














                                  SURVEY CONTROL DATA
                                
                             STATE=ND
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0724 ***********************************************************************
 TF0724  DESIGNATION -  0.2 B 2
 TF0724  PID         -  TF0724
 TF0724  STATE/COUNTY-  ND/BOTTINEAU
 TF0724  USGS QUAD   -  ANTLER (1971)
 TF0724
 TF0724                         *CURRENT SURVEY CONTROL
 TF0724  ___________________________________________________________________
 TF0724* NAD 83(1986)-  48 58 13.     (N)    101 15 45.     (W)     SCALED    
 TF0724* NAVD 88     -       467.382  (meters)    1533.40   (feet)  ADJUSTED  
 TF0724  ___________________________________________________________________
 TF0724  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TF0724  DYNAMIC HT  -         467.496 (meters)    1533.78  (feet)  COMP
 TF0724  MODELED GRAV-     980,840.0   (mgal)                       NAVD 88
 TF0724
 TF0724  VERT ORDER  -  SECOND    CLASS 0
 TF0724
 TF0724.The horizontal coordinates were scaled from a topographic map and have
 TF0724.an estimated accuracy of +/- 6 seconds.
 TF0724
 TF0724.The orthometric height was determined by differential leveling
 TF0724.and adjusted by the National Geodetic Survey in June 1991..
 TF0724
 TF0724.The geoid height was determined by GEOID03.
 TF0724
 TF0724.The dynamic height is computed by dividing the NAVD 88
 TF0724.geopotential number by the normal gravity value computed on the
 TF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0724.degrees latitude (g = 980.6199 gals.).
 TF0724
 TF0724.The modeled gravity was interpolated from observed gravity values.
 TF0724
 TF0724;                    North         East    Units  Estimated Accuracy
 TF0724;SPC ND N     -   219,350.      544,170.      MT  (+/- 180 meters Scaled)
 TF0724
 TF0724                          SUPERSEDED SURVEY CONTROL
 TF0724
 TF0724  NGVD 29 (??/??/92)  467.03   (m)         1532.2    (f) COMPUTED    2 0
 TF0724
 TF0724.Superseded values are not recommended for survey control.
 TF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0724.See file dsdata.txt to determine how the superseded data were derived.
 TF0724
 TF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV344266(NAD 83)
 TF0724_MARKER: DD = SURVEY DISK
 TF0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0724+STABILITY: SURFACE MOTION
 TF0724
 TF0724  HISTORY     - Date     Condition        Report By
 TF0724  HISTORY     - UNK      MONUMENTED       DOD
 TF0724  HISTORY     - 1963     GOOD             NGS
 TF0724
 TF0724                          STATION DESCRIPTION
 TF0724
 TF0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0724'1.45 MI E FROM ANTLER.
 TF0724'ABOUT 0.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0724'RAILWAY STATION AT ANTLER, THENCE 0.9 MILES EAST ALONG A GRAVELED
 TF0724'ROAD, THENCE 0.3 MILES NORTH ACROSS COUNTRY, IN SECTION 2, T 163 N, R
 TF0724'82 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TF0724'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TF0724'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0614 ***********************************************************************
 RR0614  DESIGNATION -  1 FJH
 RR0614  PID         -  RR0614
 RR0614  STATE/COUNTY-  ND/MORTON
 RR0614  USGS QUAD   -  GLEN ULLIN (1980)
 RR0614
 RR0614                         *CURRENT SURVEY CONTROL
 RR0614  ___________________________________________________________________
 RR0614* NAD 83(1986)-  46 48 51.     (N)    101 50 51.     (W)     SCALED    
 RR0614* NAVD 88     -       634.460  (meters)    2081.56   (feet)  ADJUSTED  
 RR0614  ___________________________________________________________________
 RR0614  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 RR0614  DYNAMIC HT  -         634.454 (meters)    2081.54  (feet)  COMP
 RR0614  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 RR0614
 RR0614  VERT ORDER  -  FIRST     CLASS II
 RR0614
 RR0614.The horizontal coordinates were scaled from a topographic map and have
 RR0614.an estimated accuracy of +/- 6 seconds.
 RR0614
 RR0614.The orthometric height was determined by differential leveling
 RR0614.and adjusted by the National Geodetic Survey in June 1991..
 RR0614
 RR0614.The geoid height was determined by GEOID03.
 RR0614
 RR0614.The dynamic height is computed by dividing the NAVD 88
 RR0614.geopotential number by the normal gravity value computed on the
 RR0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0614.degrees latitude (g = 980.6199 gals.).
 RR0614
 RR0614.The modeled gravity was interpolated from observed gravity values.
 RR0614
 RR0614;                    North         East    Units  Estimated Accuracy
 RR0614;SPC ND S     -   128,430.      497,170.      MT  (+/- 180 meters Scaled)
 RR0614
 RR0614                          SUPERSEDED SURVEY CONTROL
 RR0614
 RR0614.No superseded survey control is available for this station.
 RR0614
 RR0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS827884(NAD 83)
 RR0614_MARKER: DB = BENCH MARK DISK
 RR0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0614_SP_SET: CONCRETE POST
 RR0614_STAMPING: 1 FJH 1958 2080
 RR0614_MARK LOGO: USGS  
 RR0614_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0614+STABILITY: SURFACE MOTION
 RR0614
 RR0614  HISTORY     - Date     Condition        Report By
 RR0614  HISTORY     - 1958     MONUMENTED       USGS
 RR0614  HISTORY     - 1982     GOOD             NGS
 RR0614
 RR0614                          STATION DESCRIPTION
 RR0614
 RR0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0614'1.5 KM (0.95 MI) WEST FROM GLEN ULLIN.
 RR0614'1.5 KM (0.95 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0614'NORTHERN RAILROAD STATION IN GLEN ULLIN, 27.8 METERS (91.2 FT) SOUTH
 RR0614'OF THE CENTERLINE OF THE ROAD, 9.4 METERS (30.8 FT) EAST OF THE CENTER
 RR0614'OF THE ENTRANCE ROAD TO THE GLEN ULLIN MEMORIAL PARK AND 1.4 METERS
 RR0614'(4.6 FT) NORTH OF A FENCE.
 RR0614'THE MARK IS 3.3 METERS  W FROM  A WOODEN WITNESS POST
 RR0614'THE MARK IS 1.8 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0556 ***********************************************************************
 RQ0556  DESIGNATION -  1 JES
 RQ0556  PID         -  RQ0556
 RQ0556  STATE/COUNTY-  ND/MCINTOSH
 RQ0556  USGS QUAD   -  WISHEK (1982)
 RQ0556
 RQ0556                         *CURRENT SURVEY CONTROL
 RQ0556  ___________________________________________________________________
 RQ0556* NAD 83(1986)-  46 15 32.     (N)    099 36 26.     (W)     SCALED    
 RQ0556* NAVD 88     -       623.463  (meters)    2045.48   (feet)  ADJUSTED  
 RQ0556  ___________________________________________________________________
 RQ0556  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RQ0556  DYNAMIC HT  -         623.429 (meters)    2045.37  (feet)  COMP
 RQ0556  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 RQ0556
 RQ0556  VERT ORDER  -  SECOND    CLASS 0
 RQ0556
 RQ0556.The horizontal coordinates were scaled from a topographic map and have
 RQ0556.an estimated accuracy of +/- 6 seconds.
 RQ0556
 RQ0556.The orthometric height was determined by differential leveling
 RQ0556.and adjusted by the National Geodetic Survey in June 1991..
 RQ0556
 RQ0556.The geoid height was determined by GEOID03.
 RQ0556
 RQ0556.The dynamic height is computed by dividing the NAVD 88
 RQ0556.geopotential number by the normal gravity value computed on the
 RQ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0556.degrees latitude (g = 980.6199 gals.).
 RQ0556
 RQ0556.The modeled gravity was interpolated from observed gravity values.
 RQ0556
 RQ0556;                    North         East    Units  Estimated Accuracy
 RQ0556;SPC ND S     -    66,220.      668,830.      MT  (+/- 180 meters Scaled)
 RQ0556
 RQ0556                          SUPERSEDED SURVEY CONTROL
 RQ0556
 RQ0556.No superseded survey control is available for this station.
 RQ0556
 RQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS532229(NAD 83)
 RQ0556_MARKER: DB = BENCH MARK DISK
 RQ0556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0556_SP_SET: COPPER-CLAD STEEL ROD
 RQ0556_STAMPING: 1 JES 1976
 RQ0556_MARK LOGO: USGS  
 RQ0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0556
 RQ0556  HISTORY     - Date     Condition        Report By
 RQ0556  HISTORY     - 1976     MONUMENTED       USGS
 RQ0556
 RQ0556                          STATION DESCRIPTION
 RQ0556
 RQ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0556'4.5 KM (2.80 MI) WEST FROM WISHEK.
 RQ0556'WISHEK, 2.8 MI WEST OF CITY HALL IN, NEAR CORNER OF SECTIONS 7, 8, 17
 RQ0556'AND 18, T. 132 N., R. 71 W., 112 FEET SOUTH AND 47 FEET EAST OF
 RQ0556'CROSSROADS, IN BETWEEN A DOUBLE POLE POWER LINE, 7 FEET NORTH AND IN
 RQ0556'LINE WITH A POWER POLE, A STANDARD CAP SUPPORTED BY COPPER-COATED
 RQ0556'RODS AND SURROUNDED BY A TILE AND FILLED WITH GRAVEL AND STAMPED 1
 RQ0556'JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0558 ***********************************************************************
 RQ0558  DESIGNATION -  1 JES A
 RQ0558  PID         -  RQ0558
 RQ0558  STATE/COUNTY-  ND/MCINTOSH
 RQ0558  USGS QUAD   -  WISHEK SW (1982)
 RQ0558
 RQ0558                         *CURRENT SURVEY CONTROL
 RQ0558  ___________________________________________________________________
 RQ0558* NAD 83(1986)-  46 15 33.     (N)    099 37 41.     (W)     SCALED    
 RQ0558* NAVD 88     -       633.355  (meters)    2077.93   (feet)  ADJUSTED  
 RQ0558  ___________________________________________________________________
 RQ0558  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RQ0558  DYNAMIC HT  -         633.320 (meters)    2077.82  (feet)  COMP
 RQ0558  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 RQ0558
 RQ0558  VERT ORDER  -  SECOND    CLASS 0
 RQ0558
 RQ0558.The horizontal coordinates were scaled from a topographic map and have
 RQ0558.an estimated accuracy of +/- 6 seconds.
 RQ0558
 RQ0558.The orthometric height was determined by differential leveling
 RQ0558.and adjusted by the National Geodetic Survey in June 1991..
 RQ0558
 RQ0558.The geoid height was determined by GEOID03.
 RQ0558
 RQ0558.The dynamic height is computed by dividing the NAVD 88
 RQ0558.geopotential number by the normal gravity value computed on the
 RQ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0558.degrees latitude (g = 980.6199 gals.).
 RQ0558
 RQ0558.The modeled gravity was interpolated from observed gravity values.
 RQ0558
 RQ0558;                    North         East    Units  Estimated Accuracy
 RQ0558;SPC ND S     -    66,230.      667,230.      MT  (+/- 180 meters Scaled)
 RQ0558
 RQ0558                          SUPERSEDED SURVEY CONTROL
 RQ0558
 RQ0558.No superseded survey control is available for this station.
 RQ0558
 RQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS515230(NAD 83)
 RQ0558_MARKER: Z = SEE DESCRIPTION
 RQ0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0558_SP_SET: A PUNCHED HOLE IN METAL CULVER
 RQ0558_MARK LOGO: USGS  
 RQ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0558
 RQ0558  HISTORY     - Date     Condition        Report By
 RQ0558  HISTORY     - 1976     MONUMENTED       USGS
 RQ0558
 RQ0558                          STATION DESCRIPTION
 RQ0558
 RQ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0558'6.1 KM (3.80 MI) WEST FROM WISHEK.
 RQ0558'1 MILE WEST OF TABLET, NEAR CORNER OF SECTIONS 7,
 RQ0558'12, 13 AND 18, T. 132 N., R. 71 AND 72 W., 58 FEET SOUTH AND 20 FEET
 RQ0558'EAST OF CROSSROADS, ON THE EAST END OF A 16-INCH CORRUGATED METAL
 RQ0558'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0557 ***********************************************************************
 RQ0557  DESIGNATION -  1 JES RM
 RQ0557  PID         -  RQ0557
 RQ0557  STATE/COUNTY-  ND/MCINTOSH
 RQ0557  USGS QUAD   -  WISHEK (1982)
 RQ0557
 RQ0557                         *CURRENT SURVEY CONTROL
 RQ0557  ___________________________________________________________________
 RQ0557* NAD 83(1986)-  46 15 32.     (N)    099 36 27.     (W)     SCALED    
 RQ0557* NAVD 88     -       623.997  (meters)    2047.23   (feet)  ADJUSTED  
 RQ0557  ___________________________________________________________________
 RQ0557  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 RQ0557  DYNAMIC HT  -         623.963 (meters)    2047.12  (feet)  COMP
 RQ0557  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 RQ0557
 RQ0557  VERT ORDER  -  SECOND    CLASS 0
 RQ0557
 RQ0557.The horizontal coordinates were scaled from a topographic map and have
 RQ0557.an estimated accuracy of +/- 6 seconds.
 RQ0557
 RQ0557.The orthometric height was determined by differential leveling
 RQ0557.and adjusted by the National Geodetic Survey in June 1991..
 RQ0557
 RQ0557.The geoid height was determined by GEOID03.
 RQ0557
 RQ0557.The dynamic height is computed by dividing the NAVD 88
 RQ0557.geopotential number by the normal gravity value computed on the
 RQ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0557.degrees latitude (g = 980.6199 gals.).
 RQ0557
 RQ0557.The modeled gravity was interpolated from observed gravity values.
 RQ0557
 RQ0557;                    North         East    Units  Estimated Accuracy
 RQ0557;SPC ND S     -    66,220.      668,810.      MT  (+/- 180 meters Scaled)
 RQ0557
 RQ0557                          SUPERSEDED SURVEY CONTROL
 RQ0557
 RQ0557.No superseded survey control is available for this station.
 RQ0557
 RQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS531229(NAD 83)
 RQ0557_MARKER: Q = CHISELED SQUARE
 RQ0557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0557_SP_SET: CONRETE CULVERT
 RQ0557_MARK LOGO: USGS  
 RQ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0557+STABILITY: SURFACE MOTION
 RQ0557
 RQ0557  HISTORY     - Date     Condition        Report By
 RQ0557  HISTORY     - 1976     MONUMENTED       USGS
 RQ0557
 RQ0557                          STATION DESCRIPTION
 RQ0557
 RQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0557'4.5 KM (2.80 MI) WEST FROM WISHEK.
 RQ0557'REFERENCE MARK NO. 1, A CHISELED SQUARE ON TOP OF SOUTH END OF 36-INCH
 RQ0557'CONCRETE CULVERT, 29 FEET SOUTH AND 63 FEET WEST OF CROSSROADS, 83
 RQ0557'FEET NORTH AND 110 FEET WEST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1550 ***********************************************************************
 TG1550  DESIGNATION -  1 JHR
 TG1550  PID         -  TG1550
 TG1550  STATE/COUNTY-  ND/MCKENZIE
 TG1550  USGS QUAD   -  WILLISTON SW (1979)
 TG1550
 TG1550                         *CURRENT SURVEY CONTROL
 TG1550  ___________________________________________________________________
 TG1550* NAD 83(1986)-  48 04 07.     (N)    103 40 43.     (W)     SCALED    
 TG1550* NAVD 88     -       567.536  (meters)    1861.99   (feet)  ADJUSTED  
 TG1550  ___________________________________________________________________
 TG1550  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1550  DYNAMIC HT  -         567.608 (meters)    1862.23  (feet)  COMP
 TG1550  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 TG1550
 TG1550  VERT ORDER  -  FIRST     CLASS II
 TG1550
 TG1550.The horizontal coordinates were scaled from a topographic map and have
 TG1550.an estimated accuracy of +/- 6 seconds.
 TG1550
 TG1550.The orthometric height was determined by differential leveling
 TG1550.and adjusted by the National Geodetic Survey in June 1991..
 TG1550
 TG1550.The geoid height was determined by GEOID03.
 TG1550
 TG1550.The dynamic height is computed by dividing the NAVD 88
 TG1550.geopotential number by the normal gravity value computed on the
 TG1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1550.degrees latitude (g = 980.6199 gals.).
 TG1550
 TG1550.The modeled gravity was interpolated from observed gravity values.
 TG1550
 TG1550;                    North         East    Units  Estimated Accuracy
 TG1550;SPC ND N     -   123,700.      363,190.      MT  (+/- 180 meters Scaled)
 TG1550
 TG1550                          SUPERSEDED SURVEY CONTROL
 TG1550
 TG1550.No superseded survey control is available for this station.
 TG1550
 TG1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP984247(NAD 83)
 TG1550_MARKER: DB = BENCH MARK DISK
 TG1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1550_SP_SET: CONCRETE POST
 TG1550_STAMPING: 1 JHR 1968
 TG1550_MARK LOGO: USGS  
 TG1550_PROJECTION: FLUSH
 TG1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1550+STABILITY: SURFACE MOTION
 TG1550
 TG1550  HISTORY     - Date     Condition        Report By
 TG1550  HISTORY     - 1968     MONUMENTED       USGS
 TG1550  HISTORY     - 1981     GOOD             NGS
 TG1550
 TG1550                          STATION DESCRIPTION
 TG1550
 TG1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1550'9.2 KM (5.7 MI) SOUTH FROM WILLISTON.
 TG1550'9.0 KM (5.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 TG1550'U.S. HIGHWAY 2 IN WILLISTON, THENCE 0.2 KM (0.1 MI) SOUTHWESTERLY
 TG1550'ALONG A GRAVELEDED ROAD, 13.1 METERS (43.0 FT) SOUTHEAST OF THE CENTER
 TG1550'OF THE ROAD AND 0.6 METER (2.0 FT) NORTHEAST OF A FENCE CORNER.
 TG1550'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 TG1550'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0257 ***********************************************************************
 RQ0257  DESIGNATION -  1 USE
 RQ0257  PID         -  RQ0257
 RQ0257  STATE/COUNTY-  ND/STUTSMAN
 RQ0257  USGS QUAD   -  JAMESTOWN (1990)
 RQ0257
 RQ0257                         *CURRENT SURVEY CONTROL
 RQ0257  ___________________________________________________________________
 RQ0257* NAD 83(1986)-  46 53 56.     (N)    098 42 30.     (W)     SCALED    
 RQ0257* NAVD 88     -       427.012  (meters)    1400.96   (feet)  ADJUSTED  
 RQ0257  ___________________________________________________________________
 RQ0257  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0257  DYNAMIC HT  -         427.030 (meters)    1401.01  (feet)  COMP
 RQ0257  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 RQ0257
 RQ0257  VERT ORDER  -  SECOND    CLASS 0
 RQ0257
 RQ0257.The horizontal coordinates were scaled from a topographic map and have
 RQ0257.an estimated accuracy of +/- 6 seconds.
 RQ0257
 RQ0257.The orthometric height was determined by differential leveling
 RQ0257.and adjusted by the National Geodetic Survey in June 1991..
 RQ0257
 RQ0257.The geoid height was determined by GEOID03.
 RQ0257
 RQ0257.The dynamic height is computed by dividing the NAVD 88
 RQ0257.geopotential number by the normal gravity value computed on the
 RQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0257.degrees latitude (g = 980.6199 gals.).
 RQ0257
 RQ0257.The modeled gravity was interpolated from observed gravity values.
 RQ0257
 RQ0257;                    North         East    Units  Estimated Accuracy
 RQ0257;SPC ND S     -   138,530.      736,500.      MT  (+/- 180 meters Scaled)
 RQ0257
 RQ0257                          SUPERSEDED SURVEY CONTROL
 RQ0257
 RQ0257  NGVD 29 (??/??/92)  426.64   (m)         1399.7    (f) COMPUTED    2 0
 RQ0257
 RQ0257.Superseded values are not recommended for survey control.
 RQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0257.See file dsdata.txt to determine how the superseded data were derived.
 RQ0257
 RQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS222939(NAD 83)
 RQ0257_MARKER: X = CHISELED CROSS
 RQ0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0257_SP_SET: PLATFORM
 RQ0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0257
 RQ0257  HISTORY     - Date     Condition        Report By
 RQ0257  HISTORY     - UNK      MONUMENTED       DOD
 RQ0257  HISTORY     - 1960     GOOD             NGS
 RQ0257  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0257
 RQ0257                          STATION DESCRIPTION
 RQ0257
 RQ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0257'IN JAMESTOWN.
 RQ0257'0.5 MILE SOUTH ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE AT
 RQ0257'JAMESTOWN, STUTSMAN COUNTY, AT THE NORTH END OF A CONCRETE BRIDGE OVER
 RQ0257'JAMES RIVER, ON THE TOP OF THE WEST SIDE OF THE CONCRETE PLATFORM, 3
 RQ0257'INCHES FROM THE NORTH END, AND 3 INCHES FROM A CONCRETE GUARD WALL. A
 RQ0257'CHISELED CROSS, MARKED USED BM NO 1.  NOTE-- THE MARK APPEARS TO BE AT
 RQ0257'THE NORTHEAST CORNER OF THE BRIDGE.  IT APPEARS THAT THE BRIDGE IS
 RQ0257'GOING TO BE WIDENED TO ACCOMMODATE FOUR LANE TRAFFIC.
 RQ0257
 RQ0257                          STATION RECOVERY (1982)
 RQ0257
 RQ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0257'NOT RECOVERED, THE BRIDGE HAS PROBABLY BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0585 ***********************************************************************
 RQ0585  DESIGNATION -  10 JES
 RQ0585  PID         -  RQ0585
 RQ0585  STATE/COUNTY-  ND/LOGAN
 RQ0585  USGS QUAD   -  WISHEK SW (1982)
 RQ0585
 RQ0585                         *CURRENT SURVEY CONTROL
 RQ0585  ___________________________________________________________________
 RQ0585* NAD 83(1986)-  46 22 17.     (N)    099 44 56.     (W)     SCALED    
 RQ0585* NAVD 88     -       598.840  (meters)    1964.69   (feet)  ADJUSTED  
 RQ0585  ___________________________________________________________________
 RQ0585  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0585  DYNAMIC HT  -         598.818 (meters)    1964.62  (feet)  COMP
 RQ0585  MODELED GRAV-     980,558.2   (mgal)                       NAVD 88
 RQ0585
 RQ0585  VERT ORDER  -  SECOND    CLASS 0
 RQ0585
 RQ0585.The horizontal coordinates were scaled from a topographic map and have
 RQ0585.an estimated accuracy of +/- 6 seconds.
 RQ0585
 RQ0585.The orthometric height was determined by differential leveling
 RQ0585.and adjusted by the National Geodetic Survey in June 1991..
 RQ0585
 RQ0585.The geoid height was determined by GEOID03.
 RQ0585
 RQ0585.The dynamic height is computed by dividing the NAVD 88
 RQ0585.geopotential number by the normal gravity value computed on the
 RQ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0585.degrees latitude (g = 980.6199 gals.).
 RQ0585
 RQ0585.The modeled gravity was interpolated from observed gravity values.
 RQ0585
 RQ0585;                    North         East    Units  Estimated Accuracy
 RQ0585;SPC ND S     -    78,610.      657,790.      MT  (+/- 180 meters Scaled)
 RQ0585
 RQ0585                          SUPERSEDED SURVEY CONTROL
 RQ0585
 RQ0585.No superseded survey control is available for this station.
 RQ0585
 RQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS424355(NAD 83)
 RQ0585_MARKER: DB = BENCH MARK DISK
 RQ0585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0585_SP_SET: COPPER-CLAD STEEL ROD
 RQ0585_STAMPING: 10 JES 1976
 RQ0585_MARK LOGO: USGS  
 RQ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0585
 RQ0585  HISTORY     - Date     Condition        Report By
 RQ0585  HISTORY     - 1976     MONUMENTED       USGS
 RQ0585
 RQ0585                          STATION DESCRIPTION
 RQ0585
 RQ0585'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0585'14.5 KM (9.00 MI) SSE FROM NAPOLEON.
 RQ0585'WISHEK, 7.5 MILES NORTH AND 9.5 MILES WEST OF CITY HALL IN, 9 MILES
 RQ0585'SOUTH AND 1 MILE EAST OF NAPOLEON, NEAR CORNER OF SECTIONS 4, 5, 32
 RQ0585'AND 33, T. 133 AND 134 N., R. 72 W., 118 FEET NORTH AND 143 FEET WEST
 RQ0585'OF CROSSROADS, 1 FOOT SOUTH OF WITNESS POST AND SIGN, ON THE EAST
 RQ0585'SIDE OF A ROCK PILE, A STANDARD CAP SUPPORTED BY COPPER-COATED RODS
 RQ0585'AND SURROUNDED BY A PLATIC TILE AND FILLED WITH GRAVEL AND STAMPED 10
 RQ0585'JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0586 ***********************************************************************
 RQ0586  DESIGNATION -  10 JES A
 RQ0586  PID         -  RQ0586
 RQ0586  STATE/COUNTY-  ND/LOGAN
 RQ0586  USGS QUAD   -  WISHEK SW (1982)
 RQ0586
 RQ0586                         *CURRENT SURVEY CONTROL
 RQ0586  ___________________________________________________________________
 RQ0586* NAD 83(1986)-  46 22 15.     (N)    099 43 40.     (W)     SCALED    
 RQ0586* NAVD 88     -       604.224  (meters)    1982.36   (feet)  ADJUSTED  
 RQ0586  ___________________________________________________________________
 RQ0586  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 RQ0586  DYNAMIC HT  -         604.202 (meters)    1982.29  (feet)  COMP
 RQ0586  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 RQ0586
 RQ0586  VERT ORDER  -  SECOND    CLASS 0
 RQ0586
 RQ0586.The horizontal coordinates were scaled from a topographic map and have
 RQ0586.an estimated accuracy of +/- 6 seconds.
 RQ0586
 RQ0586.The orthometric height was determined by differential leveling
 RQ0586.and adjusted by the National Geodetic Survey in June 1991..
 RQ0586
 RQ0586.The geoid height was determined by GEOID03.
 RQ0586
 RQ0586.The dynamic height is computed by dividing the NAVD 88
 RQ0586.geopotential number by the normal gravity value computed on the
 RQ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0586.degrees latitude (g = 980.6199 gals.).
 RQ0586
 RQ0586.The modeled gravity was interpolated from observed gravity values.
 RQ0586
 RQ0586;                    North         East    Units  Estimated Accuracy
 RQ0586;SPC ND S     -    78,570.      659,420.      MT  (+/- 180 meters Scaled)
 RQ0586
 RQ0586                          SUPERSEDED SURVEY CONTROL
 RQ0586
 RQ0586.No superseded survey control is available for this station.
 RQ0586
 RQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS440355(NAD 83)
 RQ0586_MARKER: Q = CHISELED SQUARE
 RQ0586_SETTING: 80 = SET IN A BOULDER
 RQ0586_SP_SET: BOULDER
 RQ0586_MARK LOGO: USGS  
 RQ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0586+STABILITY: SURFACE MOTION
 RQ0586
 RQ0586  HISTORY     - Date     Condition        Report By
 RQ0586  HISTORY     - 1976     MONUMENTED       USGS
 RQ0586
 RQ0586                          STATION DESCRIPTION
 RQ0586
 RQ0586'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0586'14.8 KM (9.20 MI) SSE FROM NAPOLEON.
 RQ0586'1 MILE EAST OF TABLET, NEAR CORNER OF SECTIONS 3, 4, 33
 RQ0586'AND 34, T. 133 AND 134 N., R. 72 W., ON TOP OF A 2 BY 3 FT. BOULDER,
 RQ0586'1.4 FEET HIGHER THAN GROUND, 34.5 FEET NORTH AND 17 FEET WEST OF ROAD
 RQ0586'AT NORTH-SOUTH TRAILS, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0584 ***********************************************************************
 RQ0584  DESIGNATION -  10 JES RM
 RQ0584  PID         -  RQ0584
 RQ0584  STATE/COUNTY-  ND/LOGAN
 RQ0584  USGS QUAD   -  WISHEK SW (1982)
 RQ0584
 RQ0584                         *CURRENT SURVEY CONTROL
 RQ0584  ___________________________________________________________________
 RQ0584* NAD 83(1986)-  46 22 16.     (N)    099 44 56.     (W)     SCALED    
 RQ0584* NAVD 88     -       599.042  (meters)    1965.36   (feet)  ADJUSTED  
 RQ0584  ___________________________________________________________________
 RQ0584  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0584  DYNAMIC HT  -         599.020 (meters)    1965.28  (feet)  COMP
 RQ0584  MODELED GRAV-     980,558.2   (mgal)                       NAVD 88
 RQ0584
 RQ0584  VERT ORDER  -  SECOND    CLASS 0
 RQ0584
 RQ0584.The horizontal coordinates were scaled from a topographic map and have
 RQ0584.an estimated accuracy of +/- 6 seconds.
 RQ0584
 RQ0584.The orthometric height was determined by differential leveling
 RQ0584.and adjusted by the National Geodetic Survey in June 1991..
 RQ0584
 RQ0584.The geoid height was determined by GEOID03.
 RQ0584
 RQ0584.The dynamic height is computed by dividing the NAVD 88
 RQ0584.geopotential number by the normal gravity value computed on the
 RQ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0584.degrees latitude (g = 980.6199 gals.).
 RQ0584
 RQ0584.The modeled gravity was interpolated from observed gravity values.
 RQ0584
 RQ0584;                    North         East    Units  Estimated Accuracy
 RQ0584;SPC ND S     -    78,580.      657,790.      MT  (+/- 180 meters Scaled)
 RQ0584
 RQ0584                          SUPERSEDED SURVEY CONTROL
 RQ0584
 RQ0584.No superseded survey control is available for this station.
 RQ0584
 RQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS424355(NAD 83)
 RQ0584_MARKER: Z = SEE DESCRIPTION
 RQ0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0584_SP_SET: IN TOP OF METAL CULVERT
 RQ0584_MARK LOGO: USGS  
 RQ0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0584
 RQ0584  HISTORY     - Date     Condition        Report By
 RQ0584  HISTORY     - 1976     MONUMENTED       USGS
 RQ0584
 RQ0584                          STATION DESCRIPTION
 RQ0584
 RQ0584'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0584'14.5 KM (9.00 MI) SSE FROM NAPOLEON.
 RQ0584'REFERENCE MARK 10 1976, A PUNCHED HOLE IN THE NORTH END OF AN 18-INCH
 RQ0584'CORRUGATED METAL CULVERT, 21 FEET NORTH AND 35.5 FEET WEST OF
 RQ0584'CROSSROADS, 97 FEET SOUTH AND 107.5 FEET EAST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0977 ***********************************************************************
 SL0977  DESIGNATION -  10 SAN
 SL0977  PID         -  SL0977
 SL0977  STATE/COUNTY-  ND/GRAND FORKS
 SL0977  USGS QUAD   -  LOGAN CENTER (1963)
 SL0977
 SL0977                         *CURRENT SURVEY CONTROL
 SL0977  ___________________________________________________________________
 SL0977* NAD 83(1986)-  47 52 29.     (N)    097 45 10.     (W)     SCALED    
 SL0977* NAVD 88     -       391.192  (meters)    1283.44   (feet)  ADJUSTED  
 SL0977  ___________________________________________________________________
 SL0977  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 SL0977  DYNAMIC HT  -         391.253 (meters)    1283.64  (feet)  COMP
 SL0977  MODELED GRAV-     980,754.9   (mgal)                       NAVD 88
 SL0977
 SL0977  VERT ORDER  -  SECOND    CLASS 0
 SL0977
 SL0977.The horizontal coordinates were scaled from a topographic map and have
 SL0977.an estimated accuracy of +/- 6 seconds.
 SL0977
 SL0977.The orthometric height was determined by differential leveling
 SL0977.and adjusted by the National Geodetic Survey in June 1991..
 SL0977
 SL0977.The geoid height was determined by GEOID03.
 SL0977
 SL0977.The dynamic height is computed by dividing the NAVD 88
 SL0977.geopotential number by the normal gravity value computed on the
 SL0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0977.degrees latitude (g = 980.6199 gals.).
 SL0977
 SL0977.The modeled gravity was interpolated from observed gravity values.
 SL0977
 SL0977;                    North         East    Units  Estimated Accuracy
 SL0977;SPC ND N     -   100,920.      805,450.      MT  (+/- 180 meters Scaled)
 SL0977
 SL0977                          SUPERSEDED SURVEY CONTROL
 SL0977
 SL0977  NGVD 29 (??/??/92)  390.826  (m)         1282.23   (f) ADJ UNCH    2 0
 SL0977
 SL0977.Superseded values are not recommended for survey control.
 SL0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0977.See file dsdata.txt to determine how the superseded data were derived.
 SL0977
 SL0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU932031(NAD 83)
 SL0977_MARKER: DB = BENCH MARK DISK
 SL0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0977_STAMPING: 10 SAN 1282 1961
 SL0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0977+STABILITY: SURFACE MOTION
 SL0977
 SL0977  HISTORY     - Date     Condition        Report By
 SL0977  HISTORY     - 1961     MONUMENTED       USGS
 SL0977  HISTORY     - 1963     GOOD             NGS
 SL0977
 SL0977                          STATION DESCRIPTION
 SL0977
 SL0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0977'12.8 MI SE FROM NIAGARA.
 SL0977'ABOUT 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0977'STATION AT NIAGARA, THENCE 4.5 MILES SOUTH ALONG GRAND FORKS COUNTY
 SL0977'ROAD 16, THENCE 1.0 MILE EAST ALONG GRAND FORKS COUNTY ROAD 4, THENCE
 SL0977'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 SL0977'TRAIL ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVELED ROAD, IN SECTION
 SL0977'30, T 151 N, R 55 W, 66 FEET EAST OF THE CENTER LINE OF THE TRAIL
 SL0977'ROAD, 185 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 201
 SL0977'FEET SOUTHEAST OF THE INTERSECTION, 1 1/2 FEET NORTH OF A FENCE, 1.2
 SL0977'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD,
 SL0977'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0982 ***********************************************************************
 SL0982  DESIGNATION -  105
 SL0982  PID         -  SL0982
 SL0982  STATE/COUNTY-  ND/GRAND FORKS
 SL0982  USGS QUAD   -  LOGAN CENTER (1963)
 SL0982
 SL0982                         *CURRENT SURVEY CONTROL
 SL0982  ___________________________________________________________________
 SL0982* NAD 83(1986)-  47 49 02.     (N)    097 45 12.     (W)     SCALED    
 SL0982* NAVD 88     -       396.926  (meters)    1302.25   (feet)  ADJUSTED  
 SL0982  ___________________________________________________________________
 SL0982  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SL0982  DYNAMIC HT  -         396.986 (meters)    1302.44  (feet)  COMP
 SL0982  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 SL0982
 SL0982  VERT ORDER  -  SECOND    CLASS 0
 SL0982
 SL0982.The horizontal coordinates were scaled from a topographic map and have
 SL0982.an estimated accuracy of +/- 6 seconds.
 SL0982
 SL0982.The orthometric height was determined by differential leveling
 SL0982.and adjusted by the National Geodetic Survey in June 1991..
 SL0982
 SL0982.The geoid height was determined by GEOID03.
 SL0982
 SL0982.The dynamic height is computed by dividing the NAVD 88
 SL0982.geopotential number by the normal gravity value computed on the
 SL0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0982.degrees latitude (g = 980.6199 gals.).
 SL0982
 SL0982.The modeled gravity was interpolated from observed gravity values.
 SL0982
 SL0982;                    North         East    Units  Estimated Accuracy
 SL0982;SPC ND N     -    94,530.      805,640.      MT  (+/- 180 meters Scaled)
 SL0982
 SL0982                          SUPERSEDED SURVEY CONTROL
 SL0982
 SL0982  NGVD 29 (??/??/92)  396.559  (m)         1301.04   (f) ADJ UNCH    2 0
 SL0982
 SL0982.Superseded values are not recommended for survey control.
 SL0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0982.See file dsdata.txt to determine how the superseded data were derived.
 SL0982
 SL0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT933967(NAD 83)
 SL0982_MARKER: DB = BENCH MARK DISK
 SL0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0982_STAMPING: TT 105 H 1934 1301.4
 SL0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0982+STABILITY: SURFACE MOTION
 SL0982
 SL0982  HISTORY     - Date     Condition        Report By
 SL0982  HISTORY     - 1934     MONUMENTED       NDGS
 SL0982  HISTORY     - 1963     GOOD             NGS
 SL0982
 SL0982                          STATION DESCRIPTION
 SL0982
 SL0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0982'15.2 MI NW FROM NORTHWOOD.
 SL0982'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0982'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD, THENCE
 SL0982'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 SL0982'STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SL0982'2.0 WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG GRAVELED
 SL0982'ROAD, IN SECTION 13, T 153 N, R 56 W, AT THE JUNCTION OF A TRAIL ROAD,
 SL0982'39 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE SOUTH OF
 SL0982'THE ENTRANCE TO K 9 SITE, 43 FEET SOUTH OF THE CENTER LINE OF THE
 SL0982'TRAIL ROAD, 57 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 0.6
 SL0982'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SL0982'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0587 ***********************************************************************
 RQ0587  DESIGNATION -  11 JES
 RQ0587  PID         -  RQ0587
 RQ0587  STATE/COUNTY-  ND/LOGAN
 RQ0587  USGS QUAD   -  WISHEK SW (1982)
 RQ0587
 RQ0587                         *CURRENT SURVEY CONTROL
 RQ0587  ___________________________________________________________________
 RQ0587* NAD 83(1986)-  46 22 14.     (N)    099 42 24.     (W)     SCALED    
 RQ0587* NAVD 88     -       612.926  (meters)    2010.91   (feet)  ADJUSTED  
 RQ0587  ___________________________________________________________________
 RQ0587  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RQ0587  DYNAMIC HT  -         612.904 (meters)    2010.84  (feet)  COMP
 RQ0587  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 RQ0587
 RQ0587  VERT ORDER  -  SECOND    CLASS 0
 RQ0587
 RQ0587.The horizontal coordinates were scaled from a topographic map and have
 RQ0587.an estimated accuracy of +/- 6 seconds.
 RQ0587
 RQ0587.The orthometric height was determined by differential leveling
 RQ0587.and adjusted by the National Geodetic Survey in June 1991..
 RQ0587
 RQ0587.The geoid height was determined by GEOID03.
 RQ0587
 RQ0587.The dynamic height is computed by dividing the NAVD 88
 RQ0587.geopotential number by the normal gravity value computed on the
 RQ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0587.degrees latitude (g = 980.6199 gals.).
 RQ0587
 RQ0587.The modeled gravity was interpolated from observed gravity values.
 RQ0587
 RQ0587;                    North         East    Units  Estimated Accuracy
 RQ0587;SPC ND S     -    78,550.      661,040.      MT  (+/- 180 meters Scaled)
 RQ0587
 RQ0587                          SUPERSEDED SURVEY CONTROL
 RQ0587
 RQ0587.No superseded survey control is available for this station.
 RQ0587
 RQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS456354(NAD 83)
 RQ0587_MARKER: DB = BENCH MARK DISK
 RQ0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0587_SP_SET: COPPER-CLAD STEEL ROD
 RQ0587_STAMPING: 11 JES 1976
 RQ0587_MARK LOGO: USGS  
 RQ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0587
 RQ0587  HISTORY     - Date     Condition        Report By
 RQ0587  HISTORY     - 1976     MONUMENTED       USGS
 RQ0587
 RQ0587                          STATION DESCRIPTION
 RQ0587
 RQ0587'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0587'15.3 KM (9.50 MI) SSE FROM NAPOLEON.
 RQ0587'WISHEK, 7.5 MILES NORTH AND 7.5 MILES WEST OF CITY HALL IN, 9 MILES
 RQ0587'SOUTH AND 3 MILES EAST OF NAPOLEON, NEAR CORNER OF SECTIONS 2, 3, 34
 RQ0587'AND 35, T. 133 AND 134 N., R. 72 W., 72 FEET SOUTH AND 73.5 FEET EAST
 RQ0587'OF T-RD., 2.5 FEET WEST OF POWER POLE, 1.5 FEET SOUTH AND 2.5 FEET
 RQ0587'WEST OF WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY COPPER
 RQ0587'COATED RODS AND SURROUNDED BY PLASTIC TILE FILLED WITH GRAVEL AND
 RQ0587'STAMPED 11 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0589 ***********************************************************************
 RQ0589  DESIGNATION -  11 JES A
 RQ0589  PID         -  RQ0589
 RQ0589  STATE/COUNTY-  ND/LOGAN
 RQ0589  USGS QUAD   -  BURNSTAD (1982)
 RQ0589
 RQ0589                         *CURRENT SURVEY CONTROL
 RQ0589  ___________________________________________________________________
 RQ0589* NAD 83(1986)-  46 23 13.     (N)    099 42 24.     (W)     SCALED    
 RQ0589* NAVD 88     -       593.864  (meters)    1948.37   (feet)  ADJUSTED  
 RQ0589  ___________________________________________________________________
 RQ0589  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RQ0589  DYNAMIC HT  -         593.843 (meters)    1948.30  (feet)  COMP
 RQ0589  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 RQ0589
 RQ0589  VERT ORDER  -  SECOND    CLASS 0
 RQ0589
 RQ0589.The horizontal coordinates were scaled from a topographic map and have
 RQ0589.an estimated accuracy of +/- 6 seconds.
 RQ0589
 RQ0589.The orthometric height was determined by differential leveling
 RQ0589.and adjusted by the National Geodetic Survey in June 1991..
 RQ0589
 RQ0589.The geoid height was determined by GEOID03.
 RQ0589
 RQ0589.The dynamic height is computed by dividing the NAVD 88
 RQ0589.geopotential number by the normal gravity value computed on the
 RQ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0589.degrees latitude (g = 980.6199 gals.).
 RQ0589
 RQ0589.The modeled gravity was interpolated from observed gravity values.
 RQ0589
 RQ0589;                    North         East    Units  Estimated Accuracy
 RQ0589;SPC ND S     -    80,370.      661,020.      MT  (+/- 180 meters Scaled)
 RQ0589
 RQ0589                          SUPERSEDED SURVEY CONTROL
 RQ0589
 RQ0589.No superseded survey control is available for this station.
 RQ0589
 RQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS456372(NAD 83)
 RQ0589_MARKER: Z = SEE DESCRIPTION
 RQ0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0589_SP_SET: IN TOP OF METAL CULVERT
 RQ0589_MARK LOGO: USGS  
 RQ0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0589
 RQ0589  HISTORY     - Date     Condition        Report By
 RQ0589  HISTORY     - 1976     MONUMENTED       USGS
 RQ0589
 RQ0589                          STATION DESCRIPTION
 RQ0589
 RQ0589'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0589'13.7 KM (8.50 MI) SSE FROM NAPOLEON.
 RQ0589'1.1 MILES NORTH OF TABLET, 699 FEET NORTH OF CORNER
 RQ0589'OF SECTIONS 26, 27, 34 AND 35, T. 134 N., R. 72 W., 699 FEET NORTH
 RQ0589'AND 19 FEET EAST OF CROSSROADS, IN TOP OF A 24-INCH CORRUGATED METAL
 RQ0589'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0588 ***********************************************************************
 RQ0588  DESIGNATION -  11 JES RM
 RQ0588  PID         -  RQ0588
 RQ0588  STATE/COUNTY-  ND/LOGAN
 RQ0588  USGS QUAD   -  WISHEK SW (1982)
 RQ0588
 RQ0588                         *CURRENT SURVEY CONTROL
 RQ0588  ___________________________________________________________________
 RQ0588* NAD 83(1986)-  46 22 15.     (N)    099 42 24.     (W)     SCALED    
 RQ0588* NAVD 88     -       610.063  (meters)    2001.52   (feet)  ADJUSTED  
 RQ0588  ___________________________________________________________________
 RQ0588  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 RQ0588  DYNAMIC HT  -         610.041 (meters)    2001.44  (feet)  COMP
 RQ0588  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 RQ0588
 RQ0588  VERT ORDER  -  SECOND    CLASS 0
 RQ0588
 RQ0588.The horizontal coordinates were scaled from a topographic map and have
 RQ0588.an estimated accuracy of +/- 6 seconds.
 RQ0588
 RQ0588.The orthometric height was determined by differential leveling
 RQ0588.and adjusted by the National Geodetic Survey in June 1991..
 RQ0588
 RQ0588.The geoid height was determined by GEOID03.
 RQ0588
 RQ0588.The dynamic height is computed by dividing the NAVD 88
 RQ0588.geopotential number by the normal gravity value computed on the
 RQ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0588.degrees latitude (g = 980.6199 gals.).
 RQ0588
 RQ0588.The modeled gravity was interpolated from observed gravity values.
 RQ0588
 RQ0588;                    North         East    Units  Estimated Accuracy
 RQ0588;SPC ND S     -    78,580.      661,040.      MT  (+/- 180 meters Scaled)
 RQ0588
 RQ0588                          SUPERSEDED SURVEY CONTROL
 RQ0588
 RQ0588.No superseded survey control is available for this station.
 RQ0588
 RQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS456354(NAD 83)
 RQ0588_MARKER: Z = SEE DESCRIPTION
 RQ0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0588_SP_SET: IN TOP OF METAL CULVERT
 RQ0588_MARK LOGO: USGS  
 RQ0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0588
 RQ0588  HISTORY     - Date     Condition        Report By
 RQ0588  HISTORY     - 1976     MONUMENTED       USGS
 RQ0588
 RQ0588                          STATION DESCRIPTION
 RQ0588
 RQ0588'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0588'15.3 KM (9.50 MI) SSE FROM NAPOLEON.
 RQ0588'REFERENCE MARK NO. 11 1976, A PUNCHED HOLE IN THE EAST END OF AN
 RQ0588'36-INCH CORRUGATED METAL CULVERT, 84 FEET NORTH AND 16 FEET EAST OF
 RQ0588'T-RD., 156 FEET NORTH AND 89.5 FEET WEST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0980 ***********************************************************************
 SL0980  DESIGNATION -  11 SAN
 SL0980  PID         -  SL0980
 SL0980  STATE/COUNTY-  ND/GRAND FORKS
 SL0980  USGS QUAD   -  LOGAN CENTER (1963)
 SL0980
 SL0980                         *CURRENT SURVEY CONTROL
 SL0980  ___________________________________________________________________
 SL0980* NAD 83(1986)-  47 49 53.     (N)    097 45 11.     (W)     SCALED    
 SL0980* NAVD 88     -       393.298  (meters)    1290.35   (feet)  ADJUSTED  
 SL0980  ___________________________________________________________________
 SL0980  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SL0980  DYNAMIC HT  -         393.357 (meters)    1290.54  (feet)  COMP
 SL0980  MODELED GRAV-     980,751.6   (mgal)                       NAVD 88
 SL0980
 SL0980  VERT ORDER  -  SECOND    CLASS 0
 SL0980
 SL0980.The horizontal coordinates were scaled from a topographic map and have
 SL0980.an estimated accuracy of +/- 6 seconds.
 SL0980
 SL0980.The orthometric height was determined by differential leveling
 SL0980.and adjusted by the National Geodetic Survey in June 1991..
 SL0980
 SL0980.The geoid height was determined by GEOID03.
 SL0980
 SL0980.The dynamic height is computed by dividing the NAVD 88
 SL0980.geopotential number by the normal gravity value computed on the
 SL0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0980.degrees latitude (g = 980.6199 gals.).
 SL0980
 SL0980.The modeled gravity was interpolated from observed gravity values.
 SL0980
 SL0980;                    North         East    Units  Estimated Accuracy
 SL0980;SPC ND N     -    96,100.      805,600.      MT  (+/- 180 meters Scaled)
 SL0980
 SL0980                          SUPERSEDED SURVEY CONTROL
 SL0980
 SL0980  NGVD 29 (??/??/92)  392.931  (m)         1289.14   (f) ADJ UNCH    2 0
 SL0980
 SL0980.Superseded values are not recommended for survey control.
 SL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0980.See file dsdata.txt to determine how the superseded data were derived.
 SL0980
 SL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT933983(NAD 83)
 SL0980_MARKER: DD = SURVEY DISK
 SL0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0980_STAMPING: 11 SAN 1289 1961
 SL0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0980+STABILITY: SURFACE MOTION
 SL0980
 SL0980  HISTORY     - Date     Condition        Report By
 SL0980  HISTORY     - 1961     MONUMENTED       USGS
 SL0980  HISTORY     - 1963     GOOD             NGS
 SL0980
 SL0980                          STATION DESCRIPTION
 SL0980
 SL0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0980'15.8 MI SE FROM NIAGARA.
 SL0980'ABOUT 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0980'STATION AT NIAGARA, THENCE 4.5 MILES SOUTH ALONG GRAND FORKS COUNTY
 SL0980'ROAD 16, THENCE 1.0 MILES EAST ALONG GRAND FORKS COUNTY ROAD 4, THENCE
 SL0980'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 4.0 SOUTH ALONG A TRAIL
 SL0980'ROAD, AT A INTERSECTION IN SECTION 7, T 150 N, R 55 W, OR 0.3 MILE
 SL0980'SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATON AT
 SL0980'NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD, THENCE 1.0 MILE
 SL0980'NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY
 SL0980'15, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL0980'WEST ALONG GRAVELED ROAD, THENCE 2.95 MILES NORTH ALONG A GRAVELED
 SL0980'ROAD, 53 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 40 FEET
 SL0980'EAST OF THE NORTH-SOUTH ROAD, 67 FEET SOUTHEAST OF THE CENTER OF THE
 SL0980'INTERSECTION, 0.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SL0980'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0879 ***********************************************************************
 SN0879  DESIGNATION -  110 R RESET
 SN0879  PID         -  SN0879
 SN0879  STATE/COUNTY-  ND/OLIVER
 SN0879  USGS QUAD   -  FORT CLARK (1968)
 SN0879
 SN0879                         *CURRENT SURVEY CONTROL
 SN0879  ___________________________________________________________________
 SN0879* NAD 83(1986)-  47 14 12.     (N)    101 13 58.     (W)     SCALED    
 SN0879* NAVD 88     -       532.48   (+/-2cm)    1747.0    (feet)  VERTCON   
 SN0879  ___________________________________________________________________
 SN0879  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SN0879
 SN0879  VERT ORDER  -  THIRD (See Below)
 SN0879
 SN0879.The horizontal coordinates were scaled from a topographic map and have
 SN0879.an estimated accuracy of +/- 6 seconds.
 SN0879
 SN0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0879.The vertical order pertains to the NGVD 29 superseded value.
 SN0879
 SN0879.The geoid height was determined by GEOID03.
 SN0879
 SN0879;                    North         East    Units  Estimated Accuracy
 SN0879;SPC ND S     -   174,780.      544,520.      MT  (+/- 180 meters Scaled)
 SN0879
 SN0879                          SUPERSEDED SURVEY CONTROL
 SN0879
 SN0879  NGVD 29 (11/04/04)  532.10   (m)         1745.7    (f) RESET       3  
 SN0879
 SN0879.Superseded values are not recommended for survey control.
 SN0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0879.See file dsdata.txt to determine how the superseded data were derived.
 SN0879
 SN0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT310338(NAD 83)
 SN0879_MARKER: DD = SURVEY DISK
 SN0879_SETTING: 0 = UNSPECIFIED SETTING
 SN0879_STAMPING: 110 R RESET 1970
 SN0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0879
 SN0879  HISTORY     - Date     Condition        Report By
 SN0879  HISTORY     - 1970     MONUMENTED       NGS
 SN0879
 SN0879                          STATION DESCRIPTION
 SN0879
 SN0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SN0879'0.9 MI E FROM FORT CLARK.
 SN0879'0.9 MILE EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE STATION
 SN0879'AT FORT CLARK, 18 POLES EAST OF MILEPOST 43, ON THE NORTH SLOPE OF A
 SN0879'HILL, ABOUT 65 FEET SOUTH OF THE TRACKS, (THE BENCH MARK IS BETWEEN
 SN0879'THE TRACKS AND THE NEW ROAD UNDER CONSTRUCTION) 3 FEET NORTH OF A
 SN0879'WHITE STEEL FENCE POST WITH A WHITE STEEL PLATE, ABOUT 78 FEET ABOVE
 SN0879'THE LEVEL OF THE TRACKS, AND ON THE TOP IS AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0324 ***********************************************************************
 SM0324  DESIGNATION -  12 DM
 SM0324  PID         -  SM0324
 SM0324  STATE/COUNTY-  ND/GRIGGS
 SM0324  USGS QUAD   -  JESSIE (1961)
 SM0324
 SM0324                         *CURRENT SURVEY CONTROL
 SM0324  ___________________________________________________________________
 SM0324* NAD 83(1986)-  47 36 11.     (N)    098 08 01.     (W)     SCALED    
 SM0324* NAVD 88     -       424.120  (meters)    1391.47   (feet)  ADJUSTED  
 SM0324  ___________________________________________________________________
 SM0324  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SM0324  DYNAMIC HT  -         424.175 (meters)    1391.65  (feet)  COMP
 SM0324  MODELED GRAV-     980,730.7   (mgal)                       NAVD 88
 SM0324
 SM0324  VERT ORDER  -  SECOND    CLASS 0
 SM0324
 SM0324.The horizontal coordinates were scaled from a topographic map and have
 SM0324.an estimated accuracy of +/- 6 seconds.
 SM0324
 SM0324.The orthometric height was determined by differential leveling
 SM0324.and adjusted by the National Geodetic Survey in June 1991..
 SM0324
 SM0324.The geoid height was determined by GEOID03.
 SM0324
 SM0324.The dynamic height is computed by dividing the NAVD 88
 SM0324.geopotential number by the normal gravity value computed on the
 SM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0324.degrees latitude (g = 980.6199 gals.).
 SM0324
 SM0324.The modeled gravity was interpolated from observed gravity values.
 SM0324
 SM0324;                    North         East    Units  Estimated Accuracy
 SM0324;SPC ND N     -    69,780.      777,910.      MT  (+/- 180 meters Scaled)
 SM0324
 SM0324                          SUPERSEDED SURVEY CONTROL
 SM0324
 SM0324  NGVD 29 (??/??/92)  423.758  (m)         1390.28   (f) ADJ UNCH    2 0
 SM0324
 SM0324.Superseded values are not recommended for survey control.
 SM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0324.See file dsdata.txt to determine how the superseded data were derived.
 SM0324
 SM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT651725(NAD 83)
 SM0324_MARKER: DD = SURVEY DISK
 SM0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0324_STAMPING: 12 DM 1390 ET 195
 SM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0324+STABILITY: SURFACE MOTION
 SM0324
 SM0324  HISTORY     - Date     Condition        Report By
 SM0324  HISTORY     - UNK      MONUMENTED       USGS
 SM0324  HISTORY     - 1963     GOOD             NGS
 SM0324
 SM0324                          STATION DESCRIPTION
 SM0324
 SM0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0324'12.25 MI N FROM COOPERSTOWN.
 SM0324'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0324'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0324'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.05
 SM0324'MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.8 MILE NORTHWEST ALONG
 SM0324'A GRAVELED ROAD, OR ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM
 SM0324'THE NORTHERN PACIFIC RAILWAY STATION AT BINFORD, THENCE 2.15 MILES
 SM0324'EAST ALONG A TRAIL ROAD, THENCE 1.2 MILES EAST ALONG A DIM TRAIL ROAD,
 SM0324'THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.25 MILES EAST
 SM0324'ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, IN
 SM0324'SECTION 25, T 148 N, R 59 W, AT A CURVE IN THE ROAD, 29 FEET NORTHEAST
 SM0324'OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET EAST OF A FENCE, 2.0 FEET
 SM0324'EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 SM0324'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0591 ***********************************************************************
 RQ0591  DESIGNATION -  12 JES
 RQ0591  PID         -  RQ0591
 RQ0591  STATE/COUNTY-  ND/LOGAN
 RQ0591  USGS QUAD   -  BURNSTAD (1982)
 RQ0591
 RQ0591                         *CURRENT SURVEY CONTROL
 RQ0591  ___________________________________________________________________
 RQ0591* NAD 83(1986)-  46 23 59.     (N)    099 42 24.     (W)     SCALED    
 RQ0591* NAVD 88     -       622.255  (meters)    2041.51   (feet)  ADJUSTED  
 RQ0591  ___________________________________________________________________
 RQ0591  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RQ0591  DYNAMIC HT  -         622.235 (meters)    2041.45  (feet)  COMP
 RQ0591  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 RQ0591
 RQ0591  VERT ORDER  -  SECOND    CLASS 0
 RQ0591
 RQ0591.The horizontal coordinates were scaled from a topographic map and have
 RQ0591.an estimated accuracy of +/- 6 seconds.
 RQ0591
 RQ0591.The orthometric height was determined by differential leveling
 RQ0591.and adjusted by the National Geodetic Survey in June 1991..
 RQ0591
 RQ0591.The geoid height was determined by GEOID03.
 RQ0591
 RQ0591.The dynamic height is computed by dividing the NAVD 88
 RQ0591.geopotential number by the normal gravity value computed on the
 RQ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0591.degrees latitude (g = 980.6199 gals.).
 RQ0591
 RQ0591.The modeled gravity was interpolated from observed gravity values.
 RQ0591
 RQ0591;                    North         East    Units  Estimated Accuracy
 RQ0591;SPC ND S     -    81,790.      661,010.      MT  (+/- 180 meters Scaled)
 RQ0591
 RQ0591                          SUPERSEDED SURVEY CONTROL
 RQ0591
 RQ0591.No superseded survey control is available for this station.
 RQ0591
 RQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS456387(NAD 83)
 RQ0591_MARKER: DB = BENCH MARK DISK
 RQ0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0591_SP_SET: COPPER-CLAD STEEL ROD
 RQ0591_STAMPING: 12 JES 1976
 RQ0591_MARK LOGO: USGS  
 RQ0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0591
 RQ0591  HISTORY     - Date     Condition        Report By
 RQ0591  HISTORY     - 1976     MONUMENTED       USGS
 RQ0591
 RQ0591                          STATION DESCRIPTION
 RQ0591
 RQ0591'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0591'13.0 KM (8.10 MI) SSE FROM NAPOLEON.
 RQ0591'WISHEK, 13.1 MILES NORTH AND 11.2 MILES WEST OF CITY HALL IN, 7.5
 RQ0591'MILES SOUTH AND 3 MILES EAST OF COURTHOUSE IN NAPOLEON, NEAR CORNER
 RQ0591'OF SECTIONS 22, 23, 26 AND 27, T. 133 N., R. 72 W., 107 FEET NORTH
 RQ0591'AND 40 FEET EAST OF Y-TRAIL, 2.6 FEET SOUTH OF FENCE POST, 2.6 FEET
 RQ0591'AND 1 FOOT EAST OF WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY
 RQ0591'COPPER-COATED RODS AND SURROUNDED BY A PLASTIC TILE AND STAMPED 12
 RQ0591'JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0592 ***********************************************************************
 RQ0592  DESIGNATION -  12 JES A
 RQ0592  PID         -  RQ0592
 RQ0592  STATE/COUNTY-  ND/LOGAN
 RQ0592  USGS QUAD   -  BURNSTAD (1982)
 RQ0592
 RQ0592                         *CURRENT SURVEY CONTROL
 RQ0592  ___________________________________________________________________
 RQ0592* NAD 83(1986)-  46 23 57.     (N)    099 41 10.     (W)     SCALED    
 RQ0592* NAVD 88     -       608.740  (meters)    1997.17   (feet)  ADJUSTED  
 RQ0592  ___________________________________________________________________
 RQ0592  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RQ0592  DYNAMIC HT  -         608.720 (meters)    1997.11  (feet)  COMP
 RQ0592  MODELED GRAV-     980,562.7   (mgal)                       NAVD 88
 RQ0592
 RQ0592  VERT ORDER  -  SECOND    CLASS 0
 RQ0592
 RQ0592.The horizontal coordinates were scaled from a topographic map and have
 RQ0592.an estimated accuracy of +/- 6 seconds.
 RQ0592
 RQ0592.The orthometric height was determined by differential leveling
 RQ0592.and adjusted by the National Geodetic Survey in June 1991..
 RQ0592
 RQ0592.The geoid height was determined by GEOID03.
 RQ0592
 RQ0592.The dynamic height is computed by dividing the NAVD 88
 RQ0592.geopotential number by the normal gravity value computed on the
 RQ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0592.degrees latitude (g = 980.6199 gals.).
 RQ0592
 RQ0592.The modeled gravity was interpolated from observed gravity values.
 RQ0592
 RQ0592;                    North         East    Units  Estimated Accuracy
 RQ0592;SPC ND S     -    81,750.      662,590.      MT  (+/- 180 meters Scaled)
 RQ0592
 RQ0592                          SUPERSEDED SURVEY CONTROL
 RQ0592
 RQ0592.No superseded survey control is available for this station.
 RQ0592
 RQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS472386(NAD 83)
 RQ0592_MARKER: Q = CHISELED SQUARE
 RQ0592_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RQ0592+WITH SETTING: PAVEMENT
 RQ0592_SP_SET: ON TOP OF CONCRETE PORCH
 RQ0592_MARK LOGO: USGS  
 RQ0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0592+STABILITY: SURFACE MOTION
 RQ0592
 RQ0592  HISTORY     - Date     Condition        Report By
 RQ0592  HISTORY     - 1976     MONUMENTED       USGS
 RQ0592
 RQ0592                          STATION DESCRIPTION
 RQ0592
 RQ0592'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0592'13.7 KM (8.50 MI) SSE FROM NAPOLEON.
 RQ0592'1.1 MI. EAST OF TABLET, NEAR CORNER OF SECTIONS 23, 24,
 RQ0592'25 AND 26, T. 133 N., R. 72 W., 194 FEET SOUTH AND 44 FEET WEST OF
 RQ0592'ROAD AT EAST-WEST TRACKS, ON TOP OF NORTHEAST CORNER OF STOOP OF
 RQ0592'SCHOOL, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0590 ***********************************************************************
 RQ0590  DESIGNATION -  12 JES RM
 RQ0590  PID         -  RQ0590
 RQ0590  STATE/COUNTY-  ND/LOGAN
 RQ0590  USGS QUAD   -  BURNSTAD (1982)
 RQ0590
 RQ0590                         *CURRENT SURVEY CONTROL
 RQ0590  ___________________________________________________________________
 RQ0590* NAD 83(1986)-  46 23 58.     (N)    099 42 24.     (W)     SCALED    
 RQ0590* NAVD 88     -       620.601  (meters)    2036.09   (feet)  ADJUSTED  
 RQ0590  ___________________________________________________________________
 RQ0590  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RQ0590  DYNAMIC HT  -         620.581 (meters)    2036.02  (feet)  COMP
 RQ0590  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 RQ0590
 RQ0590  VERT ORDER  -  SECOND    CLASS 0
 RQ0590
 RQ0590.The horizontal coordinates were scaled from a topographic map and have
 RQ0590.an estimated accuracy of +/- 6 seconds.
 RQ0590
 RQ0590.The orthometric height was determined by differential leveling
 RQ0590.and adjusted by the National Geodetic Survey in June 1991..
 RQ0590
 RQ0590.The geoid height was determined by GEOID03.
 RQ0590
 RQ0590.The dynamic height is computed by dividing the NAVD 88
 RQ0590.geopotential number by the normal gravity value computed on the
 RQ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0590.degrees latitude (g = 980.6199 gals.).
 RQ0590
 RQ0590.The modeled gravity was interpolated from observed gravity values.
 RQ0590
 RQ0590;                    North         East    Units  Estimated Accuracy
 RQ0590;SPC ND S     -    81,760.      661,010.      MT  (+/- 180 meters Scaled)
 RQ0590
 RQ0590                          SUPERSEDED SURVEY CONTROL
 RQ0590
 RQ0590.No superseded survey control is available for this station.
 RQ0590
 RQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS456386(NAD 83)
 RQ0590_MARKER: Q = CHISELED SQUARE
 RQ0590_SETTING: 80 = SET IN A BOULDER
 RQ0590_SP_SET: BOULDER
 RQ0590_MARK LOGO: USGS  
 RQ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0590+STABILITY: SURFACE MOTION
 RQ0590
 RQ0590  HISTORY     - Date     Condition        Report By
 RQ0590  HISTORY     - 1976     MONUMENTED       USGS
 RQ0590
 RQ0590                          STATION DESCRIPTION
 RQ0590
 RQ0590'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0590'13.0 KM (8.10 MI) SSE FROM NAPOLEON.
 RQ0590'REFERENCE MARK NO. 12 1976, A CHISELED SQUARE ON TOP OF A 2 BY 4 FT.
 RQ0590'SANDSTONE BOULDER, 0.5 FT. HIGHER THAN GROUND, 30 FEET SOUTH AND 62
 RQ0590'FEET EAST OF Y-TRAIL, 137 FEET SOUTH AND 22 FEET EAST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0984 ***********************************************************************
 SL0984  DESIGNATION -  12 SAN
 SL0984  PID         -  SL0984
 SL0984  STATE/COUNTY-  ND/GRAND FORKS
 SL0984  USGS QUAD   -  LOGAN CENTER (1963)
 SL0984
 SL0984                         *CURRENT SURVEY CONTROL
 SL0984  ___________________________________________________________________
 SL0984* NAD 83(1986)-  47 47 16.     (N)    097 45 10.     (W)     SCALED    
 SL0984* NAVD 88     -       406.914  (meters)    1335.02   (feet)  ADJUSTED  
 SL0984  ___________________________________________________________________
 SL0984  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SL0984  DYNAMIC HT  -         406.975 (meters)    1335.22  (feet)  COMP
 SL0984  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 SL0984
 SL0984  VERT ORDER  -  SECOND    CLASS 0
 SL0984
 SL0984.The horizontal coordinates were scaled from a topographic map and have
 SL0984.an estimated accuracy of +/- 6 seconds.
 SL0984
 SL0984.The orthometric height was determined by differential leveling
 SL0984.and adjusted by the National Geodetic Survey in June 1991..
 SL0984
 SL0984.The geoid height was determined by GEOID03.
 SL0984
 SL0984.The dynamic height is computed by dividing the NAVD 88
 SL0984.geopotential number by the normal gravity value computed on the
 SL0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0984.degrees latitude (g = 980.6199 gals.).
 SL0984
 SL0984.The modeled gravity was interpolated from observed gravity values.
 SL0984
 SL0984;                    North         East    Units  Estimated Accuracy
 SL0984;SPC ND N     -    91,260.      805,800.      MT  (+/- 180 meters Scaled)
 SL0984
 SL0984                          SUPERSEDED SURVEY CONTROL
 SL0984
 SL0984  NGVD 29 (??/??/92)  406.547  (m)         1333.81   (f) ADJ UNCH    2 0
 SL0984
 SL0984.Superseded values are not recommended for survey control.
 SL0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0984.See file dsdata.txt to determine how the superseded data were derived.
 SL0984
 SL0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT934934(NAD 83)
 SL0984_MARKER: DD = SURVEY DISK
 SL0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0984_STAMPING: 12 SAN 1334 1961
 SL0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0984+STABILITY: SURFACE MOTION
 SL0984
 SL0984  HISTORY     - Date     Condition        Report By
 SL0984  HISTORY     - 1961     MONUMENTED       USGS
 SL0984  HISTORY     - 1963     GOOD             NGS
 SL0984
 SL0984                          STATION DESCRIPTION
 SL0984
 SL0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0984'13.2 MI NW FROM NORTHWOOD.
 SL0984'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0984'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD, THENCE
 SL0984'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 SL0984'STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SL0984'2.0 MILES WEST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, IN SECTION
 SL0984'30, T 150 N, R 55 W, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, 35
 SL0984'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTHEAST OF THE
 SL0984'CENTER OF THE INTERSECTION, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 0.8
 SL0984'FEET WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 SL0984'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0261 ***********************************************************************
 SM0261  DESIGNATION -  120 H
 SM0261  PID         -  SM0261
 SM0261  STATE/COUNTY-  ND/NELSON
 SM0261  USGS QUAD   -  LAMBS LAKE (1971)
 SM0261
 SM0261                         *CURRENT SURVEY CONTROL
 SM0261  ___________________________________________________________________
 SM0261* NAD 83(1986)-  47 52 30.     (N)    098 00 37.     (W)     SCALED    
 SM0261* NAVD 88     -       456.934  (meters)    1499.12   (feet)  ADJUSTED  
 SM0261  ___________________________________________________________________
 SM0261  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 SM0261  DYNAMIC HT  -         457.006 (meters)    1499.36  (feet)  COMP
 SM0261  MODELED GRAV-     980,754.9   (mgal)                       NAVD 88
 SM0261
 SM0261  VERT ORDER  -  SECOND    CLASS 0
 SM0261
 SM0261.The horizontal coordinates were scaled from a topographic map and have
 SM0261.an estimated accuracy of +/- 6 seconds.
 SM0261
 SM0261.The orthometric height was determined by differential leveling
 SM0261.and adjusted by the National Geodetic Survey in June 1991..
 SM0261
 SM0261.The geoid height was determined by GEOID03.
 SM0261
 SM0261.The dynamic height is computed by dividing the NAVD 88
 SM0261.geopotential number by the normal gravity value computed on the
 SM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0261.degrees latitude (g = 980.6199 gals.).
 SM0261
 SM0261.The modeled gravity was interpolated from observed gravity values.
 SM0261
 SM0261;                    North         East    Units  Estimated Accuracy
 SM0261;SPC ND N     -   100,290.      786,200.      MT  (+/- 180 meters Scaled)
 SM0261
 SM0261                          SUPERSEDED SURVEY CONTROL
 SM0261
 SM0261  NGVD 29 (??/??/92)  456.562  (m)         1497.90   (f) ADJ UNCH    2 0
 SM0261
 SM0261.Superseded values are not recommended for survey control.
 SM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0261.See file dsdata.txt to determine how the superseded data were derived.
 SM0261
 SM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU740028(NAD 83)
 SM0261_MARKER: DD = SURVEY DISK
 SM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0261_STAMPING: TT 120 H 1934
 SM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0261+STABILITY: SURFACE MOTION
 SM0261
 SM0261  HISTORY     - Date     Condition        Report By
 SM0261  HISTORY     - 1934     MONUMENTED       NDGS
 SM0261  HISTORY     - 1963     GOOD             NGS
 SM0261
 SM0261                          STATION DESCRIPTION
 SM0261
 SM0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0261'10.85 MI SW FROM PETERSBURG.
 SM0261'ABOUT 0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 SM0261'GREAT NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 9.0 MILES SOUTH
 SM0261'ALONG STATE HIGHWAY 32, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN
 SM0261'SECTION 30, T 151 N, R 57 W, 78 FEET SOUTHEAST OF THE CENTER OF AN
 SM0261'INTERSECTION WITH A GRAVELED ROAD LEADING SOUTH AND A TRAIL ROAD
 SM0261'NORTH, 65 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 40 FEET
 SM0261'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE, 1.5 FEET
 SM0261'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 SM0261'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1541 ***********************************************************************
 SL1541  DESIGNATION -  125 RGW
 SL1541  PID         -  SL1541
 SL1541  STATE/COUNTY-  ND/CASS
 SL1541  USGS QUAD   -  GARDNER (1963)
 SL1541
 SL1541                         *CURRENT SURVEY CONTROL
 SL1541  ___________________________________________________________________
 SL1541* NAD 83(1996)-  47 08 10.15056(N)    096 52 45.73747(W)     ADJUSTED  
 SL1541* NAVD 88     -       268.08   (+/-2cm)     879.5    (feet)  VERTCON   
 SL1541  ___________________________________________________________________
 SL1541  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 SL1541  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 SL1541
 SL1541  HORZ ORDER  -  THIRD
 SL1541  VERT ORDER  -  THIRD ? (See Below)
 SL1541
 SL1541.The horizontal coordinates were established by classical geodetic methods
 SL1541.and adjusted by the National Geodetic Survey in January 1998..
 SL1541
 SL1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1541.The vertical order pertains to the NGVD 29 superseded value.
 SL1541
 SL1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1541
 SL1541.The geoid height was determined by GEOID03.
 SL1541
 SL1541;                    North         East     Units Scale Factor Converg.
 SL1541;SPC ND S     -   169,673.926   874,559.143   MT  0.99994968   +2 38 27.0
 SL1541;SPC ND S     -   556,672.99  2,869,288.53   iFT  0.99994968   +2 38 27.0
 SL1541;SPC ND N     -    21,595.017   874,588.658   MT  1.00007164   +2 41 39.2
 SL1541;SPC ND N     -    70,849.79  2,869,385.36   iFT  1.00007164   +2 41 39.2
 SL1541;SPC MN C     -   340,747.430   600,561.757   MT  1.00001998   -1 54 07.4
 SL1541;UTM  14      - 5,222,476.231   660,809.297   MT  0.99991782   +1 33 16.9
 SL1541
 SL1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1541!SPC ND S     -   0.99996209  x   0.99994968  =   0.99991177
 SL1541!SPC ND N     -   0.99996209  x   1.00007164  =   1.00003373
 SL1541!SPC MN C     -   0.99996209  x   1.00001998  =   0.99998207
 SL1541!UTM  14      -   0.99996209  x   0.99991782  =   0.99987991
 SL1541
 SL1541:                Primary Azimuth Mark                     Grid Az
 SL1541:SPC ND S     -  STA 110                                  268 34 56.2
 SL1541:SPC ND N     -  STA 110                                  268 31 44.0
 SL1541:SPC MN C     -  STA 110                                  273 07 30.6
 SL1541:UTM  14      -  STA 110                                  269 40 06.3
 SL1541
 SL1541|---------------------------------------------------------------------|
 SL1541| PID    Reference Object                     Distance      Geod. Az  |
 SL1541|                                                           dddmmss.s |
 SL1541| SL1544 STA 110                             APPROX. 1.5 KM 2711323.2 |
 SL1541|---------------------------------------------------------------------|
 SL1541
 SL1541                          SUPERSEDED SURVEY CONTROL
 SL1541
 SL1541  NAD 83(1986)-  47 08 10.14987(N)    096 52 45.72908(W) AD(       ) 3
 SL1541  NAD 27      -  47 08 10.24183(N)    096 52 44.44268(W) AD(       ) 3
 SL1541  NGVD 29 (07/19/86)  267.76   (m)          878.5    (f) LEVELING    3  
 SL1541
 SL1541.Superseded values are not recommended for survey control.
 SL1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1541.See file dsdata.txt to determine how the superseded data were derived.
 SL1541
 SL1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6080922476(NAD 83)
 SL1541_MARKER: DE = TRAVERSE STATION DISK
 SL1541_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SL1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1541
 SL1541  HISTORY     - Date     Condition        Report By
 SL1541  HISTORY     - 1962     MONUMENTED       USGS
 SL1541
 SL1541                          STATION DESCRIPTION
 SL1541
 SL1541'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SL1541'PERLEY, 3.0 MI S. AND 4.0 MI W. OF.  TPS. 142 AND 143 N., R. 49 W.,
 SL1541'NEAR COR. SECS. 3, 4, 9 AND 10.  133 FT S., 357 FT W. AND 2.5 FT LOWER
 SL1541'THAN CROSSROAD, 3 FT W. OF POWER POLE AND IN CONCRETE POST.  A
 SL1541'STANDARD TABLET STAMPED---ET 125 RGW 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1310 ***********************************************************************
 TG1310  DESIGNATION -  13
 TG1310  PID         -  TG1310
 TG1310  STATE/COUNTY-  ND/WILLIAMS
 TG1310  USGS QUAD   -  WILLISTON EAST (1976)
 TG1310
 TG1310                         *CURRENT SURVEY CONTROL
 TG1310  ___________________________________________________________________
 TG1310* NAD 83(1986)-  48 09 21.     (N)    103 34 51.     (W)     SCALED    
 TG1310* NAVD 88     -       627.495  (meters)    2058.71   (feet)  ADJUSTED  
 TG1310  ___________________________________________________________________
 TG1310  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1310  DYNAMIC HT  -         627.587 (meters)    2059.01  (feet)  COMP
 TG1310  MODELED GRAV-     980,738.5   (mgal)                       NAVD 88
 TG1310
 TG1310  VERT ORDER  -  FIRST     CLASS II
 TG1310
 TG1310.The horizontal coordinates were scaled from a topographic map and have
 TG1310.an estimated accuracy of +/- 6 seconds.
 TG1310
 TG1310.The orthometric height was determined by differential leveling
 TG1310.and adjusted by the National Geodetic Survey in June 1991..
 TG1310
 TG1310.The geoid height was determined by GEOID03.
 TG1310
 TG1310.The dynamic height is computed by dividing the NAVD 88
 TG1310.geopotential number by the normal gravity value computed on the
 TG1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1310.degrees latitude (g = 980.6199 gals.).
 TG1310
 TG1310.The modeled gravity was interpolated from observed gravity values.
 TG1310
 TG1310;                    North         East    Units  Estimated Accuracy
 TG1310;SPC ND N     -   133,090.      370,860.      MT  (+/- 180 meters Scaled)
 TG1310
 TG1310                          SUPERSEDED SURVEY CONTROL
 TG1310
 TG1310  NGVD 29 (??/??/92)  627.013  (m)         2057.13   (f) ADJ UNCH    1 2
 TG1310
 TG1310.Superseded values are not recommended for survey control.
 TG1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1310.See file dsdata.txt to determine how the superseded data were derived.
 TG1310
 TG1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP055345(NAD 83)
 TG1310_MARKER: N = NAIL
 TG1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1310+STABILITY: SURFACE MOTION
 TG1310
 TG1310  HISTORY     - Date     Condition        Report By
 TG1310  HISTORY     - UNK      MONUMENTED       LOCENG
 TG1310  HISTORY     - 1946     GOOD             NGS
 TG1310
 TG1310                          STATION DESCRIPTION
 TG1310
 TG1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1310'2.3 MI NE FROM WILLISTON.
 TG1310'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1310'MAIN STREET, THENCE EAST 1.2 MILES ALONG A GRAVELED ROAD, THENCE NORTH
 TG1310'0.5 MILE ALONG A GRAVELED ROAD, THENCE EAST 0.5 MILE ALONG A GRAVELED
 TG1310'ROAD, THENCE NORTHEAST ACROSS A PASTURE 0.1 MILE TO THE TOP OF A HILL
 TG1310'AND SITE OF MARK, BENCH MARK IS ON TOP OF A SMALL MOUND ON THE SOUTH
 TG1310'SLOPE OF THE HILL, ABOUT 72 YARDS EAST OF A NORTH-SOUTH FENCE LINE AND
 TG1310'311.8 FEET SOUTH OF TRIANGULATION STATION WILLISTON 2 (B AND W). A
 TG1310'COPPER NAIL IN THE TOP OF A CONCRETE POST SURROUNDED BY THE LETTERS
 TG1310'USBR AND PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0583 ***********************************************************************
 RQ0583  DESIGNATION -  13 GLD A
 RQ0583  PID         -  RQ0583
 RQ0583  STATE/COUNTY-  ND/LOGAN
 RQ0583  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0583
 RQ0583                         *CURRENT SURVEY CONTROL
 RQ0583  ___________________________________________________________________
 RQ0583* NAD 83(1986)-  46 22 16.     (N)    099 46 10.     (W)     SCALED    
 RQ0583* NAVD 88     -       622.402  (meters)    2042.00   (feet)  ADJUSTED  
 RQ0583  ___________________________________________________________________
 RQ0583  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RQ0583  DYNAMIC HT  -         622.379 (meters)    2041.92  (feet)  COMP
 RQ0583  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 RQ0583
 RQ0583  VERT ORDER  -  SECOND    CLASS 0
 RQ0583
 RQ0583.The horizontal coordinates were scaled from a topographic map and have
 RQ0583.an estimated accuracy of +/- 6 seconds.
 RQ0583
 RQ0583.The orthometric height was determined by differential leveling
 RQ0583.and adjusted by the National Geodetic Survey in June 1991..
 RQ0583
 RQ0583.The geoid height was determined by GEOID03.
 RQ0583
 RQ0583.The dynamic height is computed by dividing the NAVD 88
 RQ0583.geopotential number by the normal gravity value computed on the
 RQ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0583.degrees latitude (g = 980.6199 gals.).
 RQ0583
 RQ0583.The modeled gravity was interpolated from observed gravity values.
 RQ0583
 RQ0583;                    North         East    Units  Estimated Accuracy
 RQ0583;SPC ND S     -    78,570.      656,210.      MT  (+/- 180 meters Scaled)
 RQ0583
 RQ0583                          SUPERSEDED SURVEY CONTROL
 RQ0583
 RQ0583.No superseded survey control is available for this station.
 RQ0583
 RQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS408355(NAD 83)
 RQ0583_MARKER: Q = CHISELED SQUARE
 RQ0583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0583_SP_SET: ON TOP OF CONCRETE CULVERT
 RQ0583_MARK LOGO: USGS  
 RQ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0583+STABILITY: SURFACE MOTION
 RQ0583
 RQ0583  HISTORY     - Date     Condition        Report By
 RQ0583  HISTORY     - 1976     MONUMENTED       USGS
 RQ0583
 RQ0583                          STATION DESCRIPTION
 RQ0583
 RQ0583'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0583'1.4 KM (0.90 MI) SOUTH FROM NAPOLEON.
 RQ0583'0.5 MI. NORTH OF TABLET, NEAR CORNER OF SECTIONS 5,
 RQ0583'6, 31 AND 32, T. 133 AND 134 N., R. 72 W., ON TOP OF EAST END OF  A
 RQ0583'24-INCH CONCRETE CULVERT, 53 FEET NORTH AND 43.5 FEET EAST OF
 RQ0583'CROSSROADS, A CHISELED SQUARE, PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1619 ***********************************************************************
 TF1619  DESIGNATION -  135
 TF1619  PID         -  TF1619
 TF1619  STATE/COUNTY-  ND/RENVILLE
 TF1619  USGS QUAD   -  GREENE (1949)
 TF1619
 TF1619                         *CURRENT SURVEY CONTROL
 TF1619  ___________________________________________________________________
 TF1619* NAD 83(1986)-  48 40 36.     (N)    101 41 28.     (W)     SCALED    
 TF1619* NAVD 88     -       513.867  (meters)    1685.91   (feet)  ADJUSTED  
 TF1619  ___________________________________________________________________
 TF1619  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 TF1619  DYNAMIC HT  -         513.972 (meters)    1686.26  (feet)  COMP
 TF1619  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 TF1619
 TF1619  VERT ORDER  -  SECOND    CLASS 0
 TF1619
 TF1619.The horizontal coordinates were scaled from a topographic map and have
 TF1619.an estimated accuracy of +/- 6 seconds.
 TF1619
 TF1619.The orthometric height was determined by differential leveling
 TF1619.and adjusted by the National Geodetic Survey in June 1991..
 TF1619
 TF1619.The geoid height was determined by GEOID03.
 TF1619
 TF1619.The dynamic height is computed by dividing the NAVD 88
 TF1619.geopotential number by the normal gravity value computed on the
 TF1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1619.degrees latitude (g = 980.6199 gals.).
 TF1619
 TF1619.The modeled gravity was interpolated from observed gravity values.
 TF1619
 TF1619;                    North         East    Units  Estimated Accuracy
 TF1619;SPC ND N     -   187,100.      512,290.      MT  (+/- 180 meters Scaled)
 TF1619
 TF1619                          SUPERSEDED SURVEY CONTROL
 TF1619
 TF1619  NGVD 29 (??/??/92)  513.505  (m)         1684.72   (f) ADJ UNCH    2 0
 TF1619
 TF1619.Superseded values are not recommended for survey control.
 TF1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1619.See file dsdata.txt to determine how the superseded data were derived.
 TF1619
 TF1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU019950(NAD 83)
 TF1619_MARKER: P = PIPE CAP
 TF1619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF1619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF1619_STAMPING: S18 S17 S19 S20 1935
 TF1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1619
 TF1619  HISTORY     - Date     Condition        Report By
 TF1619  HISTORY     - 1935     MONUMENTED       USDA
 TF1619  HISTORY     - 1963     GOOD             NGS
 TF1619
 TF1619                          STATION DESCRIPTION
 TF1619
 TF1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1619'1.85 MI NE FROM GREENE.
 TF1619'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1619'STATION AT GREENE, THENCE 1.6 MILES NORTH ALONG STATE ROAD 28, 0.05
 TF1619'MILES SOUTH OF THE JUNCTION WITH COUNTY ROAD 10, 76 FEET WEST OF THE
 TF1619'CENTER LINE OF THE ROAD, 30 FEET NORTH OF THE CENTER LINE OF A DIM
 TF1619'TRAIL ROAD LEADING WEST, 10 1/2 FEET NORTH OF A CORNER FENCE POST,
 TF1619'3-INCHES WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TF1619'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET ON THE TOP OF A 2
 TF1619'1/2-INCH IRON PIPE PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0309 ***********************************************************************
 SM0309  DESIGNATION -  14 DM
 SM0309  PID         -  SM0309
 SM0309  STATE/COUNTY-  ND/GRIGGS
 SM0309  USGS QUAD   -  JESSIE (1961)
 SM0309
 SM0309                         *CURRENT SURVEY CONTROL
 SM0309  ___________________________________________________________________
 SM0309* NAD 83(1986)-  47 36 56.     (N)    098 14 39.     (W)     SCALED    
 SM0309* NAVD 88     -       446.514  (meters)    1464.94   (feet)  ADJUSTED  
 SM0309  ___________________________________________________________________
 SM0309  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SM0309  DYNAMIC HT  -         446.581 (meters)    1465.16  (feet)  COMP
 SM0309  MODELED GRAV-     980,747.1   (mgal)                       NAVD 88
 SM0309
 SM0309  VERT ORDER  -  SECOND    CLASS 0
 SM0309
 SM0309.The horizontal coordinates were scaled from a topographic map and have
 SM0309.an estimated accuracy of +/- 6 seconds.
 SM0309
 SM0309.The orthometric height was determined by differential leveling
 SM0309.and adjusted by the National Geodetic Survey in June 1991..
 SM0309
 SM0309.The geoid height was determined by GEOID03.
 SM0309
 SM0309.The dynamic height is computed by dividing the NAVD 88
 SM0309.geopotential number by the normal gravity value computed on the
 SM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0309.degrees latitude (g = 980.6199 gals.).
 SM0309
 SM0309.The modeled gravity was interpolated from observed gravity values.
 SM0309
 SM0309;                    North         East    Units  Estimated Accuracy
 SM0309;SPC ND N     -    70,920.      769,560.      MT  (+/- 180 meters Scaled)
 SM0309
 SM0309                          SUPERSEDED SURVEY CONTROL
 SM0309
 SM0309  NGVD 29 (??/??/92)  446.17   (m)         1463.8    (f) COMPUTED    2 0
 SM0309
 SM0309.Superseded values are not recommended for survey control.
 SM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0309.See file dsdata.txt to determine how the superseded data were derived.
 SM0309
 SM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT567738(NAD 83)
 SM0309_MARKER: DD = SURVEY DISK
 SM0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0309_STAMPING: 14 DM 1959 ET 1464
 SM0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0309+STABILITY: SURFACE MOTION
 SM0309
 SM0309  HISTORY     - Date     Condition        Report By
 SM0309  HISTORY     - 1959     MONUMENTED       USGS
 SM0309  HISTORY     - 1963     GOOD             NGS
 SM0309
 SM0309                          STATION DESCRIPTION
 SM0309
 SM0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0309'9.05 MI NE FROM BINFORD.
 SM0309'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0309'RAILWAY STATION AT BINFORD, THENCE 4.0 MILES NORTH ALONG A GRAVELED
 SM0309'ROAD, IN SECTION 25, T 148 N, R 60 W, 190 FEET SOUTHWEST OF THE CENTER
 SM0309'OF A GRAVELED ROAD INTERSECTION, 35 FEET WEST OF THE CENTER LINE OF
 SM0309'THE ROAD, 185 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED
 SM0309'ROAD, 98 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A FORKED ELM TREE
 SM0309'WHICH IS IN A GROVE OF TREES, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 8
 SM0309'INCHES SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 SM0309'THE ROAD AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE
 SM0309'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0259 ***********************************************************************
 SM0259  DESIGNATION -  14 SAN
 SM0259  PID         -  SM0259
 SM0259  STATE/COUNTY-  ND/NELSON
 SM0259  USGS QUAD   -  LAMBS LAKE (1971)
 SM0259
 SM0259                         *CURRENT SURVEY CONTROL
 SM0259  ___________________________________________________________________
 SM0259* NAD 83(1986)-  47 52 31.     (N)    098 03 15.     (W)     SCALED    
 SM0259* NAVD 88     -       461.502  (meters)    1514.11   (feet)  ADJUSTED  
 SM0259  ___________________________________________________________________
 SM0259  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 SM0259  DYNAMIC HT  -         461.577 (meters)    1514.36  (feet)  COMP
 SM0259  MODELED GRAV-     980,759.7   (mgal)                       NAVD 88
 SM0259
 SM0259  VERT ORDER  -  SECOND    CLASS 0
 SM0259
 SM0259.The horizontal coordinates were scaled from a topographic map and have
 SM0259.an estimated accuracy of +/- 6 seconds.
 SM0259
 SM0259.The orthometric height was determined by differential leveling
 SM0259.and adjusted by the National Geodetic Survey in June 1991..
 SM0259
 SM0259.The geoid height was determined by GEOID03.
 SM0259
 SM0259.The dynamic height is computed by dividing the NAVD 88
 SM0259.geopotential number by the normal gravity value computed on the
 SM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0259.degrees latitude (g = 980.6199 gals.).
 SM0259
 SM0259.The modeled gravity was interpolated from observed gravity values.
 SM0259
 SM0259;                    North         East    Units  Estimated Accuracy
 SM0259;SPC ND N     -   100,220.      782,920.      MT  (+/- 180 meters Scaled)
 SM0259
 SM0259                          SUPERSEDED SURVEY CONTROL
 SM0259
 SM0259  NGVD 29 (??/??/92)  461.133  (m)         1512.90   (f) ADJ UNCH    2 0
 SM0259
 SM0259.Superseded values are not recommended for survey control.
 SM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0259.See file dsdata.txt to determine how the superseded data were derived.
 SM0259
 SM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU707028(NAD 83)
 SM0259_MARKER: DD = SURVEY DISK
 SM0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0259_STAMPING: 14 SAN 1513 1961
 SM0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0259+STABILITY: SURFACE MOTION
 SM0259
 SM0259  HISTORY     - Date     Condition        Report By
 SM0259  HISTORY     - 1961     MONUMENTED       USGS
 SM0259  HISTORY     - 1963     GOOD             NGS
 SM0259
 SM0259                          STATION DESCRIPTION
 SM0259
 SM0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0259'12.85 MI SW FROM PETERSBURG.
 SM0259'ABOUT 0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 SM0259'GREAT NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 9.0 MILES SOUTH
 SM0259'ALONG STATE HIGHWAY 32, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD,
 SM0259'IN SECTION 22, T 151 N, R 58 W, OR 0.2 MILE SOUTH ALONG A PAVED STREET
 SM0259'FROM THE GREAT NORTHERN RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE
 SM0259'EAST ALONG U.S. HIGHWAY 2, THENCE 8.1 MILES SOUTH ALONG COUNTY ROAD
 SM0259'35, THENCE 3.0 MILES EAST ALONG COUNTY ROAD 4, THENCE 2.0 MILES SOUTH
 SM0259'ALONG A GRAVELED ROAD, 141 FEET NORTHWEST OF THE CENTER OF A
 SM0259'INTERSECTION WITH A GRAVELED ROAD, 124 FEET WEST OF THE CENTER LINE OF
 SM0259'THE ROAD, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH
 SM0259'OF A POWER POLE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SM0259'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0259'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0405 ***********************************************************************
 TE0405  DESIGNATION -  14 Y
 TE0405  PID         -  TE0405
 TE0405  STATE/COUNTY-  ND/RAMSEY
 TE0405  USGS QUAD   -  BARTLETT (1970)
 TE0405
 TE0405                         *CURRENT SURVEY CONTROL
 TE0405  ___________________________________________________________________
 TE0405* NAD 83(1986)-  48 02 39.     (N)    098 26 00.     (W)     SCALED    
 TE0405* NAVD 88     -       467.015  (meters)    1532.20   (feet)  ADJUSTED  
 TE0405  ___________________________________________________________________
 TE0405  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE0405  DYNAMIC HT  -         467.092 (meters)    1532.45  (feet)  COMP
 TE0405  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 TE0405
 TE0405  VERT ORDER  -  FIRST     CLASS II
 TE0405
 TE0405.The horizontal coordinates were scaled from a topographic map and have
 TE0405.an estimated accuracy of +/- 6 seconds.
 TE0405
 TE0405.The orthometric height was determined by differential leveling
 TE0405.and adjusted by the National Geodetic Survey in June 1991..
 TE0405.WARNING-Repeat measurements at this control monument indicate possible
 TE0405.vertical movement.
 TE0405
 TE0405.The geoid height was determined by GEOID03.
 TE0405
 TE0405.The dynamic height is computed by dividing the NAVD 88
 TE0405.geopotential number by the normal gravity value computed on the
 TE0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0405.degrees latitude (g = 980.6199 gals.).
 TE0405
 TE0405.The modeled gravity was interpolated from observed gravity values.
 TE0405
 TE0405;                    North         East    Units  Estimated Accuracy
 TE0405;SPC ND N     -   118,160.      754,070.      MT  (+/- 180 meters Scaled)
 TE0405
 TE0405                          SUPERSEDED SURVEY CONTROL
 TE0405
 TE0405  NGVD 29 (??/??/92)  466.632  (m)         1530.94   (f) ADJ UNCH    1 2
 TE0405
 TE0405.Superseded values are not recommended for survey control.
 TE0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0405.See file dsdata.txt to determine how the superseded data were derived.
 TE0405
 TE0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU422213(NAD 83)
 TE0405_MARKER: DB = BENCH MARK DISK
 TE0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0405_STAMPING: TT STA NO 14 Y 1927
 TE0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0405+STABILITY: SURFACE MOTION
 TE0405
 TE0405  HISTORY     - Date     Condition        Report By
 TE0405  HISTORY     - 1927     MONUMENTED       USGS
 TE0405  HISTORY     - 1963     GOOD             NGS
 TE0405  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0405
 TE0405                          STATION DESCRIPTION
 TE0405
 TE0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0405'IN BARTLETT.
 TE0405'AT BARTLETT, IN S 25, R 61 W, T 153 N, 148.5 FEET SOUTHEAST OF THE
 TE0405'SOUTHEAST CORNER OF THE GREAT NORTHERN RAILWAY STATION, 99.3 FEET
 TE0405'SOUTH OF THE SOUTH RAIL, 111.5 FEET WEST OF THE CENTERLINE OF A
 TE0405'NORTHSOUTH GRAVELED ROAD, 57.0 FEET NORTHEAST OF THE NORTHWEST CORNER
 TE0405'OF A GARAGE, 7.5 FEET WEST OF A TELEPHONE POLE AND IN LINE WITH A ROW
 TE0405'OF POLES, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 TE0405'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 TE0405
 TE0405                          STATION RECOVERY (1982)
 TE0405
 TE0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0405'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0500 ***********************************************************************
 SM0500  DESIGNATION -  1402
 SM0500  PID         -  SM0500
 SM0500  STATE/COUNTY-  ND/GRIGGS
 SM0500  USGS QUAD   -  KARNAK (1961)
 SM0500
 SM0500                         *CURRENT SURVEY CONTROL
 SM0500  ___________________________________________________________________
 SM0500* NAD 83(1986)-  47 22 14.     (N)    098 06 51.     (W)     SCALED    
 SM0500* NAVD 88     -       427.863  (meters)    1403.75   (feet)  ADJUSTED  
 SM0500  ___________________________________________________________________
 SM0500  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 SM0500  DYNAMIC HT  -         427.904 (meters)    1403.88  (feet)  COMP
 SM0500  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 SM0500
 SM0500  VERT ORDER  -  SECOND    CLASS 0
 SM0500
 SM0500.The horizontal coordinates were scaled from a topographic map and have
 SM0500.an estimated accuracy of +/- 6 seconds.
 SM0500
 SM0500.The orthometric height was determined by differential leveling
 SM0500.and adjusted by the National Geodetic Survey in June 1991..
 SM0500
 SM0500.The geoid height was determined by GEOID03.
 SM0500
 SM0500.The dynamic height is computed by dividing the NAVD 88
 SM0500.geopotential number by the normal gravity value computed on the
 SM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0500.degrees latitude (g = 980.6199 gals.).
 SM0500
 SM0500.The modeled gravity was interpolated from observed gravity values.
 SM0500
 SM0500;                    North         East    Units  Estimated Accuracy
 SM0500;SPC ND N     -    43,990.      780,170.      MT  (+/- 180 meters Scaled)
 SM0500
 SM0500                          SUPERSEDED SURVEY CONTROL
 SM0500
 SM0500  NGVD 29 (??/??/92)  427.508  (m)         1402.58   (f) ADJ UNCH    2 0
 SM0500
 SM0500.Superseded values are not recommended for survey control.
 SM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0500.See file dsdata.txt to determine how the superseded data were derived.
 SM0500
 SM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT668467(NAD 83)
 SM0500_MARKER: DD = SURVEY DISK
 SM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0500_STAMPING: ET 26 DM 1959 1402
 SM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0500+STABILITY: SURFACE MOTION
 SM0500
 SM0500  HISTORY     - Date     Condition        Report By
 SM0500  HISTORY     - 1959     MONUMENTED       USGS
 SM0500  HISTORY     - 1964     GOOD             NGS
 SM0500
 SM0500                          STATION DESCRIPTION
 SM0500
 SM0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0500'5.5 MI S FROM COOPERSTOWN.
 SM0500'ABOUT 0.5 MILE EAST ALONG ROLLIN AVENUE FROM THE COURTHOUSE AT
 SM0500'COOPERSTOWN, THENCE 5.0 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION
 SM0500'13, R 59 W, T 145 N, NEAR A ROAD JUNCTION, 248 FEET NORTHWEST OF THE
 SM0500'CENTER OF ROAD JUNCTION, 740 FEET SOUTH OF BENCH MARK R 144 DESCRIBED,
 SM0500'45 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 20 FEET EAST OF A
 SM0500'TELEPHONE POLE, 18.5 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW
 SM0500'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 SM0500'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF8017 ***********************************************************************
 DF8017  DESIGNATION -  1413 A 1
 DF8017  PID         -  DF8017
 DF8017  STATE/COUNTY-  ND/CASS
 DF8017  USGS QUAD   -  FARGO SOUTH (1993)
 DF8017
 DF8017                         *CURRENT SURVEY CONTROL
 DF8017  ___________________________________________________________________
 DF8017* NAD 83(1986)-  46 52 28.     (N)    096 46 52.     (W)     SCALED    
 DF8017* NAVD 88     -       276.440  (meters)     906.95   (feet)  ADJUSTED  
 DF8017  ___________________________________________________________________
 DF8017  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DF8017  DYNAMIC HT  -         276.464 (meters)     907.03  (feet)  COMP
 DF8017  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 DF8017
 DF8017  VERT ORDER  -  SECOND    CLASS I
 DF8017
 DF8017.The horizontal coordinates were scaled from a topographic map and have
 DF8017.an estimated accuracy of +/- 6 seconds.
 DF8017
 DF8017.The orthometric height was determined by differential leveling
 DF8017.and adjusted by the National Geodetic Survey in April 2004..
 DF8017.No vertical observational check was made to the station.
 DF8017
 DF8017.The geoid height was determined by GEOID03.
 DF8017
 DF8017.The dynamic height is computed by dividing the NAVD 88
 DF8017.geopotential number by the normal gravity value computed on the
 DF8017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8017.degrees latitude (g = 980.6199 gals.).
 DF8017
 DF8017.The modeled gravity was interpolated from observed gravity values.
 DF8017
 DF8017;                    North         East    Units  Estimated Accuracy
 DF8017;SPC ND S     -   140,960.      883,380.      MT  (+/- 180 meters Scaled)
 DF8017
 DF8017                          SUPERSEDED SURVEY CONTROL
 DF8017
 DF8017.No superseded survey control is available for this station.
 DF8017
 DF8017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS690936(NAD 83)
 DF8017_MARKER: DD = SURVEY DISK
 DF8017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8017_SP_SET: BRIDGE ABUTMENT
 DF8017_STAMPING: 1413 A 1 2000
 DF8017_MARK LOGO: MNDT  
 DF8017_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8017+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF8017
 DF8017  HISTORY     - Date     Condition        Report By
 DF8017  HISTORY     - 2000     MONUMENTED       MNDT
 DF8017
 DF8017                          STATION DESCRIPTION
 DF8017
 DF8017'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8017'IN EAST EDGE OF FARGO N.D., IN ABUT AT SE COR OF SOUTH RR BRDG OF TWO
 DF8017'OVER 2ND ST, 45.0 FT (13.7 M) EAST OF 2ND ST, 200 FT (61.0 M) NORTH OF
 DF8017'MAIN ST, 9.4 FT (2.9 M) SOUTH OF SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0520 ***********************************************************************
 TF0520  DESIGNATION -  1419
 TF0520  PID         -  TF0520
 TF0520  STATE/COUNTY-  ND/BOTTINEAU
 TF0520  USGS QUAD   -  LANDA (1949)
 TF0520
 TF0520                         *CURRENT SURVEY CONTROL
 TF0520  ___________________________________________________________________
 TF0520* NAD 83(1986)-  48 54 31.     (N)    100 57 35.     (W)     SCALED    
 TF0520* NAVD 88     -       432.747  (meters)    1419.77   (feet)  ADJUSTED  
 TF0520  ___________________________________________________________________
 TF0520  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TF0520  DYNAMIC HT  -         432.850 (meters)    1420.11  (feet)  COMP
 TF0520  MODELED GRAV-     980,834.4   (mgal)                       NAVD 88
 TF0520
 TF0520  VERT ORDER  -  SECOND    CLASS 0
 TF0520
 TF0520.The horizontal coordinates were scaled from a topographic map and have
 TF0520.an estimated accuracy of +/- 6 seconds.
 TF0520
 TF0520.The orthometric height was determined by differential leveling
 TF0520.and adjusted by the National Geodetic Survey in June 1991..
 TF0520
 TF0520.The geoid height was determined by GEOID03.
 TF0520
 TF0520.The dynamic height is computed by dividing the NAVD 88
 TF0520.geopotential number by the normal gravity value computed on the
 TF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0520.degrees latitude (g = 980.6199 gals.).
 TF0520
 TF0520.The modeled gravity was interpolated from observed gravity values.
 TF0520
 TF0520;                    North         East    Units  Estimated Accuracy
 TF0520;SPC ND N     -   212,320.      566,300.      MT  (+/- 180 meters Scaled)
 TF0520
 TF0520                          SUPERSEDED SURVEY CONTROL
 TF0520
 TF0520  NGVD 29 (??/??/92)  432.394  (m)         1418.61   (f) ADJ UNCH    2 0
 TF0520
 TF0520.Superseded values are not recommended for survey control.
 TF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0520.See file dsdata.txt to determine how the superseded data were derived.
 TF0520
 TF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV564191(NAD 83)
 TF0520_MARKER: Q = CHISELED SQUARE
 TF0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0520_SP_SET: ABUTMENT
 TF0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0520
 TF0520  HISTORY     - Date     Condition        Report By
 TF0520  HISTORY     - UNK      MONUMENTED       USGS
 TF0520  HISTORY     - 1935     GOOD             NGS
 TF0520
 TF0520                          STATION DESCRIPTION
 TF0520
 TF0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0520'2.6 MI E FROM WESTHOPE.
 TF0520'2.6 MILES EAST ALONG A SECTION-LINE ROAD FROM THE CITY WATER TOWER AT
 TF0520'WESTHOPE, BOTTINEAU COUNTY, AT A BRIDGE OVER SOURIS RIVER, AND ON THE
 TF0520'TOP OF THE EAST END OF THE NORTH SIDE OF THE ABUTMENT.  A CHISELED
 TF0520'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0375 ***********************************************************************
 SM0375  DESIGNATION -  1420
 SM0375  PID         -  SM0375
 SM0375  STATE/COUNTY-  ND/GRIGGS
 SM0375  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0375
 SM0375                         *CURRENT SURVEY CONTROL
 SM0375  ___________________________________________________________________
 SM0375* NAD 83(1986)-  47 23 03.     (N)    098 08 18.     (W)     SCALED    
 SM0375* NAVD 88     -       433.325  (meters)    1421.67   (feet)  ADJUSTED  
 SM0375  ___________________________________________________________________
 SM0375  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SM0375  DYNAMIC HT  -         433.367 (meters)    1421.80  (feet)  COMP
 SM0375  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 SM0375
 SM0375  VERT ORDER  -  SECOND    CLASS 0
 SM0375
 SM0375.The horizontal coordinates were scaled from a topographic map and have
 SM0375.an estimated accuracy of +/- 6 seconds.
 SM0375
 SM0375.The orthometric height was determined by differential leveling
 SM0375.and adjusted by the National Geodetic Survey in June 1991..
 SM0375
 SM0375.The geoid height was determined by GEOID03.
 SM0375
 SM0375.The dynamic height is computed by dividing the NAVD 88
 SM0375.geopotential number by the normal gravity value computed on the
 SM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0375.degrees latitude (g = 980.6199 gals.).
 SM0375
 SM0375.The modeled gravity was interpolated from observed gravity values.
 SM0375
 SM0375;                    North         East    Units  Estimated Accuracy
 SM0375;SPC ND N     -    45,450.      778,300.      MT  (+/- 180 meters Scaled)
 SM0375
 SM0375                          SUPERSEDED SURVEY CONTROL
 SM0375
 SM0375  NGVD 29 (??/??/92)  432.969  (m)         1420.50   (f) ADJ UNCH    2 0
 SM0375
 SM0375.Superseded values are not recommended for survey control.
 SM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0375.See file dsdata.txt to determine how the superseded data were derived.
 SM0375
 SM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT650482(NAD 83)
 SM0375_MARKER: DB = BENCH MARK DISK
 SM0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0375_STAMPING: 1420 25 DM 1959
 SM0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0375+STABILITY: SURFACE MOTION
 SM0375
 SM0375  HISTORY     - Date     Condition        Report By
 SM0375  HISTORY     - 1959     MONUMENTED       USGS
 SM0375  HISTORY     - 1964     GOOD             NGS
 SM0375
 SM0375                          STATION DESCRIPTION
 SM0375
 SM0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0375'4.3 MI S FROM COOPERSTOWN.
 SM0375'ABOUT 4.3 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0375'STATION AT COOPERSTOWN, IN SECTION 14, T 145 N, R 59 W, 0.5 MILE SOUTH
 SM0375'OF SHEPARD, 125 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 0.05
 SM0375'MILE NORTHEAST OF MILEPOST 32, 53 FEET NORTHWEST OF THE NORTHWEST
 SM0375'RAIL, 60 FEET SOUTH OF THE CENTER LINE OF A ROAD, 7 FEET EAST OF A
 SM0375'POWER POLE, 5 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE,
 SM0375'0.9 FOOT FROM A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SM0375'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0606 ***********************************************************************
 SM0606  DESIGNATION -  1435
 SM0606  PID         -  SM0606
 SM0606  STATE/COUNTY-  ND/STUTSMAN
 SM0606  USGS QUAD   -  FRIED (1990)
 SM0606
 SM0606                         *CURRENT SURVEY CONTROL
 SM0606  ___________________________________________________________________
 SM0606* NAD 83(1986)-  47 00 30.     (N)    098 43 14.     (W)     SCALED    
 SM0606* NAVD 88     -       438.624  (meters)    1439.05   (feet)  ADJUSTED  
 SM0606  ___________________________________________________________________
 SM0606  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SM0606  DYNAMIC HT  -         438.646 (meters)    1439.12  (feet)  COMP
 SM0606  MODELED GRAV-     980,651.7   (mgal)                       NAVD 88
 SM0606
 SM0606  VERT ORDER  -  FIRST     CLASS II
 SM0606
 SM0606.The horizontal coordinates were scaled from a topographic map and have
 SM0606.an estimated accuracy of +/- 6 seconds.
 SM0606
 SM0606.The orthometric height was determined by differential leveling
 SM0606.and adjusted by the National Geodetic Survey in June 1991..
 SM0606.WARNING-Repeat measurements at this control monument indicate possible
 SM0606.vertical movement.
 SM0606
 SM0606.The geoid height was determined by GEOID03.
 SM0606
 SM0606.The dynamic height is computed by dividing the NAVD 88
 SM0606.geopotential number by the normal gravity value computed on the
 SM0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0606.degrees latitude (g = 980.6199 gals.).
 SM0606
 SM0606.The modeled gravity was interpolated from observed gravity values.
 SM0606
 SM0606;                    North         East    Units  Estimated Accuracy
 SM0606;SPC ND S     -   150,670.      735,300.      MT  (+/- 180 meters Scaled)
 SM0606
 SM0606                          SUPERSEDED SURVEY CONTROL
 SM0606
 SM0606  NGVD 29 (??/??/92)  438.234  (m)         1437.77   (f) ADJ UNCH    1 2
 SM0606
 SM0606.Superseded values are not recommended for survey control.
 SM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0606.See file dsdata.txt to determine how the superseded data were derived.
 SM0606
 SM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT212061(NAD 83)
 SM0606_MARKER: P = PIPE CAP
 SM0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SM0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SM0606_STAMPING: 1435 JMTN
 SM0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0606
 SM0606  HISTORY     - Date     Condition        Report By
 SM0606  HISTORY     - UNK      MONUMENTED       USGS
 SM0606  HISTORY     - 1961     GOOD             NGS
 SM0606
 SM0606                          STATION DESCRIPTION
 SM0606
 SM0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0606'7.2 MI N FROM JAMESTOWN.
 SM0606'7.2 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 SM0606'JAMESTOWN, STUTSMAN COUNTY, AT THE SOUTHWEST CORNER OF SECTION 19, T.
 SM0606'141 N., R. 63 W., 150 FEET EAST OF A WOODEN BRIDGE, ON THE SLOPE OF A
 SM0606'HILL, 82.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FENCE, AND 39.8
 SM0606'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF AN EAST-AND-WEST ROAD.
 SM0606'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1435 JMTN AND
 SM0606'RIVETED ON THE TOP OF AN IRON PIPE.  NOTE-- THE EAST-WEST ROAD PAST
 SM0606'THIS MARK HAS BEEN ABANDONED.  IT WAS REPORTED IN 1935 THAT THE PIPE
 SM0606'WAS SLIGHTLY TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0044 ***********************************************************************
 TF0044  DESIGNATION -  1442.7
 TF0044  PID         -  TF0044
 TF0044  STATE/COUNTY-  ND/MCHENRY
 TF0044  USGS QUAD   -  WILLOW CITY SW (1950)
 TF0044
 TF0044                         *CURRENT SURVEY CONTROL
 TF0044  ___________________________________________________________________
 TF0044* NAD 83(1986)-  48 30 22.     (N)    100 26 03.     (W)     SCALED    
 TF0044* NAVD 88     -       440.141  (meters)    1444.03   (feet)  ADJUSTED  
 TF0044  ___________________________________________________________________
 TF0044  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0044  DYNAMIC HT  -         440.238 (meters)    1444.35  (feet)  COMP
 TF0044  MODELED GRAV-     980,816.2   (mgal)                       NAVD 88
 TF0044
 TF0044  VERT ORDER  -  SECOND    CLASS 0
 TF0044
 TF0044.The horizontal coordinates were scaled from a topographic map and have
 TF0044.an estimated accuracy of +/- 6 seconds.
 TF0044
 TF0044.The orthometric height was determined by differential leveling
 TF0044.and adjusted by the National Geodetic Survey in June 1991..
 TF0044
 TF0044.The geoid height was determined by GEOID03.
 TF0044
 TF0044.The dynamic height is computed by dividing the NAVD 88
 TF0044.geopotential number by the normal gravity value computed on the
 TF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0044.degrees latitude (g = 980.6199 gals.).
 TF0044
 TF0044.The modeled gravity was interpolated from observed gravity values.
 TF0044
 TF0044;                    North         East    Units  Estimated Accuracy
 TF0044;SPC ND N     -   167,460.      604,860.      MT  (+/- 180 meters Scaled)
 TF0044
 TF0044                          SUPERSEDED SURVEY CONTROL
 TF0044
 TF0044  NGVD 29 (??/??/92)  439.776  (m)         1442.83   (f) ADJ UNCH    2 0
 TF0044
 TF0044.Superseded values are not recommended for survey control.
 TF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0044.See file dsdata.txt to determine how the superseded data were derived.
 TF0044
 TF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU940735(NAD 83)
 TF0044_MARKER: Q = CHISELED SQUARE
 TF0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0044_SP_SET: PIER
 TF0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0044
 TF0044  HISTORY     - Date     Condition        Report By
 TF0044  HISTORY     - UNK      MONUMENTED       USGS
 TF0044  HISTORY     - 1935     GOOD             NGS
 TF0044
 TF0044                          STATION DESCRIPTION
 TF0044
 TF0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0044'8.3 MI E FROM BANTRY.
 TF0044'8.3 MILES EAST ALONG THE BARTON ROAD FROM THE INTERSECTION OF STATE
 TF0044'HIGHWAY 14 AT BANTRY, MCHENRY COUNTY, AT A 100 FOOT STEEL GIRDER
 TF0044'BRIDGE OVER SOURIS RIVER, ON THE TOP OF THE NORTH SIDE OF THE
 TF0044'NORTHEAST CIRCULAR PIER TOP, 10 FEET NORTH OF THE CENTERLINE OF THE
 TF0044'BRIDGE, AND 1 FOOT LOWER THAN THE LEVEL OF THE BRIDGE DECK.  A
 TF0044'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0167 ***********************************************************************
 SM0167  DESIGNATION -  1450.50
 SM0167  PID         -  SM0167
 SM0167  STATE/COUNTY-  ND/NELSON
 SM0167  USGS QUAD   -  PEKIN (1951)
 SM0167
 SM0167                         *CURRENT SURVEY CONTROL
 SM0167  ___________________________________________________________________
 SM0167* NAD 83(1986)-  47 46 04.     (N)    098 16 07.     (W)     SCALED    
 SM0167* NAVD 88     -       442.315  (meters)    1451.16   (feet)  ADJUSTED  
 SM0167  ___________________________________________________________________
 SM0167  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SM0167  DYNAMIC HT  -         442.388 (meters)    1451.40  (feet)  COMP
 SM0167  MODELED GRAV-     980,764.4   (mgal)                       NAVD 88
 SM0167
 SM0167  VERT ORDER  -  SECOND    CLASS 0
 SM0167
 SM0167.The horizontal coordinates were scaled from a topographic map and have
 SM0167.an estimated accuracy of +/- 6 seconds.
 SM0167
 SM0167.The orthometric height was determined by differential leveling
 SM0167.and adjusted by the National Geodetic Survey in June 1991..
 SM0167
 SM0167.The geoid height was determined by GEOID03.
 SM0167
 SM0167.The dynamic height is computed by dividing the NAVD 88
 SM0167.geopotential number by the normal gravity value computed on the
 SM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0167.degrees latitude (g = 980.6199 gals.).
 SM0167
 SM0167.The modeled gravity was interpolated from observed gravity values.
 SM0167
 SM0167;                    North         East    Units  Estimated Accuracy
 SM0167;SPC ND N     -    87,790.      767,230.      MT  (+/- 180 meters Scaled)
 SM0167
 SM0167                          SUPERSEDED SURVEY CONTROL
 SM0167
 SM0167  NGVD 29 (??/??/92)  441.96   (m)         1450.0    (f) COMPUTED    2 0
 SM0167
 SM0167.Superseded values are not recommended for survey control.
 SM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0167.See file dsdata.txt to determine how the superseded data were derived.
 SM0167
 SM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT548907(NAD 83)
 SM0167_MARKER: Z = SEE DESCRIPTION
 SM0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0167_SP_SET: FENCE POST
 SM0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0167
 SM0167  HISTORY     - Date     Condition        Report By
 SM0167  HISTORY     - UNK      MONUMENTED       USGS
 SM0167  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0167
 SM0167                          STATION DESCRIPTION
 SM0167
 SM0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0167'3.5 MI SE FROM PEKIN.
 SM0167'3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0167'AT PEKIN, NELSON COUNTY, 0.5 MILE SOUTH ALONG A SECTION-LINE ROAD. 0.3
 SM0167'MILE SOUTH OF THE CORNER COMMON TO SECTIONS 25, 30, 31 AND 36, T. 150
 SM0167'N., R. 59 AND 60 W., AT THE NORTHWEST EDGE OF A GROUP OF COTTONWOOD
 SM0167'TREES WEST OF A FARMHOUSE, 80 FEET WEST OF A FENCE CORNER, 70 FEET
 SM0167'SOUTH OF THE FENCE, 5 FEET SOUTH OF A POLE, AND IN LINE WITH THE ROW
 SM0167'OF POLES.  THE TOP OF A STEEL FENCE POST PROJECTING 5 INCHES ABOVE
 SM0167'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0484 ***********************************************************************
 RP0484  DESIGNATION -  15
 RP0484  PID         -  RP0484
 RP0484  STATE/COUNTY-  ND/RICHLAND
 RP0484  USGS QUAD   -  SWAN LAKE (1964)
 RP0484
 RP0484                         *CURRENT SURVEY CONTROL
 RP0484  ___________________________________________________________________
 RP0484* NAD 83(1986)-  46 04 46.     (N)    097 01 55.     (W)     SCALED    
 RP0484* NAVD 88     -       337.864  (meters)    1108.48   (feet)  ADJUSTED  
 RP0484  ___________________________________________________________________
 RP0484  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP0484  DYNAMIC HT  -         337.863 (meters)    1108.47  (feet)  COMP
 RP0484  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 RP0484
 RP0484  VERT ORDER  -  SECOND    CLASS 0
 RP0484
 RP0484.The horizontal coordinates were scaled from a topographic map and have
 RP0484.an estimated accuracy of +/- 6 seconds.
 RP0484
 RP0484.The orthometric height was determined by differential leveling
 RP0484.and adjusted by the National Geodetic Survey in June 1991..
 RP0484
 RP0484.The geoid height was determined by GEOID03.
 RP0484
 RP0484.The dynamic height is computed by dividing the NAVD 88
 RP0484.geopotential number by the normal gravity value computed on the
 RP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0484.degrees latitude (g = 980.6199 gals.).
 RP0484
 RP0484.The modeled gravity was interpolated from observed gravity values.
 RP0484
 RP0484;                    North         East    Units  Estimated Accuracy
 RP0484;SPC ND S     -    51,800.      868,180.      MT  (+/- 180 meters Scaled)
 RP0484
 RP0484                          SUPERSEDED SURVEY CONTROL
 RP0484
 RP0484  NGVD 29 (??/??/92)  337.612  (m)         1107.65   (f) ADJ UNCH    2 0
 RP0484
 RP0484.Superseded values are not recommended for survey control.
 RP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0484.See file dsdata.txt to determine how the superseded data were derived.
 RP0484
 RP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS521047(NAD 83)
 RP0484_MARKER: P = PIPE CAP
 RP0484_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0484_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0484_STAMPING: STATION 15
 RP0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0484
 RP0484  HISTORY     - Date     Condition        Report By
 RP0484  HISTORY     - UNK      MONUMENTED       USGS
 RP0484  HISTORY     - 1934     GOOD             NGS
 RP0484  HISTORY     - 1975     GOOD             NGS
 RP0484
 RP0484                          STATION DESCRIPTION
 RP0484
 RP0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RP0484'6.8 MI W FROM HANKINSON.
 RP0484'6.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0484'HANKINSON, RICHLAND COUNTY, ABOUT 6 POLES WEST OF MILEPOST 32, ABOUT
 RP0484'800 FEET NORTH OF THE CENTER LINE OF THE GREAT NORTHERN RAILWAY TRACK,
 RP0484'ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY, AT A
 RP0484'PUBLIC-ROAD CROSSING, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, 15
 RP0484'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 RP0484'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 RP0484'STAMPED STATION 15 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 RP0484
 RP0484                          STATION RECOVERY (1975)
 RP0484
 RP0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RP0484'RECOVERED IN GOOD CONDITION AS DESCRIBED. ADDITIONAL DISTANCES ARE 16
 RP0484'FEET WEST OF THE WEST CROSSING SIGN, AND 11.2 FEET NORTH OF THE NORTH
 RP0484'RAIL. IT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0798 ***********************************************************************
 SO0798  DESIGNATION -  15 RDM
 SO0798  PID         -  SO0798
 SO0798  STATE/COUNTY-  ND/MCKENZIE
 SO0798  USGS QUAD   -  LONE BUTTE NW (1959)
 SO0798
 SO0798                         *CURRENT SURVEY CONTROL
 SO0798  ___________________________________________________________________
 SO0798* NAD 83(1996)-  47 37 30.82211(N)    103 14 53.80816(W)     ADJUSTED  
 SO0798* NAVD 88     -       773.79   (+/-2cm)    2538.7    (feet)  VERTCON   
 SO0798  ___________________________________________________________________
 SO0798  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SO0798  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SO0798
 SO0798  HORZ ORDER  -  THIRD
 SO0798  VERT ORDER  -  THIRD ? (See Below)
 SO0798
 SO0798.The horizontal coordinates were established by classical geodetic methods
 SO0798.and adjusted by the National Geodetic Survey in January 1998..
 SO0798
 SO0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0798.The vertical order pertains to the NGVD 29 superseded value.
 SO0798
 SO0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0798
 SO0798.The geoid height was determined by GEOID03.
 SO0798
 SO0798;                    North         East     Units Scale Factor Converg.
 SO0798;SPC ND N     -    73,199.249   393,478.165   MT  0.99996781   -2 02 42.3
 SO0798;SPC ND N     -   240,155.02  1,290,938.86   iFT  0.99996781   -2 02 42.3
 SO0798;UTM  13      - 5,276,133.803   631,612.158   MT  0.99981286   +1 17 39.4
 SO0798
 SO0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0798!SPC ND N     -   0.99988147  x   0.99996781  =   0.99984928
 SO0798!UTM  13      -   0.99988147  x   0.99981286  =   0.99969435
 SO0798
 SO0798:                Primary Azimuth Mark                     Grid Az
 SO0798:SPC ND N     -  ROUGH                                    057 10 33.7
 SO0798:UTM  13      -  ROUGH                                    053 50 12.0
 SO0798
 SO0798|---------------------------------------------------------------------|
 SO0798| PID    Reference Object                     Distance      Geod. Az  |
 SO0798|                                                           dddmmss.s |
 SO0798| SO0796 ROUGH                               APPROX. 8.6 KM 0550751.4 |
 SO0798|---------------------------------------------------------------------|
 SO0798
 SO0798                          SUPERSEDED SURVEY CONTROL
 SO0798
 SO0798  NAD 83(1986)-  47 37 30.81911(N)    103 14 53.79647(W) AD(       ) 3
 SO0798  NAD 27      -  47 37 30.77358(N)    103 14 52.11302(W) AD(       ) 3
 SO0798  NGVD 29 (07/19/86)  773.26   (m)         2536.9    (f) LEVELING    3  
 SO0798
 SO0798.Superseded values are not recommended for survey control.
 SO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0798.See file dsdata.txt to determine how the superseded data were derived.
 SO0798
 SO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3161276134(NAD 83)
 SO0798_MARKER: DD = SURVEY DISK
 SO0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0798+STABILITY: SURFACE MOTION
 SO0798
 SO0798  HISTORY     - Date     Condition        Report By
 SO0798  HISTORY     - 1957     MONUMENTED       USGS
 SO0798
 SO0798                          STATION DESCRIPTION
 SO0798
 SO0798'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0798'STATION IS LOCATED ABOUT 12.0 MI S. OF WATFORD CITY, NEAR THE QUARTER
 SO0798'CORNER BETWEEN SECS. 23 AND 24, T. 148 N., R. 99 W., ABOUT 0.5 MI E.
 SO0798'OF THE RANDALL SCHOOL, 460 FT N. AND 30 FT W. OF A T - TRAIL W., 258
 SO0798'FT SW. OF THE SW. CORNER OF AN OLD ABANDONED HOUSE, 87 FT W. OF
 SO0798'CENTERLINE OF TRAIL, 2 FT E. OF A N. - S. FENCE AT CREST.  A STANDARD
 SO0798'BENCH MARK TABLET STAMPED---15 RDM---SET IN TOP OF A CONCRETE POST AND
 SO0798'PROJECTING ABOUT 0.9 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0617 ***********************************************************************
 SM0617  DESIGNATION -  1525
 SM0617  PID         -  SM0617
 SM0617  STATE/COUNTY-  ND/STUTSMAN
 SM0617  USGS QUAD   -  COURTENAY (1951)
 SM0617
 SM0617                         *CURRENT SURVEY CONTROL
 SM0617  ___________________________________________________________________
 SM0617* NAD 83(1986)-  47 14 24.     (N)    098 35 38.     (W)     SCALED    
 SM0617* NAVD 88     -       466.023  (meters)    1528.94   (feet)  ADJUSTED  
 SM0617  ___________________________________________________________________
 SM0617  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 SM0617  DYNAMIC HT  -         466.059 (meters)    1529.06  (feet)  COMP
 SM0617  MODELED GRAV-     980,674.9   (mgal)                       NAVD 88
 SM0617
 SM0617  VERT ORDER  -  SECOND    CLASS 0
 SM0617
 SM0617.The horizontal coordinates were scaled from a topographic map and have
 SM0617.an estimated accuracy of +/- 6 seconds.
 SM0617
 SM0617.The orthometric height was determined by differential leveling
 SM0617.and adjusted by the National Geodetic Survey in June 1991..
 SM0617
 SM0617.The geoid height was determined by GEOID03.
 SM0617
 SM0617.The dynamic height is computed by dividing the NAVD 88
 SM0617.geopotential number by the normal gravity value computed on the
 SM0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0617.degrees latitude (g = 980.6199 gals.).
 SM0617
 SM0617.The modeled gravity was interpolated from observed gravity values.
 SM0617
 SM0617;                    North         East    Units  Estimated Accuracy
 SM0617;SPC ND S     -   176,640.      744,300.      MT  (+/- 180 meters Scaled)
 SM0617
 SM0617                          SUPERSEDED SURVEY CONTROL
 SM0617
 SM0617  NGVD 29 (??/??/92)  465.648  (m)         1527.71   (f) ADJ UNCH    2 0
 SM0617
 SM0617.Superseded values are not recommended for survey control.
 SM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0617.See file dsdata.txt to determine how the superseded data were derived.
 SM0617
 SM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT307319(NAD 83)
 SM0617_MARKER: P = PIPE CAP
 SM0617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SM0617_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SM0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0617
 SM0617  HISTORY     - Date     Condition        Report By
 SM0617  HISTORY     - UNK      MONUMENTED       USGS
 SM0617  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0617
 SM0617                          STATION DESCRIPTION
 SM0617
 SM0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0617'2.8 MI NW FROM COURTENAY.
 SM0617'1.3 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL AT
 SM0617'COURTENAY, STUTSMAN COUNTY, THENCE 1.5 MILES WEST ALONG ANOTHER
 SM0617'SECTION-LINE ROAD.  AT THE CORNER OF SECTIONS 1, 6, 31, AND 36, AT A
 SM0617'ROAD INTERSECTION, 24 FEET WEST OF THE CENTER LINE OF THE
 SM0617'NORTH-AND-SOUTH ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE
 SM0617'EAST-AND-WEST ROAD, AND 18 FEET SOUTH OF A FENCE CORNER.  A UNITED
 SM0617'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED JMTN 1525 AND RIVETED
 SM0617'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN 1935
 SM0617'THAT THE CENTER OF THIS CAP HAS BEEN BROKEN, BUT THE IRON PIPE IS
 SM0617'SOLID IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0652 ***********************************************************************
 SM0652  DESIGNATION -  1529
 SM0652  PID         -  SM0652
 SM0652  STATE/COUNTY-  ND/STUTSMAN
 SM0652  USGS QUAD   -  BUCHANAN (1990)
 SM0652
 SM0652                         *CURRENT SURVEY CONTROL
 SM0652  ___________________________________________________________________
 SM0652* NAD 83(1986)-  47 00 30.     (N)    098 50 50.     (W)     SCALED    
 SM0652* NAVD 88     -       467.406  (meters)    1533.48   (feet)  ADJUSTED  
 SM0652  ___________________________________________________________________
 SM0652  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SM0652  DYNAMIC HT  -         467.428 (meters)    1533.55  (feet)  COMP
 SM0652  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 SM0652
 SM0652  VERT ORDER  -  FIRST     CLASS II
 SM0652
 SM0652.The horizontal coordinates were scaled from a topographic map and have
 SM0652.an estimated accuracy of +/- 6 seconds.
 SM0652
 SM0652.The orthometric height was determined by differential leveling
 SM0652.and adjusted by the National Geodetic Survey in June 1991..
 SM0652
 SM0652.The geoid height was determined by GEOID03.
 SM0652
 SM0652.The dynamic height is computed by dividing the NAVD 88
 SM0652.geopotential number by the normal gravity value computed on the
 SM0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0652.degrees latitude (g = 980.6199 gals.).
 SM0652
 SM0652.The modeled gravity was interpolated from observed gravity values.
 SM0652
 SM0652;                    North         East    Units  Estimated Accuracy
 SM0652;SPC ND S     -   150,460.      725,670.      MT  (+/- 180 meters Scaled)
 SM0652
 SM0652                          SUPERSEDED SURVEY CONTROL
 SM0652
 SM0652  NGVD 29 (??/??/92)  467.011  (m)         1532.19   (f) ADJ UNCH    1 2
 SM0652
 SM0652.Superseded values are not recommended for survey control.
 SM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0652.See file dsdata.txt to determine how the superseded data were derived.
 SM0652
 SM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT116061(NAD 83)
 SM0652_MARKER: P = PIPE CAP
 SM0652_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SM0652_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SM0652_STAMPING: JMTN 1529
 SM0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0652
 SM0652  HISTORY     - Date     Condition        Report By
 SM0652  HISTORY     - UNK      MONUMENTED       USGS
 SM0652  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0652
 SM0652                          STATION DESCRIPTION
 SM0652
 SM0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0652'4.0 MI S FROM BUCHANAN.
 SM0652'4.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM BUCHANAN, 3.0
 SM0652'MILES WEST ALONG A SECTION LINE ROAD, AT THE SOUTHWEST CORNER OF
 SM0652'SECTION 19, T 141 N, R 64 W, AT A ROAD INTERSECTION, 36 FEET NORTHEAST
 SM0652'OF THE CENTER OF THE INTERSECTION, 4 FEET SOUTH OF A FENCH CORNER, AND
 SM0652'IN LINE WITH A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0794 ***********************************************************************
 SM0794  DESIGNATION -  1543
 SM0794  PID         -  SM0794
 SM0794  STATE/COUNTY-  ND/BENSON
 SM0794  USGS QUAD   -  FLORA (1986)
 SM0794
 SM0794                         *CURRENT SURVEY CONTROL
 SM0794  ___________________________________________________________________
 SM0794* NAD 83(1986)-  47 52 33.     (N)    099 26 49.     (W)     SCALED    
 SM0794* NAVD 88     -       470.882  (meters)    1544.89   (feet)  ADJUSTED  
 SM0794  ___________________________________________________________________
 SM0794  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SM0794  DYNAMIC HT  -         470.947 (meters)    1545.10  (feet)  COMP
 SM0794  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 SM0794
 SM0794  VERT ORDER  -  SECOND    CLASS 0
 SM0794
 SM0794.The horizontal coordinates were scaled from a topographic map and have
 SM0794.an estimated accuracy of +/- 6 seconds.
 SM0794
 SM0794.The orthometric height was determined by differential leveling
 SM0794.and adjusted by the National Geodetic Survey in June 1991..
 SM0794
 SM0794.The geoid height was determined by GEOID03.
 SM0794
 SM0794.The dynamic height is computed by dividing the NAVD 88
 SM0794.geopotential number by the normal gravity value computed on the
 SM0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0794.degrees latitude (g = 980.6199 gals.).
 SM0794
 SM0794.The modeled gravity was interpolated from observed gravity values.
 SM0794
 SM0794;                    North         East    Units  Estimated Accuracy
 SM0794;SPC ND N     -    97,910.      678,770.      MT  (+/- 180 meters Scaled)
 SM0794
 SM0794                          SUPERSEDED SURVEY CONTROL
 SM0794
 SM0794  NGVD 29 (??/??/92)  470.506  (m)         1543.65   (f) ADJ UNCH    2 0
 SM0794
 SM0794.Superseded values are not recommended for survey control.
 SM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0794.See file dsdata.txt to determine how the superseded data were derived.
 SM0794
 SM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU665025(NAD 83)
 SM0794_MARKER: Z = SEE DESCRIPTION
 SM0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0794_SP_SET: STEEL ROD
 SM0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0794
 SM0794  HISTORY     - Date     Condition        Report By
 SM0794  HISTORY     - UNK      MONUMENTED       USGS
 SM0794  HISTORY     - 1935     GOOD             NGS
 SM0794
 SM0794                          STATION DESCRIPTION
 SM0794
 SM0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0794'9.8 MI SE FROM MADDOCK.
 SM0794'0.8 MILE EAST, THENCE 6.0 MILES SOUTH, THENCE 3.0 MILES EAST ALONG
 SM0794'SECTION-LINES ROAD FROM THE FARMERS STATE BANK BLDG.  AT THE CORNER
 SM0794'COMMON TO SECTIONS 23, 24, 25, 26, T 151 N, R 69 W, AT A SECTION-LINE
 SM0794'ROAD INTERSECTION, AND EAST OF THE NORTH-AND-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0791 ***********************************************************************
 SM0791  DESIGNATION -  1594
 SM0791  PID         -  SM0791
 SM0791  STATE/COUNTY-  ND/BENSON
 SM0791  USGS QUAD   -  FLORA (1986)
 SM0791
 SM0791                         *CURRENT SURVEY CONTROL
 SM0791  ___________________________________________________________________
 SM0791* NAD 83(1986)-  47 59 29.     (N)    099 29 26.     (W)     SCALED    
 SM0791* NAVD 88     -       486.325  (meters)    1595.55   (feet)  ADJUSTED  
 SM0791  ___________________________________________________________________
 SM0791  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SM0791  DYNAMIC HT  -         486.398 (meters)    1595.79  (feet)  COMP
 SM0791  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 SM0791
 SM0791  VERT ORDER  -  SECOND    CLASS 0
 SM0791
 SM0791.The horizontal coordinates were scaled from a topographic map and have
 SM0791.an estimated accuracy of +/- 6 seconds.
 SM0791
 SM0791.The orthometric height was determined by differential leveling
 SM0791.and adjusted by the National Geodetic Survey in June 1991..
 SM0791
 SM0791.The geoid height was determined by GEOID03.
 SM0791
 SM0791.The dynamic height is computed by dividing the NAVD 88
 SM0791.geopotential number by the normal gravity value computed on the
 SM0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0791.degrees latitude (g = 980.6199 gals.).
 SM0791
 SM0791.The modeled gravity was interpolated from observed gravity values.
 SM0791
 SM0791;                    North         East    Units  Estimated Accuracy
 SM0791;SPC ND N     -   110,720.      675,340.      MT  (+/- 180 meters Scaled)
 SM0791
 SM0791                          SUPERSEDED SURVEY CONTROL
 SM0791
 SM0791  NGVD 29 (??/??/92)  485.946  (m)         1594.31   (f) ADJ UNCH    2 0
 SM0791
 SM0791.Superseded values are not recommended for survey control.
 SM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0791.See file dsdata.txt to determine how the superseded data were derived.
 SM0791
 SM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU634154(NAD 83)
 SM0791_MARKER: Z = SEE DESCRIPTION
 SM0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0791_SP_SET: ROD
 SM0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0791
 SM0791  HISTORY     - Date     Condition        Report By
 SM0791  HISTORY     - UNK      MONUMENTED       USGS
 SM0791  HISTORY     - 1935     GOOD             NGS
 SM0791
 SM0791                          STATION DESCRIPTION
 SM0791
 SM0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0791'3.8 MI NE FROM MADDOCK.
 SM0791'.8 MILE EAST, 2 MILES NORTH, 1 MILE EAST, ALONG SECTION ROAD, FROM
 SM0791'FARMERS STATE BANK BLD. R 69 W, T 152 N, N.E. CORNER SEC. 16.  41.8
 SM0791'FEET SOUTHWEST OF JUNCTION OF EAST-WEST ROAD AND NORTH-SOUTH ROAD. 30
 SM0791'FEET WEST OF NORTH-SOUTH ROAD.  22 FEET SOUTH OF EAST-WEST ROAD. 1 FT.
 SM0791'NORTHWEST OF NORTHEAST CORNER POST.  TOP OF STEEL ROD, EXTENDING 2
 SM0791'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0792 ***********************************************************************
 SM0792  DESIGNATION -  1595
 SM0792  PID         -  SM0792
 SM0792  STATE/COUNTY-  ND/BENSON
 SM0792  USGS QUAD   -  FLORA (1986)
 SM0792
 SM0792                         *CURRENT SURVEY CONTROL
 SM0792  ___________________________________________________________________
 SM0792* NAD 83(1986)-  47 59 30.     (N)    099 28 06.     (W)     SCALED    
 SM0792* NAVD 88     -       486.642  (meters)    1596.59   (feet)  ADJUSTED  
 SM0792  ___________________________________________________________________
 SM0792  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 SM0792  DYNAMIC HT  -         486.714 (meters)    1596.83  (feet)  COMP
 SM0792  MODELED GRAV-     980,745.6   (mgal)                       NAVD 88
 SM0792
 SM0792  VERT ORDER  -  SECOND    CLASS 0
 SM0792
 SM0792.The horizontal coordinates were scaled from a topographic map and have
 SM0792.an estimated accuracy of +/- 6 seconds.
 SM0792
 SM0792.The orthometric height was determined by differential leveling
 SM0792.and adjusted by the National Geodetic Survey in June 1991..
 SM0792
 SM0792.The geoid height was determined by GEOID03.
 SM0792
 SM0792.The dynamic height is computed by dividing the NAVD 88
 SM0792.geopotential number by the normal gravity value computed on the
 SM0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0792.degrees latitude (g = 980.6199 gals.).
 SM0792
 SM0792.The modeled gravity was interpolated from observed gravity values.
 SM0792
 SM0792;                    North         East    Units  Estimated Accuracy
 SM0792;SPC ND N     -   110,770.      676,990.      MT  (+/- 180 meters Scaled)
 SM0792
 SM0792                          SUPERSEDED SURVEY CONTROL
 SM0792
 SM0792  NGVD 29 (??/??/92)  486.262  (m)         1595.34   (f) ADJ UNCH    2 0
 SM0792
 SM0792.Superseded values are not recommended for survey control.
 SM0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0792.See file dsdata.txt to determine how the superseded data were derived.
 SM0792
 SM0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU650154(NAD 83)
 SM0792_MARKER: Z = SEE DESCRIPTION
 SM0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0792_SP_SET: FORD AXLE
 SM0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0792
 SM0792  HISTORY     - Date     Condition        Report By
 SM0792  HISTORY     - UNK      MONUMENTED       USGS
 SM0792  HISTORY     - 1935     GOOD             NGS
 SM0792
 SM0792                          STATION DESCRIPTION
 SM0792
 SM0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0792'4.1 MI NE FROM MADDOCK.
 SM0792'.8 MILE EAST, 2 MILES NORTH AND 2.1 MILES EAST, ALONG SECTION ROAD,
 SM0792'FROM FARMERS STATE BANK BLDG. R 69 W, T 152 N, SEC. 11.  S.W. CORNER
 SM0792'OF.  28 FEET NORTHEAST OF CENTERLINE OF INTERSECTION OF TWO ROADS. 20
 SM0792'FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  16 FEET NORTH OF
 SM0792'CENTERLINE OF EAST-WEST ROAD.  0.8 FT. EAST OF SOUTHWEST CORNER OF
 SM0792'FENCE.  TOP OF FORD AXLE EXTENDING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0268 ***********************************************************************
 RR0268  DESIGNATION -  1655
 RR0268  PID         -  RR0268
 RR0268  STATE/COUNTY-  ND/BURLEIGH
 RR0268  USGS QUAD   -  MENOKEN SW (1976)
 RR0268
 RR0268                         *CURRENT SURVEY CONTROL
 RR0268  ___________________________________________________________________
 RR0268* NAD 83(1986)-  46 48 33.     (N)    100 42 34.     (W)     SCALED    
 RR0268* NAVD 88     -       504.160  (meters)    1654.06   (feet)  POSTED    
 RR0268  ___________________________________________________________________
 RR0268  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0268  DYNAMIC HT  -         504.170 (meters)    1654.10  (feet)  COMP
 RR0268  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 RR0268
 RR0268  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RR0268
 RR0268.The horizontal coordinates were scaled from a topographic map and have
 RR0268.an estimated accuracy of +/- 6 seconds.
 RR0268
 RR0268.The orthometric height was determined by differential leveling
 RR0268.and adjusted by the National Geodetic Survey in 1992..
 RR0268.No vertical observational check was made to the station.
 RR0268.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RR0268.was located on a no-check spur therefore a value was not computed.
 RR0268
 RR0268.The geoid height was determined by GEOID03.
 RR0268
 RR0268.The dynamic height is computed by dividing the NAVD 88
 RR0268.geopotential number by the normal gravity value computed on the
 RR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0268.degrees latitude (g = 980.6199 gals.).
 RR0268
 RR0268.The modeled gravity was interpolated from observed gravity values.
 RR0268
 RR0268;                    North         East    Units  Estimated Accuracy
 RR0268;SPC ND S     -   127,020.      584,020.      MT  (+/- 180 meters Scaled)
 RR0268
 RR0268                          SUPERSEDED SURVEY CONTROL
 RR0268
 RR0268.No superseded survey control is available for this station.
 RR0268
 RR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS695853(NAD 83)
 RR0268_MARKER: P = PIPE CAP
 RR0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RR0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RR0268_STAMPING: 1652.713
 RR0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0268
 RR0268  HISTORY     - Date     Condition        Report By
 RR0268  HISTORY     - UNK      MONUMENTED       USGS
 RR0268  HISTORY     - 1961     MARK NOT FOUND   NGS
 RR0268  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0268
 RR0268                          STATION DESCRIPTION
 RR0268
 RR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RR0268'6 MI E FROM BISMARCK.
 RR0268'ABOUT 3 MILES EAST OF BISMARCK, BURLEIGH COUNTY, IN GIBBS TOWNSHIP, AT
 RR0268'THE SOUTHWEST CORNER OF SEC. 31, T. 139 N., R. 79 W., 72 FEET EAST OF
 RR0268'THE CENTER LINE OF A SECTIONLINE ROAD, AND 51 FEET NORTH OF THE CENTER
 RR0268'LINE OF THE OTHER SECTIONLINE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 RR0268'STANDARD CAP, STAMPED 1652.713 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 RR0268'IRON PIPE PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 RR0268
 RR0268                          STATION RECOVERY (1982)
 RR0268
 RR0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0268'NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0265 ***********************************************************************
 RR0265  DESIGNATION -  1680
 RR0265  PID         -  RR0265
 RR0265  STATE/COUNTY-  ND/BURLEIGH
 RR0265  USGS QUAD   -  MENOKEN (1975)
 RR0265
 RR0265                         *CURRENT SURVEY CONTROL
 RR0265  ___________________________________________________________________
 RR0265* NAD 83(1986)-  46 48 32.     (N)    100 34 59.     (W)     SCALED    
 RR0265* NAVD 88     -       511.780  (meters)    1679.06   (feet)  POSTED    
 RR0265  ___________________________________________________________________
 RR0265  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RR0265  DYNAMIC HT  -         511.790 (meters)    1679.10  (feet)  COMP
 RR0265  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 RR0265
 RR0265  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RR0265
 RR0265.The horizontal coordinates were scaled from a topographic map and have
 RR0265.an estimated accuracy of +/- 6 seconds.
 RR0265
 RR0265.The orthometric height was determined by differential leveling
 RR0265.and adjusted by the National Geodetic Survey in 1992..
 RR0265.No vertical observational check was made to the station.
 RR0265.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RR0265.was located on a no-check spur therefore a value was not computed.
 RR0265
 RR0265.The geoid height was determined by GEOID03.
 RR0265
 RR0265.The dynamic height is computed by dividing the NAVD 88
 RR0265.geopotential number by the normal gravity value computed on the
 RR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0265.degrees latitude (g = 980.6199 gals.).
 RR0265
 RR0265.The modeled gravity was interpolated from observed gravity values.
 RR0265
 RR0265;                    North         East    Units  Estimated Accuracy
 RR0265;SPC ND S     -   126,970.      593,660.      MT  (+/- 180 meters Scaled)
 RR0265
 RR0265                          SUPERSEDED SURVEY CONTROL
 RR0265
 RR0265.No superseded survey control is available for this station.
 RR0265
 RR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS792851(NAD 83)
 RR0265_MARKER: P = PIPE CAP
 RR0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RR0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RR0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0265
 RR0265  HISTORY     - Date     Condition        Report By
 RR0265  HISTORY     - UNK      MONUMENTED       USGS
 RR0265  HISTORY     - 1927     GOOD             NGS
 RR0265  HISTORY     - 1956     GOOD             NGS
 RR0265
 RR0265                          STATION DESCRIPTION
 RR0265
 RR0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 RR0265'2.75 MI W FROM BURLEIGH.
 RR0265'2 3/4 MILES WEST OF BURLEIGH AND MENOKEN POST OFFICE.  AT THE S. W.
 RR0265'CORNER OF SECTION 31 OF MENOKEN TOWNSHIP.  34 FT. N. OF THE CENTER OF
 RR0265'TOWN SHIP ROAD.  6 FT. N. OF THE SECTION LINE FENCE AND 1 FT. ABOVE
 RR0265'THE GROUND.
 RR0265
 RR0265                          STATION RECOVERY (1956)
 RR0265
 RR0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0267 ***********************************************************************
 RR0267  DESIGNATION -  1683
 RR0267  PID         -  RR0267
 RR0267  STATE/COUNTY-  ND/BURLEIGH
 RR0267  USGS QUAD   -  MENOKEN SW (1976)
 RR0267
 RR0267                         *CURRENT SURVEY CONTROL
 RR0267  ___________________________________________________________________
 RR0267* NAD 83(1986)-  46 48 31.     (N)    100 38 49.     (W)     SCALED    
 RR0267* NAVD 88     -       512.590  (meters)    1681.72   (feet)  POSTED    
 RR0267  ___________________________________________________________________
 RR0267  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 RR0267  DYNAMIC HT  -         512.600 (meters)    1681.76  (feet)  COMP
 RR0267  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 RR0267
 RR0267  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RR0267
 RR0267.The horizontal coordinates were scaled from a topographic map and have
 RR0267.an estimated accuracy of +/- 6 seconds.
 RR0267
 RR0267.The orthometric height was determined by differential leveling
 RR0267.and adjusted by the National Geodetic Survey in 1992..
 RR0267.No vertical observational check was made to the station.
 RR0267.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RR0267.was located on a no-check spur therefore a value was not computed.
 RR0267
 RR0267.The geoid height was determined by GEOID03.
 RR0267
 RR0267.The dynamic height is computed by dividing the NAVD 88
 RR0267.geopotential number by the normal gravity value computed on the
 RR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0267.degrees latitude (g = 980.6199 gals.).
 RR0267
 RR0267.The modeled gravity was interpolated from observed gravity values.
 RR0267
 RR0267;                    North         East    Units  Estimated Accuracy
 RR0267;SPC ND S     -   126,950.      588,790.      MT  (+/- 180 meters Scaled)
 RR0267
 RR0267                          SUPERSEDED SURVEY CONTROL
 RR0267
 RR0267.No superseded survey control is available for this station.
 RR0267
 RR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS743852(NAD 83)
 RR0267_MARKER: P = PIPE CAP
 RR0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RR0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RR0267_STAMPING: 1680.367
 RR0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0267
 RR0267  HISTORY     - Date     Condition        Report By
 RR0267  HISTORY     - UNK      MONUMENTED       USGS
 RR0267  HISTORY     - 1927     GOOD             NGS
 RR0267  HISTORY     - 1956     GOOD             NGS
 RR0267  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0267
 RR0267                          STATION DESCRIPTION
 RR0267
 RR0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 RR0267'6 MI E FROM BISMARCK.
 RR0267'ABOUT 6 MILES EAST OF BISMARCK, BURLEIGH COUNTY, IN APPLE CREEK
 RR0267'TOWNSHIP, AT THE NORTHEAST CORNER OF SEC. 4, T. 138 N., R. 79 W., AND
 RR0267'32 FEET SOUTH OF THE CENTER LINE OF THE SECTION-LINE ROAD.  A UNITED
 RR0267'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1680.367 AND RIVETED ON
 RR0267'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE
 RR0267'GROUND.
 RR0267
 RR0267                          STATION RECOVERY (1956)
 RR0267
 RR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0267'RECOVERED IN GOOD CONDITION.
 RR0267
 RR0267                          STATION RECOVERY (1982)
 RR0267
 RR0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0267'NOT SEARCHED FOR, INACCESSIBLE, AND DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0288 ***********************************************************************
 TE0288  DESIGNATION -  17 W P R
 TE0288  PID         -  TE0288
 TE0288  STATE/COUNTY-  ND/CAVALIER
 TE0288  USGS QUAD   -  MILTON (1972)
 TE0288
 TE0288                         *CURRENT SURVEY CONTROL
 TE0288  ___________________________________________________________________
 TE0288* NAD 83(1986)-  48 43 57.     (N)    098 00 55.     (W)     SCALED    
 TE0288* NAVD 88     -       475.005  (meters)    1558.41   (feet)  ADJUSTED  
 TE0288  ___________________________________________________________________
 TE0288  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 TE0288  DYNAMIC HT  -         475.116 (meters)    1558.78  (feet)  COMP
 TE0288  MODELED GRAV-     980,829.5   (mgal)                       NAVD 88
 TE0288
 TE0288  VERT ORDER  -  SECOND    CLASS 0
 TE0288
 TE0288.The horizontal coordinates were scaled from a topographic map and have
 TE0288.an estimated accuracy of +/- 6 seconds.
 TE0288
 TE0288.The orthometric height was determined by differential leveling
 TE0288.and adjusted by the National Geodetic Survey in June 1991..
 TE0288
 TE0288.The geoid height was determined by GEOID03.
 TE0288
 TE0288.The dynamic height is computed by dividing the NAVD 88
 TE0288.geopotential number by the normal gravity value computed on the
 TE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0288.degrees latitude (g = 980.6199 gals.).
 TE0288
 TE0288.The modeled gravity was interpolated from observed gravity values.
 TE0288
 TE0288;                    North         East    Units  Estimated Accuracy
 TE0288;SPC ND N     -   195,580.      782,750.      MT  (+/- 180 meters Scaled)
 TE0288
 TE0288                          SUPERSEDED SURVEY CONTROL
 TE0288
 TE0288  NGVD 29 (??/??/92)  474.644  (m)         1557.23   (f) ADJ UNCH    2 0
 TE0288
 TE0288.Superseded values are not recommended for survey control.
 TE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0288.See file dsdata.txt to determine how the superseded data were derived.
 TE0288
 TE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU724981(NAD 83)
 TE0288_MARKER: DB = BENCH MARK DISK
 TE0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0288_STAMPING: 17 W P R 1964
 TE0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0288+STABILITY: SURFACE MOTION
 TE0288
 TE0288  HISTORY     - Date     Condition        Report By
 TE0288  HISTORY     - 1964     MONUMENTED       USGS
 TE0288  HISTORY     - 1964     GOOD             NGS
 TE0288  HISTORY     - 1968     GOOD             DOD
 TE0288
 TE0288                          STATION DESCRIPTION
 TE0288
 TE0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0288'17.75 MI SE FROM LANGDON.
 TE0288'ABOUT 15.55 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0288'LANGDON, THENCE 2.2 MILES SOUTH ALONG A GRAVEL ROAD, AT THE
 TE0288'INTERSECTION OF A EAST-WEST GRAVEL ROAD, IN THE NORTHEAST CORNER OF A
 TE0288'SCHOOL YARD, 218.0 FEET NORTH-NORTHWEST OF CENTER OF THE INTERSECTION,
 TE0288'131.6 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF THE SCHOOL, 68.0
 TE0288'FEET WEST OF CENTER LINE OF ROAD, 125.0 FEET NORTH OF POWER LINE POLE
 TE0288'SUPPORTING LINE LEADING TO SCHOOL, 117.0 FEET NORTHEAST OF CENTER OF
 TE0288'PUMP ON WELL, 2.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 TE0288'WITH ROAD, AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0288'2 INCHES.  IN SECTION 28, R 57 W, T 161 N.
 TE0288
 TE0288                          STATION RECOVERY (1968)
 TE0288
 TE0288'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0862 ***********************************************************************
 SN0862  DESIGNATION -  1732
 SN0862  PID         -  SN0862
 SN0862  STATE/COUNTY-  ND/MCLEAN
 SN0862  USGS QUAD   -  WASHBURN (1980)
 SN0862
 SN0862                         *CURRENT SURVEY CONTROL
 SN0862  ___________________________________________________________________
 SN0862* NAD 83(1986)-  47 17 13.     (N)    101 01 49.     (W)     SCALED    
 SN0862* NAVD 88     -       528.101  (meters)    1732.61   (feet)  ADJUSTED  
 SN0862  ___________________________________________________________________
 SN0862  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 SN0862  DYNAMIC HT  -         528.141 (meters)    1732.74  (feet)  COMP
 SN0862  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 SN0862
 SN0862  VERT ORDER  -  FIRST     CLASS II
 SN0862
 SN0862.The horizontal coordinates were scaled from a topographic map and have
 SN0862.an estimated accuracy of +/- 6 seconds.
 SN0862
 SN0862.The orthometric height was determined by differential leveling
 SN0862.and adjusted by the National Geodetic Survey in June 1991..
 SN0862
 SN0862.The geoid height was determined by GEOID03.
 SN0862
 SN0862.The dynamic height is computed by dividing the NAVD 88
 SN0862.geopotential number by the normal gravity value computed on the
 SN0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0862.degrees latitude (g = 980.6199 gals.).
 SN0862
 SN0862.The modeled gravity was interpolated from observed gravity values.
 SN0862
 SN0862;                    North         East    Units  Estimated Accuracy
 SN0862;SPC ND N     -    32,040.      559,890.      MT  (+/- 180 meters Scaled)
 SN0862
 SN0862                          SUPERSEDED SURVEY CONTROL
 SN0862
 SN0862.No superseded survey control is available for this station.
 SN0862
 SN0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT464390(NAD 83)
 SN0862_MARKER: P = PIPE CAP
 SN0862_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SN0862_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SN0862_STAMPING: 1732 U.S.R.S.
 SN0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0862
 SN0862  HISTORY     - Date     Condition        Report By
 SN0862  HISTORY     - UNK      MONUMENTED       BOR
 SN0862  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0862
 SN0862                          STATION DESCRIPTION
 SN0862
 SN0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0862'IN WASHBURN.
 SN0862'AT WASHBURN, AT THE WASHBURN GRAIN ELEVATOR, 2 FEET SOUTHEAST OF THE
 SN0862'SOUTH CORNER OF THE SEED SHED ATTACHED TO THE SOUTHEAST SIDE OF THE
 SN0862'ELEVATOR.  AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0270 ***********************************************************************
 RR0270  DESIGNATION -  1734
 RR0270  PID         -  RR0270
 RR0270  STATE/COUNTY-  ND/BURLEIGH
 RR0270  USGS QUAD   -  BISMARCK (1976)
 RR0270
 RR0270                         *CURRENT SURVEY CONTROL
 RR0270  ___________________________________________________________________
 RR0270* NAD 83(1986)-  46 48 33.     (N)    100 45 06.     (W)     SCALED    
 RR0270* NAVD 88     -       528.174  (meters)    1732.85   (feet)  POSTED    
 RR0270  ___________________________________________________________________
 RR0270  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RR0270  DYNAMIC HT  -         528.180 (meters)    1732.87  (feet)  COMP
 RR0270  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 RR0270
 RR0270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RR0270
 RR0270.The horizontal coordinates were scaled from a topographic map and have
 RR0270.an estimated accuracy of +/- 6 seconds.
 RR0270
 RR0270.The orthometric height was determined by differential leveling
 RR0270.and adjusted by the National Geodetic Survey in 1992..
 RR0270.No vertical observational check was made to the station.
 RR0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RR0270.was located on a no-check spur therefore a value was not computed.
 RR0270
 RR0270.The geoid height was determined by GEOID03.
 RR0270
 RR0270.The dynamic height is computed by dividing the NAVD 88
 RR0270.geopotential number by the normal gravity value computed on the
 RR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0270.degrees latitude (g = 980.6199 gals.).
 RR0270
 RR0270.The modeled gravity was interpolated from observed gravity values.
 RR0270
 RR0270;                    North         East    Units  Estimated Accuracy
 RR0270;SPC ND S     -   127,030.      580,790.      MT  (+/- 180 meters Scaled)
 RR0270
 RR0270                          SUPERSEDED SURVEY CONTROL
 RR0270
 RR0270  NGVD 29 (??/??/92)  527.758  (m)         1731.49   (f) ADJ UNCH    1 2
 RR0270
 RR0270.Superseded values are not recommended for survey control.
 RR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0270.See file dsdata.txt to determine how the superseded data were derived.
 RR0270
 RR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS663854(NAD 83)
 RR0270_MARKER: P = PIPE CAP
 RR0270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RR0270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RR0270_STAMPING: 1731.486
 RR0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0270
 RR0270  HISTORY     - Date     Condition        Report By
 RR0270  HISTORY     - UNK      MONUMENTED       USGS
 RR0270  HISTORY     - 1927     GOOD             NGS
 RR0270  HISTORY     - 1956     GOOD             NGS
 RR0270
 RR0270                          STATION DESCRIPTION
 RR0270
 RR0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 RR0270'1.5 MI E FROM BISMARCK.
 RR0270'ABOUT 1.5 MILES EAST OF BISMARCK, BURLEIGH COUNTY, IN LINCOLN
 RR0270'TOWNSHIP, NEAR THE NORTHWEST CORNER OF SEC. 2, T. 138 N., R. 20 W., 34
 RR0270'FEET SOUTH OF THE CENTER LINE OF A SECTION-LINE ROAD, AND 27 FEET EAST
 RR0270'OF THE CENTER LINE OF THE OTHER SECTION-LINE ROAD. A UNITED STATES
 RR0270'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1731.486 AND RIVETED ON THE
 RR0270'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 RR0270
 RR0270                          STATION RECOVERY (1956)
 RR0270
 RR0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0833 ***********************************************************************
 RR0833  DESIGNATION -  1770
 RR0833  PID         -  RR0833
 RR0833  STATE/COUNTY-  ND/BURLEIGH
 RR0833  USGS QUAD   -  SOLBERG BUTTE (1975)
 RR0833
 RR0833                         *CURRENT SURVEY CONTROL
 RR0833  ___________________________________________________________________
 RR0833* NAD 83(1996)-  46 53 43.47093(N)    100 32 25.12329(W)     ADJUSTED  
 RR0833* NAVD 88     -       539.05   (+/-2cm)    1768.5    (feet)  VERTCON   
 RR0833  ___________________________________________________________________
 RR0833  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 RR0833  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RR0833
 RR0833  HORZ ORDER  -  SECOND
 RR0833  VERT ORDER  -  THIRD ? (See Below)
 RR0833
 RR0833.The horizontal coordinates were established by classical geodetic methods
 RR0833.and adjusted by the National Geodetic Survey in January 1998..
 RR0833
 RR0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0833.The vertical order pertains to the NGVD 29 superseded value.
 RR0833
 RR0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0833
 RR0833.The geoid height was determined by GEOID03.
 RR0833
 RR0833;                    North         East     Units Scale Factor Converg.
 RR0833;SPC ND S     -   136,583.971   596,928.246   MT  0.99993641   -0 01 45.9
 RR0833;SPC ND S     -   448,110.14  1,958,426.00   iFT  0.99993641   -0 01 45.9
 RR0833;UTM  14      - 5,194,692.961   382,669.482   MT  0.99976920   -1 07 29.0
 RR0833
 RR0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0833!SPC ND S     -   0.99991893  x   0.99993641  =   0.99985534
 RR0833!UTM  14      -   0.99991893  x   0.99976920  =   0.99968814
 RR0833
 RR0833                          SUPERSEDED SURVEY CONTROL
 RR0833
 RR0833  NAD 83(1986)-  46 53 43.46172(N)    100 32 25.10347(W) AD(       ) 2
 RR0833  NAD 27      -  46 53 43.48500(N)    100 32 23.68100(W) AD(       ) 2
 RR0833  NGVD 29 (07/19/86)  538.63   (m)         1767.2    (f) LEVELING    3  
 RR0833
 RR0833.Superseded values are not recommended for survey control.
 RR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0833.See file dsdata.txt to determine how the superseded data were derived.
 RR0833
 RR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8266994693(NAD 83)
 RR0833_MARKER: DD = SURVEY DISK
 RR0833_SETTING: 0 = UNSPECIFIED SETTING
 RR0833
 RR0833  HISTORY     - Date     Condition        Report By
 RR0833  HISTORY     - 1945     MONUMENTED       USGS
 RR0833
 RR0833                          STATION DESCRIPTION
 RR0833
 RR0833'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCP)
 RR0833'THE STATION IS LOCATED ABOUT 13 MILES NE OF THE CITY OF BISMARCK,
 RR0833'5.0 MILES N OF THE VILLAGE OF MENOKEN, 3.5 MILES N OF THE
 RR0833'704-FOOT KFYR RADIO MAST, 30 FEET W OF THE APPROXIMATE CENTER
 RR0833'LINE OF A GRADED DIRT ROAD, AND 3 FEET N OF A NE FENCE CORNERPOST.
 RR0833'
 RR0833'STATION MARK IS A 4-INCH IRON PIPE WITH A STANDARD U.S.
 RR0833'GEOLOGICAL SURVEY DISK SET IN THE TOP OF THE PIPE.  THE MARK
 RR0833'PROJECTS 7 INCHES AND THE DISK IS STAMPED BM 1770.
 RR0833'
 RR0833'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RR0833'APPLE TO THIS STATION.  IT IS 19.905 METERS (65.31 FEET) W
 RR0833'OF THE STATION.
 RR0833'
 RR0833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 RR0833'AND 10 IN THE CITY OF BISMARCK, GO E ON U.S. HIGHWAY 83 AND
 RR0833'10 FOR 12.5 MILES TO A GRAVELED CROSS ROAD, TURN LEFT AND GO
 RR0833'2.45 MILES TO THE KFYR RADIO MAST ON THE LEFT.  CONTINUE ON
 RR0833'N FOR 3.45 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 RR0833'
 RR0833'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1148 ***********************************************************************
 TE1148  DESIGNATION -  18 C
 TE1148  PID         -  TE1148
 TE1148  STATE/COUNTY-  ND/TOWNER
 TE1148  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1148
 TE1148                         *CURRENT SURVEY CONTROL
 TE1148  ___________________________________________________________________
 TE1148* NAD 83(1986)-  48 59 59.     (N)    099 11 13.     (W)     SCALED    
 TE1148* NAVD 88     -       472.543  (meters)    1550.33   (feet)  ADJUSTED  
 TE1148  ___________________________________________________________________
 TE1148  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 TE1148  DYNAMIC HT  -         472.666 (meters)    1550.74  (feet)  COMP
 TE1148  MODELED GRAV-     980,854.0   (mgal)                       NAVD 88
 TE1148
 TE1148  VERT ORDER  -  SECOND    CLASS 0
 TE1148
 TE1148.The horizontal coordinates were scaled from a topographic map and have
 TE1148.an estimated accuracy of +/- 6 seconds.
 TE1148
 TE1148.The orthometric height was determined by differential leveling
 TE1148.and adjusted by the National Geodetic Survey in June 1991..
 TE1148
 TE1148.The geoid height was determined by GEOID03.
 TE1148
 TE1148.The dynamic height is computed by dividing the NAVD 88
 TE1148.geopotential number by the normal gravity value computed on the
 TE1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1148.degrees latitude (g = 980.6199 gals.).
 TE1148
 TE1148.The modeled gravity was interpolated from observed gravity values.
 TE1148
 TE1148;                    North         East    Units  Estimated Accuracy
 TE1148;SPC ND N     -   223,170.      696,080.      MT  (+/- 180 meters Scaled)
 TE1148
 TE1148                          SUPERSEDED SURVEY CONTROL
 TE1148
 TE1148  NGVD 29 (??/??/92)  472.137  (m)         1549.00   (f) ADJ UNCH    2 0
 TE1148
 TE1148.Superseded values are not recommended for survey control.
 TE1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1148.See file dsdata.txt to determine how the superseded data were derived.
 TE1148
 TE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV863274(NAD 83)
 TE1148_MARKER: B = BOLT
 TE1148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1148_SP_SET: PIER
 TE1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1148
 TE1148  HISTORY     - Date     Condition        Report By
 TE1148  HISTORY     - UNK      MONUMENTED       GSC
 TE1148  HISTORY     - 1934     GOOD             NGS
 TE1148
 TE1148                          STATION DESCRIPTION
 TE1148
 TE1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TE1148'7 MI S FROM MATHER.
 TE1148'IN THE PROVINCE OF MANITOBA, CANADA, 7 MILES SOUTH OF MATHER, LISGAR
 TE1148'COUNTY, 10 FEET NORTH OF THE INTERNATIONAL BOUNDARY OF SECTION 6-1-13,
 TE1148'AND IN THE NORTH FACE OF A CONCRETE PIER.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1239 ***********************************************************************
 TD1239  DESIGNATION -  18 WPR
 TD1239  PID         -  TD1239
 TD1239  STATE/COUNTY-  ND/CAVALIER
 TD1239  USGS QUAD   -  HANKS CORNER (1964)
 TD1239
 TD1239                         *CURRENT SURVEY CONTROL
 TD1239  ___________________________________________________________________
 TD1239* NAD 83(1996)-  48 45 40.43850(N)    097 58 27.01691(W)     ADJUSTED  
 TD1239* NAVD 88     -       449.81   (+/-2cm)    1475.8    (feet)  VERTCON   
 TD1239  ___________________________________________________________________
 TD1239  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 TD1239  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 TD1239
 TD1239  HORZ ORDER  -  SECOND
 TD1239  VERT ORDER  -  THIRD ? (See Below)
 TD1239
 TD1239.The horizontal coordinates were established by classical geodetic methods
 TD1239.and adjusted by the National Geodetic Survey in January 1998..
 TD1239
 TD1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1239.The vertical order pertains to the NGVD 29 superseded value.
 TD1239
 TD1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1239
 TD1239.The geoid height was determined by GEOID03.
 TD1239
 TD1239;                    North         East     Units Scale Factor Converg.
 TD1239;SPC ND N     -   198,869.933   785,668.977   MT  1.00000565   +1 52 46.4
 TD1239;SPC ND N     -   652,460.41  2,577,654.12   iFT  1.00000565   +1 52 46.4
 TD1239;UTM  14      - 5,401,421.250   575,389.170   MT  0.99966982   +0 46 17.1
 TD1239
 TD1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1239!SPC ND N     -   0.99993347  x   1.00000565  =   0.99993912
 TD1239!UTM  14      -   0.99993347  x   0.99966982  =   0.99960332
 TD1239
 TD1239                          SUPERSEDED SURVEY CONTROL
 TD1239
 TD1239  NAD 83(1986)-  48 45 40.43094(N)    097 58 27.01127(W) AD(       ) 2
 TD1239  NAD 27      -  48 45 40.45338(N)    097 58 25.64925(W) AD(       ) 2
 TD1239  NGVD 29 (07/19/86)  449.43   (m)         1474.5    (f) LEVELING    3  
 TD1239
 TD1239.Superseded values are not recommended for survey control.
 TD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1239.See file dsdata.txt to determine how the superseded data were derived.
 TD1239
 TD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7538901421(NAD 83)
 TD1239_MARKER: DD = SURVEY DISK
 TD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1239
 TD1239  HISTORY     - Date     Condition        Report By
 TD1239  HISTORY     - 1969     MONUMENTED       USGS
 TD1239
 TD1239                          STATION DESCRIPTION
 TD1239
 TD1239'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 TD1239'TO REACH STATION TONGUE FROM THE POST OFFICE IN MOUNTAIN, GO NORTH
 TD1239'ON PAVED ROAD FOR 0.05 MILE TO THE JUNCTION WITH COUNTY ROAD
 TD1239'3.  TURN RIGHT AND GO EAST ON COUNTY ROAD 3 FOR 0.15 MILE TO THE
 TD1239'JUNCTION WITH STATE HIGHWAY 32.  TURN LEFT AND GO NORTH ON
 TD1239'HIGHWAY 32 FOR 5.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 5.
 TD1239'TURN LEFT AND GO WEST ON COMBINED STATE HIGHWAYS 32 AND 5
 TD1239'FOR 3.0 MILES TO WHERE HIGHWAY 32 TURNS RIGHT AND HIGHWAY 5
 TD1239'CONTINUES WEST.  CONTINUE WEST ON HIGHWAY 5 FOR 2.3 MILES TO
 TD1239'AN ENTRANCE TO A MICROWAVE MAST AND BM 18W PR (USGS) ON THE
 TD1239'RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.9 MILE TO A SIDE
 TD1239'ROAD LEFT AND STATION TONGUE.
 TD1239'
 TD1239'BM 18W PR IS AN ALUMINUM DISK OF THE GEOLOGICAL SURVEY, STAMPED
 TD1239'18W PR 1964, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST,
 TD1239'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 98.0 FEET
 TD1239'NORTH OF THE CENTERLINE OF THE STATE HIGHWAY 5, 69.0 FEET
 TD1239'WEST OF THE CENTERLINE OF A DRIVEWAY, 58.0 FEET SOUTH
 TD1239'OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING AND 1.7 FEET
 TD1239'SOUTH OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1093 ***********************************************************************
 TG1093  DESIGNATION -  1834
 TG1093  PID         -  TG1093
 TG1093  STATE/COUNTY-  ND/DIVIDE
 TG1093  USGS QUAD   -  NOONAN (1981)
 TG1093
 TG1093                         *CURRENT SURVEY CONTROL
 TG1093  ___________________________________________________________________
 TG1093* NAD 83(1986)-  48 53 29.     (N)    103 00 20.     (W)     SCALED    
 TG1093* NAVD 88     -       597.524  (meters)    1960.38   (feet)  ADJUSTED  
 TG1093  ___________________________________________________________________
 TG1093  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TG1093  DYNAMIC HT  -         597.654 (meters)    1960.80  (feet)  COMP
 TG1093  MODELED GRAV-     980,809.3   (mgal)                       NAVD 88
 TG1093
 TG1093  VERT ORDER  -  SECOND    CLASS 0
 TG1093
 TG1093.The horizontal coordinates were scaled from a topographic map and have
 TG1093.an estimated accuracy of +/- 6 seconds.
 TG1093
 TG1093.The orthometric height was determined by differential leveling
 TG1093.and adjusted by the National Geodetic Survey in June 1991..
 TG1093
 TG1093.The geoid height was determined by GEOID03.
 TG1093
 TG1093.The dynamic height is computed by dividing the NAVD 88
 TG1093.geopotential number by the normal gravity value computed on the
 TG1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1093.degrees latitude (g = 980.6199 gals.).
 TG1093
 TG1093.The modeled gravity was interpolated from observed gravity values.
 TG1093
 TG1093;                    North         East    Units  Estimated Accuracy
 TG1093;SPC ND N     -   213,290.      416,290.      MT  (+/- 180 meters Scaled)
 TG1093
 TG1093                          SUPERSEDED SURVEY CONTROL
 TG1093
 TG1093  NGVD 29 (??/??/92)  597.09   (m)         1959.0    (f) COMPUTED    2 0
 TG1093
 TG1093.Superseded values are not recommended for survey control.
 TG1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1093.See file dsdata.txt to determine how the superseded data were derived.
 TG1093
 TG1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ461173(NAD 83)
 TG1093_MARKER: P = PIPE CAP
 TG1093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1093
 TG1093  HISTORY     - Date     Condition        Report By
 TG1093  HISTORY     - UNK      MONUMENTED       IBC
 TG1093  HISTORY     - 1935     GOOD             NGS
 TG1093  HISTORY     - 1941     GOOD             NGS
 TG1093
 TG1093                          STATION DESCRIPTION
 TG1093
 TG1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG1093'IN NOONAN.
 TG1093'ALONG THE GREAT NORTHERN RAILROAD, 3 POLES WEST OF MILEPOLE NO. 75. 8
 TG1093'POLES EAST OF DEPOT.  63 FT SOUTHWEST OF CENTERLINE OF PUBLIC ROAD
 TG1093'CROSSING, THENCE 84 FT SOUTHEAST OF CENTERLINE OF TRACK.  1 FOOT ABOVE
 TG1093'GROUND LEVEL.
 TG1093
 TG1093                          STATION RECOVERY (1941)
 TG1093
 TG1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 TG1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1094 ***********************************************************************
 TG1094  DESIGNATION -  1834 RESET
 TG1094  PID         -  TG1094
 TG1094  STATE/COUNTY-  ND/DIVIDE
 TG1094  USGS QUAD   -  NOONAN (1981)
 TG1094
 TG1094                         *CURRENT SURVEY CONTROL
 TG1094  ___________________________________________________________________
 TG1094* NAD 83(1986)-  48 53 29.     (N)    103 00 20.     (W)     SCALED    
 TG1094* NAVD 88     -       597.33   (+/-2cm)    1959.7    (feet)  VERTCON   
 TG1094  ___________________________________________________________________
 TG1094  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TG1094
 TG1094  VERT ORDER  -  THIRD (See Below)
 TG1094
 TG1094.The horizontal coordinates were scaled from a topographic map and have
 TG1094.an estimated accuracy of +/- 6 seconds.
 TG1094
 TG1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1094.The vertical order pertains to the NGVD 29 superseded value.
 TG1094
 TG1094.The geoid height was determined by GEOID03.
 TG1094
 TG1094;                    North         East    Units  Estimated Accuracy
 TG1094;SPC ND N     -   213,290.      416,290.      MT  (+/- 180 meters Scaled)
 TG1094
 TG1094                          SUPERSEDED SURVEY CONTROL
 TG1094
 TG1094  NGVD 29 (??/??/??)  596.90   (m)         1958.3    (f) RESET       3  
 TG1094
 TG1094.Superseded values are not recommended for survey control.
 TG1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1094.See file dsdata.txt to determine how the superseded data were derived.
 TG1094
 TG1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ461173(NAD 83)
 TG1094_MARKER: DB = BENCH MARK DISK
 TG1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1094_STAMPING: 1834 I.B.C. RESET
 TG1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1094+STABILITY: SURFACE MOTION
 TG1094
 TG1094  HISTORY     - Date     Condition        Report By
 TG1094  HISTORY     - UNK      MONUMENTED       CGS
 TG1094  HISTORY     - 1960     GOOD             NGS
 TG1094
 TG1094                          STATION DESCRIPTION
 TG1094
 TG1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TG1094'IN NOONAN.
 TG1094'THE MARK IS LOCATED AT NOONAN, ON THE GREAT NORTHERN RAILWAY, 7 POLES
 TG1094'EAST OF THE RAILROAD STATION, 2 FEET EAST OF THE 4TH POLE WEST OF
 TG1094'MILEPOST 75, 127 FEET WEST OF THE CENTERLINE OF THE ROAD AND 43.9 FEET
 TG1094'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A
 TG1094'CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0919 ***********************************************************************
 TG0919  DESIGNATION -  1837
 TG0919  PID         -  TG0919
 TG0919  STATE/COUNTY-  ND/WILLIAMS
 TG0919  USGS QUAD   -  CHARLSON NW (1965)
 TG0919
 TG0919                         *CURRENT SURVEY CONTROL
 TG0919  ___________________________________________________________________
 TG0919* NAD 83(1986)-  48 08 54.     (N)    102 54 57.     (W)     SCALED    
 TG0919* NAVD 88     -       558.721  (meters)    1833.07   (feet)  ADJUSTED  
 TG0919  ___________________________________________________________________
 TG0919  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG0919  DYNAMIC HT  -         558.801 (meters)    1833.33  (feet)  COMP
 TG0919  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG0919
 TG0919  VERT ORDER  -  SECOND    CLASS 0
 TG0919
 TG0919.The horizontal coordinates were scaled from a topographic map and have
 TG0919.an estimated accuracy of +/- 6 seconds.
 TG0919
 TG0919.The orthometric height was determined by differential leveling
 TG0919.and adjusted by the National Geodetic Survey in June 1991..
 TG0919
 TG0919.The geoid height was determined by GEOID03.
 TG0919
 TG0919.The dynamic height is computed by dividing the NAVD 88
 TG0919.geopotential number by the normal gravity value computed on the
 TG0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0919.degrees latitude (g = 980.6199 gals.).
 TG0919
 TG0919.The modeled gravity was interpolated from observed gravity values.
 TG0919
 TG0919;                    North         East    Units  Estimated Accuracy
 TG0919;SPC ND N     -   130,490.      420,280.      MT  (+/- 180 meters Scaled)
 TG0919
 TG0919                          SUPERSEDED SURVEY CONTROL
 TG0919
 TG0919  NGVD 29 (??/??/92)  558.245  (m)         1831.51   (f) ADJ UNCH    2 0
 TG0919
 TG0919.Superseded values are not recommended for survey control.
 TG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0919.See file dsdata.txt to determine how the superseded data were derived.
 TG0919
 TG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP550348(NAD 83)
 TG0919_MARKER: P = PIPE CAP
 TG0919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG0919_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG0919_STAMPING: 1837
 TG0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0919
 TG0919  HISTORY     - Date     Condition        Report By
 TG0919  HISTORY     - UNK      MONUMENTED       USGS
 TG0919  HISTORY     - 1946     GOOD             NGS
 TG0919
 TG0919                          STATION DESCRIPTION
 TG0919
 TG0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0919'23.4 MI NW FROM SANISH.
 TG0919'ABOUT 23.4 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0919'OFFICE AT SANISH, 92.0 FEET WEST OF A FENCE CORNER, 52.0 FEET EAST OF
 TG0919'A FENCE CORNER, 35.0 FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 TG0919'CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT NORTH
 TG0919'OF A 4 X 4 IN. MARKER POST.  A BRONZE CAP STAMPED 1837 SET ON THE END
 TG0919'OF AN IRON PIPE WHICH PROJECTS ABOUT 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0285 ***********************************************************************
 RR0285  DESIGNATION -  185/2 BOLT
 RR0285  PID         -  RR0285
 RR0285  STATE/COUNTY-  ND/BURLEIGH
 RR0285  USGS QUAD   -  BISMARCK (1976)
 RR0285
 RR0285                         *CURRENT SURVEY CONTROL
 RR0285  ___________________________________________________________________
 RR0285* NAD 83(1986)-  46 50 04.     (N)    100 50 01.     (W)     SCALED    
 RR0285* NAVD 88     -       513.540  (meters)    1684.84   (feet)  POSTED    
 RR0285  ___________________________________________________________________
 RR0285  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0285  DYNAMIC HT  -         513.550 (meters)    1684.87  (feet)  COMP
 RR0285  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RR0285
 RR0285  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RR0285
 RR0285.The horizontal coordinates were scaled from a topographic map and have
 RR0285.an estimated accuracy of +/- 6 seconds.
 RR0285
 RR0285.The orthometric height was determined by differential leveling
 RR0285.and adjusted by the National Geodetic Survey in 1992..
 RR0285.No vertical observational check was made to the station.
 RR0285.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RR0285.was located on a no-check spur therefore a value was not computed.
 RR0285
 RR0285.The geoid height was determined by GEOID03.
 RR0285
 RR0285.The dynamic height is computed by dividing the NAVD 88
 RR0285.geopotential number by the normal gravity value computed on the
 RR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0285.degrees latitude (g = 980.6199 gals.).
 RR0285
 RR0285.The modeled gravity was interpolated from observed gravity values.
 RR0285
 RR0285;                    North         East    Units  Estimated Accuracy
 RR0285;SPC ND S     -   129,860.      574,550.      MT  (+/- 180 meters Scaled)
 RR0285
 RR0285                          SUPERSEDED SURVEY CONTROL
 RR0285
 RR0285.No superseded survey control is available for this station.
 RR0285
 RR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS601883(NAD 83)
 RR0285_MARKER: B = BOLT
 RR0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RR0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RR0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0285
 RR0285  HISTORY     - Date     Condition        Report By
 RR0285  HISTORY     - UNK      MONUMENTED       MORC
 RR0285  HISTORY     - 1927     GOOD             NGS
 RR0285  HISTORY     - 1956     GOOD             NGS
 RR0285
 RR0285                          STATION DESCRIPTION
 RR0285
 RR0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 RR0285'3 MI NW FROM BISMARCK.
 RR0285'ABOUT 3 MILES NORTHWEST OF BISMARCK, BURLEIGH COUNTY, ABOUT 1 MILE
 RR0285'ABOVE THE NORTHERN PACIFIC RAILWAY BRIDGE OVER MISSOURI RIVER, ABOUT
 RR0285'500 FEET NORTHWEST OF THE HOUSE AT WARDS RANCH, ON THE SOUTHWEST SIDE
 RR0285'OF A HILL, ABOUT 100 FEET NORTHEAST OF THE ROAD, AND 2 FEET NORTHEAST
 RR0285'OF A WIRE FENCE.  A COPPER BOLT, SET IN THE TOP OF A TILE 4 FEET UNDER
 RR0285'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WITH A
 RR0285'MISSOURI RIVER COMMISSION STANDARD CAP, PROJECTING ABOUT 8 INCHES
 RR0285'ABOVE GROUND.  NOTE-- MISSOURI RIVER COMMISSION CAP WAS GONE FROM THE
 RR0285'TOP OF THE PIPE.  WARDS RANCH IS NOW TYLERS.
 RR0285
 RR0285                          STATION RECOVERY (1956)
 RR0285
 RR0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0556 ***********************************************************************
 SN0556  DESIGNATION -  1943
 SN0556  PID         -  SN0556
 SN0556  STATE/COUNTY-  ND/MCLEAN
 SN0556  USGS QUAD   -  GARRISON NE (1981)
 SN0556
 SN0556                         *CURRENT SURVEY CONTROL
 SN0556  ___________________________________________________________________
 SN0556* NAD 83(1986)-  47 42 34.     (N)    101 21 46.     (W)     SCALED    
 SN0556* NAVD 88     -       591.749  (meters)    1941.43   (feet)  POSTED    
 SN0556  ___________________________________________________________________
 SN0556  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 SN0556  DYNAMIC HT  -         591.800 (meters)    1941.60  (feet)  COMP
 SN0556  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 SN0556
 SN0556  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SN0556
 SN0556.The horizontal coordinates were scaled from a topographic map and have
 SN0556.an estimated accuracy of +/- 6 seconds.
 SN0556
 SN0556.The orthometric height was determined by differential leveling
 SN0556.and adjusted by the National Geodetic Survey in 1992..
 SN0556.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SN0556.rate of 0.0 thru 1.0 mm/km.
 SN0556
 SN0556.The geoid height was determined by GEOID03.
 SN0556
 SN0556.The dynamic height is computed by dividing the NAVD 88
 SN0556.geopotential number by the normal gravity value computed on the
 SN0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0556.degrees latitude (g = 980.6199 gals.).
 SN0556
 SN0556.The modeled gravity was interpolated from observed gravity values.
 SN0556
 SN0556;                    North         East    Units  Estimated Accuracy
 SN0556;SPC ND N     -    79,240.      535,260.      MT  (+/- 180 meters Scaled)
 SN0556
 SN0556                          SUPERSEDED SURVEY CONTROL
 SN0556
 SN0556.No superseded survey control is available for this station.
 SN0556
 SN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT227867(NAD 83)
 SN0556_MARKER: DD = SURVEY DISK
 SN0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0556_STAMPING: 1940.134 1919
 SN0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0556+STABILITY: SURFACE MOTION
 SN0556
 SN0556  HISTORY     - Date     Condition        Report By
 SN0556  HISTORY     - 1919     MONUMENTED       USGS
 SN0556  HISTORY     - 1958     MARK NOT FOUND   NGS
 SN0556
 SN0556                          STATION DESCRIPTION
 SN0556
 SN0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0556'5 MI NE FROM GARRISON.
 SN0556'5 MILES NORTHEAST ALONG THE SOO LINE RAILROAD FROM GARRISON, ABOUT 480
 SN0556'FEET NORTH OF MILEPOST 503, 7 FEET NORTH OF THE THIRD POLE NORTH OF
 SN0556'THE MILEPOST, IN SEC. 24, T. 149 N., R 84 W., AT THE EAST EDGE OF A
 SN0556'ROAD, AND 51.5 FEET EAST OF THE CENTERLINE OF THE TRACK.  A UNITED
 SN0556'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1940.134 1919 AND SET
 SN0556'IN THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING ABOUT 8 INCHES
 SN0556'ABOVE GROUND.  NOTE-- THE NUMBERS OF THE MILEPOSTS HAVE BEEN CHANGED
 SN0556'AND THEIR POSITIONS MOVED SO IT WAS DIFFICULT TO DETERMINE JUST WHERE
 SN0556'TO SEARCH FOR THIS MARK.  CONSIDERABLE TIME WAS SPENT IN TRYING TO
 SN0556'LOCATE THE MARK BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0540 ***********************************************************************
 SN0540  DESIGNATION -  1943
 SN0540  PID         -  SN0540
 SN0540  STATE/COUNTY-  ND/MCLEAN
 SN0540  USGS QUAD   -  GARRISON (1981)
 SN0540
 SN0540                         *CURRENT SURVEY CONTROL
 SN0540  ___________________________________________________________________
 SN0540* NAD 83(1986)-  47 39 22.     (N)    101 25 10.     (W)     SCALED    
 SN0540* NAVD 88     -       591.809  (meters)    1941.63   (feet)  ADJUSTED  
 SN0540  ___________________________________________________________________
 SN0540  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SN0540  DYNAMIC HT  -         591.862 (meters)    1941.80  (feet)  COMP
 SN0540  MODELED GRAV-     980,682.1   (mgal)                       NAVD 88
 SN0540
 SN0540  VERT ORDER  -  FIRST     CLASS II
 SN0540
 SN0540.The horizontal coordinates were scaled from a topographic map and have
 SN0540.an estimated accuracy of +/- 6 seconds.
 SN0540
 SN0540.The orthometric height was determined by differential leveling
 SN0540.and adjusted by the National Geodetic Survey in June 1991..
 SN0540
 SN0540.The geoid height was determined by GEOID03.
 SN0540
 SN0540.The dynamic height is computed by dividing the NAVD 88
 SN0540.geopotential number by the normal gravity value computed on the
 SN0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0540.degrees latitude (g = 980.6199 gals.).
 SN0540
 SN0540.The modeled gravity was interpolated from observed gravity values.
 SN0540
 SN0540;                    North         East    Units  Estimated Accuracy
 SN0540;SPC ND N     -    73,360.      530,940.      MT  (+/- 180 meters Scaled)
 SN0540
 SN0540                          SUPERSEDED SURVEY CONTROL
 SN0540
 SN0540  NGVD 29 (??/??/92)  591.41   (m)         1940.3    (f) COMPUTED    1 2
 SN0540
 SN0540.Superseded values are not recommended for survey control.
 SN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0540.See file dsdata.txt to determine how the superseded data were derived.
 SN0540
 SN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT183809(NAD 83)
 SN0540_MARKER: DD = SURVEY DISK
 SN0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0540_SP_SET: FOOTING
 SN0540_STAMPING: 1940.337 1919
 SN0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0540
 SN0540  HISTORY     - Date     Condition        Report By
 SN0540  HISTORY     - 1919     MONUMENTED       USGS
 SN0540  HISTORY     - 1962     GOOD             NGS
 SN0540
 SN0540                          STATION DESCRIPTION
 SN0540
 SN0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0540'IN GARRISON.
 SN0540'AT GARRISON, AT THE WEST MOST OF TWO WATER TOWERS, SET IN THE TOP OF
 SN0540'THE WEST CONCRETE FOOTING FOR THE NORTHWEST STEEL LEG, 16 FEET
 SN0540'NORTHWEST OF THE NORTHWEST CORNER OF A BRICK PUMP HOUSE, 0.9 FOOT WEST
 SN0540'OF THE LEG, 0.7 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE FOOTING,
 SN0540'ABOUT 1 FOOT HIGHER THAN THE STREET, A DISK DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0498 ***********************************************************************
 SN0498  DESIGNATION -  1978
 SN0498  PID         -  SN0498
 SN0498  STATE/COUNTY-  ND/MCLEAN
 SN0498  USGS QUAD   -  COLEHARBOR (1980)
 SN0498
 SN0498                         *CURRENT SURVEY CONTROL
 SN0498  ___________________________________________________________________
 SN0498* NAD 83(1986)-  47 30 07.     (N)    101 09 49.     (W)     SCALED    
 SN0498* NAVD 88     -       603.302  (meters)    1979.33   (feet)  ADJUSTED  
 SN0498  ___________________________________________________________________
 SN0498  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 SN0498  DYNAMIC HT  -         603.350 (meters)    1979.49  (feet)  COMP
 SN0498  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 SN0498
 SN0498  VERT ORDER  -  FIRST     CLASS II
 SN0498
 SN0498.The horizontal coordinates were scaled from a topographic map and have
 SN0498.an estimated accuracy of +/- 6 seconds.
 SN0498
 SN0498.The orthometric height was determined by differential leveling
 SN0498.and adjusted by the National Geodetic Survey in June 1991..
 SN0498.WARNING-Repeat measurements at this control monument indicate possible
 SN0498.vertical movement.
 SN0498
 SN0498.The geoid height was determined by GEOID03.
 SN0498
 SN0498.The dynamic height is computed by dividing the NAVD 88
 SN0498.geopotential number by the normal gravity value computed on the
 SN0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0498.degrees latitude (g = 980.6199 gals.).
 SN0498
 SN0498.The modeled gravity was interpolated from observed gravity values.
 SN0498
 SN0498;                    North         East    Units  Estimated Accuracy
 SN0498;SPC ND N     -    56,020.      550,000.      MT  (+/- 180 meters Scaled)
 SN0498
 SN0498                          SUPERSEDED SURVEY CONTROL
 SN0498
 SN0498  NGVD 29 (??/??/92)  602.885  (m)         1977.97   (f) ADJ UNCH    1 2
 SN0498
 SN0498.Superseded values are not recommended for survey control.
 SN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0498.See file dsdata.txt to determine how the superseded data were derived.
 SN0498
 SN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT370632(NAD 83)
 SN0498_MARKER: Z = SEE DESCRIPTION
 SN0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0498_SP_SET: IRON POST
 SN0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0498
 SN0498  HISTORY     - Date     Condition        Report By
 SN0498  HISTORY     - UNK      MONUMENTED       USGS
 SN0498  HISTORY     - 1962     GOOD             NGS
 SN0498  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0498
 SN0498                          STATION DESCRIPTION
 SN0498
 SN0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0498'4.3 MI N FROM UNDERWOOD.
 SN0498'ABOUT 3.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0498'AT UNDERWOOD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, AT A FENCE
 SN0498'CORNER, 28.3 FEET SOUTHEAST OF POWER POLE NO 11, 38 FEET NORTH OF THE
 SN0498'CENTERLINE OF THE ROAD, 2.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 5
 SN0498'FEET LOWER THAN THE ROAD, AN IRON POST PROJECTING 0.2 FOOT FROM THE
 SN0498'GROUND, 5.2 FEET SOUTHEAST OF BM S 2 (USGS).
 SN0498
 SN0498                          STATION RECOVERY (1982)
 SN0498
 SN0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0864 ***********************************************************************
 RR0864  DESIGNATION -  2
 RR0864  PID         -  RR0864
 RR0864  STATE/COUNTY-  ND/BURLEIGH
 RR0864  USGS QUAD   -  BURNT BUTTE (1979)
 RR0864
 RR0864                         *CURRENT SURVEY CONTROL
 RR0864  ___________________________________________________________________
 RR0864* NAD 83(1996)-  46 53 38.66370(N)    100 51 31.66020(W)     ADJUSTED  
 RR0864* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 RR0864  ___________________________________________________________________
 RR0864  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 RR0864  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RR0864
 RR0864  HORZ ORDER  -  SECOND
 RR0864
 RR0864.The horizontal coordinates were established by classical geodetic methods
 RR0864.and adjusted by the National Geodetic Survey in January 1998..
 RR0864
 RR0864.The orthometric height was scaled from a topographic map.
 RR0864
 RR0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0864
 RR0864.The geoid height was determined by GEOID03.
 RR0864
 RR0864;                    North         East     Units Scale Factor Converg.
 RR0864;SPC ND S     -   136,497.183   572,659.475   MT  0.99993639   -0 15 42.1
 RR0864;SPC ND S     -   447,825.40  1,878,804.05   iFT  0.99993639   -0 15 42.1
 RR0864;UTM  14      - 5,195,070.118   358,406.637   MT  0.99984642   -1 21 26.3
 RR0864
 RR0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0864!SPC ND S     -   0.99992069  x   0.99993639  =   0.99985708
 RR0864!UTM  14      -   0.99992069  x   0.99984642  =   0.99976712
 RR0864
 RR0864                          SUPERSEDED SURVEY CONTROL
 RR0864
 RR0864  NAD 83(1986)-  46 53 38.65719(N)    100 51 31.64049(W) AD(       ) 2
 RR0864  NAD 27      -  46 53 38.67700(N)    100 51 30.17400(W) AD(       ) 2
 RR0864
 RR0864.Superseded values are not recommended for survey control.
 RR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0864.See file dsdata.txt to determine how the superseded data were derived.
 RR0864
 RR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5840795070(NAD 83)
 RR0864_MARKER: I = METAL ROD
 RR0864_SETTING: 0 = UNSPECIFIED SETTING
 RR0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0864
 RR0864  HISTORY     - Date     Condition        Report By
 RR0864  HISTORY     - 1945     MONUMENTED       BOR
 RR0864  HISTORY     - 1957     GOOD             CGS
 RR0864
 RR0864                          STATION DESCRIPTION
 RR0864
 RR0864'DESCRIBED BY US BUREAU OF RECLAMATION 1945 (JCP)
 RR0864'STATION IS LOCATED ABOUT 7 MILES NW OF THE CITY OF BISMARCK AND
 RR0864'5 MILES NE OF THE CITY OF MANDAN.  IT IS ON THE FIRST BENCH
 RR0864'E OF THE MISSOURI RIVER, 100 YARDS E OF A GRADED DIRT ROAD, AND
 RR0864'61 FEET E OF A N-S FENCE LINE.
 RR0864'
 RR0864'STATION MARK IS A 6-INCH TIN PIPE THAT HAS BEEN FILLED WITH
 RR0864'CONCRETE AND IN THE CENTER IS A NAIL POINT THAT PROJECTS 1/2
 RR0864'INCH.  THE TIN PIPE PROJECTS 3 INCHES.
 RR0864'
 RR0864'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RR0864'BURNT TO THIS STATION.  IT IS 7.769 METERS (25.48 FEET) W OF
 RR0864'THE STATION.
 RR0864'
 RR0864'TO REACH THE STATION FROM THE E END OF THE MISSOURI RIVER
 RR0864'BRIDGE WHICH IS JUST W OF THE CITY OF BISMARCK, GO NW ON A
 RR0864'GRADED DIRT ROAD ALONG THE BASE OF THE HILLS FOR 6.0 MILES
 RR0864'TO THE STAGGERED CROSS ROAD AND A STEEL BRIDGE ON THE LEFT.
 RR0864'CONTINUE ON FOR 0.5 MILE TO A FARMHOUSE ON THE RIGHT, PASS
 RR0864'TO THE N OF ALL FARM BUILDINGS AND GO E FOR 0.15 MILE TO A
 RR0864'WIRE GATE, PASS THROUGH GATE AND GO S 0.6 MILE TO THE SUMMIT
 RR0864'OF THE HILL AND MARKER AS DESCRIBED.
 RR0864'
 RR0864'THIS IS A TRAVERSE STATION.
 RR0864
 RR0864                          STATION RECOVERY (1957)
 RR0864
 RR0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0864'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 RR0864'THIS STATION IS ONLY 7.769 METERS FROM TRIANGULATION STATION
 RR0864'BURNT AND CAN BE RECOVERED BY USING THE RECOVERY NOTE FOR
 RR0864'THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0939 ***********************************************************************
 SL0939  DESIGNATION -  2 GHC
 SL0939  PID         -  SL0939
 SL0939  STATE/COUNTY-  ND/GRAND FORKS
 SL0939  USGS QUAD   -  LAKE PICKARD (1971)
 SL0939
 SL0939                         *CURRENT SURVEY CONTROL
 SL0939  ___________________________________________________________________
 SL0939* NAD 83(1986)-  47 57 34.     (N)    097 52 53.     (W)     SCALED    
 SL0939* NAVD 88     -       453.023  (meters)    1486.29   (feet)  ADJUSTED  
 SL0939  ___________________________________________________________________
 SL0939  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 SL0939  DYNAMIC HT  -         453.096 (meters)    1486.53  (feet)  COMP
 SL0939  MODELED GRAV-     980,757.5   (mgal)                       NAVD 88
 SL0939
 SL0939  VERT ORDER  -  SECOND    CLASS 0
 SL0939
 SL0939.The horizontal coordinates were scaled from a topographic map and have
 SL0939.an estimated accuracy of +/- 6 seconds.
 SL0939
 SL0939.The orthometric height was determined by differential leveling
 SL0939.and adjusted by the National Geodetic Survey in June 1991..
 SL0939
 SL0939.The geoid height was determined by GEOID03.
 SL0939
 SL0939.The dynamic height is computed by dividing the NAVD 88
 SL0939.geopotential number by the normal gravity value computed on the
 SL0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0939.degrees latitude (g = 980.6199 gals.).
 SL0939
 SL0939.The modeled gravity was interpolated from observed gravity values.
 SL0939
 SL0939;                    North         East    Units  Estimated Accuracy
 SL0939;SPC ND N     -   110,000.      795,520.      MT  (+/- 180 meters Scaled)
 SL0939
 SL0939                          SUPERSEDED SURVEY CONTROL
 SL0939
 SL0939  NGVD 29 (??/??/92)  452.648  (m)         1485.06   (f) ADJ UNCH    2 0
 SL0939
 SL0939.Superseded values are not recommended for survey control.
 SL0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0939.See file dsdata.txt to determine how the superseded data were derived.
 SL0939
 SL0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU835123(NAD 83)
 SL0939_MARKER: DD = SURVEY DISK
 SL0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0939_STAMPING: 2 GHC 1485 1961
 SL0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0939+STABILITY: SURFACE MOTION
 SL0939
 SL0939  HISTORY     - Date     Condition        Report By
 SL0939  HISTORY     - 1961     MONUMENTED       USGS
 SL0939  HISTORY     - 1963     GOOD             NGS
 SL0939
 SL0939                          STATION DESCRIPTION
 SL0939
 SL0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0939'3.0 MI S FROM NIAGARA.
 SL0939'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0939'AT NIAGARA, THENCE 2.5 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION 30,
 SL0939'T 152 N, R 56 W, 48 FEET EAST OF THE CENTER LINE OF THE ROAD, 26 FEET
 SL0939'NORTH OF THE CENTER LINE OF A FIELD ENTRANCE, 2 1/2 FEET NORTH OF A
 SL0939'TELEPHONE POLE, 1 FOOT EAST OF A FENCE, 0.6 FOOT EAST OF A METAL
 SL0939'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A CONCRETE
 SL0939'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0559 ***********************************************************************
 RQ0559  DESIGNATION -  2 JES
 RQ0559  PID         -  RQ0559
 RQ0559  STATE/COUNTY-  ND/MCINTOSH
 RQ0559  USGS QUAD   -  WISHEK SW (1982)
 RQ0559
 RQ0559                         *CURRENT SURVEY CONTROL
 RQ0559  ___________________________________________________________________
 RQ0559* NAD 83(1986)-  46 15 34.     (N)    099 38 53.     (W)     SCALED    
 RQ0559* NAVD 88     -       650.149  (meters)    2133.03   (feet)  ADJUSTED  
 RQ0559  ___________________________________________________________________
 RQ0559  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RQ0559  DYNAMIC HT  -         650.114 (meters)    2132.92  (feet)  COMP
 RQ0559  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 RQ0559
 RQ0559  VERT ORDER  -  SECOND    CLASS 0
 RQ0559
 RQ0559.The horizontal coordinates were scaled from a topographic map and have
 RQ0559.an estimated accuracy of +/- 6 seconds.
 RQ0559
 RQ0559.The orthometric height was determined by differential leveling
 RQ0559.and adjusted by the National Geodetic Survey in June 1991..
 RQ0559
 RQ0559.The geoid height was determined by GEOID03.
 RQ0559
 RQ0559.The dynamic height is computed by dividing the NAVD 88
 RQ0559.geopotential number by the normal gravity value computed on the
 RQ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0559.degrees latitude (g = 980.6199 gals.).
 RQ0559
 RQ0559.The modeled gravity was interpolated from observed gravity values.
 RQ0559
 RQ0559;                    North         East    Units  Estimated Accuracy
 RQ0559;SPC ND S     -    66,250.      665,680.      MT  (+/- 180 meters Scaled)
 RQ0559
 RQ0559                          SUPERSEDED SURVEY CONTROL
 RQ0559
 RQ0559.No superseded survey control is available for this station.
 RQ0559
 RQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS500230(NAD 83)
 RQ0559_MARKER: DB = BENCH MARK DISK
 RQ0559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0559_SP_SET: COPPER-CLAD STEEL ROD
 RQ0559_STAMPING: 2 JES 1976
 RQ0559_MARK LOGO: USGS  
 RQ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0559
 RQ0559  HISTORY     - Date     Condition        Report By
 RQ0559  HISTORY     - 1976     MONUMENTED       USGS
 RQ0559
 RQ0559                          STATION DESCRIPTION
 RQ0559
 RQ0559'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0559'7.7 KM (4.80 MI) WEST FROM WISHEK.
 RQ0559'WISHEK, 4.8 MILES WEST FROM CITY HALL IN, NEAR CORNER OF SECTIONS 11,
 RQ0559'12, 13 AND 14, TS. 132 N., R. 72 W., 105 FEET SOUTH AND 308 FEET EAST
 RQ0559'OF CROSSROADS, 3 FEET NORTH OF POWER POLE, 2 FEET NORTH AND 1 FOOT
 RQ0559'WEST OF WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY
 RQ0559'COPPER-COATED RODS AND SURROUNDED BY A TILE FILLED WITH GRAVEL AND
 RQ0559'STAMPED 2 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0561 ***********************************************************************
 RQ0561  DESIGNATION -  2 JES A
 RQ0561  PID         -  RQ0561
 RQ0561  STATE/COUNTY-  ND/MCINTOSH
 RQ0561  USGS QUAD   -  WISHEK SW (1982)
 RQ0561
 RQ0561                         *CURRENT SURVEY CONTROL
 RQ0561  ___________________________________________________________________
 RQ0561* NAD 83(1986)-  46 15 33.     (N)    099 40 13.     (W)     SCALED    
 RQ0561* NAVD 88     -       666.359  (meters)    2186.21   (feet)  ADJUSTED  
 RQ0561  ___________________________________________________________________
 RQ0561  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RQ0561  DYNAMIC HT  -         666.323 (meters)    2186.09  (feet)  COMP
 RQ0561  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 RQ0561
 RQ0561  VERT ORDER  -  SECOND    CLASS 0
 RQ0561
 RQ0561.The horizontal coordinates were scaled from a topographic map and have
 RQ0561.an estimated accuracy of +/- 6 seconds.
 RQ0561
 RQ0561.The orthometric height was determined by differential leveling
 RQ0561.and adjusted by the National Geodetic Survey in June 1991..
 RQ0561
 RQ0561.The geoid height was determined by GEOID03.
 RQ0561
 RQ0561.The dynamic height is computed by dividing the NAVD 88
 RQ0561.geopotential number by the normal gravity value computed on the
 RQ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0561.degrees latitude (g = 980.6199 gals.).
 RQ0561
 RQ0561.The modeled gravity was interpolated from observed gravity values.
 RQ0561
 RQ0561;                    North         East    Units  Estimated Accuracy
 RQ0561;SPC ND S     -    66,200.      663,970.      MT  (+/- 180 meters Scaled)
 RQ0561
 RQ0561                          SUPERSEDED SURVEY CONTROL
 RQ0561
 RQ0561.No superseded survey control is available for this station.
 RQ0561
 RQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS483230(NAD 83)
 RQ0561_MARKER: Z = SEE DESCRIPTION
 RQ0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0561_SP_SET: A PUNCHED HOLE IN METAL CULVER
 RQ0561_MARK LOGO: USGS  
 RQ0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0561
 RQ0561  HISTORY     - Date     Condition        Report By
 RQ0561  HISTORY     - 1976     MONUMENTED       USGS
 RQ0561
 RQ0561                          STATION DESCRIPTION
 RQ0561
 RQ0561'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0561'9.3 KM (5.80 MI) WEST FROM WISHEK.
 RQ0561'1 MILE WEST OF TABLET, NEAR CORNER OF SECTIONS 10,
 RQ0561'11, 14 AND 15, T. 132 N., R. 72 W., 74 FEET SOUTH AND 22 FEET WEST OF
 RQ0561'CROSSROADS, ON THE WEST END OF AN 18-INCH CORRUGATED METAL CULVERT, A
 RQ0561'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0560 ***********************************************************************
 RQ0560  DESIGNATION -  2 JES RM
 RQ0560  PID         -  RQ0560
 RQ0560  STATE/COUNTY-  ND/MCINTOSH
 RQ0560  USGS QUAD   -  WISHEK SW (1982)
 RQ0560
 RQ0560                         *CURRENT SURVEY CONTROL
 RQ0560  ___________________________________________________________________
 RQ0560* NAD 83(1986)-  46 15 35.     (N)    099 38 56.     (W)     SCALED    
 RQ0560* NAVD 88     -       647.839  (meters)    2125.45   (feet)  ADJUSTED  
 RQ0560  ___________________________________________________________________
 RQ0560  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 RQ0560  DYNAMIC HT  -         647.803 (meters)    2125.33  (feet)  COMP
 RQ0560  MODELED GRAV-     980,538.7   (mgal)                       NAVD 88
 RQ0560
 RQ0560  VERT ORDER  -  SECOND    CLASS 0
 RQ0560
 RQ0560.The horizontal coordinates were scaled from a topographic map and have
 RQ0560.an estimated accuracy of +/- 6 seconds.
 RQ0560
 RQ0560.The orthometric height was determined by differential leveling
 RQ0560.and adjusted by the National Geodetic Survey in June 1991..
 RQ0560
 RQ0560.The geoid height was determined by GEOID03.
 RQ0560
 RQ0560.The dynamic height is computed by dividing the NAVD 88
 RQ0560.geopotential number by the normal gravity value computed on the
 RQ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0560.degrees latitude (g = 980.6199 gals.).
 RQ0560
 RQ0560.The modeled gravity was interpolated from observed gravity values.
 RQ0560
 RQ0560;                    North         East    Units  Estimated Accuracy
 RQ0560;SPC ND S     -    66,280.      665,620.      MT  (+/- 180 meters Scaled)
 RQ0560
 RQ0560                          SUPERSEDED SURVEY CONTROL
 RQ0560
 RQ0560.No superseded survey control is available for this station.
 RQ0560
 RQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS499231(NAD 83)
 RQ0560_MARKER: Q = CHISELED SQUARE
 RQ0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0560_SP_SET: ON TOP OF CONCRETE CULVERT
 RQ0560_MARK LOGO: USGS  
 RQ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0560
 RQ0560  HISTORY     - Date     Condition        Report By
 RQ0560  HISTORY     - 1976     MONUMENTED       USGS
 RQ0560
 RQ0560                          STATION DESCRIPTION
 RQ0560
 RQ0560'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0560'7.7 KM (4.80 MI) WEST FROM WISHEK.
 RQ0560'REFERENCE MARK NO. 2, A CHISELED SQUARE ON THE SOUTH END OF A 36-INCH
 RQ0560'CONCRETE CULVERT, 34 FEET SOUTH AND 107 FEET EAST OF CROSSROADS, 71
 RQ0560'FEET NORTH AND 201 FEET WEST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0125 ***********************************************************************
 TF0125  DESIGNATION -  2150
 TF0125  PID         -  TF0125
 TF0125  STATE/COUNTY-  ND/BOTTINEAU
 TF0125  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0125
 TF0125                         *CURRENT SURVEY CONTROL
 TF0125  ___________________________________________________________________
 TF0125* NAD 83(1986)-  48 58 40.     (N)    100 20 10.     (W)     SCALED    
 TF0125* NAVD 88     -       655.59   (+/-2cm)    2150.9    (feet)  VERTCON   
 TF0125  ___________________________________________________________________
 TF0125  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0125
 TF0125  VERT ORDER  -  ? (See Below)
 TF0125
 TF0125.The horizontal coordinates were scaled from a topographic map and have
 TF0125.an estimated accuracy of +/- 6 seconds.
 TF0125
 TF0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0125.The vertical order pertains to the NGVD 29 superseded value.
 TF0125
 TF0125.The geoid height was determined by GEOID03.
 TF0125
 TF0125;                    North         East    Units  Estimated Accuracy
 TF0125;SPC ND N     -   219,920.      612,000.      MT  (+/- 180 meters Scaled)
 TF0125
 TF0125                          SUPERSEDED SURVEY CONTROL
 TF0125
 TF0125  NGVD 29 (??/??/92)  655.181  (m)         2149.54   (f) ADJ UNCH    ?  
 TF0125
 TF0125.Superseded values are not recommended for survey control.
 TF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0125.See file dsdata.txt to determine how the superseded data were derived.
 TF0125
 TF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV022258(NAD 83)
 TF0125_MARKER: O = CHISELED CIRCLE
 TF0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0125_SP_SET: ABUTMENT
 TF0125_STAMPING: STATE ENGR. DEPT. ELEV. 2149.55
 TF0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0125
 TF0125  HISTORY     - Date     Condition        Report By
 TF0125  HISTORY     - UNK      MONUMENTED       LOCENG
 TF0125  HISTORY     - 1935     GOOD             NGS
 TF0125
 TF0125                          STATION DESCRIPTION
 TF0125
 TF0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0125'0.5 MI W FROM METIGOSHE PARK.
 TF0125'0.5 MILE WEST ALONG A SECTION-LINE ROAD FROM THE M. WOODS HOUSE AT
 TF0125'METIGOSHE PARK, BOTTINEAU COUNTY, AT A BRIDGE OVER A NARROW NECK OF
 TF0125'LAKE METIGOSHE, AT THE TOP OF THE NORTHWEST TOP END OF THE SOUTHWEST
 TF0125'CONCRETE ABUTMENT OF A STEEL TRUSS, AND AT AN IRON-GUARD RAIL PAINTED
 TF0125'STATE ENGR. DEPT. ELEV. 2149.55.  THE TOP OF THE SOUTH CORNER OF A
 TF0125'CONCRETE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1664 ***********************************************************************
 SN1664  DESIGNATION -  22
 SN1664  PID         -  SN1664
 SN1664  STATE/COUNTY-  ND/OLIVER
 SN1664  USGS QUAD   -  FORT CLARK NE (1968)
 SN1664
 SN1664                         *CURRENT SURVEY CONTROL
 SN1664  ___________________________________________________________________
 SN1664* NAD 83(1996)-  47 13 45.37339(N)    101 01 33.98798(W)     ADJUSTED  
 SN1664* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 SN1664  ___________________________________________________________________
 SN1664  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 SN1664  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN1664
 SN1664  HORZ ORDER  -  SECOND
 SN1664
 SN1664.The horizontal coordinates were established by classical geodetic methods
 SN1664.and adjusted by the National Geodetic Survey in January 1998..
 SN1664
 SN1664.The orthometric height was scaled from a topographic map.
 SN1664
 SN1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1664
 SN1664.The geoid height was determined by GEOID03.
 SN1664
 SN1664;                    North         East     Units Scale Factor Converg.
 SN1664;SPC ND S     -   173,830.664   560,159.746   MT  0.99995955   -0 23 01.4
 SN1664;SPC ND S     -   570,310.58  1,837,794.44   iFT  0.99995955   -0 23 01.4
 SN1664;SPC ND N     -    25,626.819   560,156.300   MT  1.00004635   -0 23 29.4
 SN1664;SPC ND N     -    84,077.49  1,837,783.14   iFT  1.00004635   -0 23 29.4
 SN1664;UTM  14      - 5,232,633.690   346,626.596   MT  0.99988910   -1 29 15.4
 SN1664
 SN1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1664!SPC ND S     -   0.99991669  x   0.99995955  =   0.99987624
 SN1664!SPC ND N     -   0.99991669  x   1.00004635  =   0.99996303
 SN1664!UTM  14      -   0.99991669  x   0.99988910  =   0.99980580
 SN1664
 SN1664                          SUPERSEDED SURVEY CONTROL
 SN1664
 SN1664  NAD 83(1986)-  47 13 45.37185(N)    101 01 33.97322(W) AD(       ) 2
 SN1664  NAD 27      -  47 13 45.40200(N)    101 01 32.45200(W) AD(       ) 2
 SN1664
 SN1664.Superseded values are not recommended for survey control.
 SN1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1664.See file dsdata.txt to determine how the superseded data were derived.
 SN1664
 SN1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4662732634(NAD 83)
 SN1664_MARKER: N = NAIL
 SN1664_SETTING: 0 = UNSPECIFIED SETTING
 SN1664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1664
 SN1664  HISTORY     - Date     Condition        Report By
 SN1664  HISTORY     - 1945     MONUMENTED       BOR
 SN1664
 SN1664                          STATION DESCRIPTION
 SN1664
 SN1664'DESCRIBED BY US BUREAU OF RECLAMATION 1945 (JCP)
 SN1664'STATION IS LOCATED ABOUT 2 MILES NW OF THE SMALL VILLAGE OF
 SN1664'SANGER, ON SMALL KNOLL ABOUT 1.0 MILE W OF THE MISSOURI RIVER.
 SN1664'
 SN1664'STATION MARK IS THE POINT OF A NAIL IN THE CENTER OF A
 SN1664'CONCRETE-FILLED 6-INCH STOVEPIPE.  MARK PROJECTS 8 INCHES.
 SN1664'U S B R A 22 IS IN THE CONCRETE.
 SN1664'
 SN1664'A TRAVERSE CONNECTION WAS MADE FROM B.M. (U.S.B.R.).  IT
 SN1664'IS 214.1994 METERS (702.75 FEET) SW OF THE STATION.
 SN1664'
 SN1664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 SN1664'AND STATE HIGHWAY 6 IN THE W SECTION OF THE CITY OF MANDAN,
 SN1664'GO N ON U.S. HIGHWAY 10 FOR 5.6 MILES TO THE JUNCTION OF
 SN1664'STATE HIGHWAY 25, TURN RIGHT ON STATE HIGHWAY 25 AND GO 18.8
 SN1664'MILES TO A DIRT T-ROAD RIGHT AND A SIGN HENSLER 15 SANGER 8.
 SN1664'TURN RIGHT ON GRADED DIRT ROAD AND GO 3.0 MILES TO A CROSS
 SN1664'ROAD, CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A T-ROAD
 SN1664'INTERSECTION, TURN RIGHT AND GO 3.4 MILES TO ANOTHER T-ROAD
 SN1664'INTERSECTION, TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD FOR
 SN1664'1.85 MILES TO THE GAINES RANCH BUILDINGS ON THE LEFT.
 SN1664'CONTINUE ON N AND W FOR 1.8 MILES TO WHERE THE ROAD TURNS
 SN1664'SHARP RIGHT.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.1
 SN1664'MILE, THENCE LEFT FOR 0.05 MILE TO THE SUMMIT OF A SMALL
 SN1664'KNOLL AND THE STATION AS DESCRIBED.
 SN1664'
 SN1664'THIS IS A TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0091 ***********************************************************************
 TG0091  DESIGNATION -  2295.59
 TG0091  PID         -  TG0091
 TG0091  STATE/COUNTY-  ND/BURKE
 TG0091  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0091
 TG0091                         *CURRENT SURVEY CONTROL
 TG0091  ___________________________________________________________________
 TG0091* NAD 83(1986)-  48 37 08.     (N)    102 24 31.     (W)     SCALED    
 TG0091* NAVD 88     -       699.989  (meters)    2296.55   (feet)  ADJUSTED  
 TG0091  ___________________________________________________________________
 TG0091  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TG0091  DYNAMIC HT  -         700.112 (meters)    2296.95  (feet)  COMP
 TG0091  MODELED GRAV-     980,762.9   (mgal)                       NAVD 88
 TG0091
 TG0091  VERT ORDER  -  SECOND    CLASS 0
 TG0091
 TG0091.The horizontal coordinates were scaled from a topographic map and have
 TG0091.an estimated accuracy of +/- 6 seconds.
 TG0091
 TG0091.The orthometric height was determined by differential leveling
 TG0091.and adjusted by the National Geodetic Survey in June 1991..
 TG0091
 TG0091.The geoid height was determined by GEOID03.
 TG0091
 TG0091.The dynamic height is computed by dividing the NAVD 88
 TG0091.geopotential number by the normal gravity value computed on the
 TG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0091.degrees latitude (g = 980.6199 gals.).
 TG0091
 TG0091.The modeled gravity was interpolated from observed gravity values.
 TG0091
 TG0091;                    North         East    Units  Estimated Accuracy
 TG0091;SPC ND N     -   181,740.      459,300.      MT  (+/- 180 meters Scaled)
 TG0091
 TG0091                          SUPERSEDED SURVEY CONTROL
 TG0091
 TG0091  NGVD 29 (??/??/92)  699.554  (m)         2295.12   (f) ADJ UNCH    2 0
 TG0091
 TG0091.Superseded values are not recommended for survey control.
 TG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0091.See file dsdata.txt to determine how the superseded data were derived.
 TG0091
 TG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP909883(NAD 83)
 TG0091_MARKER: Q = CHISELED SQUARE
 TG0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0091_SP_SET: CULVERT
 TG0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0091
 TG0091  HISTORY     - Date     Condition        Report By
 TG0091  HISTORY     - UNK      MONUMENTED       USGS
 TG0091  HISTORY     - 1963     GOOD             NGS
 TG0091
 TG0091                          STATION DESCRIPTION
 TG0091
 TG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0091'24.3 MI N FROM STANLEY.
 TG0091'IN BURKE COUNTY, 24.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE GREAT
 TG0091'NORTHERN RAILWAY STATION AT STANLEY, MOUNTRAIL COUNTY, 150 FEET SOUTH
 TG0091'OF THE NORTH BRANCH OF THE ROAD TO KENMARE, AT AN 18-INCH CULVERT, AND
 TG0091'ON THE TOP OF THE NORTH END OF THE EAST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1177 ***********************************************************************
 TG1177  DESIGNATION -  2306
 TG1177  PID         -  TG1177
 TG1177  STATE/COUNTY-  ND/WILLIAMS
 TG1177  USGS QUAD   -  EPPING NE (1978)
 TG1177
 TG1177                         *CURRENT SURVEY CONTROL
 TG1177  ___________________________________________________________________
 TG1177* NAD 83(1986)-  48 27 34.     (N)    103 20 30.     (W)     SCALED    
 TG1177* NAVD 88     -       701.479  (meters)    2301.44   (feet)  ADJUSTED  
 TG1177  ___________________________________________________________________
 TG1177  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1177  DYNAMIC HT  -         701.590 (meters)    2301.80  (feet)  COMP
 TG1177  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 TG1177
 TG1177  VERT ORDER  -  SECOND    CLASS 0
 TG1177
 TG1177.The horizontal coordinates were scaled from a topographic map and have
 TG1177.an estimated accuracy of +/- 6 seconds.
 TG1177
 TG1177.The orthometric height was determined by differential leveling
 TG1177.and adjusted by the National Geodetic Survey in June 1991..
 TG1177
 TG1177.The geoid height was determined by GEOID03.
 TG1177
 TG1177.The dynamic height is computed by dividing the NAVD 88
 TG1177.geopotential number by the normal gravity value computed on the
 TG1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1177.degrees latitude (g = 980.6199 gals.).
 TG1177
 TG1177.The modeled gravity was interpolated from observed gravity values.
 TG1177
 TG1177;                    North         East    Units  Estimated Accuracy
 TG1177;SPC ND N     -   166,140.      389,890.      MT  (+/- 180 meters Scaled)
 TG1177
 TG1177                          SUPERSEDED SURVEY CONTROL
 TG1177
 TG1177  NGVD 29 (??/??/92)  701.015  (m)         2299.91   (f) ADJ UNCH    2 0
 TG1177
 TG1177.Superseded values are not recommended for survey control.
 TG1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1177.See file dsdata.txt to determine how the superseded data were derived.
 TG1177
 TG1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP226686(NAD 83)
 TG1177_MARKER: P = PIPE CAP
 TG1177_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1177_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1177_STAMPING: 2306
 TG1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1177
 TG1177  HISTORY     - Date     Condition        Report By
 TG1177  HISTORY     - UNK      MONUMENTED       USGS
 TG1177  HISTORY     - 1951     GOOD             NGS
 TG1177
 TG1177                          STATION DESCRIPTION
 TG1177
 TG1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1177'13.0 MI N FROM EPPING.
 TG1177'13.0 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 42 FROM THE
 TG1177'GREAT NORTHERN RAILWAY STATION AT EPPING, WILLIAMS COUNTY, 65 YARDS
 TG1177'NORTHEAST OF THE W.C. BODE FARMHOUSE IN 1934, AT THE INTERSECTION OF A
 TG1177'TOWNSHIP-LINE ROAD, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23
 TG1177'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.2 FEET WEST OF A
 TG1177'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 TG1177'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1098 ***********************************************************************
 TG1098  DESIGNATION -  2328
 TG1098  PID         -  TG1098
 TG1098  STATE/COUNTY-  ND/DIVIDE
 TG1098  USGS QUAD   -  NOONAN SE (1949)
 TG1098
 TG1098                         *CURRENT SURVEY CONTROL
 TG1098  ___________________________________________________________________
 TG1098* NAD 83(1986)-  48 48 26.     (N)    103 00 20.     (W)     SCALED    
 TG1098* NAVD 88     -       708.978  (meters)    2326.04   (feet)  ADJUSTED  
 TG1098  ___________________________________________________________________
 TG1098  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TG1098  DYNAMIC HT  -         709.111 (meters)    2326.47  (feet)  COMP
 TG1098  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 TG1098
 TG1098  VERT ORDER  -  SECOND    CLASS 0
 TG1098
 TG1098.The horizontal coordinates were scaled from a topographic map and have
 TG1098.an estimated accuracy of +/- 6 seconds.
 TG1098
 TG1098.The orthometric height was determined by differential leveling
 TG1098.and adjusted by the National Geodetic Survey in June 1991..
 TG1098
 TG1098.The geoid height was determined by GEOID03.
 TG1098
 TG1098.The dynamic height is computed by dividing the NAVD 88
 TG1098.geopotential number by the normal gravity value computed on the
 TG1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1098.degrees latitude (g = 980.6199 gals.).
 TG1098
 TG1098.The modeled gravity was interpolated from observed gravity values.
 TG1098
 TG1098;                    North         East    Units  Estimated Accuracy
 TG1098;SPC ND N     -   203,930.      415,990.      MT  (+/- 180 meters Scaled)
 TG1098
 TG1098                          SUPERSEDED SURVEY CONTROL
 TG1098
 TG1098  NGVD 29 (??/??/92)  708.52   (m)         2324.5    (f) COMPUTED    2 0
 TG1098
 TG1098.Superseded values are not recommended for survey control.
 TG1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1098.See file dsdata.txt to determine how the superseded data were derived.
 TG1098
 TG1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ464079(NAD 83)
 TG1098_MARKER: P = PIPE CAP
 TG1098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1098
 TG1098  HISTORY     - Date     Condition        Report By
 TG1098  HISTORY     - UNK      MONUMENTED       IBC
 TG1098  HISTORY     - 1935     GOOD             NGS
 TG1098  HISTORY     - 1958     MARK NOT FOUND   LOCSUR
 TG1098
 TG1098                          STATION DESCRIPTION
 TG1098
 TG1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG1098'5.8 MI S FROM NOONAN.
 TG1098'ALONG ROADS SOUTH OF NOONAN AT CROSSROAD.  36 FT NORTH OF CENTERLINE
 TG1098'OF CROSSROAD, THENCE 27 FT WEST OF CENTERLINE OF ROAD.  6 INCHES ABOVE
 TG1098'LEVEL OF THE GROUND.
 TG1098
 TG1098                          STATION RECOVERY (1958)
 TG1098
 TG1098'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 TG1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1299 ***********************************************************************
 TG1299  DESIGNATION -  2353
 TG1299  PID         -  TG1299
 TG1299  STATE/COUNTY-  ND/WILLIAMS
 TG1299  USGS QUAD   -  SPRING BROOK (1978)
 TG1299
 TG1299                         *CURRENT SURVEY CONTROL
 TG1299  ___________________________________________________________________
 TG1299* NAD 83(1986)-  48 20 32.     (N)    103 24 36.     (W)     SCALED    
 TG1299* NAVD 88     -       715.947  (meters)    2348.90   (feet)  ADJUSTED  
 TG1299  ___________________________________________________________________
 TG1299  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1299  DYNAMIC HT  -         716.052 (meters)    2349.25  (feet)  COMP
 TG1299  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 TG1299
 TG1299  VERT ORDER  -  SECOND    CLASS 0
 TG1299
 TG1299.The horizontal coordinates were scaled from a topographic map and have
 TG1299.an estimated accuracy of +/- 6 seconds.
 TG1299
 TG1299.The orthometric height was determined by differential leveling
 TG1299.and adjusted by the National Geodetic Survey in June 1991..
 TG1299
 TG1299.The geoid height was determined by GEOID03.
 TG1299
 TG1299.The dynamic height is computed by dividing the NAVD 88
 TG1299.geopotential number by the normal gravity value computed on the
 TG1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1299.degrees latitude (g = 980.6199 gals.).
 TG1299
 TG1299.The modeled gravity was interpolated from observed gravity values.
 TG1299
 TG1299;                    North         East    Units  Estimated Accuracy
 TG1299;SPC ND N     -   153,310.      384,340.      MT  (+/- 180 meters Scaled)
 TG1299
 TG1299                          SUPERSEDED SURVEY CONTROL
 TG1299
 TG1299  NGVD 29 (??/??/92)  715.465  (m)         2347.32   (f) ADJ UNCH    2 0
 TG1299
 TG1299.Superseded values are not recommended for survey control.
 TG1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1299.See file dsdata.txt to determine how the superseded data were derived.
 TG1299
 TG1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP178555(NAD 83)
 TG1299_MARKER: P = PIPE CAP
 TG1299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1299
 TG1299  HISTORY     - Date     Condition        Report By
 TG1299  HISTORY     - UNK      MONUMENTED       USGS
 TG1299  HISTORY     - 1951     GOOD             NGS
 TG1299
 TG1299                          STATION DESCRIPTION
 TG1299
 TG1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1299'5.6 MI N FROM SPRING BROOK.
 TG1299'5.6 MILES NORTH ALONG THE ALAMO ROAD FROM SPRING BROOK, WILLIAMS
 TG1299'COUNTY, 2.0 MILES EAST, 1.0 MILE NORTH, AND 1.0 MILE EAST ALONG ROADS.
 TG1299'AT THE CORNER COMMON TO SECTIONS 9, 10, 15 AND 16, T 156 N, R 99 W,
 TG1299'AT A DIM-ROAD JUNCTION, 30 FEET SOUTH OF THE CENTERLINE OF THE
 TG1299'EAST-AND-WEST ROAD, IN LINE WITH THE SOUTH ROAD FENCE, AND 1 FOOT
 TG1299'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TG1299'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0853 ***********************************************************************
 SN0853  DESIGNATION -  24
 SN0853  PID         -  SN0853
 SN0853  STATE/COUNTY-  ND/MCLEAN
 SN0853  USGS QUAD   -  WASHBURN NE (1980)
 SN0853
 SN0853                         *CURRENT SURVEY CONTROL
 SN0853  ___________________________________________________________________
 SN0853* NAD 83(1986)-  47 24 55.     (N)    101 06 42.     (W)     SCALED    
 SN0853* NAVD 88     -       596.801  (meters)    1958.00   (feet)  ADJUSTED  
 SN0853  ___________________________________________________________________
 SN0853  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SN0853  DYNAMIC HT  -         596.844 (meters)    1958.15  (feet)  COMP
 SN0853  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 SN0853
 SN0853  VERT ORDER  -  FIRST     CLASS II
 SN0853
 SN0853.The horizontal coordinates were scaled from a topographic map and have
 SN0853.an estimated accuracy of +/- 6 seconds.
 SN0853
 SN0853.The orthometric height was determined by differential leveling
 SN0853.and adjusted by the National Geodetic Survey in June 1991..
 SN0853
 SN0853.The geoid height was determined by GEOID03.
 SN0853
 SN0853.The dynamic height is computed by dividing the NAVD 88
 SN0853.geopotential number by the normal gravity value computed on the
 SN0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0853.degrees latitude (g = 980.6199 gals.).
 SN0853
 SN0853.The modeled gravity was interpolated from observed gravity values.
 SN0853
 SN0853;                    North         East    Units  Estimated Accuracy
 SN0853;SPC ND N     -    46,350.      553,840.      MT  (+/- 180 meters Scaled)
 SN0853
 SN0853                          SUPERSEDED SURVEY CONTROL
 SN0853
 SN0853  NGVD 29 (??/??/92)  596.385  (m)         1956.64   (f) ADJ UNCH    1 2
 SN0853
 SN0853.Superseded values are not recommended for survey control.
 SN0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0853.See file dsdata.txt to determine how the superseded data were derived.
 SN0853
 SN0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT407534(NAD 83)
 SN0853_MARKER: P = PIPE CAP
 SN0853_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SN0853_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SN0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0853
 SN0853  HISTORY     - Date     Condition        Report By
 SN0853  HISTORY     - UNK      MONUMENTED       DOD
 SN0853  HISTORY     - 1962     GOOD             NGS
 SN0853  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0853
 SN0853                          STATION DESCRIPTION
 SN0853
 SN0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0853'3 MI SE FROM UNDERWOOD.
 SN0853'3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD STATION
 SN0853'AT UNDERWOOD, 5 POLES NORTHWEST OF MILEPOLE NO 506, 3.8 MILE NORTHWEST
 SN0853'OF FALKIRK, AT A PRIVATE ROAD CROSSING, 85 FEET EAST AND ACROSS THE
 SN0853'TRACK FROM A TELEGRAPH POLE, 34 FEET EAST OF THE EAST RAIL, 27 FEET
 SN0853'NORTHWEST OF A TELEGRAPH POLE, ABOUT 3 FEET LOWER THAN THE TRACK, A
 SN0853'CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.9 FOOT, MARK
 SN0853'IS INCLOSED IN A TRIANGULAR WOODEN FENCE AT THIS TIME.
 SN0853
 SN0853                          STATION RECOVERY (1982)
 SN0853
 SN0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1860 ***********************************************************************
 TG1860  DESIGNATION -  2437
 TG1860  PID         -  TG1860
 TG1860  STATE/COUNTY-  ND/WILLIAMS
 TG1860  USGS QUAD   -  GAMACHE CREEK (1978)
 TG1860
 TG1860                         *CURRENT SURVEY CONTROL
 TG1860  ___________________________________________________________________
 TG1860* NAD 83(1996)-  48 11 38.89047(N)    103 15 35.35679(W)     ADJUSTED  
 TG1860* NAVD 88     -       744.     (meters)    2441.     (feet)  SCALED    
 TG1860  ___________________________________________________________________
 TG1860  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 TG1860  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1860
 TG1860  HORZ ORDER  -  FIRST
 TG1860
 TG1860.The horizontal coordinates were established by classical geodetic methods
 TG1860.and adjusted by the National Geodetic Survey in January 1998..
 TG1860
 TG1860.The orthometric height was scaled from a topographic map.
 TG1860
 TG1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1860
 TG1860.The geoid height was determined by GEOID03.
 TG1860
 TG1860;                    North         East     Units Scale Factor Converg.
 TG1860;SPC ND N     -   136,442.187   394,877.957   MT  0.99993766   -2 03 13.2
 TG1860;SPC ND N     -   447,644.97  1,295,531.35   iFT  0.99993766   -2 03 13.2
 TG1860;UTM  13      - 5,339,342.100   629,319.548   MT  0.99980548   +1 17 50.4
 TG1860
 TG1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1860!SPC ND N     -   0.99988632  x   0.99993766  =   0.99982398
 TG1860!UTM  13      -   0.99988632  x   0.99980548  =   0.99969182
 TG1860
 TG1860:                Primary Azimuth Mark                     Grid Az
 TG1860:SPC ND N     -  2437 AZ MK                               152 53 07.4
 TG1860:UTM  13      -  2437 AZ MK                               149 32 03.8
 TG1860
 TG1860|---------------------------------------------------------------------|
 TG1860| PID    Reference Object                     Distance      Geod. Az  |
 TG1860|                                                           dddmmss.s |
 TG1860| TG1208 2437 AZ MK                                         1504954.2 |
 TG1860| CQ8681 2437 RM 1                            13.978 METERS 18117     |
 TG1860| CQ8682 2437 RM 2                            13.555 METERS 25853     |
 TG1860|---------------------------------------------------------------------|
 TG1860
 TG1860                          SUPERSEDED SURVEY CONTROL
 TG1860
 TG1860  NAD 83(1986)-  48 11 38.88971(N)    103 15 35.35437(W) AD(       ) 1
 TG1860  NAD 27      -  48 11 38.81000(N)    103 15 33.68100(W) AD(       ) 1
 TG1860
 TG1860.Superseded values are not recommended for survey control.
 TG1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1860.See file dsdata.txt to determine how the superseded data were derived.
 TG1860
 TG1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP2932039342(NAD 83)
 TG1860_MARKER: P = PIPE CAP
 TG1860_SETTING: 0 = UNSPECIFIED SETTING
 TG1860
 TG1860  HISTORY     - Date     Condition        Report By
 TG1860  HISTORY     - 1945     MONUMENTED       USGS
 TG1860
 TG1860                          STATION DESCRIPTION
 TG1860
 TG1860'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (JCP)
 TG1860'STATION IS IDENTICAL WITH A U.S.G.S. BENCH MARK LOCATED ABOUT
 TG1860'7 MILES S OF WHEELOCK AND ABOUT 10 MILES SE OF SPRING BROOK.
 TG1860'IT IS IN A TRIANGLE FORMED BY THE INTERSECTION OF TWO ROADS.
 TG1860'IT IS 20 FEET W OF THE APPROXIMATE CENTER OF THE N-S ROAD, 50
 TG1860'FEET S OF THE N INTERSECTION OF THE TWO ROADS, AND 6.5 FEET
 TG1860'S OF A STANDARD WITNESS POST.  THE MARK IS A THREE-INCH
 TG1860'CAST-IRON PIPE WITH A U.S.G.S. BENCH MARK BRONZE CAP ON THE TOP,
 TG1860'STAMPED 2437 (ELEVATION ABOVE SEA LEVEL) AND PROJECTS ABOUT 6
 TG1860'INCHES ABOVE THE GROUND.
 TG1860'
 TG1860'REFERENCE MARK 1 IS 45.86 FEET S OF THE STATION AND 21 FEET W
 TG1860'OF THE APPROXIMATE CENTER OF THE N-S ROAD.  THE DISK IS STAMPED
 TG1860'USGS 2437 NO 1 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A
 TG1860'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1860'
 TG1860'REFERENCE MARK 2 IS 44.47 FEET W OF THE STATION AND 21 FEET
 TG1860'S OF THE APPROXIMATE CENTER OF THE E-W ROAD.  THE DISK IS
 TG1860'STAMPED USGS 2437 NO 2 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS
 TG1860'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1860'
 TG1860'AZIMUTH MARK IS ABOUT ONE MILE SE OF THE STATION AND ABOUT
 TG1860'0.25 MILE E OF A SCHOOLHOUSE.  IT IS 3.5 FEET E OF A STANDARD
 TG1860'WITNESS POST AND 22 FEET S OF THE APPROXIMATE CENTER OF THE
 TG1860'ROAD.  THE DISK IS STAMPED USGS 2437 1945 AND PROJECTS ABOUT
 TG1860'8 INCHES.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 TG1860'POST.
 TG1860'
 TG1860'TO REACH THE STATION FROM THE POST OFFICE IN WHEELOCK, GO
 TG1860'S ON MAIN STREET FOR 0.1 MILE TO THE RAILROAD TRACKS, CROSS
 TG1860'TRACKS, TURN RIGHT ANDGO W AND S ON MAIN ROAD FOR 7 MILES
 TG1860'TO A T-ROAD RIGHT AND STATION IN THE TRIANGLE FORMED BY THE
 TG1860'TWO ROADS.  CONTINUE S ON MAIN ROAD 1.65 MILES TO THE AZIMUTH
 TG1860'MARK ON THE RIGHT.
 TG1860'
 TG1860'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0514 ***********************************************************************
 TD0514  DESIGNATION -  29 RGW
 TD0514  PID         -  TD0514
 TD0514  STATE/COUNTY-  ND/GRAND FORKS
 TD0514  USGS QUAD   -  FORDVILLE SE (1963)
 TD0514
 TD0514                         *CURRENT SURVEY CONTROL
 TD0514  ___________________________________________________________________
 TD0514* NAD 83(1986)-  48 07 21.     (N)    097 48 06.     (W)     SCALED    
 TD0514* NAVD 88     -       358.785  (meters)    1177.11   (feet)  ADJUSTED  
 TD0514  ___________________________________________________________________
 TD0514  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 TD0514  DYNAMIC HT  -         358.852 (meters)    1177.33  (feet)  COMP
 TD0514  MODELED GRAV-     980,785.6   (mgal)                       NAVD 88
 TD0514
 TD0514  VERT ORDER  -  SECOND    CLASS 0
 TD0514
 TD0514.The horizontal coordinates were scaled from a topographic map and have
 TD0514.an estimated accuracy of +/- 6 seconds.
 TD0514
 TD0514.The orthometric height was determined by differential leveling
 TD0514.and adjusted by the National Geodetic Survey in June 1991..
 TD0514
 TD0514.The geoid height was determined by GEOID03.
 TD0514
 TD0514.The dynamic height is computed by dividing the NAVD 88
 TD0514.geopotential number by the normal gravity value computed on the
 TD0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0514.degrees latitude (g = 980.6199 gals.).
 TD0514
 TD0514.The modeled gravity was interpolated from observed gravity values.
 TD0514
 TD0514;                    North         East    Units  Estimated Accuracy
 TD0514;SPC ND N     -   128,320.      800,830.      MT  (+/- 180 meters Scaled)
 TD0514
 TD0514                          SUPERSEDED SURVEY CONTROL
 TD0514
 TD0514  NGVD 29 (??/??/92)  358.433  (m)         1175.96   (f) ADJ UNCH    2 0
 TD0514
 TD0514.Superseded values are not recommended for survey control.
 TD0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0514.See file dsdata.txt to determine how the superseded data were derived.
 TD0514
 TD0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU891306(NAD 83)
 TD0514_MARKER: DD = SURVEY DISK
 TD0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0514_STAMPING: 29 RGW 1962
 TD0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0514+STABILITY: SURFACE MOTION
 TD0514
 TD0514  HISTORY     - Date     Condition        Report By
 TD0514  HISTORY     - 1962     MONUMENTED       USGS
 TD0514  HISTORY     - 1964     GOOD             NGS
 TD0514  HISTORY     - 1983     GOOD             LOCSUR
 TD0514
 TD0514                          STATION DESCRIPTION
 TD0514
 TD0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0514'8.3 MI SE FROM DAHLEN.
 TD0514'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0514'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0514'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 2.0 MILES SOUTH ALONG
 TD0514'STATE HIGHWAY 32, THENCE 2.7 MILES EAST ALONG A COUNTY ROAD, IN S 26,
 TD0514'R 56 W, T 154 N, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 TD0514'SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TD0514'BELOW THE LEVEL OF THE ROAD, AND SET INT HE TOP OF A CONCRETE POST
 TD0514'PROJECTING 0.3 FOOT.
 TD0514
 TD0514                          STATION RECOVERY (1983)
 TD0514
 TD0514'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0639 ***********************************************************************
 SN0639  DESIGNATION -  29 WRS
 SN0639  PID         -  SN0639
 SN0639  STATE/COUNTY-  ND/MCLEAN
 SN0639  USGS QUAD   -  GARRISON (1981)
 SN0639
 SN0639                         *CURRENT SURVEY CONTROL
 SN0639  ___________________________________________________________________
 SN0639* NAD 83(1986)-  47 44 54.     (N)    101 29 10.     (W)     SCALED    
 SN0639* NAVD 88     -       609.191  (meters)    1998.65   (feet)  ADJUSTED  
 SN0639  ___________________________________________________________________
 SN0639  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 SN0639  DYNAMIC HT  -         609.253 (meters)    1998.86  (feet)  COMP
 SN0639  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 SN0639
 SN0639  VERT ORDER  -  SECOND    CLASS 0
 SN0639
 SN0639.The horizontal coordinates were scaled from a topographic map and have
 SN0639.an estimated accuracy of +/- 6 seconds.
 SN0639
 SN0639.The orthometric height was determined by differential leveling
 SN0639.and adjusted by the National Geodetic Survey in June 1991..
 SN0639
 SN0639.The geoid height was determined by GEOID03.
 SN0639
 SN0639.The dynamic height is computed by dividing the NAVD 88
 SN0639.geopotential number by the normal gravity value computed on the
 SN0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0639.degrees latitude (g = 980.6199 gals.).
 SN0639
 SN0639.The modeled gravity was interpolated from observed gravity values.
 SN0639
 SN0639;                    North         East    Units  Estimated Accuracy
 SN0639;SPC ND N     -    83,670.      526,060.      MT  (+/- 180 meters Scaled)
 SN0639
 SN0639                          SUPERSEDED SURVEY CONTROL
 SN0639
 SN0639  NGVD 29 (??/??/92)  608.785  (m)         1997.32   (f) ADJ UNCH    2 0
 SN0639
 SN0639.Superseded values are not recommended for survey control.
 SN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0639.See file dsdata.txt to determine how the superseded data were derived.
 SN0639
 SN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT136913(NAD 83)
 SN0639_MARKER: DD = SURVEY DISK
 SN0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0639_STAMPING: 29 WRS TT 1997 1953
 SN0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0639+STABILITY: SURFACE MOTION
 SN0639
 SN0639  HISTORY     - Date     Condition        Report By
 SN0639  HISTORY     - 1953     MONUMENTED       USGS
 SN0639  HISTORY     - 1962     GOOD             NGS
 SN0639
 SN0639                          STATION DESCRIPTION
 SN0639
 SN0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0639'9.9 MI NW FROM GARRISON.
 SN0639'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0639'AT GARRISON, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.1
 SN0639'MILE NORTH ALONG A GRAVELED ROAD, 33 FEET EAST OF THE CENTERLINE OF
 SN0639'THE ROAD, 21 FEET NORTH OF THE NORTHWEST CORNER OF THE CEMETERY, 5.5
 SN0639'FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 4 FEET
 SN0639'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0639'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0943 ***********************************************************************
 SL0943  DESIGNATION -  3 GHC
 SL0943  PID         -  SL0943
 SL0943  STATE/COUNTY-  ND/GRAND FORKS
 SL0943  USGS QUAD   -  LAKE PICKARD (1971)
 SL0943
 SL0943                         *CURRENT SURVEY CONTROL
 SL0943  ___________________________________________________________________
 SL0943* NAD 83(1986)-  47 55 06.     (N)    097 52 53.     (W)     SCALED    
 SL0943* NAVD 88     -       462.525  (meters)    1517.47   (feet)  ADJUSTED  
 SL0943  ___________________________________________________________________
 SL0943  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0943  DYNAMIC HT  -         462.597 (meters)    1517.70  (feet)  COMP
 SL0943  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 SL0943
 SL0943  VERT ORDER  -  SECOND    CLASS 0
 SL0943
 SL0943.The horizontal coordinates were scaled from a topographic map and have
 SL0943.an estimated accuracy of +/- 6 seconds.
 SL0943
 SL0943.The orthometric height was determined by differential leveling
 SL0943.and adjusted by the National Geodetic Survey in June 1991..
 SL0943
 SL0943.The geoid height was determined by GEOID03.
 SL0943
 SL0943.The dynamic height is computed by dividing the NAVD 88
 SL0943.geopotential number by the normal gravity value computed on the
 SL0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0943.degrees latitude (g = 980.6199 gals.).
 SL0943
 SL0943.The modeled gravity was interpolated from observed gravity values.
 SL0943
 SL0943;                    North         East    Units  Estimated Accuracy
 SL0943;SPC ND N     -   105,430.      795,670.      MT  (+/- 180 meters Scaled)
 SL0943
 SL0943                          SUPERSEDED SURVEY CONTROL
 SL0943
 SL0943  NGVD 29 (??/??/92)  462.150  (m)         1516.24   (f) ADJ UNCH    2 0
 SL0943
 SL0943.Superseded values are not recommended for survey control.
 SL0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0943.See file dsdata.txt to determine how the superseded data were derived.
 SL0943
 SL0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU835078(NAD 83)
 SL0943_MARKER: DD = SURVEY DISK
 SL0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0943_STAMPING: 3 GHC 1516 1961
 SL0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0943+STABILITY: SURFACE MOTION
 SL0943
 SL0943  HISTORY     - Date     Condition        Report By
 SL0943  HISTORY     - 1961     MONUMENTED       USGS
 SL0943  HISTORY     - 1963     GOOD             NGS
 SL0943
 SL0943                          STATION DESCRIPTION
 SL0943
 SL0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0943'5.85 MI S FROM NIAGARA.
 SL0943'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0943'AT NIAGARA, THENCE 5.35 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION 7,
 SL0943'T 151 N, R 56 W, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 63 FEET
 SL0943'SOUTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 0.7 FOOT SOUTH OF A
 SL0943'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 SL0943'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0562 ***********************************************************************
 RQ0562  DESIGNATION -  3 JES
 RQ0562  PID         -  RQ0562
 RQ0562  STATE/COUNTY-  ND/MCINTOSH
 RQ0562  USGS QUAD   -  WISHEK SW (1982)
 RQ0562
 RQ0562                         *CURRENT SURVEY CONTROL
 RQ0562  ___________________________________________________________________
 RQ0562* NAD 83(1986)-  46 15 33.     (N)    099 41 30.     (W)     SCALED    
 RQ0562* NAVD 88     -       660.162  (meters)    2165.88   (feet)  ADJUSTED  
 RQ0562  ___________________________________________________________________
 RQ0562  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RQ0562  DYNAMIC HT  -         660.127 (meters)    2165.77  (feet)  COMP
 RQ0562  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 RQ0562
 RQ0562  VERT ORDER  -  SECOND    CLASS 0
 RQ0562
 RQ0562.The horizontal coordinates were scaled from a topographic map and have
 RQ0562.an estimated accuracy of +/- 6 seconds.
 RQ0562
 RQ0562.The orthometric height was determined by differential leveling
 RQ0562.and adjusted by the National Geodetic Survey in June 1991..
 RQ0562
 RQ0562.The geoid height was determined by GEOID03.
 RQ0562
 RQ0562.The dynamic height is computed by dividing the NAVD 88
 RQ0562.geopotential number by the normal gravity value computed on the
 RQ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0562.degrees latitude (g = 980.6199 gals.).
 RQ0562
 RQ0562.The modeled gravity was interpolated from observed gravity values.
 RQ0562
 RQ0562;                    North         East    Units  Estimated Accuracy
 RQ0562;SPC ND S     -    66,180.      662,320.      MT  (+/- 180 meters Scaled)
 RQ0562
 RQ0562                          SUPERSEDED SURVEY CONTROL
 RQ0562
 RQ0562.No superseded survey control is available for this station.
 RQ0562
 RQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS466230(NAD 83)
 RQ0562_MARKER: DB = BENCH MARK DISK
 RQ0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0562_SP_SET: COPPER-CLAD STEEL ROD
 RQ0562_STAMPING: 3 JES 1976
 RQ0562_MARK LOGO: USGS  
 RQ0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0562
 RQ0562  HISTORY     - Date     Condition        Report By
 RQ0562  HISTORY     - 1976     MONUMENTED       USGS
 RQ0562
 RQ0562                          STATION DESCRIPTION
 RQ0562
 RQ0562'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0562'10.9 KM (6.80 MI) WEST FROM WISHEK.
 RQ0562'WISHEK, 6.8 MILES WEST OF CITY HALL IN, 8.5 MILES SOUTH AND 2.75 MILES
 RQ0562'WEST OF BURNSTAD, NEAR CORNER OF SECTIONS 9, 10, 15 AND 16, T. 132
 RQ0562'N., R. 72 W., 100 FEET SOUTH AND 65 FEET WEST OF CROSSROADS, 2 FEET
 RQ0562'SOUTH AND 1 FOOT WEST OF CORNER FENCE POST, 8 FEET NORTH AND 35.5
 RQ0562'FEET EAST OF THE NORTH POWER POLE OF A DOUBLE POWER POLE, 2 FEET
 RQ0562'SOUTH OF A WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY
 RQ0562'COPPER-COATED RODS AND SURROUNDED BY A PLASTIC TILE AND FILLED WITH
 RQ0562'GRAVEL AND STAMPED 3 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0564 ***********************************************************************
 RQ0564  DESIGNATION -  3 JES A
 RQ0564  PID         -  RQ0564
 RQ0564  STATE/COUNTY-  ND/MCINTOSH
 RQ0564  USGS QUAD   -  WISHEK SW (1982)
 RQ0564
 RQ0564                         *CURRENT SURVEY CONTROL
 RQ0564  ___________________________________________________________________
 RQ0564* NAD 83(1986)-  46 15 34.     (N)    099 42 44.     (W)     SCALED    
 RQ0564* NAVD 88     -       662.228  (meters)    2172.66   (feet)  ADJUSTED  
 RQ0564  ___________________________________________________________________
 RQ0564  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 RQ0564  DYNAMIC HT  -         662.194 (meters)    2172.55  (feet)  COMP
 RQ0564  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 RQ0564
 RQ0564  VERT ORDER  -  SECOND    CLASS 0
 RQ0564
 RQ0564.The horizontal coordinates were scaled from a topographic map and have
 RQ0564.an estimated accuracy of +/- 6 seconds.
 RQ0564
 RQ0564.The orthometric height was determined by differential leveling
 RQ0564.and adjusted by the National Geodetic Survey in June 1991..
 RQ0564
 RQ0564.The geoid height was determined by GEOID03.
 RQ0564
 RQ0564.The dynamic height is computed by dividing the NAVD 88
 RQ0564.geopotential number by the normal gravity value computed on the
 RQ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0564.degrees latitude (g = 980.6199 gals.).
 RQ0564
 RQ0564.The modeled gravity was interpolated from observed gravity values.
 RQ0564
 RQ0564;                    North         East    Units  Estimated Accuracy
 RQ0564;SPC ND S     -    66,200.      660,740.      MT  (+/- 180 meters Scaled)
 RQ0564
 RQ0564                          SUPERSEDED SURVEY CONTROL
 RQ0564
 RQ0564.No superseded survey control is available for this station.
 RQ0564
 RQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS451231(NAD 83)
 RQ0564_MARKER: Z = SEE DESCRIPTION
 RQ0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0564_SP_SET: A PUNCHED HOLE IN METAL CULVER
 RQ0564_MARK LOGO: USGS  
 RQ0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0564
 RQ0564  HISTORY     - Date     Condition        Report By
 RQ0564  HISTORY     - 1976     MONUMENTED       USGS
 RQ0564
 RQ0564                          STATION DESCRIPTION
 RQ0564
 RQ0564'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0564'12.6 KM (7.80 MI) WEST FROM WISHEK.
 RQ0564'1 MILE WEST OF TABLET, NEAR CORNER OF SECTIONS 8, 9,
 RQ0564'16 AND 17, T. 132 N., R. 72 W., ON THE WEST END OF AN 18-INCH
 RQ0564'CORRUGATED METAL CULVERT, 59 FEET SOUTH AND 20 FEET WEST OF
 RQ0564'CROSSROADS, A PUNCHED HOLE, PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0563 ***********************************************************************
 RQ0563  DESIGNATION -  3 JES RM
 RQ0563  PID         -  RQ0563
 RQ0563  STATE/COUNTY-  ND/MCINTOSH
 RQ0563  USGS QUAD   -  WISHEK SW (1982)
 RQ0563
 RQ0563                         *CURRENT SURVEY CONTROL
 RQ0563  ___________________________________________________________________
 RQ0563* NAD 83(1986)-  46 15 34.     (N)    099 41 30.     (W)     SCALED    
 RQ0563* NAVD 88     -       659.721  (meters)    2164.43   (feet)  ADJUSTED  
 RQ0563  ___________________________________________________________________
 RQ0563  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RQ0563  DYNAMIC HT  -         659.686 (meters)    2164.32  (feet)  COMP
 RQ0563  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 RQ0563
 RQ0563  VERT ORDER  -  SECOND    CLASS 0
 RQ0563
 RQ0563.The horizontal coordinates were scaled from a topographic map and have
 RQ0563.an estimated accuracy of +/- 6 seconds.
 RQ0563
 RQ0563.The orthometric height was determined by differential leveling
 RQ0563.and adjusted by the National Geodetic Survey in June 1991..
 RQ0563
 RQ0563.The geoid height was determined by GEOID03.
 RQ0563
 RQ0563.The dynamic height is computed by dividing the NAVD 88
 RQ0563.geopotential number by the normal gravity value computed on the
 RQ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0563.degrees latitude (g = 980.6199 gals.).
 RQ0563
 RQ0563.The modeled gravity was interpolated from observed gravity values.
 RQ0563
 RQ0563;                    North         East    Units  Estimated Accuracy
 RQ0563;SPC ND S     -    66,210.      662,320.      MT  (+/- 180 meters Scaled)
 RQ0563
 RQ0563                          SUPERSEDED SURVEY CONTROL
 RQ0563
 RQ0563.No superseded survey control is available for this station.
 RQ0563
 RQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS466231(NAD 83)
 RQ0563_MARKER: Z = SEE DESCRIPTION
 RQ0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0563_SP_SET: A PUNCHED HOLE IN METAL CULVER
 RQ0563_MARK LOGO: USGS  
 RQ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0563
 RQ0563  HISTORY     - Date     Condition        Report By
 RQ0563  HISTORY     - 1976     MONUMENTED       USGS
 RQ0563
 RQ0563                          STATION DESCRIPTION
 RQ0563
 RQ0563'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0563'10.9 KM (6.80 MI) WEST FROM WISHEK.
 RQ0563'REFERENCE MARK NO. 3, A PUNCHED HOLE ON THE WEST END OF A 24-INCH
 RQ0563'CORRUGATED METAL CULVERT, 46 FEET SOUTH AND 35 FEET WEST OF
 RQ0563'CROSSROADS, 54 FEET NORTH AND 30 FEET EAST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0491 ***********************************************************************
 RP0491  DESIGNATION -  30
 RP0491  PID         -  RP0491
 RP0491  STATE/COUNTY-  ND/RICHLAND
 RP0491  USGS QUAD   -  LIDGERWOOD (1964)
 RP0491
 RP0491                         *CURRENT SURVEY CONTROL
 RP0491  ___________________________________________________________________
 RP0491* NAD 83(1986)-  46 04 18.     (N)    097 10 37.     (W)     SCALED    
 RP0491* NAVD 88     -       340.350  (meters)    1116.63   (feet)  ADJUSTED  
 RP0491  ___________________________________________________________________
 RP0491  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 RP0491  DYNAMIC HT  -         340.346 (meters)    1116.62  (feet)  COMP
 RP0491  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 RP0491
 RP0491  VERT ORDER  -  SECOND    CLASS 0
 RP0491
 RP0491.The horizontal coordinates were scaled from a topographic map and have
 RP0491.an estimated accuracy of +/- 6 seconds.
 RP0491
 RP0491.The orthometric height was determined by differential leveling
 RP0491.and adjusted by the National Geodetic Survey in June 1991..
 RP0491
 RP0491.The geoid height was determined by GEOID03.
 RP0491
 RP0491.The dynamic height is computed by dividing the NAVD 88
 RP0491.geopotential number by the normal gravity value computed on the
 RP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0491.degrees latitude (g = 980.6199 gals.).
 RP0491
 RP0491.The modeled gravity was interpolated from observed gravity values.
 RP0491
 RP0491;                    North         East    Units  Estimated Accuracy
 RP0491;SPC ND S     -    50,460.      857,010.      MT  (+/- 180 meters Scaled)
 RP0491
 RP0491                          SUPERSEDED SURVEY CONTROL
 RP0491
 RP0491  NGVD 29 (??/??/92)  340.090  (m)         1115.78   (f) ADJ UNCH    2 0
 RP0491
 RP0491.Superseded values are not recommended for survey control.
 RP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0491.See file dsdata.txt to determine how the superseded data were derived.
 RP0491
 RP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS409036(NAD 83)
 RP0491_MARKER: P = PIPE CAP
 RP0491_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0491_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0491_STAMPING: STA. 30
 RP0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0491
 RP0491  HISTORY     - Date     Condition        Report By
 RP0491  HISTORY     - UNK      MONUMENTED       USGS
 RP0491  HISTORY     - 1934     GOOD             NGS
 RP0491
 RP0491                          STATION DESCRIPTION
 RP0491
 RP0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RP0491'1.3 MI W FROM LIDGERWOOD.
 RP0491'1.3 MILES WEST OF DEPOT AT.  ALONG THE GREAT NORTHERN RAILROAD, 9
 RP0491'POLES EAST OF MILEPOLE NO. 39 AT PUBLIC ROAD CROSSING.  12 FEET EAST
 RP0491'OF THE CENTERLINE OF THE CROSSING, 12 FEET NORTH OF THE CENTERLINE OF
 RP0491'THE TRACK AND 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1528 ***********************************************************************
 TG1528  DESIGNATION -  30 KED
 TG1528  PID         -  TG1528
 TG1528  STATE/COUNTY-  ND/WILLIAMS
 TG1528  USGS QUAD   -  TRENTON NW (1974)
 TG1528
 TG1528                         *CURRENT SURVEY CONTROL
 TG1528  ___________________________________________________________________
 TG1528* NAD 83(1986)-  48 08 24.     (N)    103 55 40.     (W)     SCALED    
 TG1528* NAVD 88     -       670.388  (meters)    2199.43   (feet)  ADJUSTED  
 TG1528  ___________________________________________________________________
 TG1528  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1528  DYNAMIC HT  -         670.457 (meters)    2199.66  (feet)  COMP
 TG1528  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 TG1528
 TG1528  VERT ORDER  -  FIRST     CLASS II
 TG1528
 TG1528.The horizontal coordinates were scaled from a topographic map and have
 TG1528.an estimated accuracy of +/- 6 seconds.
 TG1528
 TG1528.The orthometric height was determined by differential leveling
 TG1528.and adjusted by the National Geodetic Survey in June 1991..
 TG1528
 TG1528.The geoid height was determined by GEOID03.
 TG1528
 TG1528.The dynamic height is computed by dividing the NAVD 88
 TG1528.geopotential number by the normal gravity value computed on the
 TG1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1528.degrees latitude (g = 980.6199 gals.).
 TG1528
 TG1528.The modeled gravity was interpolated from observed gravity values.
 TG1528
 TG1528;                    North         East    Units  Estimated Accuracy
 TG1528;SPC ND N     -   132,420.      344,990.      MT  (+/- 180 meters Scaled)
 TG1528
 TG1528                          SUPERSEDED SURVEY CONTROL
 TG1528
 TG1528.No superseded survey control is available for this station.
 TG1528
 TG1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP797324(NAD 83)
 TG1528_MARKER: DB = BENCH MARK DISK
 TG1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1528_SP_SET: CONCRETE POST
 TG1528_STAMPING: 30 KED 1967
 TG1528_MARK LOGO: USGS  
 TG1528_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1528+STABILITY: SURFACE MOTION
 TG1528
 TG1528  HISTORY     - Date     Condition        Report By
 TG1528  HISTORY     - 1967     MONUMENTED       USGS
 TG1528  HISTORY     - 1981     GOOD             NGS
 TG1528
 TG1528                          STATION DESCRIPTION
 TG1528
 TG1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1528'15.0 KM (9.35 MI) WEST FROM WILLISTON.
 TG1528'15.0 KM (9.35 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TG1528'WITH U.S. HIGHWAY 85 IN WILLISTON, 34.1 METERS (112.0 FT) EAST OF THE
 TG1528'CENTER OF A GRAVELED ROAD, 30.5 METERS (100.0 FT) NORTH OF THE
 TG1528'CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 TG1528'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TG1528'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0506 ***********************************************************************
 TD0506  DESIGNATION -  31 RGW
 TD0506  PID         -  TD0506
 TD0506  STATE/COUNTY-  ND/GRAND FORKS
 TD0506  USGS QUAD   -  ORR (1963)
 TD0506
 TD0506                         *CURRENT SURVEY CONTROL
 TD0506  ___________________________________________________________________
 TD0506* NAD 83(1986)-  48 07 25.     (N)    097 39 56.     (W)     SCALED    
 TD0506* NAVD 88     -       327.325  (meters)    1073.90   (feet)  ADJUSTED  
 TD0506  ___________________________________________________________________
 TD0506  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 TD0506  DYNAMIC HT  -         327.387 (meters)    1074.10  (feet)  COMP
 TD0506  MODELED GRAV-     980,793.7   (mgal)                       NAVD 88
 TD0506
 TD0506  VERT ORDER  -  SECOND    CLASS 0
 TD0506
 TD0506.The horizontal coordinates were scaled from a topographic map and have
 TD0506.an estimated accuracy of +/- 6 seconds.
 TD0506
 TD0506.The orthometric height was determined by differential leveling
 TD0506.and adjusted by the National Geodetic Survey in June 1991..
 TD0506
 TD0506.The geoid height was determined by GEOID03.
 TD0506
 TD0506.The dynamic height is computed by dividing the NAVD 88
 TD0506.geopotential number by the normal gravity value computed on the
 TD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0506.degrees latitude (g = 980.6199 gals.).
 TD0506
 TD0506.The modeled gravity was interpolated from observed gravity values.
 TD0506
 TD0506;                    North         East    Units  Estimated Accuracy
 TD0506;SPC ND N     -   128,810.      810,950.      MT  (+/- 180 meters Scaled)
 TD0506
 TD0506                          SUPERSEDED SURVEY CONTROL
 TD0506
 TD0506  NGVD 29 (??/??/92)  326.979  (m)         1072.76   (f) ADJ UNCH    2 0
 TD0506
 TD0506.Superseded values are not recommended for survey control.
 TD0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0506.See file dsdata.txt to determine how the superseded data were derived.
 TD0506
 TD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU993309(NAD 83)
 TD0506_MARKER: DD = SURVEY DISK
 TD0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0506_STAMPING: 31 RGW 1962
 TD0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0506+STABILITY: SURFACE MOTION
 TD0506
 TD0506  HISTORY     - Date     Condition        Report By
 TD0506  HISTORY     - 1962     MONUMENTED       USGS
 TD0506  HISTORY     - 1964     GOOD             NGS
 TD0506
 TD0506                          STATION DESCRIPTION
 TD0506
 TD0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0506'3.1 MI SW FROM INKSTER.
 TD0506'ABOUT 2.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE ELEMENTARY
 TD0506'SCHOOL AT INKSTER, THENCE 1.0 MILE WEST ALONG A TRACK ROAD, IN S 26, R
 TD0506'55 W, T 154 N, 80 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A
 TD0506'ROAD LEADING WEST, 75 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 TD0506'ROAD, 19 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 1.0
 TD0506'FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 TD0506'TRACK ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE POST
 TD0506'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0488 ***********************************************************************
 TD0488  DESIGNATION -  35 RGW
 TD0488  PID         -  TD0488
 TD0488  STATE/COUNTY-  ND/WALSH
 TD0488  USGS QUAD   -  INKSTER NE (1963)
 TD0488
 TD0488                         *CURRENT SURVEY CONTROL
 TD0488  ___________________________________________________________________
 TD0488* NAD 83(1986)-  48 12 35.     (N)    097 37 19.     (W)     SCALED    
 TD0488* NAVD 88     -       287.907  (meters)     944.57   (feet)  ADJUSTED  
 TD0488  ___________________________________________________________________
 TD0488  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 TD0488  DYNAMIC HT  -         287.967 (meters)     944.77  (feet)  COMP
 TD0488  MODELED GRAV-     980,812.3   (mgal)                       NAVD 88
 TD0488
 TD0488  VERT ORDER  -  SECOND    CLASS 0
 TD0488
 TD0488.The horizontal coordinates were scaled from a topographic map and have
 TD0488.an estimated accuracy of +/- 6 seconds.
 TD0488
 TD0488.The orthometric height was determined by differential leveling
 TD0488.and adjusted by the National Geodetic Survey in June 1991..
 TD0488
 TD0488.The geoid height was determined by GEOID03.
 TD0488
 TD0488.The dynamic height is computed by dividing the NAVD 88
 TD0488.geopotential number by the normal gravity value computed on the
 TD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0488.degrees latitude (g = 980.6199 gals.).
 TD0488
 TD0488.The modeled gravity was interpolated from observed gravity values.
 TD0488
 TD0488;                    North         East    Units  Estimated Accuracy
 TD0488;SPC ND N     -   138,500.      813,840.      MT  (+/- 180 meters Scaled)
 TD0488
 TD0488                          SUPERSEDED SURVEY CONTROL
 TD0488
 TD0488  NGVD 29 (??/??/92)  287.566  (m)          943.46   (f) ADJ UNCH    2 0
 TD0488
 TD0488.Superseded values are not recommended for survey control.
 TD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0488.See file dsdata.txt to determine how the superseded data were derived.
 TD0488
 TD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU023405(NAD 83)
 TD0488_MARKER: DD = SURVEY DISK
 TD0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0488_STAMPING: 35 RGW 1962
 TD0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0488+STABILITY: SURFACE MOTION
 TD0488
 TD0488  HISTORY     - Date     Condition        Report By
 TD0488  HISTORY     - 1962     MONUMENTED       USGS
 TD0488  HISTORY     - 1964     GOOD             NGS
 TD0488
 TD0488                          STATION DESCRIPTION
 TD0488
 TD0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0488'10.8 MI SE FROM PISEK.
 TD0488'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0488'THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 18, IN SECTION 29, T 155 N,
 TD0488'R 54 W, 136 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 TD0488'INTERSECTION, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 88 FEET
 TD0488'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 60 FEET WEST OF THE
 TD0488'SOUTHWEST CORNER OF A METAL FENCE AROUND A POWER COMPANYS SUB-STATION,
 TD0488'15 FEET SOUTHWEST OF AN EXCEPTIONALLY LARGE POWER POLE, 0.8 FOOT NORTH
 TD0488'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TD0488'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0727 ***********************************************************************
 TD0727  DESIGNATION -  3507 A 1
 TD0727  PID         -  TD0727
 TD0727  STATE/COUNTY-  ND/PEMBINA
 TD0727  USGS QUAD   -  PEMBINA (1979)
 TD0727
 TD0727                         *CURRENT SURVEY CONTROL
 TD0727  ___________________________________________________________________
 TD0727* NAD 83(1986)-  48 57 54.     (N)    097 14 29.     (W)     SCALED    
 TD0727* NAVD 88     -       240.178  (meters)     787.98   (feet)  ADJUSTED  
 TD0727  ___________________________________________________________________
 TD0727  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 TD0727  DYNAMIC HT  -         240.251 (meters)     788.22  (feet)  COMP
 TD0727  MODELED GRAV-     980,906.0   (mgal)                       NAVD 88
 TD0727
 TD0727  VERT ORDER  -  SECOND    CLASS I
 TD0727
 TD0727.The horizontal coordinates were scaled from a topographic map and have
 TD0727.an estimated accuracy of +/- 6 seconds.
 TD0727
 TD0727.The orthometric height was determined by differential leveling
 TD0727.and adjusted by the National Geodetic Survey in June 1991..
 TD0727
 TD0727.The geoid height was determined by GEOID03.
 TD0727
 TD0727.The dynamic height is computed by dividing the NAVD 88
 TD0727.geopotential number by the normal gravity value computed on the
 TD0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0727.degrees latitude (g = 980.6199 gals.).
 TD0727
 TD0727.The modeled gravity was interpolated from observed gravity values.
 TD0727
 TD0727;                    North         East    Units  Estimated Accuracy
 TD0727;SPC ND N     -   223,530.      838,550.      MT  (+/- 180 meters Scaled)
 TD0727
 TD0727                          SUPERSEDED SURVEY CONTROL
 TD0727
 TD0727.No superseded survey control is available for this station.
 TD0727
 TD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV287250(NAD 83)
 TD0727_MARKER: DD = SURVEY DISK
 TD0727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0727_SP_SET: COPPER-CLAD STEEL ROD
 TD0727_STAMPING: 3507 A1 1978
 TD0727_PROJECTION: FLUSH
 TD0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0727_ROD/PIPE-DEPTH: 34.1 meters
 TD0727
 TD0727  HISTORY     - Date     Condition        Report By
 TD0727  HISTORY     - 1978     MONUMENTED       MNDT
 TD0727
 TD0727                          STATION DESCRIPTION
 TD0727
 TD0727'DESCRIBED BY MN DEPT OF TRANSP 1978
 TD0727'IN PEMBINA.
 TD0727'THE MARK IS LOCATED 0.15 MILES WEST ALONG TRUNK HIGHWAY 59 FROM THE
 TD0727'TRUNK HIGHWAY 59 171 BRIDGE OVER THE RED RIVER, IN PEMBINA STATE PARK,
 TD0727'350 FT. SOUTH SOUTHWEST ALONG BEAUPRE ST. FROM THE JUNCTION OF BEAUPRE
 TD0727'ST. AND TRUNK HIGHWAY 59 STUTSMAN ST. IT IS 7.3 FT. EAST SOUTHEAST OF
 TD0727'THE WEST FACE OF THE EAST CURB OF BEAUPRE STREET, 53.9 FT. WEST OF A
 TD0727'15 INCH OAK TREE, 93.7 FT. SOUTHEAST OF THE NORTHEAST CORNER OF A
 TD0727'GREEN ONE STORY FRAME HOUSE, AND 1.6 FT. NORTHWEST OF A POWER POLE
 TD0727'WITH AN ARC LIGHT. IT IS 0.7 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0857 ***********************************************************************
 SL0857  DESIGNATION -  352
 SL0857  PID         -  SL0857
 SL0857  STATE/COUNTY-  ND/GRAND FORKS
 SL0857  USGS QUAD   -  NORTHWOOD (1970)
 SL0857
 SL0857                         *CURRENT SURVEY CONTROL
 SL0857  ___________________________________________________________________
 SL0857* NAD 83(1986)-  47 44 03.     (N)    097 34 00.     (W)     SCALED    
 SL0857* NAVD 88     -       341.769  (meters)    1121.29   (feet)  ADJUSTED  
 SL0857  ___________________________________________________________________
 SL0857  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 SL0857  DYNAMIC HT  -         341.819 (meters)    1121.45  (feet)  COMP
 SL0857  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 SL0857
 SL0857  VERT ORDER  -  SECOND    CLASS 0
 SL0857
 SL0857.The horizontal coordinates were scaled from a topographic map and have
 SL0857.an estimated accuracy of +/- 6 seconds.
 SL0857
 SL0857.The orthometric height was determined by differential leveling
 SL0857.and adjusted by the National Geodetic Survey in June 1991..
 SL0857
 SL0857.The geoid height was determined by GEOID03.
 SL0857
 SL0857.The dynamic height is computed by dividing the NAVD 88
 SL0857.geopotential number by the normal gravity value computed on the
 SL0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0857.degrees latitude (g = 980.6199 gals.).
 SL0857
 SL0857.The modeled gravity was interpolated from observed gravity values.
 SL0857
 SL0857;                    North         East    Units  Estimated Accuracy
 SL0857;SPC ND N     -    85,820.      819,960.      MT  (+/- 180 meters Scaled)
 SL0857
 SL0857                          SUPERSEDED SURVEY CONTROL
 SL0857
 SL0857  NGVD 29 (??/??/92)  341.402  (m)         1120.08   (f) ADJ UNCH    2 0
 SL0857
 SL0857.Superseded values are not recommended for survey control.
 SL0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0857.See file dsdata.txt to determine how the superseded data were derived.
 SL0857
 SL0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT074877(NAD 83)
 SL0857_MARKER: DB = BENCH MARK DISK
 SL0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0857_SP_SET: BUILDING
 SL0857_STAMPING: 352 LC 1120.4
 SL0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0857
 SL0857  HISTORY     - Date     Condition        Report By
 SL0857  HISTORY     - UNK      MONUMENTED       NDGS
 SL0857  HISTORY     - 1963     GOOD             NGS
 SL0857
 SL0857                          STATION DESCRIPTION
 SL0857
 SL0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0857'IN NORTHWOOD.
 SL0857'AT NORTHWOOD, IN SECTION 9, T 149 N, R 54 W, ABOUT 300 FEET SOUTHWEST
 SL0857'OF THE GREAT NORTHERN RAILWAY STATION AND SET VERTICALLY IN THE SOUTH
 SL0857'FACE OF THE NORTHWOOD STATE BANK BUILDING, 2.1 FEET WEST OF THE
 SL0857'SOUTHEAST CORNER OF THE BUILDING, 3.8 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1531 ***********************************************************************
 TE1531  DESIGNATION -  359 C
 TE1531  PID         -  TE1531
 TE1531  STATE/COUNTY-  ND/ROLETTE
 TE1531  USGS QUAD   -  SAINT JOHN (1969)
 TE1531
 TE1531                         *CURRENT SURVEY CONTROL
 TE1531  ___________________________________________________________________
 TE1531* NAD 83(1986)-  48 59 57.     (N)    099 44 57.     (W)     SCALED    
 TE1531* NAVD 88     -       575.364  (meters)    1887.67   (feet)  ADJUSTED  
 TE1531  ___________________________________________________________________
 TE1531  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TE1531  DYNAMIC HT  -         575.512 (meters)    1888.16  (feet)  COMP
 TE1531  MODELED GRAV-     980,848.3   (mgal)                       NAVD 88
 TE1531
 TE1531  VERT ORDER  -  SECOND    CLASS 0
 TE1531
 TE1531.The horizontal coordinates were scaled from a topographic map and have
 TE1531.an estimated accuracy of +/- 6 seconds.
 TE1531
 TE1531.The orthometric height was determined by differential leveling
 TE1531.and adjusted by the National Geodetic Survey in June 1991..
 TE1531
 TE1531.The geoid height was determined by GEOID03.
 TE1531
 TE1531.The dynamic height is computed by dividing the NAVD 88
 TE1531.geopotential number by the normal gravity value computed on the
 TE1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1531.degrees latitude (g = 980.6199 gals.).
 TE1531
 TE1531.The modeled gravity was interpolated from observed gravity values.
 TE1531
 TE1531;                    North         East    Units  Estimated Accuracy
 TE1531;SPC ND N     -   222,550.      654,940.      MT  (+/- 180 meters Scaled)
 TE1531
 TE1531                          SUPERSEDED SURVEY CONTROL
 TE1531
 TE1531  NGVD 29 (??/??/92)  574.939  (m)         1886.28   (f) ADJ UNCH    2 0
 TE1531
 TE1531.Superseded values are not recommended for survey control.
 TE1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1531.See file dsdata.txt to determine how the superseded data were derived.
 TE1531
 TE1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV452276(NAD 83)
 TE1531_MARKER: DB = BENCH MARK DISK
 TE1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1531_STAMPING: 359 C 1935
 TE1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1531+STABILITY: SURFACE MOTION
 TE1531
 TE1531  HISTORY     - Date     Condition        Report By
 TE1531  HISTORY     - 1935     MONUMENTED       GSC
 TE1531  HISTORY     - 1935     GOOD             NGS
 TE1531
 TE1531                          STATION DESCRIPTION
 TE1531
 TE1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1531'IN BANNERMAN.
 TE1531'3-3/4 MILES SOUTHEAST OF RAILROAD STATION AT BANNERMAN, TURTLE
 TE1531'MOUNTAIN COUNTY, MANITOBA, CANADA, ON THE GREAT NORTHERN RAILWAY, 10
 TE1531'FEET NORTH OF THE UNITED STATES-CANADIAN BOUNDARY LINE, 10 FEET
 TE1531'NORTHEAST OF THE SOUTHWESTERLY LIMIT OF THE RIGHT-OF-WAY AND SET IN
 TE1531'THE TOP OF A CONCRETE POST.  A GEODETIC SERVICE OF CANADA STANDARD
 TE1531'DISK, STAMPED 359 C 1935.  NOTE-- MAY ALSO BE REACHED BY GOING 4.3
 TE1531'MILES WEST ALONG THE INTERNATIONAL BOUNDARY LINE FROM THE CUSTOMS
 TE1531'BUILDING AT THE ST. JOHN INSPECTION STATION, ROLETTE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0491 ***********************************************************************
 TD0491  DESIGNATION -  36 RGW
 TD0491  PID         -  TD0491
 TD0491  STATE/COUNTY-  ND/GRAND FORKS
 TD0491  USGS QUAD   -  INKSTER NE (1963)
 TD0491
 TD0491                         *CURRENT SURVEY CONTROL
 TD0491  ___________________________________________________________________
 TD0491* NAD 83(1986)-  48 10 23.     (N)    097 37 19.     (W)     SCALED    
 TD0491* NAVD 88     -       295.079  (meters)     968.11   (feet)  ADJUSTED  
 TD0491  ___________________________________________________________________
 TD0491  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 TD0491  DYNAMIC HT  -         295.139 (meters)     968.30  (feet)  COMP
 TD0491  MODELED GRAV-     980,805.1   (mgal)                       NAVD 88
 TD0491
 TD0491  VERT ORDER  -  SECOND    CLASS 0
 TD0491
 TD0491.The horizontal coordinates were scaled from a topographic map and have
 TD0491.an estimated accuracy of +/- 6 seconds.
 TD0491
 TD0491.The orthometric height was determined by differential leveling
 TD0491.and adjusted by the National Geodetic Survey in June 1991..
 TD0491
 TD0491.The geoid height was determined by GEOID03.
 TD0491
 TD0491.The dynamic height is computed by dividing the NAVD 88
 TD0491.geopotential number by the normal gravity value computed on the
 TD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0491.degrees latitude (g = 980.6199 gals.).
 TD0491
 TD0491.The modeled gravity was interpolated from observed gravity values.
 TD0491
 TD0491;                    North         East    Units  Estimated Accuracy
 TD0491;SPC ND N     -   134,420.      813,990.      MT  (+/- 180 meters Scaled)
 TD0491
 TD0491                          SUPERSEDED SURVEY CONTROL
 TD0491
 TD0491  NGVD 29 (??/??/92)  294.737  (m)          966.98   (f) ADJ UNCH    2 0
 TD0491
 TD0491.Superseded values are not recommended for survey control.
 TD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0491.See file dsdata.txt to determine how the superseded data were derived.
 TD0491
 TD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU024364(NAD 83)
 TD0491_MARKER: DD = SURVEY DISK
 TD0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0491_STAMPING: 36 RGW 1962
 TD0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0491+STABILITY: SURFACE MOTION
 TD0491
 TD0491  HISTORY     - Date     Condition        Report By
 TD0491  HISTORY     - 1962     MONUMENTED       USGS
 TD0491  HISTORY     - 1964     GOOD             NGS
 TD0491
 TD0491                          STATION DESCRIPTION
 TD0491
 TD0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0491'13.4 MI SE FROM PISEK.
 TD0491'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0491'THENCE 9.6 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 7, T 154 N, R 54
 TD0491'W, ABOUT 0.6 MILE SOUTH OF A 150-FOOT CONCRETE BRIDGE OVER THE FOREST
 TD0491'RIVER, AT THE WEST END OF AN OLD FENCE BETWEEN TWO CULTIVATED FIELDS,
 TD0491'100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHWEST OF
 TD0491'POWER POLE NUMBER 184, 3 1/2 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 TD0491'MARKER, 0.8 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF
 TD0491'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK IS 0.5 MILE
 TD0491'NORTH OF BENCH MARK X 269 1963 WHICH IS DESCRIBED FROM INKSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0522 ***********************************************************************
 TD0522  DESIGNATION -  39 SAN
 TD0522  PID         -  TD0522
 TD0522  STATE/COUNTY-  ND/WALSH
 TD0522  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0522
 TD0522                         *CURRENT SURVEY CONTROL
 TD0522  ___________________________________________________________________
 TD0522* NAD 83(1986)-  48 19 31.     (N)    097 45 07.     (W)     SCALED    
 TD0522* NAVD 88     -       321.277  (meters)    1054.06   (feet)  ADJUSTED  
 TD0522  ___________________________________________________________________
 TD0522  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD0522  DYNAMIC HT  -         321.351 (meters)    1054.30  (feet)  COMP
 TD0522  MODELED GRAV-     980,831.8   (mgal)                       NAVD 88
 TD0522
 TD0522  VERT ORDER  -  SECOND    CLASS 0
 TD0522
 TD0522.The horizontal coordinates were scaled from a topographic map and have
 TD0522.an estimated accuracy of +/- 6 seconds.
 TD0522
 TD0522.The orthometric height was determined by differential leveling
 TD0522.and adjusted by the National Geodetic Survey in June 1991..
 TD0522
 TD0522.The geoid height was determined by GEOID03.
 TD0522
 TD0522.The dynamic height is computed by dividing the NAVD 88
 TD0522.geopotential number by the normal gravity value computed on the
 TD0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0522.degrees latitude (g = 980.6199 gals.).
 TD0522
 TD0522.The modeled gravity was interpolated from observed gravity values.
 TD0522
 TD0522;                    North         East    Units  Estimated Accuracy
 TD0522;SPC ND N     -   150,980.      803,730.      MT  (+/- 180 meters Scaled)
 TD0522
 TD0522                          SUPERSEDED SURVEY CONTROL
 TD0522
 TD0522  NGVD 29 (??/??/92)  320.933  (m)         1052.93   (f) ADJ UNCH    2 0
 TD0522
 TD0522.Superseded values are not recommended for survey control.
 TD0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0522.See file dsdata.txt to determine how the superseded data were derived.
 TD0522
 TD0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU925532(NAD 83)
 TD0522_MARKER: DD = SURVEY DISK
 TD0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0522_STAMPING: 1053 39 SAN 1961
 TD0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0522+STABILITY: SURFACE MOTION
 TD0522
 TD0522  HISTORY     - Date     Condition        Report By
 TD0522  HISTORY     - 1961     MONUMENTED       USGS
 TD0522  HISTORY     - 1964     GOOD             NGS
 TD0522
 TD0522                          STATION DESCRIPTION
 TD0522
 TD0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0522'5.0 MI S FROM PARK RIVER.
 TD0522'ABOUT 1.9 MILES SOUTH ALONG COUNTY ROAD B 12 FROM THE JUNCTION OF
 TD0522'COUNTY ROAD B 12 AND STATE HIGHWAY 17 AT PARK RIVER, THENCE 3.1 MILES
 TD0522'SOUTH ALONG A GRAVELED ROAD, OR ABOUT 2.2 MILES WEST ALONG COUNTY ROAD
 TD0522'15 FROM THE PUBLIC SCHOOL BUILDING AT PISEK, THENCE 1.0 MILE NORTH
 TD0522'ALONG A GRAVELED ROAD, IN SECTION 17, T 156 N, R 55 W, 48 FEET
 TD0522'NORTHEAST OF THE CENTER OF AN INTERSECTION OF THE GRAVELED ROAD AND A
 TD0522'GRADED DIRT ROAD, 37 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 TD0522'ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE GRADED DIRT ROAD, 2 FEET
 TD0522'SOUTH OF A CORNER FENCE POST, 0.9 FOOT WEST OF A METAL WITNESS POST,
 TD0522'ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP
 TD0522'OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF4863 ***********************************************************************
 DF4863  CBN         -  This is a Cooperative Base Network Control Station.
 DF4863  DESIGNATION -  3N
 DF4863  PID         -  DF4863
 DF4863  STATE/COUNTY-  ND/SLOPE
 DF4863  USGS QUAD   -  PRETTY BUTTE (1980)
 DF4863
 DF4863                         *CURRENT SURVEY CONTROL
 DF4863  ___________________________________________________________________
 DF4863* NAD 83(1996)-  46 22 54.54750(N)    103 56 30.01644(W)     ADJUSTED  
 DF4863* NAVD 88     -       816.7    (meters)    2679.     (feet)  GPS OBS   
 DF4863  ___________________________________________________________________
 DF4863  X           -  -1,062,096.060 (meters)                     COMP
 DF4863  Y           -  -4,278,384.916 (meters)                     COMP
 DF4863  Z           -   4,595,207.608 (meters)                     COMP
 DF4863  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DF4863  ELLIP HEIGHT-         801.10  (meters)          (04/07/03) GPS OBS
 DF4863  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 DF4863
 DF4863  HORZ ORDER  -  A
 DF4863  ELLP ORDER  -  THIRD     CLASS II
 DF4863
 DF4863.The horizontal coordinates were established by GPS observations
 DF4863.and adjusted by the National Geodetic Survey in April 2003..
 DF4863
 DF4863.The orthometric height was determined by GPS observations and a
 DF4863.high-resolution geoid model.
 DF4863
 DF4863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4863
 DF4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4863
 DF4863.The ellipsoidal height was determined by GPS observations
 DF4863.and is referenced to NAD 83.
 DF4863
 DF4863.The geoid height was determined by GEOID03.
 DF4863
 DF4863;                    North         East     Units Scale Factor Converg.
 DF4863;SPC ND S     -    85,292.640   335,330.003   MT  0.99996690   -2 30 37.1
 DF4863;SPC ND S     -   279,831.50  1,100,164.05   iFT  0.99996690   -2 30 37.1
 DF4863;UTM  13      - 5,137,015.770   581,383.123   MT  0.99968141   +0 45 58.4
 DF4863
 DF4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4863!SPC ND S     -   0.99987443  x   0.99996690  =   0.99984134
 DF4863!UTM  13      -   0.99987443  x   0.99968141  =   0.99955588
 DF4863
 DF4863                          SUPERSEDED SURVEY CONTROL
 DF4863
 DF4863.No superseded survey control is available for this station.
 DF4863
 DF4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM8138337016(NAD 83)
 DF4863_MARKER: DD = SURVEY DISK
 DF4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4863_STAMPING: 2678FT. 3N 1947
 DF4863_PROJECTION: PROJECTING 30 CENTIMETERS
 DF4863_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4863+STABILITY: SURFACE MOTION
 DF4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4863+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 DF4863
 DF4863  HISTORY     - Date     Condition        Report By
 DF4863  HISTORY     - UNK      MONUMENTED
 DF4863  HISTORY     - 20020624 GOOD             USDA
 DF4863
 DF4863                          STATION DESCRIPTION
 DF4863
 DF4863'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 2002 (CSM)
 DF4863'THE STATION IS LOCATED 27 MILES SOUTH OF GOLVA, 6.3 MILES
 DF4863'NORTH-NORTHWEST OF MARMARTH
 DF4863'AND ON USDA FOREST SERVICE LAND.
 DF4863' 
 DF4863'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 85 AND
 DF4863'12, GO WEST ON
 DF4863'HIGHWAY 12 FOR 28.0 MILES TO THE INTERSECTION OF ROAD 783 (FH5) IN
 DF4863'MARMARTH.  TURN RIGHT
 DF4863'AND GO NORTH ON ROAD 783 FOR 6.8 MILES TO THE STATION ON THE LEFT.
 DF4863' 
 DF4863'THE STATION IS 72 FEET WEST OF THE WEST SIDE OF THE ROAD.
 DF4863'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0860 ***********************************************************************
 RR0860  DESIGNATION -  4 DAW
 RR0860  PID         -  RR0860
 RR0860  STATE/COUNTY-  ND/MORTON
 RR0860  USGS QUAD   -  SCHMIDT (1976)
 RR0860
 RR0860                         *CURRENT SURVEY CONTROL
 RR0860  ___________________________________________________________________
 RR0860* NAD 83(1996)-  46 37 46.81066(N)    100 49 47.61320(W)     ADJUSTED  
 RR0860* NAVD 88     -       629.36   (+/-2cm)    2064.8    (feet)  VERTCON   
 RR0860  ___________________________________________________________________
 RR0860  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 RR0860  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RR0860
 RR0860  HORZ ORDER  -  THIRD
 RR0860  VERT ORDER  -  THIRD ? (See Below)
 RR0860
 RR0860.The horizontal coordinates were established by classical geodetic methods
 RR0860.and adjusted by the National Geodetic Survey in January 1998..
 RR0860
 RR0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0860.The vertical order pertains to the NGVD 29 superseded value.
 RR0860
 RR0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0860
 RR0860.The geoid height was determined by GEOID03.
 RR0860
 RR0860;                    North         East     Units Scale Factor Converg.
 RR0860;SPC ND S     -   107,096.879   574,738.392   MT  0.99994222   -0 14 26.2
 RR0860;SPC ND S     -   351,367.71  1,885,624.65   iFT  0.99994222   -0 14 26.2
 RR0860;UTM  14      - 5,165,638.276   359,924.370   MT  0.99984118   -1 19 49.5
 RR0860
 RR0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0860!SPC ND S     -   0.99990470  x   0.99994222  =   0.99984692
 RR0860!UTM  14      -   0.99990470  x   0.99984118  =   0.99974589
 RR0860
 RR0860:                Primary Azimuth Mark                     Grid Az
 RR0860:SPC ND S     -  BISMARCK CHURCH TOWER                    007 32 34.5
 RR0860:UTM  14      -  BISMARCK CHURCH TOWER                    008 37 57.8
 RR0860
 RR0860|---------------------------------------------------------------------|
 RR0860| PID    Reference Object                     Distance      Geod. Az  |
 RR0860|                                                           dddmmss.s |
 RR0860| CO5397 BISMARCK CHURCH TOWER                              0071808.3 |
 RR0860| CO4297 BARN CUPOLA GABLE                                  2194255.8 |
 RR0860|---------------------------------------------------------------------|
 RR0860
 RR0860                          SUPERSEDED SURVEY CONTROL
 RR0860
 RR0860  NAD 83(1986)-  46 37 46.80358(N)    100 49 47.59852(W) AD(       ) 3
 RR0860  NAD 27      -  46 37 46.82271(N)    100 49 46.13211(W) AD(       ) 3
 RR0860  NGVD 29 (07/19/86)  628.92   (m)         2063.4    (f) LEVELING    3  
 RR0860
 RR0860.Superseded values are not recommended for survey control.
 RR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0860.See file dsdata.txt to determine how the superseded data were derived.
 RR0860
 RR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5992465638(NAD 83)
 RR0860_MARKER: DH = HORIZONTAL CONTROL DISK
 RR0860_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RR0860_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RR0860
 RR0860  HISTORY     - Date     Condition        Report By
 RR0860  HISTORY     - 1960     MONUMENTED       USGS
 RR0860
 RR0860                          STATION DESCRIPTION
 RR0860
 RR0860'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RR0860'MANDAN, 13.0 MI S. OF.  4.0 MI ENE. OF ST. ANTHONY, ABOUT 1.8 MI N. OF
 RR0860'LITTLE HEART SCHOOL, N. CENTER SEC. 2, T. 136 N., R. 80 W., 201 FT N.
 RR0860'OF DIRT RD. E., AT FENCE GATE, ABOUT 225 FT NNE. OF JCT. OF DIRT RD.,
 RR0860'WITH GRAVEL RD. N. - S. ON TOP OF SMALL KNOLL, 1 FT W. OF FENCE IN
 RR0860'TILE PIPE, STANDARD TABLET STAMPED---4 DAW 1960---N. GABLE OF CUPOLA
 RR0860'ON RED BARN ABOUT 0.5 MI DISTANT--S 39 DEG 43 MIN W.
 RR0860'TOWER ON CHURCH IN BISMARCK--N 07 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2071 ***********************************************************************
 TF2071  DESIGNATION -  4 G
 TF2071  PID         -  TF2071
 TF2071  STATE/COUNTY-  ND/MCHENRY
 TF2071  USGS QUAD   -  NORWICH (1949)
 TF2071
 TF2071                         *CURRENT SURVEY CONTROL
 TF2071  ___________________________________________________________________
 TF2071* NAD 83(1996)-  48 14 23.55987(N)    100 57 03.44244(W)     ADJUSTED  
 TF2071* NAVD 88     -       472.10   (+/-2cm)    1548.9    (feet)  VERTCON   
 TF2071  ___________________________________________________________________
 TF2071  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 TF2071  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF2071
 TF2071  HORZ ORDER  -  THIRD
 TF2071  VERT ORDER  -  THIRD ? (See Below)
 TF2071
 TF2071.The horizontal coordinates were established by classical geodetic methods
 TF2071.and adjusted by the National Geodetic Survey in January 1998..
 TF2071
 TF2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2071.The vertical order pertains to the NGVD 29 superseded value.
 TF2071
 TF2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2071
 TF2071.The geoid height was determined by GEOID03.
 TF2071
 TF2071;                    North         East     Units Scale Factor Converg.
 TF2071;SPC ND N     -   137,949.636   566,505.753   MT  0.99993950   -0 20 08.1
 TF2071;SPC ND N     -   452,590.67  1,858,614.68   iFT  0.99993950   -0 20 08.1
 TF2071;UTM  14      - 5,344,802.153   355,146.503   MT  0.99985781   -1 27 20.0
 TF2071
 TF2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2071!SPC ND N     -   0.99992930  x   0.99993950  =   0.99986880
 TF2071!UTM  14      -   0.99992930  x   0.99985781  =   0.99978712
 TF2071
 TF2071:                Primary Azimuth Mark                     Grid Az
 TF2071:SPC ND N     -  VEL                                      090 33 41.3
 TF2071:UTM  14      -  VEL                                      091 40 53.2
 TF2071
 TF2071|---------------------------------------------------------------------|
 TF2071| PID    Reference Object                     Distance      Geod. Az  |
 TF2071|                                                           dddmmss.s |
 TF2071| TF2068 VEL                                 APPROX. 1.6 KM 0901333.2 |
 TF2071| TF2067 VEL 2                               APPROX. 1.6 KM 0903732.3 |
 TF2071| TF2072 4 G RESET                            28.745 METERS 13410     |
 TF2071|---------------------------------------------------------------------|
 TF2071
 TF2071                          SUPERSEDED SURVEY CONTROL
 TF2071
 TF2071  NAD 83(1986)-  48 14 23.56056(N)    100 57 03.44022(W) AD(       ) 3
 TF2071  NAD 27      -  48 14 23.51500(N)    100 57 01.91900(W) AD(       ) 3
 TF2071  NGVD 29 (07/19/86)  471.73   (m)         1547.7    (f) LEVELING    3  
 TF2071
 TF2071.Superseded values are not recommended for survey control.
 TF2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2071.See file dsdata.txt to determine how the superseded data were derived.
 TF2071
 TF2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5514744802(NAD 83)
 TF2071_MARKER: DB = BENCH MARK DISK
 TF2071_SETTING: 0 = UNSPECIFIED SETTING
 TF2071
 TF2071  HISTORY     - Date     Condition        Report By
 TF2071  HISTORY     - 1945     MONUMENTED       USGS
 TF2071  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TF2071
 TF2071                          STATION DESCRIPTION
 TF2071
 TF2071'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 TF2071'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND
 TF2071'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TF2071'
 TF2071'THE STATION IS LOCATED 2 MILES EAST OF THE TOWN OF NORWICH,
 TF2071'1 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY 2 AND A GOOD
 TF2071'GRADED, GRAVEL ROAD TO THE SOUTH AND TRIANGULATION STATION
 TF2071'VEL, 44 FEET SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 2
 TF2071'AND A DIRT CROSSROAD, 31 FEET SOUTH OF THE CENTERLINE OF U.S.
 TF2071'HIGHWAY 2, 30 FEET EAST OF THE CENTERLINE OF DIRT ROAD, 14
 TF2071'FEET EAST-SOUTHEAST OF THE HEADWALL OF CONCRETE CULVERT, 6 FEET
 TF2071'NORTH-NORTHWEST OF WITNESS POST AND 3 FEET WEST OF FENCE
 TF2071'CORNER.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 TF2071'STAMPED 4G 1945.
 TF2071'
 TF2071'NOTE--THIS MARK WHICH IS THE AZIMUTH MARK FOR TRIANGULATION
 TF2071'STATION VEL IS A STANDARD U.S.G.S. BM DISK SET IN A 6 INCH
 TF2071'PIPE FILLED WITH CONCRETE.
 TF2071'
 TF2071'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD TO THE TOWN
 TF2071'OF NORWICH AND U.S. HIGHWAY 2, GO EAST ON U.S. HIGHWAY 2 FOR
 TF2071'1.7 MILES TO CROSSROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 TF2071
 TF2071                          STATION RECOVERY (1955)
 TF2071
 TF2071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 TF2071'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN GOOD
 TF2071'CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 2 WILL DESTROY
 TF2071'THE MARK.  IT WAS RESET AT THE REQUEST OF THE NORTH DAKOTA STATE
 TF2071'HIGHWAY COMMISSION.
 TF2071'
 TF2071'B.M. 4 G 1945 RESET 1955 IS 1.466 FEET HIGHER THAN B.M. 4 G 1945
 TF2071'(USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0946 ***********************************************************************
 SL0946  DESIGNATION -  4 GHC
 SL0946  PID         -  SL0946
 SL0946  STATE/COUNTY-  ND/NELSON
 SL0946  USGS QUAD   -  NIAGARA SW (1963)
 SL0946
 SL0946                         *CURRENT SURVEY CONTROL
 SL0946  ___________________________________________________________________
 SL0946* NAD 83(1986)-  47 52 29.     (N)    097 52 55.     (W)     SCALED    
 SL0946* NAVD 88     -       452.898  (meters)    1485.88   (feet)  ADJUSTED  
 SL0946  ___________________________________________________________________
 SL0946  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 SL0946  DYNAMIC HT  -         452.966 (meters)    1486.11  (feet)  COMP
 SL0946  MODELED GRAV-     980,747.6   (mgal)                       NAVD 88
 SL0946
 SL0946  VERT ORDER  -  SECOND    CLASS 0
 SL0946
 SL0946.The horizontal coordinates were scaled from a topographic map and have
 SL0946.an estimated accuracy of +/- 6 seconds.
 SL0946
 SL0946.The orthometric height was determined by differential leveling
 SL0946.and adjusted by the National Geodetic Survey in June 1991..
 SL0946
 SL0946.The geoid height was determined by GEOID03.
 SL0946
 SL0946.The dynamic height is computed by dividing the NAVD 88
 SL0946.geopotential number by the normal gravity value computed on the
 SL0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0946.degrees latitude (g = 980.6199 gals.).
 SL0946
 SL0946.The modeled gravity was interpolated from observed gravity values.
 SL0946
 SL0946;                    North         East    Units  Estimated Accuracy
 SL0946;SPC ND N     -   100,580.      795,800.      MT  (+/- 180 meters Scaled)
 SL0946
 SL0946                          SUPERSEDED SURVEY CONTROL
 SL0946
 SL0946  NGVD 29 (??/??/92)  452.525  (m)         1484.66   (f) ADJ UNCH    2 0
 SL0946
 SL0946.Superseded values are not recommended for survey control.
 SL0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0946.See file dsdata.txt to determine how the superseded data were derived.
 SL0946
 SL0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU836029(NAD 83)
 SL0946_MARKER: DD = SURVEY DISK
 SL0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0946_STAMPING: 4 GHC 1484 1961
 SL0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0946+STABILITY: SURFACE MOTION
 SL0946
 SL0946  HISTORY     - Date     Condition        Report By
 SL0946  HISTORY     - 1961     MONUMENTED       USGS
 SL0946  HISTORY     - 1963     GOOD             NGS
 SL0946
 SL0946                          STATION DESCRIPTION
 SL0946
 SL0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0946'8.85 MI S FROM NIAGARA.
 SL0946'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0946'AT NIAGARA, THENCE 8.35 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION
 SL0946'25, T 151 N, R 57 W, 65 FEET SOUTHWEST OF THE CENTER OF THE
 SL0946'INTERSECTION WITH AN EAST-WEST TRAIL ROAD, 52 FEET WEST OF THE CENTER
 SL0946'LINE OF THE ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD,
 SL0946'2 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET
 SL0946'WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SL0946'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0565 ***********************************************************************
 RQ0565  DESIGNATION -  4 JES
 RQ0565  PID         -  RQ0565
 RQ0565  STATE/COUNTY-  ND/MCINTOSH
 RQ0565  USGS QUAD   -  WISHEK SW (1982)
 RQ0565
 RQ0565                         *CURRENT SURVEY CONTROL
 RQ0565  ___________________________________________________________________
 RQ0565* NAD 83(1986)-  46 15 35.     (N)    099 44 00.     (W)     SCALED    
 RQ0565* NAVD 88     -       681.085  (meters)    2234.53   (feet)  ADJUSTED  
 RQ0565  ___________________________________________________________________
 RQ0565  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RQ0565  DYNAMIC HT  -         681.050 (meters)    2234.41  (feet)  COMP
 RQ0565  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 RQ0565
 RQ0565  VERT ORDER  -  SECOND    CLASS 0
 RQ0565
 RQ0565.The horizontal coordinates were scaled from a topographic map and have
 RQ0565.an estimated accuracy of +/- 6 seconds.
 RQ0565
 RQ0565.The orthometric height was determined by differential leveling
 RQ0565.and adjusted by the National Geodetic Survey in June 1991..
 RQ0565
 RQ0565.The geoid height was determined by GEOID03.
 RQ0565
 RQ0565.The dynamic height is computed by dividing the NAVD 88
 RQ0565.geopotential number by the normal gravity value computed on the
 RQ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0565.degrees latitude (g = 980.6199 gals.).
 RQ0565
 RQ0565.The modeled gravity was interpolated from observed gravity values.
 RQ0565
 RQ0565;                    North         East    Units  Estimated Accuracy
 RQ0565;SPC ND S     -    66,210.      659,110.      MT  (+/- 180 meters Scaled)
 RQ0565
 RQ0565                          SUPERSEDED SURVEY CONTROL
 RQ0565
 RQ0565.No superseded survey control is available for this station.
 RQ0565
 RQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS434231(NAD 83)
 RQ0565_MARKER: DB = BENCH MARK DISK
 RQ0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0565_SP_SET: COPPER-CLAD STEEL ROD
 RQ0565_STAMPING: 4 JES 1976
 RQ0565_MARK LOGO: USGS  
 RQ0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0565
 RQ0565  HISTORY     - Date     Condition        Report By
 RQ0565  HISTORY     - 1976     MONUMENTED       USGS
 RQ0565
 RQ0565                          STATION DESCRIPTION
 RQ0565
 RQ0565'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0565'14.3 KM (8.90 MI) WEST FROM WISHEK.
 RQ0565'WISHEK, 8.9 MILES WEST OF CITY HALL IN, 8.5 MILES SOUTH AND 4.75 MILES
 RQ0565'WEST OF BURNSTAD, NEAR CORNER OF SECTIONS 7, 8, 17 AND 18, T. 132 N.,
 RQ0565'R. 72 W., 126 FEET NORTH AND 34 FEET WEST OF T-RD. NORTH, 0.5 FEET
 RQ0565'NORTH AND 2 FEET EAST OF CORNER FENCE POST AND 2 FEET SOUTH OF
 RQ0565'WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY COPPER COATED RODS
 RQ0565'AND SURROUNDED BY PLASTIC TILE FILLED WITH GRAVEL AND STAMPED 4 JES
 RQ0565'1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0566 ***********************************************************************
 RQ0566  DESIGNATION -  4 JES RM
 RQ0566  PID         -  RQ0566
 RQ0566  STATE/COUNTY-  ND/MCINTOSH
 RQ0566  USGS QUAD   -  WISHEK SW (1982)
 RQ0566
 RQ0566                         *CURRENT SURVEY CONTROL
 RQ0566  ___________________________________________________________________
 RQ0566* NAD 83(1986)-  46 15 36.     (N)    099 44 02.     (W)     SCALED    
 RQ0566* NAVD 88     -       681.771  (meters)    2236.78   (feet)  ADJUSTED  
 RQ0566  ___________________________________________________________________
 RQ0566  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RQ0566  DYNAMIC HT  -         681.737 (meters)    2236.67  (feet)  COMP
 RQ0566  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 RQ0566
 RQ0566  VERT ORDER  -  SECOND    CLASS 0
 RQ0566
 RQ0566.The horizontal coordinates were scaled from a topographic map and have
 RQ0566.an estimated accuracy of +/- 6 seconds.
 RQ0566
 RQ0566.The orthometric height was determined by differential leveling
 RQ0566.and adjusted by the National Geodetic Survey in June 1991..
 RQ0566
 RQ0566.The geoid height was determined by GEOID03.
 RQ0566
 RQ0566.The dynamic height is computed by dividing the NAVD 88
 RQ0566.geopotential number by the normal gravity value computed on the
 RQ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0566.degrees latitude (g = 980.6199 gals.).
 RQ0566
 RQ0566.The modeled gravity was interpolated from observed gravity values.
 RQ0566
 RQ0566;                    North         East    Units  Estimated Accuracy
 RQ0566;SPC ND S     -    66,240.      659,070.      MT  (+/- 180 meters Scaled)
 RQ0566
 RQ0566                          SUPERSEDED SURVEY CONTROL
 RQ0566
 RQ0566.No superseded survey control is available for this station.
 RQ0566
 RQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS434231(NAD 83)
 RQ0566_MARKER: Q = CHISELED SQUARE
 RQ0566_SETTING: 80 = SET IN A BOULDER
 RQ0566_SP_SET: BOULDER
 RQ0566_MARK LOGO: USGS  
 RQ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0566+STABILITY: SURFACE MOTION
 RQ0566
 RQ0566  HISTORY     - Date     Condition        Report By
 RQ0566  HISTORY     - 1976     MONUMENTED       USGS
 RQ0566
 RQ0566                          STATION DESCRIPTION
 RQ0566
 RQ0566'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0566'14.3 KM (8.90 MI) WEST FROM WISHEK.
 RQ0566'REFERENCE MARK NO. 4, A CHISELED SQUARE ON TOP OF A LARGE BOULDER,
 RQ0566'ABOUT 2 FEET ABOVE GROUND 163 FEET NORTH AND 99 FEET WEST OF T-RD.
 RQ0566'NORTH, AND 37 FEET NORTH AND 65 FEET WEST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0112 ***********************************************************************
 SM0112  DESIGNATION -  40 RE
 SM0112  PID         -  SM0112
 SM0112  STATE/COUNTY-  ND/NELSON
 SM0112  USGS QUAD   -  TOLNA (1951)
 SM0112
 SM0112                         *CURRENT SURVEY CONTROL
 SM0112  ___________________________________________________________________
 SM0112* NAD 83(1986)-  47 45 33.     (N)    098 26 23.     (W)     SCALED    
 SM0112* NAVD 88     -       451.337  (meters)    1480.76   (feet)  ADJUSTED  
 SM0112  ___________________________________________________________________
 SM0112  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 SM0112  DYNAMIC HT  -         451.408 (meters)    1480.99  (feet)  COMP
 SM0112  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 SM0112
 SM0112  VERT ORDER  -  SECOND    CLASS 0
 SM0112
 SM0112.The horizontal coordinates were scaled from a topographic map and have
 SM0112.an estimated accuracy of +/- 6 seconds.
 SM0112
 SM0112.The orthometric height was determined by differential leveling
 SM0112.and adjusted by the National Geodetic Survey in June 1991..
 SM0112
 SM0112.The geoid height was determined by GEOID03.
 SM0112
 SM0112.The dynamic height is computed by dividing the NAVD 88
 SM0112.geopotential number by the normal gravity value computed on the
 SM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0112.degrees latitude (g = 980.6199 gals.).
 SM0112
 SM0112.The modeled gravity was interpolated from observed gravity values.
 SM0112
 SM0112;                    North         East    Units  Estimated Accuracy
 SM0112;SPC ND N     -    86,470.      754,440.      MT  (+/- 180 meters Scaled)
 SM0112
 SM0112                          SUPERSEDED SURVEY CONTROL
 SM0112
 SM0112  NGVD 29 (??/??/92)  450.985  (m)         1479.61   (f) ADJ UNCH    2 0
 SM0112
 SM0112.Superseded values are not recommended for survey control.
 SM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0112.See file dsdata.txt to determine how the superseded data were derived.
 SM0112
 SM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419896(NAD 83)
 SM0112_MARKER: DD = SURVEY DISK
 SM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0112_STAMPING: 40 RE 1958
 SM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0112+STABILITY: SURFACE MOTION
 SM0112
 SM0112  HISTORY     - Date     Condition        Report By
 SM0112  HISTORY     - 1958     MONUMENTED       USGS
 SM0112  HISTORY     - 1963     GOOD             NGS
 SM0112  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 SM0112
 SM0112                          STATION DESCRIPTION
 SM0112
 SM0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0112'4.85 MI S FROM TOLNA.
 SM0112'ABOUT 4.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0112'RAILWAY STATION AT TOLNA, IN SECTION 34, T 149 N, R 61 W, 103 FEET
 SM0112'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND
 SM0112'COUNTY ROAD 18, 75 FEET WEST OF THE CENTER LINE OF THE ROAD, 72 FEET
 SM0112'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 51 FEET EAST OF A POWER
 SM0112'POLE, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL
 SM0112'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SM0112'INCHES.
 SM0112
 SM0112                          STATION RECOVERY (1973)
 SM0112
 SM0112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 SM0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0523 ***********************************************************************
 TD0523  DESIGNATION -  40 SAN
 TD0523  PID         -  TD0523
 TD0523  STATE/COUNTY-  ND/WALSH
 TD0523  USGS QUAD   -  PISEK (1963)
 TD0523
 TD0523                         *CURRENT SURVEY CONTROL
 TD0523  ___________________________________________________________________
 TD0523* NAD 83(1986)-  48 17 45.     (N)    097 43 49.     (W)     SCALED    
 TD0523* NAVD 88     -       315.266  (meters)    1034.34   (feet)  ADJUSTED  
 TD0523  ___________________________________________________________________
 TD0523  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0523  DYNAMIC HT  -         315.337 (meters)    1034.57  (feet)  COMP
 TD0523  MODELED GRAV-     980,829.9   (mgal)                       NAVD 88
 TD0523
 TD0523  VERT ORDER  -  SECOND    CLASS 0
 TD0523
 TD0523.The horizontal coordinates were scaled from a topographic map and have
 TD0523.an estimated accuracy of +/- 6 seconds.
 TD0523
 TD0523.The orthometric height was determined by differential leveling
 TD0523.and adjusted by the National Geodetic Survey in June 1991..
 TD0523
 TD0523.The geoid height was determined by GEOID03.
 TD0523
 TD0523.The dynamic height is computed by dividing the NAVD 88
 TD0523.geopotential number by the normal gravity value computed on the
 TD0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0523.degrees latitude (g = 980.6199 gals.).
 TD0523
 TD0523.The modeled gravity was interpolated from observed gravity values.
 TD0523
 TD0523;                    North         East    Units  Estimated Accuracy
 TD0523;SPC ND N     -   147,770.      805,450.      MT  (+/- 180 meters Scaled)
 TD0523
 TD0523                          SUPERSEDED SURVEY CONTROL
 TD0523
 TD0523  NGVD 29 (??/??/92)  314.923  (m)         1033.21   (f) ADJ UNCH    2 0
 TD0523
 TD0523.Superseded values are not recommended for survey control.
 TD0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0523.See file dsdata.txt to determine how the superseded data were derived.
 TD0523
 TD0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU941499(NAD 83)
 TD0523_MARKER: DD = SURVEY DISK
 TD0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0523_STAMPING: 1033 40 SAN 1961
 TD0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0523+STABILITY: SURFACE MOTION
 TD0523
 TD0523  HISTORY     - Date     Condition        Report By
 TD0523  HISTORY     - 1961     MONUMENTED       USGS
 TD0523  HISTORY     - 1964     GOOD             NGS
 TD0523
 TD0523                          STATION DESCRIPTION
 TD0523
 TD0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0523'2.2 MI SW FROM PISEK.
 TD0523'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0523'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN S 33, T 156 N, R 55 W,
 TD0523'89 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 79
 TD0523'FEET EAST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTH OF THE CENTER
 TD0523'LINE OF THE ROAD LEADING EAST, 2 1/2 FEET SOUTHEAST OF A FENCE LINE,
 TD0523'2.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TD0523'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TD0523'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0253 ***********************************************************************
 SM0253  DESIGNATION -  41 DM
 SM0253  PID         -  SM0253
 SM0253  STATE/COUNTY-  ND/NELSON
 SM0253  USGS QUAD   -  MC VILLE (1961)
 SM0253
 SM0253                         *CURRENT SURVEY CONTROL
 SM0253  ___________________________________________________________________
 SM0253* NAD 83(1986)-  47 51 38.     (N)    098 09 47.     (W)     SCALED    
 SM0253* NAVD 88     -       457.077  (meters)    1499.59   (feet)  ADJUSTED  
 SM0253  ___________________________________________________________________
 SM0253  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SM0253  DYNAMIC HT  -         457.155 (meters)    1499.85  (feet)  COMP
 SM0253  MODELED GRAV-     980,769.1   (mgal)                       NAVD 88
 SM0253
 SM0253  VERT ORDER  -  SECOND    CLASS 0
 SM0253
 SM0253.The horizontal coordinates were scaled from a topographic map and have
 SM0253.an estimated accuracy of +/- 6 seconds.
 SM0253
 SM0253.The orthometric height was determined by differential leveling
 SM0253.and adjusted by the National Geodetic Survey in June 1991..
 SM0253
 SM0253.The geoid height was determined by GEOID03.
 SM0253
 SM0253.The dynamic height is computed by dividing the NAVD 88
 SM0253.geopotential number by the normal gravity value computed on the
 SM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0253.degrees latitude (g = 980.6199 gals.).
 SM0253
 SM0253.The modeled gravity was interpolated from observed gravity values.
 SM0253
 SM0253;                    North         East    Units  Estimated Accuracy
 SM0253;SPC ND N     -    98,330.      774,830.      MT  (+/- 180 meters Scaled)
 SM0253
 SM0253                          SUPERSEDED SURVEY CONTROL
 SM0253
 SM0253  NGVD 29 (??/??/92)  456.716  (m)         1498.41   (f) ADJ UNCH    2 0
 SM0253
 SM0253.Superseded values are not recommended for survey control.
 SM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0253.See file dsdata.txt to determine how the superseded data were derived.
 SM0253
 SM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU626011(NAD 83)
 SM0253_MARKER: DD = SURVEY DISK
 SM0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0253_STAMPING: 41 DM 1959 1498 FT
 SM0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0253+STABILITY: SURFACE MOTION
 SM0253
 SM0253  HISTORY     - Date     Condition        Report By
 SM0253  HISTORY     - 1959     MONUMENTED       USGS
 SM0253  HISTORY     - 1963     GOOD             NGS
 SM0253
 SM0253                          STATION DESCRIPTION
 SM0253
 SM0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0253'7.65 MI N FROM MCVILLE.
 SM0253'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 15 FROM THE GREAT NORTHERN
 SM0253'RAILWAY STATION AT MCVILLE, THENCE 7.3 MILES NORTH ALONG COUNTY ROAD
 SM0253'35, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 26, T 151
 SM0253'N, R 59 W, 135 YARDS WEST OF THE CENTER OF A INTERSECTION OF COUNTY
 SM0253'ROAD 35 AND AN EAST-WEST GRAVELED ROAD, 36 FEET NORTH OF THE CENTER
 SM0253'LINE OF THE ROAD, 80 FEET EAST OF A POWER POLE, 1.0 FEET NORTH OF A
 SM0253'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SM0253'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0556 ***********************************************************************
 TD0556  DESIGNATION -  42 RGW
 TD0556  PID         -  TD0556
 TD0556  STATE/COUNTY-  ND/WALSH
 TD0556  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0556
 TD0556                         *CURRENT SURVEY CONTROL
 TD0556  ___________________________________________________________________
 TD0556* NAD 83(1986)-  48 19 18.     (N)    097 51 38.     (W)     SCALED    
 TD0556* NAVD 88     -       358.857  (meters)    1177.35   (feet)  ADJUSTED  
 TD0556  ___________________________________________________________________
 TD0556  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 TD0556  DYNAMIC HT  -         358.936 (meters)    1177.61  (feet)  COMP
 TD0556  MODELED GRAV-     980,820.1   (mgal)                       NAVD 88
 TD0556
 TD0556  VERT ORDER  -  SECOND    CLASS 0
 TD0556
 TD0556.The horizontal coordinates were scaled from a topographic map and have
 TD0556.an estimated accuracy of +/- 6 seconds.
 TD0556
 TD0556.The orthometric height was determined by differential leveling
 TD0556.and adjusted by the National Geodetic Survey in June 1991..
 TD0556
 TD0556.The geoid height was determined by GEOID03.
 TD0556
 TD0556.The dynamic height is computed by dividing the NAVD 88
 TD0556.geopotential number by the normal gravity value computed on the
 TD0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0556.degrees latitude (g = 980.6199 gals.).
 TD0556
 TD0556.The modeled gravity was interpolated from observed gravity values.
 TD0556
 TD0556;                    North         East    Units  Estimated Accuracy
 TD0556;SPC ND N     -   150,300.      795,690.      MT  (+/- 180 meters Scaled)
 TD0556
 TD0556                          SUPERSEDED SURVEY CONTROL
 TD0556
 TD0556  NGVD 29 (??/??/92)  358.505  (m)         1176.20   (f) ADJ UNCH    2 0
 TD0556
 TD0556.Superseded values are not recommended for survey control.
 TD0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0556.See file dsdata.txt to determine how the superseded data were derived.
 TD0556
 TD0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU844526(NAD 83)
 TD0556_MARKER: DD = SURVEY DISK
 TD0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0556_STAMPING: 42 RGW 1962
 TD0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0556+STABILITY: SURFACE MOTION
 TD0556
 TD0556  HISTORY     - Date     Condition        Report By
 TD0556  HISTORY     - 1962     MONUMENTED       USGS
 TD0556  HISTORY     - 1964     GOOD             NGS
 TD0556  HISTORY     - 20011105 MARK NOT FOUND   NDWC
 TD0556
 TD0556                          STATION DESCRIPTION
 TD0556
 TD0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0556'3.7 MI NE FROM LANKIN.
 TD0556'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0556'ELEVATOR AT LANKIN, THENCE 0.8 MILE NORTH ALONG STATE HIGHWAY 32, IN S
 TD0556'20, T 156 N, R 56 W, ABOUT 0.4 MILE SOUTH OF AN 80-FOOT CONCRETE
 TD0556'BRIDGE OVER THE MIDDLE BRANCH FOREST RIVER, AT THE JUNCTION OF A DRIVE
 TD0556'LEADING WEST TO A CULTIVATED FIELD, 142 FEET WEST OF THE CENTER LINE
 TD0556'OF THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF THE DRIVE, DIRECTLY
 TD0556'IN AN OLD FENCE LINE, 1.0 FOOT EAST OF A METAL WITNESS POST, AND SET
 TD0556'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TD0556
 TD0556                          STATION RECOVERY (2001)
 TD0556
 TD0556'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 TD0556'142' WEST OF HWY IT IS IN A TILLED FIELD. POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0534 ***********************************************************************
 TD0534  DESIGNATION -  42 SAN
 TD0534  PID         -  TD0534
 TD0534  STATE/COUNTY-  ND/WALSH
 TD0534  USGS QUAD   -  FORDVILLE (1979)
 TD0534
 TD0534                         *CURRENT SURVEY CONTROL
 TD0534  ___________________________________________________________________
 TD0534* NAD 83(1986)-  48 13 26.     (N)    097 45 06.     (W)     SCALED    
 TD0534* NAVD 88     -       349.816  (meters)    1147.69   (feet)  ADJUSTED  
 TD0534  ___________________________________________________________________
 TD0534  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD0534  DYNAMIC HT  -         349.890 (meters)    1147.93  (feet)  COMP
 TD0534  MODELED GRAV-     980,812.0   (mgal)                       NAVD 88
 TD0534
 TD0534  VERT ORDER  -  SECOND    CLASS 0
 TD0534
 TD0534.The horizontal coordinates were scaled from a topographic map and have
 TD0534.an estimated accuracy of +/- 6 seconds.
 TD0534
 TD0534.The orthometric height was determined by differential leveling
 TD0534.and adjusted by the National Geodetic Survey in June 1991..
 TD0534
 TD0534.The geoid height was determined by GEOID03.
 TD0534
 TD0534.The dynamic height is computed by dividing the NAVD 88
 TD0534.geopotential number by the normal gravity value computed on the
 TD0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0534.degrees latitude (g = 980.6199 gals.).
 TD0534
 TD0534.The modeled gravity was interpolated from observed gravity values.
 TD0534
 TD0534;                    North         East    Units  Estimated Accuracy
 TD0534;SPC ND N     -   139,720.      804,150.      MT  (+/- 180 meters Scaled)
 TD0534
 TD0534                          SUPERSEDED SURVEY CONTROL
 TD0534
 TD0534  NGVD 29 (??/??/92)  349.466  (m)         1146.54   (f) ADJ UNCH    2 0
 TD0534
 TD0534.Superseded values are not recommended for survey control.
 TD0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0534.See file dsdata.txt to determine how the superseded data were derived.
 TD0534
 TD0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU927419(NAD 83)
 TD0534_MARKER: DD = SURVEY DISK
 TD0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0534_STAMPING: 1147-42 SAN 1961
 TD0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0534+STABILITY: SURFACE MOTION
 TD0534
 TD0534  HISTORY     - Date     Condition        Report By
 TD0534  HISTORY     - 1961     MONUMENTED       USGS
 TD0534  HISTORY     - 1964     GOOD             NGS
 TD0534  HISTORY     - 1970     GOOD             USGS
 TD0534
 TD0534                          STATION DESCRIPTION
 TD0534
 TD0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0534'2.3 MI NE FROM FORDVILLE.
 TD0534'ABOUT 2.3 MILES NORTHEAST ALONG COUNTY ROAD 19 FROM THE SOO LINE
 TD0534'RAILROAD STATION AT FORDVILLE, IN S 19, T 155 N, R 55 W, 139 FEET
 TD0534'NORTHWEST OF THE CENTER OF A PUBLIC DIRT ROAD INTERSECTION, 124 FEET
 TD0534'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 56 FEET NORTH OF
 TD0534'THE CENTER LINE OF THE ROAD LEADING WEST, 2 FEET NORTHEAST OF
 TD0534'TELEPHONE POLE NUMBER 7, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT
 TD0534'2 FEET BELOW THE LEVEL OF THE ROAD LEADING WEST, AND SET IN THE TOP OF
 TD0534'A CONCRETE POST ABOUT 3/10 FOOT BELOW THE GROUND.
 TD0534
 TD0534                          STATION RECOVERY (1970)
 TD0534
 TD0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0535 ***********************************************************************
 TD0535  DESIGNATION -  42 SAN RESET
 TD0535  PID         -  TD0535
 TD0535  STATE/COUNTY-  ND/WALSH
 TD0535  USGS QUAD   -  FORDVILLE (1979)
 TD0535
 TD0535                         *CURRENT SURVEY CONTROL
 TD0535  ___________________________________________________________________
 TD0535* NAD 83(1986)-  48 13 26.     (N)    097 45 10.     (W)     SCALED    
 TD0535* NAVD 88     -       349.87   (+/-2cm)    1147.9    (feet)  VERTCON   
 TD0535  ___________________________________________________________________
 TD0535  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD0535
 TD0535  VERT ORDER  -  THIRD (See Below)
 TD0535
 TD0535.The horizontal coordinates were scaled from a topographic map and have
 TD0535.an estimated accuracy of +/- 6 seconds.
 TD0535
 TD0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0535.The vertical order pertains to the NGVD 29 superseded value.
 TD0535
 TD0535.The geoid height was determined by GEOID03.
 TD0535
 TD0535;                    North         East    Units  Estimated Accuracy
 TD0535;SPC ND N     -   139,720.      804,070.      MT  (+/- 180 meters Scaled)
 TD0535
 TD0535                          SUPERSEDED SURVEY CONTROL
 TD0535
 TD0535  NGVD 29 (11/04/04)  349.52   (m)         1146.7    (f) RESET       3  
 TD0535
 TD0535.Superseded values are not recommended for survey control.
 TD0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0535.See file dsdata.txt to determine how the superseded data were derived.
 TD0535
 TD0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU926419(NAD 83)
 TD0535_MARKER: DD = SURVEY DISK
 TD0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0535_STAMPING: 42 SAN 1961 RESET 1970
 TD0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0535+STABILITY: SURFACE MOTION
 TD0535
 TD0535  HISTORY     - Date     Condition        Report By
 TD0535  HISTORY     - 1970     MONUMENTED       USGS
 TD0535  HISTORY     - 1970     GOOD             NGS
 TD0535  HISTORY     - 1983     GOOD             USPSQD
 TD0535
 TD0535                          STATION DESCRIPTION
 TD0535
 TD0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TD0535'2.3 MI NE FROM FORDVILLE.
 TD0535'ABOUT 2.3 MILES NORTHEAST ALONG COUNTY ROAD 19 FROM THE SOO LINE
 TD0535'RAILROAD STATION IN FORDVILLE, IN SEC. 19, T 155 N, R 55 W, 42 FEET
 TD0535'NORTH OF THE CENTER OF THE COUNTY ROAD, 26 FEET WEST OF THE CENTER OF
 TD0535'A NORTH-SOUTH ROAD, 6 FEET SOUTHWEST OF THE WEST END OF A STEEL
 TD0535'CULVERT, 1.6 FEET NORTHEAST OF A METAL WITNESS POST AND A USGS WITNESS
 TD0535'SIGN, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TD0535'GROUND.  IT IS SET 70-DEGREES TO THE RIGHT OF MAGNETIC NORTH FROM
 TD0535'BENCH MARK 42 SAN USGS 1961, AT A DISTANCE OF 94.80 FEET OR 28.895
 TD0535'METERS.
 TD0535
 TD0535                          STATION RECOVERY (1983)
 TD0535
 TD0535'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0553 ***********************************************************************
 TD0553  DESIGNATION -  43 RGW
 TD0553  PID         -  TD0553
 TD0553  STATE/COUNTY-  ND/WALSH
 TD0553  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0553
 TD0553                         *CURRENT SURVEY CONTROL
 TD0553  ___________________________________________________________________
 TD0553* NAD 83(1986)-  48 17 06.     (N)    097 51 38.     (W)     SCALED    
 TD0553* NAVD 88     -       363.569  (meters)    1192.81   (feet)  ADJUSTED  
 TD0553  ___________________________________________________________________
 TD0553  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 TD0553  DYNAMIC HT  -         363.647 (meters)    1193.07  (feet)  COMP
 TD0553  MODELED GRAV-     980,816.3   (mgal)                       NAVD 88
 TD0553
 TD0553  VERT ORDER  -  SECOND    CLASS 0
 TD0553
 TD0553.The horizontal coordinates were scaled from a topographic map and have
 TD0553.an estimated accuracy of +/- 6 seconds.
 TD0553
 TD0553.The orthometric height was determined by differential leveling
 TD0553.and adjusted by the National Geodetic Survey in June 1991..
 TD0553
 TD0553.The geoid height was determined by GEOID03.
 TD0553
 TD0553.The dynamic height is computed by dividing the NAVD 88
 TD0553.geopotential number by the normal gravity value computed on the
 TD0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0553.degrees latitude (g = 980.6199 gals.).
 TD0553
 TD0553.The modeled gravity was interpolated from observed gravity values.
 TD0553
 TD0553;                    North         East    Units  Estimated Accuracy
 TD0553;SPC ND N     -   146,230.      795,830.      MT  (+/- 180 meters Scaled)
 TD0553
 TD0553                          SUPERSEDED SURVEY CONTROL
 TD0553
 TD0553  NGVD 29 (??/??/92)  363.217  (m)         1191.65   (f) ADJ UNCH    2 0
 TD0553
 TD0553.Superseded values are not recommended for survey control.
 TD0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0553.See file dsdata.txt to determine how the superseded data were derived.
 TD0553
 TD0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU845486(NAD 83)
 TD0553_MARKER: DD = SURVEY DISK
 TD0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0553_STAMPING: 43 RGW 1962
 TD0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0553+STABILITY: SURFACE MOTION
 TD0553
 TD0553  HISTORY     - Date     Condition        Report By
 TD0553  HISTORY     - 1962     MONUMENTED       USGS
 TD0553  HISTORY     - 1964     GOOD             NGS
 TD0553  HISTORY     - 1983     GOOD             LOCSUR
 TD0553
 TD0553                          STATION DESCRIPTION
 TD0553
 TD0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0553'4.7 MI SE FROM LANKIN.
 TD0553'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0553'ELEVATOR AT LANKIN, THENCE 1.8 MILES SOUTH ALONG STATE HIGHWAY 32, IN
 TD0553'S 32, T 156 N, R 56 W, ABOUT 0.25 MILE NORTH OF A GRAVELED ROAD
 TD0553'INTERSECTION, ON THE CREST AND NEAR THE SOUTH END OF A DEEP CUT ON THE
 TD0553'WEST SIDE OF THE HIGHWAY, 102 FEET WEST OF THE CENTER LINE OF THE
 TD0553'HIGHWAY, 9 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE
 TD0553'LINE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE
 TD0553'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TD0553'1 INCH.
 TD0553
 TD0553                          STATION RECOVERY (1983)
 TD0553
 TD0553'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0918 ***********************************************************************
 TG0918  DESIGNATION -  46
 TG0918  PID         -  TG0918
 TG0918  STATE/COUNTY-  ND/WILLIAMS
 TG0918  USGS QUAD   -  CHARLSON NW (1965)
 TG0918
 TG0918                         *CURRENT SURVEY CONTROL
 TG0918  ___________________________________________________________________
 TG0918* NAD 83(1986)-  48 08 53.     (N)    102 54 42.     (W)     SCALED    
 TG0918* NAVD 88     -       552.242  (meters)    1811.81   (feet)  ADJUSTED  
 TG0918  ___________________________________________________________________
 TG0918  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG0918  DYNAMIC HT  -         552.321 (meters)    1812.07  (feet)  COMP
 TG0918  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 TG0918
 TG0918  VERT ORDER  -  SECOND    CLASS 0
 TG0918
 TG0918.The horizontal coordinates were scaled from a topographic map and have
 TG0918.an estimated accuracy of +/- 6 seconds.
 TG0918
 TG0918.The orthometric height was determined by differential leveling
 TG0918.and adjusted by the National Geodetic Survey in June 1991..
 TG0918
 TG0918.The geoid height was determined by GEOID03.
 TG0918
 TG0918.The dynamic height is computed by dividing the NAVD 88
 TG0918.geopotential number by the normal gravity value computed on the
 TG0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0918.degrees latitude (g = 980.6199 gals.).
 TG0918
 TG0918.The modeled gravity was interpolated from observed gravity values.
 TG0918
 TG0918;                    North         East    Units  Estimated Accuracy
 TG0918;SPC ND N     -   130,450.      420,590.      MT  (+/- 180 meters Scaled)
 TG0918
 TG0918                          SUPERSEDED SURVEY CONTROL
 TG0918
 TG0918  NGVD 29 (??/??/92)  551.76   (m)         1810.2    (f) COMPUTED    2 0
 TG0918
 TG0918.Superseded values are not recommended for survey control.
 TG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0918.See file dsdata.txt to determine how the superseded data were derived.
 TG0918
 TG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP553348(NAD 83)
 TG0918_MARKER: DB = BENCH MARK DISK
 TG0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0918_STAMPING: 46
 TG0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0918+STABILITY: SURFACE MOTION
 TG0918
 TG0918  HISTORY     - Date     Condition        Report By
 TG0918  HISTORY     - UNK      MONUMENTED       LOCENG
 TG0918  HISTORY     - 1946     GOOD             NGS
 TG0918  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0918
 TG0918                          STATION DESCRIPTION
 TG0918
 TG0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0918'23.2 MI NW FROM SANISH.
 TG0918'ABOUT 23.2 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0918'OFFICE AT SANISH, ABOUT 0.1 MILE WEST OF A LOG BUILDING, 31.5 FEET
 TG0918'NORTH OF AND ABOUT 1.5 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 TG0918'21.0 FEET NORTHWEST OF THE NORTH END OF AN EIGHTEEN INCH CORRUGATED
 TG0918'IRON CULVERT, 1.5 FEET SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4
 TG0918'IN. MARKER POST.  A BRONZE DISK STAMPED 46 SET IN THE TOP OF A
 TG0918'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE--
 TG0918'UNDER WATER
 TG0918
 TG0918                          STATION RECOVERY (1964)
 TG0918
 TG0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0013 ***********************************************************************
 RQ0013  DESIGNATION -  5 DM
 RQ0013  PID         -  RQ0013
 RQ0013  STATE/COUNTY-  ND/BARNES
 RQ0013  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0013
 RQ0013                         *CURRENT SURVEY CONTROL
 RQ0013  ___________________________________________________________________
 RQ0013* NAD 83(1986)-  46 54 21.     (N)    098 07 27.     (W)     SCALED    
 RQ0013* NAVD 88     -       440.574  (meters)    1445.45   (feet)  ADJUSTED  
 RQ0013  ___________________________________________________________________
 RQ0013  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RQ0013  DYNAMIC HT  -         440.605 (meters)    1445.55  (feet)  COMP
 RQ0013  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 RQ0013
 RQ0013  VERT ORDER  -  FIRST     CLASS II
 RQ0013
 RQ0013.The horizontal coordinates were scaled from a topographic map and have
 RQ0013.an estimated accuracy of +/- 6 seconds.
 RQ0013
 RQ0013.The orthometric height was determined by differential leveling
 RQ0013.and adjusted by the National Geodetic Survey in June 1991..
 RQ0013
 RQ0013.The geoid height was determined by GEOID03.
 RQ0013
 RQ0013.The dynamic height is computed by dividing the NAVD 88
 RQ0013.geopotential number by the normal gravity value computed on the
 RQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0013.degrees latitude (g = 980.6199 gals.).
 RQ0013
 RQ0013.The modeled gravity was interpolated from observed gravity values.
 RQ0013
 RQ0013;                    North         East    Units  Estimated Accuracy
 RQ0013;SPC ND S     -   140,480.      780,980.      MT  (+/- 180 meters Scaled)
 RQ0013
 RQ0013                          SUPERSEDED SURVEY CONTROL
 RQ0013
 RQ0013  NGVD 29 (??/??/92)  440.200  (m)         1444.22   (f) ADJ UNCH    1 2
 RQ0013
 RQ0013.Superseded values are not recommended for survey control.
 RQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0013.See file dsdata.txt to determine how the superseded data were derived.
 RQ0013
 RQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS667950(NAD 83)
 RQ0013_MARKER: DD = SURVEY DISK
 RQ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0013_STAMPING: 1444 5 DM 1959
 RQ0013_MARK LOGO: USGS  
 RQ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0013+STABILITY: SURFACE MOTION
 RQ0013
 RQ0013  HISTORY     - Date     Condition        Report By
 RQ0013  HISTORY     - 1959     MONUMENTED       USGS
 RQ0013  HISTORY     - 1964     GOOD             NGS
 RQ0013  HISTORY     - 1982     GOOD             NGS
 RQ0013
 RQ0013                          STATION DESCRIPTION
 RQ0013
 RQ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RQ0013'6.9 MI SE FROM SANBORN.
 RQ0013'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0013'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0013'THENCE 2.05 MILES SOUTH ALONG A SECTION LINE TRAIL ROAD, IN S 33, T
 RQ0013'140 N, R 59 W, 188 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 RQ0013'TRAFFIC LANE OF U.S. HIGHWAYS 10 AND 52 AND
 RQ0013'INTERSTATE HIGHWAY 94, 140 FEET WEST OF THE CENTER LINE OF A GRAVELED
 RQ0013'ROAD LEADING SOUTH, 85 FEET WEST OF A POWER POLE, 38 FEET SOUTH OF THE
 RQ0013'CENTER LINE OF A PRIVATE GRAVELED ROAD LEADING WEST TO A FARMHOUSE,
 RQ0013'0.7 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVELED
 RQ0013'ROAD LEADING SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RQ0013'INCHES.  NOTE-- THE TRAIL ROAD DEAD ENDS AT U.S. HIGHWAYS 10 AND 52
 RQ0013'AND INTERSTATE HIGHWAY 94.  THE GRAVELED ROAD LEADS SOUTH FROM THE
 RQ0013'HIGHWAYS.
 RQ0013
 RQ0013                          STATION RECOVERY (1982)
 RQ0013
 RQ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0013'RECOVERED THIS DATE.  NOTE, 3.7 KM (2.3 MI) WEST ALONG INTERSTATE
 RQ0013'HIGHWAY 94 FROM THE WEST VALLEY CITY INTERCHANGE AT THE WEST EDGE OF
 RQ0013'VALLEY CITY, THENCE 1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 1 FROM
 RQ0013'THE OAKES INTERCHANGE, THENCE 3.4 KM (2.1 MI) WEST ALONG A GRAVEL ROAD
 RQ0013'TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1553 ***********************************************************************
 SL1553  DESIGNATION -  5 JCR
 SL1553  PID         -  SL1553
 SL1553  STATE/COUNTY-  ND/TRAILL
 SL1553  USGS QUAD   -  HALSTAD (1963)
 SL1553
 SL1553                         *CURRENT SURVEY CONTROL
 SL1553  ___________________________________________________________________
 SL1553* NAD 83(1996)-  47 16 00.74698(N)    096 51 40.62071(W)     ADJUSTED  
 SL1553* NAVD 88     -       265.96   (+/-2cm)     872.6    (feet)  VERTCON   
 SL1553  ___________________________________________________________________
 SL1553  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 SL1553  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 SL1553
 SL1553  HORZ ORDER  -  THIRD
 SL1553  VERT ORDER  -  THIRD ? (See Below)
 SL1553
 SL1553.The horizontal coordinates were established by classical geodetic methods
 SL1553.and adjusted by the National Geodetic Survey in January 1998..
 SL1553
 SL1553.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1553.The vertical order pertains to the NGVD 29 superseded value.
 SL1553
 SL1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1553
 SL1553.The geoid height was determined by GEOID03.
 SL1553
 SL1553;                    North         East     Units Scale Factor Converg.
 SL1553;SPC ND N     -    36,177.143   875,272.854   MT  1.00003687   +2 42 27.7
 SL1553;SPC ND N     -   118,691.41  2,871,630.10   iFT  1.00003687   +2 42 27.7
 SL1553;SPC ND S     -   184,253.988   875,256.897   MT  0.99996429   +2 39 14.5
 SL1553;SPC ND S     -   604,507.83  2,871,577.75   iFT  0.99996429   +2 39 14.5
 SL1553;SPC MN N     -   192,179.718   515,485.416   MT  0.99995172   -2 47 16.6
 SL1553;UTM  14      - 5,237,039.939   661,782.832   MT  0.99992167   +1 34 16.6
 SL1553
 SL1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1553!SPC ND N     -   0.99996247  x   1.00003687  =   0.99999934
 SL1553!SPC ND S     -   0.99996247  x   0.99996429  =   0.99992676
 SL1553!SPC MN N     -   0.99996247  x   0.99995172  =   0.99991419
 SL1553!UTM  14      -   0.99996247  x   0.99992167  =   0.99988414
 SL1553
 SL1553:                Primary Azimuth Mark                     Grid Az
 SL1553:SPC ND N     -  CHIMNEY SW                               208 20 36.5
 SL1553:SPC ND S     -  CHIMNEY SW                               208 23 49.7
 SL1553:SPC MN N     -  CHIMNEY SW                               213 50 20.8
 SL1553:UTM  14      -  CHIMNEY SW                               209 28 47.6
 SL1553
 SL1553|---------------------------------------------------------------------|
 SL1553| PID    Reference Object                     Distance      Geod. Az  |
 SL1553|                                                           dddmmss.s |
 SL1553| CP3524 CHIMNEY SW                                         2110304.2 |
 SL1553| CP3525 CHIMNEY W                                          26948     |
 SL1553|---------------------------------------------------------------------|
 SL1553
 SL1553                          SUPERSEDED SURVEY CONTROL
 SL1553
 SL1553  NAD 83(1986)-  47 16 00.74616(N)    096 51 40.61270(W) AD(       ) 3
 SL1553  NAD 27      -  47 16 00.83471(N)    096 51 39.32664(W) AD(       ) 3
 SL1553  NGVD 29 (07/19/86)  265.62   (m)          871.5    (f) LEVELING    3  
 SL1553
 SL1553.Superseded values are not recommended for survey control.
 SL1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1553.See file dsdata.txt to determine how the superseded data were derived.
 SL1553
 SL1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6178337040(NAD 83)
 SL1553_MARKER: DE = TRAVERSE STATION DISK
 SL1553_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SL1553
 SL1553  HISTORY     - Date     Condition        Report By
 SL1553  HISTORY     - 1962     MONUMENTED       USGS
 SL1553
 SL1553                          STATION DESCRIPTION
 SL1553
 SL1553'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SL1553'HENDRUM, 0.5 MI N. AND 2.5 MI W. OF.  GRANDIN, 2.0 MI N., 6.4 MI E.
 SL1553'OF.  T. 144 N., R. 49 W., NEAR E. SIXTEENTH COR. SECS. 22 AND 27.  IN
 SL1553'SCHOOLYARD, 3 FT W. OF NW. COR. OF SCHOOL BUILDING, IN CONCRETE POST,
 SL1553'A STANDARD TABLET STAMPED---ET 5 JCR 1962---.  CHIMNEY
 SL1553'ABOUT 2.0 MI DISTANT--S 31 DEG 03 MIN W.  CHIMNEY ABOUT 0.75 MI
 SL1553'DISTANT--S 89 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0569 ***********************************************************************
 RQ0569  DESIGNATION -  5 JES
 RQ0569  PID         -  RQ0569
 RQ0569  STATE/COUNTY-  ND/MCINTOSH
 RQ0569  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0569
 RQ0569                         *CURRENT SURVEY CONTROL
 RQ0569  ___________________________________________________________________
 RQ0569* NAD 83(1986)-  46 15 20.     (N)    099 45 09.     (W)     SCALED    
 RQ0569* NAVD 88     -       672.058  (meters)    2204.91   (feet)  ADJUSTED  
 RQ0569  ___________________________________________________________________
 RQ0569  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RQ0569  DYNAMIC HT  -         672.024 (meters)    2204.80  (feet)  COMP
 RQ0569  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 RQ0569
 RQ0569  VERT ORDER  -  SECOND    CLASS 0
 RQ0569
 RQ0569.The horizontal coordinates were scaled from a topographic map and have
 RQ0569.an estimated accuracy of +/- 6 seconds.
 RQ0569
 RQ0569.The orthometric height was determined by differential leveling
 RQ0569.and adjusted by the National Geodetic Survey in June 1991..
 RQ0569
 RQ0569.The geoid height was determined by GEOID03.
 RQ0569
 RQ0569.The dynamic height is computed by dividing the NAVD 88
 RQ0569.geopotential number by the normal gravity value computed on the
 RQ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0569.degrees latitude (g = 980.6199 gals.).
 RQ0569
 RQ0569.The modeled gravity was interpolated from observed gravity values.
 RQ0569
 RQ0569;                    North         East    Units  Estimated Accuracy
 RQ0569;SPC ND S     -    65,730.      657,640.      MT  (+/- 180 meters Scaled)
 RQ0569
 RQ0569                          SUPERSEDED SURVEY CONTROL
 RQ0569
 RQ0569.No superseded survey control is available for this station.
 RQ0569
 RQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS420227(NAD 83)
 RQ0569_MARKER: DB = BENCH MARK DISK
 RQ0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0569_SP_SET: COPPER-CLAD STEEL ROD
 RQ0569_STAMPING: 5 JES 1976
 RQ0569_MARK LOGO: USGS  
 RQ0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0569
 RQ0569  HISTORY     - Date     Condition        Report By
 RQ0569  HISTORY     - 1976     MONUMENTED       USGS
 RQ0569
 RQ0569                          STATION DESCRIPTION
 RQ0569
 RQ0569'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0569'16.3 KM (10.10 MI) WEST FROM WISHEK.
 RQ0569'WISHEK, 10.1 MILES WEST OF CITY HALL IN, 16.7 MILES SOUTH AND 1 MILE
 RQ0569'EAST OF NAPOLEON, NEAR NORTH SIXTEENTH CORNER OF SECTIONS 13 AND 18,
 RQ0569'T. 132 N., R. 72 AND 73 W., 99 FEET SOUTH AND 88 FEET WEST OF T-RD.
 RQ0569'SOUTH, 12 FEET NORTH AND 19 FEET WEST OF A POWER POLE, 2 FEET SOUTH
 RQ0569'OF A WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY COPPER-COATED
 RQ0569'RODS AND SURROUNDED BY A PLASTIC TILE FILLED WITH GRAVEL AND STAMPED
 RQ0569'5 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0568 ***********************************************************************
 RQ0568  DESIGNATION -  5 JES RM
 RQ0568  PID         -  RQ0568
 RQ0568  STATE/COUNTY-  ND/MCINTOSH
 RQ0568  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0568
 RQ0568                         *CURRENT SURVEY CONTROL
 RQ0568  ___________________________________________________________________
 RQ0568* NAD 83(1986)-  46 15 20.     (N)    099 45 07.     (W)     SCALED    
 RQ0568* NAVD 88     -       672.549  (meters)    2206.52   (feet)  ADJUSTED  
 RQ0568  ___________________________________________________________________
 RQ0568  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 RQ0568  DYNAMIC HT  -         672.514 (meters)    2206.41  (feet)  COMP
 RQ0568  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 RQ0568
 RQ0568  VERT ORDER  -  SECOND    CLASS 0
 RQ0568
 RQ0568.The horizontal coordinates were scaled from a topographic map and have
 RQ0568.an estimated accuracy of +/- 6 seconds.
 RQ0568
 RQ0568.The orthometric height was determined by differential leveling
 RQ0568.and adjusted by the National Geodetic Survey in June 1991..
 RQ0568
 RQ0568.The geoid height was determined by GEOID03.
 RQ0568
 RQ0568.The dynamic height is computed by dividing the NAVD 88
 RQ0568.geopotential number by the normal gravity value computed on the
 RQ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0568.degrees latitude (g = 980.6199 gals.).
 RQ0568
 RQ0568.The modeled gravity was interpolated from observed gravity values.
 RQ0568
 RQ0568;                    North         East    Units  Estimated Accuracy
 RQ0568;SPC ND S     -    65,730.      657,680.      MT  (+/- 180 meters Scaled)
 RQ0568
 RQ0568                          SUPERSEDED SURVEY CONTROL
 RQ0568
 RQ0568.No superseded survey control is available for this station.
 RQ0568
 RQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS420227(NAD 83)
 RQ0568_MARKER: Q = CHISELED SQUARE
 RQ0568_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0568_SP_SET: ON TOP OF CONCRETE CULVERT
 RQ0568_MARK LOGO: USGS  
 RQ0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0568+STABILITY: SURFACE MOTION
 RQ0568
 RQ0568  HISTORY     - Date     Condition        Report By
 RQ0568  HISTORY     - 1976     MONUMENTED       USGS
 RQ0568
 RQ0568                          STATION DESCRIPTION
 RQ0568
 RQ0568'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0568'16.3 KM (10.10 MI) WEST FROM WISHEK.
 RQ0568'REFERENCE MARK NO. 5, A CHISELED SQUARE ON THE EAST END OF AN 24-INCH
 RQ0568'CONCRETE CULVERT, 80 FEET SOUTH AND 46 FEET EAST OF T-RD. SOUTH, 18
 RQ0568'FEET NORTH AND 134 FEET EAST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0685 ***********************************************************************
 TE0685  DESIGNATION -  57 Y
 TE0685  PID         -  TE0685
 TE0685  STATE/COUNTY-  ND/RAMSEY
 TE0685  USGS QUAD   -  DEVILS LAKE (1994)
 TE0685
 TE0685                         *CURRENT SURVEY CONTROL
 TE0685  ___________________________________________________________________
 TE0685* NAD 83(1986)-  48 05 38.     (N)    098 45 24.     (W)     SCALED    
 TE0685* NAVD 88     -       452.591  (meters)    1484.88   (feet)  ADJUSTED  
 TE0685  ___________________________________________________________________
 TE0685  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 TE0685  DYNAMIC HT  -         452.669 (meters)    1485.13  (feet)  COMP
 TE0685  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 TE0685
 TE0685  VERT ORDER  -  FIRST     CLASS II
 TE0685
 TE0685.The horizontal coordinates were scaled from a topographic map and have
 TE0685.an estimated accuracy of +/- 6 seconds.
 TE0685
 TE0685.The orthometric height was determined by differential leveling
 TE0685.and adjusted by the National Geodetic Survey in June 1991..
 TE0685
 TE0685.The geoid height was determined by GEOID03.
 TE0685
 TE0685.The dynamic height is computed by dividing the NAVD 88
 TE0685.geopotential number by the normal gravity value computed on the
 TE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0685.degrees latitude (g = 980.6199 gals.).
 TE0685
 TE0685.The modeled gravity was interpolated from observed gravity values.
 TE0685
 TE0685;                    North         East    Units  Estimated Accuracy
 TE0685;SPC ND N     -   123,090.      729,840.      MT  (+/- 180 meters Scaled)
 TE0685
 TE0685                          SUPERSEDED SURVEY CONTROL
 TE0685
 TE0685  NGVD 29 (??/??/92)  452.216  (m)         1483.65   (f) ADJ UNCH    1 2
 TE0685
 TE0685.Superseded values are not recommended for survey control.
 TE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0685.See file dsdata.txt to determine how the superseded data were derived.
 TE0685
 TE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU181267(NAD 83)
 TE0685_MARKER: DD = SURVEY DISK
 TE0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0685_STAMPING: 1484 TT STA NO 57 Y 1927
 TE0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0685+STABILITY: SURFACE MOTION
 TE0685
 TE0685  HISTORY     - Date     Condition        Report By
 TE0685  HISTORY     - 1927     MONUMENTED       USGS
 TE0685  HISTORY     - 1963     GOOD             NGS
 TE0685
 TE0685                          STATION DESCRIPTION
 TE0685
 TE0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0685'4.9 MI E FROM DEVILS LAKE.
 TE0685'ABOUT 4.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0685'AT DEVILS LAKE, IN S 4, R 63 W, T 153 N, ABOUT 0.3 MILE WEST OF
 TE0685'MILEPOST 80, ABOUT 0.2 MILE WEST OF THE FLAG STATION AT KEITH, 45.5
 TE0685'FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 32.8 FEET
 TE0685'NORTH OF THE NORTH RAIL, 35.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TE0685'52.0 FEET SOUTHWEST OF A TELEGRAPH POLE, ABOUT LEVEL WITH THE TRACK
 TE0685'AND THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1670 ***********************************************************************
 SN1670  DESIGNATION -  58
 SN1670  PID         -  SN1670
 SN1670  STATE/COUNTY-  ND/OLIVER
 SN1670  USGS QUAD   -  FORT CLARK (1968)
 SN1670
 SN1670                         *CURRENT SURVEY CONTROL
 SN1670  ___________________________________________________________________
 SN1670* NAD 83(1996)-  47 14 58.72073(N)    101 08 41.20840(W)     ADJUSTED  
 SN1670* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 SN1670  ___________________________________________________________________
 SN1670  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 SN1670  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SN1670
 SN1670  HORZ ORDER  -  SECOND
 SN1670
 SN1670.The horizontal coordinates were established by classical geodetic methods
 SN1670.and adjusted by the National Geodetic Survey in January 1998..
 SN1670
 SN1670.The orthometric height was scaled from a topographic map.
 SN1670
 SN1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1670
 SN1670.The geoid height was determined by GEOID03.
 SN1670
 SN1670;                    North         East     Units Scale Factor Converg.
 SN1670;SPC ND S     -   176,162.593   551,191.891   MT  0.99996207   -0 28 13.0
 SN1670;SPC ND S     -   577,961.26  1,808,372.35   iFT  0.99996207   -0 28 13.0
 SN1670;SPC ND N     -    27,960.293   551,188.052   MT  1.00004117   -0 28 47.3
 SN1670;SPC ND N     -    91,733.24  1,808,359.75   iFT  1.00004117   -0 28 47.3
 SN1670;UTM  14      - 5,235,137.903   337,705.840   MT  0.99992371   -1 34 31.1
 SN1670
 SN1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1670!SPC ND S     -   0.99991194  x   0.99996207  =   0.99987402
 SN1670!SPC ND N     -   0.99991194  x   1.00004117  =   0.99995311
 SN1670!UTM  14      -   0.99991194  x   0.99992371  =   0.99983566
 SN1670
 SN1670                          SUPERSEDED SURVEY CONTROL
 SN1670
 SN1670  NAD 83(1986)-  47 14 58.71849(N)    101 08 41.19628(W) AD(       ) 2
 SN1670  NAD 27      -  47 14 58.74700(N)    101 08 39.65100(W) AD(       ) 2
 SN1670
 SN1670.Superseded values are not recommended for survey control.
 SN1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1670.See file dsdata.txt to determine how the superseded data were derived.
 SN1670
 SN1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3770635138(NAD 83)
 SN1670_MARKER: S = SPIKE
 SN1670_SETTING: 0 = UNSPECIFIED SETTING
 SN1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1670
 SN1670  HISTORY     - Date     Condition        Report By
 SN1670  HISTORY     - 1945     MONUMENTED       BOR
 SN1670
 SN1670                          STATION DESCRIPTION
 SN1670
 SN1670'DESCRIBED BY US BUREAU OF RECLAMATION 1945
 SN1670'AT A DISTANCE
 SN1670'OF 0.58 FOOT W OF STATION MANDAN LAKE MORC MARK IS A 6-INCH STOVEPIPE
 SN1670'FILLED WITH CONCRETE AND A SPIKE IN THE CENTER WITH THE
 SN1670'INSCRIPTION U.S.B.R. TRIANGULATION STATION 58 IN THE CONCRETE.
 SN1670'AROUND THE STATION AND THE STOVEPIPE IS A MASS OF CONCRETE
 SN1670'THAT IS 18 INCHES IN DIAMETER.
 SN1670'
 SN1670'TO REACH STATION MANDAN LAKE MORC FROM THE JUNCTION OF U.S. HIGHWAY 10
 SN1670'AND STATE HIGHWAY 6 IN THE W SECTION OF THE CITY OF MANDAN, GO N
 SN1670'ON U.S. HIGHWAY 10 FOR 5.6 MILES TO THE JUNCTION OF STATE
 SN1670'HIGHWAY 25, TURN RIGHT ON STATE HIGHWAY 25 AND GO 18.8 MILES TO A
 SN1670'T-ROAD RIGHT AND A SIGN WHICH READS HENSLER 15 SANGER 8.  TURN
 SN1670'RIGHT ON GRADED DIRT ROAD AND GO 3.0 MILES TO A CROSS ROAD,
 SN1670'CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A T-ROAD INTERSECTION,
 SN1670'TURN LEFT AND GO 1.0 MILE TO A CROSS ROAD, TURN RIGHT AND GO
 SN1670'0.85 MILE TO RIGHT FORK AND A COUNTRY SCHOOLHOUSE JUST AHEAD.
 SN1670'TURN RIGHT AND GO 2.0 MILES TO A NEW GRADED T-ROAD LEFT, TURN
 SN1670'LEFT AND GO 1.9 MILES TO THE END OF THE GRADED ROAD,
 SN1670'CONTINUE ON W FOR 0.25 MILE TO A WIRE GATE ON THE
 SN1670'RIGHT, PASS THROUGH GATE AND GO NE ACROSS PASTURE LAND FOR
 SN1670'0.55 MILE TO THE SUMMIT OF THE HILL AND STATION MANDAN LAKE MORC AS
 SN1670'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0712 ***********************************************************************
 TE0712  DESIGNATION -  58 Y
 TE0712  PID         -  TE0712
 TE0712  STATE/COUNTY-  ND/RAMSEY
 TE0712  USGS QUAD   -  GRAND HARBOR (1994)
 TE0712
 TE0712                         *CURRENT SURVEY CONTROL
 TE0712  ___________________________________________________________________
 TE0712* NAD 83(1996)-  48 10 14.21028(N)    098 59 11.65415(W)     ADJUSTED  
 TE0712* NAVD 88     -       443.509  (meters)    1455.08   (feet)  ADJUSTED  
 TE0712  ___________________________________________________________________
 TE0712  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 TE0712  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE0712  DYNAMIC HT  -         443.590 (meters)    1455.34  (feet)  COMP
 TE0712  MODELED GRAV-     980,778.5   (mgal)                       NAVD 88
 TE0712
 TE0712  HORZ ORDER  -  SECOND
 TE0712  VERT ORDER  -  FIRST     CLASS II
 TE0712
 TE0712.The horizontal coordinates were established by classical geodetic methods
 TE0712.and adjusted by the National Geodetic Survey in January 1998..
 TE0712
 TE0712.The orthometric height was determined by differential leveling
 TE0712.and adjusted by the National Geodetic Survey in June 1991..
 TE0712
 TE0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0712
 TE0712.The geoid height was determined by GEOID03.
 TE0712
 TE0712.The dynamic height is computed by dividing the NAVD 88
 TE0712.geopotential number by the normal gravity value computed on the
 TE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0712.degrees latitude (g = 980.6199 gals.).
 TE0712
 TE0712.The modeled gravity was interpolated from observed gravity values.
 TE0712
 TE0712;                    North         East     Units Scale Factor Converg.
 TE0712;SPC ND N     -   131,256.483   712,552.969   MT  0.99993696   +1 07 34.3
 TE0712;SPC ND N     -   430,631.51  2,337,772.21   iFT  0.99993696   +1 07 34.3
 TE0712;UTM  14      - 5,335,263.628   500,998.466   MT  0.99960001   +0 00 36.0
 TE0712
 TE0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0712!SPC ND N     -   0.99993420  x   0.99993696  =   0.99987117
 TE0712!UTM  14      -   0.99993420  x   0.99960001  =   0.99953424
 TE0712
 TE0712                          SUPERSEDED SURVEY CONTROL
 TE0712
 TE0712  NAD 83(1986)-  48 10 14.20984(N)    098 59 11.65194(W) AD(       ) 2
 TE0712  NAD 27      -  48 10 14.20900(N)    098 59 10.18600(W) AD(       ) 2
 TE0712  NGVD 29 (??/??/92)  443.129  (m)         1453.83   (f) ADJ UNCH    1 2
 TE0712
 TE0712.Superseded values are not recommended for survey control.
 TE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0712.See file dsdata.txt to determine how the superseded data were derived.
 TE0712
 TE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0099835264(NAD 83)
 TE0712_MARKER: DD = SURVEY DISK
 TE0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0712_STAMPING: TT STA NO 58 Y 1927
 TE0712_MARK LOGO: USGS  
 TE0712_PROJECTION: FLUSH
 TE0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0712+STABILITY: SURFACE MOTION
 TE0712
 TE0712  HISTORY     - Date     Condition        Report By
 TE0712  HISTORY     - 1946     MONUMENTED       USGS
 TE0712  HISTORY     - 1963     GOOD             NGS
 TE0712  HISTORY     - 1982     GOOD             NGS
 TE0712
 TE0712                          STATION DESCRIPTION
 TE0712
 TE0712'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 TE0712'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE DESERTED
 TE0712'VILLAGE OF GRAND HARBOR, ABOUT 200 FEET WEST OF THE UNUSED
 TE0712'RAILROAD STATION OF GRAND HARBOR, 90.5 FEET SOUTH OF THE
 TE0712'SOUTH RAIL OF THE GREAT NORTHERN RAILROAD TRACK AND 7 FEET
 TE0712'NORTH OF FENCE LINE.  THE MARK IS A CONCRETE PRECAST MARK THAT
 TE0712'PROJECTS 2 INCHES AND A STANDARD USGS DISK SET IN THE TOP.
 TE0712'THE DISK IS STAMPED TT STA NO 58Y 1927
 TE0712'
 TE0712'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TE0712'GRAND TO USGS TT STA NO 58Y.  IT IS 274.9462 METERS (902.05
 TE0712'FEET) NORTHEAST OF THE TRIANGULATION STATION.
 TE0712
 TE0712                          STATION RECOVERY (1963)
 TE0712
 TE0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TE0712'7.1 MI NW FROM DEVILS LAKE.
 TE0712'ABOUT 7.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0712'STATION AT DEVILS LAKE, IN S 10, R 65 W, T 154 N, ABOUT 0.3 MILE
 TE0712'NORTHWEST OF MILEPOST 92, ABOUT 0.1 MILE NORTHWEST OF A GRAVELED ROAD
 TE0712'CROSSING, 304 FEET WEST OF THE WEST CORNER OF THE FLAG STATION AT
 TE0712'GRAND HARBOR, 90.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 51 FEET
 TE0712'SOUTHEAST OF THE MOST SOUTHEASTERLY OF 4 SCRUB ASH TREES, 8 FEET
 TE0712'NORTHEAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 TE0712'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0712'POST PROJECTING 4 INCHES.
 TE0712
 TE0712                          STATION RECOVERY (1982)
 TE0712
 TE0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0712'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0712'9.8 KM (6.1 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE0712'THE STATION IN DEVILS LAKE, 0.5 KM (0.3 MI) NORTHWEST OF RAILROAD
 TE0712'MILEPOST 92 AND ABOUT 0.2 KM (0.1 MI) NORTHWEST OF A GRAVEL ROAD
 TE0712'CROSSING, 27.4 METERS (90.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, AND
 TE0712'2.4 METERS (8.0 FT) NORTHEAST OF A FENCE.
 TE0712'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 TE0712'THE MARK IS 0.9 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1795 ***********************************************************************
 AE1795  CBN         -  This is a Cooperative Base Network Control Station.
 AE1795  PACS        -  This is a Primary Airport Control Station.
 AE1795  DESIGNATION -  5N8 A
 AE1795  PID         -  AE1795
 AE1795  STATE/COUNTY-  ND/CASS
 AE1795  USGS QUAD   -  DURBIN (1961)
 AE1795
 AE1795                         *CURRENT SURVEY CONTROL
 AE1795  ___________________________________________________________________
 AE1795* NAD 83(1996)-  46 51 13.46125(N)    097 12 30.72594(W)     ADJUSTED  
 AE1795* NAVD 88     -       282.86   (meters)     928.0    (feet)  GPS OBS   
 AE1795  ___________________________________________________________________
 AE1795  X           -    -548,319.520 (meters)                     COMP
 AE1795  Y           -  -4,335,202.317 (meters)                     COMP
 AE1795  Z           -   4,630,847.765 (meters)                     COMP
 AE1795  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AE1795  ELLIP HEIGHT-         256.64  (meters)          (04/07/03) GPS OBS
 AE1795  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AE1795
 AE1795  HORZ ORDER  -  B
 AE1795  ELLP ORDER  -  THIRD     CLASS II
 AE1795
 AE1795.This mark is at Casselton Airport (5N8)
 AE1795
 AE1795.The horizontal coordinates were established by GPS observations
 AE1795.and adjusted by the National Geodetic Survey in August 1997..
 AE1795
 AE1795.The orthometric height was determined by GPS observations and a
 AE1795.high-resolution geoid model.
 AE1795
 AE1795.GPS derived orthometric heights for airport stations designated as
 AE1795.PACS or SACS are published to 2 decimal places.  This maintains
 AE1795.centimeter relative accuracy between the PACS and SACS.  It does
 AE1795.not indicate centimeter accuracy relative to other marks which are
 AE1795.part of the NAVD 88 network.
 AE1795
 AE1795.Photographs are available for this station.
 AE1795
 AE1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1795
 AE1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1795
 AE1795.The ellipsoidal height was determined by GPS observations
 AE1795.and is referenced to NAD 83.
 AE1795
 AE1795.The geoid height was determined by GEOID03.
 AE1795
 AE1795;                    North         East     Units Scale Factor Converg.
 AE1795;SPC ND S     -   137,208.981   850,928.452   MT  0.99993591   +2 24 02.7
 AE1795;SPC ND S     -   450,160.70  2,791,760.01   iFT  0.99993591   +2 24 02.7
 AE1795;UTM  14      - 5,190,468.868   636,566.973   MT  0.99982923   +1 18 26.2
 AE1795
 AE1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1795!SPC ND S     -   0.99995977  x   0.99993591  =   0.99989569
 AE1795!UTM  14      -   0.99995977  x   0.99982923  =   0.99978901
 AE1795
 AE1795                          SUPERSEDED SURVEY CONTROL
 AE1795
 AE1795  ELLIP H (08/29/97)  256.66   (m)                       GP(       ) 3 2
 AE1795
 AE1795.Superseded values are not recommended for survey control.
 AE1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1795.See file dsdata.txt to determine how the superseded data were derived.
 AE1795
 AE1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3656790469(NAD 83)
 AE1795_MARKER: I = METAL ROD
 AE1795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1795_STAMPING: 5N8 A 1996
 AE1795_MARK LOGO: NGS   
 AE1795_PROJECTION: FLUSH
 AE1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1795+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 AE1795_ROD/PIPE-DEPTH: 6.25 meters
 AE1795_SLEEVE-DEPTH  : 0.90 meters
 AE1795
 AE1795  HISTORY     - Date     Condition        Report By
 AE1795  HISTORY     - 1996     MONUMENTED       NGS
 AE1795  HISTORY     - 20020710 GOOD             LOCSUR
 AE1795  HISTORY     - 20040820 GOOD             NDSPLS
 AE1795
 AE1795                          STATION DESCRIPTION
 AE1795
 AE1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1795'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 29 KM
 AE1795'(18.00 MI) WEST OF FARGO, 5 KM (3.10 MI) SOUTH OF CASSELTON AT THE
 AE1795'CASSELTON REGIONAL AIRPORT, NEAR THE CENTER OF THE AIRFIELD, IN THE
 AE1795'MEDIAN BETWEEN THE RUNWAY AND PARALLEL TAXI.  OWNERSHIP -- CASSELTON
 AE1795'AIRPORT AUTHORITY, BOX 64, CASSELTON, ND 58012.  AIRPORT MANAGER IS
 AE1795'ROBERT J. MILLER, COMMISSIONER OF THE NORTH DAKOTA STATE AERONAUTICS
 AE1795'COMMISSION.  AIRPORT PHONE IS 701-347-4680, HOME IS 347-5519.  TO
 AE1795'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 AE1795'STATE HIGHWAY 18 ABOUT 2.2 KM (1.35 MI) SOUTH OF CASSELTON, GO
 AE1795'SOUTHERLY ON HIGHWAY 18 FOR 1.93 KM (1.20 MI) TO THE PAVED AIRPORT
 AE1795'ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE ROAD FOR 0.48 KM
 AE1795'(0.30 MI) TO A PAVED ROAD LEFT JUST BEFORE THE LAST TWO HANGARS. TURN
 AE1795'LEFT, NORTHEAST, ON THE ROAD FOR ABOUT 40 M (131.2 FT) TO THE APRON.
 AE1795'TURN LEFT, NORTHWEST, ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO A
 AE1795'SHORT CONNECTOR TAXI ON THE RIGHT TO THE PARALLEL TAXI.  TURN
 AE1795'DOUBLE-RIGHT, NORTHEAST, THEN SOUTHEAST, ALONG THE PARALLEL TAXI FOR
 AE1795'0.37 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 AE1795'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE 90
 AE1795'CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AE1795'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 113.1 M (371.1 FT)
 AE1795'SOUTHEAST OF THE CENTER OF CONNECTOR TAXI A2, 51.9 M (170.3 FT)
 AE1795'SOUTHWEST OF THE RUNWAY CENTER, 37.3 M (122.4 FT) SOUTHWEST OF THE
 AE1795'SECOND RUNWAY LIGHT SOUTHEAST OF TAXI A2 AND IN LINE WITH THE RUNWAY
 AE1795'LIGHT ON THE NORTHEAST SIDE OF THE RUNWAY, 21.5 M (70.5 FT) NORTHEAST
 AE1795'OF THE PARALLEL TAXI CENTER AND 0.3 M (1.0 FT) SOUTHWEST OF A
 AE1795'FIBERGLASS WITNESS POST.
 AE1795
 AE1795                          STATION RECOVERY (2002)
 AE1795
 AE1795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 AE1795'RECOVERED AS DESCRIBED.
 AE1795'
 AE1795
 AE1795                          STATION RECOVERY (2004)
 AE1795
 AE1795'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 AE1795'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0570 ***********************************************************************
 RQ0570  DESIGNATION -  6 JES
 RQ0570  PID         -  RQ0570
 RQ0570  STATE/COUNTY-  ND/MCINTOSH
 RQ0570  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0570
 RQ0570                         *CURRENT SURVEY CONTROL
 RQ0570  ___________________________________________________________________
 RQ0570* NAD 83(1986)-  46 15 35.     (N)    099 46 26.     (W)     SCALED    
 RQ0570* NAVD 88     -       647.215  (meters)    2123.40   (feet)  ADJUSTED  
 RQ0570  ___________________________________________________________________
 RQ0570  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0570  DYNAMIC HT  -         647.182 (meters)    2123.30  (feet)  COMP
 RQ0570  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 RQ0570
 RQ0570  VERT ORDER  -  SECOND    CLASS 0
 RQ0570
 RQ0570.The horizontal coordinates were scaled from a topographic map and have
 RQ0570.an estimated accuracy of +/- 6 seconds.
 RQ0570
 RQ0570.The orthometric height was determined by differential leveling
 RQ0570.and adjusted by the National Geodetic Survey in June 1991..
 RQ0570
 RQ0570.The geoid height was determined by GEOID03.
 RQ0570
 RQ0570.The dynamic height is computed by dividing the NAVD 88
 RQ0570.geopotential number by the normal gravity value computed on the
 RQ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0570.degrees latitude (g = 980.6199 gals.).
 RQ0570
 RQ0570.The modeled gravity was interpolated from observed gravity values.
 RQ0570
 RQ0570;                    North         East    Units  Estimated Accuracy
 RQ0570;SPC ND S     -    66,180.      655,980.      MT  (+/- 180 meters Scaled)
 RQ0570
 RQ0570                          SUPERSEDED SURVEY CONTROL
 RQ0570
 RQ0570.No superseded survey control is available for this station.
 RQ0570
 RQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS403231(NAD 83)
 RQ0570_MARKER: DB = BENCH MARK DISK
 RQ0570_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0570_SP_SET: COPPER-CLAD STEEL ROD
 RQ0570_STAMPING: 6 JES 1976
 RQ0570_MARK LOGO: USGS  
 RQ0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0570
 RQ0570  HISTORY     - Date     Condition        Report By
 RQ0570  HISTORY     - 1976     MONUMENTED       USGS
 RQ0570
 RQ0570                          STATION DESCRIPTION
 RQ0570
 RQ0570'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0570'18.0 KM (11.20 MI) WEST FROM WISHEK.
 RQ0570'WISHEK, 11.2 MILES WEST OF CITY HALL IN, 16.7 MILES SOUTH OF NAPOLEON,
 RQ0570'NEAR CORNER OF SECTIONS 11, 12, 13 AND 14, T. 132 N., R. 73 W., 102
 RQ0570'FEET NORTH AND 209 FEET WEST OF CROSSROADS, 2 FEET SOUTH OF A POWER
 RQ0570'POLE, 2 FEET WEST OF A WITNESS POST AND SIGN, A STANDARD CAP
 RQ0570'SUPPORTED BY COPPER RODS AND SURROUNDED BY A PLASTIC TILE FILLED WITH
 RQ0570'GRAVEL AND STAMPED 6 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0572 ***********************************************************************
 RQ0572  DESIGNATION -  6 JES A
 RQ0572  PID         -  RQ0572
 RQ0572  STATE/COUNTY-  ND/MCINTOSH
 RQ0572  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0572
 RQ0572                         *CURRENT SURVEY CONTROL
 RQ0572  ___________________________________________________________________
 RQ0572* NAD 83(1986)-  46 16 28.     (N)    099 46 25.     (W)     SCALED    
 RQ0572* NAVD 88     -       632.909  (meters)    2076.47   (feet)  ADJUSTED  
 RQ0572  ___________________________________________________________________
 RQ0572  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0572  DYNAMIC HT  -         632.877 (meters)    2076.36  (feet)  COMP
 RQ0572  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 RQ0572
 RQ0572  VERT ORDER  -  SECOND    CLASS 0
 RQ0572
 RQ0572.The horizontal coordinates were scaled from a topographic map and have
 RQ0572.an estimated accuracy of +/- 6 seconds.
 RQ0572
 RQ0572.The orthometric height was determined by differential leveling
 RQ0572.and adjusted by the National Geodetic Survey in June 1991..
 RQ0572
 RQ0572.The geoid height was determined by GEOID03.
 RQ0572
 RQ0572.The dynamic height is computed by dividing the NAVD 88
 RQ0572.geopotential number by the normal gravity value computed on the
 RQ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0572.degrees latitude (g = 980.6199 gals.).
 RQ0572
 RQ0572.The modeled gravity was interpolated from observed gravity values.
 RQ0572
 RQ0572;                    North         East    Units  Estimated Accuracy
 RQ0572;SPC ND S     -    67,820.      655,990.      MT  (+/- 180 meters Scaled)
 RQ0572
 RQ0572                          SUPERSEDED SURVEY CONTROL
 RQ0572
 RQ0572.No superseded survey control is available for this station.
 RQ0572
 RQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS403248(NAD 83)
 RQ0572_MARKER: Z = SEE DESCRIPTION
 RQ0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0572_SP_SET: A PUNCHED HOLE IN METAL CULVER
 RQ0572_MARK LOGO: USGS  
 RQ0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0572
 RQ0572  HISTORY     - Date     Condition        Report By
 RQ0572  HISTORY     - 1976     MONUMENTED       USGS
 RQ0572
 RQ0572                          STATION DESCRIPTION
 RQ0572
 RQ0572'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0572'18.0 KM (11.20 MI) WNW FROM WISHEK.
 RQ0572'1.1 MILES NORTH OF TABLET, NEAR CORNER OF SECTIONS
 RQ0572'1, 2, 11 AND 12, T. 132 N., R. 73 W., 23 FEET NORTH AND 49 FEET WEST
 RQ0572'OF EAST-WEST FIELD ENTRANCE SOUTH, ON THE NORTH END OF AN 18-INCH
 RQ0572'CORRUGATED METAL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0571 ***********************************************************************
 RQ0571  DESIGNATION -  6 JES RM
 RQ0571  PID         -  RQ0571
 RQ0571  STATE/COUNTY-  ND/MCINTOSH
 RQ0571  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0571
 RQ0571                         *CURRENT SURVEY CONTROL
 RQ0571  ___________________________________________________________________
 RQ0571* NAD 83(1986)-  46 15 35.     (N)    099 46 27.     (W)     SCALED    
 RQ0571* NAVD 88     -       647.299  (meters)    2123.68   (feet)  ADJUSTED  
 RQ0571  ___________________________________________________________________
 RQ0571  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0571  DYNAMIC HT  -         647.265 (meters)    2123.57  (feet)  COMP
 RQ0571  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 RQ0571
 RQ0571  VERT ORDER  -  SECOND    CLASS 0
 RQ0571
 RQ0571.The horizontal coordinates were scaled from a topographic map and have
 RQ0571.an estimated accuracy of +/- 6 seconds.
 RQ0571
 RQ0571.The orthometric height was determined by differential leveling
 RQ0571.and adjusted by the National Geodetic Survey in June 1991..
 RQ0571
 RQ0571.The geoid height was determined by GEOID03.
 RQ0571
 RQ0571.The dynamic height is computed by dividing the NAVD 88
 RQ0571.geopotential number by the normal gravity value computed on the
 RQ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0571.degrees latitude (g = 980.6199 gals.).
 RQ0571
 RQ0571.The modeled gravity was interpolated from observed gravity values.
 RQ0571
 RQ0571;                    North         East    Units  Estimated Accuracy
 RQ0571;SPC ND S     -    66,180.      655,960.      MT  (+/- 180 meters Scaled)
 RQ0571
 RQ0571                          SUPERSEDED SURVEY CONTROL
 RQ0571
 RQ0571.No superseded survey control is available for this station.
 RQ0571
 RQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS403231(NAD 83)
 RQ0571_MARKER: Q = CHISELED SQUARE
 RQ0571_SETTING: 80 = SET IN A BOULDER
 RQ0571_SP_SET: BOULDER
 RQ0571_MARK LOGO: USGS  
 RQ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0571+STABILITY: SURFACE MOTION
 RQ0571
 RQ0571  HISTORY     - Date     Condition        Report By
 RQ0571  HISTORY     - 1976     MONUMENTED       USGS
 RQ0571
 RQ0571                          STATION DESCRIPTION
 RQ0571
 RQ0571'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0571'18.0 KM (11.20 MI) WEST FROM WISHEK.
 RQ0571'REFERENCE MARK NO. 6, 1976, A CHISELED SQUARE ON TOP OF A LARGE
 RQ0571'BOULDER, 2.5 FEET ABOVE GROUND, 139 FEET NORTH AND 305 FEET WEST OF
 RQ0571'CROSSROADS, 96 FEET WEST AND 37 FEET NORTH OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0702 ***********************************************************************
 TD0702  DESIGNATION -  62 RGW
 TD0702  PID         -  TD0702
 TD0702  STATE/COUNTY-  ND/WALSH
 TD0702  USGS QUAD   -  CRYSTAL (1963)
 TD0702
 TD0702                         *CURRENT SURVEY CONTROL
 TD0702  ___________________________________________________________________
 TD0702* NAD 83(1986)-  48 32 34.     (N)    097 43 52.     (W)     SCALED    
 TD0702* NAVD 88     -       282.705  (meters)     927.51   (feet)  ADJUSTED  
 TD0702  ___________________________________________________________________
 TD0702  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 TD0702  DYNAMIC HT  -         282.775 (meters)     927.74  (feet)  COMP
 TD0702  MODELED GRAV-     980,849.4   (mgal)                       NAVD 88
 TD0702
 TD0702  VERT ORDER  -  SECOND    CLASS 0
 TD0702
 TD0702.The horizontal coordinates were scaled from a topographic map and have
 TD0702.an estimated accuracy of +/- 6 seconds.
 TD0702
 TD0702.The orthometric height was determined by differential leveling
 TD0702.and adjusted by the National Geodetic Survey in June 1991..
 TD0702
 TD0702.The geoid height was determined by GEOID03.
 TD0702
 TD0702.The dynamic height is computed by dividing the NAVD 88
 TD0702.geopotential number by the normal gravity value computed on the
 TD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0702.degrees latitude (g = 980.6199 gals.).
 TD0702
 TD0702.The modeled gravity was interpolated from observed gravity values.
 TD0702
 TD0702;                    North         East    Units  Estimated Accuracy
 TD0702;SPC ND N     -   175,210.      804,400.      MT  (+/- 180 meters Scaled)
 TD0702
 TD0702                          SUPERSEDED SURVEY CONTROL
 TD0702
 TD0702  NGVD 29 (??/??/92)  282.365  (m)          926.39   (f) ADJ UNCH    2 0
 TD0702
 TD0702.Superseded values are not recommended for survey control.
 TD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0702.See file dsdata.txt to determine how the superseded data were derived.
 TD0702
 TD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU936774(NAD 83)
 TD0702_MARKER: DD = SURVEY DISK
 TD0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0702_STAMPING: 62 RGW 1962
 TD0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0702+STABILITY: SURFACE MOTION
 TD0702
 TD0702  HISTORY     - Date     Condition        Report By
 TD0702  HISTORY     - 1962     MONUMENTED       USGS
 TD0702  HISTORY     - 1964     GOOD             NGS
 TD0702
 TD0702                          STATION DESCRIPTION
 TD0702
 TD0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0702'10.9 MI N FROM PARK RIVER.
 TD0702'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0702'STATION AT PARK RIVER, THENCE 10.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0702'12, IN S 3, R 55 W, T 158 N, 97 FEET SOUTHEAST OF THE CENTER OF THE
 TD0702'INTERSECTION OF THE PEMBINA-WALSH COUNTY LINE ROAD, 81 FEET EAST OF
 TD0702'THE CENTER LINE OF THE ROAD LEADING SOUTH, 55 FEET SOUTH OF THE CENTER
 TD0702'LINE OF THE ROAD LEADING EAST, 11 FEET NORTHEAST OF A POWER POLE, 1.0
 TD0702'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET
 TD0702'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0477 ***********************************************************************
 TD0477  DESIGNATION -  68 RGW
 TD0477  PID         -  TD0477
 TD0477  STATE/COUNTY-  ND/WALSH
 TD0477  USGS QUAD   -  VESELEYVILLE (1963)
 TD0477
 TD0477                         *CURRENT SURVEY CONTROL
 TD0477  ___________________________________________________________________
 TD0477* NAD 83(1986)-  48 19 27.     (N)    097 37 21.     (W)     SCALED    
 TD0477* NAVD 88     -       279.078  (meters)     915.61   (feet)  ADJUSTED  
 TD0477  ___________________________________________________________________
 TD0477  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0477  DYNAMIC HT  -         279.146 (meters)     915.83  (feet)  COMP
 TD0477  MODELED GRAV-     980,848.2   (mgal)                       NAVD 88
 TD0477
 TD0477  VERT ORDER  -  SECOND    CLASS 0
 TD0477
 TD0477.The horizontal coordinates were scaled from a topographic map and have
 TD0477.an estimated accuracy of +/- 6 seconds.
 TD0477
 TD0477.The orthometric height was determined by differential leveling
 TD0477.and adjusted by the National Geodetic Survey in June 1991..
 TD0477
 TD0477.The geoid height was determined by GEOID03.
 TD0477
 TD0477.The dynamic height is computed by dividing the NAVD 88
 TD0477.geopotential number by the normal gravity value computed on the
 TD0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0477.degrees latitude (g = 980.6199 gals.).
 TD0477
 TD0477.The modeled gravity was interpolated from observed gravity values.
 TD0477
 TD0477;                    North         East    Units  Estimated Accuracy
 TD0477;SPC ND N     -   151,210.      813,320.      MT  (+/- 180 meters Scaled)
 TD0477
 TD0477                          SUPERSEDED SURVEY CONTROL
 TD0477
 TD0477  NGVD 29 (??/??/92)  278.748  (m)          914.53   (f) ADJ UNCH    2 0
 TD0477
 TD0477.Superseded values are not recommended for survey control.
 TD0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0477.See file dsdata.txt to determine how the superseded data were derived.
 TD0477
 TD0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU021532(NAD 83)
 TD0477_MARKER: DD = SURVEY DISK
 TD0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0477_STAMPING: 68 RGW 1962
 TD0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0477+STABILITY: SURFACE MOTION
 TD0477
 TD0477  HISTORY     - Date     Condition        Report By
 TD0477  HISTORY     - 1962     MONUMENTED       USGS
 TD0477  HISTORY     - 1964     GOOD             NGS
 TD0477
 TD0477                          STATION DESCRIPTION
 TD0477
 TD0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0477'4.7 MI E FROM PISEK.
 TD0477'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0477'THENCE 0.9 MILE NORTH ALONG STATE HIGHWAY 18, IN S 19, T 156 N, R 54
 TD0477'W, ABOUT 120 YARDS SOUTH OF THE CENTER OF THE INTERSECTION OF A
 TD0477'GRAVELED ROAD, 223 FEET NORTH OF THE CENTER LINE OF A DRIVE LEADING
 TD0477'WEST TO A WHITE FARMHOUSE, 74 1/2 FEET WEST OF THE CENTER LINE OF THE
 TD0477'HIGHWAY, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE,
 TD0477'0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 TD0477'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 INCH
 TD0477'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0480 ***********************************************************************
 TD0480  DESIGNATION -  69 RGW
 TD0480  PID         -  TD0480
 TD0480  STATE/COUNTY-  ND/WALSH
 TD0480  USGS QUAD   -  VESELEYVILLE (1963)
 TD0480
 TD0480                         *CURRENT SURVEY CONTROL
 TD0480  ___________________________________________________________________
 TD0480* NAD 83(1986)-  48 17 20.     (N)    097 37 22.     (W)     SCALED    
 TD0480* NAVD 88     -       281.386  (meters)     923.18   (feet)  ADJUSTED  
 TD0480  ___________________________________________________________________
 TD0480  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0480  DYNAMIC HT  -         281.452 (meters)     923.40  (feet)  COMP
 TD0480  MODELED GRAV-     980,837.3   (mgal)                       NAVD 88
 TD0480
 TD0480  VERT ORDER  -  SECOND    CLASS 0
 TD0480
 TD0480.The horizontal coordinates were scaled from a topographic map and have
 TD0480.an estimated accuracy of +/- 6 seconds.
 TD0480
 TD0480.The orthometric height was determined by differential leveling
 TD0480.and adjusted by the National Geodetic Survey in June 1991..
 TD0480
 TD0480.The geoid height was determined by GEOID03.
 TD0480
 TD0480.The dynamic height is computed by dividing the NAVD 88
 TD0480.geopotential number by the normal gravity value computed on the
 TD0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0480.degrees latitude (g = 980.6199 gals.).
 TD0480
 TD0480.The modeled gravity was interpolated from observed gravity values.
 TD0480
 TD0480;                    North         East    Units  Estimated Accuracy
 TD0480;SPC ND N     -   147,290.      813,450.      MT  (+/- 180 meters Scaled)
 TD0480
 TD0480                          SUPERSEDED SURVEY CONTROL
 TD0480
 TD0480  NGVD 29 (??/??/92)  281.053  (m)          922.09   (f) ADJ UNCH    2 0
 TD0480
 TD0480.Superseded values are not recommended for survey control.
 TD0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0480.See file dsdata.txt to determine how the superseded data were derived.
 TD0480
 TD0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU021493(NAD 83)
 TD0480_MARKER: DD = SURVEY DISK
 TD0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0480_STAMPING: 69 RGW 1962
 TD0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0480+STABILITY: SURFACE MOTION
 TD0480
 TD0480  HISTORY     - Date     Condition        Report By
 TD0480  HISTORY     - 1962     MONUMENTED       USGS
 TD0480  HISTORY     - 1964     GOOD             NGS
 TD0480
 TD0480                          STATION DESCRIPTION
 TD0480
 TD0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0480'5.3 MI SE FROM PISEK.
 TD0480'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0480'THENCE 1.5 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 31, T 156 N, R 54
 TD0480'W, ABOUT 0.5 MILE NORTH OF A GRAVELED ROAD INTERSECTION, 130 FEET
 TD0480'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED DRIVE LEADING
 TD0480'EAST, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTH
 TD0480'OF POWER POLE 68 AND IN LINE WITH A ROW OF POLES, 1.0 FOOT SOUTH OF A
 TD0480'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TD0480'SET IN THE TOP OF A CONCRETE POST ABOUT 0.2 FOOT BELOW THE LEVEL OF
 TD0480'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0573 ***********************************************************************
 RQ0573  DESIGNATION -  7 JES
 RQ0573  PID         -  RQ0573
 RQ0573  STATE/COUNTY-  ND/MCINTOSH
 RQ0573  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0573
 RQ0573                         *CURRENT SURVEY CONTROL
 RQ0573  ___________________________________________________________________
 RQ0573* NAD 83(1986)-  46 16 57.     (N)    099 46 17.     (W)     SCALED    
 RQ0573* NAVD 88     -       620.047  (meters)    2034.27   (feet)  ADJUSTED  
 RQ0573  ___________________________________________________________________
 RQ0573  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0573  DYNAMIC HT  -         620.016 (meters)    2034.17  (feet)  COMP
 RQ0573  MODELED GRAV-     980,544.3   (mgal)                       NAVD 88
 RQ0573
 RQ0573  VERT ORDER  -  SECOND    CLASS 0
 RQ0573
 RQ0573.The horizontal coordinates were scaled from a topographic map and have
 RQ0573.an estimated accuracy of +/- 6 seconds.
 RQ0573
 RQ0573.The orthometric height was determined by differential leveling
 RQ0573.and adjusted by the National Geodetic Survey in June 1991..
 RQ0573
 RQ0573.The geoid height was determined by GEOID03.
 RQ0573
 RQ0573.The dynamic height is computed by dividing the NAVD 88
 RQ0573.geopotential number by the normal gravity value computed on the
 RQ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0573.degrees latitude (g = 980.6199 gals.).
 RQ0573
 RQ0573.The modeled gravity was interpolated from observed gravity values.
 RQ0573
 RQ0573;                    North         East    Units  Estimated Accuracy
 RQ0573;SPC ND S     -    68,710.      656,150.      MT  (+/- 180 meters Scaled)
 RQ0573
 RQ0573                          SUPERSEDED SURVEY CONTROL
 RQ0573
 RQ0573.No superseded survey control is available for this station.
 RQ0573
 RQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS405257(NAD 83)
 RQ0573_MARKER: DB = BENCH MARK DISK
 RQ0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0573_SP_SET: COPPER-CLAD STEEL ROD
 RQ0573_STAMPING: 7 JES 1976
 RQ0573_MARK LOGO: USGS  
 RQ0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0573
 RQ0573  HISTORY     - Date     Condition        Report By
 RQ0573  HISTORY     - 1976     MONUMENTED       USGS
 RQ0573
 RQ0573                          STATION DESCRIPTION
 RQ0573
 RQ0573'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0573'18.2 KM (11.30 MI) WNW FROM WISHEK.
 RQ0573'WISHEK, 1.7 MILES NORTH AND 11.2 MILES WEST OF CITY HALL IN, 15 MILES
 RQ0573'SOUTH OF NAPOLEON, ON LOGAN-MCINTOSH COUNTY LINE, NEAR CORNER OF
 RQ0573'SECTIONS 1, 2, 31 AND 32, T. 132 AND 133 N., R. 72 W., 53 FEET SOUTH
 RQ0573'AND 74 FEET WEST OF T-RD. WEST, 2 FEET WEST OF A WITNESS POST AND
 RQ0573'SIGN, A STANDARD CAP SUPPORTED BY COPPER-COATED RODS AND SURROUNDED
 RQ0573'BY A PLASTIC TILE AND FILLED WITH GRAVEL AND STAMPED 7 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0575 ***********************************************************************
 RQ0575  DESIGNATION -  7 JES A
 RQ0575  PID         -  RQ0575
 RQ0575  STATE/COUNTY-  ND/LOGAN
 RQ0575  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0575
 RQ0575                         *CURRENT SURVEY CONTROL
 RQ0575  ___________________________________________________________________
 RQ0575* NAD 83(1986)-  46 17 49.     (N)    099 46 11.     (W)     SCALED    
 RQ0575* NAVD 88     -       612.176  (meters)    2008.45   (feet)  ADJUSTED  
 RQ0575  ___________________________________________________________________
 RQ0575  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0575  DYNAMIC HT  -         612.147 (meters)    2008.35  (feet)  COMP
 RQ0575  MODELED GRAV-     980,546.3   (mgal)                       NAVD 88
 RQ0575
 RQ0575  VERT ORDER  -  SECOND    CLASS 0
 RQ0575
 RQ0575.The horizontal coordinates were scaled from a topographic map and have
 RQ0575.an estimated accuracy of +/- 6 seconds.
 RQ0575
 RQ0575.The orthometric height was determined by differential leveling
 RQ0575.and adjusted by the National Geodetic Survey in June 1991..
 RQ0575
 RQ0575.The geoid height was determined by GEOID03.
 RQ0575
 RQ0575.The dynamic height is computed by dividing the NAVD 88
 RQ0575.geopotential number by the normal gravity value computed on the
 RQ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0575.degrees latitude (g = 980.6199 gals.).
 RQ0575
 RQ0575.The modeled gravity was interpolated from observed gravity values.
 RQ0575
 RQ0575;                    North         East    Units  Estimated Accuracy
 RQ0575;SPC ND S     -    70,320.      656,260.      MT  (+/- 180 meters Scaled)
 RQ0575
 RQ0575                          SUPERSEDED SURVEY CONTROL
 RQ0575
 RQ0575.No superseded survey control is available for this station.
 RQ0575
 RQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS407273(NAD 83)
 RQ0575_MARKER: Z = SEE DESCRIPTION
 RQ0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0575_SP_SET: IN TOP OF METAL CULVERT
 RQ0575_MARK LOGO: USGS  
 RQ0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0575
 RQ0575  HISTORY     - Date     Condition        Report By
 RQ0575  HISTORY     - 1976     MONUMENTED       USGS
 RQ0575
 RQ0575                          STATION DESCRIPTION
 RQ0575
 RQ0575'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0575'185.1 KM (115.00 MI) WNW FROM WISHEK.
 RQ0575'1.1 MILE NORTH OF TABLET, NEAR CORNER OF SECTIONS 29,
 RQ0575'30, 31 AND 32, T. 133 N., R. 72 W., 15.5 FEET SOUTH AND 52 FEET EAST
 RQ0575'OF T-RD EAST, ON TOP OF SOUTH END OF AN 18-INCH CORRUGATED METAL
 RQ0575'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0574 ***********************************************************************
 RQ0574  DESIGNATION -  7 JES RM
 RQ0574  PID         -  RQ0574
 RQ0574  STATE/COUNTY-  ND/MCINTOSH
 RQ0574  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0574
 RQ0574                         *CURRENT SURVEY CONTROL
 RQ0574  ___________________________________________________________________
 RQ0574* NAD 83(1986)-  46 16 57.     (N)    099 46 20.     (W)     SCALED    
 RQ0574* NAVD 88     -       617.240  (meters)    2025.06   (feet)  ADJUSTED  
 RQ0574  ___________________________________________________________________
 RQ0574  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0574  DYNAMIC HT  -         617.209 (meters)    2024.96  (feet)  COMP
 RQ0574  MODELED GRAV-     980,544.3   (mgal)                       NAVD 88
 RQ0574
 RQ0574  VERT ORDER  -  SECOND    CLASS 0
 RQ0574
 RQ0574.The horizontal coordinates were scaled from a topographic map and have
 RQ0574.an estimated accuracy of +/- 6 seconds.
 RQ0574
 RQ0574.The orthometric height was determined by differential leveling
 RQ0574.and adjusted by the National Geodetic Survey in June 1991..
 RQ0574
 RQ0574.The geoid height was determined by GEOID03.
 RQ0574
 RQ0574.The dynamic height is computed by dividing the NAVD 88
 RQ0574.geopotential number by the normal gravity value computed on the
 RQ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0574.degrees latitude (g = 980.6199 gals.).
 RQ0574
 RQ0574.The modeled gravity was interpolated from observed gravity values.
 RQ0574
 RQ0574;                    North         East    Units  Estimated Accuracy
 RQ0574;SPC ND S     -    68,710.      656,090.      MT  (+/- 180 meters Scaled)
 RQ0574
 RQ0574                          SUPERSEDED SURVEY CONTROL
 RQ0574
 RQ0574.No superseded survey control is available for this station.
 RQ0574
 RQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS405257(NAD 83)
 RQ0574_MARKER: Z = SEE DESCRIPTION
 RQ0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0574_SP_SET: IN TOP OF METAL CULVERT
 RQ0574_MARK LOGO: USGS  
 RQ0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0574
 RQ0574  HISTORY     - Date     Condition        Report By
 RQ0574  HISTORY     - 1976     MONUMENTED       USGS
 RQ0574
 RQ0574                          STATION DESCRIPTION
 RQ0574
 RQ0574'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0574'18.2 KM (11.30 MI) WNW FROM WISHEK.
 RQ0574'REFERENCE MARK NO. 7 1976, A PUNCHED HOLE IN THE SOUTH END OF A
 RQ0574'72-INCH CORRUGATED METAL CULVERT, 20 FEET SOUTH AND 328 FEET WEST OF
 RQ0574'T-RD. WEST, 33 FEET NORTH AND 254 FEET WEST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1891 ***********************************************************************
 TF1891  DESIGNATION -  79M119
 TF1891  PID         -  TF1891
 TF1891  STATE/COUNTY-  ND/ROLETTE
 TF1891  USGS QUAD   -  
 TF1891
 TF1891                         *CURRENT SURVEY CONTROL
 TF1891  ___________________________________________________________________
 TF1891* NAD 83(1986)-  49 00 00.     (N)    100 03 09.     (W)     SCALED    
 TF1891* NAVD 88     -       696.368  (meters)    2284.67   (feet)  ADJUSTED  
 TF1891  ___________________________________________________________________
 TF1891  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF1891  DYNAMIC HT  -         696.534 (meters)    2285.21  (feet)  COMP
 TF1891  MODELED GRAV-     980,824.1   (mgal)                       NAVD 88
 TF1891
 TF1891  VERT ORDER  -  FIRST     CLASS II
 TF1891
 TF1891.The horizontal coordinates were scaled from a topographic map and have
 TF1891.an estimated accuracy of +/- 6 seconds.
 TF1891
 TF1891.The orthometric height was determined by differential leveling
 TF1891.and adjusted by the National Geodetic Survey in June 1991..
 TF1891
 TF1891.The geoid height was determined by GEOID03.
 TF1891
 TF1891.The dynamic height is computed by dividing the NAVD 88
 TF1891.geopotential number by the normal gravity value computed on the
 TF1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1891.degrees latitude (g = 980.6199 gals.).
 TF1891
 TF1891.The modeled gravity was interpolated from observed gravity values.
 TF1891
 TF1891;                    North         East    Units  Estimated Accuracy
 TF1891;SPC ND N     -   222,470.      632,750.      MT  (+/- 180 meters Scaled)
 TF1891
 TF1891                          SUPERSEDED SURVEY CONTROL
 TF1891
 TF1891.No superseded survey control is available for this station.
 TF1891
 TF1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV230279(NAD 83)
 TF1891_MARKER: I = METAL ROD
 TF1891_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 TF1891_SP_SET: GALVANIZED STEEL ROD IN SLEEVE
 TF1891_STAMPING: 79 M 119
 TF1891_MARK LOGO: GSC   
 TF1891_PROJECTION: FLUSH
 TF1891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF1891+STABILITY: POSITION/ELEVATION WELL
 TF1891_ROD/PIPE-DEPTH: 8.5  meters
 TF1891_SLEEVE-DEPTH  : 8.3 meters
 TF1891
 TF1891  HISTORY     - Date     Condition        Report By
 TF1891  HISTORY     - 1979     MONUMENTED       GSC
 TF1891  HISTORY     - 1982     GOOD             NGS
 TF1891
 TF1891                          STATION DESCRIPTION
 TF1891
 TF1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1891'IN INTERNATIONAL PEACE GARDEN.
 TF1891'0.1 KM (0.05 MI) NORTH ALONG CANADA HIGHWAY 10 FROM THE INTERNATIONAL
 TF1891'BOUNDARY IN INTERNATIONAL PEACE GARDEN, UNDER A 0.36 METER (1.2 FT)
 TF1891'DIAMETER STEEL MANHOLE COVER AT THE CANADIAN CUSTOMS OFFICE, ALSO,
 TF1891'22.5 KM (14.0 MI) NORTH OF DUNSEITH, NORTH DAKOTA, 8.7 METERS
 TF1891'(28.5 FT) NORTH OF THE NORTHWEST CORNER OF THE CUSTOMS BUILDING,
 TF1891'2.8 METERS (9.2 FT) WEST OF A DOUBLE LIGHT POLE, AND 0.9 METER
 TF1891'(3.0 FT) EAST OF A CURB.
 TF1891'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1890 ***********************************************************************
 TF1890  DESIGNATION -  79M120
 TF1890  PID         -  TF1890
 TF1890  STATE/COUNTY-  ND/ROLETTE
 TF1890  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF1890
 TF1890                         *CURRENT SURVEY CONTROL
 TF1890  ___________________________________________________________________
 TF1890* NAD 83(1986)-  48 59 58.     (N)    100 03 13.     (W)     SCALED    
 TF1890* NAVD 88     -       696.628  (meters)    2285.52   (feet)  ADJUSTED  
 TF1890  ___________________________________________________________________
 TF1890  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF1890  DYNAMIC HT  -         696.794 (meters)    2286.07  (feet)  COMP
 TF1890  MODELED GRAV-     980,824.2   (mgal)                       NAVD 88
 TF1890
 TF1890  VERT ORDER  -  FIRST     CLASS II
 TF1890
 TF1890.The horizontal coordinates were scaled from a topographic map and have
 TF1890.an estimated accuracy of +/- 6 seconds.
 TF1890
 TF1890.The orthometric height was determined by differential leveling
 TF1890.and adjusted by the National Geodetic Survey in June 1991..
 TF1890
 TF1890.The geoid height was determined by GEOID03.
 TF1890
 TF1890.The dynamic height is computed by dividing the NAVD 88
 TF1890.geopotential number by the normal gravity value computed on the
 TF1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1890.degrees latitude (g = 980.6199 gals.).
 TF1890
 TF1890.The modeled gravity was interpolated from observed gravity values.
 TF1890
 TF1890;                    North         East    Units  Estimated Accuracy
 TF1890;SPC ND N     -   222,410.      632,670.      MT  (+/- 180 meters Scaled)
 TF1890
 TF1890                          SUPERSEDED SURVEY CONTROL
 TF1890
 TF1890.No superseded survey control is available for this station.
 TF1890
 TF1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV229279(NAD 83)
 TF1890_MARKER: I = METAL ROD
 TF1890_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 TF1890_SP_SET: GALVANIZED STEEL ROD IN SLEEVE
 TF1890_STAMPING: 79 M 120
 TF1890_MARK LOGO: GSC   
 TF1890_PROJECTION: FLUSH
 TF1890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF1890+STABILITY: POSITION/ELEVATION WELL
 TF1890_ROD/PIPE-DEPTH: 15.2 meters
 TF1890_SLEEVE-DEPTH  : 14.9 meters
 TF1890
 TF1890  HISTORY     - Date     Condition        Report By
 TF1890  HISTORY     - 1979     MONUMENTED       GSC
 TF1890  HISTORY     - 1982     GOOD             NGS
 TF1890
 TF1890                          STATION DESCRIPTION
 TF1890
 TF1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1890'IN INTERNATIONAL PEACE GARDEN.
 TF1890'IN INTERNATIONAL PEACE GARDEN, UNDER A 0.36 METER (1.2 FT) DIAMETER
 TF1890'STEEL MANHOLE COVER THAT IS ABOUT 200 METERS (656.0 FT) WEST OF THE
 TF1890'U.S. CUSTOMS OFFICE, ALSO, 22.5 KM (14.0 MI) NORTH OF DUNSEITH, NORTH
 TF1890'DAKOTA, 23.6 METERS (77.4 FT) NORTH OF CANADIAN FLAGPOLE AT THE
 TF1890'BOUNDARY, 19.6 METERS (64.3 FT) WEST OF THE CENTER OF A ROAD JOINING
 TF1890'THE CANADA-UNITED STATES FORMAL GARDENS, 6.8 METERS (22.3 FT)
 TF1890'NORTHWEST OF A CURB, AND 4.6 METERS (15.0 FT) NORTH OF THE NORTH END
 TF1890'OF A U.S.A. UNITED STATES-CANADA VISITOR DIRECTION SIGN.
 TF1890'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0577 ***********************************************************************
 RQ0577  DESIGNATION -  8 JES
 RQ0577  PID         -  RQ0577
 RQ0577  STATE/COUNTY-  ND/LOGAN
 RQ0577  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0577
 RQ0577                         *CURRENT SURVEY CONTROL
 RQ0577  ___________________________________________________________________
 RQ0577* NAD 83(1986)-  46 18 50.     (N)    099 46 14.     (W)     SCALED    
 RQ0577* NAVD 88     -       626.275  (meters)    2054.70   (feet)  ADJUSTED  
 RQ0577  ___________________________________________________________________
 RQ0577  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0577  DYNAMIC HT  -         626.246 (meters)    2054.61  (feet)  COMP
 RQ0577  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 RQ0577
 RQ0577  VERT ORDER  -  SECOND    CLASS 0
 RQ0577
 RQ0577.The horizontal coordinates were scaled from a topographic map and have
 RQ0577.an estimated accuracy of +/- 6 seconds.
 RQ0577
 RQ0577.The orthometric height was determined by differential leveling
 RQ0577.and adjusted by the National Geodetic Survey in June 1991..
 RQ0577
 RQ0577.The geoid height was determined by GEOID03.
 RQ0577
 RQ0577.The dynamic height is computed by dividing the NAVD 88
 RQ0577.geopotential number by the normal gravity value computed on the
 RQ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0577.degrees latitude (g = 980.6199 gals.).
 RQ0577
 RQ0577.The modeled gravity was interpolated from observed gravity values.
 RQ0577
 RQ0577;                    North         East    Units  Estimated Accuracy
 RQ0577;SPC ND S     -    72,200.      656,180.      MT  (+/- 180 meters Scaled)
 RQ0577
 RQ0577                          SUPERSEDED SURVEY CONTROL
 RQ0577
 RQ0577.No superseded survey control is available for this station.
 RQ0577
 RQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS406292(NAD 83)
 RQ0577_MARKER: DB = BENCH MARK DISK
 RQ0577_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0577_SP_SET: COPPER-CLAD STEEL ROD
 RQ0577_STAMPING: 8 JES 1976
 RQ0577_MARK LOGO: USGS  
 RQ0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0577
 RQ0577  HISTORY     - Date     Condition        Report By
 RQ0577  HISTORY     - 1976     MONUMENTED       USGS
 RQ0577
 RQ0577                          STATION DESCRIPTION
 RQ0577
 RQ0577'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0577'19.0 KM (11.80 MI) NW FROM WISHEK.
 RQ0577'WISHEK, 3.7 MILES NORTH AND 11.2 MILES WEST OF CITY HALL IN, 13 MILES
 RQ0577'SOUTH OF NAPOLEON, NEAR CORNER OF SECTIONS 19, 20, 29 AND 30, T. 133
 RQ0577'N., R. 72 W., 509 FEET NORTH AND 99 FEET WEST OF CROSSROADS, 2 FEET
 RQ0577'NORTH OF RIGHT-A-WAY HWY. SIGN, 5.5 FEET SOUTH AND 21 FEET WEST OF A
 RQ0577'POWER POLE, 2 FEET SOUTH AND IN LINE WITH A WITNESS POST AND SIGN, A
 RQ0577'STANDARD CAP SUPPORTED BY COPPER-COATED RODS AND SURROUNDED BY A
 RQ0577'PLASTIC TILE FILLED WITH GRAVEL AND STAMPED 8 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0578 ***********************************************************************
 RQ0578  DESIGNATION -  8 JES A
 RQ0578  PID         -  RQ0578
 RQ0578  STATE/COUNTY-  ND/LOGAN
 RQ0578  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0578
 RQ0578                         *CURRENT SURVEY CONTROL
 RQ0578  ___________________________________________________________________
 RQ0578* NAD 83(1986)-  46 19 33.     (N)    099 46 11.     (W)     SCALED    
 RQ0578* NAVD 88     -       598.806  (meters)    1964.58   (feet)  ADJUSTED  
 RQ0578  ___________________________________________________________________
 RQ0578  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RQ0578  DYNAMIC HT  -         598.779 (meters)    1964.49  (feet)  COMP
 RQ0578  MODELED GRAV-     980,550.6   (mgal)                       NAVD 88
 RQ0578
 RQ0578  VERT ORDER  -  SECOND    CLASS 0
 RQ0578
 RQ0578.The horizontal coordinates were scaled from a topographic map and have
 RQ0578.an estimated accuracy of +/- 6 seconds.
 RQ0578
 RQ0578.The orthometric height was determined by differential leveling
 RQ0578.and adjusted by the National Geodetic Survey in June 1991..
 RQ0578
 RQ0578.The geoid height was determined by GEOID03.
 RQ0578
 RQ0578.The dynamic height is computed by dividing the NAVD 88
 RQ0578.geopotential number by the normal gravity value computed on the
 RQ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0578.degrees latitude (g = 980.6199 gals.).
 RQ0578
 RQ0578.The modeled gravity was interpolated from observed gravity values.
 RQ0578
 RQ0578;                    North         East    Units  Estimated Accuracy
 RQ0578;SPC ND S     -    73,530.      656,240.      MT  (+/- 180 meters Scaled)
 RQ0578
 RQ0578                          SUPERSEDED SURVEY CONTROL
 RQ0578
 RQ0578.No superseded survey control is available for this station.
 RQ0578
 RQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS407305(NAD 83)
 RQ0578_MARKER: Q = CHISELED SQUARE
 RQ0578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0578_SP_SET: ON TOP OF CONCRETE CULVERT
 RQ0578_MARK LOGO: USGS  
 RQ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0578+STABILITY: SURFACE MOTION
 RQ0578
 RQ0578  HISTORY     - Date     Condition        Report By
 RQ0578  HISTORY     - 1976     MONUMENTED       USGS
 RQ0578
 RQ0578                          STATION DESCRIPTION
 RQ0578
 RQ0578'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0578'19.5 KM (12.10 MI) NW FROM WISHEK.
 RQ0578'0.9 MI. NORTH OF TABLET, NEAR CORNER OF SECTIONS 17, 18,
 RQ0578'19 AND 20, T. 133 N., R. 72 W., ON TOP OF EAST END OF 72-INCH
 RQ0578'CONCRETE CULVERT, 86 FEET SOUTH AND 48 FEET EAST OF CROSSROADS, A
 RQ0578'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0576 ***********************************************************************
 RQ0576  DESIGNATION -  8 JES RM
 RQ0576  PID         -  RQ0576
 RQ0576  STATE/COUNTY-  ND/LOGAN
 RQ0576  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0576
 RQ0576                         *CURRENT SURVEY CONTROL
 RQ0576  ___________________________________________________________________
 RQ0576* NAD 83(1986)-  46 18 42.     (N)    099 46 11.     (W)     SCALED    
 RQ0576* NAVD 88     -       623.013  (meters)    2044.00   (feet)  ADJUSTED  
 RQ0576  ___________________________________________________________________
 RQ0576  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 RQ0576  DYNAMIC HT  -         622.984 (meters)    2043.91  (feet)  COMP
 RQ0576  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 RQ0576
 RQ0576  VERT ORDER  -  SECOND    CLASS 0
 RQ0576
 RQ0576.The horizontal coordinates were scaled from a topographic map and have
 RQ0576.an estimated accuracy of +/- 6 seconds.
 RQ0576
 RQ0576.The orthometric height was determined by differential leveling
 RQ0576.and adjusted by the National Geodetic Survey in June 1991..
 RQ0576
 RQ0576.The geoid height was determined by GEOID03.
 RQ0576
 RQ0576.The dynamic height is computed by dividing the NAVD 88
 RQ0576.geopotential number by the normal gravity value computed on the
 RQ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0576.degrees latitude (g = 980.6199 gals.).
 RQ0576
 RQ0576.The modeled gravity was interpolated from observed gravity values.
 RQ0576
 RQ0576;                    North         East    Units  Estimated Accuracy
 RQ0576;SPC ND S     -    71,960.      656,250.      MT  (+/- 180 meters Scaled)
 RQ0576
 RQ0576                          SUPERSEDED SURVEY CONTROL
 RQ0576
 RQ0576.No superseded survey control is available for this station.
 RQ0576
 RQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS407289(NAD 83)
 RQ0576_MARKER: Z = SEE DESCRIPTION
 RQ0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0576_SP_SET: IN TOP OF METAL CULVERT
 RQ0576_MARK LOGO: USGS  
 RQ0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0576
 RQ0576  HISTORY     - Date     Condition        Report By
 RQ0576  HISTORY     - 1976     MONUMENTED       USGS
 RQ0576
 RQ0576                          STATION DESCRIPTION
 RQ0576
 RQ0576'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0576'19.0 KM (11.80 MI) NW FROM WISHEK.
 RQ0576'REFERENCE MARK NO. 8 1976, A PUNCHED HOLE IN THE SOUTH END OF AN
 RQ0576'18-INCH CORRUGATED METAL CULVERT, 32 FEET SOUTH AND 67 FEET EAST OF
 RQ0576'CROSS-RDS, 541 FEET SOUTH AND 166 FEET EAST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0652 ***********************************************************************
 SO0652  DESIGNATION -  8 JHR
 SO0652  PID         -  SO0652
 SO0652  STATE/COUNTY-  ND/MCKENZIE
 SO0652  USGS QUAD   -  CARTWRIGHT NE (1969)
 SO0652
 SO0652                         *CURRENT SURVEY CONTROL
 SO0652  ___________________________________________________________________
 SO0652* NAD 83(1986)-  47 52 32.     (N)    103 52 19.     (W)     SCALED    
 SO0652* NAVD 88     -       626.425  (meters)    2055.20   (feet)  ADJUSTED  
 SO0652  ___________________________________________________________________
 SO0652  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 SO0652  DYNAMIC HT  -         626.486 (meters)    2055.40  (feet)  COMP
 SO0652  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 SO0652
 SO0652  VERT ORDER  -  FIRST     CLASS II
 SO0652
 SO0652.The horizontal coordinates were scaled from a topographic map and have
 SO0652.an estimated accuracy of +/- 6 seconds.
 SO0652
 SO0652.The orthometric height was determined by differential leveling
 SO0652.and adjusted by the National Geodetic Survey in June 1991..
 SO0652
 SO0652.The geoid height was determined by GEOID03.
 SO0652
 SO0652.The dynamic height is computed by dividing the NAVD 88
 SO0652.geopotential number by the normal gravity value computed on the
 SO0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0652.degrees latitude (g = 980.6199 gals.).
 SO0652
 SO0652.The modeled gravity was interpolated from observed gravity values.
 SO0652
 SO0652;                    North         East    Units  Estimated Accuracy
 SO0652;SPC ND N     -   102,870.      347,860.      MT  (+/- 180 meters Scaled)
 SO0652
 SO0652                          SUPERSEDED SURVEY CONTROL
 SO0652
 SO0652.No superseded survey control is available for this station.
 SO0652
 SO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP843030(NAD 83)
 SO0652_MARKER: DB = BENCH MARK DISK
 SO0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0652_SP_SET: CONCRETE POST
 SO0652_STAMPING: 8 JHR 1968
 SO0652_MARK LOGO: USGS  
 SO0652_PROJECTION: PROJECTING 12 CENTIMETERS
 SO0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0652+STABILITY: SURFACE MOTION
 SO0652
 SO0652  HISTORY     - Date     Condition        Report By
 SO0652  HISTORY     - 1968     MONUMENTED       USGS
 SO0652  HISTORY     - 1981     GOOD             NGS
 SO0652
 SO0652                          STATION DESCRIPTION
 SO0652
 SO0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0652'14.8 KM (9.2 MI) EAST FROM FAIRVIEW.
 SO0652'14.8 KM (9.2 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SO0652'IN FAIRVIEW, 39.0 METERS (128.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 SO0652'HIGHWAY, 24.4 METERS (80.0 FT) NORTHEAST OF THE EXTENDED CENTER OF A
 SO0652'GRAVELEDED ROAD LEADING NORTH AND 0.4 METER (1.4 FT) NORTHWEST OF A
 SO0652'FENCE.
 SO0652'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 SO0652'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0628 ***********************************************************************
 TD0628  DESIGNATION -  829
 TD0628  PID         -  TD0628
 TD0628  STATE/COUNTY-  ND/PEMBINA
 TD0628  USGS QUAD   -  NECHE (1964)
 TD0628
 TD0628                         *CURRENT SURVEY CONTROL
 TD0628  ___________________________________________________________________
 TD0628* NAD 83(1986)-  48 59 28.     (N)    097 32 19.     (W)     SCALED    
 TD0628* NAVD 88     -       252.874  (meters)     829.64   (feet)  ADJUSTED  
 TD0628  ___________________________________________________________________
 TD0628  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 TD0628  DYNAMIC HT  -         252.952 (meters)     829.89  (feet)  COMP
 TD0628  MODELED GRAV-     980,914.2   (mgal)                       NAVD 88
 TD0628
 TD0628  VERT ORDER  -  SECOND    CLASS 0
 TD0628
 TD0628.The horizontal coordinates were scaled from a topographic map and have
 TD0628.an estimated accuracy of +/- 6 seconds.
 TD0628
 TD0628.The orthometric height was determined by differential leveling
 TD0628.and adjusted by the National Geodetic Survey in June 1991..
 TD0628
 TD0628.The geoid height was determined by GEOID03.
 TD0628
 TD0628.The dynamic height is computed by dividing the NAVD 88
 TD0628.geopotential number by the normal gravity value computed on the
 TD0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0628.degrees latitude (g = 980.6199 gals.).
 TD0628
 TD0628.The modeled gravity was interpolated from observed gravity values.
 TD0628
 TD0628;                    North         East    Units  Estimated Accuracy
 TD0628;SPC ND N     -   225,560.      816,690.      MT  (+/- 180 meters Scaled)
 TD0628
 TD0628                          SUPERSEDED SURVEY CONTROL
 TD0628
 TD0628  NGVD 29 (??/??/92)  252.48   (m)          828.3    (f) COMPUTED    2 0
 TD0628
 TD0628.Superseded values are not recommended for survey control.
 TD0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0628.See file dsdata.txt to determine how the superseded data were derived.
 TD0628
 TD0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV069274(NAD 83)
 TD0628_MARKER: DS = TRIANGULATION STATION DISK
 TD0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0628+STABILITY: SURFACE MOTION
 TD0628
 TD0628  HISTORY     - Date     Condition        Report By
 TD0628  HISTORY     - UNK      MONUMENTED       CGS
 TD0628  HISTORY     - 1935     GOOD             NGS
 TD0628
 TD0628                          STATION DESCRIPTION
 TD0628
 TD0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0628'1.0 MI N FROM NECHE.
 TD0628'1.0 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE GREAT NORTHERN RAILWAY
 TD0628'STATION AT NECHE, PEMBINA COUNTY, 0.9 MILE EAST ALONG A SECTION-LINE
 TD0628'ROAD, 0.1 MILE WEST OF THE NORTHEAST CORNER OF SECTION 31, T. 164 N.,
 TD0628'R. 53 W., 0.1 MILE EAST OF A FARMHOUSE DRIVEWAY, AT THE MIDDLE OF A
 TD0628'CULTIVATED FIELD, 205 FEET EAST OF A NORTH-AND-SOUTH FENCE, 150 FEET
 TD0628'SOUTH OF THE CENTERLINE OF THE ROAD, 138 FEET SOUTH OF THE SOUTH
 TD0628'RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION-STATION DISK, SET IN THE
 TD0628'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0443 ***********************************************************************
 SN0443  DESIGNATION -  9 FJH
 SN0443  PID         -  SN0443
 SN0443  STATE/COUNTY-  ND/MCHENRY
 SN0443  USGS QUAD   -  BALFOUR (1958)
 SN0443
 SN0443                         *CURRENT SURVEY CONTROL
 SN0443  ___________________________________________________________________
 SN0443* NAD 83(1986)-  47 58 11.     (N)    100 36 23.     (W)     SCALED    
 SN0443* NAVD 88     -       493.268  (meters)    1618.33   (feet)  ADJUSTED  
 SN0443  ___________________________________________________________________
 SN0443  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SN0443  DYNAMIC HT  -         493.337 (meters)    1618.56  (feet)  COMP
 SN0443  MODELED GRAV-     980,735.8   (mgal)                       NAVD 88
 SN0443
 SN0443  VERT ORDER  -  SECOND    CLASS 0
 SN0443
 SN0443.The horizontal coordinates were scaled from a topographic map and have
 SN0443.an estimated accuracy of +/- 6 seconds.
 SN0443
 SN0443.The orthometric height was determined by differential leveling
 SN0443.and adjusted by the National Geodetic Survey in June 1991..
 SN0443
 SN0443.The geoid height was determined by GEOID03.
 SN0443
 SN0443.The dynamic height is computed by dividing the NAVD 88
 SN0443.geopotential number by the normal gravity value computed on the
 SN0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0443.degrees latitude (g = 980.6199 gals.).
 SN0443
 SN0443.The modeled gravity was interpolated from observed gravity values.
 SN0443
 SN0443;                    North         East    Units  Estimated Accuracy
 SN0443;SPC ND N     -   107,820.      592,060.      MT  (+/- 180 meters Scaled)
 SN0443
 SN0443                          SUPERSEDED SURVEY CONTROL
 SN0443
 SN0443  NGVD 29 (??/??/92)  492.884  (m)         1617.07   (f) ADJ UNCH    2 0
 SN0443
 SN0443.Superseded values are not recommended for survey control.
 SN0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0443.See file dsdata.txt to determine how the superseded data were derived.
 SN0443
 SN0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU801141(NAD 83)
 SN0443_MARKER: DD = SURVEY DISK
 SN0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0443_STAMPING: 1617 9 FJH 1956
 SN0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0443+STABILITY: SURFACE MOTION
 SN0443
 SN0443  HISTORY     - Date     Condition        Report By
 SN0443  HISTORY     - 1956     MONUMENTED       USGS
 SN0443  HISTORY     - 1962     GOOD             NGS
 SN0443
 SN0443                          STATION DESCRIPTION
 SN0443
 SN0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0443'3.7 MI W FROM BALFOUR.
 SN0443'ABOUT 3.7 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0443'BALFOUR, AT A GRADED ROAD CROSSING, 138.5 FEET NORTH OF THE CENTERLINE
 SN0443'OF THE INTERSECTION, 95 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SN0443'RAILROAD CROSSING, 61 FEET SOUTH OF THE SOUTH RAIL, 40.5 FEET EAST OF
 SN0443'THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF A TELEPHONE POLE, 1 FOOT
 SN0443'WEST OF A WITNESS POST, A DISK IN THE TOP OF A CONCRETE POST
 SN0443'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0579 ***********************************************************************
 RQ0579  DESIGNATION -  9 JES
 RQ0579  PID         -  RQ0579
 RQ0579  STATE/COUNTY-  ND/LOGAN
 RQ0579  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0579
 RQ0579                         *CURRENT SURVEY CONTROL
 RQ0579  ___________________________________________________________________
 RQ0579* NAD 83(1986)-  46 20 26.     (N)    099 46 14.     (W)     SCALED    
 RQ0579* NAVD 88     -       624.737  (meters)    2049.66   (feet)  ADJUSTED  
 RQ0579  ___________________________________________________________________
 RQ0579  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RQ0579  DYNAMIC HT  -         624.711 (meters)    2049.57  (feet)  COMP
 RQ0579  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 RQ0579
 RQ0579  VERT ORDER  -  SECOND    CLASS 0
 RQ0579
 RQ0579.The horizontal coordinates were scaled from a topographic map and have
 RQ0579.an estimated accuracy of +/- 6 seconds.
 RQ0579
 RQ0579.The orthometric height was determined by differential leveling
 RQ0579.and adjusted by the National Geodetic Survey in June 1991..
 RQ0579
 RQ0579.The geoid height was determined by GEOID03.
 RQ0579
 RQ0579.The dynamic height is computed by dividing the NAVD 88
 RQ0579.geopotential number by the normal gravity value computed on the
 RQ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0579.degrees latitude (g = 980.6199 gals.).
 RQ0579
 RQ0579.The modeled gravity was interpolated from observed gravity values.
 RQ0579
 RQ0579;                    North         East    Units  Estimated Accuracy
 RQ0579;SPC ND S     -    75,170.      656,160.      MT  (+/- 180 meters Scaled)
 RQ0579
 RQ0579                          SUPERSEDED SURVEY CONTROL
 RQ0579
 RQ0579.No superseded survey control is available for this station.
 RQ0579
 RQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS407321(NAD 83)
 RQ0579_MARKER: DB = BENCH MARK DISK
 RQ0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0579_SP_SET: COPPER-CLAD STEEL ROD
 RQ0579_STAMPING: 9 JES 1976
 RQ0579_MARK LOGO: USGS  
 RQ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0579
 RQ0579  HISTORY     - Date     Condition        Report By
 RQ0579  HISTORY     - 1976     MONUMENTED       USGS
 RQ0579
 RQ0579                          STATION DESCRIPTION
 RQ0579
 RQ0579'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0579'17.7 KM (11.00 MI) SOUTH FROM WISHEK.
 RQ0579'WISHEK, 5.7 MILES NORTH AND 11.2 MILES WEST OF CITY HALL IN, 11 MILES
 RQ0579'SOUTH OF NAPOLEON, NEAR CORNER OF SECTIONS 7, 8, 17 AND 18, T. 133
 RQ0579'N., R. 72 W., 34.5 FEET SOUTH AND 178 FEET WEST OF ROAD AT EAST-WEST
 RQ0579'TRAILS, 3 FEET NORTH OF A FENCE POST, 3 FEET NORTH AND 2.5 FEET EAST
 RQ0579'OF A WITNESS POST AND SIGN, A STANDARD CAP SUPPORTED BY COPPER COATED
 RQ0579'RODS AND SURROUNDED BY A PLASTIC TILE FILLED WITH GRAVEL AND STAMPED
 RQ0579'9 JES 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0581 ***********************************************************************
 RQ0581  DESIGNATION -  9 JES A
 RQ0581  PID         -  RQ0581
 RQ0581  STATE/COUNTY-  ND/LOGAN
 RQ0581  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0581
 RQ0581                         *CURRENT SURVEY CONTROL
 RQ0581  ___________________________________________________________________
 RQ0581* NAD 83(1986)-  46 21 18.     (N)    099 46 10.     (W)     SCALED    
 RQ0581* NAVD 88     -       627.669  (meters)    2059.28   (feet)  ADJUSTED  
 RQ0581  ___________________________________________________________________
 RQ0581  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RQ0581  DYNAMIC HT  -         627.645 (meters)    2059.20  (feet)  COMP
 RQ0581  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 RQ0581
 RQ0581  VERT ORDER  -  SECOND    CLASS 0
 RQ0581
 RQ0581.The horizontal coordinates were scaled from a topographic map and have
 RQ0581.an estimated accuracy of +/- 6 seconds.
 RQ0581
 RQ0581.The orthometric height was determined by differential leveling
 RQ0581.and adjusted by the National Geodetic Survey in June 1991..
 RQ0581
 RQ0581.The geoid height was determined by GEOID03.
 RQ0581
 RQ0581.The dynamic height is computed by dividing the NAVD 88
 RQ0581.geopotential number by the normal gravity value computed on the
 RQ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0581.degrees latitude (g = 980.6199 gals.).
 RQ0581
 RQ0581.The modeled gravity was interpolated from observed gravity values.
 RQ0581
 RQ0581;                    North         East    Units  Estimated Accuracy
 RQ0581;SPC ND S     -    76,770.      656,230.      MT  (+/- 180 meters Scaled)
 RQ0581
 RQ0581                          SUPERSEDED SURVEY CONTROL
 RQ0581
 RQ0581.No superseded survey control is available for this station.
 RQ0581
 RQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS408337(NAD 83)
 RQ0581_MARKER: Q = CHISELED SQUARE
 RQ0581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0581_SP_SET: ON TOP OF CONCRETE CULVERT
 RQ0581_MARK LOGO: USGS  
 RQ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0581+STABILITY: SURFACE MOTION
 RQ0581
 RQ0581  HISTORY     - Date     Condition        Report By
 RQ0581  HISTORY     - 1976     MONUMENTED       USGS
 RQ0581
 RQ0581                          STATION DESCRIPTION
 RQ0581
 RQ0581'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0581'16.1 KM (10.00 MI) SOUTH FROM NAPOLEON.
 RQ0581'1 MILE NORTH OF TABLET, NEAR CORNER OF SECTIONS 5, 6, 7
 RQ0581'AND 8, T. 133 N., R. 72 W., 47 FEET SOUTH AND 25 FEET EAST OF
 RQ0581'CROSSROADS, ON TOP OF A 72-INCH CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0580 ***********************************************************************
 RQ0580  DESIGNATION -  9 JES RM
 RQ0580  PID         -  RQ0580
 RQ0580  STATE/COUNTY-  ND/LOGAN
 RQ0580  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0580
 RQ0580                         *CURRENT SURVEY CONTROL
 RQ0580  ___________________________________________________________________
 RQ0580* NAD 83(1986)-  46 20 26.     (N)    099 46 15.     (W)     SCALED    
 RQ0580* NAVD 88     -       624.783  (meters)    2049.81   (feet)  ADJUSTED  
 RQ0580  ___________________________________________________________________
 RQ0580  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RQ0580  DYNAMIC HT  -         624.757 (meters)    2049.72  (feet)  COMP
 RQ0580  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 RQ0580
 RQ0580  VERT ORDER  -  SECOND    CLASS 0
 RQ0580
 RQ0580.The horizontal coordinates were scaled from a topographic map and have
 RQ0580.an estimated accuracy of +/- 6 seconds.
 RQ0580
 RQ0580.The orthometric height was determined by differential leveling
 RQ0580.and adjusted by the National Geodetic Survey in June 1991..
 RQ0580
 RQ0580.The geoid height was determined by GEOID03.
 RQ0580
 RQ0580.The dynamic height is computed by dividing the NAVD 88
 RQ0580.geopotential number by the normal gravity value computed on the
 RQ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0580.degrees latitude (g = 980.6199 gals.).
 RQ0580
 RQ0580.The modeled gravity was interpolated from observed gravity values.
 RQ0580
 RQ0580;                    North         East    Units  Estimated Accuracy
 RQ0580;SPC ND S     -    75,170.      656,130.      MT  (+/- 180 meters Scaled)
 RQ0580
 RQ0580                          SUPERSEDED SURVEY CONTROL
 RQ0580
 RQ0580.No superseded survey control is available for this station.
 RQ0580
 RQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS406321(NAD 83)
 RQ0580_MARKER: Q = CHISELED SQUARE
 RQ0580_SETTING: 80 = SET IN A BOULDER
 RQ0580_SP_SET: BOULDER
 RQ0580_MARK LOGO: USGS  
 RQ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0580+STABILITY: SURFACE MOTION
 RQ0580
 RQ0580  HISTORY     - Date     Condition        Report By
 RQ0580  HISTORY     - 1976     MONUMENTED       USGS
 RQ0580
 RQ0580                          STATION DESCRIPTION
 RQ0580
 RQ0580'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0580'17.7 KM (11.00 MI) SOUTH FROM NAPOLEON.
 RQ0580'REFERENCE MARK 9 1976, A CHISELED SQUARE ON A 2 BY 3 FT. BOULDER, 1.5
 RQ0580'FEET HIGHER THAN GROUND, 38.5 FEET SOUTH AND 216 FEET WEST OF ROAD AT
 RQ0580'EAST-WEST TRAILS, 4 FEET SOUTH AND 38 FEET WEST OF TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0314 ***********************************************************************
 RP0314  DESIGNATION -  905
 RP0314  PID         -  RP0314
 RP0314  STATE/COUNTY-  ND/CASS
 RP0314  USGS QUAD   -  FARGO SOUTH (1993)
 RP0314
 RP0314                         *CURRENT SURVEY CONTROL
 RP0314  ___________________________________________________________________
 RP0314* NAD 83(1986)-  46 52 20.     (N)    096 47 36.     (W)     SCALED    
 RP0314* NAVD 88     -       275.516  (meters)     903.92   (feet)  POSTED    
 RP0314  ___________________________________________________________________
 RP0314  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP0314  DYNAMIC HT  -         275.540 (meters)     904.00  (feet)  COMP
 RP0314  MODELED GRAV-     980,694.3   (mgal)                       NAVD 88
 RP0314
 RP0314  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RP0314
 RP0314.The horizontal coordinates were scaled from a topographic map and have
 RP0314.an estimated accuracy of +/- 6 seconds.
 RP0314
 RP0314.The orthometric height was determined by differential leveling
 RP0314.and adjusted by the National Geodetic Survey in 1992..
 RP0314.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RP0314.rate of 1.1 thru 2.0 mm/km.
 RP0314
 RP0314.The geoid height was determined by GEOID03.
 RP0314
 RP0314.The dynamic height is computed by dividing the NAVD 88
 RP0314.geopotential number by the normal gravity value computed on the
 RP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0314.degrees latitude (g = 980.6199 gals.).
 RP0314
 RP0314.The modeled gravity was interpolated from observed gravity values.
 RP0314
 RP0314;                    North         East    Units  Estimated Accuracy
 RP0314;SPC ND S     -   140,670.      882,460.      MT  (+/- 180 meters Scaled)
 RP0314
 RP0314                          SUPERSEDED SURVEY CONTROL
 RP0314
 RP0314  NGVD 29 (??/??/92)  275.224  (m)          902.96   (f) ADJ UNCH    1 2
 RP0314
 RP0314.Superseded values are not recommended for survey control.
 RP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0314.See file dsdata.txt to determine how the superseded data were derived.
 RP0314
 RP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS681933(NAD 83)
 RP0314_MARKER: P = PIPE CAP
 RP0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0314_STAMPING: 902.902
 RP0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0314
 RP0314  HISTORY     - Date     Condition        Report By
 RP0314  HISTORY     - UNK      MONUMENTED       USDA
 RP0314  HISTORY     - 1963     GOOD             NGS
 RP0314  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0314
 RP0314                          STATION DESCRIPTION
 RP0314
 RP0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0314'IN FARGO.
 RP0314'AT THE CASS COUNTY COURTHOUSE.  AT FARGO, CASS COUNTY, AT THE FARGO
 RP0314'COURTHOUSE, 17.9 FEET SOUTH OF THE CENTER OF THE EAST ENTRANCE, IN THE
 RP0314'COURTHOUSE YARD, AND 33 FEET WEST OF THE SIDEWALK.  AN OFFICE OF
 RP0314'EXPERIMENT STATIONS STANDARD CAP, STAMPED 902.902 AND SCREWED ON THE
 RP0314'TOP OF A 3-1/2 INCH IRON PIPE.
 RP0314
 RP0314                          STATION RECOVERY (1982)
 RP0314
 RP0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0314'NOT RECOVERED, PROBABLY TAKEN OUT WHEN COURTHOUSE ADDITION WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0497 ***********************************************************************
 SL0497  DESIGNATION -  907
 SL0497  PID         -  SL0497
 SL0497  STATE/COUNTY-  ND/TRAILL
 SL0497  USGS QUAD   -  HILLSBORO (1984)
 SL0497
 SL0497                         *CURRENT SURVEY CONTROL
 SL0497  ___________________________________________________________________
 SL0497* NAD 83(1986)-  47 24 13.     (N)    097 03 47.     (W)     SCALED    
 SL0497* NAVD 88     -       275.919  (meters)     905.24   (feet)  ADJUSTED  
 SL0497  ___________________________________________________________________
 SL0497  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL0497  DYNAMIC HT  -         275.957 (meters)     905.37  (feet)  COMP
 SL0497  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 SL0497
 SL0497  VERT ORDER  -  SECOND    CLASS 0
 SL0497
 SL0497.The horizontal coordinates were scaled from a topographic map and have
 SL0497.an estimated accuracy of +/- 6 seconds.
 SL0497
 SL0497.The orthometric height was determined by differential leveling
 SL0497.and adjusted by the National Geodetic Survey in June 1991..
 SL0497
 SL0497.The geoid height was determined by GEOID03.
 SL0497
 SL0497.The dynamic height is computed by dividing the NAVD 88
 SL0497.geopotential number by the normal gravity value computed on the
 SL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0497.degrees latitude (g = 980.6199 gals.).
 SL0497
 SL0497.The modeled gravity was interpolated from observed gravity values.
 SL0497
 SL0497;                    North         East    Units  Estimated Accuracy
 SL0497;SPC ND N     -    50,660.      859,340.      MT  (+/- 180 meters Scaled)
 SL0497
 SL0497                          SUPERSEDED SURVEY CONTROL
 SL0497
 SL0497  NGVD 29 (??/??/92)  275.560  (m)          904.07   (f) ADJ UNCH    2 0
 SL0497
 SL0497.Superseded values are not recommended for survey control.
 SL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0497.See file dsdata.txt to determine how the superseded data were derived.
 SL0497
 SL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT461518(NAD 83)
 SL0497_MARKER: P = PIPE CAP
 SL0497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0497_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0497_STAMPING: 907
 SL0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0497
 SL0497  HISTORY     - Date     Condition        Report By
 SL0497  HISTORY     - UNK      MONUMENTED       USDA
 SL0497  HISTORY     - 1934     GOOD             NGS
 SL0497
 SL0497                          STATION DESCRIPTION
 SL0497
 SL0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0497'IN HILLSBORO.
 SL0497'AT HILLSBORO, TRAILL COUNTY, ABOUT 85 FEET DUE EAST FROM THE NORTH
 SL0497'EDGE OF THE COUNTY COURTHOUSE, AND IN THE LAWN OF THE OFFICE OF THE
 SL0497'EXPERIMENTAL STATION.  A UNITED STATES DEPARTMENT OF AGRICULTURE
 SL0497'STANDARD CAP, STAMPED 907 AND FASTENED ON THE TOP OF A 3-INCH IRON
 SL0497'PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0374 ***********************************************************************
 RP0374  DESIGNATION -  934
 RP0374  PID         -  RP0374
 RP0374  STATE/COUNTY-  ND/RICHLAND
 RP0374  USGS QUAD   -  CHRISTINE (1979)
 RP0374
 RP0374                         *CURRENT SURVEY CONTROL
 RP0374  ___________________________________________________________________
 RP0374* NAD 83(1986)-  46 30 00.     (N)    096 45 26.     (W)     SCALED    
 RP0374* NAVD 88     -       284.612  (meters)     933.76   (feet)  ADJUSTED  
 RP0374  ___________________________________________________________________
 RP0374  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP0374  DYNAMIC HT  -         284.631 (meters)     933.83  (feet)  COMP
 RP0374  MODELED GRAV-     980,673.5   (mgal)                       NAVD 88
 RP0374
 RP0374  VERT ORDER  -  SECOND    CLASS 0
 RP0374
 RP0374.The horizontal coordinates were scaled from a topographic map and have
 RP0374.an estimated accuracy of +/- 6 seconds.
 RP0374
 RP0374.The orthometric height was determined by differential leveling
 RP0374.and adjusted by the National Geodetic Survey in June 1991..
 RP0374
 RP0374.The geoid height was determined by GEOID03.
 RP0374
 RP0374.The dynamic height is computed by dividing the NAVD 88
 RP0374.geopotential number by the normal gravity value computed on the
 RP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0374.degrees latitude (g = 980.6199 gals.).
 RP0374
 RP0374.The modeled gravity was interpolated from observed gravity values.
 RP0374
 RP0374;                    North         East    Units  Estimated Accuracy
 RP0374;SPC ND S     -    99,470.      887,180.      MT  (+/- 180 meters Scaled)
 RP0374
 RP0374                          SUPERSEDED SURVEY CONTROL
 RP0374
 RP0374  NGVD 29 (??/??/92)  284.31   (m)          932.8    (f) COMPUTED    2 0
 RP0374
 RP0374.Superseded values are not recommended for survey control.
 RP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0374.See file dsdata.txt to determine how the superseded data were derived.
 RP0374
 RP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS720520(NAD 83)
 RP0374_MARKER: P = PIPE CAP
 RP0374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0374_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0374_STAMPING: 934
 RP0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0374
 RP0374  HISTORY     - Date     Condition        Report By
 RP0374  HISTORY     - UNK      MONUMENTED       USGS
 RP0374  HISTORY     - 1934     GOOD             NGS
 RP0374
 RP0374                          STATION DESCRIPTION
 RP0374
 RP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RP0374'3.8 MI NW FROM ABERCROMBIE.
 RP0374'ALONG THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 5 POLES
 RP0374'SOUTH OF MILEPOLE NO. 89.  25 FEET SOUTH OF THE CENTERLINE OF PUBLIC
 RP0374'ROAD CROSSING, 55 FEET SOUTH OF ENLOE STATION, 30 FEET WEST OF THE
 RP0374'CENTERLINE OF THE TRACK AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0375 ***********************************************************************
 RP0375  DESIGNATION -  934 RESET
 RP0375  PID         -  RP0375
 RP0375  STATE/COUNTY-  ND/RICHLAND
 RP0375  USGS QUAD   -  CHRISTINE (1979)
 RP0375
 RP0375                         *CURRENT SURVEY CONTROL
 RP0375  ___________________________________________________________________
 RP0375* NAD 83(1986)-  46 30 00.     (N)    096 45 26.     (W)     SCALED    
 RP0375* NAVD 88     -       284.683  (meters)     934.00   (feet)  ADJUSTED  
 RP0375  ___________________________________________________________________
 RP0375  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP0375  DYNAMIC HT  -         284.702 (meters)     934.06  (feet)  COMP
 RP0375  MODELED GRAV-     980,673.5   (mgal)                       NAVD 88
 RP0375
 RP0375  VERT ORDER  -  FIRST     CLASS II
 RP0375
 RP0375.The horizontal coordinates were scaled from a topographic map and have
 RP0375.an estimated accuracy of +/- 6 seconds.
 RP0375
 RP0375.The orthometric height was determined by differential leveling
 RP0375.and adjusted by the National Geodetic Survey in June 1991..
 RP0375.WARNING-Repeat measurements at this control monument indicate possible
 RP0375.vertical movement.
 RP0375
 RP0375.The geoid height was determined by GEOID03.
 RP0375
 RP0375.The dynamic height is computed by dividing the NAVD 88
 RP0375.geopotential number by the normal gravity value computed on the
 RP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0375.degrees latitude (g = 980.6199 gals.).
 RP0375
 RP0375.The modeled gravity was interpolated from observed gravity values.
 RP0375
 RP0375;                    North         East    Units  Estimated Accuracy
 RP0375;SPC ND S     -    99,470.      887,180.      MT  (+/- 180 meters Scaled)
 RP0375
 RP0375                          SUPERSEDED SURVEY CONTROL
 RP0375
 RP0375  NGVD 29 (??/??/92)  284.349  (m)          932.90   (f) ADJ UNCH    1 2
 RP0375
 RP0375.Superseded values are not recommended for survey control.
 RP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0375.See file dsdata.txt to determine how the superseded data were derived.
 RP0375
 RP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS720520(NAD 83)
 RP0375_MARKER: P = PIPE CAP
 RP0375_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0375_SP_SET: METAL PIPE IMBEDDED IN GROUND
 RP0375_STAMPING: 934 RESET 1940
 RP0375_MARK LOGO: USGS  
 RP0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0375+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP0375
 RP0375  HISTORY     - Date     Condition        Report By
 RP0375  HISTORY     - 1940     MONUMENTED       CGS
 RP0375  HISTORY     - 1962     GOOD             NGS
 RP0375  HISTORY     - 19900723 GOOD             NGS
 RP0375
 RP0375                          STATION DESCRIPTION
 RP0375
 RP0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0375'3.8 MI NW FROM ABERCROMBIE.
 RP0375'3.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0375'RAILROAD FROM THE STATION AT ABERCROMBIE, RICHLAND COUNTY, 55 FEET
 RP0375'SOUTH OF THE STATION AT ENSLOE, ABOUT 5 POLES SOUTH OF MILEPOST 89, AT
 RP0375'A PUBLIC-ROAD CROSSING, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RP0375'30 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 3 FEET NORTH OF A
 RP0375'WHITE POST MARKED U.S.B.M.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 RP0375'CAP, STAMPED 934 RESET 1940 AND RIVETED ON THE TOP OF A 3 1/2-INCH
 RP0375'IRON PIPE.
 RP0375
 RP0375                          STATION RECOVERY (1990)
 RP0375
 RP0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0375'6.1 KM (3.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0375'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 37.0 M (121.4 FT)
 RP0375'NORTHEAST OF THE ROAD CENTERLINE, 9.7 M (31.8 FT) SOUTH OF AND LEVEL
 RP0375'WITH THE CENTERLINE OF COUNTY ROAD 28, 7.1 M (23.3 FT) NORTHEAST OF
 RP0375'UTILITY POLE NUMBER 166 19 1 2 1, 0.3 M (1.0 FT) NORTH OF A WITNESS
 RP0375'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 RP0375'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1170 ***********************************************************************
 RP1170  DESIGNATION -  947 1 FK
 RP1170  PID         -  RP1170
 RP1170  STATE/COUNTY-  ND/RICHLAND
 RP1170  USGS QUAD   -  DWIGHT (1979)
 RP1170
 RP1170                         *CURRENT SURVEY CONTROL
 RP1170  ___________________________________________________________________
 RP1170* NAD 83(1986)-  46 20 28.     (N)    096 44 14.     (W)     SCALED    
 RP1170* NAVD 88     -       289.079  (meters)     948.42   (feet)  ADJUSTED  
 RP1170  ___________________________________________________________________
 RP1170  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 RP1170  DYNAMIC HT  -         289.088 (meters)     948.45  (feet)  COMP
 RP1170  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 RP1170
 RP1170  VERT ORDER  -  FIRST     CLASS II
 RP1170
 RP1170.The horizontal coordinates were scaled from a topographic map and have
 RP1170.an estimated accuracy of +/- 6 seconds.
 RP1170
 RP1170.The orthometric height was determined by differential leveling
 RP1170.and adjusted by the National Geodetic Survey in June 1991..
 RP1170
 RP1170.The geoid height was determined by GEOID03.
 RP1170
 RP1170.The dynamic height is computed by dividing the NAVD 88
 RP1170.geopotential number by the normal gravity value computed on the
 RP1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1170.degrees latitude (g = 980.6199 gals.).
 RP1170
 RP1170.The modeled gravity was interpolated from observed gravity values.
 RP1170
 RP1170;                    North         East    Units  Estimated Accuracy
 RP1170;SPC ND S     -    81,910.      889,560.      MT  (+/- 180 meters Scaled)
 RP1170
 RP1170                          SUPERSEDED SURVEY CONTROL
 RP1170
 RP1170.No superseded survey control is available for this station.
 RP1170
 RP1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741344(NAD 83)
 RP1170_MARKER: DD = SURVEY DISK
 RP1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1170_SP_SET: CONCRETE POST
 RP1170_STAMPING: 947 1 FK 1958
 RP1170_MARK LOGO: USGS  
 RP1170_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1170+STABILITY: SURFACE MOTION
 RP1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1170+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1170
 RP1170  HISTORY     - Date     Condition        Report By
 RP1170  HISTORY     - 1958     MONUMENTED       USGS
 RP1170  HISTORY     - 19900723 GOOD             NGS
 RP1170
 RP1170                          STATION DESCRIPTION
 RP1170
 RP1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1170'11.8 KM (7.3 MI) SOUTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP1170'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 101.6 M (333.3 FT)
 RP1170'NORTH OF THE CENTER OF A SECTION LINE ROAD, 30.9 M (101.4 FT) WEST OF
 RP1170'THE ROAD CENTERLINE, 1.0 M (3.3 FT) SOUTH OF A UTILITY POLE, 0.6 M
 RP1170'(2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTH OF A
 RP1170'WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 RP1170'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0271 ***********************************************************************
 RP0271  DESIGNATION -  964
 RP0271  PID         -  RP0271
 RP0271  STATE/COUNTY-  ND/RICHLAND
 RP0271  USGS QUAD   -  WAHPETON (1979)
 RP0271
 RP0271                         *CURRENT SURVEY CONTROL
 RP0271  ___________________________________________________________________
 RP0271* NAD 83(1986)-  46 15 54.     (N)    096 36 20.     (W)     SCALED    
 RP0271* NAVD 88     -       293.837  (meters)     964.03   (feet)  ADJUSTED  
 RP0271  ___________________________________________________________________
 RP0271  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RP0271  DYNAMIC HT  -         293.842 (meters)     964.05  (feet)  COMP
 RP0271  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 RP0271
 RP0271  VERT ORDER  -  FIRST     CLASS II
 RP0271
 RP0271.The horizontal coordinates were scaled from a topographic map and have
 RP0271.an estimated accuracy of +/- 6 seconds.
 RP0271
 RP0271.The orthometric height was determined by differential leveling
 RP0271.and adjusted by the National Geodetic Survey in June 1991..
 RP0271.WARNING-Repeat measurements at this control monument indicate possible
 RP0271.vertical movement.
 RP0271
 RP0271.The geoid height was determined by GEOID03.
 RP0271
 RP0271.The dynamic height is computed by dividing the NAVD 88
 RP0271.geopotential number by the normal gravity value computed on the
 RP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0271.degrees latitude (g = 980.6199 gals.).
 RP0271
 RP0271.The modeled gravity was interpolated from observed gravity values.
 RP0271
 RP0271;                    North         East    Units  Estimated Accuracy
 RP0271;SPC ND S     -    73,950.      900,110.      MT  (+/- 180 meters Scaled)
 RP0271
 RP0271                          SUPERSEDED SURVEY CONTROL
 RP0271
 RP0271  NGVD 29 (??/??/92)  293.491  (m)          962.90   (f) ADJ UNCH    1 2
 RP0271
 RP0271.Superseded values are not recommended for survey control.
 RP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0271.See file dsdata.txt to determine how the superseded data were derived.
 RP0271
 RP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS845262(NAD 83)
 RP0271_MARKER: P = PIPE CAP
 RP0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0271_SP_SET: METAL PIPE IMBEDDED IN GROUND
 RP0271_STAMPING: 964
 RP0271_MARK LOGO: USGS  
 RP0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0271+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 RP0271
 RP0271  HISTORY     - Date     Condition        Report By
 RP0271  HISTORY     - UNK      MONUMENTED       USGS
 RP0271  HISTORY     - 1963     GOOD             NGS
 RP0271  HISTORY     - 19900724 GOOD             NGS
 RP0271
 RP0271                          STATION DESCRIPTION
 RP0271
 RP0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0271'IN WAHPETON.
 RP0271'AT WAHPETON, RICHLAND COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 RP0271'SOUTHEAST CORNER OF THE YARD, 12 FEET EAST OF THE EAST END OF THE
 RP0271'MEMORIAL MONUMENT, IN THE NORTH END OF THE TRIANGLE FORMED BY THE
 RP0271'SIDEWALK, AND 2.3 FEET SOUTHWEST OF A WHITE POST MARKED U.S.B.M.  A
 RP0271'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 964 AND RIVETED
 RP0271'ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 RP0271
 RP0271                          STATION RECOVERY (1990)
 RP0271
 RP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0271'IN WAHPETON, AT THE INTERSECTION OF 4TH STREET NORTH AND 2ND AVENUE,
 RP0271'29.3 M (96.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE,
 RP0271'20.6 M (67.6 FT) NORTH OF THE CENTER OF THE AVENUE, 13.8 M (45.3 FT)
 RP0271'WEST OF THE CENTER OF THE STREET, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 RP0271'THE STREET, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 RP0271'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0231 ***********************************************************************
 RP0231  DESIGNATION -  979 W RESET
 RP0231  PID         -  RP0231
 RP0231  STATE/COUNTY-  ND/RICHLAND
 RP0231  USGS QUAD   -  SONORA (1972)
 RP0231
 RP0231                         *CURRENT SURVEY CONTROL
 RP0231  ___________________________________________________________________
 RP0231* NAD 83(1986)-  46 06 31.     (N)    096 38 16.     (W)     SCALED    
 RP0231* NAVD 88     -       298.390  (meters)     978.97   (feet)  ADJUSTED  
 RP0231  ___________________________________________________________________
 RP0231  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 RP0231  DYNAMIC HT  -         298.390 (meters)     978.97  (feet)  COMP
 RP0231  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RP0231
 RP0231  VERT ORDER  -  FIRST     CLASS II
 RP0231
 RP0231.The horizontal coordinates were scaled from a topographic map and have
 RP0231.an estimated accuracy of +/- 6 seconds.
 RP0231
 RP0231.The orthometric height was determined by differential leveling
 RP0231.and adjusted by the National Geodetic Survey in June 1991..
 RP0231
 RP0231.The geoid height was determined by GEOID03.
 RP0231
 RP0231.The dynamic height is computed by dividing the NAVD 88
 RP0231.geopotential number by the normal gravity value computed on the
 RP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0231.degrees latitude (g = 980.6199 gals.).
 RP0231
 RP0231.The modeled gravity was interpolated from observed gravity values.
 RP0231
 RP0231;                    North         East    Units  Estimated Accuracy
 RP0231;SPC ND S     -    56,460.      898,480.      MT  (+/- 180 meters Scaled)
 RP0231
 RP0231                          SUPERSEDED SURVEY CONTROL
 RP0231
 RP0231  NGVD 29 (??/??/92)  298.177  (m)          978.27   (f) ADJ UNCH    1 2
 RP0231
 RP0231.Superseded values are not recommended for survey control.
 RP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0231.See file dsdata.txt to determine how the superseded data were derived.
 RP0231
 RP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS825088(NAD 83)
 RP0231_MARKER: P = PIPE CAP
 RP0231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0231_STAMPING: W 978.269
 RP0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0231
 RP0231  HISTORY     - Date     Condition        Report By
 RP0231  HISTORY     - 1904     MONUMENTED       USGS
 RP0231  HISTORY     - 1904     GOOD             USGS
 RP0231  HISTORY     - 1934     GOOD             NGS
 RP0231  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0231
 RP0231                          STATION DESCRIPTION
 RP0231
 RP0231'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 RP0231'3.6 MI N FROM FAIRMOUNT.
 RP0231'3.6 MILES NORTH AND 2 MILES WEST OF FAIRMOUNT, RICHLAND COUNTY, AT THE
 RP0231'NORTHEAST CORNER OF SEC. 1, T. 130 N., R. 48 W., 36 FEET SOUTHWEST OF
 RP0231'THE CROSSROADS, 28 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 RP0231'ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD AND AT
 RP0231'THE EDGE OF A BANK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP
 RP0231'STAMPED W 978.269 AND RIVETED TO THE TOP OF A 3 1/2-INCH IRON PIPE
 RP0231'PROJECTING 3 INCHES ABOVE THE GROUND. NOTE-- THE POST HAS BEEN RESET
 RP0231'IN CEMENT AT ITS OLD LOCATION.
 RP0231
 RP0231                          STATION RECOVERY (1934)
 RP0231
 RP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RP0231'RECOVERED IN GOOD CONDITION.
 RP0231
 RP0231                          STATION RECOVERY (1990)
 RP0231
 RP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0224 ***********************************************************************
 RP0224  DESIGNATION -  A
 RP0224  PID         -  RP0224
 RP0224  STATE/COUNTY-  ND/RICHLAND
 RP0224  USGS QUAD   -  FAIRMOUNT (1973)
 RP0224
 RP0224                         *CURRENT SURVEY CONTROL
 RP0224  ___________________________________________________________________
 RP0224* NAD 83(1986)-  46 03 54.     (N)    096 36 22.     (W)     SCALED    
 RP0224* NAVD 88     -       299.847  (meters)     983.75   (feet)  ADJUSTED  
 RP0224  ___________________________________________________________________
 RP0224  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP0224  DYNAMIC HT  -         299.848 (meters)     983.75  (feet)  COMP
 RP0224  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RP0224
 RP0224  VERT ORDER  -  FIRST     CLASS II
 RP0224
 RP0224.The horizontal coordinates were scaled from a topographic map and have
 RP0224.an estimated accuracy of +/- 6 seconds.
 RP0224
 RP0224.The orthometric height was determined by differential leveling
 RP0224.and adjusted by the National Geodetic Survey in June 1991..
 RP0224.WARNING-Repeat measurements at this control monument indicate possible
 RP0224.vertical movement.
 RP0224
 RP0224.The geoid height was determined by GEOID03.
 RP0224
 RP0224.The dynamic height is computed by dividing the NAVD 88
 RP0224.geopotential number by the normal gravity value computed on the
 RP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0224.degrees latitude (g = 980.6199 gals.).
 RP0224
 RP0224.The modeled gravity was interpolated from observed gravity values.
 RP0224
 RP0224;                    North         East    Units  Estimated Accuracy
 RP0224;SPC ND S     -    51,740.      901,160.      MT  (+/- 180 meters Scaled)
 RP0224
 RP0224                          SUPERSEDED SURVEY CONTROL
 RP0224
 RP0224  NGVD 29 (??/??/92)  299.629  (m)          983.03   (f) ADJ UNCH    1 2
 RP0224
 RP0224.Superseded values are not recommended for survey control.
 RP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0224.See file dsdata.txt to determine how the superseded data were derived.
 RP0224
 RP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS851040(NAD 83)
 RP0224_MARKER: B = BOLT
 RP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0224+STABILITY: SURFACE MOTION
 RP0224
 RP0224  HISTORY     - Date     Condition        Report By
 RP0224  HISTORY     - UNK      MONUMENTED       CGS
 RP0224  HISTORY     - 1940     GOOD             NGS
 RP0224  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0224
 RP0224                          STATION DESCRIPTION
 RP0224
 RP0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RP0224'0.6 MI N FROM FAIRMOUNT.
 RP0224'0.6 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0224'RAILWAY FROM THE STATION AT FAIRMOUNT, 3 POLES SOUTH OF MILEPOST 57,
 RP0224'AT THE CROSSING OF THE GREAT NORTHERN RAILWAY, 99.4 FEET SOUTH OF THE
 RP0224'CENTERLINE OF THE GREAT NORTHERN RAILWAY TRACK, 34.9 FEET EAST OF THE
 RP0224'CENTERLINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY
 RP0224'TRACK, 38.5 FEET SOUTHEAST OF THE CENTER OF AN EAST-AND-WEST ROAD
 RP0224'CROSSING, 8.3 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, 13.9 FEET
 RP0224'WEST OF THE FENCE, 2 FEET SOUTH OF A WHITE WOODEN POST MARKED U.S. AND
 RP0224'ABOUT 1 FOOT LOWER THAN THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A
 RP0224'CONCRETE POST FLUSH WITH THE GROUND AND MARKED U.S.B.M.
 RP0224
 RP0224                          STATION RECOVERY (1990)
 RP0224
 RP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0815 ***********************************************************************
 SL0815  DESIGNATION -  A 1
 SL0815  PID         -  SL0815
 SL0815  STATE/COUNTY-  ND/GRAND FORKS
 SL0815  USGS QUAD   -  LARIMORE WEST (1963)
 SL0815
 SL0815                         *CURRENT SURVEY CONTROL
 SL0815  ___________________________________________________________________
 SL0815* NAD 83(1986)-  47 55 30.     (N)    097 39 59.     (W)     SCALED    
 SL0815* NAVD 88     -       345.008  (meters)    1131.91   (feet)  ADJUSTED  
 SL0815  ___________________________________________________________________
 SL0815  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 SL0815  DYNAMIC HT  -         345.065 (meters)    1132.10  (feet)  COMP
 SL0815  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 SL0815
 SL0815  VERT ORDER  -  FIRST     CLASS II
 SL0815
 SL0815.The horizontal coordinates were scaled from a topographic map and have
 SL0815.an estimated accuracy of +/- 6 seconds.
 SL0815
 SL0815.The orthometric height was determined by differential leveling
 SL0815.and adjusted by the National Geodetic Survey in June 1991..
 SL0815
 SL0815.The geoid height was determined by GEOID03.
 SL0815
 SL0815.The dynamic height is computed by dividing the NAVD 88
 SL0815.geopotential number by the normal gravity value computed on the
 SL0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0815.degrees latitude (g = 980.6199 gals.).
 SL0815
 SL0815.The modeled gravity was interpolated from observed gravity values.
 SL0815
 SL0815;                    North         East    Units  Estimated Accuracy
 SL0815;SPC ND N     -   106,740.      811,710.      MT  (+/- 180 meters Scaled)
 SL0815
 SL0815                          SUPERSEDED SURVEY CONTROL
 SL0815
 SL0815  NGVD 29 (??/??/92)  344.65   (m)         1130.7    (f) COMPUTED    1 2
 SL0815
 SL0815.Superseded values are not recommended for survey control.
 SL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0815.See file dsdata.txt to determine how the superseded data were derived.
 SL0815
 SL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU996088(NAD 83)
 SL0815_MARKER: P = PIPE CAP
 SL0815_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0815_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0815_STAMPING: ELEV 1130.818 FT A 1
 SL0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0815
 SL0815  HISTORY     - Date     Condition        Report By
 SL0815  HISTORY     - UNK      MONUMENTED       CGS
 SL0815  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0815
 SL0815                          STATION DESCRIPTION
 SL0815
 SL0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0815'2.4 MI W FROM LARIMORE.
 SL0815'2.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM LARIMORE,
 SL0815'GRAND FORKS COUNTY, 500 FEET WEST OF HANNAH JUNCTION, NEAR THE EDGE OF
 SL0815'A BANK, AT A ROAD CROSSING, 106 FEET SOUTHEAST OF THE CENTER OF THE
 SL0815'CROSSING OF THE HANNAH BRANCH TRACK AND THE ROAD, 62 FEET NORTHEAST OF
 SL0815'THE CENTER OF THE CROSSING OF THE MAIN TRACK AND THE ROAD, 42 FEET
 SL0815'EAST OF THE CENTERLINE OF THE ROAD, AND 40.5 FEET SOUTHWEST OF THE
 SL0815'CENTERLINE OF THE HANNAH BRANCH TRACK.  A STANDARD CAP, STAMPED ELEV
 SL0815'1130.818 FT A 1 AND SCREWED ON THE TOP OF 3-1/2-INCH IRON PIPE
 SL0815'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0072 ***********************************************************************
 RR0072  DESIGNATION -  A 10
 RR0072  PID         -  RR0072
 RR0072  STATE/COUNTY-  ND/EMMONS
 RR0072  USGS QUAD   -  HAZELTON (1971)
 RR0072
 RR0072                         *CURRENT SURVEY CONTROL
 RR0072  ___________________________________________________________________
 RR0072* NAD 83(1986)-  46 29 09.     (N)    100 16 33.     (W)     SCALED    
 RR0072* NAVD 88     -       603.407  (meters)    1979.68   (feet)  ADJUSTED  
 RR0072  ___________________________________________________________________
 RR0072  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RR0072  DYNAMIC HT  -         603.394 (meters)    1979.64  (feet)  COMP
 RR0072  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 RR0072
 RR0072  VERT ORDER  -  FIRST     CLASS II
 RR0072
 RR0072.The horizontal coordinates were scaled from a topographic map and have
 RR0072.an estimated accuracy of +/- 6 seconds.
 RR0072
 RR0072.The orthometric height was determined by differential leveling
 RR0072.and adjusted by the National Geodetic Survey in June 1991..
 RR0072
 RR0072.The geoid height was determined by GEOID03.
 RR0072
 RR0072.The dynamic height is computed by dividing the NAVD 88
 RR0072.geopotential number by the normal gravity value computed on the
 RR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0072.degrees latitude (g = 980.6199 gals.).
 RR0072
 RR0072.The modeled gravity was interpolated from observed gravity values.
 RR0072
 RR0072;                    North         East    Units  Estimated Accuracy
 RR0072;SPC ND S     -    91,080.      617,210.      MT  (+/- 180 meters Scaled)
 RR0072
 RR0072                          SUPERSEDED SURVEY CONTROL
 RR0072
 RR0072  NGVD 29 (??/??/92)  602.973  (m)         1978.25   (f) ADJ UNCH    1 2
 RR0072
 RR0072.Superseded values are not recommended for survey control.
 RR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0072.See file dsdata.txt to determine how the superseded data were derived.
 RR0072
 RR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS020488(NAD 83)
 RR0072_MARKER: DB = BENCH MARK DISK
 RR0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0072_STAMPING: A 10 1927 1978.254
 RR0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0072+STABILITY: SURFACE MOTION
 RR0072
 RR0072  HISTORY     - Date     Condition        Report By
 RR0072  HISTORY     - 1927     MONUMENTED       CGS
 RR0072  HISTORY     - 1957     GOOD             NGS
 RR0072
 RR0072                          STATION DESCRIPTION
 RR0072
 RR0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0072'IN HAZELTON.
 RR0072'AT HAZELTON, EMMONS COUNTY, 540 FEET NORTH ALONG THE NORTHERN PACIFIC
 RR0072'RAILWAY FROM THE STATION, 132 FEET SOUTHWEST OF A CATTLE PEN, 70 FEET
 RR0072'NORTHWEST OF A SWITCH, 24 FEET SOUTHEAST OF THE FOURTH POLE NORTH OF
 RR0072'THE ROAD CROSSING AT THE STATION, 23 FEET WEST OF THE CENTERLINE OF
 RR0072'THE TRACK, AND 3/4 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 RR0072'STAMPED 1978.254 A 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0072'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0340 ***********************************************************************
 TF0340  DESIGNATION -  A 10 B 1
 TF0340  PID         -  TF0340
 TF0340  STATE/COUNTY-  ND/MCHENRY
 TF0340  USGS QUAD   -  BERGEN (1957)
 TF0340
 TF0340                         *CURRENT SURVEY CONTROL
 TF0340  ___________________________________________________________________
 TF0340* NAD 83(1986)-  48 06 13.     (N)    100 37 58.     (W)     SCALED    
 TF0340* NAVD 88     -       476.871  (meters)    1564.53   (feet)  ADJUSTED  
 TF0340  ___________________________________________________________________
 TF0340  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0340  DYNAMIC HT  -         476.946 (meters)    1564.78  (feet)  COMP
 TF0340  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 TF0340
 TF0340  VERT ORDER  -  SECOND    CLASS 0
 TF0340
 TF0340.The horizontal coordinates were scaled from a topographic map and have
 TF0340.an estimated accuracy of +/- 6 seconds.
 TF0340
 TF0340.The orthometric height was determined by differential leveling
 TF0340.and adjusted by the National Geodetic Survey in June 1991..
 TF0340
 TF0340.The geoid height was determined by GEOID03.
 TF0340
 TF0340.The dynamic height is computed by dividing the NAVD 88
 TF0340.geopotential number by the normal gravity value computed on the
 TF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0340.degrees latitude (g = 980.6199 gals.).
 TF0340
 TF0340.The modeled gravity was interpolated from observed gravity values.
 TF0340
 TF0340;                    North         East    Units  Estimated Accuracy
 TF0340;SPC ND N     -   122,710.      590,110.      MT  (+/- 180 meters Scaled)
 TF0340
 TF0340                          SUPERSEDED SURVEY CONTROL
 TF0340
 TF0340  NGVD 29 (??/??/92)  476.50   (m)         1563.3    (f) COMPUTED    2 0
 TF0340
 TF0340.Superseded values are not recommended for survey control.
 TF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0340.See file dsdata.txt to determine how the superseded data were derived.
 TF0340
 TF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU784291(NAD 83)
 TF0340_MARKER: DD = SURVEY DISK
 TF0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0340_SP_SET: PEDESTAL
 TF0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0340
 TF0340  HISTORY     - Date     Condition        Report By
 TF0340  HISTORY     - UNK      MONUMENTED       DOD
 TF0340  HISTORY     - 1962     GOOD             NGS
 TF0340
 TF0340                          STATION DESCRIPTION
 TF0340
 TF0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0340'1.6 MI NW FROM KARLSRUHE.
 TF0340'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0340'STATION AT KARLSRUHE, THENCE 1 MILE NORTH ALONG A GRAVELED ROAD,
 TF0340'THENCE ABOUT 0.3 MILE SOUTHWEST ACROSS A FIELD, AT THE END OF A A
 TF0340'NARROW RIDGE THAT RUNS NORTH AND SOUTH THROUGH THE FIELD, A 1.5 BY 4
 TF0340'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 TF0340'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0339 ***********************************************************************
 TF0339  DESIGNATION -  A 10 B 2
 TF0339  PID         -  TF0339
 TF0339  STATE/COUNTY-  ND/MCHENRY
 TF0339  USGS QUAD   -  BERGEN (1957)
 TF0339
 TF0339                         *CURRENT SURVEY CONTROL
 TF0339  ___________________________________________________________________
 TF0339* NAD 83(1986)-  48 06 17.     (N)    100 37 34.     (W)     SCALED    
 TF0339* NAVD 88     -       472.326  (meters)    1549.62   (feet)  ADJUSTED  
 TF0339  ___________________________________________________________________
 TF0339  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0339  DYNAMIC HT  -         472.400 (meters)    1549.87  (feet)  COMP
 TF0339  MODELED GRAV-     980,753.5   (mgal)                       NAVD 88
 TF0339
 TF0339  VERT ORDER  -  SECOND    CLASS 0
 TF0339
 TF0339.The horizontal coordinates were scaled from a topographic map and have
 TF0339.an estimated accuracy of +/- 6 seconds.
 TF0339
 TF0339.The orthometric height was determined by differential leveling
 TF0339.and adjusted by the National Geodetic Survey in June 1991..
 TF0339
 TF0339.The geoid height was determined by GEOID03.
 TF0339
 TF0339.The dynamic height is computed by dividing the NAVD 88
 TF0339.geopotential number by the normal gravity value computed on the
 TF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0339.degrees latitude (g = 980.6199 gals.).
 TF0339
 TF0339.The modeled gravity was interpolated from observed gravity values.
 TF0339
 TF0339;                    North         East    Units  Estimated Accuracy
 TF0339;SPC ND N     -   122,830.      590,610.      MT  (+/- 180 meters Scaled)
 TF0339
 TF0339                          SUPERSEDED SURVEY CONTROL
 TF0339
 TF0339  NGVD 29 (??/??/92)  471.95   (m)         1548.4    (f) COMPUTED    2 0
 TF0339
 TF0339.Superseded values are not recommended for survey control.
 TF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0339.See file dsdata.txt to determine how the superseded data were derived.
 TF0339
 TF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU789292(NAD 83)
 TF0339_MARKER: DD = SURVEY DISK
 TF0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0339_SP_SET: PEDESTAL
 TF0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0339
 TF0339  HISTORY     - Date     Condition        Report By
 TF0339  HISTORY     - UNK      MONUMENTED       DOD
 TF0339  HISTORY     - 1962     GOOD             NGS
 TF0339
 TF0339                          STATION DESCRIPTION
 TF0339
 TF0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0339'1.3 MI N FROM KARLSRUHE.
 TF0339'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0339'STATION AT KARLSRUHE, THENCE 1 MILE NORTH ALONG A GRADED ROAD, ABOUT
 TF0339'0.3 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, IN A FIELD, ABOUT 70
 TF0339'YARDS WEST OF THE ROAD, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH
 TF0339'TRIBRACH, ABOUT 6 FEET ABOVE THE ROAD.  NOTE-- CENTER OF THE TRIBRACH
 TF0339'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0342 ***********************************************************************
 TF0342  DESIGNATION -  A 10 Z
 TF0342  PID         -  TF0342
 TF0342  STATE/COUNTY-  ND/MCHENRY
 TF0342  USGS QUAD   -  BERGEN (1957)
 TF0342
 TF0342                         *CURRENT SURVEY CONTROL
 TF0342  ___________________________________________________________________
 TF0342* NAD 83(1986)-  48 06 33.     (N)    100 37 45.     (W)     SCALED    
 TF0342* NAVD 88     -       471.114  (meters)    1545.65   (feet)  ADJUSTED  
 TF0342  ___________________________________________________________________
 TF0342  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0342  DYNAMIC HT  -         471.188 (meters)    1545.89  (feet)  COMP
 TF0342  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 TF0342
 TF0342  VERT ORDER  -  SECOND    CLASS 0
 TF0342
 TF0342.The horizontal coordinates were scaled from a topographic map and have
 TF0342.an estimated accuracy of +/- 6 seconds.
 TF0342
 TF0342.The orthometric height was determined by differential leveling
 TF0342.and adjusted by the National Geodetic Survey in June 1991..
 TF0342
 TF0342.The geoid height was determined by GEOID03.
 TF0342
 TF0342.The dynamic height is computed by dividing the NAVD 88
 TF0342.geopotential number by the normal gravity value computed on the
 TF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0342.degrees latitude (g = 980.6199 gals.).
 TF0342
 TF0342.The modeled gravity was interpolated from observed gravity values.
 TF0342
 TF0342;                    North         East    Units  Estimated Accuracy
 TF0342;SPC ND N     -   123,330.      590,380.      MT  (+/- 180 meters Scaled)
 TF0342
 TF0342                          SUPERSEDED SURVEY CONTROL
 TF0342
 TF0342  NGVD 29 (??/??/92)  470.74   (m)         1544.4    (f) COMPUTED    2 0
 TF0342
 TF0342.Superseded values are not recommended for survey control.
 TF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0342.See file dsdata.txt to determine how the superseded data were derived.
 TF0342
 TF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU787297(NAD 83)
 TF0342_MARKER: DS = TRIANGULATION STATION DISK
 TF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0342_STAMPING: A 10 Z 1962
 TF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0342+STABILITY: SURFACE MOTION
 TF0342
 TF0342  HISTORY     - Date     Condition        Report By
 TF0342  HISTORY     - 1962     MONUMENTED       CGS
 TF0342
 TF0342                          STATION DESCRIPTION
 TF0342
 TF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0342'1.75 MI N FROM KARLSRUHE.
 TF0342'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0342'STATION AT KARLSRUHE, THENCE 1.3 MILE NORTH ALONG A GRAVELED ROAD,
 TF0342'THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, AT THE NORTH EDGE OF A
 TF0342'FIELD, 41.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHWEST
 TF0342'OF A TELEPHONE POLE, 4.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 2
 TF0342'FEET BELOW THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 TF0342'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0341 ***********************************************************************
 TF0341  DESIGNATION -  A 10 Z RM 1
 TF0341  PID         -  TF0341
 TF0341  STATE/COUNTY-  ND/MCHENRY
 TF0341  USGS QUAD   -  BERGEN (1957)
 TF0341
 TF0341                         *CURRENT SURVEY CONTROL
 TF0341  ___________________________________________________________________
 TF0341* NAD 83(1986)-  48 06 34.     (N)    100 37 44.     (W)     SCALED    
 TF0341* NAVD 88     -       471.102  (meters)    1545.61   (feet)  ADJUSTED  
 TF0341  ___________________________________________________________________
 TF0341  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0341  DYNAMIC HT  -         471.176 (meters)    1545.85  (feet)  COMP
 TF0341  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 TF0341
 TF0341  VERT ORDER  -  SECOND    CLASS 0
 TF0341
 TF0341.The horizontal coordinates were scaled from a topographic map and have
 TF0341.an estimated accuracy of +/- 6 seconds.
 TF0341
 TF0341.The orthometric height was determined by differential leveling
 TF0341.and adjusted by the National Geodetic Survey in June 1991..
 TF0341
 TF0341.The geoid height was determined by GEOID03.
 TF0341
 TF0341.The dynamic height is computed by dividing the NAVD 88
 TF0341.geopotential number by the normal gravity value computed on the
 TF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0341.degrees latitude (g = 980.6199 gals.).
 TF0341
 TF0341.The modeled gravity was interpolated from observed gravity values.
 TF0341
 TF0341;                    North         East    Units  Estimated Accuracy
 TF0341;SPC ND N     -   123,360.      590,400.      MT  (+/- 180 meters Scaled)
 TF0341
 TF0341                          SUPERSEDED SURVEY CONTROL
 TF0341
 TF0341  NGVD 29 (??/??/92)  470.73   (m)         1544.4    (f) COMPUTED    2 0
 TF0341
 TF0341.Superseded values are not recommended for survey control.
 TF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0341.See file dsdata.txt to determine how the superseded data were derived.
 TF0341
 TF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU787297(NAD 83)
 TF0341_MARKER: DR = REFERENCE MARK DISK
 TF0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0341_STAMPING: A 10 Z NO 1 1962
 TF0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0341+STABILITY: SURFACE MOTION
 TF0341
 TF0341  HISTORY     - Date     Condition        Report By
 TF0341  HISTORY     - 1962     MONUMENTED       CGS
 TF0341
 TF0341                          STATION DESCRIPTION
 TF0341
 TF0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0341'1.75 MI N FROM KARLSRUHE.
 TF0341'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0341'STATION AT KARLSRUHE, THENCE 1.3 MILE NORTH ALONG A GRAVELED ROAD,
 TF0341'THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, IN THE NORTH EDGE OF A
 TF0341'FIELD, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24.6 FEET EAST OF
 TF0341'THE STATION MARK, 21.5 FEET NORTHEAST OF A TELEPHONE POLE, ABOUT 2
 TF0341'FEET BELOW THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 TF0341'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0343 ***********************************************************************
 TF0343  DESIGNATION -  A 10 Z RM 2
 TF0343  PID         -  TF0343
 TF0343  STATE/COUNTY-  ND/MCHENRY
 TF0343  USGS QUAD   -  BERGEN (1957)
 TF0343
 TF0343                         *CURRENT SURVEY CONTROL
 TF0343  ___________________________________________________________________
 TF0343* NAD 83(1986)-  48 06 33.     (N)    100 37 46.     (W)     SCALED    
 TF0343* NAVD 88     -       471.097  (meters)    1545.59   (feet)  ADJUSTED  
 TF0343  ___________________________________________________________________
 TF0343  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0343  DYNAMIC HT  -         471.171 (meters)    1545.83  (feet)  COMP
 TF0343  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 TF0343
 TF0343  VERT ORDER  -  SECOND    CLASS 0
 TF0343
 TF0343.The horizontal coordinates were scaled from a topographic map and have
 TF0343.an estimated accuracy of +/- 6 seconds.
 TF0343
 TF0343.The orthometric height was determined by differential leveling
 TF0343.and adjusted by the National Geodetic Survey in June 1991..
 TF0343
 TF0343.The geoid height was determined by GEOID03.
 TF0343
 TF0343.The dynamic height is computed by dividing the NAVD 88
 TF0343.geopotential number by the normal gravity value computed on the
 TF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0343.degrees latitude (g = 980.6199 gals.).
 TF0343
 TF0343.The modeled gravity was interpolated from observed gravity values.
 TF0343
 TF0343;                    North         East    Units  Estimated Accuracy
 TF0343;SPC ND N     -   123,330.      590,360.      MT  (+/- 180 meters Scaled)
 TF0343
 TF0343                          SUPERSEDED SURVEY CONTROL
 TF0343
 TF0343  NGVD 29 (??/??/92)  470.72   (m)         1544.4    (f) COMPUTED    2 0
 TF0343
 TF0343.Superseded values are not recommended for survey control.
 TF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0343.See file dsdata.txt to determine how the superseded data were derived.
 TF0343
 TF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU787297(NAD 83)
 TF0343_MARKER: DR = REFERENCE MARK DISK
 TF0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0343_STAMPING: A 10 Z NO 2 1962
 TF0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0343+STABILITY: SURFACE MOTION
 TF0343
 TF0343  HISTORY     - Date     Condition        Report By
 TF0343  HISTORY     - 1962     MONUMENTED       CGS
 TF0343
 TF0343                          STATION DESCRIPTION
 TF0343
 TF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0343'1.75 MI N FROM KARLSRUHE.
 TF0343'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0343'STATION AT KARLSRUHE, THENCE 1.3 MILE NORTH ALONG A GRAVELED ROAD,
 TF0343'THENCE 0.15 MILE WEST ALONG A GRAVELED ROAD, IN THE NORTH EDGE OF A
 TF0343'FIELD, 37.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 TF0343'NORTHWEST OF A TELEPHONE POLE, 19.5 FEET WEST NORTHWEST OF THE STATION
 TF0343'MARK, ABOUT 2 FEET BELOW THE ROAD, A DISK IN THE TOP OF A CONCRETE
 TF0343'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0391 ***********************************************************************
 RR0391  DESIGNATION -  A 100
 RR0391  PID         -  RR0391
 RR0391  STATE/COUNTY-  ND/GRANT
 RR0391  USGS QUAD   -  ELGIN (1980)
 RR0391
 RR0391                         *CURRENT SURVEY CONTROL
 RR0391  ___________________________________________________________________
 RR0391* NAD 83(1986)-  46 24 06.     (N)    101 50 45.     (W)     SCALED    
 RR0391* NAVD 88     -       717.017  (meters)    2352.41   (feet)  ADJUSTED  
 RR0391  ___________________________________________________________________
 RR0391  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 RR0391  DYNAMIC HT  -         716.976 (meters)    2352.28  (feet)  COMP
 RR0391  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 RR0391
 RR0391  VERT ORDER  -  SECOND    CLASS 0
 RR0391
 RR0391.The horizontal coordinates were scaled from a topographic map and have
 RR0391.an estimated accuracy of +/- 6 seconds.
 RR0391
 RR0391.The orthometric height was determined by differential leveling
 RR0391.and adjusted by the National Geodetic Survey in June 1991..
 RR0391
 RR0391.The geoid height was determined by GEOID03.
 RR0391
 RR0391.The dynamic height is computed by dividing the NAVD 88
 RR0391.geopotential number by the normal gravity value computed on the
 RR0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0391.degrees latitude (g = 980.6199 gals.).
 RR0391
 RR0391.The modeled gravity was interpolated from observed gravity values.
 RR0391
 RR0391;                    North         East    Units  Estimated Accuracy
 RR0391;SPC ND S     -    82,590.      496,510.      MT  (+/- 180 meters Scaled)
 RR0391
 RR0391                          SUPERSEDED SURVEY CONTROL
 RR0391
 RR0391  NGVD 29 (??/??/92)  716.506  (m)         2350.74   (f) ADJ UNCH    2 0
 RR0391
 RR0391.Superseded values are not recommended for survey control.
 RR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0391.See file dsdata.txt to determine how the superseded data were derived.
 RR0391
 RR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS812426(NAD 83)
 RR0391_MARKER: DB = BENCH MARK DISK
 RR0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0391_STAMPING: A-100 -- 1934
 RR0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0391+STABILITY: SURFACE MOTION
 RR0391
 RR0391  HISTORY     - Date     Condition        Report By
 RR0391  HISTORY     - 1934     MONUMENTED       CGS
 RR0391  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 RR0391
 RR0391                          STATION DESCRIPTION
 RR0391
 RR0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0391'IN ELGIN.
 RR0391'AT ELGIN IN THE STATION PARK.  154 FEET SOUTH OF CENTERLINE OF STATE
 RR0391'ROAD 21.  117.5 FEET EAST OF EAST WALL OF STATION.  46 FEET WEST OF
 RR0391'CENTERLINE OF MAIN STREET CROSSING TRACK.  21.5 FEET NORTH OF NORTH
 RR0391'RAIL OF MAIN TRACK.  9 FEET SOUTH OF SOUTH COTTON WOOD TREE OF WEST
 RR0391'ROW OF TREES AND SET IN LINE WITH THE WEST ROW.  STANDARD TABLET SET
 RR0391'IN TOP OF CONCRETE POST 6 INCHES HIGH.
 RR0391
 RR0391                          STATION RECOVERY (1973)
 RR0391
 RR0391'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 RR0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0199 ***********************************************************************
 RS0199  DESIGNATION -  A 101
 RS0199  PID         -  RS0199
 RS0199  STATE/COUNTY-  ND/BOWMAN
 RS0199  USGS QUAD   -  GASCOYNE (1978)
 RS0199
 RS0199                         *CURRENT SURVEY CONTROL
 RS0199  ___________________________________________________________________
 RS0199* NAD 83(1986)-  46 07 02.     (N)    103 04 38.     (W)     SCALED    
 RS0199* NAVD 88     -       840.095  (meters)    2756.21   (feet)  ADJUSTED  
 RS0199  ___________________________________________________________________
 RS0199  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RS0199  DYNAMIC HT  -         840.013 (meters)    2755.94  (feet)  COMP
 RS0199  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 RS0199
 RS0199  VERT ORDER  -  SECOND    CLASS 0
 RS0199
 RS0199.The horizontal coordinates were scaled from a topographic map and have
 RS0199.an estimated accuracy of +/- 6 seconds.
 RS0199
 RS0199.The orthometric height was determined by differential leveling
 RS0199.and adjusted by the National Geodetic Survey in June 1991..
 RS0199
 RS0199.The geoid height was determined by GEOID03.
 RS0199
 RS0199.The dynamic height is computed by dividing the NAVD 88
 RS0199.geopotential number by the normal gravity value computed on the
 RS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0199.degrees latitude (g = 980.6199 gals.).
 RS0199
 RS0199.The modeled gravity was interpolated from observed gravity values.
 RS0199
 RS0199;                    North         East    Units  Estimated Accuracy
 RS0199;SPC ND S     -    53,350.      400,820.      MT  (+/- 180 meters Scaled)
 RS0199
 RS0199                          SUPERSEDED SURVEY CONTROL
 RS0199
 RS0199  NGVD 29 (??/??/92)  839.600  (m)         2754.59   (f) ADJ UNCH    2 0
 RS0199
 RS0199.Superseded values are not recommended for survey control.
 RS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0199.See file dsdata.txt to determine how the superseded data were derived.
 RS0199
 RS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM485088(NAD 83)
 RS0199_MARKER: DB = BENCH MARK DISK
 RS0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0199_STAMPING: A-101 -- 1934
 RS0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0199+STABILITY: SURFACE MOTION
 RS0199
 RS0199  HISTORY     - Date     Condition        Report By
 RS0199  HISTORY     - 1934     MONUMENTED       CGS
 RS0199
 RS0199                          STATION DESCRIPTION
 RS0199
 RS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0199'IN GASCOYNE.
 RS0199'AT GASCOYNE. 241 YARDS EAST OF THE CHICAGO MILWAUKEE ST. PAUL AND
 RS0199'PACIFIC DEPOT AT GASCOYNE. 82.1 FEET SOUTH OF SOUTH RAIL OF TRACK. 66
 RS0199'FEET EAST OF MILE POST 951. 10 FEET NORTHEAST OF CORNER POST. 6 FEET
 RS0199'NORTH OF RAILROAD FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE
 RS0199'POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0039 ***********************************************************************
 QT0039  DESIGNATION -  A 102
 QT0039  PID         -  QT0039
 QT0039  STATE/COUNTY-  ND/ADAMS
 QT0039  USGS QUAD   -  LEMMON NE (1974)
 QT0039
 QT0039                         *CURRENT SURVEY CONTROL
 QT0039  ___________________________________________________________________
 QT0039* NAD 83(1986)-  45 57 05.     (N)    102 01 08.     (W)     SCALED    
 QT0039* NAVD 88     -       778.072  (meters)    2552.72   (feet)  ADJUSTED  
 QT0039  ___________________________________________________________________
 QT0039  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 QT0039  DYNAMIC HT  -         777.981 (meters)    2552.43  (feet)  COMP
 QT0039  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 QT0039
 QT0039  VERT ORDER  -  SECOND    CLASS 0
 QT0039
 QT0039.The horizontal coordinates were scaled from a topographic map and have
 QT0039.an estimated accuracy of +/- 6 seconds.
 QT0039
 QT0039.The orthometric height was determined by differential leveling
 QT0039.and adjusted by the National Geodetic Survey in June 1991..
 QT0039
 QT0039.The geoid height was determined by GEOID03.
 QT0039
 QT0039.The dynamic height is computed by dividing the NAVD 88
 QT0039.geopotential number by the normal gravity value computed on the
 QT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0039.degrees latitude (g = 980.6199 gals.).
 QT0039
 QT0039.The modeled gravity was interpolated from observed gravity values.
 QT0039
 QT0039;                    North         East    Units  Estimated Accuracy
 QT0039;SPC ND S     -    32,790.      482,240.      MT  (+/- 180 meters Scaled)
 QT0039
 QT0039                          SUPERSEDED SURVEY CONTROL
 QT0039
 QT0039  NGVD 29 (??/??/92)  777.576  (m)         2551.10   (f) ADJ UNCH    2 0
 QT0039
 QT0039.Superseded values are not recommended for survey control.
 QT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0039.See file dsdata.txt to determine how the superseded data were derived.
 QT0039
 QT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL310929(NAD 83)
 QT0039_MARKER: DB = BENCH MARK DISK
 QT0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QT0039_STAMPING: A-102 1934
 QT0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0039+STABILITY: SURFACE MOTION
 QT0039
 QT0039  HISTORY     - Date     Condition        Report By
 QT0039  HISTORY     - 1934     MONUMENTED       CGS
 QT0039  HISTORY     - 1938     GOOD             NGS
 QT0039
 QT0039                          STATION DESCRIPTION
 QT0039
 QT0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QT0039'2.2 MI W FROM THUNDERHAWK.
 QT0039'ALONG THE MILWAUKEE RAILROAD, 2.2 MILES WEST OF THE STATION AT
 QT0039'THUNDERHAWK, SOUTH DAKOTA, 6.7 MILES EAST OF LEMMON, SOUTH
 QT0039'DAKOTA, 79 FEET NORTH OF THE CENTER OF THE TRACK, 39 FEET EAST
 QT0039'OF THE CENTER OF A COUNTY ROAD CROSSING THE TRACK, 20 FEET
 QT0039'SOUTH OF THE RIGHT OF WAY FENCE, 6.0 FEET EAST OF A CATTLE
 QT0039'GUARD FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 QT0039'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0273 ***********************************************************************
 RR0273  DESIGNATION -  A 11
 RR0273  PID         -  RR0273
 RR0273  STATE/COUNTY-  ND/BURLEIGH
 RR0273  USGS QUAD   -  BISMARCK (1976)
 RR0273
 RR0273                         *CURRENT SURVEY CONTROL
 RR0273  ___________________________________________________________________
 RR0273* NAD 83(1986)-  46 48 27.     (N)    100 47 00.     (W)     SCALED    
 RR0273* NAVD 88     -       513.730  (meters)    1685.46   (feet)  POSTED    
 RR0273  ___________________________________________________________________
 RR0273  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0273  DYNAMIC HT  -         513.740 (meters)    1685.50  (feet)  COMP
 RR0273  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RR0273
 RR0273  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RR0273
 RR0273.The horizontal coordinates were scaled from a topographic map and have
 RR0273.an estimated accuracy of +/- 6 seconds.
 RR0273
 RR0273.The orthometric height was determined by differential leveling
 RR0273.and adjusted by the National Geodetic Survey in 1992..
 RR0273.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RR0273.rate of 3.1 thru 4.0 mm/km.
 RR0273
 RR0273.The geoid height was determined by GEOID03.
 RR0273
 RR0273.The dynamic height is computed by dividing the NAVD 88
 RR0273.geopotential number by the normal gravity value computed on the
 RR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0273.degrees latitude (g = 980.6199 gals.).
 RR0273
 RR0273.The modeled gravity was interpolated from observed gravity values.
 RR0273
 RR0273;                    North         East    Units  Estimated Accuracy
 RR0273;SPC ND S     -   126,850.      578,380.      MT  (+/- 180 meters Scaled)
 RR0273
 RR0273                          SUPERSEDED SURVEY CONTROL
 RR0273
 RR0273  NGVD 29 (??/??/92)  513.320  (m)         1684.12   (f) ADJ UNCH    1 2
 RR0273
 RR0273.Superseded values are not recommended for survey control.
 RR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0273.See file dsdata.txt to determine how the superseded data were derived.
 RR0273
 RR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS639853(NAD 83)
 RR0273_MARKER: DB = BENCH MARK DISK
 RR0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0273_SP_SET: DOORSTEP
 RR0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0273
 RR0273  HISTORY     - Date     Condition        Report By
 RR0273  HISTORY     - 1927     MONUMENTED       CGS
 RR0273  HISTORY     - 1964     GOOD             NGS
 RR0273  HISTORY     - 20050714 MARK NOT FOUND   GEOCAC
 RR0273
 RR0273                          STATION DESCRIPTION
 RR0273
 RR0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RR0273'IN BISMARCK.
 RR0273'AT BISMARCK, ON THAYER AVE, 1/3 BLOCK W OF 6TH. ST. ON THE S SIDE OF
 RR0273'THE AVENUE, AT THE FIRE DEPARTMENT, AT THE PEDESTRIAN ENTRANCE MARKED
 RR0273'FIRE HALL AT 515 E. THAYER, ON THE N SIDE OF THE BUILDING, AT THE E
 RR0273'END.  A STANDARD DISK, SET IN THE NE CORNER OF THE STONE DOORSTEP,
 RR0273'ABOUT 0.3 FT. S OF N EDGE OF STEP AND ABOUT 0.3 FT. W OF E EDGE OF
 RR0273'STEP, ABOUT 0.2 FT. HIGHER THAN THE SIDEWALK.
 RR0273
 RR0273                          STATION RECOVERY (2005)
 RR0273
 RR0273'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RR0273'A FIRE HALL NO LONGER STANDS AT 515 EAST THAYER.  THE LOCATION IS NOW
 RR0273'A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0374 ***********************************************************************
 TF0374  DESIGNATION -  A 11 B 1
 TF0374  PID         -  TF0374
 TF0374  STATE/COUNTY-  ND/MCHENRY
 TF0374  USGS QUAD   -  KARLSRUHE (1957)
 TF0374
 TF0374                         *CURRENT SURVEY CONTROL
 TF0374  ___________________________________________________________________
 TF0374* NAD 83(1986)-  48 01 59.     (N)    100 35 17.     (W)     SCALED    
 TF0374* NAVD 88     -       483.493  (meters)    1586.26   (feet)  ADJUSTED  
 TF0374  ___________________________________________________________________
 TF0374  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0374  DYNAMIC HT  -         483.565 (meters)    1586.50  (feet)  COMP
 TF0374  MODELED GRAV-     980,745.8   (mgal)                       NAVD 88
 TF0374
 TF0374  VERT ORDER  -  SECOND    CLASS 0
 TF0374
 TF0374.The horizontal coordinates were scaled from a topographic map and have
 TF0374.an estimated accuracy of +/- 6 seconds.
 TF0374
 TF0374.The orthometric height was determined by differential leveling
 TF0374.and adjusted by the National Geodetic Survey in June 1991..
 TF0374
 TF0374.The geoid height was determined by GEOID03.
 TF0374
 TF0374.The dynamic height is computed by dividing the NAVD 88
 TF0374.geopotential number by the normal gravity value computed on the
 TF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0374.degrees latitude (g = 980.6199 gals.).
 TF0374
 TF0374.The modeled gravity was interpolated from observed gravity values.
 TF0374
 TF0374;                    North         East    Units  Estimated Accuracy
 TF0374;SPC ND N     -   114,860.      593,430.      MT  (+/- 180 meters Scaled)
 TF0374
 TF0374                          SUPERSEDED SURVEY CONTROL
 TF0374
 TF0374  NGVD 29 (??/??/92)  483.11   (m)         1585.0    (f) COMPUTED    2 0
 TF0374
 TF0374.Superseded values are not recommended for survey control.
 TF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0374.See file dsdata.txt to determine how the superseded data were derived.
 TF0374
 TF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU816211(NAD 83)
 TF0374_MARKER: DD = SURVEY DISK
 TF0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0374_SP_SET: PEDESTAL
 TF0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0374
 TF0374  HISTORY     - Date     Condition        Report By
 TF0374  HISTORY     - UNK      MONUMENTED       DOD
 TF0374  HISTORY     - 1962     GOOD             NGS
 TF0374
 TF0374                          STATION DESCRIPTION
 TF0374
 TF0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0374'6.5 MI SW FROM RANGELEY.
 TF0374'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0374'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 TF0374'THENCE 2.2 MILES WEST ALONG A GRAVELED ROAD, THENCE ABOUT 0.2 MILE OR
 TF0374'360 YARDS SOUTH ACROSS A FIELD, AT THE EAST END OF A LONG RIDGE IN THE
 TF0374'FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- TOP
 TF0374'OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0375 ***********************************************************************
 TF0375  DESIGNATION -  A 11 B 2
 TF0375  PID         -  TF0375
 TF0375  STATE/COUNTY-  ND/MCHENRY
 TF0375  USGS QUAD   -  KARLSRUHE (1957)
 TF0375
 TF0375                         *CURRENT SURVEY CONTROL
 TF0375  ___________________________________________________________________
 TF0375* NAD 83(1986)-  48 01 57.     (N)    100 35 49.     (W)     SCALED    
 TF0375* NAVD 88     -       483.695  (meters)    1586.92   (feet)  ADJUSTED  
 TF0375  ___________________________________________________________________
 TF0375  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0375  DYNAMIC HT  -         483.767 (meters)    1587.16  (feet)  COMP
 TF0375  MODELED GRAV-     980,745.4   (mgal)                       NAVD 88
 TF0375
 TF0375  VERT ORDER  -  SECOND    CLASS 0
 TF0375
 TF0375.The horizontal coordinates were scaled from a topographic map and have
 TF0375.an estimated accuracy of +/- 6 seconds.
 TF0375
 TF0375.The orthometric height was determined by differential leveling
 TF0375.and adjusted by the National Geodetic Survey in June 1991..
 TF0375
 TF0375.The geoid height was determined by GEOID03.
 TF0375
 TF0375.The dynamic height is computed by dividing the NAVD 88
 TF0375.geopotential number by the normal gravity value computed on the
 TF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0375.degrees latitude (g = 980.6199 gals.).
 TF0375
 TF0375.The modeled gravity was interpolated from observed gravity values.
 TF0375
 TF0375;                    North         East    Units  Estimated Accuracy
 TF0375;SPC ND N     -   114,800.      592,770.      MT  (+/- 180 meters Scaled)
 TF0375
 TF0375                          SUPERSEDED SURVEY CONTROL
 TF0375
 TF0375  NGVD 29 (??/??/92)  483.31   (m)         1585.7    (f) COMPUTED    2 0
 TF0375
 TF0375.Superseded values are not recommended for survey control.
 TF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0375.See file dsdata.txt to determine how the superseded data were derived.
 TF0375
 TF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809211(NAD 83)
 TF0375_MARKER: DD = SURVEY DISK
 TF0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0375_SP_SET: PEDESTAL
 TF0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0375
 TF0375  HISTORY     - Date     Condition        Report By
 TF0375  HISTORY     - UNK      MONUMENTED       DOD
 TF0375  HISTORY     - 1962     GOOD             NGS
 TF0375
 TF0375                          STATION DESCRIPTION
 TF0375
 TF0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0375'6.75 MI SW FROM RANGELEY.
 TF0375'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0375'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 TF0375'THENCE 2.5 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.15 MILE OR 322
 TF0375'YARDS SOUTH ACROSS A FIELD, 43 FEET EAST OF A LINE OF POWER POLES, A 1
 TF0375'1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- TOP OF TRIBRACH
 TF0375'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0378 ***********************************************************************
 TF0378  DESIGNATION -  A 11 Z
 TF0378  PID         -  TF0378
 TF0378  STATE/COUNTY-  ND/MCHENRY
 TF0378  USGS QUAD   -  KARLSRUHE (1957)
 TF0378
 TF0378                         *CURRENT SURVEY CONTROL
 TF0378  ___________________________________________________________________
 TF0378* NAD 83(1986)-  48 02 11.     (N)    100 35 50.     (W)     SCALED    
 TF0378* NAVD 88     -       482.373  (meters)    1582.59   (feet)  ADJUSTED  
 TF0378  ___________________________________________________________________
 TF0378  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0378  DYNAMIC HT  -         482.445 (meters)    1582.82  (feet)  COMP
 TF0378  MODELED GRAV-     980,745.9   (mgal)                       NAVD 88
 TF0378
 TF0378  VERT ORDER  -  SECOND    CLASS 0
 TF0378
 TF0378.The horizontal coordinates were scaled from a topographic map and have
 TF0378.an estimated accuracy of +/- 6 seconds.
 TF0378
 TF0378.The orthometric height was determined by differential leveling
 TF0378.and adjusted by the National Geodetic Survey in June 1991..
 TF0378
 TF0378.The geoid height was determined by GEOID03.
 TF0378
 TF0378.The dynamic height is computed by dividing the NAVD 88
 TF0378.geopotential number by the normal gravity value computed on the
 TF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0378.degrees latitude (g = 980.6199 gals.).
 TF0378
 TF0378.The modeled gravity was interpolated from observed gravity values.
 TF0378
 TF0378;                    North         East    Units  Estimated Accuracy
 TF0378;SPC ND N     -   115,230.      592,750.      MT  (+/- 180 meters Scaled)
 TF0378
 TF0378                          SUPERSEDED SURVEY CONTROL
 TF0378
 TF0378  NGVD 29 (??/??/92)  481.99   (m)         1581.3    (f) COMPUTED    2 0
 TF0378
 TF0378.Superseded values are not recommended for survey control.
 TF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0378.See file dsdata.txt to determine how the superseded data were derived.
 TF0378
 TF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809215(NAD 83)
 TF0378_MARKER: DS = TRIANGULATION STATION DISK
 TF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0378_STAMPING: A 11 Z 1962
 TF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0378+STABILITY: SURFACE MOTION
 TF0378
 TF0378  HISTORY     - Date     Condition        Report By
 TF0378  HISTORY     - 1962     MONUMENTED       CGS
 TF0378
 TF0378                          STATION DESCRIPTION
 TF0378
 TF0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0378'6.8 MI SW FROM RANGELEY.
 TF0378'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0378'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 TF0378'THENCE 2.7 MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.3 MILE EAST OF A
 TF0378'GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A DRIVEWAY LEADING
 TF0378'NORTH TO A HOUSE AND BARN, 44.5 FEET NORTH OF THE CENTERLINE OF THE
 TF0378'ROAD, 37 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 25 FEET
 TF0378'NORTHEAST OF A FENCE CORNER, 10.0 FEET NORTH OF A METAL WITNESS POST,
 TF0378'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF0378'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0376 ***********************************************************************
 TF0376  DESIGNATION -  A 11 Z RM 1
 TF0376  PID         -  TF0376
 TF0376  STATE/COUNTY-  ND/MCHENRY
 TF0376  USGS QUAD   -  KARLSRUHE (1957)
 TF0376
 TF0376                         *CURRENT SURVEY CONTROL
 TF0376  ___________________________________________________________________
 TF0376* NAD 83(1986)-  48 02 12.     (N)    100 35 50.     (W)     SCALED    
 TF0376* NAVD 88     -       482.374  (meters)    1582.59   (feet)  ADJUSTED  
 TF0376  ___________________________________________________________________
 TF0376  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0376  DYNAMIC HT  -         482.446 (meters)    1582.82  (feet)  COMP
 TF0376  MODELED GRAV-     980,745.9   (mgal)                       NAVD 88
 TF0376
 TF0376  VERT ORDER  -  SECOND    CLASS 0
 TF0376
 TF0376.The horizontal coordinates were scaled from a topographic map and have
 TF0376.an estimated accuracy of +/- 6 seconds.
 TF0376
 TF0376.The orthometric height was determined by differential leveling
 TF0376.and adjusted by the National Geodetic Survey in June 1991..
 TF0376
 TF0376.The geoid height was determined by GEOID03.
 TF0376
 TF0376.The dynamic height is computed by dividing the NAVD 88
 TF0376.geopotential number by the normal gravity value computed on the
 TF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0376.degrees latitude (g = 980.6199 gals.).
 TF0376
 TF0376.The modeled gravity was interpolated from observed gravity values.
 TF0376
 TF0376;                    North         East    Units  Estimated Accuracy
 TF0376;SPC ND N     -   115,260.      592,750.      MT  (+/- 180 meters Scaled)
 TF0376
 TF0376                          SUPERSEDED SURVEY CONTROL
 TF0376
 TF0376  NGVD 29 (??/??/92)  482.00   (m)         1581.4    (f) COMPUTED    2 0
 TF0376
 TF0376.Superseded values are not recommended for survey control.
 TF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0376.See file dsdata.txt to determine how the superseded data were derived.
 TF0376
 TF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809216(NAD 83)
 TF0376_MARKER: DR = REFERENCE MARK DISK
 TF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0376_STAMPING: A 11 Z NO 1 1962
 TF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0376+STABILITY: SURFACE MOTION
 TF0376
 TF0376  HISTORY     - Date     Condition        Report By
 TF0376  HISTORY     - 1962     MONUMENTED       CGS
 TF0376
 TF0376                          STATION DESCRIPTION
 TF0376
 TF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0376'6.8 MI SW FROM RANGELEY.
 TF0376'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0376'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 TF0376'THENCE 2.7 MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.3 MILE EAST OF A
 TF0376'GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A DRIVEWAY LEADING
 TF0376'NORTH TO A HOUSE AND BARN, 70 FEET EAST OF THE CENTERLINE OF THE
 TF0376'DRIVEWAY, 35.5 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 35.0
 TF0376'FEET EAST-SOUTHEAST OF THE STATION MARK A 11 Z NO 1 1962, IN LINE WITH
 TF0376'A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF0376'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0377 ***********************************************************************
 TF0377  DESIGNATION -  A 11 Z RM 2
 TF0377  PID         -  TF0377
 TF0377  STATE/COUNTY-  ND/MCHENRY
 TF0377  USGS QUAD   -  KARLSRUHE (1957)
 TF0377
 TF0377                         *CURRENT SURVEY CONTROL
 TF0377  ___________________________________________________________________
 TF0377* NAD 83(1986)-  48 02 11.     (N)    100 35 50.     (W)     SCALED    
 TF0377* NAVD 88     -       482.136  (meters)    1581.81   (feet)  ADJUSTED  
 TF0377  ___________________________________________________________________
 TF0377  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0377  DYNAMIC HT  -         482.208 (meters)    1582.04  (feet)  COMP
 TF0377  MODELED GRAV-     980,745.9   (mgal)                       NAVD 88
 TF0377
 TF0377  VERT ORDER  -  SECOND    CLASS 0
 TF0377
 TF0377.The horizontal coordinates were scaled from a topographic map and have
 TF0377.an estimated accuracy of +/- 6 seconds.
 TF0377
 TF0377.The orthometric height was determined by differential leveling
 TF0377.and adjusted by the National Geodetic Survey in June 1991..
 TF0377
 TF0377.The geoid height was determined by GEOID03.
 TF0377
 TF0377.The dynamic height is computed by dividing the NAVD 88
 TF0377.geopotential number by the normal gravity value computed on the
 TF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0377.degrees latitude (g = 980.6199 gals.).
 TF0377
 TF0377.The modeled gravity was interpolated from observed gravity values.
 TF0377
 TF0377;                    North         East    Units  Estimated Accuracy
 TF0377;SPC ND N     -   115,230.      592,750.      MT  (+/- 180 meters Scaled)
 TF0377
 TF0377                          SUPERSEDED SURVEY CONTROL
 TF0377
 TF0377  NGVD 29 (??/??/92)  481.76   (m)         1580.6    (f) COMPUTED    2 0
 TF0377
 TF0377.Superseded values are not recommended for survey control.
 TF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0377.See file dsdata.txt to determine how the superseded data were derived.
 TF0377
 TF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809215(NAD 83)
 TF0377_MARKER: DR = REFERENCE MARK DISK
 TF0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0377_STAMPING: A 11 Z NO 2 1962
 TF0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0377+STABILITY: SURFACE MOTION
 TF0377
 TF0377  HISTORY     - Date     Condition        Report By
 TF0377  HISTORY     - 1962     MONUMENTED       CGS
 TF0377
 TF0377                          STATION DESCRIPTION
 TF0377
 TF0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0377'6.8 MI SW FROM RANGELEY.
 TF0377'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0377'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 TF0377'THENCE 2.7 MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.3 MILE EAST OF A
 TF0377'GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A DRIVEWAY LEADING
 TF0377'NORTH TO A HOUSE AND BARN, 73 FEET NORTH OF THE CENTERLINE OF THE
 TF0377'ROAD, 12 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 38.1 FEET
 TF0377'NORTHWEST OF THE STATION MARK, IN A LINE WITH A FENCE, ABOUT 2 FEET
 TF0377'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0377'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0344 ***********************************************************************
 TD0344  DESIGNATION -  A 116
 TD0344  PID         -  TD0344
 TD0344  STATE/COUNTY-  ND/WALSH
 TD0344  USGS QUAD   -  ARDOCH (1972)
 TD0344
 TD0344                         *CURRENT SURVEY CONTROL
 TD0344  ___________________________________________________________________
 TD0344* NAD 83(1986)-  48 12 25.     (N)    097 20 32.     (W)     SCALED    
 TD0344* NAVD 88     -       251.678  (meters)     825.71   (feet)  ADJUSTED  
 TD0344  ___________________________________________________________________
 TD0344  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 TD0344  DYNAMIC HT  -         251.732 (meters)     825.89  (feet)  COMP
 TD0344  MODELED GRAV-     980,817.5   (mgal)                       NAVD 88
 TD0344
 TD0344  VERT ORDER  -  SECOND    CLASS 0
 TD0344
 TD0344.The horizontal coordinates were scaled from a topographic map and have
 TD0344.an estimated accuracy of +/- 6 seconds.
 TD0344
 TD0344.The orthometric height was determined by differential leveling
 TD0344.and adjusted by the National Geodetic Survey in June 1991..
 TD0344
 TD0344.The geoid height was determined by GEOID03.
 TD0344
 TD0344.The dynamic height is computed by dividing the NAVD 88
 TD0344.geopotential number by the normal gravity value computed on the
 TD0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0344.degrees latitude (g = 980.6199 gals.).
 TD0344
 TD0344.The modeled gravity was interpolated from observed gravity values.
 TD0344
 TD0344;                    North         East    Units  Estimated Accuracy
 TD0344;SPC ND N     -   139,000.      834,630.      MT  (+/- 180 meters Scaled)
 TD0344
 TD0344                          SUPERSEDED SURVEY CONTROL
 TD0344
 TD0344  NGVD 29 (??/??/92)  251.339  (m)          824.60   (f) ADJ UNCH    2 0
 TD0344
 TD0344.Superseded values are not recommended for survey control.
 TD0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0344.See file dsdata.txt to determine how the superseded data were derived.
 TD0344
 TD0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU231406(NAD 83)
 TD0344_MARKER: DB = BENCH MARK DISK
 TD0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0344+STABILITY: SURFACE MOTION
 TD0344
 TD0344  HISTORY     - Date     Condition        Report By
 TD0344  HISTORY     - UNK      MONUMENTED       CGS
 TD0344  HISTORY     - 1934     GOOD             NGS
 TD0344
 TD0344                          STATION DESCRIPTION
 TD0344
 TD0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0344'IN ARDOCH.
 TD0344'IN ARDOCH, N. DAK. ON THE SOO LINE R.R. 7 POLES EAST OF DEPOT, 15 FEET
 TD0344'SOUTH OF MAIN TRACK, 45 FEET SOUTHWEST OF INTERSECTION OF RAILROAD AND
 TD0344'HIGHWAY 81 CROSSING.  BEMIDJI, MINN. VIA THIEF RIVER FALLS, MINN TO
 TD0344'ARDOCH, N.D. LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0624 ***********************************************************************
 RP0624  DESIGNATION -  A 117 RESET
 RP0624  PID         -  RP0624
 RP0624  STATE/COUNTY-  ND/CASS
 RP0624  USGS QUAD   -  BUFFALO (1967)
 RP0624
 RP0624                         *CURRENT SURVEY CONTROL
 RP0624  ___________________________________________________________________
 RP0624* NAD 83(1986)-  46 59 33.     (N)    097 33 26.     (W)     SCALED    
 RP0624* NAVD 88     -       366.370  (meters)    1202.00   (feet)  ADJUSTED  
 RP0624  ___________________________________________________________________
 RP0624  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 RP0624  DYNAMIC HT  -         366.402 (meters)    1202.10  (feet)  COMP
 RP0624  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 RP0624
 RP0624  VERT ORDER  -  SECOND    CLASS 0
 RP0624
 RP0624.The horizontal coordinates were scaled from a topographic map and have
 RP0624.an estimated accuracy of +/- 6 seconds.
 RP0624
 RP0624.The orthometric height was determined by differential leveling
 RP0624.and adjusted by the National Geodetic Survey in June 1991..
 RP0624
 RP0624.The geoid height was determined by GEOID03.
 RP0624
 RP0624.The dynamic height is computed by dividing the NAVD 88
 RP0624.geopotential number by the normal gravity value computed on the
 RP0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0624.degrees latitude (g = 980.6199 gals.).
 RP0624
 RP0624.The modeled gravity was interpolated from observed gravity values.
 RP0624
 RP0624;                    North         East    Units  Estimated Accuracy
 RP0624;SPC ND S     -   151,570.      823,780.      MT  (+/- 180 meters Scaled)
 RP0624
 RP0624                          SUPERSEDED SURVEY CONTROL
 RP0624
 RP0624  NGVD 29 (??/??/92)  366.018  (m)         1200.84   (f) ADJ UNCH    2 0
 RP0624
 RP0624.Superseded values are not recommended for survey control.
 RP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0624.See file dsdata.txt to determine how the superseded data were derived.
 RP0624
 RP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT097053(NAD 83)
 RP0624_MARKER: DB = BENCH MARK DISK
 RP0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0624_STAMPING: A 117 1934 RESET 1958
 RP0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0624+STABILITY: SURFACE MOTION
 RP0624
 RP0624  HISTORY     - Date     Condition        Report By
 RP0624  HISTORY     - 1958     MONUMENTED       CGS
 RP0624  HISTORY     - 1964     GOOD             NGS
 RP0624  HISTORY     - 1982     GOOD             NGS
 RP0624
 RP0624                          STATION DESCRIPTION
 RP0624
 RP0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0624'5.0 MI N FROM BUFFALO.
 RP0624'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 RP0624'NORTHERN PACIFIC RAILWAY AT BUFFALO, IN SECTION 32, R 54 W, T 140 N,
 RP0624'NEAR A ROAD INTERSECTION, 102 FEET EAST OF THE CENTER LINE OF THE
 RP0624'HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, 2 FEET
 RP0624'WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 RP0624'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 RP0624'OF THE GROUND.
 RP0624
 RP0624                          STATION RECOVERY (1982)
 RP0624
 RP0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0001 ***********************************************************************
 SM0001  DESIGNATION -  A 118
 SM0001  PID         -  SM0001
 SM0001  STATE/COUNTY-  ND/NELSON
 SM0001  USGS QUAD   -  PEKIN (1951)
 SM0001
 SM0001                         *CURRENT SURVEY CONTROL
 SM0001  ___________________________________________________________________
 SM0001* NAD 83(1986)-  47 47 28.     (N)    098 19 44.     (W)     SCALED    
 SM0001* NAVD 88     -       447.784  (meters)    1469.10   (feet)  ADJUSTED  
 SM0001  ___________________________________________________________________
 SM0001  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SM0001  DYNAMIC HT  -         447.860 (meters)    1469.35  (feet)  COMP
 SM0001  MODELED GRAV-     980,765.4   (mgal)                       NAVD 88
 SM0001
 SM0001  VERT ORDER  -  SECOND    CLASS 0
 SM0001
 SM0001.The horizontal coordinates were scaled from a topographic map and have
 SM0001.an estimated accuracy of +/- 6 seconds.
 SM0001
 SM0001.The orthometric height was determined by differential leveling
 SM0001.and adjusted by the National Geodetic Survey in June 1991..
 SM0001
 SM0001.The geoid height was determined by GEOID03.
 SM0001
 SM0001.The dynamic height is computed by dividing the NAVD 88
 SM0001.geopotential number by the normal gravity value computed on the
 SM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0001.degrees latitude (g = 980.6199 gals.).
 SM0001
 SM0001.The modeled gravity was interpolated from observed gravity values.
 SM0001
 SM0001;                    North         East    Units  Estimated Accuracy
 SM0001;SPC ND N     -    90,250.      762,640.      MT  (+/- 180 meters Scaled)
 SM0001
 SM0001                          SUPERSEDED SURVEY CONTROL
 SM0001
 SM0001  NGVD 29 (??/??/92)  447.44   (m)         1468.0    (f) COMPUTED    2 0
 SM0001
 SM0001.Superseded values are not recommended for survey control.
 SM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0001.See file dsdata.txt to determine how the superseded data were derived.
 SM0001
 SM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT502933(NAD 83)
 SM0001_MARKER: DB = BENCH MARK DISK
 SM0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0001_STAMPING: A-118 1934
 SM0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0001+STABILITY: SURFACE MOTION
 SM0001
 SM0001  HISTORY     - Date     Condition        Report By
 SM0001  HISTORY     - 1934     MONUMENTED       CGS
 SM0001
 SM0001                          STATION DESCRIPTION
 SM0001
 SM0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0001'IN PEKIN.
 SM0001'335 FEET WEST OF DEPOT, SET IN CONCRETE POST 75 FEET NORTH OF THE
 SM0001'CENTER LINE OF TRACK, 5 FEET SOUTH OF TELEGRAPH POLE, 1 FOOT BELOW
 SM0001'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0002 ***********************************************************************
 SM0002  DESIGNATION -  A 118 RESET
 SM0002  PID         -  SM0002
 SM0002  STATE/COUNTY-  ND/NELSON
 SM0002  USGS QUAD   -  PEKIN (1951)
 SM0002
 SM0002                         *CURRENT SURVEY CONTROL
 SM0002  ___________________________________________________________________
 SM0002* NAD 83(1986)-  47 47 26.     (N)    098 19 43.     (W)     SCALED    
 SM0002* NAVD 88     -       447.596  (meters)    1468.49   (feet)  ADJUSTED  
 SM0002  ___________________________________________________________________
 SM0002  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SM0002  DYNAMIC HT  -         447.671 (meters)    1468.73  (feet)  COMP
 SM0002  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SM0002
 SM0002  VERT ORDER  -  SECOND    CLASS 0
 SM0002
 SM0002.The horizontal coordinates were scaled from a topographic map and have
 SM0002.an estimated accuracy of +/- 6 seconds.
 SM0002
 SM0002.The orthometric height was determined by differential leveling
 SM0002.and adjusted by the National Geodetic Survey in June 1991..
 SM0002
 SM0002.The geoid height was determined by GEOID03.
 SM0002
 SM0002.The dynamic height is computed by dividing the NAVD 88
 SM0002.geopotential number by the normal gravity value computed on the
 SM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0002.degrees latitude (g = 980.6199 gals.).
 SM0002
 SM0002.The modeled gravity was interpolated from observed gravity values.
 SM0002
 SM0002;                    North         East    Units  Estimated Accuracy
 SM0002;SPC ND N     -    90,190.      762,670.      MT  (+/- 180 meters Scaled)
 SM0002
 SM0002                          SUPERSEDED SURVEY CONTROL
 SM0002
 SM0002  NGVD 29 (??/??/92)  447.246  (m)         1467.34   (f) ADJ UNCH    2 0
 SM0002
 SM0002.Superseded values are not recommended for survey control.
 SM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0002.See file dsdata.txt to determine how the superseded data were derived.
 SM0002
 SM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT502932(NAD 83)
 SM0002_MARKER: DB = BENCH MARK DISK
 SM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0002_STAMPING: A 118 RESET 1959
 SM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0002+STABILITY: SURFACE MOTION
 SM0002
 SM0002  HISTORY     - Date     Condition        Report By
 SM0002  HISTORY     - 1959     MONUMENTED       CGS
 SM0002  HISTORY     - 1963     GOOD             NGS
 SM0002
 SM0002                          STATION DESCRIPTION
 SM0002
 SM0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0002'IN PEKIN.
 SM0002'ABOUT 231 FEET WEST OF THE NORTHWEST CORNER OF THE GREAT NORTHERN
 SM0002'RAILWAY STATION AT PEKIN, 17 FEET WEST OF THE SIXTH POLE WEST OF
 SM0002'MILEPOST 85, 84 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 15, 35
 SM0002'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1.0 FOOT WEST OF A
 SM0002'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 SM0002'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0835 ***********************************************************************
 SN0835  DESIGNATION -  A 12
 SN0835  PID         -  SN0835
 SN0835  STATE/COUNTY-  ND/MCLEAN
 SN0835  USGS QUAD   -  WASHBURN (1980)
 SN0835
 SN0835                         *CURRENT SURVEY CONTROL
 SN0835  ___________________________________________________________________
 SN0835* NAD 83(1986)-  47 21 04.     (N)    101 05 15.     (W)     SCALED    
 SN0835* NAVD 88     -       564.750  (meters)    1852.85   (feet)  ADJUSTED  
 SN0835  ___________________________________________________________________
 SN0835  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SN0835  DYNAMIC HT  -         564.793 (meters)    1852.99  (feet)  COMP
 SN0835  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 SN0835
 SN0835  VERT ORDER  -  FIRST     CLASS II
 SN0835
 SN0835.The horizontal coordinates were scaled from a topographic map and have
 SN0835.an estimated accuracy of +/- 6 seconds.
 SN0835
 SN0835.The orthometric height was determined by differential leveling
 SN0835.and adjusted by the National Geodetic Survey in June 1991..
 SN0835
 SN0835.The geoid height was determined by GEOID03.
 SN0835
 SN0835.The dynamic height is computed by dividing the NAVD 88
 SN0835.geopotential number by the normal gravity value computed on the
 SN0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0835.degrees latitude (g = 980.6199 gals.).
 SN0835
 SN0835.The modeled gravity was interpolated from observed gravity values.
 SN0835
 SN0835;                    North         East    Units  Estimated Accuracy
 SN0835;SPC ND N     -    39,210.      555,610.      MT  (+/- 180 meters Scaled)
 SN0835
 SN0835                          SUPERSEDED SURVEY CONTROL
 SN0835
 SN0835  NGVD 29 (??/??/92)  564.340  (m)         1851.51   (f) ADJ UNCH    1 2
 SN0835
 SN0835.Superseded values are not recommended for survey control.
 SN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0835.See file dsdata.txt to determine how the superseded data were derived.
 SN0835
 SN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT423462(NAD 83)
 SN0835_MARKER: DB = BENCH MARK DISK
 SN0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0835_STAMPING: A 12 1927
 SN0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0835+STABILITY: SURFACE MOTION
 SN0835
 SN0835  HISTORY     - Date     Condition        Report By
 SN0835  HISTORY     - 1927     MONUMENTED       CGS
 SN0835  HISTORY     - 1962     GOOD             NGS
 SN0835  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0835
 SN0835                          STATION DESCRIPTION
 SN0835
 SN0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0835'0.8 MI SE FROM FALKIRK.
 SN0835'0.8 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0835'FALKIRK, ACROSS THE TRACK FROM A LARGE POND, ON THE OUTSIDE OF A
 SN0835'CURVE, 266 FEET SOUTH OF A SAFETY FIRST SIGN, 18 FEET EAST OF THE EAST
 SN0835'RAIL, 36 FEET NORTHWEST OF A TELEGRAPH POLE, 18 FEET EAST OF A FENCE
 SN0835'LINE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE
 SN0835'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 SN0835
 SN0835                          STATION RECOVERY (1982)
 SN0835
 SN0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0632 ***********************************************************************
 SM0632  DESIGNATION -  A 120
 SM0632  PID         -  SM0632
 SM0632  STATE/COUNTY-  ND/FOSTER
 SM0632  USGS QUAD   -  GLENFIELD (1951)
 SM0632
 SM0632                         *CURRENT SURVEY CONTROL
 SM0632  ___________________________________________________________________
 SM0632* NAD 83(1986)-  47 27 23.     (N)    098 34 06.     (W)     SCALED    
 SM0632* NAVD 88     -       458.023  (meters)    1502.70   (feet)  ADJUSTED  
 SM0632  ___________________________________________________________________
 SM0632  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM0632  DYNAMIC HT  -         458.076 (meters)    1502.87  (feet)  COMP
 SM0632  MODELED GRAV-     980,712.5   (mgal)                       NAVD 88
 SM0632
 SM0632  VERT ORDER  -  SECOND    CLASS 0
 SM0632
 SM0632.The horizontal coordinates were scaled from a topographic map and have
 SM0632.an estimated accuracy of +/- 6 seconds.
 SM0632
 SM0632.The orthometric height was determined by differential leveling
 SM0632.and adjusted by the National Geodetic Survey in June 1991..
 SM0632
 SM0632.The geoid height was determined by GEOID03.
 SM0632
 SM0632.The dynamic height is computed by dividing the NAVD 88
 SM0632.geopotential number by the normal gravity value computed on the
 SM0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0632.degrees latitude (g = 980.6199 gals.).
 SM0632
 SM0632.The modeled gravity was interpolated from observed gravity values.
 SM0632
 SM0632;                    North         East    Units  Estimated Accuracy
 SM0632;SPC ND N     -    52,570.      745,640.      MT  (+/- 180 meters Scaled)
 SM0632
 SM0632                          SUPERSEDED SURVEY CONTROL
 SM0632
 SM0632  NGVD 29 (??/??/92)  457.661  (m)         1501.51   (f) ADJ UNCH    2 0
 SM0632
 SM0632.Superseded values are not recommended for survey control.
 SM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0632.See file dsdata.txt to determine how the superseded data were derived.
 SM0632
 SM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT325559(NAD 83)
 SM0632_MARKER: DB = BENCH MARK DISK
 SM0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0632_SP_SET: BUILDING
 SM0632_STAMPING: A 120 1934
 SM0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0632
 SM0632  HISTORY     - Date     Condition        Report By
 SM0632  HISTORY     - 1934     MONUMENTED       CGS
 SM0632  HISTORY     - 1941     GOOD             NGS
 SM0632
 SM0632                          STATION DESCRIPTION
 SM0632
 SM0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 SM0632'IN GLENFIELD.
 SM0632'AT GLENFIELD, FOSTER COUNTY, ON SECOND AVENUE, AT THE PUBLIC SCHOOL,
 SM0632'IN THE SOUTH CONCRETE WALL, 26 INCHES WEST OF THE EAST END, 26 INCHES
 SM0632'EAST OF THE BASEMENT WINDOW, AND 4 FEET ABOVE GROUND.  A STANDARD
 SM0632'DISK, STAMPED A 120 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0760 ***********************************************************************
 SM0760  DESIGNATION -  A 121
 SM0760  PID         -  SM0760
 SM0760  STATE/COUNTY-  ND/WELLS
 SM0760  USGS QUAD   -  MUNSTER (1986)
 SM0760
 SM0760                         *CURRENT SURVEY CONTROL
 SM0760  ___________________________________________________________________
 SM0760* NAD 83(1986)-  47 44 17.     (N)    099 20 36.     (W)     SCALED    
 SM0760* NAVD 88     -       468.791  (meters)    1538.03   (feet)  ADJUSTED  
 SM0760  ___________________________________________________________________
 SM0760  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 SM0760  DYNAMIC HT  -         468.844 (meters)    1538.20  (feet)  COMP
 SM0760  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 SM0760
 SM0760  VERT ORDER  -  SECOND    CLASS 0
 SM0760
 SM0760.The horizontal coordinates were scaled from a topographic map and have
 SM0760.an estimated accuracy of +/- 6 seconds.
 SM0760
 SM0760.The orthometric height was determined by differential leveling
 SM0760.and adjusted by the National Geodetic Survey in June 1991..
 SM0760
 SM0760.The geoid height was determined by GEOID03.
 SM0760
 SM0760.The dynamic height is computed by dividing the NAVD 88
 SM0760.geopotential number by the normal gravity value computed on the
 SM0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0760.degrees latitude (g = 980.6199 gals.).
 SM0760
 SM0760.The modeled gravity was interpolated from observed gravity values.
 SM0760
 SM0760;                    North         East    Units  Estimated Accuracy
 SM0760;SPC ND N     -    82,710.      686,750.      MT  (+/- 180 meters Scaled)
 SM0760
 SM0760                          SUPERSEDED SURVEY CONTROL
 SM0760
 SM0760  NGVD 29 (??/??/92)  468.398  (m)         1536.74   (f) ADJ UNCH    2 0
 SM0760
 SM0760.Superseded values are not recommended for survey control.
 SM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0760.See file dsdata.txt to determine how the superseded data were derived.
 SM0760
 SM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT742872(NAD 83)
 SM0760_MARKER: DB = BENCH MARK DISK
 SM0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0760_SP_SET: RETAINING WALL
 SM0760_STAMPING: A 121 1934
 SM0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0760
 SM0760  HISTORY     - Date     Condition        Report By
 SM0760  HISTORY     - 1934     MONUMENTED       CGS
 SM0760  HISTORY     - 1960     GOOD             NGS
 SM0760
 SM0760                          STATION DESCRIPTION
 SM0760
 SM0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0760'2.3 MI E FROM BREMEN.
 SM0760'2.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0760'BREMEN, WELLS COUNTY, 16 POLES EAST OF MILEPOST 135, AT 150-FOOT STEEL
 SM0760'AND CONCRETE BRIDGE NO. 134.7 OVER JAMES RIVER, IN THE SOUTH END OF
 SM0760'THE EAST CONCRETE RETAINING WALL, 9 FEET SOUTH OF THE CENTERLINE OF
 SM0760'THE TRACK, AND ABOUT 18 INCHES LOWER THAN THE RAIL.  A STANDARD DISK,
 SM0760'STAMPED A 121 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0002 ***********************************************************************
 SN0002  DESIGNATION -  A 122
 SN0002  PID         -  SN0002
 SN0002  STATE/COUNTY-  ND/PIERCE
 SN0002  USGS QUAD   -  CLIFTON (1986)
 SN0002
 SN0002                         *CURRENT SURVEY CONTROL
 SN0002  ___________________________________________________________________
 SN0002* NAD 83(1986)-  47 53 00.     (N)    100 01 10.     (W)     SCALED    
 SN0002* NAVD 88     -       502.457  (meters)    1648.48   (feet)  ADJUSTED  
 SN0002  ___________________________________________________________________
 SN0002  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 SN0002  DYNAMIC HT  -         502.525 (meters)    1648.70  (feet)  COMP
 SN0002  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 SN0002
 SN0002  VERT ORDER  -  SECOND    CLASS 0
 SN0002
 SN0002.The horizontal coordinates were scaled from a topographic map and have
 SN0002.an estimated accuracy of +/- 6 seconds.
 SN0002
 SN0002.The orthometric height was determined by differential leveling
 SN0002.and adjusted by the National Geodetic Survey in June 1991..
 SN0002
 SN0002.The geoid height was determined by GEOID03.
 SN0002
 SN0002.The dynamic height is computed by dividing the NAVD 88
 SN0002.geopotential number by the normal gravity value computed on the
 SN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0002.degrees latitude (g = 980.6199 gals.).
 SN0002
 SN0002.The modeled gravity was interpolated from observed gravity values.
 SN0002
 SN0002;                    North         East    Units  Estimated Accuracy
 SN0002;SPC ND N     -    98,320.      635,940.      MT  (+/- 180 meters Scaled)
 SN0002
 SN0002                          SUPERSEDED SURVEY CONTROL
 SN0002
 SN0002  NGVD 29 (??/??/92)  502.066  (m)         1647.19   (f) ADJ UNCH    2 0
 SN0002
 SN0002.Superseded values are not recommended for survey control.
 SN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0002.See file dsdata.txt to determine how the superseded data were derived.
 SN0002
 SN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU237038(NAD 83)
 SN0002_MARKER: DB = BENCH MARK DISK
 SN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0002_STAMPING: A 122 1934
 SN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0002+STABILITY: SURFACE MOTION
 SN0002
 SN0002  HISTORY     - Date     Condition        Report By
 SN0002  HISTORY     - 1934     MONUMENTED       CGS
 SN0002  HISTORY     - 1958     MARK NOT FOUND   NGS
 SN0002
 SN0002                          STATION DESCRIPTION
 SN0002
 SN0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0002'0.9 MI E FROM CLIFTON.
 SN0002'0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0002'CLIFTON, PIERCE COUNTY, 4-1/2 POLES EAST OF MILEPOST 168, ACROSS THE
 SN0002'TRACK FROM A ROW OF POLES, 37 FEET SOUTH OF THE CENTERLINE OF THE
 SN0002'TRACK, 2 FEET LOWER THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE
 SN0002'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0347 ***********************************************************************
 TF0347  DESIGNATION -  A 123
 TF0347  PID         -  TF0347
 TF0347  STATE/COUNTY-  ND/MCHENRY
 TF0347  USGS QUAD   -  BERGEN (1957)
 TF0347
 TF0347                         *CURRENT SURVEY CONTROL
 TF0347  ___________________________________________________________________
 TF0347* NAD 83(1986)-  48 06 56.     (N)    100 42 34.     (W)     SCALED    
 TF0347* NAVD 88     -       470.572  (meters)    1543.87   (feet)  ADJUSTED  
 TF0347  ___________________________________________________________________
 TF0347  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF0347  DYNAMIC HT  -         470.644 (meters)    1544.10  (feet)  COMP
 TF0347  MODELED GRAV-     980,750.2   (mgal)                       NAVD 88
 TF0347
 TF0347  VERT ORDER  -  SECOND    CLASS 0
 TF0347
 TF0347.The horizontal coordinates were scaled from a topographic map and have
 TF0347.an estimated accuracy of +/- 6 seconds.
 TF0347
 TF0347.The orthometric height was determined by differential leveling
 TF0347.and adjusted by the National Geodetic Survey in June 1991..
 TF0347
 TF0347.The geoid height was determined by GEOID03.
 TF0347
 TF0347.The dynamic height is computed by dividing the NAVD 88
 TF0347.geopotential number by the normal gravity value computed on the
 TF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0347.degrees latitude (g = 980.6199 gals.).
 TF0347
 TF0347.The modeled gravity was interpolated from observed gravity values.
 TF0347
 TF0347;                    North         East    Units  Estimated Accuracy
 TF0347;SPC ND N     -   124,050.      584,410.      MT  (+/- 180 meters Scaled)
 TF0347
 TF0347                          SUPERSEDED SURVEY CONTROL
 TF0347
 TF0347  NGVD 29 (??/??/92)  470.199  (m)         1542.64   (f) ADJ UNCH    2 0
 TF0347
 TF0347.Superseded values are not recommended for survey control.
 TF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0347.See file dsdata.txt to determine how the superseded data were derived.
 TF0347
 TF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU727305(NAD 83)
 TF0347_MARKER: DB = BENCH MARK DISK
 TF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0347_STAMPING: A 123 1934
 TF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0347+STABILITY: SURFACE MOTION
 TF0347
 TF0347  HISTORY     - Date     Condition        Report By
 TF0347  HISTORY     - 1934     MONUMENTED       CGS
 TF0347  HISTORY     - 1962     GOOD             NGS
 TF0347
 TF0347                          STATION DESCRIPTION
 TF0347
 TF0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0347'1.5 MI E FROM VERENDRYE.
 TF0347'ABOUT 1.5 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0347'STATION AT VERENDRYE, ABOUT 0.2 MILE EAST OF A GRAVELED ROAD CROSSING,
 TF0347'114 FEET NORTHWEST OF MILEPOST 204, 45.5 FEET NORTH OF THE NORTH RAIL,
 TF0347'25.5 FEET NORTHEAST OF A TELEGRAPH POLE, 6.5 FEET SOUTHWEST OF A FENCE
 TF0347'CORNER, 3 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST,
 TF0347'ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK, A DISK IN THE TOP OF A
 TF0347'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0958 ***********************************************************************
 TF0958  DESIGNATION -  A 124
 TF0958  PID         -  TF0958
 TF0958  STATE/COUNTY-  ND/WARD
 TF0958  USGS QUAD   -  DEERING (1949)
 TF0958
 TF0958                         *CURRENT SURVEY CONTROL
 TF0958  ___________________________________________________________________
 TF0958* NAD 83(1986)-  48 26 19.     (N)    101 06 45.     (W)     SCALED    
 TF0958* NAVD 88     -       473.501  (meters)    1553.48   (feet)  ADJUSTED  
 TF0958  ___________________________________________________________________
 TF0958  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0958  DYNAMIC HT  -         473.592 (meters)    1553.78  (feet)  COMP
 TF0958  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TF0958
 TF0958  VERT ORDER  -  SECOND    CLASS 0
 TF0958
 TF0958.The horizontal coordinates were scaled from a topographic map and have
 TF0958.an estimated accuracy of +/- 6 seconds.
 TF0958
 TF0958.The orthometric height was determined by differential leveling
 TF0958.and adjusted by the National Geodetic Survey in June 1991..
 TF0958
 TF0958.The geoid height was determined by GEOID03.
 TF0958
 TF0958.The dynamic height is computed by dividing the NAVD 88
 TF0958.geopotential number by the normal gravity value computed on the
 TF0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0958.degrees latitude (g = 980.6199 gals.).
 TF0958
 TF0958.The modeled gravity was interpolated from observed gravity values.
 TF0958
 TF0958;                    North         East    Units  Estimated Accuracy
 TF0958;SPC ND N     -   160,130.      554,680.      MT  (+/- 180 meters Scaled)
 TF0958
 TF0958                          SUPERSEDED SURVEY CONTROL
 TF0958
 TF0958  NGVD 29 (??/??/92)  473.132  (m)         1552.27   (f) ADJ UNCH    2 0
 TF0958
 TF0958.Superseded values are not recommended for survey control.
 TF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0958.See file dsdata.txt to determine how the superseded data were derived.
 TF0958
 TF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU437672(NAD 83)
 TF0958_MARKER: DB = BENCH MARK DISK
 TF0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0958_STAMPING: A 124 1934
 TF0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0958+STABILITY: SURFACE MOTION
 TF0958
 TF0958  HISTORY     - Date     Condition        Report By
 TF0958  HISTORY     - 1934     MONUMENTED       CGS
 TF0958  HISTORY     - 1935     GOOD             NGS
 TF0958
 TF0958                          STATION DESCRIPTION
 TF0958
 TF0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0958'3.8 MI NE FROM DEERING.
 TF0958'IN WARD COUNTY, 3.8 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY
 TF0958'FROM THE STATION AT DEERING, MCHENRY COUNTY, 15 FEET SOUTHEAST OF
 TF0958'MILEPOST 17, 45 FEET NORTH OF THE CENTER OF A PRIVATE-ROAD CROSSING,
 TF0958'36 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 TF0958'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 124 1934
 TF0958'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0823 ***********************************************************************
 SM0823  DESIGNATION -  A 125
 SM0823  PID         -  SM0823
 SM0823  STATE/COUNTY-  ND/STUTSMAN
 SM0823  USGS QUAD   -  GOLDWIN (1986)
 SM0823
 SM0823                         *CURRENT SURVEY CONTROL
 SM0823  ___________________________________________________________________
 SM0823* NAD 83(1986)-  47 08 54.     (N)    099 12 06.     (W)     SCALED    
 SM0823* NAVD 88     -       574.382  (meters)    1884.45   (feet)  ADJUSTED  
 SM0823  ___________________________________________________________________
 SM0823  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SM0823  DYNAMIC HT  -         574.409 (meters)    1884.54  (feet)  COMP
 SM0823  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 SM0823
 SM0823  VERT ORDER  -  SECOND    CLASS 0
 SM0823
 SM0823.The horizontal coordinates were scaled from a topographic map and have
 SM0823.an estimated accuracy of +/- 6 seconds.
 SM0823
 SM0823.The orthometric height was determined by differential leveling
 SM0823.and adjusted by the National Geodetic Survey in June 1991..
 SM0823
 SM0823.The geoid height was determined by GEOID03.
 SM0823
 SM0823.The dynamic height is computed by dividing the NAVD 88
 SM0823.geopotential number by the normal gravity value computed on the
 SM0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0823.degrees latitude (g = 980.6199 gals.).
 SM0823
 SM0823.The modeled gravity was interpolated from observed gravity values.
 SM0823
 SM0823;                    North         East    Units  Estimated Accuracy
 SM0823;SPC ND S     -   165,510.      698,460.      MT  (+/- 180 meters Scaled)
 SM0823
 SM0823                          SUPERSEDED SURVEY CONTROL
 SM0823
 SM0823  NGVD 29 (??/??/92)  573.955  (m)         1883.05   (f) ADJ UNCH    2 0
 SM0823
 SM0823.Superseded values are not recommended for survey control.
 SM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0823.See file dsdata.txt to determine how the superseded data were derived.
 SM0823
 SM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT847216(NAD 83)
 SM0823_MARKER: DB = BENCH MARK DISK
 SM0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0823_STAMPING: A 125 1934
 SM0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0823+STABILITY: SURFACE MOTION
 SM0823
 SM0823  HISTORY     - Date     Condition        Report By
 SM0823  HISTORY     - 1934     MONUMENTED       CGS
 SM0823  HISTORY     - 1960     GOOD             NGS
 SM0823
 SM0823                          STATION DESCRIPTION
 SM0823
 SM0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0823'IN GOLDWIN.
 SM0823'AT GOLDWIN, STUTSMAN COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 18
 SM0823'FEET SOUTH OF THE STATION, ABOUT 150 FEET WEST OF A GRADE CROSSING, 45
 SM0823'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 2 FEET NORTH OF A POLE,
 SM0823'AND ABOUT 2.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 SM0823'STAMPED A 125 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1472 ***********************************************************************
 SN1472  DESIGNATION -  A 126
 SN1472  PID         -  SN1472
 SN1472  STATE/COUNTY-  ND/KIDDER
 SN1472  USGS QUAD   -  LAKE HELEN (1979)
 SN1472
 SN1472                         *CURRENT SURVEY CONTROL
 SN1472  ___________________________________________________________________
 SN1472* NAD 83(1986)-  47 08 30.     (N)    100 01 19.     (W)     SCALED    
 SN1472* NAVD 88     -       570.562  (meters)    1871.92   (feet)  ADJUSTED  
 SN1472  ___________________________________________________________________
 SN1472  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 SN1472  DYNAMIC HT  -         570.588 (meters)    1872.00  (feet)  COMP
 SN1472  MODELED GRAV-     980,638.9   (mgal)                       NAVD 88
 SN1472
 SN1472  VERT ORDER  -  SECOND    CLASS 0
 SN1472
 SN1472.The horizontal coordinates were scaled from a topographic map and have
 SN1472.an estimated accuracy of +/- 6 seconds.
 SN1472
 SN1472.The orthometric height was determined by differential leveling
 SN1472.and adjusted by the National Geodetic Survey in June 1991..
 SN1472
 SN1472.The geoid height was determined by GEOID03.
 SN1472
 SN1472.The dynamic height is computed by dividing the NAVD 88
 SN1472.geopotential number by the normal gravity value computed on the
 SN1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1472.degrees latitude (g = 980.6199 gals.).
 SN1472
 SN1472.The modeled gravity was interpolated from observed gravity values.
 SN1472
 SN1472;                    North         East    Units  Estimated Accuracy
 SN1472;SPC ND S     -   164,070.      636,260.      MT  (+/- 180 meters Scaled)
 SN1472
 SN1472                          SUPERSEDED SURVEY CONTROL
 SN1472
 SN1472  NGVD 29 (??/??/92)  570.141  (m)         1870.54   (f) ADJ UNCH    2 0
 SN1472
 SN1472.Superseded values are not recommended for survey control.
 SN1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1472.See file dsdata.txt to determine how the superseded data were derived.
 SN1472
 SN1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT225214(NAD 83)
 SN1472_MARKER: DB = BENCH MARK DISK
 SN1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1472_STAMPING: A 126 1934
 SN1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1472+STABILITY: SURFACE MOTION
 SN1472
 SN1472  HISTORY     - Date     Condition        Report By
 SN1472  HISTORY     - 1934     MONUMENTED       CGS
 SN1472  HISTORY     - 1957     GOOD             NGS
 SN1472
 SN1472                          STATION DESCRIPTION
 SN1472
 SN1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN1472'1.4 MI W FROM TUTTLE.
 SN1472'1.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN1472'TUTTLE, KIDDER COUNTY, AT MILEPOST 56, ABOUT 1 POLE EAST OF A
 SN1472'PRIVATE-ROAD CROSSING, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 SN1472'2 FEET SOUTH OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A
 SN1472'STANDARD DISK, STAMPED A 126 1934 AND SET IN THE TOP OF A CONCRETE
 SN1472'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0258 ***********************************************************************
 RR0258  DESIGNATION -  A 128
 RR0258  PID         -  RR0258
 RR0258  STATE/COUNTY-  ND/MORTON
 RR0258  USGS QUAD   -  FORT RICE (1971)
 RR0258
 RR0258                         *CURRENT SURVEY CONTROL
 RR0258  ___________________________________________________________________
 RR0258* NAD 83(1986)-  46 30 10.     (N)    100 35 08.     (W)     SCALED    
 RR0258* NAVD 88     -       497.250  (meters)    1631.39   (feet)  ADJUSTED  
 RR0258  ___________________________________________________________________
 RR0258  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RR0258  DYNAMIC HT  -         497.249 (meters)    1631.39  (feet)  COMP
 RR0258  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RR0258
 RR0258  VERT ORDER  -  SECOND    CLASS 0
 RR0258
 RR0258.The horizontal coordinates were scaled from a topographic map and have
 RR0258.an estimated accuracy of +/- 6 seconds.
 RR0258
 RR0258.The orthometric height was determined by differential leveling
 RR0258.and adjusted by the National Geodetic Survey in June 1991..
 RR0258
 RR0258.The geoid height was determined by GEOID03.
 RR0258
 RR0258.The dynamic height is computed by dividing the NAVD 88
 RR0258.geopotential number by the normal gravity value computed on the
 RR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0258.degrees latitude (g = 980.6199 gals.).
 RR0258
 RR0258.The modeled gravity was interpolated from observed gravity values.
 RR0258
 RR0258;                    North         East    Units  Estimated Accuracy
 RR0258;SPC ND S     -    92,940.      593,430.      MT  (+/- 180 meters Scaled)
 RR0258
 RR0258                          SUPERSEDED SURVEY CONTROL
 RR0258
 RR0258  NGVD 29 (??/??/92)  496.837  (m)         1630.04   (f) ADJ UNCH    2 0
 RR0258
 RR0258.Superseded values are not recommended for survey control.
 RR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0258.See file dsdata.txt to determine how the superseded data were derived.
 RR0258
 RR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS783511(NAD 83)
 RR0258_MARKER: DB = BENCH MARK DISK
 RR0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0258_STAMPING: A-128 1934
 RR0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0258+STABILITY: SURFACE MOTION
 RR0258
 RR0258  HISTORY     - Date     Condition        Report By
 RR0258  HISTORY     - 1934     MONUMENTED       CGS
 RR0258  HISTORY     - 1956     GOOD             NGS
 RR0258
 RR0258                          STATION DESCRIPTION
 RR0258
 RR0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0258'1.5 MI S FROM FT RICE.
 RR0258'1.5 MILES SOUTH OF DEPOT AT FORT RICE ALONG THE NORTHERN PACIFIC RAILR
 RR0258'16 POLES NORTH OF MILEPOLE NO. 29.  SET IN CONCRETE POST, 7 FEET WEST
 RR0258'POLE, 49 FT SOUTHWEST OF CENTERLINE OF TRACK AND 3.5 FEET ABOVE TOP OF
 RR0258'RAIL.
 RR0258
 RR0258                          STATION RECOVERY (1956)
 RR0258
 RR0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0156 ***********************************************************************
 RR0156  DESIGNATION -  A 129
 RR0156  PID         -  RR0156
 RR0156  STATE/COUNTY-  ND/SIOUX
 RR0156  USGS QUAD   -  FORT YATES (1968)
 RR0156
 RR0156                         *CURRENT SURVEY CONTROL
 RR0156  ___________________________________________________________________
 RR0156* NAD 83(1986)-  46 04 06.     (N)    100 38 54.     (W)     SCALED    
 RR0156* NAVD 88     -       496.129  (meters)    1627.72   (feet)  ADJUSTED  
 RR0156  ___________________________________________________________________
 RR0156  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RR0156  DYNAMIC HT  -         496.111 (meters)    1627.66  (feet)  COMP
 RR0156  MODELED GRAV-     980,562.2   (mgal)                       NAVD 88
 RR0156
 RR0156  VERT ORDER  -  FIRST     CLASS II
 RR0156
 RR0156.The horizontal coordinates were scaled from a topographic map and have
 RR0156.an estimated accuracy of +/- 6 seconds.
 RR0156
 RR0156.The orthometric height was determined by differential leveling
 RR0156.and adjusted by the National Geodetic Survey in June 1991..
 RR0156
 RR0156.The geoid height was determined by GEOID03.
 RR0156
 RR0156.The dynamic height is computed by dividing the NAVD 88
 RR0156.geopotential number by the normal gravity value computed on the
 RR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0156.degrees latitude (g = 980.6199 gals.).
 RR0156
 RR0156.The modeled gravity was interpolated from observed gravity values.
 RR0156
 RR0156;                    North         East    Units  Estimated Accuracy
 RR0156;SPC ND S     -    44,660.      588,520.      MT  (+/- 180 meters Scaled)
 RR0156
 RR0156                          SUPERSEDED SURVEY CONTROL
 RR0156
 RR0156  NGVD 29 (??/??/92)  495.744  (m)         1626.45   (f) ADJ UNCH    1 2
 RR0156
 RR0156.Superseded values are not recommended for survey control.
 RR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0156.See file dsdata.txt to determine how the superseded data were derived.
 RR0156
 RR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS725029(NAD 83)
 RR0156_MARKER: DB = BENCH MARK DISK
 RR0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0156_SP_SET: BRIDGE
 RR0156_STAMPING: A 129 1934
 RR0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0156
 RR0156  HISTORY     - Date     Condition        Report By
 RR0156  HISTORY     - 1934     MONUMENTED       CGS
 RR0156  HISTORY     - 1949     GOOD             NGS
 RR0156  HISTORY     - 1956     GOOD             NGS
 RR0156
 RR0156                          STATION DESCRIPTION
 RR0156
 RR0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0156'1.3 MI SW FROM FORT YATES.
 RR0156'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0156'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0156'SIOUX COUNTY, AT THE NORTH END OF A CONCRETE BRIDGE IN THE CENTER OF
 RR0156'THE TOP OF THE LEVEL PORTION OF THE EAST CONCRETE WING WALL, AND ABOUT
 RR0156'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 129 1934.
 RR0156
 RR0156                          STATION RECOVERY (1956)
 RR0156
 RR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0578 ***********************************************************************
 SN0578  DESIGNATION -  A 13
 SN0578  PID         -  SN0578
 SN0578  STATE/COUNTY-  ND/WARD
 SN0578  USGS QUAD   -  MAX (1980)
 SN0578
 SN0578                         *CURRENT SURVEY CONTROL
 SN0578  ___________________________________________________________________
 SN0578* NAD 83(1986)-  47 51 21.     (N)    101 17 36.     (W)     SCALED    
 SN0578* NAVD 88     -       662.613  (meters)    2173.92   (feet)  POSTED    
 SN0578  ___________________________________________________________________
 SN0578  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN0578  DYNAMIC HT  -         662.680 (meters)    2174.14  (feet)  COMP
 SN0578  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 SN0578
 SN0578  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SN0578
 SN0578.The horizontal coordinates were scaled from a topographic map and have
 SN0578.an estimated accuracy of +/- 6 seconds.
 SN0578
 SN0578.The orthometric height was determined by differential leveling
 SN0578.and adjusted by the National Geodetic Survey in 1992..
 SN0578.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SN0578.rate of 0.0 thru 1.0 mm/km.
 SN0578
 SN0578.The geoid height was determined by GEOID03.
 SN0578
 SN0578.The dynamic height is computed by dividing the NAVD 88
 SN0578.geopotential number by the normal gravity value computed on the
 SN0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0578.degrees latitude (g = 980.6199 gals.).
 SN0578
 SN0578.The modeled gravity was interpolated from observed gravity values.
 SN0578
 SN0578;                    North         East    Units  Estimated Accuracy
 SN0578;SPC ND N     -    95,460.      540,640.      MT  (+/- 180 meters Scaled)
 SN0578
 SN0578                          SUPERSEDED SURVEY CONTROL
 SN0578
 SN0578.No superseded survey control is available for this station.
 SN0578
 SN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284028(NAD 83)
 SN0578_MARKER: DB = BENCH MARK DISK
 SN0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0578_STAMPING: 2172.591 A 13 1927
 SN0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0578+STABILITY: SURFACE MOTION
 SN0578
 SN0578  HISTORY     - Date     Condition        Report By
 SN0578  HISTORY     - 1927     MONUMENTED       CGS
 SN0578  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0578  HISTORY     - 1981     MARK NOT FOUND   NGS
 SN0578
 SN0578                          STATION DESCRIPTION
 SN0578
 SN0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0578'2.5 MI N FROM MAX.
 SN0578'IN WARD COUNTY, 2.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM MAX,
 SN0578'MCCLEAN COUNTY, 0.5 MILE NORTH OF THE MCLEAN-WARD COUNTY LINE, 1/4
 SN0578'MILE SOUTHEAST OF A RANCH HOUSE ON A HILL, 82 FEET NORTHWEST OF THE
 SN0578'CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 76
 SN0578'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND NEAR THE JUNCTION OF A
 SN0578'SECTION-LINE ROAD LEADING WEST.  A STANDARD DISK, STAMPED 2172.591 A
 SN0578'13 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2-1/2
 SN0578'INCHES ABOVE GROUND.  NOTE-- THERE APPEARS TO HAVE BEEN SOME DIRT
 SN0578'MOVED FROM THE VICINITY.
 SN0578
 SN0578                          STATION RECOVERY (1981)
 SN0578
 SN0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0191 ***********************************************************************
 RR0191  DESIGNATION -  A 130
 RR0191  PID         -  RR0191
 RR0191  STATE/COUNTY-  ND/SIOUX
 RR0191  USGS QUAD   -  BREIEN (1980)
 RR0191
 RR0191                         *CURRENT SURVEY CONTROL
 RR0191  ___________________________________________________________________
 RR0191* NAD 83(1986)-  46 23 42.     (N)    100 53 31.     (W)     SCALED    
 RR0191* NAVD 88     -       514.772  (meters)    1688.88   (feet)  ADJUSTED  
 RR0191  ___________________________________________________________________
 RR0191  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RR0191  DYNAMIC HT  -         514.758 (meters)    1688.84  (feet)  COMP
 RR0191  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 RR0191
 RR0191  VERT ORDER  -  SECOND    CLASS 0
 RR0191
 RR0191.The horizontal coordinates were scaled from a topographic map and have
 RR0191.an estimated accuracy of +/- 6 seconds.
 RR0191
 RR0191.The orthometric height was determined by differential leveling
 RR0191.and adjusted by the National Geodetic Survey in June 1991..
 RR0191
 RR0191.The geoid height was determined by GEOID03.
 RR0191
 RR0191.The dynamic height is computed by dividing the NAVD 88
 RR0191.geopotential number by the normal gravity value computed on the
 RR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0191.degrees latitude (g = 980.6199 gals.).
 RR0191
 RR0191.The modeled gravity was interpolated from observed gravity values.
 RR0191
 RR0191;                    North         East    Units  Estimated Accuracy
 RR0191;SPC ND S     -    81,030.      569,860.      MT  (+/- 180 meters Scaled)
 RR0191
 RR0191                          SUPERSEDED SURVEY CONTROL
 RR0191
 RR0191  NGVD 29 (??/??/92)  514.347  (m)         1687.49   (f) ADJ UNCH    2 0
 RR0191
 RR0191.Superseded values are not recommended for survey control.
 RR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0191.See file dsdata.txt to determine how the superseded data were derived.
 RR0191
 RR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS545396(NAD 83)
 RR0191_MARKER: DB = BENCH MARK DISK
 RR0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0191_STAMPING: 1687.392 A 130 1934
 RR0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0191+STABILITY: SURFACE MOTION
 RR0191
 RR0191  HISTORY     - Date     Condition        Report By
 RR0191  HISTORY     - 1934     MONUMENTED       CGS
 RR0191  HISTORY     - 1975     GOOD             USGS
 RR0191
 RR0191                          STATION DESCRIPTION
 RR0191
 RR0191'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0191'2.6 MI E FROM BREIEN.
 RR0191'BREIEN, 2.6 MI. EAST OF, ALONG ABANDONED RR GRADE.  4.6 MI. WEST OF
 RR0191'SOLEN.  NEAR CENTER OF SECTION 29, T. 134 N., R. 81 W.  ABOUT 100 FT.
 RR0191'WEST OF SMALL DRAIN.  AT EAST END OF CUT.  52 FT. EAST AND 42 FT.
 RR0191'NORTH AND 2.4 FT. HIGHER THAN ROAD AT ABANDONED RR GRADE.  IN CONCRETE
 RR0191'POST PROJECTING 2 INCHES ABOVE GROUND.  STANDARD TABLET STAMPED
 RR0191'1687.392 A 130 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0288 ***********************************************************************
 RP0288  DESIGNATION -  A 131
 RP0288  PID         -  RP0288
 RP0288  STATE/COUNTY-  ND/RICHLAND
 RP0288  USGS QUAD   -  SONORA (1972)
 RP0288
 RP0288                         *CURRENT SURVEY CONTROL
 RP0288  ___________________________________________________________________
 RP0288* NAD 83(1986)-  46 03 30.     (N)    096 41 14.     (W)     SCALED    
 RP0288* NAVD 88     -       300.630  (meters)     986.32   (feet)  ADJUSTED  
 RP0288  ___________________________________________________________________
 RP0288  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0288  DYNAMIC HT  -         300.632 (meters)     986.32  (feet)  COMP
 RP0288  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RP0288
 RP0288  VERT ORDER  -  SECOND    CLASS 0
 RP0288
 RP0288.The horizontal coordinates were scaled from a topographic map and have
 RP0288.an estimated accuracy of +/- 6 seconds.
 RP0288
 RP0288.The orthometric height was determined by differential leveling
 RP0288.and adjusted by the National Geodetic Survey in June 1991..
 RP0288
 RP0288.The geoid height was determined by GEOID03.
 RP0288
 RP0288.The dynamic height is computed by dividing the NAVD 88
 RP0288.geopotential number by the normal gravity value computed on the
 RP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0288.degrees latitude (g = 980.6199 gals.).
 RP0288
 RP0288.The modeled gravity was interpolated from observed gravity values.
 RP0288
 RP0288;                    North         East    Units  Estimated Accuracy
 RP0288;SPC ND S     -    50,700.      894,930.      MT  (+/- 180 meters Scaled)
 RP0288
 RP0288                          SUPERSEDED SURVEY CONTROL
 RP0288
 RP0288  NGVD 29 (??/??/92)  300.423  (m)          985.64   (f) ADJ UNCH    2 0
 RP0288
 RP0288.Superseded values are not recommended for survey control.
 RP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0288.See file dsdata.txt to determine how the superseded data were derived.
 RP0288
 RP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS788031(NAD 83)
 RP0288_MARKER: DB = BENCH MARK DISK
 RP0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0288_STAMPING: A 131 1934
 RP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0288+STABILITY: SURFACE MOTION
 RP0288
 RP0288  HISTORY     - Date     Condition        Report By
 RP0288  HISTORY     - 1934     MONUMENTED       CGS
 RP0288  HISTORY     - 1972     MARK NOT FOUND   USGS
 RP0288  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0288
 RP0288                          STATION DESCRIPTION
 RP0288
 RP0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0288'3.8 MI W FROM FAIRMOUNT.
 RP0288'3.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0288'RAILWAY FROM FAIRMOUNT, RICHLAND COUNTY, 10 POLES NORTHEAST OF
 RP0288'MILEPOST 4, 486 FEET WEST OF A RAILROAD JUNCTION, 42 FEET NORTHWEST OF
 RP0288'THE CENTERLINE OF THE TRACK, AND 2.5 FEET LOWER THAN THE TRACK.  A
 RP0288'STANDARD DISK, STAMPED A 131 1934 AND SET IN THE TOP OF A CONCRETE
 RP0288'POST.
 RP0288
 RP0288                          STATION RECOVERY (1972)
 RP0288
 RP0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RP0288'MARK NOT FOUND.
 RP0288
 RP0288                          STATION RECOVERY (1990)
 RP0288
 RP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0237 ***********************************************************************
 RR0237  DESIGNATION -  A 16
 RR0237  PID         -  RR0237
 RR0237  STATE/COUNTY-  ND/MORTON
 RR0237  USGS QUAD   -  MANDAN (1976)
 RR0237
 RR0237                         *CURRENT SURVEY CONTROL
 RR0237  ___________________________________________________________________
 RR0237* NAD 83(1986)-  46 49 44.     (N)    100 53 23.     (W)     SCALED    
 RR0237* NAVD 88     -       503.709  (meters)    1652.59   (feet)  ADJUSTED  
 RR0237  ___________________________________________________________________
 RR0237  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RR0237  DYNAMIC HT  -         503.716 (meters)    1652.61  (feet)  COMP
 RR0237  MODELED GRAV-     980,613.0   (mgal)                       NAVD 88
 RR0237
 RR0237  VERT ORDER  -  FIRST     CLASS II
 RR0237
 RR0237.The horizontal coordinates were scaled from a topographic map and have
 RR0237.an estimated accuracy of +/- 6 seconds.
 RR0237
 RR0237.The orthometric height was determined by differential leveling
 RR0237.and adjusted by the National Geodetic Survey in June 1991..
 RR0237
 RR0237.The geoid height was determined by GEOID03.
 RR0237
 RR0237.The dynamic height is computed by dividing the NAVD 88
 RR0237.geopotential number by the normal gravity value computed on the
 RR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0237.degrees latitude (g = 980.6199 gals.).
 RR0237
 RR0237.The modeled gravity was interpolated from observed gravity values.
 RR0237
 RR0237;                    North         East    Units  Estimated Accuracy
 RR0237;SPC ND S     -   129,260.      570,270.      MT  (+/- 180 meters Scaled)
 RR0237
 RR0237                          SUPERSEDED SURVEY CONTROL
 RR0237
 RR0237  NGVD 29 (??/??/92)  503.358  (m)         1651.43   (f) ADJ UNCH    1 2
 RR0237
 RR0237.Superseded values are not recommended for survey control.
 RR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0237.See file dsdata.txt to determine how the superseded data were derived.
 RR0237
 RR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS558878(NAD 83)
 RR0237_MARKER: DB = BENCH MARK DISK
 RR0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0237_SP_SET: BUILDING
 RR0237_STAMPING: 1651.368 A 16 1931
 RR0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0237
 RR0237  HISTORY     - Date     Condition        Report By
 RR0237  HISTORY     - 1931     MONUMENTED       CGS
 RR0237  HISTORY     - 1956     GOOD             NGS
 RR0237  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0237
 RR0237                          STATION DESCRIPTION
 RR0237
 RR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0237'IN MANDAN.
 RR0237'AT MANDAN, MORTON COUNTY, AT THE POST OFFICE BUILDING, AT THE
 RR0237'SOUTHWEST CORNER, IN THE SOUTH WALL, AND 5 FEET ABOVE THE GROUND.  A
 RR0237'STANDARD DISK, STAMPED 1651.368 A 16 1931 AND SET VERTICALLY.
 RR0237
 RR0237                          STATION RECOVERY (1956)
 RR0237
 RR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0237'RECOVERED IN GOOD CONDITION.
 RR0237
 RR0237                          STATION RECOVERY (1982)
 RR0237
 RR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0237'THE POST OFFICE HAS A NEW BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0202 ***********************************************************************
 RQ0202  DESIGNATION -  A 17
 RQ0202  PID         -  RQ0202
 RQ0202  STATE/COUNTY-  ND/STUTSMAN
 RQ0202  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0202
 RQ0202                         *CURRENT SURVEY CONTROL
 RQ0202  ___________________________________________________________________
 RQ0202* NAD 83(1986)-  46 53 35.     (N)    098 59 22.     (W)     SCALED    
 RQ0202* NAVD 88     -       529.471  (meters)    1737.11   (feet)  ADJUSTED  
 RQ0202  ___________________________________________________________________
 RQ0202  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 RQ0202  DYNAMIC HT  -         529.488 (meters)    1737.16  (feet)  COMP
 RQ0202  MODELED GRAV-     980,629.0   (mgal)                       NAVD 88
 RQ0202
 RQ0202  VERT ORDER  -  FIRST     CLASS II
 RQ0202
 RQ0202.The horizontal coordinates were scaled from a topographic map and have
 RQ0202.an estimated accuracy of +/- 6 seconds.
 RQ0202
 RQ0202.The orthometric height was determined by differential leveling
 RQ0202.and adjusted by the National Geodetic Survey in June 1991..
 RQ0202.WARNING-Repeat measurements at this control monument indicate possible
 RQ0202.vertical movement.
 RQ0202
 RQ0202.The geoid height was determined by GEOID03.
 RQ0202
 RQ0202.The dynamic height is computed by dividing the NAVD 88
 RQ0202.geopotential number by the normal gravity value computed on the
 RQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0202.degrees latitude (g = 980.6199 gals.).
 RQ0202
 RQ0202.The modeled gravity was interpolated from observed gravity values.
 RQ0202
 RQ0202;                    North         East    Units  Estimated Accuracy
 RQ0202;SPC ND S     -   137,430.      715,100.      MT  (+/- 180 meters Scaled)
 RQ0202
 RQ0202                          SUPERSEDED SURVEY CONTROL
 RQ0202
 RQ0202  NGVD 29 (??/??/92)  529.032  (m)         1735.67   (f) ADJ UNCH    1 2
 RQ0202
 RQ0202.Superseded values are not recommended for survey control.
 RQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0202.See file dsdata.txt to determine how the superseded data were derived.
 RQ0202
 RQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS008932(NAD 83)
 RQ0202_MARKER: DB = BENCH MARK DISK
 RQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0202_STAMPING: 1735.666 A 17 1931
 RQ0202_MARK LOGO: CGS   
 RQ0202_PROJECTION: FLUSH
 RQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0202+STABILITY: SURFACE MOTION
 RQ0202
 RQ0202  HISTORY     - Date     Condition        Report By
 RQ0202  HISTORY     - 1931     MONUMENTED       CGS
 RQ0202  HISTORY     - 1960     GOOD             NGS
 RQ0202  HISTORY     - 1982     GOOD             NGS
 RQ0202
 RQ0202                          STATION DESCRIPTION
 RQ0202
 RQ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0202'2.5 MI E FROM WINDSOR.
 RQ0202'ABOUT 2.5 MILES EAST OF WINDSOR, ABOUT 198 FEET SOUTH OF SOUTH RAIL,
 RQ0202'ABOUT 160 FEET WEST OF CENTERLINE OF A ROAD NORTH OF AN INTERCHANGE,
 RQ0202'11 1.2 FEET NORTHEAST OF THE SECOND TELEPHONE POLE WEST OF ROAD AND 1
 RQ0202'FOOT NORTH OF FENCE ALONG NORTH SIDE OF INTERSTATE 94.  A STANDARD
 RQ0202'DISK, STAMPED 1735.666 A 17 1931 AND SET IN THE TOP OF A CONCRETE POST
 RQ0202'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 RQ0202
 RQ0202                          STATION RECOVERY (1982)
 RQ0202
 RQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0202'RECOVERED THIS DATE.  NOTE, AT THE EAST EDGE OF A FIELD ENTRANCE
 RQ0202'ROAD AND WIRE GATE.
 RQ0202'THE MARK IS 0.6 METERS  ENE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0576 ***********************************************************************
 TF0576  DESIGNATION -  A 170
 TF0576  PID         -  TF0576
 TF0576  STATE/COUNTY-  ND/BOTTINEAU
 TF0576  USGS QUAD   -  CARBURY (1956)
 TF0576
 TF0576                         *CURRENT SURVEY CONTROL
 TF0576  ___________________________________________________________________
 TF0576* NAD 83(1986)-  48 59 40.     (N)    100 31 19.     (W)     SCALED    
 TF0576* NAVD 88     -       655.150  (meters)    2149.44   (feet)  ADJUSTED  
 TF0576  ___________________________________________________________________
 TF0576  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0576  DYNAMIC HT  -         655.296 (meters)    2149.92  (feet)  COMP
 TF0576  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 TF0576
 TF0576  VERT ORDER  -  SECOND    CLASS 0
 TF0576
 TF0576.The horizontal coordinates were scaled from a topographic map and have
 TF0576.an estimated accuracy of +/- 6 seconds.
 TF0576
 TF0576.The orthometric height was determined by differential leveling
 TF0576.and adjusted by the National Geodetic Survey in June 1991..
 TF0576
 TF0576.The geoid height was determined by GEOID03.
 TF0576
 TF0576.The dynamic height is computed by dividing the NAVD 88
 TF0576.geopotential number by the normal gravity value computed on the
 TF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0576.degrees latitude (g = 980.6199 gals.).
 TF0576
 TF0576.The modeled gravity was interpolated from observed gravity values.
 TF0576
 TF0576;                    North         East    Units  Estimated Accuracy
 TF0576;SPC ND N     -   221,760.      598,390.      MT  (+/- 180 meters Scaled)
 TF0576
 TF0576                          SUPERSEDED SURVEY CONTROL
 TF0576
 TF0576  NGVD 29 (??/??/92)  654.738  (m)         2148.09   (f) ADJ UNCH    2 0
 TF0576
 TF0576.Superseded values are not recommended for survey control.
 TF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0576.See file dsdata.txt to determine how the superseded data were derived.
 TF0576
 TF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV886279(NAD 83)
 TF0576_MARKER: DB = BENCH MARK DISK
 TF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0576_STAMPING: A 170 1935
 TF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0576+STABILITY: SURFACE MOTION
 TF0576
 TF0576  HISTORY     - Date     Condition        Report By
 TF0576  HISTORY     - 1935     MONUMENTED       CGS
 TF0576
 TF0576                          STATION DESCRIPTION
 TF0576
 TF0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0576'7.0 MI N FROM CARBURY.
 TF0576'7.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN RAILWAY
 TF0576'STATION AT CARBURY, BOTTINEAU COUNTY, 1.6 MILES EAST ALONG A
 TF0576'SECTION-LINE ROAD, AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF
 TF0576'SECTION 33, T. 164 N., R. 76 W., AT THE WEST END OF A CURVE TO THE
 TF0576'NORTH, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5.5 FEET WEST OF A
 TF0576'FENCE CORNER, AND 1 FOOT NORTH OF THE PROPERTY-LINE FENCE.  A STANDARD
 TF0576'DISK, STAMPED A 170 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0058 ***********************************************************************
 TF0058  DESIGNATION -  A 171
 TF0058  PID         -  TF0058
 TF0058  STATE/COUNTY-  ND/BOTTINEAU
 TF0058  USGS QUAD   -  OMEMEE (1980)
 TF0058
 TF0058                         *CURRENT SURVEY CONTROL
 TF0058  ___________________________________________________________________
 TF0058* NAD 83(1986)-  48 42 20.     (N)    100 20 28.     (W)     SCALED    
 TF0058* NAVD 88     -       459.451  (meters)    1507.38   (feet)  ADJUSTED  
 TF0058  ___________________________________________________________________
 TF0058  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF0058  DYNAMIC HT  -         459.564 (meters)    1507.75  (feet)  COMP
 TF0058  MODELED GRAV-     980,842.2   (mgal)                       NAVD 88
 TF0058
 TF0058  VERT ORDER  -  SECOND    CLASS 0
 TF0058
 TF0058.The horizontal coordinates were scaled from a topographic map and have
 TF0058.an estimated accuracy of +/- 6 seconds.
 TF0058
 TF0058.The orthometric height was determined by differential leveling
 TF0058.and adjusted by the National Geodetic Survey in June 1991..
 TF0058
 TF0058.The geoid height was determined by GEOID03.
 TF0058
 TF0058.The dynamic height is computed by dividing the NAVD 88
 TF0058.geopotential number by the normal gravity value computed on the
 TF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0058.degrees latitude (g = 980.6199 gals.).
 TF0058
 TF0058.The modeled gravity was interpolated from observed gravity values.
 TF0058
 TF0058;                    North         East    Units  Estimated Accuracy
 TF0058;SPC ND N     -   189,650.      611,690.      MT  (+/- 180 meters Scaled)
 TF0058
 TF0058                          SUPERSEDED SURVEY CONTROL
 TF0058
 TF0058  NGVD 29 (??/??/92)  459.089  (m)         1506.19   (f) ADJ UNCH    2 0
 TF0058
 TF0058.Superseded values are not recommended for survey control.
 TF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0058.See file dsdata.txt to determine how the superseded data were derived.
 TF0058
 TF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU013955(NAD 83)
 TF0058_MARKER: DB = BENCH MARK DISK
 TF0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0058_STAMPING: A 171 1935
 TF0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0058+STABILITY: SURFACE MOTION
 TF0058
 TF0058  HISTORY     - Date     Condition        Report By
 TF0058  HISTORY     - 1935     MONUMENTED       CGS
 TF0058  HISTORY     - 1951     MARK NOT FOUND   USGS
 TF0058
 TF0058                          STATION DESCRIPTION
 TF0058
 TF0058'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0058'0.7 MI NE FROM OMEMEE.
 TF0058'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN
 TF0058'RAILWAY STATION AT OMEMEE, BOTTINEAU COUNTY, 320 FEET NORTH OF THE
 TF0058'CORNER COMMON TO SECTIONS 3, 4, 9 AND 10, T. 160 N., R. 75 W., AT A
 TF0058'TURN TO THE EAST IN THE HIGHWAY, 34.5 FEET WEST OF THE CENTERLINE OF
 TF0058'THE HIGHWAY, AND 1 FOOT EAST OF THE PROPERTYLINE FENCE.  A STANDARD
 TF0058'DISK, STAMPED A 171 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0081 ***********************************************************************
 TF0081  DESIGNATION -  A 172
 TF0081  PID         -  TF0081
 TF0081  STATE/COUNTY-  ND/ROLETTE
 TF0081  USGS QUAD   -  FONDA (1955)
 TF0081
 TF0081                         *CURRENT SURVEY CONTROL
 TF0081  ___________________________________________________________________
 TF0081* NAD 83(1986)-  48 40 32.     (N)    100 00 55.     (W)     SCALED    
 TF0081* NAVD 88     -       474.382  (meters)    1556.37   (feet)  ADJUSTED  
 TF0081  ___________________________________________________________________
 TF0081  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0081  DYNAMIC HT  -         474.497 (meters)    1556.75  (feet)  COMP
 TF0081  MODELED GRAV-     980,838.4   (mgal)                       NAVD 88
 TF0081
 TF0081  VERT ORDER  -  SECOND    CLASS 0
 TF0081
 TF0081.The horizontal coordinates were scaled from a topographic map and have
 TF0081.an estimated accuracy of +/- 6 seconds.
 TF0081
 TF0081.The orthometric height was determined by differential leveling
 TF0081.and adjusted by the National Geodetic Survey in June 1991..
 TF0081
 TF0081.The geoid height was determined by GEOID03.
 TF0081
 TF0081.The dynamic height is computed by dividing the NAVD 88
 TF0081.geopotential number by the normal gravity value computed on the
 TF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0081.degrees latitude (g = 980.6199 gals.).
 TF0081
 TF0081.The modeled gravity was interpolated from observed gravity values.
 TF0081
 TF0081;                    North         East    Units  Estimated Accuracy
 TF0081;SPC ND N     -   186,410.      635,700.      MT  (+/- 180 meters Scaled)
 TF0081
 TF0081                          SUPERSEDED SURVEY CONTROL
 TF0081
 TF0081  NGVD 29 (??/??/92)  474.010  (m)         1555.15   (f) ADJ UNCH    2 0
 TF0081
 TF0081.Superseded values are not recommended for survey control.
 TF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0081.See file dsdata.txt to determine how the superseded data were derived.
 TF0081
 TF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU252918(NAD 83)
 TF0081_MARKER: DB = BENCH MARK DISK
 TF0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0081_SP_SET: CULVERT
 TF0081_STAMPING: A-172 1935
 TF0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0081
 TF0081  HISTORY     - Date     Condition        Report By
 TF0081  HISTORY     - 1935     MONUMENTED       CGS
 TF0081
 TF0081                          STATION DESCRIPTION
 TF0081
 TF0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0081'0.4 MI N FROM FONDA.
 TF0081'0.4 MILE NORTH OF, ALONG NORTH-SOUTH TOWNSHIP ROAD, FROM CROSSING OF
 TF0081'SOO LINE R.R. AT JUNCTION WITH ST. HWY. 29.  34 FEET SOUTHEAST SECTION
 TF0081'CORNER COMMON TO SECTIONS 13, 24, T 160 N, R 73 W, AND 18, 19 OF T 160
 TF0081'N, R 72 W.  TABLET SET IN CENTER OF SOUTHEAST HEADWALL OF A DOUBLE 10
 TF0081'X 5 FT. CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0082 ***********************************************************************
 TF0082  DESIGNATION -  A 172 RESET
 TF0082  PID         -  TF0082
 TF0082  STATE/COUNTY-  ND/ROLETTE
 TF0082  USGS QUAD   -  FONDA (1955)
 TF0082
 TF0082                         *CURRENT SURVEY CONTROL
 TF0082  ___________________________________________________________________
 TF0082* NAD 83(1986)-  48 40 32.     (N)    100 00 55.     (W)     SCALED    
 TF0082* NAVD 88     -       473.62   (+/-2cm)    1553.9    (feet)  VERTCON   
 TF0082  ___________________________________________________________________
 TF0082  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0082
 TF0082  VERT ORDER  -  THIRD (See Below)
 TF0082
 TF0082.The horizontal coordinates were scaled from a topographic map and have
 TF0082.an estimated accuracy of +/- 6 seconds.
 TF0082
 TF0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0082.The vertical order pertains to the NGVD 29 superseded value.
 TF0082
 TF0082.The geoid height was determined by GEOID03.
 TF0082
 TF0082;                    North         East    Units  Estimated Accuracy
 TF0082;SPC ND N     -   186,410.      635,700.      MT  (+/- 180 meters Scaled)
 TF0082
 TF0082                          SUPERSEDED SURVEY CONTROL
 TF0082
 TF0082  NGVD 29 (11/04/04)  473.23   (m)         1552.6    (f) RESET       3  
 TF0082
 TF0082.Superseded values are not recommended for survey control.
 TF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0082.See file dsdata.txt to determine how the superseded data were derived.
 TF0082
 TF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU252918(NAD 83)
 TF0082_MARKER: DB = BENCH MARK DISK
 TF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0082_STAMPING: A 172 RESET 1961
 TF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0082+STABILITY: SURFACE MOTION
 TF0082
 TF0082  HISTORY     - Date     Condition        Report By
 TF0082  HISTORY     - 1961     MONUMENTED       CGS
 TF0082
 TF0082                          STATION DESCRIPTION
 TF0082
 TF0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 TF0082'0.4 MI N FROM FONDA.
 TF0082'THIS MARK IS LOCATED 0.4 MILE NORTH ALONG A SECTIONLINE ROAD FROM THE
 TF0082'RAILROAD CROSSING TO EAST OF FONDA, AT THE SECTION CORNER COMMON TO
 TF0082'SECTIONS 13, 18, 19 AND 24, T. 160 N., R. 72 AND 73 W., IN THE
 TF0082'NORTHWEST ANGLE OF CROSSROADS, 100 FEET NORTH OF THE CENTERLINE OF
 TF0082'STATE HIGHWAY 29 AND 75 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 TF0082'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 TF0082'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1521 ***********************************************************************
 TE1521  DESIGNATION -  A 174
 TE1521  PID         -  TE1521
 TE1521  STATE/COUNTY-  ND/ROLETTE
 TE1521  USGS QUAD   -  THORNE (1955)
 TE1521
 TE1521                         *CURRENT SURVEY CONTROL
 TE1521  ___________________________________________________________________
 TE1521* NAD 83(1986)-  48 38 47.     (N)    099 59 38.     (W)     SCALED    
 TE1521* NAVD 88     -       483.875  (meters)    1587.51   (feet)  POSTED    
 TE1521  ___________________________________________________________________
 TE1521  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TE1521  DYNAMIC HT  -         483.990 (meters)    1587.89  (feet)  COMP
 TE1521  MODELED GRAV-     980,834.3   (mgal)                       NAVD 88
 TE1521
 TE1521  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1521
 TE1521.The horizontal coordinates were scaled from a topographic map and have
 TE1521.an estimated accuracy of +/- 6 seconds.
 TE1521
 TE1521.The orthometric height was determined by differential leveling
 TE1521.and adjusted by the National Geodetic Survey in 1992..
 TE1521.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1521.rate of 0.0 thru 1.0 mm/km.
 TE1521
 TE1521.The geoid height was determined by GEOID03.
 TE1521
 TE1521.The dynamic height is computed by dividing the NAVD 88
 TE1521.geopotential number by the normal gravity value computed on the
 TE1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1521.degrees latitude (g = 980.6199 gals.).
 TE1521
 TE1521.The modeled gravity was interpolated from observed gravity values.
 TE1521
 TE1521;                    North         East    Units  Estimated Accuracy
 TE1521;SPC ND N     -   183,180.      637,290.      MT  (+/- 180 meters Scaled)
 TE1521
 TE1521                          SUPERSEDED SURVEY CONTROL
 TE1521
 TE1521  NGVD 29 (??/??/92)  483.491  (m)         1586.25   (f) ADJ UNCH    2 0
 TE1521
 TE1521.Superseded values are not recommended for survey control.
 TE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1521.See file dsdata.txt to determine how the superseded data were derived.
 TE1521
 TE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU267886(NAD 83)
 TE1521_MARKER: DB = BENCH MARK DISK
 TE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1521_STAMPING: A-174 1935
 TE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1521+STABILITY: SURFACE MOTION
 TE1521
 TE1521  HISTORY     - Date     Condition        Report By
 TE1521  HISTORY     - 1935     MONUMENTED       CGS
 TE1521
 TE1521                          STATION DESCRIPTION
 TE1521
 TE1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1521'2.4 MI SE FROM FONDA.
 TE1521'1 MILE EAST AND 1.4 MILE SOUTH, ALONG NORTH-SOUTH SECTION ROAD, FROM
 TE1521'JCT. OF TOWNSHIP-LINE RD. AND SOO LINE R.R. ABOUT 160 FEET SOUTH OF
 TE1521'SECTION CORNER COMMON TO SECTIONS 29, 30, 31 AND 32, T 160 N, R 72 W.
 TE1521'38.5 FEET EAST OF THE ROAD CENTERLINE, IN LINE WITH A ROW OF TREES.
 TE1521'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1187 ***********************************************************************
 TE1187  DESIGNATION -  A 177
 TE1187  PID         -  TE1187
 TE1187  STATE/COUNTY-  ND/TOWNER
 TE1187  USGS QUAD   -  ROCK LAKE (1970)
 TE1187
 TE1187                         *CURRENT SURVEY CONTROL
 TE1187  ___________________________________________________________________
 TE1187* NAD 83(1986)-  48 47 31.     (N)    099 14 37.     (W)     SCALED    
 TE1187* NAVD 88     -       470.777  (meters)    1544.54   (feet)  ADJUSTED  
 TE1187  ___________________________________________________________________
 TE1187  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 TE1187  DYNAMIC HT  -         470.888 (meters)    1544.90  (feet)  COMP
 TE1187  MODELED GRAV-     980,832.1   (mgal)                       NAVD 88
 TE1187
 TE1187  VERT ORDER  -  SECOND    CLASS 0
 TE1187
 TE1187.The horizontal coordinates were scaled from a topographic map and have
 TE1187.an estimated accuracy of +/- 6 seconds.
 TE1187
 TE1187.The orthometric height was determined by differential leveling
 TE1187.and adjusted by the National Geodetic Survey in June 1991..
 TE1187
 TE1187.The geoid height was determined by GEOID03.
 TE1187
 TE1187.The dynamic height is computed by dividing the NAVD 88
 TE1187.geopotential number by the normal gravity value computed on the
 TE1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1187.degrees latitude (g = 980.6199 gals.).
 TE1187
 TE1187.The modeled gravity was interpolated from observed gravity values.
 TE1187
 TE1187;                    North         East    Units  Estimated Accuracy
 TE1187;SPC ND N     -   199,990.      692,310.      MT  (+/- 180 meters Scaled)
 TE1187
 TE1187                          SUPERSEDED SURVEY CONTROL
 TE1187
 TE1187  NGVD 29 (??/??/92)  470.388  (m)         1543.26   (f) ADJ UNCH    2 0
 TE1187
 TE1187.Superseded values are not recommended for survey control.
 TE1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1187.See file dsdata.txt to determine how the superseded data were derived.
 TE1187
 TE1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV821043(NAD 83)
 TE1187_MARKER: DB = BENCH MARK DISK
 TE1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1187_STAMPING: A 177 1935
 TE1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1187+STABILITY: SURFACE MOTION
 TE1187
 TE1187  HISTORY     - Date     Condition        Report By
 TE1187  HISTORY     - 1935     MONUMENTED       CGS
 TE1187
 TE1187                          STATION DESCRIPTION
 TE1187
 TE1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1187'IN ROCKLAKE.
 TE1187'AT ROCKLAKE, TOWNER COUNTY, 50 FEET WEST OF THE NORTHWEST CORNER OF
 TE1187'THE FARMERS GRAIN AND SHIPPING CO. RAILROAD STATION, 44.3 FEET SOUTH
 TE1187'OF THE CENTERLINE OF THE MAIN TRACK, AND 7 FEET NORTH OF A POWER POLE.
 TE1187'A STANDARD DISK, STAMPED A 177 1935 AND SET IN THE TOP OF A CONCRETE
 TE1187'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1174 ***********************************************************************
 TE1174  DESIGNATION -  A 178
 TE1174  PID         -  TE1174
 TE1174  STATE/COUNTY-  ND/TOWNER
 TE1174  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1174
 TE1174                         *CURRENT SURVEY CONTROL
 TE1174  ___________________________________________________________________
 TE1174* NAD 83(1986)-  48 53 30.     (N)    099 08 01.     (W)     SCALED    
 TE1174* NAVD 88     -       476.444  (meters)    1563.13   (feet)  ADJUSTED  
 TE1174  ___________________________________________________________________
 TE1174  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 TE1174  DYNAMIC HT  -         476.561 (meters)    1563.52  (feet)  COMP
 TE1174  MODELED GRAV-     980,840.8   (mgal)                       NAVD 88
 TE1174
 TE1174  VERT ORDER  -  SECOND    CLASS 0
 TE1174
 TE1174.The horizontal coordinates were scaled from a topographic map and have
 TE1174.an estimated accuracy of +/- 6 seconds.
 TE1174
 TE1174.The orthometric height was determined by differential leveling
 TE1174.and adjusted by the National Geodetic Survey in June 1991..
 TE1174
 TE1174.The geoid height was determined by GEOID03.
 TE1174
 TE1174.The dynamic height is computed by dividing the NAVD 88
 TE1174.geopotential number by the normal gravity value computed on the
 TE1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1174.degrees latitude (g = 980.6199 gals.).
 TE1174
 TE1174.The modeled gravity was interpolated from observed gravity values.
 TE1174
 TE1174;                    North         East    Units  Estimated Accuracy
 TE1174;SPC ND N     -   211,220.      700,200.      MT  (+/- 180 meters Scaled)
 TE1174
 TE1174                          SUPERSEDED SURVEY CONTROL
 TE1174
 TE1174  NGVD 29 (??/??/92)  476.038  (m)         1561.80   (f) ADJ UNCH    2 0
 TE1174
 TE1174.Superseded values are not recommended for survey control.
 TE1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1174.See file dsdata.txt to determine how the superseded data were derived.
 TE1174
 TE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV902154(NAD 83)
 TE1174_MARKER: DB = BENCH MARK DISK
 TE1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1174_STAMPING: A 178 1935
 TE1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1174+STABILITY: SURFACE MOTION
 TE1174
 TE1174  HISTORY     - Date     Condition        Report By
 TE1174  HISTORY     - 1935     MONUMENTED       CGS
 TE1174  HISTORY     - 1935     GOOD             NGS
 TE1174
 TE1174                          STATION DESCRIPTION
 TE1174
 TE1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1174'5.1 MI E FROM ROCKLAKE.
 TE1174'5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE FARMERS GRAIN AND
 TE1174'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 7.0 MILES
 TE1174'NORTH ALONG A SECTION-LINE ROAD.  100 FEET SOUTHWEST OF THE CORNER
 TE1174'COMMON TO TPS. 162 AND 163 N, RS. 65 AND 66 W, 64.6 FEET WEST OF A
 TE1174'FENCE CORNER AND T.B.M. 6 A DESCRIBED ABOVE, 34 FEET SOUTH OF THE
 TE1174'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 1 FOOT NORTH OF THE FENCE. A
 TE1174'STANDARD DISK, STAMPED A 178 1935 AND SET IN THE TOP OF A CONCRETE
 TE1174'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0322 ***********************************************************************
 TD0322  DESIGNATION -  A 181
 TD0322  PID         -  TD0322
 TD0322  STATE/COUNTY-  ND/PEMBINA
 TD0322  USGS QUAD   -  BATHGATE SE (1970)
 TD0322
 TD0322                         *CURRENT SURVEY CONTROL
 TD0322  ___________________________________________________________________
 TD0322* NAD 83(1986)-  48 48 12.     (N)    097 15 10.     (W)     SCALED    
 TD0322* NAVD 88     -       243.966  (meters)     800.41   (feet)  ADJUSTED  
 TD0322  ___________________________________________________________________
 TD0322  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 TD0322  DYNAMIC HT  -         244.032 (meters)     800.63  (feet)  COMP
 TD0322  MODELED GRAV-     980,871.4   (mgal)                       NAVD 88
 TD0322
 TD0322  VERT ORDER  -  SECOND    CLASS 0
 TD0322
 TD0322.The horizontal coordinates were scaled from a topographic map and have
 TD0322.an estimated accuracy of +/- 6 seconds.
 TD0322
 TD0322.The orthometric height was determined by differential leveling
 TD0322.and adjusted by the National Geodetic Survey in June 1991..
 TD0322
 TD0322.The geoid height was determined by GEOID03.
 TD0322
 TD0322.The dynamic height is computed by dividing the NAVD 88
 TD0322.geopotential number by the normal gravity value computed on the
 TD0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0322.degrees latitude (g = 980.6199 gals.).
 TD0322
 TD0322.The modeled gravity was interpolated from observed gravity values.
 TD0322
 TD0322;                    North         East    Units  Estimated Accuracy
 TD0322;SPC ND N     -   205,540.      838,470.      MT  (+/- 180 meters Scaled)
 TD0322
 TD0322                          SUPERSEDED SURVEY CONTROL
 TD0322
 TD0322  NGVD 29 (??/??/92)  243.565  (m)          799.10   (f) ADJ UNCH    2 0
 TD0322
 TD0322.Superseded values are not recommended for survey control.
 TD0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0322.See file dsdata.txt to determine how the superseded data were derived.
 TD0322
 TD0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV282070(NAD 83)
 TD0322_MARKER: DB = BENCH MARK DISK
 TD0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0322_STAMPING: A 181 1935
 TD0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0322+STABILITY: SURFACE MOTION
 TD0322
 TD0322  HISTORY     - Date     Condition        Report By
 TD0322  HISTORY     - 1935     MONUMENTED       CGS
 TD0322  HISTORY     - 1972     MARK NOT FOUND   USGS
 TD0322
 TD0322                          STATION DESCRIPTION
 TD0322
 TD0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0322'8.8 MI E FROM HAMILTON.
 TD0322'8.8 MILES EAST ALONG STATE HIGHWAY 5 FROM THE CROSSING OF THE GREAT
 TD0322'NORTHERN RAILWAY AT HAMILTON, PEMBINA COUNTY, 0.2 MILE WEST OF THE
 TD0322'CORNER OF SECTIONS 4, 5, 32 AND 33, T. 161 AND 162 N., R. 51 W., 175
 TD0322'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE S. SWENSON HOUSE, 61
 TD0322'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 3.4 FEET WEST OF THE
 TD0322'NORTHEAST CORNER OF THE WIRE FENCE.  A STANDARD DISK, STAMPED A 181
 TD0322'1935 AND SET IN THE TOP OF A CONCRETE POST.
 TD0322
 TD0322                          STATION RECOVERY (1972)
 TD0322
 TD0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TD0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0645 ***********************************************************************
 TD0645  DESIGNATION -  A 182
 TD0645  PID         -  TD0645
 TD0645  STATE/COUNTY-  ND/PEMBINA
 TD0645  USGS QUAD   -  HANKS CORNER (1964)
 TD0645
 TD0645                         *CURRENT SURVEY CONTROL
 TD0645  ___________________________________________________________________
 TD0645* NAD 83(1986)-  48 49 07.     (N)    097 55 36.     (W)     SCALED    
 TD0645* NAVD 88     -       368.698  (meters)    1209.64   (feet)  ADJUSTED  
 TD0645  ___________________________________________________________________
 TD0645  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 TD0645  DYNAMIC HT  -         368.794 (meters)    1209.95  (feet)  COMP
 TD0645  MODELED GRAV-     980,860.2   (mgal)                       NAVD 88
 TD0645
 TD0645  VERT ORDER  -  SECOND    CLASS 0
 TD0645
 TD0645.The horizontal coordinates were scaled from a topographic map and have
 TD0645.an estimated accuracy of +/- 6 seconds.
 TD0645
 TD0645.The orthometric height was determined by differential leveling
 TD0645.and adjusted by the National Geodetic Survey in June 1991..
 TD0645
 TD0645.The geoid height was determined by GEOID03.
 TD0645
 TD0645.The dynamic height is computed by dividing the NAVD 88
 TD0645.geopotential number by the normal gravity value computed on the
 TD0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0645.degrees latitude (g = 980.6199 gals.).
 TD0645
 TD0645.The modeled gravity was interpolated from observed gravity values.
 TD0645
 TD0645;                    North         East    Units  Estimated Accuracy
 TD0645;SPC ND N     -   205,360.      788,950.      MT  (+/- 180 meters Scaled)
 TD0645
 TD0645                          SUPERSEDED SURVEY CONTROL
 TD0645
 TD0645  NGVD 29 (??/??/92)  368.297  (m)         1208.32   (f) ADJ UNCH    2 0
 TD0645
 TD0645.Superseded values are not recommended for survey control.
 TD0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0645.See file dsdata.txt to determine how the superseded data were derived.
 TD0645
 TD0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV787078(NAD 83)
 TD0645_MARKER: DB = BENCH MARK DISK
 TD0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0645_STAMPING: A-182 1935
 TD0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0645+STABILITY: SURFACE MOTION
 TD0645
 TD0645  HISTORY     - Date     Condition        Report By
 TD0645  HISTORY     - 1935     MONUMENTED       CGS
 TD0645  HISTORY     - 1935     GOOD             NGS
 TD0645  HISTORY     - 1983     GOOD             LOCSUR
 TD0645
 TD0645                          STATION DESCRIPTION
 TD0645
 TD0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0645'7.2 MI S FROM WALHALLA.
 TD0645'0.75 MILES NORTH, THENCE 6.0 MILES WEST OF SVOLD POST OFFICE ALONG
 TD0645'SECTION ROADS.  ALSO 7.2 MILES SOUTH ALONG STATE HWY 32 FROM THE
 TD0645'INTERSECTION IN WALHALLA, PEMBINA CO. OF STATE HWY 32 AND ROAD LEADING
 TD0645'WEST TO VANG, CAVALIER CO.  AT N.W. CORNER OF SEC 32, T 162 N, R 56 W.
 TD0645'80 FEET EAST OF T.B.M. C-8.  40.5 FEET EAST OF CENTERLINE OF
 TD0645'NORTH-SOUTH ROAD OR STATE HWY 32.  39 FEET SOUTH OF CENTERLINE OF
 TD0645'EAST-WEST ROAD.  6.3 FEET SOUTH OF NORTHWEST CORNER OF FENCE.  TABLET
 TD0645'SET IN PRECAST CONCRETE POST.
 TD0645
 TD0645                          STATION RECOVERY (1983)
 TD0645
 TD0645'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0646 ***********************************************************************
 TD0646  DESIGNATION -  A 182 RESET
 TD0646  PID         -  TD0646
 TD0646  STATE/COUNTY-  ND/PEMBINA
 TD0646  USGS QUAD   -  HANKS CORNER (1964)
 TD0646
 TD0646                         *CURRENT SURVEY CONTROL
 TD0646  ___________________________________________________________________
 TD0646* NAD 83(1986)-  48 49 08.     (N)    097 55 38.     (W)     SCALED    
 TD0646* NAVD 88     -       368.77   (+/-2cm)    1209.9    (feet)  VERTCON   
 TD0646  ___________________________________________________________________
 TD0646  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 TD0646
 TD0646  VERT ORDER  -  THIRD (See Below)
 TD0646
 TD0646.The horizontal coordinates were scaled from a topographic map and have
 TD0646.an estimated accuracy of +/- 6 seconds.
 TD0646
 TD0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0646.The vertical order pertains to the NGVD 29 superseded value.
 TD0646
 TD0646.The geoid height was determined by GEOID03.
 TD0646
 TD0646;                    North         East    Units  Estimated Accuracy
 TD0646;SPC ND N     -   205,390.      788,910.      MT  (+/- 180 meters Scaled)
 TD0646
 TD0646                          SUPERSEDED SURVEY CONTROL
 TD0646
 TD0646  NGVD 29 (11/04/04)  368.37   (m)         1208.6    (f) RESET       3  
 TD0646
 TD0646.Superseded values are not recommended for survey control.
 TD0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0646.See file dsdata.txt to determine how the superseded data were derived.
 TD0646
 TD0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV787078(NAD 83)
 TD0646_MARKER: DB = BENCH MARK DISK
 TD0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0646_STAMPING: A 182 RESET 1956
 TD0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0646+STABILITY: SURFACE MOTION
 TD0646
 TD0646  HISTORY     - Date     Condition        Report By
 TD0646  HISTORY     - 1956     MONUMENTED       CGS
 TD0646
 TD0646                          STATION DESCRIPTION
 TD0646
 TD0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TD0646'7.2 MI S FROM WALHALLA.
 TD0646'7.2 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF THE VANG
 TD0646'ROAD AT WALHALLA, PEMBINA COUNTY, IN THE NORTHWEST ANGLE OF A ROAD
 TD0646'INTERSECTION.  99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET
 TD0646'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 1.5 FEET EAST OF THE
 TD0646'EAST ONE OF TWO POWER LINE POLES.  A STANDARD DISK, STAMPED A 182
 TD0646'RESET 1956 AND SET IN THE TOP OF CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0633 ***********************************************************************
 TD0633  DESIGNATION -  A 183
 TD0633  PID         -  TD0633
 TD0633  STATE/COUNTY-  ND/PEMBINA
 TD0633  USGS QUAD   -  CAVALIER NW (1964)
 TD0633
 TD0633                         *CURRENT SURVEY CONTROL
 TD0633  ___________________________________________________________________
 TD0633* NAD 83(1986)-  48 59 59.     (N)    097 38 40.     (W)     SCALED    
 TD0633* NAVD 88     -       257.576  (meters)     845.06   (feet)  ADJUSTED  
 TD0633  ___________________________________________________________________
 TD0633  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 TD0633  DYNAMIC HT  -         257.657 (meters)     845.33  (feet)  COMP
 TD0633  MODELED GRAV-     980,915.1   (mgal)                       NAVD 88
 TD0633
 TD0633  VERT ORDER  -  SECOND    CLASS 0
 TD0633
 TD0633.The horizontal coordinates were scaled from a topographic map and have
 TD0633.an estimated accuracy of +/- 6 seconds.
 TD0633
 TD0633.The orthometric height was determined by differential leveling
 TD0633.and adjusted by the National Geodetic Survey in June 1991..
 TD0633
 TD0633.The geoid height was determined by GEOID03.
 TD0633
 TD0633.The dynamic height is computed by dividing the NAVD 88
 TD0633.geopotential number by the normal gravity value computed on the
 TD0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0633.degrees latitude (g = 980.6199 gals.).
 TD0633
 TD0633.The modeled gravity was interpolated from observed gravity values.
 TD0633
 TD0633;                    North         East    Units  Estimated Accuracy
 TD0633;SPC ND N     -   226,220.      808,910.      MT  (+/- 180 meters Scaled)
 TD0633
 TD0633                          SUPERSEDED SURVEY CONTROL
 TD0633
 TD0633  NGVD 29 (??/??/92)  257.191  (m)          843.80   (f) ADJ UNCH    2 0
 TD0633
 TD0633.Superseded values are not recommended for survey control.
 TD0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0633.See file dsdata.txt to determine how the superseded data were derived.
 TD0633
 TD0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV991283(NAD 83)
 TD0633_MARKER: DB = BENCH MARK DISK
 TD0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0633_STAMPING: A 183 1935
 TD0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0633+STABILITY: SURFACE MOTION
 TD0633
 TD0633  HISTORY     - Date     Condition        Report By
 TD0633  HISTORY     - 1935     MONUMENTED       CGS
 TD0633  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0633
 TD0633                          STATION DESCRIPTION
 TD0633
 TD0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0633'1.5 MI N FROM NECHE.
 TD0633'1.5 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE GREAT NORTHERN RAILWAY
 TD0633'STATION AT NECHE, PEMBINA COUNTY, 4.0 MILES WEST ALONG A BOUNDARY-LINE
 TD0633'ROAD, AT THE NORTHWEST CORNER OF THE SW 1/4 SECTION 28, T. 164 N., R.
 TD0633'54 W., 0.5 MILE WEST OF INTERNATIONAL BOUNDARY MARKER 812, 1,000 FEET
 TD0633'WEST OF A NORTH-AND-SOUTH DRAINAGE DITCH, 175 FEET WEST OF THE
 TD0633'SOUTHEAST CORNER OF A WIRE FENCE, 18.5 FEET NORTH OF THE CENTERLINE OF
 TD0633'THE ROAD, 2.8 FEET WEST OF A POLE, AND 2.5 FEET SOUTH OF THE UNITED
 TD0633'STATES-CANADIAN BOUNDARY LINE.  A STANDARD DISK, STAMPED A 183 1935
 TD0633'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0616 ***********************************************************************
 TD0616  DESIGNATION -  A 184
 TD0616  PID         -  TD0616
 TD0616  STATE/COUNTY-  ND/PEMBINA
 TD0616  USGS QUAD   -  MOUNTAIN (1964)
 TD0616
 TD0616                         *CURRENT SURVEY CONTROL
 TD0616  ___________________________________________________________________
 TD0616* NAD 83(1986)-  48 41 16.     (N)    097 46 33.     (W)     SCALED    
 TD0616* NAVD 88     -       297.200  (meters)     975.06   (feet)  ADJUSTED  
 TD0616  ___________________________________________________________________
 TD0616  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 TD0616  DYNAMIC HT  -         297.273 (meters)     975.30  (feet)  COMP
 TD0616  MODELED GRAV-     980,847.6   (mgal)                       NAVD 88
 TD0616
 TD0616  VERT ORDER  -  SECOND    CLASS 0
 TD0616
 TD0616.The horizontal coordinates were scaled from a topographic map and have
 TD0616.an estimated accuracy of +/- 6 seconds.
 TD0616
 TD0616.The orthometric height was determined by differential leveling
 TD0616.and adjusted by the National Geodetic Survey in June 1991..
 TD0616
 TD0616.The geoid height was determined by GEOID03.
 TD0616
 TD0616.The dynamic height is computed by dividing the NAVD 88
 TD0616.geopotential number by the normal gravity value computed on the
 TD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0616.degrees latitude (g = 980.6199 gals.).
 TD0616
 TD0616.The modeled gravity was interpolated from observed gravity values.
 TD0616
 TD0616;                    North         East    Units  Estimated Accuracy
 TD0616;SPC ND N     -   191,200.      800,530.      MT  (+/- 180 meters Scaled)
 TD0616
 TD0616                          SUPERSEDED SURVEY CONTROL
 TD0616
 TD0616  NGVD 29 (??/??/92)  296.814  (m)          973.80   (f) ADJ UNCH    2 0
 TD0616
 TD0616.Superseded values are not recommended for survey control.
 TD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0616.See file dsdata.txt to determine how the superseded data were derived.
 TD0616
 TD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU900934(NAD 83)
 TD0616_MARKER: DB = BENCH MARK DISK
 TD0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0616_STAMPING: A-184 1935
 TD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0616+STABILITY: SURFACE MOTION
 TD0616
 TD0616  HISTORY     - Date     Condition        Report By
 TD0616  HISTORY     - 1935     MONUMENTED       CGS
 TD0616  HISTORY     - 1964     POOR             USGS
 TD0616
 TD0616                          STATION DESCRIPTION
 TD0616
 TD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0616'5.0 MI W FROM HENSEL.
 TD0616'5.0 MILES WEST OF HENSEL STATE BANK BLDG. AT HENSEL ALONG SECTION
 TD0616'ROAD.  N. E. CORNER SEC. 18, T 160 N, R 55 W.  28.5 FEET WEST OF
 TD0616'CENTERLINE OF NORTH-SOUTH ROAD.  27.4 FEET SOUTH OF CENTERLINE OF
 TD0616'EAST-WEST ROAD.  19.2 FEET NORTH OF CORNER TELEPHONE POLE.  3.1 FT.
 TD0616'SOUTHWEST OF NORTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST
 TD0616'CONCRETE POST.  NOTE-- MONUMENT LOOSE IN GROUND AND LEANS SLIGHTLY.
 TD0616
 TD0616                          STATION RECOVERY (1964)
 TD0616
 TD0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TD0616'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0111 ***********************************************************************
 TE0111  DESIGNATION -  A 185
 TE0111  PID         -  TE0111
 TE0111  STATE/COUNTY-  ND/CAVALIER
 TE0111  USGS QUAD   -  OLGA SW (1969)
 TE0111
 TE0111                         *CURRENT SURVEY CONTROL
 TE0111  ___________________________________________________________________
 TE0111* NAD 83(1986)-  48 45 41.     (N)    098 11 22.     (W)     SCALED    
 TE0111* NAVD 88     -       492.737  (meters)    1616.59   (feet)  ADJUSTED  
 TE0111  ___________________________________________________________________
 TE0111  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 TE0111  DYNAMIC HT  -         492.848 (meters)    1616.95  (feet)  COMP
 TE0111  MODELED GRAV-     980,820.5   (mgal)                       NAVD 88
 TE0111
 TE0111  VERT ORDER  -  SECOND    CLASS 0
 TE0111
 TE0111.The horizontal coordinates were scaled from a topographic map and have
 TE0111.an estimated accuracy of +/- 6 seconds.
 TE0111
 TE0111.The orthometric height was determined by differential leveling
 TE0111.and adjusted by the National Geodetic Survey in June 1991..
 TE0111
 TE0111.The geoid height was determined by GEOID03.
 TE0111
 TE0111.The dynamic height is computed by dividing the NAVD 88
 TE0111.geopotential number by the normal gravity value computed on the
 TE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0111.degrees latitude (g = 980.6199 gals.).
 TE0111
 TE0111.The modeled gravity was interpolated from observed gravity values.
 TE0111
 TE0111;                    North         East    Units  Estimated Accuracy
 TE0111;SPC ND N     -   198,390.      769,850.      MT  (+/- 180 meters Scaled)
 TE0111
 TE0111                          SUPERSEDED SURVEY CONTROL
 TE0111
 TE0111  NGVD 29 (??/??/92)  492.320  (m)         1615.22   (f) ADJ UNCH    2 0
 TE0111
 TE0111.Superseded values are not recommended for survey control.
 TE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0111.See file dsdata.txt to determine how the superseded data were derived.
 TE0111
 TE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV595012(NAD 83)
 TE0111_MARKER: DB = BENCH MARK DISK
 TE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0111_STAMPING: A-185 1935
 TE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0111+STABILITY: SURFACE MOTION
 TE0111
 TE0111  HISTORY     - Date     Condition        Report By
 TE0111  HISTORY     - 1935     MONUMENTED       CGS
 TE0111
 TE0111                          STATION DESCRIPTION
 TE0111
 TE0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0111'8.1 MI E FROM LANGDON.
 TE0111'8.1 MILES EAST OF COURT HOUSE ALONG STATE HWY 5.  S.W. CORNER SEC. 17,
 TE0111'T 161 N, R 58 W.  37 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD. 31.5
 TE0111'FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  8.7 FEET EAST OF POWER
 TE0111'POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0112 ***********************************************************************
 TE0112  DESIGNATION -  A 185 RESET
 TE0112  PID         -  TE0112
 TE0112  STATE/COUNTY-  ND/CAVALIER
 TE0112  USGS QUAD   -  OLGA SW (1969)
 TE0112
 TE0112                         *CURRENT SURVEY CONTROL
 TE0112  ___________________________________________________________________
 TE0112* NAD 83(1986)-  48 45 42.     (N)    098 11 25.     (W)     SCALED    
 TE0112* NAVD 88     -       491.712  (meters)    1613.23   (feet)  ADJUSTED  
 TE0112  ___________________________________________________________________
 TE0112  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 TE0112  DYNAMIC HT  -         491.823 (meters)    1613.59  (feet)  COMP
 TE0112  MODELED GRAV-     980,820.4   (mgal)                       NAVD 88
 TE0112
 TE0112  VERT ORDER  -  SECOND    CLASS 0
 TE0112
 TE0112.The horizontal coordinates were scaled from a topographic map and have
 TE0112.an estimated accuracy of +/- 6 seconds.
 TE0112
 TE0112.The orthometric height was determined by differential leveling
 TE0112.and adjusted by the National Geodetic Survey in June 1991..
 TE0112
 TE0112.The geoid height was determined by GEOID03.
 TE0112
 TE0112.The dynamic height is computed by dividing the NAVD 88
 TE0112.geopotential number by the normal gravity value computed on the
 TE0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0112.degrees latitude (g = 980.6199 gals.).
 TE0112
 TE0112.The modeled gravity was interpolated from observed gravity values.
 TE0112
 TE0112;                    North         East    Units  Estimated Accuracy
 TE0112;SPC ND N     -   198,420.      769,790.      MT  (+/- 180 meters Scaled)
 TE0112
 TE0112                          SUPERSEDED SURVEY CONTROL
 TE0112
 TE0112  NGVD 29 (??/??/92)  491.341  (m)         1612.01   (f) ADJ UNCH    2 0
 TE0112
 TE0112.Superseded values are not recommended for survey control.
 TE0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0112.See file dsdata.txt to determine how the superseded data were derived.
 TE0112
 TE0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV595012(NAD 83)
 TE0112_MARKER: DB = BENCH MARK DISK
 TE0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0112_STAMPING: A 185 RESET 1957
 TE0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0112+STABILITY: SURFACE MOTION
 TE0112
 TE0112  HISTORY     - Date     Condition        Report By
 TE0112  HISTORY     - 1957     MONUMENTED       CGS
 TE0112  HISTORY     - 1964     GOOD             NGS
 TE0112  HISTORY     - 1973     GOOD             NGS
 TE0112
 TE0112                          STATION DESCRIPTION
 TE0112
 TE0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0112'8.1 MI E FROM LANGDON.
 TE0112'ABOUT 8.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0112'LANGDON, AT A ROAD INTERSECTION, IN SECTION 18, R 59 W, T 161 N, 120
 TE0112'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 90 1/2 FEET WEST OF THE
 TE0112'CENTER LINE OF ROAD, 148 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 TE0112'THE INTERSECTION, 52 1/2 FEET NORTHWEST OF A POWER LINE POLE, 47 1/2
 TE0112'FEET NORTHEAST OF A RIGHT-OF-WAY POST, 2.0 FEET SOUTH OF A STEEL
 TE0112'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 TE0112'A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0112
 TE0112                          STATION RECOVERY (1973)
 TE0112
 TE0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA6416 ***********************************************************************
 AA6416  DESIGNATION -  A 186 RESET
 AA6416  PID         -  AA6416
 AA6416  STATE/COUNTY-  ND/PEMBINA
 AA6416  USGS QUAD   -  HANKS CORNER (1964)
 AA6416
 AA6416                         *CURRENT SURVEY CONTROL
 AA6416  ___________________________________________________________________
 AA6416* NAD 83(1986)-  48 50 50.     (N)    097 55 37.     (W)     SCALED    
 AA6416* NAVD 88     -       362.46   (+/-2cm)    1189.2    (feet)  VERTCON   
 AA6416  ___________________________________________________________________
 AA6416  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 AA6416
 AA6416  VERT ORDER  -  THIRD (See Below)
 AA6416
 AA6416.The horizontal coordinates were scaled from a topographic map and have
 AA6416.an estimated accuracy of +/- 6 seconds.
 AA6416
 AA6416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6416.The vertical order pertains to the NGVD 29 superseded value.
 AA6416
 AA6416.The geoid height was determined by GEOID03.
 AA6416
 AA6416;                    North         East    Units  Estimated Accuracy
 AA6416;SPC ND N     -   208,540.      788,820.      MT  (+/- 180 meters Scaled)
 AA6416
 AA6416                          SUPERSEDED SURVEY CONTROL
 AA6416
 AA6416  NGVD 29 (11/04/04)  362.07   (m)         1187.9    (f) RESET       3  
 AA6416
 AA6416.Superseded values are not recommended for survey control.
 AA6416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6416.See file dsdata.txt to determine how the superseded data were derived.
 AA6416
 AA6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV787110(NAD 83)
 AA6416_MARKER: DB = BENCH MARK DISK
 AA6416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6416_STAMPING: A 186 RESET 1956
 AA6416_MARK LOGO: CGS   
 AA6416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6416+STABILITY: SURFACE MOTION
 AA6416
 AA6416  HISTORY     - Date     Condition        Report By
 AA6416  HISTORY     - 1956     MONUMENTED       NDHD
 AA6416
 AA6416                          STATION DESCRIPTION
 AA6416
 AA6416'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1956 (WGT)
 AA6416'ALONG STATE HIGHWAY 32 FROM JUNCTION OF VANG ROAD IN WALHALLA, IN THE
 AA6416'NORTHEAST ANGLE OF ROAD INTERSECTION, 79 FEET (24.1 M) EAST OF THE
 AA6416'CENTERLINE OF THE HIGHWAY, 27 FEET (8.2 M) NORTH OF THE CENTERLINE OF
 AA6416'THE EAST-WEST ROAD AND 3 FEET (0.9 M) SOUTHEAST OF A FENCE CORNER,
 AA6416'MARK PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0191 ***********************************************************************
 TE0191  DESIGNATION -  A 187
 TE0191  PID         -  TE0191
 TE0191  STATE/COUNTY-  ND/CAVALIER
 TE0191  USGS QUAD   -  MAIDA (1967)
 TE0191
 TE0191                         *CURRENT SURVEY CONTROL
 TE0191  ___________________________________________________________________
 TE0191* NAD 83(1986)-  48 59 36.     (N)    098 19 18.     (W)     SCALED    
 TE0191* NAVD 88     -       475.719  (meters)    1560.75   (feet)  ADJUSTED  
 TE0191  ___________________________________________________________________
 TE0191  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 TE0191  DYNAMIC HT  -         475.843 (meters)    1561.16  (feet)  COMP
 TE0191  MODELED GRAV-     980,854.3   (mgal)                       NAVD 88
 TE0191
 TE0191  VERT ORDER  -  SECOND    CLASS 0
 TE0191
 TE0191.The horizontal coordinates were scaled from a topographic map and have
 TE0191.an estimated accuracy of +/- 6 seconds.
 TE0191
 TE0191.The orthometric height was determined by differential leveling
 TE0191.and adjusted by the National Geodetic Survey in June 1991..
 TE0191
 TE0191.The geoid height was determined by GEOID03.
 TE0191
 TE0191.The dynamic height is computed by dividing the NAVD 88
 TE0191.geopotential number by the normal gravity value computed on the
 TE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0191.degrees latitude (g = 980.6199 gals.).
 TE0191
 TE0191.The modeled gravity was interpolated from observed gravity values.
 TE0191
 TE0191;                    North         East    Units  Estimated Accuracy
 TE0191;SPC ND N     -   223,890.      759,400.      MT  (+/- 180 meters Scaled)
 TE0191
 TE0191                          SUPERSEDED SURVEY CONTROL
 TE0191
 TE0191  NGVD 29 (??/??/92)  475.35   (m)         1559.5    (f) COMPUTED    2 0
 TE0191
 TE0191.Superseded values are not recommended for survey control.
 TE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0191.See file dsdata.txt to determine how the superseded data were derived.
 TE0191
 TE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV496269(NAD 83)
 TE0191_MARKER: DB = BENCH MARK DISK
 TE0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0191_STAMPING: A 187 1935
 TE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0191+STABILITY: SURFACE MOTION
 TE0191
 TE0191  HISTORY     - Date     Condition        Report By
 TE0191  HISTORY     - 1935     MONUMENTED       CGS
 TE0191  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0191
 TE0191                          STATION DESCRIPTION
 TE0191
 TE0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0191'4.0 MI NW FROM ELKWOOD.
 TE0191'1.0 MILE NORTH ALONG A SECTION-LINE ROAD FROM A SCHOOL AT ELKWOOD,
 TE0191'CAVALIER COUNTY, 3.0 MILES WEST ALONG A SECTION-LINE ROAD, AT THE
 TE0191'SOUTHWEST CORNER OF SECTION 29, T. 164 N., R. 59 W., AT A ROAD
 TE0191'CROSSING, 33 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 TE0191'18.5 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 3.8
 TE0191'FEET NORTHEAST OF THE SOUTHWEST FENCE CORNER.  A STANDARD DISK,
 TE0191'STAMPED A 187 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 TE0191'MEASUREMENTS FROM THE CENTER LINE OF THE ROAD WOULD PUT THE MARK IN A
 TE0191'DITCH.  MARK IS PROBABLY DESTROYED OR COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0170 ***********************************************************************
 TE0170  DESIGNATION -  A 189
 TE0170  PID         -  TE0170
 TE0170  STATE/COUNTY-  ND/CAVALIER
 TE0170  USGS QUAD   -  VANG (1972)
 TE0170
 TE0170                         *CURRENT SURVEY CONTROL
 TE0170  ___________________________________________________________________
 TE0170* NAD 83(1986)-  48 56 16.     (N)    098 05 54.     (W)     SCALED    
 TE0170* NAVD 88     -       332.815  (meters)    1091.91   (feet)  ADJUSTED  
 TE0170  ___________________________________________________________________
 TE0170  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 TE0170  DYNAMIC HT  -         332.898 (meters)    1092.18  (feet)  COMP
 TE0170  MODELED GRAV-     980,851.0   (mgal)                       NAVD 88
 TE0170
 TE0170  VERT ORDER  -  SECOND    CLASS 0
 TE0170
 TE0170.The horizontal coordinates were scaled from a topographic map and have
 TE0170.an estimated accuracy of +/- 6 seconds.
 TE0170
 TE0170.The orthometric height was determined by differential leveling
 TE0170.and adjusted by the National Geodetic Survey in June 1991..
 TE0170
 TE0170.The geoid height was determined by GEOID03.
 TE0170
 TE0170.The dynamic height is computed by dividing the NAVD 88
 TE0170.geopotential number by the normal gravity value computed on the
 TE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0170.degrees latitude (g = 980.6199 gals.).
 TE0170
 TE0170.The modeled gravity was interpolated from observed gravity values.
 TE0170
 TE0170;                    North         East    Units  Estimated Accuracy
 TE0170;SPC ND N     -   218,200.      775,930.      MT  (+/- 180 meters Scaled)
 TE0170
 TE0170                          SUPERSEDED SURVEY CONTROL
 TE0170
 TE0170  NGVD 29 (??/??/92)  332.433  (m)         1090.66   (f) ADJ UNCH    2 0
 TE0170
 TE0170.Superseded values are not recommended for survey control.
 TE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0170.See file dsdata.txt to determine how the superseded data were derived.
 TE0170
 TE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV660209(NAD 83)
 TE0170_MARKER: DB = BENCH MARK DISK
 TE0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0170_STAMPING: A 189 1935
 TE0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0170+STABILITY: SURFACE MOTION
 TE0170
 TE0170  HISTORY     - Date     Condition        Report By
 TE0170  HISTORY     - 1935     MONUMENTED       CGS
 TE0170  HISTORY     - 1972     GOOD             USGS
 TE0170
 TE0170                          STATION DESCRIPTION
 TE0170
 TE0170'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 TE0170'3 MI NE FROM VANG.
 TE0170'VANG, 2 MI N. AND 1 MI E. OF.  NEAR THE COR. SECS. 13,14,23 AND 24,
 TE0170'T.163 N., R. 58W.  IN THE PEMBINA RIVER BOTTOM, AT AN OLD FARMSTEAD,
 TE0170'150 FT NE OF THE N COR. OF A SMALL LOG BUILDING, 28 FT SSE OF A FENCE
 TE0170'AND A 9 IN. DIAM. OAK TREE, 2.5 FT SE OF AN OLD ROCK FOUNDATION, A
 TE0170'STANDARD TABLET (USC AND GS) IN A CONCRETE POST, FLUSH WITH THE
 TE0170'GROUND, AND STAMPED A 189 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0318 ***********************************************************************
 RP0318  DESIGNATION -  A 19
 RP0318  PID         -  RP0318
 RP0318  STATE/COUNTY-  ND/CASS
 RP0318  USGS QUAD   -  FARGO NORTH (1993)
 RP0318
 RP0318                         *CURRENT SURVEY CONTROL
 RP0318  ___________________________________________________________________
 RP0318* NAD 83(1986)-  46 52 52.     (N)    096 47 09.     (W)     SCALED    
 RP0318* NAVD 88     -       277.685  (meters)     911.04   (feet)  ADJUSTED  
 RP0318  ___________________________________________________________________
 RP0318  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RP0318  DYNAMIC HT  -         277.710 (meters)     911.12  (feet)  COMP
 RP0318  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 RP0318
 RP0318  VERT ORDER  -  FIRST     CLASS II
 RP0318
 RP0318.The horizontal coordinates were scaled from a topographic map and have
 RP0318.an estimated accuracy of +/- 6 seconds.
 RP0318
 RP0318.The orthometric height was determined by differential leveling
 RP0318.and adjusted by the National Geodetic Survey in June 1991..
 RP0318.WARNING-Repeat measurements at this control monument indicate possible
 RP0318.vertical movement.
 RP0318
 RP0318.The geoid height was determined by GEOID03.
 RP0318
 RP0318.The dynamic height is computed by dividing the NAVD 88
 RP0318.geopotential number by the normal gravity value computed on the
 RP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0318.degrees latitude (g = 980.6199 gals.).
 RP0318
 RP0318.The modeled gravity was interpolated from observed gravity values.
 RP0318
 RP0318;                    North         East    Units  Estimated Accuracy
 RP0318;SPC ND S     -   141,690.      882,990.      MT  (+/- 180 meters Scaled)
 RP0318
 RP0318                          SUPERSEDED SURVEY CONTROL
 RP0318
 RP0318  NGVD 29 (??/??/92)  277.414  (m)          910.15   (f) ADJ UNCH    1 2
 RP0318
 RP0318.Superseded values are not recommended for survey control.
 RP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0318.See file dsdata.txt to determine how the superseded data were derived.
 RP0318
 RP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS687943(NAD 83)
 RP0318_MARKER: DB = BENCH MARK DISK
 RP0318_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0318_SP_SET: FOUNDATION
 RP0318_STAMPING: A 19 1931 910.149
 RP0318_MARK LOGO: CGS   
 RP0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0318+STABILITY: SURFACE MOTION
 RP0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0318+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 RP0318
 RP0318  HISTORY     - Date     Condition        Report By
 RP0318  HISTORY     - 1931     MONUMENTED       CGS
 RP0318  HISTORY     - 1963     GOOD             NGS
 RP0318  HISTORY     - 1982     GOOD             NGS
 RP0318  HISTORY     - 19900724 GOOD             NGS
 RP0318
 RP0318                          STATION DESCRIPTION
 RP0318
 RP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0318'IN FARGO.
 RP0318'AT THE GREAT NORTHERN RAILWAY STATION.  AT FARGO, CASS COUNTY, AT THE
 RP0318'GREAT NORTHERN RAILWAY STATION, IN THE NORTH WALL, 71 FEET EAST OF THE
 RP0318'NORTHWEST CORNER OF THE BUILDING, AND 5.3 FEET ABOVE THE PLATFORM. A
 RP0318'STANDARD DISK, STAMPED 910.149 A 19 1931 AND SET VERTICALLY.
 RP0318
 RP0318                          STATION RECOVERY (1982)
 RP0318
 RP0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0318'RECOVERED THIS DATE.  NOTE, RAILROAD STATION IS NOW THE BURLINGTON
 RP0318'NORTHERN RAILROAD STATION.
 RP0318
 RP0318                          STATION RECOVERY (1990)
 RP0318
 RP0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0318'3.4 KM (2.1 MI) NORTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP0318'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 IN FARGO, THENCE
 RP0318'0.9 KM (0.6 MI) EASTERLY ALONG 4TH AVENUE NORTH, SET VERTICALLY IN
 RP0318'THE NORTH FACE OF THE ABANDONED GREAT NORTHERN RAILROAD STATION, 29.2
 RP0318'M (95.8 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING, 16.1 M
 RP0318'(52.8 FT) SOUTH OF THE NEAR RAIL, 1.8 M (5.9 FT) WEST OF THE CENTER
 RP0318'OF THE ENTRANCE, AND 1.6 M (5.2 FT) ABOVE THE LEVEL OF A PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1027 ***********************************************************************
 TE1027  DESIGNATION -  A 190
 TE1027  PID         -  TE1027
 TE1027  STATE/COUNTY-  ND/CAVALIER
 TE1027  USGS QUAD   -  WALES (1970)
 TE1027
 TE1027                         *CURRENT SURVEY CONTROL
 TE1027  ___________________________________________________________________
 TE1027* NAD 83(1986)-  48 56 57.     (N)    098 36 22.     (W)     SCALED    
 TE1027* NAVD 88     -       475.584  (meters)    1560.31   (feet)  ADJUSTED  
 TE1027  ___________________________________________________________________
 TE1027  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 TE1027  DYNAMIC HT  -         475.701 (meters)    1560.70  (feet)  COMP
 TE1027  MODELED GRAV-     980,840.9   (mgal)                       NAVD 88
 TE1027
 TE1027  VERT ORDER  -  SECOND    CLASS 0
 TE1027
 TE1027.The horizontal coordinates were scaled from a topographic map and have
 TE1027.an estimated accuracy of +/- 6 seconds.
 TE1027
 TE1027.The orthometric height was determined by differential leveling
 TE1027.and adjusted by the National Geodetic Survey in June 1991..
 TE1027.WARNING-Repeat measurements at this control monument indicate possible
 TE1027.vertical movement.
 TE1027
 TE1027.The geoid height was determined by GEOID03.
 TE1027
 TE1027.The dynamic height is computed by dividing the NAVD 88
 TE1027.geopotential number by the normal gravity value computed on the
 TE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1027.degrees latitude (g = 980.6199 gals.).
 TE1027
 TE1027.The modeled gravity was interpolated from observed gravity values.
 TE1027
 TE1027;                    North         East    Units  Estimated Accuracy
 TE1027;SPC ND N     -   218,430.      738,710.      MT  (+/- 180 meters Scaled)
 TE1027
 TE1027                          SUPERSEDED SURVEY CONTROL
 TE1027
 TE1027  NGVD 29 (??/??/92)  475.199  (m)         1559.05   (f) ADJ UNCH    2 0
 TE1027
 TE1027.Superseded values are not recommended for survey control.
 TE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1027.See file dsdata.txt to determine how the superseded data were derived.
 TE1027
 TE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV288218(NAD 83)
 TE1027_MARKER: DB = BENCH MARK DISK
 TE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1027_STAMPING: A 190 1935
 TE1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1027+STABILITY: SURFACE MOTION
 TE1027
 TE1027  HISTORY     - Date     Condition        Report By
 TE1027  HISTORY     - 1935     MONUMENTED       CGS
 TE1027  HISTORY     - 1964     GOOD             NGS
 TE1027
 TE1027                          STATION DESCRIPTION
 TE1027
 TE1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1027'3.8 MI N FROM WALES.
 TE1027'ABOUT 3.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE1027'WALES, IN S 18, R 61 W, T 163 N, 68 FEET EAST OF THE CENTER LINE OF
 TE1027'THE ROAD, 63 FEET SOUTH OF THE CENTER LINE OF A ROAD, 94 FEET
 TE1027'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE ROADS, 46 FEET
 TE1027'SOUTHEAST OF THE SOUTH END OF A 16-INCH CULVERT UNDER THE EAST-WEST
 TE1027'ROAD, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE1027'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TE1027'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1275 ***********************************************************************
 TE1275  DESIGNATION -  A 191
 TE1275  PID         -  TE1275
 TE1275  STATE/COUNTY-  ND/BENSON
 TE1275  USGS QUAD   -  BRINSMADE (1978)
 TE1275
 TE1275                         *CURRENT SURVEY CONTROL
 TE1275  ___________________________________________________________________
 TE1275* NAD 83(1986)-  48 10 49.     (N)    099 22 16.     (W)     SCALED    
 TE1275* NAVD 88     -       516.158  (meters)    1693.43   (feet)  ADJUSTED  
 TE1275  ___________________________________________________________________
 TE1275  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 TE1275  DYNAMIC HT  -         516.243 (meters)    1693.71  (feet)  COMP
 TE1275  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 TE1275
 TE1275  VERT ORDER  -  SECOND    CLASS 0
 TE1275
 TE1275.The horizontal coordinates were scaled from a topographic map and have
 TE1275.an estimated accuracy of +/- 6 seconds.
 TE1275
 TE1275.The orthometric height was determined by differential leveling
 TE1275.and adjusted by the National Geodetic Survey in June 1991..
 TE1275
 TE1275.The geoid height was determined by GEOID03.
 TE1275
 TE1275.The dynamic height is computed by dividing the NAVD 88
 TE1275.geopotential number by the normal gravity value computed on the
 TE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1275.degrees latitude (g = 980.6199 gals.).
 TE1275
 TE1275.The modeled gravity was interpolated from observed gravity values.
 TE1275
 TE1275;                    North         East    Units  Estimated Accuracy
 TE1275;SPC ND N     -   131,840.      683,940.      MT  (+/- 180 meters Scaled)
 TE1275
 TE1275                          SUPERSEDED SURVEY CONTROL
 TE1275
 TE1275  NGVD 29 (??/??/92)  515.773  (m)         1692.17   (f) ADJ UNCH    2 0
 TE1275
 TE1275.Superseded values are not recommended for survey control.
 TE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1275.See file dsdata.txt to determine how the superseded data were derived.
 TE1275
 TE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU724364(NAD 83)
 TE1275_MARKER: DB = BENCH MARK DISK
 TE1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1275_STAMPING: A 191 1935
 TE1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1275+STABILITY: SURFACE MOTION
 TE1275
 TE1275  HISTORY     - Date     Condition        Report By
 TE1275  HISTORY     - 1935     MONUMENTED       CGS
 TE1275  HISTORY     - 1956     MARK NOT FOUND   USGS
 TE1275
 TE1275                          STATION DESCRIPTION
 TE1275
 TE1275'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 TE1275'2 MI W FROM BRINSMADE.
 TE1275'2.0 MILES WEST ALONG A COUNTY ROAD FROM THE NORTHERN PACIFIC RAILWAY
 TE1275'STATION AT BRINSMADE, AT THE NORTHWEST QUARTER OF SECTION 11, T 154 N,
 TE1275'R 68 W, 500 FEET NORTHWEST OF A FARMHOUSE, 120 FEET WEST OF THE OLLIE
 TE1275'LOEN MAILBOX AND A ROAD LEADING TO THE FARMHOUSE, AT THE ENTRANCE TO
 TE1275'THE OLLIE LOEN FARMYARD, 46 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 TE1275'14.4 FEET SOUTH OF THE NORTHEAST CORNER OF A CULTIVATED FIELD, AND 4.6
 TE1275'FEET NORTH OF AN 8-INCH BOX ELDER TREE.  A STANDARD DISK, STAMPED A
 TE1275'191 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1280 ***********************************************************************
 TE1280  DESIGNATION -  A 193
 TE1280  PID         -  TE1280
 TE1280  STATE/COUNTY-  ND/BENSON
 TE1280  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1280
 TE1280                         *CURRENT SURVEY CONTROL
 TE1280  ___________________________________________________________________
 TE1280* NAD 83(1986)-  48 05 37.     (N)    099 17 11.     (W)     SCALED    
 TE1280* NAVD 88     -       455.210  (meters)    1493.47   (feet)  ADJUSTED  
 TE1280  ___________________________________________________________________
 TE1280  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 TE1280  DYNAMIC HT  -         455.280 (meters)    1493.70  (feet)  COMP
 TE1280  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TE1280
 TE1280  VERT ORDER  -  SECOND    CLASS 0
 TE1280
 TE1280.The horizontal coordinates were scaled from a topographic map and have
 TE1280.an estimated accuracy of +/- 6 seconds.
 TE1280
 TE1280.The orthometric height was determined by differential leveling
 TE1280.and adjusted by the National Geodetic Survey in June 1991..
 TE1280
 TE1280.The geoid height was determined by GEOID03.
 TE1280
 TE1280.The dynamic height is computed by dividing the NAVD 88
 TE1280.geopotential number by the normal gravity value computed on the
 TE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1280.degrees latitude (g = 980.6199 gals.).
 TE1280
 TE1280.The modeled gravity was interpolated from observed gravity values.
 TE1280
 TE1280;                    North         East    Units  Estimated Accuracy
 TE1280;SPC ND N     -   122,300.      690,390.      MT  (+/- 180 meters Scaled)
 TE1280
 TE1280                          SUPERSEDED SURVEY CONTROL
 TE1280
 TE1280  NGVD 29 (??/??/92)  454.830  (m)         1492.22   (f) ADJ UNCH    2 0
 TE1280
 TE1280.Superseded values are not recommended for survey control.
 TE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1280.See file dsdata.txt to determine how the superseded data were derived.
 TE1280
 TE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU786267(NAD 83)
 TE1280_MARKER: DB = BENCH MARK DISK
 TE1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1280_STAMPING: A 193 1935
 TE1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1280+STABILITY: SURFACE MOTION
 TE1280
 TE1280  HISTORY     - Date     Condition        Report By
 TE1280  HISTORY     - 1935     MONUMENTED       CGS
 TE1280  HISTORY     - 1957     MARK NOT FOUND   USGS
 TE1280
 TE1280                          STATION DESCRIPTION
 TE1280
 TE1280'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TE1280'2.0 MI NW FROM MINNEWAUKAN.
 TE1280'2.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TE1280'STATION AT MINNEWAUKAN, BENSON COUNTY, THENCE 1.3 MILES WEST ALONG A
 TE1280'SECTION-LINE ROAD.  AT THE SOUTHEAST CORNER OF SECTION 5, T 153 N, R
 TE1280'67 W, AT THE INTERSECTION OF A SECTION-LINE ROAD, 56 FEET NORTHWEST OF
 TE1280'THE CENTER OF THE INTERSECTION, 46 FEET WEST OF THE CENTERLINE OF THE
 TE1280'NORTH-AND-SOUTH ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE
 TE1280'EAST-AND-WEST ROAD, 9 FEET WEST OF A POWER-TRANSMISSION LINE POLE, AND
 TE1280'4.8 FEET NORTHWEST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED A
 TE1280'193 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SITE NOW IN
 TE1280'DITCH FROM WHICH DIRT WAS BORROWED TO BUILD UP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1284 ***********************************************************************
 TE1284  DESIGNATION -  A 194
 TE1284  PID         -  TE1284
 TE1284  STATE/COUNTY-  ND/BENSON
 TE1284  USGS QUAD   -  HARLOW SE (1958)
 TE1284
 TE1284                         *CURRENT SURVEY CONTROL
 TE1284  ___________________________________________________________________
 TE1284* NAD 83(1986)-  48 03 53.     (N)    099 34 03.     (W)     SCALED    
 TE1284* NAVD 88     -       493.198  (meters)    1618.10   (feet)  ADJUSTED  
 TE1284  ___________________________________________________________________
 TE1284  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 TE1284  DYNAMIC HT  -         493.274 (meters)    1618.35  (feet)  COMP
 TE1284  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 TE1284
 TE1284  VERT ORDER  -  SECOND    CLASS 0
 TE1284
 TE1284.The horizontal coordinates were scaled from a topographic map and have
 TE1284.an estimated accuracy of +/- 6 seconds.
 TE1284
 TE1284.The orthometric height was determined by differential leveling
 TE1284.and adjusted by the National Geodetic Survey in June 1991..
 TE1284
 TE1284.The geoid height was determined by GEOID03.
 TE1284
 TE1284.The dynamic height is computed by dividing the NAVD 88
 TE1284.geopotential number by the normal gravity value computed on the
 TE1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1284.degrees latitude (g = 980.6199 gals.).
 TE1284
 TE1284.The modeled gravity was interpolated from observed gravity values.
 TE1284
 TE1284;                    North         East    Units  Estimated Accuracy
 TE1284;SPC ND N     -   118,800.      669,500.      MT  (+/- 180 meters Scaled)
 TE1284
 TE1284                          SUPERSEDED SURVEY CONTROL
 TE1284
 TE1284  NGVD 29 (??/??/92)  492.818  (m)         1616.85   (f) ADJ UNCH    2 0
 TE1284
 TE1284.Superseded values are not recommended for survey control.
 TE1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1284.See file dsdata.txt to determine how the superseded data were derived.
 TE1284
 TE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU577236(NAD 83)
 TE1284_MARKER: DB = BENCH MARK DISK
 TE1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1284_STAMPING: A-194 1935
 TE1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1284+STABILITY: SURFACE MOTION
 TE1284
 TE1284  HISTORY     - Date     Condition        Report By
 TE1284  HISTORY     - 1935     MONUMENTED       CGS
 TE1284  HISTORY     - 1958     MARK NOT FOUND   USGS
 TE1284
 TE1284                          STATION DESCRIPTION
 TE1284
 TE1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1284'9.6 MI SW FROM HARLOW.
 TE1284'2.2 MILES WEST OF VIC. OF 7 MILES SOUTH OF, FROM POINT 0.2 MILE WEST
 TE1284'AND 0.2 MILE NORTH OF, ALONG ST. HWY NO. 30 AND NO. 19.  R 69 W, T 153
 TE1284'N, S.E. CORNER OF SEC. 18, IN FRONT YARD OF MRS. RACHEL JOHNSON FARM
 TE1284'HOUSE.  ABOUT 225 FEET SOUTHEAST OF SOUTHEAST CORNER OF FARM HOUSE.
 TE1284'72.8 FEET NORTHWEST OF INTERSECTION OF ST. HWY. NO. 19 AND SECTION
 TE1284'ROAD.  64.6 FEET NORTH OF CENTERLINE OF ST. HWY. NO. 19. 36.6 FT. WEST
 TE1284'OF CENTERLINE OF SECTION ROAD.  28.5 FEET NORTH OF SOUTHEAST CORNER OF
 TE1284'YARD FENCE.  6.9 FEET WEST OF NORTH-SOUTH YARD FENCE. TABLET SET IN
 TE1284'PRECAST CONCRETE POST.
 TE1284
 TE1284                          STATION RECOVERY (1958)
 TE1284
 TE1284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TE1284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1285 ***********************************************************************
 TE1285  DESIGNATION -  A 194 RESET
 TE1285  PID         -  TE1285
 TE1285  STATE/COUNTY-  ND/BENSON
 TE1285  USGS QUAD   -  HARLOW SE (1958)
 TE1285
 TE1285                         *CURRENT SURVEY CONTROL
 TE1285  ___________________________________________________________________
 TE1285* NAD 83(1986)-  48 03 54.     (N)    099 34 04.     (W)     SCALED    
 TE1285* NAVD 88     -       493.10   (+/-2cm)    1617.8    (feet)  VERTCON   
 TE1285  ___________________________________________________________________
 TE1285  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 TE1285
 TE1285  VERT ORDER  -  THIRD (See Below)
 TE1285
 TE1285.The horizontal coordinates were scaled from a topographic map and have
 TE1285.an estimated accuracy of +/- 6 seconds.
 TE1285
 TE1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1285.The vertical order pertains to the NGVD 29 superseded value.
 TE1285
 TE1285.The geoid height was determined by GEOID03.
 TE1285
 TE1285;                    North         East    Units  Estimated Accuracy
 TE1285;SPC ND N     -   118,830.      669,470.      MT  (+/- 180 meters Scaled)
 TE1285
 TE1285                          SUPERSEDED SURVEY CONTROL
 TE1285
 TE1285  NGVD 29 (11/04/04)  492.72   (m)         1616.5    (f) RESET       3  
 TE1285
 TE1285.Superseded values are not recommended for survey control.
 TE1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1285.See file dsdata.txt to determine how the superseded data were derived.
 TE1285
 TE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU577236(NAD 83)
 TE1285_MARKER: DB = BENCH MARK DISK
 TE1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1285_STAMPING: A 194 RESET 1960
 TE1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1285+STABILITY: SURFACE MOTION
 TE1285
 TE1285  HISTORY     - Date     Condition        Report By
 TE1285  HISTORY     - 1960     MONUMENTED       CGS
 TE1285
 TE1285                          STATION DESCRIPTION
 TE1285
 TE1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TE1285'9.2 MI SW FROM HARLOW.
 TE1285'THE MARK IS LOCATED 7.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM
 TE1285'HARLOW, THENCE 2.2 MILES WEST ALONG STATE HIGHWAY 19, IN THE NORTHWEST
 TE1285'ANGLE OF CROSSROADS, IN THE SOUTHEAST CORNER OF A FARMYARD, 79 FEET
 TE1285'NORTH OF THE CENTERLINE OF THE HIGHWAY, 70 FEET WEST OF THE CENTERLINE
 TE1285'OF THE NORTH-SOUTH ROAD AND 18 FEET SOUTH OF THE CENTER OF THE SOUTH
 TE1285'SIDE OF A RED GRANARY, AND SET IN THE TOP OF A CONCRETE POST
 TE1285'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0694 ***********************************************************************
 TE0694  DESIGNATION -  A 2
 TE0694  PID         -  TE0694
 TE0694  STATE/COUNTY-  ND/RAMSEY
 TE0694  USGS QUAD   -  DEVILS LAKE (1994)
 TE0694
 TE0694                         *CURRENT SURVEY CONTROL
 TE0694  ___________________________________________________________________
 TE0694* NAD 83(1986)-  48 06 56.     (N)    098 51 34.     (W)     SCALED    
 TE0694* NAVD 88     -       449.645  (meters)    1475.21   (feet)  ADJUSTED  
 TE0694  ___________________________________________________________________
 TE0694  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE0694  DYNAMIC HT  -         449.725 (meters)    1475.47  (feet)  COMP
 TE0694  MODELED GRAV-     980,775.6   (mgal)                       NAVD 88
 TE0694
 TE0694  VERT ORDER  -  FIRST     CLASS II
 TE0694
 TE0694.The horizontal coordinates were scaled from a topographic map and have
 TE0694.an estimated accuracy of +/- 6 seconds.
 TE0694
 TE0694.The orthometric height was determined by differential leveling
 TE0694.and adjusted by the National Geodetic Survey in June 1991..
 TE0694
 TE0694.The geoid height was determined by GEOID03.
 TE0694
 TE0694.The dynamic height is computed by dividing the NAVD 88
 TE0694.geopotential number by the normal gravity value computed on the
 TE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0694.degrees latitude (g = 980.6199 gals.).
 TE0694
 TE0694.The modeled gravity was interpolated from observed gravity values.
 TE0694
 TE0694;                    North         East    Units  Estimated Accuracy
 TE0694;SPC ND N     -   125,330.      722,140.      MT  (+/- 180 meters Scaled)
 TE0694
 TE0694                          SUPERSEDED SURVEY CONTROL
 TE0694
 TE0694  NGVD 29 (??/??/92)  449.275  (m)         1474.00   (f) ADJ UNCH    1 2
 TE0694
 TE0694.Superseded values are not recommended for survey control.
 TE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0694.See file dsdata.txt to determine how the superseded data were derived.
 TE0694
 TE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU104291(NAD 83)
 TE0694_MARKER: DB = BENCH MARK DISK
 TE0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0694_SP_SET: BUILDING
 TE0694_STAMPING: ELEV 1474.157 FT A 2
 TE0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0694
 TE0694  HISTORY     - Date     Condition        Report By
 TE0694  HISTORY     - UNK      MONUMENTED       CGS
 TE0694  HISTORY     - 1963     GOOD             NGS
 TE0694  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0694
 TE0694                          STATION DESCRIPTION
 TE0694
 TE0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0694'IN DEVILS LAKE.
 TE0694'ABOUT 0.3 MILE NORTH ALONG 5TH AVENUE FROM THE POST OFFICE AT DEVILS
 TE0694'LAKE, IN S 34, R 64 W, T 154 N, AT THE INTERSECTION OF 8TH STREET AND
 TE0694'5TH AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER
 TE0694'OF A RED BRICK BUILDING HOUSING THE U.S. WEATHER BUREAU, 1.2 FEET WEST
 TE0694'OF THE NORTHEAST CORNER OF THE FOUNDATION OF THE BUILDING, AND 3.0
 TE0694'FEET ABOVE THE GROUND.
 TE0694
 TE0694                          STATION RECOVERY (1982)
 TE0694
 TE0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0694'NOT RECOVERED, CONSIDERED DESTROYED AS BUILDING HAS BEEN TORN DOWN.
 TE0694'PARKING LOT NOW IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0255 ***********************************************************************
 TF0255  DESIGNATION -  A 2 B 1
 TF0255  PID         -  TF0255
 TF0255  STATE/COUNTY-  ND/MCHENRY
 TF0255  USGS QUAD   -  RANGELEY (1957)
 TF0255
 TF0255                         *CURRENT SURVEY CONTROL
 TF0255  ___________________________________________________________________
 TF0255* NAD 83(1986)-  48 00 11.     (N)    100 27 23.     (W)     SCALED    
 TF0255* NAVD 88     -       479.617  (meters)    1573.54   (feet)  ADJUSTED  
 TF0255  ___________________________________________________________________
 TF0255  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TF0255  DYNAMIC HT  -         479.689 (meters)    1573.78  (feet)  COMP
 TF0255  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TF0255
 TF0255  VERT ORDER  -  SECOND    CLASS 0
 TF0255
 TF0255.The horizontal coordinates were scaled from a topographic map and have
 TF0255.an estimated accuracy of +/- 6 seconds.
 TF0255
 TF0255.The orthometric height was determined by differential leveling
 TF0255.and adjusted by the National Geodetic Survey in June 1991..
 TF0255
 TF0255.The geoid height was determined by GEOID03.
 TF0255
 TF0255.The dynamic height is computed by dividing the NAVD 88
 TF0255.geopotential number by the normal gravity value computed on the
 TF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0255.degrees latitude (g = 980.6199 gals.).
 TF0255
 TF0255.The modeled gravity was interpolated from observed gravity values.
 TF0255
 TF0255;                    North         East    Units  Estimated Accuracy
 TF0255;SPC ND N     -   111,520.      603,250.      MT  (+/- 180 meters Scaled)
 TF0255
 TF0255                          SUPERSEDED SURVEY CONTROL
 TF0255
 TF0255  NGVD 29 (??/??/92)  479.23   (m)         1572.3    (f) COMPUTED    2 0
 TF0255
 TF0255.Superseded values are not recommended for survey control.
 TF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0255.See file dsdata.txt to determine how the superseded data were derived.
 TF0255
 TF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU913176(NAD 83)
 TF0255_MARKER: DD = SURVEY DISK
 TF0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0255_SP_SET: PEDESTAL
 TF0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0255
 TF0255  HISTORY     - Date     Condition        Report By
 TF0255  HISTORY     - UNK      MONUMENTED       DOD
 TF0255  HISTORY     - 1962     GOOD             NGS
 TF0255
 TF0255                          STATION DESCRIPTION
 TF0255
 TF0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0255'9.1 MI NW FROM DRAKE.
 TF0255'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0255'AT DRAKE, THENCE 5.5 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.25
 TF0255'MILE SOUTH OF A ROAD INTERSECTION WITH A GRAVELED ROAD LEADING EAST
 TF0255'AND A DIRT ROAD LEADING WEST, ABOUT 93 YARDS WEST OF THE CENTER LINE
 TF0255'OF THE HIGHWAY, ON THE SOUTH SLOPE OF A KNOLL, AND ABOUT 6 FEET ABOVE
 TF0255'THE LEVEL OF THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF0255'TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0256 ***********************************************************************
 TF0256  DESIGNATION -  A 2 B 2
 TF0256  PID         -  TF0256
 TF0256  STATE/COUNTY-  ND/MCHENRY
 TF0256  USGS QUAD   -  RANGELEY (1957)
 TF0256
 TF0256                         *CURRENT SURVEY CONTROL
 TF0256  ___________________________________________________________________
 TF0256* NAD 83(1986)-  48 00 06.     (N)    100 27 06.     (W)     SCALED    
 TF0256* NAVD 88     -       481.725  (meters)    1580.46   (feet)  ADJUSTED  
 TF0256  ___________________________________________________________________
 TF0256  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TF0256  DYNAMIC HT  -         481.797 (meters)    1580.70  (feet)  COMP
 TF0256  MODELED GRAV-     980,745.4   (mgal)                       NAVD 88
 TF0256
 TF0256  VERT ORDER  -  SECOND    CLASS 0
 TF0256
 TF0256.The horizontal coordinates were scaled from a topographic map and have
 TF0256.an estimated accuracy of +/- 6 seconds.
 TF0256
 TF0256.The orthometric height was determined by differential leveling
 TF0256.and adjusted by the National Geodetic Survey in June 1991..
 TF0256
 TF0256.The geoid height was determined by GEOID03.
 TF0256
 TF0256.The dynamic height is computed by dividing the NAVD 88
 TF0256.geopotential number by the normal gravity value computed on the
 TF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0256.degrees latitude (g = 980.6199 gals.).
 TF0256
 TF0256.The modeled gravity was interpolated from observed gravity values.
 TF0256
 TF0256;                    North         East    Units  Estimated Accuracy
 TF0256;SPC ND N     -   111,370.      603,610.      MT  (+/- 180 meters Scaled)
 TF0256
 TF0256                          SUPERSEDED SURVEY CONTROL
 TF0256
 TF0256  NGVD 29 (??/??/92)  481.34   (m)         1579.2    (f) COMPUTED    2 0
 TF0256
 TF0256.Superseded values are not recommended for survey control.
 TF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0256.See file dsdata.txt to determine how the superseded data were derived.
 TF0256
 TF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU917175(NAD 83)
 TF0256_MARKER: DD = SURVEY DISK
 TF0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0256_SP_SET: PEDESTAL
 TF0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0256
 TF0256  HISTORY     - Date     Condition        Report By
 TF0256  HISTORY     - UNK      MONUMENTED       DOD
 TF0256  HISTORY     - 1962     GOOD             NGS
 TF0256
 TF0256                          STATION DESCRIPTION
 TF0256
 TF0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0256'9.2 MI NW FROM DRAKE.
 TF0256'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0256'AT DRAKE, THENCE 5.4 MILES NORTH ALONG STATE HIGHWAY 14, THENCE ABOUT
 TF0256'0.2 MILE EAST ACROSS A FIELD, ABOUT 100 YARDS SOUTH OF THE SOUTH EDGE
 TF0256'OF A SMALL NATURAL LAKE, ON THE TOP OF A SLIGHT KNOLL, A 1 1/2 X 4
 TF0256'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS
 TF0256'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0062 ***********************************************************************
 SN0062  DESIGNATION -  A 2 Z
 SN0062  PID         -  SN0062
 SN0062  STATE/COUNTY-  ND/MCHENRY
 SN0062  USGS QUAD   -  DRAKE NW (1977)
 SN0062
 SN0062                         *CURRENT SURVEY CONTROL
 SN0062  ___________________________________________________________________
 SN0062* NAD 83(1986)-  47 59 56.     (N)    100 27 25.     (W)     SCALED    
 SN0062* NAVD 88     -       474.672  (meters)    1557.32   (feet)  ADJUSTED  
 SN0062  ___________________________________________________________________
 SN0062  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0062  DYNAMIC HT  -         474.743 (meters)    1557.55  (feet)  COMP
 SN0062  MODELED GRAV-     980,746.8   (mgal)                       NAVD 88
 SN0062
 SN0062  VERT ORDER  -  SECOND    CLASS 0
 SN0062
 SN0062.The horizontal coordinates were scaled from a topographic map and have
 SN0062.an estimated accuracy of +/- 6 seconds.
 SN0062
 SN0062.The orthometric height was determined by differential leveling
 SN0062.and adjusted by the National Geodetic Survey in June 1991..
 SN0062
 SN0062.The geoid height was determined by GEOID03.
 SN0062
 SN0062.The dynamic height is computed by dividing the NAVD 88
 SN0062.geopotential number by the normal gravity value computed on the
 SN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0062.degrees latitude (g = 980.6199 gals.).
 SN0062
 SN0062.The modeled gravity was interpolated from observed gravity values.
 SN0062
 SN0062;                    North         East    Units  Estimated Accuracy
 SN0062;SPC ND N     -   111,060.      603,210.      MT  (+/- 180 meters Scaled)
 SN0062
 SN0062                          SUPERSEDED SURVEY CONTROL
 SN0062
 SN0062  NGVD 29 (??/??/92)  474.29   (m)         1556.1    (f) COMPUTED    2 0
 SN0062
 SN0062.Superseded values are not recommended for survey control.
 SN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0062.See file dsdata.txt to determine how the superseded data were derived.
 SN0062
 SN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU913172(NAD 83)
 SN0062_MARKER: DS = TRIANGULATION STATION DISK
 SN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0062_STAMPING: A 2 Z 1962
 SN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0062+STABILITY: SURFACE MOTION
 SN0062
 SN0062  HISTORY     - Date     Condition        Report By
 SN0062  HISTORY     - 1962     MONUMENTED       CGS
 SN0062
 SN0062                          STATION DESCRIPTION
 SN0062
 SN0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0062'8.8 MI NW FROM DRAKE.
 SN0062'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0062'AT DRAKE, THENCE 5.2 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.4
 SN0062'MILE NORTH OF A GRAVELED ROAD INTERSECTION, ABOUT 94 YARDS SOUTH OF A
 SN0062'FENCE CORNER AT THE NORTHEAST CORNER OF A PASTURE, 95 FEET WEST OF THE
 SN0062'CENTER LINE OF THE HIGHWAY, 8.4 FEET EAST OF A FENCE, 10.5 FEET
 SN0062'SOUTHEAST OF A TELEPHONE POLE, 8.4 FEET EAST OF A METAL WITNESS POST,
 SN0062'ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0062'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0063 ***********************************************************************
 SN0063  DESIGNATION -  A 2 Z RM 1
 SN0063  PID         -  SN0063
 SN0063  STATE/COUNTY-  ND/MCHENRY
 SN0063  USGS QUAD   -  DRAKE NW (1977)
 SN0063
 SN0063                         *CURRENT SURVEY CONTROL
 SN0063  ___________________________________________________________________
 SN0063* NAD 83(1986)-  47 59 54.     (N)    100 27 25.     (W)     SCALED    
 SN0063* NAVD 88     -       474.341  (meters)    1556.23   (feet)  ADJUSTED  
 SN0063  ___________________________________________________________________
 SN0063  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0063  DYNAMIC HT  -         474.412 (meters)    1556.47  (feet)  COMP
 SN0063  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 SN0063
 SN0063  VERT ORDER  -  SECOND    CLASS 0
 SN0063
 SN0063.The horizontal coordinates were scaled from a topographic map and have
 SN0063.an estimated accuracy of +/- 6 seconds.
 SN0063
 SN0063.The orthometric height was determined by differential leveling
 SN0063.and adjusted by the National Geodetic Survey in June 1991..
 SN0063
 SN0063.The geoid height was determined by GEOID03.
 SN0063
 SN0063.The dynamic height is computed by dividing the NAVD 88
 SN0063.geopotential number by the normal gravity value computed on the
 SN0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0063.degrees latitude (g = 980.6199 gals.).
 SN0063
 SN0063.The modeled gravity was interpolated from observed gravity values.
 SN0063
 SN0063;                    North         East    Units  Estimated Accuracy
 SN0063;SPC ND N     -   111,000.      603,210.      MT  (+/- 180 meters Scaled)
 SN0063
 SN0063                          SUPERSEDED SURVEY CONTROL
 SN0063
 SN0063  NGVD 29 (??/??/92)  473.96   (m)         1555.0    (f) COMPUTED    2 0
 SN0063
 SN0063.Superseded values are not recommended for survey control.
 SN0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0063.See file dsdata.txt to determine how the superseded data were derived.
 SN0063
 SN0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU913171(NAD 83)
 SN0063_MARKER: DR = REFERENCE MARK DISK
 SN0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0063_STAMPING: A 2 Z NO 1 1962
 SN0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0063+STABILITY: SURFACE MOTION
 SN0063
 SN0063  HISTORY     - Date     Condition        Report By
 SN0063  HISTORY     - 1962     MONUMENTED       CGS
 SN0063
 SN0063                          STATION DESCRIPTION
 SN0063
 SN0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0063'8.8 MI NW FROM DRAKE.
 SN0063'ABOUT 3.6 MILES NORTH ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0063'AT DRAKE, THENCE 5.2 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.4
 SN0063'MILE NORTH OF A GRAVELED ROAD INTERSECTION, 102 FEET WEST OF THE
 SN0063'CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF THE STATION MARK, 1 FOOT
 SN0063'EAST OF A FENCE, ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 SN0063'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0061 ***********************************************************************
 SN0061  DESIGNATION -  A 2 Z RM 2
 SN0061  PID         -  SN0061
 SN0061  STATE/COUNTY-  ND/MCHENRY
 SN0061  USGS QUAD   -  DRAKE NW (1977)
 SN0061
 SN0061                         *CURRENT SURVEY CONTROL
 SN0061  ___________________________________________________________________
 SN0061* NAD 83(1986)-  47 59 56.     (N)    100 27 27.     (W)     SCALED    
 SN0061* NAVD 88     -       474.692  (meters)    1557.39   (feet)  ADJUSTED  
 SN0061  ___________________________________________________________________
 SN0061  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0061  DYNAMIC HT  -         474.763 (meters)    1557.62  (feet)  COMP
 SN0061  MODELED GRAV-     980,746.8   (mgal)                       NAVD 88
 SN0061
 SN0061  VERT ORDER  -  SECOND    CLASS 0
 SN0061
 SN0061.The horizontal coordinates were scaled from a topographic map and have
 SN0061.an estimated accuracy of +/- 6 seconds.
 SN0061
 SN0061.The orthometric height was determined by differential leveling
 SN0061.and adjusted by the National Geodetic Survey in June 1991..
 SN0061
 SN0061.The geoid height was determined by GEOID03.
 SN0061
 SN0061.The dynamic height is computed by dividing the NAVD 88
 SN0061.geopotential number by the normal gravity value computed on the
 SN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0061.degrees latitude (g = 980.6199 gals.).
 SN0061
 SN0061.The modeled gravity was interpolated from observed gravity values.
 SN0061
 SN0061;                    North         East    Units  Estimated Accuracy
 SN0061;SPC ND N     -   111,060.      603,170.      MT  (+/- 180 meters Scaled)
 SN0061
 SN0061                          SUPERSEDED SURVEY CONTROL
 SN0061
 SN0061  NGVD 29 (??/??/92)  474.31   (m)         1556.1    (f) COMPUTED    2 0
 SN0061
 SN0061.Superseded values are not recommended for survey control.
 SN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0061.See file dsdata.txt to determine how the superseded data were derived.
 SN0061
 SN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU912172(NAD 83)
 SN0061_MARKER: DR = REFERENCE MARK DISK
 SN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0061_STAMPING: A 2 Z NO 2 1962
 SN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0061+STABILITY: SURFACE MOTION
 SN0061
 SN0061  HISTORY     - Date     Condition        Report By
 SN0061  HISTORY     - 1962     MONUMENTED       CGS
 SN0061
 SN0061                          STATION DESCRIPTION
 SN0061
 SN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0061'8.8 MI NW FROM DRAKE.
 SN0061'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0061'AT DRAKE, THENCE 5.2 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.4
 SN0061'MILE NORTH OF A GRAVELED ROAD INTERSECTION, ABOUT 82 YARDS SOUTH OF A
 SN0061'FENCE CORNER AT THE NORTHEAST CORNER OF A PASTURE, 102.5 FEET WEST OF
 SN0061'THE CENTER LINE OF THE HIGHWAY, 41.4 FEET NORTHWEST OF THE STATION
 SN0061'MARK, 1 FOOT EAST OF A FENCE, ABOUT 8 FEET BELOW THE LEVEL OF THE
 SN0061'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0184 ***********************************************************************
 RS0184  DESIGNATION -  A 20
 RS0184  PID         -  RS0184
 RS0184  STATE/COUNTY-  ND/SLOPE
 RS0184  USGS QUAD   -  AMIDON (1973)
 RS0184
 RS0184                         *CURRENT SURVEY CONTROL
 RS0184  ___________________________________________________________________
 RS0184* NAD 83(1986)-  46 28 57.     (N)    103 21 48.     (W)     SCALED    
 RS0184* NAVD 88     -       899.203  (meters)    2950.14   (feet)  ADJUSTED  
 RS0184  ___________________________________________________________________
 RS0184  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 RS0184  DYNAMIC HT  -         899.138 (meters)    2949.92  (feet)  COMP
 RS0184  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 RS0184
 RS0184  VERT ORDER  -  FIRST     CLASS II
 RS0184
 RS0184.The horizontal coordinates were scaled from a topographic map and have
 RS0184.an estimated accuracy of +/- 6 seconds.
 RS0184
 RS0184.The orthometric height was determined by differential leveling
 RS0184.and adjusted by the National Geodetic Survey in June 1991..
 RS0184
 RS0184.The geoid height was determined by GEOID03.
 RS0184
 RS0184.The dynamic height is computed by dividing the NAVD 88
 RS0184.geopotential number by the normal gravity value computed on the
 RS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0184.degrees latitude (g = 980.6199 gals.).
 RS0184
 RS0184.The modeled gravity was interpolated from observed gravity values.
 RS0184
 RS0184;                    North         East    Units  Estimated Accuracy
 RS0184;SPC ND S     -    94,690.      380,190.      MT  (+/- 180 meters Scaled)
 RS0184
 RS0184                          SUPERSEDED SURVEY CONTROL
 RS0184
 RS0184  NGVD 29 (??/??/92)  898.679  (m)         2948.42   (f) ADJ UNCH    1 2
 RS0184
 RS0184.Superseded values are not recommended for survey control.
 RS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0184.See file dsdata.txt to determine how the superseded data were derived.
 RS0184
 RS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM256489(NAD 83)
 RS0184_MARKER: DB = BENCH MARK DISK
 RS0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0184_STAMPING: A 20 1934
 RS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0184+STABILITY: SURFACE MOTION
 RS0184
 RS0184  HISTORY     - Date     Condition        Report By
 RS0184  HISTORY     - 1934     MONUMENTED       CGS
 RS0184  HISTORY     - 1960     GOOD             USGS
 RS0184  HISTORY     - 1968     GOOD             DOD
 RS0184
 RS0184                          STATION DESCRIPTION
 RS0184
 RS0184'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RS0184'2.0 MI W FROM AMIDON.
 RS0184'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 85 AND GRADED ROAD FROM
 RS0184'AMIDON, SLOPE COUNTY, AT A FENCE CORNER AND DIM TRACK ROAD NORTH, 24
 RS0184'FEET EAST OF CENTERLINE OF TRACK ROAD, 44 FEET NORTH OF CENTERLINE OF
 RS0184'EAST-WEST ROAD AND 4 FEET NORTH OF FENCE CORNER.  A STANDARD DISK,
 RS0184'STAMPED A 20 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 RS0184'ROAD CROSSING FOUND TO BE AT INTERSECTION OF N-S, E-W LINES OF HIGHWAY
 RS0184'EXTENDED.
 RS0184
 RS0184                          STATION RECOVERY (1968)
 RS0184
 RS0184'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0417 ***********************************************************************
 SM0417  DESIGNATION -  A 201
 SM0417  PID         -  SM0417
 SM0417  STATE/COUNTY-  ND/GRIGGS
 SM0417  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0417
 SM0417                         *CURRENT SURVEY CONTROL
 SM0417  ___________________________________________________________________
 SM0417* NAD 83(1986)-  47 26 33.     (N)    098 09 58.     (W)     SCALED    
 SM0417* NAVD 88     -       439.240  (meters)    1441.07   (feet)  ADJUSTED  
 SM0417  ___________________________________________________________________
 SM0417  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 SM0417  DYNAMIC HT  -         439.288 (meters)    1441.23  (feet)  COMP
 SM0417  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 SM0417
 SM0417  VERT ORDER  -  SECOND    CLASS 0
 SM0417
 SM0417.The horizontal coordinates were scaled from a topographic map and have
 SM0417.an estimated accuracy of +/- 6 seconds.
 SM0417
 SM0417.The orthometric height was determined by differential leveling
 SM0417.and adjusted by the National Geodetic Survey in June 1991..
 SM0417
 SM0417.The geoid height was determined by GEOID03.
 SM0417
 SM0417.The dynamic height is computed by dividing the NAVD 88
 SM0417.geopotential number by the normal gravity value computed on the
 SM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0417.degrees latitude (g = 980.6199 gals.).
 SM0417
 SM0417.The modeled gravity was interpolated from observed gravity values.
 SM0417
 SM0417;                    North         East    Units  Estimated Accuracy
 SM0417;SPC ND N     -    51,870.      776,010.      MT  (+/- 180 meters Scaled)
 SM0417
 SM0417                          SUPERSEDED SURVEY CONTROL
 SM0417
 SM0417  NGVD 29 (??/??/92)  438.896  (m)         1439.94   (f) ADJ UNCH    2 0
 SM0417
 SM0417.Superseded values are not recommended for survey control.
 SM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0417.See file dsdata.txt to determine how the superseded data were derived.
 SM0417
 SM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT628546(NAD 83)
 SM0417_MARKER: DB = BENCH MARK DISK
 SM0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0417_STAMPING: A-201 1935
 SM0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0417+STABILITY: SURFACE MOTION
 SM0417
 SM0417  HISTORY     - Date     Condition        Report By
 SM0417  HISTORY     - 1935     MONUMENTED       CGS
 SM0417  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0417
 SM0417                          STATION DESCRIPTION
 SM0417
 SM0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0417'1.8 MI W FROM COOPERSTOWN.
 SM0417'1.8 MILE WEST OF, ALONG ST. HWY. NO. 7, FROM NORTHERN PACIFIC RY
 SM0417'STATION.  T 146 N, R 59 W, SEC. 22.  ABOUT 0.3 MILE WEST OF JUNCTION
 SM0417'OF ST. HWYS. NO. 1 AND NO. 7.  ABOUT 200 FEET SOUTHEAST OF JOHN
 SM0417'BECHERLS FARM HOUSE.  51.3 FEET NORTH OF CENTERLINE OF ST. HWY. NO. 7.
 SM0417'9.2 FEET NORTH OF SOUTHEAST CORNER OF FENCE.  0.9 FEET WEST OF
 SM0417'NORTH-SOUTH FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 SM0417
 SM0417                          STATION RECOVERY (1963)
 SM0417
 SM0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0418 ***********************************************************************
 SM0418  DESIGNATION -  A 201 RESET
 SM0418  PID         -  SM0418
 SM0418  STATE/COUNTY-  ND/GRIGGS
 SM0418  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0418
 SM0418                         *CURRENT SURVEY CONTROL
 SM0418  ___________________________________________________________________
 SM0418* NAD 83(1986)-  47 26 33.     (N)    098 09 58.     (W)     SCALED    
 SM0418* NAVD 88     -       439.337  (meters)    1441.39   (feet)  ADJUSTED  
 SM0418  ___________________________________________________________________
 SM0418  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 SM0418  DYNAMIC HT  -         439.385 (meters)    1441.55  (feet)  COMP
 SM0418  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 SM0418
 SM0418  VERT ORDER  -  SECOND    CLASS 0
 SM0418
 SM0418.The horizontal coordinates were scaled from a topographic map and have
 SM0418.an estimated accuracy of +/- 6 seconds.
 SM0418
 SM0418.The orthometric height was determined by differential leveling
 SM0418.and adjusted by the National Geodetic Survey in June 1991..
 SM0418
 SM0418.The geoid height was determined by GEOID03.
 SM0418
 SM0418.The dynamic height is computed by dividing the NAVD 88
 SM0418.geopotential number by the normal gravity value computed on the
 SM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0418.degrees latitude (g = 980.6199 gals.).
 SM0418
 SM0418.The modeled gravity was interpolated from observed gravity values.
 SM0418
 SM0418;                    North         East    Units  Estimated Accuracy
 SM0418;SPC ND N     -    51,870.      776,010.      MT  (+/- 180 meters Scaled)
 SM0418
 SM0418                          SUPERSEDED SURVEY CONTROL
 SM0418
 SM0418  NGVD 29 (??/??/92)  438.981  (m)         1440.22   (f) ADJ UNCH    2 0
 SM0418
 SM0418.Superseded values are not recommended for survey control.
 SM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0418.See file dsdata.txt to determine how the superseded data were derived.
 SM0418
 SM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT628546(NAD 83)
 SM0418_MARKER: DB = BENCH MARK DISK
 SM0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0418_STAMPING: A 201 RESET 1961
 SM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0418+STABILITY: SURFACE MOTION
 SM0418
 SM0418  HISTORY     - Date     Condition        Report By
 SM0418  HISTORY     - 1961     MONUMENTED       CGS
 SM0418  HISTORY     - 1963     GOOD             NGS
 SM0418
 SM0418                          STATION DESCRIPTION
 SM0418
 SM0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0418'2.0 MI W FROM COOPERSTOWN.
 SM0418'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0418'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0418'THENCE 1.1 MILES WEST ALONG STATE HIGHWAY 7, IN SECTION 22, T 146 N, R
 SM0418'59 W, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 208 FEET
 SM0418'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 32 FEET EAST OF THE
 SM0418'CENTER LINE OF A PRIVATE DRIVEWAY, 1.2 FEET SOUTHEAST OF A CONCRETE
 SM0418'RIGHT OF WAY MARKER POST, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT
 SM0418'8 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SM0418'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0192 ***********************************************************************
 SM0192  DESIGNATION -  A 202
 SM0192  PID         -  SM0192
 SM0192  STATE/COUNTY-  ND/GRIGGS
 SM0192  USGS QUAD   -  BINFORD (1961)
 SM0192
 SM0192                         *CURRENT SURVEY CONTROL
 SM0192  ___________________________________________________________________
 SM0192* NAD 83(1986)-  47 33 36.     (N)    098 20 47.     (W)     SCALED    
 SM0192* NAVD 88     -       463.688  (meters)    1521.28   (feet)  ADJUSTED  
 SM0192  ___________________________________________________________________
 SM0192  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM0192  DYNAMIC HT  -         463.753 (meters)    1521.50  (feet)  COMP
 SM0192  MODELED GRAV-     980,739.4   (mgal)                       NAVD 88
 SM0192
 SM0192  VERT ORDER  -  SECOND    CLASS 0
 SM0192
 SM0192.The horizontal coordinates were scaled from a topographic map and have
 SM0192.an estimated accuracy of +/- 6 seconds.
 SM0192
 SM0192.The orthometric height was determined by differential leveling
 SM0192.and adjusted by the National Geodetic Survey in June 1991..
 SM0192
 SM0192.The geoid height was determined by GEOID03.
 SM0192
 SM0192.The dynamic height is computed by dividing the NAVD 88
 SM0192.geopotential number by the normal gravity value computed on the
 SM0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0192.degrees latitude (g = 980.6199 gals.).
 SM0192
 SM0192.The modeled gravity was interpolated from observed gravity values.
 SM0192
 SM0192;                    North         East    Units  Estimated Accuracy
 SM0192;SPC ND N     -    64,530.      762,050.      MT  (+/- 180 meters Scaled)
 SM0192
 SM0192                          SUPERSEDED SURVEY CONTROL
 SM0192
 SM0192  NGVD 29 (??/??/92)  463.341  (m)         1520.14   (f) ADJ UNCH    2 0
 SM0192
 SM0192.Superseded values are not recommended for survey control.
 SM0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0192.See file dsdata.txt to determine how the superseded data were derived.
 SM0192
 SM0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT491676(NAD 83)
 SM0192_MARKER: DB = BENCH MARK DISK
 SM0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0192_STAMPING: A 202 1935
 SM0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0192+STABILITY: SURFACE MOTION
 SM0192
 SM0192  HISTORY     - Date     Condition        Report By
 SM0192  HISTORY     - 1935     MONUMENTED       CGS
 SM0192
 SM0192                          STATION DESCRIPTION
 SM0192
 SM0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0192'IN BINFORD.
 SM0192'AT BINFORD, GRIGGS COUNTY, 125 FEET EAST OF THE NORTHERN PACIFIC
 SM0192'RAILWAY STATION, AT SECTION 8, T. 147 N., R. 60 W., 47.6 FEET NORTH OF
 SM0192'THE CENTERLINE OF THE MAIN TRACK, 47.3 FEET WEST OF THE WEST EDGE OF A
 SM0192'SIDEWALK, AND 1.7 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED A
 SM0192'202 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0609 ***********************************************************************
 SM0609  DESIGNATION -  A 204
 SM0609  PID         -  SM0609
 SM0609  STATE/COUNTY-  ND/FOSTER
 SM0609  USGS QUAD   -  BORDULAC (1951)
 SM0609
 SM0609                         *CURRENT SURVEY CONTROL
 SM0609  ___________________________________________________________________
 SM0609* NAD 83(1986)-  47 29 10.     (N)    098 58 06.     (W)     SCALED    
 SM0609* NAVD 88     -       464.902  (meters)    1525.27   (feet)  ADJUSTED  
 SM0609  ___________________________________________________________________
 SM0609  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM0609  DYNAMIC HT  -         464.955 (meters)    1525.44  (feet)  COMP
 SM0609  MODELED GRAV-     980,709.9   (mgal)                       NAVD 88
 SM0609
 SM0609  VERT ORDER  -  SECOND    CLASS 0
 SM0609
 SM0609.The horizontal coordinates were scaled from a topographic map and have
 SM0609.an estimated accuracy of +/- 6 seconds.
 SM0609
 SM0609.The orthometric height was determined by differential leveling
 SM0609.and adjusted by the National Geodetic Survey in June 1991..
 SM0609
 SM0609.The geoid height was determined by GEOID03.
 SM0609
 SM0609.The dynamic height is computed by dividing the NAVD 88
 SM0609.geopotential number by the normal gravity value computed on the
 SM0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0609.degrees latitude (g = 980.6199 gals.).
 SM0609
 SM0609.The modeled gravity was interpolated from observed gravity values.
 SM0609
 SM0609;                    North         East    Units  Estimated Accuracy
 SM0609;SPC ND N     -    55,190.      715,420.      MT  (+/- 180 meters Scaled)
 SM0609
 SM0609                          SUPERSEDED SURVEY CONTROL
 SM0609
 SM0609  NGVD 29 (??/??/92)  464.520  (m)         1524.01   (f) ADJ UNCH    2 0
 SM0609
 SM0609.Superseded values are not recommended for survey control.
 SM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0609.See file dsdata.txt to determine how the superseded data were derived.
 SM0609
 SM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT023591(NAD 83)
 SM0609_MARKER: DB = BENCH MARK DISK
 SM0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0609_STAMPING: A 204 1935
 SM0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0609+STABILITY: SURFACE MOTION
 SM0609
 SM0609  HISTORY     - Date     Condition        Report By
 SM0609  HISTORY     - 1935     MONUMENTED       CGS
 SM0609  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0609
 SM0609                          STATION DESCRIPTION
 SM0609
 SM0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0609'9.9 MI ENE FROM CARRINGTON.
 SM0609'7.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 SM0609'CARRINGTON, FOSTER COUNTY, THENCE 2.1 MILES NORTH ALONG A SECTION-LINE
 SM0609'ROAD.  AT THE CORNER COMMON TO SECTION 4, 5, 8 AND 9, T 146 N, R 65 W,
 SM0609'AT THE SOUTHWEST CORNER OF THE ROSE HILL SCHOOL YARD, 62.9 FEET WEST
 SM0609'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, AT A ROAD INTERSECTION, 52
 SM0609'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 39.4 FEET NORTH OF
 SM0609'THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 34.7 FEET EAST OF THE
 SM0609'CENTER LINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED A
 SM0609'204 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE DESCRIBED
 SM0609'LOCATION IS IN THE PRESENT GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0435 ***********************************************************************
 SM0435  DESIGNATION -  A 205
 SM0435  PID         -  SM0435
 SM0435  STATE/COUNTY-  ND/GRIGGS
 SM0435  USGS QUAD   -  SUTTON (1961)
 SM0435
 SM0435                         *CURRENT SURVEY CONTROL
 SM0435  ___________________________________________________________________
 SM0435* NAD 83(1986)-  47 23 55.     (N)    098 26 07.     (W)     SCALED    
 SM0435* NAVD 88     -       448.989  (meters)    1473.06   (feet)  ADJUSTED  
 SM0435  ___________________________________________________________________
 SM0435  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SM0435  DYNAMIC HT  -         449.034 (meters)    1473.21  (feet)  COMP
 SM0435  MODELED GRAV-     980,699.2   (mgal)                       NAVD 88
 SM0435
 SM0435  VERT ORDER  -  SECOND    CLASS 0
 SM0435
 SM0435.The horizontal coordinates were scaled from a topographic map and have
 SM0435.an estimated accuracy of +/- 6 seconds.
 SM0435
 SM0435.The orthometric height was determined by differential leveling
 SM0435.and adjusted by the National Geodetic Survey in June 1991..
 SM0435
 SM0435.The geoid height was determined by GEOID03.
 SM0435
 SM0435.The dynamic height is computed by dividing the NAVD 88
 SM0435.geopotential number by the normal gravity value computed on the
 SM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0435.degrees latitude (g = 980.6199 gals.).
 SM0435
 SM0435.The modeled gravity was interpolated from observed gravity values.
 SM0435
 SM0435;                    North         East    Units  Estimated Accuracy
 SM0435;SPC ND N     -    46,410.      755,850.      MT  (+/- 180 meters Scaled)
 SM0435
 SM0435                          SUPERSEDED SURVEY CONTROL
 SM0435
 SM0435  NGVD 29 (??/??/92)  448.627  (m)         1471.87   (f) ADJ UNCH    2 0
 SM0435
 SM0435.Superseded values are not recommended for survey control.
 SM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0435.See file dsdata.txt to determine how the superseded data were derived.
 SM0435
 SM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT426496(NAD 83)
 SM0435_MARKER: DB = BENCH MARK DISK
 SM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0435_STAMPING: A 205 1935
 SM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0435+STABILITY: SURFACE MOTION
 SM0435
 SM0435  HISTORY     - Date     Condition        Report By
 SM0435  HISTORY     - 1935     MONUMENTED       CGS
 SM0435  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0435
 SM0435                          STATION DESCRIPTION
 SM0435
 SM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0435'0.3 MI E FROM SUTTON.
 SM0435'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0435'SUTTON, GRIGGS COUNTY, 250 FEET SOUTHWEST OF MILEPOST 86, AT THE
 SM0435'NORTHEAST CORNER OF SECTION 9, T. 145 N., R. 61 W., 100 FEET SOUTHEAST
 SM0435'OF THE SOUTHEAST CORNER OF A SECTION CAR-HOUSE, AT A ROAD CROSSING,
 SM0435'98.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 48.6 FEET WEST OF THE
 SM0435'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 19.6 FEET WEST OF THE
 SM0435'SOUTHEAST CORNER OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET NORTH OF THE
 SM0435'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 205 1935 AND SET IN
 SM0435'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0465 ***********************************************************************
 SM0465  DESIGNATION -  A 208
 SM0465  PID         -  SM0465
 SM0465  STATE/COUNTY-  ND/BARNES
 SM0465  USGS QUAD   -  LEAL (1961)
 SM0465
 SM0465                         *CURRENT SURVEY CONTROL
 SM0465  ___________________________________________________________________
 SM0465* NAD 83(1986)-  47 03 59.     (N)    098 20 26.     (W)     SCALED    
 SM0465* NAVD 88     -       443.195  (meters)    1454.05   (feet)  ADJUSTED  
 SM0465  ___________________________________________________________________
 SM0465  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0465  DYNAMIC HT  -         443.222 (meters)    1454.14  (feet)  COMP
 SM0465  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 SM0465
 SM0465  VERT ORDER  -  SECOND    CLASS 0
 SM0465
 SM0465.The horizontal coordinates were scaled from a topographic map and have
 SM0465.an estimated accuracy of +/- 6 seconds.
 SM0465
 SM0465.The orthometric height was determined by differential leveling
 SM0465.and adjusted by the National Geodetic Survey in June 1991..
 SM0465
 SM0465.The geoid height was determined by GEOID03.
 SM0465
 SM0465.The dynamic height is computed by dividing the NAVD 88
 SM0465.geopotential number by the normal gravity value computed on the
 SM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0465.degrees latitude (g = 980.6199 gals.).
 SM0465
 SM0465.The modeled gravity was interpolated from observed gravity values.
 SM0465
 SM0465;                    North         East    Units  Estimated Accuracy
 SM0465;SPC ND S     -   157,840.      764,010.      MT  (+/- 180 meters Scaled)
 SM0465
 SM0465                          SUPERSEDED SURVEY CONTROL
 SM0465
 SM0465  NGVD 29 (??/??/92)  442.825  (m)         1452.84   (f) ADJ UNCH    2 0
 SM0465
 SM0465.Superseded values are not recommended for survey control.
 SM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0465.See file dsdata.txt to determine how the superseded data were derived.
 SM0465
 SM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT500127(NAD 83)
 SM0465_MARKER: DB = BENCH MARK DISK
 SM0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0465_STAMPING: A 208 1935
 SM0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0465+STABILITY: SURFACE MOTION
 SM0465
 SM0465  HISTORY     - Date     Condition        Report By
 SM0465  HISTORY     - 1935     MONUMENTED       CGS
 SM0465  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0465
 SM0465                          STATION DESCRIPTION
 SM0465
 SM0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0465'3.6 MI SW FROM LEAL.
 SM0465'2.6 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE BANK OF LEAL AT
 SM0465'LEAL, BARNES COUNTY, THENCE 1.0 MILE WEST ALONG A SECTION-LINE ROAD.
 SM0465'AT THE NORTHEAST CORNER OF SECTION 1, T. 141 N., R. 61 W., AT A ROAD
 SM0465'INTERSECTION, 49.6 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 SM0465'ROAD, 13.5 FEET WEST OF THE NORTHEAST CORNER OF A FENCE, AND 1.1 FEET
 SM0465'NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED A 208 1935
 SM0465'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- FARMING OPERATIONS AT
 SM0465'THE DESCRIBED LOCATION IS NOW UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0598 ***********************************************************************
 SM0598  DESIGNATION -  A 209
 SM0598  PID         -  SM0598
 SM0598  STATE/COUNTY-  ND/STUTSMAN
 SM0598  USGS QUAD   -  COURTENAY NW (1990)
 SM0598
 SM0598                         *CURRENT SURVEY CONTROL
 SM0598  ___________________________________________________________________
 SM0598* NAD 83(1986)-  47 09 12.     (N)    098 40 44.     (W)     SCALED    
 SM0598* NAVD 88     -       474.142  (meters)    1555.58   (feet)  ADJUSTED  
 SM0598  ___________________________________________________________________
 SM0598  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM0598  DYNAMIC HT  -         474.178 (meters)    1555.70  (feet)  COMP
 SM0598  MODELED GRAV-     980,674.0   (mgal)                       NAVD 88
 SM0598
 SM0598  VERT ORDER  -  SECOND    CLASS 0
 SM0598
 SM0598.The horizontal coordinates were scaled from a topographic map and have
 SM0598.an estimated accuracy of +/- 6 seconds.
 SM0598
 SM0598.The orthometric height was determined by differential leveling
 SM0598.and adjusted by the National Geodetic Survey in June 1991..
 SM0598
 SM0598.The geoid height was determined by GEOID03.
 SM0598
 SM0598.The dynamic height is computed by dividing the NAVD 88
 SM0598.geopotential number by the normal gravity value computed on the
 SM0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0598.degrees latitude (g = 980.6199 gals.).
 SM0598
 SM0598.The modeled gravity was interpolated from observed gravity values.
 SM0598
 SM0598;                    North         East    Units  Estimated Accuracy
 SM0598;SPC ND S     -   166,860.      738,090.      MT  (+/- 180 meters Scaled)
 SM0598
 SM0598                          SUPERSEDED SURVEY CONTROL
 SM0598
 SM0598  NGVD 29 (??/??/92)  473.762  (m)         1554.33   (f) ADJ UNCH    2 0
 SM0598
 SM0598.Superseded values are not recommended for survey control.
 SM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0598.See file dsdata.txt to determine how the superseded data were derived.
 SM0598
 SM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT243222(NAD 83)
 SM0598_MARKER: DB = BENCH MARK DISK
 SM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0598_STAMPING: A-209 1935
 SM0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0598+STABILITY: SURFACE MOTION
 SM0598
 SM0598  HISTORY     - Date     Condition        Report By
 SM0598  HISTORY     - 1935     MONUMENTED       CGS
 SM0598
 SM0598                          STATION DESCRIPTION
 SM0598
 SM0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0598'10.8 MI SW FROM COURTENAY.
 SM0598'0.3 MILE NORTH, 5.5 MILES WEST AND 5 MILES SOUTH OF, ALONG ST. HWY.
 SM0598'NO. 20 T 143 N, R 63 W, S.W. CORNER OF SECTION 33. 59.7 FEET NORTHEAST
 SM0598'OF CENTERLINE OF INTERSECTION OF HWY. AND CROSS ROAD.  42.8 FEET EAST
 SM0598'OF CENTERLINE OF ST. HWY. NO. 20.  8.5 FEET NORTH OF SOUTHWEST CORNER
 SM0598'OF FENCE AND POWER POLE.  1.2 FT. EAST OF NORTH-SOUTH FENCE. TABLET
 SM0598'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0599 ***********************************************************************
 SM0599  DESIGNATION -  A 209 RESET
 SM0599  PID         -  SM0599
 SM0599  STATE/COUNTY-  ND/STUTSMAN
 SM0599  USGS QUAD   -  COURTENAY NW (1990)
 SM0599
 SM0599                         *CURRENT SURVEY CONTROL
 SM0599  ___________________________________________________________________
 SM0599* NAD 83(1986)-  47 09 12.     (N)    098 40 44.     (W)     SCALED    
 SM0599* NAVD 88     -       475.10   (+/-2cm)    1558.7    (feet)  VERTCON   
 SM0599  ___________________________________________________________________
 SM0599  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM0599
 SM0599  VERT ORDER  -  THIRD (See Below)
 SM0599
 SM0599.The horizontal coordinates were scaled from a topographic map and have
 SM0599.an estimated accuracy of +/- 6 seconds.
 SM0599
 SM0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0599.The vertical order pertains to the NGVD 29 superseded value.
 SM0599
 SM0599.The geoid height was determined by GEOID03.
 SM0599
 SM0599;                    North         East    Units  Estimated Accuracy
 SM0599;SPC ND S     -   166,860.      738,090.      MT  (+/- 180 meters Scaled)
 SM0599
 SM0599                          SUPERSEDED SURVEY CONTROL
 SM0599
 SM0599  NGVD 29 (??/??/??)  474.72   (m)         1557.5    (f) RESET       3  
 SM0599
 SM0599.Superseded values are not recommended for survey control.
 SM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0599.See file dsdata.txt to determine how the superseded data were derived.
 SM0599
 SM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT243222(NAD 83)
 SM0599_MARKER: DB = BENCH MARK DISK
 SM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0599_STAMPING: A 209 RESET 1949
 SM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0599+STABILITY: SURFACE MOTION
 SM0599
 SM0599  HISTORY     - Date     Condition        Report By
 SM0599  HISTORY     - 1949     MONUMENTED       NDHD
 SM0599  HISTORY     - 1961     GOOD             NGS
 SM0599
 SM0599                          STATION DESCRIPTION
 SM0599
 SM0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0599'10.2 MI SW FROM COURTENAY.
 SM0599'0.3 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE MINNEAPOLIS, ST.
 SM0599'PAUL AND SAULT STE. MARIE RAILROAD STATION AT COURTENAY, STUTSMAN
 SM0599'COUNTY, THENCE 5.5 MILES WEST ALONG STATE HIGHWAY 9, AND THENCE 5.0
 SM0599'MILES SOUTH ALONG STATE HIGHWAY 20.  AT THE SOUTHWEST CORNER OF
 SM0599'SECTION 33, T. 143 N., R. 63 W., AT THE INTERSECTION OF A TRAIL, 34
 SM0599'FEET NORTH OF THE CENTER LINE OF THE TRAIL, 69 FEET SOUTHEAST OF THE
 SM0599'EAST END OF A CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, AND 4.5 FEET
 SM0599'NORTHWEST OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED
 SM0599'A 209 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 SM0599'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SM0599'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0122 ***********************************************************************
 RS0122  DESIGNATION -  A 21
 RS0122  PID         -  RS0122
 RS0122  STATE/COUNTY-  ND/STARK
 RS0122  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0122
 RS0122                         *CURRENT SURVEY CONTROL
 RS0122  ___________________________________________________________________
 RS0122* NAD 83(1986)-  46 46 40.     (N)    102 47 23.     (W)     SCALED    
 RS0122* NAVD 88     -       760.367  (meters)    2494.64   (feet)  ADJUSTED  
 RS0122  ___________________________________________________________________
 RS0122  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RS0122  DYNAMIC HT  -         760.359 (meters)    2494.61  (feet)  COMP
 RS0122  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 RS0122
 RS0122  VERT ORDER  -  FIRST     CLASS II
 RS0122
 RS0122.The horizontal coordinates were scaled from a topographic map and have
 RS0122.an estimated accuracy of +/- 6 seconds.
 RS0122
 RS0122.The orthometric height was determined by differential leveling
 RS0122.and adjusted by the National Geodetic Survey in June 1991..
 RS0122
 RS0122.The geoid height was determined by GEOID03.
 RS0122
 RS0122.The dynamic height is computed by dividing the NAVD 88
 RS0122.geopotential number by the normal gravity value computed on the
 RS0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0122.degrees latitude (g = 980.6199 gals.).
 RS0122
 RS0122.The modeled gravity was interpolated from observed gravity values.
 RS0122
 RS0122;                    North         East    Units  Estimated Accuracy
 RS0122;SPC ND S     -   126,060.      425,170.      MT  (+/- 180 meters Scaled)
 RS0122
 RS0122                          SUPERSEDED SURVEY CONTROL
 RS0122
 RS0122  NGVD 29 (??/??/92)  759.837  (m)         2492.90   (f) ADJ UNCH    1 2
 RS0122
 RS0122.Superseded values are not recommended for survey control.
 RS0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0122.See file dsdata.txt to determine how the superseded data were derived.
 RS0122
 RS0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM687828(NAD 83)
 RS0122_MARKER: DB = BENCH MARK DISK
 RS0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0122_STAMPING: A-21 1934
 RS0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0122+STABILITY: SURFACE MOTION
 RS0122
 RS0122  HISTORY     - Date     Condition        Report By
 RS0122  HISTORY     - 1934     MONUMENTED       CGS
 RS0122
 RS0122                          STATION DESCRIPTION
 RS0122
 RS0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0122'7.1 MI S FROM DICKINSON.
 RS0122'7.1 MILES S OF AND ALONG STATE HWY NO. 22 HORIZONTAL MARK LOCATED IN
 RS0122'CENTER OF E ABUTMENT OF LARGE DOUBLE BOX CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0123 ***********************************************************************
 RS0123  DESIGNATION -  A 21 RESET
 RS0123  PID         -  RS0123
 RS0123  STATE/COUNTY-  ND/STARK
 RS0123  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0123
 RS0123                         *CURRENT SURVEY CONTROL
 RS0123  ___________________________________________________________________
 RS0123* NAD 83(1986)-  46 46 40.     (N)    102 47 23.     (W)     SCALED    
 RS0123* NAVD 88     -       761.29   (+/-2cm)    2497.7    (feet)  VERTCON   
 RS0123  ___________________________________________________________________
 RS0123  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RS0123
 RS0123  VERT ORDER  -  THIRD (See Below)
 RS0123
 RS0123.The horizontal coordinates were scaled from a topographic map and have
 RS0123.an estimated accuracy of +/- 6 seconds.
 RS0123
 RS0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0123.The vertical order pertains to the NGVD 29 superseded value.
 RS0123
 RS0123.The geoid height was determined by GEOID03.
 RS0123
 RS0123;                    North         East    Units  Estimated Accuracy
 RS0123;SPC ND S     -   126,060.      425,170.      MT  (+/- 180 meters Scaled)
 RS0123
 RS0123                          SUPERSEDED SURVEY CONTROL
 RS0123
 RS0123  NGVD 29 (??/??/??)  760.76   (m)         2495.9    (f) RESET       3  
 RS0123
 RS0123.Superseded values are not recommended for survey control.
 RS0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0123.See file dsdata.txt to determine how the superseded data were derived.
 RS0123
 RS0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM687828(NAD 83)
 RS0123_MARKER: DB = BENCH MARK DISK
 RS0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RS0123_SP_SET: CULLVERT
 RS0123_STAMPING: A 21 RESET 1939
 RS0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RS0123
 RS0123  HISTORY     - Date     Condition        Report By
 RS0123  HISTORY     - 1939     MONUMENTED       NDHD
 RS0123  HISTORY     - 1953     GOOD             NGS
 RS0123  HISTORY     - 1968     GOOD             DOD
 RS0123
 RS0123                          STATION DESCRIPTION
 RS0123
 RS0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RS0123'7.1 MI S FROM DICKINSON.
 RS0123'7.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM DICKINSON, STARK COUNTY,
 RS0123'1/4 MILE NORTH OF THE SOUTHWEST CORNER OF SECTION 10, T 138 N, R 96 W,
 RS0123'AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE EAST HEAD
 RS0123'WALL.  A STANDARD DISK, STAMPED A 21 RESET 1939.
 RS0123
 RS0123                          STATION RECOVERY (1968)
 RS0123
 RS0123'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0253 ***********************************************************************
 RQ0253  DESIGNATION -  A 210
 RQ0253  PID         -  RQ0253
 RQ0253  STATE/COUNTY-  ND/STUTSMAN
 RQ0253  USGS QUAD   -  ELDRIDGE SW (1991)
 RQ0253
 RQ0253                         *CURRENT SURVEY CONTROL
 RQ0253  ___________________________________________________________________
 RQ0253* NAD 83(1986)-  46 50 55.     (N)    098 52 55.     (W)     SCALED    
 RQ0253* NAVD 88     -       481.201  (meters)    1578.74   (feet)  ADJUSTED  
 RQ0253  ___________________________________________________________________
 RQ0253  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 RQ0253  DYNAMIC HT  -         481.216 (meters)    1578.79  (feet)  COMP
 RQ0253  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 RQ0253
 RQ0253  VERT ORDER  -  SECOND    CLASS 0
 RQ0253
 RQ0253.The horizontal coordinates were scaled from a topographic map and have
 RQ0253.an estimated accuracy of +/- 6 seconds.
 RQ0253
 RQ0253.The orthometric height was determined by differential leveling
 RQ0253.and adjusted by the National Geodetic Survey in June 1991..
 RQ0253
 RQ0253.The geoid height was determined by GEOID03.
 RQ0253
 RQ0253.The dynamic height is computed by dividing the NAVD 88
 RQ0253.geopotential number by the normal gravity value computed on the
 RQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0253.degrees latitude (g = 980.6199 gals.).
 RQ0253
 RQ0253.The modeled gravity was interpolated from observed gravity values.
 RQ0253
 RQ0253;                    North         East    Units  Estimated Accuracy
 RQ0253;SPC ND S     -   132,650.      723,390.      MT  (+/- 180 meters Scaled)
 RQ0253
 RQ0253                          SUPERSEDED SURVEY CONTROL
 RQ0253
 RQ0253  NGVD 29 (??/??/92)  480.805  (m)         1577.44   (f) ADJ UNCH    2 0
 RQ0253
 RQ0253.Superseded values are not recommended for survey control.
 RQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0253.See file dsdata.txt to determine how the superseded data were derived.
 RQ0253
 RQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS090883(NAD 83)
 RQ0253_MARKER: DB = BENCH MARK DISK
 RQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0253_STAMPING: A 210 1935
 RQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0253+STABILITY: SURFACE MOTION
 RQ0253
 RQ0253  HISTORY     - Date     Condition        Report By
 RQ0253  HISTORY     - 1935     MONUMENTED       CGS
 RQ0253  HISTORY     - 1961     GOOD             NGS
 RQ0253
 RQ0253                          STATION DESCRIPTION
 RQ0253
 RQ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0253'1.5 MI W FROM ELDRIDGE.
 RQ0253'1.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0253'ELDRIDGE, THENCE 3.6 MILES SOUTH ALONG A DIRT ROAD.  AT THE NORTHWEST
 RQ0253'CORNER OF SECTION 22, T 139 N, R 65 W, 66.2 FEET SOUTHEAST OF THE
 RQ0253'CENTER OF A ROAD INTERSECTION, 25.8 FEET EAST OF THE CENTERLINE OF THE
 RQ0253'NORTH-AND-SOUTH ROAD, 41.6 FEET SOUTH OF THE EAST END OF A
 RQ0253'GALVANIZED-IRON PIPE CULVERT, 30.9 FEET SOUTH OF A NORTHWEST FENCE
 RQ0253'CORNER, AND 1.1 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 RQ0253'DISK, STAMPED A 210 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0286 ***********************************************************************
 RR0286  DESIGNATION -  A 212
 RR0286  PID         -  RR0286
 RR0286  STATE/COUNTY-  ND/BURLEIGH
 RR0286  USGS QUAD   -  BISMARCK (1976)
 RR0286
 RR0286                         *CURRENT SURVEY CONTROL
 RR0286  ___________________________________________________________________
 RR0286* NAD 83(1986)-  46 48 20.     (N)    100 45 04.     (W)     SCALED    
 RR0286* NAVD 88     -       510.542  (meters)    1675.00   (feet)  ADJUSTED  
 RR0286  ___________________________________________________________________
 RR0286  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RR0286  DYNAMIC HT  -         510.549 (meters)    1675.03  (feet)  COMP
 RR0286  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 RR0286
 RR0286  VERT ORDER  -  FIRST     CLASS II
 RR0286
 RR0286.The horizontal coordinates were scaled from a topographic map and have
 RR0286.an estimated accuracy of +/- 6 seconds.
 RR0286
 RR0286.The orthometric height was determined by differential leveling
 RR0286.and adjusted by the National Geodetic Survey in June 1991..
 RR0286
 RR0286.The geoid height was determined by GEOID03.
 RR0286
 RR0286.The dynamic height is computed by dividing the NAVD 88
 RR0286.geopotential number by the normal gravity value computed on the
 RR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0286.degrees latitude (g = 980.6199 gals.).
 RR0286
 RR0286.The modeled gravity was interpolated from observed gravity values.
 RR0286
 RR0286;                    North         East    Units  Estimated Accuracy
 RR0286;SPC ND S     -   126,630.      580,830.      MT  (+/- 180 meters Scaled)
 RR0286
 RR0286                          SUPERSEDED SURVEY CONTROL
 RR0286
 RR0286  NGVD 29 (??/??/92)  510.126  (m)         1673.64   (f) ADJ UNCH    1 2
 RR0286
 RR0286.Superseded values are not recommended for survey control.
 RR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0286.See file dsdata.txt to determine how the superseded data were derived.
 RR0286
 RR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS663850(NAD 83)
 RR0286_MARKER: DB = BENCH MARK DISK
 RR0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0286_SP_SET: BUILDING
 RR0286_STAMPING: A 212 1962
 RR0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0286
 RR0286  HISTORY     - Date     Condition        Report By
 RR0286  HISTORY     - 1962     MONUMENTED       CGS
 RR0286
 RR0286                          STATION DESCRIPTION
 RR0286
 RR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0286'1.5 MI E FROM BISMARCK.
 RR0286'ABOUT 1.5 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RR0286'BISMARCK, AT THE DAKOTA MALTING AND BREWING COMPANY, SET VERTICALLY IN
 RR0286'THE SOUTH CONCRETE FOUNDATION OF THE BUILDING, AT THE SOUTHEAST CORNER
 RR0286'OF THE BUILDING, 26.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 RR0286'2 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.5 FOOT ABOVE
 RR0286'THE GROUND, ABOUT 1 FOOT HIGHER THAN THE TRACK, SET VERTICALLY IN THE
 RR0286'FACE OF A BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0135 ***********************************************************************
 SN0135  DESIGNATION -  A 213
 SN0135  PID         -  SN0135
 SN0135  STATE/COUNTY-  ND/MCLEAN
 SN0135  USGS QUAD   -  TURTLE CREEK SW (1961)
 SN0135
 SN0135                         *CURRENT SURVEY CONTROL
 SN0135  ___________________________________________________________________
 SN0135* NAD 83(1986)-  47 15 10.     (N)    100 53 06.     (W)     SCALED    
 SN0135* NAVD 88     -       530.276  (meters)    1739.75   (feet)  ADJUSTED  
 SN0135  ___________________________________________________________________
 SN0135  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SN0135  DYNAMIC HT  -         530.300 (meters)    1739.83  (feet)  COMP
 SN0135  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 SN0135
 SN0135  VERT ORDER  -  FIRST     CLASS II
 SN0135
 SN0135.The horizontal coordinates were scaled from a topographic map and have
 SN0135.an estimated accuracy of +/- 6 seconds.
 SN0135
 SN0135.The orthometric height was determined by differential leveling
 SN0135.and adjusted by the National Geodetic Survey in June 1991..
 SN0135
 SN0135.The geoid height was determined by GEOID03.
 SN0135
 SN0135.The dynamic height is computed by dividing the NAVD 88
 SN0135.geopotential number by the normal gravity value computed on the
 SN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0135.degrees latitude (g = 980.6199 gals.).
 SN0135
 SN0135.The modeled gravity was interpolated from observed gravity values.
 SN0135
 SN0135;                    North         East    Units  Estimated Accuracy
 SN0135;SPC ND N     -    28,180.      570,860.      MT  (+/- 180 meters Scaled)
 SN0135
 SN0135                          SUPERSEDED SURVEY CONTROL
 SN0135
 SN0135  NGVD 29 (??/??/92)  529.855  (m)         1738.37   (f) ADJ UNCH    1 2
 SN0135
 SN0135.Superseded values are not recommended for survey control.
 SN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0135.See file dsdata.txt to determine how the superseded data were derived.
 SN0135
 SN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT573349(NAD 83)
 SN0135_MARKER: DB = BENCH MARK DISK
 SN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0135_STAMPING: A 213 1962
 SN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0135+STABILITY: SURFACE MOTION
 SN0135
 SN0135  HISTORY     - Date     Condition        Report By
 SN0135  HISTORY     - 1962     MONUMENTED       CGS
 SN0135
 SN0135                          STATION DESCRIPTION
 SN0135
 SN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0135'8.2 MI SE FROM WASHBURN.
 SN0135'ABOUT 8.2 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0135'AT WASHBURN, AT MILEPOLE NO 524, 162 FEET NORTH NORTHEAST OF THE
 SN0135'CENTERLINE OF A PRIVATE DRIVE AT JUNCTION WITH THE RAILROAD, 60 FEET
 SN0135'EAST AND ACROSS THE TRACK FROM THE MILEPOLE, 32.5 FEET EAST OF THE
 SN0135'EAST RAIL, 1.7 FEET WEST OF A FENCE LINE, 1.5 FEET NORTH OF A WITNESS
 SN0135'POST, ABOUT 3 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF A
 SN0135'CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- ALSO 9.05 MILE NORTHWEST
 SN0135'ALONG THE SOO LINE RAILROAD FROM THE STATION AT WILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0520 ***********************************************************************
 SN0520  DESIGNATION -  A 214
 SN0520  PID         -  SN0520
 SN0520  STATE/COUNTY-  ND/MCLEAN
 SN0520  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0520
 SN0520                         *CURRENT SURVEY CONTROL
 SN0520  ___________________________________________________________________
 SN0520* NAD 83(1986)-  47 36 36.     (N)    101 15 57.     (W)     SCALED    
 SN0520* NAVD 88     -       569.032  (meters)    1866.90   (feet)  ADJUSTED  
 SN0520  ___________________________________________________________________
 SN0520  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SN0520  DYNAMIC HT  -         569.081 (meters)    1867.06  (feet)  COMP
 SN0520  MODELED GRAV-     980,680.1   (mgal)                       NAVD 88
 SN0520
 SN0520  VERT ORDER  -  FIRST     CLASS II
 SN0520
 SN0520.The horizontal coordinates were scaled from a topographic map and have
 SN0520.an estimated accuracy of +/- 6 seconds.
 SN0520
 SN0520.The orthometric height was determined by differential leveling
 SN0520.and adjusted by the National Geodetic Survey in June 1991..
 SN0520
 SN0520.The geoid height was determined by GEOID03.
 SN0520
 SN0520.The dynamic height is computed by dividing the NAVD 88
 SN0520.geopotential number by the normal gravity value computed on the
 SN0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0520.degrees latitude (g = 980.6199 gals.).
 SN0520
 SN0520.The modeled gravity was interpolated from observed gravity values.
 SN0520
 SN0520;                    North         East    Units  Estimated Accuracy
 SN0520;SPC ND N     -    68,110.      542,420.      MT  (+/- 180 meters Scaled)
 SN0520
 SN0520                          SUPERSEDED SURVEY CONTROL
 SN0520
 SN0520  NGVD 29 (??/??/92)  568.626  (m)         1865.57   (f) ADJ UNCH    1 2
 SN0520
 SN0520.Superseded values are not recommended for survey control.
 SN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0520.See file dsdata.txt to determine how the superseded data were derived.
 SN0520
 SN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT297754(NAD 83)
 SN0520_MARKER: DB = BENCH MARK DISK
 SN0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0520_SP_SET: CONCRETE PILLAR
 SN0520_STAMPING: A 214 1962
 SN0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0520
 SN0520  HISTORY     - Date     Condition        Report By
 SN0520  HISTORY     - 1962     MONUMENTED       CGS
 SN0520  HISTORY     - 1972     MARK NOT FOUND   USGS
 SN0520
 SN0520                          STATION DESCRIPTION
 SN0520
 SN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0520'5.5 MI NW FROM COLEHARBOR.
 SN0520'ABOUT 5.5 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0520'AT COLEHARBOR, AT MILEPOLE 490, SET VERTICALLY IN THE WEST FACE OF THE
 SN0520'NORTH CONCRETE PILLAR OF A FLOOD CONTROL GATE AT THE NORTH END OF THE
 SN0520'SNAKE CREEK EMBANKMENT OF THE GARRISON RESERVOIR, 110 FEET EAST AND
 SN0520'ACROSS THE TRACK FROM THE MILEPOLE, 74 FEET EAST AND ACROSS THE
 SN0520'HIGHWAY FROM THE EAST RAIL, 39 FEET EAST OF THE CENTERLINE OF THE
 SN0520'HIGHWAY, 1.5 FEET NORTH OF THE NORTH END OF A WIRE GATE, 1.2 FEET
 SN0520'ABOVE THE GROUND, ABOUT LEVEL WITH THE TRACK, A DISK DRILLED IN
 SN0520'VERTICALLY.  NOTE-- TO BE DESTROYED.  USE WITH CAUTION.
 SN0520
 SN0520                          STATION RECOVERY (1972)
 SN0520
 SN0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SN0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0521 ***********************************************************************
 SN0521  DESIGNATION -  A 214 RESET
 SN0521  PID         -  SN0521
 SN0521  STATE/COUNTY-  ND/MCLEAN
 SN0521  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0521
 SN0521                         *CURRENT SURVEY CONTROL
 SN0521  ___________________________________________________________________
 SN0521* NAD 83(1986)-  47 36 28.     (N)    101 15 55.     (W)     SCALED    
 SN0521* NAVD 88     -       569.495  (meters)    1868.42   (feet)  ADJUSTED  
 SN0521  ___________________________________________________________________
 SN0521  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SN0521  DYNAMIC HT  -         569.544 (meters)    1868.58  (feet)  COMP
 SN0521  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 SN0521
 SN0521  VERT ORDER  -  FIRST     CLASS II
 SN0521
 SN0521.The horizontal coordinates were scaled from a topographic map and have
 SN0521.an estimated accuracy of +/- 6 seconds.
 SN0521
 SN0521.The orthometric height was determined by differential leveling
 SN0521.and adjusted by the National Geodetic Survey in June 1991..
 SN0521
 SN0521.The geoid height was determined by GEOID03.
 SN0521
 SN0521.The dynamic height is computed by dividing the NAVD 88
 SN0521.geopotential number by the normal gravity value computed on the
 SN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0521.degrees latitude (g = 980.6199 gals.).
 SN0521
 SN0521.The modeled gravity was interpolated from observed gravity values.
 SN0521
 SN0521;                    North         East    Units  Estimated Accuracy
 SN0521;SPC ND N     -    67,860.      542,460.      MT  (+/- 180 meters Scaled)
 SN0521
 SN0521                          SUPERSEDED SURVEY CONTROL
 SN0521
 SN0521.No superseded survey control is available for this station.
 SN0521
 SN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT297751(NAD 83)
 SN0521_MARKER: DB = BENCH MARK DISK
 SN0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0521_SP_SET: CONCRETE BASE
 SN0521_STAMPING: A 214 RESET 1971
 SN0521_MARK LOGO: NGS   
 SN0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0521
 SN0521  HISTORY     - Date     Condition        Report By
 SN0521  HISTORY     - 1971     MONUMENTED       NGS
 SN0521  HISTORY     - 1982     GOOD             NGS
 SN0521
 SN0521                          STATION DESCRIPTION
 SN0521
 SN0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 SN0521'5.5 MI NW FROM COLEHARBOR.
 SN0521'ABOUT 5.5 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0521'AT COLEHARBOR, NEAR THE NORTH END AND 57 FEET EAST OF THE CENTER OF
 SN0521'THE SNAKE CREEK CAUSEWAY, SET IN A DRILL HOLE IN THE TOP OF THE
 SN0521'CONCRETE BASE OF THE SOUTHWEST LEG OF POWER LINE TOWER NO. 14-3.
 SN0521'NOTE-- MARK SHOULD BE USED WITH CAUTION.
 SN0521
 SN0521                          STATION RECOVERY (1982)
 SN0521
 SN0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0521'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0521'20.6 KM (12.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0521'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, IN TOP OF THE SOUTHWEST
 SN0521'CORNER OF THE SOUTHWEST CONCRETE BASE OF A UTILITY LINE TOWER AND 17.4
 SN0521'METERS (57.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 SN0521'THE HIGHWAY.
 SN0521'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0462 ***********************************************************************
 SN0462  DESIGNATION -  A 215
 SN0462  PID         -  SN0462
 SN0462  STATE/COUNTY-  ND/MCLEAN
 SN0462  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0462
 SN0462                         *CURRENT SURVEY CONTROL
 SN0462  ___________________________________________________________________
 SN0462* NAD 83(1986)-  47 49 48.     (N)    101 27 37.     (W)     SCALED    
 SN0462* NAVD 88     -       627.756  (meters)    2059.56   (feet)  ADJUSTED  
 SN0462  ___________________________________________________________________
 SN0462  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SN0462  DYNAMIC HT  -         627.826 (meters)    2059.79  (feet)  COMP
 SN0462  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 SN0462
 SN0462  VERT ORDER  -  SECOND    CLASS 0
 SN0462
 SN0462.The horizontal coordinates were scaled from a topographic map and have
 SN0462.an estimated accuracy of +/- 6 seconds.
 SN0462
 SN0462.The orthometric height was determined by differential leveling
 SN0462.and adjusted by the National Geodetic Survey in June 1991..
 SN0462
 SN0462.The geoid height was determined by GEOID03.
 SN0462
 SN0462.The dynamic height is computed by dividing the NAVD 88
 SN0462.geopotential number by the normal gravity value computed on the
 SN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0462.degrees latitude (g = 980.6199 gals.).
 SN0462
 SN0462.The modeled gravity was interpolated from observed gravity values.
 SN0462
 SN0462;                    North         East    Units  Estimated Accuracy
 SN0462;SPC ND N     -    92,730.      528,110.      MT  (+/- 180 meters Scaled)
 SN0462
 SN0462                          SUPERSEDED SURVEY CONTROL
 SN0462
 SN0462  NGVD 29 (??/??/92)  627.348  (m)         2058.22   (f) ADJ UNCH    2 0
 SN0462
 SN0462.Superseded values are not recommended for survey control.
 SN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0462.See file dsdata.txt to determine how the superseded data were derived.
 SN0462
 SN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU158003(NAD 83)
 SN0462_MARKER: DB = BENCH MARK DISK
 SN0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0462_STAMPING: A 215 1962
 SN0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0462+STABILITY: SURFACE MOTION
 SN0462
 SN0462  HISTORY     - Date     Condition        Report By
 SN0462  HISTORY     - 1962     MONUMENTED       CGS
 SN0462
 SN0462                          STATION DESCRIPTION
 SN0462
 SN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0462'3.05 MI SE FROM DOUGLAS.
 SN0462'ABOUT 3.05 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0462'AT DOUGLAS, 3 POLES SOUTHEAST OF MILEPOLE 475, 3.9 FEET NORTHEAST OF
 SN0462'THE NORTHEAST RAIL, 1.5 FEET WEST OF A WITNESS POST, 4 FEET SOUTHEAST
 SN0462'OF A TELEGRAPH POLE, ABOUT 4 FEET LOWER THAN THE TRACK, A DISK IN THE
 SN0462'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1042 ***********************************************************************
 SN1042  DESIGNATION -  A 216
 SN1042  PID         -  SN1042
 SN1042  STATE/COUNTY-  ND/MOUNTRAIL
 SN1042  USGS QUAD   -  WABEK (1980)
 SN1042
 SN1042                         *CURRENT SURVEY CONTROL
 SN1042  ___________________________________________________________________
 SN1042* NAD 83(1986)-  47 59 26.     (N)    101 54 51.     (W)     SCALED    
 SN1042* NAVD 88     -       628.562  (meters)    2062.21   (feet)  ADJUSTED  
 SN1042  ___________________________________________________________________
 SN1042  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 SN1042  DYNAMIC HT  -         628.650 (meters)    2062.50  (feet)  COMP
 SN1042  MODELED GRAV-     980,730.3   (mgal)                       NAVD 88
 SN1042
 SN1042  VERT ORDER  -  SECOND    CLASS 0
 SN1042
 SN1042.The horizontal coordinates were scaled from a topographic map and have
 SN1042.an estimated accuracy of +/- 6 seconds.
 SN1042
 SN1042.The orthometric height was determined by differential leveling
 SN1042.and adjusted by the National Geodetic Survey in June 1991..
 SN1042
 SN1042.The geoid height was determined by GEOID03.
 SN1042
 SN1042.The dynamic height is computed by dividing the NAVD 88
 SN1042.geopotential number by the normal gravity value computed on the
 SN1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1042.degrees latitude (g = 980.6199 gals.).
 SN1042
 SN1042.The modeled gravity was interpolated from observed gravity values.
 SN1042
 SN1042;                    North         East    Units  Estimated Accuracy
 SN1042;SPC ND N     -   111,100.      494,460.      MT  (+/- 180 meters Scaled)
 SN1042
 SN1042                          SUPERSEDED SURVEY CONTROL
 SN1042
 SN1042  NGVD 29 (??/??/92)  628.138  (m)         2060.82   (f) ADJ UNCH    2 0
 SN1042
 SN1042.Superseded values are not recommended for survey control.
 SN1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1042.See file dsdata.txt to determine how the superseded data were derived.
 SN1042
 SN1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU825193(NAD 83)
 SN1042_MARKER: DB = BENCH MARK DISK
 SN1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1042_STAMPING: A 216 1962
 SN1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1042+STABILITY: SURFACE MOTION
 SN1042
 SN1042  HISTORY     - Date     Condition        Report By
 SN1042  HISTORY     - 1962     MONUMENTED       CGS
 SN1042
 SN1042                          STATION DESCRIPTION
 SN1042
 SN1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1042'5.65 MI NW FROM MAKOTI.
 SN1042'5.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1042'MAKOTI, 4 POLES WEST OF MILEPOLE 499, AT A ROAD CROSSING, 189 FEET
 SN1042'NORTHEAST OF THE CENTERLINE OF THE CROSSING, 36 FEET NORTH OF THE
 SN1042'NORTH RAIL, 172 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTH
 SN1042'OF A FENCE, 2 FEET WEST OF A TELEGRAPH POLE, 1.6 FEET EAST OF A
 SN1042'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF
 SN1042'A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0941 ***********************************************************************
 TF0941  DESIGNATION -  A 217 RESET
 TF0941  PID         -  TF0941
 TF0941  STATE/COUNTY-  ND/WARD
 TF0941  USGS QUAD   -  MINOT (1979)
 TF0941
 TF0941                         *CURRENT SURVEY CONTROL
 TF0941  ___________________________________________________________________
 TF0941* NAD 83(1986)-  48 14 11.     (N)    101 17 55.     (W)     SCALED    
 TF0941* NAVD 88     -       475.42   (+/-2cm)    1559.8    (feet)  VERTCON   
 TF0941  ___________________________________________________________________
 TF0941  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 TF0941
 TF0941  VERT ORDER  -  THIRD (See Below)
 TF0941
 TF0941.The horizontal coordinates were scaled from a topographic map and have
 TF0941.an estimated accuracy of +/- 6 seconds.
 TF0941
 TF0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0941.The vertical order pertains to the NGVD 29 superseded value.
 TF0941
 TF0941.The geoid height was determined by GEOID03.
 TF0941
 TF0941;                    North         East    Units  Estimated Accuracy
 TF0941;SPC ND N     -   137,770.      540,680.      MT  (+/- 180 meters Scaled)
 TF0941
 TF0941                          SUPERSEDED SURVEY CONTROL
 TF0941
 TF0941  NGVD 29 (??/??/??)  475.05   (m)         1558.6    (f) RESET       3  
 TF0941
 TF0941.Superseded values are not recommended for survey control.
 TF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0941.See file dsdata.txt to determine how the superseded data were derived.
 TF0941
 TF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293451(NAD 83)
 TF0941_MARKER: DB = BENCH MARK DISK
 TF0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0941_SP_SET: CONCRETE BASE
 TF0941_STAMPING: A217 1962 RESET 1963
 TF0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0941
 TF0941  HISTORY     - Date     Condition        Report By
 TF0941  HISTORY     - 1963     MONUMENTED       CGS
 TF0941  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF0941
 TF0941                          STATION DESCRIPTION
 TF0941
 TF0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0941'IN MINOT.
 TF0941'AT THE GREAT NORTHERN RAILROAD DEPOT IN MINOT, SET IN A DRILL HOLE IN
 TF0941'A 3 X 3 FOOT CONCRETE BASE OF A BIRD HOUSE, 157.5 FEET EAST-SOUTHEAST
 TF0941'OF THE SOUTHEAST CORNER OF THE DEPOT, 40 FEET EAST-NORTHEAST OF THE
 TF0941'STATUE OF A MOUNTAIN GOAT AND 14.5 FEET SOUTH OF THE SOUTH EDGE OF A
 TF0941'CURB.
 TF0941
 TF0941                          STATION RECOVERY (1981)
 TF0941
 TF0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0573 ***********************************************************************
 SN0573  DESIGNATION -  A 218
 SN0573  PID         -  SN0573
 SN0573  STATE/COUNTY-  ND/MCLEAN
 SN0573  USGS QUAD   -  MAX (1980)
 SN0573
 SN0573                         *CURRENT SURVEY CONTROL
 SN0573  ___________________________________________________________________
 SN0573* NAD 83(1986)-  47 50 48.     (N)    101 17 37.     (W)     SCALED    
 SN0573* NAVD 88     -       667.019  (meters)    2188.38   (feet)  ADJUSTED  
 SN0573  ___________________________________________________________________
 SN0573  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SN0573  DYNAMIC HT  -         667.090 (meters)    2188.61  (feet)  COMP
 SN0573  MODELED GRAV-     980,695.8   (mgal)                       NAVD 88
 SN0573
 SN0573  VERT ORDER  -  FIRST     CLASS II
 SN0573
 SN0573.The horizontal coordinates were scaled from a topographic map and have
 SN0573.an estimated accuracy of +/- 6 seconds.
 SN0573
 SN0573.The orthometric height was determined by differential leveling
 SN0573.and adjusted by the National Geodetic Survey in June 1991..
 SN0573.WARNING-Repeat measurements at this control monument indicate possible
 SN0573.vertical movement.
 SN0573
 SN0573.The geoid height was determined by GEOID03.
 SN0573
 SN0573.The dynamic height is computed by dividing the NAVD 88
 SN0573.geopotential number by the normal gravity value computed on the
 SN0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0573.degrees latitude (g = 980.6199 gals.).
 SN0573
 SN0573.The modeled gravity was interpolated from observed gravity values.
 SN0573
 SN0573;                    North         East    Units  Estimated Accuracy
 SN0573;SPC ND N     -    94,440.      540,610.      MT  (+/- 180 meters Scaled)
 SN0573
 SN0573                          SUPERSEDED SURVEY CONTROL
 SN0573
 SN0573.No superseded survey control is available for this station.
 SN0573
 SN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284018(NAD 83)
 SN0573_MARKER: DB = BENCH MARK DISK
 SN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0573_STAMPING: A 218 1962
 SN0573_MARK LOGO: CGS   
 SN0573_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0573+STABILITY: SURFACE MOTION
 SN0573
 SN0573  HISTORY     - Date     Condition        Report By
 SN0573  HISTORY     - 1962     MONUMENTED       CGS
 SN0573  HISTORY     - 1981     GOOD             NGS
 SN0573  HISTORY     - 1982     GOOD             NGS
 SN0573
 SN0573                          STATION DESCRIPTION
 SN0573
 SN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0573'1.3 MI N FROM MAX.
 SN0573'ABOUT 1.3 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0573'ABOUT 138 YARDS SOUTH OF THE INTERSECTION OF A DIRT ROAD WEST TO MAX
 SN0573'CEMETERY, 93 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH
 SN0573'OF A POWER POLE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 SN0573'THE HIGHWAY, A CONCRETE POST PROJECTING 0.6 FOOT.
 SN0573
 SN0573                          STATION RECOVERY (1981)
 SN0573
 SN0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0573'RECOVERED IN GOOD CONDITION.
 SN0573
 SN0573                          STATION RECOVERY (1982)
 SN0573
 SN0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0573'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0573'42.8 KM (26.6 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 SN0573'OFFICE IN MINOT, 0.2 KM (0.1 MI) SOUTH OF A GRAVELED ROAD CROSSING AND
 SN0573'28.4 METERS (93.2 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 SN0573'OF THE HIGHWAY.
 SN0573'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SN0573'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0208 ***********************************************************************
 SN0208  DESIGNATION -  A 219
 SN0208  PID         -  SN0208
 SN0208  STATE/COUNTY-  ND/MCLEAN
 SN0208  USGS QUAD   -  BUTTE (1958)
 SN0208
 SN0208                         *CURRENT SURVEY CONTROL
 SN0208  ___________________________________________________________________
 SN0208* NAD 83(1986)-  47 50 17.     (N)    100 38 34.     (W)     SCALED    
 SN0208* NAVD 88     -       525.359  (meters)    1723.62   (feet)  ADJUSTED  
 SN0208  ___________________________________________________________________
 SN0208  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SN0208  DYNAMIC HT  -         525.417 (meters)    1723.81  (feet)  COMP
 SN0208  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 SN0208
 SN0208  VERT ORDER  -  SECOND    CLASS 0
 SN0208
 SN0208.The horizontal coordinates were scaled from a topographic map and have
 SN0208.an estimated accuracy of +/- 6 seconds.
 SN0208
 SN0208.The orthometric height was determined by differential leveling
 SN0208.and adjusted by the National Geodetic Survey in June 1991..
 SN0208
 SN0208.The geoid height was determined by GEOID03.
 SN0208
 SN0208.The dynamic height is computed by dividing the NAVD 88
 SN0208.geopotential number by the normal gravity value computed on the
 SN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0208.degrees latitude (g = 980.6199 gals.).
 SN0208
 SN0208.The modeled gravity was interpolated from observed gravity values.
 SN0208
 SN0208;                    North         East    Units  Estimated Accuracy
 SN0208;SPC ND N     -    93,190.      589,310.      MT  (+/- 180 meters Scaled)
 SN0208
 SN0208                          SUPERSEDED SURVEY CONTROL
 SN0208
 SN0208  NGVD 29 (??/??/92)  524.965  (m)         1722.32   (f) ADJ UNCH    2 0
 SN0208
 SN0208.Superseded values are not recommended for survey control.
 SN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0208.See file dsdata.txt to determine how the superseded data were derived.
 SN0208
 SN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT770996(NAD 83)
 SN0208_MARKER: DB = BENCH MARK DISK
 SN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0208_STAMPING: A 219 1962
 SN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0208+STABILITY: SURFACE MOTION
 SN0208
 SN0208  HISTORY     - Date     Condition        Report By
 SN0208  HISTORY     - 1962     MONUMENTED       CGS
 SN0208
 SN0208                          STATION DESCRIPTION
 SN0208
 SN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0208'1.1 MI E FROM BUTTE.
 SN0208'ABOUT 1.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0208'RAILROAD FROM THE STATION AT BUTTE, ABOUT 0.2 MILE WEST OF MILE POLE
 SN0208'434, 98 FEET WEST OF THE NORTH END OF AN 18 INCH PIPE CULVERT, 40 FEET
 SN0208'NORTH OF THE NORTH RAIL, 4.5 FEET EAST OF THE TELEGRAPH POLE, 1.3 FEET
 SN0208'WEST OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A
 SN0208'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. NOTE-- THE
 SN0208'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0208'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0350 ***********************************************************************
 RR0350  DESIGNATION -  A 22 RESET
 RR0350  PID         -  RR0350
 RR0350  STATE/COUNTY-  ND/GRANT
 RR0350  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0350
 RR0350                         *CURRENT SURVEY CONTROL
 RR0350  ___________________________________________________________________
 RR0350* NAD 83(1986)-  46 26 37.     (N)    101 18 10.     (W)     SCALED    
 RR0350* NAVD 88     -       609.244  (meters)    1998.83   (feet)  ADJUSTED  
 RR0350  ___________________________________________________________________
 RR0350  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 RR0350  DYNAMIC HT  -         609.228 (meters)    1998.78  (feet)  COMP
 RR0350  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 RR0350
 RR0350  VERT ORDER  -  FIRST     CLASS II
 RR0350
 RR0350.The horizontal coordinates were scaled from a topographic map and have
 RR0350.an estimated accuracy of +/- 6 seconds.
 RR0350
 RR0350.The orthometric height was determined by differential leveling
 RR0350.and adjusted by the National Geodetic Survey in June 1991..
 RR0350
 RR0350.The geoid height was determined by GEOID03.
 RR0350
 RR0350.The dynamic height is computed by dividing the NAVD 88
 RR0350.geopotential number by the normal gravity value computed on the
 RR0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0350.degrees latitude (g = 980.6199 gals.).
 RR0350
 RR0350.The modeled gravity was interpolated from observed gravity values.
 RR0350
 RR0350;                    North         East    Units  Estimated Accuracy
 RR0350;SPC ND S     -    86,680.      538,320.      MT  (+/- 180 meters Scaled)
 RR0350
 RR0350                          SUPERSEDED SURVEY CONTROL
 RR0350
 RR0350.No superseded survey control is available for this station.
 RR0350
 RR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS231459(NAD 83)
 RR0350_MARKER: DB = BENCH MARK DISK
 RR0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0350_SP_SET: CONCRETE POST
 RR0350_STAMPING: A 22 RESET 1954
 RR0350_MARK LOGO: CGS   
 RR0350_PROJECTION: RECESSED 5 CENTIMETERS
 RR0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0350+STABILITY: SURFACE MOTION
 RR0350
 RR0350  HISTORY     - Date     Condition        Report By
 RR0350  HISTORY     - 1954     MONUMENTED       NDHD
 RR0350  HISTORY     - 1985     GOOD             NGS
 RR0350
 RR0350                          STATION DESCRIPTION
 RR0350
 RR0350'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1954
 RR0350'5.1 MI SE FROM LARK.
 RR0350'5.1 MILES SOUTHEAST ALONG STATE HIGHWAYS 31 AND 21 FROM LARK, GRANT
 RR0350'COUNTY, 6.6 MILES NORTH OF RALEIGH, 3.2 MILES WEST OF FLASHER, 0.2
 RR0350'MILE WEST ALONG STATE HIGHWAY 21 FROM THE JUNCTION OF STATE HIGHWAY 31
 RR0350'LEADING SOUTH, 100 FEET SOUTH OF THE HIGHWAY, 77.8 FEET SOUTHWEST OF
 RR0350'THE FLARED END SECTION OF A 72-INCH CONCRETE CULVERT, 207.2 FEET WEST
 RR0350'OF A FENCE CORNER, AND 1.0 FOOT NORTH OF A FENCE.  A STANDARD DISK,
 RR0350'STAMPED A 22 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST
 RR0350'PROJECTING 4 INCHES ABOVE GROUND.
 RR0350
 RR0350                          STATION RECOVERY (1985)
 RR0350
 RR0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0350'RECOVERED IN GOOD CONDITION.  NEW TO REACH FOLLOWS.  1.1 KM (0.7 MI)
 RR0350'SOUTH ALONG COUNTY ROAD 85 FROM THE CROSSING OF THE BURLINGTON
 RR0350'NORTHERN RAILROAD AT LARK, THENCE 7.9 KM (4.9 MI) EAST ALONG STATE
 RR0350'ROUTE 21.
 RR0350'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RR0350'THE MARK IS 6.1 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0334 ***********************************************************************
 SN0334  DESIGNATION -  A 220
 SN0334  PID         -  SN0334
 SN0334  STATE/COUNTY-  ND/MCHENRY
 SN0334  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0334
 SN0334                         *CURRENT SURVEY CONTROL
 SN0334  ___________________________________________________________________
 SN0334* NAD 83(1986)-  47 59 35.     (N)    100 57 05.     (W)     SCALED    
 SN0334* NAVD 88     -       519.933  (meters)    1705.81   (feet)  ADJUSTED  
 SN0334  ___________________________________________________________________
 SN0334  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SN0334  DYNAMIC HT  -         520.003 (meters)    1706.04  (feet)  COMP
 SN0334  MODELED GRAV-     980,730.0   (mgal)                       NAVD 88
 SN0334
 SN0334  VERT ORDER  -  SECOND    CLASS 0
 SN0334
 SN0334.The horizontal coordinates were scaled from a topographic map and have
 SN0334.an estimated accuracy of +/- 6 seconds.
 SN0334
 SN0334.The orthometric height was determined by differential leveling
 SN0334.and adjusted by the National Geodetic Survey in June 1991..
 SN0334
 SN0334.The geoid height was determined by GEOID03.
 SN0334
 SN0334.The dynamic height is computed by dividing the NAVD 88
 SN0334.geopotential number by the normal gravity value computed on the
 SN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0334.degrees latitude (g = 980.6199 gals.).
 SN0334
 SN0334.The modeled gravity was interpolated from observed gravity values.
 SN0334
 SN0334;                    North         East    Units  Estimated Accuracy
 SN0334;SPC ND N     -   110,510.      566,310.      MT  (+/- 180 meters Scaled)
 SN0334
 SN0334                          SUPERSEDED SURVEY CONTROL
 SN0334
 SN0334  NGVD 29 (??/??/92)  519.553  (m)         1704.57   (f) ADJ UNCH    2 0
 SN0334
 SN0334.Superseded values are not recommended for survey control.
 SN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0334.See file dsdata.txt to determine how the superseded data were derived.
 SN0334
 SN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU544173(NAD 83)
 SN0334_MARKER: DB = BENCH MARK DISK
 SN0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0334_STAMPING: A 220 1962
 SN0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0334+STABILITY: SURFACE MOTION
 SN0334
 SN0334  HISTORY     - Date     Condition        Report By
 SN0334  HISTORY     - 1962     MONUMENTED       CGS
 SN0334
 SN0334                          STATION DESCRIPTION
 SN0334
 SN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0334'5.4 MI SW FROM VELVA.
 SN0334'4.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF US HIGHWAY
 SN0334'52 AT VELVA, THENCE 1.0 MILE WEST ALONG A GRADED ROAD, AT A GRADED
 SN0334'ROAD INTERSECTION, 66 FEET SOUTHEAST OF THE CENTER OF THE
 SN0334'INTERSECTION, 35 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 58
 SN0334'FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 6 FEET SOUTH OF A
 SN0334'POWER POLE AND IN LINE WITH THE POLES, 1.4 FEET NORTH OF A WITNESS
 SN0334'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SN0334'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0026 ***********************************************************************
 SN0026  DESIGNATION -  A 221
 SN0026  PID         -  SN0026
 SN0026  STATE/COUNTY-  ND/MCHENRY
 SN0026  USGS QUAD   -  DRAKE (1958)
 SN0026
 SN0026                         *CURRENT SURVEY CONTROL
 SN0026  ___________________________________________________________________
 SN0026* NAD 83(1986)-  47 55 14.     (N)    100 22 16.     (W)     SCALED    
 SN0026* NAVD 88     -       500.044  (meters)    1640.56   (feet)  ADJUSTED  
 SN0026  ___________________________________________________________________
 SN0026  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SN0026  DYNAMIC HT  -         500.116 (meters)    1640.80  (feet)  COMP
 SN0026  MODELED GRAV-     980,738.6   (mgal)                       NAVD 88
 SN0026
 SN0026  VERT ORDER  -  SECOND    CLASS 0
 SN0026
 SN0026.The horizontal coordinates were scaled from a topographic map and have
 SN0026.an estimated accuracy of +/- 6 seconds.
 SN0026
 SN0026.The orthometric height was determined by differential leveling
 SN0026.and adjusted by the National Geodetic Survey in June 1991..
 SN0026
 SN0026.The geoid height was determined by GEOID03.
 SN0026
 SN0026.The dynamic height is computed by dividing the NAVD 88
 SN0026.geopotential number by the normal gravity value computed on the
 SN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0026.degrees latitude (g = 980.6199 gals.).
 SN0026
 SN0026.The modeled gravity was interpolated from observed gravity values.
 SN0026
 SN0026;                    North         East    Units  Estimated Accuracy
 SN0026;SPC ND N     -   102,360.      609,630.      MT  (+/- 180 meters Scaled)
 SN0026
 SN0026                          SUPERSEDED SURVEY CONTROL
 SN0026
 SN0026  NGVD 29 (??/??/92)  499.655  (m)         1639.28   (f) ADJ UNCH    2 0
 SN0026
 SN0026.Superseded values are not recommended for survey control.
 SN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0026.See file dsdata.txt to determine how the superseded data were derived.
 SN0026
 SN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU975083(NAD 83)
 SN0026_MARKER: DB = BENCH MARK DISK
 SN0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0026_SP_SET: FOUNDATION
 SN0026_STAMPING: A 221 1962
 SN0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0026
 SN0026  HISTORY     - Date     Condition        Report By
 SN0026  HISTORY     - 1962     MONUMENTED       CGS
 SN0026
 SN0026                          STATION DESCRIPTION
 SN0026
 SN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0026'IN DRAKE.
 SN0026'AT DRAKE, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST CORNER OF
 SN0026'THE CONCRETE FOUNDATION OF A SMALL FRAME BUILDING AT THE EAST END OF
 SN0026'AN ELEVATOR, ABOUT 125 YARDS EAST OF THE EAST END OF THE MINNEAPOLIS.
 SN0026'ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, ABOUT 65 YARDS
 SN0026'NORTHWEST OF THE CENTERLINE OF A PAVED ROAD CROSSING THE MAIN TRACK,
 SN0026'0.7 FEET WEST OF THE SOUTHEAST CORNER OF THE FRAME BUILDING, 2 FEET
 SN0026'ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH THE MAIN TRACK.
 SN0026'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0026'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0954 ***********************************************************************
 TF0954  DESIGNATION -  A 222
 TF0954  PID         -  TF0954
 TF0954  STATE/COUNTY-  ND/WARD
 TF0954  USGS QUAD   -  MINOT NW (1979)
 TF0954
 TF0954                         *CURRENT SURVEY CONTROL
 TF0954  ___________________________________________________________________
 TF0954* NAD 83(1986)-  48 14 54.     (N)    101 29 37.     (W)     SCALED    
 TF0954* NAVD 88     -       569.273  (meters)    1867.69   (feet)  ADJUSTED  
 TF0954  ___________________________________________________________________
 TF0954  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 TF0954  DYNAMIC HT  -         569.369 (meters)    1868.00  (feet)  COMP
 TF0954  MODELED GRAV-     980,760.9   (mgal)                       NAVD 88
 TF0954
 TF0954  VERT ORDER  -  FIRST     CLASS II
 TF0954
 TF0954.The horizontal coordinates were scaled from a topographic map and have
 TF0954.an estimated accuracy of +/- 6 seconds.
 TF0954
 TF0954.The orthometric height was determined by differential leveling
 TF0954.and adjusted by the National Geodetic Survey in June 1991..
 TF0954
 TF0954.The geoid height was determined by GEOID03.
 TF0954
 TF0954.The dynamic height is computed by dividing the NAVD 88
 TF0954.geopotential number by the normal gravity value computed on the
 TF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0954.degrees latitude (g = 980.6199 gals.).
 TF0954
 TF0954.The modeled gravity was interpolated from observed gravity values.
 TF0954
 TF0954;                    North         East    Units  Estimated Accuracy
 TF0954;SPC ND N     -   139,270.      526,210.      MT  (+/- 180 meters Scaled)
 TF0954
 TF0954                          SUPERSEDED SURVEY CONTROL
 TF0954
 TF0954  NGVD 29 (??/??/92)  568.886  (m)         1866.42   (f) ADJ UNCH    1 2
 TF0954
 TF0954.Superseded values are not recommended for survey control.
 TF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0954.See file dsdata.txt to determine how the superseded data were derived.
 TF0954
 TF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU148469(NAD 83)
 TF0954_MARKER: DB = BENCH MARK DISK
 TF0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0954_STAMPING: A 222 1962
 TF0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0954+STABILITY: SURFACE MOTION
 TF0954
 TF0954  HISTORY     - Date     Condition        Report By
 TF0954  HISTORY     - 1962     MONUMENTED       CGS
 TF0954  HISTORY     - 1981     GOOD             NGS
 TF0954
 TF0954                          STATION DESCRIPTION
 TF0954
 TF0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0954'3.3 MI E FROM DES LACS.
 TF0954'3.3 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0954'DES LACS, ABOUT 0.4 MILE OR 15 POLES SOUTHEAST OF MILEPOST 11, 163
 TF0954'FEET SOUTHEAST AND ACROSS THE TRACK FROM THE SEVENTH TELEGRAPH POLE
 TF0954'NORTHWEST OF A GRADED ROAD CROSSING, 82.2 FEET SOUTHEAST OF THE
 TF0954'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 1.3 FEET SOUTHWEST OF A METAL
 TF0954'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 TF0954'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TF0954
 TF0954                          STATION RECOVERY (1981)
 TF0954
 TF0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1077 ***********************************************************************
 TF1077  DESIGNATION -  A 223
 TF1077  PID         -  TF1077
 TF1077  STATE/COUNTY-  ND/MCHENRY
 TF1077  USGS QUAD   -  SAWYER NE (1979)
 TF1077
 TF1077                         *CURRENT SURVEY CONTROL
 TF1077  ___________________________________________________________________
 TF1077* NAD 83(1986)-  48 11 48.     (N)    101 00 13.     (W)     SCALED    
 TF1077* NAVD 88     -       480.717  (meters)    1577.15   (feet)  ADJUSTED  
 TF1077  ___________________________________________________________________
 TF1077  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TF1077  DYNAMIC HT  -         480.804 (meters)    1577.44  (feet)  COMP
 TF1077  MODELED GRAV-     980,776.1   (mgal)                       NAVD 88
 TF1077
 TF1077  VERT ORDER  -  SECOND    CLASS 0
 TF1077
 TF1077.The horizontal coordinates were scaled from a topographic map and have
 TF1077.an estimated accuracy of +/- 6 seconds.
 TF1077
 TF1077.The orthometric height was determined by differential leveling
 TF1077.and adjusted by the National Geodetic Survey in June 1991..
 TF1077
 TF1077.The geoid height was determined by GEOID03.
 TF1077
 TF1077.The dynamic height is computed by dividing the NAVD 88
 TF1077.geopotential number by the normal gravity value computed on the
 TF1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1077.degrees latitude (g = 980.6199 gals.).
 TF1077
 TF1077.The modeled gravity was interpolated from observed gravity values.
 TF1077
 TF1077;                    North         East    Units  Estimated Accuracy
 TF1077;SPC ND N     -   133,170.      562,560.      MT  (+/- 180 meters Scaled)
 TF1077
 TF1077                          SUPERSEDED SURVEY CONTROL
 TF1077
 TF1077  NGVD 29 (??/??/92)  480.345  (m)         1575.93   (f) ADJ UNCH    2 0
 TF1077
 TF1077.Superseded values are not recommended for survey control.
 TF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1077.See file dsdata.txt to determine how the superseded data were derived.
 TF1077
 TF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU511401(NAD 83)
 TF1077_MARKER: DB = BENCH MARK DISK
 TF1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1077_STAMPING: A 223 1962
 TF1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1077+STABILITY: SURFACE MOTION
 TF1077
 TF1077  HISTORY     - Date     Condition        Report By
 TF1077  HISTORY     - 1962     MONUMENTED       CGS
 TF1077
 TF1077                          STATION DESCRIPTION
 TF1077
 TF1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1077'7.2 MI SE FROM SURREY.
 TF1077'7.2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TF1077'AT SURREY, ABOUT 0.5 MILE NORTHWEST OF A GRAVELED ROAD CROSSING THAT
 TF1077'IS IN THE TOWN OF GENOA, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 219, AT
 TF1077'A GRADED ROAD CROSSING, 262 FEET WEST OF THE CENTERLINE OF THE
 TF1077'CROSSING, 70.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET NORTH OF
 TF1077'THE CENTERLINE OF THE ROAD, 2.3 FEET NORTHWEST OF A STEEL FENCE POST,
 TF1077'1.1 FEET SOUTHEAST OF A WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF
 TF1077'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0443 ***********************************************************************
 TF0443  DESIGNATION -  A 224 RESET
 TF0443  PID         -  TF0443
 TF0443  STATE/COUNTY-  ND/MCHENRY
 TF0443  USGS QUAD   -  VELVA (1949)
 TF0443
 TF0443                         *CURRENT SURVEY CONTROL
 TF0443  ___________________________________________________________________
 TF0443* NAD 83(1986)-  48 02 46.     (N)    100 54 48.     (W)     SCALED    
 TF0443* NAVD 88     -       481.21   (+/-2cm)    1578.8    (feet)  VERTCON   
 TF0443  ___________________________________________________________________
 TF0443  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 TF0443
 TF0443  VERT ORDER  -  THIRD (See Below)
 TF0443
 TF0443.The horizontal coordinates were scaled from a topographic map and have
 TF0443.an estimated accuracy of +/- 6 seconds.
 TF0443
 TF0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0443.The vertical order pertains to the NGVD 29 superseded value.
 TF0443
 TF0443.The geoid height was determined by GEOID03.
 TF0443
 TF0443;                    North         East    Units  Estimated Accuracy
 TF0443;SPC ND N     -   116,390.      569,180.      MT  (+/- 180 meters Scaled)
 TF0443
 TF0443                          SUPERSEDED SURVEY CONTROL
 TF0443
 TF0443  NGVD 29 (11/04/04)  480.83   (m)         1577.5    (f) RESET       3  
 TF0443
 TF0443.Superseded values are not recommended for survey control.
 TF0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0443.See file dsdata.txt to determine how the superseded data were derived.
 TF0443
 TF0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU574231(NAD 83)
 TF0443_MARKER: DB = BENCH MARK DISK
 TF0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0443_STAMPING: A 224 RESET 1967
 TF0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0443+STABILITY: SURFACE MOTION
 TF0443
 TF0443  HISTORY     - Date     Condition        Report By
 TF0443  HISTORY     - 1967     MONUMENTED       CGS
 TF0443
 TF0443                          STATION DESCRIPTION
 TF0443
 TF0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TF0443'1.1 MI SE FROM VELVA.
 TF0443'ABOUT 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 TF0443'U.S. 52 AND STATE HIGHWAY 41 AT VELVA, IN A SMALL SADDLE BETWEEN TWO
 TF0443'SMALL KNOLLS, ABOUT 156 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TF0443'HIGHWAY, 11 FEET SOUTH OF A LINE WITH POWERLINE POLES AND 2 FEET
 TF0443'NORTHWEST OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED A 224
 TF0443'RESET 1967 AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 TF0443'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0070 ***********************************************************************
 SN0070  DESIGNATION -  A 225
 SN0070  PID         -  SN0070
 SN0070  STATE/COUNTY-  ND/MCHENRY
 SN0070  USGS QUAD   -  DRAKE NW (1977)
 SN0070
 SN0070                         *CURRENT SURVEY CONTROL
 SN0070  ___________________________________________________________________
 SN0070* NAD 83(1986)-  47 56 19.     (N)    100 27 06.     (W)     SCALED    
 SN0070* NAVD 88     -       474.584  (meters)    1557.03   (feet)  ADJUSTED  
 SN0070  ___________________________________________________________________
 SN0070  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SN0070  DYNAMIC HT  -         474.651 (meters)    1557.25  (feet)  COMP
 SN0070  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 SN0070
 SN0070  VERT ORDER  -  SECOND    CLASS 0
 SN0070
 SN0070.The horizontal coordinates were scaled from a topographic map and have
 SN0070.an estimated accuracy of +/- 6 seconds.
 SN0070
 SN0070.The orthometric height was determined by differential leveling
 SN0070.and adjusted by the National Geodetic Survey in June 1991..
 SN0070
 SN0070.The geoid height was determined by GEOID03.
 SN0070
 SN0070.The dynamic height is computed by dividing the NAVD 88
 SN0070.geopotential number by the normal gravity value computed on the
 SN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0070.degrees latitude (g = 980.6199 gals.).
 SN0070
 SN0070.The modeled gravity was interpolated from observed gravity values.
 SN0070
 SN0070;                    North         East    Units  Estimated Accuracy
 SN0070;SPC ND N     -   104,360.      603,610.      MT  (+/- 180 meters Scaled)
 SN0070
 SN0070                          SUPERSEDED SURVEY CONTROL
 SN0070
 SN0070  NGVD 29 (??/??/92)  474.20   (m)         1555.8    (f) COMPUTED    2 0
 SN0070
 SN0070.Superseded values are not recommended for survey control.
 SN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0070.See file dsdata.txt to determine how the superseded data were derived.
 SN0070
 SN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU915104(NAD 83)
 SN0070_MARKER: DB = BENCH MARK DISK
 SN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0070_STAMPING: A 225 1962
 SN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0070+STABILITY: SURFACE MOTION
 SN0070
 SN0070  HISTORY     - Date     Condition        Report By
 SN0070  HISTORY     - 1962     MONUMENTED       CGS
 SN0070
 SN0070                          STATION DESCRIPTION
 SN0070
 SN0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0070'4.6 MI NW FROM DRAKE.
 SN0070'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0070'AT DRAKE, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 14, ABOUT 0.45
 SN0070'MILE NORTH OF THE CROSSING OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0070'MARIE RAILROAD, 103 FEET SOUTHWEST OF THE CENTER OF A JUNCTION WITH A
 SN0070'ROAD LEADING WEST, 98.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 29
 SN0070'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1.4
 SN0070'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SN0070'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SN0070'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0386 ***********************************************************************
 SN0386  DESIGNATION -  A 226
 SN0386  PID         -  SN0386
 SN0386  STATE/COUNTY-  ND/MCHENRY
 SN0386  USGS QUAD   -  KONGSBERG NE (1958)
 SN0386
 SN0386                         *CURRENT SURVEY CONTROL
 SN0386  ___________________________________________________________________
 SN0386* NAD 83(1986)-  47 57 49.     (N)    100 45 26.     (W)     SCALED    
 SN0386* NAVD 88     -       492.026  (meters)    1614.26   (feet)  ADJUSTED  
 SN0386  ___________________________________________________________________
 SN0386  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SN0386  DYNAMIC HT  -         492.092 (meters)    1614.47  (feet)  COMP
 SN0386  MODELED GRAV-     980,730.9   (mgal)                       NAVD 88
 SN0386
 SN0386  VERT ORDER  -  SECOND    CLASS 0
 SN0386
 SN0386.The horizontal coordinates were scaled from a topographic map and have
 SN0386.an estimated accuracy of +/- 6 seconds.
 SN0386
 SN0386.The orthometric height was determined by differential leveling
 SN0386.and adjusted by the National Geodetic Survey in June 1991..
 SN0386
 SN0386.The geoid height was determined by GEOID03.
 SN0386
 SN0386.The dynamic height is computed by dividing the NAVD 88
 SN0386.geopotential number by the normal gravity value computed on the
 SN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0386.degrees latitude (g = 980.6199 gals.).
 SN0386
 SN0386.The modeled gravity was interpolated from observed gravity values.
 SN0386
 SN0386;                    North         East    Units  Estimated Accuracy
 SN0386;SPC ND N     -   107,170.      580,790.      MT  (+/- 180 meters Scaled)
 SN0386
 SN0386                          SUPERSEDED SURVEY CONTROL
 SN0386
 SN0386  NGVD 29 (??/??/92)  491.643  (m)         1613.00   (f) ADJ UNCH    2 0
 SN0386
 SN0386.Superseded values are not recommended for survey control.
 SN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0386.See file dsdata.txt to determine how the superseded data were derived.
 SN0386
 SN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU688137(NAD 83)
 SN0386_MARKER: DB = BENCH MARK DISK
 SN0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0386_STAMPING: A 226 1962
 SN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0386+STABILITY: SURFACE MOTION
 SN0386
 SN0386  HISTORY     - Date     Condition        Report By
 SN0386  HISTORY     - 1962     MONUMENTED       CGS
 SN0386
 SN0386                          STATION DESCRIPTION
 SN0386
 SN0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0386'4.9 MI SW FROM BERGEN.
 SN0386'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0386'AT BERGEN, THENCE 3.1 MILES SOUTH ALONG A GRAVELED ROAD, 51.5 FEET
 SN0386'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 37.0 FEET
 SN0386'EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 36.0 FEET SOUTH OF
 SN0386'THE CENTERLINE OF THE ROAD LEADING EAST, 3.0 FEET SOUTHWEST OF A FENCE
 SN0386'CORNER, 2.0 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS
 SN0386'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN0386'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1070 ***********************************************************************
 SN1070  DESIGNATION -  A 227
 SN1070  PID         -  SN1070
 SN1070  STATE/COUNTY-  ND/MCLEAN
 SN1070  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN1070
 SN1070                         *CURRENT SURVEY CONTROL
 SN1070  ___________________________________________________________________
 SN1070* NAD 83(1986)-  47 36 09.     (N)    101 50 36.     (W)     SCALED    
 SN1070* NAVD 88     -       627.394  (meters)    2058.38   (feet)  ADJUSTED  
 SN1070  ___________________________________________________________________
 SN1070  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 SN1070  DYNAMIC HT  -         627.456 (meters)    2058.58  (feet)  COMP
 SN1070  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 SN1070
 SN1070  VERT ORDER  -  SECOND    CLASS 0
 SN1070
 SN1070.The horizontal coordinates were scaled from a topographic map and have
 SN1070.an estimated accuracy of +/- 6 seconds.
 SN1070
 SN1070.The orthometric height was determined by differential leveling
 SN1070.and adjusted by the National Geodetic Survey in June 1991..
 SN1070
 SN1070.The geoid height was determined by GEOID03.
 SN1070
 SN1070.The dynamic height is computed by dividing the NAVD 88
 SN1070.geopotential number by the normal gravity value computed on the
 SN1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1070.degrees latitude (g = 980.6199 gals.).
 SN1070
 SN1070.The modeled gravity was interpolated from observed gravity values.
 SN1070
 SN1070;                    North         East    Units  Estimated Accuracy
 SN1070;SPC ND N     -    67,870.      498,990.      MT  (+/- 180 meters Scaled)
 SN1070
 SN1070                          SUPERSEDED SURVEY CONTROL
 SN1070
 SN1070  NGVD 29 (??/??/92)  626.981  (m)         2057.02   (f) ADJ UNCH    2 0
 SN1070
 SN1070.Superseded values are not recommended for survey control.
 SN1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1070.See file dsdata.txt to determine how the superseded data were derived.
 SN1070
 SN1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT862760(NAD 83)
 SN1070_MARKER: DB = BENCH MARK DISK
 SN1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1070_STAMPING: A 227 1962
 SN1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1070+STABILITY: SURFACE MOTION
 SN1070
 SN1070  HISTORY     - Date     Condition        Report By
 SN1070  HISTORY     - 1962     MONUMENTED       CGS
 SN1070
 SN1070                          STATION DESCRIPTION
 SN1070
 SN1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1070'12.0 MI SW FROM EMMET.
 SN1070'1.0 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1070'THENCE 8.0 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES
 SN1070'SOUTH ALONG A GRAVELED ROAD, 75 FEET EAST OF THE CENTERLINE OF THE
 SN1070'GRAVELED ROAD, 52 FEET SOUTH OF THE CENTERLINE OF A ROAD, 91 FEET
 SN1070'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 9.0 FEET
 SN1070'NORTH OF A FENCE CORNER, 2.5 FEET WEST OF A POWER POLE, 1.5 FEET NORTH
 SN1070'OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD,
 SN1070'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0236 ***********************************************************************
 SO0236  DESIGNATION -  A 228
 SO0236  PID         -  SO0236
 SO0236  STATE/COUNTY-  ND/MOUNTRAIL
 SO0236  USGS QUAD   -  PARSHALL (1981)
 SO0236
 SO0236                         *CURRENT SURVEY CONTROL
 SO0236  ___________________________________________________________________
 SO0236* NAD 83(1986)-  47 53 28.     (N)    102 12 54.     (W)     SCALED    
 SO0236* NAVD 88     -       654.373  (meters)    2146.89   (feet)  ADJUSTED  
 SO0236  ___________________________________________________________________
 SO0236  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0236  DYNAMIC HT  -         654.460 (meters)    2147.17  (feet)  COMP
 SO0236  MODELED GRAV-     980,723.6   (mgal)                       NAVD 88
 SO0236
 SO0236  VERT ORDER  -  SECOND    CLASS 0
 SO0236
 SO0236.The horizontal coordinates were scaled from a topographic map and have
 SO0236.an estimated accuracy of +/- 6 seconds.
 SO0236
 SO0236.The orthometric height was determined by differential leveling
 SO0236.and adjusted by the National Geodetic Survey in June 1991..
 SO0236
 SO0236.The geoid height was determined by GEOID03.
 SO0236
 SO0236.The dynamic height is computed by dividing the NAVD 88
 SO0236.geopotential number by the normal gravity value computed on the
 SO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0236.degrees latitude (g = 980.6199 gals.).
 SO0236
 SO0236.The modeled gravity was interpolated from observed gravity values.
 SO0236
 SO0236;                    North         East    Units  Estimated Accuracy
 SO0236;SPC ND N     -   100,500.      471,770.      MT  (+/- 180 meters Scaled)
 SO0236
 SO0236                          SUPERSEDED SURVEY CONTROL
 SO0236
 SO0236  NGVD 29 (??/??/92)  653.942  (m)         2145.47   (f) ADJ UNCH    2 0
 SO0236
 SO0236.Superseded values are not recommended for survey control.
 SO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0236.See file dsdata.txt to determine how the superseded data were derived.
 SO0236
 SO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP081079(NAD 83)
 SO0236_MARKER: DB = BENCH MARK DISK
 SO0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0236_STAMPING: A 228 1962
 SO0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0236+STABILITY: SURFACE MOTION
 SO0236
 SO0236  HISTORY     - Date     Condition        Report By
 SO0236  HISTORY     - 1962     MONUMENTED       CGS
 SO0236
 SO0236                          STATION DESCRIPTION
 SO0236
 SO0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0236'7.6 MI SW FROM PARSHALL.
 SO0236'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0236'PARSHALL, THENCE 3.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 83 FEET
 SO0236'NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 61 FEET WEST OF THE
 SO0236'CENTER LINE OF THE GRAVELED ROAD, 49 FEET NORTH OF THE CENTER LINE OF
 SO0236'THE ROAD INTERSECTING THE GRAVELED ROAD, 3.5 FEET NORTH OF A POWER
 SO0236'POLE BRACED BY 4 GUY WIRES, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3
 SO0236'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SO0236'POST PROJECTING 0.5 FOOT, S 17, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0320 ***********************************************************************
 SN0320  DESIGNATION -  A 229
 SN0320  PID         -  SN0320
 SN0320  STATE/COUNTY-  ND/MCLEAN
 SN0320  USGS QUAD   -  KONGSBERG (1981)
 SN0320
 SN0320                         *CURRENT SURVEY CONTROL
 SN0320  ___________________________________________________________________
 SN0320* NAD 83(1986)-  47 46 32.     (N)    100 48 00.     (W)     SCALED    
 SN0320* NAVD 88     -       627.113  (meters)    2057.45   (feet)  ADJUSTED  
 SN0320  ___________________________________________________________________
 SN0320  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SN0320  DYNAMIC HT  -         627.171 (meters)    2057.64  (feet)  COMP
 SN0320  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 SN0320
 SN0320  VERT ORDER  -  SECOND    CLASS 0
 SN0320
 SN0320.The horizontal coordinates were scaled from a topographic map and have
 SN0320.an estimated accuracy of +/- 6 seconds.
 SN0320
 SN0320.The orthometric height was determined by differential leveling
 SN0320.and adjusted by the National Geodetic Survey in June 1991..
 SN0320
 SN0320.The geoid height was determined by GEOID03.
 SN0320
 SN0320.The dynamic height is computed by dividing the NAVD 88
 SN0320.geopotential number by the normal gravity value computed on the
 SN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0320.degrees latitude (g = 980.6199 gals.).
 SN0320
 SN0320.The modeled gravity was interpolated from observed gravity values.
 SN0320
 SN0320;                    North         East    Units  Estimated Accuracy
 SN0320;SPC ND N     -    86,270.      577,520.      MT  (+/- 180 meters Scaled)
 SN0320
 SN0320                          SUPERSEDED SURVEY CONTROL
 SN0320
 SN0320  NGVD 29 (??/??/92)  626.710  (m)         2056.13   (f) ADJ UNCH    2 0
 SN0320
 SN0320.Superseded values are not recommended for survey control.
 SN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0320.See file dsdata.txt to determine how the superseded data were derived.
 SN0320
 SN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT651929(NAD 83)
 SN0320_MARKER: DB = BENCH MARK DISK
 SN0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0320_STAMPING: A 229 1962
 SN0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0320+STABILITY: SURFACE MOTION
 SN0320
 SN0320  HISTORY     - Date     Condition        Report By
 SN0320  HISTORY     - 1962     MONUMENTED       CGS
 SN0320
 SN0320                          STATION DESCRIPTION
 SN0320
 SN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0320'10.0 MI SW FROM BUTTE.
 SN0320'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0320'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0320'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0320'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0320'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0320'A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, 77.0
 SN0320'FEET NORTHEAST OF THE CENTER OF A T-ROAD JUNCTION, 60.0 FEET NORTH OF
 SN0320'THE CENTERLINE OF THE ROAD, 50.0 FEET EAST OF THE CENTERLINE OF THE
 SN0320'NORTH-SOUTH GRAVELED ROAD, 2.5 FEET SOUTH OF POWER POLE NO. 2-25-18
 SN0320'WHICH IS BRACED BY TWO GUY WIRES, 1.6 FEET WEST OF A WITNESS POST,
 SN0320'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0320'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0209 ***********************************************************************
 RS0209  DESIGNATION -  A 23
 RS0209  PID         -  RS0209
 RS0209  STATE/COUNTY-  ND/BOWMAN
 RS0209  USGS QUAD   -  MARMARTH SE (1979)
 RS0209
 RS0209                         *CURRENT SURVEY CONTROL
 RS0209  ___________________________________________________________________
 RS0209* NAD 83(1986)-  46 16 25.     (N)    103 48 35.     (W)     SCALED    
 RS0209* NAVD 88     -       892.344  (meters)    2927.63   (feet)  ADJUSTED  
 RS0209  ___________________________________________________________________
 RS0209  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RS0209  DYNAMIC HT  -         892.261 (meters)    2927.36  (feet)  COMP
 RS0209  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 RS0209
 RS0209  VERT ORDER  -  SECOND    CLASS 0
 RS0209
 RS0209.The horizontal coordinates were scaled from a topographic map and have
 RS0209.an estimated accuracy of +/- 6 seconds.
 RS0209
 RS0209.The orthometric height was determined by differential leveling
 RS0209.and adjusted by the National Geodetic Survey in June 1991..
 RS0209
 RS0209.The geoid height was determined by GEOID03.
 RS0209
 RS0209.The dynamic height is computed by dividing the NAVD 88
 RS0209.geopotential number by the normal gravity value computed on the
 RS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0209.degrees latitude (g = 980.6199 gals.).
 RS0209
 RS0209.The modeled gravity was interpolated from observed gravity values.
 RS0209
 RS0209;                    North         East    Units  Estimated Accuracy
 RS0209;SPC ND S     -    72,840.      344,960.      MT  (+/- 180 meters Scaled)
 RS0209
 RS0209                          SUPERSEDED SURVEY CONTROL
 RS0209
 RS0209  NGVD 29 (??/??/92)  891.801  (m)         2925.85   (f) ADJ UNCH    2 0
 RS0209
 RS0209.Superseded values are not recommended for survey control.
 RS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0209.See file dsdata.txt to determine how the superseded data were derived.
 RS0209
 RS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM917251(NAD 83)
 RS0209_MARKER: DB = BENCH MARK DISK
 RS0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0209_STAMPING: A-23 1934
 RS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0209+STABILITY: SURFACE MOTION
 RS0209
 RS0209  HISTORY     - Date     Condition        Report By
 RS0209  HISTORY     - 1934     MONUMENTED       CGS
 RS0209  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0209
 RS0209                          STATION DESCRIPTION
 RS0209
 RS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0209'6.2 MI E FROM MARMARTH.
 RS0209'IN BOWMAN COUNTY, 6.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST.
 RS0209'PAUL AND PACIFIC RAILROAD FROM MARMARTH, SLOPE COUNTY, AT MILEPOST
 RS0209'989, 40 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 19 FEET NORTH
 RS0209'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 23 1934 AND SET
 RS0209'IN THE TOP OF A CONCRETE POST.
 RS0209
 RS0209                          STATION RECOVERY (1974)
 RS0209
 RS0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0258 ***********************************************************************
 SN0258  DESIGNATION -  A 230
 SN0258  PID         -  SN0258
 SN0258  STATE/COUNTY-  ND/MCLEAN
 SN0258  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0258
 SN0258                         *CURRENT SURVEY CONTROL
 SN0258  ___________________________________________________________________
 SN0258* NAD 83(1986)-  47 42 11.     (N)    100 54 28.     (W)     SCALED    
 SN0258* NAVD 88     -       599.117  (meters)    1965.60   (feet)  ADJUSTED  
 SN0258  ___________________________________________________________________
 SN0258  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SN0258  DYNAMIC HT  -         599.175 (meters)    1965.79  (feet)  COMP
 SN0258  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SN0258
 SN0258  VERT ORDER  -  SECOND    CLASS 0
 SN0258
 SN0258.The horizontal coordinates were scaled from a topographic map and have
 SN0258.an estimated accuracy of +/- 6 seconds.
 SN0258
 SN0258.The orthometric height was determined by differential leveling
 SN0258.and adjusted by the National Geodetic Survey in June 1991..
 SN0258
 SN0258.The geoid height was determined by GEOID03.
 SN0258
 SN0258.The dynamic height is computed by dividing the NAVD 88
 SN0258.geopotential number by the normal gravity value computed on the
 SN0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0258.degrees latitude (g = 980.6199 gals.).
 SN0258
 SN0258.The modeled gravity was interpolated from observed gravity values.
 SN0258
 SN0258;                    North         East    Units  Estimated Accuracy
 SN0258;SPC ND N     -    78,250.      569,400.      MT  (+/- 180 meters Scaled)
 SN0258
 SN0258                          SUPERSEDED SURVEY CONTROL
 SN0258
 SN0258  NGVD 29 (??/??/92)  598.712  (m)         1964.27   (f) ADJ UNCH    2 0
 SN0258
 SN0258.Superseded values are not recommended for survey control.
 SN0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0258.See file dsdata.txt to determine how the superseded data were derived.
 SN0258
 SN0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT568850(NAD 83)
 SN0258_MARKER: DB = BENCH MARK DISK
 SN0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0258_STAMPING: A 230 1962
 SN0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0258+STABILITY: SURFACE MOTION
 SN0258
 SN0258  HISTORY     - Date     Condition        Report By
 SN0258  HISTORY     - 1962     MONUMENTED       CGS
 SN0258
 SN0258                          STATION DESCRIPTION
 SN0258
 SN0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0258'9.5 MI S FROM RUSO.
 SN0258'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0258'SOO LINE RAILROAD AT RUSO, 104.0 FEET WEST-SOUTHWEST OF THE CENTER OF
 SN0258'A ROAD JUNCTION, 98.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 35.0
 SN0258'FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING EAST, 10.0
 SN0258'FEET SOUTHEAST OF A FENCE CORNER, 3.0 FEET NORTH OF A POWER POLE
 SN0258'BRACED BY A GUY WIRE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SN0258'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN0258'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0711 ***********************************************************************
 SN0711  DESIGNATION -  A 231 RESET
 SN0711  PID         -  SN0711
 SN0711  STATE/COUNTY-  ND/MCLEAN
 SN0711  USGS QUAD   -  BENEDICT (1981)
 SN0711
 SN0711                         *CURRENT SURVEY CONTROL
 SN0711  ___________________________________________________________________
 SN0711* NAD 83(1986)-  47 49 08.     (N)    101 04 47.     (W)     SCALED    
 SN0711* NAVD 88     -       624.02   (+/-2cm)    2047.3    (feet)  VERTCON   
 SN0711  ___________________________________________________________________
 SN0711  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0711
 SN0711  VERT ORDER  -  THIRD (See Below)
 SN0711
 SN0711.The horizontal coordinates were scaled from a topographic map and have
 SN0711.an estimated accuracy of +/- 6 seconds.
 SN0711
 SN0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0711.The vertical order pertains to the NGVD 29 superseded value.
 SN0711
 SN0711.The geoid height was determined by GEOID03.
 SN0711
 SN0711;                    North         East    Units  Estimated Accuracy
 SN0711;SPC ND N     -    91,210.      556,590.      MT  (+/- 180 meters Scaled)
 SN0711
 SN0711                          SUPERSEDED SURVEY CONTROL
 SN0711
 SN0711  NGVD 29 (11/04/04)  623.63   (m)         2046.0    (f) RESET       3  
 SN0711
 SN0711.Superseded values are not recommended for survey control.
 SN0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0711.See file dsdata.txt to determine how the superseded data were derived.
 SN0711
 SN0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443982(NAD 83)
 SN0711_MARKER: DB = BENCH MARK DISK
 SN0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0711_STAMPING: A 231 RESET 1967
 SN0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0711+STABILITY: SURFACE MOTION
 SN0711
 SN0711  HISTORY     - Date     Condition        Report By
 SN0711  HISTORY     - 1967     MONUMENTED       CGS
 SN0711
 SN0711                          STATION DESCRIPTION
 SN0711
 SN0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 SN0711'0.75 MI S FROM BENEDICT.
 SN0711'ABOUT 0.75 MILE SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0711'AT BENEDICT, AT THE JUNCTION WITH STATE HIGHWAY 53, ABOUT 120 FEET
 SN0711'WEST OF THE INTERSECTION OF THE HIGHWAY AND THE ROAD LEADING NORTH TO
 SN0711'BENEDICT, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 50 FEET WEST
 SN0711'OF A POWERLINE POLE AND 2 FEET WEST OF A METAL WITNESS POST.  A
 SN0711'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0403 ***********************************************************************
 SN0403  DESIGNATION -  A 232
 SN0403  PID         -  SN0403
 SN0403  STATE/COUNTY-  ND/MCHENRY
 SN0403  USGS QUAD   -  BALFOUR (1958)
 SN0403
 SN0403                         *CURRENT SURVEY CONTROL
 SN0403  ___________________________________________________________________
 SN0403* NAD 83(1986)-  47 52 36.     (N)    100 36 25.     (W)     SCALED    
 SN0403* NAVD 88     -       494.948  (meters)    1623.84   (feet)  ADJUSTED  
 SN0403  ___________________________________________________________________
 SN0403  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SN0403  DYNAMIC HT  -         495.008 (meters)    1624.04  (feet)  COMP
 SN0403  MODELED GRAV-     980,718.1   (mgal)                       NAVD 88
 SN0403
 SN0403  VERT ORDER  -  SECOND    CLASS 0
 SN0403
 SN0403.The horizontal coordinates were scaled from a topographic map and have
 SN0403.an estimated accuracy of +/- 6 seconds.
 SN0403
 SN0403.The orthometric height was determined by differential leveling
 SN0403.and adjusted by the National Geodetic Survey in June 1991..
 SN0403
 SN0403.The geoid height was determined by GEOID03.
 SN0403
 SN0403.The dynamic height is computed by dividing the NAVD 88
 SN0403.geopotential number by the normal gravity value computed on the
 SN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0403.degrees latitude (g = 980.6199 gals.).
 SN0403
 SN0403.The modeled gravity was interpolated from observed gravity values.
 SN0403
 SN0403;                    North         East    Units  Estimated Accuracy
 SN0403;SPC ND N     -    97,470.      592,000.      MT  (+/- 180 meters Scaled)
 SN0403
 SN0403                          SUPERSEDED SURVEY CONTROL
 SN0403
 SN0403  NGVD 29 (??/??/92)  494.557  (m)         1622.56   (f) ADJ UNCH    2 0
 SN0403
 SN0403.Superseded values are not recommended for survey control.
 SN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0403.See file dsdata.txt to determine how the superseded data were derived.
 SN0403
 SN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU798038(NAD 83)
 SN0403_MARKER: DB = BENCH MARK DISK
 SN0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0403_STAMPING: A 232 1962
 SN0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0403+STABILITY: SURFACE MOTION
 SN0403
 SN0403  HISTORY     - Date     Condition        Report By
 SN0403  HISTORY     - 1962     MONUMENTED       CGS
 SN0403
 SN0403                          STATION DESCRIPTION
 SN0403
 SN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0403'6.0 MI NE FROM BUTTE.
 SN0403'ABOUT 3.1 MILES NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION
 SN0403'AT BUTTE, THENCE 2.9 MILES EAST ALONG A GRAVELED ROAD, ABOUT 1.1 MILES
 SN0403'EAST OF A T-ROAD JUNCTION, 65.0 FEET SOUTHWEST OF THE CENTER OF THE
 SN0403'JUNCTION OF A DIRT ROAD LEADING SOUTH, 58.0 FEET SOUTH OF THE
 SN0403'CENTERLINE OF THE ROAD LEADING WEST, 38.5 FEET WEST OF THE CENTERLINE
 SN0403'OF THE ROAD LEADING SOUTH, 4.5 FEET SOUTH OF A FENCE CORNER, 1.5 FEET
 SN0403'EAST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SN0403'BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 SN0403'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0420 ***********************************************************************
 SN0420  DESIGNATION -  A 233
 SN0420  PID         -  SN0420
 SN0420  STATE/COUNTY-  ND/MCHENRY
 SN0420  USGS QUAD   -  BALFOUR (1958)
 SN0420
 SN0420                         *CURRENT SURVEY CONTROL
 SN0420  ___________________________________________________________________
 SN0420* NAD 83(1986)-  47 57 52.     (N)    100 32 34.     (W)     SCALED    
 SN0420* NAVD 88     -       496.315  (meters)    1628.33   (feet)  ADJUSTED  
 SN0420  ___________________________________________________________________
 SN0420  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0420  DYNAMIC HT  -         496.385 (meters)    1628.56  (feet)  COMP
 SN0420  MODELED GRAV-     980,736.8   (mgal)                       NAVD 88
 SN0420
 SN0420  VERT ORDER  -  SECOND    CLASS 0
 SN0420
 SN0420.The horizontal coordinates were scaled from a topographic map and have
 SN0420.an estimated accuracy of +/- 6 seconds.
 SN0420
 SN0420.The orthometric height was determined by differential leveling
 SN0420.and adjusted by the National Geodetic Survey in June 1991..
 SN0420
 SN0420.The geoid height was determined by GEOID03.
 SN0420
 SN0420.The dynamic height is computed by dividing the NAVD 88
 SN0420.geopotential number by the normal gravity value computed on the
 SN0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0420.degrees latitude (g = 980.6199 gals.).
 SN0420
 SN0420.The modeled gravity was interpolated from observed gravity values.
 SN0420
 SN0420;                    North         East    Units  Estimated Accuracy
 SN0420;SPC ND N     -   107,230.      596,810.      MT  (+/- 180 meters Scaled)
 SN0420
 SN0420                          SUPERSEDED SURVEY CONTROL
 SN0420
 SN0420  NGVD 29 (??/??/92)  495.931  (m)         1627.07   (f) ADJ UNCH    2 0
 SN0420
 SN0420.Superseded values are not recommended for survey control.
 SN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0420.See file dsdata.txt to determine how the superseded data were derived.
 SN0420
 SN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU848135(NAD 83)
 SN0420_MARKER: DB = BENCH MARK DISK
 SN0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0420_STAMPING: A 233 1962
 SN0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0420+STABILITY: SURFACE MOTION
 SN0420
 SN0420  HISTORY     - Date     Condition        Report By
 SN0420  HISTORY     - 1962     MONUMENTED       CGS
 SN0420  HISTORY     - 1976     GOOD             NGS
 SN0420
 SN0420                          STATION DESCRIPTION
 SN0420
 SN0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0420'1.4 MI NW FROM BALFOUR.
 SN0420'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0420'BALFOUR, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, 306 FEET NORTH
 SN0420'OF A GRAVELED ROAD INTERSECTION, 56 FEET NORTHWEST OF THE CENTER OF
 SN0420'THE JUNCTION OF A DRIVEWAY LEADING WEST TO AN ABANDONED FARMHOUSE, 51
 SN0420'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 20.5 FEET NORTH OF
 SN0420'THE CENTERLINE OF THE DRIVEWAY, 1.7 FEET SOUTH OF A METAL WITNESS
 SN0420'POST, ABOUT LEVEL WITH THE DRIVEWAY, ABOUT 3 FEET BELOW THE LEVEL OF
 SN0420'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SN0420
 SN0420                          STATION RECOVERY (1976)
 SN0420
 SN0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SN0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0421 ***********************************************************************
 SN0421  DESIGNATION -  A 233 RESET
 SN0421  PID         -  SN0421
 SN0421  STATE/COUNTY-  ND/MCHENRY
 SN0421  USGS QUAD   -  BALFOUR (1958)
 SN0421
 SN0421                         *CURRENT SURVEY CONTROL
 SN0421  ___________________________________________________________________
 SN0421* NAD 83(1986)-  47 57 52.     (N)    100 32 33.     (W)     SCALED    
 SN0421* NAVD 88     -       626.12   (+/-2cm)    2054.2    (feet)  VERTCON   
 SN0421  ___________________________________________________________________
 SN0421  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0421
 SN0421  VERT ORDER  -  THIRD (See Below)
 SN0421
 SN0421.The horizontal coordinates were scaled from a topographic map and have
 SN0421.an estimated accuracy of +/- 6 seconds.
 SN0421
 SN0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0421.The vertical order pertains to the NGVD 29 superseded value.
 SN0421
 SN0421.The geoid height was determined by GEOID03.
 SN0421
 SN0421;                    North         East    Units  Estimated Accuracy
 SN0421;SPC ND N     -   107,230.      596,830.      MT  (+/- 180 meters Scaled)
 SN0421
 SN0421                          SUPERSEDED SURVEY CONTROL
 SN0421
 SN0421  NGVD 29 (11/04/04)  625.74   (m)         2052.9    (f) RESET       3  
 SN0421
 SN0421.Superseded values are not recommended for survey control.
 SN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0421.See file dsdata.txt to determine how the superseded data were derived.
 SN0421
 SN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU848135(NAD 83)
 SN0421_MARKER: DB = BENCH MARK DISK
 SN0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0421_STAMPING: A 233 RESET 1976
 SN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0421+STABILITY: SURFACE MOTION
 SN0421
 SN0421  HISTORY     - Date     Condition        Report By
 SN0421  HISTORY     - 1976     MONUMENTED       NGS
 SN0421
 SN0421                          STATION DESCRIPTION
 SN0421
 SN0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SN0421'1.4 MI NW FROM BALFOUR.
 SN0421'ABOUT 0.5 MI WEST ALONG US HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0421'BALFOUR, THENCE 0.9 MI NORTH ALONG A GRAVELE ROAD, 300 FEET NORTH OF A
 SN0421'GRAVELED ROAD INTERSECTION, 31 FT WEST OF THE CENTER OF THE GRAVELED
 SN0421'ROAD, 9 FT NORTH OF THE CENTER OF A FIELD ENTRANCE LEADING WEST INTO
 SN0421'PROPERTY OF MR. MIKE DUCHSHERER, AND ON THE NORTH EDGE OF THE FIELD
 SN0421'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0649 ***********************************************************************
 SN0649  DESIGNATION -  A 234
 SN0649  PID         -  SN0649
 SN0649  STATE/COUNTY-  ND/MCLEAN
 SN0649  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0649
 SN0649                         *CURRENT SURVEY CONTROL
 SN0649  ___________________________________________________________________
 SN0649* NAD 83(1986)-  47 46 32.     (N)    101 25 19.     (W)     SCALED    
 SN0649* NAVD 88     -       611.540  (meters)    2006.36   (feet)  ADJUSTED  
 SN0649  ___________________________________________________________________
 SN0649  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SN0649  DYNAMIC HT  -         611.603 (meters)    2006.57  (feet)  COMP
 SN0649  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 SN0649
 SN0649  VERT ORDER  -  SECOND    CLASS 0
 SN0649
 SN0649.The horizontal coordinates were scaled from a topographic map and have
 SN0649.an estimated accuracy of +/- 6 seconds.
 SN0649
 SN0649.The orthometric height was determined by differential leveling
 SN0649.and adjusted by the National Geodetic Survey in June 1991..
 SN0649
 SN0649.The geoid height was determined by GEOID03.
 SN0649
 SN0649.The dynamic height is computed by dividing the NAVD 88
 SN0649.geopotential number by the normal gravity value computed on the
 SN0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0649.degrees latitude (g = 980.6199 gals.).
 SN0649
 SN0649.The modeled gravity was interpolated from observed gravity values.
 SN0649
 SN0649;                    North         East    Units  Estimated Accuracy
 SN0649;SPC ND N     -    86,640.      530,910.      MT  (+/- 180 meters Scaled)
 SN0649
 SN0649                          SUPERSEDED SURVEY CONTROL
 SN0649
 SN0649  NGVD 29 (??/??/92)  611.134  (m)         2005.03   (f) ADJ UNCH    2 0
 SN0649
 SN0649.Superseded values are not recommended for survey control.
 SN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0649.See file dsdata.txt to determine how the superseded data were derived.
 SN0649
 SN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT185941(NAD 83)
 SN0649_MARKER: DB = BENCH MARK DISK
 SN0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0649_STAMPING: A 234 1962
 SN0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0649+STABILITY: SURFACE MOTION
 SN0649
 SN0649  HISTORY     - Date     Condition        Report By
 SN0649  HISTORY     - 1962     MONUMENTED       CGS
 SN0649
 SN0649                          STATION DESCRIPTION
 SN0649
 SN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0649'9.1 MI SW FROM MAX.
 SN0649'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0649'MARIE RAILROAD FROM THE STATON AT MAX, THENCE 3.0 MILES SOUTH ALONG
 SN0649'COUNTY ROAD 15, 99 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 SN0649'A DIRT ROAD LEADING WEST AND A FARM ROAD LEADING EAST, 77 FEET WEST OF
 SN0649'THE CENTERLINE OF THE COUNTY ROAD, 65.5 FEET SOUTH OF THE CENTERLINE
 SN0649'OF THE ROAD LEADING WEST, 42.5 FEET SOUTH OF A FENCE CORNER, 2 FEET
 SN0649'EAST OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 15 FEET
 SN0649'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0649'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0738 ***********************************************************************
 SN0738  DESIGNATION -  A 235
 SN0738  PID         -  SN0738
 SN0738  STATE/COUNTY-  ND/MCLEAN
 SN0738  USGS QUAD   -  LAKE NETTIE (1980)
 SN0738
 SN0738                         *CURRENT SURVEY CONTROL
 SN0738  ___________________________________________________________________
 SN0738* NAD 83(1986)-  47 36 11.     (N)    101 04 42.     (W)     SCALED    
 SN0738* NAVD 88     -       572.475  (meters)    1878.20   (feet)  ADJUSTED  
 SN0738  ___________________________________________________________________
 SN0738  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0738  DYNAMIC HT  -         572.526 (meters)    1878.36  (feet)  COMP
 SN0738  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 SN0738
 SN0738  VERT ORDER  -  SECOND    CLASS 0
 SN0738
 SN0738.The horizontal coordinates were scaled from a topographic map and have
 SN0738.an estimated accuracy of +/- 6 seconds.
 SN0738
 SN0738.The orthometric height was determined by differential leveling
 SN0738.and adjusted by the National Geodetic Survey in June 1991..
 SN0738
 SN0738.The geoid height was determined by GEOID03.
 SN0738
 SN0738.The dynamic height is computed by dividing the NAVD 88
 SN0738.geopotential number by the normal gravity value computed on the
 SN0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0738.degrees latitude (g = 980.6199 gals.).
 SN0738
 SN0738.The modeled gravity was interpolated from observed gravity values.
 SN0738
 SN0738;                    North         East    Units  Estimated Accuracy
 SN0738;SPC ND N     -    67,210.      556,510.      MT  (+/- 180 meters Scaled)
 SN0738
 SN0738                          SUPERSEDED SURVEY CONTROL
 SN0738
 SN0738  NGVD 29 (??/??/92)  572.070  (m)         1876.87   (f) ADJ UNCH    2 0
 SN0738
 SN0738.Superseded values are not recommended for survey control.
 SN0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0738.See file dsdata.txt to determine how the superseded data were derived.
 SN0738
 SN0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437742(NAD 83)
 SN0738_MARKER: DB = BENCH MARK DISK
 SN0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0738_STAMPING: A 235 1962
 SN0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0738+STABILITY: SURFACE MOTION
 SN0738
 SN0738  HISTORY     - Date     Condition        Report By
 SN0738  HISTORY     - 1962     MONUMENTED       CGS
 SN0738
 SN0738                          STATION DESCRIPTION
 SN0738
 SN0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0738'11.25 MI NE FROM COLEHARBOR.
 SN0738'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0738'STATION AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0738'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0738'ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE
 SN0738'2.0 MILES NORTH ALONG A GRAVELED ROAD, 59 FEET SOUTHWEST OF THE CENTER
 SN0738'OF A ROAD INTERSECTION, 53 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 SN0738'ROAD, 20 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 25 FEET
 SN0738'NORTH OF A POWER POLE BEARING A TRANSFORMER, 10 FEET WEST OF A FENCE
 SN0738'CORNER, 1.5 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 SN0738'OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0738'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0625 ***********************************************************************
 SN0625  DESIGNATION -  A 236
 SN0625  PID         -  SN0625
 SN0625  STATE/COUNTY-  ND/MCLEAN
 SN0625  USGS QUAD   -  GARRISON (1981)
 SN0625
 SN0625                         *CURRENT SURVEY CONTROL
 SN0625  ___________________________________________________________________
 SN0625* NAD 83(1986)-  47 42 11.     (N)    101 25 21.     (W)     SCALED    
 SN0625* NAVD 88     -       604.605  (meters)    1983.61   (feet)  ADJUSTED  
 SN0625  ___________________________________________________________________
 SN0625  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 SN0625  DYNAMIC HT  -         604.662 (meters)    1983.80  (feet)  COMP
 SN0625  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SN0625
 SN0625  VERT ORDER  -  SECOND    CLASS 0
 SN0625
 SN0625.The horizontal coordinates were scaled from a topographic map and have
 SN0625.an estimated accuracy of +/- 6 seconds.
 SN0625
 SN0625.The orthometric height was determined by differential leveling
 SN0625.and adjusted by the National Geodetic Survey in June 1991..
 SN0625
 SN0625.The geoid height was determined by GEOID03.
 SN0625
 SN0625.The dynamic height is computed by dividing the NAVD 88
 SN0625.geopotential number by the normal gravity value computed on the
 SN0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0625.degrees latitude (g = 980.6199 gals.).
 SN0625
 SN0625.The modeled gravity was interpolated from observed gravity values.
 SN0625
 SN0625;                    North         East    Units  Estimated Accuracy
 SN0625;SPC ND N     -    78,580.      530,770.      MT  (+/- 180 meters Scaled)
 SN0625
 SN0625                          SUPERSEDED SURVEY CONTROL
 SN0625
 SN0625  NGVD 29 (??/??/92)  604.204  (m)         1982.29   (f) ADJ UNCH    2 0
 SN0625
 SN0625.Superseded values are not recommended for survey control.
 SN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0625.See file dsdata.txt to determine how the superseded data were derived.
 SN0625
 SN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT182861(NAD 83)
 SN0625_MARKER: DB = BENCH MARK DISK
 SN0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0625_STAMPING: A 236 1962
 SN0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0625+STABILITY: SURFACE MOTION
 SN0625
 SN0625  HISTORY     - Date     Condition        Report By
 SN0625  HISTORY     - 1962     MONUMENTED       CGS
 SN0625
 SN0625                          STATION DESCRIPTION
 SN0625
 SN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0625'3.8 MI N FROM GARRISON.
 SN0625'ABOUT 3.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0625'AT GARRISON, 75 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 SN0625'EAST-WEST ROAD, 62 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD,
 SN0625'42 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET EAST
 SN0625'OF TELEPHONE POLE NO. 1 B-83 WHICH IS BRACED BY TWO GUY WIRES, 1.5
 SN0625'FEET NORTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SN0625'NORTH-SOUTH GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0625'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0270 ***********************************************************************
 SO0270  DESIGNATION -  A 237
 SO0270  PID         -  SO0270
 SO0270  STATE/COUNTY-  ND/MOUNTRAIL
 SO0270  USGS QUAD   -  PARSHALL SE (1967)
 SO0270
 SO0270                         *CURRENT SURVEY CONTROL
 SO0270  ___________________________________________________________________
 SO0270* NAD 83(1986)-  47 50 52.     (N)    102 02 37.     (W)     SCALED    
 SO0270* NAVD 88     -       636.851  (meters)    2089.40   (feet)  ADJUSTED  
 SO0270  ___________________________________________________________________
 SO0270  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 SO0270  DYNAMIC HT  -         636.935 (meters)    2089.68  (feet)  COMP
 SO0270  MODELED GRAV-     980,721.9   (mgal)                       NAVD 88
 SO0270
 SO0270  VERT ORDER  -  SECOND    CLASS 0
 SO0270
 SO0270.The horizontal coordinates were scaled from a topographic map and have
 SO0270.an estimated accuracy of +/- 6 seconds.
 SO0270
 SO0270.The orthometric height was determined by differential leveling
 SO0270.and adjusted by the National Geodetic Survey in June 1991..
 SO0270
 SO0270.The geoid height was determined by GEOID03.
 SO0270
 SO0270.The dynamic height is computed by dividing the NAVD 88
 SO0270.geopotential number by the normal gravity value computed on the
 SO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0270.degrees latitude (g = 980.6199 gals.).
 SO0270
 SO0270.The modeled gravity was interpolated from observed gravity values.
 SO0270
 SO0270;                    North         East    Units  Estimated Accuracy
 SO0270;SPC ND N     -    95,410.      484,480.      MT  (+/- 180 meters Scaled)
 SO0270
 SO0270                          SUPERSEDED SURVEY CONTROL
 SO0270
 SO0270  NGVD 29 (??/??/92)  636.428  (m)         2088.01   (f) ADJ UNCH    2 0
 SO0270
 SO0270.Superseded values are not recommended for survey control.
 SO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0270.See file dsdata.txt to determine how the superseded data were derived.
 SO0270
 SO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP211036(NAD 83)
 SO0270_MARKER: DB = BENCH MARK DISK
 SO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0270_STAMPING: A 237 1962
 SO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0270+STABILITY: SURFACE MOTION
 SO0270
 SO0270  HISTORY     - Date     Condition        Report By
 SO0270  HISTORY     - 1962     MONUMENTED       CGS
 SO0270
 SO0270                          STATION DESCRIPTION
 SO0270
 SO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0270'11.4 MI SE FROM PARSHALL.
 SO0270'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0270'PARSHALL, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.0
 SO0270'MILES EAST ALONG A GRADED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 SO0270'GRAVELED ROAD, 53 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 SO0270'39 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 36 FEET NORTH
 SO0270'OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET NORTH OF TELEPHONE
 SO0270'POLE NO. 3D-202 WHICH IS BRACED BY A GUY WIRE, 1.8 FEET SOUTH OF A
 SO0270'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 SO0270'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0102 ***********************************************************************
 TG0102  DESIGNATION -  A 238
 TG0102  PID         -  TG0102
 TG0102  STATE/COUNTY-  ND/BURKE
 TG0102  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0102
 TG0102                         *CURRENT SURVEY CONTROL
 TG0102  ___________________________________________________________________
 TG0102* NAD 83(1986)-  48 32 49.     (N)    102 22 34.     (W)     SCALED    
 TG0102* NAVD 88     -       702.252  (meters)    2303.97   (feet)  ADJUSTED  
 TG0102  ___________________________________________________________________
 TG0102  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG0102  DYNAMIC HT  -         702.372 (meters)    2304.37  (feet)  COMP
 TG0102  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TG0102
 TG0102  VERT ORDER  -  SECOND    CLASS 0
 TG0102
 TG0102.The horizontal coordinates were scaled from a topographic map and have
 TG0102.an estimated accuracy of +/- 6 seconds.
 TG0102
 TG0102.The orthometric height was determined by differential leveling
 TG0102.and adjusted by the National Geodetic Survey in June 1991..
 TG0102
 TG0102.The geoid height was determined by GEOID03.
 TG0102
 TG0102.The dynamic height is computed by dividing the NAVD 88
 TG0102.geopotential number by the normal gravity value computed on the
 TG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0102.degrees latitude (g = 980.6199 gals.).
 TG0102
 TG0102.The modeled gravity was interpolated from observed gravity values.
 TG0102
 TG0102;                    North         East    Units  Estimated Accuracy
 TG0102;SPC ND N     -   173,680.      461,500.      MT  (+/- 180 meters Scaled)
 TG0102
 TG0102                          SUPERSEDED SURVEY CONTROL
 TG0102
 TG0102  NGVD 29 (??/??/92)  701.811  (m)         2302.52   (f) ADJ UNCH    2 0
 TG0102
 TG0102.Superseded values are not recommended for survey control.
 TG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0102.See file dsdata.txt to determine how the superseded data were derived.
 TG0102
 TG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP936804(NAD 83)
 TG0102_MARKER: DB = BENCH MARK DISK
 TG0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0102_STAMPING: A 238 1963
 TG0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0102+STABILITY: SURFACE MOTION
 TG0102
 TG0102  HISTORY     - Date     Condition        Report By
 TG0102  HISTORY     - 1963     MONUMENTED       CGS
 TG0102  HISTORY     - 1975     GOOD             USGS
 TG0102
 TG0102                          STATION DESCRIPTION
 TG0102
 TG0102'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 TG0102'17.0 MI W FROM COULEE.
 TG0102'ABOUT 17.0 MILES WEST ALONG STATE HIGHWAY 50 FROM THE RAILROAD STATION
 TG0102'AT COULEE, 0.75 MI. WEST OF A ROAD LEADING SOUTH TO A FARMHOUSE, ON
 TG0102'THE EAST SLOPE OF A HILL, 54 FT. WEST OF A FENCE CORNER, 339 FT. NORTH
 TG0102'AND 32 FT. WEST OF THE CENTERLINE OF THE HIGHWAY AT AN ENTRY AND TRACK
 TG0102'ROAD NORTH.  A STANDARD TABLET SET IN A CONCRETE POST 1.5 FT. SOUTH OF
 TG0102'A FENCE AND PROJECTING 0.4 FT., STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1275 ***********************************************************************
 SN1275  DESIGNATION -  A 239
 SN1275  PID         -  SN1275
 SN1275  STATE/COUNTY-  ND/WARD
 SN1275  USGS QUAD   -  LAKE VERNON (1980)
 SN1275
 SN1275                         *CURRENT SURVEY CONTROL
 SN1275  ___________________________________________________________________
 SN1275* NAD 83(1986)-  47 58 47.     (N)    101 30 29.     (W)     SCALED    
 SN1275* NAVD 88     -       625.736  (meters)    2052.94   (feet)  ADJUSTED  
 SN1275  ___________________________________________________________________
 SN1275  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 SN1275  DYNAMIC HT  -         625.818 (meters)    2053.20  (feet)  COMP
 SN1275  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 SN1275
 SN1275  VERT ORDER  -  SECOND    CLASS 0
 SN1275
 SN1275.The horizontal coordinates were scaled from a topographic map and have
 SN1275.an estimated accuracy of +/- 6 seconds.
 SN1275
 SN1275.The orthometric height was determined by differential leveling
 SN1275.and adjusted by the National Geodetic Survey in June 1991..
 SN1275
 SN1275.The geoid height was determined by GEOID03.
 SN1275
 SN1275.The dynamic height is computed by dividing the NAVD 88
 SN1275.geopotential number by the normal gravity value computed on the
 SN1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1275.degrees latitude (g = 980.6199 gals.).
 SN1275
 SN1275.The modeled gravity was interpolated from observed gravity values.
 SN1275
 SN1275;                    North         East    Units  Estimated Accuracy
 SN1275;SPC ND N     -   109,420.      524,750.      MT  (+/- 180 meters Scaled)
 SN1275
 SN1275                          SUPERSEDED SURVEY CONTROL
 SN1275
 SN1275  NGVD 29 (??/??/92)  625.329  (m)         2051.60   (f) ADJ UNCH    2 0
 SN1275
 SN1275.Superseded values are not recommended for survey control.
 SN1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1275.See file dsdata.txt to determine how the superseded data were derived.
 SN1275
 SN1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU128170(NAD 83)
 SN1275_MARKER: DB = BENCH MARK DISK
 SN1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1275_STAMPING: A 239 1962
 SN1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1275+STABILITY: SURFACE MOTION
 SN1275
 SN1275  HISTORY     - Date     Condition        Report By
 SN1275  HISTORY     - 1962     MONUMENTED       CGS
 SN1275
 SN1275                          STATION DESCRIPTION
 SN1275
 SN1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1275'8.5 MI N FROM DOUGLAS.
 SN1275'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1275'AT DOUGLAS, 87.5 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 SN1275'STATE HIGHWAY 23, 49 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 SN1275'SOUTH, 43 FEET NORTHWEST OF THE WEST END OF AN 18-INCH CULVERT UNDER
 SN1275'THE ROAD LEADING SOUTH, 10 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST
 SN1275'OF A FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW
 SN1275'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1275'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1593 ***********************************************************************
 TF1593  DESIGNATION -  A 240
 TF1593  PID         -  TF1593
 TF1593  STATE/COUNTY-  ND/WARD
 TF1593  USGS QUAD   -  DONNYBROOK (1948)
 TF1593
 TF1593                         *CURRENT SURVEY CONTROL
 TF1593  ___________________________________________________________________
 TF1593* NAD 83(1986)-  48 33 06.     (N)    101 58 35.     (W)     SCALED    
 TF1593* NAVD 88     -       564.881  (meters)    1853.28   (feet)  ADJUSTED  
 TF1593  ___________________________________________________________________
 TF1593  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF1593  DYNAMIC HT  -         564.987 (meters)    1853.63  (feet)  COMP
 TF1593  MODELED GRAV-     980,781.2   (mgal)                       NAVD 88
 TF1593
 TF1593  VERT ORDER  -  FIRST     CLASS II
 TF1593
 TF1593.The horizontal coordinates were scaled from a topographic map and have
 TF1593.an estimated accuracy of +/- 6 seconds.
 TF1593
 TF1593.The orthometric height was determined by differential leveling
 TF1593.and adjusted by the National Geodetic Survey in June 1991..
 TF1593
 TF1593.The geoid height was determined by GEOID03.
 TF1593
 TF1593.The dynamic height is computed by dividing the NAVD 88
 TF1593.geopotential number by the normal gravity value computed on the
 TF1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1593.degrees latitude (g = 980.6199 gals.).
 TF1593
 TF1593.The modeled gravity was interpolated from observed gravity values.
 TF1593
 TF1593;                    North         East    Units  Estimated Accuracy
 TF1593;SPC ND N     -   173,570.      491,010.      MT  (+/- 180 meters Scaled)
 TF1593
 TF1593                          SUPERSEDED SURVEY CONTROL
 TF1593
 TF1593  NGVD 29 (??/??/92)  564.483  (m)         1851.97   (f) ADJ UNCH    1 2
 TF1593
 TF1593.Superseded values are not recommended for survey control.
 TF1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1593.See file dsdata.txt to determine how the superseded data were derived.
 TF1593
 TF1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU803818(NAD 83)
 TF1593_MARKER: DB = BENCH MARK DISK
 TF1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1593_SP_SET: CULVERT
 TF1593_STAMPING: A 240 1963
 TF1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1593
 TF1593  HISTORY     - Date     Condition        Report By
 TF1593  HISTORY     - 1963     MONUMENTED       CGS
 TF1593
 TF1593                          STATION DESCRIPTION
 TF1593
 TF1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1593'1.8 MI E FROM COULEE.
 TF1593'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TF1593'RAILWAY STATION AT COULEE, ABOUT 0.6 MILE WEST OF THE JUNCTION OF U.S.
 TF1593'HIGHWAY 52, ON THE EAST SLOPE OF A LONG HILL, SET IN THE TOP OF THE
 TF1593'WEST END OF THE NORTH CONCRETE HEADWALL OF A 5-FOOT CONCRETE CULVERT,
 TF1593'19 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT EAST OF THE
 TF1593'WEST END OF THE HEADWALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF1593'HIGHWAY, S 36, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1594 ***********************************************************************
 TF1594  DESIGNATION -  A 240 RESET
 TF1594  PID         -  TF1594
 TF1594  STATE/COUNTY-  ND/WARD
 TF1594  USGS QUAD   -  DONNYBROOK (1948)
 TF1594
 TF1594                         *CURRENT SURVEY CONTROL
 TF1594  ___________________________________________________________________
 TF1594* NAD 83(1986)-  48 33 06.     (N)    101 58 35.     (W)     SCALED    
 TF1594* NAVD 88     -       566.57   (+/-2cm)    1858.8    (feet)  VERTCON   
 TF1594  ___________________________________________________________________
 TF1594  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF1594
 TF1594  VERT ORDER  -  THIRD (See Below)
 TF1594
 TF1594.The horizontal coordinates were scaled from a topographic map and have
 TF1594.an estimated accuracy of +/- 6 seconds.
 TF1594
 TF1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1594.The vertical order pertains to the NGVD 29 superseded value.
 TF1594
 TF1594.The geoid height was determined by GEOID03.
 TF1594
 TF1594;                    North         East    Units  Estimated Accuracy
 TF1594;SPC ND N     -   173,570.      491,010.      MT  (+/- 180 meters Scaled)
 TF1594
 TF1594                          SUPERSEDED SURVEY CONTROL
 TF1594
 TF1594  NGVD 29 (11/04/04)  566.17   (m)         1857.5    (f) RESET       3  
 TF1594
 TF1594.Superseded values are not recommended for survey control.
 TF1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1594.See file dsdata.txt to determine how the superseded data were derived.
 TF1594
 TF1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU803818(NAD 83)
 TF1594_MARKER: DB = BENCH MARK DISK
 TF1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1594_STAMPING: A 240 RESET 1964
 TF1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1594+STABILITY: SURFACE MOTION
 TF1594
 TF1594  HISTORY     - Date     Condition        Report By
 TF1594  HISTORY     - 1964     MONUMENTED       CGS
 TF1594
 TF1594                          STATION DESCRIPTION
 TF1594
 TF1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1594'1.75 MI E FROM COULEE.
 TF1594'IN WARD COUNTY, ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 50 FROM
 TF1594'COULEE, MOUNTRAIL COUNTY, ABOUT 0.6 MILE WEST OF THE JUNCTION OF U. S.
 TF1594'HIGHWAY 52 AND STATE HIGHWAY 50, AT A TRAILER FARM HOME, ABOUT 120
 TF1594'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET SOUTHWEST OF THE
 TF1594'SOUTHWEST CORNER OF THE TRAILER HOME, 2 FEET SOUTH OF A METAL WITNESS
 TF1594'POST AND 1 FOOT WEST OF A RAIL FENCE AND SET IN THE TOP OF A CONCRETE
 TF1594'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0435 ***********************************************************************
 TG0435  DESIGNATION -  A 241
 TG0435  PID         -  TG0435
 TG0435  STATE/COUNTY-  ND/MOUNTRAIL
 TG0435  USGS QUAD   -  PALERMO (1981)
 TG0435
 TG0435                         *CURRENT SURVEY CONTROL
 TG0435  ___________________________________________________________________
 TG0435* NAD 83(1986)-  48 21 19.     (N)    102 10 55.     (W)     SCALED    
 TG0435* NAVD 88     -       662.089  (meters)    2172.20   (feet)  ADJUSTED  
 TG0435  ___________________________________________________________________
 TG0435  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TG0435  DYNAMIC HT  -         662.198 (meters)    2172.56  (feet)  COMP
 TG0435  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 TG0435
 TG0435  VERT ORDER  -  FIRST     CLASS II
 TG0435
 TG0435.The horizontal coordinates were scaled from a topographic map and have
 TG0435.an estimated accuracy of +/- 6 seconds.
 TG0435
 TG0435.The orthometric height was determined by differential leveling
 TG0435.and adjusted by the National Geodetic Survey in June 1991..
 TG0435
 TG0435.The geoid height was determined by GEOID03.
 TG0435
 TG0435.The dynamic height is computed by dividing the NAVD 88
 TG0435.geopotential number by the normal gravity value computed on the
 TG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0435.degrees latitude (g = 980.6199 gals.).
 TG0435
 TG0435.The modeled gravity was interpolated from observed gravity values.
 TG0435
 TG0435;                    North         East    Units  Estimated Accuracy
 TG0435;SPC ND N     -   152,040.      475,370.      MT  (+/- 180 meters Scaled)
 TG0435
 TG0435                          SUPERSEDED SURVEY CONTROL
 TG0435
 TG0435  NGVD 29 (??/??/92)  661.644  (m)         2170.74   (f) ADJ UNCH    1 2
 TG0435
 TG0435.Superseded values are not recommended for survey control.
 TG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0435.See file dsdata.txt to determine how the superseded data were derived.
 TG0435
 TG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP087596(NAD 83)
 TG0435_MARKER: DB = BENCH MARK DISK
 TG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0435_STAMPING: A 241 1963
 TG0435_MARK LOGO: CGS   
 TG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0435+STABILITY: SURFACE MOTION
 TG0435
 TG0435  HISTORY     - Date     Condition        Report By
 TG0435  HISTORY     - 1963     MONUMENTED       CGS
 TG0435  HISTORY     - 1981     GOOD             NGS
 TG0435
 TG0435                          STATION DESCRIPTION
 TG0435
 TG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0435'3.2 MI NE FROM PALERMO.
 TG0435'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0435'PALERMO, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT THE WEST SIDE
 TG0435'OF A LARGE LAKE, ON THE INSIDE AND AT THE SOUTH END OF A CURVE IN THE
 TG0435'ROAD, 51 FEET WEST OF THE CENTERLINE OF THE ROAD, 30.5 FEET SOUTH OF
 TG0435'THE CENTERLINE OF A DRIVEWAY LEADING WEST, 1.4 FEET NORTH OF A METAL
 TG0435'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 TG0435'TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 12, R 90 W, 156 N.
 TG0435
 TG0435                          STATION RECOVERY (1981)
 TG0435
 TG0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0528 ***********************************************************************
 TG0528  DESIGNATION -  A 242
 TG0528  PID         -  TG0528
 TG0528  STATE/COUNTY-  ND/MOUNTRAIL
 TG0528  USGS QUAD   -  BELDEN SE (1981)
 TG0528
 TG0528                         *CURRENT SURVEY CONTROL
 TG0528  ___________________________________________________________________
 TG0528* NAD 83(1986)-  48 03 58.     (N)    102 21 14.     (W)     SCALED    
 TG0528* NAVD 88     -       674.760  (meters)    2213.78   (feet)  ADJUSTED  
 TG0528  ___________________________________________________________________
 TG0528  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG0528  DYNAMIC HT  -         674.852 (meters)    2214.08  (feet)  COMP
 TG0528  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 TG0528
 TG0528  VERT ORDER  -  SECOND    CLASS 0
 TG0528
 TG0528.The horizontal coordinates were scaled from a topographic map and have
 TG0528.an estimated accuracy of +/- 6 seconds.
 TG0528
 TG0528.The orthometric height was determined by differential leveling
 TG0528.and adjusted by the National Geodetic Survey in June 1991..
 TG0528
 TG0528.The geoid height was determined by GEOID03.
 TG0528
 TG0528.The dynamic height is computed by dividing the NAVD 88
 TG0528.geopotential number by the normal gravity value computed on the
 TG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0528.degrees latitude (g = 980.6199 gals.).
 TG0528
 TG0528.The modeled gravity was interpolated from observed gravity values.
 TG0528
 TG0528;                    North         East    Units  Estimated Accuracy
 TG0528;SPC ND N     -   120,190.      461,850.      MT  (+/- 180 meters Scaled)
 TG0528
 TG0528                          SUPERSEDED SURVEY CONTROL
 TG0528
 TG0528  NGVD 29 (??/??/92)  674.311  (m)         2212.30   (f) ADJ UNCH    2 0
 TG0528
 TG0528.Superseded values are not recommended for survey control.
 TG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0528.See file dsdata.txt to determine how the superseded data were derived.
 TG0528
 TG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP971270(NAD 83)
 TG0528_MARKER: DB = BENCH MARK DISK
 TG0528_SETTING: 80 = SET IN A BOULDER
 TG0528_SP_SET: BOULDER
 TG0528_STAMPING: A 242 1963
 TG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0528+STABILITY: SURFACE MOTION
 TG0528
 TG0528  HISTORY     - Date     Condition        Report By
 TG0528  HISTORY     - 1963     MONUMENTED       CGS
 TG0528
 TG0528                          STATION DESCRIPTION
 TG0528
 TG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0528'6.1 MI S FROM BELDEN.
 TG0528'ABOUT 6.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0528'BELDEN, 150 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0528'GRAVELED ROAD LEADING WEST AND A TRACK ROAD LEADING EAST, SET IN THE
 TG0528'TOP OF A BOULDER THAT IS ABOUT 6 FEET LONG AND 2 1/2 FEET WIDE AT THE
 TG0528'PORTION THAT IS ABOVE THE GROUND, 120 FEET SOUTH OF THE CENTERLINE OF
 TG0528'THE ROAD LEADING WEST, 96 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TG0528'1.0 FOOT WEST OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY, S 22, R 91
 TG0528'W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1413 ***********************************************************************
 SN1413  DESIGNATION -  A 243
 SN1413  PID         -  SN1413
 SN1413  STATE/COUNTY-  ND/MOUNTRAIL
 SN1413  USGS QUAD   -  WABEK (1980)
 SN1413
 SN1413                         *CURRENT SURVEY CONTROL
 SN1413  ___________________________________________________________________
 SN1413* NAD 83(1986)-  47 58 42.     (N)    101 57 28.     (W)     SCALED    
 SN1413* NAVD 88     -       634.336  (meters)    2081.15   (feet)  ADJUSTED  
 SN1413  ___________________________________________________________________
 SN1413  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 SN1413  DYNAMIC HT  -         634.425 (meters)    2081.44  (feet)  COMP
 SN1413  MODELED GRAV-     980,730.8   (mgal)                       NAVD 88
 SN1413
 SN1413  VERT ORDER  -  SECOND    CLASS 0
 SN1413
 SN1413.The horizontal coordinates were scaled from a topographic map and have
 SN1413.an estimated accuracy of +/- 6 seconds.
 SN1413
 SN1413.The orthometric height was determined by differential leveling
 SN1413.and adjusted by the National Geodetic Survey in June 1991..
 SN1413
 SN1413.The geoid height was determined by GEOID03.
 SN1413
 SN1413.The dynamic height is computed by dividing the NAVD 88
 SN1413.geopotential number by the normal gravity value computed on the
 SN1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1413.degrees latitude (g = 980.6199 gals.).
 SN1413
 SN1413.The modeled gravity was interpolated from observed gravity values.
 SN1413
 SN1413;                    North         East    Units  Estimated Accuracy
 SN1413;SPC ND N     -   109,800.      491,180.      MT  (+/- 180 meters Scaled)
 SN1413
 SN1413                          SUPERSEDED SURVEY CONTROL
 SN1413
 SN1413  NGVD 29 (??/??/92)  633.909  (m)         2079.75   (f) ADJ UNCH    2 0
 SN1413
 SN1413.Superseded values are not recommended for survey control.
 SN1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1413.See file dsdata.txt to determine how the superseded data were derived.
 SN1413
 SN1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU792181(NAD 83)
 SN1413_MARKER: DB = BENCH MARK DISK
 SN1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1413_STAMPING: A 243 1963
 SN1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1413+STABILITY: SURFACE MOTION
 SN1413
 SN1413  HISTORY     - Date     Condition        Report By
 SN1413  HISTORY     - 1963     MONUMENTED       CGS
 SN1413
 SN1413                          STATION DESCRIPTION
 SN1413
 SN1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1413'0.5 MI N FROM WABEK.
 SN1413'ABOUT 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN1413'CROSSING AT WABEK, 130 FEET NORTHEAST OF THE CENTER OF THE
 SN1413'INTERSECTION OF STATE HIGHWAY 23, 107 FEET NORTH OF THE CENTERLINE OF
 SN1413'THE HIGHWAY, 56 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.5 FEET
 SN1413'SOUTH OF TELEPHONE POLE NO. 5-78 WHICH IS BRACED BY TWO GUY WIRES, 1.5
 SN1413'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SN1413'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 16, R 88 W, T
 SN1413'152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1325 ***********************************************************************
 TF1325  DESIGNATION -  A 244
 TF1325  PID         -  TF1325
 TF1325  STATE/COUNTY-  ND/WARD
 TF1325  USGS QUAD   -  PLAZA (1980)
 TF1325
 TF1325                         *CURRENT SURVEY CONTROL
 TF1325  ___________________________________________________________________
 TF1325* NAD 83(1986)-  48 03 08.     (N)    101 54 02.     (W)     SCALED    
 TF1325* NAVD 88     -       639.017  (meters)    2096.51   (feet)  ADJUSTED  
 TF1325  ___________________________________________________________________
 TF1325  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TF1325  DYNAMIC HT  -         639.110 (meters)    2096.81  (feet)  COMP
 TF1325  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 TF1325
 TF1325  VERT ORDER  -  SECOND    CLASS 0
 TF1325
 TF1325.The horizontal coordinates were scaled from a topographic map and have
 TF1325.an estimated accuracy of +/- 6 seconds.
 TF1325
 TF1325.The orthometric height was determined by differential leveling
 TF1325.and adjusted by the National Geodetic Survey in June 1991..
 TF1325
 TF1325.The geoid height was determined by GEOID03.
 TF1325
 TF1325.The dynamic height is computed by dividing the NAVD 88
 TF1325.geopotential number by the normal gravity value computed on the
 TF1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1325.degrees latitude (g = 980.6199 gals.).
 TF1325
 TF1325.The modeled gravity was interpolated from observed gravity values.
 TF1325
 TF1325;                    North         East    Units  Estimated Accuracy
 TF1325;SPC ND N     -   117,940.      495,600.      MT  (+/- 180 meters Scaled)
 TF1325
 TF1325                          SUPERSEDED SURVEY CONTROL
 TF1325
 TF1325  NGVD 29 (??/??/92)  638.593  (m)         2095.12   (f) ADJ UNCH    2 0
 TF1325
 TF1325.Superseded values are not recommended for survey control.
 TF1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1325.See file dsdata.txt to determine how the superseded data were derived.
 TF1325
 TF1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU838261(NAD 83)
 TF1325_MARKER: DB = BENCH MARK DISK
 TF1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1325_STAMPING: A 244 1963
 TF1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1325+STABILITY: SURFACE MOTION
 TF1325
 TF1325  HISTORY     - Date     Condition        Report By
 TF1325  HISTORY     - 1963     MONUMENTED       CGS
 TF1325
 TF1325                          STATION DESCRIPTION
 TF1325
 TF1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1325'5.5 MI NE FROM PLAZA.
 TF1325'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1325'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1325'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES EAST
 TF1325'ALONG A COUNTY ROAD, 48.5 FEET EAST OF THE CENTER OF THE INTERSECTION
 TF1325'OF A NORTH-SOUTH ROAD, 40.0 FEET EAST OF THE CENTERLINE OF THE
 TF1325'NORTH-SOUTH ROAD, 27.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 TF1325'ROAD, 4.5 FEET NORTH OF A SIGN WHICH READS YIELD RIGHT OF WAY, 2.0
 TF1325'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TF1325'THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1325'0.6 FOOT, S 20, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0691 ***********************************************************************
 TG0691  DESIGNATION -  A 245
 TG0691  PID         -  TG0691
 TG0691  STATE/COUNTY-  ND/MOUNTRAIL
 TG0691  USGS QUAD   -  EPWORTH (1981)
 TG0691
 TG0691                         *CURRENT SURVEY CONTROL
 TG0691  ___________________________________________________________________
 TG0691* NAD 83(1986)-  48 04 51.     (N)    102 10 51.     (W)     SCALED    
 TG0691* NAVD 88     -       652.301  (meters)    2140.09   (feet)  ADJUSTED  
 TG0691  ___________________________________________________________________
 TG0691  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0691  DYNAMIC HT  -         652.399 (meters)    2140.41  (feet)  COMP
 TG0691  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 TG0691
 TG0691  VERT ORDER  -  SECOND    CLASS 0
 TG0691
 TG0691.The horizontal coordinates were scaled from a topographic map and have
 TG0691.an estimated accuracy of +/- 6 seconds.
 TG0691
 TG0691.The orthometric height was determined by differential leveling
 TG0691.and adjusted by the National Geodetic Survey in June 1991..
 TG0691
 TG0691.The geoid height was determined by GEOID03.
 TG0691
 TG0691.The dynamic height is computed by dividing the NAVD 88
 TG0691.geopotential number by the normal gravity value computed on the
 TG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0691.degrees latitude (g = 980.6199 gals.).
 TG0691
 TG0691.The modeled gravity was interpolated from observed gravity values.
 TG0691
 TG0691;                    North         East    Units  Estimated Accuracy
 TG0691;SPC ND N     -   121,540.      474,780.      MT  (+/- 180 meters Scaled)
 TG0691
 TG0691                          SUPERSEDED SURVEY CONTROL
 TG0691
 TG0691  NGVD 29 (??/??/92)  651.865  (m)         2138.66   (f) ADJ UNCH    2 0
 TG0691
 TG0691.Superseded values are not recommended for survey control.
 TG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0691.See file dsdata.txt to determine how the superseded data were derived.
 TG0691
 TG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP099291(NAD 83)
 TG0691_MARKER: DB = BENCH MARK DISK
 TG0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0691_STAMPING: A 245 1963
 TG0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0691+STABILITY: SURFACE MOTION
 TG0691
 TG0691  HISTORY     - Date     Condition        Report By
 TG0691  HISTORY     - 1963     MONUMENTED       CGS
 TG0691
 TG0691                          STATION DESCRIPTION
 TG0691
 TG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0691'11.1 MI NW FROM PARSHALL.
 TG0691'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0691'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0691'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0691'A GRAVELED COUNTY ROAD, THENCE 4.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0691'ROAD, 65.0 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD INTERSECTION,
 TG0691'49.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 40.5 FEET
 TG0691'NORTH OF THE CENTERLINE OF THE TRACK ROAD, 1.5 FEET SOUTH OF A METAL
 TG0691'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE
 TG0691'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 7, R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1300 ***********************************************************************
 TF1300  DESIGNATION -  A 246
 TF1300  PID         -  TF1300
 TF1300  STATE/COUNTY-  ND/WARD
 TF1300  USGS QUAD   -  PLAZA (1980)
 TF1300
 TF1300                         *CURRENT SURVEY CONTROL
 TF1300  ___________________________________________________________________
 TF1300* NAD 83(1986)-  48 07 28.     (N)    101 52 46.     (W)     SCALED    
 TF1300* NAVD 88     -       653.707  (meters)    2144.70   (feet)  ADJUSTED  
 TF1300  ___________________________________________________________________
 TF1300  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TF1300  DYNAMIC HT  -         653.805 (meters)    2145.03  (feet)  COMP
 TF1300  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 TF1300
 TF1300  VERT ORDER  -  SECOND    CLASS 0
 TF1300
 TF1300.The horizontal coordinates were scaled from a topographic map and have
 TF1300.an estimated accuracy of +/- 6 seconds.
 TF1300
 TF1300.The orthometric height was determined by differential leveling
 TF1300.and adjusted by the National Geodetic Survey in June 1991..
 TF1300
 TF1300.The geoid height was determined by GEOID03.
 TF1300
 TF1300.The dynamic height is computed by dividing the NAVD 88
 TF1300.geopotential number by the normal gravity value computed on the
 TF1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1300.degrees latitude (g = 980.6199 gals.).
 TF1300
 TF1300.The modeled gravity was interpolated from observed gravity values.
 TF1300
 TF1300;                    North         East    Units  Estimated Accuracy
 TF1300;SPC ND N     -   125,940.      497,320.      MT  (+/- 180 meters Scaled)
 TF1300
 TF1300                          SUPERSEDED SURVEY CONTROL
 TF1300
 TF1300  NGVD 29 (??/??/92)  653.278  (m)         2143.30   (f) ADJ UNCH    2 0
 TF1300
 TF1300.Superseded values are not recommended for survey control.
 TF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1300.See file dsdata.txt to determine how the superseded data were derived.
 TF1300
 TF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU857341(NAD 83)
 TF1300_MARKER: DB = BENCH MARK DISK
 TF1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1300_STAMPING: A 246 1963
 TF1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1300+STABILITY: SURFACE MOTION
 TF1300
 TF1300  HISTORY     - Date     Condition        Report By
 TF1300  HISTORY     - 1963     MONUMENTED       CGS
 TF1300
 TF1300                          STATION DESCRIPTION
 TF1300
 TF1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1300'11.5 MI NE FROM PLAZA.
 TF1300'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1300'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1300'7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.0 MILES EAST
 TF1300'ALONG A GRADED COUNTY ROAD, 39.0 FEET SOUTHEAST OF THE CENTER OF THE
 TF1300'INTERSECTION OF A NORTH-SOUTH ROAD, 33.0 FEET EAST OF THE CENTERLINE
 TF1300'OF THE NORTH-SOUTH ROAD, 20.5 FEET SOUTH OF THE CENTERLINE OF THE
 TF1300'GRADED COUNTY ROAD, 5.0 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET
 TF1300'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TF1300'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 33,
 TF1300'R 87 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0763 ***********************************************************************
 TG0763  DESIGNATION -  A 247
 TG0763  PID         -  TG0763
 TG0763  STATE/COUNTY-  ND/MOUNTRAIL
 TG0763  USGS QUAD   -  BLAISDELL (1981)
 TG0763
 TG0763                         *CURRENT SURVEY CONTROL
 TG0763  ___________________________________________________________________
 TG0763* NAD 83(1986)-  48 17 01.     (N)    102 04 24.     (W)     SCALED    
 TG0763* NAVD 88     -       653.334  (meters)    2143.48   (feet)  ADJUSTED  
 TG0763  ___________________________________________________________________
 TG0763  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG0763  DYNAMIC HT  -         653.438 (meters)    2143.82  (feet)  COMP
 TG0763  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 TG0763
 TG0763  VERT ORDER  -  SECOND    CLASS 0
 TG0763
 TG0763.The horizontal coordinates were scaled from a topographic map and have
 TG0763.an estimated accuracy of +/- 6 seconds.
 TG0763
 TG0763.The orthometric height was determined by differential leveling
 TG0763.and adjusted by the National Geodetic Survey in June 1991..
 TG0763
 TG0763.The geoid height was determined by GEOID03.
 TG0763
 TG0763.The dynamic height is computed by dividing the NAVD 88
 TG0763.geopotential number by the normal gravity value computed on the
 TG0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0763.degrees latitude (g = 980.6199 gals.).
 TG0763
 TG0763.The modeled gravity was interpolated from observed gravity values.
 TG0763
 TG0763;                    North         East    Units  Estimated Accuracy
 TG0763;SPC ND N     -   143,910.      483,250.      MT  (+/- 180 meters Scaled)
 TG0763
 TG0763                          SUPERSEDED SURVEY CONTROL
 TG0763
 TG0763  NGVD 29 (??/??/92)  652.893  (m)         2142.03   (f) ADJ UNCH    2 0
 TG0763
 TG0763.Superseded values are not recommended for survey control.
 TG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0763.See file dsdata.txt to determine how the superseded data were derived.
 TG0763
 TG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP171519(NAD 83)
 TG0763_MARKER: DB = BENCH MARK DISK
 TG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0763_STAMPING: A 247 1963
 TG0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0763+STABILITY: SURFACE MOTION
 TG0763
 TG0763  HISTORY     - Date     Condition        Report By
 TG0763  HISTORY     - 1963     MONUMENTED       CGS
 TG0763  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 TG0763
 TG0763                          STATION DESCRIPTION
 TG0763
 TG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0763'4.8 MI S FROM BLAISDELL.
 TG0763'ABOUT 4.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0763'STATION AT BLAISDELL, 68 FEET SOUTHWEST OF THE CENTER OF THE
 TG0763'INTERSECTION OF AN EAST-WEST ROAD, 48 FEET WEST OF THE CENTERLINE OF
 TG0763'THE NORTH-SOUTH ROAD, 44 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TG0763'ROAD, 5 FEET WEST OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET
 TG0763'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TG0763'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TG0763'FOOT, S 2, R 89 W, T 155 N.
 TG0763
 TG0763                          STATION RECOVERY (1982)
 TG0763
 TG0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TG0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1185 ***********************************************************************
 SN1185  DESIGNATION -  A 248
 SN1185  PID         -  SN1185
 SN1185  STATE/COUNTY-  ND/MCLEAN
 SN1185  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1185
 SN1185                         *CURRENT SURVEY CONTROL
 SN1185  ___________________________________________________________________
 SN1185* NAD 83(1986)-  47 44 46.     (N)    101 52 20.     (W)     SCALED    
 SN1185* NAVD 88     -       634.532  (meters)    2081.79   (feet)  ADJUSTED  
 SN1185  ___________________________________________________________________
 SN1185  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 SN1185  DYNAMIC HT  -         634.605 (meters)    2082.03  (feet)  COMP
 SN1185  MODELED GRAV-     980,704.6   (mgal)                       NAVD 88
 SN1185
 SN1185  VERT ORDER  -  SECOND    CLASS 0
 SN1185
 SN1185.The horizontal coordinates were scaled from a topographic map and have
 SN1185.an estimated accuracy of +/- 6 seconds.
 SN1185
 SN1185.The orthometric height was determined by differential leveling
 SN1185.and adjusted by the National Geodetic Survey in June 1991..
 SN1185
 SN1185.The geoid height was determined by GEOID03.
 SN1185
 SN1185.The dynamic height is computed by dividing the NAVD 88
 SN1185.geopotential number by the normal gravity value computed on the
 SN1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1185.degrees latitude (g = 980.6199 gals.).
 SN1185
 SN1185.The modeled gravity was interpolated from observed gravity values.
 SN1185
 SN1185;                    North         East    Units  Estimated Accuracy
 SN1185;SPC ND N     -    83,870.      497,110.      MT  (+/- 180 meters Scaled)
 SN1185
 SN1185                          SUPERSEDED SURVEY CONTROL
 SN1185
 SN1185  NGVD 29 (??/??/92)  634.112  (m)         2080.42   (f) ADJ UNCH    2 0
 SN1185
 SN1185.Superseded values are not recommended for survey control.
 SN1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1185.See file dsdata.txt to determine how the superseded data were derived.
 SN1185
 SN1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT847920(NAD 83)
 SN1185_MARKER: DB = BENCH MARK DISK
 SN1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1185_STAMPING: A 248 1963
 SN1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1185+STABILITY: SURFACE MOTION
 SN1185
 SN1185  HISTORY     - Date     Condition        Report By
 SN1185  HISTORY     - 1963     MONUMENTED       CGS
 SN1185  HISTORY     - 1974     GOOD             NGS
 SN1185
 SN1185                          STATION DESCRIPTION
 SN1185
 SN1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1185'1.65 MI W FROM ROSEGLEN.
 SN1185'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1185'MAIN STREET AT ROSEGLEN, 84 FEET SOUTHWEST OF THE CENTER OF THE
 SN1185'INTERSECTION OF A NORTH-SOUTH ROAD, 75 FEET SOUTH OF THE CENTERLINE OF
 SN1185'THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 6
 SN1185'FEET EAST OF TELEPHONE POLE NO. 2-45, 6.6 FEET WEST OF A FENCE CORNER,
 SN1185'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SN1185'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 12, R 88
 SN1185'W, T 149 N.
 SN1185
 SN1185                          STATION RECOVERY (1974)
 SN1185
 SN1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 SN1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0190 ***********************************************************************
 SN0190  DESIGNATION -  A 249
 SN0190  PID         -  SN0190
 SN0190  STATE/COUNTY-  ND/MCLEAN
 SN0190  USGS QUAD   -  TURTLE LAKE (1980)
 SN0190
 SN0190                         *CURRENT SURVEY CONTROL
 SN0190  ___________________________________________________________________
 SN0190* NAD 83(1986)-  47 30 08.     (N)    100 58 17.     (W)     SCALED    
 SN0190* NAVD 88     -       586.285  (meters)    1923.50   (feet)  ADJUSTED  
 SN0190  ___________________________________________________________________
 SN0190  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SN0190  DYNAMIC HT  -         586.341 (meters)    1923.69  (feet)  COMP
 SN0190  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SN0190
 SN0190  VERT ORDER  -  SECOND    CLASS 0
 SN0190
 SN0190.The horizontal coordinates were scaled from a topographic map and have
 SN0190.an estimated accuracy of +/- 6 seconds.
 SN0190
 SN0190.The orthometric height was determined by differential leveling
 SN0190.and adjusted by the National Geodetic Survey in June 1991..
 SN0190
 SN0190.The geoid height was determined by GEOID03.
 SN0190
 SN0190.The dynamic height is computed by dividing the NAVD 88
 SN0190.geopotential number by the normal gravity value computed on the
 SN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0190.degrees latitude (g = 980.6199 gals.).
 SN0190
 SN0190.The modeled gravity was interpolated from observed gravity values.
 SN0190
 SN0190;                    North         East    Units  Estimated Accuracy
 SN0190;SPC ND N     -    55,950.      564,490.      MT  (+/- 180 meters Scaled)
 SN0190
 SN0190                          SUPERSEDED SURVEY CONTROL
 SN0190
 SN0190  NGVD 29 (??/??/92)  585.88   (m)         1922.2    (f) COMPUTED    2 0
 SN0190
 SN0190.Superseded values are not recommended for survey control.
 SN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0190.See file dsdata.txt to determine how the superseded data were derived.
 SN0190
 SN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT515628(NAD 83)
 SN0190_MARKER: DB = BENCH MARK DISK
 SN0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0190_STAMPING: A 249 1963
 SN0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0190+STABILITY: SURFACE MOTION
 SN0190
 SN0190  HISTORY     - Date     Condition        Report By
 SN0190  HISTORY     - 1963     MONUMENTED       CGS
 SN0190
 SN0190                          STATION DESCRIPTION
 SN0190
 SN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0190'5.2 MI SW FROM TURTLE LAKE.
 SN0190'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET FROM THE RAILWAY STATION AT
 SN0190'TURTLE LAKE, THENCE 3.8 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 SN0190'THENCE 1.0 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, 51 FEET NORTHEAST
 SN0190'OF THE CENTER OF THE INTERSECTION OF A TRACK ROAD, 47 FEET EAST OF THE
 SN0190'CENTERLINE OF A NORTH-SOUTH ROAD, 18 FEET NORTH OF THE CENTERLINE OF
 SN0190'THE TRACK ROAD, 23.5 FEET SOUTH OF A POWER POLE BRACED BY TWO GUY
 SN0190'WIRES, 3.0 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL
 SN0190'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE
 SN0190'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1249 ***********************************************************************
 TF1249  DESIGNATION -  A 250
 TF1249  PID         -  TF1249
 TF1249  STATE/COUNTY-  ND/MOUNTRAIL
 TF1249  USGS QUAD   -  TAGUS (1980)
 TF1249
 TF1249                         *CURRENT SURVEY CONTROL
 TF1249  ___________________________________________________________________
 TF1249* NAD 83(1986)-  48 15 49.     (N)    101 57 43.     (W)     SCALED    
 TF1249* NAVD 88     -       643.219  (meters)    2110.29   (feet)  ADJUSTED  
 TF1249  ___________________________________________________________________
 TF1249  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TF1249  DYNAMIC HT  -         643.317 (meters)    2110.62  (feet)  COMP
 TF1249  MODELED GRAV-     980,741.6   (mgal)                       NAVD 88
 TF1249
 TF1249  VERT ORDER  -  SECOND    CLASS 0
 TF1249
 TF1249.The horizontal coordinates were scaled from a topographic map and have
 TF1249.an estimated accuracy of +/- 6 seconds.
 TF1249
 TF1249.The orthometric height was determined by differential leveling
 TF1249.and adjusted by the National Geodetic Survey in June 1991..
 TF1249
 TF1249.The geoid height was determined by GEOID03.
 TF1249
 TF1249.The dynamic height is computed by dividing the NAVD 88
 TF1249.geopotential number by the normal gravity value computed on the
 TF1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1249.degrees latitude (g = 980.6199 gals.).
 TF1249
 TF1249.The modeled gravity was interpolated from observed gravity values.
 TF1249
 TF1249;                    North         East    Units  Estimated Accuracy
 TF1249;SPC ND N     -   141,520.      491,470.      MT  (+/- 180 meters Scaled)
 TF1249
 TF1249                          SUPERSEDED SURVEY CONTROL
 TF1249
 TF1249  NGVD 29 (??/??/92)  642.781  (m)         2108.86   (f) ADJ UNCH    2 0
 TF1249
 TF1249.Superseded values are not recommended for survey control.
 TF1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1249.See file dsdata.txt to determine how the superseded data were derived.
 TF1249
 TF1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU801498(NAD 83)
 TF1249_MARKER: DB = BENCH MARK DISK
 TF1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1249_STAMPING: A 250 1963
 TF1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1249+STABILITY: SURFACE MOTION
 TF1249
 TF1249  HISTORY     - Date     Condition        Report By
 TF1249  HISTORY     - 1963     MONUMENTED       CGS
 TF1249  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 TF1249
 TF1249                          STATION DESCRIPTION
 TF1249
 TF1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1249'6.4 MI S FROM TAGUS.
 TF1249'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1249'TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 5.9 MILES
 TF1249'SOUTH ALONG A GRAVELED COUNTY ROAD, ON THE OUTSIDE OF A CURVE, 48 FEET
 TF1249'WEST OF THE CENTERLINE OF THE ROAD, 21 FEET SOUTH OF THE CENTERLINE OF
 TF1249'A FIELD TURNOUT, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TF1249'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1249'PROJECTING 0.6 FOOT, S 11, R 88 W, T 155 N.
 TF1249
 TF1249                          STATION RECOVERY (1982)
 TF1249
 TF1249'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TF1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0540 ***********************************************************************
 TG0540  DESIGNATION -  A 251
 TG0540  PID         -  TG0540
 TG0540  STATE/COUNTY-  ND/MOUNTRAIL
 TG0540  USGS QUAD   -  STANLEY (1981)
 TG0540
 TG0540                         *CURRENT SURVEY CONTROL
 TG0540  ___________________________________________________________________
 TG0540* NAD 83(1986)-  48 19 57.     (N)    102 23 50.     (W)     SCALED    
 TG0540* NAVD 88     -       698.490  (meters)    2291.63   (feet)  ADJUSTED  
 TG0540  ___________________________________________________________________
 TG0540  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0540  DYNAMIC HT  -         698.602 (meters)    2292.00  (feet)  COMP
 TG0540  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 TG0540
 TG0540  VERT ORDER  -  FIRST     CLASS II
 TG0540
 TG0540.The horizontal coordinates were scaled from a topographic map and have
 TG0540.an estimated accuracy of +/- 6 seconds.
 TG0540
 TG0540.The orthometric height was determined by differential leveling
 TG0540.and adjusted by the National Geodetic Survey in June 1991..
 TG0540
 TG0540.The geoid height was determined by GEOID03.
 TG0540
 TG0540.The dynamic height is computed by dividing the NAVD 88
 TG0540.geopotential number by the normal gravity value computed on the
 TG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0540.degrees latitude (g = 980.6199 gals.).
 TG0540
 TG0540.The modeled gravity was interpolated from observed gravity values.
 TG0540
 TG0540;                    North         East    Units  Estimated Accuracy
 TG0540;SPC ND N     -   149,880.      459,350.      MT  (+/- 180 meters Scaled)
 TG0540
 TG0540                          SUPERSEDED SURVEY CONTROL
 TG0540
 TG0540  NGVD 29 (??/??/92)  698.033  (m)         2290.13   (f) ADJ UNCH    1 2
 TG0540
 TG0540.Superseded values are not recommended for survey control.
 TG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0540.See file dsdata.txt to determine how the superseded data were derived.
 TG0540
 TG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP928565(NAD 83)
 TG0540_MARKER: DB = BENCH MARK DISK
 TG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0540_STAMPING: A 251 1963
 TG0540_MARK LOGO: CGS   
 TG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0540+STABILITY: SURFACE MOTION
 TG0540
 TG0540  HISTORY     - Date     Condition        Report By
 TG0540  HISTORY     - 1963     MONUMENTED       CGS
 TG0540  HISTORY     - 1981     GOOD             NGS
 TG0540
 TG0540                          STATION DESCRIPTION
 TG0540
 TG0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0540'0.9 MI N FROM STANLEY.
 TG0540'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0540'STANLEY, ABOUT 0.4 MILE NORTHWEST OF THE NORTH JUNCTION OF U.S.
 TG0540'HIGHWAY 2, ABOUT 165 YARDS SOUTH OF THE Y-JUNCTION OF A GRAVELED ROAD
 TG0540'LEADING SOUTH, ON THE OUTSIDE OF A CURVE, 103 FEET SOUTHWEST OF THE
 TG0540'CENTERLINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTERLINE OF THE
 TG0540'GRAVELED ROAD, 2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A
 TG0540'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 4 FEET BELOW THE
 TG0540'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0540'4 INCHES, S 16, R 91 W, T 156 N.
 TG0540
 TG0540                          STATION RECOVERY (1981)
 TG0540
 TG0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0846 ***********************************************************************
 TG0846  DESIGNATION -  A 252
 TG0846  PID         -  TG0846
 TG0846  STATE/COUNTY-  ND/WILLIAMS
 TG0846  USGS QUAD   -  TIOGA (1979)
 TG0846
 TG0846                         *CURRENT SURVEY CONTROL
 TG0846  ___________________________________________________________________
 TG0846* NAD 83(1986)-  48 23 32.     (N)    102 55 41.     (W)     SCALED    
 TG0846* NAVD 88     -       681.887  (meters)    2237.16   (feet)  ADJUSTED  
 TG0846  ___________________________________________________________________
 TG0846  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0846  DYNAMIC HT  -         681.978 (meters)    2237.46  (feet)  COMP
 TG0846  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 TG0846
 TG0846  VERT ORDER  -  FIRST     CLASS II
 TG0846
 TG0846.The horizontal coordinates were scaled from a topographic map and have
 TG0846.an estimated accuracy of +/- 6 seconds.
 TG0846
 TG0846.The orthometric height was determined by differential leveling
 TG0846.and adjusted by the National Geodetic Survey in June 1991..
 TG0846
 TG0846.The geoid height was determined by GEOID03.
 TG0846
 TG0846.The dynamic height is computed by dividing the NAVD 88
 TG0846.geopotential number by the normal gravity value computed on the
 TG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0846.degrees latitude (g = 980.6199 gals.).
 TG0846
 TG0846.The modeled gravity was interpolated from observed gravity values.
 TG0846
 TG0846;                    North         East    Units  Estimated Accuracy
 TG0846;SPC ND N     -   157,630.      420,220.      MT  (+/- 180 meters Scaled)
 TG0846
 TG0846                          SUPERSEDED SURVEY CONTROL
 TG0846
 TG0846  NGVD 29 (??/??/92)  681.391  (m)         2235.53   (f) ADJ UNCH    1 2
 TG0846
 TG0846.Superseded values are not recommended for survey control.
 TG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0846.See file dsdata.txt to determine how the superseded data were derived.
 TG0846
 TG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP533619(NAD 83)
 TG0846_MARKER: DB = BENCH MARK DISK
 TG0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0846_SP_SET: PIER
 TG0846_STAMPING: A 252 1963
 TG0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0846
 TG0846  HISTORY     - Date     Condition        Report By
 TG0846  HISTORY     - 1963     MONUMENTED       CGS
 TG0846
 TG0846                          STATION DESCRIPTION
 TG0846
 TG0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0846'IN TIOGA.
 TG0846'0.5 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0846'AT TIOGA, ABOUT 0.3 MILE WEST OF MILEPOST 81, SET VERTICALLY IN THE
 TG0846'EAST FACE OF THE EAST CONCRETE LEG OF THE SOUTH PIER UNDER THE STATE
 TG0846'HIGHWAY 40 OVERPASS, 42.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 TG0846'TRACK, 2.5 FEET ABOVE THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 TG0846'THE MAIN TRACK, S 26, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0806 ***********************************************************************
 SN0806  DESIGNATION -  A 253
 SN0806  PID         -  SN0806
 SN0806  STATE/COUNTY-  ND/WARD
 SN0806  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0806
 SN0806                         *CURRENT SURVEY CONTROL
 SN0806  ___________________________________________________________________
 SN0806* NAD 83(1986)-  47 51 47.     (N)    101 29 08.     (W)     SCALED    
 SN0806* NAVD 88     -       624.500  (meters)    2048.88   (feet)  ADJUSTED  
 SN0806  ___________________________________________________________________
 SN0806  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN0806  DYNAMIC HT  -         624.573 (meters)    2049.12  (feet)  COMP
 SN0806  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 SN0806
 SN0806  VERT ORDER  -  SECOND    CLASS 0
 SN0806
 SN0806.The horizontal coordinates were scaled from a topographic map and have
 SN0806.an estimated accuracy of +/- 6 seconds.
 SN0806
 SN0806.The orthometric height was determined by differential leveling
 SN0806.and adjusted by the National Geodetic Survey in June 1991..
 SN0806
 SN0806.The geoid height was determined by GEOID03.
 SN0806
 SN0806.The dynamic height is computed by dividing the NAVD 88
 SN0806.geopotential number by the normal gravity value computed on the
 SN0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0806.degrees latitude (g = 980.6199 gals.).
 SN0806
 SN0806.The modeled gravity was interpolated from observed gravity values.
 SN0806
 SN0806;                    North         East    Units  Estimated Accuracy
 SN0806;SPC ND N     -    96,430.      526,260.      MT  (+/- 180 meters Scaled)
 SN0806
 SN0806                          SUPERSEDED SURVEY CONTROL
 SN0806
 SN0806  NGVD 29 (??/??/92)  624.10   (m)         2047.6    (f) COMPUTED    2 0
 SN0806
 SN0806.Superseded values are not recommended for survey control.
 SN0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0806.See file dsdata.txt to determine how the superseded data were derived.
 SN0806
 SN0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU141040(NAD 83)
 SN0806_MARKER: DB = BENCH MARK DISK
 SN0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0806_STAMPING: A 253 1963
 SN0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0806+STABILITY: SURFACE MOTION
 SN0806
 SN0806  HISTORY     - Date     Condition        Report By
 SN0806  HISTORY     - 1963     MONUMENTED       CGS
 SN0806
 SN0806                          STATION DESCRIPTION
 SN0806
 SN0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0806'0.9 MI NE FROM DOUGLAS.
 SN0806'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0806'STATION AT DOUGLAS, THENCE 0.7 MILE EAST ALONG STATE HIGHWAY 53, 160
 SN0806'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SN0806'ROAD, 144 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 53 FEET EAST OF
 SN0806'THE CENTERLINE OF THE ROAD, 6.5 FEET EAST OF A POWER POLE BRACED BY 6
 SN0806'GUY WIRES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SN0806'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S
 SN0806'30, R 84 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0790 ***********************************************************************
 TG0790  DESIGNATION -  A 254
 TG0790  PID         -  TG0790
 TG0790  STATE/COUNTY-  ND/MOUNTRAIL
 TG0790  USGS QUAD   -  STANLEY (1981)
 TG0790
 TG0790                         *CURRENT SURVEY CONTROL
 TG0790  ___________________________________________________________________
 TG0790* NAD 83(1986)-  48 17 53.     (N)    102 27 40.     (W)     SCALED    
 TG0790* NAVD 88     -       698.543  (meters)    2291.80   (feet)  ADJUSTED  
 TG0790  ___________________________________________________________________
 TG0790  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0790  DYNAMIC HT  -         698.651 (meters)    2292.16  (feet)  COMP
 TG0790  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 TG0790
 TG0790  VERT ORDER  -  SECOND    CLASS 0
 TG0790
 TG0790.The horizontal coordinates were scaled from a topographic map and have
 TG0790.an estimated accuracy of +/- 6 seconds.
 TG0790
 TG0790.The orthometric height was determined by differential leveling
 TG0790.and adjusted by the National Geodetic Survey in June 1991..
 TG0790
 TG0790.The geoid height was determined by GEOID03.
 TG0790
 TG0790.The dynamic height is computed by dividing the NAVD 88
 TG0790.geopotential number by the normal gravity value computed on the
 TG0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0790.degrees latitude (g = 980.6199 gals.).
 TG0790
 TG0790.The modeled gravity was interpolated from observed gravity values.
 TG0790
 TG0790;                    North         East    Units  Estimated Accuracy
 TG0790;SPC ND N     -   146,170.      454,520.      MT  (+/- 180 meters Scaled)
 TG0790
 TG0790                          SUPERSEDED SURVEY CONTROL
 TG0790
 TG0790  NGVD 29 (??/??/92)  698.082  (m)         2290.29   (f) ADJ UNCH    2 0
 TG0790
 TG0790.Superseded values are not recommended for survey control.
 TG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0790.See file dsdata.txt to determine how the superseded data were derived.
 TG0790
 TG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP882525(NAD 83)
 TG0790_MARKER: DB = BENCH MARK DISK
 TG0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0790_STAMPING: A 254 1963
 TG0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0790+STABILITY: SURFACE MOTION
 TG0790
 TG0790  HISTORY     - Date     Condition        Report By
 TG0790  HISTORY     - 1963     MONUMENTED       CGS
 TG0790  HISTORY     - 1981     GOOD             NGS
 TG0790
 TG0790                          STATION DESCRIPTION
 TG0790
 TG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0790'4.4 MI SW FROM STANLEY.
 TG0790'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0790'AT STANLEY, THENCE 1.0 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, 62
 TG0790'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A TRACK ROAD, 42
 TG0790'FEET WEST OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTH OF THE
 TG0790'CENTERLINE OF THE TRACK ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TG0790'ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 TG0790'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 35, R 92 W, T 156 N.
 TG0790
 TG0790                          STATION RECOVERY (1981)
 TG0790
 TG0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0141 ***********************************************************************
 TG0141  DESIGNATION -  A 255
 TG0141  PID         -  TG0141
 TG0141  STATE/COUNTY-  ND/WARD
 TG0141  USGS QUAD   -  COULEE (1949)
 TG0141
 TG0141                         *CURRENT SURVEY CONTROL
 TG0141  ___________________________________________________________________
 TG0141* NAD 83(1986)-  48 32 48.     (N)    102 02 21.     (W)     SCALED    
 TG0141* NAVD 88     -       640.370  (meters)    2100.95   (feet)  ADJUSTED  
 TG0141  ___________________________________________________________________
 TG0141  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 TG0141  DYNAMIC HT  -         640.487 (meters)    2101.33  (feet)  COMP
 TG0141  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 TG0141
 TG0141  VERT ORDER  -  SECOND    CLASS 0
 TG0141
 TG0141.The horizontal coordinates were scaled from a topographic map and have
 TG0141.an estimated accuracy of +/- 6 seconds.
 TG0141
 TG0141.The orthometric height was determined by differential leveling
 TG0141.and adjusted by the National Geodetic Survey in June 1991..
 TG0141
 TG0141.The geoid height was determined by GEOID03.
 TG0141
 TG0141.The dynamic height is computed by dividing the NAVD 88
 TG0141.geopotential number by the normal gravity value computed on the
 TG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0141.degrees latitude (g = 980.6199 gals.).
 TG0141
 TG0141.The modeled gravity was interpolated from observed gravity values.
 TG0141
 TG0141;                    North         East    Units  Estimated Accuracy
 TG0141;SPC ND N     -   173,100.      486,370.      MT  (+/- 180 meters Scaled)
 TG0141
 TG0141                          SUPERSEDED SURVEY CONTROL
 TG0141
 TG0141  NGVD 29 (??/??/92)  639.962  (m)         2099.61   (f) ADJ UNCH    2 0
 TG0141
 TG0141.Superseded values are not recommended for survey control.
 TG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0141.See file dsdata.txt to determine how the superseded data were derived.
 TG0141
 TG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP185812(NAD 83)
 TG0141_MARKER: DB = BENCH MARK DISK
 TG0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0141_STAMPING: A 255 1963
 TG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0141+STABILITY: SURFACE MOTION
 TG0141
 TG0141  HISTORY     - Date     Condition        Report By
 TG0141  HISTORY     - 1963     MONUMENTED       CGS
 TG0141
 TG0141                          STATION DESCRIPTION
 TG0141
 TG0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0141'1.3 MI W FROM COULEE.
 TG0141'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0141'RAILWAY STATION AT COULEE, AT THE SOUTHEAST CORNER OF S 33, R 88 W, T
 TG0141'159 N, 191 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0141'GRAVELED ROAD LEADING NORTH AND A GRADED DIRT ROAD LEADING SOUTH, 187
 TG0141'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET WEST OF THE
 TG0141'CENTERLINE OF THE ROAD LEADING NORTH, 2 FEET SOUTH OF A TELEPHONE
 TG0141'POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET NORTH OF A METAL WITNESS
 TG0141'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0141'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1220 ***********************************************************************
 TE1220  DESIGNATION -  A 256
 TE1220  PID         -  TE1220
 TE1220  STATE/COUNTY-  ND/RAMSEY
 TE1220  USGS QUAD   -  PENN (1994)
 TE1220
 TE1220                         *CURRENT SURVEY CONTROL
 TE1220  ___________________________________________________________________
 TE1220* NAD 83(1986)-  48 13 10.     (N)    099 05 29.     (W)     SCALED    
 TE1220* NAVD 88     -       447.091  (meters)    1466.83   (feet)  ADJUSTED  
 TE1220  ___________________________________________________________________
 TE1220  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 TE1220  DYNAMIC HT  -         447.173 (meters)    1467.10  (feet)  COMP
 TE1220  MODELED GRAV-     980,781.5   (mgal)                       NAVD 88
 TE1220
 TE1220  VERT ORDER  -  FIRST     CLASS II
 TE1220
 TE1220.The horizontal coordinates were scaled from a topographic map and have
 TE1220.an estimated accuracy of +/- 6 seconds.
 TE1220
 TE1220.The orthometric height was determined by differential leveling
 TE1220.and adjusted by the National Geodetic Survey in June 1991..
 TE1220
 TE1220.The geoid height was determined by GEOID03.
 TE1220
 TE1220.The dynamic height is computed by dividing the NAVD 88
 TE1220.geopotential number by the normal gravity value computed on the
 TE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1220.degrees latitude (g = 980.6199 gals.).
 TE1220
 TE1220.The modeled gravity was interpolated from observed gravity values.
 TE1220
 TE1220;                    North         East    Units  Estimated Accuracy
 TE1220;SPC ND N     -   136,540.      704,660.      MT  (+/- 180 meters Scaled)
 TE1220
 TE1220                          SUPERSEDED SURVEY CONTROL
 TE1220
 TE1220  NGVD 29 (??/??/92)  446.723  (m)         1465.62   (f) ADJ UNCH    1 2
 TE1220
 TE1220.Superseded values are not recommended for survey control.
 TE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1220.See file dsdata.txt to determine how the superseded data were derived.
 TE1220
 TE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU932406(NAD 83)
 TE1220_MARKER: DB = BENCH MARK DISK
 TE1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1220_SP_SET: CONCRETE BLOCK
 TE1220_STAMPING: A 256 1963
 TE1220_MARK LOGO: CGS   
 TE1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1220
 TE1220  HISTORY     - Date     Condition        Report By
 TE1220  HISTORY     - 1963     MONUMENTED       CGS
 TE1220  HISTORY     - 1982     GOOD             NGS
 TE1220
 TE1220                          STATION DESCRIPTION
 TE1220
 TE1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1220'IN PENN.
 TE1220'AT PENN, IN S 25, R 66 W, T 155 N, ABOUT 8 39-FOOT RAILS NORTHWEST OF
 TE1220'THE WEST CORNER OF THE STATION, ABOUT 8 39-FOOT RAILS SOUTHEAST OF THE
 TE1220'CENTER OF A GRAVELED ROAD CROSSING, SET IN THE TOP OF A 2 X 2 FOOT
 TE1220'CONCRETE BLOCK THAT WAS ONCE USED AS THE BASE FOR THE NORTH LEG OF A
 TE1220'RAILWAY WATER TANK, 32.0 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 TE1220'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 TE1220
 TE1220                          STATION RECOVERY (1982)
 TE1220
 TE1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1220'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1220'20.4 KM (12.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TE1220'FROM THE STATION IN DEVILS LAKE, 78.8 METERS (259.0 FT) SOUTHEAST OF
 TE1220'THE CENTER OF COUNTY ROAD 2, 9.7 METERS (32.0 FT) NORTHEAST OF THE
 TE1220'NORTHEAST RAIL, 31.6 METERS (104.0 FT) SOUTHWEST OF THE CENTER OF A
 TE1220'GRAVEL ROAD ON THE NORTHEAST SIDE OF THE TRACKS AND T JUNCTION, AND
 TE1220'14.3 METERS (47.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 TE1220'RAILROAD TELEPHONE BOOTH.
 TE1220'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 TE1220'THE MARK IS 0.6 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0682 ***********************************************************************
 TE0682  DESIGNATION -  A 257
 TE0682  PID         -  TE0682
 TE0682  STATE/COUNTY-  ND/RAMSEY
 TE0682  USGS QUAD   -  CRARY (1994)
 TE0682
 TE0682                         *CURRENT SURVEY CONTROL
 TE0682  ___________________________________________________________________
 TE0682* NAD 83(1986)-  48 05 21.     (N)    098 43 25.     (W)     SCALED    
 TE0682* NAVD 88     -       452.702  (meters)    1485.24   (feet)  ADJUSTED  
 TE0682  ___________________________________________________________________
 TE0682  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 TE0682  DYNAMIC HT  -         452.779 (meters)    1485.49  (feet)  COMP
 TE0682  MODELED GRAV-     980,766.7   (mgal)                       NAVD 88
 TE0682
 TE0682  VERT ORDER  -  FIRST     CLASS II
 TE0682
 TE0682.The horizontal coordinates were scaled from a topographic map and have
 TE0682.an estimated accuracy of +/- 6 seconds.
 TE0682
 TE0682.The orthometric height was determined by differential leveling
 TE0682.and adjusted by the National Geodetic Survey in June 1991..
 TE0682
 TE0682.The geoid height was determined by GEOID03.
 TE0682
 TE0682.The dynamic height is computed by dividing the NAVD 88
 TE0682.geopotential number by the normal gravity value computed on the
 TE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0682.degrees latitude (g = 980.6199 gals.).
 TE0682
 TE0682.The modeled gravity was interpolated from observed gravity values.
 TE0682
 TE0682;                    North         East    Units  Estimated Accuracy
 TE0682;SPC ND N     -   122,620.      732,320.      MT  (+/- 180 meters Scaled)
 TE0682
 TE0682                          SUPERSEDED SURVEY CONTROL
 TE0682
 TE0682  NGVD 29 (??/??/92)  452.326  (m)         1484.01   (f) ADJ UNCH    1 2
 TE0682
 TE0682.Superseded values are not recommended for survey control.
 TE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0682.See file dsdata.txt to determine how the superseded data were derived.
 TE0682
 TE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU205262(NAD 83)
 TE0682_MARKER: DB = BENCH MARK DISK
 TE0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0682_STAMPING: A 257 1963
 TE0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0682+STABILITY: SURFACE MOTION
 TE0682
 TE0682  HISTORY     - Date     Condition        Report By
 TE0682  HISTORY     - 1963     MONUMENTED       CGS
 TE0682
 TE0682                          STATION DESCRIPTION
 TE0682
 TE0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0682'6.4 MI E FROM DEVILS LAKE.
 TE0682'ABOUT 6.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0682'AT DEVILS LAKE, OR 4.3 MILES NORTHWEST ALONG THE GREAT NORTHERN
 TE0682'RAILWAY FROM THE STATION AT CRARY, IN S 11, R 63 W, T 153 N, ABOUT 0.2
 TE0682'MILE EAST OF MILEPOST 79, 62.5 FEET NORTHEAST OF THE CENTER OF A
 TE0682'GRAVELED ROAD CROSSING, 47.7 FEET NORTH OF THE NORTH RAIL, 50 FEET
 TE0682'EAST OF THE CENTERLINE OF THE ROAD, 4.0 FEET WEST OF A TELEGRAPH POLE
 TE0682'AND IN LINE WITH A ROW OF POLES, 1.5 FEET EAST OF A METAL WITNESS
 TE0682'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0682'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0332 ***********************************************************************
 TE0332  DESIGNATION -  A 258
 TE0332  PID         -  TE0332
 TE0332  STATE/COUNTY-  ND/NELSON
 TE0332  USGS QUAD   -  LAKOTA (1983)
 TE0332
 TE0332                         *CURRENT SURVEY CONTROL
 TE0332  ___________________________________________________________________
 TE0332* NAD 83(1986)-  48 04 44.     (N)    098 21 23.     (W)     SCALED    
 TE0332* NAVD 88     -       460.879  (meters)    1512.07   (feet)  ADJUSTED  
 TE0332  ___________________________________________________________________
 TE0332  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 TE0332  DYNAMIC HT  -         460.956 (meters)    1512.32  (feet)  COMP
 TE0332  MODELED GRAV-     980,763.6   (mgal)                       NAVD 88
 TE0332
 TE0332  VERT ORDER  -  SECOND    CLASS 0
 TE0332
 TE0332.The horizontal coordinates were scaled from a topographic map and have
 TE0332.an estimated accuracy of +/- 6 seconds.
 TE0332
 TE0332.The orthometric height was determined by differential leveling
 TE0332.and adjusted by the National Geodetic Survey in June 1991..
 TE0332
 TE0332.The geoid height was determined by GEOID03.
 TE0332
 TE0332.The dynamic height is computed by dividing the NAVD 88
 TE0332.geopotential number by the normal gravity value computed on the
 TE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0332.degrees latitude (g = 980.6199 gals.).
 TE0332
 TE0332.The modeled gravity was interpolated from observed gravity values.
 TE0332
 TE0332;                    North         East    Units  Estimated Accuracy
 TE0332;SPC ND N     -   122,180.      759,690.      MT  (+/- 180 meters Scaled)
 TE0332
 TE0332                          SUPERSEDED SURVEY CONTROL
 TE0332
 TE0332  NGVD 29 (??/??/92)  460.506  (m)         1510.84   (f) ADJ UNCH    2 0
 TE0332
 TE0332.Superseded values are not recommended for survey control.
 TE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0332.See file dsdata.txt to determine how the superseded data were derived.
 TE0332
 TE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU479252(NAD 83)
 TE0332_MARKER: DB = BENCH MARK DISK
 TE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0332_STAMPING: A 258 1963
 TE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0332+STABILITY: SURFACE MOTION
 TE0332
 TE0332  HISTORY     - Date     Condition        Report By
 TE0332  HISTORY     - 1963     MONUMENTED       CGS
 TE0332
 TE0332                          STATION DESCRIPTION
 TE0332
 TE0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0332'2.8 MI N FROM LAKOTA.
 TE0332'2.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0332'JUNCTION AT LAKOTA, IN S 10, R 60 W, T 153 N, ABOUT 0.2 MILE SOUTH OF
 TE0332'MILEPOST 3, 137.5 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 TE0332'CROSSING, 125.0 FEET EAST OF THE EAST RAIL, 57.5 FEET NORTH OF THE
 TE0332'CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A
 TE0332'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TE0332'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0370 ***********************************************************************
 TE0370  DESIGNATION -  A 259
 TE0370  PID         -  TE0370
 TE0370  STATE/COUNTY-  ND/RAMSEY
 TE0370  USGS QUAD   -  EDMORE (1972)
 TE0370
 TE0370                         *CURRENT SURVEY CONTROL
 TE0370  ___________________________________________________________________
 TE0370* NAD 83(1986)-  48 26 01.     (N)    098 29 30.     (W)     SCALED    
 TE0370* NAVD 88     -       462.115  (meters)    1516.12   (feet)  ADJUSTED  
 TE0370  ___________________________________________________________________
 TE0370  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0370  DYNAMIC HT  -         462.205 (meters)    1516.42  (feet)  COMP
 TE0370  MODELED GRAV-     980,793.3   (mgal)                       NAVD 88
 TE0370
 TE0370  VERT ORDER  -  SECOND    CLASS 0
 TE0370
 TE0370.The horizontal coordinates were scaled from a topographic map and have
 TE0370.an estimated accuracy of +/- 6 seconds.
 TE0370
 TE0370.The orthometric height was determined by differential leveling
 TE0370.and adjusted by the National Geodetic Survey in June 1991..
 TE0370
 TE0370.The geoid height was determined by GEOID03.
 TE0370
 TE0370.The dynamic height is computed by dividing the NAVD 88
 TE0370.geopotential number by the normal gravity value computed on the
 TE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0370.degrees latitude (g = 980.6199 gals.).
 TE0370
 TE0370.The modeled gravity was interpolated from observed gravity values.
 TE0370
 TE0370;                    North         East    Units  Estimated Accuracy
 TE0370;SPC ND N     -   161,330.      748,590.      MT  (+/- 180 meters Scaled)
 TE0370
 TE0370                          SUPERSEDED SURVEY CONTROL
 TE0370
 TE0370  NGVD 29 (??/??/92)  461.736  (m)         1514.88   (f) ADJ UNCH    2 0
 TE0370
 TE0370.Superseded values are not recommended for survey control.
 TE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0370.See file dsdata.txt to determine how the superseded data were derived.
 TE0370
 TE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU376646(NAD 83)
 TE0370_MARKER: DB = BENCH MARK DISK
 TE0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0370_STAMPING: A 259 1963
 TE0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0370+STABILITY: SURFACE MOTION
 TE0370
 TE0370  HISTORY     - Date     Condition        Report By
 TE0370  HISTORY     - 1963     MONUMENTED       CGS
 TE0370
 TE0370                          STATION DESCRIPTION
 TE0370
 TE0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0370'2.3 MI NW FROM EDMORE.
 TE0370'2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0370'AT EDMORE, IN S 11, R 61 W, T 157 N, ABOUT 0.3 MILE NORTHWEST OF
 TE0370'MILEPOST 29, AT A NORTH-SOUTH GRAVELED ROAD CROSSING, 75.1 FEET
 TE0370'NORTHEAST OF THE NORTHEAST RAIL, 69.0 FEET EAST OF THE CENTERLINE OF
 TE0370'THE ROAD, 45.0 FEET NORTH OF A POWER POLE, 10.5 FEET NORTH OF A FENCE
 TE0370'CORNER, 3.0 FEET WEST OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS
 TE0370'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0370'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0026 ***********************************************************************
 QR0026  DESIGNATION -  A 26
 QR0026  PID         -  QR0026
 QR0026  STATE/COUNTY-  ND/DICKEY
 QR0026  USGS QUAD   -  HECLA (1956)
 QR0026
 QR0026                         *CURRENT SURVEY CONTROL
 QR0026  ___________________________________________________________________
 QR0026* NAD 83(1986)-  45 57 53.     (N)    098 07 39.     (W)     SCALED    
 QR0026* NAVD 88     -       395.200  (meters)    1296.59   (feet)  ADJUSTED  
 QR0026  ___________________________________________________________________
 QR0026  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 QR0026  DYNAMIC HT  -         395.186 (meters)    1296.54  (feet)  COMP
 QR0026  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 QR0026
 QR0026  VERT ORDER  -  FIRST     CLASS II
 QR0026
 QR0026.The horizontal coordinates were scaled from a topographic map and have
 QR0026.an estimated accuracy of +/- 6 seconds.
 QR0026
 QR0026.The orthometric height was determined by differential leveling
 QR0026.and adjusted by the National Geodetic Survey in June 1991..
 QR0026
 QR0026.The geoid height was determined by GEOID03.
 QR0026
 QR0026.The dynamic height is computed by dividing the NAVD 88
 QR0026.geopotential number by the normal gravity value computed on the
 QR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0026.degrees latitude (g = 980.6199 gals.).
 QR0026
 QR0026.The modeled gravity was interpolated from observed gravity values.
 QR0026
 QR0026;                    North         East    Units  Estimated Accuracy
 QR0026;SPC ND S     -    35,910.      783,880.      MT  (+/- 180 meters Scaled)
 QR0026
 QR0026                          SUPERSEDED SURVEY CONTROL
 QR0026
 QR0026  NGVD 29 (??/??/92)  394.880  (m)         1295.54   (f) ADJ UNCH    1 2
 QR0026
 QR0026.Superseded values are not recommended for survey control.
 QR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0026.See file dsdata.txt to determine how the superseded data were derived.
 QR0026
 QR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR676904(NAD 83)
 QR0026_MARKER: DB = BENCH MARK DISK
 QR0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QR0026_STAMPING: A 26 1934
 QR0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0026+STABILITY: SURFACE MOTION
 QR0026
 QR0026  HISTORY     - Date     Condition        Report By
 QR0026  HISTORY     - 1934     MONUMENTED       CGS
 QR0026  HISTORY     - 1941     GOOD             NGS
 QR0026
 QR0026                          STATION DESCRIPTION
 QR0026
 QR0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 QR0026'3 MI S FROM LUDDEN.
 QR0026'3.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0026'THE STATION AT LUDDEN, DICKEY COUNTY, AT MILEPOST 123, AT A ROAD
 QR0026'CROSSING, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 QR0026'50 FEET EAST OF THE CENTER LINE OF THE TRACK, INSIDE THE RIGHT-OF-WAY
 QR0026'FENCE CORNER, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0026'DISK, STAMPED A 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0673 ***********************************************************************
 TE0673  DESIGNATION -  A 260
 TE0673  PID         -  TE0673
 TE0673  STATE/COUNTY-  ND/RAMSEY
 TE0673  USGS QUAD   -  DOYON (1971)
 TE0673
 TE0673                         *CURRENT SURVEY CONTROL
 TE0673  ___________________________________________________________________
 TE0673* NAD 83(1986)-  48 03 00.     (N)    098 35 43.     (W)     SCALED    
 TE0673* NAVD 88     -       459.135  (meters)    1506.35   (feet)  ADJUSTED  
 TE0673  ___________________________________________________________________
 TE0673  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0673  DYNAMIC HT  -         459.207 (meters)    1506.58  (feet)  COMP
 TE0673  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TE0673
 TE0673  VERT ORDER  -  FIRST     CLASS II
 TE0673
 TE0673.The horizontal coordinates were scaled from a topographic map and have
 TE0673.an estimated accuracy of +/- 6 seconds.
 TE0673
 TE0673.The orthometric height was determined by differential leveling
 TE0673.and adjusted by the National Geodetic Survey in June 1991..
 TE0673
 TE0673.The geoid height was determined by GEOID03.
 TE0673
 TE0673.The dynamic height is computed by dividing the NAVD 88
 TE0673.geopotential number by the normal gravity value computed on the
 TE0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0673.degrees latitude (g = 980.6199 gals.).
 TE0673
 TE0673.The modeled gravity was interpolated from observed gravity values.
 TE0673
 TE0673;                    North         East    Units  Estimated Accuracy
 TE0673;SPC ND N     -   118,500.      741,980.      MT  (+/- 180 meters Scaled)
 TE0673
 TE0673                          SUPERSEDED SURVEY CONTROL
 TE0673
 TE0673  NGVD 29 (??/??/92)  458.750  (m)         1505.08   (f) ADJ UNCH    1 2
 TE0673
 TE0673.Superseded values are not recommended for survey control.
 TE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0673.See file dsdata.txt to determine how the superseded data were derived.
 TE0673
 TE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU301219(NAD 83)
 TE0673_MARKER: DB = BENCH MARK DISK
 TE0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0673_STAMPING: A 260 1963
 TE0673_MARK LOGO: CGS   
 TE0673_PROJECTION: FLUSH
 TE0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0673+STABILITY: SURFACE MOTION
 TE0673
 TE0673  HISTORY     - Date     Condition        Report By
 TE0673  HISTORY     - 1963     MONUMENTED       CGS
 TE0673  HISTORY     - 1982     GOOD             NGS
 TE0673
 TE0673                          STATION DESCRIPTION
 TE0673
 TE0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0673'2.9 MI SE FROM CRARY.
 TE0673'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0673'AT CRARY, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN S 27, R 62
 TE0673'W, T 153 N, 108.5 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 TE0673'U.S. HIGHWAY 2, 103.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 TE0673'37.0 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 2.0 FEET SOUTH
 TE0673'OF A POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 TE0673'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0673'PROJECTING 5 INCHES.
 TE0673
 TE0673                          STATION RECOVERY (1982)
 TE0673
 TE0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0673'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0673'20.15 KM (12.45 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE0673'COUNTY ROAD 1 IN LAKOTA, TO A GRAVEL ROAD CROSSING, 30.4 METERS
 TE0673'(100.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 TE0673'HIGHWAY, 11.2 METERS (37.0 FT) WEST OF THE CENTER OF THE GRAVEL ROAD,
 TE0673'3.3 METERS (11.0 FT) NORTHEAST OF THE TELEPHONE JUNCTION BOX, AND
 TE0673'0.6 METER (2.0 FT) SOUTH OF A POWERPOLE.
 TE0673'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 TE0673'THE MARK IS 1.2 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0362 ***********************************************************************
 SL0362  DESIGNATION -  A 261
 SL0362  PID         -  SL0362
 SL0362  STATE/COUNTY-  ND/GRAND FORKS
 SL0362  USGS QUAD   -  GRAND FORKS (1994)
 SL0362
 SL0362                         *CURRENT SURVEY CONTROL
 SL0362  ___________________________________________________________________
 SL0362* NAD 83(1986)-  47 55 19.     (N)    097 02 03.     (W)     SCALED    
 SL0362* NAVD 88     -       255.206  (meters)     837.29   (feet)  ADJUSTED  
 SL0362  ___________________________________________________________________
 SL0362  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL0362  DYNAMIC HT  -         255.255 (meters)     837.45  (feet)  COMP
 SL0362  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 SL0362
 SL0362  VERT ORDER  -  FIRST     CLASS II
 SL0362
 SL0362.The horizontal coordinates were scaled from a topographic map and have
 SL0362.an estimated accuracy of +/- 6 seconds.
 SL0362
 SL0362.The orthometric height was determined by differential leveling
 SL0362.and adjusted by the National Geodetic Survey in June 1991..
 SL0362
 SL0362.The geoid height was determined by GEOID03.
 SL0362
 SL0362.The dynamic height is computed by dividing the NAVD 88
 SL0362.geopotential number by the normal gravity value computed on the
 SL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0362.degrees latitude (g = 980.6199 gals.).
 SL0362
 SL0362.The modeled gravity was interpolated from observed gravity values.
 SL0362
 SL0362;                    North         East    Units  Estimated Accuracy
 SL0362;SPC ND N     -   108,330.      858,930.      MT  (+/- 180 meters Scaled)
 SL0362
 SL0362                          SUPERSEDED SURVEY CONTROL
 SL0362
 SL0362  NGVD 29 (??/??/92)  254.876  (m)          836.21   (f) ADJ UNCH    1 2
 SL0362
 SL0362.Superseded values are not recommended for survey control.
 SL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0362.See file dsdata.txt to determine how the superseded data were derived.
 SL0362
 SL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU468094(NAD 83)
 SL0362_MARKER: DB = BENCH MARK DISK
 SL0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0362_SP_SET: BUILDING
 SL0362_STAMPING: A 261 1963
 SL0362_MARK LOGO: CGS   
 SL0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0362
 SL0362  HISTORY     - Date     Condition        Report By
 SL0362  HISTORY     - 1963     MONUMENTED       CGS
 SL0362  HISTORY     - 1982     GOOD             NGS
 SL0362
 SL0362                          STATION DESCRIPTION
 SL0362
 SL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0362'IN GRAND FORKS.
 SL0362'AT GRAND FORKS, IN S 3, R 50 W, T 151 N, SET VERTICALLY IN THE
 SL0362'SOUTHEAST FACE OF THE SANDSTONE BLOCK WALL AT THE NORTHEAST CORNER OF
 SL0362'THE GREAT NORTHERN RAILWAY STATION, 1.0 FOOT SOUTHWEST OF THE
 SL0362'NORTHEAST CORNER OF THE BUILDING, 115.0 FEET NORTHEAST OF BENCH MARK K
 SL0362'WHICH IS A COPPER BOLT, 2.6 FEET ABOVE THE GROUND, AND ABOUT 2 FEET
 SL0362'BELOW THE LEVEL OF THE TRACK.
 SL0362
 SL0362                          STATION RECOVERY (1982)
 SL0362
 SL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0362'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY STATION, ADD
 SL0362'BURLINGTON NORTHERN RAILWAY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0395 ***********************************************************************
 SL0395  DESIGNATION -  A 262
 SL0395  PID         -  SL0395
 SL0395  STATE/COUNTY-  ND/GRAND FORKS
 SL0395  USGS QUAD   -  EMERADO (1979)
 SL0395
 SL0395                         *CURRENT SURVEY CONTROL
 SL0395  ___________________________________________________________________
 SL0395* NAD 83(1986)-  47 55 08.     (N)    097 20 33.     (W)     SCALED    
 SL0395* NAVD 88     -       269.409  (meters)     883.89   (feet)  ADJUSTED  
 SL0395  ___________________________________________________________________
 SL0395  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 SL0395  DYNAMIC HT  -         269.455 (meters)     884.04  (feet)  COMP
 SL0395  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 SL0395
 SL0395  VERT ORDER  -  FIRST     CLASS II
 SL0395
 SL0395.The horizontal coordinates were scaled from a topographic map and have
 SL0395.an estimated accuracy of +/- 6 seconds.
 SL0395
 SL0395.The orthometric height was determined by differential leveling
 SL0395.and adjusted by the National Geodetic Survey in June 1991..
 SL0395.WARNING-Repeat measurements at this control monument indicate possible
 SL0395.vertical movement.
 SL0395
 SL0395.The geoid height was determined by GEOID03.
 SL0395
 SL0395.The dynamic height is computed by dividing the NAVD 88
 SL0395.geopotential number by the normal gravity value computed on the
 SL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0395.degrees latitude (g = 980.6199 gals.).
 SL0395
 SL0395.The modeled gravity was interpolated from observed gravity values.
 SL0395
 SL0395;                    North         East    Units  Estimated Accuracy
 SL0395;SPC ND N     -   107,000.      835,920.      MT  (+/- 180 meters Scaled)
 SL0395
 SL0395                          SUPERSEDED SURVEY CONTROL
 SL0395
 SL0395  NGVD 29 (??/??/92)  269.055  (m)          882.72   (f) ADJ UNCH    1 2
 SL0395
 SL0395.Superseded values are not recommended for survey control.
 SL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0395.See file dsdata.txt to determine how the superseded data were derived.
 SL0395
 SL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU238086(NAD 83)
 SL0395_MARKER: DB = BENCH MARK DISK
 SL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0395_STAMPING: A 262 1963
 SL0395_MARK LOGO: CGS   
 SL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0395+STABILITY: SURFACE MOTION
 SL0395
 SL0395  HISTORY     - Date     Condition        Report By
 SL0395  HISTORY     - 1963     MONUMENTED       CGS
 SL0395  HISTORY     - 1981     GOOD             NGS
 SL0395
 SL0395                          STATION DESCRIPTION
 SL0395
 SL0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0395'1.25 MI E FROM EMERADO.
 SL0395'ABOUT 1.25 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0395'STATION AT EMERADO, IN S 5, R 52 W, T 151 N, 112 FEET SOUTH ACROSS THE
 SL0395'TRACK FROM MILEPOST 11, 53 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 SL0395'COUNTY ROAD, 41.5 FEET SOUTH OF THE SOUTH RAIL, 6.0 FEET WEST OF A
 SL0395'TELEPHONE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 SL0395'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SL0395'PROJECTING 0.5 FOOT.
 SL0395
 SL0395                          STATION RECOVERY (1981)
 SL0395
 SL0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0395'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0395'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0816 ***********************************************************************
 SL0816  DESIGNATION -  A 263
 SL0816  PID         -  SL0816
 SL0816  STATE/COUNTY-  ND/GRAND FORKS
 SL0816  USGS QUAD   -  LARIMORE WEST (1963)
 SL0816
 SL0816                         *CURRENT SURVEY CONTROL
 SL0816  ___________________________________________________________________
 SL0816* NAD 83(1986)-  47 55 32.     (N)    097 40 14.     (W)     SCALED    
 SL0816* NAVD 88     -       345.599  (meters)    1133.85   (feet)  ADJUSTED  
 SL0816  ___________________________________________________________________
 SL0816  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 SL0816  DYNAMIC HT  -         345.657 (meters)    1134.04  (feet)  COMP
 SL0816  MODELED GRAV-     980,767.9   (mgal)                       NAVD 88
 SL0816
 SL0816  VERT ORDER  -  FIRST     CLASS II
 SL0816
 SL0816.The horizontal coordinates were scaled from a topographic map and have
 SL0816.an estimated accuracy of +/- 6 seconds.
 SL0816
 SL0816.The orthometric height was determined by differential leveling
 SL0816.and adjusted by the National Geodetic Survey in June 1991..
 SL0816
 SL0816.The geoid height was determined by GEOID03.
 SL0816
 SL0816.The dynamic height is computed by dividing the NAVD 88
 SL0816.geopotential number by the normal gravity value computed on the
 SL0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0816.degrees latitude (g = 980.6199 gals.).
 SL0816
 SL0816.The modeled gravity was interpolated from observed gravity values.
 SL0816
 SL0816;                    North         East    Units  Estimated Accuracy
 SL0816;SPC ND N     -   106,790.      811,390.      MT  (+/- 180 meters Scaled)
 SL0816
 SL0816                          SUPERSEDED SURVEY CONTROL
 SL0816
 SL0816  NGVD 29 (??/??/92)  345.239  (m)         1132.67   (f) ADJ UNCH    1 2
 SL0816
 SL0816.Superseded values are not recommended for survey control.
 SL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0816.See file dsdata.txt to determine how the superseded data were derived.
 SL0816
 SL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU993088(NAD 83)
 SL0816_MARKER: DB = BENCH MARK DISK
 SL0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0816_STAMPING: A 263 1963
 SL0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0816+STABILITY: SURFACE MOTION
 SL0816
 SL0816  HISTORY     - Date     Condition        Report By
 SL0816  HISTORY     - 1963     MONUMENTED       CGS
 SL0816  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0816
 SL0816                          STATION DESCRIPTION
 SL0816
 SL0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0816'2.65 MI NW FROM LARIMORE.
 SL0816'ABOUT 2.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0816'STATION AT LARIMORE, IN S 3, R 55 W, T 151 N, 42.0 FEET NORTH OF THE
 SL0816'NORTH RAIL, 24.5 FEET NORTH OF MILEPOST 27, 5.0 FEET EAST OF TELEGRAPH
 SL0816'POLE NO. E 22 WHICH IS BRACED BY A GUY WIRE, 1.5 FEET WEST OF A METAL
 SL0816'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SL0816'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0816
 SL0816                          STATION RECOVERY (1982)
 SL0816
 SL0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0816'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0380 ***********************************************************************
 TE0380  DESIGNATION -  A 264
 TE0380  PID         -  TE0380
 TE0380  STATE/COUNTY-  ND/NELSON
 TE0380  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0380
 TE0380                         *CURRENT SURVEY CONTROL
 TE0380  ___________________________________________________________________
 TE0380* NAD 83(1986)-  48 01 25.     (N)    098 07 14.     (W)     SCALED    
 TE0380* NAVD 88     -       464.135  (meters)    1522.75   (feet)  ADJUSTED  
 TE0380  ___________________________________________________________________
 TE0380  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE0380  DYNAMIC HT  -         464.214 (meters)    1523.01  (feet)  COMP
 TE0380  MODELED GRAV-     980,768.5   (mgal)                       NAVD 88
 TE0380
 TE0380  VERT ORDER  -  FIRST     CLASS II
 TE0380
 TE0380.The horizontal coordinates were scaled from a topographic map and have
 TE0380.an estimated accuracy of +/- 6 seconds.
 TE0380
 TE0380.The orthometric height was determined by differential leveling
 TE0380.and adjusted by the National Geodetic Survey in June 1991..
 TE0380
 TE0380.The geoid height was determined by GEOID03.
 TE0380
 TE0380.The dynamic height is computed by dividing the NAVD 88
 TE0380.geopotential number by the normal gravity value computed on the
 TE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0380.degrees latitude (g = 980.6199 gals.).
 TE0380
 TE0380.The modeled gravity was interpolated from observed gravity values.
 TE0380
 TE0380;                    North         East    Units  Estimated Accuracy
 TE0380;SPC ND N     -   116,550.      777,450.      MT  (+/- 180 meters Scaled)
 TE0380
 TE0380                          SUPERSEDED SURVEY CONTROL
 TE0380
 TE0380  NGVD 29 (??/??/92)  463.760  (m)         1521.52   (f) ADJ UNCH    1 2
 TE0380
 TE0380.Superseded values are not recommended for survey control.
 TE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0380.See file dsdata.txt to determine how the superseded data were derived.
 TE0380
 TE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU655192(NAD 83)
 TE0380_MARKER: DB = BENCH MARK DISK
 TE0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0380_SP_SET: FOUNDATION
 TE0380_STAMPING: A 264 1963
 TE0380_MARK LOGO: CGS   
 TE0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0380
 TE0380  HISTORY     - Date     Condition        Report By
 TE0380  HISTORY     - 1963     MONUMENTED       CGS
 TE0380  HISTORY     - 1982     GOOD             NGS
 TE0380
 TE0380                          STATION DESCRIPTION
 TE0380
 TE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0380'IN MICHIGAN.
 TE0380'AT MICHIGAN, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 TE0380'FOUNDATION SUPPORTING A GRAIN DRYER AT THE MICHIGAN FARMERS ELEVATOR
 TE0380'COMPANY, 34.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GRAIN
 TE0380'ELEVATOR, 63.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 15.5
 TE0380'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 0.5 FOOT
 TE0380'SOUTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION, 1.4 FEET ABOVE
 TE0380'THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 TE0380
 TE0380                          STATION RECOVERY (1982)
 TE0380
 TE0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0477 ***********************************************************************
 TE0477  DESIGNATION -  A 266
 TE0477  PID         -  TE0477
 TE0477  STATE/COUNTY-  ND/WALSH
 TE0477  USGS QUAD   -  FAIRDALE (1972)
 TE0477
 TE0477                         *CURRENT SURVEY CONTROL
 TE0477  ___________________________________________________________________
 TE0477* NAD 83(1986)-  48 28 14.     (N)    098 13 49.     (W)     SCALED    
 TE0477* NAVD 88     -       488.908  (meters)    1604.03   (feet)  ADJUSTED  
 TE0477  ___________________________________________________________________
 TE0477  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 TE0477  DYNAMIC HT  -         489.010 (meters)    1604.36  (feet)  COMP
 TE0477  MODELED GRAV-     980,804.4   (mgal)                       NAVD 88
 TE0477
 TE0477  VERT ORDER  -  SECOND    CLASS 0
 TE0477
 TE0477.The horizontal coordinates were scaled from a topographic map and have
 TE0477.an estimated accuracy of +/- 6 seconds.
 TE0477
 TE0477.The orthometric height was determined by differential leveling
 TE0477.and adjusted by the National Geodetic Survey in June 1991..
 TE0477
 TE0477.The geoid height was determined by GEOID03.
 TE0477
 TE0477.The dynamic height is computed by dividing the NAVD 88
 TE0477.geopotential number by the normal gravity value computed on the
 TE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0477.degrees latitude (g = 980.6199 gals.).
 TE0477
 TE0477.The modeled gravity was interpolated from observed gravity values.
 TE0477
 TE0477;                    North         East    Units  Estimated Accuracy
 TE0477;SPC ND N     -   165,970.      767,800.      MT  (+/- 180 meters Scaled)
 TE0477
 TE0477                          SUPERSEDED SURVEY CONTROL
 TE0477
 TE0477  NGVD 29 (??/??/92)  488.533  (m)         1602.80   (f) ADJ UNCH    2 0
 TE0477
 TE0477.Superseded values are not recommended for survey control.
 TE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0477.See file dsdata.txt to determine how the superseded data were derived.
 TE0477
 TE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU568688(NAD 83)
 TE0477_MARKER: DB = BENCH MARK DISK
 TE0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0477_STAMPING: A 266 1963
 TE0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0477+STABILITY: SURFACE MOTION
 TE0477
 TE0477  HISTORY     - Date     Condition        Report By
 TE0477  HISTORY     - 1963     MONUMENTED       CGS
 TE0477
 TE0477                          STATION DESCRIPTION
 TE0477
 TE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0477'1.2 MI S FROM FAIRDALE.
 TE0477'ABOUT 1.2 MILES SOUTH ALONG PAVED COUNTY ROAD NO. 22 FROM THE POST
 TE0477'OFFICE AT FAIRDALE, IN S 35, R 59 W, T 158 N, 96 FEET SOUTHEAST OF THE
 TE0477'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 70 FEET EAST OF THE
 TE0477'CENTERLINE OF THE PAVED ROAD, 65 FEET SOUTH OF THE CENTERLINE OF THE
 TE0477'EAST-WEST ROAD, 4.5 FEET WEST OF A POWER POLE BRACED BY TWO GUY WIRES
 TE0477'AND BEARING A SMALL TRANSFORMER, 1.5 FEET NORTH OF A METAL WITNESS
 TE0477'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE PAVED ROAD, AND SET IN THE
 TE0477'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0591 ***********************************************************************
 TE0591  DESIGNATION -  A 267
 TE0591  PID         -  TE0591
 TE0591  STATE/COUNTY-  ND/RAMSEY
 TE0591  USGS QUAD   -  BROCKET (1971)
 TE0591
 TE0591                         *CURRENT SURVEY CONTROL
 TE0591  ___________________________________________________________________
 TE0591* NAD 83(1986)-  48 14 20.     (N)    098 17 34.     (W)     SCALED    
 TE0591* NAVD 88     -       462.510  (meters)    1517.42   (feet)  ADJUSTED  
 TE0591  ___________________________________________________________________
 TE0591  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE0591  DYNAMIC HT  -         462.594 (meters)    1517.69  (feet)  COMP
 TE0591  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TE0591
 TE0591  VERT ORDER  -  SECOND    CLASS 0
 TE0591
 TE0591.The horizontal coordinates were scaled from a topographic map and have
 TE0591.an estimated accuracy of +/- 6 seconds.
 TE0591
 TE0591.The orthometric height was determined by differential leveling
 TE0591.and adjusted by the National Geodetic Survey in June 1991..
 TE0591
 TE0591.The geoid height was determined by GEOID03.
 TE0591
 TE0591.The dynamic height is computed by dividing the NAVD 88
 TE0591.geopotential number by the normal gravity value computed on the
 TE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0591.degrees latitude (g = 980.6199 gals.).
 TE0591
 TE0591.The modeled gravity was interpolated from observed gravity values.
 TE0591
 TE0591;                    North         East    Units  Estimated Accuracy
 TE0591;SPC ND N     -   140,090.      763,920.      MT  (+/- 180 meters Scaled)
 TE0591
 TE0591                          SUPERSEDED SURVEY CONTROL
 TE0591
 TE0591  NGVD 29 (??/??/92)  462.135  (m)         1516.19   (f) ADJ UNCH    2 0
 TE0591
 TE0591.Superseded values are not recommended for survey control.
 TE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0591.See file dsdata.txt to determine how the superseded data were derived.
 TE0591
 TE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU525430(NAD 83)
 TE0591_MARKER: DB = BENCH MARK DISK
 TE0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0591_STAMPING: A 267 1963
 TE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0591+STABILITY: SURFACE MOTION
 TE0591
 TE0591  HISTORY     - Date     Condition        Report By
 TE0591  HISTORY     - 1963     MONUMENTED       CGS
 TE0591
 TE0591                          STATION DESCRIPTION
 TE0591
 TE0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0591'4.8 MI NE FROM BROCKET.
 TE0591'ABOUT 1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0591'RAILROAD STATION AT BROCKET, THENCE 3.0 MILES EAST ALONG GRAVELED
 TE0591'COUNTY ROAD 19, IN S 12, R 60 W, T 155 N, 92 FEET NORTHWEST OF THE
 TE0591'CENTER OF THE INTERSECTION OF THE RAMSEY-WALSH COUNTY LINE ROAD, 80
 TE0591'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 40.5 FEET WEST OF
 TE0591'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 4.5 FEET NORTH OF A POWER
 TE0591'POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0591'LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0591'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0645 ***********************************************************************
 TE0645  DESIGNATION -  A 268
 TE0645  PID         -  TE0645
 TE0645  STATE/COUNTY-  ND/NELSON
 TE0645  USGS QUAD   -  WHITMAN (1971)
 TE0645
 TE0645                         *CURRENT SURVEY CONTROL
 TE0645  ___________________________________________________________________
 TE0645* NAD 83(1986)-  48 09 57.     (N)    098 05 52.     (W)     SCALED    
 TE0645* NAVD 88     -       472.785  (meters)    1551.13   (feet)  ADJUSTED  
 TE0645  ___________________________________________________________________
 TE0645  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 TE0645  DYNAMIC HT  -         472.863 (meters)    1551.38  (feet)  COMP
 TE0645  MODELED GRAV-     980,762.9   (mgal)                       NAVD 88
 TE0645
 TE0645  VERT ORDER  -  SECOND    CLASS 0
 TE0645
 TE0645.The horizontal coordinates were scaled from a topographic map and have
 TE0645.an estimated accuracy of +/- 6 seconds.
 TE0645
 TE0645.The orthometric height was determined by differential leveling
 TE0645.and adjusted by the National Geodetic Survey in June 1991..
 TE0645
 TE0645.The geoid height was determined by GEOID03.
 TE0645
 TE0645.The dynamic height is computed by dividing the NAVD 88
 TE0645.geopotential number by the normal gravity value computed on the
 TE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0645.degrees latitude (g = 980.6199 gals.).
 TE0645
 TE0645.The modeled gravity was interpolated from observed gravity values.
 TE0645
 TE0645;                    North         East    Units  Estimated Accuracy
 TE0645;SPC ND N     -   132,410.      778,650.      MT  (+/- 180 meters Scaled)
 TE0645
 TE0645                          SUPERSEDED SURVEY CONTROL
 TE0645
 TE0645  NGVD 29 (??/??/92)  472.405  (m)         1549.88   (f) ADJ UNCH    2 0
 TE0645
 TE0645.Superseded values are not recommended for survey control.
 TE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0645.See file dsdata.txt to determine how the superseded data were derived.
 TE0645
 TE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU670351(NAD 83)
 TE0645_MARKER: DB = BENCH MARK DISK
 TE0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0645_STAMPING: A 268 1963
 TE0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0645+STABILITY: SURFACE MOTION
 TE0645
 TE0645  HISTORY     - Date     Condition        Report By
 TE0645  HISTORY     - 1963     MONUMENTED       CGS
 TE0645
 TE0645                          STATION DESCRIPTION
 TE0645
 TE0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0645'1.4 MI NE FROM WHITMAN.
 TE0645'ABOUT 0.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0645'WHITMAN, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, IN S 9, R 58 W, T
 TE0645'154 N, 41 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 TE0645'EAST-WEST ROAD, 22 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 34
 TE0645'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1.5 FEET SOUTH OF
 TE0645'A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN
 TE0645'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0562 ***********************************************************************
 TD0562  DESIGNATION -  A 269
 TD0562  PID         -  TD0562
 TD0562  STATE/COUNTY-  ND/GRAND FORKS
 TD0562  USGS QUAD   -  FORDVILLE SE (1963)
 TD0562
 TD0562                         *CURRENT SURVEY CONTROL
 TD0562  ___________________________________________________________________
 TD0562* NAD 83(1986)-  48 00 21.     (N)    097 50 23.     (W)     SCALED    
 TD0562* NAVD 88     -       423.360  (meters)    1388.97   (feet)  ADJUSTED  
 TD0562  ___________________________________________________________________
 TD0562  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 TD0562  DYNAMIC HT  -         423.430 (meters)    1389.20  (feet)  COMP
 TD0562  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 TD0562
 TD0562  VERT ORDER  -  FIRST     CLASS II
 TD0562
 TD0562.The horizontal coordinates were scaled from a topographic map and have
 TD0562.an estimated accuracy of +/- 6 seconds.
 TD0562
 TD0562.The orthometric height was determined by differential leveling
 TD0562.and adjusted by the National Geodetic Survey in June 1991..
 TD0562
 TD0562.The geoid height was determined by GEOID03.
 TD0562
 TD0562.The dynamic height is computed by dividing the NAVD 88
 TD0562.geopotential number by the normal gravity value computed on the
 TD0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0562.degrees latitude (g = 980.6199 gals.).
 TD0562
 TD0562.The modeled gravity was interpolated from observed gravity values.
 TD0562
 TD0562;                    North         East    Units  Estimated Accuracy
 TD0562;SPC ND N     -   115,260.      798,450.      MT  (+/- 180 meters Scaled)
 TD0562
 TD0562                          SUPERSEDED SURVEY CONTROL
 TD0562
 TD0562  NGVD 29 (??/??/92)  423.007  (m)         1387.82   (f) ADJ UNCH    1 2
 TD0562
 TD0562.Superseded values are not recommended for survey control.
 TD0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0562.See file dsdata.txt to determine how the superseded data were derived.
 TD0562
 TD0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU865176(NAD 83)
 TD0562_MARKER: DB = BENCH MARK DISK
 TD0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0562_STAMPING: A 269 1963
 TD0562_MARK LOGO: CGS   
 TD0562_PROJECTION: PROJECTING 6 CENTIMETERS
 TD0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0562+STABILITY: SURFACE MOTION
 TD0562
 TD0562  HISTORY     - Date     Condition        Report By
 TD0562  HISTORY     - 1963     MONUMENTED       CGS
 TD0562  HISTORY     - 1982     GOOD             NGS
 TD0562  HISTORY     - 1983     GOOD             LOCSUR
 TD0562
 TD0562                          STATION DESCRIPTION
 TD0562
 TD0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0562'2.2 MI NE FROM NIAGARA.
 TD0562'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0562'STATION AT NIAGARA, THENCE 1.5 MILES EAST ALONG U.S. HIGHWAY 2, IN S
 TD0562'8, R 56 W, T 152 N, 119 FEET SOUTHWEST OF THE CENTER OF THE
 TD0562'INTERSECTION OF A NORTH-SOUTH ROAD, 107 FEET SOUTH OF THE CENTERLINE
 TD0562'OF THE HIGHWAY, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET
 TD0562'NORTH OF THE NORTHEAST CORNER OF THE NIAGARA CEMETERY, 1.5 FEET EAST
 TD0562'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 TD0562'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TD0562
 TD0562                          STATION RECOVERY (1982)
 TD0562
 TD0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TD0562'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TD0562'12.5 KM (7.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TD0562'COUNTY ROAD 5 IN PETERSBURG, AT THE NORTHEAST CORNER OF THE NIAGARA
 TD0562'CEMETERY BY A FENCE CORNER, 32.6 METERS (107.0 FT) SOUTH OF THE
 TD0562'CENTERLINE OF THE HIGHWAY, 10.9 METERS (36.0 FT) WEST OF THE CENTER OF
 TD0562'A GRAVEL ROAD, 0.7 METER (2.5 FT) NORTH OF THE NORTHEAST CORNER OF THE
 TD0562'NIGARA CEMETERY, AND 17.3 METERS (57.0 FT) NORTH OF A POWER POLE WITH
 TD0562'TWO ANCHOR CABLES.
 TD0562'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 TD0562'THE MARK IS 0.6 M ABOVE HIGHWAY.
 TD0562
 TD0562                          STATION RECOVERY (1983)
 TD0562
 TD0562'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0098 ***********************************************************************
 RQ0098  DESIGNATION -  A 27
 RQ0098  PID         -  RQ0098
 RQ0098  STATE/COUNTY-  ND/LA MOURE
 RQ0098  USGS QUAD   -  LAMOURE (1978)
 RQ0098
 RQ0098                         *CURRENT SURVEY CONTROL
 RQ0098  ___________________________________________________________________
 RQ0098* NAD 83(1986)-  46 22 16.     (N)    098 18 27.     (W)     SCALED    
 RQ0098* NAVD 88     -       398.348  (meters)    1306.91   (feet)  ADJUSTED  
 RQ0098  ___________________________________________________________________
 RQ0098  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0098  DYNAMIC HT  -         398.358 (meters)    1306.95  (feet)  COMP
 RQ0098  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 RQ0098
 RQ0098  VERT ORDER  -  FIRST     CLASS II
 RQ0098
 RQ0098.The horizontal coordinates were scaled from a topographic map and have
 RQ0098.an estimated accuracy of +/- 6 seconds.
 RQ0098
 RQ0098.The orthometric height was determined by differential leveling
 RQ0098.and adjusted by the National Geodetic Survey in June 1991..
 RQ0098
 RQ0098.The geoid height was determined by GEOID03.
 RQ0098
 RQ0098.The dynamic height is computed by dividing the NAVD 88
 RQ0098.geopotential number by the normal gravity value computed on the
 RQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0098.degrees latitude (g = 980.6199 gals.).
 RQ0098
 RQ0098.The modeled gravity was interpolated from observed gravity values.
 RQ0098
 RQ0098;                    North         East    Units  Estimated Accuracy
 RQ0098;SPC ND S     -    80,660.      768,670.      MT  (+/- 180 meters Scaled)
 RQ0098
 RQ0098                          SUPERSEDED SURVEY CONTROL
 RQ0098
 RQ0098  NGVD 29 (??/??/92)  398.022  (m)         1305.84   (f) ADJ UNCH    1 2
 RQ0098
 RQ0098.Superseded values are not recommended for survey control.
 RQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0098.See file dsdata.txt to determine how the superseded data were derived.
 RQ0098
 RQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS532355(NAD 83)
 RQ0098_MARKER: DB = BENCH MARK DISK
 RQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0098_STAMPING: A 27 1934
 RQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0098+STABILITY: SURFACE MOTION
 RQ0098
 RQ0098  HISTORY     - Date     Condition        Report By
 RQ0098  HISTORY     - 1934     MONUMENTED       CGS
 RQ0098
 RQ0098                          STATION DESCRIPTION
 RQ0098
 RQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0098'1.4 MI W FROM LA MOURE.
 RQ0098'1.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0098'LA MOURE, LA MOURE COUNTY, ABOUT 3 POLES NORTHWEST OF BRIDGE 47, AT A
 RQ0098'ROAD CROSSING, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18
 RQ0098'FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 5 FEET SOUTHWEST OF A
 RQ0098'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 RQ0098'STANDARD DISK, STAMPED A 27 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0098'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0592 ***********************************************************************
 TD0592  DESIGNATION -  A 270
 TD0592  PID         -  TD0592
 TD0592  STATE/COUNTY-  ND/NELSON
 TD0592  USGS QUAD   -  FORDVILLE SW (1971)
 TD0592
 TD0592                         *CURRENT SURVEY CONTROL
 TD0592  ___________________________________________________________________
 TD0592* NAD 83(1986)-  48 05 09.     (N)    097 59 23.     (W)     SCALED    
 TD0592* NAVD 88     -       464.626  (meters)    1524.36   (feet)  ADJUSTED  
 TD0592  ___________________________________________________________________
 TD0592  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TD0592  DYNAMIC HT  -         464.703 (meters)    1524.61  (feet)  COMP
 TD0592  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TD0592
 TD0592  VERT ORDER  -  SECOND    CLASS 0
 TD0592
 TD0592.The horizontal coordinates were scaled from a topographic map and have
 TD0592.an estimated accuracy of +/- 6 seconds.
 TD0592
 TD0592.The orthometric height was determined by differential leveling
 TD0592.and adjusted by the National Geodetic Survey in June 1991..
 TD0592
 TD0592.The geoid height was determined by GEOID03.
 TD0592
 TD0592.The dynamic height is computed by dividing the NAVD 88
 TD0592.geopotential number by the normal gravity value computed on the
 TD0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0592.degrees latitude (g = 980.6199 gals.).
 TD0592
 TD0592.The modeled gravity was interpolated from observed gravity values.
 TD0592
 TD0592;                    North         East    Units  Estimated Accuracy
 TD0592;SPC ND N     -   123,770.      786,970.      MT  (+/- 180 meters Scaled)
 TD0592
 TD0592                          SUPERSEDED SURVEY CONTROL
 TD0592
 TD0592  NGVD 29 (??/??/92)  464.25   (m)         1523.1    (f) COMPUTED    2 0
 TD0592
 TD0592.Superseded values are not recommended for survey control.
 TD0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0592.See file dsdata.txt to determine how the superseded data were derived.
 TD0592
 TD0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752263(NAD 83)
 TD0592_MARKER: DB = BENCH MARK DISK
 TD0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0592_STAMPING: A 270 1963
 TD0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0592+STABILITY: SURFACE MOTION
 TD0592
 TD0592  HISTORY     - Date     Condition        Report By
 TD0592  HISTORY     - 1963     MONUMENTED       CGS
 TD0592
 TD0592                          STATION DESCRIPTION
 TD0592
 TD0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0592'7.9 MI SW FROM DAHLEN.
 TD0592'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0592'DAHLEN, THENCE 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 9, R
 TD0592'57 W, T 153 N, AT THE CREST OF A SMALL HILL, 53 FEET EAST OF THE
 TD0592'CENTERLINE OF THE ROAD, 24.5 FEET SOUTH OF THE CENTERLINE OF A FIELD
 TD0592'TURNOUT, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TD0592'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1071 ***********************************************************************
 TE1071  DESIGNATION -  A 271
 TE1071  PID         -  TE1071
 TE1071  STATE/COUNTY-  ND/CAVALIER
 TE1071  USGS QUAD   -  MUNICH SE (1971)
 TE1071
 TE1071                         *CURRENT SURVEY CONTROL
 TE1071  ___________________________________________________________________
 TE1071* NAD 83(1986)-  48 32 39.     (N)    098 50 23.     (W)     SCALED    
 TE1071* NAVD 88     -       467.525  (meters)    1533.87   (feet)  ADJUSTED  
 TE1071  ___________________________________________________________________
 TE1071  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 TE1071  DYNAMIC HT  -         467.620 (meters)    1534.18  (feet)  COMP
 TE1071  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TE1071
 TE1071  VERT ORDER  -  SECOND    CLASS 0
 TE1071
 TE1071.The horizontal coordinates were scaled from a topographic map and have
 TE1071.an estimated accuracy of +/- 6 seconds.
 TE1071
 TE1071.The orthometric height was determined by differential leveling
 TE1071.and adjusted by the National Geodetic Survey in June 1991..
 TE1071
 TE1071.The geoid height was determined by GEOID03.
 TE1071
 TE1071.The dynamic height is computed by dividing the NAVD 88
 TE1071.geopotential number by the normal gravity value computed on the
 TE1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1071.degrees latitude (g = 980.6199 gals.).
 TE1071
 TE1071.The modeled gravity was interpolated from observed gravity values.
 TE1071
 TE1071;                    North         East    Units  Estimated Accuracy
 TE1071;SPC ND N     -   173,010.      722,580.      MT  (+/- 180 meters Scaled)
 TE1071
 TE1071                          SUPERSEDED SURVEY CONTROL
 TE1071
 TE1071  NGVD 29 (??/??/92)  467.131  (m)         1532.58   (f) ADJ UNCH    2 0
 TE1071
 TE1071.Superseded values are not recommended for survey control.
 TE1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1071.See file dsdata.txt to determine how the superseded data were derived.
 TE1071
 TE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU118767(NAD 83)
 TE1071_MARKER: DB = BENCH MARK DISK
 TE1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1071_STAMPING: A 271 1963
 TE1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1071+STABILITY: SURFACE MOTION
 TE1071
 TE1071  HISTORY     - Date     Condition        Report By
 TE1071  HISTORY     - 1963     MONUMENTED       CGS
 TE1071
 TE1071                          STATION DESCRIPTION
 TE1071
 TE1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1071'10.3 MI SE FROM CALIO.
 TE1071'ABOUT 4.3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE1071'CALIO, THENCE 6.0 MILES SOUTH ALONG STATE HIGHWAY 20, IN S 31, R 63 W,
 TE1071'T 159 N, ON THE OUTSIDE OF A LONG CURVE, 106.5 FEET NORTHEAST OF THE
 TE1071'CENTER OF THE INTERSECTION OF THE RAMSEY-CAVALIER COUNTY LINE ROAD AND
 TE1071'A NORTH-SOUTH GRAVELED ROAD, 76 FEET EAST OF THE CENTERLINE OF THE
 TE1071'ROAD LEADING NORTH, 73.5 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TE1071'LEADING EAST, 4.0 FEET SOUTH OF A POWER POLE AND IN LINE WITH A ROW OF
 TE1071'POLES, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE
 TE1071'LEVEL OF THE ROAD LEADING NORTH, AND SET IN THE TOP OF A CONCRETE POST
 TE1071'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0773 ***********************************************************************
 TE0773  DESIGNATION -  A 272
 TE0773  PID         -  TE0773
 TE0773  STATE/COUNTY-  ND/RAMSEY
 TE0773  USGS QUAD   -  STARKWEATHER (1994)
 TE0773
 TE0773                         *CURRENT SURVEY CONTROL
 TE0773  ___________________________________________________________________
 TE0773* NAD 83(1986)-  48 26 34.     (N)    098 53 02.     (W)     SCALED    
 TE0773* NAVD 88     -       454.525  (meters)    1491.22   (feet)  ADJUSTED  
 TE0773  ___________________________________________________________________
 TE0773  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 TE0773  DYNAMIC HT  -         454.616 (meters)    1491.52  (feet)  COMP
 TE0773  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 TE0773
 TE0773  VERT ORDER  -  SECOND    CLASS 0
 TE0773
 TE0773.The horizontal coordinates were scaled from a topographic map and have
 TE0773.an estimated accuracy of +/- 6 seconds.
 TE0773
 TE0773.The orthometric height was determined by differential leveling
 TE0773.and adjusted by the National Geodetic Survey in June 1991..
 TE0773
 TE0773.The geoid height was determined by GEOID03.
 TE0773
 TE0773.The dynamic height is computed by dividing the NAVD 88
 TE0773.geopotential number by the normal gravity value computed on the
 TE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0773.degrees latitude (g = 980.6199 gals.).
 TE0773
 TE0773.The modeled gravity was interpolated from observed gravity values.
 TE0773
 TE0773;                    North         East    Units  Estimated Accuracy
 TE0773;SPC ND N     -   161,670.      719,550.      MT  (+/- 180 meters Scaled)
 TE0773
 TE0773                          SUPERSEDED SURVEY CONTROL
 TE0773
 TE0773  NGVD 29 (??/??/92)  454.14   (m)         1490.0    (f) COMPUTED    2 0
 TE0773
 TE0773.Superseded values are not recommended for survey control.
 TE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0773.See file dsdata.txt to determine how the superseded data were derived.
 TE0773
 TE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU085655(NAD 83)
 TE0773_MARKER: DB = BENCH MARK DISK
 TE0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0773_STAMPING: A 272 1963
 TE0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0773+STABILITY: SURFACE MOTION
 TE0773
 TE0773  HISTORY     - Date     Condition        Report By
 TE0773  HISTORY     - 1963     MONUMENTED       CGS
 TE0773
 TE0773                          STATION DESCRIPTION
 TE0773
 TE0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0773'0.7 MI S FROM STARKWEATHER.
 TE0773'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0773'NORTHERN RAILWAY STATION AT STARKWEATHER, IN S 2, R 64 W, T 157 N,
 TE0773'BETWEEN THE HIGHWAY AND THE GREAT NORTHERN RAILWAY, 91 FEET NORTHEAST
 TE0773'OF THE INTERSECTION OF A GRAVELED ROAD LEADING WEST AND A FARM ROAD
 TE0773'LEADING EAST, 79 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 35.6 FEET
 TE0773'WEST OF THE WEST RAIL, 47 FEET NORTH OF THE CENTERLINE OF THE FARM
 TE0773'ROAD, 4.0 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH A ROW OF
 TE0773'POLES, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0773'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0773'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0508 ***********************************************************************
 TE0508  DESIGNATION -  A 273
 TE0508  PID         -  TE0508
 TE0508  STATE/COUNTY-  ND/RAMSEY
 TE0508  USGS QUAD   -  EDMORE (1972)
 TE0508
 TE0508                         *CURRENT SURVEY CONTROL
 TE0508  ___________________________________________________________________
 TE0508* NAD 83(1986)-  48 23 03.     (N)    098 26 56.     (W)     SCALED    
 TE0508* NAVD 88     -       461.935  (meters)    1515.53   (feet)  ADJUSTED  
 TE0508  ___________________________________________________________________
 TE0508  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE0508  DYNAMIC HT  -         462.027 (meters)    1515.83  (feet)  COMP
 TE0508  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TE0508
 TE0508  VERT ORDER  -  SECOND    CLASS 0
 TE0508
 TE0508.The horizontal coordinates were scaled from a topographic map and have
 TE0508.an estimated accuracy of +/- 6 seconds.
 TE0508
 TE0508.The orthometric height was determined by differential leveling
 TE0508.and adjusted by the National Geodetic Survey in June 1991..
 TE0508
 TE0508.The geoid height was determined by GEOID03.
 TE0508
 TE0508.The dynamic height is computed by dividing the NAVD 88
 TE0508.geopotential number by the normal gravity value computed on the
 TE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0508.degrees latitude (g = 980.6199 gals.).
 TE0508
 TE0508.The modeled gravity was interpolated from observed gravity values.
 TE0508
 TE0508;                    North         East    Units  Estimated Accuracy
 TE0508;SPC ND N     -   155,920.      751,900.      MT  (+/- 180 meters Scaled)
 TE0508
 TE0508                          SUPERSEDED SURVEY CONTROL
 TE0508
 TE0508  NGVD 29 (??/??/92)  461.560  (m)         1514.30   (f) ADJ UNCH    2 0
 TE0508
 TE0508.Superseded values are not recommended for survey control.
 TE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0508.See file dsdata.txt to determine how the superseded data were derived.
 TE0508
 TE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU408591(NAD 83)
 TE0508_MARKER: DB = BENCH MARK DISK
 TE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0508_STAMPING: A 273 1963
 TE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0508+STABILITY: SURFACE MOTION
 TE0508
 TE0508  HISTORY     - Date     Condition        Report By
 TE0508  HISTORY     - 1963     MONUMENTED       CGS
 TE0508
 TE0508                          STATION DESCRIPTION
 TE0508
 TE0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0508'1.8 MI S FROM EDMORE.
 TE0508'ABOUT 1.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0508'RAILWAY STATION AT EDMORE, IN S 36, R 61 W, T 157 N, ABOUT 0.9 MILE
 TE0508'SOUTH OF A LARGE CEMETERY, 66.5 FEET SOUTHWEST OF THE CENTER OF THE
 TE0508'JUNCTION OF A GRAVELED ROAD LEADING EAST, 52 FEET WEST OF THE
 TE0508'CENTERLINE OF THE ROAD LEADING SOUTH, 41 FEET SOUTH OF THE EXTENDED
 TE0508'CENTERLINE OF THE ROAD LEADING EAST, 1.3 FEET NORTH OF A METAL WITNESS
 TE0508'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0508'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0777 ***********************************************************************
 TE0777  DESIGNATION -  A 274
 TE0777  PID         -  TE0777
 TE0777  STATE/COUNTY-  ND/RAMSEY
 TE0777  USGS QUAD   -  STARKWEATHER (1994)
 TE0777
 TE0777                         *CURRENT SURVEY CONTROL
 TE0777  ___________________________________________________________________
 TE0777* NAD 83(1986)-  48 27 25.     (N)    098 56 01.     (W)     SCALED    
 TE0777* NAVD 88     -       451.884  (meters)    1482.56   (feet)  ADJUSTED  
 TE0777  ___________________________________________________________________
 TE0777  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE0777  DYNAMIC HT  -         451.975 (meters)    1482.85  (feet)  COMP
 TE0777  MODELED GRAV-     980,799.3   (mgal)                       NAVD 88
 TE0777
 TE0777  VERT ORDER  -  SECOND    CLASS 0
 TE0777
 TE0777.The horizontal coordinates were scaled from a topographic map and have
 TE0777.an estimated accuracy of +/- 6 seconds.
 TE0777
 TE0777.The orthometric height was determined by differential leveling
 TE0777.and adjusted by the National Geodetic Survey in June 1991..
 TE0777
 TE0777.The geoid height was determined by GEOID03.
 TE0777
 TE0777.The dynamic height is computed by dividing the NAVD 88
 TE0777.geopotential number by the normal gravity value computed on the
 TE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0777.degrees latitude (g = 980.6199 gals.).
 TE0777
 TE0777.The modeled gravity was interpolated from observed gravity values.
 TE0777
 TE0777;                    North         East    Units  Estimated Accuracy
 TE0777;SPC ND N     -   163,170.      715,840.      MT  (+/- 180 meters Scaled)
 TE0777
 TE0777                          SUPERSEDED SURVEY CONTROL
 TE0777
 TE0777  NGVD 29 (??/??/92)  451.50   (m)         1481.3    (f) COMPUTED    2 0
 TE0777
 TE0777.Superseded values are not recommended for survey control.
 TE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0777.See file dsdata.txt to determine how the superseded data were derived.
 TE0777
 TE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU049670(NAD 83)
 TE0777_MARKER: DB = BENCH MARK DISK
 TE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0777_STAMPING: A 274 1963
 TE0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0777+STABILITY: SURFACE MOTION
 TE0777
 TE0777  HISTORY     - Date     Condition        Report By
 TE0777  HISTORY     - 1963     MONUMENTED       CGS
 TE0777  HISTORY     - 19930616 MARK NOT FOUND   USGS
 TE0777
 TE0777                          STATION DESCRIPTION
 TE0777
 TE0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0777'2.6 MI NW FROM STARKWEATHER.
 TE0777'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0777'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 2.3 MILES WEST ALONG
 TE0777'STATE HIGHWAY 17, IN S 5, R 64 W, T 157 N, ABOUT 0.3 MILE WEST OF THE
 TE0777'JUNCTION OF A GRAVELED ROAD LEADING NORTH, 183 FEET SOUTHEAST ACROSS
 TE0777'THE ROAD FROM THE 7TH TELEPHONE POLE WEST OF THE JUNCTION, 71.5 FEET
 TE0777'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET WEST OF A METAL
 TE0777'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TE0777'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0777
 TE0777                          STATION RECOVERY (1993)
 TE0777
 TE0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 TE0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0507 ***********************************************************************
 TD0507  DESIGNATION -  A 275
 TD0507  PID         -  TD0507
 TD0507  STATE/COUNTY-  ND/GRAND FORKS
 TD0507  USGS QUAD   -  ORR (1963)
 TD0507
 TD0507                         *CURRENT SURVEY CONTROL
 TD0507  ___________________________________________________________________
 TD0507* NAD 83(1986)-  48 07 20.     (N)    097 41 14.     (W)     SCALED    
 TD0507* NAVD 88     -       336.211  (meters)    1103.05   (feet)  ADJUSTED  
 TD0507  ___________________________________________________________________
 TD0507  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 TD0507  DYNAMIC HT  -         336.275 (meters)    1103.26  (feet)  COMP
 TD0507  MODELED GRAV-     980,792.4   (mgal)                       NAVD 88
 TD0507
 TD0507  VERT ORDER  -  SECOND    CLASS 0
 TD0507
 TD0507.The horizontal coordinates were scaled from a topographic map and have
 TD0507.an estimated accuracy of +/- 6 seconds.
 TD0507
 TD0507.The orthometric height was determined by differential leveling
 TD0507.and adjusted by the National Geodetic Survey in June 1991..
 TD0507
 TD0507.The geoid height was determined by GEOID03.
 TD0507
 TD0507.The dynamic height is computed by dividing the NAVD 88
 TD0507.geopotential number by the normal gravity value computed on the
 TD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0507.degrees latitude (g = 980.6199 gals.).
 TD0507
 TD0507.The modeled gravity was interpolated from observed gravity values.
 TD0507
 TD0507;                    North         East    Units  Estimated Accuracy
 TD0507;SPC ND N     -   128,590.      809,350.      MT  (+/- 180 meters Scaled)
 TD0507
 TD0507                          SUPERSEDED SURVEY CONTROL
 TD0507
 TD0507  NGVD 29 (??/??/92)  335.864  (m)         1101.91   (f) ADJ UNCH    2 0
 TD0507
 TD0507.Superseded values are not recommended for survey control.
 TD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0507.See file dsdata.txt to determine how the superseded data were derived.
 TD0507
 TD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU976307(NAD 83)
 TD0507_MARKER: DB = BENCH MARK DISK
 TD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0507_STAMPING: A 275 1963
 TD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0507+STABILITY: SURFACE MOTION
 TD0507
 TD0507  HISTORY     - Date     Condition        Report By
 TD0507  HISTORY     - 1963     MONUMENTED       CGS
 TD0507  HISTORY     - 1964     GOOD             NGS
 TD0507
 TD0507                          STATION DESCRIPTION
 TD0507
 TD0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0507'4.1 MI SW FROM INKSTER.
 TD0507'ABOUT 2.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE ELEMENTARY
 TD0507'SCHOOL AT INKSTER, THENCE 2.0 MILES WEST ALONG A TRACK ROAD, IN S 27,
 TD0507'R 55 W, T 154 N, 61 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 TD0507'OF A NORTH-SOUTH ROAD, 36 FEET WEST OF THE CENTERLINE OF THE
 TD0507'NORTH-SOUTH ROAD, 22 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD,
 TD0507'6.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL
 TD0507'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD,
 TD0507'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0893 ***********************************************************************
 TF0893  DESIGNATION -  A 276
 TF0893  PID         -  TF0893
 TF0893  STATE/COUNTY-  ND/WARD
 TF0893  USGS QUAD   -  MINOT (1979)
 TF0893
 TF0893                         *CURRENT SURVEY CONTROL
 TF0893  ___________________________________________________________________
 TF0893* NAD 83(1986)-  48 14 02.     (N)    101 18 36.     (W)     SCALED    
 TF0893* NAVD 88     -       475.723  (meters)    1560.77   (feet)  ADJUSTED  
 TF0893  ___________________________________________________________________
 TF0893  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF0893  DYNAMIC HT  -         475.801 (meters)    1561.02  (feet)  COMP
 TF0893  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 TF0893
 TF0893  VERT ORDER  -  FIRST     CLASS II
 TF0893
 TF0893.The horizontal coordinates were scaled from a topographic map and have
 TF0893.an estimated accuracy of +/- 6 seconds.
 TF0893
 TF0893.The orthometric height was determined by differential leveling
 TF0893.and adjusted by the National Geodetic Survey in June 1991..
 TF0893
 TF0893.The geoid height was determined by GEOID03.
 TF0893
 TF0893.The dynamic height is computed by dividing the NAVD 88
 TF0893.geopotential number by the normal gravity value computed on the
 TF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0893.degrees latitude (g = 980.6199 gals.).
 TF0893
 TF0893.The modeled gravity was interpolated from observed gravity values.
 TF0893
 TF0893;                    North         East    Units  Estimated Accuracy
 TF0893;SPC ND N     -   137,500.      539,830.      MT  (+/- 180 meters Scaled)
 TF0893
 TF0893                          SUPERSEDED SURVEY CONTROL
 TF0893
 TF0893  NGVD 29 (??/??/92)  475.353  (m)         1559.55   (f) ADJ UNCH    1 2
 TF0893
 TF0893.Superseded values are not recommended for survey control.
 TF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0893.See file dsdata.txt to determine how the superseded data were derived.
 TF0893
 TF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU284448(NAD 83)
 TF0893_MARKER: DB = BENCH MARK DISK
 TF0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0893_SP_SET: ABUTMENT
 TF0893_STAMPING: A 276 1963
 TF0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0893
 TF0893  HISTORY     - Date     Condition        Report By
 TF0893  HISTORY     - 1963     MONUMENTED       CGS
 TF0893  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF0893
 TF0893                          STATION DESCRIPTION
 TF0893
 TF0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0893'0.75 MI W FROM MINOT.
 TF0893'0.75 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT MINOT,
 TF0893'0.5 MILE WEST OF THE GREAT NORTHERN RAILWAY STATION, AT THE WEST END
 TF0893'OF RAILROAD BRIDGE 469.66, 5 1/2 FEET NORTH OF THE NORTH RAIL, ABOUT 6
 TF0893'INCHES BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF THE NORTH
 TF0893'END OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE.
 TF0893
 TF0893                          STATION RECOVERY (1981)
 TF0893
 TF0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1111 ***********************************************************************
 TF1111  DESIGNATION -  A 277
 TF1111  PID         -  TF1111
 TF1111  STATE/COUNTY-  ND/WARD
 TF1111  USGS QUAD   -  CARPIO (1979)
 TF1111
 TF1111                         *CURRENT SURVEY CONTROL
 TF1111  ___________________________________________________________________
 TF1111* NAD 83(1986)-  48 27 16.     (N)    101 43 56.     (W)     SCALED    
 TF1111* NAVD 88     -       518.615  (meters)    1701.49   (feet)  ADJUSTED  
 TF1111  ___________________________________________________________________
 TF1111  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TF1111  DYNAMIC HT  -         518.713 (meters)    1701.81  (feet)  COMP
 TF1111  MODELED GRAV-     980,783.7   (mgal)                       NAVD 88
 TF1111
 TF1111  VERT ORDER  -  FIRST     CLASS II
 TF1111
 TF1111.The horizontal coordinates were scaled from a topographic map and have
 TF1111.an estimated accuracy of +/- 6 seconds.
 TF1111
 TF1111.The orthometric height was determined by differential leveling
 TF1111.and adjusted by the National Geodetic Survey in June 1991..
 TF1111
 TF1111.The geoid height was determined by GEOID03.
 TF1111
 TF1111.The dynamic height is computed by dividing the NAVD 88
 TF1111.geopotential number by the normal gravity value computed on the
 TF1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1111.degrees latitude (g = 980.6199 gals.).
 TF1111
 TF1111.The modeled gravity was interpolated from observed gravity values.
 TF1111
 TF1111;                    North         East    Units  Estimated Accuracy
 TF1111;SPC ND N     -   162,440.      508,860.      MT  (+/- 180 meters Scaled)
 TF1111
 TF1111                          SUPERSEDED SURVEY CONTROL
 TF1111
 TF1111  NGVD 29 (??/??/92)  518.223  (m)         1700.20   (f) ADJ UNCH    1 2
 TF1111
 TF1111.Superseded values are not recommended for survey control.
 TF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1111.See file dsdata.txt to determine how the superseded data were derived.
 TF1111
 TF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU979704(NAD 83)
 TF1111_MARKER: DB = BENCH MARK DISK
 TF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1111_STAMPING: A 277 1963
 TF1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1111+STABILITY: SURFACE MOTION
 TF1111
 TF1111  HISTORY     - Date     Condition        Report By
 TF1111  HISTORY     - 1963     MONUMENTED       CGS
 TF1111
 TF1111                          STATION DESCRIPTION
 TF1111
 TF1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1111'1.1 MI NW FROM CARPIO.
 TF1111'1.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1111'CARPIO, 0.5 MILE SOUTHEAST OF THE WARD-RENVILLE COUNTY LINE, 86 FEET
 TF1111'EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 TF1111'68 FEET NORTHEAST OF THE NORTHEAST RAIL, 26 FEET NORTHEAST OF MILE
 TF1111'POST 496, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, 3
 TF1111'1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A
 TF1111'FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 TF1111'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 TF1111'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1122 ***********************************************************************
 TF1122  DESIGNATION -  A 278
 TF1122  PID         -  TF1122
 TF1122  STATE/COUNTY-  ND/RENVILLE
 TF1122  USGS QUAD   -  HARTLAND (1949)
 TF1122
 TF1122                         *CURRENT SURVEY CONTROL
 TF1122  ___________________________________________________________________
 TF1122* NAD 83(1986)-  48 28 13.     (N)    101 49 25.     (W)     SCALED    
 TF1122* NAVD 88     -       546.149  (meters)    1791.82   (feet)  ADJUSTED  
 TF1122  ___________________________________________________________________
 TF1122  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 TF1122  DYNAMIC HT  -         546.247 (meters)    1792.15  (feet)  COMP
 TF1122  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 TF1122
 TF1122  VERT ORDER  -  FIRST     CLASS II
 TF1122
 TF1122.The horizontal coordinates were scaled from a topographic map and have
 TF1122.an estimated accuracy of +/- 6 seconds.
 TF1122
 TF1122.The orthometric height was determined by differential leveling
 TF1122.and adjusted by the National Geodetic Survey in June 1991..
 TF1122
 TF1122.The geoid height was determined by GEOID03.
 TF1122
 TF1122.The dynamic height is computed by dividing the NAVD 88
 TF1122.geopotential number by the normal gravity value computed on the
 TF1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1122.degrees latitude (g = 980.6199 gals.).
 TF1122
 TF1122.The modeled gravity was interpolated from observed gravity values.
 TF1122
 TF1122;                    North         East    Units  Estimated Accuracy
 TF1122;SPC ND N     -   164,310.      502,140.      MT  (+/- 180 meters Scaled)
 TF1122
 TF1122                          SUPERSEDED SURVEY CONTROL
 TF1122
 TF1122  NGVD 29 (??/??/92)  545.743  (m)         1790.49   (f) ADJ UNCH    1 2
 TF1122
 TF1122.Superseded values are not recommended for survey control.
 TF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1122.See file dsdata.txt to determine how the superseded data were derived.
 TF1122
 TF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU913724(NAD 83)
 TF1122_MARKER: DB = BENCH MARK DISK
 TF1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1122_STAMPING: A 278 1963
 TF1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1122+STABILITY: SURFACE MOTION
 TF1122
 TF1122  HISTORY     - Date     Condition        Report By
 TF1122  HISTORY     - 1963     MONUMENTED       CGS
 TF1122
 TF1122                          STATION DESCRIPTION
 TF1122
 TF1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1122'4.5 MI SSE FROM DONNYBROOK.
 TF1122'3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1122'DONNYBROOK, THENCE 0.85 MILE SOUTH ALONG A GRAVELED ROAD, 0.35 MILE
 TF1122'SOUTH OF A RED BARN ON THE OUTSIDE OF A CURVE IN THE ROAD, AT THE FOOT
 TF1122'OF A LONG HILL, 130 FEET EAST OF A FENCE LEADING NORTH, 64 FEET WEST
 TF1122'OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF A CORNER FENCE POST,
 TF1122'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF1122'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1525 ***********************************************************************
 TF1525  DESIGNATION -  A 279
 TF1525  PID         -  TF1525
 TF1525  STATE/COUNTY-  ND/RENVILLE
 TF1525  USGS QUAD   -  GRANO SW (1949)
 TF1525
 TF1525                         *CURRENT SURVEY CONTROL
 TF1525  ___________________________________________________________________
 TF1525* NAD 83(1986)-  48 31 53.     (N)    101 42 45.     (W)     SCALED    
 TF1525* NAVD 88     -       558.061  (meters)    1830.91   (feet)  ADJUSTED  
 TF1525  ___________________________________________________________________
 TF1525  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 TF1525  DYNAMIC HT  -         558.167 (meters)    1831.25  (feet)  COMP
 TF1525  MODELED GRAV-     980,782.3   (mgal)                       NAVD 88
 TF1525
 TF1525  VERT ORDER  -  SECOND    CLASS 0
 TF1525
 TF1525.The horizontal coordinates were scaled from a topographic map and have
 TF1525.an estimated accuracy of +/- 6 seconds.
 TF1525
 TF1525.The orthometric height was determined by differential leveling
 TF1525.and adjusted by the National Geodetic Survey in June 1991..
 TF1525
 TF1525.The geoid height was determined by GEOID03.
 TF1525
 TF1525.The dynamic height is computed by dividing the NAVD 88
 TF1525.geopotential number by the normal gravity value computed on the
 TF1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1525.degrees latitude (g = 980.6199 gals.).
 TF1525
 TF1525.The modeled gravity was interpolated from observed gravity values.
 TF1525
 TF1525;                    North         East    Units  Estimated Accuracy
 TF1525;SPC ND N     -   170,970.      510,460.      MT  (+/- 180 meters Scaled)
 TF1525
 TF1525                          SUPERSEDED SURVEY CONTROL
 TF1525
 TF1525  NGVD 29 (??/??/92)  557.685  (m)         1829.67   (f) ADJ UNCH    2 0
 TF1525
 TF1525.Superseded values are not recommended for survey control.
 TF1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1525.See file dsdata.txt to determine how the superseded data were derived.
 TF1525
 TF1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU997789(NAD 83)
 TF1525_MARKER: DB = BENCH MARK DISK
 TF1525_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1525_SP_SET: 13 FEET
 TF1525_STAMPING: A 279 1963
 TF1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1525
 TF1525  HISTORY     - Date     Condition        Report By
 TF1525  HISTORY     - 1963     MONUMENTED       CGS
 TF1525
 TF1525                          STATION DESCRIPTION
 TF1525
 TF1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1525'6.4 MI N FROM CARPIO.
 TF1525'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1525'AT CARPIO, THENCE 6.2 MILES NORTH ALONG STATE HIGHWAY 28, 131 FEET
 TF1525'SOUTHWEST OF THE CENTER OF AN INTERSECTION WITH A TRACK ROAD, 78 FEET
 TF1525'WEST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET SOUTH OF THE CENTER
 TF1525'LINE OF THE TRACK ROAD, 194 FEET NORTHEAST OF THE NORTH END OF A ROW
 TF1525'OF TREES, IN LINE WITH A ROW OF TELEPHONE POLES, 5 FEET NORTH OF A
 TF1525'TELEPHONE POLE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 TF1525'BELOW THE LEVEL OF THE ROAD AND SET ON TOP OF A 5/8-INCH ROD THAT IS
 TF1525'DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TF1525'8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1992 ***********************************************************************
 TF1992  DESIGNATION -  A 279 RESET
 TF1992  PID         -  TF1992
 TF1992  STATE/COUNTY-  ND/RENVILLE
 TF1992  USGS QUAD   -  GRANO SW (1949)
 TF1992
 TF1992                         *CURRENT SURVEY CONTROL
 TF1992  ___________________________________________________________________
 TF1992* NAD 83(1986)-  48 31 53.     (N)    101 42 45.     (W)     SCALED    
 TF1992* NAVD 88     -       557.83   (+/-2cm)    1830.1    (feet)  VERTCON   
 TF1992  ___________________________________________________________________
 TF1992  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 TF1992
 TF1992  VERT ORDER  -  THIRD (See Below)
 TF1992
 TF1992.The horizontal coordinates were scaled from a topographic map and have
 TF1992.an estimated accuracy of +/- 6 seconds.
 TF1992
 TF1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1992.The vertical order pertains to the NGVD 29 superseded value.
 TF1992
 TF1992.The geoid height was determined by GEOID03.
 TF1992
 TF1992;                    North         East    Units  Estimated Accuracy
 TF1992;SPC ND N     -   170,970.      510,460.      MT  (+/- 180 meters Scaled)
 TF1992
 TF1992                          SUPERSEDED SURVEY CONTROL
 TF1992
 TF1992  NGVD 29 (11/04/04)  557.46   (m)         1828.9    (f) RESET       3  
 TF1992
 TF1992.Superseded values are not recommended for survey control.
 TF1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1992.See file dsdata.txt to determine how the superseded data were derived.
 TF1992
 TF1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU997789(NAD 83)
 TF1992_MARKER: DB = BENCH MARK DISK
 TF1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1992_STAMPING: A 279 RESET 1978
 TF1992_PROJECTION: FLUSH
 TF1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1992+STABILITY: SURFACE MOTION
 TF1992
 TF1992  HISTORY     - Date     Condition        Report By
 TF1992  HISTORY     - 1978     MONUMENTED       NGS
 TF1992
 TF1992                          STATION DESCRIPTION
 TF1992
 TF1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1992'6.4 MI NORTH FROM CARPIO.
 TF1992'0.2 MILE NORTHWEST ALONG SOO LINE RAILROAD, FROM STATION IN CARPIO,
 TF1992'THENCE 6.2 MILES NORTH ALONG STATE HIGHWAY 28, 80 FEET WEST OF CENTER
 TF1992'OF STATE HIGHWAY 28, 46 FEET NORTH OF CENTER OF SECTION LINE ROAD,
 TF1992'AND 4 FEET SOUTH-SOUTHWEST OF POWERLINE POLE.
 TF1992'THE MARK IS 1.4 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0234 ***********************************************************************
 RQ0234  DESIGNATION -  A 28
 RQ0234  PID         -  RQ0234
 RQ0234  STATE/COUNTY-  ND/STUTSMAN
 RQ0234  USGS QUAD   -  YPSILANTI (1952)
 RQ0234
 RQ0234                         *CURRENT SURVEY CONTROL
 RQ0234  ___________________________________________________________________
 RQ0234* NAD 83(1986)-  46 50 24.     (N)    098 34 11.     (W)     SCALED    
 RQ0234* NAVD 88     -       421.663  (meters)    1383.41   (feet)  ADJUSTED  
 RQ0234  ___________________________________________________________________
 RQ0234  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 RQ0234  DYNAMIC HT  -         421.675 (meters)    1383.45  (feet)  COMP
 RQ0234  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RQ0234
 RQ0234  VERT ORDER  -  FIRST     CLASS II
 RQ0234
 RQ0234.The horizontal coordinates were scaled from a topographic map and have
 RQ0234.an estimated accuracy of +/- 6 seconds.
 RQ0234
 RQ0234.The orthometric height was determined by differential leveling
 RQ0234.and adjusted by the National Geodetic Survey in June 1991..
 RQ0234
 RQ0234.The geoid height was determined by GEOID03.
 RQ0234
 RQ0234.The dynamic height is computed by dividing the NAVD 88
 RQ0234.geopotential number by the normal gravity value computed on the
 RQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0234.degrees latitude (g = 980.6199 gals.).
 RQ0234
 RQ0234.The modeled gravity was interpolated from observed gravity values.
 RQ0234
 RQ0234;                    North         East    Units  Estimated Accuracy
 RQ0234;SPC ND S     -   132,230.      747,220.      MT  (+/- 180 meters Scaled)
 RQ0234
 RQ0234                          SUPERSEDED SURVEY CONTROL
 RQ0234
 RQ0234  NGVD 29 (??/??/92)  421.293  (m)         1382.19   (f) ADJ UNCH    1 2
 RQ0234
 RQ0234.Superseded values are not recommended for survey control.
 RQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0234.See file dsdata.txt to determine how the superseded data were derived.
 RQ0234
 RQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS328874(NAD 83)
 RQ0234_MARKER: DB = BENCH MARK DISK
 RQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0234_STAMPING: A 28 1934
 RQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0234+STABILITY: SURFACE MOTION
 RQ0234
 RQ0234  HISTORY     - Date     Condition        Report By
 RQ0234  HISTORY     - 1934     MONUMENTED       CGS
 RQ0234  HISTORY     - 1960     GOOD             NGS
 RQ0234  HISTORY     - 1967     GOOD             DOD
 RQ0234
 RQ0234                          STATION DESCRIPTION
 RQ0234
 RQ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0234'1.7 MI S FROM REEVES.
 RQ0234'1.7 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM REEVES, AT
 RQ0234'MILEPOST 9, 33 FEET EAST OF THE CENTERLINE OF THE TRACK, 6 FEET NORTH
 RQ0234'OF A POLE AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A
 RQ0234'28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0234
 RQ0234                          STATION RECOVERY (1967)
 RQ0234
 RQ0234'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0959 ***********************************************************************
 TG0959  DESIGNATION -  A 280
 TG0959  PID         -  TG0959
 TG0959  STATE/COUNTY-  ND/BURKE
 TG0959  USGS QUAD   -  PORTAL (1949)
 TG0959
 TG0959                         *CURRENT SURVEY CONTROL
 TG0959  ___________________________________________________________________
 TG0959* NAD 83(1986)-  48 59 23.     (N)    102 32 06.     (W)     SCALED    
 TG0959* NAVD 88     -       595.594  (meters)    1954.04   (feet)  ADJUSTED  
 TG0959  ___________________________________________________________________
 TG0959  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 TG0959  DYNAMIC HT  -         595.731 (meters)    1954.49  (feet)  COMP
 TG0959  MODELED GRAV-     980,820.9   (mgal)                       NAVD 88
 TG0959
 TG0959  VERT ORDER  -  FIRST     CLASS II
 TG0959
 TG0959.The horizontal coordinates were scaled from a topographic map and have
 TG0959.an estimated accuracy of +/- 6 seconds.
 TG0959
 TG0959.The orthometric height was determined by differential leveling
 TG0959.and adjusted by the National Geodetic Survey in June 1991..
 TG0959
 TG0959.The geoid height was determined by GEOID03.
 TG0959
 TG0959.The dynamic height is computed by dividing the NAVD 88
 TG0959.geopotential number by the normal gravity value computed on the
 TG0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0959.degrees latitude (g = 980.6199 gals.).
 TG0959
 TG0959.The modeled gravity was interpolated from observed gravity values.
 TG0959
 TG0959;                    North         East    Units  Estimated Accuracy
 TG0959;SPC ND N     -   223,200.      451,070.      MT  (+/- 180 meters Scaled)
 TG0959
 TG0959                          SUPERSEDED SURVEY CONTROL
 TG0959
 TG0959  NGVD 29 (??/??/92)  595.185  (m)         1952.70   (f) ADJ UNCH    1 2
 TG0959
 TG0959.Superseded values are not recommended for survey control.
 TG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0959.See file dsdata.txt to determine how the superseded data were derived.
 TG0959
 TG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ803292(NAD 83)
 TG0959_MARKER: DB = BENCH MARK DISK
 TG0959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0959_SP_SET: 16 FT
 TG0959_STAMPING: A 280 1963
 TG0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0959
 TG0959  HISTORY     - Date     Condition        Report By
 TG0959  HISTORY     - 1963     MONUMENTED       CGS
 TG0959
 TG0959                          STATION DESCRIPTION
 TG0959
 TG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0959'0.7 MI SE FROM PORTAL.
 TG0959'ABOUT 0.7 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0959'AT PORTAL, IN SECTION 31, T 164 N, R 91 W, 21 POLES NORTHWEST OF MILE
 TG0959'POST 549, AT A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 94 FEET
 TG0959'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 115 FEET SOUTHWEST
 TG0959'OF THE CENTER OF THE CROSSING, 5 FEET NORTHEAST OF A TELEPHONE POLE,
 TG0959'76 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 35 FEET
 TG0959'SOUTHWEST OF THE CENTER LINE OF A ROAD RUNNING PARALLEL WITH THE
 TG0959'TRACK, 0.7 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TG0959'THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TG0959'WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 TG0959'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0275 ***********************************************************************
 TG0275  DESIGNATION -  A 281
 TG0275  PID         -  TG0275
 TG0275  STATE/COUNTY-  ND/BURKE
 TG0275  USGS QUAD   -  BOWBELLS (1947)
 TG0275
 TG0275                         *CURRENT SURVEY CONTROL
 TG0275  ___________________________________________________________________
 TG0275* NAD 83(1986)-  48 48 26.     (N)    102 14 23.     (W)     SCALED    
 TG0275* NAVD 88     -       597.580  (meters)    1960.56   (feet)  ADJUSTED  
 TG0275  ___________________________________________________________________
 TG0275  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 TG0275  DYNAMIC HT  -         597.706 (meters)    1960.97  (feet)  COMP
 TG0275  MODELED GRAV-     980,800.7   (mgal)                       NAVD 88
 TG0275
 TG0275  VERT ORDER  -  SECOND    CLASS 0
 TG0275
 TG0275.The horizontal coordinates were scaled from a topographic map and have
 TG0275.an estimated accuracy of +/- 6 seconds.
 TG0275
 TG0275.The orthometric height was determined by differential leveling
 TG0275.and adjusted by the National Geodetic Survey in June 1991..
 TG0275
 TG0275.The geoid height was determined by GEOID03.
 TG0275
 TG0275.The dynamic height is computed by dividing the NAVD 88
 TG0275.geopotential number by the normal gravity value computed on the
 TG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0275.degrees latitude (g = 980.6199 gals.).
 TG0275
 TG0275.The modeled gravity was interpolated from observed gravity values.
 TG0275
 TG0275;                    North         East    Units  Estimated Accuracy
 TG0275;SPC ND N     -   202,380.      472,220.      MT  (+/- 180 meters Scaled)
 TG0275
 TG0275                          SUPERSEDED SURVEY CONTROL
 TG0275
 TG0275  NGVD 29 (??/??/92)  597.172  (m)         1959.22   (f) ADJ UNCH    2 0
 TG0275
 TG0275.Superseded values are not recommended for survey control.
 TG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0275.See file dsdata.txt to determine how the superseded data were derived.
 TG0275
 TG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ026097(NAD 83)
 TG0275_MARKER: DB = BENCH MARK DISK
 TG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0275_STAMPING: A 281 1963
 TG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0275+STABILITY: SURFACE MOTION
 TG0275
 TG0275  HISTORY     - Date     Condition        Report By
 TG0275  HISTORY     - 1963     MONUMENTED       CGS
 TG0275
 TG0275                          STATION DESCRIPTION
 TG0275
 TG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0275'0.6 MI NE FROM BOWBELLS.
 TG0275'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0275'RAILROAD STATION AT BOWBELLS, 113 FEET SOUTH OF THE CENTER OF THE
 TG0275'INTERSECTION WITH U.S. HIGHWAY 52 AND STATE HIGHWAY 5, 151 FEET NORTH
 TG0275'OF THE NORTH CORNER OF THE GREAT NORTHERN RIALWAY STATION, 55 1/2 FEET
 TG0275'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE GREAT
 TG0275'NORTHERN RAILWAY, 26 FEET NORTHWEST OF THE NORTHWEST FACE OF AN OIL
 TG0275'STORAGE BUILDING, MIDWAY BETWEEN THE 2 MOST NORTHERN OF 3 POWER POLES,
 TG0275'4 FEET SOUTH OF THE NORTH POWER POLE WHICH BEARS A STREET LIGHT, 1.4
 TG0275'FEET SOUTH OF METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK
 TG0275'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1379 ***********************************************************************
 TF1379  DESIGNATION -  A 282
 TF1379  PID         -  TF1379
 TF1379  STATE/COUNTY-  ND/RENVILLE
 TF1379  USGS QUAD   -  TOLLEY (1980)
 TF1379
 TF1379                         *CURRENT SURVEY CONTROL
 TF1379  ___________________________________________________________________
 TF1379* NAD 83(1986)-  48 43 37.     (N)    101 50 47.     (W)     SCALED    
 TF1379* NAVD 88     -       558.873  (meters)    1833.57   (feet)  ADJUSTED  
 TF1379  ___________________________________________________________________
 TF1379  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1379  DYNAMIC HT  -         558.992 (meters)    1833.96  (feet)  COMP
 TF1379  MODELED GRAV-     980,803.7   (mgal)                       NAVD 88
 TF1379
 TF1379  VERT ORDER  -  SECOND    CLASS 0
 TF1379
 TF1379.The horizontal coordinates were scaled from a topographic map and have
 TF1379.an estimated accuracy of +/- 6 seconds.
 TF1379
 TF1379.The orthometric height was determined by differential leveling
 TF1379.and adjusted by the National Geodetic Survey in June 1991..
 TF1379
 TF1379.The geoid height was determined by GEOID03.
 TF1379
 TF1379.The dynamic height is computed by dividing the NAVD 88
 TF1379.geopotential number by the normal gravity value computed on the
 TF1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1379.degrees latitude (g = 980.6199 gals.).
 TF1379
 TF1379.The modeled gravity was interpolated from observed gravity values.
 TF1379
 TF1379;                    North         East    Units  Estimated Accuracy
 TF1379;SPC ND N     -   192,880.      500,950.      MT  (+/- 180 meters Scaled)
 TF1379
 TF1379                          SUPERSEDED SURVEY CONTROL
 TF1379
 TF1379  NGVD 29 (??/??/92)  558.490  (m)         1832.31   (f) ADJ UNCH    2 0
 TF1379
 TF1379.Superseded values are not recommended for survey control.
 TF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1379.See file dsdata.txt to determine how the superseded data were derived.
 TF1379
 TF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV906010(NAD 83)
 TF1379_MARKER: DB = BENCH MARK DISK
 TF1379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1379_SP_SET: 12 1/2 FEET
 TF1379_STAMPING: A 282 1963
 TF1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1379
 TF1379  HISTORY     - Date     Condition        Report By
 TF1379  HISTORY     - 1963     MONUMENTED       CGS
 TF1379
 TF1379                          STATION DESCRIPTION
 TF1379
 TF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1379'0.75 MI W FROM TOLLEY.
 TF1379'ABOUT 0.75 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1379'TOLLEY, IN SECTION 33, T 161 N, R 86 W, 80 FEET SOUTH OF AND ACROSS
 TF1379'THE TRACK FROM THE 8TH POLE EAST OF MILE POST 592, 36 FEET SOUTH OF
 TF1379'THE SOUTH RAIL, 21 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD WHICH
 TF1379'RUNS SOUTH OF AND PARALLEL TO THE TRACK, 1.2 FEET NORTH OF A METAL
 TF1379'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK AND ON THE TOP
 TF1379'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2
 TF1379'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0304 ***********************************************************************
 TG0304  DESIGNATION -  A 283
 TG0304  PID         -  TG0304
 TG0304  STATE/COUNTY-  ND/WARD
 TG0304  USGS QUAD   -  BOWBELLS SE (1949)
 TG0304
 TG0304                         *CURRENT SURVEY CONTROL
 TG0304  ___________________________________________________________________
 TG0304* NAD 83(1986)-  48 45 49.     (N)    102 01 18.     (W)     SCALED    
 TG0304* NAVD 88     -       574.841  (meters)    1885.96   (feet)  ADJUSTED  
 TG0304  ___________________________________________________________________
 TG0304  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 TG0304  DYNAMIC HT  -         574.958 (meters)    1886.34  (feet)  COMP
 TG0304  MODELED GRAV-     980,795.4   (mgal)                       NAVD 88
 TG0304
 TG0304  VERT ORDER  -  SECOND    CLASS 0
 TG0304
 TG0304.The horizontal coordinates were scaled from a topographic map and have
 TG0304.an estimated accuracy of +/- 6 seconds.
 TG0304
 TG0304.The orthometric height was determined by differential leveling
 TG0304.and adjusted by the National Geodetic Survey in June 1991..
 TG0304
 TG0304.The geoid height was determined by GEOID03.
 TG0304
 TG0304.The dynamic height is computed by dividing the NAVD 88
 TG0304.geopotential number by the normal gravity value computed on the
 TG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0304.degrees latitude (g = 980.6199 gals.).
 TG0304
 TG0304.The modeled gravity was interpolated from observed gravity values.
 TG0304
 TG0304;                    North         East    Units  Estimated Accuracy
 TG0304;SPC ND N     -   197,190.      488,140.      MT  (+/- 180 meters Scaled)
 TG0304
 TG0304                          SUPERSEDED SURVEY CONTROL
 TG0304
 TG0304  NGVD 29 (??/??/92)  574.441  (m)         1884.65   (f) ADJ UNCH    2 0
 TG0304
 TG0304.Superseded values are not recommended for survey control.
 TG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0304.See file dsdata.txt to determine how the superseded data were derived.
 TG0304
 TG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ188054(NAD 83)
 TG0304_MARKER: DB = BENCH MARK DISK
 TG0304_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0304_SP_SET: 24 FT
 TG0304_STAMPING: A 283 1963
 TG0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0304
 TG0304  HISTORY     - Date     Condition        Report By
 TG0304  HISTORY     - 1963     MONUMENTED       CGS
 TG0304
 TG0304                          STATION DESCRIPTION
 TG0304
 TG0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0304'13.6 MI SE FROM BOWBELLS.
 TG0304'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0304'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0304'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 3.0 MILES EAST
 TG0304'ALONG STATE HIGHWAY 5, IN SECTION 24, T 161 N, R 88 W, AT THE JUNCTION
 TG0304'OF A CROSS ROAD, 101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53
 TG0304'FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 14 FEET WEST OF A
 TG0304'POWER POLE, 1.3 FEET WEST OF METAL WITNESS POST, ABOUT 3 FEET BELOW
 TG0304'THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS
 TG0304'DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TG0304'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0644 ***********************************************************************
 TF0644  DESIGNATION -  A 284
 TF0644  PID         -  TF0644
 TF0644  STATE/COUNTY-  ND/BOTTINEAU
 TF0644  USGS QUAD   -  WESTHOPE SW (1949)
 TF0644
 TF0644                         *CURRENT SURVEY CONTROL
 TF0644  ___________________________________________________________________
 TF0644* NAD 83(1986)-  48 46 30.     (N)    101 08 48.     (W)     SCALED    
 TF0644* NAVD 88     -       459.077  (meters)    1506.16   (feet)  ADJUSTED  
 TF0644  ___________________________________________________________________
 TF0644  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TF0644  DYNAMIC HT  -         459.179 (meters)    1506.49  (feet)  COMP
 TF0644  MODELED GRAV-     980,818.4   (mgal)                       NAVD 88
 TF0644
 TF0644  VERT ORDER  -  SECOND    CLASS 0
 TF0644
 TF0644.The horizontal coordinates were scaled from a topographic map and have
 TF0644.an estimated accuracy of +/- 6 seconds.
 TF0644
 TF0644.The orthometric height was determined by differential leveling
 TF0644.and adjusted by the National Geodetic Survey in June 1991..
 TF0644
 TF0644.The geoid height was determined by GEOID03.
 TF0644
 TF0644.The dynamic height is computed by dividing the NAVD 88
 TF0644.geopotential number by the normal gravity value computed on the
 TF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0644.degrees latitude (g = 980.6199 gals.).
 TF0644
 TF0644.The modeled gravity was interpolated from observed gravity values.
 TF0644
 TF0644;                    North         East    Units  Estimated Accuracy
 TF0644;SPC ND N     -   197,560.      552,470.      MT  (+/- 180 meters Scaled)
 TF0644
 TF0644                          SUPERSEDED SURVEY CONTROL
 TF0644
 TF0644  NGVD 29 (??/??/92)  458.725  (m)         1505.00   (f) ADJ UNCH    2 0
 TF0644
 TF0644.Superseded values are not recommended for survey control.
 TF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0644.See file dsdata.txt to determine how the superseded data were derived.
 TF0644
 TF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV422046(NAD 83)
 TF0644_MARKER: DB = BENCH MARK DISK
 TF0644_SETTING: 80 = SET IN A BOULDER
 TF0644_SP_SET: BOULDER
 TF0644_STAMPING: A 284 1963
 TF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0644+STABILITY: SURFACE MOTION
 TF0644
 TF0644  HISTORY     - Date     Condition        Report By
 TF0644  HISTORY     - 1963     MONUMENTED       CGS
 TF0644
 TF0644                          STATION DESCRIPTION
 TF0644
 TF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0644'17.5 MI E FROM MOHALL.
 TF0644'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0644'MOHALL, THENCE 7.0 MILES EAST AND 0.85 MILE NORTH ALONG STATE HIGHWAY
 TF0644'5 AND U.S. HIGHWAY 83, ABOUT 0.15 MILE SOUTH OF A ROAD JUNCTION, IN
 TF0644'THE TOP OF A GRANITE BOULDER, IN SECTION 14, T 161 N, R 81 W, 263 FEET
 TF0644'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTHEAST OF A METAL
 TF0644'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TF0644'GRANITE BOULDER PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0669 ***********************************************************************
 TF0669  DESIGNATION -  A 285
 TF0669  PID         -  TF0669
 TF0669  STATE/COUNTY-  ND/BOTTINEAU
 TF0669  USGS QUAD   -  RENVILLE (1950)
 TF0669
 TF0669                         *CURRENT SURVEY CONTROL
 TF0669  ___________________________________________________________________
 TF0669* NAD 83(1986)-  48 51 52.     (N)    101 21 56.     (W)     SCALED    
 TF0669* NAVD 88     -       478.503  (meters)    1569.89   (feet)  ADJUSTED  
 TF0669  ___________________________________________________________________
 TF0669  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 TF0669  DYNAMIC HT  -         478.613 (meters)    1570.25  (feet)  COMP
 TF0669  MODELED GRAV-     980,825.1   (mgal)                       NAVD 88
 TF0669
 TF0669  VERT ORDER  -  SECOND    CLASS 0
 TF0669
 TF0669.The horizontal coordinates were scaled from a topographic map and have
 TF0669.an estimated accuracy of +/- 6 seconds.
 TF0669
 TF0669.The orthometric height was determined by differential leveling
 TF0669.and adjusted by the National Geodetic Survey in June 1991..
 TF0669
 TF0669.The geoid height was determined by GEOID03.
 TF0669
 TF0669.The dynamic height is computed by dividing the NAVD 88
 TF0669.geopotential number by the normal gravity value computed on the
 TF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0669.degrees latitude (g = 980.6199 gals.).
 TF0669
 TF0669.The modeled gravity was interpolated from observed gravity values.
 TF0669
 TF0669;                    North         East    Units  Estimated Accuracy
 TF0669;SPC ND N     -   207,660.      536,490.      MT  (+/- 180 meters Scaled)
 TF0669
 TF0669                          SUPERSEDED SURVEY CONTROL
 TF0669
 TF0669  NGVD 29 (??/??/92)  478.152  (m)         1568.74   (f) ADJ UNCH    2 0
 TF0669
 TF0669.Superseded values are not recommended for survey control.
 TF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0669.See file dsdata.txt to determine how the superseded data were derived.
 TF0669
 TF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV265150(NAD 83)
 TF0669_MARKER: DB = BENCH MARK DISK
 TF0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0669_SP_SET: 24 FT
 TF0669_STAMPING: A 285 1963
 TF0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0669
 TF0669  HISTORY     - Date     Condition        Report By
 TF0669  HISTORY     - 1963     MONUMENTED       CGS
 TF0669
 TF0669                          STATION DESCRIPTION
 TF0669
 TF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0669'11.05 MI SW FROM ANTLER.
 TF0669'ABOUT 0.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0669'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0669'THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 3.0 MILES WEST
 TF0669'ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, IN SECTION 7, T 162 N, R 82
 TF0669'W, 91 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF THE
 TF0669'CENTER LINE OF A TRAIL ROAD, 1 FOOT WEST OF A FENCE, 0.8 FOOT SOUTH OF
 TF0669'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 TF0669'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 TF0669'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1490 ***********************************************************************
 TF1490  DESIGNATION -  A 286
 TF1490  PID         -  TF1490
 TF1490  STATE/COUNTY-  ND/RENVILLE
 TF1490  USGS QUAD   -  MOHALL SW (1971)
 TF1490
 TF1490                         *CURRENT SURVEY CONTROL
 TF1490  ___________________________________________________________________
 TF1490* NAD 83(1986)-  48 47 33.     (N)    101 37 40.     (W)     SCALED    
 TF1490* NAVD 88     -       516.312  (meters)    1693.93   (feet)  ADJUSTED  
 TF1490  ___________________________________________________________________
 TF1490  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF1490  DYNAMIC HT  -         516.423 (meters)    1694.30  (feet)  COMP
 TF1490  MODELED GRAV-     980,809.0   (mgal)                       NAVD 88
 TF1490
 TF1490  VERT ORDER  -  SECOND    CLASS 0
 TF1490
 TF1490.The horizontal coordinates were scaled from a topographic map and have
 TF1490.an estimated accuracy of +/- 6 seconds.
 TF1490
 TF1490.The orthometric height was determined by differential leveling
 TF1490.and adjusted by the National Geodetic Survey in June 1991..
 TF1490
 TF1490.The geoid height was determined by GEOID03.
 TF1490
 TF1490.The dynamic height is computed by dividing the NAVD 88
 TF1490.geopotential number by the normal gravity value computed on the
 TF1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1490.degrees latitude (g = 980.6199 gals.).
 TF1490
 TF1490.The modeled gravity was interpolated from observed gravity values.
 TF1490
 TF1490;                    North         East    Units  Estimated Accuracy
 TF1490;SPC ND N     -   199,910.      517,140.      MT  (+/- 180 meters Scaled)
 TF1490
 TF1490                          SUPERSEDED SURVEY CONTROL
 TF1490
 TF1490  NGVD 29 (??/??/92)  515.939  (m)         1692.71   (f) ADJ UNCH    2 0
 TF1490
 TF1490.Superseded values are not recommended for survey control.
 TF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1490.See file dsdata.txt to determine how the superseded data were derived.
 TF1490
 TF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV070077(NAD 83)
 TF1490_MARKER: DB = BENCH MARK DISK
 TF1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1490_STAMPING: A 286 1963
 TF1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1490+STABILITY: SURFACE MOTION
 TF1490
 TF1490  HISTORY     - Date     Condition        Report By
 TF1490  HISTORY     - 1963     MONUMENTED       CGS
 TF1490
 TF1490                          STATION DESCRIPTION
 TF1490
 TF1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1490'7.45 MI NW FROM MOHALL.
 TF1490'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1490'MOHALL, THENCE 2.0 MILES NORTH ALONG COUNTY ROAD 28, IN SECTION 1, T
 TF1490'161 N, R 85 W, 108 FEET WEST-NORTHWEST OF THE CENTER OF A ROAD
 TF1490'INTERSECTION, 100 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 44
 TF1490'FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 10 1/2 FEET NORTH OF
 TF1490'A DOUBLE BRACED TELEPHONE POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS
 TF1490'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TF1490'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1638 ***********************************************************************
 TF1638  DESIGNATION -  A 287
 TF1638  PID         -  TF1638
 TF1638  STATE/COUNTY-  ND/RENVILLE
 TF1638  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1638
 TF1638                         *CURRENT SURVEY CONTROL
 TF1638  ___________________________________________________________________
 TF1638* NAD 83(1986)-  48 48 15.     (N)    101 49 44.     (W)     SCALED    
 TF1638* NAVD 88     -       491.200  (meters)    1611.55   (feet)  ADJUSTED  
 TF1638  ___________________________________________________________________
 TF1638  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 TF1638  DYNAMIC HT  -         491.309 (meters)    1611.90  (feet)  COMP
 TF1638  MODELED GRAV-     980,816.3   (mgal)                       NAVD 88
 TF1638
 TF1638  VERT ORDER  -  SECOND    CLASS 0
 TF1638
 TF1638.The horizontal coordinates were scaled from a topographic map and have
 TF1638.an estimated accuracy of +/- 6 seconds.
 TF1638
 TF1638.The orthometric height was determined by differential leveling
 TF1638.and adjusted by the National Geodetic Survey in June 1991..
 TF1638
 TF1638.The geoid height was determined by GEOID03.
 TF1638
 TF1638.The dynamic height is computed by dividing the NAVD 88
 TF1638.geopotential number by the normal gravity value computed on the
 TF1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1638.degrees latitude (g = 980.6199 gals.).
 TF1638
 TF1638.The modeled gravity was interpolated from observed gravity values.
 TF1638
 TF1638;                    North         East    Units  Estimated Accuracy
 TF1638;SPC ND N     -   201,440.      502,390.      MT  (+/- 180 meters Scaled)
 TF1638
 TF1638                          SUPERSEDED SURVEY CONTROL
 TF1638
 TF1638  NGVD 29 (??/??/92)  490.828  (m)         1610.32   (f) ADJ UNCH    2 0
 TF1638
 TF1638.Superseded values are not recommended for survey control.
 TF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1638.See file dsdata.txt to determine how the superseded data were derived.
 TF1638
 TF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV922095(NAD 83)
 TF1638_MARKER: DB = BENCH MARK DISK
 TF1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1638_STAMPING: A 287 1963
 TF1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1638+STABILITY: SURFACE MOTION
 TF1638
 TF1638  HISTORY     - Date     Condition        Report By
 TF1638  HISTORY     - 1963     MONUMENTED       CGS
 TF1638
 TF1638                          STATION DESCRIPTION
 TF1638
 TF1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1638'6.7 MI NE FROM TOLLEY.
 TF1638'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1638'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1638'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1638'ALONG A DIRT ROAD, IN SECTION 4, T 161 N, R 86 W, 102 FEET SOUTHEAST
 TF1638'OF THE JUNCTION WITH COUNTY ROAD 3, 33 FEET NORTHEAST OF THE ROAD, 99
 TF1638'FEET SOUTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 31 FEET
 TF1638'SOUTHEAST OF A CORNER FENCE POST, 1 1/2 FEET SOUTHWEST OF A FENCE, 1.5
 TF1638'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TF1638'COUNTY ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0124 ***********************************************************************
 SM0124  DESIGNATION -  A 288
 SM0124  PID         -  SM0124
 SM0124  STATE/COUNTY-  ND/NELSON
 SM0124  USGS QUAD   -  KLOTEN (1967)
 SM0124
 SM0124                         *CURRENT SURVEY CONTROL
 SM0124  ___________________________________________________________________
 SM0124* NAD 83(1986)-  47 40 20.     (N)    098 04 32.     (W)     SCALED    
 SM0124* NAVD 88     -       446.506  (meters)    1464.91   (feet)  ADJUSTED  
 SM0124  ___________________________________________________________________
 SM0124  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 SM0124  DYNAMIC HT  -         446.567 (meters)    1465.11  (feet)  COMP
 SM0124  MODELED GRAV-     980,734.5   (mgal)                       NAVD 88
 SM0124
 SM0124  VERT ORDER  -  SECOND    CLASS 0
 SM0124
 SM0124.The horizontal coordinates were scaled from a topographic map and have
 SM0124.an estimated accuracy of +/- 6 seconds.
 SM0124
 SM0124.The orthometric height was determined by differential leveling
 SM0124.and adjusted by the National Geodetic Survey in June 1991..
 SM0124
 SM0124.The geoid height was determined by GEOID03.
 SM0124
 SM0124.The dynamic height is computed by dividing the NAVD 88
 SM0124.geopotential number by the normal gravity value computed on the
 SM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0124.degrees latitude (g = 980.6199 gals.).
 SM0124
 SM0124.The modeled gravity was interpolated from observed gravity values.
 SM0124
 SM0124;                    North         East    Units  Estimated Accuracy
 SM0124;SPC ND N     -    77,600.      782,030.      MT  (+/- 180 meters Scaled)
 SM0124
 SM0124                          SUPERSEDED SURVEY CONTROL
 SM0124
 SM0124  NGVD 29 (??/??/92)  446.142  (m)         1463.72   (f) ADJ UNCH    2 0
 SM0124
 SM0124.Superseded values are not recommended for survey control.
 SM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0124.See file dsdata.txt to determine how the superseded data were derived.
 SM0124
 SM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT693802(NAD 83)
 SM0124_MARKER: DB = BENCH MARK DISK
 SM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0124_STAMPING: A 288 1963
 SM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0124+STABILITY: SURFACE MOTION
 SM0124
 SM0124  HISTORY     - Date     Condition        Report By
 SM0124  HISTORY     - 1963     MONUMENTED       CGS
 SM0124
 SM0124                          STATION DESCRIPTION
 SM0124
 SM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0124'4.55 MI SW FROM ANETA.
 SM0124'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0124'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST
 SM0124'ALONG A GRAVELED ROAD, IN SECTION 33, T 149 N, R 58 W, 29 FEET NORTH
 SM0124'OF THE CENTER LINE OF THE ROAD, 200 FEET SOUTHWEST OF THE CENTER LINE
 SM0124'OF A ROAD LEADING NORTH, 1 FOOT SOUTH OF A FENCE CORNER, 1.5 FEET WEST
 SM0124'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SM0124'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0296 ***********************************************************************
 SM0296  DESIGNATION -  A 289
 SM0296  PID         -  SM0296
 SM0296  STATE/COUNTY-  ND/NELSON
 SM0296  USGS QUAD   -  KLOTEN NW (1961)
 SM0296
 SM0296                         *CURRENT SURVEY CONTROL
 SM0296  ___________________________________________________________________
 SM0296* NAD 83(1986)-  47 44 42.     (N)    098 09 37.     (W)     SCALED    
 SM0296* NAVD 88     -       441.474  (meters)    1448.40   (feet)  ADJUSTED  
 SM0296  ___________________________________________________________________
 SM0296  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SM0296  DYNAMIC HT  -         441.545 (meters)    1448.64  (feet)  COMP
 SM0296  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 SM0296
 SM0296  VERT ORDER  -  SECOND    CLASS 0
 SM0296
 SM0296.The horizontal coordinates were scaled from a topographic map and have
 SM0296.an estimated accuracy of +/- 6 seconds.
 SM0296
 SM0296.The orthometric height was determined by differential leveling
 SM0296.and adjusted by the National Geodetic Survey in June 1991..
 SM0296
 SM0296.The geoid height was determined by GEOID03.
 SM0296
 SM0296.The dynamic height is computed by dividing the NAVD 88
 SM0296.geopotential number by the normal gravity value computed on the
 SM0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0296.degrees latitude (g = 980.6199 gals.).
 SM0296
 SM0296.The modeled gravity was interpolated from observed gravity values.
 SM0296
 SM0296;                    North         East    Units  Estimated Accuracy
 SM0296;SPC ND N     -    85,500.      775,430.      MT  (+/- 180 meters Scaled)
 SM0296
 SM0296                          SUPERSEDED SURVEY CONTROL
 SM0296
 SM0296  NGVD 29 (??/??/92)  441.115  (m)         1447.22   (f) ADJ UNCH    2 0
 SM0296
 SM0296.Superseded values are not recommended for survey control.
 SM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0296.See file dsdata.txt to determine how the superseded data were derived.
 SM0296
 SM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629883(NAD 83)
 SM0296_MARKER: DB = BENCH MARK DISK
 SM0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0296_STAMPING: A 289 1963
 SM0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0296+STABILITY: SURFACE MOTION
 SM0296
 SM0296  HISTORY     - Date     Condition        Report By
 SM0296  HISTORY     - 1963     MONUMENTED       CGS
 SM0296
 SM0296                          STATION DESCRIPTION
 SM0296
 SM0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0296'1.7 MI SE FROM MCVILLE.
 SM0296'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0296'AT MCVILLE, THENCE 0.8 MILE SOUTH ALONG COUNTY ROAD 35, IN SECTION 1,
 SM0296'T 149 N, R 59 W, 75 FEET EAST OF THE CENTER LINE OF THE ROAD, 61 FEET
 SM0296'NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING EAST, IN LINE WITH A
 SM0296'ROW OF POWER POLES, AT A JUNCTION POLE, 1.0 FOOT NORTH OF A METAL
 SM0296'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SM0296'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0552 ***********************************************************************
 RP0552  DESIGNATION -  A 29
 RP0552  PID         -  RP0552
 RP0552  STATE/COUNTY-  ND/RANSOM
 RP0552  USGS QUAD   -  ENDERLIN NORTH (1961)
 RP0552
 RP0552                         *CURRENT SURVEY CONTROL
 RP0552  ___________________________________________________________________
 RP0552* NAD 83(1986)-  46 37 43.     (N)    097 36 21.     (W)     SCALED    
 RP0552* NAVD 88     -       330.656  (meters)    1084.83   (feet)  ADJUSTED  
 RP0552  ___________________________________________________________________
 RP0552  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RP0552  DYNAMIC HT  -         330.672 (meters)    1084.88  (feet)  COMP
 RP0552  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 RP0552
 RP0552  VERT ORDER  -  SECOND    CLASS 0
 RP0552
 RP0552.The horizontal coordinates were scaled from a topographic map and have
 RP0552.an estimated accuracy of +/- 6 seconds.
 RP0552
 RP0552.The orthometric height was determined by differential leveling
 RP0552.and adjusted by the National Geodetic Survey in June 1991..
 RP0552
 RP0552.The geoid height was determined by GEOID03.
 RP0552
 RP0552.The dynamic height is computed by dividing the NAVD 88
 RP0552.geopotential number by the normal gravity value computed on the
 RP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0552.degrees latitude (g = 980.6199 gals.).
 RP0552
 RP0552.The modeled gravity was interpolated from observed gravity values.
 RP0552
 RP0552;                    North         East    Units  Estimated Accuracy
 RP0552;SPC ND S     -   111,010.      821,580.      MT  (+/- 180 meters Scaled)
 RP0552
 RP0552                          SUPERSEDED SURVEY CONTROL
 RP0552
 RP0552  NGVD 29 (??/??/92)  330.340  (m)         1083.79   (f) ADJ UNCH    2 0
 RP0552
 RP0552.Superseded values are not recommended for survey control.
 RP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0552.See file dsdata.txt to determine how the superseded data were derived.
 RP0552
 RP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS067648(NAD 83)
 RP0552_MARKER: DB = BENCH MARK DISK
 RP0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0552_STAMPING: A 29 1934
 RP0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0552+STABILITY: SURFACE MOTION
 RP0552
 RP0552  HISTORY     - Date     Condition        Report By
 RP0552  HISTORY     - 1934     MONUMENTED       CGS
 RP0552
 RP0552                          STATION DESCRIPTION
 RP0552
 RP0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0552'IN ENDERLIN.
 RP0552'AT ENDERLIN, RANSOM COUNTY, 11 POLES NORTHWEST OF THE SOO LINE
 RP0552'RAILROAD STATION, 550 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 RP0552'HIGHWAY 46, 200 FEET SOUTHEAST OF A PUBLIC-ROAD CROSSING, 48 FEET
 RP0552'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTHEAST OF A
 RP0552'POLE.  A STANDARD DISK, STAMPED A 29 1934 AND SET IN THE TOP OF A
 RP0552'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0275 ***********************************************************************
 SM0275  DESIGNATION -  A 290
 SM0275  PID         -  SM0275
 SM0275  STATE/COUNTY-  ND/NELSON
 SM0275  USGS QUAD   -  TOLNA (1951)
 SM0275
 SM0275                         *CURRENT SURVEY CONTROL
 SM0275  ___________________________________________________________________
 SM0275* NAD 83(1986)-  47 46 26.     (N)    098 25 06.     (W)     SCALED    
 SM0275* NAVD 88     -       445.188  (meters)    1460.59   (feet)  ADJUSTED  
 SM0275  ___________________________________________________________________
 SM0275  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM0275  DYNAMIC HT  -         445.260 (meters)    1460.82  (feet)  COMP
 SM0275  MODELED GRAV-     980,759.5   (mgal)                       NAVD 88
 SM0275
 SM0275  VERT ORDER  -  SECOND    CLASS 0
 SM0275
 SM0275.The horizontal coordinates were scaled from a topographic map and have
 SM0275.an estimated accuracy of +/- 6 seconds.
 SM0275
 SM0275.The orthometric height was determined by differential leveling
 SM0275.and adjusted by the National Geodetic Survey in June 1991..
 SM0275
 SM0275.The geoid height was determined by GEOID03.
 SM0275
 SM0275.The dynamic height is computed by dividing the NAVD 88
 SM0275.geopotential number by the normal gravity value computed on the
 SM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0275.degrees latitude (g = 980.6199 gals.).
 SM0275
 SM0275.The modeled gravity was interpolated from observed gravity values.
 SM0275
 SM0275;                    North         East    Units  Estimated Accuracy
 SM0275;SPC ND N     -    88,150.      756,000.      MT  (+/- 180 meters Scaled)
 SM0275
 SM0275                          SUPERSEDED SURVEY CONTROL
 SM0275
 SM0275  NGVD 29 (??/??/92)  444.838  (m)         1459.44   (f) ADJ UNCH    2 0
 SM0275
 SM0275.Superseded values are not recommended for survey control.
 SM0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0275.See file dsdata.txt to determine how the superseded data were derived.
 SM0275
 SM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT435913(NAD 83)
 SM0275_MARKER: DB = BENCH MARK DISK
 SM0275_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0275_SP_SET: 14 FT
 SM0275_STAMPING: A 290 1963
 SM0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0275
 SM0275  HISTORY     - Date     Condition        Report By
 SM0275  HISTORY     - 1963     MONUMENTED       CGS
 SM0275
 SM0275                          STATION DESCRIPTION
 SM0275
 SM0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0275'4.85 MI SE FROM TOLNA.
 SM0275'ABOUT 3.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0275'RAILWAY STATION AT TOLNA, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 SM0275'IN SECTION 26, T 150 N, R 61 W, 75 FEET NORTH OF THE CENTER LINE OF
 SM0275'THE ROAD, 58 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 2.8 FEET
 SM0275'WEST OF A TELEPHONE POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 SM0275'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 SM0275'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND ENCASED IN
 SM0275'A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0012 ***********************************************************************
 SM0012  DESIGNATION -  A 291
 SM0012  PID         -  SM0012
 SM0012  STATE/COUNTY-  ND/NELSON
 SM0012  USGS QUAD   -  TOLNA (1951)
 SM0012
 SM0012                         *CURRENT SURVEY CONTROL
 SM0012  ___________________________________________________________________
 SM0012* NAD 83(1986)-  47 49 53.     (N)    098 29 55.     (W)     SCALED    
 SM0012* NAVD 88     -       444.463  (meters)    1458.21   (feet)  ADJUSTED  
 SM0012  ___________________________________________________________________
 SM0012  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0012  DYNAMIC HT  -         444.533 (meters)    1458.44  (feet)  COMP
 SM0012  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SM0012
 SM0012  VERT ORDER  -  SECOND    CLASS 0
 SM0012
 SM0012.The horizontal coordinates were scaled from a topographic map and have
 SM0012.an estimated accuracy of +/- 6 seconds.
 SM0012
 SM0012.The orthometric height was determined by differential leveling
 SM0012.and adjusted by the National Geodetic Survey in June 1991..
 SM0012
 SM0012.The geoid height was determined by GEOID03.
 SM0012
 SM0012.The dynamic height is computed by dividing the NAVD 88
 SM0012.geopotential number by the normal gravity value computed on the
 SM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0012.degrees latitude (g = 980.6199 gals.).
 SM0012
 SM0012.The modeled gravity was interpolated from observed gravity values.
 SM0012
 SM0012;                    North         East    Units  Estimated Accuracy
 SM0012;SPC ND N     -    94,380.      749,820.      MT  (+/- 180 meters Scaled)
 SM0012
 SM0012                          SUPERSEDED SURVEY CONTROL
 SM0012
 SM0012  NGVD 29 (??/??/92)  444.108  (m)         1457.04   (f) ADJ UNCH    2 0
 SM0012
 SM0012.Superseded values are not recommended for survey control.
 SM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0012.See file dsdata.txt to determine how the superseded data were derived.
 SM0012
 SM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT375976(NAD 83)
 SM0012_MARKER: DB = BENCH MARK DISK
 SM0012_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0012_SP_SET: 16 FT
 SM0012_STAMPING: A 291 1963
 SM0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM0012+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 SM0012
 SM0012  HISTORY     - Date     Condition        Report By
 SM0012  HISTORY     - 1963     MONUMENTED       CGS
 SM0012  HISTORY     - 19991014 GOOD             NDWC
 SM0012
 SM0012                          STATION DESCRIPTION
 SM0012
 SM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0012'2.9 MI SW FROM TOLNA.
 SM0012'ABOUT 2.05 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0012'STATION AT TOLNA, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD, THENCE
 SM0012'0.7 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 5, T 151 N, R 61 W,
 SM0012'0.3 MILE EAST OF A GROVE OF TREES AND SOME FARM BUILDINGS, 37 FEET
 SM0012'SOUTH OF THE CENTER LINE OF THE ROAD, 39 1/2 FEET SOUTHEAST OF A POWER
 SM0012'POLE, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 SM0012'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET ON THE TOP OF A
 SM0012'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND
 SM0012'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
 SM0012
 SM0012                          STATION RECOVERY (1999)
 SM0012
 SM0012'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 SM0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1026 ***********************************************************************
 SL1026  DESIGNATION -  A 292
 SL1026  PID         -  SL1026
 SL1026  STATE/COUNTY-  ND/NELSON
 SL1026  USGS QUAD   -  ANETA (1967)
 SL1026
 SL1026                         *CURRENT SURVEY CONTROL
 SL1026  ___________________________________________________________________
 SL1026* NAD 83(1986)-  47 43 47.     (N)    097 56 41.     (W)     SCALED    
 SL1026* NAVD 88     -       456.416  (meters)    1497.42   (feet)  ADJUSTED  
 SL1026  ___________________________________________________________________
 SL1026  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 SL1026  DYNAMIC HT  -         456.479 (meters)    1497.63  (feet)  COMP
 SL1026  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 SL1026
 SL1026  VERT ORDER  -  SECOND    CLASS 0
 SL1026
 SL1026.The horizontal coordinates were scaled from a topographic map and have
 SL1026.an estimated accuracy of +/- 6 seconds.
 SL1026
 SL1026.The orthometric height was determined by differential leveling
 SL1026.and adjusted by the National Geodetic Survey in June 1991..
 SL1026
 SL1026.The geoid height was determined by GEOID03.
 SL1026
 SL1026.The dynamic height is computed by dividing the NAVD 88
 SL1026.geopotential number by the normal gravity value computed on the
 SL1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1026.degrees latitude (g = 980.6199 gals.).
 SL1026
 SL1026.The modeled gravity was interpolated from observed gravity values.
 SL1026
 SL1026;                    North         East    Units  Estimated Accuracy
 SL1026;SPC ND N     -    84,310.      791,640.      MT  (+/- 180 meters Scaled)
 SL1026
 SL1026                          SUPERSEDED SURVEY CONTROL
 SL1026
 SL1026  NGVD 29 (??/??/92)  456.045  (m)         1496.21   (f) ADJ UNCH    2 0
 SL1026
 SL1026.Superseded values are not recommended for survey control.
 SL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1026.See file dsdata.txt to determine how the superseded data were derived.
 SL1026
 SL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT791868(NAD 83)
 SL1026_MARKER: DB = BENCH MARK DISK
 SL1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1026_STAMPING: A 292 1963
 SL1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1026+STABILITY: SURFACE MOTION
 SL1026
 SL1026  HISTORY     - Date     Condition        Report By
 SL1026  HISTORY     - 1963     MONUMENTED       CGS
 SL1026
 SL1026                          STATION DESCRIPTION
 SL1026
 SL1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1026'5.8 MI NE FROM ANETA.
 SL1026'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SL1026'THENCE 3.65 MILES NORTH ALONG STATE HIGHWAY 32, THENCE 2.1 MILES EAST
 SL1026'ALONG A GRAVELED ROAD, IN SECTION 15, T 149 N, R 57 W, 67 FEET SOUTH
 SL1026'OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE OF A
 SL1026'DRIVEWAY, 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING, 71
 SL1026'FEET NORTHWEST OF A 25-INCH COTTONWOOD TREE, 1.5 FEET SOUTHWEST OF A
 SL1026'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL1026'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0445 ***********************************************************************
 TE0445  DESIGNATION -  A 293
 TE0445  PID         -  TE0445
 TE0445  STATE/COUNTY-  ND/NELSON
 TE0445  USGS QUAD   -  LAKOTA (1983)
 TE0445
 TE0445                         *CURRENT SURVEY CONTROL
 TE0445  ___________________________________________________________________
 TE0445* NAD 83(1986)-  48 02 09.     (N)    098 20 08.     (W)     SCALED    
 TE0445* NAVD 88     -       460.542  (meters)    1510.96   (feet)  ADJUSTED  
 TE0445  ___________________________________________________________________
 TE0445  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0445  DYNAMIC HT  -         460.618 (meters)    1511.21  (feet)  COMP
 TE0445  MODELED GRAV-     980,763.9   (mgal)                       NAVD 88
 TE0445
 TE0445  VERT ORDER  -  FIRST     CLASS II
 TE0445
 TE0445.The horizontal coordinates were scaled from a topographic map and have
 TE0445.an estimated accuracy of +/- 6 seconds.
 TE0445
 TE0445.The orthometric height was determined by differential leveling
 TE0445.and adjusted by the National Geodetic Survey in June 1991..
 TE0445.WARNING-Repeat measurements at this control monument indicate possible
 TE0445.vertical movement.
 TE0445
 TE0445.The geoid height was determined by GEOID03.
 TE0445
 TE0445.The dynamic height is computed by dividing the NAVD 88
 TE0445.geopotential number by the normal gravity value computed on the
 TE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0445.degrees latitude (g = 980.6199 gals.).
 TE0445
 TE0445.The modeled gravity was interpolated from observed gravity values.
 TE0445
 TE0445;                    North         East    Units  Estimated Accuracy
 TE0445;SPC ND N     -   117,430.      761,380.      MT  (+/- 180 meters Scaled)
 TE0445
 TE0445                          SUPERSEDED SURVEY CONTROL
 TE0445
 TE0445  NGVD 29 (??/??/92)  460.215  (m)         1509.89   (f) ADJ UNCH    1 2
 TE0445
 TE0445.Superseded values are not recommended for survey control.
 TE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0445.See file dsdata.txt to determine how the superseded data were derived.
 TE0445
 TE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU495204(NAD 83)
 TE0445_MARKER: DB = BENCH MARK DISK
 TE0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0445_STAMPING: A 293 1963
 TE0445_MARK LOGO: CGS   
 TE0445_PROJECTION: FLUSH
 TE0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0445+STABILITY: SURFACE MOTION
 TE0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0445+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 TE0445
 TE0445  HISTORY     - Date     Condition        Report By
 TE0445  HISTORY     - 1963     MONUMENTED       CGS
 TE0445  HISTORY     - 1982     GOOD             NGS
 TE0445  HISTORY     - 20060118 GOOD             INDIV
 TE0445
 TE0445                          STATION DESCRIPTION
 TE0445
 TE0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0445'0.7 MI SE FROM LAKOTA.
 TE0445'0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0445'LAKOTA, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAY 1, IN SECTION 26, T
 TE0445'153 N, R 60 W, ABOUT 0.1 MILE NORTHEAST OF THE CENTER OF A CURVE IN
 TE0445'U.S. HIGHWAY 2, 71 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38
 TE0445'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 75 FEET SOUTH OF
 TE0445'THE SOUTHWEST CORNER OF A FARM HOUSE, 5 FEET EAST OF A POWER POLE
 TE0445'WHICH SUPPORTS A TRANSFORMER, 78 FEET NORTHEAST OF THE CENTER OF A
 TE0445'ROAD INTERSECTION, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 TE0445'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TE0445'GROUND.
 TE0445
 TE0445                          STATION RECOVERY (1982)
 TE0445
 TE0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0445'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0445'0.6 KM (0.4 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TE0445'STATION IN LAKOTA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 1
 TE0445'TO THE JUNCTION OF U.S. HIGHWAY 2, 41.1 METERS (135.0 FT) NORTH OF
 TE0445'U.S. HIGHWAY 2 WESTBOUND, 21.6 METERS (71.0 FT) EAST OF THE CENTERLINE
 TE0445'OF HIGHWAY 1, 11.5 METERS (38.0 FT) NORTH OF THE CENTER OF AN
 TE0445'EAST-WEST GRAVEL ROAD, 22.8 METERS (75.0 FT) SOUTH OF THE SOUTHWEST
 TE0445'CORNER OF A TWO STORY FARM HOUSE, AND 1.5 METERS (5.0 FT) EAST OF A
 TE0445'POWER POLE WITH A TRANSFORMER.
 TE0445'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 TE0445'THE MARK IS 0.3 M ABOVE HIGHWAY.
 TE0445
 TE0445                          STATION RECOVERY (2006)
 TE0445
 TE0445'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 TE0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0878 ***********************************************************************
 SL0878  DESIGNATION -  A 294 RESET
 SL0878  PID         -  SL0878
 SL0878  STATE/COUNTY-  ND/GRIGGS
 SL0878  USGS QUAD   -  SHARON (1967)
 SL0878
 SL0878                         *CURRENT SURVEY CONTROL
 SL0878  ___________________________________________________________________
 SL0878* NAD 83(1986)-  47 36 05.     (N)    097 59 08.     (W)     SCALED    
 SL0878* NAVD 88     -       449.69   (+/-2cm)    1475.4    (feet)  VERTCON   
 SL0878  ___________________________________________________________________
 SL0878  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 SL0878
 SL0878  VERT ORDER  -  THIRD (See Below)
 SL0878
 SL0878.The horizontal coordinates were scaled from a topographic map and have
 SL0878.an estimated accuracy of +/- 6 seconds.
 SL0878
 SL0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0878.The vertical order pertains to the NGVD 29 superseded value.
 SL0878
 SL0878.The geoid height was determined by GEOID03.
 SL0878
 SL0878;                    North         East    Units  Estimated Accuracy
 SL0878;SPC ND N     -    69,950.      789,040.      MT  (+/- 180 meters Scaled)
 SL0878
 SL0878                          SUPERSEDED SURVEY CONTROL
 SL0878
 SL0878  NGVD 29 (11/04/04)  449.32   (m)         1474.1    (f) RESET       3  
 SL0878
 SL0878.Superseded values are not recommended for survey control.
 SL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0878.See file dsdata.txt to determine how the superseded data were derived.
 SL0878
 SL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT762724(NAD 83)
 SL0878_MARKER: DB = BENCH MARK DISK
 SL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0878_STAMPING: A 294 RESET 1965
 SL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0878+STABILITY: SURFACE MOTION
 SL0878
 SL0878  HISTORY     - Date     Condition        Report By
 SL0878  HISTORY     - 1965     MONUMENTED       CGS
 SL0878  HISTORY     - 1968     GOOD             DOD
 SL0878
 SL0878                          STATION DESCRIPTION
 SL0878
 SL0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SL0878'5.75 MI S FROM ANETA.
 SL0878'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SL0878'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32, IN
 SL0878'SECTION 25, T 148 N, R 58 W, 225 FEET NORTHWEST OF THE CENTER OF THE
 SL0878'JUNCTION OF STATE HIGHWAY 32 AND STATE HIGHWAY 45, 199 FEET WEST OF
 SL0878'THE CENTER LINE OF STATE HIGHWAY 32, 100 FEET NORTH OF THE CENTER LINE
 SL0878'OF STATE HIGHWAY 45, 3 FEET EAST OF A METAL WITNESS POST, AND SET IN
 SL0878'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 SL0878
 SL0878                          STATION RECOVERY (1968)
 SL0878
 SL0878'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0382 ***********************************************************************
 SM0382  DESIGNATION -  A 295
 SM0382  PID         -  SM0382
 SM0382  STATE/COUNTY-  ND/GRIGGS
 SM0382  USGS QUAD   -  HANNAFORD (1961)
 SM0382
 SM0382                         *CURRENT SURVEY CONTROL
 SM0382  ___________________________________________________________________
 SM0382* NAD 83(1986)-  47 19 20.     (N)    098 11 17.     (W)     SCALED    
 SM0382* NAVD 88     -       427.169  (meters)    1401.47   (feet)  ADJUSTED  
 SM0382  ___________________________________________________________________
 SM0382  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 SM0382  DYNAMIC HT  -         427.207 (meters)    1401.60  (feet)  COMP
 SM0382  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SM0382
 SM0382  VERT ORDER  -  SECOND    CLASS 0
 SM0382
 SM0382.The horizontal coordinates were scaled from a topographic map and have
 SM0382.an estimated accuracy of +/- 6 seconds.
 SM0382
 SM0382.The orthometric height was determined by differential leveling
 SM0382.and adjusted by the National Geodetic Survey in June 1991..
 SM0382
 SM0382.The geoid height was determined by GEOID03.
 SM0382
 SM0382.The dynamic height is computed by dividing the NAVD 88
 SM0382.geopotential number by the normal gravity value computed on the
 SM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0382.degrees latitude (g = 980.6199 gals.).
 SM0382
 SM0382.The modeled gravity was interpolated from observed gravity values.
 SM0382
 SM0382;                    North         East    Units  Estimated Accuracy
 SM0382;SPC ND N     -    38,450.      774,760.      MT  (+/- 180 meters Scaled)
 SM0382
 SM0382                          SUPERSEDED SURVEY CONTROL
 SM0382
 SM0382  NGVD 29 (??/??/92)  426.812  (m)         1400.30   (f) ADJ UNCH    2 0
 SM0382
 SM0382.Superseded values are not recommended for survey control.
 SM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0382.See file dsdata.txt to determine how the superseded data were derived.
 SM0382
 SM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT613412(NAD 83)
 SM0382_MARKER: DB = BENCH MARK DISK
 SM0382_SETTING: 80 = SET IN A BOULDER
 SM0382_SP_SET: BOULDER
 SM0382_STAMPING: A 295 1963
 SM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0382+STABILITY: SURFACE MOTION
 SM0382
 SM0382  HISTORY     - Date     Condition        Report By
 SM0382  HISTORY     - 1963     MONUMENTED       CGS
 SM0382
 SM0382                          STATION DESCRIPTION
 SM0382
 SM0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0382'0.8 MI N FROM HANNAFORD.
 SM0382'ABOUT 0.8 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0382'CROSSING OF THE NORTHERN PACIFIC AND GREAT NORTHERN RAILWAYS AT
 SM0382'HANNAFORD, IN SECTION 5, T 144 N, R 59 W, 5 RAILS NORTH OF MILEPOST
 SM0382'27, 57 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF A FLAT BOULDER
 SM0382'FLUSH WITH THE GROUND, 5 FEET SOUTHWEST OF A TELEPHONE POLE, 2.5 FEET
 SM0382'WEST OF A METAL WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SM0382'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0954 ***********************************************************************
 SL0954  DESIGNATION -  A 296
 SL0954  PID         -  SL0954
 SL0954  STATE/COUNTY-  ND/GRAND FORKS
 SL0954  USGS QUAD   -  LOGAN CENTER (1963)
 SL0954
 SL0954                         *CURRENT SURVEY CONTROL
 SL0954  ___________________________________________________________________
 SL0954* NAD 83(1986)-  47 48 10.     (N)    097 49 03.     (W)     SCALED    
 SL0954* NAVD 88     -       434.969  (meters)    1427.06   (feet)  ADJUSTED  
 SL0954  ___________________________________________________________________
 SL0954  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL0954  DYNAMIC HT  -         435.033 (meters)    1427.27  (feet)  COMP
 SL0954  MODELED GRAV-     980,746.4   (mgal)                       NAVD 88
 SL0954
 SL0954  VERT ORDER  -  SECOND    CLASS 0
 SL0954
 SL0954.The horizontal coordinates were scaled from a topographic map and have
 SL0954.an estimated accuracy of +/- 6 seconds.
 SL0954
 SL0954.The orthometric height was determined by differential leveling
 SL0954.and adjusted by the National Geodetic Survey in June 1991..
 SL0954
 SL0954.The geoid height was determined by GEOID03.
 SL0954
 SL0954.The dynamic height is computed by dividing the NAVD 88
 SL0954.geopotential number by the normal gravity value computed on the
 SL0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0954.degrees latitude (g = 980.6199 gals.).
 SL0954
 SL0954.The modeled gravity was interpolated from observed gravity values.
 SL0954
 SL0954;                    North         East    Units  Estimated Accuracy
 SL0954;SPC ND N     -    92,750.      800,890.      MT  (+/- 180 meters Scaled)
 SL0954
 SL0954                          SUPERSEDED SURVEY CONTROL
 SL0954
 SL0954  NGVD 29 (??/??/92)  434.598  (m)         1425.84   (f) ADJ UNCH    2 0
 SL0954
 SL0954.Superseded values are not recommended for survey control.
 SL0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0954.See file dsdata.txt to determine how the superseded data were derived.
 SL0954
 SL0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT885950(NAD 83)
 SL0954_MARKER: DB = BENCH MARK DISK
 SL0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0954_STAMPING: A 296 1963
 SL0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0954+STABILITY: SURFACE MOTION
 SL0954
 SL0954  HISTORY     - Date     Condition        Report By
 SL0954  HISTORY     - 1963     MONUMENTED       CGS
 SL0954
 SL0954                          STATION DESCRIPTION
 SL0954
 SL0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0954'16.85 MI S FROM NIAGARA.
 SL0954'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0954'AT NIAGARA, THENCE 11.35 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0
 SL0954'MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 SL0954'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD TO AN
 SL0954'INTERSECTION, IN SECTION 15, T 150 N, R 56 W, OR 2.7 MILES EAST ALONG
 SL0954'STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN CHURCH AT SHARON, THENCE
 SL0954'0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 5.0 MILES NORTH ALONG A
 SL0954'GRAVELED ROAD, THENCE 4.0 MILES NORTH 1.0 MILE EAST AND 5.0 MILES
 SL0954'NORTH ALONG COUNTY ROAD 16, 76 FEET NORTHEAST OF THE CENTER OF THE
 SL0954'INTERSECTION, 61 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 16, 44
 SL0954'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 145 FEET
 SL0954'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD SCHOOLHOUSE, 5 FEET
 SL0954'NORTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 SL0954'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SL0954'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1021 ***********************************************************************
 SL1021  DESIGNATION -  A 297
 SL1021  PID         -  SL1021
 SL1021  STATE/COUNTY-  ND/GRAND FORKS
 SL1021  USGS QUAD   -  NIAGARA (1963)
 SL1021
 SL1021                         *CURRENT SURVEY CONTROL
 SL1021  ___________________________________________________________________
 SL1021* NAD 83(1986)-  47 54 13.     (N)    097 49 17.     (W)     SCALED    
 SL1021* NAVD 88     -       422.904  (meters)    1387.48   (feet)  ADJUSTED  
 SL1021  ___________________________________________________________________
 SL1021  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1021  DYNAMIC HT  -         422.968 (meters)    1387.69  (feet)  COMP
 SL1021  MODELED GRAV-     980,750.6   (mgal)                       NAVD 88
 SL1021
 SL1021  VERT ORDER  -  SECOND    CLASS 0
 SL1021
 SL1021.The horizontal coordinates were scaled from a topographic map and have
 SL1021.an estimated accuracy of +/- 6 seconds.
 SL1021
 SL1021.The orthometric height was determined by differential leveling
 SL1021.and adjusted by the National Geodetic Survey in June 1991..
 SL1021
 SL1021.The geoid height was determined by GEOID03.
 SL1021
 SL1021.The dynamic height is computed by dividing the NAVD 88
 SL1021.geopotential number by the normal gravity value computed on the
 SL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1021.degrees latitude (g = 980.6199 gals.).
 SL1021
 SL1021.The modeled gravity was interpolated from observed gravity values.
 SL1021
 SL1021;                    North         East    Units  Estimated Accuracy
 SL1021;SPC ND N     -   103,950.      800,210.      MT  (+/- 180 meters Scaled)
 SL1021
 SL1021                          SUPERSEDED SURVEY CONTROL
 SL1021
 SL1021  NGVD 29 (??/??/92)  422.534  (m)         1386.26   (f) ADJ UNCH    2 0
 SL1021
 SL1021.Superseded values are not recommended for survey control.
 SL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1021.See file dsdata.txt to determine how the superseded data were derived.
 SL1021
 SL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU880062(NAD 83)
 SL1021_MARKER: DB = BENCH MARK DISK
 SL1021_SETTING: 80 = SET IN A BOULDER
 SL1021_SP_SET: BOULDER
 SL1021_STAMPING: A 297 1963
 SL1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1021+STABILITY: SURFACE MOTION
 SL1021
 SL1021  HISTORY     - Date     Condition        Report By
 SL1021  HISTORY     - 1963     MONUMENTED       CGS
 SL1021
 SL1021                          STATION DESCRIPTION
 SL1021
 SL1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1021'9.65 MI SE FROM NIAGARA.
 SL1021'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL1021'AT NIAGARA, THENCE 6.3 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.85
 SL1021'MILES EAST ALONG COUNTY ROAD 4, IN SECTION 16, T 151 N, R 56 W, 115
 SL1021'FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 SL1021'LARGE GRANITE BOULDER PROJECTING 12 INCHES, 75 FEET EAST OF A POWER
 SL1021'POLE, 11 1/2 FEET SOUTH OF A FENCE, 11.4 FEET SOUTH OF A METAL WITNESS
 SL1021'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0909 ***********************************************************************
 SL0909  DESIGNATION -  A 298
 SL0909  PID         -  SL0909
 SL0909  STATE/COUNTY-  ND/NELSON
 SL0909  USGS QUAD   -  LAKE PICKARD (1971)
 SL0909
 SL0909                         *CURRENT SURVEY CONTROL
 SL0909  ___________________________________________________________________
 SL0909* NAD 83(1986)-  47 59 27.     (N)    097 59 25.     (W)     SCALED    
 SL0909* NAVD 88     -       465.699  (meters)    1527.88   (feet)  ADJUSTED  
 SL0909  ___________________________________________________________________
 SL0909  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 SL0909  DYNAMIC HT  -         465.781 (meters)    1528.15  (feet)  COMP
 SL0909  MODELED GRAV-     980,772.9   (mgal)                       NAVD 88
 SL0909
 SL0909  VERT ORDER  -  SECOND    CLASS 0
 SL0909
 SL0909.The horizontal coordinates were scaled from a topographic map and have
 SL0909.an estimated accuracy of +/- 6 seconds.
 SL0909
 SL0909.The orthometric height was determined by differential leveling
 SL0909.and adjusted by the National Geodetic Survey in June 1991..
 SL0909
 SL0909.The geoid height was determined by GEOID03.
 SL0909
 SL0909.The dynamic height is computed by dividing the NAVD 88
 SL0909.geopotential number by the normal gravity value computed on the
 SL0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0909.degrees latitude (g = 980.6199 gals.).
 SL0909
 SL0909.The modeled gravity was interpolated from observed gravity values.
 SL0909
 SL0909;                    North         East    Units  Estimated Accuracy
 SL0909;SPC ND N     -   113,210.      787,280.      MT  (+/- 180 meters Scaled)
 SL0909
 SL0909                          SUPERSEDED SURVEY CONTROL
 SL0909
 SL0909  NGVD 29 (??/??/92)  465.328  (m)         1526.66   (f) ADJ UNCH    2 0
 SL0909
 SL0909.Superseded values are not recommended for survey control.
 SL0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0909.See file dsdata.txt to determine how the superseded data were derived.
 SL0909
 SL0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU753157(NAD 83)
 SL0909_MARKER: DB = BENCH MARK DISK
 SL0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0909_STAMPING: A 298 1963
 SL0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0909+STABILITY: SURFACE MOTION
 SL0909
 SL0909  HISTORY     - Date     Condition        Report By
 SL0909  HISTORY     - 1963     MONUMENTED       CGS
 SL0909
 SL0909                          STATION DESCRIPTION
 SL0909
 SL0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0909'1.85 MI S FROM PETERSBURG.
 SL0909'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0909'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 1.0 MILE SOUTH ALONG
 SL0909'STATE HIGHWAY 32, IN SECTION 18, T 152 N, R 57 W, 112 FEET SOUTHWEST
 SL0909'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 32 AND A GRADED DIRT
 SL0909'ROAD LEADING EAST, 101 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5
 SL0909'FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.5
 SL0909'FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 SL0909'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0238 ***********************************************************************
 SM0238  DESIGNATION -  A 299
 SM0238  PID         -  SM0238
 SM0238  STATE/COUNTY-  ND/NELSON
 SM0238  USGS QUAD   -  LAMBS LAKE (1971)
 SM0238
 SM0238                         *CURRENT SURVEY CONTROL
 SM0238  ___________________________________________________________________
 SM0238* NAD 83(1986)-  47 57 43.     (N)    098 05 46.     (W)     SCALED    
 SM0238* NAVD 88     -       459.883  (meters)    1508.80   (feet)  ADJUSTED  
 SM0238  ___________________________________________________________________
 SM0238  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0238  DYNAMIC HT  -         459.961 (meters)    1509.06  (feet)  COMP
 SM0238  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 SM0238
 SM0238  VERT ORDER  -  SECOND    CLASS 0
 SM0238
 SM0238.The horizontal coordinates were scaled from a topographic map and have
 SM0238.an estimated accuracy of +/- 6 seconds.
 SM0238
 SM0238.The orthometric height was determined by differential leveling
 SM0238.and adjusted by the National Geodetic Survey in June 1991..
 SM0238
 SM0238.The geoid height was determined by GEOID03.
 SM0238
 SM0238.The dynamic height is computed by dividing the NAVD 88
 SM0238.geopotential number by the normal gravity value computed on the
 SM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0238.degrees latitude (g = 980.6199 gals.).
 SM0238
 SM0238.The modeled gravity was interpolated from observed gravity values.
 SM0238
 SM0238;                    North         East    Units  Estimated Accuracy
 SM0238;SPC ND N     -   109,750.      779,480.      MT  (+/- 180 meters Scaled)
 SM0238
 SM0238                          SUPERSEDED SURVEY CONTROL
 SM0238
 SM0238  NGVD 29 (??/??/92)  459.512  (m)         1507.58   (f) ADJ UNCH    2 0
 SM0238
 SM0238.Superseded values are not recommended for survey control.
 SM0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0238.See file dsdata.txt to determine how the superseded data were derived.
 SM0238
 SM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU674124(NAD 83)
 SM0238_MARKER: DB = BENCH MARK DISK
 SM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0238_STAMPING: A 299 1963
 SM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0238+STABILITY: SURFACE MOTION
 SM0238
 SM0238  HISTORY     - Date     Condition        Report By
 SM0238  HISTORY     - 1963     MONUMENTED       CGS
 SM0238
 SM0238                          STATION DESCRIPTION
 SM0238
 SM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0238'5.4 MI SE FROM MICHIGAN.
 SM0238'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0238'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0238'2, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 1.0 MILE EAST
 SM0238'ALONG A GRAVELED ROAD, IN SECTION 28, T 152 N, R 58 W, 141 FEET
 SM0238'SOUTHEAST OF THE CENTER OF THE JUNCTION WITH A GRAVELED ROAD LEADING
 SM0238'NORTH, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF
 SM0238'THE CENTER OF A GATE, 2 FEET NORTH OF A FENCE, 1.8 FEET SOUTHEAST OF A
 SM0238'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 SM0238'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1340 ***********************************************************************
 TE1340  DESIGNATION -  A 3
 TE1340  PID         -  TE1340
 TE1340  STATE/COUNTY-  ND/PIERCE
 TE1340  USGS QUAD   -  RUGBY (1980)
 TE1340
 TE1340                         *CURRENT SURVEY CONTROL
 TE1340  ___________________________________________________________________
 TE1340* NAD 83(1986)-  48 21 47.     (N)    099 53 43.     (W)     SCALED    
 TE1340* NAVD 88     -       475.537  (meters)    1560.16   (feet)  ADJUSTED  
 TE1340  ___________________________________________________________________
 TE1340  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 TE1340  DYNAMIC HT  -         475.629 (meters)    1560.46  (feet)  COMP
 TE1340  MODELED GRAV-     980,790.3   (mgal)                       NAVD 88
 TE1340
 TE1340  VERT ORDER  -  FIRST     CLASS II
 TE1340
 TE1340.The horizontal coordinates were scaled from a topographic map and have
 TE1340.an estimated accuracy of +/- 6 seconds.
 TE1340
 TE1340.The orthometric height was determined by differential leveling
 TE1340.and adjusted by the National Geodetic Survey in June 1991..
 TE1340
 TE1340.The geoid height was determined by GEOID03.
 TE1340
 TE1340.The dynamic height is computed by dividing the NAVD 88
 TE1340.geopotential number by the normal gravity value computed on the
 TE1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1340.degrees latitude (g = 980.6199 gals.).
 TE1340
 TE1340.The modeled gravity was interpolated from observed gravity values.
 TE1340
 TE1340;                    North         East    Units  Estimated Accuracy
 TE1340;SPC ND N     -   151,720.      644,810.      MT  (+/- 180 meters Scaled)
 TE1340
 TE1340                          SUPERSEDED SURVEY CONTROL
 TE1340
 TE1340  NGVD 29 (??/??/92)  475.180  (m)         1558.99   (f) ADJ UNCH    1 2
 TE1340
 TE1340.Superseded values are not recommended for survey control.
 TE1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1340.See file dsdata.txt to determine how the superseded data were derived.
 TE1340
 TE1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU336570(NAD 83)
 TE1340_MARKER: DB = BENCH MARK DISK
 TE1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1340_STAMPING: A 3 ELEV 1559.026 FT
 TE1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1340+STABILITY: SURFACE MOTION
 TE1340
 TE1340  HISTORY     - Date     Condition        Report By
 TE1340  HISTORY     - UNK      MONUMENTED       CGS
 TE1340  HISTORY     - 1964     GOOD             NGS
 TE1340  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1340
 TE1340                          STATION DESCRIPTION
 TE1340
 TE1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1340'4.2 MI W FROM PLEASANT LAKE.
 TE1340'ABOUT 4.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1340'AT PLEASANT LAKE, IN S 3, T 156 N, R 72 W, 22 POLES WEST OF MILEPOST
 TE1340'137, 9 POLES WEST OF A ROAD CROSSING, 89 FEET NORTH OF THE NORTH RAIL,
 TE1340'174 FEET WEST OF THE EAST END OF A GROVE OF TREES, 30 FEET NORTHWEST
 TE1340'OF A TELEGRAPH POLE, 0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4
 TE1340'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE1340'POST ABOUT 3 INCHES BELOW THE LEVEL OF THE GROUND. NOTE-- THIS MARK
 TE1340'CAN ALSO BE REACHED BY GOING 4.75 MILES EAST ALONG THE GREAT NORTHERN
 TE1340'RAILWAY FROM THE STATION AT RUGBY.
 TE1340
 TE1340                          STATION RECOVERY (1982)
 TE1340
 TE1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1340'NOT RECOVERED, NOT SEARCHED FOR, TOO FAR OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0020 ***********************************************************************
 SN0020  DESIGNATION -  A 3 B 1
 SN0020  PID         -  SN0020
 SN0020  STATE/COUNTY-  ND/MCHENRY
 SN0020  USGS QUAD   -  DRAKE (1958)
 SN0020
 SN0020                         *CURRENT SURVEY CONTROL
 SN0020  ___________________________________________________________________
 SN0020* NAD 83(1986)-  47 56 30.     (N)    100 22 10.     (W)     SCALED    
 SN0020* NAVD 88     -       497.856  (meters)    1633.38   (feet)  ADJUSTED  
 SN0020  ___________________________________________________________________
 SN0020  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SN0020  DYNAMIC HT  -         497.929 (meters)    1633.62  (feet)  COMP
 SN0020  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 SN0020
 SN0020  VERT ORDER  -  SECOND    CLASS 0
 SN0020
 SN0020.The horizontal coordinates were scaled from a topographic map and have
 SN0020.an estimated accuracy of +/- 6 seconds.
 SN0020
 SN0020.The orthometric height was determined by differential leveling
 SN0020.and adjusted by the National Geodetic Survey in June 1991..
 SN0020
 SN0020.The geoid height was determined by GEOID03.
 SN0020
 SN0020.The dynamic height is computed by dividing the NAVD 88
 SN0020.geopotential number by the normal gravity value computed on the
 SN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0020.degrees latitude (g = 980.6199 gals.).
 SN0020
 SN0020.The modeled gravity was interpolated from observed gravity values.
 SN0020
 SN0020;                    North         East    Units  Estimated Accuracy
 SN0020;SPC ND N     -   104,700.      609,750.      MT  (+/- 180 meters Scaled)
 SN0020
 SN0020                          SUPERSEDED SURVEY CONTROL
 SN0020
 SN0020  NGVD 29 (??/??/92)  497.47   (m)         1632.1    (f) COMPUTED    2 0
 SN0020
 SN0020.Superseded values are not recommended for survey control.
 SN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0020.See file dsdata.txt to determine how the superseded data were derived.
 SN0020
 SN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU977107(NAD 83)
 SN0020_MARKER: Z = SEE DESCRIPTION
 SN0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0020_SP_SET: CONCRETE PEDESTAL
 SN0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0020
 SN0020  HISTORY     - Date     Condition        Report By
 SN0020  HISTORY     - UNK      MONUMENTED       DOD
 SN0020  HISTORY     - 1962     GOOD             NGS
 SN0020
 SN0020                          STATION DESCRIPTION
 SN0020
 SN0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0020'1.4 MI N FROM DRAKE.
 SN0020'ABOUT 1.4 MILES NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 SN0020'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD AT DRAKE, ABOUT
 SN0020'1.0 MILE NORTH OF THE DRAKE HIGH SCHOOL, ABOUT 83 YARDS EAST OF THE
 SN0020'CENTER LINE OF THE GRADED ROAD, AT THE WEST EDGE OF A FIELD, A 1 1/2 X
 SN0020'4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0019 ***********************************************************************
 SN0019  DESIGNATION -  A 3 B 2
 SN0019  PID         -  SN0019
 SN0019  STATE/COUNTY-  ND/MCHENRY
 SN0019  USGS QUAD   -  DRAKE (1958)
 SN0019
 SN0019                         *CURRENT SURVEY CONTROL
 SN0019  ___________________________________________________________________
 SN0019* NAD 83(1986)-  47 56 19.     (N)    100 22 00.     (W)     SCALED    
 SN0019* NAVD 88     -       499.659  (meters)    1639.30   (feet)  ADJUSTED  
 SN0019  ___________________________________________________________________
 SN0019  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SN0019  DYNAMIC HT  -         499.732 (meters)    1639.54  (feet)  COMP
 SN0019  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 SN0019
 SN0019  VERT ORDER  -  SECOND    CLASS 0
 SN0019
 SN0019.The horizontal coordinates were scaled from a topographic map and have
 SN0019.an estimated accuracy of +/- 6 seconds.
 SN0019
 SN0019.The orthometric height was determined by differential leveling
 SN0019.and adjusted by the National Geodetic Survey in June 1991..
 SN0019
 SN0019.The geoid height was determined by GEOID03.
 SN0019
 SN0019.The dynamic height is computed by dividing the NAVD 88
 SN0019.geopotential number by the normal gravity value computed on the
 SN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0019.degrees latitude (g = 980.6199 gals.).
 SN0019
 SN0019.The modeled gravity was interpolated from observed gravity values.
 SN0019
 SN0019;                    North         East    Units  Estimated Accuracy
 SN0019;SPC ND N     -   104,360.      609,960.      MT  (+/- 180 meters Scaled)
 SN0019
 SN0019                          SUPERSEDED SURVEY CONTROL
 SN0019
 SN0019  NGVD 29 (??/??/92)  499.27   (m)         1638.0    (f) COMPUTED    2 0
 SN0019
 SN0019.Superseded values are not recommended for survey control.
 SN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0019.See file dsdata.txt to determine how the superseded data were derived.
 SN0019
 SN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU979103(NAD 83)
 SN0019_MARKER: Z = SEE DESCRIPTION
 SN0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0019_SP_SET: CONCRETE PEDESTAL
 SN0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0019
 SN0019  HISTORY     - Date     Condition        Report By
 SN0019  HISTORY     - UNK      MONUMENTED       DOD
 SN0019  HISTORY     - 1962     GOOD             NGS
 SN0019
 SN0019                          STATION DESCRIPTION
 SN0019
 SN0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0019'1.6 MI NE FROM DRAKE.
 SN0019'ABOUT 1.4 MILES NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 SN0019'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD AT DRAKE, THENCE
 SN0019'0.2 MILE EAST ACROSS A FIELD, ABOUT 0.4 MILE NORTHEAST ACROSS A FIELD
 SN0019'FROM A GRADED ROAD INTERSECTION, ON TOP OF THE MORE SOUTHEASTERLY OF
 SN0019'TWO SMALL KNOLLS, ABOUT LEVEL WITH THE ROAD LEADING NORTH, A 1 1/2 X 4
 SN0019'FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0023 ***********************************************************************
 SN0023  DESIGNATION -  A 3 Z
 SN0023  PID         -  SN0023
 SN0023  STATE/COUNTY-  ND/MCHENRY
 SN0023  USGS QUAD   -  DRAKE (1958)
 SN0023
 SN0023                         *CURRENT SURVEY CONTROL
 SN0023  ___________________________________________________________________
 SN0023* NAD 83(1986)-  47 56 05.     (N)    100 22 19.     (W)     SCALED    
 SN0023* NAVD 88     -       504.098  (meters)    1653.86   (feet)  ADJUSTED  
 SN0023  ___________________________________________________________________
 SN0023  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN0023  DYNAMIC HT  -         504.171 (meters)    1654.10  (feet)  COMP
 SN0023  MODELED GRAV-     980,740.7   (mgal)                       NAVD 88
 SN0023
 SN0023  VERT ORDER  -  SECOND    CLASS 0
 SN0023
 SN0023.The horizontal coordinates were scaled from a topographic map and have
 SN0023.an estimated accuracy of +/- 6 seconds.
 SN0023
 SN0023.The orthometric height was determined by differential leveling
 SN0023.and adjusted by the National Geodetic Survey in June 1991..
 SN0023
 SN0023.The geoid height was determined by GEOID03.
 SN0023
 SN0023.The dynamic height is computed by dividing the NAVD 88
 SN0023.geopotential number by the normal gravity value computed on the
 SN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0023.degrees latitude (g = 980.6199 gals.).
 SN0023
 SN0023.The modeled gravity was interpolated from observed gravity values.
 SN0023
 SN0023;                    North         East    Units  Estimated Accuracy
 SN0023;SPC ND N     -   103,930.      609,570.      MT  (+/- 180 meters Scaled)
 SN0023
 SN0023                          SUPERSEDED SURVEY CONTROL
 SN0023
 SN0023  NGVD 29 (??/??/92)  503.71   (m)         1652.6    (f) COMPUTED    2 0
 SN0023
 SN0023.Superseded values are not recommended for survey control.
 SN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0023.See file dsdata.txt to determine how the superseded data were derived.
 SN0023
 SN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU975099(NAD 83)
 SN0023_MARKER: DS = TRIANGULATION STATION DISK
 SN0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0023_STAMPING: A 3 Z 1962
 SN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0023+STABILITY: SURFACE MOTION
 SN0023
 SN0023  HISTORY     - Date     Condition        Report By
 SN0023  HISTORY     - 1962     MONUMENTED       CGS
 SN0023
 SN0023                          STATION DESCRIPTION
 SN0023
 SN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0023'1.0 MI N FROM DRAKE.
 SN0023'ABOUT 1.0 MILE NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 SN0023'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD, ABOUT 0.65 MILE
 SN0023'NORTHEAST OF THE DRAKE HIGH SCHOOL, 296 FEET WEST OF THE CENTER OF A
 SN0023'GRADED ROAD INTERSECTION, 22.5 FEET NORTH OF THE CENTERLINE OF THE
 SN0023'ROAD LEADING WEST, 3.5 FEET NORTH OF A FENCE, 4.7 FEET NORTHEAST OF A
 SN0023'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING WEST, AND SET IN
 SN0023'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0022 ***********************************************************************
 SN0022  DESIGNATION -  A 3 Z RM 1
 SN0022  PID         -  SN0022
 SN0022  STATE/COUNTY-  ND/MCHENRY
 SN0022  USGS QUAD   -  DRAKE (1958)
 SN0022
 SN0022                         *CURRENT SURVEY CONTROL
 SN0022  ___________________________________________________________________
 SN0022* NAD 83(1986)-  47 56 04.     (N)    100 22 17.     (W)     SCALED    
 SN0022* NAVD 88     -       503.758  (meters)    1652.75   (feet)  ADJUSTED  
 SN0022  ___________________________________________________________________
 SN0022  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN0022  DYNAMIC HT  -         503.831 (meters)    1652.99  (feet)  COMP
 SN0022  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 SN0022
 SN0022  VERT ORDER  -  SECOND    CLASS 0
 SN0022
 SN0022.The horizontal coordinates were scaled from a topographic map and have
 SN0022.an estimated accuracy of +/- 6 seconds.
 SN0022
 SN0022.The orthometric height was determined by differential leveling
 SN0022.and adjusted by the National Geodetic Survey in June 1991..
 SN0022
 SN0022.The geoid height was determined by GEOID03.
 SN0022
 SN0022.The dynamic height is computed by dividing the NAVD 88
 SN0022.geopotential number by the normal gravity value computed on the
 SN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0022.degrees latitude (g = 980.6199 gals.).
 SN0022
 SN0022.The modeled gravity was interpolated from observed gravity values.
 SN0022
 SN0022;                    North         East    Units  Estimated Accuracy
 SN0022;SPC ND N     -   103,900.      609,610.      MT  (+/- 180 meters Scaled)
 SN0022
 SN0022                          SUPERSEDED SURVEY CONTROL
 SN0022
 SN0022  NGVD 29 (??/??/92)  503.37   (m)         1651.5    (f) COMPUTED    2 0
 SN0022
 SN0022.Superseded values are not recommended for survey control.
 SN0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0022.See file dsdata.txt to determine how the superseded data were derived.
 SN0022
 SN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU975099(NAD 83)
 SN0022_MARKER: DR = REFERENCE MARK DISK
 SN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0022_STAMPING: A 3 Z NO. 1 1962
 SN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0022+STABILITY: SURFACE MOTION
 SN0022
 SN0022  HISTORY     - Date     Condition        Report By
 SN0022  HISTORY     - 1962     MONUMENTED       CGS
 SN0022
 SN0022                          STATION DESCRIPTION
 SN0022
 SN0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0022'1.0 MI N FROM DRAKE.
 SN0022'ABOUT 1.0 MILE NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 SN0022'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD, ABOUT 0.65 MILE
 SN0022'NORTHEAST OF THE DRAKE HIGH SCHOOL, 263 FEET WEST OF THE CENTER OF A
 SN0022'ROAD INTERSECTION, 33.2 FEET EAST OF A STATION MARK, 20.5 FEET NORTH
 SN0022'OF THE CENTERLINE OF A ROAD LEADING WEST, 1 FOOT NORTH OF A FENCE,
 SN0022'ABOUT LEVEL WITH THE ROAD LEADING WEST, AND SET IN THE TOP OF A
 SN0022'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0024 ***********************************************************************
 SN0024  DESIGNATION -  A 3 Z RM 2
 SN0024  PID         -  SN0024
 SN0024  STATE/COUNTY-  ND/MCHENRY
 SN0024  USGS QUAD   -  DRAKE (1958)
 SN0024
 SN0024                         *CURRENT SURVEY CONTROL
 SN0024  ___________________________________________________________________
 SN0024* NAD 83(1986)-  47 56 04.     (N)    100 22 21.     (W)     SCALED    
 SN0024* NAVD 88     -       504.031  (meters)    1653.64   (feet)  ADJUSTED  
 SN0024  ___________________________________________________________________
 SN0024  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN0024  DYNAMIC HT  -         504.104 (meters)    1653.88  (feet)  COMP
 SN0024  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 SN0024
 SN0024  VERT ORDER  -  SECOND    CLASS 0
 SN0024
 SN0024.The horizontal coordinates were scaled from a topographic map and have
 SN0024.an estimated accuracy of +/- 6 seconds.
 SN0024
 SN0024.The orthometric height was determined by differential leveling
 SN0024.and adjusted by the National Geodetic Survey in June 1991..
 SN0024
 SN0024.The geoid height was determined by GEOID03.
 SN0024
 SN0024.The dynamic height is computed by dividing the NAVD 88
 SN0024.geopotential number by the normal gravity value computed on the
 SN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0024.degrees latitude (g = 980.6199 gals.).
 SN0024
 SN0024.The modeled gravity was interpolated from observed gravity values.
 SN0024
 SN0024;                    North         East    Units  Estimated Accuracy
 SN0024;SPC ND N     -   103,900.      609,530.      MT  (+/- 180 meters Scaled)
 SN0024
 SN0024                          SUPERSEDED SURVEY CONTROL
 SN0024
 SN0024  NGVD 29 (??/??/92)  503.64   (m)         1652.4    (f) COMPUTED    2 0
 SN0024
 SN0024.Superseded values are not recommended for survey control.
 SN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0024.See file dsdata.txt to determine how the superseded data were derived.
 SN0024
 SN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU974099(NAD 83)
 SN0024_MARKER: DR = REFERENCE MARK DISK
 SN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0024_STAMPING: A 3 Z NO. 2 1962
 SN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0024+STABILITY: SURFACE MOTION
 SN0024
 SN0024  HISTORY     - Date     Condition        Report By
 SN0024  HISTORY     - 1962     MONUMENTED       CGS
 SN0024
 SN0024                          STATION DESCRIPTION
 SN0024
 SN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0024'1.0 MI N FROM DRAKE.
 SN0024'ABOUT 1.0 MILE NORTH ALONG A GRADED ROAD FROM THE CROSSING OF THE
 SN0024'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD AT DRAKE, ABOUT
 SN0024'0.65 MILE NORTHEAST OF DRAKE HIGH SCHOOL, 318.5 FEET WEST OF THE
 SN0024'CENTER OF A GRADED ROAD INTERSECTION, 84 FEET EAST OF A T-FENCE
 SN0024'CORNER, 22.5 FEET WEST OF THE STATION MARK, 19.5 FEET NORTH OF THE
 SN0024'CENTERLINE OF A ROAD LEADING WEST, 1 FOOT NORTH OF A FENCE, ABOUT
 SN0024'LEVEL WITH THE ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE
 SN0024'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0479 ***********************************************************************
 RP0479  DESIGNATION -  A 30
 RP0479  PID         -  RP0479
 RP0479  STATE/COUNTY-  ND/RICHLAND
 RP0479  USGS QUAD   -  MOSELLE (1964)
 RP0479
 RP0479                         *CURRENT SURVEY CONTROL
 RP0479  ___________________________________________________________________
 RP0479* NAD 83(1986)-  46 14 56.     (N)    097 06 17.     (W)     SCALED    
 RP0479* NAVD 88     -       322.489  (meters)    1058.03   (feet)  ADJUSTED  
 RP0479  ___________________________________________________________________
 RP0479  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RP0479  DYNAMIC HT  -         322.496 (meters)    1058.06  (feet)  COMP
 RP0479  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 RP0479
 RP0479  VERT ORDER  -  SECOND    CLASS 0
 RP0479
 RP0479.The horizontal coordinates were scaled from a topographic map and have
 RP0479.an estimated accuracy of +/- 6 seconds.
 RP0479
 RP0479.The orthometric height was determined by differential leveling
 RP0479.and adjusted by the National Geodetic Survey in June 1991..
 RP0479
 RP0479.The geoid height was determined by GEOID03.
 RP0479
 RP0479.The dynamic height is computed by dividing the NAVD 88
 RP0479.geopotential number by the normal gravity value computed on the
 RP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0479.degrees latitude (g = 980.6199 gals.).
 RP0479
 RP0479.The modeled gravity was interpolated from observed gravity values.
 RP0479
 RP0479;                    North         East    Units  Estimated Accuracy
 RP0479;SPC ND S     -    70,380.      861,740.      MT  (+/- 180 meters Scaled)
 RP0479
 RP0479                          SUPERSEDED SURVEY CONTROL
 RP0479
 RP0479  NGVD 29 (??/??/92)  322.229  (m)         1057.18   (f) ADJ UNCH    2 0
 RP0479
 RP0479.Superseded values are not recommended for survey control.
 RP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0479.See file dsdata.txt to determine how the superseded data were derived.
 RP0479
 RP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS460234(NAD 83)
 RP0479_MARKER: DB = BENCH MARK DISK
 RP0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0479_STAMPING: A-30 1934
 RP0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0479+STABILITY: SURFACE MOTION
 RP0479
 RP0479  HISTORY     - Date     Condition        Report By
 RP0479  HISTORY     - 1934     MONUMENTED       CGS
 RP0479  HISTORY     - 1960     MARK NOT FOUND   USGS
 RP0479
 RP0479                          STATION DESCRIPTION
 RP0479
 RP0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0479'1.8 MI SE FROM WYNDMERE.
 RP0479'1.8 MILES SOUTHEAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0479'SAULT STE MARIE RAILROAD, AT MILEPOLE NO. 222.  45 FEET NORTHEAST OF
 RP0479'THE CENTERLINE OF THE TRACK, 20 FEET NORTHEAST OF MILEPOLE.  55 FEET
 RP0479'NORTHEAST OF THE NORTHWEST END OF RAIL-REST AND 1 1/2 FEET BELOW LEVEL
 RP0479'OF TRACK.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0479'RAILROAD IS NOW THE SOO LINE RAILROAD.
 RP0479
 RP0479                          STATION RECOVERY (1960)
 RP0479
 RP0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RP0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1027 ***********************************************************************
 SL1027  DESIGNATION -  A 300
 SL1027  PID         -  SL1027
 SL1027  STATE/COUNTY-  ND/NELSON
 SL1027  USGS QUAD   -  ANETA (1967)
 SL1027
 SL1027                         *CURRENT SURVEY CONTROL
 SL1027  ___________________________________________________________________
 SL1027* NAD 83(1986)-  47 43 48.     (N)    097 55 28.     (W)     SCALED    
 SL1027* NAVD 88     -       453.484  (meters)    1487.81   (feet)  ADJUSTED  
 SL1027  ___________________________________________________________________
 SL1027  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 SL1027  DYNAMIC HT  -         453.547 (meters)    1488.01  (feet)  COMP
 SL1027  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SL1027
 SL1027  VERT ORDER  -  SECOND    CLASS 0
 SL1027
 SL1027.The horizontal coordinates were scaled from a topographic map and have
 SL1027.an estimated accuracy of +/- 6 seconds.
 SL1027
 SL1027.The orthometric height was determined by differential leveling
 SL1027.and adjusted by the National Geodetic Survey in June 1991..
 SL1027
 SL1027.The geoid height was determined by GEOID03.
 SL1027
 SL1027.The dynamic height is computed by dividing the NAVD 88
 SL1027.geopotential number by the normal gravity value computed on the
 SL1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1027.degrees latitude (g = 980.6199 gals.).
 SL1027
 SL1027.The modeled gravity was interpolated from observed gravity values.
 SL1027
 SL1027;                    North         East    Units  Estimated Accuracy
 SL1027;SPC ND N     -    84,390.      793,160.      MT  (+/- 180 meters Scaled)
 SL1027
 SL1027                          SUPERSEDED SURVEY CONTROL
 SL1027
 SL1027  NGVD 29 (??/??/92)  453.113  (m)         1486.59   (f) ADJ UNCH    2 0
 SL1027
 SL1027.Superseded values are not recommended for survey control.
 SL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1027.See file dsdata.txt to determine how the superseded data were derived.
 SL1027
 SL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT806868(NAD 83)
 SL1027_MARKER: DB = BENCH MARK DISK
 SL1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1027_STAMPING: A 300 1963
 SL1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1027+STABILITY: SURFACE MOTION
 SL1027
 SL1027  HISTORY     - Date     Condition        Report By
 SL1027  HISTORY     - 1963     MONUMENTED       CGS
 SL1027
 SL1027                          STATION DESCRIPTION
 SL1027
 SL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1027'6.7 MI NE FROM ANETA.
 SL1027'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SL1027'THENCE 3.65 MILES NORTH ALONG STATE HIGHWAY 32, THENCE 3.0 MILES EAST
 SL1027'ALONG A GRAVELED ROAD, IN SECTION 14, T 149 N, R 57 W, 126 FEET
 SL1027'SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH COUNTY ROAD 7, 55
 SL1027'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 118 FEET EAST OF THE CENTER
 SL1027'LINE OF COUNTY ROAD 7, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTH OF
 SL1027'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL1027'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0995 ***********************************************************************
 SL0995  DESIGNATION -  A 301
 SL0995  PID         -  SL0995
 SL0995  STATE/COUNTY-  ND/GRAND FORKS
 SL0995  USGS QUAD   -  NORTHWOOD NW (1970)
 SL0995
 SL0995                         *CURRENT SURVEY CONTROL
 SL0995  ___________________________________________________________________
 SL0995* NAD 83(1986)-  47 42 58.     (N)    097 40 01.     (W)     SCALED    
 SL0995* NAVD 88     -       354.673  (meters)    1163.62   (feet)  ADJUSTED  
 SL0995  ___________________________________________________________________
 SL0995  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 SL0995  DYNAMIC HT  -         354.724 (meters)    1163.79  (feet)  COMP
 SL0995  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 SL0995
 SL0995  VERT ORDER  -  SECOND    CLASS 0
 SL0995
 SL0995.The horizontal coordinates were scaled from a topographic map and have
 SL0995.an estimated accuracy of +/- 6 seconds.
 SL0995
 SL0995.The orthometric height was determined by differential leveling
 SL0995.and adjusted by the National Geodetic Survey in June 1991..
 SL0995
 SL0995.The geoid height was determined by GEOID03.
 SL0995
 SL0995.The dynamic height is computed by dividing the NAVD 88
 SL0995.geopotential number by the normal gravity value computed on the
 SL0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0995.degrees latitude (g = 980.6199 gals.).
 SL0995
 SL0995.The modeled gravity was interpolated from observed gravity values.
 SL0995
 SL0995;                    North         East    Units  Estimated Accuracy
 SL0995;SPC ND N     -    83,530.      812,520.      MT  (+/- 180 meters Scaled)
 SL0995
 SL0995                          SUPERSEDED SURVEY CONTROL
 SL0995
 SL0995  NGVD 29 (??/??/92)  354.310  (m)         1162.43   (f) ADJ UNCH    2 0
 SL0995
 SL0995.Superseded values are not recommended for survey control.
 SL0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0995.See file dsdata.txt to determine how the superseded data were derived.
 SL0995
 SL0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT999856(NAD 83)
 SL0995_MARKER: DB = BENCH MARK DISK
 SL0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0995_STAMPING: A 301 1963
 SL0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0995+STABILITY: SURFACE MOTION
 SL0995
 SL0995  HISTORY     - Date     Condition        Report By
 SL0995  HISTORY     - 1963     MONUMENTED       CGS
 SL0995
 SL0995                          STATION DESCRIPTION
 SL0995
 SL0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0995'6.2 MI W FROM NORTHWOOD.
 SL0995'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0995'STATION AT NORTHWOOD, THENCE 0.7 MILES WEST ALONG A PAVED ROAD, THENCE
 SL0995'4.2 MILES WEST ALONG GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 SL0995'GRAVELED ROAD, IN SECTION 15, T 149 N, R 55 W, 76 FEET NORTHWEST OF
 SL0995'THE CENTER OF A ROAD INTERSECTION, 0.2 MILE SOUTHEAST OF A FARMHOUSE,
 SL0995'48 FEET WEST OF THE CENTER LINE OF THE ROAD, 162 FEET NORTH OF THE
 SL0995'CENTER LINE OF AN EAST-WEST ROAD, 3 1/2 FEET NORTHEAST OF A FENCE
 SL0995'CORNER, 2 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS
 SL0995'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SL0995'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0894 ***********************************************************************
 SL0894  DESIGNATION -  A 302
 SL0894  PID         -  SL0894
 SL0894  STATE/COUNTY-  ND/STEELE
 SL0894  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0894
 SL0894                         *CURRENT SURVEY CONTROL
 SL0894  ___________________________________________________________________
 SL0894* NAD 83(1986)-  47 31 14.     (N)    097 42 17.     (W)     SCALED    
 SL0894* NAVD 88     -       379.543  (meters)    1245.22   (feet)  ADJUSTED  
 SL0894  ___________________________________________________________________
 SL0894  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL0894  DYNAMIC HT  -         379.589 (meters)    1245.37  (feet)  COMP
 SL0894  MODELED GRAV-     980,724.1   (mgal)                       NAVD 88
 SL0894
 SL0894  VERT ORDER  -  SECOND    CLASS 0
 SL0894
 SL0894.The horizontal coordinates were scaled from a topographic map and have
 SL0894.an estimated accuracy of +/- 6 seconds.
 SL0894
 SL0894.The orthometric height was determined by differential leveling
 SL0894.and adjusted by the National Geodetic Survey in June 1991..
 SL0894
 SL0894.The geoid height was determined by GEOID03.
 SL0894
 SL0894.The dynamic height is computed by dividing the NAVD 88
 SL0894.geopotential number by the normal gravity value computed on the
 SL0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0894.degrees latitude (g = 980.6199 gals.).
 SL0894
 SL0894.The modeled gravity was interpolated from observed gravity values.
 SL0894
 SL0894;                    North         East    Units  Estimated Accuracy
 SL0894;SPC ND N     -    61,700.      810,470.      MT  (+/- 180 meters Scaled)
 SL0894
 SL0894                          SUPERSEDED SURVEY CONTROL
 SL0894
 SL0894  NGVD 29 (??/??/92)  379.185  (m)         1244.04   (f) ADJ UNCH    2 0
 SL0894
 SL0894.Superseded values are not recommended for survey control.
 SL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0894.See file dsdata.txt to determine how the superseded data were derived.
 SL0894
 SL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT975638(NAD 83)
 SL0894_MARKER: DB = BENCH MARK DISK
 SL0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0894_STAMPING: A 302 1963
 SL0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0894+STABILITY: SURFACE MOTION
 SL0894
 SL0894  HISTORY     - Date     Condition        Report By
 SL0894  HISTORY     - 1963     MONUMENTED       CGS
 SL0894
 SL0894                          STATION DESCRIPTION
 SL0894
 SL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0894'6.35 MI E FROM FINLEY.
 SL0894'ABOUT 6.35 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0894'FINLEY, IN SECTION 29, T 147 N, R 55 W, 0.15 MILE EAST OF A ROAD
 SL0894'INTERSECTION, 96 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 SL0894'MIDWAY BETWEEN 2 TELEPHONE POLES, 1.7 FEET WEST OF A METAL WITNESS
 SL0894'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 SL0894'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1067 ***********************************************************************
 SL1067  DESIGNATION -  A 303
 SL1067  PID         -  SL1067
 SL1067  STATE/COUNTY-  ND/STEELE
 SL1067  USGS QUAD   -  FINLEY (1967)
 SL1067
 SL1067                         *CURRENT SURVEY CONTROL
 SL1067  ___________________________________________________________________
 SL1067* NAD 83(1986)-  47 31 44.     (N)    097 50 10.     (W)     SCALED    
 SL1067* NAVD 88     -       435.685  (meters)    1429.41   (feet)  ADJUSTED  
 SL1067  ___________________________________________________________________
 SL1067  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1067  DYNAMIC HT  -         435.733 (meters)    1429.57  (feet)  COMP
 SL1067  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 SL1067
 SL1067  VERT ORDER  -  SECOND    CLASS 0
 SL1067
 SL1067.The horizontal coordinates were scaled from a topographic map and have
 SL1067.an estimated accuracy of +/- 6 seconds.
 SL1067
 SL1067.The orthometric height was determined by differential leveling
 SL1067.and adjusted by the National Geodetic Survey in June 1991..
 SL1067
 SL1067.The geoid height was determined by GEOID03.
 SL1067
 SL1067.The dynamic height is computed by dividing the NAVD 88
 SL1067.geopotential number by the normal gravity value computed on the
 SL1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1067.degrees latitude (g = 980.6199 gals.).
 SL1067
 SL1067.The modeled gravity was interpolated from observed gravity values.
 SL1067
 SL1067;                    North         East    Units  Estimated Accuracy
 SL1067;SPC ND N     -    62,270.      800,550.      MT  (+/- 180 meters Scaled)
 SL1067
 SL1067                          SUPERSEDED SURVEY CONTROL
 SL1067
 SL1067  NGVD 29 (??/??/92)  435.318  (m)         1428.21   (f) ADJ UNCH    2 0
 SL1067
 SL1067.Superseded values are not recommended for survey control.
 SL1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1067.See file dsdata.txt to determine how the superseded data were derived.
 SL1067
 SL1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT876645(NAD 83)
 SL1067_MARKER: DB = BENCH MARK DISK
 SL1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1067_STAMPING: A 303 1963
 SL1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1067+STABILITY: SURFACE MOTION
 SL1067
 SL1067  HISTORY     - Date     Condition        Report By
 SL1067  HISTORY     - 1963     MONUMENTED       CGS
 SL1067
 SL1067                          STATION DESCRIPTION
 SL1067
 SL1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1067'1.0 MI N FROM FINLEY.
 SL1067'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 32 FROM THE PUBLIC SCHOOL AT
 SL1067'FINLEY, IN SECTION 19, T 147 N, R 56 W, 75 YARDS NORTH OF A TRAIL ROAD
 SL1067'WEST, 97 FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET WEST OF A
 SL1067'TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 SL1067'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SL1067'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0451 ***********************************************************************
 SM0451  DESIGNATION -  A 304
 SM0451  PID         -  SM0451
 SM0451  STATE/COUNTY-  ND/GRIGGS
 SM0451  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0451
 SM0451                         *CURRENT SURVEY CONTROL
 SM0451  ___________________________________________________________________
 SM0451* NAD 83(1986)-  47 25 40.     (N)    098 06 47.     (W)     SCALED    
 SM0451* NAVD 88     -       433.171  (meters)    1421.16   (feet)  ADJUSTED  
 SM0451  ___________________________________________________________________
 SM0451  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SM0451  DYNAMIC HT  -         433.216 (meters)    1421.31  (feet)  COMP
 SM0451  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 SM0451
 SM0451  VERT ORDER  -  SECOND    CLASS 0
 SM0451
 SM0451.The horizontal coordinates were scaled from a topographic map and have
 SM0451.an estimated accuracy of +/- 6 seconds.
 SM0451
 SM0451.The orthometric height was determined by differential leveling
 SM0451.and adjusted by the National Geodetic Survey in June 1991..
 SM0451
 SM0451.The geoid height was determined by GEOID03.
 SM0451
 SM0451.The dynamic height is computed by dividing the NAVD 88
 SM0451.geopotential number by the normal gravity value computed on the
 SM0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0451.degrees latitude (g = 980.6199 gals.).
 SM0451
 SM0451.The modeled gravity was interpolated from observed gravity values.
 SM0451
 SM0451;                    North         East    Units  Estimated Accuracy
 SM0451;SPC ND N     -    50,350.      780,060.      MT  (+/- 180 meters Scaled)
 SM0451
 SM0451                          SUPERSEDED SURVEY CONTROL
 SM0451
 SM0451  NGVD 29 (??/??/92)  432.812  (m)         1419.98   (f) ADJ UNCH    2 0
 SM0451
 SM0451.Superseded values are not recommended for survey control.
 SM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0451.See file dsdata.txt to determine how the superseded data were derived.
 SM0451
 SM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT668530(NAD 83)
 SM0451_MARKER: DB = BENCH MARK DISK
 SM0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0451_STAMPING: A 304 1963
 SM0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0451+STABILITY: SURFACE MOTION
 SM0451
 SM0451  HISTORY     - Date     Condition        Report By
 SM0451  HISTORY     - 1963     MONUMENTED       CGS
 SM0451
 SM0451                          STATION DESCRIPTION
 SM0451
 SM0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0451'1.9 MI SE FROM COOPERSTOWN.
 SM0451'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0451'STATION AT COOPERSTOWN, THENCE 0.7 MILE EAST ALONG ROLLIN AVENUE,
 SM0451'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 31, T 146 N, R
 SM0451'58 W, AT THE NORTHWEST CORNER OF THE COOPERSTOWN AIRPORT, 90 FEET
 SM0451'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 74 FEET EAST OF THE
 SM0451'CENTER LINE OF A ROAD, 59 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1.4
 SM0451'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SM0451'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0623 ***********************************************************************
 SL0623  DESIGNATION -  A 305
 SL0623  PID         -  SL0623
 SL0623  STATE/COUNTY-  ND/STEELE
 SL0623  USGS QUAD   -  BLABON (1967)
 SL0623
 SL0623                         *CURRENT SURVEY CONTROL
 SL0623  ___________________________________________________________________
 SL0623* NAD 83(1986)-  47 26 28.     (N)    097 47 35.     (W)     SCALED    
 SL0623* NAVD 88     -       413.663  (meters)    1357.16   (feet)  ADJUSTED  
 SL0623  ___________________________________________________________________
 SL0623  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SL0623  DYNAMIC HT  -         413.709 (meters)    1357.31  (feet)  COMP
 SL0623  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 SL0623
 SL0623  VERT ORDER  -  SECOND    CLASS 0
 SL0623
 SL0623.The horizontal coordinates were scaled from a topographic map and have
 SL0623.an estimated accuracy of +/- 6 seconds.
 SL0623
 SL0623.The orthometric height was determined by differential leveling
 SL0623.and adjusted by the National Geodetic Survey in June 1991..
 SL0623
 SL0623.The geoid height was determined by GEOID03.
 SL0623
 SL0623.The dynamic height is computed by dividing the NAVD 88
 SL0623.geopotential number by the normal gravity value computed on the
 SL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0623.degrees latitude (g = 980.6199 gals.).
 SL0623
 SL0623.The modeled gravity was interpolated from observed gravity values.
 SL0623
 SL0623;                    North         East    Units  Estimated Accuracy
 SL0623;SPC ND N     -    52,630.      804,140.      MT  (+/- 180 meters Scaled)
 SL0623
 SL0623                          SUPERSEDED SURVEY CONTROL
 SL0623
 SL0623  NGVD 29 (??/??/92)  413.302  (m)         1355.97   (f) ADJ UNCH    2 0
 SL0623
 SL0623.Superseded values are not recommended for survey control.
 SL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0623.See file dsdata.txt to determine how the superseded data were derived.
 SL0623
 SL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT910548(NAD 83)
 SL0623_MARKER: DB = BENCH MARK DISK
 SL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0623_STAMPING: A 305 1963
 SL0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0623+STABILITY: SURFACE MOTION
 SL0623
 SL0623  HISTORY     - Date     Condition        Report By
 SL0623  HISTORY     - 1963     MONUMENTED       CGS
 SL0623
 SL0623                          STATION DESCRIPTION
 SL0623
 SL0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0623'0.8 MI E FROM PICKERT.
 SL0623'0.8 MILE EAST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SL0623'PICKERT, IN SECTION 27, T 146 N, R 56 W, 110 FEET SOUTHEAST OF THE
 SL0623'CENTER OF A ROAD INTERSECTION, 70 FEET SOUTH OF THE CENTER LINE OF THE
 SL0623'ROAD, 86 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 12 FEET
 SL0623'EAST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A
 SL0623'METAL WITNESSS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL0623'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0262 ***********************************************************************
 SM0262  DESIGNATION -  A 306
 SM0262  PID         -  SM0262
 SM0262  STATE/COUNTY-  ND/NELSON
 SM0262  USGS QUAD   -  MC VILLE (1961)
 SM0262
 SM0262                         *CURRENT SURVEY CONTROL
 SM0262  ___________________________________________________________________
 SM0262* NAD 83(1986)-  47 45 33.     (N)    098 08 22.     (W)     SCALED    
 SM0262* NAVD 88     -       453.390  (meters)    1487.50   (feet)  ADJUSTED  
 SM0262  ___________________________________________________________________
 SM0262  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SM0262  DYNAMIC HT  -         453.464 (meters)    1487.74  (feet)  COMP
 SM0262  MODELED GRAV-     980,759.9   (mgal)                       NAVD 88
 SM0262
 SM0262  VERT ORDER  -  SECOND    CLASS 0
 SM0262
 SM0262.The horizontal coordinates were scaled from a topographic map and have
 SM0262.an estimated accuracy of +/- 6 seconds.
 SM0262
 SM0262.The orthometric height was determined by differential leveling
 SM0262.and adjusted by the National Geodetic Survey in June 1991..
 SM0262
 SM0262.The geoid height was determined by GEOID03.
 SM0262
 SM0262.The dynamic height is computed by dividing the NAVD 88
 SM0262.geopotential number by the normal gravity value computed on the
 SM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0262.degrees latitude (g = 980.6199 gals.).
 SM0262
 SM0262.The modeled gravity was interpolated from observed gravity values.
 SM0262
 SM0262;                    North         East    Units  Estimated Accuracy
 SM0262;SPC ND N     -    87,120.      776,940.      MT  (+/- 180 meters Scaled)
 SM0262
 SM0262                          SUPERSEDED SURVEY CONTROL
 SM0262
 SM0262  NGVD 29 (??/??/92)  453.030  (m)         1486.32   (f) ADJ UNCH    2 0
 SM0262
 SM0262.Superseded values are not recommended for survey control.
 SM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0262.See file dsdata.txt to determine how the superseded data were derived.
 SM0262
 SM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT644898(NAD 83)
 SM0262_MARKER: DB = BENCH MARK DISK
 SM0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0262_STAMPING: A 306 1963
 SM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0262+STABILITY: SURFACE MOTION
 SM0262
 SM0262  HISTORY     - Date     Condition        Report By
 SM0262  HISTORY     - 1963     MONUMENTED       CGS
 SM0262
 SM0262                          STATION DESCRIPTION
 SM0262
 SM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0262'2.1 MI E FROM MCVILLE.
 SM0262'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0262'STATION AT MCVILLE, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 SM0262'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 31, T 150 N, R
 SM0262'59 W, 115 FEET NORTHEAST OF THE CENTER OF A INTERSECTION WITH A
 SM0262'NORTH-SOUTH GRAVELED ROAD, 73 FEET NORTH OF THE CENTER LINE OF THE
 SM0262'ROAD, 87 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 13
 SM0262'FEET EAST OF A POWER POLE, 49 FEET EAST OF A FENCE CORNER, 1 FOOT
 SM0262'SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3
 SM0262'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0262'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0114 ***********************************************************************
 QS0114  DESIGNATION -  A 307
 QS0114  PID         -  QS0114
 QS0114  STATE/COUNTY-  ND/EMMONS
 QS0114  USGS QUAD   -  MOBRIDGE (1967)
 QS0114
 QS0114                         *CURRENT SURVEY CONTROL
 QS0114  ___________________________________________________________________
 QS0114* NAD 83(1986)-  45 35 12.     (N)    100 28 53.     (W)     SCALED    
 QS0114* NAVD 88     -       477.320  (meters)    1566.01   (feet)  ADJUSTED  
 QS0114  ___________________________________________________________________
 QS0114  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 QS0114  DYNAMIC HT  -         477.282 (meters)    1565.88  (feet)  COMP
 QS0114  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 QS0114
 QS0114  VERT ORDER  -  SECOND    CLASS 0
 QS0114
 QS0114.The horizontal coordinates were scaled from a topographic map and have
 QS0114.an estimated accuracy of +/- 6 seconds.
 QS0114
 QS0114.The orthometric height was determined by differential leveling
 QS0114.and adjusted by the National Geodetic Survey in June 1991..
 QS0114
 QS0114.The geoid height was determined by GEOID03.
 QS0114
 QS0114.The dynamic height is computed by dividing the NAVD 88
 QS0114.geopotential number by the normal gravity value computed on the
 QS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0114.degrees latitude (g = 980.6199 gals.).
 QS0114
 QS0114.The modeled gravity was interpolated from observed gravity values.
 QS0114
 QS0114;                    North         East    Units  Estimated Accuracy
 QS0114;SPC ND S     -    -8,890.      601,450.      MT  (+/- 180 meters Scaled)
 QS0114
 QS0114                          SUPERSEDED SURVEY CONTROL
 QS0114
 QS0114  NGVD 29 (??/??/92)  476.950  (m)         1564.79   (f) ADJ UNCH    2 0
 QS0114
 QS0114.Superseded values are not recommended for survey control.
 QS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0114.See file dsdata.txt to determine how the superseded data were derived.
 QS0114
 QS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR844491(NAD 83)
 QS0114_MARKER: DB = BENCH MARK DISK
 QS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0114_STAMPING: A 307 1945
 QS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0114+STABILITY: SURFACE MOTION
 QS0114
 QS0114  HISTORY     - Date     Condition        Report By
 QS0114  HISTORY     - 1945     MONUMENTED       CGS
 QS0114  HISTORY     - 1964     MARK NOT FOUND   USGS
 QS0114
 QS0114                          STATION DESCRIPTION
 QS0114
 QS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0114'1 MI W FROM MOREAU JUNCTION.
 QS0114'1.0 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QS0114'RAILROAD FROM THE STATION AT MOREAU JUNCTION, 200 YARDS NORTHEAST
 QS0114'OF A CROSSING, 143.0 FEET NORTHWEST OF A STATION ONE MILE SIGN,
 QS0114'105.0 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF THE TRACKS,
 QS0114'26.0 FEET SOUTHEAST OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A
 QS0114'4 X 4 MARKER POST.  AN IRON DISK STAMPED A 307 1945 AND SET IN THE
 QS0114'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 QS0114'RAILROAD HAS BEEN MOVED FROM ITS ORIGINAL POSITION AND MOREAU
 QS0114'JUNCTION NO LONGER EXISTS.  BM COVERED BY WATER OF THE OAHE
 QS0114'RESERVOIR.
 QS0114
 QS0114                          STATION RECOVERY (1964)
 QS0114
 QS0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1034 ***********************************************************************
 SL1034  DESIGNATION -  A 307
 SL1034  PID         -  SL1034
 SL1034  STATE/COUNTY-  ND/STEELE
 SL1034  USGS QUAD   -  ANETA (1967)
 SL1034
 SL1034                         *CURRENT SURVEY CONTROL
 SL1034  ___________________________________________________________________
 SL1034* NAD 83(1986)-  47 39 30.     (N)    097 56 32.     (W)     SCALED    
 SL1034* NAVD 88     -       463.141  (meters)    1519.49   (feet)  ADJUSTED  
 SL1034  ___________________________________________________________________
 SL1034  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 SL1034  DYNAMIC HT  -         463.198 (meters)    1519.68  (feet)  COMP
 SL1034  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 SL1034
 SL1034  VERT ORDER  -  SECOND    CLASS 0
 SL1034
 SL1034.The horizontal coordinates were scaled from a topographic map and have
 SL1034.an estimated accuracy of +/- 6 seconds.
 SL1034
 SL1034.The orthometric height was determined by differential leveling
 SL1034.and adjusted by the National Geodetic Survey in June 1991..
 SL1034
 SL1034.The geoid height was determined by GEOID03.
 SL1034
 SL1034.The dynamic height is computed by dividing the NAVD 88
 SL1034.geopotential number by the normal gravity value computed on the
 SL1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1034.degrees latitude (g = 980.6199 gals.).
 SL1034
 SL1034.The modeled gravity was interpolated from observed gravity values.
 SL1034
 SL1034;                    North         East    Units  Estimated Accuracy
 SL1034;SPC ND N     -    76,390.      792,090.      MT  (+/- 180 meters Scaled)
 SL1034
 SL1034                          SUPERSEDED SURVEY CONTROL
 SL1034
 SL1034  NGVD 29 (??/??/92)  462.768  (m)         1518.26   (f) ADJ UNCH    2 0
 SL1034
 SL1034.Superseded values are not recommended for survey control.
 SL1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1034.See file dsdata.txt to determine how the superseded data were derived.
 SL1034
 SL1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT794788(NAD 83)
 SL1034_MARKER: DB = BENCH MARK DISK
 SL1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1034_STAMPING: A 307 1963
 SL1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1034+STABILITY: SURFACE MOTION
 SL1034
 SL1034  HISTORY     - Date     Condition        Report By
 SL1034  HISTORY     - 1963     MONUMENTED       CGS
 SL1034  HISTORY     - 1968     GOOD             DOD
 SL1034
 SL1034                          STATION DESCRIPTION
 SL1034
 SL1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1034'3.85 MI SE FROM ANETA.
 SL1034'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SL1034'STATION AT ANETA, THENCE 1.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SL1034'THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE EAST
 SL1034'ALONG A GRAVELED ROAD, IN SECTION 8, T 148 N, R 57 W, 129 FEET
 SL1034'SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH A NORTH-SOUTH
 SL1034'GRAVELED ROAD, 120 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 48 FEET
 SL1034'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.5 FEET SOUTHWEST OF
 SL1034'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SL1034'INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SL1034'INCHES.
 SL1034
 SL1034                          STATION RECOVERY (1968)
 SL1034
 SL1034'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0351 ***********************************************************************
 SM0351  DESIGNATION -  A 308
 SM0351  PID         -  SM0351
 SM0351  STATE/COUNTY-  ND/GRIGGS
 SM0351  USGS QUAD   -  REVERE (1961)
 SM0351
 SM0351                         *CURRENT SURVEY CONTROL
 SM0351  ___________________________________________________________________
 SM0351* NAD 83(1986)-  47 20 46.     (N)    098 18 27.     (W)     SCALED    
 SM0351* NAVD 88     -       438.817  (meters)    1439.69   (feet)  ADJUSTED  
 SM0351  ___________________________________________________________________
 SM0351  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 SM0351  DYNAMIC HT  -         438.858 (meters)    1439.82  (feet)  COMP
 SM0351  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 SM0351
 SM0351  VERT ORDER  -  SECOND    CLASS 0
 SM0351
 SM0351.The horizontal coordinates were scaled from a topographic map and have
 SM0351.an estimated accuracy of +/- 6 seconds.
 SM0351
 SM0351.The orthometric height was determined by differential leveling
 SM0351.and adjusted by the National Geodetic Survey in June 1991..
 SM0351
 SM0351.The geoid height was determined by GEOID03.
 SM0351
 SM0351.The dynamic height is computed by dividing the NAVD 88
 SM0351.geopotential number by the normal gravity value computed on the
 SM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0351.degrees latitude (g = 980.6199 gals.).
 SM0351
 SM0351.The modeled gravity was interpolated from observed gravity values.
 SM0351
 SM0351;                    North         East    Units  Estimated Accuracy
 SM0351;SPC ND N     -    40,840.      765,650.      MT  (+/- 180 meters Scaled)
 SM0351
 SM0351                          SUPERSEDED SURVEY CONTROL
 SM0351
 SM0351  NGVD 29 (??/??/92)  438.460  (m)         1438.51   (f) ADJ UNCH    2 0
 SM0351
 SM0351.Superseded values are not recommended for survey control.
 SM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0351.See file dsdata.txt to determine how the superseded data were derived.
 SM0351
 SM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT523438(NAD 83)
 SM0351_MARKER: DB = BENCH MARK DISK
 SM0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0351_STAMPING: A 308 1963
 SM0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0351
 SM0351  HISTORY     - Date     Condition        Report By
 SM0351  HISTORY     - 1963     MONUMENTED       CGS
 SM0351
 SM0351                          STATION DESCRIPTION
 SM0351
 SM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0351'1.35 MI SE FROM REVERE.
 SM0351'ABOUT 1.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0351'STATION AND TELEPHONE BOOTH AT REVERE OR ABOUT 6.2 MILES WEST ALONG
 SM0351'THE GREAT NORTHERN RAILWAY FROM THE CROSSING OF THE GREAT NORTHERN AND
 SM0351'THE NORTHERN PACIFIC RAILWAYS AT HANNAFORD, IN SECTION 28, T 145 N, R
 SM0351'60 W, 40 FEET WEST OF MILEPOST 79, 4 1/2 FEET SOUTHWEST OF THE
 SM0351'SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 SM0351'ABUTMENT OF RAILROAD BRIDGE NUMBER 79.0, AND ABOUT 1 1/2 FEET BELOW
 SM0351'THE LEVEL OF THE TRACK,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0325 ***********************************************************************
 SM0325  DESIGNATION -  A 309
 SM0325  PID         -  SM0325
 SM0325  STATE/COUNTY-  ND/GRIGGS
 SM0325  USGS QUAD   -  JESSIE (1961)
 SM0325
 SM0325                         *CURRENT SURVEY CONTROL
 SM0325  ___________________________________________________________________
 SM0325* NAD 83(1986)-  47 36 39.     (N)    098 08 16.     (W)     SCALED    
 SM0325* NAVD 88     -       402.452  (meters)    1320.38   (feet)  ADJUSTED  
 SM0325  ___________________________________________________________________
 SM0325  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0325  DYNAMIC HT  -         402.505 (meters)    1320.55  (feet)  COMP
 SM0325  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 SM0325
 SM0325  VERT ORDER  -  SECOND    CLASS 0
 SM0325
 SM0325.The horizontal coordinates were scaled from a topographic map and have
 SM0325.an estimated accuracy of +/- 6 seconds.
 SM0325
 SM0325.The orthometric height was determined by differential leveling
 SM0325.and adjusted by the National Geodetic Survey in June 1991..
 SM0325
 SM0325.The geoid height was determined by GEOID03.
 SM0325
 SM0325.The dynamic height is computed by dividing the NAVD 88
 SM0325.geopotential number by the normal gravity value computed on the
 SM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0325.degrees latitude (g = 980.6199 gals.).
 SM0325
 SM0325.The modeled gravity was interpolated from observed gravity values.
 SM0325
 SM0325;                    North         East    Units  Estimated Accuracy
 SM0325;SPC ND N     -    70,640.      777,570.      MT  (+/- 180 meters Scaled)
 SM0325
 SM0325                          SUPERSEDED SURVEY CONTROL
 SM0325
 SM0325  NGVD 29 (??/??/92)  402.090  (m)         1319.19   (f) ADJ UNCH    2 0
 SM0325
 SM0325.Superseded values are not recommended for survey control.
 SM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0325.See file dsdata.txt to determine how the superseded data were derived.
 SM0325
 SM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT648734(NAD 83)
 SM0325_MARKER: DB = BENCH MARK DISK
 SM0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0325_STAMPING: A 309 1963
 SM0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0325+STABILITY: SURFACE MOTION
 SM0325
 SM0325  HISTORY     - Date     Condition        Report By
 SM0325  HISTORY     - 1963     MONUMENTED       CGS
 SM0325
 SM0325                          STATION DESCRIPTION
 SM0325
 SM0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0325'14.45 MI NE FROM BINFORD.
 SM0325'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0325'RAILWAY STATION AT BINFORD, THENCE 3.35 MILES EAST ALONG A TRAIL ROAD,
 SM0325'THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES EAST
 SM0325'ALONG A GRAVELED ROAD, OR ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE
 SM0325'FROM THE NORTHERN PACIFIC RAILWAY STATION AT COOPERSTOWN, THENCE 7.2
 SM0325'MILES NORTH ALONG STATE HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A
 SM0325'GRAVELED ROAD, THENCE 1.05 MILES NORTHEAST ALONG A GRAVELED ROAD,
 SM0325'THENCE 0.8 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE NORTH
 SM0325'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN
 SM0325'SECTION 26, T 148 N, R 59 W, 0.2 MILE WEST OF A CURVE IN THE ROAD, 116
 SM0325'YARDS SOUTH OF A TWO STORY FARMHOUSE, 49 FEET NORTH OF THE CENTER LINE
 SM0325'OF THE ROAD, 171 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 SM0325'19 FEET WEST OF A CORNER FENCE POST, 2 FEET SOUTH OF A FENCE, 1.5 FEET
 SM0325'EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 SM0325'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0531 ***********************************************************************
 RP0531  DESIGNATION -  A 31
 RP0531  PID         -  RP0531
 RP0531  STATE/COUNTY-  ND/RANSOM
 RP0531  USGS QUAD   -  ELLIOTT (1962)
 RP0531
 RP0531                         *CURRENT SURVEY CONTROL
 RP0531  ___________________________________________________________________
 RP0531* NAD 83(1986)-  46 24 02.     (N)    097 51 57.     (W)     SCALED    
 RP0531* NAVD 88     -       416.553  (meters)    1366.64   (feet)  ADJUSTED  
 RP0531  ___________________________________________________________________
 RP0531  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 RP0531  DYNAMIC HT  -         416.564 (meters)    1366.68  (feet)  COMP
 RP0531  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RP0531
 RP0531  VERT ORDER  -  SECOND    CLASS 0
 RP0531
 RP0531.The horizontal coordinates were scaled from a topographic map and have
 RP0531.an estimated accuracy of +/- 6 seconds.
 RP0531
 RP0531.The orthometric height was determined by differential leveling
 RP0531.and adjusted by the National Geodetic Survey in June 1991..
 RP0531
 RP0531.The geoid height was determined by GEOID03.
 RP0531
 RP0531.The dynamic height is computed by dividing the NAVD 88
 RP0531.geopotential number by the normal gravity value computed on the
 RP0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0531.degrees latitude (g = 980.6199 gals.).
 RP0531
 RP0531.The modeled gravity was interpolated from observed gravity values.
 RP0531
 RP0531;                    North         East    Units  Estimated Accuracy
 RP0531;SPC ND S     -    84,970.      802,530.      MT  (+/- 180 meters Scaled)
 RP0531
 RP0531                          SUPERSEDED SURVEY CONTROL
 RP0531
 RP0531  NGVD 29 (??/??/92)  416.216  (m)         1365.54   (f) ADJ UNCH    2 0
 RP0531
 RP0531.Superseded values are not recommended for survey control.
 RP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0531.See file dsdata.txt to determine how the superseded data were derived.
 RP0531
 RP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS871391(NAD 83)
 RP0531_MARKER: DB = BENCH MARK DISK
 RP0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0531_STAMPING: A 31 1934
 RP0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0531+STABILITY: SURFACE MOTION
 RP0531
 RP0531  HISTORY     - Date     Condition        Report By
 RP0531  HISTORY     - 1934     MONUMENTED       CGS
 RP0531
 RP0531                          STATION DESCRIPTION
 RP0531
 RP0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0531'2.3 MI NE FROM ENGLEVALE.
 RP0531'2.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0531'STATION AT ENGLEVALE, RANSOM COUNTY, ABOUT 12 POLES SOUTHWEST OF
 RP0531'MILEPOST 65, ABOUT 240 FEET NORTHEAST OF THE CENTER OF A CROSSING, 3
 RP0531'FEET NORTH OF THE THIRD POLE FROM CROSSING, 47 FEET SOUTHEAST OF THE
 RP0531'CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 RP0531'STANDARD DISK, STAMPED A 31 1934 AND SET IN THE TOP OF A CONCRETE
 RP0531'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1327 ***********************************************************************
 TG1327  DESIGNATION -  A 312
 TG1327  PID         -  TG1327
 TG1327  STATE/COUNTY-  ND/WILLIAMS
 TG1327  USGS QUAD   -  WILLISTON WEST (1976)
 TG1327
 TG1327                         *CURRENT SURVEY CONTROL
 TG1327  ___________________________________________________________________
 TG1327* NAD 83(1986)-  48 10 34.     (N)    103 37 55.     (W)     SCALED    
 TG1327* NAVD 88     -       580.284  (meters)    1903.82   (feet)  ADJUSTED  
 TG1327  ___________________________________________________________________
 TG1327  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1327  DYNAMIC HT  -         580.363 (meters)    1904.07  (feet)  COMP
 TG1327  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 TG1327
 TG1327  VERT ORDER  -  FIRST     CLASS II
 TG1327
 TG1327.This mark is at Sloulin Fld Intl Airport (ISN)
 TG1327
 TG1327.The horizontal coordinates were scaled from a topographic map and have
 TG1327.an estimated accuracy of +/- 6 seconds.
 TG1327
 TG1327.The orthometric height was determined by differential leveling
 TG1327.and adjusted by the National Geodetic Survey in June 1991..
 TG1327
 TG1327.The geoid height was determined by GEOID03.
 TG1327
 TG1327.The dynamic height is computed by dividing the NAVD 88
 TG1327.geopotential number by the normal gravity value computed on the
 TG1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1327.degrees latitude (g = 980.6199 gals.).
 TG1327
 TG1327.The modeled gravity was interpolated from observed gravity values.
 TG1327
 TG1327;                    North         East    Units  Estimated Accuracy
 TG1327;SPC ND N     -   135,500.      367,150.      MT  (+/- 180 meters Scaled)
 TG1327
 TG1327                          SUPERSEDED SURVEY CONTROL
 TG1327
 TG1327  NGVD 29 (??/??/92)  579.801  (m)         1902.23   (f) ADJ UNCH    1 2
 TG1327
 TG1327.Superseded values are not recommended for survey control.
 TG1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1327.See file dsdata.txt to determine how the superseded data were derived.
 TG1327
 TG1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP017367(NAD 83)
 TG1327_MARKER: DB = BENCH MARK DISK
 TG1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1327_SP_SET: CONCRETE DRILL HOLE
 TG1327_STAMPING: 312 A 1965
 TG1327_MARK LOGO: CGS   
 TG1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1327
 TG1327  HISTORY     - Date     Condition        Report By
 TG1327  HISTORY     - 1965     MONUMENTED       CGS
 TG1327  HISTORY     - 1977     GOOD             NGS
 TG1327  HISTORY     - 1982     GOOD             NGS
 TG1327
 TG1327                          STATION DESCRIPTION
 TG1327
 TG1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TG1327'2.4 MI NW FROM WILLISTON.
 TG1327'2.4 MILES NORTHWEST OF THE POST OFFICE IN WILLISTON ALONG U.S. HIGHWAY
 TG1327'2-85 AT SLOULIN FIELD, NEAR THE SOUTHWEST CORNER OF THE TERMINAL
 TG1327'BUILDING IN THE SOUTHWEST CORNER OF A CONCRETE PLATFORM LEADING TO THE
 TG1327'REAR ENTRANCE TO THE U.S. WEATHER BUREAU OFFICE, 30 FT NORTHEAST OF
 TG1327'THE USWB THERMOMETER STAND, 38 FT EAST OF A MESH FENCE AT THE EAST
 TG1327'EDGE OF THE APRON, AND 37 FT SOUTH OF THE ENTRANCE TO THE U.S. CUSTOMS
 TG1327'OFFICE.  A STANDARD C AND GS BM SET IN A DRILL HOLE IN CONCRETE,
 TG1327'STAMPED 312 A 1965.
 TG1327
 TG1327                          STATION RECOVERY (1977)
 TG1327
 TG1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TG1327'RECOVERED IN GOOD CONDITION.
 TG1327
 TG1327                          STATION RECOVERY (1982)
 TG1327
 TG1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TG1327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TG1327'IN WILLISTON, AT THE SLOULIN FIELD INTERNATIONAL AIRPORT, IN TOP OF
 TG1327'THE SOUTH CORNER OF A CONCRETE WELL FOUNDATION, 5.6 METERS (18.4 FT)
 TG1327'NORTHWEST OF THE SOUTH CORNER OF THE TERMINAL BUILDING, 2.3 METERS
 TG1327'(7.5 FT) SOUTHWEST OF THE SOUTHWEST SIDE OF THE BUILDING AND 1.0 METER
 TG1327'(3.3 FT) SOUTHEAST OF THE SOUTHEAST END OF THE STEPS TO THE BUILDING.
 TG1327'THE MARK IS 0.8 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0362 ***********************************************************************
 RP0362  DESIGNATION -  A 32
 RP0362  PID         -  RP0362
 RP0362  STATE/COUNTY-  ND/RICHLAND
 RP0362  USGS QUAD   -  CHRISTINE (1979)
 RP0362
 RP0362                         *CURRENT SURVEY CONTROL
 RP0362  ___________________________________________________________________
 RP0362* NAD 83(1986)-  46 37 02.     (N)    096 48 46.     (W)     SCALED    
 RP0362* NAVD 88     -       280.608  (meters)     920.63   (feet)  ADJUSTED  
 RP0362  ___________________________________________________________________
 RP0362  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP0362  DYNAMIC HT  -         280.627 (meters)     920.69  (feet)  COMP
 RP0362  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 RP0362
 RP0362  VERT ORDER  -  SECOND    CLASS 0
 RP0362
 RP0362.The horizontal coordinates were scaled from a topographic map and have
 RP0362.an estimated accuracy of +/- 6 seconds.
 RP0362
 RP0362.The orthometric height was determined by differential leveling
 RP0362.and adjusted by the National Geodetic Survey in June 1991..
 RP0362
 RP0362.The geoid height was determined by GEOID03.
 RP0362
 RP0362.The dynamic height is computed by dividing the NAVD 88
 RP0362.geopotential number by the normal gravity value computed on the
 RP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0362.degrees latitude (g = 980.6199 gals.).
 RP0362
 RP0362.The modeled gravity was interpolated from observed gravity values.
 RP0362
 RP0362;                    North         East    Units  Estimated Accuracy
 RP0362;SPC ND S     -   112,290.      882,310.      MT  (+/- 180 meters Scaled)
 RP0362
 RP0362                          SUPERSEDED SURVEY CONTROL
 RP0362
 RP0362  NGVD 29 (??/??/92)  280.30   (m)          919.6    (f) COMPUTED    2 0
 RP0362
 RP0362.Superseded values are not recommended for survey control.
 RP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0362.See file dsdata.txt to determine how the superseded data were derived.
 RP0362
 RP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS674649(NAD 83)
 RP0362_MARKER: DB = BENCH MARK DISK
 RP0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0362_SP_SET: CULVERT
 RP0362_STAMPING: A-32 1934
 RP0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0362
 RP0362  HISTORY     - Date     Condition        Report By
 RP0362  HISTORY     - 1934     MONUMENTED       CGS
 RP0362  HISTORY     - 1940     GOOD             NGS
 RP0362
 RP0362                          STATION DESCRIPTION
 RP0362
 RP0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RP0362'3.1 MI N FROM CHRISTINE.
 RP0362'ABOUT 3.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RP0362'PACIFIC RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, ABOUT
 RP0362'5 POLES NORTH OF THE STATION AT LITHIA, ABOUT 18 POLES NORTH OF
 RP0362'MILEPOST 97, 479 FEET NORTH OF A PUBLIC ROAD CROSSING, 71 FEET WEST OF
 RP0362'THE CENTER LINE OF THE TRACK, AT A 14-INCH CONCRETE PIPE CULVERT, ON
 RP0362'U. S. HIGHWAY 81, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 RP0362'HEAD WALL, 2 FEET NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M. AND
 RP0362'ABOUT 3 FEET LOWER THAN THE TRACK, A STANDARD DISK, STAMPED A-32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0363 ***********************************************************************
 RP0363  DESIGNATION -  A 32 RESET
 RP0363  PID         -  RP0363
 RP0363  STATE/COUNTY-  ND/RICHLAND
 RP0363  USGS QUAD   -  CHRISTINE (1979)
 RP0363
 RP0363                         *CURRENT SURVEY CONTROL
 RP0363  ___________________________________________________________________
 RP0363* NAD 83(1986)-  46 37 02.     (N)    096 48 46.     (W)     SCALED    
 RP0363* NAVD 88     -       280.43   (+/-2cm)     920.0    (feet)  VERTCON   
 RP0363  ___________________________________________________________________
 RP0363  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP0363
 RP0363  VERT ORDER  -  THIRD (See Below)
 RP0363
 RP0363.The horizontal coordinates were scaled from a topographic map and have
 RP0363.an estimated accuracy of +/- 6 seconds.
 RP0363
 RP0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0363.The vertical order pertains to the NGVD 29 superseded value.
 RP0363
 RP0363.The geoid height was determined by GEOID03.
 RP0363
 RP0363;                    North         East    Units  Estimated Accuracy
 RP0363;SPC ND S     -   112,290.      882,310.      MT  (+/- 180 meters Scaled)
 RP0363
 RP0363                          SUPERSEDED SURVEY CONTROL
 RP0363
 RP0363  NGVD 29 (??/??/??)  280.12   (m)          919.0    (f) RESET       3  
 RP0363
 RP0363.Superseded values are not recommended for survey control.
 RP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0363.See file dsdata.txt to determine how the superseded data were derived.
 RP0363
 RP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS674649(NAD 83)
 RP0363_MARKER: DB = BENCH MARK DISK
 RP0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0363_STAMPING: A 32 RESET 1953
 RP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0363+STABILITY: SURFACE MOTION
 RP0363
 RP0363  HISTORY     - Date     Condition        Report By
 RP0363  HISTORY     - 1953     MONUMENTED       NDHD
 RP0363  HISTORY     - 1962     MARK NOT FOUND   NGS
 RP0363
 RP0363                          STATION DESCRIPTION
 RP0363
 RP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0363'3.1 MI N FROM CHRISTINE.
 RP0363'3.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0363'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, 3 POLES NORTH
 RP0363'OF THE STATION AT LITHIA, 18 POLES NORTH OF MILEPOST 97, 479 FEET
 RP0363'NORTH OF A PUBLICROAD CROSSING, 50 FEET WEST OF THE CENTERLINE OF THE
 RP0363'TRACK, 100 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 41 FEET
 RP0363'SOUTH OF A HIGHWAY RIGHT-OF-WAY POST, AND 2 1/2 FEET LOWER THAN THE
 RP0363'TRACK.  A STANDARD DISK, STAMPED A 32 RESET 1953 AND SET IN THE TOP OF
 RP0363'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0537 ***********************************************************************
 TG0537  DESIGNATION -  A 325
 TG0537  PID         -  TG0537
 TG0537  STATE/COUNTY-  ND/MOUNTRAIL
 TG0537  USGS QUAD   -  STANLEY (1981)
 TG0537
 TG0537                         *CURRENT SURVEY CONTROL
 TG0537  ___________________________________________________________________
 TG0537* NAD 83(1986)-  48 19 11.     (N)    102 23 24.     (W)     SCALED    
 TG0537* NAVD 88     -       687.542  (meters)    2255.71   (feet)  ADJUSTED  
 TG0537  ___________________________________________________________________
 TG0537  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0537  DYNAMIC HT  -         687.650 (meters)    2256.07  (feet)  COMP
 TG0537  MODELED GRAV-     980,745.1   (mgal)                       NAVD 88
 TG0537
 TG0537  VERT ORDER  -  SECOND    CLASS 0
 TG0537
 TG0537.The horizontal coordinates were scaled from a topographic map and have
 TG0537.an estimated accuracy of +/- 6 seconds.
 TG0537
 TG0537.The orthometric height was determined by differential leveling
 TG0537.and adjusted by the National Geodetic Survey in June 1991..
 TG0537
 TG0537.The geoid height was determined by GEOID03.
 TG0537
 TG0537.The dynamic height is computed by dividing the NAVD 88
 TG0537.geopotential number by the normal gravity value computed on the
 TG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0537.degrees latitude (g = 980.6199 gals.).
 TG0537
 TG0537.The modeled gravity was interpolated from observed gravity values.
 TG0537
 TG0537;                    North         East    Units  Estimated Accuracy
 TG0537;SPC ND N     -   148,450.      459,850.      MT  (+/- 180 meters Scaled)
 TG0537
 TG0537                          SUPERSEDED SURVEY CONTROL
 TG0537
 TG0537  NGVD 29 (??/??/92)  687.09   (m)         2254.2    (f) COMPUTED    2 0
 TG0537
 TG0537.Superseded values are not recommended for survey control.
 TG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0537.See file dsdata.txt to determine how the superseded data were derived.
 TG0537
 TG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP934551(NAD 83)
 TG0537_MARKER: DB = BENCH MARK DISK
 TG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0537_STAMPING: A-325 1935
 TG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0537+STABILITY: SURFACE MOTION
 TG0537
 TG0537  HISTORY     - Date     Condition        Report By
 TG0537  HISTORY     - 1935     MONUMENTED       CGS
 TG0537
 TG0537                          STATION DESCRIPTION
 TG0537
 TG0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0537'IN STANLEY.
 TG0537'ALONG THE GREAT NORTHERN RAILROAD AND STATE HIWAY NO. 8.  141 FT
 TG0537'SOUTHWEST OF DEPOT, 54 FT NORTHEAST OF CENTERLINE OF HIWAY CROSSING,
 TG0537'THENCE 51 FT NORTHWEST OF CENTERLINE OF TRACK.  LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0539 ***********************************************************************
 TG0539  DESIGNATION -  A 325 RESET
 TG0539  PID         -  TG0539
 TG0539  STATE/COUNTY-  ND/MOUNTRAIL
 TG0539  USGS QUAD   -  STANLEY (1981)
 TG0539
 TG0539                         *CURRENT SURVEY CONTROL
 TG0539  ___________________________________________________________________
 TG0539* NAD 83(1986)-  48 19 12.     (N)    102 23 22.     (W)     SCALED    
 TG0539* NAVD 88     -       687.316  (meters)    2254.97   (feet)  ADJUSTED  
 TG0539  ___________________________________________________________________
 TG0539  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0539  DYNAMIC HT  -         687.424 (meters)    2255.32  (feet)  COMP
 TG0539  MODELED GRAV-     980,745.1   (mgal)                       NAVD 88
 TG0539
 TG0539  VERT ORDER  -  FIRST     CLASS II
 TG0539
 TG0539.The horizontal coordinates were scaled from a topographic map and have
 TG0539.an estimated accuracy of +/- 6 seconds.
 TG0539
 TG0539.The orthometric height was determined by differential leveling
 TG0539.and adjusted by the National Geodetic Survey in June 1991..
 TG0539.WARNING-Repeat measurements at this control monument indicate possible
 TG0539.vertical movement.
 TG0539
 TG0539.The geoid height was determined by GEOID03.
 TG0539
 TG0539.The dynamic height is computed by dividing the NAVD 88
 TG0539.geopotential number by the normal gravity value computed on the
 TG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0539.degrees latitude (g = 980.6199 gals.).
 TG0539
 TG0539.The modeled gravity was interpolated from observed gravity values.
 TG0539
 TG0539;                    North         East    Units  Estimated Accuracy
 TG0539;SPC ND N     -   148,480.      459,900.      MT  (+/- 180 meters Scaled)
 TG0539
 TG0539                          SUPERSEDED SURVEY CONTROL
 TG0539
 TG0539.No superseded survey control is available for this station.
 TG0539
 TG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP935551(NAD 83)
 TG0539_MARKER: DB = BENCH MARK DISK
 TG0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0539_SP_SET: ABUTMENT
 TG0539_STAMPING: A 325 RESET 1936
 TG0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0539
 TG0539  HISTORY     - Date     Condition        Report By
 TG0539  HISTORY     - 1936     MONUMENTED       CGS
 TG0539  HISTORY     - 1963     GOOD             NGS
 TG0539
 TG0539                          STATION DESCRIPTION
 TG0539
 TG0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0539'IN STANLEY.
 TG0539'AT STANLEY, ABOUT 75 YARDS NORTHWEST AND ACROSS THE TRACKS FROM THE
 TG0539'NORTHWEST CORNER OF THE GREAT NORTHERN RAILWAY STATION, SET IN THE TOP
 TG0539'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE RAILWAY OVERPASS
 TG0539'OF U.S. HIGHWAY 2 AND STATE HIGHWAY 8, 9.0 FEET NORTH OF THE NORTH
 TG0539'RAIL OF THE NORTH TRACK, 1.5 FEET SOUTH OF THE NORTH END OF THE
 TG0539'ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, S 21, R 91 W,
 TG0539'T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0884 ***********************************************************************
 TG0884  DESIGNATION -  A 326 RESET
 TG0884  PID         -  TG0884
 TG0884  STATE/COUNTY-  ND/MOUNTRAIL
 TG0884  USGS QUAD   -  WHITE EARTH (1969)
 TG0884
 TG0884                         *CURRENT SURVEY CONTROL
 TG0884  ___________________________________________________________________
 TG0884* NAD 83(1986)-  48 25 48.     (N)    102 47 16.     (W)     SCALED    
 TG0884* NAVD 88     -       697.950  (meters)    2289.86   (feet)  ADJUSTED  
 TG0884  ___________________________________________________________________
 TG0884  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0884  DYNAMIC HT  -         698.061 (meters)    2290.22  (feet)  COMP
 TG0884  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 TG0884
 TG0884  VERT ORDER  -  SECOND    CLASS 0
 TG0884
 TG0884.The horizontal coordinates were scaled from a topographic map and have
 TG0884.an estimated accuracy of +/- 6 seconds.
 TG0884
 TG0884.The orthometric height was determined by differential leveling
 TG0884.and adjusted by the National Geodetic Survey in June 1991..
 TG0884
 TG0884.The geoid height was determined by GEOID03.
 TG0884
 TG0884.The dynamic height is computed by dividing the NAVD 88
 TG0884.geopotential number by the normal gravity value computed on the
 TG0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0884.degrees latitude (g = 980.6199 gals.).
 TG0884
 TG0884.The modeled gravity was interpolated from observed gravity values.
 TG0884
 TG0884;                    North         East    Units  Estimated Accuracy
 TG0884;SPC ND N     -   161,510.      430,730.      MT  (+/- 180 meters Scaled)
 TG0884
 TG0884                          SUPERSEDED SURVEY CONTROL
 TG0884
 TG0884  NGVD 29 (??/??/92)  697.478  (m)         2288.31   (f) ADJ UNCH    2 0
 TG0884
 TG0884.Superseded values are not recommended for survey control.
 TG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0884.See file dsdata.txt to determine how the superseded data were derived.
 TG0884
 TG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP636664(NAD 83)
 TG0884_MARKER: DB = BENCH MARK DISK
 TG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0884_STAMPING: A 326 1935 RESET 1946
 TG0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0884+STABILITY: SURFACE MOTION
 TG0884
 TG0884  HISTORY     - Date     Condition        Report By
 TG0884  HISTORY     - 1946     MONUMENTED       CGS
 TG0884
 TG0884                          STATION DESCRIPTION
 TG0884
 TG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0884'3.6 MI N FROM WHITE EARTH.
 TG0884'3.6 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE THE GREAT NORTHERN
 TG0884'RAILWAY STATION AT WHITE EARTH, MONTRAIL COUNTY, AT A ROAD
 TG0884'INTERSECTION 58 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TG0884'ROAD, 25 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1
 TG0884'FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER
 TG0884'THAN THE ROAD.  A STANDARD DISK, STAMPED A 326 1935 RESET 1946 AND SET
 TG0884'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1023 ***********************************************************************
 TG1023  DESIGNATION -  A 327
 TG1023  PID         -  TG1023
 TG1023  STATE/COUNTY-  ND/BURKE
 TG1023  USGS QUAD   -  LUNDS VALLEY (1978)
 TG1023
 TG1023                         *CURRENT SURVEY CONTROL
 TG1023  ___________________________________________________________________
 TG1023* NAD 83(1986)-  48 33 37.     (N)    102 36 09.     (W)     SCALED    
 TG1023* NAVD 88     -       707.413  (meters)    2320.90   (feet)  ADJUSTED  
 TG1023  ___________________________________________________________________
 TG1023  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG1023  DYNAMIC HT  -         707.541 (meters)    2321.32  (feet)  COMP
 TG1023  MODELED GRAV-     980,766.6   (mgal)                       NAVD 88
 TG1023
 TG1023  VERT ORDER  -  SECOND    CLASS 0
 TG1023
 TG1023.The horizontal coordinates were scaled from a topographic map and have
 TG1023.an estimated accuracy of +/- 6 seconds.
 TG1023
 TG1023.The orthometric height was determined by differential leveling
 TG1023.and adjusted by the National Geodetic Survey in June 1991..
 TG1023
 TG1023.The geoid height was determined by GEOID03.
 TG1023
 TG1023.The dynamic height is computed by dividing the NAVD 88
 TG1023.geopotential number by the normal gravity value computed on the
 TG1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1023.degrees latitude (g = 980.6199 gals.).
 TG1023
 TG1023.The modeled gravity was interpolated from observed gravity values.
 TG1023
 TG1023;                    North         East    Units  Estimated Accuracy
 TG1023;SPC ND N     -   175,600.      444,830.      MT  (+/- 180 meters Scaled)
 TG1023
 TG1023                          SUPERSEDED SURVEY CONTROL
 TG1023
 TG1023  NGVD 29 (??/??/92)  706.966  (m)         2319.44   (f) ADJ UNCH    2 0
 TG1023
 TG1023.Superseded values are not recommended for survey control.
 TG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1023.See file dsdata.txt to determine how the superseded data were derived.
 TG1023
 TG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP768813(NAD 83)
 TG1023_MARKER: DB = BENCH MARK DISK
 TG1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1023_STAMPING: A-327 1935
 TG1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1023+STABILITY: SURFACE MOTION
 TG1023
 TG1023  HISTORY     - Date     Condition        Report By
 TG1023  HISTORY     - 1935     MONUMENTED       CGS
 TG1023  HISTORY     - 1953     GOOD             DOD
 TG1023
 TG1023                          STATION DESCRIPTION
 TG1023
 TG1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1023'2.1 MI E FROM POWERS LAKE.
 TG1023'ABOUT 2.05 MILES EAST OF POWERS LAKE, ALONG STA HIWAY NO. 50.  ON TOP
 TG1023'OF A STEEP HILL, 43 FT SOUTH OF CENTERLINE OF HIWAY.  2 FT NORTH OF
 TG1023'RIGHT OF WAY FENCE AND LEVEL WITH THE ROAD.
 TG1023
 TG1023                          STATION RECOVERY (1953)
 TG1023
 TG1023'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TG1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1024 ***********************************************************************
 TG1024  DESIGNATION -  A 327 RESET
 TG1024  PID         -  TG1024
 TG1024  STATE/COUNTY-  ND/BURKE
 TG1024  USGS QUAD   -  LUNDS VALLEY (1978)
 TG1024
 TG1024                         *CURRENT SURVEY CONTROL
 TG1024  ___________________________________________________________________
 TG1024* NAD 83(1986)-  48 33 37.     (N)    102 36 09.     (W)     SCALED    
 TG1024* NAVD 88     -       705.87   (+/-2cm)    2315.8    (feet)  VERTCON   
 TG1024  ___________________________________________________________________
 TG1024  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG1024
 TG1024  VERT ORDER  -  THIRD (See Below)
 TG1024
 TG1024.The horizontal coordinates were scaled from a topographic map and have
 TG1024.an estimated accuracy of +/- 6 seconds.
 TG1024
 TG1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1024.The vertical order pertains to the NGVD 29 superseded value.
 TG1024
 TG1024.The geoid height was determined by GEOID03.
 TG1024
 TG1024;                    North         East    Units  Estimated Accuracy
 TG1024;SPC ND N     -   175,600.      444,830.      MT  (+/- 180 meters Scaled)
 TG1024
 TG1024                          SUPERSEDED SURVEY CONTROL
 TG1024
 TG1024  NGVD 29 (11/04/04)  705.43   (m)         2314.4    (f) RESET       3  
 TG1024
 TG1024.Superseded values are not recommended for survey control.
 TG1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1024.See file dsdata.txt to determine how the superseded data were derived.
 TG1024
 TG1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP768813(NAD 83)
 TG1024_MARKER: DB = BENCH MARK DISK
 TG1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1024_STAMPING: A 327 RESET 1959
 TG1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1024+STABILITY: SURFACE MOTION
 TG1024
 TG1024  HISTORY     - Date     Condition        Report By
 TG1024  HISTORY     - 1959     MONUMENTED       CGS
 TG1024
 TG1024                          STATION DESCRIPTION
 TG1024
 TG1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 TG1024'2.1 MI E FROM POWERS LAKE.
 TG1024'2.1 MILES EAST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, NEAR THE TOP
 TG1024'OF A STEEP HILL, ABOUT 125 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 TG1024'AND 15 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, AND SET IN THE TOP OF
 TG1024'A ROUND CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0577 ***********************************************************************
 TG0577  DESIGNATION -  A 328
 TG0577  PID         -  TG0577
 TG0577  STATE/COUNTY-  ND/MOUNTRAIL
 TG0577  USGS QUAD   -  PALERMO NW (1981)
 TG0577
 TG0577                         *CURRENT SURVEY CONTROL
 TG0577  ___________________________________________________________________
 TG0577* NAD 83(1986)-  48 28 26.     (N)    102 13 39.     (W)     SCALED    
 TG0577* NAVD 88     -       675.093  (meters)    2214.87   (feet)  ADJUSTED  
 TG0577  ___________________________________________________________________
 TG0577  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TG0577  DYNAMIC HT  -         675.206 (meters)    2215.24  (feet)  COMP
 TG0577  MODELED GRAV-     980,755.6   (mgal)                       NAVD 88
 TG0577
 TG0577  VERT ORDER  -  SECOND    CLASS 0
 TG0577
 TG0577.The horizontal coordinates were scaled from a topographic map and have
 TG0577.an estimated accuracy of +/- 6 seconds.
 TG0577
 TG0577.The orthometric height was determined by differential leveling
 TG0577.and adjusted by the National Geodetic Survey in June 1991..
 TG0577
 TG0577.The geoid height was determined by GEOID03.
 TG0577
 TG0577.The dynamic height is computed by dividing the NAVD 88
 TG0577.geopotential number by the normal gravity value computed on the
 TG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0577.degrees latitude (g = 980.6199 gals.).
 TG0577
 TG0577.The modeled gravity was interpolated from observed gravity values.
 TG0577
 TG0577;                    North         East    Units  Estimated Accuracy
 TG0577;SPC ND N     -   165,300.      472,290.      MT  (+/- 180 meters Scaled)
 TG0577
 TG0577                          SUPERSEDED SURVEY CONTROL
 TG0577
 TG0577  NGVD 29 (??/??/92)  674.641  (m)         2213.38   (f) ADJ UNCH    2 0
 TG0577
 TG0577.Superseded values are not recommended for survey control.
 TG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0577.See file dsdata.txt to determine how the superseded data were derived.
 TG0577
 TG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP049726(NAD 83)
 TG0577_MARKER: DB = BENCH MARK DISK
 TG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0577_STAMPING: A 328 1935
 TG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0577+STABILITY: SURFACE MOTION
 TG0577
 TG0577  HISTORY     - Date     Condition        Report By
 TG0577  HISTORY     - 1935     MONUMENTED       CGS
 TG0577
 TG0577                          STATION DESCRIPTION
 TG0577
 TG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0577'11.5 MI N FROM STANLEY.
 TG0577'11.5 MILES NORTH ALONG STATE HIGHWAY 8 FROM STANLEY, MOUNTRAIL COUNTY,
 TG0577'THENCE 8.3 MILES EAST ALONG A ROAD.  AT THE TOP OF A SMALL HILL, 150
 TG0577'FEET EAST OF A LAKE BED, AT A ROAD JUNCTION, 108 FEET EAST OF THE
 TG0577'CENTERLINE OF THE ROAD LEADING NORTHWEST, 42 FEET NORTH OF THE
 TG0577'CENTERLINE OF THE EAST-AND-WEST ROAD, AND ABOUT 1 FOOT LOWER THAN THE
 TG0577'ROAD.  A STANDARD DISK, STAMPED A 328 1935 AND SET IN THE TOP OF A
 TG0577'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0930 ***********************************************************************
 TG0930  DESIGNATION -  A 329
 TG0930  PID         -  TG0930
 TG0930  STATE/COUNTY-  ND/MOUNTRAIL
 TG0930  USGS QUAD   -  COTTONWOOD LAKE (1981)
 TG0930
 TG0930                         *CURRENT SURVEY CONTROL
 TG0930  ___________________________________________________________________
 TG0930* NAD 83(1986)-  48 27 34.     (N)    102 37 31.     (W)     SCALED    
 TG0930* NAVD 88     -       679.445  (meters)    2229.15   (feet)  ADJUSTED  
 TG0930  ___________________________________________________________________
 TG0930  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0930  DYNAMIC HT  -         679.562 (meters)    2229.53  (feet)  COMP
 TG0930  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 TG0930
 TG0930  VERT ORDER  -  SECOND    CLASS 0
 TG0930
 TG0930.The horizontal coordinates were scaled from a topographic map and have
 TG0930.an estimated accuracy of +/- 6 seconds.
 TG0930
 TG0930.The orthometric height was determined by differential leveling
 TG0930.and adjusted by the National Geodetic Survey in June 1991..
 TG0930
 TG0930.The geoid height was determined by GEOID03.
 TG0930
 TG0930.The dynamic height is computed by dividing the NAVD 88
 TG0930.geopotential number by the normal gravity value computed on the
 TG0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0930.degrees latitude (g = 980.6199 gals.).
 TG0930
 TG0930.The modeled gravity was interpolated from observed gravity values.
 TG0930
 TG0930;                    North         East    Units  Estimated Accuracy
 TG0930;SPC ND N     -   164,440.      442,840.      MT  (+/- 180 meters Scaled)
 TG0930
 TG0930                          SUPERSEDED SURVEY CONTROL
 TG0930
 TG0930  NGVD 29 (??/??/92)  678.983  (m)         2227.63   (f) ADJ UNCH    2 0
 TG0930
 TG0930.Superseded values are not recommended for survey control.
 TG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0930.See file dsdata.txt to determine how the superseded data were derived.
 TG0930
 TG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP755700(NAD 83)
 TG0930_MARKER: DB = BENCH MARK DISK
 TG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0930_STAMPING: A-329 1935
 TG0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0930+STABILITY: SURFACE MOTION
 TG0930
 TG0930  HISTORY     - Date     Condition        Report By
 TG0930  HISTORY     - 1935     MONUMENTED       CGS
 TG0930  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG0930
 TG0930                          STATION DESCRIPTION
 TG0930
 TG0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0930'11.5 MI SW FROM LOSTWOOD.
 TG0930'0.5 MILES EAST, THENCE 1.0 MILES SOUTH, THENCE 10.0 MILES WEST 33 FT
 TG0930'WEST OF CENTERLINE OF ROAD AND CROSS TRAIL, THENCE 21 FT NORTH OF
 TG0930'CENTERLINE OF ROAD.  LEVEL WITH ROAD.
 TG0930
 TG0930                          STATION RECOVERY (1969)
 TG0930
 TG0930'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG0930'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0239 ***********************************************************************
 RP0239  DESIGNATION -  A 33
 RP0239  PID         -  RP0239
 RP0239  STATE/COUNTY-  ND/RICHLAND
 RP0239  USGS QUAD   -  FAIRMOUNT (1973)
 RP0239
 RP0239                         *CURRENT SURVEY CONTROL
 RP0239  ___________________________________________________________________
 RP0239* NAD 83(1986)-  46 03 28.     (N)    096 36 22.     (W)     SCALED    
 RP0239* NAVD 88     -       299.952  (meters)     984.09   (feet)  ADJUSTED  
 RP0239  ___________________________________________________________________
 RP0239  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 RP0239  DYNAMIC HT  -         299.952 (meters)     984.09  (feet)  COMP
 RP0239  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RP0239
 RP0239  VERT ORDER  -  SECOND    CLASS 0
 RP0239
 RP0239.The horizontal coordinates were scaled from a topographic map and have
 RP0239.an estimated accuracy of +/- 6 seconds.
 RP0239
 RP0239.The orthometric height was determined by differential leveling
 RP0239.and adjusted by the National Geodetic Survey in June 1991..
 RP0239.WARNING-Repeat measurements at this control monument indicate possible
 RP0239.vertical movement.
 RP0239
 RP0239.The geoid height was determined by GEOID03.
 RP0239
 RP0239.The dynamic height is computed by dividing the NAVD 88
 RP0239.geopotential number by the normal gravity value computed on the
 RP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0239.degrees latitude (g = 980.6199 gals.).
 RP0239
 RP0239.The modeled gravity was interpolated from observed gravity values.
 RP0239
 RP0239;                    North         East    Units  Estimated Accuracy
 RP0239;SPC ND S     -    50,940.      901,200.      MT  (+/- 180 meters Scaled)
 RP0239
 RP0239                          SUPERSEDED SURVEY CONTROL
 RP0239
 RP0239  NGVD 29 (??/??/92)  299.731  (m)          983.37   (f) ADJ UNCH    2 0
 RP0239
 RP0239.Superseded values are not recommended for survey control.
 RP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0239.See file dsdata.txt to determine how the superseded data were derived.
 RP0239
 RP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS851032(NAD 83)
 RP0239_MARKER: DB = BENCH MARK DISK
 RP0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0239_STAMPING: A 33 1934
 RP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0239+STABILITY: SURFACE MOTION
 RP0239
 RP0239  HISTORY     - Date     Condition        Report By
 RP0239  HISTORY     - 1934     MONUMENTED       CGS
 RP0239  HISTORY     - 1940     GOOD             NGS
 RP0239  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0239
 RP0239                          STATION DESCRIPTION
 RP0239
 RP0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RP0239'IN FAIRMOUNT.
 RP0239'AT FAIRMOUNT, RICHLAND COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RP0239'PACIFIC RAILROAD, 18 POLES SOUTH OF MILEPOST 57, 33.9 FEET SOUTH OF
 RP0239'THE CENTERLINE OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0239'RAILWAY TRACK, 31.6 FEET EAST OF THE CHICAGO, MILWAUKEE AND PACIFIC
 RP0239'RAILROAD TRACK, 3 FEET NORTH OF A WHITE POST STENCILED U.S.B.M. AND 3
 RP0239'FEET LOWER THAN THE TRACK.  A STANDARD DISK STAMPED A 33 1934 AND SET
 RP0239'IN THE TOP OF A CONCRETE POST.
 RP0239
 RP0239                          STATION RECOVERY (1990)
 RP0239
 RP0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1218 ***********************************************************************
 TF1218  DESIGNATION -  A 330
 TF1218  PID         -  TF1218
 TF1218  STATE/COUNTY-  ND/WARD
 TF1218  USGS QUAD   -  BERTHOLD (1980)
 TF1218
 TF1218                         *CURRENT SURVEY CONTROL
 TF1218  ___________________________________________________________________
 TF1218* NAD 83(1986)-  48 18 46.     (N)    101 41 03.     (W)     SCALED    
 TF1218* NAVD 88     -       612.628  (meters)    2009.93   (feet)  ADJUSTED  
 TF1218  ___________________________________________________________________
 TF1218  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TF1218  DYNAMIC HT  -         612.733 (meters)    2010.27  (feet)  COMP
 TF1218  MODELED GRAV-     980,762.1   (mgal)                       NAVD 88
 TF1218
 TF1218  VERT ORDER  -  SECOND    CLASS 0
 TF1218
 TF1218.The horizontal coordinates were scaled from a topographic map and have
 TF1218.an estimated accuracy of +/- 6 seconds.
 TF1218
 TF1218.The orthometric height was determined by differential leveling
 TF1218.and adjusted by the National Geodetic Survey in June 1991..
 TF1218
 TF1218.The geoid height was determined by GEOID03.
 TF1218
 TF1218.The dynamic height is computed by dividing the NAVD 88
 TF1218.geopotential number by the normal gravity value computed on the
 TF1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1218.degrees latitude (g = 980.6199 gals.).
 TF1218
 TF1218.The modeled gravity was interpolated from observed gravity values.
 TF1218
 TF1218;                    North         East    Units  Estimated Accuracy
 TF1218;SPC ND N     -   146,630.      512,180.      MT  (+/- 180 meters Scaled)
 TF1218
 TF1218                          SUPERSEDED SURVEY CONTROL
 TF1218
 TF1218  NGVD 29 (??/??/92)  612.248  (m)         2008.68   (f) ADJ UNCH    2 0
 TF1218
 TF1218.Superseded values are not recommended for survey control.
 TF1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1218.See file dsdata.txt to determine how the superseded data were derived.
 TF1218
 TF1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU009545(NAD 83)
 TF1218_MARKER: DB = BENCH MARK DISK
 TF1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1218_STAMPING: A 330 1935
 TF1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1218+STABILITY: SURFACE MOTION
 TF1218
 TF1218  HISTORY     - Date     Condition        Report By
 TF1218  HISTORY     - 1935     MONUMENTED       CGS
 TF1218  HISTORY     - 1976     MARK NOT FOUND   USGS
 TF1218
 TF1218                          STATION DESCRIPTION
 TF1218
 TF1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1218'2.1 MI E FROM BERTHOLD.
 TF1218'2.1 MILES EAST ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TF1218'BERTHOLD, WARD COUNTY, AT A ROAD INTERSECTION, 48 FEET NORTH OF THE
 TF1218'CENTERLINE OF THE EAST-AND-WEST ROAD, 28 FEET EAST OF THE CENTERLINE
 TF1218'OF THE NORTH-AND-SOUTH ROAD, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 TF1218'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 330 1935 AND SET
 TF1218'IN THE TOP OF A CONCRETE POST.
 TF1218
 TF1218                          STATION RECOVERY (1976)
 TF1218
 TF1218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TF1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0976 ***********************************************************************
 TG0976  DESIGNATION -  A 332
 TG0976  PID         -  TG0976
 TG0976  STATE/COUNTY-  ND/BURKE
 TG0976  USGS QUAD   -  COLUMBUS SE (1981)
 TG0976
 TG0976                         *CURRENT SURVEY CONTROL
 TG0976  ___________________________________________________________________
 TG0976* NAD 83(1986)-  48 48 52.     (N)    102 45 54.     (W)     SCALED    
 TG0976* NAVD 88     -       651.012  (meters)    2135.86   (feet)  ADJUSTED  
 TG0976  ___________________________________________________________________
 TG0976  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TG0976  DYNAMIC HT  -         651.143 (meters)    2136.29  (feet)  COMP
 TG0976  MODELED GRAV-     980,789.5   (mgal)                       NAVD 88
 TG0976
 TG0976  VERT ORDER  -  SECOND    CLASS 0
 TG0976
 TG0976.The horizontal coordinates were scaled from a topographic map and have
 TG0976.an estimated accuracy of +/- 6 seconds.
 TG0976
 TG0976.The orthometric height was determined by differential leveling
 TG0976.and adjusted by the National Geodetic Survey in June 1991..
 TG0976
 TG0976.The geoid height was determined by GEOID03.
 TG0976
 TG0976.The dynamic height is computed by dividing the NAVD 88
 TG0976.geopotential number by the normal gravity value computed on the
 TG0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0976.degrees latitude (g = 980.6199 gals.).
 TG0976
 TG0976.The modeled gravity was interpolated from observed gravity values.
 TG0976
 TG0976;                    North         East    Units  Estimated Accuracy
 TG0976;SPC ND N     -   204,190.      433,670.      MT  (+/- 180 meters Scaled)
 TG0976
 TG0976                          SUPERSEDED SURVEY CONTROL
 TG0976
 TG0976  NGVD 29 (??/??/92)  650.559  (m)         2134.38   (f) ADJ UNCH    2 0
 TG0976
 TG0976.Superseded values are not recommended for survey control.
 TG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0976.See file dsdata.txt to determine how the superseded data were derived.
 TG0976
 TG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ640092(NAD 83)
 TG0976_MARKER: DB = BENCH MARK DISK
 TG0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0976_STAMPING: A 332 1935
 TG0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0976+STABILITY: SURFACE MOTION
 TG0976
 TG0976  HISTORY     - Date     Condition        Report By
 TG0976  HISTORY     - 1935     MONUMENTED       CGS
 TG0976  HISTORY     - 1964     GOOD             NGS
 TG0976
 TG0976                          STATION DESCRIPTION
 TG0976
 TG0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TG0976'6.8 MI S FROM COLUMBUS.
 TG0976'6.8 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE COUNTY, AT
 TG0976'A ROAD INTERSECTION, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 42
 TG0976'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, NEAR THE RIGHT-OF-WAY
 TG0976'FENCE, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A
 TG0976'332 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY IS
 TG0976'BEING REROUTED IN THE AREA AND WILL PASS ABOUT 1 MILE WEST OF THIS
 TG0976'MARK.  THERE IS A CHURCH ON THE NEW HIGHWAY LOCATION ABOUT 1 MILE WEST
 TG0976'OF THE MARK.  A METAL WITNESS POST WAS SET ABOUT 1 FOOT WEST OF BENCH
 TG0976'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1013 ***********************************************************************
 TG1013  DESIGNATION -  A 333
 TG1013  PID         -  TG1013
 TG1013  STATE/COUNTY-  ND/DIVIDE
 TG1013  USGS QUAD   -  BUSH LAKE (1974)
 TG1013
 TG1013                         *CURRENT SURVEY CONTROL
 TG1013  ___________________________________________________________________
 TG1013* NAD 83(1986)-  48 39 43.     (N)    102 57 04.     (W)     SCALED    
 TG1013* NAVD 88     -       706.852  (meters)    2319.06   (feet)  ADJUSTED  
 TG1013  ___________________________________________________________________
 TG1013  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1013  DYNAMIC HT  -         706.974 (meters)    2319.46  (feet)  COMP
 TG1013  MODELED GRAV-     980,759.2   (mgal)                       NAVD 88
 TG1013
 TG1013  VERT ORDER  -  SECOND    CLASS 0
 TG1013
 TG1013.The horizontal coordinates were scaled from a topographic map and have
 TG1013.an estimated accuracy of +/- 6 seconds.
 TG1013
 TG1013.The orthometric height was determined by differential leveling
 TG1013.and adjusted by the National Geodetic Survey in June 1991..
 TG1013
 TG1013.The geoid height was determined by GEOID03.
 TG1013
 TG1013.The dynamic height is computed by dividing the NAVD 88
 TG1013.geopotential number by the normal gravity value computed on the
 TG1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1013.degrees latitude (g = 980.6199 gals.).
 TG1013
 TG1013.The modeled gravity was interpolated from observed gravity values.
 TG1013
 TG1013;                    North         East    Units  Estimated Accuracy
 TG1013;SPC ND N     -   187,660.      419,470.      MT  (+/- 180 meters Scaled)
 TG1013
 TG1013                          SUPERSEDED SURVEY CONTROL
 TG1013
 TG1013  NGVD 29 (??/??/92)  706.383  (m)         2317.52   (f) ADJ UNCH    2 0
 TG1013
 TG1013.Superseded values are not recommended for survey control.
 TG1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1013.See file dsdata.txt to determine how the superseded data were derived.
 TG1013
 TG1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP508919(NAD 83)
 TG1013_MARKER: DB = BENCH MARK DISK
 TG1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1013_STAMPING: A 333 1935
 TG1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1013+STABILITY: SURFACE MOTION
 TG1013
 TG1013  HISTORY     - Date     Condition        Report By
 TG1013  HISTORY     - 1935     MONUMENTED       CGS
 TG1013  HISTORY     - 1961     MARK NOT FOUND   NGS
 TG1013
 TG1013                          STATION DESCRIPTION
 TG1013
 TG1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1013'6.0 MI N FROM MCGREGOR.
 TG1013'IN DIVIDE COUNTY, 6.0 MILES NORTH ALONG STATE HIGHWAY 50 AND A ROAD
 TG1013'FROM MCGREGOR, WILLIAMS COUNTY, AT A ROAD INTERSECTION, 63 FEET NORTH
 TG1013'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 54 FEET EAST OF THE
 TG1013'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2 FEET SOUTHWEST OF THE
 TG1013'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A STANDARD
 TG1013'DISK, STAMPED A 333 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 TG1013'THIS MARK MAY ALSO BE REACHED FROM THE GREAT NORTHERN RAILWAY STATION
 TG1013'AT NOONAN, BY GOING 12.0 MILES SOUTH, 2.5 MILES EAST, 3.0 MILES SOUTH,
 TG1013'1.0 MILE EAST, AND 1.0 MILE SOUTH ALONG ROADS.
 TG1013
 TG1013                          STATION RECOVERY (1961)
 TG1013
 TG1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 TG1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0995 ***********************************************************************
 TF0995  DESIGNATION -  A 334
 TF0995  PID         -  TF0995
 TF0995  STATE/COUNTY-  ND/WARD
 TF0995  USGS QUAD   -  SAWYER NE (1979)
 TF0995
 TF0995                         *CURRENT SURVEY CONTROL
 TF0995  ___________________________________________________________________
 TF0995* NAD 83(1986)-  48 14 24.     (N)    101 07 25.     (W)     SCALED    
 TF0995* NAVD 88     -       493.019  (meters)    1617.51   (feet)  ADJUSTED  
 TF0995  ___________________________________________________________________
 TF0995  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 TF0995  DYNAMIC HT  -         493.109 (meters)    1617.81  (feet)  COMP
 TF0995  MODELED GRAV-     980,778.8   (mgal)                       NAVD 88
 TF0995
 TF0995  VERT ORDER  -  FIRST     CLASS II
 TF0995
 TF0995.The horizontal coordinates were scaled from a topographic map and have
 TF0995.an estimated accuracy of +/- 6 seconds.
 TF0995
 TF0995.The orthometric height was determined by differential leveling
 TF0995.and adjusted by the National Geodetic Survey in June 1991..
 TF0995
 TF0995.The geoid height was determined by GEOID03.
 TF0995
 TF0995.The dynamic height is computed by dividing the NAVD 88
 TF0995.geopotential number by the normal gravity value computed on the
 TF0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0995.degrees latitude (g = 980.6199 gals.).
 TF0995
 TF0995.The modeled gravity was interpolated from observed gravity values.
 TF0995
 TF0995;                    North         East    Units  Estimated Accuracy
 TF0995;SPC ND N     -   138,050.      553,680.      MT  (+/- 180 meters Scaled)
 TF0995
 TF0995                          SUPERSEDED SURVEY CONTROL
 TF0995
 TF0995  NGVD 29 (??/??/92)  492.634  (m)         1616.25   (f) ADJ UNCH    1 2
 TF0995
 TF0995.Superseded values are not recommended for survey control.
 TF0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0995.See file dsdata.txt to determine how the superseded data were derived.
 TF0995
 TF0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU423451(NAD 83)
 TF0995_MARKER: DB = BENCH MARK DISK
 TF0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0995_STAMPING: A 334 1935
 TF0995_MARK LOGO: CGS   
 TF0995_PROJECTION: FLUSH
 TF0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0995+STABILITY: SURFACE MOTION
 TF0995
 TF0995  HISTORY     - Date     Condition        Report By
 TF0995  HISTORY     - 1935     MONUMENTED       CGS
 TF0995  HISTORY     - 1962     GOOD             NGS
 TF0995  HISTORY     - 1980     GOOD             LOCSUR
 TF0995  HISTORY     - 1982     GOOD             NGS
 TF0995
 TF0995                          STATION DESCRIPTION
 TF0995
 TF0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0995'1.0 MI E FROM SURREY.
 TF0995'1.0 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0995'SURREY, ABOUT 99 YARDS NORTH OF THE CENTER OF THE CROSSING OF A GRADED
 TF0995'ROAD AT MILEPOST 195, 63 FEET NORTHEAST OF THE CENTER OF A ROAD
 TF0995'INTERSECTION, 52 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 TF0995'NORTH, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 77.5
 TF0995'FEET NORTHWEST AND ACROSS THE ROAD LEADING EAST FROM THE NORTHWEST
 TF0995'CORNER OF A STEEL FENCE AROUND A POWER SUB-STATION, 1.3 FEET SOUTH OF
 TF0995'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING EAST, AND SET
 TF0995'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TF0995
 TF0995                          STATION RECOVERY (1980)
 TF0995
 TF0995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF0995'RECOVERED IN GOOD CONDITION.
 TF0995
 TF0995                          STATION RECOVERY (1982)
 TF0995
 TF0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0995'RECOVERED THIS DATE.  NOTE, 1.0 KM (0.65 MI) EAST ALONG U.S. HIGHWAY
 TF0995'2 FROM THE JUNCTION OF COUNTY ROAD 12 NORTH IN SURREY, THENCE 0.24 KM
 TF0995'(0.15 MI) NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1181 ***********************************************************************
 TF1181  DESIGNATION -  A 336
 TF1181  PID         -  TF1181
 TF1181  STATE/COUNTY-  ND/WARD
 TF1181  USGS QUAD   -  CARPIO NE (1979)
 TF1181
 TF1181                         *CURRENT SURVEY CONTROL
 TF1181  ___________________________________________________________________
 TF1181* NAD 83(1986)-  48 25 45.     (N)    101 32 29.     (W)     SCALED    
 TF1181* NAVD 88     -       486.131  (meters)    1594.91   (feet)  ADJUSTED  
 TF1181  ___________________________________________________________________
 TF1181  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1181  DYNAMIC HT  -         486.222 (meters)    1595.21  (feet)  COMP
 TF1181  MODELED GRAV-     980,781.7   (mgal)                       NAVD 88
 TF1181
 TF1181  VERT ORDER  -  SECOND    CLASS 0
 TF1181
 TF1181.The horizontal coordinates were scaled from a topographic map and have
 TF1181.an estimated accuracy of +/- 6 seconds.
 TF1181
 TF1181.The orthometric height was determined by differential leveling
 TF1181.and adjusted by the National Geodetic Survey in June 1991..
 TF1181
 TF1181.The geoid height was determined by GEOID03.
 TF1181
 TF1181.The dynamic height is computed by dividing the NAVD 88
 TF1181.geopotential number by the normal gravity value computed on the
 TF1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1181.degrees latitude (g = 980.6199 gals.).
 TF1181
 TF1181.The modeled gravity was interpolated from observed gravity values.
 TF1181
 TF1181;                    North         East    Units  Estimated Accuracy
 TF1181;SPC ND N     -   159,420.      522,940.      MT  (+/- 180 meters Scaled)
 TF1181
 TF1181                          SUPERSEDED SURVEY CONTROL
 TF1181
 TF1181  NGVD 29 (??/??/92)  485.746  (m)         1593.65   (f) ADJ UNCH    2 0
 TF1181
 TF1181.Superseded values are not recommended for survey control.
 TF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1181.See file dsdata.txt to determine how the superseded data were derived.
 TF1181
 TF1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU120671(NAD 83)
 TF1181_MARKER: DB = BENCH MARK DISK
 TF1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1181_STAMPING: A 336 1935
 TF1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1181+STABILITY: SURFACE MOTION
 TF1181
 TF1181  HISTORY     - Date     Condition        Report By
 TF1181  HISTORY     - 1935     MONUMENTED       CGS
 TF1181
 TF1181                          STATION DESCRIPTION
 TF1181
 TF1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1181'3.5 MI E FROM FOXHOLM.
 TF1181'3.5 MILES EAST ALONG A TOWNSHIP ROAD FROM THE SOO LINE RAILROAD
 TF1181'STATION (FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TF1181'RAILROAD) AT FOXHOLM, WARD COUNTY, 4.7 MILES NORTHWEST ALONG A ROAD
 TF1181'PARALLELING THE WEST BANK OF SOURIS RIVER.  OPPOSITE A DRIVE LEADING
 TF1181'TO A FARMHOUSE, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT
 TF1181'3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 336 1935 AND
 TF1181'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0222 ***********************************************************************
 TG0222  DESIGNATION -  A 338 RESET
 TG0222  PID         -  TG0222
 TG0222  STATE/COUNTY-  ND/BURKE
 TG0222  USGS QUAD   -  FLAXTON (1947)
 TG0222
 TG0222                         *CURRENT SURVEY CONTROL
 TG0222  ___________________________________________________________________
 TG0222* NAD 83(1986)-  48 53 38.     (N)    102 23 16.     (W)     SCALED    
 TG0222* NAVD 88     -       586.236  (meters)    1923.34   (feet)  ADJUSTED  
 TG0222  ___________________________________________________________________
 TG0222  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TG0222  DYNAMIC HT  -         586.365 (meters)    1923.77  (feet)  COMP
 TG0222  MODELED GRAV-     980,810.6   (mgal)                       NAVD 88
 TG0222
 TG0222  VERT ORDER  -  FIRST     CLASS II
 TG0222
 TG0222.The horizontal coordinates were scaled from a topographic map and have
 TG0222.an estimated accuracy of +/- 6 seconds.
 TG0222
 TG0222.The orthometric height was determined by differential leveling
 TG0222.and adjusted by the National Geodetic Survey in June 1991..
 TG0222.WARNING-Repeat measurements at this control monument indicate possible
 TG0222.vertical movement.
 TG0222
 TG0222.The geoid height was determined by GEOID03.
 TG0222
 TG0222.The dynamic height is computed by dividing the NAVD 88
 TG0222.geopotential number by the normal gravity value computed on the
 TG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0222.degrees latitude (g = 980.6199 gals.).
 TG0222
 TG0222.The modeled gravity was interpolated from observed gravity values.
 TG0222
 TG0222;                    North         East    Units  Estimated Accuracy
 TG0222;SPC ND N     -   212,270.      461,580.      MT  (+/- 180 meters Scaled)
 TG0222
 TG0222                          SUPERSEDED SURVEY CONTROL
 TG0222
 TG0222  NGVD 29 (??/??/92)  585.812  (m)         1921.95   (f) ADJ UNCH    1 2
 TG0222
 TG0222.Superseded values are not recommended for survey control.
 TG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0222.See file dsdata.txt to determine how the superseded data were derived.
 TG0222
 TG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ914189(NAD 83)
 TG0222_MARKER: DB = BENCH MARK DISK
 TG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0222_STAMPING: A 338 RESET 1953
 TG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0222+STABILITY: SURFACE MOTION
 TG0222
 TG0222  HISTORY     - Date     Condition        Report By
 TG0222  HISTORY     - 1953     MONUMENTED       CGS
 TG0222  HISTORY     - 1963     GOOD             NGS
 TG0222
 TG0222                          STATION DESCRIPTION
 TG0222
 TG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0222'0.45 MI SE FROM FLAXTON.
 TG0222'ABOUT 0.45 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0222'AT FLAXTON, IN SECTION 5, T 162 N, R 90 W, 275 FEET EAST-SOUTHEAST THE
 TG0222'MAIN TRACK, 75 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 52, 131 FEET
 TG0222'EAST OF THE FIRST POLE SOUTHEAST OF MILE POST 540, 47 FEET WEST OF A
 TG0222'POWER POLE, 0.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 TG0222'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 6
 TG0222'INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1426 ***********************************************************************
 TF1426  DESIGNATION -  A 339 RESET
 TF1426  PID         -  TF1426
 TF1426  STATE/COUNTY-  ND/RENVILLE
 TF1426  USGS QUAD   -  MOHALL (1980)
 TF1426
 TF1426                         *CURRENT SURVEY CONTROL
 TF1426  ___________________________________________________________________
 TF1426* NAD 83(1986)-  48 45 48.     (N)    101 34 48.     (W)     SCALED    
 TF1426* NAVD 88     -       505.080  (meters)    1657.08   (feet)  ADJUSTED  
 TF1426  ___________________________________________________________________
 TF1426  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 TF1426  DYNAMIC HT  -         505.188 (meters)    1657.44  (feet)  COMP
 TF1426  MODELED GRAV-     980,807.0   (mgal)                       NAVD 88
 TF1426
 TF1426  VERT ORDER  -  SECOND    CLASS 0
 TF1426
 TF1426.The horizontal coordinates were scaled from a topographic map and have
 TF1426.an estimated accuracy of +/- 6 seconds.
 TF1426
 TF1426.The orthometric height was determined by differential leveling
 TF1426.and adjusted by the National Geodetic Survey in June 1991..
 TF1426
 TF1426.The geoid height was determined by GEOID03.
 TF1426
 TF1426.The dynamic height is computed by dividing the NAVD 88
 TF1426.geopotential number by the normal gravity value computed on the
 TF1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1426.degrees latitude (g = 980.6199 gals.).
 TF1426
 TF1426.The modeled gravity was interpolated from observed gravity values.
 TF1426
 TF1426;                    North         East    Units  Estimated Accuracy
 TF1426;SPC ND N     -   196,620.      520,600.      MT  (+/- 180 meters Scaled)
 TF1426
 TF1426                          SUPERSEDED SURVEY CONTROL
 TF1426
 TF1426  NGVD 29 (??/??/92)  504.707  (m)         1655.86   (f) ADJ UNCH    2 0
 TF1426
 TF1426.Superseded values are not recommended for survey control.
 TF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1426.See file dsdata.txt to determine how the superseded data were derived.
 TF1426
 TF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV104043(NAD 83)
 TF1426_MARKER: DB = BENCH MARK DISK
 TF1426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1426_SP_SET: CULVERT
 TF1426_STAMPING: A 339 RESET 1951
 TF1426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1426
 TF1426  HISTORY     - Date     Condition        Report By
 TF1426  HISTORY     - 1951     MONUMENTED       CGS
 TF1426  HISTORY     - 1963     GOOD             NGS
 TF1426
 TF1426                          STATION DESCRIPTION
 TF1426
 TF1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1426'3.15 MI W FROM MOHALL.
 TF1426'ABOUT 3.15 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1426'MOHALL, IN SECTION 16, T 161 N, R 84 W, 33 FEET NORTH OF THE CENTER
 TF1426'LINE OF THE HIGHWAY, SET IN THE TOP CENTER OF THE NORTH HEADWALL OF A
 TF1426'CONCRETE BOX CULVERT AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0498 ***********************************************************************
 RP0498  DESIGNATION -  A 34
 RP0498  PID         -  RP0498
 RP0498  STATE/COUNTY-  ND/SARGENT
 RP0498  USGS QUAD   -  CAYUGA (1958)
 RP0498
 RP0498                         *CURRENT SURVEY CONTROL
 RP0498  ___________________________________________________________________
 RP0498* NAD 83(1986)-  46 04 07.     (N)    097 26 22.     (W)     SCALED    
 RP0498* NAVD 88     -       358.834  (meters)    1177.27   (feet)  ADJUSTED  
 RP0498  ___________________________________________________________________
 RP0498  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 RP0498  DYNAMIC HT  -         358.829 (meters)    1177.26  (feet)  COMP
 RP0498  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 RP0498
 RP0498  VERT ORDER  -  SECOND    CLASS 0
 RP0498
 RP0498.The horizontal coordinates were scaled from a topographic map and have
 RP0498.an estimated accuracy of +/- 6 seconds.
 RP0498
 RP0498.The orthometric height was determined by differential leveling
 RP0498.and adjusted by the National Geodetic Survey in June 1991..
 RP0498
 RP0498.The geoid height was determined by GEOID03.
 RP0498
 RP0498.The dynamic height is computed by dividing the NAVD 88
 RP0498.geopotential number by the normal gravity value computed on the
 RP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0498.degrees latitude (g = 980.6199 gals.).
 RP0498
 RP0498.The modeled gravity was interpolated from observed gravity values.
 RP0498
 RP0498;                    North         East    Units  Estimated Accuracy
 RP0498;SPC ND S     -    49,290.      836,730.      MT  (+/- 180 meters Scaled)
 RP0498
 RP0498                          SUPERSEDED SURVEY CONTROL
 RP0498
 RP0498  NGVD 29 (??/??/92)  358.563  (m)         1176.39   (f) ADJ UNCH    2 0
 RP0498
 RP0498.Superseded values are not recommended for survey control.
 RP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0498.See file dsdata.txt to determine how the superseded data were derived.
 RP0498
 RP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS206028(NAD 83)
 RP0498_MARKER: DB = BENCH MARK DISK
 RP0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0498_STAMPING: A-34 1934
 RP0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0498+STABILITY: SURFACE MOTION
 RP0498
 RP0498  HISTORY     - Date     Condition        Report By
 RP0498  HISTORY     - 1934     MONUMENTED       CGS
 RP0498
 RP0498                          STATION DESCRIPTION
 RP0498
 RP0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0498'3.4 MI E FROM RUTLAND.
 RP0498'3.4 MILES EAST OF DEPOT AT.  ALONG THE GREAT NORTHERN RAILROAD, 10
 RP0498'POLES WEST OF MILEPOLE NO. 51.  AT PRIVATE ROAD CROSSING, 50 FEET WEST
 RP0498'OF CENTERLINE OF THE CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE
 RP0498'TRACK AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0492 ***********************************************************************
 TF0492  DESIGNATION -  A 340 RESET
 TF0492  PID         -  TF0492
 TF0492  STATE/COUNTY-  ND/BOTTINEAU
 TF0492  USGS QUAD   -  LANDA SE (1954)
 TF0492
 TF0492                         *CURRENT SURVEY CONTROL
 TF0492  ___________________________________________________________________
 TF0492* NAD 83(1986)-  48 49 16.     (N)    100 47 51.     (W)     SCALED    
 TF0492* NAVD 88     -       454.80   (+/-2cm)    1492.1    (feet)  VERTCON   
 TF0492  ___________________________________________________________________
 TF0492  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TF0492
 TF0492  VERT ORDER  -  THIRD (See Below)
 TF0492
 TF0492.The horizontal coordinates were scaled from a topographic map and have
 TF0492.an estimated accuracy of +/- 6 seconds.
 TF0492
 TF0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0492.The vertical order pertains to the NGVD 29 superseded value.
 TF0492
 TF0492.The geoid height was determined by GEOID03.
 TF0492
 TF0492;                    North         East    Units  Estimated Accuracy
 TF0492;SPC ND N     -   202,530.      578,150.      MT  (+/- 180 meters Scaled)
 TF0492
 TF0492                          SUPERSEDED SURVEY CONTROL
 TF0492
 TF0492  NGVD 29 (11/04/04)  454.44   (m)         1490.9    (f) RESET       3  
 TF0492
 TF0492.Superseded values are not recommended for survey control.
 TF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0492.See file dsdata.txt to determine how the superseded data were derived.
 TF0492
 TF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV680091(NAD 83)
 TF0492_MARKER: DB = BENCH MARK DISK
 TF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0492_STAMPING: A 340 RESET 1952
 TF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0492+STABILITY: SURFACE MOTION
 TF0492
 TF0492  HISTORY     - Date     Condition        Report By
 TF0492  HISTORY     - 1952     MONUMENTED       NDHD
 TF0492
 TF0492                          STATION DESCRIPTION
 TF0492
 TF0492'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TF0492'16.6 MI W FROM BOTTINEAU.
 TF0492'16.6 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0492'BOTTINEAU, BOTTINEAU COUNTY, AT THE CROSSING OF A ROAD LEADING TO
 TF0492'ROTH, 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 100 FEET WEST
 TF0492'OF THE CENTERLINE OF THE ROAD, NEAR A WHITE WOODEN WITNESS POST, AND 1
 TF0492'FOOT LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED A 340 RESET
 TF0492'1952 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0729 ***********************************************************************
 TF0729  DESIGNATION -  A 342 RESET
 TF0729  PID         -  TF0729
 TF0729  STATE/COUNTY-  ND/BOTTINEAU
 TF0729  USGS QUAD   -  ANTLER (1971)
 TF0729
 TF0729                         *CURRENT SURVEY CONTROL
 TF0729  ___________________________________________________________________
 TF0729* NAD 83(1986)-  48 56 12.     (N)    101 18 02.     (W)     SCALED    
 TF0729* NAVD 88     -       469.199  (meters)    1539.36   (feet)  ADJUSTED  
 TF0729  ___________________________________________________________________
 TF0729  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0729  DYNAMIC HT  -         469.312 (meters)    1539.73  (feet)  COMP
 TF0729  MODELED GRAV-     980,835.8   (mgal)                       NAVD 88
 TF0729
 TF0729  VERT ORDER  -  SECOND    CLASS 0
 TF0729
 TF0729.The horizontal coordinates were scaled from a topographic map and have
 TF0729.an estimated accuracy of +/- 6 seconds.
 TF0729
 TF0729.The orthometric height was determined by differential leveling
 TF0729.and adjusted by the National Geodetic Survey in June 1991..
 TF0729
 TF0729.The geoid height was determined by GEOID03.
 TF0729
 TF0729.The dynamic height is computed by dividing the NAVD 88
 TF0729.geopotential number by the normal gravity value computed on the
 TF0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0729.degrees latitude (g = 980.6199 gals.).
 TF0729
 TF0729.The modeled gravity was interpolated from observed gravity values.
 TF0729
 TF0729;                    North         East    Units  Estimated Accuracy
 TF0729;SPC ND N     -   215,640.      541,350.      MT  (+/- 180 meters Scaled)
 TF0729
 TF0729                          SUPERSEDED SURVEY CONTROL
 TF0729
 TF0729  NGVD 29 (??/??/92)  468.857  (m)         1538.24   (f) ADJ UNCH    2 0
 TF0729
 TF0729.Superseded values are not recommended for survey control.
 TF0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0729.See file dsdata.txt to determine how the superseded data were derived.
 TF0729
 TF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV315229(NAD 83)
 TF0729_MARKER: DB = BENCH MARK DISK
 TF0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0729_STAMPING: A 342 RESET 1963
 TF0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0729+STABILITY: SURFACE MOTION
 TF0729
 TF0729  HISTORY     - Date     Condition        Report By
 TF0729  HISTORY     - 1963     MONUMENTED       CGS
 TF0729
 TF0729                          STATION DESCRIPTION
 TF0729
 TF0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0729'3.05 MI S FROM ANTLER.
 TF0729'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0729'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0729'THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 39, AT A ROAD INTERSECTION,
 TF0729'IN SECTION 16, T 163 N, R 82 W, 110 FEET WEST OF THE CENTER LINE OF
 TF0729'THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1
 TF0729'1/2 FEET NORTH OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST,
 TF0729'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TF0729'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0217 ***********************************************************************
 TG0217  DESIGNATION -  A 343
 TG0217  PID         -  TG0217
 TG0217  STATE/COUNTY-  ND/BURKE
 TG0217  USGS QUAD   -  NORTHGATE (1949)
 TG0217
 TG0217                         *CURRENT SURVEY CONTROL
 TG0217  ___________________________________________________________________
 TG0217* NAD 83(1986)-  48 59 32.     (N)    102 15 43.     (W)     SCALED    
 TG0217* NAVD 88     -       565.512  (meters)    1855.35   (feet)  ADJUSTED  
 TG0217  ___________________________________________________________________
 TG0217  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 TG0217  DYNAMIC HT  -         565.639 (meters)    1855.77  (feet)  COMP
 TG0217  MODELED GRAV-     980,816.7   (mgal)                       NAVD 88
 TG0217
 TG0217  VERT ORDER  -  SECOND    CLASS 0
 TG0217
 TG0217.The horizontal coordinates were scaled from a topographic map and have
 TG0217.an estimated accuracy of +/- 6 seconds.
 TG0217
 TG0217.The orthometric height was determined by differential leveling
 TG0217.and adjusted by the National Geodetic Survey in June 1991..
 TG0217
 TG0217.The geoid height was determined by GEOID03.
 TG0217
 TG0217.The dynamic height is computed by dividing the NAVD 88
 TG0217.geopotential number by the normal gravity value computed on the
 TG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0217.degrees latitude (g = 980.6199 gals.).
 TG0217
 TG0217.The modeled gravity was interpolated from observed gravity values.
 TG0217
 TG0217;                    North         East    Units  Estimated Accuracy
 TG0217;SPC ND N     -   222,990.      471,060.      MT  (+/- 180 meters Scaled)
 TG0217
 TG0217                          SUPERSEDED SURVEY CONTROL
 TG0217
 TG0217  NGVD 29 (??/??/92)  565.125  (m)         1854.08   (f) ADJ UNCH    2 0
 TG0217
 TG0217.Superseded values are not recommended for survey control.
 TG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0217.See file dsdata.txt to determine how the superseded data were derived.
 TG0217
 TG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ002302(NAD 83)
 TG0217_MARKER: DB = BENCH MARK DISK
 TG0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0217_SP_SET: CONCRETE BLOCK
 TG0217_STAMPING: A 343 1935
 TG0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0217
 TG0217  HISTORY     - Date     Condition        Report By
 TG0217  HISTORY     - 1935     MONUMENTED       CGS
 TG0217  HISTORY     - 1963     GOOD             NGS
 TG0217
 TG0217                          STATION DESCRIPTION
 TG0217
 TG0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0217'IN NORTHGATE.
 TG0217'AT NORTHGATE ON THE GREAT NORTHERN RAILWAY, IN SECTION 5, T 164 N, R
 TG0217'89 W, SET IN THE TOP OF A 2 FEET BY 8 FEET CONCRETE BLOCK, AT THE
 TG0217'NORTH EDGE OF AN ABANDONED CISTERN, 25 FEET WEST OF THE WEST RAIL OF
 TG0217'THE MAIN TRACK, 256 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION,
 TG0217'105 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH PARALLELS
 TG0217'THE TRACK, 2.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG0217'THE TRACK AND PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0668 ***********************************************************************
 TF0668  DESIGNATION -  A 344
 TF0668  PID         -  TF0668
 TF0668  STATE/COUNTY-  ND/BOTTINEAU
 TF0668  USGS QUAD   -  ANTLER SW (1980)
 TF0668
 TF0668                         *CURRENT SURVEY CONTROL
 TF0668  ___________________________________________________________________
 TF0668* NAD 83(1986)-  48 51 52.     (N)    101 23 15.     (W)     SCALED    
 TF0668* NAVD 88     -       484.255  (meters)    1588.76   (feet)  ADJUSTED  
 TF0668  ___________________________________________________________________
 TF0668  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0668  DYNAMIC HT  -         484.366 (meters)    1589.12  (feet)  COMP
 TF0668  MODELED GRAV-     980,824.3   (mgal)                       NAVD 88
 TF0668
 TF0668  VERT ORDER  -  SECOND    CLASS 0
 TF0668
 TF0668.The horizontal coordinates were scaled from a topographic map and have
 TF0668.an estimated accuracy of +/- 6 seconds.
 TF0668
 TF0668.The orthometric height was determined by differential leveling
 TF0668.and adjusted by the National Geodetic Survey in June 1991..
 TF0668
 TF0668.The geoid height was determined by GEOID03.
 TF0668
 TF0668.The dynamic height is computed by dividing the NAVD 88
 TF0668.geopotential number by the normal gravity value computed on the
 TF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0668.degrees latitude (g = 980.6199 gals.).
 TF0668
 TF0668.The modeled gravity was interpolated from observed gravity values.
 TF0668
 TF0668;                    North         East    Units  Estimated Accuracy
 TF0668;SPC ND N     -   207,680.      534,880.      MT  (+/- 180 meters Scaled)
 TF0668
 TF0668                          SUPERSEDED SURVEY CONTROL
 TF0668
 TF0668  NGVD 29 (??/??/92)  483.901  (m)         1587.60   (f) ADJ UNCH    2 0
 TF0668
 TF0668.Superseded values are not recommended for survey control.
 TF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0668.See file dsdata.txt to determine how the superseded data were derived.
 TF0668
 TF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV249151(NAD 83)
 TF0668_MARKER: DB = BENCH MARK DISK
 TF0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0668_STAMPING: A 344 1935
 TF0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0668+STABILITY: SURFACE MOTION
 TF0668
 TF0668  HISTORY     - Date     Condition        Report By
 TF0668  HISTORY     - 1935     MONUMENTED       CGS
 TF0668  HISTORY     - 1963     GOOD             NGS
 TF0668
 TF0668                          STATION DESCRIPTION
 TF0668
 TF0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0668'12.05 MI SW FROM ANTLER.
 TF0668'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0668'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0668'THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 4.0 MILES WEST
 TF0668'ALONG A GRAVELED ROAD, OR 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM
 TF0668'THE POST OFFICE AT MOHALL, THENCE 7.0 MILES NORTH ALONG A GRAVELED
 TF0668'ROAD, THENCE 2.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 14, T 162
 TF0668'N, R 83 W, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST
 TF0668'OF THE CENTER LINE OF A TRAIL ROAD, 4 1/2 FEET NORTH OF A CORNER FENCE
 TF0668'POST, 0.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF0668'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0571 ***********************************************************************
 TF0571  DESIGNATION -  A 345
 TF0571  PID         -  TF0571
 TF0571  STATE/COUNTY-  ND/BOTTINEAU
 TF0571  USGS QUAD   -  SOURIS (1954)
 TF0571
 TF0571                         *CURRENT SURVEY CONTROL
 TF0571  ___________________________________________________________________
 TF0571* NAD 83(1986)-  48 59 58.     (N)    100 41 13.     (W)     SCALED    
 TF0571* NAVD 88     -       471.209  (meters)    1545.96   (feet)  ADJUSTED  
 TF0571  ___________________________________________________________________
 TF0571  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF0571  DYNAMIC HT  -         471.322 (meters)    1546.33  (feet)  COMP
 TF0571  MODELED GRAV-     980,836.8   (mgal)                       NAVD 88
 TF0571
 TF0571  VERT ORDER  -  SECOND    CLASS 0
 TF0571
 TF0571.The horizontal coordinates were scaled from a topographic map and have
 TF0571.an estimated accuracy of +/- 6 seconds.
 TF0571
 TF0571.The orthometric height was determined by differential leveling
 TF0571.and adjusted by the National Geodetic Survey in June 1991..
 TF0571
 TF0571.The geoid height was determined by GEOID03.
 TF0571
 TF0571.The dynamic height is computed by dividing the NAVD 88
 TF0571.geopotential number by the normal gravity value computed on the
 TF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0571.degrees latitude (g = 980.6199 gals.).
 TF0571
 TF0571.The modeled gravity was interpolated from observed gravity values.
 TF0571
 TF0571;                    North         East    Units  Estimated Accuracy
 TF0571;SPC ND N     -   222,330.      586,320.      MT  (+/- 180 meters Scaled)
 TF0571
 TF0571                          SUPERSEDED SURVEY CONTROL
 TF0571
 TF0571  NGVD 29 (??/??/92)  470.843  (m)         1544.76   (f) ADJ UNCH    2 0
 TF0571
 TF0571.Superseded values are not recommended for survey control.
 TF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0571.See file dsdata.txt to determine how the superseded data were derived.
 TF0571
 TF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV766287(NAD 83)
 TF0571_MARKER: DB = BENCH MARK DISK
 TF0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0571_STAMPING: A 345 1935
 TF0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0571+STABILITY: SURFACE MOTION
 TF0571
 TF0571  HISTORY     - Date     Condition        Report By
 TF0571  HISTORY     - 1935     MONUMENTED       CGS
 TF0571
 TF0571                          STATION DESCRIPTION
 TF0571
 TF0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0571'6.3 MI N FROM SOURIS.
 TF0571'6.3 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE
 TF0571'GREAT NORTHERN RAILWAY AT SOURIS, BOTTINEAU COUNTY, AT THE UNITED
 TF0571'STATES-CANADIAN BOUNDARY, 45 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TF0571'AND 10 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 345
 TF0571'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0566 ***********************************************************************
 TF0566  DESIGNATION -  A 346
 TF0566  PID         -  TF0566
 TF0566  STATE/COUNTY-  ND/BOTTINEAU
 TF0566  USGS QUAD   -  ROTH (1954)
 TF0566
 TF0566                         *CURRENT SURVEY CONTROL
 TF0566  ___________________________________________________________________
 TF0566* NAD 83(1986)-  48 59 58.     (N)    100 47 51.     (W)     SCALED    
 TF0566* NAVD 88     -       465.258  (meters)    1526.43   (feet)  ADJUSTED  
 TF0566  ___________________________________________________________________
 TF0566  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF0566  DYNAMIC HT  -         465.372 (meters)    1526.81  (feet)  COMP
 TF0566  MODELED GRAV-     980,840.7   (mgal)                       NAVD 88
 TF0566
 TF0566  VERT ORDER  -  SECOND    CLASS 0
 TF0566
 TF0566.The horizontal coordinates were scaled from a topographic map and have
 TF0566.an estimated accuracy of +/- 6 seconds.
 TF0566
 TF0566.The orthometric height was determined by differential leveling
 TF0566.and adjusted by the National Geodetic Survey in June 1991..
 TF0566
 TF0566.The geoid height was determined by GEOID03.
 TF0566
 TF0566.The dynamic height is computed by dividing the NAVD 88
 TF0566.geopotential number by the normal gravity value computed on the
 TF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0566.degrees latitude (g = 980.6199 gals.).
 TF0566
 TF0566.The modeled gravity was interpolated from observed gravity values.
 TF0566
 TF0566;                    North         East    Units  Estimated Accuracy
 TF0566;SPC ND N     -   222,360.      578,230.      MT  (+/- 180 meters Scaled)
 TF0566
 TF0566                          SUPERSEDED SURVEY CONTROL
 TF0566
 TF0566  NGVD 29 (??/??/92)  464.896  (m)         1525.25   (f) ADJ UNCH    2 0
 TF0566
 TF0566.Superseded values are not recommended for survey control.
 TF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0566.See file dsdata.txt to determine how the superseded data were derived.
 TF0566
 TF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV685289(NAD 83)
 TF0566_MARKER: DB = BENCH MARK DISK
 TF0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0566_STAMPING: A 346 1935
 TF0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0566+STABILITY: SURFACE MOTION
 TF0566
 TF0566  HISTORY     - Date     Condition        Report By
 TF0566  HISTORY     - 1935     MONUMENTED       CGS
 TF0566
 TF0566                          STATION DESCRIPTION
 TF0566
 TF0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0566'0.3 MI E FROM ROTH.
 TF0566'0.3 MILE EAST ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE GREAT
 TF0566'NORTHERN RAILWAY AT ROTH, BOTTINEAU COUNTY, 6.3 MILES NORTH ALONG
 TF0566'ANOTHER SECTION-LINE ROAD.  AT THE UNITED STATES-CANADIAN BOUNDARY
 TF0566'LINE, 52 FEET WEST OF THE CENTERLINE OF THE ROAD, 12 FEET WEST OF A
 TF0566'FENCE CORNER, AND SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK,
 TF0566'STAMPED A 346 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0562 ***********************************************************************
 TF0562  DESIGNATION -  A 347 RESET
 TF0562  PID         -  TF0562
 TF0562  STATE/COUNTY-  ND/BOTTINEAU
 TF0562  USGS QUAD   -  SOURIS SE (1954)
 TF0562
 TF0562                         *CURRENT SURVEY CONTROL
 TF0562  ___________________________________________________________________
 TF0562* NAD 83(1986)-  48 49 14.     (N)    100 32 02.     (W)     SCALED    
 TF0562* NAVD 88     -       472.01   (+/-2cm)    1548.6    (feet)  VERTCON   
 TF0562  ___________________________________________________________________
 TF0562  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0562
 TF0562  VERT ORDER  -  THIRD (See Below)
 TF0562
 TF0562.The horizontal coordinates were scaled from a topographic map and have
 TF0562.an estimated accuracy of +/- 6 seconds.
 TF0562
 TF0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0562.The vertical order pertains to the NGVD 29 superseded value.
 TF0562
 TF0562.The geoid height was determined by GEOID03.
 TF0562
 TF0562;                    North         East    Units  Estimated Accuracy
 TF0562;SPC ND N     -   202,420.      597,510.      MT  (+/- 180 meters Scaled)
 TF0562
 TF0562                          SUPERSEDED SURVEY CONTROL
 TF0562
 TF0562  NGVD 29 (11/04/04)  471.64   (m)         1547.4    (f) RESET       3  
 TF0562
 TF0562.Superseded values are not recommended for survey control.
 TF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0562.See file dsdata.txt to determine how the superseded data were derived.
 TF0562
 TF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV874086(NAD 83)
 TF0562_MARKER: DB = BENCH MARK DISK
 TF0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0562_STAMPING: A 347 RESET 1941
 TF0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0562+STABILITY: SURFACE MOTION
 TF0562
 TF0562  HISTORY     - Date     Condition        Report By
 TF0562  HISTORY     - 1941     MONUMENTED       CGS
 TF0562
 TF0562                          STATION DESCRIPTION
 TF0562
 TF0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 TF0562'10 MI NW FROM GARDENA.
 TF0562'10 MILES NORTHWEST OF GARDENA, BOTTINEAU COUNTY.  THIS BENCH MARK MAY
 TF0562'BE REACHED FROM THE STATION BY GOING 0.8 MILE WEST ALONG THE SOO LINE
 TF0562'RAILROAD, 1.3 MILES NORTH, 0.8 MILE WEST, AND 7.0 MILES NORTH ALONG
 TF0562'SECTION-LINE ROADS.  IT IS 100 FEET SOUTH AND 33 FEET WEST OF THE
 TF0562'SECTION CORNER COMMON TO SECTIONS 28, 29, 32 AND 33, T 162 N, R 63 W.
 TF0562'A STANDARD DISK, STAMPED A 347 RESET 1941 AND SET IN THE TOP OF A
 TF0562'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0235 ***********************************************************************
 TF0235  DESIGNATION -  A 348
 TF0235  PID         -  TF0235
 TF0235  STATE/COUNTY-  ND/MCHENRY
 TF0235  USGS QUAD   -  TOWNER (1980)
 TF0235
 TF0235                         *CURRENT SURVEY CONTROL
 TF0235  ___________________________________________________________________
 TF0235* NAD 83(1986)-  48 21 05.     (N)    100 25 09.     (W)     SCALED    
 TF0235* NAVD 88     -       445.280  (meters)    1460.89   (feet)  ADJUSTED  
 TF0235  ___________________________________________________________________
 TF0235  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0235  DYNAMIC HT  -         445.371 (meters)    1461.19  (feet)  COMP
 TF0235  MODELED GRAV-     980,801.4   (mgal)                       NAVD 88
 TF0235
 TF0235  VERT ORDER  -  SECOND    CLASS 0
 TF0235
 TF0235.The horizontal coordinates were scaled from a topographic map and have
 TF0235.an estimated accuracy of +/- 6 seconds.
 TF0235
 TF0235.The orthometric height was determined by differential leveling
 TF0235.and adjusted by the National Geodetic Survey in June 1991..
 TF0235
 TF0235.The geoid height was determined by GEOID03.
 TF0235
 TF0235.The dynamic height is computed by dividing the NAVD 88
 TF0235.geopotential number by the normal gravity value computed on the
 TF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0235.degrees latitude (g = 980.6199 gals.).
 TF0235
 TF0235.The modeled gravity was interpolated from observed gravity values.
 TF0235
 TF0235;                    North         East    Units  Estimated Accuracy
 TF0235;SPC ND N     -   150,250.      605,990.      MT  (+/- 180 meters Scaled)
 TF0235
 TF0235                          SUPERSEDED SURVEY CONTROL
 TF0235
 TF0235  NGVD 29 (??/??/92)  444.91   (m)         1459.7    (f) COMPUTED    2 0
 TF0235
 TF0235.Superseded values are not recommended for survey control.
 TF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0235.See file dsdata.txt to determine how the superseded data were derived.
 TF0235
 TF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU948563(NAD 83)
 TF0235_MARKER: DB = BENCH MARK DISK
 TF0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0235_SP_SET: ABUTMENT
 TF0235_STAMPING: A-348 1935
 TF0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0235
 TF0235  HISTORY     - Date     Condition        Report By
 TF0235  HISTORY     - 1935     MONUMENTED       CGS
 TF0235
 TF0235                          STATION DESCRIPTION
 TF0235
 TF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0235'0.7 MI NW FROM TOWNER.
 TF0235'0.7 MILES NORTHWEST OF RWY WATER TANK AT ALONG STATE HIWAY NO. 14 AT
 TF0235'125 FOOT STEEL GIRDER BRIDGE OVER SOURIS RIVER.  SET IN SOUTH END OF
 TF0235'THE WEST ABUTMENT, 13 FT SOUTH OF CENTERLINE OF ROAD AND AT ROAD
 TF0235'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0236 ***********************************************************************
 TF0236  DESIGNATION -  A 348 RESET
 TF0236  PID         -  TF0236
 TF0236  STATE/COUNTY-  ND/MCHENRY
 TF0236  USGS QUAD   -  TOWNER (1980)
 TF0236
 TF0236                         *CURRENT SURVEY CONTROL
 TF0236  ___________________________________________________________________
 TF0236* NAD 83(1986)-  48 21 04.     (N)    100 25 14.     (W)     SCALED    
 TF0236* NAVD 88     -       446.102  (meters)    1463.59   (feet)  ADJUSTED  
 TF0236  ___________________________________________________________________
 TF0236  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0236  DYNAMIC HT  -         446.193 (meters)    1463.88  (feet)  COMP
 TF0236  MODELED GRAV-     980,801.4   (mgal)                       NAVD 88
 TF0236
 TF0236  VERT ORDER  -  FIRST     CLASS II
 TF0236
 TF0236.The horizontal coordinates were scaled from a topographic map and have
 TF0236.an estimated accuracy of +/- 6 seconds.
 TF0236
 TF0236.The orthometric height was determined by differential leveling
 TF0236.and adjusted by the National Geodetic Survey in June 1991..
 TF0236
 TF0236.The geoid height was determined by GEOID03.
 TF0236
 TF0236.The dynamic height is computed by dividing the NAVD 88
 TF0236.geopotential number by the normal gravity value computed on the
 TF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0236.degrees latitude (g = 980.6199 gals.).
 TF0236
 TF0236.The modeled gravity was interpolated from observed gravity values.
 TF0236
 TF0236;                    North         East    Units  Estimated Accuracy
 TF0236;SPC ND N     -   150,220.      605,890.      MT  (+/- 180 meters Scaled)
 TF0236
 TF0236                          SUPERSEDED SURVEY CONTROL
 TF0236
 TF0236.No superseded survey control is available for this station.
 TF0236
 TF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU947563(NAD 83)
 TF0236_MARKER: DB = BENCH MARK DISK
 TF0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0236_SP_SET: ABUTMENT
 TF0236_STAMPING: A 348 RESET 1952
 TF0236_MARK LOGO: NDHD  
 TF0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0236
 TF0236  HISTORY     - Date     Condition        Report By
 TF0236  HISTORY     - 1952     MONUMENTED       NDHD
 TF0236  HISTORY     - 1982     GOOD             NGS
 TF0236
 TF0236                          STATION DESCRIPTION
 TF0236
 TF0236'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TF0236'0.7 MI NW FROM TOWNER.
 TF0236'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN
 TF0236'RAILWAY TOWER AT TOWNER, MCHENRY COUNTY, AT THE 205.5-FOOT STEEL
 TF0236'I-BEAM AND CONCRETE BRIDGE OVER SOURIS RIVER, IN THE TOP OF THE SOUTH
 TF0236'END OF THE WEST CONCRETE ABUTMENT, 16.5 FEET SOUTH OF THE CENTERLINE
 TF0236'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE CENTERLINE OF THE ROADWAY. A
 TF0236'STANDARD DISK, STAMPED A 348 RESET 1952.
 TF0236
 TF0236                          STATION RECOVERY (1982)
 TF0236
 TF0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0528 ***********************************************************************
 TF0528  DESIGNATION -  A 349
 TF0528  PID         -  TF0528
 TF0528  STATE/COUNTY-  ND/MCHENRY
 TF0528  USGS QUAD   -  UPHAM SE (1950)
 TF0528
 TF0528                         *CURRENT SURVEY CONTROL
 TF0528  ___________________________________________________________________
 TF0528* NAD 83(1986)-  48 30 06.     (N)    100 33 34.     (W)     SCALED    
 TF0528* NAVD 88     -       446.234  (meters)    1464.02   (feet)  ADJUSTED  
 TF0528  ___________________________________________________________________
 TF0528  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0528  DYNAMIC HT  -         446.329 (meters)    1464.33  (feet)  COMP
 TF0528  MODELED GRAV-     980,810.4   (mgal)                       NAVD 88
 TF0528
 TF0528  VERT ORDER  -  SECOND    CLASS 0
 TF0528
 TF0528.The horizontal coordinates were scaled from a topographic map and have
 TF0528.an estimated accuracy of +/- 6 seconds.
 TF0528
 TF0528.The orthometric height was determined by differential leveling
 TF0528.and adjusted by the National Geodetic Survey in June 1991..
 TF0528
 TF0528.The geoid height was determined by GEOID03.
 TF0528
 TF0528.The dynamic height is computed by dividing the NAVD 88
 TF0528.geopotential number by the normal gravity value computed on the
 TF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0528.degrees latitude (g = 980.6199 gals.).
 TF0528
 TF0528.The modeled gravity was interpolated from observed gravity values.
 TF0528
 TF0528;                    North         East    Units  Estimated Accuracy
 TF0528;SPC ND N     -   166,960.      595,610.      MT  (+/- 180 meters Scaled)
 TF0528
 TF0528                          SUPERSEDED SURVEY CONTROL
 TF0528
 TF0528  NGVD 29 (??/??/92)  445.864  (m)         1462.81   (f) ADJ UNCH    2 0
 TF0528
 TF0528.Superseded values are not recommended for survey control.
 TF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0528.See file dsdata.txt to determine how the superseded data were derived.
 TF0528
 TF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU848732(NAD 83)
 TF0528_MARKER: DB = BENCH MARK DISK
 TF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0528_STAMPING: A 349 1935
 TF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0528+STABILITY: SURFACE MOTION
 TF0528
 TF0528  HISTORY     - Date     Condition        Report By
 TF0528  HISTORY     - 1935     MONUMENTED       CGS
 TF0528
 TF0528                          STATION DESCRIPTION
 TF0528
 TF0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0528'2.3 MI E FROM BANTRY.
 TF0528'2.3 MILES EAST ALONG THE BARTON ROAD FROM THE INTERSECTION OF STATE
 TF0528'HIGHWAY 14 AT BANTRY, MCHENRY COUNTY, AT THE SOUTHEAST CORNER OF
 TF0528'SECTION 14, T 158 N, R 77 W, AT A ROAD INTERSECTION, 24 FEET WEST OF
 TF0528'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 18 FEET NORTH OF THE
 TF0528'CENTERLINE OF THE BARTON ROAD, 3 FEET EAST AND 7 FEET NORTH OF A
 TF0528'RIGHT-OF-WAY FENCE CORNER, 4 FEET NORTH OF AN OLD SIGNPOST, AND 2 FEET
 TF0528'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 349 1935 AND SET IN
 TF0528'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0108 ***********************************************************************
 RQ0108  DESIGNATION -  A 35
 RQ0108  PID         -  RQ0108
 RQ0108  STATE/COUNTY-  ND/DICKEY
 RQ0108  USGS QUAD   -  FULLERTON SE (1955)
 RQ0108
 RQ0108                         *CURRENT SURVEY CONTROL
 RQ0108  ___________________________________________________________________
 RQ0108* NAD 83(1986)-  46 01 21.     (N)    098 16 32.     (W)     SCALED    
 RQ0108* NAVD 88     -       416.549  (meters)    1366.63   (feet)  ADJUSTED  
 RQ0108  ___________________________________________________________________
 RQ0108  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 RQ0108  DYNAMIC HT  -         416.535 (meters)    1366.58  (feet)  COMP
 RQ0108  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 RQ0108
 RQ0108  VERT ORDER  -  SECOND    CLASS 0
 RQ0108
 RQ0108.The horizontal coordinates were scaled from a topographic map and have
 RQ0108.an estimated accuracy of +/- 6 seconds.
 RQ0108
 RQ0108.The orthometric height was determined by differential leveling
 RQ0108.and adjusted by the National Geodetic Survey in June 1991..
 RQ0108
 RQ0108.The geoid height was determined by GEOID03.
 RQ0108
 RQ0108.The dynamic height is computed by dividing the NAVD 88
 RQ0108.geopotential number by the normal gravity value computed on the
 RQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0108.degrees latitude (g = 980.6199 gals.).
 RQ0108
 RQ0108.The modeled gravity was interpolated from observed gravity values.
 RQ0108
 RQ0108;                    North         East    Units  Estimated Accuracy
 RQ0108;SPC ND S     -    41,990.      772,230.      MT  (+/- 180 meters Scaled)
 RQ0108
 RQ0108                          SUPERSEDED SURVEY CONTROL
 RQ0108
 RQ0108  NGVD 29 (??/??/92)  416.209  (m)         1365.51   (f) ADJ UNCH    2 0
 RQ0108
 RQ0108.Superseded values are not recommended for survey control.
 RQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0108.See file dsdata.txt to determine how the superseded data were derived.
 RQ0108
 RQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR560968(NAD 83)
 RQ0108_MARKER: DB = BENCH MARK DISK
 RQ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0108_STAMPING: A 35 1934
 RQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0108+STABILITY: SURFACE MOTION
 RQ0108
 RQ0108  HISTORY     - Date     Condition        Report By
 RQ0108  HISTORY     - 1934     MONUMENTED       CGS
 RQ0108
 RQ0108                          STATION DESCRIPTION
 RQ0108
 RQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0108'2.2 MI W FROM GUELPH.
 RQ0108'2.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RQ0108'GUELPH, DICKEY COUNTY, 7 POLES EAST OF MILEPOST 37, AT THE WEST END OF
 RQ0108'A CUT, 240 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, 27 FEET NORTH OF
 RQ0108'THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A POLE, AND ABOUT 1-1/2
 RQ0108'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 35 1934 AND SET
 RQ0108'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0063 ***********************************************************************
 TH0063  DESIGNATION -  A 354
 TH0063  PID         -  TH0063
 TH0063  STATE/COUNTY-  ND/WILLIAMS
 TH0063  USGS QUAD   -  RED BANK CREEK (1989)
 TH0063
 TH0063                         *CURRENT SURVEY CONTROL
 TH0063  ___________________________________________________________________
 TH0063* NAD 83(1986)-  48 08 15.     (N)    104 02 36.     (W)     SCALED    
 TH0063* NAVD 88     -       684.693  (meters)    2246.36   (feet)  ADJUSTED  
 TH0063  ___________________________________________________________________
 TH0063  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TH0063  DYNAMIC HT  -         684.764 (meters)    2246.60  (feet)  COMP
 TH0063  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 TH0063
 TH0063  VERT ORDER  -  SECOND    CLASS 0
 TH0063
 TH0063.The horizontal coordinates were scaled from a topographic map and have
 TH0063.an estimated accuracy of +/- 6 seconds.
 TH0063
 TH0063.The orthometric height was determined by differential leveling
 TH0063.and adjusted by the National Geodetic Survey in June 1991..
 TH0063
 TH0063.The geoid height was determined by GEOID03.
 TH0063
 TH0063.The dynamic height is computed by dividing the NAVD 88
 TH0063.geopotential number by the normal gravity value computed on the
 TH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0063.degrees latitude (g = 980.6199 gals.).
 TH0063
 TH0063.The modeled gravity was interpolated from observed gravity values.
 TH0063
 TH0063;                    North         East    Units  Estimated Accuracy
 TH0063;SPC ND N     -   132,540.      336,390.      MT  (+/- 180 meters Scaled)
 TH0063
 TH0063                          SUPERSEDED SURVEY CONTROL
 TH0063
 TH0063  NGVD 29 (??/??/92)  684.160  (m)         2244.61   (f) ADJ UNCH    2 0
 TH0063
 TH0063.Superseded values are not recommended for survey control.
 TH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0063.See file dsdata.txt to determine how the superseded data were derived.
 TH0063
 TH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP711320(NAD 83)
 TH0063_MARKER: DB = BENCH MARK DISK
 TH0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0063_STAMPING: A-354 1935
 TH0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0063+STABILITY: SURFACE MOTION
 TH0063
 TH0063  HISTORY     - Date     Condition        Report By
 TH0063  HISTORY     - 1935     MONUMENTED       CGS
 TH0063  HISTORY     - 1967     MARK NOT FOUND   USGS
 TH0063  HISTORY     - 1981     MARK NOT FOUND   NGS
 TH0063
 TH0063                          STATION DESCRIPTION
 TH0063
 TH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0063'8.7 MI E FROM BAINVILLE MT.
 TH0063'8.7 MILES EAST OF DEPOT.  ALONG U.S. HIGHWAY NO. 2, 330 FEET EAST OF
 TH0063'THE MONTANA NORTH DAKOTA BOUNDARY LINE.  SET 39 FEET NORTH OF
 TH0063'CENTERLINE OF THE HIGHWAY.  3 FEET WEST OF CORNER POST OF RIGHT-OF-WAY
 TH0063'FENCE, AND JUNCTION OF FENCE NORTH.  4 1/2 FEET BELOW ROAD LEVEL.
 TH0063'NOTE-- U.S. HWY 2 NEWLY WIDENED AND RESURFACED.
 TH0063
 TH0063                          STATION RECOVERY (1967)
 TH0063
 TH0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TH0063'MARK NOT FOUND.
 TH0063
 TH0063                          STATION RECOVERY (1981)
 TH0063
 TH0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TH0063'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1414 ***********************************************************************
 TG1414  DESIGNATION -  A 355
 TG1414  PID         -  TG1414
 TG1414  STATE/COUNTY-  ND/WILLIAMS
 TG1414  USGS QUAD   -  BONETRAILL SW (1974)
 TG1414
 TG1414                         *CURRENT SURVEY CONTROL
 TG1414  ___________________________________________________________________
 TG1414* NAD 83(1986)-  48 18 49.     (N)    103 54 23.     (W)     SCALED    
 TG1414* NAVD 88     -       728.277  (meters)    2389.36   (feet)  ADJUSTED  
 TG1414  ___________________________________________________________________
 TG1414  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG1414  DYNAMIC HT  -         728.359 (meters)    2389.62  (feet)  COMP
 TG1414  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 TG1414
 TG1414  VERT ORDER  -  SECOND    CLASS 0
 TG1414
 TG1414.The horizontal coordinates were scaled from a topographic map and have
 TG1414.an estimated accuracy of +/- 6 seconds.
 TG1414
 TG1414.The orthometric height was determined by differential leveling
 TG1414.and adjusted by the National Geodetic Survey in June 1991..
 TG1414
 TG1414.The geoid height was determined by GEOID03.
 TG1414
 TG1414.The dynamic height is computed by dividing the NAVD 88
 TG1414.geopotential number by the normal gravity value computed on the
 TG1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1414.degrees latitude (g = 980.6199 gals.).
 TG1414
 TG1414.The modeled gravity was interpolated from observed gravity values.
 TG1414
 TG1414;                    North         East    Units  Estimated Accuracy
 TG1414;SPC ND N     -   151,640.      347,440.      MT  (+/- 180 meters Scaled)
 TG1414
 TG1414                          SUPERSEDED SURVEY CONTROL
 TG1414
 TG1414  NGVD 29 (??/??/92)  727.745  (m)         2387.61   (f) ADJ UNCH    2 0
 TG1414
 TG1414.Superseded values are not recommended for survey control.
 TG1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1414.See file dsdata.txt to determine how the superseded data were derived.
 TG1414
 TG1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP810517(NAD 83)
 TG1414_MARKER: DB = BENCH MARK DISK
 TG1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1414_STAMPING: A-355 1935
 TG1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1414+STABILITY: SURFACE MOTION
 TG1414
 TG1414  HISTORY     - Date     Condition        Report By
 TG1414  HISTORY     - 1935     MONUMENTED       CGS
 TG1414  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1414
 TG1414                          STATION DESCRIPTION
 TG1414
 TG1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1414'28.0 MI NE FROM BAINVILLE, MT.
 TG1414'15.0 MILES EAST, THENCE 6.0 MILES NORTH, THENCE 1.0 MILE WEST, THENCE
 TG1414'6.0 MILES NORTH OF THE DEPOT.  ALONG THE TRENTON-GRENORA ROAD.  AT THE
 TG1414'NORTH EAST CORNER OF SEC. 27, T-156, R-103.  AT EAST-WEST ROAD
 TG1414'CROSSING.  SET 40 FEET SOUTH, THENCE 45 FEET WEST OF CENTERLINE OF THE
 TG1414'CROSSING.  12 FEET WEST OF NORTH-SOUTH LINE OF TELEPHONE POLES. 6 FEET
 TG1414'NORTH WEST OF CAST IRON PIPE SIGN POLE.  AT ROAD LEVEL.
 TG1414
 TG1414                          STATION RECOVERY (1974)
 TG1414
 TG1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1514 ***********************************************************************
 TG1514  DESIGNATION -  A 356
 TG1514  PID         -  TG1514
 TG1514  STATE/COUNTY-  ND/WILLIAMS
 TG1514  USGS QUAD   -  HANKS (1948)
 TG1514
 TG1514                         *CURRENT SURVEY CONTROL
 TG1514  ___________________________________________________________________
 TG1514* NAD 83(1986)-  48 36 11.     (N)    103 48 12.     (W)     SCALED    
 TG1514* NAVD 88     -       644.856  (meters)    2115.67   (feet)  ADJUSTED  
 TG1514  ___________________________________________________________________
 TG1514  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG1514  DYNAMIC HT  -         644.952 (meters)    2115.98  (feet)  COMP
 TG1514  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TG1514
 TG1514  VERT ORDER  -  SECOND    CLASS 0
 TG1514
 TG1514.The horizontal coordinates were scaled from a topographic map and have
 TG1514.an estimated accuracy of +/- 6 seconds.
 TG1514
 TG1514.The orthometric height was determined by differential leveling
 TG1514.and adjusted by the National Geodetic Survey in June 1991..
 TG1514
 TG1514.The geoid height was determined by GEOID03.
 TG1514
 TG1514.The dynamic height is computed by dividing the NAVD 88
 TG1514.geopotential number by the normal gravity value computed on the
 TG1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1514.degrees latitude (g = 980.6199 gals.).
 TG1514
 TG1514.The modeled gravity was interpolated from observed gravity values.
 TG1514
 TG1514;                    North         East    Units  Estimated Accuracy
 TG1514;SPC ND N     -   183,460.      356,460.      MT  (+/- 180 meters Scaled)
 TG1514
 TG1514                          SUPERSEDED SURVEY CONTROL
 TG1514
 TG1514  NGVD 29 (??/??/92)  644.336  (m)         2113.96   (f) ADJ UNCH    2 0
 TG1514
 TG1514.Superseded values are not recommended for survey control.
 TG1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1514.See file dsdata.txt to determine how the superseded data were derived.
 TG1514
 TG1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP882840(NAD 83)
 TG1514_MARKER: DB = BENCH MARK DISK
 TG1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1514_STAMPING: A-356 1935
 TG1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1514+STABILITY: SURFACE MOTION
 TG1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1514+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 TG1514
 TG1514  HISTORY     - Date     Condition        Report By
 TG1514  HISTORY     - 1935     MONUMENTED       CGS
 TG1514  HISTORY     - 1981     GOOD             NGS
 TG1514  HISTORY     - 20041102 GOOD             NDWC
 TG1514
 TG1514                          STATION DESCRIPTION
 TG1514
 TG1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1514'IN HANKS.
 TG1514'ALONG THE GREAT NORTHERN RAILROAD AT REAR OF DEPOT.  SET 15 FT EAST OF
 TG1514'LINE OF EAST END OF DEPOT, 102 FT NORTH OF CENTERLINE OF MAIN TRACK,
 TG1514'150 FT WEST OF CENTERLINE OF MAIN STREET CROSSING, 4 FT EAST OF
 TG1514'TELEGRAPH POLE IN LINE OF POLES, AND AT RAIL LEVEL.
 TG1514
 TG1514                          STATION RECOVERY (1981)
 TG1514
 TG1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1514'RECOVERED IN GOOD CONDITION.
 TG1514
 TG1514                          STATION RECOVERY (2004)
 TG1514
 TG1514'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1376 ***********************************************************************
 TG1376  DESIGNATION -  A 358
 TG1376  PID         -  TG1376
 TG1376  STATE/COUNTY-  ND/WILLIAMS
 TG1376  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1376
 TG1376                         *CURRENT SURVEY CONTROL
 TG1376  ___________________________________________________________________
 TG1376* NAD 83(1986)-  48 17 10.     (N)    103 34 24.     (W)     SCALED    
 TG1376* NAVD 88     -       573.626  (meters)    1881.97   (feet)  ADJUSTED  
 TG1376  ___________________________________________________________________
 TG1376  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1376  DYNAMIC HT  -         573.711 (meters)    1882.25  (feet)  COMP
 TG1376  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TG1376
 TG1376  VERT ORDER  -  FIRST     CLASS II
 TG1376
 TG1376.The horizontal coordinates were scaled from a topographic map and have
 TG1376.an estimated accuracy of +/- 6 seconds.
 TG1376
 TG1376.The orthometric height was determined by differential leveling
 TG1376.and adjusted by the National Geodetic Survey in June 1991..
 TG1376
 TG1376.The geoid height was determined by GEOID03.
 TG1376
 TG1376.The dynamic height is computed by dividing the NAVD 88
 TG1376.geopotential number by the normal gravity value computed on the
 TG1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1376.degrees latitude (g = 980.6199 gals.).
 TG1376
 TG1376.The modeled gravity was interpolated from observed gravity values.
 TG1376
 TG1376;                    North         East    Units  Estimated Accuracy
 TG1376;SPC ND N     -   147,540.      372,000.      MT  (+/- 180 meters Scaled)
 TG1376
 TG1376                          SUPERSEDED SURVEY CONTROL
 TG1376
 TG1376  NGVD 29 (??/??/92)  573.149  (m)         1880.41   (f) ADJ UNCH    1 2
 TG1376
 TG1376.Superseded values are not recommended for survey control.
 TG1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1376.See file dsdata.txt to determine how the superseded data were derived.
 TG1376
 TG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP058490(NAD 83)
 TG1376_MARKER: DB = BENCH MARK DISK
 TG1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1376_SP_SET: CULVERT
 TG1376_STAMPING: A 358 1935
 TG1376_MARK LOGO: CGS   
 TG1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1376
 TG1376  HISTORY     - Date     Condition        Report By
 TG1376  HISTORY     - 1935     MONUMENTED       CGS
 TG1376  HISTORY     - 1953     GOOD             NGS
 TG1376  HISTORY     - 1981     GOOD             NGS
 TG1376
 TG1376                          STATION DESCRIPTION
 TG1376
 TG1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TG1376'9.8 MI N FROM WILLISTON.
 TG1376'9.8 MILES NORTH ALONG U. S. HIGHWAY 85 FROM THE FIRST NATIONAL BANK
 TG1376'BUILDING AT WILLISTON, WILLIAMS COUNTY, 2.4 MILES EAST ALONG U. S.
 TG1376'HIGHWAY 2.  AT A 75-FOOT CONCRETE DECK BRIDGE OVER LITTLE MUDDY CREEK,
 TG1376'IN THE TOP OF THE SOUTH HEADWALL, 3 FEET EAST OF THE WEST END. 12 FEET
 TG1376'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1/2 FOOT HIGHER THAN THE
 TG1376'HIGHWAY.  A STANDARD DISK, STAMPED A 358 1935.
 TG1376
 TG1376                          STATION RECOVERY (1981)
 TG1376
 TG1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1393 ***********************************************************************
 TG1393  DESIGNATION -  A 359
 TG1393  PID         -  TG1393
 TG1393  STATE/COUNTY-  ND/WILLIAMS
 TG1393  USGS QUAD   -  TWIN LAKES (1974)
 TG1393
 TG1393                         *CURRENT SURVEY CONTROL
 TG1393  ___________________________________________________________________
 TG1393* NAD 83(1986)-  48 24 57.     (N)    103 34 52.     (W)     SCALED    
 TG1393* NAVD 88     -       622.173  (meters)    2041.25   (feet)  ADJUSTED  
 TG1393  ___________________________________________________________________
 TG1393  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG1393  DYNAMIC HT  -         622.266 (meters)    2041.55  (feet)  COMP
 TG1393  MODELED GRAV-     980,740.7   (mgal)                       NAVD 88
 TG1393
 TG1393  VERT ORDER  -  SECOND    CLASS 0
 TG1393
 TG1393.The horizontal coordinates were scaled from a topographic map and have
 TG1393.an estimated accuracy of +/- 6 seconds.
 TG1393
 TG1393.The orthometric height was determined by differential leveling
 TG1393.and adjusted by the National Geodetic Survey in June 1991..
 TG1393
 TG1393.The geoid height was determined by GEOID03.
 TG1393
 TG1393.The dynamic height is computed by dividing the NAVD 88
 TG1393.geopotential number by the normal gravity value computed on the
 TG1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1393.degrees latitude (g = 980.6199 gals.).
 TG1393
 TG1393.The modeled gravity was interpolated from observed gravity values.
 TG1393
 TG1393;                    North         East    Units  Estimated Accuracy
 TG1393;SPC ND N     -   161,980.      372,000.      MT  (+/- 180 meters Scaled)
 TG1393
 TG1393                          SUPERSEDED SURVEY CONTROL
 TG1393
 TG1393  NGVD 29 (??/??/92)  621.698  (m)         2039.69   (f) ADJ UNCH    2 0
 TG1393
 TG1393.Superseded values are not recommended for survey control.
 TG1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1393.See file dsdata.txt to determine how the superseded data were derived.
 TG1393
 TG1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP049634(NAD 83)
 TG1393_MARKER: DB = BENCH MARK DISK
 TG1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1393_STAMPING: A 359 1935
 TG1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1393+STABILITY: SURFACE MOTION
 TG1393
 TG1393  HISTORY     - Date     Condition        Report By
 TG1393  HISTORY     - 1935     MONUMENTED       CGS
 TG1393  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1393
 TG1393                          STATION DESCRIPTION
 TG1393
 TG1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1393'11.5 MI S FROM ALAMO.
 TG1393'11.5 MILES SOUTH ALONG THE SPRING BROOK ROAD FROM ALAMO, WILLIAMS
 TG1393'COUNTY, 5.0 MILES WEST ALONG A ROAD.  2.0 MILES EAST OF U. S. HIGHWAY
 TG1393'85, AT THE NORTHEAST CORNER OF SECTION 22, T 157 N, R 100 W, 1.0 MILE
 TG1393'EAST OF A WHITE SCHOOLHOUSE, AT A SMALL ROAD GAP, 30 FEET SOUTH OF THE
 TG1393'CENTERLINE OF THE EAST-AND-WEST ROAD, 23 FEET WEST OF THE CENTERLINE
 TG1393'OF THE GAP, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TG1393'A 359 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MEASUREMENTS
 TG1393'PUT MARK AT EDGE OF WHEAT FIELD.
 TG1393
 TG1393                          STATION RECOVERY (1974)
 TG1393
 TG1393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0327 ***********************************************************************
 RQ0327  DESIGNATION -  A 36 RESET
 RQ0327  PID         -  RQ0327
 RQ0327  STATE/COUNTY-  ND/MCINTOSH
 RQ0327  USGS QUAD   -  COLDWATER LAKE (1982)
 RQ0327
 RQ0327                         *CURRENT SURVEY CONTROL
 RQ0327  ___________________________________________________________________
 RQ0327* NAD 83(1986)-  46 01 38.     (N)    099 05 17.     (W)     SCALED    
 RQ0327* NAVD 88     -       614.72   (+/-2cm)    2016.8    (feet)  VERTCON   
 RQ0327  ___________________________________________________________________
 RQ0327  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 RQ0327
 RQ0327  VERT ORDER  -  THIRD (See Below)
 RQ0327
 RQ0327.The horizontal coordinates were scaled from a topographic map and have
 RQ0327.an estimated accuracy of +/- 6 seconds.
 RQ0327
 RQ0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0327.The vertical order pertains to the NGVD 29 superseded value.
 RQ0327
 RQ0327.The geoid height was determined by GEOID03.
 RQ0327
 RQ0327;                    North         East    Units  Estimated Accuracy
 RQ0327;SPC ND S     -    41,060.      709,320.      MT  (+/- 180 meters Scaled)
 RQ0327
 RQ0327                          SUPERSEDED SURVEY CONTROL
 RQ0327
 RQ0327  NGVD 29 (11/04/04)  614.30   (m)         2015.4    (f) RESET       3  
 RQ0327
 RQ0327.Superseded values are not recommended for survey control.
 RQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0327.See file dsdata.txt to determine how the superseded data were derived.
 RQ0327
 RQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR931970(NAD 83)
 RQ0327_MARKER: DB = BENCH MARK DISK
 RQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0327_STAMPING: A 36 RESET 1954
 RQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0327+STABILITY: SURFACE MOTION
 RQ0327
 RQ0327  HISTORY     - Date     Condition        Report By
 RQ0327  HISTORY     - 1954     MONUMENTED       NDHD
 RQ0327
 RQ0327                          STATION DESCRIPTION
 RQ0327
 RQ0327'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1954
 RQ0327'13.7 MI E FROM ASHLEY.
 RQ0327'13.7 MILES EAST ALONG STATE HIGHWAY 11 FROM ASHLEY, MCINTOSH COUNTY,
 RQ0327'100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50 FEET WEST OF A
 RQ0327'NORTH-AND-SOUTH SECTION LINE, 25 FEET SOUTH OF A POWER-LINE POLE, 47
 RQ0327'FEET EAST OF A WHITE WOODEN WITNESS POST, AND 15 FEET WEST OF A FENCE
 RQ0327'CORNER.  A STANDARD DISK, STAMPED A 36 RESET 1954 AND SET IN THE TOP
 RQ0327'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1084 ***********************************************************************
 TG1084  DESIGNATION -  A 360
 TG1084  PID         -  TG1084
 TG1084  STATE/COUNTY-  ND/DIVIDE
 TG1084  USGS QUAD   -  AMBROSE (1948)
 TG1084
 TG1084                         *CURRENT SURVEY CONTROL
 TG1084  ___________________________________________________________________
 TG1084* NAD 83(1986)-  48 57 29.     (N)    103 25 17.     (W)     SCALED    
 TG1084* NAVD 88     -       621.903  (meters)    2040.36   (feet)  ADJUSTED  
 TG1084  ___________________________________________________________________
 TG1084  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 TG1084  DYNAMIC HT  -         622.031 (meters)    2040.78  (feet)  COMP
 TG1084  MODELED GRAV-     980,796.3   (mgal)                       NAVD 88
 TG1084
 TG1084  VERT ORDER  -  SECOND    CLASS 0
 TG1084
 TG1084.The horizontal coordinates were scaled from a topographic map and have
 TG1084.an estimated accuracy of +/- 6 seconds.
 TG1084
 TG1084.The orthometric height was determined by differential leveling
 TG1084.and adjusted by the National Geodetic Survey in June 1991..
 TG1084
 TG1084.The geoid height was determined by GEOID03.
 TG1084
 TG1084.The dynamic height is computed by dividing the NAVD 88
 TG1084.geopotential number by the normal gravity value computed on the
 TG1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1084.degrees latitude (g = 980.6199 gals.).
 TG1084
 TG1084.The modeled gravity was interpolated from observed gravity values.
 TG1084
 TG1084;                    North         East    Units  Estimated Accuracy
 TG1084;SPC ND N     -   221,770.      386,100.      MT  (+/- 180 meters Scaled)
 TG1084
 TG1084                          SUPERSEDED SURVEY CONTROL
 TG1084
 TG1084  NGVD 29 (??/??/92)  621.429  (m)         2038.81   (f) ADJ UNCH    2 0
 TG1084
 TG1084.Superseded values are not recommended for survey control.
 TG1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1084.See file dsdata.txt to determine how the superseded data were derived.
 TG1084
 TG1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ155239(NAD 83)
 TG1084_MARKER: DB = BENCH MARK DISK
 TG1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1084_STAMPING: A-360 1935
 TG1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1084+STABILITY: SURFACE MOTION
 TG1084
 TG1084  HISTORY     - Date     Condition        Report By
 TG1084  HISTORY     - 1935     MONUMENTED       CGS
 TG1084
 TG1084                          STATION DESCRIPTION
 TG1084
 TG1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1084'9.1 MI NW FROM CROSBY.
 TG1084'ALONG THE FORTUNA ROAD (STATE ROUTE NO. 5) TO A CROSS ROAD 5.7 MILES
 TG1084'WEST OF MAIN STREET AT CROSBY, THENCE NORTH 3.4 MILES TO THE SOO
 TG1084'RAILROAD.  SET IN POST 1 POLE WEST OF MILE POST 588, 49 FEET NORTH OF
 TG1084'THE CENTERLINE OF THE TRACK, 27 FEET EAST OF THE CENTERLINE OF THE
 TG1084'CROSSING, BETWEEN THE POLE AND THE RIGHT-OF-WAY FENCE, AT RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1075 ***********************************************************************
 TG1075  DESIGNATION -  A 361
 TG1075  PID         -  TG1075
 TG1075  STATE/COUNTY-  ND/DIVIDE
 TG1075  USGS QUAD   -  NOONAN (1981)
 TG1075
 TG1075                         *CURRENT SURVEY CONTROL
 TG1075  ___________________________________________________________________
 TG1075* NAD 83(1986)-  48 56 16.     (N)    103 00 20.     (W)     SCALED    
 TG1075* NAVD 88     -       580.255  (meters)    1903.72   (feet)  ADJUSTED  
 TG1075  ___________________________________________________________________
 TG1075  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TG1075  DYNAMIC HT  -         580.386 (meters)    1904.15  (feet)  COMP
 TG1075  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 TG1075
 TG1075  VERT ORDER  -  SECOND    CLASS 0
 TG1075
 TG1075.The horizontal coordinates were scaled from a topographic map and have
 TG1075.an estimated accuracy of +/- 6 seconds.
 TG1075
 TG1075.The orthometric height was determined by differential leveling
 TG1075.and adjusted by the National Geodetic Survey in June 1991..
 TG1075
 TG1075.The geoid height was determined by GEOID03.
 TG1075
 TG1075.The dynamic height is computed by dividing the NAVD 88
 TG1075.geopotential number by the normal gravity value computed on the
 TG1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1075.degrees latitude (g = 980.6199 gals.).
 TG1075
 TG1075.The modeled gravity was interpolated from observed gravity values.
 TG1075
 TG1075;                    North         East    Units  Estimated Accuracy
 TG1075;SPC ND N     -   218,440.      416,460.      MT  (+/- 180 meters Scaled)
 TG1075
 TG1075                          SUPERSEDED SURVEY CONTROL
 TG1075
 TG1075  NGVD 29 (??/??/92)  579.833  (m)         1902.34   (f) ADJ UNCH    2 0
 TG1075
 TG1075.Superseded values are not recommended for survey control.
 TG1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1075.See file dsdata.txt to determine how the superseded data were derived.
 TG1075
 TG1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ460224(NAD 83)
 TG1075_MARKER: P = PIPE CAP
 TG1075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1075_STAMPING: A 361 1935 1906
 TG1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1075
 TG1075  HISTORY     - Date     Condition        Report By
 TG1075  HISTORY     - 1935     MONUMENTED       IBC
 TG1075  HISTORY     - 1960     GOOD             NGS
 TG1075
 TG1075                          STATION DESCRIPTION
 TG1075
 TG1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TG1075'2.8 MI N FROM NOONAN.
 TG1075'2.8 MILES NORTH ALONG STATE HIGHWAY 40 FROM THE MINNEAPOLIS, ST. PAUL
 TG1075'AND SAULT STE. MARIE RAILWAY STATION (NOW THE SOO LINE RAILROAD) AT
 TG1075'NOONAN, DIVIDE COUNTY, AT A ROAD CROSSING, 39 FEET WEST OF THE
 TG1075'CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF THE CENTERLINE OF THE
 TG1075'ROAD, 2 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET LOWER THAN THE
 TG1075'ROADWAY.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD CAP, STAMPED A
 TG1075'361 1935 1906 AND RIVETED ON THE TOP OF AN IRON PIPE.  NOTE-- THE
 TG1075'HIGHWAY HAS BEEN REROUTED IN THE AREA AND NOW PASSES ABOUT 0.15 MILE
 TG1075'WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0981 ***********************************************************************
 SN0981  DESIGNATION -  A 362
 SN0981  PID         -  SN0981
 SN0981  STATE/COUNTY-  ND/MERCER
 SN0981  USGS QUAD   -  HAZEN WEST (1968)
 SN0981
 SN0981                         *CURRENT SURVEY CONTROL
 SN0981  ___________________________________________________________________
 SN0981* NAD 83(1986)-  47 16 03.     (N)    101 42 42.     (W)     SCALED    
 SN0981* NAVD 88     -       539.848  (meters)    1771.15   (feet)  ADJUSTED  
 SN0981  ___________________________________________________________________
 SN0981  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 SN0981  DYNAMIC HT  -         539.878 (meters)    1771.25  (feet)  COMP
 SN0981  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 SN0981
 SN0981  VERT ORDER  -  SECOND    CLASS 0
 SN0981
 SN0981.The horizontal coordinates were scaled from a topographic map and have
 SN0981.an estimated accuracy of +/- 6 seconds.
 SN0981
 SN0981.The orthometric height was determined by differential leveling
 SN0981.and adjusted by the National Geodetic Survey in June 1991..
 SN0981
 SN0981.The geoid height was determined by GEOID03.
 SN0981
 SN0981.The dynamic height is computed by dividing the NAVD 88
 SN0981.geopotential number by the normal gravity value computed on the
 SN0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0981.degrees latitude (g = 980.6199 gals.).
 SN0981
 SN0981.The modeled gravity was interpolated from observed gravity values.
 SN0981
 SN0981;                    North         East    Units  Estimated Accuracy
 SN0981;SPC ND S     -   178,650.      508,310.      MT  (+/- 180 meters Scaled)
 SN0981
 SN0981                          SUPERSEDED SURVEY CONTROL
 SN0981
 SN0981  NGVD 29 (??/??/92)  539.439  (m)         1769.81   (f) ADJ UNCH    2 0
 SN0981
 SN0981.Superseded values are not recommended for survey control.
 SN0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0981.See file dsdata.txt to determine how the superseded data were derived.
 SN0981
 SN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT948384(NAD 83)
 SN0981_MARKER: DB = BENCH MARK DISK
 SN0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0981_STAMPING: A 362 1958
 SN0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0981+STABILITY: SURFACE MOTION
 SN0981
 SN0981  HISTORY     - Date     Condition        Report By
 SN0981  HISTORY     - 1958     MONUMENTED       CGS
 SN0981
 SN0981                          STATION DESCRIPTION
 SN0981
 SN0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0981'3.2 MI E FROM BEULAH.
 SN0981'3.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0981'BEULAH, OR ABOUT 5.10 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC
 SN0981'RAILROAD FROM THE STATION AT HAZEN, 13 POLES WEST OF MILEPOST 69, 40
 SN0981'FEET NORTH OF THE NORTH RAIL, 8 FEET EAST OF A TELEPHONE POLE, 18 FEET
 SN0981'SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A FENCE, 1 1/2
 SN0981'FEET WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 SN0981'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0301 ***********************************************************************
 SO0301  DESIGNATION -  A 363
 SO0301  PID         -  SO0301
 SO0301  STATE/COUNTY-  ND/DUNN
 SO0301  USGS QUAD   -  HALLIDAY (1973)
 SO0301
 SO0301                         *CURRENT SURVEY CONTROL
 SO0301  ___________________________________________________________________
 SO0301* NAD 83(1986)-  47 17 06.     (N)    102 20 06.     (W)     SCALED    
 SO0301* NAVD 88     -       679.407  (meters)    2229.02   (feet)  ADJUSTED  
 SO0301  ___________________________________________________________________
 SO0301  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 SO0301  DYNAMIC HT  -         679.445 (meters)    2229.15  (feet)  COMP
 SO0301  MODELED GRAV-     980,646.1   (mgal)                       NAVD 88
 SO0301
 SO0301  VERT ORDER  -  SECOND    CLASS 0
 SO0301
 SO0301.The horizontal coordinates were scaled from a topographic map and have
 SO0301.an estimated accuracy of +/- 6 seconds.
 SO0301
 SO0301.The orthometric height was determined by differential leveling
 SO0301.and adjusted by the National Geodetic Survey in June 1991..
 SO0301
 SO0301.The geoid height was determined by GEOID03.
 SO0301
 SO0301.The dynamic height is computed by dividing the NAVD 88
 SO0301.geopotential number by the normal gravity value computed on the
 SO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0301.degrees latitude (g = 980.6199 gals.).
 SO0301
 SO0301.The modeled gravity was interpolated from observed gravity values.
 SO0301
 SO0301;                    North         East    Units  Estimated Accuracy
 SO0301;SPC ND S     -   181,510.      461,200.      MT  (+/- 180 meters Scaled)
 SO0301
 SO0301                          SUPERSEDED SURVEY CONTROL
 SO0301
 SO0301  NGVD 29 (??/??/92)  678.948  (m)         2227.52   (f) ADJ UNCH    2 0
 SO0301
 SO0301.Superseded values are not recommended for survey control.
 SO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0301.See file dsdata.txt to determine how the superseded data were derived.
 SO0301
 SO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN015402(NAD 83)
 SO0301_MARKER: DB = BENCH MARK DISK
 SO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0301_STAMPING: A 363 1958
 SO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0301+STABILITY: SURFACE MOTION
 SO0301
 SO0301  HISTORY     - Date     Condition        Report By
 SO0301  HISTORY     - 1958     MONUMENTED       CGS
 SO0301
 SO0301                          STATION DESCRIPTION
 SO0301
 SO0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0301'5.0 MI S FROM HALLIDAY.
 SO0301'ABOUT 0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0301'STATION AT HALLIDAY, ABOUT 0.8 MILES SOUTH ALONG STATE HIGHWAY 8,
 SO0301'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAYS 8 AND 7, ABOUT 2.0 MILES
 SO0301'SOUTH ALONG STATE HIGHWAY 8, AT THE JUNCTION OF AN EAST-WEST ROAD, 82
 SO0301'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF THE
 SO0301'CENTER LINE OF THE EAST-WEST ROAD, 1 1/2 FEET SOUTH OF A FENCE, 2 FEET
 SO0301'WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 SO0301'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0302 ***********************************************************************
 SO0302  DESIGNATION -  A 363 RESET
 SO0302  PID         -  SO0302
 SO0302  STATE/COUNTY-  ND/DUNN
 SO0302  USGS QUAD   -  HALLIDAY (1973)
 SO0302
 SO0302                         *CURRENT SURVEY CONTROL
 SO0302  ___________________________________________________________________
 SO0302* NAD 83(1986)-  47 17 06.     (N)    102 20 05.     (W)     SCALED    
 SO0302* NAVD 88     -       679.11   (+/-2cm)    2228.0    (feet)  VERTCON   
 SO0302  ___________________________________________________________________
 SO0302  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 SO0302
 SO0302  VERT ORDER  -  THIRD (See Below)
 SO0302
 SO0302.The horizontal coordinates were scaled from a topographic map and have
 SO0302.an estimated accuracy of +/- 6 seconds.
 SO0302
 SO0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0302.The vertical order pertains to the NGVD 29 superseded value.
 SO0302
 SO0302.The geoid height was determined by GEOID03.
 SO0302
 SO0302;                    North         East    Units  Estimated Accuracy
 SO0302;SPC ND S     -   181,510.      461,220.      MT  (+/- 180 meters Scaled)
 SO0302
 SO0302                          SUPERSEDED SURVEY CONTROL
 SO0302
 SO0302  NGVD 29 (??/??/??)  678.65   (m)         2226.5    (f) RESET       3  
 SO0302
 SO0302.Superseded values are not recommended for survey control.
 SO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0302.See file dsdata.txt to determine how the superseded data were derived.
 SO0302
 SO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN015402(NAD 83)
 SO0302_MARKER: DB = BENCH MARK DISK
 SO0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0302_STAMPING: A 363 RESET 1964
 SO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0302+STABILITY: SURFACE MOTION
 SO0302
 SO0302  HISTORY     - Date     Condition        Report By
 SO0302  HISTORY     - 1964     MONUMENTED       CGS
 SO0302
 SO0302                          STATION DESCRIPTION
 SO0302
 SO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0302'5.0 MI S FROM HALLIDAY.
 SO0302'ABOUT 5.0 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE NORTHERN PACIFIC
 SO0302'RAILROAD STATION AT HALLIDAY, DUNN COUNTY, ABOUT 2 MILES SOUTH ALONG
 SO0302'STATE HIGHWAY 8 FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 7 AND 8, IN
 SO0302'THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 100 FEET EAST OF THE
 SO0302'CENTERLINE OF THE HIGHWAY, ABOUT 40 FEET NORTH OF THE CENTERLINE OF
 SO0302'THE EAST-WEST ROAD, 5 1/2 FEET NORTH OF A CORNER POST AND 2 FEET SOUTH
 SO0302'OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 SO0302'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0248 ***********************************************************************
 TF0248  DESIGNATION -  A 365
 TF0248  PID         -  TF0248
 TF0248  STATE/COUNTY-  ND/MCHENRY
 TF0248  USGS QUAD   -  TOWNER (1980)
 TF0248
 TF0248                         *CURRENT SURVEY CONTROL
 TF0248  ___________________________________________________________________
 TF0248* NAD 83(1986)-  48 21 44.     (N)    100 23 47.     (W)     SCALED    
 TF0248* NAVD 88     -       452.124  (meters)    1483.34   (feet)  ADJUSTED  
 TF0248  ___________________________________________________________________
 TF0248  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0248  DYNAMIC HT  -         452.218 (meters)    1483.65  (feet)  COMP
 TF0248  MODELED GRAV-     980,802.7   (mgal)                       NAVD 88
 TF0248
 TF0248  VERT ORDER  -  FIRST     CLASS II
 TF0248
 TF0248.The horizontal coordinates were scaled from a topographic map and have
 TF0248.an estimated accuracy of +/- 6 seconds.
 TF0248
 TF0248.The orthometric height was determined by differential leveling
 TF0248.and adjusted by the National Geodetic Survey in June 1991..
 TF0248
 TF0248.The geoid height was determined by GEOID03.
 TF0248
 TF0248.The dynamic height is computed by dividing the NAVD 88
 TF0248.geopotential number by the normal gravity value computed on the
 TF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0248.degrees latitude (g = 980.6199 gals.).
 TF0248
 TF0248.The modeled gravity was interpolated from observed gravity values.
 TF0248
 TF0248;                    North         East    Units  Estimated Accuracy
 TF0248;SPC ND N     -   151,460.      607,680.      MT  (+/- 180 meters Scaled)
 TF0248
 TF0248                          SUPERSEDED SURVEY CONTROL
 TF0248
 TF0248  NGVD 29 (??/??/92)  451.749  (m)         1482.11   (f) ADJ UNCH    1 2
 TF0248
 TF0248.Superseded values are not recommended for survey control.
 TF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0248.See file dsdata.txt to determine how the superseded data were derived.
 TF0248
 TF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU965575(NAD 83)
 TF0248_MARKER: DB = BENCH MARK DISK
 TF0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0248_STAMPING: A 365 1935
 TF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0248+STABILITY: SURFACE MOTION
 TF0248
 TF0248  HISTORY     - Date     Condition        Report By
 TF0248  HISTORY     - 1935     MONUMENTED       CGS
 TF0248  HISTORY     - 1964     GOOD             NGS
 TF0248
 TF0248                          STATION DESCRIPTION
 TF0248
 TF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0248'1.35 MI NE FROM TOWNER.
 TF0248'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN
 TF0248'RAILWAY STATION AT TOWNER, THENCE 0.25 MILE NORTH ALONG A GRAVELED
 TF0248'ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TF0248'NORTH ALONG A TRAIL ROAD, ON THE WEST SIDE OF THE TOWNER AIRPORT, AT
 TF0248'THE NORTHWEST END OF A NORTHWEST-SOUTHEAST RUNWAY, 34 FEET EAST OF THE
 TF0248'CENTER LINE OF THE ROAD, 75 FEET EAST OF A FENCE ON THE WEST SIDE OF
 TF0248'THE TRAIL ROAD, 118 FEET FROM A RUNWAY MARKER ON THE WEST SIDE OF THE
 TF0248'RUNWAY, 0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF0248'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF0248'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1704 ***********************************************************************
 TF1704  DESIGNATION -  A 374
 TF1704  PID         -  TF1704
 TF1704  STATE/COUNTY-  ND/RENVILLE
 TF1704  USGS QUAD   -  MOHALL SW (1971)
 TF1704
 TF1704                         *CURRENT SURVEY CONTROL
 TF1704  ___________________________________________________________________
 TF1704* NAD 83(1986)-  48 51 52.     (N)    101 38 59.     (W)     SCALED    
 TF1704* NAVD 88     -       512.526  (meters)    1681.51   (feet)  ADJUSTED  
 TF1704  ___________________________________________________________________
 TF1704  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TF1704  DYNAMIC HT  -         512.640 (meters)    1681.89  (feet)  COMP
 TF1704  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 TF1704
 TF1704  VERT ORDER  -  SECOND    CLASS 0
 TF1704
 TF1704.The horizontal coordinates were scaled from a topographic map and have
 TF1704.an estimated accuracy of +/- 6 seconds.
 TF1704
 TF1704.The orthometric height was determined by differential leveling
 TF1704.and adjusted by the National Geodetic Survey in June 1991..
 TF1704
 TF1704.The geoid height was determined by GEOID03.
 TF1704
 TF1704.The dynamic height is computed by dividing the NAVD 88
 TF1704.geopotential number by the normal gravity value computed on the
 TF1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1704.degrees latitude (g = 980.6199 gals.).
 TF1704
 TF1704.The modeled gravity was interpolated from observed gravity values.
 TF1704
 TF1704;                    North         East    Units  Estimated Accuracy
 TF1704;SPC ND N     -   207,930.      515,650.      MT  (+/- 180 meters Scaled)
 TF1704
 TF1704                          SUPERSEDED SURVEY CONTROL
 TF1704
 TF1704  NGVD 29 (??/??/92)  512.158  (m)         1680.31   (f) ADJ UNCH    2 0
 TF1704
 TF1704.Superseded values are not recommended for survey control.
 TF1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1704.See file dsdata.txt to determine how the superseded data were derived.
 TF1704
 TF1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV056157(NAD 83)
 TF1704_MARKER: DB = BENCH MARK DISK
 TF1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1704_STAMPING: A 374 1935
 TF1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1704+STABILITY: SURFACE MOTION
 TF1704
 TF1704  HISTORY     - Date     Condition        Report By
 TF1704  HISTORY     - 1935     MONUMENTED       CGS
 TF1704  HISTORY     - 1963     GOOD             NGS
 TF1704
 TF1704                          STATION DESCRIPTION
 TF1704
 TF1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1704'7.8 MI S FROM SHERWOOD.
 TF1704'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1704'SHERWOOD, THENCE 1.0 MILE WEST ALONG COUNTY ROAD 4, 106 FEET SOUTH OF
 TF1704'THE CENTER LINE OF THE COUNTY ROAD, 38 FEET SOUTH OF THE CENTER LINE
 TF1704'OF A TRAIL ROAD LEADING SOUTH, 82 FEET SOUTHEAST OF AND ACROSS THE
 TF1704'TRAIL ROAD FROM A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF A METAL
 TF1704'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0219 ***********************************************************************
 SO0219  DESIGNATION -  A 375
 SO0219  PID         -  SO0219
 SO0219  STATE/COUNTY-  ND/MOUNTRAIL
 SO0219  USGS QUAD   -  PARSHALL (1981)
 SO0219
 SO0219                         *CURRENT SURVEY CONTROL
 SO0219  ___________________________________________________________________
 SO0219* NAD 83(1986)-  47 57 05.     (N)    102 07 44.     (W)     SCALED    
 SO0219* NAVD 88     -       589.452  (meters)    1933.89   (feet)  ADJUSTED  
 SO0219  ___________________________________________________________________
 SO0219  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 SO0219  DYNAMIC HT  -         589.541 (meters)    1934.19  (feet)  COMP
 SO0219  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 SO0219
 SO0219  VERT ORDER  -  SECOND    CLASS 0
 SO0219
 SO0219.The horizontal coordinates were scaled from a topographic map and have
 SO0219.an estimated accuracy of +/- 6 seconds.
 SO0219
 SO0219.The orthometric height was determined by differential leveling
 SO0219.and adjusted by the National Geodetic Survey in June 1991..
 SO0219.WARNING-Repeat measurements at this control monument indicate possible
 SO0219.vertical movement.
 SO0219
 SO0219.The geoid height was determined by GEOID03.
 SO0219
 SO0219.The dynamic height is computed by dividing the NAVD 88
 SO0219.geopotential number by the normal gravity value computed on the
 SO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0219.degrees latitude (g = 980.6199 gals.).
 SO0219
 SO0219.The modeled gravity was interpolated from observed gravity values.
 SO0219
 SO0219;                    North         East    Units  Estimated Accuracy
 SO0219;SPC ND N     -   107,060.      478,350.      MT  (+/- 180 meters Scaled)
 SO0219
 SO0219                          SUPERSEDED SURVEY CONTROL
 SO0219
 SO0219  NGVD 29 (??/??/92)  589.030  (m)         1932.51   (f) ADJ UNCH    2 0
 SO0219
 SO0219.Superseded values are not recommended for survey control.
 SO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0219.See file dsdata.txt to determine how the superseded data were derived.
 SO0219
 SO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP143148(NAD 83)
 SO0219_MARKER: DB = BENCH MARK DISK
 SO0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0219_SP_SET: BUILDING
 SO0219_STAMPING: A 375 1938
 SO0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0219
 SO0219  HISTORY     - Date     Condition        Report By
 SO0219  HISTORY     - 1938     MONUMENTED       CGS
 SO0219  HISTORY     - 1962     GOOD             NGS
 SO0219  HISTORY     - 1963     GOOD             NGS
 SO0219
 SO0219                          STATION DESCRIPTION
 SO0219
 SO0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0219'0.2 MI E FROM PARSHALL.
 SO0219'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0219'PARSHALL, AT THE FARMERS UNION ELEVATOR, NEAR THE CROSSING OF STATE
 SO0219'HIGHWAY 8, SET VERTICALLY IN THE NORTH FACE OF BUILDING, 61 FEET SOUTH
 SO0219'OF THE SOUTH RAIL OF THE MAIN TRACK, 10.4 FEET EAST OF THE EAST SIDE
 SO0219'OF A DOORWAY, ABOUT 4 FEET ABOVE THE GROUND, A DISK DRILLED IN
 SO0219'VERTICALLY.
 SO0219
 SO0219                          STATION RECOVERY (1963)
 SO0219
 SO0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SO0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0280 ***********************************************************************
 RP0280  DESIGNATION -  A 376
 RP0280  PID         -  RP0280
 RP0280  STATE/COUNTY-  ND/RICHLAND
 RP0280  USGS QUAD   -  SOUTH OF WAHPETON (1973)
 RP0280
 RP0280                         *CURRENT SURVEY CONTROL
 RP0280  ___________________________________________________________________
 RP0280* NAD 83(1986)-  46 08 16.     (N)    096 36 20.     (W)     SCALED    
 RP0280* NAVD 88     -       296.601  (meters)     973.10   (feet)  ADJUSTED  
 RP0280  ___________________________________________________________________
 RP0280  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RP0280  DYNAMIC HT  -         296.600 (meters)     973.10  (feet)  COMP
 RP0280  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RP0280
 RP0280  VERT ORDER  -  SECOND    CLASS 0
 RP0280
 RP0280.The horizontal coordinates were scaled from a topographic map and have
 RP0280.an estimated accuracy of +/- 6 seconds.
 RP0280
 RP0280.The orthometric height was determined by differential leveling
 RP0280.and adjusted by the National Geodetic Survey in June 1991..
 RP0280
 RP0280.The geoid height was determined by GEOID03.
 RP0280
 RP0280.The dynamic height is computed by dividing the NAVD 88
 RP0280.geopotential number by the normal gravity value computed on the
 RP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0280.degrees latitude (g = 980.6199 gals.).
 RP0280
 RP0280.The modeled gravity was interpolated from observed gravity values.
 RP0280
 RP0280;                    North         East    Units  Estimated Accuracy
 RP0280;SPC ND S     -    59,830.      900,810.      MT  (+/- 180 meters Scaled)
 RP0280
 RP0280                          SUPERSEDED SURVEY CONTROL
 RP0280
 RP0280  NGVD 29 (??/??/92)  296.368  (m)          972.33   (f) ADJ UNCH    2 0
 RP0280
 RP0280.Superseded values are not recommended for survey control.
 RP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0280.See file dsdata.txt to determine how the superseded data were derived.
 RP0280
 RP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS849121(NAD 83)
 RP0280_MARKER: DB = BENCH MARK DISK
 RP0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0280_STAMPING: A 376 1940
 RP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0280+STABILITY: SURFACE MOTION
 RP0280
 RP0280  HISTORY     - Date     Condition        Report By
 RP0280  HISTORY     - 1940     MONUMENTED       CGS
 RP0280  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0280
 RP0280                          STATION DESCRIPTION
 RP0280
 RP0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RP0280'5.4 MI N FROM FAIRMOUNT.
 RP0280'5.4 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0280'RAILWAY FROM THE STATION AT FAIRMOUNT, RICHLAND COUNTY, 2 1/2 POLES
 RP0280'SOUTH OF MILEPOST 62, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 RP0280'43.1 FEET EAST OF THE CENTERLINE OF THE TRACK, 6.4 FEET WEST OF A
 RP0280'POINT AND 4.8 FEET NORTH OF THE FENCE CORNER, 2.4 FEET NORTH OF A
 RP0280'WHITE WOODEN POST MARKED U.S.B.M. AND 1 FOOT LOWER THAN THE TRACK.  A
 RP0280'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RP0280
 RP0280                          STATION RECOVERY (1990)
 RP0280
 RP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0475 ***********************************************************************
 TG0475  DESIGNATION -  A 377
 TG0475  PID         -  TG0475
 TG0475  STATE/COUNTY-  ND/MOUNTRAIL
 TG0475  USGS QUAD   -  STANLEY (1981)
 TG0475
 TG0475                         *CURRENT SURVEY CONTROL
 TG0475  ___________________________________________________________________
 TG0475* NAD 83(1986)-  48 18 45.     (N)    102 22 44.     (W)     SCALED    
 TG0475* NAVD 88     -       681.974  (meters)    2237.44   (feet)  ADJUSTED  
 TG0475  ___________________________________________________________________
 TG0475  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0475  DYNAMIC HT  -         682.081 (meters)    2237.79  (feet)  COMP
 TG0475  MODELED GRAV-     980,744.1   (mgal)                       NAVD 88
 TG0475
 TG0475  VERT ORDER  -  SECOND    CLASS 0
 TG0475
 TG0475.The horizontal coordinates were scaled from a topographic map and have
 TG0475.an estimated accuracy of +/- 6 seconds.
 TG0475
 TG0475.The orthometric height was determined by differential leveling
 TG0475.and adjusted by the National Geodetic Survey in June 1991..
 TG0475
 TG0475.The geoid height was determined by GEOID03.
 TG0475
 TG0475.The dynamic height is computed by dividing the NAVD 88
 TG0475.geopotential number by the normal gravity value computed on the
 TG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0475.degrees latitude (g = 980.6199 gals.).
 TG0475
 TG0475.The modeled gravity was interpolated from observed gravity values.
 TG0475
 TG0475;                    North         East    Units  Estimated Accuracy
 TG0475;SPC ND N     -   147,630.      460,660.      MT  (+/- 180 meters Scaled)
 TG0475
 TG0475                          SUPERSEDED SURVEY CONTROL
 TG0475
 TG0475  NGVD 29 (??/??/92)  681.52   (m)         2236.0    (f) COMPUTED    2 0
 TG0475
 TG0475.Superseded values are not recommended for survey control.
 TG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0475.See file dsdata.txt to determine how the superseded data were derived.
 TG0475
 TG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP943543(NAD 83)
 TG0475_MARKER: DB = BENCH MARK DISK
 TG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0475_STAMPING: A-377 1940
 TG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0475+STABILITY: SURFACE MOTION
 TG0475
 TG0475  HISTORY     - Date     Condition        Report By
 TG0475  HISTORY     - 1940     MONUMENTED       CGS
 TG0475
 TG0475                          STATION DESCRIPTION
 TG0475
 TG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG0475'1.2 MI S FROM STANLEY.
 TG0475'1.2 MILES SOUTH OF THE COUNTY COURT HOUSE AT STANLEY, ALONG STATE
 TG0475'HIGHWAY 8, IN THE EAST END OF THE SOUTH HEAD-WALL OF A 18 INCH
 TG0475'CORRUGATED IRON CULVERT, 15 FEET SOUTH OF THE CENTER LINE OF THE
 TG0475'HIGHWAY AND 1.8 FEET WEST OF A WHITE WOODEN POST STENCILED U.S.B.M. A
 TG0475'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED A-377
 TG0475'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0476 ***********************************************************************
 TG0476  DESIGNATION -  A 377 RESET
 TG0476  PID         -  TG0476
 TG0476  STATE/COUNTY-  ND/MOUNTRAIL
 TG0476  USGS QUAD   -  STANLEY (1981)
 TG0476
 TG0476                         *CURRENT SURVEY CONTROL
 TG0476  ___________________________________________________________________
 TG0476* NAD 83(1986)-  48 18 46.     (N)    102 22 44.     (W)     SCALED    
 TG0476* NAVD 88     -       682.133  (meters)    2237.96   (feet)  ADJUSTED  
 TG0476  ___________________________________________________________________
 TG0476  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0476  DYNAMIC HT  -         682.240 (meters)    2238.32  (feet)  COMP
 TG0476  MODELED GRAV-     980,744.2   (mgal)                       NAVD 88
 TG0476
 TG0476  VERT ORDER  -  FIRST     CLASS II
 TG0476
 TG0476.The horizontal coordinates were scaled from a topographic map and have
 TG0476.an estimated accuracy of +/- 6 seconds.
 TG0476
 TG0476.The orthometric height was determined by differential leveling
 TG0476.and adjusted by the National Geodetic Survey in June 1991..
 TG0476
 TG0476.The geoid height was determined by GEOID03.
 TG0476
 TG0476.The dynamic height is computed by dividing the NAVD 88
 TG0476.geopotential number by the normal gravity value computed on the
 TG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0476.degrees latitude (g = 980.6199 gals.).
 TG0476
 TG0476.The modeled gravity was interpolated from observed gravity values.
 TG0476
 TG0476;                    North         East    Units  Estimated Accuracy
 TG0476;SPC ND N     -   147,660.      460,660.      MT  (+/- 180 meters Scaled)
 TG0476
 TG0476                          SUPERSEDED SURVEY CONTROL
 TG0476
 TG0476  NGVD 29 (??/??/92)  681.653  (m)         2236.39   (f) ADJ UNCH    1 2
 TG0476
 TG0476.Superseded values are not recommended for survey control.
 TG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0476.See file dsdata.txt to determine how the superseded data were derived.
 TG0476
 TG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP943543(NAD 83)
 TG0476_MARKER: DB = BENCH MARK DISK
 TG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0476_STAMPING: A 377 RESET 1955
 TG0476_MARK LOGO: CGS   
 TG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0476+STABILITY: SURFACE MOTION
 TG0476
 TG0476  HISTORY     - Date     Condition        Report By
 TG0476  HISTORY     - 1955     MONUMENTED       NDHD
 TG0476  HISTORY     - 1963     GOOD             NGS
 TG0476  HISTORY     - 1981     GOOD             NGS
 TG0476
 TG0476                          STATION DESCRIPTION
 TG0476
 TG0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0476'IN STANLEY.
 TG0476'ABOUT 0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH JUNCTION
 TG0476'OF U.S. HIGHWAY 2 AT STANLEY, 0.1 MILE EAST OF THE JUNCTION OF THE
 TG0476'DRIVEWAY LEADING SOUTH TO STANLEY AIRPORT, ON THE OUTSIDE AND AT THE
 TG0476'WEST END OF A LONG CURVE, AT THE Y-JUNCTION OF A GRAVELED ROAD LEADING
 TG0476'EAST, 83 FEET NORTH ACROSS THE ROAD FROM THE CENTERLINE OF THE
 TG0476'HIGHWAY, 55 FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTH OF
 TG0476'THE SOUTHWEST CORNER OF BOBS BODY SHOP WHICH IS A CONCRETE BLOCK
 TG0476'BUILDING, 19.2 FEET NORTHEAST OF THE EAST END OF AN 18-INCH PIPE
 TG0476'CULVERT UNDER THE DRIVEWAY LEADING TO THE BUILDING, ABOUT 8 FEET BELOW
 TG0476'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3
 TG0476'FOOT UNDER THE GROUND, S 21, R 92 W, T 156 N.
 TG0476
 TG0476                          STATION RECOVERY (1981)
 TG0476
 TG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0434 ***********************************************************************
 SO0434  DESIGNATION -  A 379
 SO0434  PID         -  SO0434
 SO0434  STATE/COUNTY-  ND/DUNN
 SO0434  USGS QUAD   -  LOST BRIDGE (1970)
 SO0434
 SO0434                         *CURRENT SURVEY CONTROL
 SO0434  ___________________________________________________________________
 SO0434* NAD 83(1986)-  47 31 00.     (N)    102 50 37.     (W)     SCALED    
 SO0434* NAVD 88     -       765.070  (meters)    2510.07   (feet)  ADJUSTED  
 SO0434  ___________________________________________________________________
 SO0434  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SO0434  DYNAMIC HT  -         765.111 (meters)    2510.20  (feet)  COMP
 SO0434  MODELED GRAV-     980,640.5   (mgal)                       NAVD 88
 SO0434
 SO0434  VERT ORDER  -  SECOND    CLASS 0
 SO0434
 SO0434.The horizontal coordinates were scaled from a topographic map and have
 SO0434.an estimated accuracy of +/- 6 seconds.
 SO0434
 SO0434.The orthometric height was determined by differential leveling
 SO0434.and adjusted by the National Geodetic Survey in June 1991..
 SO0434
 SO0434.The geoid height was determined by GEOID03.
 SO0434
 SO0434.The dynamic height is computed by dividing the NAVD 88
 SO0434.geopotential number by the normal gravity value computed on the
 SO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0434.degrees latitude (g = 980.6199 gals.).
 SO0434
 SO0434.The modeled gravity was interpolated from observed gravity values.
 SO0434
 SO0434;                    North         East    Units  Estimated Accuracy
 SO0434;SPC ND S     -   208,280.      423,510.      MT  (+/- 180 meters Scaled)
 SO0434
 SO0434                          SUPERSEDED SURVEY CONTROL
 SO0434
 SO0434  NGVD 29 (??/??/92)  764.560  (m)         2508.39   (f) ADJ UNCH    2 0
 SO0434
 SO0434.Superseded values are not recommended for survey control.
 SO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0434.See file dsdata.txt to determine how the superseded data were derived.
 SO0434
 SO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN623648(NAD 83)
 SO0434_MARKER: DB = BENCH MARK DISK
 SO0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0434_STAMPING: A-379 1940
 SO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0434+STABILITY: SURFACE MOTION
 SO0434
 SO0434  HISTORY     - Date     Condition        Report By
 SO0434  HISTORY     - 1940     MONUMENTED       CGS
 SO0434  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0434
 SO0434                          STATION DESCRIPTION
 SO0434
 SO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0434'14.1 MI N FROM KILLDEER.
 SO0434'LOCATED 14.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN
 SO0434'PACIFIC RAILWAY STATION AT KILLDEER, 34.4 FEET EAST OF THE CENTER LINE
 SO0434'OF THE HIGHWAY, 22.8 FEET SOUTH OF THE SECTION LINE FENCE, 41 FEET
 SO0434'SOUTH-EAST OF THE INTERSECTION OF THE HIGHWAY AND SECTION LINE ROAD,
 SO0434'10 FEET SOUTH OF A ROAD PARALLEL TO THE SECTION LINE FENCE, 25 FEET
 SO0434'EAST OF THE FENCE CORNER POST, 1.5 FEET NORTH OF A WHITE WOODEN POST
 SO0434'STENCILED U.S.B.M.  A STANDARD DISK STAMPED A-379 1940 AND SET IN THE
 SO0434'TOP OF A CONCRETE POST 0.5 FOOT HIGH.
 SO0434
 SO0434                          STATION RECOVERY (1969)
 SO0434
 SO0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0136 ***********************************************************************
 RQ0136  DESIGNATION -  A 38
 RQ0136  PID         -  RQ0136
 RQ0136  STATE/COUNTY-  ND/DICKEY
 RQ0136  USGS QUAD   -  MONANGO (1982)
 RQ0136
 RQ0136                         *CURRENT SURVEY CONTROL
 RQ0136  ___________________________________________________________________
 RQ0136* NAD 83(1986)-  46 09 25.     (N)    098 35 19.     (W)     SCALED    
 RQ0136* NAVD 88     -       458.252  (meters)    1503.45   (feet)  ADJUSTED  
 RQ0136  ___________________________________________________________________
 RQ0136  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RQ0136  DYNAMIC HT  -         458.246 (meters)    1503.43  (feet)  COMP
 RQ0136  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 RQ0136
 RQ0136  VERT ORDER  -  SECOND    CLASS 0
 RQ0136
 RQ0136.The horizontal coordinates were scaled from a topographic map and have
 RQ0136.an estimated accuracy of +/- 6 seconds.
 RQ0136
 RQ0136.The orthometric height was determined by differential leveling
 RQ0136.and adjusted by the National Geodetic Survey in June 1991..
 RQ0136
 RQ0136.The geoid height was determined by GEOID03.
 RQ0136
 RQ0136.The dynamic height is computed by dividing the NAVD 88
 RQ0136.geopotential number by the normal gravity value computed on the
 RQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0136.degrees latitude (g = 980.6199 gals.).
 RQ0136
 RQ0136.The modeled gravity was interpolated from observed gravity values.
 RQ0136
 RQ0136;                    North         East    Units  Estimated Accuracy
 RQ0136;SPC ND S     -    56,290.      747,630.      MT  (+/- 180 meters Scaled)
 RQ0136
 RQ0136                          SUPERSEDED SURVEY CONTROL
 RQ0136
 RQ0136  NGVD 29 (??/??/92)  457.886  (m)         1502.25   (f) ADJ UNCH    2 0
 RQ0136
 RQ0136.Superseded values are not recommended for survey control.
 RQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0136.See file dsdata.txt to determine how the superseded data were derived.
 RQ0136
 RQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS317115(NAD 83)
 RQ0136_MARKER: DB = BENCH MARK DISK
 RQ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0136_STAMPING: A 38 1934
 RQ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0136+STABILITY: SURFACE MOTION
 RQ0136
 RQ0136  HISTORY     - Date     Condition        Report By
 RQ0136  HISTORY     - 1934     MONUMENTED       CGS
 RQ0136  HISTORY     - 1970     GOOD             NGS
 RQ0136  HISTORY     - 1981     GOOD             NDHD
 RQ0136
 RQ0136                          STATION DESCRIPTION
 RQ0136
 RQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0136'1.4 MI S FROM MONANGO.
 RQ0136'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0136'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, ABOUT 8-2/3 POLES
 RQ0136'NORTH OF MILEPOST 47, AT MONANGO CROSSING, 400 FEET SOUTH OF THE
 RQ0136'CROSSING OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE MARIE RAILWAY NOW
 RQ0136'SOO LINE RAILROAD, 18 FEET EAST OF A STOP SIGNAL, 33 FEET EAST OF THE
 RQ0136'CENTERLINE OF THE C.M. ST.P. AND P.RR TRACK AND ABOUT A FOOT LOWER
 RQ0136'THAN THE TRACK.  A STANDARD DISK STAMPED A 38 1934 AND SET IN THE TOP
 RQ0136'OF A CONCRETE POST.  NOTE-- A METAL WITNESS POST WAS SET 1 FT. N OF
 RQ0136'THE MARK.
 RQ0136
 RQ0136                          STATION RECOVERY (1970)
 RQ0136
 RQ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RQ0136'RECOVERED IN GOOD CONDITION.
 RQ0136
 RQ0136                          STATION RECOVERY (1981)
 RQ0136
 RQ0136'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1981
 RQ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0065 ***********************************************************************
 TF0065  DESIGNATION -  A 381
 TF0065  PID         -  TF0065
 TF0065  STATE/COUNTY-  ND/BOTTINEAU
 TF0065  USGS QUAD   -  BOTTINEAU SE (1955)
 TF0065
 TF0065                         *CURRENT SURVEY CONTROL
 TF0065  ___________________________________________________________________
 TF0065* NAD 83(1986)-  48 50 05.     (N)    100 21 32.     (W)     SCALED    
 TF0065* NAVD 88     -       545.426  (meters)    1789.45   (feet)  ADJUSTED  
 TF0065  ___________________________________________________________________
 TF0065  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0065  DYNAMIC HT  -         545.556 (meters)    1789.88  (feet)  COMP
 TF0065  MODELED GRAV-     980,830.6   (mgal)                       NAVD 88
 TF0065
 TF0065  VERT ORDER  -  SECOND    CLASS 0
 TF0065
 TF0065.The horizontal coordinates were scaled from a topographic map and have
 TF0065.an estimated accuracy of +/- 6 seconds.
 TF0065
 TF0065.The orthometric height was determined by differential leveling
 TF0065.and adjusted by the National Geodetic Survey in June 1991..
 TF0065
 TF0065.The geoid height was determined by GEOID03.
 TF0065
 TF0065.The dynamic height is computed by dividing the NAVD 88
 TF0065.geopotential number by the normal gravity value computed on the
 TF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0065.degrees latitude (g = 980.6199 gals.).
 TF0065
 TF0065.The modeled gravity was interpolated from observed gravity values.
 TF0065
 TF0065;                    North         East    Units  Estimated Accuracy
 TF0065;SPC ND N     -   204,010.      610,360.      MT  (+/- 180 meters Scaled)
 TF0065
 TF0065                          SUPERSEDED SURVEY CONTROL
 TF0065
 TF0065  NGVD 29 (??/??/92)  545.042  (m)         1788.19   (f) ADJ UNCH    2 0
 TF0065
 TF0065.Superseded values are not recommended for survey control.
 TF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0065.See file dsdata.txt to determine how the superseded data were derived.
 TF0065
 TF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV002099(NAD 83)
 TF0065_MARKER: DB = BENCH MARK DISK
 TF0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0065_STAMPING: A 381 1940
 TF0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0065+STABILITY: SURFACE MOTION
 TF0065
 TF0065  HISTORY     - Date     Condition        Report By
 TF0065  HISTORY     - 1940     MONUMENTED       CGS
 TF0065  HISTORY     - 1954     GOOD             NGS
 TF0065
 TF0065                          STATION DESCRIPTION
 TF0065
 TF0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TF0065'9.8 MI N FROM OMEMEE.
 TF0065'8.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0065'STATION AT OMEMEE, BOTTINEAU COUNTY, 1 MILE WEST ALONG A SECTION-LINE
 TF0065'ROAD, AND 1 MILE NORTH ALONG ANOTHER SECTION-LINE ROAD. AT A ROAD
 TF0065'INTERSECTION, 33 FEET SOUTH OF THE CENTELINE OF THE EAST-AND-WEST
 TF0065'ROAD, 32 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 7.2
 TF0065'FEET WEST OF A FENCE CORNER, AND 1.5 FEET NORTH OF A WHITE WOODEN
 TF0065'WITNESS POST.  A STANDARD DISK, STAMPED A 381 1940 AND SET IN THE TOP
 TF0065'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0986 ***********************************************************************
 TE0986  DESIGNATION -  A 382
 TE0986  PID         -  TE0986
 TE0986  STATE/COUNTY-  ND/CAVALIER
 TE0986  USGS QUAD   -  SARLES NE (1970)
 TE0986
 TE0986                         *CURRENT SURVEY CONTROL
 TE0986  ___________________________________________________________________
 TE0986* NAD 83(1986)-  48 58 43.     (N)    098 50 48.     (W)     SCALED    
 TE0986* NAVD 88     -       478.644  (meters)    1570.35   (feet)  ADJUSTED  
 TE0986  ___________________________________________________________________
 TE0986  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 TE0986  DYNAMIC HT  -         478.763 (meters)    1570.74  (feet)  COMP
 TE0986  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 TE0986
 TE0986  VERT ORDER  -  SECOND    CLASS 0
 TE0986
 TE0986.The horizontal coordinates were scaled from a topographic map and have
 TE0986.an estimated accuracy of +/- 6 seconds.
 TE0986
 TE0986.The orthometric height was determined by differential leveling
 TE0986.and adjusted by the National Geodetic Survey in June 1991..
 TE0986
 TE0986.The geoid height was determined by GEOID03.
 TE0986
 TE0986.The dynamic height is computed by dividing the NAVD 88
 TE0986.geopotential number by the normal gravity value computed on the
 TE0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0986.degrees latitude (g = 980.6199 gals.).
 TE0986
 TE0986.The modeled gravity was interpolated from observed gravity values.
 TE0986
 TE0986;                    North         East    Units  Estimated Accuracy
 TE0986;SPC ND N     -   221,300.      721,030.      MT  (+/- 180 meters Scaled)
 TE0986
 TE0986                          SUPERSEDED SURVEY CONTROL
 TE0986
 TE0986  NGVD 29 (??/??/92)  478.241  (m)         1569.03   (f) ADJ UNCH    2 0
 TE0986
 TE0986.Superseded values are not recommended for survey control.
 TE0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0986.See file dsdata.txt to determine how the superseded data were derived.
 TE0986
 TE0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV112250(NAD 83)
 TE0986_MARKER: DB = BENCH MARK DISK
 TE0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0986_STAMPING: A 382 1940
 TE0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0986+STABILITY: SURFACE MOTION
 TE0986
 TE0986  HISTORY     - Date     Condition        Report By
 TE0986  HISTORY     - 1940     MONUMENTED       CGS
 TE0986
 TE0986                          STATION DESCRIPTION
 TE0986
 TE0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TE0986'7.0 MI W FROM HANNAH.
 TE0986'7.0 MILES W. OF HANNAH, ALONG SECTION LINE ROAD, AT CROSS ROADS, 36.0
 TE0986'FT. E. OF N.S. ROAD, 43.8 FT. S. OF THE CENTER OF E.W. ROAD, 0.4 FT.
 TE0986'N.E. OF WHITE MARKER POST, 4 IN. ABOVE GROUND.  A STANDARD DISK,
 TE0986'STAMPED A 382 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0045 ***********************************************************************
 RR0045  DESIGNATION -  A 383
 RR0045  PID         -  RR0045
 RR0045  STATE/COUNTY-  ND/EMMONS
 RR0045  USGS QUAD   -  GRASSNA NW (1971)
 RR0045
 RR0045                         *CURRENT SURVEY CONTROL
 RR0045  ___________________________________________________________________
 RR0045* NAD 83(1986)-  46 10 43.     (N)    100 22 49.     (W)     SCALED    
 RR0045* NAVD 88     -       548.319  (meters)    1798.94   (feet)  ADJUSTED  
 RR0045  ___________________________________________________________________
 RR0045  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RR0045  DYNAMIC HT  -         548.297 (meters)    1798.87  (feet)  COMP
 RR0045  MODELED GRAV-     980,557.2   (mgal)                       NAVD 88
 RR0045
 RR0045  VERT ORDER  -  FIRST     CLASS II
 RR0045
 RR0045.The horizontal coordinates were scaled from a topographic map and have
 RR0045.an estimated accuracy of +/- 6 seconds.
 RR0045
 RR0045.The orthometric height was determined by differential leveling
 RR0045.and adjusted by the National Geodetic Survey in June 1991..
 RR0045
 RR0045.The geoid height was determined by GEOID03.
 RR0045
 RR0045.The dynamic height is computed by dividing the NAVD 88
 RR0045.geopotential number by the normal gravity value computed on the
 RR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0045.degrees latitude (g = 980.6199 gals.).
 RR0045
 RR0045.The modeled gravity was interpolated from observed gravity values.
 RR0045
 RR0045;                    North         East    Units  Estimated Accuracy
 RR0045;SPC ND S     -    56,910.      609,240.      MT  (+/- 180 meters Scaled)
 RR0045
 RR0045                          SUPERSEDED SURVEY CONTROL
 RR0045
 RR0045  NGVD 29 (??/??/92)  547.922  (m)         1797.64   (f) ADJ UNCH    1 2
 RR0045
 RR0045.Superseded values are not recommended for survey control.
 RR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0045.See file dsdata.txt to determine how the superseded data were derived.
 RR0045
 RR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS934148(NAD 83)
 RR0045_MARKER: DB = BENCH MARK DISK
 RR0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0045_STAMPING: A 383 1945
 RR0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0045+STABILITY: SURFACE MOTION
 RR0045
 RR0045  HISTORY     - Date     Condition        Report By
 RR0045  HISTORY     - 1945     MONUMENTED       CGS
 RR0045  HISTORY     - 1949     GOOD             NGS
 RR0045  HISTORY     - 1957     MARK NOT FOUND   NGS
 RR0045
 RR0045                          STATION DESCRIPTION
 RR0045
 RR0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0045'14.4 MI SW FROM LINTON.
 RR0045'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0045'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0045'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0045'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0045'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 0.2 MILE WEST ALONG A
 RR0045'GRADED DIRT ROAD, ABOUT 0.4 MILE SOUTHEAST OF A SMALL BUTTE, AND ON
 RR0045'THE WEST SLOPE OF A HILL, 73 YARDS (PACED) EAST OF A SMALL WOODEN
 RR0045'BRIDGE, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.0 FEET NORTH
 RR0045'OF A FENCE LINE, 1.0 FOOT WEST OF A REFERENCE POST, AND SET IN THE TOP
 RR0045'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RR0045
 RR0045                          STATION RECOVERY (1957)
 RR0045
 RR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0099 ***********************************************************************
 RR0099  DESIGNATION -  A 384
 RR0099  PID         -  RR0099
 RR0099  STATE/COUNTY-  ND/EMMONS
 RR0099  USGS QUAD   -  CANNON BALL SE (1968)
 RR0099
 RR0099                         *CURRENT SURVEY CONTROL
 RR0099  ___________________________________________________________________
 RR0099* NAD 83(1986)-  46 16 32.     (N)    100 31 29.     (W)     SCALED    
 RR0099* NAVD 88     -       558.270  (meters)    1831.59   (feet)  ADJUSTED  
 RR0099  ___________________________________________________________________
 RR0099  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0099  DYNAMIC HT  -         558.259 (meters)    1831.55  (feet)  COMP
 RR0099  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 RR0099
 RR0099  VERT ORDER  -  SECOND    CLASS 0
 RR0099
 RR0099.The horizontal coordinates were scaled from a topographic map and have
 RR0099.an estimated accuracy of +/- 6 seconds.
 RR0099
 RR0099.The orthometric height was determined by differential leveling
 RR0099.and adjusted by the National Geodetic Survey in June 1991..
 RR0099
 RR0099.The geoid height was determined by GEOID03.
 RR0099
 RR0099.The dynamic height is computed by dividing the NAVD 88
 RR0099.geopotential number by the normal gravity value computed on the
 RR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0099.degrees latitude (g = 980.6199 gals.).
 RR0099
 RR0099.The modeled gravity was interpolated from observed gravity values.
 RR0099
 RR0099;                    North         East    Units  Estimated Accuracy
 RR0099;SPC ND S     -    67,680.      598,090.      MT  (+/- 180 meters Scaled)
 RR0099
 RR0099                          SUPERSEDED SURVEY CONTROL
 RR0099
 RR0099  NGVD 29 (??/??/92)  557.883  (m)         1830.32   (f) ADJ UNCH    2 0
 RR0099
 RR0099.Superseded values are not recommended for survey control.
 RR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0099.See file dsdata.txt to determine how the superseded data were derived.
 RR0099
 RR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS825257(NAD 83)
 RR0099_MARKER: DB = BENCH MARK DISK
 RR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0099_STAMPING: A 384 1945
 RR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0099+STABILITY: SURFACE MOTION
 RR0099
 RR0099  HISTORY     - Date     Condition        Report By
 RR0099  HISTORY     - 1945     MONUMENTED       CGS
 RR0099  HISTORY     - 1972     GOOD             NDHD
 RR0099
 RR0099                          STATION DESCRIPTION
 RR0099
 RR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0099'37.2 MI W FROM LINTON.
 RR0099'TO REACH THE MARK FROM THE RAILROAD STATION AT LINTON, NORTH DAKOTA,
 RR0099'GO 4.5 MILES SOUTH ALONG HIGHWAY NO. 83 TO A DIRT ROAD RUNNING EAST
 RR0099'AND WEST, THENCE WEST FOR 23.1 MILES TO A POINT WHERE THE ROAD TURNS
 RR0099'NORTH, THENCE GO NORTH 9.6 MILES TO THE INTERSECTION OF TWO GRADED
 RR0099'DIRT ROADS.  61.0 FEET WEST OF THE CENTER LINE OF THE NORTH AND SOUTH
 RR0099'ROAD.  30.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 RR0099'EAST AND WEST ROAD.  28.0 FEET WEST OF A FENCE CORNER.  1.0 FOOT SOUTH
 RR0099'OF A FENCE.  1.0 FOOT EAST OF A 4X4 INCH WHITE WOODEN WITNESS POST.
 RR0099'STAMPED A 384 1945.
 RR0099
 RR0099                          STATION RECOVERY (1972)
 RR0099
 RR0099'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1972
 RR0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0305 ***********************************************************************
 RR0305  DESIGNATION -  A 385
 RR0305  PID         -  RR0305
 RR0305  STATE/COUNTY-  ND/MORTON
 RR0305  USGS QUAD   -  BISMARCK (1976)
 RR0305
 RR0305                         *CURRENT SURVEY CONTROL
 RR0305  ___________________________________________________________________
 RR0305* NAD 83(1986)-  46 50 31.     (N)    100 52 11.     (W)     SCALED    
 RR0305* NAVD 88     -       505.356  (meters)    1657.99   (feet)  ADJUSTED  
 RR0305  ___________________________________________________________________
 RR0305  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RR0305  DYNAMIC HT  -         505.365 (meters)    1658.02  (feet)  COMP
 RR0305  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 RR0305
 RR0305  VERT ORDER  -  SECOND    CLASS 0
 RR0305
 RR0305.The horizontal coordinates were scaled from a topographic map and have
 RR0305.an estimated accuracy of +/- 6 seconds.
 RR0305
 RR0305.The orthometric height was determined by differential leveling
 RR0305.and adjusted by the National Geodetic Survey in June 1991..
 RR0305
 RR0305.The geoid height was determined by GEOID03.
 RR0305
 RR0305.The dynamic height is computed by dividing the NAVD 88
 RR0305.geopotential number by the normal gravity value computed on the
 RR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0305.degrees latitude (g = 980.6199 gals.).
 RR0305
 RR0305.The modeled gravity was interpolated from observed gravity values.
 RR0305
 RR0305;                    North         East    Units  Estimated Accuracy
 RR0305;SPC ND S     -   130,710.      571,800.      MT  (+/- 180 meters Scaled)
 RR0305
 RR0305                          SUPERSEDED SURVEY CONTROL
 RR0305
 RR0305  NGVD 29 (??/??/92)  505.002  (m)         1656.83   (f) ADJ UNCH    2 0
 RR0305
 RR0305.Superseded values are not recommended for survey control.
 RR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0305.See file dsdata.txt to determine how the superseded data were derived.
 RR0305
 RR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS574892(NAD 83)
 RR0305_MARKER: DB = BENCH MARK DISK
 RR0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0305_STAMPING: A 385 1946
 RR0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0305+STABILITY: SURFACE MOTION
 RR0305
 RR0305  HISTORY     - Date     Condition        Report By
 RR0305  HISTORY     - 1946     MONUMENTED       CGS
 RR0305  HISTORY     - 1956     GOOD             NGS
 RR0305  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 RR0305
 RR0305                          STATION DESCRIPTION
 RR0305
 RR0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0305'2.0 MI N FROM MANDAN.
 RR0305'ABOUT 2.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0305'STATION AT MANDAN, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF THE
 RR0305'RAILROAD AND U.S. HIGHWAY NO. 10, 90 YARDS NORTH OF MILE POST 1, 19.0
 RR0305'FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 RR0305'TRACK, 28.0 FEET NORTH OF A TELEPHONE POLE AND 1.0 FOOT SOUTH OF A 4 X
 RR0305'4 IN. MARKER POST.  A BRONZE DISK STAMPED A 385 1946 SET IN THE TOP OF
 RR0305'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 RR0305
 RR0305                          STATION RECOVERY (1956)
 RR0305
 RR0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0305'RECOVERED IN GOOD CONDITION.
 RR0305
 RR0305                          STATION RECOVERY (1980)
 RR0305
 RR0305'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 RR0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1155 ***********************************************************************
 TG1155  DESIGNATION -  A 387
 TG1155  PID         -  TG1155
 TG1155  STATE/COUNTY-  ND/WILLIAMS
 TG1155  USGS QUAD   -  EPPING (1978)
 TG1155
 TG1155                         *CURRENT SURVEY CONTROL
 TG1155  ___________________________________________________________________
 TG1155* NAD 83(1986)-  48 16 58.     (N)    103 20 20.     (W)     SCALED    
 TG1155* NAVD 88     -       679.440  (meters)    2229.13   (feet)  ADJUSTED  
 TG1155  ___________________________________________________________________
 TG1155  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1155  DYNAMIC HT  -         679.533 (meters)    2229.43  (feet)  COMP
 TG1155  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 TG1155
 TG1155  VERT ORDER  -  FIRST     CLASS II
 TG1155
 TG1155.The horizontal coordinates were scaled from a topographic map and have
 TG1155.an estimated accuracy of +/- 6 seconds.
 TG1155
 TG1155.The orthometric height was determined by differential leveling
 TG1155.and adjusted by the National Geodetic Survey in June 1991..
 TG1155
 TG1155.The geoid height was determined by GEOID03.
 TG1155
 TG1155.The dynamic height is computed by dividing the NAVD 88
 TG1155.geopotential number by the normal gravity value computed on the
 TG1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1155.degrees latitude (g = 980.6199 gals.).
 TG1155
 TG1155.The modeled gravity was interpolated from observed gravity values.
 TG1155
 TG1155;                    North         East    Units  Estimated Accuracy
 TG1155;SPC ND N     -   146,510.      389,370.      MT  (+/- 180 meters Scaled)
 TG1155
 TG1155                          SUPERSEDED SURVEY CONTROL
 TG1155
 TG1155  NGVD 29 (??/??/92)  678.944  (m)         2227.50   (f) ADJ UNCH    1 2
 TG1155
 TG1155.Superseded values are not recommended for survey control.
 TG1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1155.See file dsdata.txt to determine how the superseded data were derived.
 TG1155
 TG1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP232490(NAD 83)
 TG1155_MARKER: DB = BENCH MARK DISK
 TG1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1155_SP_SET: CONCRETE DRILL HOLE
 TG1155_STAMPING: A 387 1946
 TG1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1155
 TG1155  HISTORY     - Date     Condition        Report By
 TG1155  HISTORY     - 1946     MONUMENTED       CGS
 TG1155  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1155
 TG1155                          STATION DESCRIPTION
 TG1155
 TG1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1155'1.0 MI E FROM EPPING.
 TG1155'ABOUT 1.0 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TG1155'AT EPPING, ABOUT SEVEN POLES WEST OF MILE POST 103, 45.0 FEET NORTH OF
 TG1155'AND ABOUT 20.0 FEET LOWER THAN THE CENTER LINE OF THE TRACK, ON TOP OF
 TG1155'THE EAST END OF THE NORTH HEADWALL OF A LARGE CONCRETE CULVERT. A
 TG1155'BRONZE DISK STAMPED A 387 1946 SET IN A DRILL HOLE IN CONCRETE.
 TG1155
 TG1155                          STATION RECOVERY (1981)
 TG1155
 TG1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1214 ***********************************************************************
 TG1214  DESIGNATION -  A 388
 TG1214  PID         -  TG1214
 TG1214  STATE/COUNTY-  ND/WILLIAMS
 TG1214  USGS QUAD   -  GAMACHE CREEK (1978)
 TG1214
 TG1214                         *CURRENT SURVEY CONTROL
 TG1214  ___________________________________________________________________
 TG1214* NAD 83(1986)-  48 09 15.     (N)    103 20 07.     (W)     SCALED    
 TG1214* NAVD 88     -       735.265  (meters)    2412.28   (feet)  ADJUSTED  
 TG1214  ___________________________________________________________________
 TG1214  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG1214  DYNAMIC HT  -         735.365 (meters)    2412.61  (feet)  COMP
 TG1214  MODELED GRAV-     980,722.3   (mgal)                       NAVD 88
 TG1214
 TG1214  VERT ORDER  -  SECOND    CLASS 0
 TG1214
 TG1214.The horizontal coordinates were scaled from a topographic map and have
 TG1214.an estimated accuracy of +/- 6 seconds.
 TG1214
 TG1214.The orthometric height was determined by differential leveling
 TG1214.and adjusted by the National Geodetic Survey in June 1991..
 TG1214
 TG1214.The geoid height was determined by GEOID03.
 TG1214
 TG1214.The dynamic height is computed by dividing the NAVD 88
 TG1214.geopotential number by the normal gravity value computed on the
 TG1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1214.degrees latitude (g = 980.6199 gals.).
 TG1214
 TG1214.The modeled gravity was interpolated from observed gravity values.
 TG1214
 TG1214;                    North         East    Units  Estimated Accuracy
 TG1214;SPC ND N     -   132,210.      389,110.      MT  (+/- 180 meters Scaled)
 TG1214
 TG1214                          SUPERSEDED SURVEY CONTROL
 TG1214
 TG1214  NGVD 29 (??/??/92)  734.770  (m)         2410.66   (f) ADJ UNCH    2 0
 TG1214
 TG1214.Superseded values are not recommended for survey control.
 TG1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1214.See file dsdata.txt to determine how the superseded data were derived.
 TG1214
 TG1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP238347(NAD 83)
 TG1214_MARKER: DB = BENCH MARK DISK
 TG1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1214_STAMPING: A 388 1946
 TG1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1214+STABILITY: SURFACE MOTION
 TG1214
 TG1214  HISTORY     - Date     Condition        Report By
 TG1214  HISTORY     - 1946     MONUMENTED       CGS
 TG1214  HISTORY     - 1960     GOOD             NGS
 TG1214
 TG1214                          STATION DESCRIPTION
 TG1214
 TG1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TG1214'14.2 MI E FROM WILLISTON.
 TG1214'14.2 MILES EAST ALONG A MAIN GRAVEL ROAD FROM THE INTERSECTION OF MAIN
 TG1214'STREET ONE BLOCK SOUTH OF THE POST OFFICE AT WILLISTON, WILLIAMS
 TG1214'COUNTY, 68 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 41 FEET SOUTH OF
 TG1214'THE EAST END OF A CORRUGATED-IRON CULVERT, 1 FOOT WEST OF A
 TG1214'QUARTER-SECTION FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 TG1214'POST, AND 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG1214'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- MARK IS 0.5 MILE EAST
 TG1214'OF CROSSROADS AT END OF ROAD IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1267 ***********************************************************************
 TG1267  DESIGNATION -  A 389
 TG1267  PID         -  TG1267
 TG1267  STATE/COUNTY-  ND/WILLIAMS
 TG1267  USGS QUAD   -  RAY SE (1978)
 TG1267
 TG1267                         *CURRENT SURVEY CONTROL
 TG1267  ___________________________________________________________________
 TG1267* NAD 83(1986)-  48 16 12.     (N)    103 06 51.     (W)     SCALED    
 TG1267* NAVD 88     -       681.127  (meters)    2234.66   (feet)  ADJUSTED  
 TG1267  ___________________________________________________________________
 TG1267  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1267  DYNAMIC HT  -         681.223 (meters)    2234.98  (feet)  COMP
 TG1267  MODELED GRAV-     980,729.0   (mgal)                       NAVD 88
 TG1267
 TG1267  VERT ORDER  -  SECOND    CLASS 0
 TG1267
 TG1267.The horizontal coordinates were scaled from a topographic map and have
 TG1267.an estimated accuracy of +/- 6 seconds.
 TG1267
 TG1267.The orthometric height was determined by differential leveling
 TG1267.and adjusted by the National Geodetic Survey in June 1991..
 TG1267
 TG1267.The geoid height was determined by GEOID03.
 TG1267
 TG1267.The dynamic height is computed by dividing the NAVD 88
 TG1267.geopotential number by the normal gravity value computed on the
 TG1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1267.degrees latitude (g = 980.6199 gals.).
 TG1267
 TG1267.The modeled gravity was interpolated from observed gravity values.
 TG1267
 TG1267;                    North         East    Units  Estimated Accuracy
 TG1267;SPC ND N     -   144,500.      405,990.      MT  (+/- 180 meters Scaled)
 TG1267
 TG1267                          SUPERSEDED SURVEY CONTROL
 TG1267
 TG1267  NGVD 29 (??/??/92)  680.633  (m)         2233.04   (f) ADJ UNCH    2 0
 TG1267
 TG1267.Superseded values are not recommended for survey control.
 TG1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1267.See file dsdata.txt to determine how the superseded data were derived.
 TG1267
 TG1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP399480(NAD 83)
 TG1267_MARKER: DB = BENCH MARK DISK
 TG1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1267_STAMPING: A 389 1946
 TG1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1267+STABILITY: SURFACE MOTION
 TG1267
 TG1267  HISTORY     - Date     Condition        Report By
 TG1267  HISTORY     - 1946     MONUMENTED       CGS
 TG1267  HISTORY     - 1975     GOOD             USGS
 TG1267
 TG1267                          STATION DESCRIPTION
 TG1267
 TG1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1267'7.1 MI SE FROM RAY.
 TG1267'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1267'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 7.0 MILES ALONG
 TG1267'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS 37.0 FEET NORTH
 TG1267'OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 3.0 FEET
 TG1267'NORTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE
 TG1267'AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 TG1267'A 389 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 TG1267'INCHES ABOVE GROUND.  NOTE-- IN T 155 N, R 97 W, SECTION 2, ABOUT 1300
 TG1267'FT W OF CORNER OF SECTIONS 1,2,11,12.
 TG1267
 TG1267                          STATION RECOVERY (1975)
 TG1267
 TG1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0218 ***********************************************************************
 RQ0218  DESIGNATION -  A 39
 RQ0218  PID         -  RQ0218
 RQ0218  STATE/COUNTY-  ND/LA MOURE
 RQ0218  USGS QUAD   -  JUD (1953)
 RQ0218
 RQ0218                         *CURRENT SURVEY CONTROL
 RQ0218  ___________________________________________________________________
 RQ0218* NAD 83(1986)-  46 34 09.     (N)    098 57 21.     (W)     SCALED    
 RQ0218* NAVD 88     -       556.035  (meters)    1824.26   (feet)  ADJUSTED  
 RQ0218  ___________________________________________________________________
 RQ0218  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 RQ0218  DYNAMIC HT  -         556.034 (meters)    1824.25  (feet)  COMP
 RQ0218  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 RQ0218
 RQ0218  VERT ORDER  -  SECOND    CLASS 0
 RQ0218
 RQ0218.The horizontal coordinates were scaled from a topographic map and have
 RQ0218.an estimated accuracy of +/- 6 seconds.
 RQ0218
 RQ0218.The orthometric height was determined by differential leveling
 RQ0218.and adjusted by the National Geodetic Survey in June 1991..
 RQ0218
 RQ0218.The geoid height was determined by GEOID03.
 RQ0218
 RQ0218.The dynamic height is computed by dividing the NAVD 88
 RQ0218.geopotential number by the normal gravity value computed on the
 RQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0218.degrees latitude (g = 980.6199 gals.).
 RQ0218
 RQ0218.The modeled gravity was interpolated from observed gravity values.
 RQ0218
 RQ0218;                    North         East    Units  Estimated Accuracy
 RQ0218;SPC ND S     -   101,480.      718,370.      MT  (+/- 180 meters Scaled)
 RQ0218
 RQ0218                          SUPERSEDED SURVEY CONTROL
 RQ0218
 RQ0218  NGVD 29 (??/??/92)  555.630  (m)         1822.93   (f) ADJ UNCH    2 0
 RQ0218
 RQ0218.Superseded values are not recommended for survey control.
 RQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0218.See file dsdata.txt to determine how the superseded data were derived.
 RQ0218
 RQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS033572(NAD 83)
 RQ0218_MARKER: DB = BENCH MARK DISK
 RQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0218_STAMPING: A 39 1934
 RQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0218+STABILITY: SURFACE MOTION
 RQ0218
 RQ0218  HISTORY     - Date     Condition        Report By
 RQ0218  HISTORY     - 1934     MONUMENTED       CGS
 RQ0218  HISTORY     - 1961     GOOD             NGS
 RQ0218
 RQ0218                          STATION DESCRIPTION
 RQ0218
 RQ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0218'3.2 MI SE FROM ALFRED.
 RQ0218'3.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE WATER
 RQ0218'TANK AT ALFRED, 2 POLES NORTHWEST OF MILEPOST 125, AT A ROAD CROSSING,
 RQ0218'45 FEET SOUTHEAST OF THE ROAD, 33 FEET SOUTHWEST OF THE CENTERLINE OF
 RQ0218'THE TRACK, 7 FEET SOUTHEAST OF A POLE AND 3 FEET LOWER THAN THE TRACK.
 RQ0218'A STANDARD DISK, STAMPED A 39 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0218'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0910 ***********************************************************************
 TG0910  DESIGNATION -  A 390
 TG0910  PID         -  TG0910
 TG0910  STATE/COUNTY-  ND/MOUNTRAIL
 TG0910  USGS QUAD   -  RAT LAKE (1981)
 TG0910
 TG0910                         *CURRENT SURVEY CONTROL
 TG0910  ___________________________________________________________________
 TG0910* NAD 83(1986)-  48 07 51.     (N)    102 44 58.     (W)     SCALED    
 TG0910* NAVD 88     -       574.150  (meters)    1883.69   (feet)  ADJUSTED  
 TG0910  ___________________________________________________________________
 TG0910  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG0910  DYNAMIC HT  -         574.227 (meters)    1883.94  (feet)  COMP
 TG0910  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 TG0910
 TG0910  VERT ORDER  -  SECOND    CLASS 0
 TG0910
 TG0910.The horizontal coordinates were scaled from a topographic map and have
 TG0910.an estimated accuracy of +/- 6 seconds.
 TG0910
 TG0910.The orthometric height was determined by differential leveling
 TG0910.and adjusted by the National Geodetic Survey in June 1991..
 TG0910
 TG0910.The geoid height was determined by GEOID03.
 TG0910
 TG0910.The dynamic height is computed by dividing the NAVD 88
 TG0910.geopotential number by the normal gravity value computed on the
 TG0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0910.degrees latitude (g = 980.6199 gals.).
 TG0910
 TG0910.The modeled gravity was interpolated from observed gravity values.
 TG0910
 TG0910;                    North         East    Units  Estimated Accuracy
 TG0910;SPC ND N     -   128,170.      432,590.      MT  (+/- 180 meters Scaled)
 TG0910
 TG0910                          SUPERSEDED SURVEY CONTROL
 TG0910
 TG0910  NGVD 29 (??/??/92)  573.673  (m)         1882.13   (f) ADJ UNCH    2 0
 TG0910
 TG0910.Superseded values are not recommended for survey control.
 TG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0910.See file dsdata.txt to determine how the superseded data were derived.
 TG0910
 TG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP674332(NAD 83)
 TG0910_MARKER: DB = BENCH MARK DISK
 TG0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0910_STAMPING: A 390 1946
 TG0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0910+STABILITY: SURFACE MOTION
 TG0910
 TG0910  HISTORY     - Date     Condition        Report By
 TG0910  HISTORY     - 1946     MONUMENTED       CGS
 TG0910  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG0910
 TG0910                          STATION DESCRIPTION
 TG0910
 TG0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0910'15.5 MI NW FROM SANISH.
 TG0910'ABOUT 15.5 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0910'OFFICE AT SANISH, ABOUT 150 YARDS NORTHEAST OF A CONCRETE TUBE
 TG0910'CULVERT, 67.5 FEET SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE, 35.0
 TG0910'FEET SOUTHEAST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 TG0910'ROAD, 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 TG0910'A 390 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 TG0910'INCHES ABOVE GROUND.  NOTE-- RD. REGRADED AND CHANGED.
 TG0910
 TG0910                          STATION RECOVERY (1975)
 TG0910
 TG0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0012 ***********************************************************************
 SO0012  DESIGNATION -  A 392
 SO0012  PID         -  SO0012
 SO0012  STATE/COUNTY-  ND/MCLEAN
 SO0012  USGS QUAD   -  RAUB NW (1967)
 SO0012
 SO0012                         *CURRENT SURVEY CONTROL
 SO0012  ___________________________________________________________________
 SO0012* NAD 83(1986)-  47 42 27.     (N)    102 14 12.     (W)     SCALED    
 SO0012* NAVD 88     -       539.370  (meters)    1769.58   (feet)  ADJUSTED  
 SO0012  ___________________________________________________________________
 SO0012  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0012  DYNAMIC HT  -         539.441 (meters)    1769.82  (feet)  COMP
 SO0012  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 SO0012
 SO0012  VERT ORDER  -  SECOND    CLASS 0
 SO0012
 SO0012.The horizontal coordinates were scaled from a topographic map and have
 SO0012.an estimated accuracy of +/- 6 seconds.
 SO0012
 SO0012.The orthometric height was determined by differential leveling
 SO0012.and adjusted by the National Geodetic Survey in June 1991..
 SO0012
 SO0012.The geoid height was determined by GEOID03.
 SO0012
 SO0012.The dynamic height is computed by dividing the NAVD 88
 SO0012.geopotential number by the normal gravity value computed on the
 SO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0012.degrees latitude (g = 980.6199 gals.).
 SO0012
 SO0012.The modeled gravity was interpolated from observed gravity values.
 SO0012
 SO0012;                    North         East    Units  Estimated Accuracy
 SO0012;SPC ND N     -    80,130.      469,690.      MT  (+/- 180 meters Scaled)
 SO0012
 SO0012                          SUPERSEDED SURVEY CONTROL
 SO0012
 SO0012  NGVD 29 (??/??/92)  538.955  (m)         1768.22   (f) ADJ UNCH    2 0
 SO0012
 SO0012.Superseded values are not recommended for survey control.
 SO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0012.See file dsdata.txt to determine how the superseded data were derived.
 SO0012
 SO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN072874(NAD 83)
 SO0012_MARKER: DB = BENCH MARK DISK
 SO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0012_STAMPING: A 392 1946
 SO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0012+STABILITY: SURFACE MOTION
 SO0012
 SO0012  HISTORY     - Date     Condition        Report By
 SO0012  HISTORY     - 1946     MONUMENTED       CGS
 SO0012
 SO0012                          STATION DESCRIPTION
 SO0012
 SO0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0012'13.4 MI SE FROM SHELL CREEK.
 SO0012'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO EASTERLY 3.4 MILES
 SO0012'ALONG A GRAVELED ROAD, THENCE SOUTHERLY 10.0 MILES ALONG A GRADED DIRT
 SO0012'ROAD TO SITE OF MARK, BENCH MARK IS 113.0 FEET NORTHEAST OF THE EAST
 SO0012'END OF A CORRUGATED IRON CULVERT, 41.0 FEET EAST OF AND ABOUT 1.5 FEET
 SO0012'LOWER THAN THE CENTER LINE OF THE ROAD, 6.6 FEET NORTH OF A TELEPHONE
 SO0012'POLE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN.
 SO0012'MARKER POST.  A BRONZE DISK STAMPED A 392 1946 SET IN THE TOP OF A
 SO0012'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0164 ***********************************************************************
 SO0164  DESIGNATION -  A 393
 SO0164  PID         -  SO0164
 SO0164  STATE/COUNTY-  ND/MCLEAN
 SO0164  USGS QUAD   -  RAUB SE (1967)
 SO0164
 SO0164                         *CURRENT SURVEY CONTROL
 SO0164  ___________________________________________________________________
 SO0164* NAD 83(1986)-  47 35 47.     (N)    102 05 02.     (W)     SCALED    
 SO0164* NAVD 88     -       557.070  (meters)    1827.65   (feet)  ADJUSTED  
 SO0164  ___________________________________________________________________
 SO0164  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 SO0164  DYNAMIC HT  -         557.130 (meters)    1827.85  (feet)  COMP
 SO0164  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 SO0164
 SO0164  VERT ORDER  -  SECOND    CLASS 0
 SO0164
 SO0164.The horizontal coordinates were scaled from a topographic map and have
 SO0164.an estimated accuracy of +/- 6 seconds.
 SO0164
 SO0164.The orthometric height was determined by differential leveling
 SO0164.and adjusted by the National Geodetic Survey in June 1991..
 SO0164
 SO0164.The geoid height was determined by GEOID03.
 SO0164
 SO0164.The dynamic height is computed by dividing the NAVD 88
 SO0164.geopotential number by the normal gravity value computed on the
 SO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0164.degrees latitude (g = 980.6199 gals.).
 SO0164
 SO0164.The modeled gravity was interpolated from observed gravity values.
 SO0164
 SO0164;                    North         East    Units  Estimated Accuracy
 SO0164;SPC ND N     -    67,530.      480,890.      MT  (+/- 180 meters Scaled)
 SO0164
 SO0164                          SUPERSEDED SURVEY CONTROL
 SO0164
 SO0164  NGVD 29 (??/??/92)  556.660  (m)         1826.31   (f) ADJ UNCH    2 0
 SO0164
 SO0164.Superseded values are not recommended for survey control.
 SO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0164.See file dsdata.txt to determine how the superseded data were derived.
 SO0164
 SO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN192755(NAD 83)
 SO0164_MARKER: DB = BENCH MARK DISK
 SO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0164_STAMPING: A 393 1946
 SO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0164+STABILITY: SURFACE MOTION
 SO0164
 SO0164  HISTORY     - Date     Condition        Report By
 SO0164  HISTORY     - 1946     MONUMENTED       CGS
 SO0164  HISTORY     - 1958     GOOD             NGS
 SO0164
 SO0164                          STATION DESCRIPTION
 SO0164
 SO0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0164'10 MI SSW FROM RAUB.
 SO0164'4.0 MILES NORTHEAST OF ELBOWOODS, MCLEAN COUNTY.  THIS BENCH MARK MAY
 SO0164'BE REACHED FROM THE HIGH SCHOOL BY GOING 0.5 MILE NORTH ALONG A GRAVEL
 SO0164'ROAD, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 8, AND THENCE 3.2 MILES
 SO0164'NORTHEAST ALONG A GRAVEL ROAD.  IT IS AT THE T-JUNCTION OF A DIRT ROAD
 SO0164'LEADING SOUTHEAST, 57 FEET NORTHEAST OF THE CENTERLINE OF THE DIRT
 SO0164'ROAD, 55 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD, 47
 SO0164'FEET WEST-NORTHWEST OF A POLE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 SO0164'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 393 1946
 SO0164'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 SO0164'GROUND.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED FROM ELBOWOODS BUT
 SO0164'THIS VILLAGE SITE IS NOW UNDER WATERS OF THE GARRISON RESERVOIR. TO
 SO0164'REACH FROM RAUB GO SOUTH FOR 5.0 MILES, WEST FOR 0.75 MILE, SOUTH FOR
 SO0164'4.8 MILES TO FORKS, TAKE RIGHT FORK FOR 2.15 MILES TO MARK ON LEFT
 SO0164'JUST BEFORE REACHING FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0831 ***********************************************************************
 TG0831  DESIGNATION -  A 395
 TG0831  PID         -  TG0831
 TG0831  STATE/COUNTY-  ND/MOUNTRAIL
 TG0831  USGS QUAD   -  TIOGA SE (1979)
 TG0831
 TG0831                         *CURRENT SURVEY CONTROL
 TG0831  ___________________________________________________________________
 TG0831* NAD 83(1986)-  48 22 28.     (N)    102 45 11.     (W)     SCALED    
 TG0831* NAVD 88     -       647.621  (meters)    2124.74   (feet)  ADJUSTED  
 TG0831  ___________________________________________________________________
 TG0831  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0831  DYNAMIC HT  -         647.726 (meters)    2125.08  (feet)  COMP
 TG0831  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TG0831
 TG0831  VERT ORDER  -  FIRST     CLASS II
 TG0831
 TG0831.The horizontal coordinates were scaled from a topographic map and have
 TG0831.an estimated accuracy of +/- 6 seconds.
 TG0831
 TG0831.The orthometric height was determined by differential leveling
 TG0831.and adjusted by the National Geodetic Survey in June 1991..
 TG0831
 TG0831.The geoid height was determined by GEOID03.
 TG0831
 TG0831.The dynamic height is computed by dividing the NAVD 88
 TG0831.geopotential number by the normal gravity value computed on the
 TG0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0831.degrees latitude (g = 980.6199 gals.).
 TG0831
 TG0831.The modeled gravity was interpolated from observed gravity values.
 TG0831
 TG0831;                    North         East    Units  Estimated Accuracy
 TG0831;SPC ND N     -   155,260.      433,120.      MT  (+/- 180 meters Scaled)
 TG0831
 TG0831                          SUPERSEDED SURVEY CONTROL
 TG0831
 TG0831  NGVD 29 (??/??/92)  647.146  (m)         2123.18   (f) ADJ UNCH    1 2
 TG0831
 TG0831.Superseded values are not recommended for survey control.
 TG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0831.See file dsdata.txt to determine how the superseded data were derived.
 TG0831
 TG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP663603(NAD 83)
 TG0831_MARKER: DB = BENCH MARK DISK
 TG0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0831_SP_SET: ABUTMENT
 TG0831_STAMPING: A 395 1946
 TG0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0831
 TG0831  HISTORY     - Date     Condition        Report By
 TG0831  HISTORY     - 1946     MONUMENTED       CGS
 TG0831  HISTORY     - 1963     GOOD             NGS
 TG0831
 TG0831                          STATION DESCRIPTION
 TG0831
 TG0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0831'1.0 MI SE FROM WHITE EARTH.
 TG0831'1.0 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0831'AT WHITE EARTH, ABOUT 0.45 MILE SOUTHEAST OF MILEPOST 73, SET IN THE
 TG0831'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 TG0831'50-FOOT BRIDGE NUMBERED 190.5, 6.5 FEET SOUTHWEST OF THE SOUTHWEST
 TG0831'RAIL, 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND
 TG0831'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, S 31, R 93 W, T 157 N.
 TG0831'NOTE-- THE SOUTHEAST PORTION OF THIS DISK IS UNDER A 6 X 6 IN. WOODEN
 TG0831'BEAM SUPPORTING A WALK ACROSS THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0532 ***********************************************************************
 SO0532  DESIGNATION -  A 396
 SO0532  PID         -  SO0532
 SO0532  STATE/COUNTY-  ND/MCKENZIE
 SO0532  USGS QUAD   -  WATFORD CITY (1978)
 SO0532
 SO0532                         *CURRENT SURVEY CONTROL
 SO0532  ___________________________________________________________________
 SO0532* NAD 83(1986)-  47 48 16.     (N)    103 15 37.     (W)     SCALED    
 SO0532* NAVD 88     -       626.048  (meters)    2053.96   (feet)  ADJUSTED  
 SO0532  ___________________________________________________________________
 SO0532  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0532  DYNAMIC HT  -         626.108 (meters)    2054.16  (feet)  COMP
 SO0532  MODELED GRAV-     980,687.4   (mgal)                       NAVD 88
 SO0532
 SO0532  VERT ORDER  -  SECOND    CLASS 0
 SO0532
 SO0532.This mark is at Watford City Airport (S25)
 SO0532
 SO0532.The horizontal coordinates were scaled from a topographic map and have
 SO0532.an estimated accuracy of +/- 6 seconds.
 SO0532
 SO0532.The orthometric height was determined by differential leveling
 SO0532.and adjusted by the National Geodetic Survey in June 1991..
 SO0532
 SO0532.The geoid height was determined by GEOID03.
 SO0532
 SO0532.The dynamic height is computed by dividing the NAVD 88
 SO0532.geopotential number by the normal gravity value computed on the
 SO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0532.degrees latitude (g = 980.6199 gals.).
 SO0532
 SO0532.The modeled gravity was interpolated from observed gravity values.
 SO0532
 SO0532;                    North         East    Units  Estimated Accuracy
 SO0532;SPC ND N     -    93,140.      393,290.      MT  (+/- 180 meters Scaled)
 SO0532
 SO0532                          SUPERSEDED SURVEY CONTROL
 SO0532
 SO0532  NGVD 29 (??/??/92)  625.528  (m)         2052.25   (f) ADJ UNCH    2 0
 SO0532
 SO0532.Superseded values are not recommended for survey control.
 SO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0532.See file dsdata.txt to determine how the superseded data were derived.
 SO0532
 SO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN302960(NAD 83)
 SO0532_MARKER: DB = BENCH MARK DISK
 SO0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0532_STAMPING: A 396 1946
 SO0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0532+STABILITY: SURFACE MOTION
 SO0532
 SO0532  HISTORY     - Date     Condition        Report By
 SO0532  HISTORY     - 1946     MONUMENTED       CGS
 SO0532  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0532
 SO0532                          STATION DESCRIPTION
 SO0532
 SO0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0532'1.2 MI E FROM WATFORD CITY.
 SO0532'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0532'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 0.05 MILE NORTH
 SO0532'ALONG A GRAVELED COUNTY ROAD TO THE MARK AT AIRPORT, 81 FEET EAST OF
 SO0532'THE CENTER LINE OF THE GRAVELED ROAD, 45 FEET SOUTH OF THE SOUTHEAST
 SO0532'CORNER OF A SMALL HANGAR, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST, 2
 SO0532'FEET EAST OF A NORTH-SOUTH FENCE LINE.  NOTE-- CONSTRUCTION IN THE
 SO0532'AREA.
 SO0532
 SO0532                          STATION RECOVERY (1975)
 SO0532
 SO0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1288 ***********************************************************************
 TG1288  DESIGNATION -  A 397
 TG1288  PID         -  TG1288
 TG1288  STATE/COUNTY-  ND/MCKENZIE
 TG1288  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1288
 TG1288                         *CURRENT SURVEY CONTROL
 TG1288  ___________________________________________________________________
 TG1288* NAD 83(1986)-  48 02 21.     (N)    103 07 10.     (W)     SCALED    
 TG1288* NAVD 88     -       606.807  (meters)    1990.83   (feet)  ADJUSTED  
 TG1288  ___________________________________________________________________
 TG1288  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 TG1288  DYNAMIC HT  -         606.881 (meters)    1991.08  (feet)  COMP
 TG1288  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 TG1288
 TG1288  VERT ORDER  -  SECOND    CLASS 0
 TG1288
 TG1288.The horizontal coordinates were scaled from a topographic map and have
 TG1288.an estimated accuracy of +/- 6 seconds.
 TG1288
 TG1288.The orthometric height was determined by differential leveling
 TG1288.and adjusted by the National Geodetic Survey in June 1991..
 TG1288
 TG1288.The geoid height was determined by GEOID03.
 TG1288
 TG1288.The dynamic height is computed by dividing the NAVD 88
 TG1288.geopotential number by the normal gravity value computed on the
 TG1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1288.degrees latitude (g = 980.6199 gals.).
 TG1288
 TG1288.The modeled gravity was interpolated from observed gravity values.
 TG1288
 TG1288;                    North         East    Units  Estimated Accuracy
 TG1288;SPC ND N     -   118,860.      404,720.      MT  (+/- 180 meters Scaled)
 TG1288
 TG1288                          SUPERSEDED SURVEY CONTROL
 TG1288
 TG1288  NGVD 29 (??/??/92)  606.314  (m)         1989.22   (f) ADJ UNCH    2 0
 TG1288
 TG1288.Superseded values are not recommended for survey control.
 TG1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1288.See file dsdata.txt to determine how the superseded data were derived.
 TG1288
 TG1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP401223(NAD 83)
 TG1288_MARKER: DB = BENCH MARK DISK
 TG1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1288_STAMPING: A 397 1946
 TG1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1288+STABILITY: SURFACE MOTION
 TG1288
 TG1288  HISTORY     - Date     Condition        Report By
 TG1288  HISTORY     - 1946     MONUMENTED       CGS
 TG1288
 TG1288                          STATION DESCRIPTION
 TG1288
 TG1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1288'27.5 MI NE FROM WATFORD CITY.
 TG1288'ABOUT 3.4 MILES EAST ALONG NORTH DAKOTA STATE HIGHWAY NO. 23 FROM THE
 TG1288'GREAT NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES
 TG1288'NORTH ALONG A GRAVELED ROAD TO THE BANKS SCHOOL, THENCE 4.9 MILES
 TG1288'NORTHEAST TO A T-ROAD INTERSECTION ABOUT 0.1 MILE EAST OF THE TOBACCO
 TG1288'CREEK BRIDGE, THENCE 2.3 MILES SOUTH, 270 FEET NORTH OF A FENCE
 TG1288'CORNER, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A
 TG1288'NORTH-SOUTH FENCE, 3 FEET NORTH OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0503 ***********************************************************************
 SO0503  DESIGNATION -  A 398
 SO0503  PID         -  SO0503
 SO0503  STATE/COUNTY-  ND/DUNN
 SO0503  USGS QUAD   -  MANDAREE NE (1970)
 SO0503
 SO0503                         *CURRENT SURVEY CONTROL
 SO0503  ___________________________________________________________________
 SO0503* NAD 83(1986)-  47 44 22.     (N)    102 35 15.     (W)     SCALED    
 SO0503* NAVD 88     -       690.608  (meters)    2265.77   (feet)  ADJUSTED  
 SO0503  ___________________________________________________________________
 SO0503  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SO0503  DYNAMIC HT  -         690.675 (meters)    2265.99  (feet)  COMP
 SO0503  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 SO0503
 SO0503  VERT ORDER  -  SECOND    CLASS 0
 SO0503
 SO0503.The horizontal coordinates were scaled from a topographic map and have
 SO0503.an estimated accuracy of +/- 6 seconds.
 SO0503
 SO0503.The orthometric height was determined by differential leveling
 SO0503.and adjusted by the National Geodetic Survey in June 1991..
 SO0503
 SO0503.The geoid height was determined by GEOID03.
 SO0503
 SO0503.The dynamic height is computed by dividing the NAVD 88
 SO0503.geopotential number by the normal gravity value computed on the
 SO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0503.degrees latitude (g = 980.6199 gals.).
 SO0503
 SO0503.The modeled gravity was interpolated from observed gravity values.
 SO0503
 SO0503;                    North         East    Units  Estimated Accuracy
 SO0503;SPC ND S     -   232,500.      443,450.      MT  (+/- 180 meters Scaled)
 SO0503
 SO0503                          SUPERSEDED SURVEY CONTROL
 SO0503
 SO0503  NGVD 29 (??/??/92)  690.134  (m)         2264.21   (f) ADJ UNCH    2 0
 SO0503
 SO0503.Superseded values are not recommended for survey control.
 SO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0503.See file dsdata.txt to determine how the superseded data were derived.
 SO0503
 SO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN808901(NAD 83)
 SO0503_MARKER: DB = BENCH MARK DISK
 SO0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0503_STAMPING: A 398 1946
 SO0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0503+STABILITY: SURFACE MOTION
 SO0503
 SO0503  HISTORY     - Date     Condition        Report By
 SO0503  HISTORY     - 1946     MONUMENTED       CGS
 SO0503  HISTORY     - 1970     MARK NOT FOUND   USGS
 SO0503
 SO0503                          STATION DESCRIPTION
 SO0503
 SO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0503'23.8 MI S FROM SANISH.
 SO0503'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0503'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0503'GRAVELED ROAD (THIS ROAD GRADUALLY DIMINISHES TO A DIRT TRACK ROAD) TO
 SO0503'A Y-ROAD INTERSECTION, THENCE SOUTH ALONG A TRACK ROAD FOR 0.1 MILE TO
 SO0503'MARK AT FENCE CORNER, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 10
 SO0503'FEET WEST OF A FENCE CORNER, 3 FEET EAST OF A 4 X 4 IN. MARKER POST.
 SO0503
 SO0503                          STATION RECOVERY (1970)
 SO0503
 SO0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SO0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0195 ***********************************************************************
 SO0195  DESIGNATION -  A 399
 SO0195  PID         -  SO0195
 SO0195  STATE/COUNTY-  ND/DUNN
 SO0195  USGS QUAD   -  STRING BUTTES (1970)
 SO0195
 SO0195                         *CURRENT SURVEY CONTROL
 SO0195  ___________________________________________________________________
 SO0195* NAD 83(1986)-  47 43 58.     (N)    102 22 33.     (W)     SCALED    
 SO0195* NAVD 88     -       670.004  (meters)    2198.17   (feet)  ADJUSTED  
 SO0195  ___________________________________________________________________
 SO0195  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 SO0195  DYNAMIC HT  -         670.079 (meters)    2198.42  (feet)  COMP
 SO0195  MODELED GRAV-     980,701.4   (mgal)                       NAVD 88
 SO0195
 SO0195  VERT ORDER  -  SECOND    CLASS 0
 SO0195
 SO0195.The horizontal coordinates were scaled from a topographic map and have
 SO0195.an estimated accuracy of +/- 6 seconds.
 SO0195
 SO0195.The orthometric height was determined by differential leveling
 SO0195.and adjusted by the National Geodetic Survey in June 1991..
 SO0195
 SO0195.The geoid height was determined by GEOID03.
 SO0195
 SO0195.The dynamic height is computed by dividing the NAVD 88
 SO0195.geopotential number by the normal gravity value computed on the
 SO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0195.degrees latitude (g = 980.6199 gals.).
 SO0195
 SO0195.The modeled gravity was interpolated from observed gravity values.
 SO0195
 SO0195;                    North         East    Units  Estimated Accuracy
 SO0195;SPC ND S     -   231,360.      459,300.      MT  (+/- 180 meters Scaled)
 SO0195
 SO0195                          SUPERSEDED SURVEY CONTROL
 SO0195
 SO0195  NGVD 29 (??/??/92)  669.560  (m)         2196.71   (f) ADJ UNCH    2 0
 SO0195
 SO0195.Superseded values are not recommended for survey control.
 SO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0195.See file dsdata.txt to determine how the superseded data were derived.
 SO0195
 SO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN967899(NAD 83)
 SO0195_MARKER: DB = BENCH MARK DISK
 SO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0195_STAMPING: A 399 1946
 SO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0195+STABILITY: SURFACE MOTION
 SO0195
 SO0195  HISTORY     - Date     Condition        Report By
 SO0195  HISTORY     - 1946     MONUMENTED       CGS
 SO0195
 SO0195                          STATION DESCRIPTION
 SO0195
 SO0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0195'35.1 MI S FROM SANISH.
 SO0195'IN DUNN COUNTY, 35.1 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0195'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0195'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0195'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0195'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 11.4 MILES EAST
 SO0195'ALONG A DIRT TRACK ROAD.  IT IS ON A FLAT DIVIDE, 0.5 MILE WEST OF THE
 SO0195'HIGHEST HILL IN THE LOCALITY, 250 FEET SOUTH OF A THICKET OF SMALL
 SO0195'TREES AND BUSHES, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT
 SO0195'TRACK ROAD, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 SO0195'STANDARD DISK, STAMPED A 299 1946 AND SET IN THE TOP OF A CONCRETE
 SO0195'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0909 ***********************************************************************
 TF0909  DESIGNATION -  A 4
 TF0909  PID         -  TF0909
 TF0909  STATE/COUNTY-  ND/WARD
 TF0909  USGS QUAD   -  SAWYER NE (1979)
 TF0909
 TF0909                         *CURRENT SURVEY CONTROL
 TF0909  ___________________________________________________________________
 TF0909* NAD 83(1986)-  48 14 35.     (N)    101 03 55.     (W)     SCALED    
 TF0909* NAVD 88     -       481.967  (meters)    1581.25   (feet)  ADJUSTED  
 TF0909  ___________________________________________________________________
 TF0909  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF0909  DYNAMIC HT  -         482.058 (meters)    1581.55  (feet)  COMP
 TF0909  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TF0909
 TF0909  VERT ORDER  -  FIRST     CLASS II
 TF0909
 TF0909.The horizontal coordinates were scaled from a topographic map and have
 TF0909.an estimated accuracy of +/- 6 seconds.
 TF0909
 TF0909.The orthometric height was determined by differential leveling
 TF0909.and adjusted by the National Geodetic Survey in June 1991..
 TF0909.WARNING-Repeat measurements at this control monument indicate possible
 TF0909.vertical movement.
 TF0909
 TF0909.The geoid height was determined by GEOID03.
 TF0909
 TF0909.The dynamic height is computed by dividing the NAVD 88
 TF0909.geopotential number by the normal gravity value computed on the
 TF0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0909.degrees latitude (g = 980.6199 gals.).
 TF0909
 TF0909.The modeled gravity was interpolated from observed gravity values.
 TF0909
 TF0909;                    North         East    Units  Estimated Accuracy
 TF0909;SPC ND N     -   138,360.      558,020.      MT  (+/- 180 meters Scaled)
 TF0909
 TF0909                          SUPERSEDED SURVEY CONTROL
 TF0909
 TF0909  NGVD 29 (??/??/92)  481.590  (m)         1580.02   (f) ADJ UNCH    1 2
 TF0909
 TF0909.Superseded values are not recommended for survey control.
 TF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0909.See file dsdata.txt to determine how the superseded data were derived.
 TF0909
 TF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU466453(NAD 83)
 TF0909_MARKER: P = PIPE CAP
 TF0909_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0909_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0909_STAMPING: ELEV 1580.358 FT. A 4
 TF0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0909
 TF0909  HISTORY     - Date     Condition        Report By
 TF0909  HISTORY     - UNK      MONUMENTED       CGS
 TF0909  HISTORY     - 1962     GOOD             NGS
 TF0909  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0909
 TF0909                          STATION DESCRIPTION
 TF0909
 TF0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0909'3.6 MI E FROM SURREY.
 TF0909'3.6 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0909'SURREY, OR 3.6 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0909'STATION AT NORWICH, ABOUT 0.4 MILE WEST OF A GRADED ROAD CROSSING,
 TF0909'ABOUT 0.4 MILES OR 15 POLES WEST OF MILEPOST 192, AT THE 7TH POLE EAST
 TF0909'OF A FARM ROAD CROSSING, 36.4 FEET NORTH OF THE NORTH RAIL, 28 FEET
 TF0909'SOUTHEAST OF THE FIFTEENTH POLE WEST OF MILEPOST 192, 25 FEET SOUTH OF
 TF0909'THE POLE LINE, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF0909'THE TRACK, A CAP ON THE TOP OF A 3 1/2-INCH PIPE THAT PROJECTS 1 INCH.
 TF0909
 TF0909                          STATION RECOVERY (1982)
 TF0909
 TF0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0909'INACCESSIBLE FOR LEVELING ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0056 ***********************************************************************
 SN0056  DESIGNATION -  A 4 B 1
 SN0056  PID         -  SN0056
 SN0056  STATE/COUNTY-  ND/MCHENRY
 SN0056  USGS QUAD   -  DRAKE NW (1977)
 SN0056
 SN0056                         *CURRENT SURVEY CONTROL
 SN0056  ___________________________________________________________________
 SN0056* NAD 83(1986)-  47 56 01.     (N)    100 28 42.     (W)     SCALED    
 SN0056* NAVD 88     -       486.857  (meters)    1597.30   (feet)  ADJUSTED  
 SN0056  ___________________________________________________________________
 SN0056  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0056  DYNAMIC HT  -         486.925 (meters)    1597.52  (feet)  COMP
 SN0056  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 SN0056
 SN0056  VERT ORDER  -  SECOND    CLASS 0
 SN0056
 SN0056.The horizontal coordinates were scaled from a topographic map and have
 SN0056.an estimated accuracy of +/- 6 seconds.
 SN0056
 SN0056.The orthometric height was determined by differential leveling
 SN0056.and adjusted by the National Geodetic Survey in June 1991..
 SN0056
 SN0056.The geoid height was determined by GEOID03.
 SN0056
 SN0056.The dynamic height is computed by dividing the NAVD 88
 SN0056.geopotential number by the normal gravity value computed on the
 SN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0056.degrees latitude (g = 980.6199 gals.).
 SN0056
 SN0056.The modeled gravity was interpolated from observed gravity values.
 SN0056
 SN0056;                    North         East    Units  Estimated Accuracy
 SN0056;SPC ND N     -   103,800.      601,620.      MT  (+/- 180 meters Scaled)
 SN0056
 SN0056                          SUPERSEDED SURVEY CONTROL
 SN0056
 SN0056  NGVD 29 (??/??/92)  486.47   (m)         1596.0    (f) COMPUTED    2 0
 SN0056
 SN0056.Superseded values are not recommended for survey control.
 SN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0056.See file dsdata.txt to determine how the superseded data were derived.
 SN0056
 SN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU895099(NAD 83)
 SN0056_MARKER: Z = SEE DESCRIPTION
 SN0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0056_SP_SET: CONCRETE PEDESTAL
 SN0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0056
 SN0056  HISTORY     - Date     Condition        Report By
 SN0056  HISTORY     - UNK      MONUMENTED       DOD
 SN0056  HISTORY     - 1962     GOOD             NGS
 SN0056
 SN0056                          STATION DESCRIPTION
 SN0056
 SN0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0056'2.9 MI E FROM BALFOUR.
 SN0056'ABOUT 2.9 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0056'BALFOUR, AT THE NORTHEAST CORNER OF A FIELD, AT A GRADED ROAD
 SN0056'INTERSECTION, 114 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SN0056'INTERSECTION, 75 FEET WEST OF THE CENTERLINE OF A ROAD, A 1.5 BY 4
 SN0056'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  THE CENTER OF THE TRIBRACH WAS
 SN0056'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0060 ***********************************************************************
 SN0060  DESIGNATION -  A 4 B 2
 SN0060  PID         -  SN0060
 SN0060  STATE/COUNTY-  ND/MCHENRY
 SN0060  USGS QUAD   -  DRAKE NW (1977)
 SN0060
 SN0060                         *CURRENT SURVEY CONTROL
 SN0060  ___________________________________________________________________
 SN0060* NAD 83(1986)-  47 56 05.     (N)    100 28 56.     (W)     SCALED    
 SN0060* NAVD 88     -       494.726  (meters)    1623.11   (feet)  ADJUSTED  
 SN0060  ___________________________________________________________________
 SN0060  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0060  DYNAMIC HT  -         494.795 (meters)    1623.34  (feet)  COMP
 SN0060  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 SN0060
 SN0060  VERT ORDER  -  SECOND    CLASS 0
 SN0060
 SN0060.The horizontal coordinates were scaled from a topographic map and have
 SN0060.an estimated accuracy of +/- 6 seconds.
 SN0060
 SN0060.The orthometric height was determined by differential leveling
 SN0060.and adjusted by the National Geodetic Survey in June 1991..
 SN0060
 SN0060.The geoid height was determined by GEOID03.
 SN0060
 SN0060.The dynamic height is computed by dividing the NAVD 88
 SN0060.geopotential number by the normal gravity value computed on the
 SN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0060.degrees latitude (g = 980.6199 gals.).
 SN0060
 SN0060.The modeled gravity was interpolated from observed gravity values.
 SN0060
 SN0060;                    North         East    Units  Estimated Accuracy
 SN0060;SPC ND N     -   103,920.      601,330.      MT  (+/- 180 meters Scaled)
 SN0060
 SN0060                          SUPERSEDED SURVEY CONTROL
 SN0060
 SN0060  NGVD 29 (??/??/92)  494.34   (m)         1621.8    (f) COMPUTED    2 0
 SN0060
 SN0060.Superseded values are not recommended for survey control.
 SN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0060.See file dsdata.txt to determine how the superseded data were derived.
 SN0060
 SN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU892101(NAD 83)
 SN0060_MARKER: Z = SEE DESCRIPTION
 SN0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0060_SP_SET: CONCRETE PEDESTAL
 SN0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0060
 SN0060  HISTORY     - Date     Condition        Report By
 SN0060  HISTORY     - UNK      MONUMENTED       DOD
 SN0060  HISTORY     - 1962     GOOD             NGS
 SN0060
 SN0060                          STATION DESCRIPTION
 SN0060
 SN0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0060'2.5 MI E FROM BALFOUR.
 SN0060'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0060'BALFOUR, ABOUT 0.4 MILE WEST OF A GRAVELED ROAD INTERSECTION, ABOUT
 SN0060'125 YARDS SOUTH OF THE HIGHWAY, IN A FIELD, ON THE SOUTH SIDE OF AN
 SN0060'ABANDON ROAD, A 1.5 BY 4.5 CONCRETE PEDESTAL WITH TRIBRACH. TOP,
 SN0060'CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0058 ***********************************************************************
 SN0058  DESIGNATION -  A 4 Z
 SN0058  PID         -  SN0058
 SN0058  STATE/COUNTY-  ND/MCHENRY
 SN0058  USGS QUAD   -  DRAKE NW (1977)
 SN0058
 SN0058                         *CURRENT SURVEY CONTROL
 SN0058  ___________________________________________________________________
 SN0058* NAD 83(1986)-  47 55 53.     (N)    100 28 42.     (W)     SCALED    
 SN0058* NAVD 88     -       487.753  (meters)    1600.24   (feet)  ADJUSTED  
 SN0058  ___________________________________________________________________
 SN0058  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0058  DYNAMIC HT  -         487.821 (meters)    1600.46  (feet)  COMP
 SN0058  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 SN0058
 SN0058  VERT ORDER  -  SECOND    CLASS 0
 SN0058
 SN0058.The horizontal coordinates were scaled from a topographic map and have
 SN0058.an estimated accuracy of +/- 6 seconds.
 SN0058
 SN0058.The orthometric height was determined by differential leveling
 SN0058.and adjusted by the National Geodetic Survey in June 1991..
 SN0058
 SN0058.The geoid height was determined by GEOID03.
 SN0058
 SN0058.The dynamic height is computed by dividing the NAVD 88
 SN0058.geopotential number by the normal gravity value computed on the
 SN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0058.degrees latitude (g = 980.6199 gals.).
 SN0058
 SN0058.The modeled gravity was interpolated from observed gravity values.
 SN0058
 SN0058;                    North         East    Units  Estimated Accuracy
 SN0058;SPC ND N     -   103,550.      601,620.      MT  (+/- 180 meters Scaled)
 SN0058
 SN0058                          SUPERSEDED SURVEY CONTROL
 SN0058
 SN0058  NGVD 29 (??/??/92)  487.37   (m)         1599.0    (f) COMPUTED    2 0
 SN0058
 SN0058.Superseded values are not recommended for survey control.
 SN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0058.See file dsdata.txt to determine how the superseded data were derived.
 SN0058
 SN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU895097(NAD 83)
 SN0058_MARKER: DS = TRIANGULATION STATION DISK
 SN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0058_STAMPING: A4Z 1962
 SN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0058+STABILITY: SURFACE MOTION
 SN0058
 SN0058  HISTORY     - Date     Condition        Report By
 SN0058  HISTORY     - 1962     MONUMENTED       CGS
 SN0058
 SN0058                          STATION DESCRIPTION
 SN0058
 SN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0058'3.1 MI E FROM BALFOUR.
 SN0058'ABOUT 2.9 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0058'BALFOUR, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, AT THE SOUTHEAST
 SN0058'CORNER OF A FIELD, 92 FEET NORTHWEST AND ACROSS THE ROAD FROM A POWER
 SN0058'LINE POLE, 35 FEET WEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF
 SN0058'A FENCE LINE, 6.8 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 SN0058'THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SN0058'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0057 ***********************************************************************
 SN0057  DESIGNATION -  A 4 Z RM 1
 SN0057  PID         -  SN0057
 SN0057  STATE/COUNTY-  ND/MCHENRY
 SN0057  USGS QUAD   -  DRAKE NW (1977)
 SN0057
 SN0057                         *CURRENT SURVEY CONTROL
 SN0057  ___________________________________________________________________
 SN0057* NAD 83(1986)-  47 55 53.     (N)    100 28 43.     (W)     SCALED    
 SN0057* NAVD 88     -       487.934  (meters)    1600.83   (feet)  ADJUSTED  
 SN0057  ___________________________________________________________________
 SN0057  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0057  DYNAMIC HT  -         488.002 (meters)    1601.05  (feet)  COMP
 SN0057  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 SN0057
 SN0057  VERT ORDER  -  SECOND    CLASS 0
 SN0057
 SN0057.The horizontal coordinates were scaled from a topographic map and have
 SN0057.an estimated accuracy of +/- 6 seconds.
 SN0057
 SN0057.The orthometric height was determined by differential leveling
 SN0057.and adjusted by the National Geodetic Survey in June 1991..
 SN0057
 SN0057.The geoid height was determined by GEOID03.
 SN0057
 SN0057.The dynamic height is computed by dividing the NAVD 88
 SN0057.geopotential number by the normal gravity value computed on the
 SN0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0057.degrees latitude (g = 980.6199 gals.).
 SN0057
 SN0057.The modeled gravity was interpolated from observed gravity values.
 SN0057
 SN0057;                    North         East    Units  Estimated Accuracy
 SN0057;SPC ND N     -   103,550.      601,600.      MT  (+/- 180 meters Scaled)
 SN0057
 SN0057                          SUPERSEDED SURVEY CONTROL
 SN0057
 SN0057  NGVD 29 (??/??/92)  487.55   (m)         1599.6    (f) COMPUTED    2 0
 SN0057
 SN0057.Superseded values are not recommended for survey control.
 SN0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0057.See file dsdata.txt to determine how the superseded data were derived.
 SN0057
 SN0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU895097(NAD 83)
 SN0057_MARKER: DR = REFERENCE MARK DISK
 SN0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0057_STAMPING: A4Z NO 1 1962
 SN0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0057+STABILITY: SURFACE MOTION
 SN0057
 SN0057  HISTORY     - Date     Condition        Report By
 SN0057  HISTORY     - 1962     MONUMENTED       CGS
 SN0057
 SN0057                          STATION DESCRIPTION
 SN0057
 SN0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0057'3.1 MI E FROM BALFOUR.
 SN0057'ABOUT 2.9 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0057'BALFOUR, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, AT THE SOUTHEAST
 SN0057'CORNER OF A FIELD, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 19.5
 SN0057'FEET NORTH OF THE STATION MARK, 0.5 FOOT EAST OF A FENCE LINE, 1.5
 SN0057'FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 SN0057'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0059 ***********************************************************************
 SN0059  DESIGNATION -  A 4 Z RM 2
 SN0059  PID         -  SN0059
 SN0059  STATE/COUNTY-  ND/MCHENRY
 SN0059  USGS QUAD   -  DRAKE NW (1977)
 SN0059
 SN0059                         *CURRENT SURVEY CONTROL
 SN0059  ___________________________________________________________________
 SN0059* NAD 83(1986)-  47 55 52.     (N)    100 28 43.     (W)     SCALED    
 SN0059* NAVD 88     -       487.554  (meters)    1599.58   (feet)  ADJUSTED  
 SN0059  ___________________________________________________________________
 SN0059  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0059  DYNAMIC HT  -         487.622 (meters)    1599.81  (feet)  COMP
 SN0059  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 SN0059
 SN0059  VERT ORDER  -  SECOND    CLASS 0
 SN0059
 SN0059.The horizontal coordinates were scaled from a topographic map and have
 SN0059.an estimated accuracy of +/- 6 seconds.
 SN0059
 SN0059.The orthometric height was determined by differential leveling
 SN0059.and adjusted by the National Geodetic Survey in June 1991..
 SN0059
 SN0059.The geoid height was determined by GEOID03.
 SN0059
 SN0059.The dynamic height is computed by dividing the NAVD 88
 SN0059.geopotential number by the normal gravity value computed on the
 SN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0059.degrees latitude (g = 980.6199 gals.).
 SN0059
 SN0059.The modeled gravity was interpolated from observed gravity values.
 SN0059
 SN0059;                    North         East    Units  Estimated Accuracy
 SN0059;SPC ND N     -   103,520.      601,600.      MT  (+/- 180 meters Scaled)
 SN0059
 SN0059                          SUPERSEDED SURVEY CONTROL
 SN0059
 SN0059  NGVD 29 (??/??/92)  487.17   (m)         1598.3    (f) COMPUTED    2 0
 SN0059
 SN0059.Superseded values are not recommended for survey control.
 SN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0059.See file dsdata.txt to determine how the superseded data were derived.
 SN0059
 SN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU895097(NAD 83)
 SN0059_MARKER: DR = REFERENCE MARK DISK
 SN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0059_STAMPING: A4Z NO 2 1962
 SN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0059+STABILITY: SURFACE MOTION
 SN0059
 SN0059  HISTORY     - Date     Condition        Report By
 SN0059  HISTORY     - 1962     MONUMENTED       CGS
 SN0059
 SN0059                          STATION DESCRIPTION
 SN0059
 SN0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0059'3.1 MI E FROM BALFOUR.
 SN0059'ABOUT 2.9 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0059'BALFOUR, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, AT THE SOUTHEAST
 SN0059'CORNER OF A FIELD, 36.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 29.1
 SN0059'FEET SOUTH OF THE STATION MARK, 0.5 FOOT EAST OF A FENCE LINE, 22.4
 SN0059'FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD, A DISK IN
 SN0059'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0305 ***********************************************************************
 RQ0305  DESIGNATION -  A 40
 RQ0305  PID         -  RQ0305
 RQ0305  STATE/COUNTY-  ND/STUTSMAN
 RQ0305  USGS QUAD   -  STREETER (1983)
 RQ0305
 RQ0305                         *CURRENT SURVEY CONTROL
 RQ0305  ___________________________________________________________________
 RQ0305* NAD 83(1986)-  46 39 24.     (N)    099 21 34.     (W)     SCALED    
 RQ0305* NAVD 88     -       592.264  (meters)    1943.12   (feet)  ADJUSTED  
 RQ0305  ___________________________________________________________________
 RQ0305  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 RQ0305  DYNAMIC HT  -         592.265 (meters)    1943.12  (feet)  COMP
 RQ0305  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 RQ0305
 RQ0305  VERT ORDER  -  SECOND    CLASS 0
 RQ0305
 RQ0305.The horizontal coordinates were scaled from a topographic map and have
 RQ0305.an estimated accuracy of +/- 6 seconds.
 RQ0305
 RQ0305.The orthometric height was determined by differential leveling
 RQ0305.and adjusted by the National Geodetic Survey in June 1991..
 RQ0305
 RQ0305.The geoid height was determined by GEOID03.
 RQ0305
 RQ0305.The dynamic height is computed by dividing the NAVD 88
 RQ0305.geopotential number by the normal gravity value computed on the
 RQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0305.degrees latitude (g = 980.6199 gals.).
 RQ0305
 RQ0305.The modeled gravity was interpolated from observed gravity values.
 RQ0305
 RQ0305;                    North         East    Units  Estimated Accuracy
 RQ0305;SPC ND S     -   110,680.      687,290.      MT  (+/- 180 meters Scaled)
 RQ0305
 RQ0305                          SUPERSEDED SURVEY CONTROL
 RQ0305
 RQ0305  NGVD 29 (??/??/92)  591.836  (m)         1941.72   (f) ADJ UNCH    2 0
 RQ0305
 RQ0305.Superseded values are not recommended for survey control.
 RQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0305.See file dsdata.txt to determine how the superseded data were derived.
 RQ0305
 RQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS724670(NAD 83)
 RQ0305_MARKER: DB = BENCH MARK DISK
 RQ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0305_STAMPING: A 40 1934
 RQ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0305+STABILITY: SURFACE MOTION
 RQ0305
 RQ0305  HISTORY     - Date     Condition        Report By
 RQ0305  HISTORY     - 1934     MONUMENTED       CGS
 RQ0305  HISTORY     - 1959     GOOD             NGS
 RQ0305  HISTORY     - 1969     GOOD             NDHD
 RQ0305
 RQ0305                          STATION DESCRIPTION
 RQ0305
 RQ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0305'IN STREETER.
 RQ0305'AT STREETER, STUTSMAN COUNTY, WEST OF THE NORTHERN PACIFIC RAILWAY
 RQ0305'STATION, AT THE FLORENCE STREET CROSSING, 30 FEET NORTH OF THE
 RQ0305'CENTERLINE OF THE TRACK, 18 FEET EAST OF THE EAST SIDEWALK, AND ABOUT
 RQ0305'5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED A 40 1934 AND
 RQ0305'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS NORTHWEST ACROSS
 RQ0305'RAILROAD FROM THE STREETER RAILROAD STATION.  NOTE-- THE LINE FROM
 RQ0305'STREETER TO BENCH MARK M 40 RESET NO LONGER FOLLOWS THE HIGHWAY.
 RQ0305
 RQ0305                          STATION RECOVERY (1969)
 RQ0305
 RQ0305'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969
 RQ0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0461 ***********************************************************************
 SO0461  DESIGNATION -  A 400
 SO0461  PID         -  SO0461
 SO0461  STATE/COUNTY-  ND/MCKENZIE
 SO0461  USGS QUAD   -  SANISH (1967)
 SO0461
 SO0461                         *CURRENT SURVEY CONTROL
 SO0461  ___________________________________________________________________
 SO0461* NAD 83(1986)-  47 59 12.     (N)    102 34 24.     (W)     SCALED    
 SO0461* NAVD 88     -       544.659  (meters)    1786.94   (feet)  ADJUSTED  
 SO0461  ___________________________________________________________________
 SO0461  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 SO0461  DYNAMIC HT  -         544.735 (meters)    1787.18  (feet)  COMP
 SO0461  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 SO0461
 SO0461  VERT ORDER  -  SECOND    CLASS 0
 SO0461
 SO0461.The horizontal coordinates were scaled from a topographic map and have
 SO0461.an estimated accuracy of +/- 6 seconds.
 SO0461
 SO0461.The orthometric height was determined by differential leveling
 SO0461.and adjusted by the National Geodetic Survey in June 1991..
 SO0461
 SO0461.The geoid height was determined by GEOID03.
 SO0461
 SO0461.The dynamic height is computed by dividing the NAVD 88
 SO0461.geopotential number by the normal gravity value computed on the
 SO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0461.degrees latitude (g = 980.6199 gals.).
 SO0461
 SO0461.The modeled gravity was interpolated from observed gravity values.
 SO0461
 SO0461;                    North         East    Units  Estimated Accuracy
 SO0461;SPC ND N     -   111,780.      445,270.      MT  (+/- 180 meters Scaled)
 SO0461
 SO0461                          SUPERSEDED SURVEY CONTROL
 SO0461
 SO0461  NGVD 29 (??/??/92)  544.193  (m)         1785.41   (f) ADJ UNCH    2 0
 SO0461
 SO0461.Superseded values are not recommended for survey control.
 SO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0461.See file dsdata.txt to determine how the superseded data were derived.
 SO0461
 SO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP810176(NAD 83)
 SO0461_MARKER: DB = BENCH MARK DISK
 SO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0461_STAMPING: A 400 1946
 SO0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0461+STABILITY: SURFACE MOTION
 SO0461
 SO0461  HISTORY     - Date     Condition        Report By
 SO0461  HISTORY     - 1946     MONUMENTED       CGS
 SO0461  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0461
 SO0461                          STATION DESCRIPTION
 SO0461
 SO0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0461'2.2 MI W FROM SANISH.
 SO0461'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0461'THE MISSOURI RIVER BRIDGE AT SANISH, ABOUT 70 FEET NORTHWEST OF A
 SO0461'CATTLE GUARD IN AN EAST-WEST FENCE, 62 FEET NORTHWEST OF THE CENTER
 SO0461'LINE OF A GRAVELED ROAD, 54 FEET SOUTH OF THE CENTER LINE OF STATE
 SO0461'HIGHWAY NO. 23, 3 FEET SOUTH OF A CORNER FENCE POST, 3 FEET EAST OF A
 SO0461'4 X 4 IN. MARKER POST.
 SO0461
 SO0461                          STATION RECOVERY (1966)
 SO0461
 SO0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0988 ***********************************************************************
 SN0988  DESIGNATION -  A 401
 SN0988  PID         -  SN0988
 SN0988  STATE/COUNTY-  ND/MERCER
 SN0988  USGS QUAD   -  BEULAH (1980)
 SN0988
 SN0988                         *CURRENT SURVEY CONTROL
 SN0988  ___________________________________________________________________
 SN0988* NAD 83(1986)-  47 15 33.     (N)    101 48 27.     (W)     SCALED    
 SN0988* NAVD 88     -       546.506  (meters)    1793.00   (feet)  ADJUSTED  
 SN0988  ___________________________________________________________________
 SN0988  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SN0988  DYNAMIC HT  -         546.540 (meters)    1793.11  (feet)  COMP
 SN0988  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 SN0988
 SN0988  VERT ORDER  -  SECOND    CLASS 0
 SN0988
 SN0988.The horizontal coordinates were scaled from a topographic map and have
 SN0988.an estimated accuracy of +/- 6 seconds.
 SN0988
 SN0988.The orthometric height was determined by differential leveling
 SN0988.and adjusted by the National Geodetic Survey in June 1991..
 SN0988
 SN0988.The geoid height was determined by GEOID03.
 SN0988
 SN0988.The dynamic height is computed by dividing the NAVD 88
 SN0988.geopotential number by the normal gravity value computed on the
 SN0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0988.degrees latitude (g = 980.6199 gals.).
 SN0988
 SN0988.The modeled gravity was interpolated from observed gravity values.
 SN0988
 SN0988;                    North         East    Units  Estimated Accuracy
 SN0988;SPC ND S     -   177,840.      501,050.      MT  (+/- 180 meters Scaled)
 SN0988
 SN0988                          SUPERSEDED SURVEY CONTROL
 SN0988
 SN0988  NGVD 29 (??/??/92)  546.105  (m)         1791.68   (f) ADJ UNCH    2 0
 SN0988
 SN0988.Superseded values are not recommended for survey control.
 SN0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0988.See file dsdata.txt to determine how the superseded data were derived.
 SN0988
 SN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT875377(NAD 83)
 SN0988_MARKER: DB = BENCH MARK DISK
 SN0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0988_STAMPING: A 401 1946 1791.679
 SN0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0988+STABILITY: SURFACE MOTION
 SN0988
 SN0988  HISTORY     - Date     Condition        Report By
 SN0988  HISTORY     - 1946     MONUMENTED       CGS
 SN0988  HISTORY     - 1958     GOOD             NGS
 SN0988
 SN0988                          STATION DESCRIPTION
 SN0988
 SN0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0988'1.4 MI W FROM BEULAH.
 SN0988'1.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0988'BEULAH, ABOUT MIDWAY BETWEEN 2 PRIVATE ROAD CROSSINGS, 28 FEET
 SN0988'NORTH-NORTHWEST OF MILEPOST 74, 38 FEET NORTH OF THE NORTH RAIL, 5
 SN0988'FEET EAST OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST,
 SN0988'ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 SN0988'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0381 ***********************************************************************
 QS0381  DESIGNATION -  A 402 RESET
 QS0381  PID         -  QS0381
 QS0381  STATE/COUNTY-  ND/SIOUX
 QS0381  USGS QUAD   -  MAHTO NW (1966)
 QS0381
 QS0381                         *CURRENT SURVEY CONTROL
 QS0381  ___________________________________________________________________
 QS0381* NAD 83(1986)-  45 59 37.     (N)    100 37 41.     (W)     SCALED    
 QS0381* NAVD 88     -       579.02   (meters)    1899.7    (feet)  RESET     
 QS0381  ___________________________________________________________________
 QS0381  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 QS0381
 QS0381  VERT ORDER  -  THIRD
 QS0381
 QS0381.The horizontal coordinates were scaled from a topographic map and have
 QS0381.an estimated accuracy of +/- 6 seconds.
 QS0381
 QS0381.The orthometric height was computed from unverified reset data.
 QS0381
 QS0381.The geoid height was determined by GEOID03.
 QS0381
 QS0381;                    North         East    Units  Estimated Accuracy
 QS0381;SPC ND S     -    36,350.      590,080.      MT  (+/- 180 meters Scaled)
 QS0381
 QS0381                          SUPERSEDED SURVEY CONTROL
 QS0381
 QS0381.No superseded survey control is available for this station.
 QS0381
 QS0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR739946(NAD 83)
 QS0381_MARKER: DB = BENCH MARK DISK
 QS0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0381_STAMPING: A 402 RESET 1964
 QS0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0381+STABILITY: SURFACE MOTION
 QS0381
 QS0381  HISTORY     - Date     Condition        Report By
 QS0381  HISTORY     - 1964     MONUMENTED       BLM
 QS0381
 QS0381                          STATION DESCRIPTION
 QS0381
 QS0381'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1964
 QS0381'7.3 MI SE FROM FORT YATES.
 QS0381'4.4 MILES SOUTH ALONG A GRAVELED ROAD, FROM THE JUNCTION OF
 QS0381'YATES STREET AND STANDING ROCK AVE. IN THE SOUTHEAST PART OF
 QS0381'FORT YATES, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A
 QS0381'ROAD JUNCTION, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 QS0381'THENCE 0.2 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.4
 QS0381'MILES SOUTH ALONG A GRADED AND GRAVELED ROAD, 600 FEET SOUTH OF
 QS0381'A JUNCTION WITH A TRACK ROAD LEADING WEST INTO A HAYFIELD, 1320
 QS0381'FEET SOUTH OF A 84-INCH C.M.P. UNDER THE GRAVELED ROAD, 76
 QS0381'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND SET
 QS0381'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0813 ***********************************************************************
 TE0813  DESIGNATION -  A 404
 TE0813  PID         -  TE0813
 TE0813  STATE/COUNTY-  ND/RAMSEY
 TE0813  USGS QUAD   -  CRARY NW (1971)
 TE0813
 TE0813                         *CURRENT SURVEY CONTROL
 TE0813  ___________________________________________________________________
 TE0813* NAD 83(1986)-  48 14 30.     (N)    098 39 34.     (W)     SCALED    
 TE0813* NAVD 88     -       450.940  (meters)    1479.46   (feet)  ADJUSTED  
 TE0813  ___________________________________________________________________
 TE0813  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0813  DYNAMIC HT  -         451.022 (meters)    1479.73  (feet)  COMP
 TE0813  MODELED GRAV-     980,778.9   (mgal)                       NAVD 88
 TE0813
 TE0813  VERT ORDER  -  SECOND    CLASS 0
 TE0813
 TE0813.The horizontal coordinates were scaled from a topographic map and have
 TE0813.an estimated accuracy of +/- 6 seconds.
 TE0813
 TE0813.The orthometric height was determined by differential leveling
 TE0813.and adjusted by the National Geodetic Survey in June 1991..
 TE0813
 TE0813.The geoid height was determined by GEOID03.
 TE0813
 TE0813.The dynamic height is computed by dividing the NAVD 88
 TE0813.geopotential number by the normal gravity value computed on the
 TE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0813.degrees latitude (g = 980.6199 gals.).
 TE0813
 TE0813.The modeled gravity was interpolated from observed gravity values.
 TE0813
 TE0813;                    North         East    Units  Estimated Accuracy
 TE0813;SPC ND N     -   139,680.      736,690.      MT  (+/- 180 meters Scaled)
 TE0813
 TE0813                          SUPERSEDED SURVEY CONTROL
 TE0813
 TE0813  NGVD 29 (??/??/92)  450.562  (m)         1478.22   (f) ADJ UNCH    2 0
 TE0813
 TE0813.Superseded values are not recommended for survey control.
 TE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0813.See file dsdata.txt to determine how the superseded data were derived.
 TE0813
 TE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU252432(NAD 83)
 TE0813_MARKER: DB = BENCH MARK DISK
 TE0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0813_STAMPING: A 404 1963
 TE0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0813+STABILITY: SURFACE MOTION
 TE0813
 TE0813  HISTORY     - Date     Condition        Report By
 TE0813  HISTORY     - 1963     MONUMENTED       CGS
 TE0813  HISTORY     - 1972     GOOD             NGS
 TE0813
 TE0813                          STATION DESCRIPTION
 TE0813
 TE0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0813'6.9 MI N FROM ROHRVILLE.
 TE0813'ABOUT 6.9 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0813'LINE RAILROAD AT ROHRVILLE, IN S 17, R 62 W, T 155 N, ABOUT 0.75 MILE
 TE0813'SOUTH OF A GRAVELED ROAD INTERSECTION, 62.5 FEET SOUTHEAST OF THE
 TE0813'CENTER OF A DIRT ROAD INTERSECTION, 57 FEET EAST OF THE CENTERLINE OF
 TE0813'THE ROAD LEADING SOUTH, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TE0813'LEADING EAST, 2.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2.0 FEET WEST OF
 TE0813'A POINT IN LINE WITH A ROW OF POLES, 1.9 FEET NORTH OF A METAL WITNESS
 TE0813'POST, ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 2 FEET BELOW THE LEVEL OF
 TE0813'THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0813'INCHES.
 TE0813
 TE0813                          STATION RECOVERY (1972)
 TE0813
 TE0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TE0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0858 ***********************************************************************
 TE0858  DESIGNATION -  A 405 RESET
 TE0858  PID         -  TE0858
 TE0858  STATE/COUNTY-  ND/RAMSEY
 TE0858  USGS QUAD   -  SOUTHAM (1971)
 TE0858
 TE0858                         *CURRENT SURVEY CONTROL
 TE0858  ___________________________________________________________________
 TE0858* NAD 83(1986)-  48 09 05.     (N)    098 31 49.     (W)     SCALED    
 TE0858* NAVD 88     -       458.562  (meters)    1504.47   (feet)  ADJUSTED  
 TE0858  ___________________________________________________________________
 TE0858  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE0858  DYNAMIC HT  -         458.642 (meters)    1504.73  (feet)  COMP
 TE0858  MODELED GRAV-     980,771.7   (mgal)                       NAVD 88
 TE0858
 TE0858  VERT ORDER  -  SECOND    CLASS 0
 TE0858
 TE0858.The horizontal coordinates were scaled from a topographic map and have
 TE0858.an estimated accuracy of +/- 6 seconds.
 TE0858
 TE0858.The orthometric height was determined by differential leveling
 TE0858.and adjusted by the National Geodetic Survey in June 1991..
 TE0858
 TE0858.The geoid height was determined by GEOID03.
 TE0858
 TE0858.The dynamic height is computed by dividing the NAVD 88
 TE0858.geopotential number by the normal gravity value computed on the
 TE0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0858.degrees latitude (g = 980.6199 gals.).
 TE0858
 TE0858.The modeled gravity was interpolated from observed gravity values.
 TE0858
 TE0858;                    North         East    Units  Estimated Accuracy
 TE0858;SPC ND N     -   129,890.      746,540.      MT  (+/- 180 meters Scaled)
 TE0858
 TE0858                          SUPERSEDED SURVEY CONTROL
 TE0858
 TE0858  NGVD 29 (??/??/92)  458.183  (m)         1503.22   (f) ADJ UNCH    2 0
 TE0858
 TE0858.Superseded values are not recommended for survey control.
 TE0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0858.See file dsdata.txt to determine how the superseded data were derived.
 TE0858
 TE0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU349332(NAD 83)
 TE0858_MARKER: DB = BENCH MARK DISK
 TE0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0858_STAMPING: A 405 RESET 1964
 TE0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0858+STABILITY: SURFACE MOTION
 TE0858
 TE0858  HISTORY     - Date     Condition        Report By
 TE0858  HISTORY     - 1964     MONUMENTED       CGS
 TE0858
 TE0858                          STATION DESCRIPTION
 TE0858
 TE0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0858'1.5 MI SE FROM SOUTHAM.
 TE0858'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE SOO LINE RAILROAD
 TE0858'STATION AT SOUTHAM, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN S
 TE0858'18, T 154 N, R 61 W, 96 FEET NORTHWEST OF THE CENTER OF THE
 TE0858'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD LEADING
 TE0858'NORTH, 77 FEET NORTH OF THE CENTER LINE OF THE ROAD, 55 FEET WEST OF
 TE0858'THE CENTER LINE OF THE ROAD LEADING NORTH, 1.6 FEET EAST OF A METAL
 TE0858'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 TE0858'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0002 ***********************************************************************
 TE0002  DESIGNATION -  A 406
 TE0002  PID         -  TE0002
 TE0002  STATE/COUNTY-  ND/CAVALIER
 TE0002  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0002
 TE0002                         *CURRENT SURVEY CONTROL
 TE0002  ___________________________________________________________________
 TE0002* NAD 83(1986)-  48 53 32.     (N)    098 28 31.     (W)     SCALED    
 TE0002* NAVD 88     -       478.952  (meters)    1571.36   (feet)  ADJUSTED  
 TE0002  ___________________________________________________________________
 TE0002  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0002  DYNAMIC HT  -         479.066 (meters)    1571.74  (feet)  COMP
 TE0002  MODELED GRAV-     980,833.4   (mgal)                       NAVD 88
 TE0002
 TE0002  VERT ORDER  -  SECOND    CLASS 0
 TE0002
 TE0002.The horizontal coordinates were scaled from a topographic map and have
 TE0002.an estimated accuracy of +/- 6 seconds.
 TE0002
 TE0002.The orthometric height was determined by differential leveling
 TE0002.and adjusted by the National Geodetic Survey in June 1991..
 TE0002
 TE0002.The geoid height was determined by GEOID03.
 TE0002
 TE0002.The dynamic height is computed by dividing the NAVD 88
 TE0002.geopotential number by the normal gravity value computed on the
 TE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0002.degrees latitude (g = 980.6199 gals.).
 TE0002
 TE0002.The modeled gravity was interpolated from observed gravity values.
 TE0002
 TE0002;                    North         East    Units  Estimated Accuracy
 TE0002;SPC ND N     -   212,340.      748,460.      MT  (+/- 180 meters Scaled)
 TE0002
 TE0002                          SUPERSEDED SURVEY CONTROL
 TE0002
 TE0002  NGVD 29 (??/??/92)  478.568  (m)         1570.10   (f) ADJ UNCH    2 0
 TE0002
 TE0002.Superseded values are not recommended for survey control.
 TE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0002.See file dsdata.txt to determine how the superseded data were derived.
 TE0002
 TE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384156(NAD 83)
 TE0002_MARKER: DB = BENCH MARK DISK
 TE0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0002_STAMPING: A 406 1964
 TE0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0002+STABILITY: SURFACE MOTION
 TE0002
 TE0002  HISTORY     - Date     Condition        Report By
 TE0002  HISTORY     - 1964     MONUMENTED       CGS
 TE0002  HISTORY     - 1968     GOOD             DOD
 TE0002
 TE0002                          STATION DESCRIPTION
 TE0002
 TE0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0002'6.2 MI E FROM WALES.
 TE0002'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0002'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, 244 FEET NORTH OF
 TE0002'THE CENTER LINE OF THE ROAD, 75 FEET WEST OF THE CENTER LINE OF ROAD
 TE0002'LEADING NORTH-SOUTH ROAD, 3 1/2 FEET SOUTH OF A POWER LINE POLE, 1.6
 TE0002'FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD
 TE0002'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 TE0002'LEVEL OF THE GROUND.  IN SECTION 36, R 61 W, 163 N.
 TE0002
 TE0002                          STATION RECOVERY (1968)
 TE0002
 TE0002'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0158 ***********************************************************************
 TE0158  DESIGNATION -  A 407
 TE0158  PID         -  TE0158
 TE0158  STATE/COUNTY-  ND/CAVALIER
 TE0158  USGS QUAD   -  LANGDON EAST (1983)
 TE0158
 TE0158                         *CURRENT SURVEY CONTROL
 TE0158  ___________________________________________________________________
 TE0158* NAD 83(1986)-  48 51 47.     (N)    098 21 52.     (W)     SCALED    
 TE0158* NAVD 88     -       489.098  (meters)    1604.65   (feet)  ADJUSTED  
 TE0158  ___________________________________________________________________
 TE0158  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0158  DYNAMIC HT  -         489.212 (meters)    1605.02  (feet)  COMP
 TE0158  MODELED GRAV-     980,828.9   (mgal)                       NAVD 88
 TE0158
 TE0158  VERT ORDER  -  SECOND    CLASS 0
 TE0158
 TE0158.The horizontal coordinates were scaled from a topographic map and have
 TE0158.an estimated accuracy of +/- 6 seconds.
 TE0158
 TE0158.The orthometric height was determined by differential leveling
 TE0158.and adjusted by the National Geodetic Survey in June 1991..
 TE0158
 TE0158.The geoid height was determined by GEOID03.
 TE0158
 TE0158.The dynamic height is computed by dividing the NAVD 88
 TE0158.geopotential number by the normal gravity value computed on the
 TE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0158.degrees latitude (g = 980.6199 gals.).
 TE0158
 TE0158.The modeled gravity was interpolated from observed gravity values.
 TE0158
 TE0158;                    North         East    Units  Estimated Accuracy
 TE0158;SPC ND N     -   209,320.      756,680.      MT  (+/- 180 meters Scaled)
 TE0158
 TE0158                          SUPERSEDED SURVEY CONTROL
 TE0158
 TE0158  NGVD 29 (??/??/92)  488.719  (m)         1603.41   (f) ADJ UNCH    2 0
 TE0158
 TE0158.Superseded values are not recommended for survey control.
 TE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0158.See file dsdata.txt to determine how the superseded data were derived.
 TE0158
 TE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV466124(NAD 83)
 TE0158_MARKER: DB = BENCH MARK DISK
 TE0158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0158_SP_SET: 11 FEET
 TE0158_STAMPING: A 407 1964
 TE0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0158
 TE0158  HISTORY     - Date     Condition        Report By
 TE0158  HISTORY     - 1964     MONUMENTED       CGS
 TE0158  HISTORY     - 1968     GOOD             DOD
 TE0158
 TE0158                          STATION DESCRIPTION
 TE0158
 TE0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0158'7.1 MI N FROM LANGDON.
 TE0158'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 1 FROM THE COURTHOUSE AT
 TE0158'LANGDON, THENCE 7.0 MILES NORTH ALONG STATE HIGHWAY 1, IN SECTION 12,
 TE0158'R 60 W, T 162 N, 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 98
 TE0158'FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 103 FEET SOUTH OF A
 TE0158'TELEPHONE POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, 4 FEET BELOW
 TE0158'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED
 TE0158'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A CAST IRON PIPE
 TE0158'WHICH PROJECTS 8 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 TE0158'DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET.
 TE0158
 TE0158                          STATION RECOVERY (1968)
 TE0158
 TE0158'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0905 ***********************************************************************
 TE0905  DESIGNATION -  A 408
 TE0905  PID         -  TE0905
 TE0905  STATE/COUNTY-  ND/CAVALIER
 TE0905  USGS QUAD   -  MUNICH (1970)
 TE0905
 TE0905                         *CURRENT SURVEY CONTROL
 TE0905  ___________________________________________________________________
 TE0905* NAD 83(1986)-  48 37 50.     (N)    098 45 09.     (W)     SCALED    
 TE0905* NAVD 88     -       484.650  (meters)    1590.06   (feet)  ADJUSTED  
 TE0905  ___________________________________________________________________
 TE0905  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 TE0905  DYNAMIC HT  -         484.751 (meters)    1590.39  (feet)  COMP
 TE0905  MODELED GRAV-     980,805.0   (mgal)                       NAVD 88
 TE0905
 TE0905  VERT ORDER  -  SECOND    CLASS 0
 TE0905
 TE0905.The horizontal coordinates were scaled from a topographic map and have
 TE0905.an estimated accuracy of +/- 6 seconds.
 TE0905
 TE0905.The orthometric height was determined by differential leveling
 TE0905.and adjusted by the National Geodetic Survey in June 1991..
 TE0905
 TE0905.The geoid height was determined by GEOID03.
 TE0905
 TE0905.The dynamic height is computed by dividing the NAVD 88
 TE0905.geopotential number by the normal gravity value computed on the
 TE0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0905.degrees latitude (g = 980.6199 gals.).
 TE0905
 TE0905.The modeled gravity was interpolated from observed gravity values.
 TE0905
 TE0905;                    North         East    Units  Estimated Accuracy
 TE0905;SPC ND N     -   182,750.      728,800.      MT  (+/- 180 meters Scaled)
 TE0905
 TE0905                          SUPERSEDED SURVEY CONTROL
 TE0905
 TE0905  NGVD 29 (??/??/92)  484.253  (m)         1588.75   (f) ADJ UNCH    2 0
 TE0905
 TE0905.Superseded values are not recommended for survey control.
 TE0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0905.See file dsdata.txt to determine how the superseded data were derived.
 TE0905
 TE0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU182864(NAD 83)
 TE0905_MARKER: DB = BENCH MARK DISK
 TE0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0905_STAMPING: A 408 1964
 TE0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0905+STABILITY: SURFACE MOTION
 TE0905
 TE0905  HISTORY     - Date     Condition        Report By
 TE0905  HISTORY     - 1964     MONUMENTED       CGS
 TE0905
 TE0905                          STATION DESCRIPTION
 TE0905
 TE0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0905'2.2 MI W FROM ALSEN.
 TE0905'ABOUT 2.2 MILES WEST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0905'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT ALSEN,
 TE0905'IN S 35, R 63 W, T 160 N, ABOUT 0.1 MILE EAST OF A DRIVEWAY CROSSING
 TE0905'THE RAILROAD AND LEADING TO A FIELD, 61 FEET NORTH OF THE CENTER LINE
 TE0905'OF THE ROAD, 25 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 1.8 FEET
 TE0905'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TE0905'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0382 ***********************************************************************
 TD0382  DESIGNATION -  A 409
 TD0382  PID         -  TD0382
 TD0382  STATE/COUNTY-  ND/WALSH
 TD0382  USGS QUAD   -  PARK RIVER (1963)
 TD0382
 TD0382                         *CURRENT SURVEY CONTROL
 TD0382  ___________________________________________________________________
 TD0382* NAD 83(1986)-  48 24 18.     (N)    097 44 33.     (W)     SCALED    
 TD0382* NAVD 88     -       304.013  (meters)     997.42   (feet)  ADJUSTED  
 TD0382  ___________________________________________________________________
 TD0382  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 TD0382  DYNAMIC HT  -         304.082 (meters)     997.64  (feet)  COMP
 TD0382  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TD0382
 TD0382  VERT ORDER  -  SECOND    CLASS 0
 TD0382
 TD0382.The horizontal coordinates were scaled from a topographic map and have
 TD0382.an estimated accuracy of +/- 6 seconds.
 TD0382
 TD0382.The orthometric height was determined by differential leveling
 TD0382.and adjusted by the National Geodetic Survey in June 1991..
 TD0382
 TD0382.The geoid height was determined by GEOID03.
 TD0382
 TD0382.The dynamic height is computed by dividing the NAVD 88
 TD0382.geopotential number by the normal gravity value computed on the
 TD0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0382.degrees latitude (g = 980.6199 gals.).
 TD0382
 TD0382.The modeled gravity was interpolated from observed gravity values.
 TD0382
 TD0382;                    North         East    Units  Estimated Accuracy
 TD0382;SPC ND N     -   159,870.      804,110.      MT  (+/- 180 meters Scaled)
 TD0382
 TD0382                          SUPERSEDED SURVEY CONTROL
 TD0382
 TD0382  NGVD 29 (??/??/92)  303.667  (m)          996.28   (f) ADJ UNCH    2 0
 TD0382
 TD0382.Superseded values are not recommended for survey control.
 TD0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0382.See file dsdata.txt to determine how the superseded data were derived.
 TD0382
 TD0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU930620(NAD 83)
 TD0382_MARKER: DB = BENCH MARK DISK
 TD0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0382_STAMPING: A 409 1964
 TD0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0382+STABILITY: SURFACE MOTION
 TD0382
 TD0382  HISTORY     - Date     Condition        Report By
 TD0382  HISTORY     - 1964     MONUMENTED       CGS
 TD0382
 TD0382                          STATION DESCRIPTION
 TD0382
 TD0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0382'0.8 MI NW FROM PARK RIVER.
 TD0382'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0382'STATION AT PARK RIVER, IN S 21, R 55 W, T 157 N, 172 FEET SOUTH OF THE
 TD0382'SOUTHWEST RAIL AT THE CENTER LINE OF COUNTY LINE 12, 94 FEET WEST
 TD0382'ACROSS THE ROAD FROM MILEPOST 35, 57 FEET WEST OF THE CENTER LINE OF
 TD0382'THE ROAD, 55 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED DRIVE
 TD0382'LEADING TO A BASEBALL DIAMOND AND A GOLF COURSE, 48 FEET NORTHWEST OF
 TD0382'THE NORTH END OF A 48-INCH PIPE CULVERT UNDER THE DRIVE, 2.4 FEET
 TD0382'SOUTHWEST OF A METAL WITNESS POST, 1 1/2 FEET WEST OF A FENCE, ABOUT 2
 TD0382'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TD0382'POST 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0318 ***********************************************************************
 RQ0318  DESIGNATION -  A 41
 RQ0318  PID         -  RQ0318
 RQ0318  STATE/COUNTY-  ND/MCINTOSH
 RQ0318  USGS QUAD   -  ASHLEY WEST (1982)
 RQ0318
 RQ0318                         *CURRENT SURVEY CONTROL
 RQ0318  ___________________________________________________________________
 RQ0318* NAD 83(1986)-  46 07 18.     (N)    099 27 23.     (W)     SCALED    
 RQ0318* NAVD 88     -       611.528  (meters)    2006.32   (feet)  ADJUSTED  
 RQ0318  ___________________________________________________________________
 RQ0318  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 RQ0318  DYNAMIC HT  -         611.488 (meters)    2006.19  (feet)  COMP
 RQ0318  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 RQ0318
 RQ0318  VERT ORDER  -  SECOND    CLASS 0
 RQ0318
 RQ0318.The horizontal coordinates were scaled from a topographic map and have
 RQ0318.an estimated accuracy of +/- 6 seconds.
 RQ0318
 RQ0318.The orthometric height was determined by differential leveling
 RQ0318.and adjusted by the National Geodetic Survey in June 1991..
 RQ0318
 RQ0318.The geoid height was determined by GEOID03.
 RQ0318
 RQ0318.The dynamic height is computed by dividing the NAVD 88
 RQ0318.geopotential number by the normal gravity value computed on the
 RQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0318.degrees latitude (g = 980.6199 gals.).
 RQ0318
 RQ0318.The modeled gravity was interpolated from observed gravity values.
 RQ0318
 RQ0318;                    North         East    Units  Estimated Accuracy
 RQ0318;SPC ND S     -    51,110.      680,660.      MT  (+/- 180 meters Scaled)
 RQ0318
 RQ0318                          SUPERSEDED SURVEY CONTROL
 RQ0318
 RQ0318  NGVD 29 (??/??/92)  611.085  (m)         2004.87   (f) ADJ UNCH    2 0
 RQ0318
 RQ0318.Superseded values are not recommended for survey control.
 RQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0318.See file dsdata.txt to determine how the superseded data were derived.
 RQ0318
 RQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS647076(NAD 83)
 RQ0318_MARKER: DB = BENCH MARK DISK
 RQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0318_STAMPING: A 41 1934
 RQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0318+STABILITY: SURFACE MOTION
 RQ0318
 RQ0318  HISTORY     - Date     Condition        Report By
 RQ0318  HISTORY     - 1934     MONUMENTED       CGS
 RQ0318  HISTORY     - 1959     GOOD             NGS
 RQ0318
 RQ0318                          STATION DESCRIPTION
 RQ0318
 RQ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0318'1.8 MI SE FROM DANZIG.
 RQ0318'1.8 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0318'MARIE RAILWAY FROM THE STATION AT DANZIG, MCINTOSH COUNTY, 6 POLES
 RQ0318'SOUTHEAST OF MILEPOST 353, 100 FEET NORTH OF THE CENTER OF A PUBLIC
 RQ0318'ROAD CROSSING, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 4
 RQ0318'FEET NORTH OF A POLE, AND ABOUT 3 FEET LOWER THAN THE RAIL, A STANDARD
 RQ0318'DISK, STAMPED A 41 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RQ0318'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0318'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0378 ***********************************************************************
 TD0378  DESIGNATION -  A 410
 TD0378  PID         -  TD0378
 TD0378  STATE/COUNTY-  ND/WALSH
 TD0378  USGS QUAD   -  PARK RIVER (1963)
 TD0378
 TD0378                         *CURRENT SURVEY CONTROL
 TD0378  ___________________________________________________________________
 TD0378* NAD 83(1986)-  48 23 52.     (N)    097 42 36.     (W)     SCALED    
 TD0378* NAVD 88     -       293.503  (meters)     962.93   (feet)  ADJUSTED  
 TD0378  ___________________________________________________________________
 TD0378  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 TD0378  DYNAMIC HT  -         293.571 (meters)     963.16  (feet)  COMP
 TD0378  MODELED GRAV-     980,834.7   (mgal)                       NAVD 88
 TD0378
 TD0378  VERT ORDER  -  SECOND    CLASS 0
 TD0378
 TD0378.The horizontal coordinates were scaled from a topographic map and have
 TD0378.an estimated accuracy of +/- 6 seconds.
 TD0378
 TD0378.The orthometric height was determined by differential leveling
 TD0378.and adjusted by the National Geodetic Survey in June 1991..
 TD0378
 TD0378.The geoid height was determined by GEOID03.
 TD0378
 TD0378.The dynamic height is computed by dividing the NAVD 88
 TD0378.geopotential number by the normal gravity value computed on the
 TD0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0378.degrees latitude (g = 980.6199 gals.).
 TD0378
 TD0378.The modeled gravity was interpolated from observed gravity values.
 TD0378
 TD0378;                    North         East    Units  Estimated Accuracy
 TD0378;SPC ND N     -   159,150.      806,540.      MT  (+/- 180 meters Scaled)
 TD0378
 TD0378                          SUPERSEDED SURVEY CONTROL
 TD0378
 TD0378  NGVD 29 (??/??/92)  293.165  (m)          961.83   (f) ADJ UNCH    2 0
 TD0378
 TD0378.Superseded values are not recommended for survey control.
 TD0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0378.See file dsdata.txt to determine how the superseded data were derived.
 TD0378
 TD0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU954613(NAD 83)
 TD0378_MARKER: DB = BENCH MARK DISK
 TD0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0378_STAMPING: A 410 1964
 TD0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0378+STABILITY: SURFACE MOTION
 TD0378
 TD0378  HISTORY     - Date     Condition        Report By
 TD0378  HISTORY     - 1964     MONUMENTED       CGS
 TD0378
 TD0378                          STATION DESCRIPTION
 TD0378
 TD0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0378'1.5 MI E FROM PARK RIVER.
 TD0378'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0378'GREAT NORTHERN RAILWAY AT PARK RIVER, IN S 27, R 55 W, T 157 N, ABOUT
 TD0378'0.9 MILE EAST OF THE ENTRANCE DRIVE LEADING NORTH TO THE PARK RIVER
 TD0378'MEMORIAL PARK, 132 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 TD0378'INTERSECTION, 96 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 91 FEET
 TD0378'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 2 1/2 FEET EAST OF
 TD0378'A POWER POLE AND IN LINE WITH A ROW OF POLES, 1.7 FEET WEST OF A METAL
 TD0378'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TD0378'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0439 ***********************************************************************
 TD0439  DESIGNATION -  A 411
 TD0439  PID         -  TD0439
 TD0439  STATE/COUNTY-  ND/WALSH
 TD0439  USGS QUAD   -  EDINBURG NW (1972)
 TD0439
 TD0439                         *CURRENT SURVEY CONTROL
 TD0439  ___________________________________________________________________
 TD0439* NAD 83(1986)-  48 23 54.     (N)    097 55 32.     (W)     SCALED    
 TD0439* NAVD 88     -       395.355  (meters)    1297.09   (feet)  ADJUSTED  
 TD0439  ___________________________________________________________________
 TD0439  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0439  DYNAMIC HT  -         395.435 (meters)    1297.36  (feet)  COMP
 TD0439  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TD0439
 TD0439  VERT ORDER  -  SECOND    CLASS 0
 TD0439
 TD0439.The horizontal coordinates were scaled from a topographic map and have
 TD0439.an estimated accuracy of +/- 6 seconds.
 TD0439
 TD0439.The orthometric height was determined by differential leveling
 TD0439.and adjusted by the National Geodetic Survey in June 1991..
 TD0439
 TD0439.The geoid height was determined by GEOID03.
 TD0439
 TD0439.The dynamic height is computed by dividing the NAVD 88
 TD0439.geopotential number by the normal gravity value computed on the
 TD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0439.degrees latitude (g = 980.6199 gals.).
 TD0439
 TD0439.The modeled gravity was interpolated from observed gravity values.
 TD0439
 TD0439;                    North         East    Units  Estimated Accuracy
 TD0439;SPC ND N     -   158,660.      790,590.      MT  (+/- 180 meters Scaled)
 TD0439
 TD0439                          SUPERSEDED SURVEY CONTROL
 TD0439
 TD0439  NGVD 29 (??/??/92)  394.995  (m)         1295.91   (f) ADJ UNCH    2 0
 TD0439
 TD0439.Superseded values are not recommended for survey control.
 TD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0439.See file dsdata.txt to determine how the superseded data were derived.
 TD0439
 TD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU795611(NAD 83)
 TD0439_MARKER: DB = BENCH MARK DISK
 TD0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0439_STAMPING: A 411 1964
 TD0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0439+STABILITY: SURFACE MOTION
 TD0439
 TD0439  HISTORY     - Date     Condition        Report By
 TD0439  HISTORY     - 1964     MONUMENTED       CGS
 TD0439  HISTORY     - 1968     GOOD             USAF
 TD0439
 TD0439                          STATION DESCRIPTION
 TD0439
 TD0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0439'7.0 MI E FROM ADAMS.
 TD0439'ABOUT 7.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0439'SOO LINE RAILROAD AT ADAMS, IN S 19, R 56 W, T 157 N, 123 FEET
 TD0439'NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TD0439'SOUTH TO LANKIN, 98 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 71
 TD0439'FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING SOUTH, 12
 TD0439'1/2 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE LINE,
 TD0439'1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL
 TD0439'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TD0439'INCHES.
 TD0439
 TD0439                          STATION RECOVERY (1968)
 TD0439
 TD0439'RECOVERY NOTE BY US AIR FORCE 1968
 TD0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0485 ***********************************************************************
 TE0485  DESIGNATION -  A 412
 TE0485  PID         -  TE0485
 TE0485  STATE/COUNTY-  ND/RAMSEY
 TE0485  USGS QUAD   -  EDMORE NE (1972)
 TE0485
 TE0485                         *CURRENT SURVEY CONTROL
 TE0485  ___________________________________________________________________
 TE0485* NAD 83(1986)-  48 24 47.     (N)    098 20 22.     (W)     SCALED    
 TE0485* NAVD 88     -       470.395  (meters)    1543.29   (feet)  ADJUSTED  
 TE0485  ___________________________________________________________________
 TE0485  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 TE0485  DYNAMIC HT  -         470.488 (meters)    1543.59  (feet)  COMP
 TE0485  MODELED GRAV-     980,793.6   (mgal)                       NAVD 88
 TE0485
 TE0485  VERT ORDER  -  SECOND    CLASS 0
 TE0485
 TE0485.The horizontal coordinates were scaled from a topographic map and have
 TE0485.an estimated accuracy of +/- 6 seconds.
 TE0485
 TE0485.The orthometric height was determined by differential leveling
 TE0485.and adjusted by the National Geodetic Survey in June 1991..
 TE0485
 TE0485.The geoid height was determined by GEOID03.
 TE0485
 TE0485.The dynamic height is computed by dividing the NAVD 88
 TE0485.geopotential number by the normal gravity value computed on the
 TE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0485.degrees latitude (g = 980.6199 gals.).
 TE0485
 TE0485.The modeled gravity was interpolated from observed gravity values.
 TE0485
 TE0485;                    North         East    Units  Estimated Accuracy
 TE0485;SPC ND N     -   159,350.      759,910.      MT  (+/- 180 meters Scaled)
 TE0485
 TE0485                          SUPERSEDED SURVEY CONTROL
 TE0485
 TE0485  NGVD 29 (??/??/92)  470.018  (m)         1542.05   (f) ADJ UNCH    2 0
 TE0485
 TE0485.Superseded values are not recommended for survey control.
 TE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0485.See file dsdata.txt to determine how the superseded data were derived.
 TE0485
 TE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU488624(NAD 83)
 TE0485_MARKER: DB = BENCH MARK DISK
 TE0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0485_STAMPING: A 412 1964
 TE0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0485+STABILITY: SURFACE MOTION
 TE0485
 TE0485  HISTORY     - Date     Condition        Report By
 TE0485  HISTORY     - 1964     MONUMENTED       CGS
 TE0485
 TE0485                          STATION DESCRIPTION
 TE0485
 TE0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0485'5.3 MI E FROM EDMORE.
 TE0485'ABOUT 5.3 MILES EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0485'AT EDMORE, IN S 13, R 60 W, T 157 N, ABOUT 1.0 MILE WEST OF THE
 TE0485'RAMSEY-WALSH COUNTY LINE, 126 FEET NORTHEAST OF THE CENTER OF THE
 TE0485'INTERSECTION OF A GRAVELED ROAD, 103 FEET NORTH OF THE CENTER LINE OF
 TE0485'THE HIGHWAY, 74 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 TE0485'NORTH, 2 1/2 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF
 TE0485'POLES, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0485'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0485'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0607 ***********************************************************************
 TD0607  DESIGNATION -  A 413
 TD0607  PID         -  TD0607
 TD0607  STATE/COUNTY-  ND/CAVALIER
 TD0607  USGS QUAD   -  UNION (1972)
 TD0607
 TD0607                         *CURRENT SURVEY CONTROL
 TD0607  ___________________________________________________________________
 TD0607* NAD 83(1986)-  48 34 16.     (N)    097 57 33.     (W)     SCALED    
 TD0607* NAVD 88     -       434.599  (meters)    1425.85   (feet)  ADJUSTED  
 TD0607  ___________________________________________________________________
 TD0607  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 TD0607  DYNAMIC HT  -         434.688 (meters)    1426.14  (feet)  COMP
 TD0607  MODELED GRAV-     980,802.1   (mgal)                       NAVD 88
 TD0607
 TD0607  VERT ORDER  -  SECOND    CLASS 0
 TD0607
 TD0607.The horizontal coordinates were scaled from a topographic map and have
 TD0607.an estimated accuracy of +/- 6 seconds.
 TD0607
 TD0607.The orthometric height was determined by differential leveling
 TD0607.and adjusted by the National Geodetic Survey in June 1991..
 TD0607
 TD0607.The geoid height was determined by GEOID03.
 TD0607
 TD0607.The dynamic height is computed by dividing the NAVD 88
 TD0607.geopotential number by the normal gravity value computed on the
 TD0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0607.degrees latitude (g = 980.6199 gals.).
 TD0607
 TD0607.The modeled gravity was interpolated from observed gravity values.
 TD0607
 TD0607;                    North         East    Units  Estimated Accuracy
 TD0607;SPC ND N     -   177,780.      787,470.      MT  (+/- 180 meters Scaled)
 TD0607
 TD0607                          SUPERSEDED SURVEY CONTROL
 TD0607
 TD0607  NGVD 29 (??/??/92)  434.226  (m)         1424.62   (f) ADJ UNCH    2 0
 TD0607
 TD0607.Superseded values are not recommended for survey control.
 TD0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0607.See file dsdata.txt to determine how the superseded data were derived.
 TD0607
 TD0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU767803(NAD 83)
 TD0607_MARKER: DB = BENCH MARK DISK
 TD0607_SETTING: 80 = SET IN A BOULDER
 TD0607_SP_SET: BOULDER
 TD0607_STAMPING: A 413 1964
 TD0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0607+STABILITY: SURFACE MOTION
 TD0607
 TD0607  HISTORY     - Date     Condition        Report By
 TD0607  HISTORY     - 1964     MONUMENTED       CGS
 TD0607
 TD0607                          STATION DESCRIPTION
 TD0607
 TD0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0607'5.45 MI SE FROM MILTON.
 TD0607'ABOUT 5.45 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0607'STATION AT MILTON, IN S 26, R 57 W, T 159 N, ABOUT 0.85 MILE NORTHWEST
 TD0607'OF THE NOW ABANDONED RAILROAD STATION AT UNION, ABOUT 0.35 MILE
 TD0607'SOUTHEAST OF MILEPOST 51, ABOUT 10 RAILS SOUTHEAST OF A ROAD CROSSING,
 TD0607'16 FEET NORTHEAST OF THE NORTHEAST RAIL, 36 FEET SOUTHWEST OF THE
 TD0607'THIRD POLE SOUTHEAST OF THE CROSSING, SET IN THE TOP OF A LARGE
 TD0607'GRANITE BOULDER, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, AND ABOUT
 TD0607'3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS MARK CAN ALSO BE
 TD0607'REACHED BY GOING 6.95 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY
 TD0607'FROM THE STATION AT EDINBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0297 ***********************************************************************
 TE0297  DESIGNATION -  A 414
 TE0297  PID         -  TE0297
 TE0297  STATE/COUNTY-  ND/CAVALIER
 TE0297  USGS QUAD   -  NEKOMA (1972)
 TE0297
 TE0297                         *CURRENT SURVEY CONTROL
 TE0297  ___________________________________________________________________
 TE0297* NAD 83(1986)-  48 32 42.     (N)    098 17 45.     (W)     SCALED    
 TE0297* NAVD 88     -       502.281  (meters)    1647.90   (feet)  ADJUSTED  
 TE0297  ___________________________________________________________________
 TE0297  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 TE0297  DYNAMIC HT  -         502.380 (meters)    1648.23  (feet)  COMP
 TE0297  MODELED GRAV-     980,790.2   (mgal)                       NAVD 88
 TE0297
 TE0297  VERT ORDER  -  SECOND    CLASS 0
 TE0297
 TE0297.The horizontal coordinates were scaled from a topographic map and have
 TE0297.an estimated accuracy of +/- 6 seconds.
 TE0297
 TE0297.The orthometric height was determined by differential leveling
 TE0297.and adjusted by the National Geodetic Survey in June 1991..
 TE0297
 TE0297.The geoid height was determined by GEOID03.
 TE0297
 TE0297.The dynamic height is computed by dividing the NAVD 88
 TE0297.geopotential number by the normal gravity value computed on the
 TE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0297.degrees latitude (g = 980.6199 gals.).
 TE0297
 TE0297.The modeled gravity was interpolated from observed gravity values.
 TE0297
 TE0297;                    North         East    Units  Estimated Accuracy
 TE0297;SPC ND N     -   174,110.      762,720.      MT  (+/- 180 meters Scaled)
 TE0297
 TE0297                          SUPERSEDED SURVEY CONTROL
 TE0297
 TE0297  NGVD 29 (??/??/92)  501.895  (m)         1646.63   (f) ADJ UNCH    2 0
 TE0297
 TE0297.Superseded values are not recommended for survey control.
 TE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0297.See file dsdata.txt to determine how the superseded data were derived.
 TE0297
 TE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU519771(NAD 83)
 TE0297_MARKER: DB = BENCH MARK DISK
 TE0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0297_STAMPING: A 414 1964
 TE0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0297+STABILITY: SURFACE MOTION
 TE0297
 TE0297  HISTORY     - Date     Condition        Report By
 TE0297  HISTORY     - 1964     MONUMENTED       CGS
 TE0297  HISTORY     - 1968     GOOD             DOD
 TE0297
 TE0297                          STATION DESCRIPTION
 TE0297
 TE0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0297'7.0 MI NW FROM FAIRDALE.
 TE0297'ABOUT 3.0 MILES WEST ALONG WALSH COUNTY ROAD 9 FROM THE INTERSECTION
 TE0297'OF WALSH COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 4.0 MILES NORTH
 TE0297'ALONG A SECTION LINE ROAD, IN S 31, T 159 N, R 59 W, 39 FEET WEST OF
 TE0297'THE CENTER LINE OF THE ROAD, 43 FEET NORTH OF THE CENTER LINE OF AN
 TE0297'EAST-WEST ROAD, 3 1/2 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET EAST OF
 TE0297'A FENCE, 1.4 FEET FROM A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0297'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0297'INCHES.
 TE0297
 TE0297                          STATION RECOVERY (1968)
 TE0297
 TE0297'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0697 ***********************************************************************
 TD0697  DESIGNATION -  A 415
 TD0697  PID         -  TD0697
 TD0697  STATE/COUNTY-  ND/WALSH
 TD0697  USGS QUAD   -  UNION (1972)
 TD0697
 TD0697                         *CURRENT SURVEY CONTROL
 TD0697  ___________________________________________________________________
 TD0697* NAD 83(1986)-  48 32 34.     (N)    097 56 57.     (W)     SCALED    
 TD0697* NAVD 88     -       420.387  (meters)    1379.22   (feet)  ADJUSTED  
 TD0697  ___________________________________________________________________
 TD0697  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 TD0697  DYNAMIC HT  -         420.473 (meters)    1379.50  (feet)  COMP
 TD0697  MODELED GRAV-     980,802.0   (mgal)                       NAVD 88
 TD0697
 TD0697  VERT ORDER  -  SECOND    CLASS 0
 TD0697
 TD0697.The horizontal coordinates were scaled from a topographic map and have
 TD0697.an estimated accuracy of +/- 6 seconds.
 TD0697
 TD0697.The orthometric height was determined by differential leveling
 TD0697.and adjusted by the National Geodetic Survey in June 1991..
 TD0697
 TD0697.The geoid height was determined by GEOID03.
 TD0697
 TD0697.The dynamic height is computed by dividing the NAVD 88
 TD0697.geopotential number by the normal gravity value computed on the
 TD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0697.degrees latitude (g = 980.6199 gals.).
 TD0697
 TD0697.The modeled gravity was interpolated from observed gravity values.
 TD0697
 TD0697;                    North         East    Units  Estimated Accuracy
 TD0697;SPC ND N     -   174,650.      788,310.      MT  (+/- 180 meters Scaled)
 TD0697
 TD0697                          SUPERSEDED SURVEY CONTROL
 TD0697
 TD0697  NGVD 29 (??/??/92)  420.016  (m)         1378.00   (f) ADJ UNCH    2 0
 TD0697
 TD0697.Superseded values are not recommended for survey control.
 TD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0697.See file dsdata.txt to determine how the superseded data were derived.
 TD0697
 TD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU775771(NAD 83)
 TD0697_MARKER: DB = BENCH MARK DISK
 TD0697_SETTING: 80 = SET IN A BOULDER
 TD0697_SP_SET: BOULDER
 TD0697_STAMPING: A 415 1964
 TD0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0697+STABILITY: SURFACE MOTION
 TD0697
 TD0697  HISTORY     - Date     Condition        Report By
 TD0697  HISTORY     - 1964     MONUMENTED       CGS
 TD0697  HISTORY     - 1968     GOOD             DOD
 TD0697
 TD0697                          STATION DESCRIPTION
 TD0697
 TD0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0697'5.4 MI NW FROM EDINBURG.
 TD0697'ABOUT 4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0697'STATION AT EDINBURG, THENCE 0.6 MILE WEST ALONG WALSH COUNTY ROAD 1,
 TD0697'IN S 2, T 158 N, R 57 W, 117 FEET SOUTH OF THE CENTER LINE OF THE
 TD0697'ROAD, 102 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTH,
 TD0697'SET IN THE TOP OF A GRANITE BOULDER, NEAR THE CENTER OF A LARGE CIRCLE
 TD0697'OF BOULDERS, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 TD0697'BELOW THE LEVEL OF THE ROAD, AND PROJECTING 6 INCHES.
 TD0697
 TD0697                          STATION RECOVERY (1968)
 TD0697
 TD0697'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TD0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0430 ***********************************************************************
 TD0430  DESIGNATION -  A 416
 TD0430  PID         -  TD0430
 TD0430  STATE/COUNTY-  ND/WALSH
 TD0430  USGS QUAD   -  EDINBURG NW (1972)
 TD0430
 TD0430                         *CURRENT SURVEY CONTROL
 TD0430  ___________________________________________________________________
 TD0430* NAD 83(1986)-  48 27 21.     (N)    097 56 56.     (W)     SCALED    
 TD0430* NAVD 88     -       418.292  (meters)    1372.35   (feet)  ADJUSTED  
 TD0430  ___________________________________________________________________
 TD0430  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 TD0430  DYNAMIC HT  -         418.375 (meters)    1372.62  (feet)  COMP
 TD0430  MODELED GRAV-     980,797.8   (mgal)                       NAVD 88
 TD0430
 TD0430  VERT ORDER  -  SECOND    CLASS 0
 TD0430
 TD0430.The horizontal coordinates were scaled from a topographic map and have
 TD0430.an estimated accuracy of +/- 6 seconds.
 TD0430
 TD0430.The orthometric height was determined by differential leveling
 TD0430.and adjusted by the National Geodetic Survey in June 1991..
 TD0430
 TD0430.The geoid height was determined by GEOID03.
 TD0430
 TD0430.The dynamic height is computed by dividing the NAVD 88
 TD0430.geopotential number by the normal gravity value computed on the
 TD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0430.degrees latitude (g = 980.6199 gals.).
 TD0430
 TD0430.The modeled gravity was interpolated from observed gravity values.
 TD0430
 TD0430;                    North         East    Units  Estimated Accuracy
 TD0430;SPC ND N     -   164,990.      788,650.      MT  (+/- 180 meters Scaled)
 TD0430
 TD0430                          SUPERSEDED SURVEY CONTROL
 TD0430
 TD0430  NGVD 29 (??/??/92)  417.911  (m)         1371.10   (f) ADJ UNCH    2 0
 TD0430
 TD0430.Superseded values are not recommended for survey control.
 TD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0430.See file dsdata.txt to determine how the superseded data were derived.
 TD0430
 TD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU777675(NAD 83)
 TD0430_MARKER: DB = BENCH MARK DISK
 TD0430_SETTING: 80 = SET IN A BOULDER
 TD0430_SP_SET: BOULDER
 TD0430_STAMPING: A 416 1964
 TD0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0430+STABILITY: SURFACE MOTION
 TD0430
 TD0430  HISTORY     - Date     Condition        Report By
 TD0430  HISTORY     - 1964     MONUMENTED       CGS
 TD0430
 TD0430                          STATION DESCRIPTION
 TD0430
 TD0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0430'9.9 MI NE FROM ADAMS.
 TD0430'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF STATE
 TD0430'HIGHWAY 17 AND THE SOO LINE RAILROAD AT ADAMS, THENCE 2.9 MILES NORTH
 TD0430'ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 TD0430'THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD, OR ABOUT 5.1 MILES WEST
 TD0430'ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT EDINBURG, THENCE 1.5 MILES
 TD0430'SOUTH ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG A GRAVELED
 TD0430'ROAD, THENCE 1.0 MILE SOUTH ALONG A TRAIL ROAD, IN SECTION 2, T 157 N,
 TD0430'R 57 W, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 TD0430'A BOULDER WHICH IS LEVEL WITH THE GROUND, 38 FEET NORTHEAST OF THE
 TD0430'MORE SOUTHERLY OF 2 TREES, 5.5 FEET SOUTH OF A METAL WITNESS POST, AND
 TD0430'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0432 ***********************************************************************
 TE0432  DESIGNATION -  A 417
 TE0432  PID         -  TE0432
 TE0432  STATE/COUNTY-  ND/WALSH
 TE0432  USGS QUAD   -  FAIRDALE (1972)
 TE0432
 TE0432                         *CURRENT SURVEY CONTROL
 TE0432  ___________________________________________________________________
 TE0432* NAD 83(1986)-  48 29 06.     (N)    098 11 13.     (W)     SCALED    
 TE0432* NAVD 88     -       491.499  (meters)    1612.53   (feet)  ADJUSTED  
 TE0432  ___________________________________________________________________
 TE0432  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 TE0432  DYNAMIC HT  -         491.598 (meters)    1612.85  (feet)  COMP
 TE0432  MODELED GRAV-     980,796.6   (mgal)                       NAVD 88
 TE0432
 TE0432  VERT ORDER  -  SECOND    CLASS 0
 TE0432
 TE0432.The horizontal coordinates were scaled from a topographic map and have
 TE0432.an estimated accuracy of +/- 6 seconds.
 TE0432
 TE0432.The orthometric height was determined by differential leveling
 TE0432.and adjusted by the National Geodetic Survey in June 1991..
 TE0432
 TE0432.The geoid height was determined by GEOID03.
 TE0432
 TE0432.The dynamic height is computed by dividing the NAVD 88
 TE0432.geopotential number by the normal gravity value computed on the
 TE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0432.degrees latitude (g = 980.6199 gals.).
 TE0432
 TE0432.The modeled gravity was interpolated from observed gravity values.
 TE0432
 TE0432;                    North         East    Units  Estimated Accuracy
 TE0432;SPC ND N     -   167,680.      770,960.      MT  (+/- 180 meters Scaled)
 TE0432
 TE0432                          SUPERSEDED SURVEY CONTROL
 TE0432
 TE0432  NGVD 29 (??/??/92)  491.120  (m)         1611.28   (f) ADJ UNCH    2 0
 TE0432
 TE0432.Superseded values are not recommended for survey control.
 TE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0432.See file dsdata.txt to determine how the superseded data were derived.
 TE0432
 TE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU600705(NAD 83)
 TE0432_MARKER: DB = BENCH MARK DISK
 TE0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0432_STAMPING: A 417 1964
 TE0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0432+STABILITY: SURFACE MOTION
 TE0432
 TE0432  HISTORY     - Date     Condition        Report By
 TE0432  HISTORY     - 1964     MONUMENTED       CGS
 TE0432  HISTORY     - 1968     GOOD             DOD
 TE0432
 TE0432                          STATION DESCRIPTION
 TE0432
 TE0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0432'2.0 MI E FROM FAIRDALE.
 TE0432'ABOUT 2.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0432'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 30, T 158 N, R 58 W, 79
 TE0432'FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A
 TE0432'GRAVELED ROAD, 60 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 49
 TE0432'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET WEST OF
 TE0432'A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.6 FEET EAST OF A
 TE0432'METAL WITNESS POST. ABOUT 8 FEET BELOW THE LEVEL OF THE ROADS, AND SET
 TE0432'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0432
 TE0432                          STATION RECOVERY (1968)
 TE0432
 TE0432'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0470 ***********************************************************************
 TD0470  DESIGNATION -  A 418
 TD0470  PID         -  TD0470
 TD0470  STATE/COUNTY-  ND/WALSH
 TD0470  USGS QUAD   -  PARK RIVER (1963)
 TD0470
 TD0470                         *CURRENT SURVEY CONTROL
 TD0470  ___________________________________________________________________
 TD0470* NAD 83(1986)-  48 23 00.     (N)    097 38 41.     (W)     SCALED    
 TD0470* NAVD 88     -       279.180  (meters)     915.94   (feet)  ADJUSTED  
 TD0470  ___________________________________________________________________
 TD0470  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 TD0470  DYNAMIC HT  -         279.247 (meters)     916.16  (feet)  COMP
 TD0470  MODELED GRAV-     980,842.3   (mgal)                       NAVD 88
 TD0470
 TD0470  VERT ORDER  -  SECOND    CLASS 0
 TD0470
 TD0470.The horizontal coordinates were scaled from a topographic map and have
 TD0470.an estimated accuracy of +/- 6 seconds.
 TD0470
 TD0470.The orthometric height was determined by differential leveling
 TD0470.and adjusted by the National Geodetic Survey in June 1991..
 TD0470
 TD0470.The geoid height was determined by GEOID03.
 TD0470
 TD0470.The dynamic height is computed by dividing the NAVD 88
 TD0470.geopotential number by the normal gravity value computed on the
 TD0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0470.degrees latitude (g = 980.6199 gals.).
 TD0470
 TD0470.The modeled gravity was interpolated from observed gravity values.
 TD0470
 TD0470;                    North         East    Units  Estimated Accuracy
 TD0470;SPC ND N     -   157,720.      811,430.      MT  (+/- 180 meters Scaled)
 TD0470
 TD0470                          SUPERSEDED SURVEY CONTROL
 TD0470
 TD0470  NGVD 29 (??/??/92)  278.850  (m)          914.86   (f) ADJ UNCH    2 0
 TD0470
 TD0470.Superseded values are not recommended for survey control.
 TD0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0470.See file dsdata.txt to determine how the superseded data were derived.
 TD0470
 TD0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU003597(NAD 83)
 TD0470_MARKER: DB = BENCH MARK DISK
 TD0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0470_STAMPING: A 418 1964
 TD0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0470+STABILITY: SURFACE MOTION
 TD0470
 TD0470  HISTORY     - Date     Condition        Report By
 TD0470  HISTORY     - 1964     MONUMENTED       CGS
 TD0470
 TD0470                          STATION DESCRIPTION
 TD0470
 TD0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0470'5.5 MI SE FROM PARK RIVER.
 TD0470'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0470'GREAT NORTHERN RAILWAY AT PARK RIVER, THENCE 1.0 MILE SOUTH ALONG A
 TD0470'GRAVELED ROAD, IN S 31, T 157 N, R 54 W, 62 FEET SOUTHWEST OF THE
 TD0470'CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING WEST AND A
 TD0470'PRIVATE ROAD LEADING EAST, 49 FEET SOUTH OF THE CENTER LINE OF THE
 TD0470'ROAD LEADING WEST, 40 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 TD0470'SOUTH, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TD0470'ROAD LEADING WEST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND SET
 TD0470'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0529 ***********************************************************************
 TD0529  DESIGNATION -  A 419
 TD0529  PID         -  TD0529
 TD0529  STATE/COUNTY-  ND/WALSH
 TD0529  USGS QUAD   -  FORDVILLE (1979)
 TD0529
 TD0529                         *CURRENT SURVEY CONTROL
 TD0529  ___________________________________________________________________
 TD0529* NAD 83(1986)-  48 13 01.     (N)    097 50 39.     (W)     SCALED    
 TD0529* NAVD 88     -       354.050  (meters)    1161.58   (feet)  ADJUSTED  
 TD0529  ___________________________________________________________________
 TD0529  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 TD0529  DYNAMIC HT  -         354.122 (meters)    1161.82  (feet)  COMP
 TD0529  MODELED GRAV-     980,802.4   (mgal)                       NAVD 88
 TD0529
 TD0529  VERT ORDER  -  SECOND    CLASS 0
 TD0529
 TD0529.The horizontal coordinates were scaled from a topographic map and have
 TD0529.an estimated accuracy of +/- 6 seconds.
 TD0529
 TD0529.The orthometric height was determined by differential leveling
 TD0529.and adjusted by the National Geodetic Survey in June 1991..
 TD0529
 TD0529.The geoid height was determined by GEOID03.
 TD0529
 TD0529.The dynamic height is computed by dividing the NAVD 88
 TD0529.geopotential number by the normal gravity value computed on the
 TD0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0529.degrees latitude (g = 980.6199 gals.).
 TD0529
 TD0529.The modeled gravity was interpolated from observed gravity values.
 TD0529
 TD0529;                    North         East    Units  Estimated Accuracy
 TD0529;SPC ND N     -   138,710.      797,310.      MT  (+/- 180 meters Scaled)
 TD0529
 TD0529                          SUPERSEDED SURVEY CONTROL
 TD0529
 TD0529  NGVD 29 (??/??/92)  353.696  (m)         1160.42   (f) ADJ UNCH    2 0
 TD0529
 TD0529.Superseded values are not recommended for survey control.
 TD0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0529.See file dsdata.txt to determine how the superseded data were derived.
 TD0529
 TD0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU858410(NAD 83)
 TD0529_MARKER: DB = BENCH MARK DISK
 TD0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0529_SP_SET: BRIDGE
 TD0529_STAMPING: A 419 1964
 TD0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0529
 TD0529  HISTORY     - Date     Condition        Report By
 TD0529  HISTORY     - 1964     MONUMENTED       CGS
 TD0529  HISTORY     - 1983     GOOD             USPSQD
 TD0529
 TD0529                          STATION DESCRIPTION
 TD0529
 TD0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0529'8.0 MI NE FROM DAHLEN.
 TD0529'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0529'DAHLEN, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0529'MILES EAST ALONG A TRACK ROAD, THENCE 3.6 MILES NORTH ALONG STATE
 TD0529'HIGHWAY 32, THENCE 0.8 MILE EAST ALONG COUNTY ROAD 19, OR ABOUT 2.5
 TD0529'MILES WEST ALONG COUNTY ROAD 19 FROM THE SOO LINE RAILROAD STATION AT
 TD0529'FORDVILLE, IN SECTION 28, T 155 N, R 56 W, ABOUT 60 YARDS SOUTH OF THE
 TD0529'JUNCTION OF A GRAVELED ROAD LEADING SOUTH, SET IN THE TOP OF THE
 TD0529'NORTHWEST END OF AN EMBEDDED BOULDER THAT IS EAST OF THE NORTHEAST
 TD0529'CORNER OF A 25- FOOT BRIDGE IN THE ROAD LEADING SOUTH, 39 FEET EAST OF
 TD0529'THE CENTER LINE OF THE ROAD LEADING SOUTH, AND ABOUT 25 FEET BELOW THE
 TD0529'LEVEL OF COUNTY ROAD 19.
 TD0529
 TD0529                          STATION RECOVERY (1983)
 TD0529
 TD0529'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0418 ***********************************************************************
 RQ0418  DESIGNATION -  A 42
 RQ0418  PID         -  RQ0418
 RQ0418  STATE/COUNTY-  ND/LOGAN
 RQ0418  USGS QUAD   -  MC KENNA LAKE NORTH (1980)
 RQ0418
 RQ0418                         *CURRENT SURVEY CONTROL
 RQ0418  ___________________________________________________________________
 RQ0418* NAD 83(1986)-  46 30 37.     (N)    099 48 05.     (W)     SCALED    
 RQ0418* NAVD 88     -       592.029  (meters)    1942.35   (feet)  ADJUSTED  
 RQ0418  ___________________________________________________________________
 RQ0418  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 RQ0418  DYNAMIC HT  -         592.025 (meters)    1942.34  (feet)  COMP
 RQ0418  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 RQ0418
 RQ0418  VERT ORDER  -  SECOND    CLASS 0
 RQ0418
 RQ0418.The horizontal coordinates were scaled from a topographic map and have
 RQ0418.an estimated accuracy of +/- 6 seconds.
 RQ0418
 RQ0418.The orthometric height was determined by differential leveling
 RQ0418.and adjusted by the National Geodetic Survey in June 1991..
 RQ0418
 RQ0418.The geoid height was determined by GEOID03.
 RQ0418
 RQ0418.The dynamic height is computed by dividing the NAVD 88
 RQ0418.geopotential number by the normal gravity value computed on the
 RQ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0418.degrees latitude (g = 980.6199 gals.).
 RQ0418
 RQ0418.The modeled gravity was interpolated from observed gravity values.
 RQ0418
 RQ0418;                    North         East    Units  Estimated Accuracy
 RQ0418;SPC ND S     -    94,010.      653,610.      MT  (+/- 180 meters Scaled)
 RQ0418
 RQ0418                          SUPERSEDED SURVEY CONTROL
 RQ0418
 RQ0418  NGVD 29 (??/??/92)  591.602  (m)         1940.95   (f) ADJ UNCH    2 0
 RQ0418
 RQ0418.Superseded values are not recommended for survey control.
 RQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0418.See file dsdata.txt to determine how the superseded data were derived.
 RQ0418
 RQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS385510(NAD 83)
 RQ0418_MARKER: DB = BENCH MARK DISK
 RQ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0418_STAMPING: A 42 1934
 RQ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0418+STABILITY: SURFACE MOTION
 RQ0418
 RQ0418  HISTORY     - Date     Condition        Report By
 RQ0418  HISTORY     - 1934     MONUMENTED       CGS
 RQ0418  HISTORY     - 1959     GOOD             NGS
 RQ0418
 RQ0418                          STATION DESCRIPTION
 RQ0418
 RQ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0418'1.7 MI W FROM NAPOLEON.
 RQ0418'1.7 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0418'RAILWAY FROM THE COURTHOUSE AT NAPOLEON, LOGAN COUNTY, OPPOSITE
 RQ0418'MILEPOST 364, 49 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 4 FEET
 RQ0418'EAST OF A POLE, 1 FOOT FROM A FENCE, AND ABOUT 4 FEET LOWER THAN THE
 RQ0418'TRACK.  A STANDARD DISK, STAMPED A 42 1934 AND SET IN THE TOP OF A
 RQ0418'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0418'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0521 ***********************************************************************
 TD0521  DESIGNATION -  A 421
 TD0521  PID         -  TD0521
 TD0521  STATE/COUNTY-  ND/WALSH
 TD0521  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0521
 TD0521                         *CURRENT SURVEY CONTROL
 TD0521  ___________________________________________________________________
 TD0521* NAD 83(1986)-  48 20 32.     (N)    097 45 06.     (W)     SCALED    
 TD0521* NAVD 88     -       320.631  (meters)    1051.94   (feet)  ADJUSTED  
 TD0521  ___________________________________________________________________
 TD0521  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 TD0521  DYNAMIC HT  -         320.704 (meters)    1052.18  (feet)  COMP
 TD0521  MODELED GRAV-     980,831.7   (mgal)                       NAVD 88
 TD0521
 TD0521  VERT ORDER  -  SECOND    CLASS 0
 TD0521
 TD0521.The horizontal coordinates were scaled from a topographic map and have
 TD0521.an estimated accuracy of +/- 6 seconds.
 TD0521
 TD0521.The orthometric height was determined by differential leveling
 TD0521.and adjusted by the National Geodetic Survey in June 1991..
 TD0521
 TD0521.The geoid height was determined by GEOID03.
 TD0521
 TD0521.The dynamic height is computed by dividing the NAVD 88
 TD0521.geopotential number by the normal gravity value computed on the
 TD0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0521.degrees latitude (g = 980.6199 gals.).
 TD0521
 TD0521.The modeled gravity was interpolated from observed gravity values.
 TD0521
 TD0521;                    North         East    Units  Estimated Accuracy
 TD0521;SPC ND N     -   152,870.      803,680.      MT  (+/- 180 meters Scaled)
 TD0521
 TD0521                          SUPERSEDED SURVEY CONTROL
 TD0521
 TD0521  NGVD 29 (??/??/92)  320.286  (m)         1050.81   (f) ADJ UNCH    2 0
 TD0521
 TD0521.Superseded values are not recommended for survey control.
 TD0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0521.See file dsdata.txt to determine how the superseded data were derived.
 TD0521
 TD0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU925550(NAD 83)
 TD0521_MARKER: DB = BENCH MARK DISK
 TD0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0521_STAMPING: A 421 1964
 TD0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0521+STABILITY: SURFACE MOTION
 TD0521
 TD0521  HISTORY     - Date     Condition        Report By
 TD0521  HISTORY     - 1964     MONUMENTED       CGS
 TD0521
 TD0521                          STATION DESCRIPTION
 TD0521
 TD0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0521'3.8 MI S FROM PARK RIVER.
 TD0521'ABOUT 1.9 MILES SOUTH ALONG COUNTY ROAD B 12 FROM THE JUNCTION OF
 TD0521'COUNTY ROAD B 12 AND STATE HIGHWAY 17 AT PARK RIVER, THENCE 1.9 MILES
 TD0521'SOUTH ALONG A GRAVELED ROAD, IN SECTION 8, T 156 N, R 55 W, ABOUT 0.2
 TD0521'MILE NORTH OF AN INTERSECTION OF GRAVELED ROADS, 48 FEET SOUTHEAST OF
 TD0521'THE CENTER OF A JUNCTION OF THE GRAVELED ROAD AND A PRIVATE DRIVEWAY
 TD0521'LEADING EAST, 36 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 27
 TD0521'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 1.4 FEET NORTH OF A
 TD0521'METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY, ABOUT 2 FEET BELOW
 TD0521'THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TD0521'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0344 ***********************************************************************
 RQ0344  DESIGNATION -  A 43
 RQ0344  PID         -  RQ0344
 RQ0344  STATE/COUNTY-  ND/MCINTOSH
 RQ0344  USGS QUAD   -  LEHR SW (1982)
 RQ0344
 RQ0344                         *CURRENT SURVEY CONTROL
 RQ0344  ___________________________________________________________________
 RQ0344* NAD 83(1986)-  46 16 43.     (N)    099 22 49.     (W)     SCALED    
 RQ0344* NAVD 88     -       610.426  (meters)    2002.71   (feet)  ADJUSTED  
 RQ0344  ___________________________________________________________________
 RQ0344  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 RQ0344  DYNAMIC HT  -         610.394 (meters)    2002.60  (feet)  COMP
 RQ0344  MODELED GRAV-     980,542.9   (mgal)                       NAVD 88
 RQ0344
 RQ0344  VERT ORDER  -  SECOND    CLASS 0
 RQ0344
 RQ0344.The horizontal coordinates were scaled from a topographic map and have
 RQ0344.an estimated accuracy of +/- 6 seconds.
 RQ0344
 RQ0344.The orthometric height was determined by differential leveling
 RQ0344.and adjusted by the National Geodetic Survey in June 1991..
 RQ0344
 RQ0344.The geoid height was determined by GEOID03.
 RQ0344
 RQ0344.The dynamic height is computed by dividing the NAVD 88
 RQ0344.geopotential number by the normal gravity value computed on the
 RQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0344.degrees latitude (g = 980.6199 gals.).
 RQ0344
 RQ0344.The modeled gravity was interpolated from observed gravity values.
 RQ0344
 RQ0344;                    North         East    Units  Estimated Accuracy
 RQ0344;SPC ND S     -    68,640.      686,300.      MT  (+/- 180 meters Scaled)
 RQ0344
 RQ0344                          SUPERSEDED SURVEY CONTROL
 RQ0344
 RQ0344  NGVD 29 (??/??/92)  609.983  (m)         2001.25   (f) ADJ UNCH    2 0
 RQ0344
 RQ0344.Superseded values are not recommended for survey control.
 RQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0344.See file dsdata.txt to determine how the superseded data were derived.
 RQ0344
 RQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS707250(NAD 83)
 RQ0344_MARKER: DB = BENCH MARK DISK
 RQ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0344_STAMPING: A 43 1934
 RQ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0344+STABILITY: SURFACE MOTION
 RQ0344
 RQ0344  HISTORY     - Date     Condition        Report By
 RQ0344  HISTORY     - 1934     MONUMENTED       CGS
 RQ0344  HISTORY     - 1959     GOOD             NGS
 RQ0344
 RQ0344                          STATION DESCRIPTION
 RQ0344
 RQ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0344'1.3 MI W FROM LEHR.
 RQ0344'IN MCINTOSH COUNTY, 1.3 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND
 RQ0344'SAULT STE. MARIE RAILROAD FROM THE STATION AT LEHR, LOGAN COUNTY,
 RQ0344'OPPOSITE MILEPOST 332, NEAR A RAIL REST, 48 FEET SOUTH OF THE
 RQ0344'CENTERLINE OF THE TRACK, IN LINE WITH THE EAST SUPPORT OF THE RAIL
 RQ0344'REST AND THE MILEPOST, 2 FEET NORTH OF A FENCE, AND ABOUT 1 FOOT LOWER
 RQ0344'THAN THE RAIL.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0344'RAILROAD IS NOW THE SOO LINE RAILROAD.  NOTE-- THE RAIL REST HAS BEEN
 RQ0344'REMOVED.  THE MARK IS 3-1/2 FEET NORTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1080 ***********************************************************************
 SL1080  DESIGNATION -  A 434
 SL1080  PID         -  SL1080
 SL1080  STATE/COUNTY-  ND/STEELE
 SL1080  USGS QUAD   -  SHARON (1967)
 SL1080
 SL1080                         *CURRENT SURVEY CONTROL
 SL1080  ___________________________________________________________________
 SL1080* NAD 83(1986)-  47 30 51.     (N)    097 55 16.     (W)     SCALED    
 SL1080* NAVD 88     -       450.824  (meters)    1479.08   (feet)  ADJUSTED  
 SL1080  ___________________________________________________________________
 SL1080  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL1080  DYNAMIC HT  -         450.871 (meters)    1479.23  (feet)  COMP
 SL1080  MODELED GRAV-     980,702.3   (mgal)                       NAVD 88
 SL1080
 SL1080  VERT ORDER  -  SECOND    CLASS 0
 SL1080
 SL1080.The horizontal coordinates were scaled from a topographic map and have
 SL1080.an estimated accuracy of +/- 6 seconds.
 SL1080
 SL1080.The orthometric height was determined by differential leveling
 SL1080.and adjusted by the National Geodetic Survey in June 1991..
 SL1080
 SL1080.The geoid height was determined by GEOID03.
 SL1080
 SL1080.The dynamic height is computed by dividing the NAVD 88
 SL1080.geopotential number by the normal gravity value computed on the
 SL1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1080.degrees latitude (g = 980.6199 gals.).
 SL1080
 SL1080.The modeled gravity was interpolated from observed gravity values.
 SL1080
 SL1080;                    North         East    Units  Estimated Accuracy
 SL1080;SPC ND N     -    60,420.      794,210.      MT  (+/- 180 meters Scaled)
 SL1080
 SL1080                          SUPERSEDED SURVEY CONTROL
 SL1080
 SL1080  NGVD 29 (??/??/92)  450.456  (m)         1477.87   (f) ADJ UNCH    2 0
 SL1080
 SL1080.Superseded values are not recommended for survey control.
 SL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1080.See file dsdata.txt to determine how the superseded data were derived.
 SL1080
 SL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT812628(NAD 83)
 SL1080_MARKER: DB = BENCH MARK DISK
 SL1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1080_STAMPING: A 434 1963
 SL1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1080+STABILITY: SURFACE MOTION
 SL1080
 SL1080  HISTORY     - Date     Condition        Report By
 SL1080  HISTORY     - 1963     MONUMENTED       CGS
 SL1080  HISTORY     - 1968     GOOD             DOD
 SL1080  HISTORY     - 1983     GOOD             USPSQD
 SL1080
 SL1080                          STATION DESCRIPTION
 SL1080
 SL1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1080'4.0 MI W FROM FINLEY.
 SL1080'ABOUT 1.6 MILES WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 SL1080'FINLEY, THENCE 2.4 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 28 T
 SL1080'147 N, R 57 W, 95 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 SL1080'83 FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF THE
 SL1080'CENTER LINE OF THE NORTH-SOUTH ROAD, 10 1/2 FEET WEST OF A POWER POLE
 SL1080'WHICH IS BRACED BY 2 GUY WIRES, 1.4 FEET NORTH OF A METAL WITNESS
 SL1080'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SL1080'CONCRETE POST PROJECTING 4 INCHES.
 SL1080
 SL1080                          STATION RECOVERY (1968)
 SL1080
 SL1080'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1080'RECOVERED IN GOOD CONDITION.
 SL1080
 SL1080                          STATION RECOVERY (1983)
 SL1080
 SL1080'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0426 ***********************************************************************
 SL0426  DESIGNATION -  A 435
 SL0426  PID         -  SL0426
 SL0426  STATE/COUNTY-  ND/TRAILL
 SL0426  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0426
 SL0426                         *CURRENT SURVEY CONTROL
 SL0426  ___________________________________________________________________
 SL0426* NAD 83(1986)-  47 30 46.     (N)    097 19 51.     (W)     SCALED    
 SL0426* NAVD 88     -       298.623  (meters)     979.73   (feet)  ADJUSTED  
 SL0426  ___________________________________________________________________
 SL0426  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL0426  DYNAMIC HT  -         298.662 (meters)     979.86  (feet)  COMP
 SL0426  MODELED GRAV-     980,736.0   (mgal)                       NAVD 88
 SL0426
 SL0426  VERT ORDER  -  SECOND    CLASS 0
 SL0426
 SL0426.The horizontal coordinates were scaled from a topographic map and have
 SL0426.an estimated accuracy of +/- 6 seconds.
 SL0426
 SL0426.The orthometric height was determined by differential leveling
 SL0426.and adjusted by the National Geodetic Survey in June 1991..
 SL0426
 SL0426.The geoid height was determined by GEOID03.
 SL0426
 SL0426.The dynamic height is computed by dividing the NAVD 88
 SL0426.geopotential number by the normal gravity value computed on the
 SL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0426.degrees latitude (g = 980.6199 gals.).
 SL0426
 SL0426.The modeled gravity was interpolated from observed gravity values.
 SL0426
 SL0426;                    North         East    Units  Estimated Accuracy
 SL0426;SPC ND N     -    61,920.      838,650.      MT  (+/- 180 meters Scaled)
 SL0426
 SL0426                          SUPERSEDED SURVEY CONTROL
 SL0426
 SL0426  NGVD 29 (??/??/92)  298.282  (m)          978.61   (f) ADJ UNCH    2 0
 SL0426
 SL0426.Superseded values are not recommended for survey control.
 SL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0426.See file dsdata.txt to determine how the superseded data were derived.
 SL0426
 SL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT256635(NAD 83)
 SL0426_MARKER: DB = BENCH MARK DISK
 SL0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0426_SP_SET: 48 FT
 SL0426_STAMPING: A 435 1964
 SL0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0426
 SL0426  HISTORY     - Date     Condition        Report By
 SL0426  HISTORY     - 1964     MONUMENTED       CGS
 SL0426
 SL0426                          STATION DESCRIPTION
 SL0426
 SL0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0426'0.95 MI N FROM MAYVILLE.
 SL0426'ABOUT 0.95 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0426'STATION AT MAYVILLE, IN S 30, T 147 N, R 52 W, AT A ROAD CROSSING, 45
 SL0426'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 45 FEET NORTH OF THE
 SL0426'CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 17 FEET NORTH OF A FENCE
 SL0426'CORNER, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 SL0426'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF
 SL0426'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND
 SL0426'IS ENCASED IN A 4-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1317 ***********************************************************************
 TE1317  DESIGNATION -  A 436
 TE1317  PID         -  TE1317
 TE1317  STATE/COUNTY-  ND/BENSON
 TE1317  USGS QUAD   -  KNOX (1980)
 TE1317
 TE1317                         *CURRENT SURVEY CONTROL
 TE1317  ___________________________________________________________________
 TE1317* NAD 83(1986)-  48 20 37.     (N)    099 43 01.     (W)     SCALED    
 TE1317* NAVD 88     -       491.175  (meters)    1611.46   (feet)  ADJUSTED  
 TE1317  ___________________________________________________________________
 TE1317  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 TE1317  DYNAMIC HT  -         491.268 (meters)    1611.77  (feet)  COMP
 TE1317  MODELED GRAV-     980,786.0   (mgal)                       NAVD 88
 TE1317
 TE1317  VERT ORDER  -  FIRST     CLASS II
 TE1317
 TE1317.The horizontal coordinates were scaled from a topographic map and have
 TE1317.an estimated accuracy of +/- 6 seconds.
 TE1317
 TE1317.The orthometric height was determined by differential leveling
 TE1317.and adjusted by the National Geodetic Survey in June 1991..
 TE1317
 TE1317.The geoid height was determined by GEOID03.
 TE1317
 TE1317.The dynamic height is computed by dividing the NAVD 88
 TE1317.geopotential number by the normal gravity value computed on the
 TE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1317.degrees latitude (g = 980.6199 gals.).
 TE1317
 TE1317.The modeled gravity was interpolated from observed gravity values.
 TE1317
 TE1317;                    North         East    Units  Estimated Accuracy
 TE1317;SPC ND N     -   149,680.      658,040.      MT  (+/- 180 meters Scaled)
 TE1317
 TE1317                          SUPERSEDED SURVEY CONTROL
 TE1317
 TE1317  NGVD 29 (??/??/92)  490.817  (m)         1610.29   (f) ADJ UNCH    1 2
 TE1317
 TE1317.Superseded values are not recommended for survey control.
 TE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1317.See file dsdata.txt to determine how the superseded data were derived.
 TE1317
 TE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU468547(NAD 83)
 TE1317_MARKER: DB = BENCH MARK DISK
 TE1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1317_STAMPING: A 436 1964
 TE1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1317+STABILITY: SURFACE MOTION
 TE1317
 TE1317  HISTORY     - Date     Condition        Report By
 TE1317  HISTORY     - 1964     MONUMENTED       CGS
 TE1317  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1317
 TE1317                          STATION DESCRIPTION
 TE1317
 TE1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1317'1.1 MI W FROM KNOX.
 TE1317'ABOUT 1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1317'AT KNOX, IN S 7, T 156 N, R 70 W, 1 POLE EAST OF MILEPOST 129, 51 1/2
 TE1317'FEET SOUTH OF THE SOUTH RAIL, 5 1/2 FEET WEST OF A TELEGRAPH POLE, 1.5
 TE1317'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 TE1317'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TE1317
 TE1317                          STATION RECOVERY (1982)
 TE1317
 TE1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1317'NOT RECOVERED, NOT SEARCHED FOR, OFF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0178 ***********************************************************************
 TF0178  DESIGNATION -  A 437
 TF0178  PID         -  TF0178
 TF0178  STATE/COUNTY-  ND/PIERCE
 TF0178  USGS QUAD   -  BERWICK (1954)
 TF0178
 TF0178                         *CURRENT SURVEY CONTROL
 TF0178  ___________________________________________________________________
 TF0178* NAD 83(1986)-  48 21 48.     (N)    100 12 54.     (W)     SCALED    
 TF0178* NAVD 88     -       454.864  (meters)    1492.33   (feet)  ADJUSTED  
 TF0178  ___________________________________________________________________
 TF0178  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TF0178  DYNAMIC HT  -         454.957 (meters)    1492.64  (feet)  COMP
 TF0178  MODELED GRAV-     980,801.0   (mgal)                       NAVD 88
 TF0178
 TF0178  VERT ORDER  -  FIRST     CLASS II
 TF0178
 TF0178.The horizontal coordinates were scaled from a topographic map and have
 TF0178.an estimated accuracy of +/- 6 seconds.
 TF0178
 TF0178.The orthometric height was determined by differential leveling
 TF0178.and adjusted by the National Geodetic Survey in June 1991..
 TF0178
 TF0178.The geoid height was determined by GEOID03.
 TF0178
 TF0178.The dynamic height is computed by dividing the NAVD 88
 TF0178.geopotential number by the normal gravity value computed on the
 TF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0178.degrees latitude (g = 980.6199 gals.).
 TF0178
 TF0178.The modeled gravity was interpolated from observed gravity values.
 TF0178
 TF0178;                    North         East    Units  Estimated Accuracy
 TF0178;SPC ND N     -   151,620.      621,120.      MT  (+/- 180 meters Scaled)
 TF0178
 TF0178                          SUPERSEDED SURVEY CONTROL
 TF0178
 TF0178  NGVD 29 (??/??/92)  454.506  (m)         1491.16   (f) ADJ UNCH    1 2
 TF0178
 TF0178.Superseded values are not recommended for survey control.
 TF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0178.See file dsdata.txt to determine how the superseded data were derived.
 TF0178
 TF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU100573(NAD 83)
 TF0178_MARKER: DB = BENCH MARK DISK
 TF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0178_STAMPING: A 437 1964
 TF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0178+STABILITY: SURFACE MOTION
 TF0178
 TF0178  HISTORY     - Date     Condition        Report By
 TF0178  HISTORY     - 1964     MONUMENTED       CGS
 TF0178  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0178
 TF0178                          STATION DESCRIPTION
 TF0178
 TF0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0178'1.4 MI E FROM BERWICK.
 TF0178'ABOUT 1.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0178'AT BERWICK, IN S 6, T 156 N, R 74 W, 96 FEET NORTH OF THE NORTH RAIL,
 TF0178'50 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTH, 46 FEET
 TF0178'NORTHEAST OF A TELEGRAPH POLE, 1 FOOT SOUTH OF A FENCE, 1.5 FEET WEST
 TF0178'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK,
 TF0178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF0178
 TF0178                          STATION RECOVERY (1982)
 TF0178
 TF0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0178'NOT SEARCHED FOR DURING THIS SURVEY, INACCESSIBLE FOR LEVELS AT THIS
 TF0178'TIME.  OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0293 ***********************************************************************
 TF0293  DESIGNATION -  A 438
 TF0293  PID         -  TF0293
 TF0293  STATE/COUNTY-  ND/MCHENRY
 TF0293  USGS QUAD   -  GRANVILLE (1977)
 TF0293
 TF0293                         *CURRENT SURVEY CONTROL
 TF0293  ___________________________________________________________________
 TF0293* NAD 83(1986)-  48 16 21.     (N)    100 49 21.     (W)     SCALED    
 TF0293* NAVD 88     -       457.397  (meters)    1500.64   (feet)  ADJUSTED  
 TF0293  ___________________________________________________________________
 TF0293  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0293  DYNAMIC HT  -         457.477 (meters)    1500.91  (feet)  COMP
 TF0293  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 TF0293
 TF0293  VERT ORDER  -  FIRST     CLASS II
 TF0293
 TF0293.The horizontal coordinates were scaled from a topographic map and have
 TF0293.an estimated accuracy of +/- 6 seconds.
 TF0293
 TF0293.The orthometric height was determined by differential leveling
 TF0293.and adjusted by the National Geodetic Survey in June 1991..
 TF0293
 TF0293.The geoid height was determined by GEOID03.
 TF0293
 TF0293.The dynamic height is computed by dividing the NAVD 88
 TF0293.geopotential number by the normal gravity value computed on the
 TF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0293.degrees latitude (g = 980.6199 gals.).
 TF0293
 TF0293.The modeled gravity was interpolated from observed gravity values.
 TF0293
 TF0293;                    North         East    Units  Estimated Accuracy
 TF0293;SPC ND N     -   141,530.      576,060.      MT  (+/- 180 meters Scaled)
 TF0293
 TF0293                          SUPERSEDED SURVEY CONTROL
 TF0293
 TF0293  NGVD 29 (??/??/92)  457.032  (m)         1499.45   (f) ADJ UNCH    1 2
 TF0293
 TF0293.Superseded values are not recommended for survey control.
 TF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0293.See file dsdata.txt to determine how the superseded data were derived.
 TF0293
 TF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU647481(NAD 83)
 TF0293_MARKER: DB = BENCH MARK DISK
 TF0293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0293_SP_SET: 24 FT
 TF0293_STAMPING: A 438 1964
 TF0293_MARK LOGO: CGS   
 TF0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0293
 TF0293  HISTORY     - Date     Condition        Report By
 TF0293  HISTORY     - 1964     MONUMENTED       CGS
 TF0293  HISTORY     - 1982     GOOD             NGS
 TF0293
 TF0293                          STATION DESCRIPTION
 TF0293
 TF0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0293'1.0 MI E FROM GRANVILLE.
 TF0293'ABOUT 1.0 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0293'AT GRANVILLE, IN S 4, T 155 N, R 79 W, 4 POLES WEST OF A ROAD
 TF0293'CROSSING, 122 FEET SOUTH OF MILEPOST 181, 102 FEET SOUTH OF THE SOUTH
 TF0293'RAIL, 1 1/2 FEET SOUTH OF A TELEGRAPH POLE, 0.7 FOOT NORTH OF A METAL
 TF0293'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE
 TF0293'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24
 TF0293'FEET AND IS ENCASED IN A 4-INCH CAST IRON PIPE WHICH PROJECTS 4
 TF0293'INCHES.
 TF0293
 TF0293                          STATION RECOVERY (1982)
 TF0293
 TF0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0293'RECOVERED THIS DATE, NOTE, 2.1 KM (1.3 MI) EAST ALONG U.S. HIGHWAY
 TF0293'2 FROM THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO THE POST
 TF0293'OFFICE IN GRANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0170 ***********************************************************************
 RQ0170  DESIGNATION -  A 44
 RQ0170  PID         -  RQ0170
 RQ0170  STATE/COUNTY-  ND/DICKEY
 RQ0170  USGS QUAD   -  MERRICOURT (1971)
 RQ0170
 RQ0170                         *CURRENT SURVEY CONTROL
 RQ0170  ___________________________________________________________________
 RQ0170* NAD 83(1986)-  46 12 22.     (N)    098 45 17.     (W)     SCALED    
 RQ0170* NAVD 88     -       496.456  (meters)    1628.79   (feet)  ADJUSTED  
 RQ0170  ___________________________________________________________________
 RQ0170  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 RQ0170  DYNAMIC HT  -         496.446 (meters)    1628.76  (feet)  COMP
 RQ0170  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 RQ0170
 RQ0170  VERT ORDER  -  SECOND    CLASS 0
 RQ0170
 RQ0170.The horizontal coordinates were scaled from a topographic map and have
 RQ0170.an estimated accuracy of +/- 6 seconds.
 RQ0170
 RQ0170.The orthometric height was determined by differential leveling
 RQ0170.and adjusted by the National Geodetic Survey in June 1991..
 RQ0170
 RQ0170.The geoid height was determined by GEOID03.
 RQ0170
 RQ0170.The dynamic height is computed by dividing the NAVD 88
 RQ0170.geopotential number by the normal gravity value computed on the
 RQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0170.degrees latitude (g = 980.6199 gals.).
 RQ0170
 RQ0170.The modeled gravity was interpolated from observed gravity values.
 RQ0170
 RQ0170;                    North         East    Units  Estimated Accuracy
 RQ0170;SPC ND S     -    61,460.      734,680.      MT  (+/- 180 meters Scaled)
 RQ0170
 RQ0170                          SUPERSEDED SURVEY CONTROL
 RQ0170
 RQ0170  NGVD 29 (??/??/92)  496.068  (m)         1627.52   (f) ADJ UNCH    2 0
 RQ0170
 RQ0170.Superseded values are not recommended for survey control.
 RQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0170.See file dsdata.txt to determine how the superseded data were derived.
 RQ0170
 RQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS189169(NAD 83)
 RQ0170_MARKER: DB = BENCH MARK DISK
 RQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0170_STAMPING: A 44 1934
 RQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0170+STABILITY: SURFACE MOTION
 RQ0170
 RQ0170  HISTORY     - Date     Condition        Report By
 RQ0170  HISTORY     - 1934     MONUMENTED       CGS
 RQ0170  HISTORY     - 1970     POOR             USGS
 RQ0170
 RQ0170                          STATION DESCRIPTION
 RQ0170
 RQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0170'0.3 MI E FROM MERRICOURT.
 RQ0170'0.3 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0170'RAILROAD FROM THE STATION AT MERRICOURT, DICKEY COUNTY, 6 POLES WEST
 RQ0170'OF MILEPOST 297, 45 FEET NORTHEAST OF THE CENTER OF A PUBLIC-ROAD
 RQ0170'CROSSING, AT THE CROSSING OF A ROW OF POWER POLES, 10 FEET SOUTH OF A
 RQ0170'FENCE CORNER, 4 FEET SOUTH OF A POLE, 4 FEET WEST OF A POWER POLE, AND
 RQ0170'ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED A 44 1934
 RQ0170'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST.
 RQ0170'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0170
 RQ0170                          STATION RECOVERY (1970)
 RQ0170
 RQ0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RQ0170'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0616 ***********************************************************************
 SL0616  DESIGNATION -  A 441
 SL0616  PID         -  SL0616
 SL0616  STATE/COUNTY-  ND/STEELE
 SL0616  USGS QUAD   -  BLABON (1967)
 SL0616
 SL0616                         *CURRENT SURVEY CONTROL
 SL0616  ___________________________________________________________________
 SL0616* NAD 83(1986)-  47 24 45.     (N)    097 47 37.     (W)     SCALED    
 SL0616* NAVD 88     -       415.103  (meters)    1361.88   (feet)  ADJUSTED  
 SL0616  ___________________________________________________________________
 SL0616  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL0616  DYNAMIC HT  -         415.149 (meters)    1362.03  (feet)  COMP
 SL0616  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 SL0616
 SL0616  VERT ORDER  -  SECOND    CLASS 0
 SL0616
 SL0616.The horizontal coordinates were scaled from a topographic map and have
 SL0616.an estimated accuracy of +/- 6 seconds.
 SL0616
 SL0616.The orthometric height was determined by differential leveling
 SL0616.and adjusted by the National Geodetic Survey in June 1991..
 SL0616
 SL0616.The geoid height was determined by GEOID03.
 SL0616
 SL0616.The dynamic height is computed by dividing the NAVD 88
 SL0616.geopotential number by the normal gravity value computed on the
 SL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0616.degrees latitude (g = 980.6199 gals.).
 SL0616
 SL0616.The modeled gravity was interpolated from observed gravity values.
 SL0616
 SL0616;                    North         East    Units  Estimated Accuracy
 SL0616;SPC ND N     -    49,450.      804,210.      MT  (+/- 180 meters Scaled)
 SL0616
 SL0616                          SUPERSEDED SURVEY CONTROL
 SL0616
 SL0616  NGVD 29 (??/??/92)  414.745  (m)         1360.71   (f) ADJ UNCH    2 0
 SL0616
 SL0616.Superseded values are not recommended for survey control.
 SL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0616.See file dsdata.txt to determine how the superseded data were derived.
 SL0616
 SL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT910517(NAD 83)
 SL0616_MARKER: DB = BENCH MARK DISK
 SL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0616_STAMPING: A 441 1964
 SL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0616+STABILITY: SURFACE MOTION
 SL0616
 SL0616  HISTORY     - Date     Condition        Report By
 SL0616  HISTORY     - 1964     MONUMENTED       CGS
 SL0616
 SL0616                          STATION DESCRIPTION
 SL0616
 SL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0616'0.8 MI NW FROM BLABON.
 SL0616'0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0616'AT BLABON, ABOUT 0.2 MILE NORTHWEST OF MILEPOLE 46, IN SECTION 33, R
 SL0616'56 W T 146 N, 174 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 SL0616'CROSSING TRACK, 88 FEET WEST OF AND ACROSS TRACK FROM THE 7 TH
 SL0616'TELEPHONE NORTHWEST OF MILEPOLE NO. 46, 39 FEET SOUTHWEST OF THE
 SL0616'SOUTHWEST RAIL, 5 FEET SOUTHEAST OF A TELEPHONE POLE, 2.3 FEET
 SL0616'NORTHWEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF TRACK,
 SL0616'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 SL0616'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0729 ***********************************************************************
 SL0729  DESIGNATION -  A 442
 SL0729  PID         -  SL0729
 SL0729  STATE/COUNTY-  ND/STEELE
 SL0729  USGS QUAD   -  LUVERNE SE (1967)
 SL0729
 SL0729                         *CURRENT SURVEY CONTROL
 SL0729  ___________________________________________________________________
 SL0729* NAD 83(1986)-  47 19 31.     (N)    097 47 21.     (W)     SCALED    
 SL0729* NAVD 88     -       398.449  (meters)    1307.24   (feet)  ADJUSTED  
 SL0729  ___________________________________________________________________
 SL0729  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SL0729  DYNAMIC HT  -         398.492 (meters)    1307.39  (feet)  COMP
 SL0729  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 SL0729
 SL0729  VERT ORDER  -  SECOND    CLASS 0
 SL0729
 SL0729.The horizontal coordinates were scaled from a topographic map and have
 SL0729.an estimated accuracy of +/- 6 seconds.
 SL0729
 SL0729.The orthometric height was determined by differential leveling
 SL0729.and adjusted by the National Geodetic Survey in June 1991..
 SL0729
 SL0729.The geoid height was determined by GEOID03.
 SL0729
 SL0729.The dynamic height is computed by dividing the NAVD 88
 SL0729.geopotential number by the normal gravity value computed on the
 SL0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0729.degrees latitude (g = 980.6199 gals.).
 SL0729
 SL0729.The modeled gravity was interpolated from observed gravity values.
 SL0729
 SL0729;                    North         East    Units  Estimated Accuracy
 SL0729;SPC ND N     -    39,770.      804,880.      MT  (+/- 180 meters Scaled)
 SL0729
 SL0729                          SUPERSEDED SURVEY CONTROL
 SL0729
 SL0729  NGVD 29 (??/??/92)  398.096  (m)         1306.09   (f) ADJ UNCH    2 0
 SL0729
 SL0729.Superseded values are not recommended for survey control.
 SL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0729.See file dsdata.txt to determine how the superseded data were derived.
 SL0729
 SL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT914420(NAD 83)
 SL0729_MARKER: DB = BENCH MARK DISK
 SL0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0729_SP_SET: CULVERT
 SL0729_STAMPING: A 442 1964
 SL0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0729
 SL0729  HISTORY     - Date     Condition        Report By
 SL0729  HISTORY     - 1964     MONUMENTED       CGS
 SL0729
 SL0729                          STATION DESCRIPTION
 SL0729
 SL0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0729'3.3 MI W FROM HOPE.
 SL0729'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE 3.0
 SL0729'MILES WEST ALONG STATE HIGHWAY 38, IN SECTION 4, R 56 W, T 144 N, SET
 SL0729'ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 SL0729'25-FOOT BOX CULVERT WITH PARTITION AND WING WALL FOR MAPLE RIVER, 44
 SL0729'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 150 YARDS EAST OF
 SL0729'THE INTERSECTION OF STATE HIGHWAYS 32 AND 38, AND ABOUT 7 FEET BELOW
 SL0729'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4278 ***********************************************************************
 DG4278  DESIGNATION -  A 442 RESET
 DG4278  PID         -  DG4278
 DG4278  STATE/COUNTY-  ND/STEELE
 DG4278  USGS QUAD   -  LUVERNE SE (1967)
 DG4278
 DG4278                         *CURRENT SURVEY CONTROL
 DG4278  ___________________________________________________________________
 DG4278* NAD 83(1986)-  47 19 30.     (N)    097 47 22.     (W)     SCALED    
 DG4278* NAVD 88     -       398.44   (meters)    1307.2    (feet)  RESET     
 DG4278  ___________________________________________________________________
 DG4278  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 DG4278
 DG4278  VERT ORDER  -  THIRD
 DG4278
 DG4278.The horizontal coordinates were scaled from a topographic map and have
 DG4278.an estimated accuracy of +/- 6 seconds.
 DG4278
 DG4278.The orthometric height was computed from unverified reset data.
 DG4278.No vertical observational check was made to the station.
 DG4278
 DG4278.The geoid height was determined by GEOID03.
 DG4278
 DG4278;                    North         East    Units  Estimated Accuracy
 DG4278;SPC ND N     -    39,740.      804,860.      MT  (+/- 180 meters Scaled)
 DG4278
 DG4278                          SUPERSEDED SURVEY CONTROL
 DG4278
 DG4278.No superseded survey control is available for this station.
 DG4278
 DG4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT914419(NAD 83)
 DG4278_MARKER: DV = VERTICAL CONTROL DISK
 DG4278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4278_SP_SET: BOX CULVERT HEADWALL
 DG4278_STAMPING: A 442 RESET 2001
 DG4278_MARK LOGO: NGS   
 DG4278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4278+STABILITY: SURFACE MOTION
 DG4278
 DG4278  HISTORY     - Date     Condition        Report By
 DG4278  HISTORY     - 2001     MONUMENTED       NDDT
 DG4278
 DG4278                          STATION DESCRIPTION
 DG4278
 DG4278'DESCRIBED BY NORTH DAKOTA DEPT TRANS 2001 (EP)
 DG4278'3.3 MILES WEST FROM HOPE. 0.3 MILE WEST ALONG MAIN STREET FROM THE
 DG4278'CONCRETE HEADWALL OF A 25 FOOT BOX CULVERT WITH PARTITION AND WINGWALL
 DG4278'FOR THE MAPLO RIVER, 52 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DG4278'ABOUT 150 YARDS EAST OF THE INTERSECTION OF STATE HIGHWAYS 38 AND 32,
 DG4278'AND ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY 38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0651 ***********************************************************************
 SL0651  DESIGNATION -  A 443
 SL0651  PID         -  SL0651
 SL0651  STATE/COUNTY-  ND/STEELE
 SL0651  USGS QUAD   -  LUVERNE (1967)
 SL0651
 SL0651                         *CURRENT SURVEY CONTROL
 SL0651  ___________________________________________________________________
 SL0651* NAD 83(1986)-  47 20 35.     (N)    097 56 37.     (W)     SCALED    
 SL0651* NAVD 88     -       459.166  (meters)    1506.45   (feet)  ADJUSTED  
 SL0651  ___________________________________________________________________
 SL0651  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0651  DYNAMIC HT  -         459.207 (meters)    1506.58  (feet)  COMP
 SL0651  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 SL0651
 SL0651  VERT ORDER  -  SECOND    CLASS 0
 SL0651
 SL0651.The horizontal coordinates were scaled from a topographic map and have
 SL0651.an estimated accuracy of +/- 6 seconds.
 SL0651
 SL0651.The orthometric height was determined by differential leveling
 SL0651.and adjusted by the National Geodetic Survey in June 1991..
 SL0651
 SL0651.The geoid height was determined by GEOID03.
 SL0651
 SL0651.The dynamic height is computed by dividing the NAVD 88
 SL0651.geopotential number by the normal gravity value computed on the
 SL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0651.degrees latitude (g = 980.6199 gals.).
 SL0651
 SL0651.The modeled gravity was interpolated from observed gravity values.
 SL0651
 SL0651;                    North         East    Units  Estimated Accuracy
 SL0651;SPC ND N     -    41,350.      793,150.      MT  (+/- 180 meters Scaled)
 SL0651
 SL0651                          SUPERSEDED SURVEY CONTROL
 SL0651
 SL0651  NGVD 29 (??/??/92)  458.799  (m)         1505.24   (f) ADJ UNCH    2 0
 SL0651
 SL0651.Superseded values are not recommended for survey control.
 SL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0651.See file dsdata.txt to determine how the superseded data were derived.
 SL0651
 SL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT797438(NAD 83)
 SL0651_MARKER: DB = BENCH MARK DISK
 SL0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0651_STAMPING: A 443 1964
 SL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0651+STABILITY: SURFACE MOTION
 SL0651
 SL0651  HISTORY     - Date     Condition        Report By
 SL0651  HISTORY     - 1964     MONUMENTED       CGS
 SL0651
 SL0651                          STATION DESCRIPTION
 SL0651
 SL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0651'6.55 MI N FROM LUVERNE.
 SL0651'6.55 MILES NORTH ALONG GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0651'NORTHERN RAILWAY AT LUVERNE, IN SECTION 29, 57 W R, T 145 N, ABOUT 1.2
 SL0651'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 38, NEAR AN ABANDONED
 SL0651'SCHOOL BUILDING, 73 FEET WEST OF THE CENTER LINE OF THE ROAD, 91 FEET
 SL0651'SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF SCHOOL
 SL0651'BUILDING, 78 1/2 FEET SOUTHWEST OF THE CENTER OF THE CONCRETE BASE FOR
 SL0651'THE FLAGPOLE, 3.7 FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 SL0651'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 SL0651'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0749 ***********************************************************************
 SL0749  DESIGNATION -  A 444
 SL0749  PID         -  SL0749
 SL0749  STATE/COUNTY-  ND/STEELE
 SL0749  USGS QUAD   -  HOPE (1968)
 SL0749
 SL0749                         *CURRENT SURVEY CONTROL
 SL0749  ___________________________________________________________________
 SL0749* NAD 83(1986)-  47 16 12.     (N)    097 41 08.     (W)     SCALED    
 SL0749* NAVD 88     -       359.341  (meters)    1178.94   (feet)  ADJUSTED  
 SL0749  ___________________________________________________________________
 SL0749  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL0749  DYNAMIC HT  -         359.388 (meters)    1179.09  (feet)  COMP
 SL0749  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 SL0749
 SL0749  VERT ORDER  -  SECOND    CLASS 0
 SL0749
 SL0749.The horizontal coordinates were scaled from a topographic map and have
 SL0749.an estimated accuracy of +/- 6 seconds.
 SL0749
 SL0749.The orthometric height was determined by differential leveling
 SL0749.and adjusted by the National Geodetic Survey in June 1991..
 SL0749
 SL0749.The geoid height was determined by GEOID03.
 SL0749
 SL0749.The dynamic height is computed by dividing the NAVD 88
 SL0749.geopotential number by the normal gravity value computed on the
 SL0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0749.degrees latitude (g = 980.6199 gals.).
 SL0749
 SL0749.The modeled gravity was interpolated from observed gravity values.
 SL0749
 SL0749;                    North         East    Units  Estimated Accuracy
 SL0749;SPC ND N     -    33,910.      812,940.      MT  (+/- 180 meters Scaled)
 SL0749
 SL0749                          SUPERSEDED SURVEY CONTROL
 SL0749
 SL0749  NGVD 29 (??/??/92)  358.999  (m)         1177.82   (f) ADJ UNCH    2 0
 SL0749
 SL0749.Superseded values are not recommended for survey control.
 SL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0749.See file dsdata.txt to determine how the superseded data were derived.
 SL0749
 SL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT994360(NAD 83)
 SL0749_MARKER: DB = BENCH MARK DISK
 SL0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0749_STAMPING: A 444 1964
 SL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0749+STABILITY: SURFACE MOTION
 SL0749
 SL0749  HISTORY     - Date     Condition        Report By
 SL0749  HISTORY     - 1964     MONUMENTED       CGS
 SL0749
 SL0749                          STATION DESCRIPTION
 SL0749
 SL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0749'2.3 MI NW FROM COLGATE.
 SL0749'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0749'RAILWAY STATION AT COLGATE, THENCE 0.3 MILE WEST ALONG A GRAVELED
 SL0749'ROAD, THENCE 0.1 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 0.25 MILE
 SL0749'WEST ACROSS FIELD FROM STATE HIGHWAY 38, ABOUT 0.1 MILE NORTH OF A
 SL0749'ROAD INTERSECTION, IN SECTION 19, R 55 W, 80 FEET WEST OF THE CENTER
 SL0749'LINE OF THE NORTH-SOUTH ROAD, 2.3 FEET EAST OF A FENCE CORNER, 2 FEET
 SL0749'WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD, SET
 SL0749'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 SL0749'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0192 ***********************************************************************
 TE0192  DESIGNATION -  A 445
 TE0192  PID         -  TE0192
 TE0192  STATE/COUNTY-  ND/CAVALIER
 TE0192  USGS QUAD   -  MAIDA (1967)
 TE0192
 TE0192                         *CURRENT SURVEY CONTROL
 TE0192  ___________________________________________________________________
 TE0192* NAD 83(1986)-  48 59 36.     (N)    098 19 18.     (W)     SCALED    
 TE0192* NAVD 88     -       476.243  (meters)    1562.47   (feet)  ADJUSTED  
 TE0192  ___________________________________________________________________
 TE0192  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 TE0192  DYNAMIC HT  -         476.367 (meters)    1562.88  (feet)  COMP
 TE0192  MODELED GRAV-     980,854.3   (mgal)                       NAVD 88
 TE0192
 TE0192  VERT ORDER  -  SECOND    CLASS 0
 TE0192
 TE0192.The horizontal coordinates were scaled from a topographic map and have
 TE0192.an estimated accuracy of +/- 6 seconds.
 TE0192
 TE0192.The orthometric height was determined by differential leveling
 TE0192.and adjusted by the National Geodetic Survey in June 1991..
 TE0192
 TE0192.The geoid height was determined by GEOID03.
 TE0192
 TE0192.The dynamic height is computed by dividing the NAVD 88
 TE0192.geopotential number by the normal gravity value computed on the
 TE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0192.degrees latitude (g = 980.6199 gals.).
 TE0192
 TE0192.The modeled gravity was interpolated from observed gravity values.
 TE0192
 TE0192;                    North         East    Units  Estimated Accuracy
 TE0192;SPC ND N     -   223,890.      759,400.      MT  (+/- 180 meters Scaled)
 TE0192
 TE0192                          SUPERSEDED SURVEY CONTROL
 TE0192
 TE0192  NGVD 29 (??/??/92)  475.874  (m)         1561.26   (f) ADJ UNCH    2 0
 TE0192
 TE0192.Superseded values are not recommended for survey control.
 TE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0192.See file dsdata.txt to determine how the superseded data were derived.
 TE0192
 TE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV496269(NAD 83)
 TE0192_MARKER: DB = BENCH MARK DISK
 TE0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0192_STAMPING: A 445 1964
 TE0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0192+STABILITY: SURFACE MOTION
 TE0192
 TE0192  HISTORY     - Date     Condition        Report By
 TE0192  HISTORY     - 1964     MONUMENTED       CGS
 TE0192
 TE0192                          STATION DESCRIPTION
 TE0192
 TE0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0192'2.4 MI SE FROM MAIDA.
 TE0192'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0192'MAIDA, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, NEAR A SECTION
 TE0192'LINE, IN SECTION 29, R 59 W, T 164 N, 59 FEET NORTH OF THE CENTER LINE
 TE0192'OF THE GRAVELED ROAD, 304 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 TE0192'TO FIELD, 21 FEET NORTH OF THE NORTH EDGE OF DITCH, 2 FEET EAST OF A
 TE0192'FENCE LINE, 1.9 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE
 TE0192'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE0192'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0605 ***********************************************************************
 RP0605  DESIGNATION -  A 446
 RP0605  PID         -  RP0605
 RP0605  STATE/COUNTY-  ND/CASS
 RP0605  USGS QUAD   -  BUFFALO (1967)
 RP0605
 RP0605                         *CURRENT SURVEY CONTROL
 RP0605  ___________________________________________________________________
 RP0605* NAD 83(1986)-  46 55 14.     (N)    097 34 38.     (W)     SCALED    
 RP0605* NAVD 88     -       359.489  (meters)    1179.42   (feet)  ADJUSTED  
 RP0605  ___________________________________________________________________
 RP0605  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 RP0605  DYNAMIC HT  -         359.519 (meters)    1179.52  (feet)  COMP
 RP0605  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 RP0605
 RP0605  VERT ORDER  -  FIRST     CLASS II
 RP0605
 RP0605.The horizontal coordinates were scaled from a topographic map and have
 RP0605.an estimated accuracy of +/- 6 seconds.
 RP0605
 RP0605.The orthometric height was determined by differential leveling
 RP0605.and adjusted by the National Geodetic Survey in June 1991..
 RP0605
 RP0605.The geoid height was determined by GEOID03.
 RP0605
 RP0605.The dynamic height is computed by dividing the NAVD 88
 RP0605.geopotential number by the normal gravity value computed on the
 RP0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0605.degrees latitude (g = 980.6199 gals.).
 RP0605
 RP0605.The modeled gravity was interpolated from observed gravity values.
 RP0605
 RP0605;                    North         East    Units  Estimated Accuracy
 RP0605;SPC ND S     -   143,520.      822,560.      MT  (+/- 180 meters Scaled)
 RP0605
 RP0605                          SUPERSEDED SURVEY CONTROL
 RP0605
 RP0605  NGVD 29 (??/??/92)  359.139  (m)         1178.28   (f) ADJ UNCH    1 2
 RP0605
 RP0605.Superseded values are not recommended for survey control.
 RP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0605.See file dsdata.txt to determine how the superseded data were derived.
 RP0605
 RP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS083973(NAD 83)
 RP0605_MARKER: DB = BENCH MARK DISK
 RP0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0605_STAMPING: A 446 1964
 RP0605_MARK LOGO: CGS   
 RP0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0605+STABILITY: SURFACE MOTION
 RP0605
 RP0605  HISTORY     - Date     Condition        Report By
 RP0605  HISTORY     - 1964     MONUMENTED       CGS
 RP0605  HISTORY     - 1982     GOOD             NGS
 RP0605
 RP0605                          STATION DESCRIPTION
 RP0605
 RP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0605'1.2 MI W FROM BUFFALO.
 RP0605'ABOUT 1.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0605'STATION AT BUFFALO, AT A ROAD CROSSING, IN SECTION 24, R 55 W, T 140
 RP0605'N, 51 FEET NORTH OF THE NORTH RAIL, 60 FEET EAST OF THE CENTER LINE OF
 RP0605'THE ROAD, 6 FEET EAST OF A TELEPHONE POLE, 78 FEET NORTHEAST OF THE
 RP0605'APPROXIMATE CENTER OF THE ROAD CROSSING THE MAIN TRACK, 3 FEET WEST OF
 RP0605'A METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE
 RP0605'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 RP0605'GROUND.
 RP0605
 RP0605                          STATION RECOVERY (1982)
 RP0605
 RP0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0605'RECOVERED THIS DATE.  NOTE, RAILROAD STATION HAS BEEN REMOVED, SIDING
 RP0605'SIGN INTACT, NOT LEVELED TO THIS SURVEY, LEVEL LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0612 ***********************************************************************
 RP0612  DESIGNATION -  A 447
 RP0612  PID         -  RP0612
 RP0612  STATE/COUNTY-  ND/CASS
 RP0612  USGS QUAD   -  BUFFALO (1967)
 RP0612
 RP0612                         *CURRENT SURVEY CONTROL
 RP0612  ___________________________________________________________________
 RP0612* NAD 83(1986)-  46 55 02.     (N)    097 30 54.     (W)     SCALED    
 RP0612* NAVD 88     -       357.678  (meters)    1173.48   (feet)  ADJUSTED  
 RP0612  ___________________________________________________________________
 RP0612  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RP0612  DYNAMIC HT  -         357.706 (meters)    1173.57  (feet)  COMP
 RP0612  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 RP0612
 RP0612  VERT ORDER  -  FIRST     CLASS II
 RP0612
 RP0612.The horizontal coordinates were scaled from a topographic map and have
 RP0612.an estimated accuracy of +/- 6 seconds.
 RP0612
 RP0612.The orthometric height was determined by differential leveling
 RP0612.and adjusted by the National Geodetic Survey in June 1991..
 RP0612
 RP0612.The geoid height was determined by GEOID03.
 RP0612
 RP0612.The dynamic height is computed by dividing the NAVD 88
 RP0612.geopotential number by the normal gravity value computed on the
 RP0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0612.degrees latitude (g = 980.6199 gals.).
 RP0612
 RP0612.The modeled gravity was interpolated from observed gravity values.
 RP0612
 RP0612;                    North         East    Units  Estimated Accuracy
 RP0612;SPC ND S     -   143,330.      827,310.      MT  (+/- 180 meters Scaled)
 RP0612
 RP0612                          SUPERSEDED SURVEY CONTROL
 RP0612
 RP0612  NGVD 29 (??/??/92)  357.325  (m)         1172.32   (f) ADJ UNCH    1 2
 RP0612
 RP0612.Superseded values are not recommended for survey control.
 RP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0612.See file dsdata.txt to determine how the superseded data were derived.
 RP0612
 RP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS130970(NAD 83)
 RP0612_MARKER: DB = BENCH MARK DISK
 RP0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0612_STAMPING: A 447 1964
 RP0612_MARK LOGO: CGS   
 RP0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0612+STABILITY: SURFACE MOTION
 RP0612
 RP0612  HISTORY     - Date     Condition        Report By
 RP0612  HISTORY     - 1964     MONUMENTED       CGS
 RP0612  HISTORY     - 1982     GOOD             NGS
 RP0612
 RP0612                          STATION DESCRIPTION
 RP0612
 RP0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0612'1.75 MI E FROM BUFFALO.
 RP0612'ABOUT 1.75 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0612'STATION AT BUFFALO, AT A ROAD CROSSING, IN SECTION 28, R 54 W, T 140
 RP0612'N, ABOUT 155 YARDS WEST OF MILEPOST 42, 26 FEET SOUTH OF THE SOUTH
 RP0612'RAIL, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTHWEST
 RP0612'OF THE APPROXIMATE CENTER OF THE CROSSING AND THE MAIN TRACK, 2 FEET
 RP0612'WEST OF A POWER LINE POLE, 1 1/2 FEET NORTH OF A METAL WITNESS POST, 7
 RP0612'FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST
 RP0612'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0612
 RP0612                          STATION RECOVERY (1982)
 RP0612
 RP0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0612'RECOVERED THIS DATE.  NOTE, RAILROAD STATION HAS BEEN REMOVED, SIDING
 RP0612'SIGN INTACT, NOT LEVELED TO THIS SURVEY, MAIN LEVEL LINE REROUTED
 RP0612'ALONG INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0776 ***********************************************************************
 SL0776  DESIGNATION -  A 448
 SL0776  PID         -  SL0776
 SL0776  STATE/COUNTY-  ND/BARNES
 SL0776  USGS QUAD   -  COLGATE (1967)
 SL0776
 SL0776                         *CURRENT SURVEY CONTROL
 SL0776  ___________________________________________________________________
 SL0776* NAD 83(1986)-  47 11 47.     (N)    097 44 53.     (W)     SCALED    
 SL0776* NAVD 88     -       369.910  (meters)    1213.61   (feet)  ADJUSTED  
 SL0776  ___________________________________________________________________
 SL0776  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SL0776  DYNAMIC HT  -         369.948 (meters)    1213.74  (feet)  COMP
 SL0776  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 SL0776
 SL0776  VERT ORDER  -  SECOND    CLASS 0
 SL0776
 SL0776.The horizontal coordinates were scaled from a topographic map and have
 SL0776.an estimated accuracy of +/- 6 seconds.
 SL0776
 SL0776.The orthometric height was determined by differential leveling
 SL0776.and adjusted by the National Geodetic Survey in June 1991..
 SL0776
 SL0776.The geoid height was determined by GEOID03.
 SL0776
 SL0776.The dynamic height is computed by dividing the NAVD 88
 SL0776.geopotential number by the normal gravity value computed on the
 SL0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0776.degrees latitude (g = 980.6199 gals.).
 SL0776
 SL0776.The modeled gravity was interpolated from observed gravity values.
 SL0776
 SL0776;                    North         East    Units  Estimated Accuracy
 SL0776;SPC ND S     -   173,690.      808,480.      MT  (+/- 180 meters Scaled)
 SL0776
 SL0776                          SUPERSEDED SURVEY CONTROL
 SL0776
 SL0776  NGVD 29 (??/??/92)  369.562  (m)         1212.47   (f) ADJ UNCH    2 0
 SL0776
 SL0776.Superseded values are not recommended for survey control.
 SL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0776.See file dsdata.txt to determine how the superseded data were derived.
 SL0776
 SL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT948277(NAD 83)
 SL0776_MARKER: DB = BENCH MARK DISK
 SL0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0776_STAMPING: A 448 1964
 SL0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0776+STABILITY: SURFACE MOTION
 SL0776
 SL0776  HISTORY     - Date     Condition        Report By
 SL0776  HISTORY     - 1964     MONUMENTED       CGS
 SL0776
 SL0776                          STATION DESCRIPTION
 SL0776
 SL0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0776'2.75 MI SE FROM PILLSBURY.
 SL0776'0.75 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0776'GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 2.0 MILES EAST ALONG A
 SL0776'GRAVELED ROAD, NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION
 SL0776'15, R 56 W, T 143 N, 69 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 SL0776'ROAD, 22 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 72 FEET
 SL0776'NORTHWEST OF THE CENTER OF THE INTERSECTION, 3 FEET EAST OF A
 SL0776'TELEPHONE POLE, 2 FEET SOUTH OF A STEEL WITNESS POST, 2 FEET BELOW THE
 SL0776'LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SL0776'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0680 ***********************************************************************
 SL0680  DESIGNATION -  A 449
 SL0680  PID         -  SL0680
 SL0680  STATE/COUNTY-  ND/BARNES
 SL0680  USGS QUAD   -  PILLSBURY SW (1967)
 SL0680
 SL0680                         *CURRENT SURVEY CONTROL
 SL0680  ___________________________________________________________________
 SL0680* NAD 83(1986)-  47 06 35.     (N)    097 55 25.     (W)     SCALED    
 SL0680* NAVD 88     -       462.659  (meters)    1517.91   (feet)  ADJUSTED  
 SL0680  ___________________________________________________________________
 SL0680  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 SL0680  DYNAMIC HT  -         462.692 (meters)    1518.02  (feet)  COMP
 SL0680  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 SL0680
 SL0680  VERT ORDER  -  SECOND    CLASS 0
 SL0680
 SL0680.The horizontal coordinates were scaled from a topographic map and have
 SL0680.an estimated accuracy of +/- 6 seconds.
 SL0680
 SL0680.The orthometric height was determined by differential leveling
 SL0680.and adjusted by the National Geodetic Survey in June 1991..
 SL0680
 SL0680.The geoid height was determined by GEOID03.
 SL0680
 SL0680.The dynamic height is computed by dividing the NAVD 88
 SL0680.geopotential number by the normal gravity value computed on the
 SL0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0680.degrees latitude (g = 980.6199 gals.).
 SL0680
 SL0680.The modeled gravity was interpolated from observed gravity values.
 SL0680
 SL0680;                    North         East    Units  Estimated Accuracy
 SL0680;SPC ND S     -   163,610.      795,500.      MT  (+/- 180 meters Scaled)
 SL0680
 SL0680                          SUPERSEDED SURVEY CONTROL
 SL0680
 SL0680  NGVD 29 (??/??/92)  462.292  (m)         1516.70   (f) ADJ UNCH    2 0
 SL0680
 SL0680.Superseded values are not recommended for survey control.
 SL0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0680.See file dsdata.txt to determine how the superseded data were derived.
 SL0680
 SL0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT816179(NAD 83)
 SL0680_MARKER: DB = BENCH MARK DISK
 SL0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0680_STAMPING: A 449 1964
 SL0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0680+STABILITY: SURFACE MOTION
 SL0680
 SL0680  HISTORY     - Date     Condition        Report By
 SL0680  HISTORY     - 1964     MONUMENTED       CGS
 SL0680  HISTORY     - 1983     GOOD             LOCSUR
 SL0680
 SL0680                          STATION DESCRIPTION
 SL0680
 SL0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0680'18.40 MI NW FROM ORISKA.
 SL0680'7.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0680'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE ABOUT 5.0 MILES WEST ALONG
 SL0680'A GRAVELED ROAD, THENCE ABOUT 5.0 MILES NORTH ALONG A GRAVELED ROAD,
 SL0680'THENCE ABOUT 1.25 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 17, R
 SL0680'57 W, 142 N, SET IN LINE WITH A ROW OF POLES, 52 FEET NORTH OF THE
 SL0680'CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A TELEPHONE POLE, 0.8 FOOT
 SL0680'SOUTH OF A FENCE LINE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD
 SL0680'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SL0680
 SL0680                          STATION RECOVERY (1983)
 SL0680
 SL0680'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SL0680'THE LINE OF POLES HAVE BEEN REMOVED. THERE IS NO EVIDENCE AS TO THE
 SL0680'LOCATION OF TELEPHONE WHICH WAS 2.5 FEET FROM BM. THERE IS NO WITNESS
 SL0680'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0041 ***********************************************************************
 RQ0041  DESIGNATION -  A 45
 RQ0041  PID         -  RQ0041
 RQ0041  STATE/COUNTY-  ND/LA MOURE
 RQ0041  USGS QUAD   -  MARION NW (1970)
 RQ0041
 RQ0041                         *CURRENT SURVEY CONTROL
 RQ0041  ___________________________________________________________________
 RQ0041* NAD 83(1986)-  46 37 50.     (N)    098 24 02.     (W)     SCALED    
 RQ0041* NAVD 88     -       445.827  (meters)    1462.68   (feet)  ADJUSTED  
 RQ0041  ___________________________________________________________________
 RQ0041  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 RQ0041  DYNAMIC HT  -         445.835 (meters)    1462.71  (feet)  COMP
 RQ0041  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 RQ0041
 RQ0041  VERT ORDER  -  SECOND    CLASS 0
 RQ0041
 RQ0041.The horizontal coordinates were scaled from a topographic map and have
 RQ0041.an estimated accuracy of +/- 6 seconds.
 RQ0041
 RQ0041.The orthometric height was determined by differential leveling
 RQ0041.and adjusted by the National Geodetic Survey in June 1991..
 RQ0041
 RQ0041.The geoid height was determined by GEOID03.
 RQ0041
 RQ0041.The dynamic height is computed by dividing the NAVD 88
 RQ0041.geopotential number by the normal gravity value computed on the
 RQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0041.degrees latitude (g = 980.6199 gals.).
 RQ0041
 RQ0041.The modeled gravity was interpolated from observed gravity values.
 RQ0041
 RQ0041;                    North         East    Units  Estimated Accuracy
 RQ0041;SPC ND S     -   109,290.      760,740.      MT  (+/- 180 meters Scaled)
 RQ0041
 RQ0041                          SUPERSEDED SURVEY CONTROL
 RQ0041
 RQ0041  NGVD 29 (??/??/92)  445.454  (m)         1461.46   (f) ADJ UNCH    2 0
 RQ0041
 RQ0041.Superseded values are not recommended for survey control.
 RQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0041.See file dsdata.txt to determine how the superseded data were derived.
 RQ0041
 RQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS458642(NAD 83)
 RQ0041_MARKER: DB = BENCH MARK DISK
 RQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0041_STAMPING: A 45 1934
 RQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0041+STABILITY: SURFACE MOTION
 RQ0041
 RQ0041  HISTORY     - Date     Condition        Report By
 RQ0041  HISTORY     - 1934     MONUMENTED       CGS
 RQ0041
 RQ0041                          STATION DESCRIPTION
 RQ0041
 RQ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0041'5.2 MI NW FROM MARION.
 RQ0041'1.7 MILES NORTH ALONG A ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION
 RQ0041'AT MARION, LA MOURE COUNTY, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY
 RQ0041'46.  AT THE CREST OF A RISE, 33 FEET WEST OF THE CENTERLINE OF A CROSS
 RQ0041'ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL
 RQ0041'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED A 45 1934 AND SET IN THE
 RQ0041'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0042 ***********************************************************************
 RQ0042  DESIGNATION -  A 45 RESET
 RQ0042  PID         -  RQ0042
 RQ0042  STATE/COUNTY-  ND/LA MOURE
 RQ0042  USGS QUAD   -  MARION NW (1970)
 RQ0042
 RQ0042                         *CURRENT SURVEY CONTROL
 RQ0042  ___________________________________________________________________
 RQ0042* NAD 83(1986)-  46 37 50.     (N)    098 24 02.     (W)     SCALED    
 RQ0042* NAVD 88     -       445.94   (+/-2cm)    1463.1    (feet)  VERTCON   
 RQ0042  ___________________________________________________________________
 RQ0042  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 RQ0042
 RQ0042  VERT ORDER  -  THIRD (See Below)
 RQ0042
 RQ0042.The horizontal coordinates were scaled from a topographic map and have
 RQ0042.an estimated accuracy of +/- 6 seconds.
 RQ0042
 RQ0042.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0042.The vertical order pertains to the NGVD 29 superseded value.
 RQ0042
 RQ0042.The geoid height was determined by GEOID03.
 RQ0042
 RQ0042;                    North         East    Units  Estimated Accuracy
 RQ0042;SPC ND S     -   109,290.      760,740.      MT  (+/- 180 meters Scaled)
 RQ0042
 RQ0042                          SUPERSEDED SURVEY CONTROL
 RQ0042
 RQ0042  NGVD 29 (11/04/04)  445.57   (m)         1461.8    (f) RESET       3  
 RQ0042
 RQ0042.Superseded values are not recommended for survey control.
 RQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0042.See file dsdata.txt to determine how the superseded data were derived.
 RQ0042
 RQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS458642(NAD 83)
 RQ0042_MARKER: DB = BENCH MARK DISK
 RQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0042_STAMPING: A 45 RESET 1964
 RQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0042+STABILITY: SURFACE MOTION
 RQ0042
 RQ0042  HISTORY     - Date     Condition        Report By
 RQ0042  HISTORY     - 1964     MONUMENTED       CGS
 RQ0042
 RQ0042                          STATION DESCRIPTION
 RQ0042
 RQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0042'5.0 MI NW FROM MARION.
 RQ0042'FROM THE JUNCTION WITH ROADS ABOUT 1.5 MILES NORTHEAST OF MARION, LA
 RQ0042'MOURE COUNTY, GO WEST ON STATE HIGHWAY 46 FOR 3.5 MILES TO CREST OF A
 RQ0042'SMALL RISE AND MARK ON LEFT, ABOUT 99 FEET SOUTH OF CENTERLINE OF
 RQ0042'HIGHWAY, ABOUT 18 FEET WEST OF CENTERLINE OF A FARM ROAD LEADING SOUTH
 RQ0042'AND 2 FEET WEST OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 RQ0042'POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0521 ***********************************************************************
 SM0521  DESIGNATION -  A 450
 SM0521  PID         -  SM0521
 SM0521  STATE/COUNTY-  ND/BARNES
 SM0521  USGS QUAD   -  DAZEY NE (1961)
 SM0521
 SM0521                         *CURRENT SURVEY CONTROL
 SM0521  ___________________________________________________________________
 SM0521* NAD 83(1986)-  47 13 35.     (N)    098 05 20.     (W)     SCALED    
 SM0521* NAVD 88     -       428.904  (meters)    1407.16   (feet)  ADJUSTED  
 SM0521  ___________________________________________________________________
 SM0521  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 SM0521  DYNAMIC HT  -         428.937 (meters)    1407.27  (feet)  COMP
 SM0521  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 SM0521
 SM0521  VERT ORDER  -  SECOND    CLASS 0
 SM0521
 SM0521.The horizontal coordinates were scaled from a topographic map and have
 SM0521.an estimated accuracy of +/- 6 seconds.
 SM0521
 SM0521.The orthometric height was determined by differential leveling
 SM0521.and adjusted by the National Geodetic Survey in June 1991..
 SM0521
 SM0521.The geoid height was determined by GEOID03.
 SM0521
 SM0521.The dynamic height is computed by dividing the NAVD 88
 SM0521.geopotential number by the normal gravity value computed on the
 SM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0521.degrees latitude (g = 980.6199 gals.).
 SM0521
 SM0521.The modeled gravity was interpolated from observed gravity values.
 SM0521
 SM0521;                    North         East    Units  Estimated Accuracy
 SM0521;SPC ND S     -   176,180.      782,570.      MT  (+/- 180 meters Scaled)
 SM0521
 SM0521                          SUPERSEDED SURVEY CONTROL
 SM0521
 SM0521  NGVD 29 (??/??/92)  428.548  (m)         1405.99   (f) ADJ UNCH    2 0
 SM0521
 SM0521.Superseded values are not recommended for survey control.
 SM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0521.See file dsdata.txt to determine how the superseded data were derived.
 SM0521
 SM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT689307(NAD 83)
 SM0521_MARKER: DB = BENCH MARK DISK
 SM0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0521_STAMPING: A 450 1964
 SM0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0521+STABILITY: SURFACE MOTION
 SM0521
 SM0521  HISTORY     - Date     Condition        Report By
 SM0521  HISTORY     - 1964     MONUMENTED       CGS
 SM0521
 SM0521                          STATION DESCRIPTION
 SM0521
 SM0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0521'7.7 MI NE FROM DAZEY.
 SM0521'ABOUT 2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0521'STATION AT DAZEY, THENCE ABOUT 5.1 MILES EAST ALONG A GRAVELED ROAD,
 SM0521'IN SECTION 12, R 59 W, T 143 N, AT THE JUNCTION OF A ROAD SOUTH, 61
 SM0521'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 16 FEET WEST OF
 SM0521'THE CENTER LINE OF THE ROAD SOUTH, 63 FEET SOUTHWEST OF THE CENTER OF
 SM0521'THE JUNCTION, 6 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF THE FENCE
 SM0521'LINE, 1 1/2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 SM0521'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SM0521'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0024 ***********************************************************************
 RQ0024  DESIGNATION -  A 451
 RQ0024  PID         -  RQ0024
 RQ0024  STATE/COUNTY-  ND/BARNES
 RQ0024  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0024
 RQ0024                         *CURRENT SURVEY CONTROL
 RQ0024  ___________________________________________________________________
 RQ0024* NAD 83(1986)-  46 55 24.     (N)    098 01 00.     (W)     SCALED    
 RQ0024* NAVD 88     -       380.348  (meters)    1247.86   (feet)  ADJUSTED  
 RQ0024  ___________________________________________________________________
 RQ0024  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 RQ0024  DYNAMIC HT  -         380.381 (meters)    1247.97  (feet)  COMP
 RQ0024  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 RQ0024
 RQ0024  VERT ORDER  -  FIRST     CLASS II
 RQ0024
 RQ0024.The horizontal coordinates were scaled from a topographic map and have
 RQ0024.an estimated accuracy of +/- 6 seconds.
 RQ0024
 RQ0024.The orthometric height was determined by differential leveling
 RQ0024.and adjusted by the National Geodetic Survey in June 1991..
 RQ0024
 RQ0024.The geoid height was determined by GEOID03.
 RQ0024
 RQ0024.The dynamic height is computed by dividing the NAVD 88
 RQ0024.geopotential number by the normal gravity value computed on the
 RQ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0024.degrees latitude (g = 980.6199 gals.).
 RQ0024
 RQ0024.The modeled gravity was interpolated from observed gravity values.
 RQ0024
 RQ0024;                    North         East    Units  Estimated Accuracy
 RQ0024;SPC ND S     -   142,680.      789,100.      MT  (+/- 180 meters Scaled)
 RQ0024
 RQ0024                          SUPERSEDED SURVEY CONTROL
 RQ0024
 RQ0024  NGVD 29 (??/??/92)  379.992  (m)         1246.69   (f) ADJ UNCH    1 2
 RQ0024
 RQ0024.Superseded values are not recommended for survey control.
 RQ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0024.See file dsdata.txt to determine how the superseded data were derived.
 RQ0024
 RQ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS748971(NAD 83)
 RQ0024_MARKER: DB = BENCH MARK DISK
 RQ0024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0024_SP_SET: 48 FEET
 RQ0024_STAMPING: A 451 1964
 RQ0024_MARK LOGO: CGS   
 RQ0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0024
 RQ0024  HISTORY     - Date     Condition        Report By
 RQ0024  HISTORY     - 1964     MONUMENTED       CGS
 RQ0024  HISTORY     - 1982     GOOD             NGS
 RQ0024
 RQ0024                          STATION DESCRIPTION
 RQ0024
 RQ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0024'0.55 MI W FROM VALLEY CITY.
 RQ0024'ABOUT 1.2 MILES WEST ALONG THE VALLEY CITY SPUR TRACK OF THE NORTHERN
 RQ0024'PACIFIC RAILWAY FROM THE FREIGHT STATION AT VALLEY CITY, IN SECTION
 RQ0024'21, R 58 W, T 140 N, IN THE YARD OF THE NORTH DAKOTA STATE HIGHWAY
 RQ0024'GARAGE, 291 1/2 FEET NORTH OF THE NORTHERN MOST RAIL, 57.0 FEET
 RQ0024'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN BRICK GARAGE BUILDING,
 RQ0024'6.4 FEET SOUTHWEST OF THE SOUTHWEST ROUNDED CURB OF THE CENTER ONE OF
 RQ0024'THREE DRIVES LEADING WEST INTO THE GARAGE GROUNDS, 1.3 FEET SOUTH OF A
 RQ0024'METAL WITNESS POST, ABOUT 8 INCHES ABOVE THE STREET AND IS A DISK ON A
 RQ0024'COPPER COATED STEEL FLUSH AND PROTECTED BY A 4-INCH TILE FLUSH. THE
 RQ0024'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET.
 RQ0024
 RQ0024                          STATION RECOVERY (1982)
 RQ0024
 RQ0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0250 ***********************************************************************
 TE0250  DESIGNATION -  A 452
 TE0250  PID         -  TE0250
 TE0250  STATE/COUNTY-  ND/CAVALIER
 TE0250  USGS QUAD   -  LANGDON EAST (1983)
 TE0250
 TE0250                         *CURRENT SURVEY CONTROL
 TE0250  ___________________________________________________________________
 TE0250* NAD 83(1986)-  48 50 02.     (N)    098 15 19.     (W)     SCALED    
 TE0250* NAVD 88     -       495.242  (meters)    1624.81   (feet)  ADJUSTED  
 TE0250  ___________________________________________________________________
 TE0250  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE0250  DYNAMIC HT  -         495.357 (meters)    1625.18  (feet)  COMP
 TE0250  MODELED GRAV-     980,826.7   (mgal)                       NAVD 88
 TE0250
 TE0250  VERT ORDER  -  SECOND    CLASS 0
 TE0250
 TE0250.The horizontal coordinates were scaled from a topographic map and have
 TE0250.an estimated accuracy of +/- 6 seconds.
 TE0250
 TE0250.The orthometric height was determined by differential leveling
 TE0250.and adjusted by the National Geodetic Survey in June 1991..
 TE0250
 TE0250.The geoid height was determined by GEOID03.
 TE0250
 TE0250.The dynamic height is computed by dividing the NAVD 88
 TE0250.geopotential number by the normal gravity value computed on the
 TE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0250.degrees latitude (g = 980.6199 gals.).
 TE0250
 TE0250.The modeled gravity was interpolated from observed gravity values.
 TE0250
 TE0250;                    North         East    Units  Estimated Accuracy
 TE0250;SPC ND N     -   206,310.      764,780.      MT  (+/- 180 meters Scaled)
 TE0250
 TE0250                          SUPERSEDED SURVEY CONTROL
 TE0250
 TE0250  NGVD 29 (??/??/92)  494.868  (m)         1623.58   (f) ADJ UNCH    2 0
 TE0250
 TE0250.Superseded values are not recommended for survey control.
 TE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0250.See file dsdata.txt to determine how the superseded data were derived.
 TE0250
 TE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV546092(NAD 83)
 TE0250_MARKER: DB = BENCH MARK DISK
 TE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0250_STAMPING: A 452 1964
 TE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0250+STABILITY: SURFACE MOTION
 TE0250
 TE0250  HISTORY     - Date     Condition        Report By
 TE0250  HISTORY     - 1964     MONUMENTED       CGS
 TE0250  HISTORY     - 1968     GOOD             DOD
 TE0250
 TE0250                          STATION DESCRIPTION
 TE0250
 TE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0250'10.1 MI NE FROM LANGDON.
 TE0250'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0250'LANGDON, THENCE 5.0 MILES NORTH ALONG A GRAVELED ROAD, AT A ROAD
 TE0250'INTERSECTION, 70 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 TE0250'85 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, IN SECTION 23,
 TE0250'R 59 W, T 162 N, 109 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 TE0250'INTERSECTION, 2 1/2 FEET NORTH OF A POWER LINE POLE, 3 FEET SOUTH OF A
 TE0250'POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 TE0250'ABOVE THE LEVEL OF THE GROUND.
 TE0250
 TE0250                          STATION RECOVERY (1968)
 TE0250
 TE0250'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0186 ***********************************************************************
 TE0186  DESIGNATION -  A 454
 TE0186  PID         -  TE0186
 TE0186  STATE/COUNTY-  ND/CAVALIER
 TE0186  USGS QUAD   -  MAIDA (1967)
 TE0186
 TE0186                         *CURRENT SURVEY CONTROL
 TE0186  ___________________________________________________________________
 TE0186* NAD 83(1986)-  48 58 42.     (N)    098 15 19.     (W)     SCALED    
 TE0186* NAVD 88     -       470.233  (meters)    1542.76   (feet)  ADJUSTED  
 TE0186  ___________________________________________________________________
 TE0186  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 TE0186  DYNAMIC HT  -         470.354 (meters)    1543.15  (feet)  COMP
 TE0186  MODELED GRAV-     980,852.1   (mgal)                       NAVD 88
 TE0186
 TE0186  VERT ORDER  -  SECOND    CLASS 0
 TE0186
 TE0186.The horizontal coordinates were scaled from a topographic map and have
 TE0186.an estimated accuracy of +/- 6 seconds.
 TE0186
 TE0186.The orthometric height was determined by differential leveling
 TE0186.and adjusted by the National Geodetic Survey in June 1991..
 TE0186
 TE0186.The geoid height was determined by GEOID03.
 TE0186
 TE0186.The dynamic height is computed by dividing the NAVD 88
 TE0186.geopotential number by the normal gravity value computed on the
 TE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0186.degrees latitude (g = 980.6199 gals.).
 TE0186
 TE0186.The modeled gravity was interpolated from observed gravity values.
 TE0186
 TE0186;                    North         East    Units  Estimated Accuracy
 TE0186;SPC ND N     -   222,360.      764,310.      MT  (+/- 180 meters Scaled)
 TE0186
 TE0186                          SUPERSEDED SURVEY CONTROL
 TE0186
 TE0186  NGVD 29 (??/??/92)  469.874  (m)         1541.58   (f) ADJ UNCH    2 0
 TE0186
 TE0186.Superseded values are not recommended for survey control.
 TE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0186.See file dsdata.txt to determine how the superseded data were derived.
 TE0186
 TE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV544253(NAD 83)
 TE0186_MARKER: DB = BENCH MARK DISK
 TE0186_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0186_SP_SET: 31.7 FEET
 TE0186_STAMPING: A 454 1964
 TE0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0186
 TE0186  HISTORY     - Date     Condition        Report By
 TE0186  HISTORY     - 1964     MONUMENTED       CGS
 TE0186
 TE0186                          STATION DESCRIPTION
 TE0186
 TE0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0186'6.4 MI SE FROM MAIDA.
 TE0186'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0186'MAIDA, THENCE 5.0 MILES EAST ALONG A GRAVEL ROAD, IN SECTION 2, R 59
 TE0186'W, T 163 N, IN THE NORTHEAST CORNER OF THE ELKWOOD SCHOOL YARD, 3.6
 TE0186'FEET NORTHEAST OF BENCH MARK E 445 DESCRIBED, 384 FEET NORTHEAST OF
 TE0186'CENTER OF THE JUNCTION OF NORTH-SOUTH ROAD AND SCHOOL DRIVEWAY, 68.0
 TE0186'FEET EAST-NORTHEAST OF NORTHEAST CORNER OF SCHOOL, 79.2 FEET NORTHEAST
 TE0186'OF CENTER OF PUMP, 18.5 FEET SOUTHWEST OF AND IN LINE WITH POWER LINE
 TE0186'POLES LEADING NORTHEAST AWAY FROM SCHOOL, 2.6 FEET NORTH OF BASE OF A
 TE0186'GUY WIRE, 1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 TE0186'DRIVEWAY, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 TE0186'1 INCH AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 2 INCHES. THE ROD
 TE0186'WAS DRIVEN TO REFUSAL AT A DEPTH OF 31.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0256 ***********************************************************************
 TE0256  DESIGNATION -  A 455
 TE0256  PID         -  TE0256
 TE0256  STATE/COUNTY-  ND/CAVALIER
 TE0256  USGS QUAD   -  OLGA (1972)
 TE0256
 TE0256                         *CURRENT SURVEY CONTROL
 TE0256  ___________________________________________________________________
 TE0256* NAD 83(1986)-  48 47 24.     (N)    098 02 16.     (W)     SCALED    
 TE0256* NAVD 88     -       470.784  (meters)    1544.56   (feet)  ADJUSTED  
 TE0256  ___________________________________________________________________
 TE0256  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TE0256  DYNAMIC HT  -         470.898 (meters)    1544.94  (feet)  COMP
 TE0256  MODELED GRAV-     980,837.0   (mgal)                       NAVD 88
 TE0256
 TE0256  VERT ORDER  -  SECOND    CLASS 0
 TE0256
 TE0256.The horizontal coordinates were scaled from a topographic map and have
 TE0256.an estimated accuracy of +/- 6 seconds.
 TE0256
 TE0256.The orthometric height was determined by differential leveling
 TE0256.and adjusted by the National Geodetic Survey in June 1991..
 TE0256
 TE0256.The geoid height was determined by GEOID03.
 TE0256
 TE0256.The dynamic height is computed by dividing the NAVD 88
 TE0256.geopotential number by the normal gravity value computed on the
 TE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0256.degrees latitude (g = 980.6199 gals.).
 TE0256
 TE0256.The modeled gravity was interpolated from observed gravity values.
 TE0256
 TE0256;                    North         East    Units  Estimated Accuracy
 TE0256;SPC ND N     -   201,920.      780,890.      MT  (+/- 180 meters Scaled)
 TE0256
 TE0256                          SUPERSEDED SURVEY CONTROL
 TE0256
 TE0256  NGVD 29 (??/??/92)  470.428  (m)         1543.40   (f) ADJ UNCH    2 0
 TE0256
 TE0256.Superseded values are not recommended for survey control.
 TE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0256.See file dsdata.txt to determine how the superseded data were derived.
 TE0256
 TE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV706045(NAD 83)
 TE0256_MARKER: DB = BENCH MARK DISK
 TE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0256_STAMPING: A 455 1964
 TE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0256+STABILITY: SURFACE MOTION
 TE0256
 TE0256  HISTORY     - Date     Condition        Report By
 TE0256  HISTORY     - 1964     MONUMENTED       CGS
 TE0256  HISTORY     - 1968     GOOD             DOD
 TE0256
 TE0256                          STATION DESCRIPTION
 TE0256
 TE0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0256'17.1 MI NE FROM LANGDON.
 TE0256'ABOUT 15.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0256'LANGDON, THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, IN SECTION 5, R
 TE0256'57 W, T 161 N, 0.6 MILE SOUTH OF A T ROAD JUNCTION LEADING WEST TO
 TE0256'OLGA, AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST, AT THE SOUTHEAST
 TE0256'CORNER OF A PASTURE FIELD, 45 FEET WEST OF CENTER OF NORTH-SOUTH ROAD,
 TE0256'94.5 FEET SOUTH OF POWER LINE POLE, 13 FEET NORTH OF THE EXTENDED
 TE0256'CENTER LINE OF ROAD LEADING EAST, 2.3 FEET SOUTH OF A METAL WITNESS
 TE0256'POST, 2 FEET BELOW LEVEL OF NORTH-SOUTH ROAD, AND IS A DISK SET IN THE
 TE0256'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TE0256
 TE0256                          STATION RECOVERY (1968)
 TE0256
 TE0256'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0926 ***********************************************************************
 TE0926  DESIGNATION -  A 456
 TE0926  PID         -  TE0926
 TE0926  STATE/COUNTY-  ND/CAVALIER
 TE0926  USGS QUAD   -  HANNAH SE (1970)
 TE0926
 TE0926                         *CURRENT SURVEY CONTROL
 TE0926  ___________________________________________________________________
 TE0926* NAD 83(1986)-  48 45 41.     (N)    098 32 22.     (W)     SCALED    
 TE0926* NAVD 88     -       481.034  (meters)    1578.19   (feet)  ADJUSTED  
 TE0926  ___________________________________________________________________
 TE0926  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 TE0926  DYNAMIC HT  -         481.145 (meters)    1578.56  (feet)  COMP
 TE0926  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TE0926
 TE0926  VERT ORDER  -  SECOND    CLASS 0
 TE0926
 TE0926.The horizontal coordinates were scaled from a topographic map and have
 TE0926.an estimated accuracy of +/- 6 seconds.
 TE0926
 TE0926.The orthometric height was determined by differential leveling
 TE0926.and adjusted by the National Geodetic Survey in June 1991..
 TE0926
 TE0926.The geoid height was determined by GEOID03.
 TE0926
 TE0926.The dynamic height is computed by dividing the NAVD 88
 TE0926.geopotential number by the normal gravity value computed on the
 TE0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0926.degrees latitude (g = 980.6199 gals.).
 TE0926
 TE0926.The modeled gravity was interpolated from observed gravity values.
 TE0926
 TE0926;                    North         East    Units  Estimated Accuracy
 TE0926;SPC ND N     -   197,680.      744,130.      MT  (+/- 180 meters Scaled)
 TE0926
 TE0926                          SUPERSEDED SURVEY CONTROL
 TE0926
 TE0926  NGVD 29 (??/??/92)  480.658  (m)         1576.96   (f) ADJ UNCH    2 0
 TE0926
 TE0926.Superseded values are not recommended for survey control.
 TE0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0926.See file dsdata.txt to determine how the superseded data were derived.
 TE0926
 TE0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV338010(NAD 83)
 TE0926_MARKER: DB = BENCH MARK DISK
 TE0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0926_STAMPING: A 456 1964
 TE0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0926+STABILITY: SURFACE MOTION
 TE0926
 TE0926  HISTORY     - Date     Condition        Report By
 TE0926  HISTORY     - 1964     MONUMENTED       CGS
 TE0926  HISTORY     - 1968     GOOD             DOD
 TE0926
 TE0926                          STATION DESCRIPTION
 TE0926
 TE0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0926'7.9 MI W FROM LANGDON.
 TE0926'ABOUT 7.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0926'LANGDON, AT THE INTERSECTION OF A NORTH-SOUTH GRADED ROAD, 88 FEET
 TE0926'NORTH OF THE CENTER LINE OF THE HIGHWAY, 139 FEET NORTHEAST OF THE
 TE0926'APPROXIMATE CENTER OF THE INTERSECTION, 107 FEET EAST OF THE CENTER
 TE0926'LINE OF THE GRADED ROAD, 67 1/2 FEET EAST OF A FENCE CORNER, 3 FEET
 TE0926'SOUTH OF A FENCE LINE, 3 1/2 FEET WEST OF A POWER LINE POLE, IN LINE
 TE0926'WITH ROW OF POLES, 2 FEET EAST OF A METAL WITNESS POST, 5 FEET BELOW
 TE0926'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TE0926'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 15, R
 TE0926'61 E, T 161 N.
 TE0926
 TE0926                          STATION RECOVERY (1968)
 TE0926
 TE0926'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0273 ***********************************************************************
 TE0273  DESIGNATION -  A 457
 TE0273  PID         -  TE0273
 TE0273  STATE/COUNTY-  ND/CAVALIER
 TE0273  USGS QUAD   -  OSNABROCK (1972)
 TE0273
 TE0273                         *CURRENT SURVEY CONTROL
 TE0273  ___________________________________________________________________
 TE0273* NAD 83(1986)-  48 41 17.     (N)    098 08 38.     (W)     SCALED    
 TE0273* NAVD 88     -       492.333  (meters)    1615.26   (feet)  ADJUSTED  
 TE0273  ___________________________________________________________________
 TE0273  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 TE0273  DYNAMIC HT  -         492.438 (meters)    1615.61  (feet)  COMP
 TE0273  MODELED GRAV-     980,808.4   (mgal)                       NAVD 88
 TE0273
 TE0273  VERT ORDER  -  SECOND    CLASS 0
 TE0273
 TE0273.The horizontal coordinates were scaled from a topographic map and have
 TE0273.an estimated accuracy of +/- 6 seconds.
 TE0273
 TE0273.The orthometric height was determined by differential leveling
 TE0273.and adjusted by the National Geodetic Survey in June 1991..
 TE0273
 TE0273.The geoid height was determined by GEOID03.
 TE0273
 TE0273.The dynamic height is computed by dividing the NAVD 88
 TE0273.geopotential number by the normal gravity value computed on the
 TE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0273.degrees latitude (g = 980.6199 gals.).
 TE0273
 TE0273.The modeled gravity was interpolated from observed gravity values.
 TE0273
 TE0273;                    North         East    Units  Estimated Accuracy
 TE0273;SPC ND N     -   190,340.      773,450.      MT  (+/- 180 meters Scaled)
 TE0273
 TE0273                          SUPERSEDED SURVEY CONTROL
 TE0273
 TE0273  NGVD 29 (??/??/92)  491.959  (m)         1614.04   (f) ADJ UNCH    2 0
 TE0273
 TE0273.Superseded values are not recommended for survey control.
 TE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0273.See file dsdata.txt to determine how the superseded data were derived.
 TE0273
 TE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU630931(NAD 83)
 TE0273_MARKER: DB = BENCH MARK DISK
 TE0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0273_STAMPING: A 457 1964
 TE0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0273+STABILITY: SURFACE MOTION
 TE0273
 TE0273  HISTORY     - Date     Condition        Report By
 TE0273  HISTORY     - 1964     MONUMENTED       CGS
 TE0273  HISTORY     - 1968     GOOD             USGS
 TE0273
 TE0273                          STATION DESCRIPTION
 TE0273
 TE0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0273'1.4 MI N FROM OSNABROCK.
 TE0273'ABOUT 1.4 MILES NORTH ALONG COUNTY ROAD NO. 35 FROM THE CROSSING OF
 TE0273'THE GREAT NORTHERN RAILWAY AT OSNABROCK, AT A ROAD INTERSECTION, 62
 TE0273'FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 91 FEET NORTHEAST OF
 TE0273'THE APPROXIMATE CENTER OF INTERSECTION, 67 FEET NORTH OF THE CENTER
 TE0273'LINE OF THE EAST-WEST, WOAD, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 2
 TE0273'1/2 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 TE0273'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 TE0273'THE LEVEL OF THE GROUND.
 TE0273
 TE0273                          STATION RECOVERY (1968)
 TE0273
 TE0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0436 ***********************************************************************
 RP0436  DESIGNATION -  A 46
 RP0436  PID         -  RP0436
 RP0436  STATE/COUNTY-  ND/RANSOM
 RP0436  USGS QUAD   -  SHELDON (1960)
 RP0436
 RP0436                         *CURRENT SURVEY CONTROL
 RP0436  ___________________________________________________________________
 RP0436* NAD 83(1986)-  46 35 21.     (N)    097 29 22.     (W)     SCALED    
 RP0436* NAVD 88     -       328.263  (meters)    1076.98   (feet)  ADJUSTED  
 RP0436  ___________________________________________________________________
 RP0436  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 RP0436  DYNAMIC HT  -         328.277 (meters)    1077.02  (feet)  COMP
 RP0436  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 RP0436
 RP0436  VERT ORDER  -  SECOND    CLASS 0
 RP0436
 RP0436.The horizontal coordinates were scaled from a topographic map and have
 RP0436.an estimated accuracy of +/- 6 seconds.
 RP0436
 RP0436.The orthometric height was determined by differential leveling
 RP0436.and adjusted by the National Geodetic Survey in June 1991..
 RP0436
 RP0436.The geoid height was determined by GEOID03.
 RP0436
 RP0436.The dynamic height is computed by dividing the NAVD 88
 RP0436.geopotential number by the normal gravity value computed on the
 RP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0436.degrees latitude (g = 980.6199 gals.).
 RP0436
 RP0436.The modeled gravity was interpolated from observed gravity values.
 RP0436
 RP0436;                    North         East    Units  Estimated Accuracy
 RP0436;SPC ND S     -   106,960.      830,650.      MT  (+/- 180 meters Scaled)
 RP0436
 RP0436                          SUPERSEDED SURVEY CONTROL
 RP0436
 RP0436  NGVD 29 (??/??/92)  327.953  (m)         1075.96   (f) ADJ UNCH    2 0
 RP0436
 RP0436.Superseded values are not recommended for survey control.
 RP0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0436.See file dsdata.txt to determine how the superseded data were derived.
 RP0436
 RP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS157606(NAD 83)
 RP0436_MARKER: DB = BENCH MARK DISK
 RP0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0436_STAMPING: A-46 1934
 RP0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0436+STABILITY: SURFACE MOTION
 RP0436
 RP0436  HISTORY     - Date     Condition        Report By
 RP0436  HISTORY     - 1934     MONUMENTED       CGS
 RP0436
 RP0436                          STATION DESCRIPTION
 RP0436
 RP0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0436'IN SHELDON.
 RP0436'ALONG NORTHERN PACIFIC RAILROAD 9 POLES SOUTHWEST OF MILEPOST NO.40
 RP0436'AND 1 POLE EAST OF PUBLIC CROSSING AT EAST EDGE OF TOWN WHERE SIDING
 RP0436'TAKES OFF FOR NORTH SIDE OF DEPOT.  SET IN POST 2 FEET BELOW RAIL
 RP0436'LEVEL, 4 FEET SOUTHWEST OF POLE, 11 FEET SOUTHWEST OF FENCE, 39 FEET
 RP0436'NORTHWEST OF CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0572 ***********************************************************************
 TH0572  DESIGNATION -  A 462
 TH0572  PID         -  TH0572
 TH0572  STATE/COUNTY-  ND/WILLIAMS
 TH0572  USGS QUAD   -  RED BANK CREEK (1989)
 TH0572
 TH0572                         *CURRENT SURVEY CONTROL
 TH0572  ___________________________________________________________________
 TH0572* NAD 83(1986)-  48 08 20.     (N)    104 01 22.     (W)     SCALED    
 TH0572* NAVD 88     -       692.455  (meters)    2271.83   (feet)  ADJUSTED  
 TH0572  ___________________________________________________________________
 TH0572  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TH0572  DYNAMIC HT  -         692.526 (meters)    2272.06  (feet)  COMP
 TH0572  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 TH0572
 TH0572  VERT ORDER  -  FIRST     CLASS II
 TH0572
 TH0572.The horizontal coordinates were scaled from a topographic map and have
 TH0572.an estimated accuracy of +/- 6 seconds.
 TH0572
 TH0572.The orthometric height was determined by differential leveling
 TH0572.and adjusted by the National Geodetic Survey in June 1991..
 TH0572
 TH0572.The geoid height was determined by GEOID03.
 TH0572
 TH0572.The dynamic height is computed by dividing the NAVD 88
 TH0572.geopotential number by the normal gravity value computed on the
 TH0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0572.degrees latitude (g = 980.6199 gals.).
 TH0572
 TH0572.The modeled gravity was interpolated from observed gravity values.
 TH0572
 TH0572;                    North         East    Units  Estimated Accuracy
 TH0572;SPC ND N     -   132,620.      337,930.      MT  (+/- 180 meters Scaled)
 TH0572
 TH0572                          SUPERSEDED SURVEY CONTROL
 TH0572
 TH0572.No superseded survey control is available for this station.
 TH0572
 TH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP727321(NAD 83)
 TH0572_MARKER: I = METAL ROD
 TH0572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TH0572_SP_SET: STAINLESS STEEL ROD
 TH0572_STAMPING: A 462 1981
 TH0572_MARK LOGO: NGS   
 TH0572_PROJECTION: FLUSH
 TH0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0572_ROD/PIPE-DEPTH: 4.9  meters
 TH0572
 TH0572  HISTORY     - Date     Condition        Report By
 TH0572  HISTORY     - 1981     MONUMENTED       NGS
 TH0572
 TH0572                          STATION DESCRIPTION
 TH0572
 TH0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0572'22.3 KM (13.85 MI) WEST FROM WILLISTON.
 TH0572'22.3 KM (13.85 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0572'WITH U.S. HIGHWAY 85 IN WILLISTON, 46.0 METERS (151.0 FT) SOUTHWEST OF
 TH0572'MILE POST 1, 30.2 METERS (99.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 TH0572'HIGHWAY, 11.0 METERS (36.0 FT) EAST-NORTHEAST OF A T-FENCE CORNER, 6.1
 TH0572'METERS (20.0 FT) EAST-NORTHEAST OF THE CENTER OF THE MOST EASTERLY 1
 TH0572'OF 2 FIELD ENTRANCES LEADING SOUTH, 2.1 METERS (7.0 FT) WEST-SOUTHWEST
 TH0572'OF A WHITE WOODEN RIGHT-OF-WAY POST AND 0.3 METER (1.0 FT)
 TH0572'NORTH-NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 TH0572'A 5-INCH LOGO CAP.
 TH0572'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TH0572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0658 ***********************************************************************
 SO0658  DESIGNATION -  A 463
 SO0658  PID         -  SO0658
 SO0658  STATE/COUNTY-  ND/MCKENZIE
 SO0658  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0658
 SO0658                         *CURRENT SURVEY CONTROL
 SO0658  ___________________________________________________________________
 SO0658* NAD 83(1986)-  47 52 38.     (N)    103 44 01.     (W)     SCALED    
 SO0658* NAVD 88     -       640.693  (meters)    2102.01   (feet)  ADJUSTED  
 SO0658  ___________________________________________________________________
 SO0658  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0658  DYNAMIC HT  -         640.755 (meters)    2102.21  (feet)  COMP
 SO0658  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 SO0658
 SO0658  VERT ORDER  -  FIRST     CLASS II
 SO0658
 SO0658.The horizontal coordinates were scaled from a topographic map and have
 SO0658.an estimated accuracy of +/- 6 seconds.
 SO0658
 SO0658.The orthometric height was determined by differential leveling
 SO0658.and adjusted by the National Geodetic Survey in June 1991..
 SO0658
 SO0658.The geoid height was determined by GEOID03.
 SO0658
 SO0658.The dynamic height is computed by dividing the NAVD 88
 SO0658.geopotential number by the normal gravity value computed on the
 SO0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0658.degrees latitude (g = 980.6199 gals.).
 SO0658
 SO0658.The modeled gravity was interpolated from observed gravity values.
 SO0658
 SO0658;                    North         East    Units  Estimated Accuracy
 SO0658;SPC ND N     -   102,610.      358,200.      MT  (+/- 180 meters Scaled)
 SO0658
 SO0658                          SUPERSEDED SURVEY CONTROL
 SO0658
 SO0658.No superseded survey control is available for this station.
 SO0658
 SO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP946034(NAD 83)
 SO0658_MARKER: I = METAL ROD
 SO0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0658_SP_SET: STAINLESS STEEL ROD
 SO0658_STAMPING: A 463 1981
 SO0658_MARK LOGO: NGS   
 SO0658_PROJECTION: FLUSH
 SO0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0658_ROD/PIPE-DEPTH: 21.9 meters
 SO0658
 SO0658  HISTORY     - Date     Condition        Report By
 SO0658  HISTORY     - 1981     MONUMENTED       NGS
 SO0658
 SO0658                          STATION DESCRIPTION
 SO0658
 SO0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0658'25.4 KM (15.75 MI) EAST FROM FAIRVIEW.
 SO0658'25.4 KM (15.75 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0658'OFFICE IN FAIRVIEW, 38.1 METERS (125.0 FT) NORTH OF THE CENTERLINE OF
 SO0658'THE HIGHWAY, 15.2 METERS (50.0 FT) WEST OF THE CENTER OF A GRAVELEDED
 SO0658'ROAD, 2.3 METERS (7.5 FT) SOUTH-SOUTHWEST OF A UTILITY POLE AND 0.5
 SO0658'METER (1.8 FT) WEST OF A HIGHWAY RIGHT-OF-WAY POST.  NOTE=ACCESS TO
 SO0658'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SO0658'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SO0658'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1836 ***********************************************************************
 TF1836  DESIGNATION -  A 464
 TF1836  PID         -  TF1836
 TF1836  STATE/COUNTY-  ND/WARD
 TF1836  USGS QUAD   -  BURLINGTON (1979)
 TF1836
 TF1836                         *CURRENT SURVEY CONTROL
 TF1836  ___________________________________________________________________
 TF1836* NAD 83(1986)-  48 15 16.     (N)    101 26 52.     (W)     SCALED    
 TF1836* NAVD 88     -       557.822  (meters)    1830.12   (feet)  ADJUSTED  
 TF1836  ___________________________________________________________________
 TF1836  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF1836  DYNAMIC HT  -         557.920 (meters)    1830.44  (feet)  COMP
 TF1836  MODELED GRAV-     980,767.7   (mgal)                       NAVD 88
 TF1836
 TF1836  VERT ORDER  -  FIRST     CLASS II
 TF1836
 TF1836.The horizontal coordinates were scaled from a topographic map and have
 TF1836.an estimated accuracy of +/- 6 seconds.
 TF1836
 TF1836.The orthometric height was determined by differential leveling
 TF1836.and adjusted by the National Geodetic Survey in June 1991..
 TF1836
 TF1836.The geoid height was determined by GEOID03.
 TF1836
 TF1836.The dynamic height is computed by dividing the NAVD 88
 TF1836.geopotential number by the normal gravity value computed on the
 TF1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1836.degrees latitude (g = 980.6199 gals.).
 TF1836
 TF1836.The modeled gravity was interpolated from observed gravity values.
 TF1836
 TF1836;                    North         East    Units  Estimated Accuracy
 TF1836;SPC ND N     -   139,900.      529,630.      MT  (+/- 180 meters Scaled)
 TF1836
 TF1836                          SUPERSEDED SURVEY CONTROL
 TF1836
 TF1836.No superseded survey control is available for this station.
 TF1836
 TF1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU183474(NAD 83)
 TF1836_MARKER: I = METAL ROD
 TF1836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1836_SP_SET: STAINLESS STEEL ROD
 TF1836_STAMPING: A 464 1981
 TF1836_MARK LOGO: NGS   
 TF1836_PROJECTION: FLUSH
 TF1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1836_ROD/PIPE-DEPTH: 8.5  meters
 TF1836
 TF1836  HISTORY     - Date     Condition        Report By
 TF1836  HISTORY     - 1981     MONUMENTED       NGS
 TF1836
 TF1836                          STATION DESCRIPTION
 TF1836
 TF1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1836'8.8 KM (4.45 MI) EAST FROM DES LACS.
 TF1836'8.8 KM (5.45 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1836'NORTHERN RAILROAD STATION IN DES LACS, 17.8 METERS (58.4 FT) SOUTH OF
 TF1836'THE CENTERLINE OF THE ROAD, 10.8 METERS (35.4 FT) WEST OF THE CENTER
 TF1836'OF A TRACK ROAD LEADING SOUTH AND 0.8 METERS (2.6 FT) WEST OF A
 TF1836'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TF1836'CAP.
 TF1836'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TF1836'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1639 ***********************************************************************
 TG1639  DESIGNATION -  A 465
 TG1639  PID         -  TG1639
 TG1639  STATE/COUNTY-  ND/MOUNTRAIL
 TG1639  USGS QUAD   -  STANLEY (1981)
 TG1639
 TG1639                         *CURRENT SURVEY CONTROL
 TG1639  ___________________________________________________________________
 TG1639* NAD 83(1986)-  48 19 37.     (N)    102 23 25.     (W)     SCALED    
 TG1639* NAVD 88     -       689.858  (meters)    2263.31   (feet)  ADJUSTED  
 TG1639  ___________________________________________________________________
 TG1639  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG1639  DYNAMIC HT  -         689.967 (meters)    2263.67  (feet)  COMP
 TG1639  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 TG1639
 TG1639  VERT ORDER  -  FIRST     CLASS II
 TG1639
 TG1639.The horizontal coordinates were scaled from a topographic map and have
 TG1639.an estimated accuracy of +/- 6 seconds.
 TG1639
 TG1639.The orthometric height was determined by differential leveling
 TG1639.and adjusted by the National Geodetic Survey in June 1991..
 TG1639
 TG1639.The geoid height was determined by GEOID03.
 TG1639
 TG1639.The dynamic height is computed by dividing the NAVD 88
 TG1639.geopotential number by the normal gravity value computed on the
 TG1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1639.degrees latitude (g = 980.6199 gals.).
 TG1639
 TG1639.The modeled gravity was interpolated from observed gravity values.
 TG1639
 TG1639;                    North         East    Units  Estimated Accuracy
 TG1639;SPC ND N     -   149,250.      459,850.      MT  (+/- 180 meters Scaled)
 TG1639
 TG1639                          SUPERSEDED SURVEY CONTROL
 TG1639
 TG1639.No superseded survey control is available for this station.
 TG1639
 TG1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP934559(NAD 83)
 TG1639_MARKER: I = METAL ROD
 TG1639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1639_SP_SET: STAINLESS STEEL ROD
 TG1639_STAMPING: A 465 1982
 TG1639_MARK LOGO: NGS   
 TG1639_PROJECTION: FLUSH
 TG1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1639_ROD/PIPE-DEPTH: 9.8  meters
 TG1639
 TG1639  HISTORY     - Date     Condition        Report By
 TG1639  HISTORY     - 1982     MONUMENTED       NGS
 TG1639
 TG1639                          STATION DESCRIPTION
 TG1639
 TG1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1639'0.8 KM (0.5 MI) NORTH FROM STANLEY.
 TG1639'0.8 KM (0.5 MI) NORTHERLY ALONG COUNTY ROAD 15 (MAIN STREET) FROM THE
 TG1639'BURLINGTON NORTHERN RAILROAD STATION IN STANLEY, 55.7 METERS (182.7
 TG1639'FT) EAST OF THE CENTERLINE OF THE ROAD, 18.0 METERS (59.1 FT) SOUTH OF
 TG1639'THE CENTER OF A GRAVELED ROAD LEADING EAST AND 1.5 METERS (4.9 FT)
 TG1639'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1639'5-INCH LOGO CAP.
 TG1639'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1639'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1600 ***********************************************************************
 TG1600  DESIGNATION -  A 466
 TG1600  PID         -  TG1600
 TG1600  STATE/COUNTY-  ND/WILLIAMS
 TG1600  USGS QUAD   -  RAY SE (1978)
 TG1600
 TG1600                         *CURRENT SURVEY CONTROL
 TG1600  ___________________________________________________________________
 TG1600* NAD 83(1986)-  48 20 31.     (N)    103 03 59.     (W)     SCALED    
 TG1600* NAVD 88     -       693.350  (meters)    2274.77   (feet)  ADJUSTED  
 TG1600  ___________________________________________________________________
 TG1600  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG1600  DYNAMIC HT  -         693.447 (meters)    2275.08  (feet)  COMP
 TG1600  MODELED GRAV-     980,726.8   (mgal)                       NAVD 88
 TG1600
 TG1600  VERT ORDER  -  FIRST     CLASS II
 TG1600
 TG1600.The horizontal coordinates were scaled from a topographic map and have
 TG1600.an estimated accuracy of +/- 6 seconds.
 TG1600
 TG1600.The orthometric height was determined by differential leveling
 TG1600.and adjusted by the National Geodetic Survey in June 1991..
 TG1600
 TG1600.The geoid height was determined by GEOID03.
 TG1600
 TG1600.The dynamic height is computed by dividing the NAVD 88
 TG1600.geopotential number by the normal gravity value computed on the
 TG1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1600.degrees latitude (g = 980.6199 gals.).
 TG1600
 TG1600.The modeled gravity was interpolated from observed gravity values.
 TG1600
 TG1600;                    North         East    Units  Estimated Accuracy
 TG1600;SPC ND N     -   152,370.      409,800.      MT  (+/- 180 meters Scaled)
 TG1600
 TG1600                          SUPERSEDED SURVEY CONTROL
 TG1600
 TG1600.No superseded survey control is available for this station.
 TG1600
 TG1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP432561(NAD 83)
 TG1600_MARKER: I = METAL ROD
 TG1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1600_SP_SET: STAINLESS STEEL ROD
 TG1600_STAMPING: A 466 1982
 TG1600_MARK LOGO: NGS   
 TG1600_PROJECTION: FLUSH
 TG1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TG1600+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 TG1600_ROD/PIPE-DEPTH: 5.5  meters
 TG1600
 TG1600  HISTORY     - Date     Condition        Report By
 TG1600  HISTORY     - 1982     MONUMENTED       NGS
 TG1600  HISTORY     - 20010510 GOOD             NDDT
 TG1600
 TG1600                          STATION DESCRIPTION
 TG1600
 TG1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1600'7.4 KM (4.6 MI) EAST FROM RAY.
 TG1600'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1600'RAY, THENCE 7.3 KM (4.55 MI) EASTERLY ALONG U. S. HIGHWAY 2, 61.0
 TG1600'METERS (200.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25.0 METERS
 TG1600'(82.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 2.2
 TG1600'METERS (7.2 FT) SOUTHEAST OF A WOODEN HIGHWAY RIGHT-OF-WAY MARKER AND
 TG1600'1.9 METERS (6.2 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 TG1600'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1600'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1600'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TG1600
 TG1600                          STATION RECOVERY (2001)
 TG1600
 TG1600'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2001 (WP)
 TG1600'STAMPED - A 485 1982
 TG1600' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1642 ***********************************************************************
 TG1642  DESIGNATION -  A 467
 TG1642  PID         -  TG1642
 TG1642  STATE/COUNTY-  ND/MOUNTRAIL
 TG1642  USGS QUAD   -  STANLEY SE (1981)
 TG1642
 TG1642                         *CURRENT SURVEY CONTROL
 TG1642  ___________________________________________________________________
 TG1642* NAD 83(1986)-  48 20 29.     (N)    102 21 12.     (W)     SCALED    
 TG1642* NAVD 88     -       680.767  (meters)    2233.48   (feet)  ADJUSTED  
 TG1642  ___________________________________________________________________
 TG1642  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG1642  DYNAMIC HT  -         680.875 (meters)    2233.84  (feet)  COMP
 TG1642  MODELED GRAV-     980,746.8   (mgal)                       NAVD 88
 TG1642
 TG1642  VERT ORDER  -  FIRST     CLASS II
 TG1642
 TG1642.The horizontal coordinates were scaled from a topographic map and have
 TG1642.an estimated accuracy of +/- 6 seconds.
 TG1642
 TG1642.The orthometric height was determined by differential leveling
 TG1642.and adjusted by the National Geodetic Survey in June 1991..
 TG1642
 TG1642.The geoid height was determined by GEOID03.
 TG1642
 TG1642.The dynamic height is computed by dividing the NAVD 88
 TG1642.geopotential number by the normal gravity value computed on the
 TG1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1642.degrees latitude (g = 980.6199 gals.).
 TG1642
 TG1642.The modeled gravity was interpolated from observed gravity values.
 TG1642
 TG1642;                    North         East    Units  Estimated Accuracy
 TG1642;SPC ND N     -   150,790.      462,630.      MT  (+/- 180 meters Scaled)
 TG1642
 TG1642                          SUPERSEDED SURVEY CONTROL
 TG1642
 TG1642.No superseded survey control is available for this station.
 TG1642
 TG1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP961576(NAD 83)
 TG1642_MARKER: I = METAL ROD
 TG1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1642_SP_SET: STAINLESS STEEL ROD
 TG1642_STAMPING: A 467 1981
 TG1642_MARK LOGO: NGS   
 TG1642_PROJECTION: FLUSH
 TG1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1642_ROD/PIPE-DEPTH: 5.8  meters
 TG1642
 TG1642  HISTORY     - Date     Condition        Report By
 TG1642  HISTORY     - 1981     MONUMENTED       NGS
 TG1642
 TG1642                          STATION DESCRIPTION
 TG1642
 TG1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1642'4.4 KM (2.75 MI) NE FROM STANLEY.
 TG1642'4.4 KM (2.75 MI) NORTH AND EASTERLY ALONG COUNTY ROAD 15 (OLD U. S.
 TG1642'HIGHWAY 2) FROM THE BURLINGTON NORTHERN RAILROAD STATION IN STANLEY,
 TG1642'31.7 METERS (104.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD AND 1.1
 TG1642'METERS (3.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 TG1642'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1642'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TG1642'THE MARK IS 2.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1434 ***********************************************************************
 SN1434  DESIGNATION -  A 468
 SN1434  PID         -  SN1434
 SN1434  STATE/COUNTY-  ND/MCLEAN
 SN1434  USGS QUAD   -  GARRISON NE (1981)
 SN1434
 SN1434                         *CURRENT SURVEY CONTROL
 SN1434  ___________________________________________________________________
 SN1434* NAD 83(1986)-  47 41 18.     (N)    101 17 31.     (W)     SCALED    
 SN1434* NAVD 88     -       589.204  (meters)    1933.08   (feet)  ADJUSTED  
 SN1434  ___________________________________________________________________
 SN1434  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SN1434  DYNAMIC HT  -         589.257 (meters)    1933.25  (feet)  COMP
 SN1434  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 SN1434
 SN1434  VERT ORDER  -  FIRST     CLASS II
 SN1434
 SN1434.The horizontal coordinates were scaled from a topographic map and have
 SN1434.an estimated accuracy of +/- 6 seconds.
 SN1434
 SN1434.The orthometric height was determined by differential leveling
 SN1434.and adjusted by the National Geodetic Survey in June 1991..
 SN1434
 SN1434.The geoid height was determined by GEOID03.
 SN1434
 SN1434.The dynamic height is computed by dividing the NAVD 88
 SN1434.geopotential number by the normal gravity value computed on the
 SN1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1434.degrees latitude (g = 980.6199 gals.).
 SN1434
 SN1434.The modeled gravity was interpolated from observed gravity values.
 SN1434
 SN1434;                    North         East    Units  Estimated Accuracy
 SN1434;SPC ND N     -    76,840.      540,550.      MT  (+/- 180 meters Scaled)
 SN1434
 SN1434                          SUPERSEDED SURVEY CONTROL
 SN1434
 SN1434.No superseded survey control is available for this station.
 SN1434
 SN1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280842(NAD 83)
 SN1434_MARKER: I = METAL ROD
 SN1434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1434_SP_SET: STAINLESS STEEL ROD
 SN1434_STAMPING: A 468 1982
 SN1434_MARK LOGO: NGS   
 SN1434_PROJECTION: FLUSH
 SN1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1434_ROD/PIPE-DEPTH: 7.6  meters
 SN1434
 SN1434  HISTORY     - Date     Condition        Report By
 SN1434  HISTORY     - 1982     MONUMENTED       NGS
 SN1434
 SN1434                          STATION DESCRIPTION
 SN1434
 SN1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1434'30.2 KM (18.75 MI) NW FROM UNDERWOOD.
 SN1434'30.2 KM (18.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1434'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 39.0 METERS (128.0 FT)
 SN1434'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 30.5
 SN1434'METERS (100.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD AND 9.3
 SN1434'METERS (30.5 FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 SN1434'POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1434'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 SN1434'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1153 ***********************************************************************
 SL1153  DESIGNATION -  A 469
 SL1153  PID         -  SL1153
 SL1153  STATE/COUNTY-  ND/GRAND FORKS
 SL1153  USGS QUAD   -  KELLY (1963)
 SL1153
 SL1153                         *CURRENT SURVEY CONTROL
 SL1153  ___________________________________________________________________
 SL1153* NAD 83(1986)-  47 55 03.     (N)    097 10 16.     (W)     SCALED    
 SL1153* NAVD 88     -       257.759  (meters)     845.66   (feet)  ADJUSTED  
 SL1153  ___________________________________________________________________
 SL1153  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 SL1153  DYNAMIC HT  -         257.805 (meters)     845.82  (feet)  COMP
 SL1153  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 SL1153
 SL1153  VERT ORDER  -  FIRST     CLASS II
 SL1153
 SL1153.The horizontal coordinates were scaled from a topographic map and have
 SL1153.an estimated accuracy of +/- 6 seconds.
 SL1153
 SL1153.The orthometric height was determined by differential leveling
 SL1153.and adjusted by the National Geodetic Survey in June 1991..
 SL1153
 SL1153.The geoid height was determined by GEOID03.
 SL1153
 SL1153.The dynamic height is computed by dividing the NAVD 88
 SL1153.geopotential number by the normal gravity value computed on the
 SL1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1153.degrees latitude (g = 980.6199 gals.).
 SL1153
 SL1153.The modeled gravity was interpolated from observed gravity values.
 SL1153
 SL1153;                    North         East    Units  Estimated Accuracy
 SL1153;SPC ND N     -   107,390.      848,720.      MT  (+/- 180 meters Scaled)
 SL1153
 SL1153                          SUPERSEDED SURVEY CONTROL
 SL1153
 SL1153.No superseded survey control is available for this station.
 SL1153
 SL1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU366087(NAD 83)
 SL1153_MARKER: I = METAL ROD
 SL1153_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1153_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1153_STAMPING: A 469 1981
 SL1153_MARK LOGO: NGS   
 SL1153_PROJECTION: RECESSED 3 CENTIMETERS
 SL1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1153+STABILITY: POSITION/ELEVATION WELL
 SL1153_ROD/PIPE-DEPTH: 15.8 meters
 SL1153_SLEEVE-DEPTH  : 10.6 meters
 SL1153
 SL1153  HISTORY     - Date     Condition        Report By
 SL1153  HISTORY     - 1981     MONUMENTED       NGS
 SL1153
 SL1153                          STATION DESCRIPTION
 SL1153
 SL1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1153'10.5 KM (6.45 MI) WEST FROM GRAND FORKS.
 SL1153'10.5 KM (6.45 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SL1153'STATION IN GRAND FORKS, 0.25 KM (0.15 MI) EAST OF THE JUNCTION OF
 SL1153'COUNTY ROADS 4 AND 5, AT THE NORTHEAST CORNER OF A FRAMED WHITE
 SL1153'HOUSE, TRIMMED WITH BRICK ON THE FRONT AND ABOUT 0.1 KM (0.05 MI)
 SL1153'SOUTH OF THE RAILROAD, (PROPERTY OWNER JOE FULLER), 35.7 METERS
 SL1153'(117.5 FT) NORTHWEST OF A POWER POLE WITH TRANSFORMER, 15.5 METERS
 SL1153'(51.0 FT) EAST NORTHEAST OF THE CENTER OF THE DOOR TO THE MAIN FRONT
 SL1153'ENTRANCE TO THE HOUSE, 3.0 METERS (10.0 FT) NORTH NORTHEAST OF THE
 SL1153'NORTHEAST CORNER OF THE HOUSE, 1.5 METERS (5.0 FT) NORTHWEST OF LIGHT
 SL1153'POLE, 0.6 METER (2.0 FT) EAST OF THE EAST EDGE OF A CONCRETE SLAB TO
 SL1153'THE GARAGE ENTRANCE.
 SL1153'THE MARK IS ABOVE LEVEL WITH CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0308 ***********************************************************************
 RP0308  DESIGNATION -  A 47
 RP0308  PID         -  RP0308
 RP0308  STATE/COUNTY-  ND/CASS
 RP0308  USGS QUAD   -  FARGO SOUTH (1993)
 RP0308
 RP0308                         *CURRENT SURVEY CONTROL
 RP0308  ___________________________________________________________________
 RP0308* NAD 83(1986)-  46 52 28.     (N)    096 49 10.     (W)     SCALED    
 RP0308* NAVD 88     -       274.253  (meters)     899.78   (feet)  ADJUSTED  
 RP0308  ___________________________________________________________________
 RP0308  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP0308  DYNAMIC HT  -         274.279 (meters)     899.86  (feet)  COMP
 RP0308  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 RP0308
 RP0308  VERT ORDER  -  SECOND    CLASS 0
 RP0308
 RP0308.The horizontal coordinates were scaled from a topographic map and have
 RP0308.an estimated accuracy of +/- 6 seconds.
 RP0308
 RP0308.The orthometric height was determined by differential leveling
 RP0308.and adjusted by the National Geodetic Survey in June 1991..
 RP0308
 RP0308.The geoid height was determined by GEOID03.
 RP0308
 RP0308.The dynamic height is computed by dividing the NAVD 88
 RP0308.geopotential number by the normal gravity value computed on the
 RP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0308.degrees latitude (g = 980.6199 gals.).
 RP0308
 RP0308.The modeled gravity was interpolated from observed gravity values.
 RP0308
 RP0308;                    North         East    Units  Estimated Accuracy
 RP0308;SPC ND S     -   140,820.      880,460.      MT  (+/- 180 meters Scaled)
 RP0308
 RP0308                          SUPERSEDED SURVEY CONTROL
 RP0308
 RP0308  NGVD 29 (??/??/92)  273.970  (m)          898.85   (f) ADJ UNCH    2 0
 RP0308
 RP0308.Superseded values are not recommended for survey control.
 RP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0308.See file dsdata.txt to determine how the superseded data were derived.
 RP0308
 RP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS661935(NAD 83)
 RP0308_MARKER: DB = BENCH MARK DISK
 RP0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0308_STAMPING: A-47 1934
 RP0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0308+STABILITY: SURFACE MOTION
 RP0308
 RP0308  HISTORY     - Date     Condition        Report By
 RP0308  HISTORY     - 1934     MONUMENTED       CGS
 RP0308  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0308
 RP0308                          STATION DESCRIPTION
 RP0308
 RP0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0308'1.4 MI SW FROM FARGO.
 RP0308'ALONG THE NORTHERN PACIFIC RAILROAD AT THE CROSSING OF THE CHICAGO,
 RP0308'MILWAUKEE, AND ST. PAUL RAILROAD.  22 POLES NORTHEAST OF MILEPOST NO.
 RP0308'1.  SET IN POST 4 FEET BELOW THE RAIL LEVEL, 18 FEET SOUTHWEST OF THE
 RP0308'CENTER LINE OF THE NORTHERN PACIFIC TRACK, 30 FEET WEST OF THE CENTER
 RP0308'LINE OF THE CHICAGO, MILWAUKEE AND ST. PAUL TRACK AND 60 FEET
 RP0308'SOUTHWEST OF THE CENTER OF THE CROSSING.  STANDARD DISK SET IN
 RP0308'CONCRETE POST AND STAMPED A 47 1934.
 RP0308
 RP0308                          STATION RECOVERY (1982)
 RP0308
 RP0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0308'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1620 ***********************************************************************
 TE1620  DESIGNATION -  A 471
 TE1620  PID         -  TE1620
 TE1620  STATE/COUNTY-  ND/PIERCE
 TE1620  USGS QUAD   -  RUGBY (1980)
 TE1620
 TE1620                         *CURRENT SURVEY CONTROL
 TE1620  ___________________________________________________________________
 TE1620* NAD 83(1986)-  48 21 17.     (N)    099 58 42.     (W)     SCALED    
 TE1620* NAVD 88     -       473.995  (meters)    1555.10   (feet)  ADJUSTED  
 TE1620  ___________________________________________________________________
 TE1620  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TE1620  DYNAMIC HT  -         474.088 (meters)    1555.40  (feet)  COMP
 TE1620  MODELED GRAV-     980,792.7   (mgal)                       NAVD 88
 TE1620
 TE1620  VERT ORDER  -  FIRST     CLASS II
 TE1620
 TE1620.The horizontal coordinates were scaled from a topographic map and have
 TE1620.an estimated accuracy of +/- 6 seconds.
 TE1620
 TE1620.The orthometric height was determined by differential leveling
 TE1620.and adjusted by the National Geodetic Survey in June 1991..
 TE1620
 TE1620.The geoid height was determined by GEOID03.
 TE1620
 TE1620.The dynamic height is computed by dividing the NAVD 88
 TE1620.geopotential number by the normal gravity value computed on the
 TE1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1620.degrees latitude (g = 980.6199 gals.).
 TE1620
 TE1620.The modeled gravity was interpolated from observed gravity values.
 TE1620
 TE1620;                    North         East    Units  Estimated Accuracy
 TE1620;SPC ND N     -   150,750.      638,660.      MT  (+/- 180 meters Scaled)
 TE1620
 TE1620                          SUPERSEDED SURVEY CONTROL
 TE1620
 TE1620.No superseded survey control is available for this station.
 TE1620
 TE1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU275561(NAD 83)
 TE1620_MARKER: I = METAL ROD
 TE1620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1620_SP_SET: STAINLESS STEEL ROD
 TE1620_STAMPING: A 471 1982
 TE1620_MARK LOGO: NGS   
 TE1620_PROJECTION: PROJECTING 5 CENTIMETERS
 TE1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TE1620+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 TE1620_ROD/PIPE-DEPTH: 7.3  meters
 TE1620
 TE1620  HISTORY     - Date     Condition        Report By
 TE1620  HISTORY     - 1982     MONUMENTED       NGS
 TE1620  HISTORY     - 20000913 GOOD             NDHD
 TE1620
 TE1620                          STATION DESCRIPTION
 TE1620
 TE1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1620'1.6 KM (1.0 MI) EAST FROM RUGBY.
 TE1620'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1620'ROUTE 3 IN RUGBY, AT AN ASPHALT ROAD LEADING NORTH TO A COUNTRY CLUB,
 TE1620'0.6 METERS (2.0 FT) EAST OF A POWERLINE POLE WITH GUY WIRES, 6.7
 TE1620'METERS (22.0 FT) WEST-NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, 9.8
 TE1620'METERS (32.0 FT) WEST OF THE SOUTHERNMOST LEG OF A 10 BY 20 FOOT
 TE1620'BILLBOARD, 37.5 METERS (123.0 FT) WEST OF THE CENTER OF AN ASPHALT
 TE1620'ROAD, AND 32.9 METERS (108.0 FT) NORTH OF THE CENTERLINE OF THE
 TE1620'WESTBOUND LANES OF THE HIGHWAY, ALSO 122.0 METERS (400.0 FT) SOUTHEAST
 TE1620'OF A RADIO TOWER WHICH IS IN LINE WITH AN EAST WEST POWERLINE.
 TE1620'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 TE1620'THE MARK IS 1.8 M BELOW HIGHWAY.
 TE1620
 TE1620                          STATION RECOVERY (2000)
 TE1620
 TE1620'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1620'STAMPED - 'A 471  1982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1918 ***********************************************************************
 TF1918  DESIGNATION -  A 472
 TF1918  PID         -  TF1918
 TF1918  STATE/COUNTY-  ND/MCHENRY
 TF1918  USGS QUAD   -  GRANVILLE (1977)
 TF1918
 TF1918                         *CURRENT SURVEY CONTROL
 TF1918  ___________________________________________________________________
 TF1918* NAD 83(1986)-  48 15 08.     (N)    100 50 35.     (W)     SCALED    
 TF1918* NAVD 88     -       462.158  (meters)    1516.26   (feet)  ADJUSTED  
 TF1918  ___________________________________________________________________
 TF1918  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF1918  DYNAMIC HT  -         462.237 (meters)    1516.52  (feet)  COMP
 TF1918  MODELED GRAV-     980,768.1   (mgal)                       NAVD 88
 TF1918
 TF1918  VERT ORDER  -  FIRST     CLASS II
 TF1918
 TF1918.The horizontal coordinates were scaled from a topographic map and have
 TF1918.an estimated accuracy of +/- 6 seconds.
 TF1918
 TF1918.The orthometric height was determined by differential leveling
 TF1918.and adjusted by the National Geodetic Survey in June 1991..
 TF1918
 TF1918.The geoid height was determined by GEOID03.
 TF1918
 TF1918.The dynamic height is computed by dividing the NAVD 88
 TF1918.geopotential number by the normal gravity value computed on the
 TF1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1918.degrees latitude (g = 980.6199 gals.).
 TF1918
 TF1918.The modeled gravity was interpolated from observed gravity values.
 TF1918
 TF1918;                    North         East    Units  Estimated Accuracy
 TF1918;SPC ND N     -   139,280.      574,530.      MT  (+/- 180 meters Scaled)
 TF1918
 TF1918                          SUPERSEDED SURVEY CONTROL
 TF1918
 TF1918.No superseded survey control is available for this station.
 TF1918
 TF1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU631459(NAD 83)
 TF1918_MARKER: I = METAL ROD
 TF1918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1918_SP_SET: STAINLESS STEEL ROD
 TF1918_STAMPING: A 472 1982
 TF1918_MARK LOGO: NGS   
 TF1918_PROJECTION: FLUSH
 TF1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1918_ROD/PIPE-DEPTH: 7.3  meters
 TF1918
 TF1918  HISTORY     - Date     Condition        Report By
 TF1918  HISTORY     - 1982     MONUMENTED       NGS
 TF1918
 TF1918                          STATION DESCRIPTION
 TF1918
 TF1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1918'2.1 KM (1.3 MI) SOUTH FROM GRANVILLE.
 TF1918'2.1 KM (1.3 MI) SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1918'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, SET AT A
 TF1918'FENCE CORNER, 25.2 METERS (83.0 FT) WEST OF THE CENTERLINE OF THE
 TF1918'HIGHWAY, 61.2 METERS (201.0 FT) NORTH-NORTHWEST OF THE WEST END OF A
 TF1918'PIPE CULVERT UNDER THE HIGHWAY, 1.3 METERS (4.5 FT) SOUTHEAST OF A
 TF1918'BRACED CORNER FENCE POST, AND 0.3 METER (1.0 FT) EAST OF A FENCE.
 TF1918'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1918'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1902 ***********************************************************************
 TF1902  DESIGNATION -  A 473
 TF1902  PID         -  TF1902
 TF1902  STATE/COUNTY-  ND/WARD
 TF1902  USGS QUAD   -  SAWYER NE (1979)
 TF1902
 TF1902                         *CURRENT SURVEY CONTROL
 TF1902  ___________________________________________________________________
 TF1902* NAD 83(1986)-  48 14 24.     (N)    101 04 01.     (W)     SCALED    
 TF1902* NAVD 88     -       484.390  (meters)    1589.20   (feet)  ADJUSTED  
 TF1902  ___________________________________________________________________
 TF1902  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF1902  DYNAMIC HT  -         484.481 (meters)    1589.50  (feet)  COMP
 TF1902  MODELED GRAV-     980,784.3   (mgal)                       NAVD 88
 TF1902
 TF1902  VERT ORDER  -  FIRST     CLASS II
 TF1902
 TF1902.The horizontal coordinates were scaled from a topographic map and have
 TF1902.an estimated accuracy of +/- 6 seconds.
 TF1902
 TF1902.The orthometric height was determined by differential leveling
 TF1902.and adjusted by the National Geodetic Survey in June 1991..
 TF1902
 TF1902.The geoid height was determined by GEOID03.
 TF1902
 TF1902.The dynamic height is computed by dividing the NAVD 88
 TF1902.geopotential number by the normal gravity value computed on the
 TF1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1902.degrees latitude (g = 980.6199 gals.).
 TF1902
 TF1902.The modeled gravity was interpolated from observed gravity values.
 TF1902
 TF1902;                    North         East    Units  Estimated Accuracy
 TF1902;SPC ND N     -   138,020.      557,890.      MT  (+/- 180 meters Scaled)
 TF1902
 TF1902                          SUPERSEDED SURVEY CONTROL
 TF1902
 TF1902.No superseded survey control is available for this station.
 TF1902
 TF1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU465450(NAD 83)
 TF1902_MARKER: I = METAL ROD
 TF1902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TF1902_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TF1902_STAMPING: A 473 1982
 TF1902_MARK LOGO: NGS   
 TF1902_PROJECTION: FLUSH
 TF1902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF1902+STABILITY: POSITION/ELEVATION WELL
 TF1902_ROD/PIPE-DEPTH: 15.5 meters
 TF1902_SLEEVE-DEPTH  : 12.1 meters
 TF1902
 TF1902  HISTORY     - Date     Condition        Report By
 TF1902  HISTORY     - 1982     MONUMENTED       NGS
 TF1902
 TF1902                          STATION DESCRIPTION
 TF1902
 TF1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1902'5.3 KM (3.3 MI) EAST FROM SURREY.
 TF1902'5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1902'ROAD 12 NORTH IN SURREY, SET AT A FARMHOUSE, IN LINE WITH THE
 TF1902'POWERLINE POLES, 56.6 METERS (186.0 FT) SOUTH-SOUTHWEST OF THE
 TF1902'SOUTHWEST CORNER OF THE HOUSE, 31.3 METERS (103.0 FT) NORTH OF THE
 TF1902'CENTERLINE OF THE HIGHWAY, 22.5 METERS (74.0 FT) WEST OF THE CENTER OF
 TF1902'A PRIVATE DRIVE, 1.5 METERS (5.0 FT) WEST OF A POWERLINE POLE.  NOTE,
 TF1902'ROD DRIVEN TO REFUSAL.
 TF1902'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 TF1902'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1609 ***********************************************************************
 TE1609  DESIGNATION -  A 474
 TE1609  PID         -  TE1609
 TE1609  STATE/COUNTY-  ND/BENSON
 TE1609  USGS QUAD   -  YORK (1980)
 TE1609
 TE1609                         *CURRENT SURVEY CONTROL
 TE1609  ___________________________________________________________________
 TE1609* NAD 83(1986)-  48 18 39.     (N)    099 34 22.     (W)     SCALED    
 TE1609* NAVD 88     -       485.740  (meters)    1593.63   (feet)  ADJUSTED  
 TE1609  ___________________________________________________________________
 TE1609  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TE1609  DYNAMIC HT  -         485.828 (meters)    1593.92  (feet)  COMP
 TE1609  MODELED GRAV-     980,778.2   (mgal)                       NAVD 88
 TE1609
 TE1609  VERT ORDER  -  FIRST     CLASS II
 TE1609
 TE1609.The horizontal coordinates were scaled from a topographic map and have
 TE1609.an estimated accuracy of +/- 6 seconds.
 TE1609
 TE1609.The orthometric height was determined by differential leveling
 TE1609.and adjusted by the National Geodetic Survey in June 1991..
 TE1609
 TE1609.The geoid height was determined by GEOID03.
 TE1609
 TE1609.The dynamic height is computed by dividing the NAVD 88
 TE1609.geopotential number by the normal gravity value computed on the
 TE1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1609.degrees latitude (g = 980.6199 gals.).
 TE1609
 TE1609.The modeled gravity was interpolated from observed gravity values.
 TE1609
 TE1609;                    North         East    Units  Estimated Accuracy
 TE1609;SPC ND N     -   146,160.      668,770.      MT  (+/- 180 meters Scaled)
 TE1609
 TE1609                          SUPERSEDED SURVEY CONTROL
 TE1609
 TE1609.No superseded survey control is available for this station.
 TE1609
 TE1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU575510(NAD 83)
 TE1609_MARKER: I = METAL ROD
 TE1609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1609_SP_SET: STAINLESS STEEL ROD
 TE1609_STAMPING: A 474 1982
 TE1609_MARK LOGO: NGS   
 TE1609_PROJECTION: FLUSH
 TE1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1609_ROD/PIPE-DEPTH: 8.5  meters
 TE1609
 TE1609  HISTORY     - Date     Condition        Report By
 TE1609  HISTORY     - 1982     MONUMENTED       NGS
 TE1609
 TE1609                          STATION DESCRIPTION
 TE1609
 TE1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1609'11.0 KM (6.85 MI) WEST FROM LEEDS.
 TE1609'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1609'TO THE LEEDS HIGH SCHOOL IN LEEDS, AT A GRAVEL ROAD LEADING NORTH TO
 TE1609'YORK, NEAR A CORNER FENCE POST, 0.4 METER (1.5 FT) WEST OF A WOODEN
 TE1609'FENCE CORNER POST, 10.6 METERS (35.0 FT) EAST OF THE CENTER OF A
 TE1609'GRAVEL ROAD, 15.8 METERS (52.0 FT) NORTH OF THE EAST END OF AN
 TE1609'ALUMINUM PIPE CULVERT, 38.1 METERS (125.0 FT) NORTH OF THE CENTERLINE
 TE1609'OF THE WESTBOUND LANE OF HIGHWAY, AND 44.5 METERS (146.0 FT) WEST OF
 TE1609'A RIGHT-OF-WAY MARKER.
 TE1609'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 TE1609'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1863 ***********************************************************************
 TF1863  DESIGNATION -  A 475
 TF1863  PID         -  TF1863
 TF1863  STATE/COUNTY-  ND/ROLETTE
 TF1863  USGS QUAD   -  FONDA (1955)
 TF1863
 TF1863                         *CURRENT SURVEY CONTROL
 TF1863  ___________________________________________________________________
 TF1863* NAD 83(1986)-  48 38 47.     (N)    100 02 12.     (W)     SCALED    
 TF1863* NAVD 88     -       477.496  (meters)    1566.58   (feet)  ADJUSTED  
 TF1863  ___________________________________________________________________
 TF1863  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF1863  DYNAMIC HT  -         477.611 (meters)    1566.96  (feet)  COMP
 TF1863  MODELED GRAV-     980,836.2   (mgal)                       NAVD 88
 TF1863
 TF1863  VERT ORDER  -  FIRST     CLASS II
 TF1863
 TF1863.The horizontal coordinates were scaled from a topographic map and have
 TF1863.an estimated accuracy of +/- 6 seconds.
 TF1863
 TF1863.The orthometric height was determined by differential leveling
 TF1863.and adjusted by the National Geodetic Survey in June 1991..
 TF1863
 TF1863.The geoid height was determined by GEOID03.
 TF1863
 TF1863.The dynamic height is computed by dividing the NAVD 88
 TF1863.geopotential number by the normal gravity value computed on the
 TF1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1863.degrees latitude (g = 980.6199 gals.).
 TF1863
 TF1863.The modeled gravity was interpolated from observed gravity values.
 TF1863
 TF1863;                    North         East    Units  Estimated Accuracy
 TF1863;SPC ND N     -   183,160.      634,140.      MT  (+/- 180 meters Scaled)
 TF1863
 TF1863                          SUPERSEDED SURVEY CONTROL
 TF1863
 TF1863.No superseded survey control is available for this station.
 TF1863
 TF1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU236886(NAD 83)
 TF1863_MARKER: I = METAL ROD
 TF1863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1863_SP_SET: STAINLESS STEEL ROD
 TF1863_STAMPING: A 475 1982
 TF1863_MARK LOGO: NGS   
 TF1863_PROJECTION: FLUSH
 TF1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1863_ROD/PIPE-DEPTH: 2.7  meters
 TF1863
 TF1863  HISTORY     - Date     Condition        Report By
 TF1863  HISTORY     - 1982     MONUMENTED       NGS
 TF1863
 TF1863                          STATION DESCRIPTION
 TF1863
 TF1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1863'18.4 KM (11.4 MI) SOUTH FROM DUNSEITH.
 TF1863'18.4 KM (11.45 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1863'STATE HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD,
 TF1863'25.3 METERS (83.0 FT) SOUTH OF THE CENTER OF A FIELD ROAD, 22.9 METERS
 TF1863'(75.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 METER
 TF1863'(2.0 FT) NORTH OF A RIGHT-OF-WAY MARKER.  NOTE, ROD WAS DRIVEN TO
 TF1863'REFUSAL.
 TF1863'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1863'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1954 ***********************************************************************
 TF1954  DESIGNATION -  A 476
 TF1954  PID         -  TF1954
 TF1954  STATE/COUNTY-  ND/PIERCE
 TF1954  USGS QUAD   -  TUNBRIDGE (1980)
 TF1954
 TF1954                         *CURRENT SURVEY CONTROL
 TF1954  ___________________________________________________________________
 TF1954* NAD 83(1986)-  48 21 21.     (N)    100 01 12.     (W)     SCALED    
 TF1954* NAVD 88     -       466.612  (meters)    1530.88   (feet)  ADJUSTED  
 TF1954  ___________________________________________________________________
 TF1954  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TF1954  DYNAMIC HT  -         466.705 (meters)    1531.18  (feet)  COMP
 TF1954  MODELED GRAV-     980,795.3   (mgal)                       NAVD 88
 TF1954
 TF1954  VERT ORDER  -  FIRST     CLASS II
 TF1954
 TF1954.The horizontal coordinates were scaled from a topographic map and have
 TF1954.an estimated accuracy of +/- 6 seconds.
 TF1954
 TF1954.The orthometric height was determined by differential leveling
 TF1954.and adjusted by the National Geodetic Survey in June 1991..
 TF1954
 TF1954.The geoid height was determined by GEOID03.
 TF1954
 TF1954.The dynamic height is computed by dividing the NAVD 88
 TF1954.geopotential number by the normal gravity value computed on the
 TF1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1954.degrees latitude (g = 980.6199 gals.).
 TF1954
 TF1954.The modeled gravity was interpolated from observed gravity values.
 TF1954
 TF1954;                    North         East    Units  Estimated Accuracy
 TF1954;SPC ND N     -   150,860.      635,570.      MT  (+/- 180 meters Scaled)
 TF1954
 TF1954                          SUPERSEDED SURVEY CONTROL
 TF1954
 TF1954.No superseded survey control is available for this station.
 TF1954
 TF1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU244563(NAD 83)
 TF1954_MARKER: I = METAL ROD
 TF1954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1954_SP_SET: STAINLESS STEEL ROD
 TF1954_STAMPING: A 476 1982
 TF1954_MARK LOGO: NGS   
 TF1954_PROJECTION: FLUSH
 TF1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TF1954+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 TF1954_ROD/PIPE-DEPTH: 9.7  meters
 TF1954
 TF1954  HISTORY     - Date     Condition        Report By
 TF1954  HISTORY     - 1982     MONUMENTED       NGS
 TF1954  HISTORY     - 20000912 GOOD             NDHD
 TF1954
 TF1954                          STATION DESCRIPTION
 TF1954
 TF1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1954'1.6 KM (1.0 MI) WEST FROM RUGBY.
 TF1954'1.6 KM (1.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1954'HIGHWAY 3 IN RUGBY, AT A SECTION LINE ROAD NEAR A POWER POLE WITH 8
 TF1954'GUY WIRES, 0.4 METER (1.5 FT) WEST OF A FENCE, 0.9 METER (3.0 FT)
 TF1954'SOUTH OF A POWER POLE WITH 8 GUY WIRES, 3.6 METERS (12.0 FT) NORTH OF
 TF1954'THE NORTHERNMOST GUY WIRE, ONE OF FOUR, 12.8 METERS (42.0 FT) EAST OF
 TF1954'THE CENTER OF A GRAVEL ROAD, 13.2 METERS (43.5 FT) NORTH-NORTHWEST OF
 TF1954'A WOVEN WIRE CORNER FENCE POST, 17.9 METERS (59.0 FT) NORTH OF THE
 TF1954'CENTER OF THE FRONTAGE ROAD, AND 42.9 METERS (141.0 FT) NORTH OF THE
 TF1954'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.
 TF1954'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1954'THE MARK IS 1.8 M BELOW HIGHWAY.
 TF1954
 TF1954                          STATION RECOVERY (2000)
 TF1954
 TF1954'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TF1954'STAMPED - 'A 476  1982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1162 ***********************************************************************
 SL1162  DESIGNATION -  A 477
 SL1162  PID         -  SL1162
 SL1162  STATE/COUNTY-  ND/GRAND FORKS
 SL1162  USGS QUAD   -  LARIMORE WEST (1963)
 SL1162
 SL1162                         *CURRENT SURVEY CONTROL
 SL1162  ___________________________________________________________________
 SL1162* NAD 83(1986)-  47 56 52.     (N)    097 38 40.     (W)     SCALED    
 SL1162* NAVD 88     -       341.812  (meters)    1121.43   (feet)  ADJUSTED  
 SL1162  ___________________________________________________________________
 SL1162  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 SL1162  DYNAMIC HT  -         341.870 (meters)    1121.62  (feet)  COMP
 SL1162  MODELED GRAV-     980,772.3   (mgal)                       NAVD 88
 SL1162
 SL1162  VERT ORDER  -  FIRST     CLASS II
 SL1162
 SL1162.The horizontal coordinates were scaled from a topographic map and have
 SL1162.an estimated accuracy of +/- 6 seconds.
 SL1162
 SL1162.The orthometric height was determined by differential leveling
 SL1162.and adjusted by the National Geodetic Survey in June 1991..
 SL1162
 SL1162.The geoid height was determined by GEOID03.
 SL1162
 SL1162.The dynamic height is computed by dividing the NAVD 88
 SL1162.geopotential number by the normal gravity value computed on the
 SL1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1162.degrees latitude (g = 980.6199 gals.).
 SL1162
 SL1162.The modeled gravity was interpolated from observed gravity values.
 SL1162
 SL1162;                    North         East    Units  Estimated Accuracy
 SL1162;SPC ND N     -   109,330.      813,250.      MT  (+/- 180 meters Scaled)
 SL1162
 SL1162                          SUPERSEDED SURVEY CONTROL
 SL1162
 SL1162.No superseded survey control is available for this station.
 SL1162
 SL1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU012113(NAD 83)
 SL1162_MARKER: I = METAL ROD
 SL1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1162_SP_SET: STAINLESS STEEL ROD
 SL1162_STAMPING: A 477 1982
 SL1162_MARK LOGO: NGS   
 SL1162_PROJECTION: FLUSH
 SL1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1162_ROD/PIPE-DEPTH: 14.0 meters
 SL1162
 SL1162  HISTORY     - Date     Condition        Report By
 SL1162  HISTORY     - 1982     MONUMENTED       NGS
 SL1162
 SL1162                          STATION DESCRIPTION
 SL1162
 SL1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1162'6.3 KM (3.95 MI) NW FROM LARIMORE.
 SL1162'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1162'COUNTY ROAD 4 IN LARIMORE, TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1162'1.6 KM (1.0 MI) WEST ALONG HIGHWAY 2 AND ABOUT 91.1 METERS (300.0 FT)
 SL1162'NORTHWEST OF A REST AREA SIGN, ALSO 9.1 METERS (30.0 FT) SOUTHEAST OF
 SL1162'THE NORTH END OF A NORTH-SOUTH SHELTER BELT (WINDBREAK), 59.2 METERS
 SL1162'(195.3 FT) EAST OF CENTER OF A FARM ACCESS ROAD, 30.4 METERS
 SL1162'(100.5 FT) NORTH OF THE CENTERLINE OF WESTBOUND LANE OF U.S. HIGHWAY
 SL1162'2, AND 0.6 METER (2.0 FT) EAST OF A TELEPHONE POLE.
 SL1162'THE MARK IS 0.47 METERS  W FROM A WITNESS POST.
 SL1162'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1558 ***********************************************************************
 TE1558  DESIGNATION -  A 478
 TE1558  PID         -  TE1558
 TE1558  STATE/COUNTY-  ND/RAMSEY
 TE1558  USGS QUAD   -  DOYON (1971)
 TE1558
 TE1558                         *CURRENT SURVEY CONTROL
 TE1558  ___________________________________________________________________
 TE1558* NAD 83(1986)-  48 03 01.     (N)    098 31 47.     (W)     SCALED    
 TE1558* NAVD 88     -       463.445  (meters)    1520.49   (feet)  ADJUSTED  
 TE1558  ___________________________________________________________________
 TE1558  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE1558  DYNAMIC HT  -         463.519 (meters)    1520.73  (feet)  COMP
 TE1558  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 TE1558
 TE1558  VERT ORDER  -  FIRST     CLASS II
 TE1558
 TE1558.The horizontal coordinates were scaled from a topographic map and have
 TE1558.an estimated accuracy of +/- 6 seconds.
 TE1558
 TE1558.The orthometric height was determined by differential leveling
 TE1558.and adjusted by the National Geodetic Survey in June 1991..
 TE1558
 TE1558.The geoid height was determined by GEOID03.
 TE1558
 TE1558.The dynamic height is computed by dividing the NAVD 88
 TE1558.geopotential number by the normal gravity value computed on the
 TE1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1558.degrees latitude (g = 980.6199 gals.).
 TE1558
 TE1558.The modeled gravity was interpolated from observed gravity values.
 TE1558
 TE1558;                    North         East    Units  Estimated Accuracy
 TE1558;SPC ND N     -   118,650.      746,860.      MT  (+/- 180 meters Scaled)
 TE1558
 TE1558                          SUPERSEDED SURVEY CONTROL
 TE1558
 TE1558.No superseded survey control is available for this station.
 TE1558
 TE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU350219(NAD 83)
 TE1558_MARKER: I = METAL ROD
 TE1558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1558_SP_SET: STAINLESS STEEL ROD
 TE1558_STAMPING: A 478 1982
 TE1558_MARK LOGO: NGS   
 TE1558_PROJECTION: FLUSH
 TE1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1558_ROD/PIPE-DEPTH: 9.2  meters
 TE1558
 TE1558  HISTORY     - Date     Condition        Report By
 TE1558  HISTORY     - 1982     MONUMENTED       NGS
 TE1558
 TE1558                          STATION DESCRIPTION
 TE1558
 TE1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1558'15.1 KM (9.35 MI) WEST FROM LAKOTA.
 TE1558'15.15 KM (9.35 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1558'COUNTY ROAD 1 IN LAKOTA, AT A GRAVEL ROAD CROSSING, 31.3 METERS
 TE1558'(104.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 TE1558'HIGHWAY, 31.0 METERS (102.2 FT) EAST OF THE CENTER OF A COUNTRY ROAD,
 TE1558'1.8 METERS (6.0 FT) WEST OF A RIGHT OF WAY MARKER, 1.2 METERS (4.5 FT)
 TE1558'EAST OF A BURIED TELEPHONE CABLE MARKER, AND 0.3 METER (1.0 FT) SOUTH
 TE1558'OF A WITNESS POST.
 TE1558'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1558'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1547 ***********************************************************************
 TE1547  DESIGNATION -  A 479
 TE1547  PID         -  TE1547
 TE1547  STATE/COUNTY-  ND/NELSON
 TE1547  USGS QUAD   -  MICHIGAN EAST (1971)
 TE1547
 TE1547                         *CURRENT SURVEY CONTROL
 TE1547  ___________________________________________________________________
 TE1547* NAD 83(1986)-  48 01 32.     (N)    098 07 29.     (W)     SCALED    
 TE1547* NAVD 88     -       463.044  (meters)    1519.17   (feet)  ADJUSTED  
 TE1547  ___________________________________________________________________
 TE1547  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE1547  DYNAMIC HT  -         463.123 (meters)    1519.43  (feet)  COMP
 TE1547  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 TE1547
 TE1547  VERT ORDER  -  FIRST     CLASS II
 TE1547
 TE1547.The horizontal coordinates were scaled from a topographic map and have
 TE1547.an estimated accuracy of +/- 6 seconds.
 TE1547
 TE1547.The orthometric height was determined by differential leveling
 TE1547.and adjusted by the National Geodetic Survey in June 1991..
 TE1547
 TE1547.The geoid height was determined by GEOID03.
 TE1547
 TE1547.The dynamic height is computed by dividing the NAVD 88
 TE1547.geopotential number by the normal gravity value computed on the
 TE1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1547.degrees latitude (g = 980.6199 gals.).
 TE1547
 TE1547.The modeled gravity was interpolated from observed gravity values.
 TE1547
 TE1547;                    North         East    Units  Estimated Accuracy
 TE1547;SPC ND N     -   116,750.      777,130.      MT  (+/- 180 meters Scaled)
 TE1547
 TE1547                          SUPERSEDED SURVEY CONTROL
 TE1547
 TE1547.No superseded survey control is available for this station.
 TE1547
 TE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU652195(NAD 83)
 TE1547_MARKER: I = METAL ROD
 TE1547_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1547_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1547_STAMPING: A 479 1982
 TE1547_MARK LOGO: NGS   
 TE1547_PROJECTION: RECESSED 3 CENTIMETERS
 TE1547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1547+STABILITY: POSITION/ELEVATION WELL
 TE1547_ROD/PIPE-DEPTH: 17.0 meters
 TE1547_SLEEVE-DEPTH  : 12.8 meters
 TE1547
 TE1547  HISTORY     - Date     Condition        Report By
 TE1547  HISTORY     - 1982     MONUMENTED       NGS
 TE1547
 TE1547                          STATION DESCRIPTION
 TE1547
 TE1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1547'IN MICHIGAN.
 TE1547'IN MICHIGAN, IN THE SOUTH LAWN BY THE FLAGPOLE AT THE MICHIGAN
 TE1547'CITY PUBLIC SCHOOL, 13.1 METERS (43.0 FT) NORTH OF THE NORTH CURB OF
 TE1547'SECOND STREET, 29.2 METERS (96.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 TE1547'OF THE SCHOOL BUILDING, 20.9 METERS (68.5 FT) SOUTHWEST OF BENCH MARK
 TE1547'C 264, 12.6 METERS (41.5 FT) EAST SOUTHEAST OF THE SOUTHERNMOST
 TE1547'SOUTHEAST CORNER OF THE BUILDING, 13.4 METERS (44.0 FT) NORTHEAST OF A
 TE1547'POWER POLE WITH A TRANSFORMER AND LIGHT, 9.9 METERS (32.5 FT)
 TE1547'SOUTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN ENTRANCE TO THE
 TE1547'SCHOOL, AND 1.1 METERS (3.5 FT) EAST OF THE FLAGPOLE.
 TE1547'THE MARK IS 0.15 M ABOVE SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0501 ***********************************************************************
 SL0501  DESIGNATION -  A 48
 SL0501  PID         -  SL0501
 SL0501  STATE/COUNTY-  ND/TRAILL
 SL0501  USGS QUAD   -  HILLSBORO (1984)
 SL0501
 SL0501                         *CURRENT SURVEY CONTROL
 SL0501  ___________________________________________________________________
 SL0501* NAD 83(1986)-  47 22 55.     (N)    097 03 22.     (W)     SCALED    
 SL0501* NAVD 88     -       275.182  (meters)     902.83   (feet)  ADJUSTED  
 SL0501  ___________________________________________________________________
 SL0501  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 SL0501  DYNAMIC HT  -         275.221 (meters)     902.95  (feet)  COMP
 SL0501  MODELED GRAV-     980,744.9   (mgal)                       NAVD 88
 SL0501
 SL0501  VERT ORDER  -  SECOND    CLASS 0
 SL0501
 SL0501.The horizontal coordinates were scaled from a topographic map and have
 SL0501.an estimated accuracy of +/- 6 seconds.
 SL0501
 SL0501.The orthometric height was determined by differential leveling
 SL0501.and adjusted by the National Geodetic Survey in June 1991..
 SL0501
 SL0501.The geoid height was determined by GEOID03.
 SL0501
 SL0501.The dynamic height is computed by dividing the NAVD 88
 SL0501.geopotential number by the normal gravity value computed on the
 SL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0501.degrees latitude (g = 980.6199 gals.).
 SL0501
 SL0501.The modeled gravity was interpolated from observed gravity values.
 SL0501
 SL0501;                    North         East    Units  Estimated Accuracy
 SL0501;SPC ND N     -    48,280.      859,970.      MT  (+/- 180 meters Scaled)
 SL0501
 SL0501                          SUPERSEDED SURVEY CONTROL
 SL0501
 SL0501  NGVD 29 (??/??/92)  274.851  (m)          901.74   (f) ADJ UNCH    2 0
 SL0501
 SL0501.Superseded values are not recommended for survey control.
 SL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0501.See file dsdata.txt to determine how the superseded data were derived.
 SL0501
 SL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT467494(NAD 83)
 SL0501_MARKER: DB = BENCH MARK DISK
 SL0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0501_STAMPING: A 48 1934
 SL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0501+STABILITY: SURFACE MOTION
 SL0501
 SL0501  HISTORY     - Date     Condition        Report By
 SL0501  HISTORY     - 1934     MONUMENTED       CGS
 SL0501  HISTORY     - 1964     GOOD             NGS
 SL0501
 SL0501                          STATION DESCRIPTION
 SL0501
 SL0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0501'1.4 MI S FROM HILLSBORO.
 SL0501'1.4 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY AND U.S. HIGHWAY 81
 SL0501'FROM THE STATION AT HILLSBORO, IN S 8, T 145 N, R 50 W, 6 POLES SOUTH
 SL0501'OF MILEPOST 61, 56 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 91
 SL0501'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 48 FEET EAST OF
 SL0501'THE CENTER LINE OF A DIRT ROAD PARALLELING THE TRACK ON THE WEST SIDE,
 SL0501'6 FEET SOUTH OF A TELEGRAPH POLE, 1.0 FOOT NORTH OF A METAL WITNESS
 SL0501'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 SL0501'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1649 ***********************************************************************
 TE1649  DESIGNATION -  A 480
 TE1649  PID         -  TE1649
 TE1649  STATE/COUNTY-  ND/BENSON
 TE1649  USGS QUAD   -  MINNEWAUKAN EAST (1994)
 TE1649
 TE1649                         *CURRENT SURVEY CONTROL
 TE1649  ___________________________________________________________________
 TE1649* NAD 83(1986)-  48 02 13.     (N)    099 13 36.     (W)     SCALED    
 TE1649* NAVD 88     -       440.530  (meters)    1445.31   (feet)  ADJUSTED  
 TE1649  ___________________________________________________________________
 TE1649  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 TE1649  DYNAMIC HT  -         440.596 (meters)    1445.52  (feet)  COMP
 TE1649  MODELED GRAV-     980,747.0   (mgal)                       NAVD 88
 TE1649
 TE1649  VERT ORDER  -  FIRST     CLASS II
 TE1649
 TE1649.The horizontal coordinates were scaled from a topographic map and have
 TE1649.an estimated accuracy of +/- 6 seconds.
 TE1649
 TE1649.The orthometric height was determined by differential leveling
 TE1649.and adjusted by the National Geodetic Survey in June 1991..
 TE1649
 TE1649.The geoid height was determined by GEOID03.
 TE1649
 TE1649.The dynamic height is computed by dividing the NAVD 88
 TE1649.geopotential number by the normal gravity value computed on the
 TE1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1649.degrees latitude (g = 980.6199 gals.).
 TE1649
 TE1649.The modeled gravity was interpolated from observed gravity values.
 TE1649
 TE1649;                    North         East    Units  Estimated Accuracy
 TE1649;SPC ND N     -   116,070.      694,950.      MT  (+/- 180 meters Scaled)
 TE1649
 TE1649                          SUPERSEDED SURVEY CONTROL
 TE1649
 TE1649  NGVD 29 (04/23/90)  440.160  (m)         1444.09   (f) ADJUSTED    1 2
 TE1649
 TE1649.Superseded values are not recommended for survey control.
 TE1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1649.See file dsdata.txt to determine how the superseded data were derived.
 TE1649
 TE1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU831204(NAD 83)
 TE1649_MARKER: I = METAL ROD
 TE1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1649_SP_SET: STAINLESS STEEL ROD
 TE1649_STAMPING: A 480 1982
 TE1649_MARK LOGO: NGS   
 TE1649_PROJECTION: FLUSH
 TE1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1649_ROD/PIPE-DEPTH: 7.31 meters
 TE1649
 TE1649  HISTORY     - Date     Condition        Report By
 TE1649  HISTORY     - 1982     MONUMENTED       NGS
 TE1649
 TE1649                          STATION DESCRIPTION
 TE1649
 TE1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1649'3.6 KM (2.25 MI) SOUTH FROM MINNEWAUKAN.
 TE1649'3.6 KM (2.25 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TE1649'STATE ROUTE 19 WEST IN MINNEWAUKAN, AT AN EASTBOUND COUNTRY ROAD AND
 TE1649'AT A FENCE LINE CORNER, 33.8 METERS (111.0 FT) EAST-NORTHEAST OF THE
 TE1649'CENTERLINE OF THE HIGHWAY, 15.8 METERS (52.0 FT) NORTH OF THE CENTER
 TE1649'OF THE COUNTRY ROAD, 9.7 METERS (32.0 FT) EAST-NORTHEAST OF THE CENTER
 TE1649'OF AN ACCESS ROAD, AND 1.8 METERS (6.0 FT) EAST OF A CORNER FENCE
 TE1649'POST.
 TE1649'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1649'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1004 ***********************************************************************
 SM1004  DESIGNATION -  A 481
 SM1004  PID         -  SM1004
 SM1004  STATE/COUNTY-  ND/EDDY
 SM1004  USGS QUAD   -  SHEYENNE (1986)
 SM1004
 SM1004                         *CURRENT SURVEY CONTROL
 SM1004  ___________________________________________________________________
 SM1004* NAD 83(1986)-  47 46 12.     (N)    099 07 26.     (W)     SCALED    
 SM1004* NAVD 88     -       491.393  (meters)    1612.18   (feet)  ADJUSTED  
 SM1004  ___________________________________________________________________
 SM1004  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1004  DYNAMIC HT  -         491.451 (meters)    1612.37  (feet)  COMP
 SM1004  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SM1004
 SM1004  VERT ORDER  -  FIRST     CLASS II
 SM1004
 SM1004.The horizontal coordinates were scaled from a topographic map and have
 SM1004.an estimated accuracy of +/- 6 seconds.
 SM1004
 SM1004.The orthometric height was determined by differential leveling
 SM1004.and adjusted by the National Geodetic Survey in June 1991..
 SM1004
 SM1004.The geoid height was determined by GEOID03.
 SM1004
 SM1004.The dynamic height is computed by dividing the NAVD 88
 SM1004.geopotential number by the normal gravity value computed on the
 SM1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1004.degrees latitude (g = 980.6199 gals.).
 SM1004
 SM1004.The modeled gravity was interpolated from observed gravity values.
 SM1004
 SM1004;                    North         East    Units  Estimated Accuracy
 SM1004;SPC ND N     -    86,530.      703,140.      MT  (+/- 180 meters Scaled)
 SM1004
 SM1004                          SUPERSEDED SURVEY CONTROL
 SM1004
 SM1004  NGVD 29 (04/23/90)  491.001  (m)         1610.89   (f) ADJUSTED    1 2
 SM1004
 SM1004.Superseded values are not recommended for survey control.
 SM1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1004.See file dsdata.txt to determine how the superseded data were derived.
 SM1004
 SM1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT907907(NAD 83)
 SM1004_MARKER: I = METAL ROD
 SM1004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1004_SP_SET: STAINLESS STEEL ROD
 SM1004_STAMPING: A 481 1982
 SM1004_MARK LOGO: NGS   
 SM1004_PROJECTION: FLUSH
 SM1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1004_ROD/PIPE-DEPTH: 3.6  meters
 SM1004
 SM1004  HISTORY     - Date     Condition        Report By
 SM1004  HISTORY     - 1982     MONUMENTED       NGS
 SM1004
 SM1004                          STATION DESCRIPTION
 SM1004
 SM1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1004'6.5 KM (4.05 MI) SOUTH FROM SHEYENNE.
 SM1004'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM1004'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 6.4 KM (4.0 MI)
 SM1004'SOUTH ALONG U.S. HIGHWAY 281 TO A RAILROAD ACCESS ROAD AND THE MARK,
 SM1004'BETWEEN RAILROAD TRACKS AND THE HIGHWAY, ALSO, 0.2 KM (0.1 MI) SOUTH
 SM1004'OF RAILROAD MILE MARKER 65, 17.7 METERS (58.0 FT) SOUTHEAST OF THE
 SM1004'SOUTHEAST RAIL OF TRACKS, 11.0 METERS (36.0 FT) NORTHEAST OF THE
 SM1004'CENTER OF THE ACCESS ROAD, AND 0.9 METER (3.0 FT) SOUTHWEST OF A
 SM1004'TELEPHONE POLE.
 SM1004'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SM1004'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1029 ***********************************************************************
 SM1029  DESIGNATION -  A 482
 SM1029  PID         -  SM1029
 SM1029  STATE/COUNTY-  ND/FOSTER
 SM1029  USGS QUAD   -  CARRINGTON EAST (1986)
 SM1029
 SM1029                         *CURRENT SURVEY CONTROL
 SM1029  ___________________________________________________________________
 SM1029* NAD 83(1986)-  47 23 59.     (N)    099 05 15.     (W)     SCALED    
 SM1029* NAVD 88     -       485.800  (meters)    1593.83   (feet)  ADJUSTED  
 SM1029  ___________________________________________________________________
 SM1029  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SM1029  DYNAMIC HT  -         485.847 (meters)    1593.98  (feet)  COMP
 SM1029  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 SM1029
 SM1029  VERT ORDER  -  FIRST     CLASS II
 SM1029
 SM1029.The horizontal coordinates were scaled from a topographic map and have
 SM1029.an estimated accuracy of +/- 6 seconds.
 SM1029
 SM1029.The orthometric height was determined by differential leveling
 SM1029.and adjusted by the National Geodetic Survey in June 1991..
 SM1029
 SM1029.The geoid height was determined by GEOID03.
 SM1029
 SM1029.The dynamic height is computed by dividing the NAVD 88
 SM1029.geopotential number by the normal gravity value computed on the
 SM1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1029.degrees latitude (g = 980.6199 gals.).
 SM1029
 SM1029.The modeled gravity was interpolated from observed gravity values.
 SM1029
 SM1029;                    North         East    Units  Estimated Accuracy
 SM1029;SPC ND N     -    45,420.      706,620.      MT  (+/- 180 meters Scaled)
 SM1029
 SM1029                          SUPERSEDED SURVEY CONTROL
 SM1029
 SM1029  NGVD 29 (04/23/90)  485.423  (m)         1592.59   (f) ADJUSTED    1 2
 SM1029
 SM1029.Superseded values are not recommended for survey control.
 SM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1029.See file dsdata.txt to determine how the superseded data were derived.
 SM1029
 SM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT933495(NAD 83)
 SM1029_MARKER: I = METAL ROD
 SM1029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1029_SP_SET: STAINLESS STEEL ROD
 SM1029_STAMPING: A 482 1982
 SM1029_MARK LOGO: NGS   
 SM1029_PROJECTION: FLUSH
 SM1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1029_ROD/PIPE-DEPTH: 6.4  meters
 SM1029
 SM1029  HISTORY     - Date     Condition        Report By
 SM1029  HISTORY     - 1982     MONUMENTED       NGS
 SM1029
 SM1029                          STATION DESCRIPTION
 SM1029
 SM1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1029'6.8 KM (4.25 MI) SE FROM CARRINGTON.
 SM1029'6.8 KM (4.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1029'STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON, AT A
 SM1029'CROSSROAD, 76.20 METERS (250.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 SM1029'THE HIGHWAY, 19.20 METERS (63.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 SM1029'OF THE BLACKTOP ROAD, 13.72 METERS (45.0 FT) SOUTHEAST OF A CONCRETE
 SM1029'RIGHT-OF-WAY MARKER, 1.22 METERS (4.0 FT) NORTH-NORTHWEST OF A BRACED
 SM1029'CORNER FENCE POST, AND 0.46 METERS (1.5 FT) WEST-NORTHWEST OF A FENCE.
 SM1029'NOTE, ROD WAS DRIVEN TO REFUSAL.
 SM1029'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 SM1029'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1033 ***********************************************************************
 SM1033  DESIGNATION -  A 483
 SM1033  PID         -  SM1033
 SM1033  STATE/COUNTY-  ND/FOSTER
 SM1033  USGS QUAD   -  MELVILLE (1986)
 SM1033
 SM1033                         *CURRENT SURVEY CONTROL
 SM1033  ___________________________________________________________________
 SM1033* NAD 83(1986)-  47 20 23.     (N)    099 01 31.     (W)     SCALED    
 SM1033* NAVD 88     -       490.092  (meters)    1607.91   (feet)  ADJUSTED  
 SM1033  ___________________________________________________________________
 SM1033  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SM1033  DYNAMIC HT  -         490.136 (meters)    1608.05  (feet)  COMP
 SM1033  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SM1033
 SM1033  VERT ORDER  -  FIRST     CLASS II
 SM1033
 SM1033.The horizontal coordinates were scaled from a topographic map and have
 SM1033.an estimated accuracy of +/- 6 seconds.
 SM1033
 SM1033.The orthometric height was determined by differential leveling
 SM1033.and adjusted by the National Geodetic Survey in June 1991..
 SM1033
 SM1033.The geoid height was determined by GEOID03.
 SM1033
 SM1033.The dynamic height is computed by dividing the NAVD 88
 SM1033.geopotential number by the normal gravity value computed on the
 SM1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1033.degrees latitude (g = 980.6199 gals.).
 SM1033
 SM1033.The modeled gravity was interpolated from observed gravity values.
 SM1033
 SM1033;                    North         East    Units  Estimated Accuracy
 SM1033;SPC ND N     -    38,840.      711,440.      MT  (+/- 180 meters Scaled)
 SM1033
 SM1033                          SUPERSEDED SURVEY CONTROL
 SM1033
 SM1033  NGVD 29 (04/23/90)  489.710  (m)         1606.66   (f) ADJUSTED    1 2
 SM1033
 SM1033.Superseded values are not recommended for survey control.
 SM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1033.See file dsdata.txt to determine how the superseded data were derived.
 SM1033
 SM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT980429(NAD 83)
 SM1033_MARKER: I = METAL ROD
 SM1033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1033_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1033_STAMPING: A 483 1982
 SM1033_MARK LOGO: NGS   
 SM1033_PROJECTION: RECESSED 3 CENTIMETERS
 SM1033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SM1033+STABILITY: POSITION/ELEVATION WELL
 SM1033_ROD/PIPE-DEPTH: 15.8 meters
 SM1033_SLEEVE-DEPTH  : 10.6 meters
 SM1033
 SM1033  HISTORY     - Date     Condition        Report By
 SM1033  HISTORY     - 1982     MONUMENTED       NGS
 SM1033
 SM1033                          STATION DESCRIPTION
 SM1033
 SM1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1033'15.2 KM (9.45 MI) SE FROM CARRINGTON.
 SM1033'14.2 KM (8.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1033'OF STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON,
 SM1033'THENCE 0.8 KM (0.5 MI) EAST ALONG A GRAVEL ROAD TO A GRAVEL CROSSROAD,
 SM1033'THENCE 0.2 KM (0.1 MI) SOUTH ALONG A GRAVEL ROAD TO THE MAIN ENTRANCE
 SM1033'TO THE MELVILLE CEMETERY, ON TOP OF THE HILL AND NEAR A FLAG POLE IN
 SM1033'THE CEMETERY, ALSO, ABOUT 0.6 KM (0.4 MI) NORTHEAST OF THE SMALL
 SM1033'COMMUNITY OF MELVILLE, 51.66 METERS (169.5 FT) WEST OF THE CENTER OF A
 SM1033'METAL GATE ON THE EAST SIDE OF THE CEMETERY, 29.87 METERS (98.0 FT)
 SM1033'SOUTHWEST OF A HAND PUMP FOR A WATER WELL, 21.03 METERS (69.0 FT)
 SM1033'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE TOMBSTONE WITH THE
 SM1033'NAME WILSON, 12.80 METERS (42.0 FT) WEST OF THE NORTHWEST CORNER OF A
 SM1033'TOMBSTONE WITH THE NAME JOHN M. GUILD, 11.73 METERS (38.5 FT)
 SM1033'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TOMBSTONE WITH THE NAMES
 SM1033'HELEN E. AND JOHN H. MEHRING, 2.13 METERS (7.0 FT) WEST OF THE FLAG
 SM1033'POLE.
 SM1033'THE MARK IS 3.0 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0461 ***********************************************************************
 RQ0461  DESIGNATION -  A 484
 RQ0461  PID         -  RQ0461
 RQ0461  STATE/COUNTY-  ND/STUTSMAN
 RQ0461  USGS QUAD   -  MEDINA (1975)
 RQ0461
 RQ0461                         *CURRENT SURVEY CONTROL
 RQ0461  ___________________________________________________________________
 RQ0461* NAD 83(1986)-  46 52 42.     (N)    099 17 38.     (W)     SCALED    
 RQ0461* NAVD 88     -       581.548  (meters)    1907.96   (feet)  ADJUSTED  
 RQ0461  ___________________________________________________________________
 RQ0461  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 RQ0461  DYNAMIC HT  -         581.573 (meters)    1908.04  (feet)  COMP
 RQ0461  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 RQ0461
 RQ0461  VERT ORDER  -  FIRST     CLASS II
 RQ0461
 RQ0461.The horizontal coordinates were scaled from a topographic map and have
 RQ0461.an estimated accuracy of +/- 6 seconds.
 RQ0461
 RQ0461.The orthometric height was determined by differential leveling
 RQ0461.and adjusted by the National Geodetic Survey in June 1991..
 RQ0461
 RQ0461.The geoid height was determined by GEOID03.
 RQ0461
 RQ0461.The dynamic height is computed by dividing the NAVD 88
 RQ0461.geopotential number by the normal gravity value computed on the
 RQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0461.degrees latitude (g = 980.6199 gals.).
 RQ0461
 RQ0461.The modeled gravity was interpolated from observed gravity values.
 RQ0461
 RQ0461;                    North         East    Units  Estimated Accuracy
 RQ0461;SPC ND S     -   135,390.      691,930.      MT  (+/- 180 meters Scaled)
 RQ0461
 RQ0461                          SUPERSEDED SURVEY CONTROL
 RQ0461
 RQ0461.No superseded survey control is available for this station.
 RQ0461
 RQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS776916(NAD 83)
 RQ0461_MARKER: I = METAL ROD
 RQ0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0461_SP_SET: STAINLESS STEEL ROD
 RQ0461_STAMPING: A 484 1982
 RQ0461_MARK LOGO: NGS   
 RQ0461_PROJECTION: FLUSH
 RQ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0461_ROD/PIPE-DEPTH: 6.7  meters
 RQ0461
 RQ0461  HISTORY     - Date     Condition        Report By
 RQ0461  HISTORY     - 1982     MONUMENTED       NGS
 RQ0461
 RQ0461                          STATION DESCRIPTION
 RQ0461
 RQ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0461'2.4 KM (1.5 MI) SOUTH FROM MEDINA.
 RQ0461'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0461'BURLINGTON NORTHERN RAILROAD IN MEDINA TO THE JUNCTION OF INTERSTATE
 RQ0461'HIGHWAY 94, THENCE 0.4 KM (0.25 MI) EAST ALONG HIGHWAY 94 TO THE MARK
 RQ0461'ON TOP OF A HILL NEAR 3 BRACED RIGHT OF WAY FENCE POST, 0.46 METERS
 RQ0461'(1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE, 0.61 METERS (2.0 FT)
 RQ0461'SOUTHEAST OF THE MIDDLE ONE OF 3 BRACED FENCE POST, 2.44 METERS
 RQ0461'(8.0 FT) WEST OF THE EASTERNMOST ONE OF THE 3 BRACED POST,
 RQ0461'48.46 METERS (159.0 FT) WEST-NORTHWEST OF THE NORTH LEG OF THE
 RQ0461'INTERSTATE SIGN FOR MEDINA, AND 49.07 METERS (161.0 FT) NORTH OF THE
 RQ0461'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.  NOTE, ROD DRIVEN TO
 RQ0461'REFUSAL.
 RQ0461'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0461'THE MARK IS 2.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0638 ***********************************************************************
 RR0638  DESIGNATION -  A 485
 RR0638  PID         -  RR0638
 RR0638  STATE/COUNTY-  ND/KIDDER
 RR0638  USGS QUAD   -  LAKE GENEVA (1975)
 RR0638
 RR0638                         *CURRENT SURVEY CONTROL
 RR0638  ___________________________________________________________________
 RR0638* NAD 83(1986)-  46 51 53.     (N)    100 02 07.     (W)     SCALED    
 RR0638* NAVD 88     -       554.806  (meters)    1820.23   (feet)  ADJUSTED  
 RR0638  ___________________________________________________________________
 RR0638  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RR0638  DYNAMIC HT  -         554.817 (meters)    1820.26  (feet)  COMP
 RR0638  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 RR0638
 RR0638  VERT ORDER  -  FIRST     CLASS II
 RR0638
 RR0638.The horizontal coordinates were scaled from a topographic map and have
 RR0638.an estimated accuracy of +/- 6 seconds.
 RR0638
 RR0638.The orthometric height was determined by differential leveling
 RR0638.and adjusted by the National Geodetic Survey in June 1991..
 RR0638
 RR0638.The geoid height was determined by GEOID03.
 RR0638
 RR0638.The dynamic height is computed by dividing the NAVD 88
 RR0638.geopotential number by the normal gravity value computed on the
 RR0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0638.degrees latitude (g = 980.6199 gals.).
 RR0638
 RR0638.The modeled gravity was interpolated from observed gravity values.
 RR0638
 RR0638;                    North         East    Units  Estimated Accuracy
 RR0638;SPC ND S     -   133,280.      635,430.      MT  (+/- 180 meters Scaled)
 RR0638
 RR0638                          SUPERSEDED SURVEY CONTROL
 RR0638
 RR0638.No superseded survey control is available for this station.
 RR0638
 RR0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS210906(NAD 83)
 RR0638_MARKER: DB = BENCH MARK DISK
 RR0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0638_SP_SET: CONCRETE PIER
 RR0638_STAMPING: A 485 1982
 RR0638_MARK LOGO: NGS   
 RR0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0638
 RR0638  HISTORY     - Date     Condition        Report By
 RR0638  HISTORY     - 1982     MONUMENTED       NGS
 RR0638
 RR0638                          STATION DESCRIPTION
 RR0638
 RR0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0638'9.2 KM (5.75 MI) WEST FROM STEELE.
 RR0638'9.2 KM (5.75 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RR0638'STATE HIGHWAY 3 IN STEELE, SET VERTICALLY IN THE NORTH FACE OF THE
 RR0638'NORTHEAST PIER OF THE OVERPASS LEADING TO LONG LAKE, ALSO 10.55 KM
 RR0638'(6.55 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM DRISCOLL, 20.8 METERS
 RR0638'(68.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RR0638'INTERSTATE, AND 8.3 METERS (27.5 FT) WEST OF THE EAST END OF THE NORTH
 RR0638'GUARD RAIL.
 RR0638'THE MARK IS 1.2 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0478 ***********************************************************************
 RQ0478  DESIGNATION -  A 486
 RQ0478  PID         -  RQ0478
 RQ0478  STATE/COUNTY-  ND/KIDDER
 RQ0478  USGS QUAD   -  TAPPEN NORTH (1975)
 RQ0478
 RQ0478                         *CURRENT SURVEY CONTROL
 RQ0478  ___________________________________________________________________
 RQ0478* NAD 83(1986)-  46 52 52.     (N)    099 38 14.     (W)     SCALED    
 RQ0478* NAVD 88     -       540.415  (meters)    1773.01   (feet)  ADJUSTED  
 RQ0478  ___________________________________________________________________
 RQ0478  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 RQ0478  DYNAMIC HT  -         540.435 (meters)    1773.08  (feet)  COMP
 RQ0478  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 RQ0478
 RQ0478  VERT ORDER  -  FIRST     CLASS II
 RQ0478
 RQ0478.The horizontal coordinates were scaled from a topographic map and have
 RQ0478.an estimated accuracy of +/- 6 seconds.
 RQ0478
 RQ0478.The orthometric height was determined by differential leveling
 RQ0478.and adjusted by the National Geodetic Survey in June 1991..
 RQ0478
 RQ0478.The geoid height was determined by GEOID03.
 RQ0478
 RQ0478.The dynamic height is computed by dividing the NAVD 88
 RQ0478.geopotential number by the normal gravity value computed on the
 RQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0478.degrees latitude (g = 980.6199 gals.).
 RQ0478
 RQ0478.The modeled gravity was interpolated from observed gravity values.
 RQ0478
 RQ0478;                    North         East    Units  Estimated Accuracy
 RQ0478;SPC ND S     -   135,360.      665,760.      MT  (+/- 180 meters Scaled)
 RQ0478
 RQ0478                          SUPERSEDED SURVEY CONTROL
 RQ0478
 RQ0478.No superseded survey control is available for this station.
 RQ0478
 RQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS514921(NAD 83)
 RQ0478_MARKER: DB = BENCH MARK DISK
 RQ0478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0478_SP_SET: CONCRETE PIER
 RQ0478_STAMPING: A 486 1982
 RQ0478_MARK LOGO: NGS   
 RQ0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0478
 RQ0478  HISTORY     - Date     Condition        Report By
 RQ0478  HISTORY     - 1982     MONUMENTED       NGS
 RQ0478
 RQ0478                          STATION DESCRIPTION
 RQ0478
 RQ0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0478'0.7 KM (0.45 MI) NORTH FROM TAPPEN.
 RQ0478'0.7 KM (0.45 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0478'NORTHERN PACIFIC RAILROAD IN TAPPEN TO THE INTERSECTION OF INTERSTATE
 RQ0478'HIGHWAY 94 AND THE MARK SET VERTICALLY IN THE NORTH FACE OF THE EAST
 RQ0478'PIER OF THE 2 NORTHERNMOST PIERS OF THE INTERSTATE HIGHWAY BRIDGE,
 RQ0478'8.3 METERS (27.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 RQ0478'THE INTERSTATE, AND 1.6 METERS (5.5 FT) NORTH OF A METAL GUARD RAIL.
 RQ0478'THE MARK IS 1.2 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0546 ***********************************************************************
 RR0546  DESIGNATION -  A 487
 RR0546  PID         -  RR0546
 RR0546  STATE/COUNTY-  ND/BURLEIGH
 RR0546  USGS QUAD   -  BISMARCK (1976)
 RR0546
 RR0546                         *CURRENT SURVEY CONTROL
 RR0546  ___________________________________________________________________
 RR0546* NAD 83(1986)-  46 49 53.     (N)    100 46 22.     (W)     SCALED    
 RR0546* NAVD 88     -       560.130  (meters)    1837.69   (feet)  ADJUSTED  
 RR0546  ___________________________________________________________________
 RR0546  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0546  DYNAMIC HT  -         560.139 (meters)    1837.72  (feet)  COMP
 RR0546  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 RR0546
 RR0546  VERT ORDER  -  FIRST     CLASS II
 RR0546
 RR0546.The horizontal coordinates were scaled from a topographic map and have
 RR0546.an estimated accuracy of +/- 6 seconds.
 RR0546
 RR0546.The orthometric height was determined by differential leveling
 RR0546.and adjusted by the National Geodetic Survey in June 1991..
 RR0546
 RR0546.The geoid height was determined by GEOID03.
 RR0546
 RR0546.The dynamic height is computed by dividing the NAVD 88
 RR0546.geopotential number by the normal gravity value computed on the
 RR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0546.degrees latitude (g = 980.6199 gals.).
 RR0546
 RR0546.The modeled gravity was interpolated from observed gravity values.
 RR0546
 RR0546;                    North         East    Units  Estimated Accuracy
 RR0546;SPC ND S     -   129,500.      579,190.      MT  (+/- 180 meters Scaled)
 RR0546
 RR0546                          SUPERSEDED SURVEY CONTROL
 RR0546
 RR0546.No superseded survey control is available for this station.
 RR0546
 RR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS648879(NAD 83)
 RR0546_MARKER: DB = BENCH MARK DISK
 RR0546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0546_SP_SET: PIER
 RR0546_STAMPING: A 487 1982
 RR0546_MARK LOGO: NGS   
 RR0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0546+STABILITY: POSITION/ELEVATION WELL
 RR0546
 RR0546  HISTORY     - Date     Condition        Report By
 RR0546  HISTORY     - 1982     MONUMENTED       NGS
 RR0546  HISTORY     - 1982     GOOD             NGS
 RR0546  HISTORY     - 1982     GOOD             NGS
 RR0546
 RR0546                          STATION DESCRIPTION
 RR0546
 RR0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0546'IN BISMARCK.
 RR0546'IN BISMARCK, AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND U. S.
 RR0546'HIGHWAY 83, SET VERTICALLY IN THE SOUTH FACE OF THE MOST EASTERLY ONE
 RR0546'OF TEN PIERS OF THE U. S. HIGHWAY 83 OVERPASS OF INTERSTATE HIGHWAY 94
 RR0546'(EXIT 36) AND 8.2 METERS (26.9 FT) NORTH OF THE CENTERLINE OF THE WEST
 RR0546'BOUND LANES OF THE HIGHWAY.
 RR0546'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 RR0546
 RR0546                          STATION RECOVERY (1982)
 RR0546
 RR0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0546'RECOVERED IN GOOD CONDITION.
 RR0546
 RR0546                          STATION RECOVERY (1982)
 RR0546
 RR0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1461 ***********************************************************************
 SN1461  DESIGNATION -  A 488
 SN1461  PID         -  SN1461
 SN1461  STATE/COUNTY-  ND/BURLEIGH
 SN1461  USGS QUAD   -  WILTON (1966)
 SN1461
 SN1461                         *CURRENT SURVEY CONTROL
 SN1461  ___________________________________________________________________
 SN1461* NAD 83(1986)-  47 07 41.     (N)    100 47 30.     (W)     SCALED    
 SN1461* NAVD 88     -       651.423  (meters)    2137.21   (feet)  ADJUSTED  
 SN1461  ___________________________________________________________________
 SN1461  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 SN1461  DYNAMIC HT  -         651.436 (meters)    2137.25  (feet)  COMP
 SN1461  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 SN1461
 SN1461  VERT ORDER  -  FIRST     CLASS II
 SN1461
 SN1461.The horizontal coordinates were scaled from a topographic map and have
 SN1461.an estimated accuracy of +/- 6 seconds.
 SN1461
 SN1461.The orthometric height was determined by differential leveling
 SN1461.and adjusted by the National Geodetic Survey in June 1991..
 SN1461
 SN1461.The geoid height was determined by GEOID03.
 SN1461
 SN1461.The dynamic height is computed by dividing the NAVD 88
 SN1461.geopotential number by the normal gravity value computed on the
 SN1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1461.degrees latitude (g = 980.6199 gals.).
 SN1461
 SN1461.The modeled gravity was interpolated from observed gravity values.
 SN1461
 SN1461;                    North         East    Units  Estimated Accuracy
 SN1461;SPC ND S     -   162,490.      577,870.      MT  (+/- 180 meters Scaled)
 SN1461
 SN1461                          SUPERSEDED SURVEY CONTROL
 SN1461
 SN1461.No superseded survey control is available for this station.
 SN1461
 SN1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT641209(NAD 83)
 SN1461_MARKER: I = METAL ROD
 SN1461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1461_SP_SET: STAINLESS STEEL ROD
 SN1461_STAMPING: A 488 1982
 SN1461_MARK LOGO: NGS   
 SN1461_PROJECTION: FLUSH
 SN1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1461_ROD/PIPE-DEPTH: 10.4 meters
 SN1461
 SN1461  HISTORY     - Date     Condition        Report By
 SN1461  HISTORY     - 1982     MONUMENTED       NGS
 SN1461
 SN1461                          STATION DESCRIPTION
 SN1461
 SN1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1461'3.3 KM (2.05 MI) SOUTH FROM WILTON.
 SN1461'3.3 KM (2.05 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN1461'WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.6 KM (0.35 MI)
 SN1461'SOUTH OF MILEPOST 110, 50.9 METERS (167.0 FT) EAST OF THE CENTERLINE
 SN1461'OF THE NORTH BOUND LANES OF THE HIGHWAY, 12.6 METERS (41.3 FT) NORTH
 SN1461'OF A PRIVATE DRIVEWAY LEADING EAST AND 1.5 METERS (4.9 FT) SOUTH OF A
 SN1461'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SN1461'CAP.
 SN1461'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 SN1461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0557 ***********************************************************************
 RR0557  DESIGNATION -  A 489
 RR0557  PID         -  RR0557
 RR0557  STATE/COUNTY-  ND/MORTON
 RR0557  USGS QUAD   -  MANDAN (1976)
 RR0557
 RR0557                         *CURRENT SURVEY CONTROL
 RR0557  ___________________________________________________________________
 RR0557* NAD 83(1986)-  46 49 28.     (N)    100 54 39.     (W)     SCALED    
 RR0557* NAVD 88     -       506.202  (meters)    1660.76   (feet)  ADJUSTED  
 RR0557  ___________________________________________________________________
 RR0557  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RR0557  DYNAMIC HT  -         506.209 (meters)    1660.79  (feet)  COMP
 RR0557  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 RR0557
 RR0557  VERT ORDER  -  FIRST     CLASS II
 RR0557
 RR0557.The horizontal coordinates were scaled from a topographic map and have
 RR0557.an estimated accuracy of +/- 6 seconds.
 RR0557
 RR0557.The orthometric height was determined by differential leveling
 RR0557.and adjusted by the National Geodetic Survey in June 1991..
 RR0557
 RR0557.The geoid height was determined by GEOID03.
 RR0557
 RR0557.The dynamic height is computed by dividing the NAVD 88
 RR0557.geopotential number by the normal gravity value computed on the
 RR0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0557.degrees latitude (g = 980.6199 gals.).
 RR0557
 RR0557.The modeled gravity was interpolated from observed gravity values.
 RR0557
 RR0557;                    North         East    Units  Estimated Accuracy
 RR0557;SPC ND S     -   128,780.      568,650.      MT  (+/- 180 meters Scaled)
 RR0557
 RR0557                          SUPERSEDED SURVEY CONTROL
 RR0557
 RR0557.No superseded survey control is available for this station.
 RR0557
 RR0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS542874(NAD 83)
 RR0557_MARKER: DB = BENCH MARK DISK
 RR0557_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0557_SP_SET: ABUTMENT
 RR0557_STAMPING: A 489 1982
 RR0557_MARK LOGO: NGS   
 RR0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0557+STABILITY: POSITION/ELEVATION WELL
 RR0557
 RR0557  HISTORY     - Date     Condition        Report By
 RR0557  HISTORY     - 1982     MONUMENTED       NGS
 RR0557
 RR0557                          STATION DESCRIPTION
 RR0557
 RR0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0557'0.7 KM (0.45 MI) WEST FROM MANDAN.
 RR0557'0.7 KM (0.45 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0557'WITH STATE HIGHWAY 6 IN MANDAN, IN TOP OF AND 1.2 METERS (3.9 FT)
 RR0557'SOUTH OF THE NORTH END OF THE MOST WESTERLY 1 OF 2 CONCRETE BRIDGE
 RR0557'ABUTMENTS AT THE EAST END OF A HIGHWAY BRIDGE OVER THE HEART RIVER,
 RR0557'6.9 METERS (22.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 6.9
 RR0557'METERS (22.6 FT) WEST OF THE EAST END OF THE BRIDGE.
 RR0557'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0452 ***********************************************************************
 SL0452  DESIGNATION -  A 49
 SL0452  PID         -  SL0452
 SL0452  STATE/COUNTY-  ND/GRAND FORKS
 SL0452  USGS QUAD   -  THOMPSON (1971)
 SL0452
 SL0452                         *CURRENT SURVEY CONTROL
 SL0452  ___________________________________________________________________
 SL0452* NAD 83(1986)-  47 50 46.     (N)    097 06 37.     (W)     SCALED    
 SL0452* NAVD 88     -       258.760  (meters)     848.95   (feet)  ADJUSTED  
 SL0452  ___________________________________________________________________
 SL0452  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 SL0452  DYNAMIC HT  -         258.805 (meters)     849.10  (feet)  COMP
 SL0452  MODELED GRAV-     980,779.9   (mgal)                       NAVD 88
 SL0452
 SL0452  VERT ORDER  -  SECOND    CLASS 0
 SL0452
 SL0452.The horizontal coordinates were scaled from a topographic map and have
 SL0452.an estimated accuracy of +/- 6 seconds.
 SL0452
 SL0452.The orthometric height was determined by differential leveling
 SL0452.and adjusted by the National Geodetic Survey in June 1991..
 SL0452
 SL0452.The geoid height was determined by GEOID03.
 SL0452
 SL0452.The dynamic height is computed by dividing the NAVD 88
 SL0452.geopotential number by the normal gravity value computed on the
 SL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0452.degrees latitude (g = 980.6199 gals.).
 SL0452
 SL0452.The modeled gravity was interpolated from observed gravity values.
 SL0452
 SL0452;                    North         East    Units  Estimated Accuracy
 SL0452;SPC ND N     -    99,650.      853,620.      MT  (+/- 180 meters Scaled)
 SL0452
 SL0452                          SUPERSEDED SURVEY CONTROL
 SL0452
 SL0452  NGVD 29 (??/??/92)  258.424  (m)          847.85   (f) ADJ UNCH    2 0
 SL0452
 SL0452.Superseded values are not recommended for survey control.
 SL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0452.See file dsdata.txt to determine how the superseded data were derived.
 SL0452
 SL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU413009(NAD 83)
 SL0452_MARKER: DB = BENCH MARK DISK
 SL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0452_STAMPING: A-49 1934
 SL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0452+STABILITY: SURFACE MOTION
 SL0452
 SL0452  HISTORY     - Date     Condition        Report By
 SL0452  HISTORY     - 1934     MONUMENTED       CGS
 SL0452
 SL0452                          STATION DESCRIPTION
 SL0452
 SL0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0452'IN MERRIFIELD.
 SL0452'ALONG GREAT NORTHERN RAILROAD AT FIRST POLE NORTH OF PUBLIC CROSSING,
 SL0452'1 POLE SOUTH OF MILEPOST NO. 93 AND 4 POLES SOUTH OF DEPOT.  SET IN
 SL0452'POST 2 FEET BELOW RAIL LEVEL, 10 FEET NORTH OF POLE, 60 FEET WEST OF
 SL0452'CENTER LINE OF TRACK AND 75 FEET NORTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0590 ***********************************************************************
 RR0590  DESIGNATION -  A 490
 RR0590  PID         -  RR0590
 RR0590  STATE/COUNTY-  ND/MORTON
 RR0590  USGS QUAD   -  NEW SALEM (1980)
 RR0590
 RR0590                         *CURRENT SURVEY CONTROL
 RR0590  ___________________________________________________________________
 RR0590* NAD 83(1986)-  46 50 51.     (N)    101 28 27.     (W)     SCALED    
 RR0590* NAVD 88     -       653.976  (meters)    2145.59   (feet)  ADJUSTED  
 RR0590  ___________________________________________________________________
 RR0590  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 RR0590  DYNAMIC HT  -         653.981 (meters)    2145.60  (feet)  COMP
 RR0590  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RR0590
 RR0590  VERT ORDER  -  FIRST     CLASS II
 RR0590
 RR0590.The horizontal coordinates were scaled from a topographic map and have
 RR0590.an estimated accuracy of +/- 6 seconds.
 RR0590
 RR0590.The orthometric height was determined by differential leveling
 RR0590.and adjusted by the National Geodetic Survey in June 1991..
 RR0590
 RR0590.The geoid height was determined by GEOID03.
 RR0590
 RR0590.The dynamic height is computed by dividing the NAVD 88
 RR0590.geopotential number by the normal gravity value computed on the
 RR0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0590.degrees latitude (g = 980.6199 gals.).
 RR0590
 RR0590.The modeled gravity was interpolated from observed gravity values.
 RR0590
 RR0590;                    North         East    Units  Estimated Accuracy
 RR0590;SPC ND S     -   131,720.      525,710.      MT  (+/- 180 meters Scaled)
 RR0590
 RR0590                          SUPERSEDED SURVEY CONTROL
 RR0590
 RR0590.No superseded survey control is available for this station.
 RR0590
 RR0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS113911(NAD 83)
 RR0590_MARKER: I = METAL ROD
 RR0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0590_SP_SET: STAINLESS STEEL ROD
 RR0590_STAMPING: A 490 1982
 RR0590_MARK LOGO: NGS   
 RR0590_PROJECTION: FLUSH
 RR0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0590_ROD/PIPE-DEPTH: 5.5  meters
 RR0590
 RR0590  HISTORY     - Date     Condition        Report By
 RR0590  HISTORY     - 1982     MONUMENTED       NGS
 RR0590
 RR0590                          STATION DESCRIPTION
 RR0590
 RR0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0590'4.4 KM (2.75 MI) WEST FROM NEW SALEM.
 RR0590'4.4 KM (2.75 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0590'STATE HIGHWAY 31 IN NEW SALEM, 20.0 METERS (65.6 FT) NORTH OF THE
 RR0590'CENTERLINE OF THE ROAD, 16.9 METERS (55.4 FT) WEST OF THE CENTER OF A
 RR0590'PRIVATE DRIVEWAY LEADING NORTH AND 0.8 METER (2.6 FT) WEST OF A FENCE
 RR0590'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0590'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0590'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0622 ***********************************************************************
 RR0622  DESIGNATION -  A 491
 RR0622  PID         -  RR0622
 RR0622  STATE/COUNTY-  ND/MORTON
 RR0622  USGS QUAD   -  GLEN ULLIN NW (1970)
 RR0622
 RR0622                         *CURRENT SURVEY CONTROL
 RR0622  ___________________________________________________________________
 RR0622* NAD 83(1986)-  46 53 27.     (N)    101 59 38.     (W)     SCALED    
 RR0622* NAVD 88     -       657.582  (meters)    2157.42   (feet)  ADJUSTED  
 RR0622  ___________________________________________________________________
 RR0622  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 RR0622  DYNAMIC HT  -         657.579 (meters)    2157.41  (feet)  COMP
 RR0622  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RR0622
 RR0622  VERT ORDER  -  FIRST     CLASS II
 RR0622
 RR0622.The horizontal coordinates were scaled from a topographic map and have
 RR0622.an estimated accuracy of +/- 6 seconds.
 RR0622
 RR0622.The orthometric height was determined by differential leveling
 RR0622.and adjusted by the National Geodetic Survey in June 1991..
 RR0622
 RR0622.The geoid height was determined by GEOID03.
 RR0622
 RR0622.The dynamic height is computed by dividing the NAVD 88
 RR0622.geopotential number by the normal gravity value computed on the
 RR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0622.degrees latitude (g = 980.6199 gals.).
 RR0622
 RR0622.The modeled gravity was interpolated from observed gravity values.
 RR0622
 RR0622;                    North         East    Units  Estimated Accuracy
 RR0622;SPC ND S     -   137,160.      486,160.      MT  (+/- 180 meters Scaled)
 RR0622
 RR0622                          SUPERSEDED SURVEY CONTROL
 RR0622
 RR0622.No superseded survey control is available for this station.
 RR0622
 RR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS719973(NAD 83)
 RR0622_MARKER: I = METAL ROD
 RR0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0622_SP_SET: STAINLESS STEEL ROD
 RR0622_STAMPING: A 491 1982
 RR0622_MARK LOGO: NGS   
 RR0622_PROJECTION: FLUSH
 RR0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0622_ROD/PIPE-DEPTH: 23.2 meters
 RR0622
 RR0622  HISTORY     - Date     Condition        Report By
 RR0622  HISTORY     - 1982     MONUMENTED       NGS
 RR0622
 RR0622                          STATION DESCRIPTION
 RR0622
 RR0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0622'15.9 KM (9.9 MI) WEST FROM GLEN ULLIN.
 RR0622'15.9 KM (9.9 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0622'NORTHERN RAILROAD STATION IN GLEN ULLIN, 0.1 KM (0.05 MI) NORTHWEST OF
 RR0622'THE JUNCTION OF COUNTY ROAD 89 LEADING SOUTH, 22.5 METERS (73.8 FT)
 RR0622'SOUTHWEST OF THE CENTERLINE OF THE ROAD AND 1.1 METERS (3.6 FT)
 RR0622'SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 RR0622'THROUGH A 5-INCH LOGO CAP.
 RR0622'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 RR0622'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0289 ***********************************************************************
 RS0289  DESIGNATION -  A 492
 RS0289  PID         -  RS0289
 RS0289  STATE/COUNTY-  ND/STARK
 RS0289  USGS QUAD   -  GLADSTONE (1973)
 RS0289
 RS0289                         *CURRENT SURVEY CONTROL
 RS0289  ___________________________________________________________________
 RS0289* NAD 83(1986)-  46 52 23.     (N)    102 32 01.     (W)     SCALED    
 RS0289* NAVD 88     -       732.218  (meters)    2402.29   (feet)  ADJUSTED  
 RS0289  ___________________________________________________________________
 RS0289  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 RS0289  DYNAMIC HT  -         732.220 (meters)    2402.29  (feet)  COMP
 RS0289  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RS0289
 RS0289  VERT ORDER  -  FIRST     CLASS II
 RS0289
 RS0289.The horizontal coordinates were scaled from a topographic map and have
 RS0289.an estimated accuracy of +/- 6 seconds.
 RS0289
 RS0289.The orthometric height was determined by differential leveling
 RS0289.and adjusted by the National Geodetic Survey in June 1991..
 RS0289
 RS0289.The geoid height was determined by GEOID03.
 RS0289
 RS0289.The dynamic height is computed by dividing the NAVD 88
 RS0289.geopotential number by the normal gravity value computed on the
 RS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0289.degrees latitude (g = 980.6199 gals.).
 RS0289
 RS0289.The modeled gravity was interpolated from observed gravity values.
 RS0289
 RS0289;                    North         East    Units  Estimated Accuracy
 RS0289;SPC ND S     -   136,110.      444,990.      MT  (+/- 180 meters Scaled)
 RS0289
 RS0289                          SUPERSEDED SURVEY CONTROL
 RS0289
 RS0289.No superseded survey control is available for this station.
 RS0289
 RS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM879940(NAD 83)
 RS0289_MARKER: I = METAL ROD
 RS0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0289_SP_SET: STAINLESS STEEL ROD
 RS0289_STAMPING: A 492 1982
 RS0289_MARK LOGO: NGS   
 RS0289_PROJECTION: FLUSH
 RS0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0289_ROD/PIPE-DEPTH: 6.1  meters
 RS0289
 RS0289  HISTORY     - Date     Condition        Report By
 RS0289  HISTORY     - 1982     MONUMENTED       NGS
 RS0289
 RS0289                          STATION DESCRIPTION
 RS0289
 RS0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0289'19.8 KM (12.3 MI) EAST FROM DICKINSON.
 RS0289'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0289'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE
 RS0289'15.8 KM (9.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 68.9 METERS
 RS0289'(226.0 FT) NORTHEAST OF MILEPOST 74, 52.4 METERS (171.9 FT) EAST OF A
 RS0289'FENCE CORNER AND 47.5 METERS (155.8 FT) NORTH OF THE CENTERLINE OF THE
 RS0289'WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0289'THROUGH A 5-INCH LOGO CAP.
 RS0289'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0289'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0337 ***********************************************************************
 RS0337  DESIGNATION -  A 493
 RS0337  PID         -  RS0337
 RS0337  STATE/COUNTY-  ND/BILLINGS
 RS0337  USGS QUAD   -  MEDORA (1970)
 RS0337
 RS0337                         *CURRENT SURVEY CONTROL
 RS0337  ___________________________________________________________________
 RS0337* NAD 83(1986)-  46 54 39.     (N)    103 30 32.     (W)     SCALED    
 RS0337* NAVD 88     -       717.288  (meters)    2353.30   (feet)  ADJUSTED  
 RS0337  ___________________________________________________________________
 RS0337  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 RS0337  DYNAMIC HT  -         717.291 (meters)    2353.31  (feet)  COMP
 RS0337  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 RS0337
 RS0337  VERT ORDER  -  FIRST     CLASS II
 RS0337
 RS0337.The horizontal coordinates were scaled from a topographic map and have
 RS0337.an estimated accuracy of +/- 6 seconds.
 RS0337
 RS0337.The orthometric height was determined by differential leveling
 RS0337.and adjusted by the National Geodetic Survey in June 1991..
 RS0337
 RS0337.The geoid height was determined by GEOID03.
 RS0337
 RS0337.The dynamic height is computed by dividing the NAVD 88
 RS0337.geopotential number by the normal gravity value computed on the
 RS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0337.degrees latitude (g = 980.6199 gals.).
 RS0337
 RS0337.The modeled gravity was interpolated from observed gravity values.
 RS0337
 RS0337;                    North         East    Units  Estimated Accuracy
 RS0337;SPC ND S     -   142,690.      370,850.      MT  (+/- 180 meters Scaled)
 RS0337
 RS0337                          SUPERSEDED SURVEY CONTROL
 RS0337
 RS0337.No superseded survey control is available for this station.
 RS0337
 RS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM135963(NAD 83)
 RS0337_MARKER: I = METAL ROD
 RS0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0337_SP_SET: STAINLESS STEEL ROD
 RS0337_STAMPING: A 493 1982
 RS0337_MARK LOGO: NGS   
 RS0337_PROJECTION: FLUSH
 RS0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0337_ROD/PIPE-DEPTH: 4.0  meters
 RS0337
 RS0337  HISTORY     - Date     Condition        Report By
 RS0337  HISTORY     - 1982     MONUMENTED       NGS
 RS0337
 RS0337                          STATION DESCRIPTION
 RS0337
 RS0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0337'25.5 KM (15.85 MI) WEST FROM BELFIELD.
 RS0337'24.2 KM (15.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0337'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, THENCE 1.3 KM (0.8 MI)
 RS0337'WESTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS, 0.6 KM (0.35 MI)
 RS0337'SOUTHWEST OF MILEPOST 903, 46.0 METERS (150.9 FT) SOUTHEAST OF THE
 RS0337'CENTERLINE OF THE HIGHWAY AND 5.6 METERS (18.4 FT) NORTHEAST OF THE
 RS0337'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RS0337'A 5-INCH LOGO CAP.
 RS0337'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 RS0337'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0332 ***********************************************************************
 RS0332  DESIGNATION -  A 494
 RS0332  PID         -  RS0332
 RS0332  STATE/COUNTY-  ND/BILLINGS
 RS0332  USGS QUAD   -  FRYBURG NW (1981)
 RS0332
 RS0332                         *CURRENT SURVEY CONTROL
 RS0332  ___________________________________________________________________
 RS0332* NAD 83(1986)-  46 54 05.     (N)    103 24 55.     (W)     SCALED    
 RS0332* NAVD 88     -       833.139  (meters)    2733.39   (feet)  ADJUSTED  
 RS0332  ___________________________________________________________________
 RS0332  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 RS0332  DYNAMIC HT  -         833.131 (meters)    2733.36  (feet)  COMP
 RS0332  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 RS0332
 RS0332  VERT ORDER  -  FIRST     CLASS II
 RS0332
 RS0332.The horizontal coordinates were scaled from a topographic map and have
 RS0332.an estimated accuracy of +/- 6 seconds.
 RS0332
 RS0332.The orthometric height was determined by differential leveling
 RS0332.and adjusted by the National Geodetic Survey in June 1991..
 RS0332
 RS0332.The geoid height was determined by GEOID03.
 RS0332
 RS0332.The dynamic height is computed by dividing the NAVD 88
 RS0332.geopotential number by the normal gravity value computed on the
 RS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0332.degrees latitude (g = 980.6199 gals.).
 RS0332
 RS0332.The modeled gravity was interpolated from observed gravity values.
 RS0332
 RS0332;                    North         East    Units  Estimated Accuracy
 RS0332;SPC ND S     -   141,370.      377,930.      MT  (+/- 180 meters Scaled)
 RS0332
 RS0332                          SUPERSEDED SURVEY CONTROL
 RS0332
 RS0332.No superseded survey control is available for this station.
 RS0332
 RS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM207954(NAD 83)
 RS0332_MARKER: I = METAL ROD
 RS0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0332_SP_SET: STAINLESS STEEL ROD
 RS0332_STAMPING: A 494 1982
 RS0332_MARK LOGO: NGS   
 RS0332_PROJECTION: FLUSH
 RS0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0332_ROD/PIPE-DEPTH: 9.4  meters
 RS0332
 RS0332  HISTORY     - Date     Condition        Report By
 RS0332  HISTORY     - 1982     MONUMENTED       NGS
 RS0332
 RS0332                          STATION DESCRIPTION
 RS0332
 RS0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0332'17.9 KM (11.1 MI) WEST FROM BELFIELD.
 RS0332'17.9 KM (11.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0332'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.3 KM (0.2 MI) EAST OF
 RS0332'MILEPOST 31, 83.8 METERS (274.9 FT) NORTH OF THE CENTERLINE OF THE
 RS0332'WEST BOUND LANES OF THE HIGHWAY AND 76.2 METERS (250.0 FT) NORTH OF
 RS0332'THE EAST END OF A GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0332'THROUGH A 5-INCH LOGO CAP.
 RS0332'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0407 ***********************************************************************
 RT0407  DESIGNATION -  A 495
 RT0407  PID         -  RT0407
 RT0407  STATE/COUNTY-  ND/GOLDEN VALLEY
 RT0407  USGS QUAD   -  BEACH WEST (1982)
 RT0407
 RT0407                         *CURRENT SURVEY CONTROL
 RT0407  ___________________________________________________________________
 RT0407* NAD 83(1986)-  46 55 56.     (N)    104 01 28.     (W)     SCALED    
 RT0407* NAVD 88     -       870.255  (meters)    2855.16   (feet)  ADJUSTED  
 RT0407  ___________________________________________________________________
 RT0407  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0407  DYNAMIC HT  -         870.243 (meters)    2855.12  (feet)  COMP
 RT0407  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 RT0407
 RT0407  VERT ORDER  -  FIRST     CLASS II
 RT0407
 RT0407.The horizontal coordinates were scaled from a topographic map and have
 RT0407.an estimated accuracy of +/- 6 seconds.
 RT0407
 RT0407.The orthometric height was determined by differential leveling
 RT0407.and adjusted by the National Geodetic Survey in June 1991..
 RT0407
 RT0407.The geoid height was determined by GEOID03.
 RT0407
 RT0407.The dynamic height is computed by dividing the NAVD 88
 RT0407.geopotential number by the normal gravity value computed on the
 RT0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0407.degrees latitude (g = 980.6199 gals.).
 RT0407
 RT0407.The modeled gravity was interpolated from observed gravity values.
 RT0407
 RT0407;                    North         East    Units  Estimated Accuracy
 RT0407;SPC ND S     -   146,700.      331,710.      MT  (+/- 180 meters Scaled)
 RT0407
 RT0407                          SUPERSEDED SURVEY CONTROL
 RT0407
 RT0407.No superseded survey control is available for this station.
 RT0407
 RT0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM742980(NAD 83)
 RT0407_MARKER: I = METAL ROD
 RT0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0407_SP_SET: STAINLESS STEEL ROD
 RT0407_STAMPING: A 495 1982
 RT0407_MARK LOGO: NGS   
 RT0407_PROJECTION: FLUSH
 RT0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0407_ROD/PIPE-DEPTH: 7.9  meters
 RT0407
 RT0407  HISTORY     - Date     Condition        Report By
 RT0407  HISTORY     - 1982     MONUMENTED       NGS
 RT0407
 RT0407                          STATION DESCRIPTION
 RT0407
 RT0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RT0407'57.2 KM (35.55 MI) EAST FROM GLENDIVE MT.
 RT0407'57.2 KM (35.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RT0407'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 RT0407'NORTHEAST EDGE OF GLENDIVE, 38.6 METERS (126.6 FT) NORTH OF THE
 RT0407'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 28.5 METERS (93.5
 RT0407'FT) NORTHWEST OF A HIGHWAY INFORMATION SIGN (EXIT 25 MPH), 22.1 METERS
 RT0407'(72.5 FT) NORTH OF THE CENTER OF AN ENTRANCE TO A WEIGH STATION AND
 RT0407'0.5 METER (1.6 FT) SOUTH OF A RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE
 RT0407'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RT0407'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RT0407'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0506 ***********************************************************************
 RQ0506  DESIGNATION -  A 496
 RQ0506  PID         -  RQ0506
 RQ0506  STATE/COUNTY-  ND/STUTSMAN
 RQ0506  USGS QUAD   -  BLOOM (1975)
 RQ0506
 RQ0506                         *CURRENT SURVEY CONTROL
 RQ0506  ___________________________________________________________________
 RQ0506* NAD 83(1986)-  46 53 30.     (N)    098 32 46.     (W)     SCALED    
 RQ0506* NAVD 88     -       450.415  (meters)    1477.74   (feet)  ADJUSTED  
 RQ0506  ___________________________________________________________________
 RQ0506  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 RQ0506  DYNAMIC HT  -         450.432 (meters)    1477.79  (feet)  COMP
 RQ0506  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RQ0506
 RQ0506  VERT ORDER  -  FIRST     CLASS II
 RQ0506
 RQ0506.The horizontal coordinates were scaled from a topographic map and have
 RQ0506.an estimated accuracy of +/- 6 seconds.
 RQ0506
 RQ0506.The orthometric height was determined by differential leveling
 RQ0506.and adjusted by the National Geodetic Survey in June 1991..
 RQ0506
 RQ0506.The geoid height was determined by GEOID03.
 RQ0506
 RQ0506.The dynamic height is computed by dividing the NAVD 88
 RQ0506.geopotential number by the normal gravity value computed on the
 RQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0506.degrees latitude (g = 980.6199 gals.).
 RQ0506
 RQ0506.The modeled gravity was interpolated from observed gravity values.
 RQ0506
 RQ0506;                    North         East    Units  Estimated Accuracy
 RQ0506;SPC ND S     -   138,020.      748,880.      MT  (+/- 180 meters Scaled)
 RQ0506
 RQ0506                          SUPERSEDED SURVEY CONTROL
 RQ0506
 RQ0506.No superseded survey control is available for this station.
 RQ0506
 RQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS345932(NAD 83)
 RQ0506_MARKER: I = METAL ROD
 RQ0506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0506_SP_SET: STAINLESS STEEL ROD
 RQ0506_STAMPING: A 496 1982
 RQ0506_MARK LOGO: NGS   
 RQ0506_PROJECTION: FLUSH
 RQ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0506_ROD/PIPE-DEPTH: 9.8  meters
 RQ0506
 RQ0506  HISTORY     - Date     Condition        Report By
 RQ0506  HISTORY     - 1982     MONUMENTED       NGS
 RQ0506
 RQ0506                          STATION DESCRIPTION
 RQ0506
 RQ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0506'4.8 KM (3.0 MI) WEST FROM SPIRITWOOD.
 RQ0506'4.8 KM (3.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0506'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0506'SPIRITWOOD, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE, 37.80 METERS
 RQ0506'(124.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RQ0506'41.76 METERS (137.0 FT) NORTH OF THE SOUTHERNMOST CORNER FENCE POST IN
 RQ0506'THE JOG IN THE FENCE, 3.66 METERS (12.0 FT) SOUTH OF THE NORTHERNMOST
 RQ0506'CORNER FENCE POST WITH SUPPORT IN THE FENCE, AND 0.30 METERS (1.0 FT)
 RQ0506'WEST OF THE FENCE.
 RQ0506'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 RQ0506'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0631 ***********************************************************************
 RP0631  DESIGNATION -  A 497
 RP0631  PID         -  RP0631
 RP0631  STATE/COUNTY-  ND/BARNES
 RP0631  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0631
 RP0631                         *CURRENT SURVEY CONTROL
 RP0631  ___________________________________________________________________
 RP0631* NAD 83(1986)-  46 55 20.     (N)    097 58 26.     (W)     SCALED    
 RP0631* NAVD 88     -       383.041  (meters)    1256.69   (feet)  ADJUSTED  
 RP0631  ___________________________________________________________________
 RP0631  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RP0631  DYNAMIC HT  -         383.073 (meters)    1256.80  (feet)  COMP
 RP0631  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 RP0631
 RP0631  VERT ORDER  -  FIRST     CLASS II
 RP0631
 RP0631.The horizontal coordinates were scaled from a topographic map and have
 RP0631.an estimated accuracy of +/- 6 seconds.
 RP0631
 RP0631.The orthometric height was determined by differential leveling
 RP0631.and adjusted by the National Geodetic Survey in June 1991..
 RP0631
 RP0631.The geoid height was determined by GEOID03.
 RP0631
 RP0631.The dynamic height is computed by dividing the NAVD 88
 RP0631.geopotential number by the normal gravity value computed on the
 RP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0631.degrees latitude (g = 980.6199 gals.).
 RP0631
 RP0631.The modeled gravity was interpolated from observed gravity values.
 RP0631
 RP0631;                    North         East    Units  Estimated Accuracy
 RP0631;SPC ND S     -   142,660.      792,360.      MT  (+/- 180 meters Scaled)
 RP0631
 RP0631                          SUPERSEDED SURVEY CONTROL
 RP0631
 RP0631.No superseded survey control is available for this station.
 RP0631
 RP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS781970(NAD 83)
 RP0631_MARKER: I = METAL ROD
 RP0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0631_SP_SET: STAINLESS STEEL ROD
 RP0631_STAMPING: A 497 1982
 RP0631_MARK LOGO: NGS   
 RP0631_PROJECTION: FLUSH
 RP0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0631_ROD/PIPE-DEPTH: 8.2  meters
 RP0631
 RP0631  HISTORY     - Date     Condition        Report By
 RP0631  HISTORY     - 1982     MONUMENTED       NGS
 RP0631
 RP0631                          STATION DESCRIPTION
 RP0631
 RP0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0631'2.3 KM (1.45 MI) EAST FROM VALLEY CITY.
 RP0631'0.2 KM (0.15 MI) SOUTH ALONG 2ND AVENUE NORTHEAST FROM THE POST
 RP0631'OFFICE LOCATED AT 3RD STREET NORTHEAST AND 2ND AVENUE NORTHEAST IN
 RP0631'VALLEY CITY, THENCE 2.1 KM (1.3 MI) EAST ALONG MAIN STREET (I-94
 RP0631'BUSINESS LOOP) TO THE MARK, AT A WOOD FRAME BUILDING USED AS A BIKE
 RP0631'SHOP, 59.74 METERS (196.0 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 RP0631'46.94 METERS (154.0 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 RP0631'10.82 METERS (35.5 FT) EAST OF A POWERLINE POLE WITH A LIGHT ATTACHED,
 RP0631'6.10 METERS (20.0 FT) WEST OF A PRIVATE DRIVEWAY, AND 1.37 METERS
 RP0631'(4.5 FT) NORTH OF THE NORTHEAST CORNER OF THE WOODEN BUILDING.  NOTE,
 RP0631'THE ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0509 ***********************************************************************
 RQ0509  DESIGNATION -  A 498
 RQ0509  PID         -  RQ0509
 RQ0509  STATE/COUNTY-  ND/STUTSMAN
 RQ0509  USGS QUAD   -  SPIRITWOOD (1970)
 RQ0509
 RQ0509                         *CURRENT SURVEY CONTROL
 RQ0509  ___________________________________________________________________
 RQ0509* NAD 83(1986)-  46 53 33.     (N)    098 28 52.     (W)     SCALED    
 RQ0509* NAVD 88     -       453.488  (meters)    1487.82   (feet)  ADJUSTED  
 RQ0509  ___________________________________________________________________
 RQ0509  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 RQ0509  DYNAMIC HT  -         453.505 (meters)    1487.87  (feet)  COMP
 RQ0509  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 RQ0509
 RQ0509  VERT ORDER  -  FIRST     CLASS II
 RQ0509
 RQ0509.The horizontal coordinates were scaled from a topographic map and have
 RQ0509.an estimated accuracy of +/- 6 seconds.
 RQ0509
 RQ0509.The orthometric height was determined by differential leveling
 RQ0509.and adjusted by the National Geodetic Survey in June 1991..
 RQ0509
 RQ0509.The geoid height was determined by GEOID03.
 RQ0509
 RQ0509.The dynamic height is computed by dividing the NAVD 88
 RQ0509.geopotential number by the normal gravity value computed on the
 RQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0509.degrees latitude (g = 980.6199 gals.).
 RQ0509
 RQ0509.The modeled gravity was interpolated from observed gravity values.
 RQ0509
 RQ0509;                    North         East    Units  Estimated Accuracy
 RQ0509;SPC ND S     -   138,240.      753,830.      MT  (+/- 180 meters Scaled)
 RQ0509
 RQ0509                          SUPERSEDED SURVEY CONTROL
 RQ0509
 RQ0509.No superseded survey control is available for this station.
 RQ0509
 RQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS395933(NAD 83)
 RQ0509_MARKER: I = METAL ROD
 RQ0509_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0509_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0509_STAMPING: A 498 1982
 RQ0509_MARK LOGO: NGS   
 RQ0509_PROJECTION: FLUSH
 RQ0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0509+STABILITY: POSITION/ELEVATION WELL
 RQ0509_ROD/PIPE-DEPTH: 15.8 meters
 RQ0509_SLEEVE-DEPTH  : 9.1 meters
 RQ0509
 RQ0509  HISTORY     - Date     Condition        Report By
 RQ0509  HISTORY     - 1982     MONUMENTED       NGS
 RQ0509
 RQ0509                          STATION DESCRIPTION
 RQ0509
 RQ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0509'4.8 KM (3.0 MI) SOUTH FROM SPIRITWOOD.
 RQ0509'SET IN THE EAST MEDIAN STRIP OF INTERSTATE HIGHWAY 94 AT THE COUNTY
 RQ0509'ROAD 62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL
 RQ0509'TOWN OF SPIRITWOOD, 17.98 METERS (59.0 FT) EAST OF THE CENTERLINE OF
 RQ0509'COUNTY ROAD 62, 11.58 METERS (38.0 FT) NORTH OF THE CENTERLINE OF
 RQ0509'INTERSTATE HIGHWAY 94 EASTBOUND, 11.28 METERS (37.0 FT) SOUTH OF THE
 RQ0509'CENTERLINE OF INTERSTATE HIGHWAY 94 WESTBOUND, 6.55 METERS (21.5 FT)
 RQ0509'NORTHEAST OF THE EAST END OF A PIPE GUARD RAIL ON THE NORTH SIDE OF
 RQ0509'THE EASTBOUND LANE ON THE OVERPASS, AND 6.40 METERS (21.0 FT)
 RQ0509'SOUTHEAST OF THE EAST END OF A PIPE GUARD RAIL ON THE SOUTH SIDE OF
 RQ0509'THE WESTBOUND LANE OF THE OVERPASS.
 RQ0509'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0662 ***********************************************************************
 RP0662  DESIGNATION -  A 499
 RP0662  PID         -  RP0662
 RP0662  STATE/COUNTY-  ND/CASS
 RP0662  USGS QUAD   -  ABSARAKA (1967)
 RP0662
 RP0662                         *CURRENT SURVEY CONTROL
 RP0662  ___________________________________________________________________
 RP0662* NAD 83(1986)-  46 52 32.     (N)    097 28 16.     (W)     SCALED    
 RP0662* NAVD 88     -       337.858  (meters)    1108.46   (feet)  ADJUSTED  
 RP0662  ___________________________________________________________________
 RP0662  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 RP0662  DYNAMIC HT  -         337.880 (meters)    1108.53  (feet)  COMP
 RP0662  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RP0662
 RP0662  VERT ORDER  -  FIRST     CLASS II
 RP0662
 RP0662.The horizontal coordinates were scaled from a topographic map and have
 RP0662.an estimated accuracy of +/- 6 seconds.
 RP0662
 RP0662.The orthometric height was determined by differential leveling
 RP0662.and adjusted by the National Geodetic Survey in June 1991..
 RP0662
 RP0662.The geoid height was determined by GEOID03.
 RP0662
 RP0662.The dynamic height is computed by dividing the NAVD 88
 RP0662.geopotential number by the normal gravity value computed on the
 RP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0662.degrees latitude (g = 980.6199 gals.).
 RP0662
 RP0662.The modeled gravity was interpolated from observed gravity values.
 RP0662
 RP0662;                    North         East    Units  Estimated Accuracy
 RP0662;SPC ND S     -   138,830.      830,830.      MT  (+/- 180 meters Scaled)
 RP0662
 RP0662                          SUPERSEDED SURVEY CONTROL
 RP0662
 RP0662.No superseded survey control is available for this station.
 RP0662
 RP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS165924(NAD 83)
 RP0662_MARKER: I = METAL ROD
 RP0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0662_SP_SET: STAINLESS STEEL ROD
 RP0662_STAMPING: A 499 1982
 RP0662_MARK LOGO: NGS   
 RP0662_PROJECTION: RECESSED 3 CENTIMETERS
 RP0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0662_ROD/PIPE-DEPTH: 6.0  meters
 RP0662
 RP0662  HISTORY     - Date     Condition        Report By
 RP0662  HISTORY     - 1982     MONUMENTED       NGS
 RP0662
 RP0662                          STATION DESCRIPTION
 RP0662
 RP0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0662'6.4 KM (4.0 MI) EAST FROM BUFFALO.
 RP0662'6.4 KM (4.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0662'BUFFALO-ALICE INTERCHANGE OVERPASS AND STATE HIGHWAY 38 LEADING NORTH
 RP0662'TO THE TOWN OF BUFFALO, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE,
 RP0662'65.2 METERS (214.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY
 RP0662'94 EASTBOUND, 20.7 METERS (68.0 FT) EAST OF THE CENTER OF A GRAVEL
 RP0662'ROAD LEADING SOUTH, 8.8 METERS (29.0 FT) EAST-NORTHEAST OF A POWERLINE
 RP0662'POLE WITH ANCHOR CABLE AND AT A POINT WHERE THE LINE CROSSES THE
 RP0662'HIGHWAY, 7.9 METERS (26.0 FT) EAST OF A FENCE CORNER POST, 3.6 METERS
 RP0662'(12.0 FT) WEST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 0.46 METERS
 RP0662'(1.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.  NOTE, DRIVEN TO ALMOST
 RP0662'REFUSAL.
 RP0662'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 RP0662'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1096 ***********************************************************************
 TF1096  DESIGNATION -  A 5
 TF1096  PID         -  TF1096
 TF1096  STATE/COUNTY-  ND/WARD
 TF1096  USGS QUAD   -  DES LACS (1980)
 TF1096
 TF1096                         *CURRENT SURVEY CONTROL
 TF1096  ___________________________________________________________________
 TF1096* NAD 83(1986)-  48 20 47.     (N)    101 32 29.     (W)     SCALED    
 TF1096* NAVD 88     -       502.477  (meters)    1648.54   (feet)  ADJUSTED  
 TF1096  ___________________________________________________________________
 TF1096  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 TF1096  DYNAMIC HT  -         502.568 (meters)    1648.84  (feet)  COMP
 TF1096  MODELED GRAV-     980,776.8   (mgal)                       NAVD 88
 TF1096
 TF1096  VERT ORDER  -  FIRST     CLASS II
 TF1096
 TF1096.The horizontal coordinates were scaled from a topographic map and have
 TF1096.an estimated accuracy of +/- 6 seconds.
 TF1096
 TF1096.The orthometric height was determined by differential leveling
 TF1096.and adjusted by the National Geodetic Survey in June 1991..
 TF1096
 TF1096.The geoid height was determined by GEOID03.
 TF1096
 TF1096.The dynamic height is computed by dividing the NAVD 88
 TF1096.geopotential number by the normal gravity value computed on the
 TF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1096.degrees latitude (g = 980.6199 gals.).
 TF1096
 TF1096.The modeled gravity was interpolated from observed gravity values.
 TF1096
 TF1096;                    North         East    Units  Estimated Accuracy
 TF1096;SPC ND N     -   150,220.      522,810.      MT  (+/- 180 meters Scaled)
 TF1096
 TF1096                          SUPERSEDED SURVEY CONTROL
 TF1096
 TF1096  NGVD 29 (??/??/92)  502.100  (m)         1647.31   (f) ADJ UNCH    1 2
 TF1096
 TF1096.Superseded values are not recommended for survey control.
 TF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1096.See file dsdata.txt to determine how the superseded data were derived.
 TF1096
 TF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU117579(NAD 83)
 TF1096_MARKER: DB = BENCH MARK DISK
 TF1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1096_STAMPING: A 5 ELEV. 1647.270 FT
 TF1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1096+STABILITY: SURFACE MOTION
 TF1096
 TF1096  HISTORY     - Date     Condition        Report By
 TF1096  HISTORY     - UNK      MONUMENTED       CGS
 TF1096  HISTORY     - 1963     GOOD             NGS
 TF1096  HISTORY     - 1981     GOOD             NGS
 TF1096
 TF1096                          STATION DESCRIPTION
 TF1096
 TF1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1096'2.0 MI SE FROM FOXHOLM.
 TF1096'2.0 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1096'FOXHOLM, 5 1/2 TELEPHONE POLES SOUTHEAST OF A PRIVATE ROAD CROSSING,
 TF1096'40 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET SOUTHEAST OF
 TF1096'TELEPHONE POLE NUMBER 1, 4 1/2 FEET NORTHEAST OF A FENCE, 1.0 FEET
 TF1096'WEST OF A METAL WITNESS POST, ABOUT 2.0 FEET BELOW THE LEVEL OF THE
 TF1096'RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF1096
 TF1096                          STATION RECOVERY (1981)
 TF1096
 TF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0041 ***********************************************************************
 SN0041  DESIGNATION -  A 5 B 1
 SN0041  PID         -  SN0041
 SN0041  STATE/COUNTY-  ND/MCHENRY
 SN0041  USGS QUAD   -  DRAKE NW (1977)
 SN0041
 SN0041                         *CURRENT SURVEY CONTROL
 SN0041  ___________________________________________________________________
 SN0041* NAD 83(1986)-  47 52 36.     (N)    100 26 05.     (W)     SCALED    
 SN0041* NAVD 88     -       501.392  (meters)    1644.98   (feet)  ADJUSTED  
 SN0041  ___________________________________________________________________
 SN0041  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SN0041  DYNAMIC HT  -         501.458 (meters)    1645.20  (feet)  COMP
 SN0041  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SN0041
 SN0041  VERT ORDER  -  SECOND    CLASS 0
 SN0041
 SN0041.The horizontal coordinates were scaled from a topographic map and have
 SN0041.an estimated accuracy of +/- 6 seconds.
 SN0041
 SN0041.The orthometric height was determined by differential leveling
 SN0041.and adjusted by the National Geodetic Survey in June 1991..
 SN0041
 SN0041.The geoid height was determined by GEOID03.
 SN0041
 SN0041.The dynamic height is computed by dividing the NAVD 88
 SN0041.geopotential number by the normal gravity value computed on the
 SN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0041.degrees latitude (g = 980.6199 gals.).
 SN0041
 SN0041.The modeled gravity was interpolated from observed gravity values.
 SN0041
 SN0041;                    North         East    Units  Estimated Accuracy
 SN0041;SPC ND N     -    97,470.      604,880.      MT  (+/- 180 meters Scaled)
 SN0041
 SN0041                          SUPERSEDED SURVEY CONTROL
 SN0041
 SN0041  NGVD 29 (??/??/92)  501.00   (m)         1643.7    (f) COMPUTED    2 0
 SN0041
 SN0041.Superseded values are not recommended for survey control.
 SN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0041.See file dsdata.txt to determine how the superseded data were derived.
 SN0041
 SN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU927035(NAD 83)
 SN0041_MARKER: Z = SEE DESCRIPTION
 SN0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0041_SP_SET: CONCRETE PEDESTAL
 SN0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0041
 SN0041  HISTORY     - Date     Condition        Report By
 SN0041  HISTORY     - UNK      MONUMENTED       DOD
 SN0041  HISTORY     - 1962     GOOD             NGS
 SN0041
 SN0041                          STATION DESCRIPTION
 SN0041
 SN0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0041'5.8 MI SW FROM DRAKE.
 SN0041'ABOUT 3.8 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0041'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, THENCE 1.7 MILES SOUTH
 SN0041'ALONG A GRADED ROAD, THENCE 0.3 MILE EAST ACROSS A CULTIVATED FIELD
 SN0041'ALONG A FENCE, ON THE NORTH SIDE OF THE FENCE, A 1 1/2 X 4 FOOT
 SN0041'CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0037 ***********************************************************************
 SN0037  DESIGNATION -  A 5 B 2
 SN0037  PID         -  SN0037
 SN0037  STATE/COUNTY-  ND/MCHENRY
 SN0037  USGS QUAD   -  DRAKE NW (1977)
 SN0037
 SN0037                         *CURRENT SURVEY CONTROL
 SN0037  ___________________________________________________________________
 SN0037* NAD 83(1986)-  47 52 36.     (N)    100 26 05.     (W)     SCALED    
 SN0037* NAVD 88     -       502.253  (meters)    1647.81   (feet)  ADJUSTED  
 SN0037  ___________________________________________________________________
 SN0037  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SN0037  DYNAMIC HT  -         502.319 (meters)    1648.02  (feet)  COMP
 SN0037  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SN0037
 SN0037  VERT ORDER  -  SECOND    CLASS 0
 SN0037
 SN0037.The horizontal coordinates were scaled from a topographic map and have
 SN0037.an estimated accuracy of +/- 6 seconds.
 SN0037
 SN0037.The orthometric height was determined by differential leveling
 SN0037.and adjusted by the National Geodetic Survey in June 1991..
 SN0037
 SN0037.The geoid height was determined by GEOID03.
 SN0037
 SN0037.The dynamic height is computed by dividing the NAVD 88
 SN0037.geopotential number by the normal gravity value computed on the
 SN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0037.degrees latitude (g = 980.6199 gals.).
 SN0037
 SN0037.The modeled gravity was interpolated from observed gravity values.
 SN0037
 SN0037;                    North         East    Units  Estimated Accuracy
 SN0037;SPC ND N     -    97,470.      604,880.      MT  (+/- 180 meters Scaled)
 SN0037
 SN0037                          SUPERSEDED SURVEY CONTROL
 SN0037
 SN0037  NGVD 29 (??/??/92)  501.86   (m)         1646.5    (f) COMPUTED    2 0
 SN0037
 SN0037.Superseded values are not recommended for survey control.
 SN0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0037.See file dsdata.txt to determine how the superseded data were derived.
 SN0037
 SN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU927035(NAD 83)
 SN0037_MARKER: Z = SEE DESCRIPTION
 SN0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0037_SP_SET: CONCRETE PEDESTAL
 SN0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0037
 SN0037  HISTORY     - Date     Condition        Report By
 SN0037  HISTORY     - UNK      MONUMENTED       DOD
 SN0037  HISTORY     - 1962     GOOD             NGS
 SN0037
 SN0037                          STATION DESCRIPTION
 SN0037
 SN0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0037'5.2 MI SW FROM DRAKE.
 SN0037'ABOUT 3.8 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0037'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, THENCE 1.4 MILES SOUTH
 SN0037'ALONG A GRADED ROAD, ABOUT 115 YARDS NORTH OF THE CENTER OF A DIRT
 SN0037'ROAD CROSSING, IN THE EDGE OF A FIELD NEAR THE SOUTH END OF A SMALL
 SN0037'CUT, 75 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A
 SN0037'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, ABOUT 2 FEET
 SN0037'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0038 ***********************************************************************
 SN0038  DESIGNATION -  A 5 Z
 SN0038  PID         -  SN0038
 SN0038  STATE/COUNTY-  ND/MCHENRY
 SN0038  USGS QUAD   -  DRAKE NW (1977)
 SN0038
 SN0038                         *CURRENT SURVEY CONTROL
 SN0038  ___________________________________________________________________
 SN0038* NAD 83(1986)-  47 52 37.     (N)    100 25 26.     (W)     SCALED    
 SN0038* NAVD 88     -       502.980  (meters)    1650.19   (feet)  ADJUSTED  
 SN0038  ___________________________________________________________________
 SN0038  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SN0038  DYNAMIC HT  -         503.047 (meters)    1650.41  (feet)  COMP
 SN0038  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 SN0038
 SN0038  VERT ORDER  -  SECOND    CLASS 0
 SN0038
 SN0038.The horizontal coordinates were scaled from a topographic map and have
 SN0038.an estimated accuracy of +/- 6 seconds.
 SN0038
 SN0038.The orthometric height was determined by differential leveling
 SN0038.and adjusted by the National Geodetic Survey in June 1991..
 SN0038
 SN0038.The geoid height was determined by GEOID03.
 SN0038
 SN0038.The dynamic height is computed by dividing the NAVD 88
 SN0038.geopotential number by the normal gravity value computed on the
 SN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0038.degrees latitude (g = 980.6199 gals.).
 SN0038
 SN0038.The modeled gravity was interpolated from observed gravity values.
 SN0038
 SN0038;                    North         East    Units  Estimated Accuracy
 SN0038;SPC ND N     -    97,500.      605,690.      MT  (+/- 180 meters Scaled)
 SN0038
 SN0038                          SUPERSEDED SURVEY CONTROL
 SN0038
 SN0038  NGVD 29 (??/??/92)  502.59   (m)         1648.9    (f) COMPUTED    2 0
 SN0038
 SN0038.Superseded values are not recommended for survey control.
 SN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0038.See file dsdata.txt to determine how the superseded data were derived.
 SN0038
 SN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU935036(NAD 83)
 SN0038_MARKER: DS = TRIANGULATION STATION DISK
 SN0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0038_STAMPING: A 5 Z 1962
 SN0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0038+STABILITY: SURFACE MOTION
 SN0038
 SN0038  HISTORY     - Date     Condition        Report By
 SN0038  HISTORY     - 1962     MONUMENTED       CGS
 SN0038
 SN0038                          STATION DESCRIPTION
 SN0038
 SN0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0038'5.7 MI SW FROM DRAKE.
 SN0038'ABOUT 3.8 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0038'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, THENCE 1.4 MILES SOUTH
 SN0038'ALONG A GRADED ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, AT AN
 SN0038'ENTRANCE DRIVE TO A FIELD, ON TOP OF THE FIRST KNOLL EAST OF THE
 SN0038'GRADED ROAD, 21.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 SN0038'EAST OF THE CENTERLINE OF THE DRIVE, 2.5 FEET SOUTH OF A FENCE LINE,
 SN0038'4.1 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SN0038'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0039 ***********************************************************************
 SN0039  DESIGNATION -  A 5 Z RM 1
 SN0039  PID         -  SN0039
 SN0039  STATE/COUNTY-  ND/MCHENRY
 SN0039  USGS QUAD   -  DRAKE NW (1977)
 SN0039
 SN0039                         *CURRENT SURVEY CONTROL
 SN0039  ___________________________________________________________________
 SN0039* NAD 83(1986)-  47 52 37.     (N)    100 25 25.     (W)     SCALED    
 SN0039* NAVD 88     -       503.011  (meters)    1650.30   (feet)  ADJUSTED  
 SN0039  ___________________________________________________________________
 SN0039  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SN0039  DYNAMIC HT  -         503.078 (meters)    1650.52  (feet)  COMP
 SN0039  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 SN0039
 SN0039  VERT ORDER  -  SECOND    CLASS 0
 SN0039
 SN0039.The horizontal coordinates were scaled from a topographic map and have
 SN0039.an estimated accuracy of +/- 6 seconds.
 SN0039
 SN0039.The orthometric height was determined by differential leveling
 SN0039.and adjusted by the National Geodetic Survey in June 1991..
 SN0039
 SN0039.The geoid height was determined by GEOID03.
 SN0039
 SN0039.The dynamic height is computed by dividing the NAVD 88
 SN0039.geopotential number by the normal gravity value computed on the
 SN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0039.degrees latitude (g = 980.6199 gals.).
 SN0039
 SN0039.The modeled gravity was interpolated from observed gravity values.
 SN0039
 SN0039;                    North         East    Units  Estimated Accuracy
 SN0039;SPC ND N     -    97,500.      605,710.      MT  (+/- 180 meters Scaled)
 SN0039
 SN0039                          SUPERSEDED SURVEY CONTROL
 SN0039
 SN0039  NGVD 29 (??/??/92)  502.62   (m)         1649.0    (f) COMPUTED    2 0
 SN0039
 SN0039.Superseded values are not recommended for survey control.
 SN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0039.See file dsdata.txt to determine how the superseded data were derived.
 SN0039
 SN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU935036(NAD 83)
 SN0039_MARKER: DR = REFERENCE MARK DISK
 SN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0039_STAMPING: A 5 Z NO. 1 1962
 SN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0039+STABILITY: SURFACE MOTION
 SN0039
 SN0039  HISTORY     - Date     Condition        Report By
 SN0039  HISTORY     - 1962     MONUMENTED       CGS
 SN0039
 SN0039                          STATION DESCRIPTION
 SN0039
 SN0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0039'5.7 MI SW FROM DRAKE.
 SN0039'ABOUT 3.8 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0039'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, THENCE 1.4 MILES SOUTH
 SN0039'ALONG A GRADED ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, ON TOP OF
 SN0039'THE FIRST KNOLL EAST OF THE GRADED ROAD, 28.6 FEET EAST OF THE STATION
 SN0039'MARK, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A
 SN0039'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SN0039'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0040 ***********************************************************************
 SN0040  DESIGNATION -  A 5 Z RM 2
 SN0040  PID         -  SN0040
 SN0040  STATE/COUNTY-  ND/MCHENRY
 SN0040  USGS QUAD   -  DRAKE NW (1977)
 SN0040
 SN0040                         *CURRENT SURVEY CONTROL
 SN0040  ___________________________________________________________________
 SN0040* NAD 83(1986)-  47 52 34.     (N)    100 25 26.     (W)     SCALED    
 SN0040* NAVD 88     -       502.939  (meters)    1650.06   (feet)  ADJUSTED  
 SN0040  ___________________________________________________________________
 SN0040  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SN0040  DYNAMIC HT  -         503.006 (meters)    1650.28  (feet)  COMP
 SN0040  MODELED GRAV-     980,729.0   (mgal)                       NAVD 88
 SN0040
 SN0040  VERT ORDER  -  SECOND    CLASS 0
 SN0040
 SN0040.The horizontal coordinates were scaled from a topographic map and have
 SN0040.an estimated accuracy of +/- 6 seconds.
 SN0040
 SN0040.The orthometric height was determined by differential leveling
 SN0040.and adjusted by the National Geodetic Survey in June 1991..
 SN0040
 SN0040.The geoid height was determined by GEOID03.
 SN0040
 SN0040.The dynamic height is computed by dividing the NAVD 88
 SN0040.geopotential number by the normal gravity value computed on the
 SN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0040.degrees latitude (g = 980.6199 gals.).
 SN0040
 SN0040.The modeled gravity was interpolated from observed gravity values.
 SN0040
 SN0040;                    North         East    Units  Estimated Accuracy
 SN0040;SPC ND N     -    97,410.      605,690.      MT  (+/- 180 meters Scaled)
 SN0040
 SN0040                          SUPERSEDED SURVEY CONTROL
 SN0040
 SN0040  NGVD 29 (??/??/92)  502.55   (m)         1648.8    (f) COMPUTED    2 0
 SN0040
 SN0040.Superseded values are not recommended for survey control.
 SN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0040.See file dsdata.txt to determine how the superseded data were derived.
 SN0040
 SN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU935035(NAD 83)
 SN0040_MARKER: DR = REFERENCE MARK DISK
 SN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0040_STAMPING: A 5 Z NO. 2 1962
 SN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0040+STABILITY: SURFACE MOTION
 SN0040
 SN0040  HISTORY     - Date     Condition        Report By
 SN0040  HISTORY     - 1962     MONUMENTED       CGS
 SN0040
 SN0040                          STATION DESCRIPTION
 SN0040
 SN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0040'5.7 MI SW FROM DRAKE.
 SN0040'ABOUT 3.8 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0040'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, THENCE 1.4 MILES SOUTH
 SN0040'ALONG A GRADED ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, ON TOP OF
 SN0040'THE FIRST KNOLL EAST OF THE GRADED ROAD, 86.5 FEET EAST OF THE SEVENTH
 SN0040'POWER POLE EAST OF THE GRADED ROAD, 53.9 FEET SOUTH OF AND ACROSS THE
 SN0040'ROAD FROM THE STATION MARK, 32 FEET SOUTH OF THE CENTER LINE OF THE
 SN0040'ROAD, 2.5 FEET NORTH OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SN0040'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0431 ***********************************************************************
 RP0431  DESIGNATION -  A 50
 RP0431  PID         -  RP0431
 RP0431  STATE/COUNTY-  ND/CASS
 RP0431  USGS QUAD   -  CASSELTON (1961)
 RP0431
 RP0431                         *CURRENT SURVEY CONTROL
 RP0431  ___________________________________________________________________
 RP0431* NAD 83(1986)-  46 54 18.     (N)    097 13 15.     (W)     SCALED    
 RP0431* NAVD 88     -       286.205  (meters)     938.99   (feet)  ADJUSTED  
 RP0431  ___________________________________________________________________
 RP0431  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0431  DYNAMIC HT  -         286.233 (meters)     939.08  (feet)  COMP
 RP0431  MODELED GRAV-     980,705.5   (mgal)                       NAVD 88
 RP0431
 RP0431  VERT ORDER  -  SECOND    CLASS 0
 RP0431
 RP0431.The horizontal coordinates were scaled from a topographic map and have
 RP0431.an estimated accuracy of +/- 6 seconds.
 RP0431
 RP0431.The orthometric height was determined by differential leveling
 RP0431.and adjusted by the National Geodetic Survey in June 1991..
 RP0431
 RP0431.The geoid height was determined by GEOID03.
 RP0431
 RP0431.The dynamic height is computed by dividing the NAVD 88
 RP0431.geopotential number by the normal gravity value computed on the
 RP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0431.degrees latitude (g = 980.6199 gals.).
 RP0431
 RP0431.The modeled gravity was interpolated from observed gravity values.
 RP0431
 RP0431;                    North         East    Units  Estimated Accuracy
 RP0431;SPC ND S     -   142,860.      849,750.      MT  (+/- 180 meters Scaled)
 RP0431
 RP0431                          SUPERSEDED SURVEY CONTROL
 RP0431
 RP0431  NGVD 29 (??/??/92)  285.910  (m)          938.02   (f) ADJ UNCH    2 0
 RP0431
 RP0431.Superseded values are not recommended for survey control.
 RP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0431.See file dsdata.txt to determine how the superseded data were derived.
 RP0431
 RP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS355961(NAD 83)
 RP0431_MARKER: DB = BENCH MARK DISK
 RP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0431_STAMPING: A 50 1934
 RP0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0431+STABILITY: SURFACE MOTION
 RP0431
 RP0431  HISTORY     - Date     Condition        Report By
 RP0431  HISTORY     - 1934     MONUMENTED       CGS
 RP0431  HISTORY     - 1977     MARK NOT FOUND   USGS
 RP0431  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0431
 RP0431                          STATION DESCRIPTION
 RP0431
 RP0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0431'IN CASSELTON.
 RP0431'AT CASSELTON, CASS COUNTY, 150 YARDS NORTH OF THE GREAT NORTHERN
 RP0431'RAILWAY STATION, 550 YARDS NORTH OF THE INTERSECTION OF THE GREAT
 RP0431'NORTHERN RAILWAY WITH THE NORTHERN PACIFIC RAILWAY, ON THE GREAT
 RP0431'NORTHERN RAILWAY, AT A GRAVEL-ROAD CROSSING, 39 FEET NORTH OF THE
 RP0431'CENTERLINE OF THE ROAD, 34.7 FEET EAST OF THE EAST RAIL OF THE MAIN
 RP0431'TRACK AND 24.8 FEET EAST OF THE EAST RAIL OF THE SIDETRACK.  A
 RP0431'STANDARD DISK, STAMPED A 50 1934 AND SET IN THE TOP OF A CONCRETE POST
 RP0431'PROJECTING 8 INCHES ABOVE GROUND.
 RP0431
 RP0431                          STATION RECOVERY (1977)
 RP0431
 RP0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RP0431'MARK NOT FOUND.
 RP0431
 RP0431                          STATION RECOVERY (1982)
 RP0431
 RP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0431'SEARCHED FOR BUT NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD
 RP0431'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0722 ***********************************************************************
 RR0722  DESIGNATION -  A 501
 RR0722  PID         -  RR0722
 RR0722  STATE/COUNTY-  ND/MORTON
 RR0722  USGS QUAD   -  NEW SALEM (1980)
 RR0722
 RR0722                         *CURRENT SURVEY CONTROL
 RR0722  ___________________________________________________________________
 RR0722* NAD 83(1986)-  46 49 06.     (N)    101 23 31.     (W)     SCALED    
 RR0722* NAVD 88     -       666.917  (meters)    2188.04   (feet)  ADJUSTED  
 RR0722  ___________________________________________________________________
 RR0722  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 RR0722  DYNAMIC HT  -         666.919 (meters)    2188.05  (feet)  COMP
 RR0722  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 RR0722
 RR0722  VERT ORDER  -  FIRST     CLASS II
 RR0722
 RR0722.The horizontal coordinates were scaled from a topographic map and have
 RR0722.an estimated accuracy of +/- 6 seconds.
 RR0722
 RR0722.The orthometric height was determined by differential leveling
 RR0722.and adjusted by the National Geodetic Survey in June 1991..
 RR0722
 RR0722.The geoid height was determined by GEOID03.
 RR0722
 RR0722.The dynamic height is computed by dividing the NAVD 88
 RR0722.geopotential number by the normal gravity value computed on the
 RR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0722.degrees latitude (g = 980.6199 gals.).
 RR0722
 RR0722.The modeled gravity was interpolated from observed gravity values.
 RR0722
 RR0722;                    North         East    Units  Estimated Accuracy
 RR0722;SPC ND S     -   128,400.      531,940.      MT  (+/- 180 meters Scaled)
 RR0722
 RR0722                          SUPERSEDED SURVEY CONTROL
 RR0722
 RR0722.No superseded survey control is available for this station.
 RR0722
 RR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS175877(NAD 83)
 RR0722_MARKER: I = METAL ROD
 RR0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0722_SP_SET: STAINLESS STEEL ROD
 RR0722_STAMPING: A 501 1985
 RR0722_MARK LOGO: NGS   
 RR0722_PROJECTION: FLUSH
 RR0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0722_ROD/PIPE-DEPTH: 7.3  meters
 RR0722
 RR0722  HISTORY     - Date     Condition        Report By
 RR0722  HISTORY     - 1985     MONUMENTED       NGS
 RR0722
 RR0722                          STATION DESCRIPTION
 RR0722
 RR0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0722'3.6 KM (2.25 MI) SOUTH FROM NEW SALEM.
 RR0722'3.6 KM (2.25 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0722'COUNTY ROAD 139 IN NEW SALEM, AT A GRAVEL ROAD LEADING EAST AND A
 RR0722'FIELD ROAD LEADING WEST, 21.3 METERS (70 FT) SOUTHWEST OF THE CENTER
 RR0722'OF THE ROAD, 5.5 METERS (18 FT) SOUTHWEST OF A FENCE CORNER, 5.8
 RR0722'METERS (19 FT) NORTHWEST OF THE CENTER OF A FIELD ROAD AND 0.3 METER
 RR0722'(1 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 RR0722'THROUGH A 5-INCH LOGO CAP.
 RR0722'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RR0722'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0746 ***********************************************************************
 RR0746  DESIGNATION -  A 502
 RR0746  PID         -  RR0746
 RR0746  STATE/COUNTY-  ND/GRANT
 RR0746  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0746
 RR0746                         *CURRENT SURVEY CONTROL
 RR0746  ___________________________________________________________________
 RR0746* NAD 83(1986)-  46 23 35.     (N)    101 18 01.     (W)     SCALED    
 RR0746* NAVD 88     -       659.167  (meters)    2162.62   (feet)  ADJUSTED  
 RR0746  ___________________________________________________________________
 RR0746  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 RR0746  DYNAMIC HT  -         659.147 (meters)    2162.55  (feet)  COMP
 RR0746  MODELED GRAV-     980,562.3   (mgal)                       NAVD 88
 RR0746
 RR0746  VERT ORDER  -  FIRST     CLASS II
 RR0746
 RR0746.The horizontal coordinates were scaled from a topographic map and have
 RR0746.an estimated accuracy of +/- 6 seconds.
 RR0746
 RR0746.The orthometric height was determined by differential leveling
 RR0746.and adjusted by the National Geodetic Survey in June 1991..
 RR0746
 RR0746.The geoid height was determined by GEOID03.
 RR0746
 RR0746.The dynamic height is computed by dividing the NAVD 88
 RR0746.geopotential number by the normal gravity value computed on the
 RR0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0746.degrees latitude (g = 980.6199 gals.).
 RR0746
 RR0746.The modeled gravity was interpolated from observed gravity values.
 RR0746
 RR0746;                    North         East    Units  Estimated Accuracy
 RR0746;SPC ND S     -    81,060.      538,450.      MT  (+/- 180 meters Scaled)
 RR0746
 RR0746                          SUPERSEDED SURVEY CONTROL
 RR0746
 RR0746.No superseded survey control is available for this station.
 RR0746
 RR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS231402(NAD 83)
 RR0746_MARKER: I = METAL ROD
 RR0746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0746_SP_SET: STAINLESS STEEL ROD
 RR0746_STAMPING: A 502 1985
 RR0746_MARK LOGO: NGS   
 RR0746_PROJECTION: FLUSH
 RR0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0746_ROD/PIPE-DEPTH: 9.8  meters
 RR0746
 RR0746  HISTORY     - Date     Condition        Report By
 RR0746  HISTORY     - 1985     MONUMENTED       NGS
 RR0746
 RR0746                          STATION DESCRIPTION
 RR0746
 RR0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0746'14.8 KM (9.2 MI) SE FROM LARK.
 RR0746'1.1 KM (0.7 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE CROSSING OF THE
 RR0746'BURLINGTON NORTHERN RAILROAD AT LARK, THENCE 8.1 KM (5.0 MI) EAST
 RR0746'ALONG STATE ROUTE 21, THENCE 5.6 KM (3.5 MI) SOUTH ALONG STATE ROUTE
 RR0746'31 AT AN OPEN GAP IN THE RIGHT-OF-WAY FENCE, 0.48 KM (0.3 MI) SOUTH OF
 RR0746'MILEPOST 32 ALSO 4.4 KM (2.75 MI) NORTH OF RALEIGH, 38.7 METERS
 RR0746'(127 FT) WEST OF THE HIGHWAY CENTERLINE, 5.8 METERS (19 FT) NORTH OF
 RR0746'THE EXTENDED CENTER OF A GRAVEL ROAD LEADING EAST, 4.0 METERS (13 FT)
 RR0746'NORTH OF AN ORANGE METAL STAKE, 13.1 METERS (43 FT) SOUTH OF THE
 RR0746'CENTER OF THE GAP IN THE FENCE AND 0.3 METER (1 FT) EAST OF THE
 RR0746'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RR0746'5-INCH LOGO CAP.
 RR0746'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RR0746'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0644 ***********************************************************************
 QQ0644  DESIGNATION -  A 504
 QQ0644  PID         -  QQ0644
 QQ0644  STATE/COUNTY-  ND/RICHLAND
 QQ0644  USGS QUAD   -  NEW EFFINGTON NE (1972)
 QQ0644
 QQ0644                         *CURRENT SURVEY CONTROL
 QQ0644  ___________________________________________________________________
 QQ0644* NAD 83(1986)-  45 56 11.     (N)    096 50 33.     (W)     SCALED    
 QQ0644* NAVD 88     -       331.957  (meters)    1089.10   (feet)  ADJUSTED  
 QQ0644  ___________________________________________________________________
 QQ0644  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 QQ0644  DYNAMIC HT  -         331.956 (meters)    1089.09  (feet)  COMP
 QQ0644  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 QQ0644
 QQ0644  VERT ORDER  -  FIRST     CLASS II
 QQ0644
 QQ0644.The horizontal coordinates were scaled from a topographic map and have
 QQ0644.an estimated accuracy of +/- 6 seconds.
 QQ0644
 QQ0644.The orthometric height was determined by differential leveling
 QQ0644.and adjusted by the National Geodetic Survey in June 1991..
 QQ0644
 QQ0644.The geoid height was determined by GEOID03.
 QQ0644
 QQ0644.The dynamic height is computed by dividing the NAVD 88
 QQ0644.geopotential number by the normal gravity value computed on the
 QQ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0644.degrees latitude (g = 980.6199 gals.).
 QQ0644
 QQ0644.The modeled gravity was interpolated from observed gravity values.
 QQ0644
 QQ0644;                    North         East    Units  Estimated Accuracy
 QQ0644;SPC ND S     -    36,580.      883,560.      MT  (+/- 180 meters Scaled)
 QQ0644
 QQ0644                          SUPERSEDED SURVEY CONTROL
 QQ0644
 QQ0644.No superseded survey control is available for this station.
 QQ0644
 QQ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR672892(NAD 83)
 QQ0644_MARKER: I = METAL ROD
 QQ0644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QQ0644_STAMPING: A 504 1990
 QQ0644_MARK LOGO: NGS   
 QQ0644_PROJECTION: PROJECTING 5 CENTIMETERS
 QQ0644_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0644+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QQ0644_ROD/PIPE-DEPTH: 12.8 meters
 QQ0644_SLEEVE-DEPTH  : 0.9 meters
 QQ0644
 QQ0644  HISTORY     - Date     Condition        Report By
 QQ0644  HISTORY     - 1990     MONUMENTED       NGS
 QQ0644
 QQ0644                          STATION DESCRIPTION
 QQ0644
 QQ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0644'4.6 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 QQ0644'COUNTY ROAD 1 IN HANKINSON, THENCE 13.1 KM (8.1 MI) SOUTHERLY ALONG
 QQ0644'INTERSTATE HIGHWAY 29, 58.0 M (190.3 FT) NORTH OF THE CENTERLINE OF
 QQ0644'COUNTY ROAD 1, 43.5 M (142.7 FT) EAST OF THE CENTERLINE OF THE
 QQ0644'NORTHBOUND LANES OF THE HIGHWAY, 6.5 M (21.3 FT) NORTHWEST OF THE
 QQ0644'NORTH LEG OF A DOUBLE UTILITY POLE, 1.4 M (4.6 FT) BELOW THE LEVEL OF
 QQ0644'THE HIGHWAY, AND 1.0 M (3.3 FT) WEST OF A WITNESS POST AND FENCE.
 QQ0644'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 QQ0644'SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1178 ***********************************************************************
 RP1178  DESIGNATION -  A 505
 RP1178  PID         -  RP1178
 RP1178  STATE/COUNTY-  ND/RICHLAND
 RP1178  USGS QUAD   -  DWIGHT (1979)
 RP1178
 RP1178                         *CURRENT SURVEY CONTROL
 RP1178  ___________________________________________________________________
 RP1178* NAD 83(1986)-  46 15 53.     (N)    096 38 10.     (W)     SCALED    
 RP1178* NAVD 88     -       292.771  (meters)     960.53   (feet)  ADJUSTED  
 RP1178  ___________________________________________________________________
 RP1178  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RP1178  DYNAMIC HT  -         292.775 (meters)     960.55  (feet)  COMP
 RP1178  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 RP1178
 RP1178  VERT ORDER  -  FIRST     CLASS II
 RP1178
 RP1178.The horizontal coordinates were scaled from a topographic map and have
 RP1178.an estimated accuracy of +/- 6 seconds.
 RP1178
 RP1178.The orthometric height was determined by differential leveling
 RP1178.and adjusted by the National Geodetic Survey in June 1991..
 RP1178
 RP1178.The geoid height was determined by GEOID03.
 RP1178
 RP1178.The dynamic height is computed by dividing the NAVD 88
 RP1178.geopotential number by the normal gravity value computed on the
 RP1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1178.degrees latitude (g = 980.6199 gals.).
 RP1178
 RP1178.The modeled gravity was interpolated from observed gravity values.
 RP1178
 RP1178;                    North         East    Units  Estimated Accuracy
 RP1178;SPC ND S     -    73,800.      897,750.      MT  (+/- 180 meters Scaled)
 RP1178
 RP1178                          SUPERSEDED SURVEY CONTROL
 RP1178
 RP1178.No superseded survey control is available for this station.
 RP1178
 RP1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS821261(NAD 83)
 RP1178_MARKER: I = METAL ROD
 RP1178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1178_SP_SET: STAINLESS STEEL ROD
 RP1178_STAMPING: A 505 1990
 RP1178_MARK LOGO: NGS   
 RP1178_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1178_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1178+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1178_ROD/PIPE-DEPTH: 10.8 meters
 RP1178
 RP1178  HISTORY     - Date     Condition        Report By
 RP1178  HISTORY     - 1990     MONUMENTED       NGS
 RP1178
 RP1178                          STATION DESCRIPTION
 RP1178
 RP1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1178'1.8 KM (1.1 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1178'STATE HIGHWAY 127 IN WAHPETON, 32.5 M (106.6 FT) SOUTH OF AND LEVEL
 RP1178'WITH THE EASTBOUND LANES OF THE HIGHWAY, 31.0 M (101.7 FT) NORTHWEST
 RP1178'OF THE NORTHWEST CORNER OF A HIGHWAY DEPARTMENT SHOP BUILDING, 14.3 M
 RP1178'(46.9 FT) EAST OF THE CENTERLINE OF A COUNTY ROAD, 9.9 M (32.5 FT)
 RP1178'NORTHEAST OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX, AND
 RP1178'0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 RP1178'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1139 ***********************************************************************
 RP1139  DESIGNATION -  A 506
 RP1139  PID         -  RP1139
 RP1139  STATE/COUNTY-  ND/CASS
 RP1139  USGS QUAD   -  FARGO SOUTH (1993)
 RP1139
 RP1139                         *CURRENT SURVEY CONTROL
 RP1139  ___________________________________________________________________
 RP1139* NAD 83(1986)-  46 51 15.     (N)    096 47 49.     (W)     SCALED    
 RP1139* NAVD 88     -       276.753  (meters)     907.98   (feet)  ADJUSTED  
 RP1139  ___________________________________________________________________
 RP1139  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RP1139  DYNAMIC HT  -         276.777 (meters)     908.06  (feet)  COMP
 RP1139  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 RP1139
 RP1139  VERT ORDER  -  FIRST     CLASS II
 RP1139
 RP1139.The horizontal coordinates were scaled from a topographic map and have
 RP1139.an estimated accuracy of +/- 6 seconds.
 RP1139
 RP1139.The orthometric height was determined by differential leveling
 RP1139.and adjusted by the National Geodetic Survey in June 1991..
 RP1139
 RP1139.The geoid height was determined by GEOID03.
 RP1139
 RP1139.The dynamic height is computed by dividing the NAVD 88
 RP1139.geopotential number by the normal gravity value computed on the
 RP1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1139.degrees latitude (g = 980.6199 gals.).
 RP1139
 RP1139.The modeled gravity was interpolated from observed gravity values.
 RP1139
 RP1139;                    North         East    Units  Estimated Accuracy
 RP1139;SPC ND S     -   138,650.      882,280.      MT  (+/- 180 meters Scaled)
 RP1139
 RP1139                          SUPERSEDED SURVEY CONTROL
 RP1139
 RP1139.No superseded survey control is available for this station.
 RP1139
 RP1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS679913(NAD 83)
 RP1139_MARKER: DV = VERTICAL CONTROL DISK
 RP1139_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RP1139_SP_SET: BUILDING
 RP1139_STAMPING: A 506 1990
 RP1139_MARK LOGO: NGS   
 RP1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP1139+STABILITY: POSITION/ELEVATION WELL
 RP1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1139+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1139
 RP1139  HISTORY     - Date     Condition        Report By
 RP1139  HISTORY     - 1990     MONUMENTED       NGS
 RP1139
 RP1139                          STATION DESCRIPTION
 RP1139
 RP1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1139'IN FARGO, AT 1702 SOUTH UNIVERSITY DRIVE, SET VERTICALLY IN THE EAST
 RP1139'FACE OF THE DAKOTA CLINIC AT 1702 SOUTH UNIVERSITY DRIVE, 2.7 M (8.9
 RP1139'FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, AND 1.4 M (4.6 FT)
 RP1139'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0429 ***********************************************************************
 SL0429  DESIGNATION -  A 51
 SL0429  PID         -  SL0429
 SL0429  STATE/COUNTY-  ND/TRAILL
 SL0429  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0429
 SL0429                         *CURRENT SURVEY CONTROL
 SL0429  ___________________________________________________________________
 SL0429* NAD 83(1986)-  47 32 30.     (N)    097 20 48.     (W)     SCALED    
 SL0429* NAVD 88     -       301.067  (meters)     987.75   (feet)  ADJUSTED  
 SL0429  ___________________________________________________________________
 SL0429  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 SL0429  DYNAMIC HT  -         301.107 (meters)     987.88  (feet)  COMP
 SL0429  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 SL0429
 SL0429  VERT ORDER  -  SECOND    CLASS 0
 SL0429
 SL0429.The horizontal coordinates were scaled from a topographic map and have
 SL0429.an estimated accuracy of +/- 6 seconds.
 SL0429
 SL0429.The orthometric height was determined by differential leveling
 SL0429.and adjusted by the National Geodetic Survey in June 1991..
 SL0429
 SL0429.The geoid height was determined by GEOID03.
 SL0429
 SL0429.The dynamic height is computed by dividing the NAVD 88
 SL0429.geopotential number by the normal gravity value computed on the
 SL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0429.degrees latitude (g = 980.6199 gals.).
 SL0429
 SL0429.The modeled gravity was interpolated from observed gravity values.
 SL0429
 SL0429;                    North         East    Units  Estimated Accuracy
 SL0429;SPC ND N     -    65,080.      837,320.      MT  (+/- 180 meters Scaled)
 SL0429
 SL0429                          SUPERSEDED SURVEY CONTROL
 SL0429
 SL0429  NGVD 29 (??/??/92)  300.725  (m)          986.63   (f) ADJ UNCH    2 0
 SL0429
 SL0429.Superseded values are not recommended for survey control.
 SL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0429.See file dsdata.txt to determine how the superseded data were derived.
 SL0429
 SL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT244666(NAD 83)
 SL0429_MARKER: DB = BENCH MARK DISK
 SL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0429_STAMPING: A 51 1934
 SL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0429+STABILITY: SURFACE MOTION
 SL0429
 SL0429  HISTORY     - Date     Condition        Report By
 SL0429  HISTORY     - 1934     MONUMENTED       CGS
 SL0429  HISTORY     - 1964     GOOD             NGS
 SL0429  HISTORY     - 1967     GOOD             USAF
 SL0429
 SL0429                          STATION DESCRIPTION
 SL0429
 SL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0429'3.1 MI N FROM MAYVILLE.
 SL0429'ABOUT 3.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0429'STATION AT MAYVILLE, IN S 13, T 147 N, R 53 W, ABOUT 0.3 MILE SOUTH OF
 SL0429'AN OLD GRAIN ELEVATOR, AT A ROAD CROSSING, 39 FEET WEST OF THE WEST
 SL0429'RAIL, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET
 SL0429'NORTHEAST OF A FENCE CORNER, 7 FEET EAST OF A FENCE, 0.8 FOOT NORTH OF
 SL0429'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 SL0429'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SL0429
 SL0429                          STATION RECOVERY (1967)
 SL0429
 SL0429'RECOVERY NOTE BY US AIR FORCE 1967
 SL0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0933 ***********************************************************************
 TE0933  DESIGNATION -  A 56
 TE0933  PID         -  TE0933
 TE0933  STATE/COUNTY-  ND/RAMSEY
 TE0933  USGS QUAD   -  HAMPDEN (1970)
 TE0933
 TE0933                         *CURRENT SURVEY CONTROL
 TE0933  ___________________________________________________________________
 TE0933* NAD 83(1986)-  48 32 21.     (N)    098 39 03.     (W)     SCALED    
 TE0933* NAVD 88     -       476.657  (meters)    1563.83   (feet)  ADJUSTED  
 TE0933  ___________________________________________________________________
 TE0933  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE0933  DYNAMIC HT  -         476.752 (meters)    1564.14  (feet)  COMP
 TE0933  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TE0933
 TE0933  VERT ORDER  -  SECOND    CLASS 0
 TE0933
 TE0933.The horizontal coordinates were scaled from a topographic map and have
 TE0933.an estimated accuracy of +/- 6 seconds.
 TE0933
 TE0933.The orthometric height was determined by differential leveling
 TE0933.and adjusted by the National Geodetic Survey in June 1991..
 TE0933.WARNING-Repeat measurements at this control monument indicate possible
 TE0933.vertical movement.
 TE0933
 TE0933.The geoid height was determined by GEOID03.
 TE0933
 TE0933.The dynamic height is computed by dividing the NAVD 88
 TE0933.geopotential number by the normal gravity value computed on the
 TE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0933.degrees latitude (g = 980.6199 gals.).
 TE0933
 TE0933.The modeled gravity was interpolated from observed gravity values.
 TE0933
 TE0933;                    North         East    Units  Estimated Accuracy
 TE0933;SPC ND N     -   172,770.      736,530.      MT  (+/- 180 meters Scaled)
 TE0933
 TE0933                          SUPERSEDED SURVEY CONTROL
 TE0933
 TE0933  NGVD 29 (??/??/92)  476.264  (m)         1562.54   (f) ADJ UNCH    2 0
 TE0933
 TE0933.Superseded values are not recommended for survey control.
 TE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0933.See file dsdata.txt to determine how the superseded data were derived.
 TE0933
 TE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU257762(NAD 83)
 TE0933_MARKER: DB = BENCH MARK DISK
 TE0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0933_STAMPING: A 56 1934
 TE0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0933+STABILITY: SURFACE MOTION
 TE0933
 TE0933  HISTORY     - Date     Condition        Report By
 TE0933  HISTORY     - 1934     MONUMENTED       CGS
 TE0933  HISTORY     - 1963     GOOD             NGS
 TE0933  HISTORY     - 1964     POOR             NGS
 TE0933
 TE0933                          STATION DESCRIPTION
 TE0933
 TE0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0933'IN HAMPDEN.
 TE0933'AT HAMPDEN, IN S 4, R 62 W, T 158 N, ABOUT 135 YARDS SOUTHEAST OF THE
 TE0933'SOUTH CORNER OF THE GREAT NORTHERN RAILWAY STATION, 188 FEET SOUTHEAST
 TE0933'OF THE CENTER OF THE CROSSING OF COUNTY ROAD 3, 100 FEET SOUTH OF THE
 TE0933'WEST CORNER OF THE FARMERS ELEVATOR WHICH IS THE MORE NORTHWESTERLY OF
 TE0933'TWO ELEVATORS, 38.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 TE0933'TRACK, 8.5 FEET EAST OF A TELEGRAPH POLE, ABOUT 2 FEET BELOW THE LEVEL
 TE0933'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE0933'INCHES.  NOTE-- THE NORTH CORNER OF THIS CONCRETE POST HAS BEEN BROKEN
 TE0933'OFF BUT EVERYTHING ELSE IS SOLID.
 TE0933
 TE0933                          STATION RECOVERY (1964)
 TE0933
 TE0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0933'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1143 ***********************************************************************
 TE1143  DESIGNATION -  A 57
 TE1143  PID         -  TE1143
 TE1143  STATE/COUNTY-  ND/TOWNER
 TE1143  USGS QUAD   -  ROCK LAKE NE (1969)
 TE1143
 TE1143                         *CURRENT SURVEY CONTROL
 TE1143  ___________________________________________________________________
 TE1143* NAD 83(1986)-  48 56 59.     (N)    099 02 39.     (W)     SCALED    
 TE1143* NAVD 88     -       500.827  (meters)    1643.13   (feet)  ADJUSTED  
 TE1143  ___________________________________________________________________
 TE1143  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 TE1143  DYNAMIC HT  -         500.953 (meters)    1643.54  (feet)  COMP
 TE1143  MODELED GRAV-     980,844.4   (mgal)                       NAVD 88
 TE1143
 TE1143  VERT ORDER  -  SECOND    CLASS 0
 TE1143
 TE1143.The horizontal coordinates were scaled from a topographic map and have
 TE1143.an estimated accuracy of +/- 6 seconds.
 TE1143
 TE1143.The orthometric height was determined by differential leveling
 TE1143.and adjusted by the National Geodetic Survey in June 1991..
 TE1143
 TE1143.The geoid height was determined by GEOID03.
 TE1143
 TE1143.The dynamic height is computed by dividing the NAVD 88
 TE1143.geopotential number by the normal gravity value computed on the
 TE1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1143.degrees latitude (g = 980.6199 gals.).
 TE1143
 TE1143.The modeled gravity was interpolated from observed gravity values.
 TE1143
 TE1143;                    North         East    Units  Estimated Accuracy
 TE1143;SPC ND N     -   217,790.      706,630.      MT  (+/- 180 meters Scaled)
 TE1143
 TE1143                          SUPERSEDED SURVEY CONTROL
 TE1143
 TE1143  NGVD 29 (??/??/92)  500.414  (m)         1641.77   (f) ADJ UNCH    2 0
 TE1143
 TE1143.Superseded values are not recommended for survey control.
 TE1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1143.See file dsdata.txt to determine how the superseded data were derived.
 TE1143
 TE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV967218(NAD 83)
 TE1143_MARKER: DB = BENCH MARK DISK
 TE1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1143_STAMPING: A 57 1934
 TE1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1143+STABILITY: SURFACE MOTION
 TE1143
 TE1143  HISTORY     - Date     Condition        Report By
 TE1143  HISTORY     - 1934     MONUMENTED       CGS
 TE1143
 TE1143                          STATION DESCRIPTION
 TE1143
 TE1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1143'2.5 MI W FROM SARLES.
 TE1143'IN TOWNER COUNTY, 2.5 MILES WEST ALONG A GRADED COUNTY ROAD FROM THE
 TE1143'GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, IN DASH
 TE1143'TOWNSHIP, AT THE CORNER COMMON TO SECTIONS 10, 11, 14 AND 15, AT A
 TE1143'ROAD INTERSECTION, 31 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 TE1143'SECTION-LINE ROAD, AND 39 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 TE1143'ROAD.  A STANDARD DISK, STAMPED A 57 1934 AND SET IN THE TOP OF A
 TE1143'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0361 ***********************************************************************
 TD0361  DESIGNATION -  A 58
 TD0361  PID         -  TD0361
 TD0361  STATE/COUNTY-  ND/WALSH
 TD0361  USGS QUAD   -  VOSS (1972)
 TD0361
 TD0361                         *CURRENT SURVEY CONTROL
 TD0361  ___________________________________________________________________
 TD0361* NAD 83(1986)-  48 19 30.     (N)    097 22 45.     (W)     SCALED    
 TD0361* NAVD 88     -       251.028  (meters)     823.58   (feet)  ADJUSTED  
 TD0361  ___________________________________________________________________
 TD0361  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 TD0361  DYNAMIC HT  -         251.085 (meters)     823.77  (feet)  COMP
 TD0361  MODELED GRAV-     980,833.8   (mgal)                       NAVD 88
 TD0361
 TD0361  VERT ORDER  -  SECOND    CLASS 0
 TD0361
 TD0361.The horizontal coordinates were scaled from a topographic map and have
 TD0361.an estimated accuracy of +/- 6 seconds.
 TD0361
 TD0361.The orthometric height was determined by differential leveling
 TD0361.and adjusted by the National Geodetic Survey in June 1991..
 TD0361
 TD0361.The geoid height was determined by GEOID03.
 TD0361
 TD0361.The dynamic height is computed by dividing the NAVD 88
 TD0361.geopotential number by the normal gravity value computed on the
 TD0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0361.degrees latitude (g = 980.6199 gals.).
 TD0361
 TD0361.The modeled gravity was interpolated from observed gravity values.
 TD0361
 TD0361;                    North         East    Units  Estimated Accuracy
 TD0361;SPC ND N     -   152,010.      831,350.      MT  (+/- 180 meters Scaled)
 TD0361
 TD0361                          SUPERSEDED SURVEY CONTROL
 TD0361
 TD0361  NGVD 29 (??/??/92)  250.691  (m)          822.48   (f) ADJ UNCH    2 0
 TD0361
 TD0361.Superseded values are not recommended for survey control.
 TD0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0361.See file dsdata.txt to determine how the superseded data were derived.
 TD0361
 TD0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU201536(NAD 83)
 TD0361_MARKER: DB = BENCH MARK DISK
 TD0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0361_STAMPING: A-58 -- 1934
 TD0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0361+STABILITY: SURFACE MOTION
 TD0361
 TD0361  HISTORY     - Date     Condition        Report By
 TD0361  HISTORY     - 1934     MONUMENTED       CGS
 TD0361
 TD0361                          STATION DESCRIPTION
 TD0361
 TD0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0361'2.3 MI N FROM MINTO.
 TD0361'2.3 MILES NORTH OF THE G.N.R. STATION AT MINTO.  169 YDS. SOUTH OF
 TD0361'MILE POST NO. 33.  100 FT. SOUTHEAST OF THE INTERSECTION OF THE
 TD0361'CENTERLINES OF THE G.N.R. AND A COUNTY ROAD THAT CROSSES THE TRACK.
 TD0361'38.1 FT. EAST OF EAST RAIL OF TRACK.  15 FT. SOUTHWEST OF A TELEGRAPH
 TD0361'POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0295 ***********************************************************************
 TD0295  DESIGNATION -  A 59
 TD0295  PID         -  TD0295
 TD0295  STATE/COUNTY-  ND/PEMBINA
 TD0295  USGS QUAD   -  JOLIETTE (1979)
 TD0295
 TD0295                         *CURRENT SURVEY CONTROL
 TD0295  ___________________________________________________________________
 TD0295* NAD 83(1986)-  48 50 12.     (N)    097 13 39.     (W)     SCALED    
 TD0295* NAVD 88     -       243.718  (meters)     799.60   (feet)  ADJUSTED  
 TD0295  ___________________________________________________________________
 TD0295  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 TD0295  DYNAMIC HT  -         243.784 (meters)     799.81  (feet)  COMP
 TD0295  MODELED GRAV-     980,876.0   (mgal)                       NAVD 88
 TD0295
 TD0295  VERT ORDER  -  SECOND    CLASS 0
 TD0295
 TD0295.The horizontal coordinates were scaled from a topographic map and have
 TD0295.an estimated accuracy of +/- 6 seconds.
 TD0295
 TD0295.The orthometric height was determined by differential leveling
 TD0295.and adjusted by the National Geodetic Survey in June 1991..
 TD0295
 TD0295.The geoid height was determined by GEOID03.
 TD0295
 TD0295.The dynamic height is computed by dividing the NAVD 88
 TD0295.geopotential number by the normal gravity value computed on the
 TD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0295.degrees latitude (g = 980.6199 gals.).
 TD0295
 TD0295.The modeled gravity was interpolated from observed gravity values.
 TD0295
 TD0295;                    North         East    Units  Estimated Accuracy
 TD0295;SPC ND N     -   209,320.      840,170.      MT  (+/- 180 meters Scaled)
 TD0295
 TD0295                          SUPERSEDED SURVEY CONTROL
 TD0295
 TD0295  NGVD 29 (??/??/92)  243.311  (m)          798.26   (f) ADJ UNCH    2 0
 TD0295
 TD0295.Superseded values are not recommended for survey control.
 TD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0295.See file dsdata.txt to determine how the superseded data were derived.
 TD0295
 TD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV300108(NAD 83)
 TD0295_MARKER: DB = BENCH MARK DISK
 TD0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0295_STAMPING: A-59 1934
 TD0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0295+STABILITY: SURFACE MOTION
 TD0295
 TD0295  HISTORY     - Date     Condition        Report By
 TD0295  HISTORY     - 1934     MONUMENTED       CGS
 TD0295  HISTORY     - 1968     GOOD             NDHD
 TD0295
 TD0295                          STATION DESCRIPTION
 TD0295
 TD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0295'9.6 MI S FROM PEMBINA.
 TD0295'9.6 MILES SOUTH OF THE N.P.R. STATION AT PEMBINA.  1.3 MILES NORTH OF
 TD0295'THE STATION AT JOLIETTE.  50 FT. NORTHEAST OF MILE POST NO. 180.  47
 TD0295'FT. WEST OF CENTERLINE OF HY. NO. 44.  38 FT. EAST OF EAST RAIL OF
 TD0295'TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 TD0295
 TD0295                          STATION RECOVERY (1968)
 TD0295
 TD0295'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968
 TD0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0054 ***********************************************************************
 TG0054  DESIGNATION -  A 6
 TG0054  PID         -  TG0054
 TG0054  STATE/COUNTY-  ND/BURKE
 TG0054  USGS QUAD   -  COTEAU (1948)
 TG0054
 TG0054                         *CURRENT SURVEY CONTROL
 TG0054  ___________________________________________________________________
 TG0054* NAD 83(1986)-  48 52 25.     (N)    102 21 25.     (W)     SCALED    
 TG0054* NAVD 88     -       594.680  (meters)    1951.05   (feet)  ADJUSTED  
 TG0054  ___________________________________________________________________
 TG0054  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TG0054  DYNAMIC HT  -         594.810 (meters)    1951.47  (feet)  COMP
 TG0054  MODELED GRAV-     980,808.6   (mgal)                       NAVD 88
 TG0054
 TG0054  VERT ORDER  -  FIRST     CLASS II
 TG0054
 TG0054.The horizontal coordinates were scaled from a topographic map and have
 TG0054.an estimated accuracy of +/- 6 seconds.
 TG0054
 TG0054.The orthometric height was determined by differential leveling
 TG0054.and adjusted by the National Geodetic Survey in June 1991..
 TG0054
 TG0054.The geoid height was determined by GEOID03.
 TG0054
 TG0054.The dynamic height is computed by dividing the NAVD 88
 TG0054.geopotential number by the normal gravity value computed on the
 TG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0054.degrees latitude (g = 980.6199 gals.).
 TG0054
 TG0054.The modeled gravity was interpolated from observed gravity values.
 TG0054
 TG0054;                    North         East    Units  Estimated Accuracy
 TG0054;SPC ND N     -   209,960.      463,790.      MT  (+/- 180 meters Scaled)
 TG0054
 TG0054                          SUPERSEDED SURVEY CONTROL
 TG0054
 TG0054  NGVD 29 (??/??/92)  594.272  (m)         1949.71   (f) ADJ UNCH    1 2
 TG0054
 TG0054.Superseded values are not recommended for survey control.
 TG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0054.See file dsdata.txt to determine how the superseded data were derived.
 TG0054
 TG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ937167(NAD 83)
 TG0054_MARKER: DB = BENCH MARK DISK
 TG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0054_STAMPING: A 6 ELEV. 1949.707 FT
 TG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0054+STABILITY: SURFACE MOTION
 TG0054
 TG0054  HISTORY     - Date     Condition        Report By
 TG0054  HISTORY     - UNK      MONUMENTED       CGS
 TG0054  HISTORY     - 1963     GOOD             NGS
 TG0054
 TG0054                          STATION DESCRIPTION
 TG0054
 TG0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0054'2.4 MI SE FROM FLAXTON.
 TG0054'ABOUT 2.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0054'AT FLAXTON, IN SECTION 9, T 162 N, R 90 W, 41 FEET NORTHEAST OF THE
 TG0054'NORTHEAST RAIL, 14 1/2 FEET SOUTHEAST OF THE FIRST POLE SOUTHEAST OF
 TG0054'MILE POST 538, 0.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 TG0054'FEET ABOVE THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 TG0054'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0200 ***********************************************************************
 SN0200  DESIGNATION -  A 6 B 1
 SN0200  PID         -  SN0200
 SN0200  STATE/COUNTY-  ND/SHERIDAN
 SN0200  USGS QUAD   -  KIEF (1958)
 SN0200
 SN0200                         *CURRENT SURVEY CONTROL
 SN0200  ___________________________________________________________________
 SN0200* NAD 83(1986)-  47 49 54.     (N)    100 30 47.     (W)     SCALED    
 SN0200* NAVD 88     -       512.074  (meters)    1680.03   (feet)  ADJUSTED  
 SN0200  ___________________________________________________________________
 SN0200  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SN0200  DYNAMIC HT  -         512.133 (meters)    1680.22  (feet)  COMP
 SN0200  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 SN0200
 SN0200  VERT ORDER  -  SECOND    CLASS 0
 SN0200
 SN0200.The horizontal coordinates were scaled from a topographic map and have
 SN0200.an estimated accuracy of +/- 6 seconds.
 SN0200
 SN0200.The orthometric height was determined by differential leveling
 SN0200.and adjusted by the National Geodetic Survey in June 1991..
 SN0200
 SN0200.The geoid height was determined by GEOID03.
 SN0200
 SN0200.The dynamic height is computed by dividing the NAVD 88
 SN0200.geopotential number by the normal gravity value computed on the
 SN0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0200.degrees latitude (g = 980.6199 gals.).
 SN0200
 SN0200.The modeled gravity was interpolated from observed gravity values.
 SN0200
 SN0200;                    North         East    Units  Estimated Accuracy
 SN0200;SPC ND N     -    92,470.      599,020.      MT  (+/- 180 meters Scaled)
 SN0200
 SN0200                          SUPERSEDED SURVEY CONTROL
 SN0200
 SN0200  NGVD 29 (??/??/92)  511.68   (m)         1678.7    (f) COMPUTED    2 0
 SN0200
 SN0200.Superseded values are not recommended for survey control.
 SN0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0200.See file dsdata.txt to determine how the superseded data were derived.
 SN0200
 SN0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT867986(NAD 83)
 SN0200_MARKER: DZ = AZIMUTH MARK DISK
 SN0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0200_SP_SET: PEDESTAL
 SN0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0200
 SN0200  HISTORY     - Date     Condition        Report By
 SN0200  HISTORY     - UNK      MONUMENTED       DOD
 SN0200  HISTORY     - 1962     GOOD             NGS
 SN0200
 SN0200                          STATION DESCRIPTION
 SN0200
 SN0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0200'2.2 MI S FROM KIEF.
 SN0200'ABOUT 0.4 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0200'MARIE RAILROAD FROM THE STATION AT KIEF, THENCE 1.5 MILE SOUTH ALONG A
 SN0200'GRADED ROAD, THENCE 0.2 MILE EAST ALONG A GRADED ROAD, THENCE 0.1 MILE
 SN0200'SOUTH ACROSS A FIELD, ON THE TOP OF A SLIGHT KNOLL IN THE FIELD, A 1
 SN0200'1/2 FOOT BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  CENTER OF THE
 SN0200'TRIBRACH WAS HELD.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0200'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0196 ***********************************************************************
 SN0196  DESIGNATION -  A 6 B 2
 SN0196  PID         -  SN0196
 SN0196  STATE/COUNTY-  ND/SHERIDAN
 SN0196  USGS QUAD   -  KIEF (1958)
 SN0196
 SN0196                         *CURRENT SURVEY CONTROL
 SN0196  ___________________________________________________________________
 SN0196* NAD 83(1986)-  47 50 02.     (N)    100 31 12.     (W)     SCALED    
 SN0196* NAVD 88     -       510.584  (meters)    1675.14   (feet)  ADJUSTED  
 SN0196  ___________________________________________________________________
 SN0196  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0196  DYNAMIC HT  -         510.643 (meters)    1675.33  (feet)  COMP
 SN0196  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 SN0196
 SN0196  VERT ORDER  -  SECOND    CLASS 0
 SN0196
 SN0196.The horizontal coordinates were scaled from a topographic map and have
 SN0196.an estimated accuracy of +/- 6 seconds.
 SN0196
 SN0196.The orthometric height was determined by differential leveling
 SN0196.and adjusted by the National Geodetic Survey in June 1991..
 SN0196
 SN0196.The geoid height was determined by GEOID03.
 SN0196
 SN0196.The dynamic height is computed by dividing the NAVD 88
 SN0196.geopotential number by the normal gravity value computed on the
 SN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0196.degrees latitude (g = 980.6199 gals.).
 SN0196
 SN0196.The modeled gravity was interpolated from observed gravity values.
 SN0196
 SN0196;                    North         East    Units  Estimated Accuracy
 SN0196;SPC ND N     -    92,710.      598,500.      MT  (+/- 180 meters Scaled)
 SN0196
 SN0196                          SUPERSEDED SURVEY CONTROL
 SN0196
 SN0196  NGVD 29 (??/??/92)  510.19   (m)         1673.8    (f) COMPUTED    2 0
 SN0196
 SN0196.Superseded values are not recommended for survey control.
 SN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0196.See file dsdata.txt to determine how the superseded data were derived.
 SN0196
 SN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT862989(NAD 83)
 SN0196_MARKER: DZ = AZIMUTH MARK DISK
 SN0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0196_SP_SET: PEDESTAL
 SN0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0196
 SN0196  HISTORY     - Date     Condition        Report By
 SN0196  HISTORY     - UNK      MONUMENTED       DOD
 SN0196  HISTORY     - 1962     GOOD             NGS
 SN0196
 SN0196                          STATION DESCRIPTION
 SN0196
 SN0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0196'1.8 MI SW FROM KIEF.
 SN0196'ABOUT 0.4 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0196'MARIE RAILROAD FROM THE STATION AT KIEF, THENCE 1.4 MILE SOUTH ALONG A
 SN0196'GRAVELED ROAD, ABOUT 0.1 MILE NORTH OF A GRADED ROAD INTERSECTION, IN
 SN0196'THE WEST EDGE OF A CULTIVATED FIELD, 138 FEET NORTHEAST OF THE
 SN0196'CENTERLINE OF THE JUNCTION, 92 FEET EAST OF THE CENTERLINE OF THE
 SN0196'NORTH-SOUTH ROAD, A 1 1/2 FOOT BY 4 FOOT CONCRETE PEDESTAL WITH
 SN0196'TRIBRACH, CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0199 ***********************************************************************
 SN0199  DESIGNATION -  A 6 Z
 SN0199  PID         -  SN0199
 SN0199  STATE/COUNTY-  ND/SHERIDAN
 SN0199  USGS QUAD   -  KIEF (1958)
 SN0199
 SN0199                         *CURRENT SURVEY CONTROL
 SN0199  ___________________________________________________________________
 SN0199* NAD 83(1986)-  47 49 56.     (N)    100 31 06.     (W)     SCALED    
 SN0199* NAVD 88     -       508.517  (meters)    1668.36   (feet)  ADJUSTED  
 SN0199  ___________________________________________________________________
 SN0199  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0199  DYNAMIC HT  -         508.575 (meters)    1668.55  (feet)  COMP
 SN0199  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 SN0199
 SN0199  VERT ORDER  -  SECOND    CLASS 0
 SN0199
 SN0199.The horizontal coordinates were scaled from a topographic map and have
 SN0199.an estimated accuracy of +/- 6 seconds.
 SN0199
 SN0199.The orthometric height was determined by differential leveling
 SN0199.and adjusted by the National Geodetic Survey in June 1991..
 SN0199
 SN0199.The geoid height was determined by GEOID03.
 SN0199
 SN0199.The dynamic height is computed by dividing the NAVD 88
 SN0199.geopotential number by the normal gravity value computed on the
 SN0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0199.degrees latitude (g = 980.6199 gals.).
 SN0199
 SN0199.The modeled gravity was interpolated from observed gravity values.
 SN0199
 SN0199;                    North         East    Units  Estimated Accuracy
 SN0199;SPC ND N     -    92,530.      598,630.      MT  (+/- 180 meters Scaled)
 SN0199
 SN0199                          SUPERSEDED SURVEY CONTROL
 SN0199
 SN0199  NGVD 29 (??/??/92)  508.12   (m)         1667.1    (f) COMPUTED    2 0
 SN0199
 SN0199.Superseded values are not recommended for survey control.
 SN0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0199.See file dsdata.txt to determine how the superseded data were derived.
 SN0199
 SN0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT863987(NAD 83)
 SN0199_MARKER: DB = BENCH MARK DISK
 SN0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0199_STAMPING: A6Z 1962
 SN0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0199+STABILITY: SURFACE MOTION
 SN0199
 SN0199  HISTORY     - Date     Condition        Report By
 SN0199  HISTORY     - 1962     MONUMENTED       CGS
 SN0199
 SN0199                          STATION DESCRIPTION
 SN0199
 SN0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0199'2 MI SW FROM KIEF.
 SN0199'ABOUT 0.4 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0199'MARIE RAILROAD FROM THE STATION AT KIEF, THENCE 1.55 MILE SOUTH ALONG
 SN0199'A GRADED ROAD, THENCE 0.05 MILE EAST ALONG A FARM DRIVE, AT THE
 SN0199'SOUTHEAST CORNER OF THE LOT AROUND A BARN, 65 FEET SOUTHEAST AND
 SN0199'ACROSS THE DRIVE FROM THE SOUTHEAST CORNER OF THE BARN, 18.5 FEET
 SN0199'SOUTH OF THE CENTERLINE OF THE DRIVE, 5 FEET NORTHWEST OF THE FENCE
 SN0199'CORNER, 4.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 0.5 FOOT LOWER
 SN0199'THAN THE DRIVE, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SN0199'FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0199'IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0197 ***********************************************************************
 SN0197  DESIGNATION -  A 6 Z RM 1
 SN0197  PID         -  SN0197
 SN0197  STATE/COUNTY-  ND/SHERIDAN
 SN0197  USGS QUAD   -  KIEF (1958)
 SN0197
 SN0197                         *CURRENT SURVEY CONTROL
 SN0197  ___________________________________________________________________
 SN0197* NAD 83(1986)-  47 49 57.     (N)    100 31 06.     (W)     SCALED    
 SN0197* NAVD 88     -       509.080  (meters)    1670.21   (feet)  ADJUSTED  
 SN0197  ___________________________________________________________________
 SN0197  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0197  DYNAMIC HT  -         509.138 (meters)    1670.40  (feet)  COMP
 SN0197  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 SN0197
 SN0197  VERT ORDER  -  SECOND    CLASS 0
 SN0197
 SN0197.The horizontal coordinates were scaled from a topographic map and have
 SN0197.an estimated accuracy of +/- 6 seconds.
 SN0197
 SN0197.The orthometric height was determined by differential leveling
 SN0197.and adjusted by the National Geodetic Survey in June 1991..
 SN0197
 SN0197.The geoid height was determined by GEOID03.
 SN0197
 SN0197.The dynamic height is computed by dividing the NAVD 88
 SN0197.geopotential number by the normal gravity value computed on the
 SN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0197.degrees latitude (g = 980.6199 gals.).
 SN0197
 SN0197.The modeled gravity was interpolated from observed gravity values.
 SN0197
 SN0197;                    North         East    Units  Estimated Accuracy
 SN0197;SPC ND N     -    92,560.      598,630.      MT  (+/- 180 meters Scaled)
 SN0197
 SN0197                          SUPERSEDED SURVEY CONTROL
 SN0197
 SN0197  NGVD 29 (??/??/92)  508.68   (m)         1668.9    (f) COMPUTED    2 0
 SN0197
 SN0197.Superseded values are not recommended for survey control.
 SN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0197.See file dsdata.txt to determine how the superseded data were derived.
 SN0197
 SN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT863988(NAD 83)
 SN0197_MARKER: DR = REFERENCE MARK DISK
 SN0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0197_STAMPING: A6Z NO 1 1962
 SN0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0197+STABILITY: SURFACE MOTION
 SN0197
 SN0197  HISTORY     - Date     Condition        Report By
 SN0197  HISTORY     - 1962     MONUMENTED       CGS
 SN0197
 SN0197                          STATION DESCRIPTION
 SN0197
 SN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0197'2 MI SW FROM KIEF.
 SN0197'ABOUT 0.4 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0197'MARIE RAILROAD FROM THE STATION AT KIEF, THENCE 1.55 MILE SOUTH ALONG
 SN0197'A GRADED ROAD, THENCE 0.05 MILE EAST ALONG A FARM DRIVE, AT THE
 SN0197'SOUTHEAST CORNER OF THE LOT AROUND A BARN, 47 FEET EAST OF THE
 SN0197'SOUTHEAST CORNER OF THE BARN, 36.5 FEET NORTH OF THE STATION BM, 17
 SN0197'FEET NORTH OF THE CENTERLINE OF THE DRIVE, 1.5 FEET WEST OF A FENCE
 SN0197'LINE, ABOUT 1 FOOT ABOVE THE DRIVE, A DISK IN THE TOP OF A CONCRETE
 SN0197'POST PROJECTING 0.1 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0197'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0198 ***********************************************************************
 SN0198  DESIGNATION -  A 6 Z RM 2
 SN0198  PID         -  SN0198
 SN0198  STATE/COUNTY-  ND/SHERIDAN
 SN0198  USGS QUAD   -  KIEF (1958)
 SN0198
 SN0198                         *CURRENT SURVEY CONTROL
 SN0198  ___________________________________________________________________
 SN0198* NAD 83(1986)-  47 49 56.     (N)    100 31 07.     (W)     SCALED    
 SN0198* NAVD 88     -       508.420  (meters)    1668.04   (feet)  ADJUSTED  
 SN0198  ___________________________________________________________________
 SN0198  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0198  DYNAMIC HT  -         508.478 (meters)    1668.23  (feet)  COMP
 SN0198  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 SN0198
 SN0198  VERT ORDER  -  SECOND    CLASS 0
 SN0198
 SN0198.The horizontal coordinates were scaled from a topographic map and have
 SN0198.an estimated accuracy of +/- 6 seconds.
 SN0198
 SN0198.The orthometric height was determined by differential leveling
 SN0198.and adjusted by the National Geodetic Survey in June 1991..
 SN0198
 SN0198.The geoid height was determined by GEOID03.
 SN0198
 SN0198.The dynamic height is computed by dividing the NAVD 88
 SN0198.geopotential number by the normal gravity value computed on the
 SN0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0198.degrees latitude (g = 980.6199 gals.).
 SN0198
 SN0198.The modeled gravity was interpolated from observed gravity values.
 SN0198
 SN0198;                    North         East    Units  Estimated Accuracy
 SN0198;SPC ND N     -    92,530.      598,610.      MT  (+/- 180 meters Scaled)
 SN0198
 SN0198                          SUPERSEDED SURVEY CONTROL
 SN0198
 SN0198  NGVD 29 (??/??/92)  508.02   (m)         1666.7    (f) COMPUTED    2 0
 SN0198
 SN0198.Superseded values are not recommended for survey control.
 SN0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0198.See file dsdata.txt to determine how the superseded data were derived.
 SN0198
 SN0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT863987(NAD 83)
 SN0198_MARKER: DR = REFERENCE MARK DISK
 SN0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0198_STAMPING: A6Z NO 2 1962
 SN0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0198+STABILITY: SURFACE MOTION
 SN0198
 SN0198  HISTORY     - Date     Condition        Report By
 SN0198  HISTORY     - 1962     MONUMENTED       CGS
 SN0198
 SN0198                          STATION DESCRIPTION
 SN0198
 SN0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0198'2 MI SW FROM KIEF.
 SN0198'ABOUT 0.4 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0198'MARIE RAILROAD FROM THE STATION AT KIEF, THENCE 1.55 MILE SOUTH ALONG
 SN0198'A GRAVELED ROAD, THENCE 0.05 MILE EAST ALONG A FARM DRIVE, AT THE
 SN0198'SOUTHEAST CORNER OF A LOT AROUND A BARN, 54 FEET SOUTHEAST AND ACROSS
 SN0198'THE DRIVE FROM THE SOUTHEAST CORNER OF THE BARN, 26.6 FEET WEST OF THE
 SN0198'STATION BM, 25 FEET SOUTH OF THE CENTERLINE OF THE DRIVE, 1.5 FEET
 SN0198'NORTH OF THE FENCE LINE, ABOUT LEVEL WITH THE DRIVE, A DISK IN THE TOP
 SN0198'OF A CONCRETE POST LEVEL WITH THE GROUND.  NOTE-- THE MINNEAPOLIS, ST.
 SN0198'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0605 ***********************************************************************
 TD0605  DESIGNATION -  A 60
 TD0605  PID         -  TD0605
 TD0605  STATE/COUNTY-  ND/CAVALIER
 TD0605  USGS QUAD   -  UNION (1972)
 TD0605
 TD0605                         *CURRENT SURVEY CONTROL
 TD0605  ___________________________________________________________________
 TD0605* NAD 83(1986)-  48 33 27.     (N)    097 56 54.     (W)     SCALED    
 TD0605* NAVD 88     -       421.864  (meters)    1384.07   (feet)  POSTED    
 TD0605  ___________________________________________________________________
 TD0605  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 TD0605  DYNAMIC HT  -         421.950 (meters)    1384.35  (feet)  COMP
 TD0605  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TD0605
 TD0605  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TD0605
 TD0605.The horizontal coordinates were scaled from a topographic map and have
 TD0605.an estimated accuracy of +/- 6 seconds.
 TD0605
 TD0605.The orthometric height was determined by differential leveling
 TD0605.and adjusted by the National Geodetic Survey in 1992..
 TD0605.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TD0605.rate of 4.1 thru 8.0 mm/km.
 TD0605
 TD0605.The geoid height was determined by GEOID03.
 TD0605
 TD0605.The dynamic height is computed by dividing the NAVD 88
 TD0605.geopotential number by the normal gravity value computed on the
 TD0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0605.degrees latitude (g = 980.6199 gals.).
 TD0605
 TD0605.The modeled gravity was interpolated from observed gravity values.
 TD0605
 TD0605;                    North         East    Units  Estimated Accuracy
 TD0605;SPC ND N     -   176,290.      788,320.      MT  (+/- 180 meters Scaled)
 TD0605
 TD0605                          SUPERSEDED SURVEY CONTROL
 TD0605
 TD0605  NGVD 29 (??/??/92)  421.50   (m)         1382.9    (f) COMPUTED    2 0
 TD0605
 TD0605.Superseded values are not recommended for survey control.
 TD0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0605.See file dsdata.txt to determine how the superseded data were derived.
 TD0605
 TD0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU776788(NAD 83)
 TD0605_MARKER: DB = BENCH MARK DISK
 TD0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0605_STAMPING: A 60 1934
 TD0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0605+STABILITY: SURFACE MOTION
 TD0605
 TD0605  HISTORY     - Date     Condition        Report By
 TD0605  HISTORY     - 1934     MONUMENTED       CGS
 TD0605  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0605
 TD0605                          STATION DESCRIPTION
 TD0605
 TD0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0605'6.5 MI NW FROM EDINBURG.
 TD0605'6.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TD0605'AT MILTON, CAVALIER COUNTY, 0.3 MILE SOUTHEAST OF THE STATION AT
 TD0605'UNION, 0.4 MILE SOUTHEAST OF MILEPOST 50, 134 FEET NORTHEAST OF THE
 TD0605'INTERSECTION OF TWO COUNTY ROADS CROSSING AT A RIGHT ANGLE, 22 FEET
 TD0605'EAST OF THE CENTERLINE OF A GRADED COUNTY ROAD, 31.8 FEET SOUTHWEST OF
 TD0605'THE SOUTHWEST RAIL, AND 2 FEET SOUTHEAST OF AN IRON RAIL RIGHT-OF-WAY
 TD0605'MARKER PROJECTING 12 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED A
 TD0605'60 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 TD0605'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1468 ***********************************************************************
 TE1468  DESIGNATION -  A 62
 TE1468  PID         -  TE1468
 TE1468  STATE/COUNTY-  ND/ROLETTE
 TE1468  USGS QUAD   -  MYLO NW (1971)
 TE1468
 TE1468                         *CURRENT SURVEY CONTROL
 TE1468  ___________________________________________________________________
 TE1468* NAD 83(1996)-  48 39 03.50359(N)    099 41 19.13776(W)     ADJUSTED  
 TE1468* NAVD 88     -       501.163  (meters)    1644.23   (feet)  ADJUSTED  
 TE1468  ___________________________________________________________________
 TE1468  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 TE1468  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 TE1468  DYNAMIC HT  -         501.277 (meters)    1644.61  (feet)  COMP
 TE1468  MODELED GRAV-     980,821.1   (mgal)                       NAVD 88
 TE1468
 TE1468  HORZ ORDER  -  SECOND
 TE1468  VERT ORDER  -  SECOND    CLASS 0
 TE1468
 TE1468.The horizontal coordinates were established by classical geodetic methods
 TE1468.and adjusted by the National Geodetic Survey in January 1998..
 TE1468
 TE1468.The orthometric height was determined by differential leveling
 TE1468.and adjusted by the National Geodetic Survey in June 1991..
 TE1468
 TE1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1468
 TE1468.The geoid height was determined by GEOID03.
 TE1468
 TE1468.The dynamic height is computed by dividing the NAVD 88
 TE1468.geopotential number by the normal gravity value computed on the
 TE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1468.degrees latitude (g = 980.6199 gals.).
 TE1468
 TE1468.The modeled gravity was interpolated from observed gravity values.
 TE1468
 TE1468;                    North         East     Units Scale Factor Converg.
 TE1468;SPC ND N     -   183,877.986   659,779.674   MT  0.99998471   +0 36 13.5
 TE1468;SPC ND N     -   603,274.23  2,164,631.48   iFT  0.99998471   +0 36 13.5
 TE1468;UTM  14      - 5,388,886.136   449,279.592   MT  0.99963161   -0 31 01.1
 TE1468
 TE1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1468!SPC ND N     -   0.99992492  x   0.99998471  =   0.99990963
 TE1468!UTM  14      -   0.99992492  x   0.99963161  =   0.99955656
 TE1468
 TE1468                          SUPERSEDED SURVEY CONTROL
 TE1468
 TE1468  NAD 83(1986)-  48 39 03.50557(N)    099 41 19.12396(W) AD(       ) 2
 TE1468  NAD 27      -  48 39 03.50445(N)    099 41 17.59696(W) AD(       ) 2
 TE1468  NGVD 29 (??/??/92)  500.789  (m)         1643.01   (f) ADJ UNCH    2 0
 TE1468
 TE1468.Superseded values are not recommended for survey control.
 TE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1468.See file dsdata.txt to determine how the superseded data were derived.
 TE1468
 TE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4928088886(NAD 83)
 TE1468_MARKER: DB = BENCH MARK DISK
 TE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1468_STAMPING: A-62--1934
 TE1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1468+STABILITY: SURFACE MOTION
 TE1468
 TE1468  HISTORY     - Date     Condition        Report By
 TE1468  HISTORY     - 1934     MONUMENTED       CGS
 TE1468  HISTORY     - 1968     GOOD             USGS
 TE1468
 TE1468                          STATION DESCRIPTION
 TE1468
 TE1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1468'3.3 MI W FROM MYLO.
 TE1468'3.3 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1468'RAILWAY FROM THE STATION AT MYLO, ROLETTE COUNTY, ABOUT 0.8 MILE EAST
 TE1468'OF THE STATION SIGN AND GRAIN ELEVATORS AT UMBRIA, 67 FEET NORTHEAST
 TE1468'OF THE CENTER OF A SECTION-LINE ROAD CROSSING, 65 FEET EAST OF THE
 TE1468'CENTER LINE OF THE ROAD, AND 38.8 FEET NORTH OF THE NORTH RAIL.  A
 TE1468'STANDARD DISK, STAMPED A 62 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1468'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 TE1468
 TE1468                          STATION RECOVERY (1968)
 TE1468
 TE1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1468'THE STATION IS LOCATED 3.3 MILES W FROM THE RR STATION AT MYLO, ABOUT
 TE1468'0.8 MILE E OF THE STATION SIGN AND GRAIN ELEVATORS AT UMBRIA.  IT IS
 TE1468'67 FEET NE OF THE CENTER OF A SECTION LINE ROAD CROSSING, 65 FEET
 TE1468'E OF THE CENTER LINE OF THE ROAD AND 36.8 FEET N OF THE N RAIL.
 TE1468'THE MARK IS A NGS BENCH MARK STAMPED A 62 1934, SET IN TOP OF A
 TE1468'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0474 ***********************************************************************
 TF0474  DESIGNATION -  A 63
 TF0474  PID         -  TF0474
 TF0474  STATE/COUNTY-  ND/BOTTINEAU
 TF0474  USGS QUAD   -  DEEP (1950)
 TF0474
 TF0474                         *CURRENT SURVEY CONTROL
 TF0474  ___________________________________________________________________
 TF0474* NAD 83(1986)-  48 41 07.     (N)    100 45 19.     (W)     SCALED    
 TF0474* NAVD 88     -       442.209  (meters)    1450.81   (feet)  ADJUSTED  
 TF0474  ___________________________________________________________________
 TF0474  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF0474  DYNAMIC HT  -         442.305 (meters)    1451.13  (feet)  COMP
 TF0474  MODELED GRAV-     980,814.5   (mgal)                       NAVD 88
 TF0474
 TF0474  VERT ORDER  -  SECOND    CLASS 0
 TF0474
 TF0474.The horizontal coordinates were scaled from a topographic map and have
 TF0474.an estimated accuracy of +/- 6 seconds.
 TF0474
 TF0474.The orthometric height was determined by differential leveling
 TF0474.and adjusted by the National Geodetic Survey in June 1991..
 TF0474
 TF0474.The geoid height was determined by GEOID03.
 TF0474
 TF0474.The dynamic height is computed by dividing the NAVD 88
 TF0474.geopotential number by the normal gravity value computed on the
 TF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0474.degrees latitude (g = 980.6199 gals.).
 TF0474
 TF0474.The modeled gravity was interpolated from observed gravity values.
 TF0474
 TF0474;                    North         East    Units  Estimated Accuracy
 TF0474;SPC ND N     -   187,410.      581,200.      MT  (+/- 180 meters Scaled)
 TF0474
 TF0474                          SUPERSEDED SURVEY CONTROL
 TF0474
 TF0474  NGVD 29 (??/??/92)  441.837  (m)         1449.59   (f) ADJ UNCH    2 0
 TF0474
 TF0474.Superseded values are not recommended for survey control.
 TF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0474.See file dsdata.txt to determine how the superseded data were derived.
 TF0474
 TF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU708939(NAD 83)
 TF0474_MARKER: DB = BENCH MARK DISK
 TF0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0474_STAMPING: A 63 1934
 TF0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0474+STABILITY: SURFACE MOTION
 TF0474
 TF0474  HISTORY     - Date     Condition        Report By
 TF0474  HISTORY     - 1934     MONUMENTED       CGS
 TF0474
 TF0474                          STATION DESCRIPTION
 TF0474
 TF0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0474'2.2 MI W FROM KRAMER.
 TF0474'2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT KRAMER,
 TF0474'BOTTINEAU COUNTY, 53 YARDS WEST OF MILEPOST 538, AT A COUNTY-ROAD
 TF0474'CROSSING, 37-1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 44 FEET
 TF0474'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED A 63 1934 AND SET
 TF0474'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1371 ***********************************************************************
 TF1371  DESIGNATION -  A 64
 TF1371  PID         -  TF1371
 TF1371  STATE/COUNTY-  ND/RENVILLE
 TF1371  USGS QUAD   -  GREENE (1949)
 TF1371
 TF1371                         *CURRENT SURVEY CONTROL
 TF1371  ___________________________________________________________________
 TF1371* NAD 83(1986)-  48 40 36.     (N)    101 43 45.     (W)     SCALED    
 TF1371* NAVD 88     -       517.514  (meters)    1697.88   (feet)  ADJUSTED  
 TF1371  ___________________________________________________________________
 TF1371  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 TF1371  DYNAMIC HT  -         517.622 (meters)    1698.23  (feet)  COMP
 TF1371  MODELED GRAV-     980,802.1   (mgal)                       NAVD 88
 TF1371
 TF1371  VERT ORDER  -  SECOND    CLASS 0
 TF1371
 TF1371.The horizontal coordinates were scaled from a topographic map and have
 TF1371.an estimated accuracy of +/- 6 seconds.
 TF1371
 TF1371.The orthometric height was determined by differential leveling
 TF1371.and adjusted by the National Geodetic Survey in June 1991..
 TF1371
 TF1371.The geoid height was determined by GEOID03.
 TF1371
 TF1371.The dynamic height is computed by dividing the NAVD 88
 TF1371.geopotential number by the normal gravity value computed on the
 TF1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1371.degrees latitude (g = 980.6199 gals.).
 TF1371
 TF1371.The modeled gravity was interpolated from observed gravity values.
 TF1371
 TF1371;                    North         East    Units  Estimated Accuracy
 TF1371;SPC ND N     -   187,140.      509,480.      MT  (+/- 180 meters Scaled)
 TF1371
 TF1371                          SUPERSEDED SURVEY CONTROL
 TF1371
 TF1371  NGVD 29 (??/??/92)  517.151  (m)         1696.69   (f) ADJ UNCH    2 0
 TF1371
 TF1371.Superseded values are not recommended for survey control.
 TF1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1371.See file dsdata.txt to determine how the superseded data were derived.
 TF1371
 TF1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU991951(NAD 83)
 TF1371_MARKER: DB = BENCH MARK DISK
 TF1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1371_STAMPING: A 64 1934
 TF1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1371+STABILITY: SURFACE MOTION
 TF1371
 TF1371  HISTORY     - Date     Condition        Report By
 TF1371  HISTORY     - 1934     MONUMENTED       CGS
 TF1371  HISTORY     - 1963     GOOD             NGS
 TF1371
 TF1371                          STATION DESCRIPTION
 TF1371
 TF1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1371'1.85 MI NW FROM GREENE.
 TF1371'ABOUT 1.85 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1371'STATION AT GREENE, IN SECTION 24, T 160 N, R 85 W, 16 1/2 RAILS
 TF1371'SOUTHEAST OF A PRIVATE ROAD CROSSING, 15 POLES SOUTHEAST OF MILE POST
 TF1371'585, 19 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 40 YARDS NORTHWEST
 TF1371'OF A SECTION LINE FENCE, 23 FEET SOUTHWEST OF A TELEPHONE POLE, 0.8
 TF1371'FEET NORTHWEST OF METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 TF1371'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0032 ***********************************************************************
 SN0032  DESIGNATION -  A 65
 SN0032  PID         -  SN0032
 SN0032  STATE/COUNTY-  ND/MCHENRY
 SN0032  USGS QUAD   -  DRAKE NW (1977)
 SN0032
 SN0032                         *CURRENT SURVEY CONTROL
 SN0032  ___________________________________________________________________
 SN0032* NAD 83(1986)-  47 54 40.     (N)    100 24 21.     (W)     SCALED    
 SN0032* NAVD 88     -       491.790  (meters)    1613.48   (feet)  ADJUSTED  
 SN0032  ___________________________________________________________________
 SN0032  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SN0032  DYNAMIC HT  -         491.859 (meters)    1613.71  (feet)  COMP
 SN0032  MODELED GRAV-     980,735.6   (mgal)                       NAVD 88
 SN0032
 SN0032  VERT ORDER  -  SECOND    CLASS 0
 SN0032
 SN0032.The horizontal coordinates were scaled from a topographic map and have
 SN0032.an estimated accuracy of +/- 6 seconds.
 SN0032
 SN0032.The orthometric height was determined by differential leveling
 SN0032.and adjusted by the National Geodetic Survey in June 1991..
 SN0032.WARNING-Repeat measurements at this control monument indicate possible
 SN0032.vertical movement.
 SN0032
 SN0032.The geoid height was determined by GEOID03.
 SN0032
 SN0032.The dynamic height is computed by dividing the NAVD 88
 SN0032.geopotential number by the normal gravity value computed on the
 SN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0032.degrees latitude (g = 980.6199 gals.).
 SN0032
 SN0032.The modeled gravity was interpolated from observed gravity values.
 SN0032
 SN0032;                    North         East    Units  Estimated Accuracy
 SN0032;SPC ND N     -   101,300.      607,040.      MT  (+/- 180 meters Scaled)
 SN0032
 SN0032                          SUPERSEDED SURVEY CONTROL
 SN0032
 SN0032  NGVD 29 (??/??/92)  491.402  (m)         1612.21   (f) ADJ UNCH    2 0
 SN0032
 SN0032.Superseded values are not recommended for survey control.
 SN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0032.See file dsdata.txt to determine how the superseded data were derived.
 SN0032
 SN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU949073(NAD 83)
 SN0032_MARKER: DB = BENCH MARK DISK
 SN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0032_STAMPING: A 65 1934
 SN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0032+STABILITY: SURFACE MOTION
 SN0032
 SN0032  HISTORY     - Date     Condition        Report By
 SN0032  HISTORY     - 1934     MONUMENTED       CGS
 SN0032  HISTORY     - 1962     GOOD             NGS
 SN0032
 SN0032                          STATION DESCRIPTION
 SN0032
 SN0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0032'2.1 MI SW FROM DRAKE.
 SN0032'ABOUT 2.1 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0032'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, ABOUT 0.6 MILE
 SN0032'SOUTHWEST OF THE CROSSING OF U. S. HIGHWAY 52, ABOUT 0.4 MILE OR 14
 SN0032'POLES NORTHEAST OF MILEPOST 421, 72 FEET SOUTHWEST OF THE CENTER OF A
 SN0032'FARM ROAD CROSSING, 56 FEET NORTH OF A POLE, 37.3 FEET WEST OF THE
 SN0032'WEST RAIL, ABOUT 3.5 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 SN0032'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MINNEAPOLIS,
 SN0032'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1455 ***********************************************************************
 TE1455  DESIGNATION -  A 67
 TE1455  PID         -  TE1455
 TE1455  STATE/COUNTY-  ND/ROLETTE
 TE1455  USGS QUAD   -  SAINT JOHN (1969)
 TE1455
 TE1455                         *CURRENT SURVEY CONTROL
 TE1455  ___________________________________________________________________
 TE1455* NAD 83(1986)-  48 52 33.     (N)    099 38 04.     (W)     SCALED    
 TE1455* NAVD 88     -       556.281  (meters)    1825.07   (feet)  ADJUSTED  
 TE1455  ___________________________________________________________________
 TE1455  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TE1455  DYNAMIC HT  -         556.416 (meters)    1825.51  (feet)  COMP
 TE1455  MODELED GRAV-     980,834.0   (mgal)                       NAVD 88
 TE1455
 TE1455  VERT ORDER  -  SECOND    CLASS 0
 TE1455
 TE1455.The horizontal coordinates were scaled from a topographic map and have
 TE1455.an estimated accuracy of +/- 6 seconds.
 TE1455
 TE1455.The orthometric height was determined by differential leveling
 TE1455.and adjusted by the National Geodetic Survey in June 1991..
 TE1455
 TE1455.The geoid height was determined by GEOID03.
 TE1455
 TE1455.The dynamic height is computed by dividing the NAVD 88
 TE1455.geopotential number by the normal gravity value computed on the
 TE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1455.degrees latitude (g = 980.6199 gals.).
 TE1455
 TE1455.The modeled gravity was interpolated from observed gravity values.
 TE1455
 TE1455;                    North         East    Units  Estimated Accuracy
 TE1455;SPC ND N     -   208,930.      663,490.      MT  (+/- 180 meters Scaled)
 TE1455
 TE1455                          SUPERSEDED SURVEY CONTROL
 TE1455
 TE1455  NGVD 29 (??/??/92)  555.874  (m)         1823.73   (f) ADJ UNCH    2 0
 TE1455
 TE1455.Superseded values are not recommended for survey control.
 TE1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1455.See file dsdata.txt to determine how the superseded data were derived.
 TE1455
 TE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV534138(NAD 83)
 TE1455_MARKER: DB = BENCH MARK DISK
 TE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1455_STAMPING: A-67--1934
 TE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1455+STABILITY: SURFACE MOTION
 TE1455
 TE1455  HISTORY     - Date     Condition        Report By
 TE1455  HISTORY     - 1934     MONUMENTED       CGS
 TE1455  HISTORY     - 1935     GOOD             NGS
 TE1455
 TE1455                          STATION DESCRIPTION
 TE1455
 TE1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1455'1.5 MI NW FROM ROLLA.
 TE1455'1.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1455'AT ROLLA, ROLETTE COUNTY, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 49,
 TE1455'48.3 FEET EAST OF THE CENTER OF THE CROSSING OF A SECTION ROAD, AND 2
 TE1455'FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 TE1455'67 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 TE1455'INCHES ABOVE GROUND.
 TE1455
 TE1455                          STATION RECOVERY (1935)
 TE1455
 TE1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0841 ***********************************************************************
 TG0841  DESIGNATION -  A 7
 TG0841  PID         -  TG0841
 TG0841  STATE/COUNTY-  ND/MOUNTRAIL
 TG0841  USGS QUAD   -  WHITE EARTH (1969)
 TG0841
 TG0841                         *CURRENT SURVEY CONTROL
 TG0841  ___________________________________________________________________
 TG0841* NAD 83(1986)-  48 23 15.     (N)    102 51 25.     (W)     SCALED    
 TG0841* NAVD 88     -       647.562  (meters)    2124.54   (feet)  ADJUSTED  
 TG0841  ___________________________________________________________________
 TG0841  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0841  DYNAMIC HT  -         647.654 (meters)    2124.84  (feet)  COMP
 TG0841  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 TG0841
 TG0841  VERT ORDER  -  FIRST     CLASS II
 TG0841
 TG0841.The horizontal coordinates were scaled from a topographic map and have
 TG0841.an estimated accuracy of +/- 6 seconds.
 TG0841
 TG0841.The orthometric height was determined by differential leveling
 TG0841.and adjusted by the National Geodetic Survey in June 1991..
 TG0841.WARNING-Repeat measurements at this control monument indicate possible
 TG0841.vertical movement.
 TG0841
 TG0841.The geoid height was determined by GEOID03.
 TG0841
 TG0841.The dynamic height is computed by dividing the NAVD 88
 TG0841.geopotential number by the normal gravity value computed on the
 TG0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0841.degrees latitude (g = 980.6199 gals.).
 TG0841
 TG0841.The modeled gravity was interpolated from observed gravity values.
 TG0841
 TG0841;                    North         East    Units  Estimated Accuracy
 TG0841;SPC ND N     -   156,940.      425,470.      MT  (+/- 180 meters Scaled)
 TG0841
 TG0841                          SUPERSEDED SURVEY CONTROL
 TG0841
 TG0841  NGVD 29 (??/??/92)  647.076  (m)         2122.95   (f) ADJ UNCH    1 2
 TG0841
 TG0841.Superseded values are not recommended for survey control.
 TG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0841.See file dsdata.txt to determine how the superseded data were derived.
 TG0841
 TG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP586615(NAD 83)
 TG0841_MARKER: DB = BENCH MARK DISK
 TG0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0841_STAMPING: ELEV 2122.811 FT A 7
 TG0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0841+STABILITY: SURFACE MOTION
 TG0841
 TG0841  HISTORY     - Date     Condition        Report By
 TG0841  HISTORY     - UNK      MONUMENTED       CGS
 TG0841  HISTORY     - 1963     GOOD             NGS
 TG0841
 TG0841                          STATION DESCRIPTION
 TG0841
 TG0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0841'4.1 MI SE FROM TIOGA.
 TG0841'4.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0841'AT TIOGA, OR 4.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM
 TG0841'THE STATION AT WHITE EARTH, ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 78,
 TG0841'ABOUT 0.25 MILE SOUTHEAST OF A GRAVELED ROAD CROSSING, ABOUT 16 RAILS
 TG0841'SOUTHEAST OF THE SOUTHEAST END OF RAILROAD BRIDGE NO. 195.6, 90.0 FEET
 TG0841'NORTHEAST OF THE NORTHEAST RAIL, 30.5 FEET NORTH OF THE 11TH POLE
 TG0841'SOUTHEAST OF THE ROAD, 8.5 FEET SOUTHWEST OF A FENCE, 1.2 FEET WEST OF
 TG0841'A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND
 TG0841'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S 29, R 94 W, T
 TG0841'157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0407 ***********************************************************************
 SN0407  DESIGNATION -  A 7 B 1
 SN0407  PID         -  SN0407
 SN0407  STATE/COUNTY-  ND/MCHENRY
 SN0407  USGS QUAD   -  BALFOUR (1958)
 SN0407
 SN0407                         *CURRENT SURVEY CONTROL
 SN0407  ___________________________________________________________________
 SN0407* NAD 83(1986)-  47 53 31.     (N)    100 34 51.     (W)     SCALED    
 SN0407* NAVD 88     -       503.293  (meters)    1651.22   (feet)  ADJUSTED  
 SN0407  ___________________________________________________________________
 SN0407  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SN0407  DYNAMIC HT  -         503.356 (meters)    1651.43  (feet)  COMP
 SN0407  MODELED GRAV-     980,721.6   (mgal)                       NAVD 88
 SN0407
 SN0407  VERT ORDER  -  SECOND    CLASS 0
 SN0407
 SN0407.The horizontal coordinates were scaled from a topographic map and have
 SN0407.an estimated accuracy of +/- 6 seconds.
 SN0407
 SN0407.The orthometric height was determined by differential leveling
 SN0407.and adjusted by the National Geodetic Survey in June 1991..
 SN0407
 SN0407.The geoid height was determined by GEOID03.
 SN0407
 SN0407.The dynamic height is computed by dividing the NAVD 88
 SN0407.geopotential number by the normal gravity value computed on the
 SN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0407.degrees latitude (g = 980.6199 gals.).
 SN0407
 SN0407.The modeled gravity was interpolated from observed gravity values.
 SN0407
 SN0407;                    North         East    Units  Estimated Accuracy
 SN0407;SPC ND N     -    99,170.      593,960.      MT  (+/- 180 meters Scaled)
 SN0407
 SN0407                          SUPERSEDED SURVEY CONTROL
 SN0407
 SN0407  NGVD 29 (??/??/92)  502.90   (m)         1649.9    (f) COMPUTED    2 0
 SN0407
 SN0407.Superseded values are not recommended for survey control.
 SN0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0407.See file dsdata.txt to determine how the superseded data were derived.
 SN0407
 SN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU818055(NAD 83)
 SN0407_MARKER: DZ = AZIMUTH MARK DISK
 SN0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0407_SP_SET: PEDESTAL
 SN0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0407
 SN0407  HISTORY     - Date     Condition        Report By
 SN0407  HISTORY     - UNK      MONUMENTED       DOD
 SN0407  HISTORY     - 1962     GOOD             NGS
 SN0407
 SN0407                          STATION DESCRIPTION
 SN0407
 SN0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0407'5.3 MI NW FROM KIEF.
 SN0407'ABOUT 0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0407'AT KIEF, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0
 SN0407'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES WEST ALONG A
 SN0407'GRAVELED ROAD, ABOUT 0.2 MILE EAST OF A T-ROAD JUNCTION, IN A
 SN0407'CULTIVATED FIELD, 240 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT
 SN0407'10 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 SN0407'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0406 ***********************************************************************
 SN0406  DESIGNATION -  A 7 B 2
 SN0406  PID         -  SN0406
 SN0406  STATE/COUNTY-  ND/MCHENRY
 SN0406  USGS QUAD   -  BALFOUR (1958)
 SN0406
 SN0406                         *CURRENT SURVEY CONTROL
 SN0406  ___________________________________________________________________
 SN0406* NAD 83(1986)-  47 53 41.     (N)    100 34 52.     (W)     SCALED    
 SN0406* NAVD 88     -       496.332  (meters)    1628.38   (feet)  ADJUSTED  
 SN0406  ___________________________________________________________________
 SN0406  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SN0406  DYNAMIC HT  -         496.395 (meters)    1628.59  (feet)  COMP
 SN0406  MODELED GRAV-     980,722.2   (mgal)                       NAVD 88
 SN0406
 SN0406  VERT ORDER  -  SECOND    CLASS 0
 SN0406
 SN0406.The horizontal coordinates were scaled from a topographic map and have
 SN0406.an estimated accuracy of +/- 6 seconds.
 SN0406
 SN0406.The orthometric height was determined by differential leveling
 SN0406.and adjusted by the National Geodetic Survey in June 1991..
 SN0406
 SN0406.The geoid height was determined by GEOID03.
 SN0406
 SN0406.The dynamic height is computed by dividing the NAVD 88
 SN0406.geopotential number by the normal gravity value computed on the
 SN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0406.degrees latitude (g = 980.6199 gals.).
 SN0406
 SN0406.The modeled gravity was interpolated from observed gravity values.
 SN0406
 SN0406;                    North         East    Units  Estimated Accuracy
 SN0406;SPC ND N     -    99,480.      593,940.      MT  (+/- 180 meters Scaled)
 SN0406
 SN0406                          SUPERSEDED SURVEY CONTROL
 SN0406
 SN0406  NGVD 29 (??/??/92)  495.94   (m)         1627.1    (f) COMPUTED    2 0
 SN0406
 SN0406.Superseded values are not recommended for survey control.
 SN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0406.See file dsdata.txt to determine how the superseded data were derived.
 SN0406
 SN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU818058(NAD 83)
 SN0406_MARKER: DZ = AZIMUTH MARK DISK
 SN0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0406_SP_SET: PEDESTAL
 SN0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0406
 SN0406  HISTORY     - Date     Condition        Report By
 SN0406  HISTORY     - UNK      MONUMENTED       DOD
 SN0406  HISTORY     - 1962     GOOD             NGS
 SN0406
 SN0406                          STATION DESCRIPTION
 SN0406
 SN0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0406'5.3 MI NW FROM KIEF.
 SN0406'ABOUT 0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0406'AT KIEF, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0
 SN0406'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES WEST ALONG A
 SN0406'GRAVELED ROAD, ABOUT 482 YARDS NORTH OF THE CENTERLINE OF THE GRAVELED
 SN0406'ROAD, IN A LARGE FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0406'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0404 ***********************************************************************
 SN0404  DESIGNATION -  A 7 Z
 SN0404  PID         -  SN0404
 SN0404  STATE/COUNTY-  ND/MCHENRY
 SN0404  USGS QUAD   -  BALFOUR (1958)
 SN0404
 SN0404                         *CURRENT SURVEY CONTROL
 SN0404  ___________________________________________________________________
 SN0404* NAD 83(1986)-  47 53 29.     (N)    100 34 31.     (W)     SCALED    
 SN0404* NAVD 88     -       502.795  (meters)    1649.59   (feet)  ADJUSTED  
 SN0404  ___________________________________________________________________
 SN0404  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SN0404  DYNAMIC HT  -         502.858 (meters)    1649.79  (feet)  COMP
 SN0404  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 SN0404
 SN0404  VERT ORDER  -  SECOND    CLASS 0
 SN0404
 SN0404.The horizontal coordinates were scaled from a topographic map and have
 SN0404.an estimated accuracy of +/- 6 seconds.
 SN0404
 SN0404.The orthometric height was determined by differential leveling
 SN0404.and adjusted by the National Geodetic Survey in June 1991..
 SN0404
 SN0404.The geoid height was determined by GEOID03.
 SN0404
 SN0404.The dynamic height is computed by dividing the NAVD 88
 SN0404.geopotential number by the normal gravity value computed on the
 SN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0404.degrees latitude (g = 980.6199 gals.).
 SN0404
 SN0404.The modeled gravity was interpolated from observed gravity values.
 SN0404
 SN0404;                    North         East    Units  Estimated Accuracy
 SN0404;SPC ND N     -    99,110.      594,370.      MT  (+/- 180 meters Scaled)
 SN0404
 SN0404                          SUPERSEDED SURVEY CONTROL
 SN0404
 SN0404  NGVD 29 (??/??/92)  502.40   (m)         1648.3    (f) COMPUTED    2 0
 SN0404
 SN0404.Superseded values are not recommended for survey control.
 SN0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0404.See file dsdata.txt to determine how the superseded data were derived.
 SN0404
 SN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU822054(NAD 83)
 SN0404_MARKER: DB = BENCH MARK DISK
 SN0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0404_STAMPING: A 7 Z 1962
 SN0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0404+STABILITY: SURFACE MOTION
 SN0404
 SN0404  HISTORY     - Date     Condition        Report By
 SN0404  HISTORY     - 1962     MONUMENTED       CGS
 SN0404
 SN0404                          STATION DESCRIPTION
 SN0404
 SN0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0404'5.0 MI NW FROM KIEF.
 SN0404'ABOUT 0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0404'AT KIEF, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0
 SN0404'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES WEST ALONG A
 SN0404'GRAVELED ROAD, ON THE WEST SLOPE AND NEAR THE TOP OF A HILL, IN THE
 SN0404'SOUTHEAST CORNER OF A FIELD, 45.0 FEET NORTH OF THE CENTERLINE OF THE
 SN0404'ROAD, 5.0 FEET NORTHWEST OF A FENCE CORNER, 3.5 FEET WEST OF A
 SN0404'NORTH-SOUTH FENCE, 5.5 FEET FROM A WITNESS POST, AND SET IN THE TOP OF
 SN0404'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0405 ***********************************************************************
 SN0405  DESIGNATION -  A 7 Z RM 2
 SN0405  PID         -  SN0405
 SN0405  STATE/COUNTY-  ND/MCHENRY
 SN0405  USGS QUAD   -  BALFOUR (1958)
 SN0405
 SN0405                         *CURRENT SURVEY CONTROL
 SN0405  ___________________________________________________________________
 SN0405* NAD 83(1986)-  47 53 29.     (N)    100 34 31.     (W)     SCALED    
 SN0405* NAVD 88     -       502.176  (meters)    1647.56   (feet)  ADJUSTED  
 SN0405  ___________________________________________________________________
 SN0405  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 SN0405  DYNAMIC HT  -         502.239 (meters)    1647.76  (feet)  COMP
 SN0405  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 SN0405
 SN0405  VERT ORDER  -  SECOND    CLASS 0
 SN0405
 SN0405.The horizontal coordinates were scaled from a topographic map and have
 SN0405.an estimated accuracy of +/- 6 seconds.
 SN0405
 SN0405.The orthometric height was determined by differential leveling
 SN0405.and adjusted by the National Geodetic Survey in June 1991..
 SN0405
 SN0405.The geoid height was determined by GEOID03.
 SN0405
 SN0405.The dynamic height is computed by dividing the NAVD 88
 SN0405.geopotential number by the normal gravity value computed on the
 SN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0405.degrees latitude (g = 980.6199 gals.).
 SN0405
 SN0405.The modeled gravity was interpolated from observed gravity values.
 SN0405
 SN0405;                    North         East    Units  Estimated Accuracy
 SN0405;SPC ND N     -    99,110.      594,370.      MT  (+/- 180 meters Scaled)
 SN0405
 SN0405                          SUPERSEDED SURVEY CONTROL
 SN0405
 SN0405  NGVD 29 (??/??/92)  501.79   (m)         1646.3    (f) COMPUTED    2 0
 SN0405
 SN0405.Superseded values are not recommended for survey control.
 SN0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0405.See file dsdata.txt to determine how the superseded data were derived.
 SN0405
 SN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU822054(NAD 83)
 SN0405_MARKER: DR = REFERENCE MARK DISK
 SN0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0405_STAMPING: A 7 Z NO 2 1962
 SN0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0405+STABILITY: SURFACE MOTION
 SN0405
 SN0405  HISTORY     - Date     Condition        Report By
 SN0405  HISTORY     - 1962     MONUMENTED       CGS
 SN0405
 SN0405                          STATION DESCRIPTION
 SN0405
 SN0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0405'5.0 MI NW FROM KIEF.
 SN0405'ABOUT 0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0405'AT KIEF, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0
 SN0405'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.5 MILES WEST ALONG A
 SN0405'GRAVELED ROAD, ON THE WEST SLOPE AND NEAR THE TOP OF A HILL, 38.5 FEET
 SN0405'NORTH OF THE CENTERLINE OF THE ROAD, 31.5 FEET WEST OF A FENCE CORNER,
 SN0405'28.7 FEET WEST-SOUTHWEST OF THE STATION A 7 Z 1962, 1.8 FEET SOUTH OF
 SN0405'A FENCE, 31.1 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 SN0405'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0951 ***********************************************************************
 SM0951  DESIGNATION -  A 70 RESET
 SM0951  PID         -  SM0951
 SM0951  STATE/COUNTY-  ND/WELLS
 SM0951  USGS QUAD   -  MANFRED SW (1986)
 SM0951
 SM0951                         *CURRENT SURVEY CONTROL
 SM0951  ___________________________________________________________________
 SM0951* NAD 83(1986)-  47 34 38.     (N)    099 55 37.     (W)     SCALED    
 SM0951* NAVD 88     -       517.50   (+/-2cm)    1697.8    (feet)  VERTCON   
 SM0951  ___________________________________________________________________
 SM0951  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SM0951
 SM0951  VERT ORDER  -  THIRD (See Below)
 SM0951
 SM0951.The horizontal coordinates were scaled from a topographic map and have
 SM0951.an estimated accuracy of +/- 6 seconds.
 SM0951
 SM0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0951.The vertical order pertains to the NGVD 29 superseded value.
 SM0951
 SM0951.The geoid height was determined by GEOID03.
 SM0951
 SM0951;                    North         East    Units  Estimated Accuracy
 SM0951;SPC ND N     -    64,340.      643,110.      MT  (+/- 180 meters Scaled)
 SM0951
 SM0951                          SUPERSEDED SURVEY CONTROL
 SM0951
 SM0951  NGVD 29 (??/??/??)  517.09   (m)         1696.5    (f) RESET       3  
 SM0951
 SM0951.Superseded values are not recommended for survey control.
 SM0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0951.See file dsdata.txt to determine how the superseded data were derived.
 SM0951
 SM0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT302697(NAD 83)
 SM0951_MARKER: DB = BENCH MARK DISK
 SM0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0951_STAMPING: A 70 RESET 1960
 SM0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0951+STABILITY: SURFACE MOTION
 SM0951
 SM0951  HISTORY     - Date     Condition        Report By
 SM0951  HISTORY     - 1960     MONUMENTED       CGS
 SM0951
 SM0951                          STATION DESCRIPTION
 SM0951
 SM0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SM0951'8.85 MI N FROM HURDSFIELD.
 SM0951'ABOUT 8.85 MILES NORTH ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH
 SM0951'STATE HIGHWAY 7 AT THE SOUTHEAST EDGE OF HURDSFIELD, WELLS COUNTY,
 SM0951'ACROSS THE HIGHWAY FROM A FARMHOUSE, 99 FEET WEST OF THE CENTERLINE OF
 SM0951'THE HIGHWAY, 63 FEET WEST OF THE WEST END OF A STOCK UNDERPASS, ONE
 SM0951'FOOT SOUTH OF A LANE FENCE AND SET IN THE TOP OF A CONCRETE POST
 SM0951'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA5892 ***********************************************************************
 AA5892  DESIGNATION -  A 70 RESET
 AA5892  PID         -  AA5892
 AA5892  STATE/COUNTY-  ND/WELLS
 AA5892  USGS QUAD   -  MANFRED SW (1986)
 AA5892
 AA5892                         *CURRENT SURVEY CONTROL
 AA5892  ___________________________________________________________________
 AA5892* NAD 83(1986)-  47 34 38.     (N)    099 55 37.     (W)     SCALED    
 AA5892* NAVD 88     -       517.50   (+/-2cm)    1697.8    (feet)  VERTCON   
 AA5892  ___________________________________________________________________
 AA5892  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 AA5892
 AA5892  VERT ORDER  -  THIRD (See Below)
 AA5892
 AA5892.The horizontal coordinates were scaled from a topographic map and have
 AA5892.an estimated accuracy of +/- 6 seconds.
 AA5892
 AA5892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5892.The vertical order pertains to the NGVD 29 superseded value.
 AA5892
 AA5892.The geoid height was determined by GEOID03.
 AA5892
 AA5892;                    North         East    Units  Estimated Accuracy
 AA5892;SPC ND N     -    64,340.      643,110.      MT  (+/- 180 meters Scaled)
 AA5892
 AA5892                          SUPERSEDED SURVEY CONTROL
 AA5892
 AA5892  NGVD 29 (11/04/04)  517.09   (m)         1696.5    (f) RESET       3  
 AA5892
 AA5892.Superseded values are not recommended for survey control.
 AA5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5892.See file dsdata.txt to determine how the superseded data were derived.
 AA5892
 AA5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT302697(NAD 83)
 AA5892_MARKER: DB = BENCH MARK DISK
 AA5892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5892_STAMPING: A 70 RESET 1952
 AA5892_MARK LOGO: CGS   
 AA5892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5892+STABILITY: SURFACE MOTION
 AA5892
 AA5892  HISTORY     - Date     Condition        Report By
 AA5892  HISTORY     - 1952     MONUMENTED       CGS
 AA5892
 AA5892                          STATION DESCRIPTION
 AA5892
 AA5892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JAR)
 AA5892'8.4 MILES (13.5 KM) NORTH ALONG STATE HIGHWAY 3 IN HURDSFIELD, ABOUT
 AA5892'0.2 MILE (0.3 KM) WEST-SOUTHWEST OF A FARMHOUSE, 115 FEET (35.1 M)
 AA5892'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT (0.3 M) NORTH OF AN
 AA5892'EAST-WEST FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 AA5892'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0897 ***********************************************************************
 SM0897  DESIGNATION -  A 71
 SM0897  PID         -  SM0897
 SM0897  STATE/COUNTY-  ND/KIDDER
 SM0897  USGS QUAD   -  TUTTLE SW (1986)
 SM0897
 SM0897                         *CURRENT SURVEY CONTROL
 SM0897  ___________________________________________________________________
 SM0897* NAD 83(1986)-  47 04 02.     (N)    099 56 47.     (W)     SCALED    
 SM0897* NAVD 88     -       545.168  (meters)    1788.61   (feet)  ADJUSTED  
 SM0897  ___________________________________________________________________
 SM0897  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM0897  DYNAMIC HT  -         545.191 (meters)    1788.68  (feet)  COMP
 SM0897  MODELED GRAV-     980,637.0   (mgal)                       NAVD 88
 SM0897
 SM0897  VERT ORDER  -  SECOND    CLASS 0
 SM0897
 SM0897.The horizontal coordinates were scaled from a topographic map and have
 SM0897.an estimated accuracy of +/- 6 seconds.
 SM0897
 SM0897.The orthometric height was determined by differential leveling
 SM0897.and adjusted by the National Geodetic Survey in June 1991..
 SM0897
 SM0897.The geoid height was determined by GEOID03.
 SM0897
 SM0897.The dynamic height is computed by dividing the NAVD 88
 SM0897.geopotential number by the normal gravity value computed on the
 SM0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0897.degrees latitude (g = 980.6199 gals.).
 SM0897
 SM0897.The modeled gravity was interpolated from observed gravity values.
 SM0897
 SM0897;                    North         East    Units  Estimated Accuracy
 SM0897;SPC ND S     -   155,830.      642,050.      MT  (+/- 180 meters Scaled)
 SM0897
 SM0897                          SUPERSEDED SURVEY CONTROL
 SM0897
 SM0897  NGVD 29 (??/??/92)  544.754  (m)         1787.25   (f) ADJ UNCH    2 0
 SM0897
 SM0897.Superseded values are not recommended for survey control.
 SM0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0897.See file dsdata.txt to determine how the superseded data were derived.
 SM0897
 SM0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT281130(NAD 83)
 SM0897_MARKER: DB = BENCH MARK DISK
 SM0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0897_STAMPING: A-71 -- 1934
 SM0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0897+STABILITY: SURFACE MOTION
 SM0897
 SM0897  HISTORY     - Date     Condition        Report By
 SM0897  HISTORY     - 1934     MONUMENTED       CGS
 SM0897  HISTORY     - 1959     GOOD             NGS
 SM0897
 SM0897                          STATION DESCRIPTION
 SM0897
 SM0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0897'16.0 MI N FROM STEELE.
 SM0897'16 MILES NORTH OF, ALONG, STATE ROAD 3.  A-71 IS LOCATED 16 MILES
 SM0897'NORTH OF STEELE.  15.1 MILES NORTH OF JUNCTION STATE NO. 3 AND FEDERAL
 SM0897'ROAD S NO. 10.  98 FEET SOUTH OF CENTERLINE OF SECTION ROAD. 67 FEET
 SM0897'SOUTH OF 18 IN. CORRUGATED IRON CULVERT. 42 FEET WEST OF CENTERLINE OF
 SM0897'STATE ROAD 3.  5 FEET SOUTH OF FENCE CORNER. 1 FOOT EAST OF R/W FENCE.
 SM0897'STANDARD TABLET SET IN CONCRETE POST 5 IN. HIGH.
 SM0897
 SM0897                          STATION RECOVERY (1959)
 SM0897
 SM0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SM0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0898 ***********************************************************************
 SM0898  DESIGNATION -  A 71 RESET
 SM0898  PID         -  SM0898
 SM0898  STATE/COUNTY-  ND/KIDDER
 SM0898  USGS QUAD   -  TUTTLE SW (1986)
 SM0898
 SM0898                         *CURRENT SURVEY CONTROL
 SM0898  ___________________________________________________________________
 SM0898* NAD 83(1986)-  47 04 03.     (N)    099 56 48.     (W)     SCALED    
 SM0898* NAVD 88     -       545.17   (+/-2cm)    1788.6    (feet)  VERTCON   
 SM0898  ___________________________________________________________________
 SM0898  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM0898
 SM0898  VERT ORDER  -  THIRD (See Below)
 SM0898
 SM0898.The horizontal coordinates were scaled from a topographic map and have
 SM0898.an estimated accuracy of +/- 6 seconds.
 SM0898
 SM0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0898.The vertical order pertains to the NGVD 29 superseded value.
 SM0898
 SM0898.The geoid height was determined by GEOID03.
 SM0898
 SM0898;                    North         East    Units  Estimated Accuracy
 SM0898;SPC ND S     -   155,860.      642,030.      MT  (+/- 180 meters Scaled)
 SM0898
 SM0898                          SUPERSEDED SURVEY CONTROL
 SM0898
 SM0898  NGVD 29 (??/??/??)  544.75   (m)         1787.2    (f) RESET       3  
 SM0898
 SM0898.Superseded values are not recommended for survey control.
 SM0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0898.See file dsdata.txt to determine how the superseded data were derived.
 SM0898
 SM0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT281131(NAD 83)
 SM0898_MARKER: DB = BENCH MARK DISK
 SM0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0898_STAMPING: A 71 RESET 1953
 SM0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0898+STABILITY: SURFACE MOTION
 SM0898
 SM0898  HISTORY     - Date     Condition        Report By
 SM0898  HISTORY     - 1953     MONUMENTED       NDHD
 SM0898  HISTORY     - 1959     GOOD             NGS
 SM0898
 SM0898                          STATION DESCRIPTION
 SM0898
 SM0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SM0898'15.8 MI NE FROM STEELE.
 SM0898'0.7 MILE WEST ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SM0898'STATION AT STEELE, KIDDER COUNTY, THENCE 15.1 MILES NORTH ALONG STATE
 SM0898'HIGHWAY 3.  AT THE INTERSECTION OF A SECTION-LINE ROAD, 102 FEET WEST
 SM0898'OF THE CENTERLINE OF THE HIGHWAY, 50 FEET SOUTH OF THE CENTERLINE OF
 SM0898'THE SECTION-LINE ROAD, 62 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 SM0898'NORTH OF THE FENCE.  A STANDARD DISK, STAMPED A 71 RESET 1953 AND SET
 SM0898'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0812 ***********************************************************************
 SM0812  DESIGNATION -  A 72
 SM0812  PID         -  SM0812
 SM0812  STATE/COUNTY-  ND/FOSTER
 SM0812  USGS QUAD   -  CARRINGTON EAST (1986)
 SM0812
 SM0812                         *CURRENT SURVEY CONTROL
 SM0812  ___________________________________________________________________
 SM0812* NAD 83(1986)-  47 24 50.     (N)    099 06 10.     (W)     SCALED    
 SM0812* NAVD 88     -       486.931  (meters)    1597.54   (feet)  ADJUSTED  
 SM0812  ___________________________________________________________________
 SM0812  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SM0812  DYNAMIC HT  -         486.979 (meters)    1597.70  (feet)  COMP
 SM0812  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 SM0812
 SM0812  VERT ORDER  -  FIRST     CLASS II
 SM0812
 SM0812.The horizontal coordinates were scaled from a topographic map and have
 SM0812.an estimated accuracy of +/- 6 seconds.
 SM0812
 SM0812.The orthometric height was determined by differential leveling
 SM0812.and adjusted by the National Geodetic Survey in June 1991..
 SM0812
 SM0812.The geoid height was determined by GEOID03.
 SM0812
 SM0812.The dynamic height is computed by dividing the NAVD 88
 SM0812.geopotential number by the normal gravity value computed on the
 SM0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0812.degrees latitude (g = 980.6199 gals.).
 SM0812
 SM0812.The modeled gravity was interpolated from observed gravity values.
 SM0812
 SM0812;                    North         East    Units  Estimated Accuracy
 SM0812;SPC ND N     -    46,970.      705,440.      MT  (+/- 180 meters Scaled)
 SM0812
 SM0812                          SUPERSEDED SURVEY CONTROL
 SM0812
 SM0812  NGVD 29 (04/23/90)  486.556  (m)         1596.31   (f) ADJUSTED    1 2
 SM0812
 SM0812.Superseded values are not recommended for survey control.
 SM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0812.See file dsdata.txt to determine how the superseded data were derived.
 SM0812
 SM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT922511(NAD 83)
 SM0812_MARKER: DB = BENCH MARK DISK
 SM0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0812_STAMPING: A 72 1934
 SM0812_MARK LOGO: CGS   
 SM0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0812+STABILITY: SURFACE MOTION
 SM0812
 SM0812  HISTORY     - Date     Condition        Report By
 SM0812  HISTORY     - 1934     MONUMENTED       CGS
 SM0812  HISTORY     - 1960     GOOD             NGS
 SM0812  HISTORY     - 1982     GOOD             NGS
 SM0812
 SM0812                          STATION DESCRIPTION
 SM0812
 SM0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0812'2.7 MI SE FROM CARRINGTON.
 SM0812'2.7 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 SM0812'CARRINGTON, FOSTER COUNTY, 0.3 MILE SOUTH OF MILEPOST 40, 200 FEET
 SM0812'WEST OF U.S. HIGHWAY 281, AT A DIRT-ROAD CROSSING, 96 FEET WEST OF THE
 SM0812'CENTERLINE OF THE TRACK, 57 FEET NORTH OF THE DIRT ROAD, AND 15 FEET
 SM0812'NORTHEAST OF A POWER POLE.  A STANDARD DISK, STAMPED A 72 1934 AND SET
 SM0812'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 SM0812
 SM0812                          STATION RECOVERY (1960)
 SM0812
 SM0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0812'RECOVERED IN GOOD CONDITION.
 SM0812
 SM0812                          STATION RECOVERY (1982)
 SM0812
 SM0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0812'RECOVERED THIS DATE.  NOTE, 0.91 METERS (3.0 FT) EAST OF FENCE
 SM0812'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0780 ***********************************************************************
 SM0780  DESIGNATION -  A 73
 SM0780  PID         -  SM0780
 SM0780  STATE/COUNTY-  ND/BENSON
 SM0780  USGS QUAD   -  OBERON (1986)
 SM0780
 SM0780                         *CURRENT SURVEY CONTROL
 SM0780  ___________________________________________________________________
 SM0780* NAD 83(1986)-  47 56 04.     (N)    099 12 16.     (W)     SCALED    
 SM0780* NAVD 88     -       475.744  (meters)    1560.84   (feet)  ADJUSTED  
 SM0780  ___________________________________________________________________
 SM0780  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SM0780  DYNAMIC HT  -         475.812 (meters)    1561.06  (feet)  COMP
 SM0780  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 SM0780
 SM0780  VERT ORDER  -  FIRST     CLASS II
 SM0780
 SM0780.The horizontal coordinates were scaled from a topographic map and have
 SM0780.an estimated accuracy of +/- 6 seconds.
 SM0780
 SM0780.The orthometric height was determined by differential leveling
 SM0780.and adjusted by the National Geodetic Survey in June 1991..
 SM0780
 SM0780.The geoid height was determined by GEOID03.
 SM0780
 SM0780.The dynamic height is computed by dividing the NAVD 88
 SM0780.geopotential number by the normal gravity value computed on the
 SM0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0780.degrees latitude (g = 980.6199 gals.).
 SM0780
 SM0780.The modeled gravity was interpolated from observed gravity values.
 SM0780
 SM0780;                    North         East    Units  Estimated Accuracy
 SM0780;SPC ND N     -   104,710.      696,790.      MT  (+/- 180 meters Scaled)
 SM0780
 SM0780                          SUPERSEDED SURVEY CONTROL
 SM0780
 SM0780  NGVD 29 (??/??/92)  475.363  (m)         1559.59   (f) ADJ UNCH    1 2
 SM0780
 SM0780.Superseded values are not recommended for survey control.
 SM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0780.See file dsdata.txt to determine how the superseded data were derived.
 SM0780
 SM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU847090(NAD 83)
 SM0780_MARKER: DB = BENCH MARK DISK
 SM0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0780_STAMPING: A 73 1934
 SM0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0780+STABILITY: SURFACE MOTION
 SM0780
 SM0780  HISTORY     - Date     Condition        Report By
 SM0780  HISTORY     - 1934     MONUMENTED       CGS
 SM0780  HISTORY     - 1982     MARK NOT FOUND   NGS
 SM0780
 SM0780                          STATION DESCRIPTION
 SM0780
 SM0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0780'0.8 MI N FROM OBERON.
 SM0780'0.8 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE  STATION AT
 SM0780'OBERON, BENSON COUNTY, AT A ROAD CROSSING, 68 FEET NORTH OF THE
 SM0780'CENTERLINE OF THE ROAD, ABOUT 33 YARDS WEST OF THE CENTERLINE OF U.S.
 SM0780'HIGHWAY 281, AND 34.5 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 SM0780'STAMPED A 73 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0780'ABOUT 5 INCHES ABOVE GROUND.
 SM0780
 SM0780                          STATION RECOVERY (1982)
 SM0780
 SM0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0780'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0359 ***********************************************************************
 SM0359  DESIGNATION -  A 74
 SM0359  PID         -  SM0359
 SM0359  STATE/COUNTY-  ND/GRIGGS
 SM0359  USGS QUAD   -  SUTTON (1961)
 SM0359
 SM0359                         *CURRENT SURVEY CONTROL
 SM0359  ___________________________________________________________________
 SM0359* NAD 83(1986)-  47 24 05.     (N)    098 26 28.     (W)     SCALED    
 SM0359* NAVD 88     -       448.286  (meters)    1470.75   (feet)  ADJUSTED  
 SM0359  ___________________________________________________________________
 SM0359  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SM0359  DYNAMIC HT  -         448.331 (meters)    1470.90  (feet)  COMP
 SM0359  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SM0359
 SM0359  VERT ORDER  -  SECOND    CLASS 0
 SM0359
 SM0359.The horizontal coordinates were scaled from a topographic map and have
 SM0359.an estimated accuracy of +/- 6 seconds.
 SM0359
 SM0359.The orthometric height was determined by differential leveling
 SM0359.and adjusted by the National Geodetic Survey in June 1991..
 SM0359
 SM0359.The geoid height was determined by GEOID03.
 SM0359
 SM0359.The dynamic height is computed by dividing the NAVD 88
 SM0359.geopotential number by the normal gravity value computed on the
 SM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0359.degrees latitude (g = 980.6199 gals.).
 SM0359
 SM0359.The modeled gravity was interpolated from observed gravity values.
 SM0359
 SM0359;                    North         East    Units  Estimated Accuracy
 SM0359;SPC ND N     -    46,710.      755,400.      MT  (+/- 180 meters Scaled)
 SM0359
 SM0359                          SUPERSEDED SURVEY CONTROL
 SM0359
 SM0359  NGVD 29 (??/??/92)  447.924  (m)         1469.56   (f) ADJ UNCH    2 0
 SM0359
 SM0359.Superseded values are not recommended for survey control.
 SM0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0359.See file dsdata.txt to determine how the superseded data were derived.
 SM0359
 SM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT421499(NAD 83)
 SM0359_MARKER: DB = BENCH MARK DISK
 SM0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0359_STAMPING: A 74 1934
 SM0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0359+STABILITY: SURFACE MOTION
 SM0359
 SM0359  HISTORY     - Date     Condition        Report By
 SM0359  HISTORY     - 1934     MONUMENTED       CGS
 SM0359  HISTORY     - 1963     GOOD             NGS
 SM0359
 SM0359                          STATION DESCRIPTION
 SM0359
 SM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0359'IN SUTTON.
 SM0359'AT SUTTON, ON THE GREAT NORTHERN RAILWAY, 215 FEET WEST OF THE
 SM0359'NORTHWEST CORNER OF THE STATION, IN SECTION 4, T 145 N, R 61 W, 60
 SM0359'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 67 FEET SOUTH OF THE
 SM0359'CENTER LINE OF A ROAD PARALLELING THE TRACK, 14 FET SOUTHWEST OF A
 SM0359'TELEPHONE POLE WHICH IS BRACED WITH TWO GUY WIRES, 0.8 FOOT SOUTHEAST
 SM0359'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 SM0359'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 1/2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0804 ***********************************************************************
 SM0804  DESIGNATION -  A 75
 SM0804  PID         -  SM0804
 SM0804  STATE/COUNTY-  ND/WELLS
 SM0804  USGS QUAD   -  DOVER (1986)
 SM0804
 SM0804                         *CURRENT SURVEY CONTROL
 SM0804  ___________________________________________________________________
 SM0804* NAD 83(1986)-  47 27 48.     (N)    099 21 56.     (W)     SCALED    
 SM0804* NAVD 88     -       496.213  (meters)    1627.99   (feet)  ADJUSTED  
 SM0804  ___________________________________________________________________
 SM0804  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SM0804  DYNAMIC HT  -         496.265 (meters)    1628.16  (feet)  COMP
 SM0804  MODELED GRAV-     980,702.7   (mgal)                       NAVD 88
 SM0804
 SM0804  VERT ORDER  -  SECOND    CLASS 0
 SM0804
 SM0804.The horizontal coordinates were scaled from a topographic map and have
 SM0804.an estimated accuracy of +/- 6 seconds.
 SM0804
 SM0804.The orthometric height was determined by differential leveling
 SM0804.and adjusted by the National Geodetic Survey in June 1991..
 SM0804
 SM0804.The geoid height was determined by GEOID03.
 SM0804
 SM0804.The dynamic height is computed by dividing the NAVD 88
 SM0804.geopotential number by the normal gravity value computed on the
 SM0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0804.degrees latitude (g = 980.6199 gals.).
 SM0804
 SM0804.The modeled gravity was interpolated from observed gravity values.
 SM0804
 SM0804;                    North         East    Units  Estimated Accuracy
 SM0804;SPC ND N     -    52,140.      685,530.      MT  (+/- 180 meters Scaled)
 SM0804
 SM0804                          SUPERSEDED SURVEY CONTROL
 SM0804
 SM0804  NGVD 29 (??/??/92)  495.805  (m)         1626.65   (f) ADJ UNCH    2 0
 SM0804
 SM0804.Superseded values are not recommended for survey control.
 SM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0804.See file dsdata.txt to determine how the superseded data were derived.
 SM0804
 SM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT724567(NAD 83)
 SM0804_MARKER: DB = BENCH MARK DISK
 SM0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0804_STAMPING: A 75 1934
 SM0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0804+STABILITY: SURFACE MOTION
 SM0804
 SM0804  HISTORY     - Date     Condition        Report By
 SM0804  HISTORY     - 1934     MONUMENTED       CGS
 SM0804  HISTORY     - 1960     GOOD             NGS
 SM0804
 SM0804                          STATION DESCRIPTION
 SM0804
 SM0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0804'1.6 MI E FROM SYKESTON.
 SM0804'1.6 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0804'SYKESTON, WELLS COUNTY, ACROSS THE TRACK FROM MILEPOST 11, 41.4 FEET
 SM0804'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 5.8 FEET NORTH OF THE
 SM0804'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 75 1934 AND SET IN THE
 SM0804'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0078 ***********************************************************************
 SN0078  DESIGNATION -  A 76
 SN0078  PID         -  SN0078
 SN0078  STATE/COUNTY-  ND/SHERIDAN
 SN0078  USGS QUAD   -  DENHOFF (1960)
 SN0078
 SN0078                         *CURRENT SURVEY CONTROL
 SN0078  ___________________________________________________________________
 SN0078* NAD 83(1986)-  47 28 53.     (N)    100 17 19.     (W)     SCALED    
 SN0078* NAVD 88     -       609.693  (meters)    2000.30   (feet)  ADJUSTED  
 SN0078  ___________________________________________________________________
 SN0078  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SN0078  DYNAMIC HT  -         609.742 (meters)    2000.46  (feet)  COMP
 SN0078  MODELED GRAV-     980,672.8   (mgal)                       NAVD 88
 SN0078
 SN0078  VERT ORDER  -  SECOND    CLASS 0
 SN0078
 SN0078.The horizontal coordinates were scaled from a topographic map and have
 SN0078.an estimated accuracy of +/- 6 seconds.
 SN0078
 SN0078.The orthometric height was determined by differential leveling
 SN0078.and adjusted by the National Geodetic Survey in June 1991..
 SN0078
 SN0078.The geoid height was determined by GEOID03.
 SN0078
 SN0078.The dynamic height is computed by dividing the NAVD 88
 SN0078.geopotential number by the normal gravity value computed on the
 SN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0078.degrees latitude (g = 980.6199 gals.).
 SN0078
 SN0078.The modeled gravity was interpolated from observed gravity values.
 SN0078
 SN0078;                    North         East    Units  Estimated Accuracy
 SN0078;SPC ND N     -    53,540.      615,930.      MT  (+/- 180 meters Scaled)
 SN0078
 SN0078                          SUPERSEDED SURVEY CONTROL
 SN0078
 SN0078  NGVD 29 (??/??/92)  609.280  (m)         1998.95   (f) ADJ UNCH    2 0
 SN0078
 SN0078.Superseded values are not recommended for survey control.
 SN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0078.See file dsdata.txt to determine how the superseded data were derived.
 SN0078
 SN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT029594(NAD 83)
 SN0078_MARKER: DB = BENCH MARK DISK
 SN0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0078_STAMPING: A 76 1934
 SN0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0078+STABILITY: SURFACE MOTION
 SN0078
 SN0078  HISTORY     - Date     Condition        Report By
 SN0078  HISTORY     - 1934     MONUMENTED       CGS
 SN0078  HISTORY     - 1958     GOOD             NGS
 SN0078
 SN0078                          STATION DESCRIPTION
 SN0078
 SN0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0078'1.4 MI W FROM DENHOFF.
 SN0078'1.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0078'DENHOFF, SHERIDAN COUNTY, 7.2 MILES EAST OF THE STATION AT MCCLUSKEY,
 SN0078'7 POLES WEST OF MILEPOST 55, 74 FEET EAST OF A ROAD CROSSING, 11.3
 SN0078'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 10 FEET SOUTH OF THE
 SN0078'SOUTH RAIL OF A SIDETRACK, AND 3.4 FEET NORTH OF A WHISTLE POST.  A
 SN0078'STANDARD DISK, STAMPED A 76 1934 AND SET IN THE TOP OF A CONCRETEE
 SN0078'POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THE SIDE TRACK HAS BEEN
 SN0078'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0810 ***********************************************************************
 SN0810  DESIGNATION -  A 77
 SN0810  PID         -  SN0810
 SN0810  STATE/COUNTY-  ND/MCLEAN
 SN0810  USGS QUAD   -  WASHBURN NE (1980)
 SN0810
 SN0810                         *CURRENT SURVEY CONTROL
 SN0810  ___________________________________________________________________
 SN0810* NAD 83(1986)-  47 27 28.     (N)    101 02 07.     (W)     SCALED    
 SN0810* NAVD 88     -       612.096  (meters)    2008.18   (feet)  ADJUSTED  
 SN0810  ___________________________________________________________________
 SN0810  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SN0810  DYNAMIC HT  -         612.147 (meters)    2008.35  (feet)  COMP
 SN0810  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 SN0810
 SN0810  VERT ORDER  -  SECOND    CLASS 0
 SN0810
 SN0810.The horizontal coordinates were scaled from a topographic map and have
 SN0810.an estimated accuracy of +/- 6 seconds.
 SN0810
 SN0810.The orthometric height was determined by differential leveling
 SN0810.and adjusted by the National Geodetic Survey in June 1991..
 SN0810
 SN0810.The geoid height was determined by GEOID03.
 SN0810
 SN0810.The dynamic height is computed by dividing the NAVD 88
 SN0810.geopotential number by the normal gravity value computed on the
 SN0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0810.degrees latitude (g = 980.6199 gals.).
 SN0810
 SN0810.The modeled gravity was interpolated from observed gravity values.
 SN0810
 SN0810;                    North         East    Units  Estimated Accuracy
 SN0810;SPC ND N     -    51,040.      559,640.      MT  (+/- 180 meters Scaled)
 SN0810
 SN0810                          SUPERSEDED SURVEY CONTROL
 SN0810
 SN0810  NGVD 29 (??/??/92)  611.686  (m)         2006.84   (f) ADJ UNCH    2 0
 SN0810
 SN0810.Superseded values are not recommended for survey control.
 SN0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0810.See file dsdata.txt to determine how the superseded data were derived.
 SN0810
 SN0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT465580(NAD 83)
 SN0810_MARKER: DB = BENCH MARK DISK
 SN0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0810_STAMPING: A-77-1934
 SN0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0810+STABILITY: SURFACE MOTION
 SN0810
 SN0810  HISTORY     - Date     Condition        Report By
 SN0810  HISTORY     - 1934     MONUMENTED       CGS
 SN0810  HISTORY     - 1953     MARK NOT FOUND   LOCENG
 SN0810
 SN0810                          STATION DESCRIPTION
 SN0810
 SN0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0810'4.8 MI E FROM UNDERWOOD.
 SN0810'4.8 MILES EAST OF, ALONG STATE HY. NO. 7.  (A-77) IS LOCATED 4.8 MILES
 SN0810'EAST OF THE SOO LINE RWY. STATION AT UNDERWOOD.  AT THE JUNCTION OF U.
 SN0810'S. HY. NO. 83 AND STATE HY. NO. 7.  58 YDS. NORTHEAST OF THE
 SN0810'INTERSECTION OF THE CENTERLINES OF THE TWO ROADS.  50 FT. SOUTH OF
 SN0810'CENTERLINE OF STATE HY. NO. 7.  44 FT. EAST OF CENTERLINE OF A NORTH
 SN0810'AND SOUTH COUNTY ROAD.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5
 SN0810'IN. HIGH.
 SN0810
 SN0810                          STATION RECOVERY (1953)
 SN0810
 SN0810'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 SN0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0811 ***********************************************************************
 SN0811  DESIGNATION -  A 77 RESET
 SN0811  PID         -  SN0811
 SN0811  STATE/COUNTY-  ND/MCLEAN
 SN0811  USGS QUAD   -  WASHBURN NE (1980)
 SN0811
 SN0811                         *CURRENT SURVEY CONTROL
 SN0811  ___________________________________________________________________
 SN0811* NAD 83(1986)-  47 27 30.     (N)    101 02 08.     (W)     SCALED    
 SN0811* NAVD 88     -       612.741  (meters)    2010.30   (feet)  ADJUSTED  
 SN0811  ___________________________________________________________________
 SN0811  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SN0811  DYNAMIC HT  -         612.793 (meters)    2010.47  (feet)  COMP
 SN0811  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 SN0811
 SN0811  VERT ORDER  -  SECOND    CLASS 0
 SN0811
 SN0811.The horizontal coordinates were scaled from a topographic map and have
 SN0811.an estimated accuracy of +/- 6 seconds.
 SN0811
 SN0811.The orthometric height was determined by differential leveling
 SN0811.and adjusted by the National Geodetic Survey in June 1991..
 SN0811
 SN0811.The geoid height was determined by GEOID03.
 SN0811
 SN0811.The dynamic height is computed by dividing the NAVD 88
 SN0811.geopotential number by the normal gravity value computed on the
 SN0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0811.degrees latitude (g = 980.6199 gals.).
 SN0811
 SN0811.The modeled gravity was interpolated from observed gravity values.
 SN0811
 SN0811;                    North         East    Units  Estimated Accuracy
 SN0811;SPC ND N     -    51,100.      559,620.      MT  (+/- 180 meters Scaled)
 SN0811
 SN0811                          SUPERSEDED SURVEY CONTROL
 SN0811
 SN0811  NGVD 29 (??/??/92)  612.33   (m)         2009.0    (f) COMPUTED    2 0
 SN0811
 SN0811.Superseded values are not recommended for survey control.
 SN0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0811.See file dsdata.txt to determine how the superseded data were derived.
 SN0811
 SN0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT465581(NAD 83)
 SN0811_MARKER: DB = BENCH MARK DISK
 SN0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0811_STAMPING: A 77 RESET 1950
 SN0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0811+STABILITY: SURFACE MOTION
 SN0811
 SN0811  HISTORY     - Date     Condition        Report By
 SN0811  HISTORY     - 1950     MONUMENTED       CGS
 SN0811  HISTORY     - 1963     GOOD             NGS
 SN0811  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0811
 SN0811                          STATION DESCRIPTION
 SN0811
 SN0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0811'4.8 MI E FROM UNDERWOOD.
 SN0811'4.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION AT
 SN0811'UNDERWOOD, 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 83, 109 FEET
 SN0811'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 77
 SN0811'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 82 FEET EAST OF THE
 SN0811'CENTERLINE OF THE NORTH-SOUTH ROAD, 31 FEET SOUTHWEST OF A POWER POLE,
 SN0811'24 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 SN0811'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0811'CONCRETE POST LEVEL WITH THE GROUND.
 SN0811
 SN0811                          STATION RECOVERY (1982)
 SN0811
 SN0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0088 ***********************************************************************
 SO0088  DESIGNATION -  A 78 RESET
 SO0088  PID         -  SO0088
 SO0088  STATE/COUNTY-  ND/MOUNTRAIL
 SO0088  USGS QUAD   -  PARSHALL (1981)
 SO0088
 SO0088                         *CURRENT SURVEY CONTROL
 SO0088  ___________________________________________________________________
 SO0088* NAD 83(1986)-  47 56 59.     (N)    102 10 18.     (W)     SCALED    
 SO0088* NAVD 88     -       582.549  (meters)    1911.25   (feet)  ADJUSTED  
 SO0088  ___________________________________________________________________
 SO0088  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0088  DYNAMIC HT  -         582.635 (meters)    1911.53  (feet)  COMP
 SO0088  MODELED GRAV-     980,739.0   (mgal)                       NAVD 88
 SO0088
 SO0088  VERT ORDER  -  SECOND    CLASS 0
 SO0088
 SO0088.The horizontal coordinates were scaled from a topographic map and have
 SO0088.an estimated accuracy of +/- 6 seconds.
 SO0088
 SO0088.The orthometric height was determined by differential leveling
 SO0088.and adjusted by the National Geodetic Survey in June 1991..
 SO0088
 SO0088.The geoid height was determined by GEOID03.
 SO0088
 SO0088.The dynamic height is computed by dividing the NAVD 88
 SO0088.geopotential number by the normal gravity value computed on the
 SO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0088.degrees latitude (g = 980.6199 gals.).
 SO0088
 SO0088.The modeled gravity was interpolated from observed gravity values.
 SO0088
 SO0088;                    North         East    Units  Estimated Accuracy
 SO0088;SPC ND N     -   106,950.      475,150.      MT  (+/- 180 meters Scaled)
 SO0088
 SO0088                          SUPERSEDED SURVEY CONTROL
 SO0088
 SO0088  NGVD 29 (??/??/92)  582.13   (m)         1909.9    (f) COMPUTED    2 0
 SO0088
 SO0088.Superseded values are not recommended for survey control.
 SO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0088.See file dsdata.txt to determine how the superseded data were derived.
 SO0088
 SO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP111145(NAD 83)
 SO0088_MARKER: DB = BENCH MARK DISK
 SO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0088_STAMPING: A 78 1934 RESET 1940
 SO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0088+STABILITY: SURFACE MOTION
 SO0088
 SO0088  HISTORY     - Date     Condition        Report By
 SO0088  HISTORY     - 1940     MONUMENTED       CGS
 SO0088  HISTORY     - 1962     MARK NOT FOUND   NGS
 SO0088
 SO0088                          STATION DESCRIPTION
 SO0088
 SO0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0088'1.8 MI W FROM PARSHALL.
 SO0088'1.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SO0088'RAILROAD FROM THE STATION AT PARSHALL, MOUNTRAIL COUNTY, 500 YARDS
 SO0088'WEST OF MILEPOST 513, AT A SECTION-LINE ROAD CROSSING, 44.4 FEET NORTH
 SO0088'OF THE CENTERLINE OF THE TRACK, AND 36.5 FEET EAST OF THE ROAD. A
 SO0088'STANDARD DISK, STAMPED A 78 1934 RESET 1940 AND SET IN THE TOP OF A
 SO0088'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.  NOTE-- THE
 SO0088'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SO0088'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0172 ***********************************************************************
 SO0172  DESIGNATION -  A 79
 SO0172  PID         -  SO0172
 SO0172  STATE/COUNTY-  ND/MERCER
 SO0172  USGS QUAD   -  TWIN BUTTES (1967)
 SO0172
 SO0172                         *CURRENT SURVEY CONTROL
 SO0172  ___________________________________________________________________
 SO0172* NAD 83(1986)-  47 34 13.     (N)    102 12 15.     (W)     SCALED    
 SO0172* NAVD 88     -       546.843  (meters)    1794.10   (feet)  ADJUSTED  
 SO0172  ___________________________________________________________________
 SO0172  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 SO0172  DYNAMIC HT  -         546.899 (meters)    1794.28  (feet)  COMP
 SO0172  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 SO0172
 SO0172  VERT ORDER  -  SECOND    CLASS 0
 SO0172
 SO0172.The horizontal coordinates were scaled from a topographic map and have
 SO0172.an estimated accuracy of +/- 6 seconds.
 SO0172
 SO0172.The orthometric height was determined by differential leveling
 SO0172.and adjusted by the National Geodetic Survey in June 1991..
 SO0172.WARNING-Repeat measurements at this control monument indicate possible
 SO0172.vertical movement.
 SO0172
 SO0172.The geoid height was determined by GEOID03.
 SO0172
 SO0172.The dynamic height is computed by dividing the NAVD 88
 SO0172.geopotential number by the normal gravity value computed on the
 SO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0172.degrees latitude (g = 980.6199 gals.).
 SO0172
 SO0172.The modeled gravity was interpolated from observed gravity values.
 SO0172
 SO0172;                    North         East    Units  Estimated Accuracy
 SO0172;SPC ND S     -   213,000.      471,780.      MT  (+/- 180 meters Scaled)
 SO0172
 SO0172                          SUPERSEDED SURVEY CONTROL
 SO0172
 SO0172  NGVD 29 (??/??/92)  546.432  (m)         1792.75   (f) ADJ UNCH    2 0
 SO0172
 SO0172.Superseded values are not recommended for survey control.
 SO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0172.See file dsdata.txt to determine how the superseded data were derived.
 SO0172
 SO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN102723(NAD 83)
 SO0172_MARKER: DB = BENCH MARK DISK
 SO0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SO0172_SP_SET: CURB
 SO0172_STAMPING: A 79 1934
 SO0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0172
 SO0172  HISTORY     - Date     Condition        Report By
 SO0172  HISTORY     - 1934     MONUMENTED       CGS
 SO0172  HISTORY     - 1948     GOOD             NGS
 SO0172
 SO0172                          STATION DESCRIPTION
 SO0172
 SO0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SO0172'3.6 MI NW FROM ELBOWOODS.
 SO0172'0.5 MILE NORTH ALONG A GRAVELED ROAD FROM THE HIGH SCHOOL AT
 SO0172'ELBOWOODS, THENCE 3.1 MILES WEST ALONG STATE HIGHWAY 8, AT THE
 SO0172'SOUTHWEST END OF FOUR BEARS MEMORIAL BRIDGE OVER THE MISSOURI RIVER,
 SO0172'10.6 FEET SOUTHEAST OF AND 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 SO0172'HIGHWAY, 8.45 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 SO0172'CONCRETE CURB OF THE BRIDGE, 0.5 FOOT SOUTHEAST OF THE NORTHWEST FACE
 SO0172'OF AND SET IN THE TOP OF THE CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1306 ***********************************************************************
 TG1306  DESIGNATION -  A 8
 TG1306  PID         -  TG1306
 TG1306  STATE/COUNTY-  ND/WILLIAMS
 TG1306  USGS QUAD   -  WILLISTON EAST (1976)
 TG1306
 TG1306                         *CURRENT SURVEY CONTROL
 TG1306  ___________________________________________________________________
 TG1306* NAD 83(1986)-  48 09 40.     (N)    103 33 47.     (W)     SCALED    
 TG1306* NAVD 88     -       575.020  (meters)    1886.54   (feet)  POSTED    
 TG1306  ___________________________________________________________________
 TG1306  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1306  DYNAMIC HT  -         575.100 (meters)    1886.81  (feet)  COMP
 TG1306  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TG1306
 TG1306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1306
 TG1306.The horizontal coordinates were scaled from a topographic map and have
 TG1306.an estimated accuracy of +/- 6 seconds.
 TG1306
 TG1306.The orthometric height was determined by differential leveling
 TG1306.and adjusted by the National Geodetic Survey in 1992..
 TG1306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1306.rate of 0.0 thru 1.0 mm/km.
 TG1306
 TG1306.The geoid height was determined by GEOID03.
 TG1306
 TG1306.The dynamic height is computed by dividing the NAVD 88
 TG1306.geopotential number by the normal gravity value computed on the
 TG1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1306.degrees latitude (g = 980.6199 gals.).
 TG1306
 TG1306.The modeled gravity was interpolated from observed gravity values.
 TG1306
 TG1306;                    North         East    Units  Estimated Accuracy
 TG1306;SPC ND N     -   133,630.      372,210.      MT  (+/- 180 meters Scaled)
 TG1306
 TG1306                          SUPERSEDED SURVEY CONTROL
 TG1306
 TG1306.No superseded survey control is available for this station.
 TG1306
 TG1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP068352(NAD 83)
 TG1306_MARKER: DB = BENCH MARK DISK
 TG1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1306_SP_SET: PARAPET WALL
 TG1306_STAMPING: A 8 ELEV 1885.014 FT
 TG1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1306
 TG1306  HISTORY     - Date     Condition        Report By
 TG1306  HISTORY     - UNK      MONUMENTED       CGS
 TG1306  HISTORY     - 1934     GOOD             NGS
 TG1306
 TG1306                          STATION DESCRIPTION
 TG1306
 TG1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TG1306'2.5 MI NE FROM WILLISTON.
 TG1306'ABOUT 2.5 MILES NORTHEAST OF WILLISTON, WILLIAMS COUNTY, ON THE GREAT
 TG1306'NORTHERN RAILWAY, AT CULVERT NO 235.48 AND IN THE NORTH END OF THE
 TG1306'EAST PARAPET WALL.  A STANDARD DISK STAMPED A 8 ELEV 1885.014 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0397 ***********************************************************************
 SN0397  DESIGNATION -  A 8 B 1
 SN0397  PID         -  SN0397
 SN0397  STATE/COUNTY-  ND/MCHENRY
 SN0397  USGS QUAD   -  BUTTE (1958)
 SN0397
 SN0397                         *CURRENT SURVEY CONTROL
 SN0397  ___________________________________________________________________
 SN0397* NAD 83(1986)-  47 50 55.     (N)    100 39 21.     (W)     SCALED    
 SN0397* NAVD 88     -       515.014  (meters)    1689.68   (feet)  ADJUSTED  
 SN0397  ___________________________________________________________________
 SN0397  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SN0397  DYNAMIC HT  -         515.074 (meters)    1689.87  (feet)  COMP
 SN0397  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 SN0397
 SN0397  VERT ORDER  -  SECOND    CLASS 0
 SN0397
 SN0397.The horizontal coordinates were scaled from a topographic map and have
 SN0397.an estimated accuracy of +/- 6 seconds.
 SN0397
 SN0397.The orthometric height was determined by differential leveling
 SN0397.and adjusted by the National Geodetic Survey in June 1991..
 SN0397
 SN0397.The geoid height was determined by GEOID03.
 SN0397
 SN0397.The dynamic height is computed by dividing the NAVD 88
 SN0397.geopotential number by the normal gravity value computed on the
 SN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0397.degrees latitude (g = 980.6199 gals.).
 SN0397
 SN0397.The modeled gravity was interpolated from observed gravity values.
 SN0397
 SN0397;                    North         East    Units  Estimated Accuracy
 SN0397;SPC ND N     -    94,360.      588,340.      MT  (+/- 180 meters Scaled)
 SN0397
 SN0397                          SUPERSEDED SURVEY CONTROL
 SN0397
 SN0397  NGVD 29 (??/??/92)  514.62   (m)         1688.4    (f) COMPUTED    2 0
 SN0397
 SN0397.Superseded values are not recommended for survey control.
 SN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0397.See file dsdata.txt to determine how the superseded data were derived.
 SN0397
 SN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU761008(NAD 83)
 SN0397_MARKER: DZ = AZIMUTH MARK DISK
 SN0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0397_SP_SET: PEDESTAL
 SN0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0397
 SN0397  HISTORY     - Date     Condition        Report By
 SN0397  HISTORY     - UNK      MONUMENTED       DOD
 SN0397  HISTORY     - 1962     GOOD             NGS
 SN0397
 SN0397                          STATION DESCRIPTION
 SN0397
 SN0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0397'1.4 MI N FROM BUTTE.
 SN0397'ABOUT 1.1 MILES NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION
 SN0397'AT BUTTE, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, ABOUT 143 YARDS
 SN0397'NORTH OF THE CENTERLINE OF THE ROAD, ON THE SOUTH SLOPE OF A KNOLL, IN
 SN0397'A LARGE CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0397'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0398 ***********************************************************************
 SN0398  DESIGNATION -  A 8 B 2
 SN0398  PID         -  SN0398
 SN0398  STATE/COUNTY-  ND/MCHENRY
 SN0398  USGS QUAD   -  BUTTE (1958)
 SN0398
 SN0398                         *CURRENT SURVEY CONTROL
 SN0398  ___________________________________________________________________
 SN0398* NAD 83(1986)-  47 51 04.     (N)    100 39 49.     (W)     SCALED    
 SN0398* NAVD 88     -       515.855  (meters)    1692.43   (feet)  ADJUSTED  
 SN0398  ___________________________________________________________________
 SN0398  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0398  DYNAMIC HT  -         515.915 (meters)    1692.63  (feet)  COMP
 SN0398  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 SN0398
 SN0398  VERT ORDER  -  SECOND    CLASS 0
 SN0398
 SN0398.The horizontal coordinates were scaled from a topographic map and have
 SN0398.an estimated accuracy of +/- 6 seconds.
 SN0398
 SN0398.The orthometric height was determined by differential leveling
 SN0398.and adjusted by the National Geodetic Survey in June 1991..
 SN0398
 SN0398.The geoid height was determined by GEOID03.
 SN0398
 SN0398.The dynamic height is computed by dividing the NAVD 88
 SN0398.geopotential number by the normal gravity value computed on the
 SN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0398.degrees latitude (g = 980.6199 gals.).
 SN0398
 SN0398.The modeled gravity was interpolated from observed gravity values.
 SN0398
 SN0398;                    North         East    Units  Estimated Accuracy
 SN0398;SPC ND N     -    94,640.      587,760.      MT  (+/- 180 meters Scaled)
 SN0398
 SN0398                          SUPERSEDED SURVEY CONTROL
 SN0398
 SN0398  NGVD 29 (??/??/92)  515.46   (m)         1691.1    (f) COMPUTED    2 0
 SN0398
 SN0398.Superseded values are not recommended for survey control.
 SN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0398.See file dsdata.txt to determine how the superseded data were derived.
 SN0398
 SN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU755010(NAD 83)
 SN0398_MARKER: DZ = AZIMUTH MARK DISK
 SN0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0398_SP_SET: PEDESTAL
 SN0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0398
 SN0398  HISTORY     - Date     Condition        Report By
 SN0398  HISTORY     - UNK      MONUMENTED       DOD
 SN0398  HISTORY     - 1962     GOOD             NGS
 SN0398
 SN0398                          STATION DESCRIPTION
 SN0398
 SN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0398'1.2 MI N FROM BUTTE.
 SN0398'ABOUT 1.2 MILES NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION
 SN0398'AT BUTTE, ABOUT 0.25 MILE NORTHWEST ACROSS A FIELD FROM A ROAD
 SN0398'INTERSECTION, ABOUT 276 YARDS WEST OF COUNTY ROAD 33, IN A LARGE
 SN0398'FIELD, ABOUT LEVEL WITH THE COUNTY ROAD, A 1 1/2 X 4 FOOT CONCRETE
 SN0398'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1307 ***********************************************************************
 TG1307  DESIGNATION -  A 8 RESET
 TG1307  PID         -  TG1307
 TG1307  STATE/COUNTY-  ND/WILLIAMS
 TG1307  USGS QUAD   -  WILLISTON EAST (1976)
 TG1307
 TG1307                         *CURRENT SURVEY CONTROL
 TG1307  ___________________________________________________________________
 TG1307* NAD 83(1986)-  48 09 40.     (N)    103 33 47.     (W)     SCALED    
 TG1307* NAVD 88     -       574.985  (meters)    1886.43   (feet)  ADJUSTED  
 TG1307  ___________________________________________________________________
 TG1307  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1307  DYNAMIC HT  -         575.067 (meters)    1886.70  (feet)  COMP
 TG1307  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TG1307
 TG1307  VERT ORDER  -  FIRST     CLASS II
 TG1307
 TG1307.The horizontal coordinates were scaled from a topographic map and have
 TG1307.an estimated accuracy of +/- 6 seconds.
 TG1307
 TG1307.The orthometric height was determined by differential leveling
 TG1307.and adjusted by the National Geodetic Survey in June 1991..
 TG1307
 TG1307.The geoid height was determined by GEOID03.
 TG1307
 TG1307.The dynamic height is computed by dividing the NAVD 88
 TG1307.geopotential number by the normal gravity value computed on the
 TG1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1307.degrees latitude (g = 980.6199 gals.).
 TG1307
 TG1307.The modeled gravity was interpolated from observed gravity values.
 TG1307
 TG1307;                    North         East    Units  Estimated Accuracy
 TG1307;SPC ND N     -   133,630.      372,210.      MT  (+/- 180 meters Scaled)
 TG1307
 TG1307                          SUPERSEDED SURVEY CONTROL
 TG1307
 TG1307  NGVD 29 (??/??/92)  574.501  (m)         1884.84   (f) ADJ UNCH    1 2
 TG1307
 TG1307.Superseded values are not recommended for survey control.
 TG1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1307.See file dsdata.txt to determine how the superseded data were derived.
 TG1307
 TG1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP068352(NAD 83)
 TG1307_MARKER: DB = BENCH MARK DISK
 TG1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1307_SP_SET: PARAPET WALL
 TG1307_STAMPING: ELEV 1885.014 FT A 8
 TG1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1307
 TG1307  HISTORY     - Date     Condition        Report By
 TG1307  HISTORY     - 1946     MONUMENTED       CGS
 TG1307  HISTORY     - 1959     GOOD             NGS
 TG1307
 TG1307                          STATION DESCRIPTION
 TG1307
 TG1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TG1307'3.3 MI NE FROM WILLISTON.
 TG1307'3.3 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1307'AT WILLISTON, WILLIAMS COUNTY, AT CULVERT 235.48, AND IN THE TOP OF
 TG1307'THE NORTH END OF THE EAST PARAPET WALL.  A STANDARD DISK, STAMPED ELEV
 TG1307'1885.014 FT A 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0395 ***********************************************************************
 SN0395  DESIGNATION -  A 8 Z
 SN0395  PID         -  SN0395
 SN0395  STATE/COUNTY-  ND/MCLEAN
 SN0395  USGS QUAD   -  BUTTE (1958)
 SN0395
 SN0395                         *CURRENT SURVEY CONTROL
 SN0395  ___________________________________________________________________
 SN0395* NAD 83(1986)-  47 50 47.     (N)    100 39 39.     (W)     SCALED    
 SN0395* NAVD 88     -       521.135  (meters)    1709.76   (feet)  ADJUSTED  
 SN0395  ___________________________________________________________________
 SN0395  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0395  DYNAMIC HT  -         521.194 (meters)    1709.95  (feet)  COMP
 SN0395  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 SN0395
 SN0395  VERT ORDER  -  SECOND    CLASS 0
 SN0395
 SN0395.The horizontal coordinates were scaled from a topographic map and have
 SN0395.an estimated accuracy of +/- 6 seconds.
 SN0395
 SN0395.The orthometric height was determined by differential leveling
 SN0395.and adjusted by the National Geodetic Survey in June 1991..
 SN0395
 SN0395.The geoid height was determined by GEOID03.
 SN0395
 SN0395.The dynamic height is computed by dividing the NAVD 88
 SN0395.geopotential number by the normal gravity value computed on the
 SN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0395.degrees latitude (g = 980.6199 gals.).
 SN0395
 SN0395.The modeled gravity was interpolated from observed gravity values.
 SN0395
 SN0395;                    North         East    Units  Estimated Accuracy
 SN0395;SPC ND N     -    94,110.      587,960.      MT  (+/- 180 meters Scaled)
 SN0395
 SN0395                          SUPERSEDED SURVEY CONTROL
 SN0395
 SN0395  NGVD 29 (??/??/92)  520.74   (m)         1708.5    (f) COMPUTED    2 0
 SN0395
 SN0395.Superseded values are not recommended for survey control.
 SN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0395.See file dsdata.txt to determine how the superseded data were derived.
 SN0395
 SN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU757005(NAD 83)
 SN0395_MARKER: DS = TRIANGULATION STATION DISK
 SN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0395_STAMPING: A 8 Z 1962
 SN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0395+STABILITY: SURFACE MOTION
 SN0395
 SN0395  HISTORY     - Date     Condition        Report By
 SN0395  HISTORY     - 1962     MONUMENTED       CGS
 SN0395
 SN0395                          STATION DESCRIPTION
 SN0395
 SN0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0395'1.0 MI N FROM BUTTE.
 SN0395'ABOUT 1.0 MILE NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION AT
 SN0395'BUTTE, AT THE SOUTHEAST CORNER OF A LARGE CEMETERY, 66.0 FEET WEST OF
 SN0395'THE CENTERLINE OF THE ROAD, 6.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 SN0395'OF A FENCE AROUND THE CEMETERY, 5.0 FEET SOUTH OF A TELEPHONE POLE,
 SN0395'5.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SN0395'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SN0395'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0394 ***********************************************************************
 SN0394  DESIGNATION -  A 8 Z RM 1
 SN0394  PID         -  SN0394
 SN0394  STATE/COUNTY-  ND/MCLEAN
 SN0394  USGS QUAD   -  BUTTE (1958)
 SN0394
 SN0394                         *CURRENT SURVEY CONTROL
 SN0394  ___________________________________________________________________
 SN0394* NAD 83(1986)-  47 50 46.     (N)    100 39 39.     (W)     SCALED    
 SN0394* NAVD 88     -       520.756  (meters)    1708.51   (feet)  ADJUSTED  
 SN0394  ___________________________________________________________________
 SN0394  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0394  DYNAMIC HT  -         520.815 (meters)    1708.71  (feet)  COMP
 SN0394  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 SN0394
 SN0394  VERT ORDER  -  SECOND    CLASS 0
 SN0394
 SN0394.The horizontal coordinates were scaled from a topographic map and have
 SN0394.an estimated accuracy of +/- 6 seconds.
 SN0394
 SN0394.The orthometric height was determined by differential leveling
 SN0394.and adjusted by the National Geodetic Survey in June 1991..
 SN0394
 SN0394.The geoid height was determined by GEOID03.
 SN0394
 SN0394.The dynamic height is computed by dividing the NAVD 88
 SN0394.geopotential number by the normal gravity value computed on the
 SN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0394.degrees latitude (g = 980.6199 gals.).
 SN0394
 SN0394.The modeled gravity was interpolated from observed gravity values.
 SN0394
 SN0394;                    North         East    Units  Estimated Accuracy
 SN0394;SPC ND N     -    94,080.      587,960.      MT  (+/- 180 meters Scaled)
 SN0394
 SN0394                          SUPERSEDED SURVEY CONTROL
 SN0394
 SN0394  NGVD 29 (??/??/92)  520.36   (m)         1707.2    (f) COMPUTED    2 0
 SN0394
 SN0394.Superseded values are not recommended for survey control.
 SN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0394.See file dsdata.txt to determine how the superseded data were derived.
 SN0394
 SN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU757005(NAD 83)
 SN0394_MARKER: DZ = AZIMUTH MARK DISK
 SN0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0394_STAMPING: A 8 Z NO 1 1962
 SN0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0394+STABILITY: SURFACE MOTION
 SN0394
 SN0394  HISTORY     - Date     Condition        Report By
 SN0394  HISTORY     - 1962     MONUMENTED       CGS
 SN0394
 SN0394                          STATION DESCRIPTION
 SN0394
 SN0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0394'1.0 MI N FROM BUTTE.
 SN0394'ABOUT 1.0 MILE NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION AT
 SN0394'BUTTE, AT THE SOUTHEAST CORNER OF A LARGE CEMETERY, 63.0 FEET WEST OF
 SN0394'THE CENTERLINE OF THE ROAD, 41.0 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SN0394'A FENCE AROUND THE CEMETERY, 35.1 FEET SOUTH OF THE STATION A 8 Z
 SN0394'1962, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN0394'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0396 ***********************************************************************
 SN0396  DESIGNATION -  A 8 Z RM 2
 SN0396  PID         -  SN0396
 SN0396  STATE/COUNTY-  ND/MCLEAN
 SN0396  USGS QUAD   -  BUTTE (1958)
 SN0396
 SN0396                         *CURRENT SURVEY CONTROL
 SN0396  ___________________________________________________________________
 SN0396* NAD 83(1986)-  47 50 47.     (N)    100 39 40.     (W)     SCALED    
 SN0396* NAVD 88     -       520.863  (meters)    1708.86   (feet)  ADJUSTED  
 SN0396  ___________________________________________________________________
 SN0396  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0396  DYNAMIC HT  -         520.922 (meters)    1709.06  (feet)  COMP
 SN0396  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 SN0396
 SN0396  VERT ORDER  -  SECOND    CLASS 0
 SN0396
 SN0396.The horizontal coordinates were scaled from a topographic map and have
 SN0396.an estimated accuracy of +/- 6 seconds.
 SN0396
 SN0396.The orthometric height was determined by differential leveling
 SN0396.and adjusted by the National Geodetic Survey in June 1991..
 SN0396
 SN0396.The geoid height was determined by GEOID03.
 SN0396
 SN0396.The dynamic height is computed by dividing the NAVD 88
 SN0396.geopotential number by the normal gravity value computed on the
 SN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0396.degrees latitude (g = 980.6199 gals.).
 SN0396
 SN0396.The modeled gravity was interpolated from observed gravity values.
 SN0396
 SN0396;                    North         East    Units  Estimated Accuracy
 SN0396;SPC ND N     -    94,110.      587,940.      MT  (+/- 180 meters Scaled)
 SN0396
 SN0396                          SUPERSEDED SURVEY CONTROL
 SN0396
 SN0396  NGVD 29 (??/??/92)  520.47   (m)         1707.6    (f) COMPUTED    2 0
 SN0396
 SN0396.Superseded values are not recommended for survey control.
 SN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0396.See file dsdata.txt to determine how the superseded data were derived.
 SN0396
 SN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU757005(NAD 83)
 SN0396_MARKER: DB = BENCH MARK DISK
 SN0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0396_STAMPING: A 8 Z NO 2 1962
 SN0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0396+STABILITY: SURFACE MOTION
 SN0396
 SN0396  HISTORY     - Date     Condition        Report By
 SN0396  HISTORY     - 1962     MONUMENTED       CGS
 SN0396
 SN0396                          STATION DESCRIPTION
 SN0396
 SN0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0396'1.0 MI N FROM BUTTE.
 SN0396'ABOUT 1.0 MILE NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION AT
 SN0396'BUTTE, AT THE SOUTHEAST CORNER OF A LARGE CEMETERY, 97.0 FEET WEST OF
 SN0396'THE CENTERLINE OF THE ROAD, 33.0 FEET WEST OF THE SOUTHEAST CORNER OF
 SN0396'A FENCE AROUND THE CEMETERY, 30.9 FEET WEST OF THE STATION MARK A 8 Z
 SN0396'1962, 1.0 FOOT SOUTHWEST OF THE EAST-WEST CEMETERY FENCE, ABOUT 2 FEET
 SN0396'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0396'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1096 ***********************************************************************
 SN1096  DESIGNATION -  A 80
 SN1096  PID         -  SN1096
 SN1096  STATE/COUNTY-  ND/MCLEAN
 SN1096  USGS QUAD   -  EMMET (1956)
 SN1096
 SN1096                         *CURRENT SURVEY CONTROL
 SN1096  ___________________________________________________________________
 SN1096* NAD 83(1986)-  47 38 46.     (N)    101 37 56.     (W)     SCALED    
 SN1096* NAVD 88     -       603.604  (meters)    1980.32   (feet)  ADJUSTED  
 SN1096  ___________________________________________________________________
 SN1096  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SN1096  DYNAMIC HT  -         603.661 (meters)    1980.51  (feet)  COMP
 SN1096  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SN1096
 SN1096  VERT ORDER  -  SECOND    CLASS 0
 SN1096
 SN1096.The horizontal coordinates were scaled from a topographic map and have
 SN1096.an estimated accuracy of +/- 6 seconds.
 SN1096
 SN1096.The orthometric height was determined by differential leveling
 SN1096.and adjusted by the National Geodetic Survey in June 1991..
 SN1096
 SN1096.The geoid height was determined by GEOID03.
 SN1096
 SN1096.The dynamic height is computed by dividing the NAVD 88
 SN1096.geopotential number by the normal gravity value computed on the
 SN1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1096.degrees latitude (g = 980.6199 gals.).
 SN1096
 SN1096.The modeled gravity was interpolated from observed gravity values.
 SN1096
 SN1096;                    North         East    Units  Estimated Accuracy
 SN1096;SPC ND N     -    72,460.      514,940.      MT  (+/- 180 meters Scaled)
 SN1096
 SN1096                          SUPERSEDED SURVEY CONTROL
 SN1096
 SN1096  NGVD 29 (??/??/92)  603.21   (m)         1979.0    (f) COMPUTED    2 0
 SN1096
 SN1096.Superseded values are not recommended for survey control.
 SN1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1096.See file dsdata.txt to determine how the superseded data were derived.
 SN1096
 SN1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT023803(NAD 83)
 SN1096_MARKER: DB = BENCH MARK DISK
 SN1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1096_STAMPING: A-80 -- 1934
 SN1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1096+STABILITY: SURFACE MOTION
 SN1096
 SN1096  HISTORY     - Date     Condition        Report By
 SN1096  HISTORY     - 1934     MONUMENTED       CGS
 SN1096  HISTORY     - 1946     GOOD             NGS
 SN1096
 SN1096                          STATION DESCRIPTION
 SN1096
 SN1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN1096'11.1 MI W FROM GARRISON.
 SN1096'11.1 MILES WEST OF, ALONG STATE HIGHWAY NO. 37.  A-80 IS LOCATED 11.1
 SN1096'MILES WEST OF THE POST OFFICE AT GARRISON.  2 MILES EAST OF THE
 SN1096'JUNCTION OF STATE HY. NO. 37 AND A COUNTY ROAD RUNNING WEST TO CONNECT
 SN1096'WITH STATE HY. NO. 8.  43 FT. WEST OF CENTERLINE OF A SECTION ROAD
 SN1096'THAT CROSSES HY. NO. 37.  42 FT. SOUTH OF CENTERLINE OF HIGHWAY. 24
 SN1096'1/2 FT. WEST OF CORNER OF WIRE FENCE. 2 FT. NORTH OF FENCE LINE.
 SN1096'STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH.
 SN1096
 SN1096                          STATION RECOVERY (1946)
 SN1096
 SN1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SN1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1097 ***********************************************************************
 SN1097  DESIGNATION -  A 80 RESET
 SN1097  PID         -  SN1097
 SN1097  STATE/COUNTY-  ND/MCLEAN
 SN1097  USGS QUAD   -  EMMET (1956)
 SN1097
 SN1097                         *CURRENT SURVEY CONTROL
 SN1097  ___________________________________________________________________
 SN1097* NAD 83(1986)-  47 38 46.     (N)    101 37 56.     (W)     SCALED    
 SN1097* NAVD 88     -       603.379  (meters)    1979.59   (feet)  ADJUSTED  
 SN1097  ___________________________________________________________________
 SN1097  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SN1097  DYNAMIC HT  -         603.436 (meters)    1979.77  (feet)  COMP
 SN1097  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SN1097
 SN1097  VERT ORDER  -  SECOND    CLASS 0
 SN1097
 SN1097.The horizontal coordinates were scaled from a topographic map and have
 SN1097.an estimated accuracy of +/- 6 seconds.
 SN1097
 SN1097.The orthometric height was determined by differential leveling
 SN1097.and adjusted by the National Geodetic Survey in June 1991..
 SN1097
 SN1097.The geoid height was determined by GEOID03.
 SN1097
 SN1097.The dynamic height is computed by dividing the NAVD 88
 SN1097.geopotential number by the normal gravity value computed on the
 SN1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1097.degrees latitude (g = 980.6199 gals.).
 SN1097
 SN1097.The modeled gravity was interpolated from observed gravity values.
 SN1097
 SN1097;                    North         East    Units  Estimated Accuracy
 SN1097;SPC ND N     -    72,460.      514,940.      MT  (+/- 180 meters Scaled)
 SN1097
 SN1097                          SUPERSEDED SURVEY CONTROL
 SN1097
 SN1097  NGVD 29 (??/??/92)  602.962  (m)         1978.22   (f) ADJ UNCH    2 0
 SN1097
 SN1097.Superseded values are not recommended for survey control.
 SN1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1097.See file dsdata.txt to determine how the superseded data were derived.
 SN1097
 SN1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT023803(NAD 83)
 SN1097_MARKER: DB = BENCH MARK DISK
 SN1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1097_STAMPING: A 80 RESET 1949
 SN1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1097+STABILITY: SURFACE MOTION
 SN1097
 SN1097  HISTORY     - Date     Condition        Report By
 SN1097  HISTORY     - 1949     MONUMENTED       CGS
 SN1097  HISTORY     - 1962     GOOD             NGS
 SN1097
 SN1097                          STATION DESCRIPTION
 SN1097
 SN1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1097'1 MI E FROM EMMET.
 SN1097'1 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET, AT A
 SN1097'ROAD INTERSECTION, 103 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SN1097'INTERSECTION, 83 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 60 FEET
 SN1097'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHEAST OF A TELEPHONE
 SN1097'POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 SN1097'HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0970 ***********************************************************************
 SN0970  DESIGNATION -  A 81
 SN0970  PID         -  SN0970
 SN0970  STATE/COUNTY-  ND/MERCER
 SN0970  USGS QUAD   -  HAZEN EAST (1968)
 SN0970
 SN0970                         *CURRENT SURVEY CONTROL
 SN0970  ___________________________________________________________________
 SN0970* NAD 83(1986)-  47 19 23.     (N)    101 30 08.     (W)     SCALED    
 SN0970* NAVD 88     -       525.646  (meters)    1724.56   (feet)  ADJUSTED  
 SN0970  ___________________________________________________________________
 SN0970  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SN0970  DYNAMIC HT  -         525.678 (meters)    1724.66  (feet)  COMP
 SN0970  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 SN0970
 SN0970  VERT ORDER  -  SECOND    CLASS 0
 SN0970
 SN0970.The horizontal coordinates were scaled from a topographic map and have
 SN0970.an estimated accuracy of +/- 6 seconds.
 SN0970
 SN0970.The orthometric height was determined by differential leveling
 SN0970.and adjusted by the National Geodetic Survey in June 1991..
 SN0970
 SN0970.The geoid height was determined by GEOID03.
 SN0970
 SN0970.The dynamic height is computed by dividing the NAVD 88
 SN0970.geopotential number by the normal gravity value computed on the
 SN0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0970.degrees latitude (g = 980.6199 gals.).
 SN0970
 SN0970.The modeled gravity was interpolated from observed gravity values.
 SN0970
 SN0970;                    North         East    Units  Estimated Accuracy
 SN0970;SPC ND S     -   184,610.      524,240.      MT  (+/- 180 meters Scaled)
 SN0970
 SN0970                          SUPERSEDED SURVEY CONTROL
 SN0970
 SN0970  NGVD 29 (??/??/92)  525.262  (m)         1723.30   (f) ADJ UNCH    2 0
 SN0970
 SN0970.Superseded values are not recommended for survey control.
 SN0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0970.See file dsdata.txt to determine how the superseded data were derived.
 SN0970
 SN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT109441(NAD 83)
 SN0970_MARKER: DB = BENCH MARK DISK
 SN0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0970_STAMPING: A 81 1934 1723.330
 SN0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0970+STABILITY: SURFACE MOTION
 SN0970
 SN0970  HISTORY     - Date     Condition        Report By
 SN0970  HISTORY     - 1934     MONUMENTED       CGS
 SN0970  HISTORY     - 1958     GOOD             NGS
 SN0970
 SN0970                          STATION DESCRIPTION
 SN0970
 SN0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0970'5.95 MI W FROM STANTON.
 SN0970'5.95 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SN0970'AT STANTON, OR ABOUT 6.1 MILE NORTHEAST ALONG THE NORTHERN PACIFIC
 SN0970'RAILROAD FROM THE STATION AT HAZEN, 12 POLES WEST OF MILEPOST 58,
 SN0970'ABOUT 0.15 MILE WEST OF STATE HIGHWAY 7 OVERPASS, 46 FEET SOUTH OF THE
 SN0970'SOUTH RAIL, 78 FEET SOUTHEAST OF THE CENTER OF AN OLD ABANDONED ROAD
 SN0970'CROSSING, 1 FOOT NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 SN0970'POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 SN0970'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0913 ***********************************************************************
 SN0913  DESIGNATION -  A 83
 SN0913  PID         -  SN0913
 SN0913  STATE/COUNTY-  ND/MERCER
 SN0913  USGS QUAD   -  MEDICINE BUTTE NE (1981)
 SN0913
 SN0913                         *CURRENT SURVEY CONTROL
 SN0913  ___________________________________________________________________
 SN0913* NAD 83(1986)-  47 13 55.     (N)    101 47 09.     (W)     SCALED    
 SN0913* NAVD 88     -       612.489  (meters)    2009.47   (feet)  ADJUSTED  
 SN0913  ___________________________________________________________________
 SN0913  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SN0913  DYNAMIC HT  -         612.525 (meters)    2009.59  (feet)  COMP
 SN0913  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 SN0913
 SN0913  VERT ORDER  -  SECOND    CLASS 0
 SN0913
 SN0913.The horizontal coordinates were scaled from a topographic map and have
 SN0913.an estimated accuracy of +/- 6 seconds.
 SN0913
 SN0913.The orthometric height was determined by differential leveling
 SN0913.and adjusted by the National Geodetic Survey in June 1991..
 SN0913
 SN0913.The geoid height was determined by GEOID03.
 SN0913
 SN0913.The dynamic height is computed by dividing the NAVD 88
 SN0913.geopotential number by the normal gravity value computed on the
 SN0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0913.degrees latitude (g = 980.6199 gals.).
 SN0913
 SN0913.The modeled gravity was interpolated from observed gravity values.
 SN0913
 SN0913;                    North         East    Units  Estimated Accuracy
 SN0913;SPC ND S     -   174,790.      502,640.      MT  (+/- 180 meters Scaled)
 SN0913
 SN0913                          SUPERSEDED SURVEY CONTROL
 SN0913
 SN0913  NGVD 29 (??/??/92)  612.085  (m)         2008.15   (f) ADJ UNCH    2 0
 SN0913
 SN0913.Superseded values are not recommended for survey control.
 SN0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0913.See file dsdata.txt to determine how the superseded data were derived.
 SN0913
 SN0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT891347(NAD 83)
 SN0913_MARKER: DB = BENCH MARK DISK
 SN0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0913_STAMPING: A 83 1934
 SN0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0913+STABILITY: SURFACE MOTION
 SN0913
 SN0913  HISTORY     - Date     Condition        Report By
 SN0913  HISTORY     - 1934     MONUMENTED       CGS
 SN0913  HISTORY     - 1958     GOOD             NGS
 SN0913
 SN0913                          STATION DESCRIPTION
 SN0913
 SN0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0913'2.5 MI S FROM BEULAH.
 SN0913'ABOUT 0.4 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0913'STATION AT BEULAH, THENCE ABOUT 2.1 MILE SOUTH ALONG STATE HIGHWAY 49,
 SN0913'39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE
 SN0913'CENTER LINE OF A FIELD ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SN0913'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0914 ***********************************************************************
 SN0914  DESIGNATION -  A 83 RESET
 SN0914  PID         -  SN0914
 SN0914  STATE/COUNTY-  ND/MERCER
 SN0914  USGS QUAD   -  MEDICINE BUTTE NE (1981)
 SN0914
 SN0914                         *CURRENT SURVEY CONTROL
 SN0914  ___________________________________________________________________
 SN0914* NAD 83(1986)-  47 13 55.     (N)    101 47 08.     (W)     SCALED    
 SN0914* NAVD 88     -       612.89   (+/-2cm)    2010.8    (feet)  VERTCON   
 SN0914  ___________________________________________________________________
 SN0914  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SN0914
 SN0914  VERT ORDER  -  THIRD (See Below)
 SN0914
 SN0914.The horizontal coordinates were scaled from a topographic map and have
 SN0914.an estimated accuracy of +/- 6 seconds.
 SN0914
 SN0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0914.The vertical order pertains to the NGVD 29 superseded value.
 SN0914
 SN0914.The geoid height was determined by GEOID03.
 SN0914
 SN0914;                    North         East    Units  Estimated Accuracy
 SN0914;SPC ND S     -   174,790.      502,660.      MT  (+/- 180 meters Scaled)
 SN0914
 SN0914                          SUPERSEDED SURVEY CONTROL
 SN0914
 SN0914  NGVD 29 (11/04/04)  612.49   (m)         2009.5    (f) RESET       3  
 SN0914
 SN0914.Superseded values are not recommended for survey control.
 SN0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0914.See file dsdata.txt to determine how the superseded data were derived.
 SN0914
 SN0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT891347(NAD 83)
 SN0914_MARKER: DB = BENCH MARK DISK
 SN0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0914_STAMPING: A 83 RESET 1962
 SN0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0914+STABILITY: SURFACE MOTION
 SN0914
 SN0914  HISTORY     - Date     Condition        Report By
 SN0914  HISTORY     - 1962     MONUMENTED       CGS
 SN0914
 SN0914                          STATION DESCRIPTION
 SN0914
 SN0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0914'2.0 MI S FROM BEULAH.
 SN0914'2.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE RAILROAD CROSSING IN
 SN0914'THE WEST EDGE OF BEULAH, MERCER COUNTY, ABOUT 0.1 MILE SOUTH OF THE
 SN0914'TOP OF THE HILL, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 SN0914'1 FOOT WEST OF A POWERLINE POLE, AND SET IN THE TOP OF A CONCRETE POST
 SN0914'PROJECTING 4 INCHES ABOVE THE GROUND.  NOTE-- THIS POWERLINE POLE IS
 SN0914'THE FIRST POLE SOUTH OF A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0396 ***********************************************************************
 SO0396  DESIGNATION -  A 84
 SO0396  PID         -  SO0396
 SO0396  STATE/COUNTY-  ND/DUNN
 SO0396  USGS QUAD   -  MANNING (1973)
 SO0396
 SO0396                         *CURRENT SURVEY CONTROL
 SO0396  ___________________________________________________________________
 SO0396* NAD 83(1986)-  47 08 25.     (N)    102 46 33.     (W)     SCALED    
 SO0396* NAVD 88     -       690.060  (meters)    2263.97   (feet)  ADJUSTED  
 SO0396  ___________________________________________________________________
 SO0396  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SO0396  DYNAMIC HT  -         690.090 (meters)    2264.07  (feet)  COMP
 SO0396  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 SO0396
 SO0396  VERT ORDER  -  SECOND    CLASS 0
 SO0396
 SO0396.The horizontal coordinates were scaled from a topographic map and have
 SO0396.an estimated accuracy of +/- 6 seconds.
 SO0396
 SO0396.The orthometric height was determined by differential leveling
 SO0396.and adjusted by the National Geodetic Survey in June 1991..
 SO0396
 SO0396.The geoid height was determined by GEOID03.
 SO0396
 SO0396.The dynamic height is computed by dividing the NAVD 88
 SO0396.geopotential number by the normal gravity value computed on the
 SO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0396.degrees latitude (g = 980.6199 gals.).
 SO0396
 SO0396.The modeled gravity was interpolated from observed gravity values.
 SO0396
 SO0396;                    North         East    Units  Estimated Accuracy
 SO0396;SPC ND S     -   166,300.      427,400.      MT  (+/- 180 meters Scaled)
 SO0396
 SO0396                          SUPERSEDED SURVEY CONTROL
 SO0396
 SO0396  NGVD 29 (??/??/92)  689.559  (m)         2262.33   (f) ADJ UNCH    2 0
 SO0396
 SO0396.Superseded values are not recommended for survey control.
 SO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0396.See file dsdata.txt to determine how the superseded data were derived.
 SO0396
 SO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN686231(NAD 83)
 SO0396_MARKER: DB = BENCH MARK DISK
 SO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0396_STAMPING: A-84 -- 1934
 SO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0396+STABILITY: SURFACE MOTION
 SO0396
 SO0396  HISTORY     - Date     Condition        Report By
 SO0396  HISTORY     - 1934     MONUMENTED       CGS
 SO0396
 SO0396                          STATION DESCRIPTION
 SO0396
 SO0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0396'6.4 MI S FROM MANNING.
 SO0396'6.4 MILES SOUTH OF THE COURT HOUSE AT MANNING.  52 FEET NORTH OF
 SO0396'CENTERLINE OF A SECTION LINE TRAIL CROSSING STATE HWY. 22.  36 FEET
 SO0396'NORTH OF CORNER POST AND 2 FEET EAST OF FENCE LINE.  40.5 FEET WEST OF
 SO0396'CENTERLINE OF STATE HWY. 22.  STANDARD TABLET SET IN TOP OF CONCRETE
 SO0396'POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0397 ***********************************************************************
 SO0397  DESIGNATION -  A 84 RESET
 SO0397  PID         -  SO0397
 SO0397  STATE/COUNTY-  ND/DUNN
 SO0397  USGS QUAD   -  MANNING (1973)
 SO0397
 SO0397                         *CURRENT SURVEY CONTROL
 SO0397  ___________________________________________________________________
 SO0397* NAD 83(1986)-  47 08 24.     (N)    102 46 34.     (W)     SCALED    
 SO0397* NAVD 88     -       688.30   (+/-2cm)    2258.2    (feet)  VERTCON   
 SO0397  ___________________________________________________________________
 SO0397  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 SO0397
 SO0397  VERT ORDER  -  THIRD (See Below)
 SO0397
 SO0397.The horizontal coordinates were scaled from a topographic map and have
 SO0397.an estimated accuracy of +/- 6 seconds.
 SO0397
 SO0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0397.The vertical order pertains to the NGVD 29 superseded value.
 SO0397
 SO0397.The geoid height was determined by GEOID03.
 SO0397
 SO0397;                    North         East    Units  Estimated Accuracy
 SO0397;SPC ND S     -   166,270.      427,370.      MT  (+/- 180 meters Scaled)
 SO0397
 SO0397                          SUPERSEDED SURVEY CONTROL
 SO0397
 SO0397  NGVD 29 (??/??/??)  687.80   (m)         2256.6    (f) RESET       3  
 SO0397
 SO0397.Superseded values are not recommended for survey control.
 SO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0397.See file dsdata.txt to determine how the superseded data were derived.
 SO0397
 SO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN686231(NAD 83)
 SO0397_MARKER: DB = BENCH MARK DISK
 SO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0397_STAMPING: A 84 RESET 1952
 SO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0397+STABILITY: SURFACE MOTION
 SO0397
 SO0397  HISTORY     - Date     Condition        Report By
 SO0397  HISTORY     - 1952     MONUMENTED       NDHD
 SO0397  HISTORY     - 1967     GOOD             LOCENG
 SO0397
 SO0397                          STATION DESCRIPTION
 SO0397
 SO0397'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 SO0397'6.5 MI S FROM MANNING.
 SO0397'6.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE COURTHOUSE AT MANNING,
 SO0397'DUNN COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 100 FEET WEST
 SO0397'OF THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTH OF THE SECTION LINE,
 SO0397'44 FEET NORTH OF THE EAST-AND-WEST FENCE, AND AT THE NORTH-AND-SOUTH
 SO0397'FENCE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SO0397
 SO0397                          STATION RECOVERY (1967)
 SO0397
 SO0397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SO0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0022 ***********************************************************************
 SP0022  DESIGNATION -  A 86
 SP0022  PID         -  SP0022
 SP0022  STATE/COUNTY-  ND/MCKENZIE
 SP0022  USGS QUAD   -  FAIRVIEW (1972)
 SP0022
 SP0022                         *CURRENT SURVEY CONTROL
 SP0022  ___________________________________________________________________
 SP0022* NAD 83(1986)-  47 51 03.     (N)    104 02 12.     (W)     SCALED    
 SP0022* NAVD 88     -       579.114  (meters)    1899.98   (feet)  ADJUSTED  
 SP0022  ___________________________________________________________________
 SP0022  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SP0022  DYNAMIC HT  -         579.177 (meters)    1900.18  (feet)  COMP
 SP0022  MODELED GRAV-     980,701.5   (mgal)                       NAVD 88
 SP0022
 SP0022  VERT ORDER  -  FIRST     CLASS II
 SP0022
 SP0022.The horizontal coordinates were scaled from a topographic map and have
 SP0022.an estimated accuracy of +/- 6 seconds.
 SP0022
 SP0022.The orthometric height was determined by differential leveling
 SP0022.and adjusted by the National Geodetic Survey in June 1991..
 SP0022
 SP0022.The geoid height was determined by GEOID03.
 SP0022
 SP0022.The dynamic height is computed by dividing the NAVD 88
 SP0022.geopotential number by the normal gravity value computed on the
 SP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0022.degrees latitude (g = 980.6199 gals.).
 SP0022
 SP0022.The modeled gravity was interpolated from observed gravity values.
 SP0022
 SP0022;                    North         East    Units  Estimated Accuracy
 SP0022;SPC ND N     -   100,670.      335,420.      MT  (+/- 180 meters Scaled)
 SP0022
 SP0022                          SUPERSEDED SURVEY CONTROL
 SP0022
 SP0022  NGVD 29 (??/??/92)  578.566  (m)         1898.18   (f) ADJ UNCH    1 2
 SP0022
 SP0022.Superseded values are not recommended for survey control.
 SP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SP0022.See file dsdata.txt to determine how the superseded data were derived.
 SP0022
 SP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP720001(NAD 83)
 SP0022_MARKER: DB = BENCH MARK DISK
 SP0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SP0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SP0022_STAMPING: A 86 1934
 SP0022_MARK LOGO: CGS   
 SP0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SP0022+STABILITY: SURFACE MOTION
 SP0022
 SP0022  HISTORY     - Date     Condition        Report By
 SP0022  HISTORY     - 1934     MONUMENTED       CGS
 SP0022  HISTORY     - 1962     GOOD             NGS
 SP0022  HISTORY     - 1981     GOOD             NGS
 SP0022
 SP0022                          STATION DESCRIPTION
 SP0022
 SP0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SP0022'0.3 MI E FROM FAIRVIEW.
 SP0022'IN MCKENZIE COUNTY, NORTH DAKOTA, 0.3 MILE EAST ALONG THE GREAT
 SP0022'NORTHERN RAILWAY FROM THE NORTH DAKOTA-MONTANA STATE LINE AT FAIRVIEW,
 SP0022'RICHLAND COUNTY, MONTANA, 100 YARDS WEST OF THE EAST WYE OF THE TRACK,
 SP0022'47.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 16 FEET SOUTHWEST
 SP0022'OF THE SOUTHWEST RAIL OF THE SIDETRACK AND 4 FEET WEST OF A POLE. A
 SP0022'STANDARD DISK, STAMPED A 86 1934 AND SET IN THE TOP OF A CONCRETE
 SP0022'POST, PROJECTING 4 INCHES ABOVE GROUND.
 SP0022
 SP0022                          STATION RECOVERY (1981)
 SP0022
 SP0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SP0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0539 ***********************************************************************
 SO0539  DESIGNATION -  A 87
 SO0539  PID         -  SO0539
 SO0539  STATE/COUNTY-  ND/MCKENZIE
 SO0539  USGS QUAD   -  SCHAFER SE (1978)
 SO0539
 SO0539                         *CURRENT SURVEY CONTROL
 SO0539  ___________________________________________________________________
 SO0539* NAD 83(1986)-  47 48 16.     (N)    103 03 14.     (W)     SCALED    
 SO0539* NAVD 88     -       649.575  (meters)    2131.15   (feet)  ADJUSTED  
 SO0539  ___________________________________________________________________
 SO0539  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 SO0539  DYNAMIC HT  -         649.639 (meters)    2131.36  (feet)  COMP
 SO0539  MODELED GRAV-     980,688.8   (mgal)                       NAVD 88
 SO0539
 SO0539  VERT ORDER  -  SECOND    CLASS 0
 SO0539
 SO0539.The horizontal coordinates were scaled from a topographic map and have
 SO0539.an estimated accuracy of +/- 6 seconds.
 SO0539
 SO0539.The orthometric height was determined by differential leveling
 SO0539.and adjusted by the National Geodetic Survey in June 1991..
 SO0539
 SO0539.The geoid height was determined by GEOID03.
 SO0539
 SO0539.The dynamic height is computed by dividing the NAVD 88
 SO0539.geopotential number by the normal gravity value computed on the
 SO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0539.degrees latitude (g = 980.6199 gals.).
 SO0539
 SO0539.The modeled gravity was interpolated from observed gravity values.
 SO0539
 SO0539;                    North         East    Units  Estimated Accuracy
 SO0539;SPC ND N     -    92,610.      408,740.      MT  (+/- 180 meters Scaled)
 SO0539
 SO0539                          SUPERSEDED SURVEY CONTROL
 SO0539
 SO0539  NGVD 29 (??/??/92)  649.059  (m)         2129.45   (f) ADJ UNCH    2 0
 SO0539
 SO0539.Superseded values are not recommended for survey control.
 SO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0539.See file dsdata.txt to determine how the superseded data were derived.
 SO0539
 SO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN457963(NAD 83)
 SO0539_MARKER: DB = BENCH MARK DISK
 SO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0539_STAMPING: A-87 -- 1934
 SO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0539+STABILITY: SURFACE MOTION
 SO0539
 SO0539  HISTORY     - Date     Condition        Report By
 SO0539  HISTORY     - 1934     MONUMENTED       CGS
 SO0539  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0539
 SO0539                          STATION DESCRIPTION
 SO0539
 SO0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0539'6.4 MI E FROM SCHAFER.
 SO0539'6.4 MILES EAST OF SCHAFER.  11.3 MILES NORTHEAST OF THE GREAT NORTHERN
 SO0539'DEPOT AT WATFORD CITY.  40 YARDS SOUTH OF A SMALL CREEK.  36 FEET
 SO0539'NORTH OF CENTER LINE OF STATE HWY. 23.  35 FEET EAST OF CENTER LINE OF
 SO0539'SIDE ROAD.  25.5 FEET EAST OF A GATE POST.  A STANDARD TABLET SET IN
 SO0539'TOP OF CONCRETE POST 2 INCHES HIGH.
 SO0539
 SO0539                          STATION RECOVERY (1975)
 SO0539
 SO0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0001 ***********************************************************************
 TG0001  DESIGNATION -  A 89
 TG0001  PID         -  TG0001
 TG0001  STATE/COUNTY-  ND/BURKE
 TG0001  USGS QUAD   -  FLAXTON (1947)
 TG0001
 TG0001                         *CURRENT SURVEY CONTROL
 TG0001  ___________________________________________________________________
 TG0001* NAD 83(1986)-  48 54 03.     (N)    102 24 03.     (W)     SCALED    
 TG0001* NAVD 88     -       590.502  (meters)    1937.34   (feet)  ADJUSTED  
 TG0001  ___________________________________________________________________
 TG0001  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG0001  DYNAMIC HT  -         590.632 (meters)    1937.77  (feet)  COMP
 TG0001  MODELED GRAV-     980,811.5   (mgal)                       NAVD 88
 TG0001
 TG0001  VERT ORDER  -  FIRST     CLASS II
 TG0001
 TG0001.The horizontal coordinates were scaled from a topographic map and have
 TG0001.an estimated accuracy of +/- 6 seconds.
 TG0001
 TG0001.The orthometric height was determined by differential leveling
 TG0001.and adjusted by the National Geodetic Survey in June 1991..
 TG0001
 TG0001.The geoid height was determined by GEOID03.
 TG0001
 TG0001.The dynamic height is computed by dividing the NAVD 88
 TG0001.geopotential number by the normal gravity value computed on the
 TG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0001.degrees latitude (g = 980.6199 gals.).
 TG0001
 TG0001.The modeled gravity was interpolated from observed gravity values.
 TG0001
 TG0001;                    North         East    Units  Estimated Accuracy
 TG0001;SPC ND N     -   213,070.      460,650.      MT  (+/- 180 meters Scaled)
 TG0001
 TG0001                          SUPERSEDED SURVEY CONTROL
 TG0001
 TG0001  NGVD 29 (??/??/92)  590.093  (m)         1936.00   (f) ADJ UNCH    1 2
 TG0001
 TG0001.Superseded values are not recommended for survey control.
 TG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0001.See file dsdata.txt to determine how the superseded data were derived.
 TG0001
 TG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ904196(NAD 83)
 TG0001_MARKER: DB = BENCH MARK DISK
 TG0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0001_STAMPING: A 89 1934
 TG0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0001+STABILITY: SURFACE MOTION
 TG0001
 TG0001  HISTORY     - Date     Condition        Report By
 TG0001  HISTORY     - 1934     MONUMENTED       CGS
 TG0001  HISTORY     - 1963     GOOD             NGS
 TG0001
 TG0001                          STATION DESCRIPTION
 TG0001
 TG0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0001'0.3 MI NW FROM FLAXTON.
 TG0001'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0001'AT FLAXTON, THENCE 0.2 MILE WEST ALONG A SPUR LINE OF THE SOO LINE
 TG0001'RAILROAD, IN SECTION 31, T 163 N, R 90 W, ABOUT 116 YARDS SOUTHWEST OF
 TG0001'THE MAIN TRACK LEADING NORTHWEST-SOUTHEAST, 36 FEET NORTH OF THE NORTH
 TG0001'RAIL, 67 FEET WEST OF THE NORTHWEST CORNER OF A SMALL SECTION TOOL
 TG0001'SHED, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TG0001'RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0348 ***********************************************************************
 QR0348  DESIGNATION -  A 9
 QR0348  PID         -  QR0348
 QR0348  STATE/COUNTY-  ND/MCINTOSH
 QR0348  USGS QUAD   -  ZEELAND (1978)
 QR0348
 QR0348                         *CURRENT SURVEY CONTROL
 QR0348  ___________________________________________________________________
 QR0348* NAD 83(1986)-  45 56 28.     (N)    099 45 06.     (W)     SCALED    
 QR0348* NAVD 88     -       591.191  (meters)    1939.60   (feet)  ADJUSTED  
 QR0348  ___________________________________________________________________
 QR0348  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 QR0348  DYNAMIC HT  -         591.158 (meters)    1939.49  (feet)  COMP
 QR0348  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 QR0348
 QR0348  VERT ORDER  -  FIRST     CLASS II
 QR0348
 QR0348.The horizontal coordinates were scaled from a topographic map and have
 QR0348.an estimated accuracy of +/- 6 seconds.
 QR0348
 QR0348.The orthometric height was determined by differential leveling
 QR0348.and adjusted by the National Geodetic Survey in June 1991..
 QR0348.WARNING-Repeat measurements at this control monument indicate possible
 QR0348.vertical movement.
 QR0348
 QR0348.The geoid height was determined by GEOID03.
 QR0348
 QR0348.The dynamic height is computed by dividing the NAVD 88
 QR0348.geopotential number by the normal gravity value computed on the
 QR0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0348.degrees latitude (g = 980.6199 gals.).
 QR0348
 QR0348.The modeled gravity was interpolated from observed gravity values.
 QR0348
 QR0348;                    North         East    Units  Estimated Accuracy
 QR0348;SPC ND S     -    30,780.      658,030.      MT  (+/- 180 meters Scaled)
 QR0348
 QR0348                          SUPERSEDED SURVEY CONTROL
 QR0348
 QR0348  NGVD 29 (??/??/92)  590.786  (m)         1938.27   (f) ADJ UNCH    1 2
 QR0348
 QR0348.Superseded values are not recommended for survey control.
 QR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0348.See file dsdata.txt to determine how the superseded data were derived.
 QR0348
 QR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR417877(NAD 83)
 QR0348_MARKER: DB = BENCH MARK DISK
 QR0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QR0348_STAMPING: 1938.313 A 9 1927
 QR0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0348+STABILITY: SURFACE MOTION
 QR0348
 QR0348  HISTORY     - Date     Condition        Report By
 QR0348  HISTORY     - 1927     MONUMENTED       CGS
 QR0348  HISTORY     - 1957     GOOD             NGS
 QR0348
 QR0348                          STATION DESCRIPTION
 QR0348
 QR0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0348'2 MI NW FROM MADRA.
 QR0348'IN MC INTOSH COUNTY, ABOUT 2.0 MILES NORTHWEST ALONG THE CHICAGO,
 QR0348'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM MADRA, MC PHERSON
 QR0348'COUNTY, SOUTH DAKOTA, ABOUT 0.1 MILE NORTHWEST OF A ROAD CROSSING,
 QR0348'150 FEET NORTH OF THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, 11
 QR0348'FEET NORTHWEST OF THE THIRD POLE NORTHWEST OF THE ROAD CROSSING,
 QR0348'AND 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK,
 QR0348'STAMPED 1938.313 A 9 1927 AND SET IN THE TOP OF A CONCRETE
 QR0348'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 QR0348
 QR0348                          STATION RECOVERY (1957)
 QR0348
 QR0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QR0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0384 ***********************************************************************
 TF0384  DESIGNATION -  A 9 B 1
 TF0384  PID         -  TF0384
 TF0384  STATE/COUNTY-  ND/MCHENRY
 TF0384  USGS QUAD   -  BERGEN (1957)
 TF0384
 TF0384                         *CURRENT SURVEY CONTROL
 TF0384  ___________________________________________________________________
 TF0384* NAD 83(1986)-  48 00 43.     (N)    100 40 30.     (W)     SCALED    
 TF0384* NAVD 88     -       493.575  (meters)    1619.34   (feet)  ADJUSTED  
 TF0384  ___________________________________________________________________
 TF0384  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TF0384  DYNAMIC HT  -         493.646 (meters)    1619.57  (feet)  COMP
 TF0384  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 TF0384
 TF0384  VERT ORDER  -  SECOND    CLASS 0
 TF0384
 TF0384.The horizontal coordinates were scaled from a topographic map and have
 TF0384.an estimated accuracy of +/- 6 seconds.
 TF0384
 TF0384.The orthometric height was determined by differential leveling
 TF0384.and adjusted by the National Geodetic Survey in June 1991..
 TF0384
 TF0384.The geoid height was determined by GEOID03.
 TF0384
 TF0384.The dynamic height is computed by dividing the NAVD 88
 TF0384.geopotential number by the normal gravity value computed on the
 TF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0384.degrees latitude (g = 980.6199 gals.).
 TF0384
 TF0384.The modeled gravity was interpolated from observed gravity values.
 TF0384
 TF0384;                    North         East    Units  Estimated Accuracy
 TF0384;SPC ND N     -   112,520.      586,940.      MT  (+/- 180 meters Scaled)
 TF0384
 TF0384                          SUPERSEDED SURVEY CONTROL
 TF0384
 TF0384  NGVD 29 (??/??/92)  493.19   (m)         1618.1    (f) COMPUTED    2 0
 TF0384
 TF0384.Superseded values are not recommended for survey control.
 TF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0384.See file dsdata.txt to determine how the superseded data were derived.
 TF0384
 TF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU750189(NAD 83)
 TF0384_MARKER: DD = SURVEY DISK
 TF0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0384_SP_SET: PEDESTAL
 TF0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0384
 TF0384  HISTORY     - Date     Condition        Report By
 TF0384  HISTORY     - UNK      MONUMENTED       DOD
 TF0384  HISTORY     - 1962     GOOD             NGS
 TF0384
 TF0384                          STATION DESCRIPTION
 TF0384
 TF0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0384'3.9 MI NE FROM BERGEN.
 TF0384'ABOUT 2.5 FEET EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0384'BERGEN, THENCE 1.4 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 277 YARDS
 TF0384'WEST OF THE ROAD, IN A FIELD, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH
 TF0384'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0383 ***********************************************************************
 TF0383  DESIGNATION -  A 9 B 2
 TF0383  PID         -  TF0383
 TF0383  STATE/COUNTY-  ND/MCHENRY
 TF0383  USGS QUAD   -  BERGEN (1957)
 TF0383
 TF0383                         *CURRENT SURVEY CONTROL
 TF0383  ___________________________________________________________________
 TF0383* NAD 83(1986)-  48 00 40.     (N)    100 40 10.     (W)     SCALED    
 TF0383* NAVD 88     -       494.099  (meters)    1621.06   (feet)  ADJUSTED  
 TF0383  ___________________________________________________________________
 TF0383  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0383  DYNAMIC HT  -         494.169 (meters)    1621.29  (feet)  COMP
 TF0383  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 TF0383
 TF0383  VERT ORDER  -  SECOND    CLASS 0
 TF0383
 TF0383.The horizontal coordinates were scaled from a topographic map and have
 TF0383.an estimated accuracy of +/- 6 seconds.
 TF0383
 TF0383.The orthometric height was determined by differential leveling
 TF0383.and adjusted by the National Geodetic Survey in June 1991..
 TF0383
 TF0383.The geoid height was determined by GEOID03.
 TF0383
 TF0383.The dynamic height is computed by dividing the NAVD 88
 TF0383.geopotential number by the normal gravity value computed on the
 TF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0383.degrees latitude (g = 980.6199 gals.).
 TF0383
 TF0383.The modeled gravity was interpolated from observed gravity values.
 TF0383
 TF0383;                    North         East    Units  Estimated Accuracy
 TF0383;SPC ND N     -   112,430.      587,360.      MT  (+/- 180 meters Scaled)
 TF0383
 TF0383                          SUPERSEDED SURVEY CONTROL
 TF0383
 TF0383  NGVD 29 (??/??/92)  493.72   (m)         1619.8    (f) COMPUTED    2 0
 TF0383
 TF0383.Superseded values are not recommended for survey control.
 TF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0383.See file dsdata.txt to determine how the superseded data were derived.
 TF0383
 TF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU754188(NAD 83)
 TF0383_MARKER: DD = SURVEY DISK
 TF0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0383_SP_SET: PEDESTAL
 TF0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0383
 TF0383  HISTORY     - Date     Condition        Report By
 TF0383  HISTORY     - UNK      MONUMENTED       DOD
 TF0383  HISTORY     - 1962     GOOD             NGS
 TF0383
 TF0383                          STATION DESCRIPTION
 TF0383
 TF0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0383'3.8 MI NE FROM BERGEN.
 TF0383'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0383'BERGEN, THENCE 1.3 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 185 YARDS
 TF0383'EAST OF THE ROAD, 3.5 FEET SOUTH OF A FENCE LINE, A 1.5 BY 4 FOOT
 TF0383'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 TF0383'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0386 ***********************************************************************
 TF0386  DESIGNATION -  A 9 Z
 TF0386  PID         -  TF0386
 TF0386  STATE/COUNTY-  ND/MCHENRY
 TF0386  USGS QUAD   -  BERGEN (1957)
 TF0386
 TF0386                         *CURRENT SURVEY CONTROL
 TF0386  ___________________________________________________________________
 TF0386* NAD 83(1986)-  48 00 56.     (N)    100 40 17.     (W)     SCALED    
 TF0386* NAVD 88     -       496.154  (meters)    1627.80   (feet)  ADJUSTED  
 TF0386  ___________________________________________________________________
 TF0386  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0386  DYNAMIC HT  -         496.225 (meters)    1628.03  (feet)  COMP
 TF0386  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 TF0386
 TF0386  VERT ORDER  -  SECOND    CLASS 0
 TF0386
 TF0386.The horizontal coordinates were scaled from a topographic map and have
 TF0386.an estimated accuracy of +/- 6 seconds.
 TF0386
 TF0386.The orthometric height was determined by differential leveling
 TF0386.and adjusted by the National Geodetic Survey in June 1991..
 TF0386
 TF0386.The geoid height was determined by GEOID03.
 TF0386
 TF0386.The dynamic height is computed by dividing the NAVD 88
 TF0386.geopotential number by the normal gravity value computed on the
 TF0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0386.degrees latitude (g = 980.6199 gals.).
 TF0386
 TF0386.The modeled gravity was interpolated from observed gravity values.
 TF0386
 TF0386;                    North         East    Units  Estimated Accuracy
 TF0386;SPC ND N     -   112,920.      587,220.      MT  (+/- 180 meters Scaled)
 TF0386
 TF0386                          SUPERSEDED SURVEY CONTROL
 TF0386
 TF0386  NGVD 29 (??/??/92)  495.77   (m)         1626.5    (f) COMPUTED    2 0
 TF0386
 TF0386.Superseded values are not recommended for survey control.
 TF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0386.See file dsdata.txt to determine how the superseded data were derived.
 TF0386
 TF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU753193(NAD 83)
 TF0386_MARKER: DS = TRIANGULATION STATION DISK
 TF0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0386_STAMPING: A9Z 1962
 TF0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0386+STABILITY: SURFACE MOTION
 TF0386
 TF0386  HISTORY     - Date     Condition        Report By
 TF0386  HISTORY     - 1962     MONUMENTED       CGS
 TF0386
 TF0386                          STATION DESCRIPTION
 TF0386
 TF0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0386'4.2 MI NE FROM BERGEN.
 TF0386'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0386'BERGEN, THENCE 1.7 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 0.5 MILE
 TF0386'SOUTH OF A T ROAD JUNCTION, AT THE SOUTHWEST CORNER OF THE YARD OF A
 TF0386'FARM HOME, 58 FEET EAST OF THE CENTERLINE OF THE ROAD, 23.5 FEET
 TF0386'NORTHWEST OF THE WEST MOST OF FOUR POPLAR TREES, 94.5 FEET WEST OF THE
 TF0386'WEST EDGE OF A GRAIN BIN, ABOUT 4 FEET BELOW THE ROAD, A DISK IN THE
 TF0386'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0387 ***********************************************************************
 TF0387  DESIGNATION -  A 9 Z RM 1
 TF0387  PID         -  TF0387
 TF0387  STATE/COUNTY-  ND/MCHENRY
 TF0387  USGS QUAD   -  BERGEN (1957)
 TF0387
 TF0387                         *CURRENT SURVEY CONTROL
 TF0387  ___________________________________________________________________
 TF0387* NAD 83(1986)-  48 00 57.     (N)    100 40 18.     (W)     SCALED    
 TF0387* NAVD 88     -       496.319  (meters)    1628.34   (feet)  ADJUSTED  
 TF0387  ___________________________________________________________________
 TF0387  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0387  DYNAMIC HT  -         496.390 (meters)    1628.57  (feet)  COMP
 TF0387  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 TF0387
 TF0387  VERT ORDER  -  SECOND    CLASS 0
 TF0387
 TF0387.The horizontal coordinates were scaled from a topographic map and have
 TF0387.an estimated accuracy of +/- 6 seconds.
 TF0387
 TF0387.The orthometric height was determined by differential leveling
 TF0387.and adjusted by the National Geodetic Survey in June 1991..
 TF0387
 TF0387.The geoid height was determined by GEOID03.
 TF0387
 TF0387.The dynamic height is computed by dividing the NAVD 88
 TF0387.geopotential number by the normal gravity value computed on the
 TF0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0387.degrees latitude (g = 980.6199 gals.).
 TF0387
 TF0387.The modeled gravity was interpolated from observed gravity values.
 TF0387
 TF0387;                    North         East    Units  Estimated Accuracy
 TF0387;SPC ND N     -   112,960.      587,190.      MT  (+/- 180 meters Scaled)
 TF0387
 TF0387                          SUPERSEDED SURVEY CONTROL
 TF0387
 TF0387  NGVD 29 (??/??/92)  495.94   (m)         1627.1    (f) COMPUTED    2 0
 TF0387
 TF0387.Superseded values are not recommended for survey control.
 TF0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0387.See file dsdata.txt to determine how the superseded data were derived.
 TF0387
 TF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU753194(NAD 83)
 TF0387_MARKER: DR = REFERENCE MARK DISK
 TF0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0387_STAMPING: A9Z NO 1 1962
 TF0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0387+STABILITY: SURFACE MOTION
 TF0387
 TF0387  HISTORY     - Date     Condition        Report By
 TF0387  HISTORY     - 1962     MONUMENTED       CGS
 TF0387
 TF0387                          STATION DESCRIPTION
 TF0387
 TF0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0387'4.2 MI NE FROM BERGEN.
 TF0387'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0387'BERGEN, THENCE 1.7 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 0.5 MILE
 TF0387'SOUTH OF A T ROAD JUNCTION, AT THE SOUTHWEST CORNER OF A FARM YARD, 86
 TF0387'FEET SOUTH OF THE CENTERLINE OF THE DRIVE TO THE HOUSE, 50 FEET EAST
 TF0387'OF THE CENTERLINE OF THE ROAD, 32.9 FEET NORTH-NORTHWEST OF THE
 TF0387'STATION MARK, 3 FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A
 TF0387'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0385 ***********************************************************************
 TF0385  DESIGNATION -  A 9 Z RM 2
 TF0385  PID         -  TF0385
 TF0385  STATE/COUNTY-  ND/MCHENRY
 TF0385  USGS QUAD   -  BERGEN (1957)
 TF0385
 TF0385                         *CURRENT SURVEY CONTROL
 TF0385  ___________________________________________________________________
 TF0385* NAD 83(1986)-  48 00 57.     (N)    100 40 17.     (W)     SCALED    
 TF0385* NAVD 88     -       496.097  (meters)    1627.61   (feet)  ADJUSTED  
 TF0385  ___________________________________________________________________
 TF0385  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0385  DYNAMIC HT  -         496.168 (meters)    1627.84  (feet)  COMP
 TF0385  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 TF0385
 TF0385  VERT ORDER  -  SECOND    CLASS 0
 TF0385
 TF0385.The horizontal coordinates were scaled from a topographic map and have
 TF0385.an estimated accuracy of +/- 6 seconds.
 TF0385
 TF0385.The orthometric height was determined by differential leveling
 TF0385.and adjusted by the National Geodetic Survey in June 1991..
 TF0385
 TF0385.The geoid height was determined by GEOID03.
 TF0385
 TF0385.The dynamic height is computed by dividing the NAVD 88
 TF0385.geopotential number by the normal gravity value computed on the
 TF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0385.degrees latitude (g = 980.6199 gals.).
 TF0385
 TF0385.The modeled gravity was interpolated from observed gravity values.
 TF0385
 TF0385;                    North         East    Units  Estimated Accuracy
 TF0385;SPC ND N     -   112,960.      587,220.      MT  (+/- 180 meters Scaled)
 TF0385
 TF0385                          SUPERSEDED SURVEY CONTROL
 TF0385
 TF0385  NGVD 29 (??/??/92)  495.72   (m)         1626.4    (f) COMPUTED    2 0
 TF0385
 TF0385.Superseded values are not recommended for survey control.
 TF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0385.See file dsdata.txt to determine how the superseded data were derived.
 TF0385
 TF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU753194(NAD 83)
 TF0385_MARKER: DR = REFERENCE MARK DISK
 TF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0385_STAMPING: A9Z NO 2 1962
 TF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0385+STABILITY: SURFACE MOTION
 TF0385
 TF0385  HISTORY     - Date     Condition        Report By
 TF0385  HISTORY     - 1962     MONUMENTED       CGS
 TF0385
 TF0385                          STATION DESCRIPTION
 TF0385
 TF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0385'4.2 MI NE FROM BERGEN.
 TF0385'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0385'AT BERGEN, 1.7 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 0.5 MILE SOUTH
 TF0385'OF A T ROAD JUNCTION, AT THE SOUTHWEST CORNER OF A YARD FOR A FARM
 TF0385'HOME, 153 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 94 FEET
 TF0385'EAST OF THE CENTERLINE OF THE ROAD, 36.5 FEET EAST-SOUTHEAST OF THE
 TF0385'STATION MARK, 59 FEET WEST OF THE WEST EDGE OF A GRAIN BEN, 10 FEET
 TF0385'NORTHEAST OF THE EAST MOST OF FOUR POPLAR TREES, ABOUT 4 FEET BELOW
 TF0385'THE ROAD, A DISK SET IN A CONCRETE POST THAT IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1044 ***********************************************************************
 TG1044  DESIGNATION -  A 90
 TG1044  PID         -  TG1044
 TG1044  STATE/COUNTY-  ND/DIVIDE
 TG1044  USGS QUAD   -  CROSBY (1981)
 TG1044
 TG1044                         *CURRENT SURVEY CONTROL
 TG1044  ___________________________________________________________________
 TG1044* NAD 83(1986)-  48 55 12.     (N)    103 18 45.     (W)     SCALED    
 TG1044* NAVD 88     -       596.418  (meters)    1956.75   (feet)  ADJUSTED  
 TG1044  ___________________________________________________________________
 TG1044  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1044  DYNAMIC HT  -         596.541 (meters)    1957.15  (feet)  COMP
 TG1044  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TG1044
 TG1044  VERT ORDER  -  SECOND    CLASS 0
 TG1044
 TG1044.The horizontal coordinates were scaled from a topographic map and have
 TG1044.an estimated accuracy of +/- 6 seconds.
 TG1044
 TG1044.The orthometric height was determined by differential leveling
 TG1044.and adjusted by the National Geodetic Survey in June 1991..
 TG1044
 TG1044.The geoid height was determined by GEOID03.
 TG1044
 TG1044.The dynamic height is computed by dividing the NAVD 88
 TG1044.geopotential number by the normal gravity value computed on the
 TG1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1044.degrees latitude (g = 980.6199 gals.).
 TG1044
 TG1044.The modeled gravity was interpolated from observed gravity values.
 TG1044
 TG1044;                    North         East    Units  Estimated Accuracy
 TG1044;SPC ND N     -   217,250.      393,910.      MT  (+/- 180 meters Scaled)
 TG1044
 TG1044                          SUPERSEDED SURVEY CONTROL
 TG1044
 TG1044  NGVD 29 (??/??/92)  595.968  (m)         1955.27   (f) ADJ UNCH    2 0
 TG1044
 TG1044.Superseded values are not recommended for survey control.
 TG1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1044.See file dsdata.txt to determine how the superseded data were derived.
 TG1044
 TG1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ236199(NAD 83)
 TG1044_MARKER: DB = BENCH MARK DISK
 TG1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1044_STAMPING: A-90--1934
 TG1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1044+STABILITY: SURFACE MOTION
 TG1044
 TG1044  HISTORY     - Date     Condition        Report By
 TG1044  HISTORY     - 1934     MONUMENTED       CGS
 TG1044
 TG1044                          STATION DESCRIPTION
 TG1044
 TG1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1044'1.0 MI NW FROM CROSBY.
 TG1044'1.0 MILE NORTHWEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TG1044'RAILWAY STATION AT CROSBY. 104 FEET NORTHWEST OF CENTER LINE OF TRACK
 TG1044'AND STATE HWY. 42 CROSSING. 75 FEET SOUTHWEST OF CENTERLINE OF STATE
 TG1044'HWY. 42.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 TG1044'THIS MARK IS ABOUT 25 FEET WEST OF A TELEGRAPH POLE AND SET IN FENCE
 TG1044'LINE PARALLEL TO TRACK.  NOTE-- THE MSP AND SSM RR IS NOW THE SOO
 TG1044'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1056 ***********************************************************************
 TG1056  DESIGNATION -  A 91 RESET
 TG1056  PID         -  TG1056
 TG1056  STATE/COUNTY-  ND/DIVIDE
 TG1056  USGS QUAD   -  CROSBY SE (1948)
 TG1056
 TG1056                         *CURRENT SURVEY CONTROL
 TG1056  ___________________________________________________________________
 TG1056* NAD 83(1986)-  48 49 17.     (N)    103 18 44.     (W)     SCALED    
 TG1056* NAVD 88     -       619.97   (+/-2cm)    2034.0    (feet)  VERTCON   
 TG1056  ___________________________________________________________________
 TG1056  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG1056
 TG1056  VERT ORDER  -  THIRD (See Below)
 TG1056
 TG1056.The horizontal coordinates were scaled from a topographic map and have
 TG1056.an estimated accuracy of +/- 6 seconds.
 TG1056
 TG1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1056.The vertical order pertains to the NGVD 29 superseded value.
 TG1056
 TG1056.The geoid height was determined by GEOID03.
 TG1056
 TG1056;                    North         East    Units  Estimated Accuracy
 TG1056;SPC ND N     -   206,290.      393,530.      MT  (+/- 180 meters Scaled)
 TG1056
 TG1056                          SUPERSEDED SURVEY CONTROL
 TG1056
 TG1056  NGVD 29 (11/04/04)  619.50   (m)         2032.5    (f) RESET       3  
 TG1056
 TG1056.Superseded values are not recommended for survey control.
 TG1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1056.See file dsdata.txt to determine how the superseded data were derived.
 TG1056
 TG1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ238089(NAD 83)
 TG1056_MARKER: DB = BENCH MARK DISK
 TG1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1056_STAMPING: A 91 RESET 1952
 TG1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1056+STABILITY: SURFACE MOTION
 TG1056
 TG1056  HISTORY     - Date     Condition        Report By
 TG1056  HISTORY     - 1952     MONUMENTED       NDHD
 TG1056  HISTORY     - 20041110 MARK NOT FOUND   NDWC
 TG1056
 TG1056                          STATION DESCRIPTION
 TG1056
 TG1056'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG1056'7.2 MI S FROM CROSBY.
 TG1056'7.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COUNTY COURTHOUSE AT
 TG1056'CROSBY.  DIVIDE COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 75
 TG1056'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET EAST OF THE
 TG1056'FLARED END-SECTION OF A CULVERT, 14 FEET SOUTH OF A POLE, AND 13 FEET
 TG1056'NORTH OF A WHITE WOODEN RIGHT-OF-WAY POST.  A STANDARD DISK, STAMPED A
 TG1056'91 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 TG1056
 TG1056                          STATION RECOVERY (2004)
 TG1056
 TG1056'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0408 ***********************************************************************
 SO0408  DESIGNATION -  A 92
 SO0408  PID         -  SO0408
 SO0408  STATE/COUNTY-  ND/MCKENZIE
 SO0408  USGS QUAD   -  CROFF (1959)
 SO0408
 SO0408                         *CURRENT SURVEY CONTROL
 SO0408  ___________________________________________________________________
 SO0408* NAD 83(1986)-  47 43 54.     (N)    102 55 04.     (W)     SCALED    
 SO0408* NAVD 88     -       766.821  (meters)    2515.81   (feet)  ADJUSTED  
 SO0408  ___________________________________________________________________
 SO0408  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0408  DYNAMIC HT  -         766.885 (meters)    2516.02  (feet)  COMP
 SO0408  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 SO0408
 SO0408  VERT ORDER  -  SECOND    CLASS 0
 SO0408
 SO0408.The horizontal coordinates were scaled from a topographic map and have
 SO0408.an estimated accuracy of +/- 6 seconds.
 SO0408
 SO0408.The orthometric height was determined by differential leveling
 SO0408.and adjusted by the National Geodetic Survey in June 1991..
 SO0408
 SO0408.The geoid height was determined by GEOID03.
 SO0408
 SO0408.The dynamic height is computed by dividing the NAVD 88
 SO0408.geopotential number by the normal gravity value computed on the
 SO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0408.degrees latitude (g = 980.6199 gals.).
 SO0408
 SO0408.The modeled gravity was interpolated from observed gravity values.
 SO0408
 SO0408;                    North         East    Units  Estimated Accuracy
 SO0408;SPC ND N     -    84,190.      418,680.      MT  (+/- 180 meters Scaled)
 SO0408
 SO0408                          SUPERSEDED SURVEY CONTROL
 SO0408
 SO0408  NGVD 29 (??/??/92)  766.312  (m)         2514.14   (f) ADJ UNCH    2 0
 SO0408
 SO0408.Superseded values are not recommended for survey control.
 SO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0408.See file dsdata.txt to determine how the superseded data were derived.
 SO0408
 SO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN561885(NAD 83)
 SO0408_MARKER: DB = BENCH MARK DISK
 SO0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0408_STAMPING: A-92 1934
 SO0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0408+STABILITY: SURFACE MOTION
 SO0408
 SO0408  HISTORY     - Date     Condition        Report By
 SO0408  HISTORY     - 1934     MONUMENTED       CGS
 SO0408  HISTORY     - 1940     GOOD             NGS
 SO0408
 SO0408                          STATION DESCRIPTION
 SO0408
 SO0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0408'1.7 MI SE FROM CROFF.
 SO0408'ABOUT 1.7 MILES SOUTH-EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 SO0408'AT CROFF, ON THE NORTH-EAST SLOPE OF A SLIGHT RIDGE, ABOUT 61 YARDS
 SO0408'WEST OF THE CENTER LINE OF A DITCH, 18 YARDS NORTH-EAST OF THE TOP OF
 SO0408'A RIDGE, 55 FEET SOUTH-WEST OF THE CENTER LINE OF THE HIGHWAY AND 1
 SO0408'FOOT WEST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK
 SO0408'STAMPED A-92 1934 AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0601 ***********************************************************************
 SO0601  DESIGNATION -  A 93 RESET
 SO0601  PID         -  SO0601
 SO0601  STATE/COUNTY-  ND/MCKENZIE
 SO0601  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0601
 SO0601                         *CURRENT SURVEY CONTROL
 SO0601  ___________________________________________________________________
 SO0601* NAD 83(1986)-  47 59 35.     (N)    103 39 34.     (W)     SCALED    
 SO0601* NAVD 88     -       691.401  (meters)    2268.37   (feet)  ADJUSTED  
 SO0601  ___________________________________________________________________
 SO0601  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SO0601  DYNAMIC HT  -         691.480 (meters)    2268.63  (feet)  COMP
 SO0601  MODELED GRAV-     980,701.9   (mgal)                       NAVD 88
 SO0601
 SO0601  VERT ORDER  -  FIRST     CLASS II
 SO0601
 SO0601.The horizontal coordinates were scaled from a topographic map and have
 SO0601.an estimated accuracy of +/- 6 seconds.
 SO0601
 SO0601.The orthometric height was determined by differential leveling
 SO0601.and adjusted by the National Geodetic Survey in June 1991..
 SO0601
 SO0601.The geoid height was determined by GEOID03.
 SO0601
 SO0601.The dynamic height is computed by dividing the NAVD 88
 SO0601.geopotential number by the normal gravity value computed on the
 SO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0601.degrees latitude (g = 980.6199 gals.).
 SO0601
 SO0601.The modeled gravity was interpolated from observed gravity values.
 SO0601
 SO0601;                    North         East    Units  Estimated Accuracy
 SO0601;SPC ND N     -   115,250.      364,280.      MT  (+/- 180 meters Scaled)
 SO0601
 SO0601                          SUPERSEDED SURVEY CONTROL
 SO0601
 SO0601.No superseded survey control is available for this station.
 SO0601
 SO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP000163(NAD 83)
 SO0601_MARKER: DB = BENCH MARK DISK
 SO0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0601_STAMPING: A 93 RESET 1968
 SO0601_MARK LOGO: CGS   
 SO0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0601+STABILITY: SURFACE MOTION
 SO0601
 SO0601  HISTORY     - Date     Condition        Report By
 SO0601  HISTORY     - 1968     MONUMENTED       CGS
 SO0601  HISTORY     - 1981     GOOD             NGS
 SO0601
 SO0601                          STATION DESCRIPTION
 SO0601
 SO0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SO0601'12 MI SSW FROM WILLISTON.
 SO0601'ABOUT 9.2 MILES SOUTH ALONG U.S. HIGHWAY NO. 85 FROM THE MISSOURI
 SO0601'RIVER BRIDGE AT JUNKIN, 390 FEET NORTH OF EAST-WEST SECTION LINE ROAD,
 SO0601'100 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY NO. 85, 69 FEET NORTH
 SO0601'OF A TELEPHONE POLE AND 1 FOOT NORTH OF A STEEL WITNESS POST. A
 SO0601'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED A 93
 SO0601'RESET 1968.  THE MARK PROJECTS 4 INCHES.
 SO0601
 SO0601                          STATION RECOVERY (1981)
 SO0601
 SO0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SO0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0586 ***********************************************************************
 SO0586  DESIGNATION -  A 94
 SO0586  PID         -  SO0586
 SO0586  STATE/COUNTY-  ND/MCKENZIE
 SO0586  USGS QUAD   -  SQUAW GAP (1974)
 SO0586
 SO0586                         *CURRENT SURVEY CONTROL
 SO0586  ___________________________________________________________________
 SO0586* NAD 83(1986)-  47 29 21.     (N)    103 54 18.     (W)     SCALED    
 SO0586* NAVD 88     -       688.470  (meters)    2258.76   (feet)  ADJUSTED  
 SO0586  ___________________________________________________________________
 SO0586  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 SO0586  DYNAMIC HT  -         688.509 (meters)    2258.88  (feet)  COMP
 SO0586  MODELED GRAV-     980,646.9   (mgal)                       NAVD 88
 SO0586
 SO0586  VERT ORDER  -  SECOND    CLASS 0
 SO0586
 SO0586.The horizontal coordinates were scaled from a topographic map and have
 SO0586.an estimated accuracy of +/- 6 seconds.
 SO0586
 SO0586.The orthometric height was determined by differential leveling
 SO0586.and adjusted by the National Geodetic Survey in June 1991..
 SO0586
 SO0586.The geoid height was determined by GEOID03.
 SO0586
 SO0586.The dynamic height is computed by dividing the NAVD 88
 SO0586.geopotential number by the normal gravity value computed on the
 SO0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0586.degrees latitude (g = 980.6199 gals.).
 SO0586
 SO0586.The modeled gravity was interpolated from observed gravity values.
 SO0586
 SO0586;                    North         East    Units  Estimated Accuracy
 SO0586;SPC ND N     -    60,060.      343,490.      MT  (+/- 180 meters Scaled)
 SO0586
 SO0586                          SUPERSEDED SURVEY CONTROL
 SO0586
 SO0586  NGVD 29 (??/??/92)  687.899  (m)         2256.88   (f) ADJ UNCH    2 0
 SO0586
 SO0586.Superseded values are not recommended for survey control.
 SO0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0586.See file dsdata.txt to determine how the superseded data were derived.
 SO0586
 SO0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN824601(NAD 83)
 SO0586_MARKER: DB = BENCH MARK DISK
 SO0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0586_STAMPING: A 94 1934
 SO0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0586+STABILITY: SURFACE MOTION
 SO0586
 SO0586  HISTORY     - Date     Condition        Report By
 SO0586  HISTORY     - 1934     MONUMENTED       CGS
 SO0586  HISTORY     - 1938     GOOD             NGS
 SO0586  HISTORY     - 1968     GOOD             DOD
 SO0586
 SO0586                          STATION DESCRIPTION
 SO0586
 SO0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0586'33.5 MI S FROM ALEXANDER.
 SO0586'33.5 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE GREAT NORTHERN
 SO0586'RAILWAY STATION AT ALEXANDER, MCKENZIE COUNTY, 1 MILE EAST OF THE
 SO0586'SQUAW CAP SCHOOL, AT THE INTERSECTION OF A SECTION-LINE ROAD AND A
 SO0586'RIGHT-ANGLE TURN TO THE WEST, 120 YARDS WEST OF A SMALL CREEK, 113
 SO0586'FEET NORTH OF THE CENTERLINE OF THE ROAD, 157 FEET NORTH OF A FENCE
 SO0586'CORNER, AND 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 SO0586'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 SO0586
 SO0586                          STATION RECOVERY (1968)
 SO0586
 SO0586'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SO0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0025 ***********************************************************************
 RS0025  DESIGNATION -  A 96
 RS0025  PID         -  RS0025
 RS0025  STATE/COUNTY-  ND/STARK
 RS0025  USGS QUAD   -  WHITE BUTTE NE (1960)
 RS0025
 RS0025                         *CURRENT SURVEY CONTROL
 RS0025  ___________________________________________________________________
 RS0025* NAD 83(1986)-  46 41 18.     (N)    102 18 25.     (W)     SCALED    
 RS0025* NAVD 88     -       718.304  (meters)    2356.64   (feet)  ADJUSTED  
 RS0025  ___________________________________________________________________
 RS0025  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RS0025  DYNAMIC HT  -         718.286 (meters)    2356.58  (feet)  COMP
 RS0025  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 RS0025
 RS0025  VERT ORDER  -  SECOND    CLASS 0
 RS0025
 RS0025.The horizontal coordinates were scaled from a topographic map and have
 RS0025.an estimated accuracy of +/- 6 seconds.
 RS0025
 RS0025.The orthometric height was determined by differential leveling
 RS0025.and adjusted by the National Geodetic Survey in June 1991..
 RS0025
 RS0025.The geoid height was determined by GEOID03.
 RS0025
 RS0025.The dynamic height is computed by dividing the NAVD 88
 RS0025.geopotential number by the normal gravity value computed on the
 RS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0025.degrees latitude (g = 980.6199 gals.).
 RS0025
 RS0025.The modeled gravity was interpolated from observed gravity values.
 RS0025
 RS0025;                    North         East    Units  Estimated Accuracy
 RS0025;SPC ND S     -   115,150.      461,800.      MT  (+/- 180 meters Scaled)
 RS0025
 RS0025                          SUPERSEDED SURVEY CONTROL
 RS0025
 RS0025  NGVD 29 (??/??/92)  717.776  (m)         2354.90   (f) ADJ UNCH    2 0
 RS0025
 RS0025.Superseded values are not recommended for survey control.
 RS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0025.See file dsdata.txt to determine how the superseded data were derived.
 RS0025
 RS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM059740(NAD 83)
 RS0025_MARKER: DB = BENCH MARK DISK
 RS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0025_STAMPING: A-96 -- 1934
 RS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0025+STABILITY: SURFACE MOTION
 RS0025
 RS0025  HISTORY     - Date     Condition        Report By
 RS0025  HISTORY     - 1934     MONUMENTED       CGS
 RS0025  HISTORY     - 1961     GOOD             NGS
 RS0025
 RS0025                          STATION DESCRIPTION
 RS0025
 RS0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0025'13.9 MI S FROM RICHARDTON.
 RS0025'13.9 MILES SOUTH OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RS0025'RICHARDTON. 1.3 MILES NORTH OF ST.STEVENS CHURCH. 49 FEET WEST OF
 RS0025'CENTERLINE OF STATE HWY. 8. 36 FEET SOUTH OF CENTERLINE OF A GRADED
 RS0025'COUNTY ROAD CROSSING HIGHWAY. 4.5 FEET WEST OF CORNER POST AND 1.5
 RS0025'FEET NORTH OF FENCE LINE.  A STANDARD TABLET SET IN TOP OF CONCRETE
 RS0025'POST 4 INCHES HIGH.
 RS0025
 RS0025                          STATION RECOVERY (1961)
 RS0025
 RS0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RS0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0026 ***********************************************************************
 RS0026  DESIGNATION -  A 96 RESET
 RS0026  PID         -  RS0026
 RS0026  STATE/COUNTY-  ND/STARK
 RS0026  USGS QUAD   -  WHITE BUTTE NE (1960)
 RS0026
 RS0026                         *CURRENT SURVEY CONTROL
 RS0026  ___________________________________________________________________
 RS0026* NAD 83(1986)-  46 41 18.     (N)    102 18 25.     (W)     SCALED    
 RS0026* NAVD 88     -       718.67   (+/-2cm)    2357.8    (feet)  VERTCON   
 RS0026  ___________________________________________________________________
 RS0026  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RS0026
 RS0026  VERT ORDER  -  THIRD (See Below)
 RS0026
 RS0026.The horizontal coordinates were scaled from a topographic map and have
 RS0026.an estimated accuracy of +/- 6 seconds.
 RS0026
 RS0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0026.The vertical order pertains to the NGVD 29 superseded value.
 RS0026
 RS0026.The geoid height was determined by GEOID03.
 RS0026
 RS0026;                    North         East    Units  Estimated Accuracy
 RS0026;SPC ND S     -   115,150.      461,800.      MT  (+/- 180 meters Scaled)
 RS0026
 RS0026                          SUPERSEDED SURVEY CONTROL
 RS0026
 RS0026  NGVD 29 (11/04/04)  718.14   (m)         2356.1    (f) RESET       3  
 RS0026
 RS0026.Superseded values are not recommended for survey control.
 RS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0026.See file dsdata.txt to determine how the superseded data were derived.
 RS0026
 RS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM059740(NAD 83)
 RS0026_MARKER: DB = BENCH MARK DISK
 RS0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0026_STAMPING: A 96 RESET 1962
 RS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0026+STABILITY: SURFACE MOTION
 RS0026
 RS0026  HISTORY     - Date     Condition        Report By
 RS0026  HISTORY     - 1962     MONUMENTED       CGS
 RS0026
 RS0026                          STATION DESCRIPTION
 RS0026
 RS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RS0026'13.9 MI S FROM RICHARDTON.
 RS0026'13.9 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE NORTHERN PACIFIC
 RS0026'RAILWAY STATION AT RICHARDTON, STARK COUNTY, 1.3 MILES NORTH OF ST.
 RS0026'STEPHENS CHURCH, IN THE SOUTHWEST ANGLE OF CROSSROADS, ABOUT 119 FEET
 RS0026'WEST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET SOUTH OF CENTERLINE OF
 RS0026'EAST-WEST ROAD, 1 FOOT NORTH OF A FENCE LINE, AND SET IN THE TOP OF A
 RS0026'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0076 ***********************************************************************
 RS0076  DESIGNATION -  A 99
 RS0076  PID         -  RS0076
 RS0076  STATE/COUNTY-  ND/HETTINGER
 RS0076  USGS QUAD   -  HAVELOCK (1973)
 RS0076
 RS0076                         *CURRENT SURVEY CONTROL
 RS0076  ___________________________________________________________________
 RS0076* NAD 83(1986)-  46 28 30.     (N)    102 44 37.     (W)     SCALED    
 RS0076* NAVD 88     -       782.746  (meters)    2568.06   (feet)  ADJUSTED  
 RS0076  ___________________________________________________________________
 RS0076  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 RS0076  DYNAMIC HT  -         782.707 (meters)    2567.93  (feet)  COMP
 RS0076  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 RS0076
 RS0076  VERT ORDER  -  SECOND    CLASS 0
 RS0076
 RS0076.The horizontal coordinates were scaled from a topographic map and have
 RS0076.an estimated accuracy of +/- 6 seconds.
 RS0076
 RS0076.The orthometric height was determined by differential leveling
 RS0076.and adjusted by the National Geodetic Survey in June 1991..
 RS0076
 RS0076.The geoid height was determined by GEOID03.
 RS0076
 RS0076.The dynamic height is computed by dividing the NAVD 88
 RS0076.geopotential number by the normal gravity value computed on the
 RS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0076.degrees latitude (g = 980.6199 gals.).
 RS0076
 RS0076.The modeled gravity was interpolated from observed gravity values.
 RS0076
 RS0076;                    North         East    Units  Estimated Accuracy
 RS0076;SPC ND S     -    92,310.      427,730.      MT  (+/- 180 meters Scaled)
 RS0076
 RS0076                          SUPERSEDED SURVEY CONTROL
 RS0076
 RS0076  NGVD 29 (??/??/92)  782.228  (m)         2566.36   (f) ADJ UNCH    2 0
 RS0076
 RS0076.Superseded values are not recommended for survey control.
 RS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0076.See file dsdata.txt to determine how the superseded data were derived.
 RS0076
 RS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM732492(NAD 83)
 RS0076_MARKER: DB = BENCH MARK DISK
 RS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0076_STAMPING: A 99 1934
 RS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0076+STABILITY: SURFACE MOTION
 RS0076
 RS0076  HISTORY     - Date     Condition        Report By
 RS0076  HISTORY     - 1934     MONUMENTED       CGS
 RS0076  HISTORY     - 1941     GOOD             NGS
 RS0076  HISTORY     - 1972     GOOD             LOCSUR
 RS0076
 RS0076                          STATION DESCRIPTION
 RS0076
 RS0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RS0076'IN HAVELOCK.
 RS0076'AT HAVELOCK, HETTINGER COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RS0076'PACIFIC RAILROAD, 289 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE
 RS0076'STATION, 150 FEET SOUTHEAST OF MILEPOST 126, 225 FEET SOUTHEAST OF THE
 RS0076'CROSSING OF MAIN STREET, 45.7 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RS0076'TRACK, 5 FEET NORTH OF A POLE, AND 4 FEET SOUTH OF ANOTHER POLE. A
 RS0076'STANDARD DISK STAMPED A 99 1934 AND SET IN THE TOP OF A CONCRETE POST
 RS0076'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE RAILROAD STATION AT
 RS0076'HAVELOCK NO LONGER EXISTS.
 RS0076
 RS0076                          STATION RECOVERY (1972)
 RS0076
 RS0076'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1032 ***********************************************************************
 RP1032  DESIGNATION -  ABERCROMBIE GRAIN CO ELEVATOR
 RP1032  PID         -  RP1032
 RP1032  STATE/COUNTY-  ND/RICHLAND
 RP1032  USGS QUAD   -  ABERCROMBIE (1973)
 RP1032
 RP1032                         *CURRENT SURVEY CONTROL
 RP1032  ___________________________________________________________________
 RP1032* NAD 83(1996)-  46 27 21.68160(N)    096 42 35.79692(W)     ADJUSTED  
 RP1032* NAVD 88     -                                                        
 RP1032  ___________________________________________________________________
 RP1032  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 RP1032  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 RP1032
 RP1032  HORZ ORDER  -  THIRD
 RP1032
 RP1032.The horizontal coordinates were established by classical geodetic methods
 RP1032.and adjusted by the National Geodetic Survey in January 1998..
 RP1032
 RP1032
 RP1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1032
 RP1032.The geoid height was determined by GEOID03.
 RP1032
 RP1032;                    North         East     Units Scale Factor Converg.
 RP1032;SPC ND S     -    94,764.375   891,043.735   MT  0.99995757   +2 45 51.8
 RP1032;SPC ND S     -   310,906.74  2,923,371.83   iFT  0.99995757   +2 45 51.8
 RP1032;SPC MN C     -   264,766.064   611,060.855   MT  0.99992425   -1 46 46.2
 RP1032;UTM  14      - 5,147,264.881   675,859.656   MT  0.99998016   +1 39 37.3
 RP1032
 RP1032                          SUPERSEDED SURVEY CONTROL
 RP1032
 RP1032  NAD 83(1986)-  46 27 21.68050(N)    096 42 35.78506(W) AD(       ) 4
 RP1032  NAD 27      -  46 27 21.85000(N)    096 42 34.45000(W) AD(       ) 3
 RP1032
 RP1032.Superseded values are not recommended for survey control.
 RP1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1032.See file dsdata.txt to determine how the superseded data were derived.
 RP1032
 RP1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7586047265(NAD 83)
 RP1032_MARKER: 65 = GRAIN ELEVATOR
 RP1032
 RP1032  HISTORY     - Date     Condition        Report By
 RP1032  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1032
 RP1032                          STATION DESCRIPTION
 RP1032
 RP1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1032'THE STATION IS THE TOP CENTER OF THE LONE ELEVATOR LOCATED
 RP1032'IN THE TOWN OF ABERCROMBIE.  IT IS A CORRUGATED METAL BUILDING
 RP1032'APPROXIMATELY 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0786 ***********************************************************************
 RP0786  DESIGNATION -  ABSARAKA
 RP0786  PID         -  RP0786
 RP0786  STATE/COUNTY-  ND/CASS
 RP0786  USGS QUAD   -  ABSARAKA (1967)
 RP0786
 RP0786                         *CURRENT SURVEY CONTROL
 RP0786  ___________________________________________________________________
 RP0786* NAD 83(1996)-  46 58 33.01598(N)    097 25 45.68902(W)     ADJUSTED  
 RP0786* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 RP0786  ___________________________________________________________________
 RP0786  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 RP0786  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 RP0786
 RP0786  HORZ ORDER  -  SECOND
 RP0786
 RP0786.The horizontal coordinates were established by classical geodetic methods
 RP0786.and adjusted by the National Geodetic Survey in January 1998..
 RP0786
 RP0786.The orthometric height was scaled from a topographic map.
 RP0786
 RP0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0786
 RP0786.The geoid height was determined by GEOID03.
 RP0786
 RP0786;                    North         East     Units Scale Factor Converg.
 RP0786;SPC ND S     -   150,089.614   833,572.227   MT  0.99993888   +2 14 22.8
 RP0786;SPC ND S     -   492,419.99  2,734,817.02   iFT  0.99993888   +2 14 22.8
 RP0786;UTM  14      - 5,203,676.244   619,461.768   MT  0.99977540   +1 08 54.2
 RP0786
 RP0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0786!SPC ND S     -   0.99995103  x   0.99993888  =   0.99988992
 RP0786!UTM  14      -   0.99995103  x   0.99977540  =   0.99972644
 RP0786
 RP0786|---------------------------------------------------------------------|
 RP0786| PID    Reference Object                     Distance      Geod. Az  |
 RP0786|                                                           dddmmss.s |
 RP0786| CO4160 ABSARAKA RM 1                        17.227 METERS 01426     |
 RP0786| CO4161 ABSARAKA RM 2                        25.320 METERS 09441     |
 RP0786| RP0787 ABSARAKA 2                            4.690 METERS 09611     |
 RP0786| CO4159 ABSARAKA AZ MK                                     1815836.9 |
 RP0786| CO4162 ABSARAKA 2 AZ MK                                   1830906.4 |
 RP0786|---------------------------------------------------------------------|
 RP0786
 RP0786                          SUPERSEDED SURVEY CONTROL
 RP0786
 RP0786  NAD 83(1986)-  46 58 33.01618(N)    097 25 45.67852(W) AD(       ) 2
 RP0786  NAD 27      -  46 58 33.10200(N)    097 25 44.36500(W) AD(       ) 2
 RP0786
 RP0786.Superseded values are not recommended for survey control.
 RP0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0786.See file dsdata.txt to determine how the superseded data were derived.
 RP0786
 RP0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1946203676(NAD 83)
 RP0786_MARKER: DS = TRIANGULATION STATION DISK
 RP0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0786
 RP0786  HISTORY     - Date     Condition        Report By
 RP0786  HISTORY     - 1954     MONUMENTED       CGS
 RP0786  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RP0786  HISTORY     - 1965     SEE DESCRIPTION  USGS
 RP0786
 RP0786                          STATION DESCRIPTION
 RP0786
 RP0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0786'THE STATION IS NEAR THE NORTHWEST CORNER OF SEC. 6, T. 140
 RP0786'N., R. 53 W., ABOUT 1.5 MILES WEST OF ABSARAKA, ON PROPERTY
 RP0786'OF MR. LEROY BOYD.
 RP0786'
 RP0786'TO REACH FROM ABSARAKA, FROM THE RAILROAD CROSSING IN THE
 RP0786'SOUTHWEST EDGE OF TOWN, GO WEST ON GRAVEL ROAD FOR 1.5 MILES
 RP0786'TO A T-ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.1 MILE TO STATION
 RP0786'ON LEFT AT SOUTHWEST CORNER OF A GROVE OF TREES.
 RP0786'
 RP0786'THE STATION MARK, 43 FEET EAST OF CENTER OF ROAD, 15 FEET
 RP0786'EAST OF WITNESS POST, 45 FEET SOUTH OF A TURN-OUT TO FIELD,
 RP0786'AT SOUTHWEST CORNER OF A GROUP OF TREES, IS LEVEL WITH THE
 RP0786'GROUND SURFACE AND THE DISK IS STAMPED ABSARAKA 1954.
 RP0786'
 RP0786'REFERENCE MARK NO. 1, NORTH OF AND APPROXIMATELY LEVEL WITH
 RP0786'THE STATION, IS 57 FEET EAST OF THE CENTER OF THE ROAD, AT
 RP0786'NORTH EDGE OF TURN-OUT TO FIELD, AND PROJECTS 6 INCHES.
 RP0786'THE DISK IS STAMPED ABSARAKA NO 1 1954.
 RP0786'
 RP0786'REFERENCE MARK NO. 2, EAST OF AND APPROXIMATELY LEVEL WITH
 RP0786'THE STATION, IS 4 FEET WEST OF SOUTHWEST CORNER OF TREES,
 RP0786'AT NORTH EDGE OF A CULTIVATED FIELD, AND PROJECTS 6 INCHES.
 RP0786'THE DISK IS STAMPED ABSARAKA NO 2 1954.
 RP0786'
 RP0786'THE AZIMUTH MARK, APPROXIMATELY 0.45 MILE SOUTH, IS 39 FEET
 RP0786'WEST OF THE CENTER OF THE ROAD, 3 FEET EAST OF A WITNESS
 RP0786'POST, AT THE NORTHEAST EDGE OF A SMALL GROUP OF TREES, AND
 RP0786'PROJECTS 6 INCHES.  THE DISK IS STAMPED ABSARAKA 1954.
 RP0786'
 RP0786'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RP0786
 RP0786                          STATION RECOVERY (1963)
 RP0786
 RP0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0786'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 RP0786'IN GOOD CONDITION.  IT WAS REPORTED THAT THE STATION MARK
 RP0786'AND THE AZIMUTH MARK WERE IN THE WAY OF CONSTRUCTION AS
 RP0786'THE NORTH-SOUTH ROAD WAS TO BE WIDENED.  A NEW STATION WAS
 RP0786'ESTABLISHED IN THE IMMEDIATE VICINITY AND THE ORIGINAL STATION
 RP0786'WAS DESTROYED.  SEE DESCRIPTION FOR ABSARAKA 2.  THE REFERENCE
 RP0786'MARKS ESTABLISHED FOR STATION ABSARAKA WERE USED FOR STATION
 RP0786'ABSARAKA 2.
 RP0786
 RP0786                          STATION RECOVERY (1965)
 RP0786
 RP0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JFS)
 RP0786'STATION MARK ABSARAKA 1954 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 RP0786'
 RP0786'STATION MARK ABSARAKA 2 1963 FOUND IN GOOD CONDITION NEARBY.
 RP0786'
 RP0786'REF. MK. NO. 1 1954 AND REF. MK. NO. 2 1954 FOUND IN GOOD
 RP0786'CONDITION.
 RP0786'
 RP0786'AZ. MK. 1963 RESET WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0787 ***********************************************************************
 RP0787  DESIGNATION -  ABSARAKA 2
 RP0787  PID         -  RP0787
 RP0787  STATE/COUNTY-  ND/CASS
 RP0787  USGS QUAD   -  ABSARAKA (1967)
 RP0787
 RP0787                         *CURRENT SURVEY CONTROL
 RP0787  ___________________________________________________________________
 RP0787* NAD 83(1996)-  46 58 32.99964(N)    097 25 45.46841(W)     ADJUSTED  
 RP0787* NAVD 88     -       338.     (meters)    1109.     (feet)  SCALED    
 RP0787  ___________________________________________________________________
 RP0787  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 RP0787  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 RP0787
 RP0787  HORZ ORDER  -  THIRD
 RP0787
 RP0787.The horizontal coordinates were established by classical geodetic methods
 RP0787.and adjusted by the National Geodetic Survey in January 1998..
 RP0787.No horizontal observational check was made to the station.
 RP0787
 RP0787.The orthometric height was scaled from a topographic map.
 RP0787
 RP0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0787
 RP0787.The geoid height was determined by GEOID03.
 RP0787
 RP0787;                    North         East     Units Scale Factor Converg.
 RP0787;SPC ND S     -   150,089.292   833,576.906   MT  0.99993888   +2 14 23.0
 RP0787;SPC ND S     -   492,418.94  2,734,832.37   iFT  0.99993888   +2 14 23.0
 RP0787;UTM  14      - 5,203,675.834   619,466.439   MT  0.99977541   +1 08 54.3
 RP0787
 RP0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0787!SPC ND S     -   0.99995103  x   0.99993888  =   0.99988992
 RP0787!UTM  14      -   0.99995103  x   0.99977541  =   0.99972645
 RP0787
 RP0787|---------------------------------------------------------------------|
 RP0787| PID    Reference Object                     Distance      Geod. Az  |
 RP0787|                                                           dddmmss.s |
 RP0787| CO4164 ABSARAKA 2 RM 2                                    09418     |
 RP0787| CO4159 ABSARAKA AZ MK                                     1821941.3 |
 RP0787| CO4162 ABSARAKA 2 AZ MK                                   1833006.5 |
 RP0787| RP0786 ABSARAKA                              4.690 METERS 27611     |
 RP0787| CO4163 ABSARAKA 2 RM 1                                    35849     |
 RP0787|---------------------------------------------------------------------|
 RP0787
 RP0787                          SUPERSEDED SURVEY CONTROL
 RP0787
 RP0787  NAD 83(1986)-  46 58 32.99983(N)    097 25 45.45791(W) AD(       ) 3
 RP0787  NAD 27      -  46 58 33.08600(N)    097 25 44.14400(W) AD(       ) 3
 RP0787
 RP0787.Superseded values are not recommended for survey control.
 RP0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0787.See file dsdata.txt to determine how the superseded data were derived.
 RP0787
 RP0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1946603676(NAD 83)
 RP0787_MARKER: DS = TRIANGULATION STATION DISK
 RP0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0787
 RP0787  HISTORY     - Date     Condition        Report By
 RP0787  HISTORY     - 1963     MONUMENTED       CGS
 RP0787
 RP0787                          STATION DESCRIPTION
 RP0787
 RP0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0787'THE STATION IS ABOUT 1.5 MILES WEST OF ABSARAKA AND IS NEAR
 RP0787'THE NORTHWEST CORNER OF SEC. 6, T. 140 N., R. 53 W.
 RP0787'
 RP0787'TO REACH THE STATION FROM ABSARAKA, FROM THE RAILROAD CROSSING
 RP0787'NEAR THE SOUTHWEST EDGE OF TOWN, GO WEST ON GRAVEL ROAD
 RP0787'FOR 1.5 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 RP0787'FOR ABOUT 0.1 MILE TO STATION ON LEFT NEAR THE SOUTHWEST
 RP0787'CORNER OF A GROVE OF TREES.  TO REACH THE AZIMUTH MARK
 RP0787'CONTINUE SOUTH FOR ABOUT 0.45 MILE TO THE MARK ON THE RIGHT.
 RP0787'
 RP0787'THE STATION MARK IS 58 FEET EAST OF THE CENTERLINE OF THE
 RP0787'ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.  THE MARK
 RP0787'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED ABSARAKA
 RP0787'2 1963.
 RP0787'
 RP0787'R.M. NO. 1 IS ABOUT 52 FEET EAST OF THE CENTERLINE OF THE
 RP0787'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK
 RP0787'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ABSARKA NO
 RP0787'1 1954.
 RP0787'
 RP0787'R.M. NO. 2 IS 67.6 FEET EAST OF THE STATION AND 1 FOOT SOUTH
 RP0787'OF A WOODEN WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 RP0787'AND THE DISK IS STAMPED ABSARAKA NO 2 1954.
 RP0787'
 RP0787'THE AZIMUTH MARK IS ABOUT 50 YARDS NORTH-NORTHEAST OF THE
 RP0787'NORTHEAST CORNER OF A WHITE HOUSE, NEAR THE NORTHEAST CORNER
 RP0787'OF A GROVE OF TREES, ABOUT 78 FEET WEST OF THE CENTERLINE OF
 RP0787'THE ROAD AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 RP0787'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ABSARAKA
 RP0787'2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0801 ***********************************************************************
 SO0801  DESIGNATION -  ACHENBACK
 SO0801  PID         -  SO0801
 SO0801  STATE/COUNTY-  ND/MCKENZIE
 SO0801  USGS QUAD   -  SPERATI POINT (1958)
 SO0801
 SO0801                         *CURRENT SURVEY CONTROL
 SO0801  ___________________________________________________________________
 SO0801* NAD 83(1996)-  47 34 11.99698(N)    103 25 06.69146(W)     ADJUSTED  
 SO0801* NAVD 88     -       819.5    (meters)    2689.     (feet)  VERTCON   
 SO0801  ___________________________________________________________________
 SO0801  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 SO0801  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 SO0801
 SO0801  HORZ ORDER  -  THIRD
 SO0801
 SO0801.The horizontal coordinates were established by classical geodetic methods
 SO0801.and adjusted by the National Geodetic Survey in January 1998..
 SO0801
 SO0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0801
 SO0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0801
 SO0801.The geoid height was determined by GEOID03.
 SO0801
 SO0801;                    North         East     Units Scale Factor Converg.
 SO0801;SPC ND N     -    67,534.085   380,458.191   MT  0.99997594   -2 10 18.4
 SO0801;SPC ND N     -   221,568.52  1,248,222.41   iFT  0.99997594   -2 10 18.4
 SO0801;UTM  13      - 5,269,721.015   618,946.539   MT  0.99977387   +1 10 02.7
 SO0801
 SO0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0801!SPC ND N     -   0.99987428  x   0.99997594  =   0.99985023
 SO0801!UTM  13      -   0.99987428  x   0.99977387  =   0.99964818
 SO0801
 SO0801:                Primary Azimuth Mark                     Grid Az
 SO0801:SPC ND N     -  STEELE                                   158 19 32.1
 SO0801:UTM  13      -  STEELE                                   154 59 11.0
 SO0801
 SO0801|---------------------------------------------------------------------|
 SO0801| PID    Reference Object                     Distance      Geod. Az  |
 SO0801|                                                           dddmmss.s |
 SO0801| SO0800 STEELE                              APPROX. 6.5 KM 1560913.7 |
 SO0801|---------------------------------------------------------------------|
 SO0801
 SO0801                          SUPERSEDED SURVEY CONTROL
 SO0801
 SO0801  NAD 83(1986)-  47 34 11.99438(N)    103 25 06.68193(W) AD(       ) 3
 SO0801  NAD 27      -  47 34 11.94372(N)    103 25 04.98542(W) AD(       ) 3
 SO0801  NGVD 29 (07/19/86)  819.0    (m)         2687.     (f) VERT ANG       
 SO0801
 SO0801.Superseded values are not recommended for survey control.
 SO0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0801.See file dsdata.txt to determine how the superseded data were derived.
 SO0801
 SO0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1894769721(NAD 83)
 SO0801_MARKER: DD = SURVEY DISK
 SO0801_SETTING: 80 = SET IN A BOULDER
 SO0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0801+STABILITY: SURFACE MOTION
 SO0801
 SO0801  HISTORY     - Date     Condition        Report By
 SO0801  HISTORY     - 1957     MONUMENTED       USGS
 SO0801
 SO0801                          STATION DESCRIPTION
 SO0801
 SO0801'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0801'STATION IS LOCATED IN THE SW. PART OF THE THEODORE ROOSEVELT NATIONAL
 SO0801'MEMORIAL PARK.  ON THE HIGHEST POINT OF THE WESTERLY HILL OF A HIGH
 SO0801'RIDGE KNOWN LOCALLY AS THE ACHENBACK DIVIDE.  NEAR THE N. 1/16 CORNER
 SO0801'BETWEEN SECS. 9 AND 10, T. 147 N., R. 100 W.  A STANDARD TABLET
 SO0801'STAMPED---ACHENBACK 1957---AND SET IN TOP OF A 3 FT BOULDER./NOTE--THE
 SO0801'BOULDER IS SO HARD I WAS UNABLE TO DRILL A HOLE TO SET THE TABLET IN,
 SO0801'SO IT IS CEMENTED ON TOP OF BOULDER.  THE ROCK WAS DRILLED FOR AN HALF
 SO0801'HOUR AND WE ONLY GOT ABOUT 1/2 IN. INTO THE ROCK AND THE STAR DRILL
 SO0801'WAS FLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2264 ***********************************************************************
 TF2264  DESIGNATION -  ACK
 TF2264  PID         -  TF2264
 TF2264  STATE/COUNTY-  ND/BOTTINEAU
 TF2264  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF2264
 TF2264                         *CURRENT SURVEY CONTROL
 TF2264  ___________________________________________________________________
 TF2264* NAD 83(1996)-  48 57 52.39178(N)    100 13 51.51486(W)     ADJUSTED  
 TF2264* NAVD 88     -       682.     (meters)    2238.     (feet)  SCALED    
 TF2264  ___________________________________________________________________
 TF2264  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 TF2264  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF2264
 TF2264  HORZ ORDER  -  THIRD
 TF2264
 TF2264.The horizontal coordinates were established by classical geodetic methods
 TF2264.and adjusted by the National Geodetic Survey in January 1998..
 TF2264
 TF2264.The orthometric height was scaled from a topographic map.
 TF2264
 TF2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2264
 TF2264.The geoid height was determined by GEOID03.
 TF2264
 TF2264;                    North         East     Units Scale Factor Converg.
 TF2264;SPC ND N     -   218,470.010   619,699.933   MT  1.00005408   +0 12 00.7
 TF2264;SPC ND N     -   716,765.12  2,033,136.26   iFT  1.00005408   +0 12 00.7
 TF2264;UTM  14      - 5,424,245.474   409,900.355   MT  0.99969973   -0 55 42.9
 TF2264
 TF2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2264!SPC ND N     -   0.99989640  x   1.00005408  =   0.99995047
 TF2264!UTM  14      -   0.99989640  x   0.99969973  =   0.99959616
 TF2264
 TF2264:                Primary Azimuth Mark                     Grid Az
 TF2264:SPC ND N     -  FAIR                                     007 02 00.3
 TF2264:UTM  14      -  FAIR                                     008 09 43.9
 TF2264
 TF2264|---------------------------------------------------------------------|
 TF2264| PID    Reference Object                     Distance      Geod. Az  |
 TF2264|                                                           dddmmss.s |
 TF2264| TF2282 FAIR                                APPROX. 7.0 KM 0071401.0 |
 TF2264|---------------------------------------------------------------------|
 TF2264
 TF2264                          SUPERSEDED SURVEY CONTROL
 TF2264
 TF2264  NAD 83(1986)-  48 57 52.38226(N)    100 13 51.50096(W) AD(       ) 3
 TF2264
 TF2264.Superseded values are not recommended for survey control.
 TF2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2264.See file dsdata.txt to determine how the superseded data were derived.
 TF2264
 TF2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0990024245(NAD 83)
 TF2264_MARKER: DD = SURVEY DISK
 TF2264_SETTING: 80 = SET IN A BOULDER
 TF2264_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TF2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2264+STABILITY: SURFACE MOTION
 TF2264
 TF2264  HISTORY     - Date     Condition        Report By
 TF2264  HISTORY     - 1910     MONUMENTED       IBC
 TF2264
 TF2264                          STATION DESCRIPTION
 TF2264
 TF2264'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2264'ABOUT 2-1/2 MILES SOUTH AND A LITTLE EAST OF INTERNATIONAL BOUNDARY
 TF2264'MONUMENT 706, ON A HIGH, ROUND - TOPPED, BRUSHY KNOLL, ABOUT 90 METERS
 TF2264'SOUTH AND 335 METERS WEST OF THE NORTHEAST CORNER OF SECTION 10,
 TF2264'TOWNSHIP 163 N, RANGE 74 W, FIFTH PRINCIPAL MERIDIAN, AND ABOUT 90
 TF2264'METERS NORTHWEST OF THE SCANDINAVIAN CHURCH WHICH IS VERY CONSPICUOUS
 TF2264'FROM EVERY DIRECTION.
 TF2264'
 TF2264'STATION MARK--THE ORIGINAL MARK WAS A WOODEN HUB DRIVEN FLUSH WITH THE
 TF2264'GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE SURFACE MARK IS A
 TF2264'BRONZE DISK SET IN A GRANITE BOULDER APPROXIMATELY 12 BY 12 BY 20
 TF2264'INCHES, SET ON END.  THE SUBSURFACE MARK IS A CROSS IN A GRANITE
 TF2264'BOULDER 12 INCHES IN DIAMETER SET 20 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4419 ***********************************************************************
 DH4419  DESIGNATION -  ACKERMAN 1
 DH4419  PID         -  DH4419
 DH4419  STATE/COUNTY-  ND/WARD
 DH4419  USGS QUAD   -  BURLINGTON SE (1979)
 DH4419
 DH4419                         *CURRENT SURVEY CONTROL
 DH4419  ___________________________________________________________________
 DH4419* NAD 83(1996)-  48 16 17.70019(N)    101 17 51.69165(W)     ADJUSTED  
 DH4419* NAVD 88     -       525.5    (meters)    1724.     (feet)  GPS OBS   
 DH4419  ___________________________________________________________________
 DH4419  X           -    -833,301.572 (meters)                     COMP
 DH4419  Y           -  -4,171,141.378 (meters)                     COMP
 DH4419  Z           -   4,737,406.571 (meters)                     COMP
 DH4419  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 DH4419  ELLIP HEIGHT-         505.14  (meters)          (06/27/05) GPS OBS
 DH4419  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 DH4419
 DH4419  HORZ ORDER  -  A
 DH4419  ELLP ORDER  -  FOURTH    CLASS I
 DH4419
 DH4419.The horizontal coordinates were established by GPS observations
 DH4419.and adjusted by the National Geodetic Survey in June 2005..
 DH4419
 DH4419.The orthometric height was determined by GPS observations and a
 DH4419.high-resolution geoid model.
 DH4419
 DH4419.Photographs are available for this station.
 DH4419
 DH4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4419
 DH4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4419
 DH4419.The ellipsoidal height was determined by GPS observations
 DH4419.and is referenced to NAD 83.
 DH4419
 DH4419.The geoid height was determined by GEOID03.
 DH4419
 DH4419;                    North         East     Units Scale Factor Converg.
 DH4419;SPC ND N     -   141,683.574   540,789.593   MT  0.99994115   -0 35 36.9
 DH4419;SPC ND N     -   464,841.12  1,774,244.07   iFT  0.99994115   -0 35 36.9
 DH4419;UTM  14      - 5,349,038.236   329,509.174   MT  0.99995715   -1 42 54.7
 DH4419
 DH4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4419!SPC ND N     -   0.99992084  x   0.99994115  =   0.99986199
 DH4419!UTM  14      -   0.99992084  x   0.99995715  =   0.99987799
 DH4419
 DH4419                          SUPERSEDED SURVEY CONTROL
 DH4419
 DH4419.No superseded survey control is available for this station.
 DH4419
 DH4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2950949038(NAD 83)
 DH4419_MARKER: F = FLANGE-ENCASED ROD
 DH4419_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH4419_STAMPING: ACKERMAN 1
 DH4419_MARK LOGO: NONE  
 DH4419_PROJECTION: FLUSH
 DH4419_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4419+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4419_ROD/PIPE-DEPTH:  9.8 meters
 DH4419_SLEEVE-DEPTH  :  0.9 meters
 DH4419
 DH4419  HISTORY     - Date     Condition        Report By
 DH4419  HISTORY     - 2001     MONUMENTED       LOCSUR
 DH4419  HISTORY     - 20040820 GOOD             NDSPLS
 DH4419
 DH4419                          STATION DESCRIPTION
 DH4419
 DH4419'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4419'THE STATION IS LOCATED IN MINOT, ON LAND DESIGNATED AS A GLIDE PATH
 DH4419'NORTHWEST OF  MINOT INTERNATIONAL AIRPORT.  OWNERSHIP--CITY OF MINOT.
 DH4419' 
 DH4419'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY (US  HIGHWAY
 DH4419'83) AND BURDICK  EXPRESSWAY IN MINOT, GO NORTH ON BROADWAY FOR 2.53
 DH4419'MILES TO A T-INTERSECTION AND A  ROAD LEADING WEST. GO WEST FOR 200
 DH4419'FEET (0.04 MI) TO A GRAVEL FRONTAGE ROAD.  GO NORTH  ON THE FRONTAGE
 DH4419'ROAD FOR 990 FEET (0.19 M) TO THE STATION ON THE LEFT.
 DH4419' 
 DH4419'THE STATION IS INSIDE A STANDARD COVER STAMPED ---ACKERMAN 1---.
 DH4419'LOCATED 312 FEET WEST OF  THE CENTER OF THE FRONTAGE ROAD, 95.0 FEET
 DH4419'SOUTHWEST OF THE PROJECTED CENTERLINE  OT THE MAIN RUNWAY AT MINOT
 DH4419'INTERNATIONAL AIRPORT, 43.5 FEET WEST-NORTHWEST OF A
 DH4419'TELECOMMUNICATIONS PEDESTAL, AND 2.2 FEET NORTHEAST OF A CARSONITE
 DH4419'WITNESS POST. THE  STATION IS A STANDARD 9/16 INCH STAINLESS STEEL ROD
 DH4419'DRIVEN TO REFUSAL AT A DEPTH OF 32  FEET.  NOTE--THE SLEEVE DEPTH DOES
 DH4419'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1739 ***********************************************************************
 TE1739  DESIGNATION -  ADAMS
 TE1739  PID         -  TE1739
 TE1739  STATE/COUNTY-  ND/WALSH
 TE1739  USGS QUAD   -  ADAMS (1972)
 TE1739
 TE1739                         *CURRENT SURVEY CONTROL
 TE1739  ___________________________________________________________________
 TE1739* NAD 83(1996)-  48 27 23.39456(N)    098 04 50.91295(W)     ADJUSTED  
 TE1739* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 TE1739  ___________________________________________________________________
 TE1739  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 TE1739  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 TE1739
 TE1739  HORZ ORDER  -  FIRST
 TE1739
 TE1739.The horizontal coordinates were established by classical geodetic methods
 TE1739.and adjusted by the National Geodetic Survey in January 1998..
 TE1739
 TE1739.The orthometric height was scaled from a topographic map.
 TE1739
 TE1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1739
 TE1739.The geoid height was determined by GEOID03.
 TE1739
 TE1739;                    North         East     Units Scale Factor Converg.
 TE1739;SPC ND N     -   164,748.529   778,897.384   MT  0.99995688   +1 48 00.7
 TE1739;SPC ND N     -   540,513.55  2,555,437.61   iFT  0.99995688   +1 48 00.7
 TE1739;UTM  14      - 5,367,448.187   567,960.061   MT  0.99965674   +0 41 16.8
 TE1739
 TE1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1739!SPC ND N     -   0.99992992  x   0.99995688  =   0.99988681
 TE1739!UTM  14      -   0.99992992  x   0.99965674  =   0.99958669
 TE1739
 TE1739:                Primary Azimuth Mark                     Grid Az
 TE1739:SPC ND N     -  ODALEN LUTH CH SPIRE                     055 27 41.0
 TE1739:UTM  14      -  ODALEN LUTH CH SPIRE                     056 34 24.9
 TE1739
 TE1739|---------------------------------------------------------------------|
 TE1739| PID    Reference Object                     Distance      Geod. Az  |
 TE1739|                                                           dddmmss.s |
 TE1739| TD1222 ODALEN LUTH CH SPIRE                APPROX. 8.0 KM 0571541.7 |
 TE1739| TD1217 PARK RIVER ATT MICROWAVE            APPROX.27.1 KM 1261619.8 |
 TE1739| TE1741 ADAMS MINNKOTA POWER RAD MAST       APPROX. 4.9 KM 1685316.5 |
 TE1739| CO7250 ADAMS AZ MK                                        1693822.2 |
 TE1739| TE1740 ADAMS MUNICIPAL TANK                APPROX. 3.9 KM 1723651.1 |
 TE1739| CO7252 ADAMS RM 2                           35.424 METERS 21953     |
 TE1739| CO7251 ADAMS RM 1                           59.796 METERS 35255     |
 TE1739|---------------------------------------------------------------------|
 TE1739
 TE1739                          SUPERSEDED SURVEY CONTROL
 TE1739
 TE1739  NAD 83(1986)-  48 27 23.39207(N)    098 04 50.91012(W) AD(       ) 1
 TE1739  NAD 27      -  48 27 23.41333(N)    098 04 49.55348(W) AD(       ) 1
 TE1739
 TE1739.Superseded values are not recommended for survey control.
 TE1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1739.See file dsdata.txt to determine how the superseded data were derived.
 TE1739
 TE1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU6796067448(NAD 83)
 TE1739_MARKER: DS = TRIANGULATION STATION DISK
 TE1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1739
 TE1739  HISTORY     - Date     Condition        Report By
 TE1739  HISTORY     - 1967     MONUMENTED       CGS
 TE1739
 TE1739                          STATION DESCRIPTION
 TE1739
 TE1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1739'THE STATION IS ABOUT 9-1/2 MILES NORTHWEST OF LANKIN, 9 MILES
 TE1739'SOUTHEAST OF FAIRDALE AND 2-1/2 MILES NORTH OF ADAMS, ON THE NORTH
 TE1739'SIDE OF A GRAVELED ROAD.
 TE1739'
 TE1739'TO REACH THE STATION FROM THE POST OFFICE IN ADAMS, GO NORTH
 TE1739'FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED
 TE1739'ROAD FOR 0.2 MILE TO THE JUNCTION WITH COUNTY ROAD 16.  TURN
 TE1739'RIGHT AND GO NORTH ON COUNTY ROAD 16 FOR 1.9 MILES TO A FIELD
 TE1739'ENTRANCE AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 TE1739'ON THE COUNTY ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT
 TE1739'AND GO WEST ON GRAVELED ROAD FOR 0.1 MILE TO A DRIVEWAY AND
 TE1739'THE STATION ON THE RIGHT.
 TE1739'
 TE1739'STATION MARK IS A STANDARD DISK, STAMPED ADAMS 1967, SET IN
 TE1739'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1739'IS FLUSH WITH THE GROUND.  IT IS 190.0 FEET SOUTH-SOUTHEAST
 TE1739'OF A FENCE CORNER POST, 48.0 FEET NORTH OF THE CENTERLINE OF A
 TE1739'GRAVELED ROAD, 37.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY
 TE1739'AND 32.0 FEET EAST OF A TELEPHONE CABLE JUNCTION BOX.  THE
 TE1739'UNDERGROUND MARK IS 52 INCHES BELOW THE GROUND SURFACE.
 TE1739'
 TE1739'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1967,
 TE1739'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1739'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 27.0 FEET WEST
 TE1739'OF THE CENTERLINE OF THE DRIVEWAY, 6.8 FEET NORTH OF THE FENCE
 TE1739'CORNER POST, 1.2 FEET EAST OF A FENCE AND ABOUT 4 FEET LOWER
 TE1739'THAN THE STATION.
 TE1739'
 TE1739'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1967,
 TE1739'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1739'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 42.0 FEET SOUTH
 TE1739'OF THE CENTERLINE OF THE GRAVELED ROAD, 1.8 FEET WEST OF A WITNESS
 TE1739'POST, 1.2 FEET EAST OF A POWER LINE POLE AND ABOUT 2 FEET LOWER
 TE1739'THAN THE STATION.
 TE1739'
 TE1739'AZIMUTH MARK IS A STANDARD DISK, STAMPED ADAMS 1967, SET IN
 TE1739'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1739'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 75.0 FEET EAST OF THE
 TE1739'CENTERLINE OF A GRAVELED ROAD, 24.0 FEET NORTH OF THE CENTERLINE
 TE1739'OF A FIELD ROAD ENTRANCE, 4.1 FEET SOUTH OF A POWER LINE POLE
 TE1739'AND 2.0 FEET NORTH OF A WITNESS POST.
 TE1739'
 TE1739'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 TE1739'BECAUSE OF OBSTRUCTIONS.
 TE1739'
 TE1739'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1741 ***********************************************************************
 TE1741  DESIGNATION -  ADAMS MINNKOTA POWER RAD MAST
 TE1741  PID         -  TE1741
 TE1741  STATE/COUNTY-  ND/WALSH
 TE1741  USGS QUAD   -  ADAMS (1972)
 TE1741
 TE1741                         *CURRENT SURVEY CONTROL
 TE1741  ___________________________________________________________________
 TE1741* NAD 83(1996)-  48 24 49.11232(N)    098 04 05.39465(W)     ADJUSTED  
 TE1741* NAVD 88     -                                                        
 TE1741  ___________________________________________________________________
 TE1741  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 TE1741  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TE1741
 TE1741  HORZ ORDER  -  THIRD
 TE1741
 TE1741.The horizontal coordinates were established by classical geodetic methods
 TE1741.and adjusted by the National Geodetic Survey in January 1998..
 TE1741
 TE1741
 TE1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1741
 TE1741.The geoid height was determined by GEOID03.
 TE1741
 TE1741;                    North         East     Units Scale Factor Converg.
 TE1741;SPC ND N     -   160,015.022   779,982.568   MT  0.99995231   +1 48 34.6
 TE1741;SPC ND N     -   524,983.67  2,558,997.93   iFT  0.99995231   +1 48 34.6
 TE1741;UTM  14      - 5,362,695.916   568,952.850   MT  0.99965841   +0 41 49.2
 TE1741
 TE1741                          SUPERSEDED SURVEY CONTROL
 TE1741
 TE1741  NAD 83(1986)-  48 24 49.11009(N)    098 04 05.39167(W) AD(       ) 4
 TE1741  NAD 27      -  48 24 49.12938(N)    098 04 04.03846(W) AD(       ) 3
 TE1741
 TE1741.Superseded values are not recommended for survey control.
 TE1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1741.See file dsdata.txt to determine how the superseded data were derived.
 TE1741
 TE1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU6895362696(NAD 83)
 TE1741_MARKER: 42 = RADIO/TV MAST
 TE1741
 TE1741  HISTORY     - Date     Condition        Report By
 TE1741  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1741
 TE1741                          STATION DESCRIPTION
 TE1741
 TE1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1741'THE STATION IS THE CENTER OF THE TOP OF THE MINNEKOTA POWER
 TE1741'COOP INCORPORATED RADIO MAST, THAT HAS AN OVERALL HEIGHT OF 275
 TE1741'FEET.  IT IS 1/2 MILE SOUTHEAST OF ADAMS AND 0.1 MILE NORTH OF
 TE1741'STATE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1740 ***********************************************************************
 TE1740  DESIGNATION -  ADAMS MUNICIPAL TANK
 TE1740  PID         -  TE1740
 TE1740  STATE/COUNTY-  ND/WALSH
 TE1740  USGS QUAD   -  ADAMS (1972)
 TE1740
 TE1740                         *CURRENT SURVEY CONTROL
 TE1740  ___________________________________________________________________
 TE1740* NAD 83(1996)-  48 25 18.04731(N)    098 04 26.50219(W)     ADJUSTED  
 TE1740* NAVD 88     -                                                        
 TE1740  ___________________________________________________________________
 TE1740  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 TE1740  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TE1740
 TE1740  HORZ ORDER  -  THIRD
 TE1740
 TE1740.The horizontal coordinates were established by classical geodetic methods
 TE1740.and adjusted by the National Geodetic Survey in January 1998..
 TE1740
 TE1740
 TE1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1740
 TE1740.The geoid height was determined by GEOID03.
 TE1740
 TE1740;                    North         East     Units Scale Factor Converg.
 TE1740;SPC ND N     -   160,894.604   779,520.616   MT  0.99995312   +1 48 18.9
 TE1740;SPC ND N     -   527,869.44  2,557,482.34   iFT  0.99995312   +1 48 18.9
 TE1740;UTM  14      - 5,363,584.040   568,508.195   MT  0.99965766   +0 41 33.7
 TE1740
 TE1740                          SUPERSEDED SURVEY CONTROL
 TE1740
 TE1740  NAD 83(1986)-  48 25 18.04492(N)    098 04 26.49908(W) AD(       ) 4
 TE1740  NAD 27      -  48 25 18.06667(N)    098 04 25.14426(W) AD(       ) 3
 TE1740
 TE1740.Superseded values are not recommended for survey control.
 TE1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1740.See file dsdata.txt to determine how the superseded data were derived.
 TE1740
 TE1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU6850863584(NAD 83)
 TE1740_MARKER: 53 = ELEVATED TANK
 TE1740
 TE1740  HISTORY     - Date     Condition        Report By
 TE1740  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1740
 TE1740                          STATION DESCRIPTION
 TE1740
 TE1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1740'THE STATION IS THE CENTER OF THE TOP OF THE ADAMS MUNICIPAL
 TE1740'WATER TANK, WHICH IS A DOUBLE ELLIPSOIDAL, ELEVATED TANK, THAT
 TE1740'HAS AN OVERALL HEIGHT OF 110 FEET.  IT IS 0.1 MILE WEST OF THE
 TE1740'MAIN STREET OF ADAMS AND 100 FEET WEST OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1742 ***********************************************************************
 TE1742  DESIGNATION -  ADAMS WALSH CO RAD STA KG 7821
 TE1742  PID         -  TE1742
 TE1742  STATE/COUNTY-  ND/WALSH
 TE1742  USGS QUAD   -  ADAMS SE (1972)
 TE1742
 TE1742                         *CURRENT SURVEY CONTROL
 TE1742  ___________________________________________________________________
 TE1742* NAD 83(1996)-  48 20 47.09612(N)    098 00 48.95484(W)     ADJUSTED  
 TE1742* NAVD 88     -                                                        
 TE1742  ___________________________________________________________________
 TE1742  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 TE1742  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 TE1742
 TE1742  HORZ ORDER  -  THIRD
 TE1742
 TE1742.The horizontal coordinates were established by classical geodetic methods
 TE1742.and adjusted by the National Geodetic Survey in January 1998..
 TE1742
 TE1742
 TE1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1742
 TE1742.The geoid height was determined by GEOID03.
 TE1742
 TE1742;                    North         East     Units Scale Factor Converg.
 TE1742;SPC ND N     -   152,672.824   784,261.056   MT  0.99994626   +1 51 00.8
 TE1742;SPC ND N     -   500,895.09  2,573,034.96   iFT  0.99994626   +1 51 00.8
 TE1742;UTM  14      - 5,355,274.137   573,086.742   MT  0.99966563   +0 44 13.4
 TE1742
 TE1742                          SUPERSEDED SURVEY CONTROL
 TE1742
 TE1742  NAD 83(1986)-  48 20 47.09305(N)    098 00 48.95152(W) AD(       ) 4
 TE1742  NAD 27      -  48 20 47.11373(N)    098 00 47.60561(W) AD(       ) 3
 TE1742
 TE1742.Superseded values are not recommended for survey control.
 TE1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1742.See file dsdata.txt to determine how the superseded data were derived.
 TE1742
 TE1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7308755274(NAD 83)
 TE1742_MARKER: 42 = RADIO/TV MAST
 TE1742
 TE1742  HISTORY     - Date     Condition        Report By
 TE1742  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1742
 TE1742                          STATION DESCRIPTION
 TE1742
 TE1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1742'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH RADIO
 TE1742'MAST OF THE WALSH COUNTY HIGHWAY DEPARTMENT.  IT IS 5 MILES
 TE1742'SOUTH-SOUTHEAST OF ADAMS AND 0.1 MILE WEST OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1361 ***********************************************************************
 SL1361  DESIGNATION -  ADLER
 SL1361  PID         -  SL1361
 SL1361  STATE/COUNTY-  ND/NELSON
 SL1361  USGS QUAD   -  NIAGARA SW (1963)
 SL1361
 SL1361                         *CURRENT SURVEY CONTROL
 SL1361  ___________________________________________________________________
 SL1361* NAD 83(1996)-  47 50 46.39602(N)    097 56 38.83179(W)     ADJUSTED  
 SL1361* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 SL1361  ___________________________________________________________________
 SL1361  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 SL1361  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 SL1361
 SL1361  HORZ ORDER  -  FIRST
 SL1361
 SL1361.The horizontal coordinates were established by classical geodetic methods
 SL1361.and adjusted by the National Geodetic Survey in January 1998..
 SL1361
 SL1361.The orthometric height was scaled from a topographic map.
 SL1361
 SL1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1361
 SL1361.The geoid height was determined by GEOID03.
 SL1361
 SL1361;                    North         East     Units Scale Factor Converg.
 SL1361;SPC ND N     -    97,257.723   791,253.841   MT  0.99994447   +1 54 06.9
 SL1361;SPC ND N     -   319,087.02  2,595,977.17   iFT  0.99994447   +1 54 06.9
 SL1361;UTM  14      - 5,299,748.228   578,997.256   MT  0.99967668   +0 46 58.1
 SL1361
 SL1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1361!SPC ND N     -   0.99993193  x   0.99994447  =   0.99987641
 SL1361!UTM  14      -   0.99993193  x   0.99967668  =   0.99960864
 SL1361
 SL1361:                Primary Azimuth Mark                     Grid Az
 SL1361:SPC ND N     -  PETERSBURG SHD RAD KAO 202               000 15 41.5
 SL1361:UTM  14      -  PETERSBURG SHD RAD KAO 202               001 22 50.3
 SL1361
 SL1361|---------------------------------------------------------------------|
 SL1361| PID    Reference Object                     Distance      Geod. Az  |
 SL1361|                                                           dddmmss.s |
 SL1361| TD1207 PETERSBURG SHD RAD KAO 202          APPROX.17.5 KM 0020948.4 |
 SL1361| TD1209 PETERSBURG NW BELL MICROWAVE        APPROX.17.6 KM 0021534.3 |
 SL1361| CO4165 ADLER RM 1                           25.899 METERS 11351     |
 SL1361| SL1357 ANETA MUNICIPAL TANK                APPROX.18.9 KM 1895525.7 |
 SL1361| CO4166 ADLER RM 2                           22.813 METERS 24251     |
 SL1361| SL1362 PETERSBURG NELSON RAD STA KFI       APPROX. 5.0 KM 3160850.5 |
 SL1361| SL1016 M 306                                              3523453.4 |
 SL1361|---------------------------------------------------------------------|
 SL1361
 SL1361                          SUPERSEDED SURVEY CONTROL
 SL1361
 SL1361  NAD 83(1986)-  47 50 46.39475(N)    097 56 38.82980(W) AD(       ) 1
 SL1361  NAD 27      -  47 50 46.42457(N)    097 56 37.48093(W) AD(       ) 1
 SL1361
 SL1361.Superseded values are not recommended for survey control.
 SL1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1361.See file dsdata.txt to determine how the superseded data were derived.
 SL1361
 SL1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT7899799748(NAD 83)
 SL1361_MARKER: DS = TRIANGULATION STATION DISK
 SL1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1361_STAMPING: ADLER 1967
 SL1361_MARK LOGO: CGS   
 SL1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1361+STABILITY: SURFACE MOTION
 SL1361
 SL1361  HISTORY     - Date     Condition        Report By
 SL1361  HISTORY     - 1967     MONUMENTED       CGS
 SL1361  HISTORY     - 19971022 GOOD             NDHD
 SL1361
 SL1361                          STATION DESCRIPTION
 SL1361
 SL1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1361'THE STATION IS ABOUT 12-1/4 MILES NORTHEAST OF MCVILLE, 11-1/2
 SL1361'MILES NORTH-NORTHEAST OF ANETA, 11 MILES SOUTH OF PETERSBURG,
 SL1361'2-1/4 MILES EAST OF STATE HIGHWAY 32 AND ON PROPERTY OWNED
 SL1361'BY THE ODGAARD BROTHERS.
 SL1361'
 SL1361'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 SL1361'STATE HIGHWAY 32, ABOUT 1/2 MILE SOUTHEAST OF PETERSBURG,
 SL1361'GO SOUTH ON STATE HIGHWAY 32 FOR 9.8 MILES TO A CROSSROAD
 SL1361'AND A SMALL CEMETERY ON THE RIGHT.  CONTINUE SOUTH FOR 1.0
 SL1361'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 SL1361'ROAD FOR 2.0 MILES TO A CROSSROAD.  (TO REACH BENCH MARK M 306
 SL1361'FROM THIS POINT, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 SL1361'1.0 MILE TO THE MARK ON THE LEFT).  CONTINUE EAST ON A
 SL1361'TRACK ROAD FOR 0.15 MILE TO THE SUMMIT OF A LOW KNOLL AND THE
 SL1361'STATION MARK ON THE LEFT.
 SL1361'
 SL1361'THE STATION MARK IS A STANDARD DISK, STAMPED ADLER 1967,
 SL1361'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1361'THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 77.2
 SL1361'FEET NOURTHWEST OF A WITNESS POST, 35.0 FEET NORTH OF A
 SL1361'FENCE AND 25.0 FEET NORTH OF THE CENTERLINE OF THE TRACK
 SL1361'ROAD.  THE SURFACE STATION MARK WAS SET 14 INCHES BLOW THE
 SL1361'GROUND SURFACE TO FACILITATE CULTIVATION.  THE UNDERGROUND
 SL1361'STATION MARK WAS SET 54 INCHES BELOW THE GROUND SURFACE.
 SL1361'
 SL1361'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADLER NO 1 1967,
 SL1361'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1361'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 12.0
 SL1361'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 1.0 FOOT
 SL1361'NORTH OF THE FENCE AND ABOUT 8 FEET LOWER IN ELEVATION THAN
 SL1361'THE STATION MARK.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE
 SL1361'IS 85.56 FEET OR 26.080 METERS.
 SL1361'
 SL1361'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADLER NO 2 1967,
 SL1361'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1361'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 11.0
 SL1361'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 2.2 FEET EAST OF
 SL1361'THE WITNESS POST, 1.0 FOOT NORTH OF THE FENCE AND ABOUT 8
 SL1361'FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISTANCE
 SL1361'FROM THE AXIS OF THE TELESCOPE IS 75.36 FEET OR 22.970 METERS.
 SL1361'
 SL1361'BENCH MARK M 306 IS A STANDARD DISK, STAMPED M 306 1963, SET
 SL1361'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 SL1361'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 62.0 FEET
 SL1361'SOUTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 50.0
 SL1361'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD,
 SL1361'2.2 FEET EAST OF A FENCE AND 1.9 FEET NORTH OF A WITNESS POST.
 SL1361'
 SL1361'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 SL1361
 SL1361                          STATION RECOVERY (1997)
 SL1361
 SL1361'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SL1361'TO REACH THE MARK FROM THE JUNCTION OF US NO 2 AND ND NO 32 JUST EAST
 SL1361'OF PETERSBERG GO SOUTH 10.9 MILES (17.5 KM) ON NO 32 TO A SECTION LINE
 SL1361'ROAD, TURN EAST AND GO 2.0 MILES (3.2 KM) TO A TEE INTERSECTION,
 SL1361'CONTINUE 0.1 MILE (0.2 KM) EAST ON TRACK ROAD TO STATION ON THE RIGHT.
 SL1361'SET A CARSONITE POST 2 FEET (0.6 M) NORTHWEST OF MARK.  THE SURFACE
 SL1361'STATION WAS DESTROYED AS WELL AS RM 2.  THE SUB STATION WAS FOUND IN
 SL1361'GOOD CONDITION, DIRT HAS BEEN REMOVED IN THE AREA OF STATION AND SUB
 SL1361'MARK IS NOW 2.7 FEET (0.8 M) BELOW GROUND, RM 2 IS LAYING ON GROUND 10
 SL1361'FEET (3.0 M) WEST OF STATION.  NO TRACE OF UPPER MARK.  RM 1 IS IN BUT
 SL1361'NOW PROTRUDES 2.3 FEET (0.7 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1714 ***********************************************************************
 SN1714  DESIGNATION -  ADOLPH
 SN1714  PID         -  SN1714
 SN1714  STATE/COUNTY-  ND/MERCER
 SN1714  USGS QUAD   -  HAZEN NW (1969)
 SN1714
 SN1714                         *CURRENT SURVEY CONTROL
 SN1714  ___________________________________________________________________
 SN1714* NAD 83(1996)-  47 25 54.56521(N)    101 38 22.42137(W)     ADJUSTED  
 SN1714* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 SN1714  ___________________________________________________________________
 SN1714  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 SN1714  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 SN1714
 SN1714  HORZ ORDER  -  FIRST
 SN1714
 SN1714.The horizontal coordinates were established by classical geodetic methods
 SN1714.and adjusted by the National Geodetic Survey in January 1998..
 SN1714
 SN1714.The orthometric height was scaled from a topographic map.
 SN1714
 SN1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1714
 SN1714.The geoid height was determined by GEOID03.
 SN1714
 SN1714;                    North         East     Units Scale Factor Converg.
 SN1714;SPC ND S     -   196,839.539   514,034.141   MT  0.99999020   -0 49 52.2
 SN1714;SPC ND S     -   645,799.01  1,686,463.72   iFT  0.99999020   -0 49 52.2
 SN1714;SPC ND N     -    48,646.693   514,033.396   MT  1.00000030   -0 50 52.7
 SN1714;SPC ND N     -   159,602.01  1,686,461.27   iFT  1.00000030   -0 50 52.7
 SN1714;UTM  14      - 5,256,530.747   300,954.254   MT  1.00008691   -1 56 40.6
 SN1714
 SN1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1714!SPC ND S     -   0.99989767  x   0.99999020  =   0.99988787
 SN1714!SPC ND N     -   0.99989767  x   1.00000030  =   0.99989797
 SN1714!UTM  14      -   0.99989767  x   1.00008691  =   0.99998457
 SN1714
 SN1714:                Primary Azimuth Mark                     Grid Az
 SN1714:SPC ND S     -  CHURCH SPIRE                             019 02 18.4
 SN1714:SPC ND N     -  CHURCH SPIRE                             019 03 18.9
 SN1714:UTM  14      -  CHURCH SPIRE                             020 09 06.8
 SN1714
 SN1714|---------------------------------------------------------------------|
 SN1714| PID    Reference Object                     Distance      Geod. Az  |
 SN1714|                                                           dddmmss.s |
 SN1714| CQ8092 CHURCH SPIRE                                       0181226.2 |
 SN1714| SN1642 GARRISON WEST MUNICIPAL TANK        APPROX.30.0 KM 0333558.1 |
 SN1714| SN1641 GARRISON FARMERS UNION ELEV         APPROX.29.4 KM 0341145.0 |
 SN1714| SN1644 GARRISON OCCIDENT ELEVATOR          APPROX.29.4 KM 0343248.3 |
 SN1714| CQ6922 ADOLPH AZ MK                                       0745830.8 |
 SN1714| CQ6923 ADOLPH AZ MK RESET                                 0754917.0 |
 SN1714| CQ6924 ADOLPH RM 1                          26.145 METERS 22844     |
 SN1714| CQ6925 ADOLPH RM 2                          24.142 METERS 30020     |
 SN1714|---------------------------------------------------------------------|
 SN1714
 SN1714                          SUPERSEDED SURVEY CONTROL
 SN1714
 SN1714  NAD 83(1986)-  47 25 54.56314(N)    101 38 22.41292(W) AD(       ) 1
 SN1714  NAD 27      -  47 25 54.55900(N)    101 38 20.80600(W) AD(       ) 1
 SN1714
 SN1714.Superseded values are not recommended for survey control.
 SN1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1714.See file dsdata.txt to determine how the superseded data were derived.
 SN1714
 SN1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0095456531(NAD 83)
 SN1714_MARKER: DS = TRIANGULATION STATION DISK
 SN1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1714
 SN1714  HISTORY     - Date     Condition        Report By
 SN1714  HISTORY     - 1941     MONUMENTED       CGS
 SN1714  HISTORY     - 1959     GOOD             CGS
 SN1714
 SN1714                          STATION DESCRIPTION
 SN1714
 SN1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1714'STATION IS ABOUT 18-1/2 MILES, AIR LINE DISTANCE, SW BY S OF
 SN1714'GARRISON, ON A PROMINENT HILL ON THE PROPERTY OF REINHOLD ADOLPH
 SN1714'AND IN THE SE 1/4 SEC. 28, T. 146 N, R. 86 W.  STATION IS ON
 SN1714'THE HIGHEST POINT OF THE HILL AND IS ABOUT 0.3 MILE WSW OF THE
 SN1714'ADOLPH FARMHOUSE.  IT IS STAMPED ADOLPH 1941 AND IS 10 INCHES
 SN1714'BENEATH THE SURFACE OF THE GROUND.
 SN1714'
 SN1714'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1714'BRONZE DISKS SET IN CONCRETE.
 SN1714'
 SN1714'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER.  IT IS STAMPED
 SN1714'ADOLPH NO. 1 1941 AND PROJECTS ABOUT 8 INCHES.
 SN1714'
 SN1714'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER.  IT IS 18 INCHES
 SN1714'S OF A WHITE REFERENCE POST, IS STAMPED ADOLPH NO. 2 1941 AND
 SN1714'PROJECTS ABOUT 6 INCHES.
 SN1714'
 SN1714'THE AZIMUTH MARK IS 38.5 FEET W OF THE CENTER LINE OF A N-S
 SN1714'SECTION LINE ROAD, 18 FEET N OF THE CENTER LINE OF THE ADOLPH
 SN1714'FARM ENTRANCE AND 3-1/2 FEET N OF A WHITE REFERENCE POST.  IT
 SN1714'IS STAMPED ADOLPH 1941 AND PROJECTS 6 INCHES.
 SN1714'
 SN1714'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 28 AT GARRISON
 SN1714'GO S ON STATE HIGHWAY 28 FOR 7.85 MILES TO THE BIG BEND FERRY
 SN1714'ACROSS THE MISSOURI RIVER, CROSS THE RIVER AND TAKE A RIGHT
 SN1714'FORK, W, GO 0.7 MILE AND TURN LEFT, S, GO 4.6 MILES AND KEEP
 SN1714'RIGHT FORK, W, GO 3.5 MILES AND TURN LEFT, S, AT A CROSS ROAD
 SN1714'AND SCHOOL, GO 3.0 MILES AND TURN RIGHT, W, AT A CROSS ROAD, GO
 SN1714'6.0 MILES AND TURN LEFT, S, AT A CROSS ROAD, GO 0.7 MILE AND
 SN1714'TURN RIGHT, W, THROUGH THE FARM ENTRANCE OF REINHOLD ADOLPH
 SN1714'(THE AZIMUTH MARK IS JUST N OF THIS FARM ENTRANCE), GO 0.05
 SN1714'MILE TO A FARM HOUSE AND TURN N UP A COULEE, GO 0.25 MILE,
 SN1714'PASS THROUGH A WIRE GATE AND TURN LEFT, W, GO 0.15 MILE AND
 SN1714'TURN LEFT, S, ALONG THE W SIDE OF A N-S FENCE, GO 0.35 MILE
 SN1714'AND TURN RIGHT, W, ACROSS A CULTIVATED FIELD, GO 0.1 MILE TO
 SN1714'THE TOP OF A HILL AND THE STATION.
 SN1714'
 SN1714'FOUR-FOOT SIGNALS AT ZAP AND SAILER ARE VISIBLE FROM THE
 SN1714'GROUND.
 SN1714'
 SN1714'TWENTY-FOUR-FOOT SIGNALS AT REE, RIME AND SNOW ARE VISIBLE FROM
 SN1714'THE GROUND.
 SN1714
 SN1714                          STATION RECOVERY (1959)
 SN1714
 SN1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 SN1714'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 SN1714'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN REMOVED WHEN
 SN1714'THE ROAD WAS WIDENED AND IT WAS FOUND LYING IN THE GRADER
 SN1714'DITCH.  THE AZIMUTH MARK WAS RESET AND ITS DIRECTION DETERMINED
 SN1714'BY INITIALING ON A CHURCH SPIRE THAT WAS USED FOR A CUT IN 1941.
 SN1714'
 SN1714'TO REACH THE STATION FROM HANNOVER, FROM THE JUNCTION OF STATE
 SN1714'HIGHWAYS 25 AND 31 AT THE NORTH EDGE OF TOWN, GO NORTH ON STATE
 SN1714'HIGHWAY 31 FOR 12.75 MILES TO A T-INTERSECTION, TURN LEFT AND
 SN1714'GO WEST FOR 3.0 MILES TO JUNCTION WITH STATE HIGHWAY 7, TURN
 SN1714'RIGHT AND GO NORTH ON STATE HIGHWAY 7 FOR 7.1 MILES TO CROSSROADS
 SN1714'AND JUNCTION WITH COUNTY ROUTE 3, TURN LEFT AND GO WEST ON
 SN1714'COUNTY ROUTE 3 FOR 6.0 MILES TO CROSSROADS AND JUNCTION WITH
 SN1714'COUNTY ROUTE 8, TURN RIGHT AND GO NORTH FOR 2.3 MILES TO A
 SN1714'FARM DRIVEWAY ON THE LEFT AND AZIMUTH MARK JUST SOUTH OF
 SN1714'DRIVEWAY, CONTINUE NORTH FOR 0.25 MILE TO A GATE ON LEFT,
 SN1714'TURN LEFT THROUGH GATE AND GO WESTERLY ON FARM ROAD FOR 0.3 MILE
 SN1714'TO A GATE ON THE LEFT, TURN LEFT THROUGH GATE THEN TURN RIGHT AND
 SN1714'GO WEST ALONG SOUTH SIDE OF FENCE FOR 0.1 MILE, TURN LEFT AND
 SN1714'GO SOUTH ACROSS CULTIVATED FIELD FOR 0.35 MILE TO HIGHEST POINT
 SN1714'AND STATION.
 SN1714'
 SN1714'THE AZIMUTH MARK IS 60 FEET WEST OF THE CENTERLINE OF THE
 SN1714'NORTH-SOUTH ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 SN1714'LEADING TO A FARMHOUSE, 7 FEET SOUTH OF THE SOUTH GATE POST, 2
 SN1714'FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF THE FENCE LINE.
 SN1714'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ADOLPH
 SN1714'1941 RESET 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0710 ***********************************************************************
 RQ0710  DESIGNATION -  ADRIAN
 RQ0710  PID         -  RQ0710
 RQ0710  STATE/COUNTY-  ND/LA MOURE
 RQ0710  USGS QUAD   -  NORTONVILLE (1953)
 RQ0710
 RQ0710                         *CURRENT SURVEY CONTROL
 RQ0710  ___________________________________________________________________
 RQ0710* NAD 83(1996)-  46 36 26.23659(N)    098 38 36.53042(W)     ADJUSTED  
 RQ0710* NAVD 88     -       468.31   (+/-2cm)    1536.4    (feet)  VERTCON   
 RQ0710  ___________________________________________________________________
 RQ0710  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 RQ0710  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 RQ0710
 RQ0710  HORZ ORDER  -  FIRST
 RQ0710  VERT ORDER  -  THIRD ? (See Below)
 RQ0710
 RQ0710.The horizontal coordinates were established by classical geodetic methods
 RQ0710.and adjusted by the National Geodetic Survey in January 1998..
 RQ0710
 RQ0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0710.The vertical order pertains to the NGVD 29 superseded value.
 RQ0710
 RQ0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0710
 RQ0710.The geoid height was determined by GEOID03.
 RQ0710
 RQ0710;                    North         East     Units Scale Factor Converg.
 RQ0710;SPC ND S     -   106,236.501   742,209.425   MT  0.99994369   +1 21 14.8
 RQ0710;SPC ND S     -   348,544.95  2,435,070.29   iFT  0.99994369   +1 21 14.8
 RQ0710;UTM  14      - 5,161,586.673   527,302.535   MT  0.99960916   +0 15 32.7
 RQ0710
 RQ0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0710!SPC ND S     -   0.99993043  x   0.99994369  =   0.99987412
 RQ0710!UTM  14      -   0.99993043  x   0.99960916  =   0.99953961
 RQ0710
 RQ0710|---------------------------------------------------------------------|
 RQ0710| PID    Reference Object                     Distance      Geod. Az  |
 RQ0710|                                                           dddmmss.s |
 RQ0710| CO4168 ADRIAN RM 1                          22.478 METERS 08134     |
 RQ0710| CO4167 ADRIAN AZ MK                                       1355839.2 |
 RQ0710| CO4169 ADRIAN RM 2                          31.660 METERS 33053     |
 RQ0710|---------------------------------------------------------------------|
 RQ0710
 RQ0710                          SUPERSEDED SURVEY CONTROL
 RQ0710
 RQ0710  NAD 83(1986)-  46 36 26.24177(N)    098 38 36.52080(W) AD(       ) 1
 RQ0710  NAD 27      -  46 36 26.32200(N)    098 38 35.17400(W) AD(       ) 1
 RQ0710  NGVD 29 (07/19/86)  467.95   (m)         1535.3    (f) LEVELING    3  
 RQ0710
 RQ0710.Superseded values are not recommended for survey control.
 RQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0710.See file dsdata.txt to determine how the superseded data were derived.
 RQ0710
 RQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2730361587(NAD 83)
 RQ0710_MARKER: DS = TRIANGULATION STATION DISK
 RQ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0710
 RQ0710  HISTORY     - Date     Condition        Report By
 RQ0710  HISTORY     - 1934     MONUMENTED       CGS
 RQ0710  HISTORY     - 1954     GOOD             CGS
 RQ0710  HISTORY     - 1961     GOOD             CGS
 RQ0710
 RQ0710                          STATION DESCRIPTION
 RQ0710
 RQ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0710'STATION IS LOCATED IN THE SE 1/4 SEC. 7, T 136 N, R 63 W, ABOUT
 RQ0710'4.25 MILES N OF W OF ADRIAN, ON THE HIGHEST POINT IN VICINITY,
 RQ0710'IN MIDDLE OF A FIELD.
 RQ0710'
 RQ0710'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RQ0710'THE TOP OF CONCRETE CYLINDERS.
 RQ0710'
 RQ0710'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 RQ0710'AT THE CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 RQ0710'
 RQ0710'REFERENCE MARK NO. 1 IS NE OF SLOPE OF KNOLL, E OF STATION.
 RQ0710'
 RQ0710'REFERENCE MARK NO. 2 IS ON NW SLOPE OF KNOLL, N BY W OF STATION.
 RQ0710'
 RQ0710'AZIMUTH MARK IS SE BY S OF STATION, 95 FEET N OF CENTER LINE
 RQ0710'OF ROAD, 73 FEET N OF FENCE CORNER.
 RQ0710'
 RQ0710'TO REACH THE AZIMUTH FROM STATION, GO E ACROSS FIELD 0.1 MILE,
 RQ0710'THENCE RIGHT (S) 0.3 MILE, THENCE LEFT (E) 0.55 MILE TO MARK ON
 RQ0710'LEFT (N).
 RQ0710'
 RQ0710'TO REACH THE STATION FROM E JUNCTION OF U.S. HIGHWAY 281 AND
 RQ0710'STATE HIGHWAY 46, GO S ON U.S. HIGHWAY 281 FOR 2.0 MILES, THENCE
 RQ0710'LEFT (E) 3.0 MILES, THENCE LEFT (N) 0.3 MILE, THENCE LEFT (W)
 RQ0710'ACROSS FIELD TO TOP OF KNOLL AND STATION.
 RQ0710'
 RQ0710'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 RQ0710
 RQ0710                          STATION RECOVERY (1954)
 RQ0710
 RQ0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0710'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND ALL
 RQ0710'MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED, HOWEVER A FARM
 RQ0710'BUILDING WAS BUILT BETWEEN THE AZIMUTH MARK AND STATION MARK
 RQ0710'OBSTRUCTING THE LINE OF SIGHT.  THE OLD AZIMUTH MARK WAS DESTROYED
 RQ0710'AND A NEW AZIMUTH MARK ESTABLISHED BY THIS PARTY.
 RQ0710'
 RQ0710'A COMPLETE DESCRIPTION FOLLOWS--
 RQ0710'
 RQ0710'THE STATION IS LOCATED ON TOP OF A PROMINENT KNOLL IN THE CENTER
 RQ0710'OF A CULTIVATED FIELD, ABOUT 7 MILES SOUTH-SOUTHWEST OF MONTPELIER,
 RQ0710'4 MILES WEST OF ADRIAN, AND ON PROPERTY OWNED BY MR. Y. LARRY.
 RQ0710'
 RQ0710'REACHED FROM THE RAILROAD DEPOT IN ADRIAN BY GOING NORTH ON STATE
 RQ0710'HIGHWAY 63 FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 RQ0710'AND GO 3.65 MILES TO THE AZIMUTH MARK AND A SCHOOL BUILDING ON
 RQ0710'THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A CROSSROAD.
 RQ0710'TURN RIGHT, NORTH, AND GO 0.45 MILE TO A TRACK ROAD TO THE LEFT.
 RQ0710'TURN LEFT, WEST, AND FOLLOW THE TRACK ROAD WEST AND SOUTH FOR
 RQ0710'0.2 MILE TO THE STATION ON THE KNOLL.
 RQ0710'
 RQ0710'THE STATION MARK, 2 FEET NORTHWEST OF A WITNESS POST, PROJECTS
 RQ0710'1 INCH, AND THE DISK IS STAMPED ADRIAN 1934.
 RQ0710'
 RQ0710'REFERENCE MARK NO. 1, EAST OF THE STATION, PROJECTS 1 INCH, AND
 RQ0710'THE DISK IS STAMPED ADRIAN NO 1 1934.
 RQ0710'
 RQ0710'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, PROJECTS 1
 RQ0710'INCH, AND THE DISK IS STAMPED ADRIAN NO 2 1934.
 RQ0710'
 RQ0710'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE SOUTHEAST OF THE
 RQ0710'STATION, IS 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RQ0710'SCHOOL BUILDING, 28 FEET NORTH OF THE APPROXIMATE CENTER OF A
 RQ0710'GRAVELED ROAD, 1.5 FEET WEST OF A WITNESS POST, PROJECTS 3
 RQ0710'INCHES, AND THE DISK IS STAMPED ADRIAN 1934 RESET 1954.
 RQ0710'
 RQ0710'HEIGHT OF LIGHT ABOVE MARK 14 METERS.
 RQ0710
 RQ0710                          STATION RECOVERY (1961)
 RQ0710
 RQ0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0710'STATION RECOVERED AS DESCRIBED BY I.T.S. IN 1954 AND ALL MARKS
 RQ0710'FOUND IN GOOD CONDITION.  THE SCHOOLHOUSE THAT WAS TO THE NORTHEAST
 RQ0710'OF THE AZIMUTH MARK HAS BEEN REMOVED.  R.M. NO. 2 IS IN A
 RQ0710'CULTIVATED FIELD AND JUST BELOW THE SURFACE OF THE GROUND.
 RQ0710'
 RQ0710'THE 1954 DESCRIPTION TO REACH THE STATION FROM ADRIAN IS ADEQUATE
 RQ0710'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1951 ***********************************************************************
 TE1951  DESIGNATION -  AGATE
 TE1951  PID         -  TE1951
 TE1951  STATE/COUNTY-  ND/TOWNER
 TE1951  USGS QUAD   -  BISBEE NORTH (1971)
 TE1951
 TE1951                         *CURRENT SURVEY CONTROL
 TE1951  ___________________________________________________________________
 TE1951* NAD 83(1996)-  48 37 53.20815(N)    099 28 04.30476(W)     ADJUSTED  
 TE1951* NAVD 88     -       507.7    (meters)    1666.     (feet)  VERTCON   
 TE1951  ___________________________________________________________________
 TE1951  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 TE1951  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 TE1951
 TE1951  HORZ ORDER  -  SECOND
 TE1951
 TE1951.The horizontal coordinates were established by classical geodetic methods
 TE1951.and adjusted by the National Geodetic Survey in January 1998..
 TE1951
 TE1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1951
 TE1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1951
 TE1951.The geoid height was determined by GEOID03.
 TE1951
 TE1951;                    North         East     Units Scale Factor Converg.
 TE1951;SPC ND N     -   181,901.555   676,075.318   MT  0.99998140   +0 46 05.0
 TE1951;SPC ND N     -   596,789.88  2,218,094.88   iFT  0.99998140   +0 46 05.0
 TE1951;UTM  14      - 5,386,592.404   465,527.634   MT  0.99961460   -0 21 04.0
 TE1951
 TE1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1951!SPC ND N     -   0.99992398  x   0.99998140  =   0.99990538
 TE1951!UTM  14      -   0.99992398  x   0.99961460  =   0.99953860
 TE1951
 TE1951|---------------------------------------------------------------------|
 TE1951| PID    Reference Object                     Distance      Geod. Az  |
 TE1951|                                                           dddmmss.s |
 TE1951| CO7255 AGATE RM 1                           20.573 METERS 08925     |
 TE1951| CO8270 S VENT OF ELEV IN AGATE                            2443744.0 |
 TE1951| CO7256 AGATE RM 2                           19.525 METERS 27113     |
 TE1951|---------------------------------------------------------------------|
 TE1951
 TE1951                          SUPERSEDED SURVEY CONTROL
 TE1951
 TE1951  NAD 83(1986)-  48 37 53.20885(N)    099 28 04.29237(W) AD(       ) 2
 TE1951  NAD 27      -  48 37 53.19968(N)    099 28 02.78351(W) AD(       ) 2
 TE1951  NGVD 29 (07/19/86)  507.3    (m)         1664.     (f) VERT ANG       
 TE1951
 TE1951.Superseded values are not recommended for survey control.
 TE1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1951.See file dsdata.txt to determine how the superseded data were derived.
 TE1951
 TE1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6552886592(NAD 83)
 TE1951_MARKER: DD = SURVEY DISK
 TE1951_SETTING: 0 = UNSPECIFIED SETTING
 TE1951
 TE1951  HISTORY     - Date     Condition        Report By
 TE1951  HISTORY     - 1968     MONUMENTED       USGS
 TE1951  HISTORY     - 1979     GOOD             LOCENG
 TE1951
 TE1951                          STATION DESCRIPTION
 TE1951
 TE1951'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1951'THE STATION IS LOCATED ABOUT 4 MI W. OF THE VILLAGE OF BISBEE,
 TE1951'1 MI N. AND 1.2 MI E. OF THE VILLAGE OF AGATE.  NEAR THE W.
 TE1951'SIXTEENTH COR. BETWEEN SECS. 32 AND 5, TS. 159 AND 160 N., R.
 TE1951'68 W., LOCATED ON S. SIDE OF HWY. 66, ON EDGE OF HIGH BANK.
 TE1951'
 TE1951'TO REACH THE STATION FROM THE POST OFFICE AT BISBEE, GO 0.3 MI NW.
 TE1951'TO STATE HWY. 66, TURN LEFT (W.) AND GO 4.0 MI ALONG STATE HWY. 66
 TE1951'TO STATION ON LEFT (S.) SIDE OF HWY.
 TE1951'
 TE1951'STATION MARK, A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE1951'ROD, CENTERED IN A 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1951'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET AGATE 1968, STATION IS
 TE1951'FLUSH WITH THE GROUND, 100 FT S. AND 333 FT W. OF CENTER OF HWY.
 TE1951'AT A FIELD ENTRANCE S., 3 FT N. AND 4 FT E. OF A POWER LINE POLE,
 TE1951'3 FT N. OF A USGS WITNESS POST.
 TE1951'
 TE1951'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE1951'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG,
 TE1951'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED AGATE NO 1 1968,
 TE1951'MARK IS FLUSH WITH THE GROUND, E. OF THE STATION, 99 FT S. AND 266
 TE1951'FT W. OF THE CENTER OF HWY. AT A FIELD ENTRANCE S., 2 FT N. OF A
 TE1951'HWY. RIGHT-OF-WAY SIGN.
 TE1951'
 TE1951'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE1951'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG
 TE1951'FILLED WITH GRAVEL TO 1 IN. OF CAP.  STAMPED AGATE NO 2 1968,
 TE1951'MARK IS FLUSH WITH THE GROUND W. OF THE STATION, 98 FT S. AND
 TE1951'397 FT W. OF CENTER OF HWY. AT FIELD ENTRANCE S.
 TE1951'
 TE1951'AZIMUTH MARK - NONE SET.
 TE1951'
 TE1951'REFERENCE AZIMUTH OBSERVED TO THE TOP CENTER OF THE S. VENT OF
 TE1951'TWO, TOP OF ELEVATOR IN VILLAGE OF AGATE.
 TE1951
 TE1951                          STATION RECOVERY (1979)
 TE1951
 TE1951'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MF)
 TE1951'ET AGATE 1968 RECOVERED GOOD.
 TE1951'
 TE1951'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST OF BISBEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0908 ***********************************************************************
 RR0908  DESIGNATION -  AIR BEACON NO 2
 RR0908  PID         -  RR0908
 RR0908  STATE/COUNTY-  ND/MORTON
 RR0908  USGS QUAD   -  JUDSON (1970)
 RR0908
 RR0908                         *CURRENT SURVEY CONTROL
 RR0908  ___________________________________________________________________
 RR0908* NAD 83(1996)-  46 47 23.49017(N)    101 15 55.23861(W)     ADJUSTED  
 RR0908* NAVD 88     -                                                        
 RR0908  ___________________________________________________________________
 RR0908  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 RR0908  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RR0908
 RR0908  HORZ ORDER  -  THIRD
 RR0908
 RR0908.The horizontal coordinates were established by classical geodetic methods
 RR0908.and adjusted by the National Geodetic Survey in January 1998..
 RR0908
 RR0908
 RR0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0908
 RR0908.The geoid height was determined by GEOID03.
 RR0908
 RR0908;                    North         East     Units Scale Factor Converg.
 RR0908;SPC ND S     -   125,134.805   541,567.818   MT  0.99993616   -0 33 29.6
 RR0908;SPC ND S     -   410,547.26  1,776,797.30   iFT  0.99993616   -0 33 29.6
 RR0908;UTM  14      - 5,184,304.057   327,104.583   MT  0.99996743   -1 39 05.4
 RR0908
 RR0908                          SUPERSEDED SURVEY CONTROL
 RR0908
 RR0908  NAD 83(1986)-  46 47 23.48457(N)    101 15 55.22381(W) AD(       ) 4
 RR0908  NAD 27      -  46 47 23.49445(N)    101 15 53.73242(W) AD(       ) 3
 RR0908
 RR0908.Superseded values are not recommended for survey control.
 RR0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0908.See file dsdata.txt to determine how the superseded data were derived.
 RR0908
 RR0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2710584304(NAD 83)
 RR0908_MARKER: 21 = AIRPORT BEACON
 RR0908
 RR0908  HISTORY     - Date     Condition        Report By
 RR0908  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0908
 RR0908                          STATION DESCRIPTION
 RR0908
 RR0908'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0908'LOCATED NEAR CENTER OF S. 1/2 SEC. 3, T. 138 N., R. 84 W., AND ABOUT
 RR0908'2.5 MI., AIR LINE, SSE. OF JUDSON.  STATION MARK--25 FT STEEL
 RR0908'STRUCTURE, WITH REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1234 ***********************************************************************
 TD1234  DESIGNATION -  AKRA
 TD1234  PID         -  TD1234
 TD1234  STATE/COUNTY-  ND/PEMBINA
 TD1234  USGS QUAD   -  HALLSON (1964)
 TD1234
 TD1234                         *CURRENT SURVEY CONTROL
 TD1234  ___________________________________________________________________
 TD1234* NAD 83(1996)-  48 46 16.67076(N)    097 45 07.45474(W)     ADJUSTED  
 TD1234* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 TD1234  ___________________________________________________________________
 TD1234  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 TD1234  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 TD1234
 TD1234  HORZ ORDER  -  FIRST
 TD1234
 TD1234.The horizontal coordinates were established by classical geodetic methods
 TD1234.and adjusted by the National Geodetic Survey in January 1998..
 TD1234
 TD1234.The orthometric height was scaled from a topographic map.
 TD1234
 TD1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1234
 TD1234.The geoid height was determined by GEOID03.
 TD1234
 TD1234;                    North         East     Units Scale Factor Converg.
 TD1234;SPC ND N     -   200,547.563   801,948.593   MT  1.00000775   +2 02 41.4
 TD1234;SPC ND N     -   657,964.45  2,631,064.94   iFT  1.00000775   +2 02 41.4
 TD1234;UTM  14      - 5,402,783.565   591,692.932   MT  0.99970329   +0 56 19.0
 TD1234
 TD1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1234!SPC ND N     -   0.99995541  x   1.00000775  =   0.99996316
 TD1234!UTM  14      -   0.99995541  x   0.99970329  =   0.99965871
 TD1234
 TD1234|---------------------------------------------------------------------|
 TD1234| PID    Reference Object                     Distance      Geod. Az  |
 TD1234|                                                           dddmmss.s |
 TD1234| CO7260 AKRA RM 1                            25.563 METERS 01329     |
 TD1234| CO7259 AKRA AZ MK                                         0803152.6 |
 TD1234| TD1235 TT 55 H                              16.805 METERS 23949     |
 TD1234| TD1237 WALHALLA ATT MICROWAVE KBK 97       APPROX.16.4 KM 2661756.5 |
 TD1234|---------------------------------------------------------------------|
 TD1234
 TD1234                          SUPERSEDED SURVEY CONTROL
 TD1234
 TD1234  NAD 83(1986)-  48 46 16.66236(N)    097 45 07.45228(W) AD(       ) 1
 TD1234  NAD 27      -  48 46 16.68145(N)    097 45 06.11297(W) AD(       ) 1
 TD1234
 TD1234.Superseded values are not recommended for survey control.
 TD1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1234.See file dsdata.txt to determine how the superseded data were derived.
 TD1234
 TD1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9169302784(NAD 83)
 TD1234_MARKER: DS = TRIANGULATION STATION DISK
 TD1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1234_STAMPING: AKRA 1967
 TD1234_MARK LOGO: CGS   
 TD1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1234+STABILITY: SURFACE MOTION
 TD1234
 TD1234  HISTORY     - Date     Condition        Report By
 TD1234  HISTORY     - 1967     MONUMENTED       CGS
 TD1234  HISTORY     - 1969     GOOD             CGS
 TD1234  HISTORY     - 19940615 GOOD             NDHD
 TD1234
 TD1234                          STATION DESCRIPTION
 TD1234
 TD1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1234'THE STATION IS ABOUT 13 MILES SOUTHEAST OF WALHALLA, 6-1/2
 TD1234'MILES WEST-SOUTHWEST OF CAVALIER, 1-1/4 MILES WEST-SOUTHWEST OF
 TD1234'AKRA, 1/4 MILE NORTH OF STATE HIGHWAY 5, ON THE NORTH RIGHT-OF-WAY
 TD1234'OF EAST-WEST DIRT ROAD.
 TD1234'
 TD1234'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND
 TD1234'5 IN CAVALIER, GO WEST ON STATE HIGHWAY 5 FOR 5.3 MILES TO A
 TD1234'CROSSROAD JUST SOUTH OF THE SMALL COMMUNITY OF AKRA, CONTINUE
 TD1234'WEST ON THE HIGHWAY FOR 1.2 MILES TO A CROSSROAD AND SIGN CAVALIER
 TD1234'COUNTRY CLUB.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 TD1234'0.1 MILE TO A FORK, TAKE THE RIGHT FORK AN GO NORTH ON A DIRT
 TD1234'ROAD FOR 0.15 MILE TO A DIRT SIDE ROAD ON THE LEFT AND THE
 TD1234'STATION, AT THE SOUTHEAST CORNER OF A GOLF COURSE.
 TD1234'
 TD1234'STATION MARK IS A STANDARD DISK, STAMPED AKRA 1967, SET IN THE
 TD1234'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1234'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 45.2 FEET WEST OF THE
 TD1234'CENTERLINE OF A NORTH-SOUTH DIRT ROAD, 34.5 FEET NORTH OF THE
 TD1234'CENTERLINE OF AN EAST-WEST DIRT ROAD, 23.2 FEET SOUTH FO A FENCE
 TD1234'AND 4.0 FEET NORTH OF A WITNESS POST.
 TD1234'
 TD1234'THE UNDERGROUND MARK IS 48 INCHES BELOW THE GROUND SURFACE.
 TD1234'
 TD1234'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AKRA NO 1 1967,
 TD1234'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1234'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 109.0 FEET
 TD1234'NORTH OF THE CENTERLINE OF THE EAST-WEST DIRT ROAD, 18.8 FEET
 TD1234'WEST OF THE CENTERLINE OF THE NORTH-SOUTH DIRT ROAD, 1.0 FEET
 TD1234'EAST OF A FENCE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 TD1234'STATION.
 TD1234'
 TD1234'TT 55H (USGS) IS A GEOLOGICAL SURVEY BENCH MARK BRONZE DISK,
 TD1234'STAMPED TT 55H 1939, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 TD1234'POST, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 97.5 FEET
 TD1234'WEST OF THE CENTERLINE OF THE NORTH-SOUTH DIRT ROAD, 30.2 FEET
 TD1234'SOUTH OF A FENCE, 25.4 FEET NORTH OF THE ENTERLINE OF THE
 TD1234'EAST-WEST DIRT ROAD AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 TD1234'THE STATION.
 TD1234'
 TD1234'AZIMUTH MARK IS A STANDARD DISK, STAMPED AKRA 1967, SET IN THE TOP
 TD1234'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 TD1234'4 INCHES ABOVE THE GROUND.  IT IS 101.8 FEET WEST OF THE CENTERLINE
 TD1234'OF STATE HIGHWAY 5, 51.4 FEET WEST OF A FENCE CORNER POST, 2.9
 TD1234'FEET WEST OF A TELEPHONE LINE POLE AND 1.9 FEET SOUTHEAST OF A
 TD1234'WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO SOUTH ON
 TD1234'DIRT ROAD FOR 0.25 MILE TO THE JUNCTION WITH STATE HIGHWAY 5,
 TD1234'TURN LEFT AND GO EAST ON HIGHWAY 5 FOR 0.7 MILE TO THE MARK ON
 TD1234'THE LEFT.
 TD1234'
 TD1234'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 TD1234
 TD1234                          STATION RECOVERY (1969)
 TD1234
 TD1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JEK)
 TD1234'STATION MARK, REFERENCE MARK NO. 1, TT 55 H (USGS) AND AZIMUTH MARK
 TD1234'WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 TD1234'
 TD1234'DISTANCES TO REFERENCE MARK NO. 1 MISSED BY 0.01 FT..  TO TT 55
 TD1234'H (USGS) MISSED BY 0.01 FT..  BETWEEN REFERENCE MARK NO. 1 AND
 TD1234'TT 55 H (USGS) MISSED 0.01 FT.
 TD1234'
 TD1234'DIRECTIONS TO REFERENCE MARK NO. 1 MISSED +18.51 SECONDS.
 TD1234'TO TT 55 H (USGS) MISSED BY +11.09 SECONDS.  TO WALHALLA AT AND T
 TD1234'MICROWAVE KBK 97 MISSED -6.43 SECONDS.  TO AZIMUTH MARK MISSED
 TD1234'-4.44 SECONDS.
 TD1234'
 TD1234'OLD DESCRIPTION IS ADEQUATE.
 TD1234'
 TD1234'STANDARD BRACED TRIPOD USED.
 TD1234
 TD1234                          STATION RECOVERY (1994)
 TD1234
 TD1234'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 TD1234'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0844 ***********************************************************************
 RR0844  DESIGNATION -  ALBAUGH
 RR0844  PID         -  RR0844
 RR0844  STATE/COUNTY-  ND/EMMONS
 RR0844  USGS QUAD   -  FORT RICE (1971)
 RR0844
 RR0844                         *CURRENT SURVEY CONTROL
 RR0844  ___________________________________________________________________
 RR0844* NAD 83(1996)-  46 36 18.16172(N)    100 30 07.16181(W)     ADJUSTED  
 RR0844* NAVD 88     -       653.3    (meters)    2143.     (feet)  VERTCON   
 RR0844  ___________________________________________________________________
 RR0844  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 RR0844  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RR0844
 RR0844  HORZ ORDER  -  FIRST
 RR0844
 RR0844.The horizontal coordinates were established by classical geodetic methods
 RR0844.and adjusted by the National Geodetic Survey in January 1998..
 RR0844
 RR0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0844
 RR0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0844
 RR0844.The geoid height was determined by GEOID03.
 RR0844
 RR0844;                    North         East     Units Scale Factor Converg.
 RR0844;SPC ND S     -   104,306.628   599,847.592   MT  0.99994384   -0 00 05.2
 RR0844;SPC ND S     -   342,213.35  1,968,003.91   iFT  0.99994384   -0 00 05.2
 RR0844;UTM  14      - 5,162,371.380   384,972.385   MT  0.99976263   -1 05 29.5
 RR0844
 RR0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0844!SPC ND S     -   0.99990099  x   0.99994384  =   0.99984484
 RR0844!UTM  14      -   0.99990099  x   0.99976263  =   0.99966365
 RR0844
 RR0844:                Primary Azimuth Mark                     Grid Az
 RR0844:SPC ND S     -  BELL                                     034 34 07.3
 RR0844:UTM  14      -  BELL                                     035 39 31.6
 RR0844
 RR0844|---------------------------------------------------------------------|
 RR0844| PID    Reference Object                     Distance      Geod. Az  |
 RR0844|                                                           dddmmss.s |
 RR0844| RR0776 BELL                                APPROX. 8.8 KM 0343402.1 |
 RR0844| CO4176 ALBAUGH RM 1                         13.146 METERS 06602     |
 RR0844| RR0795 HAZELTON MUN WATER TANK             APPROX.21.8 KM 1274218.4 |
 RR0844| CO4177 ALBAUGH RM 2                         11.076 METERS 16946     |
 RR0844| CO4175 ALBAUGH AZ MK                                      2683652.7 |
 RR0844|---------------------------------------------------------------------|
 RR0844
 RR0844                          SUPERSEDED SURVEY CONTROL
 RR0844
 RR0844  NAD 83(1986)-  46 36 18.15220(N)    100 30 07.14837(W) AD(       ) 1
 RR0844  NAD 27      -  46 36 18.17300(N)    100 30 05.72400(W) AD(       ) 1
 RR0844  NGVD 29 (07/19/86)  652.9    (m)         2142.     (f) VERT ANG       
 RR0844
 RR0844.Superseded values are not recommended for survey control.
 RR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0844.See file dsdata.txt to determine how the superseded data were derived.
 RR0844
 RR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8497262371(NAD 83)
 RR0844_MARKER: DS = TRIANGULATION STATION DISK
 RR0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0844
 RR0844  HISTORY     - Date     Condition        Report By
 RR0844  HISTORY     - 1934     MONUMENTED       CGS
 RR0844  HISTORY     - 1948     GOOD             CGS
 RR0844  HISTORY     - 1957     GOOD             CGS
 RR0844  HISTORY     - 1970     GOOD             USGS
 RR0844
 RR0844                          STATION DESCRIPTION
 RR0844
 RR0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0844'STATION IS LOCATED ABOUT 19 MILES SE OF BISMARCK, AND 3 MILES
 RR0844'E OF THE MISSOURI RIVER AND IS ON A HIGH AND SHARP HILL WHICH
 RR0844'RISES ABOVE A GROUP OF GRASS-COVERED BUTTES.  THE STATION IS
 RR0844'IN THE NW 1/4 SEC. 16, T 136 N, R 78 W, AND IS ON SCHOOL LAND
 RR0844'WHICH IS AT THE PRESENT TIME LEASED BY A MAN NAMED CARLSON.
 RR0844'
 RR0844'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0844'BRONZE DISKS SET IN CONCRETE.
 RR0844'
 RR0844'THE STATION MARK IS 20 FEET S OF AN EW SECTION-LINE FENCE, WHICH
 RR0844'PASSES OVER THE TOP OF THE HILL AND PROJECTS 6 INCHES.
 RR0844'
 RR0844'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS IN THE SAME
 RR0844'EW FENCE MENTIONED ABOVE AND PROJECTS 6 INCHES.
 RR0844'
 RR0844'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND PROJECTS 4
 RR0844'INCHES.
 RR0844'
 RR0844'THE AZIMUTH MARK IS W OF THE STATION AND PROJECTS 4 INCHES.  IT
 RR0844'IS IN THE SAME EW FENCE THAT PASSES THE STATION AND AT A
 RR0844'POINT WHERE THAT FENCE MEETS A RIGHT-OF-WAY FENCE ON THE E
 RR0844'SIDE OF A NS GRADED ROAD.
 RR0844'
 RR0844'TO REACH THE STATION FROM 6TH AND MAIN STREETS IN BISMARCK,
 RR0844'GO E ON U.S. HIGHWAY 83 AND U.S. HIGHWAY 10, 12 MILES TO A
 RR0844'GRADED DIRT ROAD ON THE RIGHT AT A POINT 1/2 MILE W OF THE
 RR0844'GRAIN ELEVATORS IN MENOKEN.  HERE TURN RIGHT, S, ON GRADED DIRT
 RR0844'ROAD AND GO S 13.0 MILES TO GLENCO CHURCH, A LARGE CHURCH ON
 RR0844'THE RIGHT SIDE OF THE ROAD.  HERE CONTINUE S 1.0 MILE.  THEN
 RR0844'TURN LEFT, E, AND GO 2.4 MILES TO A LARGE CONCRETE CULVERT
 RR0844'ACROSS THE GRADED ROAD.  HERE LEAVE GRADED ROAD, TURN RIGHT,
 RR0844'S, AND GO 0.1 MILE ON PLAIN FARM ROAD TO A FORKS.  TAKE THE
 RR0844'RIGHT FORK AND GO 0.5 MILE TO H.M. ALBAUGHS LOG FARM HOUSE.  GO
 RR0844'THROUGH CORRAL AND GATE AND GO S ACROSS PASTURE 0.3 MILE
 RR0844'UNTIL THE BUTTE ON THE RIGHT HAS BEEN ROUNDED.  THEN GO SW TO
 RR0844'AN EW FENCE, THEN GO W ALONG FENCE, A TOTAL OF 0.7 MILE
 RR0844'FROM THE HOUSE TO A T-FENCE CORNER.  (THE STATION IS
 RR0844'ABOUT 1/4 MILE W OF THIS CORNER.) TAKE DOWN EW FENCE AND GO
 RR0844'S 1/4 MILE AND CROSS GULLY.  THEN GO W 1/4 MILE UP SIDE OF
 RR0844'GULLY TO TOP OF RIDGE.  THEN GO N ALONG RIDGE 1/4 MILE TO
 RR0844'HIGH POINT AND STATION.
 RR0844
 RR0844                          STATION RECOVERY (1948)
 RR0844
 RR0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0844'STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 RR0844'CONDITION.
 RR0844'
 RR0844'TO REACH FROM THE POST OFFICE IN BISMARCK, GO SOUTH FOR 1
 RR0844'BLOCK, TURN LEFT AND GO EAST ON U.S. HIGHWAY 83 AND 10 FOR
 RR0844'7.0 MILES TO A GRAVELED ROAD RIGHT, TURN RIGHT AND GO 7.0
 RR0844'MILES TO A T-INTERSECTION, TURN LEFT AND GO 5.0 MILES TO
 RR0844'CROSSROADS, TURN RIGHT AND GO 4.0 MILES TO GLENCO CHURCH
 RR0844'ON THE RIGHT, CONTINUE ON MAIN ROAD FOR 1.0 MILE TO A DIRT
 RR0844'ROAD LEFT, TURN LEFT AND GO 2.0 MILES TO AN AIRWAY BEACON
 RR0844'ON THE LEFT, CONTINUE 0.5 MILE TO TRACK ROAD RIGHT AT CONCRETE
 RR0844'CULVERT, TURN RIGHT ON TRACK ROAD AND GO 0.5 MILE TO A WIRE
 RR0844'GATE, PASS THROUGH GATE, TURN RIGHT AND GO 0.3 MILE ALONG
 RR0844'THE SOUTH SIDE OF A FENCE LINE, GO ACROSS MEADOW, HEADING
 RR0844'FOR THE SADDLE BETWEEN THE TWO RIDGES, GOR 0.6 MILE TO THE
 RR0844'SADDLE AND THE NORTH-SOUTH FENCE LINE, TAKE DOWN FENCE AND
 RR0844'GO WEST TO TOP OF RIDGE, HERE ANGLE LEFT, SOUTHWEST, TO
 RR0844'STATION, WHICH IS ABOUT 0.25 MILE FROM WHERE THE FENCE IS
 RR0844'CROSSED.
 RR0844
 RR0844                          STATION RECOVERY (1957)
 RR0844
 RR0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0844'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0844'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 RR0844'
 RR0844'TO REACH THE STATION FROM BISMARCK, FROM THE JUNCTION OF U.S.
 RR0844'HIGHWAYS 10 AND 83, GO EAST ON U.S. 10 AND 83 FOR 1.5 MILES TO
 RR0844'A T-ROAD RIGHT JUST AFTER PASSING THE BIG BOY DRIVEIN, TURN
 RR0844'RIGHT AND FOLLOW SURFACED ROAD (OLD U.S. HIGHWAY 10) SOUTH AND
 RR0844'EAST FOR ABOUT 5.4 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO
 RR0844'SOUTH ON GRAVEL ROAD FOR 7.0 MILES TO A T-INTERSECTION, TURN
 RR0844'LEFT AND GO EAST ON GRAVEL ROAD FOR 5.0 MILES TO CROSSROADS,
 RR0844'TURN RIGHT AND GO SOUTH FOR 4.0 MILES TO THE GLENCO CHURCH ON
 RR0844'THE RIGHT, CONTINUE SOUTH FOR 1.0 MILE TO A SIDE ROAD LEFT,
 RR0844'(TO REACH THE AZIMUTH MARK CONTINUE SOUTH, EAST AND SOUTH
 RR0844'ON MAIN ROAD FOR 1.75 MILES TO MARK ON LEFT ABOUT 75 YARDS
 RR0844'NORTH OF TOP OF HILL), TURN LEFT AND GO EAST FOR 2.05
 RR0844'MILES TO A TRACK ROAD ON RIGHT OPPOSITE A HIGH KNOLL ON
 RR0844'LEFT, TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR 0.4 MILE
 RR0844'TO A T-INTERSECTION, TURN LEFT AND GO SOUTHEAST AND EAST ON
 RR0844'TRACK ROAD FOR 0.65 MILE TO A WIRE GATE, TURN RIGHT
 RR0844'THROUGH GATE THEN RIGHT AND GO WEST AND SOUTHWEST FOR 0.6
 RR0844'MILE TO TOP OF SADDLE, TURN RIGHT ON TRACK ROAD UP STEEP
 RR0844'HILL TO TOP OF RIDGE THEN TURN LEFT AND PICK ROAD SOUTH
 RR0844'AND SOUTHWEST TO HIGHEST POINT AND STATION.
 RR0844
 RR0844                          STATION RECOVERY (1970)
 RR0844
 RR0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0844'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND AS
 RR0844'DESCRIBED.  THE AZIMUTH MARK WAS FOUND LYING ALONG THE RD.,
 RR0844'APPARENTLY DESTROYED BY RD. MACHINERY.  THE 1957 DESCRIPTION
 RR0844'IS SATISFACTORY.
 RR0844'
 RR0844'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 36.34 FT
 RR0844'(11.076 M.), WHICH IS A 10 FT DIFFERENCE OVER THE ORIGINAL
 RR0844'MEASUREMENT.
 RR0844'
 RR0844'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0784 ***********************************************************************
 RP0784  DESIGNATION -  ALICE
 RP0784  PID         -  RP0784
 RP0784  STATE/COUNTY-  ND/CASS
 RP0784  USGS QUAD   -  EMBDEN (1967)
 RP0784
 RP0784                         *CURRENT SURVEY CONTROL
 RP0784  ___________________________________________________________________
 RP0784* NAD 83(1996)-  46 46 32.17353(N)    097 29 12.92468(W)     ADJUSTED  
 RP0784* NAVD 88     -       343.9    (meters)    1128.     (feet)  VERTCON   
 RP0784  ___________________________________________________________________
 RP0784  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 RP0784  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 RP0784
 RP0784  HORZ ORDER  -  FIRST
 RP0784
 RP0784.The horizontal coordinates were established by classical geodetic methods
 RP0784.and adjusted by the National Geodetic Survey in January 1998..
 RP0784
 RP0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0784
 RP0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0784
 RP0784.The geoid height was determined by GEOID03.
 RP0784
 RP0784;                    North         East     Units Scale Factor Converg.
 RP0784;SPC ND S     -   127,678.137   830,049.155   MT  0.99993638   +2 11 51.7
 RP0784;SPC ND S     -   418,891.53  2,723,258.38   iFT  0.99993638   +2 11 51.7
 RP0784;UTM  14      - 5,181,339.791   615,512.421   MT  0.99976400   +1 06 09.6
 RP0784
 RP0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0784!SPC ND S     -   0.99995017  x   0.99993638  =   0.99988655
 RP0784!UTM  14      -   0.99995017  x   0.99976400  =   0.99971418
 RP0784
 RP0784:                Primary Azimuth Mark                     Grid Az
 RP0784:SPC ND S     -  ALICE AZ MK                              054 14 28.2
 RP0784:UTM  14      -  ALICE AZ MK                              055 20 10.3
 RP0784
 RP0784|---------------------------------------------------------------------|
 RP0784| PID    Reference Object                     Distance      Geod. Az  |
 RP0784|                                                           dddmmss.s |
 RP0784| CO4178 ALICE AZ MK                                        0562619.9 |
 RP0784| RP0780 CASSELTON ATT MICROWAVE TOWER       APPROX.20.9 KM 0564929.5 |
 RP0784| CO4179 ALICE AZ MK 2                                      0584421.4 |
 RP0784| CO4180 ALICE RM 1                           16.105 METERS 08849     |
 RP0784| RP0781 CHAFFEE FARMERS COOP ELEVATOR       APPROX.10.0 KM 0910631.0 |
 RP0784| CO4181 ALICE RM 2                           19.893 METERS 35057     |
 RP0784|---------------------------------------------------------------------|
 RP0784
 RP0784                          SUPERSEDED SURVEY CONTROL
 RP0784
 RP0784  NAD 83(1986)-  46 46 32.17512(N)    097 29 12.91481(W) AD(       ) 1
 RP0784  NAD 27      -  46 46 32.26400(N)    097 29 11.57700(W) AD(       ) 1
 RP0784  NGVD 29 (07/19/86)  343.6    (m)         1127.     (f) VERT ANG       
 RP0784
 RP0784.Superseded values are not recommended for survey control.
 RP0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0784.See file dsdata.txt to determine how the superseded data were derived.
 RP0784
 RP0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1551281340(NAD 83)
 RP0784_MARKER: DS = TRIANGULATION STATION DISK
 RP0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0784
 RP0784  HISTORY     - Date     Condition        Report By
 RP0784  HISTORY     - 1954     MONUMENTED       CGS
 RP0784  HISTORY     - 1963     GOOD             CGS
 RP0784  HISTORY     - 1967     GOOD             CGS
 RP0784
 RP0784                          STATION DESCRIPTION
 RP0784
 RP0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0784'THE STATION IS ABOUT 10 MILES NORTH AND 5 MILES EAST OF
 RP0784'ENDERLIN, 3 MILES EAST AND 1 MILE NORTH OF ALICE, IN THE
 RP0784'SOUTHWEST QUARTER OF SEC. 10, T. 138 N., R. 54 W. AND ON
 RP0784'LAND OWNED BY MR. HUGO HOFFMAN.
 RP0784'
 RP0784'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE STANDARD
 RP0784'SERVICE STATION IN ALICE, GO NORTH ON THE GRAVEL ROAD FOR
 RP0784'0.9 MILE TO A CROSS ROAD, TURN RIGHT AND GO EAST ON GRAVEL
 RP0784'ROAD FOR 3.0 MILES TO A CROSS ROAD, CONTINUE EAST FOR 0.3
 RP0784'MILE TO MR. JORGENSONS MAIL BOX AND PRIVATE DRIVEWAY ON THE
 RP0784'LEFT, TURN LEFT AND GO NORTH 0.1 MILE TO THE NORTHERN EDGE
 RP0784'OF THE FARMYARD AND THE STATION.
 RP0784'
 RP0784'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY INTO THE FARMYARD,
 RP0784'GO EAST 0.7 MILE TO A CROSS ROAD, TURN LEFT AND GO NORTH ON
 RP0784'TRACK ROAD FOR 0.5 MILE TO A POWER POLE ABOUT 150 FEET BEYOND THE
 RP0784'SUMMIT OF A LOW KNOLL AND THE AZIMUTH MARK ON THE RIGHT.
 RP0784'
 RP0784'THE STATION MARK, STAMPED ALICE 1954, IS A STANDARD DISK
 RP0784'SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.  IT IS
 RP0784'61 FEET WEST OF THE NORTHWEST CORNER OF A GRANARY, 61 FEET
 RP0784'NORTH OF THE NORTHWEST CORNER OF A CHICKEN HOUSE, 12.5 FEET
 RP0784'EAST OF A FENCE CORNER, 3 FEET SOUTH OF A WOVEN-WIRE FENCE
 RP0784'AND 3 FEET SOUTHEAST OF A WITNESS POST.
 RP0784'
 RP0784'REFERENCE MARK NO. 1, STAMPED ALICE NO 1 1954, IS A STANDARD
 RP0784'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RP0784'IT IS 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GRANARY
 RP0784'AND 1.5 FEET SOUTH OF THE WOVEN-WIRE FENCE.
 RP0784'
 RP0784'REFERENCE MARK NO. 2, STAMPED ALICE NO 2 1954, IS A STANDARD
 RP0784'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 RP0784'IT IS 62 FEET NORTH OF THE FENCE CORNER AND 1 FOOT EAST OF
 RP0784'THE WOVEN-WIRE FENCE.
 RP0784'
 RP0784'THE AZIMUTH MARK, STAMPED ALICE 1954, IS A STANDARD DISK
 RP0784'SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 RP0784'IS 40 FEET EAST OF THE CENTER OF THE TRACK ROAD, 1.5 FEET
 RP0784'SOUTH OF A WITNESS POST AND 1 FOOT NORTH OF A POWER POLE.
 RP0784'
 RP0784'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RP0784
 RP0784                          STATION RECOVERY (1963)
 RP0784
 RP0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0784'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0784'CONDITION.
 RP0784'
 RP0784'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 RP0784'FOR RECOVERY.  THE AZIMUTH MARK IS NOT VISABLE FROM THE GROUND
 RP0784'AT THE STATION DUE TO A TREE SHELTER BELT THAT HAS BEEN SET
 RP0784'OUT BETWEEN THE TWO MARKS.
 RP0784
 RP0784                          STATION RECOVERY (1967)
 RP0784
 RP0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0784'STATION LOCATION IS ADEQUATE.  ALL MARKS WERE RECOVERED IN GOOD
 RP0784'CONDITION.  AZIMUTH MARK WAS NO LONGER VISIBLE, THEREFORE A NEW
 RP0784'ONE WAS ESTABLISHED.  MEASUREMENTS TO LOCATE ALL MARKS WERE
 RP0784'ADEQUATE.  MEASUREMENTS TO REFERENCE MARKS FROM STATION WERE
 RP0784'CORRECT, HOWEVER A SLIGHT DIFFERENCE WAS NOTED IN ANGLE
 RP0784'BETWEEN REFERENCE MARK 1 AND 2.  THIS WAS CHECKED BY ANOTHER
 RP0784'OBSERVER ON ANOTHER DATE.  A NEW TO REACH AND DESCRIPTION OF
 RP0784'NEW AZIMUTH MARK FOLLOWS.
 RP0784'
 RP0784'TO REACH STATION FROM THE MAIN INTERSECTION AT THE STANDARD SERVICE
 RP0784'STATION IN ALICE, GO NORTH ON PAVED ROAD, NOW STATE ROUTE 38, FOR
 RP0784'0.9 MILE TO JUNCTION OF COUNTY ROUTE 6.  TURN RIGHT AND GO EAST
 RP0784'ON THE GRAVELED ROUTE 6 FOR 3.0 MILES TO A CROSSROAD.  CONTINUE
 RP0784'EAST FOR 0.3 MILE TO A DRIVEWAY, LEFT.  TURN LEFT AND GO NORTH FOR
 RP0784'0.1 MILE TO NORTHERN EDGE OF FARMYARD, AND STATION.
 RP0784'
 RP0784'AZIMUTH MARKS ARE REACHED FROM DRIVEWAY BY GOING EAST ON ROUTE
 RP0784'6 FOR 0.65 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.45 MIL
 RP0784'TO NEW AZIMUTH MARK ON LEFT, AS DESCRIBED.  CONTINUE NORTH ON
 RP0784'GRAVELED ROAD FOR 0.1 MILE TO OLD AZIMUTH ON RIGHT, EAST SIDE OF
 RP0784'ROAD.
 RP0784'
 RP0784'NEW AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP
 RP0784'OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 RP0784'GROUND AND IS STAMPED ALICE 1954 AZI 2 1967.  IT IS 46.1 FEET SOUTH
 RP0784'OF A POWERLINE POLE, 33 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD
 RP0784'AND 10.6 FEET EAST OF A METAL WITNESS POST.
 RP0784'
 RP0784'HEIGHT OF PLATE ABOVE STATION MARK 26.79 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1919 ***********************************************************************
 TG1919  DESIGNATION -  ALKABO
 TG1919  PID         -  TG1919
 TG1919  STATE/COUNTY-  ND/DIVIDE
 TG1919  USGS QUAD   -  ALKABO (1983)
 TG1919
 TG1919                         *CURRENT SURVEY CONTROL
 TG1919  ___________________________________________________________________
 TG1919* NAD 83(1996)-  48 52 19.28804(N)    103 53 30.72377(W)     ADJUSTED  
 TG1919* NAVD 88     -       641.     (meters)    2103.     (feet)  SCALED    
 TG1919  ___________________________________________________________________
 TG1919  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 TG1919  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG1919
 TG1919  HORZ ORDER  -  FIRST
 TG1919
 TG1919.The horizontal coordinates were established by classical geodetic methods
 TG1919.and adjusted by the National Geodetic Survey in January 1998..
 TG1919
 TG1919.The orthometric height was scaled from a topographic map.
 TG1919
 TG1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1919
 TG1919.The geoid height was determined by GEOID03.
 TG1919
 TG1919;                    North         East     Units Scale Factor Converg.
 TG1919;SPC ND N     -   213,625.106   351,248.608   MT  1.00003046   -2 31 26.4
 TG1919;SPC ND N     -   700,869.77  1,152,390.45   iFT  1.00003046   -2 31 26.4
 TG1919;UTM  13      - 5,413,821.431   581,258.369   MT  0.99968112   +0 50 05.1
 TG1919
 TG1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1919!SPC ND N     -   0.99990256  x   1.00003046  =   0.99993302
 TG1919!UTM  13      -   0.99990256  x   0.99968112  =   0.99958371
 TG1919
 TG1919:                Primary Azimuth Mark                     Grid Az
 TG1919:SPC ND N     -  NORGE                                    074 27 36.9
 TG1919:UTM  13      -  NORGE                                    071 06 05.4
 TG1919
 TG1919|---------------------------------------------------------------------|
 TG1919| PID    Reference Object                     Distance      Geod. Az  |
 TG1919|                                                           dddmmss.s |
 TG1919| TG1917 NORGE                               APPROX. 7.9 KM 0715610.5 |
 TG1919|---------------------------------------------------------------------|
 TG1919
 TG1919                          SUPERSEDED SURVEY CONTROL
 TG1919
 TG1919  NAD 83(1986)-  48 52 19.28817(N)    103 53 30.72036(W) AD(       ) 1
 TG1919  NAD 27      -  48 52 19.17600(N)    103 53 28.97500(W) AD(       ) 1
 TG1919
 TG1919.Superseded values are not recommended for survey control.
 TG1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1919.See file dsdata.txt to determine how the superseded data were derived.
 TG1919
 TG1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8125813821(NAD 83)
 TG1919_MARKER: DS = TRIANGULATION STATION DISK
 TG1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1919+STABILITY: SURFACE MOTION
 TG1919
 TG1919  HISTORY     - Date     Condition        Report By
 TG1919  HISTORY     - 1923     MONUMENTED       GSC
 TG1919  HISTORY     - 1935     GOOD             CGS
 TG1919  HISTORY     - 1978     GOOD             LOCENG
 TG1919
 TG1919                          STATION DESCRIPTION
 TG1919
 TG1919'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TG1919'ABOUT 140 METERS SOUTH AND 50 METERS EAST OF THE CENTER OF
 TG1919'THE SECTION IN SE 1/4 SEC. 11, T. 162 N., R. 102 W., FIFTH
 TG1919'PRINCIPAL MERIDIAN.
 TG1919'
 TG1919'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY
 TG1919'STATION MARK.
 TG1919
 TG1919                          STATION RECOVERY (1935)
 TG1919
 TG1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1919'THE STATION WAS NOT FOUND AS DESCRIBED WITH BRONZE DISK BUT
 TG1919'WITH A COPPER BOLT SET IN CONCRETE.  THE CONCRETE POST WAS
 TG1919'ABOUT 24 INCHES BY 18 INCHES AND PROJECTS 3 FEET ABOVE THE
 TG1919'GROUND.
 TG1919
 TG1919                          STATION RECOVERY (1978)
 TG1919
 TG1919'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AS)
 TG1919'PUNCH MARK IN COPPER BOLT SET IN CONCRETE BLOCK RECOVERED GOOD.
 TG1919'
 TG1919'DISTANCE AND DIRECTION FROM NEAREST TOWN--M MILES EAST OF WESTBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2012 ***********************************************************************
 TF2012  DESIGNATION -  ALKALI
 TF2012  PID         -  TF2012
 TF2012  STATE/COUNTY-  ND/PIERCE
 TF2012  USGS QUAD   -  BALTA SE (1958)
 TF2012
 TF2012                         *CURRENT SURVEY CONTROL
 TF2012  ___________________________________________________________________
 TF2012* NAD 83(1996)-  48 00 25.05479(N)    100 03 15.18103(W)     ADJUSTED  
 TF2012* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 TF2012  ___________________________________________________________________
 TF2012  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 TF2012  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 TF2012
 TF2012  HORZ ORDER  -  FIRST
 TF2012
 TF2012.The horizontal coordinates were established by classical geodetic methods
 TF2012.and adjusted by the National Geodetic Survey in January 1998..
 TF2012
 TF2012.The orthometric height was scaled from a topographic map.
 TF2012
 TF2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2012
 TF2012.The geoid height was determined by GEOID03.
 TF2012
 TF2012;                    North         East     Units Scale Factor Converg.
 TF2012;SPC ND N     -   112,050.675   633,259.954   MT  0.99993676   +0 19 54.2
 TF2012;SPC ND N     -   367,620.32  2,077,624.52   iFT  0.99993676   +0 19 54.2
 TF2012;UTM  14      - 5,317,611.417   421,371.192   MT  0.99967597   -0 47 00.8
 TF2012
 TF2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2012!SPC ND N     -   0.99992081  x   0.99993676  =   0.99985757
 TF2012!UTM  14      -   0.99992081  x   0.99967597  =   0.99959680
 TF2012
 TF2012|---------------------------------------------------------------------|
 TF2012| PID    Reference Object                     Distance      Geod. Az  |
 TF2012|                                                           dddmmss.s |
 TF2012| CO7264 ALKALI RM 1                          12.305 METERS 14001     |
 TF2012| CO7263 ALKALI AZ MK                                       2670004.5 |
 TF2012| CO7265 ALKALI RM 2                          16.297 METERS 27023     |
 TF2012|---------------------------------------------------------------------|
 TF2012
 TF2012                          SUPERSEDED SURVEY CONTROL
 TF2012
 TF2012  NAD 83(1986)-  48 00 25.05795(N)    100 03 15.18152(W) AD(       ) 1
 TF2012  NAD 27      -  48 00 25.04630(N)    100 03 13.70680(W) AD(       ) 1
 TF2012
 TF2012.Superseded values are not recommended for survey control.
 TF2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2012.See file dsdata.txt to determine how the superseded data were derived.
 TF2012
 TF2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2137117611(NAD 83)
 TF2012_MARKER: DS = TRIANGULATION STATION DISK
 TF2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2012
 TF2012  HISTORY     - Date     Condition        Report By
 TF2012  HISTORY     - 1946     MONUMENTED       CGS
 TF2012  HISTORY     - 1962     GOOD             CGS
 TF2012
 TF2012                          STATION DESCRIPTION
 TF2012
 TF2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2012'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF BALTA, 8 MILES
 TF2012'SOUTHEAST OF ORRIN AND 4 MILES SOUTH-SOUTHWEST OF THE JUNCTION
 TF2012'OF STATE HIGHWAYS 3 AND 19.  IT IS LOCATED NEAR THE NORTHWEST
 TF2012'END OF A LONG RANGE OF HILLS AND THE HILLS TO THE SOUTHEAST
 TF2012'ARE MUCH HIGHER IN ELEVATION.  THE MARK PROJECTS 1 INCH AND
 TF2012'THE DISK IS STAMPED ALKALI 1946.
 TF2012'
 TF2012'REFERENCE MARK NO. 1 IS 43.80 FEET SOUTHEAST OF THE STATION
 TF2012'AND ON THE SAME ELEVATION AS THE STATION MARK.  THE MARK PROJECTS
 TF2012'2 INCHES AND THE DISK IS STAMPED ALKALI NO 1 1946.
 TF2012'
 TF2012'REFERENCE MARK NO. 2 IS 53.47 FEET WEST OF THE STATION AND
 TF2012'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 TF2012'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ALKALI NO 2 1946.
 TF2012'
 TF2012'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 37 FEET
 TF2012'SOUTHEAST OF THE INTERSECTION OF CROSSROADS AND 3 FEET NORTH
 TF2012'OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF2012'STAMPED ALKALI 1946.
 TF2012'
 TF2012'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 A
 TF2012'19 WHICH IS ABOUT 6 MILES EAST OF THE SMALL VILLAGE OF ORRIN,
 TF2012'GO SOUTH ON STATE HIGHWAY 19 FOR 1.5 MILES TO A T ROAD RIGHT,
 TF2012'TURN RIGHT AND GO WEST FOR 2.2 MILES TO A T ROAD LEFT, TURN
 TF2012'LEFT AND GO 1.1 MILES TO A CROSSROAD AND AZIMUTH MARK AS
 TF2012'DESCRIBED.  TURN LEFT AT CROSSROADS AND FOLLOW TRACK ROAD EAST
 TF2012'FOR 0.5 MILE, THENCE TURN LEFT UP HILL FOR 0.15 MILE TO THE
 TF2012'SUMMIT OF HILL AND STATION AS DESCRIBED.
 TF2012'
 TF2012'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TF2012
 TF2012                          STATION RECOVERY (1962)
 TF2012
 TF2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2012'THE STATION IS LOCATED 6 MILES EAST AND 6 MILES SOUTH OF THE
 TF2012'TOWN OF ORRIN, IN THE SE 1/4 OF SEC. 6, T152N, R73W, ON THE
 TF2012'HIGHEST POINT OF A SMALL HILL.
 TF2012'
 TF2012'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 TF2012'3 AT THE SOUTH EDGE OF RUGBY, GO SOUTH ON STATE HIGHWAY 3 FOR
 TF2012'24.3 MILES TO THE JUNCTION OF STATE HIGHWAY 19 ON THE LEFT.
 TF2012'HERE TURN RIGHT, WEST, AND GO 3.6 MILES TO A CROSSROAD.  CONTINUE
 TF2012'WEST ON A GRAVELED ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT.
 TF2012'CONTINUE WEST ON A GRAVELED ROAD FOR 1.25 MILES TO A SIDE ROAD
 TF2012'LEFT.  TURN LEFT, SOUTH, AND GO 1.15 MILES TO A CROSSROAD AND
 TF2012'THE AZIMUTH MARK IN THE SOUTH EAST ANGLE.  TURN LEFT, EAST, AND
 TF2012'GO 0.65 MILE ON A TRACK ROAD TO THE STATION ON THE LEFT, ON
 TF2012'THE HIGHEST POINT OF A SMALL HILL.
 TF2012'
 TF2012'THE STATION MARK IS A STANDARD DISK STAMPED ALKALI 1946 AND
 TF2012'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2012'PROJECTS 1 INCH AND IS 9.2 FEET WEST OF THE WITNESS POST.
 TF2012'
 TF2012'REFERENCE MARK NO. 1, STAMPED ALKALI NO 1 1946, IS A STANDARD
 TF2012'DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2012'PROJECTS 1 INCH AND IS 38.3 FEET SOUTHEAST OF THE WITNESS POST.
 TF2012'
 TF2012'REFERENCE MARK NO. 2, STAMPED ALKALI NO 2 1946, IS A STANDARD
 TF2012'DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT
 TF2012'WHICH PROJECTS 2 INCHES AND IS 62.6 FEET WEST OF THE WITNESS
 TF2012'POST.
 TF2012'
 TF2012'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALKALI 1946 AND
 TF2012'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2012'FLUSH WITH THE GROUND.  IT IS 34 FEET SOUTH OF A FENCE CORNER,
 TF2012'37 FEET SOUTHEAST OF THE CENTER OF A CROSSROADS AND 0.6 FEET
 TF2012'NORTH OF THE WITNESS POST.
 TF2012'
 TF2012'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 85.2 FEET AND 25.97
 TF2012'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1231 ***********************************************************************
 TD1231  DESIGNATION -  ALMA
 TD1231  PID         -  TD1231
 TD1231  STATE/COUNTY-  ND/CAVALIER
 TD1231  USGS QUAD   -  CONCRETE (1964)
 TD1231
 TD1231                         *CURRENT SURVEY CONTROL
 TD1231  ___________________________________________________________________
 TD1231* NAD 83(1996)-  48 41 16.25243(N)    097 55 47.78683(W)     ADJUSTED  
 TD1231* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 TD1231  ___________________________________________________________________
 TD1231  LAPLACE CORR-          -9.16  (seconds)                    DEFLEC99
 TD1231  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 TD1231
 TD1231  HORZ ORDER  -  FIRST
 TD1231
 TD1231.The horizontal coordinates were established by classical geodetic methods
 TD1231.and adjusted by the National Geodetic Survey in January 1998..
 TD1231
 TD1231.The orthometric height was scaled from a topographic map.
 TD1231
 TD1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1231
 TD1231.The geoid height was determined by GEOID03.
 TD1231
 TD1231;                    North         East     Units Scale Factor Converg.
 TD1231;SPC ND N     -   190,821.346   789,191.433   MT  0.99999130   +1 54 44.9
 TD1231;SPC ND N     -   626,054.28  2,589,210.74   iFT  0.99999130   +1 54 44.9
 TD1231;UTM  14      - 5,393,308.671   578,754.179   MT  0.99967620   +0 48 13.6
 TD1231
 TD1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1231!SPC ND N     -   0.99994063  x   0.99999130  =   0.99993193
 TD1231!UTM  14      -   0.99994063  x   0.99967620  =   0.99961685
 TD1231
 TD1231:                Primary Azimuth Mark                     Grid Az
 TD1231:SPC ND N     -  CAVALIER MUNICIPAL TANK                  060 22 31.0
 TD1231:UTM  14      -  CAVALIER MUNICIPAL TANK                  061 29 02.3
 TD1231
 TD1231|---------------------------------------------------------------------|
 TD1231| PID    Reference Object                     Distance      Geod. Az  |
 TD1231|                                                           dddmmss.s |
 TD1231| TD1225 CAVALIER MUNICIPAL TANK             APPROX.25.4 KM 0621715.9 |
 TD1231| CO7266 ALMA AZ MK                                         0884930.9 |
 TD1231| CO7267 ALMA RM 1                            11.501 METERS 11852     |
 TD1231| CO7268 ALMA RM 2                            14.071 METERS 25445     |
 TD1231|---------------------------------------------------------------------|
 TD1231
 TD1231                          SUPERSEDED SURVEY CONTROL
 TD1231
 TD1231  NAD 83(1986)-  48 41 16.24631(N)    097 55 47.78239(W) AD(       ) 1
 TD1231  NAD 27      -  48 41 16.26682(N)    097 55 46.42977(W) AD(       ) 1
 TD1231
 TD1231.Superseded values are not recommended for survey control.
 TD1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1231.See file dsdata.txt to determine how the superseded data were derived.
 TD1231
 TD1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7875493309(NAD 83)
 TD1231_MARKER: DS = TRIANGULATION STATION DISK
 TD1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1231
 TD1231  HISTORY     - Date     Condition        Report By
 TD1231  HISTORY     - 1967     MONUMENTED       CGS
 TD1231
 TD1231                          STATION DESCRIPTION
 TD1231
 TD1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1231'THE STATION IS ABOUT 7 MILES NORTH-NORTHWEST OF GARDAR, 3 MILES
 TD1231'WEST OF MOUNTAIN AND ON THE NORTH SIDE OF A GRAVELED ROAD, ON THE
 TD1231'EAST SLOPE OF A PROMINENT RIDGE.
 TD1231'
 TD1231'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN, GO NORTH
 TD1231'ON A PAVED STREET FOR 0.1 MILE TO A T-ROAD.  TURN LEFT AND GO
 TD1231'WEST ON A BLACK TOP AND GRAVEL ROAD FOR 1.85 MILES TO A CROSSROAD.
 TD1231'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH
 TD1231'MARK ON THE RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5
 TD1231'MILES TO A SIDE ROAD RIGHT AT THE FOOT OF A HILL.  CONTINUE
 TD1231'WEST, UP HILL, FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 TD1231'
 TD1231'THE STATION MARK IS A STANDARD DISK, STAMPED ALMA 1967, SET IN
 TD1231'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1231'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 55 FEET NORTH OF THE
 TD1231'GRAVELED ROAD AND 5.0 FEET SOUTH OF A WITNESS POST.  THE
 TD1231'UNDERGROUND MARK IS SET 58 INCHES BELOW THE GROUND SURFACE.
 TD1231'
 TD1231'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALMA NO 1 1967, SET
 TD1231'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1231'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 41.6 FEET SOUTHEAST
 TD1231'OF THE WITNESS POST, 36 FEET NORTH OF THE CENTERLINE OF THE
 TD1231'GRAVELED ROAD AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 TD1231'
 TD1231'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALMA NO 2 1967,
 TD1231'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1231'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 46.6 FEET
 TD1231'WEST-SOUTHWEST OF THE WITNESS POST, 44 FEET NORTH OF THE
 TD1231'CENTERLINE OF THE GRAVELED ROAD AND ABOUT 1-1/2 FEET HIGHER IN
 TD1231'ELEVATION THAN THE STATION.
 TD1231'
 TD1231'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALMA 1967, SET IN
 TD1231'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1231'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 75.5 FEET NORTH OF THE
 TD1231'CENTERLINE OF THE GRAVELED ROAD, 39 FEET EAST OF A FIELD
 TD1231'ENTRANCE ROAD AND 1.8 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0901 ***********************************************************************
 RR0901  DESIGNATION -  ALMONT
 RR0901  PID         -  RR0901
 RR0901  STATE/COUNTY-  ND/MORTON
 RR0901  USGS QUAD   -  ALMONT EAST (1980)
 RR0901
 RR0901                         *CURRENT SURVEY CONTROL
 RR0901  ___________________________________________________________________
 RR0901* NAD 83(1996)-  46 43 01.25011(N)    101 23 56.16007(W)     ADJUSTED  
 RR0901* NAVD 88     -       721.8    (meters)    2368.     (feet)  VERTCON   
 RR0901  ___________________________________________________________________
 RR0901  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 RR0901  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 RR0901
 RR0901  HORZ ORDER  -  FIRST
 RR0901
 RR0901.The horizontal coordinates were established by classical geodetic methods
 RR0901.and adjusted by the National Geodetic Survey in January 1998..
 RR0901
 RR0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0901
 RR0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0901
 RR0901.The geoid height was determined by GEOID03.
 RR0901
 RR0901;                    North         East     Units Scale Factor Converg.
 RR0901;SPC ND S     -   117,146.059   531,276.348   MT  0.99993795   -0 39 20.4
 RR0901;SPC ND S     -   384,337.46  1,743,032.64   iFT  0.99993795   -0 39 20.4
 RR0901;UTM  14      - 5,176,512.526   316,662.146   MT  1.00001316   -1 44 48.7
 RR0901
 RR0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0901!SPC ND S     -   0.99989002  x   0.99993795  =   0.99982797
 RR0901!UTM  14      -   0.99989002  x   1.00001316  =   0.99990318
 RR0901
 RR0901|---------------------------------------------------------------------|
 RR0901| PID    Reference Object                     Distance      Geod. Az  |
 RR0901|                                                           dddmmss.s |
 RR0901| CQ6936 ALMONT RM 1                          19.155 METERS 05754     |
 RR0901| CQ6935 ALMONT AZ MK                                       0875223.9 |
 RR0901| CQ6937 ALMONT RM 2                          19.268 METERS 29543     |
 RR0901|---------------------------------------------------------------------|
 RR0901
 RR0901                          SUPERSEDED SURVEY CONTROL
 RR0901
 RR0901  NAD 83(1986)-  46 43 01.24327(N)    101 23 56.14808(W) AD(       ) 1
 RR0901  NAD 27      -  46 43 01.24100(N)    101 23 54.62800(W) AD(       ) 1
 RR0901  NGVD 29 (07/19/86)  721.4    (m)         2367.     (f) VERT ANG       
 RR0901
 RR0901.Superseded values are not recommended for survey control.
 RR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0901.See file dsdata.txt to determine how the superseded data were derived.
 RR0901
 RR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1666276513(NAD 83)
 RR0901_MARKER: DS = TRIANGULATION STATION DISK
 RR0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0901
 RR0901  HISTORY     - Date     Condition        Report By
 RR0901  HISTORY     - 1951     MONUMENTED       CGS
 RR0901  HISTORY     - 1957     GOOD             CGS
 RR0901  HISTORY     - 1958     GOOD             USGS
 RR0901
 RR0901                          STATION DESCRIPTION
 RR0901
 RR0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0901'THE STATION IS LOCATED ON LAND OWNED BY MR. JOHN E. KAELBERER,
 RR0901'ABOUT 9 MILES SOUTH OF NEW SALEM, ABOUT 5 MILES SOUTHEAST OF
 RR0901'ALMONT, AND 100 FEET SOUTH OF A SECTION LINE FENCE.
 RR0901'
 RR0901'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 RR0901'AND STATE HIGHWAY 31 AT THE NORTHEAST EDGE OF NEW SALEM,
 RR0901'GO SOUTH ON HIGHWAY 31 FOR 9.6 MILES TO AN OLD SCHOOLHOUSE
 RR0901'ON THE RIGHT.  TURN RIGHT ON THE NORTH SIDE OF THE SCHOOLHOUSE
 RR0901'AND GO 135 FEET TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RR0901'WEST ACROSS COUNTRY FOR 0.55 MILE TO A WIRE GATE IN A FENCE
 RR0901'CORNER.  PASS THROUGH GATE AND CONTINUE WEST FOR 0.25 MILE
 RR0901'TO THE TOP OF THE HILL AND THE STATION.
 RR0901'
 RR0901'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 RR0901'ALMONT 1951.
 RR0901'
 RR0901'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 RR0901'HOLE IN A BOULDER PROJECTING 2 FEET, AND THE DISK IS STAMPED
 RR0901'ALMONT NO 1 1951.  IT IS 75 FEET SOUTH OF A SECTION LINE
 RR0901'FENCE.
 RR0901'
 RR0901'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 RR0901'HOLE IN A BOULDER PROJECTING 1 FOOT, AND THE DISK IS STAMPED
 RR0901'ALMONT NO 2 1951.  IT IS 80 FEET SOUTH OF A SECTION LINE FENCE.
 RR0901'
 RR0901'THE AZIMUTH MARK IS 135 FEET WEST OF THE CENTER OF STATE
 RR0901'HIGHWAY 31, 60 FEET NORTH OF AN OLD SCHOOLHOUSE, AND 1 FOOT
 RR0901'SOUTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK
 RR0901'IS STAMPED ALMONT 1951.
 RR0901'
 RR0901'THE STATION AND AZIMUTH MARKS ARE STANDARD DISKS SET IN THE
 RR0901'TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0901
 RR0901                          STATION RECOVERY (1957)
 RR0901
 RR0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0901'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0901'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0901'ADEQUATE.
 RR0901
 RR0901                          STATION RECOVERY (1958)
 RR0901
 RR0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0901'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0465 ***********************************************************************
 RS0465  DESIGNATION -  ALPHA
 RS0465  PID         -  RS0465
 RS0465  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0465  USGS QUAD   -  GOLVA (1980)
 RS0465
 RS0465                         *CURRENT SURVEY CONTROL
 RS0465  ___________________________________________________________________
 RS0465* NAD 83(1996)-  46 38 17.86948(N)    103 53 28.75145(W)     ADJUSTED  
 RS0465* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 RS0465  ___________________________________________________________________
 RS0465  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RS0465  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 RS0465
 RS0465  HORZ ORDER  -  FIRST
 RS0465
 RS0465.The horizontal coordinates were established by classical geodetic methods
 RS0465.and adjusted by the National Geodetic Survey in January 1998..
 RS0465
 RS0465.The orthometric height was scaled from a topographic map.
 RS0465
 RS0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0465
 RS0465.The geoid height was determined by GEOID03.
 RS0465
 RS0465;                    North         East     Units Scale Factor Converg.
 RS0465;SPC ND S     -   113,606.777   340,430.092   MT  0.99994170   -2 28 24.9
 RS0465;SPC ND S     -   372,725.65  1,116,896.63   iFT  0.99994170   -2 28 24.9
 RS0465;SPC MT       -   280,751.994 1,028,825.556   MT  0.99941385   +4 06 10.0
 RS0465;SPC MT       -   921,102.34  3,375,411.93   iFT  0.99941385   +4 06 10.0
 RS0465;UTM  13      - 5,165,567.566   584,854.883   MT  0.99968850   +0 48 21.9
 RS0465
 RS0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0465!SPC ND S     -   0.99986150  x   0.99994170  =   0.99980321
 RS0465!SPC MT       -   0.99986150  x   0.99941385  =   0.99927543
 RS0465!UTM  13      -   0.99986150  x   0.99968850  =   0.99955004
 RS0465
 RS0465|---------------------------------------------------------------------|
 RS0465| PID    Reference Object                     Distance      Geod. Az  |
 RS0465|                                                           dddmmss.s |
 RS0465| CQ6939 ALPHA RM 1                           21.350 METERS 10236     |
 RS0465| CQ6940 ALPHA RM 2                           16.780 METERS 21315     |
 RS0465| CQ6938 ALPHA AZ MK                                        3553836.0 |
 RS0465|---------------------------------------------------------------------|
 RS0465
 RS0465                          SUPERSEDED SURVEY CONTROL
 RS0465
 RS0465  NAD 83(1996)-  46 38 17.86532(N)    103 53 28.74624(W) AD(       ) 1
 RS0465  NAD 83(1986)-  46 38 17.86567(N)    103 53 28.74598(W) AD(       ) 1
 RS0465  NAD 27      -  46 38 17.82000(N)    103 53 27.01600(W) AD(       ) 1
 RS0465
 RS0465.Superseded values are not recommended for survey control.
 RS0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0465.See file dsdata.txt to determine how the superseded data were derived.
 RS0465
 RS0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM8485565568(NAD 83)
 RS0465_MARKER: DS = TRIANGULATION STATION DISK
 RS0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0465
 RS0465  HISTORY     - Date     Condition        Report By
 RS0465  HISTORY     - 1934     MONUMENTED       CGS
 RS0465  HISTORY     - 1974     GOOD             USGS
 RS0465
 RS0465                          STATION DESCRIPTION
 RS0465
 RS0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0465'TO REACH FROM GOLVA, NORTH DAKOTA, GO SOUTH FROM THE POST
 RS0465'OFFICE 0.1 MILE AND TURN LEFT, GO EAST 0.2 MILE AND TURN
 RS0465'RIGHT (SOUTH), GO 0.1 MILE AND TURN LEFT (EAST), GO EAST 0.7
 RS0465'MILE TO THE CROSSROADS, TURN RIGHT AND GO SOUTH 2.0 MILES,
 RS0465'TURN LEFT AND GO EAST 0.2 MILE, TURN RIGHT AND GO SOUTH 0.2
 RS0465'MILE, TURN LEFT AND GO EAST 1.0 MILE, TURN RIGHT AND GO 2.0
 RS0465'MILES.  THERE IS A LONE SHACK AT THIS CROSS ROAD ON THE
 RS0465'LEFT SIDE OF THE ROAD, TURN LEFT AND GO EAST 0.6 MILE TO A
 RS0465'GATE IN THE FENCE AT THE RIGHT, TURN RIGHT THROUGH THE GATE
 RS0465'AND FOLLOW THE EAST SIDE OF THE FENCE (INSIDE) 0.4 MILE TO
 RS0465'THE TOP OF THE HILL WHERE THE STATION WILL BE FOUND ABOUT 30
 RS0465'PACES DUE EAST OF THE FENCE LINE, ON THE HIGHEST PART OF
 RS0465'THE HILL AND ON THE HIGHEST HILL IN THE VICINITY.
 RS0465'
 RS0465'AZIMUTH MARK IS LOCATED AT THE FENCE CORNER 0.4 MILE NORTH
 RS0465'AND NEAR THE GATE THAT IS USED.
 RS0465'
 RS0465'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RS0465'BRONZE DISKS SET AS DESCRIBED.
 RS0465
 RS0465                          STATION RECOVERY (1974)
 RS0465
 RS0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SDC)
 RS0465'REVISED ROUTE DESCRIPTION.
 RS0465'
 RS0465'TO REACH THE STATION FROM GOLVA, NORTH DAKOTA, GO WEST 0.1
 RS0465'MILE FROM POST OFFICE, TURN LEFT, ON STATE HIGHWAY 16, GO SOUTH
 RS0465'FOR 2.4 MILES.  THEN LEFT (EAST) FOR 5.0 MILES, THEN RIGHT,
 RS0465'(SOUTH) FOR 4.0 MILES TO T. RD. WEST.  TAKE T. RD. WEST FOR
 RS0465'0.5 MILES LEAVE RD. AND GO SOUTH THROUGH GATE ALONG EAST
 RS0465'SIDE OF FENCE FOR 0.4 MILES TO TOP OF HILL AND STATION SITE.
 RS0465'STATION IS ABOUT 500 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1840 ***********************************************************************
 TE1840  DESIGNATION -  ALSEN
 TE1840  PID         -  TE1840
 TE1840  STATE/COUNTY-  ND/CAVALIER
 TE1840  USGS QUAD   -  ALSEN (1970)
 TE1840
 TE1840                         *CURRENT SURVEY CONTROL
 TE1840  ___________________________________________________________________
 TE1840* NAD 83(1996)-  48 37 50.19374(N)    098 40 36.49296(W)     ADJUSTED  
 TE1840* NAVD 88     -       484.4    (meters)    1589.     (feet)  VERTCON   
 TE1840  ___________________________________________________________________
 TE1840  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 TE1840  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 TE1840
 TE1840  HORZ ORDER  -  SECOND
 TE1840
 TE1840.The horizontal coordinates were established by classical geodetic methods
 TE1840.and adjusted by the National Geodetic Survey in January 1998..
 TE1840
 TE1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1840
 TE1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1840
 TE1840.The geoid height was determined by GEOID03.
 TE1840
 TE1840;                    North         East     Units Scale Factor Converg.
 TE1840;SPC ND N     -   182,889.545   734,375.221   MT  0.99998126   +1 21 24.1
 TE1840;SPC ND N     -   600,031.32  2,409,367.52   iFT  0.99998126   +1 21 24.1
 TE1840;UTM  14      - 5,386,444.105   523,813.703   MT  0.99960697   +0 14 33.2
 TE1840
 TE1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1840!SPC ND N     -   0.99992788  x   0.99998126  =   0.99990914
 TE1840!UTM  14      -   0.99992788  x   0.99960697  =   0.99953488
 TE1840
 TE1840:                Primary Azimuth Mark                     Grid Az
 TE1840:SPC ND N     -  REBAR 175                                269 01 53.3
 TE1840:UTM  14      -  REBAR 175                                270 08 44.2
 TE1840
 TE1840|---------------------------------------------------------------------|
 TE1840| PID    Reference Object                     Distance      Geod. Az  |
 TE1840|                                                           dddmmss.s |
 TE1840| TE1841 REBAR 175                           APPROX. 3.2 KM 2702317.4 |
 TE1840| CO7269 ALSEN RM 1                           12.948 METERS 27846     |
 TE1840| CO7270 ALSEN RM 2                           21.071 METERS 35635     |
 TE1840|---------------------------------------------------------------------|
 TE1840
 TE1840                          SUPERSEDED SURVEY CONTROL
 TE1840
 TE1840  NAD 83(1986)-  48 37 50.19031(N)    098 40 36.48324(W) AD(       ) 2
 TE1840  NAD 27      -  48 37 50.16400(N)    098 40 35.02861(W) AD(       ) 2
 TE1840  NGVD 29 (07/19/86)  484.0    (m)         1588.     (f) VERT ANG       
 TE1840
 TE1840.Superseded values are not recommended for survey control.
 TE1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1840.See file dsdata.txt to determine how the superseded data were derived.
 TE1840
 TE1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2381486444(NAD 83)
 TE1840_MARKER: DD = SURVEY DISK
 TE1840_SETTING: 0 = UNSPECIFIED SETTING
 TE1840
 TE1840  HISTORY     - Date     Condition        Report By
 TE1840  HISTORY     - 1969     MONUMENTED       USGS
 TE1840
 TE1840                          STATION DESCRIPTION
 TE1840
 TE1840'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1840'THE STATION IS ABOUT 1.30 MI ENE. OF ALSEN, ABOUT 161 FT E. OF
 TE1840'THE QUARTER COR. BETWEEN SECS. 5 AND 32, T. 159 AND 160 N., R. 62 W.
 TE1840'
 TE1840'TO REACH FROM THE COR. OF SECS. 1, 6, 31 AND 36, LOCATED ABOUT 0.30
 TE1840'MI NW. OF ALSEN, GO E. FOR 1.55 MI TO A HILL AND THE STATION ON THE
 TE1840'RIGHT, ON THE N. SLOPE OF THE HILL.
 TE1840'
 TE1840'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1840'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1840'TO WITHIN 1 IN. OF CAP, STAMPED ET ALSEN 1969 IS 161 FT E. AND 44
 TE1840'FT S. OF CENTER RD. AT FENCE N. AND FIELD LINE S., 135 FT S. AND 21
 TE1840'FT W. OF CENTER RR. AT MP 442.  6 FT N. OF USGS WITNESS POST.  THE
 TE1840'MARK IS FLUSH WITH THE GROUND.
 TE1840'
 TE1840'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1840'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1840'TO WITHIN 1 IN. OF CAP, STAMPED ALSEN NO 1 1969 IS W. OF THE
 TE1840'STATION, 128 FT S. AND 64 FT W. OF CENTER RR. AT MP 442.  37 FT S.
 TE1840'AND 118 FT E. OF CENTER RD. AT FENCE N. AND FIELD LINE S.  THE MARK
 TE1840'IS FLUSH WITH THE GROUND.
 TE1840'
 TE1840'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1840'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1840'TO WITHIN 1 IN. OF CAP, STAMPED LASEN NO 2 1969 IS N. OF THE
 TE1840'STATION, 26 FT N. AND 157 FT E. OF CENTER RD. AT FENCE N. AND
 TE1840'FIELD LINE S., 65 FT S. AND 25 FT W. OF CENTER RR. AT MP 442.  THE
 TE1840'MARK IS FLUSH WITH THE GROUND.
 TE1840'
 TE1840'NO AZIMUTH MARK WAS SET.
 TE1840'
 TE1840'REFERENCE AZIMUTH USED - LIGHTNING ROD ON ELEVATOR NO. 1.  POINT
 TE1840'OBSERVED, THE S. LIGHTNING ROD ON THE TALLEST AND E. MOST OF TWO
 TE1840'ELEVATORS.  IT IS FARMERS ELEVATOR NO. 1, FINISHED WITH TIN, ABOUT
 TE1840'300 FT E. AND 75 FT N. OF TRAIL DEPOT, 58 FT N. OF CENTER RR.,
 TE1840'ABOUT 1.30 MI W. OF STATION T. 160 N., R. 62 W., NEAR THE W.
 TE1840'SIXTEENTH COR. BETWEEN SECS. 6 AND 31.
 TE1840'
 TE1840'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0502 ***********************************************************************
 SL0502  DESIGNATION -  ALTON
 SL0502  PID         -  SL0502
 SL0502  STATE/COUNTY-  ND/TRAILL
 SL0502  USGS QUAD   -  KELSO (1984)
 SL0502
 SL0502                         *CURRENT SURVEY CONTROL
 SL0502  ___________________________________________________________________
 SL0502* NAD 83(1996)-  47 22 01.47295(N)    097 02 57.96766(W)     ADJUSTED  
 SL0502* NAVD 88     -       274.412  (meters)     900.30   (feet)  ADJUSTED  
 SL0502  ___________________________________________________________________
 SL0502  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 SL0502  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 SL0502  DYNAMIC HT  -         274.450 (meters)     900.42  (feet)  COMP
 SL0502  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 SL0502
 SL0502  HORZ ORDER  -  THIRD
 SL0502  VERT ORDER  -  SECOND    CLASS 0
 SL0502
 SL0502.The horizontal coordinates were established by classical geodetic methods
 SL0502.and adjusted by the National Geodetic Survey in January 1998..
 SL0502
 SL0502.The orthometric height was determined by differential leveling
 SL0502.and adjusted by the National Geodetic Survey in June 1991..
 SL0502
 SL0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0502
 SL0502.The geoid height was determined by GEOID03.
 SL0502
 SL0502.The dynamic height is computed by dividing the NAVD 88
 SL0502.geopotential number by the normal gravity value computed on the
 SL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0502.degrees latitude (g = 980.6199 gals.).
 SL0502
 SL0502.The modeled gravity was interpolated from observed gravity values.
 SL0502
 SL0502;                    North         East     Units Scale Factor Converg.
 SL0502;SPC ND N     -    46,651.071   860,549.663   MT  1.00001368   +2 34 03.6
 SL0502;SPC ND N     -   153,054.69  2,823,325.67   iFT  1.00001368   +2 34 03.6
 SL0502;UTM  14      - 5,247,801.876   647,271.784   MT  0.99986655   +1 26 07.1
 SL0502
 SL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0502!SPC ND N     -   0.99996112  x   1.00001368  =   0.99997480
 SL0502!UTM  14      -   0.99996112  x   0.99986655  =   0.99982768
 SL0502
 SL0502|---------------------------------------------------------------------|
 SL0502| PID    Reference Object                     Distance      Geod. Az  |
 SL0502|                                                           dddmmss.s |
 SL0502| CO4186 ALTON RM 1                           20.977 METERS 02426     |
 SL0502| SL0503 ALTON RM 3                           17.020 METERS 04040     |
 SL0502| SL0504 ALTON RM 2                           20.510 METERS 12640     |
 SL0502| SL0505 ALTON AZ MK                                        1651050.3 |
 SL0502| SL1296 HILLSBORO TRAILL CO CTHSE DOME      APPROX. 4.2 KM 3450446.3 |
 SL0502| SL1297 HILLSBORO MUNICIPAL TANK            APPROX. 4.4 KM 3472256.4 |
 SL0502|---------------------------------------------------------------------|
 SL0502
 SL0502                          SUPERSEDED SURVEY CONTROL
 SL0502
 SL0502  NAD 83(1986)-  47 22 01.47176(N)    097 02 57.95962(W) AD(       ) 3
 SL0502  NAD 27      -  47 22 01.54800(N)    097 02 56.65500(W) AD(       ) 3
 SL0502  NGVD 29 (??/??/92)  274.079  (m)          899.21   (f) ADJ UNCH    2 0
 SL0502
 SL0502.Superseded values are not recommended for survey control.
 SL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0502.See file dsdata.txt to determine how the superseded data were derived.
 SL0502
 SL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4727247802(NAD 83)
 SL0502_MARKER: DS = TRIANGULATION STATION DISK
 SL0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0502_STAMPING: ALTON 1954
 SL0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0502+STABILITY: SURFACE MOTION
 SL0502
 SL0502  HISTORY     - Date     Condition        Report By
 SL0502  HISTORY     - 1954     MONUMENTED       CGS
 SL0502  HISTORY     - 1955     GOOD             CGS
 SL0502  HISTORY     - 1963     GOOD             CGS
 SL0502  HISTORY     - 1964     GOOD             CGS
 SL0502  HISTORY     - 1964     GOOD             NGS
 SL0502
 SL0502                          STATION DESCRIPTION
 SL0502
 SL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL0502'THE STATION IS IN THE NORTHWEST CORNER OF SEC. 21, T. 145 N.,
 SL0502'R. 50 W. ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 81.  IT IS 3 MILES
 SL0502'SOUTH AND 1/2 MILE EAST OF THE CENTER OF HILLSBORO AND 1 MILE
 SL0502'NORTH OF THE ALTON SIDING.
 SL0502'
 SL0502'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 SL0502'7 WHICH IS ABOUT 3-3/4 MILES SOUTH OF HILLSBORO, GO NORTH ON
 SL0502'U.S. HIGHWAY 81 AND STATE HIGHWAY 7 FOR 0.45 MILE TO THE AZIMUTH
 SL0502'MARK ON THE RIGHT NEAR A POLE WITH A GUY WIRE RUNNING ACROSS THE
 SL0502'ROAD TO THE TELEPHONE LINE.  CONTINUE NORTH ON U.S. HIGHWAY 81
 SL0502'AND STATE HIGHWAY 7 FOR 0.55 MILE TO A CROSSROAD AND THE STATION
 SL0502'IN THE SOUTHEAST ANGLE.
 SL0502'
 SL0502'THE STATION MARK, 124 FEET EAST OF THE CENTER OF THE HIGHWAY, 108
 SL0502'FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 69 FEET SOUTHWEST OF A
 SL0502'POWER POLE, 3.5 FEET NORTH-NORTHEAST OF A WITNESS POST, IS
 SL0502'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ALTON
 SL0502'1954.
 SL0502'
 SL0502'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS 50 FEET SOUTH
 SL0502'OF THE CENTER OF THE DIRT ROAD, 1 FOOT WEST-NORTHWEST OF A POWER
 SL0502'POLE AND PROJECTS 1 INCH.  THE DISK IS STAMPED ALTON NO 1 1954.
 SL0502'
 SL0502'REFERENCE MARK NO. 2, SOUTHEAST OF AND 2 FEET HIGHER THAN THE
 SL0502'STATION, IS ON AN OLD ROAD BED, 106 FEET SOUTH OF THE POWER
 SL0502'POLE, UNDER THE WESTERN WIRE OF THE THREE-WIRE POWER LINE AND
 SL0502'PROJECTS 1 INCH.  THE DISK IS STAMPED ALTON NO. 2 1954.
 SL0502'
 SL0502'THE AZIMUTH MARK, 0.55 MILE SOUTH OF THE STATION, IS 79 FEET EAST
 SL0502'OF THE CENTER OF U.S. HIGHWAY 81, 2.5 FEET WEST OF A WITNESS
 SL0502'POST, 2 FEET NORTH OF A GUY POLE AND PROJECTS 6 INCHES.  THE
 SL0502'DISK IS STAMPED ALTON 1954.
 SL0502'
 SL0502'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 SL0502
 SL0502                          STATION RECOVERY (1955)
 SL0502
 SL0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 SL0502'REFERENCE MARK NO. 1 REMOVED BY THE TRAILL COUNTY DRAIN BOARD
 SL0502'TO PERMIT EXCAVATIONS FOR DITCHING.
 SL0502'
 SL0502'REFERENCE MARK DISK STAMPED ALTON NO 1 1954 RECEIVED AT THIS
 SL0502'OFFICE 9/6/55.
 SL0502
 SL0502                          STATION RECOVERY (1963)
 SL0502
 SL0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL0502'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED AS
 SL0502'DESCRIBED AND FOUND IN GOOD CONDITION.  IT WAS REPORTED IN 1955
 SL0502'THAT R.M. NO. 1 HAD BEEN REMOVED TO PERMIT EXCAVATIONS FOR
 SL0502'DITCHING.  R.M. NO. 3 WAS SET TO REPLACE THE ONE THAT WAS
 SL0502'DESTROYED.
 SL0502'
 SL0502'STATION AND R.M. NO. 2 RECOVERED AS DECRIBED IN 1954.  R.M. NO. 3
 SL0502'IS NORTHEAST OF THE STATION, 66 FEET SOUTH OF THE CENTERLINE OF
 SL0502'EAST-WEST ROAD AND 1.4 FEET EAST OF A POWERLINE POLE.  THE MARK
 SL0502'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALTON NO 3 1954.
 SL0502'
 SL0502'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED BUT WAS NOT VISIBLE
 SL0502'FROM THE GROUND AT THE STATION AT THE TIME THE STATION WAS OCCUPIED
 SL0502'AS A BILLBOARD HAD BEEN ERECTED JUST NORTH OF THE MARK.
 SL0502'
 SL0502'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 SL0502'RECOVERY.
 SL0502
 SL0502                          STATION RECOVERY (1964)
 SL0502
 SL0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 SL0502'ABOUT 0.9 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY AN U.S.
 SL0502'HIGHWAY 81 FROM THE GRAIN ELEVATOR AT ALTON, OR 2.4 MILES SOUTH
 SL0502'ALONG U.S. HIGHWAY 81 AND THE GREAT NORTHERN RAILWAY FROM THE
 SL0502'STATION AT HILLSBORO, IN SECTION 21, T 145 N, R 50 W, 123 FEET
 SL0502'EAST OF THE CENTER LINE OF THE HIGHWAY, 107 FEET SOUTH OF THE
 SL0502'CENTER LINE OF AN EAST-WEST DIRT ROAD, 54 FEET WEST OF THE
 SL0502'CENTER LINE OF AN ABANDONED ROAD, 55 FEET SOUTHWEST OF A POWER
 SL0502'POLE, 4.5 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 2 FEET
 SL0502'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SL0502'CONCRETE POST FLUSH WITH THE GROUND.
 SL0502'
 SL0502'REFERENCE MARK NO. 2 IS 67 FEET SOUTHEAST OF THE STATION, 170
 SL0502'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 160 FEET SOUTH OF THE
 SL0502'CENTER LINE OF AN EAST-WEST DIRT ROAD, 85 FEET SOUTH OF A POWER
 SL0502'POLE, ABOUT LEVEL WITH THE DIRT ROAD, AND SET IN THE TOP OF A
 SL0502'CONCRETE POST FLUSH WITH THE GROUND.
 SL0502'
 SL0502'REFERENCE MARK NO. 3 IS 56 FEET NORTHEAST OF THE STATION, 155 FEET
 SL0502'EAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTH OF THE
 SL0502'CENTER LINE OF AN EAST-WEST DIRT ROAD, 1-1/2 FEET EAST OF A POWER
 SL0502'POLE, ABOUT LEVEL WITH THE DIRT ROAD, AND SET IN THE TOP OF A
 SL0502'CONCRETE POST PROJECTING 4 INCHES.
 SL0502'
 SL0502'THE AZIMUTH MARK, 0.55 MILE SOUTH OF THE STATION, IS 77 FEET
 SL0502'EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A BRACE
 SL0502'POLE FOR A TELEGRAPH LINE, 1.3 FEET SOUTH OF A METAL WITNESS
 SL0502'POST, AND PROJECTS 5 INCHES.
 SL0502
 SL0502                          STATION RECOVERY (1964)
 SL0502
 SL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0502'0.9 MI N FROM ALTON.
 SL0502'0.9 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY AND U.S. HIGHWAY 81
 SL0502'FROM THE GRAIN ELEVATOR AT ALTON, OR 2.4 MILES SOUTH ALONG U.S.
 SL0502'HIGHWAY 81 AND THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0502'HILLSBORO, IN S 21, T 145 N, R 50 W, 123 FEET EAST OF THE CENTER LINE
 SL0502'OF THE HIGHWAY, 107 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT
 SL0502'ROAD, 54 FEET WEST OF THE CENTER LINE OF AN OLD ROAD BED, 55 FEET
 SL0502'SOUTHWEST OF A POWER POLE, 4.5 FEET NORTH OF A WOODEN WITNESS POST,
 SL0502'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SL0502'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0505 ***********************************************************************
 SL0505  DESIGNATION -  ALTON AZ MK
 SL0505  PID         -  SL0505
 SL0505  STATE/COUNTY-  ND/TRAILL
 SL0505  USGS QUAD   -  KELSO (1984)
 SL0505
 SL0505                         *CURRENT SURVEY CONTROL
 SL0505  ___________________________________________________________________
 SL0505* NAD 83(1986)-  47 21 34.     (N)    097 02 46.     (W)     SCALED    
 SL0505* NAVD 88     -       274.195  (meters)     899.59   (feet)  ADJUSTED  
 SL0505  ___________________________________________________________________
 SL0505  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 SL0505  DYNAMIC HT  -         274.233 (meters)     899.71  (feet)  COMP
 SL0505  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 SL0505
 SL0505  VERT ORDER  -  SECOND    CLASS 0
 SL0505
 SL0505.The horizontal coordinates were scaled from a topographic map and have
 SL0505.an estimated accuracy of +/- 6 seconds.
 SL0505
 SL0505.The orthometric height was determined by differential leveling
 SL0505.and adjusted by the National Geodetic Survey in June 1991..
 SL0505
 SL0505.The geoid height was determined by GEOID03.
 SL0505
 SL0505.The dynamic height is computed by dividing the NAVD 88
 SL0505.geopotential number by the normal gravity value computed on the
 SL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0505.degrees latitude (g = 980.6199 gals.).
 SL0505
 SL0505.The modeled gravity was interpolated from observed gravity values.
 SL0505
 SL0505;                    North         East    Units  Estimated Accuracy
 SL0505;SPC ND N     -    45,820.      860,840.      MT  (+/- 180 meters Scaled)
 SL0505
 SL0505                          SUPERSEDED SURVEY CONTROL
 SL0505
 SL0505  NGVD 29 (??/??/92)  273.861  (m)          898.49   (f) ADJ UNCH    2 0
 SL0505
 SL0505.Superseded values are not recommended for survey control.
 SL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0505.See file dsdata.txt to determine how the superseded data were derived.
 SL0505
 SL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT475469(NAD 83)
 SL0505_MARKER: DZ = AZIMUTH MARK DISK
 SL0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0505_STAMPING: ALTON 1954
 SL0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0505+STABILITY: SURFACE MOTION
 SL0505
 SL0505  HISTORY     - Date     Condition        Report By
 SL0505  HISTORY     - 1954     MONUMENTED       CGS
 SL0505  HISTORY     - 1964     GOOD             NGS
 SL0505
 SL0505                          STATION DESCRIPTION
 SL0505
 SL0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0505'0.35 MI N FROM ALTON.
 SL0505'0.35 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY AND U.S. HIGHWAY 81
 SL0505'FROM THE GRAIN ELEVATOR AT ALTON, IN S 21, T 145 N, R 50 77 FEET EAST
 SL0505'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A BRACE POLE FOR A
 SL0505'TELEGRAPH LINE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 SL0505'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SL0505'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0504 ***********************************************************************
 SL0504  DESIGNATION -  ALTON RM 2
 SL0504  PID         -  SL0504
 SL0504  STATE/COUNTY-  ND/TRAILL
 SL0504  USGS QUAD   -  KELSO (1984)
 SL0504
 SL0504                         *CURRENT SURVEY CONTROL
 SL0504  ___________________________________________________________________
 SL0504* NAD 83(1986)-  47 22 01.     (N)    097 02 57.     (W)     SCALED    
 SL0504* NAVD 88     -       275.062  (meters)     902.43   (feet)  ADJUSTED  
 SL0504  ___________________________________________________________________
 SL0504  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 SL0504  DYNAMIC HT  -         275.100 (meters)     902.56  (feet)  COMP
 SL0504  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 SL0504
 SL0504  VERT ORDER  -  SECOND    CLASS 0
 SL0504
 SL0504.The horizontal coordinates were scaled from a topographic map and have
 SL0504.an estimated accuracy of +/- 6 seconds.
 SL0504
 SL0504.The orthometric height was determined by differential leveling
 SL0504.and adjusted by the National Geodetic Survey in June 1991..
 SL0504
 SL0504.The geoid height was determined by GEOID03.
 SL0504
 SL0504.The dynamic height is computed by dividing the NAVD 88
 SL0504.geopotential number by the normal gravity value computed on the
 SL0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0504.degrees latitude (g = 980.6199 gals.).
 SL0504
 SL0504.The modeled gravity was interpolated from observed gravity values.
 SL0504
 SL0504;                    North         East    Units  Estimated Accuracy
 SL0504;SPC ND N     -    46,640.      860,570.      MT  (+/- 180 meters Scaled)
 SL0504
 SL0504                          SUPERSEDED SURVEY CONTROL
 SL0504
 SL0504  NGVD 29 (??/??/92)  274.728  (m)          901.34   (f) ADJ UNCH    2 0
 SL0504
 SL0504.Superseded values are not recommended for survey control.
 SL0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0504.See file dsdata.txt to determine how the superseded data were derived.
 SL0504
 SL0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT472477(NAD 83)
 SL0504_MARKER: DR = REFERENCE MARK DISK
 SL0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0504_STAMPING: ALTON NO 2 1954
 SL0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0504+STABILITY: SURFACE MOTION
 SL0504
 SL0504  HISTORY     - Date     Condition        Report By
 SL0504  HISTORY     - 1954     MONUMENTED       CGS
 SL0504  HISTORY     - 1964     GOOD             NGS
 SL0504
 SL0504                          STATION DESCRIPTION
 SL0504
 SL0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0504'0.9 MI N FROM ALTON.
 SL0504'0.9 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY AND U.S. HIGHWAY 81
 SL0504'FROM THE GRAIN ELEVATOR AT ALTON, IN S 21, T 145 N, R 50 W, IN THE
 SL0504'CENTER OF AN OLD ROAD BED, 170 FEET EAST OF THE CENTER LINE OF THE
 SL0504'HIGHWAY, 160 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD,
 SL0504'85 FEET SOUTH OF A POWER POLE, 67 FEET SOUTHEAST OF THE STATION MARK,
 SL0504'ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE
 SL0504'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0503 ***********************************************************************
 SL0503  DESIGNATION -  ALTON RM 3
 SL0503  PID         -  SL0503
 SL0503  STATE/COUNTY-  ND/TRAILL
 SL0503  USGS QUAD   -  KELSO (1984)
 SL0503
 SL0503                         *CURRENT SURVEY CONTROL
 SL0503  ___________________________________________________________________
 SL0503* NAD 83(1986)-  47 22 01.     (N)    097 02 57.     (W)     SCALED    
 SL0503* NAVD 88     -       274.857  (meters)     901.76   (feet)  ADJUSTED  
 SL0503  ___________________________________________________________________
 SL0503  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 SL0503  DYNAMIC HT  -         274.895 (meters)     901.88  (feet)  COMP
 SL0503  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 SL0503
 SL0503  VERT ORDER  -  SECOND    CLASS 0
 SL0503
 SL0503.The horizontal coordinates were scaled from a topographic map and have
 SL0503.an estimated accuracy of +/- 6 seconds.
 SL0503
 SL0503.The orthometric height was determined by differential leveling
 SL0503.and adjusted by the National Geodetic Survey in June 1991..
 SL0503
 SL0503.The geoid height was determined by GEOID03.
 SL0503
 SL0503.The dynamic height is computed by dividing the NAVD 88
 SL0503.geopotential number by the normal gravity value computed on the
 SL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0503.degrees latitude (g = 980.6199 gals.).
 SL0503
 SL0503.The modeled gravity was interpolated from observed gravity values.
 SL0503
 SL0503;                    North         East    Units  Estimated Accuracy
 SL0503;SPC ND N     -    46,640.      860,570.      MT  (+/- 180 meters Scaled)
 SL0503
 SL0503                          SUPERSEDED SURVEY CONTROL
 SL0503
 SL0503  NGVD 29 (??/??/92)  274.523  (m)          900.66   (f) ADJ UNCH    2 0
 SL0503
 SL0503.Superseded values are not recommended for survey control.
 SL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0503.See file dsdata.txt to determine how the superseded data were derived.
 SL0503
 SL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT472477(NAD 83)
 SL0503_MARKER: DR = REFERENCE MARK DISK
 SL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0503_STAMPING: ALTON NO 3 1954
 SL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0503+STABILITY: SURFACE MOTION
 SL0503
 SL0503  HISTORY     - Date     Condition        Report By
 SL0503  HISTORY     - 1963     MONUMENTED       CGS
 SL0503  HISTORY     - 1964     GOOD             NGS
 SL0503
 SL0503                          STATION DESCRIPTION
 SL0503
 SL0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0503'0.9 MI N FROM ALTON.
 SL0503'0.9 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY AND U.S. HIGHWAY 81
 SL0503'FROM THE GRAIN ELEVATOR AT ALTON, IN S 21, T 145 N, R 50 W 155 FEET
 SL0503'EAST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTH OF THE CENTER
 SL0503'LINE OF AN EAST-WEST DIRT ROAD, 56 FEET NORTHEAST OF THE STATION MARK,
 SL0503'1 1/2 FEET EAST OF A POWER POLE, ABOUT LEVEL WITH THE EAST-WEST ROAD,
 SL0503'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1906 ***********************************************************************
 TG1906  DESIGNATION -  AMBROSE
 TG1906  PID         -  TG1906
 TG1906  STATE/COUNTY-  ND/DIVIDE
 TG1906  USGS QUAD   -  COLGAN EAST (1983)
 TG1906
 TG1906                         *CURRENT SURVEY CONTROL
 TG1906  ___________________________________________________________________
 TG1906* NAD 83(1996)-  48 54 47.82025(N)    103 30 56.23564(W)     ADJUSTED  
 TG1906* NAVD 88     -       698.5    (meters)    2292.     (feet)  VERTCON   
 TG1906  ___________________________________________________________________
 TG1906  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 TG1906  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TG1906
 TG1906  HORZ ORDER  -  FIRST
 TG1906
 TG1906.The horizontal coordinates were established by classical geodetic methods
 TG1906.and adjusted by the National Geodetic Survey in January 1998..
 TG1906
 TG1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1906
 TG1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1906
 TG1906.The geoid height was determined by GEOID03.
 TG1906
 TG1906;                    North         East     Units Scale Factor Converg.
 TG1906;SPC ND N     -   217,061.907   379,006.306   MT  1.00004067   -2 14 38.5
 TG1906;SPC ND N     -   712,145.36  1,243,459.01   iFT  1.00004067   -2 14 38.5
 TG1906;UTM  13      - 5,418,877.937   608,757.942   MT  0.99974531   +1 07 08.1
 TG1906
 TG1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1906!SPC ND N     -   0.99989349  x   1.00004067  =   0.99993416
 TG1906!UTM  13      -   0.99989349  x   0.99974531  =   0.99963883
 TG1906
 TG1906:                Primary Azimuth Mark                     Grid Az
 TG1906:SPC ND N     -  AMBROSE PRESB CHURCH STEEPLE             031 28 00.2
 TG1906:UTM  13      -  AMBROSE PRESB CHURCH STEEPLE             028 06 13.6
 TG1906
 TG1906|---------------------------------------------------------------------|
 TG1906| PID    Reference Object                     Distance      Geod. Az  |
 TG1906|                                                           dddmmss.s |
 TG1906| TG1844 AMBROSE PRESB CHURCH STEEPLE        APPROX. 5.1 KM 0291321.7 |
 TG1906| TG1908 AMBROSE PT A                        APPROX. 0.5 KM 1780826.1 |
 TG1906| TG1909 AMBROSE AZ MK                       APPROX. 0.5 KM 1790628.9 |
 TG1906| CQ6942 AMBROSE RM 1                         26.168 METERS 23604     |
 TG1906| CQ6943 AMBROSE RM 2                         23.718 METERS 28101     |
 TG1906| CQ6941 AMBROSE RM                          173.430 METERS 33030     |
 TG1906|---------------------------------------------------------------------|
 TG1906
 TG1906                          SUPERSEDED SURVEY CONTROL
 TG1906
 TG1906  NAD 83(1986)-  48 54 47.82285(N)    103 30 56.22511(W) AD(       ) 1
 TG1906  NAD 27      -  48 54 47.70300(N)    103 30 54.53100(W) AD(       ) 1
 TG1906  NGVD 29 (07/19/86)  698.0    (m)         2290.     (f) VERT ANG       
 TG1906
 TG1906.Superseded values are not recommended for survey control.
 TG1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1906.See file dsdata.txt to determine how the superseded data were derived.
 TG1906
 TG1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0875818878(NAD 83)
 TG1906_MARKER: DS = TRIANGULATION STATION DISK
 TG1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1906
 TG1906  HISTORY     - Date     Condition        Report By
 TG1906  HISTORY     - 1912     MONUMENTED       CGS
 TG1906  HISTORY     - 1935     GOOD             CGS
 TG1906  HISTORY     - 1976     GOOD             NGS
 TG1906
 TG1906                          STATION DESCRIPTION
 TG1906
 TG1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1906'IN SE 1/4 SEC. 27, T. 163 N., R. 99 W., FIFTH PRINCIPAL
 TG1906'MERIDIAN.  THE STATION IS ABOUT 175 METERS SOUTHEAST OF A
 TG1906'HOUSE.
 TG1906'
 TG1906'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY BRONZE-DISK
 TG1906'STATION MARK SET IN THE TOP OF A CONCRETE CYLINDER 7
 TG1906'INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A GALVANIZED-IRON
 TG1906'PIPE.  THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 TG1906'SUBSURFACE MARK, 33 INCHES BELOW THE SURFACE, IS A BRASS
 TG1906'BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES LONG SET IN A
 TG1906'BLOCK OF CONCRETE 6 INCHES SQUARE AND 4 INCHES THICK.  THE BOLT
 TG1906'PROJECTS A LITTLE ABOVE THE CONCRETE.  THE REFERENCE MARK IS A
 TG1906'STANDARD U.S. COAST AND GEODETIC SURVEY REFERENCE-MARK DISK
 TG1906'ABOUT 2 METERS FROM THE SOUTHEAST CORNER OF THE HOUSE,
 TG1906'173.43 METERS FROM THE STATION N 29 DEG 30 MIN W.
 TG1906
 TG1906                          STATION RECOVERY (1935)
 TG1906
 TG1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1906'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  SURFACE
 TG1906'MARK IS FLUSH WITH THE GROUND AND SURROUNDED BY A ROCK PILE,
 TG1906'IN A CULTIVATED FIELD.
 TG1906'
 TG1906'REFERENCE MARK HAS BEEN DESTROYED.  DISK WAS IN POSSESSION
 TG1906'OF THE FARMER LIVING ON THE PLACE.  A MEMBER OF HIS FAMILY FOUND
 TG1906'IT LYING IN THE YARD SHORTLY AFTER THEY MOVED THERE.
 TG1906
 TG1906                          STATION RECOVERY (1976)
 TG1906
 TG1906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TG1906'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE
 TG1906'MARKS AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 TG1906'
 TG1906'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TG1906'
 TG1906'THE STATION IS LOCATED ABOUT 10.5 MILES WEST OF CROSBY, 5.5 MILES
 TG1906'SOUTHEAST OF COLGAN, 3.5 MILES SOUTHWEST OF AMBROSE, 3.0 MILES SOUTH
 TG1906'OF THE BURLINGTON NORTHERN RAILROAD TRACKS AND IN THE SOUTHEAST
 TG1906'CORNER OF SECTION 27, T. 163 N, R. 99 W.  IT IS ON THE PROPERTY OF
 TG1906'MR. DOUG VASSEN WHOSE PHONE NUMBER IS 982-3216 IN CROSBY.
 TG1906'
 TG1906'TO REACH THE STATION FROM THE DIVIDE COUNTY COURT HOUSE IN CROSBY, GO
 TG1906'SOUTH ON MAIN STREET FOR 0.45 MILE TO FIFTH AVENUE SOUTHWEST.  TURN
 TG1906'RIGHT AND GO SOUTHWEST ON FITH AVENUE FOR 0.4 MILE TO THE JUNCTION
 TG1906'OF STATE HIGHWAY 5.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 5 FOR
 TG1906'8.20 MILES TO THE JUNCTION OF STATE HIGHWAY 42.  CONTINUE WEST ON
 TG1906'STATE HIGHWAY 5 FOR 1.35 MILES TO A SIDE ROAD RIGHT AND THE
 TG1906'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO NORTH ON A GRAVELED
 TG1906'ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.  IT IS ON THE HIGHEST
 TG1906'POINT OF A SMALL KNOLL IN A FIELD.
 TG1906'
 TG1906'STATION MARK IS A STANDARD DISK, NOT STAMPED, CEMENTED IN THE TOP OF
 TG1906'A 7 INCH STOVE PIPE PROJECTING 2 INCHES ABOVE GROUND.  IT IS 75 FEET
 TG1906'EAST OF A WIRE FENCE AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.
 TG1906'A STEEL ROD WAS DRIVEN NEXT TO THE STATION MARK.
 TG1906'
 TG1906'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AMBROSE NO 1 1912 1976,
 TG1906'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 TG1906'2 INCHES ABOVE GROUND.  IT IS ONE FOOT EAST OF A WIRE FENCE AND 0.9
 TG1906'FOOT EAST OF A METAL WITNESS POST.
 TG1906'
 TG1906'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AMBROSE NO 2 1912 1976,
 TG1906'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 TG1906'6 INCHES ABOVE GROUND.  IT IS 1.1 FEET WEST OF A WIRE FENCE AND 1.5
 TG1906'FEET WEST OF A METAL WITNESS POST.
 TG1906'
 TG1906'AZIMUTH MARK IS A STANDARD DISK STAMPED AMBROSE 1912 1976, SET IN TOP
 TG1906'OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3 INCHE ABOVE
 TG1906'GROUND.  IT IS 98 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 5, 3.1
 TG1906'FEET NORTHEAST OF A METAL WITNESS POST AND 2.4 FEET NORTH OF A WIRE
 TG1906'FENCE.  A STEEL ROD WAS PLACED IN THE AZIMUTH MARK WHEN SET.
 TG1906'
 TG1906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 TG1906'SOUTHWEST OF AMBROSE.
 TG1906'
 TG1906'HEIGHT OF LIGHT ABOVE STATION MARK 5.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1934 ***********************************************************************
 TG1934  DESIGNATION -  AMBROSE
 TG1934  PID         -  TG1934
 TG1934  STATE/COUNTY-  ND/DIVIDE
 TG1934  USGS QUAD   -  COLGAN EAST (1983)
 TG1934
 TG1934                         *CURRENT SURVEY CONTROL
 TG1934  ___________________________________________________________________
 TG1934* NAD 83(1996)-  48 58 45.52174(N)    103 30 07.45628(W)     ADJUSTED  
 TG1934* NAVD 88     -       627.     (meters)    2057.     (feet)  SCALED    
 TG1934  ___________________________________________________________________
 TG1934  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 TG1934  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1934
 TG1934  HORZ ORDER  -  THIRD
 TG1934
 TG1934.The horizontal coordinates were established by classical geodetic methods
 TG1934.and adjusted by the National Geodetic Survey in January 1998..
 TG1934
 TG1934.The orthometric height was scaled from a topographic map.
 TG1934
 TG1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1934
 TG1934.The geoid height was determined by GEOID03.
 TG1934
 TG1934;                    North         East     Units Scale Factor Converg.
 TG1934;SPC ND N     -   224,360.794   380,285.012   MT  1.00005810   -2 14 02.2
 TG1934;SPC ND N     -   736,091.84  1,247,654.24   iFT  1.00005810   -2 14 02.2
 TG1934;UTM  13      - 5,426,237.045   609,605.951   MT  0.99974758   +1 07 48.9
 TG1934
 TG1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1934!SPC ND N     -   0.99990471  x   1.00005810  =   0.99996280
 TG1934!UTM  13      -   0.99990471  x   0.99974758  =   0.99965231
 TG1934
 TG1934:                Primary Azimuth Mark                     Grid Az
 TG1934:SPC ND N     -  LEDGE                                    275 05 35.7
 TG1934:UTM  13      -  LEDGE                                    271 43 44.6
 TG1934
 TG1934|---------------------------------------------------------------------|
 TG1934| PID    Reference Object                     Distance      Geod. Az  |
 TG1934|                                                           dddmmss.s |
 TG1934| TG1974 LEDGE                               APPROX. 4.6 KM 2725133.5 |
 TG1934|---------------------------------------------------------------------|
 TG1934
 TG1934                          SUPERSEDED SURVEY CONTROL
 TG1934
 TG1934  NAD 83(1986)-  48 58 45.52457(N)    103 30 07.44634(W) AD(       ) 3
 TG1934
 TG1934.Superseded values are not recommended for survey control.
 TG1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1934.See file dsdata.txt to determine how the superseded data were derived.
 TG1934
 TG1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0960626237(NAD 83)
 TG1934_MARKER: DD = SURVEY DISK
 TG1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1934+STABILITY: SURFACE MOTION
 TG1934
 TG1934  HISTORY     - Date     Condition        Report By
 TG1934  HISTORY     - 1911     MONUMENTED       IBC
 TG1934
 TG1934                          STATION DESCRIPTION
 TG1934
 TG1934'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1934'ABOUT 1-1/2 MILES SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 600,
 TG1934'IN NW 1/4 SECTION 2, TOWNSHIP 163 N, RANGE 99 W, FIFTH PRINCIPAL
 TG1934'MERIDIAN.  THE STATION IS ON A SMALL RISE IN AN OPEN, GRASSY PRAIRIE.
 TG1934'
 TG1934'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TG1934'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1935 ***********************************************************************
 TG1935  DESIGNATION -  AMBROSE E BASE
 TG1935  PID         -  TG1935
 TG1935  STATE/COUNTY-  ND/DIVIDE
 TG1935  USGS QUAD   -  AMBROSE (1948)
 TG1935
 TG1935                         *CURRENT SURVEY CONTROL
 TG1935  ___________________________________________________________________
 TG1935* NAD 83(1996)-  48 57 28.22727(N)    103 27 48.65132(W)     ADJUSTED  
 TG1935* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 TG1935  ___________________________________________________________________
 TG1935  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 TG1935  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1935
 TG1935  HORZ ORDER  -  THIRD
 TG1935
 TG1935.The horizontal coordinates were established by classical geodetic methods
 TG1935.and adjusted by the National Geodetic Survey in January 1998..
 TG1935
 TG1935.The orthometric height was scaled from a topographic map.
 TG1935
 TG1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1935
 TG1935.The geoid height was determined by GEOID03.
 TG1935
 TG1935;                    North         East     Units Scale Factor Converg.
 TG1935;SPC ND N     -   221,865.376   383,013.623   MT  1.00005228   -2 12 18.9
 TG1935;SPC ND N     -   727,904.78  1,256,606.37   iFT  1.00005228   -2 12 18.9
 TG1935;UTM  13      - 5,423,906.758   612,475.426   MT  0.99975541   +1 09 32.3
 TG1935
 TG1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1935!SPC ND N     -   0.99990433  x   1.00005228  =   0.99995660
 TG1935!UTM  13      -   0.99990433  x   0.99975541  =   0.99965976
 TG1935
 TG1935:                Primary Azimuth Mark                     Grid Az
 TG1935:SPC ND N     -  AMBROSE WEST BASE                        267 05 51.0
 TG1935:UTM  13      -  AMBROSE WEST BASE                        263 43 59.8
 TG1935
 TG1935|---------------------------------------------------------------------|
 TG1935| PID    Reference Object                     Distance      Geod. Az  |
 TG1935|                                                           dddmmss.s |
 TG1935| TG2084 AMBROSE WEST BASE                   APPROX. 2.1 KM 2645332.1 |
 TG1935|---------------------------------------------------------------------|
 TG1935
 TG1935                          SUPERSEDED SURVEY CONTROL
 TG1935
 TG1935  NAD 83(1986)-  48 57 28.23024(N)    103 27 48.64154(W) AD(       ) 3
 TG1935
 TG1935.Superseded values are not recommended for survey control.
 TG1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1935.See file dsdata.txt to determine how the superseded data were derived.
 TG1935
 TG1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1247523907(NAD 83)
 TG1935_MARKER: DD = SURVEY DISK
 TG1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1935+STABILITY: SURFACE MOTION
 TG1935
 TG1935  HISTORY     - Date     Condition        Report By
 TG1935  HISTORY     - 1911     MONUMENTED       IBC
 TG1935
 TG1935                          STATION DESCRIPTION
 TG1935
 TG1935'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1935'ABOUT 3 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 602, IN SW
 TG1935'1/4 SECTION 7, TOWNSHIP 163 N, RANGE 98 W, FIFTH PRINCIPAL MERIDIAN,
 TG1935'ABOUT 100 METERS FROM THE WEST BOUNDARY OF THE SECTION.  THE STATION
 TG1935'IS ON THE MINNESOTA, ST PAUL AND SAULT STE MARIE RAILWAY, ABOUT 1-1/3
 TG1935'MILES EAST OF THE STATION---AMBROSE WEST BASE---AND 78 METERS EAST OF
 TG1935'THE 590 - MILE POST.  IT IS 10.634 METERS NORTH OF THE CENTER OF THE
 TG1935'SOUTH RAIL.
 TG1935'
 TG1935'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TG1935'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1905 ***********************************************************************
 TG1905  DESIGNATION -  AMBROSE SW BASE
 TG1905  PID         -  TG1905
 TG1905  STATE/COUNTY-  ND/DIVIDE
 TG1905  USGS QUAD   -  COLGAN EAST (1983)
 TG1905
 TG1905                         *CURRENT SURVEY CONTROL
 TG1905  ___________________________________________________________________
 TG1905* NAD 83(1996)-  48 57 06.73828(N)    103 37 03.57327(W)     ADJUSTED  
 TG1905* NAVD 88     -       651.42   (+/-2cm)    2137.2    (feet)  VERTCON   
 TG1905  ___________________________________________________________________
 TG1905  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 TG1905  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TG1905
 TG1905  HORZ ORDER  -  FIRST
 TG1905  VERT ORDER  -  THIRD ? (See Below)
 TG1905
 TG1905.The horizontal coordinates were established by classical geodetic methods
 TG1905.and adjusted by the National Geodetic Survey in January 1998..
 TG1905
 TG1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1905.The vertical order pertains to the NGVD 29 superseded value.
 TG1905
 TG1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1905
 TG1905.The geoid height was determined by GEOID03.
 TG1905
 TG1905;                    North         East     Units Scale Factor Converg.
 TG1905;SPC ND N     -   221,647.754   371,706.382   MT  1.00005069   -2 19 11.8
 TG1905;SPC ND N     -   727,190.79  1,219,509.13   iFT  1.00005069   -2 19 11.8
 TG1905;UTM  13      - 5,423,026.406   601,203.937   MT  0.99972582   +1 02 33.3
 TG1905
 TG1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1905!SPC ND N     -   0.99990087  x   1.00005069  =   0.99995155
 TG1905!UTM  13      -   0.99990087  x   0.99972582  =   0.99962671
 TG1905
 TG1905:                Primary Azimuth Mark                     Grid Az
 TG1905:SPC ND N     -  AMBROSE PRESB CHURCH STEEPLE             091 32 31.3
 TG1905:UTM  13      -  AMBROSE PRESB CHURCH STEEPLE             088 10 46.2
 TG1905
 TG1905|---------------------------------------------------------------------|
 TG1905| PID    Reference Object                     Distance      Geod. Az  |
 TG1905|                                                           dddmmss.s |
 TG1905| TG1844 AMBROSE PRESB CHURCH STEEPLE        APPROX. 9.9 KM 0891319.5 |
 TG1905| TG1907 BILBY                               APPROX. 6.7 KM 1301548.2 |
 TG1905| CQ6944 AMBROSE SW BASE RM                   79.580 METERS 30737     |
 TG1905|---------------------------------------------------------------------|
 TG1905
 TG1905                          SUPERSEDED SURVEY CONTROL
 TG1905
 TG1905  NAD 83(1986)-  48 57 06.74072(N)    103 37 03.56331(W) AD(       ) 1
 TG1905  NAD 27      -  48 57 06.62200(N)    103 37 01.85600(W) AD(       ) 1
 TG1905  NGVD 29 (07/19/86)  650.92   (m)         2135.6    (f) LEVELING    3  
 TG1905
 TG1905.Superseded values are not recommended for survey control.
 TG1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1905.See file dsdata.txt to determine how the superseded data were derived.
 TG1905
 TG1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0120423026(NAD 83)
 TG1905
 TG1905  HISTORY     - Date     Condition        Report By
 TG1905  HISTORY     - 1912     MONUMENTED       CGS
 TG1905  HISTORY     - 1924     GOOD             GSC
 TG1905  HISTORY     - 1935     GOOD             CGS
 TG1905
 TG1905                          STATION DESCRIPTION
 TG1905
 TG1905'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1905'ABOUT 3-1/3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT
 TG1905'596.  IN THE NORTHWEST CORNER OF SEC. 13, T. 163 N., R. 100 W.,
 TG1905'FIFTH PRINCIPAL MERIDIAN, ABOUT 60 METERS SOUTH OF AN EAST-AND-WEST
 TG1905'ROAD AND 70 METERS EAST OF A NORTH-AND-SOUTH ROAD.
 TG1905'
 TG1905'STATION MARK--A STANDARD U.S.C. AND G.S. CAP STATION MARK,
 TG1905'SCREWED TO THE TOP OF A 3-INCH IRON PIPE, WHICH IS EMBEDDED IN
 TG1905'A CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 30 INCHES LONG.
 TG1905'THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 TG1905'MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES
 TG1905'LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON TOP AND 4
 TG1905'INCHES THICK.  THE BOLT PROJECTS A LITTLE ABOVE THE CONCRETE
 TG1905'AND IS ABOUT 33 INCHES BELOW THE SURFACE OF THE GROUND.  A
 TG1905'STANDARD U.S.C. AND G.S. BRONZE-DISK REFERENCE MARK SET IN THE
 TG1905'TOP OF A CONCRETE CYLINDER 5-1/2 INCHES IN DIAMETER AND 30
 TG1905'INCHES LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED
 TG1905'FOR THE FORM, AND PROJECTING ABOUT 3 INCHES ABOVE THE GROUND,
 TG1905'IS CLOSE TO THE PROPERTY LINE AT THE SOUTHEAST CORNER OF THE
 TG1905'ROAD CROSSING AND IS 79.58 METERS FROM THE STATION
 TG1905'N 52 DEG 23 MIN W.
 TG1905
 TG1905                          STATION RECOVERY (1935)
 TG1905
 TG1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1905'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  MARK IS
 TG1905'ON TOP OF A RIDGE, ABOUT 150 YARDS NORTHEAST OF THE COLGAN
 TG1905'SCHOOLHOUSE.  SURFACE MARK PROJECTS 1 INCH ABOVE THE SURFACE
 TG1905'OF THE GROUND.
 TG1905'
 TG1905'REFERENCE MARK WAS FOUND IN THE DESCRIBED LOCATION, AND PROJECTS
 TG1905'4 INCHES ABOVE THE GROUND.  THE CYLINDER HAS BEEN MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2084 ***********************************************************************
 TG2084  DESIGNATION -  AMBROSE WEST BASE
 TG2084  PID         -  TG2084
 TG2084  STATE/COUNTY-  ND/DIVIDE
 TG2084  USGS QUAD   -  AMBROSE (1948)
 TG2084
 TG2084                         *CURRENT SURVEY CONTROL
 TG2084  ___________________________________________________________________
 TG2084* NAD 83(1996)-  48 57 22.03258(N)    103 29 33.66427(W)     ADJUSTED  
 TG2084* NAVD 88     -       628.03   (+/-2cm)    2060.5    (feet)  VERTCON   
 TG2084  ___________________________________________________________________
 TG2084  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 TG2084  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 TG2084
 TG2084  HORZ ORDER  -  THIRD
 TG2084  VERT ORDER  -  THIRD ? (See Below)
 TG2084
 TG2084.The horizontal coordinates were established by classical geodetic methods
 TG2084.and adjusted by the National Geodetic Survey in January 1998..
 TG2084
 TG2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG2084.The vertical order pertains to the NGVD 29 superseded value.
 TG2084
 TG2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2084
 TG2084.The geoid height was determined by GEOID03.
 TG2084
 TG2084;                    North         East     Units Scale Factor Converg.
 TG2084;SPC ND N     -   221,756.758   380,871.432   MT  1.00005182   -2 13 37.0
 TG2084;SPC ND N     -   727,548.42  1,249,578.19   iFT  1.00005182   -2 13 37.0
 TG2084;UTM  13      - 5,423,672.693   610,343.939   MT  0.99974958   +1 08 13.0
 TG2084
 TG2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2084!SPC ND N     -   0.99990454  x   1.00005182  =   0.99995636
 TG2084!UTM  13      -   0.99990454  x   0.99974958  =   0.99965415
 TG2084
 TG2084:                Primary Azimuth Mark                     Grid Az
 TG2084:SPC ND N     -  AMBROSE W BASE AZ MK 1                   314 48 54.7
 TG2084:UTM  13      -  AMBROSE W BASE AZ MK 1                   311 27 04.7
 TG2084
 TG2084|---------------------------------------------------------------------|
 TG2084| PID    Reference Object                     Distance      Geod. Az  |
 TG2084|                                                           dddmmss.s |
 TG2084| CR9745 AMBROSE W BASE AZ MK 1                             3123517.7 |
 TG2084|---------------------------------------------------------------------|
 TG2084
 TG2084                          SUPERSEDED SURVEY CONTROL
 TG2084
 TG2084  NAD 83(1986)-  48 57 22.03555(N)    103 29 33.65435(W) AD(       ) 3
 TG2084  NAD 27      -  48 57 21.91200(N)    103 29 31.96500(W) AD(       ) 3
 TG2084  NGVD 29 (07/19/86)  627.54   (m)         2058.9    (f) LEVELING    3  
 TG2084
 TG2084.Superseded values are not recommended for survey control.
 TG2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2084.See file dsdata.txt to determine how the superseded data were derived.
 TG2084
 TG2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1034423673(NAD 83)
 TG2084_MARKER: DD = SURVEY DISK
 TG2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG2084
 TG2084  HISTORY     - Date     Condition        Report By
 TG2084  HISTORY     - 1911     MONUMENTED       CGS
 TG2084
 TG2084                          STATION DESCRIPTION
 TG2084
 TG2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (CHS)
 TG2084'ABOUT 3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 601.  IN
 TG2084'SE 1/4 SEC. 11, T. 163N., R.99W., FIFTH PRINCIPAL MERIDIAN.
 TG2084'THE STATION IS ON THE MINNESOTA, ST. PAUL AND SAULT STE. MARIE
 TG2084'RAILWAY, ABOUT 550 METERS WEST OF AMBROSE RAILWAY STATION AND
 TG2084'10.634 METERS NORTH OF THE CENTER OF THE SOUTH RAIL.
 TG2084'
 TG2084'STATION MARK--A BRONZE DISK MARKED U.S. AND C.B. SURVEY SET IN A
 TG2084'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1311 ***********************************************************************
 SL1311  DESIGNATION -  AMENIA SEED AND GRAIN CO MAST
 SL1311  PID         -  SL1311
 SL1311  STATE/COUNTY-  ND/CASS
 SL1311  USGS QUAD   -  ARTHUR (1967)
 SL1311
 SL1311                         *CURRENT SURVEY CONTROL
 SL1311  ___________________________________________________________________
 SL1311* NAD 83(1996)-  47 00 13.34270(N)    097 13 06.98046(W)     ADJUSTED  
 SL1311* NAVD 88     -                                                        
 SL1311  ___________________________________________________________________
 SL1311  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 SL1311  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 SL1311
 SL1311  HORZ ORDER  -  THIRD
 SL1311
 SL1311.The horizontal coordinates were established by classical geodetic methods
 SL1311.and adjusted by the National Geodetic Survey in January 1998..
 SL1311
 SL1311
 SL1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1311
 SL1311.The geoid height was determined by GEOID03.
 SL1311
 SL1311;                    North         East     Units Scale Factor Converg.
 SL1311;SPC ND S     -   153,833.032   849,464.972   MT  0.99994019   +2 23 36.2
 SL1311;SPC ND S     -   504,701.55  2,786,958.57   iFT  0.99994019   +2 23 36.2
 SL1311;UTM  14      - 5,207,115.954   635,420.667   MT  0.99982539   +1 18 11.2
 SL1311
 SL1311                          SUPERSEDED SURVEY CONTROL
 SL1311
 SL1311  NAD 83(1986)-  47 00 13.34234(N)    097 13 06.97012(W) AD(       ) 4
 SL1311  NAD 27      -  47 00 13.43000(N)    097 13 05.68000(W) AD(       ) 3
 SL1311
 SL1311.Superseded values are not recommended for survey control.
 SL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1311.See file dsdata.txt to determine how the superseded data were derived.
 SL1311
 SL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3542107116(NAD 83)
 SL1311
 SL1311  HISTORY     - Date     Condition        Report By
 SL1311  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1311
 SL1311                          STATION DESCRIPTION
 SL1311
 SL1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1311'THE STATION IS THE LIGHT THAT IS MOUNTED ON A METAL MAST
 SL1311'ATOP THE CENTER OF THE LONE ELEVATOR IN THE TOWN OF AMENIA.
 SL1311'IT IS A CORRUGATED-METAL BUILDING APPROXIMATELY 120 FEET
 SL1311'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1276 ***********************************************************************
 SL1276  DESIGNATION -  AMERICUS
 SL1276  PID         -  SL1276
 SL1276  STATE/COUNTY-  ND/GRAND FORKS
 SL1276  USGS QUAD   -  REYNOLDS (1971)
 SL1276
 SL1276                         *CURRENT SURVEY CONTROL
 SL1276  ___________________________________________________________________
 SL1276* NAD 83(1996)-  47 44 41.11867(N)    097 01 26.21769(W)     ADJUSTED  
 SL1276* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 SL1276  ___________________________________________________________________
 SL1276  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 SL1276  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1276
 SL1276  HORZ ORDER  -  FIRST
 SL1276
 SL1276.The horizontal coordinates were established by classical geodetic methods
 SL1276.and adjusted by the National Geodetic Survey in January 1998..
 SL1276
 SL1276.The orthometric height was scaled from a topographic map.
 SL1276
 SL1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1276
 SL1276.The geoid height was determined by GEOID03.
 SL1276
 SL1276;                    North         East     Units Scale Factor Converg.
 SL1276;SPC ND N     -    88,685.032   860,577.774   MT  0.99995335   +2 35 11.9
 SL1276;SPC ND N     -   290,961.39  2,823,417.89   iFT  0.99995335   +2 35 11.9
 SL1276;SPC MN N     -   245,849.951   505,886.975   MT  0.99990406   -2 54 30.6
 SL1276;UTM  14      - 5,289,822.436   648,127.349   MT  0.99986963   +1 27 46.3
 SL1276
 SL1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1276!SPC ND N     -   0.99996308  x   0.99995335  =   0.99991643
 SL1276!SPC MN N     -   0.99996308  x   0.99990406  =   0.99986715
 SL1276!UTM  14      -   0.99996308  x   0.99986963  =   0.99983272
 SL1276
 SL1276|---------------------------------------------------------------------|
 SL1276| PID    Reference Object                     Distance      Geod. Az  |
 SL1276|                                                           dddmmss.s |
 SL1276| CO4188 AMERICUS RM 1                        35.729 METERS 00738     |
 SL1276| CO4187 AMERICUS AZ MK                                     0902319.6 |
 SL1276| CO5394 CHURCH SPIRE APPROX 4 MI                           1272025.1 |
 SL1276| SL1609 BELMONT                             APPROX.13.7 KM 1602755.7 |
 SL1276| SL1273 FARGO WINNIPEG AIRWAY BEACON 5      APPROX. 3.3 KM 1933905.2 |
 SL1276| SL1280 BUXTON FARMERS UNION ELEVATOR       APPROX.17.0 KM 1983903.4 |
 SL1276| SL1275 REYNOLDS CATHOLIC CHURCH SPIRE      APPROX.10.1 KM 2175942.6 |
 SL1276| SL1277 REYNOLDS FARMERS CO NO 1 ELEV       APPROX.10.2 KM 2185955.4 |
 SL1276| CO4189 AMERICUS RM 2                        26.719 METERS 25807     |
 SL1276| SL1271 THOMPSON FARMERS COOP ELEVATOR      APPROX. 7.3 KM 2970819.6 |
 SL1276| SL1261 GRAND FORKS U N DAK STACK           APPROX.19.7 KM 3493749.8 |
 SL1276|---------------------------------------------------------------------|
 SL1276
 SL1276                          SUPERSEDED SURVEY CONTROL
 SL1276
 SL1276  NAD 83(1986)-  47 44 41.11682(N)    097 01 26.21084(W) AD(       ) 1
 SL1276  NAD 27      -  47 44 41.20100(N)    097 01 24.91400(W) AD(       ) 1
 SL1276
 SL1276.Superseded values are not recommended for survey control.
 SL1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1276.See file dsdata.txt to determine how the superseded data were derived.
 SL1276
 SL1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4812789822(NAD 83)
 SL1276_MARKER: DS = TRIANGULATION STATION DISK
 SL1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1276
 SL1276  HISTORY     - Date     Condition        Report By
 SL1276  HISTORY     - 1941     MONUMENTED       CGS
 SL1276  HISTORY     - 1959     GOOD             CGS
 SL1276  HISTORY     - 20000815 POOR             NDHD
 SL1276
 SL1276                          STATION DESCRIPTION
 SL1276
 SL1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1276'STATION IS LOCATED ABOUT 6-1/2 MILES NNE OF REYNOLDS IN THE
 SL1276'SE CORNER OF SEC. 3, T. 149 N, R. 50 W, IN THE SE CORNER OF A
 SL1276'PASTURE AND ABOUT 200 YARDS S OF A FARMHOUSE.  IT IS IN THE NW
 SL1276'ANGLE OF A CROSSROADS INTERSECTION, 52 FEET N OF THE CENTER LINE
 SL1276'OF THE E-W ROAD, 50 FEET W OF THE CENTER LINE OF THE N-S ROAD,
 SL1276'25 FEET NW OF THE FENCE CORNER AND 17 FEET W OF A WHITE
 SL1276'REFERENCE POST SET IN THE N-S FENCE LINE.  IT IS STAMPED
 SL1276'AMERICUS 1941 AND IS 18 INCHES BENEATH THE SURFACE.
 SL1276'
 SL1276'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1276'BRONZE DISKS SET IN CONCRETE.
 SL1276'
 SL1276'REFERENCE MARK NO. 1 IS N BY E OF THE STATION AND 35 FEET W OF
 SL1276'THE CENTER LINE OF THE N-S ROAD.  IT IS STAMPED AMERICUS NO. 1
 SL1276'1941 AND PROJECTS ABOUT 8 INCHES.
 SL1276'
 SL1276'REFERENCE MARK NO. 2 IS W BY S OF THE STATION AND 33 FEET N OF
 SL1276'THE CENTER LINE OF THE E-W ROAD.  IT IS STAMPED AMERICUS NO. 2
 SL1276'1941 AND PROJECTS ABOUT 8 INCHES.
 SL1276'
 SL1276'THE AZIMUTH MARK IS 0.5 MILE E OF THE STATION, 37 FEET N OF THE
 SL1276'CENTER LINE OF THE E-W ROAD AND 4 FEET N OF A WHITE REFERENCE
 SL1276'POST.  IT IS STAMPED AMERICUS 1941 AND PROJECTS ABOUT 6 INCHES.
 SL1276'
 SL1276'TO REACH FROM REYNOLDS, GO E ON THE MAIN-TRAVELED GRAVEL ROAD
 SL1276'FOR 2.0 MILES AND CONTINUE E WHERE THIS ROAD CROSSES U.S. HIGHWAY
 SL1276'81, GO 2.1 MILES AND TURN LEFT, N, GO 5.0 MILES TO A CROSSROADS
 SL1276'AND THE STATION.
 SL1276'
 SL1276'A 90-FOOT SIGNAL AT BELMONT IS VISIBLE AT 37 FEET.
 SL1276'
 SL1276'A 90-FOOT SIGNAL AT FISHER IS VISIBLE AT 37 FEET.
 SL1276'
 SL1276'A 103-FOOT SIGNAL AT ROOME IS VISIBLE AT 64 FEET.
 SL1276'
 SL1276'A 77-FOOT SIGNAL AT WALLE IS VISIBLE AT 77 FEET.
 SL1276'
 SL1276'A 77-FOOT SIGNAL AT HUNTS IS VISIBLE AT 90 FEET.
 SL1276'
 SL1276'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 SL1276
 SL1276                          STATION RECOVERY (1959)
 SL1276
 SL1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SL1276'STATION AND REFERENCE MARK NO. 2 RECOVERED IN APPARENT GOOD
 SL1276'CONDITION.  STATION MARK MAY HAVE BEEN SHIFTED SLIGHTLY TO EAST AS
 SL1276'A WIDE, DEEP DITCH NOW EXISTS EAST OF THE STATION AND STATION
 SL1276'MARK IS FLUSH WITH SIDE OF DITCH BUT ABOUT 2 FEET LOWER THAN
 SL1276'LEVEL OF GROUND TO THE WEST.  AZIMUTH MARK HAS BEEN DESTROYED.
 SL1276'CONCRETE BLOCK WITH DISK WAS FOUND IN BOTTOM OF A DITCH.
 SL1276'REFERENCE MARK NO. 1 SEARCHED FOR BUT NOT RECOVERED.  MARK WAS
 SL1276'PROBABLY DESTROYED WHEN DITCH WAS CONSTRUCTED ALONG WEST SIDE
 SL1276'OF N/S ROAD.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 SL1276'FOLLOWING.  STATION MARK IS 8.9 FEET NORTHEAST OF A
 SL1276'TELEPHONE POLE.  REFERENCE MARK NO. 2 IS 1.5 FEET SOUTH OF A
 SL1276'POWER POLE.
 SL1276
 SL1276                          STATION RECOVERY (2000)
 SL1276
 SL1276'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL1276'STAMPED 'AMERICUS 1941'
 SL1276'STATION HAS BEEN DISTURBED AND SHIFTED TO THE EAST (SIGNIFICANTLY). ON
 SL1276'WEST BANK OF DEEP DITCH. 0.3 FT BELOW GROUND ON SLOPE, 2.0 FT BELOW
 SL1276'TOP OF BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1534 ***********************************************************************
 SN1534  DESIGNATION -  ANAMOOSE
 SN1534  PID         -  SN1534
 SN1534  STATE/COUNTY-  ND/MCHENRY
 SN1534  USGS QUAD   -  ANAMOOSE SW (1951)
 SN1534
 SN1534                         *CURRENT SURVEY CONTROL
 SN1534  ___________________________________________________________________
 SN1534* NAD 83(1996)-  47 52 00.45769(N)    100 13 56.27298(W)     ADJUSTED  
 SN1534* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 SN1534  ___________________________________________________________________
 SN1534  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 SN1534  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SN1534
 SN1534  HORZ ORDER  -  SECOND
 SN1534
 SN1534.The horizontal coordinates were established by classical geodetic methods
 SN1534.and adjusted by the National Geodetic Survey in January 1998..
 SN1534
 SN1534.The orthometric height was scaled from a topographic map.
 SN1534
 SN1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1534
 SN1534.The geoid height was determined by GEOID03.
 SN1534
 SN1534;                    North         East     Units Scale Factor Converg.
 SN1534;SPC ND N     -    96,405.239   620,027.544   MT  0.99994304   +0 11 57.1
 SN1534;SPC ND N     -   316,290.15  2,034,211.10   iFT  0.99994304   +0 11 57.1
 SN1534;UTM  14      - 5,302,230.099   407,840.420   MT  0.99970437   -0 54 50.1
 SN1534
 SN1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1534!SPC ND N     -   0.99992078  x   0.99994304  =   0.99986382
 SN1534!UTM  14      -   0.99992078  x   0.99970437  =   0.99962517
 SN1534
 SN1534:                Primary Azimuth Mark                     Grid Az
 SN1534:SPC ND N     -  ANAMOOSE AZ MK                           042 09 59.4
 SN1534:UTM  14      -  ANAMOOSE AZ MK                           043 16 46.6
 SN1534
 SN1534|---------------------------------------------------------------------|
 SN1534| PID    Reference Object                     Distance      Geod. Az  |
 SN1534|                                                           dddmmss.s |
 SN1534| CO4193 ANAMOOSE AZ MK                                     0422156.5 |
 SN1534| CO4194 ANAMOOSE RM 1                         7.644 METERS 08023     |
 SN1534| CO4195 ANAMOOSE RM 2                         5.766 METERS 18620     |
 SN1534| SN1554 DRAKE MUNICIPAL TANK                APPROX.12.2 KM 3021048.0 |
 SN1534| SN1555 DRAKE BELL TELEPHONE MICROWAVE      APPROX.12.1 KM 3031318.5 |
 SN1534| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX. 2.1 KM 3343002.9 |
 SN1534|---------------------------------------------------------------------|
 SN1534
 SN1534                          SUPERSEDED SURVEY CONTROL
 SN1534
 SN1534  NAD 83(1986)-  47 52 00.46134(N)    100 13 56.27219(W) AD(       ) 2
 SN1534  NAD 27      -  47 52 00.45960(N)    100 13 54.79220(W) AD(       ) 2
 SN1534
 SN1534.Superseded values are not recommended for survey control.
 SN1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1534.See file dsdata.txt to determine how the superseded data were derived.
 SN1534
 SN1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU0784002230(NAD 83)
 SN1534_MARKER: DS = TRIANGULATION STATION DISK
 SN1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1534
 SN1534  HISTORY     - Date     Condition        Report By
 SN1534  HISTORY     - 1962     MONUMENTED       CGS
 SN1534
 SN1534                          STATION DESCRIPTION
 SN1534
 SN1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1534'THE STATION IS LOCATED 1 MILE EAST AND 1 MILE SOUTH OF THE
 SN1534'TOWN OF ANAMOOSE, IN THE SW 1/4 OF SEC. 26, T151N, R75W, ON
 SN1534'THE HIGHEST POINT OF PASTURE.
 SN1534'
 SN1534'TO REACH FROM THE POST OFFICE IN ANAMOOSE, GO SOUTH ON MAIN
 SN1534'ST. FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 14 AND U.S.
 SN1534'HIGHWAY 52.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 52 FOR 0.9
 SN1534'MILE TO THE AZIMUTH MARK ON THE SOUTH RIGHT-OF-WAY OF U.S.
 SN1534'HIGHWAY 52.  CONTINUE EAST ON U.S. HIGHWAY 52 FOR 0.15 MILE
 SN1534'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH 0.15 MILE TO A DRIVEWAY
 SN1534'ON THE RIGHT.  TURN RIGHT AND GO WEST 0.15 MILE TO A GATE JUST
 SN1534'EAST OF THE BARN AND SILO.  PASS THROUGH THE GATE AND GO
 SN1534'SOUTH, SOUTHWEST ON THE WEST SIDE OF A FENCE FOR 0.3 MILE TO
 SN1534'THE FENCE CORNER IN THE SOUTHEAST CORNER OF THE PASTURE.
 SN1534'GO WEST 0.3 MILE TO AN OPENING IN THE NORTH-SOUTH FENCE.
 SN1534'PASS THROUGH THE OPENING AND PICK WAY NORTHWEST 0.15 MILE TO
 SN1534'THE HIGHEST PART OF PASTURE AND THE STATION.
 SN1534'
 SN1534'THE STATION MARK IS A STANDARD DISK STAMPED ANAMOOSE 1962 AND
 SN1534'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1534'IS FLUSH WITH THE GROUND.  IT IS 3.8 FEET EAST OF THE WITNESS
 SN1534'POST.
 SN1534'
 SN1534'REFERENCE MARK NO. 1, STAMPED ANAMOOSE NO 1 1962, IS A STANDARD
 SN1534'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1534'THAT IS FLUSH WITH THE GROUND.  IT IS 29 FEET EAST OF THE
 SN1534'WITNESS POST.
 SN1534'
 SN1534'REFERENCE MARK NO. 2, STAMPED ANAMOOSE NO 2 1962, IS A STANDARD
 SN1534'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1534'WHICH IS FLUSH WITH THE GROUND AND IS 20.5 FEET SOUTH OF THE
 SN1534'WITNESS POST.
 SN1534'
 SN1534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANAMOOSE 1962 AND
 SN1534'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN1534'PROJECTS 3 INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF U.S.
 SN1534'HIGHWAY 52, 3 FEET WEST OF A POWER POLE AND 2 FEET EAST OF
 SN1534'THE WITNESS POST.
 SN1534'
 SN1534'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 35.25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1535 ***********************************************************************
 SN1535  DESIGNATION -  ANAMOOSE MUNICIPAL TANK
 SN1535  PID         -  SN1535
 SN1535  STATE/COUNTY-  ND/MCHENRY
 SN1535  USGS QUAD   -  ANAMOOSE (1958)
 SN1535
 SN1535                         *CURRENT SURVEY CONTROL
 SN1535  ___________________________________________________________________
 SN1535* NAD 83(1996)-  47 53 02.83139(N)    100 14 40.50116(W)     ADJUSTED  
 SN1535* NAVD 88     -                                                        
 SN1535  ___________________________________________________________________
 SN1535  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 SN1535  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 SN1535
 SN1535  HORZ ORDER  -  THIRD
 SN1535
 SN1535.The horizontal coordinates were established by classical geodetic methods
 SN1535.and adjusted by the National Geodetic Survey in January 1998..
 SN1535
 SN1535
 SN1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1535
 SN1535.The geoid height was determined by GEOID03.
 SN1535
 SN1535;                    North         East     Units Scale Factor Converg.
 SN1535;SPC ND N     -    98,328.440   619,102.037   MT  0.99994194   +0 11 24.2
 SN1535;SPC ND N     -   322,599.87  2,031,174.66   iFT  0.99994194   +0 11 24.2
 SN1535;UTM  14      - 5,304,170.458   406,952.662   MT  0.99970639   -0 55 23.8
 SN1535
 SN1535                          SUPERSEDED SURVEY CONTROL
 SN1535
 SN1535  NAD 83(1986)-  47 53 02.83501(N)    100 14 40.50008(W) AD(       ) 4
 SN1535  NAD 27      -  47 53 02.82800(N)    100 14 39.01400(W) AD(       ) 3
 SN1535
 SN1535.Superseded values are not recommended for survey control.
 SN1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1535.See file dsdata.txt to determine how the superseded data were derived.
 SN1535
 SN1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU0695304170(NAD 83)
 SN1535_MARKER: 53 = ELEVATED TANK
 SN1535
 SN1535  HISTORY     - Date     Condition        Report By
 SN1535  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1535  HISTORY     - 1946     GOOD             CGS
 SN1535  HISTORY     - 1962     GOOD             CGS
 SN1535
 SN1535                          STATION DESCRIPTION
 SN1535
 SN1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1535'THIS INTERSECTION STATION IS LOCATED AT THE NW PART OF THE
 SN1535'TOWN OF ANAMOOSE, 100 YARDS N OF U.S. HIGHWAY 52.  IT IS OF
 SN1535'ALL STEEL CONSTRUCTION, PAINTED BLACK, WITH A CONICAL ROOF
 SN1535'PAINTED SILVER.  THE TANK IS ABOUT 100 FEET HIGH AND WAS BUILT
 SN1535'IN 1917.
 SN1535'
 SN1535'THE POINT LOCATED WAS THE CENTER OF THE CONICAL ROOF.
 SN1535
 SN1535                          STATION RECOVERY (1946)
 SN1535
 SN1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1535'THE STATION IS LOCATED IN THE NORTHWESTERN PART OF THE TOWN OF
 SN1535'ANAMOOSE ABOUT 200 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 SN1535'52 AND STATE HIGHWAY 14.
 SN1535'
 SN1535'THE TANK IS OF STEEL CONSTRUCTION, 100 FEET HIGH AND PAINTED
 SN1535'SILVER.
 SN1535'
 SN1535'THE POINT INTERSECTED WAS THE TOP OF THE TANK.
 SN1535'
 SN1535'TO REACH THE STATION FROM THE POST OFFICE ON THE WEST SIDE OF
 SN1535'MAIN STREET IN THE TOWN OF ANAMOOSE, GO NORTH ABOUT 100 FEET.
 SN1535'TURN LEFT AND GO WEST ON U.S. HIGHWAY 52 AND STATE HIGHWAY 14
 SN1535'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 SN1535
 SN1535                          STATION RECOVERY (1962)
 SN1535
 SN1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1535'THE STATION WAS RECOVERED AS DESCRIBED IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1536 ***********************************************************************
 SN1536  DESIGNATION -  ANAMOOSE ST FRAN XAVIER CH
 SN1536  PID         -  SN1536
 SN1536  STATE/COUNTY-  ND/MCHENRY
 SN1536  USGS QUAD   -  ANAMOOSE (1958)
 SN1536
 SN1536                         *CURRENT SURVEY CONTROL
 SN1536  ___________________________________________________________________
 SN1536* NAD 83(1996)-  47 53 15.23816(N)    100 14 29.56043(W)     ADJUSTED  
 SN1536* NAVD 88     -                                                        
 SN1536  ___________________________________________________________________
 SN1536  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 SN1536  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 SN1536
 SN1536  HORZ ORDER  -  THIRD
 SN1536
 SN1536.The horizontal coordinates were established by classical geodetic methods
 SN1536.and adjusted by the National Geodetic Survey in January 1998..
 SN1536
 SN1536
 SN1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1536
 SN1536.The geoid height was determined by GEOID03.
 SN1536
 SN1536;                    North         East     Units Scale Factor Converg.
 SN1536;SPC ND N     -    98,712.364   619,328.037   MT  0.99994174   +0 11 32.4
 SN1536;SPC ND N     -   323,859.46  2,031,916.13   iFT  0.99994174   +0 11 32.4
 SN1536;UTM  14      - 5,304,549.829   407,186.025   MT  0.99970585   -0 55 15.9
 SN1536
 SN1536                          SUPERSEDED SURVEY CONTROL
 SN1536
 SN1536  NAD 83(1986)-  47 53 15.24185(N)    100 14 29.55959(W) AD(       ) 4
 SN1536  NAD 27      -  47 53 15.23300(N)    100 14 28.07300(W) AD(       ) 3
 SN1536
 SN1536.Superseded values are not recommended for survey control.
 SN1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1536.See file dsdata.txt to determine how the superseded data were derived.
 SN1536
 SN1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU0718604550(NAD 83)
 SN1536_MARKER: 91 = CHURCH CROSS
 SN1536
 SN1536  HISTORY     - Date     Condition        Report By
 SN1536  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1536  HISTORY     - 1962     GOOD             CGS
 SN1536
 SN1536                          STATION DESCRIPTION
 SN1536
 SN1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1536'THE STATION IS LOCATED ON THE NORTHERN EDGE OF THE TOWN OF
 SN1536'ANAMOOSE ON THE WEST SIDE OF A GRAVEL ROAD.
 SN1536'
 SN1536'THE BUILDING IS OF WOODEN CONSTRUCTION, 50 FEET LONG, 35 FEET
 SN1536'WIDE AND PAINTED WHITE.  THE BLACK STEEPLE IS 40 FEET HIGH WITH
 SN1536'A CROSS ON THE TOP.
 SN1536'
 SN1536'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 SN1536'
 SN1536'TO REACH THE STATION FROM THE POST OFFICE ON THE WEST SIDE OF
 SN1536'MAIN STREET IN THE TOWN OF ANAMOOSE, GO NORTH 0.1 MILE TO
 SN1536'RAILROAD TRACKS.  CROSS RAILROAD TRACKS AND CONTINUE NORTH
 SN1536'ON GRAVEL ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 SN1536
 SN1536                          STATION RECOVERY (1962)
 SN1536
 SN1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1536'THE STATION WAS RECOVERED AS DESCRIBED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0731 ***********************************************************************
 RQ0731  DESIGNATION -  ANDERST RESET
 RQ0731  PID         -  RQ0731
 RQ0731  STATE/COUNTY-  ND/MCINTOSH
 RQ0731  USGS QUAD   -  COLDWATER LAKE (1982)
 RQ0731
 RQ0731                         *CURRENT SURVEY CONTROL
 RQ0731  ___________________________________________________________________
 RQ0731* NAD 83(1996)-  46 06 51.45366(N)    099 04 47.71321(W)     ADJUSTED  
 RQ0731* NAVD 88     -       694.6    (meters)    2279.     (feet)  VERTCON   
 RQ0731  ___________________________________________________________________
 RQ0731  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 RQ0731  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 RQ0731
 RQ0731  HORZ ORDER  -  FIRST
 RQ0731
 RQ0731.The horizontal coordinates were established by classical geodetic methods
 RQ0731.and adjusted by the National Geodetic Survey in January 1998..
 RQ0731
 RQ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0731
 RQ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0731
 RQ0731.The geoid height was determined by GEOID03.
 RQ0731
 RQ0731;                    North         East     Units Scale Factor Converg.
 RQ0731;SPC ND S     -    50,749.145   709,772.930   MT  1.00001429   +1 02 08.8
 RQ0731;SPC ND S     -   166,499.82  2,328,651.35   iFT  1.00001429   +1 02 08.8
 RQ0731;UTM  14      - 5,106,749.425   493,824.338   MT  0.99960047   -0 03 27.4
 RQ0731
 RQ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0731!SPC ND S     -   0.99989479  x   1.00001429  =   0.99990908
 RQ0731!UTM  14      -   0.99989479  x   0.99960047  =   0.99949530
 RQ0731
 RQ0731:                Primary Azimuth Mark                     Grid Az
 RQ0731:SPC ND S     -  ANDERST AZ MK                            110 04 54.5
 RQ0731:UTM  14      -  ANDERST AZ MK                            111 10 30.7
 RQ0731
 RQ0731|---------------------------------------------------------------------|
 RQ0731| PID    Reference Object                     Distance      Geod. Az  |
 RQ0731|                                                           dddmmss.s |
 RQ0731| CO4199 ANDERST AZ MK                                      1110703.3 |
 RQ0731| CO4200 ANDERST RM 1                         15.086 METERS 13914     |
 RQ0731| CO4201 ANDERST RM 2                         19.102 METERS 22944     |
 RQ0731|---------------------------------------------------------------------|
 RQ0731
 RQ0731                          SUPERSEDED SURVEY CONTROL
 RQ0731
 RQ0731  NAD 83(1986)-  46 06 51.45952(N)    099 04 47.70469(W) AD(       ) 1
 RQ0731  NAD 27      -  46 06 51.56600(N)    099 04 46.31100(W) AD(       ) 1
 RQ0731  NGVD 29 (07/19/86)  694.2    (m)         2278.     (f) VERT ANG       
 RQ0731
 RQ0731.Superseded values are not recommended for survey control.
 RQ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0731.See file dsdata.txt to determine how the superseded data were derived.
 RQ0731
 RQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS9382406749(NAD 83)
 RQ0731_MARKER: DS = TRIANGULATION STATION DISK
 RQ0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0731
 RQ0731  HISTORY     - Date     Condition        Report By
 RQ0731  HISTORY     - 1979     MONUMENTED       NGS
 RQ0731
 RQ0731                          STATION DESCRIPTION
 RQ0731
 RQ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RQ0731'STATION SURFACE MARK FOUND DESTROYED, UNDERGROUND MARK, RM 1, RM 2
 RQ0731'AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  A NEW SURFACE MARK
 RQ0731'WAS SET.
 RQ0731'
 RQ0731'STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF ASHLEY, ON A PROMINENT
 RQ0731'RIDGE ON PROPERTY OF MR MAX WISHECK, WHO LIVES SEVERAL MILES NORTH.
 RQ0731'
 RQ0731'TO REACH THE STATION FROM ASHLEY, GO EAST ON STATE HIGHWAY 11 FOR
 RQ0731'14.5 MILES TO CROSSROAD AND SOME OLD BUILDINGS ON RIGHT, TURN LEFT GO
 RQ0731'NORTH ON GRAVEL ROAD FOR 5 MILES TO CROSSROAD, TURN LEFT, GO WEST ON
 RQ0731'GRAVEL ROAD FOR 1.0 MILE TO CROSSROAD AND CEMETERY IN NORTHWEST
 RQ0731'ANGLE, TURN RIGHT, GO NORTH ON GRAVEL ROAD FOR 1 MILE TO TOP OF HILL
 RQ0731'AND SECTION LINE, TURN RIGHT, GO EAST ALONG NORTH SIDE OF FENCE FOR
 RQ0731'0.4 MILE, TURN LEFT, GO NORTH ABOUT 0.5 MILE TO ROCKY AREA, AT EDGE
 RQ0731'OF FIELD AND STATION IN CULTIVATED FIELD.
 RQ0731'
 RQ0731'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 RQ0731'---ANDERST 1952 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RQ0731'30 CM (12 INCHES) IN DIAMETER RECESSED 36 CM (14 INCHES) BELOW THE
 RQ0731'GROUND LOCATED 19.02 METERS (62.4 FEET) NE FROM WITNESS POST, 4.45
 RQ0731'METERS (14.6 FEET) N FROM WITNESS POST, AND 3.51 METERS (11.5 FEET) N
 RQ0731'FROM EDGE OF CULTIVATED FIELD.
 RQ0731'
 RQ0731'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RQ0731'STAMPED---ANDERST 1952---SET INTO AN IRREGULAR MASS OF CONCRETE
 RQ0731'1.28 METERS (4.2 FEET) BELOW THE SURFACE.
 RQ0731'
 RQ0731'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RQ0731'STAMPED---ANDERST NO 1 1934---SET INTO THE TOP OF A SQUARE CONCRETE
 RQ0731'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM (3 INCHES) ABOVE
 RQ0731'THE GROUND LOCATED 24.4 METERS (80 FEET) E FROM WITNESS POST, 11.9
 RQ0731'METERS (39 FEET) SE FROM WITNESS POST, 6.7 METERS (22 FEET) S FROM
 RQ0731'EDGE OF CULTIVATED FIELD.
 RQ0731'
 RQ0731'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RQ0731'STAMPED---ANDERST NO 2 1934---SET INTO THE TOP OF A SQUARE CONCRETE
 RQ0731'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2 INCHES) ABOVE
 RQ0731'THE GROUND LOCATED 16.61 METERS (54.5 FEET) SW FROM WITNESS POST,
 RQ0731'7.77 METERS (25.5 FEET) S FROM EDGE OF CULTIVATED FIELD, 0.30 METER
 RQ0731'(1.0 FOOT) S FROM WITNESS POST.
 RQ0731'
 RQ0731'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RQ0731'SET INTO THE TOP OF A SQUARE CONCRETE
 RQ0731'MONUMENT PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND LOCATED 4.6
 RQ0731'METERS (15 FEET) N FROM AN OLD THRESHING MACHINE.
 RQ0731'
 RQ0731'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FENCE, PASS
 RQ0731'THROUGH GATE GO SOUTHEAST ABOUT 0.5 MILE TO MARK ON SMALL HILL WITH A
 RQ0731'THRESHING MACHINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1572 ***********************************************************************
 TE1572  DESIGNATION -  ANDY
 TE1572  PID         -  TE1572
 TE1572  STATE/COUNTY-  ND/RAMSEY
 TE1572  USGS QUAD   -  DEVILS LAKE (1994)
 TE1572
 TE1572                         *CURRENT SURVEY CONTROL
 TE1572  ___________________________________________________________________
 TE1572* NAD 83(1996)-  48 03 40.97373(N)    098 45 57.34887(W)     ADJUSTED  
 TE1572* NAVD 88     -       457.781  (meters)    1501.90   (feet)  ADJUSTED  
 TE1572  ___________________________________________________________________
 TE1572  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 TE1572  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 TE1572  DYNAMIC HT  -         457.858 (meters)    1502.16  (feet)  COMP
 TE1572  MODELED GRAV-     980,766.6   (mgal)                       NAVD 88
 TE1572
 TE1572  HORZ ORDER  -  FIRST
 TE1572  VERT ORDER  -  FIRST     CLASS II
 TE1572
 TE1572.The horizontal coordinates were established by classical geodetic methods
 TE1572.and adjusted by the National Geodetic Survey in January 1998..
 TE1572
 TE1572.The orthometric height was determined by differential leveling
 TE1572.and adjusted by the National Geodetic Survey in June 1991..
 TE1572
 TE1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1572
 TE1572.The geoid height was determined by GEOID03.
 TE1572
 TE1572.The dynamic height is computed by dividing the NAVD 88
 TE1572.geopotential number by the normal gravity value computed on the
 TE1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1572.degrees latitude (g = 980.6199 gals.).
 TE1572
 TE1572.The modeled gravity was interpolated from observed gravity values.
 TE1572
 TE1572;                    North         East     Units Scale Factor Converg.
 TE1572;SPC ND N     -   119,460.547   729,232.782   MT  0.99993592   +1 17 25.4
 TE1572;SPC ND N     -   391,930.93  2,392,496.00   iFT  0.99993592   +1 17 25.4
 TE1572;UTM  14      - 5,323,149.069   517,439.824   MT  0.99960374   +0 10 26.8
 TE1572
 TE1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1572!SPC ND N     -   0.99993201  x   0.99993592  =   0.99986794
 TE1572!UTM  14      -   0.99993201  x   0.99960374  =   0.99953578
 TE1572
 TE1572|---------------------------------------------------------------------|
 TE1572| PID    Reference Object                     Distance      Geod. Az  |
 TE1572|                                                           dddmmss.s |
 TE1572| TE1573 ANDY RM 1                            56.687 METERS 02950     |
 TE1572| TE1571 ANDY RM 2                            66.169 METERS 12052     |
 TE1572| TE2314 ANDY AZ MK                                         1682702.0 |
 TE1572| CO7272 ANDY AZ MK 2                                       1932706.5 |
 TE1572| TE1982 LUTHERAN SCANDINAVIAN LUTH CH       APPROX.24.4 KM 2911006.9 |
 TE1572| TE1791 DEVILS LAKE MUN AIRPORT BCN         APPROX.11.6 KM 2965811.0 |
 TE1572| TE1779 DEVILS LAKE POST OFFICE FLAG        APPROX. 8.9 KM 3090109.8 |
 TE1572| TE1781 DEVILS LAKE ST JOSEPH CATH CH       APPROX. 8.8 KM 3092916.6 |
 TE1572| TE1782 DEVILS LAKE ST OLAF LUTH CH         APPROX. 9.0 KM 3104747.5 |
 TE1572| TE1787 DEVILS LAKE ST DEAF SCH STACK       APPROX.10.2 KM 3124332.0 |
 TE1572| TE1784 DEVILS LAKE KDLR RAD MAST           APPROX. 8.2 KM 3131616.5 |
 TE1572| TE1783 DEVILS LAKE ST MARYS ACAD DOME      APPROX. 8.6 KM 3142758.5 |
 TE1572| TE1785 DEVILS LAKE NW BELL TEL MICRO       APPROX. 7.6 KM 3342839.2 |
 TE1572| TE1778 DEVILS LAKE K AND K CABLE TV        APPROX. 6.8 KM 3460730.6 |
 TE1572|---------------------------------------------------------------------|
 TE1572
 TE1572                          SUPERSEDED SURVEY CONTROL
 TE1572
 TE1572  NAD 83(1986)-  48 03 40.97322(N)    098 45 57.34743(W) AD(       ) 1
 TE1572  NAD 27      -  48 03 40.96800(N)    098 45 55.94000(W) AD(       ) 1
 TE1572  NGVD 29 (07/19/86)  457.46   (m)         1500.8    (f) LEVELING    3  
 TE1572
 TE1572.Superseded values are not recommended for survey control.
 TE1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1572.See file dsdata.txt to determine how the superseded data were derived.
 TE1572
 TE1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1744023149(NAD 83)
 TE1572_MARKER: DS = TRIANGULATION STATION DISK
 TE1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1572_SP_SET: CONCRETE POST
 TE1572_STAMPING: ANDY 1934
 TE1572_MARK LOGO: CGS   
 TE1572_PROJECTION: FLUSH
 TE1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1572+STABILITY: SURFACE MOTION
 TE1572
 TE1572  HISTORY     - Date     Condition        Report By
 TE1572  HISTORY     - 1934     MONUMENTED       CGS
 TE1572  HISTORY     - 1955     GOOD             NDHD
 TE1572  HISTORY     - 1960     GOOD             CGS
 TE1572  HISTORY     - 1967     GOOD             CGS
 TE1572  HISTORY     - 1982     GOOD             NGS
 TE1572  HISTORY     - 1989     GOOD             USPSQD
 TE1572  HISTORY     - 19950317 GOOD             LOCENG
 TE1572
 TE1572                          STATION DESCRIPTION
 TE1572
 TE1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1572'STATION IS LOCATED ABOUT 5-3/4 MILES SE OF DEVILS LAKE, 6 MILES
 TE1572'W BY S OF CRARY, IN THE NW 1/4 OF SEC. 21, T 153 N, R 63 W,
 TE1572'IN SOUTH MINNEWAUKAN TOWNSHIP, ON LAND OWNED BY ANDREW ANDERSON.
 TE1572'IT IS 62 FEET E OF N-S FENCE LINE.
 TE1572'
 TE1572'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1572'BRONZE DISKS SET IN CONCRETE.
 TE1572'
 TE1572'REFERENCE MARKS WERE NOT MEASURED IN METERS.  GROUND VERY ROUGH
 TE1572'AND UNEVEN.
 TE1572'
 TE1572'REFERENCE MARK NO. 1 IS NE OF THE STATION, 2.2 FEET N OF E-W
 TE1572'FENCE LINE.
 TE1572'
 TE1572'REFERENCE MARK NO. 2 IS SE OF THE STATION.
 TE1572'
 TE1572'AZIMUTH MARK IS S OF THE STATION AND CAN BE REACHED FROM STATION
 TE1572'BY GOING SE 0.2 MILE, THENCE S 0.5 MILE ON GRAVEL ROAD, THENCE
 TE1572'LEFT (E) ON PAVEMENT 0.25 MILE TO MARK ON LEFT.  MARK IS 26
 TE1572'FEET N OF CENTER LINE OF E-W ROAD, IN INTERSECTION OF E-W AND
 TE1572'N-S FENCES.
 TE1572'
 TE1572'STATION IS REACHED FROM DEVILS LAKE BY GOING E FROM RAILROAD
 TE1572'STATION ON U.S. HIGHWAY 2 FOR 6.2 MILES TO CROSSROADS, THENCE
 TE1572'N ON GRAVEL ROAD AT MAIL BOX MARKED LEWIS ANDERSON.  GO N 0.5
 TE1572'MILE, THENCE 0.2 MILE NE TO STATION, WHICH IS ON THE HIGHEST
 TE1572'POINT OF A BARREN RIDGE.
 TE1572'
 TE1572'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 TE1572
 TE1572                          STATION RECOVERY (1955)
 TE1572
 TE1572'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1955
 TE1572'THE AZIMUTH MARK WAS LOWERED 0.92 FT. IN PLACE TO PERMIT ROAD
 TE1572'CONSTRUCTION.
 TE1572
 TE1572                          STATION RECOVERY (1960)
 TE1572
 TE1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 TE1572'THE STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 TE1572'THE AZIMUTH MARK COULD NOT BE FOUND.  IT IS BELIEVED THAT THE
 TE1572'AZIMUTH MARK WAS DESTROYED WHEN THEY WIDENED THE ROAD.  A NEW
 TE1572'TO REACH IS AS FOLLOWS--
 TE1572'
 TE1572'TO REACH FROM THE JUNCTION OF U.S. ROUTE 2 AND STATE ROUTE 20
 TE1572'SOUTH OF DEVILS LAKE, GO EAST ON ROUTE 2 FOR 5.5 MILES TO SIDE
 TE1572'ROAD LEFT AND MAIL BOX MARKED LEWIS ANDERSON.  TURN LEFT AND GO
 TE1572'NORTH ON GRAVEL ROAD FOR 0.6 MILE TO THE STATION ON THE HIGHEST
 TE1572'POINT OF A SMALL RIDGE ON THE RIGHT.
 TE1572
 TE1572                          STATION RECOVERY (1967)
 TE1572
 TE1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1572'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 TE1572'AZIMUTH MARK WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 TE1572'A DIFFERENCE IN DISTANCE WAS NOTED TO REFERENCE MARK 2.  THE
 TE1572'ROUTING TO THE STATION IS OBSOLETE.  A COMPLETE NEW DESCRIPTION
 TE1572'FOLLOWS.
 TE1572'
 TE1572'THE STATION IS ABOUT 6 MILES SOUTH OF DEVILS LAKE, 5-3/4 MILES
 TE1572'WEST OF CRARY, 1/2 MILE NORTH OF U.S. HIGHWAY 2, ON THE SUMMIT
 TE1572'OF A LOW HILL, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 TE1572'VICINITY AND ON LAND OWNED BY MELVIN ANDERSON.
 TE1572'
 TE1572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE1572'STATE HIGHWAYS 20-57 IN THE SOUTH EDGE OF DEVILS LAKE, GO
 TE1572'SOUTHEAST ON U.S. HIGHWAY 2 FOR 5.5 MILES TO A DRIVE WAY ON
 TE1572'THE RIGHT LEADING TO MELVIN ANDERSONS FARM HOUSE AND A MAIL BOX
 TE1572'ON THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY 2 FOR 0.2 MILE
 TE1572'TO A CROSSROADS.  TURN LEFT AND GO NORTH ON A NARROW GRAVELED
 TE1572'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 TE1572'NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO A TRACK ROAD ON
 TE1572'THE RIGHT.  TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.05
 TE1572'MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 TE1572'NORTH AND EAST, THEN NORTH ON THE DIM TRACK ROAD FOR 0.3
 TE1572'MILE TO THE STATION.
 TE1572'
 TE1572'THE STATION MARK IS A STANDARD DISK, STAMPED ANDY 1934, SET IN
 TE1572'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1572'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 3.2 FEET SOUTH OF A
 TE1572'WITNESS POST.
 TE1572'
 TE1572'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANDY NO 1 1934,
 TE1572'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1572'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 4 FEET
 TE1572'LOWER IN ELEVATION THAN THE STATION.
 TE1572'
 TE1572'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANDY NO 2 1934, SET
 TE1572'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMTER, THAT
 TE1572'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 4 FEET LOWER
 TE1572'IN ELEVATION THAN THE STATION.
 TE1572'
 TE1572'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANDY AZI 2 1934
 TE1572'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 TE1572'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 43
 TE1572'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 1.5 FEET
 TE1572'SOUTH OF A WITNESS POST AND 1.2 FEET NORTH OF A POWER LINE POLE.
 TE1572'
 TE1572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-3/4 MILES
 TE1572'WEST OF CRARY.
 TE1572
 TE1572                          STATION RECOVERY (1982)
 TE1572
 TE1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1572'10.8 KM (6.7 MI) SE FROM DEVILS LAKE.
 TE1572'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1572'STATE HIGHWAY 20 IN DEVILS LAKE, TO A GRAVEL ROAD LEADING NORTH,
 TE1572'THENCE 1.0 KM (0.6 MI) NORTH ALONG THE GRAVEL ROAD, THENCE ABOUT
 TE1572'0.2 KM (0.1 MI) EAST TO THE HIGHEST POINT OF A SMALL RIDGE,
 TE1572'66.4 METERS (218.0 FT) WEST NORTHWEST OF RM 2, AND 56.6 METERS
 TE1572'(186.0 FT) SOUTH SOUTHWEST OF RM 1.
 TE1572'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1572'THE MARK IS ABOVE LEVEL WITH TOP OF RIDGE.
 TE1572
 TE1572                          STATION RECOVERY (1989)
 TE1572
 TE1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 TE1572'RECOVERED IN GOOD CONDITION.
 TE1572
 TE1572                          STATION RECOVERY (1995)
 TE1572
 TE1572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (CD)
 TE1572'RECOVERED AS DESCRIBED.  FOLLOWING CHANGES TO THE DESCRIPTION--MARKER
 TE1572'POST IS NOW 1 FOOT (0.3 M) EAST OF THE MONUMENT WHICH IS 3 INCHES
 TE1572'ABOVE THE TERRAIN, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 TE1572'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1570 ***********************************************************************
 TE1570  DESIGNATION -  ANDY AZ MK 2
 TE1570  PID         -  TE1570
 TE1570  STATE/COUNTY-  ND/RAMSEY
 TE1570  USGS QUAD   -  DEVILS LAKE (1994)
 TE1570
 TE1570                         *CURRENT SURVEY CONTROL
 TE1570  ___________________________________________________________________
 TE1570* NAD 83(1986)-  48 03 21.     (N)    098 46 05.     (W)     SCALED    
 TE1570* NAVD 88     -       448.804  (meters)    1472.45   (feet)  ADJUSTED  
 TE1570  ___________________________________________________________________
 TE1570  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 TE1570  DYNAMIC HT  -         448.880 (meters)    1472.70  (feet)  COMP
 TE1570  MODELED GRAV-     980,766.3   (mgal)                       NAVD 88
 TE1570
 TE1570  VERT ORDER  -  FIRST     CLASS II
 TE1570
 TE1570.The horizontal coordinates were scaled from a topographic map and have
 TE1570.an estimated accuracy of +/- 6 seconds.
 TE1570
 TE1570.The orthometric height was determined by differential leveling
 TE1570.and adjusted by the National Geodetic Survey in June 1991..
 TE1570
 TE1570.The geoid height was determined by GEOID03.
 TE1570
 TE1570.The dynamic height is computed by dividing the NAVD 88
 TE1570.geopotential number by the normal gravity value computed on the
 TE1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1570.degrees latitude (g = 980.6199 gals.).
 TE1570
 TE1570.The modeled gravity was interpolated from observed gravity values.
 TE1570
 TE1570;                    North         East    Units  Estimated Accuracy
 TE1570;SPC ND N     -   118,840.      729,090.      MT  (+/- 180 meters Scaled)
 TE1570
 TE1570                          SUPERSEDED SURVEY CONTROL
 TE1570
 TE1570.No superseded survey control is available for this station.
 TE1570
 TE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU172225(NAD 83)
 TE1570_MARKER: DZ = AZIMUTH MARK DISK
 TE1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1570_SP_SET: CONCRETE POST
 TE1570_STAMPING: ANDY AZI 2 1934 1967
 TE1570_MARK LOGO: CGS   
 TE1570_PROJECTION: PROJECTING 9 CENTIMETERS
 TE1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1570+STABILITY: SURFACE MOTION
 TE1570
 TE1570  HISTORY     - Date     Condition        Report By
 TE1570  HISTORY     - 1967     MONUMENTED       CGS
 TE1570  HISTORY     - 1982     GOOD             NGS
 TE1570
 TE1570                          STATION DESCRIPTION
 TE1570
 TE1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1570'9.8 KM (6.1 MI) SE FROM DEVILS LAKE.
 TE1570'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1570'STATE HIGHWAY 20 IN DEVILS LAKE, TO A GRAVEL ROAD LEADING NORTH,
 TE1570'THENCE 0.2 KM (0.1 MI) NORTH ALONG THE GRAVEL ROAD AND ABOUT 0.8 KM
 TE1570'(0.5 MI) SOUTH SOUTHWEST OF STATION ANDY, 13.1 METERS (43.0 FT) WEST
 TE1570'OF THE CENTER OF THE GRAVEL ROAD, AND 0.45 METERS (1.5 FT) NORTH OF A
 TE1570'POWERLINE POLE.
 TE1570'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 TE1570'THE MARK IS 0.9 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1573 ***********************************************************************
 TE1573  DESIGNATION -  ANDY RM 1
 TE1573  PID         -  TE1573
 TE1573  STATE/COUNTY-  ND/RAMSEY
 TE1573  USGS QUAD   -  DEVILS LAKE (1994)
 TE1573
 TE1573                         *CURRENT SURVEY CONTROL
 TE1573  ___________________________________________________________________
 TE1573* NAD 83(1986)-  48 03 43.     (N)    098 45 58.     (W)     SCALED    
 TE1573* NAVD 88     -       455.719  (meters)    1495.14   (feet)  ADJUSTED  
 TE1573  ___________________________________________________________________
 TE1573  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 TE1573  DYNAMIC HT  -         455.796 (meters)    1495.39  (feet)  COMP
 TE1573  MODELED GRAV-     980,766.8   (mgal)                       NAVD 88
 TE1573
 TE1573  VERT ORDER  -  FIRST     CLASS II
 TE1573
 TE1573.The horizontal coordinates were scaled from a topographic map and have
 TE1573.an estimated accuracy of +/- 6 seconds.
 TE1573
 TE1573.The orthometric height was determined by differential leveling
 TE1573.and adjusted by the National Geodetic Survey in June 1991..
 TE1573
 TE1573.The geoid height was determined by GEOID03.
 TE1573
 TE1573.The dynamic height is computed by dividing the NAVD 88
 TE1573.geopotential number by the normal gravity value computed on the
 TE1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1573.degrees latitude (g = 980.6199 gals.).
 TE1573
 TE1573.The modeled gravity was interpolated from observed gravity values.
 TE1573
 TE1573;                    North         East    Units  Estimated Accuracy
 TE1573;SPC ND N     -   119,520.      729,220.      MT  (+/- 180 meters Scaled)
 TE1573
 TE1573                          SUPERSEDED SURVEY CONTROL
 TE1573
 TE1573.No superseded survey control is available for this station.
 TE1573
 TE1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU174232(NAD 83)
 TE1573_MARKER: DR = REFERENCE MARK DISK
 TE1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1573_SP_SET: CONCRETE POST
 TE1573_STAMPING: ANDY NO 1 1934
 TE1573_MARK LOGO: CGS   
 TE1573_PROJECTION: PROJECTING 3 CENTIMETERS
 TE1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1573+STABILITY: SURFACE MOTION
 TE1573
 TE1573  HISTORY     - Date     Condition        Report By
 TE1573  HISTORY     - 1934     MONUMENTED       CGS
 TE1573  HISTORY     - 1982     GOOD             NGS
 TE1573
 TE1573                          STATION DESCRIPTION
 TE1573
 TE1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1573'10.8 KM (6.7 MI) SE FROM DEVILS LAKE.
 TE1573'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1573'STATE HIGHWAY 20 IN DEVILS LAKE, TO A GRAVEL ROAD LEADING NORTH,
 TE1573'THENCE 1.0 KM (0.6 MI) NORTH ALONG THE GRAVEL ROAD, THENCE ABOUT
 TE1573'0.2 KM (0.1 MI) EAST TO THE HIGHEST POINT OF A SMALL RIDGE,
 TE1573'56.6 METERS (186.0 FT) NORTH NORTHEAST OF STATION ANDY, AND
 TE1573'87.7 METERS (288.0 FT) NORTH OF RM 2.
 TE1573'THE MARK IS 66.0 METERS  NNE FROM A WITNESS POST.
 TE1573'THE MARK IS ABOVE LEVEL WITH TOP OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1571 ***********************************************************************
 TE1571  DESIGNATION -  ANDY RM 2
 TE1571  PID         -  TE1571
 TE1571  STATE/COUNTY-  ND/RAMSEY
 TE1571  USGS QUAD   -  DEVILS LAKE (1994)
 TE1571
 TE1571                         *CURRENT SURVEY CONTROL
 TE1571  ___________________________________________________________________
 TE1571* NAD 83(1986)-  48 03 38.     (N)    098 45 54.     (W)     SCALED    
 TE1571* NAVD 88     -       454.566  (meters)    1491.36   (feet)  ADJUSTED  
 TE1571  ___________________________________________________________________
 TE1571  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 TE1571  DYNAMIC HT  -         454.643 (meters)    1491.61  (feet)  COMP
 TE1571  MODELED GRAV-     980,766.5   (mgal)                       NAVD 88
 TE1571
 TE1571  VERT ORDER  -  FIRST     CLASS II
 TE1571
 TE1571.The horizontal coordinates were scaled from a topographic map and have
 TE1571.an estimated accuracy of +/- 6 seconds.
 TE1571
 TE1571.The orthometric height was determined by differential leveling
 TE1571.and adjusted by the National Geodetic Survey in June 1991..
 TE1571
 TE1571.The geoid height was determined by GEOID03.
 TE1571
 TE1571.The dynamic height is computed by dividing the NAVD 88
 TE1571.geopotential number by the normal gravity value computed on the
 TE1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1571.degrees latitude (g = 980.6199 gals.).
 TE1571
 TE1571.The modeled gravity was interpolated from observed gravity values.
 TE1571
 TE1571;                    North         East    Units  Estimated Accuracy
 TE1571;SPC ND N     -   119,370.      729,300.      MT  (+/- 180 meters Scaled)
 TE1571
 TE1571                          SUPERSEDED SURVEY CONTROL
 TE1571
 TE1571.No superseded survey control is available for this station.
 TE1571
 TE1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU175230(NAD 83)
 TE1571_MARKER: DR = REFERENCE MARK DISK
 TE1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1571_SP_SET: CONCRETE POST
 TE1571_STAMPING: ANDY NO 2 1934
 TE1571_MARK LOGO: CGS   
 TE1571_PROJECTION: FLUSH
 TE1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1571+STABILITY: SURFACE MOTION
 TE1571
 TE1571  HISTORY     - Date     Condition        Report By
 TE1571  HISTORY     - 1934     MONUMENTED       CGS
 TE1571  HISTORY     - 1982     GOOD             NGS
 TE1571
 TE1571                          STATION DESCRIPTION
 TE1571
 TE1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1571'10.8 KM (6.7 MI) SE FROM DEVILS LAKE.
 TE1571'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1571'STATE HIGHWAY 20 IN DEVILS LAKE, TO A GRAVEL ROAD LEADING NORTH,
 TE1571'THENCE 1.0 KM (0.6 MI) NORTH ALONG THE GRAVEL ROAD, THENCE ABOUT
 TE1571'0.2 KM (0.1 MI) EAST OT THE HIGHEST POINT OF A SMALL RIDGE,
 TE1571'66.4 METERS (218.0 FT) EAST SOUTHEAST OF STATION ANDY, AND 87.7 METERS
 TE1571'(288.0 FT) SOUTH OF RM 1.
 TE1571'THE MARK IS 66.0 METERS  ESE FROM A WITNESS POST.
 TE1571'THE MARK IS 1.8 M BELOW TOP OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1358 ***********************************************************************
 SL1358  DESIGNATION -  ANETA
 SL1358  PID         -  SL1358
 SL1358  STATE/COUNTY-  ND/NELSON
 SL1358  USGS QUAD   -  ANETA (1967)
 SL1358
 SL1358                         *CURRENT SURVEY CONTROL
 SL1358  ___________________________________________________________________
 SL1358* NAD 83(1996)-  47 41 20.73742(N)    097 53 24.42346(W)     ADJUSTED  
 SL1358* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 SL1358  ___________________________________________________________________
 SL1358  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 SL1358  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 SL1358
 SL1358  HORZ ORDER  -  FIRST
 SL1358
 SL1358.The horizontal coordinates were established by classical geodetic methods
 SL1358.and adjusted by the National Geodetic Survey in January 1998..
 SL1358
 SL1358.The orthometric height was scaled from a topographic map.
 SL1358
 SL1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1358
 SL1358.The geoid height was determined by GEOID03.
 SL1358
 SL1358;                    North         East     Units Scale Factor Converg.
 SL1358;SPC ND N     -    79,933.826   795,885.279   MT  0.99995955   +1 56 31.6
 SL1358;SPC ND N     -   262,250.09  2,611,172.18   iFT  0.99995955   +1 56 31.6
 SL1358;UTM  14      - 5,282,341.809   583,287.973   MT  0.99968524   +0 49 14.9
 SL1358
 SL1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1358!SPC ND N     -   0.99993055  x   0.99995955  =   0.99989011
 SL1358!UTM  14      -   0.99993055  x   0.99968524  =   0.99961581
 SL1358
 SL1358:                Primary Azimuth Mark                     Grid Az
 SL1358:SPC ND N     -  ANETA AZ MK                              112 21 29.9
 SL1358:UTM  14      -  ANETA AZ MK                              113 28 46.6
 SL1358
 SL1358|---------------------------------------------------------------------|
 SL1358| PID    Reference Object                     Distance      Geod. Az  |
 SL1358|                                                           dddmmss.s |
 SL1358| CO4202 ANETA AZ MK                                        1141801.5 |
 SL1358| SL1348 FINLEY MUNICIPAL TANK               APPROX.20.0 KM 1684427.6 |
 SL1358| SL1351 FINLEY USAF ANFPS 90 E RADAR        APPROX.19.3 KM 1751043.2 |
 SL1358| SL1349 FINLEY AF FPS 35 RADAR SCREEN       APPROX.19.3 KM 1751147.9 |
 SL1358| SL1347 FINLEY USAF ANFPS 6 W RADAR         APPROX.19.3 KM 1752827.7 |
 SL1358| SL1356 SHARON MUNICIPAL TANK               APPROX.10.0 KM 1822832.7 |
 SL1358| CO4203 ANETA RM 1                           27.676 METERS 20419     |
 SL1358| SL1357 ANETA MUNICIPAL TANK                APPROX. 7.4 KM 2605800.6 |
 SL1358| CO4204 ANETA RM 2                           44.647 METERS 32650     |
 SL1358| SL1362 PETERSBURG NELSON RAD STA KFI       APPROX.22.4 KM 3402204.3 |
 SL1358|---------------------------------------------------------------------|
 SL1358
 SL1358                          SUPERSEDED SURVEY CONTROL
 SL1358
 SL1358  NAD 83(1986)-  47 41 20.73545(N)    097 53 24.41985(W) AD(       ) 1
 SL1358  NAD 27      -  47 41 20.77477(N)    097 53 23.08666(W) AD(       ) 1
 SL1358
 SL1358.Superseded values are not recommended for survey control.
 SL1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1358.See file dsdata.txt to determine how the superseded data were derived.
 SL1358
 SL1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8328882342(NAD 83)
 SL1358_MARKER: DS = TRIANGULATION STATION DISK
 SL1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1358_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1358_STAMPING: ANETA 1967
 SL1358_MARK LOGO: CGS   
 SL1358_PROJECTION: PROJECTING 30 CENTIMETERS
 SL1358_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1358+STABILITY: SURFACE MOTION
 SL1358
 SL1358  HISTORY     - Date     Condition        Report By
 SL1358  HISTORY     - 1967     MONUMENTED       CGS
 SL1358  HISTORY     - 19951001 GOOD             USAF
 SL1358  HISTORY     - 19971022 MARK NOT FOUND   NDHD
 SL1358
 SL1358                          STATION DESCRIPTION
 SL1358
 SL1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1358'THE STATION IS ABOUT 19-1/2 MILES WEST-SOUTHWEST OF NORTHWOOD,
 SL1358'6 MILES NORTH OF SHARON, 4-1/2 MILES EAST OF ANETA, ON A LOW
 SL1358'KNOLL AND ON PROPERTY OWNED BY E.B. JOHNSON.
 SL1358'
 SL1358'TO REACH THE STATION FROM THE POST OFFICE IN NORTHWOOD, GO
 SL1358'NORTH FOR 0.65 MILE TO STATE HIGHWAYS 15 AND 18.  TURN LEFT
 SL1358'AND GO WEST ON STATE HIGHWAYS 15 AND 18 FOR 1.4 MILES TO A
 SL1358'POINT WHERE THE HIGHWAYS JUNCTION.  CONTINUE WEST ON STATE HIGHWAY
 SL1358'15 FOR 9.9 MILES TO COUNTY ROAD 16.  TURN LEFT AND GO SOUTH ON
 SL1358'COUNTY ROAD 16 FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 SL1358'WEST ON COUNTY ROAD 16 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN
 SL1358'LEFT AND GO SOUTH ON COUNTY ROAD 16 FOR 3.0 MILES TO A
 SL1358'CROSSROAD AND COUNTY ROAD 20.  TURN RIGHT AND GO WEST ON
 SL1358'COUNTY ROAD 20 FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH
 SL1358'MARK ON THE RIGHT.  CONTINUE WEST FOR 0.25 MILE TO A
 SL1358'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 SL1358'GRAVELED DRIVEWAY FOR 0.1 MILE TO THE FARM HOME OF E.B.
 SL1358'JOHNSON ON THE LEFT.  GO NORTHWEST FOR 0.1 MILE TO THE
 SL1358'STATION.
 SL1358'
 SL1358'THE STATON MARK IS A STANDARD DISK, STAMPED ANETA 1967, SET
 SL1358'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1358'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 99.0
 SL1358'FEET NORTHEAST OF THE NORTHWEST CORNER OF A BARN, 41.0 FEET
 SL1358'SOUTHEAST OF A FENCE CORNER POST AND 30.0 FEET SOUTH OF A
 SL1358'FENCE.  THE UNDERGROUND STATION MARK IS SET 54 INCHES BELOW
 SL1358'THE GROUND SURFACE.
 SL1358'
 SL1358'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANETA NO 1 1967,
 SL1358'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1358'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 105.2
 SL1358'FEET EAST OF THE FENCE CORNER POST, 18.5 FEET NORTHWEST OF
 SL1358'THE NORTHWEST CORNER OF THE BARN AND 3 FEET LOWER IN ELEVATION
 SL1358'THAN THE STATION MARK.
 SL1358'
 SL1358'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANETA NO 2 1967,
 SL1358'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1358'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 225.0 FEET
 SL1358'NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 106.5 FEET
 SL1358'NORTHWEST OF THE FENCE CORNER POST AND 4 FEET LOWER IN ELEVATION
 SL1358'THAN THE STATION MARK.
 SL1358'
 SL1358'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANETA 1967, SET
 SL1358'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1358'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 58.0
 SL1358'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 57.0 FEET
 SL1358'NORTH OF COUNTY ROAD 20, 7.7 FEET SOUTH OF A POWERLINE POLE
 SL1358'AND 2.0 FEET WEST OF A WITNESS POST.
 SL1358'
 SL1358'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SL1358
 SL1358                          STATION RECOVERY (1995)
 SL1358
 SL1358'RECOVERY NOTE BY US AIR FORCE 1995 (BJE)
 SL1358'THE STATION IS A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 SL1358'POST, 12 INCHES IN DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND
 SL1358'SURFACE.  IT IS 99.0 FEET (30.2 M) NORTHEAST OF THE NORTHWEST OF A
 SL1358'BARN AND 102.0 FEET (31.1 M) NORTHWEST OF THE NORTHEAST CORNER OF THIS
 SL1358'BARN.
 SL1358
 SL1358                          STATION RECOVERY (1997)
 SL1358
 SL1358'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SL1358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1357 ***********************************************************************
 SL1357  DESIGNATION -  ANETA MUNICIPAL TANK
 SL1357  PID         -  SL1357
 SL1357  STATE/COUNTY-  ND/NELSON
 SL1357  USGS QUAD   -  ANETA (1967)
 SL1357
 SL1357                         *CURRENT SURVEY CONTROL
 SL1357  ___________________________________________________________________
 SL1357* NAD 83(1996)-  47 40 42.93164(N)    097 59 15.16053(W)     ADJUSTED  
 SL1357* NAVD 88     -                                                        
 SL1357  ___________________________________________________________________
 SL1357  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 SL1357  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SL1357
 SL1357  HORZ ORDER  -  THIRD
 SL1357
 SL1357.The horizontal coordinates were established by classical geodetic methods
 SL1357.and adjusted by the National Geodetic Survey in January 1998..
 SL1357
 SL1357
 SL1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1357
 SL1357.The geoid height was determined by GEOID03.
 SL1357
 SL1357;                    North         East     Units Scale Factor Converg.
 SL1357;SPC ND N     -    78,523.645   788,613.615   MT  0.99996082   +1 52 10.6
 SL1357;SPC ND N     -   257,623.51  2,587,315.01   iFT  0.99996082   +1 52 10.6
 SL1357;UTM  14      - 5,281,074.535   575,992.169   MT  0.99967096   +0 44 55.0
 SL1357
 SL1357                          SUPERSEDED SURVEY CONTROL
 SL1357
 SL1357  NAD 83(1986)-  47 40 42.92917(N)    097 59 15.15742(W) AD(       ) 4
 SL1357  NAD 27      -  47 40 42.96898(N)    097 59 13.80804(W) AD(       ) 3
 SL1357
 SL1357.Superseded values are not recommended for survey control.
 SL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1357.See file dsdata.txt to determine how the superseded data were derived.
 SL1357
 SL1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT7599281075(NAD 83)
 SL1357_MARKER: 53 = ELEVATED TANK
 SL1357
 SL1357  HISTORY     - Date     Condition        Report By
 SL1357  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1357
 SL1357                          STATION DESCRIPTION
 SL1357
 SL1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1357'THE STATION IS THE CENTER OF THE TOP OF A 130 FOOT HIGH
 SL1357'HEMISPHERICAL BOTTOM ELEVATED TANK, OWNED BY THE CITY OF ANETA.
 SL1357'IT IS LOCATED IN THE CENTER OF TOWN, 0.1 MILE EAST OF STATE
 SL1357'HIGHWAY 32 AND 90 FEET NORTH OF A PAVED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0777 ***********************************************************************
 RP0777  DESIGNATION -  ANSELM
 RP0777  PID         -  RP0777
 RP0777  STATE/COUNTY-  ND/RANSOM
 RP0777  USGS QUAD   -  SHELDON (1960)
 RP0777
 RP0777                         *CURRENT SURVEY CONTROL
 RP0777  ___________________________________________________________________
 RP0777* NAD 83(1996)-  46 30 51.99274(N)    097 29 48.77498(W)     ADJUSTED  
 RP0777* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 RP0777  ___________________________________________________________________
 RP0777  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 RP0777  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 RP0777
 RP0777  HORZ ORDER  -  FIRST
 RP0777
 RP0777.The horizontal coordinates were established by classical geodetic methods
 RP0777.and adjusted by the National Geodetic Survey in January 1998..
 RP0777
 RP0777.The orthometric height was scaled from a topographic map.
 RP0777
 RP0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0777
 RP0777.The geoid height was determined by GEOID03.
 RP0777
 RP0777;                    North         East     Units Scale Factor Converg.
 RP0777;SPC ND S     -    98,640.196   830,398.748   MT  0.99995139   +2 11 25.5
 RP0777;SPC ND S     -   323,622.69  2,724,405.34   iFT  0.99995139   +2 11 25.5
 RP0777;UTM  14      - 5,152,305.663   615,305.864   MT  0.99976343   +1 05 26.5
 RP0777
 RP0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0777!SPC ND S     -   0.99995181  x   0.99995139  =   0.99990321
 RP0777!UTM  14      -   0.99995181  x   0.99976343  =   0.99971525
 RP0777
 RP0777|---------------------------------------------------------------------|
 RP0777| PID    Reference Object                     Distance      Geod. Az  |
 RP0777|                                                           dddmmss.s |
 RP0777| CO4209 ANSELM RM 1                          24.033 METERS 02055     |
 RP0777| CO4210 ANSELM RM 2                          21.831 METERS 26149     |
 RP0777| CO4208 ANSELM AZ MK                                       2712019.3 |
 RP0777|---------------------------------------------------------------------|
 RP0777
 RP0777                          SUPERSEDED SURVEY CONTROL
 RP0777
 RP0777  NAD 83(1986)-  46 30 51.99436(N)    097 29 48.76673(W) AD(       ) 1
 RP0777  NAD 27      -  46 30 52.10500(N)    097 29 47.43500(W) AD(       ) 1
 RP0777
 RP0777.Superseded values are not recommended for survey control.
 RP0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0777.See file dsdata.txt to determine how the superseded data were derived.
 RP0777
 RP0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1530652306(NAD 83)
 RP0777_MARKER: DS = TRIANGULATION STATION DISK
 RP0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0777
 RP0777  HISTORY     - Date     Condition        Report By
 RP0777  HISTORY     - 1954     MONUMENTED       CGS
 RP0777
 RP0777                          STATION DESCRIPTION
 RP0777
 RP0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0777'THE STATION IS LOCATED ABOUT 6 MILES EAST OF BUTTZVILLE, 1 MILE
 RP0777'SOUTH OF ANSELM, AND ON PROPERTY OWNED BY MR. JORDEN NOKLEBERG.
 RP0777'
 RP0777'REACHED FROM THE RAILROAD DEPOT IN BUTTZVILLE BY GOING NORTH
 RP0777'ON A GRAVELED ROAD ON THE WEST SIDE OF THE RAILROAD TRACKS FOR
 RP0777'0.5 MILE TO A CROSSROAD.  TURN RIGHT, CROSSING THE RAILROAD
 RP0777'TRACKS, AND GO EAST FOR 4.5 MILES TO A CROSSROAD AND A CHURCH
 RP0777'IN THE SOUTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, EASTERLY, FOR
 RP0777'0.9 MILE TO ANOTHER CROSSROAD.  CONTINUE STRAIGHT AHEAD,
 RP0777'EASTERLY, FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RP0777'CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 0.35 MILE TO THE
 RP0777'STATION ON THE RIGHT.
 RP0777'
 RP0777'THE STATION MARK, A STANDARD DISK SET IN CONCRETE MONUMENT,
 RP0777'IS 100 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 RP0777'ROAD, 5 FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT NORTH OF A
 RP0777'WIRE FENCE.  THE DISK IS STAMPED ANSELM 1954, AND THE MARK
 RP0777'PROJECTS 3 INCHES.
 RP0777'
 RP0777'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0777'IS 6 FEET SOUTH OF A FENCE CORNER-POST AND 1 FOOT WEST OF THE
 RP0777'WIRE FENCE.  THE DISK IS STAMPED ANSELM NO 1 1954, AND THE
 RP0777'MARK PROJECTS 3 INCHES.
 RP0777'
 RP0777'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0777'IS 110 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 RP0777'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  THE DISK IS STAMPED
 RP0777'ANSELM NO 2 1954, AND THE MARK PROJECTS 4 INCHES.
 RP0777'
 RP0777'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT, IS
 RP0777'35 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RP0777'2 FEET EAST OF A TELEPHONE POLE, AND 2 FEET SOUTHEAST OF A
 RP0777'WITNESS POST.  THE DISK IS STAMPED ANSELM 1954, AND THE MARK
 RP0777'PROJECTS 2 INCHES.
 RP0777'
 RP0777'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0776 ***********************************************************************
 RP0776  DESIGNATION -  ANSELM FARMERS ELEV MID LT ROD
 RP0776  PID         -  RP0776
 RP0776  STATE/COUNTY-  ND/RANSOM
 RP0776  USGS QUAD   -  SHELDON (1960)
 RP0776
 RP0776                         *CURRENT SURVEY CONTROL
 RP0776  ___________________________________________________________________
 RP0776* NAD 83(1996)-  46 31 43.43559(N)    097 29 46.04875(W)     ADJUSTED  
 RP0776* NAVD 88     -                                                        
 RP0776  ___________________________________________________________________
 RP0776  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 RP0776  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 RP0776
 RP0776  HORZ ORDER  -  THIRD
 RP0776
 RP0776.The horizontal coordinates were established by classical geodetic methods
 RP0776.and adjusted by the National Geodetic Survey in January 1998..
 RP0776
 RP0776
 RP0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0776
 RP0776.The geoid height was determined by GEOID03.
 RP0776
 RP0776;                    North         East     Units Scale Factor Converg.
 RP0776;SPC ND S     -   100,229.640   830,396.094   MT  0.99995003   +2 11 27.5
 RP0776;SPC ND S     -   328,837.40  2,724,396.63   iFT  0.99995003   +2 11 27.5
 RP0776;UTM  14      - 5,153,894.568   615,333.707   MT  0.99976350   +1 05 29.4
 RP0776
 RP0776                          SUPERSEDED SURVEY CONTROL
 RP0776
 RP0776  NAD 83(1986)-  46 31 43.43721(N)    097 29 46.04004(W) AD(       ) 4
 RP0776  NAD 27      -  46 31 43.55200(N)    097 29 44.70800(W) AD(       ) 3
 RP0776
 RP0776.Superseded values are not recommended for survey control.
 RP0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0776.See file dsdata.txt to determine how the superseded data were derived.
 RP0776
 RP0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1533453895(NAD 83)
 RP0776_MARKER: 84 = LIGHTNING ROD
 RP0776
 RP0776  HISTORY     - Date     Condition        Report By
 RP0776  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0776
 RP0776                          STATION DESCRIPTION
 RP0776
 RP0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0776'THE STATION IS THE MIDDLE ROD OF THREE ATOP THE GRAY WOODEN
 RP0776'ELEVATOR LOCATED IN THE TOWN OF ANSELM.  IT IS APPROXIMATELY
 RP0776'80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0790 ***********************************************************************
 RP0790  DESIGNATION -  ANTELOPE
 RP0790  PID         -  RP0790
 RP0790  STATE/COUNTY-  ND/RICHLAND
 RP0790  USGS QUAD   -  WYNDMERE SE (1960)
 RP0790
 RP0790                         *CURRENT SURVEY CONTROL
 RP0790  ___________________________________________________________________
 RP0790* NAD 83(1996)-  46 21 56.03351(N)    097 00 34.48212(W)     ADJUSTED  
 RP0790* NAVD 88     -       317.22   (+/-2cm)    1040.7    (feet)  VERTCON   
 RP0790  ___________________________________________________________________
 RP0790  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 RP0790  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 RP0790
 RP0790  HORZ ORDER  -  SECOND
 RP0790  VERT ORDER  -  THIRD ? (See Below)
 RP0790
 RP0790.The horizontal coordinates were established by classical geodetic methods
 RP0790.and adjusted by the National Geodetic Survey in January 1998..
 RP0790
 RP0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0790.The vertical order pertains to the NGVD 29 superseded value.
 RP0790
 RP0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0790
 RP0790.The geoid height was determined by GEOID03.
 RP0790
 RP0790;                    North         East     Units Scale Factor Converg.
 RP0790;SPC ND S     -    83,653.138   868,496.782   MT  0.99996916   +2 32 45.1
 RP0790;SPC ND S     -   274,452.55  2,849,398.89   iFT  0.99996916   +2 32 45.1
 RP0790;UTM  14      - 5,136,590.672   653,103.383   MT  0.99988814   +1 26 27.1
 RP0790
 RP0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0790!SPC ND S     -   0.99995440  x   0.99996916  =   0.99992357
 RP0790!UTM  14      -   0.99995440  x   0.99988814  =   0.99984255
 RP0790
 RP0790:                Primary Azimuth Mark                     Grid Az
 RP0790:SPC ND S     -  ANTELOPE AZ MK                           063 05 37.7
 RP0790:UTM  14      -  ANTELOPE AZ MK                           064 11 55.7
 RP0790
 RP0790|---------------------------------------------------------------------|
 RP0790| PID    Reference Object                     Distance      Geod. Az  |
 RP0790|                                                           dddmmss.s |
 RP0790| CO4216 ANTELOPE AZ MK                                     0653822.8 |
 RP0790| CO4217 ANTELOPE RM 1                        25.475 METERS 08905     |
 RP0790| CO4218 ANTELOPE RM 2                        32.028 METERS 35204     |
 RP0790|---------------------------------------------------------------------|
 RP0790
 RP0790                          SUPERSEDED SURVEY CONTROL
 RP0790
 RP0790  NAD 83(1986)-  46 21 56.03268(N)    097 00 34.47337(W) AD(       ) 2
 RP0790  NAD 27      -  46 21 56.17400(N)    097 00 33.16600(W) AD(       ) 2
 RP0790  NGVD 29 (07/19/86)  316.94   (m)         1039.8    (f) LEVELING    3  
 RP0790
 RP0790.Superseded values are not recommended for survey control.
 RP0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0790.See file dsdata.txt to determine how the superseded data were derived.
 RP0790
 RP0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5310336591(NAD 83)
 RP0790_MARKER: DS = TRIANGULATION STATION DISK
 RP0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0790
 RP0790  HISTORY     - Date     Condition        Report By
 RP0790  HISTORY     - 1954     MONUMENTED       CGS
 RP0790
 RP0790                          STATION DESCRIPTION
 RP0790
 RP0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0790'THE STATION IS LOCATED IN MR. PAUL BROSOWSKES FARMYARD.  IT
 RP0790'IS 10 MILES WEST-SOUTHWEST OF GALCHUTT, 9 MILES NORTHWEST
 RP0790'OF MOORETON, AND 7 MILES NORTH OF BARNEY.
 RP0790'
 RP0790'REACHED FROM THE JUNCTION OF COUNTY ROADS 1 AND 4 AT THE
 RP0790'WESTERN EDGE OF COLFAX BY GOING WEST ON ROAD 4 FOR 5.75 MILES
 RP0790'TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 6.1 MILES ON COUNTY
 RP0790'ROAD NO. 3 TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTHERLY,
 RP0790'FOR 0.9 MILE TO MR. BROSOWSKES FARMYARD AND STATION ON THE
 RP0790'RIGHT.
 RP0790'
 RP0790'THE STATION MARK IS 78 FEET EAST OF THE SOUTHEAST CORNER
 RP0790'OF A BARN, 68 FEET SOUTH OF A LANE, 5 FEET NORTH OF A WITNESS
 RP0790'POST, AND 6 FEET NORTH OF A WIRE FENCE.  THE MARK IS LEVEL
 RP0790'WITH THE GROUND SURFACE, AND THE DISK IS STAMPED ANTELOPE
 RP0790'1954.
 RP0790'
 RP0790'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 62 FEET WEST
 RP0790'OF THE APPROXIMATE CENTER OF COUNTY ROAD 3, 62 FEET SOUTH
 RP0790'OF THE LANE, 2 FEET NORTH OF A POWER POLE, AND PROJECTS
 RP0790'3 INCHES.  THE DISK IS STAMPED ANTELOPE NO 2 1954.
 RP0790'
 RP0790'REFERENCE MARK NO. 2, NORTH OF THE STATION AND LEVEL WITH
 RP0790'THE GROUND SURFACE, IS 9 FEET NORTHWEST OF A POWER POLE.
 RP0790'THE DISK IS STAMPED ANTELOPE NO 2 1954.
 RP0790'
 RP0790'THE AZIMUTH MARK, APPROXIMATELY 0.2 MILE NORTH AND 0.5 MILE
 RP0790'EAST OF THE STATION, IS 60 FEET SOUTH OF THE APPROXIMATE
 RP0790'CENTER OF A DIRT ROAD, 2 FEET NORTH OF A WITNESS POST, 2
 RP0790'FEET SOUTH OF A POWER POLE, AND PROJECTS 3 INCHES.  THE
 RP0790'DISK IS STAMPED ANTELOPE 1954.
 RP0790'
 RP0790'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1530 ***********************************************************************
 SN1530  DESIGNATION -  ANTELOPE
 SN1530  PID         -  SN1530
 SN1530  STATE/COUNTY-  ND/PIERCE
 SN1530  USGS QUAD   -  CLIFTON (1986)
 SN1530
 SN1530                         *CURRENT SURVEY CONTROL
 SN1530  ___________________________________________________________________
 SN1530* NAD 83(1996)-  47 56 12.64394(N)    100 05 18.25122(W)     ADJUSTED  
 SN1530* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 SN1530  ___________________________________________________________________
 SN1530  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 SN1530  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 SN1530
 SN1530  HORZ ORDER  -  FIRST
 SN1530
 SN1530.The horizontal coordinates were established by classical geodetic methods
 SN1530.and adjusted by the National Geodetic Survey in January 1998..
 SN1530
 SN1530.The orthometric height was scaled from a topographic map.
 SN1530
 SN1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1530
 SN1530.The geoid height was determined by GEOID03.
 SN1530
 SN1530;                    North         East     Units Scale Factor Converg.
 SN1530;SPC ND N     -   104,241.096   630,751.015   MT  0.99993916   +0 18 22.6
 SN1530;SPC ND N     -   341,998.35  2,069,393.09   iFT  0.99993916   +0 18 22.6
 SN1530;UTM  14      - 5,309,854.143   418,711.473   MT  0.99968119   -0 48 29.1
 SN1530
 SN1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1530!SPC ND N     -   0.99991720  x   0.99993916  =   0.99985636
 SN1530!UTM  14      -   0.99991720  x   0.99968119  =   0.99959842
 SN1530
 SN1530:                Primary Azimuth Mark                     Grid Az
 SN1530:SPC ND N     -  ANTELOPE AZ MK                           001 24 31.3
 SN1530:UTM  14      -  ANTELOPE AZ MK                           002 31 23.0
 SN1530
 SN1530|---------------------------------------------------------------------|
 SN1530| PID    Reference Object                     Distance      Geod. Az  |
 SN1530|                                                           dddmmss.s |
 SN1530| CO4219 ANTELOPE AZ MK                                     0014253.9 |
 SN1530| TF2010 BALTA MT CARMEL CATH CH BELFRY      APPROX.26.0 KM 0082221.6 |
 SN1530| CO4220 ANTELOPE RM 1                        20.780 METERS 19456     |
 SN1530| SN1554 DRAKE MUNICIPAL TANK                APPROX.21.1 KM 2663018.0 |
 SN1530| CO4221 ANTELOPE RM 2                        13.598 METERS 29353     |
 SN1530|---------------------------------------------------------------------|
 SN1530
 SN1530                          SUPERSEDED SURVEY CONTROL
 SN1530
 SN1530  NAD 83(1986)-  47 56 12.64744(N)    100 05 18.25146(W) AD(       ) 1
 SN1530  NAD 27      -  47 56 12.64190(N)    100 05 16.77420(W) AD(       ) 1
 SN1530
 SN1530.Superseded values are not recommended for survey control.
 SN1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1530.See file dsdata.txt to determine how the superseded data were derived.
 SN1530
 SN1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU1871109854(NAD 83)
 SN1530_MARKER: DS = TRIANGULATION STATION DISK
 SN1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1530
 SN1530  HISTORY     - Date     Condition        Report By
 SN1530  HISTORY     - 1962     MONUMENTED       CGS
 SN1530
 SN1530                          STATION DESCRIPTION
 SN1530
 SN1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1530'THE STATION IS LOCATED 7-3/4 MILES EAST AND 4 MILES NORTH OF
 SN1530'THE TOWN OF ANAMOOSE, IN THE SW 1/4 OF SEC. 36, T152N, R74W,
 SN1530'ON THE HIGHEST POINT OF A HILL.
 SN1530'
 SN1530'TO REACH FROM THE POST OFFICE IN ANAMOOSE, GO NORTH ON GRAVELED
 SN1530'ROAD FOR 3.85 MILES TO A SIDE ROAD.  TURN RIGHT, EAST, AND GO
 SN1530'2.25 MILES TO A RAILROAD CROSSING IN AYLMER.  CROSS TRACKS AND
 SN1530'CONTINUE FOR 3.85 MILES TO A T ROAD.  TURN LEFT, NORTH, AND GO
 SN1530'1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.85 MILE
 SN1530'TO A FIELD ROAD AND WIRE GATE.  TURN RIGHT, CROSSING GRADED
 SN1530'DITCH, AND GO SOUTH FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH
 SN1530'GATE AND FOLLOW TRACK ROAD SOUTH AND SOUTHEAST FOR 0.75 MILE
 SN1530'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON TRACK ROAD FOR
 SN1530'0.05 MILE TO A Y FORK.  KEEP RIGHT AND FOLLOW TRACK ROAD FOR
 SN1530'0.1 MILE TO A Y FORK.  KEEP LEFT FORK AND FOLLOW TRACK ROAD
 SN1530'0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 SN1530'
 SN1530'THE STATION MARK IS A STANDARD DISK STAMPED ANTELOPE 1962, AND
 SN1530'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 SN1530'1 INCH.  IT IS 4.7 FEET WEST OF A WITNESS POST.
 SN1530'
 SN1530'REFERENCE MARK NO. 1, STAMPED ANTELOPE NO 1 1962, IS A STANDARD
 SN1530'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 3 FEET
 SN1530'SQUARE AND PROJECTS 1 FOOT, AND IS 71 FEET SOUTH OF A WITNESS
 SN1530'POST.
 SN1530'
 SN1530'REFERENCE MARK NO. 2, STAMPED ANTELOPE NO 2 1962, IS A STANDARD
 SN1530'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1
 SN1530'FOOT AND IS 48.4 FEET WEST-NORTHWEST OF A WITNESS POST.
 SN1530'
 SN1530'AZIMUTH MARK IS STAMPED ANTELOPE 1962.  IT IS A STANDARD DISK
 SN1530'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 3 FEET SQUARE
 SN1530'AND PROJECTS 18 INCHES.  IT IS 87 FEET WEST OF THE CENTER OF A
 SN1530'TRACK ROAD, AND 2.2 FEET SOUTHEAST OF A WITNESS POST.
 SN1530'
 SN1530'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 35.25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0462 ***********************************************************************
 RT0462  DESIGNATION -  ANTELOPE
 RT0462  PID         -  RT0462
 RT0462  STATE/COUNTY-  ND/BOWMAN
 RT0462  USGS QUAD   -  SCOLE SCHOOL (1981)
 RT0462
 RT0462                         *CURRENT SURVEY CONTROL
 RT0462  ___________________________________________________________________
 RT0462* NAD 83(1996)-  46 07 28.56454(N)    104 00 26.84282(W)     ADJUSTED  
 RT0462* NAVD 88     -       983.5    (meters)    3227.     (feet)  VERTCON   
 RT0462  ___________________________________________________________________
 RT0462  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 RT0462  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RT0462
 RT0462  HORZ ORDER  -  FIRST
 RT0462
 RT0462.The horizontal coordinates were established by classical geodetic methods
 RT0462.and adjusted by the National Geodetic Survey in January 1998..
 RT0462
 RT0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 RT0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RT0462
 RT0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 RT0462
 RT0462.The geoid height was determined by GEOID03.
 RT0462
 RT0462;                    North         East     Units Scale Factor Converg.
 RT0462;SPC ND S     -    56,953.914   328,998.180   MT  1.00001206   -2 33 29.8
 RT0462;SPC ND S     -   186,856.67  1,079,390.35   iFT  1.00001206   -2 33 29.8
 RT0462;SPC SD N     -   262,298.781   290,357.591   MT  1.00011516   -2 50 10.4
 RT0462;SPC SD N     -   860,558.58    952,614.86   sFT  1.00011516   -2 50 10.4
 RT0462;SPC MT       -   223,192.255 1,023,959.525   MT  0.99951165   +4 01 04.1
 RT0462;SPC MT       -   732,258.05  3,359,447.26   iFT  0.99951165   +4 01 04.1
 RT0462;UTM  13      - 5,108,370.501   576,682.111   MT  0.99967228   +0 42 55.8
 RT0462
 RT0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RT0462!SPC ND S     -   0.99984829  x   1.00001206  =   0.99986035
 RT0462!SPC SD N     -   0.99984829  x   1.00011516  =   0.99996343
 RT0462!SPC MT       -   0.99984829  x   0.99951165  =   0.99936001
 RT0462!UTM  13      -   0.99984829  x   0.99967228  =   0.99952062
 RT0462
 RT0462:                Primary Azimuth Mark                     Grid Az
 RT0462:SPC ND S     -  ANTELOPE AZ MK                           010 58 12.1
 RT0462:SPC SD N     -  ANTELOPE AZ MK                           011 14 52.7
 RT0462:SPC MT       -  ANTELOPE AZ MK                           004 23 38.2
 RT0462:UTM  13      -  ANTELOPE AZ MK                           007 41 46.5
 RT0462
 RT0462|---------------------------------------------------------------------|
 RT0462| PID    Reference Object                     Distance      Geod. Az  |
 RT0462|                                                           dddmmss.s |
 RT0462| CQ6954 ANTELOPE AZ MK                                     0082442.3 |
 RT0462| RS0462 RHAME WESTERN LUMBER CO ELEV        APPROX.29.6 KM 0653959.0 |
 RT0462| CQ6955 ANTELOPE RM 1                        11.085 METERS 09715     |
 RT0462| CQ6956 ANTELOPE RM 2                         9.077 METERS 19823     |
 RT0462|---------------------------------------------------------------------|
 RT0462
 RT0462                          SUPERSEDED SURVEY CONTROL
 RT0462
 RT0462  NAD 83(1996)-  46 07 28.55562(N)    104 00 26.83773(W) AD(       ) 1
 RT0462  NAD 83(1996)-  46 07 28.55583(N)    104 00 26.83596(W) AD(       ) 1
 RT0462  NAD 83(1986)-  46 07 28.54406(N)    104 00 26.83353(W) AD(       ) 1
 RT0462  NAD 27      -  46 07 28.54300(N)    104 00 25.06100(W) AD(       ) 1
 RT0462  NGVD 29 (07/19/86)  983.0    (m)         3225.     (f) VERT ANG       
 RT0462
 RT0462.Superseded values are not recommended for survey control.
 RT0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0462.See file dsdata.txt to determine how the superseded data were derived.
 RT0462
 RT0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM7668208371(NAD 83)
 RT0462_MARKER: DS = TRIANGULATION STATION DISK
 RT0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0462
 RT0462  HISTORY     - Date     Condition        Report By
 RT0462  HISTORY     - 1949     MONUMENTED       CGS
 RT0462  HISTORY     - 1973     GOOD             USGS
 RT0462
 RT0462                          STATION DESCRIPTION
 RT0462
 RT0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RT0462'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF
 RT0462'MARMARTH, NEAR THE SOUTH END OF THE MOST SOUTHERLY ONE OF
 RT0462'TWO PROMINENT RIDGES, AND 100 FEET NORTHEASTERLY OF A TRACK
 RT0462'ROAD THAT IS ON THE CREST OF THE RIDGE.  PROPERTY IS OWNED
 RT0462'BY MR FRANK MASON.
 RT0462'
 RT0462'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN
 RT0462'STREET IN MARMARTH WITH U.S. HIGHWAY NO. 12, GO SOUTH ON
 RT0462'NO. 12 FOR 0.4 MILE TO A FORK.  THEN LEFT ROAD (GRAVELED)
 RT0462'FOR 10.9 MILES TO A CROSSROAD.  THEN RIGHT, WEST, ON A DIRT
 RT0462'ROAD FOR 1.0 MILE TO A CROSSROAD.  THEN LEFT, SOUTH, FOR
 RT0462'0.5 MILE TO A DIRT ROAD THAT IS BETWEEN TWO CULTIVATED
 RT0462'FIELDS.  THEN RIGHT, WEST, FOR 1.0 MILE TO A WIRE GATE.
 RT0462'THEN THROUGH GATE, TURN LEFT, (SOUTHERLY) ACROSS PASTURE
 RT0462'LAND AND ON A VERY DIM TRACK ROAD FOR 0.35 MILE TO THE TOP OF
 RT0462'A HILL.  THEN RIGHT, WESTERLY, FOR 0.75 MILE TO A POINT NEAR
 RT0462'THE NORTHWEST EDGE OF A RIDGE AND THE AZIMUTH MARK AS
 RT0462'DESCRIBED.  TURN LEFT, SOUTHERLY, FOR 0.7 MILE TO THE STATION AS
 RT0462'DESCRIBED.
 RT0462'
 RT0462'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RT0462'ANTELOPE 1949.
 RT0462'
 RT0462'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND THE DISK IS
 RT0462'STAMPED ANTELOPE NO 1 1949.
 RT0462'
 RT0462'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS
 RT0462'STAMPED ANTELOPE NO 2 1949.
 RT0462'
 RT0462'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE FROM THE STATION,
 RT0462'75 FEET NORTHERLY OF A TRACK ROAD, AND 3 FEET SOUTHEAST OF A
 RT0462'WITNESS POST.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 RT0462'ANTELOPE 1949.
 RT0462'
 RT0462'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 RT0462'SQUARE CONCRETE POSTS.
 RT0462'
 RT0462'FOUR FOOT WOODEN STANDS AT NEBO, DALE, DAHL, AND BLASER ARE
 RT0462'VISIBLE FROM THE GROUND.
 RT0462
 RT0462                          STATION RECOVERY (1973)
 RT0462
 RT0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 RT0462'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HWY. 12 IN
 RT0462'MARMATH, NORTH DAKOTA GO WEST ON U.S. HWY 12 FOR 0.4 MI. TO
 RT0462'A GRAVEL ROAD LEFT LEADING TO CAMP CROOK, SOUTH DAKOTA, TURN
 RT0462'LEFT AND GO SOUTHWEST AND THEN SOUTH ON MAIN GRAVEL ROAD FOR 10.4
 RT0462'MI. TO A FIELD ROAD CROSSING, TURN LEFT AND GO WEST ON FIELD ROAD
 RT0462'FOR 2.0 MI. TO A CROSS FIELD ROAD, TURN LEFT AND GO SOUTH ON
 RT0462'FIELD ROAD FOR 0.5 MI. TO A GATE ON THE RIGHT, TURN RIGHT THRU
 RT0462'GATE AND GO SOUTHWEST THEN WEST ON TRACK ROAD FOR 0.95 MI.
 RT0462'TO A GATE AT THE SOUTHEAST CORNER OF A CORRAL, PASS THRU GATE
 RT0462'AND CONTINUE SOUTHERLY THEN SOUTHEAST ON TRACK ROAD FOR 0.85
 RT0462'MI.  TO THE TOP OF THE RIDGE AND THE STATION ON THE LEFT ABOUT
 RT0462'50 FEET NORTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2103 ***********************************************************************
 TF2103  DESIGNATION -  ANTLER
 TF2103  PID         -  TF2103
 TF2103  STATE/COUNTY-  ND/BOTTINEAU
 TF2103  USGS QUAD   -  KUROKI (1951)
 TF2103
 TF2103                         *CURRENT SURVEY CONTROL
 TF2103  ___________________________________________________________________
 TF2103* NAD 83(1996)-  48 58 48.73806(N)    101 13 25.29235(W)     ADJUSTED  
 TF2103* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TF2103  ___________________________________________________________________
 TF2103  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 TF2103  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF2103
 TF2103  HORZ ORDER  -  SECOND
 TF2103
 TF2103.The horizontal coordinates were established by classical geodetic methods
 TF2103.and adjusted by the National Geodetic Survey in January 1998..
 TF2103
 TF2103.The orthometric height was scaled from a topographic map.
 TF2103
 TF2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2103
 TF2103.The geoid height was determined by GEOID03.
 TF2103
 TF2103;                    North         East     Units Scale Factor Converg.
 TF2103;SPC ND N     -   220,425.279   547,022.843   MT  1.00005834   -0 32 18.7
 TF2103;SPC ND N     -   723,180.05  1,794,694.37   iFT  1.00005834   -0 32 18.7
 TF2103;UTM  14      - 5,427,638.002   337,294.700   MT  0.99992522   -1 40 41.2
 TF2103
 TF2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2103!SPC ND N     -   0.99993073  x   1.00005834  =   0.99998907
 TF2103!UTM  14      -   0.99993073  x   0.99992522  =   0.99985596
 TF2103
 TF2103|---------------------------------------------------------------------|
 TF2103| PID    Reference Object                     Distance      Geod. Az  |
 TF2103|                                                           dddmmss.s |
 TF2103| CQ6958 ANTLER RM 1                          18.403 METERS 08934     |
 TF2103| CQ6957 ANTLER AZ MK                                       0894809.4 |
 TF2103| CQ6959 ANTLER RM 2                          16.806 METERS 26948     |
 TF2103|---------------------------------------------------------------------|
 TF2103
 TF2103                          SUPERSEDED SURVEY CONTROL
 TF2103
 TF2103  NAD 83(1986)-  48 58 48.73324(N)    101 13 25.29419(W) AD(       ) 2
 TF2103  NAD 27      -  48 58 48.66260(N)    101 13 23.72730(W) AD(       ) 2
 TF2103
 TF2103.Superseded values are not recommended for survey control.
 TF2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2103.See file dsdata.txt to determine how the superseded data were derived.
 TF2103
 TF2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3729527638(NAD 83)
 TF2103_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TF2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2103+STABILITY: SURFACE MOTION
 TF2103
 TF2103  HISTORY     - Date     Condition        Report By
 TF2103  HISTORY     - 1963     MONUMENTED       CGS
 TF2103  HISTORY     - 1966     GOOD             IBC
 TF2103
 TF2103                          STATION DESCRIPTION
 TF2103
 TF2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2103'THE STATION IS LOCATED ABOUT 2-3/4 MILES EAST AND 3/4 MILE
 TF2103'NORTH OF ANTLER IN THE NORTHWEST 1/4 OF SECTION 6, T63N AND
 TF2103'R82W AND ON THE ROAD RIGHT-OF-WAY.
 TF2103'
 TF2103'TO REACH THE STATION FROM THE POST OFFICE IN ANTLER, GO SOUTH
 TF2103'FOR 0.3 MILE TO A T INTERSECTION, TURN LEFT, GO EAST FOR 3.1
 TF2103'MILES TO A CROSSROADS, TURN LEFT, GO NORTH FOR 1.0 MILE TO A
 TF2103'CROSSROADS AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE, TURN
 TF2103'LEFT, GO WEST ON A DIM TRACK ROAD FOR 0.5 MILE TO THE STATION
 TF2103'MARK ON THE LEFT.
 TF2103'
 TF2103'THE STATION MARK IS A STANDARD DISK, STAMPED ANTLER 1963,
 TF2103'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2103'2 INCHES.  IT IS 188.9 FEET EAST-NORTHEAST OF A TELEPHONE POLE,
 TF2103'21 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 12 FEET WEST
 TF2103'OF A FENCE CORNER POST.
 TF2103'
 TF2103'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ANTLER
 TF2103'NO 1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2103'PROJECTING 2 INCHES.  IT IS 48 FEET EAST OF A FENCE CORNER POST,
 TF2103'24 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTH
 TF2103'OF A FENCE.
 TF2103'
 TF2103'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ANTLER
 TF2103'NO 2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2103'PROJECTING 2 INCHES.  IT IS 135 FEET EAST-NORTHEAST OF A
 TF2103'TELEPHONE POLE, 15 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 TF2103'AND 1 FOOT NORTH OF FENCE.
 TF2103'
 TF2103'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTLER 1963,
 TF2103'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2103'3 INCHES.  IT IS 87 FEET WEST OF THE CENTER OF A GRAVELED
 TF2103'ROAD, 19 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 5 FEET
 TF2103'NORTH OF A FENCE AND 4.6 FEET NORTH OF THE WITNESS POST.
 TF2103
 TF2103                          STATION RECOVERY (1966)
 TF2103
 TF2103'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (WRH)
 TF2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0210 ***********************************************************************
 RQ0210  DESIGNATION -  AP STA B
 RQ0210  PID         -  RQ0210
 RQ0210  STATE/COUNTY-  ND/STUTSMAN
 RQ0210  USGS QUAD   -  JAMESTOWN (1990)
 RQ0210
 RQ0210                         *CURRENT SURVEY CONTROL
 RQ0210  ___________________________________________________________________
 RQ0210* NAD 83(1986)-  46 55 28.     (N)    098 41 12.     (W)     SCALED    
 RQ0210* NAVD 88     -       454.913  (meters)    1492.49   (feet)  ADJUSTED  
 RQ0210  ___________________________________________________________________
 RQ0210  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 RQ0210  DYNAMIC HT  -         454.933 (meters)    1492.56  (feet)  COMP
 RQ0210  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 RQ0210
 RQ0210  VERT ORDER  -  SECOND    CLASS 0
 RQ0210
 RQ0210.This mark is at Jamestown Airport (JMS)
 RQ0210
 RQ0210.The horizontal coordinates were scaled from a topographic map and have
 RQ0210.an estimated accuracy of +/- 6 seconds.
 RQ0210
 RQ0210.The orthometric height was determined by differential leveling
 RQ0210.and adjusted by the National Geodetic Survey in June 1991..
 RQ0210
 RQ0210.The geoid height was determined by GEOID03.
 RQ0210
 RQ0210.The dynamic height is computed by dividing the NAVD 88
 RQ0210.geopotential number by the normal gravity value computed on the
 RQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0210.degrees latitude (g = 980.6199 gals.).
 RQ0210
 RQ0210.The modeled gravity was interpolated from observed gravity values.
 RQ0210
 RQ0210;                    North         East    Units  Estimated Accuracy
 RQ0210;SPC ND S     -   141,410.      738,090.      MT  (+/- 180 meters Scaled)
 RQ0210
 RQ0210                          SUPERSEDED SURVEY CONTROL
 RQ0210
 RQ0210  NGVD 29 (??/??/92)  454.530  (m)         1491.24   (f) ADJ UNCH    2 0
 RQ0210
 RQ0210.Superseded values are not recommended for survey control.
 RQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0210.See file dsdata.txt to determine how the superseded data were derived.
 RQ0210
 RQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS238968(NAD 83)
 RQ0210_MARKER: DT = TOPOGRAPHIC STATION DISK
 RQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0210_STAMPING: AP 1966 STA B
 RQ0210_MARK LOGO: CGS   
 RQ0210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0210+STABILITY: SURFACE MOTION
 RQ0210
 RQ0210  HISTORY     - Date     Condition        Report By
 RQ0210  HISTORY     - 1966     MONUMENTED       CGS
 RQ0210  HISTORY     - 1982     GOOD             NGS
 RQ0210  HISTORY     - 1982     GOOD             LOCSUR
 RQ0210  HISTORY     - 19910724 GOOD             NGS
 RQ0210
 RQ0210                          STATION DESCRIPTION
 RQ0210
 RQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RQ0210'2 MI NE FROM JAMESTOWN.
 RQ0210'TO REACH FROM THE TERMINAL BLDG. AT THE JAMESTOWN MUNICIPAL AIRPORT,
 RQ0210'GO SW FOR ABOUT 0.4 MILES TO THE SW END OF THE NE-SW RUNWAY.  THE MARK
 RQ0210'IS SET IN A CONCRETE POST FLUSH WITH THE GROUND, 125.0 FEET NW OF THE
 RQ0210'CENTERLINE END OF THE SW END OF THE NE-SW RUNWAY.
 RQ0210
 RQ0210                          STATION RECOVERY (1982)
 RQ0210
 RQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0210'RECOVERED IN GOOD CONDITION.
 RQ0210
 RQ0210                          STATION RECOVERY (1982)
 RQ0210
 RQ0210'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 RQ0210'RECOVERED IN GOOD CONDITION.
 RQ0210
 RQ0210                          STATION RECOVERY (1991)
 RQ0210
 RQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RQ0210'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1966 STA B AND
 RQ0210'SET IN A CONCRETE POST FLUSH WITH THE GROUND, 125.0 NW OF THE
 RQ0210'CENTERLINE END OF THE SW END OF THE NE-SW RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1325 ***********************************************************************
 TG1325  DESIGNATION -  AP STA B
 TG1325  PID         -  TG1325
 TG1325  STATE/COUNTY-  ND/WILLIAMS
 TG1325  USGS QUAD   -  WILLISTON WEST (1976)
 TG1325
 TG1325                         *CURRENT SURVEY CONTROL
 TG1325  ___________________________________________________________________
 TG1325* NAD 83(1986)-  48 10 21.     (N)    103 37 42.     (W)     SCALED    
 TG1325* NAVD 88     -       573.648  (meters)    1882.04   (feet)  ADJUSTED  
 TG1325  ___________________________________________________________________
 TG1325  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1325  DYNAMIC HT  -         573.728 (meters)    1882.31  (feet)  COMP
 TG1325  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 TG1325
 TG1325  VERT ORDER  -  SECOND    CLASS 0
 TG1325
 TG1325.This mark is at Sloulin Fld Intl Airport (ISN)
 TG1325
 TG1325.The horizontal coordinates were scaled from a topographic map and have
 TG1325.an estimated accuracy of +/- 6 seconds.
 TG1325
 TG1325.The orthometric height was determined by differential leveling
 TG1325.and adjusted by the National Geodetic Survey in June 1991..
 TG1325
 TG1325.The geoid height was determined by GEOID03.
 TG1325
 TG1325.The dynamic height is computed by dividing the NAVD 88
 TG1325.geopotential number by the normal gravity value computed on the
 TG1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1325.degrees latitude (g = 980.6199 gals.).
 TG1325
 TG1325.The modeled gravity was interpolated from observed gravity values.
 TG1325
 TG1325;                    North         East    Units  Estimated Accuracy
 TG1325;SPC ND N     -   135,090.      367,410.      MT  (+/- 180 meters Scaled)
 TG1325
 TG1325                          SUPERSEDED SURVEY CONTROL
 TG1325
 TG1325  NGVD 29 (??/??/92)  573.166  (m)         1880.46   (f) ADJ UNCH    2 0
 TG1325
 TG1325.Superseded values are not recommended for survey control.
 TG1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1325.See file dsdata.txt to determine how the superseded data were derived.
 TG1325
 TG1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP019363(NAD 83)
 TG1325_MARKER: DT = TOPOGRAPHIC STATION DISK
 TG1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1325_STAMPING: AP 1965 STA B
 TG1325_MARK LOGO: CGS   
 TG1325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1325+STABILITY: SURFACE MOTION
 TG1325
 TG1325  HISTORY     - Date     Condition        Report By
 TG1325  HISTORY     - 1965     MONUMENTED       CGS
 TG1325  HISTORY     - 19920901 GOOD             NGS
 TG1325
 TG1325                          STATION DESCRIPTION
 TG1325
 TG1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TG1325'2 MI NW FROM WILLISTON.
 TG1325'2 MILES NORTH AND WEST OF THE POST OFFICE IN WILLISTON ALONG U.S.
 TG1325'HIGHWAY 2-85 AT SLOULIN FIELD AT THE SOUTHEAST CORNER OF THE FIELD
 TG1325'ABOUT 0.1 MILE WEST OF HIGHWAY 2-85, 100.0 FT NORTHEAST OF THE CL AT
 TG1325'RUNWAY END 29, 66.2 FT NORTH OF THE NORTHERNMOST THRESHOLD LIGHT,
 TG1325'155.5 FT EAST OF THE NORTHWEST END OF THE FIRST CL STRIPE.  A STANDARD
 TG1325'C AND GS TOPOGRAPHIC DISK SET IN A CONCRETE POST FLUSH WITH THE
 TG1325'GROUND, STAMPED AP 1965 STA B.
 TG1325
 TG1325                          STATION RECOVERY (1992)
 TG1325
 TG1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DLA)
 TG1325'THE STATION IS LOCATED ON SLOULIN FIELD INTERNATIONAL AIRPORT NEAR OLD
 TG1325'RUNWAY END 29.  THE STATION IS 100 FEET (30.5 M) NORTHEAST OF THE OLD
 TG1325'CENTERLINE END RUNWAY 29, 7.2 FEET (2.2 M) SOUTHEAST OF THE SOUTHEAST
 TG1325'EDGE OF THE OLD HOLDING PAD AND 73.7 FEET (22.5 M) NORTHEAST OF THE
 TG1325'NORTHEAST MOST BASE OF THE 1000 FOOT (304.8 M) APPROACH LIGHT BAR. THE
 TG1325'MARK IS A STANDARD TOPO DISK SET IN A CONCRETE POST FLUSH WITH THE
 TG1325'GROUND AND STAMPED AP 1965 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0937 ***********************************************************************
 TF0937  DESIGNATION -  AP STA B
 TF0937  PID         -  TF0937
 TF0937  STATE/COUNTY-  ND/WARD
 TF0937  USGS QUAD   -  BURLINGTON SE (1979)
 TF0937
 TF0937                         *CURRENT SURVEY CONTROL
 TF0937  ___________________________________________________________________
 TF0937* NAD 83(1986)-  48 16 04.     (N)    101 17 34.     (W)     SCALED    
 TF0937* NAVD 88     -       519.927  (meters)    1705.79   (feet)  ADJUSTED  
 TF0937  ___________________________________________________________________
 TF0937  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TF0937  DYNAMIC HT  -         520.015 (meters)    1706.08  (feet)  COMP
 TF0937  MODELED GRAV-     980,764.6   (mgal)                       NAVD 88
 TF0937
 TF0937  VERT ORDER  -  FIRST     CLASS II
 TF0937
 TF0937.This mark is at Minot Airport (MOT)
 TF0937
 TF0937.The horizontal coordinates were scaled from a topographic map and have
 TF0937.an estimated accuracy of +/- 6 seconds.
 TF0937
 TF0937.The orthometric height was determined by differential leveling
 TF0937.and adjusted by the National Geodetic Survey in June 1991..
 TF0937
 TF0937.The geoid height was determined by GEOID03.
 TF0937
 TF0937.The dynamic height is computed by dividing the NAVD 88
 TF0937.geopotential number by the normal gravity value computed on the
 TF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0937.degrees latitude (g = 980.6199 gals.).
 TF0937
 TF0937.The modeled gravity was interpolated from observed gravity values.
 TF0937
 TF0937;                    North         East    Units  Estimated Accuracy
 TF0937;SPC ND N     -   141,260.      541,150.      MT  (+/- 180 meters Scaled)
 TF0937
 TF0937                          SUPERSEDED SURVEY CONTROL
 TF0937
 TF0937  NGVD 29 (??/??/92)  519.560  (m)         1704.59   (f) ADJ UNCH    1 2
 TF0937
 TF0937.Superseded values are not recommended for survey control.
 TF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0937.See file dsdata.txt to determine how the superseded data were derived.
 TF0937
 TF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU298486(NAD 83)
 TF0937_MARKER: DT = TOPOGRAPHIC STATION DISK
 TF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0937_STAMPING: AP STA B 1954
 TF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0937+STABILITY: SURFACE MOTION
 TF0937
 TF0937  HISTORY     - Date     Condition        Report By
 TF0937  HISTORY     - 1954     MONUMENTED       CGS
 TF0937  HISTORY     - 1962     GOOD             NGS
 TF0937  HISTORY     - 1963     GOOD             NGS
 TF0937  HISTORY     - 1978     MARK NOT FOUND   NGS
 TF0937
 TF0937                          STATION DESCRIPTION
 TF0937
 TF0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0937'1.9 MI N FROM MINOT.
 TF0937'1.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE FIRST LUTHERAN CHURCH
 TF0937'AT MINOT, THENCE 0.1 MILE EAST ACROSS THE PORT O MINOT AIRPORT, ABOUT
 TF0937'0.5 MILE NORTH-NORTHEAST OF THE ADMINISTRATION BUILDING FOR THE
 TF0937'AIRPORT, AT THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST RUNWAY, 11.5
 TF0937'FEET SOUTHWEST OF THE MOST NORTHEASTERLY OF 6 LIGHTS AT THE END OF THE
 TF0937'RUNWAY, 0.5 NORTH OF THE NORTH CORNER OF THE ASPHALT PORTION OF THE
 TF0937'RUNWAY, ABOUT 0.3 FOOT BELOW THE LEVEL OF THE RUNWAY, AND SET IN THE
 TF0937'TOP OF A CONCRETE POST 0.4 FOOT BELOW THE LEVEL OF THE GROUND.
 TF0937
 TF0937                          STATION RECOVERY (1963)
 TF0937
 TF0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF0937'RECOVERED IN GOOD CONDITION.
 TF0937
 TF0937                          STATION RECOVERY (1978)
 TF0937
 TF0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TF0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0834 ***********************************************************************
 RR0834  DESIGNATION -  APPLE
 RR0834  PID         -  RR0834
 RR0834  STATE/COUNTY-  ND/BURLEIGH
 RR0834  USGS QUAD   -  SOLBERG BUTTE (1975)
 RR0834
 RR0834                         *CURRENT SURVEY CONTROL
 RR0834  ___________________________________________________________________
 RR0834* NAD 83(1996)-  46 53 43.58147(N)    100 32 24.19693(W)     ADJUSTED  
 RR0834* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 RR0834  ___________________________________________________________________
 RR0834  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 RR0834  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 RR0834
 RR0834  HORZ ORDER  -  SECOND
 RR0834
 RR0834.The horizontal coordinates were established by classical geodetic methods
 RR0834.and adjusted by the National Geodetic Survey in January 1998..
 RR0834
 RR0834.The orthometric height was scaled from a topographic map.
 RR0834
 RR0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0834
 RR0834.The geoid height was determined by GEOID03.
 RR0834
 RR0834;                    North         East     Units Scale Factor Converg.
 RR0834;SPC ND S     -   136,587.374   596,947.856   MT  0.99993641   -0 01 45.2
 RR0834;SPC ND S     -   448,121.31  1,958,490.34   iFT  0.99993641   -0 01 45.2
 RR0834;UTM  14      - 5,194,695.988   382,689.150   MT  0.99976914   -1 07 28.3
 RR0834
 RR0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0834!SPC ND S     -   0.99991887  x   0.99993641  =   0.99985528
 RR0834!UTM  14      -   0.99991887  x   0.99976914  =   0.99968803
 RR0834
 RR0834|---------------------------------------------------------------------|
 RR0834| PID    Reference Object                     Distance      Geod. Az  |
 RR0834|                                                           dddmmss.s |
 RR0834| CO4225 APPLE RM 1                           14.579 METERS 15911     |
 RR0834| CO4224 APPLE AZ MK                                        1750941.1 |
 RR0834| RR0835 MENOKEN RADIO STA KFYR MAST         APPROX. 4.5 KM 1840526.2 |
 RR0834| RR0833 1770                                 19.904 METERS 26008     |
 RR0834|---------------------------------------------------------------------|
 RR0834
 RR0834                          SUPERSEDED SURVEY CONTROL
 RR0834
 RR0834  NAD 83(1986)-  46 53 43.57225(N)    100 32 24.17710(W) AD(       ) 2
 RR0834  NAD 27      -  46 53 43.59500(N)    100 32 22.75500(W) AD(       ) 2
 RR0834
 RR0834.Superseded values are not recommended for survey control.
 RR0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0834.See file dsdata.txt to determine how the superseded data were derived.
 RR0834
 RR0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8268994696(NAD 83)
 RR0834_MARKER: DD = SURVEY DISK
 RR0834_SETTING: 0 = UNSPECIFIED SETTING
 RR0834
 RR0834  HISTORY     - Date     Condition        Report By
 RR0834  HISTORY     - 1945     MONUMENTED       CGS
 RR0834  HISTORY     - 1957     GOOD             CGS
 RR0834
 RR0834                          STATION DESCRIPTION
 RR0834
 RR0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0834'STATION IS LOCATED ABOUT 13 MILES NE OF THE CITY OF BISMARCK,
 RR0834'5.0 MILES N OF THE VILLAGE OF MENOKEN, 3.5 MILES N OF THE
 RR0834'704-FOOT KFYR RADIO MAST, 35 FEET E OF THE APPROXIMATE CENTER
 RR0834'LINE OF A GRADED DIRT ROAD, 21 FEET S OF A TRACK ROAD, AND 12
 RR0834'FEET SE OF A FENCE CORNERPOST.
 RR0834'
 RR0834'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 RR0834'IN TOP OF CONCRETE POSTS.  SURFACE MARK IS FLUSH WITH THE
 RR0834'GROUND AND THE DISK IS STAMPED APPLE 1945.
 RR0834'
 RR0834'REFERENCE MARK 1 IS 47.83 FEET S OF THE STATION, 30 FEET E
 RR0834'OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, AND 1
 RR0834'FOOT E OF A FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN
 RR0834'TOP OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE
 RR0834'DISK IS STAMPED APPLE NO 1 1945.
 RR0834'
 RR0834'B.M. NO. 1770 (U.S.G.S.) (R.M. 2) IS 65.31 FEET W OF THE STATION,
 RR0834'30 FEET W OF THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD,
 RR0834'AND 3 FEET N OF A NE FENCE CORNERPOST.  THE MARK IS A 4-INCH
 RR0834'IRON PIPE WITH A STANDARD U.S.G.S. DISK SET IN THE TOP OF PIPE.
 RR0834'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED B M 1770.
 RR0834'
 RR0834'AZIMUTH MARK IS 0.25 MILE S OF THE STATION, 37 FEET E OF THE
 RR0834'APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, AND 2 FEET W
 RR0834'OF A N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 RR0834'A CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 RR0834'STAMPED APPLE 1945.
 RR0834'
 RR0834'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO B.M. NO.
 RR0834'1770 (U.S.G.S.).  IT IS 19.905 METERS (65.31 FEET) W OF THE
 RR0834'STATION.
 RR0834'
 RR0834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 RR0834'AND 10 IN THE CITY OF BISMARCK, GO E ON U.S. HIGHWAY 83 AND 10
 RR0834'FOR 12.5 MILES TO A GRAVELED CROSS ROAD, TURN LEFT AND GO 2.45
 RR0834'MILES TO THE KFYR RADIO MAST ON THE LEFT.  CONTINUE ON N FOR
 RR0834'3.2 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RR0834'CONTINUE ON N FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 RR0834'DESCRIBED.
 RR0834'
 RR0834'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 RR0834
 RR0834                          STATION RECOVERY (1957)
 RR0834
 RR0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0834'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0834'CONDITION.  DUE TO SOME ROAD CHANGES A NEW DESCRIPTION TO
 RR0834'REACH FOLLOWS--
 RR0834'
 RR0834'TO REACH FROM BISMARCK, FROM THE JUNCTION OF U.S. HIGHWAYS
 RR0834'10 AND 83, GO EAST ON U.S. HIGHWAYS 10 AND 83 FOR 11.9 MILES
 RR0834'TO CROSSROADS AT A SMALL CEMETERY IN THE SOUTHEAST ANGLE,
 RR0834'TURN LEFT AND GO NORTH FOR 2.1 MILES TO THE KFYR TOWERS ON
 RR0834'THE LEFT, CONTINUE NORTH FOR 2.7 MILES TO THE AZIMUTH MARK
 RR0834'ON THE RIGHT AS DESCRIBED, CONTINUE NORTH FOR 0.25 MILE TO THE
 RR0834'STATION IN THE SOUTHEAST ANGLE OF A T-INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1159 ***********************************************************************
 TD1159  DESIGNATION -  ARDOCH
 TD1159  PID         -  TD1159
 TD1159  STATE/COUNTY-  ND/WALSH
 TD1159  USGS QUAD   -  ARDOCH (1972)
 TD1159
 TD1159                         *CURRENT SURVEY CONTROL
 TD1159  ___________________________________________________________________
 TD1159* NAD 83(1996)-  48 12 25.27784(N)    097 20 37.85597(W)     ADJUSTED  
 TD1159* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 TD1159  ___________________________________________________________________
 TD1159  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TD1159  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 TD1159
 TD1159  HORZ ORDER  -  FIRST
 TD1159
 TD1159.The horizontal coordinates were established by classical geodetic methods
 TD1159.and adjusted by the National Geodetic Survey in January 1998..
 TD1159
 TD1159.The orthometric height was scaled from a topographic map.
 TD1159
 TD1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1159
 TD1159.The geoid height was determined by GEOID03.
 TD1159
 TD1159;                    North         East     Units Scale Factor Converg.
 TD1159;SPC ND N     -   139,005.288   834,504.840   MT  0.99993812   +2 20 55.0
 TD1159;SPC ND N     -   456,054.09  2,737,876.77   iFT  0.99993812   +2 20 55.0
 TD1159;UTM  14      - 5,340,636.248   623,044.456   MT  0.99978603   +1 14 05.7
 TD1159
 TD1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1159!SPC ND N     -   0.99996478  x   0.99993812  =   0.99990290
 TD1159!UTM  14      -   0.99996478  x   0.99978603  =   0.99975082
 TD1159
 TD1159:                Primary Azimuth Mark                     Grid Az
 TD1159:SPC ND N     -  WARSAW ST STANISLAUS CATH CH             031 52 57.4
 TD1159:UTM  14      -  WARSAW ST STANISLAUS CATH CH             032 59 46.7
 TD1159
 TD1159|---------------------------------------------------------------------|
 TD1159| PID    Reference Object                     Distance      Geod. Az  |
 TD1159|                                                           dddmmss.s |
 TD1159| TD1175 WARSAW ST STANISLAUS CATH CH        APPROX.11.8 KM 0341352.4 |
 TD1159| TD1158 ARDOCH ST JOHN BAP CATH SPIRE       361.297 METERS 09712     |
 TD1159| TD1160 ARDOCH SCHSE BELFRY                 437.404 METERS 1020733.3 |
 TD1159| CO7281 ARDOCH AZ MK                                       1430058.2 |
 TD1159| CO7282 ARDOCH RM 1                          48.744 METERS 16708     |
 TD1159| CO7283 ARDOCH RM 2                          48.561 METERS 29018     |
 TD1159| TD1176 MINTO SACRED HEART E SPIRE          APPROX. 9.5 KM 3464455.3 |
 TD1159| TD1177 MINTO MUNICIPAL TANK                APPROX. 9.5 KM 3472127.5 |
 TD1159|---------------------------------------------------------------------|
 TD1159
 TD1159                          SUPERSEDED SURVEY CONTROL
 TD1159
 TD1159  NAD 83(1986)-  48 12 25.27520(N)    097 20 37.85426(W) AD(       ) 1
 TD1159  NAD 27      -  48 12 25.31918(N)    097 20 36.58210(W) AD(       ) 1
 TD1159
 TD1159.Superseded values are not recommended for survey control.
 TD1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1159.See file dsdata.txt to determine how the superseded data were derived.
 TD1159
 TD1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2304440636(NAD 83)
 TD1159_MARKER: DS = TRIANGULATION STATION DISK
 TD1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1159+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 TD1159
 TD1159  HISTORY     - Date     Condition        Report By
 TD1159  HISTORY     - 1967     MONUMENTED       CGS
 TD1159  HISTORY     - 1983     GOOD             LOCENG
 TD1159  HISTORY     - 20020409 GOOD             NDDT
 TD1159
 TD1159                          STATION DESCRIPTION
 TD1159
 TD1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1159'THE STATION IS IN THE NORTHWEST PART OF ARDOCH, ABOUT 0.2
 TD1159'MILE NORTHWEST OF THE POST OFFICE, ON SOUTH RIGHT-OF-WAY OF THE
 TD1159'SOO LINE RAILROAD.
 TD1159'
 TD1159'TO REACH THE STATION FROM THE POST OFFICE IN ARDOCH, GO
 TD1159'NORTH ON U.S. HIGHWAY 81 FOR 0.1 MILE TO A CROSS STREET.  TURN
 TD1159'LEFT AND GO WEST ON GRAVELED ROAD FOR 0.1 MILE TO THE STATION
 TD1159'ON THE RIGHT.
 TD1159'
 TD1159'STATION MARK IS A STANDARD DISK, STAMPED ARDOCH 1967, SET
 TD1159'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1159'THAT IS FLUSH WITH THE GROUND.  IT IS 310.0 FEET EAST OF
 TD1159'THE SOUTHEAST CORNER OF THE GREAT NORTHERN AND SOO LINE RAILROAD
 TD1159'DEPOT, 78.0 FEET EAST-NORTHEAST OF TELEPHONE LINE POLE NUMBER
 TD1159'1, 76.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 49.0
 TD1159'FEET NORTHEAST OF AN INTERSECTION OF CROSSROADS AND 31.0 FEET
 TD1159'EAST OF A GUY POLE FOR A TELEPHONE LINE POLE.  THE UNDERGROUND
 TD1159'MARK IS 54 INCHES BELOW THE GROUND SURFACE.
 TD1159'
 TD1159'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARDOCH NO 1 1967,
 TD1159'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1159'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 57.0 FEET
 TD1159'EAST-NORTHEAST OF A POWER LINE POLE, 39.0 FEET WEST-SOUTHWEST
 TD1159'OF THE CENTERLINE OF A TRACK ROAD AND ABOUT 2 FEET HIGHER
 TD1159'THAN THE STATION.
 TD1159'
 TD1159'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARDOCH NO 2 1967,
 TD1159'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1159'THAT IS FLUSH WITH THE GROUND.  IT IS 163.0 FEET EAST OF THE
 TD1159'SOUTHEAST CORNER OF THE DEPOT, 19.0 FEET SOUTH OF THE SOUTH
 TD1159'RAIL OF THE RAILROAD TRACKS, 19.0 FEET NORTHEAST OF THE
 TD1159'CENTERLINE OF A TRACK ROAD, 3.0 FEET EAST OF A TELEPHONE LINE
 TD1159'POLE, 2.1 FEET SOUTH OF A WITNESS POST AND ABOUT 1 FOOT HIGHER
 TD1159'THAN THE STATION.
 TD1159'
 TD1159'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARDOCH 1967, SET
 TD1159'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1159'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 64.7 FEET
 TD1159'EAST OF THE EAST RAIL OF A RAILROAD SIDING, 47.0 FEET WEST
 TD1159'OF THE CENTERLINE OF U.S. HIGHWAY 81, 36.0 FEET NORTH OF
 TD1159'THE CENTERLINE OF A TRACK ROAD, 20.5 FEET NORTHWEST OF THE
 TD1159'NORTH END OF A GALVANIZED CULVERT, 2.0 FEET NORTH OF A
 TD1159'TELEPHONE LINE POLE AND 1.4 FEET WEST OF A WITNESS POST.  TO
 TD1159'REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ARDOCH,
 TD1159'GO SOUTH ON U.S. HIGHWAY 81 FOR 0.25 MILE TO THE MARK ON
 TD1159'THE RIGHT.
 TD1159'
 TD1159'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 TD1159
 TD1159                          STATION RECOVERY (1983)
 TD1159
 TD1159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (AW)
 TD1159'ARDOCH 1967 RECOVERED GOOD.
 TD1159'
 TD1159'AZ MK RECOVERED GOOD.
 TD1159'
 TD1159'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST PART OF ARDOCH,
 TD1159'NORTH DAKOTA.
 TD1159
 TD1159                          STATION RECOVERY (2002)
 TD1159
 TD1159'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 TD1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1160 ***********************************************************************
 TD1160  DESIGNATION -  ARDOCH SCHSE BELFRY
 TD1160  PID         -  TD1160
 TD1160  STATE/COUNTY-  ND/WALSH
 TD1160  USGS QUAD   -  ARDOCH (1972)
 TD1160
 TD1160                         *CURRENT SURVEY CONTROL
 TD1160  ___________________________________________________________________
 TD1160* NAD 83(1996)-  48 12 22.30259(N)    097 20 17.14331(W)     ADJUSTED  
 TD1160* NAVD 88     -                                                        
 TD1160  ___________________________________________________________________
 TD1160  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 TD1160  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 TD1160
 TD1160  HORZ ORDER  -  THIRD
 TD1160
 TD1160.The horizontal coordinates were established by classical geodetic methods
 TD1160.and adjusted by the National Geodetic Survey in January 1998..
 TD1160
 TD1160
 TD1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1160
 TD1160.The geoid height was determined by GEOID03.
 TD1160
 TD1160;                    North         East     Units Scale Factor Converg.
 TD1160;SPC ND N     -   138,931.013   834,935.864   MT  0.99993808   +2 21 10.4
 TD1160;SPC ND N     -   455,810.41  2,739,290.89   iFT  0.99993808   +2 21 10.4
 TD1160;UTM  14      - 5,340,553.622   623,473.890   MT  0.99978733   +1 14 21.1
 TD1160
 TD1160                          SUPERSEDED SURVEY CONTROL
 TD1160
 TD1160  NAD 83(1986)-  48 12 22.29991(N)    097 20 17.14120(W) AD(       ) 4
 TD1160  NAD 27      -  48 12 22.34415(N)    097 20 15.86844(W) AD(       ) 3
 TD1160
 TD1160.Superseded values are not recommended for survey control.
 TD1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1160.See file dsdata.txt to determine how the superseded data were derived.
 TD1160
 TD1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2347440554(NAD 83)
 TD1160_MARKER: 75 = BELFRY
 TD1160
 TD1160  HISTORY     - Date     Condition        Report By
 TD1160  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1160
 TD1160                          STATION DESCRIPTION
 TD1160
 TD1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1160'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH BELFRY
 TD1160'ON THE SOUTH WALL OF THE ARDOCH SCHOOL.  IT IS LOCATED IN
 TD1160'THE CENTER OF TOWN 0.2 MILE EAST OF U.S. HIGHWAY 81 AND 120
 TD1160'FEET NORTH OF AN UNPAVED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1158 ***********************************************************************
 TD1158  DESIGNATION -  ARDOCH ST JOHN BAP CATH SPIRE
 TD1158  PID         -  TD1158
 TD1158  STATE/COUNTY-  ND/WALSH
 TD1158  USGS QUAD   -  ARDOCH (1972)
 TD1158
 TD1158                         *CURRENT SURVEY CONTROL
 TD1158  ___________________________________________________________________
 TD1158* NAD 83(1996)-  48 12 23.81229(N)    097 20 20.49447(W)     ADJUSTED  
 TD1158* NAVD 88     -                                                        
 TD1158  ___________________________________________________________________
 TD1158  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TD1158  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 TD1158
 TD1158  HORZ ORDER  -  THIRD
 TD1158
 TD1158.The horizontal coordinates were established by classical geodetic methods
 TD1158.and adjusted by the National Geodetic Survey in January 1998..
 TD1158
 TD1158
 TD1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1158
 TD1158.The geoid height was determined by GEOID03.
 TD1158
 TD1158;                    North         East     Units Scale Factor Converg.
 TD1158;SPC ND N     -   138,974.761   834,864.823   MT  0.99993810   +2 21 07.9
 TD1158;SPC ND N     -   455,953.94  2,739,057.82   iFT  0.99993810   +2 21 07.9
 TD1158;UTM  14      - 5,340,598.736   623,403.723   MT  0.99978711   +1 14 18.6
 TD1158
 TD1158                          SUPERSEDED SURVEY CONTROL
 TD1158
 TD1158  NAD 83(1986)-  48 12 23.80961(N)    097 20 20.49230(W) AD(       ) 4
 TD1158  NAD 27      -  48 12 23.85371(N)    097 20 19.21899(W) AD(       ) 3
 TD1158
 TD1158.Superseded values are not recommended for survey control.
 TD1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1158.See file dsdata.txt to determine how the superseded data were derived.
 TD1158
 TD1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2340440599(NAD 83)
 TD1158_MARKER: 90 = CHURCH SPIRE
 TD1158
 TD1158  HISTORY     - Date     Condition        Report By
 TD1158  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1158
 TD1158                          STATION DESCRIPTION
 TD1158
 TD1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1158'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH SPIRE
 TD1158'ON THE WEST WALL OF THE CHURCH.  IT IS LOCATED IN THE CENTER
 TD1158'OF TOWN, 0.2 MILE EAST OF U.S. HIGHWAY 81 AND 150 FEET NORTH
 TD1158'OF AN UNPAVED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1535 ***********************************************************************
 SL1535  DESIGNATION -  ARGUSVILLE
 SL1535  PID         -  SL1535
 SL1535  STATE/COUNTY-  ND/CASS
 SL1535  USGS QUAD   -  ARGUSVILLE (1976)
 SL1535
 SL1535                         *CURRENT SURVEY CONTROL
 SL1535  ___________________________________________________________________
 SL1535* NAD 83(1996)-  47 03 52.36970(N)    096 56 19.31949(W)     ADJUSTED  
 SL1535* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 SL1535  ___________________________________________________________________
 SL1535  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 SL1535  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL1535
 SL1535  HORZ ORDER  -  THIRD
 SL1535
 SL1535.The horizontal coordinates were established by classical geodetic methods
 SL1535.and adjusted by the National Geodetic Survey in January 1998..
 SL1535
 SL1535.The orthometric height was scaled from a topographic map.
 SL1535
 SL1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1535
 SL1535.The geoid height was determined by GEOID03.
 SL1535
 SL1535;                    North         East     Units Scale Factor Converg.
 SL1535;SPC ND S     -   161,516.248   870,424.028   MT  0.99994389   +2 35 51.2
 SL1535;SPC ND S     -   529,908.95  2,855,721.88   iFT  0.99994389   +2 35 51.2
 SL1535;UTM  14      - 5,214,398.777   656,520.311   MT  0.99990110   +1 30 33.9
 SL1535
 SL1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1535!SPC ND S     -   0.99996172  x   0.99994389  =   0.99990561
 SL1535!UTM  14      -   0.99996172  x   0.99990110  =   0.99986282
 SL1535
 SL1535|---------------------------------------------------------------------|
 SL1535| PID    Reference Object                     Distance      Geod. Az  |
 SL1535|                                                           dddmmss.s |
 SL1535| CO9036 ARGUSVILLE RM 1                      24.750 METERS 03801     |
 SL1535| CO9037 ARGUSVILLE RM 2                      33.388 METERS 15635     |
 SL1535| CO9035 M 47                                               3481004.5 |
 SL1535|---------------------------------------------------------------------|
 SL1535
 SL1535                          SUPERSEDED SURVEY CONTROL
 SL1535
 SL1535  NAD 83(1986)-  47 03 52.36902(N)    096 56 19.31097(W) AD(       ) 3
 SL1535  NAD 27      -  47 03 52.47600(N)    096 56 18.01100(W) AD(       ) 3
 SL1535
 SL1535.Superseded values are not recommended for survey control.
 SL1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1535.See file dsdata.txt to determine how the superseded data were derived.
 SL1535
 SL1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5652014399(NAD 83)
 SL1535_MARKER: DS = TRIANGULATION STATION DISK
 SL1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1535
 SL1535  HISTORY     - Date     Condition        Report By
 SL1535  HISTORY     - 1954     MONUMENTED       CGS
 SL1535  HISTORY     - 1962     GOOD             CGS
 SL1535
 SL1535                          STATION DESCRIPTION
 SL1535
 SL1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1535'THE STATION IS IN THE NORTHWEST QUARTER OF SEC. 6, T. 141 N., R. 49
 SL1535'W. ON THE WEST RIGHT-OF-WAY OF THE GREAT NORTHERN RAILROAD.  IT
 SL1535'IS 1 MILE NORTH OF ARGUSVILLE AND ABOUT 150 FEET WEST OF U.S.
 SL1535'HIGHWAY 81.
 SL1535'
 SL1535'TO REACH FROM ARGUSVILLE GO NORTH ON U.S. HIGHWAY 81 FOR 0.9
 SL1535'MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE BETWEEN
 SL1535'THE RAILROAD AND THE DIRT ROAD WEST OF THE RAILROAD.
 SL1535'
 SL1535'THE STATION MARK IS 85 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 SL1535'GRAVEL ROAD, 81 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL
 SL1535'CONCRETE BRIDGE UNDER THE RAILROAD TRACK, 72.5 FEET WEST OF THE
 SL1535'WEST RAIL OF THE RAILROAD, 21 FEET SOUTHWEST OF A TELEGRAPH
 SL1535'POLE, 8 FEET SOUTHEAST OF A WITNESS POST AND PROJECTS 4 INCHES.
 SL1535'THE DISK IS STAMPED ARGUSVILLE 1954.
 SL1535'
 SL1535'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS A STANDARD
 SL1535'DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 SL1535'SMALL CONCRETE BRIDGE UNDER THE RAILROAD.  THE DISK IS STAMPED
 SL1535'ARGUSVILLE NO 1 1954.
 SL1535'
 SL1535'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 55 FEET WEST OF
 SL1535'THE WEST RAIL OF THE RAILROAD, 2 FEET NORTH OF A TELEGRAPH POLE
 SL1535'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED ARGUSVILLE NO 2
 SL1535'1954.
 SL1535'
 SL1535'THE AZIMUTH MARK, 0.3 MILE NORTH OF THE STATION, IS A U.S.
 SL1535'COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A DRILL HOLE
 SL1535'IN THE NORTHWEST CORNER OF A SQUARE CONCRETE CULVERT UNDER THE
 SL1535'RAILROAD TRACK.  IT IS 8.5 FEET WEST OF THE WEST RAIL OF THE
 SL1535'RAILROAD AND THE DISK IS STAMPED M 47 1934.
 SL1535'
 SL1535'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 SL1535'HIGHWAY 81 FOR 0.3 MILE TO THE SQUARE CONCRETE CULVERT UNDER THE
 SL1535'RAILROAD ON THE LEFT.
 SL1535'
 SL1535'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 SL1535
 SL1535                          STATION RECOVERY (1962)
 SL1535
 SL1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 SL1535'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SL1535'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 SL1535'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1956 ***********************************************************************
 TE1956  DESIGNATION -  ARMOUR
 TE1956  PID         -  TE1956
 TE1956  STATE/COUNTY-  ND/TOWNER
 TE1956  USGS QUAD   -  HANSBORO SW (1970)
 TE1956
 TE1956                         *CURRENT SURVEY CONTROL
 TE1956  ___________________________________________________________________
 TE1956* NAD 83(1996)-  48 51 45.62274(N)    099 22 56.45386(W)     ADJUSTED  
 TE1956* NAVD 88     -       504.3    (meters)    1655.     (feet)  VERTCON   
 TE1956  ___________________________________________________________________
 TE1956  LAPLACE CORR-          -7.96  (seconds)                    DEFLEC99
 TE1956  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 TE1956
 TE1956  HORZ ORDER  -  SECOND
 TE1956
 TE1956.The horizontal coordinates were established by classical geodetic methods
 TE1956.and adjusted by the National Geodetic Survey in January 1998..
 TE1956
 TE1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1956
 TE1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1956
 TE1956.The geoid height was determined by GEOID03.
 TE1956
 TE1956;                    North         East     Units Scale Factor Converg.
 TE1956;SPC ND N     -   207,700.405   682,004.611   MT  1.00002822   +0 49 54.1
 TE1956;SPC ND N     -   681,431.77  2,237,547.94   iFT  1.00002822   +0 49 54.1
 TE1956;UTM  14      - 5,412,260.441   471,957.304   MT  0.99960966   -0 17 16.7
 TE1956
 TE1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1956!SPC ND N     -   0.99992451  x   1.00002822  =   0.99995273
 TE1956!UTM  14      -   0.99992451  x   0.99960966  =   0.99953420
 TE1956
 TE1956:                Primary Azimuth Mark                     Grid Az
 TE1956:SPC ND N     -  JIM                                      084 12 58.8
 TE1956:UTM  14      -  JIM                                      085 20 09.6
 TE1956
 TE1956|---------------------------------------------------------------------|
 TE1956| PID    Reference Object                     Distance      Geod. Az  |
 TE1956|                                                           dddmmss.s |
 TE1956| TE1901 JIM                                 APPROX.10.2 KM 0850252.9 |
 TE1956| CO7287 ARMOUR RM 1                          16.568 METERS 09048     |
 TE1956| CO7288 ARMOUR RM 2                          16.243 METERS 26906     |
 TE1956|---------------------------------------------------------------------|
 TE1956
 TE1956                          SUPERSEDED SURVEY CONTROL
 TE1956
 TE1956  NAD 83(1986)-  48 51 45.62289(N)    099 22 56.43045(W) AD(       ) 2
 TE1956  NAD 27      -  48 51 45.59600(N)    099 22 54.92192(W) AD(       ) 2
 TE1956  NGVD 29 (07/19/86)  503.9    (m)         1653.     (f) VERT ANG       
 TE1956
 TE1956.Superseded values are not recommended for survey control.
 TE1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1956.See file dsdata.txt to determine how the superseded data were derived.
 TE1956
 TE1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7195712260(NAD 83)
 TE1956_MARKER: DD = SURVEY DISK
 TE1956_SETTING: 0 = UNSPECIFIED SETTING
 TE1956
 TE1956  HISTORY     - Date     Condition        Report By
 TE1956  HISTORY     - 1968     MONUMENTED       USGS
 TE1956
 TE1956                          STATION DESCRIPTION
 TE1956
 TE1956'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1956'THE STATION IS ABOUT 6 MI S. OF HANSBORO, N. DAK., NEAR THE QUARTER
 TE1956'COR. BETWEEN SECS. 7 AND 18, T. 162 N., R. 67 W., 96 FT S. AND
 TE1956'101 FT E. OF THE CENTER OF HWY., STATE 5 AND U.S. 281 AND FIELD
 TE1956'DRIVE S.
 TE1956'
 TE1956'TO REACH THE STATION FROM THE JCT. OF HWYS. U. S. 281, STATE 5, AND
 TE1956'STATE 69, GO W. ON STATE HWY. 5 AND U. S. 281 0.5 MI AND STATION
 TE1956'ON LEFT (S.).
 TE1956'
 TE1956'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1956'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1956'TO WITHIN 1 IN. OF CAP, STAMPED ET ARMOUR 1968, STATION IS FLUSH
 TE1956'WITH THE GROUND, 96 FT S. AND 101 FT E. OF CENTER OF HWY., STATE 5
 TE1956'AND U. S. 281 AND FIELD DRIVE S., 6 FT N. AND 4 FT W. OF HIGH
 TE1956'LINE POLE, 6 FT N. OF USGS WITNESS POST.
 TE1956'
 TE1956'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1956'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1956'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ARMOUR NO 1 1968, MARK IS
 TE1956'FLUSH WITH THE GROUND, 97 FT S. AND 155 FT E. OF CENTER OF HWY.,
 TE1956'STATE 5 AND U. S. 281 AND FIELD DRIVE S., 3 FT N. OF RIGHT-OF-WAY
 TE1956'POST.
 TE1956'
 TE1956'AZIMUTH MARK - MOUNTVIEW LUTHERAN CHURCH SPIRE 0.1 MI E. OF THE
 TE1956'COR. OF SEC. 23, 24, 25 AND 26, T. 162 N., R. 68 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1927 ***********************************************************************
 TE1927  DESIGNATION -  ARNDT
 TE1927  PID         -  TE1927
 TE1927  STATE/COUNTY-  ND/TOWNER
 TE1927  USGS QUAD   -  SNYDER LAKE (1962)
 TE1927
 TE1927                         *CURRENT SURVEY CONTROL
 TE1927  ___________________________________________________________________
 TE1927* NAD 83(1996)-  48 37 52.56781(N)    099 13 50.48459(W)     ADJUSTED  
 TE1927* NAVD 88     -       468.6    (meters)    1537.     (feet)  VERTCON   
 TE1927  ___________________________________________________________________
 TE1927  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 TE1927  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 TE1927
 TE1927  HORZ ORDER  -  SECOND
 TE1927
 TE1927.The horizontal coordinates were established by classical geodetic methods
 TE1927.and adjusted by the National Geodetic Survey in January 1998..
 TE1927
 TE1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1927
 TE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1927
 TE1927.The geoid height was determined by GEOID03.
 TE1927
 TE1927;                    North         East     Units Scale Factor Converg.
 TE1927;SPC ND N     -   182,143.034   693,555.362   MT  0.99998137   +0 56 40.3
 TE1927;SPC ND N     -   597,582.13  2,275,444.10   iFT  0.99998137   +0 56 40.3
 TE1927;UTM  14      - 5,386,492.685   483,002.542   MT  0.99960355   -0 10 23.3
 TE1927
 TE1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1927!SPC ND N     -   0.99993019  x   0.99998137  =   0.99991156
 TE1927!UTM  14      -   0.99993019  x   0.99960355  =   0.99953377
 TE1927
 TE1927|---------------------------------------------------------------------|
 TE1927| PID    Reference Object                     Distance      Geod. Az  |
 TE1927|                                                           dddmmss.s |
 TE1927| CO7289 ARNDT RM 1                           22.113 METERS 09049     |
 TE1927| TE1973 CANDO MUNICIPAL WATER TANK          APPROX.15.6 KM 1713710.1 |
 TE1927| TE1127 P 61                                167.619 METERS 22626     |
 TE1927| CO7290 ARNDT RM 2                           20.618 METERS 27038     |
 TE1927| TE1936 ROBERT                              APPROX. 3.7 KM 3330214.1 |
 TE1927|---------------------------------------------------------------------|
 TE1927
 TE1927                          SUPERSEDED SURVEY CONTROL
 TE1927
 TE1927  NAD 83(1986)-  48 37 52.56715(N)    099 13 50.47303(W) AD(       ) 2
 TE1927  NAD 27      -  48 37 52.55207(N)    099 13 48.97345(W) AD(       ) 2
 TE1927  NGVD 29 (07/19/86)  468.2    (m)         1536.     (f) VERT ANG       
 TE1927
 TE1927.Superseded values are not recommended for survey control.
 TE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1927.See file dsdata.txt to determine how the superseded data were derived.
 TE1927
 TE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8300386493(NAD 83)
 TE1927_MARKER: DD = SURVEY DISK
 TE1927_SETTING: 0 = UNSPECIFIED SETTING
 TE1927
 TE1927  HISTORY     - Date     Condition        Report By
 TE1927  HISTORY     - 1968     MONUMENTED       USGS
 TE1927
 TE1927                          STATION DESCRIPTION
 TE1927
 TE1927'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1927'THE STATION IS LOCATED APPROX. 0.5 MI N. AND 7.0 MI E. OF THE
 TE1927'VILLAGE OF BISBEE, S. OF STATE HWY. 66, IN THE SE. COR. OF
 TE1927'CROSSROADS, NEAR THE COR. SECS. 31 AND 36, 1 AND 6.  TS. 159 AND
 TE1927'160 N., RS. 66 AND 67 W.
 TE1927'
 TE1927'TO REACH THE STATION FROM THE POST OFFICE IN BISBEE, GO NW. ALONG
 TE1927'RD. 0.3 MI TO STATE HWY. 66, TURN RIGHT (E.) AND GO 7.2 MI ALONG
 TE1927'STATE HWY. 66 TO STATION ON RIGHT (S.) SIDE HWY.
 TE1927'
 TE1927'STATION MARK, A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE1927'ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1927'TO 1 IN. OF CAP, STAMPED ET ARNDT 1968, 74 FT S. AND 292 FT E. OF
 TE1927'CENTER OF CROSSROADS, 6 FT N. AND 12 FT E. OF POWER POLE, 74 FT
 TE1927'S.  CENTER STATE HWY. 66, 4 FT N. USGS WITNESS POST.
 TE1927'
 TE1927'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER
 TE1927'COATED ROD, CENTERED IN 6 IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL
 TE1927'TO 1 IN. OF CAP, STAMPED ARNDT NO 1 1968, MARK IS FLUSH WITH THE
 TE1927'GROUND, E. OF THE STATION, 76 FT S. AND 364 FT E. OF CENTER OF
 TE1927'CROSSROADS.
 TE1927'
 TE1927'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER
 TE1927'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE1927'WITH GRAVEL TO 1 IN. OF CAP.  STAMPED ARNDT NO 2 1968, MARK IS
 TE1927'FLUSH WITH THE GROUND, W. OF THE STATION, 74 FT S. AND 224 FT E.
 TE1927'CENTER OF CROSSROADS.
 TE1927'
 TE1927'AZIMUTH MARK - USC AND GS MARK P 61 OBSERVED.
 TE1927'
 TE1927'REFERENCE AZIMUTH OBSERVED TO CENTER BALL, TOP SILVER MWT IN CANDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0793 ***********************************************************************
 SL0793  DESIGNATION -  ARNOLD
 SL0793  PID         -  SL0793
 SL0793  STATE/COUNTY-  ND/BARNES
 SL0793  USGS QUAD   -  PILLSBURY SE (1967)
 SL0793
 SL0793                         *CURRENT SURVEY CONTROL
 SL0793  ___________________________________________________________________
 SL0793* NAD 83(1996)-  47 00 28.13574(N)    097 45 49.07979(W)     ADJUSTED  
 SL0793* NAVD 88     -       382.997  (meters)    1256.55   (feet)  ADJUSTED  
 SL0793  ___________________________________________________________________
 SL0793  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 SL0793  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0793  DYNAMIC HT  -         383.028 (meters)    1256.65  (feet)  COMP
 SL0793  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SL0793
 SL0793  HORZ ORDER  -  FIRST
 SL0793  VERT ORDER  -  SECOND    CLASS 0
 SL0793
 SL0793.The horizontal coordinates were established by classical geodetic methods
 SL0793.and adjusted by the National Geodetic Survey in January 1998..
 SL0793
 SL0793.The orthometric height was determined by differential leveling
 SL0793.and adjusted by the National Geodetic Survey in June 1991..
 SL0793
 SL0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0793
 SL0793.The geoid height was determined by GEOID03.
 SL0793
 SL0793.The dynamic height is computed by dividing the NAVD 88
 SL0793.geopotential number by the normal gravity value computed on the
 SL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0793.degrees latitude (g = 980.6199 gals.).
 SL0793
 SL0793.The modeled gravity was interpolated from observed gravity values.
 SL0793
 SL0793;                    North         East     Units Scale Factor Converg.
 SL0793;SPC ND S     -   152,702.368   808,032.275   MT  0.99994041   +1 59 45.1
 SL0793;SPC ND S     -   500,992.02  2,651,024.52   iFT  0.99994041   +1 59 45.1
 SL0793;UTM  14      - 5,206,774.357   593,981.284   MT  0.99970855   +0 54 15.8
 SL0793
 SL0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0793!SPC ND S     -   0.99994395  x   0.99994041  =   0.99988436
 SL0793!UTM  14      -   0.99994395  x   0.99970855  =   0.99965252
 SL0793
 SL0793|---------------------------------------------------------------------|
 SL0793| PID    Reference Object                     Distance      Geod. Az  |
 SL0793|                                                           dddmmss.s |
 SL0793| CO4236 ARNOLD RM 1                          19.511 METERS 08919     |
 SL0793| SL0796 ARNOLD AZ MK                                       2261058.5 |
 SL0793| SL0795 ARNOLD RM 3                          21.110 METERS 27118     |
 SL0793| CO4237 ARNOLD RM 4                          32.098 METERS 30254     |
 SL0793| SL0794 ARNOLD RM 2                          24.393 METERS 33507     |
 SL0793|---------------------------------------------------------------------|
 SL0793
 SL0793                          SUPERSEDED SURVEY CONTROL
 SL0793
 SL0793  NAD 83(1986)-  47 00 28.13612(N)    097 45 49.06655(W) AD(       ) 1
 SL0793  NAD 27      -  47 00 28.21700(N)    097 45 47.69400(W) AD(       ) 1
 SL0793  NGVD 29 (??/??/92)  382.644  (m)         1255.39   (f) ADJ UNCH    2 0
 SL0793
 SL0793.Superseded values are not recommended for survey control.
 SL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0793.See file dsdata.txt to determine how the superseded data were derived.
 SL0793
 SL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9398106774(NAD 83)
 SL0793_MARKER: DS = TRIANGULATION STATION DISK
 SL0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0793_STAMPING: ARNOLD 1954
 SL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0793+STABILITY: SURFACE MOTION
 SL0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0793+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 SL0793
 SL0793  HISTORY     - Date     Condition        Report By
 SL0793  HISTORY     - 1954     MONUMENTED       CGS
 SL0793  HISTORY     - 1963     GOOD             CGS
 SL0793  HISTORY     - 1964     GOOD             CGS
 SL0793  HISTORY     - 1964     GOOD             NGS
 SL0793  HISTORY     - 1967     GOOD             USAF
 SL0793  HISTORY     - 20030110 GOOD             NDDT
 SL0793
 SL0793                          STATION DESCRIPTION
 SL0793
 SL0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL0793'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 26, T. 141
 SL0793'N., R. 56 W. ON LAND OWNED BY MR. W.H. MARSH.  IT IS ABOUT
 SL0793'5-1/2 MILES NORTH AND 1 MILE EAST OF ORISKA AND 1-3/4 MILES
 SL0793'NORTHEAST OF THE HISTORIC SITE OF CAMP ARNOLD.
 SL0793'
 SL0793'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 SL0793'32, ABOUT 1/2 MILE SOUTH OF ORISKA, GO NORTH ON STATE HIGHWAY
 SL0793'32 FOR 6.0 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON
 SL0793'THE GRAVEL ROAD FOR 1.25 MILES TO A FARMYARD ON THE LEFT
 SL0793'AND THE STATION NEAR THE SOUTHEAST CORNER OF THE FARMYARD.
 SL0793'
 SL0793'THE STATION MARK IS 40 FEET NORTH OF THE CENTER OF THE GRAVEL
 SL0793'ROAD, 19 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FARMYARD
 SL0793'FENCE, 4.5 FEET EAST OF A WITNESS POST, 2 FEET SOUTH OF A
 SL0793'WOVEN-WIRE FENCE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 SL0793'ARNOLD 1954.
 SL0793'
 SL0793'REFERENCE MARK NO. 1, EAST OF AND 1 FOOT LOWER THAN THE
 SL0793'STATION, IS 41 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 SL0793'1 FOOT SOUTH OF A WOVEN-WIRE FENCE AND PROJECTS 2 INCHES.
 SL0793'THE DISK IS STAMPED ARNOLD NO. 1 1954.
 SL0793'
 SL0793'REFERENCE MARK NO. 2, NORTH-NORTHWEST OF AND 2 FEET LOWER
 SL0793'THAN THE STATION, IS 51 FEET NORTH-NORTHEAST OF A LONE TREE
 SL0793'ON THE EAST SIDE OF THE HOUSE, 3 FEET SOUTH-SOUTHEAST OF THE
 SL0793'SOUTH ONE OF TWO TREES AND PROJECTS 3 INCHES.  THE DISK IS
 SL0793'STAMPED ARNOLD NO. 2 1954.
 SL0793'
 SL0793'THE AZIMUTH MARK, 0.35 MILE SOUTHWEST OF THE STATION, IS
 SL0793'53 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF
 SL0793'A WITNESS POST, 1 FOOT SOUTH OF A POWER POLE AND PROJECTS
 SL0793'6 INCHES.  THE DISK IS STAMPED ARNOLD 1954.
 SL0793'
 SL0793'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 SL0793'GRAVEL ROAD FOR 0.25 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH
 SL0793'FOR 0.25 MILE TO THE AZIMUTH MARK BY A POWER POLE ON THE LEFT.
 SL0793'
 SL0793'HEIGHT OF LIGHT ABOVE STATION MARK 26 METER
 SL0793
 SL0793                          STATION RECOVERY (1963)
 SL0793
 SL0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL0793'STATION RECOVERED AS DESCRIBED AND STATION MARK, R.M. NO. 2
 SL0793'AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS
 SL0793'NOT RECOVERED AND HAD PROBABLY BEEN DESTROYED WHEN THE ROAD
 SL0793'PAST THE STATION WAS WIDENED.  ONE REFERENCE MARK WAS SET TO
 SL0793'REPLACE THE ONE THAT HAD BEEN DESTROYED.
 SL0793'
 SL0793'THE STATION MARK IS ABOUT 68.5 FEET EAST OF THE SOUTHEAST
 SL0793'CORNER OF A SMALL FARMHOUSE, 40 FEET NORTH OF THE CENTERLINE
 SL0793'OF THE ROAD AND 4.5 FEET EAST OF A WITNESS POST.
 SL0793'
 SL0793'R.M. NO. 2 IS NORTH-NORTHWEST OF THE STATION, 3 FEET SOUTH-SOUTHEAST
 SL0793'OF THE SOUTH ONE OF TWO TREES AND IS FLUSH WITH THE GROUND.
 SL0793'
 SL0793'R.M. NO. 3 IS WEST OF THE STATION AND IS 1.5 FEET EAST OF
 SL0793'THE SOUTHEAST CORNER OF A SMALL VACANT HOUSE.  THE MARK PROJECTS
 SL0793'ABOUT 2 INCHES AND THE DISK IS STAMPED ARNOLD NO 3 1954.
 SL0793'
 SL0793'THE AZIMUTH MARK WAS RECOVERED AS ORIGINALLY DESCRIBED.
 SL0793'
 SL0793'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94
 SL0793'AND STATE HIGHWAY 32, ABOUT 0.5 MILE SOUTH OF ORISKA, GO NORTH
 SL0793'ON STATE HIGHWAY 32 FOR 6.0 MILES TO CROSSROADS, TURN RIGHT AND
 SL0793'GO EAST ON GRAVEL ROAD FOR 1.25 MILES TO A SMALL VACANT
 SL0793'FARMHOUSE ON LEFT AND STATION TO EAST OF HOUSE AS DESCRIBED.
 SL0793
 SL0793                          STATION RECOVERY (1964)
 SL0793
 SL0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 SL0793'THE STATION MAY BE REACHED BY GOING 5.15 MILES NORTH ALONG
 SL0793'STATE HIGHWAY 32 FROM THE CROSSING OF THE NORTHERN PACIFIC
 SL0793'RAILWAY AT ORISKA, THENCE 1.45 MILES EAST ALONG A GRAVELED
 SL0793'ROAD, SET NEAR THE SOUTHEAST CORNER OF A YARD, 37-1/2 FEET
 SL0793'NORTH OF THE CENTER LINE OF THE ROAD, IN SECTION 22, R 56 W,
 SL0793'T 141 N, 54 FEET EAST OF THE SOUTHEAST CORNER OF SMALL FARM
 SL0793'HOUSE, 14-1/2 FEET EAST OF A FENCE CORNER, 4-1/2 FEET EAST
 SL0793'OF A 4-BY-4-INCH WOODEN WITNESS POST, SET IN THE TOP OF A
 SL0793'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 SL0793'GROUND.
 SL0793'
 SL0793'R.M. NO. 2 IS 80.1 FEET NORTHWEST OF THE STATION, 44 FEET
 SL0793'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 3 FEET SOUTHEAST OF
 SL0793'A 12-INCH ASH TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0793'1 INCH ABOVE THE LEVEL OF THE GROUND.
 SL0793'
 SL0793'R.M. NO. 3 IS 68.9 FEET WEST OF THE STATION, 39 FEET NORTH
 SL0793'OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF THE EAST
 SL0793'SIDE OF HOUSE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0793'2 INCHES ABOVE THE GROUND.  THE AZIMUTH MARK IS LOCATED
 SL0793'ABOUT 0.5 MILE SOUTHWEST OF THE STATION, 0.25 MILE SOUTH OF
 SL0793'A ROAD INTERSECTION, IN LINE WITH ROW OF POLES, 52-1/2 FEET
 SL0793'EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 1-1/2 FEET
 SL0793'SOUTH OF A POLE, SET IN TOP OF CONCRETE POST PROJECTING
 SL0793'5 INCHES ABOVE GROUND.
 SL0793
 SL0793                          STATION RECOVERY (1964)
 SL0793
 SL0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0793'6.6 MI NE FROM ORISKA.
 SL0793'5.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0793'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE 1.45 MILES EAST ALONG A
 SL0793'GRAVELED ROAD, NEAR THE SOUTHEAST CORNER OF A YARD AT A SMALL FARM
 SL0793'HOUSE, 37 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN SECTION
 SL0793'22, R 56 W, T 141 N, 54 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL
 SL0793'FARM HOUSE, 14 1/2 FEET EAST OF A FENCE CORNER, 4 1/2 FEET EAST OF A
 SL0793'4-BY-4-INCH WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 SL0793'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 SL0793'GROUND.
 SL0793
 SL0793                          STATION RECOVERY (1967)
 SL0793
 SL0793'RECOVERY NOTE BY US AIR FORCE 1967
 SL0793'RECOVERED IN GOOD CONDITION.
 SL0793
 SL0793                          STATION RECOVERY (2003)
 SL0793
 SL0793'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (LP)
 SL0793'TO REACH FROM CENTERLINE OF I-94 ORISKA INTERCHANGE (EXIT 302), GO
 SL0793'NORTH 6.0 MILES TO GRAVEL ROAD ON THE EAST, THENCE EAST 1.25 MILES TO
 SL0793'STATION ON TOP OF KNOLL, 40 FEET NORTH OF CENTERLINE OF GRAVEL ROAD,
 SL0793'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 SL0793'ALL OTHER PREVIOUS FEATURE TIES HAVE BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0796 ***********************************************************************
 SL0796  DESIGNATION -  ARNOLD AZ MK
 SL0796  PID         -  SL0796
 SL0796  STATE/COUNTY-  ND/BARNES
 SL0796  USGS QUAD   -  PILLSBURY SE (1967)
 SL0796
 SL0796                         *CURRENT SURVEY CONTROL
 SL0796  ___________________________________________________________________
 SL0796* NAD 83(1986)-  47 00 17.     (N)    097 46 08.     (W)     SCALED    
 SL0796* NAVD 88     -       380.248  (meters)    1247.53   (feet)  ADJUSTED  
 SL0796  ___________________________________________________________________
 SL0796  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL0796  DYNAMIC HT  -         380.278 (meters)    1247.63  (feet)  COMP
 SL0796  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 SL0796
 SL0796  VERT ORDER  -  SECOND    CLASS 0
 SL0796
 SL0796.The horizontal coordinates were scaled from a topographic map and have
 SL0796.an estimated accuracy of +/- 6 seconds.
 SL0796
 SL0796.The orthometric height was determined by differential leveling
 SL0796.and adjusted by the National Geodetic Survey in June 1991..
 SL0796
 SL0796.The geoid height was determined by GEOID03.
 SL0796
 SL0796.The dynamic height is computed by dividing the NAVD 88
 SL0796.geopotential number by the normal gravity value computed on the
 SL0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0796.degrees latitude (g = 980.6199 gals.).
 SL0796
 SL0796.The modeled gravity was interpolated from observed gravity values.
 SL0796
 SL0796;                    North         East    Units  Estimated Accuracy
 SL0796;SPC ND S     -   152,350.      807,650.      MT  (+/- 180 meters Scaled)
 SL0796
 SL0796                          SUPERSEDED SURVEY CONTROL
 SL0796
 SL0796  NGVD 29 (??/??/92)  379.895  (m)         1246.37   (f) ADJ UNCH    2 0
 SL0796
 SL0796.Superseded values are not recommended for survey control.
 SL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0796.See file dsdata.txt to determine how the superseded data were derived.
 SL0796
 SL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT935064(NAD 83)
 SL0796_MARKER: DZ = AZIMUTH MARK DISK
 SL0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0796_STAMPING: ARNOLD 1954
 SL0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0796+STABILITY: SURFACE MOTION
 SL0796
 SL0796  HISTORY     - Date     Condition        Report By
 SL0796  HISTORY     - 1954     MONUMENTED       CGS
 SL0796  HISTORY     - 1964     GOOD             NGS
 SL0796
 SL0796                          STATION DESCRIPTION
 SL0796
 SL0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0796'6.35 MI NE FROM ORISKA.
 SL0796'5.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0796'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE 1.0 MILE EAST ALONG A
 SL0796'GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION
 SL0796'27, R 56 W, T 141 N, IN LINE WITH A ROW OF POWER POLES, 52 1/2 FEET
 SL0796'EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A POWER LINE
 SL0796'POLE, 2 FEET NORTH OF A 4-BY-4-INCH WOODEN WITNESS POST, 1 FOOT BELOW
 SL0796'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0796'5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0794 ***********************************************************************
 SL0794  DESIGNATION -  ARNOLD RM 2
 SL0794  PID         -  SL0794
 SL0794  STATE/COUNTY-  ND/BARNES
 SL0794  USGS QUAD   -  PILLSBURY SE (1967)
 SL0794
 SL0794                         *CURRENT SURVEY CONTROL
 SL0794  ___________________________________________________________________
 SL0794* NAD 83(1986)-  47 00 28.     (N)    097 45 48.     (W)     SCALED    
 SL0794* NAVD 88     -       382.327  (meters)    1254.35   (feet)  ADJUSTED  
 SL0794  ___________________________________________________________________
 SL0794  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0794  DYNAMIC HT  -         382.358 (meters)    1254.45  (feet)  COMP
 SL0794  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 SL0794
 SL0794  VERT ORDER  -  SECOND    CLASS 0
 SL0794
 SL0794.The horizontal coordinates were scaled from a topographic map and have
 SL0794.an estimated accuracy of +/- 6 seconds.
 SL0794
 SL0794.The orthometric height was determined by differential leveling
 SL0794.and adjusted by the National Geodetic Survey in June 1991..
 SL0794
 SL0794.The geoid height was determined by GEOID03.
 SL0794
 SL0794.The dynamic height is computed by dividing the NAVD 88
 SL0794.geopotential number by the normal gravity value computed on the
 SL0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0794.degrees latitude (g = 980.6199 gals.).
 SL0794
 SL0794.The modeled gravity was interpolated from observed gravity values.
 SL0794
 SL0794;                    North         East    Units  Estimated Accuracy
 SL0794;SPC ND S     -   152,700.      808,060.      MT  (+/- 180 meters Scaled)
 SL0794
 SL0794                          SUPERSEDED SURVEY CONTROL
 SL0794
 SL0794  NGVD 29 (??/??/92)  381.974  (m)         1253.19   (f) ADJ UNCH    2 0
 SL0794
 SL0794.Superseded values are not recommended for survey control.
 SL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0794.See file dsdata.txt to determine how the superseded data were derived.
 SL0794
 SL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT940067(NAD 83)
 SL0794_MARKER: DR = REFERENCE MARK DISK
 SL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0794_STAMPING: ARNOLD NO 2 1954
 SL0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0794+STABILITY: SURFACE MOTION
 SL0794
 SL0794  HISTORY     - Date     Condition        Report By
 SL0794  HISTORY     - 1954     MONUMENTED       CGS
 SL0794  HISTORY     - 1964     GOOD             NGS
 SL0794
 SL0794                          STATION DESCRIPTION
 SL0794
 SL0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0794'6.6 MI NE FROM ORISKA.
 SL0794'5.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0794'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE 1.45 MILES EAST ALONG A
 SL0794'GRAVELED ROAD, NEAR A SMALL FARM HOUSE, IN SECTION 22, R 56 W, T 141
 SL0794'N, 109 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 80.1 FEET
 SL0794'NORTHWEST OF THE STATION, 44 FEET NORTH-EAST OF THE NORTHEAST CORNER
 SL0794'OF FARM HOUSE, 3 FEET SOUTHEAST OF A 12-INCH ASH TREE, 8 FEET SOUTH OF
 SL0794'THE SOUTHWEST CORNER OF A SMALL OUTHOUSE,  ABOUT 3 FEET BELOW THE
 SL0794'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SL0794'INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0795 ***********************************************************************
 SL0795  DESIGNATION -  ARNOLD RM 3
 SL0795  PID         -  SL0795
 SL0795  STATE/COUNTY-  ND/BARNES
 SL0795  USGS QUAD   -  PILLSBURY SE (1967)
 SL0795
 SL0795                         *CURRENT SURVEY CONTROL
 SL0795  ___________________________________________________________________
 SL0795* NAD 83(1986)-  47 00 28.     (N)    097 45 48.     (W)     SCALED    
 SL0795* NAVD 88     -       382.695  (meters)    1255.56   (feet)  ADJUSTED  
 SL0795  ___________________________________________________________________
 SL0795  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0795  DYNAMIC HT  -         382.725 (meters)    1255.66  (feet)  COMP
 SL0795  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 SL0795
 SL0795  VERT ORDER  -  SECOND    CLASS 0
 SL0795
 SL0795.The horizontal coordinates were scaled from a topographic map and have
 SL0795.an estimated accuracy of +/- 6 seconds.
 SL0795
 SL0795.The orthometric height was determined by differential leveling
 SL0795.and adjusted by the National Geodetic Survey in June 1991..
 SL0795
 SL0795.The geoid height was determined by GEOID03.
 SL0795
 SL0795.The dynamic height is computed by dividing the NAVD 88
 SL0795.geopotential number by the normal gravity value computed on the
 SL0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0795.degrees latitude (g = 980.6199 gals.).
 SL0795
 SL0795.The modeled gravity was interpolated from observed gravity values.
 SL0795
 SL0795;                    North         East    Units  Estimated Accuracy
 SL0795;SPC ND S     -   152,700.      808,060.      MT  (+/- 180 meters Scaled)
 SL0795
 SL0795                          SUPERSEDED SURVEY CONTROL
 SL0795
 SL0795  NGVD 29 (??/??/92)  382.342  (m)         1254.40   (f) ADJ UNCH    2 0
 SL0795
 SL0795.Superseded values are not recommended for survey control.
 SL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0795.See file dsdata.txt to determine how the superseded data were derived.
 SL0795
 SL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT940067(NAD 83)
 SL0795_MARKER: DR = REFERENCE MARK DISK
 SL0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0795_STAMPING: ARNOLD NO 3 1954
 SL0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0795+STABILITY: SURFACE MOTION
 SL0795
 SL0795  HISTORY     - Date     Condition        Report By
 SL0795  HISTORY     - 1963     MONUMENTED       CGS
 SL0795  HISTORY     - 1964     GOOD             NGS
 SL0795
 SL0795                          STATION DESCRIPTION
 SL0795
 SL0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0795'6.6 MI NE FROM ORISKA.
 SL0795'5.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0795'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE 1.45 MILES EAST ALONG A
 SL0795'GRAVELED ROAD, NEAR A SMALL FARM HOUSE, IN SECTION 22, R 56 WT 141 N,
 SL0795'NEAR THE SOUTHEAST CORNER OF A FARM HOUSE, 39 FEET NORTH OF THE CENTER
 SL0795'LINE OF THE ROAD, 68.9 FEET WEST OF THE STATION, 1.6 FEET EAST OF THE
 SL0795'EAST SIDE OF HOUSE, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 SL0795'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 SL0795'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1326 ***********************************************************************
 TG1326  DESIGNATION -  ARP
 TG1326  PID         -  TG1326
 TG1326  STATE/COUNTY-  ND/WILLIAMS
 TG1326  USGS QUAD   -  WILLISTON WEST (1976)
 TG1326
 TG1326                         *CURRENT SURVEY CONTROL
 TG1326  ___________________________________________________________________
 TG1326* NAD 83(1986)-  48 10 34.     (N)    103 38 10.     (W)     SCALED    
 TG1326* NAVD 88     -       582.226  (meters)    1910.19   (feet)  ADJUSTED  
 TG1326  ___________________________________________________________________
 TG1326  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1326  DYNAMIC HT  -         582.303 (meters)    1910.44  (feet)  COMP
 TG1326  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TG1326
 TG1326  VERT ORDER  -  SECOND    CLASS 0
 TG1326
 TG1326.This mark is at Sloulin Fld Intl Airport (ISN)
 TG1326
 TG1326.The horizontal coordinates were scaled from a topographic map and have
 TG1326.an estimated accuracy of +/- 6 seconds.
 TG1326
 TG1326.The orthometric height was determined by differential leveling
 TG1326.and adjusted by the National Geodetic Survey in June 1991..
 TG1326
 TG1326.The geoid height was determined by GEOID03.
 TG1326
 TG1326.The dynamic height is computed by dividing the NAVD 88
 TG1326.geopotential number by the normal gravity value computed on the
 TG1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1326.degrees latitude (g = 980.6199 gals.).
 TG1326
 TG1326.The modeled gravity was interpolated from observed gravity values.
 TG1326
 TG1326;                    North         East    Units  Estimated Accuracy
 TG1326;SPC ND N     -   135,510.      366,840.      MT  (+/- 180 meters Scaled)
 TG1326
 TG1326                          SUPERSEDED SURVEY CONTROL
 TG1326
 TG1326  NGVD 29 (??/??/92)  581.74   (m)         1908.6    (f) COMPUTED    2 0
 TG1326
 TG1326.Superseded values are not recommended for survey control.
 TG1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1326.See file dsdata.txt to determine how the superseded data were derived.
 TG1326
 TG1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP013367(NAD 83)
 TG1326_MARKER: DT = TOPOGRAPHIC STATION DISK
 TG1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1326_STAMPING: ARP 1965
 TG1326_MARK LOGO: CGS   
 TG1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1326+STABILITY: SURFACE MOTION
 TG1326
 TG1326  HISTORY     - Date     Condition        Report By
 TG1326  HISTORY     - 1965     MONUMENTED       CGS
 TG1326  HISTORY     - 1977     GOOD             NGS
 TG1326  HISTORY     - 19920901 GOOD             NGS
 TG1326
 TG1326                          STATION DESCRIPTION
 TG1326
 TG1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TG1326'2.3 MI NW FROM WILLISTON.
 TG1326'2.3 MILES NORTH AND WEST OF THE POST OFFICE IN WILLISTON ALONG U.S.
 TG1326'HIGHWAY 2-85 AT SLOULIN FIELD, IN THE APPROXIMATE CENTER OF THE FIELD,
 TG1326'58 FT SOUTH OF THE EDGE OF NORTH PAVED TAXIWAY, 100.0 FT NORTHEAST OF
 TG1326'THE CL OF RUNWAY 11-29, 113.2 FT SOUTHEAST OF A TAXIWAY LIGHT, 66.6 FT
 TG1326'NORTH-NORTHWEST OF A RUNWAY LIGHT.  A STANDARD C AND GS TOPOGRAPHIC
 TG1326'DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND, STAMPED ARP 1965.
 TG1326
 TG1326                          STATION RECOVERY (1977)
 TG1326
 TG1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TG1326'RECOVERED IN GOOD CONDITION.
 TG1326
 TG1326                          STATION RECOVERY (1992)
 TG1326
 TG1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DLA)
 TG1326'THE STATION IS LOCATED AT SLOULIN FIELD INTERNATIONAL AIRPORT, IN THE
 TG1326'APPROXIMATE CENTER OF THE FIELD.  THE MARK IS 100 FEET (30.5 M)
 TG1326'NORTHEAST OF THE CENTERLINE OF RUNWAY 11-29, 58.2 FEET (17.7 M)
 TG1326'SOUTHWEST OF THE SOUTH EDGE OF THE TAXIWAY AND 43.0 FEET (13.1 M)
 TG1326'SOUTHEAST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE TAXIWAY.  THE
 TG1326'MARK IS A STANDARD TOPO DISK SET IN A CONCRETE POST FLUSH WITH THE
 TG1326'GROUND AND STAMPED ARP 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2872 ***********************************************************************
 AA2872  FBN         -  This is a Federal Base Network Control Station.
 AA2872  DESIGNATION -  ARROWWOOD
 AA2872  PID         -  AA2872
 AA2872  STATE/COUNTY-  ND/STUTSMAN
 AA2872  USGS QUAD   -  ARROWWOOD LAKE (1951)
 AA2872
 AA2872                         *CURRENT SURVEY CONTROL
 AA2872  ___________________________________________________________________
 AA2872* NAD 83(1996)-  47 15 51.66290(N)    098 51 24.24515(W)     ADJUSTED  
 AA2872* NAVD 88     -       445.5    (meters)    1462.     (feet)  GPS OBS   
 AA2872  ___________________________________________________________________
 AA2872  X           -    -667,656.092 (meters)                     COMP
 AA2872  Y           -  -4,284,728.199 (meters)                     COMP
 AA2872  Z           -   4,662,067.905 (meters)                     COMP
 AA2872  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 AA2872  ELLIP HEIGHT-         421.61  (meters)          (04/07/03) GPS OBS
 AA2872  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AA2872
 AA2872  HORZ ORDER  -  A
 AA2872  ELLP ORDER  -  THIRD     CLASS II
 AA2872
 AA2872.The horizontal coordinates were established by GPS observations
 AA2872.and adjusted by the National Geodetic Survey in September 1995..
 AA2872
 AA2872.The orthometric height was determined by GPS observations and a
 AA2872.high-resolution geoid model.
 AA2872
 AA2872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2872
 AA2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2872
 AA2872.The ellipsoidal height was determined by GPS observations
 AA2872.and is referenced to NAD 83.
 AA2872
 AA2872.The geoid height was determined by GEOID03.
 AA2872
 AA2872;                    North         East     Units Scale Factor Converg.
 AA2872;SPC ND S     -   178,897.862   724,348.858   MT  0.99996396   +1 11 54.8
 AA2872;SPC ND S     -   586,935.24  2,376,472.63   iFT  0.99996396   +1 11 54.8
 AA2872;UTM  14      - 5,234,551.090   510,837.984   MT  0.99960144   +0 06 18.8
 AA2872
 AA2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2872!SPC ND S     -   0.99993392  x   0.99996396  =   0.99989788
 AA2872!UTM  14      -   0.99993392  x   0.99960144  =   0.99953539
 AA2872
 AA2872                          SUPERSEDED SURVEY CONTROL
 AA2872
 AA2872  ELLIP H (07/24/97)  421.61   (m)                       GP(       ) 1 1
 AA2872  ELLIP H (09/21/95)  421.68   (m)                       GP(       ) 2 1
 AA2872  NAD 83(1996)-  47 15 51.66412(N)    098 51 24.24542(W) AD(       ) A
 AA2872  ELLIP H (11/28/94)  421.67   (m)                       GP(       ) 1 1
 AA2872
 AA2872.Superseded values are not recommended for survey control.
 AA2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2872.See file dsdata.txt to determine how the superseded data were derived.
 AA2872
 AA2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1083834551(NAD 83)
 AA2872_MARKER: P = PIPE CAP
 AA2872_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA2872+WITH SETTING: INFORMATION.
 AA2872_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2872+STABILITY: SURFACE MOTION
 AA2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2872+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2002
 AA2872
 AA2872  HISTORY     - Date     Condition        Report By
 AA2872  HISTORY     - 1993     MONUMENTED       USFWS
 AA2872  HISTORY     - 19960524 GOOD             NGS
 AA2872  HISTORY     - 19961001 GOOD             NGS
 AA2872  HISTORY     - 20020525 GOOD             NGS
 AA2872
 AA2872                          STATION DESCRIPTION
 AA2872
 AA2872'DESCRIBED BY US FISH AND WILDLIFE SERVICE 1993
 AA2872'STATION IS LOCATED ABOUT 11 KM (6.84 MI) NORTHEAST OF PINGREE, ND, AT
 AA2872'US FISH AND WILDLIFE HEADQUARTERS BUILDING AT ARROWWOOD NATIONAL
 AA2872'WILDLIFE REFUGE.  OWNERSHIP--US GOVERNMENT, DEPARTMENT OF INTERIOR,
 AA2872'FISH AND WILDLIFE SERVICE.  CONTACT--GARY ELDEVIK, LEAD SURVEYOR, US
 AA2872'FISH AND WILDLIFE SERVICE, PO BOX 1514, ABERDEEN, SD 57402.
 AA2872'TELEPHONE-605-226-7587.
 AA2872' 
 AA2872'TO REACH FROM JUNCTION OF US HIGHWAY 201 AND NORTH-SOUTH GRAVEL
 AA2872'SECTION ROAD IN PINGREE, GO NORTH ON SECTION ROAD FOR 9.5 KM (5.90 MI)
 AA2872', THEN EAST FOR 4 KM (2.49 MI) TO REFUGE ROAD.  TURN LEFT, NORTH, ON
 AA2872'GRAVEL REFUGE ROAD FOR 1.2 KM (0.75 MI) TO WILDLIFE REFUGE
 AA2872'HEADQUARTERS BULIDING AND STATION ON LEFT.
 AA2872' 
 AA2872'STATION MARK IS A PUNCH HOLE TOP CENTER OF PIPE CAP, MOUNTED ON A 1
 AA2872'INCHIRON PIPE DRIVEN TO REFUSAL.  IT IS 12 M (39.37 FT) SOUTHEAST OF
 AA2872'HEADQUARTERS BUILDING, 15.5 M (50.85 FT) SOUTH OF FLAG POLE, AND 9.3 M
 AA2872'(30.51 FT) EAST OF SOUTHEAST CORNER OF OFFICE BUILDING.
 AA2872
 AA2872                          STATION RECOVERY (1996)
 AA2872
 AA2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA2872'STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTHEAST OF PINGREE, ND AT
 AA2872'THE US FISH AND WILDLIFE HEADQUARTERS BUILDING AT THE ARROWWOOD
 AA2872'NATIONAL WILDLIFE REFUGE.  OWNERSHIP--US GOVERNMENT, DEPARTMENT OF THE
 AA2872'INTERIOR, FISH AND WILDLIFE SERVICE.  CONTACT-- GARY ELDEVIK, LEAD
 AA2872'SURVEYOR, US FISH AND WILDLIFE SERVICE, PO BOX 1514, ABERDEEN, SD
 AA2872'57402.  TELEPHONE 605-224-7587.  TO REACH FROM THE JUNCTION OF US
 AA2872'HIGHWAYS 281/52 AND STATE HIGHWAY 36 ON THE NORTH SIDE OF PINGREE, ND,
 AA2872'GO NORTHWEST ON US HIGHWAY 281/52 FOR 11.1 KM (6.90 MI) TO A SIGN FOR
 AA2872'THE ARROWWOOD NATIONAL WILDLIFE REFUGE AT A GRAVEL ROAD INTERSECTION.
 AA2872'TURN RIGHT AND GO EAST ON THE GRAVEL ROAD (COUNTY ROAD 44) FOR 8.9 KM
 AA2872'(5.55 MI) TO A GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON
 AA2872'GRAVEL ENTRANCE ROAD FOR 1.1 KM (0.70 MI) TO THE WILDLIFE HEADQUARTERS
 AA2872'BUILDING AND THE STATION ON THE LEFT.  THE STATION MARK IS A PUNCH
 AA2872'HOLE TOP CENTER OF A PIPE CAP, MOUNTED ON A 1 INCH IRON PIPE DRIVEN TO
 AA2872'REFUSAL.  IT IS 33.8 M (110.9 FT) NORTHWEST OF THE APPROXIMATE CENTER
 AA2872'OF THE GRAVEL ROAD, 23.7 M (77.8 FT) SOUTH OF THE WEST CORNER OF THE
 AA2872'HEADQUARTERS BUILDING, 16.0 M (52.5 FT) WEST OF THE NORTH ONE OF 4
 AA2872'WOOD POSTS SUPPORTING A INFORMATION SIGN, 14.8 M (48.6 FT) SOUTHWEST
 AA2872'OF A FLAG POLE, 11.2 M (36.7 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER A
 AA2872'BUTTRESS EXTENSION OF THE SOUTHEAST FACE OF THE HEADQUARTERS BUILDING
 AA2872'AND 9.9 M (32.5 FT) NORTH-NORTHEAST OF A POLE SUPPORTING A BIRDHOUSE.
 AA2872'THE MARK IS RECESSED 2 CM BELOW THE GROUND SURFACE.  --NOTE THERE IS
 AA2872'NO STAMPING IDENTIFYING THIS MARK.
 AA2872
 AA2872                          STATION RECOVERY (1996)
 AA2872
 AA2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA2872'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  CONTACT -- MARK
 AA2872'VANIMAN, REFUGE MANAGER, ARROWWOOD NATIONAL WILDLIFE REFUGE, 7745 11TH
 AA2872'STREET SE, PINGREE, ND 58476.  PHONE 701-285-3341.  HEADQUARTERS HOURS
 AA2872'ARE 730 AM TO 400 PM MONDAY THROUGH FRIDAY.
 AA2872
 AA2872                          STATION RECOVERY (2002)
 AA2872
 AA2872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AA2872'RECOVERED AS DESCRIBED.  WITH 2 ADDITIONS 32.8 FEET (10.0 METERS)
 AA2872'NORTH-NORTHWEST OF A
 AA2872'POLE WITH A BIRD HOUSE ON THE TOP, 0.9 FEET (0.25 METERS)
 AA2872'SOUTH-SOUTHEAST OF A WITNESS
 AA2872'POST.
 AA2872' 
 AA2872'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0801 ***********************************************************************
 RP0801  DESIGNATION -  ARTH 2
 RP0801  PID         -  RP0801
 RP0801  STATE/COUNTY-  ND/RICHLAND
 RP0801  USGS QUAD   -  KREISER LAKE (1964)
 RP0801
 RP0801                         *CURRENT SURVEY CONTROL
 RP0801  ___________________________________________________________________
 RP0801* NAD 83(1996)-  46 09 51.09558(N)    097 08 05.75965(W)     ADJUSTED  
 RP0801* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 RP0801  ___________________________________________________________________
 RP0801  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 RP0801  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RP0801
 RP0801  HORZ ORDER  -  SECOND
 RP0801
 RP0801.The horizontal coordinates were established by classical geodetic methods
 RP0801.and adjusted by the National Geodetic Survey in January 1998..
 RP0801
 RP0801.The orthometric height was scaled from a topographic map.
 RP0801
 RP0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0801
 RP0801.The geoid height was determined by GEOID03.
 RP0801
 RP0801;                    North         East     Units Scale Factor Converg.
 RP0801;SPC ND S     -    60,869.457   859,818.571   MT  1.00000382   +2 27 15.9
 RP0801;SPC ND S     -   199,702.94  2,820,927.07   iFT  1.00000382   +2 27 15.9
 RP0801;UTM  14      - 5,113,981.481   643,987.669   MT  0.99985487   +1 20 44.0
 RP0801
 RP0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0801!SPC ND S     -   0.99995155  x   1.00000382  =   0.99995537
 RP0801!UTM  14      -   0.99995155  x   0.99985487  =   0.99980643
 RP0801
 RP0801|---------------------------------------------------------------------|
 RP0801| PID    Reference Object                     Distance      Geod. Az  |
 RP0801|                                                           dddmmss.s |
 RP0801| CO4242 ARTH 2 RM 3                         222.504 METERS 00003     |
 RP0801| RP0791 WYNDMERE MUNICIPAL TANK             APPROX.11.2 KM 0015225.4 |
 RP0801| CO4241 ARTH 2 AZ MK                                       1813538.5 |
 RP0801| CO4243 ARTH 2 RM 4                          37.716 METERS 18642     |
 RP0801| RP0800 LIDGERWOOD MUNICIPAL TANK           APPROX.10.0 KM 1875744.3 |
 RP0801|---------------------------------------------------------------------|
 RP0801
 RP0801                          SUPERSEDED SURVEY CONTROL
 RP0801
 RP0801  NAD 83(1986)-  46 09 51.09435(N)    097 08 05.75211(W) AD(       ) 2
 RP0801  NAD 27      -  46 09 51.24100(N)    097 08 04.43000(W) AD(       ) 2
 RP0801
 RP0801.Superseded values are not recommended for survey control.
 RP0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0801.See file dsdata.txt to determine how the superseded data were derived.
 RP0801
 RP0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4398813981(NAD 83)
 RP0801_MARKER: DS = TRIANGULATION STATION DISK
 RP0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0801
 RP0801  HISTORY     - Date     Condition        Report By
 RP0801  HISTORY     - 1954     MONUMENTED       CGS
 RP0801
 RP0801                          STATION DESCRIPTION
 RP0801
 RP0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0801'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SEC. 18, T.
 RP0801'131 N., R. 51 W., ABOUT 7 MILES SOUTH OF WYNDMERE AND ABOUT
 RP0801'6 MILES NORTH-NORTHEAST OF LIDGERWOOD.  IT IS ON THE EAST
 RP0801'RIGHT-OF-WAY OF STATE HIGHWAY 18 AT THE TOP OF A SMALL RISE,
 RP0801'THE HIGHEST POINT IN THE VICINITY.
 RP0801'
 RP0801'NOTE.  STATION ARTH 1934 WAS DESTROYED WHEN THE HIGHWAY WAS
 RP0801'WIDENED.  STATION ARTH 2 1950 AND TWO NEW REFERENCE MARKS
 RP0801'WERE ESTABLISHED BY A LOCAL ENGINEER BUT WERE NOT TIED TO
 RP0801'EXISTING WORK.  IT IS NOT KNOWN IF AN UNDERGROUND MARK WAS
 RP0801'SET.
 RP0801'
 RP0801'TO REACH FROM THE RAILROAD OVERPASS ON STATE HIGHWAY 13
 RP0801'AT THE SOUTHEAST EDGE OF WYNDMERE.  GO WEST AND SOUTH ON STATE
 RP0801'HIGHWAY 13 FOR 0.9 MILES TO JUNCTION OF STATE HIGHWAY 18,
 RP0801'CONTINUE AHEAD SOUTH ON HIGHWAY 18 FOR 6.3 MILES TO CROSSROADS,
 RP0801'THEN CONTINUE SOUTH FOR 0.15 MILES TO THE STATION ON LEFT.
 RP0801'
 RP0801'THE STATION MARK, 97 FEET EAST OF THE CENTER OF HIGHWAY 18
 RP0801'AND ONE FOOT WEST OF A WHITE WITNESS POST, IS 1 FOOT BELOW
 RP0801'THE SURFACE, AND THE DISK IS STAMPED ARTH 2 1950.
 RP0801'
 RP0801'REFERENCE MARK NO. 3, NORTH OF AND APPROXIMATELY 5 FEET LOWER
 RP0801'THAN THE STATION, IS 95 FEET EAST OF THE CENTER OF HIGHWAY 18 AND
 RP0801'62 FEET SOUTH OF A FARM ROAD EAST.  IT IS LEVEL WITH THE
 RP0801'GROUND SURFACE AND THE DISK IS STAMPED ARTH 2 1950.
 RP0801'
 RP0801'REFERENCE MARK NO. 4, SOUTH OF AND APPROXIMATELY LEVEL WITH
 RP0801'THE STATION, IS 82 FEET EAST OF THE CENTER OF HIGHWAY 18, AND
 RP0801'IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED ARTH
 RP0801'2 1950.
 RP0801'
 RP0801'THE AZIMUTH MARK, APPROXIMATELY 0.85 MILES SOUTH OF THE STATION
 RP0801'AND 0.1 MILE SOUTH OF WHERE HIGHWAY 18 TURNS WEST, IS AT THE
 RP0801'SOUTHWEST CORNER OF AN INTERSECTION, 110 FEET SOUTH OF THE
 RP0801'CENTER OF AN EAST-AND-WEST ROAD, 40 FEET WEST OF THE CENTER OF
 RP0801'A NORTH-AND-SOUTH ROAD, 1.5 FEET NORTHWEST OF A WHITE WITNESS
 RP0801'POST AND 1 FOOT NORTH OF A TELEPHONE POLE.  IT PROJECTS 3 INCHES
 RP0801'AND THE DISK IS STAMPED ARTH 2 1954.
 RP0801'
 RP0801'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1310 ***********************************************************************
 SL1310  DESIGNATION -  ARTHUR FARMERS ELEV MID VENT
 SL1310  PID         -  SL1310
 SL1310  STATE/COUNTY-  ND/CASS
 SL1310  USGS QUAD   -  ARTHUR (1967)
 SL1310
 SL1310                         *CURRENT SURVEY CONTROL
 SL1310  ___________________________________________________________________
 SL1310* NAD 83(1996)-  47 06 09.02922(N)    097 13 07.44881(W)     ADJUSTED  
 SL1310* NAVD 88     -                                                        
 SL1310  ___________________________________________________________________
 SL1310  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 SL1310  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 SL1310
 SL1310  HORZ ORDER  -  THIRD
 SL1310
 SL1310.The horizontal coordinates were established by classical geodetic methods
 SL1310.and adjusted by the National Geodetic Survey in January 1998..
 SL1310
 SL1310
 SL1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1310
 SL1310.The geoid height was determined by GEOID03.
 SL1310
 SL1310;                    North         East     Units Scale Factor Converg.
 SL1310;SPC ND S     -   164,806.398   848,996.436   MT  0.99994676   +2 23 35.9
 SL1310;SPC ND S     -   540,703.41  2,785,421.38   iFT  0.99994676   +2 23 35.9
 SL1310;UTM  14      - 5,218,094.945   635,160.846   MT  0.99982452   +1 18 18.4
 SL1310
 SL1310                          SUPERSEDED SURVEY CONTROL
 SL1310
 SL1310  NAD 83(1986)-  47 06 09.02862(N)    097 13 07.43899(W) AD(       ) 4
 SL1310  NAD 27      -  47 06 09.10400(N)    097 13 06.14500(W) AD(       ) 3
 SL1310
 SL1310.Superseded values are not recommended for survey control.
 SL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1310.See file dsdata.txt to determine how the superseded data were derived.
 SL1310
 SL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3516118095(NAD 83)
 SL1310_MARKER: 94 = ROOFTOP VENTILATOR
 SL1310
 SL1310  HISTORY     - Date     Condition        Report By
 SL1310  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1310
 SL1310                          STATION DESCRIPTION
 SL1310
 SL1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1310'THE STATION IS THE MIDDLE ONE OF THREE VENTILATORS ATOP
 SL1310'THE TALLER AND MORE SOUTHERN OF TWO ELEVATORS LOCATED IN THE
 SL1310'TOWN OF ARTHUR.  IT IS A CORRUGATED-METAL BUILDING APPROXIMATELY
 SL1310'120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1312 ***********************************************************************
 SL1312  DESIGNATION -  ARTHUR MICROWAVE MAST
 SL1312  PID         -  SL1312
 SL1312  STATE/COUNTY-  ND/CASS
 SL1312  USGS QUAD   -  ARTHUR (1967)
 SL1312
 SL1312                         *CURRENT SURVEY CONTROL
 SL1312  ___________________________________________________________________
 SL1312* NAD 83(1996)-  47 03 03.34423(N)    097 13 41.49324(W)     ADJUSTED  
 SL1312* NAVD 88     -                                                        
 SL1312  ___________________________________________________________________
 SL1312  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 SL1312  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 SL1312
 SL1312  HORZ ORDER  -  THIRD
 SL1312
 SL1312.The horizontal coordinates were established by classical geodetic methods
 SL1312.and adjusted by the National Geodetic Survey in January 1998..
 SL1312
 SL1312
 SL1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1312
 SL1312.The geoid height was determined by GEOID03.
 SL1312
 SL1312;                    North         East     Units Scale Factor Converg.
 SL1312;SPC ND S     -   159,047.578   848,517.979   MT  0.99994296   +2 23 11.0
 SL1312;SPC ND S     -   521,809.64  2,783,851.64   iFT  0.99994296   +2 23 11.0
 SL1312;UTM  14      - 5,212,346.954   634,573.123   MT  0.99982258   +1 17 49.5
 SL1312
 SL1312                          SUPERSEDED SURVEY CONTROL
 SL1312
 SL1312  NAD 83(1986)-  47 03 03.34364(N)    097 13 41.48356(W) AD(       ) 4
 SL1312  NAD 27      -  47 03 03.43300(N)    097 13 40.15400(W) AD(       ) 3
 SL1312
 SL1312.Superseded values are not recommended for survey control.
 SL1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1312.See file dsdata.txt to determine how the superseded data were derived.
 SL1312
 SL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3457312347(NAD 83)
 SL1312_MARKER: 44 = MICROWAVE MAST
 SL1312
 SL1312  HISTORY     - Date     Condition        Report By
 SL1312  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1312
 SL1312                          STATION DESCRIPTION
 SL1312
 SL1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1312'THE STATION IS THE LIGHT ATOP THE 300-FOOT DOUBLE MAST LOCATED
 SL1312'4 MILES SOUTH AND 1 MILE WEST OF ARTHUR, AND 3 MILES NORTH
 SL1312'AND 1 MILE WEST OF AMENIA.
 SL1312'
 SL1312'THE STATION IS MAINTAINED BY THE NORTHWEST BELL TELEPHONE
 SL1312'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0909 ***********************************************************************
 SN0909  DESIGNATION -  ASH
 SN0909  PID         -  SN0909
 SN0909  STATE/COUNTY-  ND/MCLEAN
 SN0909  USGS QUAD   -  RIVERDALE SOUTH (1972)
 SN0909
 SN0909                         *CURRENT SURVEY CONTROL
 SN0909  ___________________________________________________________________
 SN0909* NAD 83(1996)-  47 29 54.18642(N)    101 21 19.35300(W)     ADJUSTED  
 SN0909* NAVD 88     -       608.193  (meters)    1995.38   (feet)  ADJUSTED  
 SN0909  ___________________________________________________________________
 SN0909  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 SN0909  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0909  DYNAMIC HT  -         608.238 (meters)    1995.53  (feet)  COMP
 SN0909  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 SN0909
 SN0909  HORZ ORDER  -  FIRST
 SN0909  VERT ORDER  -  SECOND    CLASS 0
 SN0909
 SN0909.The horizontal coordinates were established by classical geodetic methods
 SN0909.and adjusted by the National Geodetic Survey in January 1998..
 SN0909
 SN0909.The orthometric height was determined by differential leveling
 SN0909.and adjusted by the National Geodetic Survey in June 1991..
 SN0909
 SN0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0909
 SN0909.The geoid height was determined by GEOID03.
 SN0909
 SN0909.The dynamic height is computed by dividing the NAVD 88
 SN0909.geopotential number by the normal gravity value computed on the
 SN0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0909.degrees latitude (g = 980.6199 gals.).
 SN0909
 SN0909.The modeled gravity was interpolated from observed gravity values.
 SN0909
 SN0909;                    North         East     Units Scale Factor Converg.
 SN0909;SPC ND N     -    55,768.756   535,553.066   MT  0.99998785   -0 38 11.4
 SN0909;SPC ND N     -   182,968.36  1,757,063.86   iFT  0.99998785   -0 38 11.4
 SN0909;SPC ND S     -   203,967.146   535,552.036   MT  1.00000302   -0 37 26.0
 SN0909;SPC ND S     -   669,183.55  1,757,060.49   iFT  1.00000302   -0 37 26.0
 SN0909;UTM  14      - 5,263,239.196   322,607.423   MT  0.99998673   -1 44 13.1
 SN0909
 SN0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0909!SPC ND N     -   0.99990783  x   0.99998785  =   0.99989568
 SN0909!SPC ND S     -   0.99990783  x   1.00000302  =   0.99991085
 SN0909!UTM  14      -   0.99990783  x   0.99998673  =   0.99989456
 SN0909
 SN0909:                Primary Azimuth Mark                     Grid Az
 SN0909:SPC ND N     -  ASH AZ MK                                041 37 09.3
 SN0909:SPC ND S     -  ASH AZ MK                                041 36 23.9
 SN0909:UTM  14      -  ASH AZ MK                                042 43 11.0
 SN0909
 SN0909|---------------------------------------------------------------------|
 SN0909| PID    Reference Object                     Distance      Geod. Az  |
 SN0909|                                                           dddmmss.s |
 SN0909| SN0613 ASH AZ MK                                          0405857.9 |
 SN0909| CQ8094 CHURCH SPIRE APPROX 7.0 MI                         0625839.5 |
 SN0909| SN1631 COLE HARBOR ATLANTIC ELEVATOR       APPROX.11.1 KM 0650337.6 |
 SN0909| SN0910 ASH RM 1                             15.116 METERS 20018     |
 SN0909| SN1682 RIVERDALE SE CHECKERED TANK         APPROX. 1.4 KM 2541316.3 |
 SN0909| SN1681 RIVERDALE NW CHECKERED TANK         APPROX. 1.5 KM 2573636.5 |
 SN0909| SN0911 ASH RM 2                             14.671 METERS 28510     |
 SN0909| CQ6973 ASH RM 4                                           30644     |
 SN0909| CQ6972 ASH RM 3                             77.032 METERS 30644     |
 SN0909| SN1644 GARRISON OCCIDENT ELEVATOR          APPROX.17.4 KM 3442717.3 |
 SN0909| SN1642 GARRISON WEST MUNICIPAL TANK        APPROX.18.2 KM 3444948.7 |
 SN0909| SN1643 GARRISON EAST MUNICIPAL TANK        APPROX.18.2 KM 3445246.4 |
 SN0909|---------------------------------------------------------------------|
 SN0909
 SN0909                          SUPERSEDED SURVEY CONTROL
 SN0909
 SN0909  NAD 83(1986)-  47 29 54.18572(N)    101 21 19.34492(W) AD(       ) 1
 SN0909  NAD 27      -  47 29 54.18660(N)    101 21 17.77060(W) AD(       ) 1
 SN0909  NGVD 29 (??/??/92)  607.783  (m)         1994.03   (f) ADJ UNCH    2 0
 SN0909
 SN0909.Superseded values are not recommended for survey control.
 SN0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0909.See file dsdata.txt to determine how the superseded data were derived.
 SN0909
 SN0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT2260763239(NAD 83)
 SN0909_MARKER: DS = TRIANGULATION STATION DISK
 SN0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0909_STAMPING: ASH 1941
 SN0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0909+STABILITY: SURFACE MOTION
 SN0909
 SN0909  HISTORY     - Date     Condition        Report By
 SN0909  HISTORY     - 1941     MONUMENTED       CGS
 SN0909  HISTORY     - 1945     GOOD             CGS
 SN0909  HISTORY     - 1946     GOOD             NGS
 SN0909  HISTORY     - 1957     GOOD             CGS
 SN0909  HISTORY     - 1962     GOOD             CGS
 SN0909  HISTORY     - 1967     GOOD             USGS
 SN0909  HISTORY     - 1971     SEE DESCRIPTION  NGS
 SN0909
 SN0909                          STATION DESCRIPTION
 SN0909
 SN0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN0909'STATION IS LOCATED ABOUT 3 MILES E AND 10.5 MILES S OF GARRISON
 SN0909'ON LAND OWNED BY MR. ESPY ASH, ABOUT 0.25 MILE S OF MR. ASHS
 SN0909'HOUSE, IN THE NW 1/4 SEC. 2, T. 146 N, R. 84 W.  IT IS 16.5
 SN0909'FEET S OF A WHITE REFERENCE POST, ABOUT 125 FEET E OF A
 SN0909'FENCE AND ABOUT 200 FEET S OF A FENCE CORNER.  IT IS STAMPED
 SN0909'ASH 1941 AND PROJECTS ABOUT 6 INCHES.
 SN0909'
 SN0909'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 SN0909'STANDARD BRONZE DISKS SET IN CONCRETE.
 SN0909'
 SN0909'REFERENCE MARK NO. 1 IS STAMPED ASH NO. 1 1941 AND PROJECTS
 SN0909'4 INCHES.
 SN0909'
 SN0909'REFERENCE MARK NO. 2 IS STAMPED ASH NO. 2 1941 AND PROJECTS
 SN0909'6 INCHES.
 SN0909'
 SN0909'THE AZIMUTH MARK IS 6 FEET E OF A WHITE REFERENCE POST, 16
 SN0909'FEET S OF THE CENTER LINE OF A DIRT ROAD AND 0.2 MILE E OF
 SN0909'MR. ASHS HOUSE.  IT IS STAMPED ASH 1941 AND PROJECTS 4 INCHES.
 SN0909'
 SN0909'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37
 SN0909'AND 28 ON THE S SIDE OF GARRISON, GO S ON STATE HIGHWAY 28
 SN0909'FOR 4.85 MILES, TURN LEFT (E) ON A GRAVEL ROAD FOR 1.3 MILES,
 SN0909'THEN TAKE THE MAIN LEFT FORK AND FOLLOW A WINDING ROAD IN A
 SN0909'SE DIRECTION FOR 3.7 MILES, TURN LEFT (E) AT ROAD END FOR 1.0
 SN0909'MILE, TURN RIGHT (S) FOR 2.0 MILES TO A CROSS ROAD.  TURN
 SN0909'RIGHT (W) FOR 0.75 MILE, FOLLOWING A SIGNLE STRAND TELEPHONE
 SN0909'LINE, TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE W FOR 0.2
 SN0909'MILE TO THE FARMYARD OF MR. ASH, THEN S THROUGH THE FARMYARD
 SN0909'FOR 0.25 MILE TO A SMALL FLAT TOP HILL AND THE STATION.
 SN0909'
 SN0909'A 4-FOOT SIGNAL AT SAILER IS VISIBLE ON THE GROUND.
 SN0909'
 SN0909'A 24-FOOT SIGNAL AT RIME IS VISIBLE ON THE GROUND.
 SN0909'
 SN0909'A 24-FOOT SIGNAL AT SNOW IS VISIBLE ON THE GROUND.
 SN0909'
 SN0909'A 24-FOOT SIGNAL AT SIDLER IS VISIBLE ON THE GROUND.
 SN0909'
 SN0909'A 4-FOOT SIGNAL AT FEIEREISEN IS VISIBLE ON THE GROUND.
 SN0909'
 SN0909'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 SN0909
 SN0909                          STATION RECOVERY (1945)
 SN0909
 SN0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EHP)
 SN0909'ALL MARKS AT THIS STATION WERE FOUND IN GOOD CONDITION.
 SN0909'DESCRIPTION OF STATION GOOD.
 SN0909'
 SN0909'BETTER REACHED FROM UNDERWOOD, FROM THE TURN IN U.S. ROUTE
 SN0909'83 FROM W TO N LEAVE THE HIGHWAY AND GO W ON THE GRAVEL ROAD
 SN0909'PASSING N OF THE MAIN PART OF TOWN AND GO 8.9 MI. TO A GRADED
 SN0909'DIRT ROAD RIGHT, TURN RIGHT AND GO 2.85 MI. TO A CROSSROAD
 SN0909'AND A TELEPHONE LINE, TURN LEFT ALONG THE PHONE LINE AND GO
 SN0909'0.75 MI. TO THE AZIMUTH MARK AT THE LEFT OF THE ROAD IN A
 SN0909'FENCE CORNER, CONTINUE W TO MR. ASHS FARM FOR 0.2 MI., TURN
 SN0909'S THROUGH THE FARMYARD AND GO 0.25 MI. TO A FLAT-TOPPED HILL
 SN0909'AND THE STATION.
 SN0909
 SN0909                          STATION RECOVERY (1946)
 SN0909
 SN0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SN0909'12.3 MI NW FROM UNDERWOOD.
 SN0909'TO REACH THE MARK FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0909'RAILROAD STATION AT UNDERWOOD, GO 3.5 MILES NORTHWEST ALONG THE
 SN0909'RAILROAD TO A ROAD CROSSING, THENCE WEST 8.6 MILES ALONG A ROAD
 SN0909'LEADING TO THE GARRISON DAM SITE, AND TO THE FARM OF MR. ASH. STATION
 SN0909'IS ABOUT 0.2 MILES SOUTH OF THE ASH FARM HOUSE, AND ON THE TOP OF A
 SN0909'SMALL FLAT TOP HILL, ABOUT 125 FEET EAST OF A SECTION LINE FENCE, 49
 SN0909'FEET NORTH OF REFERENCE MARK NO. 1, 48 FEET EAST OF REFERENCE MARK NO.
 SN0909'2, 16.5 FEET SOUTH OF A WHITE 4 X 4 IN. MARKER POST.  A BRONZE DISC
 SN0909'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE
 SN0909'THE GROUND.
 SN0909
 SN0909                          STATION RECOVERY (1957)
 SN0909
 SN0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN0909'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN0909'CONDITION.  THE STATION IS ON THE SUMMIT OF A SMALL HILL,
 SN0909'JUST E OF RIVERDALE AND JUST SE OF STATE HIGHWAY 7 WHICH PASSES
 SN0909'E OF TOWN.  THE STATION IS EASILY RECOVERED AS IT IS ON THE
 SN0909'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 SN0909'
 SN0909'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MI. NE OF THE STATION.
 SN0909'IT IS NW OF THE CENTERLINE OF STATE HIGHWAY 7, NEAR THE E
 SN0909'END OF A LONG CURVE IN THE HIGHWAY, AND ON THE S SIDE OF A
 SN0909'TRACK ROAD WHICH LEADS W FROM THE HIGHWAY.
 SN0909
 SN0909                          STATION RECOVERY (1962)
 SN0909
 SN0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0909'THE STATION WAS FOUND AS DESCRIBED IN GOOD CONDITION AND WAS
 SN0909'LOWERED 0.70 METERS TO AN UNDERGROUND MARK.
 SN0909'
 SN0909'NEW DISTANCES WERE TAKEN TO THE REFERENCE MARKS FOR A CHECK
 SN0909'AND THE AZIMUTH MARK WAS TIED IN WITH THE TWO TANKS IN GARRISON.
 SN0909'
 SN0909'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 SN0909'HIGHWAY 7 OR THE DEPOT AND RAILROAD TRACKS IN RIVERDALE
 SN0909'JUNCTION, GO WEST ON STATE HIGHWAY 7 FOR 8.7 MILES TO THE
 SN0909'AZIMUTH MARK ON THE LEFT ON A CUT BANK.  CONTINUE WNW ON STATE
 SN0909'HIGHWAY 7 FOR 0.3 MILE TO THE STATION THAT IS ABOUT 320 FEET
 SN0909'SOUTHEAST OF THE HIGHWAY.
 SN0909'
 SN0909'REFERENCE MARK NUMBER 3, IS A STANDARD DISK STAMPED ASH NO 3
 SN0909'1941 1962 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SN0909'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 252.73 FEET
 SN0909'NORTHWEST OF THE STATION, 57.3 FEET NORTH OF A POWER POLE,
 SN0909'87.1 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 7
 SN0909'AND 1.8 FEET SOUTHEAST OF A WITNESS POST.
 SN0909
 SN0909                          STATION RECOVERY (1967)
 SN0909
 SN0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN0909'REFERENCE MARKS AND AZ. MK. WERE FOUND IN GOOD CONDITION AS
 SN0909'DESCRIBED.
 SN0909'
 SN0909'DISTANCE AND DIRECTIONS TO REFERENCE MARKS CHECKED.
 SN0909'
 SN0909'THE OLD DESCRIPTION IS ADEQUATE.
 SN0909
 SN0909                          STATION RECOVERY (1971)
 SN0909
 SN0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 SN0909'THE STATION WAS RECOVERED DUE TO ITS BEING IN A CULTIVATED
 SN0909'FIELD AND SUBJECT TO POSSIBLE DAMAGE.  THE STATION MARK AND
 SN0909'REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE RECOVERED AND
 SN0909'APPEARED TO BE IN GOOD CONDITION.  THE SURFACE STATION MARK
 SN0909'WAS PULLED UP AS IT WAS 7-INCHES BELOW GROUND SURFACE, IT
 SN0909'WAS FOUND TO BE ECCENTRIC .010 METER TO THE NORTH-NORTHWEST.
 SN0909'REFERENCE MARKS NO. 1 AND NO. 2 WERE REMOVED FROM THE FIELD
 SN0909'AS THEY WERE 6-INCHES BELOW GROUND SURFACE.  REFERENCE MARK
 SN0909'NO. 4 WAS SET AT THE EDGE OF THE FIELD ON LINE FROM THE
 SN0909'STATION TO REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS FOUND
 SN0909'AND IS SCUFFED UP, AND THE ARROW DOES NOT POINT DIRECTLY AT
 SN0909'THE STATION, BUT IT IS SOLID AND LEVEL.  THE POINT OF THE
 SN0909'UNDERGROUND STATION MARK WAS HELD AND THE MARK LOWERED,
 SN0909'THE ORIGINAL SURFACE STATION WAS PLUMBED OVER IT AND THE
 SN0909'DISK STAMPED ASH 1941 1971.
 SN0909'
 SN0909'A NEW DESCRIPTION FOLLOWS--
 SN0909'
 SN0909'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF
 SN0909'GARRISON, AND 1 MILE EAST OF RIVERDALE, IN THE NW 1/4 OF SEC.
 SN0909'2, T 146 N, R 84 W, ON THE TOP OF A LOW RIDGE IN A CULTIVATED
 SN0909'FIELD ALONG THE SOUTH SIDE OF STATE HIGHWAY 200, ON PROPERTY
 SN0909'OWNED BY MR. VICTOR ASH.
 SN0909'
 SN0909'THE STATION MARK IS A STANDARD DISK STAMPED ASH 1941 1971,
 SN0909'SET IN A SQUARE CONCRETE MONUMENT 15-INCHES BELOW GROUND
 SN0909'SURFACE.  IT IS 340 FEET SOUTHEAST OF THE CENTER OF STATE
 SN0909'HIGHWAY 200, AND 204 FEET SOUTHEAST OF A POWER POLE.
 SN0909'
 SN0909'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ASH 1941 NO
 SN0909'3 1962, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 SN0909'GROUND.  IT IS 87 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 SN0909'200, 57 FEET NORTH OF A POWER POLE, AND 1.9 FEET SOUTHEAST OF
 SN0909'A METAL WITNESS POST.
 SN0909'
 SN0909'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED ASH 1941 NO
 SN0909'4 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0909'6-INCHES.  IT IS 125 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 SN0909'200, 31 FEET NORTH OF THE POWER POLE, AND 1.4 FEET SOUTH OF
 SN0909'A METAL WITNESS POST.
 SN0909'
 SN0909'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ASH 1941, SET
 SN0909'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 SN0909'IS AT THE TOP OF THE BACK-SLOPE 105 FEET NORTH-NORTHWEST OF
 SN0909'THE CENTER OF HIGHWAY 200, 6 FEET NORTHEAST OF A WOODEN WITNESS
 SN0909'POST, AND 2.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 SN0909'
 SN0909'TO REACH THE STATION FROM THE STANDARD SERVICE STATION AT
 SN0909'THE SOUTH EDGE OF RIVERDALE, GO NORTHEAST ON STATE HIGHWAY
 SN0909'200 FOR 0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 SN0909'THIS POINT IS 450 FEET SOUTHEAST ALONG HIGHWAY 200 FROM A
 SN0909'SIDE ROAD NORTHWESTERLY LEADING TO RIVERDALE, AND SIGN, TOURIST
 SN0909'ROUTE MISSOURI DRIVE.  THERE IS A LARGE LONE BUILDING WITH
 SN0909'CONCRETE WALLS AND A WOOD SHINGLED ROOF, IN A FIELD 0.1 MILE
 SN0909'EAST OF THE SIDE ROAD.
 SN0909'
 SN0909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 SN0909'EAST OF RIVERDALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1980 ***********************************************************************
 TE1980  DESIGNATION -  ASH
 TE1980  PID         -  TE1980
 TE1980  STATE/COUNTY-  ND/RAMSEY
 TE1980  USGS QUAD   -  PENN (1994)
 TE1980
 TE1980                         *CURRENT SURVEY CONTROL
 TE1980  ___________________________________________________________________
 TE1980* NAD 83(1996)-  48 12 40.22847(N)    099 04 13.19300(W)     ADJUSTED  
 TE1980* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 TE1980  ___________________________________________________________________
 TE1980  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 TE1980  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 TE1980
 TE1980  HORZ ORDER  -  SECOND
 TE1980
 TE1980.The horizontal coordinates were established by classical geodetic methods
 TE1980.and adjusted by the National Geodetic Survey in January 1998..
 TE1980
 TE1980.The orthometric height was scaled from a topographic map.
 TE1980
 TE1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1980
 TE1980.The geoid height was determined by GEOID03.
 TE1980
 TE1980;                    North         East     Units Scale Factor Converg.
 TE1980;SPC ND N     -   135,646.469   706,240.726   MT  0.99993827   +1 03 49.9
 TE1980;SPC ND N     -   445,034.35  2,317,062.75   iFT  0.99993827   +1 03 49.9
 TE1980;UTM  14      - 5,339,774.226   494,775.042   MT  0.99960034   -0 03 08.8
 TE1980
 TE1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1980!SPC ND N     -   0.99993358  x   0.99993827  =   0.99987185
 TE1980!UTM  14      -   0.99993358  x   0.99960034  =   0.99953395
 TE1980
 TE1980:                Primary Azimuth Mark                     Grid Az
 TE1980:SPC ND N     -  NORWEGIAN LUTH CHURCH BELFRY             179 26 13.0
 TE1980:UTM  14      -  NORWEGIAN LUTH CHURCH BELFRY             180 33 11.7
 TE1980
 TE1980|---------------------------------------------------------------------|
 TE1980| PID    Reference Object                     Distance      Geod. Az  |
 TE1980|                                                           dddmmss.s |
 TE1980| TE1981 NORWEGIAN LUTH CHURCH BELFRY        APPROX. 7.9 KM 1803002.9 |
 TE1980| CO7292 ASH RM 1                             23.143 METERS 21723     |
 TE1980| CO7291 ASH AZ MK                                          2795230.3 |
 TE1980| TE1976 PENN IMM CONCEPTION CATH CH         APPROX. 2.0 KM 3080913.9 |
 TE1980| TE1978 PENN PENN CONSOL SCHOOL BELFRY      APPROX. 1.8 KM 3081706.6 |
 TE1980| CO7293 ASH RM 2                             17.642 METERS 30834     |
 TE1980| TE1977 PENN ST PAUL EVAN LUTH CHURCH       APPROX. 1.9 KM 3093208.9 |
 TE1980|---------------------------------------------------------------------|
 TE1980
 TE1980                          SUPERSEDED SURVEY CONTROL
 TE1980
 TE1980  NAD 83(1986)-  48 12 40.22805(N)    099 04 13.19079(W) AD(       ) 2
 TE1980  NAD 27      -  48 12 40.22600(N)    099 04 11.71400(W) AD(       ) 2
 TE1980
 TE1980.Superseded values are not recommended for survey control.
 TE1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1980.See file dsdata.txt to determine how the superseded data were derived.
 TE1980
 TE1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9477539774(NAD 83)
 TE1980_MARKER: DS = TRIANGULATION STATION DISK
 TE1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1980
 TE1980  HISTORY     - Date     Condition        Report By
 TE1980  HISTORY     - 1946     MONUMENTED       CGS
 TE1980
 TE1980                          STATION DESCRIPTION
 TE1980
 TE1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1980'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF GRAND HARBOR,
 TE1980'1 AND 1/4 MILE SOUTHEAST OF PENN, 200 YARDS NORTH OF U.S.
 TE1980'HIGHWAY 2, 100 YARDS NORTH OF THE GREAT NORTHERN RAILROAD
 TE1980'TRACKS, 48 FEET EAST OF FENCE AND 30 FEET EAST OF THE CENTERLINE
 TE1980'OF TRACK ROAD ON A LOW HILL.  THE MARK IS 12 INCHES BELOW
 TE1980'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ASH 1946.
 TE1980'
 TE1980'REFERENCE MARK NO. 1 IS 75.93 FEET SOUTHWEST OF THE STATION,
 TE1980'16 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 1 FOOT EAST
 TE1980'OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TE1980'ASH NO 1 1946.
 TE1980'
 TE1980'REFERENCE MARK NO. 2 IS 57.88 FEET NORTHWEST OF THE STATION,
 TE1980'16 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 2-1/2 FEET
 TE1980'SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 TE1980'DISK IS STAMPED ASH NO 2 1946.
 TE1980'
 TE1980'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 125 FEET
 TE1980'SOUTHWEST OF THE SOUTH RAIL OF GREAT NORTHERN RAILROAD, 97
 TE1980'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 3 AND
 TE1980'1/2 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 2
 TE1980'INCHES AND THE DISK IS STAMPED ASH 1946.
 TE1980'
 TE1980'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2
 TE1980'AND THE MAIN STREET IN PENN, GO SOUTHEAST ON U.S. HIGHWAY 2
 TE1980'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 TE1980'SOUTHEAST ON U.S. HIGHWAY 2 FOR 0.3 MILE TO CROSSROADS.  TURN
 TE1980'SHARP LEFT AND GO NORTH ON TRACK ROAD ACROSS THE GREAT NORTHERN
 TE1980'RAILROAD TRACKS FOR 0.15 MILE TO THE TOP OF LOW HILL AND THE
 TE1980'STATION ON THE RIGHT.
 TE1980'
 TE1980'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0613 ***********************************************************************
 SN0613  DESIGNATION -  ASH AZ MK
 SN0613  PID         -  SN0613
 SN0613  STATE/COUNTY-  ND/MCLEAN
 SN0613  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0613
 SN0613                         *CURRENT SURVEY CONTROL
 SN0613  ___________________________________________________________________
 SN0613* NAD 83(1986)-  47 30 06.     (N)    101 21 04.     (W)     SCALED    
 SN0613* NAVD 88     -       604.222  (meters)    1982.35   (feet)  ADJUSTED  
 SN0613  ___________________________________________________________________
 SN0613  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SN0613  DYNAMIC HT  -         604.267 (meters)    1982.50  (feet)  COMP
 SN0613  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 SN0613
 SN0613  VERT ORDER  -  SECOND    CLASS 0
 SN0613
 SN0613.The horizontal coordinates were scaled from a topographic map and have
 SN0613.an estimated accuracy of +/- 6 seconds.
 SN0613
 SN0613.The orthometric height was determined by differential leveling
 SN0613.and adjusted by the National Geodetic Survey in June 1991..
 SN0613
 SN0613.The geoid height was determined by GEOID03.
 SN0613
 SN0613.The dynamic height is computed by dividing the NAVD 88
 SN0613.geopotential number by the normal gravity value computed on the
 SN0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0613.degrees latitude (g = 980.6199 gals.).
 SN0613
 SN0613.The modeled gravity was interpolated from observed gravity values.
 SN0613
 SN0613;                    North         East    Units  Estimated Accuracy
 SN0613;SPC ND N     -    56,130.      535,880.      MT  (+/- 180 meters Scaled)
 SN0613
 SN0613                          SUPERSEDED SURVEY CONTROL
 SN0613
 SN0613  NGVD 29 (??/??/92)  603.812  (m)         1981.01   (f) ADJ UNCH    2 0
 SN0613
 SN0613.Superseded values are not recommended for survey control.
 SN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0613.See file dsdata.txt to determine how the superseded data were derived.
 SN0613
 SN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT229635(NAD 83)
 SN0613_MARKER: DB = BENCH MARK DISK
 SN0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0613_STAMPING: ASH 1941
 SN0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0613+STABILITY: SURFACE MOTION
 SN0613
 SN0613  HISTORY     - Date     Condition        Report By
 SN0613  HISTORY     - 1941     MONUMENTED       CGS
 SN0613  HISTORY     - 1946     GOOD             NGS
 SN0613
 SN0613                          STATION DESCRIPTION
 SN0613
 SN0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0613'11.8 MI NW FROM UNDERWOOD.
 SN0613'TO REACH THE MARK FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0613'RAILROAD STATION AT UNDERWOOD, GO NORTHWEST ALONG THE RAILROAD 3.5
 SN0613'MILES TO A ROAD CROSSING, THENCE WEST 8.3 MILES ALONG A ROAD LEADING
 SN0613'TO THE GARRISON DAM SITE, MARK IS ABOUT 0.2 MILES EAST OF A GROUP OF
 SN0613'FARM BUILDINGS, 16 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 6
 SN0613'FEET EAST OF A WHITE 4 X 4 IN. MARKERPOST, AND 1 FOOT SOUTH OF THE
 SN0613'RIGHT-OF-WAY FENCE.  A BRONZE DISC SET IN THE TOP OF A CONCRETE POST
 SN0613'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0910 ***********************************************************************
 SN0910  DESIGNATION -  ASH RM 1
 SN0910  PID         -  SN0910
 SN0910  STATE/COUNTY-  ND/MCLEAN
 SN0910  USGS QUAD   -  RIVERDALE SOUTH (1972)
 SN0910
 SN0910                         *CURRENT SURVEY CONTROL
 SN0910  ___________________________________________________________________
 SN0910* NAD 83(1986)-  47 29 54.     (N)    101 21 19.     (W)     SCALED    
 SN0910* NAVD 88     -       608.093  (meters)    1995.05   (feet)  ADJUSTED  
 SN0910  ___________________________________________________________________
 SN0910  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0910  DYNAMIC HT  -         608.138 (meters)    1995.20  (feet)  COMP
 SN0910  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 SN0910
 SN0910  VERT ORDER  -  SECOND    CLASS 0
 SN0910
 SN0910.The horizontal coordinates were scaled from a topographic map and have
 SN0910.an estimated accuracy of +/- 6 seconds.
 SN0910
 SN0910.The orthometric height was determined by differential leveling
 SN0910.and adjusted by the National Geodetic Survey in June 1991..
 SN0910
 SN0910.The geoid height was determined by GEOID03.
 SN0910
 SN0910.The dynamic height is computed by dividing the NAVD 88
 SN0910.geopotential number by the normal gravity value computed on the
 SN0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0910.degrees latitude (g = 980.6199 gals.).
 SN0910
 SN0910.The modeled gravity was interpolated from observed gravity values.
 SN0910
 SN0910;                    North         East    Units  Estimated Accuracy
 SN0910;SPC ND N     -    55,760.      535,560.      MT  (+/- 180 meters Scaled)
 SN0910
 SN0910                          SUPERSEDED SURVEY CONTROL
 SN0910
 SN0910  NGVD 29 (??/??/92)  607.682  (m)         1993.70   (f) ADJ UNCH    2 0
 SN0910
 SN0910.Superseded values are not recommended for survey control.
 SN0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0910.See file dsdata.txt to determine how the superseded data were derived.
 SN0910
 SN0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT226632(NAD 83)
 SN0910_MARKER: DR = REFERENCE MARK DISK
 SN0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0910_STAMPING: ASH NO 1 1941
 SN0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0910+STABILITY: SURFACE MOTION
 SN0910
 SN0910  HISTORY     - Date     Condition        Report By
 SN0910  HISTORY     - 1941     MONUMENTED       CGS
 SN0910  HISTORY     - 1946     GOOD             NGS
 SN0910
 SN0910                          STATION DESCRIPTION
 SN0910
 SN0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0910'12.3 MI NW FROM UNDERWOOD.
 SN0910'TO REACH THE MARK FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0910'RAILROAD STATION AT UNDERWOOD, GO NORTHWEST 3.5 MILES ALONG THE
 SN0910'RAILROAD TO A ROAD CROSSING, THENCE 8.6 MILES WEST ALONG A ROAD
 SN0910'LEADING TO THE GARRISON DAM SITE, AND TO THE FARM OF MR. ASH.  MARK IS
 SN0910'ABOUT 0.2 MILES SOUTH OF THE ASH FARM HOUSE, AND ON THE TOP OF A SMALL
 SN0910'FLAT TOP HILL, ABOUT 125 FEET EAST OF A SECTION LINE FENCE, 55 FEET
 SN0910'SOUTH OF A WHITE 4 X 4 IN. MARKER POST, 49 FEET SOUTH OF THE STATION
 SN0910'MARK.  A BRONZE REFERENCE MARK SET IN THE TOP OF A CONCRETE POST WHICH
 SN0910'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0911 ***********************************************************************
 SN0911  DESIGNATION -  ASH RM 2
 SN0911  PID         -  SN0911
 SN0911  STATE/COUNTY-  ND/MCLEAN
 SN0911  USGS QUAD   -  RIVERDALE SOUTH (1972)
 SN0911
 SN0911                         *CURRENT SURVEY CONTROL
 SN0911  ___________________________________________________________________
 SN0911* NAD 83(1986)-  47 29 54.     (N)    101 21 19.     (W)     SCALED    
 SN0911* NAVD 88     -       608.020  (meters)    1994.81   (feet)  ADJUSTED  
 SN0911  ___________________________________________________________________
 SN0911  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0911  DYNAMIC HT  -         608.064 (meters)    1994.96  (feet)  COMP
 SN0911  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 SN0911
 SN0911  VERT ORDER  -  SECOND    CLASS 0
 SN0911
 SN0911.The horizontal coordinates were scaled from a topographic map and have
 SN0911.an estimated accuracy of +/- 6 seconds.
 SN0911
 SN0911.The orthometric height was determined by differential leveling
 SN0911.and adjusted by the National Geodetic Survey in June 1991..
 SN0911
 SN0911.The geoid height was determined by GEOID03.
 SN0911
 SN0911.The dynamic height is computed by dividing the NAVD 88
 SN0911.geopotential number by the normal gravity value computed on the
 SN0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0911.degrees latitude (g = 980.6199 gals.).
 SN0911
 SN0911.The modeled gravity was interpolated from observed gravity values.
 SN0911
 SN0911;                    North         East    Units  Estimated Accuracy
 SN0911;SPC ND N     -    55,760.      535,560.      MT  (+/- 180 meters Scaled)
 SN0911
 SN0911                          SUPERSEDED SURVEY CONTROL
 SN0911
 SN0911  NGVD 29 (??/??/92)  607.609  (m)         1993.46   (f) ADJ UNCH    2 0
 SN0911
 SN0911.Superseded values are not recommended for survey control.
 SN0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0911.See file dsdata.txt to determine how the superseded data were derived.
 SN0911
 SN0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT226632(NAD 83)
 SN0911_MARKER: DR = REFERENCE MARK DISK
 SN0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0911_STAMPING: ASH NO 2 1941
 SN0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0911+STABILITY: SURFACE MOTION
 SN0911
 SN0911  HISTORY     - Date     Condition        Report By
 SN0911  HISTORY     - 1941     MONUMENTED       CGS
 SN0911  HISTORY     - 1946     GOOD             NGS
 SN0911
 SN0911                          STATION DESCRIPTION
 SN0911
 SN0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0911'12.3 MI NW FROM UNDERWOOD.
 SN0911'TO REACH THE MARK FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0911'RAILROAD STATION AT STANTON, GO NORTHWEST 3.5 MILES ALONG THE RAILROAD
 SN0911'TO, A ROAD CROSSING, THENCE 8.6 MILES WEST ALONG A ROAD LEADING TO THE
 SN0911'GARRISON DAM SITE, AND TO THE FARM OF MR. ASH.  MARK IS ABOUT 0.2
 SN0911'MILES SOUTH OF THE ASH FARM HOUSE, AND ON THE TOP OF A SMALL FLAT TOP
 SN0911'HILL, ABOUT 100 FEET EAST OF A SECTION LINE FENCE, 48 FEET WEST OF THE
 SN0911'STATION MARK, 40 FEET WEST OF A WHITE 4 X 4 IN. MARKER POST. A BRONZE
 SN0911'REFERENCE MARK DISC SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 SN0911'ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0738 ***********************************************************************
 RQ0738  DESIGNATION -  ASHLEY
 RQ0738  PID         -  RQ0738
 RQ0738  STATE/COUNTY-  ND/MCINTOSH
 RQ0738  USGS QUAD   -  ASHLEY WEST (1982)
 RQ0738
 RQ0738                         *CURRENT SURVEY CONTROL
 RQ0738  ___________________________________________________________________
 RQ0738* NAD 83(1996)-  46 01 07.43005(N)    099 24 27.97054(W)     ADJUSTED  
 RQ0738* NAVD 88     -       636.2    (meters)    2087.     (feet)  VERTCON   
 RQ0738  ___________________________________________________________________
 RQ0738  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 RQ0738  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RQ0738
 RQ0738  HORZ ORDER  -  FIRST
 RQ0738
 RQ0738.The horizontal coordinates were established by classical geodetic methods
 RQ0738.and adjusted by the National Geodetic Survey in January 1998..
 RQ0738
 RQ0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0738
 RQ0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0738
 RQ0738.The geoid height was determined by GEOID03.
 RQ0738
 RQ0738;                    North         East     Units Scale Factor Converg.
 RQ0738;SPC ND S     -    39,722.662   684,579.572   MT  1.00003642   +0 47 48.0
 RQ0738;SPC ND S     -   130,323.69  2,245,995.97   iFT  1.00003642   +0 47 48.0
 RQ0738;SPC SD N     -   243,032.112   645,863.992   MT  1.00008205   +0 25 08.9
 RQ0738;SPC SD N     -   797,347.85  2,118,972.11   sFT  1.00008205   +0 25 08.9
 RQ0738;UTM  14      - 5,096,209.412   468,436.122   MT  0.99961225   -0 17 36.3
 RQ0738
 RQ0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0738!SPC ND S     -   0.99990386  x   1.00003642  =   0.99994028
 RQ0738!SPC SD N     -   0.99990386  x   1.00008205  =   0.99998590
 RQ0738!UTM  14      -   0.99990386  x   0.99961225  =   0.99951615
 RQ0738
 RQ0738:                Primary Azimuth Mark                     Grid Az
 RQ0738:SPC ND S     -  ASHLEY AZ MK RESET                       048 51 59.6
 RQ0738:SPC SD N     -  ASHLEY AZ MK RESET                       049 14 38.7
 RQ0738:UTM  14      -  ASHLEY AZ MK RESET                       049 57 23.9
 RQ0738
 RQ0738|---------------------------------------------------------------------|
 RQ0738| PID    Reference Object                     Distance      Geod. Az  |
 RQ0738|                                                           dddmmss.s |
 RQ0738| CO4249 ASHLEY AZ MK RESET                                 0493947.6 |
 RQ0738| CO4248 ASHLEY AZ MK                                       0510104.6 |
 RQ0738| RQ0737 ASHLEY MC INTOSH CO CH DOME         APPROX. 3.4 KM 0555927.8 |
 RQ0738| RQ0736 ASHLEY GERMAN EVAN LUTH CROSS       APPROX. 3.3 KM 0592827.3 |
 RQ0738| RQ0735 ASHLEY BAPTIST CHURCH SPIRE         APPROX. 3.2 KM 0593857.5 |
 RQ0738| CO4250 ASHLEY RM 1                          30.799 METERS 12950     |
 RQ0738| CO4251 ASHLEY RM 2                          28.870 METERS 22802     |
 RQ0738| RQ0739 DANZIG EVAN LUTH CHRIST KIRCHE      APPROX.14.4 KM 3394700.6 |
 RQ0738|---------------------------------------------------------------------|
 RQ0738
 RQ0738                          SUPERSEDED SURVEY CONTROL
 RQ0738
 RQ0738  NAD 83(1986)-  46 01 07.43075(N)    099 24 27.96070(W) AD(       ) 1
 RQ0738  NAD 27      -  46 01 07.52100(N)    099 24 26.54700(W) AD(       ) 1
 RQ0738  NGVD 29 (07/19/86)  635.8    (m)         2086.     (f) VERT ANG       
 RQ0738
 RQ0738.Superseded values are not recommended for survey control.
 RQ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0738.See file dsdata.txt to determine how the superseded data were derived.
 RQ0738
 RQ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR6843696209(NAD 83)
 RQ0738_MARKER: DS = TRIANGULATION STATION DISK
 RQ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0738
 RQ0738  HISTORY     - Date     Condition        Report By
 RQ0738  HISTORY     - 1934     MONUMENTED       CGS
 RQ0738  HISTORY     - 1959     GOOD             CGS
 RQ0738
 RQ0738                          STATION DESCRIPTION
 RQ0738
 RQ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0738'STATION IS LOCATED NEAR THE NW CORNER OF THE SE 1/4 SEC. 2,
 RQ0738'T 129 N, R 70 W, ABOUT 2-1/2 MILES SW OF ASHLEY, ON LAND OWNED
 RQ0738'BY R.W. LINN.  IT IS ON THE TOP OF A LOW FLAT HILL IN PASTURE
 RQ0738'LAND, ABOUT 250 YARDS SE OF CENTER OF SECTION AND 60 FEET N
 RQ0738'OF AN E AND W FENCE LINE.
 RQ0738'
 RQ0738'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0738'BRONZE DISKS SET IN CONCRETE.
 RQ0738'
 RQ0738'REFERENCE MARK NO. 1 IS SE OF STATION 101.05 FEET 30.799
 RQ0738'METERS ALONG E AND W FENCE LINE.
 RQ0738'
 RQ0738'REFERENCE MARK NO. 2 IS SW OF STATION 94.72 FEET 28.870 METERS
 RQ0738'ALONG E AND W FENCE LINE.
 RQ0738'
 RQ0738'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NE OF STATION ON
 RQ0738'N SIDE OF SECTION LINE ROAD 35 FEET FROM CENTER LINE.
 RQ0738'
 RQ0738'TO REACH FROM ASHLEY GO W ON STATE HIGHWAY 11 FOR 1-1/2 MILES
 RQ0738'THEN GO S ON DIRT ROAD FOR 0.5 MILE TO MR. LINNS FARM BUILDINGS,
 RQ0738'FROM HOUSE GO THROUGH GATE TO SE CORNER OF BARN AND GO S 0.1
 RQ0738'MILE THEN W 0.1 MILE THEN S FOR 0.35 MILE TO FENCE CORNER THEN
 RQ0738'W 0.15 MILE THEN S FOR 0.1 MILE TO TOP OF HILL AND STATION.
 RQ0738'
 RQ0738'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 RQ0738
 RQ0738                          STATION RECOVERY (1959)
 RQ0738
 RQ0738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0738'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 RQ0738'GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH
 RQ0738'MARK BUT IT COULD NOT BE FOUND.  THIS MARK WAS PRESUMED TO
 RQ0738'HAVE BEEN DESTROYED SO A NEW AZIMUTH MARK WAS ESTABLISHED.
 RQ0738'
 RQ0738'THE AZIMUTH MARK WAS RESET IN THE VICINITY OF THE ORIGINAL
 RQ0738'MARK.  IT IS ABOUT 1 MILE NORTHEAST OF THE STATION, ON THE
 RQ0738'SOUTH SIDE OF A SECTION LINE ROAD AND 1 FOOT NORTH OF AN
 RQ0738'EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 RQ0738'DISK IS STAMPED ASHLEY 1934 RESET 1959.
 RQ0738'
 RQ0738'TO REACH THE STATION FROM ASHLEY, FROM THE CENTER OF TOWN,
 RQ0738'GO WEST ON STATE HIGHWAY 11 FOR ABOUT 1.5 MILES TO CROSSROADS,
 RQ0738'TURN LEFT AND GO SOUTH FOR 0.5 MILE TO DIM CROSSROADS AT
 RQ0738'SECTION LINE (THE AZIMUTH MARK IS 0.3 MILE EAST ALONG THE
 RQ0738'SECTION LINE ROAD), CONTINUE SOUTH FOR 0.05 MILE TO A DRIVEWAY
 RQ0738'ON THE RIGHT, TURN RIGHT INTO FARMYARD TO A BOARD GATE TO
 RQ0738'SOUTHEAST OF THE BARN, PASS THROUGH GATE AND FOLLOW A FENCED
 RQ0738'LANE SOUTH, WEST AND SOUTH FOR 0.6 MILE TO A WIRE GATE
 RQ0738'STRAIGHT AHEAD, PASS THROUGH GATE AND CONTINUE SOUTH ALONG
 RQ0738'WEST SIDE OF FENCE FOR 0.1 MILE, TURN RIGHT AND GO WEST ON
 RQ0738'FIELD ROAD BETWEEN TWO FIELDS FOR 0.15 MILE TO TOP OF HILL
 RQ0738'AND STATION ON THE RIGHT.
 RQ0738'
 RQ0738'THE STATION MARK IS ABOUT 60 FEET NORTH OF THE DIVIDING LINE
 RQ0738'BETWEEN TWO FIELDS AND THE MARK IS ABOUT FLUSH WITH THE GROUND.
 RQ0738'
 RQ0738'THE REFERENCE MARKS ARE ON THE NORTH SIDE OF THE FIELD ROAD
 RQ0738'WHICH DIVIDES THE TWO FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0735 ***********************************************************************
 RQ0735  DESIGNATION -  ASHLEY BAPTIST CHURCH SPIRE
 RQ0735  PID         -  RQ0735
 RQ0735  STATE/COUNTY-  ND/MCINTOSH
 RQ0735  USGS QUAD   -  ASHLEY EAST (1982)
 RQ0735
 RQ0735                         *CURRENT SURVEY CONTROL
 RQ0735  ___________________________________________________________________
 RQ0735* NAD 83(1996)-  46 01 59.84708(N)    099 22 19.39362(W)     ADJUSTED  
 RQ0735* NAVD 88     -                                                        
 RQ0735  ___________________________________________________________________
 RQ0735  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 RQ0735  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 RQ0735
 RQ0735  HORZ ORDER  -  THIRD
 RQ0735
 RQ0735.The horizontal coordinates were established by classical geodetic methods
 RQ0735.and adjusted by the National Geodetic Survey in January 1998..
 RQ0735
 RQ0735
 RQ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0735
 RQ0735.The geoid height was determined by GEOID03.
 RQ0735
 RQ0735;                    North         East     Units Scale Factor Converg.
 RQ0735;SPC ND S     -    41,380.038   687,321.889   MT  1.00003287   +0 49 21.7
 RQ0735;SPC ND S     -   135,761.28  2,254,993.07   iFT  1.00003287   +0 49 21.7
 RQ0735;SPC SD N     -   244,671.447   648,617.317   MT  1.00008640   +0 26 39.9
 RQ0735;SPC SD N     -   802,726.24  2,128,005.31   sFT  1.00008640   +0 26 39.9
 RQ0735;UTM  14      - 5,097,813.627   471,208.304   MT  0.99961019   -0 16 04.0
 RQ0735
 RQ0735                          SUPERSEDED SURVEY CONTROL
 RQ0735
 RQ0735  NAD 83(1986)-  46 01 59.84848(N)    099 22 19.38397(W) AD(       ) 4
 RQ0735  NAD 27      -  46 01 59.95000(N)    099 22 17.97000(W) AD(       ) 3
 RQ0735
 RQ0735.Superseded values are not recommended for survey control.
 RQ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0735.See file dsdata.txt to determine how the superseded data were derived.
 RQ0735
 RQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR7120897814(NAD 83)
 RQ0735_MARKER: 90 = CHURCH SPIRE
 RQ0735
 RQ0735  HISTORY     - Date     Condition        Report By
 RQ0735  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0735
 RQ0735                          STATION DESCRIPTION
 RQ0735
 RQ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0735'OBJECT OBSERVED UPON IS THE TIP OF SPIRE OF THE BAPTIST CHURCH,
 RQ0735'LOCATED IN THE CENTRAL PART OF TOWN 1 BLOCK S OF STATE HIGHWAY
 RQ0735'11.  THIS IS A WOOD FRAME BUILDING.  IT IS ACROSS THE STREET
 RQ0735'AND SW OF ASHLEY EVANGELICAL LUTHERAN CHURCH CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0736 ***********************************************************************
 RQ0736  DESIGNATION -  ASHLEY GERMAN EVAN LUTH CROSS
 RQ0736  PID         -  RQ0736
 RQ0736  STATE/COUNTY-  ND/MCINTOSH
 RQ0736  USGS QUAD   -  ASHLEY EAST (1982)
 RQ0736
 RQ0736                         *CURRENT SURVEY CONTROL
 RQ0736  ___________________________________________________________________
 RQ0736* NAD 83(1996)-  46 02 00.94549(N)    099 22 17.61314(W)     ADJUSTED  
 RQ0736* NAVD 88     -                                                        
 RQ0736  ___________________________________________________________________
 RQ0736  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 RQ0736  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RQ0736
 RQ0736  HORZ ORDER  -  THIRD
 RQ0736
 RQ0736.The horizontal coordinates were established by classical geodetic methods
 RQ0736.and adjusted by the National Geodetic Survey in January 1998..
 RQ0736
 RQ0736
 RQ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0736
 RQ0736.The geoid height was determined by GEOID03.
 RQ0736
 RQ0736;                    North         East     Units Scale Factor Converg.
 RQ0736;SPC ND S     -    41,414.500   687,359.688   MT  1.00003280   +0 49 23.0
 RQ0736;SPC ND S     -   135,874.34  2,255,117.09   iFT  1.00003280   +0 49 23.0
 RQ0736;SPC SD N     -   244,705.660   648,655.345   MT  1.00008649   +0 26 41.2
 RQ0736;SPC SD N     -   802,838.49  2,128,130.08   sFT  1.00008649   +0 26 41.2
 RQ0736;UTM  14      - 5,097,847.349   471,246.736   MT  0.99961016   -0 16 02.7
 RQ0736
 RQ0736                          SUPERSEDED SURVEY CONTROL
 RQ0736
 RQ0736  NAD 83(1986)-  46 02 00.94692(N)    099 22 17.60346(W) AD(       ) 4
 RQ0736  NAD 27      -  46 02 01.04100(N)    099 22 16.19400(W) AD(       ) 3
 RQ0736
 RQ0736.Superseded values are not recommended for survey control.
 RQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0736.See file dsdata.txt to determine how the superseded data were derived.
 RQ0736
 RQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR7124797847(NAD 83)
 RQ0736_MARKER: 91 = CHURCH CROSS
 RQ0736
 RQ0736  HISTORY     - Date     Condition        Report By
 RQ0736  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0736
 RQ0736                          STATION DESCRIPTION
 RQ0736
 RQ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0736'OBJECT OBSERVED UPON IS THE TIP OF CROSS OF THE GERMAN EVANGELICAL
 RQ0736'LUTHERAN CHURCH IN ASHLEY.  THIS IS A BROWN BRICK BUILDING
 RQ0736'AND WAS BUILT IN 1921.  IT IS LOCATED IN THE CENTRAL PART OF
 RQ0736'TOWN AND IS ONE BLOCK S OF STATE HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0737 ***********************************************************************
 RQ0737  DESIGNATION -  ASHLEY MC INTOSH CO CH DOME
 RQ0737  PID         -  RQ0737
 RQ0737  STATE/COUNTY-  ND/MCINTOSH
 RQ0737  USGS QUAD   -  ASHLEY EAST (1982)
 RQ0737
 RQ0737                         *CURRENT SURVEY CONTROL
 RQ0737  ___________________________________________________________________
 RQ0737* NAD 83(1996)-  46 02 09.56780(N)    099 22 15.69698(W)     ADJUSTED  
 RQ0737* NAVD 88     -                                                        
 RQ0737  ___________________________________________________________________
 RQ0737  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 RQ0737  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RQ0737
 RQ0737  HORZ ORDER  -  THIRD
 RQ0737
 RQ0737.The horizontal coordinates were established by classical geodetic methods
 RQ0737.and adjusted by the National Geodetic Survey in January 1998..
 RQ0737
 RQ0737
 RQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0737
 RQ0737.The geoid height was determined by GEOID03.
 RQ0737
 RQ0737;                    North         East     Units Scale Factor Converg.
 RQ0737;SPC ND S     -    41,681.291   687,397.065   MT  1.00003222   +0 49 24.4
 RQ0737;SPC ND S     -   136,749.64  2,255,239.71   iFT  1.00003222   +0 49 24.4
 RQ0737;SPC SD N     -   244,972.213   648,694.485   MT  1.00008721   +0 26 42.5
 RQ0737;SPC SD N     -   803,713.00  2,128,258.49   sFT  1.00008721   +0 26 42.5
 RQ0737;UTM  14      - 5,098,113.269   471,289.166   MT  0.99961013   -0 16 01.4
 RQ0737
 RQ0737                          SUPERSEDED SURVEY CONTROL
 RQ0737
 RQ0737  NAD 83(1986)-  46 02 09.56924(N)    099 22 15.68739(W) AD(       ) 4
 RQ0737  NAD 27      -  46 02 09.66400(N)    099 22 14.27600(W) AD(       ) 3
 RQ0737
 RQ0737.Superseded values are not recommended for survey control.
 RQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0737.See file dsdata.txt to determine how the superseded data were derived.
 RQ0737
 RQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR7128998113(NAD 83)
 RQ0737_MARKER: 82 = FINIAL
 RQ0737
 RQ0737  HISTORY     - Date     Condition        Report By
 RQ0737  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0737
 RQ0737                          STATION DESCRIPTION
 RQ0737
 RQ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0737'OBJECT OBSERVED UPON IS THE FINIAL ON TOP OF THE DOME ON THE
 RQ0737'MC INTOSH COUNTY COURTHOUSE.  THIS IS A BROWN BRICK BUILDING
 RQ0737'AND IS LOCATED IN THE CENTRAL PART OF TOWN, ONE BLOCK N OF
 RQ0737'STATE HIGHWAY 11.  THIS IS ALSO THE LARGEST BUILDING IN THE
 RQ0737'TOWN OF ASHLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2029 ***********************************************************************
 TF2029  DESIGNATION -  ASPEN
 TF2029  PID         -  TF2029
 TF2029  STATE/COUNTY-  ND/MCHENRY
 TF2029  USGS QUAD   -  RANGELEY NW (1955)
 TF2029
 TF2029                         *CURRENT SURVEY CONTROL
 TF2029  ___________________________________________________________________
 TF2029* NAD 83(1996)-  48 09 09.73504(N)    100 27 13.01159(W)     ADJUSTED  
 TF2029* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TF2029  ___________________________________________________________________
 TF2029  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 TF2029  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TF2029
 TF2029  HORZ ORDER  -  FIRST
 TF2029
 TF2029.The horizontal coordinates were established by classical geodetic methods
 TF2029.and adjusted by the National Geodetic Survey in January 1998..
 TF2029
 TF2029.The orthometric height was scaled from a topographic map.
 TF2029
 TF2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2029
 TF2029.The geoid height was determined by GEOID03.
 TF2029
 TF2029;                    North         East     Units Scale Factor Converg.
 TF2029;SPC ND N     -   128,160.004   603,451.100   MT  0.99993654   +0 02 04.3
 TF2029;SPC ND N     -   420,472.45  1,979,826.44   iFT  0.99993654   +0 02 04.3
 TF2029;UTM  14      - 5,334,294.591   391,888.550   MT  0.99974361   -1 04 58.6
 TF2029
 TF2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2029!SPC ND N     -   0.99993093  x   0.99993654  =   0.99986747
 TF2029!UTM  14      -   0.99993093  x   0.99974361  =   0.99967455
 TF2029
 TF2029:                Primary Azimuth Mark                     Grid Az
 TF2029:SPC ND N     -  ASPEN AZ MK                              000 12 04.8
 TF2029:UTM  14      -  ASPEN AZ MK                              001 19 07.7
 TF2029
 TF2029|---------------------------------------------------------------------|
 TF2029| PID    Reference Object                     Distance      Geod. Az  |
 TF2029|                                                           dddmmss.s |
 TF2029| CO7294 ASPEN AZ MK                                        0001409.1 |
 TF2029| CO7295 ASPEN RM 1                           24.073 METERS 00912     |
 TF2029| CO7296 ASPEN RM 2                           21.931 METERS 26205     |
 TF2029| TF2028 ASPEN 2                              20.110 METERS 31433     |
 TF2029| CO7297 ASPEN 2 AZ MK                                      3583103.5 |
 TF2029|---------------------------------------------------------------------|
 TF2029
 TF2029                          SUPERSEDED SURVEY CONTROL
 TF2029
 TF2029  NAD 83(1986)-  48 09 09.73777(N)    100 27 13.01168(W) AD(       ) 1
 TF2029  NAD 27      -  48 09 09.71900(N)    100 27 11.50900(W) AD(       ) 1
 TF2029
 TF2029.Superseded values are not recommended for survey control.
 TF2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2029.See file dsdata.txt to determine how the superseded data were derived.
 TF2029
 TF2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9188934295(NAD 83)
 TF2029_MARKER: DS = TRIANGULATION STATION DISK
 TF2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2029
 TF2029  HISTORY     - Date     Condition        Report By
 TF2029  HISTORY     - 1946     MONUMENTED       CGS
 TF2029  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TF2029
 TF2029                          STATION DESCRIPTION
 TF2029
 TF2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2029'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHWEST OF
 TF2029'DRAKE, 14 MILES SOUTH-SOUTHWEST OF TOWNER, 59 FEET WEST OF
 TF2029'THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 14, 17 FEET
 TF2029'NORTHWEST OF THE SOUTHEAST FENCE CORNER POST OF PASTURE LAND
 TF2029'AND 11 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE MARK
 TF2029'PROJECTS 3 INCHES AND THE DISK IS STAMPED ASPEN 1946.
 TF2029'
 TF2029'REFERENCE MARK NO. 1 IS 78.98 FEET NORTH OF THE STATION, 44
 TF2029'FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 14
 TF2029'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 TF2029'2 INCHES AND THE DISK IS STAMPED ASPEN NO 1 1946.
 TF2029'
 TF2029'REFERENCE MARK NO. 2 IS 71.95 FEET WEST-SOUTHWEST OF THE
 TF2029'STATION, 24 FEET NORTH OF A TRACK ROAD AND 2 FEET NORTH OF
 TF2029'AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 TF2029'THE DISK IS STAMPED ASPEN NO 2 1946.
 TF2029'
 TF2029'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 44 FEET
 TF2029'WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 14, 2
 TF2029'FEET WEST OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 TF2029'FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 TF2029'IS STAMPED ASPEN 1946.
 TF2029'
 TF2029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2029'STATE HIGHWAY 14 IN THE SOUTHWEST SECTION OF THE VILLAGE OF
 TF2029'TOWNER, GO SOUTH AND WEST ON U.S. HIGHWAY 2 AND STATE HIGHWAY
 TF2029'14 FOR 3.6 MILES TO WHERE STATE HIGHWAY 14 TURNS SOUTH.  TURN
 TF2029'SOUTH ON STATE HIGHWAY 14 AND GO 10.1 MILES TO THE AZIMUTH
 TF2029'MARK ON THE RIGHT.  CONTINUE ON SOUTH FOR 0.3 MILE TO A T ROAD
 TF2029'LEFT AND A TRACK ROAD RIGHT AND THE STATION ON THE RIGHT
 TF2029'AS DESCRIBED.
 TF2029'
 TF2029'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TF2029
 TF2029                          STATION RECOVERY (1958)
 TF2029
 TF2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TF2029'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TF2029'CONDITION.
 TF2029'
 TF2029'A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY DEPARTMENT
 TF2029'TO MOVE THE STATION MARK, ONE REFERENCE MARK AND THE AZIMUTH
 TF2029'MARK AS THEY WERE IN THE WAY OF HIGHWAY IMPROVEMENT.  THE MARKS
 TF2029'WERE DESTROYED AND A NEW STATION WAS ESTABLISHED IN THE
 TF2029'VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2028 ***********************************************************************
 TF2028  DESIGNATION -  ASPEN 2
 TF2028  PID         -  TF2028
 TF2028  STATE/COUNTY-  ND/MCHENRY
 TF2028  USGS QUAD   -  RANGELEY NW (1955)
 TF2028
 TF2028                         *CURRENT SURVEY CONTROL
 TF2028  ___________________________________________________________________
 TF2028* NAD 83(1996)-  48 09 10.19174(N)    100 27 13.70508(W)     ADJUSTED  
 TF2028* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TF2028  ___________________________________________________________________
 TF2028  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 TF2028  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TF2028
 TF2028  HORZ ORDER  -  THIRD
 TF2028
 TF2028.The horizontal coordinates were established by classical geodetic methods
 TF2028.and adjusted by the National Geodetic Survey in January 1998..
 TF2028.No horizontal observational check was made to the station.
 TF2028
 TF2028.The orthometric height was scaled from a topographic map.
 TF2028
 TF2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2028
 TF2028.The geoid height was determined by GEOID03.
 TF2028
 TF2028;                    North         East     Units Scale Factor Converg.
 TF2028;SPC ND N     -   128,174.100   603,436.759   MT  0.99993655   +0 02 03.7
 TF2028;SPC ND N     -   420,518.70  1,979,779.39   iFT  0.99993655   +0 02 03.7
 TF2028;UTM  14      - 5,334,308.962   391,874.490   MT  0.99974365   -1 04 59.1
 TF2028
 TF2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2028!SPC ND N     -   0.99993093  x   0.99993655  =   0.99986748
 TF2028!UTM  14      -   0.99993093  x   0.99974365  =   0.99967459
 TF2028
 TF2028:                Primary Azimuth Mark                     Grid Az
 TF2028:SPC ND N     -  ASPEN AZ MK                              001 34 39.2
 TF2028:UTM  14      -  ASPEN AZ MK                              002 41 42.0
 TF2028
 TF2028|---------------------------------------------------------------------|
 TF2028| PID    Reference Object                     Distance      Geod. Az  |
 TF2028|                                                           dddmmss.s |
 TF2028| CO7294 ASPEN AZ MK                                        0013642.9 |
 TF2028| TF2029 ASPEN                                20.110 METERS 13433     |
 TF2028| CO7296 ASPEN RM 2                           18.652 METERS 20320     |
 TF2028| CO7298 ASPEN 2 RM 3                         22.612 METERS 35951     |
 TF2028| CO7297 ASPEN 2 AZ MK                                      3595234.8 |
 TF2028|---------------------------------------------------------------------|
 TF2028
 TF2028                          SUPERSEDED SURVEY CONTROL
 TF2028
 TF2028  NAD 83(1986)-  48 09 10.19447(N)    100 27 13.70518(W) AD(       ) 3
 TF2028  NAD 27      -  48 09 10.17570(N)    100 27 12.20250(W) AD(       ) 3
 TF2028
 TF2028.Superseded values are not recommended for survey control.
 TF2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2028.See file dsdata.txt to determine how the superseded data were derived.
 TF2028
 TF2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9187434309(NAD 83)
 TF2028_MARKER: DS = TRIANGULATION STATION DISK
 TF2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2028
 TF2028  HISTORY     - Date     Condition        Report By
 TF2028  HISTORY     - 1958     MONUMENTED       CGS
 TF2028
 TF2028                          STATION DESCRIPTION
 TF2028
 TF2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TF2028'THE STATION IS ABOUT 16 MILES NORTH-NORTHWEST OF DRAKE AND
 TF2028'ABOUT 14 MILES SOUTH-SOUTHWEST OF TOWNER.  IT IS ABOUT 99
 TF2028'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14, 41 FEET NORTH
 TF2028'OF A LARGE CORNER POST AT SOUTHEAST CORNER OF A PASTURE AND
 TF2028'1 FOOT EAST OF THE RIGHT OF WAY FENCE.  THE MARK PROJECTS
 TF2028'ABOUT 4 INCHES AND THE DISK IS STAMPED ASPEN 2 1958.
 TF2028'
 TF2028'R.M. NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 123 FEET WEST
 TF2028'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTERLINE
 TF2028'OF THE EAST-WEST ROAD AND 24 FEET WEST-SOUTHWEST OF A LARGE
 TF2028'CORNER POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 TF2028'IS STAMPED ASPEN NO 2 1946.
 TF2028'
 TF2028'R.M. NO. 3 IS NORTH OF THE STATION, 99 FEET WEST OF THE CENTERLINE
 TF2028'OF THE HIGHWAY AND 1 FOOT EAST OF THE RIGHT OF WAY FENCE.
 TF2028'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ASPEN 2 NO
 TF2028'3 1958.
 TF2028'
 TF2028'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE STATION,
 TF2028'99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST
 TF2028'OF THE RIGHT OF WAY FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 TF2028'AND THE DISK IS STAMPED ASPEN 2 1958.
 TF2028'
 TF2028'TO REACH THE STATION FROM TOWNER, FROM THE JUNCTION OF
 TF2028'U.S. HIGHWAY 2 AND STATE HIGHWAY 14, GO SOUTH AND WEST ON
 TF2028'HIGHWAYS 2 AND 14 FOR 3.6 MILES TO JUNCTION OF THESE HIGHWAYS,
 TF2028'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 14 FOR 10.1 MILES
 TF2028'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE SOUTH FOR
 TF2028'0.35 MILE TO CROSSROADS AND STATION IN NORTHWEST ANGLE AS
 TF2028'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0823 ***********************************************************************
 RP0823  DESIGNATION -  AUGUSTANA SYNOD LUTHERAN CH
 RP0823  PID         -  RP0823
 RP0823  STATE/COUNTY-  ND/SARGENT
 RP0823  USGS QUAD   -  LISBON SW (1962)
 RP0823
 RP0823                         *CURRENT SURVEY CONTROL
 RP0823  ___________________________________________________________________
 RP0823* NAD 83(1996)-  46 16 04.40014(N)    097 37 57.58251(W)     ADJUSTED  
 RP0823* NAVD 88     -                                                        
 RP0823  ___________________________________________________________________
 RP0823  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 RP0823  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 RP0823
 RP0823  HORZ ORDER  -  THIRD
 RP0823
 RP0823.The horizontal coordinates were established by classical geodetic methods
 RP0823.and adjusted by the National Geodetic Survey in January 1998..
 RP0823
 RP0823
 RP0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0823
 RP0823.The geoid height was determined by GEOID03.
 RP0823
 RP0823;                    North         East     Units Scale Factor Converg.
 RP0823;SPC ND S     -    70,863.497   820,986.604   MT  0.99998445   +2 05 29.0
 RP0823;SPC ND S     -   232,491.79  2,693,525.60   iFT  0.99998445   +2 05 29.0
 RP0823;UTM  14      - 5,124,721.022   605,363.613   MT  0.99973647   +0 59 17.2
 RP0823
 RP0823                          SUPERSEDED SURVEY CONTROL
 RP0823
 RP0823  NAD 83(1986)-  46 16 04.40146(N)    097 37 57.57644(W) AD(       ) 4
 RP0823  NAD 27      -  46 16 04.53400(N)    097 37 56.23500(W) AD(       ) 3
 RP0823
 RP0823.Superseded values are not recommended for survey control.
 RP0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0823.See file dsdata.txt to determine how the superseded data were derived.
 RP0823
 RP0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0536424721(NAD 83)
 RP0823_MARKER: 91 = CHURCH CROSS
 RP0823
 RP0823  HISTORY     - Date     Condition        Report By
 RP0823  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0823
 RP0823                          STATION DESCRIPTION
 RP0823
 RP0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0823'THE STATION IS THE CROSS ATOP THE WOODEN CHURCH THAT IS
 RP0823'LOCATED ABOUT THREE MILES NORTH-NORTHEAST OF GWINNER.  THE
 RP0823'BUILDING IS WHITE WITH A BLACK SPIRE AND IS APPROXIMATELY
 RP0823'35 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2233 ***********************************************************************
 TF2233  DESIGNATION -  AURELIA
 TF2233  PID         -  TF2233
 TF2233  STATE/COUNTY-  ND/WARD
 TF2233  USGS QUAD   -  AURELIA (1980)
 TF2233
 TF2233                         *CURRENT SURVEY CONTROL
 TF2233  ___________________________________________________________________
 TF2233* NAD 83(1996)-  48 26 02.27751(N)    101 56 33.53719(W)     ADJUSTED  
 TF2233* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 TF2233  ___________________________________________________________________
 TF2233  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 TF2233  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 TF2233
 TF2233  HORZ ORDER  -  SECOND
 TF2233
 TF2233.The horizontal coordinates were established by classical geodetic methods
 TF2233.and adjusted by the National Geodetic Survey in January 1998..
 TF2233
 TF2233.The orthometric height was scaled from a topographic map.
 TF2233
 TF2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2233
 TF2233.The geoid height was determined by GEOID03.
 TF2233
 TF2233;                    North         East     Units Scale Factor Converg.
 TF2233;SPC ND N     -   160,432.397   493,258.898   MT  0.99995441   -1 04 24.7
 TF2233;SPC ND N     -   526,353.01  1,618,303.47   iFT  0.99995441   -1 04 24.7
 TF2233;UTM  14      - 5,368,719.046   282,350.222   MT  1.00018206   -2 12 09.1
 TF2233;UTM  13      - 5,369,051.668   726,132.610   MT  1.00022832   +2 17 18.4
 TF2233
 TF2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2233!SPC ND N     -   0.99989309  x   0.99995441  =   0.99984750
 TF2233!UTM  14      -   0.99989309  x   1.00018206  =   1.00007513
 TF2233!UTM  13      -   0.99989309  x   1.00022832  =   1.00012138
 TF2233
 TF2233:                Primary Azimuth Mark                     Grid Az
 TF2233:SPC ND N     -  SOURIS R TEL MST NNE OF TAGUS            124 05 59.1
 TF2233:UTM  14      -  SOURIS R TEL MST NNE OF TAGUS            125 13 43.5
 TF2233:UTM  13      -  SOURIS R TEL MST NNE OF TAGUS            120 44 16.0
 TF2233
 TF2233|---------------------------------------------------------------------|
 TF2233| PID    Reference Object                     Distance      Geod. Az  |
 TF2233|                                                           dddmmss.s |
 TF2233| TF2231 SOURIS R TEL MST NNE OF TAGUS       APPROX. 4.6 KM 1230134.4 |
 TF2233| CQ6984 AURELIA RM 1                         11.935 METERS 14342     |
 TF2233| TF2232 TAGUS BELL TEL MICROWAVE MST        APPROX. 5.4 KM 1691814.7 |
 TF2233| CQ6985 AURELIA RM 2                         11.462 METERS 20927     |
 TF2233| TG1768 BLAISDELL STATE HWY RADIO MAST      APPROX. 5.9 KM 2463819.1 |
 TF2233| TG1767 BLAISDELL ST LUKES LUTH CHURCH      APPROX. 5.8 KM 2491243.9 |
 TF2233| CQ6983 AURELIA AZ MK                                      2922300.6 |
 TF2233| TG1751 BETHLEHEM LUTH CHURCH STEEPLE       APPROX.18.5 KM 3055521.1 |
 TF2233|---------------------------------------------------------------------|
 TF2233
 TF2233                          SUPERSEDED SURVEY CONTROL
 TF2233
 TF2233  NAD 83(1986)-  48 26 02.27702(N)    101 56 33.53243(W) AD(       ) 2
 TF2233  NAD 27      -  48 26 02.20940(N)    101 56 31.95120(W) AD(       ) 2
 TF2233
 TF2233.Superseded values are not recommended for survey control.
 TF2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2233.See file dsdata.txt to determine how the superseded data were derived.
 TF2233
 TF2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU8235068719(NAD 83)
 TF2233_MARKER: DS = TRIANGULATION STATION DISK
 TF2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2233
 TF2233  HISTORY     - Date     Condition        Report By
 TF2233  HISTORY     - 1962     MONUMENTED       CGS
 TF2233
 TF2233                          STATION DESCRIPTION
 TF2233
 TF2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2233'THE STATION IS LOCATED 2-1/2 MILES WEST AND 4-1/2 MILES SOUTH
 TF2233'OF THE TOWN OF DONNY BROOK, IN THE SW 1/4 OF SEC. 8, T157N,
 TF2233'R87W, ON THE WEST END OF A ROUND KNOLL IN A PASTURE.
 TF2233'
 TF2233'TO REACH FROM THE POST OFFICE IN DONNY BROOK, GO SOUTH FOR 0.1
 TF2233'MILE TO U.S. HIGHWAY 2.  TURN LEFT AND GO EAST FOR 0.1 MILE.
 TF2233'TURN RIGHT AND GO SOUTH, WEST, AND SOUTH ON COUNTY ROUTE 5 FOR
 TF2233'3.65 MILES TO A RAILROAD CROSSING, 1/4 MILE WEST OF THE VILLAGE
 TF2233'OF AURELIA.  CONTINUE SOUTH FOR 1.7 MILES TO A CROSSROADS.
 TF2233'TURN RIGHT AND GO WEST FOR 2 MILES TO A CROSS ROAD.  TURN
 TF2233'LEFT AND GO SOUTH FOR 0.2 MILE TO THE FARM ENTRANCE ROAD ON
 TF2233'THE LEFT TO THE KNUDTSON FARM.  TURN LEFT AND GO EAST FOR 0.2
 TF2233'MILE TO THE FARM HOME OF MR. KNUDTSON ON THE LEFT AND THE
 TF2233'BARN ON THE RIGHT.  PASS THROUGH THE GATE ON THE EAST SIDE OF
 TF2233'THE BARN AND GO SOUTH FOR 0.05 MILE TO ANOTHER GATE.  PASS
 TF2233'THROUGH THE GATE AND CONTINUE SOUTH AND SOUTHEAST ON THE
 TF2233'TRACK ROAD FOR 0.45 MILE THROUGH THE PASTURE TO THE
 TF2233'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.05 MILE
 TF2233'TO A FENCE CORNER ON THE LEFT.  TURN LEFT AND GO EAST ALONG THE
 TF2233'FENCE FOR 0.1 MILE.  BEAR RIGHT AND GO SOUTHWEST FOR 0.1
 TF2233'MILE TO THE HIGHEST POINT OF THE KNOLL AND THE STATION.
 TF2233'
 TF2233'THE STATION MARK IS A STANDARD DISK STAMPED AURELIA 1962 AND
 TF2233'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2233'IS FLUSH WITH THE GROUND.  IT IS 34 FEET NORTH OF A FENCE AND
 TF2233'4.5 FEET NORTHEAST OF A WITNESS POST.
 TF2233'
 TF2233'REFERENCE MARK NO. 1, STAMPED AURELIA NO 1 1962, IS A STANDARD
 TF2233'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2233'IS FLUSH WITH THE GROUND.  IT IS 39.8 FEET SOUTHEAST OF A
 TF2233'WITNESS POST AND 2 FEET NORTH OF A FENCE.
 TF2233'
 TF2233'REFERENCE MARK NO. 2, STAMPED AURELIA NO 2 1962, IS A STANDARD
 TF2233'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2233'IS FLUSH WITH THE GROUND.  IT IS 33.5 FEET SOUTH SOUTH WEST
 TF2233'OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 TF2233'
 TF2233'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AURELIA 1962 AND SET
 TF2233'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF2233'4 INCHES.  IT IS 71 FEET EAST OF THE CENTER OF A TRACK ROAD,
 TF2233'2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
 TF2233'
 TF2233'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 41.67 FEET OR 12.702
 TF2233'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1333 ***********************************************************************
 SL1333  DESIGNATION -  AYR
 SL1333  PID         -  SL1333
 SL1333  STATE/COUNTY-  ND/CASS
 SL1333  USGS QUAD   -  PAGE SE (1967)
 SL1333
 SL1333                         *CURRENT SURVEY CONTROL
 SL1333  ___________________________________________________________________
 SL1333* NAD 83(1996)-  47 01 16.82563(N)    097 31 45.10669(W)     ADJUSTED  
 SL1333* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 SL1333  ___________________________________________________________________
 SL1333  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 SL1333  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 SL1333
 SL1333  HORZ ORDER  -  FIRST
 SL1333
 SL1333.The horizontal coordinates were established by classical geodetic methods
 SL1333.and adjusted by the National Geodetic Survey in January 1998..
 SL1333
 SL1333.The orthometric height was scaled from a topographic map.
 SL1333
 SL1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1333
 SL1333.The geoid height was determined by GEOID03.
 SL1333
 SL1333;                    North         East     Units Scale Factor Converg.
 SL1333;SPC ND S     -   154,852.228   825,790.336   MT  0.99994115   +2 10 00.7
 SL1333;SPC ND S     -   508,045.37  2,709,285.88   iFT  0.99994115   +2 10 00.7
 SL1333;UTM  14      - 5,208,585.300   611,773.319   MT  0.99975355   +1 04 34.2
 SL1333
 SL1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1333!SPC ND S     -   0.99994614  x   0.99994115  =   0.99988730
 SL1333!UTM  14      -   0.99994614  x   0.99975355  =   0.99969971
 SL1333
 SL1333|---------------------------------------------------------------------|
 SL1333| PID    Reference Object                     Distance      Geod. Az  |
 SL1333|                                                           dddmmss.s |
 SL1333| CO4271 AYR RM 1                             26.010 METERS 12416     |
 SL1333| CO4270 AYR AZ MK                                          2721017.2 |
 SL1333| CO4272 AYR RM 2                             24.707 METERS 35129     |
 SL1333|---------------------------------------------------------------------|
 SL1333
 SL1333                          SUPERSEDED SURVEY CONTROL
 SL1333
 SL1333  NAD 83(1986)-  47 01 16.82566(N)    097 31 45.09535(W) AD(       ) 1
 SL1333  NAD 27      -  47 01 16.90900(N)    097 31 43.76900(W) AD(       ) 1
 SL1333
 SL1333.Superseded values are not recommended for survey control.
 SL1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1333.See file dsdata.txt to determine how the superseded data were derived.
 SL1333
 SL1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1177308585(NAD 83)
 SL1333_MARKER: DS = TRIANGULATION STATION DISK
 SL1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1333
 SL1333  HISTORY     - Date     Condition        Report By
 SL1333  HISTORY     - 1954     MONUMENTED       CGS
 SL1333  HISTORY     - 1963     GOOD             CGS
 SL1333
 SL1333                          STATION DESCRIPTION
 SL1333
 SL1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1333'THE STATION IS LOCATED ABOUT 7 MILES, AIRLINE, NORTH-NORTHEAST
 SL1333'OF BUFFALO, ABOUT 2 MILES SOUTHWEST OF THE TOWN OF AYR, AND
 SL1333'ABOUT 0.35 MILES EAST OF A CROSSROAD, IN THE NORTHWEST 1/4
 SL1333'OF SEC. 21, T. 141 N., R. 54 W., ON LAND OWNED BY MR. A.H.
 SL1333'BURR.
 SL1333'
 SL1333'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 SL1333'HIGHWAY 38 AT THE SOUTHWEST EDGE OF BUFFALO--GO NORTH ON
 SL1333'STATE HIGHWAY 38 FOR 6.5 MILES TO CROSSROAD AND SCHOOLHOUSE
 SL1333'ON RIGHT, TURN RIGHT AND GO EAST FOR 1.0 MILE TO CROSSROAD,
 SL1333'TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROAD, TURN RIGHT
 SL1333'AND GO EAST FOR 0.35 MILES TO A FARM DRIVEWAY AND STATION
 SL1333'ON RIGHT.
 SL1333'
 SL1333'THE STATION MARK, NEAR THE WEST EDGE OF A GROVE OF TREES,
 SL1333'IS 82 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 71 FEET WEST OF
 SL1333'A NORTH-AND-SOUTH FENCE, AND IS 15 INCHES BELOW THE GROUND
 SL1333'SURFACE.  THE MARK IS STAMPED AYR 1954.
 SL1333'
 SL1333'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, PROJECTS 4
 SL1333'INCHES AND THE DISK IS STAMPED AYR NO 1 1954.
 SL1333'
 SL1333'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 1 FOOT SOUTH
 SL1333'OF A FENCELINE AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 SL1333'AYR NO 2 1954.
 SL1333'
 SL1333'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILES WEST, IS 45 FEET
 SL1333'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 2 FEET NORTHEAST
 SL1333'OF A WHITE WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK
 SL1333'IS STAMPED AYR 1954.
 SL1333'
 SL1333'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SL1333
 SL1333                          STATION RECOVERY (1963)
 SL1333
 SL1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL1333'STATION RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION AND
 SL1333'ALL MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0229 ***********************************************************************
 RP0229  DESIGNATION -  B
 RP0229  PID         -  RP0229
 RP0229  STATE/COUNTY-  ND/RICHLAND
 RP0229  USGS QUAD   -  FAIRMOUNT (1973)
 RP0229
 RP0229                         *CURRENT SURVEY CONTROL
 RP0229  ___________________________________________________________________
 RP0229* NAD 83(1986)-  46 06 25.     (N)    096 36 21.     (W)     SCALED    
 RP0229* NAVD 88     -       297.418  (meters)     975.78   (feet)  ADJUSTED  
 RP0229  ___________________________________________________________________
 RP0229  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RP0229  DYNAMIC HT  -         297.418 (meters)     975.78  (feet)  COMP
 RP0229  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 RP0229
 RP0229  VERT ORDER  -  FIRST     CLASS II
 RP0229
 RP0229.The horizontal coordinates were scaled from a topographic map and have
 RP0229.an estimated accuracy of +/- 6 seconds.
 RP0229
 RP0229.The orthometric height was determined by differential leveling
 RP0229.and adjusted by the National Geodetic Survey in June 1991..
 RP0229
 RP0229.The geoid height was determined by GEOID03.
 RP0229
 RP0229.The dynamic height is computed by dividing the NAVD 88
 RP0229.geopotential number by the normal gravity value computed on the
 RP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0229.degrees latitude (g = 980.6199 gals.).
 RP0229
 RP0229.The modeled gravity was interpolated from observed gravity values.
 RP0229
 RP0229;                    North         East    Units  Estimated Accuracy
 RP0229;SPC ND S     -    56,400.      900,960.      MT  (+/- 180 meters Scaled)
 RP0229
 RP0229                          SUPERSEDED SURVEY CONTROL
 RP0229
 RP0229  NGVD 29 (??/??/92)  297.205  (m)          975.08   (f) ADJ UNCH    1 2
 RP0229
 RP0229.Superseded values are not recommended for survey control.
 RP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0229.See file dsdata.txt to determine how the superseded data were derived.
 RP0229
 RP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS850087(NAD 83)
 RP0229_MARKER: B = BOLT
 RP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0229+STABILITY: SURFACE MOTION
 RP0229
 RP0229  HISTORY     - Date     Condition        Report By
 RP0229  HISTORY     - UNK      MONUMENTED       CGS
 RP0229  HISTORY     - 1904     GOOD             NGS
 RP0229  HISTORY     - 1934     MARK NOT FOUND   NGS
 RP0229
 RP0229                          STATION DESCRIPTION
 RP0229
 RP0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1904
 RP0229'3.7 MI N FROM FAIRMOUNT.
 RP0229'3.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0229'RAILROAD FROM FAIRMOUNT, RICHLAND COUNTY, AT THE NORTHWEST CORNER OF
 RP0229'THE NORTHEAST 1/4 OF SECTION 5, T. 130 N., R. 47 W., 46 FEET EAST OF
 RP0229'THE TRACK, 43 FEET SOUTH OF A HIGHWAY, AND ON THE RIGHT-OF-WAY AND
 RP0229'HIGHWAY LINES.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST
 RP0229'MARKED U.S.B.M.
 RP0229
 RP0229                          STATION RECOVERY (1934)
 RP0229
 RP0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RP0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0149 ***********************************************************************
 TG0149  DESIGNATION -  B 1
 TG0149  PID         -  TG0149
 TG0149  STATE/COUNTY-  ND/WARD
 TG0149  USGS QUAD   -  KENMARE (1981)
 TG0149
 TG0149                         *CURRENT SURVEY CONTROL
 TG0149  ___________________________________________________________________
 TG0149* NAD 83(1986)-  48 40 25.     (N)    102 05 22.     (W)     SCALED    
 TG0149* NAVD 88     -       547.569  (meters)    1796.48   (feet)  ADJUSTED  
 TG0149  ___________________________________________________________________
 TG0149  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 TG0149  DYNAMIC HT  -         547.675 (meters)    1796.83  (feet)  COMP
 TG0149  MODELED GRAV-     980,785.0   (mgal)                       NAVD 88
 TG0149
 TG0149  VERT ORDER  -  FIRST     CLASS II
 TG0149
 TG0149.The horizontal coordinates were scaled from a topographic map and have
 TG0149.an estimated accuracy of +/- 6 seconds.
 TG0149
 TG0149.The orthometric height was determined by differential leveling
 TG0149.and adjusted by the National Geodetic Survey in June 1991..
 TG0149.WARNING-Repeat measurements at this control monument indicate possible
 TG0149.vertical movement.
 TG0149
 TG0149.The geoid height was determined by GEOID03.
 TG0149
 TG0149.The dynamic height is computed by dividing the NAVD 88
 TG0149.geopotential number by the normal gravity value computed on the
 TG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0149.degrees latitude (g = 980.6199 gals.).
 TG0149
 TG0149.The modeled gravity was interpolated from observed gravity values.
 TG0149
 TG0149;                    North         East    Units  Estimated Accuracy
 TG0149;SPC ND N     -   187,290.      482,950.      MT  (+/- 180 meters Scaled)
 TG0149
 TG0149                          SUPERSEDED SURVEY CONTROL
 TG0149
 TG0149  NGVD 29 (??/??/92)  547.172  (m)         1795.18   (f) ADJ UNCH    1 2
 TG0149
 TG0149.Superseded values are not recommended for survey control.
 TG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0149.See file dsdata.txt to determine how the superseded data were derived.
 TG0149
 TG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP142952(NAD 83)
 TG0149_MARKER: DD = SURVEY DISK
 TG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0149_STAMPING: B 1 1925
 TG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0149+STABILITY: SURFACE MOTION
 TG0149
 TG0149  HISTORY     - Date     Condition        Report By
 TG0149  HISTORY     - 1925     MONUMENTED       USGS
 TG0149  HISTORY     - 1963     GOOD             NGS
 TG0149  HISTORY     - 1972     GOOD             NGS
 TG0149
 TG0149                          STATION DESCRIPTION
 TG0149
 TG0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0149'0.4 MI NW FROM KENMARE.
 TG0149'AT KENMARE, WARD COUNTY, 0.3 MILES NORTHWEST ALONG THE TRACK LEADING
 TG0149'TO BOWBELLS FROM THE SOO LINE RAILROAD STATION (FORMERLY THE
 TG0149'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION) ABOUT 14
 TG0149'FEET NORTH OF THE FIFTH POLE NORTH OF MILEPOST 519, 173 FEET WEST OF
 TG0149'THE WEST RAIL OF THE TRACK LEADING TO LANSFORD, 130 FEET SOUTHEAST OF
 TG0149'A SWITCH ON THE MAIN TRACK, AND 41.8 FEET EAST OF THE EAST RAIL OF THE
 TG0149'TRACK LEADING TO BOWBELLS, A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TG0149'DISK, STAMPED B 1 1925 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 TG0149'FLUSH WITH THE GROUND.  NOTE-- IT IS ABOUT 100 FT NE OF THE NE EDGE OF
 TG0149'DES LACS LAKE, AND 1.0 FT E OF A METAL WITNESS POST.
 TG0149
 TG0149                          STATION RECOVERY (1972)
 TG0149
 TG0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TG0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0006 ***********************************************************************
 RR0006  DESIGNATION -  B 10
 RR0006  PID         -  RR0006
 RR0006  STATE/COUNTY-  ND/EMMONS
 RR0006  USGS QUAD   -  MOFFIT SE (1971)
 RR0006
 RR0006                         *CURRENT SURVEY CONTROL
 RR0006  ___________________________________________________________________
 RR0006* NAD 83(1986)-  46 31 20.     (N)    100 17 24.     (W)     SCALED    
 RR0006* NAVD 88     -       585.398  (meters)    1920.59   (feet)  ADJUSTED  
 RR0006  ___________________________________________________________________
 RR0006  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RR0006  DYNAMIC HT  -         585.388 (meters)    1920.56  (feet)  COMP
 RR0006  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 RR0006
 RR0006  VERT ORDER  -  FIRST     CLASS II
 RR0006
 RR0006.The horizontal coordinates were scaled from a topographic map and have
 RR0006.an estimated accuracy of +/- 6 seconds.
 RR0006
 RR0006.The orthometric height was determined by differential leveling
 RR0006.and adjusted by the National Geodetic Survey in June 1991..
 RR0006
 RR0006.The geoid height was determined by GEOID03.
 RR0006
 RR0006.The dynamic height is computed by dividing the NAVD 88
 RR0006.geopotential number by the normal gravity value computed on the
 RR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0006.degrees latitude (g = 980.6199 gals.).
 RR0006
 RR0006.The modeled gravity was interpolated from observed gravity values.
 RR0006
 RR0006;                    North         East    Units  Estimated Accuracy
 RR0006;SPC ND S     -    95,120.      616,110.      MT  (+/- 180 meters Scaled)
 RR0006
 RR0006                          SUPERSEDED SURVEY CONTROL
 RR0006
 RR0006  NGVD 29 (??/??/92)  584.971  (m)         1919.19   (f) ADJ UNCH    1 2
 RR0006
 RR0006.Superseded values are not recommended for survey control.
 RR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0006.See file dsdata.txt to determine how the superseded data were derived.
 RR0006
 RR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS010528(NAD 83)
 RR0006_MARKER: DB = BENCH MARK DISK
 RR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0006_STAMPING: B 10 1919.192 1927
 RR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0006+STABILITY: SURFACE MOTION
 RR0006
 RR0006  HISTORY     - Date     Condition        Report By
 RR0006  HISTORY     - 1927     MONUMENTED       CGS
 RR0006  HISTORY     - 1957     GOOD             NGS
 RR0006
 RR0006                          STATION DESCRIPTION
 RR0006
 RR0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0006'2.67 MI N FROM HAZELTON.
 RR0006'2-2/3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RR0006'AT HAZELTON, EMMONS COUNTY, ABOUT 575 FEET SOUTH OF BRIDGE 24, 73 FEET
 RR0006'SOUTH OF THE FOURTH POLE SOUTH OF THE BRIDGE, AT THE NORTH END OF A
 RR0006'CUT, 47 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET WEST OF
 RR0006'A LINE OF POLES.  A STANDARD DISK, STAMPED 1919.192 B 10 1927 AND SET
 RR0006'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 RR0006'NOTE-- IT IS 0.2 MILE NORTH OF MILEPOST 25 AND NEAR THE NORTH END OF A
 RR0006'SNOW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1180 ***********************************************************************
 TF1180  DESIGNATION -  B 10
 TF1180  PID         -  TF1180
 TF1180  STATE/COUNTY-  ND/WARD
 TF1180  USGS QUAD   -  CARPIO NE (1979)
 TF1180
 TF1180                         *CURRENT SURVEY CONTROL
 TF1180  ___________________________________________________________________
 TF1180* NAD 83(1986)-  48 24 54.     (N)    101 32 06.     (W)     SCALED    
 TF1180* NAVD 88     -       491.915  (meters)    1613.89   (feet)  ADJUSTED  
 TF1180  ___________________________________________________________________
 TF1180  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 TF1180  DYNAMIC HT  -         492.006 (meters)    1614.19  (feet)  COMP
 TF1180  MODELED GRAV-     980,780.6   (mgal)                       NAVD 88
 TF1180
 TF1180  VERT ORDER  -  SECOND    CLASS 0
 TF1180
 TF1180.The horizontal coordinates were scaled from a topographic map and have
 TF1180.an estimated accuracy of +/- 6 seconds.
 TF1180
 TF1180.The orthometric height was determined by differential leveling
 TF1180.and adjusted by the National Geodetic Survey in June 1991..
 TF1180
 TF1180.The geoid height was determined by GEOID03.
 TF1180
 TF1180.The dynamic height is computed by dividing the NAVD 88
 TF1180.geopotential number by the normal gravity value computed on the
 TF1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1180.degrees latitude (g = 980.6199 gals.).
 TF1180
 TF1180.The modeled gravity was interpolated from observed gravity values.
 TF1180
 TF1180;                    North         East    Units  Estimated Accuracy
 TF1180;SPC ND N     -   157,840.      523,390.      MT  (+/- 180 meters Scaled)
 TF1180
 TF1180                          SUPERSEDED SURVEY CONTROL
 TF1180
 TF1180  NGVD 29 (??/??/92)  491.526  (m)         1612.61   (f) ADJ UNCH    2 0
 TF1180
 TF1180.Superseded values are not recommended for survey control.
 TF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1180.See file dsdata.txt to determine how the superseded data were derived.
 TF1180
 TF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU124655(NAD 83)
 TF1180_MARKER: DD = SURVEY DISK
 TF1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1180_STAMPING: B 10 1925
 TF1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1180+STABILITY: SURFACE MOTION
 TF1180
 TF1180  HISTORY     - Date     Condition        Report By
 TF1180  HISTORY     - 1925     MONUMENTED       USGS
 TF1180  HISTORY     - 1935     GOOD             NGS
 TF1180
 TF1180                          STATION DESCRIPTION
 TF1180
 TF1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF1180'3.5 MI E FROM FOXHOLM.
 TF1180'3.5 MILES EAST ALONG A TOWNSHIP ROAD FROM THE SOO LINE RAILROAD
 TF1180'STATION (FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TF1180'RAILROAD) AT FOXHOLM, WARD COUNTY, 3.7 MILES NORTHWEST ALONG A ROAD
 TF1180'ALONG THE WEST BANK OF SOURIS RIVER.  AT THE NORTHWEST QUARTER OF SEC.
 TF1180'21, T 157 N, R 84 W, AT A ROAD INTERSECTION, 54 FEET WEST OF THE
 TF1180'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 38 FEET SOUTH OF THE
 TF1180'CENTERLINE OF THE EAST-AND-WEST ROAD, 27 FEET SOUTH OF A FENCE, AND 19
 TF1180'FEET NORTH OF THE FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 TF1180'STANDARD DISK, STAMPED B 10 1925 AND SET IN THE TOP OF A CONCRETE
 TF1180'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0328 ***********************************************************************
 SN0328  DESIGNATION -  B 10 B 1
 SN0328  PID         -  SN0328
 SN0328  STATE/COUNTY-  ND/WARD
 SN0328  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0328
 SN0328                         *CURRENT SURVEY CONTROL
 SN0328  ___________________________________________________________________
 SN0328* NAD 83(1986)-  47 58 51.     (N)    100 58 43.     (W)     SCALED    
 SN0328* NAVD 88     -       535.675  (meters)    1757.46   (feet)  ADJUSTED  
 SN0328  ___________________________________________________________________
 SN0328  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN0328  DYNAMIC HT  -         535.746 (meters)    1757.69  (feet)  COMP
 SN0328  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 SN0328
 SN0328  VERT ORDER  -  SECOND    CLASS 0
 SN0328
 SN0328.The horizontal coordinates were scaled from a topographic map and have
 SN0328.an estimated accuracy of +/- 6 seconds.
 SN0328
 SN0328.The orthometric height was determined by differential leveling
 SN0328.and adjusted by the National Geodetic Survey in June 1991..
 SN0328
 SN0328.The geoid height was determined by GEOID03.
 SN0328
 SN0328.The dynamic height is computed by dividing the NAVD 88
 SN0328.geopotential number by the normal gravity value computed on the
 SN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0328.degrees latitude (g = 980.6199 gals.).
 SN0328
 SN0328.The modeled gravity was interpolated from observed gravity values.
 SN0328
 SN0328;                    North         East    Units  Estimated Accuracy
 SN0328;SPC ND N     -   109,160.      564,270.      MT  (+/- 180 meters Scaled)
 SN0328
 SN0328                          SUPERSEDED SURVEY CONTROL
 SN0328
 SN0328  NGVD 29 (??/??/92)  535.29   (m)         1756.2    (f) COMPUTED    2 0
 SN0328
 SN0328.Superseded values are not recommended for survey control.
 SN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0328.See file dsdata.txt to determine how the superseded data were derived.
 SN0328
 SN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU523160(NAD 83)
 SN0328_MARKER: DZ = AZIMUTH MARK DISK
 SN0328_SETTING: 0 = UNSPECIFIED SETTING
 SN0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0328
 SN0328  HISTORY     - Date     Condition        Report By
 SN0328  HISTORY     - UNK      MONUMENTED       DOD
 SN0328  HISTORY     - 1962     GOOD             NGS
 SN0328
 SN0328                          STATION DESCRIPTION
 SN0328
 SN0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0328'7.6 MI SW FROM VELVA.
 SN0328'4.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF US HIGHWAY
 SN0328'52 AT VELVA, THENCE 1.9 MILES WEST ALONG A GRADED ROAD, THENCE 1.0
 SN0328'MILE SOUTH ALONG A GRADED ROAD, 1.3 MILE WEST ALONG A GRADED ROAD,
 SN0328'ABOUT 0.2 MILE NORTH OF THE ROAD ABOUT IN THE CENTER OF A LARGE FIELD,
 SN0328'ABOUT LEVEL WITH THE ROAD.  NOTE-- A 1 1/2 FOOT CONCRETE PEDESTAL THAT
 SN0328'PROJECTS 4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0329 ***********************************************************************
 SN0329  DESIGNATION -  B 10 B 2
 SN0329  PID         -  SN0329
 SN0329  STATE/COUNTY-  ND/WARD
 SN0329  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0329
 SN0329                         *CURRENT SURVEY CONTROL
 SN0329  ___________________________________________________________________
 SN0329* NAD 83(1986)-  47 58 40.     (N)    100 58 42.     (W)     SCALED    
 SN0329* NAVD 88     -       539.225  (meters)    1769.11   (feet)  ADJUSTED  
 SN0329  ___________________________________________________________________
 SN0329  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN0329  DYNAMIC HT  -         539.296 (meters)    1769.34  (feet)  COMP
 SN0329  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SN0329
 SN0329  VERT ORDER  -  SECOND    CLASS 0
 SN0329
 SN0329.The horizontal coordinates were scaled from a topographic map and have
 SN0329.an estimated accuracy of +/- 6 seconds.
 SN0329
 SN0329.The orthometric height was determined by differential leveling
 SN0329.and adjusted by the National Geodetic Survey in June 1991..
 SN0329
 SN0329.The geoid height was determined by GEOID03.
 SN0329
 SN0329.The dynamic height is computed by dividing the NAVD 88
 SN0329.geopotential number by the normal gravity value computed on the
 SN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0329.degrees latitude (g = 980.6199 gals.).
 SN0329
 SN0329.The modeled gravity was interpolated from observed gravity values.
 SN0329
 SN0329;                    North         East    Units  Estimated Accuracy
 SN0329;SPC ND N     -   108,820.      564,290.      MT  (+/- 180 meters Scaled)
 SN0329
 SN0329                          SUPERSEDED SURVEY CONTROL
 SN0329
 SN0329  NGVD 29 (??/??/92)  538.84   (m)         1767.8    (f) COMPUTED    2 0
 SN0329
 SN0329.Superseded values are not recommended for survey control.
 SN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0329.See file dsdata.txt to determine how the superseded data were derived.
 SN0329
 SN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU523157(NAD 83)
 SN0329_MARKER: DZ = AZIMUTH MARK DISK
 SN0329_SETTING: 0 = UNSPECIFIED SETTING
 SN0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0329
 SN0329  HISTORY     - Date     Condition        Report By
 SN0329  HISTORY     - UNK      MONUMENTED       DOD
 SN0329  HISTORY     - 1962     GOOD             NGS
 SN0329
 SN0329                          STATION DESCRIPTION
 SN0329
 SN0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0329'7.6 MI SW FROM VELVA.
 SN0329'4.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF US HIGHWAY
 SN0329'52 AT VELVA, THENCE, 1.9 MILES WEST ALONG A GRADED ROAD, THENCE 1.0
 SN0329'MILE SOUTH ALONG A GRADED ROAD, THENCE, 1.3 MILE WEST ALONG A GRADED
 SN0329'ROAD, IN A LARGE FIELD ABOUT 62 YARDS SOUTH OF THE ROAD, 42 FEET
 SN0329'SOUTHEAST OF THE SOUTHEAST EDGE OF A LARGE PILE OF ROCK, ABOUT LEVEL
 SN0329'WITH THE ROAD.  NOTE-- A 1 1/2 FOOT CONCRETE PEDESTAL THAT PROJECTS 4
 SN0329'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0331 ***********************************************************************
 SN0331  DESIGNATION -  B 10 Z
 SN0331  PID         -  SN0331
 SN0331  STATE/COUNTY-  ND/WARD
 SN0331  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0331
 SN0331                         *CURRENT SURVEY CONTROL
 SN0331  ___________________________________________________________________
 SN0331* NAD 83(1986)-  47 58 41.     (N)    100 58 14.     (W)     SCALED    
 SN0331* NAVD 88     -       535.636  (meters)    1757.33   (feet)  ADJUSTED  
 SN0331  ___________________________________________________________________
 SN0331  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SN0331  DYNAMIC HT  -         535.706 (meters)    1757.56  (feet)  COMP
 SN0331  MODELED GRAV-     980,725.6   (mgal)                       NAVD 88
 SN0331
 SN0331  VERT ORDER  -  SECOND    CLASS 0
 SN0331
 SN0331.The horizontal coordinates were scaled from a topographic map and have
 SN0331.an estimated accuracy of +/- 6 seconds.
 SN0331
 SN0331.The orthometric height was determined by differential leveling
 SN0331.and adjusted by the National Geodetic Survey in June 1991..
 SN0331
 SN0331.The geoid height was determined by GEOID03.
 SN0331
 SN0331.The dynamic height is computed by dividing the NAVD 88
 SN0331.geopotential number by the normal gravity value computed on the
 SN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0331.degrees latitude (g = 980.6199 gals.).
 SN0331
 SN0331.The modeled gravity was interpolated from observed gravity values.
 SN0331
 SN0331;                    North         East    Units  Estimated Accuracy
 SN0331;SPC ND N     -   108,850.      564,870.      MT  (+/- 180 meters Scaled)
 SN0331
 SN0331                          SUPERSEDED SURVEY CONTROL
 SN0331
 SN0331  NGVD 29 (??/??/92)  535.25   (m)         1756.1    (f) COMPUTED    2 0
 SN0331
 SN0331.Superseded values are not recommended for survey control.
 SN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0331.See file dsdata.txt to determine how the superseded data were derived.
 SN0331
 SN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU529157(NAD 83)
 SN0331_MARKER: DS = TRIANGULATION STATION DISK
 SN0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0331_STAMPING: B 10 Z 1962
 SN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0331+STABILITY: SURFACE MOTION
 SN0331
 SN0331  HISTORY     - Date     Condition        Report By
 SN0331  HISTORY     - 1962     MONUMENTED       CGS
 SN0331
 SN0331                          STATION DESCRIPTION
 SN0331
 SN0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0331'7.3 MI SW FROM VELVA.
 SN0331'4.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF US HIGHWAY
 SN0331'52 AT VELVA, THENCE 1.9 MILES WEST ALONG A GRADED ROAD, THENCE 1.0
 SN0331'MILE SOUTH ALONG A GRADED ROAD, AT A GRADED ROAD JUNCTION AND THE
 SN0331'CROSSING OF THE MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD,
 SN0331'94.3 FEET SOUTH AND ACROSS THE TRACK FROM THE CENTER OF THE JUNCTION,
 SN0331'76 FEET SOUTH OF THE CENTERLINE OF THE CROSSING OF THE TRACK AND THE
 SN0331'ROAD EAST, 56.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.7 FEET
 SN0331'SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 SN0331'TRACK AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0332 ***********************************************************************
 SN0332  DESIGNATION -  B 10 Z RM 1
 SN0332  PID         -  SN0332
 SN0332  STATE/COUNTY-  ND/WARD
 SN0332  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0332
 SN0332                         *CURRENT SURVEY CONTROL
 SN0332  ___________________________________________________________________
 SN0332* NAD 83(1986)-  47 58 41.     (N)    100 58 14.     (W)     SCALED    
 SN0332* NAVD 88     -       535.768  (meters)    1757.77   (feet)  ADJUSTED  
 SN0332  ___________________________________________________________________
 SN0332  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SN0332  DYNAMIC HT  -         535.838 (meters)    1758.00  (feet)  COMP
 SN0332  MODELED GRAV-     980,725.6   (mgal)                       NAVD 88
 SN0332
 SN0332  VERT ORDER  -  SECOND    CLASS 0
 SN0332
 SN0332.The horizontal coordinates were scaled from a topographic map and have
 SN0332.an estimated accuracy of +/- 6 seconds.
 SN0332
 SN0332.The orthometric height was determined by differential leveling
 SN0332.and adjusted by the National Geodetic Survey in June 1991..
 SN0332
 SN0332.The geoid height was determined by GEOID03.
 SN0332
 SN0332.The dynamic height is computed by dividing the NAVD 88
 SN0332.geopotential number by the normal gravity value computed on the
 SN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0332.degrees latitude (g = 980.6199 gals.).
 SN0332
 SN0332.The modeled gravity was interpolated from observed gravity values.
 SN0332
 SN0332;                    North         East    Units  Estimated Accuracy
 SN0332;SPC ND N     -   108,850.      564,870.      MT  (+/- 180 meters Scaled)
 SN0332
 SN0332                          SUPERSEDED SURVEY CONTROL
 SN0332
 SN0332  NGVD 29 (??/??/92)  535.38   (m)         1756.5    (f) COMPUTED    2 0
 SN0332
 SN0332.Superseded values are not recommended for survey control.
 SN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0332.See file dsdata.txt to determine how the superseded data were derived.
 SN0332
 SN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU529157(NAD 83)
 SN0332_MARKER: DR = REFERENCE MARK DISK
 SN0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0332_STAMPING: B 10 Z NO 1 1962
 SN0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0332+STABILITY: SURFACE MOTION
 SN0332
 SN0332  HISTORY     - Date     Condition        Report By
 SN0332  HISTORY     - 1962     MONUMENTED       CGS
 SN0332
 SN0332                          STATION DESCRIPTION
 SN0332
 SN0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0332'7.3 MI SW FROM VELVA.
 SN0332'4.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF US HIGHWAY
 SN0332'52 AT VELVA, THENCE, 1.9 MILES WEST ALONG A GRADED ROAD, THENCE, 1.0
 SN0332'MILE SOUTH ALONG A GRADED ROAD, AT A GRADED ROAD JUNCTION AND THE
 SN0332'CROSSING OF THE MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD,
 SN0332'73.8 FEET NORTH EAST OF THE STATION MARK, 63 FEET SOUTHEAST OF THE
 SN0332'CENTER OF THE CROSSING OF THE TRACK AND THE ROAD EAST, 32 FEET SOUTH
 SN0332'OF THE CENTERLINE OF THE ROAD EAST, ABOUT 1 FOOT BELOW THE LEVEL OF
 SN0332'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0330 ***********************************************************************
 SN0330  DESIGNATION -  B 10 Z RM 2
 SN0330  PID         -  SN0330
 SN0330  STATE/COUNTY-  ND/WARD
 SN0330  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0330
 SN0330                         *CURRENT SURVEY CONTROL
 SN0330  ___________________________________________________________________
 SN0330* NAD 83(1986)-  47 58 41.     (N)    100 58 17.     (W)     SCALED    
 SN0330* NAVD 88     -       534.994  (meters)    1755.23   (feet)  ADJUSTED  
 SN0330  ___________________________________________________________________
 SN0330  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 SN0330  DYNAMIC HT  -         535.064 (meters)    1755.46  (feet)  COMP
 SN0330  MODELED GRAV-     980,725.6   (mgal)                       NAVD 88
 SN0330
 SN0330  VERT ORDER  -  SECOND    CLASS 0
 SN0330
 SN0330.The horizontal coordinates were scaled from a topographic map and have
 SN0330.an estimated accuracy of +/- 6 seconds.
 SN0330
 SN0330.The orthometric height was determined by differential leveling
 SN0330.and adjusted by the National Geodetic Survey in June 1991..
 SN0330
 SN0330.The geoid height was determined by GEOID03.
 SN0330
 SN0330.The dynamic height is computed by dividing the NAVD 88
 SN0330.geopotential number by the normal gravity value computed on the
 SN0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0330.degrees latitude (g = 980.6199 gals.).
 SN0330
 SN0330.The modeled gravity was interpolated from observed gravity values.
 SN0330
 SN0330;                    North         East    Units  Estimated Accuracy
 SN0330;SPC ND N     -   108,850.      564,810.      MT  (+/- 180 meters Scaled)
 SN0330
 SN0330                          SUPERSEDED SURVEY CONTROL
 SN0330
 SN0330  NGVD 29 (??/??/92)  534.61   (m)         1754.0    (f) COMPUTED    2 0
 SN0330
 SN0330.Superseded values are not recommended for survey control.
 SN0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0330.See file dsdata.txt to determine how the superseded data were derived.
 SN0330
 SN0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU528157(NAD 83)
 SN0330_MARKER: DR = REFERENCE MARK DISK
 SN0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0330_STAMPING: B 10 Z NO 2 1962
 SN0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0330+STABILITY: SURFACE MOTION
 SN0330
 SN0330  HISTORY     - Date     Condition        Report By
 SN0330  HISTORY     - 1962     MONUMENTED       CGS
 SN0330
 SN0330                          STATION DESCRIPTION
 SN0330
 SN0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0330'7.3 MI SW FROM VELVA.
 SN0330'4.4 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION OF US HIGHWAY
 SN0330'52 AT VELVA, THENCE, 1.9 MILES WEST ALONG A GRADED ROAD, THENCE, 1.0
 SN0330'MILE SOUTH ALONG A GRADED ROAD, AT A GRADED ROAD JUNCTION AND THE
 SN0330'CROSSING OF THE MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD, 141
 SN0330'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE TRACK AND THE ROAD
 SN0330'EAST, 83 FEET SOUTHWEST OF THE STATION MARK, 45 FEET SOUTHEAST OF THE
 SN0330'SOUTHEAST RAIL, ABOUT 4 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN
 SN0330'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0200 ***********************************************************************
 RS0200  DESIGNATION -  B 101
 RS0200  PID         -  RS0200
 RS0200  STATE/COUNTY-  ND/BOWMAN
 RS0200  USGS QUAD   -  GASCOYNE (1978)
 RS0200
 RS0200                         *CURRENT SURVEY CONTROL
 RS0200  ___________________________________________________________________
 RS0200* NAD 83(1986)-  46 06 44.     (N)    103 02 39.     (W)     SCALED    
 RS0200* NAVD 88     -       837.867  (meters)    2748.90   (feet)  ADJUSTED  
 RS0200  ___________________________________________________________________
 RS0200  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 RS0200  DYNAMIC HT  -         837.783 (meters)    2748.63  (feet)  COMP
 RS0200  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 RS0200
 RS0200  VERT ORDER  -  SECOND    CLASS 0
 RS0200
 RS0200.The horizontal coordinates were scaled from a topographic map and have
 RS0200.an estimated accuracy of +/- 6 seconds.
 RS0200
 RS0200.The orthometric height was determined by differential leveling
 RS0200.and adjusted by the National Geodetic Survey in June 1991..
 RS0200
 RS0200.The geoid height was determined by GEOID03.
 RS0200
 RS0200.The dynamic height is computed by dividing the NAVD 88
 RS0200.geopotential number by the normal gravity value computed on the
 RS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0200.degrees latitude (g = 980.6199 gals.).
 RS0200
 RS0200.The modeled gravity was interpolated from observed gravity values.
 RS0200
 RS0200;                    North         East    Units  Estimated Accuracy
 RS0200;SPC ND S     -    52,710.      403,350.      MT  (+/- 180 meters Scaled)
 RS0200
 RS0200                          SUPERSEDED SURVEY CONTROL
 RS0200
 RS0200  NGVD 29 (??/??/92)  837.371  (m)         2747.27   (f) ADJ UNCH    2 0
 RS0200
 RS0200.Superseded values are not recommended for survey control.
 RS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0200.See file dsdata.txt to determine how the superseded data were derived.
 RS0200
 RS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM511083(NAD 83)
 RS0200_MARKER: DB = BENCH MARK DISK
 RS0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0200_STAMPING: B-101 -- 1934
 RS0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0200+STABILITY: SURFACE MOTION
 RS0200
 RS0200  HISTORY     - Date     Condition        Report By
 RS0200  HISTORY     - 1934     MONUMENTED       CGS
 RS0200
 RS0200                          STATION DESCRIPTION
 RS0200
 RS0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0200'1.7 MI SE FROM GASCOYNE.
 RS0200'1.7 MILES SOUTHEAST OF THE CHICAGO MILWAUKEE, ST. PAUL AND PACIFIC
 RS0200'RAILROAD DEPOT AT GASCOYNE. 40 YARDS EAST OF A RAILROAD CUT. 91 FEET
 RS0200'NORTHWEST OF CENTER LINE OF A PRIVATE ROAD CROSSING. 87 FEET WEST OF
 RS0200'CENTER LINE OF A ROAD CROSSING TRACK. 4.3 FEET NORTH OF NORTH RAIL OF
 RS0200'TRACK. 4.6 FEET SOUTH OF RAILROAD FENCE.  A STANDARD TABLET SET IN TOP
 RS0200'OF CONCRETE POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0534 ***********************************************************************
 QS0534  DESIGNATION -  B 102
 QS0534  PID         -  QS0534
 QS0534  STATE/COUNTY-  ND/SIOUX
 QS0534  USGS QUAD   -  THUNDER HAWK (1972)
 QS0534
 QS0534                         *CURRENT SURVEY CONTROL
 QS0534  ___________________________________________________________________
 QS0534* NAD 83(1986)-  45 56 41.     (N)    101 59 32.     (W)     SCALED    
 QS0534* NAVD 88     -       786.148  (meters)    2579.22   (feet)  ADJUSTED  
 QS0534  ___________________________________________________________________
 QS0534  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 QS0534  DYNAMIC HT  -         786.054 (meters)    2578.91  (feet)  COMP
 QS0534  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 QS0534
 QS0534  VERT ORDER  -  SECOND    CLASS 0
 QS0534
 QS0534.The horizontal coordinates were scaled from a topographic map and have
 QS0534.an estimated accuracy of +/- 6 seconds.
 QS0534
 QS0534.The orthometric height was determined by differential leveling
 QS0534.and adjusted by the National Geodetic Survey in June 1991..
 QS0534
 QS0534.The geoid height was determined by GEOID03.
 QS0534
 QS0534.The dynamic height is computed by dividing the NAVD 88
 QS0534.geopotential number by the normal gravity value computed on the
 QS0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0534.degrees latitude (g = 980.6199 gals.).
 QS0534
 QS0534.The modeled gravity was interpolated from observed gravity values.
 QS0534
 QS0534;                    North         East    Units  Estimated Accuracy
 QS0534;SPC ND S     -    32,010.      484,290.      MT  (+/- 180 meters Scaled)
 QS0534
 QS0534                          SUPERSEDED SURVEY CONTROL
 QS0534
 QS0534  NGVD 29 (??/??/92)  785.645  (m)         2577.57   (f) ADJ UNCH    2 0
 QS0534
 QS0534.Superseded values are not recommended for survey control.
 QS0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0534.See file dsdata.txt to determine how the superseded data were derived.
 QS0534
 QS0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR680922(NAD 83)
 QS0534_MARKER: DB = BENCH MARK DISK
 QS0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0534_STAMPING: B 102 1934
 QS0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0534+STABILITY: SURFACE MOTION
 QS0534
 QS0534  HISTORY     - Date     Condition        Report By
 QS0534  HISTORY     - 1934     MONUMENTED       CGS
 QS0534  HISTORY     - 1938     GOOD             NGS
 QS0534
 QS0534                          STATION DESCRIPTION
 QS0534
 QS0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0534'0.9 MI NW FROM THUNDER HAWK.
 QS0534'IN SIOUX COUNTY, NORTH DAKOTA, 0.9 MILE NORTHWEST ALONG THE
 QS0534'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 QS0534'STATION AT THUNDER HAWK, CORSON COUNTY, SOUTH DAKOTA, 632 FEET
 QS0534'NORTHWEST OF A ROAD CROSSING, 68 FEET NORTH OF THE NORTH
 QS0534'DAKOTA-SOUTH DAKOTA STATE LINE, 43 FEET SOUTHWEST OF THE CENTER
 QS0534'LINE OF THE TRACK, 25 FEET NORTHWEST OF A POLE, IN LINE WITH
 QS0534'THE ROW OF POLES, AND 6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 QS0534'A STANDARD DISK, STAMPED B 102 1934 AND SET IN THE TOP OF A
 QS0534'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QS0534
 QS0534                          STATION RECOVERY (1938)
 QS0534
 QS0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 QS0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0287 ***********************************************************************
 RR0287  DESIGNATION -  B 11
 RR0287  PID         -  RR0287
 RR0287  STATE/COUNTY-  ND/BURLEIGH
 RR0287  USGS QUAD   -  MENOKEN SW (1976)
 RR0287
 RR0287                         *CURRENT SURVEY CONTROL
 RR0287  ___________________________________________________________________
 RR0287* NAD 83(1986)-  46 48 29.     (N)    100 44 17.     (W)     SCALED    
 RR0287* NAVD 88     -       507.920  (meters)    1666.40   (feet)  ADJUSTED  
 RR0287  ___________________________________________________________________
 RR0287  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RR0287  DYNAMIC HT  -         507.927 (meters)    1666.42  (feet)  COMP
 RR0287  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 RR0287
 RR0287  VERT ORDER  -  FIRST     CLASS II
 RR0287
 RR0287.The horizontal coordinates were scaled from a topographic map and have
 RR0287.an estimated accuracy of +/- 6 seconds.
 RR0287
 RR0287.The orthometric height was determined by differential leveling
 RR0287.and adjusted by the National Geodetic Survey in June 1991..
 RR0287
 RR0287.The geoid height was determined by GEOID03.
 RR0287
 RR0287.The dynamic height is computed by dividing the NAVD 88
 RR0287.geopotential number by the normal gravity value computed on the
 RR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0287.degrees latitude (g = 980.6199 gals.).
 RR0287
 RR0287.The modeled gravity was interpolated from observed gravity values.
 RR0287
 RR0287;                    North         East    Units  Estimated Accuracy
 RR0287;SPC ND S     -   126,900.      581,830.      MT  (+/- 180 meters Scaled)
 RR0287
 RR0287                          SUPERSEDED SURVEY CONTROL
 RR0287
 RR0287  NGVD 29 (??/??/92)  507.501  (m)         1665.03   (f) ADJ UNCH    1 2
 RR0287
 RR0287.Superseded values are not recommended for survey control.
 RR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0287.See file dsdata.txt to determine how the superseded data were derived.
 RR0287
 RR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS673853(NAD 83)
 RR0287_MARKER: DB = BENCH MARK DISK
 RR0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0287_STAMPING: B 11 1927 1665.026
 RR0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0287+STABILITY: SURFACE MOTION
 RR0287
 RR0287  HISTORY     - Date     Condition        Report By
 RR0287  HISTORY     - 1927     MONUMENTED       CGS
 RR0287  HISTORY     - 1962     GOOD             NGS
 RR0287  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0287
 RR0287                          STATION DESCRIPTION
 RR0287
 RR0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RR0287'2.2 MI NE FROM BISMARCK.
 RR0287'ABOUT 2.2 MILE NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0287'STATION AT BISMARCK, 0.2 MILE SOUTH OF MILEPOST 558, 2 1/2 POLES SOUTH
 RR0287'OF A ROAD CROSSING, 46 FEET NORTH OF THE 3RD POLE SOUTH OF THE
 RR0287'CROSSING, 28.3 FEET WEST OF THE WEST RAIL, 19 FEET EAST OF A FENCE
 RR0287'LINE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 RR0287'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 RR0287
 RR0287                          STATION RECOVERY (1982)
 RR0287
 RR0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0287'NOT RECOVERED, PROBABLY GRADED OUT WHEN NEW STREET WAS BUILT AND
 RR0287'LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0450 ***********************************************************************
 TF0450  DESIGNATION -  B 11 B 1
 TF0450  PID         -  TF0450
 TF0450  STATE/COUNTY-  ND/MCHENRY
 TF0450  USGS QUAD   -  VELVA (1949)
 TF0450
 TF0450                         *CURRENT SURVEY CONTROL
 TF0450  ___________________________________________________________________
 TF0450* NAD 83(1986)-  48 02 27.     (N)    100 55 58.     (W)     SCALED    
 TF0450* NAVD 88     -       500.401  (meters)    1641.73   (feet)  ADJUSTED  
 TF0450  ___________________________________________________________________
 TF0450  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0450  DYNAMIC HT  -         500.474 (meters)    1641.97  (feet)  COMP
 TF0450  MODELED GRAV-     980,741.6   (mgal)                       NAVD 88
 TF0450
 TF0450  VERT ORDER  -  SECOND    CLASS 0
 TF0450
 TF0450.The horizontal coordinates were scaled from a topographic map and have
 TF0450.an estimated accuracy of +/- 6 seconds.
 TF0450
 TF0450.The orthometric height was determined by differential leveling
 TF0450.and adjusted by the National Geodetic Survey in June 1991..
 TF0450
 TF0450.The geoid height was determined by GEOID03.
 TF0450
 TF0450.The dynamic height is computed by dividing the NAVD 88
 TF0450.geopotential number by the normal gravity value computed on the
 TF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0450.degrees latitude (g = 980.6199 gals.).
 TF0450
 TF0450.The modeled gravity was interpolated from observed gravity values.
 TF0450
 TF0450;                    North         East    Units  Estimated Accuracy
 TF0450;SPC ND N     -   115,810.      567,730.      MT  (+/- 180 meters Scaled)
 TF0450
 TF0450                          SUPERSEDED SURVEY CONTROL
 TF0450
 TF0450  NGVD 29 (??/??/92)  500.02   (m)         1640.5    (f) COMPUTED    2 0
 TF0450
 TF0450.Superseded values are not recommended for survey control.
 TF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0450.See file dsdata.txt to determine how the superseded data were derived.
 TF0450
 TF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU559226(NAD 83)
 TF0450_MARKER: DD = SURVEY DISK
 TF0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0450_SP_SET: PEDESTAL
 TF0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0450
 TF0450  HISTORY     - Date     Condition        Report By
 TF0450  HISTORY     - UNK      MONUMENTED       DOD
 TF0450  HISTORY     - 1962     GOOD             NGS
 TF0450
 TF0450                          STATION DESCRIPTION
 TF0450
 TF0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0450'1.1 MI S FROM VELVA.
 TF0450'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0450'HIGHWAY NO. 52 AT VELVA, 0.2 MILE SOUTHWEST ALONG A FARM ROAD, ABOUT
 TF0450'110 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD, ON THE TOP OF A
 TF0450'SLIGHT RIDGE IN A FIELD, A 1 1/2 FOOT CONCRETE PEDESTAL THAT PROJECTS
 TF0450'4 FOOT.  NOTE-- CENTER OF TRIBACH HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0449 ***********************************************************************
 TF0449  DESIGNATION -  B 11 B 2
 TF0449  PID         -  TF0449
 TF0449  STATE/COUNTY-  ND/MCHENRY
 TF0449  USGS QUAD   -  VELVA (1949)
 TF0449
 TF0449                         *CURRENT SURVEY CONTROL
 TF0449  ___________________________________________________________________
 TF0449* NAD 83(1986)-  48 02 25.     (N)    100 55 35.     (W)     SCALED    
 TF0449* NAVD 88     -       498.036  (meters)    1633.97   (feet)  ADJUSTED  
 TF0449  ___________________________________________________________________
 TF0449  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TF0449  DYNAMIC HT  -         498.108 (meters)    1634.21  (feet)  COMP
 TF0449  MODELED GRAV-     980,740.9   (mgal)                       NAVD 88
 TF0449
 TF0449  VERT ORDER  -  SECOND    CLASS 0
 TF0449
 TF0449.The horizontal coordinates were scaled from a topographic map and have
 TF0449.an estimated accuracy of +/- 6 seconds.
 TF0449
 TF0449.The orthometric height was determined by differential leveling
 TF0449.and adjusted by the National Geodetic Survey in June 1991..
 TF0449
 TF0449.The geoid height was determined by GEOID03.
 TF0449
 TF0449.The dynamic height is computed by dividing the NAVD 88
 TF0449.geopotential number by the normal gravity value computed on the
 TF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0449.degrees latitude (g = 980.6199 gals.).
 TF0449
 TF0449.The modeled gravity was interpolated from observed gravity values.
 TF0449
 TF0449;                    North         East    Units  Estimated Accuracy
 TF0449;SPC ND N     -   115,750.      568,210.      MT  (+/- 180 meters Scaled)
 TF0449
 TF0449                          SUPERSEDED SURVEY CONTROL
 TF0449
 TF0449  NGVD 29 (??/??/92)  497.66   (m)         1632.7    (f) COMPUTED    2 0
 TF0449
 TF0449.Superseded values are not recommended for survey control.
 TF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0449.See file dsdata.txt to determine how the superseded data were derived.
 TF0449
 TF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU564225(NAD 83)
 TF0449_MARKER: DD = SURVEY DISK
 TF0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0449_SP_SET: PEDESTAL
 TF0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0449
 TF0449  HISTORY     - Date     Condition        Report By
 TF0449  HISTORY     - UNK      MONUMENTED       DOD
 TF0449  HISTORY     - 1962     GOOD             NGS
 TF0449
 TF0449                          STATION DESCRIPTION
 TF0449
 TF0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0449'1.10 MI S FROM VELVA.
 TF0449'1.10 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0449'HIGHWAY NO. 52, ABOUT 147 YARDS EAST OF THE HIGHWAY ON THE TOP OF A
 TF0449'SLIGHT RIDGE IN A LARGE FIELD, ABOUT LEVEL WITH THE HIGHWAY, A 1 1/2
 TF0449'FOOT CONCRETE PEDESTAL THAT PROJECTS 4 FOOT.  NOTE-- CENTER OF TRIBACH
 TF0449'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0447 ***********************************************************************
 TF0447  DESIGNATION -  B 11 Z
 TF0447  PID         -  TF0447
 TF0447  STATE/COUNTY-  ND/MCHENRY
 TF0447  USGS QUAD   -  VELVA (1949)
 TF0447
 TF0447                         *CURRENT SURVEY CONTROL
 TF0447  ___________________________________________________________________
 TF0447* NAD 83(1986)-  48 02 07.     (N)    100 55 38.     (W)     SCALED    
 TF0447* NAVD 88     -       503.409  (meters)    1651.60   (feet)  ADJUSTED  
 TF0447  ___________________________________________________________________
 TF0447  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TF0447  DYNAMIC HT  -         503.482 (meters)    1651.84  (feet)  COMP
 TF0447  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF0447
 TF0447  VERT ORDER  -  SECOND    CLASS 0
 TF0447
 TF0447.The horizontal coordinates were scaled from a topographic map and have
 TF0447.an estimated accuracy of +/- 6 seconds.
 TF0447
 TF0447.The orthometric height was determined by differential leveling
 TF0447.and adjusted by the National Geodetic Survey in June 1991..
 TF0447
 TF0447.The geoid height was determined by GEOID03.
 TF0447
 TF0447.The dynamic height is computed by dividing the NAVD 88
 TF0447.geopotential number by the normal gravity value computed on the
 TF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0447.degrees latitude (g = 980.6199 gals.).
 TF0447
 TF0447.The modeled gravity was interpolated from observed gravity values.
 TF0447
 TF0447;                    North         East    Units  Estimated Accuracy
 TF0447;SPC ND N     -   115,190.      568,140.      MT  (+/- 180 meters Scaled)
 TF0447
 TF0447                          SUPERSEDED SURVEY CONTROL
 TF0447
 TF0447  NGVD 29 (??/??/92)  503.03   (m)         1650.4    (f) COMPUTED    2 0
 TF0447
 TF0447.Superseded values are not recommended for survey control.
 TF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0447.See file dsdata.txt to determine how the superseded data were derived.
 TF0447
 TF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU563220(NAD 83)
 TF0447_MARKER: DS = TRIANGULATION STATION DISK
 TF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0447_STAMPING: B 11 Z 1962
 TF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0447+STABILITY: SURFACE MOTION
 TF0447
 TF0447  HISTORY     - Date     Condition        Report By
 TF0447  HISTORY     - 1962     MONUMENTED       CGS
 TF0447
 TF0447                          STATION DESCRIPTION
 TF0447
 TF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0447'1.5 MI S FROM VELVA.
 TF0447'1.5 MILE SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0447'HIGHWAY NO. 52 ON THE TOP OF THE FIRST SMALL KNOLL JUST NORTHEAST OF A
 TF0447'WHITE HOUSE, 316 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 69.5
 TF0447'FEET NORTH OF THE NORTH WEST CORNER OF A SMALL BARN, 88.5 FEET NORTH
 TF0447'OF A POWER POLE WITH TWO TRANSFORMERS, ABOUT LEVEL WITH THE TOP OF THE
 TF0447'KNOLL, SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0446 ***********************************************************************
 TF0446  DESIGNATION -  B 11 Z RM 1
 TF0446  PID         -  TF0446
 TF0446  STATE/COUNTY-  ND/MCHENRY
 TF0446  USGS QUAD   -  VELVA (1949)
 TF0446
 TF0446                         *CURRENT SURVEY CONTROL
 TF0446  ___________________________________________________________________
 TF0446* NAD 83(1986)-  48 02 08.     (N)    100 55 38.     (W)     SCALED    
 TF0446* NAVD 88     -       502.617  (meters)    1649.00   (feet)  ADJUSTED  
 TF0446  ___________________________________________________________________
 TF0446  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TF0446  DYNAMIC HT  -         502.689 (meters)    1649.24  (feet)  COMP
 TF0446  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF0446
 TF0446  VERT ORDER  -  SECOND    CLASS 0
 TF0446
 TF0446.The horizontal coordinates were scaled from a topographic map and have
 TF0446.an estimated accuracy of +/- 6 seconds.
 TF0446
 TF0446.The orthometric height was determined by differential leveling
 TF0446.and adjusted by the National Geodetic Survey in June 1991..
 TF0446
 TF0446.The geoid height was determined by GEOID03.
 TF0446
 TF0446.The dynamic height is computed by dividing the NAVD 88
 TF0446.geopotential number by the normal gravity value computed on the
 TF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0446.degrees latitude (g = 980.6199 gals.).
 TF0446
 TF0446.The modeled gravity was interpolated from observed gravity values.
 TF0446
 TF0446;                    North         East    Units  Estimated Accuracy
 TF0446;SPC ND N     -   115,220.      568,140.      MT  (+/- 180 meters Scaled)
 TF0446
 TF0446                          SUPERSEDED SURVEY CONTROL
 TF0446
 TF0446  NGVD 29 (??/??/92)  502.24   (m)         1647.8    (f) COMPUTED    2 0
 TF0446
 TF0446.Superseded values are not recommended for survey control.
 TF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0446.See file dsdata.txt to determine how the superseded data were derived.
 TF0446
 TF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU563220(NAD 83)
 TF0446_MARKER: DR = REFERENCE MARK DISK
 TF0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0446_STAMPING: B 11 Z NO. 1 1962
 TF0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0446+STABILITY: SURFACE MOTION
 TF0446
 TF0446  HISTORY     - Date     Condition        Report By
 TF0446  HISTORY     - 1962     MONUMENTED       CGS
 TF0446
 TF0446                          STATION DESCRIPTION
 TF0446
 TF0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0446'1.5 MI S FROM VELVA.
 TF0446'1.5 MILE SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0446'HIGHWAY NO. 52 AT VELVA, ON THE SOUTH SLOPE OF A SMALL KNOLL THAT IS
 TF0446'JUST NORTHEAST OF A SMALL WHITE HOUSE, 316 FEET EAST OF THE CENTER
 TF0446'LINE OF THE HIGHWAY, 24.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 TF0446'SMALL BARN, 31.5 FEET EAST OF A POWER POLE, 2.5 FEET NORTHWEST OF AN 8
 TF0446'FOOT HIGH POST THAT WAS ONCE A POWER POLE, 45 FEET SOUTH OF THE
 TF0446'STATION MARK, ABOUT 2 FEET BELOW THE TOP OF THE KNOLL, AND SET IN THE
 TF0446'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0448 ***********************************************************************
 TF0448  DESIGNATION -  B 11 Z RM 2
 TF0448  PID         -  TF0448
 TF0448  STATE/COUNTY-  ND/MCHENRY
 TF0448  USGS QUAD   -  VELVA (1949)
 TF0448
 TF0448                         *CURRENT SURVEY CONTROL
 TF0448  ___________________________________________________________________
 TF0448* NAD 83(1986)-  48 02 08.     (N)    100 55 38.     (W)     SCALED    
 TF0448* NAVD 88     -       501.915  (meters)    1646.70   (feet)  ADJUSTED  
 TF0448  ___________________________________________________________________
 TF0448  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TF0448  DYNAMIC HT  -         501.987 (meters)    1646.94  (feet)  COMP
 TF0448  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF0448
 TF0448  VERT ORDER  -  SECOND    CLASS 0
 TF0448
 TF0448.The horizontal coordinates were scaled from a topographic map and have
 TF0448.an estimated accuracy of +/- 6 seconds.
 TF0448
 TF0448.The orthometric height was determined by differential leveling
 TF0448.and adjusted by the National Geodetic Survey in June 1991..
 TF0448
 TF0448.The geoid height was determined by GEOID03.
 TF0448
 TF0448.The dynamic height is computed by dividing the NAVD 88
 TF0448.geopotential number by the normal gravity value computed on the
 TF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0448.degrees latitude (g = 980.6199 gals.).
 TF0448
 TF0448.The modeled gravity was interpolated from observed gravity values.
 TF0448
 TF0448;                    North         East    Units  Estimated Accuracy
 TF0448;SPC ND N     -   115,220.      568,140.      MT  (+/- 180 meters Scaled)
 TF0448
 TF0448                          SUPERSEDED SURVEY CONTROL
 TF0448
 TF0448  NGVD 29 (??/??/92)  501.54   (m)         1645.5    (f) COMPUTED    2 0
 TF0448
 TF0448.Superseded values are not recommended for survey control.
 TF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0448.See file dsdata.txt to determine how the superseded data were derived.
 TF0448
 TF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU563220(NAD 83)
 TF0448_MARKER: DR = REFERENCE MARK DISK
 TF0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0448_STAMPING: B 11 Z NO. 2 1962
 TF0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0448+STABILITY: SURFACE MOTION
 TF0448
 TF0448  HISTORY     - Date     Condition        Report By
 TF0448  HISTORY     - 1962     MONUMENTED       CGS
 TF0448
 TF0448                          STATION DESCRIPTION
 TF0448
 TF0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0448'1.5 MI S FROM VELVA.
 TF0448'1.5 MILE SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0448'HIGHWAY NO. 52, ON THE NORTH SLOPE OF A KNOLL JUST NORTHEAST OF A
 TF0448'WHITE HOUSE, 31.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 88.8
 TF0448'FEET NORTH OF THE STATION MARK, 2.5 FEET WEST OF A POWER POLE WITH TWO
 TF0448'TRANSFORMERS, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET BELOW THE
 TF0448'TOP OF THE KNOLL, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 TF0448'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0343 ***********************************************************************
 TD0343  DESIGNATION -  B 116
 TD0343  PID         -  TD0343
 TD0343  STATE/COUNTY-  ND/WALSH
 TD0343  USGS QUAD   -  ARDOCH (1972)
 TD0343
 TD0343                         *CURRENT SURVEY CONTROL
 TD0343  ___________________________________________________________________
 TD0343* NAD 83(1986)-  48 12 05.     (N)    097 18 40.     (W)     SCALED    
 TD0343* NAVD 88     -       252.481  (meters)     828.35   (feet)  ADJUSTED  
 TD0343  ___________________________________________________________________
 TD0343  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 TD0343  DYNAMIC HT  -         252.534 (meters)     828.52  (feet)  COMP
 TD0343  MODELED GRAV-     980,817.6   (mgal)                       NAVD 88
 TD0343
 TD0343  VERT ORDER  -  SECOND    CLASS 0
 TD0343
 TD0343.The horizontal coordinates were scaled from a topographic map and have
 TD0343.an estimated accuracy of +/- 6 seconds.
 TD0343
 TD0343.The orthometric height was determined by differential leveling
 TD0343.and adjusted by the National Geodetic Survey in June 1991..
 TD0343
 TD0343.The geoid height was determined by GEOID03.
 TD0343
 TD0343.The dynamic height is computed by dividing the NAVD 88
 TD0343.geopotential number by the normal gravity value computed on the
 TD0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0343.degrees latitude (g = 980.6199 gals.).
 TD0343
 TD0343.The modeled gravity was interpolated from observed gravity values.
 TD0343
 TD0343;                    North         East    Units  Estimated Accuracy
 TD0343;SPC ND N     -   138,480.      836,960.      MT  (+/- 180 meters Scaled)
 TD0343
 TD0343                          SUPERSEDED SURVEY CONTROL
 TD0343
 TD0343  NGVD 29 (??/??/92)  252.141  (m)          827.23   (f) ADJ UNCH    2 0
 TD0343
 TD0343.Superseded values are not recommended for survey control.
 TD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0343.See file dsdata.txt to determine how the superseded data were derived.
 TD0343
 TD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU254400(NAD 83)
 TD0343_MARKER: DB = BENCH MARK DISK
 TD0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0343+STABILITY: SURFACE MOTION
 TD0343
 TD0343  HISTORY     - Date     Condition        Report By
 TD0343  HISTORY     - UNK      MONUMENTED       CGS
 TD0343  HISTORY     - 1934     GOOD             NGS
 TD0343
 TD0343                          STATION DESCRIPTION
 TD0343
 TD0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0343'1.5 MI E FROM ARDOCH.
 TD0343'1 1/2 MILES EAST OF ARDOCH, N. DAK. ON THE SOO LINE R.R. 25 FEET NORTH
 TD0343'OF TRACK, 13 RAILS WEST OF MILE POST 363, 150 YARDS SOUTHWEST OF AN
 TD0343'OLD LAKE BED.  BEMIDJI, MINN. VIA THIEF RIVER FALLS, MINN. TO ARDOCH,
 TD0343'N.D. LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0572 ***********************************************************************
 SL0572  DESIGNATION -  B 117
 SL0572  PID         -  SL0572
 SL0572  STATE/COUNTY-  ND/CASS
 SL0572  USGS QUAD   -  PAGE SE (1967)
 SL0572
 SL0572                         *CURRENT SURVEY CONTROL
 SL0572  ___________________________________________________________________
 SL0572* NAD 83(1986)-  47 00 25.     (N)    097 33 26.     (W)     SCALED    
 SL0572* NAVD 88     -       367.369  (meters)    1205.28   (feet)  ADJUSTED  
 SL0572  ___________________________________________________________________
 SL0572  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 SL0572  DYNAMIC HT  -         367.400 (meters)    1205.38  (feet)  COMP
 SL0572  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SL0572
 SL0572  VERT ORDER  -  SECOND    CLASS 0
 SL0572
 SL0572.The horizontal coordinates were scaled from a topographic map and have
 SL0572.an estimated accuracy of +/- 6 seconds.
 SL0572
 SL0572.The orthometric height was determined by differential leveling
 SL0572.and adjusted by the National Geodetic Survey in June 1991..
 SL0572
 SL0572.The geoid height was determined by GEOID03.
 SL0572
 SL0572.The dynamic height is computed by dividing the NAVD 88
 SL0572.geopotential number by the normal gravity value computed on the
 SL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0572.degrees latitude (g = 980.6199 gals.).
 SL0572
 SL0572.The modeled gravity was interpolated from observed gravity values.
 SL0572
 SL0572;                    North         East    Units  Estimated Accuracy
 SL0572;SPC ND S     -   153,170.      823,720.      MT  (+/- 180 meters Scaled)
 SL0572
 SL0572                          SUPERSEDED SURVEY CONTROL
 SL0572
 SL0572  NGVD 29 (??/??/92)  367.02   (m)         1204.1    (f) COMPUTED    2 0
 SL0572
 SL0572.Superseded values are not recommended for survey control.
 SL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0572.See file dsdata.txt to determine how the superseded data were derived.
 SL0572
 SL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT096069(NAD 83)
 SL0572_MARKER: DB = BENCH MARK DISK
 SL0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0572_STAMPING: B-117 1934
 SL0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0572+STABILITY: SURFACE MOTION
 SL0572
 SL0572  HISTORY     - Date     Condition        Report By
 SL0572  HISTORY     - 1934     MONUMENTED       CGS
 SL0572
 SL0572                          STATION DESCRIPTION
 SL0572
 SL0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0572'6.6 MI N FROM BUFFALO.
 SL0572'6.6 MILES NORTH OF FIRST NATIONAL BANK AT BUFFALO.  ALONG STATE
 SL0572'HIGHWAY NO. 38 IN NORTHWEST CORNER OF SCHOOL GROUNDS AT CROSSROADS.
 SL0572'SET IN POST 2 FEET BELOW HIGHWAY LEVEL, 7 FEET SOUTHWEST OF TELEPHONE
 SL0572'POLE, 36 FEET EAST OF CENTER LINE OF HIGHWAY AND 45 FEET SOUTH OF
 SL0572'CENTER LINE OF CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0573 ***********************************************************************
 SL0573  DESIGNATION -  B 117 RESET
 SL0573  PID         -  SL0573
 SL0573  STATE/COUNTY-  ND/CASS
 SL0573  USGS QUAD   -  PAGE SE (1967)
 SL0573
 SL0573                         *CURRENT SURVEY CONTROL
 SL0573  ___________________________________________________________________
 SL0573* NAD 83(1986)-  47 00 25.     (N)    097 33 26.     (W)     SCALED    
 SL0573* NAVD 88     -       367.946  (meters)    1207.17   (feet)  ADJUSTED  
 SL0573  ___________________________________________________________________
 SL0573  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 SL0573  DYNAMIC HT  -         367.978 (meters)    1207.27  (feet)  COMP
 SL0573  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SL0573
 SL0573  VERT ORDER  -  SECOND    CLASS 0
 SL0573
 SL0573.The horizontal coordinates were scaled from a topographic map and have
 SL0573.an estimated accuracy of +/- 6 seconds.
 SL0573
 SL0573.The orthometric height was determined by differential leveling
 SL0573.and adjusted by the National Geodetic Survey in June 1991..
 SL0573
 SL0573.The geoid height was determined by GEOID03.
 SL0573
 SL0573.The dynamic height is computed by dividing the NAVD 88
 SL0573.geopotential number by the normal gravity value computed on the
 SL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0573.degrees latitude (g = 980.6199 gals.).
 SL0573
 SL0573.The modeled gravity was interpolated from observed gravity values.
 SL0573
 SL0573;                    North         East    Units  Estimated Accuracy
 SL0573;SPC ND S     -   153,170.      823,720.      MT  (+/- 180 meters Scaled)
 SL0573
 SL0573                          SUPERSEDED SURVEY CONTROL
 SL0573
 SL0573  NGVD 29 (??/??/92)  367.594  (m)         1206.01   (f) ADJ UNCH    2 0
 SL0573
 SL0573.Superseded values are not recommended for survey control.
 SL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0573.See file dsdata.txt to determine how the superseded data were derived.
 SL0573
 SL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT096069(NAD 83)
 SL0573_MARKER: DB = BENCH MARK DISK
 SL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0573_STAMPING: B 117 1934 RESET 1958
 SL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0573+STABILITY: SURFACE MOTION
 SL0573
 SL0573  HISTORY     - Date     Condition        Report By
 SL0573  HISTORY     - 1958     MONUMENTED       CGS
 SL0573  HISTORY     - 1964     GOOD             NGS
 SL0573
 SL0573                          STATION DESCRIPTION
 SL0573
 SL0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0573'6.0 MI N FROM BUFFALO.
 SL0573'6.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0573'NORTHERN PACIFIC RAILWAY AT BUFFALO, AT A ROAD INTERSECTION, IN
 SL0573'SECTION 29, R 54 W, T 140 N, 99 FEET EAST OF THE CENTER LINE OF THE
 SL0573'HIGHWAY, 62 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 10
 SL0573'FEET SOUTH OF A POWER LINE POLE, 2 FEET SOUTH OF A METAL WITNESS POST,
 SL0573'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SL0573'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0004 ***********************************************************************
 SM0004  DESIGNATION -  B 118
 SM0004  PID         -  SM0004
 SM0004  STATE/COUNTY-  ND/NELSON
 SM0004  USGS QUAD   -  PEKIN (1951)
 SM0004
 SM0004                         *CURRENT SURVEY CONTROL
 SM0004  ___________________________________________________________________
 SM0004* NAD 83(1986)-  47 48 14.     (N)    098 21 55.     (W)     SCALED    
 SM0004* NAVD 88     -       451.240  (meters)    1480.44   (feet)  ADJUSTED  
 SM0004  ___________________________________________________________________
 SM0004  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 SM0004  DYNAMIC HT  -         451.316 (meters)    1480.69  (feet)  COMP
 SM0004  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SM0004
 SM0004  VERT ORDER  -  SECOND    CLASS 0
 SM0004
 SM0004.The horizontal coordinates were scaled from a topographic map and have
 SM0004.an estimated accuracy of +/- 6 seconds.
 SM0004
 SM0004.The orthometric height was determined by differential leveling
 SM0004.and adjusted by the National Geodetic Survey in June 1991..
 SM0004
 SM0004.The geoid height was determined by GEOID03.
 SM0004
 SM0004.The dynamic height is computed by dividing the NAVD 88
 SM0004.geopotential number by the normal gravity value computed on the
 SM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0004.degrees latitude (g = 980.6199 gals.).
 SM0004
 SM0004.The modeled gravity was interpolated from observed gravity values.
 SM0004
 SM0004;                    North         East    Units  Estimated Accuracy
 SM0004;SPC ND N     -    91,590.      759,880.      MT  (+/- 180 meters Scaled)
 SM0004
 SM0004                          SUPERSEDED SURVEY CONTROL
 SM0004
 SM0004  NGVD 29 (??/??/92)  450.890  (m)         1479.29   (f) ADJ UNCH    2 0
 SM0004
 SM0004.Superseded values are not recommended for survey control.
 SM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0004.See file dsdata.txt to determine how the superseded data were derived.
 SM0004
 SM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT475946(NAD 83)
 SM0004_MARKER: DB = BENCH MARK DISK
 SM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0004_STAMPING: B 118 1934
 SM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0004+STABILITY: SURFACE MOTION
 SM0004
 SM0004  HISTORY     - Date     Condition        Report By
 SM0004  HISTORY     - 1934     MONUMENTED       CGS
 SM0004  HISTORY     - 1963     GOOD             NGS
 SM0004
 SM0004                          STATION DESCRIPTION
 SM0004
 SM0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0004'1.95 MI W FROM PEKIN.
 SM0004'ABOUT 1.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0004'STATION AT PEKIN, IN SECTION 17, T 150 N, R 61 W, 69 FEET NORTHEAST OF
 SM0004'THE CENTER OF A FIELD ROAD CROSSING, 62 FEET WEST OF THE SECOND
 SM0004'TELEPHONE POLE WEST OF MILEPOST 87, 43 1/2 FEET NORTH OF THE NORTH
 SM0004'RAIL 53 FEET EAST OF THE CENTER LINE OF THE FIELD ROAD, 4 FEET SOUTH
 SM0004'OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SM0004'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SM0004'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0846 ***********************************************************************
 SN0846  DESIGNATION -  B 12
 SN0846  PID         -  SN0846
 SN0846  STATE/COUNTY-  ND/MCLEAN
 SN0846  USGS QUAD   -  WASHBURN (1980)
 SN0846
 SN0846                         *CURRENT SURVEY CONTROL
 SN0846  ___________________________________________________________________
 SN0846* NAD 83(1986)-  47 21 51.     (N)    101 05 43.     (W)     SCALED    
 SN0846* NAVD 88     -       564.581  (meters)    1852.30   (feet)  ADJUSTED  
 SN0846  ___________________________________________________________________
 SN0846  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0846  DYNAMIC HT  -         564.623 (meters)    1852.43  (feet)  COMP
 SN0846  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 SN0846
 SN0846  VERT ORDER  -  FIRST     CLASS II
 SN0846
 SN0846.The horizontal coordinates were scaled from a topographic map and have
 SN0846.an estimated accuracy of +/- 6 seconds.
 SN0846
 SN0846.The orthometric height was determined by differential leveling
 SN0846.and adjusted by the National Geodetic Survey in June 1991..
 SN0846.WARNING-Repeat measurements at this control monument indicate possible
 SN0846.vertical movement.
 SN0846
 SN0846.The geoid height was determined by GEOID03.
 SN0846
 SN0846.The dynamic height is computed by dividing the NAVD 88
 SN0846.geopotential number by the normal gravity value computed on the
 SN0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0846.degrees latitude (g = 980.6199 gals.).
 SN0846
 SN0846.The modeled gravity was interpolated from observed gravity values.
 SN0846
 SN0846;                    North         East    Units  Estimated Accuracy
 SN0846;SPC ND N     -    40,660.      555,030.      MT  (+/- 180 meters Scaled)
 SN0846
 SN0846                          SUPERSEDED SURVEY CONTROL
 SN0846
 SN0846  NGVD 29 (??/??/92)  564.169  (m)         1850.94   (f) ADJ UNCH    1 2
 SN0846
 SN0846.Superseded values are not recommended for survey control.
 SN0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0846.See file dsdata.txt to determine how the superseded data were derived.
 SN0846
 SN0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT417477(NAD 83)
 SN0846_MARKER: DB = BENCH MARK DISK
 SN0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0846_STAMPING: B 12 1927 1850.876
 SN0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0846+STABILITY: SURFACE MOTION
 SN0846
 SN0846  HISTORY     - Date     Condition        Report By
 SN0846  HISTORY     - 1927     MONUMENTED       CGS
 SN0846  HISTORY     - 1962     GOOD             NGS
 SN0846  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0846
 SN0846                          STATION DESCRIPTION
 SN0846
 SN0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0846'0.15 MI NW FROM FALKIRK.
 SN0846'0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0846'FALKIRK, AT THE END OF A SIDEING, 132 FEET SOUTHWEST OF A SWITCH
 SN0846'STAND, 64.8 FEET SOUTH OF A FENCE CORNER, 48 FEET WEST OF THE WEST
 SN0846'RAIL OF THE MAIN TRACK, 15.6 FEET WEST OF A FENCE LINE, 6.5 FEET
 SN0846'SOUTHEAST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT
 SN0846'1 FOOT HIGHER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0846'PROJECTING 0.1 FOOT.
 SN0846
 SN0846                          STATION RECOVERY (1982)
 SN0846
 SN0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0716 ***********************************************************************
 SM0716  DESIGNATION -  B 120 RESET
 SM0716  PID         -  SM0716
 SM0716  STATE/COUNTY-  ND/EDDY
 SM0716  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0716
 SM0716                         *CURRENT SURVEY CONTROL
 SM0716  ___________________________________________________________________
 SM0716* NAD 83(1986)-  47 41 10.     (N)    098 35 44.     (W)     SCALED    
 SM0716* NAVD 88     -       455.07   (+/-2cm)    1493.0    (feet)  VERTCON   
 SM0716  ___________________________________________________________________
 SM0716  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SM0716
 SM0716  VERT ORDER  -  THIRD (See Below)
 SM0716
 SM0716.The horizontal coordinates were scaled from a topographic map and have
 SM0716.an estimated accuracy of +/- 6 seconds.
 SM0716
 SM0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0716.The vertical order pertains to the NGVD 29 superseded value.
 SM0716
 SM0716.The geoid height was determined by GEOID03.
 SM0716
 SM0716;                    North         East    Units  Estimated Accuracy
 SM0716;SPC ND N     -    78,050.      742,960.      MT  (+/- 180 meters Scaled)
 SM0716
 SM0716                          SUPERSEDED SURVEY CONTROL
 SM0716
 SM0716  NGVD 29 (??/??/??)  454.70   (m)         1491.8    (f) RESET       3  
 SM0716
 SM0716.Superseded values are not recommended for survey control.
 SM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0716.See file dsdata.txt to determine how the superseded data were derived.
 SM0716
 SM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT303814(NAD 83)
 SM0716_MARKER: DB = BENCH MARK DISK
 SM0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0716_STAMPING: B 120 RESET 1961
 SM0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0716+STABILITY: SURFACE MOTION
 SM0716
 SM0716  HISTORY     - Date     Condition        Report By
 SM0716  HISTORY     - 1961     MONUMENTED       CGS
 SM0716
 SM0716                          STATION DESCRIPTION
 SM0716
 SM0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0716'8.2 MI NW FROM MCHENRY.
 SM0716'THIS MARK IS LOCATED ABOUT 8 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 SM0716'MCHENRY, THENCE ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 15, ABOUT 102
 SM0716'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 15 AND 1 FOOT EAST OF A
 SM0716'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0716'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0350 ***********************************************************************
 TF0350  DESIGNATION -  B 123
 TF0350  PID         -  TF0350
 TF0350  STATE/COUNTY-  ND/MCHENRY
 TF0350  USGS QUAD   -  BERGEN (1957)
 TF0350
 TF0350                         *CURRENT SURVEY CONTROL
 TF0350  ___________________________________________________________________
 TF0350* NAD 83(1986)-  48 07 20.     (N)    100 45 00.     (W)     SCALED    
 TF0350* NAVD 88     -       469.682  (meters)    1540.95   (feet)  ADJUSTED  
 TF0350  ___________________________________________________________________
 TF0350  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0350  DYNAMIC HT  -         469.754 (meters)    1541.18  (feet)  COMP
 TF0350  MODELED GRAV-     980,749.6   (mgal)                       NAVD 88
 TF0350
 TF0350  VERT ORDER  -  SECOND    CLASS 0
 TF0350
 TF0350.The horizontal coordinates were scaled from a topographic map and have
 TF0350.an estimated accuracy of +/- 6 seconds.
 TF0350
 TF0350.The orthometric height was determined by differential leveling
 TF0350.and adjusted by the National Geodetic Survey in June 1991..
 TF0350
 TF0350.The geoid height was determined by GEOID03.
 TF0350
 TF0350.The dynamic height is computed by dividing the NAVD 88
 TF0350.geopotential number by the normal gravity value computed on the
 TF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0350.degrees latitude (g = 980.6199 gals.).
 TF0350
 TF0350.The modeled gravity was interpolated from observed gravity values.
 TF0350
 TF0350;                    North         East    Units  Estimated Accuracy
 TF0350;SPC ND N     -   124,800.      581,390.      MT  (+/- 180 meters Scaled)
 TF0350
 TF0350                          SUPERSEDED SURVEY CONTROL
 TF0350
 TF0350  NGVD 29 (??/??/92)  469.307  (m)         1539.72   (f) ADJ UNCH    2 0
 TF0350
 TF0350.Superseded values are not recommended for survey control.
 TF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0350.See file dsdata.txt to determine how the superseded data were derived.
 TF0350
 TF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU697313(NAD 83)
 TF0350_MARKER: DB = BENCH MARK DISK
 TF0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0350_SP_SET: CONCRETE BASE
 TF0350_STAMPING: B 123 1934
 TF0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0350
 TF0350  HISTORY     - Date     Condition        Report By
 TF0350  HISTORY     - 1934     MONUMENTED       CGS
 TF0350  HISTORY     - 1962     GOOD             NGS
 TF0350
 TF0350                          STATION DESCRIPTION
 TF0350
 TF0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0350'0.55 MI NW FROM VERENDRYE.
 TF0350'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0350'STATION AT VERENDRYE, ABOUT 125 YARDS NORTHEAST OF THE TRACK, AT
 TF0350'MILEPOST 206, ON THE NORTHEAST BANK OF A DEEP RAVINE, SET IN THE TOP
 TF0350'OF THE WEST CORNER OF THE CONCRETE BASE OF A LARGE MARBLE STATUE WITH
 TF0350'A 6 FOOT ROUND BALL ON THE TOP OF IT, STATUE DEDICATED TO DAVID
 TF0350'TOMPSON, 1.5 FEET EAST OF THE WEST CORNER OF THE BASE, 1.5 FEET ABOVE
 TF0350'THE GROUND, A DISK DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0959 ***********************************************************************
 TF0959  DESIGNATION -  B 124
 TF0959  PID         -  TF0959
 TF0959  STATE/COUNTY-  ND/WARD
 TF0959  USGS QUAD   -  DEERING NW (1949)
 TF0959
 TF0959                         *CURRENT SURVEY CONTROL
 TF0959  ___________________________________________________________________
 TF0959* NAD 83(1986)-  48 27 32.     (N)    101 08 35.     (W)     SCALED    
 TF0959* NAVD 88     -       476.150  (meters)    1562.17   (feet)  ADJUSTED  
 TF0959  ___________________________________________________________________
 TF0959  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0959  DYNAMIC HT  -         476.239 (meters)    1562.46  (feet)  COMP
 TF0959  MODELED GRAV-     980,784.1   (mgal)                       NAVD 88
 TF0959
 TF0959  VERT ORDER  -  SECOND    CLASS 0
 TF0959
 TF0959.The horizontal coordinates were scaled from a topographic map and have
 TF0959.an estimated accuracy of +/- 6 seconds.
 TF0959
 TF0959.The orthometric height was determined by differential leveling
 TF0959.and adjusted by the National Geodetic Survey in June 1991..
 TF0959
 TF0959.The geoid height was determined by GEOID03.
 TF0959
 TF0959.The dynamic height is computed by dividing the NAVD 88
 TF0959.geopotential number by the normal gravity value computed on the
 TF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0959.degrees latitude (g = 980.6199 gals.).
 TF0959
 TF0959.The modeled gravity was interpolated from observed gravity values.
 TF0959
 TF0959;                    North         East    Units  Estimated Accuracy
 TF0959;SPC ND N     -   162,400.      552,440.      MT  (+/- 180 meters Scaled)
 TF0959
 TF0959                          SUPERSEDED SURVEY CONTROL
 TF0959
 TF0959  NGVD 29 (??/??/92)  475.782  (m)         1560.96   (f) ADJ UNCH    2 0
 TF0959
 TF0959.Superseded values are not recommended for survey control.
 TF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0959.See file dsdata.txt to determine how the superseded data were derived.
 TF0959
 TF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU415695(NAD 83)
 TF0959_MARKER: DB = BENCH MARK DISK
 TF0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0959_STAMPING: B 124 1934
 TF0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0959+STABILITY: SURFACE MOTION
 TF0959
 TF0959  HISTORY     - Date     Condition        Report By
 TF0959  HISTORY     - 1934     MONUMENTED       CGS
 TF0959  HISTORY     - 1935     GOOD             NGS
 TF0959
 TF0959                          STATION DESCRIPTION
 TF0959
 TF0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0959'5.3 MI SE FROM GLENBURN.
 TF0959'IN WARD COUNTY, 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY
 TF0959'FROM THE STATION AT GLENBURN, RENVILLE COUNTY, 10 FEET EAST OF
 TF0959'MILEPOST 19, AT A PUBLIC-ROAD CROSSING, ABOUT 140 FEET NORTHWEST OF
 TF0959'THE EAST-BOUND ROAD, 45 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 TF0959'2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 124
 TF0959'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0824 ***********************************************************************
 SM0824  DESIGNATION -  B 125
 SM0824  PID         -  SM0824
 SM0824  STATE/COUNTY-  ND/STUTSMAN
 SM0824  USGS QUAD   -  GOLDWIN (1986)
 SM0824
 SM0824                         *CURRENT SURVEY CONTROL
 SM0824  ___________________________________________________________________
 SM0824* NAD 83(1986)-  47 08 54.     (N)    099 14 37.     (W)     SCALED    
 SM0824* NAVD 88     -       590.264  (meters)    1936.56   (feet)  ADJUSTED  
 SM0824  ___________________________________________________________________
 SM0824  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SM0824  DYNAMIC HT  -         590.291 (meters)    1936.65  (feet)  COMP
 SM0824  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 SM0824
 SM0824  VERT ORDER  -  SECOND    CLASS 0
 SM0824
 SM0824.The horizontal coordinates were scaled from a topographic map and have
 SM0824.an estimated accuracy of +/- 6 seconds.
 SM0824
 SM0824.The orthometric height was determined by differential leveling
 SM0824.and adjusted by the National Geodetic Survey in June 1991..
 SM0824
 SM0824.The geoid height was determined by GEOID03.
 SM0824
 SM0824.The dynamic height is computed by dividing the NAVD 88
 SM0824.geopotential number by the normal gravity value computed on the
 SM0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0824.degrees latitude (g = 980.6199 gals.).
 SM0824
 SM0824.The modeled gravity was interpolated from observed gravity values.
 SM0824
 SM0824;                    North         East    Units  Estimated Accuracy
 SM0824;SPC ND S     -   165,460.      695,280.      MT  (+/- 180 meters Scaled)
 SM0824
 SM0824                          SUPERSEDED SURVEY CONTROL
 SM0824
 SM0824  NGVD 29 (??/??/92)  589.832  (m)         1935.14   (f) ADJ UNCH    2 0
 SM0824
 SM0824.Superseded values are not recommended for survey control.
 SM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0824.See file dsdata.txt to determine how the superseded data were derived.
 SM0824
 SM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT815216(NAD 83)
 SM0824_MARKER: DB = BENCH MARK DISK
 SM0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0824_STAMPING: B 125 1934
 SM0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0824+STABILITY: SURFACE MOTION
 SM0824
 SM0824  HISTORY     - Date     Condition        Report By
 SM0824  HISTORY     - 1934     MONUMENTED       CGS
 SM0824  HISTORY     - 1960     GOOD             NGS
 SM0824
 SM0824                          STATION DESCRIPTION
 SM0824
 SM0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0824'2 MI W FROM GOLDWIN.
 SM0824'2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0824'GOLDWIN, STUTSMAN COUNTY, ABOUT 15-1/2 POLES EAST OF MILEPOST 18,
 SM0824'ABOUT 90 FEET WEST AND ABOUT 40 FEET SOUTH OF A PRIVATE CROSSING, ON A
 SM0824'SMALL KNOLL, 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET
 SM0824'SOUTH OF A POLE, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE RAIL. A
 SM0824'STANDARD DISK, STAMPED B 125 1934 AND SET IN THE TOP OF A CONCRETE
 SM0824'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0110 ***********************************************************************
 RR0110  DESIGNATION -  B 128
 RR0110  PID         -  RR0110
 RR0110  STATE/COUNTY-  ND/MORTON
 RR0110  USGS QUAD   -  CANNON BALL (1968)
 RR0110
 RR0110                         *CURRENT SURVEY CONTROL
 RR0110  ___________________________________________________________________
 RR0110* NAD 83(1986)-  46 28 25.     (N)    100 36 06.     (W)     SCALED    
 RR0110* NAVD 88     -       489.310  (meters)    1605.34   (feet)  ADJUSTED  
 RR0110  ___________________________________________________________________
 RR0110  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RR0110  DYNAMIC HT  -         489.305 (meters)    1605.33  (feet)  COMP
 RR0110  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 RR0110
 RR0110  VERT ORDER  -  SECOND    CLASS 0
 RR0110
 RR0110.The horizontal coordinates were scaled from a topographic map and have
 RR0110.an estimated accuracy of +/- 6 seconds.
 RR0110
 RR0110.The orthometric height was determined by differential leveling
 RR0110.and adjusted by the National Geodetic Survey in June 1991..
 RR0110
 RR0110.The geoid height was determined by GEOID03.
 RR0110
 RR0110.The dynamic height is computed by dividing the NAVD 88
 RR0110.geopotential number by the normal gravity value computed on the
 RR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0110.degrees latitude (g = 980.6199 gals.).
 RR0110
 RR0110.The modeled gravity was interpolated from observed gravity values.
 RR0110
 RR0110;                    North         East    Units  Estimated Accuracy
 RR0110;SPC ND S     -    89,700.      592,190.      MT  (+/- 180 meters Scaled)
 RR0110
 RR0110                          SUPERSEDED SURVEY CONTROL
 RR0110
 RR0110  NGVD 29 (??/??/92)  488.898  (m)         1603.99   (f) ADJ UNCH    2 0
 RR0110
 RR0110.Superseded values are not recommended for survey control.
 RR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0110.See file dsdata.txt to determine how the superseded data were derived.
 RR0110
 RR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS770479(NAD 83)
 RR0110_MARKER: DB = BENCH MARK DISK
 RR0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0110_STAMPING: B 128 1934
 RR0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0110+STABILITY: SURFACE MOTION
 RR0110
 RR0110  HISTORY     - Date     Condition        Report By
 RR0110  HISTORY     - 1934     MONUMENTED       CGS
 RR0110
 RR0110                          STATION DESCRIPTION
 RR0110
 RR0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0110'5.0 MI N FROM CANNON BALL.
 RR0110'IN MORTON COUNTY, ABOUT 5.0 MILES NORTH ALONG THE NORTHERN PACIFIC
 RR0110'RAILWAY FROM THE WATER TANK AT CANNON BALL, SIOUX COUNTY, ABOUT 9
 RR0110'POLES NORTH OF MILEPOST 31, AT A ROAD CROSSING, 55 FEET WEST OF THE
 RR0110'CENTER LINE OF THE TRACK, 20 FEET NORTH OF THE CENTER LINE OF THE
 RR0110'ROAD, AND ABOUT 13 FET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 RR0110'DISK, STAMPED B 128 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0158 ***********************************************************************
 RR0158  DESIGNATION -  B 129
 RR0158  PID         -  RR0158
 RR0158  STATE/COUNTY-  ND/SIOUX
 RR0158  USGS QUAD   -  FORT YATES (1968)
 RR0158
 RR0158                         *CURRENT SURVEY CONTROL
 RR0158  ___________________________________________________________________
 RR0158* NAD 83(1986)-  46 03 17.     (N)    100 40 09.     (W)     SCALED    
 RR0158* NAVD 88     -       505.748  (meters)    1659.27   (feet)  ADJUSTED  
 RR0158  ___________________________________________________________________
 RR0158  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RR0158  DYNAMIC HT  -         505.728 (meters)    1659.21  (feet)  COMP
 RR0158  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 RR0158
 RR0158  VERT ORDER  -  SECOND    CLASS 0
 RR0158
 RR0158.The horizontal coordinates were scaled from a topographic map and have
 RR0158.an estimated accuracy of +/- 6 seconds.
 RR0158
 RR0158.The orthometric height was determined by differential leveling
 RR0158.and adjusted by the National Geodetic Survey in June 1991..
 RR0158
 RR0158.The geoid height was determined by GEOID03.
 RR0158
 RR0158.The dynamic height is computed by dividing the NAVD 88
 RR0158.geopotential number by the normal gravity value computed on the
 RR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0158.degrees latitude (g = 980.6199 gals.).
 RR0158
 RR0158.The modeled gravity was interpolated from observed gravity values.
 RR0158
 RR0158;                    North         East    Units  Estimated Accuracy
 RR0158;SPC ND S     -    43,150.      586,910.      MT  (+/- 180 meters Scaled)
 RR0158
 RR0158                          SUPERSEDED SURVEY CONTROL
 RR0158
 RR0158  NGVD 29 (??/??/92)  505.357  (m)         1657.99   (f) ADJ UNCH    2 0
 RR0158
 RR0158.Superseded values are not recommended for survey control.
 RR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0158.See file dsdata.txt to determine how the superseded data were derived.
 RR0158
 RR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS708014(NAD 83)
 RR0158_MARKER: DB = BENCH MARK DISK
 RR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0158_STAMPING: B 129 1934
 RR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0158+STABILITY: SURFACE MOTION
 RR0158
 RR0158  HISTORY     - Date     Condition        Report By
 RR0158  HISTORY     - 1934     MONUMENTED       CGS
 RR0158  HISTORY     - 1956     GOOD             NGS
 RR0158
 RR0158                          STATION DESCRIPTION
 RR0158
 RR0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0158'3.1 MI SW FROM FORT YATES.
 RR0158'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0158'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0158'SIOUX COUNTY, AT A CROSS ROAD, 34 FEET SOUTH OF THE CENTER LINE OF THE
 RR0158'HIGHWAY, 4 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, NEAR A WHITE
 RR0158'WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 RR0158'STAMPED B 129 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 RR0158'FENCE HAS BEEN REMOVED AND MARK IS 40 FEET WEST OF CENTERLINE OF ROAD
 RR0158'LEADING SOUTH.  THE ELEVATION, 1657.992 FEET, WAS STAMPED ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0580 ***********************************************************************
 SN0580  DESIGNATION -  B 13
 SN0580  PID         -  SN0580
 SN0580  STATE/COUNTY-  ND/WARD
 SN0580  USGS QUAD   -  MAX NE (1980)
 SN0580
 SN0580                         *CURRENT SURVEY CONTROL
 SN0580  ___________________________________________________________________
 SN0580* NAD 83(1986)-  47 53 30.     (N)    101 17 34.     (W)     SCALED    
 SN0580* NAVD 88     -       661.828  (meters)    2171.35   (feet)  POSTED    
 SN0580  ___________________________________________________________________
 SN0580  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN0580  DYNAMIC HT  -         661.900 (meters)    2171.58  (feet)  COMP
 SN0580  MODELED GRAV-     980,702.6   (mgal)                       NAVD 88
 SN0580
 SN0580  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SN0580
 SN0580.The horizontal coordinates were scaled from a topographic map and have
 SN0580.an estimated accuracy of +/- 6 seconds.
 SN0580
 SN0580.The orthometric height was determined by differential leveling
 SN0580.and adjusted by the National Geodetic Survey in 1992..
 SN0580.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SN0580.rate of 0.0 thru 1.0 mm/km.
 SN0580
 SN0580.The geoid height was determined by GEOID03.
 SN0580
 SN0580.The dynamic height is computed by dividing the NAVD 88
 SN0580.geopotential number by the normal gravity value computed on the
 SN0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0580.degrees latitude (g = 980.6199 gals.).
 SN0580
 SN0580.The modeled gravity was interpolated from observed gravity values.
 SN0580
 SN0580;                    North         East    Units  Estimated Accuracy
 SN0580;SPC ND N     -    99,440.      540,720.      MT  (+/- 180 meters Scaled)
 SN0580
 SN0580                          SUPERSEDED SURVEY CONTROL
 SN0580
 SN0580.No superseded survey control is available for this station.
 SN0580
 SN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU286068(NAD 83)
 SN0580_MARKER: DB = BENCH MARK DISK
 SN0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0580+STABILITY: SURFACE MOTION
 SN0580
 SN0580  HISTORY     - Date     Condition        Report By
 SN0580  HISTORY     - UNK      MONUMENTED       CGS
 SN0580  HISTORY     - 1927     GOOD             NGS
 SN0580  HISTORY     - 1977     GOOD             NDHD
 SN0580
 SN0580                          STATION DESCRIPTION
 SN0580
 SN0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SN0580'5.0 MI N FROM MAX.
 SN0580'43 FT. E. OF THE CENTER OF HIGHWAY NO. 6.  150 FT. N. OF THE N. END OF
 SN0580'A LONG GUARD CABLE FENCE ALONG A FILL IN THE HIGHWAY.  25 FT. S. OF AN
 SN0580'E. AND W. SECTION LINE ROAD.  49 FT. S. E. OF CENTER OF INTERSECTION
 SN0580'OF THIS ROAD AND HIGHWAY NO. 6.  20 FT. S. E. OF CENTER OF CONCRETE
 SN0580'HEAD WALL AT THE S. END OF A 15 IN. DRAIN PIPE.  STANDARD BRASS B.M.
 SN0580'TABLET SET IN A CONCRETE POST EXTENDING ABOUT 5 IN. ABOVE THE GROUND.
 SN0580
 SN0580                          STATION RECOVERY (1977)
 SN0580
 SN0580'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1424 ***********************************************************************
 SN1424  DESIGNATION -  B 13 RESET
 SN1424  PID         -  SN1424
 SN1424  STATE/COUNTY-  ND/WARD
 SN1424  USGS QUAD   -  MAX NE (1980)
 SN1424
 SN1424                         *CURRENT SURVEY CONTROL
 SN1424  ___________________________________________________________________
 SN1424* NAD 83(1986)-  47 53 29.     (N)    101 17 32.     (W)     SCALED    
 SN1424* NAVD 88     -       662.591  (meters)    2173.85   (feet)  ADJUSTED  
 SN1424  ___________________________________________________________________
 SN1424  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN1424  DYNAMIC HT  -         662.666 (meters)    2174.10  (feet)  COMP
 SN1424  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 SN1424
 SN1424  VERT ORDER  -  FIRST     CLASS II
 SN1424
 SN1424.The horizontal coordinates were scaled from a topographic map and have
 SN1424.an estimated accuracy of +/- 6 seconds.
 SN1424
 SN1424.The orthometric height was determined by differential leveling
 SN1424.and adjusted by the National Geodetic Survey in June 1991..
 SN1424
 SN1424.The geoid height was determined by GEOID03.
 SN1424
 SN1424.The dynamic height is computed by dividing the NAVD 88
 SN1424.geopotential number by the normal gravity value computed on the
 SN1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1424.degrees latitude (g = 980.6199 gals.).
 SN1424
 SN1424.The modeled gravity was interpolated from observed gravity values.
 SN1424
 SN1424;                    North         East    Units  Estimated Accuracy
 SN1424;SPC ND N     -    99,410.      540,760.      MT  (+/- 180 meters Scaled)
 SN1424
 SN1424                          SUPERSEDED SURVEY CONTROL
 SN1424
 SN1424  NGVD 29 (11/04/04)  662.14   (m)         2172.4    (f) RESET       3  
 SN1424
 SN1424.Superseded values are not recommended for survey control.
 SN1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1424.See file dsdata.txt to determine how the superseded data were derived.
 SN1424
 SN1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU286067(NAD 83)
 SN1424_MARKER: DB = BENCH MARK DISK
 SN1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1424_SP_SET: CONCRETE POST
 SN1424_STAMPING: B 13 RESET 1981
 SN1424_MARK LOGO: NGS   
 SN1424_PROJECTION: PROJECTING 10 CENTIMETERS
 SN1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1424+STABILITY: SURFACE MOTION
 SN1424
 SN1424  HISTORY     - Date     Condition        Report By
 SN1424  HISTORY     - 1981     MONUMENTED       NGS
 SN1424  HISTORY     - 1982     GOOD             NGS
 SN1424
 SN1424                          STATION DESCRIPTION
 SN1424
 SN1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1424'37.9 KM (23.55 MI) SOUT FROM MINOT.
 SN1424'37.9 KM (23.55 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 SN1424'OFFICE IN MINOT, 0.5 KM (0.3 MI) NORTH OF MILEPOST 173, 70.4 METERS
 SN1424'(231.0 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 SN1424'HIGHWAY AND 30.3 METERS (99.4 FT) SOUTH OF THE CENTER OF A FIELD ROAD
 SN1424'LEADING EAST.
 SN1424'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SN1424'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1515 ***********************************************************************
 SN1515  DESIGNATION -  B 13 RESET
 SN1515  PID         -  SN1515
 SN1515  STATE/COUNTY-  ND/WARD
 SN1515  USGS QUAD   -  MAX NE (1980)
 SN1515
 SN1515                         *CURRENT SURVEY CONTROL
 SN1515  ___________________________________________________________________
 SN1515* NAD 83(1986)-  47 53 29.     (N)    101 17 32.     (W)     SCALED    
 SN1515* NAVD 88     -       662.54   (meters)    2173.7    (feet)  RESET     
 SN1515  ___________________________________________________________________
 SN1515  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN1515
 SN1515  VERT ORDER  -  THIRD
 SN1515
 SN1515.The horizontal coordinates were scaled from a topographic map and have
 SN1515.an estimated accuracy of +/- 6 seconds.
 SN1515
 SN1515.The orthometric height was computed from unverified reset data.
 SN1515.No vertical observational check was made to the station.
 SN1515
 SN1515.The geoid height was determined by GEOID03.
 SN1515
 SN1515;                    North         East    Units  Estimated Accuracy
 SN1515;SPC ND N     -    99,410.      540,760.      MT  (+/- 180 meters Scaled)
 SN1515
 SN1515                          SUPERSEDED SURVEY CONTROL
 SN1515
 SN1515  NGVD 29 (11/04/04)  662.14   (m)         2172.4    (f) RESET       3  
 SN1515
 SN1515.Superseded values are not recommended for survey control.
 SN1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1515.See file dsdata.txt to determine how the superseded data were derived.
 SN1515
 SN1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU286067(NAD 83)
 SN1515_MARKER: DB = BENCH MARK DISK
 SN1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1515_STAMPING: B 13 RESET 1979
 SN1515_PROJECTION: FLUSH
 SN1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1515+STABILITY: SURFACE MOTION
 SN1515
 SN1515  HISTORY     - Date     Condition        Report By
 SN1515  HISTORY     - 1979     MONUMENTED       NGS
 SN1515
 SN1515                          STATION DESCRIPTION
 SN1515
 SN1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SN1515'4.4 MI NORTH FROM MAX.
 SN1515'4.4 MILES NORTH ALONG U.S. HIGHWAY 83, FROM THE PUBLIC SCHOOL IN
 SN1515'NORTH EDGE OF MAX, TO JUNCTION WITH STATE HIGHWAY 23, AT THE SOUTHWEST
 SN1515'CORNER OF THE GASMAN TOWNSHIP CEMETERY, 36.5 EAST OF CENTER OF
 SN1515'SOUTHBOUND LANE OF U.S. HIGHWAY 83, 98 FEET NORTH OF STATE HIGHWAY 23,
 SN1515'AND 2 FEET SOUTH-SOUTHWEST OF FENCE CORNER.
 SN1515'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0581 ***********************************************************************
 SN0581  DESIGNATION -  B 13 RESET
 SN0581  PID         -  SN0581
 SN0581  STATE/COUNTY-  ND/WARD
 SN0581  USGS QUAD   -  MAX NE (1980)
 SN0581
 SN0581                         *CURRENT SURVEY CONTROL
 SN0581  ___________________________________________________________________
 SN0581* NAD 83(1986)-  47 53 30.     (N)    101 17 35.     (W)     SCALED    
 SN0581* NAVD 88     -       662.238  (meters)    2172.69   (feet)  ADJUSTED  
 SN0581  ___________________________________________________________________
 SN0581  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN0581  DYNAMIC HT  -         662.313 (meters)    2172.94  (feet)  COMP
 SN0581  MODELED GRAV-     980,702.6   (mgal)                       NAVD 88
 SN0581
 SN0581  VERT ORDER  -  FIRST     CLASS II
 SN0581
 SN0581.The horizontal coordinates were scaled from a topographic map and have
 SN0581.an estimated accuracy of +/- 6 seconds.
 SN0581
 SN0581.The orthometric height was determined by differential leveling
 SN0581.and adjusted by the National Geodetic Survey in June 1991..
 SN0581
 SN0581.The geoid height was determined by GEOID03.
 SN0581
 SN0581.The dynamic height is computed by dividing the NAVD 88
 SN0581.geopotential number by the normal gravity value computed on the
 SN0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0581.degrees latitude (g = 980.6199 gals.).
 SN0581
 SN0581.The modeled gravity was interpolated from observed gravity values.
 SN0581
 SN0581;                    North         East    Units  Estimated Accuracy
 SN0581;SPC ND N     -    99,440.      540,700.      MT  (+/- 180 meters Scaled)
 SN0581
 SN0581                          SUPERSEDED SURVEY CONTROL
 SN0581
 SN0581  NGVD 29 (??/??/92)  661.838  (m)         2171.38   (f) ADJ UNCH    1 2
 SN0581
 SN0581.Superseded values are not recommended for survey control.
 SN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0581.See file dsdata.txt to determine how the superseded data were derived.
 SN0581
 SN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU285068(NAD 83)
 SN0581_MARKER: DB = BENCH MARK DISK
 SN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0581_STAMPING: B 13 RESET 1940
 SN0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0581+STABILITY: SURFACE MOTION
 SN0581
 SN0581  HISTORY     - Date     Condition        Report By
 SN0581  HISTORY     - 1940     MONUMENTED       CGS
 SN0581  HISTORY     - 1962     GOOD             NGS
 SN0581
 SN0581                          STATION DESCRIPTION
 SN0581
 SN0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0581'4.4 MI N FROM MAX.
 SN0581'ABOUT 4.4 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0581'ABOUT 150 YARDS SOUTHEAST AND ACROSS THE HIGHWAY FROM A SMALL WHITE
 SN0581'FRAME SCHOOL BUILDING, AT A GRADED ROAD INTERSECTION, 97 FEET EAST OF
 SN0581'THE CENTERLINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTERLINE OF THE
 SN0581'GRADED ROAD, 106 FEET SOUTHEAST OF THE JUNCTION OF THE ROADS, 31.5
 SN0581'FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST,
 SN0581'ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 SN0581'GRADED ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0192 ***********************************************************************
 RR0192  DESIGNATION -  B 130
 RR0192  PID         -  RR0192
 RR0192  STATE/COUNTY-  ND/SIOUX
 RR0192  USGS QUAD   -  BREIEN (1980)
 RR0192
 RR0192                         *CURRENT SURVEY CONTROL
 RR0192  ___________________________________________________________________
 RR0192* NAD 83(1986)-  46 23 12.     (N)    100 55 25.     (W)     SCALED    
 RR0192* NAVD 88     -       516.948  (meters)    1696.02   (feet)  ADJUSTED  
 RR0192  ___________________________________________________________________
 RR0192  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 RR0192  DYNAMIC HT  -         516.934 (meters)    1695.97  (feet)  COMP
 RR0192  MODELED GRAV-     980,571.4   (mgal)                       NAVD 88
 RR0192
 RR0192  VERT ORDER  -  SECOND    CLASS 0
 RR0192
 RR0192.The horizontal coordinates were scaled from a topographic map and have
 RR0192.an estimated accuracy of +/- 6 seconds.
 RR0192
 RR0192.The orthometric height was determined by differential leveling
 RR0192.and adjusted by the National Geodetic Survey in June 1991..
 RR0192
 RR0192.The geoid height was determined by GEOID03.
 RR0192
 RR0192.The dynamic height is computed by dividing the NAVD 88
 RR0192.geopotential number by the normal gravity value computed on the
 RR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0192.degrees latitude (g = 980.6199 gals.).
 RR0192
 RR0192.The modeled gravity was interpolated from observed gravity values.
 RR0192
 RR0192;                    North         East    Units  Estimated Accuracy
 RR0192;SPC ND S     -    80,120.      567,420.      MT  (+/- 180 meters Scaled)
 RR0192
 RR0192                          SUPERSEDED SURVEY CONTROL
 RR0192
 RR0192  NGVD 29 (??/??/92)  516.515  (m)         1694.60   (f) ADJ UNCH    2 0
 RR0192
 RR0192.Superseded values are not recommended for survey control.
 RR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0192.See file dsdata.txt to determine how the superseded data were derived.
 RR0192
 RR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS520388(NAD 83)
 RR0192_MARKER: DB = BENCH MARK DISK
 RR0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0192_SP_SET: RETAINING WALL
 RR0192_STAMPING: 1694.511 B 130 1934
 RR0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0192
 RR0192  HISTORY     - Date     Condition        Report By
 RR0192  HISTORY     - 1934     MONUMENTED       CGS
 RR0192  HISTORY     - 1975     GOOD             USGS
 RR0192
 RR0192                          STATION DESCRIPTION
 RR0192
 RR0192'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0192'1.0 MI E FROM BREIEN.
 RR0192'BREIEN, 1.0 MI. EAST OF, ALONG ABANDONED RR GRADE.  0.05 MI. NORTH OF
 RR0192'NE CORNER OF SECTION 36, T. 134 N., R. 82 W. ON EAST SIDE OF
 RR0192'CANNONBALL RIVER IN TOP OF SOUTH END OF THE EAST RETAINING WALL OF
 RR0192'DISMANTLED RR BRIDGE.  5 1/2 FT. NORTH AND LEVEL WITH SOUTHWEST CORNER
 RR0192'OF RETAINING WALL.  IN CONCRETE WALL.  STANDARD TABLET STAMPED
 RR0192'1694.511 B 130 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0403 ***********************************************************************
 RR0403  DESIGNATION -  B 15
 RR0403  PID         -  RR0403
 RR0403  STATE/COUNTY-  ND/MORTON
 RR0403  USGS QUAD   -  GLEN ULLIN SW (1970)
 RR0403
 RR0403                         *CURRENT SURVEY CONTROL
 RR0403  ___________________________________________________________________
 RR0403* NAD 83(1986)-  46 51 13.     (N)    101 55 35.     (W)     SCALED    
 RR0403* NAVD 88     -       641.431  (meters)    2104.43   (feet)  ADJUSTED  
 RR0403  ___________________________________________________________________
 RR0403  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 RR0403  DYNAMIC HT  -         641.429 (meters)    2104.42  (feet)  COMP
 RR0403  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 RR0403
 RR0403  VERT ORDER  -  FIRST     CLASS II
 RR0403
 RR0403.The horizontal coordinates were scaled from a topographic map and have
 RR0403.an estimated accuracy of +/- 6 seconds.
 RR0403
 RR0403.The orthometric height was determined by differential leveling
 RR0403.and adjusted by the National Geodetic Survey in June 1991..
 RR0403.WARNING-Repeat measurements at this control monument indicate possible
 RR0403.vertical movement.
 RR0403
 RR0403.The geoid height was determined by GEOID03.
 RR0403
 RR0403.The dynamic height is computed by dividing the NAVD 88
 RR0403.geopotential number by the normal gravity value computed on the
 RR0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0403.degrees latitude (g = 980.6199 gals.).
 RR0403
 RR0403.The modeled gravity was interpolated from observed gravity values.
 RR0403
 RR0403;                    North         East    Units  Estimated Accuracy
 RR0403;SPC ND S     -   132,920.      491,230.      MT  (+/- 180 meters Scaled)
 RR0403
 RR0403                          SUPERSEDED SURVEY CONTROL
 RR0403
 RR0403  NGVD 29 (??/??/92)  640.948  (m)         2102.84   (f) ADJ UNCH    1 2
 RR0403
 RR0403.Superseded values are not recommended for survey control.
 RR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0403.See file dsdata.txt to determine how the superseded data were derived.
 RR0403
 RR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS769930(NAD 83)
 RR0403_MARKER: DB = BENCH MARK DISK
 RR0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0403_STAMPING: 2102.844 B 15 1931
 RR0403_MARK LOGO: CGS   
 RR0403_PROJECTION: PROJECTING 5 CENTIMETERS
 RR0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0403+STABILITY: SURFACE MOTION
 RR0403
 RR0403  HISTORY     - Date     Condition        Report By
 RR0403  HISTORY     - 1931     MONUMENTED       CGS
 RR0403  HISTORY     - 1952     GOOD             NGS
 RR0403  HISTORY     - 1956     GOOD             NGS
 RR0403  HISTORY     - 1982     GOOD             NGS
 RR0403
 RR0403                          STATION DESCRIPTION
 RR0403
 RR0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RR0403'5.75 MI W FROM GLEN ULLIN.
 RR0403'THE MARK IS LOCATED AT EAGLE NEST, 154 FEET SOUTHWEST OF THE SOUTHWEST
 RR0403'RAIL OF THE MAIN TRACK OF THE NORTHERN PACIFIC RAILWAY, 98 FEET
 RR0403'NORTHEAST OF U.S. HIGHWAY 10, 870 FEET NORTHWEST OF A FOUR FOOT
 RR0403'DIAMETER HEXAGON N.P.R.Y. CONCRETE TELEPHONE SHED, 3 FEET EAST OF A
 RR0403'WITNESS POST, AND 66 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS SET
 RR0403'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST AND PROJECTS 2 INCHES.
 RR0403
 RR0403                          STATION RECOVERY (1956)
 RR0403
 RR0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0403'RECOVERED IN GOOD CONDITION.
 RR0403
 RR0403                          STATION RECOVERY (1982)
 RR0403
 RR0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0403'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RR0403'9.2 KM (5.7 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0403'NORTHERN RAILROAD STATION IN GLEN ULLIN, 0.2 KM (0.1 MI) NORTHWEST OF
 RR0403'THE EAGLE NEST CHEMICAL COMPANY, 47.0 METERS (154.2 FT) SOUTHWEST OF
 RR0403'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 29.9 METERS (98.1
 RR0403'FT) NORTHEAST OF THE CENTERLINE OF THE ROAD AND 0.9 METER (3.0 FT)
 RR0403'EAST OF A WOODEN POST.
 RR0403'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 RR0403'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0238 ***********************************************************************
 RR0238  DESIGNATION -  B 16
 RR0238  PID         -  RR0238
 RR0238  STATE/COUNTY-  ND/MORTON
 RR0238  USGS QUAD   -  MANDAN (1976)
 RR0238
 RR0238                         *CURRENT SURVEY CONTROL
 RR0238  ___________________________________________________________________
 RR0238* NAD 83(1986)-  46 49 39.     (N)    100 53 23.     (W)     SCALED    
 RR0238* NAVD 88     -       502.084  (meters)    1647.25   (feet)  ADJUSTED  
 RR0238  ___________________________________________________________________
 RR0238  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RR0238  DYNAMIC HT  -         502.091 (meters)    1647.28  (feet)  COMP
 RR0238  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 RR0238
 RR0238  VERT ORDER  -  FIRST     CLASS II
 RR0238
 RR0238.The horizontal coordinates were scaled from a topographic map and have
 RR0238.an estimated accuracy of +/- 6 seconds.
 RR0238
 RR0238.The orthometric height was determined by differential leveling
 RR0238.and adjusted by the National Geodetic Survey in June 1991..
 RR0238
 RR0238.The geoid height was determined by GEOID03.
 RR0238
 RR0238.The dynamic height is computed by dividing the NAVD 88
 RR0238.geopotential number by the normal gravity value computed on the
 RR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0238.degrees latitude (g = 980.6199 gals.).
 RR0238
 RR0238.The modeled gravity was interpolated from observed gravity values.
 RR0238
 RR0238;                    North         East    Units  Estimated Accuracy
 RR0238;SPC ND S     -   129,110.      570,270.      MT  (+/- 180 meters Scaled)
 RR0238
 RR0238                          SUPERSEDED SURVEY CONTROL
 RR0238
 RR0238  NGVD 29 (??/??/92)  501.732  (m)         1646.10   (f) ADJ UNCH    1 2
 RR0238
 RR0238.Superseded values are not recommended for survey control.
 RR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0238.See file dsdata.txt to determine how the superseded data were derived.
 RR0238
 RR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS558877(NAD 83)
 RR0238_MARKER: DB = BENCH MARK DISK
 RR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0238_STAMPING: 1646.099 B 16 1931
 RR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0238+STABILITY: SURFACE MOTION
 RR0238
 RR0238  HISTORY     - Date     Condition        Report By
 RR0238  HISTORY     - 1931     MONUMENTED       CGS
 RR0238  HISTORY     - 1961     GOOD             NGS
 RR0238  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 RR0238  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0238
 RR0238                          STATION DESCRIPTION
 RR0238
 RR0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0238'IN MANDAN.
 RR0238'AT MANDAN, MORTON COUNTY, AT THE NORTHWEST CORNER OF THE CITY HALL.  A
 RR0238'STANDARD DISK, STAMPED 1646.099 B 16 1931 AND SET IN THE TOP OF A
 RR0238'CONCRETE POST FLUSH WITH THE GROUND.  RECOVERED AS DESCRIBED IN 1956
 RR0238'EXCEPT THAT A SIDEWALK HAS BEEN PAVED OVER THE MARK LEAVING THE DISK
 RR0238'EXPOSED 1 INCH BELOW THE THE LEVEL OF THE SIDEWALK.  NOTE-- THE CITY
 RR0238'HALL IS NOW THE POLICE STATION AND FIRE HALL AND IS AT THE SE CORNER
 RR0238'OF FIRST ST., N.E. AND COLLINS STREET.
 RR0238
 RR0238                          STATION RECOVERY (1961)
 RR0238
 RR0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RR0238'RECOVERED IN GOOD CONDITION.
 RR0238
 RR0238                          STATION RECOVERY (1980)
 RR0238
 RR0238'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 RR0238'MARK NOT FOUND.
 RR0238
 RR0238                          STATION RECOVERY (1982)
 RR0238
 RR0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0203 ***********************************************************************
 RQ0203  DESIGNATION -  B 17
 RQ0203  PID         -  RQ0203
 RQ0203  STATE/COUNTY-  ND/STUTSMAN
 RQ0203  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0203
 RQ0203                         *CURRENT SURVEY CONTROL
 RQ0203  ___________________________________________________________________
 RQ0203* NAD 83(1986)-  46 53 36.     (N)    098 55 37.     (W)     SCALED    
 RQ0203* NAVD 88     -       485.742  (meters)    1593.64   (feet)  ADJUSTED  
 RQ0203  ___________________________________________________________________
 RQ0203  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RQ0203  DYNAMIC HT  -         485.758 (meters)    1593.69  (feet)  COMP
 RQ0203  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 RQ0203
 RQ0203  VERT ORDER  -  FIRST     CLASS II
 RQ0203
 RQ0203.The horizontal coordinates were scaled from a topographic map and have
 RQ0203.an estimated accuracy of +/- 6 seconds.
 RQ0203
 RQ0203.The orthometric height was determined by differential leveling
 RQ0203.and adjusted by the National Geodetic Survey in June 1991..
 RQ0203
 RQ0203.The geoid height was determined by GEOID03.
 RQ0203
 RQ0203.The dynamic height is computed by dividing the NAVD 88
 RQ0203.geopotential number by the normal gravity value computed on the
 RQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0203.degrees latitude (g = 980.6199 gals.).
 RQ0203
 RQ0203.The modeled gravity was interpolated from observed gravity values.
 RQ0203
 RQ0203;                    North         East    Units  Estimated Accuracy
 RQ0203;SPC ND S     -   137,550.      719,860.      MT  (+/- 180 meters Scaled)
 RQ0203
 RQ0203                          SUPERSEDED SURVEY CONTROL
 RQ0203
 RQ0203  NGVD 29 (??/??/92)  485.340  (m)         1592.32   (f) ADJ UNCH    1 2
 RQ0203
 RQ0203.Superseded values are not recommended for survey control.
 RQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0203.See file dsdata.txt to determine how the superseded data were derived.
 RQ0203
 RQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS055933(NAD 83)
 RQ0203_MARKER: DB = BENCH MARK DISK
 RQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0203_STAMPING: B 17 1931 1592.320
 RQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0203+STABILITY: SURFACE MOTION
 RQ0203
 RQ0203  HISTORY     - Date     Condition        Report By
 RQ0203  HISTORY     - 1931     MONUMENTED       CGS
 RQ0203  HISTORY     - 1960     MARK NOT FOUND   NGS
 RQ0203  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0203
 RQ0203                          STATION DESCRIPTION
 RQ0203
 RQ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0203'3.7 MI W FROM ELDRIDGE.
 RQ0203'3.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0203'ELDRIDGE, AT BLOCK SIGNAL 103.4, ABOUT 450 FEET NORTH OF THE
 RQ0203'CENTERLINE OF U.S. HIGHWAY 10, ABOUT 375 FEET WEST OF A SECTION LINE,
 RQ0203'ABOUT 202 FEET SOUTH OF THE SOUTH RAIL AND 1 FOOT NORTH OF A FENCE. A
 RQ0203'STANDARD DISK, STAMPED 1592.320 B 17 1931 AND SET IN THE TOP OF A
 RQ0203'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 RQ0203
 RQ0203                          STATION RECOVERY (1982)
 RQ0203
 RQ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0203'NOT RECOVERED.  INACCESSIBLE AT TIME OF RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1369 ***********************************************************************
 TF1369  DESIGNATION -  B 17
 TF1369  PID         -  TF1369
 TF1369  STATE/COUNTY-  ND/RENVILLE
 TF1369  USGS QUAD   -  GREENE (1949)
 TF1369
 TF1369                         *CURRENT SURVEY CONTROL
 TF1369  ___________________________________________________________________
 TF1369* NAD 83(1986)-  48 39 20.     (N)    101 42 06.     (W)     SCALED    
 TF1369* NAVD 88     -       502.454  (meters)    1648.47   (feet)  ADJUSTED  
 TF1369  ___________________________________________________________________
 TF1369  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 TF1369  DYNAMIC HT  -         502.555 (meters)    1648.80  (feet)  COMP
 TF1369  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TF1369
 TF1369  VERT ORDER  -  SECOND    CLASS 0
 TF1369
 TF1369.The horizontal coordinates were scaled from a topographic map and have
 TF1369.an estimated accuracy of +/- 6 seconds.
 TF1369
 TF1369.The orthometric height was determined by differential leveling
 TF1369.and adjusted by the National Geodetic Survey in June 1991..
 TF1369
 TF1369.The geoid height was determined by GEOID03.
 TF1369
 TF1369.The dynamic height is computed by dividing the NAVD 88
 TF1369.geopotential number by the normal gravity value computed on the
 TF1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1369.degrees latitude (g = 980.6199 gals.).
 TF1369
 TF1369.The modeled gravity was interpolated from observed gravity values.
 TF1369
 TF1369;                    North         East    Units  Estimated Accuracy
 TF1369;SPC ND N     -   184,760.      511,470.      MT  (+/- 180 meters Scaled)
 TF1369
 TF1369                          SUPERSEDED SURVEY CONTROL
 TF1369
 TF1369  NGVD 29 (??/??/92)  502.09   (m)         1647.3    (f) COMPUTED    2 0
 TF1369
 TF1369.Superseded values are not recommended for survey control.
 TF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1369.See file dsdata.txt to determine how the superseded data were derived.
 TF1369
 TF1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU010926(NAD 83)
 TF1369_MARKER: DD = SURVEY DISK
 TF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1369_STAMPING: B 17 1925
 TF1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1369+STABILITY: SURFACE MOTION
 TF1369
 TF1369  HISTORY     - Date     Condition        Report By
 TF1369  HISTORY     - 1925     MONUMENTED       USGS
 TF1369  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1369
 TF1369                          STATION DESCRIPTION
 TF1369
 TF1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1369'IN GREENE.
 TF1369'AT GREENE, RENVILLE COUNTY, 250 FEET SOUTHEAST OF THE SOO LINE
 TF1369'RAILROAD STATION, IN THE N.W. 1/4 SEC., T. 160 N., R. 85 W., AT A ROAD
 TF1369'CROSSING, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 60 FEET
 TF1369'SOUTHWEST OF THE WHEAT LINE TRACKS, AND 3.7 FEET NORTHWEST OF A POLE.
 TF1369'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 17 1925
 TF1369'MARKED 1647.6 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 TF1369'PROBABLY DESTROYED WHEN THE GRADED THAT ROAD.  LOCATION PUTS IT IN THE
 TF1369'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0120 ***********************************************************************
 TF0120  DESIGNATION -  B 170
 TF0120  PID         -  TF0120
 TF0120  STATE/COUNTY-  ND/BOTTINEAU
 TF0120  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF0120
 TF0120                         *CURRENT SURVEY CONTROL
 TF0120  ___________________________________________________________________
 TF0120* NAD 83(1986)-  48 59 41.     (N)    100 29 02.     (W)     SCALED    
 TF0120* NAVD 88     -       684.513  (meters)    2245.77   (feet)  ADJUSTED  
 TF0120  ___________________________________________________________________
 TF0120  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0120  DYNAMIC HT  -         684.658 (meters)    2246.25  (feet)  COMP
 TF0120  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 TF0120
 TF0120  VERT ORDER  -  SECOND    CLASS 0
 TF0120
 TF0120.The horizontal coordinates were scaled from a topographic map and have
 TF0120.an estimated accuracy of +/- 6 seconds.
 TF0120
 TF0120.The orthometric height was determined by differential leveling
 TF0120.and adjusted by the National Geodetic Survey in June 1991..
 TF0120
 TF0120.The geoid height was determined by GEOID03.
 TF0120
 TF0120.The dynamic height is computed by dividing the NAVD 88
 TF0120.geopotential number by the normal gravity value computed on the
 TF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0120.degrees latitude (g = 980.6199 gals.).
 TF0120
 TF0120.The modeled gravity was interpolated from observed gravity values.
 TF0120
 TF0120;                    North         East    Units  Estimated Accuracy
 TF0120;SPC ND N     -   221,790.      601,180.      MT  (+/- 180 meters Scaled)
 TF0120
 TF0120                          SUPERSEDED SURVEY CONTROL
 TF0120
 TF0120  NGVD 29 (??/??/92)  684.094  (m)         2244.40   (f) ADJ UNCH    2 0
 TF0120
 TF0120.Superseded values are not recommended for survey control.
 TF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0120.See file dsdata.txt to determine how the superseded data were derived.
 TF0120
 TF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV914279(NAD 83)
 TF0120_MARKER: DB = BENCH MARK DISK
 TF0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0120_STAMPING: B 170 1935
 TF0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0120+STABILITY: SURFACE MOTION
 TF0120
 TF0120  HISTORY     - Date     Condition        Report By
 TF0120  HISTORY     - 1935     MONUMENTED       CGS
 TF0120  HISTORY     - 1970     GOOD             NDSU
 TF0120
 TF0120                          STATION DESCRIPTION
 TF0120
 TF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0120'7.0 MI N FROM CARBURY.
 TF0120'7.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN RAILWAY
 TF0120'STATION AT CARBURY, BOTTINEAU COUNTY, 3.0 MILES EAST ALONG A
 TF0120'SECTION-LINE ROAD, 35 FEET EAST OF THE SOUTHEAST CORNER OF THE
 TF0120'SOUTHWEST QUARTER OF SECTION 26, T. 164 N., R. 76 W., 33 FEET WEST OF
 TF0120'THE OLIE INDIK FARMYARD GATE, 32.9 FEET NORTH OF THE CENTERLINE OF THE
 TF0120'ROAD, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK,
 TF0120'STAMPED B 170 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0120
 TF0120                          STATION RECOVERY (1970)
 TF0120
 TF0120'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0059 ***********************************************************************
 TF0059  DESIGNATION -  B 171
 TF0059  PID         -  TF0059
 TF0059  STATE/COUNTY-  ND/BOTTINEAU
 TF0059  USGS QUAD   -  OMEMEE (1980)
 TF0059
 TF0059                         *CURRENT SURVEY CONTROL
 TF0059  ___________________________________________________________________
 TF0059* NAD 83(1986)-  48 42 34.     (N)    100 20 27.     (W)     SCALED    
 TF0059* NAVD 88     -       460.405  (meters)    1510.51   (feet)  ADJUSTED  
 TF0059  ___________________________________________________________________
 TF0059  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF0059  DYNAMIC HT  -         460.519 (meters)    1510.89  (feet)  COMP
 TF0059  MODELED GRAV-     980,842.5   (mgal)                       NAVD 88
 TF0059
 TF0059  VERT ORDER  -  SECOND    CLASS 0
 TF0059
 TF0059.The horizontal coordinates were scaled from a topographic map and have
 TF0059.an estimated accuracy of +/- 6 seconds.
 TF0059
 TF0059.The orthometric height was determined by differential leveling
 TF0059.and adjusted by the National Geodetic Survey in June 1991..
 TF0059
 TF0059.The geoid height was determined by GEOID03.
 TF0059
 TF0059.The dynamic height is computed by dividing the NAVD 88
 TF0059.geopotential number by the normal gravity value computed on the
 TF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0059.degrees latitude (g = 980.6199 gals.).
 TF0059
 TF0059.The modeled gravity was interpolated from observed gravity values.
 TF0059
 TF0059;                    North         East    Units  Estimated Accuracy
 TF0059;SPC ND N     -   190,080.      611,710.      MT  (+/- 180 meters Scaled)
 TF0059
 TF0059                          SUPERSEDED SURVEY CONTROL
 TF0059
 TF0059  NGVD 29 (??/??/92)  460.046  (m)         1509.33   (f) ADJ UNCH    2 0
 TF0059
 TF0059.Superseded values are not recommended for survey control.
 TF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0059.See file dsdata.txt to determine how the superseded data were derived.
 TF0059
 TF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU013960(NAD 83)
 TF0059_MARKER: DB = BENCH MARK DISK
 TF0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0059_SP_SET: CULVERT
 TF0059_STAMPING: B 171 1935
 TF0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0059
 TF0059  HISTORY     - Date     Condition        Report By
 TF0059  HISTORY     - 1935     MONUMENTED       CGS
 TF0059  HISTORY     - 1954     GOOD             NGS
 TF0059  HISTORY     - 1970     GOOD             NDSU
 TF0059
 TF0059                          STATION DESCRIPTION
 TF0059
 TF0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TF0059'1.0 MI NE FROM OMEMEE.
 TF0059'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN
 TF0059'RAILWAY STATION AT OMEMEE, BOTTINEAU COUNTY, 0.4 MILE NORTH OF THE
 TF0059'CORNER COMMON TO SECTIONS 3, 4, 9 AND 10, T. 160 N., R. 75 W., AT A
 TF0059'DOUBLE 6-BY 10-FOOT CONCRETE BOX CULVERT, AND IN THE TOP OF THE NORTH
 TF0059'END OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED B 171 1935.
 TF0059
 TF0059                          STATION RECOVERY (1970)
 TF0059
 TF0059'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0099 ***********************************************************************
 TF0099  DESIGNATION -  B 173
 TF0099  PID         -  TF0099
 TF0099  STATE/COUNTY-  ND/ROLETTE
 TF0099  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF0099
 TF0099                         *CURRENT SURVEY CONTROL
 TF0099  ___________________________________________________________________
 TF0099* NAD 83(1986)-  48 52 41.     (N)    100 09 39.     (W)     SCALED    
 TF0099* NAVD 88     -       630.859  (meters)    2069.74   (feet)  ADJUSTED  
 TF0099  ___________________________________________________________________
 TF0099  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0099  DYNAMIC HT  -         631.008 (meters)    2070.23  (feet)  COMP
 TF0099  MODELED GRAV-     980,824.9   (mgal)                       NAVD 88
 TF0099
 TF0099  VERT ORDER  -  SECOND    CLASS 0
 TF0099
 TF0099.The horizontal coordinates were scaled from a topographic map and have
 TF0099.an estimated accuracy of +/- 6 seconds.
 TF0099
 TF0099.The orthometric height was determined by differential leveling
 TF0099.and adjusted by the National Geodetic Survey in June 1991..
 TF0099
 TF0099.The geoid height was determined by GEOID03.
 TF0099
 TF0099.The dynamic height is computed by dividing the NAVD 88
 TF0099.geopotential number by the normal gravity value computed on the
 TF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0099.degrees latitude (g = 980.6199 gals.).
 TF0099
 TF0099.The modeled gravity was interpolated from observed gravity values.
 TF0099
 TF0099;                    North         East    Units  Estimated Accuracy
 TF0099;SPC ND N     -   208,870.      624,880.      MT  (+/- 180 meters Scaled)
 TF0099
 TF0099                          SUPERSEDED SURVEY CONTROL
 TF0099
 TF0099  NGVD 29 (??/??/92)  630.467  (m)         2068.46   (f) ADJ UNCH    2 0
 TF0099
 TF0099.Superseded values are not recommended for survey control.
 TF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0099.See file dsdata.txt to determine how the superseded data were derived.
 TF0099
 TF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV148145(NAD 83)
 TF0099_MARKER: DB = BENCH MARK DISK
 TF0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0099_STAMPING: B 173 1935
 TF0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0099+STABILITY: SURFACE MOTION
 TF0099
 TF0099  HISTORY     - Date     Condition        Report By
 TF0099  HISTORY     - 1935     MONUMENTED       CGS
 TF0099  HISTORY     - 1966     MARK NOT FOUND   USGS
 TF0099
 TF0099                          STATION DESCRIPTION
 TF0099
 TF0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0099'5 MI W FROM DUNSEITH.
 TF0099'5.0 MILES WEST ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TF0099'STATION AT DUNSEITH, ROLETTE COUNTY, 4.0 MILES NORTH ALONG A
 TF0099'SECTION-LINE ROAD.  0.5 MILE EAST OF JUNO CHURCH, 125 FEET NORTH OF
 TF0099'THE CORNER COMMON TO SECTIONS 5, 6, 7 AND 8, T. 162 N., R. 73 W., 20
 TF0099'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT WEST OF THE
 TF0099'PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED B 173 1935 AND SET IN
 TF0099'THE TOP OF A CONCRETE POST.
 TF0099
 TF0099                          STATION RECOVERY (1966)
 TF0099
 TF0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TF0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1522 ***********************************************************************
 TE1522  DESIGNATION -  B 174
 TE1522  PID         -  TE1522
 TE1522  STATE/COUNTY-  ND/ROLETTE
 TE1522  USGS QUAD   -  ROLETTE SW (1955)
 TE1522
 TE1522                         *CURRENT SURVEY CONTROL
 TE1522  ___________________________________________________________________
 TE1522* NAD 83(1986)-  48 37 07.     (N)    099 59 40.     (W)     SCALED    
 TE1522* NAVD 88     -       487.288  (meters)    1598.71   (feet)  POSTED    
 TE1522  ___________________________________________________________________
 TE1522  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TE1522  DYNAMIC HT  -         487.400 (meters)    1599.08  (feet)  COMP
 TE1522  MODELED GRAV-     980,830.9   (mgal)                       NAVD 88
 TE1522
 TE1522  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1522
 TE1522.The horizontal coordinates were scaled from a topographic map and have
 TE1522.an estimated accuracy of +/- 6 seconds.
 TE1522
 TE1522.The orthometric height was determined by differential leveling
 TE1522.and adjusted by the National Geodetic Survey in 1992..
 TE1522.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1522.rate of 0.0 thru 1.0 mm/km.
 TE1522
 TE1522.The geoid height was determined by GEOID03.
 TE1522
 TE1522.The dynamic height is computed by dividing the NAVD 88
 TE1522.geopotential number by the normal gravity value computed on the
 TE1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1522.degrees latitude (g = 980.6199 gals.).
 TE1522
 TE1522.The modeled gravity was interpolated from observed gravity values.
 TE1522
 TE1522;                    North         East    Units  Estimated Accuracy
 TE1522;SPC ND N     -   180,090.      637,270.      MT  (+/- 180 meters Scaled)
 TE1522
 TE1522                          SUPERSEDED SURVEY CONTROL
 TE1522
 TE1522  NGVD 29 (??/??/92)  486.906  (m)         1597.46   (f) ADJ UNCH    2 0
 TE1522
 TE1522.Superseded values are not recommended for survey control.
 TE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1522.See file dsdata.txt to determine how the superseded data were derived.
 TE1522
 TE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU267855(NAD 83)
 TE1522_MARKER: DB = BENCH MARK DISK
 TE1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1522_STAMPING: B-174 1935
 TE1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1522+STABILITY: SURFACE MOTION
 TE1522
 TE1522  HISTORY     - Date     Condition        Report By
 TE1522  HISTORY     - 1935     MONUMENTED       CGS
 TE1522  HISTORY     - 1951     POOR             USGS
 TE1522
 TE1522                          STATION DESCRIPTION
 TE1522
 TE1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1522'4.4 MI SE FROM FONDA.
 TE1522'1 MILE EAST AND 3.4 MILES SOUTH OF, ALONG NORTH-SOUTH SECTION ROAD,
 TE1522'FROM JCT. OF TOWNSHIP-LINE RD. AND SOO LINE RAILROAD.  ABOUT 1 MILE
 TE1522'SOUTH OF THE EAST-WEST TOWNSHIP LINE BETWEEN TOWNSHIPS 160 N AND 159
 TE1522'N. ABOUT 280 FEET NORTH OF SECTION CORNER COMMON TO SECTIONS 5, 6, 7
 TE1522'AND 8 OF T 159 N, R 72 W.  23.3 FEET WEST OF THE ROAD CENTERLINE.  5
 TE1522'FEET WEST OF THE ROAD CUT. TABLET SET IN PRECAST CONCRETE POST.
 TE1522
 TE1522                          STATION RECOVERY (1951)
 TE1522
 TE1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 TE1522'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1518 ***********************************************************************
 TE1518  DESIGNATION -  B 175
 TE1518  PID         -  TE1518
 TE1518  STATE/COUNTY-  ND/ROLETTE
 TE1518  USGS QUAD   -  MYLO NW (1971)
 TE1518
 TE1518                         *CURRENT SURVEY CONTROL
 TE1518  ___________________________________________________________________
 TE1518* NAD 83(1986)-  48 44 51.     (N)    099 39 26.     (W)     SCALED    
 TE1518* NAVD 88     -       523.731  (meters)    1718.27   (feet)  ADJUSTED  
 TE1518  ___________________________________________________________________
 TE1518  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 TE1518  DYNAMIC HT  -         523.852 (meters)    1718.67  (feet)  COMP
 TE1518  MODELED GRAV-     980,825.6   (mgal)                       NAVD 88
 TE1518
 TE1518  VERT ORDER  -  SECOND    CLASS 0
 TE1518
 TE1518.The horizontal coordinates were scaled from a topographic map and have
 TE1518.an estimated accuracy of +/- 6 seconds.
 TE1518
 TE1518.The orthometric height was determined by differential leveling
 TE1518.and adjusted by the National Geodetic Survey in June 1991..
 TE1518
 TE1518.The geoid height was determined by GEOID03.
 TE1518
 TE1518.The dynamic height is computed by dividing the NAVD 88
 TE1518.geopotential number by the normal gravity value computed on the
 TE1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1518.degrees latitude (g = 980.6199 gals.).
 TE1518
 TE1518.The modeled gravity was interpolated from observed gravity values.
 TE1518
 TE1518;                    North         East    Units  Estimated Accuracy
 TE1518;SPC ND N     -   194,640.      661,980.      MT  (+/- 180 meters Scaled)
 TE1518
 TE1518                          SUPERSEDED SURVEY CONTROL
 TE1518
 TE1518  NGVD 29 (??/??/92)  523.350  (m)         1717.02   (f) ADJ UNCH    2 0
 TE1518
 TE1518.Superseded values are not recommended for survey control.
 TE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1518.See file dsdata.txt to determine how the superseded data were derived.
 TE1518
 TE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU516995(NAD 83)
 TE1518_MARKER: DB = BENCH MARK DISK
 TE1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1518_STAMPING: B-175 1935
 TE1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1518+STABILITY: SURFACE MOTION
 TE1518
 TE1518  HISTORY     - Date     Condition        Report By
 TE1518  HISTORY     - 1935     MONUMENTED       CGS
 TE1518  HISTORY     - 1971     MARK NOT FOUND   USGS
 TE1518
 TE1518                          STATION DESCRIPTION
 TE1518
 TE1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1518'0.7 MI SE FROM BELCOURT.
 TE1518'6.6 MILES SOUTH AND 4.1 MILES EAST OF, ALONG EAST-WEST SECTION LINE
 TE1518'ROAD, FROM TURTLE MT. INDIAN SCHOOL ABOUT 135 FEET EAST OF SECTION
 TE1518'CORNER COMMON TO SECTIONS 24 AND 25, T 161 N, R 70 W, AND 19 AND 30, T
 TE1518'161, N, R 69 W.  20.5 FEET SOUTH OF THE ROAD CENTERLINE.  1 FT. NORTH
 TE1518'OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 TE1518
 TE1518                          STATION RECOVERY (1971)
 TE1518
 TE1518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TE1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1185 ***********************************************************************
 TE1185  DESIGNATION -  B 177
 TE1185  PID         -  TE1185
 TE1185  STATE/COUNTY-  ND/TOWNER
 TE1185  USGS QUAD   -  ROCK LAKE (1970)
 TE1185
 TE1185                         *CURRENT SURVEY CONTROL
 TE1185  ___________________________________________________________________
 TE1185* NAD 83(1986)-  48 47 29.     (N)    099 12 37.     (W)     SCALED    
 TE1185* NAVD 88     -       466.614  (meters)    1530.88   (feet)  ADJUSTED  
 TE1185  ___________________________________________________________________
 TE1185  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 TE1185  DYNAMIC HT  -         466.724 (meters)    1531.24  (feet)  COMP
 TE1185  MODELED GRAV-     980,831.9   (mgal)                       NAVD 88
 TE1185
 TE1185  VERT ORDER  -  SECOND    CLASS 0
 TE1185
 TE1185.The horizontal coordinates were scaled from a topographic map and have
 TE1185.an estimated accuracy of +/- 6 seconds.
 TE1185
 TE1185.The orthometric height was determined by differential leveling
 TE1185.and adjusted by the National Geodetic Survey in June 1991..
 TE1185
 TE1185.The geoid height was determined by GEOID03.
 TE1185
 TE1185.The dynamic height is computed by dividing the NAVD 88
 TE1185.geopotential number by the normal gravity value computed on the
 TE1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1185.degrees latitude (g = 980.6199 gals.).
 TE1185
 TE1185.The modeled gravity was interpolated from observed gravity values.
 TE1185
 TE1185;                    North         East    Units  Estimated Accuracy
 TE1185;SPC ND N     -   199,970.      694,760.      MT  (+/- 180 meters Scaled)
 TE1185
 TE1185                          SUPERSEDED SURVEY CONTROL
 TE1185
 TE1185  NGVD 29 (??/??/92)  466.225  (m)         1529.61   (f) ADJ UNCH    2 0
 TE1185
 TE1185.Superseded values are not recommended for survey control.
 TE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1185.See file dsdata.txt to determine how the superseded data were derived.
 TE1185
 TE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV845042(NAD 83)
 TE1185_MARKER: DB = BENCH MARK DISK
 TE1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1185_STAMPING: B-177 1935
 TE1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1185+STABILITY: SURFACE MOTION
 TE1185
 TE1185  HISTORY     - Date     Condition        Report By
 TE1185  HISTORY     - 1935     MONUMENTED       CGS
 TE1185
 TE1185                          STATION DESCRIPTION
 TE1185
 TE1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1185'1.6 MI E FROM ROCKLAKE.
 TE1185'1.6 MILES EAST OF, ALONG ST. HWY. 5, FROM RAILROAD STATION ABOUT 255
 TE1185'FEET WEST OF NORTHEAST CORNER OF NW 1/4 OF SEC. 9, T 161 N, R 66 W.
 TE1185'ABOUT 225 FEET WEST OF A CONCRETE PIPE CULVERT.  33 FEET SOUTH OF
 TE1185'HIGHWAY CENTERLINE.  20 FEET WEST OF A PILE OF ROCKS.  1 FT. NORTH OF
 TE1185'PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0027 ***********************************************************************
 RQ0027  DESIGNATION -  B 18
 RQ0027  PID         -  RQ0027
 RQ0027  STATE/COUNTY-  ND/BARNES
 RQ0027  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0027
 RQ0027                         *CURRENT SURVEY CONTROL
 RQ0027  ___________________________________________________________________
 RQ0027* NAD 83(1986)-  46 55 29.     (N)    098 00 05.     (W)     SCALED    
 RQ0027* NAVD 88     -       372.852  (meters)    1223.27   (feet)  ADJUSTED  
 RQ0027  ___________________________________________________________________
 RQ0027  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RQ0027  DYNAMIC HT  -         372.886 (meters)    1223.38  (feet)  COMP
 RQ0027  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 RQ0027
 RQ0027  VERT ORDER  -  FIRST     CLASS II
 RQ0027
 RQ0027.The horizontal coordinates were scaled from a topographic map and have
 RQ0027.an estimated accuracy of +/- 6 seconds.
 RQ0027
 RQ0027.The orthometric height was determined by differential leveling
 RQ0027.and adjusted by the National Geodetic Survey in June 1991..
 RQ0027.WARNING-Repeat measurements at this control monument indicate possible
 RQ0027.vertical movement.
 RQ0027
 RQ0027.The geoid height was determined by GEOID03.
 RQ0027
 RQ0027.The dynamic height is computed by dividing the NAVD 88
 RQ0027.geopotential number by the normal gravity value computed on the
 RQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0027.degrees latitude (g = 980.6199 gals.).
 RQ0027
 RQ0027.The modeled gravity was interpolated from observed gravity values.
 RQ0027
 RQ0027;                    North         East    Units  Estimated Accuracy
 RQ0027;SPC ND S     -   142,870.      790,260.      MT  (+/- 180 meters Scaled)
 RQ0027
 RQ0027                          SUPERSEDED SURVEY CONTROL
 RQ0027
 RQ0027  NGVD 29 (??/??/92)  372.498  (m)         1222.10   (f) ADJ UNCH    1 2
 RQ0027
 RQ0027.Superseded values are not recommended for survey control.
 RQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0027.See file dsdata.txt to determine how the superseded data were derived.
 RQ0027
 RQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS760972(NAD 83)
 RQ0027_MARKER: DB = BENCH MARK DISK
 RQ0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0027_SP_SET: FOUNDATION
 RQ0027_STAMPING: B 18 1931 1222.127
 RQ0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0027
 RQ0027  HISTORY     - Date     Condition        Report By
 RQ0027  HISTORY     - 1931     MONUMENTED       CGS
 RQ0027  HISTORY     - 1964     GOOD             NGS
 RQ0027  HISTORY     - 1976     GOOD             NGS
 RQ0027  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0027
 RQ0027                          STATION DESCRIPTION
 RQ0027
 RQ0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RQ0027'IN VALLEY CITY.
 RQ0027'AT VALLEY CITY, IN SECTION 21, R 58 W, T 140 N, SET VERTICALLY IN THE
 RQ0027'WEST FACE OF THE STONE FOUNDATION NEAR THE SOUTHWEST CORNER OF THE
 RQ0027'CITY HALL, 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, AND
 RQ0027'ABOUT 6 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 RQ0027
 RQ0027                          STATION RECOVERY (1976)
 RQ0027
 RQ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RQ0027'RECOVERED IN GOOD CONDITION.
 RQ0027
 RQ0027                          STATION RECOVERY (1982)
 RQ0027
 RQ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0027'NOT RECOVERED.  NOTE, THE CITY HALL BUILDING WAS TORN DOWN IN 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1372 ***********************************************************************
 TF1372  DESIGNATION -  B 18
 TF1372  PID         -  TF1372
 TF1372  STATE/COUNTY-  ND/RENVILLE
 TF1372  USGS QUAD   -  GREENE (1949)
 TF1372
 TF1372                         *CURRENT SURVEY CONTROL
 TF1372  ___________________________________________________________________
 TF1372* NAD 83(1986)-  48 41 32.     (N)    101 43 48.     (W)     SCALED    
 TF1372* NAVD 88     -       491.281  (meters)    1611.81   (feet)  ADJUSTED  
 TF1372  ___________________________________________________________________
 TF1372  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 TF1372  DYNAMIC HT  -         491.385 (meters)    1612.15  (feet)  COMP
 TF1372  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 TF1372
 TF1372  VERT ORDER  -  SECOND    CLASS 0
 TF1372
 TF1372.The horizontal coordinates were scaled from a topographic map and have
 TF1372.an estimated accuracy of +/- 6 seconds.
 TF1372
 TF1372.The orthometric height was determined by differential leveling
 TF1372.and adjusted by the National Geodetic Survey in June 1991..
 TF1372
 TF1372.The geoid height was determined by GEOID03.
 TF1372
 TF1372.The dynamic height is computed by dividing the NAVD 88
 TF1372.geopotential number by the normal gravity value computed on the
 TF1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1372.degrees latitude (g = 980.6199 gals.).
 TF1372
 TF1372.The modeled gravity was interpolated from observed gravity values.
 TF1372
 TF1372;                    North         East    Units  Estimated Accuracy
 TF1372;SPC ND N     -   188,870.      509,450.      MT  (+/- 180 meters Scaled)
 TF1372
 TF1372                          SUPERSEDED SURVEY CONTROL
 TF1372
 TF1372  NGVD 29 (??/??/92)  490.91   (m)         1610.6    (f) COMPUTED    2 0
 TF1372
 TF1372.Superseded values are not recommended for survey control.
 TF1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1372.See file dsdata.txt to determine how the superseded data were derived.
 TF1372
 TF1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU991968(NAD 83)
 TF1372_MARKER: DB = BENCH MARK DISK
 TF1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1372_STAMPING: B 18 1925
 TF1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1372+STABILITY: SURFACE MOTION
 TF1372
 TF1372  HISTORY     - Date     Condition        Report By
 TF1372  HISTORY     - 1925     MONUMENTED       USGS
 TF1372  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1372
 TF1372                          STATION DESCRIPTION
 TF1372
 TF1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1372'2.8 MI NW FROM GREENE.
 TF1372'2.8 MILES NORTHWEST ALONG VALLEY ROAD FROM GREENE, RENVILLE COUNTY, IN
 TF1372'THE S.W. COR., SEC. 12, T. 160 N., R. 86 W., AND 155 FEET WEST OF A
 TF1372'POINT 66 FEET SOUTH OF THE JUNCTION OF A T-ROAD LEADING WEST.  A
 TF1372'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 18 1925,
 TF1372'MARKED 1610.2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF1372'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0028 ***********************************************************************
 RQ0028  DESIGNATION -  B 18 RESET
 RQ0028  PID         -  RQ0028
 RQ0028  STATE/COUNTY-  ND/BARNES
 RQ0028  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0028
 RQ0028                         *CURRENT SURVEY CONTROL
 RQ0028  ___________________________________________________________________
 RQ0028* NAD 83(1986)-  46 55 29.     (N)    098 00 05.     (W)     SCALED    
 RQ0028* NAVD 88     -       372.90   (+/-2cm)    1223.4    (feet)  VERTCON   
 RQ0028  ___________________________________________________________________
 RQ0028  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RQ0028
 RQ0028  VERT ORDER  -  THIRD (See Below)
 RQ0028
 RQ0028.The horizontal coordinates were scaled from a topographic map and have
 RQ0028.an estimated accuracy of +/- 6 seconds.
 RQ0028
 RQ0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0028.The vertical order pertains to the NGVD 29 superseded value.
 RQ0028
 RQ0028.The geoid height was determined by GEOID03.
 RQ0028
 RQ0028;                    North         East    Units  Estimated Accuracy
 RQ0028;SPC ND S     -   142,870.      790,260.      MT  (+/- 180 meters Scaled)
 RQ0028
 RQ0028                          SUPERSEDED SURVEY CONTROL
 RQ0028
 RQ0028  NGVD 29 (11/04/04)  372.54   (m)         1222.2    (f) RESET       3  
 RQ0028
 RQ0028.Superseded values are not recommended for survey control.
 RQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0028.See file dsdata.txt to determine how the superseded data were derived.
 RQ0028
 RQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS760972(NAD 83)
 RQ0028_MARKER: DB = BENCH MARK DISK
 RQ0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0028_SP_SET: WALL
 RQ0028_STAMPING: B 18 RESET 1976
 RQ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0028
 RQ0028  HISTORY     - Date     Condition        Report By
 RQ0028  HISTORY     - 1976     MONUMENTED       NGS
 RQ0028  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0028
 RQ0028                          STATION DESCRIPTION
 RQ0028
 RQ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 RQ0028'IN VALLEY CITY.
 RQ0028'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 2ND AVENUE AND 3RD
 RQ0028'STREET NE 125 FEET EAST OF THE CENTER OF 2ND AVENUE, IN THE NORTH WALL
 RQ0028'OF THE MUNICIPAL BUILDING, 85 FEET EAST OF THE NORTHWEST CORNER OF THE
 RQ0028'BUILDING, 1.8 FEET WEST OF THE WEST EDGE OF NORTH ENTRANCE INTO THE
 RQ0028'CITY HALL, 1.3 FEET ABOVE THE SIDEWALK, AND SET VERTICAL IN A DRILLED
 RQ0028'HOLE IN THE CONCRETE WALL OF THE BUILDING.
 RQ0028
 RQ0028                          STATION RECOVERY (1982)
 RQ0028
 RQ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0028'NOT RECOVERED, APPEARS THAT THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0323 ***********************************************************************
 TD0323  DESIGNATION -  B 181
 TD0323  PID         -  TD0323
 TD0323  STATE/COUNTY-  ND/PEMBINA
 TD0323  USGS QUAD   -  BATHGATE SE (1970)
 TD0323
 TD0323                         *CURRENT SURVEY CONTROL
 TD0323  ___________________________________________________________________
 TD0323* NAD 83(1986)-  48 48 12.     (N)    097 17 38.     (W)     SCALED    
 TD0323* NAVD 88     -       244.244  (meters)     801.32   (feet)  ADJUSTED  
 TD0323  ___________________________________________________________________
 TD0323  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 TD0323  DYNAMIC HT  -         244.310 (meters)     801.54  (feet)  COMP
 TD0323  MODELED GRAV-     980,873.9   (mgal)                       NAVD 88
 TD0323
 TD0323  VERT ORDER  -  SECOND    CLASS 0
 TD0323
 TD0323.The horizontal coordinates were scaled from a topographic map and have
 TD0323.an estimated accuracy of +/- 6 seconds.
 TD0323
 TD0323.The orthometric height was determined by differential leveling
 TD0323.and adjusted by the National Geodetic Survey in June 1991..
 TD0323
 TD0323.The geoid height was determined by GEOID03.
 TD0323
 TD0323.The dynamic height is computed by dividing the NAVD 88
 TD0323.geopotential number by the normal gravity value computed on the
 TD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0323.degrees latitude (g = 980.6199 gals.).
 TD0323
 TD0323.The modeled gravity was interpolated from observed gravity values.
 TD0323
 TD0323;                    North         East    Units  Estimated Accuracy
 TD0323;SPC ND N     -   205,410.      835,460.      MT  (+/- 180 meters Scaled)
 TD0323
 TD0323                          SUPERSEDED SURVEY CONTROL
 TD0323
 TD0323  NGVD 29 (??/??/92)  243.845  (m)          800.01   (f) ADJ UNCH    2 0
 TD0323
 TD0323.Superseded values are not recommended for survey control.
 TD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0323.See file dsdata.txt to determine how the superseded data were derived.
 TD0323
 TD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV252069(NAD 83)
 TD0323_MARKER: DB = BENCH MARK DISK
 TD0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0323_STAMPING: B 181 1935
 TD0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0323+STABILITY: SURFACE MOTION
 TD0323
 TD0323  HISTORY     - Date     Condition        Report By
 TD0323  HISTORY     - 1935     MONUMENTED       CGS
 TD0323
 TD0323                          STATION DESCRIPTION
 TD0323
 TD0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0323'7.0 MI E FROM HAMILTON.
 TD0323'7.0 MILES EAST ALONG STATE HIGHWAY 5 FROM THE CROSSING OF THE GREAT
 TD0323'NORTHERN RAILWAY AT HAMILTON, PEMBINA COUNTY, AT THE SOUTHEAST CORNER
 TD0323'OF SECTION 36, T. 162 N., R. 52 W., AT A ROAD INTERSECTION, 55 FEET
 TD0323'WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 45 FEET NORTH OF
 TD0323'THE CENTER LINE OF THE HIGHWAY, AND 6.5 FEET WEST OF THE SOUTHEAST
 TD0323'CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED B 181 1935 AND SET
 TD0323'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0647 ***********************************************************************
 TD0647  DESIGNATION -  B 182
 TD0647  PID         -  TD0647
 TD0647  STATE/COUNTY-  ND/PEMBINA
 TD0647  USGS QUAD   -  HANKS CORNER (1964)
 TD0647
 TD0647                         *CURRENT SURVEY CONTROL
 TD0647  ___________________________________________________________________
 TD0647* NAD 83(1986)-  48 47 24.     (N)    097 55 39.     (W)     SCALED    
 TD0647* NAVD 88     -       370.793  (meters)    1216.51   (feet)  ADJUSTED  
 TD0647  ___________________________________________________________________
 TD0647  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 TD0647  DYNAMIC HT  -         370.889 (meters)    1216.83  (feet)  COMP
 TD0647  MODELED GRAV-     980,860.1   (mgal)                       NAVD 88
 TD0647
 TD0647  VERT ORDER  -  SECOND    CLASS 0
 TD0647
 TD0647.The horizontal coordinates were scaled from a topographic map and have
 TD0647.an estimated accuracy of +/- 6 seconds.
 TD0647
 TD0647.The orthometric height was determined by differential leveling
 TD0647.and adjusted by the National Geodetic Survey in June 1991..
 TD0647
 TD0647.The geoid height was determined by GEOID03.
 TD0647
 TD0647.The dynamic height is computed by dividing the NAVD 88
 TD0647.geopotential number by the normal gravity value computed on the
 TD0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0647.degrees latitude (g = 980.6199 gals.).
 TD0647
 TD0647.The modeled gravity was interpolated from observed gravity values.
 TD0647
 TD0647;                    North         East    Units  Estimated Accuracy
 TD0647;SPC ND N     -   202,180.      788,990.      MT  (+/- 180 meters Scaled)
 TD0647
 TD0647                          SUPERSEDED SURVEY CONTROL
 TD0647
 TD0647  NGVD 29 (??/??/92)  370.392  (m)         1215.19   (f) ADJ UNCH    2 0
 TD0647
 TD0647.Superseded values are not recommended for survey control.
 TD0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0647.See file dsdata.txt to determine how the superseded data were derived.
 TD0647
 TD0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV787046(NAD 83)
 TD0647_MARKER: DB = BENCH MARK DISK
 TD0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0647_STAMPING: B-182 1935
 TD0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0647+STABILITY: SURFACE MOTION
 TD0647
 TD0647  HISTORY     - Date     Condition        Report By
 TD0647  HISTORY     - 1935     MONUMENTED       CGS
 TD0647
 TD0647                          STATION DESCRIPTION
 TD0647
 TD0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0647'9.2 MI S FROM WALHALLA.
 TD0647'9.2 MILES SOUTH ALONG STATE HWY 32 FROM INTERSECTION IN WALHALLA OF
 TD0647'STATE HWY 32 AND ROAD LEADING WEST TO VANG, CAVALIER CO.  N. E. CORNER
 TD0647'OF SEC. 7, T 161 N, R R 56 W.  41.5 FEET WEST OF CENTERLINE OF
 TD0647'NORTH-SOUTH ROAD.  26.8 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD. 4
 TD0647'FEET SOUTH OF POWER POLE.  2.8 FEET SOUTHWEST OF NORTHEAST CORNER OF
 TD0647'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0648 ***********************************************************************
 TD0648  DESIGNATION -  B 182 RESET
 TD0648  PID         -  TD0648
 TD0648  STATE/COUNTY-  ND/PEMBINA
 TD0648  USGS QUAD   -  HANKS CORNER (1964)
 TD0648
 TD0648                         *CURRENT SURVEY CONTROL
 TD0648  ___________________________________________________________________
 TD0648* NAD 83(1986)-  48 47 24.     (N)    097 55 39.     (W)     SCALED    
 TD0648* NAVD 88     -       369.79   (+/-2cm)    1213.2    (feet)  VERTCON   
 TD0648  ___________________________________________________________________
 TD0648  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 TD0648
 TD0648  VERT ORDER  -  THIRD (See Below)
 TD0648
 TD0648.The horizontal coordinates were scaled from a topographic map and have
 TD0648.an estimated accuracy of +/- 6 seconds.
 TD0648
 TD0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0648.The vertical order pertains to the NGVD 29 superseded value.
 TD0648
 TD0648.The geoid height was determined by GEOID03.
 TD0648
 TD0648;                    North         East    Units  Estimated Accuracy
 TD0648;SPC ND N     -   202,180.      788,990.      MT  (+/- 180 meters Scaled)
 TD0648
 TD0648                          SUPERSEDED SURVEY CONTROL
 TD0648
 TD0648  NGVD 29 (11/04/04)  369.40   (m)         1211.9    (f) RESET       3  
 TD0648
 TD0648.Superseded values are not recommended for survey control.
 TD0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0648.See file dsdata.txt to determine how the superseded data were derived.
 TD0648
 TD0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV787046(NAD 83)
 TD0648_MARKER: DB = BENCH MARK DISK
 TD0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0648_STAMPING: B 182 RESET 1956
 TD0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0648+STABILITY: SURFACE MOTION
 TD0648
 TD0648  HISTORY     - Date     Condition        Report By
 TD0648  HISTORY     - 1956     MONUMENTED       CGS
 TD0648
 TD0648                          STATION DESCRIPTION
 TD0648
 TD0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TD0648'9.2 MI S FROM WALHALLA.
 TD0648'9.2 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION WITH THE VANG
 TD0648'ROAD AT WALHALLA, PEMBINA COUNTY, IN THE NORTHWEST ANGLE OF A ROAD
 TD0648'INTERSECTION.  100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 TD0648'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 2 FEET EAST OF A
 TD0648'POWER LINE POLE WITH BRACE WIRE.  A STANDARD DISK STAMPED B 182 RESET
 TD0648'1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0634 ***********************************************************************
 TD0634  DESIGNATION -  B 183
 TD0634  PID         -  TD0634
 TD0634  STATE/COUNTY-  ND/PEMBINA
 TD0634  USGS QUAD   -  CAVALIER NW (1964)
 TD0634
 TD0634                         *CURRENT SURVEY CONTROL
 TD0634  ___________________________________________________________________
 TD0634* NAD 83(1986)-  48 59 30.     (N)    097 39 39.     (W)     SCALED    
 TD0634* NAVD 88     -       260.385  (meters)     854.28   (feet)  ADJUSTED  
 TD0634  ___________________________________________________________________
 TD0634  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD0634  DYNAMIC HT  -         260.466 (meters)     854.55  (feet)  COMP
 TD0634  MODELED GRAV-     980,913.2   (mgal)                       NAVD 88
 TD0634
 TD0634  VERT ORDER  -  SECOND    CLASS 0
 TD0634
 TD0634.The horizontal coordinates were scaled from a topographic map and have
 TD0634.an estimated accuracy of +/- 6 seconds.
 TD0634
 TD0634.The orthometric height was determined by differential leveling
 TD0634.and adjusted by the National Geodetic Survey in June 1991..
 TD0634
 TD0634.The geoid height was determined by GEOID03.
 TD0634
 TD0634.The dynamic height is computed by dividing the NAVD 88
 TD0634.geopotential number by the normal gravity value computed on the
 TD0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0634.degrees latitude (g = 980.6199 gals.).
 TD0634
 TD0634.The modeled gravity was interpolated from observed gravity values.
 TD0634
 TD0634;                    North         East    Units  Estimated Accuracy
 TD0634;SPC ND N     -   225,280.      807,750.      MT  (+/- 180 meters Scaled)
 TD0634
 TD0634                          SUPERSEDED SURVEY CONTROL
 TD0634
 TD0634  NGVD 29 (??/??/92)  260.000  (m)          853.02   (f) ADJ UNCH    2 0
 TD0634
 TD0634.Superseded values are not recommended for survey control.
 TD0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0634.See file dsdata.txt to determine how the superseded data were derived.
 TD0634
 TD0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV979273(NAD 83)
 TD0634_MARKER: DB = BENCH MARK DISK
 TD0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0634_STAMPING: B 183 1935
 TD0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0634+STABILITY: SURFACE MOTION
 TD0634
 TD0634  HISTORY     - Date     Condition        Report By
 TD0634  HISTORY     - 1935     MONUMENTED       CGS
 TD0634  HISTORY     - 1964     GOOD             NGS
 TD0634
 TD0634                          STATION DESCRIPTION
 TD0634
 TD0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0634'1.5 MI N FROM NECHE.
 TD0634'1.5 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE GREAT NORTHERN RAILWAY
 TD0634'STATION AT NECHE, PEMBINA COUNTY, 4.8 MILES WEST ALONG A BOUNDARY-LINE
 TD0634'ROAD, AND 0.5 MILE SOUTH ALONG A QUARTER-S SECTION ROAD, AT THE
 TD0634'NORTHWEST CORNER OF THE NE 1/4 OF NW 1/4 OF SECTION 32, T. 164 N., R.
 TD0634'54 W., AT A ROAD CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE
 TD0634'EAST-AND-WEST ROAD, 16.5 FEET SOUTH OF THE CENTERLINE OF THE
 TD0634'NORTH-AND-SOUTH ROAD, AND 4.5 FEET SOUTH OF THE NORTHWEST FENCE
 TD0634'CORNER.  A STANDARD DISK, STAMPED B 183 1935 AND SET IN THE TOP OF A
 TD0634'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0617 ***********************************************************************
 TD0617  DESIGNATION -  B 184
 TD0617  PID         -  TD0617
 TD0617  STATE/COUNTY-  ND/PEMBINA
 TD0617  USGS QUAD   -  MOUNTAIN (1964)
 TD0617
 TD0617                         *CURRENT SURVEY CONTROL
 TD0617  ___________________________________________________________________
 TD0617* NAD 83(1986)-  48 41 17.     (N)    097 49 05.     (W)     SCALED    
 TD0617* NAVD 88     -       302.380  (meters)     992.06   (feet)  ADJUSTED  
 TD0617  ___________________________________________________________________
 TD0617  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 TD0617  DYNAMIC HT  -         302.453 (meters)     992.30  (feet)  COMP
 TD0617  MODELED GRAV-     980,846.2   (mgal)                       NAVD 88
 TD0617
 TD0617  VERT ORDER  -  SECOND    CLASS 0
 TD0617
 TD0617.The horizontal coordinates were scaled from a topographic map and have
 TD0617.an estimated accuracy of +/- 6 seconds.
 TD0617
 TD0617.The orthometric height was determined by differential leveling
 TD0617.and adjusted by the National Geodetic Survey in June 1991..
 TD0617
 TD0617.The geoid height was determined by GEOID03.
 TD0617
 TD0617.The dynamic height is computed by dividing the NAVD 88
 TD0617.geopotential number by the normal gravity value computed on the
 TD0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0617.degrees latitude (g = 980.6199 gals.).
 TD0617
 TD0617.The modeled gravity was interpolated from observed gravity values.
 TD0617
 TD0617;                    North         East    Units  Estimated Accuracy
 TD0617;SPC ND N     -   191,130.      797,420.      MT  (+/- 180 meters Scaled)
 TD0617
 TD0617                          SUPERSEDED SURVEY CONTROL
 TD0617
 TD0617  NGVD 29 (??/??/92)  301.991  (m)          990.78   (f) ADJ UNCH    2 0
 TD0617
 TD0617.Superseded values are not recommended for survey control.
 TD0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0617.See file dsdata.txt to determine how the superseded data were derived.
 TD0617
 TD0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU869934(NAD 83)
 TD0617_MARKER: DB = BENCH MARK DISK
 TD0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0617_STAMPING: B-184 1935
 TD0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0617+STABILITY: SURFACE MOTION
 TD0617
 TD0617  HISTORY     - Date     Condition        Report By
 TD0617  HISTORY     - 1935     MONUMENTED       CGS
 TD0617  HISTORY     - 1964     POOR             USGS
 TD0617
 TD0617                          STATION DESCRIPTION
 TD0617
 TD0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0617'7.0 MI W FROM HENSEL.
 TD0617'7.0 MILES WEST OF HENSEL STATE BANK BLDG AT HENSEL ALONG SECTION ROAD.
 TD0617'S. W. CORNER SEC. 12, T 160 N, R 56 W.  44.5 FEET NORTH OF CENTERLINE
 TD0617'OF EAST-WEST ROAD.  32.5 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.
 TD0617'7.4 FEET EAST OF SOUTHWEST CORNER OF FENCE. TABLET SET IN PRECAST
 TD0617'CONCRETE POST.  NOTE-- BM EXTENDING WAY ABOVE GROUND BECAUSE OF
 TD0617'RE-GRADING, TOP LOOSE.
 TD0617
 TD0617                          STATION RECOVERY (1964)
 TD0617
 TD0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TD0617'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0108 ***********************************************************************
 TE0108  DESIGNATION -  B 185
 TE0108  PID         -  TE0108
 TE0108  STATE/COUNTY-  ND/CAVALIER
 TE0108  USGS QUAD   -  OLGA SW (1969)
 TE0108
 TE0108                         *CURRENT SURVEY CONTROL
 TE0108  ___________________________________________________________________
 TE0108* NAD 83(1986)-  48 45 41.     (N)    098 14 00.     (W)     SCALED    
 TE0108* NAVD 88     -       493.059  (meters)    1617.64   (feet)  ADJUSTED  
 TE0108  ___________________________________________________________________
 TE0108  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 TE0108  DYNAMIC HT  -         493.169 (meters)    1618.01  (feet)  COMP
 TE0108  MODELED GRAV-     980,818.4   (mgal)                       NAVD 88
 TE0108
 TE0108  VERT ORDER  -  SECOND    CLASS 0
 TE0108
 TE0108.The horizontal coordinates were scaled from a topographic map and have
 TE0108.an estimated accuracy of +/- 6 seconds.
 TE0108
 TE0108.The orthometric height was determined by differential leveling
 TE0108.and adjusted by the National Geodetic Survey in June 1991..
 TE0108
 TE0108.The geoid height was determined by GEOID03.
 TE0108
 TE0108.The dynamic height is computed by dividing the NAVD 88
 TE0108.geopotential number by the normal gravity value computed on the
 TE0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0108.degrees latitude (g = 980.6199 gals.).
 TE0108
 TE0108.The modeled gravity was interpolated from observed gravity values.
 TE0108
 TE0108;                    North         East    Units  Estimated Accuracy
 TE0108;SPC ND N     -   198,290.      766,620.      MT  (+/- 180 meters Scaled)
 TE0108
 TE0108                          SUPERSEDED SURVEY CONTROL
 TE0108
 TE0108  NGVD 29 (??/??/92)  492.643  (m)         1616.28   (f) ADJ UNCH    2 0
 TE0108
 TE0108.Superseded values are not recommended for survey control.
 TE0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0108.See file dsdata.txt to determine how the superseded data were derived.
 TE0108
 TE0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV563012(NAD 83)
 TE0108_MARKER: DB = BENCH MARK DISK
 TE0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0108_STAMPING: B-185 1935
 TE0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0108+STABILITY: SURFACE MOTION
 TE0108
 TE0108  HISTORY     - Date     Condition        Report By
 TE0108  HISTORY     - 1935     MONUMENTED       CGS
 TE0108
 TE0108                          STATION DESCRIPTION
 TE0108
 TE0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0108'6.1 MI E FROM LANGDON.
 TE0108'6.1 MILES EAST OF COURT HOUSE ALONG STATE HWY 5.  S.W. CORNER SEC. 13,
 TE0108'T 161 N, R 59 W.  200 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD. 170
 TE0108'FEET EAST OF SOUTHWEST CORNER OF FENCE.  36.7 FEET NORTH OF CENTERLINE
 TE0108'OF EAST-WEST ROAD.  1.8 FT. NORTH OF FENCE LINE. TABLET SET IN PRECAST
 TE0108'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0109 ***********************************************************************
 TE0109  DESIGNATION -  B 185 RESET
 TE0109  PID         -  TE0109
 TE0109  STATE/COUNTY-  ND/CAVALIER
 TE0109  USGS QUAD   -  OLGA SW (1969)
 TE0109
 TE0109                         *CURRENT SURVEY CONTROL
 TE0109  ___________________________________________________________________
 TE0109* NAD 83(1986)-  48 45 41.     (N)    098 14 00.     (W)     SCALED    
 TE0109* NAVD 88     -       492.612  (meters)    1616.18   (feet)  ADJUSTED  
 TE0109  ___________________________________________________________________
 TE0109  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 TE0109  DYNAMIC HT  -         492.722 (meters)    1616.54  (feet)  COMP
 TE0109  MODELED GRAV-     980,818.4   (mgal)                       NAVD 88
 TE0109
 TE0109  VERT ORDER  -  SECOND    CLASS 0
 TE0109
 TE0109.The horizontal coordinates were scaled from a topographic map and have
 TE0109.an estimated accuracy of +/- 6 seconds.
 TE0109
 TE0109.The orthometric height was determined by differential leveling
 TE0109.and adjusted by the National Geodetic Survey in June 1991..
 TE0109
 TE0109.The geoid height was determined by GEOID03.
 TE0109
 TE0109.The dynamic height is computed by dividing the NAVD 88
 TE0109.geopotential number by the normal gravity value computed on the
 TE0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0109.degrees latitude (g = 980.6199 gals.).
 TE0109
 TE0109.The modeled gravity was interpolated from observed gravity values.
 TE0109
 TE0109;                    North         East    Units  Estimated Accuracy
 TE0109;SPC ND N     -   198,290.      766,620.      MT  (+/- 180 meters Scaled)
 TE0109
 TE0109                          SUPERSEDED SURVEY CONTROL
 TE0109
 TE0109  NGVD 29 (??/??/92)  492.239  (m)         1614.95   (f) ADJ UNCH    2 0
 TE0109
 TE0109.Superseded values are not recommended for survey control.
 TE0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0109.See file dsdata.txt to determine how the superseded data were derived.
 TE0109
 TE0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV563012(NAD 83)
 TE0109_MARKER: DB = BENCH MARK DISK
 TE0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0109_STAMPING: B 185 RESET 1939
 TE0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0109+STABILITY: SURFACE MOTION
 TE0109
 TE0109  HISTORY     - Date     Condition        Report By
 TE0109  HISTORY     - 1939     MONUMENTED       CGS
 TE0109  HISTORY     - 1964     GOOD             NGS
 TE0109  HISTORY     - 1973     GOOD             NGS
 TE0109
 TE0109                          STATION DESCRIPTION
 TE0109
 TE0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0109'6.1 MI E FROM LANGDON.
 TE0109'ABOUT 6.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0109'LANGDON, AT A ROAD INTERSECTION, IN SECTION 13, R 59 W, T 161 N, 88.6
 TE0109'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 1/2 FEET EAST OF THE
 TE0109'CENTER LINE OF THE ROAD, 99 FEET NORTHEAST OF THE APPROXIMATE CENTER
 TE0109'OF THE INTERSECTION, 3.3 FEET WEST OF A POWER LINE POLE GUY WIRE BASE,
 TE0109'15 1/2 FEET SOUTHWEST OF A POWER LINE POLE, 1.7 FEET SOUTH OF A METAL
 TE0109'WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 TE0109'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 TE0109'GROUND.
 TE0109
 TE0109                          STATION RECOVERY (1973)
 TE0109
 TE0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0643 ***********************************************************************
 TD0643  DESIGNATION -  B 186
 TD0643  PID         -  TD0643
 TD0643  STATE/COUNTY-  ND/PEMBINA
 TD0643  USGS QUAD   -  WALHALLA (1979)
 TD0643
 TD0643                         *CURRENT SURVEY CONTROL
 TD0643  ___________________________________________________________________
 TD0643* NAD 83(1986)-  48 52 35.     (N)    097 55 40.     (W)     SCALED    
 TD0643* NAVD 88     -       366.014  (meters)    1200.83   (feet)  ADJUSTED  
 TD0643  ___________________________________________________________________
 TD0643  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 TD0643  DYNAMIC HT  -         366.110 (meters)    1201.15  (feet)  COMP
 TD0643  MODELED GRAV-     980,861.0   (mgal)                       NAVD 88
 TD0643
 TD0643  VERT ORDER  -  SECOND    CLASS 0
 TD0643
 TD0643.The horizontal coordinates were scaled from a topographic map and have
 TD0643.an estimated accuracy of +/- 6 seconds.
 TD0643
 TD0643.The orthometric height was determined by differential leveling
 TD0643.and adjusted by the National Geodetic Survey in June 1991..
 TD0643
 TD0643.The geoid height was determined by GEOID03.
 TD0643
 TD0643.The dynamic height is computed by dividing the NAVD 88
 TD0643.geopotential number by the normal gravity value computed on the
 TD0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0643.degrees latitude (g = 980.6199 gals.).
 TD0643
 TD0643.The modeled gravity was interpolated from observed gravity values.
 TD0643
 TD0643;                    North         East    Units  Estimated Accuracy
 TD0643;SPC ND N     -   211,780.      788,650.      MT  (+/- 180 meters Scaled)
 TD0643
 TD0643                          SUPERSEDED SURVEY CONTROL
 TD0643
 TD0643  NGVD 29 (??/??/92)  365.615  (m)         1199.52   (f) ADJ UNCH    2 0
 TD0643
 TD0643.Superseded values are not recommended for survey control.
 TD0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0643.See file dsdata.txt to determine how the superseded data were derived.
 TD0643
 TD0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV786142(NAD 83)
 TD0643_MARKER: DB = BENCH MARK DISK
 TD0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0643_STAMPING: B-186 1935
 TD0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0643+STABILITY: SURFACE MOTION
 TD0643
 TD0643  HISTORY     - Date     Condition        Report By
 TD0643  HISTORY     - 1935     MONUMENTED       CGS
 TD0643  HISTORY     - 1935     GOOD             NGS
 TD0643
 TD0643                          STATION DESCRIPTION
 TD0643
 TD0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0643'3.2 MI S FROM WALHALLA.
 TD0643'3.2 MILES SOUTH ALONG STATE HWY 32 FROM INTERSECTION OF STATE HWY 32
 TD0643'AND ROAD LEADING WEST TO VANG, CAVALIER CO., IN WALHALLA.  AT N.E.
 TD0643'CORNER OF SEC. 7, T 162 N, R 56 W.  41.5 FEET WEST OF CENTERLINE OF
 TD0643'NORTH-SOUTH ROAD.  32 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD. 4.6
 TD0643'FEET SOUTH OF POWER POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0644 ***********************************************************************
 TD0644  DESIGNATION -  B 186 RESET
 TD0644  PID         -  TD0644
 TD0644  STATE/COUNTY-  ND/PEMBINA
 TD0644  USGS QUAD   -  WALHALLA (1979)
 TD0644
 TD0644                         *CURRENT SURVEY CONTROL
 TD0644  ___________________________________________________________________
 TD0644* NAD 83(1986)-  48 52 36.     (N)    097 55 41.     (W)     SCALED    
 TD0644* NAVD 88     -       365.12   (+/-2cm)    1197.9    (feet)  VERTCON   
 TD0644  ___________________________________________________________________
 TD0644  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD0644
 TD0644  VERT ORDER  -  THIRD (See Below)
 TD0644
 TD0644.The horizontal coordinates were scaled from a topographic map and have
 TD0644.an estimated accuracy of +/- 6 seconds.
 TD0644
 TD0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0644.The vertical order pertains to the NGVD 29 superseded value.
 TD0644
 TD0644.The geoid height was determined by GEOID03.
 TD0644
 TD0644;                    North         East    Units  Estimated Accuracy
 TD0644;SPC ND N     -   211,810.      788,630.      MT  (+/- 180 meters Scaled)
 TD0644
 TD0644                          SUPERSEDED SURVEY CONTROL
 TD0644
 TD0644  NGVD 29 (11/04/04)  364.73   (m)         1196.6    (f) RESET       3  
 TD0644
 TD0644.Superseded values are not recommended for survey control.
 TD0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0644.See file dsdata.txt to determine how the superseded data were derived.
 TD0644
 TD0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV785142(NAD 83)
 TD0644_MARKER: DB = BENCH MARK DISK
 TD0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0644_STAMPING: B 186 RESET 1956
 TD0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0644+STABILITY: SURFACE MOTION
 TD0644
 TD0644  HISTORY     - Date     Condition        Report By
 TD0644  HISTORY     - 1956     MONUMENTED       CGS
 TD0644  HISTORY     - 1983     GOOD             USPSQD
 TD0644
 TD0644                          STATION DESCRIPTION
 TD0644
 TD0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TD0644'3.2 MI S FROM WALHALLA.
 TD0644'3.2 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF THE VANG
 TD0644'ROAD AT WALHALLA, PEMBINA COUNTY, IN THE NORTHWEST ANGLE OF A ROAD
 TD0644'INTERSECTION.  125 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 53 FEET
 TD0644'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 2 FEET SOUTH OF A
 TD0644'POWER LINE POLE WITH BRACE WIRES.  A STANDARD DISK, STAMPED B 186
 TD0644'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TD0644
 TD0644                          STATION RECOVERY (1983)
 TD0644
 TD0644'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0193 ***********************************************************************
 TE0193  DESIGNATION -  B 187
 TE0193  PID         -  TE0193
 TE0193  STATE/COUNTY-  ND/CAVALIER
 TE0193  USGS QUAD   -  
 TE0193
 TE0193                         *CURRENT SURVEY CONTROL
 TE0193  ___________________________________________________________________
 TE0193* NAD 83(1986)-  49 00 01.     (N)    098 19 10.     (W)     SCALED    
 TE0193* NAVD 88     -       474.323  (meters)    1556.17   (feet)  ADJUSTED  
 TE0193  ___________________________________________________________________
 TE0193  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0193  DYNAMIC HT  -         474.448 (meters)    1556.58  (feet)  COMP
 TE0193  MODELED GRAV-     980,856.6   (mgal)                       NAVD 88
 TE0193
 TE0193  VERT ORDER  -  SECOND    CLASS 0
 TE0193
 TE0193.The horizontal coordinates were scaled from a topographic map and have
 TE0193.an estimated accuracy of +/- 6 seconds.
 TE0193
 TE0193.The orthometric height was determined by differential leveling
 TE0193.and adjusted by the National Geodetic Survey in June 1991..
 TE0193
 TE0193.The geoid height was determined by GEOID03.
 TE0193
 TE0193.The dynamic height is computed by dividing the NAVD 88
 TE0193.geopotential number by the normal gravity value computed on the
 TE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0193.degrees latitude (g = 980.6199 gals.).
 TE0193
 TE0193.The modeled gravity was interpolated from observed gravity values.
 TE0193
 TE0193;                    North         East    Units  Estimated Accuracy
 TE0193;SPC ND N     -   224,670.      759,540.      MT  (+/- 180 meters Scaled)
 TE0193
 TE0193                          SUPERSEDED SURVEY CONTROL
 TE0193
 TE0193  NGVD 29 (??/??/92)  473.955  (m)         1554.97   (f) ADJ UNCH    2 0
 TE0193
 TE0193.Superseded values are not recommended for survey control.
 TE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0193.See file dsdata.txt to determine how the superseded data were derived.
 TE0193
 TE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV497277(NAD 83)
 TE0193_MARKER: DB = BENCH MARK DISK
 TE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0193_STAMPING: B 187 1935
 TE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0193+STABILITY: SURFACE MOTION
 TE0193
 TE0193  HISTORY     - Date     Condition        Report By
 TE0193  HISTORY     - 1935     MONUMENTED       CGS
 TE0193  HISTORY     - 1964     GOOD             NGS
 TE0193
 TE0193                          STATION DESCRIPTION
 TE0193
 TE0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0193'3.05 MI E FROM MAIDA.
 TE0193'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0193'MAIDA, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TE0193'NORTH ALONG A FENCE LINE, THENCE 0.15 MILE (250 YARDS) EAST ALONG THE
 TE0193'US*CANADIAN BORDER, IN SECTION 29, R 59 W, T 164 N, 2.2 FEET WEST OF
 TE0193'INTERNATIONAL BOUNDARY MARKER NO. 782, SET IN THE TOP OF A CONCRETE
 TE0193'POST 1 INCH UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0991 ***********************************************************************
 TE0991  DESIGNATION -  B 188
 TE0991  PID         -  TE0991
 TE0991  STATE/COUNTY-  ND/CAVALIER
 TE0991  USGS QUAD   -  SARLES (1970)
 TE0991
 TE0991                         *CURRENT SURVEY CONTROL
 TE0991  ___________________________________________________________________
 TE0991* NAD 83(1986)-  48 59 36.     (N)    098 58 46.     (W)     SCALED    
 TE0991* NAVD 88     -       473.112  (meters)    1552.20   (feet)  ADJUSTED  
 TE0991  ___________________________________________________________________
 TE0991  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 TE0991  DYNAMIC HT  -         473.233 (meters)    1552.60  (feet)  COMP
 TE0991  MODELED GRAV-     980,849.5   (mgal)                       NAVD 88
 TE0991
 TE0991  VERT ORDER  -  SECOND    CLASS 0
 TE0991
 TE0991.The horizontal coordinates were scaled from a topographic map and have
 TE0991.an estimated accuracy of +/- 6 seconds.
 TE0991
 TE0991.The orthometric height was determined by differential leveling
 TE0991.and adjusted by the National Geodetic Survey in June 1991..
 TE0991
 TE0991.The geoid height was determined by GEOID03.
 TE0991
 TE0991.The dynamic height is computed by dividing the NAVD 88
 TE0991.geopotential number by the normal gravity value computed on the
 TE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0991.degrees latitude (g = 980.6199 gals.).
 TE0991
 TE0991.The modeled gravity was interpolated from observed gravity values.
 TE0991
 TE0991;                    North         East    Units  Estimated Accuracy
 TE0991;SPC ND N     -   222,740.      711,280.      MT  (+/- 180 meters Scaled)
 TE0991
 TE0991                          SUPERSEDED SURVEY CONTROL
 TE0991
 TE0991  NGVD 29 (??/??/92)  472.710  (m)         1550.88   (f) ADJ UNCH    2 0
 TE0991
 TE0991.Superseded values are not recommended for survey control.
 TE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0991.See file dsdata.txt to determine how the superseded data were derived.
 TE0991
 TE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV015267(NAD 83)
 TE0991_MARKER: DB = BENCH MARK DISK
 TE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0991_STAMPING: B 188 1935
 TE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0991+STABILITY: SURFACE MOTION
 TE0991
 TE0991  HISTORY     - Date     Condition        Report By
 TE0991  HISTORY     - 1935     MONUMENTED       CGS
 TE0991
 TE0991                          STATION DESCRIPTION
 TE0991
 TE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0991'3.0 MI N FROM SARLES.
 TE0991'3.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TE0991'RAILWAY STATION AT SARLES, CAVALIER COUNTY, 1.0 MILE EAST ALONG A
 TE0991'SECTION-LINE ROAD, AT THE SOUTHEAST CORNER OF SECTION 30, T. 164 N.,
 TE0991'R. 64 W., 215 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRANK
 TE0991'CURTIC FARMHOUSE, AT A ROAD CROSSING, 35 FEET WEST OF THE CENTERLINE
 TE0991'OF THE NORTH-AND-SOUTH ROAD, 33.5 FEET NORTH OF THE CENTERLINE OF AN
 TE0991'EAST-AND-WEST ROAD, AND 3.2 FEET NORTHWEST OF THE SOUTHEAST FENCE
 TE0991'CORNER.  A STANDARD DISK, STAMPED B 188 1935 AND SET IN THE TOP OF A
 TE0991'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0033 ***********************************************************************
 TE0033  DESIGNATION -  B 189
 TE0033  PID         -  TE0033
 TE0033  STATE/COUNTY-  ND/CAVALIER
 TE0033  USGS QUAD   -  OLGA NW (1969)
 TE0033
 TE0033                         *CURRENT SURVEY CONTROL
 TE0033  ___________________________________________________________________
 TE0033* NAD 83(1986)-  48 54 19.     (N)    098 10 05.     (W)     SCALED    
 TE0033* NAVD 88     -       472.815  (meters)    1551.23   (feet)  ADJUSTED  
 TE0033  ___________________________________________________________________
 TE0033  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 TE0033  DYNAMIC HT  -         472.930 (meters)    1551.60  (feet)  COMP
 TE0033  MODELED GRAV-     980,837.6   (mgal)                       NAVD 88
 TE0033
 TE0033  VERT ORDER  -  SECOND    CLASS 0
 TE0033
 TE0033.The horizontal coordinates were scaled from a topographic map and have
 TE0033.an estimated accuracy of +/- 6 seconds.
 TE0033
 TE0033.The orthometric height was determined by differential leveling
 TE0033.and adjusted by the National Geodetic Survey in June 1991..
 TE0033
 TE0033.The geoid height was determined by GEOID03.
 TE0033
 TE0033.The dynamic height is computed by dividing the NAVD 88
 TE0033.geopotential number by the normal gravity value computed on the
 TE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0033.degrees latitude (g = 980.6199 gals.).
 TE0033
 TE0033.The modeled gravity was interpolated from observed gravity values.
 TE0033
 TE0033;                    North         East    Units  Estimated Accuracy
 TE0033;SPC ND N     -   214,430.      770,940.      MT  (+/- 180 meters Scaled)
 TE0033
 TE0033                          SUPERSEDED SURVEY CONTROL
 TE0033
 TE0033  NGVD 29 (??/??/92)  472.423  (m)         1549.94   (f) ADJ UNCH    2 0
 TE0033
 TE0033.Superseded values are not recommended for survey control.
 TE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0033.See file dsdata.txt to determine how the superseded data were derived.
 TE0033
 TE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV609172(NAD 83)
 TE0033_MARKER: DB = BENCH MARK DISK
 TE0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0033_STAMPING: B 189 1935
 TE0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0033+STABILITY: SURFACE MOTION
 TE0033
 TE0033  HISTORY     - Date     Condition        Report By
 TE0033  HISTORY     - 1935     MONUMENTED       CGS
 TE0033  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0033
 TE0033                          STATION DESCRIPTION
 TE0033
 TE0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0033'2.1 MI W FROM VANG.
 TE0033'2.1 MILES WEST ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL AT
 TE0033'VANG, CAVALIER COUNTY, AT THE NORTHWEST CORNER OF SECTION 33, T. 163
 TE0033'N., R. 58 W., AT A ROAD INTERSECTION, 40 FEET SOUTH OF THE CENTERLINE
 TE0033'OF THE EAST-AND-WEST ROAD, 38 FEET EAST OF THE CENTERLINE OF THE
 TE0033'NORTH-AND-SOUTH ROAD, AND 7.8 FEET SOUTHEAST OF THE NORTHWEST OF THE
 TE0033'NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED B 189 1935 AND
 TE0033'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1031 ***********************************************************************
 TE1031  DESIGNATION -  B 190
 TE1031  PID         -  TE1031
 TE1031  STATE/COUNTY-  ND/CAVALIER
 TE1031  USGS QUAD   -  WALES (1970)
 TE1031
 TE1031                         *CURRENT SURVEY CONTROL
 TE1031  ___________________________________________________________________
 TE1031* NAD 83(1986)-  48 58 41.     (N)    098 36 23.     (W)     SCALED    
 TE1031* NAVD 88     -       471.633  (meters)    1547.35   (feet)  ADJUSTED  
 TE1031  ___________________________________________________________________
 TE1031  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE1031  DYNAMIC HT  -         471.751 (meters)    1547.74  (feet)  COMP
 TE1031  MODELED GRAV-     980,845.3   (mgal)                       NAVD 88
 TE1031
 TE1031  VERT ORDER  -  SECOND    CLASS 0
 TE1031
 TE1031.The horizontal coordinates were scaled from a topographic map and have
 TE1031.an estimated accuracy of +/- 6 seconds.
 TE1031
 TE1031.The orthometric height was determined by differential leveling
 TE1031.and adjusted by the National Geodetic Survey in June 1991..
 TE1031
 TE1031.The geoid height was determined by GEOID03.
 TE1031
 TE1031.The dynamic height is computed by dividing the NAVD 88
 TE1031.geopotential number by the normal gravity value computed on the
 TE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1031.degrees latitude (g = 980.6199 gals.).
 TE1031
 TE1031.The modeled gravity was interpolated from observed gravity values.
 TE1031
 TE1031;                    North         East    Units  Estimated Accuracy
 TE1031;SPC ND N     -   221,640.      738,610.      MT  (+/- 180 meters Scaled)
 TE1031
 TE1031                          SUPERSEDED SURVEY CONTROL
 TE1031
 TE1031  NGVD 29 (??/??/92)  471.31   (m)         1546.3    (f) COMPUTED    2 0
 TE1031
 TE1031.Superseded values are not recommended for survey control.
 TE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1031.See file dsdata.txt to determine how the superseded data were derived.
 TE1031
 TE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV288250(NAD 83)
 TE1031_MARKER: DB = BENCH MARK DISK
 TE1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1031_STAMPING: B 190 1935
 TE1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1031+STABILITY: SURFACE MOTION
 TE1031
 TE1031  HISTORY     - Date     Condition        Report By
 TE1031  HISTORY     - 1935     MONUMENTED       CGS
 TE1031  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE1031
 TE1031                          STATION DESCRIPTION
 TE1031
 TE1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1031'6.3 MI N FROM WALES.
 TE1031'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE1031'WALES, CAVALIER COUNTY, 6.0 MILES NORTH ALONG ANOTHER SECTION-LINE
 TE1031'ROAD.  AT THE NORTHWEST CORNER OF SECTION 6, T. 163 N., R. 61 W., AT A
 TE1031'ROAD INTERSECTION, 27 FEET EAST OF THE CENTERLINE OF THE
 TE1031'NORTH-AND-SOUTH ROAD, AND 21 FEET SOUTH OF THE CENTERLINE OF THE
 TE1031'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED B 190 1935 AND SET IN
 TE1031'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1276 ***********************************************************************
 TE1276  DESIGNATION -  B 191
 TE1276  PID         -  TE1276
 TE1276  STATE/COUNTY-  ND/BENSON
 TE1276  USGS QUAD   -  COMSTOCK (1957)
 TE1276
 TE1276                         *CURRENT SURVEY CONTROL
 TE1276  ___________________________________________________________________
 TE1276* NAD 83(1986)-  48 10 51.     (N)    099 23 58.     (W)     SCALED    
 TE1276* NAVD 88     -       515.155  (meters)    1690.14   (feet)  ADJUSTED  
 TE1276  ___________________________________________________________________
 TE1276  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 TE1276  DYNAMIC HT  -         515.239 (meters)    1690.41  (feet)  COMP
 TE1276  MODELED GRAV-     980,757.5   (mgal)                       NAVD 88
 TE1276
 TE1276  VERT ORDER  -  SECOND    CLASS 0
 TE1276
 TE1276.The horizontal coordinates were scaled from a topographic map and have
 TE1276.an estimated accuracy of +/- 6 seconds.
 TE1276
 TE1276.The orthometric height was determined by differential leveling
 TE1276.and adjusted by the National Geodetic Survey in June 1991..
 TE1276
 TE1276.The geoid height was determined by GEOID03.
 TE1276
 TE1276.The dynamic height is computed by dividing the NAVD 88
 TE1276.geopotential number by the normal gravity value computed on the
 TE1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1276.degrees latitude (g = 980.6199 gals.).
 TE1276
 TE1276.The modeled gravity was interpolated from observed gravity values.
 TE1276
 TE1276;                    North         East    Units  Estimated Accuracy
 TE1276;SPC ND N     -   131,870.      681,830.      MT  (+/- 180 meters Scaled)
 TE1276
 TE1276                          SUPERSEDED SURVEY CONTROL
 TE1276
 TE1276  NGVD 29 (??/??/92)  514.772  (m)         1688.88   (f) ADJ UNCH    2 0
 TE1276
 TE1276.Superseded values are not recommended for survey control.
 TE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1276.See file dsdata.txt to determine how the superseded data were derived.
 TE1276
 TE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU703364(NAD 83)
 TE1276_MARKER: DB = BENCH MARK DISK
 TE1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1276_STAMPING: B 191 1935
 TE1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1276+STABILITY: SURFACE MOTION
 TE1276
 TE1276  HISTORY     - Date     Condition        Report By
 TE1276  HISTORY     - 1935     MONUMENTED       CGS
 TE1276
 TE1276                          STATION DESCRIPTION
 TE1276
 TE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1276'3.6 MI W FROM BRINSMADE.
 TE1276'3.6 MILES WEST ALONG A COUNTY ROAD FROM THE NORTHERN PACIFIC RAILWAY
 TE1276'STATION AT BRINSMADE, AT SECTIONS 4 AND 9, T 154 W, R 68 N, AT
 TE1276'GALLINGER SCHOOL DIST. NO. 13, 87.6 FEET NORTHWEST OF THE NORTHWEST
 TE1276'CORNER OF THE BUILDING, 22 FEET SOUTH OF A POLE, 19.4 FEET SOUTH OF
 TE1276'THE NORTHEAST CORNER OF A FIELD FENCE, AND 1.2 FEET EAST OF THE
 TE1276'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED B 191 1935 AND SET IN
 TE1276'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1417 ***********************************************************************
 TE1417  DESIGNATION -  B 192
 TE1417  PID         -  TE1417
 TE1417  STATE/COUNTY-  ND/BENSON
 TE1417  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1417
 TE1417                         *CURRENT SURVEY CONTROL
 TE1417  ___________________________________________________________________
 TE1417* NAD 83(1986)-  48 19 51.     (N)    099 49 35.     (W)     SCALED    
 TE1417* NAVD 88     -       478.770  (meters)    1570.76   (feet)  ADJUSTED  
 TE1417  ___________________________________________________________________
 TE1417  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE1417  DYNAMIC HT  -         478.861 (meters)    1571.06  (feet)  COMP
 TE1417  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 TE1417
 TE1417  VERT ORDER  -  SECOND    CLASS 0
 TE1417
 TE1417.The horizontal coordinates were scaled from a topographic map and have
 TE1417.an estimated accuracy of +/- 6 seconds.
 TE1417
 TE1417.The orthometric height was determined by differential leveling
 TE1417.and adjusted by the National Geodetic Survey in June 1991..
 TE1417
 TE1417.The geoid height was determined by GEOID03.
 TE1417
 TE1417.The dynamic height is computed by dividing the NAVD 88
 TE1417.geopotential number by the normal gravity value computed on the
 TE1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1417.degrees latitude (g = 980.6199 gals.).
 TE1417
 TE1417.The modeled gravity was interpolated from observed gravity values.
 TE1417
 TE1417;                    North         East    Units  Estimated Accuracy
 TE1417;SPC ND N     -   148,180.      649,940.      MT  (+/- 180 meters Scaled)
 TE1417
 TE1417                          SUPERSEDED SURVEY CONTROL
 TE1417
 TE1417  NGVD 29 (??/??/92)  478.414  (m)         1569.60   (f) ADJ UNCH    2 0
 TE1417
 TE1417.Superseded values are not recommended for survey control.
 TE1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1417.See file dsdata.txt to determine how the superseded data were derived.
 TE1417
 TE1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU387534(NAD 83)
 TE1417_MARKER: DB = BENCH MARK DISK
 TE1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1417_STAMPING: B 192 1935
 TE1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1417+STABILITY: SURFACE MOTION
 TE1417
 TE1417  HISTORY     - Date     Condition        Report By
 TE1417  HISTORY     - 1935     MONUMENTED       CGS
 TE1417  HISTORY     - 1971     MARK NOT FOUND   USGS
 TE1417
 TE1417                          STATION DESCRIPTION
 TE1417
 TE1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1417'1.1 MI W FROM PLEASANT LAKE.
 TE1417'1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE1417'PLEASANT LAKE, BENSON COUNTY, 2.0 MILES SOUTH ALONG A DIRT ROAD.  0.5
 TE1417'MILE NORTH OF THE JUNCTION OF A GRADED COUNTY ROAD, AT THE SOUTHEAST
 TE1417'QUARTER OF SECTION 18, T 156 N, R 71 W, 600 FEET SOUTH OF A CURVE
 TE1417'AROUND A NATURAL POND BORDERED BY SHRUBBERY, AT THE TOP OF A HILL, AT
 TE1417'THE SOUTHEAST CORNER OF A TWO-ACRE PIECE OF LAND OWNED IN 1935 BY
 TE1417'MARTIN MELVE, AT A RIGHT-ANGLE CURVE, AND 14 FEET WEST OF THE
 TE1417'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED B 192 1935 AND SET
 TE1417'IN THE TOP OF A CONCRETE POST.
 TE1417
 TE1417                          STATION RECOVERY (1971)
 TE1417
 TE1417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TE1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1281 ***********************************************************************
 TE1281  DESIGNATION -  B 193
 TE1281  PID         -  TE1281
 TE1281  STATE/COUNTY-  ND/BENSON
 TE1281  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1281
 TE1281                         *CURRENT SURVEY CONTROL
 TE1281  ___________________________________________________________________
 TE1281* NAD 83(1986)-  48 05 37.     (N)    099 19 44.     (W)     SCALED    
 TE1281* NAVD 88     -       466.155  (meters)    1529.38   (feet)  ADJUSTED  
 TE1281  ___________________________________________________________________
 TE1281  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 TE1281  DYNAMIC HT  -         466.226 (meters)    1529.61  (feet)  COMP
 TE1281  MODELED GRAV-     980,749.2   (mgal)                       NAVD 88
 TE1281
 TE1281  VERT ORDER  -  SECOND    CLASS 0
 TE1281
 TE1281.The horizontal coordinates were scaled from a topographic map and have
 TE1281.an estimated accuracy of +/- 6 seconds.
 TE1281
 TE1281.The orthometric height was determined by differential leveling
 TE1281.and adjusted by the National Geodetic Survey in June 1991..
 TE1281
 TE1281.The geoid height was determined by GEOID03.
 TE1281
 TE1281.The dynamic height is computed by dividing the NAVD 88
 TE1281.geopotential number by the normal gravity value computed on the
 TE1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1281.degrees latitude (g = 980.6199 gals.).
 TE1281
 TE1281.The modeled gravity was interpolated from observed gravity values.
 TE1281
 TE1281;                    North         East    Units  Estimated Accuracy
 TE1281;SPC ND N     -   122,250.      687,230.      MT  (+/- 180 meters Scaled)
 TE1281
 TE1281                          SUPERSEDED SURVEY CONTROL
 TE1281
 TE1281  NGVD 29 (??/??/92)  465.773  (m)         1528.12   (f) ADJ UNCH    2 0
 TE1281
 TE1281.Superseded values are not recommended for survey control.
 TE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1281.See file dsdata.txt to determine how the superseded data were derived.
 TE1281
 TE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU755267(NAD 83)
 TE1281_MARKER: DB = BENCH MARK DISK
 TE1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1281_SP_SET: CULVERT
 TE1281_STAMPING: B 193 1935
 TE1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1281
 TE1281  HISTORY     - Date     Condition        Report By
 TE1281  HISTORY     - 1935     MONUMENTED       CGS
 TE1281  HISTORY     - 1958     MARK NOT FOUND   NGS
 TE1281
 TE1281                          STATION DESCRIPTION
 TE1281
 TE1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TE1281'2.0 MI NW FROM MINNEWAUKAN.
 TE1281'2.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TE1281'STATION AT MINNEWAUKAN, THENCE 3.3 MILES WEST ALONG A SECTION-LINE
 TE1281'ROAD.  AT THE CORNER COMMON TO SECTIONS 1, 6, 12 AND 7, T 153 N, RS.
 TE1281'68 AND 67 W, AT AN 8- BY 8-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF
 TE1281'THE NORTH HEADWALL, 0.6 FOOT WEST OF THE EAST SIDE, 0.4 FOOT SOUTH OF
 TE1281'THE NORTH EDGE, AND 12 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 TE1281'STANDARD DISK, STAMPED B 193 1935.  NOTE-- HEADWALL BURIED UNDER
 TE1281'APPROXIMATELY 1-1/2 FT. OF GRAVELED ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1286 ***********************************************************************
 TE1286  DESIGNATION -  B 194
 TE1286  PID         -  TE1286
 TE1286  STATE/COUNTY-  ND/BENSON
 TE1286  USGS QUAD   -  HARLOW SE (1958)
 TE1286
 TE1286                         *CURRENT SURVEY CONTROL
 TE1286  ___________________________________________________________________
 TE1286* NAD 83(1986)-  48 03 52.     (N)    099 36 45.     (W)     SCALED    
 TE1286* NAVD 88     -       500.186  (meters)    1641.03   (feet)  ADJUSTED  
 TE1286  ___________________________________________________________________
 TE1286  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TE1286  DYNAMIC HT  -         500.266 (meters)    1641.29  (feet)  COMP
 TE1286  MODELED GRAV-     980,755.3   (mgal)                       NAVD 88
 TE1286
 TE1286  VERT ORDER  -  SECOND    CLASS 0
 TE1286
 TE1286.The horizontal coordinates were scaled from a topographic map and have
 TE1286.an estimated accuracy of +/- 6 seconds.
 TE1286
 TE1286.The orthometric height was determined by differential leveling
 TE1286.and adjusted by the National Geodetic Survey in June 1991..
 TE1286
 TE1286.The geoid height was determined by GEOID03.
 TE1286
 TE1286.The dynamic height is computed by dividing the NAVD 88
 TE1286.geopotential number by the normal gravity value computed on the
 TE1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1286.degrees latitude (g = 980.6199 gals.).
 TE1286
 TE1286.The modeled gravity was interpolated from observed gravity values.
 TE1286
 TE1286;                    North         East    Units  Estimated Accuracy
 TE1286;SPC ND N     -   118,730.      666,140.      MT  (+/- 180 meters Scaled)
 TE1286
 TE1286                          SUPERSEDED SURVEY CONTROL
 TE1286
 TE1286  NGVD 29 (??/??/92)  499.810  (m)         1639.79   (f) ADJ UNCH    2 0
 TE1286
 TE1286.Superseded values are not recommended for survey control.
 TE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1286.See file dsdata.txt to determine how the superseded data were derived.
 TE1286
 TE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU543236(NAD 83)
 TE1286_MARKER: DB = BENCH MARK DISK
 TE1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1286_STAMPING: B-194 1935
 TE1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1286+STABILITY: SURFACE MOTION
 TE1286
 TE1286  HISTORY     - Date     Condition        Report By
 TE1286  HISTORY     - 1935     MONUMENTED       CGS
 TE1286
 TE1286                          STATION DESCRIPTION
 TE1286
 TE1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1286'11.3 MI SW FROM HARLOW.
 TE1286'4.3 MILES WEST OF VIC. OF 7 MILES SOUTH OF, FROM POINT 0.2 MILE WEST
 TE1286'AND .2 MILE NORTH ALONG ST. HWY. NO. 19 AND 30 R 70 W, T 153 N, N.E.
 TE1286'CORNER OF SECTION 23, AT FRONT YARD OF ABANDONED FARM HOUSE.  ABOUT
 TE1286'300 FEET SOUTHWEST OF INTERSECTION OF ST. HWY. NO. 19 AND SECTION
 TE1286'ROAD.  90.8 FEET NORTHEAST OF NORTHEAST CORNER OF FARM HOUSE.  70.9
 TE1286'FEET SOUTH OF CENTERLINE OF ST. HWY. NO. 19.  36.9 FEET SOUTH OF
 TE1286'NORTHEAST CORNER OF YARD FENCE AND NORTHWEST CORNER OF LOT FENCE. 1.3
 TE1286'FT. WEST OF NORTH-SOUTH YARD FENCE.  TABLET SET IN PRECAST CONCRETE
 TE1286'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1287 ***********************************************************************
 TE1287  DESIGNATION -  B 194 RESET
 TE1287  PID         -  TE1287
 TE1287  STATE/COUNTY-  ND/BENSON
 TE1287  USGS QUAD   -  HARLOW SE (1958)
 TE1287
 TE1287                         *CURRENT SURVEY CONTROL
 TE1287  ___________________________________________________________________
 TE1287* NAD 83(1996)-  48 03 51.98922(N)    099 36 44.66158(W)     ADJUSTED  
 TE1287* NAVD 88     -       500.47   (+/-2cm)    1642.0    (feet)  VERTCON   
 TE1287  ___________________________________________________________________
 TE1287  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 TE1287  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TE1287
 TE1287  HORZ ORDER  -  THIRD
 TE1287  VERT ORDER  -  THIRD (See Below)
 TE1287
 TE1287.The horizontal coordinates were established by classical geodetic methods
 TE1287.and adjusted by the National Geodetic Survey in January 1998..
 TE1287.No horizontal observational check was made to the station.
 TE1287
 TE1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1287.The vertical order pertains to the NGVD 29 superseded value.
 TE1287
 TE1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1287
 TE1287.The geoid height was determined by GEOID03.
 TE1287
 TE1287;                    North         East     Units Scale Factor Converg.
 TE1287;SPC ND N     -   118,726.720   666,148.780   MT  0.99993590   +0 39 37.8
 TE1287;SPC ND N     -   389,523.36  2,185,527.49   iFT  0.99993590   +0 39 37.8
 TE1287;UTM  14      - 5,323,644.056   454,374.279   MT  0.99962558   -0 27 20.1
 TE1287
 TE1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1287!SPC ND N     -   0.99992512  x   0.99993590  =   0.99986102
 TE1287!UTM  14      -   0.99992512  x   0.99962558  =   0.99955073
 TE1287
 TE1287                          SUPERSEDED SURVEY CONTROL
 TE1287
 TE1287  NAD 83(1986)-  48 03 51.99036(N)    099 36 44.66267(W) AD(       ) 3
 TE1287  NAD 27      -  48 03 51.96030(N)    099 36 43.19050(W) AD(       ) 3
 TE1287  NGVD 29 (11/04/04)  500.10   (m)         1640.7    (f) RESET       3  
 TE1287
 TE1287.Superseded values are not recommended for survey control.
 TE1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1287.See file dsdata.txt to determine how the superseded data were derived.
 TE1287
 TE1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5437423644(NAD 83)
 TE1287_MARKER: DB = BENCH MARK DISK
 TE1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1287_STAMPING: B 194 RESET 1960
 TE1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1287+STABILITY: SURFACE MOTION
 TE1287
 TE1287  HISTORY     - Date     Condition        Report By
 TE1287  HISTORY     - 1960     MONUMENTED       CGS
 TE1287  HISTORY     - 1960     GOOD             CGS
 TE1287
 TE1287                          STATION DESCRIPTION
 TE1287
 TE1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TE1287'11.3 MI SW FROM HARLOW.
 TE1287'THE MARK IS LOCATED 7.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM
 TE1287'HARLOW, THENCE WEST ALONG STATE HIGHWAY 19 FOR 4.3 MILES TO AN OLD
 TE1287'ABANDONED HOUSE AND MARK ON LEFT, IN THE NORTHEAST 1/4 SEC. 23, T. 153
 TE1287'N., R. 70 W., 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 64 FEET
 TE1287'WEST OF TRIANGULATION STATION PLAT 3 AND 45.6 FEET NORTH OF THE
 TE1287'NORTHWEST CORNER OF THE OLD HOUSE, AND SET IN THE TOP OF A CONCRETE
 TE1287'POST PROJECTING 4 INCHES ABOVE THE GROUND.  THIS MARK WAS USED FOR A
 TE1287'REFERENCE MARK FOR THE TRIANGULATION STATION.
 TE1287
 TE1287                          STATION RECOVERY (1960)
 TE1287
 TE1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 TE1287'B.M. B 194 RESET IS WEST OF
 TE1287'STATION PLAT 3, ABOUT 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 TE1287'AND 45.6 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD HOUSE.
 TE1287'THE MARK PROJECTS 4 INCHES AND IS A STANDARD BENCH MARK DISK,
 TE1287'STAMPED B 194 RESET 1960.
 TE1287'
 TE1287'TO REACH STATION PLAT 3 FROM ESMOND GO NORTH AND EAST ON STATE
 TE1287'HIGHWAY 19 FOR 7.65 MILES TO THE AZIMUTH MARK ON LEFT AS
 TE1287'DESCRIBED, CONTINUE EAST FOR 0.4 MILE TO AN OLD ABANDONED
 TE1287'HOUSE ON RIGHT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0695 ***********************************************************************
 TE0695  DESIGNATION -  B 2
 TE0695  PID         -  TE0695
 TE0695  STATE/COUNTY-  ND/RAMSEY
 TE0695  USGS QUAD   -  DEVILS LAKE (1994)
 TE0695
 TE0695                         *CURRENT SURVEY CONTROL
 TE0695  ___________________________________________________________________
 TE0695* NAD 83(1986)-  48 06 42.     (N)    098 51 42.     (W)     SCALED    
 TE0695* NAVD 88     -       448.017  (meters)    1469.87   (feet)  ADJUSTED  
 TE0695  ___________________________________________________________________
 TE0695  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE0695  DYNAMIC HT  -         448.097 (meters)    1470.13  (feet)  COMP
 TE0695  MODELED GRAV-     980,775.3   (mgal)                       NAVD 88
 TE0695
 TE0695  VERT ORDER  -  FIRST     CLASS II
 TE0695
 TE0695.The horizontal coordinates were scaled from a topographic map and have
 TE0695.an estimated accuracy of +/- 6 seconds.
 TE0695
 TE0695.The orthometric height was determined by differential leveling
 TE0695.and adjusted by the National Geodetic Survey in June 1991..
 TE0695
 TE0695.The geoid height was determined by GEOID03.
 TE0695
 TE0695.The dynamic height is computed by dividing the NAVD 88
 TE0695.geopotential number by the normal gravity value computed on the
 TE0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0695.degrees latitude (g = 980.6199 gals.).
 TE0695
 TE0695.The modeled gravity was interpolated from observed gravity values.
 TE0695
 TE0695;                    North         East    Units  Estimated Accuracy
 TE0695;SPC ND N     -   124,890.      721,980.      MT  (+/- 180 meters Scaled)
 TE0695
 TE0695                          SUPERSEDED SURVEY CONTROL
 TE0695
 TE0695  NGVD 29 (??/??/92)  447.647  (m)         1468.66   (f) ADJ UNCH    1 2
 TE0695
 TE0695.Superseded values are not recommended for survey control.
 TE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0695.See file dsdata.txt to determine how the superseded data were derived.
 TE0695
 TE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU102287(NAD 83)
 TE0695_MARKER: Q = CHISELED SQUARE
 TE0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0695_SP_SET: SILL
 TE0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0695
 TE0695  HISTORY     - Date     Condition        Report By
 TE0695  HISTORY     - UNK      MONUMENTED       CGS
 TE0695  HISTORY     - 1963     GOOD             NGS
 TE0695  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0695
 TE0695                          STATION DESCRIPTION
 TE0695
 TE0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0695'IN DEVILS LAKE.
 TE0695'AT DEVILS LAKE, IN S 34, R 64 W, T 154 N, ABOUT 100 YARDS NORTH OF THE
 TE0695'GREAT NORTHERN RAILWAY STATION, IN THE SOUTHWEST CORNER OF THE
 TE0695'INTERSECTION OF 4TH STREET AND 3RD AVENUE, 18.5 FEET NORTH OF THE
 TE0695'SOUTHEAST CORNER OF THE MAYER HOTEL, ABOUT 1.3 FEET ABOVE THE
 TE0695'SIDEWALK, A 1-INCH SQUARE CUT IN THE TOP OF THE NORTH END OF THE STONE
 TE0695'DOOR SILL AT THE MOST SOUTHERLY OF THREE DOORS ON THE EAST SIDE OF THE
 TE0695'HOTEL.
 TE0695
 TE0695                          STATION RECOVERY (1982)
 TE0695
 TE0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0695'NOT RECOVERED, CONSIDERED DESTROYED AS THE MAYER HOTEL BURNED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0411 ***********************************************************************
 TF0411  DESIGNATION -  B 2 B 1
 TF0411  PID         -  TF0411
 TF0411  STATE/COUNTY-  ND/MCHENRY
 TF0411  USGS QUAD   -  VOLTAIRE (1977)
 TF0411
 TF0411                         *CURRENT SURVEY CONTROL
 TF0411  ___________________________________________________________________
 TF0411* NAD 83(1986)-  48 04 42.     (N)    100 50 16.     (W)     SCALED    
 TF0411* NAVD 88     -       486.137  (meters)    1594.93   (feet)  ADJUSTED  
 TF0411  ___________________________________________________________________
 TF0411  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF0411  DYNAMIC HT  -         486.208 (meters)    1595.17  (feet)  COMP
 TF0411  MODELED GRAV-     980,742.7   (mgal)                       NAVD 88
 TF0411
 TF0411  VERT ORDER  -  SECOND    CLASS 0
 TF0411
 TF0411.The horizontal coordinates were scaled from a topographic map and have
 TF0411.an estimated accuracy of +/- 6 seconds.
 TF0411
 TF0411.The orthometric height was determined by differential leveling
 TF0411.and adjusted by the National Geodetic Survey in June 1991..
 TF0411
 TF0411.The geoid height was determined by GEOID03.
 TF0411
 TF0411.The dynamic height is computed by dividing the NAVD 88
 TF0411.geopotential number by the normal gravity value computed on the
 TF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0411.degrees latitude (g = 980.6199 gals.).
 TF0411
 TF0411.The modeled gravity was interpolated from observed gravity values.
 TF0411
 TF0411;                    North         East    Units  Estimated Accuracy
 TF0411;SPC ND N     -   119,950.      574,830.      MT  (+/- 180 meters Scaled)
 TF0411
 TF0411                          SUPERSEDED SURVEY CONTROL
 TF0411
 TF0411  NGVD 29 (??/??/92)  485.76   (m)         1593.7    (f) COMPUTED    2 0
 TF0411
 TF0411.Superseded values are not recommended for survey control.
 TF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0411.See file dsdata.txt to determine how the superseded data were derived.
 TF0411
 TF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU631266(NAD 83)
 TF0411_MARKER: DD = SURVEY DISK
 TF0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0411_SP_SET: PEDESTAL
 TF0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0411
 TF0411  HISTORY     - Date     Condition        Report By
 TF0411  HISTORY     - UNK      MONUMENTED       DOD
 TF0411  HISTORY     - 1962     GOOD             NGS
 TF0411
 TF0411                          STATION DESCRIPTION
 TF0411
 TF0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0411'4.2 MI N FROM VOLTAIRE.
 TF0411'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 TF0411'VOLTAIRE, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, ABOUT 0.15 MILE
 TF0411'OR 336 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, ON THE TOP OF A
 TF0411'SMALL KNOLL IN A LARGE FIELD, ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4
 TF0411'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 TF0411'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0412 ***********************************************************************
 TF0412  DESIGNATION -  B 2 B 2
 TF0412  PID         -  TF0412
 TF0412  STATE/COUNTY-  ND/MCHENRY
 TF0412  USGS QUAD   -  VOLTAIRE (1977)
 TF0412
 TF0412                         *CURRENT SURVEY CONTROL
 TF0412  ___________________________________________________________________
 TF0412* NAD 83(1986)-  48 04 27.     (N)    100 50 12.     (W)     SCALED    
 TF0412* NAVD 88     -       486.959  (meters)    1597.63   (feet)  ADJUSTED  
 TF0412  ___________________________________________________________________
 TF0412  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF0412  DYNAMIC HT  -         487.030 (meters)    1597.86  (feet)  COMP
 TF0412  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 TF0412
 TF0412  VERT ORDER  -  SECOND    CLASS 0
 TF0412
 TF0412.The horizontal coordinates were scaled from a topographic map and have
 TF0412.an estimated accuracy of +/- 6 seconds.
 TF0412
 TF0412.The orthometric height was determined by differential leveling
 TF0412.and adjusted by the National Geodetic Survey in June 1991..
 TF0412
 TF0412.The geoid height was determined by GEOID03.
 TF0412
 TF0412.The dynamic height is computed by dividing the NAVD 88
 TF0412.geopotential number by the normal gravity value computed on the
 TF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0412.degrees latitude (g = 980.6199 gals.).
 TF0412
 TF0412.The modeled gravity was interpolated from observed gravity values.
 TF0412
 TF0412;                    North         East    Units  Estimated Accuracy
 TF0412;SPC ND N     -   119,480.      574,910.      MT  (+/- 180 meters Scaled)
 TF0412
 TF0412                          SUPERSEDED SURVEY CONTROL
 TF0412
 TF0412  NGVD 29 (??/??/92)  486.58   (m)         1596.4    (f) COMPUTED    2 0
 TF0412
 TF0412.Superseded values are not recommended for survey control.
 TF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0412.See file dsdata.txt to determine how the superseded data were derived.
 TF0412
 TF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU631261(NAD 83)
 TF0412_MARKER: DD = SURVEY DISK
 TF0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0412_SP_SET: PEDESTAL
 TF0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0412
 TF0412  HISTORY     - Date     Condition        Report By
 TF0412  HISTORY     - UNK      MONUMENTED       DOD
 TF0412  HISTORY     - 1962     GOOD             NGS
 TF0412
 TF0412                          STATION DESCRIPTION
 TF0412
 TF0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0412'3.6 MI N FROM VOLTAIRE.
 TF0412'ABOUT 3.6 MILES NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 TF0412'VOLTAIRE, ABOUT 0.2 MILE OR 471 YARDS EAST OF THE CENTERLINE OF THE
 TF0412'ROAD, ON THE TOP OF A SLIGHT RIDGE IN A LARGE FIELD, ABOUT LEVEL WITH
 TF0412'THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE--
 TF0412'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0414 ***********************************************************************
 TF0414  DESIGNATION -  B 2 Z
 TF0414  PID         -  TF0414
 TF0414  STATE/COUNTY-  ND/MCHENRY
 TF0414  USGS QUAD   -  VOLTAIRE (1977)
 TF0414
 TF0414                         *CURRENT SURVEY CONTROL
 TF0414  ___________________________________________________________________
 TF0414* NAD 83(1986)-  48 04 18.     (N)    100 50 31.     (W)     SCALED    
 TF0414* NAVD 88     -       490.117  (meters)    1607.99   (feet)  ADJUSTED  
 TF0414  ___________________________________________________________________
 TF0414  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0414  DYNAMIC HT  -         490.189 (meters)    1608.23  (feet)  COMP
 TF0414  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF0414
 TF0414  VERT ORDER  -  SECOND    CLASS 0
 TF0414
 TF0414.The horizontal coordinates were scaled from a topographic map and have
 TF0414.an estimated accuracy of +/- 6 seconds.
 TF0414
 TF0414.The orthometric height was determined by differential leveling
 TF0414.and adjusted by the National Geodetic Survey in June 1991..
 TF0414
 TF0414.The geoid height was determined by GEOID03.
 TF0414
 TF0414.The dynamic height is computed by dividing the NAVD 88
 TF0414.geopotential number by the normal gravity value computed on the
 TF0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0414.degrees latitude (g = 980.6199 gals.).
 TF0414
 TF0414.The modeled gravity was interpolated from observed gravity values.
 TF0414
 TF0414;                    North         East    Units  Estimated Accuracy
 TF0414;SPC ND N     -   119,210.      574,520.      MT  (+/- 180 meters Scaled)
 TF0414
 TF0414                          SUPERSEDED SURVEY CONTROL
 TF0414
 TF0414  NGVD 29 (??/??/92)  489.74   (m)         1606.8    (f) COMPUTED    2 0
 TF0414
 TF0414.Superseded values are not recommended for survey control.
 TF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0414.See file dsdata.txt to determine how the superseded data were derived.
 TF0414
 TF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU627259(NAD 83)
 TF0414_MARKER: DS = TRIANGULATION STATION DISK
 TF0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0414_STAMPING: B 2 Z 1962
 TF0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0414+STABILITY: SURFACE MOTION
 TF0414
 TF0414  HISTORY     - Date     Condition        Report By
 TF0414  HISTORY     - 1962     MONUMENTED       CGS
 TF0414
 TF0414                          STATION DESCRIPTION
 TF0414
 TF0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0414'3.4 MI N FROM VOLTAIRE.
 TF0414'ABOUT 3.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 TF0414'VOLTAIRE, ON THE TOP OF A RIDGE, AT THE JUNCTION OF A DRIVEWAY LEADING
 TF0414'WEST TO A FIELD, 98 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SECOND
 TF0414'POWER POLE SOUTH OF A POWER LINE CROSSING THE ROAD, 40.5 FEET WEST OF
 TF0414'THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE
 TF0414'DRIVEWAY, 30.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 TF0414'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TF0414'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0413 ***********************************************************************
 TF0413  DESIGNATION -  B 2 Z RM 1
 TF0413  PID         -  TF0413
 TF0413  STATE/COUNTY-  ND/MCHENRY
 TF0413  USGS QUAD   -  VOLTAIRE (1977)
 TF0413
 TF0413                         *CURRENT SURVEY CONTROL
 TF0413  ___________________________________________________________________
 TF0413* NAD 83(1986)-  48 04 18.     (N)    100 50 32.     (W)     SCALED    
 TF0413* NAVD 88     -       490.307  (meters)    1608.62   (feet)  ADJUSTED  
 TF0413  ___________________________________________________________________
 TF0413  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0413  DYNAMIC HT  -         490.379 (meters)    1608.85  (feet)  COMP
 TF0413  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF0413
 TF0413  VERT ORDER  -  SECOND    CLASS 0
 TF0413
 TF0413.The horizontal coordinates were scaled from a topographic map and have
 TF0413.an estimated accuracy of +/- 6 seconds.
 TF0413
 TF0413.The orthometric height was determined by differential leveling
 TF0413.and adjusted by the National Geodetic Survey in June 1991..
 TF0413
 TF0413.The geoid height was determined by GEOID03.
 TF0413
 TF0413.The dynamic height is computed by dividing the NAVD 88
 TF0413.geopotential number by the normal gravity value computed on the
 TF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0413.degrees latitude (g = 980.6199 gals.).
 TF0413
 TF0413.The modeled gravity was interpolated from observed gravity values.
 TF0413
 TF0413;                    North         East    Units  Estimated Accuracy
 TF0413;SPC ND N     -   119,210.      574,500.      MT  (+/- 180 meters Scaled)
 TF0413
 TF0413                          SUPERSEDED SURVEY CONTROL
 TF0413
 TF0413  NGVD 29 (??/??/92)  489.93   (m)         1607.4    (f) COMPUTED    2 0
 TF0413
 TF0413.Superseded values are not recommended for survey control.
 TF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0413.See file dsdata.txt to determine how the superseded data were derived.
 TF0413
 TF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU627259(NAD 83)
 TF0413_MARKER: DR = REFERENCE MARK DISK
 TF0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0413_STAMPING: B 2 Z NO 1 1962
 TF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0413+STABILITY: SURFACE MOTION
 TF0413
 TF0413  HISTORY     - Date     Condition        Report By
 TF0413  HISTORY     - 1962     MONUMENTED       CGS
 TF0413
 TF0413                          STATION DESCRIPTION
 TF0413
 TF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0413'3.4 MI N FROM VOLTAIRE.
 TF0413'ABOUT 3.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 TF0413'VOLTAIRE, ON THE TOP OF A RIDGE, AT THE JUNCTION OF A DRIVEWAY LEADING
 TF0413'WEST TO A FIELD, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET
 TF0413'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 70.0 FEET SOUTHWEST AND
 TF0413'ACROSS THE ROAD FROM THE SECOND POWER POLE SOUTH OF A POWER LINE
 TF0413'CROSSING THE ROAD, 30.1 FEET NORTHEAST OF THE STATION MARK B 2 Z 1962,
 TF0413'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 TF0413'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0415 ***********************************************************************
 TF0415  DESIGNATION -  B 2 Z RM 2
 TF0415  PID         -  TF0415
 TF0415  STATE/COUNTY-  ND/MCHENRY
 TF0415  USGS QUAD   -  VOLTAIRE (1977)
 TF0415
 TF0415                         *CURRENT SURVEY CONTROL
 TF0415  ___________________________________________________________________
 TF0415* NAD 83(1986)-  48 04 18.     (N)    100 50 31.     (W)     SCALED    
 TF0415* NAVD 88     -       489.204  (meters)    1605.00   (feet)  ADJUSTED  
 TF0415  ___________________________________________________________________
 TF0415  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0415  DYNAMIC HT  -         489.275 (meters)    1605.23  (feet)  COMP
 TF0415  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF0415
 TF0415  VERT ORDER  -  SECOND    CLASS 0
 TF0415
 TF0415.The horizontal coordinates were scaled from a topographic map and have
 TF0415.an estimated accuracy of +/- 6 seconds.
 TF0415
 TF0415.The orthometric height was determined by differential leveling
 TF0415.and adjusted by the National Geodetic Survey in June 1991..
 TF0415
 TF0415.The geoid height was determined by GEOID03.
 TF0415
 TF0415.The dynamic height is computed by dividing the NAVD 88
 TF0415.geopotential number by the normal gravity value computed on the
 TF0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0415.degrees latitude (g = 980.6199 gals.).
 TF0415
 TF0415.The modeled gravity was interpolated from observed gravity values.
 TF0415
 TF0415;                    North         East    Units  Estimated Accuracy
 TF0415;SPC ND N     -   119,210.      574,520.      MT  (+/- 180 meters Scaled)
 TF0415
 TF0415                          SUPERSEDED SURVEY CONTROL
 TF0415
 TF0415  NGVD 29 (??/??/92)  488.83   (m)         1603.8    (f) COMPUTED    2 0
 TF0415
 TF0415.Superseded values are not recommended for survey control.
 TF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0415.See file dsdata.txt to determine how the superseded data were derived.
 TF0415
 TF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU627259(NAD 83)
 TF0415_MARKER: DR = REFERENCE MARK DISK
 TF0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0415_STAMPING: B 2 Z NO 2 1962
 TF0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0415+STABILITY: SURFACE MOTION
 TF0415
 TF0415  HISTORY     - Date     Condition        Report By
 TF0415  HISTORY     - 1962     MONUMENTED       CGS
 TF0415
 TF0415                          STATION DESCRIPTION
 TF0415
 TF0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0415'3.4 MI N FROM VOLTAIRE.
 TF0415'ABOUT 3.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 TF0415'VOLTAIRE, ON THE SOUTH SLOPE AND NEAR THE TOP OF A RIDGE, AT THE
 TF0415'JUNCTION OF A DRIVEWAY LEADING WEST TO A FIELD, 99 FEET SOUTHWEST AND
 TF0415'ACROSS THE ROAD FROM THE SECOND POWER POLE SOUTH OF A POWER LINE
 TF0415'CROSSING, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, 27.6 FEET
 TF0415'SOUTHEAST OF THE STATION MARK B 2 Z 1962, 3.4 FEET NORTHWEST OF A
 TF0415'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF0415'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0185 ***********************************************************************
 RS0185  DESIGNATION -  B 20
 RS0185  PID         -  RS0185
 RS0185  STATE/COUNTY-  ND/SLOPE
 RS0185  USGS QUAD   -  AMIDON (1973)
 RS0185
 RS0185                         *CURRENT SURVEY CONTROL
 RS0185  ___________________________________________________________________
 RS0185* NAD 83(1986)-  46 28 56.     (N)    103 19 18.     (W)     SCALED    
 RS0185* NAVD 88     -       886.869  (meters)    2909.67   (feet)  ADJUSTED  
 RS0185  ___________________________________________________________________
 RS0185  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 RS0185  DYNAMIC HT  -         886.802 (meters)    2909.45  (feet)  COMP
 RS0185  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 RS0185
 RS0185  VERT ORDER  -  FIRST     CLASS II
 RS0185
 RS0185.The horizontal coordinates were scaled from a topographic map and have
 RS0185.an estimated accuracy of +/- 6 seconds.
 RS0185
 RS0185.The orthometric height was determined by differential leveling
 RS0185.and adjusted by the National Geodetic Survey in June 1991..
 RS0185
 RS0185.The geoid height was determined by GEOID03.
 RS0185
 RS0185.The dynamic height is computed by dividing the NAVD 88
 RS0185.geopotential number by the normal gravity value computed on the
 RS0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0185.degrees latitude (g = 980.6199 gals.).
 RS0185
 RS0185.The modeled gravity was interpolated from observed gravity values.
 RS0185
 RS0185;                    North         East    Units  Estimated Accuracy
 RS0185;SPC ND S     -    94,550.      383,390.      MT  (+/- 180 meters Scaled)
 RS0185
 RS0185                          SUPERSEDED SURVEY CONTROL
 RS0185
 RS0185  NGVD 29 (??/??/92)  886.344  (m)         2907.95   (f) ADJ UNCH    1 2
 RS0185
 RS0185.Superseded values are not recommended for survey control.
 RS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0185.See file dsdata.txt to determine how the superseded data were derived.
 RS0185
 RS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM288489(NAD 83)
 RS0185_MARKER: DB = BENCH MARK DISK
 RS0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0185_STAMPING: B 20 1934
 RS0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0185+STABILITY: SURFACE MOTION
 RS0185
 RS0185  HISTORY     - Date     Condition        Report By
 RS0185  HISTORY     - 1934     MONUMENTED       CGS
 RS0185  HISTORY     - 1963     GOOD             NGS
 RS0185  HISTORY     - 1968     GOOD             DOD
 RS0185
 RS0185                          STATION DESCRIPTION
 RS0185
 RS0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RS0185'IN AMIDON.
 RS0185'AT AMIDON, SLOPE COUNTY, ON U.S. HIGHWAY 85, IN THE NORTHEAST CORNER
 RS0185'OF THE SMALL PARK NORTH OF THE COURTHOUSE, 48 FEET SOUTH OF THE
 RS0185'EAST-AND-WEST FENCE, 16 FEET WEST OF THE NORTH-AND-SOUTH FENCE, AND 79
 RS0185'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 RS0185'STAMPED B 20 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 2
 RS0185'INCHES BELOW GROUND LEVEL.
 RS0185
 RS0185                          STATION RECOVERY (1968)
 RS0185
 RS0185'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0421 ***********************************************************************
 SM0421  DESIGNATION -  B 201
 SM0421  PID         -  SM0421
 SM0421  STATE/COUNTY-  ND/GRIGGS
 SM0421  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0421
 SM0421                         *CURRENT SURVEY CONTROL
 SM0421  ___________________________________________________________________
 SM0421* NAD 83(1986)-  47 26 33.     (N)    098 12 33.     (W)     SCALED    
 SM0421* NAVD 88     -       448.621  (meters)    1471.85   (feet)  ADJUSTED  
 SM0421  ___________________________________________________________________
 SM0421  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 SM0421  DYNAMIC HT  -         448.674 (meters)    1472.02  (feet)  COMP
 SM0421  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SM0421
 SM0421  VERT ORDER  -  SECOND    CLASS 0
 SM0421
 SM0421.The horizontal coordinates were scaled from a topographic map and have
 SM0421.an estimated accuracy of +/- 6 seconds.
 SM0421
 SM0421.The orthometric height was determined by differential leveling
 SM0421.and adjusted by the National Geodetic Survey in June 1991..
 SM0421
 SM0421.The geoid height was determined by GEOID03.
 SM0421
 SM0421.The dynamic height is computed by dividing the NAVD 88
 SM0421.geopotential number by the normal gravity value computed on the
 SM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0421.degrees latitude (g = 980.6199 gals.).
 SM0421
 SM0421.The modeled gravity was interpolated from observed gravity values.
 SM0421
 SM0421;                    North         East    Units  Estimated Accuracy
 SM0421;SPC ND N     -    51,770.      772,760.      MT  (+/- 180 meters Scaled)
 SM0421
 SM0421                          SUPERSEDED SURVEY CONTROL
 SM0421
 SM0421  NGVD 29 (??/??/92)  448.279  (m)         1470.73   (f) ADJ UNCH    2 0
 SM0421
 SM0421.Superseded values are not recommended for survey control.
 SM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0421.See file dsdata.txt to determine how the superseded data were derived.
 SM0421
 SM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT596546(NAD 83)
 SM0421_MARKER: DB = BENCH MARK DISK
 SM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0421_STAMPING: B-201 1935
 SM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0421+STABILITY: SURFACE MOTION
 SM0421
 SM0421  HISTORY     - Date     Condition        Report By
 SM0421  HISTORY     - 1935     MONUMENTED       CGS
 SM0421  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0421
 SM0421                          STATION DESCRIPTION
 SM0421
 SM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0421'3.8 MI W FROM COOPERSTOWN.
 SM0421'3.8 MILES WEST OF, ALONG ST. HWY. NO. 7, FROM NORTHERN PACIFIC RY
 SM0421'STATION.  T 146 N, R 59 W - SEC. 20.  MARK SET IN SOUTHEAST CORNER OF
 SM0421'HOTOUN SCHOOL YARD.  90.2 FEET EAST OF SOUTHEAST CORNER OF SCHOOL
 SM0421'HOUSE.  51.5 FEET NORTH OF CENTERLINE OF ST. HWY. NO. 7.  18 FEET
 SM0421'NORTH OF SOUTHEAST CORNER OF SCHOOL YARD FENCE.  1.3 FT. WEST OF
 SM0421'NORTH-SOUTH FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 SM0421
 SM0421                          STATION RECOVERY (1963)
 SM0421
 SM0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0422 ***********************************************************************
 SM0422  DESIGNATION -  B 201 RESET
 SM0422  PID         -  SM0422
 SM0422  STATE/COUNTY-  ND/GRIGGS
 SM0422  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0422
 SM0422                         *CURRENT SURVEY CONTROL
 SM0422  ___________________________________________________________________
 SM0422* NAD 83(1986)-  47 26 33.     (N)    098 12 34.     (W)     SCALED    
 SM0422* NAVD 88     -       448.284  (meters)    1470.75   (feet)  ADJUSTED  
 SM0422  ___________________________________________________________________
 SM0422  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 SM0422  DYNAMIC HT  -         448.337 (meters)    1470.92  (feet)  COMP
 SM0422  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 SM0422
 SM0422  VERT ORDER  -  SECOND    CLASS 0
 SM0422
 SM0422.The horizontal coordinates were scaled from a topographic map and have
 SM0422.an estimated accuracy of +/- 6 seconds.
 SM0422
 SM0422.The orthometric height was determined by differential leveling
 SM0422.and adjusted by the National Geodetic Survey in June 1991..
 SM0422
 SM0422.The geoid height was determined by GEOID03.
 SM0422
 SM0422.The dynamic height is computed by dividing the NAVD 88
 SM0422.geopotential number by the normal gravity value computed on the
 SM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0422.degrees latitude (g = 980.6199 gals.).
 SM0422
 SM0422.The modeled gravity was interpolated from observed gravity values.
 SM0422
 SM0422;                    North         East    Units  Estimated Accuracy
 SM0422;SPC ND N     -    51,770.      772,740.      MT  (+/- 180 meters Scaled)
 SM0422
 SM0422                          SUPERSEDED SURVEY CONTROL
 SM0422
 SM0422  NGVD 29 (??/??/92)  447.935  (m)         1469.60   (f) ADJ UNCH    2 0
 SM0422
 SM0422.Superseded values are not recommended for survey control.
 SM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0422.See file dsdata.txt to determine how the superseded data were derived.
 SM0422
 SM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT596546(NAD 83)
 SM0422_MARKER: DB = BENCH MARK DISK
 SM0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0422_STAMPING: B 201 RESET 1961
 SM0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0422+STABILITY: SURFACE MOTION
 SM0422
 SM0422  HISTORY     - Date     Condition        Report By
 SM0422  HISTORY     - 1961     MONUMENTED       CGS
 SM0422  HISTORY     - 1963     GOOD             NGS
 SM0422
 SM0422                          STATION DESCRIPTION
 SM0422
 SM0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0422'4.0 MI W FROM COOPERSTOWN.
 SM0422'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0422'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0422'THENCE 3.1 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 20, T
 SM0422'146 N, R 59 W, AT THE SOUTHWEST CORNER OF A ROADSIDE PARK, 98 FEET
 SM0422'NORTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE CENTER
 SM0422'LINE A GRAVELED ROAD LEADING NORTH, 5 FEET SOUTH OF A TELEPHONE POLE,
 SM0422'0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 SM0422'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SM0422'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0191 ***********************************************************************
 SM0191  DESIGNATION -  B 202 RESET
 SM0191  PID         -  SM0191
 SM0191  STATE/COUNTY-  ND/GRIGGS
 SM0191  USGS QUAD   -  BINFORD (1961)
 SM0191
 SM0191                         *CURRENT SURVEY CONTROL
 SM0191  ___________________________________________________________________
 SM0191* NAD 83(1986)-  47 33 28.     (N)    098 18 29.     (W)     SCALED    
 SM0191* NAVD 88     -       457.24   (+/-2cm)    1500.1    (feet)  VERTCON   
 SM0191  ___________________________________________________________________
 SM0191  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SM0191
 SM0191  VERT ORDER  -  ? (See Below)
 SM0191
 SM0191.The horizontal coordinates were scaled from a topographic map and have
 SM0191.an estimated accuracy of +/- 6 seconds.
 SM0191
 SM0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0191.The vertical order pertains to the NGVD 29 superseded value.
 SM0191
 SM0191.The geoid height was determined by GEOID03.
 SM0191
 SM0191;                    North         East    Units  Estimated Accuracy
 SM0191;SPC ND N     -    64,360.      764,940.      MT  (+/- 180 meters Scaled)
 SM0191
 SM0191                          SUPERSEDED SURVEY CONTROL
 SM0191
 SM0191  NGVD 29 (??/??/92)  456.890  (m)         1498.98   (f) ADJ UNCH    ?  
 SM0191
 SM0191.Superseded values are not recommended for survey control.
 SM0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0191.See file dsdata.txt to determine how the superseded data were derived.
 SM0191
 SM0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT520673(NAD 83)
 SM0191_MARKER: DB = BENCH MARK DISK
 SM0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0191_STAMPING: B 202 RESET 1965
 SM0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0191+STABILITY: SURFACE MOTION
 SM0191
 SM0191  HISTORY     - Date     Condition        Report By
 SM0191  HISTORY     - 1965     MONUMENTED       CGS
 SM0191
 SM0191                          STATION DESCRIPTION
 SM0191
 SM0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0191'1.9 MI E FROM BINFORD.
 SM0191'1.9 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0191'RAILWAY STATION AT BINFORD, AT SECTION 15, T. 147 N., R. 60 W., 129
 SM0191'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 65, AT THE WEST SIDE OF
 SM0191'A FENCE LANE LEADING SOUTH, 1.5 FEET EAST OF A METAL WITNESS POST, 1.5
 SM0191'FEET NORTHWEST OF A CORNER POST AND 1 FOOT NORTH OF A FENCE LINE. A
 SM0191'STANDARD DISK, STAMPED B 202 RESET 1965 AND SET IN THE TOP OF A
 SM0191'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0726 ***********************************************************************
 SM0726  DESIGNATION -  B 203
 SM0726  PID         -  SM0726
 SM0726  STATE/COUNTY-  ND/NELSON
 SM0726  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0726
 SM0726                         *CURRENT SURVEY CONTROL
 SM0726  ___________________________________________________________________
 SM0726* NAD 83(1986)-  47 40 21.     (N)    098 30 28.     (W)     SCALED    
 SM0726* NAVD 88     -       468.243  (meters)    1536.23   (feet)  ADJUSTED  
 SM0726  ___________________________________________________________________
 SM0726  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SM0726  DYNAMIC HT  -         468.310 (meters)    1536.45  (feet)  COMP
 SM0726  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 SM0726
 SM0726  VERT ORDER  -  SECOND    CLASS 0
 SM0726
 SM0726.The horizontal coordinates were scaled from a topographic map and have
 SM0726.an estimated accuracy of +/- 6 seconds.
 SM0726
 SM0726.The orthometric height was determined by differential leveling
 SM0726.and adjusted by the National Geodetic Survey in June 1991..
 SM0726
 SM0726.The geoid height was determined by GEOID03.
 SM0726
 SM0726.The dynamic height is computed by dividing the NAVD 88
 SM0726.geopotential number by the normal gravity value computed on the
 SM0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0726.degrees latitude (g = 980.6199 gals.).
 SM0726
 SM0726.The modeled gravity was interpolated from observed gravity values.
 SM0726
 SM0726;                    North         East    Units  Estimated Accuracy
 SM0726;SPC ND N     -    76,700.      749,590.      MT  (+/- 180 meters Scaled)
 SM0726
 SM0726                          SUPERSEDED SURVEY CONTROL
 SM0726
 SM0726  NGVD 29 (??/??/92)  467.872  (m)         1535.01   (f) ADJ UNCH    2 0
 SM0726
 SM0726.Superseded values are not recommended for survey control.
 SM0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0726.See file dsdata.txt to determine how the superseded data were derived.
 SM0726
 SM0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT369800(NAD 83)
 SM0726_MARKER: DB = BENCH MARK DISK
 SM0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0726_STAMPING: B 203 1935
 SM0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0726+STABILITY: SURFACE MOTION
 SM0726
 SM0726  HISTORY     - Date     Condition        Report By
 SM0726  HISTORY     - 1935     MONUMENTED       CGS
 SM0726  HISTORY     - 1963     GOOD             NGS
 SM0726
 SM0726                          STATION DESCRIPTION
 SM0726
 SM0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0726'16.05 MI SW FROM TOLNA.
 SM0726'10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0726'STATION AT TOLNA, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0726'0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 SM0726'GRAVELED ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 SM0726'0.45 MILE WEST ALONG A TRAIL ROAD, IN SECTION 31, T 149 N, R 61 W, 25
 SM0726'FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT 0.5 MILE EAST
 SM0726'OF THE EAST EDGE OF JOHNSON LAKE, 0.1 MILE SOUTH OF A LONE TREE, 4
 SM0726'FEET NORTH OF A FENCE, 1.0 FOOT SOUTH OF A WITNESS POST, AND SET IN
 SM0726'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0436 ***********************************************************************
 SM0436  DESIGNATION -  B 205
 SM0436  PID         -  SM0436
 SM0436  STATE/COUNTY-  ND/GRIGGS
 SM0436  USGS QUAD   -  SUTTON (1961)
 SM0436
 SM0436                         *CURRENT SURVEY CONTROL
 SM0436  ___________________________________________________________________
 SM0436* NAD 83(1986)-  47 22 33.     (N)    098 26 08.     (W)     SCALED    
 SM0436* NAVD 88     -       447.956  (meters)    1469.67   (feet)  ADJUSTED  
 SM0436  ___________________________________________________________________
 SM0436  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SM0436  DYNAMIC HT  -         447.999 (meters)    1469.81  (feet)  COMP
 SM0436  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 SM0436
 SM0436  VERT ORDER  -  SECOND    CLASS 0
 SM0436
 SM0436.The horizontal coordinates were scaled from a topographic map and have
 SM0436.an estimated accuracy of +/- 6 seconds.
 SM0436
 SM0436.The orthometric height was determined by differential leveling
 SM0436.and adjusted by the National Geodetic Survey in June 1991..
 SM0436
 SM0436.The geoid height was determined by GEOID03.
 SM0436
 SM0436.The dynamic height is computed by dividing the NAVD 88
 SM0436.geopotential number by the normal gravity value computed on the
 SM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0436.degrees latitude (g = 980.6199 gals.).
 SM0436
 SM0436.The modeled gravity was interpolated from observed gravity values.
 SM0436
 SM0436;                    North         East    Units  Estimated Accuracy
 SM0436;SPC ND N     -    43,880.      755,890.      MT  (+/- 180 meters Scaled)
 SM0436
 SM0436                          SUPERSEDED SURVEY CONTROL
 SM0436
 SM0436  NGVD 29 (??/??/92)  447.592  (m)         1468.47   (f) ADJ UNCH    2 0
 SM0436
 SM0436.Superseded values are not recommended for survey control.
 SM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0436.See file dsdata.txt to determine how the superseded data were derived.
 SM0436
 SM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT426470(NAD 83)
 SM0436_MARKER: DB = BENCH MARK DISK
 SM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0436_STAMPING: B 205 1935
 SM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0436+STABILITY: SURFACE MOTION
 SM0436
 SM0436  HISTORY     - Date     Condition        Report By
 SM0436  HISTORY     - 1935     MONUMENTED       CGS
 SM0436
 SM0436                          STATION DESCRIPTION
 SM0436
 SM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0436'0.3 MI E FROM SUTTON.
 SM0436'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0436'SUTTON, GRIGGS COUNTY, 1.6 MILES SOUTH ALONG A SECTION-LINE ROAD.  IN
 SM0436'SECTION 16, T. 145 N., R. 61 W., 75.8 FEET SOUTHEAST OF THE SOUTHEAST
 SM0436'CORNER OF THE EDWYN BAILEY FARMHOUSE, AT A ROAD JUNCTION, 49.2 FEET
 SM0436'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 14.6 FEET NORTH OF
 SM0436'THE CENTERLINE OF THE ROAD LEADING TO A FARMYARD, AND 5.8 FEET EAST OF
 SM0436'A SMALL POPLAR TREE.  A STANDARD DISK, STAMPED B 205 1935 AND SET IN
 SM0436'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0570 ***********************************************************************
 SM0570  DESIGNATION -  B 206
 SM0570  PID         -  SM0570
 SM0570  STATE/COUNTY-  ND/FOSTER
 SM0570  USGS QUAD   -  BORDULAC SW (1951)
 SM0570
 SM0570                         *CURRENT SURVEY CONTROL
 SM0570  ___________________________________________________________________
 SM0570* NAD 83(1986)-  47 21 21.     (N)    098 52 59.     (W)     SCALED    
 SM0570* NAVD 88     -       465.853  (meters)    1528.39   (feet)  ADJUSTED  
 SM0570  ___________________________________________________________________
 SM0570  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 SM0570  DYNAMIC HT  -         465.900 (meters)    1528.54  (feet)  COMP
 SM0570  MODELED GRAV-     980,699.9   (mgal)                       NAVD 88
 SM0570
 SM0570  VERT ORDER  -  SECOND    CLASS 0
 SM0570
 SM0570.The horizontal coordinates were scaled from a topographic map and have
 SM0570.an estimated accuracy of +/- 6 seconds.
 SM0570
 SM0570.The orthometric height was determined by differential leveling
 SM0570.and adjusted by the National Geodetic Survey in June 1991..
 SM0570
 SM0570.The geoid height was determined by GEOID03.
 SM0570
 SM0570.The dynamic height is computed by dividing the NAVD 88
 SM0570.geopotential number by the normal gravity value computed on the
 SM0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0570.degrees latitude (g = 980.6199 gals.).
 SM0570
 SM0570.The modeled gravity was interpolated from observed gravity values.
 SM0570
 SM0570;                    North         East    Units  Estimated Accuracy
 SM0570;SPC ND N     -    40,850.      722,150.      MT  (+/- 180 meters Scaled)
 SM0570
 SM0570                          SUPERSEDED SURVEY CONTROL
 SM0570
 SM0570  NGVD 29 (??/??/92)  465.479  (m)         1527.16   (f) ADJ UNCH    2 0
 SM0570
 SM0570.Superseded values are not recommended for survey control.
 SM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0570.See file dsdata.txt to determine how the superseded data were derived.
 SM0570
 SM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT088447(NAD 83)
 SM0570_MARKER: DB = BENCH MARK DISK
 SM0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0570_STAMPING: B-206 1935
 SM0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0570+STABILITY: SURFACE MOTION
 SM0570
 SM0570  HISTORY     - Date     Condition        Report By
 SM0570  HISTORY     - 1935     MONUMENTED       CGS
 SM0570  HISTORY     - 1961     GOOD             NGS
 SM0570
 SM0570                          STATION DESCRIPTION
 SM0570
 SM0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0570'6.0 MI SE FROM BORDULAC.
 SM0570'2 MILES SOUTH OF, THENCE 4 MILES EAST, ALONG SECTION ROAD, FROM
 SM0570'BORDULAC HIGH SCHOOL RS 65 W AND 64 W, T 145 N, SEC. 24, AT CORNER OF
 SM0570'SECTIONS 24, 25, 19, 30.  ABOUT 0.2 MILE SOUTHEAST OF F. MULTZ FARM
 SM0570'HOUSE.  54 FEET NORTHWEST OF CENTERLINE OF INTERSECTION OF TWO ROADS.
 SM0570'38 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  38 FEET WEST OF
 SM0570'CENTERLINE OF NORTH-SOUTH ROAD.  3.6 FEET NORTHWEST OF SOUTHEAST
 SM0570'CORNER OF FENCE.  2.4 FEET NORTH OF EAST-WEST FENCE.  TABLET SET IN
 SM0570'PRECAST CONCRETE POST.
 SM0570
 SM0570                          STATION RECOVERY (1961)
 SM0570
 SM0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SM0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0473 ***********************************************************************
 SM0473  DESIGNATION -  B 207
 SM0473  PID         -  SM0473
 SM0473  STATE/COUNTY-  ND/BARNES
 SM0473  USGS QUAD   -  LEAL (1961)
 SM0473
 SM0473                         *CURRENT SURVEY CONTROL
 SM0473  ___________________________________________________________________
 SM0473* NAD 83(1986)-  47 05 45.     (N)    098 15 22.     (W)     SCALED    
 SM0473* NAVD 88     -       437.954  (meters)    1436.85   (feet)  ADJUSTED  
 SM0473  ___________________________________________________________________
 SM0473  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SM0473  DYNAMIC HT  -         437.981 (meters)    1436.94  (feet)  COMP
 SM0473  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 SM0473
 SM0473  VERT ORDER  -  SECOND    CLASS 0
 SM0473
 SM0473.The horizontal coordinates were scaled from a topographic map and have
 SM0473.an estimated accuracy of +/- 6 seconds.
 SM0473
 SM0473.The orthometric height was determined by differential leveling
 SM0473.and adjusted by the National Geodetic Survey in June 1991..
 SM0473
 SM0473.The geoid height was determined by GEOID03.
 SM0473
 SM0473.The dynamic height is computed by dividing the NAVD 88
 SM0473.geopotential number by the normal gravity value computed on the
 SM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0473.degrees latitude (g = 980.6199 gals.).
 SM0473
 SM0473.The modeled gravity was interpolated from observed gravity values.
 SM0473
 SM0473;                    North         East    Units  Estimated Accuracy
 SM0473;SPC ND S     -   161,300.      770,320.      MT  (+/- 180 meters Scaled)
 SM0473
 SM0473                          SUPERSEDED SURVEY CONTROL
 SM0473
 SM0473  NGVD 29 (??/??/92)  437.59   (m)         1435.7    (f) COMPUTED    2 0
 SM0473
 SM0473.Superseded values are not recommended for survey control.
 SM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0473.See file dsdata.txt to determine how the superseded data were derived.
 SM0473
 SM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT564160(NAD 83)
 SM0473_MARKER: DB = BENCH MARK DISK
 SM0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0473_STAMPING: B-207 1935
 SM0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0473+STABILITY: SURFACE MOTION
 SM0473
 SM0473  HISTORY     - Date     Condition        Report By
 SM0473  HISTORY     - 1935     MONUMENTED       CGS
 SM0473
 SM0473                          STATION DESCRIPTION
 SM0473
 SM0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0473'4.3 MI NW FROM ROGERS.
 SM0473'1.6 MILE NORTH ALONG N. P. R. R. AND 2.7 MILES WEST ALONG ST. HWY. NO.
 SM0473'9, FROM NORTHERN PACIFIC RY. STATION T 142 N, R 60 W, S. E. CORNER OF
 SM0473'SEC. 22.  MARK SET AT A WOODED PLACE.  50.3 FEET NORTHWEST OF
 SM0473'CENTERLINE OF INTERSECTION OF ST. HWY. NO. 9 AND CROSS ROAD.  38.6
 SM0473'FEET NORTH OF CENTERLINE OF ST. HWY. NO. 9.  19.2 FEET NORTHWEST OF
 SM0473'NORTH END OF WEST HEADWALL OF CONCRETE CULVERT.  8.5 FT. NORTHWEST OF
 SM0473'POWER POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0474 ***********************************************************************
 SM0474  DESIGNATION -  B 207 RESET
 SM0474  PID         -  SM0474
 SM0474  STATE/COUNTY-  ND/BARNES
 SM0474  USGS QUAD   -  LEAL (1961)
 SM0474
 SM0474                         *CURRENT SURVEY CONTROL
 SM0474  ___________________________________________________________________
 SM0474* NAD 83(1986)-  47 05 45.     (N)    098 15 22.     (W)     SCALED    
 SM0474* NAVD 88     -       438.07   (+/-2cm)    1437.2    (feet)  VERTCON   
 SM0474  ___________________________________________________________________
 SM0474  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 SM0474
 SM0474  VERT ORDER  -  THIRD (See Below)
 SM0474
 SM0474.The horizontal coordinates were scaled from a topographic map and have
 SM0474.an estimated accuracy of +/- 6 seconds.
 SM0474
 SM0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0474.The vertical order pertains to the NGVD 29 superseded value.
 SM0474
 SM0474.The geoid height was determined by GEOID03.
 SM0474
 SM0474;                    North         East    Units  Estimated Accuracy
 SM0474;SPC ND S     -   161,300.      770,320.      MT  (+/- 180 meters Scaled)
 SM0474
 SM0474                          SUPERSEDED SURVEY CONTROL
 SM0474
 SM0474  NGVD 29 (??/??/??)  437.71   (m)         1436.1    (f) RESET       3  
 SM0474
 SM0474.Superseded values are not recommended for survey control.
 SM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0474.See file dsdata.txt to determine how the superseded data were derived.
 SM0474
 SM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT564160(NAD 83)
 SM0474_MARKER: DB = BENCH MARK DISK
 SM0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0474_STAMPING: B 207 RESET 1961
 SM0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0474+STABILITY: SURFACE MOTION
 SM0474
 SM0474  HISTORY     - Date     Condition        Report By
 SM0474  HISTORY     - 1961     MONUMENTED       CGS
 SM0474
 SM0474                          STATION DESCRIPTION
 SM0474
 SM0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0474'4.3 MI NW FROM ROGERS.
 SM0474'THIS MARK IS LOCATED 1.6 MILES NORTH ALONG THE NORTHERN PACIFIC
 SM0474'RAILWAY FROM THE STATION AT ROGERS, THENCE 2.7 MILES WEST ALONG STATE
 SM0474'HIGHWAY 9, IN THE NORTHWEST ANGLE OF CROSSROADS, NEAR THE SOUTHEAST
 SM0474'CORNER OF A GROVE, ABOUT 99 FEET NORTH OF THE CENTERLINE OF THE
 SM0474'HIGHWAY, ABOUT 36 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD
 SM0474'AND 1-1/2 FEET SOUTH OF A STEEL POST WITH THE LETTERS US PAINTED ON
 SM0474'IT, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 SM0474'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0464 ***********************************************************************
 SM0464  DESIGNATION -  B 208
 SM0464  PID         -  SM0464
 SM0464  STATE/COUNTY-  ND/BARNES
 SM0464  USGS QUAD   -  LEAL (1961)
 SM0464
 SM0464                         *CURRENT SURVEY CONTROL
 SM0464  ___________________________________________________________________
 SM0464* NAD 83(1986)-  47 03 08.     (N)    098 20 27.     (W)     SCALED    
 SM0464* NAVD 88     -       440.717  (meters)    1445.92   (feet)  ADJUSTED  
 SM0464  ___________________________________________________________________
 SM0464  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0464  DYNAMIC HT  -         440.744 (meters)    1446.01  (feet)  COMP
 SM0464  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 SM0464
 SM0464  VERT ORDER  -  SECOND    CLASS 0
 SM0464
 SM0464.The horizontal coordinates were scaled from a topographic map and have
 SM0464.an estimated accuracy of +/- 6 seconds.
 SM0464
 SM0464.The orthometric height was determined by differential leveling
 SM0464.and adjusted by the National Geodetic Survey in June 1991..
 SM0464
 SM0464.The geoid height was determined by GEOID03.
 SM0464
 SM0464.The dynamic height is computed by dividing the NAVD 88
 SM0464.geopotential number by the normal gravity value computed on the
 SM0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0464.degrees latitude (g = 980.6199 gals.).
 SM0464
 SM0464.The modeled gravity was interpolated from observed gravity values.
 SM0464
 SM0464;                    North         East    Units  Estimated Accuracy
 SM0464;SPC ND S     -   156,270.      764,030.      MT  (+/- 180 meters Scaled)
 SM0464
 SM0464                          SUPERSEDED SURVEY CONTROL
 SM0464
 SM0464  NGVD 29 (??/??/92)  440.347  (m)         1444.71   (f) ADJ UNCH    2 0
 SM0464
 SM0464.Superseded values are not recommended for survey control.
 SM0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0464.See file dsdata.txt to determine how the superseded data were derived.
 SM0464
 SM0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT500111(NAD 83)
 SM0464_MARKER: DB = BENCH MARK DISK
 SM0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0464_STAMPING: B 208 1935
 SM0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0464+STABILITY: SURFACE MOTION
 SM0464
 SM0464  HISTORY     - Date     Condition        Report By
 SM0464  HISTORY     - 1935     MONUMENTED       CGS
 SM0464  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0464
 SM0464                          STATION DESCRIPTION
 SM0464
 SM0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0464'4.6 MI SW FROM LEAL.
 SM0464'3.6 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE BANK OF LEAL AT
 SM0464'LEAL, BARNES COUNTY, THENCE 1.0 MILE WEST ALONG A SECTION-LINE ROAD.
 SM0464'AT THE SOUTHEAST CORNER OF SECTION 1, T. 141 N., R. 61 W., AT A ROAD
 SM0464'INTERSECTION, 44.1 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 SM0464'21.9 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 2.7 FEET
 SM0464'WEST OF THE SOUTHEAST CORNER OF A FIELD FENCE, AND 1 FOOT NORTH OF THE
 SM0464'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 208 1935 AND SET IN
 SM0464'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0125 ***********************************************************************
 RS0125  DESIGNATION -  B 21 RESET
 RS0125  PID         -  RS0125
 RS0125  STATE/COUNTY-  ND/STARK
 RS0125  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0125
 RS0125                         *CURRENT SURVEY CONTROL
 RS0125  ___________________________________________________________________
 RS0125* NAD 83(1986)-  46 48 26.     (N)    102 47 22.     (W)     SCALED    
 RS0125* NAVD 88     -       787.38   (+/-2cm)    2583.3    (feet)  VERTCON   
 RS0125  ___________________________________________________________________
 RS0125  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RS0125
 RS0125  VERT ORDER  -  THIRD (See Below)
 RS0125
 RS0125.The horizontal coordinates were scaled from a topographic map and have
 RS0125.an estimated accuracy of +/- 6 seconds.
 RS0125
 RS0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0125.The vertical order pertains to the NGVD 29 superseded value.
 RS0125
 RS0125.The geoid height was determined by GEOID03.
 RS0125
 RS0125;                    North         East    Units  Estimated Accuracy
 RS0125;SPC ND S     -   129,330.      425,290.      MT  (+/- 180 meters Scaled)
 RS0125
 RS0125                          SUPERSEDED SURVEY CONTROL
 RS0125
 RS0125  NGVD 29 (11/04/04)  786.85   (m)         2581.5    (f) RESET       3  
 RS0125
 RS0125.Superseded values are not recommended for survey control.
 RS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0125.See file dsdata.txt to determine how the superseded data were derived.
 RS0125
 RS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM686861(NAD 83)
 RS0125_MARKER: DB = BENCH MARK DISK
 RS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0125_STAMPING: B 21 RESET 1939
 RS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0125+STABILITY: SURFACE MOTION
 RS0125
 RS0125  HISTORY     - Date     Condition        Report By
 RS0125  HISTORY     - 1939     MONUMENTED       NDHD
 RS0125  HISTORY     - 1948     GOOD             NGS
 RS0125  HISTORY     - 1978     GOOD             NGS
 RS0125
 RS0125                          STATION DESCRIPTION
 RS0125
 RS0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RS0125'5.1 MI S FROM DICKINSON.
 RS0125'5.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM DICKINSON, STARK COUNTY,
 RS0125'0.2 MILE NORTH OF THE SOUTHWEST CORNER OF SECTION 34, T 138 N, R 96 W,
 RS0125'AND A ROAD LEADING TO THE AIRPORT, 290 FEET SOUTH OF A CHEVROLET SIGN,
 RS0125'98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE
 RS0125'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 21 RESET 1939 AND SET
 RS0125'IN THE TOP OF A CONCRETE POST.
 RS0125
 RS0125                          STATION RECOVERY (1978)
 RS0125
 RS0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RS0125'ABOUT 5.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM RAILROAD OVERPASS
 RS0125'IN DICKINSON 98 FEET EAST OF CENTER OF STATE HIGHWAY 22, 1.8 FEET
 RS0125'WEST OF FENCE AND 1.4 FEET SOUTH OF WITNESS POST. A STANDARD DISK SET
 RS0125'IN TOP OF 10 INCH SQUARE CONCRETE POST PROJECTING ABOUT INCHES ABOVE
 RS0125'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0424 ***********************************************************************
 TE0424  DESIGNATION -  B 211
 TE0424  PID         -  TE0424
 TE0424  STATE/COUNTY-  ND/WALSH
 TE0424  USGS QUAD   -  EDMORE NE (1972)
 TE0424
 TE0424                         *CURRENT SURVEY CONTROL
 TE0424  ___________________________________________________________________
 TE0424* NAD 83(1986)-  48 29 07.     (N)    098 17 49.     (W)     SCALED    
 TE0424* NAVD 88     -       485.039  (meters)    1591.33   (feet)  ADJUSTED  
 TE0424  ___________________________________________________________________
 TE0424  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 TE0424  DYNAMIC HT  -         485.133 (meters)    1591.64  (feet)  COMP
 TE0424  MODELED GRAV-     980,788.9   (mgal)                       NAVD 88
 TE0424
 TE0424  VERT ORDER  -  SECOND    CLASS 0
 TE0424
 TE0424.The horizontal coordinates were scaled from a topographic map and have
 TE0424.an estimated accuracy of +/- 6 seconds.
 TE0424
 TE0424.The orthometric height was determined by differential leveling
 TE0424.and adjusted by the National Geodetic Survey in June 1991..
 TE0424
 TE0424.The geoid height was determined by GEOID03.
 TE0424
 TE0424.The dynamic height is computed by dividing the NAVD 88
 TE0424.geopotential number by the normal gravity value computed on the
 TE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0424.degrees latitude (g = 980.6199 gals.).
 TE0424
 TE0424.The modeled gravity was interpolated from observed gravity values.
 TE0424
 TE0424;                    North         East    Units  Estimated Accuracy
 TE0424;SPC ND N     -   167,470.      762,830.      MT  (+/- 180 meters Scaled)
 TE0424
 TE0424                          SUPERSEDED SURVEY CONTROL
 TE0424
 TE0424  NGVD 29 (??/??/92)  484.654  (m)         1590.07   (f) ADJ UNCH    2 0
 TE0424
 TE0424.Superseded values are not recommended for survey control.
 TE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0424.See file dsdata.txt to determine how the superseded data were derived.
 TE0424
 TE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU519704(NAD 83)
 TE0424_MARKER: DB = BENCH MARK DISK
 TE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0424_STAMPING: B 211 1935
 TE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0424+STABILITY: SURFACE MOTION
 TE0424
 TE0424  HISTORY     - Date     Condition        Report By
 TE0424  HISTORY     - 1935     MONUMENTED       CGS
 TE0424  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0424
 TE0424                          STATION DESCRIPTION
 TE0424
 TE0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0424'3.0 MI W FROM FAIRDALE.
 TE0424'3.1 MILES WEST ALONG COUNTY ROAD 9 FROM FAIRDALE, WALSH COUNTY, AT THE
 TE0424'NORTHEAST CORNER OF SEC. 30, T 158 N., R 59 W., AT A SECTION-LINE ROAD
 TE0424'CROSSING, 33.7 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 55.0
 TE0424'FEET WEST OF THE CENTERLINE OF THE SECTION-LINE ROAD, 2.6 FEET EAST OF
 TE0424'A POLE, AT THE NORTH EDGE OF A ROCK PILE, AND 0.6 FOOT SOUTH OF A
 TE0424'WHITE MARKER POST.  A STANDARD DISK, STAMPED B 211 1935 AND SET IN THE
 TE0424'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND. NOTE--
 TE0424'IT IS BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION AS
 TE0424'MEASUREMENTS GIVEN WOULD PLACE THE MARK IN THE CENTER OF THE SIDE
 TE0424'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0290 ***********************************************************************
 RR0290  DESIGNATION -  B 212
 RR0290  PID         -  RR0290
 RR0290  STATE/COUNTY-  ND/BURLEIGH
 RR0290  USGS QUAD   -  BISMARCK (1976)
 RR0290
 RR0290                         *CURRENT SURVEY CONTROL
 RR0290  ___________________________________________________________________
 RR0290* NAD 83(1986)-  46 50 16.     (N)    100 45 06.     (W)     SCALED    
 RR0290* NAVD 88     -       519.745  (meters)    1705.20   (feet)  ADJUSTED  
 RR0290  ___________________________________________________________________
 RR0290  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RR0290  DYNAMIC HT  -         519.752 (meters)    1705.22  (feet)  COMP
 RR0290  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RR0290
 RR0290  VERT ORDER  -  FIRST     CLASS II
 RR0290
 RR0290.The horizontal coordinates were scaled from a topographic map and have
 RR0290.an estimated accuracy of +/- 6 seconds.
 RR0290
 RR0290.The orthometric height was determined by differential leveling
 RR0290.and adjusted by the National Geodetic Survey in June 1991..
 RR0290
 RR0290.The geoid height was determined by GEOID03.
 RR0290
 RR0290.The dynamic height is computed by dividing the NAVD 88
 RR0290.geopotential number by the normal gravity value computed on the
 RR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0290.degrees latitude (g = 980.6199 gals.).
 RR0290
 RR0290.The modeled gravity was interpolated from observed gravity values.
 RR0290
 RR0290;                    North         East    Units  Estimated Accuracy
 RR0290;SPC ND S     -   130,210.      580,800.      MT  (+/- 180 meters Scaled)
 RR0290
 RR0290                          SUPERSEDED SURVEY CONTROL
 RR0290
 RR0290  NGVD 29 (??/??/92)  519.324  (m)         1703.82   (f) ADJ UNCH    1 2
 RR0290
 RR0290.Superseded values are not recommended for survey control.
 RR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0290.See file dsdata.txt to determine how the superseded data were derived.
 RR0290
 RR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS664886(NAD 83)
 RR0290_MARKER: DB = BENCH MARK DISK
 RR0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0290_STAMPING: B 212 1962
 RR0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0290+STABILITY: SURFACE MOTION
 RR0290
 RR0290  HISTORY     - Date     Condition        Report By
 RR0290  HISTORY     - 1962     MONUMENTED       CGS
 RR0290  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0290
 RR0290                          STATION DESCRIPTION
 RR0290
 RR0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0290'4.4 MI NE FROM BISMARCK.
 RR0290'ABOUT 4.4 MILE NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0290'STATION AT BISMARCK, ACROSS THE TRACK FROM MILEPOST 556, AT A ROAD
 RR0290'CROSSING, 99 FEET EAST NORTHEAST AND ACROSS THE TRACK FROM THE
 RR0290'MILEPOST, 77 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 53 FEET
 RR0290'EAST OF THE EAST RAIL, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 RR0290'1.6 FEET WEST OF A WITNESS POST, 1.5 FEET NORTH OF A FENCE CORNER,
 RR0290'ABOUT 3 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 RR0290'PROJECTING 0.5 FOOT.
 RR0290
 RR0290                          STATION RECOVERY (1982)
 RR0290
 RR0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0136 ***********************************************************************
 SN0136  DESIGNATION -  B 213
 SN0136  PID         -  SN0136
 SN0136  STATE/COUNTY-  ND/MCLEAN
 SN0136  USGS QUAD   -  SANGER (1966)
 SN0136
 SN0136                         *CURRENT SURVEY CONTROL
 SN0136  ___________________________________________________________________
 SN0136* NAD 83(1986)-  47 14 50.     (N)    100 54 16.     (W)     SCALED    
 SN0136* NAVD 88     -       520.214  (meters)    1706.74   (feet)  ADJUSTED  
 SN0136  ___________________________________________________________________
 SN0136  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SN0136  DYNAMIC HT  -         520.238 (meters)    1706.81  (feet)  COMP
 SN0136  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 SN0136
 SN0136  VERT ORDER  -  FIRST     CLASS II
 SN0136
 SN0136.The horizontal coordinates were scaled from a topographic map and have
 SN0136.an estimated accuracy of +/- 6 seconds.
 SN0136
 SN0136.The orthometric height was determined by differential leveling
 SN0136.and adjusted by the National Geodetic Survey in June 1991..
 SN0136
 SN0136.The geoid height was determined by GEOID03.
 SN0136
 SN0136.The dynamic height is computed by dividing the NAVD 88
 SN0136.geopotential number by the normal gravity value computed on the
 SN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0136.degrees latitude (g = 980.6199 gals.).
 SN0136
 SN0136.The modeled gravity was interpolated from observed gravity values.
 SN0136
 SN0136;                    North         East    Units  Estimated Accuracy
 SN0136;SPC ND N     -    27,570.      569,380.      MT  (+/- 180 meters Scaled)
 SN0136
 SN0136                          SUPERSEDED SURVEY CONTROL
 SN0136
 SN0136  NGVD 29 (??/??/92)  519.795  (m)         1705.36   (f) ADJ UNCH    1 2
 SN0136
 SN0136.Superseded values are not recommended for survey control.
 SN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0136.See file dsdata.txt to determine how the superseded data were derived.
 SN0136
 SN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT558343(NAD 83)
 SN0136_MARKER: DB = BENCH MARK DISK
 SN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0136_STAMPING: B 213 1962
 SN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0136+STABILITY: SURFACE MOTION
 SN0136
 SN0136  HISTORY     - Date     Condition        Report By
 SN0136  HISTORY     - 1962     MONUMENTED       CGS
 SN0136
 SN0136                          STATION DESCRIPTION
 SN0136
 SN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0136'7.05 MI SE FROM WASHBURN.
 SN0136'ABOUT 7.05 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0136'AT WASHBURN, 4 POLES SOUTHWEST OF MILEPOLE NO 523, 39 FEET WEST OF A
 SN0136'TELEGRAPH POLE, 13 FEET SOUTH OF THE SOUTH RAIL, 11 FEET WEST OF THE
 SN0136'CENTERLINE OF A DRAINAGE DITCH, 1.5 FEET WEST OF A WITNESS POST, ABOUT
 SN0136'1 FOOT LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0136'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0522 ***********************************************************************
 SN0522  DESIGNATION -  B 214
 SN0522  PID         -  SN0522
 SN0522  STATE/COUNTY-  ND/MCLEAN
 SN0522  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0522
 SN0522                         *CURRENT SURVEY CONTROL
 SN0522  ___________________________________________________________________
 SN0522* NAD 83(1986)-  47 37 21.     (N)    101 16 28.     (W)     SCALED    
 SN0522* NAVD 88     -       568.302  (meters)    1864.50   (feet)  ADJUSTED  
 SN0522  ___________________________________________________________________
 SN0522  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SN0522  DYNAMIC HT  -         568.351 (meters)    1864.66  (feet)  COMP
 SN0522  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SN0522
 SN0522  VERT ORDER  -  FIRST     CLASS II
 SN0522
 SN0522.The horizontal coordinates were scaled from a topographic map and have
 SN0522.an estimated accuracy of +/- 6 seconds.
 SN0522
 SN0522.The orthometric height was determined by differential leveling
 SN0522.and adjusted by the National Geodetic Survey in June 1991..
 SN0522.WARNING-Repeat measurements at this control monument indicate possible
 SN0522.vertical movement.
 SN0522
 SN0522.The geoid height was determined by GEOID03.
 SN0522
 SN0522.The dynamic height is computed by dividing the NAVD 88
 SN0522.geopotential number by the normal gravity value computed on the
 SN0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0522.degrees latitude (g = 980.6199 gals.).
 SN0522
 SN0522.The modeled gravity was interpolated from observed gravity values.
 SN0522
 SN0522;                    North         East    Units  Estimated Accuracy
 SN0522;SPC ND N     -    69,500.      541,790.      MT  (+/- 180 meters Scaled)
 SN0522
 SN0522                          SUPERSEDED SURVEY CONTROL
 SN0522
 SN0522.No superseded survey control is available for this station.
 SN0522
 SN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT291768(NAD 83)
 SN0522_MARKER: DB = BENCH MARK DISK
 SN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0522_STAMPING: B 214 1962
 SN0522_MARK LOGO: CGS   
 SN0522_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0522+STABILITY: SURFACE MOTION
 SN0522
 SN0522  HISTORY     - Date     Condition        Report By
 SN0522  HISTORY     - 1962     MONUMENTED       CGS
 SN0522  HISTORY     - 1971     GOOD             NGS
 SN0522  HISTORY     - 1982     GOOD             NGS
 SN0522
 SN0522                          STATION DESCRIPTION
 SN0522
 SN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0522'6.6 MI NW FROM COLEHARBOR.
 SN0522'ABOUT 6.6 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0522'AT COLEHARBOR, 3 POLES NORTHWEST OF MILEPOLE 489, 28 FEET NORTH OF THE
 SN0522'NORTH RAIL, 142 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.7 FEET
 SN0522'NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 5
 SN0522'FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0522'PROJECTING 0.6 FOOT.
 SN0522
 SN0522                          STATION RECOVERY (1971)
 SN0522
 SN0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SN0522'RECOVERED IN GOOD CONDITION.
 SN0522
 SN0522                          STATION RECOVERY (1982)
 SN0522
 SN0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0522'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0522'21.7 KM (13.5 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0522'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, THENCE 0.7 KM (0.45 MI)
 SN0522'NORTHWEST ALONG THE SOO LINE RAILROAD, 0.2 KM (0.1 MI) NORTHWEST OF
 SN0522'RAILROAD MILEPOST 489, 43.3 METERS (142.1 FT) SOUTH OF THE CENTERLINE
 SN0522'OF A PAVED ROAD, 8.6 METERS (28.2 FT) NORTH OF THE NEAR RAIL AND 1.2
 SN0522'METERS (3.9 FT) NORTH OF A UTILITY POLE.
 SN0522'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 SN0522'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0464 ***********************************************************************
 SN0464  DESIGNATION -  B 215
 SN0464  PID         -  SN0464
 SN0464  STATE/COUNTY-  ND/WARD
 SN0464  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0464
 SN0464                         *CURRENT SURVEY CONTROL
 SN0464  ___________________________________________________________________
 SN0464* NAD 83(1986)-  47 51 11.     (N)    101 29 12.     (W)     SCALED    
 SN0464* NAVD 88     -       620.294  (meters)    2035.08   (feet)  ADJUSTED  
 SN0464  ___________________________________________________________________
 SN0464  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN0464  DYNAMIC HT  -         620.365 (meters)    2035.31  (feet)  COMP
 SN0464  MODELED GRAV-     980,706.5   (mgal)                       NAVD 88
 SN0464
 SN0464  VERT ORDER  -  SECOND    CLASS 0
 SN0464
 SN0464.The horizontal coordinates were scaled from a topographic map and have
 SN0464.an estimated accuracy of +/- 6 seconds.
 SN0464
 SN0464.The orthometric height was determined by differential leveling
 SN0464.and adjusted by the National Geodetic Survey in June 1991..
 SN0464
 SN0464.The geoid height was determined by GEOID03.
 SN0464
 SN0464.The dynamic height is computed by dividing the NAVD 88
 SN0464.geopotential number by the normal gravity value computed on the
 SN0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0464.degrees latitude (g = 980.6199 gals.).
 SN0464
 SN0464.The modeled gravity was interpolated from observed gravity values.
 SN0464
 SN0464;                    North         East    Units  Estimated Accuracy
 SN0464;SPC ND N     -    95,320.      526,170.      MT  (+/- 180 meters Scaled)
 SN0464
 SN0464                          SUPERSEDED SURVEY CONTROL
 SN0464
 SN0464  NGVD 29 (??/??/92)  619.890  (m)         2033.76   (f) ADJ UNCH    2 0
 SN0464
 SN0464.Superseded values are not recommended for survey control.
 SN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0464.See file dsdata.txt to determine how the superseded data were derived.
 SN0464
 SN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU139029(NAD 83)
 SN0464_MARKER: DB = BENCH MARK DISK
 SN0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0464_STAMPING: B 215 1962
 SN0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0464+STABILITY: SURFACE MOTION
 SN0464
 SN0464  HISTORY     - Date     Condition        Report By
 SN0464  HISTORY     - 1962     MONUMENTED       CGS
 SN0464
 SN0464                          STATION DESCRIPTION
 SN0464
 SN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0464'1 MI SE FROM DOUGLAS.
 SN0464'ABOUT 1 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0464'DOUGLAS, 3 POLES SOUTHEAST AND ACROSS THE TRACK FROM MILEPOLE 477, 50
 SN0464'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF A TELEGRAPH
 SN0464'POLE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 7 FEET LOWER THAN THE
 SN0464'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1047 ***********************************************************************
 SN1047  DESIGNATION -  B 216
 SN1047  PID         -  SN1047
 SN1047  STATE/COUNTY-  ND/MOUNTRAIL
 SN1047  USGS QUAD   -  WABEK (1980)
 SN1047
 SN1047                         *CURRENT SURVEY CONTROL
 SN1047  ___________________________________________________________________
 SN1047* NAD 83(1986)-  47 58 43.     (N)    101 56 10.     (W)     SCALED    
 SN1047* NAVD 88     -       623.597  (meters)    2045.92   (feet)  ADJUSTED  
 SN1047  ___________________________________________________________________
 SN1047  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 SN1047  DYNAMIC HT  -         623.684 (meters)    2046.20  (feet)  COMP
 SN1047  MODELED GRAV-     980,729.9   (mgal)                       NAVD 88
 SN1047
 SN1047  VERT ORDER  -  SECOND    CLASS 0
 SN1047
 SN1047.The horizontal coordinates were scaled from a topographic map and have
 SN1047.an estimated accuracy of +/- 6 seconds.
 SN1047
 SN1047.The orthometric height was determined by differential leveling
 SN1047.and adjusted by the National Geodetic Survey in June 1991..
 SN1047
 SN1047.The geoid height was determined by GEOID03.
 SN1047
 SN1047.The dynamic height is computed by dividing the NAVD 88
 SN1047.geopotential number by the normal gravity value computed on the
 SN1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1047.degrees latitude (g = 980.6199 gals.).
 SN1047
 SN1047.The modeled gravity was interpolated from observed gravity values.
 SN1047
 SN1047;                    North         East    Units  Estimated Accuracy
 SN1047;SPC ND N     -   109,800.      492,800.      MT  (+/- 180 meters Scaled)
 SN1047
 SN1047                          SUPERSEDED SURVEY CONTROL
 SN1047
 SN1047  NGVD 29 (??/??/92)  623.172  (m)         2044.52   (f) ADJ UNCH    2 0
 SN1047
 SN1047.Superseded values are not recommended for survey control.
 SN1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1047.See file dsdata.txt to determine how the superseded data were derived.
 SN1047
 SN1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU808180(NAD 83)
 SN1047_MARKER: DB = BENCH MARK DISK
 SN1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1047_STAMPING: B 216 1962
 SN1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1047+STABILITY: SURFACE MOTION
 SN1047
 SN1047  HISTORY     - Date     Condition        Report By
 SN1047  HISTORY     - 1962     MONUMENTED       CGS
 SN1047  HISTORY     - 1963     GOOD             NGS
 SN1047
 SN1047                          STATION DESCRIPTION
 SN1047
 SN1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1047'7.05 MI NW FROM MAKOTI.
 SN1047'7.05 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1047'MAKOTI, 5 POLES SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 23, AT A
 SN1047'ROAD CROSSING, 54 FEET NORTHEAST OF THE CENTERLINE OF THE CROSSING, 41
 SN1047'FEET NORTH OF THE NORTH RAIL, 21.5 FEET EAST OF THE CENTERLINE OF THE
 SN1047'ROAD, 2.5 FEET WEST OF A TELEGRAPH POLE, 2.2 FEET SOUTH OF A WITNESS
 SN1047'POST, ABOUT 3 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF A
 SN1047'CONCRETE POST PROJECTING 0.5 FOOT.
 SN1047
 SN1047                          STATION RECOVERY (1963)
 SN1047
 SN1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1076 ***********************************************************************
 TF1076  DESIGNATION -  B 217
 TF1076  PID         -  TF1076
 TF1076  STATE/COUNTY-  ND/WARD
 TF1076  USGS QUAD   -  MINOT (1979)
 TF1076
 TF1076                         *CURRENT SURVEY CONTROL
 TF1076  ___________________________________________________________________
 TF1076* NAD 83(1986)-  48 14 04.     (N)    101 17 45.     (W)     SCALED    
 TF1076* NAVD 88     -       487.447  (meters)    1599.23   (feet)  ADJUSTED  
 TF1076  ___________________________________________________________________
 TF1076  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1076  DYNAMIC HT  -         487.526 (meters)    1599.49  (feet)  COMP
 TF1076  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 TF1076
 TF1076  VERT ORDER  -  FIRST     CLASS II
 TF1076
 TF1076.The horizontal coordinates were scaled from a topographic map and have
 TF1076.an estimated accuracy of +/- 6 seconds.
 TF1076
 TF1076.The orthometric height was determined by differential leveling
 TF1076.and adjusted by the National Geodetic Survey in June 1991..
 TF1076
 TF1076.The geoid height was determined by GEOID03.
 TF1076
 TF1076.The dynamic height is computed by dividing the NAVD 88
 TF1076.geopotential number by the normal gravity value computed on the
 TF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1076.degrees latitude (g = 980.6199 gals.).
 TF1076
 TF1076.The modeled gravity was interpolated from observed gravity values.
 TF1076
 TF1076;                    North         East    Units  Estimated Accuracy
 TF1076;SPC ND N     -   137,550.      540,890.      MT  (+/- 180 meters Scaled)
 TF1076
 TF1076                          SUPERSEDED SURVEY CONTROL
 TF1076
 TF1076  NGVD 29 (??/??/92)  487.077  (m)         1598.02   (f) ADJ UNCH    1 2
 TF1076
 TF1076.Superseded values are not recommended for survey control.
 TF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1076.See file dsdata.txt to determine how the superseded data were derived.
 TF1076
 TF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU295449(NAD 83)
 TF1076_MARKER: DB = BENCH MARK DISK
 TF1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1076_SP_SET: BUILDING
 TF1076_STAMPING: B 217 1962
 TF1076_MARK LOGO: CGS   
 TF1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1076
 TF1076  HISTORY     - Date     Condition        Report By
 TF1076  HISTORY     - 1962     MONUMENTED       CGS
 TF1076  HISTORY     - 1982     GOOD             NGS
 TF1076
 TF1076                          STATION DESCRIPTION
 TF1076
 TF1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1076'IN MINOT.
 TF1076'AT THE INTERSECTION OF SECOND STREET, WHICH IS U.S. HIGHWAY 83, AND
 TF1076'SECOND AVENUE, IN MINOT.  SET VERTICAL IN THE NORTH FACE OF THE
 TF1076'NORTHWESTERN BELL TELEPHONE COMPANY BUILDING, AT THE NORTHWEST CORNER
 TF1076'OF THE BUILDING, 3.8 FEET EAST OF THE CORNER OF THE BUILDING, 1.8 FEET
 TF1076'ABOVE THE SIDEWALK, 2.5 FEET ABOVE THE STREET.  A VERTICAL.
 TF1076
 TF1076                          STATION RECOVERY (1982)
 TF1076
 TF1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1076'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 TF1076'EXCEPTION THAT SECOND AVENUE IS NOW SOUTH BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI2797 ***********************************************************************
 AI2797  DESIGNATION -  B 217 RESET
 AI2797  PID         -  AI2797
 AI2797  STATE/COUNTY-  ND/WARD
 AI2797  USGS QUAD   -  MINOT (1979)
 AI2797
 AI2797                         *CURRENT SURVEY CONTROL
 AI2797  ___________________________________________________________________
 AI2797* NAD 83(1986)-  48 14 04.     (N)    101 16 45.     (W)     SCALED    
 AI2797* NAVD 88     -       486.77   (meters)    1597.0    (feet)  RESET     
 AI2797  ___________________________________________________________________
 AI2797  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 AI2797
 AI2797  VERT ORDER  -  THIRD
 AI2797
 AI2797.The horizontal coordinates were scaled from a topographic map and have
 AI2797.an estimated accuracy of +/- 6 seconds.
 AI2797
 AI2797.The orthometric height was computed from unverified reset data.
 AI2797.No vertical observational check was made to the station.
 AI2797
 AI2797.The geoid height was determined by GEOID03.
 AI2797
 AI2797;                    North         East    Units  Estimated Accuracy
 AI2797;SPC ND N     -   137,540.      542,120.      MT  (+/- 180 meters Scaled)
 AI2797
 AI2797                          SUPERSEDED SURVEY CONTROL
 AI2797
 AI2797.No superseded survey control is available for this station.
 AI2797
 AI2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU307448(NAD 83)
 AI2797_MARKER: DV = VERTICAL CONTROL DISK
 AI2797_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2797_SP_SET: SIDEWALK
 AI2797_STAMPING: B 217 RESET 1997
 AI2797_MARK LOGO: NGS   
 AI2797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2797
 AI2797  HISTORY     - Date     Condition        Report By
 AI2797  HISTORY     - 1997     MONUMENTED       NGS
 AI2797
 AI2797                          STATION DESCRIPTION
 AI2797
 AI2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JA)
 AI2797'IN MINOT, AT THE SOUTHEAST CORNER OF SOUTH BROADWAY, WHICH IS U.S.
 AI2797'HIGHWAY 83, AND SECOND AVENUE SOUTHWEST THE ROADMARK IS SET IN THE
 AI2797'SIDEWALK.  16.1 FEET (4.9 M) NORTHEAST OF SIGNAL POLE, 17.3 FEET (5.3
 AI2797'M) SOUTHWEST OF FIRE HYDRANT, 3.0 FEET (0.9 M) NORTH OF SOUTH EDGE OF
 AI2797'SIDEWALK.  THE BUILDING ON WHICH THE MARK WAS SET WAS DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0207 ***********************************************************************
 SN0207  DESIGNATION -  B 219
 SN0207  PID         -  SN0207
 SN0207  STATE/COUNTY-  ND/MCLEAN
 SN0207  USGS QUAD   -  KIEF (1958)
 SN0207
 SN0207                         *CURRENT SURVEY CONTROL
 SN0207  ___________________________________________________________________
 SN0207* NAD 83(1986)-  47 50 11.     (N)    100 37 21.     (W)     SCALED    
 SN0207* NAVD 88     -       518.946  (meters)    1702.58   (feet)  ADJUSTED  
 SN0207  ___________________________________________________________________
 SN0207  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SN0207  DYNAMIC HT  -         519.003 (meters)    1702.76  (feet)  COMP
 SN0207  MODELED GRAV-     980,706.2   (mgal)                       NAVD 88
 SN0207
 SN0207  VERT ORDER  -  SECOND    CLASS 0
 SN0207
 SN0207.The horizontal coordinates were scaled from a topographic map and have
 SN0207.an estimated accuracy of +/- 6 seconds.
 SN0207
 SN0207.The orthometric height was determined by differential leveling
 SN0207.and adjusted by the National Geodetic Survey in June 1991..
 SN0207
 SN0207.The geoid height was determined by GEOID03.
 SN0207
 SN0207.The dynamic height is computed by dividing the NAVD 88
 SN0207.geopotential number by the normal gravity value computed on the
 SN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0207.degrees latitude (g = 980.6199 gals.).
 SN0207
 SN0207.The modeled gravity was interpolated from observed gravity values.
 SN0207
 SN0207;                    North         East    Units  Estimated Accuracy
 SN0207;SPC ND N     -    93,000.      590,830.      MT  (+/- 180 meters Scaled)
 SN0207
 SN0207                          SUPERSEDED SURVEY CONTROL
 SN0207
 SN0207  NGVD 29 (??/??/92)  518.552  (m)         1701.28   (f) ADJ UNCH    2 0
 SN0207
 SN0207.Superseded values are not recommended for survey control.
 SN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0207.See file dsdata.txt to determine how the superseded data were derived.
 SN0207
 SN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT785993(NAD 83)
 SN0207_MARKER: DB = BENCH MARK DISK
 SN0207_SETTING: 66 = SET IN ROCK OUTCROP
 SN0207_SP_SET: ROCK EDGE
 SN0207_STAMPING: B 219 1962
 SN0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN0207+STABILITY: POSITION/ELEVATION WELL
 SN0207
 SN0207  HISTORY     - Date     Condition        Report By
 SN0207  HISTORY     - 1962     MONUMENTED       CGS
 SN0207
 SN0207                          STATION DESCRIPTION
 SN0207
 SN0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0207'2.1 MI E FROM BUTTE.
 SN0207'ABOUT 2.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0207'RAILROAD FROM THE STATION AT BUTTE, ABOUT 0.2 MILE WEST OF MILEPOLE
 SN0207'433, NEAR THE CENTER OF A 25 FOOT HIGH CUT, SET IN THE TOP OF THE
 SN0207'NORTHEAST EDGE OF A ROCK THAT IS ABOUT 6 FEET LONG, AND ABOUT 2.5 FEET
 SN0207'WIDE, 58 FEET WEST AND ACROSS THE TRACK FROM A TELEGRAPH POLE, 14 FEET
 SN0207'SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT LEVEL WITH THE TRACK, A DISK
 SN0207'DRILLED IN HORIZONTALLY.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0207'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0351 ***********************************************************************
 RR0351  DESIGNATION -  B 22
 RR0351  PID         -  RR0351
 RR0351  STATE/COUNTY-  ND/MORTON
 RR0351  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0351
 RR0351                         *CURRENT SURVEY CONTROL
 RR0351  ___________________________________________________________________
 RR0351* NAD 83(1986)-  46 24 43.     (N)    101 17 55.     (W)     SCALED    
 RR0351* NAVD 88     -       669.010  (meters)    2194.91   (feet)  ADJUSTED  
 RR0351  ___________________________________________________________________
 RR0351  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 RR0351  DYNAMIC HT  -         668.991 (meters)    2194.85  (feet)  COMP
 RR0351  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 RR0351
 RR0351  VERT ORDER  -  FIRST     CLASS II
 RR0351
 RR0351.The horizontal coordinates were scaled from a topographic map and have
 RR0351.an estimated accuracy of +/- 6 seconds.
 RR0351
 RR0351.The orthometric height was determined by differential leveling
 RR0351.and adjusted by the National Geodetic Survey in June 1991..
 RR0351
 RR0351.The geoid height was determined by GEOID03.
 RR0351
 RR0351.The dynamic height is computed by dividing the NAVD 88
 RR0351.geopotential number by the normal gravity value computed on the
 RR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0351.degrees latitude (g = 980.6199 gals.).
 RR0351
 RR0351.The modeled gravity was interpolated from observed gravity values.
 RR0351
 RR0351;                    North         East    Units  Estimated Accuracy
 RR0351;SPC ND S     -    83,150.      538,600.      MT  (+/- 180 meters Scaled)
 RR0351
 RR0351                          SUPERSEDED SURVEY CONTROL
 RR0351
 RR0351  NGVD 29 (??/??/92)  668.538  (m)         2193.36   (f) ADJ UNCH    1 2
 RR0351
 RR0351.Superseded values are not recommended for survey control.
 RR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0351.See file dsdata.txt to determine how the superseded data were derived.
 RR0351
 RR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS233423(NAD 83)
 RR0351_MARKER: DB = BENCH MARK DISK
 RR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0351_SP_SET: CONCRETE POST
 RR0351_STAMPING: B 22 1933 2193.362
 RR0351_MARK LOGO: CGS   
 RR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0351+STABILITY: SURFACE MOTION
 RR0351
 RR0351  HISTORY     - Date     Condition        Report By
 RR0351  HISTORY     - 1933     MONUMENTED       CGS
 RR0351  HISTORY     - 1975     GOOD             USGS
 RR0351  HISTORY     - 1985     GOOD             NGS
 RR0351
 RR0351                          STATION DESCRIPTION
 RR0351
 RR0351'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0351'4.3 MI N FROM RALEIGH.
 RR0351'4.3 MILES NORTH ALONG STATE HIGHWAY 31 FROM RALEIGH, GRANT COUNTY, 2.1
 RR0351'MILES SOUTH OF THE JUNCTION OF HIGHWAYS 21 AND 31.  663 FT. NORTHEAST
 RR0351'OF A T-ROAD EAST TO A FARMHOUSE, 312 FT. WEST OF THE FARM HOUSE AND
 RR0351'342 FT. NORTH OF THE ROAD TO FARMHOUSE, AT THE WEST END OF THE
 RR0351'FARMYARD LAWN.  A STANDARD TABLET STAMPED AS ABOVE, SET IN A CONCRETE
 RR0351'POST PROJECTING 0.8 FT.
 RR0351
 RR0351                          STATION RECOVERY (1985)
 RR0351
 RR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0351'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 RR0351'ADD--15.5 METERS (51 FT) NORTH OF POWER POLE 24-34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0456 ***********************************************************************
 TF0456  DESIGNATION -  B 220
 TF0456  PID         -  TF0456
 TF0456  STATE/COUNTY-  ND/MCHENRY
 TF0456  USGS QUAD   -  VELVA (1949)
 TF0456
 TF0456                         *CURRENT SURVEY CONTROL
 TF0456  ___________________________________________________________________
 TF0456* NAD 83(1986)-  48 03 21.     (N)    100 55 49.     (W)     SCALED    
 TF0456* NAVD 88     -       463.724  (meters)    1521.40   (feet)  ADJUSTED  
 TF0456  ___________________________________________________________________
 TF0456  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TF0456  DYNAMIC HT  -         463.792 (meters)    1521.62  (feet)  COMP
 TF0456  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 TF0456
 TF0456  VERT ORDER  -  SECOND    CLASS 0
 TF0456
 TF0456.The horizontal coordinates were scaled from a topographic map and have
 TF0456.an estimated accuracy of +/- 6 seconds.
 TF0456
 TF0456.The orthometric height was determined by differential leveling
 TF0456.and adjusted by the National Geodetic Survey in June 1991..
 TF0456
 TF0456.The geoid height was determined by GEOID03.
 TF0456
 TF0456.The dynamic height is computed by dividing the NAVD 88
 TF0456.geopotential number by the normal gravity value computed on the
 TF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0456.degrees latitude (g = 980.6199 gals.).
 TF0456
 TF0456.The modeled gravity was interpolated from observed gravity values.
 TF0456
 TF0456;                    North         East    Units  Estimated Accuracy
 TF0456;SPC ND N     -   117,480.      567,930.      MT  (+/- 180 meters Scaled)
 TF0456
 TF0456                          SUPERSEDED SURVEY CONTROL
 TF0456
 TF0456  NGVD 29 (??/??/92)  463.348  (m)         1520.17   (f) ADJ UNCH    2 0
 TF0456
 TF0456.Superseded values are not recommended for survey control.
 TF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0456.See file dsdata.txt to determine how the superseded data were derived.
 TF0456
 TF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU561243(NAD 83)
 TF0456_MARKER: DB = BENCH MARK DISK
 TF0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0456_SP_SET: ABUTMENT
 TF0456_STAMPING: B 220 1962
 TF0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0456
 TF0456  HISTORY     - Date     Condition        Report By
 TF0456  HISTORY     - 1962     MONUMENTED       CGS
 TF0456
 TF0456                          STATION DESCRIPTION
 TF0456
 TF0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0456'IN VELVA.
 TF0456'AT VELVA, ON THE MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD
 TF0456'ABOUT 270 FEET EAST OF THE EAST END OF THE STATION, SET IN THE TOP OF
 TF0456'THE SOUTH END OF THE WEST ABUTMENT OF THE RAILROAD OVERPASS OVER MAIN
 TF0456'ST. SOUTH, 5.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF TWO
 TF0456'TRACKS, ABOUT 1 FOOT ABOVE THE TRACK, A DISK DRILLED IN HORIZONTALLY.
 TF0456'NOTE-- THE MINNEAPOLIS ST. PAUL AND SAUL STE MARIE RAILROAD IS NOW THE
 TF0456'SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0021 ***********************************************************************
 SN0021  DESIGNATION -  B 221
 SN0021  PID         -  SN0021
 SN0021  STATE/COUNTY-  ND/MCHENRY
 SN0021  USGS QUAD   -  DRAKE (1958)
 SN0021
 SN0021                         *CURRENT SURVEY CONTROL
 SN0021  ___________________________________________________________________
 SN0021* NAD 83(1986)-  47 55 12.     (N)    100 20 42.     (W)     SCALED    
 SN0021* NAVD 88     -       498.314  (meters)    1634.89   (feet)  ADJUSTED  
 SN0021  ___________________________________________________________________
 SN0021  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SN0021  DYNAMIC HT  -         498.386 (meters)    1635.12  (feet)  COMP
 SN0021  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 SN0021
 SN0021  VERT ORDER  -  SECOND    CLASS 0
 SN0021
 SN0021.The horizontal coordinates were scaled from a topographic map and have
 SN0021.an estimated accuracy of +/- 6 seconds.
 SN0021
 SN0021.The orthometric height was determined by differential leveling
 SN0021.and adjusted by the National Geodetic Survey in June 1991..
 SN0021
 SN0021.The geoid height was determined by GEOID03.
 SN0021
 SN0021.The dynamic height is computed by dividing the NAVD 88
 SN0021.geopotential number by the normal gravity value computed on the
 SN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0021.degrees latitude (g = 980.6199 gals.).
 SN0021
 SN0021.The modeled gravity was interpolated from observed gravity values.
 SN0021
 SN0021;                    North         East    Units  Estimated Accuracy
 SN0021;SPC ND N     -   102,300.      611,580.      MT  (+/- 180 meters Scaled)
 SN0021
 SN0021                          SUPERSEDED SURVEY CONTROL
 SN0021
 SN0021  NGVD 29 (??/??/92)  497.925  (m)         1633.61   (f) ADJ UNCH    2 0
 SN0021
 SN0021.Superseded values are not recommended for survey control.
 SN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0021.See file dsdata.txt to determine how the superseded data were derived.
 SN0021
 SN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU995082(NAD 83)
 SN0021_MARKER: DB = BENCH MARK DISK
 SN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0021_STAMPING: B 221 1962
 SN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0021+STABILITY: SURFACE MOTION
 SN0021
 SN0021  HISTORY     - Date     Condition        Report By
 SN0021  HISTORY     - 1962     MONUMENTED       CGS
 SN0021
 SN0021                          STATION DESCRIPTION
 SN0021
 SN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0021'1.3 MI NE FROM DRAKE.
 SN0021'ABOUT 1.3 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0021'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, ABOUT 0.6 MILE
 SN0021'NORTHEAST OF A RAILROAD JUNCTION, ABOUT 0.2 MILE OR 7 POLES NORTHEAST
 SN0021'OF MILEPOST 520, 44 FEET NORTHWEST OF THE NORTHWEST RAIL, 36 FEET
 SN0021'NORTH OF THE CENTERLINE OF A GRADED ROAD WHICH CROSSES THE TRACK, 2
 SN0021'FEET EAST OF A FENCE CORNER, 1.3 FEET WEST OF A METAL WITNESS POST,
 SN0021'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SN0021'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0021'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1125 ***********************************************************************
 TF1125  DESIGNATION -  B 222
 TF1125  PID         -  TF1125
 TF1125  STATE/COUNTY-  ND/WARD
 TF1125  USGS QUAD   -  MORK LAKE (1980)
 TF1125
 TF1125                         *CURRENT SURVEY CONTROL
 TF1125  ___________________________________________________________________
 TF1125* NAD 83(1986)-  48 14 51.     (N)    101 30 44.     (W)     SCALED    
 TF1125* NAVD 88     -       576.885  (meters)    1892.66   (feet)  ADJUSTED  
 TF1125  ___________________________________________________________________
 TF1125  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1125  DYNAMIC HT  -         576.981 (meters)    1892.98  (feet)  COMP
 TF1125  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 TF1125
 TF1125  VERT ORDER  -  FIRST     CLASS II
 TF1125
 TF1125.The horizontal coordinates were scaled from a topographic map and have
 TF1125.an estimated accuracy of +/- 6 seconds.
 TF1125
 TF1125.The orthometric height was determined by differential leveling
 TF1125.and adjusted by the National Geodetic Survey in June 1991..
 TF1125
 TF1125.The geoid height was determined by GEOID03.
 TF1125
 TF1125.The dynamic height is computed by dividing the NAVD 88
 TF1125.geopotential number by the normal gravity value computed on the
 TF1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1125.degrees latitude (g = 980.6199 gals.).
 TF1125
 TF1125.The modeled gravity was interpolated from observed gravity values.
 TF1125
 TF1125;                    North         East    Units  Estimated Accuracy
 TF1125;SPC ND N     -   139,190.      524,830.      MT  (+/- 180 meters Scaled)
 TF1125
 TF1125                          SUPERSEDED SURVEY CONTROL
 TF1125
 TF1125  NGVD 29 (??/??/92)  576.495  (m)         1891.38   (f) ADJ UNCH    1 2
 TF1125
 TF1125.Superseded values are not recommended for survey control.
 TF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1125.See file dsdata.txt to determine how the superseded data were derived.
 TF1125
 TF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU135468(NAD 83)
 TF1125_MARKER: DB = BENCH MARK DISK
 TF1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1125_STAMPING: B 222 1962
 TF1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1125+STABILITY: SURFACE MOTION
 TF1125
 TF1125  HISTORY     - Date     Condition        Report By
 TF1125  HISTORY     - 1962     MONUMENTED       CGS
 TF1125
 TF1125                          STATION DESCRIPTION
 TF1125
 TF1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1125'2.5 MI E FROM DES LACS.
 TF1125'2.5 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1125'DES LACS, ABOUT 0.4 MILE WEST OF MILEPOST 11, 98 FEET NORTHEAST OF THE
 TF1125'CENTER OF A DIRT ROAD CROSSING, 38.1 FEET NORTH OF THE NORTH RAIL OF
 TF1125'THE NORTH TRACK, 3 FEET WEST OF TELEGRAPH POLE NO. 25 WHICH IS THE
 TF1125'15TH POLE WEST OF MILEPOST 11, 94 FEET EAST OF THE CENTER LINE OF THE
 TF1125'ROAD, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TF1125'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TF1125'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0364 ***********************************************************************
 TF0364  DESIGNATION -  B 223
 TF0364  PID         -  TF0364
 TF0364  STATE/COUNTY-  ND/MCHENRY
 TF0364  USGS QUAD   -  NORWICH (1949)
 TF0364
 TF0364                         *CURRENT SURVEY CONTROL
 TF0364  ___________________________________________________________________
 TF0364* NAD 83(1986)-  48 11 13.     (N)    100 58 21.     (W)     SCALED    
 TF0364* NAVD 88     -       483.558  (meters)    1586.47   (feet)  ADJUSTED  
 TF0364  ___________________________________________________________________
 TF0364  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TF0364  DYNAMIC HT  -         483.642 (meters)    1586.75  (feet)  COMP
 TF0364  MODELED GRAV-     980,770.1   (mgal)                       NAVD 88
 TF0364
 TF0364  VERT ORDER  -  SECOND    CLASS 0
 TF0364
 TF0364.The horizontal coordinates were scaled from a topographic map and have
 TF0364.an estimated accuracy of +/- 6 seconds.
 TF0364
 TF0364.The orthometric height was determined by differential leveling
 TF0364.and adjusted by the National Geodetic Survey in June 1991..
 TF0364
 TF0364.The geoid height was determined by GEOID03.
 TF0364
 TF0364.The dynamic height is computed by dividing the NAVD 88
 TF0364.geopotential number by the normal gravity value computed on the
 TF0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0364.degrees latitude (g = 980.6199 gals.).
 TF0364
 TF0364.The modeled gravity was interpolated from observed gravity values.
 TF0364
 TF0364;                    North         East    Units  Estimated Accuracy
 TF0364;SPC ND N     -   132,070.      564,870.      MT  (+/- 180 meters Scaled)
 TF0364
 TF0364                          SUPERSEDED SURVEY CONTROL
 TF0364
 TF0364  NGVD 29 (??/??/92)  483.185  (m)         1585.25   (f) ADJ UNCH    2 0
 TF0364
 TF0364.Superseded values are not recommended for survey control.
 TF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0364.See file dsdata.txt to determine how the superseded data were derived.
 TF0364
 TF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU533389(NAD 83)
 TF0364_MARKER: DB = BENCH MARK DISK
 TF0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0364_STAMPING: B 223 1962
 TF0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0364+STABILITY: SURFACE MOTION
 TF0364
 TF0364  HISTORY     - Date     Condition        Report By
 TF0364  HISTORY     - 1962     MONUMENTED       CGS
 TF0364
 TF0364                          STATION DESCRIPTION
 TF0364
 TF0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0364'5.3 MI NW FROM SIMCOE.
 TF0364'ABOUT 5.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0364'STATION AT SIMCOE, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 217, AT A DIRT
 TF0364'ROAD CROSSING, 71.5 FEET NORTHEAST OF THE NORTHEAST RAIL AT THE
 TF0364'CENTERLINE OF THE ROAD CROSSING, 45 FEET NORTH OF A TELEGRAPH POLE, 29
 TF0364'FEET EAST OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTHWEST OF A FENCE
 TF0364'LINE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 6 FEET BELOW THE
 TF0364'LEVEL OF THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 TF0364'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0441 ***********************************************************************
 TF0441  DESIGNATION -  B 224
 TF0441  PID         -  TF0441
 TF0441  STATE/COUNTY-  ND/MCHENRY
 TF0441  USGS QUAD   -  VELVA (1949)
 TF0441
 TF0441                         *CURRENT SURVEY CONTROL
 TF0441  ___________________________________________________________________
 TF0441* NAD 83(1986)-  48 02 14.     (N)    100 54 03.     (W)     SCALED    
 TF0441* NAVD 88     -       484.183  (meters)    1588.52   (feet)  ADJUSTED  
 TF0441  ___________________________________________________________________
 TF0441  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF0441  DYNAMIC HT  -         484.252 (meters)    1588.75  (feet)  COMP
 TF0441  MODELED GRAV-     980,738.4   (mgal)                       NAVD 88
 TF0441
 TF0441  VERT ORDER  -  SECOND    CLASS 0
 TF0441
 TF0441.The horizontal coordinates were scaled from a topographic map and have
 TF0441.an estimated accuracy of +/- 6 seconds.
 TF0441
 TF0441.The orthometric height was determined by differential leveling
 TF0441.and adjusted by the National Geodetic Survey in June 1991..
 TF0441
 TF0441.The geoid height was determined by GEOID03.
 TF0441
 TF0441.The dynamic height is computed by dividing the NAVD 88
 TF0441.geopotential number by the normal gravity value computed on the
 TF0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0441.degrees latitude (g = 980.6199 gals.).
 TF0441
 TF0441.The modeled gravity was interpolated from observed gravity values.
 TF0441
 TF0441;                    North         East    Units  Estimated Accuracy
 TF0441;SPC ND N     -   115,400.      570,110.      MT  (+/- 180 meters Scaled)
 TF0441
 TF0441                          SUPERSEDED SURVEY CONTROL
 TF0441
 TF0441  NGVD 29 (??/??/92)  483.805  (m)         1587.28   (f) ADJ UNCH    2 0
 TF0441
 TF0441.Superseded values are not recommended for survey control.
 TF0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0441.See file dsdata.txt to determine how the superseded data were derived.
 TF0441
 TF0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU583221(NAD 83)
 TF0441_MARKER: DB = BENCH MARK DISK
 TF0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0441_STAMPING: B 224 1962
 TF0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0441+STABILITY: SURFACE MOTION
 TF0441
 TF0441  HISTORY     - Date     Condition        Report By
 TF0441  HISTORY     - 1962     MONUMENTED       CGS
 TF0441
 TF0441                          STATION DESCRIPTION
 TF0441
 TF0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0441'2 MI SE FROM VELVA.
 TF0441'ABOUT 2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF US
 TF0441'52 AND STATE HIGHWAY 41, ABOUT 0.85 MILE NORTHWEST OF THE JUNCTION OF
 TF0441'A BLACKTOP ROAD SOUTH, AT THE NORTHWEST END OF A HIGHWAY DEPARTMENT
 TF0441'STORAGE DUMP, 149 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 150
 TF0441'FEET EAST OF THE NORTHEAST END OF A 36 INCH CULVERT UNDER THE HIGHWAY,
 TF0441'10.5 FEET NORTH OF THE NORTHWEST LEG OF A HIGHWAY NO TRESPASSING SIGN,
 TF0441'2 FEET SOUTHWEST OF A FENCE LINE, 1.6 FEET SOUTHEAST OF A WITNESS
 TF0441'POST, ABOUT 10 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 TF0441'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0069 ***********************************************************************
 SN0069  DESIGNATION -  B 225
 SN0069  PID         -  SN0069
 SN0069  STATE/COUNTY-  ND/MCHENRY
 SN0069  USGS QUAD   -  DRAKE NW (1977)
 SN0069
 SN0069                         *CURRENT SURVEY CONTROL
 SN0069  ___________________________________________________________________
 SN0069* NAD 83(1986)-  47 57 13.     (N)    100 27 22.     (W)     SCALED    
 SN0069* NAVD 88     -       480.272  (meters)    1575.69   (feet)  ADJUSTED  
 SN0069  ___________________________________________________________________
 SN0069  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0069  DYNAMIC HT  -         480.341 (meters)    1575.92  (feet)  COMP
 SN0069  MODELED GRAV-     980,739.9   (mgal)                       NAVD 88
 SN0069
 SN0069  VERT ORDER  -  SECOND    CLASS 0
 SN0069
 SN0069.The horizontal coordinates were scaled from a topographic map and have
 SN0069.an estimated accuracy of +/- 6 seconds.
 SN0069
 SN0069.The orthometric height was determined by differential leveling
 SN0069.and adjusted by the National Geodetic Survey in June 1991..
 SN0069
 SN0069.The geoid height was determined by GEOID03.
 SN0069
 SN0069.The dynamic height is computed by dividing the NAVD 88
 SN0069.geopotential number by the normal gravity value computed on the
 SN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0069.degrees latitude (g = 980.6199 gals.).
 SN0069
 SN0069.The modeled gravity was interpolated from observed gravity values.
 SN0069
 SN0069;                    North         East    Units  Estimated Accuracy
 SN0069;SPC ND N     -   106,020.      603,280.      MT  (+/- 180 meters Scaled)
 SN0069
 SN0069                          SUPERSEDED SURVEY CONTROL
 SN0069
 SN0069  NGVD 29 (??/??/92)  479.89   (m)         1574.4    (f) COMPUTED    2 0
 SN0069
 SN0069.Superseded values are not recommended for survey control.
 SN0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0069.See file dsdata.txt to determine how the superseded data were derived.
 SN0069
 SN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU912121(NAD 83)
 SN0069_MARKER: DB = BENCH MARK DISK
 SN0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0069_STAMPING: B 225 1962
 SN0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0069+STABILITY: SURFACE MOTION
 SN0069
 SN0069  HISTORY     - Date     Condition        Report By
 SN0069  HISTORY     - 1962     MONUMENTED       CGS
 SN0069
 SN0069                          STATION DESCRIPTION
 SN0069
 SN0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0069'5.7 MI NW FROM DRAKE.
 SN0069'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0069'AT DRAKE, THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.3
 SN0069'MILE NORTH OF A GRAVELED ROAD INTERSECTION, AT A POINT HERE A POWER
 SN0069'LINE CROSSES THE HIGHWAY, 157.5 FEET SOUTHEAST OF THE EAST END OF A
 SN0069'30-INCH CULVERT, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4
 SN0069'FEET SOUTH OF A POWER POLE BRACED WITH TWO GUY WIRES AND IN LINE WITH
 SN0069'THE POLES TO THE SOUTH, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 SN0069'10 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0069'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0387 ***********************************************************************
 SN0387  DESIGNATION -  B 226
 SN0387  PID         -  SN0387
 SN0387  STATE/COUNTY-  ND/MCHENRY
 SN0387  USGS QUAD   -  KONGSBERG NE (1958)
 SN0387
 SN0387                         *CURRENT SURVEY CONTROL
 SN0387  ___________________________________________________________________
 SN0387* NAD 83(1986)-  47 58 43.     (N)    100 45 26.     (W)     SCALED    
 SN0387* NAVD 88     -       494.491  (meters)    1622.34   (feet)  ADJUSTED  
 SN0387  ___________________________________________________________________
 SN0387  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SN0387  DYNAMIC HT  -         494.558 (meters)    1622.56  (feet)  COMP
 SN0387  MODELED GRAV-     980,733.4   (mgal)                       NAVD 88
 SN0387
 SN0387  VERT ORDER  -  SECOND    CLASS 0
 SN0387
 SN0387.The horizontal coordinates were scaled from a topographic map and have
 SN0387.an estimated accuracy of +/- 6 seconds.
 SN0387
 SN0387.The orthometric height was determined by differential leveling
 SN0387.and adjusted by the National Geodetic Survey in June 1991..
 SN0387
 SN0387.The geoid height was determined by GEOID03.
 SN0387
 SN0387.The dynamic height is computed by dividing the NAVD 88
 SN0387.geopotential number by the normal gravity value computed on the
 SN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0387.degrees latitude (g = 980.6199 gals.).
 SN0387
 SN0387.The modeled gravity was interpolated from observed gravity values.
 SN0387
 SN0387;                    North         East    Units  Estimated Accuracy
 SN0387;SPC ND N     -   108,840.      580,800.      MT  (+/- 180 meters Scaled)
 SN0387
 SN0387                          SUPERSEDED SURVEY CONTROL
 SN0387
 SN0387  NGVD 29 (??/??/92)  494.109  (m)         1621.09   (f) ADJ UNCH    2 0
 SN0387
 SN0387.Superseded values are not recommended for survey control.
 SN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0387.See file dsdata.txt to determine how the superseded data were derived.
 SN0387
 SN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU688154(NAD 83)
 SN0387_MARKER: DB = BENCH MARK DISK
 SN0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0387_STAMPING: B 226 1962
 SN0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0387+STABILITY: SURFACE MOTION
 SN0387
 SN0387  HISTORY     - Date     Condition        Report By
 SN0387  HISTORY     - 1962     MONUMENTED       CGS
 SN0387
 SN0387                          STATION DESCRIPTION
 SN0387
 SN0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0387'3.9 MI SW FROM BERGEN.
 SN0387'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0387'AT BERGEN, THENCE 2.1 MILES SOUTH ALONG A GRAVELED ROAD, 48.5 FEET
 SN0387'NORTHEAST OF THE CENTER OF A DIRT ROAD INTERSECTION, 41.0 FEET EAST OF
 SN0387'THE CENTERLINE OF THE ROAD LEADING NORTH, 25.0 FEET NORTH OF THE
 SN0387'CENTERLINE OF THE ROAD LEADING EAST, 1.6 FEET SOUTH OF A METAL WITNESS
 SN0387'POST, ABOUT LEVEL WITH THE ROAD LEADING EAST, AND SET IN THE TOP OF A
 SN0387'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0158 ***********************************************************************
 SO0158  DESIGNATION -  B 227
 SO0158  PID         -  SO0158
 SO0158  STATE/COUNTY-  ND/MCLEAN
 SO0158  USGS QUAD   -  RAUB (1967)
 SO0158
 SO0158                         *CURRENT SURVEY CONTROL
 SO0158  ___________________________________________________________________
 SO0158* NAD 83(1986)-  47 37 53.     (N)    102 03 28.     (W)     SCALED    
 SO0158* NAVD 88     -       621.609  (meters)    2039.40   (feet)  ADJUSTED  
 SO0158  ___________________________________________________________________
 SO0158  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 SO0158  DYNAMIC HT  -         621.673 (meters)    2039.61  (feet)  COMP
 SO0158  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 SO0158
 SO0158  VERT ORDER  -  SECOND    CLASS 0
 SO0158
 SO0158.The horizontal coordinates were scaled from a topographic map and have
 SO0158.an estimated accuracy of +/- 6 seconds.
 SO0158
 SO0158.The orthometric height was determined by differential leveling
 SO0158.and adjusted by the National Geodetic Survey in June 1991..
 SO0158
 SO0158.The geoid height was determined by GEOID03.
 SO0158
 SO0158.The dynamic height is computed by dividing the NAVD 88
 SO0158.geopotential number by the normal gravity value computed on the
 SO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0158.degrees latitude (g = 980.6199 gals.).
 SO0158
 SO0158.The modeled gravity was interpolated from observed gravity values.
 SO0158
 SO0158;                    North         East    Units  Estimated Accuracy
 SO0158;SPC ND N     -    71,380.      482,940.      MT  (+/- 180 meters Scaled)
 SO0158
 SO0158                          SUPERSEDED SURVEY CONTROL
 SO0158
 SO0158  NGVD 29 (??/??/92)  621.190  (m)         2038.02   (f) ADJ UNCH    2 0
 SO0158
 SO0158.Superseded values are not recommended for survey control.
 SO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0158.See file dsdata.txt to determine how the superseded data were derived.
 SO0158
 SO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN210795(NAD 83)
 SO0158_MARKER: DB = BENCH MARK DISK
 SO0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0158_STAMPING: B 227 1962
 SO0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0158+STABILITY: SURFACE MOTION
 SO0158
 SO0158  HISTORY     - Date     Condition        Report By
 SO0158  HISTORY     - 1962     MONUMENTED       CGS
 SO0158
 SO0158                          STATION DESCRIPTION
 SO0158
 SO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0158'8.65 MI S FROM RAUB.
 SO0158'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0158'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG
 SO0158'A GRAVELED COUNTY ROAD, THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0158'ROAD, 82 FEET NORTHWEST OF THE CENTER OF A T-ROAD JUNCTION, AT THE
 SO0158'NORTHEAST CORNER OF A CHURCH YARD, 80 FEET WEST OF THE CENTERLINE OF A
 SO0158'GRAVELED ROAD, 22 FEET NORTH OF THE EXTENDED CENTERLINE OF A DIRT ROAD
 SO0158'LEADING EAST, 7.5 FEET NORTHEAST OF A FENCE CORNER, 2.5 FEET WEST OF A
 SO0158'POWER POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET BELOW THE
 SO0158'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0158'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0242 ***********************************************************************
 SO0242  DESIGNATION -  B 228
 SO0242  PID         -  SO0242
 SO0242  STATE/COUNTY-  ND/MOUNTRAIL
 SO0242  USGS QUAD   -  PARSHALL (1981)
 SO0242
 SO0242                         *CURRENT SURVEY CONTROL
 SO0242  ___________________________________________________________________
 SO0242* NAD 83(1986)-  47 52 35.     (N)    102 12 53.     (W)     SCALED    
 SO0242* NAVD 88     -       665.963  (meters)    2184.91   (feet)  ADJUSTED  
 SO0242  ___________________________________________________________________
 SO0242  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SO0242  DYNAMIC HT  -         666.049 (meters)    2185.20  (feet)  COMP
 SO0242  MODELED GRAV-     980,718.3   (mgal)                       NAVD 88
 SO0242
 SO0242  VERT ORDER  -  SECOND    CLASS 0
 SO0242
 SO0242.The horizontal coordinates were scaled from a topographic map and have
 SO0242.an estimated accuracy of +/- 6 seconds.
 SO0242
 SO0242.The orthometric height was determined by differential leveling
 SO0242.and adjusted by the National Geodetic Survey in June 1991..
 SO0242
 SO0242.The geoid height was determined by GEOID03.
 SO0242
 SO0242.The dynamic height is computed by dividing the NAVD 88
 SO0242.geopotential number by the normal gravity value computed on the
 SO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0242.degrees latitude (g = 980.6199 gals.).
 SO0242
 SO0242.The modeled gravity was interpolated from observed gravity values.
 SO0242
 SO0242;                    North         East    Units  Estimated Accuracy
 SO0242;SPC ND N     -    98,870.      471,750.      MT  (+/- 180 meters Scaled)
 SO0242
 SO0242                          SUPERSEDED SURVEY CONTROL
 SO0242
 SO0242  NGVD 29 (??/??/92)  665.529  (m)         2183.49   (f) ADJ UNCH    2 0
 SO0242
 SO0242.Superseded values are not recommended for survey control.
 SO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0242.See file dsdata.txt to determine how the superseded data were derived.
 SO0242
 SO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP082063(NAD 83)
 SO0242_MARKER: DB = BENCH MARK DISK
 SO0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0242_STAMPING: B 228 1962
 SO0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0242+STABILITY: SURFACE MOTION
 SO0242
 SO0242  HISTORY     - Date     Condition        Report By
 SO0242  HISTORY     - 1962     MONUMENTED       CGS
 SO0242
 SO0242                          STATION DESCRIPTION
 SO0242
 SO0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0242'8.6 MI SW FROM PARSHALL.
 SO0242'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0242'PARSHALL, THENCE 4.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 55 FEET
 SO0242'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 45 FEET EAST OF THE
 SO0242'CENTER LINE OF THE GRAVELED COUNTY ROAD, 32 FEET NORTH OF THE CENTER
 SO0242'LINE OF THE OTHER ROAD, 2.8 FEET EAST OF TELEPHONE POLE 3E-163 WHICH
 SO0242'IS BRACED BY TWO GUY WIRES, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3
 SO0242'FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A
 SO0242'CONCRETE POST PROJECTING 0.5 FOOT, S 21, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0321 ***********************************************************************
 SN0321  DESIGNATION -  B 229
 SN0321  PID         -  SN0321
 SN0321  STATE/COUNTY-  ND/MCLEAN
 SN0321  USGS QUAD   -  KONGSBERG (1981)
 SN0321
 SN0321                         *CURRENT SURVEY CONTROL
 SN0321  ___________________________________________________________________
 SN0321* NAD 83(1986)-  47 45 40.     (N)    100 47 59.     (W)     SCALED    
 SN0321* NAVD 88     -       615.302  (meters)    2018.70   (feet)  ADJUSTED  
 SN0321  ___________________________________________________________________
 SN0321  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SN0321  DYNAMIC HT  -         615.360 (meters)    2018.89  (feet)  COMP
 SN0321  MODELED GRAV-     980,685.9   (mgal)                       NAVD 88
 SN0321
 SN0321  VERT ORDER  -  SECOND    CLASS 0
 SN0321
 SN0321.The horizontal coordinates were scaled from a topographic map and have
 SN0321.an estimated accuracy of +/- 6 seconds.
 SN0321
 SN0321.The orthometric height was determined by differential leveling
 SN0321.and adjusted by the National Geodetic Survey in June 1991..
 SN0321
 SN0321.The geoid height was determined by GEOID03.
 SN0321
 SN0321.The dynamic height is computed by dividing the NAVD 88
 SN0321.geopotential number by the normal gravity value computed on the
 SN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0321.degrees latitude (g = 980.6199 gals.).
 SN0321
 SN0321.The modeled gravity was interpolated from observed gravity values.
 SN0321
 SN0321;                    North         East    Units  Estimated Accuracy
 SN0321;SPC ND N     -    84,660.      577,530.      MT  (+/- 180 meters Scaled)
 SN0321
 SN0321                          SUPERSEDED SURVEY CONTROL
 SN0321
 SN0321  NGVD 29 (??/??/92)  614.900  (m)         2017.38   (f) ADJ UNCH    2 0
 SN0321
 SN0321.Superseded values are not recommended for survey control.
 SN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0321.See file dsdata.txt to determine how the superseded data were derived.
 SN0321
 SN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT651913(NAD 83)
 SN0321_MARKER: DB = BENCH MARK DISK
 SN0321_SETTING: 80 = SET IN A BOULDER
 SN0321_SP_SET: BOULDER
 SN0321_STAMPING: B 229 1962
 SN0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0321+STABILITY: SURFACE MOTION
 SN0321
 SN0321  HISTORY     - Date     Condition        Report By
 SN0321  HISTORY     - 1962     MONUMENTED       CGS
 SN0321  HISTORY     - 1979     POOR             USGS
 SN0321
 SN0321                          STATION DESCRIPTION
 SN0321
 SN0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0321'11.0 MI SW FROM BUTTE.
 SN0321'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0321'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0321'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0321'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0321'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0321'A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, 119.0
 SN0321'FEET NORTHEAST OF THE CENTER OF A T-ROAD JUNCTION, SET IN THE TOP OF A
 SN0321'4 X 6 FOOT GRANITE BOULDER, 85.0 FEET NORTH OF THE EXTENDED CENTERLINE
 SN0321'OF THE ROAD LEADING WEST, 85.0 FEET EAST OF THE CENTERLINE OF THE
 SN0321'GRAVELED ROAD, 2.3 FEET WEST OF A WITNESS POST, AND ABOUT 4 FEET ABOVE
 SN0321'THE LEVEL OF THE ROAD.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 SN0321'2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT RUSO,
 SN0321'THENCE 4.45 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0321'ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHEAST ALONG A GRAVELED
 SN0321'ROAD, THENCE 2.75 MILES EAST ALONG A DIRT ROAD.
 SN0321
 SN0321                          STATION RECOVERY (1979)
 SN0321
 SN0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SN0321'OLD DESCRIPTION. 119 FT NE OF CENTER OF T-RD JCT. W. CHANGE TO-- 95
 SN0321'FT SE OF CENTER OF T-RD JCT. W. OLD DESCRIPTION-- 85 FT N. OF
 SN0321'EXTENDED C/L OF ROAD LEADING W. CHANGE TO-- 45 FT S. OF EXTENDED C/L
 SN0321'OF ROAD LEADING W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0210 ***********************************************************************
 RS0210  DESIGNATION -  B 23
 RS0210  PID         -  RS0210
 RS0210  STATE/COUNTY-  ND/SLOPE
 RS0210  USGS QUAD   -  MARMARTH SE (1979)
 RS0210
 RS0210                         *CURRENT SURVEY CONTROL
 RS0210  ___________________________________________________________________
 RS0210* NAD 83(1986)-  46 17 00.     (N)    103 50 47.     (W)     SCALED    
 RS0210* NAVD 88     -       861.231  (meters)    2825.56   (feet)  ADJUSTED  
 RS0210  ___________________________________________________________________
 RS0210  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 RS0210  DYNAMIC HT  -         861.152 (meters)    2825.30  (feet)  COMP
 RS0210  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 RS0210
 RS0210  VERT ORDER  -  SECOND    CLASS 0
 RS0210
 RS0210.The horizontal coordinates were scaled from a topographic map and have
 RS0210.an estimated accuracy of +/- 6 seconds.
 RS0210
 RS0210.The orthometric height was determined by differential leveling
 RS0210.and adjusted by the National Geodetic Survey in June 1991..
 RS0210
 RS0210.The geoid height was determined by GEOID03.
 RS0210
 RS0210.The dynamic height is computed by dividing the NAVD 88
 RS0210.geopotential number by the normal gravity value computed on the
 RS0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0210.degrees latitude (g = 980.6199 gals.).
 RS0210
 RS0210.The modeled gravity was interpolated from observed gravity values.
 RS0210
 RS0210;                    North         East    Units  Estimated Accuracy
 RS0210;SPC ND S     -    74,040.      342,190.      MT  (+/- 180 meters Scaled)
 RS0210
 RS0210                          SUPERSEDED SURVEY CONTROL
 RS0210
 RS0210  NGVD 29 (??/??/92)  860.691  (m)         2823.78   (f) ADJ UNCH    2 0
 RS0210
 RS0210.Superseded values are not recommended for survey control.
 RS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0210.See file dsdata.txt to determine how the superseded data were derived.
 RS0210
 RS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM888261(NAD 83)
 RS0210_MARKER: DB = BENCH MARK DISK
 RS0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0210_STAMPING: B-23 1934
 RS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0210+STABILITY: SURFACE MOTION
 RS0210
 RS0210  HISTORY     - Date     Condition        Report By
 RS0210  HISTORY     - 1934     MONUMENTED       CGS
 RS0210
 RS0210                          STATION DESCRIPTION
 RS0210
 RS0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0210'4.2 MI E FROM MARMARTH.
 RS0210'4.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0210'RAILROAD FROM MARMARTH, SLOPE COUNTY, 146 FEET WEST OF MILEPOST 991,
 RS0210'42 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 8 FEET SOUTH OF THE
 RS0210'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 23 1934 AND SET IN THE
 RS0210'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0259 ***********************************************************************
 SN0259  DESIGNATION -  B 230
 SN0259  PID         -  SN0259
 SN0259  STATE/COUNTY-  ND/MCLEAN
 SN0259  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0259
 SN0259                         *CURRENT SURVEY CONTROL
 SN0259  ___________________________________________________________________
 SN0259* NAD 83(1986)-  47 41 18.     (N)    100 54 25.     (W)     SCALED    
 SN0259* NAVD 88     -       592.227  (meters)    1943.00   (feet)  ADJUSTED  
 SN0259  ___________________________________________________________________
 SN0259  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SN0259  DYNAMIC HT  -         592.285 (meters)    1943.19  (feet)  COMP
 SN0259  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 SN0259
 SN0259  VERT ORDER  -  SECOND    CLASS 0
 SN0259
 SN0259.The horizontal coordinates were scaled from a topographic map and have
 SN0259.an estimated accuracy of +/- 6 seconds.
 SN0259
 SN0259.The orthometric height was determined by differential leveling
 SN0259.and adjusted by the National Geodetic Survey in June 1991..
 SN0259
 SN0259.The geoid height was determined by GEOID03.
 SN0259
 SN0259.The dynamic height is computed by dividing the NAVD 88
 SN0259.geopotential number by the normal gravity value computed on the
 SN0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0259.degrees latitude (g = 980.6199 gals.).
 SN0259
 SN0259.The modeled gravity was interpolated from observed gravity values.
 SN0259
 SN0259;                    North         East    Units  Estimated Accuracy
 SN0259;SPC ND N     -    76,610.      569,450.      MT  (+/- 180 meters Scaled)
 SN0259
 SN0259                          SUPERSEDED SURVEY CONTROL
 SN0259
 SN0259  NGVD 29 (??/??/92)  591.823  (m)         1941.67   (f) ADJ UNCH    2 0
 SN0259
 SN0259.Superseded values are not recommended for survey control.
 SN0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0259.See file dsdata.txt to determine how the superseded data were derived.
 SN0259
 SN0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT568834(NAD 83)
 SN0259_MARKER: DB = BENCH MARK DISK
 SN0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0259_STAMPING: B 230 1962
 SN0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0259+STABILITY: SURFACE MOTION
 SN0259
 SN0259  HISTORY     - Date     Condition        Report By
 SN0259  HISTORY     - 1962     MONUMENTED       CGS
 SN0259
 SN0259                          STATION DESCRIPTION
 SN0259
 SN0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0259'10.5 MI S FROM RUSO.
 SN0259'ABOUT 10.5 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0259'SOO LINE RAILROAD AT RUSO, 104.0 FEET EAST OF THE CENTERLINE OF THE
 SN0259'HIGHWAY, 2.4 FEET WEST OF A FENCE, 2.0 FEET WEST OF TELEPHONE POLE NO.
 SN0259'1F-95, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SN0259'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN0259'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0712 ***********************************************************************
 SN0712  DESIGNATION -  B 231
 SN0712  PID         -  SN0712
 SN0712  STATE/COUNTY-  ND/MCLEAN
 SN0712  USGS QUAD   -  BENEDICT (1981)
 SN0712
 SN0712                         *CURRENT SURVEY CONTROL
 SN0712  ___________________________________________________________________
 SN0712* NAD 83(1986)-  47 48 16.     (N)    101 04 45.     (W)     SCALED    
 SN0712* NAVD 88     -       625.072  (meters)    2050.76   (feet)  ADJUSTED  
 SN0712  ___________________________________________________________________
 SN0712  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0712  DYNAMIC HT  -         625.135 (meters)    2050.96  (feet)  COMP
 SN0712  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 SN0712
 SN0712  VERT ORDER  -  SECOND    CLASS 0
 SN0712
 SN0712.The horizontal coordinates were scaled from a topographic map and have
 SN0712.an estimated accuracy of +/- 6 seconds.
 SN0712
 SN0712.The orthometric height was determined by differential leveling
 SN0712.and adjusted by the National Geodetic Survey in June 1991..
 SN0712
 SN0712.The geoid height was determined by GEOID03.
 SN0712
 SN0712.The dynamic height is computed by dividing the NAVD 88
 SN0712.geopotential number by the normal gravity value computed on the
 SN0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0712.degrees latitude (g = 980.6199 gals.).
 SN0712
 SN0712.The modeled gravity was interpolated from observed gravity values.
 SN0712
 SN0712;                    North         East    Units  Estimated Accuracy
 SN0712;SPC ND N     -    89,600.      556,620.      MT  (+/- 180 meters Scaled)
 SN0712
 SN0712                          SUPERSEDED SURVEY CONTROL
 SN0712
 SN0712  NGVD 29 (??/??/92)  624.679  (m)         2049.47   (f) ADJ UNCH    2 0
 SN0712
 SN0712.Superseded values are not recommended for survey control.
 SN0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0712.See file dsdata.txt to determine how the superseded data were derived.
 SN0712
 SN0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443966(NAD 83)
 SN0712_MARKER: DB = BENCH MARK DISK
 SN0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0712_STAMPING: B 231 1962
 SN0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0712+STABILITY: SURFACE MOTION
 SN0712
 SN0712  HISTORY     - Date     Condition        Report By
 SN0712  HISTORY     - 1962     MONUMENTED       CGS
 SN0712
 SN0712                          STATION DESCRIPTION
 SN0712
 SN0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0712'1.75 MI S FROM BENEDICT.
 SN0712'ABOUT 1.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0712'AT BENEDICT, 66 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD
 SN0712'INTERSECTION, 54 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 37
 SN0712'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 2.5 FEET EAST OF A
 SN0712'POWER POLE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE
 SN0712'LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0712'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0408 ***********************************************************************
 SN0408  DESIGNATION -  B 232
 SN0408  PID         -  SN0408
 SN0408  STATE/COUNTY-  ND/MCHENRY
 SN0408  USGS QUAD   -  BALFOUR (1958)
 SN0408
 SN0408                         *CURRENT SURVEY CONTROL
 SN0408  ___________________________________________________________________
 SN0408* NAD 83(1986)-  47 52 35.     (N)    100 35 08.     (W)     SCALED    
 SN0408* NAVD 88     -       506.296  (meters)    1661.07   (feet)  ADJUSTED  
 SN0408  ___________________________________________________________________
 SN0408  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 SN0408  DYNAMIC HT  -         506.358 (meters)    1661.28  (feet)  COMP
 SN0408  MODELED GRAV-     980,717.8   (mgal)                       NAVD 88
 SN0408
 SN0408  VERT ORDER  -  SECOND    CLASS 0
 SN0408
 SN0408.The horizontal coordinates were scaled from a topographic map and have
 SN0408.an estimated accuracy of +/- 6 seconds.
 SN0408
 SN0408.The orthometric height was determined by differential leveling
 SN0408.and adjusted by the National Geodetic Survey in June 1991..
 SN0408
 SN0408.The geoid height was determined by GEOID03.
 SN0408
 SN0408.The dynamic height is computed by dividing the NAVD 88
 SN0408.geopotential number by the normal gravity value computed on the
 SN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0408.degrees latitude (g = 980.6199 gals.).
 SN0408
 SN0408.The modeled gravity was interpolated from observed gravity values.
 SN0408
 SN0408;                    North         East    Units  Estimated Accuracy
 SN0408;SPC ND N     -    97,440.      593,600.      MT  (+/- 180 meters Scaled)
 SN0408
 SN0408                          SUPERSEDED SURVEY CONTROL
 SN0408
 SN0408  NGVD 29 (??/??/92)  505.905  (m)         1659.79   (f) ADJ UNCH    2 0
 SN0408
 SN0408.Superseded values are not recommended for survey control.
 SN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0408.See file dsdata.txt to determine how the superseded data were derived.
 SN0408
 SN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU814037(NAD 83)
 SN0408_MARKER: DB = BENCH MARK DISK
 SN0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0408_STAMPING: B 232 1962
 SN0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0408+STABILITY: SURFACE MOTION
 SN0408
 SN0408  HISTORY     - Date     Condition        Report By
 SN0408  HISTORY     - 1962     MONUMENTED       CGS
 SN0408
 SN0408                          STATION DESCRIPTION
 SN0408
 SN0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0408'7.0 MI NE FROM BUTTE.
 SN0408'ABOUT 3.1 MILES NORTH ALONG COUNTY ROAD 33 FROM THE RAILROAD STATION
 SN0408'AT BUTTE, THENCE 3.9 MILES EAST ALONG A GRAVELED ROAD, 85.0 FEET
 SN0408'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 51.0 FEET
 SN0408'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 69.0 FEET WEST OF
 SN0408'THE CENTERLINE OF THE ROAD LEADING SOUTH, 35.0 FEET NORTHWEST OF A
 SN0408'POWER POLE BRACED BY TWO GUY WIRES, 39.0 FEET EAST OF A POWER POLE
 SN0408'BRACED BY A GUY WIRE, 2.0 FEET NORTH OF THE EAST AND WEST LINE OF
 SN0408'POLES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SN0408'LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SN0408'INCHES.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 0.15 MILE NORTH
 SN0408'ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT KIEF, THENCE 1.35
 SN0408'MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A
 SN0408'GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 SN0408'MILE SOUTH ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0422 ***********************************************************************
 SN0422  DESIGNATION -  B 233
 SN0422  PID         -  SN0422
 SN0422  STATE/COUNTY-  ND/MCHENRY
 SN0422  USGS QUAD   -  BALFOUR (1958)
 SN0422
 SN0422                         *CURRENT SURVEY CONTROL
 SN0422  ___________________________________________________________________
 SN0422* NAD 83(1986)-  47 58 42.     (N)    100 32 31.     (W)     SCALED    
 SN0422* NAVD 88     -       490.524  (meters)    1609.33   (feet)  ADJUSTED  
 SN0422  ___________________________________________________________________
 SN0422  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0422  DYNAMIC HT  -         490.595 (meters)    1609.56  (feet)  COMP
 SN0422  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 SN0422
 SN0422  VERT ORDER  -  SECOND    CLASS 0
 SN0422
 SN0422.The horizontal coordinates were scaled from a topographic map and have
 SN0422.an estimated accuracy of +/- 6 seconds.
 SN0422
 SN0422.The orthometric height was determined by differential leveling
 SN0422.and adjusted by the National Geodetic Survey in June 1991..
 SN0422
 SN0422.The geoid height was determined by GEOID03.
 SN0422
 SN0422.The dynamic height is computed by dividing the NAVD 88
 SN0422.geopotential number by the normal gravity value computed on the
 SN0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0422.degrees latitude (g = 980.6199 gals.).
 SN0422
 SN0422.The modeled gravity was interpolated from observed gravity values.
 SN0422
 SN0422;                    North         East    Units  Estimated Accuracy
 SN0422;SPC ND N     -   108,770.      596,870.      MT  (+/- 180 meters Scaled)
 SN0422
 SN0422                          SUPERSEDED SURVEY CONTROL
 SN0422
 SN0422  NGVD 29 (??/??/92)  490.141  (m)         1608.07   (f) ADJ UNCH    2 0
 SN0422
 SN0422.Superseded values are not recommended for survey control.
 SN0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0422.See file dsdata.txt to determine how the superseded data were derived.
 SN0422
 SN0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU849150(NAD 83)
 SN0422_MARKER: DB = BENCH MARK DISK
 SN0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0422_STAMPING: B 233 1962
 SN0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0422+STABILITY: SURFACE MOTION
 SN0422
 SN0422  HISTORY     - Date     Condition        Report By
 SN0422  HISTORY     - 1962     MONUMENTED       CGS
 SN0422
 SN0422                          STATION DESCRIPTION
 SN0422
 SN0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0422'2.4 MI NW FROM BALFOUR.
 SN0422'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0422'BALFOUR, THENCE 1.9 MILES NORTH ALONG A GRAVELED ROAD, 44 FEET
 SN0422'NORTHEAST OF THE CENTER OF A DIRT ROAD INTERSECTION, 35 FEET EAST OF
 SN0422'THE CENTERLINE OF THE ROAD LEADING NORTH, 25.5 FEET NORTH OF THE
 SN0422'CENTERLINE OF THE ROAD LEADING EAST, 2 FEET NORTH OF A TELEPHONE POLE,
 SN0422'IN LINE WITH A ROW OF POLES, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 SN0422'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING NORTH, AND SET IN THE
 SN0422'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1300 ***********************************************************************
 SN1300  DESIGNATION -  B 234 RESET
 SN1300  PID         -  SN1300
 SN1300  STATE/COUNTY-  ND/MCLEAN
 SN1300  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1300
 SN1300                         *CURRENT SURVEY CONTROL
 SN1300  ___________________________________________________________________
 SN1300* NAD 83(1986)-  47 50 51.     (N)    101 30 26.     (W)     SCALED    
 SN1300* NAVD 88     -       623.81   (+/-2cm)    2046.6    (feet)  VERTCON   
 SN1300  ___________________________________________________________________
 SN1300  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SN1300
 SN1300  VERT ORDER  -  THIRD (See Below)
 SN1300
 SN1300.The horizontal coordinates were scaled from a topographic map and have
 SN1300.an estimated accuracy of +/- 6 seconds.
 SN1300
 SN1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1300.The vertical order pertains to the NGVD 29 superseded value.
 SN1300
 SN1300.The geoid height was determined by GEOID03.
 SN1300
 SN1300;                    North         East    Units  Estimated Accuracy
 SN1300;SPC ND N     -    94,720.      524,620.      MT  (+/- 180 meters Scaled)
 SN1300
 SN1300                          SUPERSEDED SURVEY CONTROL
 SN1300
 SN1300  NGVD 29 (11/04/04)  623.40   (m)         2045.3    (f) RESET       3  
 SN1300
 SN1300.Superseded values are not recommended for survey control.
 SN1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1300.See file dsdata.txt to determine how the superseded data were derived.
 SN1300
 SN1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU124023(NAD 83)
 SN1300_MARKER: DB = BENCH MARK DISK
 SN1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1300_STAMPING: B 234 RESET 1970
 SN1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1300+STABILITY: SURFACE MOTION
 SN1300
 SN1300  HISTORY     - Date     Condition        Report By
 SN1300  HISTORY     - 1970     MONUMENTED       NGS
 SN1300
 SN1300                          STATION DESCRIPTION
 SN1300
 SN1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SN1300'1.0 MI S FROM DOUGLAS.
 SN1300'ABOUT 1.0 MILE SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION IN
 SN1300'DOUGLAS, AT THE WARD AND MCLEAN COUNTY LINES, IN A FARM YARD, 190 FEET
 SN1300'EAST OF THE CENTER OF COUNTY ROAD 13, 123 FEET SOUTHEAST OF SOUTHEAST
 SN1300'CORNER OF HOUSE, 1.0 FOOT SOUTH OF SOUTHWEST CORNER OF GRANARY, SET IN
 SN1300'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, ON PROPERTY OF MR.
 SN1300'ART HEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0737 ***********************************************************************
 SN0737  DESIGNATION -  B 235
 SN0737  PID         -  SN0737
 SN0737  STATE/COUNTY-  ND/MCLEAN
 SN0737  USGS QUAD   -  LAKE NETTIE (1980)
 SN0737
 SN0737                         *CURRENT SURVEY CONTROL
 SN0737  ___________________________________________________________________
 SN0737* NAD 83(1986)-  47 37 04.     (N)    101 04 41.     (W)     SCALED    
 SN0737* NAVD 88     -       574.238  (meters)    1883.98   (feet)  ADJUSTED  
 SN0737  ___________________________________________________________________
 SN0737  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0737  DYNAMIC HT  -         574.290 (meters)    1884.15  (feet)  COMP
 SN0737  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 SN0737
 SN0737  VERT ORDER  -  SECOND    CLASS 0
 SN0737
 SN0737.The horizontal coordinates were scaled from a topographic map and have
 SN0737.an estimated accuracy of +/- 6 seconds.
 SN0737
 SN0737.The orthometric height was determined by differential leveling
 SN0737.and adjusted by the National Geodetic Survey in June 1991..
 SN0737
 SN0737.The geoid height was determined by GEOID03.
 SN0737
 SN0737.The dynamic height is computed by dividing the NAVD 88
 SN0737.geopotential number by the normal gravity value computed on the
 SN0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0737.degrees latitude (g = 980.6199 gals.).
 SN0737
 SN0737.The modeled gravity was interpolated from observed gravity values.
 SN0737
 SN0737;                    North         East    Units  Estimated Accuracy
 SN0737;SPC ND N     -    68,850.      556,550.      MT  (+/- 180 meters Scaled)
 SN0737
 SN0737                          SUPERSEDED SURVEY CONTROL
 SN0737
 SN0737  NGVD 29 (??/??/92)  573.833  (m)         1882.65   (f) ADJ UNCH    2 0
 SN0737
 SN0737.Superseded values are not recommended for survey control.
 SN0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0737.See file dsdata.txt to determine how the superseded data were derived.
 SN0737
 SN0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT438759(NAD 83)
 SN0737_MARKER: DB = BENCH MARK DISK
 SN0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0737_STAMPING: B 235 1962
 SN0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0737+STABILITY: SURFACE MOTION
 SN0737
 SN0737  HISTORY     - Date     Condition        Report By
 SN0737  HISTORY     - 1962     MONUMENTED       CGS
 SN0737
 SN0737                          STATION DESCRIPTION
 SN0737
 SN0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0737'12.25 MI NE FROM COLEHARBOR.
 SN0737'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0737'STATION AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0737'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0737'ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE
 SN0737'3.0 MILES NORTH ALONG A GRAVELED ROAD, 65 FEET SOUTHEAST OF THE CENTER
 SN0737'OF A T-ROAD JUNCTION, 41 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 SN0737'ROAD, 48 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 SN0737'WEST, 2.5 FEET WEST OF POWER POLE NO. 16, 2.0 FEET NORTH OF A WITNESS
 SN0737'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0737'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0626 ***********************************************************************
 SN0626  DESIGNATION -  B 236
 SN0626  PID         -  SN0626
 SN0626  STATE/COUNTY-  ND/MCLEAN
 SN0626  USGS QUAD   -  GARRISON (1981)
 SN0626
 SN0626                         *CURRENT SURVEY CONTROL
 SN0626  ___________________________________________________________________
 SN0626* NAD 83(1986)-  47 43 03.     (N)    101 25 19.     (W)     SCALED    
 SN0626* NAVD 88     -       615.627  (meters)    2019.77   (feet)  ADJUSTED  
 SN0626  ___________________________________________________________________
 SN0626  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SN0626  DYNAMIC HT  -         615.686 (meters)    2019.96  (feet)  COMP
 SN0626  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SN0626
 SN0626  VERT ORDER  -  SECOND    CLASS 0
 SN0626
 SN0626.The horizontal coordinates were scaled from a topographic map and have
 SN0626.an estimated accuracy of +/- 6 seconds.
 SN0626
 SN0626.The orthometric height was determined by differential leveling
 SN0626.and adjusted by the National Geodetic Survey in June 1991..
 SN0626
 SN0626.The geoid height was determined by GEOID03.
 SN0626
 SN0626.The dynamic height is computed by dividing the NAVD 88
 SN0626.geopotential number by the normal gravity value computed on the
 SN0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0626.degrees latitude (g = 980.6199 gals.).
 SN0626
 SN0626.The modeled gravity was interpolated from observed gravity values.
 SN0626
 SN0626;                    North         East    Units  Estimated Accuracy
 SN0626;SPC ND N     -    80,190.      530,830.      MT  (+/- 180 meters Scaled)
 SN0626
 SN0626                          SUPERSEDED SURVEY CONTROL
 SN0626
 SN0626  NGVD 29 (??/??/92)  615.224  (m)         2018.45   (f) ADJ UNCH    2 0
 SN0626
 SN0626.Superseded values are not recommended for survey control.
 SN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0626.See file dsdata.txt to determine how the superseded data were derived.
 SN0626
 SN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT183877(NAD 83)
 SN0626_MARKER: DB = BENCH MARK DISK
 SN0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0626_STAMPING: B 236 1962
 SN0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0626+STABILITY: SURFACE MOTION
 SN0626
 SN0626  HISTORY     - Date     Condition        Report By
 SN0626  HISTORY     - 1962     MONUMENTED       CGS
 SN0626
 SN0626                          STATION DESCRIPTION
 SN0626
 SN0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0626'4.8 MI N FROM GARRISON.
 SN0626'ABOUT 4.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0626'AT GARRISON, 87 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD
 SN0626'INTERSECTION, 78 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 SN0626'38 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD, 28 FEET EAST OF A
 SN0626'FENCE CORNER, 7.0 FEET SOUTH OF REA POLE NO. 22-51, 1.5 FEET WEST OF A
 SN0626'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND
 SN0626'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0273 ***********************************************************************
 SO0273  DESIGNATION -  B 237
 SO0273  PID         -  SO0273
 SO0273  STATE/COUNTY-  ND/MCLEAN
 SO0273  USGS QUAD   -  PARSHALL SE (1967)
 SO0273
 SO0273                         *CURRENT SURVEY CONTROL
 SO0273  ___________________________________________________________________
 SO0273* NAD 83(1986)-  47 49 58.     (N)    102 02 37.     (W)     SCALED    
 SO0273* NAVD 88     -       622.298  (meters)    2041.66   (feet)  ADJUSTED  
 SO0273  ___________________________________________________________________
 SO0273  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 SO0273  DYNAMIC HT  -         622.379 (meters)    2041.92  (feet)  COMP
 SO0273  MODELED GRAV-     980,720.9   (mgal)                       NAVD 88
 SO0273
 SO0273  VERT ORDER  -  SECOND    CLASS 0
 SO0273
 SO0273.The horizontal coordinates were scaled from a topographic map and have
 SO0273.an estimated accuracy of +/- 6 seconds.
 SO0273
 SO0273.The orthometric height was determined by differential leveling
 SO0273.and adjusted by the National Geodetic Survey in June 1991..
 SO0273
 SO0273.The geoid height was determined by GEOID03.
 SO0273
 SO0273.The dynamic height is computed by dividing the NAVD 88
 SO0273.geopotential number by the normal gravity value computed on the
 SO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0273.degrees latitude (g = 980.6199 gals.).
 SO0273
 SO0273.The modeled gravity was interpolated from observed gravity values.
 SO0273
 SO0273;                    North         East    Units  Estimated Accuracy
 SO0273;SPC ND N     -    93,750.      484,450.      MT  (+/- 180 meters Scaled)
 SO0273
 SO0273                          SUPERSEDED SURVEY CONTROL
 SO0273
 SO0273  NGVD 29 (??/??/92)  621.875  (m)         2040.27   (f) ADJ UNCH    2 0
 SO0273
 SO0273.Superseded values are not recommended for survey control.
 SO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0273.See file dsdata.txt to determine how the superseded data were derived.
 SO0273
 SO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP212019(NAD 83)
 SO0273_MARKER: DB = BENCH MARK DISK
 SO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0273_STAMPING: B 237 1962
 SO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0273+STABILITY: SURFACE MOTION
 SO0273
 SO0273  HISTORY     - Date     Condition        Report By
 SO0273  HISTORY     - 1962     MONUMENTED       CGS
 SO0273
 SO0273                          STATION DESCRIPTION
 SO0273
 SO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0273'6.0 MI N FROM RAUB.
 SO0273'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SO0273'HIGHWAY 37 AT RAUB.  AT A ROAD INTERSECTION, 92 FEET SOUTHWEST OF THE
 SO0273'CENTER OF THE INTERSECTION, 69 FEET SOUTH OF THE CENTERLINE OF
 SO0273'EAST-WEST ROAD, 58 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD,
 SO0273'2.0 FEET NORTH OF A WITNESS POST AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF
 SO0273'THE NORTH-SOUTH ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0273'0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0104 ***********************************************************************
 TG0104  DESIGNATION -  B 238
 TG0104  PID         -  TG0104
 TG0104  STATE/COUNTY-  ND/MOUNTRAIL
 TG0104  USGS QUAD   -  WESTBY LAKE (1978)
 TG0104
 TG0104                         *CURRENT SURVEY CONTROL
 TG0104  ___________________________________________________________________
 TG0104* NAD 83(1986)-  48 32 46.     (N)    102 19 59.     (W)     SCALED    
 TG0104* NAVD 88     -       691.762  (meters)    2269.56   (feet)  ADJUSTED  
 TG0104  ___________________________________________________________________
 TG0104  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TG0104  DYNAMIC HT  -         691.880 (meters)    2269.94  (feet)  COMP
 TG0104  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 TG0104
 TG0104  VERT ORDER  -  SECOND    CLASS 0
 TG0104
 TG0104.The horizontal coordinates were scaled from a topographic map and have
 TG0104.an estimated accuracy of +/- 6 seconds.
 TG0104
 TG0104.The orthometric height was determined by differential leveling
 TG0104.and adjusted by the National Geodetic Survey in June 1991..
 TG0104
 TG0104.The geoid height was determined by GEOID03.
 TG0104
 TG0104.The dynamic height is computed by dividing the NAVD 88
 TG0104.geopotential number by the normal gravity value computed on the
 TG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0104.degrees latitude (g = 980.6199 gals.).
 TG0104
 TG0104.The modeled gravity was interpolated from observed gravity values.
 TG0104
 TG0104;                    North         East    Units  Estimated Accuracy
 TG0104;SPC ND N     -   173,510.      464,680.      MT  (+/- 180 meters Scaled)
 TG0104
 TG0104                          SUPERSEDED SURVEY CONTROL
 TG0104
 TG0104  NGVD 29 (??/??/92)  691.324  (m)         2268.12   (f) ADJ UNCH    2 0
 TG0104
 TG0104.Superseded values are not recommended for survey control.
 TG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0104.See file dsdata.txt to determine how the superseded data were derived.
 TG0104
 TG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP968804(NAD 83)
 TG0104_MARKER: DB = BENCH MARK DISK
 TG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0104_STAMPING: B 238 1963
 TG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0104+STABILITY: SURFACE MOTION
 TG0104
 TG0104  HISTORY     - Date     Condition        Report By
 TG0104  HISTORY     - 1963     MONUMENTED       CGS
 TG0104
 TG0104                          STATION DESCRIPTION
 TG0104
 TG0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0104'15.0 MI W FROM COULEE.
 TG0104'ABOUT 15.0 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0104'RAILWAY STATION AT COULEE, ABOUT 0.55 MILE EAST OF A GRAVELED ROAD
 TG0104'INTERSECTION, ON THE OUTSIDE AND AT THE NORTHEAST END OF A LONG CURVE
 TG0104'IN THE HIGHWAY, AT THE SOUTHWEST EDGE OF A DEEP RAVINE, 88 FEET SOUTH
 TG0104'OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT, 66.5 FEET SOUTHEAST
 TG0104'OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTH OF A FENCE, 1.6 FEET
 TG0104'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0104'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S
 TG0104'5, R 90 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0105 ***********************************************************************
 TG0105  DESIGNATION -  B 238 RESET
 TG0105  PID         -  TG0105
 TG0105  STATE/COUNTY-  ND/BURKE
 TG0105  USGS QUAD   -  WESTBY LAKE (1978)
 TG0105
 TG0105                         *CURRENT SURVEY CONTROL
 TG0105  ___________________________________________________________________
 TG0105* NAD 83(1986)-  48 32 47.     (N)    102 19 59.     (W)     SCALED    
 TG0105* NAVD 88     -       693.46   (+/-2cm)    2275.1    (feet)  VERTCON   
 TG0105  ___________________________________________________________________
 TG0105  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TG0105
 TG0105  VERT ORDER  -  THIRD (See Below)
 TG0105
 TG0105.The horizontal coordinates were scaled from a topographic map and have
 TG0105.an estimated accuracy of +/- 6 seconds.
 TG0105
 TG0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0105.The vertical order pertains to the NGVD 29 superseded value.
 TG0105
 TG0105.The geoid height was determined by GEOID03.
 TG0105
 TG0105;                    North         East    Units  Estimated Accuracy
 TG0105;SPC ND N     -   173,540.      464,680.      MT  (+/- 180 meters Scaled)
 TG0105
 TG0105                          SUPERSEDED SURVEY CONTROL
 TG0105
 TG0105  NGVD 29 (11/04/04)  693.02   (m)         2273.7    (f) RESET       3  
 TG0105
 TG0105.Superseded values are not recommended for survey control.
 TG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0105.See file dsdata.txt to determine how the superseded data were derived.
 TG0105
 TG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP968804(NAD 83)
 TG0105_MARKER: DB = BENCH MARK DISK
 TG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0105_STAMPING: B 238 RESET 1964
 TG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0105+STABILITY: SURFACE MOTION
 TG0105
 TG0105  HISTORY     - Date     Condition        Report By
 TG0105  HISTORY     - 1964     MONUMENTED       CGS
 TG0105
 TG0105                          STATION DESCRIPTION
 TG0105
 TG0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TG0105'14.7 MI W FROM COULEE.
 TG0105'ABOUT 14.7 MILES WEST ALONG STATE HIGHWAY 50 FROM COULEE, MOUNTRAIL
 TG0105'COUNTY, ABOUT 3.5 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 8, IN
 TG0105'BURKE COUNTY, ON THE EAST SLOPE OF A RIDGE, ON THE WEST SIDE OF A
 TG0105'DRAW, ABOUT 101 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 TG0105'WEST OF A METAL WITNESS POST AND ABOUT 6 FEET LOWER THAN THE TOP OF
 TG0105'THE RIDGE TO WEST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0105'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1276 ***********************************************************************
 SN1276  DESIGNATION -  B 239
 SN1276  PID         -  SN1276
 SN1276  STATE/COUNTY-  ND/WARD
 SN1276  USGS QUAD   -  LAKE VERNON (1980)
 SN1276
 SN1276                         *CURRENT SURVEY CONTROL
 SN1276  ___________________________________________________________________
 SN1276* NAD 83(1986)-  47 59 03.     (N)    101 31 43.     (W)     SCALED    
 SN1276* NAVD 88     -       629.909  (meters)    2066.63   (feet)  ADJUSTED  
 SN1276  ___________________________________________________________________
 SN1276  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1276  DYNAMIC HT  -         629.992 (meters)    2066.90  (feet)  COMP
 SN1276  MODELED GRAV-     980,721.6   (mgal)                       NAVD 88
 SN1276
 SN1276  VERT ORDER  -  SECOND    CLASS 0
 SN1276
 SN1276.The horizontal coordinates were scaled from a topographic map and have
 SN1276.an estimated accuracy of +/- 6 seconds.
 SN1276
 SN1276.The orthometric height was determined by differential leveling
 SN1276.and adjusted by the National Geodetic Survey in June 1991..
 SN1276
 SN1276.The geoid height was determined by GEOID03.
 SN1276
 SN1276.The dynamic height is computed by dividing the NAVD 88
 SN1276.geopotential number by the normal gravity value computed on the
 SN1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1276.degrees latitude (g = 980.6199 gals.).
 SN1276
 SN1276.The modeled gravity was interpolated from observed gravity values.
 SN1276
 SN1276;                    North         East    Units  Estimated Accuracy
 SN1276;SPC ND N     -   109,930.      523,220.      MT  (+/- 180 meters Scaled)
 SN1276
 SN1276                          SUPERSEDED SURVEY CONTROL
 SN1276
 SN1276  NGVD 29 (??/??/92)  629.502  (m)         2065.29   (f) ADJ UNCH    2 0
 SN1276
 SN1276.Superseded values are not recommended for survey control.
 SN1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1276.See file dsdata.txt to determine how the superseded data were derived.
 SN1276
 SN1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU113176(NAD 83)
 SN1276_MARKER: DB = BENCH MARK DISK
 SN1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1276_STAMPING: B 239 1962
 SN1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1276+STABILITY: SURFACE MOTION
 SN1276
 SN1276  HISTORY     - Date     Condition        Report By
 SN1276  HISTORY     - 1962     MONUMENTED       CGS
 SN1276
 SN1276                          STATION DESCRIPTION
 SN1276
 SN1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1276'9.7 MI NW FROM DOUGLAS.
 SN1276'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1276'AT DOUGLAS, THENCE 1.2 MILES WEST ALONG STATE HIGHWAY 23, 167 FEET
 SN1276'EAST OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD, 100 FEET
 SN1276'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET WEST OF A
 SN1276'TELEPHONE POLE, 2.5 FEET NORTHWEST OF A FENCE, 1.1 FEET SOUTHWEST OF A
 SN1276'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SN1276'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1592 ***********************************************************************
 TF1592  DESIGNATION -  B 240
 TF1592  PID         -  TF1592
 TF1592  STATE/COUNTY-  ND/MOUNTRAIL
 TF1592  USGS QUAD   -  DONNYBROOK (1948)
 TF1592
 TF1592                         *CURRENT SURVEY CONTROL
 TF1592  ___________________________________________________________________
 TF1592* NAD 83(1986)-  48 32 47.     (N)    101 59 30.     (W)     SCALED    
 TF1592* NAVD 88     -       622.937  (meters)    2043.75   (feet)  ADJUSTED  
 TF1592  ___________________________________________________________________
 TF1592  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TF1592  DYNAMIC HT  -         623.054 (meters)    2044.14  (feet)  COMP
 TF1592  MODELED GRAV-     980,778.9   (mgal)                       NAVD 88
 TF1592
 TF1592  VERT ORDER  -  SECOND    CLASS 0
 TF1592
 TF1592.The horizontal coordinates were scaled from a topographic map and have
 TF1592.an estimated accuracy of +/- 6 seconds.
 TF1592
 TF1592.The orthometric height was determined by differential leveling
 TF1592.and adjusted by the National Geodetic Survey in June 1991..
 TF1592
 TF1592.The geoid height was determined by GEOID03.
 TF1592
 TF1592.The dynamic height is computed by dividing the NAVD 88
 TF1592.geopotential number by the normal gravity value computed on the
 TF1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1592.degrees latitude (g = 980.6199 gals.).
 TF1592
 TF1592.The modeled gravity was interpolated from observed gravity values.
 TF1592
 TF1592;                    North         East    Units  Estimated Accuracy
 TF1592;SPC ND N     -   173,000.      489,880.      MT  (+/- 180 meters Scaled)
 TF1592
 TF1592                          SUPERSEDED SURVEY CONTROL
 TF1592
 TF1592  NGVD 29 (??/??/92)  622.538  (m)         2042.44   (f) ADJ UNCH    2 0
 TF1592
 TF1592.Superseded values are not recommended for survey control.
 TF1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1592.See file dsdata.txt to determine how the superseded data were derived.
 TF1592
 TF1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU792813(NAD 83)
 TF1592_MARKER: DB = BENCH MARK DISK
 TF1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1592_STAMPING: B 240 1963
 TF1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1592+STABILITY: SURFACE MOTION
 TF1592
 TF1592  HISTORY     - Date     Condition        Report By
 TF1592  HISTORY     - 1963     MONUMENTED       CGS
 TF1592  HISTORY     - 1964     GOOD             NGS
 TF1592
 TF1592                          STATION DESCRIPTION
 TF1592
 TF1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1592'0.9 MI E FROM COULEE.
 TF1592'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TF1592'RAILWAY STATION AT COULEE, ON THE OUTSIDE AND AT THE EAST END OF A
 TF1592'CURVE IN THE HIGHWAY, ABOUT 108 YARDS WEST OF THE JUNCTION OF A
 TF1592'DRIVEWAY LEADING SOUTH TO A GARBAGE DUMP, 38.0 FEET SOUTH OF THE
 TF1592'CENTERLINE OF THE HIGHWAY, 20.5 FEET WEST OF A FENCE CORNER, 2.0 FEET
 TF1592'NORTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TF1592'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TF1592'PROJECTING 3 INCHES, S 1, R 88 W, T 158 N.  NOTE-- THE HIGHWAY IS
 TF1592'BEING REBUILT AND IT APPEARS THAT THIS MARK WILL BE ABOUT 200 FT S OF
 TF1592'THE CENTERLINE OF THE NEW HIGHWAY.
 TF1592
 TF1592                          STATION RECOVERY (1964)
 TF1592
 TF1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TF1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0438 ***********************************************************************
 TG0438  DESIGNATION -  B 241
 TG0438  PID         -  TG0438
 TG0438  STATE/COUNTY-  ND/MOUNTRAIL
 TG0438  USGS QUAD   -  PALERMO (1981)
 TG0438
 TG0438                         *CURRENT SURVEY CONTROL
 TG0438  ___________________________________________________________________
 TG0438* NAD 83(1986)-  48 21 57.     (N)    102 10 51.     (W)     SCALED    
 TG0438* NAVD 88     -       658.039  (meters)    2158.92   (feet)  ADJUSTED  
 TG0438  ___________________________________________________________________
 TG0438  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0438  DYNAMIC HT  -         658.148 (meters)    2159.27  (feet)  COMP
 TG0438  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TG0438
 TG0438  VERT ORDER  -  FIRST     CLASS II
 TG0438
 TG0438.The horizontal coordinates were scaled from a topographic map and have
 TG0438.an estimated accuracy of +/- 6 seconds.
 TG0438
 TG0438.The orthometric height was determined by differential leveling
 TG0438.and adjusted by the National Geodetic Survey in June 1991..
 TG0438
 TG0438.The geoid height was determined by GEOID03.
 TG0438
 TG0438.The dynamic height is computed by dividing the NAVD 88
 TG0438.geopotential number by the normal gravity value computed on the
 TG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0438.degrees latitude (g = 980.6199 gals.).
 TG0438
 TG0438.The modeled gravity was interpolated from observed gravity values.
 TG0438
 TG0438;                    North         East    Units  Estimated Accuracy
 TG0438;SPC ND N     -   153,220.      475,470.      MT  (+/- 180 meters Scaled)
 TG0438
 TG0438                          SUPERSEDED SURVEY CONTROL
 TG0438
 TG0438  NGVD 29 (??/??/92)  657.594  (m)         2157.46   (f) ADJ UNCH    1 2
 TG0438
 TG0438.Superseded values are not recommended for survey control.
 TG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0438.See file dsdata.txt to determine how the superseded data were derived.
 TG0438
 TG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP087608(NAD 83)
 TG0438_MARKER: DB = BENCH MARK DISK
 TG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0438_STAMPING: B 241 1963
 TG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0438+STABILITY: SURFACE MOTION
 TG0438
 TG0438  HISTORY     - Date     Condition        Report By
 TG0438  HISTORY     - 1963     MONUMENTED       CGS
 TG0438
 TG0438                          STATION DESCRIPTION
 TG0438
 TG0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0438'4.0 MI NE FROM PALERMO.
 TG0438'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0438'PALERMO, THENCE 1.8 MILES NORTH ALONG A GRAVELED ROAD, ABOUT 0.1 MILE
 TG0438'SOUTH OF THE JUNCTION OF A DRIVEWAY LEADING WEST TO A FARMHOUSE, AT
 TG0438'THE NORTH END OF A DRY LAKE BED, ON THE SOUTH SLOPE AND AT THE FOOT OF
 TG0438'A SHORT STEEP HILL, 64 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 TG0438'WEST OF A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TG0438'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0438'PROJECTING 6 INCHES, S 6, R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0525 ***********************************************************************
 TG0525  DESIGNATION -  B 242
 TG0525  PID         -  TG0525
 TG0525  STATE/COUNTY-  ND/MOUNTRAIL
 TG0525  USGS QUAD   -  BELDEN SE (1981)
 TG0525
 TG0525                         *CURRENT SURVEY CONTROL
 TG0525  ___________________________________________________________________
 TG0525* NAD 83(1986)-  48 05 25.     (N)    102 21 14.     (W)     SCALED    
 TG0525* NAVD 88     -       698.243  (meters)    2290.82   (feet)  ADJUSTED  
 TG0525  ___________________________________________________________________
 TG0525  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG0525  DYNAMIC HT  -         698.339 (meters)    2291.13  (feet)  COMP
 TG0525  MODELED GRAV-     980,724.7   (mgal)                       NAVD 88
 TG0525
 TG0525  VERT ORDER  -  SECOND    CLASS 0
 TG0525
 TG0525.The horizontal coordinates were scaled from a topographic map and have
 TG0525.an estimated accuracy of +/- 6 seconds.
 TG0525
 TG0525.The orthometric height was determined by differential leveling
 TG0525.and adjusted by the National Geodetic Survey in June 1991..
 TG0525
 TG0525.The geoid height was determined by GEOID03.
 TG0525
 TG0525.The dynamic height is computed by dividing the NAVD 88
 TG0525.geopotential number by the normal gravity value computed on the
 TG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0525.degrees latitude (g = 980.6199 gals.).
 TG0525
 TG0525.The modeled gravity was interpolated from observed gravity values.
 TG0525
 TG0525;                    North         East    Units  Estimated Accuracy
 TG0525;SPC ND N     -   122,880.      461,920.      MT  (+/- 180 meters Scaled)
 TG0525
 TG0525                          SUPERSEDED SURVEY CONTROL
 TG0525
 TG0525  NGVD 29 (??/??/92)  697.790  (m)         2289.33   (f) ADJ UNCH    2 0
 TG0525
 TG0525.Superseded values are not recommended for survey control.
 TG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0525.See file dsdata.txt to determine how the superseded data were derived.
 TG0525
 TG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP970297(NAD 83)
 TG0525_MARKER: DB = BENCH MARK DISK
 TG0525_SETTING: 66 = SET IN ROCK OUTCROP
 TG0525_SP_SET: OUTCROP
 TG0525_STAMPING: B 242 1963
 TG0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG0525+STABILITY: POSITION/ELEVATION WELL
 TG0525
 TG0525  HISTORY     - Date     Condition        Report By
 TG0525  HISTORY     - 1963     MONUMENTED       CGS
 TG0525
 TG0525                          STATION DESCRIPTION
 TG0525
 TG0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0525'4.4 MI S FROM BELDEN.
 TG0525'ABOUT 4.4 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0525'BELDEN, ABOUT 0.3 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, SET IN
 TG0525'THE TOP OF A ROCK OUTCROP ABOUT 8 FEET LONG AND 2 1/2 FEET HIGH THAT
 TG0525'PROJECTS FROM A CUT 20 FEET HIGH, 50 FEET WEST OF THE CENTERLINE OF
 TG0525'THE HIGHWAY, ABOUT 20 FEET NORTH OF THE HIGHEST POINT OF THE CUT, 2.5
 TG0525'FEET SOUTH OF THE NORTH END OF THE ROCK, AND ABOUT LEVEL WITH THE
 TG0525'HIGHWAY, S 10, R 91 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1412 ***********************************************************************
 SN1412  DESIGNATION -  B 243
 SN1412  PID         -  SN1412
 SN1412  STATE/COUNTY-  ND/MOUNTRAIL
 SN1412  USGS QUAD   -  WABEK (1980)
 SN1412
 SN1412                         *CURRENT SURVEY CONTROL
 SN1412  ___________________________________________________________________
 SN1412* NAD 83(1986)-  47 59 32.     (N)    101 57 30.     (W)     SCALED    
 SN1412* NAVD 88     -       632.508  (meters)    2075.15   (feet)  ADJUSTED  
 SN1412  ___________________________________________________________________
 SN1412  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 SN1412  DYNAMIC HT  -         632.597 (meters)    2075.45  (feet)  COMP
 SN1412  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 SN1412
 SN1412  VERT ORDER  -  SECOND    CLASS 0
 SN1412
 SN1412.The horizontal coordinates were scaled from a topographic map and have
 SN1412.an estimated accuracy of +/- 6 seconds.
 SN1412
 SN1412.The orthometric height was determined by differential leveling
 SN1412.and adjusted by the National Geodetic Survey in June 1991..
 SN1412
 SN1412.The geoid height was determined by GEOID03.
 SN1412
 SN1412.The dynamic height is computed by dividing the NAVD 88
 SN1412.geopotential number by the normal gravity value computed on the
 SN1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1412.degrees latitude (g = 980.6199 gals.).
 SN1412
 SN1412.The modeled gravity was interpolated from observed gravity values.
 SN1412
 SN1412;                    North         East    Units  Estimated Accuracy
 SN1412;SPC ND N     -   111,350.      491,170.      MT  (+/- 180 meters Scaled)
 SN1412
 SN1412                          SUPERSEDED SURVEY CONTROL
 SN1412
 SN1412  NGVD 29 (??/??/92)  632.082  (m)         2073.76   (f) ADJ UNCH    2 0
 SN1412
 SN1412.Superseded values are not recommended for survey control.
 SN1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1412.See file dsdata.txt to determine how the superseded data were derived.
 SN1412
 SN1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU792196(NAD 83)
 SN1412_MARKER: DB = BENCH MARK DISK
 SN1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1412_STAMPING: B 243 1963
 SN1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1412+STABILITY: SURFACE MOTION
 SN1412
 SN1412  HISTORY     - Date     Condition        Report By
 SN1412  HISTORY     - 1963     MONUMENTED       CGS
 SN1412
 SN1412                          STATION DESCRIPTION
 SN1412
 SN1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1412'1.5 MI N FROM WABEK.
 SN1412'ABOUT 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN1412'CROSSING AT WABEK, THENCE 1.0 MILE NORTH ALONG A PAVED COUNTY ROAD, OR
 SN1412'2.0 MILES SOUTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 SN1412'AT PLAZA, 71 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 SN1412'TRACK ROAD, 58 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 36 FEET
 SN1412'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 4.3 FEET NORTH OF A
 SN1412'TELEPHONE POLE NO. 6, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 SN1412'FEET BELOW THE LEVEL OF THE PAVED ROAD, AND SET IN THE TOP OF A
 SN1412'CONCRETE POST PROJECTING 0.5 FOOT, S 17, R 88 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1326 ***********************************************************************
 TF1326  DESIGNATION -  B 244
 TF1326  PID         -  TF1326
 TF1326  STATE/COUNTY-  ND/WARD
 TF1326  USGS QUAD   -  PLAZA (1980)
 TF1326
 TF1326                         *CURRENT SURVEY CONTROL
 TF1326  ___________________________________________________________________
 TF1326* NAD 83(1986)-  48 03 08.     (N)    101 52 44.     (W)     SCALED    
 TF1326* NAVD 88     -       637.953  (meters)    2093.02   (feet)  ADJUSTED  
 TF1326  ___________________________________________________________________
 TF1326  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TF1326  DYNAMIC HT  -         638.045 (meters)    2093.32  (feet)  COMP
 TF1326  MODELED GRAV-     980,734.4   (mgal)                       NAVD 88
 TF1326
 TF1326  VERT ORDER  -  SECOND    CLASS 0
 TF1326
 TF1326.The horizontal coordinates were scaled from a topographic map and have
 TF1326.an estimated accuracy of +/- 6 seconds.
 TF1326
 TF1326.The orthometric height was determined by differential leveling
 TF1326.and adjusted by the National Geodetic Survey in June 1991..
 TF1326
 TF1326.The geoid height was determined by GEOID03.
 TF1326
 TF1326.The dynamic height is computed by dividing the NAVD 88
 TF1326.geopotential number by the normal gravity value computed on the
 TF1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1326.degrees latitude (g = 980.6199 gals.).
 TF1326
 TF1326.The modeled gravity was interpolated from observed gravity values.
 TF1326
 TF1326;                    North         East    Units  Estimated Accuracy
 TF1326;SPC ND N     -   117,910.      497,220.      MT  (+/- 180 meters Scaled)
 TF1326
 TF1326                          SUPERSEDED SURVEY CONTROL
 TF1326
 TF1326  NGVD 29 (??/??/92)  637.530  (m)         2091.63   (f) ADJ UNCH    2 0
 TF1326
 TF1326.Superseded values are not recommended for survey control.
 TF1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1326.See file dsdata.txt to determine how the superseded data were derived.
 TF1326
 TF1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU854261(NAD 83)
 TF1326_MARKER: DB = BENCH MARK DISK
 TF1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1326_STAMPING: B 244 1963
 TF1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1326+STABILITY: SURFACE MOTION
 TF1326
 TF1326  HISTORY     - Date     Condition        Report By
 TF1326  HISTORY     - 1963     MONUMENTED       CGS
 TF1326
 TF1326                          STATION DESCRIPTION
 TF1326
 TF1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1326'6.5 MI NE FROM PLAZA.
 TF1326'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1326'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1326'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.0 MILES EAST
 TF1326'ALONG A COUNTY ROAD, 97.0 FEET SOUTHEAST OF THE CENTER OF THE
 TF1326'INTERSECTION OF A NORTH-SOUTH ROAD, 86.0 FEET EAST OF THE CENTERLINE
 TF1326'OF THE NORTH-SOUTH ROAD, 42.5 FEET SOUTH OF THE CENTERLINE OF THE
 TF1326'EAST-WEST ROAD, 5.3 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A
 TF1326'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE EASTWEST ROAD,
 TF1326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 28, R 87
 TF1326'W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0690 ***********************************************************************
 TG0690  DESIGNATION -  B 245
 TG0690  PID         -  TG0690
 TG0690  STATE/COUNTY-  ND/MOUNTRAIL
 TG0690  USGS QUAD   -  EPWORTH (1981)
 TG0690
 TG0690                         *CURRENT SURVEY CONTROL
 TG0690  ___________________________________________________________________
 TG0690* NAD 83(1986)-  48 05 43.     (N)    102 10 53.     (W)     SCALED    
 TG0690* NAVD 88     -       653.281  (meters)    2143.31   (feet)  ADJUSTED  
 TG0690  ___________________________________________________________________
 TG0690  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG0690  DYNAMIC HT  -         653.379 (meters)    2143.63  (feet)  COMP
 TG0690  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 TG0690
 TG0690  VERT ORDER  -  SECOND    CLASS 0
 TG0690
 TG0690.The horizontal coordinates were scaled from a topographic map and have
 TG0690.an estimated accuracy of +/- 6 seconds.
 TG0690
 TG0690.The orthometric height was determined by differential leveling
 TG0690.and adjusted by the National Geodetic Survey in June 1991..
 TG0690
 TG0690.The geoid height was determined by GEOID03.
 TG0690
 TG0690.The dynamic height is computed by dividing the NAVD 88
 TG0690.geopotential number by the normal gravity value computed on the
 TG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0690.degrees latitude (g = 980.6199 gals.).
 TG0690
 TG0690.The modeled gravity was interpolated from observed gravity values.
 TG0690
 TG0690;                    North         East    Units  Estimated Accuracy
 TG0690;SPC ND N     -   123,140.      474,780.      MT  (+/- 180 meters Scaled)
 TG0690
 TG0690                          SUPERSEDED SURVEY CONTROL
 TG0690
 TG0690  NGVD 29 (??/??/92)  652.843  (m)         2141.87   (f) ADJ UNCH    2 0
 TG0690
 TG0690.Superseded values are not recommended for survey control.
 TG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0690.See file dsdata.txt to determine how the superseded data were derived.
 TG0690
 TG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP098307(NAD 83)
 TG0690_MARKER: DB = BENCH MARK DISK
 TG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0690_STAMPING: B 245 1963
 TG0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0690+STABILITY: SURFACE MOTION
 TG0690
 TG0690  HISTORY     - Date     Condition        Report By
 TG0690  HISTORY     - 1963     MONUMENTED       CGS
 TG0690
 TG0690                          STATION DESCRIPTION
 TG0690
 TG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0690'12.1 MI NW FROM PARSHALL.
 TG0690'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0690'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0690'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0690'A GRAVELED COUNTY ROAD, THENCE 5.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0690'ROAD, 58.0 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 TG0690'EAST-WEST ROAD, 46.5 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 TG0690'ROAD, 35.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1.6
 TG0690'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TG0690'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TG0690'FOOT, S 12, R 90 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1299 ***********************************************************************
 TF1299  DESIGNATION -  B 246
 TF1299  PID         -  TF1299
 TF1299  STATE/COUNTY-  ND/MOUNTRAIL
 TF1299  USGS QUAD   -  PLAZA SE (1980)
 TF1299
 TF1299                         *CURRENT SURVEY CONTROL
 TF1299  ___________________________________________________________________
 TF1299* NAD 83(1986)-  48 06 37.     (N)    101 51 26.     (W)     SCALED    
 TF1299* NAVD 88     -       646.785  (meters)    2121.99   (feet)  ADJUSTED  
 TF1299  ___________________________________________________________________
 TF1299  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TF1299  DYNAMIC HT  -         646.882 (meters)    2122.31  (feet)  COMP
 TF1299  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 TF1299
 TF1299  VERT ORDER  -  SECOND    CLASS 0
 TF1299
 TF1299.The horizontal coordinates were scaled from a topographic map and have
 TF1299.an estimated accuracy of +/- 6 seconds.
 TF1299
 TF1299.The orthometric height was determined by differential leveling
 TF1299.and adjusted by the National Geodetic Survey in June 1991..
 TF1299
 TF1299.The geoid height was determined by GEOID03.
 TF1299
 TF1299.The dynamic height is computed by dividing the NAVD 88
 TF1299.geopotential number by the normal gravity value computed on the
 TF1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1299.degrees latitude (g = 980.6199 gals.).
 TF1299
 TF1299.The modeled gravity was interpolated from observed gravity values.
 TF1299
 TF1299;                    North         East    Units  Estimated Accuracy
 TF1299;SPC ND N     -   124,330.      498,950.      MT  (+/- 180 meters Scaled)
 TF1299
 TF1299                          SUPERSEDED SURVEY CONTROL
 TF1299
 TF1299  NGVD 29 (??/??/92)  646.359  (m)         2120.60   (f) ADJ UNCH    2 0
 TF1299
 TF1299.Superseded values are not recommended for survey control.
 TF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1299.See file dsdata.txt to determine how the superseded data were derived.
 TF1299
 TF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU873325(NAD 83)
 TF1299_MARKER: DB = BENCH MARK DISK
 TF1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1299_STAMPING: B 246 1963
 TF1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1299+STABILITY: SURFACE MOTION
 TF1299
 TF1299  HISTORY     - Date     Condition        Report By
 TF1299  HISTORY     - 1963     MONUMENTED       CGS
 TF1299
 TF1299                          STATION DESCRIPTION
 TF1299
 TF1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1299'13.5 MI NE FROM PLAZA.
 TF1299'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1299'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1299'7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES EAST
 TF1299'ALONG A GRADED COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A GRADED
 TF1299'COUNTY ROAD, 61.0 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 TF1299'ROAD LEADING WEST, 42.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TF1299'ROAD, 46.0 FEET NORTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 TF1299'WEST, 5.0 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE, 1.5 FEET
 TF1299'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TF1299'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TF1299'FOOT, S 34, R 87 W, T 154 N.  NOTE-- THIS MARK CAN ALSO BE REACHED BY
 TF1299'GOING 4.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD CROSSING
 TF1299'AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1299'5.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.0 MILES WEST
 TF1299'ALONG A GRAVELED COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0764 ***********************************************************************
 TG0764  DESIGNATION -  B 247
 TG0764  PID         -  TG0764
 TG0764  STATE/COUNTY-  ND/MOUNTRAIL
 TG0764  USGS QUAD   -  BLAISDELL (1981)
 TG0764
 TG0764                         *CURRENT SURVEY CONTROL
 TG0764  ___________________________________________________________________
 TG0764* NAD 83(1986)-  48 16 09.     (N)    102 04 23.     (W)     SCALED    
 TG0764* NAVD 88     -       652.489  (meters)    2140.71   (feet)  ADJUSTED  
 TG0764  ___________________________________________________________________
 TG0764  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TG0764  DYNAMIC HT  -         652.594 (meters)    2141.05  (feet)  COMP
 TG0764  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 TG0764
 TG0764  VERT ORDER  -  SECOND    CLASS 0
 TG0764
 TG0764.The horizontal coordinates were scaled from a topographic map and have
 TG0764.an estimated accuracy of +/- 6 seconds.
 TG0764
 TG0764.The orthometric height was determined by differential leveling
 TG0764.and adjusted by the National Geodetic Survey in June 1991..
 TG0764
 TG0764.The geoid height was determined by GEOID03.
 TG0764
 TG0764.The dynamic height is computed by dividing the NAVD 88
 TG0764.geopotential number by the normal gravity value computed on the
 TG0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0764.degrees latitude (g = 980.6199 gals.).
 TG0764
 TG0764.The modeled gravity was interpolated from observed gravity values.
 TG0764
 TG0764;                    North         East    Units  Estimated Accuracy
 TG0764;SPC ND N     -   142,300.      483,240.      MT  (+/- 180 meters Scaled)
 TG0764
 TG0764                          SUPERSEDED SURVEY CONTROL
 TG0764
 TG0764  NGVD 29 (??/??/92)  652.049  (m)         2139.26   (f) ADJ UNCH    2 0
 TG0764
 TG0764.Superseded values are not recommended for survey control.
 TG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0764.See file dsdata.txt to determine how the superseded data were derived.
 TG0764
 TG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP171503(NAD 83)
 TG0764_MARKER: DB = BENCH MARK DISK
 TG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0764_STAMPING: B 247 1963
 TG0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0764+STABILITY: SURFACE MOTION
 TG0764
 TG0764  HISTORY     - Date     Condition        Report By
 TG0764  HISTORY     - 1963     MONUMENTED       CGS
 TG0764  HISTORY     - 1982     GOOD             LOCSUR
 TG0764
 TG0764                          STATION DESCRIPTION
 TG0764
 TG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0764'5.8 MI S FROM BLAISDELL.
 TG0764'ABOUT 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0764'STATION AT BLAISDELL, 77.5 FEET SOUTHEAST OF THE CENTER OF THE
 TG0764'INTERSECTION OF AN EAST-WEST ROAD, 69.6 FEET EAST OF THE CENTERLINE OF
 TG0764'THE NORTH-SOUTH ROAD, 35.0 FEET SOUTH OF THE CENTERLINE OF THE
 TG0764'EAST-WEST ROAD, 14.5 FEET NORTHEAST OF A BRACE POLE, 7.5 FEET WEST
 TG0764'ACROSS A FENCE FROM A TELEPHONE POLE BRACED BY TWO GUY WIRES, 3.3 FEET
 TG0764'SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TG0764'ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 TG0764'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 12, R 89 W, T 155 N.
 TG0764
 TG0764                          STATION RECOVERY (1982)
 TG0764
 TG0764'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TG0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1184 ***********************************************************************
 SN1184  DESIGNATION -  B 248
 SN1184  PID         -  SN1184
 SN1184  STATE/COUNTY-  ND/MCLEAN
 SN1184  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1184
 SN1184                         *CURRENT SURVEY CONTROL
 SN1184  ___________________________________________________________________
 SN1184* NAD 83(1986)-  47 44 47.     (N)    101 51 01.     (W)     SCALED    
 SN1184* NAVD 88     -       639.111  (meters)    2096.82   (feet)  ADJUSTED  
 SN1184  ___________________________________________________________________
 SN1184  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 SN1184  DYNAMIC HT  -         639.182 (meters)    2097.05  (feet)  COMP
 SN1184  MODELED GRAV-     980,702.6   (mgal)                       NAVD 88
 SN1184
 SN1184  VERT ORDER  -  SECOND    CLASS 0
 SN1184
 SN1184.The horizontal coordinates were scaled from a topographic map and have
 SN1184.an estimated accuracy of +/- 6 seconds.
 SN1184
 SN1184.The orthometric height was determined by differential leveling
 SN1184.and adjusted by the National Geodetic Survey in June 1991..
 SN1184
 SN1184.The geoid height was determined by GEOID03.
 SN1184
 SN1184.The dynamic height is computed by dividing the NAVD 88
 SN1184.geopotential number by the normal gravity value computed on the
 SN1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1184.degrees latitude (g = 980.6199 gals.).
 SN1184
 SN1184.The modeled gravity was interpolated from observed gravity values.
 SN1184
 SN1184;                    North         East    Units  Estimated Accuracy
 SN1184;SPC ND N     -    83,870.      498,750.      MT  (+/- 180 meters Scaled)
 SN1184
 SN1184                          SUPERSEDED SURVEY CONTROL
 SN1184
 SN1184  NGVD 29 (??/??/92)  638.690  (m)         2095.44   (f) ADJ UNCH    2 0
 SN1184
 SN1184.Superseded values are not recommended for survey control.
 SN1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1184.See file dsdata.txt to determine how the superseded data were derived.
 SN1184
 SN1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT863920(NAD 83)
 SN1184_MARKER: DB = BENCH MARK DISK
 SN1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1184_STAMPING: B 248 1963
 SN1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1184+STABILITY: SURFACE MOTION
 SN1184
 SN1184  HISTORY     - Date     Condition        Report By
 SN1184  HISTORY     - 1963     MONUMENTED       CGS
 SN1184
 SN1184                          STATION DESCRIPTION
 SN1184
 SN1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1184'0.65 MI W FROM ROSEGLEN.
 SN1184'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1184'MAIN STREET AT ROSEGLEN, 102 FEET NORTHEAST OF THE CENTER OF THE
 SN1184'INTERSECTION OF A NORTH-SOUTH ROAD, 93 FEET NORTH OF THE CENTERLINE OF
 SN1184'THE HIGHWAY, 40 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 SN1184'3.8 FEET SOUTH OF A POWER POLE, 1.4 FEET WEST OF A METAL WITNESS POST,
 SN1184'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN1184'CONCRETE POST PROJECTING 0.6 FOOT, S 5, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0167 ***********************************************************************
 SN0167  DESIGNATION -  B 249
 SN0167  PID         -  SN0167
 SN0167  STATE/COUNTY-  ND/MCLEAN
 SN0167  USGS QUAD   -  TURTLE CREEK NW (1980)
 SN0167
 SN0167                         *CURRENT SURVEY CONTROL
 SN0167  ___________________________________________________________________
 SN0167* NAD 83(1986)-  47 29 15.     (N)    100 58 19.     (W)     SCALED    
 SN0167* NAVD 88     -       600.153  (meters)    1969.00   (feet)  ADJUSTED  
 SN0167  ___________________________________________________________________
 SN0167  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SN0167  DYNAMIC HT  -         600.209 (meters)    1969.19  (feet)  COMP
 SN0167  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SN0167
 SN0167  VERT ORDER  -  SECOND    CLASS 0
 SN0167
 SN0167.The horizontal coordinates were scaled from a topographic map and have
 SN0167.an estimated accuracy of +/- 6 seconds.
 SN0167
 SN0167.The orthometric height was determined by differential leveling
 SN0167.and adjusted by the National Geodetic Survey in June 1991..
 SN0167
 SN0167.The geoid height was determined by GEOID03.
 SN0167
 SN0167.The dynamic height is computed by dividing the NAVD 88
 SN0167.geopotential number by the normal gravity value computed on the
 SN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0167.degrees latitude (g = 980.6199 gals.).
 SN0167
 SN0167.The modeled gravity was interpolated from observed gravity values.
 SN0167
 SN0167;                    North         East    Units  Estimated Accuracy
 SN0167;SPC ND N     -    54,310.      564,430.      MT  (+/- 180 meters Scaled)
 SN0167
 SN0167                          SUPERSEDED SURVEY CONTROL
 SN0167
 SN0167  NGVD 29 (??/??/92)  599.746  (m)         1967.67   (f) ADJ UNCH    2 0
 SN0167
 SN0167.Superseded values are not recommended for survey control.
 SN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0167.See file dsdata.txt to determine how the superseded data were derived.
 SN0167
 SN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT514612(NAD 83)
 SN0167_MARKER: DB = BENCH MARK DISK
 SN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0167_STAMPING: B 249 1963
 SN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0167+STABILITY: SURFACE MOTION
 SN0167
 SN0167  HISTORY     - Date     Condition        Report By
 SN0167  HISTORY     - 1963     MONUMENTED       CGS
 SN0167
 SN0167                          STATION DESCRIPTION
 SN0167
 SN0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0167'6.2 MI SW FROM TURTLE LAKE.
 SN0167'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET FROM THE RAILWAY STATION AT
 SN0167'TURTLE LAKE, THENCE 3.8 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 SN0167'THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 115 FEET
 SN0167'NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 102
 SN0167'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 43 FEET NORTH OF
 SN0167'THE CENTERLINE OF THE EAST-WEST ROAD, 4.0 FEET WEST OF REA POLE NO.
 SN0167'25-51, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SN0167'LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0167'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1250 ***********************************************************************
 TF1250  DESIGNATION -  B 250
 TF1250  PID         -  TF1250
 TF1250  STATE/COUNTY-  ND/MOUNTRAIL
 TF1250  USGS QUAD   -  TAGUS (1980)
 TF1250
 TF1250                         *CURRENT SURVEY CONTROL
 TF1250  ___________________________________________________________________
 TF1250* NAD 83(1986)-  48 15 16.     (N)    101 57 56.     (W)     SCALED    
 TF1250* NAVD 88     -       644.134  (meters)    2113.30   (feet)  ADJUSTED  
 TF1250  ___________________________________________________________________
 TF1250  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TF1250  DYNAMIC HT  -         644.232 (meters)    2113.62  (feet)  COMP
 TF1250  MODELED GRAV-     980,741.7   (mgal)                       NAVD 88
 TF1250
 TF1250  VERT ORDER  -  SECOND    CLASS 0
 TF1250
 TF1250.The horizontal coordinates were scaled from a topographic map and have
 TF1250.an estimated accuracy of +/- 6 seconds.
 TF1250
 TF1250.The orthometric height was determined by differential leveling
 TF1250.and adjusted by the National Geodetic Survey in June 1991..
 TF1250
 TF1250.The geoid height was determined by GEOID03.
 TF1250
 TF1250.The dynamic height is computed by dividing the NAVD 88
 TF1250.geopotential number by the normal gravity value computed on the
 TF1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1250.degrees latitude (g = 980.6199 gals.).
 TF1250
 TF1250.The modeled gravity was interpolated from observed gravity values.
 TF1250
 TF1250;                    North         East    Units  Estimated Accuracy
 TF1250;SPC ND N     -   140,510.      491,180.      MT  (+/- 180 meters Scaled)
 TF1250
 TF1250                          SUPERSEDED SURVEY CONTROL
 TF1250
 TF1250  NGVD 29 (??/??/92)  643.697  (m)         2111.86   (f) ADJ UNCH    2 0
 TF1250
 TF1250.Superseded values are not recommended for survey control.
 TF1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1250.See file dsdata.txt to determine how the superseded data were derived.
 TF1250
 TF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU798488(NAD 83)
 TF1250_MARKER: DB = BENCH MARK DISK
 TF1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1250_STAMPING: B 250 1963
 TF1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1250+STABILITY: SURFACE MOTION
 TF1250
 TF1250  HISTORY     - Date     Condition        Report By
 TF1250  HISTORY     - 1963     MONUMENTED       CGS
 TF1250  HISTORY     - 1982     GOOD             LOCSUR
 TF1250
 TF1250                          STATION DESCRIPTION
 TF1250
 TF1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1250'7.2 MI S FROM TAGUS.
 TF1250'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1250'TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 6.7 MILES
 TF1250'SOUTH ALONG A GRAVELED COUNTY ROAD, 70 FEET SOUTHEAST OF THE CENTER OF
 TF1250'THE T-JUNCTION OF A ROAD LEADING WEST, 56 FEET SOUTH OF THE EXTENDED
 TF1250'CENTERLINE OF THE ROAD LEADING WEST, 41 FEET EAST OF THE CENTERLINE OF
 TF1250'THE NORTH-SOUTH ROAD, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 TF1250'FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TF1250'CONCRETE POST PROJECTING 0.6 FOOT, S 14, R 88 W, T 155 N.
 TF1250
 TF1250                          STATION RECOVERY (1982)
 TF1250
 TF1250'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TF1250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0543 ***********************************************************************
 TG0543  DESIGNATION -  B 251
 TG0543  PID         -  TG0543
 TG0543  STATE/COUNTY-  ND/MOUNTRAIL
 TG0543  USGS QUAD   -  STANLEY (1981)
 TG0543
 TG0543                         *CURRENT SURVEY CONTROL
 TG0543  ___________________________________________________________________
 TG0543* NAD 83(1986)-  48 21 21.     (N)    102 23 47.     (W)     SCALED    
 TG0543* NAVD 88     -       683.531  (meters)    2242.55   (feet)  ADJUSTED  
 TG0543  ___________________________________________________________________
 TG0543  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG0543  DYNAMIC HT  -         683.642 (meters)    2242.92  (feet)  COMP
 TG0543  MODELED GRAV-     980,749.6   (mgal)                       NAVD 88
 TG0543
 TG0543  VERT ORDER  -  SECOND    CLASS 0
 TG0543
 TG0543.The horizontal coordinates were scaled from a topographic map and have
 TG0543.an estimated accuracy of +/- 6 seconds.
 TG0543
 TG0543.The orthometric height was determined by differential leveling
 TG0543.and adjusted by the National Geodetic Survey in June 1991..
 TG0543
 TG0543.The geoid height was determined by GEOID03.
 TG0543
 TG0543.The dynamic height is computed by dividing the NAVD 88
 TG0543.geopotential number by the normal gravity value computed on the
 TG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0543.degrees latitude (g = 980.6199 gals.).
 TG0543
 TG0543.The modeled gravity was interpolated from observed gravity values.
 TG0543
 TG0543;                    North         East    Units  Estimated Accuracy
 TG0543;SPC ND N     -   152,480.      459,480.      MT  (+/- 180 meters Scaled)
 TG0543
 TG0543                          SUPERSEDED SURVEY CONTROL
 TG0543
 TG0543  NGVD 29 (??/??/92)  683.078  (m)         2241.07   (f) ADJ UNCH    2 0
 TG0543
 TG0543.Superseded values are not recommended for survey control.
 TG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0543.See file dsdata.txt to determine how the superseded data were derived.
 TG0543
 TG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP928591(NAD 83)
 TG0543_MARKER: DB = BENCH MARK DISK
 TG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0543_STAMPING: B 251 1963
 TG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0543+STABILITY: SURFACE MOTION
 TG0543
 TG0543  HISTORY     - Date     Condition        Report By
 TG0543  HISTORY     - 1963     MONUMENTED       CGS
 TG0543  HISTORY     - 1981     GOOD             NGS
 TG0543
 TG0543                          STATION DESCRIPTION
 TG0543
 TG0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0543'2.6 MI N FROM STANLEY.
 TG0543'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0543'STANLEY, 101 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A
 TG0543'GRAVELED ROAD, 90 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 58 FEET
 TG0543'SOUTHEAST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD
 TG0543'LEADING EAST, 47 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 TG0543'4.5 FEET SOUTHWEST OF A TELEPHONE POLE AND A FENCE CORNER, 2.0 FEET
 TG0543'WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TG0543'WITH THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0543'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, S 9, R 91 W, T 156 N.
 TG0543
 TG0543                          STATION RECOVERY (1981)
 TG0543
 TG0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0847 ***********************************************************************
 TG0847  DESIGNATION -  B 252
 TG0847  PID         -  TG0847
 TG0847  STATE/COUNTY-  ND/MOUNTRAIL
 TG0847  USGS QUAD   -  TIOGA (1979)
 TG0847
 TG0847                         *CURRENT SURVEY CONTROL
 TG0847  ___________________________________________________________________
 TG0847* NAD 83(1986)-  48 23 41.     (N)    102 56 22.     (W)     SCALED    
 TG0847* NAVD 88     -       682.492  (meters)    2239.14   (feet)  ADJUSTED  
 TG0847  ___________________________________________________________________
 TG0847  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0847  DYNAMIC HT  -         682.582 (meters)    2239.44  (feet)  COMP
 TG0847  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 TG0847
 TG0847  VERT ORDER  -  FIRST     CLASS II
 TG0847
 TG0847.The horizontal coordinates were scaled from a topographic map and have
 TG0847.an estimated accuracy of +/- 6 seconds.
 TG0847
 TG0847.The orthometric height was determined by differential leveling
 TG0847.and adjusted by the National Geodetic Survey in June 1991..
 TG0847
 TG0847.The geoid height was determined by GEOID03.
 TG0847
 TG0847.The dynamic height is computed by dividing the NAVD 88
 TG0847.geopotential number by the normal gravity value computed on the
 TG0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0847.degrees latitude (g = 980.6199 gals.).
 TG0847
 TG0847.The modeled gravity was interpolated from observed gravity values.
 TG0847
 TG0847;                    North         East    Units  Estimated Accuracy
 TG0847;SPC ND N     -   157,930.      419,390.      MT  (+/- 180 meters Scaled)
 TG0847
 TG0847                          SUPERSEDED SURVEY CONTROL
 TG0847
 TG0847  NGVD 29 (??/??/92)  681.995  (m)         2237.51   (f) ADJ UNCH    1 2
 TG0847
 TG0847.Superseded values are not recommended for survey control.
 TG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0847.See file dsdata.txt to determine how the superseded data were derived.
 TG0847
 TG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP525622(NAD 83)
 TG0847_MARKER: DB = BENCH MARK DISK
 TG0847_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0847_SP_SET: BASIN
 TG0847_STAMPING: B 252 1963
 TG0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0847
 TG0847  HISTORY     - Date     Condition        Report By
 TG0847  HISTORY     - 1963     MONUMENTED       CGS
 TG0847
 TG0847                          STATION DESCRIPTION
 TG0847
 TG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0847'IN TIOGA.
 TG0847'105 YARDS WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0847'TIOGA, AT THE CROSSING OF MAIN STREET, SET IN THE TOP OF THE SOUTHEAST
 TG0847'CORNER OF A 4-FOOT SQUARE CONCRETE CATCH BASIN, 24.0 FEET NORTH OF THE
 TG0847'NORTH RAIL OF THE MAIN TRACK, 24.0 FEET WEST OF THE WEST CURB OF MAIN
 TG0847'STREET, ABOUT 0.15 MILE EAST OF MILEPOST 82, AND ABOUT 5 FEET BELOW
 TG0847'THE LEVEL OF THE TRACK, S 27, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0805 ***********************************************************************
 SN0805  DESIGNATION -  B 253
 SN0805  PID         -  SN0805
 SN0805  STATE/COUNTY-  ND/WARD
 SN0805  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0805
 SN0805                         *CURRENT SURVEY CONTROL
 SN0805  ___________________________________________________________________
 SN0805* NAD 83(1986)-  47 51 44.     (N)    101 27 56.     (W)     SCALED    
 SN0805* NAVD 88     -       639.967  (meters)    2099.63   (feet)  ADJUSTED  
 SN0805  ___________________________________________________________________
 SN0805  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SN0805  DYNAMIC HT  -         640.042 (meters)    2099.87  (feet)  COMP
 SN0805  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 SN0805
 SN0805  VERT ORDER  -  SECOND    CLASS 0
 SN0805
 SN0805.The horizontal coordinates were scaled from a topographic map and have
 SN0805.an estimated accuracy of +/- 6 seconds.
 SN0805
 SN0805.The orthometric height was determined by differential leveling
 SN0805.and adjusted by the National Geodetic Survey in June 1991..
 SN0805
 SN0805.The geoid height was determined by GEOID03.
 SN0805
 SN0805.The dynamic height is computed by dividing the NAVD 88
 SN0805.geopotential number by the normal gravity value computed on the
 SN0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0805.degrees latitude (g = 980.6199 gals.).
 SN0805
 SN0805.The modeled gravity was interpolated from observed gravity values.
 SN0805
 SN0805;                    North         East    Units  Estimated Accuracy
 SN0805;SPC ND N     -    96,320.      527,760.      MT  (+/- 180 meters Scaled)
 SN0805
 SN0805                          SUPERSEDED SURVEY CONTROL
 SN0805
 SN0805  NGVD 29 (??/??/92)  639.57   (m)         2098.3    (f) COMPUTED    2 0
 SN0805
 SN0805.Superseded values are not recommended for survey control.
 SN0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0805.See file dsdata.txt to determine how the superseded data were derived.
 SN0805
 SN0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU155039(NAD 83)
 SN0805_MARKER: DB = BENCH MARK DISK
 SN0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0805_STAMPING: B 253 1963
 SN0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0805+STABILITY: SURFACE MOTION
 SN0805
 SN0805  HISTORY     - Date     Condition        Report By
 SN0805  HISTORY     - 1963     MONUMENTED       CGS
 SN0805
 SN0805                          STATION DESCRIPTION
 SN0805
 SN0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0805'1.9 MI E FROM DOUGLAS.
 SN0805'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0805'STATION AT DOUGLAS, THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 53, 118
 SN0805'FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A TRACK ROAD LEADING
 SN0805'SOUTH, 100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET WEST
 SN0805'OF THE CENTERLINE OF THE TRACK ROAD, 4.3 FEET NORTHWEST OF A FENCE
 SN0805'CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 SN0805'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0805'0.6 FOOT, S 31, R 84 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0791 ***********************************************************************
 TG0791  DESIGNATION -  B 254
 TG0791  PID         -  TG0791
 TG0791  STATE/COUNTY-  ND/MOUNTRAIL
 TG0791  USGS QUAD   -  STANLEY (1981)
 TG0791
 TG0791                         *CURRENT SURVEY CONTROL
 TG0791  ___________________________________________________________________
 TG0791* NAD 83(1986)-  48 17 00.     (N)    102 27 39.     (W)     SCALED    
 TG0791* NAVD 88     -       706.106  (meters)    2316.62   (feet)  ADJUSTED  
 TG0791  ___________________________________________________________________
 TG0791  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG0791  DYNAMIC HT  -         706.214 (meters)    2316.97  (feet)  COMP
 TG0791  MODELED GRAV-     980,738.8   (mgal)                       NAVD 88
 TG0791
 TG0791  VERT ORDER  -  SECOND    CLASS 0
 TG0791
 TG0791.The horizontal coordinates were scaled from a topographic map and have
 TG0791.an estimated accuracy of +/- 6 seconds.
 TG0791
 TG0791.The orthometric height was determined by differential leveling
 TG0791.and adjusted by the National Geodetic Survey in June 1991..
 TG0791
 TG0791.The geoid height was determined by GEOID03.
 TG0791
 TG0791.The dynamic height is computed by dividing the NAVD 88
 TG0791.geopotential number by the normal gravity value computed on the
 TG0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0791.degrees latitude (g = 980.6199 gals.).
 TG0791
 TG0791.The modeled gravity was interpolated from observed gravity values.
 TG0791
 TG0791;                    North         East    Units  Estimated Accuracy
 TG0791;SPC ND N     -   144,540.      454,500.      MT  (+/- 180 meters Scaled)
 TG0791
 TG0791                          SUPERSEDED SURVEY CONTROL
 TG0791
 TG0791  NGVD 29 (??/??/92)  705.643  (m)         2315.10   (f) ADJ UNCH    2 0
 TG0791
 TG0791.Superseded values are not recommended for survey control.
 TG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0791.See file dsdata.txt to determine how the superseded data were derived.
 TG0791
 TG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP883509(NAD 83)
 TG0791_MARKER: DB = BENCH MARK DISK
 TG0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0791_STAMPING: B 254 1963
 TG0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0791+STABILITY: SURFACE MOTION
 TG0791
 TG0791  HISTORY     - Date     Condition        Report By
 TG0791  HISTORY     - 1963     MONUMENTED       CGS
 TG0791  HISTORY     - 1981     GOOD             NGS
 TG0791
 TG0791                          STATION DESCRIPTION
 TG0791
 TG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0791'5.4 MI SW FROM STANLEY.
 TG0791'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0791'AT STANLEY, THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 59
 TG0791'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A TRACK ROAD, 51.5
 TG0791'FEET EAST OF THE CENTERLINE OF THE ROAD, 29.0 FEET SOUTH OF THE
 TG0791'CENTERLINE OF THE TRACK ROAD, 15.0 FEET NORTHEAST OF A TELEPHONE POLE,
 TG0791'12.6 FEET EAST OF A FENCE CORNER, 2.0 FEET WEST OF A METAL WITNESS
 TG0791'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN
 TG0791'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 1, R 92 W, T 155 N.
 TG0791
 TG0791                          STATION RECOVERY (1981)
 TG0791
 TG0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0135 ***********************************************************************
 TG0135  DESIGNATION -  B 255
 TG0135  PID         -  TG0135
 TG0135  STATE/COUNTY-  ND/WARD
 TG0135  USGS QUAD   -  COULEE (1949)
 TG0135
 TG0135                         *CURRENT SURVEY CONTROL
 TG0135  ___________________________________________________________________
 TG0135* NAD 83(1986)-  48 32 47.     (N)    102 04 56.     (W)     SCALED    
 TG0135* NAVD 88     -       669.795  (meters)    2197.49   (feet)  ADJUSTED  
 TG0135  ___________________________________________________________________
 TG0135  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TG0135  DYNAMIC HT  -         669.913 (meters)    2197.87  (feet)  COMP
 TG0135  MODELED GRAV-     980,764.0   (mgal)                       NAVD 88
 TG0135
 TG0135  VERT ORDER  -  SECOND    CLASS 0
 TG0135
 TG0135.The horizontal coordinates were scaled from a topographic map and have
 TG0135.an estimated accuracy of +/- 6 seconds.
 TG0135
 TG0135.The orthometric height was determined by differential leveling
 TG0135.and adjusted by the National Geodetic Survey in June 1991..
 TG0135
 TG0135.The geoid height was determined by GEOID03.
 TG0135
 TG0135.The dynamic height is computed by dividing the NAVD 88
 TG0135.geopotential number by the normal gravity value computed on the
 TG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0135.degrees latitude (g = 980.6199 gals.).
 TG0135
 TG0135.The modeled gravity was interpolated from observed gravity values.
 TG0135
 TG0135;                    North         East    Units  Estimated Accuracy
 TG0135;SPC ND N     -   173,130.      483,190.      MT  (+/- 180 meters Scaled)
 TG0135
 TG0135                          SUPERSEDED SURVEY CONTROL
 TG0135
 TG0135  NGVD 29 (??/??/92)  669.381  (m)         2196.13   (f) ADJ UNCH    2 0
 TG0135
 TG0135.Superseded values are not recommended for survey control.
 TG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0135.See file dsdata.txt to determine how the superseded data were derived.
 TG0135
 TG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP153811(NAD 83)
 TG0135_MARKER: DB = BENCH MARK DISK
 TG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0135_STAMPING: B 255 1963
 TG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0135+STABILITY: SURFACE MOTION
 TG0135
 TG0135  HISTORY     - Date     Condition        Report By
 TG0135  HISTORY     - 1963     MONUMENTED       CGS
 TG0135
 TG0135                          STATION DESCRIPTION
 TG0135
 TG0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0135'3.3 MI W FROM COULEE.
 TG0135'ABOUT 3.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0135'RAILWAY STATION AT COULEE, AT THE SOUTHEAST CORNER OF S 31, R 88 W, T
 TG0135'159 N, 180 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 TG0135'INTERSECTION, 172 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 TG0135'WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 1.4 FEET SOUTH OF A
 TG0135'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG0135'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1221 ***********************************************************************
 TE1221  DESIGNATION -  B 256
 TE1221  PID         -  TE1221
 TE1221  STATE/COUNTY-  ND/RAMSEY
 TE1221  USGS QUAD   -  PENN (1994)
 TE1221
 TE1221                         *CURRENT SURVEY CONTROL
 TE1221  ___________________________________________________________________
 TE1221* NAD 83(1986)-  48 13 31.     (N)    099 06 14.     (W)     SCALED    
 TE1221* NAVD 88     -       445.288  (meters)    1460.92   (feet)  ADJUSTED  
 TE1221  ___________________________________________________________________
 TE1221  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 TE1221  DYNAMIC HT  -         445.370 (meters)    1461.18  (feet)  COMP
 TE1221  MODELED GRAV-     980,781.1   (mgal)                       NAVD 88
 TE1221
 TE1221  VERT ORDER  -  FIRST     CLASS II
 TE1221
 TE1221.The horizontal coordinates were scaled from a topographic map and have
 TE1221.an estimated accuracy of +/- 6 seconds.
 TE1221
 TE1221.The orthometric height was determined by differential leveling
 TE1221.and adjusted by the National Geodetic Survey in June 1991..
 TE1221
 TE1221.The geoid height was determined by GEOID03.
 TE1221
 TE1221.The dynamic height is computed by dividing the NAVD 88
 TE1221.geopotential number by the normal gravity value computed on the
 TE1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1221.degrees latitude (g = 980.6199 gals.).
 TE1221
 TE1221.The modeled gravity was interpolated from observed gravity values.
 TE1221
 TE1221;                    North         East    Units  Estimated Accuracy
 TE1221;SPC ND N     -   137,170.      703,720.      MT  (+/- 180 meters Scaled)
 TE1221
 TE1221                          SUPERSEDED SURVEY CONTROL
 TE1221
 TE1221  NGVD 29 (??/??/92)  444.920  (m)         1459.71   (f) ADJ UNCH    1 2
 TE1221
 TE1221.Superseded values are not recommended for survey control.
 TE1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1221.See file dsdata.txt to determine how the superseded data were derived.
 TE1221
 TE1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU922413(NAD 83)
 TE1221_MARKER: DB = BENCH MARK DISK
 TE1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1221_STAMPING: B 256 1963
 TE1221_MARK LOGO: CGS   
 TE1221_PROJECTION: FLUSH
 TE1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1221+STABILITY: SURFACE MOTION
 TE1221
 TE1221  HISTORY     - Date     Condition        Report By
 TE1221  HISTORY     - 1963     MONUMENTED       CGS
 TE1221  HISTORY     - 1982     GOOD             NGS
 TE1221
 TE1221                          STATION DESCRIPTION
 TE1221
 TE1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1221'0.8 MI NW FROM PENN.
 TE1221'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1221'STATION AT PENN, IN S 23, R 66 W, T 155 N, BETWEEN THE TRACK AND U.S.
 TE1221'HIGHWAY 2, 176 FEET WEST ACROSS THE TRACK FROM MILEPOST 99, 145 FEET
 TE1221'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 126 FEET EAST OF THE
 TE1221'NORTHEAST END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY, 77.0 FEET
 TE1221'SOUTHWEST OF THE SOUTHWEST RAIL, 1.9 FEET NORTHWEST OF A METAL WITNESS
 TE1221'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 8 FEET BELOW THE LEVEL OF
 TE1221'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 TE1221
 TE1221                          STATION RECOVERY (1982)
 TE1221
 TE1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1221'10.3 KM (6.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 TE1221'OF U.S. HIGHWAY 281 ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS FERRY,
 TE1221'53.6 METERS (176.0 FT) WEST AND ACROSS THE TRACKS FROM RAILROAD
 TE1221'MILEPOST 99, 44.1 METERS (145.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 TE1221'HIGHWAY, 38.4 METERS (126.0 FT) EAST OF THE NORTHEAST END OF A
 TE1221'0.9 METER (3.0 FT) PIPE CULVERT UNDER THE HIGHWAY, AND 23.4 METERS
 TE1221'(77.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 TE1221'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TE1221'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0680 ***********************************************************************
 TE0680  DESIGNATION -  B 257
 TE0680  PID         -  TE0680
 TE0680  STATE/COUNTY-  ND/RAMSEY
 TE0680  USGS QUAD   -  CRARY (1994)
 TE0680
 TE0680                         *CURRENT SURVEY CONTROL
 TE0680  ___________________________________________________________________
 TE0680* NAD 83(1986)-  48 05 05.     (N)    098 40 57.     (W)     SCALED    
 TE0680* NAVD 88     -       450.317  (meters)    1477.41   (feet)  ADJUSTED  
 TE0680  ___________________________________________________________________
 TE0680  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 TE0680  DYNAMIC HT  -         450.392 (meters)    1477.66  (feet)  COMP
 TE0680  MODELED GRAV-     980,763.8   (mgal)                       NAVD 88
 TE0680
 TE0680  VERT ORDER  -  FIRST     CLASS II
 TE0680
 TE0680.The horizontal coordinates were scaled from a topographic map and have
 TE0680.an estimated accuracy of +/- 6 seconds.
 TE0680
 TE0680.The orthometric height was determined by differential leveling
 TE0680.and adjusted by the National Geodetic Survey in June 1991..
 TE0680
 TE0680.The geoid height was determined by GEOID03.
 TE0680
 TE0680.The dynamic height is computed by dividing the NAVD 88
 TE0680.geopotential number by the normal gravity value computed on the
 TE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0680.degrees latitude (g = 980.6199 gals.).
 TE0680
 TE0680.The modeled gravity was interpolated from observed gravity values.
 TE0680
 TE0680;                    North         East    Units  Estimated Accuracy
 TE0680;SPC ND N     -   122,200.      735,390.      MT  (+/- 180 meters Scaled)
 TE0680
 TE0680                          SUPERSEDED SURVEY CONTROL
 TE0680
 TE0680  NGVD 29 (??/??/92)  449.939  (m)         1476.17   (f) ADJ UNCH    1 2
 TE0680
 TE0680.Superseded values are not recommended for survey control.
 TE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0680.See file dsdata.txt to determine how the superseded data were derived.
 TE0680
 TE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU236257(NAD 83)
 TE0680_MARKER: DB = BENCH MARK DISK
 TE0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0680_STAMPING: B 257 1963
 TE0680_MARK LOGO: CGS   
 TE0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0680+STABILITY: SURFACE MOTION
 TE0680
 TE0680  HISTORY     - Date     Condition        Report By
 TE0680  HISTORY     - 1963     MONUMENTED       CGS
 TE0680  HISTORY     - 1982     GOOD             NGS
 TE0680
 TE0680                          STATION DESCRIPTION
 TE0680
 TE0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0680'2.3 MI NW FROM CRARY.
 TE0680'ABOUT 2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0680'STATION AT CRARY, IN S 12, R 63 W, T 153 N, ABOUT 0.2 MILE SOUTHEAST
 TE0680'OF MILEPOST 77, ABOUT 8 39-FOOT RAILS NORTHWEST OF A GRAVELED ROAD
 TE0680'CROSSING, 41.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 4.5 FEET
 TE0680'SOUTHEAST OF THE 8TH TELEGRAPH POLE SOUTHEAST OF THE MILEPOST, IN LINE
 TE0680'WITH A ROW OF POLES, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 TE0680'6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0680'POST PROJECTING 4 INCHES.
 TE0680
 TE0680                          STATION RECOVERY (1982)
 TE0680
 TE0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0680'RECOVERED THIS DATE, TOO FAR OFF LEVEL LINE, CHANGE GREAT NORTHERN
 TE0680'RAILROAD TO BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0333 ***********************************************************************
 TE0333  DESIGNATION -  B 258
 TE0333  PID         -  TE0333
 TE0333  STATE/COUNTY-  ND/NELSON
 TE0333  USGS QUAD   -  LAKOTA (1983)
 TE0333
 TE0333                         *CURRENT SURVEY CONTROL
 TE0333  ___________________________________________________________________
 TE0333* NAD 83(1986)-  48 05 35.     (N)    098 21 26.     (W)     SCALED    
 TE0333* NAVD 88     -       461.520  (meters)    1514.17   (feet)  ADJUSTED  
 TE0333  ___________________________________________________________________
 TE0333  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 TE0333  DYNAMIC HT  -         461.597 (meters)    1514.42  (feet)  COMP
 TE0333  MODELED GRAV-     980,764.3   (mgal)                       NAVD 88
 TE0333
 TE0333  VERT ORDER  -  SECOND    CLASS 0
 TE0333
 TE0333.The horizontal coordinates were scaled from a topographic map and have
 TE0333.an estimated accuracy of +/- 6 seconds.
 TE0333
 TE0333.The orthometric height was determined by differential leveling
 TE0333.and adjusted by the National Geodetic Survey in June 1991..
 TE0333
 TE0333.The geoid height was determined by GEOID03.
 TE0333
 TE0333.The dynamic height is computed by dividing the NAVD 88
 TE0333.geopotential number by the normal gravity value computed on the
 TE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0333.degrees latitude (g = 980.6199 gals.).
 TE0333
 TE0333.The modeled gravity was interpolated from observed gravity values.
 TE0333
 TE0333;                    North         East    Units  Estimated Accuracy
 TE0333;SPC ND N     -   123,750.      759,590.      MT  (+/- 180 meters Scaled)
 TE0333
 TE0333                          SUPERSEDED SURVEY CONTROL
 TE0333
 TE0333  NGVD 29 (??/??/92)  461.145  (m)         1512.94   (f) ADJ UNCH    2 0
 TE0333
 TE0333.Superseded values are not recommended for survey control.
 TE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0333.See file dsdata.txt to determine how the superseded data were derived.
 TE0333
 TE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478268(NAD 83)
 TE0333_MARKER: DB = BENCH MARK DISK
 TE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0333_STAMPING: B 258 1963
 TE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0333+STABILITY: SURFACE MOTION
 TE0333
 TE0333  HISTORY     - Date     Condition        Report By
 TE0333  HISTORY     - 1963     MONUMENTED       CGS
 TE0333
 TE0333                          STATION DESCRIPTION
 TE0333
 TE0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0333'3.8 MI N FROM LAKOTA.
 TE0333'3.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0333'JUNCTION AT LAKOTA, IN S 10, R 60 W, T 153 N, ABOUT 0.2 MILE SOUTH OF
 TE0333'MILEPOST 4, BETWEEN THE TRACK AND A GRAVELED ROAD THAT PARALLELS THE
 TE0333'TRACK ON THE WEST SIDE, 62 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD
 TE0333'WHICH CROSSES THE TRACK, 48.5 FEET WEST OF THE WEST RAIL, 42.0 FEET
 TE0333'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 26.5 FEET SOUTH OF A
 TE0333'TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 1.9 FEET NORTH OF A
 TE0333'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, ABOUT 6
 TE0333'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0333'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0722 ***********************************************************************
 TE0722  DESIGNATION -  B 259
 TE0722  PID         -  TE0722
 TE0722  STATE/COUNTY-  ND/RAMSEY
 TE0722  USGS QUAD   -  DERRICK (1972)
 TE0722
 TE0722                         *CURRENT SURVEY CONTROL
 TE0722  ___________________________________________________________________
 TE0722* NAD 83(1986)-  48 26 33.     (N)    098 30 20.     (W)     SCALED    
 TE0722* NAVD 88     -       463.726  (meters)    1521.41   (feet)  ADJUSTED  
 TE0722  ___________________________________________________________________
 TE0722  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE0722  DYNAMIC HT  -         463.817 (meters)    1521.71  (feet)  COMP
 TE0722  MODELED GRAV-     980,793.2   (mgal)                       NAVD 88
 TE0722
 TE0722  VERT ORDER  -  SECOND    CLASS 0
 TE0722
 TE0722.The horizontal coordinates were scaled from a topographic map and have
 TE0722.an estimated accuracy of +/- 6 seconds.
 TE0722
 TE0722.The orthometric height was determined by differential leveling
 TE0722.and adjusted by the National Geodetic Survey in June 1991..
 TE0722
 TE0722.The geoid height was determined by GEOID03.
 TE0722
 TE0722.The dynamic height is computed by dividing the NAVD 88
 TE0722.geopotential number by the normal gravity value computed on the
 TE0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0722.degrees latitude (g = 980.6199 gals.).
 TE0722
 TE0722.The modeled gravity was interpolated from observed gravity values.
 TE0722
 TE0722;                    North         East    Units  Estimated Accuracy
 TE0722;SPC ND N     -   162,290.      747,540.      MT  (+/- 180 meters Scaled)
 TE0722
 TE0722                          SUPERSEDED SURVEY CONTROL
 TE0722
 TE0722  NGVD 29 (??/??/92)  463.346  (m)         1520.16   (f) ADJ UNCH    2 0
 TE0722
 TE0722.Superseded values are not recommended for survey control.
 TE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0722.See file dsdata.txt to determine how the superseded data were derived.
 TE0722
 TE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU365656(NAD 83)
 TE0722_MARKER: DB = BENCH MARK DISK
 TE0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0722_STAMPING: B 259 1963
 TE0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0722+STABILITY: SURFACE MOTION
 TE0722
 TE0722  HISTORY     - Date     Condition        Report By
 TE0722  HISTORY     - 1963     MONUMENTED       CGS
 TE0722
 TE0722                          STATION DESCRIPTION
 TE0722
 TE0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0722'3.2 MI NW FROM EDMORE.
 TE0722'ABOUT 3.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0722'STATION AT EDMORE, IN S 3, R 61 W, T 157 N, ABOUT 0.2 MILE NORTHWEST
 TE0722'OF MILEPOST 30, 180 FEET WEST OF THE CENTER OF AN EAST-WEST GRAVELED
 TE0722'ROAD, 69 FEET NORTH OF THE CENTERLINE OF THE ROAD, 65.8 FEET SOUTHWEST
 TE0722'OF THE SOUTHWEST RAIL, 24.0 FEET SOUTHEAST OF A 4-FOOT HIGH METAL POST
 TE0722'USED AS A MARKER FOR AN UNDERGROUND TELEPHONE CABLE, 1.3 FEET
 TE0722'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0722'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0027 ***********************************************************************
 QR0027  DESIGNATION -  B 26
 QR0027  PID         -  QR0027
 QR0027  STATE/COUNTY-  ND/DICKEY
 QR0027  USGS QUAD   -  HECLA (1956)
 QR0027
 QR0027                         *CURRENT SURVEY CONTROL
 QR0027  ___________________________________________________________________
 QR0027* NAD 83(1986)-  45 59 38.     (N)    098 07 39.     (W)     SCALED    
 QR0027* NAVD 88     -       395.441  (meters)    1297.38   (feet)  ADJUSTED  
 QR0027  ___________________________________________________________________
 QR0027  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 QR0027  DYNAMIC HT  -         395.427 (meters)    1297.33  (feet)  COMP
 QR0027  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 QR0027
 QR0027  VERT ORDER  -  FIRST     CLASS II
 QR0027
 QR0027.The horizontal coordinates were scaled from a topographic map and have
 QR0027.an estimated accuracy of +/- 6 seconds.
 QR0027
 QR0027.The orthometric height was determined by differential leveling
 QR0027.and adjusted by the National Geodetic Survey in June 1991..
 QR0027
 QR0027.The geoid height was determined by GEOID03.
 QR0027
 QR0027.The dynamic height is computed by dividing the NAVD 88
 QR0027.geopotential number by the normal gravity value computed on the
 QR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0027.degrees latitude (g = 980.6199 gals.).
 QR0027
 QR0027.The modeled gravity was interpolated from observed gravity values.
 QR0027
 QR0027;                    North         East    Units  Estimated Accuracy
 QR0027;SPC ND S     -    39,150.      783,780.      MT  (+/- 180 meters Scaled)
 QR0027
 QR0027                          SUPERSEDED SURVEY CONTROL
 QR0027
 QR0027  NGVD 29 (??/??/92)  395.120  (m)         1296.32   (f) ADJ UNCH    1 2
 QR0027
 QR0027.Superseded values are not recommended for survey control.
 QR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0027.See file dsdata.txt to determine how the superseded data were derived.
 QR0027
 QR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR675937(NAD 83)
 QR0027_MARKER: DB = BENCH MARK DISK
 QR0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QR0027_STAMPING: B 26 1934
 QR0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0027+STABILITY: SURFACE MOTION
 QR0027
 QR0027  HISTORY     - Date     Condition        Report By
 QR0027  HISTORY     - 1934     MONUMENTED       CGS
 QR0027
 QR0027                          STATION DESCRIPTION
 QR0027
 QR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QR0027'2 MI S FROM LUDDEN.
 QR0027'1.0 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QR0027'THE STATION AT LUDDEN, DICKEY COUNTY, AT MILEPOST 125, AT A ROAD
 QR0027'CROSSING, ABOUT 105 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 QR0027'ABOUT 40 FEET WEST OF THE CENTER LINE OF THE TRACK, 4 FEET WEST
 QR0027'OF A POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 QR0027'DISK, STAMPED B 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0671 ***********************************************************************
 TE0671  DESIGNATION -  B 260
 TE0671  PID         -  TE0671
 TE0671  STATE/COUNTY-  ND/RAMSEY
 TE0671  USGS QUAD   -  DOYON (1971)
 TE0671
 TE0671                         *CURRENT SURVEY CONTROL
 TE0671  ___________________________________________________________________
 TE0671* NAD 83(1986)-  48 02 33.     (N)    098 35 41.     (W)     SCALED    
 TE0671* NAVD 88     -       457.630  (meters)    1501.41   (feet)  ADJUSTED  
 TE0671  ___________________________________________________________________
 TE0671  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0671  DYNAMIC HT  -         457.702 (meters)    1501.64  (feet)  COMP
 TE0671  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 TE0671
 TE0671  VERT ORDER  -  FIRST     CLASS II
 TE0671
 TE0671.The horizontal coordinates were scaled from a topographic map and have
 TE0671.an estimated accuracy of +/- 6 seconds.
 TE0671
 TE0671.The orthometric height was determined by differential leveling
 TE0671.and adjusted by the National Geodetic Survey in June 1991..
 TE0671
 TE0671.The geoid height was determined by GEOID03.
 TE0671
 TE0671.The dynamic height is computed by dividing the NAVD 88
 TE0671.geopotential number by the normal gravity value computed on the
 TE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0671.degrees latitude (g = 980.6199 gals.).
 TE0671
 TE0671.The modeled gravity was interpolated from observed gravity values.
 TE0671
 TE0671;                    North         East    Units  Estimated Accuracy
 TE0671;SPC ND N     -   117,660.      742,040.      MT  (+/- 180 meters Scaled)
 TE0671
 TE0671                          SUPERSEDED SURVEY CONTROL
 TE0671
 TE0671  NGVD 29 (??/??/92)  457.246  (m)         1500.15   (f) ADJ UNCH    1 2
 TE0671
 TE0671.Superseded values are not recommended for survey control.
 TE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0671.See file dsdata.txt to determine how the superseded data were derived.
 TE0671
 TE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU302211(NAD 83)
 TE0671_MARKER: DB = BENCH MARK DISK
 TE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0671_STAMPING: B 260 1963
 TE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0671+STABILITY: SURFACE MOTION
 TE0671
 TE0671  HISTORY     - Date     Condition        Report By
 TE0671  HISTORY     - 1963     MONUMENTED       CGS
 TE0671
 TE0671                          STATION DESCRIPTION
 TE0671
 TE0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0671'3.4 MI SE FROM CRARY.
 TE0671'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0671'AT CRARY, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, IN S 26, R 62
 TE0671'W, T 153 N, ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 TE0671'2, 62.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET WEST OF A
 TE0671'POWER POLE BRACED BY A GUY WIRE, 1.0 FOOT SOUTH OF AN EAST-WEST FENCE
 TE0671'BETWEEN TWO FIELDS, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 TE0671'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE0671'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0368 ***********************************************************************
 SL0368  DESIGNATION -  B 261
 SL0368  PID         -  SL0368
 SL0368  STATE/COUNTY-  ND/GRAND FORKS
 SL0368  USGS QUAD   -  GRAND FORKS (1994)
 SL0368
 SL0368                         *CURRENT SURVEY CONTROL
 SL0368  ___________________________________________________________________
 SL0368* NAD 83(1986)-  47 55 06.     (N)    097 02 40.     (W)     SCALED    
 SL0368* NAVD 88     -       254.552  (meters)     835.14   (feet)  ADJUSTED  
 SL0368  ___________________________________________________________________
 SL0368  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL0368  DYNAMIC HT  -         254.600 (meters)     835.30  (feet)  COMP
 SL0368  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 SL0368
 SL0368  VERT ORDER  -  FIRST     CLASS II
 SL0368
 SL0368.The horizontal coordinates were scaled from a topographic map and have
 SL0368.an estimated accuracy of +/- 6 seconds.
 SL0368
 SL0368.The orthometric height was determined by differential leveling
 SL0368.and adjusted by the National Geodetic Survey in June 1991..
 SL0368
 SL0368.The geoid height was determined by GEOID03.
 SL0368
 SL0368.The dynamic height is computed by dividing the NAVD 88
 SL0368.geopotential number by the normal gravity value computed on the
 SL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0368.degrees latitude (g = 980.6199 gals.).
 SL0368
 SL0368.The modeled gravity was interpolated from observed gravity values.
 SL0368
 SL0368;                    North         East    Units  Estimated Accuracy
 SL0368;SPC ND N     -   107,900.      858,180.      MT  (+/- 180 meters Scaled)
 SL0368
 SL0368                          SUPERSEDED SURVEY CONTROL
 SL0368
 SL0368  NGVD 29 (??/??/92)  254.222  (m)          834.06   (f) ADJ UNCH    1 2
 SL0368
 SL0368.Superseded values are not recommended for survey control.
 SL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0368.See file dsdata.txt to determine how the superseded data were derived.
 SL0368
 SL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU461090(NAD 83)
 SL0368_MARKER: DB = BENCH MARK DISK
 SL0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0368_SP_SET: ABUTMENT
 SL0368_STAMPING: B 261 1963
 SL0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0368
 SL0368  HISTORY     - Date     Condition        Report By
 SL0368  HISTORY     - 1963     MONUMENTED       CGS
 SL0368
 SL0368                          STATION DESCRIPTION
 SL0368
 SL0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0368'IN GRAND FORKS.
 SL0368'AT GRAND FORKS, IN S 3, R 50 W, T 151 N, SET IN THE TOP OF THE NORTH
 SL0368'END OF THE EAST CONCRETE ABUTMENT OF THE OVERPASS OF U.S. HIGHWAY 81
 SL0368'BY THE GREAT NORTHERN RAILWAY, 9.2 FEET NORTH OF THE NORTH RAIL OF THE
 SL0368'MAIN TRACK, 1.5 FEET NORTH OF THE NORTH EDGE OF AN EAST-WEST
 SL0368'GUARDRAIL, 1.0 FOOT EAST OF A NORTH-SOUTH GUARDRAIL, AND ABOUT LEVEL
 SL0368'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0394 ***********************************************************************
 SL0394  DESIGNATION -  B 262
 SL0394  PID         -  SL0394
 SL0394  STATE/COUNTY-  ND/GRAND FORKS
 SL0394  USGS QUAD   -  EMERADO (1979)
 SL0394
 SL0394                         *CURRENT SURVEY CONTROL
 SL0394  ___________________________________________________________________
 SL0394* NAD 83(1986)-  47 55 09.     (N)    097 19 32.     (W)     SCALED    
 SL0394* NAVD 88     -       266.188  (meters)     873.32   (feet)  ADJUSTED  
 SL0394  ___________________________________________________________________
 SL0394  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 SL0394  DYNAMIC HT  -         266.233 (meters)     873.47  (feet)  COMP
 SL0394  MODELED GRAV-     980,776.6   (mgal)                       NAVD 88
 SL0394
 SL0394  VERT ORDER  -  FIRST     CLASS II
 SL0394
 SL0394.The horizontal coordinates were scaled from a topographic map and have
 SL0394.an estimated accuracy of +/- 6 seconds.
 SL0394
 SL0394.The orthometric height was determined by differential leveling
 SL0394.and adjusted by the National Geodetic Survey in June 1991..
 SL0394
 SL0394.The geoid height was determined by GEOID03.
 SL0394
 SL0394.The dynamic height is computed by dividing the NAVD 88
 SL0394.geopotential number by the normal gravity value computed on the
 SL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0394.degrees latitude (g = 980.6199 gals.).
 SL0394
 SL0394.The modeled gravity was interpolated from observed gravity values.
 SL0394
 SL0394;                    North         East    Units  Estimated Accuracy
 SL0394;SPC ND N     -   107,080.      837,180.      MT  (+/- 180 meters Scaled)
 SL0394
 SL0394                          SUPERSEDED SURVEY CONTROL
 SL0394
 SL0394  NGVD 29 (??/??/92)  265.842  (m)          872.18   (f) ADJ UNCH    1 2
 SL0394
 SL0394.Superseded values are not recommended for survey control.
 SL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0394.See file dsdata.txt to determine how the superseded data were derived.
 SL0394
 SL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU250086(NAD 83)
 SL0394_MARKER: DB = BENCH MARK DISK
 SL0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0394_SP_SET: ABUTMENT
 SL0394_STAMPING: B 262 1963
 SL0394_MARK LOGO: CGS   
 SL0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0394
 SL0394  HISTORY     - Date     Condition        Report By
 SL0394  HISTORY     - 1963     MONUMENTED       CGS
 SL0394  HISTORY     - 1981     GOOD             NGS
 SL0394
 SL0394                          STATION DESCRIPTION
 SL0394
 SL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0394'2.05 MI E FROM EMERADO.
 SL0394'ABOUT 2.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0394'STATION AT EMERADO, IN S 4, R 52 W, T 151 N, SET IN THE TOP OF THE
 SL0394'NORTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 10.2,
 SL0394'7.0 FEET NORTH OF THE NORTH RAIL, 0.7 FOOT SOUTH OF THE NORTH EDGE OF
 SL0394'THE ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 SL0394
 SL0394                          STATION RECOVERY (1981)
 SL0394
 SL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0394'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0394'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0817 ***********************************************************************
 SL0817  DESIGNATION -  B 263
 SL0817  PID         -  SL0817
 SL0817  STATE/COUNTY-  ND/GRAND FORKS
 SL0817  USGS QUAD   -  LARIMORE WEST (1963)
 SL0817
 SL0817                         *CURRENT SURVEY CONTROL
 SL0817  ___________________________________________________________________
 SL0817* NAD 83(1986)-  47 55 32.     (N)    097 41 29.     (W)     SCALED    
 SL0817* NAVD 88     -       342.718  (meters)    1124.40   (feet)  ADJUSTED  
 SL0817  ___________________________________________________________________
 SL0817  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 SL0817  DYNAMIC HT  -         342.774 (meters)    1124.58  (feet)  COMP
 SL0817  MODELED GRAV-     980,766.4   (mgal)                       NAVD 88
 SL0817
 SL0817  VERT ORDER  -  FIRST     CLASS II
 SL0817
 SL0817.The horizontal coordinates were scaled from a topographic map and have
 SL0817.an estimated accuracy of +/- 6 seconds.
 SL0817
 SL0817.The orthometric height was determined by differential leveling
 SL0817.and adjusted by the National Geodetic Survey in June 1991..
 SL0817
 SL0817.The geoid height was determined by GEOID03.
 SL0817
 SL0817.The dynamic height is computed by dividing the NAVD 88
 SL0817.geopotential number by the normal gravity value computed on the
 SL0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0817.degrees latitude (g = 980.6199 gals.).
 SL0817
 SL0817.The modeled gravity was interpolated from observed gravity values.
 SL0817
 SL0817;                    North         East    Units  Estimated Accuracy
 SL0817;SPC ND N     -   106,730.      809,840.      MT  (+/- 180 meters Scaled)
 SL0817
 SL0817                          SUPERSEDED SURVEY CONTROL
 SL0817
 SL0817  NGVD 29 (??/??/92)  342.357  (m)         1123.22   (f) ADJ UNCH    1 2
 SL0817
 SL0817.Superseded values are not recommended for survey control.
 SL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0817.See file dsdata.txt to determine how the superseded data were derived.
 SL0817
 SL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU977088(NAD 83)
 SL0817_MARKER: DB = BENCH MARK DISK
 SL0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0817_SP_SET: ABUTMENT
 SL0817_STAMPING: B 263 1963
 SL0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0817
 SL0817  HISTORY     - Date     Condition        Report By
 SL0817  HISTORY     - 1963     MONUMENTED       CGS
 SL0817  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0817
 SL0817                          STATION DESCRIPTION
 SL0817
 SL0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0817'3.65 MI NW FROM LARIMORE.
 SL0817'ABOUT 3.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0817'STATION AT LARIMORE, IN S 4, R 55 W, T 151 N, SET IN THE TOP OF THE
 SL0817'NORTH END OF THE CENTER CONCRETE ABUTMENT OF RAILROAD BRIDGE NO.
 SL0817'27.99, 77 FEET EAST OF MILEPOST 28, 16 FEET NORTH OF THE NORTH RAIL,
 SL0817'11.2 FEET BELOW THE LEVEL OF THE TRACK, 2.1 FEET ABOVE THE LEVEL OF
 SL0817'THE GROUND, AND 2.1 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT.
 SL0817
 SL0817                          STATION RECOVERY (1982)
 SL0817
 SL0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0817'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0382 ***********************************************************************
 TE0382  DESIGNATION -  B 264
 TE0382  PID         -  TE0382
 TE0382  STATE/COUNTY-  ND/NELSON
 TE0382  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0382
 TE0382                         *CURRENT SURVEY CONTROL
 TE0382  ___________________________________________________________________
 TE0382* NAD 83(1986)-  48 01 23.     (N)    098 07 23.     (W)     SCALED    
 TE0382* NAVD 88     -       463.024  (meters)    1519.10   (feet)  ADJUSTED  
 TE0382  ___________________________________________________________________
 TE0382  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE0382  DYNAMIC HT  -         463.103 (meters)    1519.36  (feet)  COMP
 TE0382  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 TE0382
 TE0382  VERT ORDER  -  FIRST     CLASS II
 TE0382
 TE0382.The horizontal coordinates were scaled from a topographic map and have
 TE0382.an estimated accuracy of +/- 6 seconds.
 TE0382
 TE0382.The orthometric height was determined by differential leveling
 TE0382.and adjusted by the National Geodetic Survey in June 1991..
 TE0382.WARNING-Repeat measurements at this control monument indicate possible
 TE0382.vertical movement.
 TE0382
 TE0382.The geoid height was determined by GEOID03.
 TE0382
 TE0382.The dynamic height is computed by dividing the NAVD 88
 TE0382.geopotential number by the normal gravity value computed on the
 TE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0382.degrees latitude (g = 980.6199 gals.).
 TE0382
 TE0382.The modeled gravity was interpolated from observed gravity values.
 TE0382
 TE0382;                    North         East    Units  Estimated Accuracy
 TE0382;SPC ND N     -   116,480.      777,260.      MT  (+/- 180 meters Scaled)
 TE0382
 TE0382                          SUPERSEDED SURVEY CONTROL
 TE0382
 TE0382  NGVD 29 (??/??/92)  462.637  (m)         1517.83   (f) ADJ UNCH    1 2
 TE0382
 TE0382.Superseded values are not recommended for survey control.
 TE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0382.See file dsdata.txt to determine how the superseded data were derived.
 TE0382
 TE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU653192(NAD 83)
 TE0382_MARKER: DB = BENCH MARK DISK
 TE0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0382_SP_SET: PIER
 TE0382_STAMPING: B 264 1963
 TE0382_MARK LOGO: CGS   
 TE0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0382
 TE0382  HISTORY     - Date     Condition        Report By
 TE0382  HISTORY     - 1963     MONUMENTED       CGS
 TE0382  HISTORY     - 1982     GOOD             NGS
 TE0382
 TE0382                          STATION DESCRIPTION
 TE0382
 TE0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0382'IN MICHIGAN.
 TE0382'ABOUT 0.1 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0382'AT MICHIGAN, IN S 32, R 58 W, T 153 N, SET VERTICALLY IN THE NORTH
 TE0382'FACE OF THE MOST WESTERLY OF THREE CONCRETE PIERS SUPPORTING A LARGE
 TE0382'STORAGE TANK AT THE CITIES SERVICE BULK PLANT, 37.0 FEET SOUTH OF THE
 TE0382'SOUTH RAIL OF THE MAIN TRACK, 3.0 FEET ABOVE THE LEVEL OF THE GROUND,
 TE0382'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 TE0382
 TE0382                          STATION RECOVERY (1982)
 TE0382
 TE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0382'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0382'0.2 KM (0.1 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TE0382'CROSSING OF BROADWAY STREET IN MICHIGAN, SET VERTICALLY IN THE
 TE0382'NORTH FACE OF THE WESTERNMOST ONE OF THREE CONCRETE PIERS SUPPORTING A
 TE0382'LARGE STORAGE TANK, 11.3 METERS (37.0 FT) SOUTH OF THE SOUTH RAIL OF
 TE0382'THE MAIN TRACK.
 TE0382'THE MARK IS 0.9 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0476 ***********************************************************************
 TE0476  DESIGNATION -  B 266
 TE0476  PID         -  TE0476
 TE0476  STATE/COUNTY-  ND/WALSH
 TE0476  USGS QUAD   -  FAIRDALE (1972)
 TE0476
 TE0476                         *CURRENT SURVEY CONTROL
 TE0476  ___________________________________________________________________
 TE0476* NAD 83(1986)-  48 27 22.     (N)    098 13 50.     (W)     SCALED    
 TE0476* NAVD 88     -       486.897  (meters)    1597.43   (feet)  ADJUSTED  
 TE0476  ___________________________________________________________________
 TE0476  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 TE0476  DYNAMIC HT  -         487.003 (meters)    1597.78  (feet)  COMP
 TE0476  MODELED GRAV-     980,812.5   (mgal)                       NAVD 88
 TE0476
 TE0476  VERT ORDER  -  SECOND    CLASS 0
 TE0476
 TE0476.The horizontal coordinates were scaled from a topographic map and have
 TE0476.an estimated accuracy of +/- 6 seconds.
 TE0476
 TE0476.The orthometric height was determined by differential leveling
 TE0476.and adjusted by the National Geodetic Survey in June 1991..
 TE0476
 TE0476.The geoid height was determined by GEOID03.
 TE0476
 TE0476.The dynamic height is computed by dividing the NAVD 88
 TE0476.geopotential number by the normal gravity value computed on the
 TE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0476.degrees latitude (g = 980.6199 gals.).
 TE0476
 TE0476.The modeled gravity was interpolated from observed gravity values.
 TE0476
 TE0476;                    North         East    Units  Estimated Accuracy
 TE0476;SPC ND N     -   164,370.      767,830.      MT  (+/- 180 meters Scaled)
 TE0476
 TE0476                          SUPERSEDED SURVEY CONTROL
 TE0476
 TE0476  NGVD 29 (??/??/92)  486.527  (m)         1596.21   (f) ADJ UNCH    2 0
 TE0476
 TE0476.Superseded values are not recommended for survey control.
 TE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0476.See file dsdata.txt to determine how the superseded data were derived.
 TE0476
 TE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU568672(NAD 83)
 TE0476_MARKER: DB = BENCH MARK DISK
 TE0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0476_STAMPING: B 266 1963
 TE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0476+STABILITY: SURFACE MOTION
 TE0476
 TE0476  HISTORY     - Date     Condition        Report By
 TE0476  HISTORY     - 1963     MONUMENTED       CGS
 TE0476  HISTORY     - 1968     GOOD             DOD
 TE0476
 TE0476                          STATION DESCRIPTION
 TE0476
 TE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0476'2.2 MI S FROM FAIRDALE.
 TE0476'ABOUT 2.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0476'AT FAIRDALE, IN S 2, R 59 W, T 157 N, 85 FEET SOUTHEAST OF THE CENTER
 TE0476'OF THE INTERSECTION OF AN EAST-WEST ROAD, 55.5 FEET EAST OF THE
 TE0476'CENTERLINE OF THE PAVED ROAD, 63.5 FEET SOUTH OF THE CENTERLINE OF THE
 TE0476'EAST-WEST ROAD, 8.0 FEET NORTHWEST OF TELEPHONE POLE NO. C 181 WHICH
 TE0476'IS BRACED BY A GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE0476'LEVEL WITH THE PAVED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0476'PROJECTING 0.5 FOOT.
 TE0476
 TE0476                          STATION RECOVERY (1968)
 TE0476
 TE0476'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0594 ***********************************************************************
 TE0594  DESIGNATION -  B 267
 TE0594  PID         -  TE0594
 TE0594  STATE/COUNTY-  ND/WALSH
 TE0594  USGS QUAD   -  BROCKET (1971)
 TE0594
 TE0594                         *CURRENT SURVEY CONTROL
 TE0594  ___________________________________________________________________
 TE0594* NAD 83(1986)-  48 14 20.     (N)    098 16 14.     (W)     SCALED    
 TE0594* NAVD 88     -       464.949  (meters)    1525.42   (feet)  ADJUSTED  
 TE0594  ___________________________________________________________________
 TE0594  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 TE0594  DYNAMIC HT  -         465.033 (meters)    1525.70  (feet)  COMP
 TE0594  MODELED GRAV-     980,778.1   (mgal)                       NAVD 88
 TE0594
 TE0594  VERT ORDER  -  SECOND    CLASS 0
 TE0594
 TE0594.The horizontal coordinates were scaled from a topographic map and have
 TE0594.an estimated accuracy of +/- 6 seconds.
 TE0594
 TE0594.The orthometric height was determined by differential leveling
 TE0594.and adjusted by the National Geodetic Survey in June 1991..
 TE0594
 TE0594.The geoid height was determined by GEOID03.
 TE0594
 TE0594.The dynamic height is computed by dividing the NAVD 88
 TE0594.geopotential number by the normal gravity value computed on the
 TE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0594.degrees latitude (g = 980.6199 gals.).
 TE0594
 TE0594.The modeled gravity was interpolated from observed gravity values.
 TE0594
 TE0594;                    North         East    Units  Estimated Accuracy
 TE0594;SPC ND N     -   140,140.      765,570.      MT  (+/- 180 meters Scaled)
 TE0594
 TE0594                          SUPERSEDED SURVEY CONTROL
 TE0594
 TE0594  NGVD 29 (??/??/92)  464.574  (m)         1524.19   (f) ADJ UNCH    2 0
 TE0594
 TE0594.Superseded values are not recommended for survey control.
 TE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0594.See file dsdata.txt to determine how the superseded data were derived.
 TE0594
 TE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU541431(NAD 83)
 TE0594_MARKER: DB = BENCH MARK DISK
 TE0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0594_STAMPING: B 267 1963
 TE0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0594+STABILITY: SURFACE MOTION
 TE0594
 TE0594  HISTORY     - Date     Condition        Report By
 TE0594  HISTORY     - 1963     MONUMENTED       CGS
 TE0594
 TE0594                          STATION DESCRIPTION
 TE0594
 TE0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0594'5.8 MI E FROM BROCKET.
 TE0594'ABOUT 1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0594'RAILROAD STATION AT BROCKET, THENCE 4.0 MILES EAST ALONG GRAVELED
 TE0594'COUNTY ROAD 19, IN S 20, R 59 W, T 155 N, 85 FEET SOUTHEAST OF THE
 TE0594'CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 79 FEET SOUTH OF THE
 TE0594'CENTERLINE OF THE EAST-WEST ROAD, 39 FEET EAST OF THE CENTERLINE OF
 TE0594'THE NORTH-SOUTH ROAD, 5.0 FEET EAST OF TELEPHONE POLE NO. E-33-53
 TE0594'WHICH IS BRACED BY FOUR GUY WIRES, 1.5 FEET WEST OF A METAL WITNESS
 TE0594'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN
 TE0594'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0648 ***********************************************************************
 TE0648  DESIGNATION -  B 268
 TE0648  PID         -  TE0648
 TE0648  STATE/COUNTY-  ND/NELSON
 TE0648  USGS QUAD   -  WHITMAN (1971)
 TE0648
 TE0648                         *CURRENT SURVEY CONTROL
 TE0648  ___________________________________________________________________
 TE0648* NAD 83(1986)-  48 09 57.     (N)    098 03 06.     (W)     SCALED    
 TE0648* NAVD 88     -       454.529  (meters)    1491.23   (feet)  ADJUSTED  
 TE0648  ___________________________________________________________________
 TE0648  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 TE0648  DYNAMIC HT  -         454.606 (meters)    1491.49  (feet)  COMP
 TE0648  MODELED GRAV-     980,765.9   (mgal)                       NAVD 88
 TE0648
 TE0648  VERT ORDER  -  SECOND    CLASS 0
 TE0648
 TE0648.The horizontal coordinates were scaled from a topographic map and have
 TE0648.an estimated accuracy of +/- 6 seconds.
 TE0648
 TE0648.The orthometric height was determined by differential leveling
 TE0648.and adjusted by the National Geodetic Survey in June 1991..
 TE0648
 TE0648.The geoid height was determined by GEOID03.
 TE0648
 TE0648.The dynamic height is computed by dividing the NAVD 88
 TE0648.geopotential number by the normal gravity value computed on the
 TE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0648.degrees latitude (g = 980.6199 gals.).
 TE0648
 TE0648.The modeled gravity was interpolated from observed gravity values.
 TE0648
 TE0648;                    North         East    Units  Estimated Accuracy
 TE0648;SPC ND N     -   132,510.      782,080.      MT  (+/- 180 meters Scaled)
 TE0648
 TE0648                          SUPERSEDED SURVEY CONTROL
 TE0648
 TE0648  NGVD 29 (??/??/92)  454.151  (m)         1489.99   (f) ADJ UNCH    2 0
 TE0648
 TE0648.Superseded values are not recommended for survey control.
 TE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0648.See file dsdata.txt to determine how the superseded data were derived.
 TE0648
 TE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU705351(NAD 83)
 TE0648_MARKER: DB = BENCH MARK DISK
 TE0648_SETTING: 80 = SET IN A BOULDER
 TE0648_SP_SET: BOULDER
 TE0648_STAMPING: B 268 1963
 TE0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0648+STABILITY: SURFACE MOTION
 TE0648
 TE0648  HISTORY     - Date     Condition        Report By
 TE0648  HISTORY     - 1963     MONUMENTED       CGS
 TE0648
 TE0648                          STATION DESCRIPTION
 TE0648
 TE0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0648'3.5 MI E FROM WHITMAN.
 TE0648'ABOUT 0.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0648'WHITMAN, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, THENCE 2.1 MILES
 TE0648'EAST ALONG A GRAVELED COUNTY ROAD, IN S 12, R 58 W, T 154 N, 0.05 MILE
 TE0648'EAST OF A WOODEN BRIDGE, 64 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TE0648'SET IN THE TOP OF A 3 X 4 FOOT GRANITE BOULDER, 69 FEET NORTHEAST OF A
 TE0648'POWER POLE, 22.0 FEET NORTH OF A FENCE AND A METAL WITNESS POST, ABOUT
 TE0648'8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0563 ***********************************************************************
 TD0563  DESIGNATION -  B 269
 TD0563  PID         -  TD0563
 TD0563  STATE/COUNTY-  ND/GRAND FORKS
 TD0563  USGS QUAD   -  FORDVILLE SE (1963)
 TD0563
 TD0563                         *CURRENT SURVEY CONTROL
 TD0563  ___________________________________________________________________
 TD0563* NAD 83(1986)-  48 00 19.     (N)    097 51 41.     (W)     SCALED    
 TD0563* NAVD 88     -       434.255  (meters)    1424.72   (feet)  ADJUSTED  
 TD0563  ___________________________________________________________________
 TD0563  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 TD0563  DYNAMIC HT  -         434.326 (meters)    1424.95  (feet)  COMP
 TD0563  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 TD0563
 TD0563  VERT ORDER  -  FIRST     CLASS II
 TD0563
 TD0563.The horizontal coordinates were scaled from a topographic map and have
 TD0563.an estimated accuracy of +/- 6 seconds.
 TD0563
 TD0563.The orthometric height was determined by differential leveling
 TD0563.and adjusted by the National Geodetic Survey in June 1991..
 TD0563
 TD0563.The geoid height was determined by GEOID03.
 TD0563
 TD0563.The dynamic height is computed by dividing the NAVD 88
 TD0563.geopotential number by the normal gravity value computed on the
 TD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0563.degrees latitude (g = 980.6199 gals.).
 TD0563
 TD0563.The modeled gravity was interpolated from observed gravity values.
 TD0563
 TD0563;                    North         East    Units  Estimated Accuracy
 TD0563;SPC ND N     -   115,140.      796,840.      MT  (+/- 180 meters Scaled)
 TD0563
 TD0563                          SUPERSEDED SURVEY CONTROL
 TD0563
 TD0563  NGVD 29 (??/??/92)  433.897  (m)         1423.54   (f) ADJ UNCH    1 2
 TD0563
 TD0563.Superseded values are not recommended for survey control.
 TD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0563.See file dsdata.txt to determine how the superseded data were derived.
 TD0563
 TD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU849175(NAD 83)
 TD0563_MARKER: DB = BENCH MARK DISK
 TD0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0563_STAMPING: B 269 1963
 TD0563_MARK LOGO: CGS   
 TD0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0563+STABILITY: SURFACE MOTION
 TD0563
 TD0563  HISTORY     - Date     Condition        Report By
 TD0563  HISTORY     - 1963     MONUMENTED       CGS
 TD0563  HISTORY     - 1982     GOOD             NGS
 TD0563
 TD0563                          STATION DESCRIPTION
 TD0563
 TD0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0563'1.2 MI NE FROM NIAGARA.
 TD0563'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0563'STATION AT NIAGARA, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAY 2, IN S 7,
 TD0563'R 56 W, T 152 N, 135 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 TD0563'OF A NORTH-SOUTH ROAD, 100 FEET SOUTH OF THE CENTERLINE OF THE
 TD0563'HIGHWAY, 97 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 31
 TD0563'FEET WEST OF THE MOST WESTERLY OF 3 POLES SUPPORTING 3 LARGE
 TD0563'TRANSFORMERS, 4.5 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 1.5
 TD0563'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TD0563'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TD0563'FOOT.
 TD0563
 TD0563                          STATION RECOVERY (1982)
 TD0563
 TD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TD0563'RECOVERED THIS DATE, NOTE, THIS BENCH MARK WILL BE DESTROYED BY
 TD0563'ROAD CONSTRUCTION SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0099 ***********************************************************************
 RQ0099  DESIGNATION -  B 27
 RQ0099  PID         -  RQ0099
 RQ0099  STATE/COUNTY-  ND/LA MOURE
 RQ0099  USGS QUAD   -  GRAND RAPIDS (1952)
 RQ0099
 RQ0099                         *CURRENT SURVEY CONTROL
 RQ0099  ___________________________________________________________________
 RQ0099* NAD 83(1986)-  46 23 55.     (N)    098 19 34.     (W)     SCALED    
 RQ0099* NAVD 88     -       401.763  (meters)    1318.12   (feet)  ADJUSTED  
 RQ0099  ___________________________________________________________________
 RQ0099  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0099  DYNAMIC HT  -         401.772 (meters)    1318.15  (feet)  COMP
 RQ0099  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 RQ0099
 RQ0099  VERT ORDER  -  FIRST     CLASS II
 RQ0099
 RQ0099.The horizontal coordinates were scaled from a topographic map and have
 RQ0099.an estimated accuracy of +/- 6 seconds.
 RQ0099
 RQ0099.The orthometric height was determined by differential leveling
 RQ0099.and adjusted by the National Geodetic Survey in June 1991..
 RQ0099
 RQ0099.The geoid height was determined by GEOID03.
 RQ0099
 RQ0099.The dynamic height is computed by dividing the NAVD 88
 RQ0099.geopotential number by the normal gravity value computed on the
 RQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0099.degrees latitude (g = 980.6199 gals.).
 RQ0099
 RQ0099.The modeled gravity was interpolated from observed gravity values.
 RQ0099
 RQ0099;                    North         East    Units  Estimated Accuracy
 RQ0099;SPC ND S     -    83,670.      767,160.      MT  (+/- 180 meters Scaled)
 RQ0099
 RQ0099                          SUPERSEDED SURVEY CONTROL
 RQ0099
 RQ0099  NGVD 29 (??/??/92)  401.433  (m)         1317.03   (f) ADJ UNCH    1 2
 RQ0099
 RQ0099.Superseded values are not recommended for survey control.
 RQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0099.See file dsdata.txt to determine how the superseded data were derived.
 RQ0099
 RQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS518385(NAD 83)
 RQ0099_MARKER: DB = BENCH MARK DISK
 RQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0099_STAMPING: B 27 1934
 RQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0099+STABILITY: SURFACE MOTION
 RQ0099
 RQ0099  HISTORY     - Date     Condition        Report By
 RQ0099  HISTORY     - 1934     MONUMENTED       CGS
 RQ0099  HISTORY     - 1941     GOOD             NGS
 RQ0099
 RQ0099                          STATION DESCRIPTION
 RQ0099
 RQ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0099'3.5 MI NW FROM LA MOURE.
 RQ0099'3.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0099'STATION AT LA MOURE, LA MOURE COUNTY, ABOUT 13 POLES SOUTHEAST OF
 RQ0099'MILEPOST 45, AT A ROAD CROSSING, ABOUT 60 FEET SOUTHEAST OF THE CENTER
 RQ0099'LINE OF THE ROAD, 35 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 5
 RQ0099'FEET SOUTHEAST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 RQ0099'DISK, STAMPED B 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0591 ***********************************************************************
 TD0591  DESIGNATION -  B 270
 TD0591  PID         -  TD0591
 TD0591  STATE/COUNTY-  ND/NELSON
 TD0591  USGS QUAD   -  FORDVILLE SW (1971)
 TD0591
 TD0591                         *CURRENT SURVEY CONTROL
 TD0591  ___________________________________________________________________
 TD0591* NAD 83(1986)-  48 04 44.     (N)    097 59 24.     (W)     SCALED    
 TD0591* NAVD 88     -       463.403  (meters)    1520.35   (feet)  ADJUSTED  
 TD0591  ___________________________________________________________________
 TD0591  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 TD0591  DYNAMIC HT  -         463.481 (meters)    1520.60  (feet)  COMP
 TD0591  MODELED GRAV-     980,765.5   (mgal)                       NAVD 88
 TD0591
 TD0591  VERT ORDER  -  SECOND    CLASS 0
 TD0591
 TD0591.The horizontal coordinates were scaled from a topographic map and have
 TD0591.an estimated accuracy of +/- 6 seconds.
 TD0591
 TD0591.The orthometric height was determined by differential leveling
 TD0591.and adjusted by the National Geodetic Survey in June 1991..
 TD0591
 TD0591.The geoid height was determined by GEOID03.
 TD0591
 TD0591.The dynamic height is computed by dividing the NAVD 88
 TD0591.geopotential number by the normal gravity value computed on the
 TD0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0591.degrees latitude (g = 980.6199 gals.).
 TD0591
 TD0591.The modeled gravity was interpolated from observed gravity values.
 TD0591
 TD0591;                    North         East    Units  Estimated Accuracy
 TD0591;SPC ND N     -   123,000.      786,980.      MT  (+/- 180 meters Scaled)
 TD0591
 TD0591                          SUPERSEDED SURVEY CONTROL
 TD0591
 TD0591  NGVD 29 (??/??/92)  463.03   (m)         1519.1    (f) COMPUTED    2 0
 TD0591
 TD0591.Superseded values are not recommended for survey control.
 TD0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0591.See file dsdata.txt to determine how the superseded data were derived.
 TD0591
 TD0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752255(NAD 83)
 TD0591_MARKER: DB = BENCH MARK DISK
 TD0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0591_STAMPING: B 270 1963
 TD0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0591+STABILITY: SURFACE MOTION
 TD0591
 TD0591  HISTORY     - Date     Condition        Report By
 TD0591  HISTORY     - 1963     MONUMENTED       CGS
 TD0591  HISTORY     - 1968     GOOD             USAF
 TD0591
 TD0591                          STATION DESCRIPTION
 TD0591
 TD0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0591'8.4 MI SW FROM DAHLEN.
 TD0591'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0591'DAHLEN, THENCE 5.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 8, R
 TD0591'57 W, T 153 N, 92 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 TD0591'AN EAST-WEST ROAD, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, 76 FEET
 TD0591'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 4.5 FEET SOUTH OF A
 TD0591'POWER POLE BEARING A SMALL TRANSFORMER, 1.5 FEET EAST OF A METAL
 TD0591'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN TOP OF
 TD0591'A CONCRETE POST PROJECTING 0.5 FOOT.
 TD0591
 TD0591                          STATION RECOVERY (1968)
 TD0591
 TD0591'RECOVERY NOTE BY US AIR FORCE 1968
 TD0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1072 ***********************************************************************
 TE1072  DESIGNATION -  B 271
 TE1072  PID         -  TE1072
 TE1072  STATE/COUNTY-  ND/CAVALIER
 TE1072  USGS QUAD   -  MUNICH SE (1971)
 TE1072
 TE1072                         *CURRENT SURVEY CONTROL
 TE1072  ___________________________________________________________________
 TE1072* NAD 83(1986)-  48 32 40.     (N)    098 49 03.     (W)     SCALED    
 TE1072* NAVD 88     -       470.175  (meters)    1542.57   (feet)  ADJUSTED  
 TE1072  ___________________________________________________________________
 TE1072  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 TE1072  DYNAMIC HT  -         470.271 (meters)    1542.88  (feet)  COMP
 TE1072  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 TE1072
 TE1072  VERT ORDER  -  SECOND    CLASS 0
 TE1072
 TE1072.The horizontal coordinates were scaled from a topographic map and have
 TE1072.an estimated accuracy of +/- 6 seconds.
 TE1072
 TE1072.The orthometric height was determined by differential leveling
 TE1072.and adjusted by the National Geodetic Survey in June 1991..
 TE1072
 TE1072.The geoid height was determined by GEOID03.
 TE1072
 TE1072.The dynamic height is computed by dividing the NAVD 88
 TE1072.geopotential number by the normal gravity value computed on the
 TE1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1072.degrees latitude (g = 980.6199 gals.).
 TE1072
 TE1072.The modeled gravity was interpolated from observed gravity values.
 TE1072
 TE1072;                    North         East    Units  Estimated Accuracy
 TE1072;SPC ND N     -   173,070.      724,220.      MT  (+/- 180 meters Scaled)
 TE1072
 TE1072                          SUPERSEDED SURVEY CONTROL
 TE1072
 TE1072  NGVD 29 (??/??/92)  469.782  (m)         1541.28   (f) ADJ UNCH    2 0
 TE1072
 TE1072.Superseded values are not recommended for survey control.
 TE1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1072.See file dsdata.txt to determine how the superseded data were derived.
 TE1072
 TE1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU134768(NAD 83)
 TE1072_MARKER: DB = BENCH MARK DISK
 TE1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1072_STAMPING: B 271 1963
 TE1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1072+STABILITY: SURFACE MOTION
 TE1072
 TE1072  HISTORY     - Date     Condition        Report By
 TE1072  HISTORY     - 1963     MONUMENTED       CGS
 TE1072
 TE1072                          STATION DESCRIPTION
 TE1072
 TE1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1072'11.3 MI SE FROM CALIO.
 TE1072'ABOUT 4.3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE1072'CALIO, THENCE 6.0 MILES SOUTH ALONG STATE HIGHWAY 20, THENCE 1.0 MILE
 TE1072'EAST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD, IN S 32, R 63 W, T
 TE1072'159 N, 186.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 TE1072'37 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 42.0 FEET
 TE1072'NORTH OF A TELEPHONE POLE, 2.0 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF
 TE1072'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 TE1072'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0772 ***********************************************************************
 TE0772  DESIGNATION -  B 272
 TE0772  PID         -  TE0772
 TE0772  STATE/COUNTY-  ND/RAMSEY
 TE0772  USGS QUAD   -  STARKWEATHER (1994)
 TE0772
 TE0772                         *CURRENT SURVEY CONTROL
 TE0772  ___________________________________________________________________
 TE0772* NAD 83(1986)-  48 25 41.     (N)    098 53 02.     (W)     SCALED    
 TE0772* NAVD 88     -       451.021  (meters)    1479.72   (feet)  ADJUSTED  
 TE0772  ___________________________________________________________________
 TE0772  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 TE0772  DYNAMIC HT  -         451.111 (meters)    1480.02  (feet)  COMP
 TE0772  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TE0772
 TE0772  VERT ORDER  -  SECOND    CLASS 0
 TE0772
 TE0772.The horizontal coordinates were scaled from a topographic map and have
 TE0772.an estimated accuracy of +/- 6 seconds.
 TE0772
 TE0772.The orthometric height was determined by differential leveling
 TE0772.and adjusted by the National Geodetic Survey in June 1991..
 TE0772
 TE0772.The geoid height was determined by GEOID03.
 TE0772
 TE0772.The dynamic height is computed by dividing the NAVD 88
 TE0772.geopotential number by the normal gravity value computed on the
 TE0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0772.degrees latitude (g = 980.6199 gals.).
 TE0772
 TE0772.The modeled gravity was interpolated from observed gravity values.
 TE0772
 TE0772;                    North         East    Units  Estimated Accuracy
 TE0772;SPC ND N     -   160,030.      719,590.      MT  (+/- 180 meters Scaled)
 TE0772
 TE0772                          SUPERSEDED SURVEY CONTROL
 TE0772
 TE0772  NGVD 29 (??/??/92)  450.63   (m)         1478.4    (f) COMPUTED    2 0
 TE0772
 TE0772.Superseded values are not recommended for survey control.
 TE0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0772.See file dsdata.txt to determine how the superseded data were derived.
 TE0772
 TE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU085638(NAD 83)
 TE0772_MARKER: DB = BENCH MARK DISK
 TE0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0772_STAMPING: B 272 1963
 TE0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0772+STABILITY: SURFACE MOTION
 TE0772
 TE0772  HISTORY     - Date     Condition        Report By
 TE0772  HISTORY     - 1963     MONUMENTED       CGS
 TE0772
 TE0772                          STATION DESCRIPTION
 TE0772
 TE0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0772'1.7 MI S FROM STARKWEATHER.
 TE0772'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0772'NORTHERN RAILWAY STATION AT STARKWEATHER, IN S 15, R 64 W, T 157 N,
 TE0772'ABOUT 1.0 MILE NORTH OF THE JUNCTION OF THE TWO STATE HIGHWAYS AT A
 TE0772'POINT WHERE STATE HIGHWAY 17 TURNS TO THE EAST, 110 FEET SOUTHWEST OF
 TE0772'THE CENTER OF A GRAVELED ROAD INTERSECTION, 101.5 FEET WEST OF THE
 TE0772'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TE0772'LEADING WEST, 4.0 FEET SOUTH OF A POWER POLE AND IN LINE WITH A ROW OF
 TE0772'POLES, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0772'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0772'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0775 ***********************************************************************
 TE0775  DESIGNATION -  B 273
 TE0775  PID         -  TE0775
 TE0775  STATE/COUNTY-  ND/RAMSEY
 TE0775  USGS QUAD   -  STARKWEATHER (1994)
 TE0775
 TE0775                         *CURRENT SURVEY CONTROL
 TE0775  ___________________________________________________________________
 TE0775* NAD 83(1986)-  48 27 25.     (N)    098 54 17.     (W)     SCALED    
 TE0775* NAVD 88     -       454.438  (meters)    1490.94   (feet)  ADJUSTED  
 TE0775  ___________________________________________________________________
 TE0775  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE0775  DYNAMIC HT  -         454.530 (meters)    1491.24  (feet)  COMP
 TE0775  MODELED GRAV-     980,798.1   (mgal)                       NAVD 88
 TE0775
 TE0775  VERT ORDER  -  SECOND    CLASS 0
 TE0775
 TE0775.The horizontal coordinates were scaled from a topographic map and have
 TE0775.an estimated accuracy of +/- 6 seconds.
 TE0775
 TE0775.The orthometric height was determined by differential leveling
 TE0775.and adjusted by the National Geodetic Survey in June 1991..
 TE0775
 TE0775.The geoid height was determined by GEOID03.
 TE0775
 TE0775.The dynamic height is computed by dividing the NAVD 88
 TE0775.geopotential number by the normal gravity value computed on the
 TE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0775.degrees latitude (g = 980.6199 gals.).
 TE0775
 TE0775.The modeled gravity was interpolated from observed gravity values.
 TE0775
 TE0775;                    North         East    Units  Estimated Accuracy
 TE0775;SPC ND N     -   163,210.      717,980.      MT  (+/- 180 meters Scaled)
 TE0775
 TE0775                          SUPERSEDED SURVEY CONTROL
 TE0775
 TE0775  NGVD 29 (??/??/92)  454.05   (m)         1489.7    (f) COMPUTED    2 0
 TE0775
 TE0775.Superseded values are not recommended for survey control.
 TE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0775.See file dsdata.txt to determine how the superseded data were derived.
 TE0775
 TE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU070670(NAD 83)
 TE0775_MARKER: DB = BENCH MARK DISK
 TE0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0775_STAMPING: B 273 1963
 TE0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0775+STABILITY: SURFACE MOTION
 TE0775
 TE0775  HISTORY     - Date     Condition        Report By
 TE0775  HISTORY     - 1963     MONUMENTED       CGS
 TE0775
 TE0775                          STATION DESCRIPTION
 TE0775
 TE0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0775'1.3 MI NW FROM STARKWEATHER.
 TE0775'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0775'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 1.0 MILE WEST ALONG
 TE0775'STATE HIGHWAY 17, IN S 3, R 64 W, T 157 N, 75.5 FEET SOUTH OF THE
 TE0775'CENTERLINE OF THE HIGHWAY, 97 FEET NORTH OF A POWER POLE, 3.5 FEET
 TE0775'EAST OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, ABOUT 5 1/2 FEET
 TE0775'EAST OF A POINT IN LINE WITH A ROW OF POWER POLES LEADING SOUTH, 1.7
 TE0775'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0775'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1064 ***********************************************************************
 TE1064  DESIGNATION -  B 274
 TE1064  PID         -  TE1064
 TE1064  STATE/COUNTY-  ND/CAVALIER
 TE1064  USGS QUAD   -  MUNICH SW (1971)
 TE1064
 TE1064                         *CURRENT SURVEY CONTROL
 TE1064  ___________________________________________________________________
 TE1064* NAD 83(1986)-  48 33 22.     (N)    098 53 02.     (W)     SCALED    
 TE1064* NAVD 88     -       467.676  (meters)    1534.37   (feet)  ADJUSTED  
 TE1064  ___________________________________________________________________
 TE1064  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE1064  DYNAMIC HT  -         467.772 (meters)    1534.68  (feet)  COMP
 TE1064  MODELED GRAV-     980,801.9   (mgal)                       NAVD 88
 TE1064
 TE1064  VERT ORDER  -  SECOND    CLASS 0
 TE1064
 TE1064.The horizontal coordinates were scaled from a topographic map and have
 TE1064.an estimated accuracy of +/- 6 seconds.
 TE1064
 TE1064.The orthometric height was determined by differential leveling
 TE1064.and adjusted by the National Geodetic Survey in June 1991..
 TE1064
 TE1064.The geoid height was determined by GEOID03.
 TE1064
 TE1064.The dynamic height is computed by dividing the NAVD 88
 TE1064.geopotential number by the normal gravity value computed on the
 TE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1064.degrees latitude (g = 980.6199 gals.).
 TE1064
 TE1064.The modeled gravity was interpolated from observed gravity values.
 TE1064
 TE1064;                    North         East    Units  Estimated Accuracy
 TE1064;SPC ND N     -   174,270.      719,290.      MT  (+/- 180 meters Scaled)
 TE1064
 TE1064                          SUPERSEDED SURVEY CONTROL
 TE1064
 TE1064  NGVD 29 (??/??/92)  467.29   (m)         1533.1    (f) COMPUTED    2 0
 TE1064
 TE1064.Superseded values are not recommended for survey control.
 TE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1064.See file dsdata.txt to determine how the superseded data were derived.
 TE1064
 TE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU085781(NAD 83)
 TE1064_MARKER: DB = BENCH MARK DISK
 TE1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1064_STAMPING: B 274 1963
 TE1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1064+STABILITY: SURFACE MOTION
 TE1064
 TE1064  HISTORY     - Date     Condition        Report By
 TE1064  HISTORY     - 1963     MONUMENTED       CGS
 TE1064
 TE1064                          STATION DESCRIPTION
 TE1064
 TE1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1064'4.9 MI NE FROM ST JOE.
 TE1064'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1064'RAILWAY STATION AT ST. JOE, THENCE 2.0 MILES EAST ALONG THE COUNTY
 TE1064'LINE ROAD, THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, IN S 34, R 64
 TE1064'W, T 159 N, ABOUT 0.15 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 38
 TE1064'FEET WEST OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHEAST OF A T-FENCE
 TE1064'CORNER, 2.0 FEET EAST OF A FENCE, 1.9 FEET SOUTH OF A METAL WITNESS
 TE1064'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE1064'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0508 ***********************************************************************
 TD0508  DESIGNATION -  B 275
 TD0508  PID         -  TD0508
 TD0508  STATE/COUNTY-  ND/GRAND FORKS
 TD0508  USGS QUAD   -  ORR (1963)
 TD0508
 TD0508                         *CURRENT SURVEY CONTROL
 TD0508  ___________________________________________________________________
 TD0508* NAD 83(1986)-  48 07 20.     (N)    097 42 32.     (W)     SCALED    
 TD0508* NAVD 88     -       350.031  (meters)    1148.39   (feet)  ADJUSTED  
 TD0508  ___________________________________________________________________
 TD0508  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 TD0508  DYNAMIC HT  -         350.098 (meters)    1148.61  (feet)  COMP
 TD0508  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 TD0508
 TD0508  VERT ORDER  -  SECOND    CLASS 0
 TD0508
 TD0508.The horizontal coordinates were scaled from a topographic map and have
 TD0508.an estimated accuracy of +/- 6 seconds.
 TD0508
 TD0508.The orthometric height was determined by differential leveling
 TD0508.and adjusted by the National Geodetic Survey in June 1991..
 TD0508
 TD0508.The geoid height was determined by GEOID03.
 TD0508
 TD0508.The dynamic height is computed by dividing the NAVD 88
 TD0508.geopotential number by the normal gravity value computed on the
 TD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0508.degrees latitude (g = 980.6199 gals.).
 TD0508
 TD0508.The modeled gravity was interpolated from observed gravity values.
 TD0508
 TD0508;                    North         East    Units  Estimated Accuracy
 TD0508;SPC ND N     -   128,540.      807,740.      MT  (+/- 180 meters Scaled)
 TD0508
 TD0508                          SUPERSEDED SURVEY CONTROL
 TD0508
 TD0508  NGVD 29 (??/??/92)  349.682  (m)         1147.25   (f) ADJ UNCH    2 0
 TD0508
 TD0508.Superseded values are not recommended for survey control.
 TD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0508.See file dsdata.txt to determine how the superseded data were derived.
 TD0508
 TD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU960306(NAD 83)
 TD0508_MARKER: DB = BENCH MARK DISK
 TD0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0508_STAMPING: B 275 1963
 TD0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0508+STABILITY: SURFACE MOTION
 TD0508
 TD0508  HISTORY     - Date     Condition        Report By
 TD0508  HISTORY     - 1963     MONUMENTED       CGS
 TD0508  HISTORY     - 1964     GOOD             NGS
 TD0508
 TD0508                          STATION DESCRIPTION
 TD0508
 TD0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0508'5.1 MI SW FROM INKSTER.
 TD0508'ABOUT 2.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE ELEMENTARY
 TD0508'SCHOOL AT INKSTER, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, IN S 28,
 TD0508'R 55 W, T 154 N, 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET
 TD0508'WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 2.0 FEET SOUTH OF A METAL
 TD0508'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TD0508'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0894 ***********************************************************************
 TF0894  DESIGNATION -  B 276
 TF0894  PID         -  TF0894
 TF0894  STATE/COUNTY-  ND/WARD
 TF0894  USGS QUAD   -  MINOT (1979)
 TF0894
 TF0894                         *CURRENT SURVEY CONTROL
 TF0894  ___________________________________________________________________
 TF0894* NAD 83(1986)-  48 14 00.     (N)    101 19 03.     (W)     SCALED    
 TF0894* NAVD 88     -       473.442  (meters)    1553.28   (feet)  ADJUSTED  
 TF0894  ___________________________________________________________________
 TF0894  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 TF0894  DYNAMIC HT  -         473.519 (meters)    1553.54  (feet)  COMP
 TF0894  MODELED GRAV-     980,759.1   (mgal)                       NAVD 88
 TF0894
 TF0894  VERT ORDER  -  FIRST     CLASS II
 TF0894
 TF0894.The horizontal coordinates were scaled from a topographic map and have
 TF0894.an estimated accuracy of +/- 6 seconds.
 TF0894
 TF0894.The orthometric height was determined by differential leveling
 TF0894.and adjusted by the National Geodetic Survey in June 1991..
 TF0894
 TF0894.The geoid height was determined by GEOID03.
 TF0894
 TF0894.The dynamic height is computed by dividing the NAVD 88
 TF0894.geopotential number by the normal gravity value computed on the
 TF0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0894.degrees latitude (g = 980.6199 gals.).
 TF0894
 TF0894.The modeled gravity was interpolated from observed gravity values.
 TF0894
 TF0894;                    North         East    Units  Estimated Accuracy
 TF0894;SPC ND N     -   137,450.      539,270.      MT  (+/- 180 meters Scaled)
 TF0894
 TF0894                          SUPERSEDED SURVEY CONTROL
 TF0894
 TF0894  NGVD 29 (??/??/92)  473.071  (m)         1552.07   (f) ADJ UNCH    1 2
 TF0894
 TF0894.Superseded values are not recommended for survey control.
 TF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0894.See file dsdata.txt to determine how the superseded data were derived.
 TF0894
 TF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU279448(NAD 83)
 TF0894_MARKER: DB = BENCH MARK DISK
 TF0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0894_SP_SET: FOUNDATION
 TF0894_STAMPING: B 276 1963
 TF0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0894
 TF0894  HISTORY     - Date     Condition        Report By
 TF0894  HISTORY     - 1963     MONUMENTED       CGS
 TF0894  HISTORY     - 1981     GOOD             NGS
 TF0894
 TF0894                          STATION DESCRIPTION
 TF0894
 TF0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0894'1.15 MI W FROM MINOT.
 TF0894'1.15 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT MINOT,
 TF0894'32 1/2 FEET EAST-NORTHEAST OF THE 2ND TELEPHONE POLE WEST OF MILE POST
 TF0894'470, 78 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 TF0894'16TH STREET SOUTHWEST, 54 FEET EAST OF THE CENTER LINE OF THE STREET,
 TF0894'51 FEET NORTH OF THE NORTH RAIL, 10 INCHES SOUTH OF A STEEL CORNER
 TF0894'FENCE POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 TF0894'THE TOP OF A LARGE CONCRETE FOUNDATION OF THE FENCE CORNER WHICH IS
 TF0894'FLUSH WITH THE GROUND.
 TF0894
 TF0894                          STATION RECOVERY (1981)
 TF0894
 TF0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1112 ***********************************************************************
 TF1112  DESIGNATION -  B 277
 TF1112  PID         -  TF1112
 TF1112  STATE/COUNTY-  ND/RENVILLE
 TF1112  USGS QUAD   -  CARPIO (1979)
 TF1112
 TF1112                         *CURRENT SURVEY CONTROL
 TF1112  ___________________________________________________________________
 TF1112* NAD 83(1986)-  48 27 36.     (N)    101 44 30.     (W)     SCALED    
 TF1112* NAVD 88     -       522.030  (meters)    1712.69   (feet)  ADJUSTED  
 TF1112  ___________________________________________________________________
 TF1112  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TF1112  DYNAMIC HT  -         522.128 (meters)    1713.01  (feet)  COMP
 TF1112  MODELED GRAV-     980,782.2   (mgal)                       NAVD 88
 TF1112
 TF1112  VERT ORDER  -  FIRST     CLASS II
 TF1112
 TF1112.The horizontal coordinates were scaled from a topographic map and have
 TF1112.an estimated accuracy of +/- 6 seconds.
 TF1112
 TF1112.The orthometric height was determined by differential leveling
 TF1112.and adjusted by the National Geodetic Survey in June 1991..
 TF1112
 TF1112.The geoid height was determined by GEOID03.
 TF1112
 TF1112.The dynamic height is computed by dividing the NAVD 88
 TF1112.geopotential number by the normal gravity value computed on the
 TF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1112.degrees latitude (g = 980.6199 gals.).
 TF1112
 TF1112.The modeled gravity was interpolated from observed gravity values.
 TF1112
 TF1112;                    North         East    Units  Estimated Accuracy
 TF1112;SPC ND N     -   163,070.      508,180.      MT  (+/- 180 meters Scaled)
 TF1112
 TF1112                          SUPERSEDED SURVEY CONTROL
 TF1112
 TF1112  NGVD 29 (??/??/92)  521.636  (m)         1711.40   (f) ADJ UNCH    1 2
 TF1112
 TF1112.Superseded values are not recommended for survey control.
 TF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1112.See file dsdata.txt to determine how the superseded data were derived.
 TF1112
 TF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU973710(NAD 83)
 TF1112_MARKER: DB = BENCH MARK DISK
 TF1112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TF1112_SP_SET: CULVERT HEADWALL
 TF1112_STAMPING: B 277 1963
 TF1112_MARK LOGO: CGS   
 TF1112_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1112+STABILITY: SURFACE MOTION
 TF1112
 TF1112  HISTORY     - Date     Condition        Report By
 TF1112  HISTORY     - 1963     MONUMENTED       CGS
 TF1112  HISTORY     - 19850522 GOOD             NGS
 TF1112
 TF1112                          STATION DESCRIPTION
 TF1112
 TF1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1112'1.7 MI NW FROM CARPIO.
 TF1112'1.7 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1112'CARPIO, 0.1 MILE NORTHWEST OF THE WARD-RENVILLE COUNTY LINE, 77 FEET
 TF1112'SOUTH OF THE SOUTH RAIL, AT A CULVERT UNDER U.S. HIGHWAY 52, 31 1/2
 TF1112'FEET NORTH OF THE CENTER LINE OF A LONG CURVE IN THE HIGHWAY, ABOUT 4
 TF1112'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE CENTER OF THE TOP
 TF1112'OF THE NORTH CONCRETE HEADWALL OF THE CULVERT.
 TF1112
 TF1112                          STATION RECOVERY (1985)
 TF1112
 TF1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TF1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2402 ***********************************************************************
 TF2402  DESIGNATION -  B 277 RESET
 TF2402  PID         -  TF2402
 TF2402  STATE/COUNTY-  ND/RENVILLE
 TF2402  USGS QUAD   -  CARPIO (1979)
 TF2402
 TF2402                         *CURRENT SURVEY CONTROL
 TF2402  ___________________________________________________________________
 TF2402* NAD 83(1986)-  48 27 36.     (N)    101 44 30.     (W)     SCALED    
 TF2402* NAVD 88     -       521.46   (meters)    1710.8    (feet)  RESET     
 TF2402  ___________________________________________________________________
 TF2402  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TF2402
 TF2402  VERT ORDER  -  THIRD
 TF2402
 TF2402.The horizontal coordinates were scaled from a topographic map and have
 TF2402.an estimated accuracy of +/- 6 seconds.
 TF2402
 TF2402.The orthometric height was computed from unverified reset data.
 TF2402.No vertical observational check was made to the station.
 TF2402
 TF2402.The geoid height was determined by GEOID03.
 TF2402
 TF2402;                    North         East    Units  Estimated Accuracy
 TF2402;SPC ND N     -   163,070.      508,180.      MT  (+/- 180 meters Scaled)
 TF2402
 TF2402                          SUPERSEDED SURVEY CONTROL
 TF2402
 TF2402  NGVD 29 (11/04/04)  521.06   (m)         1709.5    (f) RESET       3  
 TF2402
 TF2402.Superseded values are not recommended for survey control.
 TF2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2402.See file dsdata.txt to determine how the superseded data were derived.
 TF2402
 TF2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU973710(NAD 83)
 TF2402_MARKER: DV = VERTICAL CONTROL DISK
 TF2402_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TF2402_SP_SET: RAILROAD CULVERT
 TF2402_STAMPING: B 277 RESET 1985
 TF2402_MARK LOGO: NGS   
 TF2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2402+STABILITY: SURFACE MOTION
 TF2402
 TF2402  HISTORY     - Date     Condition        Report By
 TF2402  HISTORY     - 1985     MONUMENTED       NGS
 TF2402
 TF2402                          STATION DESCRIPTION
 TF2402
 TF2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TF2402'1.7 MILES (2.7 KM) NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF2402'STATION IN CARPIO, 0.1 MILE (0.2 KM) NORTHWEST OF THE WARD-RENVILLE
 TF2402'COUNTY LINE, SET IN DRILL HOLE IN TOP OF NORTHWEST 1 OF 2 1.8 M
 TF2402'(5.9 FT) CONCRETE CULVERTS ON NORTHEAST SIDE OF RAILROAD TRACK, 5.2 M
 TF2402'(17.1 FT) NORTHEAST OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1120 ***********************************************************************
 TF1120  DESIGNATION -  B 278
 TF1120  PID         -  TF1120
 TF1120  STATE/COUNTY-  ND/WARD
 TF1120  USGS QUAD   -  HARTLAND (1949)
 TF1120
 TF1120                         *CURRENT SURVEY CONTROL
 TF1120  ___________________________________________________________________
 TF1120* NAD 83(1986)-  48 27 32.     (N)    101 49 17.     (W)     SCALED    
 TF1120* NAVD 88     -       604.475  (meters)    1983.18   (feet)  ADJUSTED  
 TF1120  ___________________________________________________________________
 TF1120  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TF1120  DYNAMIC HT  -         604.584 (meters)    1983.54  (feet)  COMP
 TF1120  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 TF1120
 TF1120  VERT ORDER  -  FIRST     CLASS II
 TF1120
 TF1120.The horizontal coordinates were scaled from a topographic map and have
 TF1120.an estimated accuracy of +/- 6 seconds.
 TF1120
 TF1120.The orthometric height was determined by differential leveling
 TF1120.and adjusted by the National Geodetic Survey in June 1991..
 TF1120
 TF1120.The geoid height was determined by GEOID03.
 TF1120
 TF1120.The dynamic height is computed by dividing the NAVD 88
 TF1120.geopotential number by the normal gravity value computed on the
 TF1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1120.degrees latitude (g = 980.6199 gals.).
 TF1120
 TF1120.The modeled gravity was interpolated from observed gravity values.
 TF1120
 TF1120;                    North         East    Units  Estimated Accuracy
 TF1120;SPC ND N     -   163,040.      502,280.      MT  (+/- 180 meters Scaled)
 TF1120
 TF1120                          SUPERSEDED SURVEY CONTROL
 TF1120
 TF1120  NGVD 29 (??/??/92)  604.07   (m)         1981.9    (f) COMPUTED    1 2
 TF1120
 TF1120.Superseded values are not recommended for survey control.
 TF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1120.See file dsdata.txt to determine how the superseded data were derived.
 TF1120
 TF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU914711(NAD 83)
 TF1120_MARKER: DB = BENCH MARK DISK
 TF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1120_STAMPING: B 278 1963
 TF1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1120+STABILITY: SURFACE MOTION
 TF1120
 TF1120  HISTORY     - Date     Condition        Report By
 TF1120  HISTORY     - 1963     MONUMENTED       CGS
 TF1120
 TF1120                          STATION DESCRIPTION
 TF1120
 TF1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1120'5.55 MI S FROM DONNYBROOK.
 TF1120'ABOUT 3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1120'STATION AT DONNYBROOK, THENCE 1.9 MILES SOUTH ALONG A GRAVELED ROAD,
 TF1120'248 FEET NORTHWEST OF THE CENTER LINE OF A CURVE IN THE ROAD, 172 FEET
 TF1120'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED HOUSE, 27 FEET
 TF1120'NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD, ANDSET IN THE TOP OF THE
 TF1120'CONCRETE FOUNDATION OF J2 B1 U.S. AIR FORCE MONOLITH AZIMUTH MARK,
 TF1120'ABOUT 3 INCHES SOUTHWEST OF THE BASE OF THE CYLINDER FLUSH WITH THE
 TF1120'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1526 ***********************************************************************
 TF1526  DESIGNATION -  B 279
 TF1526  PID         -  TF1526
 TF1526  STATE/COUNTY-  ND/RENVILLE
 TF1526  USGS QUAD   -  GRANO SW (1949)
 TF1526
 TF1526                         *CURRENT SURVEY CONTROL
 TF1526  ___________________________________________________________________
 TF1526* NAD 83(1986)-  48 32 45.     (N)    101 42 46.     (W)     SCALED    
 TF1526* NAVD 88     -       559.390  (meters)    1835.27   (feet)  ADJUSTED  
 TF1526  ___________________________________________________________________
 TF1526  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 TF1526  DYNAMIC HT  -         559.496 (meters)    1835.61  (feet)  COMP
 TF1526  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TF1526
 TF1526  VERT ORDER  -  SECOND    CLASS 0
 TF1526
 TF1526.The horizontal coordinates were scaled from a topographic map and have
 TF1526.an estimated accuracy of +/- 6 seconds.
 TF1526
 TF1526.The orthometric height was determined by differential leveling
 TF1526.and adjusted by the National Geodetic Survey in June 1991..
 TF1526
 TF1526.The geoid height was determined by GEOID03.
 TF1526
 TF1526.The dynamic height is computed by dividing the NAVD 88
 TF1526.geopotential number by the normal gravity value computed on the
 TF1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1526.degrees latitude (g = 980.6199 gals.).
 TF1526
 TF1526.The modeled gravity was interpolated from observed gravity values.
 TF1526
 TF1526;                    North         East    Units  Estimated Accuracy
 TF1526;SPC ND N     -   172,580.      510,460.      MT  (+/- 180 meters Scaled)
 TF1526
 TF1526                          SUPERSEDED SURVEY CONTROL
 TF1526
 TF1526  NGVD 29 (??/??/92)  559.014  (m)         1834.03   (f) ADJ UNCH    2 0
 TF1526
 TF1526.Superseded values are not recommended for survey control.
 TF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1526.See file dsdata.txt to determine how the superseded data were derived.
 TF1526
 TF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU997805(NAD 83)
 TF1526_MARKER: DB = BENCH MARK DISK
 TF1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1526_STAMPING: B 279 1963
 TF1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1526+STABILITY: SURFACE MOTION
 TF1526
 TF1526  HISTORY     - Date     Condition        Report By
 TF1526  HISTORY     - 1963     MONUMENTED       CGS
 TF1526
 TF1526                          STATION DESCRIPTION
 TF1526
 TF1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1526'7.4 MI N FROM CARPIO.
 TF1526'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1526'AT CARPIO, THENCE 7.2 MILES NORTH ALONG STATE HIGHWAY 28, OR 0.25
 TF1526'MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1526'GREENE, THENCE 8.05 MILES SOUTH ALONG STATE HIGHWAY 28, 76 FEET WEST
 TF1526'OF THE CENTER LINE OF THE HIGHWAY, 200 FEET SOUTH OF THE CENTER LINE
 TF1526'OF A TRACK ROAD, 95 YARDS SOUTHEAST OF THE SOUTH END OF A ROW OF
 TF1526'TREES, 4 1/2 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL
 TF1526'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN
 TF1526'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1997 ***********************************************************************
 TF1997  DESIGNATION -  B 279 RESET
 TF1997  PID         -  TF1997
 TF1997  STATE/COUNTY-  ND/RENVILLE
 TF1997  USGS QUAD   -  GRANO SW (1949)
 TF1997
 TF1997                         *CURRENT SURVEY CONTROL
 TF1997  ___________________________________________________________________
 TF1997* NAD 83(1986)-  48 32 45.     (N)    101 42 46.     (W)     SCALED    
 TF1997* NAVD 88     -       559.54   (+/-2cm)    1835.8    (feet)  VERTCON   
 TF1997  ___________________________________________________________________
 TF1997  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 TF1997
 TF1997  VERT ORDER  -  THIRD (See Below)
 TF1997
 TF1997.The horizontal coordinates were scaled from a topographic map and have
 TF1997.an estimated accuracy of +/- 6 seconds.
 TF1997
 TF1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1997.The vertical order pertains to the NGVD 29 superseded value.
 TF1997
 TF1997.The geoid height was determined by GEOID03.
 TF1997
 TF1997;                    North         East    Units  Estimated Accuracy
 TF1997;SPC ND N     -   172,580.      510,460.      MT  (+/- 180 meters Scaled)
 TF1997
 TF1997                          SUPERSEDED SURVEY CONTROL
 TF1997
 TF1997  NGVD 29 (11/04/04)  559.17   (m)         1834.5    (f) RESET       3  
 TF1997
 TF1997.Superseded values are not recommended for survey control.
 TF1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1997.See file dsdata.txt to determine how the superseded data were derived.
 TF1997
 TF1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU997805(NAD 83)
 TF1997_MARKER: DB = BENCH MARK DISK
 TF1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1997_STAMPING: B 279 RESET 1978
 TF1997_PROJECTION: FLUSH
 TF1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1997+STABILITY: SURFACE MOTION
 TF1997
 TF1997  HISTORY     - Date     Condition        Report By
 TF1997  HISTORY     - 1978     MONUMENTED       NGS
 TF1997
 TF1997                          STATION DESCRIPTION
 TF1997
 TF1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1997'7.4 MI NORTH FROM CARPIO.
 TF1997'0.2 MILES NORTHWEST ALONG SOO LINE RAILROAD FROM THE STATION IN
 TF1997'CARPIO, THENCE 7.2 MILES NORTH ALONG STATE HIGHWAY 28, 88 FEET EAST
 TF1997'OF CENTER OF STATE HIGHWAY 28, 65 FEET SOUTH OF CENTER OF GRAVEL
 TF1997'ROAD, AND 6 FEET SOUTH OF POWERLINE POLE.
 TF1997'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
 TF1997'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0235 ***********************************************************************
 RQ0235  DESIGNATION -  B 28
 RQ0235  PID         -  RQ0235
 RQ0235  STATE/COUNTY-  ND/STUTSMAN
 RQ0235  USGS QUAD   -  YPSILANTI (1952)
 RQ0235
 RQ0235                         *CURRENT SURVEY CONTROL
 RQ0235  ___________________________________________________________________
 RQ0235* NAD 83(1986)-  46 51 47.     (N)    098 34 57.     (W)     SCALED    
 RQ0235* NAVD 88     -       426.643  (meters)    1399.74   (feet)  ADJUSTED  
 RQ0235  ___________________________________________________________________
 RQ0235  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 RQ0235  DYNAMIC HT  -         426.656 (meters)    1399.79  (feet)  COMP
 RQ0235  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 RQ0235
 RQ0235  VERT ORDER  -  FIRST     CLASS II
 RQ0235
 RQ0235.The horizontal coordinates were scaled from a topographic map and have
 RQ0235.an estimated accuracy of +/- 6 seconds.
 RQ0235
 RQ0235.The orthometric height was determined by differential leveling
 RQ0235.and adjusted by the National Geodetic Survey in June 1991..
 RQ0235
 RQ0235.The geoid height was determined by GEOID03.
 RQ0235
 RQ0235.The dynamic height is computed by dividing the NAVD 88
 RQ0235.geopotential number by the normal gravity value computed on the
 RQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0235.degrees latitude (g = 980.6199 gals.).
 RQ0235
 RQ0235.The modeled gravity was interpolated from observed gravity values.
 RQ0235
 RQ0235;                    North         East    Units  Estimated Accuracy
 RQ0235;SPC ND S     -   134,770.      746,190.      MT  (+/- 180 meters Scaled)
 RQ0235
 RQ0235                          SUPERSEDED SURVEY CONTROL
 RQ0235
 RQ0235  NGVD 29 (??/??/92)  426.268  (m)         1398.51   (f) ADJ UNCH    1 2
 RQ0235
 RQ0235.Superseded values are not recommended for survey control.
 RQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0235.See file dsdata.txt to determine how the superseded data were derived.
 RQ0235
 RQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS318900(NAD 83)
 RQ0235_MARKER: DB = BENCH MARK DISK
 RQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0235_STAMPING: B 28 1934
 RQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0235+STABILITY: SURFACE MOTION
 RQ0235
 RQ0235  HISTORY     - Date     Condition        Report By
 RQ0235  HISTORY     - 1934     MONUMENTED       CGS
 RQ0235  HISTORY     - 1960     MARK NOT FOUND   NGS
 RQ0235
 RQ0235                          STATION DESCRIPTION
 RQ0235
 RQ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0235'IN REEVES.
 RQ0235'AT REEVES, STUTSMAN COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 10 POLES
 RQ0235'SOUTHEAST OF MILEPOST 7, 7 POLES NORTHWEST OF A GRAIN ELEVATOR, AT A
 RQ0235'ROAD CROSSING, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 50
 RQ0235'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 RQ0235'TRACK.  A STANDARD DISK, STAMPED B 28 1934 AND SET IN THE TOP OF A
 RQ0235'CONCRETE POST.  NOTE-- ROAD HAS BEEN WIDENED AND THE DESCRIBED
 RQ0235'LOCATION IS IN THE BOTTOM OF THE PRESENT GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0958 ***********************************************************************
 TG0958  DESIGNATION -  B 280
 TG0958  PID         -  TG0958
 TG0958  STATE/COUNTY-  ND/BURKE
 TG0958  USGS QUAD   -  PORTAL (1949)
 TG0958
 TG0958                         *CURRENT SURVEY CONTROL
 TG0958  ___________________________________________________________________
 TG0958* NAD 83(1986)-  48 58 40.     (N)    102 30 59.     (W)     SCALED    
 TG0958* NAVD 88     -       594.599  (meters)    1950.78   (feet)  ADJUSTED  
 TG0958  ___________________________________________________________________
 TG0958  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 TG0958  DYNAMIC HT  -         594.735 (meters)    1951.23  (feet)  COMP
 TG0958  MODELED GRAV-     980,818.9   (mgal)                       NAVD 88
 TG0958
 TG0958  VERT ORDER  -  FIRST     CLASS II
 TG0958
 TG0958.The horizontal coordinates were scaled from a topographic map and have
 TG0958.an estimated accuracy of +/- 6 seconds.
 TG0958
 TG0958.The orthometric height was determined by differential leveling
 TG0958.and adjusted by the National Geodetic Survey in June 1991..
 TG0958
 TG0958.The geoid height was determined by GEOID03.
 TG0958
 TG0958.The dynamic height is computed by dividing the NAVD 88
 TG0958.geopotential number by the normal gravity value computed on the
 TG0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0958.degrees latitude (g = 980.6199 gals.).
 TG0958
 TG0958.The modeled gravity was interpolated from observed gravity values.
 TG0958
 TG0958;                    North         East    Units  Estimated Accuracy
 TG0958;SPC ND N     -   221,840.      452,400.      MT  (+/- 180 meters Scaled)
 TG0958
 TG0958                          SUPERSEDED SURVEY CONTROL
 TG0958
 TG0958  NGVD 29 (??/??/92)  594.190  (m)         1949.44   (f) ADJ UNCH    1 2
 TG0958
 TG0958.Superseded values are not recommended for survey control.
 TG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0958.See file dsdata.txt to determine how the superseded data were derived.
 TG0958
 TG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ817279(NAD 83)
 TG0958_MARKER: DB = BENCH MARK DISK
 TG0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0958_STAMPING: B 280 1963
 TG0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0958+STABILITY: SURFACE MOTION
 TG0958
 TG0958  HISTORY     - Date     Condition        Report By
 TG0958  HISTORY     - 1963     MONUMENTED       CGS
 TG0958
 TG0958                          STATION DESCRIPTION
 TG0958
 TG0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0958'1.9 MI SE FROM PORTAL.
 TG0958'ABOUT 1.9 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0958'AT PORTAL, IN SECTION 5, T 163 N, R 91 W, 15 POLES NORTHWEST OF MILE
 TG0958'POST 548, AT THE CROSSING OF THE RAILROAD AND A ROAD, 95 FEET
 TG0958'SOUTHWEST OF THE SOUTHWEST RAIL, 109 FEET SOUTH OF THE CENTER OF THE
 TG0958'CROSSING, 105 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 TG0958'SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A FENCE, 1.3
 TG0958'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TG0958'OF THE RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TG0958'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0277 ***********************************************************************
 TG0277  DESIGNATION -  B 281 RESET
 TG0277  PID         -  TG0277
 TG0277  STATE/COUNTY-  ND/BURKE
 TG0277  USGS QUAD   -  BOWBELLS (1947)
 TG0277
 TG0277                         *CURRENT SURVEY CONTROL
 TG0277  ___________________________________________________________________
 TG0277* NAD 83(1986)-  48 48 25.     (N)    102 13 05.     (W)     SCALED    
 TG0277* NAVD 88     -       592.72   (+/-2cm)    1944.6    (feet)  VERTCON   
 TG0277  ___________________________________________________________________
 TG0277  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TG0277
 TG0277  VERT ORDER  -  THIRD (See Below)
 TG0277
 TG0277.The horizontal coordinates were scaled from a topographic map and have
 TG0277.an estimated accuracy of +/- 6 seconds.
 TG0277
 TG0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0277.The vertical order pertains to the NGVD 29 superseded value.
 TG0277
 TG0277.The geoid height was determined by GEOID03.
 TG0277
 TG0277;                    North         East    Units  Estimated Accuracy
 TG0277;SPC ND N     -   202,320.      473,810.      MT  (+/- 180 meters Scaled)
 TG0277
 TG0277                          SUPERSEDED SURVEY CONTROL
 TG0277
 TG0277  NGVD 29 (11/04/04)  592.32   (m)         1943.3    (f) RESET       3  
 TG0277
 TG0277.Superseded values are not recommended for survey control.
 TG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0277.See file dsdata.txt to determine how the superseded data were derived.
 TG0277
 TG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ042097(NAD 83)
 TG0277_MARKER: DB = BENCH MARK DISK
 TG0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0277_STAMPING: B 281 RESET 1967
 TG0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0277+STABILITY: SURFACE MOTION
 TG0277
 TG0277  HISTORY     - Date     Condition        Report By
 TG0277  HISTORY     - 1967     MONUMENTED       CGS
 TG0277  HISTORY     - 1983     GOOD             NGS
 TG0277
 TG0277                          STATION DESCRIPTION
 TG0277
 TG0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TG0277'1.6 MI E FROM BOWBELLS.
 TG0277'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0277'RAILROAD STATION IN BOWBELLS, THENCE 1.0 MILE EAST ALONG U.S. HIGHWAY
 TG0277'52, IN THE SOUTHWEST ANGLE OF A ROAD INTERSECTION, 120 FEET SOUTH OF
 TG0277'THE CENTERLINE OF THE HIGHWAY, 60 FEET WEST OF THE CENTERLINE OF THE
 TG0277'NORTH-SOUTH ROAD, 15 FEET WEST OF A POWERLINE POLE, 3.5 FEET EAST OF A
 TG0277'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0277'INCH.
 TG0277
 TG0277                          STATION RECOVERY (1983)
 TG0277
 TG0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1381 ***********************************************************************
 TF1381  DESIGNATION -  B 282
 TF1381  PID         -  TF1381
 TF1381  STATE/COUNTY-  ND/RENVILLE
 TF1381  USGS QUAD   -  NORMA (1948)
 TF1381
 TF1381                         *CURRENT SURVEY CONTROL
 TF1381  ___________________________________________________________________
 TF1381* NAD 83(1986)-  48 43 39.     (N)    101 53 22.     (W)     SCALED    
 TF1381* NAVD 88     -       560.888  (meters)    1840.18   (feet)  ADJUSTED  
 TF1381  ___________________________________________________________________
 TF1381  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 TF1381  DYNAMIC HT  -         561.001 (meters)    1840.55  (feet)  COMP
 TF1381  MODELED GRAV-     980,794.2   (mgal)                       NAVD 88
 TF1381
 TF1381  VERT ORDER  -  SECOND    CLASS 0
 TF1381
 TF1381.The horizontal coordinates were scaled from a topographic map and have
 TF1381.an estimated accuracy of +/- 6 seconds.
 TF1381
 TF1381.The orthometric height was determined by differential leveling
 TF1381.and adjusted by the National Geodetic Survey in June 1991..
 TF1381
 TF1381.The geoid height was determined by GEOID03.
 TF1381
 TF1381.The dynamic height is computed by dividing the NAVD 88
 TF1381.geopotential number by the normal gravity value computed on the
 TF1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1381.degrees latitude (g = 980.6199 gals.).
 TF1381
 TF1381.The modeled gravity was interpolated from observed gravity values.
 TF1381
 TF1381;                    North         East    Units  Estimated Accuracy
 TF1381;SPC ND N     -   193,000.      497,780.      MT  (+/- 180 meters Scaled)
 TF1381
 TF1381                          SUPERSEDED SURVEY CONTROL
 TF1381
 TF1381  NGVD 29 (??/??/92)  560.496  (m)         1838.89   (f) ADJ UNCH    2 0
 TF1381
 TF1381.Superseded values are not recommended for survey control.
 TF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1381.See file dsdata.txt to determine how the superseded data were derived.
 TF1381
 TF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV875011(NAD 83)
 TF1381_MARKER: DB = BENCH MARK DISK
 TF1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1381_STAMPING: B 282 1963
 TF1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1381+STABILITY: SURFACE MOTION
 TF1381
 TF1381  HISTORY     - Date     Condition        Report By
 TF1381  HISTORY     - 1963     MONUMENTED       CGS
 TF1381
 TF1381                          STATION DESCRIPTION
 TF1381
 TF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1381'2.75 MI W FROM TOLLEY.
 TF1381'ABOUT 2.75 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1381'TOLLEY OR 3.8 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1381'AT NORMA, IN SECTION 31, T 161 N, R 86 W, 125 FEET SOUTHEAST OF THE
 TF1381'CENTER OF A ROAD CROSSING, 8 POLES EAST OF MILE POST 594, 96 FEET
 TF1381'SOUTH OF THE SOUTH RAIL, 59 FEET EAST OF THE CENTER LINE OF THE ROAD,
 TF1381'3 1/2 FEET SOUTH OF A POWER POLE, 1.7 FEET NORTH OF A METAL WITNESS
 TF1381'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 TF1381'A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1386 ***********************************************************************
 TF1386  DESIGNATION -  B 283
 TF1386  PID         -  TF1386
 TF1386  STATE/COUNTY-  ND/RENVILLE
 TF1386  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1386
 TF1386                         *CURRENT SURVEY CONTROL
 TF1386  ___________________________________________________________________
 TF1386* NAD 83(1986)-  48 45 48.     (N)    101 59 59.     (W)     SCALED    
 TF1386* NAVD 88     -       574.953  (meters)    1886.33   (feet)  ADJUSTED  
 TF1386  ___________________________________________________________________
 TF1386  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 TF1386  DYNAMIC HT  -         575.070 (meters)    1886.71  (feet)  COMP
 TF1386  MODELED GRAV-     980,795.4   (mgal)                       NAVD 88
 TF1386
 TF1386  VERT ORDER  -  SECOND    CLASS 0
 TF1386
 TF1386.The horizontal coordinates were scaled from a topographic map and have
 TF1386.an estimated accuracy of +/- 6 seconds.
 TF1386
 TF1386.The orthometric height was determined by differential leveling
 TF1386.and adjusted by the National Geodetic Survey in June 1991..
 TF1386
 TF1386.The geoid height was determined by GEOID03.
 TF1386
 TF1386.The dynamic height is computed by dividing the NAVD 88
 TF1386.geopotential number by the normal gravity value computed on the
 TF1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1386.degrees latitude (g = 980.6199 gals.).
 TF1386
 TF1386.The modeled gravity was interpolated from observed gravity values.
 TF1386
 TF1386;                    North         East    Units  Estimated Accuracy
 TF1386;SPC ND N     -   197,130.      489,750.      MT  (+/- 180 meters Scaled)
 TF1386
 TF1386                          SUPERSEDED SURVEY CONTROL
 TF1386
 TF1386  NGVD 29 (??/??/92)  574.554  (m)         1885.02   (f) ADJ UNCH    2 0
 TF1386
 TF1386.Superseded values are not recommended for survey control.
 TF1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1386.See file dsdata.txt to determine how the superseded data were derived.
 TF1386
 TF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV795054(NAD 83)
 TF1386_MARKER: DB = BENCH MARK DISK
 TF1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1386_STAMPING: B 283 1963
 TF1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1386+STABILITY: SURFACE MOTION
 TF1386
 TF1386  HISTORY     - Date     Condition        Report By
 TF1386  HISTORY     - 1963     MONUMENTED       CGS
 TF1386
 TF1386                          STATION DESCRIPTION
 TF1386
 TF1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1386'14.6 MI SE FROM BOWBELLS.
 TF1386'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TF1386'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TF1386'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 4.0 MILES EAST
 TF1386'ALONG STATE HIGHWAY 5, IN SECTION 20, T 161 N, R 87 W, AT THE JUNCTION
 TF1386'OF A CROSS ROAD, 103 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 86
 TF1386'FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 8 FEET EAST OF A POWER
 TF1386'POLE ON AN EAST-WEST POWER LINE, 6 FEET WEST OF A POWER POLE ON A
 TF1386'NORTH-SOUTH POWER LINE, 2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A
 TF1386'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 TF1386'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0653 ***********************************************************************
 TF0653  DESIGNATION -  B 284
 TF0653  PID         -  TF0653
 TF0653  STATE/COUNTY-  ND/BOTTINEAU
 TF0653  USGS QUAD   -  WESTHOPE SW (1949)
 TF0653
 TF0653                         *CURRENT SURVEY CONTROL
 TF0653  ___________________________________________________________________
 TF0653* NAD 83(1986)-  48 48 22.     (N)    101 08 46.     (W)     SCALED    
 TF0653* NAVD 88     -       456.529  (meters)    1497.80   (feet)  ADJUSTED  
 TF0653  ___________________________________________________________________
 TF0653  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0653  DYNAMIC HT  -         456.632 (meters)    1498.13  (feet)  COMP
 TF0653  MODELED GRAV-     980,822.0   (mgal)                       NAVD 88
 TF0653
 TF0653  VERT ORDER  -  SECOND    CLASS 0
 TF0653
 TF0653.The horizontal coordinates were scaled from a topographic map and have
 TF0653.an estimated accuracy of +/- 6 seconds.
 TF0653
 TF0653.The orthometric height was determined by differential leveling
 TF0653.and adjusted by the National Geodetic Survey in June 1991..
 TF0653
 TF0653.The geoid height was determined by GEOID03.
 TF0653
 TF0653.The dynamic height is computed by dividing the NAVD 88
 TF0653.geopotential number by the normal gravity value computed on the
 TF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0653.degrees latitude (g = 980.6199 gals.).
 TF0653
 TF0653.The modeled gravity was interpolated from observed gravity values.
 TF0653
 TF0653;                    North         East    Units  Estimated Accuracy
 TF0653;SPC ND N     -   201,010.      552,540.      MT  (+/- 180 meters Scaled)
 TF0653
 TF0653                          SUPERSEDED SURVEY CONTROL
 TF0653
 TF0653  NGVD 29 (??/??/92)  456.176  (m)         1496.64   (f) ADJ UNCH    2 0
 TF0653
 TF0653.Superseded values are not recommended for survey control.
 TF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0653.See file dsdata.txt to determine how the superseded data were derived.
 TF0653
 TF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV424081(NAD 83)
 TF0653_MARKER: DB = BENCH MARK DISK
 TF0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0653_STAMPING: B 284 1963
 TF0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0653+STABILITY: SURFACE MOTION
 TF0653
 TF0653  HISTORY     - Date     Condition        Report By
 TF0653  HISTORY     - 1963     MONUMENTED       CGS
 TF0653
 TF0653                          STATION DESCRIPTION
 TF0653
 TF0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0653'19.65 MI E FROM MOHALL.
 TF0653'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0653'MOHALL, THENCE 7.0 MILES EAST AND 3.0 MILES NORTH ALONG STATE HIGHWAY
 TF0653'5 AND U.S. HIGHWAY 83, AT A ROAD JUNCTION, IN SECTION 2, T 161 N, R 81
 TF0653'W, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET SOUTH OF
 TF0653'THE CENTER LINE OF A TRAIL ROAD, 4 1/2 FEET NORTH OF A POWER POLE, 1.4
 TF0653'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TF0653'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TF0653'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0667 ***********************************************************************
 TF0667  DESIGNATION -  B 285
 TF0667  PID         -  TF0667
 TF0667  STATE/COUNTY-  ND/BOTTINEAU
 TF0667  USGS QUAD   -  ANTLER SW (1980)
 TF0667
 TF0667                         *CURRENT SURVEY CONTROL
 TF0667  ___________________________________________________________________
 TF0667* NAD 83(1986)-  48 51 52.     (N)    101 24 33.     (W)     SCALED    
 TF0667* NAVD 88     -       483.373  (meters)    1585.87   (feet)  ADJUSTED  
 TF0667  ___________________________________________________________________
 TF0667  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0667  DYNAMIC HT  -         483.483 (meters)    1586.23  (feet)  COMP
 TF0667  MODELED GRAV-     980,823.5   (mgal)                       NAVD 88
 TF0667
 TF0667  VERT ORDER  -  SECOND    CLASS 0
 TF0667
 TF0667.The horizontal coordinates were scaled from a topographic map and have
 TF0667.an estimated accuracy of +/- 6 seconds.
 TF0667
 TF0667.The orthometric height was determined by differential leveling
 TF0667.and adjusted by the National Geodetic Survey in June 1991..
 TF0667
 TF0667.The geoid height was determined by GEOID03.
 TF0667
 TF0667.The dynamic height is computed by dividing the NAVD 88
 TF0667.geopotential number by the normal gravity value computed on the
 TF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0667.degrees latitude (g = 980.6199 gals.).
 TF0667
 TF0667.The modeled gravity was interpolated from observed gravity values.
 TF0667
 TF0667;                    North         East    Units  Estimated Accuracy
 TF0667;SPC ND N     -   207,700.      533,290.      MT  (+/- 180 meters Scaled)
 TF0667
 TF0667                          SUPERSEDED SURVEY CONTROL
 TF0667
 TF0667  NGVD 29 (??/??/92)  483.021  (m)         1584.71   (f) ADJ UNCH    2 0
 TF0667
 TF0667.Superseded values are not recommended for survey control.
 TF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0667.See file dsdata.txt to determine how the superseded data were derived.
 TF0667
 TF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV233151(NAD 83)
 TF0667_MARKER: DB = BENCH MARK DISK
 TF0667_SETTING: 80 = SET IN A BOULDER
 TF0667_SP_SET: BOULDER
 TF0667_STAMPING: B 285 1963
 TF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0667+STABILITY: SURFACE MOTION
 TF0667
 TF0667  HISTORY     - Date     Condition        Report By
 TF0667  HISTORY     - 1963     MONUMENTED       CGS
 TF0667
 TF0667                          STATION DESCRIPTION
 TF0667
 TF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0667'11.65 MI NE FROM MOHALL.
 TF0667'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0667'MOHALL, THENCE 7.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TF0667'EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, OR 0.25 MILE SOUTH
 TF0667'ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TF0667'ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, THENCE 7.0 MILES
 TF0667'SOUTH ALONG STATE HIGHWAY 39, THENCE 5 MILES WEST ALONG A GRAVELED
 TF0667'ROAD, IN SECTION 14, T 162 N, R 83 W, 36 FEET SOUTH OF THE CENTER LINE
 TF0667'OF THE ROAD, 20 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD, 1.8 FEET
 TF0667'NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 TF0667'SET IN THE TOP OF A LARGE GRANITE BOULDER WHICH IS FLUSH WITH THE
 TF0667'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1498 ***********************************************************************
 TF1498  DESIGNATION -  B 286
 TF1498  PID         -  TF1498
 TF1498  STATE/COUNTY-  ND/RENVILLE
 TF1498  USGS QUAD   -  MOHALL SW (1971)
 TF1498
 TF1498                         *CURRENT SURVEY CONTROL
 TF1498  ___________________________________________________________________
 TF1498* NAD 83(1986)-  48 50 09.     (N)    101 37 39.     (W)     SCALED    
 TF1498* NAVD 88     -       510.669  (meters)    1675.42   (feet)  ADJUSTED  
 TF1498  ___________________________________________________________________
 TF1498  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TF1498  DYNAMIC HT  -         510.781 (meters)    1675.79  (feet)  COMP
 TF1498  MODELED GRAV-     980,813.9   (mgal)                       NAVD 88
 TF1498
 TF1498  VERT ORDER  -  SECOND    CLASS 0
 TF1498
 TF1498.The horizontal coordinates were scaled from a topographic map and have
 TF1498.an estimated accuracy of +/- 6 seconds.
 TF1498
 TF1498.The orthometric height was determined by differential leveling
 TF1498.and adjusted by the National Geodetic Survey in June 1991..
 TF1498
 TF1498.The geoid height was determined by GEOID03.
 TF1498
 TF1498.The dynamic height is computed by dividing the NAVD 88
 TF1498.geopotential number by the normal gravity value computed on the
 TF1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1498.degrees latitude (g = 980.6199 gals.).
 TF1498
 TF1498.The modeled gravity was interpolated from observed gravity values.
 TF1498
 TF1498;                    North         East    Units  Estimated Accuracy
 TF1498;SPC ND N     -   204,730.      517,230.      MT  (+/- 180 meters Scaled)
 TF1498
 TF1498                          SUPERSEDED SURVEY CONTROL
 TF1498
 TF1498  NGVD 29 (??/??/92)  510.300  (m)         1674.21   (f) ADJ UNCH    2 0
 TF1498
 TF1498.Superseded values are not recommended for survey control.
 TF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1498.See file dsdata.txt to determine how the superseded data were derived.
 TF1498
 TF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV071125(NAD 83)
 TF1498_MARKER: DB = BENCH MARK DISK
 TF1498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1498_SP_SET: 11 1/2 FEET
 TF1498_STAMPING: B 286 1963
 TF1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1498
 TF1498  HISTORY     - Date     Condition        Report By
 TF1498  HISTORY     - 1963     MONUMENTED       CGS
 TF1498
 TF1498                          STATION DESCRIPTION
 TF1498
 TF1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1498'10.45 MI NW FROM MOHALL.
 TF1498'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1498'MOHALL, THENCE 5.0 MILES NORTH ALONG COUNTY ROAD 28, IN SECTION 19, T
 TF1498'162 N, R 84 W, ABOUT 0.2 MILE SOUTH OF A SMALL GROVE OF TREES, 114
 TF1498'FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 107 FEET EAST OF
 TF1498'THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE CENTER LINE OF A
 TF1498'ROAD LEADING EAST, 2 1/2 FEET NORTH OF A FENCE, 1.5 FEET NORTH OF A
 TF1498'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 TF1498'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 11 1/2 FEET
 TF1498'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.  NOTE-- THIS
 TF1498'MARK IS ALSO ABOUT 8.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE
 TF1498'CATHOLIC CHURCH AT SHERWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1640 ***********************************************************************
 TF1640  DESIGNATION -  B 287
 TF1640  PID         -  TF1640
 TF1640  STATE/COUNTY-  ND/RENVILLE
 TF1640  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1640
 TF1640                         *CURRENT SURVEY CONTROL
 TF1640  ___________________________________________________________________
 TF1640* NAD 83(1986)-  48 48 53.     (N)    101 49 31.     (W)     SCALED    
 TF1640* NAVD 88     -       494.844  (meters)    1623.50   (feet)  ADJUSTED  
 TF1640  ___________________________________________________________________
 TF1640  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 TF1640  DYNAMIC HT  -         494.953 (meters)    1623.86  (feet)  COMP
 TF1640  MODELED GRAV-     980,814.5   (mgal)                       NAVD 88
 TF1640
 TF1640  VERT ORDER  -  SECOND    CLASS 0
 TF1640
 TF1640.The horizontal coordinates were scaled from a topographic map and have
 TF1640.an estimated accuracy of +/- 6 seconds.
 TF1640
 TF1640.The orthometric height was determined by differential leveling
 TF1640.and adjusted by the National Geodetic Survey in June 1991..
 TF1640
 TF1640.The geoid height was determined by GEOID03.
 TF1640
 TF1640.The dynamic height is computed by dividing the NAVD 88
 TF1640.geopotential number by the normal gravity value computed on the
 TF1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1640.degrees latitude (g = 980.6199 gals.).
 TF1640
 TF1640.The modeled gravity was interpolated from observed gravity values.
 TF1640
 TF1640;                    North         East    Units  Estimated Accuracy
 TF1640;SPC ND N     -   202,610.      502,670.      MT  (+/- 180 meters Scaled)
 TF1640
 TF1640                          SUPERSEDED SURVEY CONTROL
 TF1640
 TF1640  NGVD 29 (??/??/92)  494.472  (m)         1622.28   (f) ADJ UNCH    2 0
 TF1640
 TF1640.Superseded values are not recommended for survey control.
 TF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1640.See file dsdata.txt to determine how the superseded data were derived.
 TF1640
 TF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV925107(NAD 83)
 TF1640_MARKER: DB = BENCH MARK DISK
 TF1640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1640_SP_SET: 13 FEET
 TF1640_STAMPING: B 287 1963
 TF1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1640
 TF1640  HISTORY     - Date     Condition        Report By
 TF1640  HISTORY     - 1963     MONUMENTED       CGS
 TF1640
 TF1640                          STATION DESCRIPTION
 TF1640
 TF1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1640'7.55 MI NE FROM TOLLEY.
 TF1640'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1640'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1640'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1640'ALONG A DIRT ROAD, THENCE 0.85 MILES NORTHEAST ALONG COUNTY ROAD 3, ON
 TF1640'THE CREST OF A SMALL KNOLL, ABOUT 200 FEET NORTHEAST OF THE NORTHEAST
 TF1640'EDGE OF THE MOUSE RIVER, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TF1640'ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 2.5 FEET SOUTH OF A METAL
 TF1640'WITNESS POST AND A FISH AND GAME COMMISSION SIGN POST, ABOUT LEVEL
 TF1640'WITH THE ROAD AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A
 TF1640'DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0126 ***********************************************************************
 SM0126  DESIGNATION -  B 288
 SM0126  PID         -  SM0126
 SM0126  STATE/COUNTY-  ND/NELSON
 SM0126  USGS QUAD   -  KLOTEN (1967)
 SM0126
 SM0126                         *CURRENT SURVEY CONTROL
 SM0126  ___________________________________________________________________
 SM0126* NAD 83(1986)-  47 41 11.     (N)    098 04 32.     (W)     SCALED    
 SM0126* NAVD 88     -       460.452  (meters)    1510.67   (feet)  ADJUSTED  
 SM0126  ___________________________________________________________________
 SM0126  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 SM0126  DYNAMIC HT  -         460.516 (meters)    1510.88  (feet)  COMP
 SM0126  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 SM0126
 SM0126  VERT ORDER  -  SECOND    CLASS 0
 SM0126
 SM0126.The horizontal coordinates were scaled from a topographic map and have
 SM0126.an estimated accuracy of +/- 6 seconds.
 SM0126
 SM0126.The orthometric height was determined by differential leveling
 SM0126.and adjusted by the National Geodetic Survey in June 1991..
 SM0126
 SM0126.The geoid height was determined by GEOID03.
 SM0126
 SM0126.The dynamic height is computed by dividing the NAVD 88
 SM0126.geopotential number by the normal gravity value computed on the
 SM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0126.degrees latitude (g = 980.6199 gals.).
 SM0126
 SM0126.The modeled gravity was interpolated from observed gravity values.
 SM0126
 SM0126;                    North         East    Units  Estimated Accuracy
 SM0126;SPC ND N     -    79,180.      781,980.      MT  (+/- 180 meters Scaled)
 SM0126
 SM0126                          SUPERSEDED SURVEY CONTROL
 SM0126
 SM0126  NGVD 29 (??/??/92)  460.087  (m)         1509.47   (f) ADJ UNCH    2 0
 SM0126
 SM0126.Superseded values are not recommended for survey control.
 SM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0126.See file dsdata.txt to determine how the superseded data were derived.
 SM0126
 SM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT693818(NAD 83)
 SM0126_MARKER: DB = BENCH MARK DISK
 SM0126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0126_SP_SET: 18 FT
 SM0126_STAMPING: B 288 1963
 SM0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0126
 SM0126  HISTORY     - Date     Condition        Report By
 SM0126  HISTORY     - 1963     MONUMENTED       CGS
 SM0126
 SM0126                          STATION DESCRIPTION
 SM0126
 SM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0126'5.55 MI SW FROM ANETA.
 SM0126'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0126'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST
 SM0126'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN
 SM0126'SECTION 33, T 149 N, R 58 W, 84 FEET SOUTHWEST OF THE CENTER OF THE
 SM0126'INTERSECTION OF THE GRAVELED ROAD AND COUNTY ROAD 20, 52 FEET SOUTH OF
 SM0126'THE CENTER LINE OF COUNTY ROAD 20, 27 FEET SOUTHWEST OF AN 18-INCH
 SM0126'METAL CULVERT, 4 FEET SOUTHWEST OF A POWER POLE, 1.0 FOOT NORTH OF A
 SM0126'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE INTERSECTION
 SM0126'AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SM0126'DEPTH OF 18 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0297 ***********************************************************************
 SM0297  DESIGNATION -  B 289
 SM0297  PID         -  SM0297
 SM0297  STATE/COUNTY-  ND/NELSON
 SM0297  USGS QUAD   -  KLOTEN NW (1961)
 SM0297
 SM0297                         *CURRENT SURVEY CONTROL
 SM0297  ___________________________________________________________________
 SM0297* NAD 83(1986)-  47 43 49.     (N)    098 09 40.     (W)     SCALED    
 SM0297* NAVD 88     -       419.311  (meters)    1375.69   (feet)  ADJUSTED  
 SM0297  ___________________________________________________________________
 SM0297  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 SM0297  DYNAMIC HT  -         419.377 (meters)    1375.91  (feet)  COMP
 SM0297  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 SM0297
 SM0297  VERT ORDER  -  SECOND    CLASS 0
 SM0297
 SM0297.The horizontal coordinates were scaled from a topographic map and have
 SM0297.an estimated accuracy of +/- 6 seconds.
 SM0297
 SM0297.The orthometric height was determined by differential leveling
 SM0297.and adjusted by the National Geodetic Survey in June 1991..
 SM0297
 SM0297.The geoid height was determined by GEOID03.
 SM0297
 SM0297.The dynamic height is computed by dividing the NAVD 88
 SM0297.geopotential number by the normal gravity value computed on the
 SM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0297.degrees latitude (g = 980.6199 gals.).
 SM0297
 SM0297.The modeled gravity was interpolated from observed gravity values.
 SM0297
 SM0297;                    North         East    Units  Estimated Accuracy
 SM0297;SPC ND N     -    83,860.      775,410.      MT  (+/- 180 meters Scaled)
 SM0297
 SM0297                          SUPERSEDED SURVEY CONTROL
 SM0297
 SM0297  NGVD 29 (??/??/92)  418.953  (m)         1374.52   (f) ADJ UNCH    2 0
 SM0297
 SM0297.Superseded values are not recommended for survey control.
 SM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0297.See file dsdata.txt to determine how the superseded data were derived.
 SM0297
 SM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629866(NAD 83)
 SM0297_MARKER: DB = BENCH MARK DISK
 SM0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0297_STAMPING: B 289 1963
 SM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0297+STABILITY: SURFACE MOTION
 SM0297
 SM0297  HISTORY     - Date     Condition        Report By
 SM0297  HISTORY     - 1963     MONUMENTED       CGS
 SM0297
 SM0297                          STATION DESCRIPTION
 SM0297
 SM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0297'2.7 MI SE FROM MCVILLE.
 SM0297'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0297'AT MCVILLE, THENCE 1.8 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION
 SM0297'14, T 149 N, R 59 W, 79 FEET WEST OF THE CENTER LINE OF THE ROAD, 65
 SM0297'FEET SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTH OF POWER POLE NUMBER
 SM0297'38, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0297'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0553 ***********************************************************************
 RP0553  DESIGNATION -  B 29
 RP0553  PID         -  RP0553
 RP0553  STATE/COUNTY-  ND/RANSOM
 RP0553  USGS QUAD   -  ENDERLIN NORTH (1961)
 RP0553
 RP0553                         *CURRENT SURVEY CONTROL
 RP0553  ___________________________________________________________________
 RP0553* NAD 83(1986)-  46 37 35.     (N)    097 36 08.     (W)     SCALED    
 RP0553* NAVD 88     -       331.938  (meters)    1089.03   (feet)  ADJUSTED  
 RP0553  ___________________________________________________________________
 RP0553  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RP0553  DYNAMIC HT  -         331.953 (meters)    1089.08  (feet)  COMP
 RP0553  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RP0553
 RP0553  VERT ORDER  -  SECOND    CLASS 0
 RP0553
 RP0553.The horizontal coordinates were scaled from a topographic map and have
 RP0553.an estimated accuracy of +/- 6 seconds.
 RP0553
 RP0553.The orthometric height was determined by differential leveling
 RP0553.and adjusted by the National Geodetic Survey in June 1991..
 RP0553
 RP0553.The geoid height was determined by GEOID03.
 RP0553
 RP0553.The dynamic height is computed by dividing the NAVD 88
 RP0553.geopotential number by the normal gravity value computed on the
 RP0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0553.degrees latitude (g = 980.6199 gals.).
 RP0553
 RP0553.The modeled gravity was interpolated from observed gravity values.
 RP0553
 RP0553;                    North         East    Units  Estimated Accuracy
 RP0553;SPC ND S     -   110,770.      821,860.      MT  (+/- 180 meters Scaled)
 RP0553
 RP0553                          SUPERSEDED SURVEY CONTROL
 RP0553
 RP0553  NGVD 29 (??/??/92)  331.622  (m)         1088.00   (f) ADJ UNCH    2 0
 RP0553
 RP0553.Superseded values are not recommended for survey control.
 RP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0553.See file dsdata.txt to determine how the superseded data were derived.
 RP0553
 RP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS070645(NAD 83)
 RP0553_MARKER: DB = BENCH MARK DISK
 RP0553_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RP0553_SP_SET: STEP
 RP0553_STAMPING: B 29 1934
 RP0553_MARK LOGO: CGS   
 RP0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0553
 RP0553  HISTORY     - Date     Condition        Report By
 RP0553  HISTORY     - 1934     MONUMENTED       CGS
 RP0553  HISTORY     - 19920622 GOOD             NDHD
 RP0553
 RP0553                          STATION DESCRIPTION
 RP0553
 RP0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0553'IN ENDERLIN.
 RP0553'AT ENDERLIN, RANSOM COUNTY, NEAR THE SOO LINE RAILROAD STATION, AT THE
 RP0553'W.M. LASLEY CO. LUNCHROOM, IN THE EAST CONCRETE SIDE FACING THE TRACK,
 RP0553'14 INCHES SOUTH OF THE DOOR, AND 4 FEET ABOVE THE PLATFORM.  A
 RP0553'STANDARD DISK, STAMPED B 29 1934 AND SET VERTICALLY.
 RP0553
 RP0553                          STATION RECOVERY (1992)
 RP0553
 RP0553'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1992
 RP0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1223 ***********************************************************************
 RP1223  DESIGNATION -  B 29 RESET
 RP1223  PID         -  RP1223
 RP1223  STATE/COUNTY-  ND/RANSOM
 RP1223  USGS QUAD   -  ENDERLIN NORTH (1961)
 RP1223
 RP1223                         *CURRENT SURVEY CONTROL
 RP1223  ___________________________________________________________________
 RP1223* NAD 83(1986)-  46 37 35.     (N)    097 36 08.     (W)     SCALED    
 RP1223* NAVD 88     -       330.80   (meters)    1085.3    (feet)  RESET     
 RP1223  ___________________________________________________________________
 RP1223  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RP1223
 RP1223  VERT ORDER  -  THIRD
 RP1223
 RP1223.The horizontal coordinates were scaled from a topographic map and have
 RP1223.an estimated accuracy of +/- 6 seconds.
 RP1223
 RP1223.The orthometric height was computed from unverified reset data.
 RP1223.No vertical observational check was made to the station.
 RP1223
 RP1223.The geoid height was determined by GEOID03.
 RP1223
 RP1223;                    North         East    Units  Estimated Accuracy
 RP1223;SPC ND S     -   110,770.      821,860.      MT  (+/- 180 meters Scaled)
 RP1223
 RP1223                          SUPERSEDED SURVEY CONTROL
 RP1223
 RP1223  NGVD 29 (11/04/04)  330.48   (m)         1084.2    (f) RESET       3  
 RP1223
 RP1223.Superseded values are not recommended for survey control.
 RP1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1223.See file dsdata.txt to determine how the superseded data were derived.
 RP1223
 RP1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS070645(NAD 83)
 RP1223_MARKER: DV = VERTICAL CONTROL DISK
 RP1223_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP1223_SP_SET: BUILDING WALL
 RP1223_STAMPING: B 29 RESET 1992
 RP1223_MARK LOGO: NGS   
 RP1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1223+STABILITY: SURFACE MOTION
 RP1223
 RP1223  HISTORY     - Date     Condition        Report By
 RP1223  HISTORY     - 1992     MONUMENTED       NDHD
 RP1223  HISTORY     - 20050510 POOR             NDWC
 RP1223
 RP1223                          STATION DESCRIPTION
 RP1223
 RP1223'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1992
 RP1223'IN ENDERLIN, SET IN THE NORTHEAST WALL OF THE SOO LINE RAILROAD
 RP1223'COMPANY DIVISION OFFICE SITUATED SOUTHEAST OF BAXTER PARK, FROM THE
 RP1223'INTERSECTION OF RAILWAY STREET AND 3RD AVENUE PROCEED NORTHEAST ABOUT
 RP1223'300 FEET (91.4 M) TO THE SOO LINE RAILROAD OFFICE ON THE RIGHT.  MARK
 RP1223'IS SET VERTICALLY IN NORTHEAST WALL OF THE RED BRICK STRUCTURE, 17.1
 RP1223'FEET (5.2 M) EAST OF THE NORTHWEST CORNER OF BUILDING AND 17.8 FEET
 RP1223'(5.4 M) WEST OF NORTHEAST CORNER OF BUILDING AND 4.3 FEET (1.3 M)
 RP1223'ABOVE GROUND.
 RP1223
 RP1223                          STATION RECOVERY (2005)
 RP1223
 RP1223'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2005 (DJS)
 RP1223'THIS POINT SEEMS TO BE OFF BY ABOUT 5 FEET. AT ONE TIME I THINK WE
 RP1223'CALLED IN AND GOT AN ELEVATION OF 1089.296 FOR THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0104 ***********************************************************************
 SM0104  DESIGNATION -  B 290
 SM0104  PID         -  SM0104
 SM0104  STATE/COUNTY-  ND/NELSON
 SM0104  USGS QUAD   -  TOLNA (1951)
 SM0104
 SM0104                         *CURRENT SURVEY CONTROL
 SM0104  ___________________________________________________________________
 SM0104* NAD 83(1986)-  47 49 00.     (N)    098 26 22.     (W)     SCALED    
 SM0104* NAVD 88     -       445.056  (meters)    1460.15   (feet)  ADJUSTED  
 SM0104  ___________________________________________________________________
 SM0104  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 SM0104  DYNAMIC HT  -         445.129 (meters)    1460.39  (feet)  COMP
 SM0104  MODELED GRAV-     980,762.4   (mgal)                       NAVD 88
 SM0104
 SM0104  VERT ORDER  -  SECOND    CLASS 0
 SM0104
 SM0104.The horizontal coordinates were scaled from a topographic map and have
 SM0104.an estimated accuracy of +/- 6 seconds.
 SM0104
 SM0104.The orthometric height was determined by differential leveling
 SM0104.and adjusted by the National Geodetic Survey in June 1991..
 SM0104
 SM0104.The geoid height was determined by GEOID03.
 SM0104
 SM0104.The dynamic height is computed by dividing the NAVD 88
 SM0104.geopotential number by the normal gravity value computed on the
 SM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0104.degrees latitude (g = 980.6199 gals.).
 SM0104
 SM0104.The modeled gravity was interpolated from observed gravity values.
 SM0104
 SM0104;                    North         East    Units  Estimated Accuracy
 SM0104;SPC ND N     -    92,860.      754,290.      MT  (+/- 180 meters Scaled)
 SM0104
 SM0104                          SUPERSEDED SURVEY CONTROL
 SM0104
 SM0104  NGVD 29 (??/??/92)  444.706  (m)         1459.01   (f) ADJ UNCH    2 0
 SM0104
 SM0104.Superseded values are not recommended for survey control.
 SM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0104.See file dsdata.txt to determine how the superseded data were derived.
 SM0104
 SM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419960(NAD 83)
 SM0104_MARKER: DB = BENCH MARK DISK
 SM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0104_STAMPING: B 290 1963
 SM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0104+STABILITY: SURFACE MOTION
 SM0104
 SM0104  HISTORY     - Date     Condition        Report By
 SM0104  HISTORY     - 1963     MONUMENTED       CGS
 SM0104
 SM0104                          STATION DESCRIPTION
 SM0104
 SM0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0104'0.65 MI S FROM TOLNA.
 SM0104'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0104'RAILWAY STATION AT TOLNA, IN SECTION 14, T 150 N, R 61 W, 75 FEET EAST
 SM0104'OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET NORTH OF THE CENTER LINE
 SM0104'OF A TRAIL ROAD LEADING EAST, 84 FEET SOUTHWEST OF A FORKED COTTONWOOD
 SM0104'TREE WHICH IS IN A GROVE OF TREES, 57 FEET NORTH OF A POWER POLE, 13
 SM0104'1/2 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF A FENCE, 1.5 FEET
 SM0104'EAST OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD
 SM0104'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0341 ***********************************************************************
 SM0341  DESIGNATION -  B 291
 SM0341  PID         -  SM0341
 SM0341  STATE/COUNTY-  ND/NELSON
 SM0341  USGS QUAD   -  PEKIN NE (1951)
 SM0341
 SM0341                         *CURRENT SURVEY CONTROL
 SM0341  ___________________________________________________________________
 SM0341* NAD 83(1986)-  47 59 30.     (N)    098 21 17.     (W)     SCALED    
 SM0341* NAVD 88     -       450.881  (meters)    1479.27   (feet)  ADJUSTED  
 SM0341  ___________________________________________________________________
 SM0341  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 SM0341  DYNAMIC HT  -         450.960 (meters)    1479.52  (feet)  COMP
 SM0341  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 SM0341
 SM0341  VERT ORDER  -  SECOND    CLASS 0
 SM0341
 SM0341.The horizontal coordinates were scaled from a topographic map and have
 SM0341.an estimated accuracy of +/- 6 seconds.
 SM0341
 SM0341.The orthometric height was determined by differential leveling
 SM0341.and adjusted by the National Geodetic Survey in June 1991..
 SM0341
 SM0341.The geoid height was determined by GEOID03.
 SM0341
 SM0341.The dynamic height is computed by dividing the NAVD 88
 SM0341.geopotential number by the normal gravity value computed on the
 SM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0341.degrees latitude (g = 980.6199 gals.).
 SM0341
 SM0341.The modeled gravity was interpolated from observed gravity values.
 SM0341
 SM0341;                    North         East    Units  Estimated Accuracy
 SM0341;SPC ND N     -   112,480.      760,090.      MT  (+/- 180 meters Scaled)
 SM0341
 SM0341                          SUPERSEDED SURVEY CONTROL
 SM0341
 SM0341  NGVD 29 (??/??/92)  450.513  (m)         1478.06   (f) ADJ UNCH    2 0
 SM0341
 SM0341.Superseded values are not recommended for survey control.
 SM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0341.See file dsdata.txt to determine how the superseded data were derived.
 SM0341
 SM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU481155(NAD 83)
 SM0341_MARKER: DB = BENCH MARK DISK
 SM0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0341_SP_SET: ROD
 SM0341_STAMPING: B 291 1963
 SM0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0341
 SM0341  HISTORY     - Date     Condition        Report By
 SM0341  HISTORY     - 1963     MONUMENTED       CGS
 SM0341
 SM0341                          STATION DESCRIPTION
 SM0341
 SM0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0341'4.8 MI SW FROM LAKOTA.
 SM0341'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0341'AT LAKOTA, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 1.0
 SM0341'MILE WEST ALONG A TRAIL ROAD, IN SECTION 16, T 152 N, R 60 W, 82 FEET
 SM0341'SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A GRAVELED ROAD, 38
 SM0341'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 76 FEET EAST OF THE CENTER
 SM0341'LINE OF THE GRAVELED ROAD, 35 FEET NORTH OF A POWER POLE, 1.5 FEET
 SM0341'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0341'ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD AND ENCASED
 SM0341'IN A 6-INCH TILE THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0454 ***********************************************************************
 TE0454  DESIGNATION -  B 292
 TE0454  PID         -  TE0454
 TE0454  STATE/COUNTY-  ND/NELSON
 TE0454  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0454
 TE0454                         *CURRENT SURVEY CONTROL
 TE0454  ___________________________________________________________________
 TE0454* NAD 83(1986)-  48 00 19.     (N)    098 07 06.     (W)     SCALED    
 TE0454* NAVD 88     -       463.016  (meters)    1519.08   (feet)  ADJUSTED  
 TE0454  ___________________________________________________________________
 TE0454  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 TE0454  DYNAMIC HT  -         463.096 (meters)    1519.34  (feet)  COMP
 TE0454  MODELED GRAV-     980,768.6   (mgal)                       NAVD 88
 TE0454
 TE0454  VERT ORDER  -  SECOND    CLASS 0
 TE0454
 TE0454.The horizontal coordinates were scaled from a topographic map and have
 TE0454.an estimated accuracy of +/- 6 seconds.
 TE0454
 TE0454.The orthometric height was determined by differential leveling
 TE0454.and adjusted by the National Geodetic Survey in June 1991..
 TE0454
 TE0454.The geoid height was determined by GEOID03.
 TE0454
 TE0454.The dynamic height is computed by dividing the NAVD 88
 TE0454.geopotential number by the normal gravity value computed on the
 TE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0454.degrees latitude (g = 980.6199 gals.).
 TE0454
 TE0454.The modeled gravity was interpolated from observed gravity values.
 TE0454
 TE0454;                    North         East    Units  Estimated Accuracy
 TE0454;SPC ND N     -   114,520.      777,680.      MT  (+/- 180 meters Scaled)
 TE0454
 TE0454                          SUPERSEDED SURVEY CONTROL
 TE0454
 TE0454  NGVD 29 (??/??/92)  462.643  (m)         1517.85   (f) ADJ UNCH    2 0
 TE0454
 TE0454.Superseded values are not recommended for survey control.
 TE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0454.See file dsdata.txt to determine how the superseded data were derived.
 TE0454
 TE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU657172(NAD 83)
 TE0454_MARKER: DB = BENCH MARK DISK
 TE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0454_STAMPING: B 292 1963
 TE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0454+STABILITY: SURFACE MOTION
 TE0454
 TE0454  HISTORY     - Date     Condition        Report By
 TE0454  HISTORY     - 1963     MONUMENTED       CGS
 TE0454
 TE0454                          STATION DESCRIPTION
 TE0454
 TE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0454'1.4 MI S FROM MICHIGAN.
 TE0454'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 TE0454'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U. S. HIGHWAY
 TE0454'2, THENCE 1.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 5, T 152 N,
 TE0454'R 58 W, 74 FEET NORTHEAST OF THE CENTER OF AN INTERSECTION OF THE
 TE0454'COUNTY ROAD AND A TRAIL ROAD, 67 FEET EAST OF THE CENTER LINE OF THE
 TE0454'COUNTY ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 15
 TE0454'FEET EAST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHEAST
 TE0454'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND
 TE0454'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0447 ***********************************************************************
 TE0447  DESIGNATION -  B 293
 TE0447  PID         -  TE0447
 TE0447  STATE/COUNTY-  ND/NELSON
 TE0447  USGS QUAD   -  LAKOTA (1983)
 TE0447
 TE0447                         *CURRENT SURVEY CONTROL
 TE0447  ___________________________________________________________________
 TE0447* NAD 83(1986)-  48 01 14.     (N)    098 19 57.     (W)     SCALED    
 TE0447* NAVD 88     -       458.913  (meters)    1505.62   (feet)  ADJUSTED  
 TE0447  ___________________________________________________________________
 TE0447  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 TE0447  DYNAMIC HT  -         458.991 (meters)    1505.87  (feet)  COMP
 TE0447  MODELED GRAV-     980,765.9   (mgal)                       NAVD 88
 TE0447
 TE0447  VERT ORDER  -  FIRST     CLASS II
 TE0447
 TE0447.The horizontal coordinates were scaled from a topographic map and have
 TE0447.an estimated accuracy of +/- 6 seconds.
 TE0447
 TE0447.The orthometric height was determined by differential leveling
 TE0447.and adjusted by the National Geodetic Survey in June 1991..
 TE0447.WARNING-Repeat measurements at this control monument indicate possible
 TE0447.vertical movement.
 TE0447
 TE0447.The geoid height was determined by GEOID03.
 TE0447
 TE0447.The dynamic height is computed by dividing the NAVD 88
 TE0447.geopotential number by the normal gravity value computed on the
 TE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0447.degrees latitude (g = 980.6199 gals.).
 TE0447
 TE0447.The modeled gravity was interpolated from observed gravity values.
 TE0447
 TE0447;                    North         East    Units  Estimated Accuracy
 TE0447;SPC ND N     -   115,740.      761,660.      MT  (+/- 180 meters Scaled)
 TE0447
 TE0447                          SUPERSEDED SURVEY CONTROL
 TE0447
 TE0447  NGVD 29 (??/??/92)  458.555  (m)         1504.44   (f) ADJ UNCH    1 2
 TE0447
 TE0447.Superseded values are not recommended for survey control.
 TE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0447.See file dsdata.txt to determine how the superseded data were derived.
 TE0447
 TE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU497188(NAD 83)
 TE0447_MARKER: DB = BENCH MARK DISK
 TE0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0447_SP_SET: 30 FEET
 TE0447_STAMPING: B 293 1963
 TE0447_MARK LOGO: CGS   
 TE0447_PROJECTION: PROJECTING 2 CENTIMETERS
 TE0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0447_ROD/PIPE-DEPTH: 9.1  meters
 TE0447
 TE0447  HISTORY     - Date     Condition        Report By
 TE0447  HISTORY     - 1963     MONUMENTED       CGS
 TE0447  HISTORY     - 1982     GOOD             NGS
 TE0447
 TE0447                          STATION DESCRIPTION
 TE0447
 TE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0447'1.8 MI SE FROM LAKOTA.
 TE0447'0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0447'LAKOTA, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 1 AND U.S. HIGHWAY
 TE0447'2, IN SECTION 3, T 152 N, R 60 W, 244 FEET SOUTHEAST OF THE CENTER OF
 TE0447'THE INTERSECTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 2, 102 FEET EAST
 TE0447'OF THE CENTER LINE OF STATE HIGHWAY 1, 185 FEET SOUTH OF THE CENTER
 TE0447'LINE OF U.S. HIGHWAY 2, 13 FEET WEST OF A TELEPHONE POLE, 7 FEET SOUTH
 TE0447'OF A POWER POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 TE0447'BELOW THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A 5/8-INCH COPPER
 TE0447'COATED ROD THAT IS DRIVEN TO A DEPTH OF 30 FEET AND ENCASED IN A
 TE0447'6-INCH TILE WHICH PROJECTS 4 INCHES.
 TE0447
 TE0447                          STATION RECOVERY (1982)
 TE0447
 TE0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0447'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0447'0.6 KM (0.4 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TE0447'STATION IN LAKOTA, THENCE 2.2 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 1
 TE0447'TO THE JUNCTION OF OLD U.S. HIGHWAY 2, 74.3 METERS (244.0 FT)
 TE0447'SOUTHEAST OF THE CENTER OF HIGHWAY 1 AND OLD HIGHWAY 2, 31.0 METERS
 TE0447'(102.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 1, 56.3 METERS (185.0 FT)
 TE0447'SOUTH OF THE CENTERLINE OF HIGHWAY 2, 3.9 METERS (13.0 FT) WEST OF A
 TE0447'TELEPHONE POLE, AND 2.1 METERS (7.0 FT) SOUTH OF A POWER POLE.
 TE0447'THE MARK IS 0.42 METERS  N FROM A WITNESS POST.
 TE0447'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0065 ***********************************************************************
 SM0065  DESIGNATION -  B 294
 SM0065  PID         -  SM0065
 SM0065  STATE/COUNTY-  ND/GRIGGS
 SM0065  USGS QUAD   -  KLOTEN SE (1967)
 SM0065
 SM0065                         *CURRENT SURVEY CONTROL
 SM0065  ___________________________________________________________________
 SM0065* NAD 83(1986)-  47 36 03.     (N)    098 00 22.     (W)     SCALED    
 SM0065* NAVD 88     -       438.890  (meters)    1439.92   (feet)  ADJUSTED  
 SM0065  ___________________________________________________________________
 SM0065  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 SM0065  DYNAMIC HT  -         438.939 (meters)    1440.09  (feet)  COMP
 SM0065  MODELED GRAV-     980,710.3   (mgal)                       NAVD 88
 SM0065
 SM0065  VERT ORDER  -  SECOND    CLASS 0
 SM0065
 SM0065.The horizontal coordinates were scaled from a topographic map and have
 SM0065.an estimated accuracy of +/- 6 seconds.
 SM0065
 SM0065.The orthometric height was determined by differential leveling
 SM0065.and adjusted by the National Geodetic Survey in June 1991..
 SM0065
 SM0065.The geoid height was determined by GEOID03.
 SM0065
 SM0065.The dynamic height is computed by dividing the NAVD 88
 SM0065.geopotential number by the normal gravity value computed on the
 SM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0065.degrees latitude (g = 980.6199 gals.).
 SM0065
 SM0065.The modeled gravity was interpolated from observed gravity values.
 SM0065
 SM0065;                    North         East    Units  Estimated Accuracy
 SM0065;SPC ND N     -    69,840.      787,500.      MT  (+/- 180 meters Scaled)
 SM0065
 SM0065                          SUPERSEDED SURVEY CONTROL
 SM0065
 SM0065  NGVD 29 (??/??/92)  438.520  (m)         1438.71   (f) ADJ UNCH    2 0
 SM0065
 SM0065.Superseded values are not recommended for survey control.
 SM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0065.See file dsdata.txt to determine how the superseded data were derived.
 SM0065
 SM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT747724(NAD 83)
 SM0065_MARKER: DB = BENCH MARK DISK
 SM0065_SETTING: 80 = SET IN A BOULDER
 SM0065_SP_SET: BOULDER
 SM0065_STAMPING: B 294 1963
 SM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0065+STABILITY: SURFACE MOTION
 SM0065
 SM0065  HISTORY     - Date     Condition        Report By
 SM0065  HISTORY     - 1963     MONUMENTED       CGS
 SM0065
 SM0065                          STATION DESCRIPTION
 SM0065
 SM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0065'6.8 MI S FROM ANETA.
 SM0065'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0065'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0065'THENCE 1.05 MILES WEST ALONG STATE HIGHWAY 45, IN SECTION 35, T 148 N,
 SM0065'R 58 W, 162 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP
 SM0065'OF A LARGE GRANITE BOULDER WHICH IS IN A GROUP OF BOULDERS, 100 FEET
 SM0065'SOUTHEAST OF A POWER POLE, 69 FEET SOUTH OF A FENCE, 69.5 FEET SOUTH
 SM0065'OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0385 ***********************************************************************
 SM0385  DESIGNATION -  B 295
 SM0385  PID         -  SM0385
 SM0385  STATE/COUNTY-  ND/GRIGGS
 SM0385  USGS QUAD   -  HANNAFORD (1961)
 SM0385
 SM0385                         *CURRENT SURVEY CONTROL
 SM0385  ___________________________________________________________________
 SM0385* NAD 83(1986)-  47 17 46.     (N)    098 11 18.     (W)     SCALED    
 SM0385* NAVD 88     -       433.977  (meters)    1423.81   (feet)  ADJUSTED  
 SM0385  ___________________________________________________________________
 SM0385  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM0385  DYNAMIC HT  -         434.013 (meters)    1423.92  (feet)  COMP
 SM0385  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 SM0385
 SM0385  VERT ORDER  -  SECOND    CLASS 0
 SM0385
 SM0385.The horizontal coordinates were scaled from a topographic map and have
 SM0385.an estimated accuracy of +/- 6 seconds.
 SM0385
 SM0385.The orthometric height was determined by differential leveling
 SM0385.and adjusted by the National Geodetic Survey in June 1991..
 SM0385
 SM0385.The geoid height was determined by GEOID03.
 SM0385
 SM0385.The dynamic height is computed by dividing the NAVD 88
 SM0385.geopotential number by the normal gravity value computed on the
 SM0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0385.degrees latitude (g = 980.6199 gals.).
 SM0385
 SM0385.The modeled gravity was interpolated from observed gravity values.
 SM0385
 SM0385;                    North         East    Units  Estimated Accuracy
 SM0385;SPC ND N     -    35,550.      774,820.      MT  (+/- 180 meters Scaled)
 SM0385
 SM0385                          SUPERSEDED SURVEY CONTROL
 SM0385
 SM0385  NGVD 29 (??/??/92)  433.621  (m)         1422.64   (f) ADJ UNCH    2 0
 SM0385
 SM0385.Superseded values are not recommended for survey control.
 SM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0385.See file dsdata.txt to determine how the superseded data were derived.
 SM0385
 SM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT613383(NAD 83)
 SM0385_MARKER: DB = BENCH MARK DISK
 SM0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0385_STAMPING: B 295 1963
 SM0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0385+STABILITY: SURFACE MOTION
 SM0385
 SM0385  HISTORY     - Date     Condition        Report By
 SM0385  HISTORY     - 1963     MONUMENTED       CGS
 SM0385
 SM0385                          STATION DESCRIPTION
 SM0385
 SM0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0385'0.9 MI S FROM HANNAFORD.
 SM0385'ABOUT 0.9 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0385'CROSSING OF THE NORTHERN PACIFIC AND GREAT NORTHERN RAILWAYS AT
 SM0385'HANNAFORD, IN SECTION 17, T 144 N, R 59 W, 0.2 MILE SOUTH OF A ROAD
 SM0385'CROSSING, 35 FEET EAST OF THE EAST RAIL, 89 FEET WEST OF THE CENTER
 SM0385'LINE OF STATE HIGHWAY 1, 3 1/2 FEET NORTH OF A TELEPHONE POLE, 1.6
 SM0385'FEET SOUTH OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0385'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0953 ***********************************************************************
 SL0953  DESIGNATION -  B 296
 SL0953  PID         -  SL0953
 SL0953  STATE/COUNTY-  ND/GRAND FORKS
 SL0953  USGS QUAD   -  LOGAN CENTER (1963)
 SL0953
 SL0953                         *CURRENT SURVEY CONTROL
 SL0953  ___________________________________________________________________
 SL0953* NAD 83(1986)-  47 48 08.     (N)    097 50 23.     (W)     SCALED    
 SL0953* NAVD 88     -       441.955  (meters)    1449.98   (feet)  ADJUSTED  
 SL0953  ___________________________________________________________________
 SL0953  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0953  DYNAMIC HT  -         442.020 (meters)    1450.19  (feet)  COMP
 SL0953  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 SL0953
 SL0953  VERT ORDER  -  SECOND    CLASS 0
 SL0953
 SL0953.The horizontal coordinates were scaled from a topographic map and have
 SL0953.an estimated accuracy of +/- 6 seconds.
 SL0953
 SL0953.The orthometric height was determined by differential leveling
 SL0953.and adjusted by the National Geodetic Survey in June 1991..
 SL0953
 SL0953.The geoid height was determined by GEOID03.
 SL0953
 SL0953.The dynamic height is computed by dividing the NAVD 88
 SL0953.geopotential number by the normal gravity value computed on the
 SL0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0953.degrees latitude (g = 980.6199 gals.).
 SL0953
 SL0953.The modeled gravity was interpolated from observed gravity values.
 SL0953
 SL0953;                    North         East    Units  Estimated Accuracy
 SL0953;SPC ND N     -    92,630.      799,230.      MT  (+/- 180 meters Scaled)
 SL0953
 SL0953                          SUPERSEDED SURVEY CONTROL
 SL0953
 SL0953  NGVD 29 (??/??/92)  441.584  (m)         1448.76   (f) ADJ UNCH    2 0
 SL0953
 SL0953.Superseded values are not recommended for survey control.
 SL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0953.See file dsdata.txt to determine how the superseded data were derived.
 SL0953
 SL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT868949(NAD 83)
 SL0953_MARKER: DB = BENCH MARK DISK
 SL0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0953_STAMPING: B 296 1963
 SL0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0953+STABILITY: SURFACE MOTION
 SL0953
 SL0953  HISTORY     - Date     Condition        Report By
 SL0953  HISTORY     - 1963     MONUMENTED       CGS
 SL0953
 SL0953                          STATION DESCRIPTION
 SL0953
 SL0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0953'15.85 MI S FROM NIAGARA.
 SL0953'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0953'AT NIAGARA, THENCE 11.35 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0
 SL0953'MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 SL0953'GRAVELED ROAD TO AN INTERSECTION WITH AN EAST-WEST GRAVELED ROAD AND A
 SL0953'TRAIL ROAD SOUTH, IN SECTION 20, T 150 N, R 56 W, 60 FEET SOUTHWEST OF
 SL0953'THE CENTER OF THE INTERSECTION, 52 FEET SOUTH OF THE CENTER LINE OF
 SL0953'THE EAST-WEST ROAD, 22 FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD,
 SL0953'14 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE, 1.2 FEET
 SL0953'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SL0953'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1020 ***********************************************************************
 SL1020  DESIGNATION -  B 297
 SL1020  PID         -  SL1020
 SL1020  STATE/COUNTY-  ND/GRAND FORKS
 SL1020  USGS QUAD   -  NIAGARA (1963)
 SL1020
 SL1020                         *CURRENT SURVEY CONTROL
 SL1020  ___________________________________________________________________
 SL1020* NAD 83(1986)-  47 54 15.     (N)    097 50 23.     (W)     SCALED    
 SL1020* NAVD 88     -       442.677  (meters)    1452.35   (feet)  ADJUSTED  
 SL1020  ___________________________________________________________________
 SL1020  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL1020  DYNAMIC HT  -         442.744 (meters)    1452.57  (feet)  COMP
 SL1020  MODELED GRAV-     980,749.6   (mgal)                       NAVD 88
 SL1020
 SL1020  VERT ORDER  -  SECOND    CLASS 0
 SL1020
 SL1020.The horizontal coordinates were scaled from a topographic map and have
 SL1020.an estimated accuracy of +/- 6 seconds.
 SL1020
 SL1020.The orthometric height was determined by differential leveling
 SL1020.and adjusted by the National Geodetic Survey in June 1991..
 SL1020
 SL1020.The geoid height was determined by GEOID03.
 SL1020
 SL1020.The dynamic height is computed by dividing the NAVD 88
 SL1020.geopotential number by the normal gravity value computed on the
 SL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1020.degrees latitude (g = 980.6199 gals.).
 SL1020
 SL1020.The modeled gravity was interpolated from observed gravity values.
 SL1020
 SL1020;                    North         East    Units  Estimated Accuracy
 SL1020;SPC ND N     -   103,960.      798,840.      MT  (+/- 180 meters Scaled)
 SL1020
 SL1020                          SUPERSEDED SURVEY CONTROL
 SL1020
 SL1020  NGVD 29 (??/??/92)  442.306  (m)         1451.13   (f) ADJ UNCH    2 0
 SL1020
 SL1020.Superseded values are not recommended for survey control.
 SL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1020.See file dsdata.txt to determine how the superseded data were derived.
 SL1020
 SL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU867063(NAD 83)
 SL1020_MARKER: DB = BENCH MARK DISK
 SL1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1020_STAMPING: B 297 1963
 SL1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1020+STABILITY: SURFACE MOTION
 SL1020
 SL1020  HISTORY     - Date     Condition        Report By
 SL1020  HISTORY     - 1963     MONUMENTED       CGS
 SL1020  HISTORY     - 1983     GOOD             USPSQD
 SL1020
 SL1020                          STATION DESCRIPTION
 SL1020
 SL1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1020'8.8 MI SE FROM NIAGARA.
 SL1020'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL1020'AT NIAGARA, THENCE 6.3 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0
 SL1020'MILES EAST ALONG COUNTY ROAD 4, IN SECTION 8, T 151 N, R 56 W, AT A
 SL1020'INTERSECTION WITH COUNTY ROAD 4, WITH A GRAVELED ROAD SOUTH AND A
 SL1020'TRAIL ROAD NORTH, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 23
 SL1020'FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD, 6 FEET NORTH OF A
 SL1020'FENCE CORNER, 1 1/2 FEET EAST OF A FENCE, 2.0 FEET NORTH OF A METAL
 SL1020'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SL1020'CONCRETE POST FLUSH WITH THE GROUND.
 SL1020
 SL1020                          STATION RECOVERY (1983)
 SL1020
 SL1020'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0910 ***********************************************************************
 SL0910  DESIGNATION -  B 298
 SL0910  PID         -  SL0910
 SL0910  STATE/COUNTY-  ND/NELSON
 SL0910  USGS QUAD   -  LAKE PICKARD (1971)
 SL0910
 SL0910                         *CURRENT SURVEY CONTROL
 SL0910  ___________________________________________________________________
 SL0910* NAD 83(1986)-  47 58 34.     (N)    097 59 24.     (W)     SCALED    
 SL0910* NAVD 88     -       467.445  (meters)    1533.61   (feet)  ADJUSTED  
 SL0910  ___________________________________________________________________
 SL0910  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0910  DYNAMIC HT  -         467.526 (meters)    1533.87  (feet)  COMP
 SL0910  MODELED GRAV-     980,770.2   (mgal)                       NAVD 88
 SL0910
 SL0910  VERT ORDER  -  SECOND    CLASS 0
 SL0910
 SL0910.The horizontal coordinates were scaled from a topographic map and have
 SL0910.an estimated accuracy of +/- 6 seconds.
 SL0910
 SL0910.The orthometric height was determined by differential leveling
 SL0910.and adjusted by the National Geodetic Survey in June 1991..
 SL0910
 SL0910.The geoid height was determined by GEOID03.
 SL0910
 SL0910.The dynamic height is computed by dividing the NAVD 88
 SL0910.geopotential number by the normal gravity value computed on the
 SL0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0910.degrees latitude (g = 980.6199 gals.).
 SL0910
 SL0910.The modeled gravity was interpolated from observed gravity values.
 SL0910
 SL0910;                    North         East    Units  Estimated Accuracy
 SL0910;SPC ND N     -   111,580.      787,350.      MT  (+/- 180 meters Scaled)
 SL0910
 SL0910                          SUPERSEDED SURVEY CONTROL
 SL0910
 SL0910  NGVD 29 (??/??/92)  467.074  (m)         1532.39   (f) ADJ UNCH    2 0
 SL0910
 SL0910.Superseded values are not recommended for survey control.
 SL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0910.See file dsdata.txt to determine how the superseded data were derived.
 SL0910
 SL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU753141(NAD 83)
 SL0910_MARKER: DB = BENCH MARK DISK
 SL0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0910_STAMPING: B 298 1963
 SL0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0910+STABILITY: SURFACE MOTION
 SL0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0910+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 SL0910
 SL0910  HISTORY     - Date     Condition        Report By
 SL0910  HISTORY     - 1963     MONUMENTED       CGS
 SL0910  HISTORY     - 20060729 GOOD             INDIV
 SL0910
 SL0910                          STATION DESCRIPTION
 SL0910
 SL0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0910'2.85 MI S FROM PETERSBURG.
 SL0910'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0910'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 2.0 MILES SOUTH ALONG
 SL0910'STATE HIGHWAY 32, IN SECTION 19, T 152 N, R 57 W, 190 FEET SOUTHWEST
 SL0910'OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 32 AND A GRAVELED
 SL0910'ROAD, 103 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 160 FEET SOUTH
 SL0910'OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 6 1/2 FEET NORTH OF
 SL0910'A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.8 FEET EAST OF A
 SL0910'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 SL0910'A CONCRETE POST PROJECTING 5 INCHES.
 SL0910
 SL0910                          STATION RECOVERY (2006)
 SL0910
 SL0910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MPF)
 SL0910'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0239 ***********************************************************************
 SM0239  DESIGNATION -  B 299
 SM0239  PID         -  SM0239
 SM0239  STATE/COUNTY-  ND/NELSON
 SM0239  USGS QUAD   -  LAMBS LAKE (1971)
 SM0239
 SM0239                         *CURRENT SURVEY CONTROL
 SM0239  ___________________________________________________________________
 SM0239* NAD 83(1986)-  47 57 44.     (N)    098 05 15.     (W)     SCALED    
 SM0239* NAVD 88     -       462.213  (meters)    1516.44   (feet)  ADJUSTED  
 SM0239  ___________________________________________________________________
 SM0239  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SM0239  DYNAMIC HT  -         462.292 (meters)    1516.70  (feet)  COMP
 SM0239  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 SM0239
 SM0239  VERT ORDER  -  SECOND    CLASS 0
 SM0239
 SM0239.The horizontal coordinates were scaled from a topographic map and have
 SM0239.an estimated accuracy of +/- 6 seconds.
 SM0239
 SM0239.The orthometric height was determined by differential leveling
 SM0239.and adjusted by the National Geodetic Survey in June 1991..
 SM0239
 SM0239.The geoid height was determined by GEOID03.
 SM0239
 SM0239.The dynamic height is computed by dividing the NAVD 88
 SM0239.geopotential number by the normal gravity value computed on the
 SM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0239.degrees latitude (g = 980.6199 gals.).
 SM0239
 SM0239.The modeled gravity was interpolated from observed gravity values.
 SM0239
 SM0239;                    North         East    Units  Estimated Accuracy
 SM0239;SPC ND N     -   109,800.      780,120.      MT  (+/- 180 meters Scaled)
 SM0239
 SM0239                          SUPERSEDED SURVEY CONTROL
 SM0239
 SM0239  NGVD 29 (??/??/92)  461.842  (m)         1515.23   (f) ADJ UNCH    2 0
 SM0239
 SM0239.Superseded values are not recommended for survey control.
 SM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0239.See file dsdata.txt to determine how the superseded data were derived.
 SM0239
 SM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU681125(NAD 83)
 SM0239_MARKER: DB = BENCH MARK DISK
 SM0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0239_STAMPING: B 299 1963
 SM0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0239+STABILITY: SURFACE MOTION
 SM0239
 SM0239  HISTORY     - Date     Condition        Report By
 SM0239  HISTORY     - 1963     MONUMENTED       CGS
 SM0239
 SM0239                          STATION DESCRIPTION
 SM0239
 SM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0239'5.8 MI SE FROM MICHIGAN.
 SM0239'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0239'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0239'2, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 1.4 MILES EAST
 SM0239'ALONG A GRAVELED ROAD, IN SECTION 21, T 152 N, R 58 W, 139 FEET NORTH
 SM0239'OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF A POWER POLE, 2.0 FEET
 SM0239'NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 SM0239'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1350 ***********************************************************************
 TE1350  DESIGNATION -  B 3
 TE1350  PID         -  TE1350
 TE1350  STATE/COUNTY-  ND/PIERCE
 TE1350  USGS QUAD   -  RUGBY (1980)
 TE1350
 TE1350                         *CURRENT SURVEY CONTROL
 TE1350  ___________________________________________________________________
 TE1350* NAD 83(1986)-  48 22 14.     (N)    099 56 32.     (W)     SCALED    
 TE1350* NAVD 88     -       474.398  (meters)    1556.42   (feet)  ADJUSTED  
 TE1350  ___________________________________________________________________
 TE1350  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1350  DYNAMIC HT  -         474.492 (meters)    1556.73  (feet)  COMP
 TE1350  MODELED GRAV-     980,793.0   (mgal)                       NAVD 88
 TE1350
 TE1350  VERT ORDER  -  FIRST     CLASS II
 TE1350
 TE1350.The horizontal coordinates were scaled from a topographic map and have
 TE1350.an estimated accuracy of +/- 6 seconds.
 TE1350
 TE1350.The orthometric height was determined by differential leveling
 TE1350.and adjusted by the National Geodetic Survey in June 1991..
 TE1350.WARNING-Repeat measurements at this control monument indicate possible
 TE1350.vertical movement.
 TE1350
 TE1350.The geoid height was determined by GEOID03.
 TE1350
 TE1350.The dynamic height is computed by dividing the NAVD 88
 TE1350.geopotential number by the normal gravity value computed on the
 TE1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1350.degrees latitude (g = 980.6199 gals.).
 TE1350
 TE1350.The modeled gravity was interpolated from observed gravity values.
 TE1350
 TE1350;                    North         East    Units  Estimated Accuracy
 TE1350;SPC ND N     -   152,530.      641,320.      MT  (+/- 180 meters Scaled)
 TE1350
 TE1350                          SUPERSEDED SURVEY CONTROL
 TE1350
 TE1350  NGVD 29 (??/??/92)  474.042  (m)         1555.25   (f) ADJ UNCH    1 2
 TE1350
 TE1350.Superseded values are not recommended for survey control.
 TE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1350.See file dsdata.txt to determine how the superseded data were derived.
 TE1350
 TE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU302579(NAD 83)
 TE1350_MARKER: P = PIPE CAP
 TE1350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE1350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE1350_STAMPING: B 3 ELEV 1555.348 FT
 TE1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1350
 TE1350  HISTORY     - Date     Condition        Report By
 TE1350  HISTORY     - UNK      MONUMENTED       CGS
 TE1350  HISTORY     - 1964     GOOD             NGS
 TE1350  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1350
 TE1350                          STATION DESCRIPTION
 TE1350
 TE1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1350'2.4 MI E FROM RUGBY.
 TE1350'ABOUT 2.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1350'AT RUGBY, IN S 5, T 156 N, R 72 W, 5 POLES EAST OF MILEPOST 140, 30
 TE1350'FEET SOUTH OF THE SOUTH RAIL, 69 FEET NORTH OF A TELEGRAPH POLE, 0.7
 TE1350'FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 TE1350'OF THE TRACK, A CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 4
 TE1350'INCHES.
 TE1350
 TE1350                          STATION RECOVERY (1982)
 TE1350
 TE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1350'NOT RECOVERED, NOT SEARCHED FOR, TOO FAR OFF MAIN LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0402 ***********************************************************************
 TF0402  DESIGNATION -  B 3 B 1
 TF0402  PID         -  TF0402
 TF0402  STATE/COUNTY-  ND/MCHENRY
 TF0402  USGS QUAD   -  BERGEN (1957)
 TF0402
 TF0402                         *CURRENT SURVEY CONTROL
 TF0402  ___________________________________________________________________
 TF0402* NAD 83(1986)-  48 04 13.     (N)    100 43 57.     (W)     SCALED    
 TF0402* NAVD 88     -       494.212  (meters)    1621.43   (feet)  ADJUSTED  
 TF0402  ___________________________________________________________________
 TF0402  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0402  DYNAMIC HT  -         494.285 (meters)    1621.67  (feet)  COMP
 TF0402  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 TF0402
 TF0402  VERT ORDER  -  SECOND    CLASS 0
 TF0402
 TF0402.The horizontal coordinates were scaled from a topographic map and have
 TF0402.an estimated accuracy of +/- 6 seconds.
 TF0402
 TF0402.The orthometric height was determined by differential leveling
 TF0402.and adjusted by the National Geodetic Survey in June 1991..
 TF0402
 TF0402.The geoid height was determined by GEOID03.
 TF0402
 TF0402.The dynamic height is computed by dividing the NAVD 88
 TF0402.geopotential number by the normal gravity value computed on the
 TF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0402.degrees latitude (g = 980.6199 gals.).
 TF0402
 TF0402.The modeled gravity was interpolated from observed gravity values.
 TF0402
 TF0402;                    North         East    Units  Estimated Accuracy
 TF0402;SPC ND N     -   119,020.      582,670.      MT  (+/- 180 meters Scaled)
 TF0402
 TF0402                          SUPERSEDED SURVEY CONTROL
 TF0402
 TF0402  NGVD 29 (??/??/92)  493.83   (m)         1620.2    (f) COMPUTED    2 0
 TF0402
 TF0402.Superseded values are not recommended for survey control.
 TF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0402.See file dsdata.txt to determine how the superseded data were derived.
 TF0402
 TF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU709255(NAD 83)
 TF0402_MARKER: DD = SURVEY DISK
 TF0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0402_SP_SET: PEDESTAL
 TF0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0402
 TF0402  HISTORY     - Date     Condition        Report By
 TF0402  HISTORY     - UNK      MONUMENTED       DOD
 TF0402  HISTORY     - 1962     GOOD             NGS
 TF0402
 TF0402                          STATION DESCRIPTION
 TF0402
 TF0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0402'3.7 MI S FROM VERENDRYE.
 TF0402'ABOUT 3.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0402'RAILROAD STATION, ABOUT 0.3 MILE NORTH OF A GRAVELED ROAD
 TF0402'INTERSECTION, ABOUT 190 YARDS EAST OF THE CENTERLINE OF THE ROAD, IN A
 TF0402'LARGE FIELD, ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 TF0402'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0401 ***********************************************************************
 TF0401  DESIGNATION -  B 3 B 2
 TF0401  PID         -  TF0401
 TF0401  STATE/COUNTY-  ND/MCHENRY
 TF0401  USGS QUAD   -  BERGEN (1957)
 TF0401
 TF0401                         *CURRENT SURVEY CONTROL
 TF0401  ___________________________________________________________________
 TF0401* NAD 83(1986)-  48 04 13.     (N)    100 44 25.     (W)     SCALED    
 TF0401* NAVD 88     -       492.774  (meters)    1616.71   (feet)  ADJUSTED  
 TF0401  ___________________________________________________________________
 TF0401  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0401  DYNAMIC HT  -         492.846 (meters)    1616.95  (feet)  COMP
 TF0401  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TF0401
 TF0401  VERT ORDER  -  SECOND    CLASS 0
 TF0401
 TF0401.The horizontal coordinates were scaled from a topographic map and have
 TF0401.an estimated accuracy of +/- 6 seconds.
 TF0401
 TF0401.The orthometric height was determined by differential leveling
 TF0401.and adjusted by the National Geodetic Survey in June 1991..
 TF0401
 TF0401.The geoid height was determined by GEOID03.
 TF0401
 TF0401.The dynamic height is computed by dividing the NAVD 88
 TF0401.geopotential number by the normal gravity value computed on the
 TF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0401.degrees latitude (g = 980.6199 gals.).
 TF0401
 TF0401.The modeled gravity was interpolated from observed gravity values.
 TF0401
 TF0401;                    North         East    Units  Estimated Accuracy
 TF0401;SPC ND N     -   119,020.      582,100.      MT  (+/- 180 meters Scaled)
 TF0401
 TF0401                          SUPERSEDED SURVEY CONTROL
 TF0401
 TF0401  NGVD 29 (??/??/92)  492.40   (m)         1615.5    (f) COMPUTED    2 0
 TF0401
 TF0401.Superseded values are not recommended for survey control.
 TF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0401.See file dsdata.txt to determine how the superseded data were derived.
 TF0401
 TF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU703255(NAD 83)
 TF0401_MARKER: DD = SURVEY DISK
 TF0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0401_SP_SET: PEDESTAL
 TF0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0401
 TF0401  HISTORY     - Date     Condition        Report By
 TF0401  HISTORY     - UNK      MONUMENTED       DOD
 TF0401  HISTORY     - 1962     GOOD             NGS
 TF0401
 TF0401                          STATION DESCRIPTION
 TF0401
 TF0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0401'3.85 MI S FROM VERENDRYE.
 TF0401'ABOUT 3.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0401'RAILROAD STATION AT VERENDRYE, THENCE 0.25 MILE WEST ACROSS A FIELD,
 TF0401'ABOUT 0.3 MILE NORTH OF A GRAVELED ROAD INTERSECTION, ABOUT 530 YARDS
 TF0401'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, ABOUT LEVEL WITH THE
 TF0401'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 TF0401'OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0399 ***********************************************************************
 TF0399  DESIGNATION -  B 3 Z
 TF0399  PID         -  TF0399
 TF0399  STATE/COUNTY-  ND/MCHENRY
 TF0399  USGS QUAD   -  BERGEN (1957)
 TF0399
 TF0399                         *CURRENT SURVEY CONTROL
 TF0399  ___________________________________________________________________
 TF0399* NAD 83(1986)-  48 03 56.     (N)    100 44 05.     (W)     SCALED    
 TF0399* NAVD 88     -       493.099  (meters)    1617.78   (feet)  ADJUSTED  
 TF0399  ___________________________________________________________________
 TF0399  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0399  DYNAMIC HT  -         493.172 (meters)    1618.02  (feet)  COMP
 TF0399  MODELED GRAV-     980,743.0   (mgal)                       NAVD 88
 TF0399
 TF0399  VERT ORDER  -  SECOND    CLASS 0
 TF0399
 TF0399.The horizontal coordinates were scaled from a topographic map and have
 TF0399.an estimated accuracy of +/- 6 seconds.
 TF0399
 TF0399.The orthometric height was determined by differential leveling
 TF0399.and adjusted by the National Geodetic Survey in June 1991..
 TF0399
 TF0399.The geoid height was determined by GEOID03.
 TF0399
 TF0399.The dynamic height is computed by dividing the NAVD 88
 TF0399.geopotential number by the normal gravity value computed on the
 TF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0399.degrees latitude (g = 980.6199 gals.).
 TF0399
 TF0399.The modeled gravity was interpolated from observed gravity values.
 TF0399
 TF0399;                    North         East    Units  Estimated Accuracy
 TF0399;SPC ND N     -   118,500.      582,510.      MT  (+/- 180 meters Scaled)
 TF0399
 TF0399                          SUPERSEDED SURVEY CONTROL
 TF0399
 TF0399  NGVD 29 (??/??/92)  492.72   (m)         1616.5    (f) COMPUTED    2 0
 TF0399
 TF0399.Superseded values are not recommended for survey control.
 TF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0399.See file dsdata.txt to determine how the superseded data were derived.
 TF0399
 TF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU707250(NAD 83)
 TF0399_MARKER: DS = TRIANGULATION STATION DISK
 TF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0399_STAMPING: B 3 Z 1962
 TF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0399+STABILITY: SURFACE MOTION
 TF0399
 TF0399  HISTORY     - Date     Condition        Report By
 TF0399  HISTORY     - 1962     MONUMENTED       CGS
 TF0399
 TF0399                          STATION DESCRIPTION
 TF0399
 TF0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0399'3.9 MI S FROM VERENDRYE.
 TF0399'ABOUT 3.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0399'RAILROAD STATION AT VERENDRYE, 87 FEET NORTHWEST OF THE CENTER OF A
 TF0399'GRAVELED ROAD INTERSECTION, 72.5 FEET NORTH OF THE CENTERLINE OF THE
 TF0399'ROAD LEADING WEST, 57.5 FEET WEST OF THE CENTERLINE OF THE ROAD
 TF0399'LEADING NORTH, 40.5 FEET EAST OF A TELEPHONE POLE, 34.0 FEET NORTHWEST
 TF0399'OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD LEADING
 TF0399'NORTH, 5.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TF0399'LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TF0399'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0400 ***********************************************************************
 TF0400  DESIGNATION -  B 3 Z RM 1
 TF0400  PID         -  TF0400
 TF0400  STATE/COUNTY-  ND/MCHENRY
 TF0400  USGS QUAD   -  BERGEN (1957)
 TF0400
 TF0400                         *CURRENT SURVEY CONTROL
 TF0400  ___________________________________________________________________
 TF0400* NAD 83(1986)-  48 03 56.     (N)    100 44 05.     (W)     SCALED    
 TF0400* NAVD 88     -       493.212  (meters)    1618.15   (feet)  ADJUSTED  
 TF0400  ___________________________________________________________________
 TF0400  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0400  DYNAMIC HT  -         493.284 (meters)    1618.38  (feet)  COMP
 TF0400  MODELED GRAV-     980,743.0   (mgal)                       NAVD 88
 TF0400
 TF0400  VERT ORDER  -  SECOND    CLASS 0
 TF0400
 TF0400.The horizontal coordinates were scaled from a topographic map and have
 TF0400.an estimated accuracy of +/- 6 seconds.
 TF0400
 TF0400.The orthometric height was determined by differential leveling
 TF0400.and adjusted by the National Geodetic Survey in June 1991..
 TF0400
 TF0400.The geoid height was determined by GEOID03.
 TF0400
 TF0400.The dynamic height is computed by dividing the NAVD 88
 TF0400.geopotential number by the normal gravity value computed on the
 TF0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0400.degrees latitude (g = 980.6199 gals.).
 TF0400
 TF0400.The modeled gravity was interpolated from observed gravity values.
 TF0400
 TF0400;                    North         East    Units  Estimated Accuracy
 TF0400;SPC ND N     -   118,500.      582,510.      MT  (+/- 180 meters Scaled)
 TF0400
 TF0400                          SUPERSEDED SURVEY CONTROL
 TF0400
 TF0400  NGVD 29 (??/??/92)  492.83   (m)         1616.9    (f) COMPUTED    2 0
 TF0400
 TF0400.Superseded values are not recommended for survey control.
 TF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0400.See file dsdata.txt to determine how the superseded data were derived.
 TF0400
 TF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU707250(NAD 83)
 TF0400_MARKER: DR = REFERENCE MARK DISK
 TF0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0400_STAMPING: B 3 Z NO 1 1962
 TF0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0400+STABILITY: SURFACE MOTION
 TF0400
 TF0400  HISTORY     - Date     Condition        Report By
 TF0400  HISTORY     - 1962     MONUMENTED       CGS
 TF0400
 TF0400                          STATION DESCRIPTION
 TF0400
 TF0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0400'3.9 MI S FROM VERENDRYE.
 TF0400'ABOUT 3.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0400'RAILROAD STATION, 36.5 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 TF0400'INTERSECTION, 28.5 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TF0400'WEST, 32.0 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 48.9
 TF0400'FEET SOUTHEAST OF THE STATION MARK, 29.0 FEET SOUTH OF THE WEST END OF
 TF0400'A 24-INCH PIPE CULVERT UNDER THE ROAD LEADING NORTH, ABOUT 3 FEET
 TF0400'BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 TF0400'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0398 ***********************************************************************
 TF0398  DESIGNATION -  B 3 Z RM 2
 TF0398  PID         -  TF0398
 TF0398  STATE/COUNTY-  ND/MCHENRY
 TF0398  USGS QUAD   -  BERGEN (1957)
 TF0398
 TF0398                         *CURRENT SURVEY CONTROL
 TF0398  ___________________________________________________________________
 TF0398* NAD 83(1986)-  48 03 56.     (N)    100 44 05.     (W)     SCALED    
 TF0398* NAVD 88     -       492.899  (meters)    1617.12   (feet)  ADJUSTED  
 TF0398  ___________________________________________________________________
 TF0398  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0398  DYNAMIC HT  -         492.972 (meters)    1617.36  (feet)  COMP
 TF0398  MODELED GRAV-     980,743.0   (mgal)                       NAVD 88
 TF0398
 TF0398  VERT ORDER  -  SECOND    CLASS 0
 TF0398
 TF0398.The horizontal coordinates were scaled from a topographic map and have
 TF0398.an estimated accuracy of +/- 6 seconds.
 TF0398
 TF0398.The orthometric height was determined by differential leveling
 TF0398.and adjusted by the National Geodetic Survey in June 1991..
 TF0398
 TF0398.The geoid height was determined by GEOID03.
 TF0398
 TF0398.The dynamic height is computed by dividing the NAVD 88
 TF0398.geopotential number by the normal gravity value computed on the
 TF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0398.degrees latitude (g = 980.6199 gals.).
 TF0398
 TF0398.The modeled gravity was interpolated from observed gravity values.
 TF0398
 TF0398;                    North         East    Units  Estimated Accuracy
 TF0398;SPC ND N     -   118,500.      582,510.      MT  (+/- 180 meters Scaled)
 TF0398
 TF0398                          SUPERSEDED SURVEY CONTROL
 TF0398
 TF0398  NGVD 29 (??/??/92)  492.52   (m)         1615.9    (f) COMPUTED    2 0
 TF0398
 TF0398.Superseded values are not recommended for survey control.
 TF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0398.See file dsdata.txt to determine how the superseded data were derived.
 TF0398
 TF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU707250(NAD 83)
 TF0398_MARKER: DR = REFERENCE MARK DISK
 TF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0398_STAMPING: B 3 Z NO 2 1962
 TF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0398+STABILITY: SURFACE MOTION
 TF0398
 TF0398  HISTORY     - Date     Condition        Report By
 TF0398  HISTORY     - 1962     MONUMENTED       CGS
 TF0398
 TF0398                          STATION DESCRIPTION
 TF0398
 TF0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0398'3.9 MI S FROM VERENDRYE.
 TF0398'ABOUT 3.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0398'RAILROAD STATION AT VERENDRYE, 98 FEET WEST OF THE CENTER OF A
 TF0398'GRAVELED ROAD INTERSECTION, 29 FEET NORTH OF THE CENTERLINE OF THE
 TF0398'ROAD LEADING WEST, 57.7 FEET SOUTHWEST OF THE STATION MARK, 44.5 FEET
 TF0398'SOUTH OF A TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 TF0398'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1028 ***********************************************************************
 SL1028  DESIGNATION -  B 300
 SL1028  PID         -  SL1028
 SL1028  STATE/COUNTY-  ND/NELSON
 SL1028  USGS QUAD   -  ANETA (1967)
 SL1028
 SL1028                         *CURRENT SURVEY CONTROL
 SL1028  ___________________________________________________________________
 SL1028* NAD 83(1986)-  47 43 50.     (N)    097 54 51.     (W)     SCALED    
 SL1028* NAVD 88     -       457.261  (meters)    1500.20   (feet)  ADJUSTED  
 SL1028  ___________________________________________________________________
 SL1028  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 SL1028  DYNAMIC HT  -         457.324 (meters)    1500.40  (feet)  COMP
 SL1028  MODELED GRAV-     980,736.4   (mgal)                       NAVD 88
 SL1028
 SL1028  VERT ORDER  -  SECOND    CLASS 0
 SL1028
 SL1028.The horizontal coordinates were scaled from a topographic map and have
 SL1028.an estimated accuracy of +/- 6 seconds.
 SL1028
 SL1028.The orthometric height was determined by differential leveling
 SL1028.and adjusted by the National Geodetic Survey in June 1991..
 SL1028
 SL1028.The geoid height was determined by GEOID03.
 SL1028
 SL1028.The dynamic height is computed by dividing the NAVD 88
 SL1028.geopotential number by the normal gravity value computed on the
 SL1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1028.degrees latitude (g = 980.6199 gals.).
 SL1028
 SL1028.The modeled gravity was interpolated from observed gravity values.
 SL1028
 SL1028;                    North         East    Units  Estimated Accuracy
 SL1028;SPC ND N     -    84,480.      793,930.      MT  (+/- 180 meters Scaled)
 SL1028
 SL1028                          SUPERSEDED SURVEY CONTROL
 SL1028
 SL1028  NGVD 29 (??/??/92)  456.890  (m)         1498.98   (f) ADJ UNCH    2 0
 SL1028
 SL1028.Superseded values are not recommended for survey control.
 SL1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1028.See file dsdata.txt to determine how the superseded data were derived.
 SL1028
 SL1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT814869(NAD 83)
 SL1028_MARKER: DB = BENCH MARK DISK
 SL1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1028_STAMPING: B 300 1963
 SL1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1028+STABILITY: SURFACE MOTION
 SL1028
 SL1028  HISTORY     - Date     Condition        Report By
 SL1028  HISTORY     - 1963     MONUMENTED       CGS
 SL1028
 SL1028                          STATION DESCRIPTION
 SL1028
 SL1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1028'7.15 MI NE FROM ANETA.
 SL1028'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SL1028'THENCE 3.65 MILES NORTH ALONG STATE HIGHWAY 32, THENCE 3.45 MILES EAST
 SL1028'ALONG A GRAVELED ROAD, IN SECTION 14, T 149 N, R 57 W, 67 FEET NORTH
 SL1028'OF THE CENTER LINE OF THE ROAD, 0.3 MILE EAST OF A GROVE OF TREES AND
 SL1028'SMALL FARMHOUSE, 13 FEET NORTH OF A CORNER FENCE POST, 1 1/2 FEET EAST
 SL1028'OF A FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SL1028'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SL1028'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0996 ***********************************************************************
 SL0996  DESIGNATION -  B 301
 SL0996  PID         -  SL0996
 SL0996  STATE/COUNTY-  ND/GRAND FORKS
 SL0996  USGS QUAD   -  NORTHWOOD NW (1970)
 SL0996
 SL0996                         *CURRENT SURVEY CONTROL
 SL0996  ___________________________________________________________________
 SL0996* NAD 83(1986)-  47 42 03.     (N)    097 40 00.     (W)     SCALED    
 SL0996* NAVD 88     -       353.225  (meters)    1158.87   (feet)  ADJUSTED  
 SL0996  ___________________________________________________________________
 SL0996  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 SL0996  DYNAMIC HT  -         353.276 (meters)    1159.04  (feet)  COMP
 SL0996  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 SL0996
 SL0996  VERT ORDER  -  SECOND    CLASS 0
 SL0996
 SL0996.The horizontal coordinates were scaled from a topographic map and have
 SL0996.an estimated accuracy of +/- 6 seconds.
 SL0996
 SL0996.The orthometric height was determined by differential leveling
 SL0996.and adjusted by the National Geodetic Survey in June 1991..
 SL0996
 SL0996.The geoid height was determined by GEOID03.
 SL0996
 SL0996.The dynamic height is computed by dividing the NAVD 88
 SL0996.geopotential number by the normal gravity value computed on the
 SL0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0996.degrees latitude (g = 980.6199 gals.).
 SL0996
 SL0996.The modeled gravity was interpolated from observed gravity values.
 SL0996
 SL0996;                    North         East    Units  Estimated Accuracy
 SL0996;SPC ND N     -    81,830.      812,600.      MT  (+/- 180 meters Scaled)
 SL0996
 SL0996                          SUPERSEDED SURVEY CONTROL
 SL0996
 SL0996  NGVD 29 (??/??/92)  352.864  (m)         1157.69   (f) ADJ UNCH    2 0
 SL0996
 SL0996.Superseded values are not recommended for survey control.
 SL0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0996.See file dsdata.txt to determine how the superseded data were derived.
 SL0996
 SL0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT000839(NAD 83)
 SL0996_MARKER: DB = BENCH MARK DISK
 SL0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0996_STAMPING: B 301 1963
 SL0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0996+STABILITY: SURFACE MOTION
 SL0996
 SL0996  HISTORY     - Date     Condition        Report By
 SL0996  HISTORY     - 1963     MONUMENTED       CGS
 SL0996
 SL0996                          STATION DESCRIPTION
 SL0996
 SL0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0996'7.2 MI SW FROM NORTHWOOD.
 SL0996'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0996'STATION AT NORTHWOOD, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, THENCE
 SL0996'4.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 SL0996'GRAVELED ROAD, IN SECTION 26, T 149 N, R 55 W, AT THE WEST END OF A
 SL0996'GROVE OF TREES, 142 FEET SOUTHEAST OF THE CENTER OF A ROAD
 SL0996'INTERSECTION, 87 FEET EAST OF THE CENTER LINE OF THE ROAD, 112 FEET
 SL0996'SOUTH OF THE CENTER LINE OF AN EAST WEST ROAD, 89 FEET SOUTHEAST OF A
 SL0996'TELEPHONE POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SL0996'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL0996'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0892 ***********************************************************************
 SL0892  DESIGNATION -  B 302
 SL0892  PID         -  SL0892
 SL0892  STATE/COUNTY-  ND/STEELE
 SL0892  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0892
 SL0892                         *CURRENT SURVEY CONTROL
 SL0892  ___________________________________________________________________
 SL0892* NAD 83(1986)-  47 31 14.     (N)    097 42 29.     (W)     SCALED    
 SL0892* NAVD 88     -       378.724  (meters)    1242.53   (feet)  ADJUSTED  
 SL0892  ___________________________________________________________________
 SL0892  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SL0892  DYNAMIC HT  -         378.770 (meters)    1242.68  (feet)  COMP
 SL0892  MODELED GRAV-     980,723.8   (mgal)                       NAVD 88
 SL0892
 SL0892  VERT ORDER  -  SECOND    CLASS 0
 SL0892
 SL0892.The horizontal coordinates were scaled from a topographic map and have
 SL0892.an estimated accuracy of +/- 6 seconds.
 SL0892
 SL0892.The orthometric height was determined by differential leveling
 SL0892.and adjusted by the National Geodetic Survey in June 1991..
 SL0892
 SL0892.The geoid height was determined by GEOID03.
 SL0892
 SL0892.The dynamic height is computed by dividing the NAVD 88
 SL0892.geopotential number by the normal gravity value computed on the
 SL0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0892.degrees latitude (g = 980.6199 gals.).
 SL0892
 SL0892.The modeled gravity was interpolated from observed gravity values.
 SL0892
 SL0892;                    North         East    Units  Estimated Accuracy
 SL0892;SPC ND N     -    61,690.      810,220.      MT  (+/- 180 meters Scaled)
 SL0892
 SL0892                          SUPERSEDED SURVEY CONTROL
 SL0892
 SL0892  NGVD 29 (??/??/92)  378.365  (m)         1241.35   (f) ADJ UNCH    2 0
 SL0892
 SL0892.Superseded values are not recommended for survey control.
 SL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0892.See file dsdata.txt to determine how the superseded data were derived.
 SL0892
 SL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT972638(NAD 83)
 SL0892_MARKER: DB = BENCH MARK DISK
 SL0892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0892_SP_SET: 18 FT
 SL0892_STAMPING: B 302 1963
 SL0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0892
 SL0892  HISTORY     - Date     Condition        Report By
 SL0892  HISTORY     - 1963     MONUMENTED       CGS
 SL0892
 SL0892                          STATION DESCRIPTION
 SL0892
 SL0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0892'6.2 MI E FROM FINLEY.
 SL0892'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0892'FINLEY, IN SECTION 30, T 147 N, R 55 W, 105 FEET SOUTHWEST OF THE
 SL0892'CENTER OF A ROAD INTERSECTION, 82 FEET SOUTH OF THE CENTER LINE OF THE
 SL0892'HIGHWAY, 63 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 55
 SL0892'FEET SOUTH-WEST OF THE WEST END OF AN 18-INCH STEEL CULVERT, 1.3 FEET
 SL0892'WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SL0892'HIGHWAY AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 SL0892'TO A DEPTH OF 18 FEET AND ENCASED IN A 6-INCH TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1068 ***********************************************************************
 SL1068  DESIGNATION -  B 303
 SL1068  PID         -  SL1068
 SL1068  STATE/COUNTY-  ND/STEELE
 SL1068  USGS QUAD   -  FINLEY (1967)
 SL1068
 SL1068                         *CURRENT SURVEY CONTROL
 SL1068  ___________________________________________________________________
 SL1068* NAD 83(1986)-  47 32 35.     (N)    097 50 10.     (W)     SCALED    
 SL1068* NAVD 88     -       437.887  (meters)    1436.63   (feet)  ADJUSTED  
 SL1068  ___________________________________________________________________
 SL1068  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1068  DYNAMIC HT  -         437.937 (meters)    1436.80  (feet)  COMP
 SL1068  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 SL1068
 SL1068  VERT ORDER  -  SECOND    CLASS 0
 SL1068
 SL1068.The horizontal coordinates were scaled from a topographic map and have
 SL1068.an estimated accuracy of +/- 6 seconds.
 SL1068
 SL1068.The orthometric height was determined by differential leveling
 SL1068.and adjusted by the National Geodetic Survey in June 1991..
 SL1068
 SL1068.The geoid height was determined by GEOID03.
 SL1068
 SL1068.The dynamic height is computed by dividing the NAVD 88
 SL1068.geopotential number by the normal gravity value computed on the
 SL1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1068.degrees latitude (g = 980.6199 gals.).
 SL1068
 SL1068.The modeled gravity was interpolated from observed gravity values.
 SL1068
 SL1068;                    North         East    Units  Estimated Accuracy
 SL1068;SPC ND N     -    63,850.      800,500.      MT  (+/- 180 meters Scaled)
 SL1068
 SL1068                          SUPERSEDED SURVEY CONTROL
 SL1068
 SL1068  NGVD 29 (??/??/92)  437.520  (m)         1435.43   (f) ADJ UNCH    2 0
 SL1068
 SL1068.Superseded values are not recommended for survey control.
 SL1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1068.See file dsdata.txt to determine how the superseded data were derived.
 SL1068
 SL1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT875661(NAD 83)
 SL1068_MARKER: DB = BENCH MARK DISK
 SL1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1068_STAMPING: B 303 1963
 SL1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1068+STABILITY: SURFACE MOTION
 SL1068
 SL1068  HISTORY     - Date     Condition        Report By
 SL1068  HISTORY     - 1963     MONUMENTED       CGS
 SL1068  HISTORY     - 1968     GOOD             DOD
 SL1068
 SL1068                          STATION DESCRIPTION
 SL1068
 SL1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1068'2.0 MI N FROM FINLEY.
 SL1068'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE PUBLIC SCHOOL
 SL1068'AT FINLEY, IN SECTION 18, T 147 N, R 56 W, 145 FEET NORTHWEST OF THE
 SL1068'CENTER OF THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD, 100 FEET
 SL1068'WEST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET NORTH OF THE CENTER
 SL1068'LINE OF THE EAST-WEST ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST,
 SL1068'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 SL1068'CONCRETE POST PROJECTING 6 INCHES.
 SL1068
 SL1068                          STATION RECOVERY (1968)
 SL1068
 SL1068'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0452 ***********************************************************************
 SM0452  DESIGNATION -  B 304
 SM0452  PID         -  SM0452
 SM0452  STATE/COUNTY-  ND/GRIGGS
 SM0452  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0452
 SM0452                         *CURRENT SURVEY CONTROL
 SM0452  ___________________________________________________________________
 SM0452* NAD 83(1986)-  47 25 31.     (N)    098 06 43.     (W)     SCALED    
 SM0452* NAVD 88     -       433.567  (meters)    1422.46   (feet)  ADJUSTED  
 SM0452  ___________________________________________________________________
 SM0452  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 SM0452  DYNAMIC HT  -         433.612 (meters)    1422.61  (feet)  COMP
 SM0452  MODELED GRAV-     980,703.5   (mgal)                       NAVD 88
 SM0452
 SM0452  VERT ORDER  -  SECOND    CLASS 0
 SM0452
 SM0452.The horizontal coordinates were scaled from a topographic map and have
 SM0452.an estimated accuracy of +/- 6 seconds.
 SM0452
 SM0452.The orthometric height was determined by differential leveling
 SM0452.and adjusted by the National Geodetic Survey in June 1991..
 SM0452
 SM0452.The geoid height was determined by GEOID03.
 SM0452
 SM0452.The dynamic height is computed by dividing the NAVD 88
 SM0452.geopotential number by the normal gravity value computed on the
 SM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0452.degrees latitude (g = 980.6199 gals.).
 SM0452
 SM0452.The modeled gravity was interpolated from observed gravity values.
 SM0452
 SM0452;                    North         East    Units  Estimated Accuracy
 SM0452;SPC ND N     -    50,080.      780,150.      MT  (+/- 180 meters Scaled)
 SM0452
 SM0452                          SUPERSEDED SURVEY CONTROL
 SM0452
 SM0452  NGVD 29 (??/??/92)  433.21   (m)         1421.3    (f) COMPUTED    2 0
 SM0452
 SM0452.Superseded values are not recommended for survey control.
 SM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0452.See file dsdata.txt to determine how the superseded data were derived.
 SM0452
 SM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT669528(NAD 83)
 SM0452_MARKER: DB = BENCH MARK DISK
 SM0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0452_SP_SET: TOWER LEG
 SM0452_STAMPING: B 304 1963
 SM0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0452
 SM0452  HISTORY     - Date     Condition        Report By
 SM0452  HISTORY     - 1963     MONUMENTED       CGS
 SM0452
 SM0452                          STATION DESCRIPTION
 SM0452
 SM0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0452'2.1 MI SE FROM COOPERSTOWN.
 SM0452'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0452'STATION AT COOPERSTOWN, THENCE 0.7 MILE EAST ALONG ROLLIN AVENUE,
 SM0452'THENCE 1.2 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 31, T 146 N,
 SM0452'R 58 W, AT THE COOPERSTOWN AIRPORT, 17.7 FEET EAST OF THE NORTHEAST
 SM0452'CORNER OF A DWELLING, SET IN THE TOP OF THE CONCRETE BASE FOR A RADIO
 SM0452'TOWER, 0.9 FOOT EAST OF THE NORTH LEG OF THE TOWER, AND FLUSH WITH THE
 SM0452'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0624 ***********************************************************************
 SL0624  DESIGNATION -  B 305
 SL0624  PID         -  SL0624
 SL0624  STATE/COUNTY-  ND/STEELE
 SL0624  USGS QUAD   -  BLABON (1967)
 SL0624
 SL0624                         *CURRENT SURVEY CONTROL
 SL0624  ___________________________________________________________________
 SL0624* NAD 83(1986)-  47 26 29.     (N)    097 46 20.     (W)     SCALED    
 SL0624* NAVD 88     -       404.129  (meters)    1325.88   (feet)  ADJUSTED  
 SL0624  ___________________________________________________________________
 SL0624  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 SL0624  DYNAMIC HT  -         404.175 (meters)    1326.03  (feet)  COMP
 SL0624  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 SL0624
 SL0624  VERT ORDER  -  SECOND    CLASS 0
 SL0624
 SL0624.The horizontal coordinates were scaled from a topographic map and have
 SL0624.an estimated accuracy of +/- 6 seconds.
 SL0624
 SL0624.The orthometric height was determined by differential leveling
 SL0624.and adjusted by the National Geodetic Survey in June 1991..
 SL0624
 SL0624.The geoid height was determined by GEOID03.
 SL0624
 SL0624.The dynamic height is computed by dividing the NAVD 88
 SL0624.geopotential number by the normal gravity value computed on the
 SL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0624.degrees latitude (g = 980.6199 gals.).
 SL0624
 SL0624.The modeled gravity was interpolated from observed gravity values.
 SL0624
 SL0624;                    North         East    Units  Estimated Accuracy
 SL0624;SPC ND N     -    52,720.      805,710.      MT  (+/- 180 meters Scaled)
 SL0624
 SL0624                          SUPERSEDED SURVEY CONTROL
 SL0624
 SL0624  NGVD 29 (??/??/92)  403.769  (m)         1324.70   (f) ADJ UNCH    2 0
 SL0624
 SL0624.Superseded values are not recommended for survey control.
 SL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0624.See file dsdata.txt to determine how the superseded data were derived.
 SL0624
 SL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT925549(NAD 83)
 SL0624_MARKER: DB = BENCH MARK DISK
 SL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0624_STAMPING: B 305 1963
 SL0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0624+STABILITY: SURFACE MOTION
 SL0624
 SL0624  HISTORY     - Date     Condition        Report By
 SL0624  HISTORY     - 1963     MONUMENTED       CGS
 SL0624
 SL0624                          STATION DESCRIPTION
 SL0624
 SL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0624'1.8 MI E FROM PICKERT.
 SL0624'1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SL0624'PICKERT, IN SECTION 22, T 146 N, R 56 W, 116 FEET NORTHWEST OF THE
 SL0624'CENTER OF A ROAD INTERSECTION, 74 FEET NORTH OF THE CENTER LINE OF THE
 SL0624'ROAD, 91 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 15 FEET
 SL0624'WEST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1 1/2 FEET SOUTH
 SL0624'OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 SL0624'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0624'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0263 ***********************************************************************
 SM0263  DESIGNATION -  B 306
 SM0263  PID         -  SM0263
 SM0263  STATE/COUNTY-  ND/NELSON
 SM0263  USGS QUAD   -  MC VILLE (1961)
 SM0263
 SM0263                         *CURRENT SURVEY CONTROL
 SM0263  ___________________________________________________________________
 SM0263* NAD 83(1986)-  47 45 34.     (N)    098 07 31.     (W)     SCALED    
 SM0263* NAVD 88     -       463.055  (meters)    1519.21   (feet)  ADJUSTED  
 SM0263  ___________________________________________________________________
 SM0263  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0263  DYNAMIC HT  -         463.130 (meters)    1519.45  (feet)  COMP
 SM0263  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 SM0263
 SM0263  VERT ORDER  -  SECOND    CLASS 0
 SM0263
 SM0263.The horizontal coordinates were scaled from a topographic map and have
 SM0263.an estimated accuracy of +/- 6 seconds.
 SM0263
 SM0263.The orthometric height was determined by differential leveling
 SM0263.and adjusted by the National Geodetic Survey in June 1991..
 SM0263
 SM0263.The geoid height was determined by GEOID03.
 SM0263
 SM0263.The dynamic height is computed by dividing the NAVD 88
 SM0263.geopotential number by the normal gravity value computed on the
 SM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0263.degrees latitude (g = 980.6199 gals.).
 SM0263
 SM0263.The modeled gravity was interpolated from observed gravity values.
 SM0263
 SM0263;                    North         East    Units  Estimated Accuracy
 SM0263;SPC ND N     -    87,180.      778,000.      MT  (+/- 180 meters Scaled)
 SM0263
 SM0263                          SUPERSEDED SURVEY CONTROL
 SM0263
 SM0263  NGVD 29 (??/??/92)  462.693  (m)         1518.02   (f) ADJ UNCH    2 0
 SM0263
 SM0263.Superseded values are not recommended for survey control.
 SM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0263.See file dsdata.txt to determine how the superseded data were derived.
 SM0263
 SM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT655899(NAD 83)
 SM0263_MARKER: DB = BENCH MARK DISK
 SM0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0263_STAMPING: B 306 1963
 SM0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0263+STABILITY: SURFACE MOTION
 SM0263
 SM0263  HISTORY     - Date     Condition        Report By
 SM0263  HISTORY     - 1963     MONUMENTED       CGS
 SM0263
 SM0263                          STATION DESCRIPTION
 SM0263
 SM0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0263'2.8 MI E FROM MCVILLE.
 SM0263'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0263'STATION AT MCVILLE, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 SM0263'THENCE 1.7 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 31, T 150 N, R
 SM0263'59 W, 73 FEET NORTH OF THE CENTER LINE OF THE ROAD, 62 FEET WEST OF A
 SM0263'POWER POLE, 17 FEET WEST OF THE CENTER LINE OF A FIELD ENTRANCE, 1.8
 SM0263'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 SM0263'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1035 ***********************************************************************
 SL1035  DESIGNATION -  B 307
 SL1035  PID         -  SL1035
 SL1035  STATE/COUNTY-  ND/STEELE
 SL1035  USGS QUAD   -  ANETA (1967)
 SL1035
 SL1035                         *CURRENT SURVEY CONTROL
 SL1035  ___________________________________________________________________
 SL1035* NAD 83(1986)-  47 39 31.     (N)    097 55 13.     (W)     SCALED    
 SL1035* NAVD 88     -       462.298  (meters)    1516.72   (feet)  ADJUSTED  
 SL1035  ___________________________________________________________________
 SL1035  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 SL1035  DYNAMIC HT  -         462.355 (meters)    1516.91  (feet)  COMP
 SL1035  MODELED GRAV-     980,723.3   (mgal)                       NAVD 88
 SL1035
 SL1035  VERT ORDER  -  SECOND    CLASS 0
 SL1035
 SL1035.The horizontal coordinates were scaled from a topographic map and have
 SL1035.an estimated accuracy of +/- 6 seconds.
 SL1035
 SL1035.The orthometric height was determined by differential leveling
 SL1035.and adjusted by the National Geodetic Survey in June 1991..
 SL1035
 SL1035.The geoid height was determined by GEOID03.
 SL1035
 SL1035.The dynamic height is computed by dividing the NAVD 88
 SL1035.geopotential number by the normal gravity value computed on the
 SL1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1035.degrees latitude (g = 980.6199 gals.).
 SL1035
 SL1035.The modeled gravity was interpolated from observed gravity values.
 SL1035
 SL1035;                    North         East    Units  Estimated Accuracy
 SL1035;SPC ND N     -    76,470.      793,740.      MT  (+/- 180 meters Scaled)
 SL1035
 SL1035                          SUPERSEDED SURVEY CONTROL
 SL1035
 SL1035  NGVD 29 (??/??/92)  461.926  (m)         1515.50   (f) ADJ UNCH    2 0
 SL1035
 SL1035.Superseded values are not recommended for survey control.
 SL1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1035.See file dsdata.txt to determine how the superseded data were derived.
 SL1035
 SL1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT810789(NAD 83)
 SL1035_MARKER: DB = BENCH MARK DISK
 SL1035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL1035_SP_SET: 16 FT
 SL1035_STAMPING: B 307 1963
 SL1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1035
 SL1035  HISTORY     - Date     Condition        Report By
 SL1035  HISTORY     - 1963     MONUMENTED       CGS
 SL1035
 SL1035                          STATION DESCRIPTION
 SL1035
 SL1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1035'4.85 MI SE FROM ANETA.
 SL1035'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SL1035'STATION AT ANETA, THENCE 1.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SL1035'THENCE 1.3 MILES EAST ALONG A GRAVED DIRT ROAD, THENCE 1.8 MILES EAST
 SL1035'ALONG A GRAVELED ROAD, IN SECTION 10, T 148 N, R 57 W, 75 FEET
 SL1035'SOUTHEAST OF THE CENTER OF A INTERSECTION WITH A TRAIL ROAD, 67 FEET
 SL1035'SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET EAST OF THE CENTER LINE
 SL1035'OF THE TRAIL ROAD, 179 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A
 SL1035'POWER POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SL1035'THE TRAIL ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 SL1035'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 SL1035'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0353 ***********************************************************************
 SM0353  DESIGNATION -  B 308
 SM0353  PID         -  SM0353
 SM0353  STATE/COUNTY-  ND/GRIGGS
 SM0353  USGS QUAD   -  REVERE (1961)
 SM0353
 SM0353                         *CURRENT SURVEY CONTROL
 SM0353  ___________________________________________________________________
 SM0353* NAD 83(1986)-  47 21 48.     (N)    098 20 55.     (W)     SCALED    
 SM0353* NAVD 88     -       443.814  (meters)    1456.08   (feet)  ADJUSTED  
 SM0353  ___________________________________________________________________
 SM0353  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0353  DYNAMIC HT  -         443.857 (meters)    1456.22  (feet)  COMP
 SM0353  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 SM0353
 SM0353  VERT ORDER  -  SECOND    CLASS 0
 SM0353
 SM0353.The horizontal coordinates were scaled from a topographic map and have
 SM0353.an estimated accuracy of +/- 6 seconds.
 SM0353
 SM0353.The orthometric height was determined by differential leveling
 SM0353.and adjusted by the National Geodetic Survey in June 1991..
 SM0353
 SM0353.The geoid height was determined by GEOID03.
 SM0353
 SM0353.The dynamic height is computed by dividing the NAVD 88
 SM0353.geopotential number by the normal gravity value computed on the
 SM0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0353.degrees latitude (g = 980.6199 gals.).
 SM0353
 SM0353.The modeled gravity was interpolated from observed gravity values.
 SM0353
 SM0353;                    North         East    Units  Estimated Accuracy
 SM0353;SPC ND N     -    42,670.      762,500.      MT  (+/- 180 meters Scaled)
 SM0353
 SM0353                          SUPERSEDED SURVEY CONTROL
 SM0353
 SM0353  NGVD 29 (??/??/92)  443.456  (m)         1454.91   (f) ADJ UNCH    2 0
 SM0353
 SM0353.Superseded values are not recommended for survey control.
 SM0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0353.See file dsdata.txt to determine how the superseded data were derived.
 SM0353
 SM0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT491457(NAD 83)
 SM0353_MARKER: DB = BENCH MARK DISK
 SM0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0353_STAMPING: B 308 1963
 SM0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0353+STABILITY: SURFACE MOTION
 SM0353
 SM0353  HISTORY     - Date     Condition        Report By
 SM0353  HISTORY     - 1963     MONUMENTED       CGS
 SM0353
 SM0353                          STATION DESCRIPTION
 SM0353
 SM0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0353'0.95 MI NW FROM REVERE.
 SM0353'ABOUT 0.95 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0353'STATION AND TELEPHONE BOOTH AT REVERE, IN SECTION 20, T 145 N, R 60 W,
 SM0353'12 POLES NORTHWEST OF MILEPOST 81, 46 FEET NORTHEAST OF THE NORTHEAST
 SM0353'RAIL, 3 POLES SOUTHEAST OF A CROSSING OF THE RAILROAD AND A ROAD, 4
 SM0353'FEET SOUTHEAST OF A TELEPHONE POLE, 1.9 FEET NORTHWEST OF A METAL
 SM0353'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SM0353'THE TOP OF A POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 SM0353'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0326 ***********************************************************************
 SM0326  DESIGNATION -  B 309
 SM0326  PID         -  SM0326
 SM0326  STATE/COUNTY-  ND/GRIGGS
 SM0326  USGS QUAD   -  JESSIE (1961)
 SM0326
 SM0326                         *CURRENT SURVEY CONTROL
 SM0326  ___________________________________________________________________
 SM0326* NAD 83(1986)-  47 36 44.     (N)    098 09 28.     (W)     SCALED    
 SM0326* NAVD 88     -       441.852  (meters)    1449.64   (feet)  ADJUSTED  
 SM0326  ___________________________________________________________________
 SM0326  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SM0326  DYNAMIC HT  -         441.913 (meters)    1449.84  (feet)  COMP
 SM0326  MODELED GRAV-     980,736.4   (mgal)                       NAVD 88
 SM0326
 SM0326  VERT ORDER  -  SECOND    CLASS 0
 SM0326
 SM0326.The horizontal coordinates were scaled from a topographic map and have
 SM0326.an estimated accuracy of +/- 6 seconds.
 SM0326
 SM0326.The orthometric height was determined by differential leveling
 SM0326.and adjusted by the National Geodetic Survey in June 1991..
 SM0326
 SM0326.The geoid height was determined by GEOID03.
 SM0326
 SM0326.The dynamic height is computed by dividing the NAVD 88
 SM0326.geopotential number by the normal gravity value computed on the
 SM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0326.degrees latitude (g = 980.6199 gals.).
 SM0326
 SM0326.The modeled gravity was interpolated from observed gravity values.
 SM0326
 SM0326;                    North         East    Units  Estimated Accuracy
 SM0326;SPC ND N     -    70,750.      776,060.      MT  (+/- 180 meters Scaled)
 SM0326
 SM0326                          SUPERSEDED SURVEY CONTROL
 SM0326
 SM0326  NGVD 29 (??/??/92)  441.492  (m)         1448.46   (f) ADJ UNCH    2 0
 SM0326
 SM0326.Superseded values are not recommended for survey control.
 SM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0326.See file dsdata.txt to determine how the superseded data were derived.
 SM0326
 SM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT632735(NAD 83)
 SM0326_MARKER: DB = BENCH MARK DISK
 SM0326_SETTING: 80 = SET IN A BOULDER
 SM0326_SP_SET: BOULDER
 SM0326_STAMPING: B 309 1963
 SM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0326+STABILITY: SURFACE MOTION
 SM0326
 SM0326  HISTORY     - Date     Condition        Report By
 SM0326  HISTORY     - 1963     MONUMENTED       CGS
 SM0326
 SM0326                          STATION DESCRIPTION
 SM0326
 SM0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0326'13.4 MI NE FROM BINFORD.
 SM0326'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0326'RAILWAY STATION AT BINFORD, THENCE 3.35 MILES EAST ALONG A TRAIL ROAD,
 SM0326'THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILES EAST
 SM0326'ALONG A GRAVELED, IN SECTION 27, T 148 N, R 59 W, 0.15 MILE WEST OF A
 SM0326'JUNCTION WITH A GRAVELED ROAD LEADING NORTH, ON THE CREST OF A HILL,
 SM0326'79 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF A
 SM0326'FENCE, 14.0 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 SM0326'LARGE IMBEDDED GRANITE BOULDER PROJECTING 18 INCHES AND ABOUT 5 FEET
 SM0326'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0532 ***********************************************************************
 RP0532  DESIGNATION -  B 31
 RP0532  PID         -  RP0532
 RP0532  STATE/COUNTY-  ND/RANSOM
 RP0532  USGS QUAD   -  ENGLEVALE (1962)
 RP0532
 RP0532                         *CURRENT SURVEY CONTROL
 RP0532  ___________________________________________________________________
 RP0532* NAD 83(1986)-  46 23 28.     (N)    097 54 47.     (W)     SCALED    
 RP0532* NAVD 88     -       409.883  (meters)    1344.76   (feet)  ADJUSTED  
 RP0532  ___________________________________________________________________
 RP0532  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 RP0532  DYNAMIC HT  -         409.894 (meters)    1344.79  (feet)  COMP
 RP0532  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 RP0532
 RP0532  VERT ORDER  -  SECOND    CLASS 0
 RP0532
 RP0532.The horizontal coordinates were scaled from a topographic map and have
 RP0532.an estimated accuracy of +/- 6 seconds.
 RP0532
 RP0532.The orthometric height was determined by differential leveling
 RP0532.and adjusted by the National Geodetic Survey in June 1991..
 RP0532
 RP0532.The geoid height was determined by GEOID03.
 RP0532
 RP0532.The dynamic height is computed by dividing the NAVD 88
 RP0532.geopotential number by the normal gravity value computed on the
 RP0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0532.degrees latitude (g = 980.6199 gals.).
 RP0532
 RP0532.The modeled gravity was interpolated from observed gravity values.
 RP0532
 RP0532;                    North         East    Units  Estimated Accuracy
 RP0532;SPC ND S     -    83,800.      798,930.      MT  (+/- 180 meters Scaled)
 RP0532
 RP0532                          SUPERSEDED SURVEY CONTROL
 RP0532
 RP0532  NGVD 29 (??/??/92)  409.551  (m)         1343.67   (f) ADJ UNCH    2 0
 RP0532
 RP0532.Superseded values are not recommended for survey control.
 RP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0532.See file dsdata.txt to determine how the superseded data were derived.
 RP0532
 RP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS835380(NAD 83)
 RP0532_MARKER: DB = BENCH MARK DISK
 RP0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0532_SP_SET: STEP
 RP0532_STAMPING: B 31 1934
 RP0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0532
 RP0532  HISTORY     - Date     Condition        Report By
 RP0532  HISTORY     - 1934     MONUMENTED       CGS
 RP0532
 RP0532                          STATION DESCRIPTION
 RP0532
 RP0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0532'IN ENGLEVALE.
 RP0532'AT ENGLEVALE, RANSOM COUNTY, ACROSS THE STREET TO THE NORTH FROM THE
 RP0532'NORTHERN PACIFIC RAILWAY STATION, AT J.T. PETERSONS STORE, IN THE TOP
 RP0532'OF THE LIMESTONE STEP AT THE EAST END OF THE FRONT (SOUTH) ENTRANCE. A
 RP0532'STANDARD DISK, STAMPED B 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0366 ***********************************************************************
 RP0366  DESIGNATION -  B 32
 RP0366  PID         -  RP0366
 RP0366  STATE/COUNTY-  ND/RICHLAND
 RP0366  USGS QUAD   -  CHRISTINE (1979)
 RP0366
 RP0366                         *CURRENT SURVEY CONTROL
 RP0366  ___________________________________________________________________
 RP0366* NAD 83(1986)-  46 35 28.     (N)    096 48 43.     (W)     SCALED    
 RP0366* NAVD 88     -       281.975  (meters)     925.11   (feet)  ADJUSTED  
 RP0366  ___________________________________________________________________
 RP0366  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0366  DYNAMIC HT  -         281.994 (meters)     925.18  (feet)  COMP
 RP0366  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 RP0366
 RP0366  VERT ORDER  -  SECOND    CLASS 0
 RP0366
 RP0366.The horizontal coordinates were scaled from a topographic map and have
 RP0366.an estimated accuracy of +/- 6 seconds.
 RP0366
 RP0366.The orthometric height was determined by differential leveling
 RP0366.and adjusted by the National Geodetic Survey in June 1991..
 RP0366
 RP0366.The geoid height was determined by GEOID03.
 RP0366
 RP0366.The dynamic height is computed by dividing the NAVD 88
 RP0366.geopotential number by the normal gravity value computed on the
 RP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0366.degrees latitude (g = 980.6199 gals.).
 RP0366
 RP0366.The modeled gravity was interpolated from observed gravity values.
 RP0366
 RP0366;                    North         East    Units  Estimated Accuracy
 RP0366;SPC ND S     -   109,390.      882,510.      MT  (+/- 180 meters Scaled)
 RP0366
 RP0366                          SUPERSEDED SURVEY CONTROL
 RP0366
 RP0366  NGVD 29 (??/??/92)  281.67   (m)          924.1    (f) COMPUTED    2 0
 RP0366
 RP0366.Superseded values are not recommended for survey control.
 RP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0366.See file dsdata.txt to determine how the superseded data were derived.
 RP0366
 RP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS676620(NAD 83)
 RP0366_MARKER: DB = BENCH MARK DISK
 RP0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0366_SP_SET: CULVERT
 RP0366_STAMPING: B-32 1934
 RP0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0366
 RP0366  HISTORY     - Date     Condition        Report By
 RP0366  HISTORY     - 1934     MONUMENTED       CGS
 RP0366  HISTORY     - 1940     GOOD             NGS
 RP0366
 RP0366                          STATION DESCRIPTION
 RP0366
 RP0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RP0366'1.3 MI N FROM CHRISTINE.
 RP0366'ABOUT 1.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RP0366'PACIFIC RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, ABOUT
 RP0366'5 1/2 POLES SOUTH OF MILE POST 96 ABOUT 2 POLES NORTH OF A STATION 1
 RP0366'MILE SIGN 115 FEET WEST OF THE CENTER LINE OF THE TRACK, AT A 14-INCH
 RP0366'CONCRETE CULVERT ON U. S. HIGHWAY 81, IN THE TOP OF THE SOUTH END OF
 RP0366'THE WEST CONCRETE HEAD WALL,2 FEET NORTH OF A WHITE WOODEN POST
 RP0366'STENCILED U.S.B.M. AND ABOUT 3 FEET LOWER THAN THE TRACK, A STANDRD
 RP0366'DISK, STAMPED B-32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0367 ***********************************************************************
 RP0367  DESIGNATION -  B 32 RESET
 RP0367  PID         -  RP0367
 RP0367  STATE/COUNTY-  ND/RICHLAND
 RP0367  USGS QUAD   -  CHRISTINE (1979)
 RP0367
 RP0367                         *CURRENT SURVEY CONTROL
 RP0367  ___________________________________________________________________
 RP0367* NAD 83(1986)-  46 35 28.     (N)    096 48 43.     (W)     SCALED    
 RP0367* NAVD 88     -       281.91   (+/-2cm)     924.9    (feet)  VERTCON   
 RP0367  ___________________________________________________________________
 RP0367  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0367
 RP0367  VERT ORDER  -  THIRD (See Below)
 RP0367
 RP0367.The horizontal coordinates were scaled from a topographic map and have
 RP0367.an estimated accuracy of +/- 6 seconds.
 RP0367
 RP0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0367.The vertical order pertains to the NGVD 29 superseded value.
 RP0367
 RP0367.The geoid height was determined by GEOID03.
 RP0367
 RP0367;                    North         East    Units  Estimated Accuracy
 RP0367;SPC ND S     -   109,390.      882,510.      MT  (+/- 180 meters Scaled)
 RP0367
 RP0367                          SUPERSEDED SURVEY CONTROL
 RP0367
 RP0367  NGVD 29 (??/??/??)  281.60   (m)          923.9    (f) RESET       3  
 RP0367
 RP0367.Superseded values are not recommended for survey control.
 RP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0367.See file dsdata.txt to determine how the superseded data were derived.
 RP0367
 RP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS676620(NAD 83)
 RP0367_MARKER: DB = BENCH MARK DISK
 RP0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0367_STAMPING: B 32 RESET 1953
 RP0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0367+STABILITY: SURFACE MOTION
 RP0367
 RP0367  HISTORY     - Date     Condition        Report By
 RP0367  HISTORY     - 1953     MONUMENTED       NDHD
 RP0367  HISTORY     - 1962     MARK NOT FOUND   NGS
 RP0367
 RP0367                          STATION DESCRIPTION
 RP0367
 RP0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0367'1.3 MI N FROM CHRISTINE.
 RP0367'1.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0367'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, 5 1/2 POLES
 RP0367'SOUTH OF MILEPOST 96, 2 POLES NORTH OF A STATION-1-MILE SIGN, 50 FEET
 RP0367'WEST OF THE CENTERLINE OF THE TRACK, 100 FEET EAST OF THE CENTERLINE
 RP0367'OF U. S. HIGHWAY 81, AND 2 1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 RP0367'DISK, STAMPED B 32 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0541 ***********************************************************************
 TG0541  DESIGNATION -  B 325
 TG0541  PID         -  TG0541
 TG0541  STATE/COUNTY-  ND/MOUNTRAIL
 TG0541  USGS QUAD   -  STANLEY (1981)
 TG0541
 TG0541                         *CURRENT SURVEY CONTROL
 TG0541  ___________________________________________________________________
 TG0541* NAD 83(1986)-  48 20 38.     (N)    102 23 47.     (W)     SCALED    
 TG0541* NAVD 88     -       704.132  (meters)    2310.14   (feet)  ADJUSTED  
 TG0541  ___________________________________________________________________
 TG0541  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0541  DYNAMIC HT  -         704.246 (meters)    2310.51  (feet)  COMP
 TG0541  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 TG0541
 TG0541  VERT ORDER  -  SECOND    CLASS 0
 TG0541
 TG0541.The horizontal coordinates were scaled from a topographic map and have
 TG0541.an estimated accuracy of +/- 6 seconds.
 TG0541
 TG0541.The orthometric height was determined by differential leveling
 TG0541.and adjusted by the National Geodetic Survey in June 1991..
 TG0541
 TG0541.The geoid height was determined by GEOID03.
 TG0541
 TG0541.The dynamic height is computed by dividing the NAVD 88
 TG0541.geopotential number by the normal gravity value computed on the
 TG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0541.degrees latitude (g = 980.6199 gals.).
 TG0541
 TG0541.The modeled gravity was interpolated from observed gravity values.
 TG0541
 TG0541;                    North         East    Units  Estimated Accuracy
 TG0541;SPC ND N     -   151,150.      459,450.      MT  (+/- 180 meters Scaled)
 TG0541
 TG0541                          SUPERSEDED SURVEY CONTROL
 TG0541
 TG0541  NGVD 29 (??/??/92)  703.68   (m)         2308.7    (f) COMPUTED    2 0
 TG0541
 TG0541.Superseded values are not recommended for survey control.
 TG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0541.See file dsdata.txt to determine how the superseded data were derived.
 TG0541
 TG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP929577(NAD 83)
 TG0541_MARKER: DB = BENCH MARK DISK
 TG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0541_STAMPING: B-325 1935
 TG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0541+STABILITY: SURFACE MOTION
 TG0541
 TG0541  HISTORY     - Date     Condition        Report By
 TG0541  HISTORY     - 1935     MONUMENTED       CGS
 TG0541
 TG0541                          STATION DESCRIPTION
 TG0541
 TG0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0541'1.7 MI N FROM STANLEY.
 TG0541'ALONG THE STANLEY-BOWBELLS ROAD (HWY NO. 8).  36 FT SOUTH OF
 TG0541'CENTERLINE OF CROSS ROAD, THENCE 35 FT EAST OF CENTERLINE OF HIWAY.
 TG0541'INSIDE OF RIGHT OF WAY FENCE.  3 FT SOUTHEAST OF FENCE CORNER POST AND
 TG0541'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0542 ***********************************************************************
 TG0542  DESIGNATION -  B 325 RESET
 TG0542  PID         -  TG0542
 TG0542  STATE/COUNTY-  ND/MOUNTRAIL
 TG0542  USGS QUAD   -  STANLEY (1981)
 TG0542
 TG0542                         *CURRENT SURVEY CONTROL
 TG0542  ___________________________________________________________________
 TG0542* NAD 83(1986)-  48 20 28.     (N)    102 23 47.     (W)     SCALED    
 TG0542* NAVD 88     -       704.092  (meters)    2310.01   (feet)  ADJUSTED  
 TG0542  ___________________________________________________________________
 TG0542  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0542  DYNAMIC HT  -         704.205 (meters)    2310.38  (feet)  COMP
 TG0542  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TG0542
 TG0542  VERT ORDER  -  SECOND    CLASS 0
 TG0542
 TG0542.The horizontal coordinates were scaled from a topographic map and have
 TG0542.an estimated accuracy of +/- 6 seconds.
 TG0542
 TG0542.The orthometric height was determined by differential leveling
 TG0542.and adjusted by the National Geodetic Survey in June 1991..
 TG0542
 TG0542.The geoid height was determined by GEOID03.
 TG0542
 TG0542.The dynamic height is computed by dividing the NAVD 88
 TG0542.geopotential number by the normal gravity value computed on the
 TG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0542.degrees latitude (g = 980.6199 gals.).
 TG0542
 TG0542.The modeled gravity was interpolated from observed gravity values.
 TG0542
 TG0542;                    North         East    Units  Estimated Accuracy
 TG0542;SPC ND N     -   150,840.      459,440.      MT  (+/- 180 meters Scaled)
 TG0542
 TG0542                          SUPERSEDED SURVEY CONTROL
 TG0542
 TG0542  NGVD 29 (??/??/92)  703.636  (m)         2308.51   (f) ADJ UNCH    2 0
 TG0542
 TG0542.Superseded values are not recommended for survey control.
 TG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0542.See file dsdata.txt to determine how the superseded data were derived.
 TG0542
 TG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP929574(NAD 83)
 TG0542_MARKER: DB = BENCH MARK DISK
 TG0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0542_STAMPING: B 325 RESET 1952
 TG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0542+STABILITY: SURFACE MOTION
 TG0542
 TG0542  HISTORY     - Date     Condition        Report By
 TG0542  HISTORY     - 1952     MONUMENTED       NDHD
 TG0542  HISTORY     - 1963     GOOD             NGS
 TG0542  HISTORY     - 1981     GOOD             NGS
 TG0542
 TG0542                          STATION DESCRIPTION
 TG0542
 TG0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0542'1.6 MI N FROM STANLEY.
 TG0542'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0542'STANLEY, ABOUT 1.0 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 112
 TG0542'FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD, 99 FEET
 TG0542'EAST OF THE CENTERLINE OF THE HIGHWAY, 51 FEET SOUTH OF THE CENTERLINE
 TG0542'OF THE DIRT ROAD, 54 FEET SOUTHEAST OF THE SOUTH END OF AN 18-INCH
 TG0542'PIPE CULVERT UNDER THE DIRT ROAD, 10 FEET SOUTH OF A POWER POLE, 1.3
 TG0542'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TG0542'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TG0542'INCHES, S 16, R 91 W, T 156 N.
 TG0542
 TG0542                          STATION RECOVERY (1981)
 TG0542
 TG0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0887 ***********************************************************************
 TG0887  DESIGNATION -  B 326 RESET
 TG0887  PID         -  TG0887
 TG0887  STATE/COUNTY-  ND/MOUNTRAIL
 TG0887  USGS QUAD   -  WHITE EARTH (1969)
 TG0887
 TG0887                         *CURRENT SURVEY CONTROL
 TG0887  ___________________________________________________________________
 TG0887* NAD 83(1986)-  48 26 41.     (N)    102 47 56.     (W)     SCALED    
 TG0887* NAVD 88     -       713.069  (meters)    2339.46   (feet)  ADJUSTED  
 TG0887  ___________________________________________________________________
 TG0887  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0887  DYNAMIC HT  -         713.180 (meters)    2339.82  (feet)  COMP
 TG0887  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TG0887
 TG0887  VERT ORDER  -  SECOND    CLASS 0
 TG0887
 TG0887.The horizontal coordinates were scaled from a topographic map and have
 TG0887.an estimated accuracy of +/- 6 seconds.
 TG0887
 TG0887.The orthometric height was determined by differential leveling
 TG0887.and adjusted by the National Geodetic Survey in June 1991..
 TG0887
 TG0887.The geoid height was determined by GEOID03.
 TG0887
 TG0887.The dynamic height is computed by dividing the NAVD 88
 TG0887.geopotential number by the normal gravity value computed on the
 TG0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0887.degrees latitude (g = 980.6199 gals.).
 TG0887
 TG0887.The modeled gravity was interpolated from observed gravity values.
 TG0887
 TG0887;                    North         East    Units  Estimated Accuracy
 TG0887;SPC ND N     -   163,170.      429,960.      MT  (+/- 180 meters Scaled)
 TG0887
 TG0887                          SUPERSEDED SURVEY CONTROL
 TG0887
 TG0887  NGVD 29 (??/??/92)  712.595  (m)         2337.91   (f) ADJ UNCH    2 0
 TG0887
 TG0887.Superseded values are not recommended for survey control.
 TG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0887.See file dsdata.txt to determine how the superseded data were derived.
 TG0887
 TG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP627680(NAD 83)
 TG0887_MARKER: DB = BENCH MARK DISK
 TG0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0887_STAMPING: B 326 1935 RESET 1946
 TG0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0887+STABILITY: SURFACE MOTION
 TG0887
 TG0887  HISTORY     - Date     Condition        Report By
 TG0887  HISTORY     - 1946     MONUMENTED       CGS
 TG0887
 TG0887                          STATION DESCRIPTION
 TG0887
 TG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0887'5.1 MI N FROM WHITE EARTH.
 TG0887'5.1 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0887'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, AT A ROAD
 TG0887'INTERSECTION, 41 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG0887'ROAD, 39 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 2
 TG0887'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 TG0887'STANDARD DISK, STAMPED B 326 1935 RESET 1946 AND SET IN THE TOP OF A
 TG0887'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0325 ***********************************************************************
 TG0325  DESIGNATION -  B 328
 TG0325  PID         -  TG0325
 TG0325  STATE/COUNTY-  ND/WARD
 TG0325  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0325
 TG0325                         *CURRENT SURVEY CONTROL
 TG0325  ___________________________________________________________________
 TG0325* NAD 83(1986)-  48 34 31.     (N)    102 12 45.     (W)     SCALED    
 TG0325* NAVD 88     -       703.541  (meters)    2308.20   (feet)  ADJUSTED  
 TG0325  ___________________________________________________________________
 TG0325  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0325  DYNAMIC HT  -         703.664 (meters)    2308.60  (feet)  COMP
 TG0325  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TG0325
 TG0325  VERT ORDER  -  SECOND    CLASS 0
 TG0325
 TG0325.The horizontal coordinates were scaled from a topographic map and have
 TG0325.an estimated accuracy of +/- 6 seconds.
 TG0325
 TG0325.The orthometric height was determined by differential leveling
 TG0325.and adjusted by the National Geodetic Survey in June 1991..
 TG0325.WARNING-Repeat measurements at this control monument indicate possible
 TG0325.vertical movement.
 TG0325
 TG0325.The geoid height was determined by GEOID03.
 TG0325
 TG0325.The dynamic height is computed by dividing the NAVD 88
 TG0325.geopotential number by the normal gravity value computed on the
 TG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0325.degrees latitude (g = 980.6199 gals.).
 TG0325
 TG0325.The modeled gravity was interpolated from observed gravity values.
 TG0325
 TG0325;                    North         East    Units  Estimated Accuracy
 TG0325;SPC ND N     -   176,550.      473,650.      MT  (+/- 180 meters Scaled)
 TG0325
 TG0325                          SUPERSEDED SURVEY CONTROL
 TG0325
 TG0325  NGVD 29 (??/??/92)  703.113  (m)         2306.80   (f) ADJ UNCH    2 0
 TG0325
 TG0325.Superseded values are not recommended for survey control.
 TG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0325.See file dsdata.txt to determine how the superseded data were derived.
 TG0325
 TG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056839(NAD 83)
 TG0325_MARKER: DB = BENCH MARK DISK
 TG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0325_STAMPING: B 328 1935
 TG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0325+STABILITY: SURFACE MOTION
 TG0325
 TG0325  HISTORY     - Date     Condition        Report By
 TG0325  HISTORY     - 1935     MONUMENTED       CGS
 TG0325  HISTORY     - 1963     GOOD             NGS
 TG0325
 TG0325                          STATION DESCRIPTION
 TG0325
 TG0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0325'11.4 MI NW FROM COULEE.
 TG0325'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0325'RAILWAY STATION AT COULEE, THENCE 2.1 MILES NORTH ALONG A GRAVELED
 TG0325'ROAD, 44 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0325'GRAVELED ROAD, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0325'WEST, 30 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 5 FEET
 TG0325'EAST OF A FENCE CORNER, 2.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 TG0325'FOOT BELOW THE LEVEL OF THE ROAD LEADING NORTH, AND SET IN THE TOP OF
 TG0325'A CONCRETE POST PROJECTING 1 INCH, S 19, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0240 ***********************************************************************
 RP0240  DESIGNATION -  B 33
 RP0240  PID         -  RP0240
 RP0240  STATE/COUNTY-  ND/RICHLAND
 RP0240  USGS QUAD   -  FAIRMOUNT (1973)
 RP0240
 RP0240                         *CURRENT SURVEY CONTROL
 RP0240  ___________________________________________________________________
 RP0240* NAD 83(1986)-  46 03 29.     (N)    096 36 13.     (W)     SCALED    
 RP0240* NAVD 88     -       300.526  (meters)     985.98   (feet)  ADJUSTED  
 RP0240  ___________________________________________________________________
 RP0240  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 RP0240  DYNAMIC HT  -         300.526 (meters)     985.98  (feet)  COMP
 RP0240  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RP0240
 RP0240  VERT ORDER  -  SECOND    CLASS 0
 RP0240
 RP0240.The horizontal coordinates were scaled from a topographic map and have
 RP0240.an estimated accuracy of +/- 6 seconds.
 RP0240
 RP0240.The orthometric height was determined by differential leveling
 RP0240.and adjusted by the National Geodetic Survey in June 1991..
 RP0240
 RP0240.The geoid height was determined by GEOID03.
 RP0240
 RP0240.The dynamic height is computed by dividing the NAVD 88
 RP0240.geopotential number by the normal gravity value computed on the
 RP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0240.degrees latitude (g = 980.6199 gals.).
 RP0240
 RP0240.The modeled gravity was interpolated from observed gravity values.
 RP0240
 RP0240;                    North         East    Units  Estimated Accuracy
 RP0240;SPC ND S     -    50,980.      901,400.      MT  (+/- 180 meters Scaled)
 RP0240
 RP0240                          SUPERSEDED SURVEY CONTROL
 RP0240
 RP0240  NGVD 29 (??/??/92)  300.313  (m)          985.28   (f) ADJ UNCH    2 0
 RP0240
 RP0240.Superseded values are not recommended for survey control.
 RP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0240.See file dsdata.txt to determine how the superseded data were derived.
 RP0240
 RP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS853032(NAD 83)
 RP0240_MARKER: DB = BENCH MARK DISK
 RP0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0240_SP_SET: CONCRETE BASE
 RP0240_STAMPING: B 33 1934
 RP0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0240
 RP0240  HISTORY     - Date     Condition        Report By
 RP0240  HISTORY     - 1934     MONUMENTED       CGS
 RP0240  HISTORY     - 1940     GOOD             NGS
 RP0240  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0240
 RP0240                          STATION DESCRIPTION
 RP0240
 RP0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RP0240'IN FAIRMOUNT.
 RP0240'AT FAIRMOUNT, RICHLAND COUNTY, AT THE MINNEAPOLIS, ST. PAUL AND SAULT
 RP0240'STE. MARIE RAILWAY STATION, 606 FEET EAST OF THE CROSSING OF THE
 RP0240'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AT A SEMAPHORE
 RP0240'SIGNAL, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, AND
 RP0240'16.4 FEET NORTH OF THE CENTERLINE OF THE TRACK AND 3 FEET SOUTH OF A
 RP0240'WHITE POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED B 33 1934.
 RP0240
 RP0240                          STATION RECOVERY (1990)
 RP0240
 RP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1030 ***********************************************************************
 TG1030  DESIGNATION -  B 331
 TG1030  PID         -  TG1030
 TG1030  STATE/COUNTY-  ND/BURKE
 TG1030  USGS QUAD   -  HELDE LAKE (1974)
 TG1030
 TG1030                         *CURRENT SURVEY CONTROL
 TG1030  ___________________________________________________________________
 TG1030* NAD 83(1986)-  48 43 13.     (N)    102 36 13.     (W)     SCALED    
 TG1030* NAVD 88     -       729.745  (meters)    2394.17   (feet)  ADJUSTED  
 TG1030  ___________________________________________________________________
 TG1030  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG1030  DYNAMIC HT  -         729.882 (meters)    2394.62  (feet)  COMP
 TG1030  MODELED GRAV-     980,772.6   (mgal)                       NAVD 88
 TG1030
 TG1030  VERT ORDER  -  SECOND    CLASS 0
 TG1030
 TG1030.The horizontal coordinates were scaled from a topographic map and have
 TG1030.an estimated accuracy of +/- 6 seconds.
 TG1030
 TG1030.The orthometric height was determined by differential leveling
 TG1030.and adjusted by the National Geodetic Survey in June 1991..
 TG1030
 TG1030.The geoid height was determined by GEOID03.
 TG1030
 TG1030.The dynamic height is computed by dividing the NAVD 88
 TG1030.geopotential number by the normal gravity value computed on the
 TG1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1030.degrees latitude (g = 980.6199 gals.).
 TG1030
 TG1030.The modeled gravity was interpolated from observed gravity values.
 TG1030
 TG1030;                    North         East    Units  Estimated Accuracy
 TG1030;SPC ND N     -   193,380.      445,240.      MT  (+/- 180 meters Scaled)
 TG1030
 TG1030                          SUPERSEDED SURVEY CONTROL
 TG1030
 TG1030  NGVD 29 (??/??/92)  729.298  (m)         2392.71   (f) ADJ UNCH    2 0
 TG1030
 TG1030.Superseded values are not recommended for survey control.
 TG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1030.See file dsdata.txt to determine how the superseded data were derived.
 TG1030
 TG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP762991(NAD 83)
 TG1030_MARKER: DB = BENCH MARK DISK
 TG1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1030_STAMPING: B 331 1935
 TG1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1030+STABILITY: SURFACE MOTION
 TG1030
 TG1030  HISTORY     - Date     Condition        Report By
 TG1030  HISTORY     - 1935     MONUMENTED       CGS
 TG1030  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1030
 TG1030                          STATION DESCRIPTION
 TG1030
 TG1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1030'12.6 MI S FROM COLUMBUS.
 TG1030'12.6 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE COUNTY,
 TG1030'THENCE 8.0 MILES EAST ALONG A ROAD.  AT THE T-JUNCTION OF A ROAD
 TG1030'LEADING SOUTH, 63 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TG1030'SOUTH, 48 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 18
 TG1030'FEET INSIDE THE RIGHT-OF-WAY FENCE, AND 3 FEET HIGHER THAN THE ROAD. A
 TG1030'STANDARD DISK, STAMPED B 331 1935 AND SET IN THE TOP OF A CONCRETE
 TG1030'POST.
 TG1030
 TG1030                          STATION RECOVERY (1974)
 TG1030
 TG1030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0977 ***********************************************************************
 TG0977  DESIGNATION -  B 332
 TG0977  PID         -  TG0977
 TG0977  STATE/COUNTY-  ND/BURKE
 TG0977  USGS QUAD   -  COLUMBUS SE (1981)
 TG0977
 TG0977                         *CURRENT SURVEY CONTROL
 TG0977  ___________________________________________________________________
 TG0977* NAD 83(1986)-  48 47 33.     (N)    102 45 54.     (W)     SCALED    
 TG0977* NAVD 88     -       723.589  (meters)    2373.97   (feet)  ADJUSTED  
 TG0977  ___________________________________________________________________
 TG0977  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 TG0977  DYNAMIC HT  -         723.729 (meters)    2374.43  (feet)  COMP
 TG0977  MODELED GRAV-     980,778.6   (mgal)                       NAVD 88
 TG0977
 TG0977  VERT ORDER  -  SECOND    CLASS 0
 TG0977
 TG0977.The horizontal coordinates were scaled from a topographic map and have
 TG0977.an estimated accuracy of +/- 6 seconds.
 TG0977
 TG0977.The orthometric height was determined by differential leveling
 TG0977.and adjusted by the National Geodetic Survey in June 1991..
 TG0977
 TG0977.The geoid height was determined by GEOID03.
 TG0977
 TG0977.The dynamic height is computed by dividing the NAVD 88
 TG0977.geopotential number by the normal gravity value computed on the
 TG0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0977.degrees latitude (g = 980.6199 gals.).
 TG0977
 TG0977.The modeled gravity was interpolated from observed gravity values.
 TG0977
 TG0977;                    North         East    Units  Estimated Accuracy
 TG0977;SPC ND N     -   201,750.      433,600.      MT  (+/- 180 meters Scaled)
 TG0977
 TG0977                          SUPERSEDED SURVEY CONTROL
 TG0977
 TG0977  NGVD 29 (??/??/92)  723.131  (m)         2372.47   (f) ADJ UNCH    2 0
 TG0977
 TG0977.Superseded values are not recommended for survey control.
 TG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0977.See file dsdata.txt to determine how the superseded data were derived.
 TG0977
 TG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ641067(NAD 83)
 TG0977_MARKER: DB = BENCH MARK DISK
 TG0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0977_STAMPING: B 332 1935
 TG0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0977+STABILITY: SURFACE MOTION
 TG0977
 TG0977  HISTORY     - Date     Condition        Report By
 TG0977  HISTORY     - 1935     MONUMENTED       CGS
 TG0977  HISTORY     - 1964     GOOD             NGS
 TG0977
 TG0977                          STATION DESCRIPTION
 TG0977
 TG0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TG0977'8.3 MI S FROM COLUMBUS.
 TG0977'8.3 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS,
 TG0977'BURKE COUNTY, ON A LONG HILL, AT THE JUNCTION OF A ROAD LEADING WEST,
 TG0977'48 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 43 FEET WEST OF THE
 TG0977'CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND
 TG0977'1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 332
 TG0977'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY IS
 TG0977'BEING REBUILT AND WILL PASS ABOUT 0.1 MILE WEST OF THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1014 ***********************************************************************
 TG1014  DESIGNATION -  B 333
 TG1014  PID         -  TG1014
 TG1014  STATE/COUNTY-  ND/WILLIAMS
 TG1014  USGS QUAD   -  BUSH LAKE (1974)
 TG1014
 TG1014                         *CURRENT SURVEY CONTROL
 TG1014  ___________________________________________________________________
 TG1014* NAD 83(1986)-  48 37 59.     (N)    102 55 45.     (W)     SCALED    
 TG1014* NAVD 88     -       710.940  (meters)    2332.48   (feet)  ADJUSTED  
 TG1014  ___________________________________________________________________
 TG1014  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TG1014  DYNAMIC HT  -         711.061 (meters)    2332.87  (feet)  COMP
 TG1014  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 TG1014
 TG1014  VERT ORDER  -  SECOND    CLASS 0
 TG1014
 TG1014.The horizontal coordinates were scaled from a topographic map and have
 TG1014.an estimated accuracy of +/- 6 seconds.
 TG1014
 TG1014.The orthometric height was determined by differential leveling
 TG1014.and adjusted by the National Geodetic Survey in June 1991..
 TG1014
 TG1014.The geoid height was determined by GEOID03.
 TG1014
 TG1014.The dynamic height is computed by dividing the NAVD 88
 TG1014.geopotential number by the normal gravity value computed on the
 TG1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1014.degrees latitude (g = 980.6199 gals.).
 TG1014
 TG1014.The modeled gravity was interpolated from observed gravity values.
 TG1014
 TG1014;                    North         East    Units  Estimated Accuracy
 TG1014;SPC ND N     -   184,400.      420,980.      MT  (+/- 180 meters Scaled)
 TG1014
 TG1014                          SUPERSEDED SURVEY CONTROL
 TG1014
 TG1014  NGVD 29 (??/??/92)  710.469  (m)         2330.93   (f) ADJ UNCH    2 0
 TG1014
 TG1014.Superseded values are not recommended for survey control.
 TG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1014.See file dsdata.txt to determine how the superseded data were derived.
 TG1014
 TG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP525887(NAD 83)
 TG1014_MARKER: DB = BENCH MARK DISK
 TG1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1014_STAMPING: B 333 1935
 TG1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1014+STABILITY: SURFACE MOTION
 TG1014
 TG1014  HISTORY     - Date     Condition        Report By
 TG1014  HISTORY     - 1935     MONUMENTED       CGS
 TG1014  HISTORY     - 1959     GOOD             NGS
 TG1014
 TG1014                          STATION DESCRIPTION
 TG1014
 TG1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TG1014'2.5 MI N FROM MCGREGOR.
 TG1014'2.5 MILES NORTH ALONG STATE HIGHWAY 50 AND A ROAD FROM MCGREGOR,
 TG1014'WILLIAMS COUNTY, AT A ROAD INTERSECTION, 48 FEET EAST OF THE
 TG1014'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF THE
 TG1014'CENTERLINE OF THE EAST-AND-WEST ROAD, 2 FEET NORTH OF THE RIGHT-OF-WAY
 TG1014'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B 333 1935
 TG1014'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS LOCATED ON
 TG1014'THE WILLIAMS-DIVIDE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1015 ***********************************************************************
 TG1015  DESIGNATION -  B 333 RESET
 TG1015  PID         -  TG1015
 TG1015  STATE/COUNTY-  ND/WILLIAMS
 TG1015  USGS QUAD   -  BUSH LAKE (1974)
 TG1015
 TG1015                         *CURRENT SURVEY CONTROL
 TG1015  ___________________________________________________________________
 TG1015* NAD 83(1986)-  48 37 59.     (N)    102 55 45.     (W)     SCALED    
 TG1015* NAVD 88     -       710.86   (+/-2cm)    2332.2    (feet)  VERTCON   
 TG1015  ___________________________________________________________________
 TG1015  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TG1015
 TG1015  VERT ORDER  -  THIRD (See Below)
 TG1015
 TG1015.The horizontal coordinates were scaled from a topographic map and have
 TG1015.an estimated accuracy of +/- 6 seconds.
 TG1015
 TG1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1015.The vertical order pertains to the NGVD 29 superseded value.
 TG1015
 TG1015.The geoid height was determined by GEOID03.
 TG1015
 TG1015;                    North         East    Units  Estimated Accuracy
 TG1015;SPC ND N     -   184,400.      420,980.      MT  (+/- 180 meters Scaled)
 TG1015
 TG1015                          SUPERSEDED SURVEY CONTROL
 TG1015
 TG1015  NGVD 29 (11/04/04)  710.39   (m)         2330.7    (f) RESET       3  
 TG1015
 TG1015.Superseded values are not recommended for survey control.
 TG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1015.See file dsdata.txt to determine how the superseded data were derived.
 TG1015
 TG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP525887(NAD 83)
 TG1015_MARKER: DB = BENCH MARK DISK
 TG1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1015_STAMPING: B 333 RESET 1961
 TG1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1015+STABILITY: SURFACE MOTION
 TG1015
 TG1015  HISTORY     - Date     Condition        Report By
 TG1015  HISTORY     - 1961     MONUMENTED       CGS
 TG1015
 TG1015                          STATION DESCRIPTION
 TG1015
 TG1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 TG1015'2.6 MI NW FROM MCGREGOR.
 TG1015'THIS MARK IS LOCATED 2.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM THE
 TG1015'RAILROAD CROSSING, ABOUT 0.1 MILE WEST OF THE RAILROAD STATION IN
 TG1015'MCGREGOR, AT THE WILLIAMS-DIVIDE COUNTY LINE, AT TRACK ROADS LEADING
 TG1015'EAST AND WEST, 87 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1
 TG1015'FOOT NORTH OF THE FENCE ALONG THE SOUTH SIDE OF THE TRACK ROAD LEADING
 TG1015'EAST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0993 ***********************************************************************
 TF0993  DESIGNATION -  B 334
 TF0993  PID         -  TF0993
 TF0993  STATE/COUNTY-  ND/WARD
 TF0993  USGS QUAD   -  DEERING SE (1949)
 TF0993
 TF0993                         *CURRENT SURVEY CONTROL
 TF0993  ___________________________________________________________________
 TF0993* NAD 83(1986)-  48 16 09.     (N)    101 07 22.     (W)     SCALED    
 TF0993* NAVD 88     -       479.615  (meters)    1573.54   (feet)  ADJUSTED  
 TF0993  ___________________________________________________________________
 TF0993  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 TF0993  DYNAMIC HT  -         479.706 (meters)    1573.84  (feet)  COMP
 TF0993  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TF0993
 TF0993  VERT ORDER  -  FIRST     CLASS II
 TF0993
 TF0993.The horizontal coordinates were scaled from a topographic map and have
 TF0993.an estimated accuracy of +/- 6 seconds.
 TF0993
 TF0993.The orthometric height was determined by differential leveling
 TF0993.and adjusted by the National Geodetic Survey in June 1991..
 TF0993
 TF0993.The geoid height was determined by GEOID03.
 TF0993
 TF0993.The dynamic height is computed by dividing the NAVD 88
 TF0993.geopotential number by the normal gravity value computed on the
 TF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0993.degrees latitude (g = 980.6199 gals.).
 TF0993
 TF0993.The modeled gravity was interpolated from observed gravity values.
 TF0993
 TF0993;                    North         East    Units  Estimated Accuracy
 TF0993;SPC ND N     -   141,300.      553,770.      MT  (+/- 180 meters Scaled)
 TF0993
 TF0993                          SUPERSEDED SURVEY CONTROL
 TF0993
 TF0993  NGVD 29 (??/??/92)  479.232  (m)         1572.28   (f) ADJ UNCH    1 2
 TF0993
 TF0993.Superseded values are not recommended for survey control.
 TF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0993.See file dsdata.txt to determine how the superseded data were derived.
 TF0993
 TF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU424483(NAD 83)
 TF0993_MARKER: DB = BENCH MARK DISK
 TF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0993_STAMPING: 1572. B 334 1935
 TF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0993+STABILITY: SURFACE MOTION
 TF0993
 TF0993  HISTORY     - Date     Condition        Report By
 TF0993  HISTORY     - 1935     MONUMENTED       CGS
 TF0993  HISTORY     - 1962     GOOD             NGS
 TF0993
 TF0993                          STATION DESCRIPTION
 TF0993
 TF0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0993'3 MI NE FROM SURREY.
 TF0993'1 MILE EAST OF THE GREAT NORTHERN RAILROAD STATION AT SURREY, THENCE 2
 TF0993'MILE NORTH ALONG A GRAVELED ROAD, AT A GRAVELED ROAD INTERSECTION,
 TF0993'51.5 FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION, 35 FEET
 TF0993'WEST OF THE CENTERLINE OF THE ROAD NORTH, 39.5 FEET NORTH OF THE
 TF0993'CENTERLINE OF THE ROAD WEST, 3 FEET EAST OF A POWER POLE, 1.4 FEET
 TF0993'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD NORTH, A DISK IN
 TF0993'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1182 ***********************************************************************
 TF1182  DESIGNATION -  B 336
 TF1182  PID         -  TF1182
 TF1182  STATE/COUNTY-  ND/WARD
 TF1182  USGS QUAD   -  CARPIO NE (1979)
 TF1182
 TF1182                         *CURRENT SURVEY CONTROL
 TF1182  ___________________________________________________________________
 TF1182* NAD 83(1986)-  48 26 45.     (N)    101 34 54.     (W)     SCALED    
 TF1182* NAVD 88     -       488.583  (meters)    1602.96   (feet)  ADJUSTED  
 TF1182  ___________________________________________________________________
 TF1182  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 TF1182  DYNAMIC HT  -         488.676 (meters)    1603.26  (feet)  COMP
 TF1182  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TF1182
 TF1182  VERT ORDER  -  SECOND    CLASS 0
 TF1182
 TF1182.The horizontal coordinates were scaled from a topographic map and have
 TF1182.an estimated accuracy of +/- 6 seconds.
 TF1182
 TF1182.The orthometric height was determined by differential leveling
 TF1182.and adjusted by the National Geodetic Survey in June 1991..
 TF1182
 TF1182.The geoid height was determined by GEOID03.
 TF1182
 TF1182.The dynamic height is computed by dividing the NAVD 88
 TF1182.geopotential number by the normal gravity value computed on the
 TF1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1182.degrees latitude (g = 980.6199 gals.).
 TF1182
 TF1182.The modeled gravity was interpolated from observed gravity values.
 TF1182
 TF1182;                    North         East    Units  Estimated Accuracy
 TF1182;SPC ND N     -   161,310.      519,980.      MT  (+/- 180 meters Scaled)
 TF1182
 TF1182                          SUPERSEDED SURVEY CONTROL
 TF1182
 TF1182  NGVD 29 (??/??/92)  488.198  (m)         1601.70   (f) ADJ UNCH    2 0
 TF1182
 TF1182.Superseded values are not recommended for survey control.
 TF1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1182.See file dsdata.txt to determine how the superseded data were derived.
 TF1182
 TF1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU090690(NAD 83)
 TF1182_MARKER: DB = BENCH MARK DISK
 TF1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1182_STAMPING: B 336 1935
 TF1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1182+STABILITY: SURFACE MOTION
 TF1182
 TF1182  HISTORY     - Date     Condition        Report By
 TF1182  HISTORY     - 1935     MONUMENTED       CGS
 TF1182
 TF1182                          STATION DESCRIPTION
 TF1182
 TF1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1182'7.4 MI E FROM CARPIO.
 TF1182'7.4 MILES EAST ALONG A ROAD FROM THE SOO LINE RAILROAD STATION
 TF1182'(FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD) AT
 TF1182'CARPIO, WARD COUNTY, 1.1 MILES SOUTHEAST ALONG A ROAD PARALLELING THE
 TF1182'SOUTHWEST BANK OF SOURIS RIVER.  75 FEET NORTHEAST OF A BRIDGE, AT THE
 TF1182'JUNCTION OF A ROAD LEADING WEST, 54 FEET SOUTH OF THE PROLONGATION OF
 TF1182'THE CENTERLINE OF THE ROAD LEADING WEST, ON THE EAST SIDE OF THE RIVER
 TF1182'ROAD, AND NEAR A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED B
 TF1182'336 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS BENCH MARK
 TF1182'IS 2.3 MILES NORTHWEST OF A 336.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0171 ***********************************************************************
 TG0171  DESIGNATION -  B 337
 TG0171  PID         -  TG0171
 TG0171  STATE/COUNTY-  ND/WARD
 TG0171  USGS QUAD   -  KENMARE (1981)
 TG0171
 TG0171                         *CURRENT SURVEY CONTROL
 TG0171  ___________________________________________________________________
 TG0171* NAD 83(1986)-  48 40 35.     (N)    102 01 01.     (W)     SCALED    
 TG0171* NAVD 88     -       591.080  (meters)    1939.23   (feet)  ADJUSTED  
 TG0171  ___________________________________________________________________
 TG0171  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 TG0171  DYNAMIC HT  -         591.196 (meters)    1939.62  (feet)  COMP
 TG0171  MODELED GRAV-     980,786.4   (mgal)                       NAVD 88
 TG0171
 TG0171  VERT ORDER  -  SECOND    CLASS 0
 TG0171
 TG0171.The horizontal coordinates were scaled from a topographic map and have
 TG0171.an estimated accuracy of +/- 6 seconds.
 TG0171
 TG0171.The orthometric height was determined by differential leveling
 TG0171.and adjusted by the National Geodetic Survey in June 1991..
 TG0171
 TG0171.The geoid height was determined by GEOID03.
 TG0171
 TG0171.The dynamic height is computed by dividing the NAVD 88
 TG0171.geopotential number by the normal gravity value computed on the
 TG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0171.degrees latitude (g = 980.6199 gals.).
 TG0171
 TG0171.The modeled gravity was interpolated from observed gravity values.
 TG0171
 TG0171;                    North         East    Units  Estimated Accuracy
 TG0171;SPC ND N     -   187,490.      488,290.      MT  (+/- 180 meters Scaled)
 TG0171
 TG0171                          SUPERSEDED SURVEY CONTROL
 TG0171
 TG0171  NGVD 29 (??/??/92)  590.690  (m)         1937.96   (f) ADJ UNCH    2 0
 TG0171
 TG0171.Superseded values are not recommended for survey control.
 TG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0171.See file dsdata.txt to determine how the superseded data were derived.
 TG0171
 TG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP195957(NAD 83)
 TG0171_MARKER: DB = BENCH MARK DISK
 TG0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0171_STAMPING: B 337 1935
 TG0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0171+STABILITY: SURFACE MOTION
 TG0171
 TG0171  HISTORY     - Date     Condition        Report By
 TG0171  HISTORY     - 1935     MONUMENTED       CGS
 TG0171  HISTORY     - 1963     GOOD             NGS
 TG0171
 TG0171                          STATION DESCRIPTION
 TG0171
 TG0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0171'4.1 MI E FROM KENMARE.
 TG0171'ABOUT 0.65 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TG0171'STATION AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US
 TG0171'HIGHWAY 52, THENCE 2.5 MILES EAST ALONG COUNTY ROAD 2, 54 FEET
 TG0171'NORTHWEST OF THE CENTER OF AN INTERSECTION, 41 FEET NORTH OF THE
 TG0171'CENTER LINE OF THE COUNTY ROAD, 31 WEST OF THE CENTER LINE OF A TRACK
 TG0171'ROAD, 36 FEET SOUTH OF A ROW OF POWER POLES, 3 FEET SOUTH OF A CORNER
 TG0171'FENCE POST, 1.3 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP
 TG0171'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1721 ***********************************************************************
 TG1721  DESIGNATION -  B 337 RESET
 TG1721  PID         -  TG1721
 TG1721  STATE/COUNTY-  ND/WARD
 TG1721  USGS QUAD   -  KENMARE (1981)
 TG1721
 TG1721                         *CURRENT SURVEY CONTROL
 TG1721  ___________________________________________________________________
 TG1721* NAD 83(1986)-  48 40 35.     (N)    102 01 01.     (W)     SCALED    
 TG1721* NAVD 88     -       590.78   (meters)    1938.3    (feet)  RESET     
 TG1721  ___________________________________________________________________
 TG1721  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 TG1721
 TG1721  VERT ORDER  -  THIRD
 TG1721
 TG1721.The horizontal coordinates were scaled from a topographic map and have
 TG1721.an estimated accuracy of +/- 6 seconds.
 TG1721
 TG1721.The orthometric height was computed from unverified reset data.
 TG1721.No vertical observational check was made to the station.
 TG1721
 TG1721.The geoid height was determined by GEOID03.
 TG1721
 TG1721;                    North         East    Units  Estimated Accuracy
 TG1721;SPC ND N     -   187,490.      488,290.      MT  (+/- 180 meters Scaled)
 TG1721
 TG1721                          SUPERSEDED SURVEY CONTROL
 TG1721
 TG1721  NGVD 29 (11/04/04)  590.39   (m)         1937.0    (f) RESET       3  
 TG1721
 TG1721.Superseded values are not recommended for survey control.
 TG1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1721.See file dsdata.txt to determine how the superseded data were derived.
 TG1721
 TG1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP195957(NAD 83)
 TG1721_MARKER: DB = BENCH MARK DISK
 TG1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1721_STAMPING: B 337 RESET 1980
 TG1721_PROJECTION: PROJECTING 8 CENTIMETERS
 TG1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1721+STABILITY: SURFACE MOTION
 TG1721
 TG1721  HISTORY     - Date     Condition        Report By
 TG1721  HISTORY     - 1980     MONUMENTED       LOCENG
 TG1721
 TG1721                          STATION DESCRIPTION
 TG1721
 TG1721'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 TG1721'4.1 MI NE FROM KENMARE.
 TG1721'0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION IN
 TG1721'KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG1721'52, THENCE 2.5 MILES EAST ALONG COUNTY ROAD 2, 109 FEET NORTHWEST OF
 TG1721'AN INTERSECTION, 75 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 TG1721'79 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, AND 1.0 FOOT SOUTH
 TG1721'OF A ROW OF POWER POLES.
 TG1721'THE MARK IS 1.0 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0224 ***********************************************************************
 TG0224  DESIGNATION -  B 338
 TG0224  PID         -  TG0224
 TG0224  STATE/COUNTY-  ND/BURKE
 TG0224  USGS QUAD   -  NORTHGATE (1949)
 TG0224
 TG0224                         *CURRENT SURVEY CONTROL
 TG0224  ___________________________________________________________________
 TG0224* NAD 83(1986)-  48 53 39.     (N)    102 20 41.     (W)     SCALED    
 TG0224* NAVD 88     -       584.788  (meters)    1918.59   (feet)  ADJUSTED  
 TG0224  ___________________________________________________________________
 TG0224  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 TG0224  DYNAMIC HT  -         584.916 (meters)    1919.01  (feet)  COMP
 TG0224  MODELED GRAV-     980,809.9   (mgal)                       NAVD 88
 TG0224
 TG0224  VERT ORDER  -  SECOND    CLASS 0
 TG0224
 TG0224.The horizontal coordinates were scaled from a topographic map and have
 TG0224.an estimated accuracy of +/- 6 seconds.
 TG0224
 TG0224.The orthometric height was determined by differential leveling
 TG0224.and adjusted by the National Geodetic Survey in June 1991..
 TG0224
 TG0224.The geoid height was determined by GEOID03.
 TG0224
 TG0224.The dynamic height is computed by dividing the NAVD 88
 TG0224.geopotential number by the normal gravity value computed on the
 TG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0224.degrees latitude (g = 980.6199 gals.).
 TG0224
 TG0224.The modeled gravity was interpolated from observed gravity values.
 TG0224
 TG0224;                    North         East    Units  Estimated Accuracy
 TG0224;SPC ND N     -   212,230.      464,740.      MT  (+/- 180 meters Scaled)
 TG0224
 TG0224                          SUPERSEDED SURVEY CONTROL
 TG0224
 TG0224  NGVD 29 (??/??/92)  584.376  (m)         1917.24   (f) ADJ UNCH    2 0
 TG0224
 TG0224.Superseded values are not recommended for survey control.
 TG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0224.See file dsdata.txt to determine how the superseded data were derived.
 TG0224
 TG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ946190(NAD 83)
 TG0224_MARKER: DB = BENCH MARK DISK
 TG0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0224_SP_SET: CULVERT
 TG0224_STAMPING: B 338 1935
 TG0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0224
 TG0224  HISTORY     - Date     Condition        Report By
 TG0224  HISTORY     - 1935     MONUMENTED       CGS
 TG0224  HISTORY     - 1963     GOOD             NGS
 TG0224
 TG0224                          STATION DESCRIPTION
 TG0224
 TG0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0224'2.4 MI E FROM FLAXTON.
 TG0224'ABOUT 0.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0224'AT FLAXTON, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0224'HIGHWAY 5, IN THE TOP OF A CULVERT, IN SECTION 34, T 162 N, R 90 W, 14
 TG0224'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1/2 FOOT BELOW THE
 TG0224'LEVEL OF THE HIGHWAY, AND SET IN THE CENTER OF THE TOP OF THE SOUTH
 TG0224'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1429 ***********************************************************************
 TF1429  DESIGNATION -  B 339 RESET
 TF1429  PID         -  TF1429
 TF1429  STATE/COUNTY-  ND/RENVILLE
 TF1429  USGS QUAD   -  MOHALL (1980)
 TF1429
 TF1429                         *CURRENT SURVEY CONTROL
 TF1429  ___________________________________________________________________
 TF1429* NAD 83(1996)-  48 45 49.45406(N)    101 32 25.99185(W)     ADJUSTED  
 TF1429* NAVD 88     -       502.593  (meters)    1648.92   (feet)  ADJUSTED  
 TF1429  ___________________________________________________________________
 TF1429  X           -    -842,768.204 (meters)                     COMP
 TF1429  Y           -  -4,127,382.840 (meters)                     COMP
 TF1429  Z           -   4,773,642.948 (meters)                     COMP
 TF1429  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 TF1429  ELLIP HEIGHT-         481.98  (meters)          (01/23/98) GPS OBS
 TF1429  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 TF1429  DYNAMIC HT  -         502.700 (meters)    1649.27  (feet)  COMP
 TF1429  MODELED GRAV-     980,808.4   (mgal)                       NAVD 88
 TF1429
 TF1429  HORZ ORDER  -  THIRD
 TF1429  VERT ORDER  -  SECOND    CLASS 0
 TF1429  ELLP ORDER  -  FOURTH    CLASS I
 TF1429
 TF1429.The horizontal coordinates were established by GPS observations
 TF1429.and adjusted by the National Geodetic Survey in January 1998..
 TF1429
 TF1429.The orthometric height was determined by differential leveling
 TF1429.and adjusted by the National Geodetic Survey in June 1991..
 TF1429
 TF1429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF1429
 TF1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1429
 TF1429.The ellipsoidal height was determined by GPS observations
 TF1429.and is referenced to NAD 83.
 TF1429
 TF1429.The geoid height was determined by GEOID03.
 TF1429
 TF1429.The dynamic height is computed by dividing the NAVD 88
 TF1429.geopotential number by the normal gravity value computed on the
 TF1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1429.degrees latitude (g = 980.6199 gals.).
 TF1429
 TF1429.The modeled gravity was interpolated from observed gravity values.
 TF1429
 TF1429;                    North         East     Units Scale Factor Converg.
 TF1429;SPC ND N     -   196,619.682   523,503.230   MT  1.00000617   -0 46 27.5
 TF1429;SPC ND N     -   645,077.70  1,717,530.28   iFT  1.00000617   -0 46 27.5
 TF1429;UTM  14      - 5,404,305.629   313,308.149   MT  1.00002821   -1 54 39.7
 TF1429
 TF1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1429!SPC ND N     -   0.99992447  x   1.00000617  =   0.99993064
 TF1429!UTM  14      -   0.99992447  x   1.00002821  =   0.99995268
 TF1429
 TF1429                          SUPERSEDED SURVEY CONTROL
 TF1429
 TF1429  NAD 83(1986)-  48 45 49.45187(N)    101 32 25.98181(W) AD(       ) 3
 TF1429  NGVD 29 (??/??/92)  502.221  (m)         1647.70   (f) ADJ UNCH    2 0
 TF1429
 TF1429.Superseded values are not recommended for survey control.
 TF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1429.See file dsdata.txt to determine how the superseded data were derived.
 TF1429
 TF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1330804306(NAD 83)
 TF1429_MARKER: DB = BENCH MARK DISK
 TF1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1429_SP_SET: CONCRETE POST
 TF1429_STAMPING: B 339 RESET 1951
 TF1429_MARK LOGO: CGS   
 TF1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1429+STABILITY: SURFACE MOTION
 TF1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF1429+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 TF1429
 TF1429  HISTORY     - Date     Condition        Report By
 TF1429  HISTORY     - 1951     MONUMENTED       CGS
 TF1429  HISTORY     - 1963     GOOD             NGS
 TF1429  HISTORY     - 19880908 GOOD             NGS
 TF1429
 TF1429                          STATION DESCRIPTION
 TF1429
 TF1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1429'1.35 MI E FROM MOHALL.
 TF1429'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1429'MOHALL, IN SECTION 15, T 161 N,R 84 W, AT THE INTERSECTION WITH A
 TF1429'SECTION LINE ROAD, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33
 TF1429'FEET WEST OF THE CENTER LINE OF THE SECTION LINE ROAD, 1.0 FEET NORTH
 TF1429'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 TF1429'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF1429
 TF1429                          STATION RECOVERY (1988)
 TF1429
 TF1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF1429'THE STATION IS LOCATED 2.17 KM (1.35 MI) WEST OF THE POST OFFICE IN
 TF1429'MOHALL.
 TF1429'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST ON STATE
 TF1429'HIGHWAY 5 FOR 1.77 KM (1.10 MI) TO THE ENTRANCE OF THE MOHALL
 TF1429'MUNICIPAL AIRPORT ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 5 FOR
 TF1429'0.40 KM (0.25 MI) TO A GRAVEL ROAD ON THE LEFT AND TRACK ROAD ON THE
 TF1429'RIGHT.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR ABOUT 24.38 M
 TF1429'(80.0 FT) TO THE STATION MARK ON THE LEFT.
 TF1429'THE STATION MARK IS SET 29.11 M (95.5 FT) NORTH OF THE CENTERLINE OF
 TF1429'STATE HIGHWAY 5, 12.65 M (41.5 FT) WEST OF THE APPROXIMATE CENTER OF
 TF1429'THE TRACK ROAD AND 0.36 M (1.2 FT) NORTH OF A METAL WITNESS POST.
 TF1429'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0499 ***********************************************************************
 RP0499  DESIGNATION -  B 34
 RP0499  PID         -  RP0499
 RP0499  STATE/COUNTY-  ND/SARGENT
 RP0499  USGS QUAD   -  CAYUGA (1958)
 RP0499
 RP0499                         *CURRENT SURVEY CONTROL
 RP0499  ___________________________________________________________________
 RP0499* NAD 83(1986)-  46 03 28.     (N)    097 29 19.     (W)     SCALED    
 RP0499* NAVD 88     -       369.346  (meters)    1211.76   (feet)  ADJUSTED  
 RP0499  ___________________________________________________________________
 RP0499  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 RP0499  DYNAMIC HT  -         369.340 (meters)    1211.74  (feet)  COMP
 RP0499  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RP0499
 RP0499  VERT ORDER  -  SECOND    CLASS 0
 RP0499
 RP0499.The horizontal coordinates were scaled from a topographic map and have
 RP0499.an estimated accuracy of +/- 6 seconds.
 RP0499
 RP0499.The orthometric height was determined by differential leveling
 RP0499.and adjusted by the National Geodetic Survey in June 1991..
 RP0499
 RP0499.The geoid height was determined by GEOID03.
 RP0499
 RP0499.The dynamic height is computed by dividing the NAVD 88
 RP0499.geopotential number by the normal gravity value computed on the
 RP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0499.degrees latitude (g = 980.6199 gals.).
 RP0499
 RP0499.The modeled gravity was interpolated from observed gravity values.
 RP0499
 RP0499;                    North         East    Units  Estimated Accuracy
 RP0499;SPC ND S     -    47,940.      832,980.      MT  (+/- 180 meters Scaled)
 RP0499
 RP0499                          SUPERSEDED SURVEY CONTROL
 RP0499
 RP0499  NGVD 29 (??/??/92)  369.069  (m)         1210.85   (f) ADJ UNCH    2 0
 RP0499
 RP0499.Superseded values are not recommended for survey control.
 RP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0499.See file dsdata.txt to determine how the superseded data were derived.
 RP0499
 RP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS169015(NAD 83)
 RP0499_MARKER: DB = BENCH MARK DISK
 RP0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0499_STAMPING: B-34 1934
 RP0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0499+STABILITY: SURFACE MOTION
 RP0499
 RP0499  HISTORY     - Date     Condition        Report By
 RP0499  HISTORY     - 1934     MONUMENTED       CGS
 RP0499
 RP0499                          STATION DESCRIPTION
 RP0499
 RP0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0499'1.0 MI E FROM RUTLAND.
 RP0499'1.0 MILES EAST OF DEPOT AT.  ALONG THE GREAT NORTHERN RAILROAD, 5
 RP0499'POLES NORTHEAST OF MILE POLE NO. 54.  AT PUBLIC ROAD CROSSING, 45 FEET
 RP0499'SOUTHWEST OF THE CENTER LINE OF THE X-ING AND 45 FEET SOUTHEAST OF THE
 RP0499'CENTERLINE OF THE TRACK.  2 FEET NORTH AND 3 FEET WEST OF RIGHT OF WAY
 RP0499'FENCE CORNER.  LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0494 ***********************************************************************
 TF0494  DESIGNATION -  B 340 RESET
 TF0494  PID         -  TF0494
 TF0494  STATE/COUNTY-  ND/BOTTINEAU
 TF0494  USGS QUAD   -  LANDA SE (1954)
 TF0494
 TF0494                         *CURRENT SURVEY CONTROL
 TF0494  ___________________________________________________________________
 TF0494* NAD 83(1986)-  48 49 15.     (N)    100 45 03.     (W)     SCALED    
 TF0494* NAVD 88     -       450.52   (+/-2cm)    1478.1    (feet)  VERTCON   
 TF0494  ___________________________________________________________________
 TF0494  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF0494
 TF0494  VERT ORDER  -  THIRD (See Below)
 TF0494
 TF0494.The horizontal coordinates were scaled from a topographic map and have
 TF0494.an estimated accuracy of +/- 6 seconds.
 TF0494
 TF0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0494.The vertical order pertains to the NGVD 29 superseded value.
 TF0494
 TF0494.The geoid height was determined by GEOID03.
 TF0494
 TF0494;                    North         East    Units  Estimated Accuracy
 TF0494;SPC ND N     -   202,480.      581,580.      MT  (+/- 180 meters Scaled)
 TF0494
 TF0494                          SUPERSEDED SURVEY CONTROL
 TF0494
 TF0494  NGVD 29 (11/04/04)  450.16   (m)         1476.9    (f) RESET       3  
 TF0494
 TF0494.Superseded values are not recommended for survey control.
 TF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0494.See file dsdata.txt to determine how the superseded data were derived.
 TF0494
 TF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV714090(NAD 83)
 TF0494_MARKER: DB = BENCH MARK DISK
 TF0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0494_SP_SET: BRIDGE
 TF0494_STAMPING: B 340 RESET 1952
 TF0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0494
 TF0494  HISTORY     - Date     Condition        Report By
 TF0494  HISTORY     - 1952     MONUMENTED       NDHD
 TF0494
 TF0494                          STATION DESCRIPTION
 TF0494
 TF0494'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TF0494'14.5 MI W FROM BOTTINEAU.
 TF0494'14.5 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0494'BOTTINEAU, BOTTINEAU COUNTY, 83 YARDS EAST OF A ROAD CROSSING, AT A
 TF0494'60-FOOT CONCRETE BRIDGE, IN THE TOP OF THE EAST END OF THE SOUTH GUARD
 TF0494'RAIL, AND 2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED B
 TF0494'340 RESET 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0773 ***********************************************************************
 TF0773  DESIGNATION -  B 341 RESET
 TF0773  PID         -  TF0773
 TF0773  STATE/COUNTY-  ND/BOTTINEAU
 TF0773  USGS QUAD   -  LANSFORD NE (1949)
 TF0773
 TF0773                         *CURRENT SURVEY CONTROL
 TF0773  ___________________________________________________________________
 TF0773* NAD 83(1986)-  48 39 41.     (N)    101 17 55.     (W)     SCALED    
 TF0773* NAVD 88     -       480.12   (+/-2cm)    1575.2    (feet)  VERTCON   
 TF0773  ___________________________________________________________________
 TF0773  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0773
 TF0773  VERT ORDER  -  THIRD (See Below)
 TF0773
 TF0773.The horizontal coordinates were scaled from a topographic map and have
 TF0773.an estimated accuracy of +/- 6 seconds.
 TF0773
 TF0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0773.The vertical order pertains to the NGVD 29 superseded value.
 TF0773
 TF0773.The geoid height was determined by GEOID03.
 TF0773
 TF0773;                    North         East    Units  Estimated Accuracy
 TF0773;SPC ND N     -   185,030.      541,170.      MT  (+/- 180 meters Scaled)
 TF0773
 TF0773                          SUPERSEDED SURVEY CONTROL
 TF0773
 TF0773  NGVD 29 (11/04/04)  479.75   (m)         1574.0    (f) RESET       3  
 TF0773
 TF0773.Superseded values are not recommended for survey control.
 TF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0773.See file dsdata.txt to determine how the superseded data were derived.
 TF0773
 TF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU307923(NAD 83)
 TF0773_MARKER: DB = BENCH MARK DISK
 TF0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0773_STAMPING: B 341 RESET 1966
 TF0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0773+STABILITY: SURFACE MOTION
 TF0773
 TF0773  HISTORY     - Date     Condition        Report By
 TF0773  HISTORY     - 1966     MONUMENTED       CGS
 TF0773
 TF0773                          STATION DESCRIPTION
 TF0773
 TF0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0773'17.0 MI SE FROM MOHALL.
 TF0773'IN BOTTINEAU COUNTY, 10.0 MILES EAST ALONG STATE HIGHWAY 5 FROM THE
 TF0773'GREAT NORTHERN RAILWAY STATION AT MOHALL, RENVILLE COUNTY, 7.0 MILES
 TF0773'SOUTH ALONG U.S. HIGHWAY 83, IN THE NORTHWEST ANGLE OF A INTERSECTION,
 TF0773'114 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 109 FEET WEST OF THE
 TF0773'CENTERLINE OF U.S. HIGHWAY 83, AND IS SET IN THE TOP OF A ROUND
 TF0773'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0732 ***********************************************************************
 TF0732  DESIGNATION -  B 342 RESET
 TF0732  PID         -  TF0732
 TF0732  STATE/COUNTY-  ND/BOTTINEAU
 TF0732  USGS QUAD   -  ANTLER (1971)
 TF0732
 TF0732                         *CURRENT SURVEY CONTROL
 TF0732  ___________________________________________________________________
 TF0732* NAD 83(1986)-  48 54 29.     (N)    101 18 02.     (W)     SCALED    
 TF0732* NAVD 88     -       468.110  (meters)    1535.79   (feet)  ADJUSTED  
 TF0732  ___________________________________________________________________
 TF0732  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF0732  DYNAMIC HT  -         468.221 (meters)    1536.16  (feet)  COMP
 TF0732  MODELED GRAV-     980,832.5   (mgal)                       NAVD 88
 TF0732
 TF0732  VERT ORDER  -  SECOND    CLASS 0
 TF0732
 TF0732.The horizontal coordinates were scaled from a topographic map and have
 TF0732.an estimated accuracy of +/- 6 seconds.
 TF0732
 TF0732.The orthometric height was determined by differential leveling
 TF0732.and adjusted by the National Geodetic Survey in June 1991..
 TF0732
 TF0732.The geoid height was determined by GEOID03.
 TF0732
 TF0732.The dynamic height is computed by dividing the NAVD 88
 TF0732.geopotential number by the normal gravity value computed on the
 TF0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0732.degrees latitude (g = 980.6199 gals.).
 TF0732
 TF0732.The modeled gravity was interpolated from observed gravity values.
 TF0732
 TF0732;                    North         East    Units  Estimated Accuracy
 TF0732;SPC ND N     -   212,460.      541,310.      MT  (+/- 180 meters Scaled)
 TF0732
 TF0732                          SUPERSEDED SURVEY CONTROL
 TF0732
 TF0732  NGVD 29 (??/??/92)  467.766  (m)         1534.66   (f) ADJ UNCH    2 0
 TF0732
 TF0732.Superseded values are not recommended for survey control.
 TF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0732.See file dsdata.txt to determine how the superseded data were derived.
 TF0732
 TF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV314197(NAD 83)
 TF0732_MARKER: DB = BENCH MARK DISK
 TF0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0732+STABILITY: SURFACE MOTION
 TF0732
 TF0732  HISTORY     - Date     Condition        Report By
 TF0732  HISTORY     - 1963     MONUMENTED       CGS
 TF0732  HISTORY     - 1963     GOOD             NGS
 TF0732
 TF0732                          STATION DESCRIPTION
 TF0732
 TF0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0732'5.05 MI S FROM ANTLER.
 TF0732'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0732'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0732'THENCE 4.0 MILES SOUTH ALONG STATE HIGHWAY 39, IN SECTION 28, T 163 N,
 TF0732'R 82 W, 157 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 229 FEET
 TF0732'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 24 FEET SOUTH OF THE
 TF0732'CENTER OF A WIRE GATE, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 TF0732'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TF0732'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0218 ***********************************************************************
 TG0218  DESIGNATION -  B 343
 TG0218  PID         -  TG0218
 TG0218  STATE/COUNTY-  ND/BURKE
 TG0218  USGS QUAD   -  NORTHGATE (1949)
 TG0218
 TG0218                         *CURRENT SURVEY CONTROL
 TG0218  ___________________________________________________________________
 TG0218* NAD 83(1986)-  48 59 44.     (N)    102 15 47.     (W)     SCALED    
 TG0218* NAVD 88     -       562.073  (meters)    1844.07   (feet)  ADJUSTED  
 TG0218  ___________________________________________________________________
 TG0218  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 TG0218  DYNAMIC HT  -         562.200 (meters)    1844.48  (feet)  COMP
 TG0218  MODELED GRAV-     980,817.1   (mgal)                       NAVD 88
 TG0218
 TG0218  VERT ORDER  -  SECOND    CLASS 0
 TG0218
 TG0218.The horizontal coordinates were scaled from a topographic map and have
 TG0218.an estimated accuracy of +/- 6 seconds.
 TG0218
 TG0218.The orthometric height was determined by differential leveling
 TG0218.and adjusted by the National Geodetic Survey in June 1991..
 TG0218
 TG0218.The geoid height was determined by GEOID03.
 TG0218
 TG0218.The dynamic height is computed by dividing the NAVD 88
 TG0218.geopotential number by the normal gravity value computed on the
 TG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0218.degrees latitude (g = 980.6199 gals.).
 TG0218
 TG0218.The modeled gravity was interpolated from observed gravity values.
 TG0218
 TG0218;                    North         East    Units  Estimated Accuracy
 TG0218;SPC ND N     -   223,360.      470,990.      MT  (+/- 180 meters Scaled)
 TG0218
 TG0218                          SUPERSEDED SURVEY CONTROL
 TG0218
 TG0218  NGVD 29 (??/??/92)  561.688  (m)         1842.80   (f) ADJ UNCH    2 0
 TG0218
 TG0218.Superseded values are not recommended for survey control.
 TG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0218.See file dsdata.txt to determine how the superseded data were derived.
 TG0218
 TG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ001305(NAD 83)
 TG0218_MARKER: DB = BENCH MARK DISK
 TG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0218_STAMPING: B 343 1935
 TG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0218+STABILITY: SURFACE MOTION
 TG0218
 TG0218  HISTORY     - Date     Condition        Report By
 TG0218  HISTORY     - 1935     MONUMENTED       CGS
 TG0218  HISTORY     - 1963     GOOD             NGS
 TG0218
 TG0218                          STATION DESCRIPTION
 TG0218
 TG0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0218'0.2 MI N FROM NORTHGATE.
 TG0218'ABOUT 0.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG0218'STATION AT NORTHGATE, IN SECTION 30, T 164 N, R 89 W, 107 FEET
 TG0218'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 55 FEET WEST OF THE WEST
 TG0218'RAIL, 77 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH
 TG0218'PARALLELS THE TRACK, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 0.9 FEET
 TG0218'NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TG0218'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0670 ***********************************************************************
 TF0670  DESIGNATION -  B 344
 TF0670  PID         -  TF0670
 TF0670  STATE/COUNTY-  ND/BOTTINEAU
 TF0670  USGS QUAD   -  RENVILLE (1950)
 TF0670
 TF0670                         *CURRENT SURVEY CONTROL
 TF0670  ___________________________________________________________________
 TF0670* NAD 83(1986)-  48 51 52.     (N)    101 20 34.     (W)     SCALED    
 TF0670* NAVD 88     -       467.752  (meters)    1534.62   (feet)  ADJUSTED  
 TF0670  ___________________________________________________________________
 TF0670  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF0670  DYNAMIC HT  -         467.859 (meters)    1534.97  (feet)  COMP
 TF0670  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TF0670
 TF0670  VERT ORDER  -  SECOND    CLASS 0
 TF0670
 TF0670.The horizontal coordinates were scaled from a topographic map and have
 TF0670.an estimated accuracy of +/- 6 seconds.
 TF0670
 TF0670.The orthometric height was determined by differential leveling
 TF0670.and adjusted by the National Geodetic Survey in June 1991..
 TF0670
 TF0670.The geoid height was determined by GEOID03.
 TF0670
 TF0670.The dynamic height is computed by dividing the NAVD 88
 TF0670.geopotential number by the normal gravity value computed on the
 TF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0670.degrees latitude (g = 980.6199 gals.).
 TF0670
 TF0670.The modeled gravity was interpolated from observed gravity values.
 TF0670
 TF0670;                    North         East    Units  Estimated Accuracy
 TF0670;SPC ND N     -   207,640.      538,170.      MT  (+/- 180 meters Scaled)
 TF0670
 TF0670                          SUPERSEDED SURVEY CONTROL
 TF0670
 TF0670  NGVD 29 (??/??/92)  467.41   (m)         1533.5    (f) COMPUTED    2 0
 TF0670
 TF0670.Superseded values are not recommended for survey control.
 TF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0670.See file dsdata.txt to determine how the superseded data were derived.
 TF0670
 TF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV281150(NAD 83)
 TF0670_MARKER: DB = BENCH MARK DISK
 TF0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0670_SP_SET: CULVERT
 TF0670_STAMPING: B 344 1935
 TF0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0670
 TF0670  HISTORY     - Date     Condition        Report By
 TF0670  HISTORY     - 1935     MONUMENTED       CGS
 TF0670  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0670
 TF0670                          STATION DESCRIPTION
 TF0670
 TF0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0670'10.3 MI E FROM LORAIN.
 TF0670'IN BOTTINEAU COUNTY, 10.3 MILES EAST ALONG A SECTION-LINE ROAD FROM
 TF0670'THE GREAT NORTHERN RAILWAY STATION AT LORAIN, RENVILLE COUNTY, AT AN
 TF0670'8-FOOT CULVERT, IN THE TOP OF THE SOUTHWEST WING WALL, AND LEVEL WITH
 TF0670'THE ROAD.  A STANDARD DISK, STAMPED B 344 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0570 ***********************************************************************
 TF0570  DESIGNATION -  B 345
 TF0570  PID         -  TF0570
 TF0570  STATE/COUNTY-  ND/BOTTINEAU
 TF0570  USGS QUAD   -  SOURIS (1954)
 TF0570
 TF0570                         *CURRENT SURVEY CONTROL
 TF0570  ___________________________________________________________________
 TF0570* NAD 83(1986)-  48 59 42.     (N)    100 41 13.     (W)     SCALED    
 TF0570* NAVD 88     -       471.200  (meters)    1545.93   (feet)  ADJUSTED  
 TF0570  ___________________________________________________________________
 TF0570  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF0570  DYNAMIC HT  -         471.313 (meters)    1546.30  (feet)  COMP
 TF0570  MODELED GRAV-     980,836.5   (mgal)                       NAVD 88
 TF0570
 TF0570  VERT ORDER  -  SECOND    CLASS 0
 TF0570
 TF0570.The horizontal coordinates were scaled from a topographic map and have
 TF0570.an estimated accuracy of +/- 6 seconds.
 TF0570
 TF0570.The orthometric height was determined by differential leveling
 TF0570.and adjusted by the National Geodetic Survey in June 1991..
 TF0570
 TF0570.The geoid height was determined by GEOID03.
 TF0570
 TF0570.The dynamic height is computed by dividing the NAVD 88
 TF0570.geopotential number by the normal gravity value computed on the
 TF0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0570.degrees latitude (g = 980.6199 gals.).
 TF0570
 TF0570.The modeled gravity was interpolated from observed gravity values.
 TF0570
 TF0570;                    North         East    Units  Estimated Accuracy
 TF0570;SPC ND N     -   221,840.      586,320.      MT  (+/- 180 meters Scaled)
 TF0570
 TF0570                          SUPERSEDED SURVEY CONTROL
 TF0570
 TF0570  NGVD 29 (??/??/92)  470.834  (m)         1544.73   (f) ADJ UNCH    2 0
 TF0570
 TF0570.Superseded values are not recommended for survey control.
 TF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0570.See file dsdata.txt to determine how the superseded data were derived.
 TF0570
 TF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV766282(NAD 83)
 TF0570_MARKER: DB = BENCH MARK DISK
 TF0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0570_STAMPING: B 345 1935
 TF0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0570+STABILITY: SURFACE MOTION
 TF0570
 TF0570  HISTORY     - Date     Condition        Report By
 TF0570  HISTORY     - 1935     MONUMENTED       CGS
 TF0570  HISTORY     - 1954     MARK NOT FOUND   NGS
 TF0570
 TF0570                          STATION DESCRIPTION
 TF0570
 TF0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TF0570'6.0 MI N FROM SOURIS.
 TF0570'6.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE
 TF0570'GREAT NORTHERN RAILWAY AT SOURIS, BOTTINEAU COUNTY, 0.3 MILE SOUTH OF
 TF0570'THE UNITED STATES-CANADIAN BOUNDARY, AT A ROAD INTERSECTION, 45 FEET
 TF0570'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 32 FEET NORTH
 TF0570'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED
 TF0570'B 345 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0237 ***********************************************************************
 TF0237  DESIGNATION -  B 348
 TF0237  PID         -  TF0237
 TF0237  STATE/COUNTY-  ND/MCHENRY
 TF0237  USGS QUAD   -  TOWNER (1980)
 TF0237
 TF0237                         *CURRENT SURVEY CONTROL
 TF0237  ___________________________________________________________________
 TF0237* NAD 83(1986)-  48 22 16.     (N)    100 26 47.     (W)     SCALED    
 TF0237* NAVD 88     -       446.669  (meters)    1465.45   (feet)  ADJUSTED  
 TF0237  ___________________________________________________________________
 TF0237  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0237  DYNAMIC HT  -         446.761 (meters)    1465.75  (feet)  COMP
 TF0237  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 TF0237
 TF0237  VERT ORDER  -  SECOND    CLASS 0
 TF0237
 TF0237.The horizontal coordinates were scaled from a topographic map and have
 TF0237.an estimated accuracy of +/- 6 seconds.
 TF0237
 TF0237.The orthometric height was determined by differential leveling
 TF0237.and adjusted by the National Geodetic Survey in June 1991..
 TF0237
 TF0237.The geoid height was determined by GEOID03.
 TF0237
 TF0237.The dynamic height is computed by dividing the NAVD 88
 TF0237.geopotential number by the normal gravity value computed on the
 TF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0237.degrees latitude (g = 980.6199 gals.).
 TF0237
 TF0237.The modeled gravity was interpolated from observed gravity values.
 TF0237
 TF0237;                    North         East    Units  Estimated Accuracy
 TF0237;SPC ND N     -   152,450.      603,970.      MT  (+/- 180 meters Scaled)
 TF0237
 TF0237                          SUPERSEDED SURVEY CONTROL
 TF0237
 TF0237  NGVD 29 (??/??/92)  446.299  (m)         1464.23   (f) ADJ UNCH    2 0
 TF0237
 TF0237.Superseded values are not recommended for survey control.
 TF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0237.See file dsdata.txt to determine how the superseded data were derived.
 TF0237
 TF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU928585(NAD 83)
 TF0237_MARKER: DB = BENCH MARK DISK
 TF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0237_STAMPING: B 348 1935
 TF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0237+STABILITY: SURFACE MOTION
 TF0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF0237+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 TF0237
 TF0237  HISTORY     - Date     Condition        Report By
 TF0237  HISTORY     - 1935     MONUMENTED       CGS
 TF0237  HISTORY     - 20041118 GOOD             NDWC
 TF0237
 TF0237                          STATION DESCRIPTION
 TF0237
 TF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0237'2.4 MI NW FROM TOWNER.
 TF0237'2.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER
 TF0237'TOWER AT TOWNER, MCHENRY COUNTY, 12 POLES NORTHWEST OF MILEPOST 2, AT
 TF0237'A ROAD CROSSING, 54 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 38
 TF0237'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTHWEST OF THE
 TF0237'CENTERLINE OF STATE HIGHWAY 14, 6 FEET NORTHWEST OF A POLE IN A LINE
 TF0237'OF POLES, AND 1/2 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TF0237'B 348 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0237
 TF0237                          STATION RECOVERY (2004)
 TF0237
 TF0237'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0109 ***********************************************************************
 RQ0109  DESIGNATION -  B 35
 RQ0109  PID         -  RQ0109
 RQ0109  STATE/COUNTY-  ND/DICKEY
 RQ0109  USGS QUAD   -  FULLERTON SE (1955)
 RQ0109
 RQ0109                         *CURRENT SURVEY CONTROL
 RQ0109  ___________________________________________________________________
 RQ0109* NAD 83(1986)-  46 01 20.     (N)    098 17 51.     (W)     SCALED    
 RQ0109* NAVD 88     -       420.647  (meters)    1380.07   (feet)  ADJUSTED  
 RQ0109  ___________________________________________________________________
 RQ0109  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 RQ0109  DYNAMIC HT  -         420.633 (meters)    1380.03  (feet)  COMP
 RQ0109  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 RQ0109
 RQ0109  VERT ORDER  -  SECOND    CLASS 0
 RQ0109
 RQ0109.The horizontal coordinates were scaled from a topographic map and have
 RQ0109.an estimated accuracy of +/- 6 seconds.
 RQ0109
 RQ0109.The orthometric height was determined by differential leveling
 RQ0109.and adjusted by the National Geodetic Survey in June 1991..
 RQ0109
 RQ0109.The geoid height was determined by GEOID03.
 RQ0109
 RQ0109.The dynamic height is computed by dividing the NAVD 88
 RQ0109.geopotential number by the normal gravity value computed on the
 RQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0109.degrees latitude (g = 980.6199 gals.).
 RQ0109
 RQ0109.The modeled gravity was interpolated from observed gravity values.
 RQ0109
 RQ0109;                    North         East    Units  Estimated Accuracy
 RQ0109;SPC ND S     -    41,910.      770,530.      MT  (+/- 180 meters Scaled)
 RQ0109
 RQ0109                          SUPERSEDED SURVEY CONTROL
 RQ0109
 RQ0109  NGVD 29 (??/??/92)  420.302  (m)         1378.94   (f) ADJ UNCH    2 0
 RQ0109
 RQ0109.Superseded values are not recommended for survey control.
 RQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0109.See file dsdata.txt to determine how the superseded data were derived.
 RQ0109
 RQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR543967(NAD 83)
 RQ0109_MARKER: DB = BENCH MARK DISK
 RQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0109_STAMPING: B 35 1934
 RQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0109+STABILITY: SURFACE MOTION
 RQ0109
 RQ0109  HISTORY     - Date     Condition        Report By
 RQ0109  HISTORY     - 1934     MONUMENTED       CGS
 RQ0109
 RQ0109                          STATION DESCRIPTION
 RQ0109
 RQ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0109'4.0 MI E FROM SILVERLEAF.
 RQ0109'4.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RQ0109'SILVER LEAF, DICKEY COUNTY, 6 POLES EAST OF MILEPOST 38, AT A
 RQ0109'PUBLIC-ROAD CROSSING, 114 FEET EAST OF A CROSSING SIGNAL, 36 FEET WEST
 RQ0109'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE
 RQ0109'TRACK, 2 FEET NORTH AND 7 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER,
 RQ0109'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 35
 RQ0109'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0253 ***********************************************************************
 TF0253  DESIGNATION -  B 351
 TF0253  PID         -  TF0253
 TF0253  STATE/COUNTY-  ND/MCHENRY
 TF0253  USGS QUAD   -  TOWNER NW (1980)
 TF0253
 TF0253                         *CURRENT SURVEY CONTROL
 TF0253  ___________________________________________________________________
 TF0253* NAD 83(1986)-  48 24 01.     (N)    100 29 01.     (W)     SCALED    
 TF0253* NAVD 88     -       453.789  (meters)    1488.81   (feet)  ADJUSTED  
 TF0253  ___________________________________________________________________
 TF0253  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0253  DYNAMIC HT  -         453.883 (meters)    1489.11  (feet)  COMP
 TF0253  MODELED GRAV-     980,803.2   (mgal)                       NAVD 88
 TF0253
 TF0253  VERT ORDER  -  SECOND    CLASS 0
 TF0253
 TF0253.The horizontal coordinates were scaled from a topographic map and have
 TF0253.an estimated accuracy of +/- 6 seconds.
 TF0253
 TF0253.The orthometric height was determined by differential leveling
 TF0253.and adjusted by the National Geodetic Survey in June 1991..
 TF0253
 TF0253.The geoid height was determined by GEOID03.
 TF0253
 TF0253.The dynamic height is computed by dividing the NAVD 88
 TF0253.geopotential number by the normal gravity value computed on the
 TF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0253.degrees latitude (g = 980.6199 gals.).
 TF0253
 TF0253.The modeled gravity was interpolated from observed gravity values.
 TF0253
 TF0253;                    North         East    Units  Estimated Accuracy
 TF0253;SPC ND N     -   155,690.      601,210.      MT  (+/- 180 meters Scaled)
 TF0253
 TF0253                          SUPERSEDED SURVEY CONTROL
 TF0253
 TF0253  NGVD 29 (??/??/92)  453.415  (m)         1487.58   (f) ADJ UNCH    2 0
 TF0253
 TF0253.Superseded values are not recommended for survey control.
 TF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0253.See file dsdata.txt to determine how the superseded data were derived.
 TF0253
 TF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU901618(NAD 83)
 TF0253_MARKER: DB = BENCH MARK DISK
 TF0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0253_STAMPING: B 351 1935
 TF0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0253+STABILITY: SURFACE MOTION
 TF0253
 TF0253  HISTORY     - Date     Condition        Report By
 TF0253  HISTORY     - 1935     MONUMENTED       CGS
 TF0253
 TF0253                          STATION DESCRIPTION
 TF0253
 TF0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0253'4.8 MI NW FROM TOWNER.
 TF0253'4.8 MILES NORTHWEST ALONG THE BANTRY ROAD FROM THE GREAT NORTHERN
 TF0253'RAILWAY WATER TOWER AT TOWNER, MCHENRY COUNTY, 1-1/3 POLES NORTHWEST
 TF0253'OF MILEPOST 5, AT THE CROSSING OF STATE HIGHWAY 14 AND THE GREAT
 TF0253'NORTHERN RAILWAY, 108 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 TF0253'40 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTHWEST
 TF0253'OF A POLE, AND 2-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK,
 TF0253'STAMPED B 351 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1415 ***********************************************************************
 TG1415  DESIGNATION -  B 355
 TG1415  PID         -  TG1415
 TG1415  STATE/COUNTY-  ND/WILLIAMS
 TG1415  USGS QUAD   -  BONETRAILL SW (1974)
 TG1415
 TG1415                         *CURRENT SURVEY CONTROL
 TG1415  ___________________________________________________________________
 TG1415* NAD 83(1986)-  48 20 32.     (N)    103 54 24.     (W)     SCALED    
 TG1415* NAVD 88     -       686.515  (meters)    2252.34   (feet)  ADJUSTED  
 TG1415  ___________________________________________________________________
 TG1415  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG1415  DYNAMIC HT  -         686.592 (meters)    2252.59  (feet)  COMP
 TG1415  MODELED GRAV-     980,701.8   (mgal)                       NAVD 88
 TG1415
 TG1415  VERT ORDER  -  SECOND    CLASS 0
 TG1415
 TG1415.The horizontal coordinates were scaled from a topographic map and have
 TG1415.an estimated accuracy of +/- 6 seconds.
 TG1415
 TG1415.The orthometric height was determined by differential leveling
 TG1415.and adjusted by the National Geodetic Survey in June 1991..
 TG1415
 TG1415.The geoid height was determined by GEOID03.
 TG1415
 TG1415.The dynamic height is computed by dividing the NAVD 88
 TG1415.geopotential number by the normal gravity value computed on the
 TG1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1415.degrees latitude (g = 980.6199 gals.).
 TG1415
 TG1415.The modeled gravity was interpolated from observed gravity values.
 TG1415
 TG1415;                    North         East    Units  Estimated Accuracy
 TG1415;SPC ND N     -   154,820.      347,560.      MT  (+/- 180 meters Scaled)
 TG1415
 TG1415                          SUPERSEDED SURVEY CONTROL
 TG1415
 TG1415  NGVD 29 (??/??/92)  685.990  (m)         2250.62   (f) ADJ UNCH    2 0
 TG1415
 TG1415.Superseded values are not recommended for survey control.
 TG1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1415.See file dsdata.txt to determine how the superseded data were derived.
 TG1415
 TG1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP810549(NAD 83)
 TG1415_MARKER: DB = BENCH MARK DISK
 TG1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1415_STAMPING: B-355 1935
 TG1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1415+STABILITY: SURFACE MOTION
 TG1415
 TG1415  HISTORY     - Date     Condition        Report By
 TG1415  HISTORY     - 1935     MONUMENTED       CGS
 TG1415  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1415
 TG1415                          STATION DESCRIPTION
 TG1415
 TG1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1415'30.0 MI NE FROM BAINVILLE, MT.
 TG1415'15.0 MILES EAST, THENCE 6.0 MILES NORTH, THENCE 1.0 MILES WEST, THENCE
 TG1415'8.0 MILES NORTH OF THE DEPOT.  ALONG THE TRENTON-GRENORA ROAD. 1 MILE
 TG1415'EAST, THENCE 2.8 MILES NORTH WEST, THENCE 1 MILE NORTH, THENCE 1 MILE
 TG1415'WEST, THENCE 16 MILES NORTH, THENCE 1 MILE WEST OF TRENTON. AT THE
 TG1415'NORTH EAST CORNER OF SEC. 15. T-156, R-103.  AT EAST-WEST ROAD
 TG1415'CROSSING.  SET 24 FEET SOUTH, THENCE 36 FEET WEST OF CENTERLINE OF THE
 TG1415'CROSSING.  3 FEET NORTH OF RIGHT-OF-WAY FENCE CORNER. AT ROAD LEVEL.
 TG1415
 TG1415                          STATION RECOVERY (1974)
 TG1415
 TG1415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1510 ***********************************************************************
 TG1510  DESIGNATION -  B 356
 TG1510  PID         -  TG1510
 TG1510  STATE/COUNTY-  ND/WILLIAMS
 TG1510  USGS QUAD   -  HANKS (1948)
 TG1510
 TG1510                         *CURRENT SURVEY CONTROL
 TG1510  ___________________________________________________________________
 TG1510* NAD 83(1986)-  48 35 04.     (N)    103 45 31.     (W)     SCALED    
 TG1510* NAVD 88     -       628.396  (meters)    2061.66   (feet)  ADJUSTED  
 TG1510  ___________________________________________________________________
 TG1510  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG1510  DYNAMIC HT  -         628.492 (meters)    2061.98  (feet)  COMP
 TG1510  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG1510
 TG1510  VERT ORDER  -  SECOND    CLASS 0
 TG1510
 TG1510.The horizontal coordinates were scaled from a topographic map and have
 TG1510.an estimated accuracy of +/- 6 seconds.
 TG1510
 TG1510.The orthometric height was determined by differential leveling
 TG1510.and adjusted by the National Geodetic Survey in June 1991..
 TG1510
 TG1510.The geoid height was determined by GEOID03.
 TG1510
 TG1510.The dynamic height is computed by dividing the NAVD 88
 TG1510.geopotential number by the normal gravity value computed on the
 TG1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1510.degrees latitude (g = 980.6199 gals.).
 TG1510
 TG1510.The modeled gravity was interpolated from observed gravity values.
 TG1510
 TG1510;                    North         East    Units  Estimated Accuracy
 TG1510;SPC ND N     -   181,250.      359,660.      MT  (+/- 180 meters Scaled)
 TG1510
 TG1510                          SUPERSEDED SURVEY CONTROL
 TG1510
 TG1510  NGVD 29 (??/??/92)  627.908  (m)         2060.06   (f) ADJ UNCH    2 0
 TG1510
 TG1510.Superseded values are not recommended for survey control.
 TG1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1510.See file dsdata.txt to determine how the superseded data were derived.
 TG1510
 TG1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP915820(NAD 83)
 TG1510_MARKER: DB = BENCH MARK DISK
 TG1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1510_STAMPING: B 356 1935
 TG1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1510+STABILITY: SURFACE MOTION
 TG1510
 TG1510  HISTORY     - Date     Condition        Report By
 TG1510  HISTORY     - 1935     MONUMENTED       CGS
 TG1510  HISTORY     - 1981     GOOD             NGS
 TG1510
 TG1510                          STATION DESCRIPTION
 TG1510
 TG1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1510'2.4 MI E FROM HANKS.
 TG1510'2.4 MILES EAST OF DEPOT AT ALONG THE GREAT NORTHERN RAILWAY, 6 1/2
 TG1510'POLES EAST OF MILEPOLE NO. 78, AT PRIVATE ROAD CROSSING.  SET 15 FT
 TG1510'WEST OF CENTERLINE OF GATE TO CROSSING, 53 FT SOUTH OF CENTERLINE OF
 TG1510'TRACK, 78 FT NORTH OF CENTERLINE OF HIWAY (STATE NO. 50), 4 FT EAST OF
 TG1510'POWER LINE POLE IN LINE OF POLES, AND 3 FEET BELOW RAIL LEVEL.
 TG1510
 TG1510                          STATION RECOVERY (1981)
 TG1510
 TG1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1377 ***********************************************************************
 TG1377  DESIGNATION -  B 358
 TG1377  PID         -  TG1377
 TG1377  STATE/COUNTY-  ND/WILLIAMS
 TG1377  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1377
 TG1377                         *CURRENT SURVEY CONTROL
 TG1377  ___________________________________________________________________
 TG1377* NAD 83(1986)-  48 17 56.     (N)    103 33 40.     (W)     SCALED    
 TG1377* NAVD 88     -       585.584  (meters)    1921.20   (feet)  POSTED    
 TG1377  ___________________________________________________________________
 TG1377  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1377  DYNAMIC HT  -         585.670 (meters)    1921.49  (feet)  COMP
 TG1377  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 TG1377
 TG1377  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1377
 TG1377.The horizontal coordinates were scaled from a topographic map and have
 TG1377.an estimated accuracy of +/- 6 seconds.
 TG1377
 TG1377.The orthometric height was determined by differential leveling
 TG1377.and adjusted by the National Geodetic Survey in 1992..
 TG1377.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1377.rate of 0.0 thru 1.0 mm/km.
 TG1377
 TG1377.The geoid height was determined by GEOID03.
 TG1377
 TG1377.The dynamic height is computed by dividing the NAVD 88
 TG1377.geopotential number by the normal gravity value computed on the
 TG1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1377.degrees latitude (g = 980.6199 gals.).
 TG1377
 TG1377.The modeled gravity was interpolated from observed gravity values.
 TG1377
 TG1377;                    North         East    Units  Estimated Accuracy
 TG1377;SPC ND N     -   148,930.      372,960.      MT  (+/- 180 meters Scaled)
 TG1377
 TG1377                          SUPERSEDED SURVEY CONTROL
 TG1377
 TG1377  NGVD 29 (??/??/92)  585.105  (m)         1919.63   (f) ADJ UNCH    2 0
 TG1377
 TG1377.Superseded values are not recommended for survey control.
 TG1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1377.See file dsdata.txt to determine how the superseded data were derived.
 TG1377
 TG1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP067505(NAD 83)
 TG1377_MARKER: DB = BENCH MARK DISK
 TG1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1377_STAMPING: B 358 1935
 TG1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1377+STABILITY: SURFACE MOTION
 TG1377
 TG1377  HISTORY     - Date     Condition        Report By
 TG1377  HISTORY     - 1935     MONUMENTED       CGS
 TG1377  HISTORY     - 1976     GOOD             NDHD
 TG1377
 TG1377                          STATION DESCRIPTION
 TG1377
 TG1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1377'9.8 MI N FROM WILLISTON.
 TG1377'9.8 MILES NORTH ALONG U. S. HIGHWAY 85 FROM THE FIRST NATIONAL BANK
 TG1377'BUILDING AT WILLISTON, WILLIAMS COUNTY, 3.0 MILES EAST ALONG U. S.
 TG1377'HIGHWAY 2, AND 1.0 MILE NORTH ALONG A ROAD.  AT THE SOUTHWEST CORNER
 TG1377'OF SECTION 28, T 156 N, R 100 W, AT A DIM-ROAD INTERSECTION, 36 FEET
 TG1377'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 30 FEET EAST OF THE
 TG1377'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2.5 FEET NORTHWEST OF THE
 TG1377'RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TG1377'STAMPED B 358 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TG1377
 TG1377                          STATION RECOVERY (1976)
 TG1377
 TG1377'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1976
 TG1377'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1391 ***********************************************************************
 TG1391  DESIGNATION -  B 359
 TG1391  PID         -  TG1391
 TG1391  STATE/COUNTY-  ND/WILLIAMS
 TG1391  USGS QUAD   -  TWIN LAKES (1974)
 TG1391
 TG1391                         *CURRENT SURVEY CONTROL
 TG1391  ___________________________________________________________________
 TG1391* NAD 83(1986)-  48 24 59.     (N)    103 37 28.     (W)     SCALED    
 TG1391* NAVD 88     -       591.813  (meters)    1941.64   (feet)  ADJUSTED  
 TG1391  ___________________________________________________________________
 TG1391  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1391  DYNAMIC HT  -         591.901 (meters)    1941.93  (feet)  COMP
 TG1391  MODELED GRAV-     980,740.9   (mgal)                       NAVD 88
 TG1391
 TG1391  VERT ORDER  -  SECOND    CLASS 0
 TG1391
 TG1391.The horizontal coordinates were scaled from a topographic map and have
 TG1391.an estimated accuracy of +/- 6 seconds.
 TG1391
 TG1391.The orthometric height was determined by differential leveling
 TG1391.and adjusted by the National Geodetic Survey in June 1991..
 TG1391
 TG1391.The geoid height was determined by GEOID03.
 TG1391
 TG1391.The dynamic height is computed by dividing the NAVD 88
 TG1391.geopotential number by the normal gravity value computed on the
 TG1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1391.degrees latitude (g = 980.6199 gals.).
 TG1391
 TG1391.The modeled gravity was interpolated from observed gravity values.
 TG1391
 TG1391;                    North         East    Units  Estimated Accuracy
 TG1391;SPC ND N     -   162,170.      368,790.      MT  (+/- 180 meters Scaled)
 TG1391
 TG1391                          SUPERSEDED SURVEY CONTROL
 TG1391
 TG1391  NGVD 29 (??/??/92)  591.334  (m)         1940.07   (f) ADJ UNCH    2 0
 TG1391
 TG1391.Superseded values are not recommended for survey control.
 TG1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1391.See file dsdata.txt to determine how the superseded data were derived.
 TG1391
 TG1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP017634(NAD 83)
 TG1391_MARKER: DB = BENCH MARK DISK
 TG1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1391_STAMPING: B-359 1935
 TG1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1391+STABILITY: SURFACE MOTION
 TG1391
 TG1391  HISTORY     - Date     Condition        Report By
 TG1391  HISTORY     - 1935     MONUMENTED       CGS
 TG1391
 TG1391                          STATION DESCRIPTION
 TG1391
 TG1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1391'18.5 MI SW FROM ALAMO.
 TG1391'ALONG U S HIWAY NO. 85, 10.6 MILES SOUTH OF GREAT NORTHERN RAILWAY, AT
 TG1391'THE SOUTHWEST CORNER OF SECTION 16, TOWNSHIP 157, RANGE 100, AT
 TG1391'JUNCTION OF T ROAD EAST.  SET 225 FT NORTH OF CENTERLINE OF JUNCTION,
 TG1391'47 FT EAST OF CENTERLINE OF HIWAY, AND 45 FT NORTH OF CENTERLINE OF
 TG1391'INTERSECTION OF NORTH FORK OF Y APPROACH.  4 FT SOUTH, THENCE 2 FT
 TG1391'EAST OF RIGHT OF WAY FENCE CORNER, AND 5 1/2 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1392 ***********************************************************************
 TG1392  DESIGNATION -  B 359 RESET
 TG1392  PID         -  TG1392
 TG1392  STATE/COUNTY-  ND/WILLIAMS
 TG1392  USGS QUAD   -  TWIN LAKES (1974)
 TG1392
 TG1392                         *CURRENT SURVEY CONTROL
 TG1392  ___________________________________________________________________
 TG1392* NAD 83(1986)-  48 24 59.     (N)    103 37 28.     (W)     SCALED    
 TG1392* NAVD 88     -       591.99   (+/-2cm)    1942.2    (feet)  VERTCON   
 TG1392  ___________________________________________________________________
 TG1392  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1392
 TG1392  VERT ORDER  -  THIRD (See Below)
 TG1392
 TG1392.The horizontal coordinates were scaled from a topographic map and have
 TG1392.an estimated accuracy of +/- 6 seconds.
 TG1392
 TG1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1392.The vertical order pertains to the NGVD 29 superseded value.
 TG1392
 TG1392.The geoid height was determined by GEOID03.
 TG1392
 TG1392;                    North         East    Units  Estimated Accuracy
 TG1392;SPC ND N     -   162,170.      368,790.      MT  (+/- 180 meters Scaled)
 TG1392
 TG1392                          SUPERSEDED SURVEY CONTROL
 TG1392
 TG1392  NGVD 29 (11/04/04)  591.52   (m)         1940.7    (f) RESET       3  
 TG1392
 TG1392.Superseded values are not recommended for survey control.
 TG1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1392.See file dsdata.txt to determine how the superseded data were derived.
 TG1392
 TG1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP017634(NAD 83)
 TG1392_MARKER: DB = BENCH MARK DISK
 TG1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1392_STAMPING: B 359 RESET 1961
 TG1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1392+STABILITY: SURFACE MOTION
 TG1392
 TG1392  HISTORY     - Date     Condition        Report By
 TG1392  HISTORY     - 1961     MONUMENTED       CGS
 TG1392  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1392  HISTORY     - 1981     GOOD             NGS
 TG1392
 TG1392                          STATION DESCRIPTION
 TG1392
 TG1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 TG1392'19.2 MI N FROM WILLISTON.
 TG1392'THIS MARK IS LOCATED 19.2 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE
 TG1392'GREAT NORTHERN RAILWAY STATION AT WILLISTON, ABOUT 5.2 MILES NORTH OF
 TG1392'THE JUNCTION OF U.S. HIGHWAY 2, NEAR THE SOUTHWEST CORNER OF SECTION
 TG1392'16, T. 157 N., R. 100 W., TO THE NORTHEAST OF CROSSROADS, ABOUT 225
 TG1392'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, ABOUT 100 FEET
 TG1392'EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A FENCE, AND
 TG1392'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE THE
 TG1392'GROUND.  NOTE-- WHAT APPEARED TO BE A 4X4 WITNESS POST WAS FOUND ABOUT
 TG1392'50 FT FROM SITE INDICATED.  THE POST HAD BEEN BROKEN OFF.
 TG1392
 TG1392                          STATION RECOVERY (1974)
 TG1392
 TG1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1392'MARK NOT FOUND.
 TG1392
 TG1392                          STATION RECOVERY (1981)
 TG1392
 TG1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0329 ***********************************************************************
 RQ0329  DESIGNATION -  B 36 RESET
 RQ0329  PID         -  RQ0329
 RQ0329  STATE/COUNTY-  ND/MCINTOSH
 RQ0329  USGS QUAD   -  COLDWATER LAKE SW (1982)
 RQ0329
 RQ0329                         *CURRENT SURVEY CONTROL
 RQ0329  ___________________________________________________________________
 RQ0329* NAD 83(1986)-  46 01 38.     (N)    099 08 36.     (W)     SCALED    
 RQ0329* NAVD 88     -       593.32   (+/-2cm)    1946.6    (feet)  VERTCON   
 RQ0329  ___________________________________________________________________
 RQ0329  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 RQ0329
 RQ0329  VERT ORDER  -  THIRD (See Below)
 RQ0329
 RQ0329.The horizontal coordinates were scaled from a topographic map and have
 RQ0329.an estimated accuracy of +/- 6 seconds.
 RQ0329
 RQ0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0329.The vertical order pertains to the NGVD 29 superseded value.
 RQ0329
 RQ0329.The geoid height was determined by GEOID03.
 RQ0329
 RQ0329;                    North         East    Units  Estimated Accuracy
 RQ0329;SPC ND S     -    40,990.      705,040.      MT  (+/- 180 meters Scaled)
 RQ0329
 RQ0329                          SUPERSEDED SURVEY CONTROL
 RQ0329
 RQ0329  NGVD 29 (11/04/04)  592.91   (m)         1945.2    (f) RESET       3  
 RQ0329
 RQ0329.Superseded values are not recommended for survey control.
 RQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0329.See file dsdata.txt to determine how the superseded data were derived.
 RQ0329
 RQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR889970(NAD 83)
 RQ0329_MARKER: DB = BENCH MARK DISK
 RQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0329_STAMPING: B 36 RESET 1954
 RQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0329+STABILITY: SURFACE MOTION
 RQ0329
 RQ0329  HISTORY     - Date     Condition        Report By
 RQ0329  HISTORY     - 1954     MONUMENTED       NDHD
 RQ0329
 RQ0329                          STATION DESCRIPTION
 RQ0329
 RQ0329'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1954
 RQ0329'11.0 MI E FROM ASHLEY.
 RQ0329'11.0 MILES EAST ALONG STATE HIGHWAY 11 FROM ASHLEY, MCINTOSH COUNTY,
 RQ0329'AT THE JUNCTION OF A PRIVATE DRIVE TO THE LEFT, 130 FEET WEST OF THE
 RQ0329'CENTERLINE OF THE PRIVATE DRIVE, 99 FEET LEFT (NORTH) OF THE
 RQ0329'CENTERLINE OF THE HIGHWAY, 65 FEET NORTH OF THE END OF A 36-INCH
 RQ0329'CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, AND 8 FEET SOUTH OF A
 RQ0329'POWER-LINE POLE.  A STANDARD DISK, STAMPED, B 36 RESET 1954 AND SET IN
 RQ0329'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1085 ***********************************************************************
 TG1085  DESIGNATION -  B 360
 TG1085  PID         -  TG1085
 TG1085  STATE/COUNTY-  ND/DIVIDE
 TG1085  USGS QUAD   -  AMBROSE (1948)
 TG1085
 TG1085                         *CURRENT SURVEY CONTROL
 TG1085  ___________________________________________________________________
 TG1085* NAD 83(1986)-  48 56 16.     (N)    103 25 18.     (W)     SCALED    
 TG1085* NAVD 88     -       658.778  (meters)    2161.34   (feet)  ADJUSTED  
 TG1085  ___________________________________________________________________
 TG1085  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG1085  DYNAMIC HT  -         658.911 (meters)    2161.78  (feet)  COMP
 TG1085  MODELED GRAV-     980,790.5   (mgal)                       NAVD 88
 TG1085
 TG1085  VERT ORDER  -  SECOND    CLASS 0
 TG1085
 TG1085.The horizontal coordinates were scaled from a topographic map and have
 TG1085.an estimated accuracy of +/- 6 seconds.
 TG1085
 TG1085.The orthometric height was determined by differential leveling
 TG1085.and adjusted by the National Geodetic Survey in June 1991..
 TG1085
 TG1085.The geoid height was determined by GEOID03.
 TG1085
 TG1085.The dynamic height is computed by dividing the NAVD 88
 TG1085.geopotential number by the normal gravity value computed on the
 TG1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1085.degrees latitude (g = 980.6199 gals.).
 TG1085
 TG1085.The modeled gravity was interpolated from observed gravity values.
 TG1085
 TG1085;                    North         East    Units  Estimated Accuracy
 TG1085;SPC ND N     -   219,520.      385,990.      MT  (+/- 180 meters Scaled)
 TG1085
 TG1085                          SUPERSEDED SURVEY CONTROL
 TG1085
 TG1085  NGVD 29 (??/??/92)  658.300  (m)         2159.77   (f) ADJ UNCH    2 0
 TG1085
 TG1085.Superseded values are not recommended for survey control.
 TG1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1085.See file dsdata.txt to determine how the superseded data were derived.
 TG1085
 TG1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ155217(NAD 83)
 TG1085_MARKER: DB = BENCH MARK DISK
 TG1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1085_STAMPING: B-360 1935
 TG1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1085+STABILITY: SURFACE MOTION
 TG1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1085+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 TG1085
 TG1085  HISTORY     - Date     Condition        Report By
 TG1085  HISTORY     - 1935     MONUMENTED       CGS
 TG1085  HISTORY     - 20041109 GOOD             NDWC
 TG1085
 TG1085                          STATION DESCRIPTION
 TG1085
 TG1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1085'7.7 MI NW FROM CROSBY.
 TG1085'ALONG THE FORTUNA ROAD (STATE ROUTE NO. 5) TO A CROSS ROAD 5.7 MILES
 TG1085'WEST OF MAIN STREET AT CROSBY, THENCE NORTH 2 MILES TO A CROSS ROAD.
 TG1085'SET IN POST AT THE NORTHWEST QUARTER OF THE INTERSECTION, 35 FEET
 TG1085'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 35 FEET WEST OF THE
 TG1085'CENTERLINE OF THE NORTH-SOUTH ROAD, 2 FEET ABOVE ROAD LEVEL.
 TG1085
 TG1085                          STATION RECOVERY (2004)
 TG1085
 TG1085'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1076 ***********************************************************************
 TG1076  DESIGNATION -  B 361
 TG1076  PID         -  TG1076
 TG1076  STATE/COUNTY-  ND/DIVIDE
 TG1076  USGS QUAD   -  NOONAN (1981)
 TG1076
 TG1076                         *CURRENT SURVEY CONTROL
 TG1076  ___________________________________________________________________
 TG1076* NAD 83(1986)-  48 58 00.     (N)    103 00 17.     (W)     SCALED    
 TG1076* NAVD 88     -       581.019  (meters)    1906.23   (feet)  ADJUSTED  
 TG1076  ___________________________________________________________________
 TG1076  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1076  DYNAMIC HT  -         581.152 (meters)    1906.66  (feet)  COMP
 TG1076  MODELED GRAV-     980,820.2   (mgal)                       NAVD 88
 TG1076
 TG1076  VERT ORDER  -  SECOND    CLASS 0
 TG1076
 TG1076.The horizontal coordinates were scaled from a topographic map and have
 TG1076.an estimated accuracy of +/- 6 seconds.
 TG1076
 TG1076.The orthometric height was determined by differential leveling
 TG1076.and adjusted by the National Geodetic Survey in June 1991..
 TG1076
 TG1076.The geoid height was determined by GEOID03.
 TG1076
 TG1076.The dynamic height is computed by dividing the NAVD 88
 TG1076.geopotential number by the normal gravity value computed on the
 TG1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1076.degrees latitude (g = 980.6199 gals.).
 TG1076
 TG1076.The modeled gravity was interpolated from observed gravity values.
 TG1076
 TG1076;                    North         East    Units  Estimated Accuracy
 TG1076;SPC ND N     -   221,650.      416,630.      MT  (+/- 180 meters Scaled)
 TG1076
 TG1076                          SUPERSEDED SURVEY CONTROL
 TG1076
 TG1076  NGVD 29 (??/??/92)  580.598  (m)         1904.85   (f) ADJ UNCH    2 0
 TG1076
 TG1076.Superseded values are not recommended for survey control.
 TG1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1076.See file dsdata.txt to determine how the superseded data were derived.
 TG1076
 TG1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ460256(NAD 83)
 TG1076_MARKER: DB = BENCH MARK DISK
 TG1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1076_STAMPING: B-361 1935
 TG1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1076+STABILITY: SURFACE MOTION
 TG1076
 TG1076  HISTORY     - Date     Condition        Report By
 TG1076  HISTORY     - 1935     MONUMENTED       CGS
 TG1076
 TG1076                          STATION DESCRIPTION
 TG1076
 TG1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1076'4.8 MI N FROM NOONAN.
 TG1076'ALONG THE ESTEVAN ROAD (STATE ROUTE NO. 40) TO A CROSS ROAD 4.75 MILES
 TG1076'NORTH OF THE SOO RAILROAD AT NOONAN.  SET IN POST 78 FEET EAST OF THE
 TG1076'CENTERLINE OF THE ESTEVAN ROAD.  30 FEET SOUTH OF THE CENTERLINE OF
 TG1076'THE CROSS ROAD, 48 FEET EAST OF THE CORNER FENCE POST, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1077 ***********************************************************************
 TG1077  DESIGNATION -  B 361 RESET
 TG1077  PID         -  TG1077
 TG1077  STATE/COUNTY-  ND/DIVIDE
 TG1077  USGS QUAD   -  NOONAN (1981)
 TG1077
 TG1077                         *CURRENT SURVEY CONTROL
 TG1077  ___________________________________________________________________
 TG1077* NAD 83(1986)-  48 58 00.     (N)    103 00 17.     (W)     SCALED    
 TG1077* NAVD 88     -       580.91   (+/-2cm)    1905.9    (feet)  VERTCON   
 TG1077  ___________________________________________________________________
 TG1077  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1077
 TG1077  VERT ORDER  -  THIRD (See Below)
 TG1077
 TG1077.The horizontal coordinates were scaled from a topographic map and have
 TG1077.an estimated accuracy of +/- 6 seconds.
 TG1077
 TG1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1077.The vertical order pertains to the NGVD 29 superseded value.
 TG1077
 TG1077.The geoid height was determined by GEOID03.
 TG1077
 TG1077;                    North         East    Units  Estimated Accuracy
 TG1077;SPC ND N     -   221,650.      416,630.      MT  (+/- 180 meters Scaled)
 TG1077
 TG1077                          SUPERSEDED SURVEY CONTROL
 TG1077
 TG1077  NGVD 29 (11/04/04)  580.49   (m)         1904.5    (f) RESET       3  
 TG1077
 TG1077.Superseded values are not recommended for survey control.
 TG1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1077.See file dsdata.txt to determine how the superseded data were derived.
 TG1077
 TG1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ460256(NAD 83)
 TG1077_MARKER: DB = BENCH MARK DISK
 TG1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1077_STAMPING: B 361 RESET 1960
 TG1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1077+STABILITY: SURFACE MOTION
 TG1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1077+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 TG1077
 TG1077  HISTORY     - Date     Condition        Report By
 TG1077  HISTORY     - 1960     MONUMENTED       CGS
 TG1077  HISTORY     - 20041109 GOOD             NDWC
 TG1077
 TG1077                          STATION DESCRIPTION
 TG1077
 TG1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TG1077'4.8 MI N FROM NOONAN.
 TG1077'THE MARK IS LOCATED ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 40 FROM
 TG1077'THE RAILROAD STATION AT NOONAN, IN THE SOUTHEAST ANGLE OF CROSSROADS,
 TG1077'99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 29 FEET SOUTH OF THE
 TG1077'CENTERLINE OF THE EAST-WEST ROAD, 2 FEET NORTH OF AN EAST-WEST FENCE
 TG1077'AND 1 FOOT WEST OF A STEEL POST WITH TOP PAINTED YELLOW, AND SET IN
 TG1077'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 TG1077
 TG1077                          STATION RECOVERY (2004)
 TG1077
 TG1077'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0984 ***********************************************************************
 SN0984  DESIGNATION -  B 362
 SN0984  PID         -  SN0984
 SN0984  STATE/COUNTY-  ND/MERCER
 SN0984  USGS QUAD   -  BEULAH (1980)
 SN0984
 SN0984                         *CURRENT SURVEY CONTROL
 SN0984  ___________________________________________________________________
 SN0984* NAD 83(1986)-  47 15 48.     (N)    101 45 46.     (W)     SCALED    
 SN0984* NAVD 88     -       540.492  (meters)    1773.26   (feet)  ADJUSTED  
 SN0984  ___________________________________________________________________
 SN0984  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 SN0984  DYNAMIC HT  -         540.524 (meters)    1773.37  (feet)  COMP
 SN0984  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 SN0984
 SN0984  VERT ORDER  -  SECOND    CLASS 0
 SN0984
 SN0984.The horizontal coordinates were scaled from a topographic map and have
 SN0984.an estimated accuracy of +/- 6 seconds.
 SN0984
 SN0984.The orthometric height was determined by differential leveling
 SN0984.and adjusted by the National Geodetic Survey in June 1991..
 SN0984
 SN0984.The geoid height was determined by GEOID03.
 SN0984
 SN0984.The dynamic height is computed by dividing the NAVD 88
 SN0984.geopotential number by the normal gravity value computed on the
 SN0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0984.degrees latitude (g = 980.6199 gals.).
 SN0984
 SN0984.The modeled gravity was interpolated from observed gravity values.
 SN0984
 SN0984;                    North         East    Units  Estimated Accuracy
 SN0984;SPC ND S     -   178,250.      504,440.      MT  (+/- 180 meters Scaled)
 SN0984
 SN0984                          SUPERSEDED SURVEY CONTROL
 SN0984
 SN0984  NGVD 29 (??/??/92)  540.082  (m)         1771.92   (f) ADJ UNCH    2 0
 SN0984
 SN0984.Superseded values are not recommended for survey control.
 SN0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0984.See file dsdata.txt to determine how the superseded data were derived.
 SN0984
 SN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT909381(NAD 83)
 SN0984_MARKER: DB = BENCH MARK DISK
 SN0984_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SN0984_SP_SET: 40 FEET
 SN0984_STAMPING: B 362 1958
 SN0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0984
 SN0984  HISTORY     - Date     Condition        Report By
 SN0984  HISTORY     - 1958     MONUMENTED       CGS
 SN0984
 SN0984                          STATION DESCRIPTION
 SN0984
 SN0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0984'0.7 MI E FROM BEULAH.
 SN0984'0.7 MILE EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0984'BEULAH, 3 POLES EAST OF MILEPOST 72, ABOUT 300 FEET SOUTH OF THE
 SN0984'TRACKS AND IN THE YARD OF MR. DAVE RASZLER, 42 FEET EAST-SOUTHEAST OF
 SN0984'THE NORTHEAST CORNER OF A HOUSE, 45 FEET EAST-NORTHEAST OF THE
 SN0984'SOUTHEAST CORNER OF A HOUSE, 14 FEET EAST OF THE CENTER LINE OF A
 SN0984'PRIVATE DRIVEWAY, 2 1/2 FEET NORTH OF A POWER POLE, 2 FEET EAST OF A
 SN0984'FENCE, 1 1/2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, AND ON THE TOP
 SN0984'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 40 FEET
 SN0984'AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0305 ***********************************************************************
 SO0305  DESIGNATION -  B 363
 SO0305  PID         -  SO0305
 SO0305  STATE/COUNTY-  ND/DUNN
 SO0305  USGS QUAD   -  HALLIDAY (1973)
 SO0305
 SO0305                         *CURRENT SURVEY CONTROL
 SO0305  ___________________________________________________________________
 SO0305* NAD 83(1986)-  47 15 31.     (N)    102 20 06.     (W)     SCALED    
 SO0305* NAVD 88     -       681.590  (meters)    2236.18   (feet)  ADJUSTED  
 SO0305  ___________________________________________________________________
 SO0305  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SO0305  DYNAMIC HT  -         681.628 (meters)    2236.31  (feet)  COMP
 SO0305  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 SO0305
 SO0305  VERT ORDER  -  SECOND    CLASS 0
 SO0305
 SO0305.The horizontal coordinates were scaled from a topographic map and have
 SO0305.an estimated accuracy of +/- 6 seconds.
 SO0305
 SO0305.The orthometric height was determined by differential leveling
 SO0305.and adjusted by the National Geodetic Survey in June 1991..
 SO0305
 SO0305.The geoid height was determined by GEOID03.
 SO0305
 SO0305.The dynamic height is computed by dividing the NAVD 88
 SO0305.geopotential number by the normal gravity value computed on the
 SO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0305.degrees latitude (g = 980.6199 gals.).
 SO0305
 SO0305.The modeled gravity was interpolated from observed gravity values.
 SO0305
 SO0305;                    North         East    Units  Estimated Accuracy
 SO0305;SPC ND S     -   178,580.      461,130.      MT  (+/- 180 meters Scaled)
 SO0305
 SO0305                          SUPERSEDED SURVEY CONTROL
 SO0305
 SO0305  NGVD 29 (??/??/92)  681.126  (m)         2234.66   (f) ADJ UNCH    2 0
 SO0305
 SO0305.Superseded values are not recommended for survey control.
 SO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0305.See file dsdata.txt to determine how the superseded data were derived.
 SO0305
 SO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016373(NAD 83)
 SO0305_MARKER: DB = BENCH MARK DISK
 SO0305_SETTING: 80 = SET IN A BOULDER
 SO0305_SP_SET: BOULDER
 SO0305_STAMPING: B 363 1958
 SO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0305+STABILITY: SURFACE MOTION
 SO0305
 SO0305  HISTORY     - Date     Condition        Report By
 SO0305  HISTORY     - 1958     MONUMENTED       CGS
 SO0305  HISTORY     - 1973     MARK NOT FOUND   USGS
 SO0305
 SO0305                          STATION DESCRIPTION
 SO0305
 SO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0305'6.8 MI S FROM HALLIDAY.
 SO0305'ABOUT 0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0305'STATION AT HALLIDAY, THENCE ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY
 SO0305'8, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAYS 8 AND 7, THENCE
 SO0305'ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY 8, IN THE TOP OF THE NORTH
 SO0305'EDGE OF A 4 X 4 FOOT GRANITE BOULDER PROJECTING 2 FEET, 67 FEET EAST
 SO0305'OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF A FENCE, AND ABOUT 2
 SO0305'FEET ABOVE THE LEVEL OF THE ROAD.
 SO0305
 SO0305                          STATION RECOVERY (1973)
 SO0305
 SO0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SO0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1636 ***********************************************************************
 TF1636  DESIGNATION -  B 374
 TF1636  PID         -  TF1636
 TF1636  STATE/COUNTY-  ND/RENVILLE
 TF1636  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1636
 TF1636                         *CURRENT SURVEY CONTROL
 TF1636  ___________________________________________________________________
 TF1636* NAD 83(1986)-  48 47 21.     (N)    101 48 14.     (W)     SCALED    
 TF1636* NAVD 88     -       493.033  (meters)    1617.56   (feet)  ADJUSTED  
 TF1636  ___________________________________________________________________
 TF1636  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 TF1636  DYNAMIC HT  -         493.144 (meters)    1617.92  (feet)  COMP
 TF1636  MODELED GRAV-     980,818.2   (mgal)                       NAVD 88
 TF1636
 TF1636  VERT ORDER  -  SECOND    CLASS 0
 TF1636
 TF1636.The horizontal coordinates were scaled from a topographic map and have
 TF1636.an estimated accuracy of +/- 6 seconds.
 TF1636
 TF1636.The orthometric height was determined by differential leveling
 TF1636.and adjusted by the National Geodetic Survey in June 1991..
 TF1636
 TF1636.The geoid height was determined by GEOID03.
 TF1636
 TF1636.The dynamic height is computed by dividing the NAVD 88
 TF1636.geopotential number by the normal gravity value computed on the
 TF1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1636.degrees latitude (g = 980.6199 gals.).
 TF1636
 TF1636.The modeled gravity was interpolated from observed gravity values.
 TF1636
 TF1636;                    North         East    Units  Estimated Accuracy
 TF1636;SPC ND N     -   199,740.      504,190.      MT  (+/- 180 meters Scaled)
 TF1636
 TF1636                          SUPERSEDED SURVEY CONTROL
 TF1636
 TF1636  NGVD 29 (??/??/92)  492.658  (m)         1616.33   (f) ADJ UNCH    2 0
 TF1636
 TF1636.Superseded values are not recommended for survey control.
 TF1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1636.See file dsdata.txt to determine how the superseded data were derived.
 TF1636
 TF1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV940078(NAD 83)
 TF1636_MARKER: DB = BENCH MARK DISK
 TF1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1636_SP_SET: CULVERT
 TF1636_STAMPING: B 374 1935
 TF1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1636
 TF1636  HISTORY     - Date     Condition        Report By
 TF1636  HISTORY     - 1935     MONUMENTED       CGS
 TF1636  HISTORY     - 1963     GOOD             NGS
 TF1636
 TF1636                          STATION DESCRIPTION
 TF1636
 TF1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1636'5.0 MI NE FROM TOLLEY.
 TF1636'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1636'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1636'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, IN SECTION 10, T 161 N, R
 TF1636'86 W, 60 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 11 FEET
 TF1636'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHWEST ALONG
 TF1636'THE SOUTHWEST SIDE OF THE MOUSE RIVER, SET IN THE TOP CENTER OF THE
 TF1636'NORTHEAST CONCRETE HEADWALL OF AN ARCH TYPE CONCRETE CULVERT WHICH IS
 TF1636'UNDER THE DIRT ROAD, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0228 ***********************************************************************
 RP0228  DESIGNATION -  B 376
 RP0228  PID         -  RP0228
 RP0228  STATE/COUNTY-  ND/RICHLAND
 RP0228  USGS QUAD   -  FAIRMOUNT (1973)
 RP0228
 RP0228                         *CURRENT SURVEY CONTROL
 RP0228  ___________________________________________________________________
 RP0228* NAD 83(1986)-  46 06 31.     (N)    096 36 21.     (W)     SCALED    
 RP0228* NAVD 88     -       297.243  (meters)     975.20   (feet)  ADJUSTED  
 RP0228  ___________________________________________________________________
 RP0228  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RP0228  DYNAMIC HT  -         297.243 (meters)     975.20  (feet)  COMP
 RP0228  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 RP0228
 RP0228  VERT ORDER  -  SECOND    CLASS 0
 RP0228
 RP0228.The horizontal coordinates were scaled from a topographic map and have
 RP0228.an estimated accuracy of +/- 6 seconds.
 RP0228
 RP0228.The orthometric height was determined by differential leveling
 RP0228.and adjusted by the National Geodetic Survey in June 1991..
 RP0228
 RP0228.The geoid height was determined by GEOID03.
 RP0228
 RP0228.The dynamic height is computed by dividing the NAVD 88
 RP0228.geopotential number by the normal gravity value computed on the
 RP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0228.degrees latitude (g = 980.6199 gals.).
 RP0228
 RP0228.The modeled gravity was interpolated from observed gravity values.
 RP0228
 RP0228;                    North         East    Units  Estimated Accuracy
 RP0228;SPC ND S     -    56,590.      900,950.      MT  (+/- 180 meters Scaled)
 RP0228
 RP0228                          SUPERSEDED SURVEY CONTROL
 RP0228
 RP0228  NGVD 29 (??/??/92)  297.018  (m)          974.47   (f) ADJ UNCH    2 0
 RP0228
 RP0228.Superseded values are not recommended for survey control.
 RP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0228.See file dsdata.txt to determine how the superseded data were derived.
 RP0228
 RP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS850089(NAD 83)
 RP0228_MARKER: DB = BENCH MARK DISK
 RP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0228_STAMPING: B 376 1940
 RP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0228+STABILITY: SURFACE MOTION
 RP0228
 RP0228  HISTORY     - Date     Condition        Report By
 RP0228  HISTORY     - 1940     MONUMENTED       CGS
 RP0228  HISTORY     - 1964     MARK NOT FOUND   NGS
 RP0228
 RP0228                          STATION DESCRIPTION
 RP0228
 RP0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0228'3.5 MI N FROM FAIRMOUNT.
 RP0228'3.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0228'RAILWAY FROM THE STATION AT FAIRMOUNT, RICHLAND COUNTY, 4 POLES SOUTH
 RP0228'OF MILEPOST 60, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45.7 FEET
 RP0228'EAST OF THE CENTERLINE OF THE TRACK, 4.5 FEET WEST AND 7.5 FEET NORTH
 RP0228'OF THE FENCE CORNER, 1 FOOT LOWER THAN THE TRACK AND 3.5 FEET NORTH OF
 RP0228'A WHITE WOODEN POST STENCILED U.S.  A STANDARD DISK SET IN THE TOP OF
 RP0228'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0437 ***********************************************************************
 SO0437  DESIGNATION -  B 379
 SO0437  PID         -  SO0437
 SO0437  STATE/COUNTY-  ND/DUNN
 SO0437  USGS QUAD   -  OAKDALE (1974)
 SO0437
 SO0437                         *CURRENT SURVEY CONTROL
 SO0437  ___________________________________________________________________
 SO0437* NAD 83(1986)-  47 29 16.     (N)    102 50 32.     (W)     SCALED    
 SO0437* NAVD 88     -       742.773  (meters)    2436.91   (feet)  ADJUSTED  
 SO0437  ___________________________________________________________________
 SO0437  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SO0437  DYNAMIC HT  -         742.813 (meters)    2437.05  (feet)  COMP
 SO0437  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 SO0437
 SO0437  VERT ORDER  -  SECOND    CLASS 0
 SO0437
 SO0437.The horizontal coordinates were scaled from a topographic map and have
 SO0437.an estimated accuracy of +/- 6 seconds.
 SO0437
 SO0437.The orthometric height was determined by differential leveling
 SO0437.and adjusted by the National Geodetic Survey in June 1991..
 SO0437
 SO0437.The geoid height was determined by GEOID03.
 SO0437
 SO0437.The dynamic height is computed by dividing the NAVD 88
 SO0437.geopotential number by the normal gravity value computed on the
 SO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0437.degrees latitude (g = 980.6199 gals.).
 SO0437
 SO0437.The modeled gravity was interpolated from observed gravity values.
 SO0437
 SO0437;                    North         East    Units  Estimated Accuracy
 SO0437;SPC ND S     -   205,070.      423,510.      MT  (+/- 180 meters Scaled)
 SO0437
 SO0437                          SUPERSEDED SURVEY CONTROL
 SO0437
 SO0437  NGVD 29 (??/??/92)  742.267  (m)         2435.25   (f) ADJ UNCH    2 0
 SO0437
 SO0437.Superseded values are not recommended for survey control.
 SO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0437.See file dsdata.txt to determine how the superseded data were derived.
 SO0437
 SO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN625616(NAD 83)
 SO0437_MARKER: DB = BENCH MARK DISK
 SO0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0437_STAMPING: B-379 1940
 SO0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0437+STABILITY: SURFACE MOTION
 SO0437
 SO0437  HISTORY     - Date     Condition        Report By
 SO0437  HISTORY     - 1940     MONUMENTED       CGS
 SO0437  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0437
 SO0437                          STATION DESCRIPTION
 SO0437
 SO0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0437'12.2 MI N FROM KILLDEER.
 SO0437'LOCATED 12.2 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN
 SO0437'PACIFIC RAILWAY STATION AT KILLDEER, 56 FEET EAST OF THE CENTER LINE
 SO0437'OF THE HIGHWAY, 10 FEET NORTH OF A SECTION LINE ROAD LEADING EAST, 2.6
 SO0437'FEET WEST OF A CORNER FENCE POST, 1 FOOT SOUTH OF A WHITE WOODEN POST
 SO0437'STENCILED U.S.B.M.  A STANDARD DISK STAMPED B-379 1940 AND SET IN THE
 SO0437'TOP OF A CONCRETE POST 0.2 FOOT HIGH.
 SO0437
 SO0437                          STATION RECOVERY (1969)
 SO0437
 SO0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0137 ***********************************************************************
 RQ0137  DESIGNATION -  B 38
 RQ0137  PID         -  RQ0137
 RQ0137  STATE/COUNTY-  ND/DICKEY
 RQ0137  USGS QUAD   -  MONANGO (1982)
 RQ0137
 RQ0137                         *CURRENT SURVEY CONTROL
 RQ0137  ___________________________________________________________________
 RQ0137* NAD 83(1986)-  46 10 21.     (N)    098 35 33.     (W)     SCALED    
 RQ0137* NAVD 88     -       460.437  (meters)    1510.62   (feet)  ADJUSTED  
 RQ0137  ___________________________________________________________________
 RQ0137  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RQ0137  DYNAMIC HT  -         460.431 (meters)    1510.60  (feet)  COMP
 RQ0137  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RQ0137
 RQ0137  VERT ORDER  -  SECOND    CLASS 0
 RQ0137
 RQ0137.The horizontal coordinates were scaled from a topographic map and have
 RQ0137.an estimated accuracy of +/- 6 seconds.
 RQ0137
 RQ0137.The orthometric height was determined by differential leveling
 RQ0137.and adjusted by the National Geodetic Survey in June 1991..
 RQ0137
 RQ0137.The geoid height was determined by GEOID03.
 RQ0137
 RQ0137.The dynamic height is computed by dividing the NAVD 88
 RQ0137.geopotential number by the normal gravity value computed on the
 RQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0137.degrees latitude (g = 980.6199 gals.).
 RQ0137
 RQ0137.The modeled gravity was interpolated from observed gravity values.
 RQ0137
 RQ0137;                    North         East    Units  Estimated Accuracy
 RQ0137;SPC ND S     -    58,020.      747,290.      MT  (+/- 180 meters Scaled)
 RQ0137
 RQ0137                          SUPERSEDED SURVEY CONTROL
 RQ0137
 RQ0137  NGVD 29 (??/??/92)  460.070  (m)         1509.41   (f) ADJ UNCH    2 0
 RQ0137
 RQ0137.Superseded values are not recommended for survey control.
 RQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0137.See file dsdata.txt to determine how the superseded data were derived.
 RQ0137
 RQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS314132(NAD 83)
 RQ0137_MARKER: DB = BENCH MARK DISK
 RQ0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0137_SP_SET: PLATFORM
 RQ0137_STAMPING: B 38 1934
 RQ0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0137
 RQ0137  HISTORY     - Date     Condition        Report By
 RQ0137  HISTORY     - 1934     MONUMENTED       CGS
 RQ0137  HISTORY     - 1942     GOOD             NGS
 RQ0137  HISTORY     - 1970     GOOD             NGS
 RQ0137
 RQ0137                          STATION DESCRIPTION
 RQ0137
 RQ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RQ0137'IN MONANGO.
 RQ0137'AT MONANGO, AT THE WEST ENTRANCE TO THE KEYSTONE PUBLIC SCHOOL, IN THE
 RQ0137'TOP OF THE NORTH END OF THE TOP CONCRETE PLATFORM STEP, AND 6 INCHES
 RQ0137'SOUTH OF THE NORTH EDGE OF THE ENTRANCEWAY.  A STANDARD DISK, STAMPED
 RQ0137'B 38 1934
 RQ0137
 RQ0137                          STATION RECOVERY (1970)
 RQ0137
 RQ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RQ0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0357 ***********************************************************************
 QS0357  DESIGNATION -  B 380
 QS0357  PID         -  QS0357
 QS0357  STATE/COUNTY-  ND/SIOUX
 QS0357  USGS QUAD   -  MAPLE LEAF (1971)
 QS0357
 QS0357                         *CURRENT SURVEY CONTROL
 QS0357  ___________________________________________________________________
 QS0357* NAD 83(1986)-  45 59 15.     (N)    100 54 05.     (W)     SCALED    
 QS0357* NAVD 88     -       649.676  (meters)    2131.48   (feet)  ADJUSTED  
 QS0357  ___________________________________________________________________
 QS0357  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QS0357  DYNAMIC HT  -         649.624 (meters)    2131.31  (feet)  COMP
 QS0357  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 QS0357
 QS0357  VERT ORDER  -  SECOND    CLASS 0
 QS0357
 QS0357.The horizontal coordinates were scaled from a topographic map and have
 QS0357.an estimated accuracy of +/- 6 seconds.
 QS0357
 QS0357.The orthometric height was determined by differential leveling
 QS0357.and adjusted by the National Geodetic Survey in June 1991..
 QS0357
 QS0357.The geoid height was determined by GEOID03.
 QS0357
 QS0357.The dynamic height is computed by dividing the NAVD 88
 QS0357.geopotential number by the normal gravity value computed on the
 QS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0357.degrees latitude (g = 980.6199 gals.).
 QS0357
 QS0357.The modeled gravity was interpolated from observed gravity values.
 QS0357
 QS0357;                    North         East    Units  Estimated Accuracy
 QS0357;SPC ND S     -    35,740.      568,900.      MT  (+/- 180 meters Scaled)
 QS0357
 QS0357                          SUPERSEDED SURVEY CONTROL
 QS0357
 QS0357  NGVD 29 (??/??/92)  649.250  (m)         2130.08   (f) ADJ UNCH    2 0
 QS0357
 QS0357.Superseded values are not recommended for survey control.
 QS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0357.See file dsdata.txt to determine how the superseded data were derived.
 QS0357
 QS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR527944(NAD 83)
 QS0357_MARKER: DB = BENCH MARK DISK
 QS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0357_STAMPING: B 380 1945
 QS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0357+STABILITY: SURFACE MOTION
 QS0357
 QS0357  HISTORY     - Date     Condition        Report By
 QS0357  HISTORY     - 1945     MONUMENTED       CGS
 QS0357  HISTORY     - 1956     GOOD             NGS
 QS0357
 QS0357                          STATION DESCRIPTION
 QS0357
 QS0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 QS0357'3.9 MI SE FROM SELFRIDGE.
 QS0357'ABOUT 3.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE ST. PAUL
 QS0357'AND PACIFIC RAILROAD FROM THE STATION AT SELFRIDGE, SIOUX COUNTY,
 QS0357'19.7 FEET SOUTH OF THE THIRTEENTH POLE NORTH OF MILEPOST 13, 41
 QS0357'FEET WEST OF THE CENTER LINE OF THE TRACK, 9.5 FEET EAST OF THE
 QS0357'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 QS0357'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  AN IRON BENCH-MARK DISK,
 QS0357'STAMPED B 380 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QS0357'ABOUT 4 INCHES ABOVE GROUND.
 QS0357
 QS0357                          STATION RECOVERY (1956)
 QS0357
 QS0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QS0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0274 ***********************************************************************
 RR0274  DESIGNATION -  B 381
 RR0274  PID         -  RR0274
 RR0274  STATE/COUNTY-  ND/BURLEIGH
 RR0274  USGS QUAD   -  BISMARCK (1976)
 RR0274
 RR0274                         *CURRENT SURVEY CONTROL
 RR0274  ___________________________________________________________________
 RR0274* NAD 83(1986)-  46 48 19.     (N)    100 46 01.     (W)     SCALED    
 RR0274* NAVD 88     -       511.204  (meters)    1677.18   (feet)  ADJUSTED  
 RR0274  ___________________________________________________________________
 RR0274  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0274  DYNAMIC HT  -         511.211 (meters)    1677.20  (feet)  COMP
 RR0274  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0274
 RR0274  VERT ORDER  -  FIRST     CLASS II
 RR0274
 RR0274.The horizontal coordinates were scaled from a topographic map and have
 RR0274.an estimated accuracy of +/- 6 seconds.
 RR0274
 RR0274.The orthometric height was determined by differential leveling
 RR0274.and adjusted by the National Geodetic Survey in June 1991..
 RR0274
 RR0274.The geoid height was determined by GEOID03.
 RR0274
 RR0274.The dynamic height is computed by dividing the NAVD 88
 RR0274.geopotential number by the normal gravity value computed on the
 RR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0274.degrees latitude (g = 980.6199 gals.).
 RR0274
 RR0274.The modeled gravity was interpolated from observed gravity values.
 RR0274
 RR0274;                    North         East    Units  Estimated Accuracy
 RR0274;SPC ND S     -   126,600.      579,630.      MT  (+/- 180 meters Scaled)
 RR0274
 RR0274                          SUPERSEDED SURVEY CONTROL
 RR0274
 RR0274  NGVD 29 (??/??/92)  510.790  (m)         1675.82   (f) ADJ UNCH    1 2
 RR0274
 RR0274.Superseded values are not recommended for survey control.
 RR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0274.See file dsdata.txt to determine how the superseded data were derived.
 RR0274
 RR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS651850(NAD 83)
 RR0274_MARKER: DB = BENCH MARK DISK
 RR0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0274_SP_SET: BUILDING
 RR0274_STAMPING: B 381 1945
 RR0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0274
 RR0274  HISTORY     - Date     Condition        Report By
 RR0274  HISTORY     - 1945     MONUMENTED       CGS
 RR0274  HISTORY     - 1962     GOOD             NGS
 RR0274  HISTORY     - 1982     GOOD             NGS
 RR0274
 RR0274                          STATION DESCRIPTION
 RR0274
 RR0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RR0274'IN BISMARCK.
 RR0274'AT BISMARCK, AT THE SWEETHEART BAKERY, AT 1601 MAIN, SET VERTICALLY IN
 RR0274'THE NORTH FACE OF THE BRICK WALL, 42 FEET EAST OF THE CENTER LINE OF
 RR0274'THE NORTH ENTRANCE, 28.7 FEET WEST OF THE NORTHEAST CORNER OF THE
 RR0274'BUILDING, 1.7 FEET ABOVE THE GROUND, ABOUT 1 FOOT HIGHER THAN MAIN
 RR0274'STREET (US HIGHWAY 10).
 RR0274
 RR0274                          STATION RECOVERY (1982)
 RR0274
 RR0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0274'IN BISMARCK, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 RR0274'FOUNDATION OF THE SWEETHEART BREAD BAKERY AT 1601 EAST MAIN STREET,
 RR0274'20.1 M (65.9 FT) W OF THE NE CORNER OF THE BAKERY, AND 14.7 (48.2 FT)
 RR0274'E OF THE CENTER OF THE MAIN ENTRANCE TO THE BAKERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0395 ***********************************************************************
 QS0395  DESIGNATION -  B 382
 QS0395  PID         -  QS0395
 QS0395  STATE/COUNTY-  ND/SIOUX
 QS0395  USGS QUAD   -  MAHTO NE (1966)
 QS0395
 QS0395                         *CURRENT SURVEY CONTROL
 QS0395  ___________________________________________________________________
 QS0395* NAD 83(1986)-  45 57 15.     (N)    100 32 05.     (W)     SCALED    
 QS0395* NAVD 88     -       488.666  (meters)    1603.23   (feet)  POSTED    
 QS0395  ___________________________________________________________________
 QS0395  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 QS0395  DYNAMIC HT  -         488.640 (meters)    1603.15  (feet)  COMP
 QS0395  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 QS0395
 QS0395  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QS0395
 QS0395.The horizontal coordinates were scaled from a topographic map and have
 QS0395.an estimated accuracy of +/- 6 seconds.
 QS0395
 QS0395.The orthometric height was determined by differential leveling
 QS0395.and adjusted by the National Geodetic Survey in 1992..
 QS0395.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QS0395.rate of 4.1 thru 8.0 mm/km.
 QS0395
 QS0395.The geoid height was determined by GEOID03.
 QS0395
 QS0395.The dynamic height is computed by dividing the NAVD 88
 QS0395.geopotential number by the normal gravity value computed on the
 QS0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0395.degrees latitude (g = 980.6199 gals.).
 QS0395
 QS0395.The modeled gravity was interpolated from observed gravity values.
 QS0395
 QS0395;                    North         East    Units  Estimated Accuracy
 QS0395;SPC ND S     -    31,960.      597,310.      MT  (+/- 180 meters Scaled)
 QS0395
 QS0395                          SUPERSEDED SURVEY CONTROL
 QS0395
 QS0395  NGVD 29 (??/??/92)  488.286  (m)         1601.98   (f) ADJ UNCH    2 0
 QS0395
 QS0395.Superseded values are not recommended for survey control.
 QS0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0395.See file dsdata.txt to determine how the superseded data were derived.
 QS0395
 QS0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR810901(NAD 83)
 QS0395_MARKER: DB = BENCH MARK DISK
 QS0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0395_STAMPING: B 382 1945
 QS0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0395+STABILITY: SURFACE MOTION
 QS0395
 QS0395  HISTORY     - Date     Condition        Report By
 QS0395  HISTORY     - 1945     MONUMENTED       CGS
 QS0395  HISTORY     - 1949     GOOD             NGS
 QS0395  HISTORY     - 1959     GOOD             NGS
 QS0395
 QS0395                          STATION DESCRIPTION
 QS0395
 QS0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QS0395'4 MI NW FROM KENEL.
 QS0395'4.0 MILES NORTHWEST ALONG A GRADED GRAVELED ROAD FROM THE
 QS0395'GOVERNMENT SCHOOL AT KENEL, 0.8 MILE NORTH OF THE NORTH DAKOTA
 QS0395'AND SOUTH DAKOTA STATE LINE, EAST OF AND AT THE FOOT OF A SMALL
 QS0395'BLUFF, 27 FEET WEST OF THE CENTER LINE OF ROAD, 1.0 FOOT NORTH
 QS0395'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 QS0395'PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- 1964 USGS REPORT-- THE
 QS0395'TOWN OF KENEL HAS BEEN MOVED 5.0 MILES SOUTH ALONG A GRAVEL
 QS0395'ROAD FROM ITS ORIGINAL SITE.
 QS0395
 QS0395                          STATION RECOVERY (1959)
 QS0395
 QS0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QS0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0046 ***********************************************************************
 RR0046  DESIGNATION -  B 383
 RR0046  PID         -  RR0046
 RR0046  STATE/COUNTY-  ND/EMMONS
 RR0046  USGS QUAD   -  GRASSNA NW (1971)
 RR0046
 RR0046                         *CURRENT SURVEY CONTROL
 RR0046  ___________________________________________________________________
 RR0046* NAD 83(1986)-  46 10 36.     (N)    100 23 52.     (W)     SCALED    
 RR0046* NAVD 88     -       528.635  (meters)    1734.36   (feet)  ADJUSTED  
 RR0046  ___________________________________________________________________
 RR0046  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RR0046  DYNAMIC HT  -         528.613 (meters)    1734.29  (feet)  COMP
 RR0046  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 RR0046
 RR0046  VERT ORDER  -  FIRST     CLASS II
 RR0046
 RR0046.The horizontal coordinates were scaled from a topographic map and have
 RR0046.an estimated accuracy of +/- 6 seconds.
 RR0046
 RR0046.The orthometric height was determined by differential leveling
 RR0046.and adjusted by the National Geodetic Survey in June 1991..
 RR0046
 RR0046.The geoid height was determined by GEOID03.
 RR0046
 RR0046.The dynamic height is computed by dividing the NAVD 88
 RR0046.geopotential number by the normal gravity value computed on the
 RR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0046.degrees latitude (g = 980.6199 gals.).
 RR0046
 RR0046.The modeled gravity was interpolated from observed gravity values.
 RR0046
 RR0046;                    North         East    Units  Estimated Accuracy
 RR0046;SPC ND S     -    56,700.      607,890.      MT  (+/- 180 meters Scaled)
 RR0046
 RR0046                          SUPERSEDED SURVEY CONTROL
 RR0046
 RR0046  NGVD 29 (??/??/92)  528.238  (m)         1733.06   (f) ADJ UNCH    1 2
 RR0046
 RR0046.Superseded values are not recommended for survey control.
 RR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0046.See file dsdata.txt to determine how the superseded data were derived.
 RR0046
 RR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS921146(NAD 83)
 RR0046_MARKER: DB = BENCH MARK DISK
 RR0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0046_SP_SET: BRIDGE
 RR0046_STAMPING: B 383 1945
 RR0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0046
 RR0046  HISTORY     - Date     Condition        Report By
 RR0046  HISTORY     - 1945     MONUMENTED       CGS
 RR0046  HISTORY     - 1949     GOOD             NGS
 RR0046  HISTORY     - 1957     POOR             NGS
 RR0046
 RR0046                          STATION DESCRIPTION
 RR0046
 RR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0046'15.3 MI SW FROM LINTON.
 RR0046'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0046'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0046'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0046'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0046'THENCE 0.5 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH
 RR0046'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 RR0046'ROAD, THENCE 0.1 MILE SOUTH ALONG A GRADED DIRT ROAD, SET IN THE TOP
 RR0046'OF THE NORTHEAST WINGWALL OF A BRIDGE OVER LITTLE BEAVER CREEK, 2.0
 RR0046'FEET NORTHEAST OF THE STEEL RAILING OF THE BRIDGE.  NOTE-- THE DISK
 RR0046'WAS FOUND TO BE SLIGHTLY BATTERED BUT WAS STILL SOLID.
 RR0046
 RR0046                          STATION RECOVERY (1957)
 RR0046
 RR0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0046'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0104 ***********************************************************************
 RR0104  DESIGNATION -  B 384
 RR0104  PID         -  RR0104
 RR0104  STATE/COUNTY-  ND/EMMONS
 RR0104  USGS QUAD   -  CANNON BALL SE (1968)
 RR0104
 RR0104                         *CURRENT SURVEY CONTROL
 RR0104  ___________________________________________________________________
 RR0104* NAD 83(1986)-  46 16 31.     (N)    100 33 01.     (W)     SCALED    
 RR0104* NAVD 88     -       542.391  (meters)    1779.49   (feet)  ADJUSTED  
 RR0104  ___________________________________________________________________
 RR0104  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0104  DYNAMIC HT  -         542.383 (meters)    1779.47  (feet)  COMP
 RR0104  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 RR0104
 RR0104  VERT ORDER  -  SECOND    CLASS 0
 RR0104
 RR0104.The horizontal coordinates were scaled from a topographic map and have
 RR0104.an estimated accuracy of +/- 6 seconds.
 RR0104
 RR0104.The orthometric height was determined by differential leveling
 RR0104.and adjusted by the National Geodetic Survey in June 1991..
 RR0104
 RR0104.The geoid height was determined by GEOID03.
 RR0104
 RR0104.The dynamic height is computed by dividing the NAVD 88
 RR0104.geopotential number by the normal gravity value computed on the
 RR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0104.degrees latitude (g = 980.6199 gals.).
 RR0104
 RR0104.The modeled gravity was interpolated from observed gravity values.
 RR0104
 RR0104;                    North         East    Units  Estimated Accuracy
 RR0104;SPC ND S     -    67,650.      596,130.      MT  (+/- 180 meters Scaled)
 RR0104
 RR0104                          SUPERSEDED SURVEY CONTROL
 RR0104
 RR0104  NGVD 29 (??/??/92)  542.008  (m)         1778.24   (f) ADJ UNCH    2 0
 RR0104
 RR0104.Superseded values are not recommended for survey control.
 RR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0104.See file dsdata.txt to determine how the superseded data were derived.
 RR0104
 RR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS805258(NAD 83)
 RR0104_MARKER: DB = BENCH MARK DISK
 RR0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0104_STAMPING: B 384 1945
 RR0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0104+STABILITY: SURFACE MOTION
 RR0104
 RR0104  HISTORY     - Date     Condition        Report By
 RR0104  HISTORY     - 1945     MONUMENTED       CGS
 RR0104  HISTORY     - 1957     GOOD             NDHD
 RR0104
 RR0104                          STATION DESCRIPTION
 RR0104
 RR0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0104'38.4 MI W FROM LINTON.
 RR0104'TO REACH THE MARK FROM THE RAILROAD STATION AT LINTON, NORTH DAKOTA,
 RR0104'GO SOUTH ALONG U.S. HIGHWAY NO. 83 TO A CROSSROAD RUNNING EAST AND
 RR0104'WEST, THENCE GO WEST ALONG A DIRT ROAD FOR 23.1 MILES TO A NORTH TURN,
 RR0104'THENCE NORTH 9.6 MILES ALONG A GRADED DIRT ROAD, THENCE WEST FOR 1.2
 RR0104'MILES TO THE SITE OF THE MARK.  32.6 FEET SOUTH OF AND ABOUT 1.0 FOOT
 RR0104'LOWER THAN THE CENTER LINE OF THE ROAD.  12.0 FEET SOUTH OF THE EAST
 RR0104'END OF A CONCRETE PIPE CULVERT.  4.0 FEET EAST OF THE EAST END OF A
 RR0104'WIRE GATE.  1.0 FOOT WEST OF A 4X4 INCH WHITE WOODEN REFERENCE POST.
 RR0104'STAMPED B 384 1945.
 RR0104
 RR0104                          STATION RECOVERY (1957)
 RR0104
 RR0104'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1957
 RR0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0306 ***********************************************************************
 RR0306  DESIGNATION -  B 385
 RR0306  PID         -  RR0306
 RR0306  STATE/COUNTY-  ND/MORTON
 RR0306  USGS QUAD   -  BISMARCK (1976)
 RR0306
 RR0306                         *CURRENT SURVEY CONTROL
 RR0306  ___________________________________________________________________
 RR0306* NAD 83(1986)-  46 51 20.     (N)    100 52 26.     (W)     SCALED    
 RR0306* NAVD 88     -       506.174  (meters)    1660.67   (feet)  ADJUSTED  
 RR0306  ___________________________________________________________________
 RR0306  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 RR0306  DYNAMIC HT  -         506.184 (meters)    1660.71  (feet)  COMP
 RR0306  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 RR0306
 RR0306  VERT ORDER  -  SECOND    CLASS 0
 RR0306
 RR0306.The horizontal coordinates were scaled from a topographic map and have
 RR0306.an estimated accuracy of +/- 6 seconds.
 RR0306
 RR0306.The orthometric height was determined by differential leveling
 RR0306.and adjusted by the National Geodetic Survey in June 1991..
 RR0306
 RR0306.The geoid height was determined by GEOID03.
 RR0306
 RR0306.The dynamic height is computed by dividing the NAVD 88
 RR0306.geopotential number by the normal gravity value computed on the
 RR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0306.degrees latitude (g = 980.6199 gals.).
 RR0306
 RR0306.The modeled gravity was interpolated from observed gravity values.
 RR0306
 RR0306;                    North         East    Units  Estimated Accuracy
 RR0306;SPC ND S     -   132,220.      571,490.      MT  (+/- 180 meters Scaled)
 RR0306
 RR0306                          SUPERSEDED SURVEY CONTROL
 RR0306
 RR0306  NGVD 29 (??/??/92)  505.819  (m)         1659.51   (f) ADJ UNCH    2 0
 RR0306
 RR0306.Superseded values are not recommended for survey control.
 RR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0306.See file dsdata.txt to determine how the superseded data were derived.
 RR0306
 RR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS571908(NAD 83)
 RR0306_MARKER: DB = BENCH MARK DISK
 RR0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0306_STAMPING: B 385 1946
 RR0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0306+STABILITY: SURFACE MOTION
 RR0306
 RR0306  HISTORY     - Date     Condition        Report By
 RR0306  HISTORY     - 1946     MONUMENTED       CGS
 RR0306  HISTORY     - 1956     GOOD             NGS
 RR0306  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0306
 RR0306                          STATION DESCRIPTION
 RR0306
 RR0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0306'3.0 MI N FROM MANDAN.
 RR0306'ABOUT 3.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0306'STATION AT MANDAN, ABOUT 55 YARDS NORTH OF MILE POST 2, 35.0 FEET
 RR0306'SOUTHWEST OF AND LEVEL WITH THE CENTER LINE OF THE TRACK, 61.0 FEET
 RR0306'NORTH OF A TELEPHONE POLE AND 2.0 FEET SOUTH OF A 4 X 4 IN. MARKER
 RR0306'POST.  A BRONZE DISK STAMPED B 385 1946 SET IN THE TOP OF A CONCRETE
 RR0306'POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 RR0306
 RR0306                          STATION RECOVERY (1956)
 RR0306
 RR0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0306'RECOVERED IN GOOD CONDITION.
 RR0306
 RR0306                          STATION RECOVERY (1982)
 RR0306
 RR0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1154 ***********************************************************************
 TG1154  DESIGNATION -  B 387
 TG1154  PID         -  TG1154
 TG1154  STATE/COUNTY-  ND/WILLIAMS
 TG1154  USGS QUAD   -  EPPING (1978)
 TG1154
 TG1154                         *CURRENT SURVEY CONTROL
 TG1154  ___________________________________________________________________
 TG1154* NAD 83(1986)-  48 16 55.     (N)    103 19 01.     (W)     SCALED    
 TG1154* NAVD 88     -       697.163  (meters)    2287.28   (feet)  ADJUSTED  
 TG1154  ___________________________________________________________________
 TG1154  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1154  DYNAMIC HT  -         697.258 (meters)    2287.59  (feet)  COMP
 TG1154  MODELED GRAV-     980,724.1   (mgal)                       NAVD 88
 TG1154
 TG1154  VERT ORDER  -  FIRST     CLASS II
 TG1154
 TG1154.The horizontal coordinates were scaled from a topographic map and have
 TG1154.an estimated accuracy of +/- 6 seconds.
 TG1154
 TG1154.The orthometric height was determined by differential leveling
 TG1154.and adjusted by the National Geodetic Survey in June 1991..
 TG1154
 TG1154.The geoid height was determined by GEOID03.
 TG1154
 TG1154.The dynamic height is computed by dividing the NAVD 88
 TG1154.geopotential number by the normal gravity value computed on the
 TG1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1154.degrees latitude (g = 980.6199 gals.).
 TG1154
 TG1154.The modeled gravity was interpolated from observed gravity values.
 TG1154
 TG1154;                    North         East    Units  Estimated Accuracy
 TG1154;SPC ND N     -   146,350.      390,990.      MT  (+/- 180 meters Scaled)
 TG1154
 TG1154                          SUPERSEDED SURVEY CONTROL
 TG1154
 TG1154  NGVD 29 (??/??/92)  696.666  (m)         2285.64   (f) ADJ UNCH    1 2
 TG1154
 TG1154.Superseded values are not recommended for survey control.
 TG1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1154.See file dsdata.txt to determine how the superseded data were derived.
 TG1154
 TG1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP248490(NAD 83)
 TG1154_MARKER: DB = BENCH MARK DISK
 TG1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1154_STAMPING: B 387 1946
 TG1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1154+STABILITY: SURFACE MOTION
 TG1154
 TG1154  HISTORY     - Date     Condition        Report By
 TG1154  HISTORY     - 1946     MONUMENTED       CGS
 TG1154  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1154
 TG1154                          STATION DESCRIPTION
 TG1154
 TG1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1154'2.0 MI E FROM EPPING.
 TG1154'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1154'STATION AT EPPING, ABOUT 68 YARDS SOUTH OF AND ACROSS THE TRACKS FROM
 TG1154'THE FIFTH POLE WEST OF MILE POST 102, 98.0 FEET SOUTH OF AND ABOUT 2.0
 TG1154'FEET LOWER THAN THE CENTER LINE OF THE SOUTH TRACK, 1.0 FOOT NORTH OF
 TG1154'THE RIGHT OF WAY FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 TG1154'BRONZE DISK STAMPED B 387 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1154'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG1154
 TG1154                          STATION RECOVERY (1981)
 TG1154
 TG1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1213 ***********************************************************************
 TG1213  DESIGNATION -  B 388
 TG1213  PID         -  TG1213
 TG1213  STATE/COUNTY-  ND/WILLIAMS
 TG1213  USGS QUAD   -  GAMACHE CREEK (1978)
 TG1213
 TG1213                         *CURRENT SURVEY CONTROL
 TG1213  ___________________________________________________________________
 TG1213* NAD 83(1986)-  48 09 20.     (N)    103 18 52.     (W)     SCALED    
 TG1213* NAVD 88     -       743.456  (meters)    2439.16   (feet)  ADJUSTED  
 TG1213  ___________________________________________________________________
 TG1213  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG1213  DYNAMIC HT  -         743.558 (meters)    2439.49  (feet)  COMP
 TG1213  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 TG1213
 TG1213  VERT ORDER  -  SECOND    CLASS 0
 TG1213
 TG1213.The horizontal coordinates were scaled from a topographic map and have
 TG1213.an estimated accuracy of +/- 6 seconds.
 TG1213
 TG1213.The orthometric height was determined by differential leveling
 TG1213.and adjusted by the National Geodetic Survey in June 1991..
 TG1213
 TG1213.The geoid height was determined by GEOID03.
 TG1213
 TG1213.The dynamic height is computed by dividing the NAVD 88
 TG1213.geopotential number by the normal gravity value computed on the
 TG1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1213.degrees latitude (g = 980.6199 gals.).
 TG1213
 TG1213.The modeled gravity was interpolated from observed gravity values.
 TG1213
 TG1213;                    North         East    Units  Estimated Accuracy
 TG1213;SPC ND N     -   132,300.      390,660.      MT  (+/- 180 meters Scaled)
 TG1213
 TG1213                          SUPERSEDED SURVEY CONTROL
 TG1213
 TG1213  NGVD 29 (??/??/92)  742.961  (m)         2437.53   (f) ADJ UNCH    2 0
 TG1213
 TG1213.Superseded values are not recommended for survey control.
 TG1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1213.See file dsdata.txt to determine how the superseded data were derived.
 TG1213
 TG1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP253349(NAD 83)
 TG1213_MARKER: DB = BENCH MARK DISK
 TG1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1213_STAMPING: B 388 1946
 TG1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1213+STABILITY: SURFACE MOTION
 TG1213
 TG1213  HISTORY     - Date     Condition        Report By
 TG1213  HISTORY     - 1946     MONUMENTED       CGS
 TG1213  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1213
 TG1213                          STATION DESCRIPTION
 TG1213
 TG1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1213'15.2 MI E FROM WILLISTON.
 TG1213'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1213'MAIN STREET, THENCE EASTERLY 15.2 MILES ALONG THE MAIN GRAVELED ROAD
 TG1213'TO SITE OF MARK, BENCH MARK IS ON THE EAST BANK OF A RAVINE, ABOUT 33
 TG1213'YARDS WEST OF A FARM ROAD LEADING SOUTH, 58.0 FEET SOUTHWEST OF AND
 TG1213'ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST
 TG1213'OF A NORTH-SOUTH FENCE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.
 TG1213'A BRONZE DISK STAMPED B 388 1946 SET IN THE TOP OF A CONCRETE POST
 TG1213'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  NOTE-- NEW ROAD HAS BEEN
 TG1213'BUILT.
 TG1213
 TG1213                          STATION RECOVERY (1969)
 TG1213
 TG1213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1268 ***********************************************************************
 TG1268  DESIGNATION -  B 389
 TG1268  PID         -  TG1268
 TG1268  STATE/COUNTY-  ND/WILLIAMS
 TG1268  USGS QUAD   -  RAY SE (1978)
 TG1268
 TG1268                         *CURRENT SURVEY CONTROL
 TG1268  ___________________________________________________________________
 TG1268* NAD 83(1986)-  48 15 31.     (N)    103 06 31.     (W)     SCALED    
 TG1268* NAVD 88     -       693.581  (meters)    2275.52   (feet)  ADJUSTED  
 TG1268  ___________________________________________________________________
 TG1268  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1268  DYNAMIC HT  -         693.679 (meters)    2275.85  (feet)  COMP
 TG1268  MODELED GRAV-     980,728.9   (mgal)                       NAVD 88
 TG1268
 TG1268  VERT ORDER  -  SECOND    CLASS 0
 TG1268
 TG1268.The horizontal coordinates were scaled from a topographic map and have
 TG1268.an estimated accuracy of +/- 6 seconds.
 TG1268
 TG1268.The orthometric height was determined by differential leveling
 TG1268.and adjusted by the National Geodetic Survey in June 1991..
 TG1268
 TG1268.The geoid height was determined by GEOID03.
 TG1268
 TG1268.The dynamic height is computed by dividing the NAVD 88
 TG1268.geopotential number by the normal gravity value computed on the
 TG1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1268.degrees latitude (g = 980.6199 gals.).
 TG1268
 TG1268.The modeled gravity was interpolated from observed gravity values.
 TG1268
 TG1268;                    North         East    Units  Estimated Accuracy
 TG1268;SPC ND N     -   143,220.      406,360.      MT  (+/- 180 meters Scaled)
 TG1268
 TG1268                          SUPERSEDED SURVEY CONTROL
 TG1268
 TG1268  NGVD 29 (??/??/92)  693.087  (m)         2273.90   (f) ADJ UNCH    2 0
 TG1268
 TG1268.Superseded values are not recommended for survey control.
 TG1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1268.See file dsdata.txt to determine how the superseded data were derived.
 TG1268
 TG1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP403467(NAD 83)
 TG1268_MARKER: DB = BENCH MARK DISK
 TG1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1268_STAMPING: B 389 1946
 TG1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1268+STABILITY: SURFACE MOTION
 TG1268
 TG1268  HISTORY     - Date     Condition        Report By
 TG1268  HISTORY     - 1946     MONUMENTED       CGS
 TG1268  HISTORY     - 1975     GOOD             USGS
 TG1268
 TG1268                          STATION DESCRIPTION
 TG1268
 TG1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1268'8.1 MI SE FROM RAY.
 TG1268'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1268'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 8.0 MILES ALONG
 TG1268'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS, 34.0 FEET EAST
 TG1268'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 3.0 FEET
 TG1268'NORTHEAST OF A FENCE CORNER, 1.5 FEET NORTH OF AN EAST-WEST FENCE
 TG1268'LINE, 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 TG1268'B 389 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 TG1268'INCHES ABOVE GROUND.  NOTE-- IN T 155 N, R 97 W, SECTION 12, ABOUT
 TG1268'1300 FT N OF THE CORNER OF SECTIONS 11, 12, 13, 14.
 TG1268
 TG1268                          STATION RECOVERY (1975)
 TG1268
 TG1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0219 ***********************************************************************
 RQ0219  DESIGNATION -  B 39
 RQ0219  PID         -  RQ0219
 RQ0219  STATE/COUNTY-  ND/LA MOURE
 RQ0219  USGS QUAD   -  JUD (1953)
 RQ0219
 RQ0219                         *CURRENT SURVEY CONTROL
 RQ0219  ___________________________________________________________________
 RQ0219* NAD 83(1986)-  46 35 10.     (N)    098 58 51.     (W)     SCALED    
 RQ0219* NAVD 88     -       566.414  (meters)    1858.31   (feet)  ADJUSTED  
 RQ0219  ___________________________________________________________________
 RQ0219  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 RQ0219  DYNAMIC HT  -         566.414 (meters)    1858.31  (feet)  COMP
 RQ0219  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 RQ0219
 RQ0219  VERT ORDER  -  SECOND    CLASS 0
 RQ0219
 RQ0219.The horizontal coordinates were scaled from a topographic map and have
 RQ0219.an estimated accuracy of +/- 6 seconds.
 RQ0219
 RQ0219.The orthometric height was determined by differential leveling
 RQ0219.and adjusted by the National Geodetic Survey in June 1991..
 RQ0219
 RQ0219.The geoid height was determined by GEOID03.
 RQ0219
 RQ0219.The dynamic height is computed by dividing the NAVD 88
 RQ0219.geopotential number by the normal gravity value computed on the
 RQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0219.degrees latitude (g = 980.6199 gals.).
 RQ0219
 RQ0219.The modeled gravity was interpolated from observed gravity values.
 RQ0219
 RQ0219;                    North         East    Units  Estimated Accuracy
 RQ0219;SPC ND S     -   103,330.      716,420.      MT  (+/- 180 meters Scaled)
 RQ0219
 RQ0219                          SUPERSEDED SURVEY CONTROL
 RQ0219
 RQ0219  NGVD 29 (??/??/92)  566.005  (m)         1856.97   (f) ADJ UNCH    2 0
 RQ0219
 RQ0219.Superseded values are not recommended for survey control.
 RQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0219.See file dsdata.txt to determine how the superseded data were derived.
 RQ0219
 RQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS014591(NAD 83)
 RQ0219_MARKER: DB = BENCH MARK DISK
 RQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0219_STAMPING: B 39 1934
 RQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0219+STABILITY: SURFACE MOTION
 RQ0219
 RQ0219  HISTORY     - Date     Condition        Report By
 RQ0219  HISTORY     - 1934     MONUMENTED       CGS
 RQ0219  HISTORY     - 1961     GOOD             NGS
 RQ0219
 RQ0219                          STATION DESCRIPTION
 RQ0219
 RQ0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0219'1.5 MI SE FROM ALFRED.
 RQ0219'1.5 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE WATER
 RQ0219'TANK AT ALFRED, 8 POLES SOUTHEAST OF MILEPOST 127, AT A PRIVATE ROAD
 RQ0219'CROSSING, 21 FEET NORTH OF THE ROAD, 33 FEET SOUTHWEST OF THE
 RQ0219'CENTERLINE OF THE TRACK, 5 FEET SOUTHEAST OF A POLE AND ABOUT 3 FEET
 RQ0219'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 39 1934 AND SET IN
 RQ0219'THE TOP OF A CONCRETE POST.  NOTE-- PRIVATE ROAD CROSSING HAS BEEN
 RQ0219'ABANDONED, MARK IS 3 FT SE OF A POLE.
 RQ0219
 RQ0219                          STATION RECOVERY (1961)
 RQ0219
 RQ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RQ0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0911 ***********************************************************************
 TG0911  DESIGNATION -  B 390
 TG0911  PID         -  TG0911
 TG0911  STATE/COUNTY-  ND/MOUNTRAIL
 TG0911  USGS QUAD   -  CHARLSON NE (1965)
 TG0911
 TG0911                         *CURRENT SURVEY CONTROL
 TG0911  ___________________________________________________________________
 TG0911* NAD 83(1986)-  48 08 09.     (N)    102 46 00.     (W)     SCALED    
 TG0911* NAVD 88     -       573.207  (meters)    1880.60   (feet)  ADJUSTED  
 TG0911  ___________________________________________________________________
 TG0911  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG0911  DYNAMIC HT  -         573.286 (meters)    1880.86  (feet)  COMP
 TG0911  MODELED GRAV-     980,731.2   (mgal)                       NAVD 88
 TG0911
 TG0911  VERT ORDER  -  SECOND    CLASS 0
 TG0911
 TG0911.The horizontal coordinates were scaled from a topographic map and have
 TG0911.an estimated accuracy of +/- 6 seconds.
 TG0911
 TG0911.The orthometric height was determined by differential leveling
 TG0911.and adjusted by the National Geodetic Survey in June 1991..
 TG0911
 TG0911.The geoid height was determined by GEOID03.
 TG0911
 TG0911.The dynamic height is computed by dividing the NAVD 88
 TG0911.geopotential number by the normal gravity value computed on the
 TG0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0911.degrees latitude (g = 980.6199 gals.).
 TG0911
 TG0911.The modeled gravity was interpolated from observed gravity values.
 TG0911
 TG0911;                    North         East    Units  Estimated Accuracy
 TG0911;SPC ND N     -   128,770.      431,330.      MT  (+/- 180 meters Scaled)
 TG0911
 TG0911                          SUPERSEDED SURVEY CONTROL
 TG0911
 TG0911  NGVD 29 (??/??/92)  572.732  (m)         1879.04   (f) ADJ UNCH    2 0
 TG0911
 TG0911.Superseded values are not recommended for survey control.
 TG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0911.See file dsdata.txt to determine how the superseded data were derived.
 TG0911
 TG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP661338(NAD 83)
 TG0911_MARKER: DB = BENCH MARK DISK
 TG0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0911_STAMPING: B 390 1946
 TG0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0911+STABILITY: SURFACE MOTION
 TG0911
 TG0911  HISTORY     - Date     Condition        Report By
 TG0911  HISTORY     - 1946     MONUMENTED       CGS
 TG0911
 TG0911                          STATION DESCRIPTION
 TG0911
 TG0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0911'16.4 MI NW FROM SANISH.
 TG0911'ABOUT 16.4 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0911'OFFICE AT SANISH, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH FENCE LINE,
 TG0911'34.5 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF
 TG0911'THE ROAD, 2.0 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN.
 TG0911'MARKER POST.  A BRONZE DISK STAMPED B 390 1946 SET IN THE TOP OF A
 TG0911'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0034 ***********************************************************************
 SO0034  DESIGNATION -  B 391
 SO0034  PID         -  SO0034
 SO0034  STATE/COUNTY-  ND/MOUNTRAIL
 SO0034  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0034
 SO0034                         *CURRENT SURVEY CONTROL
 SO0034  ___________________________________________________________________
 SO0034* NAD 83(1986)-  47 56 04.     (N)    102 21 56.     (W)     SCALED    
 SO0034* NAVD 88     -       549.156  (meters)    1801.69   (feet)  ADJUSTED  
 SO0034  ___________________________________________________________________
 SO0034  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0034  DYNAMIC HT  -         549.237 (meters)    1801.96  (feet)  COMP
 SO0034  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 SO0034
 SO0034  VERT ORDER  -  SECOND    CLASS 0
 SO0034
 SO0034.The horizontal coordinates were scaled from a topographic map and have
 SO0034.an estimated accuracy of +/- 6 seconds.
 SO0034
 SO0034.The orthometric height was determined by differential leveling
 SO0034.and adjusted by the National Geodetic Survey in June 1991..
 SO0034
 SO0034.The geoid height was determined by GEOID03.
 SO0034
 SO0034.The dynamic height is computed by dividing the NAVD 88
 SO0034.geopotential number by the normal gravity value computed on the
 SO0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0034.degrees latitude (g = 980.6199 gals.).
 SO0034
 SO0034.The modeled gravity was interpolated from observed gravity values.
 SO0034
 SO0034;                    North         East    Units  Estimated Accuracy
 SO0034;SPC ND N     -   105,580.      460,630.      MT  (+/- 180 meters Scaled)
 SO0034
 SO0034                          SUPERSEDED SURVEY CONTROL
 SO0034
 SO0034  NGVD 29 (??/??/92)  548.722  (m)         1800.27   (f) ADJ UNCH    2 0
 SO0034
 SO0034.Superseded values are not recommended for survey control.
 SO0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0034.See file dsdata.txt to determine how the superseded data were derived.
 SO0034
 SO0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP967123(NAD 83)
 SO0034_MARKER: DB = BENCH MARK DISK
 SO0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0034_STAMPING: B 391 1946
 SO0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0034+STABILITY: SURFACE MOTION
 SO0034
 SO0034  HISTORY     - Date     Condition        Report By
 SO0034  HISTORY     - 1946     MONUMENTED       CGS
 SO0034
 SO0034                          STATION DESCRIPTION
 SO0034
 SO0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0034'1.1 MI S FROM VAN HOOK.
 SO0034'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SO0034'STATION AT VAN HOOK GO WEST 0.2 MILE ALONG A GRAVELED ROAD, THENCE
 SO0034'SOUTH 0.9 MILE ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS AT
 SO0034'A CROSSROADS, 52.0 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE
 SO0034'CENTER LINE OF THE NORTH-SOUTH ROAD, 31.0 FEET NORTH OF THE CENTER
 SO0034'LINE OF THE EAST-WEST ROAD, 18.5 FEET EAST OF A STEEL FENCE CORNER
 SO0034'POST, 1.5 FEET SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN.
 SO0034'MARKER POST.  A BRONZE DISK STAMPED B 391 1946 SET IN THE TOP OF A
 SO0034'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0011 ***********************************************************************
 SO0011  DESIGNATION -  B 392
 SO0011  PID         -  SO0011
 SO0011  STATE/COUNTY-  ND/MCLEAN
 SO0011  USGS QUAD   -  RAUB NW (1967)
 SO0011
 SO0011                         *CURRENT SURVEY CONTROL
 SO0011  ___________________________________________________________________
 SO0011* NAD 83(1986)-  47 41 43.     (N)    102 14 12.     (W)     SCALED    
 SO0011* NAVD 88     -       533.765  (meters)    1751.19   (feet)  ADJUSTED  
 SO0011  ___________________________________________________________________
 SO0011  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0011  DYNAMIC HT  -         533.835 (meters)    1751.42  (feet)  COMP
 SO0011  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 SO0011
 SO0011  VERT ORDER  -  SECOND    CLASS 0
 SO0011
 SO0011.The horizontal coordinates were scaled from a topographic map and have
 SO0011.an estimated accuracy of +/- 6 seconds.
 SO0011
 SO0011.The orthometric height was determined by differential leveling
 SO0011.and adjusted by the National Geodetic Survey in June 1991..
 SO0011
 SO0011.The geoid height was determined by GEOID03.
 SO0011
 SO0011.The dynamic height is computed by dividing the NAVD 88
 SO0011.geopotential number by the normal gravity value computed on the
 SO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0011.degrees latitude (g = 980.6199 gals.).
 SO0011
 SO0011.The modeled gravity was interpolated from observed gravity values.
 SO0011
 SO0011;                    North         East    Units  Estimated Accuracy
 SO0011;SPC ND N     -    78,770.      469,660.      MT  (+/- 180 meters Scaled)
 SO0011
 SO0011                          SUPERSEDED SURVEY CONTROL
 SO0011
 SO0011  NGVD 29 (??/??/92)  533.352  (m)         1749.84   (f) ADJ UNCH    2 0
 SO0011
 SO0011.Superseded values are not recommended for survey control.
 SO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0011.See file dsdata.txt to determine how the superseded data were derived.
 SO0011
 SO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN073861(NAD 83)
 SO0011_MARKER: DB = BENCH MARK DISK
 SO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0011_STAMPING: B 392 1946
 SO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0011+STABILITY: SURFACE MOTION
 SO0011
 SO0011  HISTORY     - Date     Condition        Report By
 SO0011  HISTORY     - 1946     MONUMENTED       CGS
 SO0011
 SO0011                          STATION DESCRIPTION
 SO0011
 SO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0011'12.3 MI NW FROM ELBOWOODS.
 SO0011'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0011'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0011'8, THENCE NORTHWESTERLY 10.1 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0011'MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND AN
 SO0011'EAST-WEST DIRT ROAD, 43.0 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN
 SO0011'THE CENTER LINE OF THE GRAVELED ROAD, 17.0 FEET NORTH OF THE CENTER
 SO0011'LINE OF THE DIRT ROAD, 12.0 FEET NORTHEAST OF THE NORTH END OF A
 SO0011'CONCRETE TUBE CULVERT, 3.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT
 SO0011'WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED B 392 1946 SET
 SO0011'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 SO0011'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0161 ***********************************************************************
 SO0161  DESIGNATION -  B 393
 SO0161  PID         -  SO0161
 SO0161  STATE/COUNTY-  ND/MCLEAN
 SO0161  USGS QUAD   -  RAUB SE (1967)
 SO0161
 SO0161                         *CURRENT SURVEY CONTROL
 SO0161  ___________________________________________________________________
 SO0161* NAD 83(1986)-  47 36 18.     (N)    102 03 26.     (W)     SCALED    
 SO0161* NAVD 88     -       621.370  (meters)    2038.61   (feet)  ADJUSTED  
 SO0161  ___________________________________________________________________
 SO0161  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 SO0161  DYNAMIC HT  -         621.433 (meters)    2038.82  (feet)  COMP
 SO0161  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SO0161
 SO0161  VERT ORDER  -  SECOND    CLASS 0
 SO0161
 SO0161.The horizontal coordinates were scaled from a topographic map and have
 SO0161.an estimated accuracy of +/- 6 seconds.
 SO0161
 SO0161.The orthometric height was determined by differential leveling
 SO0161.and adjusted by the National Geodetic Survey in June 1991..
 SO0161
 SO0161.The geoid height was determined by GEOID03.
 SO0161
 SO0161.The dynamic height is computed by dividing the NAVD 88
 SO0161.geopotential number by the normal gravity value computed on the
 SO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0161.degrees latitude (g = 980.6199 gals.).
 SO0161
 SO0161.The modeled gravity was interpolated from observed gravity values.
 SO0161
 SO0161;                    North         East    Units  Estimated Accuracy
 SO0161;SPC ND N     -    68,450.      482,920.      MT  (+/- 180 meters Scaled)
 SO0161
 SO0161                          SUPERSEDED SURVEY CONTROL
 SO0161
 SO0161  NGVD 29 (??/??/92)  620.946  (m)         2037.22   (f) ADJ UNCH    2 0
 SO0161
 SO0161.Superseded values are not recommended for survey control.
 SO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0161.See file dsdata.txt to determine how the superseded data were derived.
 SO0161
 SO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN211765(NAD 83)
 SO0161_MARKER: DB = BENCH MARK DISK
 SO0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0161_STAMPING: B 393 1946
 SO0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0161+STABILITY: SURFACE MOTION
 SO0161
 SO0161  HISTORY     - Date     Condition        Report By
 SO0161  HISTORY     - 1946     MONUMENTED       CGS
 SO0161  HISTORY     - 1962     GOOD             NGS
 SO0161
 SO0161                          STATION DESCRIPTION
 SO0161
 SO0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0161'10.55 MI S FROM RAUB.
 SO0161'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0161'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILES WEST ALONG
 SO0161'A GRAVELED COUNTY ROAD, THENCE 4.4 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0161'ROAD, NEAR THE CENTER OF A TRIANGLE FORMED BY THE JUNCTION OF THREE
 SO0161'ROADS, 118 FEET SOUTHEAST OF THE CENTERLINE OF A NORTHEAST-SOUTHWEST
 SO0161'ROAD, 98 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 89 FEET
 SO0161'SOUTHWEST OF THE CENTERLINE OF A NORTHWEST-SOUTHEAST ROAD, 1.5 FEET
 SO0161'WEST OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVELED
 SO0161'COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SO0161'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1061 ***********************************************************************
 SN1061  DESIGNATION -  B 394
 SN1061  PID         -  SN1061
 SN1061  STATE/COUNTY-  ND/MCLEAN
 SN1061  USGS QUAD   -  EMMET SW (1967)
 SN1061
 SN1061                         *CURRENT SURVEY CONTROL
 SN1061  ___________________________________________________________________
 SN1061* NAD 83(1986)-  47 33 04.     (N)    101 43 53.     (W)     SCALED    
 SN1061* NAVD 88     -       595.268  (meters)    1952.98   (feet)  ADJUSTED  
 SN1061  ___________________________________________________________________
 SN1061  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 SN1061  DYNAMIC HT  -         595.323 (meters)    1953.16  (feet)  COMP
 SN1061  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SN1061
 SN1061  VERT ORDER  -  SECOND    CLASS 0
 SN1061
 SN1061.The horizontal coordinates were scaled from a topographic map and have
 SN1061.an estimated accuracy of +/- 6 seconds.
 SN1061
 SN1061.The orthometric height was determined by differential leveling
 SN1061.and adjusted by the National Geodetic Survey in June 1991..
 SN1061
 SN1061.The geoid height was determined by GEOID03.
 SN1061
 SN1061.The dynamic height is computed by dividing the NAVD 88
 SN1061.geopotential number by the normal gravity value computed on the
 SN1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1061.degrees latitude (g = 980.6199 gals.).
 SN1061
 SN1061.The modeled gravity was interpolated from observed gravity values.
 SN1061
 SN1061;                    North         East    Units  Estimated Accuracy
 SN1061;SPC ND N     -    62,010.      507,320.      MT  (+/- 180 meters Scaled)
 SN1061
 SN1061                          SUPERSEDED SURVEY CONTROL
 SN1061
 SN1061  NGVD 29 (??/??/92)  594.874  (m)         1951.68   (f) ADJ UNCH    2 0
 SN1061
 SN1061.Superseded values are not recommended for survey control.
 SN1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1061.See file dsdata.txt to determine how the superseded data were derived.
 SN1061
 SN1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT944700(NAD 83)
 SN1061_MARKER: DB = BENCH MARK DISK
 SN1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1061_STAMPING: B 394 1946
 SN1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1061+STABILITY: SURFACE MOTION
 SN1061
 SN1061  HISTORY     - Date     Condition        Report By
 SN1061  HISTORY     - 1946     MONUMENTED       CGS
 SN1061  HISTORY     - 1958     GOOD             NGS
 SN1061
 SN1061                          STATION DESCRIPTION
 SN1061
 SN1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1061'20.0 MI WSW FROM GARRISON.
 SN1061'9.5 MILES EAST OF NISHU, MCLEAN COUNTY.  THIS BENCH MARK MAY BE
 SN1061'REACHED FROM THE PUBLIC SCHOOL BY GOING 1.0 MILE NORTH ALONG A
 SN1061'GRADED-DIRT ROAD, THENCE 7.7 MILES EAST, 0.3 MILE NORTH AND 0.5 MILE
 SN1061'EAST.  IT IS 0.1 MILE WEST OF A CURVE IN THE ROAD, 70 YARDS EAST OF
 SN1061'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 52 FEET NORTH OF AN
 SN1061'EAST-AND-WEST FENCE LINE, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 SN1061'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 SN1061'STANDARD DISK STAMPED B 394 1946 AND SET IN THE TOP OF A CONCRETE POST
 SN1061'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MARK WAS RECOVERED 30 FEET
 SN1061'NORTH OF THE CENTERLINE OF A TRACK ROAD AND 15 FEET SOUTH OF AN
 SN1061'EAST-WEST FENCE LINE.  MARK WAS ORIGINALLY DESCRIBED FROM NISHU BUT IT
 SN1061'FORMER SITE IS UNDER WATERS OF THE GARRISON RESERVOIR. IT IS 3 MILES
 SN1061'WEST, 6.5 MILES SOUTH AND 0.75 MILE WEST OF THE EMMET POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0844 ***********************************************************************
 TG0844  DESIGNATION -  B 395
 TG0844  PID         -  TG0844
 TG0844  STATE/COUNTY-  ND/WILLIAMS
 TG0844  USGS QUAD   -  TIOGA (1979)
 TG0844
 TG0844                         *CURRENT SURVEY CONTROL
 TG0844  ___________________________________________________________________
 TG0844* NAD 83(1986)-  48 23 40.     (N)    102 53 37.     (W)     SCALED    
 TG0844* NAVD 88     -       663.903  (meters)    2178.16   (feet)  ADJUSTED  
 TG0844  ___________________________________________________________________
 TG0844  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0844  DYNAMIC HT  -         663.994 (meters)    2178.45  (feet)  COMP
 TG0844  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 TG0844
 TG0844  VERT ORDER  -  FIRST     CLASS II
 TG0844
 TG0844.The horizontal coordinates were scaled from a topographic map and have
 TG0844.an estimated accuracy of +/- 6 seconds.
 TG0844
 TG0844.The orthometric height was determined by differential leveling
 TG0844.and adjusted by the National Geodetic Survey in June 1991..
 TG0844
 TG0844.The geoid height was determined by GEOID03.
 TG0844
 TG0844.The dynamic height is computed by dividing the NAVD 88
 TG0844.geopotential number by the normal gravity value computed on the
 TG0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0844.degrees latitude (g = 980.6199 gals.).
 TG0844
 TG0844.The modeled gravity was interpolated from observed gravity values.
 TG0844
 TG0844;                    North         East    Units  Estimated Accuracy
 TG0844;SPC ND N     -   157,790.      422,780.      MT  (+/- 180 meters Scaled)
 TG0844
 TG0844                          SUPERSEDED SURVEY CONTROL
 TG0844
 TG0844  NGVD 29 (??/??/92)  663.413  (m)         2176.55   (f) ADJ UNCH    1 2
 TG0844
 TG0844.Superseded values are not recommended for survey control.
 TG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0844.See file dsdata.txt to determine how the superseded data were derived.
 TG0844
 TG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP559622(NAD 83)
 TG0844_MARKER: DB = BENCH MARK DISK
 TG0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0844_STAMPING: B 395 1946
 TG0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0844+STABILITY: SURFACE MOTION
 TG0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG0844+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 TG0844
 TG0844  HISTORY     - Date     Condition        Report By
 TG0844  HISTORY     - 1946     MONUMENTED       CGS
 TG0844  HISTORY     - 1963     GOOD             NGS
 TG0844  HISTORY     - 20001206 GOOD             INDIV
 TG0844
 TG0844                          STATION DESCRIPTION
 TG0844
 TG0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0844'2.0 MI SE FROM TIOGA.
 TG0844'2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0844'AT TIOGA, ABOUT 0.2 MILE EAST OF MILEPOST 80, ABOUT 6 RAILS WEST OF
 TG0844'THE WEST END OF A LONG DEEP CUT, 234 FEET SOUTHEAST OF THE CENTER OF A
 TG0844'PRIVATE ROAD CROSSING, 180 FEET SOUTHWEST OF THE SOUTH END OF A
 TG0844'CULVERT NUMBERED 197-25, 68.8 FEET SOUTH OF THE SOUTH RAIL, 1.1 FEET
 TG0844'WEST OF A METAL WITNESS POST, ABOUT 14 FEET BELOW THE LEVEL OF THE
 TG0844'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S
 TG0844'25, R 95 W, T 157 N.
 TG0844
 TG0844                          STATION RECOVERY (2000)
 TG0844
 TG0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000
 TG0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0531 ***********************************************************************
 SO0531  DESIGNATION -  B 396
 SO0531  PID         -  SO0531
 SO0531  STATE/COUNTY-  ND/MCKENZIE
 SO0531  USGS QUAD   -  WATFORD CITY (1978)
 SO0531
 SO0531                         *CURRENT SURVEY CONTROL
 SO0531  ___________________________________________________________________
 SO0531* NAD 83(1986)-  47 48 13.     (N)    103 15 42.     (W)     SCALED    
 SO0531* NAVD 88     -       626.363  (meters)    2054.99   (feet)  ADJUSTED  
 SO0531  ___________________________________________________________________
 SO0531  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0531  DYNAMIC HT  -         626.423 (meters)    2055.19  (feet)  COMP
 SO0531  MODELED GRAV-     980,687.3   (mgal)                       NAVD 88
 SO0531
 SO0531  VERT ORDER  -  SECOND    CLASS 0
 SO0531
 SO0531.The horizontal coordinates were scaled from a topographic map and have
 SO0531.an estimated accuracy of +/- 6 seconds.
 SO0531
 SO0531.The orthometric height was determined by differential leveling
 SO0531.and adjusted by the National Geodetic Survey in June 1991..
 SO0531
 SO0531.The geoid height was determined by GEOID03.
 SO0531
 SO0531.The dynamic height is computed by dividing the NAVD 88
 SO0531.geopotential number by the normal gravity value computed on the
 SO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0531.degrees latitude (g = 980.6199 gals.).
 SO0531
 SO0531.The modeled gravity was interpolated from observed gravity values.
 SO0531
 SO0531;                    North         East    Units  Estimated Accuracy
 SO0531;SPC ND N     -    93,060.      393,180.      MT  (+/- 180 meters Scaled)
 SO0531
 SO0531                          SUPERSEDED SURVEY CONTROL
 SO0531
 SO0531  NGVD 29 (??/??/92)  625.843  (m)         2053.29   (f) ADJ UNCH    2 0
 SO0531
 SO0531.Superseded values are not recommended for survey control.
 SO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0531.See file dsdata.txt to determine how the superseded data were derived.
 SO0531
 SO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN301959(NAD 83)
 SO0531_MARKER: DB = BENCH MARK DISK
 SO0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0531_STAMPING: B 396 1946
 SO0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0531+STABILITY: SURFACE MOTION
 SO0531
 SO0531  HISTORY     - Date     Condition        Report By
 SO0531  HISTORY     - 1946     MONUMENTED       CGS
 SO0531  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0531
 SO0531                          STATION DESCRIPTION
 SO0531
 SO0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0531'1.2 MI E FROM WATFORD CITY.
 SO0531'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0531'NORTHERN RAILROAD STATION AT WATFORD CITY, ABOUT 108 FEET NORTH OF THE
 SO0531'CENTER LINE OF STATE HIGHWAY NO. 23, 81 FEET EAST OF THE CENTER LINE
 SO0531'OF A GRAVELEDE COUNTY ROAD, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE, 2
 SO0531'FEET SOUTH OF A 4 X 4 IN. MARKER POST.  NOTE-- CONSTRUCTION IN THE
 SO0531'AREA.
 SO0531
 SO0531                          STATION RECOVERY (1975)
 SO0531
 SO0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1289 ***********************************************************************
 TG1289  DESIGNATION -  B 397
 TG1289  PID         -  TG1289
 TG1289  STATE/COUNTY-  ND/MCKENZIE
 TG1289  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1289
 TG1289                         *CURRENT SURVEY CONTROL
 TG1289  ___________________________________________________________________
 TG1289* NAD 83(1986)-  48 03 22.     (N)    103 07 10.     (W)     SCALED    
 TG1289* NAVD 88     -       581.413  (meters)    1907.52   (feet)  ADJUSTED  
 TG1289  ___________________________________________________________________
 TG1289  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TG1289  DYNAMIC HT  -         581.485 (meters)    1907.76  (feet)  COMP
 TG1289  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 TG1289
 TG1289  VERT ORDER  -  SECOND    CLASS 0
 TG1289
 TG1289.The horizontal coordinates were scaled from a topographic map and have
 TG1289.an estimated accuracy of +/- 6 seconds.
 TG1289
 TG1289.The orthometric height was determined by differential leveling
 TG1289.and adjusted by the National Geodetic Survey in June 1991..
 TG1289
 TG1289.The geoid height was determined by GEOID03.
 TG1289
 TG1289.The dynamic height is computed by dividing the NAVD 88
 TG1289.geopotential number by the normal gravity value computed on the
 TG1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1289.degrees latitude (g = 980.6199 gals.).
 TG1289
 TG1289.The modeled gravity was interpolated from observed gravity values.
 TG1289
 TG1289;                    North         East    Units  Estimated Accuracy
 TG1289;SPC ND N     -   120,740.      404,790.      MT  (+/- 180 meters Scaled)
 TG1289
 TG1289                          SUPERSEDED SURVEY CONTROL
 TG1289
 TG1289  NGVD 29 (??/??/92)  580.920  (m)         1905.90   (f) ADJ UNCH    2 0
 TG1289
 TG1289.Superseded values are not recommended for survey control.
 TG1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1289.See file dsdata.txt to determine how the superseded data were derived.
 TG1289
 TG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP401242(NAD 83)
 TG1289_MARKER: DB = BENCH MARK DISK
 TG1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1289_STAMPING: B 397 1946
 TG1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1289+STABILITY: SURFACE MOTION
 TG1289
 TG1289  HISTORY     - Date     Condition        Report By
 TG1289  HISTORY     - 1946     MONUMENTED       CGS
 TG1289
 TG1289                          STATION DESCRIPTION
 TG1289
 TG1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1289'26.3 MI NE FROM WATFORD CITY.
 TG1289'ABOUT 3.4 MILES EAST ALONG NORTH DAKOTA STATE HIGHWAY NO. 23 FROM THE
 TG1289'GREAT NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES
 TG1289'NORTH ALONG A GRAVELED ROAD TO THE BANKS SCHOOL, THENCE 4.9 MILES
 TG1289'NORTHEAST TO A T-ROAD INTERSECTION ABOUT 0.1 MILE EAST OF THE TOBACCO
 TG1289'CREEK BRIDGE, THENCE SOUTH 1.1 MILES AND ON THE INSIDE OF A RIGHT
 TG1289'ANGLE TURN, ABOUT 0.1 MILE NORTHWEST OF A FARM HOUSE, 15 FEET
 TG1289'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF A NORTH-SOUTH
 TG1289'FENCE, 5 FEET SOUTH OF AN EAST-WEST FENCE, 3 FEET NORTH OF A 4 X 4 IN.
 TG1289'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0502 ***********************************************************************
 SO0502  DESIGNATION -  B 398
 SO0502  PID         -  SO0502
 SO0502  STATE/COUNTY-  ND/DUNN
 SO0502  USGS QUAD   -  MANDAREE NE (1970)
 SO0502
 SO0502                         *CURRENT SURVEY CONTROL
 SO0502  ___________________________________________________________________
 SO0502* NAD 83(1986)-  47 43 54.     (N)    102 35 22.     (W)     SCALED    
 SO0502* NAVD 88     -       685.491  (meters)    2248.98   (feet)  ADJUSTED  
 SO0502  ___________________________________________________________________
 SO0502  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 SO0502  DYNAMIC HT  -         685.557 (meters)    2249.20  (feet)  COMP
 SO0502  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 SO0502
 SO0502  VERT ORDER  -  SECOND    CLASS 0
 SO0502
 SO0502.The horizontal coordinates were scaled from a topographic map and have
 SO0502.an estimated accuracy of +/- 6 seconds.
 SO0502
 SO0502.The orthometric height was determined by differential leveling
 SO0502.and adjusted by the National Geodetic Survey in June 1991..
 SO0502
 SO0502.The geoid height was determined by GEOID03.
 SO0502
 SO0502.The dynamic height is computed by dividing the NAVD 88
 SO0502.geopotential number by the normal gravity value computed on the
 SO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0502.degrees latitude (g = 980.6199 gals.).
 SO0502
 SO0502.The modeled gravity was interpolated from observed gravity values.
 SO0502
 SO0502;                    North         East    Units  Estimated Accuracy
 SO0502;SPC ND S     -   231,640.      443,280.      MT  (+/- 180 meters Scaled)
 SO0502
 SO0502                          SUPERSEDED SURVEY CONTROL
 SO0502
 SO0502  NGVD 29 (??/??/92)  685.016  (m)         2247.42   (f) ADJ UNCH    2 0
 SO0502
 SO0502.Superseded values are not recommended for survey control.
 SO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0502.See file dsdata.txt to determine how the superseded data were derived.
 SO0502
 SO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN807892(NAD 83)
 SO0502_MARKER: DB = BENCH MARK DISK
 SO0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0502_STAMPING: B 398 1946
 SO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0502+STABILITY: SURFACE MOTION
 SO0502
 SO0502  HISTORY     - Date     Condition        Report By
 SO0502  HISTORY     - 1946     MONUMENTED       CGS
 SO0502
 SO0502                          STATION DESCRIPTION
 SO0502
 SO0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0502'24.6 MI S FROM SANISH.
 SO0502'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0502'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0502'GRAVELED ROAD (THIS ROAD GRADUALLY DIMINISHES TO A DIRT TRACK ROAD) TO
 SO0502'A Y-ROAD INTERSECTION, THENCE SOUTH ALONG A TRACK ROAD FOR 0.9 MILE TO
 SO0502'MARK, ABOUT 0.6 MILE EAST OF RANCH HOUSE, 25 FEET WEST OF A CORNER
 SO0502'FENCE POST, 20 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 3 FEET
 SO0502'SOUTH OF AN EAST-WEST FENCE LINE, 3 FEET EAST OF A 4 X 4 IN. MARKER
 SO0502'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0194 ***********************************************************************
 SO0194  DESIGNATION -  B 399
 SO0194  PID         -  SO0194
 SO0194  STATE/COUNTY-  ND/DUNN
 SO0194  USGS QUAD   -  STRING BUTTES (1970)
 SO0194
 SO0194                         *CURRENT SURVEY CONTROL
 SO0194  ___________________________________________________________________
 SO0194* NAD 83(1986)-  47 44 25.     (N)    102 23 20.     (W)     SCALED    
 SO0194* NAVD 88     -       646.295  (meters)    2120.39   (feet)  ADJUSTED  
 SO0194  ___________________________________________________________________
 SO0194  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 SO0194  DYNAMIC HT  -         646.367 (meters)    2120.62  (feet)  COMP
 SO0194  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 SO0194
 SO0194  VERT ORDER  -  SECOND    CLASS 0
 SO0194
 SO0194.The horizontal coordinates were scaled from a topographic map and have
 SO0194.an estimated accuracy of +/- 6 seconds.
 SO0194
 SO0194.The orthometric height was determined by differential leveling
 SO0194.and adjusted by the National Geodetic Survey in June 1991..
 SO0194
 SO0194.The geoid height was determined by GEOID03.
 SO0194
 SO0194.The dynamic height is computed by dividing the NAVD 88
 SO0194.geopotential number by the normal gravity value computed on the
 SO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0194.degrees latitude (g = 980.6199 gals.).
 SO0194
 SO0194.The modeled gravity was interpolated from observed gravity values.
 SO0194
 SO0194;                    North         East    Units  Estimated Accuracy
 SO0194;SPC ND S     -   232,220.      458,340.      MT  (+/- 180 meters Scaled)
 SO0194
 SO0194                          SUPERSEDED SURVEY CONTROL
 SO0194
 SO0194  NGVD 29 (??/??/92)  645.849  (m)         2118.92   (f) ADJ UNCH    2 0
 SO0194
 SO0194.Superseded values are not recommended for survey control.
 SO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0194.See file dsdata.txt to determine how the superseded data were derived.
 SO0194
 SO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN957907(NAD 83)
 SO0194_MARKER: DB = BENCH MARK DISK
 SO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0194_STAMPING: B 399 1946
 SO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0194+STABILITY: SURFACE MOTION
 SO0194
 SO0194  HISTORY     - Date     Condition        Report By
 SO0194  HISTORY     - 1946     MONUMENTED       CGS
 SO0194
 SO0194                          STATION DESCRIPTION
 SO0194
 SO0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0194'34.2 MI S FROM SANISH.
 SO0194'IN DUNN COUNTY, 34.2 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0194'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0194'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0194'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0194'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 10.5 MILES EAST
 SO0194'ALONG A DIRT TRACK ROAD.  IT IS 200 FEET SOUTHEAST OF A PROMINENT
 SO0194'SADDLE, 150 FEET WEST OF A SADDLE NOT SO NOTICEABLE, 130 FEET SOUTH OF
 SO0194'A GROVE OF SMALL TREES, 26 FEET SOUTH OF THE CENTER LINE OF THE TRACK
 SO0194'ROAD, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 SO0194'DISK, STAMPED B 399 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0915 ***********************************************************************
 TF0915  DESIGNATION -  B 4
 TF0915  PID         -  TF0915
 TF0915  STATE/COUNTY-  ND/WARD
 TF0915  USGS QUAD   -  SURREY (1981)
 TF0915
 TF0915                         *CURRENT SURVEY CONTROL
 TF0915  ___________________________________________________________________
 TF0915* NAD 83(1986)-  48 14 17.     (N)    101 08 03.     (W)     SCALED    
 TF0915* NAVD 88     -       496.262  (meters)    1628.15   (feet)  ADJUSTED  
 TF0915  ___________________________________________________________________
 TF0915  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 TF0915  DYNAMIC HT  -         496.352 (meters)    1628.45  (feet)  COMP
 TF0915  MODELED GRAV-     980,776.9   (mgal)                       NAVD 88
 TF0915
 TF0915  VERT ORDER  -  FIRST     CLASS II
 TF0915
 TF0915.The horizontal coordinates were scaled from a topographic map and have
 TF0915.an estimated accuracy of +/- 6 seconds.
 TF0915
 TF0915.The orthometric height was determined by differential leveling
 TF0915.and adjusted by the National Geodetic Survey in June 1991..
 TF0915.WARNING-Repeat measurements at this control monument indicate possible
 TF0915.vertical movement.
 TF0915
 TF0915.The geoid height was determined by GEOID03.
 TF0915
 TF0915.The dynamic height is computed by dividing the NAVD 88
 TF0915.geopotential number by the normal gravity value computed on the
 TF0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0915.degrees latitude (g = 980.6199 gals.).
 TF0915
 TF0915.The modeled gravity was interpolated from observed gravity values.
 TF0915
 TF0915;                    North         East    Units  Estimated Accuracy
 TF0915;SPC ND N     -   137,840.      552,900.      MT  (+/- 180 meters Scaled)
 TF0915
 TF0915                          SUPERSEDED SURVEY CONTROL
 TF0915
 TF0915  NGVD 29 (??/??/92)  495.88   (m)         1626.9    (f) COMPUTED    1 2
 TF0915
 TF0915.Superseded values are not recommended for survey control.
 TF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0915.See file dsdata.txt to determine how the superseded data were derived.
 TF0915
 TF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU415449(NAD 83)
 TF0915_MARKER: P = PIPE CAP
 TF0915_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0915_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0915_STAMPING: ELEV 1626.827 FT B 4
 TF0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0915
 TF0915  HISTORY     - Date     Condition        Report By
 TF0915  HISTORY     - UNK      MONUMENTED       CGS
 TF0915  HISTORY     - 1962     MARK NOT FOUND   NGS
 TF0915
 TF0915                          STATION DESCRIPTION
 TF0915
 TF0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0915'IN SURREY.
 TF0915'AT SURREY, WARD COUNTY, ON THE GREAT NORTHERN RAILWAY, 200 YARDS EAST
 TF0915'OF A PUBLIC-ROAD CROSSING, 10 YARDS NORTH OF THE CENTERLINE OF THE
 TF0915'TRACK, IN LINE WITH A ROW OF POLES, AND 1 FOOT SOUTH OF A WHITE WOODEN
 TF0915'WITNESS POST.  A STANDARD CAP, STAMPED ELEV 1626.827 FT B 4 AND
 TF0915'SCREWED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE
 TF0915'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0467 ***********************************************************************
 SO0467  DESIGNATION -  B 400
 SO0467  PID         -  SO0467
 SO0467  STATE/COUNTY-  ND/MCKENZIE
 SO0467  USGS QUAD   -  SANISH (1967)
 SO0467
 SO0467                         *CURRENT SURVEY CONTROL
 SO0467  ___________________________________________________________________
 SO0467* NAD 83(1986)-  47 58 20.     (N)    102 35 45.     (W)     SCALED    
 SO0467* NAVD 88     -       564.684  (meters)    1852.63   (feet)  ADJUSTED  
 SO0467  ___________________________________________________________________
 SO0467  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 SO0467  DYNAMIC HT  -         564.765 (meters)    1852.90  (feet)  COMP
 SO0467  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 SO0467
 SO0467  VERT ORDER  -  SECOND    CLASS 0
 SO0467
 SO0467.The horizontal coordinates were scaled from a topographic map and have
 SO0467.an estimated accuracy of +/- 6 seconds.
 SO0467
 SO0467.The orthometric height was determined by differential leveling
 SO0467.and adjusted by the National Geodetic Survey in June 1991..
 SO0467
 SO0467.The geoid height was determined by GEOID03.
 SO0467
 SO0467.The dynamic height is computed by dividing the NAVD 88
 SO0467.geopotential number by the normal gravity value computed on the
 SO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0467.degrees latitude (g = 980.6199 gals.).
 SO0467
 SO0467.The modeled gravity was interpolated from observed gravity values.
 SO0467
 SO0467;                    North         East    Units  Estimated Accuracy
 SO0467;SPC ND N     -   110,220.      443,540.      MT  (+/- 180 meters Scaled)
 SO0467
 SO0467                          SUPERSEDED SURVEY CONTROL
 SO0467
 SO0467  NGVD 29 (??/??/92)  564.220  (m)         1851.11   (f) ADJ UNCH    2 0
 SO0467
 SO0467.Superseded values are not recommended for survey control.
 SO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0467.See file dsdata.txt to determine how the superseded data were derived.
 SO0467
 SO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP794160(NAD 83)
 SO0467_MARKER: DB = BENCH MARK DISK
 SO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0467_STAMPING: B 400 1946
 SO0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0467+STABILITY: SURFACE MOTION
 SO0467
 SO0467  HISTORY     - Date     Condition        Report By
 SO0467  HISTORY     - 1946     MONUMENTED       CGS
 SO0467  HISTORY     - 1967     GOOD             USGS
 SO0467
 SO0467                          STATION DESCRIPTION
 SO0467
 SO0467'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SO0467'5.7 MI WSW FROM NEW TOWN.
 SO0467'IN MCKENZIE COUNTY, 5.7 MILES WSW OF NEW TOWN, MOUNTRAIL COUNTY.  TO
 SO0467'REACH FROM THE POST OFFICE AT NEW TOWN GO WEST ALONG HWY. 23 (ACROSS
 SO0467'FOUR BEARS BRIDGE OVER LAKE SAKAKAWEA FOR 5.5 MILES TO A DIRT RD. S.,
 SO0467'S. AND E., THENCE SE ALONG A GRAVEL RD. TO THE METH.   YOUTH
 SO0467'FELLOWSHIP CAMP THEN SE ACROSS A HAY FIELD FOR A TOTAL OF 0.9 MI. FROM
 SO0467'HWY. 23 ON THE NORTH SIDE OF AN OLD RD. BED APPROX. 60 FT. WEST OF THE
 SO0467'LAKE SHORE.  A STANDARD DISK, STAMPED B 400 1946 AND SET IN THE TOP OF
 SO0467'A CONCRETE POST.  SEC. 21, T 152 N, R 93 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0912 ***********************************************************************
 SN0912  DESIGNATION -  B 401
 SN0912  PID         -  SN0912
 SN0912  STATE/COUNTY-  ND/MERCER
 SN0912  USGS QUAD   -  MEDICINE BUTTE NE (1981)
 SN0912
 SN0912                         *CURRENT SURVEY CONTROL
 SN0912  ___________________________________________________________________
 SN0912* NAD 83(1986)-  47 14 47.     (N)    101 47 13.     (W)     SCALED    
 SN0912* NAVD 88     -       552.139  (meters)    1811.48   (feet)  ADJUSTED  
 SN0912  ___________________________________________________________________
 SN0912  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN0912  DYNAMIC HT  -         552.173 (meters)    1811.59  (feet)  COMP
 SN0912  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 SN0912
 SN0912  VERT ORDER  -  SECOND    CLASS 0
 SN0912
 SN0912.The horizontal coordinates were scaled from a topographic map and have
 SN0912.an estimated accuracy of +/- 6 seconds.
 SN0912
 SN0912.The orthometric height was determined by differential leveling
 SN0912.and adjusted by the National Geodetic Survey in June 1991..
 SN0912
 SN0912.The geoid height was determined by GEOID03.
 SN0912
 SN0912.The dynamic height is computed by dividing the NAVD 88
 SN0912.geopotential number by the normal gravity value computed on the
 SN0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0912.degrees latitude (g = 980.6199 gals.).
 SN0912
 SN0912.The modeled gravity was interpolated from observed gravity values.
 SN0912
 SN0912;                    North         East    Units  Estimated Accuracy
 SN0912;SPC ND S     -   176,400.      502,580.      MT  (+/- 180 meters Scaled)
 SN0912
 SN0912                          SUPERSEDED SURVEY CONTROL
 SN0912
 SN0912  NGVD 29 (??/??/92)  551.739  (m)         1810.16   (f) ADJ UNCH    2 0
 SN0912
 SN0912.Superseded values are not recommended for survey control.
 SN0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0912.See file dsdata.txt to determine how the superseded data were derived.
 SN0912
 SN0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT891363(NAD 83)
 SN0912_MARKER: DB = BENCH MARK DISK
 SN0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0912_STAMPING: B 401 1946
 SN0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0912+STABILITY: SURFACE MOTION
 SN0912
 SN0912  HISTORY     - Date     Condition        Report By
 SN0912  HISTORY     - 1946     MONUMENTED       CGS
 SN0912  HISTORY     - 1962     GOOD             NGS
 SN0912
 SN0912                          STATION DESCRIPTION
 SN0912
 SN0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0912'1.1 MI S FROM BEULAH.
 SN0912'THIS MARK RECOVERED ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 49 FROM
 SN0912'THE CROSSING OF THE NORTHERN PACIFIC RAILWAY AT THE WEST EDGE OF
 SN0912'BEULAH, ON A SECTION OF THE FORMER HIGHWAY, ABOUT 300 FEET WEST OF THE
 SN0912'NEW HIGHWAY AND 20 FEET NORTH OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0382 ***********************************************************************
 QS0382  DESIGNATION -  B 402
 QS0382  PID         -  QS0382
 QS0382  STATE/COUNTY-  ND/SIOUX
 QS0382  USGS QUAD   -  MAHTO NW (1966)
 QS0382
 QS0382                         *CURRENT SURVEY CONTROL
 QS0382  ___________________________________________________________________
 QS0382* NAD 83(1986)-  45 58 47.     (N)    100 37 41.     (W)     SCALED    
 QS0382* NAVD 88     -       588.545  (meters)    1930.92   (feet)  ADJUSTED  
 QS0382  ___________________________________________________________________
 QS0382  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QS0382  DYNAMIC HT  -         588.516 (meters)    1930.82  (feet)  COMP
 QS0382  MODELED GRAV-     980,547.5   (mgal)                       NAVD 88
 QS0382
 QS0382  VERT ORDER  -  FIRST     CLASS II
 QS0382
 QS0382.The horizontal coordinates were scaled from a topographic map and have
 QS0382.an estimated accuracy of +/- 6 seconds.
 QS0382
 QS0382.The orthometric height was determined by differential leveling
 QS0382.and adjusted by the National Geodetic Survey in June 1991..
 QS0382
 QS0382.The geoid height was determined by GEOID03.
 QS0382
 QS0382.The dynamic height is computed by dividing the NAVD 88
 QS0382.geopotential number by the normal gravity value computed on the
 QS0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0382.degrees latitude (g = 980.6199 gals.).
 QS0382
 QS0382.The modeled gravity was interpolated from observed gravity values.
 QS0382
 QS0382;                    North         East    Units  Estimated Accuracy
 QS0382;SPC ND S     -    34,810.      590,080.      MT  (+/- 180 meters Scaled)
 QS0382
 QS0382                          SUPERSEDED SURVEY CONTROL
 QS0382
 QS0382  NGVD 29 (??/??/92)  588.155  (m)         1929.64   (f) ADJ UNCH    1 2
 QS0382
 QS0382.Superseded values are not recommended for survey control.
 QS0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0382.See file dsdata.txt to determine how the superseded data were derived.
 QS0382
 QS0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR738930(NAD 83)
 QS0382_MARKER: DB = BENCH MARK DISK
 QS0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0382_STAMPING: B 402 1949
 QS0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0382+STABILITY: SURFACE MOTION
 QS0382
 QS0382  HISTORY     - Date     Condition        Report By
 QS0382  HISTORY     - 1949     MONUMENTED       CGS
 QS0382  HISTORY     - 1959     GOOD             NGS
 QS0382
 QS0382                          STATION DESCRIPTION
 QS0382
 QS0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0382'8 MI S FROM FORT YATES.
 QS0382'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 QS0382'YATES STREET AND STANDING ROCK AVENUE IN THE SOUTHEAST PART OF
 QS0382'FORT YATES, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A ROAD
 QS0382'JUNCTION, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 QS0382'0.2 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 2.1 MILES SOUTH
 QS0382'ALONG A GRADED DIRT ROAD, AT THE ENTRANCE TO A DRIVE LEADING
 QS0382'TO THE LOUISA ZIMMERMAN RESIDENCE, 77 FEET WEST OF THE CENTER
 QS0382'LINE OF THE ROAD, 30 FEET WEST OF A FENCE CORNER, 29 FEET SOUTH
 QS0382'OF THE CENTER LINE OF THE DRIVE, 1.3 FEET NORTH OF A FENCE,
 QS0382'1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 QS0382'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 QS0382
 QS0382                          STATION RECOVERY (1959)
 QS0382
 QS0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QS0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0211 ***********************************************************************
 RR0211  DESIGNATION -  B 403
 RR0211  PID         -  RR0211
 RR0211  STATE/COUNTY-  ND/EMMONS
 RR0211  USGS QUAD   -  FORT YATES SE (1968)
 RR0211
 RR0211                         *CURRENT SURVEY CONTROL
 RR0211  ___________________________________________________________________
 RR0211* NAD 83(1986)-  46 06 08.     (N)    100 31 27.     (W)     SCALED    
 RR0211* NAVD 88     -       504.590  (meters)    1655.48   (feet)  ADJUSTED  
 RR0211  ___________________________________________________________________
 RR0211  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0211  DYNAMIC HT  -         504.566 (meters)    1655.40  (feet)  COMP
 RR0211  MODELED GRAV-     980,552.5   (mgal)                       NAVD 88
 RR0211
 RR0211  VERT ORDER  -  FIRST     CLASS II
 RR0211
 RR0211.The horizontal coordinates were scaled from a topographic map and have
 RR0211.an estimated accuracy of +/- 6 seconds.
 RR0211
 RR0211.The orthometric height was determined by differential leveling
 RR0211.and adjusted by the National Geodetic Survey in June 1991..
 RR0211
 RR0211.The geoid height was determined by GEOID03.
 RR0211
 RR0211.The dynamic height is computed by dividing the NAVD 88
 RR0211.geopotential number by the normal gravity value computed on the
 RR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0211.degrees latitude (g = 980.6199 gals.).
 RR0211
 RR0211.The modeled gravity was interpolated from observed gravity values.
 RR0211
 RR0211;                    North         East    Units  Estimated Accuracy
 RR0211;SPC ND S     -    48,420.      598,130.      MT  (+/- 180 meters Scaled)
 RR0211
 RR0211                          SUPERSEDED SURVEY CONTROL
 RR0211
 RR0211  NGVD 29 (??/??/92)  504.204  (m)         1654.21   (f) ADJ UNCH    1 2
 RR0211
 RR0211.Superseded values are not recommended for survey control.
 RR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0211.See file dsdata.txt to determine how the superseded data were derived.
 RR0211
 RR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS821065(NAD 83)
 RR0211_MARKER: DB = BENCH MARK DISK
 RR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0211_STAMPING: A 403 1949
 RR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0211+STABILITY: SURFACE MOTION
 RR0211
 RR0211  HISTORY     - Date     Condition        Report By
 RR0211  HISTORY     - 1949     MONUMENTED       CGS
 RR0211  HISTORY     - 1961     GOOD             NGS
 RR0211
 RR0211                          STATION DESCRIPTION
 RR0211
 RR0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0211'24.35 MI NW FROM POLLOCK, SD.
 RR0211'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0211'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0211'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0211'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 RR0211'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0211'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A
 RR0211'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 5.4 MILES
 RR0211'NORTHWEST ALONG A TRAIL ROAD, THENCE 0.3 MILE WEST ALONG A TRAIL ROAD,
 RR0211'THENCE 0.5 MILE NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE WEST ALONG A
 RR0211'TRAIL ROAD, THENCE 3.0  MILES NORTH ALONG  A TRAIL ROAD, 0.3 MILE
 RR0211'NORTH OF A TALL GROVE OF COTTONWOOD TREES WHICH IS EAST OF A WOODEN
 RR0211'BRIDGE ALONG CAT CREEK, 48 FEET SOUTH OF THE CENTER LINE OF A DIM
 RR0211'TRAIL ROAD LEADING EAST, 45 FEET EAST OF THE CENTER LINE OF THE MAIN
 RR0211'TRAIL ROAD, 27 FEET EAST OF A FENCE CORNER POST, 1.3 FEET NORTH OF A
 RR0211'FENCE, 1.3 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 RR0211'5-FOOT CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE--
 RR0211'POLLOCK HAS BEEN MOVED ABOUT 0.8 MI SOUTH.  ORIGINAL SITE IS FLOODED.
 RR0211
 RR0211                          STATION RECOVERY (1961)
 RR0211
 RR0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RR0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0815 ***********************************************************************
 TE0815  DESIGNATION -  B 404 RESET
 TE0815  PID         -  TE0815
 TE0815  STATE/COUNTY-  ND/RAMSEY
 TE0815  USGS QUAD   -  DERRICK SW (1972)
 TE0815
 TE0815                         *CURRENT SURVEY CONTROL
 TE0815  ___________________________________________________________________
 TE0815* NAD 83(1986)-  48 15 15.     (N)    098 39 31.     (W)     SCALED    
 TE0815* NAVD 88     -       450.32   (+/-2cm)    1477.4    (feet)  VERTCON   
 TE0815  ___________________________________________________________________
 TE0815  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0815
 TE0815  VERT ORDER  -  THIRD (See Below)
 TE0815
 TE0815.The horizontal coordinates were scaled from a topographic map and have
 TE0815.an estimated accuracy of +/- 6 seconds.
 TE0815
 TE0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0815.The vertical order pertains to the NGVD 29 superseded value.
 TE0815
 TE0815.The geoid height was determined by GEOID03.
 TE0815
 TE0815;                    North         East    Units  Estimated Accuracy
 TE0815;SPC ND N     -   141,080.      736,720.      MT  (+/- 180 meters Scaled)
 TE0815
 TE0815                          SUPERSEDED SURVEY CONTROL
 TE0815
 TE0815  NGVD 29 (11/04/04)  449.94   (m)         1476.2    (f) RESET       3  
 TE0815
 TE0815.Superseded values are not recommended for survey control.
 TE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0815.See file dsdata.txt to determine how the superseded data were derived.
 TE0815
 TE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU253446(NAD 83)
 TE0815_MARKER: DB = BENCH MARK DISK
 TE0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0815_STAMPING: B 404 RESET 1972
 TE0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0815+STABILITY: SURFACE MOTION
 TE0815
 TE0815  HISTORY     - Date     Condition        Report By
 TE0815  HISTORY     - 1972     MONUMENTED       NGS
 TE0815
 TE0815                          STATION DESCRIPTION
 TE0815
 TE0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TE0815'7.6 MI N FROM ROHRVILLE.
 TE0815'ABOUT 7.6 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0815'LINE RAILROAD AT ROHRVILLE, IN SEC. 8, R 62 W, T 155 N, AT A CROSSROAD
 TE0815'INTERSECTION, 85 FEET EAST OF THE CENTER OF COUNTY ROAD 3, 28 FEET
 TE0815'NORTHEAST OF A TELEPHONE POLE, 45 FEET NORTH OF THE EAST-WEST ROAD,
 TE0815'2.9 FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 TE0815'CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0856 ***********************************************************************
 TE0856  DESIGNATION -  B 405 RESET
 TE0856  PID         -  TE0856
 TE0856  STATE/COUNTY-  ND/RAMSEY
 TE0856  USGS QUAD   -  SOUTHAM (1971)
 TE0856
 TE0856                         *CURRENT SURVEY CONTROL
 TE0856  ___________________________________________________________________
 TE0856* NAD 83(1986)-  48 09 05.     (N)    098 30 32.     (W)     SCALED    
 TE0856* NAVD 88     -       456.196  (meters)    1496.70   (feet)  ADJUSTED  
 TE0856  ___________________________________________________________________
 TE0856  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 TE0856  DYNAMIC HT  -         456.275 (meters)    1496.96  (feet)  COMP
 TE0856  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TE0856
 TE0856  VERT ORDER  -  SECOND    CLASS 0
 TE0856
 TE0856.The horizontal coordinates were scaled from a topographic map and have
 TE0856.an estimated accuracy of +/- 6 seconds.
 TE0856
 TE0856.The orthometric height was determined by differential leveling
 TE0856.and adjusted by the National Geodetic Survey in June 1991..
 TE0856
 TE0856.The geoid height was determined by GEOID03.
 TE0856
 TE0856.The dynamic height is computed by dividing the NAVD 88
 TE0856.geopotential number by the normal gravity value computed on the
 TE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0856.degrees latitude (g = 980.6199 gals.).
 TE0856
 TE0856.The modeled gravity was interpolated from observed gravity values.
 TE0856
 TE0856;                    North         East    Units  Estimated Accuracy
 TE0856;SPC ND N     -   129,930.      748,130.      MT  (+/- 180 meters Scaled)
 TE0856
 TE0856                          SUPERSEDED SURVEY CONTROL
 TE0856
 TE0856  NGVD 29 (??/??/92)  455.817  (m)         1495.46   (f) ADJ UNCH    2 0
 TE0856
 TE0856.Superseded values are not recommended for survey control.
 TE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0856.See file dsdata.txt to determine how the superseded data were derived.
 TE0856
 TE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU365332(NAD 83)
 TE0856_MARKER: DB = BENCH MARK DISK
 TE0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0856_STAMPING: B 405 RESET 1964
 TE0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0856+STABILITY: SURFACE MOTION
 TE0856
 TE0856  HISTORY     - Date     Condition        Report By
 TE0856  HISTORY     - 1964     MONUMENTED       CGS
 TE0856
 TE0856                          STATION DESCRIPTION
 TE0856
 TE0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0856'2.5 MI E FROM SOUTHAM.
 TE0856'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE SOO LINE RAILROAD
 TE0856'STATION AT SOUTHAM, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, IN S
 TE0856'17, T 154 N, R 61 W, 108 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 TE0856'OF A GRAVELED ROAD LEADING NORTH, 77 FEET NORTH OF THE CENTER LINE OF
 TE0856'THE ROAD, 75 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 TE0856'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TE0856'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0224 ***********************************************************************
 TE0224  DESIGNATION -  B 406
 TE0224  PID         -  TE0224
 TE0224  STATE/COUNTY-  ND/CAVALIER
 TE0224  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0224
 TE0224                         *CURRENT SURVEY CONTROL
 TE0224  ___________________________________________________________________
 TE0224* NAD 83(1986)-  48 54 22.     (N)    098 28 28.     (W)     SCALED    
 TE0224* NAVD 88     -       479.942  (meters)    1574.61   (feet)  ADJUSTED  
 TE0224  ___________________________________________________________________
 TE0224  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0224  DYNAMIC HT  -         480.057 (meters)    1574.99  (feet)  COMP
 TE0224  MODELED GRAV-     980,834.3   (mgal)                       NAVD 88
 TE0224
 TE0224  VERT ORDER  -  SECOND    CLASS 0
 TE0224
 TE0224.The horizontal coordinates were scaled from a topographic map and have
 TE0224.an estimated accuracy of +/- 6 seconds.
 TE0224
 TE0224.The orthometric height was determined by differential leveling
 TE0224.and adjusted by the National Geodetic Survey in June 1991..
 TE0224
 TE0224.The geoid height was determined by GEOID03.
 TE0224
 TE0224.The dynamic height is computed by dividing the NAVD 88
 TE0224.geopotential number by the normal gravity value computed on the
 TE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0224.degrees latitude (g = 980.6199 gals.).
 TE0224
 TE0224.The modeled gravity was interpolated from observed gravity values.
 TE0224
 TE0224;                    North         East    Units  Estimated Accuracy
 TE0224;SPC ND N     -   213,890.      748,480.      MT  (+/- 180 meters Scaled)
 TE0224
 TE0224                          SUPERSEDED SURVEY CONTROL
 TE0224
 TE0224  NGVD 29 (??/??/92)  479.560  (m)         1573.36   (f) ADJ UNCH    2 0
 TE0224
 TE0224.Superseded values are not recommended for survey control.
 TE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0224.See file dsdata.txt to determine how the superseded data were derived.
 TE0224
 TE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV385171(NAD 83)
 TE0224_MARKER: DB = BENCH MARK DISK
 TE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0224_STAMPING: B 406 1964
 TE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0224+STABILITY: SURFACE MOTION
 TE0224
 TE0224  HISTORY     - Date     Condition        Report By
 TE0224  HISTORY     - 1964     MONUMENTED       CGS
 TE0224
 TE0224                          STATION DESCRIPTION
 TE0224
 TE0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0224'7.2 MI NE FROM WALES.
 TE0224'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0224'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TE0224'NORTH ALONG A GRAVELED ROAD, IN S 30, R 60 W, T 163 N, 113 FEET
 TE0224'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A ROAD, 89 FEET EAST OF
 TE0224'THE CENTER LINE OF A ROAD, 71 FEET NORTH OF THE CENTER LINE OF A ROAD,
 TE0224'18 FEET EAST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 1 1/2 FEET WEST
 TE0224'OF AN ANCHOR FOR A GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS POST,
 TE0224'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0224'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0161 ***********************************************************************
 TE0161  DESIGNATION -  B 407
 TE0161  PID         -  TE0161
 TE0161  STATE/COUNTY-  ND/CAVALIER
 TE0161  USGS QUAD   -  MAIDA (1967)
 TE0161
 TE0161                         *CURRENT SURVEY CONTROL
 TE0161  ___________________________________________________________________
 TE0161* NAD 83(1986)-  48 54 21.     (N)    098 21 55.     (W)     SCALED    
 TE0161* NAVD 88     -       482.741  (meters)    1583.79   (feet)  ADJUSTED  
 TE0161  ___________________________________________________________________
 TE0161  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 TE0161  DYNAMIC HT  -         482.856 (meters)    1584.17  (feet)  COMP
 TE0161  MODELED GRAV-     980,831.8   (mgal)                       NAVD 88
 TE0161
 TE0161  VERT ORDER  -  SECOND    CLASS 0
 TE0161
 TE0161.The horizontal coordinates were scaled from a topographic map and have
 TE0161.an estimated accuracy of +/- 6 seconds.
 TE0161
 TE0161.The orthometric height was determined by differential leveling
 TE0161.and adjusted by the National Geodetic Survey in June 1991..
 TE0161
 TE0161.The geoid height was determined by GEOID03.
 TE0161
 TE0161.The dynamic height is computed by dividing the NAVD 88
 TE0161.geopotential number by the normal gravity value computed on the
 TE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0161.degrees latitude (g = 980.6199 gals.).
 TE0161
 TE0161.The modeled gravity was interpolated from observed gravity values.
 TE0161
 TE0161;                    North         East    Units  Estimated Accuracy
 TE0161;SPC ND N     -   214,070.      756,480.      MT  (+/- 180 meters Scaled)
 TE0161
 TE0161                          SUPERSEDED SURVEY CONTROL
 TE0161
 TE0161  NGVD 29 (??/??/92)  482.362  (m)         1582.55   (f) ADJ UNCH    2 0
 TE0161
 TE0161.Superseded values are not recommended for survey control.
 TE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0161.See file dsdata.txt to determine how the superseded data were derived.
 TE0161
 TE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV465171(NAD 83)
 TE0161_MARKER: DB = BENCH MARK DISK
 TE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0161_STAMPING: B 407 1964
 TE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0161+STABILITY: SURFACE MOTION
 TE0161
 TE0161  HISTORY     - Date     Condition        Report By
 TE0161  HISTORY     - 1964     MONUMENTED       CGS
 TE0161
 TE0161                          STATION DESCRIPTION
 TE0161
 TE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0161'6.5 MI S FROM MAIDA.
 TE0161'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0161'MAIDA, IN SECTION 23, R 60 W, T 163 N, 200 FEET WEST OF THE CENTER
 TE0161'LINE OF THE HIGHWAY, 92 FEET SOUTH OF THE CENTER LINE OF EAST-WEST
 TE0161'ROAD, 99 FEET WEST-SOUTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 1.4
 TE0161'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 TE0161'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 TE0161'OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 0.1 MILE EAST
 TE0161'ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT LANGDON, THENCE 10.0
 TE0161'MILES NORTH ALONG STATE HIGHWAY 1 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0904 ***********************************************************************
 TE0904  DESIGNATION -  B 408
 TE0904  PID         -  TE0904
 TE0904  STATE/COUNTY-  ND/CAVALIER
 TE0904  USGS QUAD   -  ALSEN (1970)
 TE0904
 TE0904                         *CURRENT SURVEY CONTROL
 TE0904  ___________________________________________________________________
 TE0904* NAD 83(1986)-  48 37 50.     (N)    098 43 51.     (W)     SCALED    
 TE0904* NAVD 88     -       484.109  (meters)    1588.28   (feet)  ADJUSTED  
 TE0904  ___________________________________________________________________
 TE0904  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE0904  DYNAMIC HT  -         484.210 (meters)    1588.61  (feet)  COMP
 TE0904  MODELED GRAV-     980,804.8   (mgal)                       NAVD 88
 TE0904
 TE0904  VERT ORDER  -  SECOND    CLASS 0
 TE0904
 TE0904.The horizontal coordinates were scaled from a topographic map and have
 TE0904.an estimated accuracy of +/- 6 seconds.
 TE0904
 TE0904.The orthometric height was determined by differential leveling
 TE0904.and adjusted by the National Geodetic Survey in June 1991..
 TE0904
 TE0904.The geoid height was determined by GEOID03.
 TE0904
 TE0904.The dynamic height is computed by dividing the NAVD 88
 TE0904.geopotential number by the normal gravity value computed on the
 TE0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0904.degrees latitude (g = 980.6199 gals.).
 TE0904
 TE0904.The modeled gravity was interpolated from observed gravity values.
 TE0904
 TE0904;                    North         East    Units  Estimated Accuracy
 TE0904;SPC ND N     -   182,790.      730,390.      MT  (+/- 180 meters Scaled)
 TE0904
 TE0904                          SUPERSEDED SURVEY CONTROL
 TE0904
 TE0904  NGVD 29 (??/??/92)  483.714  (m)         1586.98   (f) ADJ UNCH    2 0
 TE0904
 TE0904.Superseded values are not recommended for survey control.
 TE0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0904.See file dsdata.txt to determine how the superseded data were derived.
 TE0904
 TE0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU198864(NAD 83)
 TE0904_MARKER: DB = BENCH MARK DISK
 TE0904_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0904_SP_SET: 19.5 FT
 TE0904_STAMPING: B 408 1964
 TE0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0904
 TE0904  HISTORY     - Date     Condition        Report By
 TE0904  HISTORY     - 1964     MONUMENTED       CGS
 TE0904
 TE0904                          STATION DESCRIPTION
 TE0904
 TE0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0904'1.2 MI W FROM ALSEN.
 TE0904'ABOUT 1.2 MILES WEST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0904'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT ALSEN,
 TE0904'IN S 1, R 63 W, T 159 N, 63 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TE0904'107 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 25 FEET
 TE0904'SOUTH OF THE SOUTH RAIL OF THE TRACK, 5 FEET EAST OF A POWER POLE, 0.9
 TE0904'FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TE0904'THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TE0904'DRIVEN TO A DEPTH OF 19 1/2 FEET AND IS ENCASED IN A 4-INCH CAST IRON
 TE0904'PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0416 ***********************************************************************
 TD0416  DESIGNATION -  B 409
 TD0416  PID         -  TD0416
 TD0416  STATE/COUNTY-  ND/WALSH
 TD0416  USGS QUAD   -  PARK RIVER (1963)
 TD0416
 TD0416                         *CURRENT SURVEY CONTROL
 TD0416  ___________________________________________________________________
 TD0416* NAD 83(1986)-  48 24 46.     (N)    097 43 54.     (W)     SCALED    
 TD0416* NAVD 88     -       298.117  (meters)     978.07   (feet)  ADJUSTED  
 TD0416  ___________________________________________________________________
 TD0416  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 TD0416  DYNAMIC HT  -         298.185 (meters)     978.30  (feet)  COMP
 TD0416  MODELED GRAV-     980,831.8   (mgal)                       NAVD 88
 TD0416
 TD0416  VERT ORDER  -  SECOND    CLASS 0
 TD0416
 TD0416.The horizontal coordinates were scaled from a topographic map and have
 TD0416.an estimated accuracy of +/- 6 seconds.
 TD0416
 TD0416.The orthometric height was determined by differential leveling
 TD0416.and adjusted by the National Geodetic Survey in June 1991..
 TD0416
 TD0416.The geoid height was determined by GEOID03.
 TD0416
 TD0416.The dynamic height is computed by dividing the NAVD 88
 TD0416.geopotential number by the normal gravity value computed on the
 TD0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0416.degrees latitude (g = 980.6199 gals.).
 TD0416
 TD0416.The modeled gravity was interpolated from observed gravity values.
 TD0416
 TD0416;                    North         East    Units  Estimated Accuracy
 TD0416;SPC ND N     -   160,760.      804,880.      MT  (+/- 180 meters Scaled)
 TD0416
 TD0416                          SUPERSEDED SURVEY CONTROL
 TD0416
 TD0416  NGVD 29 (??/??/92)  297.772  (m)          976.94   (f) ADJ UNCH    2 0
 TD0416
 TD0416.Superseded values are not recommended for survey control.
 TD0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0416.See file dsdata.txt to determine how the superseded data were derived.
 TD0416
 TD0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU938629(NAD 83)
 TD0416_MARKER: DB = BENCH MARK DISK
 TD0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0416_STAMPING: B 409 1964
 TD0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0416+STABILITY: SURFACE MOTION
 TD0416
 TD0416  HISTORY     - Date     Condition        Report By
 TD0416  HISTORY     - 1964     MONUMENTED       CGS
 TD0416
 TD0416                          STATION DESCRIPTION
 TD0416
 TD0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0416'1.9 MI N FROM PARK RIVER.
 TD0416'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0416'STATION AT PARK RIVER, THENCE 1.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0416'12, ON THE OUTSIDE AND ABOUT 100 YARDS SOUTHEAST OF THE CENTER OF A
 TD0416'LONG CURVE, AT THE INTERSECTION OF A NARROW DIRT ROAD, 58 FEET SOUTH
 TD0416'OF THE CENTER LINE OF THE ROAD LEADING EAST, 31 FEET EAST OF THE
 TD0416'CENTER LINE OF THE ROAD LEADING SOUTH, 39 FEET SOUTHEAST OF THE EAST
 TD0416'END OF A 36-INCH PIPE CULVERT UNDER THE ROAD LEADING SOUTH, 18 FEET
 TD0416'SOUTH OF A TELEPHONE POLE, 1.7 FEET EAST OF A METAL WITNESS POST,
 TD0416'ABOUT LEVEL WITH THE ROAD LEADING SOUTH, AND SET IN THE TOP OF A
 TD0416'CONCRETE POST PROJECTING 2 INCHES, IN S 22, R 55 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0319 ***********************************************************************
 RQ0319  DESIGNATION -  B 41
 RQ0319  PID         -  RQ0319
 RQ0319  STATE/COUNTY-  ND/MCINTOSH
 RQ0319  USGS QUAD   -  DANZIG (1982)
 RQ0319
 RQ0319                         *CURRENT SURVEY CONTROL
 RQ0319  ___________________________________________________________________
 RQ0319* NAD 83(1986)-  46 08 27.     (N)    099 28 43.     (W)     SCALED    
 RQ0319* NAVD 88     -       618.085  (meters)    2027.83   (feet)  ADJUSTED  
 RQ0319  ___________________________________________________________________
 RQ0319  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RQ0319  DYNAMIC HT  -         618.045 (meters)    2027.70  (feet)  COMP
 RQ0319  MODELED GRAV-     980,530.2   (mgal)                       NAVD 88
 RQ0319
 RQ0319  VERT ORDER  -  SECOND    CLASS 0
 RQ0319
 RQ0319.The horizontal coordinates were scaled from a topographic map and have
 RQ0319.an estimated accuracy of +/- 6 seconds.
 RQ0319
 RQ0319.The orthometric height was determined by differential leveling
 RQ0319.and adjusted by the National Geodetic Survey in June 1991..
 RQ0319
 RQ0319.The geoid height was determined by GEOID03.
 RQ0319
 RQ0319.The dynamic height is computed by dividing the NAVD 88
 RQ0319.geopotential number by the normal gravity value computed on the
 RQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0319.degrees latitude (g = 980.6199 gals.).
 RQ0319
 RQ0319.The modeled gravity was interpolated from observed gravity values.
 RQ0319
 RQ0319;                    North         East    Units  Estimated Accuracy
 RQ0319;SPC ND S     -    53,220.      678,920.      MT  (+/- 180 meters Scaled)
 RQ0319
 RQ0319                          SUPERSEDED SURVEY CONTROL
 RQ0319
 RQ0319  NGVD 29 (??/??/92)  617.639  (m)         2026.37   (f) ADJ UNCH    2 0
 RQ0319
 RQ0319.Superseded values are not recommended for survey control.
 RQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0319.See file dsdata.txt to determine how the superseded data were derived.
 RQ0319
 RQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS630098(NAD 83)
 RQ0319_MARKER: DB = BENCH MARK DISK
 RQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0319_STAMPING: B 41 1934
 RQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0319+STABILITY: SURFACE MOTION
 RQ0319
 RQ0319  HISTORY     - Date     Condition        Report By
 RQ0319  HISTORY     - 1934     MONUMENTED       CGS
 RQ0319  HISTORY     - 1959     GOOD             NGS
 RQ0319
 RQ0319                          STATION DESCRIPTION
 RQ0319
 RQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0319'IN DANZIG.
 RQ0319'AT DANZIG, MCINTOSH COUNTY, 5 FEET SOUTH OF THE FIRST POLE SOUTH OF
 RQ0319'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 11
 RQ0319'POLES NORTHWEST OF MILEPOST 352, 1 POLE NORTHWEST OF THE MAIN STREET
 RQ0319'CROSSING, 42 FEET EAST OF THE CENTERLINE OF THE TRACK, IN LINE WITH
 RQ0319'THE EAST SIDE OF THE STATION, AND ABOUT 2 FEET LOWER THAN THE RAIL. A
 RQ0319'STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0319'POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 RQ0319'IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0379 ***********************************************************************
 TD0379  DESIGNATION -  B 410
 TD0379  PID         -  TD0379
 TD0379  STATE/COUNTY-  ND/WALSH
 TD0379  USGS QUAD   -  PARK RIVER (1963)
 TD0379
 TD0379                         *CURRENT SURVEY CONTROL
 TD0379  ___________________________________________________________________
 TD0379* NAD 83(1986)-  48 23 54.     (N)    097 43 44.     (W)     SCALED    
 TD0379* NAVD 88     -       298.806  (meters)     980.33   (feet)  ADJUSTED  
 TD0379  ___________________________________________________________________
 TD0379  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 TD0379  DYNAMIC HT  -         298.875 (meters)     980.56  (feet)  COMP
 TD0379  MODELED GRAV-     980,832.5   (mgal)                       NAVD 88
 TD0379
 TD0379  VERT ORDER  -  SECOND    CLASS 0
 TD0379
 TD0379.The horizontal coordinates were scaled from a topographic map and have
 TD0379.an estimated accuracy of +/- 6 seconds.
 TD0379
 TD0379.The orthometric height was determined by differential leveling
 TD0379.and adjusted by the National Geodetic Survey in June 1991..
 TD0379
 TD0379.The geoid height was determined by GEOID03.
 TD0379
 TD0379.The dynamic height is computed by dividing the NAVD 88
 TD0379.geopotential number by the normal gravity value computed on the
 TD0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0379.degrees latitude (g = 980.6199 gals.).
 TD0379
 TD0379.The modeled gravity was interpolated from observed gravity values.
 TD0379
 TD0379;                    North         East    Units  Estimated Accuracy
 TD0379;SPC ND N     -   159,160.      805,140.      MT  (+/- 180 meters Scaled)
 TD0379
 TD0379                          SUPERSEDED SURVEY CONTROL
 TD0379
 TD0379  NGVD 29 (??/??/92)  298.465  (m)          979.21   (f) ADJ UNCH    2 0
 TD0379
 TD0379.Superseded values are not recommended for survey control.
 TD0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0379.See file dsdata.txt to determine how the superseded data were derived.
 TD0379
 TD0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU940613(NAD 83)
 TD0379_MARKER: DB = BENCH MARK DISK
 TD0379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0379_SP_SET: 24 FT
 TD0379_STAMPING: B 410 1964
 TD0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0379
 TD0379  HISTORY     - Date     Condition        Report By
 TD0379  HISTORY     - 1964     MONUMENTED       CGS
 TD0379
 TD0379                          STATION DESCRIPTION
 TD0379
 TD0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0379'0.6 MI E FROM PARK RIVER.
 TD0379'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0379'GREAT NORTHERN RAILWAY AT PARK RIVER, IN S 22, R 55 W, T 157 N, AT THE
 TD0379'JUNCTION OF THE MAIN ENTRANCE DRIVE TO THE PARK RIVER MEMORIAL PARK
 TD0379'WHICH IS A CEMETERY, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TD0379'31 FEET EAST OF THE CENTER LINE OF THE DRIVE, 18 FEET SOUTHEAST OF THE
 TD0379'SOUTHEAST CORNER OF THE MOST EASTERLY OF FOUR MARBLE POSTS, 1/2 FOOT
 TD0379'SOUTH OF A WIRE-MESH FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 TD0379'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A
 TD0379'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 TD0379'ENCASED IN A 5-INCH PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0438 ***********************************************************************
 TD0438  DESIGNATION -  B 411
 TD0438  PID         -  TD0438
 TD0438  STATE/COUNTY-  ND/WALSH
 TD0438  USGS QUAD   -  EDINBURG NW (1972)
 TD0438
 TD0438                         *CURRENT SURVEY CONTROL
 TD0438  ___________________________________________________________________
 TD0438* NAD 83(1996)-  48 23 52.98831(N)    097 56 54.64642(W)     ADJUSTED  
 TD0438* NAVD 88     -       422.318  (meters)    1385.56   (feet)  ADJUSTED  
 TD0438  ___________________________________________________________________
 TD0438  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 TD0438  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0438  DYNAMIC HT  -         422.403 (meters)    1385.83  (feet)  COMP
 TD0438  MODELED GRAV-     980,798.3   (mgal)                       NAVD 88
 TD0438
 TD0438  HORZ ORDER  -  SECOND
 TD0438  VERT ORDER  -  SECOND    CLASS 0
 TD0438
 TD0438.The horizontal coordinates were established by classical geodetic methods
 TD0438.and adjusted by the National Geodetic Survey in January 1998..
 TD0438
 TD0438.The orthometric height was determined by differential leveling
 TD0438.and adjusted by the National Geodetic Survey in June 1991..
 TD0438
 TD0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0438
 TD0438.The geoid height was determined by GEOID03.
 TD0438
 TD0438.The dynamic height is computed by dividing the NAVD 88
 TD0438.geopotential number by the normal gravity value computed on the
 TD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0438.degrees latitude (g = 980.6199 gals.).
 TD0438
 TD0438.The modeled gravity was interpolated from observed gravity values.
 TD0438
 TD0438;                    North         East     Units Scale Factor Converg.
 TD0438;SPC ND N     -   158,569.047   788,892.424   MT  0.99995078   +1 53 55.1
 TD0438;SPC ND N     -   520,239.66  2,588,229.74   iFT  0.99995078   +1 53 55.1
 TD0438;UTM  14      - 5,361,077.691   577,830.419   MT  0.99967443   +0 47 10.7
 TD0438
 TD0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0438!SPC ND N     -   0.99993780  x   0.99995078  =   0.99988859
 TD0438!UTM  14      -   0.99993780  x   0.99967443  =   0.99961225
 TD0438
 TD0438                          SUPERSEDED SURVEY CONTROL
 TD0438
 TD0438  NAD 83(1986)-  48 23 52.98589(N)    097 56 54.64434(W) AD(       ) 2
 TD0438  NAD 27      -  48 23 53.00517(N)    097 56 53.30326(W) AD(       ) 2
 TD0438  NGVD 29 (??/??/92)  421.943  (m)         1384.32   (f) ADJ UNCH    2 0
 TD0438
 TD0438.Superseded values are not recommended for survey control.
 TD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0438.See file dsdata.txt to determine how the superseded data were derived.
 TD0438
 TD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7783061078(NAD 83)
 TD0438_MARKER: DB = BENCH MARK DISK
 TD0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0438_STAMPING: B 411 1964
 TD0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0438+STABILITY: SURFACE MOTION
 TD0438
 TD0438  HISTORY     - Date     Condition        Report By
 TD0438  HISTORY     - 1964     MONUMENTED       CGS
 TD0438  HISTORY     - 1967     GOOD             CGS
 TD0438  HISTORY     - 1967     GOOD             NGS
 TD0438
 TD0438                          STATION DESCRIPTION
 TD0438
 TD0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0438'5.9 MI E FROM ADAMS.
 TD0438'ABOUT 5.9 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0438'SOO LINE RAILROAD AT ADAMS, IN S 26, R 57 W, T 157 N, ABOUT 1.1 MILES
 TD0438'WEST OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH TO LANKIN, 136
 TD0438'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED DRIVE
 TD0438'LEADING SOUTH TO A WHITE FARMHOUSE, 102 FEET SOUTH OF THE CENTER LINE
 TD0438'OF THE HIGHWAY, 91 FEET EAST OF THE CENTER LINE OF THE DRIVE, 2 FEET
 TD0438'NORTH OF A FENCE LINE, 2.1 FEET WEST OF A METAL WITNESS POST, ABOUT
 TD0438'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TD0438'PROJECTING 5 INCHES.
 TD0438
 TD0438                          STATION RECOVERY (1967)
 TD0438
 TD0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TD0438'TO REACH STATION VESTA FROM THE POST OFFICE IN PARK RIVER,
 TD0438'GO NORTH ON BRIGGS AVENUE FOR 0.2 MILE TO THE JUNCTION WITH
 TD0438'STATE HIGHWAY 17.  TURN LEFT AND GO WEST ON HIGHWAY 17 FOR
 TD0438'5.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 32, CONTINUE
 TD0438'WEST ON HIGHWAY 17 FOR 3.0 MILES TO A PAVED SIDE ROAD ON THE
 TD0438'LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 1.05 MILES TO
 TD0438'STATION VESTA ON THE LEFT.
 TD0438'
 TD0438'BENCH MARK B 411 IS A STANDARD DISK, STAMPED B 411 1964,
 TD0438'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD0438'THAT PROJECTS 3 INCHES.  IT IS 105.0 FEET SOUTH OF THE CENTERLINE
 TD0438'OF THE HIGHWAY, 92.0 FEET EAST OF THE CENTERLINE OF THE
 TD0438'GRAVELED ROAD, 50.0 FEET EAST OF A FENCE CORNER POST, 13.2
 TD0438'FEET WEST OF THE RIGHT-OF-WAY MARKER, 1.9 FEET WEST OF A
 TD0438'FENCE AND 1.9 FEET NORTH OF A WITNESS POST.
 TD0438
 TD0438                          STATION RECOVERY (1967)
 TD0438
 TD0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TD0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0484 ***********************************************************************
 TE0484  DESIGNATION -  B 412
 TE0484  PID         -  TE0484
 TE0484  STATE/COUNTY-  ND/RAMSEY
 TE0484  USGS QUAD   -  EDMORE NE (1972)
 TE0484
 TE0484                         *CURRENT SURVEY CONTROL
 TE0484  ___________________________________________________________________
 TE0484* NAD 83(1986)-  48 24 45.     (N)    098 21 39.     (W)     SCALED    
 TE0484* NAVD 88     -       469.681  (meters)    1540.95   (feet)  ADJUSTED  
 TE0484  ___________________________________________________________________
 TE0484  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 TE0484  DYNAMIC HT  -         469.775 (meters)    1541.25  (feet)  COMP
 TE0484  MODELED GRAV-     980,795.6   (mgal)                       NAVD 88
 TE0484
 TE0484  VERT ORDER  -  SECOND    CLASS 0
 TE0484
 TE0484.The horizontal coordinates were scaled from a topographic map and have
 TE0484.an estimated accuracy of +/- 6 seconds.
 TE0484
 TE0484.The orthometric height was determined by differential leveling
 TE0484.and adjusted by the National Geodetic Survey in June 1991..
 TE0484
 TE0484.The geoid height was determined by GEOID03.
 TE0484
 TE0484.The dynamic height is computed by dividing the NAVD 88
 TE0484.geopotential number by the normal gravity value computed on the
 TE0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0484.degrees latitude (g = 980.6199 gals.).
 TE0484
 TE0484.The modeled gravity was interpolated from observed gravity values.
 TE0484
 TE0484;                    North         East    Units  Estimated Accuracy
 TE0484;SPC ND N     -   159,250.      758,330.      MT  (+/- 180 meters Scaled)
 TE0484
 TE0484                          SUPERSEDED SURVEY CONTROL
 TE0484
 TE0484  NGVD 29 (??/??/92)  469.305  (m)         1539.71   (f) ADJ UNCH    2 0
 TE0484
 TE0484.Superseded values are not recommended for survey control.
 TE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0484.See file dsdata.txt to determine how the superseded data were derived.
 TE0484
 TE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU472623(NAD 83)
 TE0484_MARKER: DB = BENCH MARK DISK
 TE0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0484_SP_SET: 24 FEET
 TE0484_STAMPING: B 412 1964
 TE0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0484
 TE0484  HISTORY     - Date     Condition        Report By
 TE0484  HISTORY     - 1964     MONUMENTED       CGS
 TE0484
 TE0484                          STATION DESCRIPTION
 TE0484
 TE0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0484'4.3 MI E FROM EDMORE.
 TE0484'ABOUT 4.3 MILES EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0484'AT EDMORE, IN S 23, R 60 W, T 157 N, ABOUT 1.0 MILE EAST OF THE
 TE0484'INTERSECTION OF STATE HIGHWAY 1, 109 FEET SOUTHEAST OF THE CENTER OF
 TE0484'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 97 FEET SOUTH OF THE CENTER
 TE0484'LINE OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3
 TE0484'FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 TE0484'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TE0484'DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 5-INCH IRON PIPE
 TE0484'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0609 ***********************************************************************
 TD0609  DESIGNATION -  B 413
 TD0609  PID         -  TD0609
 TD0609  STATE/COUNTY-  ND/CAVALIER
 TD0609  USGS QUAD   -  UNION (1972)
 TD0609
 TD0609                         *CURRENT SURVEY CONTROL
 TD0609  ___________________________________________________________________
 TD0609* NAD 83(1986)-  48 35 28.     (N)    097 58 40.     (W)     SCALED    
 TD0609* NAVD 88     -       456.928  (meters)    1499.10   (feet)  ADJUSTED  
 TD0609  ___________________________________________________________________
 TD0609  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 TD0609  DYNAMIC HT  -         457.021 (meters)    1499.41  (feet)  COMP
 TD0609  MODELED GRAV-     980,800.5   (mgal)                       NAVD 88
 TD0609
 TD0609  VERT ORDER  -  SECOND    CLASS 0
 TD0609
 TD0609.The horizontal coordinates were scaled from a topographic map and have
 TD0609.an estimated accuracy of +/- 6 seconds.
 TD0609
 TD0609.The orthometric height was determined by differential leveling
 TD0609.and adjusted by the National Geodetic Survey in June 1991..
 TD0609
 TD0609.The geoid height was determined by GEOID03.
 TD0609
 TD0609.The dynamic height is computed by dividing the NAVD 88
 TD0609.geopotential number by the normal gravity value computed on the
 TD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0609.degrees latitude (g = 980.6199 gals.).
 TD0609
 TD0609.The modeled gravity was interpolated from observed gravity values.
 TD0609
 TD0609;                    North         East    Units  Estimated Accuracy
 TD0609;SPC ND N     -   179,950.      786,020.      MT  (+/- 180 meters Scaled)
 TD0609
 TD0609                          SUPERSEDED SURVEY CONTROL
 TD0609
 TD0609  NGVD 29 (??/??/92)  456.553  (m)         1497.87   (f) ADJ UNCH    2 0
 TD0609
 TD0609.Superseded values are not recommended for survey control.
 TD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0609.See file dsdata.txt to determine how the superseded data were derived.
 TD0609
 TD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU753825(NAD 83)
 TD0609_MARKER: DB = BENCH MARK DISK
 TD0609_SETTING: 80 = SET IN A BOULDER
 TD0609_SP_SET: BOULDER
 TD0609_STAMPING: B 413 1964
 TD0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0609+STABILITY: SURFACE MOTION
 TD0609
 TD0609  HISTORY     - Date     Condition        Report By
 TD0609  HISTORY     - 1964     MONUMENTED       CGS
 TD0609
 TD0609                          STATION DESCRIPTION
 TD0609
 TD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0609'3.85 MI SE FROM MILTON.
 TD0609'ABOUT 3.85 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0609'STATION AT MILTON, IN S 15, R 57 W, T 159 N, ABOUT 0.25 MILE NORTHWEST
 TD0609'OF MILEPOST 52, 12 RAILS NORTHWEST OF A ROAD CROSSING, SET IN THE TOP
 TD0609'OF A LARGE GRANITE BOULDER, 59 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TD0609'1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TD0609'TRACK, AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0305 ***********************************************************************
 TE0305  DESIGNATION -  B 414
 TE0305  PID         -  TE0305
 TE0305  STATE/COUNTY-  ND/WALSH
 TE0305  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0305
 TE0305                         *CURRENT SURVEY CONTROL
 TE0305  ___________________________________________________________________
 TE0305* NAD 83(1986)-  48 30 05.     (N)    098 04 46.     (W)     SCALED    
 TE0305* NAVD 88     -       476.778  (meters)    1564.23   (feet)  ADJUSTED  
 TE0305  ___________________________________________________________________
 TE0305  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 TE0305  DYNAMIC HT  -         476.868 (meters)    1564.52  (feet)  COMP
 TE0305  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TE0305
 TE0305  VERT ORDER  -  SECOND    CLASS 0
 TE0305
 TE0305.The horizontal coordinates were scaled from a topographic map and have
 TE0305.an estimated accuracy of +/- 6 seconds.
 TE0305
 TE0305.The orthometric height was determined by differential leveling
 TE0305.and adjusted by the National Geodetic Survey in June 1991..
 TE0305
 TE0305.The geoid height was determined by GEOID03.
 TE0305
 TE0305.The dynamic height is computed by dividing the NAVD 88
 TE0305.geopotential number by the normal gravity value computed on the
 TE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0305.degrees latitude (g = 980.6199 gals.).
 TE0305
 TE0305.The modeled gravity was interpolated from observed gravity values.
 TE0305
 TE0305;                    North         East    Units  Estimated Accuracy
 TE0305;SPC ND N     -   169,740.      778,840.      MT  (+/- 180 meters Scaled)
 TE0305
 TE0305                          SUPERSEDED SURVEY CONTROL
 TE0305
 TE0305  NGVD 29 (??/??/92)  476.394  (m)         1562.97   (f) ADJ UNCH    2 0
 TE0305
 TE0305.Superseded values are not recommended for survey control.
 TE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0305.See file dsdata.txt to determine how the superseded data were derived.
 TE0305
 TE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU680724(NAD 83)
 TE0305_MARKER: DB = BENCH MARK DISK
 TE0305_SETTING: 80 = SET IN A BOULDER
 TE0305_SP_SET: BOULDER
 TE0305_STAMPING: B 414 1964
 TE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0305+STABILITY: SURFACE MOTION
 TE0305
 TE0305  HISTORY     - Date     Condition        Report By
 TE0305  HISTORY     - 1964     MONUMENTED       CGS
 TE0305  HISTORY     - 1980     GOOD             NDHD
 TE0305
 TE0305                          STATION DESCRIPTION
 TE0305
 TE0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0305'8.15 MI E FROM FAIRDALE.
 TE0305'ABOUT 7.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0305'COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 1.15 MILES NORTH ALONG WALSH
 TE0305'COUNTY ROAD 16, IN S 14, T 158 N, R 58 W, 107 FEET WEST OF THE CENTER
 TE0305'LINE OF THE ROAD, 3.0 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 TE0305'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A GRANITE BOULDER
 TE0305'PROJECTING ABOUT 4 INCHES.
 TE0305
 TE0305                          STATION RECOVERY (1980)
 TE0305
 TE0305'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1980
 TE0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0698 ***********************************************************************
 TD0698  DESIGNATION -  B 415
 TD0698  PID         -  TD0698
 TD0698  STATE/COUNTY-  ND/CAVALIER
 TD0698  USGS QUAD   -  UNION (1972)
 TD0698
 TD0698                         *CURRENT SURVEY CONTROL
 TD0698  ___________________________________________________________________
 TD0698* NAD 83(1986)-  48 32 36.     (N)    097 58 18.     (W)     SCALED    
 TD0698* NAVD 88     -       438.576  (meters)    1438.89   (feet)  ADJUSTED  
 TD0698  ___________________________________________________________________
 TD0698  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 TD0698  DYNAMIC HT  -         438.664 (meters)    1439.18  (feet)  COMP
 TD0698  MODELED GRAV-     980,798.3   (mgal)                       NAVD 88
 TD0698
 TD0698  VERT ORDER  -  SECOND    CLASS 0
 TD0698
 TD0698.The horizontal coordinates were scaled from a topographic map and have
 TD0698.an estimated accuracy of +/- 6 seconds.
 TD0698
 TD0698.The orthometric height was determined by differential leveling
 TD0698.and adjusted by the National Geodetic Survey in June 1991..
 TD0698
 TD0698.The geoid height was determined by GEOID03.
 TD0698
 TD0698.The dynamic height is computed by dividing the NAVD 88
 TD0698.geopotential number by the normal gravity value computed on the
 TD0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0698.degrees latitude (g = 980.6199 gals.).
 TD0698
 TD0698.The modeled gravity was interpolated from observed gravity values.
 TD0698
 TD0698;                    North         East    Units  Estimated Accuracy
 TD0698;SPC ND N     -   174,660.      786,650.      MT  (+/- 180 meters Scaled)
 TD0698
 TD0698                          SUPERSEDED SURVEY CONTROL
 TD0698
 TD0698  NGVD 29 (??/??/92)  438.201  (m)         1437.66   (f) ADJ UNCH    2 0
 TD0698
 TD0698.Superseded values are not recommended for survey control.
 TD0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0698.See file dsdata.txt to determine how the superseded data were derived.
 TD0698
 TD0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU759772(NAD 83)
 TD0698_MARKER: DB = BENCH MARK DISK
 TD0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0698_SP_SET: CULVERT
 TD0698_STAMPING: B 415 1964
 TD0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0698
 TD0698  HISTORY     - Date     Condition        Report By
 TD0698  HISTORY     - 1964     MONUMENTED       CGS
 TD0698
 TD0698                          STATION DESCRIPTION
 TD0698
 TD0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0698'6.5 MI NW FROM EDINBURG.
 TD0698'ABOUT 4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0698'STATION AT EDINBURG, THENCE 1.7 MILES WEST ALONG WALSH COUNTY ROAD 1,
 TD0698'IN S 34, T 159 N, R 57 W, ABOUT ON THE WALSH-CAVALIER COUNTY LINE, 91
 TD0698'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE
 TD0698'GRANITE BOULDER, ON THE SOUTHWEST SLOPE OF A HILL, 91 FEET NORTHEAST
 TD0698'OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, 1.4 FEET SOUTH OF A
 TD0698'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ABOUT FLUSH WITH
 TD0698'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0429 ***********************************************************************
 TD0429  DESIGNATION -  B 416
 TD0429  PID         -  TD0429
 TD0429  STATE/COUNTY-  ND/WALSH
 TD0429  USGS QUAD   -  EDINBURG NW (1972)
 TD0429
 TD0429                         *CURRENT SURVEY CONTROL
 TD0429  ___________________________________________________________________
 TD0429* NAD 83(1986)-  48 28 10.     (N)    097 57 10.     (W)     SCALED    
 TD0429* NAVD 88     -       426.228  (meters)    1398.38   (feet)  ADJUSTED  
 TD0429  ___________________________________________________________________
 TD0429  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 TD0429  DYNAMIC HT  -         426.313 (meters)    1398.66  (feet)  COMP
 TD0429  MODELED GRAV-     980,797.6   (mgal)                       NAVD 88
 TD0429
 TD0429  VERT ORDER  -  SECOND    CLASS 0
 TD0429
 TD0429.The horizontal coordinates were scaled from a topographic map and have
 TD0429.an estimated accuracy of +/- 6 seconds.
 TD0429
 TD0429.The orthometric height was determined by differential leveling
 TD0429.and adjusted by the National Geodetic Survey in June 1991..
 TD0429
 TD0429.The geoid height was determined by GEOID03.
 TD0429
 TD0429.The dynamic height is computed by dividing the NAVD 88
 TD0429.geopotential number by the normal gravity value computed on the
 TD0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0429.degrees latitude (g = 980.6199 gals.).
 TD0429
 TD0429.The modeled gravity was interpolated from observed gravity values.
 TD0429
 TD0429;                    North         East    Units  Estimated Accuracy
 TD0429;SPC ND N     -   166,490.      788,310.      MT  (+/- 180 meters Scaled)
 TD0429
 TD0429                          SUPERSEDED SURVEY CONTROL
 TD0429
 TD0429  NGVD 29 (??/??/92)  425.846  (m)         1397.13   (f) ADJ UNCH    2 0
 TD0429
 TD0429.Superseded values are not recommended for survey control.
 TD0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0429.See file dsdata.txt to determine how the superseded data were derived.
 TD0429
 TD0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU774690(NAD 83)
 TD0429_MARKER: DB = BENCH MARK DISK
 TD0429_SETTING: 80 = SET IN A BOULDER
 TD0429_SP_SET: BOULDER
 TD0429_STAMPING: B 416 1964
 TD0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0429+STABILITY: SURFACE MOTION
 TD0429
 TD0429  HISTORY     - Date     Condition        Report By
 TD0429  HISTORY     - 1964     MONUMENTED       CGS
 TD0429
 TD0429                          STATION DESCRIPTION
 TD0429
 TD0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0429'7.5 MI SW FROM EDINBURG.
 TD0429'ABOUT 5.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0429'EDINBURG, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.9
 TD0429'MILE EAST ALONG A GRAVELED ROAD, OR ABOUT 5.0 MILES EAST ALONG STATE
 TD0429'HIGHWAY 17 FROM THE CROSSING OF STATE HIGHWAY 17 AND THE SOO LINE
 TD0429'RAILROAD AT ADAMS, THENCE 2.9 MILES NORTH ALONG A GRAVELED ROAD,
 TD0429'THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, THENCE 1.5 MILES NORTH
 TD0429'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A TRAIL ROAD,
 TD0429'THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 26, T 158 N, R
 TD0429'57 W, 45 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, SET IN
 TD0429'THE TOP OF A BOULDER WHICH IS FLUSH WITH THE GROUND, 24 FEET NORTH OF
 TD0429'A FENCE, 25.5 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 3 FEET
 TD0429'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0433 ***********************************************************************
 TE0433  DESIGNATION -  B 417
 TE0433  PID         -  TE0433
 TE0433  STATE/COUNTY-  ND/WALSH
 TE0433  USGS QUAD   -  FAIRDALE (1972)
 TE0433
 TE0433                         *CURRENT SURVEY CONTROL
 TE0433  ___________________________________________________________________
 TE0433* NAD 83(1986)-  48 29 07.     (N)    098 09 55.     (W)     SCALED    
 TE0433* NAVD 88     -       489.347  (meters)    1605.47   (feet)  ADJUSTED  
 TE0433  ___________________________________________________________________
 TE0433  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 TE0433  DYNAMIC HT  -         489.443 (meters)    1605.78  (feet)  COMP
 TE0433  MODELED GRAV-     980,793.0   (mgal)                       NAVD 88
 TE0433
 TE0433  VERT ORDER  -  SECOND    CLASS 0
 TE0433
 TE0433.The horizontal coordinates were scaled from a topographic map and have
 TE0433.an estimated accuracy of +/- 6 seconds.
 TE0433
 TE0433.The orthometric height was determined by differential leveling
 TE0433.and adjusted by the National Geodetic Survey in June 1991..
 TE0433
 TE0433.The geoid height was determined by GEOID03.
 TE0433
 TE0433.The dynamic height is computed by dividing the NAVD 88
 TE0433.geopotential number by the normal gravity value computed on the
 TE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0433.degrees latitude (g = 980.6199 gals.).
 TE0433
 TE0433.The modeled gravity was interpolated from observed gravity values.
 TE0433
 TE0433;                    North         East    Units  Estimated Accuracy
 TE0433;SPC ND N     -   167,750.      772,560.      MT  (+/- 180 meters Scaled)
 TE0433
 TE0433                          SUPERSEDED SURVEY CONTROL
 TE0433
 TE0433  NGVD 29 (??/??/92)  488.966  (m)         1604.22   (f) ADJ UNCH    2 0
 TE0433
 TE0433.Superseded values are not recommended for survey control.
 TE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0433.See file dsdata.txt to determine how the superseded data were derived.
 TE0433
 TE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU616705(NAD 83)
 TE0433_MARKER: DB = BENCH MARK DISK
 TE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0433_STAMPING: B 417 1964
 TE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0433+STABILITY: SURFACE MOTION
 TE0433
 TE0433  HISTORY     - Date     Condition        Report By
 TE0433  HISTORY     - 1964     MONUMENTED       CGS
 TE0433
 TE0433                          STATION DESCRIPTION
 TE0433
 TE0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0433'3.0 MI E FROM FAIRDALE.
 TE0433'ABOUT 3.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0433'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 29, T 158 N, R 58 W, 145
 TE0433'FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A
 TE0433'GRAVELED ROAD, 83 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD,
 TE0433'118 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 23 FEET SOUTH
 TE0433'OF A POWER POLE, 4 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A
 TE0433'FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0433'LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0433'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0472 ***********************************************************************
 TD0472  DESIGNATION -  B 418
 TD0472  PID         -  TD0472
 TD0472  STATE/COUNTY-  ND/WALSH
 TD0472  USGS QUAD   -  PISEK (1963)
 TD0472
 TD0472                         *CURRENT SURVEY CONTROL
 TD0472  ___________________________________________________________________
 TD0472* NAD 83(1986)-  48 21 14.     (N)    097 38 35.     (W)     SCALED    
 TD0472* NAVD 88     -       282.114  (meters)     925.57   (feet)  ADJUSTED  
 TD0472  ___________________________________________________________________
 TD0472  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 TD0472  DYNAMIC HT  -         282.182 (meters)     925.79  (feet)  COMP
 TD0472  MODELED GRAV-     980,844.6   (mgal)                       NAVD 88
 TD0472
 TD0472  VERT ORDER  -  SECOND    CLASS 0
 TD0472
 TD0472.The horizontal coordinates were scaled from a topographic map and have
 TD0472.an estimated accuracy of +/- 6 seconds.
 TD0472
 TD0472.The orthometric height was determined by differential leveling
 TD0472.and adjusted by the National Geodetic Survey in June 1991..
 TD0472
 TD0472.The geoid height was determined by GEOID03.
 TD0472
 TD0472.The dynamic height is computed by dividing the NAVD 88
 TD0472.geopotential number by the normal gravity value computed on the
 TD0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0472.degrees latitude (g = 980.6199 gals.).
 TD0472
 TD0472.The modeled gravity was interpolated from observed gravity values.
 TD0472
 TD0472;                    North         East    Units  Estimated Accuracy
 TD0472;SPC ND N     -   154,460.      811,680.      MT  (+/- 180 meters Scaled)
 TD0472
 TD0472                          SUPERSEDED SURVEY CONTROL
 TD0472
 TD0472  NGVD 29 (??/??/92)  281.784  (m)          924.49   (f) ADJ UNCH    2 0
 TD0472
 TD0472.Superseded values are not recommended for survey control.
 TD0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0472.See file dsdata.txt to determine how the superseded data were derived.
 TD0472
 TD0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU005565(NAD 83)
 TD0472_MARKER: DB = BENCH MARK DISK
 TD0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0472_STAMPING: B 418 1964
 TD0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0472+STABILITY: SURFACE MOTION
 TD0472
 TD0472  HISTORY     - Date     Condition        Report By
 TD0472  HISTORY     - 1964     MONUMENTED       CGS
 TD0472
 TD0472                          STATION DESCRIPTION
 TD0472
 TD0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0472'7.5 MI SE FROM PARK RIVER.
 TD0472'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0472'GREAT NORTHERN RAILWAY AT PARK RIVER, THENCE 3.0 MILES SOUTH ALONG A
 TD0472'GRAVELED ROAD, IN S 7, T 156 N, R 54 W, 65 FEET SOUTHEAST OF THE
 TD0472'CENTER OF THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD, A GRAVELED
 TD0472'ROAD LEADING NORTH AND A DIRT ROAD LEADING SOUTH, 54 FEET SOUTH OF THE
 TD0472'CENTER LINE OF THE ROAD LEADING EAST, 33 FEET EAST OF THE CENTER LINE
 TD0472'OF THE ROAD LEADING SOUTH, 7 FEET NORTHWEST OF THE MOST WESTERLY
 TD0472'COTTONWOOD TREE IN A LONG EAST-WEST ROW, 1.5 FEET NORTH OF A METAL
 TD0472'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD LEADING EAST,
 TD0472'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0530 ***********************************************************************
 TD0530  DESIGNATION -  B 419
 TD0530  PID         -  TD0530
 TD0530  STATE/COUNTY-  ND/WALSH
 TD0530  USGS QUAD   -  FORDVILLE (1979)
 TD0530
 TD0530                         *CURRENT SURVEY CONTROL
 TD0530  ___________________________________________________________________
 TD0530* NAD 83(1986)-  48 13 00.     (N)    097 49 20.     (W)     SCALED    
 TD0530* NAVD 88     -       351.805  (meters)    1154.21   (feet)  ADJUSTED  
 TD0530  ___________________________________________________________________
 TD0530  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 TD0530  DYNAMIC HT  -         351.876 (meters)    1154.45  (feet)  COMP
 TD0530  MODELED GRAV-     980,804.8   (mgal)                       NAVD 88
 TD0530
 TD0530  VERT ORDER  -  SECOND    CLASS 0
 TD0530
 TD0530.The horizontal coordinates were scaled from a topographic map and have
 TD0530.an estimated accuracy of +/- 6 seconds.
 TD0530
 TD0530.The orthometric height was determined by differential leveling
 TD0530.and adjusted by the National Geodetic Survey in June 1991..
 TD0530
 TD0530.The geoid height was determined by GEOID03.
 TD0530
 TD0530.The dynamic height is computed by dividing the NAVD 88
 TD0530.geopotential number by the normal gravity value computed on the
 TD0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0530.degrees latitude (g = 980.6199 gals.).
 TD0530
 TD0530.The modeled gravity was interpolated from observed gravity values.
 TD0530
 TD0530;                    North         East    Units  Estimated Accuracy
 TD0530;SPC ND N     -   138,730.      798,940.      MT  (+/- 180 meters Scaled)
 TD0530
 TD0530                          SUPERSEDED SURVEY CONTROL
 TD0530
 TD0530  NGVD 29 (??/??/92)  351.452  (m)         1153.06   (f) ADJ UNCH    2 0
 TD0530
 TD0530.Superseded values are not recommended for survey control.
 TD0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0530.See file dsdata.txt to determine how the superseded data were derived.
 TD0530
 TD0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU874410(NAD 83)
 TD0530_MARKER: DB = BENCH MARK DISK
 TD0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0530_STAMPING: B 419 1964
 TD0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0530+STABILITY: SURFACE MOTION
 TD0530
 TD0530  HISTORY     - Date     Condition        Report By
 TD0530  HISTORY     - 1964     MONUMENTED       CGS
 TD0530  HISTORY     - 1983     GOOD             USPSQD
 TD0530
 TD0530                          STATION DESCRIPTION
 TD0530
 TD0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0530'1.5 MI W FROM FORDVILLE.
 TD0530'ABOUT 1.5 MILES WEST ALONG COUNTY ROAD 19 FROM THE SOO LINE RAILROAD
 TD0530'STATION AT FORDVILLE, OR ABOUT 0.1 MILE EAST ALONG THE SOO LINE
 TD0530'RAILROAD FROM THE STATION AT DAHLEN, THENCE 0.5 MILE NORTH ALONG A
 TD0530'GRAVELED COUNTY ROAD, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE
 TD0530'3.6 MILES NORTH ALONG STATE HIGHWAY 32, THENCE 1.8 MILES EAST ALONG
 TD0530'COUNTY ROAD 19, IN SECTION 27, T 155 N, R 56 W, ABOUT 0.8 MILE WEST OF
 TD0530'A 120-FOOT CONCRETE BRIDGE OVER THE MIDDLE BRANCH FOREST RIVER, AT THE
 TD0530'JUNCTION OF A DRIVE LEADING NORTH OF A LARGE FIELD, 63 FEET NORTH OF
 TD0530'THE CENTER LINE OF THE ROAD, 22 FEET EAST OF THE CENTER LINE OF THE
 TD0530'DRIVE, 3 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF POLES,
 TD0530'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 TD0530'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TD0530
 TD0530                          STATION RECOVERY (1983)
 TD0530
 TD0530'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0419 ***********************************************************************
 RQ0419  DESIGNATION -  B 42
 RQ0419  PID         -  RQ0419
 RQ0419  STATE/COUNTY-  ND/LOGAN
 RQ0419  USGS QUAD   -  MC KENNA LAKE NORTH (1980)
 RQ0419
 RQ0419                         *CURRENT SURVEY CONTROL
 RQ0419  ___________________________________________________________________
 RQ0419* NAD 83(1986)-  46 30 39.     (N)    099 49 55.     (W)     SCALED    
 RQ0419* NAVD 88     -       592.312  (meters)    1943.28   (feet)  ADJUSTED  
 RQ0419  ___________________________________________________________________
 RQ0419  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RQ0419  DYNAMIC HT  -         592.311 (meters)    1943.27  (feet)  COMP
 RQ0419  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RQ0419
 RQ0419  VERT ORDER  -  SECOND    CLASS 0
 RQ0419
 RQ0419.The horizontal coordinates were scaled from a topographic map and have
 RQ0419.an estimated accuracy of +/- 6 seconds.
 RQ0419
 RQ0419.The orthometric height was determined by differential leveling
 RQ0419.and adjusted by the National Geodetic Survey in June 1991..
 RQ0419
 RQ0419.The geoid height was determined by GEOID03.
 RQ0419
 RQ0419.The dynamic height is computed by dividing the NAVD 88
 RQ0419.geopotential number by the normal gravity value computed on the
 RQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0419.degrees latitude (g = 980.6199 gals.).
 RQ0419
 RQ0419.The modeled gravity was interpolated from observed gravity values.
 RQ0419
 RQ0419;                    North         East    Units  Estimated Accuracy
 RQ0419;SPC ND S     -    94,050.      651,270.      MT  (+/- 180 meters Scaled)
 RQ0419
 RQ0419                          SUPERSEDED SURVEY CONTROL
 RQ0419
 RQ0419  NGVD 29 (??/??/92)  591.887  (m)         1941.88   (f) ADJ UNCH    2 0
 RQ0419
 RQ0419.Superseded values are not recommended for survey control.
 RQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0419.See file dsdata.txt to determine how the superseded data were derived.
 RQ0419
 RQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS361511(NAD 83)
 RQ0419_MARKER: DB = BENCH MARK DISK
 RQ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0419_STAMPING: B 42 1934
 RQ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0419+STABILITY: SURFACE MOTION
 RQ0419
 RQ0419  HISTORY     - Date     Condition        Report By
 RQ0419  HISTORY     - 1934     MONUMENTED       CGS
 RQ0419  HISTORY     - 1959     GOOD             NGS
 RQ0419
 RQ0419                          STATION DESCRIPTION
 RQ0419
 RQ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0419'3.2 MI NW FROM NAPOLEON.
 RQ0419'3.2 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0419'MARIE RAILWAY FROM THE COURTHOUSE AT NAPOLEON, LOGAN COUNTY, ABOUT 18
 RQ0419'POLES NORTHWEST OF MILEPOST 365, AT A PUBLIC-ROAD CROSSING, ABOUT 80
 RQ0419'FEET EAST OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 RQ0419'TRACK, 4 FEET NORTHWEST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE
 RQ0419'TRACK.  A STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A
 RQ0419'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0419'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0539 ***********************************************************************
 TE0539  DESIGNATION -  B 420
 TE0539  PID         -  TE0539
 TE0539  STATE/COUNTY-  ND/WALSH
 TE0539  USGS QUAD   -  ADAMS SE (1972)
 TE0539
 TE0539                         *CURRENT SURVEY CONTROL
 TE0539  ___________________________________________________________________
 TE0539* NAD 83(1986)-  48 18 37.     (N)    098 05 31.     (W)     SCALED    
 TE0539* NAVD 88     -       474.931  (meters)    1558.17   (feet)  ADJUSTED  
 TE0539  ___________________________________________________________________
 TE0539  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 TE0539  DYNAMIC HT  -         475.020 (meters)    1558.46  (feet)  COMP
 TE0539  MODELED GRAV-     980,782.8   (mgal)                       NAVD 88
 TE0539
 TE0539  VERT ORDER  -  SECOND    CLASS 0
 TE0539
 TE0539.The horizontal coordinates were scaled from a topographic map and have
 TE0539.an estimated accuracy of +/- 6 seconds.
 TE0539
 TE0539.The orthometric height was determined by differential leveling
 TE0539.and adjusted by the National Geodetic Survey in June 1991..
 TE0539
 TE0539.The geoid height was determined by GEOID03.
 TE0539
 TE0539.The dynamic height is computed by dividing the NAVD 88
 TE0539.geopotential number by the normal gravity value computed on the
 TE0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0539.degrees latitude (g = 980.6199 gals.).
 TE0539
 TE0539.The modeled gravity was interpolated from observed gravity values.
 TE0539
 TE0539;                    North         East    Units  Estimated Accuracy
 TE0539;SPC ND N     -   148,470.      778,580.      MT  (+/- 180 meters Scaled)
 TE0539
 TE0539                          SUPERSEDED SURVEY CONTROL
 TE0539
 TE0539  NGVD 29 (??/??/92)  474.553  (m)         1556.93   (f) ADJ UNCH    2 0
 TE0539
 TE0539.Superseded values are not recommended for survey control.
 TE0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0539.See file dsdata.txt to determine how the superseded data were derived.
 TE0539
 TE0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU673511(NAD 83)
 TE0539_MARKER: DB = BENCH MARK DISK
 TE0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0539_STAMPING: B 420 1964
 TE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0539+STABILITY: SURFACE MOTION
 TE0539
 TE0539  HISTORY     - Date     Condition        Report By
 TE0539  HISTORY     - 1964     MONUMENTED       CGS
 TE0539
 TE0539                          STATION DESCRIPTION
 TE0539
 TE0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0539'7.8 MI W FROM LANKIN.
 TE0539'ABOUT 7.8 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0539'ELEVATOR AT LANKIN, IN S 27, T 156 N, R 58 W, ABOUT 0.7 MILE WEST OF
 TE0539'THE INTERSECTION OF COUNTY ROAD 16, 67 FEET SOUTHWEST OF THE CENTER OF
 TE0539'THE JUNCTION OF A GRAVELED DRIVE LEADING SOUTH TO A WHITE FARMHOUSE,
 TE0539'52 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET WEST OF THE
 TE0539'CENTER LINE OF THE DRIVE, 3 FEET WEST OF A FENCE CORNER, 1 1/2 FEET
 TE0539'NORTH OF A FENCE LINE 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 TE0539'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0539'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0465 ***********************************************************************
 TD0465  DESIGNATION -  B 421
 TD0465  PID         -  TD0465
 TD0465  STATE/COUNTY-  ND/WALSH
 TD0465  USGS QUAD   -  PISEK (1963)
 TD0465
 TD0465                         *CURRENT SURVEY CONTROL
 TD0465  ___________________________________________________________________
 TD0465* NAD 83(1986)-  48 18 39.     (N)    097 43 49.     (W)     SCALED    
 TD0465* NAVD 88     -       314.101  (meters)    1030.51   (feet)  ADJUSTED  
 TD0465  ___________________________________________________________________
 TD0465  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0465  DYNAMIC HT  -         314.173 (meters)    1030.75  (feet)  COMP
 TD0465  MODELED GRAV-     980,832.2   (mgal)                       NAVD 88
 TD0465
 TD0465  VERT ORDER  -  SECOND    CLASS 0
 TD0465
 TD0465.The horizontal coordinates were scaled from a topographic map and have
 TD0465.an estimated accuracy of +/- 6 seconds.
 TD0465
 TD0465.The orthometric height was determined by differential leveling
 TD0465.and adjusted by the National Geodetic Survey in June 1991..
 TD0465
 TD0465.The geoid height was determined by GEOID03.
 TD0465
 TD0465.The dynamic height is computed by dividing the NAVD 88
 TD0465.geopotential number by the normal gravity value computed on the
 TD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0465.degrees latitude (g = 980.6199 gals.).
 TD0465
 TD0465.The modeled gravity was interpolated from observed gravity values.
 TD0465
 TD0465;                    North         East    Units  Estimated Accuracy
 TD0465;SPC ND N     -   149,440.      805,390.      MT  (+/- 180 meters Scaled)
 TD0465
 TD0465                          SUPERSEDED SURVEY CONTROL
 TD0465
 TD0465  NGVD 29 (??/??/92)  313.759  (m)         1029.39   (f) ADJ UNCH    2 0
 TD0465
 TD0465.Superseded values are not recommended for survey control.
 TD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0465.See file dsdata.txt to determine how the superseded data were derived.
 TD0465
 TD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU941516(NAD 83)
 TD0465_MARKER: DB = BENCH MARK DISK
 TD0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0465_SP_SET: 8 FT
 TD0465_STAMPING: B 421 1964
 TD0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0465
 TD0465  HISTORY     - Date     Condition        Report By
 TD0465  HISTORY     - 1964     MONUMENTED       CGS
 TD0465
 TD0465                          STATION DESCRIPTION
 TD0465
 TD0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0465'1.2 MI W FROM PISEK.
 TD0465'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK, IN
 TD0465'S 21, T 156 N, R 55 W, 109 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 TD0465'ROAD INTERSECTION, 102 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39
 TD0465'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 1 1/2 FEET
 TD0465'SOUTH OF A POWER POLE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 TD0465'FEET BELOW THE LEVEL OF THE ROADS, A DISK ON THE TOP OF A 5/8-INCH
 TD0465'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND WHICH IS
 TD0465'ENCASED IN A 4-INCH CAST IRON PIPE THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0345 ***********************************************************************
 RQ0345  DESIGNATION -  B 43
 RQ0345  PID         -  RQ0345
 RQ0345  STATE/COUNTY-  ND/LOGAN
 RQ0345  USGS QUAD   -  LEHR (1982)
 RQ0345
 RQ0345                         *CURRENT SURVEY CONTROL
 RQ0345  ___________________________________________________________________
 RQ0345* NAD 83(1986)-  46 16 50.     (N)    099 20 51.     (W)     SCALED    
 RQ0345* NAVD 88     -       615.674  (meters)    2019.92   (feet)  ADJUSTED  
 RQ0345  ___________________________________________________________________
 RQ0345  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 RQ0345  DYNAMIC HT  -         615.642 (meters)    2019.82  (feet)  COMP
 RQ0345  MODELED GRAV-     980,542.8   (mgal)                       NAVD 88
 RQ0345
 RQ0345  VERT ORDER  -  SECOND    CLASS 0
 RQ0345
 RQ0345.The horizontal coordinates were scaled from a topographic map and have
 RQ0345.an estimated accuracy of +/- 6 seconds.
 RQ0345
 RQ0345.The orthometric height was determined by differential leveling
 RQ0345.and adjusted by the National Geodetic Survey in June 1991..
 RQ0345
 RQ0345.The geoid height was determined by GEOID03.
 RQ0345
 RQ0345.The dynamic height is computed by dividing the NAVD 88
 RQ0345.geopotential number by the normal gravity value computed on the
 RQ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0345.degrees latitude (g = 980.6199 gals.).
 RQ0345
 RQ0345.The modeled gravity was interpolated from observed gravity values.
 RQ0345
 RQ0345;                    North         East    Units  Estimated Accuracy
 RQ0345;SPC ND S     -    68,890.      688,820.      MT  (+/- 180 meters Scaled)
 RQ0345
 RQ0345                          SUPERSEDED SURVEY CONTROL
 RQ0345
 RQ0345  NGVD 29 (??/??/92)  615.230  (m)         2018.47   (f) ADJ UNCH    2 0
 RQ0345
 RQ0345.Superseded values are not recommended for survey control.
 RQ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0345.See file dsdata.txt to determine how the superseded data were derived.
 RQ0345
 RQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS732252(NAD 83)
 RQ0345_MARKER: DB = BENCH MARK DISK
 RQ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0345_STAMPING: B 43 1934
 RQ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0345+STABILITY: SURFACE MOTION
 RQ0345
 RQ0345  HISTORY     - Date     Condition        Report By
 RQ0345  HISTORY     - 1934     MONUMENTED       CGS
 RQ0345  HISTORY     - 1959     GOOD             NGS
 RQ0345
 RQ0345                          STATION DESCRIPTION
 RQ0345
 RQ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0345'IN LEHR.
 RQ0345'AT LEHR, LOGAN COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0345'MARIE RAILROAD, 4 POLES EAST OF THE STATION, 18 POLES WEST OF MILEPOST
 RQ0345'330, 85 FEET WEST OF THE CROSSING OF STATE HIGHWAY 30, 18 FEET NORTH
 RQ0345'OF THE CENTERLINE OF THE TRACK, 4 FEET EAST OF A POLE, AND LEVEL WITH
 RQ0345'THE RAIL.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0345'RAILROAD IS NOW THE SOO LINE RAILROAD.  NOTE-- THE MARK IS ABOUT 23
 RQ0345'FEET SOUTH OF A POLE INSTEAD OF 4 FEET EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1081 ***********************************************************************
 SL1081  DESIGNATION -  B 434
 SL1081  PID         -  SL1081
 SL1081  STATE/COUNTY-  ND/STEELE
 SL1081  USGS QUAD   -  SHARON (1967)
 SL1081
 SL1081                         *CURRENT SURVEY CONTROL
 SL1081  ___________________________________________________________________
 SL1081* NAD 83(1986)-  47 30 51.     (N)    097 53 59.     (W)     SCALED    
 SL1081* NAVD 88     -       463.119  (meters)    1519.42   (feet)  ADJUSTED  
 SL1081  ___________________________________________________________________
 SL1081  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL1081  DYNAMIC HT  -         463.168 (meters)    1519.58  (feet)  COMP
 SL1081  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 SL1081
 SL1081  VERT ORDER  -  SECOND    CLASS 0
 SL1081
 SL1081.The horizontal coordinates were scaled from a topographic map and have
 SL1081.an estimated accuracy of +/- 6 seconds.
 SL1081
 SL1081.The orthometric height was determined by differential leveling
 SL1081.and adjusted by the National Geodetic Survey in June 1991..
 SL1081
 SL1081.The geoid height was determined by GEOID03.
 SL1081
 SL1081.The dynamic height is computed by dividing the NAVD 88
 SL1081.geopotential number by the normal gravity value computed on the
 SL1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1081.degrees latitude (g = 980.6199 gals.).
 SL1081
 SL1081.The modeled gravity was interpolated from observed gravity values.
 SL1081
 SL1081;                    North         East    Units  Estimated Accuracy
 SL1081;SPC ND N     -    60,470.      795,820.      MT  (+/- 180 meters Scaled)
 SL1081
 SL1081                          SUPERSEDED SURVEY CONTROL
 SL1081
 SL1081  NGVD 29 (??/??/92)  462.752  (m)         1518.21   (f) ADJ UNCH    2 0
 SL1081
 SL1081.Superseded values are not recommended for survey control.
 SL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1081.See file dsdata.txt to determine how the superseded data were derived.
 SL1081
 SL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT828628(NAD 83)
 SL1081_MARKER: DB = BENCH MARK DISK
 SL1081_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SL1081_STAMPING: B 434 1963
 SL1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1081+STABILITY: SURFACE MOTION
 SL1081
 SL1081  HISTORY     - Date     Condition        Report By
 SL1081  HISTORY     - 1963     MONUMENTED       CGS
 SL1081
 SL1081                          STATION DESCRIPTION
 SL1081
 SL1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1081'3.0 MI W FROM FINLEY.
 SL1081'ABOUT 1.6 MILES WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 SL1081'FINLEY, THENCE 1.4 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 27, T
 SL1081'147 N, R 57 W, 115 FEET NORTHWEST OF THE CENTER OF A ROAD
 SL1081'INTERSECTION, 100 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 FEET
 SL1081'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 20 FEET NORTH OF A
 SL1081'POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 3 FEET SOUTH OF THE NORTH
 SL1081'GUY WIRE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL1081'ROAD AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS ENCASED IN
 SL1081'A 6-INCH TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0428 ***********************************************************************
 SL0428  DESIGNATION -  B 435
 SL0428  PID         -  SL0428
 SL0428  STATE/COUNTY-  ND/TRAILL
 SL0428  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0428
 SL0428                         *CURRENT SURVEY CONTROL
 SL0428  ___________________________________________________________________
 SL0428* NAD 83(1986)-  47 31 38.     (N)    097 20 16.     (W)     SCALED    
 SL0428* NAVD 88     -       300.041  (meters)     984.38   (feet)  ADJUSTED  
 SL0428  ___________________________________________________________________
 SL0428  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 SL0428  DYNAMIC HT  -         300.080 (meters)     984.51  (feet)  COMP
 SL0428  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SL0428
 SL0428  VERT ORDER  -  SECOND    CLASS 0
 SL0428
 SL0428.The horizontal coordinates were scaled from a topographic map and have
 SL0428.an estimated accuracy of +/- 6 seconds.
 SL0428
 SL0428.The orthometric height was determined by differential leveling
 SL0428.and adjusted by the National Geodetic Survey in June 1991..
 SL0428
 SL0428.The geoid height was determined by GEOID03.
 SL0428
 SL0428.The dynamic height is computed by dividing the NAVD 88
 SL0428.geopotential number by the normal gravity value computed on the
 SL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0428.degrees latitude (g = 980.6199 gals.).
 SL0428
 SL0428.The modeled gravity was interpolated from observed gravity values.
 SL0428
 SL0428;                    North         East    Units  Estimated Accuracy
 SL0428;SPC ND N     -    63,510.      838,060.      MT  (+/- 180 meters Scaled)
 SL0428
 SL0428                          SUPERSEDED SURVEY CONTROL
 SL0428
 SL0428  NGVD 29 (??/??/92)  299.699  (m)          983.26   (f) ADJ UNCH    2 0
 SL0428
 SL0428.Superseded values are not recommended for survey control.
 SL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0428.See file dsdata.txt to determine how the superseded data were derived.
 SL0428
 SL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT251650(NAD 83)
 SL0428_MARKER: DB = BENCH MARK DISK
 SL0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0428_SP_SET: 48 FT
 SL0428_STAMPING: B 435 1964
 SL0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0428
 SL0428  HISTORY     - Date     Condition        Report By
 SL0428  HISTORY     - 1964     MONUMENTED       CGS
 SL0428
 SL0428                          STATION DESCRIPTION
 SL0428
 SL0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0428'2.0 MI N FROM MAYVILLE.
 SL0428'ABOUT 2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0428'STATION AT MAYVILLE, IN S 19, T 147 N, R 52 W, 39 FEET EAST OF THE
 SL0428'EAST RAIL, 1 1/2 FEET SOUTH OF A TELEGRAPH POLE BRACED BY TWO GUY
 SL0428'WIRES, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 SL0428'LEVEL OF THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 SL0428'THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 4-INCH CAST
 SL0428'IRON PIPE WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1318 ***********************************************************************
 TE1318  DESIGNATION -  B 436
 TE1318  PID         -  TE1318
 TE1318  STATE/COUNTY-  ND/BENSON
 TE1318  USGS QUAD   -  KNOX (1980)
 TE1318
 TE1318                         *CURRENT SURVEY CONTROL
 TE1318  ___________________________________________________________________
 TE1318* NAD 83(1986)-  48 20 40.     (N)    099 44 09.     (W)     SCALED    
 TE1318* NAVD 88     -       493.153  (meters)    1617.95   (feet)  ADJUSTED  
 TE1318  ___________________________________________________________________
 TE1318  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 TE1318  DYNAMIC HT  -         493.247 (meters)    1618.26  (feet)  COMP
 TE1318  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 TE1318
 TE1318  VERT ORDER  -  FIRST     CLASS II
 TE1318
 TE1318.The horizontal coordinates were scaled from a topographic map and have
 TE1318.an estimated accuracy of +/- 6 seconds.
 TE1318
 TE1318.The orthometric height was determined by differential leveling
 TE1318.and adjusted by the National Geodetic Survey in June 1991..
 TE1318
 TE1318.The geoid height was determined by GEOID03.
 TE1318
 TE1318.The dynamic height is computed by dividing the NAVD 88
 TE1318.geopotential number by the normal gravity value computed on the
 TE1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1318.degrees latitude (g = 980.6199 gals.).
 TE1318
 TE1318.The modeled gravity was interpolated from observed gravity values.
 TE1318
 TE1318;                    North         East    Units  Estimated Accuracy
 TE1318;SPC ND N     -   149,760.      656,640.      MT  (+/- 180 meters Scaled)
 TE1318
 TE1318                          SUPERSEDED SURVEY CONTROL
 TE1318
 TE1318  NGVD 29 (??/??/92)  492.795  (m)         1616.78   (f) ADJ UNCH    1 2
 TE1318
 TE1318.Superseded values are not recommended for survey control.
 TE1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1318.See file dsdata.txt to determine how the superseded data were derived.
 TE1318
 TE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU454548(NAD 83)
 TE1318_MARKER: DB = BENCH MARK DISK
 TE1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1318_STAMPING: B 436 1964
 TE1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1318+STABILITY: SURFACE MOTION
 TE1318
 TE1318  HISTORY     - Date     Condition        Report By
 TE1318  HISTORY     - 1964     MONUMENTED       CGS
 TE1318  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1318
 TE1318                          STATION DESCRIPTION
 TE1318
 TE1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1318'2.1 MI W FROM KNOX.
 TE1318'ABOUT 2.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1318'AT KNOX, IN S 12, T 156 N, R 71 W, 8 POLES EAST OF A ROAD CROSSING, 11
 TE1318'FEET EAST OF MILEPOST 130, 60 FEET NORTH OF THE NORTH RAIL, 36 FEET
 TE1318'SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 TE1318'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE1318'PROJECTING 6 INCHES.
 TE1318
 TE1318                          STATION RECOVERY (1982)
 TE1318
 TE1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1318'NOT RECOVERED, NOT SEARCHED FOR, OFF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0179 ***********************************************************************
 TF0179  DESIGNATION -  B 437
 TF0179  PID         -  TF0179
 TF0179  STATE/COUNTY-  ND/MCHENRY
 TF0179  USGS QUAD   -  BERWICK (1954)
 TF0179
 TF0179                         *CURRENT SURVEY CONTROL
 TF0179  ___________________________________________________________________
 TF0179* NAD 83(1986)-  48 21 46.     (N)    100 14 15.     (W)     SCALED    
 TF0179* NAVD 88     -       452.423  (meters)    1484.32   (feet)  ADJUSTED  
 TF0179  ___________________________________________________________________
 TF0179  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 TF0179  DYNAMIC HT  -         452.515 (meters)    1484.63  (feet)  COMP
 TF0179  MODELED GRAV-     980,801.1   (mgal)                       NAVD 88
 TF0179
 TF0179  VERT ORDER  -  FIRST     CLASS II
 TF0179
 TF0179.The horizontal coordinates were scaled from a topographic map and have
 TF0179.an estimated accuracy of +/- 6 seconds.
 TF0179
 TF0179.The orthometric height was determined by differential leveling
 TF0179.and adjusted by the National Geodetic Survey in June 1991..
 TF0179
 TF0179.The geoid height was determined by GEOID03.
 TF0179
 TF0179.The dynamic height is computed by dividing the NAVD 88
 TF0179.geopotential number by the normal gravity value computed on the
 TF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0179.degrees latitude (g = 980.6199 gals.).
 TF0179
 TF0179.The modeled gravity was interpolated from observed gravity values.
 TF0179
 TF0179;                    North         East    Units  Estimated Accuracy
 TF0179;SPC ND N     -   151,550.      619,450.      MT  (+/- 180 meters Scaled)
 TF0179
 TF0179                          SUPERSEDED SURVEY CONTROL
 TF0179
 TF0179  NGVD 29 (??/??/92)  452.064  (m)         1483.15   (f) ADJ UNCH    1 2
 TF0179
 TF0179.Superseded values are not recommended for survey control.
 TF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0179.See file dsdata.txt to determine how the superseded data were derived.
 TF0179
 TF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU083573(NAD 83)
 TF0179_MARKER: DB = BENCH MARK DISK
 TF0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0179_STAMPING: B 437 1964
 TF0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0179+STABILITY: SURFACE MOTION
 TF0179
 TF0179  HISTORY     - Date     Condition        Report By
 TF0179  HISTORY     - 1964     MONUMENTED       CGS
 TF0179  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0179
 TF0179                          STATION DESCRIPTION
 TF0179
 TF0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0179'0.4 MI E FROM BERWICK.
 TF0179'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0179'AT BERWICK, IN S 1, T 156 N, R 75 W, AT A TRAIL ROAD CROSSING, AT THE
 TF0179'PIERCE-MCHENRY COUNTY LINE, 105 FEET SOUTH OF THE SOUTH RAIL OF THE
 TF0179'MAIN TRACK, 95 FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD, 3 FEET
 TF0179'SOUTH OF A TELEGRAPH POLE, 1.6 FEET WEST OF A METAL WITNESS POST,
 TF0179'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TF0179'CONCRETE POST PROJECTING 6 INCHES.
 TF0179
 TF0179                          STATION RECOVERY (1982)
 TF0179
 TF0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0179'NOT SEARCHED FOR DURING THIS SURVEY.  OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0204 ***********************************************************************
 TF0204  DESIGNATION -  B 438
 TF0204  PID         -  TF0204
 TF0204  STATE/COUNTY-  ND/PIERCE
 TF0204  USGS QUAD   -  BALTA (1980)
 TF0204
 TF0204                         *CURRENT SURVEY CONTROL
 TF0204  ___________________________________________________________________
 TF0204* NAD 83(1986)-  48 09 33.     (N)    100 03 50.     (W)     SCALED    
 TF0204* NAVD 88     -       465.670  (meters)    1527.79   (feet)  ADJUSTED  
 TF0204  ___________________________________________________________________
 TF0204  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TF0204  DYNAMIC HT  -         465.754 (meters)    1528.06  (feet)  COMP
 TF0204  MODELED GRAV-     980,776.8   (mgal)                       NAVD 88
 TF0204
 TF0204  VERT ORDER  -  SECOND    CLASS 0
 TF0204
 TF0204.The horizontal coordinates were scaled from a topographic map and have
 TF0204.an estimated accuracy of +/- 6 seconds.
 TF0204
 TF0204.The orthometric height was determined by differential leveling
 TF0204.and adjusted by the National Geodetic Survey in June 1991..
 TF0204
 TF0204.The geoid height was determined by GEOID03.
 TF0204
 TF0204.The dynamic height is computed by dividing the NAVD 88
 TF0204.geopotential number by the normal gravity value computed on the
 TF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0204.degrees latitude (g = 980.6199 gals.).
 TF0204
 TF0204.The modeled gravity was interpolated from observed gravity values.
 TF0204
 TF0204;                    North         East    Units  Estimated Accuracy
 TF0204;SPC ND N     -   128,970.      632,440.      MT  (+/- 180 meters Scaled)
 TF0204
 TF0204                          SUPERSEDED SURVEY CONTROL
 TF0204
 TF0204  NGVD 29 (??/??/92)  465.315  (m)         1526.62   (f) ADJ UNCH    2 0
 TF0204
 TF0204.Superseded values are not recommended for survey control.
 TF0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0204.See file dsdata.txt to determine how the superseded data were derived.
 TF0204
 TF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU208345(NAD 83)
 TF0204_MARKER: DB = BENCH MARK DISK
 TF0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0204_STAMPING: B 438 1964
 TF0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0204+STABILITY: SURFACE MOTION
 TF0204
 TF0204  HISTORY     - Date     Condition        Report By
 TF0204  HISTORY     - 1964     MONUMENTED       CGS
 TF0204
 TF0204                          STATION DESCRIPTION
 TF0204
 TF0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0204'1.25 MI W FROM BALTA.
 TF0204'ABOUT 1.25 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0204'BALTA, IN SECTION 16, T 154 N, R 73 W, AT A CROSSING OF THE RAILROAD
 TF0204'AND A NORTH-SOUTH ROAD, 48 FEET NORTH OF THE NORTH RAIL, 145 FEET EAST
 TF0204'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 60 FEET EAST OF A
 TF0204'TELEPHONE POLE, 3 FEET NORTH OF A FENCE, 3.5 FEET NORTH OF A METAL
 TF0204'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 TF0204'THE TOP OF A BOULDER ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0171 ***********************************************************************
 RQ0171  DESIGNATION -  B 44
 RQ0171  PID         -  RQ0171
 RQ0171  STATE/COUNTY-  ND/DICKEY
 RQ0171  USGS QUAD   -  MONANGO NW (1982)
 RQ0171
 RQ0171                         *CURRENT SURVEY CONTROL
 RQ0171  ___________________________________________________________________
 RQ0171* NAD 83(1986)-  46 11 55.     (N)    098 43 56.     (W)     SCALED    
 RQ0171* NAVD 88     -       487.405  (meters)    1599.09   (feet)  ADJUSTED  
 RQ0171  ___________________________________________________________________
 RQ0171  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 RQ0171  DYNAMIC HT  -         487.396 (meters)    1599.07  (feet)  COMP
 RQ0171  MODELED GRAV-     980,580.2   (mgal)                       NAVD 88
 RQ0171
 RQ0171  VERT ORDER  -  SECOND    CLASS 0
 RQ0171
 RQ0171.The horizontal coordinates were scaled from a topographic map and have
 RQ0171.an estimated accuracy of +/- 6 seconds.
 RQ0171
 RQ0171.The orthometric height was determined by differential leveling
 RQ0171.and adjusted by the National Geodetic Survey in June 1991..
 RQ0171
 RQ0171.The geoid height was determined by GEOID03.
 RQ0171
 RQ0171.The dynamic height is computed by dividing the NAVD 88
 RQ0171.geopotential number by the normal gravity value computed on the
 RQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0171.degrees latitude (g = 980.6199 gals.).
 RQ0171
 RQ0171.The modeled gravity was interpolated from observed gravity values.
 RQ0171
 RQ0171;                    North         East    Units  Estimated Accuracy
 RQ0171;SPC ND S     -    60,670.      736,440.      MT  (+/- 180 meters Scaled)
 RQ0171
 RQ0171                          SUPERSEDED SURVEY CONTROL
 RQ0171
 RQ0171  NGVD 29 (??/??/92)  487.020  (m)         1597.83   (f) ADJ UNCH    2 0
 RQ0171
 RQ0171.Superseded values are not recommended for survey control.
 RQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0171.See file dsdata.txt to determine how the superseded data were derived.
 RQ0171
 RQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS206161(NAD 83)
 RQ0171_MARKER: DB = BENCH MARK DISK
 RQ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0171_STAMPING: B 44 1934
 RQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0171+STABILITY: SURFACE MOTION
 RQ0171
 RQ0171  HISTORY     - Date     Condition        Report By
 RQ0171  HISTORY     - 1934     MONUMENTED       CGS
 RQ0171  HISTORY     - 1977     GOOD             USGS
 RQ0171
 RQ0171                          STATION DESCRIPTION
 RQ0171
 RQ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0171'1.5 MI E FROM MERRICOURT.
 RQ0171'1.5 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0171'RAILROAD FROM THE STATION AT MERRICOURT, DICKEY COUNTY, 18 FEET NORTH
 RQ0171'OF MILEPOST 296, 3 POLES SOUTHEAST OF A ROAD CROSSING, ONE POLE EAST
 RQ0171'OF CULVERT X 296,P, 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 RQ0171'4 FEET WEST OF A POLE, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 RQ0171'STAMPED B 44 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 RQ0171'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0171'LINE RAILROAD.
 RQ0171
 RQ0171                          STATION RECOVERY (1977)
 RQ0171
 RQ0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0171'MERRICOURT, 1.5 MI. SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 RQ0171'STATION AT. IN THE NORTHWEST QUARTER OF SEC. 5, TWP. 131 N., RG. 64
 RQ0171'W. 450 FEET SOUTHEAST ALONG THE TRACKS FROM A ROAD CROSSING AND 42
 RQ0171'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. 4 FEET WEST OF
 RQ0171'MILEPOST 296 AND LEVEL WITH THE RAIL. A STANDARD DISK STAMPED B 44
 RQ0171'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0618 ***********************************************************************
 SL0618  DESIGNATION -  B 441
 SL0618  PID         -  SL0618
 SL0618  STATE/COUNTY-  ND/STEELE
 SL0618  USGS QUAD   -  BLABON (1967)
 SL0618
 SL0618                         *CURRENT SURVEY CONTROL
 SL0618  ___________________________________________________________________
 SL0618* NAD 83(1986)-  47 26 04.     (N)    097 48 23.     (W)     SCALED    
 SL0618* NAVD 88     -       422.022  (meters)    1384.58   (feet)  ADJUSTED  
 SL0618  ___________________________________________________________________
 SL0618  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 SL0618  DYNAMIC HT  -         422.068 (meters)    1384.73  (feet)  COMP
 SL0618  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SL0618
 SL0618  VERT ORDER  -  SECOND    CLASS 0
 SL0618
 SL0618.The horizontal coordinates were scaled from a topographic map and have
 SL0618.an estimated accuracy of +/- 6 seconds.
 SL0618
 SL0618.The orthometric height was determined by differential leveling
 SL0618.and adjusted by the National Geodetic Survey in June 1991..
 SL0618
 SL0618.The geoid height was determined by GEOID03.
 SL0618
 SL0618.The dynamic height is computed by dividing the NAVD 88
 SL0618.geopotential number by the normal gravity value computed on the
 SL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0618.degrees latitude (g = 980.6199 gals.).
 SL0618
 SL0618.The modeled gravity was interpolated from observed gravity values.
 SL0618
 SL0618;                    North         East    Units  Estimated Accuracy
 SL0618;SPC ND N     -    51,860.      803,160.      MT  (+/- 180 meters Scaled)
 SL0618
 SL0618                          SUPERSEDED SURVEY CONTROL
 SL0618
 SL0618  NGVD 29 (??/??/92)  421.661  (m)         1383.40   (f) ADJ UNCH    2 0
 SL0618
 SL0618.Superseded values are not recommended for survey control.
 SL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0618.See file dsdata.txt to determine how the superseded data were derived.
 SL0618
 SL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT900541(NAD 83)
 SL0618_MARKER: DB = BENCH MARK DISK
 SL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0618_STAMPING: B 441 1964
 SL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0618+STABILITY: SURFACE MOTION
 SL0618
 SL0618  HISTORY     - Date     Condition        Report By
 SL0618  HISTORY     - 1964     MONUMENTED       CGS
 SL0618
 SL0618                          STATION DESCRIPTION
 SL0618
 SL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0618'0.5 MI SE FROM PICKERT.
 SL0618'0.5 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0618'AT PICKERT, IN SECTION 28, R 56 W, T 146 N, NEAR THE SOUTHEAST END OF
 SL0618'A CUT, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 83 FEET SOUTHWEST OF
 SL0618'AND ACROSS TRACK FROM THE 3 RD TELEPHONE POLE NORTHWEST OF MILEPOST
 SL0618'47, 5 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET SOUTHEAST OF A
 SL0618'METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF RAIL, SET IN THE TOP
 SL0618'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0748 ***********************************************************************
 SL0748  DESIGNATION -  B 442
 SL0748  PID         -  SL0748
 SL0748  STATE/COUNTY-  ND/STEELE
 SL0748  USGS QUAD   -  LUVERNE SE (1967)
 SL0748
 SL0748                         *CURRENT SURVEY CONTROL
 SL0748  ___________________________________________________________________
 SL0748* NAD 83(1986)-  47 19 32.     (N)    097 46 21.     (W)     SCALED    
 SL0748* NAVD 88     -       396.922  (meters)    1302.23   (feet)  ADJUSTED  
 SL0748  ___________________________________________________________________
 SL0748  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL0748  DYNAMIC HT  -         396.967 (meters)    1302.38  (feet)  COMP
 SL0748  MODELED GRAV-     980,714.5   (mgal)                       NAVD 88
 SL0748
 SL0748  VERT ORDER  -  SECOND    CLASS 0
 SL0748
 SL0748.The horizontal coordinates were scaled from a topographic map and have
 SL0748.an estimated accuracy of +/- 6 seconds.
 SL0748
 SL0748.The orthometric height was determined by differential leveling
 SL0748.and adjusted by the National Geodetic Survey in June 1991..
 SL0748
 SL0748.The geoid height was determined by GEOID03.
 SL0748
 SL0748.The dynamic height is computed by dividing the NAVD 88
 SL0748.geopotential number by the normal gravity value computed on the
 SL0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0748.degrees latitude (g = 980.6199 gals.).
 SL0748
 SL0748.The modeled gravity was interpolated from observed gravity values.
 SL0748
 SL0748;                    North         East    Units  Estimated Accuracy
 SL0748;SPC ND N     -    39,850.      806,140.      MT  (+/- 180 meters Scaled)
 SL0748
 SL0748                          SUPERSEDED SURVEY CONTROL
 SL0748
 SL0748  NGVD 29 (??/??/92)  396.571  (m)         1301.08   (f) ADJ UNCH    2 0
 SL0748
 SL0748.Superseded values are not recommended for survey control.
 SL0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0748.See file dsdata.txt to determine how the superseded data were derived.
 SL0748
 SL0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT927420(NAD 83)
 SL0748_MARKER: DB = BENCH MARK DISK
 SL0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0748_STAMPING: B 442 1964
 SL0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0748+STABILITY: SURFACE MOTION
 SL0748
 SL0748  HISTORY     - Date     Condition        Report By
 SL0748  HISTORY     - 1964     MONUMENTED       CGS
 SL0748
 SL0748                          STATION DESCRIPTION
 SL0748
 SL0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0748'2.5 MI W FROM HOPE.
 SL0748'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE 2.2
 SL0748'MILES WEST ALONG STATE HIGHWAY 38, 0.85 MILE EAST OF THE INTERSECTION
 SL0748'OF STATE HIGHWAY 32, IN SECTION 35, R 56 W, T 145 N, NEAR THE JUNCTION
 SL0748'OF A GRAVELED ROAD LEADING NORTH, 102 FEET NORTH OF THE CENTER LINE OF
 SL0748'THE HIGHWAY, 80 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 SL0748'NORTH, 70 FEET NORTHEAST OF THE EAST END OF AN 18-INCH PIPE CULVERT
 SL0748'UNDER ROAD NORTH, 6 FEET EAST OF A POWER LINE POLE, 2.7 FEET EAST OF A
 SL0748'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET BELOW THE LEVEL OF THE
 SL0748'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 SL0748'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0655 ***********************************************************************
 SL0655  DESIGNATION -  B 443
 SL0655  PID         -  SL0655
 SL0655  STATE/COUNTY-  ND/STEELE
 SL0655  USGS QUAD   -  LUVERNE (1967)
 SL0655
 SL0655                         *CURRENT SURVEY CONTROL
 SL0655  ___________________________________________________________________
 SL0655* NAD 83(1986)-  47 17 53.     (N)    097 56 24.     (W)     SCALED    
 SL0655* NAVD 88     -       457.871  (meters)    1502.20   (feet)  ADJUSTED  
 SL0655  ___________________________________________________________________
 SL0655  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0655  DYNAMIC HT  -         457.910 (meters)    1502.33  (feet)  COMP
 SL0655  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 SL0655
 SL0655  VERT ORDER  -  SECOND    CLASS 0
 SL0655
 SL0655.The horizontal coordinates were scaled from a topographic map and have
 SL0655.an estimated accuracy of +/- 6 seconds.
 SL0655
 SL0655.The orthometric height was determined by differential leveling
 SL0655.and adjusted by the National Geodetic Survey in June 1991..
 SL0655
 SL0655.The geoid height was determined by GEOID03.
 SL0655
 SL0655.The dynamic height is computed by dividing the NAVD 88
 SL0655.geopotential number by the normal gravity value computed on the
 SL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0655.degrees latitude (g = 980.6199 gals.).
 SL0655
 SL0655.The modeled gravity was interpolated from observed gravity values.
 SL0655
 SL0655;                    North         East    Units  Estimated Accuracy
 SL0655;SPC ND N     -    36,360.      793,590.      MT  (+/- 180 meters Scaled)
 SL0655
 SL0655                          SUPERSEDED SURVEY CONTROL
 SL0655
 SL0655  NGVD 29 (??/??/92)  457.506  (m)         1501.00   (f) ADJ UNCH    2 0
 SL0655
 SL0655.Superseded values are not recommended for survey control.
 SL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0655.See file dsdata.txt to determine how the superseded data were derived.
 SL0655
 SL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT801388(NAD 83)
 SL0655_MARKER: DB = BENCH MARK DISK
 SL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0655_STAMPING: B 443 1964
 SL0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0655+STABILITY: SURFACE MOTION
 SL0655
 SL0655  HISTORY     - Date     Condition        Report By
 SL0655  HISTORY     - 1964     MONUMENTED       CGS
 SL0655
 SL0655                          STATION DESCRIPTION
 SL0655
 SL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0655'3.2 MI N FROM LUVERNE.
 SL0655'3.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0655'NORTHERN RAILWAY AT LUVERNE, IN SECTION 18, R 57 W, T 144 N, AT A ROAD
 SL0655'INTERSECTION, 83 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0655'INTERSECTION, 50 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SL0655'69 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 25 FEET EAST
 SL0655'OF A TELEPHONE POLE, 2.1 FEET EAST OF A METAL WITNESS POST, 3 FEET
 SL0655'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 SL0655'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0757 ***********************************************************************
 SL0757  DESIGNATION -  B 444
 SL0757  PID         -  SL0757
 SL0757  STATE/COUNTY-  ND/STEELE
 SL0757  USGS QUAD   -  LUVERNE SE (1967)
 SL0757
 SL0757                         *CURRENT SURVEY CONTROL
 SL0757  ___________________________________________________________________
 SL0757* NAD 83(1986)-  47 16 10.     (N)    097 48 46.     (W)     SCALED    
 SL0757* NAVD 88     -       405.938  (meters)    1331.81   (feet)  ADJUSTED  
 SL0757  ___________________________________________________________________
 SL0757  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SL0757  DYNAMIC HT  -         405.978 (meters)    1331.95  (feet)  COMP
 SL0757  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 SL0757
 SL0757  VERT ORDER  -  SECOND    CLASS 0
 SL0757
 SL0757.The horizontal coordinates were scaled from a topographic map and have
 SL0757.an estimated accuracy of +/- 6 seconds.
 SL0757
 SL0757.The orthometric height was determined by differential leveling
 SL0757.and adjusted by the National Geodetic Survey in June 1991..
 SL0757
 SL0757.The geoid height was determined by GEOID03.
 SL0757
 SL0757.The dynamic height is computed by dividing the NAVD 88
 SL0757.geopotential number by the normal gravity value computed on the
 SL0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0757.degrees latitude (g = 980.6199 gals.).
 SL0757
 SL0757.The modeled gravity was interpolated from observed gravity values.
 SL0757
 SL0757;                    North         East    Units  Estimated Accuracy
 SL0757;SPC ND N     -    33,510.      803,320.      MT  (+/- 180 meters Scaled)
 SL0757
 SL0757                          SUPERSEDED SURVEY CONTROL
 SL0757
 SL0757  NGVD 29 (??/??/92)  405.582  (m)         1330.65   (f) ADJ UNCH    2 0
 SL0757
 SL0757.Superseded values are not recommended for survey control.
 SL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0757.See file dsdata.txt to determine how the superseded data were derived.
 SL0757
 SL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT898357(NAD 83)
 SL0757_MARKER: DB = BENCH MARK DISK
 SL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0757_STAMPING: B 444 1964
 SL0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0757+STABILITY: SURFACE MOTION
 SL0757
 SL0757  HISTORY     - Date     Condition        Report By
 SL0757  HISTORY     - 1964     MONUMENTED       CGS
 SL0757
 SL0757                          STATION DESCRIPTION
 SL0757
 SL0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0757'7.2 MI NE FROM LUVERNE.
 SL0757'1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0757'NORTHERN RAILWAY AT LUVERNE, THENCE 6.0 MILES EAST ALONG A GRAVELED
 SL0757'AND DIRT ROAD, 1.0 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 32 AND
 SL0757'BENCH MARK S 443 DESCRIBED, IN SECTION 19, R 56 W, T 144 N, AT A ROAD
 SL0757'INTERSECTION, 72 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0757'INTERSECTION, 56 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 SL0757'44 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 37 FEET NORTH
 SL0757'OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER
 SL0757'EAST-WEST ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A
 SL0757'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD AND
 SL0757'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 SL0757'OF THE GROUND.  NOTE-- THIS MARK MAY BE REACHED FROM COLGATE BY GOING
 SL0757'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0757'RAILWAY STATION IN COLGATE, THENCE 6.3 MILES WEST ALONG A GRAVELED
 SL0757'ROAD TO BECH MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0189 ***********************************************************************
 TE0189  DESIGNATION -  B 445
 TE0189  PID         -  TE0189
 TE0189  STATE/COUNTY-  ND/CAVALIER
 TE0189  USGS QUAD   -  MAIDA (1967)
 TE0189
 TE0189                         *CURRENT SURVEY CONTROL
 TE0189  ___________________________________________________________________
 TE0189* NAD 83(1986)-  48 59 34.     (N)    098 17 59.     (W)     SCALED    
 TE0189* NAVD 88     -       474.646  (meters)    1557.23   (feet)  ADJUSTED  
 TE0189  ___________________________________________________________________
 TE0189  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 TE0189  DYNAMIC HT  -         474.770 (meters)    1557.64  (feet)  COMP
 TE0189  MODELED GRAV-     980,857.1   (mgal)                       NAVD 88
 TE0189
 TE0189  VERT ORDER  -  SECOND    CLASS 0
 TE0189
 TE0189.The horizontal coordinates were scaled from a topographic map and have
 TE0189.an estimated accuracy of +/- 6 seconds.
 TE0189
 TE0189.The orthometric height was determined by differential leveling
 TE0189.and adjusted by the National Geodetic Survey in June 1991..
 TE0189
 TE0189.The geoid height was determined by GEOID03.
 TE0189
 TE0189.The dynamic height is computed by dividing the NAVD 88
 TE0189.geopotential number by the normal gravity value computed on the
 TE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0189.degrees latitude (g = 980.6199 gals.).
 TE0189
 TE0189.The modeled gravity was interpolated from observed gravity values.
 TE0189
 TE0189;                    North         East    Units  Estimated Accuracy
 TE0189;SPC ND N     -   223,880.      761,010.      MT  (+/- 180 meters Scaled)
 TE0189
 TE0189                          SUPERSEDED SURVEY CONTROL
 TE0189
 TE0189  NGVD 29 (??/??/92)  474.283  (m)         1556.04   (f) ADJ UNCH    2 0
 TE0189
 TE0189.Superseded values are not recommended for survey control.
 TE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0189.See file dsdata.txt to determine how the superseded data were derived.
 TE0189
 TE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV512268(NAD 83)
 TE0189_MARKER: DB = BENCH MARK DISK
 TE0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0189_STAMPING: B 445 1964
 TE0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0189+STABILITY: SURFACE MOTION
 TE0189
 TE0189  HISTORY     - Date     Condition        Report By
 TE0189  HISTORY     - 1964     MONUMENTED       CGS
 TE0189
 TE0189                          STATION DESCRIPTION
 TE0189
 TE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0189'3.4 MI SE FROM MAIDA.
 TE0189'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOM HOUSE AT
 TE0189'MAIDA, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, AT A ROAD
 TE0189'INTERSECTION, 188 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, 30
 TE0189'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 191 FEET
 TE0189'SOUTHEAST OF THE APPROXIMATE CENTER OF INTERSECTION, 58 1/2 FEET
 TE0189'NORTHWEST OF A POWER LINE POLE IN FIELD, 2 FEET WEST OF A FENCE LINE,
 TE0189'157 FEET SOUTH OF BENCH MARK Z 186 DESCRIBED, 2 FEET NORTH OF A METAL
 TE0189'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD AND SET IN THE TOP
 TE0189'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0189'IN SECTION 33, R 59 W, T 164 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0604 ***********************************************************************
 RP0604  DESIGNATION -  B 446
 RP0604  PID         -  RP0604
 RP0604  STATE/COUNTY-  ND/CASS
 RP0604  USGS QUAD   -  BUFFALO (1967)
 RP0604
 RP0604                         *CURRENT SURVEY CONTROL
 RP0604  ___________________________________________________________________
 RP0604* NAD 83(1986)-  46 55 18.     (N)    097 36 09.     (W)     SCALED    
 RP0604* NAVD 88     -       354.145  (meters)    1161.89   (feet)  ADJUSTED  
 RP0604  ___________________________________________________________________
 RP0604  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 RP0604  DYNAMIC HT  -         354.174 (meters)    1161.99  (feet)  COMP
 RP0604  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 RP0604
 RP0604  VERT ORDER  -  FIRST     CLASS II
 RP0604
 RP0604.The horizontal coordinates were scaled from a topographic map and have
 RP0604.an estimated accuracy of +/- 6 seconds.
 RP0604
 RP0604.The orthometric height was determined by differential leveling
 RP0604.and adjusted by the National Geodetic Survey in June 1991..
 RP0604
 RP0604.The geoid height was determined by GEOID03.
 RP0604
 RP0604.The dynamic height is computed by dividing the NAVD 88
 RP0604.geopotential number by the normal gravity value computed on the
 RP0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0604.degrees latitude (g = 980.6199 gals.).
 RP0604
 RP0604.The modeled gravity was interpolated from observed gravity values.
 RP0604
 RP0604;                    North         East    Units  Estimated Accuracy
 RP0604;SPC ND S     -   143,570.      820,630.      MT  (+/- 180 meters Scaled)
 RP0604
 RP0604                          SUPERSEDED SURVEY CONTROL
 RP0604
 RP0604  NGVD 29 (??/??/92)  353.796  (m)         1160.75   (f) ADJ UNCH    1 2
 RP0604
 RP0604.Superseded values are not recommended for survey control.
 RP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0604.See file dsdata.txt to determine how the superseded data were derived.
 RP0604
 RP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS064974(NAD 83)
 RP0604_MARKER: DB = BENCH MARK DISK
 RP0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0604_SP_SET: BRIDGE ABUTMENT
 RP0604_STAMPING: B 446 1964
 RP0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0604
 RP0604  HISTORY     - Date     Condition        Report By
 RP0604  HISTORY     - 1964     MONUMENTED       CGS
 RP0604  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0604
 RP0604                          STATION DESCRIPTION
 RP0604
 RP0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0604'2.4 MI W FROM BUFFALO.
 RP0604'ABOUT 2.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0604'STATION AT BUFFALO, IN SECTION 22, R 55 W, T 140 N, SET ON THE TOP OF
 RP0604'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE OVER A
 RP0604'GRAVELED ROAD, (BRIDGE NO. 46), 6 1/2 FEET SOUTH OF THE SOUTH RAIL AND
 RP0604'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 RP0604
 RP0604                          STATION RECOVERY (1982)
 RP0604
 RP0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0604'NOT RECOVERED, INACCESSIBLE FIELD ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0618 ***********************************************************************
 RP0618  DESIGNATION -  B 447
 RP0618  PID         -  RP0618
 RP0618  STATE/COUNTY-  ND/CASS
 RP0618  USGS QUAD   -  BUFFALO (1967)
 RP0618
 RP0618                         *CURRENT SURVEY CONTROL
 RP0618  ___________________________________________________________________
 RP0618* NAD 83(1986)-  46 56 53.     (N)    097 33 21.     (W)     SCALED    
 RP0618* NAVD 88     -       365.812  (meters)    1200.17   (feet)  ADJUSTED  
 RP0618  ___________________________________________________________________
 RP0618  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 RP0618  DYNAMIC HT  -         365.843 (meters)    1200.27  (feet)  COMP
 RP0618  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 RP0618
 RP0618  VERT ORDER  -  SECOND    CLASS 0
 RP0618
 RP0618.The horizontal coordinates were scaled from a topographic map and have
 RP0618.an estimated accuracy of +/- 6 seconds.
 RP0618
 RP0618.The orthometric height was determined by differential leveling
 RP0618.and adjusted by the National Geodetic Survey in June 1991..
 RP0618
 RP0618.The geoid height was determined by GEOID03.
 RP0618
 RP0618.The dynamic height is computed by dividing the NAVD 88
 RP0618.geopotential number by the normal gravity value computed on the
 RP0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0618.degrees latitude (g = 980.6199 gals.).
 RP0618
 RP0618.The modeled gravity was interpolated from observed gravity values.
 RP0618
 RP0618;                    North         East    Units  Estimated Accuracy
 RP0618;SPC ND S     -   146,640.      824,070.      MT  (+/- 180 meters Scaled)
 RP0618
 RP0618                          SUPERSEDED SURVEY CONTROL
 RP0618
 RP0618  NGVD 29 (??/??/92)  365.457  (m)         1199.00   (f) ADJ UNCH    2 0
 RP0618
 RP0618.Superseded values are not recommended for survey control.
 RP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0618.See file dsdata.txt to determine how the superseded data were derived.
 RP0618
 RP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT098004(NAD 83)
 RP0618_MARKER: DB = BENCH MARK DISK
 RP0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0618_STAMPING: B 447 1964
 RP0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0618+STABILITY: SURFACE MOTION
 RP0618
 RP0618  HISTORY     - Date     Condition        Report By
 RP0618  HISTORY     - 1964     MONUMENTED       CGS
 RP0618  HISTORY     - 1982     GOOD             NGS
 RP0618
 RP0618                          STATION DESCRIPTION
 RP0618
 RP0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0618'2.0 MI N FROM BUFFALO.
 RP0618'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 RP0618'NORTHERN PACIFIC RAILWAY AT BUFFALO, NEAR A ROAD INTERSECTION, IN
 RP0618'SECTION 13, R 55 W, T 140 N, 102 FEET WEST OF THE CENTER LINE OF THE
 RP0618'HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 110
 RP0618'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 2 1/2
 RP0618'FEET SOUTH OF A POWER LINE POLE, 1 1/2 FEET NORTH OF A METAL WITNESS
 RP0618'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 RP0618'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0618
 RP0618                          STATION RECOVERY (1982)
 RP0618
 RP0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0775 ***********************************************************************
 SL0775  DESIGNATION -  B 448
 SL0775  PID         -  SL0775
 SL0775  STATE/COUNTY-  ND/BARNES
 SL0775  USGS QUAD   -  COLGATE (1967)
 SL0775
 SL0775                         *CURRENT SURVEY CONTROL
 SL0775  ___________________________________________________________________
 SL0775* NAD 83(1986)-  47 11 47.     (N)    097 43 37.     (W)     SCALED    
 SL0775* NAVD 88     -       366.447  (meters)    1202.25   (feet)  ADJUSTED  
 SL0775  ___________________________________________________________________
 SL0775  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL0775  DYNAMIC HT  -         366.486 (meters)    1202.38  (feet)  COMP
 SL0775  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 SL0775
 SL0775  VERT ORDER  -  SECOND    CLASS 0
 SL0775
 SL0775.The horizontal coordinates were scaled from a topographic map and have
 SL0775.an estimated accuracy of +/- 6 seconds.
 SL0775
 SL0775.The orthometric height was determined by differential leveling
 SL0775.and adjusted by the National Geodetic Survey in June 1991..
 SL0775
 SL0775.The geoid height was determined by GEOID03.
 SL0775
 SL0775.The dynamic height is computed by dividing the NAVD 88
 SL0775.geopotential number by the normal gravity value computed on the
 SL0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0775.degrees latitude (g = 980.6199 gals.).
 SL0775
 SL0775.The modeled gravity was interpolated from observed gravity values.
 SL0775
 SL0775;                    North         East    Units  Estimated Accuracy
 SL0775;SPC ND S     -   173,750.      810,080.      MT  (+/- 180 meters Scaled)
 SL0775
 SL0775                          SUPERSEDED SURVEY CONTROL
 SL0775
 SL0775  NGVD 29 (??/??/92)  366.101  (m)         1201.12   (f) ADJ UNCH    2 0
 SL0775
 SL0775.Superseded values are not recommended for survey control.
 SL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0775.See file dsdata.txt to determine how the superseded data were derived.
 SL0775
 SL0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT964277(NAD 83)
 SL0775_MARKER: DB = BENCH MARK DISK
 SL0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0775_STAMPING: B 448 1964
 SL0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0775+STABILITY: SURFACE MOTION
 SL0775
 SL0775  HISTORY     - Date     Condition        Report By
 SL0775  HISTORY     - 1964     MONUMENTED       CGS
 SL0775
 SL0775                          STATION DESCRIPTION
 SL0775
 SL0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0775'3.75 MI SE FROM PILLSBURY.
 SL0775'0.75 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0775'GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 3.0 MILES EAST ALONG A
 SL0775'GRAVELED ROAD, NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION
 SL0775'14, R 56 W, T 143 N, 63 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 SL0775'ROAD, 43 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 77 FEET
 SL0775'NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 2 FEET SOUTH
 SL0775'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROADS AND SET
 SL0775'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 SL0775'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0677 ***********************************************************************
 SL0677  DESIGNATION -  B 449 RESET
 SL0677  PID         -  SL0677
 SL0677  STATE/COUNTY-  ND/BARNES
 SL0677  USGS QUAD   -  PILLSBURY SW (1967)
 SL0677
 SL0677                         *CURRENT SURVEY CONTROL
 SL0677  ___________________________________________________________________
 SL0677* NAD 83(1986)-  47 07 27.     (N)    097 53 45.     (W)     SCALED    
 SL0677* NAVD 88     -       441.07   (+/-2cm)    1447.1    (feet)  VERTCON   
 SL0677  ___________________________________________________________________
 SL0677  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 SL0677
 SL0677  VERT ORDER  -  THIRD (See Below)
 SL0677
 SL0677.The horizontal coordinates were scaled from a topographic map and have
 SL0677.an estimated accuracy of +/- 6 seconds.
 SL0677
 SL0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0677.The vertical order pertains to the NGVD 29 superseded value.
 SL0677
 SL0677.The geoid height was determined by GEOID03.
 SL0677
 SL0677;                    North         East    Units  Estimated Accuracy
 SL0677;SPC ND S     -   165,290.      797,560.      MT  (+/- 180 meters Scaled)
 SL0677
 SL0677                          SUPERSEDED SURVEY CONTROL
 SL0677
 SL0677  NGVD 29 (11/04/04)  440.71   (m)         1445.9    (f) RESET       3  
 SL0677
 SL0677.Superseded values are not recommended for survey control.
 SL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0677.See file dsdata.txt to determine how the superseded data were derived.
 SL0677
 SL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT837195(NAD 83)
 SL0677_MARKER: DB = BENCH MARK DISK
 SL0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0677_STAMPING: B 449 RESET 1970
 SL0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0677+STABILITY: SURFACE MOTION
 SL0677
 SL0677  HISTORY     - Date     Condition        Report By
 SL0677  HISTORY     - 1970     MONUMENTED       NGS
 SL0677
 SL0677                          STATION DESCRIPTION
 SL0677
 SL0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SL0677'16 MI NNE FROM VALLEY CITY.
 SL0677'14.9 MILES NORTH ALONG COUNTY ROAD 25 FROM ITS INTERSECTION WITH
 SL0677'INTERSTATE HIGHWAY 94, 4.3 MILES EAST OF THE CENTER OF VALLEY CITY, AT
 SL0677'A GRAVELED CROSSROAD, IN THE NORTHEAST QUADRANT, 292 FEET EAST OF THE
 SL0677'CENTER OF COUNTY ROAD 25, 53 FEET NORTH OF THE CENTER OF THE
 SL0677'CROSSROAD, 5.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 SL0677'GRANARY, 2 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS
 SL0677'POST, ABOUT 5 FEET BELOW ROAD LEVEL, SET IN A ROUND CONCRETE MONUMENT
 SL0677'WHICH PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0043 ***********************************************************************
 RQ0043  DESIGNATION -  B 45
 RQ0043  PID         -  RQ0043
 RQ0043  STATE/COUNTY-  ND/LA MOURE
 RQ0043  USGS QUAD   -  MARION NE (1970)
 RQ0043
 RQ0043                         *CURRENT SURVEY CONTROL
 RQ0043  ___________________________________________________________________
 RQ0043* NAD 83(1986)-  46 37 51.     (N)    098 21 30.     (W)     SCALED    
 RQ0043* NAVD 88     -       446.272  (meters)    1464.14   (feet)  ADJUSTED  
 RQ0043  ___________________________________________________________________
 RQ0043  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 RQ0043  DYNAMIC HT  -         446.280 (meters)    1464.17  (feet)  COMP
 RQ0043  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 RQ0043
 RQ0043  VERT ORDER  -  SECOND    CLASS 0
 RQ0043
 RQ0043.The horizontal coordinates were scaled from a topographic map and have
 RQ0043.an estimated accuracy of +/- 6 seconds.
 RQ0043
 RQ0043.The orthometric height was determined by differential leveling
 RQ0043.and adjusted by the National Geodetic Survey in June 1991..
 RQ0043
 RQ0043.The geoid height was determined by GEOID03.
 RQ0043
 RQ0043.The dynamic height is computed by dividing the NAVD 88
 RQ0043.geopotential number by the normal gravity value computed on the
 RQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0043.degrees latitude (g = 980.6199 gals.).
 RQ0043
 RQ0043.The modeled gravity was interpolated from observed gravity values.
 RQ0043
 RQ0043;                    North         East    Units  Estimated Accuracy
 RQ0043;SPC ND S     -   109,410.      763,980.      MT  (+/- 180 meters Scaled)
 RQ0043
 RQ0043                          SUPERSEDED SURVEY CONTROL
 RQ0043
 RQ0043  NGVD 29 (??/??/92)  445.896  (m)         1462.91   (f) ADJ UNCH    2 0
 RQ0043
 RQ0043.Superseded values are not recommended for survey control.
 RQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0043.See file dsdata.txt to determine how the superseded data were derived.
 RQ0043
 RQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS491643(NAD 83)
 RQ0043_MARKER: DB = BENCH MARK DISK
 RQ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0043_STAMPING: B 45 1934
 RQ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0043+STABILITY: SURFACE MOTION
 RQ0043
 RQ0043  HISTORY     - Date     Condition        Report By
 RQ0043  HISTORY     - 1934     MONUMENTED       CGS
 RQ0043
 RQ0043                          STATION DESCRIPTION
 RQ0043
 RQ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0043'3.2 MI NW FROM MARION.
 RQ0043'1.7 MILES NORTH ALONG A ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION
 RQ0043'AT MARION, LA MOURE COUNTY, THENCE 1.5 MILES WEST ALONG STATE HIGHWAY
 RQ0043'46.  30 FEET WEST OF THE CENTERLINE OF A SIDE ROAD LEADING TO THE
 RQ0043'SOUTH, 54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL
 RQ0043'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 45 1934 AND SET IN THE
 RQ0043'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0044 ***********************************************************************
 RQ0044  DESIGNATION -  B 45 RESET
 RQ0044  PID         -  RQ0044
 RQ0044  STATE/COUNTY-  ND/LA MOURE
 RQ0044  USGS QUAD   -  MARION NE (1970)
 RQ0044
 RQ0044                         *CURRENT SURVEY CONTROL
 RQ0044  ___________________________________________________________________
 RQ0044* NAD 83(1986)-  46 37 51.     (N)    098 21 29.     (W)     SCALED    
 RQ0044* NAVD 88     -       446.82   (+/-2cm)    1465.9    (feet)  VERTCON   
 RQ0044  ___________________________________________________________________
 RQ0044  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 RQ0044
 RQ0044  VERT ORDER  -  THIRD (See Below)
 RQ0044
 RQ0044.The horizontal coordinates were scaled from a topographic map and have
 RQ0044.an estimated accuracy of +/- 6 seconds.
 RQ0044
 RQ0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0044.The vertical order pertains to the NGVD 29 superseded value.
 RQ0044
 RQ0044.The geoid height was determined by GEOID03.
 RQ0044
 RQ0044;                    North         East    Units  Estimated Accuracy
 RQ0044;SPC ND S     -   109,410.      764,000.      MT  (+/- 180 meters Scaled)
 RQ0044
 RQ0044                          SUPERSEDED SURVEY CONTROL
 RQ0044
 RQ0044  NGVD 29 (11/04/04)  446.44   (m)         1464.7    (f) RESET       3  
 RQ0044
 RQ0044.Superseded values are not recommended for survey control.
 RQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0044.See file dsdata.txt to determine how the superseded data were derived.
 RQ0044
 RQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS491643(NAD 83)
 RQ0044_MARKER: DB = BENCH MARK DISK
 RQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0044_STAMPING: B 45 RESET 1964
 RQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0044+STABILITY: SURFACE MOTION
 RQ0044
 RQ0044  HISTORY     - Date     Condition        Report By
 RQ0044  HISTORY     - 1964     MONUMENTED       CGS
 RQ0044
 RQ0044                          STATION DESCRIPTION
 RQ0044
 RQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0044'3.0 MI NW FROM MARION.
 RQ0044'ABOUT 1.5 MILES NORTH OF MARION, LA MOURE COUNTY, THENCE ABOUT 1.5
 RQ0044'MILES WEST ALONG STATE HIGHWAY 46, ABOUT 99 FEET SOUTH OF THE
 RQ0044'CENTERLINE OF THE HIGHWAY 2 FEET WEST OF A METAL WITNESS POST AND 1
 RQ0044'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  SET IN THE TOP OF A CONCRETE
 RQ0044'POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0522 ***********************************************************************
 SM0522  DESIGNATION -  B 450
 SM0522  PID         -  SM0522
 SM0522  STATE/COUNTY-  ND/BARNES
 SM0522  USGS QUAD   -  DAZEY NE (1961)
 SM0522
 SM0522                         *CURRENT SURVEY CONTROL
 SM0522  ___________________________________________________________________
 SM0522* NAD 83(1986)-  47 13 35.     (N)    098 04 02.     (W)     SCALED    
 SM0522* NAVD 88     -       430.762  (meters)    1413.26   (feet)  ADJUSTED  
 SM0522  ___________________________________________________________________
 SM0522  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 SM0522  DYNAMIC HT  -         430.795 (meters)    1413.37  (feet)  COMP
 SM0522  MODELED GRAV-     980,677.0   (mgal)                       NAVD 88
 SM0522
 SM0522  VERT ORDER  -  SECOND    CLASS 0
 SM0522
 SM0522.The horizontal coordinates were scaled from a topographic map and have
 SM0522.an estimated accuracy of +/- 6 seconds.
 SM0522
 SM0522.The orthometric height was determined by differential leveling
 SM0522.and adjusted by the National Geodetic Survey in June 1991..
 SM0522
 SM0522.The geoid height was determined by GEOID03.
 SM0522
 SM0522.The dynamic height is computed by dividing the NAVD 88
 SM0522.geopotential number by the normal gravity value computed on the
 SM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0522.degrees latitude (g = 980.6199 gals.).
 SM0522
 SM0522.The modeled gravity was interpolated from observed gravity values.
 SM0522
 SM0522;                    North         East    Units  Estimated Accuracy
 SM0522;SPC ND S     -   176,230.      784,210.      MT  (+/- 180 meters Scaled)
 SM0522
 SM0522                          SUPERSEDED SURVEY CONTROL
 SM0522
 SM0522  NGVD 29 (??/??/92)  430.405  (m)         1412.09   (f) ADJ UNCH    2 0
 SM0522
 SM0522.Superseded values are not recommended for survey control.
 SM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0522.See file dsdata.txt to determine how the superseded data were derived.
 SM0522
 SM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT706307(NAD 83)
 SM0522_MARKER: DB = BENCH MARK DISK
 SM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0522_STAMPING: B 450 1964
 SM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0522+STABILITY: SURFACE MOTION
 SM0522
 SM0522  HISTORY     - Date     Condition        Report By
 SM0522  HISTORY     - 1964     MONUMENTED       CGS
 SM0522
 SM0522                          STATION DESCRIPTION
 SM0522
 SM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0522'8.7 MI NE FROM DAZEY.
 SM0522'ABOUT 2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0522'STATION AT DAZEY, THENCE ABOUT 6.1 MILES EAST ALONG A GRAVELED ROAD,
 SM0522'IN SECTION 5, R 58 W, T 143 N, AT THE INTERSECTION OF A NORTH-SOUTH
 SM0522'GRAVELED ROAD, IN THE YARD OF AN ABANDONED SCHOOL HOUSE,   SE, 56 1/2
 SM0522'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 64 FEET EAST OF
 SM0522'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 87 FEET NORTHEAST OF THE
 SM0522'CENTER OF THE INTERSECTION, 12 FEET SOUTH OF THE SOUTHEAST CORNER OF
 SM0522'THE SCHOOL BUILDING, 16 FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF
 SM0522'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 SM0522'A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0023 ***********************************************************************
 RQ0023  DESIGNATION -  B 451
 RQ0023  PID         -  RQ0023
 RQ0023  STATE/COUNTY-  ND/BARNES
 RQ0023  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0023
 RQ0023                         *CURRENT SURVEY CONTROL
 RQ0023  ___________________________________________________________________
 RQ0023* NAD 83(1986)-  46 54 57.     (N)    098 01 37.     (W)     SCALED    
 RQ0023* NAVD 88     -       386.390  (meters)    1267.68   (feet)  ADJUSTED  
 RQ0023  ___________________________________________________________________
 RQ0023  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 RQ0023  DYNAMIC HT  -         386.423 (meters)    1267.79  (feet)  COMP
 RQ0023  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 RQ0023
 RQ0023  VERT ORDER  -  FIRST     CLASS II
 RQ0023
 RQ0023.The horizontal coordinates were scaled from a topographic map and have
 RQ0023.an estimated accuracy of +/- 6 seconds.
 RQ0023
 RQ0023.The orthometric height was determined by differential leveling
 RQ0023.and adjusted by the National Geodetic Survey in June 1991..
 RQ0023
 RQ0023.The geoid height was determined by GEOID03.
 RQ0023
 RQ0023.The dynamic height is computed by dividing the NAVD 88
 RQ0023.geopotential number by the normal gravity value computed on the
 RQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0023.degrees latitude (g = 980.6199 gals.).
 RQ0023
 RQ0023.The modeled gravity was interpolated from observed gravity values.
 RQ0023
 RQ0023;                    North         East    Units  Estimated Accuracy
 RQ0023;SPC ND S     -   141,820.      788,340.      MT  (+/- 180 meters Scaled)
 RQ0023
 RQ0023                          SUPERSEDED SURVEY CONTROL
 RQ0023
 RQ0023  NGVD 29 (??/??/92)  386.032  (m)         1266.51   (f) ADJ UNCH    1 2
 RQ0023
 RQ0023.Superseded values are not recommended for survey control.
 RQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0023.See file dsdata.txt to determine how the superseded data were derived.
 RQ0023
 RQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS740962(NAD 83)
 RQ0023_MARKER: DB = BENCH MARK DISK
 RQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0023_STAMPING: B 451 1964
 RQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0023+STABILITY: SURFACE MOTION
 RQ0023
 RQ0023  HISTORY     - Date     Condition        Report By
 RQ0023  HISTORY     - 1964     MONUMENTED       CGS
 RQ0023  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0023
 RQ0023                          STATION DESCRIPTION
 RQ0023
 RQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0023'1.2 MI W FROM VALLEY CITY.
 RQ0023'ABOUT 1.2 MILES WEST ALONG THE VALLEY CITY SPUR TRACK OF THE NORTHERN
 RQ0023'PACIFIC RAILWAY FROM THE FREIGHT STATION AT VALLEY CITY, IN SECTION
 RQ0023'29, R 58 W, T 140 N, AT A GRAVELED ROAD CROSSING LEADING NORTHWEST AND
 RQ0023'SOUTHEAST, 12 1/2 RAILS NORTHEAST OF MILEPOST 67, 102 1/2 FEET
 RQ0023'SOUTHEAST OF THE SOUTHEAST RAIL, 155 FEET NORTHWEST OF THE CENTER LINE
 RQ0023'OF BUSINESS ROUTE 94, 62 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RQ0023'GRAVELED ROAD, 2 1/2 FEET NORTHEAST OF TELEPHONE POLE 2410, 1.6 FEET
 RQ0023'SOUTHWEST OF A METAL WITNESS POST, SET IN LINE WITH A ROW OF TELEPHONE
 RQ0023'POLES, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 RQ0023'A CONCRETE POST PROJECTING 0.3 FOOT.
 RQ0023
 RQ0023                          STATION RECOVERY (1982)
 RQ0023
 RQ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0023'NOT RECOVERED, MAY HAVE BEEN GRADED OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0248 ***********************************************************************
 TE0248  DESIGNATION -  B 452
 TE0248  PID         -  TE0248
 TE0248  STATE/COUNTY-  ND/CAVALIER
 TE0248  USGS QUAD   -  LANGDON EAST (1983)
 TE0248
 TE0248                         *CURRENT SURVEY CONTROL
 TE0248  ___________________________________________________________________
 TE0248* NAD 83(1986)-  48 48 16.     (N)    098 15 18.     (W)     SCALED    
 TE0248* NAVD 88     -       501.322  (meters)    1644.75   (feet)  ADJUSTED  
 TE0248  ___________________________________________________________________
 TE0248  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 TE0248  DYNAMIC HT  -         501.437 (meters)    1645.13  (feet)  COMP
 TE0248  MODELED GRAV-     980,823.6   (mgal)                       NAVD 88
 TE0248
 TE0248  VERT ORDER  -  SECOND    CLASS 0
 TE0248
 TE0248.The horizontal coordinates were scaled from a topographic map and have
 TE0248.an estimated accuracy of +/- 6 seconds.
 TE0248
 TE0248.The orthometric height was determined by differential leveling
 TE0248.and adjusted by the National Geodetic Survey in June 1991..
 TE0248
 TE0248.The geoid height was determined by GEOID03.
 TE0248
 TE0248.The dynamic height is computed by dividing the NAVD 88
 TE0248.geopotential number by the normal gravity value computed on the
 TE0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0248.degrees latitude (g = 980.6199 gals.).
 TE0248
 TE0248.The modeled gravity was interpolated from observed gravity values.
 TE0248
 TE0248;                    North         East    Units  Estimated Accuracy
 TE0248;SPC ND N     -   203,030.      764,890.      MT  (+/- 180 meters Scaled)
 TE0248
 TE0248                          SUPERSEDED SURVEY CONTROL
 TE0248
 TE0248  NGVD 29 (??/??/92)  500.948  (m)         1643.53   (f) ADJ UNCH    2 0
 TE0248
 TE0248.Superseded values are not recommended for survey control.
 TE0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0248.See file dsdata.txt to determine how the superseded data were derived.
 TE0248
 TE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV547059(NAD 83)
 TE0248_MARKER: DB = BENCH MARK DISK
 TE0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0248_STAMPING: B 452 1964
 TE0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0248+STABILITY: SURFACE MOTION
 TE0248
 TE0248  HISTORY     - Date     Condition        Report By
 TE0248  HISTORY     - 1964     MONUMENTED       CGS
 TE0248
 TE0248                          STATION DESCRIPTION
 TE0248
 TE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0248'8.1 MI NE FROM LANGDON.
 TE0248'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0248'LANGDON, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, NEAR T JUNCTION
 TE0248'OF ROAD LEADING EAST, ABOUT 1.0 MILE SOUTH OF THE HARVEY CENTRE
 TE0248'METHODIST CHURCH, 57 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 TE0248'ROAD, IN SECTION 2, R 59 W, T 161 N, 92 FEET SOUTHEAST OF THE
 TE0248'APPROXIMATE CENTER OF T JUNCTION, 74 FEET SOUTH OF THE CENTER LINE OF
 TE0248'ROAD LEADING EAST, 26 1/2 FEET WEST OF A POWER LINE POLE, 2 1/2 FEET
 TE0248'NORTHEAST OF THE WEST END OF A GUY WIRE FOR POWER POLE, 2.3 FEET EAST
 TE0248'OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE NORTH SOUTH
 TE0248'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 TE0248'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1094 ***********************************************************************
 TE1094  DESIGNATION -  B 453
 TE1094  PID         -  TE1094
 TE1094  STATE/COUNTY-  ND/CAVALIER
 TE1094  USGS QUAD   -  LOMA (1970)
 TE1094
 TE1094                         *CURRENT SURVEY CONTROL
 TE1094  ___________________________________________________________________
 TE1094* NAD 83(1986)-  48 42 09.     (N)    098 33 23.     (W)     SCALED    
 TE1094* NAVD 88     -       484.593  (meters)    1589.87   (feet)  ADJUSTED  
 TE1094  ___________________________________________________________________
 TE1094  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 TE1094  DYNAMIC HT  -         484.699 (meters)    1590.22  (feet)  COMP
 TE1094  MODELED GRAV-     980,815.4   (mgal)                       NAVD 88
 TE1094
 TE1094  VERT ORDER  -  SECOND    CLASS 0
 TE1094
 TE1094.The horizontal coordinates were scaled from a topographic map and have
 TE1094.an estimated accuracy of +/- 6 seconds.
 TE1094
 TE1094.The orthometric height was determined by differential leveling
 TE1094.and adjusted by the National Geodetic Survey in June 1991..
 TE1094
 TE1094.The geoid height was determined by GEOID03.
 TE1094
 TE1094.The dynamic height is computed by dividing the NAVD 88
 TE1094.geopotential number by the normal gravity value computed on the
 TE1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1094.degrees latitude (g = 980.6199 gals.).
 TE1094
 TE1094.The modeled gravity was interpolated from observed gravity values.
 TE1094
 TE1094;                    North         East    Units  Estimated Accuracy
 TE1094;SPC ND N     -   191,100.      743,050.      MT  (+/- 180 meters Scaled)
 TE1094
 TE1094                          SUPERSEDED SURVEY CONTROL
 TE1094
 TE1094  NGVD 29 (??/??/92)  484.213  (m)         1588.62   (f) ADJ UNCH    2 0
 TE1094
 TE1094.Superseded values are not recommended for survey control.
 TE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1094.See file dsdata.txt to determine how the superseded data were derived.
 TE1094
 TE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU326944(NAD 83)
 TE1094_MARKER: DB = BENCH MARK DISK
 TE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1094_STAMPING: B 453 1964
 TE1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1094+STABILITY: SURFACE MOTION
 TE1094
 TE1094  HISTORY     - Date     Condition        Report By
 TE1094  HISTORY     - 1964     MONUMENTED       CGS
 TE1094
 TE1094                          STATION DESCRIPTION
 TE1094
 TE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1094'5.95 MI NW FROM LOMA.
 TE1094'ABOUT 5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1094'STATION AT LOMA, THENCE 0.95 MILE WEST ALONG A DIRT ROAD, IN SECTION
 TE1094'8, R 61 W, T 160 N, ON TOP OF A SMALL RISE, NEAR THE NORTHWEST CORNER
 TE1094'OF A PASTURE, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 307 FEET
 TE1094'SOUTHEAST OF THE CENTER OF A JUNCTION, 99 FEET EAST OF A FENCE CORNER,
 TE1094'1.3 FEET NORTH OF A FENCE LINE, 2.3 FEET EAST OF A METAL WITNESS POST,
 TE1094'2 FEET ABOVE THE LEVEL OF THE EAST-WEST ROAD AND SET IN THE TOP OF A
 TE1094'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0232 ***********************************************************************
 TE0232  DESIGNATION -  B 454
 TE0232  PID         -  TE0232
 TE0232  STATE/COUNTY-  ND/CAVALIER
 TE0232  USGS QUAD   -  MAIDA (1967)
 TE0232
 TE0232                         *CURRENT SURVEY CONTROL
 TE0232  ___________________________________________________________________
 TE0232* NAD 83(1986)-  48 54 39.     (N)    098 15 21.     (W)     SCALED    
 TE0232* NAVD 88     -       476.779  (meters)    1564.23   (feet)  ADJUSTED  
 TE0232  ___________________________________________________________________
 TE0232  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0232  DYNAMIC HT  -         476.894 (meters)    1564.61  (feet)  COMP
 TE0232  MODELED GRAV-     980,836.4   (mgal)                       NAVD 88
 TE0232
 TE0232  VERT ORDER  -  SECOND    CLASS 0
 TE0232
 TE0232.The horizontal coordinates were scaled from a topographic map and have
 TE0232.an estimated accuracy of +/- 6 seconds.
 TE0232
 TE0232.The orthometric height was determined by differential leveling
 TE0232.and adjusted by the National Geodetic Survey in June 1991..
 TE0232
 TE0232.The geoid height was determined by GEOID03.
 TE0232
 TE0232.The dynamic height is computed by dividing the NAVD 88
 TE0232.geopotential number by the normal gravity value computed on the
 TE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0232.degrees latitude (g = 980.6199 gals.).
 TE0232
 TE0232.The modeled gravity was interpolated from observed gravity values.
 TE0232
 TE0232;                    North         East    Units  Estimated Accuracy
 TE0232;SPC ND N     -   214,860.      764,490.      MT  (+/- 180 meters Scaled)
 TE0232
 TE0232                          SUPERSEDED SURVEY CONTROL
 TE0232
 TE0232  NGVD 29 (??/??/92)  476.412  (m)         1563.03   (f) ADJ UNCH    2 0
 TE0232
 TE0232.Superseded values are not recommended for survey control.
 TE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0232.See file dsdata.txt to determine how the superseded data were derived.
 TE0232
 TE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV545178(NAD 83)
 TE0232_MARKER: DB = BENCH MARK DISK
 TE0232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0232_SP_SET: 18.2 FEET
 TE0232_STAMPING: B 454 1964
 TE0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0232
 TE0232  HISTORY     - Date     Condition        Report By
 TE0232  HISTORY     - 1964     MONUMENTED       CGS
 TE0232
 TE0232                          STATION DESCRIPTION
 TE0232
 TE0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0232'4.8 MI W FROM VANG.
 TE0232'ABOUT 4.8 MILES WEST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0232'CHURCH AND CEMETERY, IN SECTION 27, R 59 W, T 163 N, 0.1 MILE SOUTH OF
 TE0232'THE JUNCTION OF A GRAVELED ROAD LEADING WEST, ON THE OUTSIDE OF A
 TE0232'CURVE, NEAR THE SOUTHEAST CORNER OF A FIELD, 61 1/2 FEET WEST OF THE
 TE0232'CENTER LINE OF THE ROAD, 12 FEET EAST OF A TELEPHONE POLE, 0.9 FOOT
 TE0232'NORTH OF AN EAST-WEST FENCE LINE, 1.7 FEET SOUTH OF A METAL WITNESS
 TE0232'POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK ON THE TOP OF A COPPER
 TE0232'COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND
 TE0232'PROTECTED BY A 4 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE GROUND. THE
 TE0232'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 18.2 FEET.  NOTE-- MARK MAY BE
 TE0232'REACHED BY GOING 4.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE
 TE0232'CUSTOMHOUSE AT MAIDA, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 TE0232'THENCE 1.65 MILES SOUTH ALONG A GRAVELED ROAD TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0257 ***********************************************************************
 TE0257  DESIGNATION -  B 455
 TE0257  PID         -  TE0257
 TE0257  STATE/COUNTY-  ND/CAVALIER
 TE0257  USGS QUAD   -  OLGA (1972)
 TE0257
 TE0257                         *CURRENT SURVEY CONTROL
 TE0257  ___________________________________________________________________
 TE0257* NAD 83(1986)-  48 48 17.     (N)    098 02 17.     (W)     SCALED    
 TE0257* NAVD 88     -       466.403  (meters)    1530.19   (feet)  ADJUSTED  
 TE0257  ___________________________________________________________________
 TE0257  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE0257  DYNAMIC HT  -         466.516 (meters)    1530.56  (feet)  COMP
 TE0257  MODELED GRAV-     980,838.6   (mgal)                       NAVD 88
 TE0257
 TE0257  VERT ORDER  -  SECOND    CLASS 0
 TE0257
 TE0257.The horizontal coordinates were scaled from a topographic map and have
 TE0257.an estimated accuracy of +/- 6 seconds.
 TE0257
 TE0257.The orthometric height was determined by differential leveling
 TE0257.and adjusted by the National Geodetic Survey in June 1991..
 TE0257
 TE0257.The geoid height was determined by GEOID03.
 TE0257
 TE0257.The dynamic height is computed by dividing the NAVD 88
 TE0257.geopotential number by the normal gravity value computed on the
 TE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0257.degrees latitude (g = 980.6199 gals.).
 TE0257
 TE0257.The modeled gravity was interpolated from observed gravity values.
 TE0257
 TE0257;                    North         East    Units  Estimated Accuracy
 TE0257;SPC ND N     -   203,550.      780,820.      MT  (+/- 180 meters Scaled)
 TE0257
 TE0257                          SUPERSEDED SURVEY CONTROL
 TE0257
 TE0257  NGVD 29 (??/??/92)  466.048  (m)         1529.03   (f) ADJ UNCH    2 0
 TE0257
 TE0257.Superseded values are not recommended for survey control.
 TE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0257.See file dsdata.txt to determine how the superseded data were derived.
 TE0257
 TE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV706061(NAD 83)
 TE0257_MARKER: DB = BENCH MARK DISK
 TE0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0257_STAMPING: B 455 1964
 TE0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0257+STABILITY: SURFACE MOTION
 TE0257
 TE0257  HISTORY     - Date     Condition        Report By
 TE0257  HISTORY     - 1964     MONUMENTED       CGS
 TE0257
 TE0257                          STATION DESCRIPTION
 TE0257
 TE0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0257'18.1 MI NE FROM LANGDON.
 TE0257'ABOUT 15.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0257'LANGDON, THENCE 3.0 MILES NORTH ALONG A GRAVEL ROAD, IN SECTION 32, R
 TE0257'57 W, T 162 N, AT THE INTERSECTION OF A EAST-WEST ROAD, 0.4 MILE NORTH
 TE0257'OF THE JUNCTION OF A T ROAD JUNCTION LEADING WEST TO OLGA, 83 FEET
 TE0257'NORTHWEST OF THE CENTER OF THE INTERSECTION, 77 FEET WEST OF CENTER
 TE0257'LINE OF NORTH-SOUTH ROAD, 31 FEET NORTH OF CENTER LINE OF EAST-WEST
 TE0257'ROAD, 52.5 FEET NORTHWEST OF THE NORTH END OF A 2-FOOT GALVANIZED PIPE
 TE0257'CULVERT UNDER EAST-WEST ROAD, 39 FEET WEST OF A FENCE CORNER, 1.0 FOOT
 TE0257'SOUTH OF THE FENCE LINE, 2.0 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 TE0257'BELOW LEVEL OF NORTH-SOUTH ROAD, AND IS A DISK SET IN THE TOP OF A
 TE0257'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0925 ***********************************************************************
 TE0925  DESIGNATION -  B 456
 TE0925  PID         -  TE0925
 TE0925  STATE/COUNTY-  ND/CAVALIER
 TE0925  USGS QUAD   -  HANNAH SE (1970)
 TE0925
 TE0925                         *CURRENT SURVEY CONTROL
 TE0925  ___________________________________________________________________
 TE0925* NAD 83(1986)-  48 45 40.     (N)    098 33 25.     (W)     SCALED    
 TE0925* NAVD 88     -       478.009  (meters)    1568.27   (feet)  ADJUSTED  
 TE0925  ___________________________________________________________________
 TE0925  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE0925  DYNAMIC HT  -         478.119 (meters)    1568.63  (feet)  COMP
 TE0925  MODELED GRAV-     980,826.2   (mgal)                       NAVD 88
 TE0925
 TE0925  VERT ORDER  -  SECOND    CLASS 0
 TE0925
 TE0925.The horizontal coordinates were scaled from a topographic map and have
 TE0925.an estimated accuracy of +/- 6 seconds.
 TE0925
 TE0925.The orthometric height was determined by differential leveling
 TE0925.and adjusted by the National Geodetic Survey in June 1991..
 TE0925
 TE0925.The geoid height was determined by GEOID03.
 TE0925
 TE0925.The dynamic height is computed by dividing the NAVD 88
 TE0925.geopotential number by the normal gravity value computed on the
 TE0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0925.degrees latitude (g = 980.6199 gals.).
 TE0925
 TE0925.The modeled gravity was interpolated from observed gravity values.
 TE0925
 TE0925;                    North         East    Units  Estimated Accuracy
 TE0925;SPC ND N     -   197,610.      742,840.      MT  (+/- 180 meters Scaled)
 TE0925
 TE0925                          SUPERSEDED SURVEY CONTROL
 TE0925
 TE0925  NGVD 29 (??/??/92)  477.633  (m)         1567.03   (f) ADJ UNCH    2 0
 TE0925
 TE0925.Superseded values are not recommended for survey control.
 TE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0925.See file dsdata.txt to determine how the superseded data were derived.
 TE0925
 TE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV325009(NAD 83)
 TE0925_MARKER: DB = BENCH MARK DISK
 TE0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0925_STAMPING: B 456 1964
 TE0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0925+STABILITY: SURFACE MOTION
 TE0925
 TE0925  HISTORY     - Date     Condition        Report By
 TE0925  HISTORY     - 1964     MONUMENTED       CGS
 TE0925
 TE0925                          STATION DESCRIPTION
 TE0925
 TE0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0925'8.65 MI W FROM LANGDON.
 TE0925'ABOUT 8.65 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0925'LANGDON, ABOUT 0.75 MILE WEST OF THE INTERSECTION OF HIGHWAY AND
 TE0925'NORTH-SOUTH GRADED ROAD, 0.25 MILE EAST OF THE JUNCTION OF A FARM
 TE0925'ROAD, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF
 TE0925'POWER LINE POLE 843 A, IN LINE WITH A ROW OF POLES, 2 1/2 FEET WEST OF
 TE0925'A STEEL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 TE0925'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 TE0925'GROUND.  IN SECTION 21, R 61 E, T 161 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0274 ***********************************************************************
 TE0274  DESIGNATION -  B 457
 TE0274  PID         -  TE0274
 TE0274  STATE/COUNTY-  ND/CAVALIER
 TE0274  USGS QUAD   -  OSNABROCK (1972)
 TE0274
 TE0274                         *CURRENT SURVEY CONTROL
 TE0274  ___________________________________________________________________
 TE0274* NAD 83(1986)-  48 41 19.     (N)    098 10 01.     (W)     SCALED    
 TE0274* NAVD 88     -       494.577  (meters)    1622.62   (feet)  ADJUSTED  
 TE0274  ___________________________________________________________________
 TE0274  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 TE0274  DYNAMIC HT  -         494.683 (meters)    1622.97  (feet)  COMP
 TE0274  MODELED GRAV-     980,807.5   (mgal)                       NAVD 88
 TE0274
 TE0274  VERT ORDER  -  SECOND    CLASS 0
 TE0274
 TE0274.The horizontal coordinates were scaled from a topographic map and have
 TE0274.an estimated accuracy of +/- 6 seconds.
 TE0274
 TE0274.The orthometric height was determined by differential leveling
 TE0274.and adjusted by the National Geodetic Survey in June 1991..
 TE0274
 TE0274.The geoid height was determined by GEOID03.
 TE0274
 TE0274.The dynamic height is computed by dividing the NAVD 88
 TE0274.geopotential number by the normal gravity value computed on the
 TE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0274.degrees latitude (g = 980.6199 gals.).
 TE0274
 TE0274.The modeled gravity was interpolated from observed gravity values.
 TE0274
 TE0274;                    North         East    Units  Estimated Accuracy
 TE0274;SPC ND N     -   190,350.      771,750.      MT  (+/- 180 meters Scaled)
 TE0274
 TE0274                          SUPERSEDED SURVEY CONTROL
 TE0274
 TE0274  NGVD 29 (??/??/92)  494.202  (m)         1621.39   (f) ADJ UNCH    2 0
 TE0274
 TE0274.Superseded values are not recommended for survey control.
 TE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0274.See file dsdata.txt to determine how the superseded data were derived.
 TE0274
 TE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU613931(NAD 83)
 TE0274_MARKER: DB = BENCH MARK DISK
 TE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0274_STAMPING: B 457 1964
 TE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0274+STABILITY: SURFACE MOTION
 TE0274
 TE0274  HISTORY     - Date     Condition        Report By
 TE0274  HISTORY     - 1964     MONUMENTED       CGS
 TE0274
 TE0274                          STATION DESCRIPTION
 TE0274
 TE0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0274'2.45 MI NW FROM OSNABROCK.
 TE0274'ABOUT 1.4 MILES NORTH ALONG COUNTY ROAD NO. 35 FROM THE CROSSING OF
 TE0274'THE GREAT NORTHERN RAILWAY AT OSNABROCK, THENCE 1.05 MILES WEST ALONG
 TE0274'A GRAVELED ROAD, ABOUT 0.05 MILE WEST OF A ROAD INTERSECTION, IN
 TE0274'SECTION 7, R 58 W, T 160 N, 306 FEET WEST OF THE CENTER LINE OF
 TE0274'NORTH-SOUTH ROAD, 31 FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD,
 TE0274'2.1 FEET WEST OF A METAL WITNESS POST, 2.2 FEET EAST OF ANOTHER
 TE0274'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, SET IN THE
 TE0274'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 TE0274'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0437 ***********************************************************************
 RP0437  DESIGNATION -  B 46
 RP0437  PID         -  RP0437
 RP0437  STATE/COUNTY-  ND/RANSOM
 RP0437  USGS QUAD   -  SHELDON (1960)
 RP0437
 RP0437                         *CURRENT SURVEY CONTROL
 RP0437  ___________________________________________________________________
 RP0437* NAD 83(1986)-  46 35 56.     (N)    097 26 54.     (W)     SCALED    
 RP0437* NAVD 88     -       326.133  (meters)    1069.99   (feet)  ADJUSTED  
 RP0437  ___________________________________________________________________
 RP0437  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 RP0437  DYNAMIC HT  -         326.147 (meters)    1070.03  (feet)  COMP
 RP0437  MODELED GRAV-     980,650.0   (mgal)                       NAVD 88
 RP0437
 RP0437  VERT ORDER  -  SECOND    CLASS 0
 RP0437
 RP0437.The horizontal coordinates were scaled from a topographic map and have
 RP0437.an estimated accuracy of +/- 6 seconds.
 RP0437
 RP0437.The orthometric height was determined by differential leveling
 RP0437.and adjusted by the National Geodetic Survey in June 1991..
 RP0437
 RP0437.The geoid height was determined by GEOID03.
 RP0437
 RP0437.The dynamic height is computed by dividing the NAVD 88
 RP0437.geopotential number by the normal gravity value computed on the
 RP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0437.degrees latitude (g = 980.6199 gals.).
 RP0437
 RP0437.The modeled gravity was interpolated from observed gravity values.
 RP0437
 RP0437;                    North         East    Units  Estimated Accuracy
 RP0437;SPC ND S     -   108,160.      833,760.      MT  (+/- 180 meters Scaled)
 RP0437
 RP0437                          SUPERSEDED SURVEY CONTROL
 RP0437
 RP0437  NGVD 29 (??/??/92)  325.822  (m)         1068.97   (f) ADJ UNCH    2 0
 RP0437
 RP0437.Superseded values are not recommended for survey control.
 RP0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0437.See file dsdata.txt to determine how the superseded data were derived.
 RP0437
 RP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS188617(NAD 83)
 RP0437_MARKER: DB = BENCH MARK DISK
 RP0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0437_STAMPING: B-46 1934
 RP0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0437+STABILITY: SURFACE MOTION
 RP0437
 RP0437  HISTORY     - Date     Condition        Report By
 RP0437  HISTORY     - 1934     MONUMENTED       CGS
 RP0437
 RP0437                          STATION DESCRIPTION
 RP0437
 RP0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0437'2.4 MI NE FROM SHELDON.
 RP0437'2.4 MILES NORTHEAST OF SHELDON DEPOT.  ALONG NORTHERN PACIFIC RAILROAD
 RP0437'AT PUBLIC CROSSING AND 7 POLES SOUTHWEST OF MILEPOST NO.38. SET IN
 RP0437'POST 1 FOOT BELOW RAIL LEVEL, 3 FEET SOUTHWEST OF POLE, 11 FEET
 RP0437'SOUTHEAST OF FENCE 39 FEET NORTHWEST OF CENTER LINE OF TRACK AND 50
 RP0437'FEET WEST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1526 ***********************************************************************
 TG1526  DESIGNATION -  B 462
 TG1526  PID         -  TG1526
 TG1526  STATE/COUNTY-  ND/WILLIAMS
 TG1526  USGS QUAD   -  TRENTON NW (1974)
 TG1526
 TG1526                         *CURRENT SURVEY CONTROL
 TG1526  ___________________________________________________________________
 TG1526* NAD 83(1986)-  48 08 24.     (N)    103 58 09.     (W)     SCALED    
 TG1526* NAVD 88     -       690.544  (meters)    2265.56   (feet)  ADJUSTED  
 TG1526  ___________________________________________________________________
 TG1526  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1526  DYNAMIC HT  -         690.614 (meters)    2265.79  (feet)  COMP
 TG1526  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 TG1526
 TG1526  VERT ORDER  -  FIRST     CLASS II
 TG1526
 TG1526.The horizontal coordinates were scaled from a topographic map and have
 TG1526.an estimated accuracy of +/- 6 seconds.
 TG1526
 TG1526.The orthometric height was determined by differential leveling
 TG1526.and adjusted by the National Geodetic Survey in June 1991..
 TG1526
 TG1526.The geoid height was determined by GEOID03.
 TG1526
 TG1526.The dynamic height is computed by dividing the NAVD 88
 TG1526.geopotential number by the normal gravity value computed on the
 TG1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1526.degrees latitude (g = 980.6199 gals.).
 TG1526
 TG1526.The modeled gravity was interpolated from observed gravity values.
 TG1526
 TG1526;                    North         East    Units  Estimated Accuracy
 TG1526;SPC ND N     -   132,560.      341,920.      MT  (+/- 180 meters Scaled)
 TG1526
 TG1526                          SUPERSEDED SURVEY CONTROL
 TG1526
 TG1526.No superseded survey control is available for this station.
 TG1526
 TG1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP766323(NAD 83)
 TG1526_MARKER: I = METAL ROD
 TG1526_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1526_SP_SET: STAINLESS STEEL ROD
 TG1526_STAMPING: B 462 1981
 TG1526_MARK LOGO: NGS   
 TG1526_PROJECTION: FLUSH
 TG1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1526_ROD/PIPE-DEPTH: 7.3  meters
 TG1526
 TG1526  HISTORY     - Date     Condition        Report By
 TG1526  HISTORY     - 1981     MONUMENTED       NGS
 TG1526
 TG1526                          STATION DESCRIPTION
 TG1526
 TG1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1526'18.1 KM (11.25 MI) WEST FROM WILLISTON.
 TG1526'18.1 KM (11.25 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TG1526'WITH U.S. HIGHWAY 85 IN WILLISTON, 29.6 METERS (97.0 FT) SOUTH OF THE
 TG1526'CENTERLINE OF THE HIGHWAY AND 0.9 METER (3.0 FT) EAST OF A UTILITY
 TG1526'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1526'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TG1526'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0657 ***********************************************************************
 SO0657  DESIGNATION -  B 463
 SO0657  PID         -  SO0657
 SO0657  STATE/COUNTY-  ND/MCKENZIE
 SO0657  USGS QUAD   -  CARTWRIGHT NE (1969)
 SO0657
 SO0657                         *CURRENT SURVEY CONTROL
 SO0657  ___________________________________________________________________
 SO0657* NAD 83(1986)-  47 52 37.     (N)    103 45 19.     (W)     SCALED    
 SO0657* NAVD 88     -       631.579  (meters)    2072.11   (feet)  ADJUSTED  
 SO0657  ___________________________________________________________________
 SO0657  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0657  DYNAMIC HT  -         631.640 (meters)    2072.31  (feet)  COMP
 SO0657  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 SO0657
 SO0657  VERT ORDER  -  FIRST     CLASS II
 SO0657
 SO0657.The horizontal coordinates were scaled from a topographic map and have
 SO0657.an estimated accuracy of +/- 6 seconds.
 SO0657
 SO0657.The orthometric height was determined by differential leveling
 SO0657.and adjusted by the National Geodetic Survey in June 1991..
 SO0657
 SO0657.The geoid height was determined by GEOID03.
 SO0657
 SO0657.The dynamic height is computed by dividing the NAVD 88
 SO0657.geopotential number by the normal gravity value computed on the
 SO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0657.degrees latitude (g = 980.6199 gals.).
 SO0657
 SO0657.The modeled gravity was interpolated from observed gravity values.
 SO0657
 SO0657;                    North         East    Units  Estimated Accuracy
 SO0657;SPC ND N     -   102,650.      356,580.      MT  (+/- 180 meters Scaled)
 SO0657
 SO0657                          SUPERSEDED SURVEY CONTROL
 SO0657
 SO0657.No superseded survey control is available for this station.
 SO0657
 SO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP930033(NAD 83)
 SO0657_MARKER: I = METAL ROD
 SO0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0657_SP_SET: STAINLESS STEEL ROD
 SO0657_STAMPING: B 463 1981
 SO0657_MARK LOGO: NGS   
 SO0657_PROJECTION: FLUSH
 SO0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0657_ROD/PIPE-DEPTH: 6.1  meters
 SO0657
 SO0657  HISTORY     - Date     Condition        Report By
 SO0657  HISTORY     - 1981     MONUMENTED       NGS
 SO0657
 SO0657                          STATION DESCRIPTION
 SO0657
 SO0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0657'23.7 KM (14.75 MI) EAST FROM FAIRVIEW.
 SO0657'23.7 KM (14.75 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0657'OFFICE IN FAIRVIEW, 22.9 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF
 SO0657'THE HIGHWAY, 2.3 METERS (7.5 FT) EAST OF A HIGHWAY RIGHT-OF-WAY POST,
 SO0657'AND 2.0 METERS (6.5 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 SO0657'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SO0657'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SO0657'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1834 ***********************************************************************
 TF1834  DESIGNATION -  B 464
 TF1834  PID         -  TF1834
 TF1834  STATE/COUNTY-  ND/WARD
 TF1834  USGS QUAD   -  BURLINGTON (1979)
 TF1834
 TF1834                         *CURRENT SURVEY CONTROL
 TF1834  ___________________________________________________________________
 TF1834* NAD 83(1986)-  48 15 16.     (N)    101 28 09.     (W)     SCALED    
 TF1834* NAVD 88     -       563.455  (meters)    1848.60   (feet)  ADJUSTED  
 TF1834  ___________________________________________________________________
 TF1834  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 TF1834  DYNAMIC HT  -         563.552 (meters)    1848.92  (feet)  COMP
 TF1834  MODELED GRAV-     980,764.6   (mgal)                       NAVD 88
 TF1834
 TF1834  VERT ORDER  -  FIRST     CLASS II
 TF1834
 TF1834.The horizontal coordinates were scaled from a topographic map and have
 TF1834.an estimated accuracy of +/- 6 seconds.
 TF1834
 TF1834.The orthometric height was determined by differential leveling
 TF1834.and adjusted by the National Geodetic Survey in June 1991..
 TF1834
 TF1834.The geoid height was determined by GEOID03.
 TF1834
 TF1834.The dynamic height is computed by dividing the NAVD 88
 TF1834.geopotential number by the normal gravity value computed on the
 TF1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1834.degrees latitude (g = 980.6199 gals.).
 TF1834
 TF1834.The modeled gravity was interpolated from observed gravity values.
 TF1834
 TF1834;                    North         East    Units  Estimated Accuracy
 TF1834;SPC ND N     -   139,920.      528,040.      MT  (+/- 180 meters Scaled)
 TF1834
 TF1834                          SUPERSEDED SURVEY CONTROL
 TF1834
 TF1834.No superseded survey control is available for this station.
 TF1834
 TF1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU167475(NAD 83)
 TF1834_MARKER: I = METAL ROD
 TF1834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1834_SP_SET: STAINLESS STEEL ROD
 TF1834_STAMPING: B 464 1981
 TF1834_MARK LOGO: NGS   
 TF1834_PROJECTION: FLUSH
 TF1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1834_ROD/PIPE-DEPTH: 8.5  meters
 TF1834
 TF1834  HISTORY     - Date     Condition        Report By
 TF1834  HISTORY     - 1981     MONUMENTED       NGS
 TF1834
 TF1834                          STATION DESCRIPTION
 TF1834
 TF1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1834'5.6 KM (3.5 MI) EAST FROM DES LACS.
 TF1834'7.2 KM (4.45 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1834'THE RAILROAD STATION IN DES LACS, 18.3 METERS (60.0 FT) SOUTH OF THE
 TF1834'CENTER OF THE ROAD, 12.2 METERS (40.0 FT) EAST OF THE CENTER OF A
 TF1834'FIELD ENTRANCE AND 1.2 METERS (3.9 FT) WEST OF A UTILITY POLE.
 TF1834'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TF1834'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1834'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1637 ***********************************************************************
 TG1637  DESIGNATION -  B 465
 TG1637  PID         -  TG1637
 TG1637  STATE/COUNTY-  ND/MOUNTRAIL
 TG1637  USGS QUAD   -  STANLEY (1981)
 TG1637
 TG1637                         *CURRENT SURVEY CONTROL
 TG1637  ___________________________________________________________________
 TG1637* NAD 83(1986)-  48 18 39.     (N)    102 23 47.     (W)     SCALED    
 TG1637* NAVD 88     -       681.851  (meters)    2237.04   (feet)  ADJUSTED  
 TG1637  ___________________________________________________________________
 TG1637  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TG1637  DYNAMIC HT  -         681.958 (meters)    2237.39  (feet)  COMP
 TG1637  MODELED GRAV-     980,744.0   (mgal)                       NAVD 88
 TG1637
 TG1637  VERT ORDER  -  FIRST     CLASS II
 TG1637
 TG1637.The horizontal coordinates were scaled from a topographic map and have
 TG1637.an estimated accuracy of +/- 6 seconds.
 TG1637
 TG1637.The orthometric height was determined by differential leveling
 TG1637.and adjusted by the National Geodetic Survey in June 1991..
 TG1637
 TG1637.The geoid height was determined by GEOID03.
 TG1637
 TG1637.The dynamic height is computed by dividing the NAVD 88
 TG1637.geopotential number by the normal gravity value computed on the
 TG1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1637.degrees latitude (g = 980.6199 gals.).
 TG1637
 TG1637.The modeled gravity was interpolated from observed gravity values.
 TG1637
 TG1637;                    North         East    Units  Estimated Accuracy
 TG1637;SPC ND N     -   147,470.      459,360.      MT  (+/- 180 meters Scaled)
 TG1637
 TG1637                          SUPERSEDED SURVEY CONTROL
 TG1637
 TG1637.No superseded survey control is available for this station.
 TG1637
 TG1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP930541(NAD 83)
 TG1637_MARKER: I = METAL ROD
 TG1637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1637_SP_SET: STAINLESS STEEL ROD
 TG1637_STAMPING: B 465 1982
 TG1637_MARK LOGO: NGS   
 TG1637_PROJECTION: FLUSH
 TG1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1637_ROD/PIPE-DEPTH: 9.8  meters
 TG1637
 TG1637  HISTORY     - Date     Condition        Report By
 TG1637  HISTORY     - 1982     MONUMENTED       NGS
 TG1637
 TG1637                          STATION DESCRIPTION
 TG1637
 TG1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1637'1.4 KM (0.85 MI) SW FROM STANLEY.
 TG1637'0.7 KM (0.45 MI) SOUTHERLY ALONG STATE HIGHWAY 8 (MAIN STREET) FROM
 TG1637'THE BURLINGTON NORTHERN RAILROAD STATION IN STANLEY, THENCE 0.5 KM
 TG1637'(0.3 MI) WESTERLY ALONG SIXTH AVENUE, THENCE 0.2 KM (0.1 MI) SOUTHERLY
 TG1637'ALONG FOURTH STREET SW, 11.8 METERS (38.7 FT) EAST OF THE CENTERLINE
 TG1637'OF THE STREET, 5.5 METERS (18.0 FT) SOUTH OF THE CENTER OF THE
 TG1637'ENTRANCE TO THE FAIRVIEW CEMETERY AND 1.2 METERS (3.9 FT) SOUTH OF A
 TG1637'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TG1637'CAP.
 TG1637'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1599 ***********************************************************************
 TG1599  DESIGNATION -  B 466
 TG1599  PID         -  TG1599
 TG1599  STATE/COUNTY-  ND/WILLIAMS
 TG1599  USGS QUAD   -  RAY SE (1978)
 TG1599
 TG1599                         *CURRENT SURVEY CONTROL
 TG1599  ___________________________________________________________________
 TG1599* NAD 83(1986)-  48 20 31.     (N)    103 05 18.     (W)     SCALED    
 TG1599* NAVD 88     -       672.183  (meters)    2205.32   (feet)  ADJUSTED  
 TG1599  ___________________________________________________________________
 TG1599  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG1599  DYNAMIC HT  -         672.277 (meters)    2205.63  (feet)  COMP
 TG1599  MODELED GRAV-     980,728.9   (mgal)                       NAVD 88
 TG1599
 TG1599  VERT ORDER  -  FIRST     CLASS II
 TG1599
 TG1599.The horizontal coordinates were scaled from a topographic map and have
 TG1599.an estimated accuracy of +/- 6 seconds.
 TG1599
 TG1599.The orthometric height was determined by differential leveling
 TG1599.and adjusted by the National Geodetic Survey in June 1991..
 TG1599
 TG1599.The geoid height was determined by GEOID03.
 TG1599
 TG1599.The dynamic height is computed by dividing the NAVD 88
 TG1599.geopotential number by the normal gravity value computed on the
 TG1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1599.degrees latitude (g = 980.6199 gals.).
 TG1599
 TG1599.The modeled gravity was interpolated from observed gravity values.
 TG1599
 TG1599;                    North         East    Units  Estimated Accuracy
 TG1599;SPC ND N     -   152,430.      408,170.      MT  (+/- 180 meters Scaled)
 TG1599
 TG1599                          SUPERSEDED SURVEY CONTROL
 TG1599
 TG1599.No superseded survey control is available for this station.
 TG1599
 TG1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP416560(NAD 83)
 TG1599_MARKER: I = METAL ROD
 TG1599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1599_SP_SET: STAINLESS STEEL ROD
 TG1599_STAMPING: B 466 1982
 TG1599_MARK LOGO: NGS   
 TG1599_PROJECTION: FLUSH
 TG1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1599_ROD/PIPE-DEPTH: 7.3  meters
 TG1599
 TG1599  HISTORY     - Date     Condition        Report By
 TG1599  HISTORY     - 1982     MONUMENTED       NGS
 TG1599
 TG1599                          STATION DESCRIPTION
 TG1599
 TG1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1599'5.8 KM (3.6 MI) EAST FROM RAY.
 TG1599'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1599'RAY, THENCE 5.7 KM (3.55 MI) EASTERLY ALONG U. S. HIGHWAY 2, 61.0
 TG1599'METERS (200.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 47.2 METERS
 TG1599'(154.9 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 6.7 METERS
 TG1599'(22.0 FT) EAST-SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND
 TG1599'1.4 METERS (4.6 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 TG1599'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1599'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1599'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1640 ***********************************************************************
 TG1640  DESIGNATION -  B 467
 TG1640  PID         -  TG1640
 TG1640  STATE/COUNTY-  ND/MOUNTRAIL
 TG1640  USGS QUAD   -  STANLEY (1981)
 TG1640
 TG1640                         *CURRENT SURVEY CONTROL
 TG1640  ___________________________________________________________________
 TG1640* NAD 83(1986)-  48 20 24.     (N)    102 22 32.     (W)     SCALED    
 TG1640* NAVD 88     -       686.434  (meters)    2252.08   (feet)  ADJUSTED  
 TG1640  ___________________________________________________________________
 TG1640  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG1640  DYNAMIC HT  -         686.544 (meters)    2252.44  (feet)  COMP
 TG1640  MODELED GRAV-     980,747.2   (mgal)                       NAVD 88
 TG1640
 TG1640  VERT ORDER  -  FIRST     CLASS II
 TG1640
 TG1640.The horizontal coordinates were scaled from a topographic map and have
 TG1640.an estimated accuracy of +/- 6 seconds.
 TG1640
 TG1640.The orthometric height was determined by differential leveling
 TG1640.and adjusted by the National Geodetic Survey in June 1991..
 TG1640
 TG1640.The geoid height was determined by GEOID03.
 TG1640
 TG1640.The dynamic height is computed by dividing the NAVD 88
 TG1640.geopotential number by the normal gravity value computed on the
 TG1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1640.degrees latitude (g = 980.6199 gals.).
 TG1640
 TG1640.The modeled gravity was interpolated from observed gravity values.
 TG1640
 TG1640;                    North         East    Units  Estimated Accuracy
 TG1640;SPC ND N     -   150,680.      460,980.      MT  (+/- 180 meters Scaled)
 TG1640
 TG1640                          SUPERSEDED SURVEY CONTROL
 TG1640
 TG1640.No superseded survey control is available for this station.
 TG1640
 TG1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP944574(NAD 83)
 TG1640_MARKER: I = METAL ROD
 TG1640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1640_SP_SET: STAINLESS STEEL ROD
 TG1640_STAMPING: B 467 1981
 TG1640_MARK LOGO: NGS   
 TG1640_PROJECTION: FLUSH
 TG1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1640_ROD/PIPE-DEPTH: 6.1  meters
 TG1640
 TG1640  HISTORY     - Date     Condition        Report By
 TG1640  HISTORY     - 1981     MONUMENTED       NGS
 TG1640
 TG1640                          STATION DESCRIPTION
 TG1640
 TG1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1640'2.8 KM (1.75 MI) NE FROM STANLEY.
 TG1640'2.8 KM (1.75 MI) NORTH AND EASTERLY ALONG COUNTY ROAD 15 (OLD U. S.
 TG1640'HIGHWAY 2) FROM THE BURLINGTON NORTHERN RAILROAD STATION IN STANLEY,
 TG1640'25.6 METERS (84.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 16.5
 TG1640'METERS (54.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH,
 TG1640'2.1 METERS (6.9 FT) SOUTHWEST OF A FENCE CORNER AND 0.3 METER (1.0 FT)
 TG1640'NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1640'5-INCH LOGO CAP.
 TG1640'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 TG1640'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1435 ***********************************************************************
 SN1435  DESIGNATION -  B 468
 SN1435  PID         -  SN1435
 SN1435  STATE/COUNTY-  ND/MCLEAN
 SN1435  USGS QUAD   -  GARRISON NE (1981)
 SN1435
 SN1435                         *CURRENT SURVEY CONTROL
 SN1435  ___________________________________________________________________
 SN1435* NAD 83(1986)-  47 39 42.     (N)    101 17 27.     (W)     SCALED    
 SN1435* NAVD 88     -       595.600  (meters)    1954.06   (feet)  ADJUSTED  
 SN1435  ___________________________________________________________________
 SN1435  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SN1435  DYNAMIC HT  -         595.653 (meters)    1954.24  (feet)  COMP
 SN1435  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN1435
 SN1435  VERT ORDER  -  FIRST     CLASS II
 SN1435
 SN1435.The horizontal coordinates were scaled from a topographic map and have
 SN1435.an estimated accuracy of +/- 6 seconds.
 SN1435
 SN1435.The orthometric height was determined by differential leveling
 SN1435.and adjusted by the National Geodetic Survey in June 1991..
 SN1435
 SN1435.The geoid height was determined by GEOID03.
 SN1435
 SN1435.The dynamic height is computed by dividing the NAVD 88
 SN1435.geopotential number by the normal gravity value computed on the
 SN1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1435.degrees latitude (g = 980.6199 gals.).
 SN1435
 SN1435.The modeled gravity was interpolated from observed gravity values.
 SN1435
 SN1435;                    North         East    Units  Estimated Accuracy
 SN1435;SPC ND N     -    73,870.      540,600.      MT  (+/- 180 meters Scaled)
 SN1435
 SN1435                          SUPERSEDED SURVEY CONTROL
 SN1435
 SN1435.No superseded survey control is available for this station.
 SN1435
 SN1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280812(NAD 83)
 SN1435_MARKER: I = METAL ROD
 SN1435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1435_SP_SET: STAINLESS STEEL ROD
 SN1435_STAMPING: B 468 1982
 SN1435_MARK LOGO: NGS   
 SN1435_PROJECTION: FLUSH
 SN1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1435_ROD/PIPE-DEPTH: 7.3  meters
 SN1435
 SN1435  HISTORY     - Date     Condition        Report By
 SN1435  HISTORY     - 1982     MONUMENTED       NGS
 SN1435
 SN1435                          STATION DESCRIPTION
 SN1435
 SN1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1435'27.2 KM (16.9 MI) NW FROM UNDERWOOD.
 SN1435'27.2 KM (16.9 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1435'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 31.7 METERS (104.0 FT)
 SN1435'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 SN1435'13.0 METERS (42.7 FT) NORTH OF THE CENTER OF A GRAVELED ROAD AND 0.9
 SN1435'METER (3.0 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH ONE GUY WIRE.
 SN1435'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1435'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1435'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1155 ***********************************************************************
 SL1155  DESIGNATION -  B 469
 SL1155  PID         -  SL1155
 SL1155  STATE/COUNTY-  ND/GRAND FORKS
 SL1155  USGS QUAD   -  EMERADO (1979)
 SL1155
 SL1155                         *CURRENT SURVEY CONTROL
 SL1155  ___________________________________________________________________
 SL1155* NAD 83(1986)-  47 55 06.     (N)    097 22 26.     (W)     SCALED    
 SL1155* NAVD 88     -       276.007  (meters)     905.53   (feet)  ADJUSTED  
 SL1155  ___________________________________________________________________
 SL1155  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL1155  DYNAMIC HT  -         276.054 (meters)     905.69  (feet)  COMP
 SL1155  MODELED GRAV-     980,774.7   (mgal)                       NAVD 88
 SL1155
 SL1155  VERT ORDER  -  FIRST     CLASS II
 SL1155
 SL1155.The horizontal coordinates were scaled from a topographic map and have
 SL1155.an estimated accuracy of +/- 6 seconds.
 SL1155
 SL1155.The orthometric height was determined by differential leveling
 SL1155.and adjusted by the National Geodetic Survey in June 1991..
 SL1155
 SL1155.The geoid height was determined by GEOID03.
 SL1155
 SL1155.The dynamic height is computed by dividing the NAVD 88
 SL1155.geopotential number by the normal gravity value computed on the
 SL1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1155.degrees latitude (g = 980.6199 gals.).
 SL1155
 SL1155.The modeled gravity was interpolated from observed gravity values.
 SL1155
 SL1155;                    North         East    Units  Estimated Accuracy
 SL1155;SPC ND N     -   106,840.      833,580.      MT  (+/- 180 meters Scaled)
 SL1155
 SL1155                          SUPERSEDED SURVEY CONTROL
 SL1155
 SL1155.No superseded survey control is available for this station.
 SL1155
 SL1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU214085(NAD 83)
 SL1155_MARKER: I = METAL ROD
 SL1155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1155_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1155_STAMPING: B 469 1981
 SL1155_MARK LOGO: NGS   
 SL1155_PROJECTION: RECESSED 3 CENTIMETERS
 SL1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1155+STABILITY: POSITION/ELEVATION WELL
 SL1155_ROD/PIPE-DEPTH: 17.0 meters
 SL1155_SLEEVE-DEPTH  : 10.7 meters
 SL1155
 SL1155  HISTORY     - Date     Condition        Report By
 SL1155  HISTORY     - 1981     MONUMENTED       NGS
 SL1155
 SL1155                          STATION DESCRIPTION
 SL1155
 SL1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1155'IN EMERADO.
 SL1155'SET UNDER THE SOUTH SIDE OF THE CITY WATER TOWER IN EMERADO AND
 SL1155'LOCATED IN THE NORTHWEST PART OF TOWN, 30.4 METERS (100.0 FT) SOUTH OF
 SL1155'THE CENTER OF COUNTY ROAD 4, 6.2 METERS (20.5 FT) NORTHWEST OF THE
 SL1155'CENTER OF THE SOUTHEAST LEG OF WATER TOWER, 6.2 METERS (20.5 FT)
 SL1155'NORTHEAST OF THE CENTER OF THE SOUTHEAST LEG OF THE TOWER, 3.0 METERS
 SL1155'(10.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A SMALL BUILDING UNDER
 SL1155'THE TOWER, 4.8 METERS (16.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 SL1155'THE BUILDING, 3.0 METERS (10.0 FT) SOUTH OF THE SOUTH FACE OF THE
 SL1155'BUILDING.
 SL1155'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0309 ***********************************************************************
 RP0309  DESIGNATION -  B 47
 RP0309  PID         -  RP0309
 RP0309  STATE/COUNTY-  ND/CASS
 RP0309  USGS QUAD   -  FARGO SOUTH (1993)
 RP0309
 RP0309                         *CURRENT SURVEY CONTROL
 RP0309  ___________________________________________________________________
 RP0309* NAD 83(1986)-  46 52 29.     (N)    096 47 37.     (W)     SCALED    
 RP0309* NAVD 88     -       275.897  (meters)     905.17   (feet)  ADJUSTED  
 RP0309  ___________________________________________________________________
 RP0309  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RP0309  DYNAMIC HT  -         275.921 (meters)     905.25  (feet)  COMP
 RP0309  MODELED GRAV-     980,695.1   (mgal)                       NAVD 88
 RP0309
 RP0309  VERT ORDER  -  SECOND    CLASS 0
 RP0309
 RP0309.The horizontal coordinates were scaled from a topographic map and have
 RP0309.an estimated accuracy of +/- 6 seconds.
 RP0309
 RP0309.The orthometric height was determined by differential leveling
 RP0309.and adjusted by the National Geodetic Survey in June 1991..
 RP0309
 RP0309.The geoid height was determined by GEOID03.
 RP0309
 RP0309.The dynamic height is computed by dividing the NAVD 88
 RP0309.geopotential number by the normal gravity value computed on the
 RP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0309.degrees latitude (g = 980.6199 gals.).
 RP0309
 RP0309.The modeled gravity was interpolated from observed gravity values.
 RP0309
 RP0309;                    North         East    Units  Estimated Accuracy
 RP0309;SPC ND S     -   140,950.      882,430.      MT  (+/- 180 meters Scaled)
 RP0309
 RP0309                          SUPERSEDED SURVEY CONTROL
 RP0309
 RP0309  NGVD 29 (??/??/92)  275.612  (m)          904.24   (f) ADJ UNCH    2 0
 RP0309
 RP0309.Superseded values are not recommended for survey control.
 RP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0309.See file dsdata.txt to determine how the superseded data were derived.
 RP0309
 RP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS681936(NAD 83)
 RP0309_MARKER: DB = BENCH MARK DISK
 RP0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0309_STAMPING: B-47 1934
 RP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0309+STABILITY: SURFACE MOTION
 RP0309
 RP0309  HISTORY     - Date     Condition        Report By
 RP0309  HISTORY     - 1934     MONUMENTED       CGS
 RP0309
 RP0309                          STATION DESCRIPTION
 RP0309
 RP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0309'IN FARGO.
 RP0309'ALONG THE NORTHERN PACIFIC RAILROAD AT THE NORTHERN PACIFIC
 RP0309'ADMINISTRATION BUILDING ONE BLOCK WEST OF THE DEPOT.  SET IN CONCRETE
 RP0309'WALL OF ASH ELEVATOR, 6 INCHES BELOW RAIL LEVEL AT NORTHWEST CORNER OF
 RP0309'BUILDING 4 INCHES NORTH OF NORTH WALL AND 6 INCHES EAST OF WEST END OF
 RP0309'BUILDING, 54 FEET SOUTH OF CENTER LINE OF THE SOUTH MAIN LINE TRACK.
 RP0309'STANDARD DISK SET IN CONCRETE POST AND STAMPED B 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1619 ***********************************************************************
 TE1619  DESIGNATION -  B 471
 TE1619  PID         -  TE1619
 TE1619  STATE/COUNTY-  ND/PIERCE
 TE1619  USGS QUAD   -  RUGBY (1980)
 TE1619
 TE1619                         *CURRENT SURVEY CONTROL
 TE1619  ___________________________________________________________________
 TE1619* NAD 83(1986)-  48 21 17.     (N)    099 57 09.     (W)     SCALED    
 TE1619* NAVD 88     -       473.205  (meters)    1552.51   (feet)  ADJUSTED  
 TE1619  ___________________________________________________________________
 TE1619  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1619  DYNAMIC HT  -         473.298 (meters)    1552.81  (feet)  COMP
 TE1619  MODELED GRAV-     980,791.2   (mgal)                       NAVD 88
 TE1619
 TE1619  VERT ORDER  -  FIRST     CLASS II
 TE1619
 TE1619.The horizontal coordinates were scaled from a topographic map and have
 TE1619.an estimated accuracy of +/- 6 seconds.
 TE1619
 TE1619.The orthometric height was determined by differential leveling
 TE1619.and adjusted by the National Geodetic Survey in June 1991..
 TE1619
 TE1619.The geoid height was determined by GEOID03.
 TE1619
 TE1619.The dynamic height is computed by dividing the NAVD 88
 TE1619.geopotential number by the normal gravity value computed on the
 TE1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1619.degrees latitude (g = 980.6199 gals.).
 TE1619
 TE1619.The modeled gravity was interpolated from observed gravity values.
 TE1619
 TE1619;                    North         East    Units  Estimated Accuracy
 TE1619;SPC ND N     -   150,770.      640,570.      MT  (+/- 180 meters Scaled)
 TE1619
 TE1619                          SUPERSEDED SURVEY CONTROL
 TE1619
 TE1619.No superseded survey control is available for this station.
 TE1619
 TE1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU294561(NAD 83)
 TE1619_MARKER: I = METAL ROD
 TE1619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1619_SP_SET: STAINLESS STEEL ROD
 TE1619_STAMPING: B 471 1982
 TE1619_MARK LOGO: NGS   
 TE1619_PROJECTION: FLUSH
 TE1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TE1619+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 TE1619_ROD/PIPE-DEPTH: 7.3  meters
 TE1619
 TE1619  HISTORY     - Date     Condition        Report By
 TE1619  HISTORY     - 1982     MONUMENTED       NGS
 TE1619  HISTORY     - 20000913 GOOD             NDHD
 TE1619
 TE1619                          STATION DESCRIPTION
 TE1619
 TE1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1619'3.5 KM (2.2 MI) EAST FROM RUGBY.
 TE1619'3.5 KM (2.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1619'ROUTE 3 IN RUGBY, 0.3 KM (0.2 MI) EAST OF A GRAVEL ROAD INTERSECTION
 TE1619'AT A BAR DITCH CROSSOVER, AND ACROSS THE HIGHWAY FROM TWO METAL GRAIN
 TE1619'BINS, 0.76 METERS (2.5 FT) WEST OF A POWERLINE POLE, 7.6 METERS (25.0
 TE1619'FT) EAST OF THE APPROXIMATE CENTER OF A BAR DITCH ROAD, 18.3 METERS
 TE1619'(60.0 FT) NORTH OF THE EAST END OF A 62 CM (24 INCH) METAL PIPE, AND
 TE1619'31.7 METERS (104.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 TE1619'OF THE HIGHWAY, (SLOPE MEASUREMENT).
 TE1619'THE MARK IS 0.71 METERS  E FROM A WITNESS POST.
 TE1619'THE MARK IS 0.7 M BELOW HIGHWAY.
 TE1619
 TE1619                          STATION RECOVERY (2000)
 TE1619
 TE1619'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1619'STAMPED - 'B 471  1982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1917 ***********************************************************************
 TF1917  DESIGNATION -  B 472
 TF1917  PID         -  TF1917
 TF1917  STATE/COUNTY-  ND/MCHENRY
 TF1917  USGS QUAD   -  SIMCOE (1949)
 TF1917
 TF1917                         *CURRENT SURVEY CONTROL
 TF1917  ___________________________________________________________________
 TF1917* NAD 83(1986)-  48 14 24.     (N)    100 51 08.     (W)     SCALED    
 TF1917* NAVD 88     -       464.558  (meters)    1524.14   (feet)  ADJUSTED  
 TF1917  ___________________________________________________________________
 TF1917  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF1917  DYNAMIC HT  -         464.637 (meters)    1524.40  (feet)  COMP
 TF1917  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TF1917
 TF1917  VERT ORDER  -  FIRST     CLASS II
 TF1917
 TF1917.The horizontal coordinates were scaled from a topographic map and have
 TF1917.an estimated accuracy of +/- 6 seconds.
 TF1917
 TF1917.The orthometric height was determined by differential leveling
 TF1917.and adjusted by the National Geodetic Survey in June 1991..
 TF1917
 TF1917.The geoid height was determined by GEOID03.
 TF1917
 TF1917.The dynamic height is computed by dividing the NAVD 88
 TF1917.geopotential number by the normal gravity value computed on the
 TF1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1917.degrees latitude (g = 980.6199 gals.).
 TF1917
 TF1917.The modeled gravity was interpolated from observed gravity values.
 TF1917
 TF1917;                    North         East    Units  Estimated Accuracy
 TF1917;SPC ND N     -   137,930.      573,840.      MT  (+/- 180 meters Scaled)
 TF1917
 TF1917                          SUPERSEDED SURVEY CONTROL
 TF1917
 TF1917.No superseded survey control is available for this station.
 TF1917
 TF1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU624446(NAD 83)
 TF1917_MARKER: I = METAL ROD
 TF1917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1917_SP_SET: STAINLESS STEEL ROD
 TF1917_STAMPING: B 472 1982
 TF1917_MARK LOGO: NGS   
 TF1917_PROJECTION: FLUSH
 TF1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1917_ROD/PIPE-DEPTH: 8.5  meters
 TF1917
 TF1917  HISTORY     - Date     Condition        Report By
 TF1917  HISTORY     - 1982     MONUMENTED       NGS
 TF1917
 TF1917                          STATION DESCRIPTION
 TF1917
 TF1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1917'4.0 KM (2.5 MI) SW FROM GRANVILLE.
 TF1917'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1917'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, SET AT THE
 TF1917'END OF A CURVE NEAR A POWER POLE WITH TWO GUY WIRES, 30.1 METERS
 TF1917'(99.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 41.1 METERS
 TF1917'(135.5 FT) WEST SOUTHWEST OF A BRACED CORNER FENCE POST, 1.1 METERS
 TF1917'(3.5 FT) SOUTH OF A POWER POLE WITH TWO GUY WIRES, 2.4 METERS (8.0 FT)
 TF1917'NORTH NORTHEAST OF THE WESTERLY GUY WIRE, 2.4 METERS (8.0 FT) NORTH
 TF1917'NORTHWEST OF A GUY WIRE, THE EASTERLY ONE, AND 0.3 METER (1.0 FT)
 TF1917'SOUTH OF A FENCE.
 TF1917'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1917'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0436 ***********************************************************************
 RQ0436  DESIGNATION -  B 473
 RQ0436  PID         -  RQ0436
 RQ0436  STATE/COUNTY-  ND/STUTSMAN
 RQ0436  USGS QUAD   -  JAMESTOWN (1990)
 RQ0436
 RQ0436                         *CURRENT SURVEY CONTROL
 RQ0436  ___________________________________________________________________
 RQ0436* NAD 83(1986)-  46 53 31.     (N)    098 43 56.     (W)     SCALED    
 RQ0436* NAVD 88     -       452.912  (meters)    1485.93   (feet)  ADJUSTED  
 RQ0436  ___________________________________________________________________
 RQ0436  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 RQ0436  DYNAMIC HT  -         452.931 (meters)    1485.99  (feet)  COMP
 RQ0436  MODELED GRAV-     980,642.4   (mgal)                       NAVD 88
 RQ0436
 RQ0436  VERT ORDER  -  FIRST     CLASS II
 RQ0436
 RQ0436.The horizontal coordinates were scaled from a topographic map and have
 RQ0436.an estimated accuracy of +/- 6 seconds.
 RQ0436
 RQ0436.The orthometric height was determined by differential leveling
 RQ0436.and adjusted by the National Geodetic Survey in June 1991..
 RQ0436
 RQ0436.The geoid height was determined by GEOID03.
 RQ0436
 RQ0436.The dynamic height is computed by dividing the NAVD 88
 RQ0436.geopotential number by the normal gravity value computed on the
 RQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0436.degrees latitude (g = 980.6199 gals.).
 RQ0436
 RQ0436.The modeled gravity was interpolated from observed gravity values.
 RQ0436
 RQ0436;                    North         East    Units  Estimated Accuracy
 RQ0436;SPC ND S     -   137,710.      734,700.      MT  (+/- 180 meters Scaled)
 RQ0436
 RQ0436                          SUPERSEDED SURVEY CONTROL
 RQ0436
 RQ0436.No superseded survey control is available for this station.
 RQ0436
 RQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS203931(NAD 83)
 RQ0436_MARKER: I = METAL ROD
 RQ0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0436_SP_SET: STAINLESS STEEL ROD
 RQ0436_STAMPING: B 473 1982
 RQ0436_MARK LOGO: NGS   
 RQ0436_PROJECTION: FLUSH
 RQ0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0436_ROD/PIPE-DEPTH: 4.2  meters
 RQ0436
 RQ0436  HISTORY     - Date     Condition        Report By
 RQ0436  HISTORY     - 1982     MONUMENTED       NGS
 RQ0436
 RQ0436                          STATION DESCRIPTION
 RQ0436
 RQ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0436'1.2 KM (0.75 MI) WEST FROM JAMESTOWN.
 RQ0436'1.2 KM (0.75 MI) WEST ALONG 17TH STREET SOUTHWEST (EAST BUSINESS
 RQ0436'I-94) FROM THE JUNCTION OF U.S. HIGHWAY 281 IN JAMESTOWN, 0.4 METER
 RQ0436'(1.5 FT) NORTH OF THE EAST STONE PILLAR OF THE CENTRAL ENTRANCE TO THE
 RQ0436'CALVARY CEMETARY, 3.0 METERS (10.0 FT) EAST OF THE CENTER OF THE
 RQ0436'CENTRAL ENTRANCE, 10.3 METERS (34.0 FT) NORTHWEST OF THE NORTHWEST
 RQ0436'CORNER OF THE HEADSTONE OF CORP. AMBROSE J. WALSH, AND 28.1 METERS
 RQ0436'(92.5 FT) SOUTH OF THE CENTERLINE OF THE STREET.  NOTE, ROD DRIVEN TO
 RQ0436'REFUSAL.
 RQ0436'THE MARK IS 0.3 M BELOW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1610 ***********************************************************************
 TE1610  DESIGNATION -  B 474
 TE1610  PID         -  TE1610
 TE1610  STATE/COUNTY-  ND/BENSON
 TE1610  USGS QUAD   -  KNOX (1980)
 TE1610
 TE1610                         *CURRENT SURVEY CONTROL
 TE1610  ___________________________________________________________________
 TE1610* NAD 83(1986)-  48 20 03.     (N)    099 39 08.     (W)     SCALED    
 TE1610* NAVD 88     -       486.557  (meters)    1596.31   (feet)  ADJUSTED  
 TE1610  ___________________________________________________________________
 TE1610  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TE1610  DYNAMIC HT  -         486.648 (meters)    1596.61  (feet)  COMP
 TE1610  MODELED GRAV-     980,782.9   (mgal)                       NAVD 88
 TE1610
 TE1610  VERT ORDER  -  FIRST     CLASS II
 TE1610
 TE1610.The horizontal coordinates were scaled from a topographic map and have
 TE1610.an estimated accuracy of +/- 6 seconds.
 TE1610
 TE1610.The orthometric height was determined by differential leveling
 TE1610.and adjusted by the National Geodetic Survey in June 1991..
 TE1610
 TE1610.The geoid height was determined by GEOID03.
 TE1610
 TE1610.The dynamic height is computed by dividing the NAVD 88
 TE1610.geopotential number by the normal gravity value computed on the
 TE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1610.degrees latitude (g = 980.6199 gals.).
 TE1610
 TE1610.The modeled gravity was interpolated from observed gravity values.
 TE1610
 TE1610;                    North         East    Units  Estimated Accuracy
 TE1610;SPC ND N     -   148,680.      662,850.      MT  (+/- 180 meters Scaled)
 TE1610
 TE1610                          SUPERSEDED SURVEY CONTROL
 TE1610
 TE1610.No superseded survey control is available for this station.
 TE1610
 TE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU516536(NAD 83)
 TE1610_MARKER: I = METAL ROD
 TE1610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1610_SP_SET: STAINLESS STEEL ROD
 TE1610_STAMPING: B 474 1982
 TE1610_MARK LOGO: NGS   
 TE1610_PROJECTION: FLUSH
 TE1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1610_ROD/PIPE-DEPTH: 10.9 meters
 TE1610
 TE1610  HISTORY     - Date     Condition        Report By
 TE1610  HISTORY     - 1982     MONUMENTED       NGS
 TE1610
 TE1610                          STATION DESCRIPTION
 TE1610
 TE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1610'18.0 KM (11.15 MI) WEST FROM LEEDS.
 TE1610'18.0 KM (11.15 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST
 TE1610'ENTRANCE TO THE LEEDS HIGH SCHOOL IN LEEDS, AT A GRAVEL ROAD
 TE1610'LEADING NORTH, IN A FIELD NEAR A RIGHT-OF-WAY MARKER, 0.3 METER
 TE1610'(1.0 FT) WEST OF A CONCRETE RIGHT-OF-WAY MARKER, 21.0 METERS
 TE1610'(69.0 FT) NORTHEAST OF THE EAST END OF A GALVANIZED PIPE CULVERT,
 TE1610'27.7 METERS (91.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD, AND 27.7
 TE1610'METERS (91.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF
 TE1610'THE HIGHWAY.
 TE1610'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TE1610'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1864 ***********************************************************************
 TF1864  DESIGNATION -  B 475
 TF1864  PID         -  TF1864
 TF1864  STATE/COUNTY-  ND/ROLETTE
 TF1864  USGS QUAD   -  FONDA (1955)
 TF1864
 TF1864                         *CURRENT SURVEY CONTROL
 TF1864  ___________________________________________________________________
 TF1864* NAD 83(1986)-  48 39 26.     (N)    100 02 15.     (W)     SCALED    
 TF1864* NAVD 88     -       475.679  (meters)    1560.62   (feet)  ADJUSTED  
 TF1864  ___________________________________________________________________
 TF1864  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF1864  DYNAMIC HT  -         475.795 (meters)    1561.00  (feet)  COMP
 TF1864  MODELED GRAV-     980,837.5   (mgal)                       NAVD 88
 TF1864
 TF1864  VERT ORDER  -  FIRST     CLASS II
 TF1864
 TF1864.The horizontal coordinates were scaled from a topographic map and have
 TF1864.an estimated accuracy of +/- 6 seconds.
 TF1864
 TF1864.The orthometric height was determined by differential leveling
 TF1864.and adjusted by the National Geodetic Survey in June 1991..
 TF1864
 TF1864.The geoid height was determined by GEOID03.
 TF1864
 TF1864.The dynamic height is computed by dividing the NAVD 88
 TF1864.geopotential number by the normal gravity value computed on the
 TF1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1864.degrees latitude (g = 980.6199 gals.).
 TF1864
 TF1864.The modeled gravity was interpolated from observed gravity values.
 TF1864
 TF1864;                    North         East    Units  Estimated Accuracy
 TF1864;SPC ND N     -   184,360.      634,070.      MT  (+/- 180 meters Scaled)
 TF1864
 TF1864                          SUPERSEDED SURVEY CONTROL
 TF1864
 TF1864.No superseded survey control is available for this station.
 TF1864
 TF1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU235898(NAD 83)
 TF1864_MARKER: I = METAL ROD
 TF1864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1864_SP_SET: STAINLESS STEEL ROD
 TF1864_STAMPING: B 475 1982
 TF1864_MARK LOGO: NGS   
 TF1864_PROJECTION: FLUSH
 TF1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1864_ROD/PIPE-DEPTH: 4.8  meters
 TF1864
 TF1864  HISTORY     - Date     Condition        Report By
 TF1864  HISTORY     - 1982     MONUMENTED       NGS
 TF1864
 TF1864                          STATION DESCRIPTION
 TF1864
 TF1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1864'17.2 KM (10.7 MI) SOUTH FROM DUNSEITH.
 TF1864'17.2 KM (10.7 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1864'STATE HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT THE TOP OF A HILL,
 TF1864'21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 TF1864'12.5 METERS (41.0 FT) EAST OF THE EAST SIDE OF THE EAST ONE OF TWO
 TF1864'GRAIN BINS, 7.6 METERS (25.0 FT) NORTH OF THE CENTER OF A FIELD
 TF1864'ENTRANCE ROAD, AND 4.9 METERS (16.0 FT) EAST-SOUTHEAST OF THE NORTH
 TF1864'END OF A GALVANIZED PIPE CULVERT.
 TF1864'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1864'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1953 ***********************************************************************
 TF1953  DESIGNATION -  B 476
 TF1953  PID         -  TF1953
 TF1953  STATE/COUNTY-  ND/PIERCE
 TF1953  USGS QUAD   -  TUNBRIDGE (1980)
 TF1953
 TF1953                         *CURRENT SURVEY CONTROL
 TF1953  ___________________________________________________________________
 TF1953* NAD 83(1986)-  48 21 19.     (N)    100 02 41.     (W)     SCALED    
 TF1953* NAVD 88     -       462.124  (meters)    1516.15   (feet)  ADJUSTED  
 TF1953  ___________________________________________________________________
 TF1953  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TF1953  DYNAMIC HT  -         462.217 (meters)    1516.46  (feet)  COMP
 TF1953  MODELED GRAV-     980,796.3   (mgal)                       NAVD 88
 TF1953
 TF1953  VERT ORDER  -  FIRST     CLASS II
 TF1953
 TF1953.The horizontal coordinates were scaled from a topographic map and have
 TF1953.an estimated accuracy of +/- 6 seconds.
 TF1953
 TF1953.The orthometric height was determined by differential leveling
 TF1953.and adjusted by the National Geodetic Survey in June 1991..
 TF1953
 TF1953.The geoid height was determined by GEOID03.
 TF1953
 TF1953.The dynamic height is computed by dividing the NAVD 88
 TF1953.geopotential number by the normal gravity value computed on the
 TF1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1953.degrees latitude (g = 980.6199 gals.).
 TF1953
 TF1953.The modeled gravity was interpolated from observed gravity values.
 TF1953
 TF1953;                    North         East    Units  Estimated Accuracy
 TF1953;SPC ND N     -   150,780.      633,740.      MT  (+/- 180 meters Scaled)
 TF1953
 TF1953                          SUPERSEDED SURVEY CONTROL
 TF1953
 TF1953.No superseded survey control is available for this station.
 TF1953
 TF1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU226563(NAD 83)
 TF1953_MARKER: I = METAL ROD
 TF1953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1953_SP_SET: STAINLESS STEEL ROD
 TF1953_STAMPING: B 476 1982
 TF1953_MARK LOGO: NGS   
 TF1953_PROJECTION: FLUSH
 TF1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TF1953+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 TF1953_ROD/PIPE-DEPTH: 9.7  meters
 TF1953
 TF1953  HISTORY     - Date     Condition        Report By
 TF1953  HISTORY     - 1982     MONUMENTED       NGS
 TF1953  HISTORY     - 20000913 GOOD             NDHD
 TF1953
 TF1953                          STATION DESCRIPTION
 TF1953
 TF1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1953'3.4 KM (2.1 MI) WEST FROM RUGBY.
 TF1953'3.4 KM (2.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1953'HIGHWAY 3 IN RUGBY, AT A POWER POLE, 0.2 KM (0.1 MI) WEST OF A SECTION
 TF1953'LINE ROAD, 0.9 METER (3.0 FT) WEST OF A POWER POLE, 29.8 METERS
 TF1953'(98.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 50.9 METERS
 TF1953'(167.0 FT) SOUTH OF A BARBED WIRE FENCE LINE.
 TF1953'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1953'THE MARK IS 1.0 M BELOW HIGHWAY.
 TF1953
 TF1953                          STATION RECOVERY (2000)
 TF1953
 TF1953'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TF1953'STAMPED - 'B 476  1982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1163 ***********************************************************************
 SL1163  DESIGNATION -  B 477
 SL1163  PID         -  SL1163
 SL1163  STATE/COUNTY-  ND/GRAND FORKS
 SL1163  USGS QUAD   -  LARIMORE WEST (1963)
 SL1163
 SL1163                         *CURRENT SURVEY CONTROL
 SL1163  ___________________________________________________________________
 SL1163* NAD 83(1986)-  47 56 37.     (N)    097 40 02.     (W)     SCALED    
 SL1163* NAVD 88     -       342.932  (meters)    1125.10   (feet)  ADJUSTED  
 SL1163  ___________________________________________________________________
 SL1163  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 SL1163  DYNAMIC HT  -         342.990 (meters)    1125.29  (feet)  COMP
 SL1163  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 SL1163
 SL1163  VERT ORDER  -  FIRST     CLASS II
 SL1163
 SL1163.The horizontal coordinates were scaled from a topographic map and have
 SL1163.an estimated accuracy of +/- 6 seconds.
 SL1163
 SL1163.The orthometric height was determined by differential leveling
 SL1163.and adjusted by the National Geodetic Survey in June 1991..
 SL1163
 SL1163.The geoid height was determined by GEOID03.
 SL1163
 SL1163.The dynamic height is computed by dividing the NAVD 88
 SL1163.geopotential number by the normal gravity value computed on the
 SL1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1163.degrees latitude (g = 980.6199 gals.).
 SL1163
 SL1163.The modeled gravity was interpolated from observed gravity values.
 SL1163
 SL1163;                    North         East    Units  Estimated Accuracy
 SL1163;SPC ND N     -   108,800.      811,570.      MT  (+/- 180 meters Scaled)
 SL1163
 SL1163                          SUPERSEDED SURVEY CONTROL
 SL1163
 SL1163.No superseded survey control is available for this station.
 SL1163
 SL1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU995108(NAD 83)
 SL1163_MARKER: I = METAL ROD
 SL1163_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1163_SP_SET: STAINLESS STEEL ROD
 SL1163_STAMPING: B 477 1982
 SL1163_MARK LOGO: NGS   
 SL1163_PROJECTION: FLUSH
 SL1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1163+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 SL1163_ROD/PIPE-DEPTH: 15.8 meters
 SL1163
 SL1163  HISTORY     - Date     Condition        Report By
 SL1163  HISTORY     - 1982     MONUMENTED       NGS
 SL1163  HISTORY     - 20011113 GOOD             NDWC
 SL1163
 SL1163                          STATION DESCRIPTION
 SL1163
 SL1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1163'8.0 KM (5.0 MI) NW FROM LARIMORE.
 SL1163'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1163'COUNTY ROAD 4 IN LARIMORE, TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1163'3.3 KM (2.05 MI) WEST ALONG U.S. HIGHWAY 2 TO A GRAVEL CROSSROAD, 31.1
 SL1163'METERS (98.8 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35.0 METERS
 SL1163'(105.4 FT) NORTHWEST OF POWERLINE POLE WITH JUNCTION BOX, 29.7 METERS
 SL1163'(97.4 FT) NORTHEAST OF A POWERLINE POLE IN A FARMERS FIELD,
 SL1163'14.3 METERS (47.0 FT) WEST OF THE CENTER OF A COUNTY ROAD, 13.5 METERS
 SL1163'(44.2 FT) EAST OF A CONCRETE RIGHT OF WAY MARKER IN FENCE LINE,
 SL1163'1.4 METERS (4.5 FT) WEST OF THE CORNER OF THE FENCE LINE, AND
 SL1163'0.15 METERS (0.5 FT) NORTH OF WITNESS POST SET IN THE FENCE LINE.
 SL1163'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 SL1163'THE MARK IS 0.91 M BELOW HIGHWAY.
 SL1163
 SL1163                          STATION RECOVERY (2001)
 SL1163
 SL1163'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 SL1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1560 ***********************************************************************
 TE1560  DESIGNATION -  B 478
 TE1560  PID         -  TE1560
 TE1560  STATE/COUNTY-  ND/RAMSEY
 TE1560  USGS QUAD   -  DOYON (1971)
 TE1560
 TE1560                         *CURRENT SURVEY CONTROL
 TE1560  ___________________________________________________________________
 TE1560* NAD 83(1986)-  48 03 01.     (N)    098 33 11.     (W)     SCALED    
 TE1560* NAVD 88     -       460.721  (meters)    1511.55   (feet)  ADJUSTED  
 TE1560  ___________________________________________________________________
 TE1560  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 TE1560  DYNAMIC HT  -         460.794 (meters)    1511.79  (feet)  COMP
 TE1560  MODELED GRAV-     980,756.1   (mgal)                       NAVD 88
 TE1560
 TE1560  VERT ORDER  -  FIRST     CLASS II
 TE1560
 TE1560.The horizontal coordinates were scaled from a topographic map and have
 TE1560.an estimated accuracy of +/- 6 seconds.
 TE1560
 TE1560.The orthometric height was determined by differential leveling
 TE1560.and adjusted by the National Geodetic Survey in June 1991..
 TE1560
 TE1560.The geoid height was determined by GEOID03.
 TE1560
 TE1560.The dynamic height is computed by dividing the NAVD 88
 TE1560.geopotential number by the normal gravity value computed on the
 TE1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1560.degrees latitude (g = 980.6199 gals.).
 TE1560
 TE1560.The modeled gravity was interpolated from observed gravity values.
 TE1560
 TE1560;                    North         East    Units  Estimated Accuracy
 TE1560;SPC ND N     -   118,610.      745,130.      MT  (+/- 180 meters Scaled)
 TE1560
 TE1560                          SUPERSEDED SURVEY CONTROL
 TE1560
 TE1560.No superseded survey control is available for this station.
 TE1560
 TE1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU333219(NAD 83)
 TE1560_MARKER: I = METAL ROD
 TE1560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1560_SP_SET: STAINLESS STEEL ROD
 TE1560_STAMPING: B 478 1982
 TE1560_MARK LOGO: NGS   
 TE1560_PROJECTION: FLUSH
 TE1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1560_ROD/PIPE-DEPTH: 7.3  meters
 TE1560
 TE1560  HISTORY     - Date     Condition        Report By
 TE1560  HISTORY     - 1982     MONUMENTED       NGS
 TE1560
 TE1560                          STATION DESCRIPTION
 TE1560
 TE1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1560'16.8 KM (10.4 MI) WEST FROM LAKOTA.
 TE1560'16.85 KM (10.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1560'COUNTY ROAD 1 IN LAKOTA, AT A GRAVEL ROAD CROSSING, 32.9 METERS
 TE1560'(108.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 TE1560'HIGHWAY, 55.3 METERS (186.5 FT) WEST OF THE CENTERLINE OF COUNTY ROAD
 TE1560'4, 0.9 METER (3.0 FT) EAST OF A RIGHT OF WAY MARKER, AND 0.3 METER
 TE1560'(1.0 FT) SOUTH OF A WITNESS POST.
 TE1560'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1560'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1550 ***********************************************************************
 TE1550  DESIGNATION -  B 479
 TE1550  PID         -  TE1550
 TE1550  STATE/COUNTY-  ND/NELSON
 TE1550  USGS QUAD   -  LAKOTA (1983)
 TE1550
 TE1550                         *CURRENT SURVEY CONTROL
 TE1550  ___________________________________________________________________
 TE1550* NAD 83(1986)-  48 02 31.     (N)    098 20 46.     (W)     SCALED    
 TE1550* NAVD 88     -       463.575  (meters)    1520.91   (feet)  ADJUSTED  
 TE1550  ___________________________________________________________________
 TE1550  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE1550  DYNAMIC HT  -         463.652 (meters)    1521.16  (feet)  COMP
 TE1550  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TE1550
 TE1550  VERT ORDER  -  FIRST     CLASS II
 TE1550
 TE1550.The horizontal coordinates were scaled from a topographic map and have
 TE1550.an estimated accuracy of +/- 6 seconds.
 TE1550
 TE1550.The orthometric height was determined by differential leveling
 TE1550.and adjusted by the National Geodetic Survey in June 1991..
 TE1550
 TE1550.The geoid height was determined by GEOID03.
 TE1550
 TE1550.The dynamic height is computed by dividing the NAVD 88
 TE1550.geopotential number by the normal gravity value computed on the
 TE1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1550.degrees latitude (g = 980.6199 gals.).
 TE1550
 TE1550.The modeled gravity was interpolated from observed gravity values.
 TE1550
 TE1550;                    North         East    Units  Estimated Accuracy
 TE1550;SPC ND N     -   118,090.      760,570.      MT  (+/- 180 meters Scaled)
 TE1550
 TE1550                          SUPERSEDED SURVEY CONTROL
 TE1550
 TE1550.No superseded survey control is available for this station.
 TE1550
 TE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU487211(NAD 83)
 TE1550_MARKER: I = METAL ROD
 TE1550_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1550_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1550_STAMPING: B 479 1982
 TE1550_MARK LOGO: NGS   
 TE1550_PROJECTION: RECESSED 3 CENTIMETERS
 TE1550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1550+STABILITY: POSITION/ELEVATION WELL
 TE1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TE1550+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 TE1550_ROD/PIPE-DEPTH: 13.4 meters
 TE1550_SLEEVE-DEPTH  : 9.2 meters
 TE1550
 TE1550  HISTORY     - Date     Condition        Report By
 TE1550  HISTORY     - 1982     MONUMENTED       NGS
 TE1550  HISTORY     - 20060118 GOOD             INDIV
 TE1550
 TE1550                          STATION DESCRIPTION
 TE1550
 TE1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1550'IN LAKOTA.
 TE1550'SET IN THE FRONT OF THE NELSON COUNTY MEMORIAL COURT HOUSE IN LAKOTA,
 TE1550'AND IN LINE WITH THE EAST FACE OF THE BUILDING, 15.0 METERS (49.5 FT)
 TE1550'NORTH OF THE NORTH CURB OF WEST B AVENUE, 29.2 METERS (96.0 FT) WEST
 TE1550'OF BENCH MARK N 1, 10.9 METERS (36.0 FT) SOUTH OF THE SOUTHEAST CORNER
 TE1550'OF THE COURTHOUSE, 19.0 METERS (62.5 FT) SOUTHEAST OF THE CENTER OF
 TE1550'THE TWO DOORS AT THE MAIN ENTRANCE TO THE SOUTH SIDE OF THE BUILDING,
 TE1550'14.0 METERS (46.0 FT) EAST OF THE EAST EDGE OF THE SIDEWALK LEADING TO
 TE1550'THE ENTRANCE, AND 7.3 METERS (24.0 FT) EAST OF THE FLAGPOLE.
 TE1550'THE MARK IS 0.3 M ABOVE AVENUE.
 TE1550
 TE1550                          STATION RECOVERY (2006)
 TE1550
 TE1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PFW)
 TE1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0498 ***********************************************************************
 SL0498  DESIGNATION -  B 48
 SL0498  PID         -  SL0498
 SL0498  STATE/COUNTY-  ND/TRAILL
 SL0498  USGS QUAD   -  HILLSBORO (1984)
 SL0498
 SL0498                         *CURRENT SURVEY CONTROL
 SL0498  ___________________________________________________________________
 SL0498* NAD 83(1986)-  47 24 13.     (N)    097 03 47.     (W)     SCALED    
 SL0498* NAVD 88     -       277.227  (meters)     909.54   (feet)  ADJUSTED  
 SL0498  ___________________________________________________________________
 SL0498  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL0498  DYNAMIC HT  -         277.266 (meters)     909.66  (feet)  COMP
 SL0498  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 SL0498
 SL0498  VERT ORDER  -  SECOND    CLASS 0
 SL0498
 SL0498.The horizontal coordinates were scaled from a topographic map and have
 SL0498.an estimated accuracy of +/- 6 seconds.
 SL0498
 SL0498.The orthometric height was determined by differential leveling
 SL0498.and adjusted by the National Geodetic Survey in June 1991..
 SL0498
 SL0498.The geoid height was determined by GEOID03.
 SL0498
 SL0498.The dynamic height is computed by dividing the NAVD 88
 SL0498.geopotential number by the normal gravity value computed on the
 SL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0498.degrees latitude (g = 980.6199 gals.).
 SL0498
 SL0498.The modeled gravity was interpolated from observed gravity values.
 SL0498
 SL0498;                    North         East    Units  Estimated Accuracy
 SL0498;SPC ND N     -    50,660.      859,340.      MT  (+/- 180 meters Scaled)
 SL0498
 SL0498                          SUPERSEDED SURVEY CONTROL
 SL0498
 SL0498  NGVD 29 (??/??/92)  276.869  (m)          908.36   (f) ADJ UNCH    2 0
 SL0498
 SL0498.Superseded values are not recommended for survey control.
 SL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0498.See file dsdata.txt to determine how the superseded data were derived.
 SL0498
 SL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT461518(NAD 83)
 SL0498_MARKER: DB = BENCH MARK DISK
 SL0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0498_SP_SET: STEP
 SL0498_STAMPING: B-48 1934
 SL0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0498
 SL0498  HISTORY     - Date     Condition        Report By
 SL0498  HISTORY     - 1934     MONUMENTED       CGS
 SL0498  HISTORY     - 1967     GOOD             USAF
 SL0498
 SL0498                          STATION DESCRIPTION
 SL0498
 SL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0498'IN HILLSBORO.
 SL0498'AT HILLSBORO, TRAILL COUNTY, AT CALEDONIA AVENUE AND SARGENT STREET,
 SL0498'AT THE EAST ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP SANDSTONE
 SL0498'STEP, 10 FEET SOUTH OF THE CENTER LINE OF THE DOORWAY, 1 FOOT FROM THE
 SL0498'BALUSTRADE, AND 1 FOOT EAST OF THE ROCK FOUNDATION SUPPORTING THE
 SL0498'COLUMN AT THE SOUTH SIDE OF THE DOORWAY.  A STANDARD DISK, STAMPED B
 SL0498'48 1934.
 SL0498
 SL0498                          STATION RECOVERY (1967)
 SL0498
 SL0498'RECOVERY NOTE BY US AIR FORCE 1967
 SL0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1650 ***********************************************************************
 TE1650  DESIGNATION -  B 480
 TE1650  PID         -  TE1650
 TE1650  STATE/COUNTY-  ND/BENSON
 TE1650  USGS QUAD   -  MINNEWAUKAN EAST (1994)
 TE1650
 TE1650                         *CURRENT SURVEY CONTROL
 TE1650  ___________________________________________________________________
 TE1650* NAD 83(1986)-  48 01 21.     (N)    099 13 14.     (W)     SCALED    
 TE1650* NAVD 88     -       452.846  (meters)    1485.71   (feet)  ADJUSTED  
 TE1650  ___________________________________________________________________
 TE1650  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 TE1650  DYNAMIC HT  -         452.912 (meters)    1485.93  (feet)  COMP
 TE1650  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 TE1650
 TE1650  VERT ORDER  -  FIRST     CLASS II
 TE1650
 TE1650.The horizontal coordinates were scaled from a topographic map and have
 TE1650.an estimated accuracy of +/- 6 seconds.
 TE1650
 TE1650.The orthometric height was determined by differential leveling
 TE1650.and adjusted by the National Geodetic Survey in June 1991..
 TE1650
 TE1650.The geoid height was determined by GEOID03.
 TE1650
 TE1650.The dynamic height is computed by dividing the NAVD 88
 TE1650.geopotential number by the normal gravity value computed on the
 TE1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1650.degrees latitude (g = 980.6199 gals.).
 TE1650
 TE1650.The modeled gravity was interpolated from observed gravity values.
 TE1650
 TE1650;                    North         East    Units  Estimated Accuracy
 TE1650;SPC ND N     -   114,480.      695,430.      MT  (+/- 180 meters Scaled)
 TE1650
 TE1650                          SUPERSEDED SURVEY CONTROL
 TE1650
 TE1650  NGVD 29 (04/23/90)  452.475  (m)         1484.50   (f) ADJUSTED    1 2
 TE1650
 TE1650.Superseded values are not recommended for survey control.
 TE1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1650.See file dsdata.txt to determine how the superseded data were derived.
 TE1650
 TE1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU835188(NAD 83)
 TE1650_MARKER: I = METAL ROD
 TE1650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1650_SP_SET: STAINLESS STEEL ROD
 TE1650_STAMPING: B 480 1982
 TE1650_MARK LOGO: NGS   
 TE1650_PROJECTION: FLUSH
 TE1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1650_ROD/PIPE-DEPTH: 9.75 meters
 TE1650
 TE1650  HISTORY     - Date     Condition        Report By
 TE1650  HISTORY     - 1982     MONUMENTED       NGS
 TE1650
 TE1650                          STATION DESCRIPTION
 TE1650
 TE1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1650'5.2 KM (3.25 MI) SOUTH FROM MINNEWAUKAN.
 TE1650'5.2 KM (3.25 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TE1650'STATE ROUTE 19 WEST IN MINNEWAUKAN, AT THE INTERSECTION OF A COUNTRY
 TE1650'ROAD, 40.8 METERS (134.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 TE1650'34.4 METERS (113.0 FT) NORTH OF THE CENTER OF THE COUNTRY ROAD,
 TE1650'12.0 METERS (39.5 FT) EAST OF THE EAST RAIL OF THE NORTH PACIFIC
 TE1650'RAILROAD TRACKS, AND 0.9 METER (3.0 FT) SOUTH OF A POWERLINE POLE.
 TE1650'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1650'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1005 ***********************************************************************
 SM1005  DESIGNATION -  B 481
 SM1005  PID         -  SM1005
 SM1005  STATE/COUNTY-  ND/EDDY
 SM1005  USGS QUAD   -  OBERON SW (1986)
 SM1005
 SM1005                         *CURRENT SURVEY CONTROL
 SM1005  ___________________________________________________________________
 SM1005* NAD 83(1986)-  47 45 18.     (N)    099 07 34.     (W)     SCALED    
 SM1005* NAVD 88     -       490.495  (meters)    1609.23   (feet)  ADJUSTED  
 SM1005  ___________________________________________________________________
 SM1005  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1005  DYNAMIC HT  -         490.552 (meters)    1609.42  (feet)  COMP
 SM1005  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SM1005
 SM1005  VERT ORDER  -  FIRST     CLASS II
 SM1005
 SM1005.The horizontal coordinates were scaled from a topographic map and have
 SM1005.an estimated accuracy of +/- 6 seconds.
 SM1005
 SM1005.The orthometric height was determined by differential leveling
 SM1005.and adjusted by the National Geodetic Survey in June 1991..
 SM1005
 SM1005.The geoid height was determined by GEOID03.
 SM1005
 SM1005.The dynamic height is computed by dividing the NAVD 88
 SM1005.geopotential number by the normal gravity value computed on the
 SM1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1005.degrees latitude (g = 980.6199 gals.).
 SM1005
 SM1005.The modeled gravity was interpolated from observed gravity values.
 SM1005
 SM1005;                    North         East    Units  Estimated Accuracy
 SM1005;SPC ND N     -    84,860.      703,000.      MT  (+/- 180 meters Scaled)
 SM1005
 SM1005                          SUPERSEDED SURVEY CONTROL
 SM1005
 SM1005  NGVD 29 (04/23/90)  490.103  (m)         1607.95   (f) ADJUSTED    1 2
 SM1005
 SM1005.Superseded values are not recommended for survey control.
 SM1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1005.See file dsdata.txt to determine how the superseded data were derived.
 SM1005
 SM1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT905890(NAD 83)
 SM1005_MARKER: I = METAL ROD
 SM1005_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1005_SP_SET: STAINLESS STEEL ROD
 SM1005_STAMPING: B 481 1982
 SM1005_MARK LOGO: NGS   
 SM1005_PROJECTION: FLUSH
 SM1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1005_ROD/PIPE-DEPTH: 6.09 meters
 SM1005
 SM1005  HISTORY     - Date     Condition        Report By
 SM1005  HISTORY     - 1982     MONUMENTED       NGS
 SM1005
 SM1005                          STATION DESCRIPTION
 SM1005
 SM1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1005'8.1 KM (5.05 MI) SOUTH FROM SHEYENNE.
 SM1005'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM1005'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 8.0 KM (5.0 MI)
 SM1005'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK ON THE WEST SIDE OF THE
 SM1005'HIGHWAY AND ON HIGHWAY RIGHT-OF-WAY, ALSO, 0.9 KM (0.55 MI) EAST ON
 SM1005'FIRST AVENUE FROM THE POST OFFICE IN NEW ROCKFORD TO THE JUNCTION OF
 SM1005'U.S. HIGHWAY 281, THENCE 8.7 KM (5.4 MI) NORTH ALONG U.S. HIGHWAY 281
 SM1005'TO THE MARK, 70.1 METERS (230.0 FT) NORTH OF THE CENTER OF A FIELD
 SM1005'ACCESS ROAD, 30.5 METERS (100.0 FT) WEST OF THE CENTERLINE OF THE
 SM1005'HIGHWAY AND 0.46 METERS (1.5 FT) SOUTH OF A METAL RIGHT-OF-WAY MARKER.
 SM1005'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SM1005'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1030 ***********************************************************************
 SM1030  DESIGNATION -  B 482
 SM1030  PID         -  SM1030
 SM1030  STATE/COUNTY-  ND/FOSTER
 SM1030  USGS QUAD   -  CARRINGTON EAST (1986)
 SM1030
 SM1030                         *CURRENT SURVEY CONTROL
 SM1030  ___________________________________________________________________
 SM1030* NAD 83(1986)-  47 23 07.     (N)    099 04 33.     (W)     SCALED    
 SM1030* NAVD 88     -       484.599  (meters)    1589.89   (feet)  ADJUSTED  
 SM1030  ___________________________________________________________________
 SM1030  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SM1030  DYNAMIC HT  -         484.645 (meters)    1590.04  (feet)  COMP
 SM1030  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SM1030
 SM1030  VERT ORDER  -  FIRST     CLASS II
 SM1030
 SM1030.The horizontal coordinates were scaled from a topographic map and have
 SM1030.an estimated accuracy of +/- 6 seconds.
 SM1030
 SM1030.The orthometric height was determined by differential leveling
 SM1030.and adjusted by the National Geodetic Survey in June 1991..
 SM1030
 SM1030.The geoid height was determined by GEOID03.
 SM1030
 SM1030.The dynamic height is computed by dividing the NAVD 88
 SM1030.geopotential number by the normal gravity value computed on the
 SM1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1030.degrees latitude (g = 980.6199 gals.).
 SM1030
 SM1030.The modeled gravity was interpolated from observed gravity values.
 SM1030
 SM1030;                    North         East    Units  Estimated Accuracy
 SM1030;SPC ND N     -    43,830.      707,530.      MT  (+/- 180 meters Scaled)
 SM1030
 SM1030                          SUPERSEDED SURVEY CONTROL
 SM1030
 SM1030  NGVD 29 (04/23/90)  484.221  (m)         1588.65   (f) ADJUSTED    1 2
 SM1030
 SM1030.Superseded values are not recommended for survey control.
 SM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1030.See file dsdata.txt to determine how the superseded data were derived.
 SM1030
 SM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT942479(NAD 83)
 SM1030_MARKER: I = METAL ROD
 SM1030_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1030_SP_SET: STAINLESS STEEL ROD
 SM1030_STAMPING: B 482 1982
 SM1030_MARK LOGO: NGS   
 SM1030_PROJECTION: FLUSH
 SM1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1030_ROD/PIPE-DEPTH: 7.2  meters
 SM1030
 SM1030  HISTORY     - Date     Condition        Report By
 SM1030  HISTORY     - 1982     MONUMENTED       NGS
 SM1030
 SM1030                          STATION DESCRIPTION
 SM1030
 SM1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1030'8.7 KM (5.4 MI) SE FROM CARRINGTON.
 SM1030'8.7 KM (5.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1030'STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON, AT A
 SM1030'SECTION LINE AND NEAR A SMALL METAL BUILDING, 71.93 METERS (236.0 FT)
 SM1030'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.42 METERS
 SM1030'(67.0 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 17.22 METERS
 SM1030'(56.5 FT) EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND
 SM1030'0.76 METERS (2.5 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 SM1030'SMALL METAL BUILDING.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 SM1030'THE MARK IS 0.6 METERS  WSW FROM A WITNESS POST.
 SM1030'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1040 ***********************************************************************
 SM1040  DESIGNATION -  B 483
 SM1040  PID         -  SM1040
 SM1040  STATE/COUNTY-  ND/STUTSMAN
 SM1040  USGS QUAD   -  PINGREE (1991)
 SM1040
 SM1040                         *CURRENT SURVEY CONTROL
 SM1040  ___________________________________________________________________
 SM1040* NAD 83(1986)-  47 14 43.     (N)    098 58 02.     (W)     SCALED    
 SM1040* NAVD 88     -       487.071  (meters)    1598.00   (feet)  ADJUSTED  
 SM1040  ___________________________________________________________________
 SM1040  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 SM1040  DYNAMIC HT  -         487.107 (meters)    1598.12  (feet)  COMP
 SM1040  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 SM1040
 SM1040  VERT ORDER  -  FIRST     CLASS II
 SM1040
 SM1040.The horizontal coordinates were scaled from a topographic map and have
 SM1040.an estimated accuracy of +/- 6 seconds.
 SM1040
 SM1040.The orthometric height was determined by differential leveling
 SM1040.and adjusted by the National Geodetic Survey in June 1991..
 SM1040
 SM1040.The geoid height was determined by GEOID03.
 SM1040
 SM1040.The dynamic height is computed by dividing the NAVD 88
 SM1040.geopotential number by the normal gravity value computed on the
 SM1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1040.degrees latitude (g = 980.6199 gals.).
 SM1040
 SM1040.The modeled gravity was interpolated from observed gravity values.
 SM1040
 SM1040;                    North         East    Units  Estimated Accuracy
 SM1040;SPC ND S     -   176,610.      716,030.      MT  (+/- 180 meters Scaled)
 SM1040
 SM1040                          SUPERSEDED SURVEY CONTROL
 SM1040
 SM1040  NGVD 29 (04/23/90)  486.681  (m)         1596.72   (f) ADJUSTED    1 2
 SM1040
 SM1040.Superseded values are not recommended for survey control.
 SM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1040.See file dsdata.txt to determine how the superseded data were derived.
 SM1040
 SM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT024324(NAD 83)
 SM1040_MARKER: I = METAL ROD
 SM1040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1040_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1040_STAMPING: B 483 1982
 SM1040_MARK LOGO: NGS   
 SM1040_PROJECTION: RECESSED 4 CENTIMETERS
 SM1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SM1040+STABILITY: POSITION/ELEVATION WELL
 SM1040_ROD/PIPE-DEPTH: 14.6 meters
 SM1040_SLEEVE-DEPTH  : 10.6 meters
 SM1040
 SM1040  HISTORY     - Date     Condition        Report By
 SM1040  HISTORY     - 1982     MONUMENTED       NGS
 SM1040
 SM1040                          STATION DESCRIPTION
 SM1040
 SM1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1040'IN EDMUNDS.
 SM1040'AT THE EDMUNDS MEMORIAL PARK ON THE SOUTH EDGE OF TOWN, IN FRONT OF
 SM1040'THE MEMORIAL MONUMENT FOR WORLD WAR 1, WORLD WAR 2, AND KOREAN WAR
 SM1040'VETERANS, ALSO, 10.0 KM (6.2 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM
 SM1040'THE JUNCTION OF STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE,
 SM1040'28.04 METERS (92.0 FT) SOUTH OF THE CENTER OF A FIELD ROAD,
 SM1040'26.82 METERS (88.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SM1040'20.12 METERS (66.0 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER,
 SM1040'17.22 METERS (56.5 FT) WEST-NORTHWEST OF A POWER POLE, 5.49 METERS
 SM1040'(18.0 FT) NORTHWEST OF A FLAG POLE, 4.12 METERS (13.5 FT) WEST OF THE
 SM1040'CENTER OF THE WORLD WAR 2 MEMORIAL PLAQUE, AND 2.13 METERS (7.0 FT)
 SM1040'NORTHWEST OF THE CENTER OF THE WEST EDGE OF THE BOTTOM STEP LEADING TO
 SM1040'THE WORLD WAR 2 MEMORIAL PLAQUE.
 SM1040'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0462 ***********************************************************************
 RQ0462  DESIGNATION -  B 484
 RQ0462  PID         -  RQ0462
 RQ0462  STATE/COUNTY-  ND/STUTSMAN
 RQ0462  USGS QUAD   -  MEDINA (1975)
 RQ0462
 RQ0462                         *CURRENT SURVEY CONTROL
 RQ0462  ___________________________________________________________________
 RQ0462* NAD 83(1986)-  46 53 11.     (N)    099 18 01.     (W)     SCALED    
 RQ0462* NAVD 88     -       550.561  (meters)    1806.30   (feet)  ADJUSTED  
 RQ0462  ___________________________________________________________________
 RQ0462  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 RQ0462  DYNAMIC HT  -         550.585 (meters)    1806.38  (feet)  COMP
 RQ0462  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 RQ0462
 RQ0462  VERT ORDER  -  FIRST     CLASS II
 RQ0462
 RQ0462.The horizontal coordinates were scaled from a topographic map and have
 RQ0462.an estimated accuracy of +/- 6 seconds.
 RQ0462
 RQ0462.The orthometric height was determined by differential leveling
 RQ0462.and adjusted by the National Geodetic Survey in June 1991..
 RQ0462
 RQ0462.The geoid height was determined by GEOID03.
 RQ0462
 RQ0462.The dynamic height is computed by dividing the NAVD 88
 RQ0462.geopotential number by the normal gravity value computed on the
 RQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0462.degrees latitude (g = 980.6199 gals.).
 RQ0462
 RQ0462.The modeled gravity was interpolated from observed gravity values.
 RQ0462
 RQ0462;                    North         East    Units  Estimated Accuracy
 RQ0462;SPC ND S     -   136,280.      691,430.      MT  (+/- 180 meters Scaled)
 RQ0462
 RQ0462                          SUPERSEDED SURVEY CONTROL
 RQ0462
 RQ0462.No superseded survey control is available for this station.
 RQ0462
 RQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS771925(NAD 83)
 RQ0462_MARKER: I = METAL ROD
 RQ0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0462_SP_SET: STAINLESS STEEL ROD
 RQ0462_STAMPING: B 484 1982
 RQ0462_MARK LOGO: NGS   
 RQ0462_PROJECTION: FLUSH
 RQ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0462_ROD/PIPE-DEPTH: 14.6 meters
 RQ0462
 RQ0462  HISTORY     - Date     Condition        Report By
 RQ0462  HISTORY     - 1982     MONUMENTED       NGS
 RQ0462
 RQ0462                          STATION DESCRIPTION
 RQ0462
 RQ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0462'IN MEDINA.
 RQ0462'IN MEDINA, AT THE MEDINA CEMETERY, 0.46 METERS (1.5 FT) EAST OF A
 RQ0462'FENCE, 0.91 METERS (3.0 FT) WEST OF A POWER POLE, 7.32 METERS
 RQ0462'(24.0 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EBEL
 RQ0462'HEADSTONE, 10.36 METERS (34.0 FT) WEST OF THE CENTERLINE OF A BLACKTOP
 RQ0462'ROAD LEADING NORTH-SOUTH, 10.36 METERS (34.0 FT) SOUTHEAST OF THE
 RQ0462'SOUTHEAST CORNER OF THE OLSEN HEADSTONE, AND 19.51 METERS (64.0 FT)
 RQ0462'SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO THE CEMETERY.
 RQ0462'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0639 ***********************************************************************
 RR0639  DESIGNATION -  B 485
 RR0639  PID         -  RR0639
 RR0639  STATE/COUNTY-  ND/KIDDER
 RR0639  USGS QUAD   -  LAKE GENEVA (1975)
 RR0639
 RR0639                         *CURRENT SURVEY CONTROL
 RR0639  ___________________________________________________________________
 RR0639* NAD 83(1986)-  46 51 54.     (N)    100 03 22.     (W)     SCALED    
 RR0639* NAVD 88     -       560.429  (meters)    1838.67   (feet)  ADJUSTED  
 RR0639  ___________________________________________________________________
 RR0639  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 RR0639  DYNAMIC HT  -         560.439 (meters)    1838.71  (feet)  COMP
 RR0639  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RR0639
 RR0639  VERT ORDER  -  FIRST     CLASS II
 RR0639
 RR0639.The horizontal coordinates were scaled from a topographic map and have
 RR0639.an estimated accuracy of +/- 6 seconds.
 RR0639
 RR0639.The orthometric height was determined by differential leveling
 RR0639.and adjusted by the National Geodetic Survey in June 1991..
 RR0639
 RR0639.The geoid height was determined by GEOID03.
 RR0639
 RR0639.The dynamic height is computed by dividing the NAVD 88
 RR0639.geopotential number by the normal gravity value computed on the
 RR0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0639.degrees latitude (g = 980.6199 gals.).
 RR0639
 RR0639.The modeled gravity was interpolated from observed gravity values.
 RR0639
 RR0639;                    North         East    Units  Estimated Accuracy
 RR0639;SPC ND S     -   133,300.      633,840.      MT  (+/- 180 meters Scaled)
 RR0639
 RR0639                          SUPERSEDED SURVEY CONTROL
 RR0639
 RR0639.No superseded survey control is available for this station.
 RR0639
 RR0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS195907(NAD 83)
 RR0639_MARKER: I = METAL ROD
 RR0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0639_SP_SET: STAINLESS STEEL ROD
 RR0639_STAMPING: B 485 1982
 RR0639_MARK LOGO: NGS   
 RR0639_PROJECTION: FLUSH
 RR0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0639_ROD/PIPE-DEPTH: 9.8  meters
 RR0639
 RR0639  HISTORY     - Date     Condition        Report By
 RR0639  HISTORY     - 1982     MONUMENTED       NGS
 RR0639
 RR0639                          STATION DESCRIPTION
 RR0639
 RR0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0639'8.9 KM (5.55 MI) EAST FROM DRISCOLL.
 RR0639'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0639'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0639'HIGHWAY 94, THENCE 6.7 KM (4.15 MI) EAST ALONG INTERSTATE HIGHWAY 94,
 RR0639'ALSO, 0.2 KM (0.1 MI) WEST OF A LARGE MILEAGE SIGN ON THE INTERSTATE,
 RR0639'35.4 METERS (116.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 RR0639'OF THE INTERSTATE, 18.6 METERS (61.0 FT) SOUTH OF A FENCE CORNER
 RR0639'LEADING NORTH, 10.1 METERS (33.0 FT) EAST OF A 3 POST SUPPORT IN THE
 RR0639'RIGHT OF WAY FENCE, 11.0 METERS (36.0 FT) EAST OF A RIGHT OF WAY
 RR0639'MARKER, AND 0.5 METER (1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE.
 RR0639'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 RR0639'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0484 ***********************************************************************
 RQ0484  DESIGNATION -  B 486
 RQ0484  PID         -  RQ0484
 RQ0484  STATE/COUNTY-  ND/KIDDER
 RQ0484  USGS QUAD   -  TAPPEN NORTH (1975)
 RQ0484
 RQ0484                         *CURRENT SURVEY CONTROL
 RQ0484  ___________________________________________________________________
 RQ0484* NAD 83(1986)-  46 52 42.     (N)    099 44 33.     (W)     SCALED    
 RQ0484* NAVD 88     -       533.234  (meters)    1749.45   (feet)  ADJUSTED  
 RQ0484  ___________________________________________________________________
 RQ0484  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 RQ0484  DYNAMIC HT  -         533.253 (meters)    1749.51  (feet)  COMP
 RQ0484  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RQ0484
 RQ0484  VERT ORDER  -  FIRST     CLASS II
 RQ0484
 RQ0484.The horizontal coordinates were scaled from a topographic map and have
 RQ0484.an estimated accuracy of +/- 6 seconds.
 RQ0484
 RQ0484.The orthometric height was determined by differential leveling
 RQ0484.and adjusted by the National Geodetic Survey in June 1991..
 RQ0484
 RQ0484.The geoid height was determined by GEOID03.
 RQ0484
 RQ0484.The dynamic height is computed by dividing the NAVD 88
 RQ0484.geopotential number by the normal gravity value computed on the
 RQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0484.degrees latitude (g = 980.6199 gals.).
 RQ0484
 RQ0484.The modeled gravity was interpolated from observed gravity values.
 RQ0484
 RQ0484;                    North         East    Units  Estimated Accuracy
 RQ0484;SPC ND S     -   134,960.      657,740.      MT  (+/- 180 meters Scaled)
 RQ0484
 RQ0484                          SUPERSEDED SURVEY CONTROL
 RQ0484
 RQ0484.No superseded survey control is available for this station.
 RQ0484
 RQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS434919(NAD 83)
 RQ0484_MARKER: I = METAL ROD
 RQ0484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0484_SP_SET: STAINLESS STEEL ROD
 RQ0484_STAMPING: B 486 1982
 RQ0484_MARK LOGO: NGS   
 RQ0484_PROJECTION: FLUSH
 RQ0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0484_ROD/PIPE-DEPTH: 9.7  meters
 RQ0484
 RQ0484  HISTORY     - Date     Condition        Report By
 RQ0484  HISTORY     - 1982     MONUMENTED       NGS
 RQ0484
 RQ0484                          STATION DESCRIPTION
 RQ0484
 RQ0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0484'1.6 KM (1.05 MI) EAST FROM DAWSON.
 RQ0484'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 RQ0484'BURLINGTON NORTHERN RAILROAD IN DAWSON TO THE JUNCTION OF INTERSTATE
 RQ0484'HIGHWAY 94, THENCE 0.6 KM (0.4 MI) EAST ALONG INTERSTATE 94 TO THE
 RQ0484'MARK SET NEAR A UNDERGROUND GAS LINE VENT PIPE, 35.3 METERS (116.0 FT)
 RQ0484'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE,
 RQ0484'15.5 METERS (51.0 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER,
 RQ0484'7.0 METERS (23.0 FT) EAST OF AN UNDERGROUND GAS PIPELINE VENT PIPE,
 RQ0484'0.4 METER (1.5 FT) SOUTH OF A RIGHT OF WAY FENCE, AND 0.4 METER
 RQ0484'(1.5 FT) SOUTHEAST OF A WOODEN FENCE POST.
 RQ0484'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0484'THE MARK IS 0.6 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0545 ***********************************************************************
 RR0545  DESIGNATION -  B 487
 RR0545  PID         -  RR0545
 RR0545  STATE/COUNTY-  ND/BURLEIGH
 RR0545  USGS QUAD   -  BISMARCK (1976)
 RR0545
 RR0545                         *CURRENT SURVEY CONTROL
 RR0545  ___________________________________________________________________
 RR0545* NAD 83(1986)-  46 49 53.     (N)    100 45 44.     (W)     SCALED    
 RR0545* NAVD 88     -       548.112  (meters)    1798.26   (feet)  ADJUSTED  
 RR0545  ___________________________________________________________________
 RR0545  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0545  DYNAMIC HT  -         548.121 (meters)    1798.29  (feet)  COMP
 RR0545  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 RR0545
 RR0545  VERT ORDER  -  FIRST     CLASS II
 RR0545
 RR0545.The horizontal coordinates were scaled from a topographic map and have
 RR0545.an estimated accuracy of +/- 6 seconds.
 RR0545
 RR0545.The orthometric height was determined by differential leveling
 RR0545.and adjusted by the National Geodetic Survey in June 1991..
 RR0545
 RR0545.The geoid height was determined by GEOID03.
 RR0545
 RR0545.The dynamic height is computed by dividing the NAVD 88
 RR0545.geopotential number by the normal gravity value computed on the
 RR0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0545.degrees latitude (g = 980.6199 gals.).
 RR0545
 RR0545.The modeled gravity was interpolated from observed gravity values.
 RR0545
 RR0545;                    North         East    Units  Estimated Accuracy
 RR0545;SPC ND S     -   129,500.      580,000.      MT  (+/- 180 meters Scaled)
 RR0545
 RR0545                          SUPERSEDED SURVEY CONTROL
 RR0545
 RR0545.No superseded survey control is available for this station.
 RR0545
 RR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS656879(NAD 83)
 RR0545_MARKER: DB = BENCH MARK DISK
 RR0545_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0545_SP_SET: PIER
 RR0545_STAMPING: B 487 1982
 RR0545_MARK LOGO: NGS   
 RR0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0545+STABILITY: POSITION/ELEVATION WELL
 RR0545
 RR0545  HISTORY     - Date     Condition        Report By
 RR0545  HISTORY     - 1982     MONUMENTED       NGS
 RR0545  HISTORY     - 1982     GOOD             NGS
 RR0545  HISTORY     - 1982     GOOD             NGS
 RR0545
 RR0545                          STATION DESCRIPTION
 RR0545
 RR0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0545'1.3 KM (0.8 MI) EAST FROM BISMARCK.
 RR0545'1.3 KM (0.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RR0545'WITH U. S. HIGHWAY 83 IN BISMARCK, SET VERTICALLY IN THE NORTH FACE OF
 RR0545'THE MOST EASTERLY ONE OF FOUR PIERS OF A HIGHWAY OVERPASS, 13.2 METERS
 RR0545'(43.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 RR0545'HIGHWAY AND 12.4 METERS (40.7 FT) NORTH OF THE CENTERLINE OF THE WEST
 RR0545'BOUND LANES OF THE HIGHWAY.
 RR0545'THE MARK IS 1.4 M ABOVE THE GROUND.
 RR0545
 RR0545                          STATION RECOVERY (1982)
 RR0545
 RR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0545'RECOVERED IN GOOD CONDITION.
 RR0545
 RR0545                          STATION RECOVERY (1982)
 RR0545
 RR0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1460 ***********************************************************************
 SN1460  DESIGNATION -  B 488
 SN1460  PID         -  SN1460
 SN1460  STATE/COUNTY-  ND/BURLEIGH
 SN1460  USGS QUAD   -  WILTON (1966)
 SN1460
 SN1460                         *CURRENT SURVEY CONTROL
 SN1460  ___________________________________________________________________
 SN1460* NAD 83(1986)-  47 08 33.     (N)    100 47 30.     (W)     SCALED    
 SN1460* NAVD 88     -       657.947  (meters)    2158.61   (feet)  ADJUSTED  
 SN1460  ___________________________________________________________________
 SN1460  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SN1460  DYNAMIC HT  -         657.962 (meters)    2158.66  (feet)  COMP
 SN1460  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 SN1460
 SN1460  VERT ORDER  -  FIRST     CLASS II
 SN1460
 SN1460.The horizontal coordinates were scaled from a topographic map and have
 SN1460.an estimated accuracy of +/- 6 seconds.
 SN1460
 SN1460.The orthometric height was determined by differential leveling
 SN1460.and adjusted by the National Geodetic Survey in June 1991..
 SN1460
 SN1460.The geoid height was determined by GEOID03.
 SN1460
 SN1460.The dynamic height is computed by dividing the NAVD 88
 SN1460.geopotential number by the normal gravity value computed on the
 SN1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1460.degrees latitude (g = 980.6199 gals.).
 SN1460
 SN1460.The modeled gravity was interpolated from observed gravity values.
 SN1460
 SN1460;                    North         East    Units  Estimated Accuracy
 SN1460;SPC ND S     -   164,090.      577,880.      MT  (+/- 180 meters Scaled)
 SN1460
 SN1460                          SUPERSEDED SURVEY CONTROL
 SN1460
 SN1460.No superseded survey control is available for this station.
 SN1460
 SN1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT641225(NAD 83)
 SN1460_MARKER: I = METAL ROD
 SN1460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1460_SP_SET: STAINLESS STEEL ROD
 SN1460_STAMPING: B 488 1982
 SN1460_MARK LOGO: NGS   
 SN1460_PROJECTION: FLUSH
 SN1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1460_ROD/PIPE-DEPTH: 7.9  meters
 SN1460
 SN1460  HISTORY     - Date     Condition        Report By
 SN1460  HISTORY     - 1982     MONUMENTED       NGS
 SN1460
 SN1460                          STATION DESCRIPTION
 SN1460
 SN1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1460'1.6 KM (1.0 MI) SOUTH FROM WILTON.
 SN1460'1.6 KM (1.0 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN1460'WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.5 KM (0.3 MI) SOUTH
 SN1460'OF MILEPOST 111, 42.1 METERS (138.1 FT) EAST OF THE CENTERLINE OF THE
 SN1460'NORTH BOUND LANES OF THE HIGHWAY, 36.3 METERS (119.1 FT) NORTH OF THE
 SN1460'CENTER OF COUNTY ROAD 36, 25.2 METERS (82.7 FT) WEST OF THE CENTER OF
 SN1460'A PRIVATE ROAD LEADING NORTH AND 1.2 METERS (3.9 FT) NORTH OF A
 SN1460'UTILITY POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS
 SN1460'THROUGH A 5-INCH LOGO CAP.
 SN1460'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1460'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0329 ***********************************************************************
 RS0329  DESIGNATION -  B 489
 RS0329  PID         -  RS0329
 RS0329  STATE/COUNTY-  ND/BILLINGS
 RS0329  USGS QUAD   -  FRYBURG NE (1981)
 RS0329
 RS0329                         *CURRENT SURVEY CONTROL
 RS0329  ___________________________________________________________________
 RS0329* NAD 83(1986)-  46 53 18.     (N)    103 22 03.     (W)     SCALED    
 RS0329* NAVD 88     -       836.378  (meters)    2744.02   (feet)  ADJUSTED  
 RS0329  ___________________________________________________________________
 RS0329  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 RS0329  DYNAMIC HT  -         836.359 (meters)    2743.95  (feet)  COMP
 RS0329  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 RS0329
 RS0329  VERT ORDER  -  FIRST     CLASS II
 RS0329
 RS0329.The horizontal coordinates were scaled from a topographic map and have
 RS0329.an estimated accuracy of +/- 6 seconds.
 RS0329
 RS0329.The orthometric height was determined by differential leveling
 RS0329.and adjusted by the National Geodetic Survey in June 1991..
 RS0329
 RS0329.The geoid height was determined by GEOID03.
 RS0329
 RS0329.The dynamic height is computed by dividing the NAVD 88
 RS0329.geopotential number by the normal gravity value computed on the
 RS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0329.degrees latitude (g = 980.6199 gals.).
 RS0329
 RS0329.The modeled gravity was interpolated from observed gravity values.
 RS0329
 RS0329;                    North         East    Units  Estimated Accuracy
 RS0329;SPC ND S     -   139,790.      381,520.      MT  (+/- 180 meters Scaled)
 RS0329
 RS0329                          SUPERSEDED SURVEY CONTROL
 RS0329
 RS0329.No superseded survey control is available for this station.
 RS0329
 RS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM243940(NAD 83)
 RS0329_MARKER: I = METAL ROD
 RS0329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0329_SP_SET: STAINLESS STEEL ROD
 RS0329_STAMPING: B 489 1982
 RS0329_MARK LOGO: NGS   
 RS0329_PROJECTION: FLUSH
 RS0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0329_ROD/PIPE-DEPTH: 10.4 meters
 RS0329
 RS0329  HISTORY     - Date     Condition        Report By
 RS0329  HISTORY     - 1982     MONUMENTED       NGS
 RS0329
 RS0329                          STATION DESCRIPTION
 RS0329
 RS0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0329'13.6 KM (8.45 MI) WEST FROM BELFIELD.
 RS0329'13.6 KM (8.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0329'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.3 KM (0.2 MI) WEST OF
 RS0329'MILEPOST 34 AND 48.1 METERS (157.8 FT) NORTH OF THE CENTERLINE OF THE
 RS0329'WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0329'THROUGH A 5-INCH LOGO CAP.
 RS0329'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 RS0329'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0453 ***********************************************************************
 SL0453  DESIGNATION -  B 49
 SL0453  PID         -  SL0453
 SL0453  STATE/COUNTY-  ND/GRAND FORKS
 SL0453  USGS QUAD   -  GRAND FORKS (1994)
 SL0453
 SL0453                         *CURRENT SURVEY CONTROL
 SL0453  ___________________________________________________________________
 SL0453* NAD 83(1986)-  47 52 30.     (N)    097 06 36.     (W)     SCALED    
 SL0453* NAVD 88     -       256.474  (meters)     841.45   (feet)  ADJUSTED  
 SL0453  ___________________________________________________________________
 SL0453  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 SL0453  DYNAMIC HT  -         256.519 (meters)     841.60  (feet)  COMP
 SL0453  MODELED GRAV-     980,784.4   (mgal)                       NAVD 88
 SL0453
 SL0453  VERT ORDER  -  SECOND    CLASS 0
 SL0453
 SL0453.The horizontal coordinates were scaled from a topographic map and have
 SL0453.an estimated accuracy of +/- 6 seconds.
 SL0453
 SL0453.The orthometric height was determined by differential leveling
 SL0453.and adjusted by the National Geodetic Survey in June 1991..
 SL0453
 SL0453.The geoid height was determined by GEOID03.
 SL0453
 SL0453.The dynamic height is computed by dividing the NAVD 88
 SL0453.geopotential number by the normal gravity value computed on the
 SL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0453.degrees latitude (g = 980.6199 gals.).
 SL0453
 SL0453.The modeled gravity was interpolated from observed gravity values.
 SL0453
 SL0453;                    North         East    Units  Estimated Accuracy
 SL0453;SPC ND N     -   102,860.      853,490.      MT  (+/- 180 meters Scaled)
 SL0453
 SL0453                          SUPERSEDED SURVEY CONTROL
 SL0453
 SL0453  NGVD 29 (??/??/92)  256.140  (m)          840.35   (f) ADJ UNCH    2 0
 SL0453
 SL0453.Superseded values are not recommended for survey control.
 SL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0453.See file dsdata.txt to determine how the superseded data were derived.
 SL0453
 SL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU413041(NAD 83)
 SL0453_MARKER: DB = BENCH MARK DISK
 SL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0453_STAMPING: B-49 1934
 SL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0453+STABILITY: SURFACE MOTION
 SL0453
 SL0453  HISTORY     - Date     Condition        Report By
 SL0453  HISTORY     - 1934     MONUMENTED       CGS
 SL0453  HISTORY     - 1962     MARK NOT FOUND   NGS
 SL0453
 SL0453                          STATION DESCRIPTION
 SL0453
 SL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0453'1.9 MI N FROM MERRIFIELD.
 SL0453'1.9 MILES NORTH OF DEPOT AT MERRIFIELD.  ALONG GREAT NORTHERN RAILROAD
 SL0453'AT MILEPOST NO. 95 AND PUBLIC CROSSING.  SET IN POST 2 FEET BELOW RAIL
 SL0453'LEVEL, 15 FEET NORTH OF POLE, 57 FEET WEST OF CENTER LINE OF TRACK AND
 SL0453'97 FEET NORTH OF ROAD.
 SL0453
 SL0453                          STATION RECOVERY (1962)
 SL0453
 SL0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SL0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0591 ***********************************************************************
 RR0591  DESIGNATION -  B 490
 RR0591  PID         -  RR0591
 RR0591  STATE/COUNTY-  ND/MORTON
 RR0591  USGS QUAD   -  NORTH ALMONT (1980)
 RR0591
 RR0591                         *CURRENT SURVEY CONTROL
 RR0591  ___________________________________________________________________
 RR0591* NAD 83(1986)-  46 50 51.     (N)    101 30 05.     (W)     SCALED    
 RR0591* NAVD 88     -       659.817  (meters)    2164.75   (feet)  ADJUSTED  
 RR0591  ___________________________________________________________________
 RR0591  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 RR0591  DYNAMIC HT  -         659.822 (meters)    2164.77  (feet)  COMP
 RR0591  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RR0591
 RR0591  VERT ORDER  -  FIRST     CLASS II
 RR0591
 RR0591.The horizontal coordinates were scaled from a topographic map and have
 RR0591.an estimated accuracy of +/- 6 seconds.
 RR0591
 RR0591.The orthometric height was determined by differential leveling
 RR0591.and adjusted by the National Geodetic Survey in June 1991..
 RR0591
 RR0591.The geoid height was determined by GEOID03.
 RR0591
 RR0591.The dynamic height is computed by dividing the NAVD 88
 RR0591.geopotential number by the normal gravity value computed on the
 RR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0591.degrees latitude (g = 980.6199 gals.).
 RR0591
 RR0591.The modeled gravity was interpolated from observed gravity values.
 RR0591
 RR0591;                    North         East    Units  Estimated Accuracy
 RR0591;SPC ND S     -   131,740.      523,630.      MT  (+/- 180 meters Scaled)
 RR0591
 RR0591                          SUPERSEDED SURVEY CONTROL
 RR0591
 RR0591.No superseded survey control is available for this station.
 RR0591
 RR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS092912(NAD 83)
 RR0591_MARKER: I = METAL ROD
 RR0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0591_SP_SET: STAINLESS STEEL ROD
 RR0591_STAMPING: B 490 1982
 RR0591_MARK LOGO: NGS   
 RR0591_PROJECTION: FLUSH
 RR0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0591_ROD/PIPE-DEPTH: 12.2 meters
 RR0591
 RR0591  HISTORY     - Date     Condition        Report By
 RR0591  HISTORY     - 1982     MONUMENTED       NGS
 RR0591
 RR0591                          STATION DESCRIPTION
 RR0591
 RR0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0591'6.5 KM (4.05 MI) WEST FROM NEW SALEM.
 RR0591'6.5 KM (4.05 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0591'STATE HIGHWAY 31 IN NEW SALEM, 0.8 KM (0.5 MI) EAST OF THE JUNCTION OF
 RR0591'COUNTY ROAD 86, 20.4 METERS (66.9 FT) NORTH OF THE CENTERLINE OF THE
 RR0591'ROAD, 2.3 METERS (7.5 FT) WEST OF A FENCE CORNER AND 1.9 METERS (6.2
 RR0591'FT) WEST OF CARIBOU AZIMUTH MARK.  NOTE=ACCESS TO THE DATUM POINT IS
 RR0591'THROUGH A 5-INCH LOGO CAP.
 RR0591'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0591'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0256 ***********************************************************************
 RS0256  DESIGNATION -  B 491
 RS0256  PID         -  RS0256
 RS0256  STATE/COUNTY-  ND/MORTON
 RS0256  USGS QUAD   -  HEBRON (1973)
 RS0256
 RS0256                         *CURRENT SURVEY CONTROL
 RS0256  ___________________________________________________________________
 RS0256* NAD 83(1986)-  46 53 50.     (N)    102 00 45.     (W)     SCALED    
 RS0256* NAVD 88     -       654.025  (meters)    2145.75   (feet)  ADJUSTED  
 RS0256  ___________________________________________________________________
 RS0256  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 RS0256  DYNAMIC HT  -         654.025 (meters)    2145.75  (feet)  COMP
 RS0256  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RS0256
 RS0256  VERT ORDER  -  FIRST     CLASS II
 RS0256
 RS0256.The horizontal coordinates were scaled from a topographic map and have
 RS0256.an estimated accuracy of +/- 6 seconds.
 RS0256
 RS0256.The orthometric height was determined by differential leveling
 RS0256.and adjusted by the National Geodetic Survey in June 1991..
 RS0256
 RS0256.The geoid height was determined by GEOID03.
 RS0256
 RS0256.The dynamic height is computed by dividing the NAVD 88
 RS0256.geopotential number by the normal gravity value computed on the
 RS0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0256.degrees latitude (g = 980.6199 gals.).
 RS0256
 RS0256.The modeled gravity was interpolated from observed gravity values.
 RS0256
 RS0256;                    North         East    Units  Estimated Accuracy
 RS0256;SPC ND S     -   137,890.      484,760.      MT  (+/- 180 meters Scaled)
 RS0256
 RS0256                          SUPERSEDED SURVEY CONTROL
 RS0256
 RS0256.No superseded survey control is available for this station.
 RS0256
 RS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM275980(NAD 83)
 RS0256_MARKER: I = METAL ROD
 RS0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0256_SP_SET: STAINLESS STEEL ROD
 RS0256_STAMPING: B 491 1982
 RS0256_MARK LOGO: NGS   
 RS0256_PROJECTION: FLUSH
 RS0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0256_ROD/PIPE-DEPTH: 6.1  meters
 RS0256
 RS0256  HISTORY     - Date     Condition        Report By
 RS0256  HISTORY     - 1982     MONUMENTED       NGS
 RS0256
 RS0256                          STATION DESCRIPTION
 RS0256
 RS0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0256'17.6 KM (10.95 MI) WEST FROM GLEN ULLIN.
 RS0256'17.6 KM (10.95 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0256'NORTHERN RAILROAD STATION IN GLEN ULLIN, IN THE SOUTHEAST ANGLE OF A
 RS0256'CROSSROADS, 25.6 METERS (84.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RS0256'ROAD, 8.8 METERS (28.9 FT) EAST OF THE CENTER OF A DIRT ROAD AND 1.2
 RS0256'METERS (3.9 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 RS0256'POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0256'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RS0256'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0290 ***********************************************************************
 RS0290  DESIGNATION -  B 492
 RS0290  PID         -  RS0290
 RS0290  STATE/COUNTY-  ND/STARK
 RS0290  USGS QUAD   -  BOYLE (1973)
 RS0290
 RS0290                         *CURRENT SURVEY CONTROL
 RS0290  ___________________________________________________________________
 RS0290* NAD 83(1986)-  46 52 34.     (N)    102 33 37.     (W)     SCALED    
 RS0290* NAVD 88     -       740.387  (meters)    2429.09   (feet)  ADJUSTED  
 RS0290  ___________________________________________________________________
 RS0290  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 RS0290  DYNAMIC HT  -         740.390 (meters)    2429.10  (feet)  COMP
 RS0290  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 RS0290
 RS0290  VERT ORDER  -  FIRST     CLASS II
 RS0290
 RS0290.The horizontal coordinates were scaled from a topographic map and have
 RS0290.an estimated accuracy of +/- 6 seconds.
 RS0290
 RS0290.The orthometric height was determined by differential leveling
 RS0290.and adjusted by the National Geodetic Survey in June 1991..
 RS0290
 RS0290.The geoid height was determined by GEOID03.
 RS0290
 RS0290.The dynamic height is computed by dividing the NAVD 88
 RS0290.geopotential number by the normal gravity value computed on the
 RS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0290.degrees latitude (g = 980.6199 gals.).
 RS0290
 RS0290.The modeled gravity was interpolated from observed gravity values.
 RS0290
 RS0290;                    North         East    Units  Estimated Accuracy
 RS0290;SPC ND S     -   136,500.      442,970.      MT  (+/- 180 meters Scaled)
 RS0290
 RS0290                          SUPERSEDED SURVEY CONTROL
 RS0290
 RS0290.No superseded survey control is available for this station.
 RS0290
 RS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM859942(NAD 83)
 RS0290_MARKER: I = METAL ROD
 RS0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0290_SP_SET: STAINLESS STEEL ROD
 RS0290_STAMPING: B 492 1982
 RS0290_MARK LOGO: NGS   
 RS0290_PROJECTION: FLUSH
 RS0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0290_ROD/PIPE-DEPTH: 5.8  meters
 RS0290
 RS0290  HISTORY     - Date     Condition        Report By
 RS0290  HISTORY     - 1982     MONUMENTED       NGS
 RS0290
 RS0290                          STATION DESCRIPTION
 RS0290
 RS0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0290'17.7 KM (11.0 MI) EAST FROM DICKINSON.
 RS0290'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0290'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE
 RS0290'13.7 KM (8.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.8 KM (0.5 MI)
 RS0290'EAST OF AN OVERPASS (EXIT 15), 0.4 KM (0.25 MI) WEST OF MILEPOST 73,
 RS0290'47.9 METERS (157.2 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 RS0290'LANES OF THE HIGHWAY, 27.7 METERS (90.9 FT) NORTHWEST OF A FENCE
 RS0290'CORNER AND 3.1 METERS (10.2 FT) SOUTHWEST OF A UTILITY POLE.
 RS0290'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0290'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RS0290'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0340 ***********************************************************************
 RS0340  DESIGNATION -  B 493
 RS0340  PID         -  RS0340
 RS0340  STATE/COUNTY-  ND/BILLINGS
 RS0340  USGS QUAD   -  MEDORA (1970)
 RS0340
 RS0340                         *CURRENT SURVEY CONTROL
 RS0340  ___________________________________________________________________
 RS0340* NAD 83(1986)-  46 55 51.     (N)    103 33 00.     (W)     SCALED    
 RS0340* NAVD 88     -       690.883  (meters)    2266.67   (feet)  ADJUSTED  
 RS0340  ___________________________________________________________________
 RS0340  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 RS0340  DYNAMIC HT  -         690.887 (meters)    2266.69  (feet)  COMP
 RS0340  MODELED GRAV-     980,596.0   (mgal)                       NAVD 88
 RS0340
 RS0340  VERT ORDER  -  FIRST     CLASS II
 RS0340
 RS0340.The horizontal coordinates were scaled from a topographic map and have
 RS0340.an estimated accuracy of +/- 6 seconds.
 RS0340
 RS0340.The orthometric height was determined by differential leveling
 RS0340.and adjusted by the National Geodetic Survey in June 1991..
 RS0340
 RS0340.The geoid height was determined by GEOID03.
 RS0340
 RS0340.The dynamic height is computed by dividing the NAVD 88
 RS0340.geopotential number by the normal gravity value computed on the
 RS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0340.degrees latitude (g = 980.6199 gals.).
 RS0340
 RS0340.The modeled gravity was interpolated from observed gravity values.
 RS0340
 RS0340;                    North         East    Units  Estimated Accuracy
 RS0340;SPC ND S     -   145,030.      367,800.      MT  (+/- 180 meters Scaled)
 RS0340
 RS0340                          SUPERSEDED SURVEY CONTROL
 RS0340
 RS0340.No superseded survey control is available for this station.
 RS0340
 RS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM103984(NAD 83)
 RS0340_MARKER: DB = BENCH MARK DISK
 RS0340_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0340_SP_SET: PIER
 RS0340_STAMPING: B 493 1982
 RS0340_MARK LOGO: NGS   
 RS0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0340
 RS0340  HISTORY     - Date     Condition        Report By
 RS0340  HISTORY     - 1982     MONUMENTED       NGS
 RS0340
 RS0340                          STATION DESCRIPTION
 RS0340
 RS0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0340'29.0 KM (18.0 MI) WEST FROM BELFIELD.
 RS0340'29.0 KM (18.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0340'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, SET VERTICALLY IN THE
 RS0340'SOUTH FACE OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE EAST
 RS0340'BOUND INTERSTATE HIGHWAY 94 BUSINESS (EXIT 6) OVERPASS OF THE LITTLE
 RS0340'MISSOURI RIVER AND 7.5 METERS (24.6 FT) NORTHEAST OF THE CENTERLINE OF
 RS0340'THE HIGHWAY.
 RS0340'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0317 ***********************************************************************
 RS0317  DESIGNATION -  B 494
 RS0317  PID         -  RS0317
 RS0317  STATE/COUNTY-  ND/STARK
 RS0317  USGS QUAD   -  BELFIELD (1981)
 RS0317
 RS0317                         *CURRENT SURVEY CONTROL
 RS0317  ___________________________________________________________________
 RS0317* NAD 83(1986)-  46 53 30.     (N)    103 07 33.     (W)     SCALED    
 RS0317* NAVD 88     -       771.258  (meters)    2530.37   (feet)  ADJUSTED  
 RS0317  ___________________________________________________________________
 RS0317  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 RS0317  DYNAMIC HT  -         771.245 (meters)    2530.33  (feet)  COMP
 RS0317  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 RS0317
 RS0317  VERT ORDER  -  FIRST     CLASS II
 RS0317
 RS0317.The horizontal coordinates were scaled from a topographic map and have
 RS0317.an estimated accuracy of +/- 6 seconds.
 RS0317
 RS0317.The orthometric height was determined by differential leveling
 RS0317.and adjusted by the National Geodetic Survey in June 1991..
 RS0317
 RS0317.The geoid height was determined by GEOID03.
 RS0317
 RS0317.The dynamic height is computed by dividing the NAVD 88
 RS0317.geopotential number by the normal gravity value computed on the
 RS0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0317.degrees latitude (g = 980.6199 gals.).
 RS0317
 RS0317.The modeled gravity was interpolated from observed gravity values.
 RS0317
 RS0317;                    North         East    Units  Estimated Accuracy
 RS0317;SPC ND S     -   139,510.      399,940.      MT  (+/- 180 meters Scaled)
 RS0317
 RS0317                          SUPERSEDED SURVEY CONTROL
 RS0317
 RS0317.No superseded survey control is available for this station.
 RS0317
 RS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM427948(NAD 83)
 RS0317_MARKER: I = METAL ROD
 RS0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0317_SP_SET: STAINLESS STEEL ROD
 RS0317_STAMPING: B 494 1982
 RS0317_MARK LOGO: NGS   
 RS0317_PROJECTION: FLUSH
 RS0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0317_ROD/PIPE-DEPTH: 6.4  meters
 RS0317
 RS0317  HISTORY     - Date     Condition        Report By
 RS0317  HISTORY     - 1982     MONUMENTED       NGS
 RS0317
 RS0317                          STATION DESCRIPTION
 RS0317
 RS0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0317'4.9 KM (3.05 MI) EAST FROM BELFIELD.
 RS0317'4.9 KM (3.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0317'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.6 KM (0.35 MI) EAST OF
 RS0317'MILEPOST 45, 47.9 METERS (157.2 FT) NORTH OF THE CENTERLINE OF THE
 RS0317'WEST BOUND LANES OF THE HIGHWAY, 17.2 METERS (56.4 FT) WEST OF A
 RS0317'RIGHT-OF-WAY MARKER AND 14.2 METERS (46.6 FT) EAST OF THE CENTER OF A
 RS0317'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RS0317'LOGO CAP.
 RS0317'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0408 ***********************************************************************
 RT0408  DESIGNATION -  B 495
 RT0408  PID         -  RT0408
 RT0408  STATE/COUNTY-  ND/GOLDEN VALLEY
 RT0408  USGS QUAD   -  BEACH WEST (1982)
 RT0408
 RT0408                         *CURRENT SURVEY CONTROL
 RT0408  ___________________________________________________________________
 RT0408* NAD 83(1986)-  46 56 06.     (N)    104 02 43.     (W)     SCALED    
 RT0408* NAVD 88     -       863.002  (meters)    2831.37   (feet)  ADJUSTED  
 RT0408  ___________________________________________________________________
 RT0408  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0408  DYNAMIC HT  -         862.991 (meters)    2831.33  (feet)  COMP
 RT0408  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 RT0408
 RT0408  VERT ORDER  -  FIRST     CLASS II
 RT0408
 RT0408.The horizontal coordinates were scaled from a topographic map and have
 RT0408.an estimated accuracy of +/- 6 seconds.
 RT0408
 RT0408.The orthometric height was determined by differential leveling
 RT0408.and adjusted by the National Geodetic Survey in June 1991..
 RT0408
 RT0408.The geoid height was determined by GEOID03.
 RT0408
 RT0408.The dynamic height is computed by dividing the NAVD 88
 RT0408.geopotential number by the normal gravity value computed on the
 RT0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0408.degrees latitude (g = 980.6199 gals.).
 RT0408
 RT0408.The modeled gravity was interpolated from observed gravity values.
 RT0408
 RT0408;                    North         East    Units  Estimated Accuracy
 RT0408;SPC ND S     -   147,080.      330,140.      MT  (+/- 180 meters Scaled)
 RT0408
 RT0408                          SUPERSEDED SURVEY CONTROL
 RT0408
 RT0408.No superseded survey control is available for this station.
 RT0408
 RT0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM726983(NAD 83)
 RT0408_MARKER: I = METAL ROD
 RT0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RT0408_SP_SET: STAINLESS STEEL ROD
 RT0408_STAMPING: B 495 1982
 RT0408_MARK LOGO: NGS   
 RT0408_PROJECTION: FLUSH
 RT0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0408_ROD/PIPE-DEPTH: 5.2  meters
 RT0408
 RT0408  HISTORY     - Date     Condition        Report By
 RT0408  HISTORY     - 1982     MONUMENTED       NGS
 RT0408
 RT0408                          STATION DESCRIPTION
 RT0408
 RT0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RT0408'55.5 KM (34.5 MI) EAST FROM GLENDIVE MT.
 RT0408'55.5 KM (34.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RT0408'JUNCTION WITH U. S. HIGHWAY 10 (INTERSTATE HIGHWAY 94 BUSINESS) AT THE
 RT0408'NORTHEAST EDGE OF GLENDIVE, 0.3 KM (0.2 MI) EAST OF MONTANA MILEPOST
 RT0408'250, 49.8 METERS (163.4 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 RT0408'BOUND LANES OF THE HIGHWAY, 25.2 METERS (82.7 FT) NORTHEAST OF A
 RT0408'UTILITY POLE WITH 4 GUY WIRES, 22.5 METERS (73.8 FT) NORTHEAST OF A
 RT0408'UTILITY POLE WITH 4 GUY WIRES AND 2.0 METERS (6.6 FT) SOUTHEAST OF A
 RT0408'RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RT0408'5-INCH LOGO CAP.
 RT0408'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RT0408'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0507 ***********************************************************************
 RQ0507  DESIGNATION -  B 496
 RQ0507  PID         -  RQ0507
 RQ0507  STATE/COUNTY-  ND/STUTSMAN
 RQ0507  USGS QUAD   -  BLOOM (1975)
 RQ0507
 RQ0507                         *CURRENT SURVEY CONTROL
 RQ0507  ___________________________________________________________________
 RQ0507* NAD 83(1986)-  46 53 31.     (N)    098 32 10.     (W)     SCALED    
 RQ0507* NAVD 88     -       449.509  (meters)    1474.76   (feet)  ADJUSTED  
 RQ0507  ___________________________________________________________________
 RQ0507  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 RQ0507  DYNAMIC HT  -         449.525 (meters)    1474.82  (feet)  COMP
 RQ0507  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 RQ0507
 RQ0507  VERT ORDER  -  FIRST     CLASS II
 RQ0507
 RQ0507.The horizontal coordinates were scaled from a topographic map and have
 RQ0507.an estimated accuracy of +/- 6 seconds.
 RQ0507
 RQ0507.The orthometric height was determined by differential leveling
 RQ0507.and adjusted by the National Geodetic Survey in June 1991..
 RQ0507
 RQ0507.The geoid height was determined by GEOID03.
 RQ0507
 RQ0507.The dynamic height is computed by dividing the NAVD 88
 RQ0507.geopotential number by the normal gravity value computed on the
 RQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0507.degrees latitude (g = 980.6199 gals.).
 RQ0507
 RQ0507.The modeled gravity was interpolated from observed gravity values.
 RQ0507
 RQ0507;                    North         East    Units  Estimated Accuracy
 RQ0507;SPC ND S     -   138,070.      749,640.      MT  (+/- 180 meters Scaled)
 RQ0507
 RQ0507                          SUPERSEDED SURVEY CONTROL
 RQ0507
 RQ0507.No superseded survey control is available for this station.
 RQ0507
 RQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS353932(NAD 83)
 RQ0507_MARKER: I = METAL ROD
 RQ0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0507_SP_SET: STAINLESS STEEL ROD
 RQ0507_STAMPING: B 496 1982
 RQ0507_MARK LOGO: NGS   
 RQ0507_PROJECTION: PROJECTING 3 CENTIMETERS
 RQ0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0507_ROD/PIPE-DEPTH: 9.8  meters
 RQ0507
 RQ0507  HISTORY     - Date     Condition        Report By
 RQ0507  HISTORY     - 1982     MONUMENTED       NGS
 RQ0507
 RQ0507                          STATION DESCRIPTION
 RQ0507
 RQ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0507'3.2 KM (2.0 MI) WEST FROM SPIRITWOOD.
 RQ0507'3.2 KM (2.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0507'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0507'SPIRITWOOD, AT AN OFFSET IN THE FENCE LINE ON THE SOUTH SIDE OF THE
 RQ0507'HIGHWAY, 39.32 METERS (129.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE
 RQ0507'HIGHWAY 94 EASTBOUND, 5.73 METERS (18.8 FT) SOUTH-SOUTHEAST OF THE
 RQ0507'NORTHWEST CORNER FENCE POST, 0.79 METERS (2.6 FT) NORTHEAST OF THE
 RQ0507'SOUTHWEST CORNER FENCE POST, 0.70 METERS (2.3 FT) EAST OF A FENCE
 RQ0507'LINE, AND 0.30 METERS (1.0 FT) NORTH OF A FENCE LINE.
 RQ0507'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 RQ0507'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0632 ***********************************************************************
 RP0632  DESIGNATION -  B 497
 RP0632  PID         -  RP0632
 RP0632  STATE/COUNTY-  ND/BARNES
 RP0632  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0632
 RP0632                         *CURRENT SURVEY CONTROL
 RP0632  ___________________________________________________________________
 RP0632* NAD 83(1986)-  46 55 12.     (N)    097 56 01.     (W)     SCALED    
 RP0632* NAVD 88     -       419.394  (meters)    1375.96   (feet)  ADJUSTED  
 RP0632  ___________________________________________________________________
 RP0632  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 RP0632  DYNAMIC HT  -         419.425 (meters)    1376.06  (feet)  COMP
 RP0632  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RP0632
 RP0632  VERT ORDER  -  FIRST     CLASS II
 RP0632
 RP0632.The horizontal coordinates were scaled from a topographic map and have
 RP0632.an estimated accuracy of +/- 6 seconds.
 RP0632
 RP0632.The orthometric height was determined by differential leveling
 RP0632.and adjusted by the National Geodetic Survey in June 1991..
 RP0632
 RP0632.The geoid height was determined by GEOID03.
 RP0632
 RP0632.The dynamic height is computed by dividing the NAVD 88
 RP0632.geopotential number by the normal gravity value computed on the
 RP0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0632.degrees latitude (g = 980.6199 gals.).
 RP0632
 RP0632.The modeled gravity was interpolated from observed gravity values.
 RP0632
 RP0632;                    North         East    Units  Estimated Accuracy
 RP0632;SPC ND S     -   142,510.      795,430.      MT  (+/- 180 meters Scaled)
 RP0632
 RP0632                          SUPERSEDED SURVEY CONTROL
 RP0632
 RP0632.No superseded survey control is available for this station.
 RP0632
 RP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS811968(NAD 83)
 RP0632_MARKER: I = METAL ROD
 RP0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0632_SP_SET: STAINLESS STEEL ROD
 RP0632_STAMPING: B 497 1982
 RP0632_MARK LOGO: NGS   
 RP0632_PROJECTION: FLUSH
 RP0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0632_ROD/PIPE-DEPTH: 7.3  meters
 RP0632
 RP0632  HISTORY     - Date     Condition        Report By
 RP0632  HISTORY     - 1982     MONUMENTED       NGS
 RP0632
 RP0632                          STATION DESCRIPTION
 RP0632
 RP0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0632'5.6 KM (3.5 MI) EAST FROM VALLEY CITY.
 RP0632'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE PEAK
 RP0632'INTERCHANGE (EXIT 71) WHICH IS 7.2 KM (4.5 MI) EAST OF VALLEY CITY, AT
 RP0632'A SECTION LINE ROAD AND ON THE SOUTH SIDE OF THE HIGHWAY, 69.49 KM
 RP0632'(228.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RP0632'15.54 METERS (51.0 FT) WEST OF THE EXTENDED CENTER OF A GRAVEL ROAD,
 RP0632'10.06 METERS (33.0 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH LINES
 RP0632'CROSSING THE HIGHWAY, 1.68 METERS (5.5 FT) NORTH OF A TELEPHONE
 RP0632'JUNCTION BOX, 1.52 METERS (5.0 FT) NORTHWEST OF A CONCRETE
 RP0632'RIGHT-OF-WAY MARKER, 0.76 METERS (2.5 FT) WEST-NORTHWEST OF A WOODEN
 RP0632'FENCE POST, AND 0.46 METERS (1.5 FT) NORTH OF A RIGHT-OF-WAY FENCE
 RP0632'LINE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RP0632'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RP0632'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0516 ***********************************************************************
 RQ0516  DESIGNATION -  B 498
 RQ0516  PID         -  RQ0516
 RQ0516  STATE/COUNTY-  ND/BARNES
 RQ0516  USGS QUAD   -  ECKELSON (1970)
 RQ0516
 RQ0516                         *CURRENT SURVEY CONTROL
 RQ0516  ___________________________________________________________________
 RQ0516* NAD 83(1986)-  46 53 24.     (N)    098 19 59.     (W)     SCALED    
 RQ0516* NAVD 88     -       450.923  (meters)    1479.40   (feet)  ADJUSTED  
 RQ0516  ___________________________________________________________________
 RQ0516  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 RQ0516  DYNAMIC HT  -         450.949 (meters)    1479.49  (feet)  COMP
 RQ0516  MODELED GRAV-     980,658.1   (mgal)                       NAVD 88
 RQ0516
 RQ0516  VERT ORDER  -  FIRST     CLASS II
 RQ0516
 RQ0516.The horizontal coordinates were scaled from a topographic map and have
 RQ0516.an estimated accuracy of +/- 6 seconds.
 RQ0516
 RQ0516.The orthometric height was determined by differential leveling
 RQ0516.and adjusted by the National Geodetic Survey in June 1991..
 RQ0516
 RQ0516.The geoid height was determined by GEOID03.
 RQ0516
 RQ0516.The dynamic height is computed by dividing the NAVD 88
 RQ0516.geopotential number by the normal gravity value computed on the
 RQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0516.degrees latitude (g = 980.6199 gals.).
 RQ0516
 RQ0516.The modeled gravity was interpolated from observed gravity values.
 RQ0516
 RQ0516;                    North         East    Units  Estimated Accuracy
 RQ0516;SPC ND S     -   138,260.      765,120.      MT  (+/- 180 meters Scaled)
 RQ0516
 RQ0516                          SUPERSEDED SURVEY CONTROL
 RQ0516
 RQ0516.No superseded survey control is available for this station.
 RQ0516
 RQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS508931(NAD 83)
 RQ0516_MARKER: I = METAL ROD
 RQ0516_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0516_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0516_STAMPING: B 498 1982
 RQ0516_MARK LOGO: NGS   
 RQ0516_PROJECTION: RECESSED 3 CENTIMETERS
 RQ0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0516+STABILITY: POSITION/ELEVATION WELL
 RQ0516_ROD/PIPE-DEPTH: 13.4 meters
 RQ0516_SLEEVE-DEPTH  : 9.1 meters
 RQ0516
 RQ0516  HISTORY     - Date     Condition        Report By
 RQ0516  HISTORY     - 1982     MONUMENTED       NGS
 RQ0516
 RQ0516                          STATION DESCRIPTION
 RQ0516
 RQ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0516'10.1 KM (6.3 MI) SW FROM SANBORN.
 RQ0516'10.9 KM (6.75 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE
 RQ0516'HIGHWAY 1 OVERPASS (EXIT 66) ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF
 RQ0516'SANBORN TO AN OVERPASS (EXIT 64), THENCE 0.2 KM (0.1 MI) SOUTH ALONG
 RQ0516'AN ASPHALT ROAD TO SCOTTYS CAMPGROUND AND THE MARK, SET IN THE LAWN BY
 RQ0516'A POWER POLE WITH A TRANSFORMER ATTACHED, 100.58 METERS (330.0 FT)
 RQ0516'EAST OF THE CENTERLINE OF THE ASPHALT ROAD, 22.86 METERS (75.0 FT)
 RQ0516'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CAMPGROUND OFFICE BUILDING,
 RQ0516'18.90 METERS (62.0 FT) WEST-SOUTHWEST OF A GAS PUMP, 14.93 METERS
 RQ0516'(49.0 FT) EAST OF THE SOUTHEAST CORNER OF A SMALL CABIN, 10.67 METERS
 RQ0516'(35.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD LEADING TO THE OFFICE,
 RQ0516'AND 2.29 METERS (7.5 FT) NORTH-NORTHWEST OF A POWER POLE WITH A
 RQ0516'TRANSFORMER AND METER ATTACHED.  NOTE, THE DESIGNATION ON THE LOGO CAP
 RQ0516'WAS RESTAMPED B 498 1982, HOWEVER, THE DATUM POINT IS STAMPED B 489.
 RQ0516'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0663 ***********************************************************************
 RP0663  DESIGNATION -  B 499
 RP0663  PID         -  RP0663
 RP0663  STATE/COUNTY-  ND/CASS
 RP0663  USGS QUAD   -  ABSARAKA (1967)
 RP0663
 RP0663                         *CURRENT SURVEY CONTROL
 RP0663  ___________________________________________________________________
 RP0663* NAD 83(1986)-  46 52 31.     (N)    097 27 03.     (W)     SCALED    
 RP0663* NAVD 88     -       328.054  (meters)    1076.29   (feet)  ADJUSTED  
 RP0663  ___________________________________________________________________
 RP0663  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 RP0663  DYNAMIC HT  -         328.076 (meters)    1076.36  (feet)  COMP
 RP0663  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 RP0663
 RP0663  VERT ORDER  -  FIRST     CLASS II
 RP0663
 RP0663.The horizontal coordinates were scaled from a topographic map and have
 RP0663.an estimated accuracy of +/- 6 seconds.
 RP0663
 RP0663.The orthometric height was determined by differential leveling
 RP0663.and adjusted by the National Geodetic Survey in June 1991..
 RP0663
 RP0663.The geoid height was determined by GEOID03.
 RP0663
 RP0663.The dynamic height is computed by dividing the NAVD 88
 RP0663.geopotential number by the normal gravity value computed on the
 RP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0663.degrees latitude (g = 980.6199 gals.).
 RP0663
 RP0663.The modeled gravity was interpolated from observed gravity values.
 RP0663
 RP0663;                    North         East    Units  Estimated Accuracy
 RP0663;SPC ND S     -   138,860.      832,370.      MT  (+/- 180 meters Scaled)
 RP0663
 RP0663                          SUPERSEDED SURVEY CONTROL
 RP0663
 RP0663.No superseded survey control is available for this station.
 RP0663
 RP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS180924(NAD 83)
 RP0663_MARKER: I = METAL ROD
 RP0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0663_SP_SET: STAINLESS STEEL ROD
 RP0663_STAMPING: B 499 1982
 RP0663_MARK LOGO: NGS   
 RP0663_PROJECTION: RECESSED 4 CENTIMETERS
 RP0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0663_ROD/PIPE-DEPTH: 6.0  meters
 RP0663
 RP0663  HISTORY     - Date     Condition        Report By
 RP0663  HISTORY     - 1982     MONUMENTED       NGS
 RP0663
 RP0663                          STATION DESCRIPTION
 RP0663
 RP0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0663'8.0 KM (5.0 MI) EAST FROM BUFFALO.
 RP0663'8.0 KM (5.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0663'BUFFALO-ALICE INTERCHANGE OVERPASS AND STATE HIGHWAY 38 LEADING NORTH
 RP0663'TO THE TOWN OF BUFFALO, ALSO, 8.0 KM (5.0 MI) WEST ALONG INTERSTATE
 RP0663'HIGHWAY 94 FROM THE WHEATLAND-CHAFFEE INTERCHANGE OVERPASS, EXIT 80
 RP0663'AND COUNTY ROAD 5 LEADING NORTH TO THE TOWN OF WHEATLAND, 64.9 METERS
 RP0663'(213.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RP0663'35.0 METERS (115.0 FT) WEST OF THE CENTER OF A SHELTER BELT ROW OF
 RP0663'TREES, 5.7 METERS (19.0 FT) EAST OF THE CENTER OF A WIRE GATE AND OLD
 RP0663'ROAD LEADING SOUTH, 2.9 METERS (9.5 FT) EAST OF THE EAST GATE POST,
 RP0663'AND 0.45 METERS (1.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 RP0663'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1098 ***********************************************************************
 TF1098  DESIGNATION -  B 5
 TF1098  PID         -  TF1098
 TF1098  STATE/COUNTY-  ND/WARD
 TF1098  USGS QUAD   -  DES LACS (1980)
 TF1098
 TF1098                         *CURRENT SURVEY CONTROL
 TF1098  ___________________________________________________________________
 TF1098* NAD 83(1986)-  48 22 06.     (N)    101 34 20.     (W)     SCALED    
 TF1098* NAVD 88     -       504.392  (meters)    1654.83   (feet)  ADJUSTED  
 TF1098  ___________________________________________________________________
 TF1098  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 TF1098  DYNAMIC HT  -         504.488 (meters)    1655.14  (feet)  COMP
 TF1098  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TF1098
 TF1098  VERT ORDER  -  FIRST     CLASS II
 TF1098
 TF1098.The horizontal coordinates were scaled from a topographic map and have
 TF1098.an estimated accuracy of +/- 6 seconds.
 TF1098
 TF1098.The orthometric height was determined by differential leveling
 TF1098.and adjusted by the National Geodetic Survey in June 1991..
 TF1098
 TF1098.The geoid height was determined by GEOID03.
 TF1098
 TF1098.The dynamic height is computed by dividing the NAVD 88
 TF1098.geopotential number by the normal gravity value computed on the
 TF1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1098.degrees latitude (g = 980.6199 gals.).
 TF1098
 TF1098.The modeled gravity was interpolated from observed gravity values.
 TF1098
 TF1098;                    North         East    Units  Estimated Accuracy
 TF1098;SPC ND N     -   152,690.      520,560.      MT  (+/- 180 meters Scaled)
 TF1098
 TF1098                          SUPERSEDED SURVEY CONTROL
 TF1098
 TF1098  NGVD 29 (??/??/92)  504.016  (m)         1653.59   (f) ADJ UNCH    1 2
 TF1098
 TF1098.Superseded values are not recommended for survey control.
 TF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1098.See file dsdata.txt to determine how the superseded data were derived.
 TF1098
 TF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU095604(NAD 83)
 TF1098_MARKER: DB = BENCH MARK DISK
 TF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1098_STAMPING: B 5 ELEV. 1653.592 FT
 TF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1098+STABILITY: SURFACE MOTION
 TF1098
 TF1098  HISTORY     - Date     Condition        Report By
 TF1098  HISTORY     - UNK      MONUMENTED       CGS
 TF1098  HISTORY     - 1963     GOOD             NGS
 TF1098  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1098
 TF1098                          STATION DESCRIPTION
 TF1098
 TF1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1098'IN FOXHOLM.
 TF1098'AT FOXHOLM, 97 FEET SOUTHEAST OF THE EAST CORNER OF THE SOO LINE
 TF1098'RAILROAD STATION AT FOXHOLM, 80 1/2 FEET WEST-SOUTHWEST OF THE WEST
 TF1098'CORNER OF A GRAIN ELEVATOR, 33 FEET SOUTHEAST OF THE CENTER LINE OF
 TF1098'STATE HIGHWAY 11, 14 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 TF1098'TRACK, 27 1/2 FEET NORTH-NORTHEAST OF A TELEGRAPH POLE, 3.5 FEET
 TF1098'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 TF1098'THE RAILS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF1098'GROUND.
 TF1098
 TF1098                          STATION RECOVERY (1981)
 TF1098
 TF1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0366 ***********************************************************************
 SN0366  DESIGNATION -  B 5 B 1
 SN0366  PID         -  SN0366
 SN0366  STATE/COUNTY-  ND/MCHENRY
 SN0366  USGS QUAD   -  KONGSBERG NE (1958)
 SN0366
 SN0366                         *CURRENT SURVEY CONTROL
 SN0366  ___________________________________________________________________
 SN0366* NAD 83(1986)-  47 55 46.     (N)    100 49 10.     (W)     SCALED    
 SN0366* NAVD 88     -       509.279  (meters)    1670.86   (feet)  ADJUSTED  
 SN0366  ___________________________________________________________________
 SN0366  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN0366  DYNAMIC HT  -         509.343 (meters)    1671.07  (feet)  COMP
 SN0366  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 SN0366
 SN0366  VERT ORDER  -  SECOND    CLASS 0
 SN0366
 SN0366.The horizontal coordinates were scaled from a topographic map and have
 SN0366.an estimated accuracy of +/- 6 seconds.
 SN0366
 SN0366.The orthometric height was determined by differential leveling
 SN0366.and adjusted by the National Geodetic Survey in June 1991..
 SN0366
 SN0366.The geoid height was determined by GEOID03.
 SN0366
 SN0366.The dynamic height is computed by dividing the NAVD 88
 SN0366.geopotential number by the normal gravity value computed on the
 SN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0366.degrees latitude (g = 980.6199 gals.).
 SN0366
 SN0366.The modeled gravity was interpolated from observed gravity values.
 SN0366
 SN0366;                    North         East    Units  Estimated Accuracy
 SN0366;SPC ND N     -   103,390.      576,130.      MT  (+/- 180 meters Scaled)
 SN0366
 SN0366                          SUPERSEDED SURVEY CONTROL
 SN0366
 SN0366  NGVD 29 (??/??/92)  508.89   (m)         1669.6    (f) COMPUTED    2 0
 SN0366
 SN0366.Superseded values are not recommended for survey control.
 SN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0366.See file dsdata.txt to determine how the superseded data were derived.
 SN0366
 SN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU640100(NAD 83)
 SN0366_MARKER: DZ = AZIMUTH MARK DISK
 SN0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0366_SP_SET: PEDESTAL
 SN0366_STAMPING: B1
 SN0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0366
 SN0366  HISTORY     - Date     Condition        Report By
 SN0366  HISTORY     - UNK      MONUMENTED       DOD
 SN0366  HISTORY     - 1962     GOOD             NGS
 SN0366
 SN0366                          STATION DESCRIPTION
 SN0366
 SN0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0366'11.7 MI SW FROM BERGEN.
 SN0366'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0366'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 3 MILE
 SN0366'WEST ALONG A GRAVELED ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED
 SN0366'ROAD, THENCE 0.2 MILE EAST ACROSS AN OPEN FIELD, AT THE CENTER OF THE
 SN0366'FIELD, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, ABOUT LEVEL
 SN0366'WITH THE ROAD, THE CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0365 ***********************************************************************
 SN0365  DESIGNATION -  B 5 B 2
 SN0365  PID         -  SN0365
 SN0365  STATE/COUNTY-  ND/MCHENRY
 SN0365  USGS QUAD   -  KONGSBERG NE (1958)
 SN0365
 SN0365                         *CURRENT SURVEY CONTROL
 SN0365  ___________________________________________________________________
 SN0365* NAD 83(1986)-  47 55 26.     (N)    100 48 59.     (W)     SCALED    
 SN0365* NAVD 88     -       513.469  (meters)    1684.61   (feet)  ADJUSTED  
 SN0365  ___________________________________________________________________
 SN0365  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN0365  DYNAMIC HT  -         513.532 (meters)    1684.81  (feet)  COMP
 SN0365  MODELED GRAV-     980,718.6   (mgal)                       NAVD 88
 SN0365
 SN0365  VERT ORDER  -  SECOND    CLASS 0
 SN0365
 SN0365.The horizontal coordinates were scaled from a topographic map and have
 SN0365.an estimated accuracy of +/- 6 seconds.
 SN0365
 SN0365.The orthometric height was determined by differential leveling
 SN0365.and adjusted by the National Geodetic Survey in June 1991..
 SN0365
 SN0365.The geoid height was determined by GEOID03.
 SN0365
 SN0365.The dynamic height is computed by dividing the NAVD 88
 SN0365.geopotential number by the normal gravity value computed on the
 SN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0365.degrees latitude (g = 980.6199 gals.).
 SN0365
 SN0365.The modeled gravity was interpolated from observed gravity values.
 SN0365
 SN0365;                    North         East    Units  Estimated Accuracy
 SN0365;SPC ND N     -   102,770.      576,360.      MT  (+/- 180 meters Scaled)
 SN0365
 SN0365                          SUPERSEDED SURVEY CONTROL
 SN0365
 SN0365  NGVD 29 (??/??/92)  513.08   (m)         1683.3    (f) COMPUTED    2 0
 SN0365
 SN0365.Superseded values are not recommended for survey control.
 SN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0365.See file dsdata.txt to determine how the superseded data were derived.
 SN0365
 SN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU643094(NAD 83)
 SN0365_MARKER: DZ = AZIMUTH MARK DISK
 SN0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0365_SP_SET: PEDESTAL
 SN0365_STAMPING: B2
 SN0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0365
 SN0365  HISTORY     - Date     Condition        Report By
 SN0365  HISTORY     - UNK      MONUMENTED       DOD
 SN0365  HISTORY     - 1962     GOOD             NGS
 SN0365
 SN0365                          STATION DESCRIPTION
 SN0365
 SN0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0365'11.3 MI SW FROM BERGEN.
 SN0365'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0365'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 3 MILE
 SN0365'WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 SN0365'ROAD, THENCE 0.2 MILE EAST ALONG A PRIVATE DIRT ROAD, ABOUT 180 YARDS
 SN0365'NORTHWEST OF A FARM HOUSE, IN A FIELD, 250 FEET NORTH OF THE
 SN0365'CENTERLINE OF THE PRIVATE ROAD, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH
 SN0365'TRIBRACH, ABOUT LEVEL WITH THE PRIVATE DRIVE.  CENTER OF THE TRIBRACH
 SN0365'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0361 ***********************************************************************
 SN0361  DESIGNATION -  B 5 Z
 SN0361  PID         -  SN0361
 SN0361  STATE/COUNTY-  ND/MCHENRY
 SN0361  USGS QUAD   -  KONGSBERG NE (1958)
 SN0361
 SN0361                         *CURRENT SURVEY CONTROL
 SN0361  ___________________________________________________________________
 SN0361* NAD 83(1986)-  47 55 25.     (N)    100 49 19.     (W)     SCALED    
 SN0361* NAVD 88     -       519.296  (meters)    1703.72   (feet)  ADJUSTED  
 SN0361  ___________________________________________________________________
 SN0361  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0361  DYNAMIC HT  -         519.360 (meters)    1703.93  (feet)  COMP
 SN0361  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 SN0361
 SN0361  VERT ORDER  -  SECOND    CLASS 0
 SN0361
 SN0361.The horizontal coordinates were scaled from a topographic map and have
 SN0361.an estimated accuracy of +/- 6 seconds.
 SN0361
 SN0361.The orthometric height was determined by differential leveling
 SN0361.and adjusted by the National Geodetic Survey in June 1991..
 SN0361
 SN0361.The geoid height was determined by GEOID03.
 SN0361
 SN0361.The dynamic height is computed by dividing the NAVD 88
 SN0361.geopotential number by the normal gravity value computed on the
 SN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0361.degrees latitude (g = 980.6199 gals.).
 SN0361
 SN0361.The modeled gravity was interpolated from observed gravity values.
 SN0361
 SN0361;                    North         East    Units  Estimated Accuracy
 SN0361;SPC ND N     -   102,740.      575,940.      MT  (+/- 180 meters Scaled)
 SN0361
 SN0361                          SUPERSEDED SURVEY CONTROL
 SN0361
 SN0361  NGVD 29 (??/??/92)  518.907  (m)         1702.45   (f) ADJ UNCH    2 0
 SN0361
 SN0361.Superseded values are not recommended for survey control.
 SN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0361.See file dsdata.txt to determine how the superseded data were derived.
 SN0361
 SN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU638094(NAD 83)
 SN0361_MARKER: DB = BENCH MARK DISK
 SN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0361_STAMPING: B5Z 1962
 SN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0361+STABILITY: SURFACE MOTION
 SN0361
 SN0361  HISTORY     - Date     Condition        Report By
 SN0361  HISTORY     - 1962     MONUMENTED       CGS
 SN0361  HISTORY     - 1968     GOOD             NGS
 SN0361
 SN0361                          STATION DESCRIPTION
 SN0361
 SN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0361'11.1 MI SW FROM BERGEN.
 SN0361'ABOUT 1.8 MILE WEST ALONG THE U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0361'STATION AT BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0361'3 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A
 SN0361'GRAVELED ROAD, ON THE TOP OF A HILL, 53 FEET EAST OF THE CENTERLINE OF
 SN0361'A ROAD, 6.5 FEET EAST OF A POWER POLE WITH TRANSFORMER, 7.6 FEET
 SN0361'SOUTHEAST OF A WITNESS POST, A DISK IN THE TOP OF A CONCRETE POST
 SN0361'PROJECTING 0.1 FOOT.
 SN0361
 SN0361                          STATION RECOVERY (1968)
 SN0361
 SN0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SN0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0362 ***********************************************************************
 SN0362  DESIGNATION -  B 5 Z RM 3
 SN0362  PID         -  SN0362
 SN0362  STATE/COUNTY-  ND/MCHENRY
 SN0362  USGS QUAD   -  KONGSBERG NE (1958)
 SN0362
 SN0362                         *CURRENT SURVEY CONTROL
 SN0362  ___________________________________________________________________
 SN0362* NAD 83(1986)-  47 55 24.     (N)    100 49 20.     (W)     SCALED    
 SN0362* NAVD 88     -       519.47   (+/-2cm)    1704.3    (feet)  VERTCON   
 SN0362  ___________________________________________________________________
 SN0362  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0362
 SN0362  VERT ORDER  -  THIRD (See Below)
 SN0362
 SN0362.The horizontal coordinates were scaled from a topographic map and have
 SN0362.an estimated accuracy of +/- 6 seconds.
 SN0362
 SN0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0362.The vertical order pertains to the NGVD 29 superseded value.
 SN0362
 SN0362.The geoid height was determined by GEOID03.
 SN0362
 SN0362;                    North         East    Units  Estimated Accuracy
 SN0362;SPC ND N     -   102,710.      575,920.      MT  (+/- 180 meters Scaled)
 SN0362
 SN0362                          SUPERSEDED SURVEY CONTROL
 SN0362
 SN0362  NGVD 29 (11/04/04)  519.09   (m)         1703.0    (f) RESET       3  
 SN0362
 SN0362.Superseded values are not recommended for survey control.
 SN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0362.See file dsdata.txt to determine how the superseded data were derived.
 SN0362
 SN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU638093(NAD 83)
 SN0362_MARKER: DB = BENCH MARK DISK
 SN0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0362_STAMPING: B5Z 1962 NO. 3 1968
 SN0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0362+STABILITY: SURFACE MOTION
 SN0362
 SN0362  HISTORY     - Date     Condition        Report By
 SN0362  HISTORY     - 1968     MONUMENTED       CGS
 SN0362
 SN0362                          STATION DESCRIPTION
 SN0362
 SN0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SN0362'8.0 MI SE FROM VOLTAIRE.
 SN0362'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 SN0362'VOLTAIRE TO U.S. HIGHWAY 52, THENCE SOUTH ALONG A GRAVELED ROAD 5.7
 SN0362'MILE, THENCE EAST ALONG A GRAVELED ROAD 1.0 MILE, THENCE SOUTH ALONG A
 SN0362'GRAVELED ROAD 0.8 MILE, 22.23 FEET SOUTH-SOUTHWEST OF TRIANGULATION
 SN0362'STATION B5Z 1962, 45 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 SN0362'GRAVELED ROAD, 21.5 FEET SOUTH OF A POWERLINE POLE WITH A TRANSFORMER,
 SN0362'1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE
 SN0362'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0363 ***********************************************************************
 SN0363  DESIGNATION -  B 5 Z RM 4
 SN0363  PID         -  SN0363
 SN0363  STATE/COUNTY-  ND/MCHENRY
 SN0363  USGS QUAD   -  KONGSBERG NE (1958)
 SN0363
 SN0363                         *CURRENT SURVEY CONTROL
 SN0363  ___________________________________________________________________
 SN0363* NAD 83(1986)-  47 55 24.     (N)    100 49 18.     (W)     SCALED    
 SN0363* NAVD 88     -       518.12   (+/-2cm)    1699.9    (feet)  VERTCON   
 SN0363  ___________________________________________________________________
 SN0363  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0363
 SN0363  VERT ORDER  -  THIRD (See Below)
 SN0363
 SN0363.The horizontal coordinates were scaled from a topographic map and have
 SN0363.an estimated accuracy of +/- 6 seconds.
 SN0363
 SN0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0363.The vertical order pertains to the NGVD 29 superseded value.
 SN0363
 SN0363.The geoid height was determined by GEOID03.
 SN0363
 SN0363;                    North         East    Units  Estimated Accuracy
 SN0363;SPC ND N     -   102,710.      575,960.      MT  (+/- 180 meters Scaled)
 SN0363
 SN0363                          SUPERSEDED SURVEY CONTROL
 SN0363
 SN0363  NGVD 29 (11/04/04)  517.73   (m)         1698.6    (f) RESET       3  
 SN0363
 SN0363.Superseded values are not recommended for survey control.
 SN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0363.See file dsdata.txt to determine how the superseded data were derived.
 SN0363
 SN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU639093(NAD 83)
 SN0363_MARKER: DR = REFERENCE MARK DISK
 SN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0363_STAMPING: B5Z 1962 NO. 4 1968
 SN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0363+STABILITY: SURFACE MOTION
 SN0363
 SN0363  HISTORY     - Date     Condition        Report By
 SN0363  HISTORY     - 1968     MONUMENTED       CGS
 SN0363
 SN0363                          STATION DESCRIPTION
 SN0363
 SN0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SN0363'8.0 MI S FROM VOLTAIRE.
 SN0363'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 SN0363'VOLTAIRE TO U.S. HIGHWAY 52, THENCE SOUTH ALONG A GRAVELED ROAD 5.7
 SN0363'MILES, THENCE EAST ALONG A GRAVELED ROAD 1.0 MILE, THENCE SOUTH ALONG
 SN0363'A GRAVELED ROAD 0.8 MILE, 210.71 FEET NORTH OF TRIANGULATION STATION
 SN0363'B5Z 1962, 48 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET
 SN0363'SOUTH OF A POWERLINE POLE, AND SET IN THE TOP OF A SQUARE CONCRETE
 SN0363'POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0432 ***********************************************************************
 RP0432  DESIGNATION -  B 50
 RP0432  PID         -  RP0432
 RP0432  STATE/COUNTY-  ND/CASS
 RP0432  USGS QUAD   -  CASSELTON (1961)
 RP0432
 RP0432                         *CURRENT SURVEY CONTROL
 RP0432  ___________________________________________________________________
 RP0432* NAD 83(1986)-  46 56 03.     (N)    097 13 13.     (W)     SCALED    
 RP0432* NAVD 88     -       287.020  (meters)     941.66   (feet)  ADJUSTED  
 RP0432  ___________________________________________________________________
 RP0432  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 RP0432  DYNAMIC HT  -         287.051 (meters)     941.77  (feet)  COMP
 RP0432  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 RP0432
 RP0432  VERT ORDER  -  SECOND    CLASS 0
 RP0432
 RP0432.The horizontal coordinates were scaled from a topographic map and have
 RP0432.an estimated accuracy of +/- 6 seconds.
 RP0432
 RP0432.The orthometric height was determined by differential leveling
 RP0432.and adjusted by the National Geodetic Survey in June 1991..
 RP0432
 RP0432.The geoid height was determined by GEOID03.
 RP0432
 RP0432.The dynamic height is computed by dividing the NAVD 88
 RP0432.geopotential number by the normal gravity value computed on the
 RP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0432.degrees latitude (g = 980.6199 gals.).
 RP0432
 RP0432.The modeled gravity was interpolated from observed gravity values.
 RP0432
 RP0432;                    North         East    Units  Estimated Accuracy
 RP0432;SPC ND S     -   146,100.      849,660.      MT  (+/- 180 meters Scaled)
 RP0432
 RP0432                          SUPERSEDED SURVEY CONTROL
 RP0432
 RP0432  NGVD 29 (??/??/92)  286.723  (m)          940.69   (f) ADJ UNCH    2 0
 RP0432
 RP0432.Superseded values are not recommended for survey control.
 RP0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0432.See file dsdata.txt to determine how the superseded data were derived.
 RP0432
 RP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS354993(NAD 83)
 RP0432_MARKER: DB = BENCH MARK DISK
 RP0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0432_STAMPING: B 50 1934
 RP0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0432+STABILITY: SURFACE MOTION
 RP0432
 RP0432  HISTORY     - Date     Condition        Report By
 RP0432  HISTORY     - 1934     MONUMENTED       CGS
 RP0432  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0432
 RP0432                          STATION DESCRIPTION
 RP0432
 RP0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0432'2.3 MI N FROM CASSELTON.
 RP0432'2.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0432'CASSELTON, CASS COUNTY, 0.3 MILE NORTH OF THE CENTERLINE OF THE ROAD,
 RP0432'39 FEET EAST OF THE EAST RAIL, AND 32 FEET WEST OF THE CENTERLINE OF
 RP0432'STATE HIGHWAY 18.  A STANDARD DISK, STAMPED B 50 1934 AND SET IN THE
 RP0432'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RP0432
 RP0432                          STATION RECOVERY (1982)
 RP0432
 RP0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0723 ***********************************************************************
 RR0723  DESIGNATION -  B 501
 RR0723  PID         -  RR0723
 RR0723  STATE/COUNTY-  ND/MORTON
 RR0723  USGS QUAD   -  NEW SALEM (1980)
 RR0723
 RR0723                         *CURRENT SURVEY CONTROL
 RR0723  ___________________________________________________________________
 RR0723* NAD 83(1986)-  46 48 15.     (N)    101 23 08.     (W)     SCALED    
 RR0723* NAVD 88     -       666.875  (meters)    2187.91   (feet)  ADJUSTED  
 RR0723  ___________________________________________________________________
 RR0723  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RR0723  DYNAMIC HT  -         666.875 (meters)    2187.91  (feet)  COMP
 RR0723  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RR0723
 RR0723  VERT ORDER  -  FIRST     CLASS II
 RR0723
 RR0723.The horizontal coordinates were scaled from a topographic map and have
 RR0723.an estimated accuracy of +/- 6 seconds.
 RR0723
 RR0723.The orthometric height was determined by differential leveling
 RR0723.and adjusted by the National Geodetic Survey in June 1991..
 RR0723
 RR0723.The geoid height was determined by GEOID03.
 RR0723
 RR0723.The dynamic height is computed by dividing the NAVD 88
 RR0723.geopotential number by the normal gravity value computed on the
 RR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0723.degrees latitude (g = 980.6199 gals.).
 RR0723
 RR0723.The modeled gravity was interpolated from observed gravity values.
 RR0723
 RR0723;                    North         East    Units  Estimated Accuracy
 RR0723;SPC ND S     -   126,820.      532,410.      MT  (+/- 180 meters Scaled)
 RR0723
 RR0723                          SUPERSEDED SURVEY CONTROL
 RR0723
 RR0723.No superseded survey control is available for this station.
 RR0723
 RR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS179861(NAD 83)
 RR0723_MARKER: I = METAL ROD
 RR0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0723_SP_SET: STAINLESS STEEL ROD
 RR0723_STAMPING: B 501 1985
 RR0723_MARK LOGO: NGS   
 RR0723_PROJECTION: FLUSH
 RR0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0723_ROD/PIPE-DEPTH: 4.6  meters
 RR0723
 RR0723  HISTORY     - Date     Condition        Report By
 RR0723  HISTORY     - 1985     MONUMENTED       NGS
 RR0723
 RR0723                          STATION DESCRIPTION
 RR0723
 RR0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0723'5.5 KM (3.4 MI) SOUTH FROM NEW SALEM.
 RR0723'5.5 KM (3.4 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF COUNTY
 RR0723'ROAD 139 IN NEW SALEM, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 RR0723'GRAVEL ROAD, 18.3 METERS (60 FT) WEST OF THE CENTER OF THE ROAD, 16.2
 RR0723'METERS (53 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, 7.6 METERS (25
 RR0723'FT) EAST OF A POWER POLE WITH A TRANSFORMER AND 1.0 METER (3.3 FT)
 RR0723'NORTH OF A DOUBLE GUYED POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 RR0723'HAD THROUGH A 5-INCH LOGO CAP.
 RR0723'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RR0723'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0747 ***********************************************************************
 RR0747  DESIGNATION -  B 502
 RR0747  PID         -  RR0747
 RR0747  STATE/COUNTY-  ND/GRANT
 RR0747  USGS QUAD   -  RALEIGH (1980)
 RR0747
 RR0747                         *CURRENT SURVEY CONTROL
 RR0747  ___________________________________________________________________
 RR0747* NAD 83(1986)-  46 22 02.     (N)    101 17 55.     (W)     SCALED    
 RR0747* NAVD 88     -       627.566  (meters)    2058.94   (feet)  ADJUSTED  
 RR0747  ___________________________________________________________________
 RR0747  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 RR0747  DYNAMIC HT  -         627.545 (meters)    2058.87  (feet)  COMP
 RR0747  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 RR0747
 RR0747  VERT ORDER  -  FIRST     CLASS II
 RR0747
 RR0747.The horizontal coordinates were scaled from a topographic map and have
 RR0747.an estimated accuracy of +/- 6 seconds.
 RR0747
 RR0747.The orthometric height was determined by differential leveling
 RR0747.and adjusted by the National Geodetic Survey in June 1991..
 RR0747
 RR0747.The geoid height was determined by GEOID03.
 RR0747
 RR0747.The dynamic height is computed by dividing the NAVD 88
 RR0747.geopotential number by the normal gravity value computed on the
 RR0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0747.degrees latitude (g = 980.6199 gals.).
 RR0747
 RR0747.The modeled gravity was interpolated from observed gravity values.
 RR0747
 RR0747;                    North         East    Units  Estimated Accuracy
 RR0747;SPC ND S     -    78,180.      538,550.      MT  (+/- 180 meters Scaled)
 RR0747
 RR0747                          SUPERSEDED SURVEY CONTROL
 RR0747
 RR0747.No superseded survey control is available for this station.
 RR0747
 RR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS231374(NAD 83)
 RR0747_MARKER: I = METAL ROD
 RR0747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0747_SP_SET: STAINLESS STEEL ROD
 RR0747_STAMPING: B 502 1985
 RR0747_MARK LOGO: NGS   
 RR0747_PROJECTION: FLUSH
 RR0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0747_ROD/PIPE-DEPTH: 7.3  meters
 RR0747
 RR0747  HISTORY     - Date     Condition        Report By
 RR0747  HISTORY     - 1985     MONUMENTED       NGS
 RR0747
 RR0747                          STATION DESCRIPTION
 RR0747
 RR0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0747'1.1 KM (0.7 MI) NORTH FROM RALEIGH.
 RR0747'1.1 KM (0.7 MI) NORTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0747'STREET IN RALEIGH, 0.32 KM (0.2 MI) SOUTH OF MILEPOST 30, 43.3 METERS
 RR0747'(142 FT) EAST OF THE HIGHWAY CENTERLINE, 8.8 METERS (29 FT) SOUTH OF
 RR0747'THE CENTER OF A WIRE GATE, 2.9 METERS (9.6 FT) SOUTH OF A WHITE WOODEN
 RR0747'RIGHT-OF-WAY POST, 12.4 METERS (40.6 FT) EAST OF A WHITE WOODEN
 RR0747'RIGHT-OF-WAY POST AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY FENCE.
 RR0747'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0747'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RR0747'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0643 ***********************************************************************
 QQ0643  DESIGNATION -  B 504
 QQ0643  PID         -  QQ0643
 QQ0643  STATE/COUNTY-  ND/RICHLAND
 QQ0643  USGS QUAD   -  NEW EFFINGTON NE (1972)
 QQ0643
 QQ0643                         *CURRENT SURVEY CONTROL
 QQ0643  ___________________________________________________________________
 QQ0643* NAD 83(1986)-  45 57 32.     (N)    096 50 07.     (W)     SCALED    
 QQ0643* NAVD 88     -       328.509  (meters)    1077.78   (feet)  ADJUSTED  
 QQ0643  ___________________________________________________________________
 QQ0643  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 QQ0643  DYNAMIC HT  -         328.508 (meters)    1077.78  (feet)  COMP
 QQ0643  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 QQ0643
 QQ0643  VERT ORDER  -  FIRST     CLASS II
 QQ0643
 QQ0643.The horizontal coordinates were scaled from a topographic map and have
 QQ0643.an estimated accuracy of +/- 6 seconds.
 QQ0643
 QQ0643.The orthometric height was determined by differential leveling
 QQ0643.and adjusted by the National Geodetic Survey in June 1991..
 QQ0643
 QQ0643.The geoid height was determined by GEOID03.
 QQ0643
 QQ0643.The dynamic height is computed by dividing the NAVD 88
 QQ0643.geopotential number by the normal gravity value computed on the
 QQ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0643.degrees latitude (g = 980.6199 gals.).
 QQ0643
 QQ0643.The modeled gravity was interpolated from observed gravity values.
 QQ0643
 QQ0643;                    North         East    Units  Estimated Accuracy
 QQ0643;SPC ND S     -    39,110.      884,000.      MT  (+/- 180 meters Scaled)
 QQ0643
 QQ0643                          SUPERSEDED SURVEY CONTROL
 QQ0643
 QQ0643.No superseded survey control is available for this station.
 QQ0643
 QQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR677917(NAD 83)
 QQ0643_MARKER: I = METAL ROD
 QQ0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QQ0643_SP_SET: STAINLESS STEEL ROD
 QQ0643_STAMPING: B 504 1990
 QQ0643_MARK LOGO: NGS   
 QQ0643_PROJECTION: FLUSH
 QQ0643_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0643+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QQ0643_ROD/PIPE-DEPTH: 18.0 meters
 QQ0643
 QQ0643  HISTORY     - Date     Condition        Report By
 QQ0643  HISTORY     - 1990     MONUMENTED       NGS
 QQ0643
 QQ0643                          STATION DESCRIPTION
 QQ0643
 QQ0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0643'4.6 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 QQ0643'COUNTY ROAD 1 IN HANKINSON, THENCE 10.5 KM (6.5 MI) SOUTHERLY ALONG
 QQ0643'INTERSTATE HIGHWAY 29, 0.7 KM (0.4 MI) SOUTH OF THE INTERSECTION OF
 QQ0643'COUNTY ROAD 22, 44.5 M (146.0 FT) EAST OF THE CENTERLINE OF THE
 QQ0643'NORTHBOUND LANES OF THE HIGHWAY, 7.4 M (24.3 FT) SOUTH OF THE MOST
 QQ0643'SOUTHERLY OF 3 FENCE BRACE POSTS, 2.0 M (6.6 FT) BELOW THE LEVEL OF
 QQ0643'THE HIGHWAY, AND 0.9 M (3.0 FT) WEST OF A WITNESS POST AND FENCE.
 QQ0643'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1177 ***********************************************************************
 RP1177  DESIGNATION -  B 505
 RP1177  PID         -  RP1177
 RP1177  STATE/COUNTY-  ND/RICHLAND
 RP1177  USGS QUAD   -  DWIGHT (1979)
 RP1177
 RP1177                         *CURRENT SURVEY CONTROL
 RP1177  ___________________________________________________________________
 RP1177* NAD 83(1986)-  46 15 41.     (N)    096 39 24.     (W)     SCALED    
 RP1177* NAVD 88     -       291.941  (meters)     957.81   (feet)  ADJUSTED  
 RP1177  ___________________________________________________________________
 RP1177  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RP1177  DYNAMIC HT  -         291.945 (meters)     957.82  (feet)  COMP
 RP1177  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 RP1177
 RP1177  VERT ORDER  -  FIRST     CLASS II
 RP1177
 RP1177.The horizontal coordinates were scaled from a topographic map and have
 RP1177.an estimated accuracy of +/- 6 seconds.
 RP1177
 RP1177.The orthometric height was determined by differential leveling
 RP1177.and adjusted by the National Geodetic Survey in June 1991..
 RP1177
 RP1177.The geoid height was determined by GEOID03.
 RP1177
 RP1177.The dynamic height is computed by dividing the NAVD 88
 RP1177.geopotential number by the normal gravity value computed on the
 RP1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1177.degrees latitude (g = 980.6199 gals.).
 RP1177
 RP1177.The modeled gravity was interpolated from observed gravity values.
 RP1177
 RP1177;                    North         East    Units  Estimated Accuracy
 RP1177;SPC ND S     -    73,360.      896,190.      MT  (+/- 180 meters Scaled)
 RP1177
 RP1177                          SUPERSEDED SURVEY CONTROL
 RP1177
 RP1177.No superseded survey control is available for this station.
 RP1177
 RP1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS805257(NAD 83)
 RP1177_MARKER: I = METAL ROD
 RP1177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1177_SP_SET: STAINLESS STEEL ROD
 RP1177_STAMPING: B 505 1990
 RP1177_MARK LOGO: NGS   
 RP1177_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1177_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1177+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1177_ROD/PIPE-DEPTH: 9.7  meters
 RP1177
 RP1177  HISTORY     - Date     Condition        Report By
 RP1177  HISTORY     - 1990     MONUMENTED       NGS
 RP1177
 RP1177                          STATION DESCRIPTION
 RP1177
 RP1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1177'3.5 KM (2.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1177'STATE HIGHWAY 127 IN WAHPETON, 43.5 M (142.7 FT) EAST OF THE
 RP1177'CENTERLINE OF A COUNTY ROAD, 30.2 M (99.1 FT) NORTH OF THE CENTERLINE
 RP1177'OF THE WESTBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A
 RP1177'WITNESS POST AND RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) BELOW THE
 RP1177'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 RP1177'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1140 ***********************************************************************
 RP1140  DESIGNATION -  B 506
 RP1140  PID         -  RP1140
 RP1140  STATE/COUNTY-  ND/CASS
 RP1140  USGS QUAD   -  FARGO SOUTH (1993)
 RP1140
 RP1140                         *CURRENT SURVEY CONTROL
 RP1140  ___________________________________________________________________
 RP1140* NAD 83(1986)-  46 50 04.     (N)    096 48 01.     (W)     SCALED    
 RP1140* NAVD 88     -       277.341  (meters)     909.91   (feet)  ADJUSTED  
 RP1140  ___________________________________________________________________
 RP1140  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1140  DYNAMIC HT  -         277.363 (meters)     909.98  (feet)  COMP
 RP1140  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 RP1140
 RP1140  VERT ORDER  -  FIRST     CLASS II
 RP1140
 RP1140.The horizontal coordinates were scaled from a topographic map and have
 RP1140.an estimated accuracy of +/- 6 seconds.
 RP1140
 RP1140.The orthometric height was determined by differential leveling
 RP1140.and adjusted by the National Geodetic Survey in June 1991..
 RP1140
 RP1140.The geoid height was determined by GEOID03.
 RP1140
 RP1140.The dynamic height is computed by dividing the NAVD 88
 RP1140.geopotential number by the normal gravity value computed on the
 RP1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1140.degrees latitude (g = 980.6199 gals.).
 RP1140
 RP1140.The modeled gravity was interpolated from observed gravity values.
 RP1140
 RP1140;                    North         East    Units  Estimated Accuracy
 RP1140;SPC ND S     -   136,450.      882,130.      MT  (+/- 180 meters Scaled)
 RP1140
 RP1140                          SUPERSEDED SURVEY CONTROL
 RP1140
 RP1140.No superseded survey control is available for this station.
 RP1140
 RP1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS677891(NAD 83)
 RP1140_MARKER: DV = VERTICAL CONTROL DISK
 RP1140_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RP1140_SP_SET: BUILDING
 RP1140_STAMPING: B 506 1990
 RP1140_MARK LOGO: NGS   
 RP1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP1140+STABILITY: POSITION/ELEVATION WELL
 RP1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1140+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1140
 RP1140  HISTORY     - Date     Condition        Report By
 RP1140  HISTORY     - 1990     MONUMENTED       NGS
 RP1140
 RP1140                          STATION DESCRIPTION
 RP1140
 RP1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1140'IN FARGO, AT 3001 SOUTH UNIVERSITY DRIVE, SET VERTICALLY IN THE NORTH
 RP1140'FACE OF THE MAINTENANCE ENGINEERING LIMITED BUILDING AT 3001 SOUTH
 RP1140'UNIVERSITY DRIVE, 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE, AND 0.5 M
 RP1140'(1.6 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0430 ***********************************************************************
 SL0430  DESIGNATION -  B 51
 SL0430  PID         -  SL0430
 SL0430  STATE/COUNTY-  ND/TRAILL
 SL0430  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0430
 SL0430                         *CURRENT SURVEY CONTROL
 SL0430  ___________________________________________________________________
 SL0430* NAD 83(1986)-  47 33 39.     (N)    097 22 09.     (W)     SCALED    
 SL0430* NAVD 88     -       306.972  (meters)    1007.12   (feet)  ADJUSTED  
 SL0430  ___________________________________________________________________
 SL0430  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL0430  DYNAMIC HT  -         307.013 (meters)    1007.26  (feet)  COMP
 SL0430  MODELED GRAV-     980,736.8   (mgal)                       NAVD 88
 SL0430
 SL0430  VERT ORDER  -  SECOND    CLASS 0
 SL0430
 SL0430.The horizontal coordinates were scaled from a topographic map and have
 SL0430.an estimated accuracy of +/- 6 seconds.
 SL0430
 SL0430.The orthometric height was determined by differential leveling
 SL0430.and adjusted by the National Geodetic Survey in June 1991..
 SL0430
 SL0430.The geoid height was determined by GEOID03.
 SL0430
 SL0430.The dynamic height is computed by dividing the NAVD 88
 SL0430.geopotential number by the normal gravity value computed on the
 SL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0430.degrees latitude (g = 980.6199 gals.).
 SL0430
 SL0430.The modeled gravity was interpolated from observed gravity values.
 SL0430
 SL0430;                    North         East    Units  Estimated Accuracy
 SL0430;SPC ND N     -    67,140.      835,550.      MT  (+/- 180 meters Scaled)
 SL0430
 SL0430                          SUPERSEDED SURVEY CONTROL
 SL0430
 SL0430  NGVD 29 (??/??/92)  306.605  (m)         1005.92   (f) ADJ UNCH    2 0
 SL0430
 SL0430.Superseded values are not recommended for survey control.
 SL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0430.See file dsdata.txt to determine how the superseded data were derived.
 SL0430
 SL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT226687(NAD 83)
 SL0430_MARKER: DB = BENCH MARK DISK
 SL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0430_STAMPING: B-51 -- 1934
 SL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0430+STABILITY: SURFACE MOTION
 SL0430
 SL0430  HISTORY     - Date     Condition        Report By
 SL0430  HISTORY     - 1934     MONUMENTED       CGS
 SL0430
 SL0430                          STATION DESCRIPTION
 SL0430
 SL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0430'4.6 MI NW FROM MAYVILLE.
 SL0430'4.6 MILES NORTHWEST OF THE G.N.R. STATION AT MAYVILLE.  AT THE
 SL0430'JUNCTION OF THE G.N.R. TO PORTLAND.  90 YDS. SOUTHEAST OF JUNCTION
 SL0430'SWITCH.  13.7 FT. EAST OF EAST RAIL OF TRACK TO PORTLAND.  11.6 FT.
 SL0430'WEST OF WEST RAIL OF TRACK TO MAYVILLE.  STANDARD TABLET SET IN TOP OF
 SL0430'CONCRETE POST 6 IN. HIGH.  A STANDARD DISK STAMPED B 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0900 ***********************************************************************
 SL0900  DESIGNATION -  B 52
 SL0900  PID         -  SL0900
 SL0900  STATE/COUNTY-  ND/STEELE
 SL0900  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0900
 SL0900                         *CURRENT SURVEY CONTROL
 SL0900  ___________________________________________________________________
 SL0900* NAD 83(1986)-  47 31 38.     (N)    097 37 22.     (W)     SCALED    
 SL0900* NAVD 88     -       337.856  (meters)    1108.45   (feet)  ADJUSTED  
 SL0900  ___________________________________________________________________
 SL0900  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 SL0900  DYNAMIC HT  -         337.898 (meters)    1108.59  (feet)  COMP
 SL0900  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 SL0900
 SL0900  VERT ORDER  -  SECOND    CLASS 0
 SL0900
 SL0900.The horizontal coordinates were scaled from a topographic map and have
 SL0900.an estimated accuracy of +/- 6 seconds.
 SL0900
 SL0900.The orthometric height was determined by differential leveling
 SL0900.and adjusted by the National Geodetic Survey in June 1991..
 SL0900
 SL0900.The geoid height was determined by GEOID03.
 SL0900
 SL0900.The dynamic height is computed by dividing the NAVD 88
 SL0900.geopotential number by the normal gravity value computed on the
 SL0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0900.degrees latitude (g = 980.6199 gals.).
 SL0900
 SL0900.The modeled gravity was interpolated from observed gravity values.
 SL0900
 SL0900;                    North         East    Units  Estimated Accuracy
 SL0900;SPC ND N     -    62,670.      816,610.      MT  (+/- 180 meters Scaled)
 SL0900
 SL0900                          SUPERSEDED SURVEY CONTROL
 SL0900
 SL0900  NGVD 29 (??/??/92)  337.506  (m)         1107.30   (f) ADJ UNCH    2 0
 SL0900
 SL0900.Superseded values are not recommended for survey control.
 SL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0900.See file dsdata.txt to determine how the superseded data were derived.
 SL0900
 SL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT036646(NAD 83)
 SL0900_MARKER: DB = BENCH MARK DISK
 SL0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0900_STAMPING: B-52 -- 1934
 SL0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0900+STABILITY: SURFACE MOTION
 SL0900
 SL0900  HISTORY     - Date     Condition        Report By
 SL0900  HISTORY     - 1934     MONUMENTED       CGS
 SL0900  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0900
 SL0900                          STATION DESCRIPTION
 SL0900
 SL0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0900'10.4 MI E FROM FINLEY.
 SL0900'IS LOCATED 10.4 MILES EAST OF THE STEELE COUNTY COURT HOUSE AT FINLEY.
 SL0900'48 YDS. WEST OF CENTERLINE OF A SECTION ROAD THAT CROSSES HY. AT WEST
 SL0900'END OF A FILL ON HIGHWAY AND AT FOOT OF HILL THAT RISES TO THE WEST.
 SL0900'35 1/2 FT. SOUTH OF CENTERLINE OF HY.  1 FT. NORTH OF WIRE FENCE.
 SL0900'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN. HIGH.
 SL0900
 SL0900                          STATION RECOVERY (1963)
 SL0900
 SL0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0396 ***********************************************************************
 SM0396  DESIGNATION -  B 53
 SM0396  PID         -  SM0396
 SM0396  STATE/COUNTY-  ND/BARNES
 SM0396  USGS QUAD   -  ROGERS (1961)
 SM0396
 SM0396                         *CURRENT SURVEY CONTROL
 SM0396  ___________________________________________________________________
 SM0396* NAD 83(1986)-  47 04 21.     (N)    098 11 58.     (W)     SCALED    
 SM0396* NAVD 88     -       434.799  (meters)    1426.50   (feet)  ADJUSTED  
 SM0396  ___________________________________________________________________
 SM0396  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SM0396  DYNAMIC HT  -         434.826 (meters)    1426.59  (feet)  COMP
 SM0396  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 SM0396
 SM0396  VERT ORDER  -  SECOND    CLASS 0
 SM0396
 SM0396.The horizontal coordinates were scaled from a topographic map and have
 SM0396.an estimated accuracy of +/- 6 seconds.
 SM0396
 SM0396.The orthometric height was determined by differential leveling
 SM0396.and adjusted by the National Geodetic Survey in June 1991..
 SM0396
 SM0396.The geoid height was determined by GEOID03.
 SM0396
 SM0396.The dynamic height is computed by dividing the NAVD 88
 SM0396.geopotential number by the normal gravity value computed on the
 SM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0396.degrees latitude (g = 980.6199 gals.).
 SM0396
 SM0396.The modeled gravity was interpolated from observed gravity values.
 SM0396
 SM0396;                    North         East    Units  Estimated Accuracy
 SM0396;SPC ND S     -   158,830.      774,700.      MT  (+/- 180 meters Scaled)
 SM0396
 SM0396                          SUPERSEDED SURVEY CONTROL
 SM0396
 SM0396  NGVD 29 (??/??/92)  434.44   (m)         1425.3    (f) COMPUTED    2 0
 SM0396
 SM0396.Superseded values are not recommended for survey control.
 SM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0396.See file dsdata.txt to determine how the superseded data were derived.
 SM0396
 SM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT607135(NAD 83)
 SM0396_MARKER: DB = BENCH MARK DISK
 SM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0396_STAMPING: B 53 1934
 SM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0396+STABILITY: SURFACE MOTION
 SM0396
 SM0396  HISTORY     - Date     Condition        Report By
 SM0396  HISTORY     - 1934     MONUMENTED       CGS
 SM0396  HISTORY     - 1961     GOOD             NGS
 SM0396
 SM0396                          STATION DESCRIPTION
 SM0396
 SM0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0396'IN ROGERS.
 SM0396'AT ROGERS, BARNES COUNTY, 64.9 FEET NORTHWEST OF THE WEST CORNER OF
 SM0396'THE NORTHERN PACIFIC RAILWAY STATION, 49.7 FEET SOUTHWEST OF THE
 SM0396'CROSSING OF THE SOO LINE RAILROAD, AND 40.5 FEET WEST OF THE
 SM0396'CENTERLINE OF THE N.P. RY. TRACK.  A STANDARD DISK, STAMPED B 53 1934
 SM0396'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 SM0396'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0865 ***********************************************************************
 SL0865  DESIGNATION -  B 54
 SL0865  PID         -  SL0865
 SL0865  STATE/COUNTY-  ND/NELSON
 SL0865  USGS QUAD   -  ANETA (1967)
 SL0865
 SL0865                         *CURRENT SURVEY CONTROL
 SL0865  ___________________________________________________________________
 SL0865* NAD 83(1986)-  47 40 20.     (N)    097 59 20.     (W)     SCALED    
 SL0865* NAVD 88     -       460.276  (meters)    1510.09   (feet)  ADJUSTED  
 SL0865  ___________________________________________________________________
 SL0865  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SL0865  DYNAMIC HT  -         460.334 (meters)    1510.28  (feet)  COMP
 SL0865  MODELED GRAV-     980,724.8   (mgal)                       NAVD 88
 SL0865
 SL0865  VERT ORDER  -  SECOND    CLASS 0
 SL0865
 SL0865.The horizontal coordinates were scaled from a topographic map and have
 SL0865.an estimated accuracy of +/- 6 seconds.
 SL0865
 SL0865.The orthometric height was determined by differential leveling
 SL0865.and adjusted by the National Geodetic Survey in June 1991..
 SL0865
 SL0865.The geoid height was determined by GEOID03.
 SL0865
 SL0865.The dynamic height is computed by dividing the NAVD 88
 SL0865.geopotential number by the normal gravity value computed on the
 SL0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0865.degrees latitude (g = 980.6199 gals.).
 SL0865
 SL0865.The modeled gravity was interpolated from observed gravity values.
 SL0865
 SL0865;                    North         East    Units  Estimated Accuracy
 SL0865;SPC ND N     -    77,810.      788,540.      MT  (+/- 180 meters Scaled)
 SL0865
 SL0865                          SUPERSEDED SURVEY CONTROL
 SL0865
 SL0865  NGVD 29 (??/??/92)  459.90   (m)         1508.9    (f) COMPUTED    2 0
 SL0865
 SL0865.Superseded values are not recommended for survey control.
 SL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0865.See file dsdata.txt to determine how the superseded data were derived.
 SL0865
 SL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT759803(NAD 83)
 SL0865_MARKER: DB = BENCH MARK DISK
 SL0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0865_STAMPING: B-54 -- 1934
 SL0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0865+STABILITY: SURFACE MOTION
 SL0865
 SL0865  HISTORY     - Date     Condition        Report By
 SL0865  HISTORY     - 1934     MONUMENTED       CGS
 SL0865  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0865
 SL0865                          STATION DESCRIPTION
 SL0865
 SL0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0865'0.5 MI S FROM ANETA.
 SL0865'0.5 MILES SOUTH OF ANETA CITY AUDITORIUM 80 FT. NORTHEAST OF FORK IN
 SL0865'ROAD.  39 FT. NORTH OF CENTER OF GRADED ROAD.  35 FT. SOUTHEAST OF
 SL0865'CENTER OF STATE HIGHWAY NO. 45 CURVE.  STANDARD TABLET SET IN TOP OF
 SL0865'CONCRETE POST 5 IN. ABOVE GROUND.
 SL0865
 SL0865                          STATION RECOVERY (1963)
 SL0865
 SL0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0325 ***********************************************************************
 TE0325  DESIGNATION -  B 55
 TE0325  PID         -  TE0325
 TE0325  STATE/COUNTY-  ND/NELSON
 TE0325  USGS QUAD   -  LAKOTA (1983)
 TE0325
 TE0325                         *CURRENT SURVEY CONTROL
 TE0325  ___________________________________________________________________
 TE0325* NAD 83(1986)-  48 03 52.     (N)    098 21 26.     (W)     SCALED    
 TE0325* NAVD 88     -       459.614  (meters)    1507.92   (feet)  ADJUSTED  
 TE0325  ___________________________________________________________________
 TE0325  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0325  DYNAMIC HT  -         459.691 (meters)    1508.17  (feet)  COMP
 TE0325  MODELED GRAV-     980,763.2   (mgal)                       NAVD 88
 TE0325
 TE0325  VERT ORDER  -  SECOND    CLASS 0
 TE0325
 TE0325.The horizontal coordinates were scaled from a topographic map and have
 TE0325.an estimated accuracy of +/- 6 seconds.
 TE0325
 TE0325.The orthometric height was determined by differential leveling
 TE0325.and adjusted by the National Geodetic Survey in June 1991..
 TE0325
 TE0325.The geoid height was determined by GEOID03.
 TE0325
 TE0325.The dynamic height is computed by dividing the NAVD 88
 TE0325.geopotential number by the normal gravity value computed on the
 TE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0325.degrees latitude (g = 980.6199 gals.).
 TE0325
 TE0325.The modeled gravity was interpolated from observed gravity values.
 TE0325
 TE0325;                    North         East    Units  Estimated Accuracy
 TE0325;SPC ND N     -   120,570.      759,680.      MT  (+/- 180 meters Scaled)
 TE0325
 TE0325                          SUPERSEDED SURVEY CONTROL
 TE0325
 TE0325  NGVD 29 (??/??/92)  459.24   (m)         1506.7    (f) COMPUTED    2 0
 TE0325
 TE0325.Superseded values are not recommended for survey control.
 TE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0325.See file dsdata.txt to determine how the superseded data were derived.
 TE0325
 TE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478236(NAD 83)
 TE0325_MARKER: DB = BENCH MARK DISK
 TE0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0325_STAMPING: B 55 1934
 TE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0325+STABILITY: SURFACE MOTION
 TE0325
 TE0325  HISTORY     - Date     Condition        Report By
 TE0325  HISTORY     - 1934     MONUMENTED       CGS
 TE0325  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0325
 TE0325                          STATION DESCRIPTION
 TE0325
 TE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0325'1.8 MI N FROM LAKOTA.
 TE0325'1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE JUNCTION AT
 TE0325'LAKOTA, NELSON COUNTY, 6 POLES SOUTH OF MILEPOST 2, 135 FEET NORTH OF
 TE0325'THE CENTER OF A ROAD CROSSING, AND 38.3 FEET WEST OF THE WEST RAIL. A
 TE0325'STANDARD DISK, STAMPED B 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0325'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0934 ***********************************************************************
 TE0934  DESIGNATION -  B 56
 TE0934  PID         -  TE0934
 TE0934  STATE/COUNTY-  ND/CAVALIER
 TE0934  USGS QUAD   -  HAMPDEN (1970)
 TE0934
 TE0934                         *CURRENT SURVEY CONTROL
 TE0934  ___________________________________________________________________
 TE0934* NAD 83(1986)-  48 32 41.     (N)    098 39 28.     (W)     SCALED    
 TE0934* NAVD 88     -       477.184  (meters)    1565.56   (feet)  ADJUSTED  
 TE0934  ___________________________________________________________________
 TE0934  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 TE0934  DYNAMIC HT  -         477.279 (meters)    1565.87  (feet)  COMP
 TE0934  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TE0934
 TE0934  VERT ORDER  -  SECOND    CLASS 0
 TE0934
 TE0934.The horizontal coordinates were scaled from a topographic map and have
 TE0934.an estimated accuracy of +/- 6 seconds.
 TE0934
 TE0934.The orthometric height was determined by differential leveling
 TE0934.and adjusted by the National Geodetic Survey in June 1991..
 TE0934
 TE0934.The geoid height was determined by GEOID03.
 TE0934
 TE0934.The dynamic height is computed by dividing the NAVD 88
 TE0934.geopotential number by the normal gravity value computed on the
 TE0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0934.degrees latitude (g = 980.6199 gals.).
 TE0934
 TE0934.The modeled gravity was interpolated from observed gravity values.
 TE0934
 TE0934;                    North         East    Units  Estimated Accuracy
 TE0934;SPC ND N     -   173,380.      736,010.      MT  (+/- 180 meters Scaled)
 TE0934
 TE0934                          SUPERSEDED SURVEY CONTROL
 TE0934
 TE0934  NGVD 29 (??/??/92)  476.85   (m)         1564.5    (f) COMPUTED    2 0
 TE0934
 TE0934.Superseded values are not recommended for survey control.
 TE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0934.See file dsdata.txt to determine how the superseded data were derived.
 TE0934
 TE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU252769(NAD 83)
 TE0934_MARKER: DB = BENCH MARK DISK
 TE0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0934_STAMPING: B 56 1934
 TE0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0934+STABILITY: SURFACE MOTION
 TE0934
 TE0934  HISTORY     - Date     Condition        Report By
 TE0934  HISTORY     - 1934     MONUMENTED       CGS
 TE0934  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0934
 TE0934                          STATION DESCRIPTION
 TE0934
 TE0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0934'0.6 MI NW FROM HAMPDEN.
 TE0934'0.6 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0934'AT HAMPDEN, RAMSEY COUNTY, AT A ROAD CROSSING, 32.5 FEET SOUTHWEST OF
 TE0934'THE SOUTHWEST RAIL, 16 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 TE0934'15.5 FEET NORTHEAST OF A LARGE WOODEN GATE.  A STANDARD DISK, STAMPED
 TE0934'B 56 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 TE0934'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1144 ***********************************************************************
 TE1144  DESIGNATION -  B 57
 TE1144  PID         -  TE1144
 TE1144  STATE/COUNTY-  ND/TOWNER
 TE1144  USGS QUAD   -  ROCK LAKE NE (1969)
 TE1144
 TE1144                         *CURRENT SURVEY CONTROL
 TE1144  ___________________________________________________________________
 TE1144* NAD 83(1986)-  48 56 58.     (N)    099 06 37.     (W)     SCALED    
 TE1144* NAVD 88     -       486.094  (meters)    1594.79   (feet)  ADJUSTED  
 TE1144  ___________________________________________________________________
 TE1144  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 TE1144  DYNAMIC HT  -         486.217 (meters)    1595.20  (feet)  COMP
 TE1144  MODELED GRAV-     980,846.7   (mgal)                       NAVD 88
 TE1144
 TE1144  VERT ORDER  -  SECOND    CLASS 0
 TE1144
 TE1144.The horizontal coordinates were scaled from a topographic map and have
 TE1144.an estimated accuracy of +/- 6 seconds.
 TE1144
 TE1144.The orthometric height was determined by differential leveling
 TE1144.and adjusted by the National Geodetic Survey in June 1991..
 TE1144
 TE1144.The geoid height was determined by GEOID03.
 TE1144
 TE1144.The dynamic height is computed by dividing the NAVD 88
 TE1144.geopotential number by the normal gravity value computed on the
 TE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1144.degrees latitude (g = 980.6199 gals.).
 TE1144
 TE1144.The modeled gravity was interpolated from observed gravity values.
 TE1144
 TE1144;                    North         East    Units  Estimated Accuracy
 TE1144;SPC ND N     -   217,670.      701,790.      MT  (+/- 180 meters Scaled)
 TE1144
 TE1144                          SUPERSEDED SURVEY CONTROL
 TE1144
 TE1144  NGVD 29 (??/??/92)  485.687  (m)         1593.46   (f) ADJ UNCH    2 0
 TE1144
 TE1144.Superseded values are not recommended for survey control.
 TE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1144.See file dsdata.txt to determine how the superseded data were derived.
 TE1144
 TE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV919218(NAD 83)
 TE1144_MARKER: DB = BENCH MARK DISK
 TE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1144_STAMPING: B 57 1934
 TE1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1144+STABILITY: SURFACE MOTION
 TE1144
 TE1144  HISTORY     - Date     Condition        Report By
 TE1144  HISTORY     - 1934     MONUMENTED       CGS
 TE1144
 TE1144                          STATION DESCRIPTION
 TE1144
 TE1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1144'5.5 MI W FROM SARLES.
 TE1144'IN TOWNER COUNTY, 5.5 MILES WEST ALONG COUNTY ROAD FROM THE GREAT
 TE1144'NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, IN DASH TOWNSHIP,
 TE1144'AT THE CORNER COMMON TO SECTIONS 7, 8, 17 AND 18, AT A ROAD
 TE1144'INTERSECTION, 39 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TE1144'COUNTY ROAD, 31 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH DIRT
 TE1144'ROAD, AND 5.2 FEET WEST OF A WIRE-FENCE CORNER.  A STANDARD DISK,
 TE1144'STAMPED B 57 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE1144'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0362 ***********************************************************************
 TD0362  DESIGNATION -  B 58
 TD0362  PID         -  TD0362
 TD0362  STATE/COUNTY-  ND/WALSH
 TD0362  USGS QUAD   -  VOSS (1972)
 TD0362
 TD0362                         *CURRENT SURVEY CONTROL
 TD0362  ___________________________________________________________________
 TD0362* NAD 83(1986)-  48 21 16.     (N)    097 23 18.     (W)     SCALED    
 TD0362* NAVD 88     -       252.240  (meters)     827.56   (feet)  ADJUSTED  
 TD0362  ___________________________________________________________________
 TD0362  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 TD0362  DYNAMIC HT  -         252.298 (meters)     827.75  (feet)  COMP
 TD0362  MODELED GRAV-     980,836.8   (mgal)                       NAVD 88
 TD0362
 TD0362  VERT ORDER  -  SECOND    CLASS 0
 TD0362
 TD0362.The horizontal coordinates were scaled from a topographic map and have
 TD0362.an estimated accuracy of +/- 6 seconds.
 TD0362
 TD0362.The orthometric height was determined by differential leveling
 TD0362.and adjusted by the National Geodetic Survey in June 1991..
 TD0362
 TD0362.The geoid height was determined by GEOID03.
 TD0362
 TD0362.The dynamic height is computed by dividing the NAVD 88
 TD0362.geopotential number by the normal gravity value computed on the
 TD0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0362.degrees latitude (g = 980.6199 gals.).
 TD0362
 TD0362.The modeled gravity was interpolated from observed gravity values.
 TD0362
 TD0362;                    North         East    Units  Estimated Accuracy
 TD0362;SPC ND N     -   155,250.      830,540.      MT  (+/- 180 meters Scaled)
 TD0362
 TD0362                          SUPERSEDED SURVEY CONTROL
 TD0362
 TD0362.No superseded survey control is available for this station.
 TD0362
 TD0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU193569(NAD 83)
 TD0362_MARKER: DB = BENCH MARK DISK
 TD0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0362_STAMPING: B-58 -- 1934
 TD0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0362+STABILITY: SURFACE MOTION
 TD0362
 TD0362  HISTORY     - Date     Condition        Report By
 TD0362  HISTORY     - 1934     MONUMENTED       CGS
 TD0362  HISTORY     - 1968     GOOD             USAF
 TD0362
 TD0362                          STATION DESCRIPTION
 TD0362
 TD0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0362'4.4 MI N FROM MINTO.
 TD0362'4.4 MILES NORTH OF THE G.N.R. STATION AT MINTO.  333 YDS. SOUTH OF THE
 TD0362'STATION AT HERRIOT.  30 YDS. NORTH OF MILE POST NO. 35.  80 FT. WEST
 TD0362'OF CENTERLINE OF A GRADED COUNTY ROAD PARALLEL TO TRACK.  60 FT. NORTH
 TD0362'OF CENTERLINE OF A GRADED COUNTY ROAD THAT CROSSES THE TRACK. 37.5 FT.
 TD0362'EAST OF EAST RAIL OF TRACK.  3 FT. SOUTH OF AN IRON POST 3 FT. HIGH.
 TD0362'STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH. NOTE-- POST IS
 TD0362'NOW FLUSH WITH THE GROUND.
 TD0362
 TD0362                          STATION RECOVERY (1968)
 TD0362
 TD0362'RECOVERY NOTE BY US AIR FORCE 1968
 TD0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0296 ***********************************************************************
 TD0296  DESIGNATION -  B 59
 TD0296  PID         -  TD0296
 TD0296  STATE/COUNTY-  ND/PEMBINA
 TD0296  USGS QUAD   -  JOLIETTE (1979)
 TD0296
 TD0296                         *CURRENT SURVEY CONTROL
 TD0296  ___________________________________________________________________
 TD0296* NAD 83(1996)-  48 51 56.82710(N)    097 13 41.06188(W)     ADJUSTED  
 TD0296* NAVD 88     -       243.392  (meters)     798.53   (feet)  POSTED    
 TD0296  ___________________________________________________________________
 TD0296  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TD0296  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 TD0296  DYNAMIC HT  -         243.460 (meters)     798.75  (feet)  COMP
 TD0296  MODELED GRAV-     980,883.7   (mgal)                       NAVD 88
 TD0296
 TD0296  HORZ ORDER  -  THIRD
 TD0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TD0296
 TD0296.The horizontal coordinates were established by classical geodetic methods
 TD0296.and adjusted by the National Geodetic Survey in January 1998..
 TD0296
 TD0296.The orthometric height was determined by differential leveling
 TD0296.and adjusted by the National Geodetic Survey in 1992..
 TD0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TD0296.rate of 0.0 thru 1.0 mm/km.
 TD0296
 TD0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0296
 TD0296.The geoid height was determined by GEOID03.
 TD0296
 TD0296.The dynamic height is computed by dividing the NAVD 88
 TD0296.geopotential number by the normal gravity value computed on the
 TD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0296.degrees latitude (g = 980.6199 gals.).
 TD0296
 TD0296.The modeled gravity was interpolated from observed gravity values.
 TD0296
 TD0296;                    North         East     Units Scale Factor Converg.
 TD0296;SPC ND N     -   212,551.231   839,990.117   MT  1.00002896   +2 26 05.1
 TD0296;SPC ND N     -   697,346.56  2,755,873.09   iFT  1.00002896   +2 26 05.1
 TD0296;UTM  14      - 5,414,049.584   629,948.345   MT  0.99980745   +1 20 05.1
 TD0296
 TD0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0296!SPC ND N     -   0.99996605  x   1.00002896  =   0.99999501
 TD0296!UTM  14      -   0.99996605  x   0.99980745  =   0.99977351
 TD0296
 TD0296                          SUPERSEDED SURVEY CONTROL
 TD0296
 TD0296  NAD 83(1986)-  48 51 56.81794(N)    097 13 41.05161(W) AD(       ) 3
 TD0296  NAD 27      -  48 51 56.86685(N)    097 13 39.80598(W) AD(       ) 3
 TD0296  NGVD 29 (??/??/92)  242.982  (m)          797.18   (f) ADJ UNCH    2 0
 TD0296
 TD0296.Superseded values are not recommended for survey control.
 TD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0296.See file dsdata.txt to determine how the superseded data were derived.
 TD0296
 TD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2994814050(NAD 83)
 TD0296_MARKER: DB = BENCH MARK DISK
 TD0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0296_STAMPING: B-59 1934
 TD0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0296+STABILITY: SURFACE MOTION
 TD0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0296+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 TD0296
 TD0296  HISTORY     - Date     Condition        Report By
 TD0296  HISTORY     - 1934     MONUMENTED       CGS
 TD0296  HISTORY     - 1968     GOOD             NDHD
 TD0296  HISTORY     - 1970     GOOD             USGS
 TD0296  HISTORY     - 19990204 GOOD             NDWC
 TD0296
 TD0296                          STATION DESCRIPTION
 TD0296
 TD0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0296'7.6 MI S FROM PEMBINA.
 TD0296'7.6 MILES SOUTH OF THE N.P.R. STATION AT PEMBINA.  0.3 OF MILE SOUTH
 TD0296'OF THE STATION AT MCARTHUR.  0.3 OF MILE NORTH OF A GRADED COUNTY ROAD
 TD0296'THAT CROSSES THE TRACK.  62 FT. SOUTH OF MILE POST NO. 182.  42 FT.
 TD0296'WEST OF CENTERLINE OF U. S. HY. 81.  38.8 FT. EAST OF EAST RAIL OF
 TD0296'TRACK.  6 FT. SOUTH OF TELEGRAPH POLE.  STANDARD TABLET SET IN TOP OF
 TD0296'CONCRETE POST 8 IN. HIGH.
 TD0296
 TD0296                          STATION RECOVERY (1968)
 TD0296
 TD0296'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968
 TD0296'RECOVERED IN GOOD CONDITION.
 TD0296
 TD0296                          STATION RECOVERY (1970)
 TD0296
 TD0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0296'PEMBINA, 7.6 MI S. OF ALONG N.P. RR., 0.8 MI S. OF MCARTHUR STATION,
 TD0296'0.3 MI N. OF RD., 66 FT S. - SE. OF MILEPOST 182.  63 FT W. OF CENTER
 TD0296'OF OLD U.S. HWY. 81.  39 FT E. OF E. RAIL.  1 FT S. OF A METAL WITNESS
 TD0296'POST.  IN CONCRETE POST.  USC AND GS STANDARD DISK STAMPED---B 59---.
 TD0296'NOTE--ABOVE DESCRIPTION REFLECTS CHANGES IN DISTANCES FROM LOCAL
 TD0296'OBJECTS.  MARK APPEARS UNDISTURBED.
 TD0296
 TD0296                          STATION RECOVERY (1999)
 TD0296
 TD0296'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TD0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0374 ***********************************************************************
 SN0374  DESIGNATION -  B 6 B 1
 SN0374  PID         -  SN0374
 SN0374  STATE/COUNTY-  ND/MCHENRY
 SN0374  USGS QUAD   -  KONGSBERG (1981)
 SN0374
 SN0374                         *CURRENT SURVEY CONTROL
 SN0374  ___________________________________________________________________
 SN0374* NAD 83(1986)-  47 51 30.     (N)    100 47 56.     (W)     SCALED    
 SN0374* NAVD 88     -       560.376  (meters)    1838.50   (feet)  ADJUSTED  
 SN0374  ___________________________________________________________________
 SN0374  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SN0374  DYNAMIC HT  -         560.435 (meters)    1838.69  (feet)  COMP
 SN0374  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SN0374
 SN0374  VERT ORDER  -  SECOND    CLASS 0
 SN0374
 SN0374.The horizontal coordinates were scaled from a topographic map and have
 SN0374.an estimated accuracy of +/- 6 seconds.
 SN0374
 SN0374.The orthometric height was determined by differential leveling
 SN0374.and adjusted by the National Geodetic Survey in June 1991..
 SN0374
 SN0374.The geoid height was determined by GEOID03.
 SN0374
 SN0374.The dynamic height is computed by dividing the NAVD 88
 SN0374.geopotential number by the normal gravity value computed on the
 SN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0374.degrees latitude (g = 980.6199 gals.).
 SN0374
 SN0374.The modeled gravity was interpolated from observed gravity values.
 SN0374
 SN0374;                    North         East    Units  Estimated Accuracy
 SN0374;SPC ND N     -    95,470.      577,640.      MT  (+/- 180 meters Scaled)
 SN0374
 SN0374                          SUPERSEDED SURVEY CONTROL
 SN0374
 SN0374  NGVD 29 (??/??/92)  559.98   (m)         1837.2    (f) COMPUTED    2 0
 SN0374
 SN0374.Superseded values are not recommended for survey control.
 SN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0374.See file dsdata.txt to determine how the superseded data were derived.
 SN0374
 SN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU654021(NAD 83)
 SN0374_MARKER: DZ = AZIMUTH MARK DISK
 SN0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0374_SP_SET: PEDESTAL
 SN0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0374
 SN0374  HISTORY     - Date     Condition        Report By
 SN0374  HISTORY     - UNK      MONUMENTED       DOD
 SN0374  HISTORY     - 1962     GOOD             NGS
 SN0374
 SN0374                          STATION DESCRIPTION
 SN0374
 SN0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0374'0.4 MI NE FROM KONGSBERG.
 SN0374'ABOUT 0.3 MILE NORTH ALONG COUNTY ROAD 27 FROM A CHURCH AND CEMETERY
 SN0374'AT KONGSBERG, ABOUT 0.15 MILE OR 325 YARDS EAST OF THE CENTERLINE OF
 SN0374'THE ROAD, IN THE SOUTH CORNER OF A SMALL FIELD, ON THE TOP OF A SLIGHT
 SN0374'RIDGE, 138 FEET NORTH OF A FENCE CORNER AT THE SOUTH CORNER OF THE
 SN0374'FIELD, AT THE NORTHEAST CORNER OF A NARROW STRIP OF TIMBER, ABOUT
 SN0374'LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0373 ***********************************************************************
 SN0373  DESIGNATION -  B 6 B 2
 SN0373  PID         -  SN0373
 SN0373  STATE/COUNTY-  ND/MCHENRY
 SN0373  USGS QUAD   -  KONGSBERG (1981)
 SN0373
 SN0373                         *CURRENT SURVEY CONTROL
 SN0373  ___________________________________________________________________
 SN0373* NAD 83(1986)-  47 51 30.     (N)    100 48 09.     (W)     SCALED    
 SN0373* NAVD 88     -       564.931  (meters)    1853.44   (feet)  ADJUSTED  
 SN0373  ___________________________________________________________________
 SN0373  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SN0373  DYNAMIC HT  -         564.989 (meters)    1853.63  (feet)  COMP
 SN0373  MODELED GRAV-     980,697.7   (mgal)                       NAVD 88
 SN0373
 SN0373  VERT ORDER  -  SECOND    CLASS 0
 SN0373
 SN0373.The horizontal coordinates were scaled from a topographic map and have
 SN0373.an estimated accuracy of +/- 6 seconds.
 SN0373
 SN0373.The orthometric height was determined by differential leveling
 SN0373.and adjusted by the National Geodetic Survey in June 1991..
 SN0373
 SN0373.The geoid height was determined by GEOID03.
 SN0373
 SN0373.The dynamic height is computed by dividing the NAVD 88
 SN0373.geopotential number by the normal gravity value computed on the
 SN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0373.degrees latitude (g = 980.6199 gals.).
 SN0373
 SN0373.The modeled gravity was interpolated from observed gravity values.
 SN0373
 SN0373;                    North         East    Units  Estimated Accuracy
 SN0373;SPC ND N     -    95,470.      577,370.      MT  (+/- 180 meters Scaled)
 SN0373
 SN0373                          SUPERSEDED SURVEY CONTROL
 SN0373
 SN0373  NGVD 29 (??/??/92)  564.53   (m)         1852.1    (f) COMPUTED    2 0
 SN0373
 SN0373.Superseded values are not recommended for survey control.
 SN0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0373.See file dsdata.txt to determine how the superseded data were derived.
 SN0373
 SN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU651021(NAD 83)
 SN0373_MARKER: DZ = AZIMUTH MARK DISK
 SN0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0373_SP_SET: PEDESTAL
 SN0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0373
 SN0373  HISTORY     - Date     Condition        Report By
 SN0373  HISTORY     - UNK      MONUMENTED       DOD
 SN0373  HISTORY     - 1962     GOOD             NGS
 SN0373
 SN0373                          STATION DESCRIPTION
 SN0373
 SN0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0373'0.3 MI N FROM KONGSBERG.
 SN0373'ABOUT 0.3 MILE NORTH ALONG COUNTY ROAD 27 FROM A CHURCH AND CEMETERY
 SN0373'AT KONGSBERG, ABOUT 0.4 MILE NORTH OF THE CROSSING OF THE MINNEAPOLIS,
 SN0373'ST. PAUL AND SAULT STE. MARIE RAILROAD, ABOUT 230 YARDS WEST OF THE
 SN0373'CENTERLINE OF THE ROAD, IN A FIELD, ON TOP OF A SMALL KNOLL, ABOUT 6
 SN0373'FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 SN0373'WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0376 ***********************************************************************
 SN0376  DESIGNATION -  B 6 Z
 SN0376  PID         -  SN0376
 SN0376  STATE/COUNTY-  ND/MCHENRY
 SN0376  USGS QUAD   -  KONGSBERG (1981)
 SN0376
 SN0376                         *CURRENT SURVEY CONTROL
 SN0376  ___________________________________________________________________
 SN0376* NAD 83(1986)-  47 51 44.     (N)    100 47 32.     (W)     SCALED    
 SN0376* NAVD 88     -       552.711  (meters)    1813.35   (feet)  ADJUSTED  
 SN0376  ___________________________________________________________________
 SN0376  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0376  DYNAMIC HT  -         552.769 (meters)    1813.54  (feet)  COMP
 SN0376  MODELED GRAV-     980,700.4   (mgal)                       NAVD 88
 SN0376
 SN0376  VERT ORDER  -  SECOND    CLASS 0
 SN0376
 SN0376.The horizontal coordinates were scaled from a topographic map and have
 SN0376.an estimated accuracy of +/- 6 seconds.
 SN0376
 SN0376.The orthometric height was determined by differential leveling
 SN0376.and adjusted by the National Geodetic Survey in June 1991..
 SN0376
 SN0376.The geoid height was determined by GEOID03.
 SN0376
 SN0376.The dynamic height is computed by dividing the NAVD 88
 SN0376.geopotential number by the normal gravity value computed on the
 SN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0376.degrees latitude (g = 980.6199 gals.).
 SN0376
 SN0376.The modeled gravity was interpolated from observed gravity values.
 SN0376
 SN0376;                    North         East    Units  Estimated Accuracy
 SN0376;SPC ND N     -    95,900.      578,140.      MT  (+/- 180 meters Scaled)
 SN0376
 SN0376                          SUPERSEDED SURVEY CONTROL
 SN0376
 SN0376  NGVD 29 (??/??/92)  552.31   (m)         1812.0    (f) COMPUTED    2 0
 SN0376
 SN0376.Superseded values are not recommended for survey control.
 SN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0376.See file dsdata.txt to determine how the superseded data were derived.
 SN0376
 SN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU659025(NAD 83)
 SN0376_MARKER: DS = TRIANGULATION STATION DISK
 SN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0376_STAMPING: B 6 Z 1962
 SN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0376+STABILITY: SURFACE MOTION
 SN0376
 SN0376  HISTORY     - Date     Condition        Report By
 SN0376  HISTORY     - 1962     MONUMENTED       CGS
 SN0376
 SN0376                          STATION DESCRIPTION
 SN0376
 SN0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0376'0.9 MI NE FROM KONGSBERG.
 SN0376'ABOUT 0.5 MILE NORTH ALONG COUNTY ROAD 27 FROM A CHURCH AND CEMETERY
 SN0376'AT KONGSBERG, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD, ON TOP OF
 SN0376'THE SECOND KNOLL EAST OF THE ROAD, AT THE NORTHEAST CORNER OF A SMALL
 SN0376'FIELD, 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 7.5 FEET SOUTHWEST
 SN0376'OF A FENCE CORNER, 4.0 FEET SOUTH OF A FENCE, 3.4 FEET SOUTH OF A
 SN0376'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SN0376'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0377 ***********************************************************************
 SN0377  DESIGNATION -  B 6 Z RM 1
 SN0377  PID         -  SN0377
 SN0377  STATE/COUNTY-  ND/MCHENRY
 SN0377  USGS QUAD   -  KONGSBERG (1981)
 SN0377
 SN0377                         *CURRENT SURVEY CONTROL
 SN0377  ___________________________________________________________________
 SN0377* NAD 83(1986)-  47 51 43.     (N)    100 47 30.     (W)     SCALED    
 SN0377* NAVD 88     -       553.029  (meters)    1814.40   (feet)  ADJUSTED  
 SN0377  ___________________________________________________________________
 SN0377  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN0377  DYNAMIC HT  -         553.088 (meters)    1814.59  (feet)  COMP
 SN0377  MODELED GRAV-     980,700.3   (mgal)                       NAVD 88
 SN0377
 SN0377  VERT ORDER  -  SECOND    CLASS 0
 SN0377
 SN0377.The horizontal coordinates were scaled from a topographic map and have
 SN0377.an estimated accuracy of +/- 6 seconds.
 SN0377
 SN0377.The orthometric height was determined by differential leveling
 SN0377.and adjusted by the National Geodetic Survey in June 1991..
 SN0377
 SN0377.The geoid height was determined by GEOID03.
 SN0377
 SN0377.The dynamic height is computed by dividing the NAVD 88
 SN0377.geopotential number by the normal gravity value computed on the
 SN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0377.degrees latitude (g = 980.6199 gals.).
 SN0377
 SN0377.The modeled gravity was interpolated from observed gravity values.
 SN0377
 SN0377;                    North         East    Units  Estimated Accuracy
 SN0377;SPC ND N     -    95,870.      578,180.      MT  (+/- 180 meters Scaled)
 SN0377
 SN0377                          SUPERSEDED SURVEY CONTROL
 SN0377
 SN0377  NGVD 29 (??/??/92)  552.63   (m)         1813.1    (f) COMPUTED    2 0
 SN0377
 SN0377.Superseded values are not recommended for survey control.
 SN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0377.See file dsdata.txt to determine how the superseded data were derived.
 SN0377
 SN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU659025(NAD 83)
 SN0377_MARKER: DR = REFERENCE MARK DISK
 SN0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0377_STAMPING: B 6 Z NO 1 1962
 SN0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0377+STABILITY: SURFACE MOTION
 SN0377
 SN0377  HISTORY     - Date     Condition        Report By
 SN0377  HISTORY     - 1962     MONUMENTED       CGS
 SN0377
 SN0377                          STATION DESCRIPTION
 SN0377
 SN0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0377'0.9 MI NE FROM KONGSBERG.
 SN0377'ABOUT 0.5 MILE NORTH ALONG COUNTY ROAD 27 FROM A CHURCH AND CEMETERY
 SN0377'AT KONGSBERG, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD, ON THE
 SN0377'TOP OF THE SECOND KNOLL EAST OF THE ROAD, AT THE NORTHEAST CORNER OF A
 SN0377'SMALL FIELD, 84.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 40.8 FEET
 SN0377'SOUTHEAST OF THE STATION MARK, 4.0 FEET WEST OF A FENCE, ABOUT LEVEL
 SN0377'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SN0377'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0375 ***********************************************************************
 SN0375  DESIGNATION -  B 6 Z RM 2
 SN0375  PID         -  SN0375
 SN0375  STATE/COUNTY-  ND/MCHENRY
 SN0375  USGS QUAD   -  KONGSBERG (1981)
 SN0375
 SN0375                         *CURRENT SURVEY CONTROL
 SN0375  ___________________________________________________________________
 SN0375* NAD 83(1986)-  47 51 44.     (N)    100 47 32.     (W)     SCALED    
 SN0375* NAVD 88     -       552.688  (meters)    1813.28   (feet)  ADJUSTED  
 SN0375  ___________________________________________________________________
 SN0375  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0375  DYNAMIC HT  -         552.746 (meters)    1813.47  (feet)  COMP
 SN0375  MODELED GRAV-     980,700.4   (mgal)                       NAVD 88
 SN0375
 SN0375  VERT ORDER  -  SECOND    CLASS 0
 SN0375
 SN0375.The horizontal coordinates were scaled from a topographic map and have
 SN0375.an estimated accuracy of +/- 6 seconds.
 SN0375
 SN0375.The orthometric height was determined by differential leveling
 SN0375.and adjusted by the National Geodetic Survey in June 1991..
 SN0375
 SN0375.The geoid height was determined by GEOID03.
 SN0375
 SN0375.The dynamic height is computed by dividing the NAVD 88
 SN0375.geopotential number by the normal gravity value computed on the
 SN0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0375.degrees latitude (g = 980.6199 gals.).
 SN0375
 SN0375.The modeled gravity was interpolated from observed gravity values.
 SN0375
 SN0375;                    North         East    Units  Estimated Accuracy
 SN0375;SPC ND N     -    95,900.      578,140.      MT  (+/- 180 meters Scaled)
 SN0375
 SN0375                          SUPERSEDED SURVEY CONTROL
 SN0375
 SN0375  NGVD 29 (??/??/92)  552.29   (m)         1812.0    (f) COMPUTED    2 0
 SN0375
 SN0375.Superseded values are not recommended for survey control.
 SN0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0375.See file dsdata.txt to determine how the superseded data were derived.
 SN0375
 SN0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU659025(NAD 83)
 SN0375_MARKER: DR = REFERENCE MARK DISK
 SN0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0375_STAMPING: B 6 Z NO 2 1962
 SN0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0375+STABILITY: SURFACE MOTION
 SN0375
 SN0375  HISTORY     - Date     Condition        Report By
 SN0375  HISTORY     - 1962     MONUMENTED       CGS
 SN0375
 SN0375                          STATION DESCRIPTION
 SN0375
 SN0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0375'0.9 MI NE FROM KONGSBERG.
 SN0375'ABOUT 0.5 MILE NORTH ALONG COUNTY ROAD 27 FROM A CHURCH AND CEMETERY
 SN0375'AT KONGSBERG, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD, 44 FEET
 SN0375'SOUTH OF THE CENTERLINE OF THE ROAD, ON TOP OF THE SECOND KNOLL EAST
 SN0375'OF THE ROAD, AT THE NORTHEAST CORNER OF A SMALL FIELD, 41.8 FEET WEST
 SN0375'OF THE STATION MARK, 1.5 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 SN0375'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0608 ***********************************************************************
 TD0608  DESIGNATION -  B 60
 TD0608  PID         -  TD0608
 TD0608  STATE/COUNTY-  ND/CAVALIER
 TD0608  USGS QUAD   -  UNION (1972)
 TD0608
 TD0608                         *CURRENT SURVEY CONTROL
 TD0608  ___________________________________________________________________
 TD0608* NAD 83(1986)-  48 35 07.     (N)    097 58 16.     (W)     SCALED    
 TD0608* NAVD 88     -       450.344  (meters)    1477.50   (feet)  ADJUSTED  
 TD0608  ___________________________________________________________________
 TD0608  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 TD0608  DYNAMIC HT  -         450.436 (meters)    1477.81  (feet)  COMP
 TD0608  MODELED GRAV-     980,801.1   (mgal)                       NAVD 88
 TD0608
 TD0608  VERT ORDER  -  SECOND    CLASS 0
 TD0608
 TD0608.The horizontal coordinates were scaled from a topographic map and have
 TD0608.an estimated accuracy of +/- 6 seconds.
 TD0608
 TD0608.The orthometric height was determined by differential leveling
 TD0608.and adjusted by the National Geodetic Survey in June 1991..
 TD0608
 TD0608.The geoid height was determined by GEOID03.
 TD0608
 TD0608.The dynamic height is computed by dividing the NAVD 88
 TD0608.geopotential number by the normal gravity value computed on the
 TD0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0608.degrees latitude (g = 980.6199 gals.).
 TD0608
 TD0608.The modeled gravity was interpolated from observed gravity values.
 TD0608
 TD0608;                    North         East    Units  Estimated Accuracy
 TD0608;SPC ND N     -   179,320.      786,540.      MT  (+/- 180 meters Scaled)
 TD0608
 TD0608                          SUPERSEDED SURVEY CONTROL
 TD0608
 TD0608  NGVD 29 (??/??/92)  449.969  (m)         1476.27   (f) ADJ UNCH    2 0
 TD0608
 TD0608.Superseded values are not recommended for survey control.
 TD0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0608.See file dsdata.txt to determine how the superseded data were derived.
 TD0608
 TD0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU758818(NAD 83)
 TD0608_MARKER: DB = BENCH MARK DISK
 TD0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0608_STAMPING: B 60 1934
 TD0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0608+STABILITY: SURFACE MOTION
 TD0608
 TD0608  HISTORY     - Date     Condition        Report By
 TD0608  HISTORY     - 1934     MONUMENTED       CGS
 TD0608  HISTORY     - 1964     GOOD             NGS
 TD0608
 TD0608                          STATION DESCRIPTION
 TD0608
 TD0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0608'4.35 MI SE FROM MILTON.
 TD0608'ABOUT 4.35 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0608'STATION AT MILTON, IN S 22, R 57 W, T 159 N, ABOUT 0.45 MILE SOUTHEAST
 TD0608'OF A ROAD CROSSING, ABOUT 0.1 MILE SOUTHEAST OF A FARMHOUSE, 149 FEET
 TD0608'SOUTHEAST OF THE SOUTHEAST END OF TRESTLE NUMBER 62, 102 FEET
 TD0608'SOUTHWEST OF THE CENTER LINE OF A ROAD WHICH PARALLELS THE TRACK, 19
 TD0608'FEET NORTHEAST OF THE NORTHEAST RAIL, 32 FEET SOUTHWEST OF A TELEPHONE
 TD0608'POLE, 5 1/2 FEET SOUTHEAST OF A WHISTLE SIGN FOR A CROSSING, 1.2 FEET
 TD0608'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TD0608'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0910 ***********************************************************************
 TE0910  DESIGNATION -  B 61
 TE0910  PID         -  TE0910
 TE0910  STATE/COUNTY-  ND/CAVALIER
 TE0910  USGS QUAD   -  MUNICH (1970)
 TE0910
 TE0910                         *CURRENT SURVEY CONTROL
 TE0910  ___________________________________________________________________
 TE0910* NAD 83(1986)-  48 37 51.     (N)    098 50 28.     (W)     SCALED    
 TE0910* NAVD 88     -       482.762  (meters)    1583.86   (feet)  ADJUSTED  
 TE0910  ___________________________________________________________________
 TE0910  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 TE0910  DYNAMIC HT  -         482.864 (meters)    1584.20  (feet)  COMP
 TE0910  MODELED GRAV-     980,806.7   (mgal)                       NAVD 88
 TE0910
 TE0910  VERT ORDER  -  SECOND    CLASS 0
 TE0910
 TE0910.The horizontal coordinates were scaled from a topographic map and have
 TE0910.an estimated accuracy of +/- 6 seconds.
 TE0910
 TE0910.The orthometric height was determined by differential leveling
 TE0910.and adjusted by the National Geodetic Survey in June 1991..
 TE0910
 TE0910.The geoid height was determined by GEOID03.
 TE0910
 TE0910.The dynamic height is computed by dividing the NAVD 88
 TE0910.geopotential number by the normal gravity value computed on the
 TE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0910.degrees latitude (g = 980.6199 gals.).
 TE0910
 TE0910.The modeled gravity was interpolated from observed gravity values.
 TE0910
 TE0910;                    North         East    Units  Estimated Accuracy
 TE0910;SPC ND N     -   182,640.      722,270.      MT  (+/- 180 meters Scaled)
 TE0910
 TE0910                          SUPERSEDED SURVEY CONTROL
 TE0910
 TE0910  NGVD 29 (??/??/92)  482.361  (m)         1582.55   (f) ADJ UNCH    2 0
 TE0910
 TE0910.Superseded values are not recommended for survey control.
 TE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0910.See file dsdata.txt to determine how the superseded data were derived.
 TE0910
 TE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU117864(NAD 83)
 TE0910_MARKER: DB = BENCH MARK DISK
 TE0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0910_STAMPING: B 61 1934
 TE0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0910+STABILITY: SURFACE MOTION
 TE0910
 TE0910  HISTORY     - Date     Condition        Report By
 TE0910  HISTORY     - 1934     MONUMENTED       CGS
 TE0910  HISTORY     - 1963     GOOD             NGS
 TE0910
 TE0910                          STATION DESCRIPTION
 TE0910
 TE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0910'4.3 MI E FROM CALIO.
 TE0910'ABOUT 4.3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0910'CALIO, IN S 36, R 64 W, T 160 N, ABOUT 0.5 MILE EAST OF MILEPOST 450,
 TE0910'296 FEET WEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 20, 78
 TE0910'FEET NORTHEAST OF THE SECOND TELEPHONE POLE WEST OF THE CROSSING, 21.3
 TE0910'FEET SOUTH OF THE SOUTH RAIL, 1.1 FEET WEST OF A METAL WITNESS POST,
 TE0910'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE0910'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0475 ***********************************************************************
 TF0475  DESIGNATION -  B 63
 TF0475  PID         -  TF0475
 TF0475  STATE/COUNTY-  ND/BOTTINEAU
 TF0475  USGS QUAD   -  DEEP (1950)
 TF0475
 TF0475                         *CURRENT SURVEY CONTROL
 TF0475  ___________________________________________________________________
 TF0475* NAD 83(1986)-  48 40 53.     (N)    100 48 15.     (W)     SCALED    
 TF0475* NAVD 88     -       436.526  (meters)    1432.17   (feet)  ADJUSTED  
 TF0475  ___________________________________________________________________
 TF0475  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 TF0475  DYNAMIC HT  -         436.620 (meters)    1432.48  (feet)  COMP
 TF0475  MODELED GRAV-     980,812.6   (mgal)                       NAVD 88
 TF0475
 TF0475  VERT ORDER  -  SECOND    CLASS 0
 TF0475
 TF0475.The horizontal coordinates were scaled from a topographic map and have
 TF0475.an estimated accuracy of +/- 6 seconds.
 TF0475
 TF0475.The orthometric height was determined by differential leveling
 TF0475.and adjusted by the National Geodetic Survey in June 1991..
 TF0475
 TF0475.The geoid height was determined by GEOID03.
 TF0475
 TF0475.The dynamic height is computed by dividing the NAVD 88
 TF0475.geopotential number by the normal gravity value computed on the
 TF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0475.degrees latitude (g = 980.6199 gals.).
 TF0475
 TF0475.The modeled gravity was interpolated from observed gravity values.
 TF0475
 TF0475;                    North         East    Units  Estimated Accuracy
 TF0475;SPC ND N     -   186,990.      577,600.      MT  (+/- 180 meters Scaled)
 TF0475
 TF0475                          SUPERSEDED SURVEY CONTROL
 TF0475
 TF0475  NGVD 29 (??/??/92)  436.154  (m)         1430.95   (f) ADJ UNCH    2 0
 TF0475
 TF0475.Superseded values are not recommended for survey control.
 TF0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0475.See file dsdata.txt to determine how the superseded data were derived.
 TF0475
 TF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU672936(NAD 83)
 TF0475_MARKER: DB = BENCH MARK DISK
 TF0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0475_STAMPING: B 63 1934
 TF0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0475+STABILITY: SURFACE MOTION
 TF0475
 TF0475  HISTORY     - Date     Condition        Report By
 TF0475  HISTORY     - 1934     MONUMENTED       CGS
 TF0475
 TF0475                          STATION DESCRIPTION
 TF0475
 TF0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0475'4.4 MI W FROM KRAMER.
 TF0475'4.4 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT KRAMER,
 TF0475'BOTTINEAU COUNTY, 100 YARDS WEST OF THE WEST END OF THE WOODEN TRESTLE
 TF0475'OVER MOUSE RIVER, 92 FEET NORTHWEST OF THE NORTHWEST CONCRETE
 TF0475'FOUNDATION OF A WATER TANK WINDMILL, AT A PRIVATE-ROAD CROSSING, 24
 TF0475'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 36.4 FEET NORTH OF THE
 TF0475'NORTH RAIL.  A STANDARD DISK, STAMPED B 63 1934 AND SET IN THE TOP OF
 TF0475'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1374 ***********************************************************************
 TF1374  DESIGNATION -  B 64
 TF1374  PID         -  TF1374
 TF1374  STATE/COUNTY-  ND/RENVILLE
 TF1374  USGS QUAD   -  GREENE (1949)
 TF1374
 TF1374                         *CURRENT SURVEY CONTROL
 TF1374  ___________________________________________________________________
 TF1374* NAD 83(1986)-  48 42 16.     (N)    101 44 58.     (W)     SCALED    
 TF1374* NAVD 88     -       533.040  (meters)    1748.82   (feet)  ADJUSTED  
 TF1374  ___________________________________________________________________
 TF1374  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 TF1374  DYNAMIC HT  -         533.157 (meters)    1749.20  (feet)  COMP
 TF1374  MODELED GRAV-     980,811.2   (mgal)                       NAVD 88
 TF1374
 TF1374  VERT ORDER  -  SECOND    CLASS 0
 TF1374
 TF1374.The horizontal coordinates were scaled from a topographic map and have
 TF1374.an estimated accuracy of +/- 6 seconds.
 TF1374
 TF1374.The orthometric height was determined by differential leveling
 TF1374.and adjusted by the National Geodetic Survey in June 1991..
 TF1374
 TF1374.The geoid height was determined by GEOID03.
 TF1374
 TF1374.The dynamic height is computed by dividing the NAVD 88
 TF1374.geopotential number by the normal gravity value computed on the
 TF1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1374.degrees latitude (g = 980.6199 gals.).
 TF1374
 TF1374.The modeled gravity was interpolated from observed gravity values.
 TF1374
 TF1374;                    North         East    Units  Estimated Accuracy
 TF1374;SPC ND N     -   190,260.      508,040.      MT  (+/- 180 meters Scaled)
 TF1374
 TF1374                          SUPERSEDED SURVEY CONTROL
 TF1374
 TF1374  NGVD 29 (??/??/92)  532.671  (m)         1747.60   (f) ADJ UNCH    2 0
 TF1374
 TF1374.Superseded values are not recommended for survey control.
 TF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1374.See file dsdata.txt to determine how the superseded data were derived.
 TF1374
 TF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU977982(NAD 83)
 TF1374_MARKER: DB = BENCH MARK DISK
 TF1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1374_STAMPING: B 64 1934
 TF1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1374+STABILITY: SURFACE MOTION
 TF1374
 TF1374  HISTORY     - Date     Condition        Report By
 TF1374  HISTORY     - 1934     MONUMENTED       CGS
 TF1374  HISTORY     - 1963     GOOD             NGS
 TF1374
 TF1374                          STATION DESCRIPTION
 TF1374
 TF1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1374'4.25 MI SE FROM TOLLEY.
 TF1374'ABOUT 4.25 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1374'STATION AT TOLLEY OR 4.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD
 TF1374'FROM THE STATION AT GREENE, IN SECTION 11, T 160 N, R 86 W, 8 1/2
 TF1374'RAILS SOUTHEAST OF AN ABANDONED ROAD CROSSING, 7 POLES SOUTHEAST OF
 TF1374'MILE POST 587, 42 FEET NORTHEAST OF THE NORTHEAST RAIL, 27 1/2 FEET
 TF1374'SOUTHEAST OF A TELEPHONE POLE, 5 FEET SOUTHWEST OF A FENCE, 0.9 FEET
 TF1374'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF1374'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0036 ***********************************************************************
 SN0036  DESIGNATION -  B 65
 SN0036  PID         -  SN0036
 SN0036  STATE/COUNTY-  ND/MCHENRY
 SN0036  USGS QUAD   -  DRAKE NW (1977)
 SN0036
 SN0036                         *CURRENT SURVEY CONTROL
 SN0036  ___________________________________________________________________
 SN0036* NAD 83(1986)-  47 53 47.     (N)    100 26 27.     (W)     SCALED    
 SN0036* NAVD 88     -       496.819  (meters)    1629.98   (feet)  ADJUSTED  
 SN0036  ___________________________________________________________________
 SN0036  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SN0036  DYNAMIC HT  -         496.886 (meters)    1630.20  (feet)  COMP
 SN0036  MODELED GRAV-     980,731.4   (mgal)                       NAVD 88
 SN0036
 SN0036  VERT ORDER  -  SECOND    CLASS 0
 SN0036
 SN0036.The horizontal coordinates were scaled from a topographic map and have
 SN0036.an estimated accuracy of +/- 6 seconds.
 SN0036
 SN0036.The orthometric height was determined by differential leveling
 SN0036.and adjusted by the National Geodetic Survey in June 1991..
 SN0036
 SN0036.The geoid height was determined by GEOID03.
 SN0036
 SN0036.The dynamic height is computed by dividing the NAVD 88
 SN0036.geopotential number by the normal gravity value computed on the
 SN0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0036.degrees latitude (g = 980.6199 gals.).
 SN0036
 SN0036.The modeled gravity was interpolated from observed gravity values.
 SN0036
 SN0036;                    North         East    Units  Estimated Accuracy
 SN0036;SPC ND N     -    99,660.      604,420.      MT  (+/- 180 meters Scaled)
 SN0036
 SN0036                          SUPERSEDED SURVEY CONTROL
 SN0036
 SN0036  NGVD 29 (??/??/92)  496.431  (m)         1628.71   (f) ADJ UNCH    2 0
 SN0036
 SN0036.Superseded values are not recommended for survey control.
 SN0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0036.See file dsdata.txt to determine how the superseded data were derived.
 SN0036
 SN0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU923057(NAD 83)
 SN0036_MARKER: DB = BENCH MARK DISK
 SN0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0036_STAMPING: B 65 1934
 SN0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0036+STABILITY: SURFACE MOTION
 SN0036
 SN0036  HISTORY     - Date     Condition        Report By
 SN0036  HISTORY     - 1934     MONUMENTED       CGS
 SN0036  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0036
 SN0036                          STATION DESCRIPTION
 SN0036
 SN0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0036'4.1 MI SW FROM DRAKE.
 SN0036'4.1 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT DRAKE,
 SN0036'MCHENRY COUNTY, 0.3 MILE EAST OF MILEPOST 424, 46.2 FEET SOUTH OF THE
 SN0036'SOUTH RAIL, 1.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE
 SN0036'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- IT
 SN0036'WAS REPORTED IN 1958 THAT A SECTION CREW ON THE RAILROAD HAVE NOT SEEN
 SN0036'THE MARK AND THIS IS NOT A GOOD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1207 ***********************************************************************
 TE1207  DESIGNATION -  B 66
 TE1207  PID         -  TE1207
 TE1207  STATE/COUNTY-  ND/TOWNER
 TE1207  USGS QUAD   -  CANDO (1994)
 TE1207
 TE1207                         *CURRENT SURVEY CONTROL
 TE1207  ___________________________________________________________________
 TE1207* NAD 83(1986)-  48 23 57.     (N)    099 11 59.     (W)     SCALED    
 TE1207* NAVD 88     -       446.109  (meters)    1463.61   (feet)  ADJUSTED  
 TE1207  ___________________________________________________________________
 TE1207  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE1207  DYNAMIC HT  -         446.195 (meters)    1463.89  (feet)  COMP
 TE1207  MODELED GRAV-     980,791.0   (mgal)                       NAVD 88
 TE1207
 TE1207  VERT ORDER  -  SECOND    CLASS 0
 TE1207
 TE1207.The horizontal coordinates were scaled from a topographic map and have
 TE1207.an estimated accuracy of +/- 6 seconds.
 TE1207
 TE1207.The orthometric height was determined by differential leveling
 TE1207.and adjusted by the National Geodetic Survey in June 1991..
 TE1207
 TE1207.The geoid height was determined by GEOID03.
 TE1207
 TE1207.The dynamic height is computed by dividing the NAVD 88
 TE1207.geopotential number by the normal gravity value computed on the
 TE1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1207.degrees latitude (g = 980.6199 gals.).
 TE1207
 TE1207.The modeled gravity was interpolated from observed gravity values.
 TE1207
 TE1207;                    North         East    Units  Estimated Accuracy
 TE1207;SPC ND N     -   156,380.      696,270.      MT  (+/- 180 meters Scaled)
 TE1207
 TE1207                          SUPERSEDED SURVEY CONTROL
 TE1207
 TE1207  NGVD 29 (??/??/92)  445.765  (m)         1462.48   (f) ADJ UNCH    2 0
 TE1207
 TE1207.Superseded values are not recommended for survey control.
 TE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1207.See file dsdata.txt to determine how the superseded data were derived.
 TE1207
 TE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852606(NAD 83)
 TE1207_MARKER: DB = BENCH MARK DISK
 TE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1207_STAMPING: B-66--1934
 TE1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1207+STABILITY: SURFACE MOTION
 TE1207
 TE1207  HISTORY     - Date     Condition        Report By
 TE1207  HISTORY     - 1934     MONUMENTED       CGS
 TE1207  HISTORY     - 1981     GOOD             NDHD
 TE1207
 TE1207                          STATION DESCRIPTION
 TE1207
 TE1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1207'6.1 MI S FROM CANDO.
 TE1207'6.1 MILES SOUTH OF THE G.N.R. STATION AT CANDO.  2 MILES NORTH OF
 TE1207'MAZA.  55 FT. SOUTH OF CENTERLINE OF A SECTION ROAD THAT CROSSES
 TE1207'TRACK.  46 FT. WEST OF WEST RAIL OF TRACK.  22.9 FT. SOUTH OF CORNER
 TE1207'POST OF R/W FENCE.  1.8 FT. EAST OF R/W FENCE.  STANDARD TABLET SET IN
 TE1207'TOP OF CONCRETE POST 5 IN. HIGH.
 TE1207
 TE1207                          STATION RECOVERY (1981)
 TE1207
 TE1207'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1981
 TE1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2289 ***********************************************************************
 TE2289  DESIGNATION -  B 66 RESET
 TE2289  PID         -  TE2289
 TE2289  STATE/COUNTY-  ND/TOWNER
 TE2289  USGS QUAD   -  CANDO (1994)
 TE2289
 TE2289                         *CURRENT SURVEY CONTROL
 TE2289  ___________________________________________________________________
 TE2289* NAD 83(1986)-  48 23 57.     (N)    099 11 59.     (W)     SCALED    
 TE2289* NAVD 88     -       445.78   (meters)    1462.5    (feet)  RESET     
 TE2289  ___________________________________________________________________
 TE2289  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE2289
 TE2289  VERT ORDER  -  THIRD
 TE2289
 TE2289.The horizontal coordinates were scaled from a topographic map and have
 TE2289.an estimated accuracy of +/- 6 seconds.
 TE2289
 TE2289.The orthometric height was computed from unverified reset data.
 TE2289.No vertical observational check was made to the station.
 TE2289
 TE2289.The geoid height was determined by GEOID03.
 TE2289
 TE2289;                    North         East    Units  Estimated Accuracy
 TE2289;SPC ND N     -   156,380.      696,270.      MT  (+/- 180 meters Scaled)
 TE2289
 TE2289                          SUPERSEDED SURVEY CONTROL
 TE2289
 TE2289  NGVD 29 (11/04/04)  445.44   (m)         1461.4    (f) RESET       3  
 TE2289
 TE2289.Superseded values are not recommended for survey control.
 TE2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2289.See file dsdata.txt to determine how the superseded data were derived.
 TE2289
 TE2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852606(NAD 83)
 TE2289_MARKER: DV = VERTICAL CONTROL DISK
 TE2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2289_SP_SET: CONCRETE POST
 TE2289_STAMPING: B 66 RESET 1984
 TE2289_MARK LOGO: NGS   
 TE2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2289+STABILITY: SURFACE MOTION
 TE2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2289+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 TE2289
 TE2289  HISTORY     - Date     Condition        Report By
 TE2289  HISTORY     - 1984     MONUMENTED       NGS
 TE2289  HISTORY     - 19990607 GOOD             NDWC
 TE2289
 TE2289                          STATION DESCRIPTION
 TE2289
 TE2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TE2289'14.6 KM (9.05 MI) NORTH ALONG HIGHWAY 281 FROM THE GRAIN ELEVATOR IN
 TE2289'CHURCHES FERRY, JUST SOUTH OF A GRAVELED ROAD, 16.8 M (55.1 FT) EAST
 TE2289'OF THE EAST RAIL OF RAILROAD TRACK, 11.3 M (37.1 FT) SOUTH OF CENTER
 TE2289'OF GRAVELED ROAD, 0.6 M (2.0 FT) WEST OF POWER POLE AND 0.3 M
 TE2289'(1.0 FT) NORTH OF WITNESS POST.
 TE2289
 TE2289                          STATION RECOVERY (1999)
 TE2289
 TE2289'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0012 ***********************************************************************
 TF0012  DESIGNATION -  B 68
 TF0012  PID         -  TF0012
 TF0012  STATE/COUNTY-  ND/BOTTINEAU
 TF0012  USGS QUAD   -  WILLOW CITY (1954)
 TF0012
 TF0012                         *CURRENT SURVEY CONTROL
 TF0012  ___________________________________________________________________
 TF0012* NAD 83(1986)-  48 37 02.     (N)    100 18 02.     (W)     SCALED    
 TF0012* NAVD 88     -       445.695  (meters)    1462.25   (feet)  ADJUSTED  
 TF0012  ___________________________________________________________________
 TF0012  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF0012  DYNAMIC HT  -         445.801 (meters)    1462.60  (feet)  COMP
 TF0012  MODELED GRAV-     980,834.8   (mgal)                       NAVD 88
 TF0012
 TF0012  VERT ORDER  -  SECOND    CLASS 0
 TF0012
 TF0012.The horizontal coordinates were scaled from a topographic map and have
 TF0012.an estimated accuracy of +/- 6 seconds.
 TF0012
 TF0012.The orthometric height was determined by differential leveling
 TF0012.and adjusted by the National Geodetic Survey in June 1991..
 TF0012
 TF0012.The geoid height was determined by GEOID03.
 TF0012
 TF0012.The dynamic height is computed by dividing the NAVD 88
 TF0012.geopotential number by the normal gravity value computed on the
 TF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0012.degrees latitude (g = 980.6199 gals.).
 TF0012
 TF0012.The modeled gravity was interpolated from observed gravity values.
 TF0012
 TF0012;                    North         East    Units  Estimated Accuracy
 TF0012;SPC ND N     -   179,830.      614,710.      MT  (+/- 180 meters Scaled)
 TF0012
 TF0012                          SUPERSEDED SURVEY CONTROL
 TF0012
 TF0012  NGVD 29 (??/??/92)  445.333  (m)         1461.06   (f) ADJ UNCH    2 0
 TF0012
 TF0012.Superseded values are not recommended for survey control.
 TF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0012.See file dsdata.txt to determine how the superseded data were derived.
 TF0012
 TF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU041857(NAD 83)
 TF0012_MARKER: DB = BENCH MARK DISK
 TF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0012_STAMPING: B 68 1934
 TF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0012+STABILITY: SURFACE MOTION
 TF0012
 TF0012  HISTORY     - Date     Condition        Report By
 TF0012  HISTORY     - 1934     MONUMENTED       CGS
 TF0012
 TF0012                          STATION DESCRIPTION
 TF0012
 TF0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0012'1 MI NW FROM WILLOW CITY.
 TF0012'1 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM WILLOW CITY,
 TF0012'BOTTINEAU COUNTY, 75 YARDS NORTHWEST OF A WOODEN TRESTLE, 45 YARDS
 TF0012'EAST OF A SECTION-LINE ROAD CROSSING, 81 FEET EAST OF A DOUBLE 36-INCH
 TF0012'CORRUGATED-IRON CULVERT, 97 FEET NORTHEAST OF THE NORTHEAST RAIL, 49
 TF0012'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11.7 FEET SOUTHEAST OF A
 TF0012'RIGHT-OF-WAY FENCE CORNER, AND 1.4 FEET SOUTHWEST OF THE FENCE. A
 TF0012'STANDARD DISK, STAMPED B 68 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0012'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0229 ***********************************************************************
 TF0229  DESIGNATION -  B 69
 TF0229  PID         -  TF0229
 TF0229  STATE/COUNTY-  ND/PIERCE
 TF0229  USGS QUAD   -  BALTA SE (1958)
 TF0229
 TF0229                         *CURRENT SURVEY CONTROL
 TF0229  ___________________________________________________________________
 TF0229* NAD 83(1986)-  48 06 31.     (N)    100 02 31.     (W)     SCALED    
 TF0229* NAVD 88     -       459.695  (meters)    1508.18   (feet)  ADJUSTED  
 TF0229  ___________________________________________________________________
 TF0229  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TF0229  DYNAMIC HT  -         459.775 (meters)    1508.45  (feet)  COMP
 TF0229  MODELED GRAV-     980,771.5   (mgal)                       NAVD 88
 TF0229
 TF0229  VERT ORDER  -  SECOND    CLASS 0
 TF0229
 TF0229.The horizontal coordinates were scaled from a topographic map and have
 TF0229.an estimated accuracy of +/- 6 seconds.
 TF0229
 TF0229.The orthometric height was determined by differential leveling
 TF0229.and adjusted by the National Geodetic Survey in June 1991..
 TF0229
 TF0229.The geoid height was determined by GEOID03.
 TF0229
 TF0229.The dynamic height is computed by dividing the NAVD 88
 TF0229.geopotential number by the normal gravity value computed on the
 TF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0229.degrees latitude (g = 980.6199 gals.).
 TF0229
 TF0229.The modeled gravity was interpolated from observed gravity values.
 TF0229
 TF0229;                    North         East    Units  Estimated Accuracy
 TF0229;SPC ND N     -   123,360.      634,110.      MT  (+/- 180 meters Scaled)
 TF0229
 TF0229                          SUPERSEDED SURVEY CONTROL
 TF0229
 TF0229  NGVD 29 (??/??/92)  459.341  (m)         1507.02   (f) ADJ UNCH    2 0
 TF0229
 TF0229.Superseded values are not recommended for survey control.
 TF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0229.See file dsdata.txt to determine how the superseded data were derived.
 TF0229
 TF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU224288(NAD 83)
 TF0229_MARKER: DB = BENCH MARK DISK
 TF0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0229_STAMPING: B 69 1934
 TF0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0229+STABILITY: SURFACE MOTION
 TF0229
 TF0229  HISTORY     - Date     Condition        Report By
 TF0229  HISTORY     - 1934     MONUMENTED       CGS
 TF0229  HISTORY     - 1946     GOOD             NGS
 TF0229
 TF0229                          STATION DESCRIPTION
 TF0229
 TF0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TF0229'4.0 MI S FROM BALTA.
 TF0229'4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM BALTA, PIERCE COUNTY, 55 FEET
 TF0229'SOUTHEAST OF THE INTERSECTION OF A SECTION-LINE ROAD, 35 FEET EAST OF
 TF0229'THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 TF0229'CORNER, 1.5 FEET WEST OF THE FENCE, 3 FEET NORTH OF THE SOUTH GATEPOST
 TF0229'OF A WIRE GATE, 4.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET
 TF0229'IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS NECESSARY TO DIG FOR
 TF0229'THIS STATION AS BLOWN DIRT HAS COVERED THE STATION. THE MARK IS 6
 TF0229'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0848 ***********************************************************************
 TG0848  DESIGNATION -  B 7
 TG0848  PID         -  TG0848
 TG0848  STATE/COUNTY-  ND/WILLIAMS
 TG0848  USGS QUAD   -  TIOGA (1979)
 TG0848
 TG0848                         *CURRENT SURVEY CONTROL
 TG0848  ___________________________________________________________________
 TG0848* NAD 83(1986)-  48 23 42.     (N)    102 56 26.     (W)     SCALED    
 TG0848* NAVD 88     -       682.646  (meters)    2239.65   (feet)  POSTED    
 TG0848  ___________________________________________________________________
 TG0848  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0848  DYNAMIC HT  -         682.740 (meters)    2239.96  (feet)  COMP
 TG0848  MODELED GRAV-     980,720.6   (mgal)                       NAVD 88
 TG0848
 TG0848  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG0848
 TG0848.The horizontal coordinates were scaled from a topographic map and have
 TG0848.an estimated accuracy of +/- 6 seconds.
 TG0848
 TG0848.The orthometric height was determined by differential leveling
 TG0848.and adjusted by the National Geodetic Survey in 1992..
 TG0848.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG0848.rate of 0.0 thru 1.0 mm/km.
 TG0848
 TG0848.The geoid height was determined by GEOID03.
 TG0848
 TG0848.The dynamic height is computed by dividing the NAVD 88
 TG0848.geopotential number by the normal gravity value computed on the
 TG0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0848.degrees latitude (g = 980.6199 gals.).
 TG0848
 TG0848.The modeled gravity was interpolated from observed gravity values.
 TG0848
 TG0848;                    North         East    Units  Estimated Accuracy
 TG0848;SPC ND N     -   157,960.      419,310.      MT  (+/- 180 meters Scaled)
 TG0848
 TG0848                          SUPERSEDED SURVEY CONTROL
 TG0848
 TG0848.No superseded survey control is available for this station.
 TG0848
 TG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP524622(NAD 83)
 TG0848_MARKER: DB = BENCH MARK DISK
 TG0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0848+STABILITY: SURFACE MOTION
 TG0848
 TG0848  HISTORY     - Date     Condition        Report By
 TG0848  HISTORY     - UNK      MONUMENTED       CGS
 TG0848  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0848
 TG0848                          STATION DESCRIPTION
 TG0848
 TG0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0848'IN TIOGA.
 TG0848'AT TIOGA, WILLIAMS COUNTY, ON THE GREAT NORTHERN RAILWAY, 180 FEET
 TG0848'WEST OF THE STATION, 180 FEET NORTH OF THE MAIN TRACK, 165 FEET SOUTH
 TG0848'OF THE OFFICE OF THE DIXON LUMBER CO., BESIDE A WALK LEADING FROM THE
 TG0848'STATION INTO THE TOWN, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 TG0848'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0242 ***********************************************************************
 SN0242  DESIGNATION -  B 7 B 1
 SN0242  PID         -  SN0242
 SN0242  STATE/COUNTY-  ND/MCLEAN
 SN0242  USGS QUAD   -  RUSO (1981)
 SN0242
 SN0242                         *CURRENT SURVEY CONTROL
 SN0242  ___________________________________________________________________
 SN0242* NAD 83(1986)-  47 49 35.     (N)    100 55 36.     (W)     SCALED    
 SN0242* NAVD 88     -       625.651  (meters)    2052.66   (feet)  ADJUSTED  
 SN0242  ___________________________________________________________________
 SN0242  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SN0242  DYNAMIC HT  -         625.712 (meters)    2052.86  (feet)  COMP
 SN0242  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 SN0242
 SN0242  VERT ORDER  -  SECOND    CLASS 0
 SN0242
 SN0242.The horizontal coordinates were scaled from a topographic map and have
 SN0242.an estimated accuracy of +/- 6 seconds.
 SN0242
 SN0242.The orthometric height was determined by differential leveling
 SN0242.and adjusted by the National Geodetic Survey in June 1991..
 SN0242
 SN0242.The geoid height was determined by GEOID03.
 SN0242
 SN0242.The dynamic height is computed by dividing the NAVD 88
 SN0242.geopotential number by the normal gravity value computed on the
 SN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0242.degrees latitude (g = 980.6199 gals.).
 SN0242
 SN0242.The modeled gravity was interpolated from observed gravity values.
 SN0242
 SN0242;                    North         East    Units  Estimated Accuracy
 SN0242;SPC ND N     -    91,970.      568,060.      MT  (+/- 180 meters Scaled)
 SN0242
 SN0242                          SUPERSEDED SURVEY CONTROL
 SN0242
 SN0242  NGVD 29 (??/??/92)  625.25   (m)         2051.3    (f) COMPUTED    2 0
 SN0242
 SN0242.Superseded values are not recommended for survey control.
 SN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0242.See file dsdata.txt to determine how the superseded data were derived.
 SN0242
 SN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT558988(NAD 83)
 SN0242_MARKER: DZ = AZIMUTH MARK DISK
 SN0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0242_SP_SET: PEDESTAL
 SN0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0242
 SN0242  HISTORY     - Date     Condition        Report By
 SN0242  HISTORY     - UNK      MONUMENTED       DOD
 SN0242  HISTORY     - 1962     GOOD             NGS
 SN0242
 SN0242                          STATION DESCRIPTION
 SN0242
 SN0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0242'0.6 MI SE FROM RUSO.
 SN0242'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY FROM THE JUNCTION WITH THE
 SN0242'MINNEAPOLIS ST PAUL AND SAUL STE MARIE RAILROAD AT RUSO, STATE HIGHWAY
 SN0242'NO 41, THENCE 0.2 MILE EAST ACROSS A FIELD, ON THE TOP OF THE FIRST
 SN0242'KNOLL EAST OF THE HIGHWAY, IN A FIELD, A 1.5 FOOT BY 4 FOOT CONCRETE
 SN0242'PEDESTAL WITH TRIBRACH, TOP CENTER OF THE TRIBRACH WAS HELD. NOTE--
 SN0242'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0242'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0241 ***********************************************************************
 SN0241  DESIGNATION -  B 7 B 2
 SN0241  PID         -  SN0241
 SN0241  STATE/COUNTY-  ND/MCLEAN
 SN0241  USGS QUAD   -  RUSO (1981)
 SN0241
 SN0241                         *CURRENT SURVEY CONTROL
 SN0241  ___________________________________________________________________
 SN0241* NAD 83(1986)-  47 49 47.     (N)    100 55 51.     (W)     SCALED    
 SN0241* NAVD 88     -       631.449  (meters)    2071.68   (feet)  ADJUSTED  
 SN0241  ___________________________________________________________________
 SN0241  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SN0241  DYNAMIC HT  -         631.511 (meters)    2071.88  (feet)  COMP
 SN0241  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 SN0241
 SN0241  VERT ORDER  -  SECOND    CLASS 0
 SN0241
 SN0241.The horizontal coordinates were scaled from a topographic map and have
 SN0241.an estimated accuracy of +/- 6 seconds.
 SN0241
 SN0241.The orthometric height was determined by differential leveling
 SN0241.and adjusted by the National Geodetic Survey in June 1991..
 SN0241
 SN0241.The geoid height was determined by GEOID03.
 SN0241
 SN0241.The dynamic height is computed by dividing the NAVD 88
 SN0241.geopotential number by the normal gravity value computed on the
 SN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0241.degrees latitude (g = 980.6199 gals.).
 SN0241
 SN0241.The modeled gravity was interpolated from observed gravity values.
 SN0241
 SN0241;                    North         East    Units  Estimated Accuracy
 SN0241;SPC ND N     -    92,340.      567,750.      MT  (+/- 180 meters Scaled)
 SN0241
 SN0241                          SUPERSEDED SURVEY CONTROL
 SN0241
 SN0241  NGVD 29 (??/??/92)  631.05   (m)         2070.4    (f) COMPUTED    2 0
 SN0241
 SN0241.Superseded values are not recommended for survey control.
 SN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0241.See file dsdata.txt to determine how the superseded data were derived.
 SN0241
 SN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT554991(NAD 83)
 SN0241_MARKER: DZ = AZIMUTH MARK DISK
 SN0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0241_SP_SET: PEDESTAL
 SN0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0241
 SN0241  HISTORY     - Date     Condition        Report By
 SN0241  HISTORY     - UNK      MONUMENTED       DOD
 SN0241  HISTORY     - 1962     GOOD             NGS
 SN0241
 SN0241                          STATION DESCRIPTION
 SN0241
 SN0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0241'0.3 MI S FROM RUSO.
 SN0241'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION WITH THE
 SN0241'MINNEAPOLIS ST PAUL AND SAUL STE MARIE RAILROAD AT RUSO, ABOUT 140
 SN0241'YARDS WEST OF THE HIGHWAY, ON THE NORTH SLOPE OF THE FIRST KNOLL SOUTH
 SN0241'OF THE CROSSING OF COUNTY ROAD NO 2, IN A CULTIVATED FIELD, A 1.5 FOOT
 SN0241'BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  CENTER OF THE TRIBRACH WAS
 SN0241'HELD.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0241'IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0240 ***********************************************************************
 SN0240  DESIGNATION -  B 7 Z
 SN0240  PID         -  SN0240
 SN0240  STATE/COUNTY-  ND/MCLEAN
 SN0240  USGS QUAD   -  RUSO (1981)
 SN0240
 SN0240                         *CURRENT SURVEY CONTROL
 SN0240  ___________________________________________________________________
 SN0240* NAD 83(1986)-  47 50 03.     (N)    100 55 29.     (W)     SCALED    
 SN0240* NAVD 88     -       632.193  (meters)    2074.12   (feet)  ADJUSTED  
 SN0240  ___________________________________________________________________
 SN0240  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN0240  DYNAMIC HT  -         632.256 (meters)    2074.33  (feet)  COMP
 SN0240  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 SN0240
 SN0240  VERT ORDER  -  SECOND    CLASS 0
 SN0240
 SN0240.The horizontal coordinates were scaled from a topographic map and have
 SN0240.an estimated accuracy of +/- 6 seconds.
 SN0240
 SN0240.The orthometric height was determined by differential leveling
 SN0240.and adjusted by the National Geodetic Survey in June 1991..
 SN0240
 SN0240.The geoid height was determined by GEOID03.
 SN0240
 SN0240.The dynamic height is computed by dividing the NAVD 88
 SN0240.geopotential number by the normal gravity value computed on the
 SN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0240.degrees latitude (g = 980.6199 gals.).
 SN0240
 SN0240.The modeled gravity was interpolated from observed gravity values.
 SN0240
 SN0240;                    North         East    Units  Estimated Accuracy
 SN0240;SPC ND N     -    92,830.      568,210.      MT  (+/- 180 meters Scaled)
 SN0240
 SN0240                          SUPERSEDED SURVEY CONTROL
 SN0240
 SN0240  NGVD 29 (??/??/92)  631.79   (m)         2072.8    (f) COMPUTED    2 0
 SN0240
 SN0240.Superseded values are not recommended for survey control.
 SN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0240.See file dsdata.txt to determine how the superseded data were derived.
 SN0240
 SN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT559996(NAD 83)
 SN0240_MARKER: DB = BENCH MARK DISK
 SN0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0240_STAMPING: B7Z 1962
 SN0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0240+STABILITY: SURFACE MOTION
 SN0240
 SN0240  HISTORY     - Date     Condition        Report By
 SN0240  HISTORY     - 1962     MONUMENTED       CGS
 SN0240
 SN0240                          STATION DESCRIPTION
 SN0240
 SN0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0240'0.3 MI SE FROM RUSO.
 SN0240'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION WITH THE
 SN0240'MINNEAPOLIS ST PAUL AND SAUL STE MARIE RAILROAD, THENCE 0.2 MILE EAST
 SN0240'ALONG A COUNTY ROAD, ON THE TOP AND AT THE SOUTH EDGE OF THE SECOND
 SN0240'KNOLL SOUTHEAST OF A BARN, 109 FEET NORTH OF THE CENTERLINE OF THE
 SN0240'ROAD, 187.5 FEET NORTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE TOP
 SN0240'OF THE KNOLL, A DISK IN THE TOP OF A CONCRETE POST THAT IS LEVEL WITH
 SN0240'THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0240'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0239 ***********************************************************************
 SN0239  DESIGNATION -  B 7 Z RM 1
 SN0239  PID         -  SN0239
 SN0239  STATE/COUNTY-  ND/MCLEAN
 SN0239  USGS QUAD   -  RUSO (1981)
 SN0239
 SN0239                         *CURRENT SURVEY CONTROL
 SN0239  ___________________________________________________________________
 SN0239* NAD 83(1986)-  47 50 02.     (N)    100 55 28.     (W)     SCALED    
 SN0239* NAVD 88     -       630.083  (meters)    2067.20   (feet)  ADJUSTED  
 SN0239  ___________________________________________________________________
 SN0239  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN0239  DYNAMIC HT  -         630.145 (meters)    2067.40  (feet)  COMP
 SN0239  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 SN0239
 SN0239  VERT ORDER  -  SECOND    CLASS 0
 SN0239
 SN0239.The horizontal coordinates were scaled from a topographic map and have
 SN0239.an estimated accuracy of +/- 6 seconds.
 SN0239
 SN0239.The orthometric height was determined by differential leveling
 SN0239.and adjusted by the National Geodetic Survey in June 1991..
 SN0239
 SN0239.The geoid height was determined by GEOID03.
 SN0239
 SN0239.The dynamic height is computed by dividing the NAVD 88
 SN0239.geopotential number by the normal gravity value computed on the
 SN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0239.degrees latitude (g = 980.6199 gals.).
 SN0239
 SN0239.The modeled gravity was interpolated from observed gravity values.
 SN0239
 SN0239;                    North         East    Units  Estimated Accuracy
 SN0239;SPC ND N     -    92,800.      568,230.      MT  (+/- 180 meters Scaled)
 SN0239
 SN0239                          SUPERSEDED SURVEY CONTROL
 SN0239
 SN0239  NGVD 29 (??/??/92)  629.68   (m)         2065.9    (f) COMPUTED    2 0
 SN0239
 SN0239.Superseded values are not recommended for survey control.
 SN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0239.See file dsdata.txt to determine how the superseded data were derived.
 SN0239
 SN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT559996(NAD 83)
 SN0239_MARKER: DB = BENCH MARK DISK
 SN0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0239_STAMPING: B7Z NO 1 1962
 SN0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0239+STABILITY: SURFACE MOTION
 SN0239
 SN0239  HISTORY     - Date     Condition        Report By
 SN0239  HISTORY     - 1962     MONUMENTED       CGS
 SN0239
 SN0239                          STATION DESCRIPTION
 SN0239
 SN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0239'0.3 MI SE FROM RUSO.
 SN0239'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE JUNCTION WITH THE
 SN0239'MINNEAPOLIS ST PAUL AND SAUL STE MARIE RAILROAD, THENCE 0.2 MILE EAST
 SN0239'ALONG A COUNTY ROAD, AT THE FOOT OF THE SOUTHEAST SLOPE OF A SMALL
 SN0239'KNOLL, 111.1 FEET SOUTHEAST OF THE STATION BM, 85.5 FEET WEST OF A
 SN0239'POWER POLE, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH
 SN0239'OF A FENCE LINE, ABOUT 4 FEET ABOVE THE ROAD, A DISK IN THE TOP OF A
 SN0239'CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0239'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0238 ***********************************************************************
 SN0238  DESIGNATION -  B 7 Z RM 2
 SN0238  PID         -  SN0238
 SN0238  STATE/COUNTY-  ND/MCLEAN
 SN0238  USGS QUAD   -  RUSO (1981)
 SN0238
 SN0238                         *CURRENT SURVEY CONTROL
 SN0238  ___________________________________________________________________
 SN0238* NAD 83(1986)-  47 50 02.     (N)    100 55 30.     (W)     SCALED    
 SN0238* NAVD 88     -       630.607  (meters)    2068.92   (feet)  ADJUSTED  
 SN0238  ___________________________________________________________________
 SN0238  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN0238  DYNAMIC HT  -         630.670 (meters)    2069.12  (feet)  COMP
 SN0238  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 SN0238
 SN0238  VERT ORDER  -  SECOND    CLASS 0
 SN0238
 SN0238.The horizontal coordinates were scaled from a topographic map and have
 SN0238.an estimated accuracy of +/- 6 seconds.
 SN0238
 SN0238.The orthometric height was determined by differential leveling
 SN0238.and adjusted by the National Geodetic Survey in June 1991..
 SN0238
 SN0238.The geoid height was determined by GEOID03.
 SN0238
 SN0238.The dynamic height is computed by dividing the NAVD 88
 SN0238.geopotential number by the normal gravity value computed on the
 SN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0238.degrees latitude (g = 980.6199 gals.).
 SN0238
 SN0238.The modeled gravity was interpolated from observed gravity values.
 SN0238
 SN0238;                    North         East    Units  Estimated Accuracy
 SN0238;SPC ND N     -    92,800.      568,180.      MT  (+/- 180 meters Scaled)
 SN0238
 SN0238                          SUPERSEDED SURVEY CONTROL
 SN0238
 SN0238  NGVD 29 (??/??/92)  630.21   (m)         2067.6    (f) COMPUTED    2 0
 SN0238
 SN0238.Superseded values are not recommended for survey control.
 SN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0238.See file dsdata.txt to determine how the superseded data were derived.
 SN0238
 SN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT559996(NAD 83)
 SN0238_MARKER: DB = BENCH MARK DISK
 SN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0238_STAMPING: B7Z NO 2 1962
 SN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0238+STABILITY: SURFACE MOTION
 SN0238
 SN0238  HISTORY     - Date     Condition        Report By
 SN0238  HISTORY     - 1962     MONUMENTED       CGS
 SN0238
 SN0238                          STATION DESCRIPTION
 SN0238
 SN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0238'0.3 MI SE FROM RUSO.
 SN0238'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING WITH THE
 SN0238'MINNEAPOLIS ST PAUL AND SAUL STE MARIE RAILROAD, THENCE 0.2 MILE EAST
 SN0238'ALONG A COUNTY ROAD, ON THE SOUTH SLOPE OF A SMALL KNOLL ON A FIVE
 SN0238'FOOT BANK, 43 FEET NORTH OF THE CENTERLINE OF THE ROAD, 66.1 FEET
 SN0238'SOUTH SOUTHWEST OF THE STATION MARK, 1.5 FEET SOUTH OF A FENCE LINE,
 SN0238'ABOUT 4 FEET ABOVE THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 SN0238'PROJECTING 0.4 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0238'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0952 ***********************************************************************
 SM0952  DESIGNATION -  B 70
 SM0952  PID         -  SM0952
 SM0952  STATE/COUNTY-  ND/WELLS
 SM0952  USGS QUAD   -  MANFRED SW (1986)
 SM0952
 SM0952                         *CURRENT SURVEY CONTROL
 SM0952  ___________________________________________________________________
 SM0952* NAD 83(1986)-  47 32 52.     (N)    099 55 33.     (W)     SCALED    
 SM0952* NAVD 88     -       600.836  (meters)    1971.24   (feet)  ADJUSTED  
 SM0952  ___________________________________________________________________
 SM0952  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 SM0952  DYNAMIC HT  -         600.893 (meters)    1971.43  (feet)  COMP
 SM0952  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SM0952
 SM0952  VERT ORDER  -  SECOND    CLASS 0
 SM0952
 SM0952.The horizontal coordinates were scaled from a topographic map and have
 SM0952.an estimated accuracy of +/- 6 seconds.
 SM0952
 SM0952.The orthometric height was determined by differential leveling
 SM0952.and adjusted by the National Geodetic Survey in June 1991..
 SM0952
 SM0952.The geoid height was determined by GEOID03.
 SM0952
 SM0952.The dynamic height is computed by dividing the NAVD 88
 SM0952.geopotential number by the normal gravity value computed on the
 SM0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0952.degrees latitude (g = 980.6199 gals.).
 SM0952
 SM0952.The modeled gravity was interpolated from observed gravity values.
 SM0952
 SM0952;                    North         East    Units  Estimated Accuracy
 SM0952;SPC ND N     -    61,060.      643,220.      MT  (+/- 180 meters Scaled)
 SM0952
 SM0952                          SUPERSEDED SURVEY CONTROL
 SM0952
 SM0952  NGVD 29 (??/??/92)  600.428  (m)         1969.90   (f) ADJ UNCH    2 0
 SM0952
 SM0952.Superseded values are not recommended for survey control.
 SM0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0952.See file dsdata.txt to determine how the superseded data were derived.
 SM0952
 SM0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT303664(NAD 83)
 SM0952_MARKER: DB = BENCH MARK DISK
 SM0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0952_STAMPING: B-70 -- 1934
 SM0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0952+STABILITY: SURFACE MOTION
 SM0952
 SM0952  HISTORY     - Date     Condition        Report By
 SM0952  HISTORY     - 1934     MONUMENTED       CGS
 SM0952  HISTORY     - 1948     MARK NOT FOUND   NGS
 SM0952
 SM0952                          STATION DESCRIPTION
 SM0952
 SM0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0952'6.3 MI N FROM HURDSFIELD.
 SM0952'6.3 MILES NORTH ALONG STATE HIGHWAY 3 FROM HURDSFIELD, WELLS COUNTY,
 SM0952'33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 4 FEET SOUTH OF A
 SM0952'FENCE CORNER.  A STANDARD DISK, STAMPED B 70 1934 AND SET IN THE TOP
 SM0952'OF A CONCRETE POST.
 SM0952
 SM0952                          STATION RECOVERY (1948)
 SM0952
 SM0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 SM0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0899 ***********************************************************************
 SM0899  DESIGNATION -  B 71
 SM0899  PID         -  SM0899
 SM0899  STATE/COUNTY-  ND/KIDDER
 SM0899  USGS QUAD   -  TUTTLE SW (1986)
 SM0899
 SM0899                         *CURRENT SURVEY CONTROL
 SM0899  ___________________________________________________________________
 SM0899* NAD 83(1986)-  47 03 11.     (N)    099 56 46.     (W)     SCALED    
 SM0899* NAVD 88     -       545.882  (meters)    1790.95   (feet)  ADJUSTED  
 SM0899  ___________________________________________________________________
 SM0899  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM0899  DYNAMIC HT  -         545.904 (meters)    1791.02  (feet)  COMP
 SM0899  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 SM0899
 SM0899  VERT ORDER  -  SECOND    CLASS 0
 SM0899
 SM0899.The horizontal coordinates were scaled from a topographic map and have
 SM0899.an estimated accuracy of +/- 6 seconds.
 SM0899
 SM0899.The orthometric height was determined by differential leveling
 SM0899.and adjusted by the National Geodetic Survey in June 1991..
 SM0899
 SM0899.The geoid height was determined by GEOID03.
 SM0899
 SM0899.The dynamic height is computed by dividing the NAVD 88
 SM0899.geopotential number by the normal gravity value computed on the
 SM0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0899.degrees latitude (g = 980.6199 gals.).
 SM0899
 SM0899.The modeled gravity was interpolated from observed gravity values.
 SM0899
 SM0899;                    North         East    Units  Estimated Accuracy
 SM0899;SPC ND S     -   154,260.      642,080.      MT  (+/- 180 meters Scaled)
 SM0899
 SM0899                          SUPERSEDED SURVEY CONTROL
 SM0899
 SM0899  NGVD 29 (??/??/92)  545.466  (m)         1789.58   (f) ADJ UNCH    2 0
 SM0899
 SM0899.Superseded values are not recommended for survey control.
 SM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0899.See file dsdata.txt to determine how the superseded data were derived.
 SM0899
 SM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT281114(NAD 83)
 SM0899_MARKER: DB = BENCH MARK DISK
 SM0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0899_STAMPING: B-71-1934
 SM0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0899+STABILITY: SURFACE MOTION
 SM0899
 SM0899  HISTORY     - Date     Condition        Report By
 SM0899  HISTORY     - 1934     MONUMENTED       CGS
 SM0899  HISTORY     - 1959     GOOD             NGS
 SM0899
 SM0899                          STATION DESCRIPTION
 SM0899
 SM0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0899'14.9 MI N FROM STEELE.
 SM0899'B-71 IS LOCATED 14.9 MILES NORTH OF STEELE.  14 MILES NORTH OF
 SM0899'JUNCTION OF STATE NO. 3 AND FEDERAL ROAD NO. 10 51 YARDS NORTH OF
 SM0899'NORTH WEST CORNER OF SCHOOL HOUSE.  41.6 FEET EAST OF CENTERLINE OF
 SM0899'STATE ROAD 3.  30.4 FEET SOUTH OF CENTERLINE OF SECTION ROAD.  6 FEET
 SM0899'SOUTH OF CORNER OF FENCE.  4 FEET EAST OF R/W FENCE.  STANDARD TABLET
 SM0899'SET IN CONCRETE POST 5IN. HIGH.
 SM0899
 SM0899                          STATION RECOVERY (1959)
 SM0899
 SM0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SM0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0900 ***********************************************************************
 SM0900  DESIGNATION -  B 71 RESET
 SM0900  PID         -  SM0900
 SM0900  STATE/COUNTY-  ND/KIDDER
 SM0900  USGS QUAD   -  TUTTLE SW (1986)
 SM0900
 SM0900                         *CURRENT SURVEY CONTROL
 SM0900  ___________________________________________________________________
 SM0900* NAD 83(1986)-  47 03 11.     (N)    099 56 44.     (W)     SCALED    
 SM0900* NAVD 88     -       545.60   (+/-2cm)    1790.0    (feet)  VERTCON   
 SM0900  ___________________________________________________________________
 SM0900  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM0900
 SM0900  VERT ORDER  -  THIRD (See Below)
 SM0900
 SM0900.The horizontal coordinates were scaled from a topographic map and have
 SM0900.an estimated accuracy of +/- 6 seconds.
 SM0900
 SM0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0900.The vertical order pertains to the NGVD 29 superseded value.
 SM0900
 SM0900.The geoid height was determined by GEOID03.
 SM0900
 SM0900;                    North         East    Units  Estimated Accuracy
 SM0900;SPC ND S     -   154,260.      642,120.      MT  (+/- 180 meters Scaled)
 SM0900
 SM0900                          SUPERSEDED SURVEY CONTROL
 SM0900
 SM0900  NGVD 29 (??/??/??)  545.18   (m)         1788.6    (f) RESET       3  
 SM0900
 SM0900.Superseded values are not recommended for survey control.
 SM0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0900.See file dsdata.txt to determine how the superseded data were derived.
 SM0900
 SM0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT281114(NAD 83)
 SM0900_MARKER: DB = BENCH MARK DISK
 SM0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0900_STAMPING: B 71 RESET 1953
 SM0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0900+STABILITY: SURFACE MOTION
 SM0900
 SM0900  HISTORY     - Date     Condition        Report By
 SM0900  HISTORY     - 1953     MONUMENTED       NDHD
 SM0900  HISTORY     - 1959     GOOD             NGS
 SM0900
 SM0900                          STATION DESCRIPTION
 SM0900
 SM0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SM0900'14.9 MI NW FROM STEELE.
 SM0900'0.9 MILE WEST ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SM0900'STATION AT STEELE, KIDDER COUNTY, 14.0 MILES NORTH ALONG STATE HIGHWAY
 SM0900'3.  AT THE INTERSECTION OF A SECTION-LINE ROAD, 78 FEET EAST OF THE
 SM0900'CENTERLINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF THE
 SM0900'SECTION-LINE ROAD, 45 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF
 SM0900'THE FENCE.  A STANDARD DISK, STAMPED B 71 RESET 1953 AND SET IN THE
 SM0900'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0813 ***********************************************************************
 SM0813  DESIGNATION -  B 72
 SM0813  PID         -  SM0813
 SM0813  STATE/COUNTY-  ND/FOSTER
 SM0813  USGS QUAD   -  CARRINGTON EAST (1986)
 SM0813
 SM0813                         *CURRENT SURVEY CONTROL
 SM0813  ___________________________________________________________________
 SM0813* NAD 83(1986)-  47 26 35.     (N)    099 07 22.     (W)     SCALED    
 SM0813* NAVD 88     -       484.509  (meters)    1589.59   (feet)  ADJUSTED  
 SM0813  ___________________________________________________________________
 SM0813  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM0813  DYNAMIC HT  -         484.559 (meters)    1589.76  (feet)  COMP
 SM0813  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 SM0813
 SM0813  VERT ORDER  -  FIRST     CLASS II
 SM0813
 SM0813.The horizontal coordinates were scaled from a topographic map and have
 SM0813.an estimated accuracy of +/- 6 seconds.
 SM0813
 SM0813.The orthometric height was determined by differential leveling
 SM0813.and adjusted by the National Geodetic Survey in June 1991..
 SM0813
 SM0813.The geoid height was determined by GEOID03.
 SM0813
 SM0813.The dynamic height is computed by dividing the NAVD 88
 SM0813.geopotential number by the normal gravity value computed on the
 SM0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0813.degrees latitude (g = 980.6199 gals.).
 SM0813
 SM0813.The modeled gravity was interpolated from observed gravity values.
 SM0813
 SM0813;                    North         East    Units  Estimated Accuracy
 SM0813;SPC ND N     -    50,190.      703,870.      MT  (+/- 180 meters Scaled)
 SM0813
 SM0813                          SUPERSEDED SURVEY CONTROL
 SM0813
 SM0813  NGVD 29 (04/23/90)  484.137  (m)         1588.37   (f) ADJUSTED    1 2
 SM0813
 SM0813.Superseded values are not recommended for survey control.
 SM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0813.See file dsdata.txt to determine how the superseded data were derived.
 SM0813
 SM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT907544(NAD 83)
 SM0813_MARKER: DB = BENCH MARK DISK
 SM0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0813_STAMPING: B 72 1934
 SM0813_MARK LOGO: CGS   
 SM0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0813+STABILITY: SURFACE MOTION
 SM0813
 SM0813  HISTORY     - Date     Condition        Report By
 SM0813  HISTORY     - 1934     MONUMENTED       CGS
 SM0813  HISTORY     - 1960     GOOD             NGS
 SM0813  HISTORY     - 1982     POOR             NGS
 SM0813
 SM0813                          STATION DESCRIPTION
 SM0813
 SM0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0813'0.5 MI SE FROM CARRINGTON.
 SM0813'0.5 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM CARRINGTON,
 SM0813'FOSTER COUNTY, ABOUT 600 FEET SOUTH OF MILEPOST 42, 131 FEET SOUTHEAST
 SM0813'OF TELEPHONE POLE 41+4820, AT A DIRT-ROAD CROSSING, 47 FEET EAST OF
 SM0813'THE CENTERLINE OF THE MAIN TRACK, 36 FEET SOUTH OF THE DIRT ROAD, AND
 SM0813'3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 72
 SM0813'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 SM0813'ABOVE GROUND.
 SM0813
 SM0813                          STATION RECOVERY (1960)
 SM0813
 SM0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0813'RECOVERED IN GOOD CONDITION.
 SM0813
 SM0813                          STATION RECOVERY (1982)
 SM0813
 SM0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0813'RECOVERED THIS DATE, FOUND SLIGHTLY LOOSE IN GROUND.
 SM0813'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0781 ***********************************************************************
 SM0781  DESIGNATION -  B 73
 SM0781  PID         -  SM0781
 SM0781  STATE/COUNTY-  ND/BENSON
 SM0781  USGS QUAD   -  OBERON (1986)
 SM0781
 SM0781                         *CURRENT SURVEY CONTROL
 SM0781  ___________________________________________________________________
 SM0781* NAD 83(1986)-  47 57 49.     (N)    099 12 49.     (W)     SCALED    
 SM0781* NAVD 88     -       474.689  (meters)    1557.38   (feet)  ADJUSTED  
 SM0781  ___________________________________________________________________
 SM0781  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SM0781  DYNAMIC HT  -         474.759 (meters)    1557.61  (feet)  COMP
 SM0781  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 SM0781
 SM0781  VERT ORDER  -  FIRST     CLASS II
 SM0781
 SM0781.The horizontal coordinates were scaled from a topographic map and have
 SM0781.an estimated accuracy of +/- 6 seconds.
 SM0781
 SM0781.The orthometric height was determined by differential leveling
 SM0781.and adjusted by the National Geodetic Survey in June 1991..
 SM0781
 SM0781.The geoid height was determined by GEOID03.
 SM0781
 SM0781.The dynamic height is computed by dividing the NAVD 88
 SM0781.geopotential number by the normal gravity value computed on the
 SM0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0781.degrees latitude (g = 980.6199 gals.).
 SM0781
 SM0781.The modeled gravity was interpolated from observed gravity values.
 SM0781
 SM0781;                    North         East    Units  Estimated Accuracy
 SM0781;SPC ND N     -   107,940.      696,050.      MT  (+/- 180 meters Scaled)
 SM0781
 SM0781                          SUPERSEDED SURVEY CONTROL
 SM0781
 SM0781  NGVD 29 (??/??/92)  474.311  (m)         1556.14   (f) ADJ UNCH    1 2
 SM0781
 SM0781.Superseded values are not recommended for survey control.
 SM0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0781.See file dsdata.txt to determine how the superseded data were derived.
 SM0781
 SM0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU840122(NAD 83)
 SM0781_MARKER: DB = BENCH MARK DISK
 SM0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0781_STAMPING: B 73 1934
 SM0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0781+STABILITY: SURFACE MOTION
 SM0781
 SM0781  HISTORY     - Date     Condition        Report By
 SM0781  HISTORY     - 1934     MONUMENTED       CGS
 SM0781  HISTORY     - 1982     MARK NOT FOUND   NGS
 SM0781
 SM0781                          STATION DESCRIPTION
 SM0781
 SM0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0781'2.8 MI N FROM OBERON.
 SM0781'2.8 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM OBERON, BENSON
 SM0781'COUNTY, 0.2 MILE NORTH OF MILEPOST 81, ABOUT 180 FEET NORTH OF THE
 SM0781'CROSSING OF AN EAST-AND-WEST ROAD, 52.5 FEET WEST OF THE CENTERLINE OF
 SM0781'THE TRACK, AND 12 FEET WEST OF POLE 3149.  A STANDARD DISK, STAMPED B
 SM0781'73 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 SM0781'INCHES ABOVE GROUND.
 SM0781
 SM0781                          STATION RECOVERY (1982)
 SM0781
 SM0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0781'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0805 ***********************************************************************
 SM0805  DESIGNATION -  B 75
 SM0805  PID         -  SM0805
 SM0805  STATE/COUNTY-  ND/WELLS
 SM0805  USGS QUAD   -  SYKESTON (1986)
 SM0805
 SM0805                         *CURRENT SURVEY CONTROL
 SM0805  ___________________________________________________________________
 SM0805* NAD 83(1986)-  47 27 48.     (N)    099 23 39.     (W)     SCALED    
 SM0805* NAVD 88     -       499.714  (meters)    1639.48   (feet)  ADJUSTED  
 SM0805  ___________________________________________________________________
 SM0805  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 SM0805  DYNAMIC HT  -         499.767 (meters)    1639.65  (feet)  COMP
 SM0805  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SM0805
 SM0805  VERT ORDER  -  SECOND    CLASS 0
 SM0805
 SM0805.The horizontal coordinates were scaled from a topographic map and have
 SM0805.an estimated accuracy of +/- 6 seconds.
 SM0805
 SM0805.The orthometric height was determined by differential leveling
 SM0805.and adjusted by the National Geodetic Survey in June 1991..
 SM0805
 SM0805.The geoid height was determined by GEOID03.
 SM0805
 SM0805.The dynamic height is computed by dividing the NAVD 88
 SM0805.geopotential number by the normal gravity value computed on the
 SM0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0805.degrees latitude (g = 980.6199 gals.).
 SM0805
 SM0805.The modeled gravity was interpolated from observed gravity values.
 SM0805
 SM0805;                    North         East    Units  Estimated Accuracy
 SM0805;SPC ND N     -    52,110.      683,370.      MT  (+/- 180 meters Scaled)
 SM0805
 SM0805                          SUPERSEDED SURVEY CONTROL
 SM0805
 SM0805  NGVD 29 (??/??/92)  499.300  (m)         1638.12   (f) ADJ UNCH    2 0
 SM0805
 SM0805.Superseded values are not recommended for survey control.
 SM0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0805.See file dsdata.txt to determine how the superseded data were derived.
 SM0805
 SM0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT702567(NAD 83)
 SM0805_MARKER: DB = BENCH MARK DISK
 SM0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0805_SP_SET: CONCRETE POST
 SM0805_STAMPING: B 75 1934
 SM0805_MARK LOGO: CGS   
 SM0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0805+STABILITY: SURFACE MOTION
 SM0805
 SM0805  HISTORY     - Date     Condition        Report By
 SM0805  HISTORY     - 1934     MONUMENTED       CGS
 SM0805  HISTORY     - 1960     GOOD             NGS
 SM0805  HISTORY     - 1981     GOOD             LOCENG
 SM0805  HISTORY     - 19910421 GOOD             NDWC
 SM0805
 SM0805                          STATION DESCRIPTION
 SM0805
 SM0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0805'IN SYKESTON.
 SM0805'AT SYKESTON, WELLS COUNTY, 0.2 MILE EAST OF THE NORTHERN PACIFIC
 SM0805'RAILWAY STATION, 70 YARDS EAST OF A SIDETRACK SWITCH, AT THE CROSSING
 SM0805'OF A GRADED ROAD, 42 FEET WEST OF THE CENTERLINE OF THE ROAD, 33.9
 SM0805'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND ABOUT 4 INCHES
 SM0805'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED B 75 1934 AND SET IN
 SM0805'THE TOP OF A CONCRETE POST.
 SM0805
 SM0805                          STATION RECOVERY (1981)
 SM0805
 SM0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 SM0805'RECOVERED IN GOOD CONDITION.
 SM0805
 SM0805                          STATION RECOVERY (1991)
 SM0805
 SM0805'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SM0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0079 ***********************************************************************
 SN0079  DESIGNATION -  B 76
 SN0079  PID         -  SN0079
 SN0079  STATE/COUNTY-  ND/SHERIDAN
 SN0079  USGS QUAD   -  DENHOFF (1960)
 SN0079
 SN0079                         *CURRENT SURVEY CONTROL
 SN0079  ___________________________________________________________________
 SN0079* NAD 83(1986)-  47 29 14.     (N)    100 19 31.     (W)     SCALED    
 SN0079* NAVD 88     -       599.155  (meters)    1965.73   (feet)  ADJUSTED  
 SN0079  ___________________________________________________________________
 SN0079  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0079  DYNAMIC HT  -         599.204 (meters)    1965.89  (feet)  COMP
 SN0079  MODELED GRAV-     980,674.8   (mgal)                       NAVD 88
 SN0079
 SN0079  VERT ORDER  -  SECOND    CLASS 0
 SN0079
 SN0079.The horizontal coordinates were scaled from a topographic map and have
 SN0079.an estimated accuracy of +/- 6 seconds.
 SN0079
 SN0079.The orthometric height was determined by differential leveling
 SN0079.and adjusted by the National Geodetic Survey in June 1991..
 SN0079
 SN0079.The geoid height was determined by GEOID03.
 SN0079
 SN0079.The dynamic height is computed by dividing the NAVD 88
 SN0079.geopotential number by the normal gravity value computed on the
 SN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0079.degrees latitude (g = 980.6199 gals.).
 SN0079
 SN0079.The modeled gravity was interpolated from observed gravity values.
 SN0079
 SN0079;                    North         East    Units  Estimated Accuracy
 SN0079;SPC ND N     -    54,190.      613,170.      MT  (+/- 180 meters Scaled)
 SN0079
 SN0079                          SUPERSEDED SURVEY CONTROL
 SN0079
 SN0079  NGVD 29 (??/??/92)  598.748  (m)         1964.39   (f) ADJ UNCH    2 0
 SN0079
 SN0079.Superseded values are not recommended for survey control.
 SN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0079.See file dsdata.txt to determine how the superseded data were derived.
 SN0079
 SN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT001601(NAD 83)
 SN0079_MARKER: DB = BENCH MARK DISK
 SN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0079_STAMPING: B 76 1934
 SN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0079+STABILITY: SURFACE MOTION
 SN0079
 SN0079  HISTORY     - Date     Condition        Report By
 SN0079  HISTORY     - 1934     MONUMENTED       CGS
 SN0079  HISTORY     - 1958     MARK NOT FOUND   NGS
 SN0079
 SN0079                          STATION DESCRIPTION
 SN0079
 SN0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0079'5.8 MI E FROM MCCLUSKY.
 SN0079'5.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM MCCLUSKEY,
 SN0079'SHERIDAN COUNTY, 180 YARDS NORTHWEST OF MILEPOST 57, ON THE SIDE OF A
 SN0079'HIGH HILL, AT A ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE
 SN0079'ROAD, 27.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND
 SN0079'25 FEET SOUTHWEST OF A CATTLE GUARD.  A STANDARD DISK, STAMPED B 76
 SN0079'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 SN0079'GROUND.  NOTE-- THE SITE IS AT THE CROSSING OF STATE HIGHWAY 7 AND THE
 SN0079'MARK MAY HAVE BEEN DESTROYED BY HIGHWAY IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0814 ***********************************************************************
 SN0814  DESIGNATION -  B 77 RESET
 SN0814  PID         -  SN0814
 SN0814  STATE/COUNTY-  ND/MCLEAN
 SN0814  USGS QUAD   -  WASHBURN NE (1980)
 SN0814
 SN0814                         *CURRENT SURVEY CONTROL
 SN0814  ___________________________________________________________________
 SN0814* NAD 83(1986)-  47 27 31.     (N)    101 04 43.     (W)     SCALED    
 SN0814* NAVD 88     -       622.975  (meters)    2043.88   (feet)  ADJUSTED  
 SN0814  ___________________________________________________________________
 SN0814  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0814  DYNAMIC HT  -         623.023 (meters)    2044.03  (feet)  COMP
 SN0814  MODELED GRAV-     980,670.1   (mgal)                       NAVD 88
 SN0814
 SN0814  VERT ORDER  -  SECOND    CLASS 0
 SN0814
 SN0814.The horizontal coordinates were scaled from a topographic map and have
 SN0814.an estimated accuracy of +/- 6 seconds.
 SN0814
 SN0814.The orthometric height was determined by differential leveling
 SN0814.and adjusted by the National Geodetic Survey in June 1991..
 SN0814
 SN0814.The geoid height was determined by GEOID03.
 SN0814
 SN0814.The dynamic height is computed by dividing the NAVD 88
 SN0814.geopotential number by the normal gravity value computed on the
 SN0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0814.degrees latitude (g = 980.6199 gals.).
 SN0814
 SN0814.The modeled gravity was interpolated from observed gravity values.
 SN0814
 SN0814;                    North         East    Units  Estimated Accuracy
 SN0814;SPC ND N     -    51,150.      556,370.      MT  (+/- 180 meters Scaled)
 SN0814
 SN0814                          SUPERSEDED SURVEY CONTROL
 SN0814
 SN0814  NGVD 29 (??/??/92)  622.57   (m)         2042.5    (f) COMPUTED    2 0
 SN0814
 SN0814.Superseded values are not recommended for survey control.
 SN0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0814.See file dsdata.txt to determine how the superseded data were derived.
 SN0814
 SN0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT433582(NAD 83)
 SN0814_MARKER: DB = BENCH MARK DISK
 SN0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0814_STAMPING: B 77 RESET 1942
 SN0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0814+STABILITY: SURFACE MOTION
 SN0814
 SN0814  HISTORY     - Date     Condition        Report By
 SN0814  HISTORY     - 1942     MONUMENTED       CGS
 SN0814  HISTORY     - 1963     GOOD             NGS
 SN0814  HISTORY     - 1982     GOOD             NGS
 SN0814
 SN0814                          STATION DESCRIPTION
 SN0814
 SN0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0814'2.8 MI E FROM UNDERWOOD.
 SN0814'2.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION AT
 SN0814'UNDERWOOD, 112 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 SN0814'NORTH-SOUTH ROAD, 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 54
 SN0814'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 15 FEET SOUTHWEST
 SN0814'OF POWER POLE NO. 102 WHICH IS BRACED BY 3 GUY WIRES, 1.5 FEET EAST OF
 SN0814'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 SN0814'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SN0814
 SN0814                          STATION RECOVERY (1982)
 SN0814
 SN0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0814'3.5 KM (2.15 MI) EAST ALONG STATE HIGHWAY 200 FROM ITS JUNCTION WITH
 SN0814'U.S. HIGHWAY 83 IN UNDERWOOD, AT A GRAVELED AND FIELD ROAD CROSSING,
 SN0814'34.2 M (112.2 FT) NW OF THE CENTER OF THE JUNCTION OF THE ROADS, 30.5
 SN0814'M (100.1 FT) N OF THE CENTERLINE OF THE HIGHWAY, AND 16.5 M (54.1 FT)
 SN0814'W OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0098 ***********************************************************************
 SO0098  DESIGNATION -  B 78
 SO0098  PID         -  SO0098
 SO0098  STATE/COUNTY-  ND/MOUNTRAIL
 SO0098  USGS QUAD   -  PARSHALL (1981)
 SO0098
 SO0098                         *CURRENT SURVEY CONTROL
 SO0098  ___________________________________________________________________
 SO0098* NAD 83(1986)-  47 57 06.     (N)    102 07 45.     (W)     SCALED    
 SO0098* NAVD 88     -       588.316  (meters)    1930.17   (feet)  ADJUSTED  
 SO0098  ___________________________________________________________________
 SO0098  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 SO0098  DYNAMIC HT  -         588.405 (meters)    1930.46  (feet)  COMP
 SO0098  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 SO0098
 SO0098  VERT ORDER  -  SECOND    CLASS 0
 SO0098
 SO0098.The horizontal coordinates were scaled from a topographic map and have
 SO0098.an estimated accuracy of +/- 6 seconds.
 SO0098
 SO0098.The orthometric height was determined by differential leveling
 SO0098.and adjusted by the National Geodetic Survey in June 1991..
 SO0098
 SO0098.The geoid height was determined by GEOID03.
 SO0098
 SO0098.The dynamic height is computed by dividing the NAVD 88
 SO0098.geopotential number by the normal gravity value computed on the
 SO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0098.degrees latitude (g = 980.6199 gals.).
 SO0098
 SO0098.The modeled gravity was interpolated from observed gravity values.
 SO0098
 SO0098;                    North         East    Units  Estimated Accuracy
 SO0098;SPC ND N     -   107,090.      478,330.      MT  (+/- 180 meters Scaled)
 SO0098
 SO0098                          SUPERSEDED SURVEY CONTROL
 SO0098
 SO0098  NGVD 29 (??/??/92)  587.89   (m)         1928.8    (f) COMPUTED    2 0
 SO0098
 SO0098.Superseded values are not recommended for survey control.
 SO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0098.See file dsdata.txt to determine how the superseded data were derived.
 SO0098
 SO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP143149(NAD 83)
 SO0098_MARKER: DB = BENCH MARK DISK
 SO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0098_STAMPING: B 78 1934
 SO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0098+STABILITY: SURFACE MOTION
 SO0098
 SO0098  HISTORY     - Date     Condition        Report By
 SO0098  HISTORY     - 1934     MONUMENTED       CGS
 SO0098  HISTORY     - 1962     MARK NOT FOUND   NGS
 SO0098
 SO0098                          STATION DESCRIPTION
 SO0098
 SO0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0098'IN PARSHALL.
 SO0098'AT PARSHALL, MOUNTRAIL COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT
 SO0098'STE. MARIE RAILROAD, 155.4 FEET WEST OF THE WEST WALL OF THE STATION,
 SO0098'AT THE CROSSING OF STATE HIGHWAY 8, 34 FEET WEST OF THE CENTERLINE OF
 SO0098'THE HIGHWAY, AND 22.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.
 SO0098'A STANDARD DISK, STAMPED B 78 1934 AND SET IN THE TOP OF A CONCRETE
 SO0098'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST.
 SO0098'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0175 ***********************************************************************
 SO0175  DESIGNATION -  B 79
 SO0175  PID         -  SO0175
 SO0175  STATE/COUNTY-  ND/DUNN
 SO0175  USGS QUAD   -  TWIN BUTTES (1967)
 SO0175
 SO0175                         *CURRENT SURVEY CONTROL
 SO0175  ___________________________________________________________________
 SO0175* NAD 83(1986)-  47 32 48.     (N)    102 12 37.     (W)     SCALED    
 SO0175* NAVD 88     -       673.730  (meters)    2210.40   (feet)  ADJUSTED  
 SO0175  ___________________________________________________________________
 SO0175  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0175  DYNAMIC HT  -         673.792 (meters)    2210.60  (feet)  COMP
 SO0175  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 SO0175
 SO0175  VERT ORDER  -  SECOND    CLASS 0
 SO0175
 SO0175.The horizontal coordinates were scaled from a topographic map and have
 SO0175.an estimated accuracy of +/- 6 seconds.
 SO0175
 SO0175.The orthometric height was determined by differential leveling
 SO0175.and adjusted by the National Geodetic Survey in June 1991..
 SO0175
 SO0175.The geoid height was determined by GEOID03.
 SO0175
 SO0175.The dynamic height is computed by dividing the NAVD 88
 SO0175.geopotential number by the normal gravity value computed on the
 SO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0175.degrees latitude (g = 980.6199 gals.).
 SO0175
 SO0175.The modeled gravity was interpolated from observed gravity values.
 SO0175
 SO0175;                    North         East    Units  Estimated Accuracy
 SO0175;SPC ND S     -   210,390.      471,260.      MT  (+/- 180 meters Scaled)
 SO0175
 SO0175                          SUPERSEDED SURVEY CONTROL
 SO0175
 SO0175  NGVD 29 (??/??/92)  673.314  (m)         2209.03   (f) ADJ UNCH    2 0
 SO0175
 SO0175.Superseded values are not recommended for survey control.
 SO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0175.See file dsdata.txt to determine how the superseded data were derived.
 SO0175
 SO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN099696(NAD 83)
 SO0175_MARKER: DB = BENCH MARK DISK
 SO0175_SETTING: 0 = UNSPECIFIED SETTING
 SO0175_STAMPING: B 79 1934
 SO0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0175
 SO0175  HISTORY     - Date     Condition        Report By
 SO0175  HISTORY     - 1934     MONUMENTED       CGS
 SO0175  HISTORY     - 1970     GOOD             NGS
 SO0175
 SO0175                          STATION DESCRIPTION
 SO0175
 SO0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SO0175'16.45 MI NE FROM HALLIDAY.
 SO0175'THE TO REACH HAS CHANGED.  IT IS 16.45 MILES NORTHEAST ALONG STATE
 SO0175'HIGHWAY 8 FROM ITS CROSSING WITH THE NORTHERN PACIFIC RAILROAD IN
 SO0175'HALLIDAY, 1.0 MILE SOUTH ALONG HIGHWAY 8 FROM THE GARRISON RESERVOIR,
 SO0175'AT THE TOP OF THE BLUFF OVER-LOOKING THE RESERVOIR, ABOUT 0.5 MILE
 SO0175'NORTH-NORTHWEST OF A WHITE CHURCH, 72 FEET WEST OF THE CENTER OF
 SO0175'HIGHWAY 8, 14 FEET SOUTH OF THE SOUTH EDGE OF BANK OF ABANDONED TRACK
 SO0175'ROAD LEADING NORTHWEST DOWN INTO THE VALLEY, AND 1.4 FEET NORTH OF A
 SO0175'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1314 ***********************************************************************
 TG1314  DESIGNATION -  B 8
 TG1314  PID         -  TG1314
 TG1314  STATE/COUNTY-  ND/WILLIAMS
 TG1314  USGS QUAD   -  WILLISTON EAST (1976)
 TG1314
 TG1314                         *CURRENT SURVEY CONTROL
 TG1314  ___________________________________________________________________
 TG1314* NAD 83(1986)-  48 08 45.     (N)    103 34 53.     (W)     SCALED    
 TG1314* NAVD 88     -       572.942  (meters)    1879.73   (feet)  ADJUSTED  
 TG1314  ___________________________________________________________________
 TG1314  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1314  DYNAMIC HT  -         573.025 (meters)    1880.00  (feet)  COMP
 TG1314  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 TG1314
 TG1314  VERT ORDER  -  FIRST     CLASS II
 TG1314
 TG1314.The horizontal coordinates were scaled from a topographic map and have
 TG1314.an estimated accuracy of +/- 6 seconds.
 TG1314
 TG1314.The orthometric height was determined by differential leveling
 TG1314.and adjusted by the National Geodetic Survey in June 1991..
 TG1314
 TG1314.The geoid height was determined by GEOID03.
 TG1314
 TG1314.The dynamic height is computed by dividing the NAVD 88
 TG1314.geopotential number by the normal gravity value computed on the
 TG1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1314.degrees latitude (g = 980.6199 gals.).
 TG1314
 TG1314.The modeled gravity was interpolated from observed gravity values.
 TG1314
 TG1314;                    North         East    Units  Estimated Accuracy
 TG1314;SPC ND N     -   131,980.      370,780.      MT  (+/- 180 meters Scaled)
 TG1314
 TG1314                          SUPERSEDED SURVEY CONTROL
 TG1314
 TG1314  NGVD 29 (??/??/92)  572.456  (m)         1878.13   (f) ADJ UNCH    1 2
 TG1314
 TG1314.Superseded values are not recommended for survey control.
 TG1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1314.See file dsdata.txt to determine how the superseded data were derived.
 TG1314
 TG1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP055334(NAD 83)
 TG1314_MARKER: DB = BENCH MARK DISK
 TG1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1314_STAMPING: ELEV 1878.031 FT B 8
 TG1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1314+STABILITY: SURFACE MOTION
 TG1314
 TG1314  HISTORY     - Date     Condition        Report By
 TG1314  HISTORY     - UNK      MONUMENTED       CGS
 TG1314  HISTORY     - 1934     GOOD             NGS
 TG1314
 TG1314                          STATION DESCRIPTION
 TG1314
 TG1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TG1314'1.9 MI NE FROM WILLISTON.
 TG1314'1.9 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1314'AT WILLISTON, WILLIAMS COUNTY, 316 FEET NORTH OF THE SOUTH EDGE OF THE
 TG1314'LOADING PLATFORM OF THE STOCKYARDS, 58 FEET NORTHWEST OF THE CENTER
 TG1314'LINE OF THE TRACK, AND ABOUT 1/2 FOOT HIGHER THAN THE RAIL.  A
 TG1314'STANDARD DISK, STAMPED ELEV 1878.031 FT B 8 AND SET IN THE TOP OF A
 TG1314'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0765 ***********************************************************************
 SN0765  DESIGNATION -  B 8 B 1
 SN0765  PID         -  SN0765
 SN0765  STATE/COUNTY-  ND/WARD
 SN0765  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0765
 SN0765                         *CURRENT SURVEY CONTROL
 SN0765  ___________________________________________________________________
 SN0765* NAD 83(1986)-  47 53 21.     (N)    101 04 46.     (W)     SCALED    
 SN0765* NAVD 88     -       662.213  (meters)    2172.61   (feet)  ADJUSTED  
 SN0765  ___________________________________________________________________
 SN0765  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0765  DYNAMIC HT  -         662.280 (meters)    2172.83  (feet)  COMP
 SN0765  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 SN0765
 SN0765  VERT ORDER  -  SECOND    CLASS 0
 SN0765
 SN0765.The horizontal coordinates were scaled from a topographic map and have
 SN0765.an estimated accuracy of +/- 6 seconds.
 SN0765
 SN0765.The orthometric height was determined by differential leveling
 SN0765.and adjusted by the National Geodetic Survey in June 1991..
 SN0765
 SN0765.The geoid height was determined by GEOID03.
 SN0765
 SN0765.The dynamic height is computed by dividing the NAVD 88
 SN0765.geopotential number by the normal gravity value computed on the
 SN0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0765.degrees latitude (g = 980.6199 gals.).
 SN0765
 SN0765.The modeled gravity was interpolated from observed gravity values.
 SN0765
 SN0765;                    North         East    Units  Estimated Accuracy
 SN0765;SPC ND N     -    99,020.      556,670.      MT  (+/- 180 meters Scaled)
 SN0765
 SN0765                          SUPERSEDED SURVEY CONTROL
 SN0765
 SN0765  NGVD 29 (??/??/92)  661.82   (m)         2171.3    (f) COMPUTED    2 0
 SN0765
 SN0765.Superseded values are not recommended for survey control.
 SN0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0765.See file dsdata.txt to determine how the superseded data were derived.
 SN0765
 SN0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU445060(NAD 83)
 SN0765_MARKER: Z = SEE DESCRIPTION
 SN0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0765_SP_SET: CONCRETE PEDESTAL
 SN0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0765
 SN0765  HISTORY     - Date     Condition        Report By
 SN0765  HISTORY     - UNK      MONUMENTED       DOD
 SN0765  HISTORY     - 1962     GOOD             NGS
 SN0765
 SN0765                          STATION DESCRIPTION
 SN0765
 SN0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0765'4.1 MI N FROM BENEDICT.
 SN0765'ABOUT 4.1 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0765'BENEDICT, IN A FIELD, ON THE SOUTH SLOPE OF A KNOLL, ABOUT 66 YARDS
 SN0765'WEST OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT
 SN0765'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0764 ***********************************************************************
 SN0764  DESIGNATION -  B 8 B 2
 SN0764  PID         -  SN0764
 SN0764  STATE/COUNTY-  ND/WARD
 SN0764  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0764
 SN0764                         *CURRENT SURVEY CONTROL
 SN0764  ___________________________________________________________________
 SN0764* NAD 83(1986)-  47 53 15.     (N)    101 04 31.     (W)     SCALED    
 SN0764* NAVD 88     -       659.781  (meters)    2164.63   (feet)  ADJUSTED  
 SN0764  ___________________________________________________________________
 SN0764  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SN0764  DYNAMIC HT  -         659.848 (meters)    2164.85  (feet)  COMP
 SN0764  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 SN0764
 SN0764  VERT ORDER  -  SECOND    CLASS 0
 SN0764
 SN0764.The horizontal coordinates were scaled from a topographic map and have
 SN0764.an estimated accuracy of +/- 6 seconds.
 SN0764
 SN0764.The orthometric height was determined by differential leveling
 SN0764.and adjusted by the National Geodetic Survey in June 1991..
 SN0764
 SN0764.The geoid height was determined by GEOID03.
 SN0764
 SN0764.The dynamic height is computed by dividing the NAVD 88
 SN0764.geopotential number by the normal gravity value computed on the
 SN0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0764.degrees latitude (g = 980.6199 gals.).
 SN0764
 SN0764.The modeled gravity was interpolated from observed gravity values.
 SN0764
 SN0764;                    North         East    Units  Estimated Accuracy
 SN0764;SPC ND N     -    98,830.      556,980.      MT  (+/- 180 meters Scaled)
 SN0764
 SN0764                          SUPERSEDED SURVEY CONTROL
 SN0764
 SN0764  NGVD 29 (??/??/92)  659.39   (m)         2163.3    (f) COMPUTED    2 0
 SN0764
 SN0764.Superseded values are not recommended for survey control.
 SN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0764.See file dsdata.txt to determine how the superseded data were derived.
 SN0764
 SN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU448058(NAD 83)
 SN0764_MARKER: Z = SEE DESCRIPTION
 SN0764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0764_SP_SET: CONCRETE PEDESTAL
 SN0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0764
 SN0764  HISTORY     - Date     Condition        Report By
 SN0764  HISTORY     - UNK      MONUMENTED       DOD
 SN0764  HISTORY     - 1962     GOOD             NGS
 SN0764
 SN0764                          STATION DESCRIPTION
 SN0764
 SN0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0764'4.0 MI N FROM BENEDICT.
 SN0764'3.9 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0764'BENEDICT, THENCE, 0.1 MILE EAST ACROSS AN OPEN FIELD, ON THE TOP OF
 SN0764'THE FIRST KNOLL EAST OF THE ROAD, ABOUT 15 YARDS SOUTH OF A FENCE LINE
 SN0764'THAT SEPERATES TWO FIELDS, ABOUT 15 FOOT ABOVE THE ROAD.  NOTE-- A 1
 SN0764'1/2 FOOT PEDESTAL (CONCRETE) PROJECTS 4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0763 ***********************************************************************
 SN0763  DESIGNATION -  B 8 Z
 SN0763  PID         -  SN0763
 SN0763  STATE/COUNTY-  ND/WARD
 SN0763  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0763
 SN0763                         *CURRENT SURVEY CONTROL
 SN0763  ___________________________________________________________________
 SN0763* NAD 83(1986)-  47 53 05.     (N)    101 05 01.     (W)     SCALED    
 SN0763* NAVD 88     -       659.202  (meters)    2162.73   (feet)  ADJUSTED  
 SN0763  ___________________________________________________________________
 SN0763  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0763  DYNAMIC HT  -         659.269 (meters)    2162.95  (feet)  COMP
 SN0763  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0763
 SN0763  VERT ORDER  -  SECOND    CLASS 0
 SN0763
 SN0763.The horizontal coordinates were scaled from a topographic map and have
 SN0763.an estimated accuracy of +/- 6 seconds.
 SN0763
 SN0763.The orthometric height was determined by differential leveling
 SN0763.and adjusted by the National Geodetic Survey in June 1991..
 SN0763
 SN0763.The geoid height was determined by GEOID03.
 SN0763
 SN0763.The dynamic height is computed by dividing the NAVD 88
 SN0763.geopotential number by the normal gravity value computed on the
 SN0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0763.degrees latitude (g = 980.6199 gals.).
 SN0763
 SN0763.The modeled gravity was interpolated from observed gravity values.
 SN0763
 SN0763;                    North         East    Units  Estimated Accuracy
 SN0763;SPC ND N     -    98,530.      556,350.      MT  (+/- 180 meters Scaled)
 SN0763
 SN0763                          SUPERSEDED SURVEY CONTROL
 SN0763
 SN0763  NGVD 29 (??/??/92)  658.81   (m)         2161.4    (f) COMPUTED    2 0
 SN0763
 SN0763.Superseded values are not recommended for survey control.
 SN0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0763.See file dsdata.txt to determine how the superseded data were derived.
 SN0763
 SN0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU442055(NAD 83)
 SN0763_MARKER: DS = TRIANGULATION STATION DISK
 SN0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0763_STAMPING: B 8 Z 1962
 SN0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0763+STABILITY: SURFACE MOTION
 SN0763
 SN0763  HISTORY     - Date     Condition        Report By
 SN0763  HISTORY     - 1962     MONUMENTED       CGS
 SN0763
 SN0763                          STATION DESCRIPTION
 SN0763
 SN0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0763'3.9 MI N FROM BENEDICT.
 SN0763'3.7 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0763'BENEDICT, THENCE, 0.2 MILE WEST ALONG A PRIVATE DRIVE, IN THE YARD OF
 SN0763'A SMALL WHITE HOUSE THAT HAS A LARGE RED BARN AND A WELL WITH A
 SN0763'WINDMILL, 110.5 FEET SOUTHEAST OF THE WELL, 36 FEET NORTH-NORTHWEST OF
 SN0763'THE SOUTHEAST CORNER OF THE HOUSE, 60 FEET WEST OF A POWER POLE, 3.5
 SN0763'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE YARD AND SET IN THE
 SN0763'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0761 ***********************************************************************
 SN0761  DESIGNATION -  B 8 Z RM 1
 SN0761  PID         -  SN0761
 SN0761  STATE/COUNTY-  ND/WARD
 SN0761  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0761
 SN0761                         *CURRENT SURVEY CONTROL
 SN0761  ___________________________________________________________________
 SN0761* NAD 83(1986)-  47 53 05.     (N)    101 05 00.     (W)     SCALED    
 SN0761* NAVD 88     -       658.725  (meters)    2161.17   (feet)  ADJUSTED  
 SN0761  ___________________________________________________________________
 SN0761  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0761  DYNAMIC HT  -         658.792 (meters)    2161.39  (feet)  COMP
 SN0761  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0761
 SN0761  VERT ORDER  -  SECOND    CLASS 0
 SN0761
 SN0761.The horizontal coordinates were scaled from a topographic map and have
 SN0761.an estimated accuracy of +/- 6 seconds.
 SN0761
 SN0761.The orthometric height was determined by differential leveling
 SN0761.and adjusted by the National Geodetic Survey in June 1991..
 SN0761
 SN0761.The geoid height was determined by GEOID03.
 SN0761
 SN0761.The dynamic height is computed by dividing the NAVD 88
 SN0761.geopotential number by the normal gravity value computed on the
 SN0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0761.degrees latitude (g = 980.6199 gals.).
 SN0761
 SN0761.The modeled gravity was interpolated from observed gravity values.
 SN0761
 SN0761;                    North         East    Units  Estimated Accuracy
 SN0761;SPC ND N     -    98,530.      556,380.      MT  (+/- 180 meters Scaled)
 SN0761
 SN0761                          SUPERSEDED SURVEY CONTROL
 SN0761
 SN0761  NGVD 29 (??/??/92)  658.33   (m)         2159.9    (f) COMPUTED    2 0
 SN0761
 SN0761.Superseded values are not recommended for survey control.
 SN0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0761.See file dsdata.txt to determine how the superseded data were derived.
 SN0761
 SN0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU442055(NAD 83)
 SN0761_MARKER: DR = REFERENCE MARK DISK
 SN0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0761_STAMPING: B 8 Z NO 1 1962
 SN0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0761+STABILITY: SURFACE MOTION
 SN0761
 SN0761  HISTORY     - Date     Condition        Report By
 SN0761  HISTORY     - 1962     MONUMENTED       CGS
 SN0761
 SN0761                          STATION DESCRIPTION
 SN0761
 SN0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0761'3.9 MI N FROM BENEDICT.
 SN0761'3.7 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0761'BENEDICT, THENCE, 0.2 MILE WEST ALONG A PRIVATE DRIVE, IN THE YARD OF
 SN0761'A SMALL WHITE HOUSE WITH A LARGE RED BARN AND A WELL WITH A WINDMILL,
 SN0761'40.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 35.5 FEET
 SN0761'WEST OF A POWER POLE, 24.9 FEET EAST OF THE STATION MARK, ABOUT LEVEL
 SN0761'WITH THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 SN0761'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0762 ***********************************************************************
 SN0762  DESIGNATION -  B 8 Z RM 2
 SN0762  PID         -  SN0762
 SN0762  STATE/COUNTY-  ND/WARD
 SN0762  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0762
 SN0762                         *CURRENT SURVEY CONTROL
 SN0762  ___________________________________________________________________
 SN0762* NAD 83(1986)-  47 53 04.     (N)    101 05 00.     (W)     SCALED    
 SN0762* NAVD 88     -       659.259  (meters)    2162.92   (feet)  ADJUSTED  
 SN0762  ___________________________________________________________________
 SN0762  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0762  DYNAMIC HT  -         659.326 (meters)    2163.14  (feet)  COMP
 SN0762  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0762
 SN0762  VERT ORDER  -  SECOND    CLASS 0
 SN0762
 SN0762.The horizontal coordinates were scaled from a topographic map and have
 SN0762.an estimated accuracy of +/- 6 seconds.
 SN0762
 SN0762.The orthometric height was determined by differential leveling
 SN0762.and adjusted by the National Geodetic Survey in June 1991..
 SN0762
 SN0762.The geoid height was determined by GEOID03.
 SN0762
 SN0762.The dynamic height is computed by dividing the NAVD 88
 SN0762.geopotential number by the normal gravity value computed on the
 SN0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0762.degrees latitude (g = 980.6199 gals.).
 SN0762
 SN0762.The modeled gravity was interpolated from observed gravity values.
 SN0762
 SN0762;                    North         East    Units  Estimated Accuracy
 SN0762;SPC ND N     -    98,500.      556,370.      MT  (+/- 180 meters Scaled)
 SN0762
 SN0762                          SUPERSEDED SURVEY CONTROL
 SN0762
 SN0762  NGVD 29 (??/??/92)  658.86   (m)         2161.6    (f) COMPUTED    2 0
 SN0762
 SN0762.Superseded values are not recommended for survey control.
 SN0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0762.See file dsdata.txt to determine how the superseded data were derived.
 SN0762
 SN0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU442055(NAD 83)
 SN0762_MARKER: DR = REFERENCE MARK DISK
 SN0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0762_STAMPING: B 8 Z NO 2 1962
 SN0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0762+STABILITY: SURFACE MOTION
 SN0762
 SN0762  HISTORY     - Date     Condition        Report By
 SN0762  HISTORY     - 1962     MONUMENTED       CGS
 SN0762
 SN0762                          STATION DESCRIPTION
 SN0762
 SN0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0762'3.9 MI N FROM BENEDICT.
 SN0762'3.7 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0762'BENEDICT, THENCE, 0.2 MILE WEST ALONG A PRIVATE DIRVE, IN THE YARD AT
 SN0762'A SMALL WHITE HOUSE, THAT HAS A LARGE RED BARN AND A WELL WITH A
 SN0762'WINDMILL, 31.8 FEET SOUTH OF THE STATION MARK, 8 FEET WEST OF THE
 SN0762'SOUTHEAST CORNER OF THE HOUSE, 3.3 FEET NORTH OF THE NORTH WALL OF THE
 SN0762'HOUSE, ABOUT LEVEL WITH THE YARD AND SET IN THE TOP OF A CONCRETE POST
 SN0762'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1089 ***********************************************************************
 SN1089  DESIGNATION -  B 80
 SN1089  PID         -  SN1089
 SN1089  STATE/COUNTY-  ND/MCLEAN
 SN1089  USGS QUAD   -  EMMET NE (1956)
 SN1089
 SN1089                         *CURRENT SURVEY CONTROL
 SN1089  ___________________________________________________________________
 SN1089* NAD 83(1986)-  47 38 46.     (N)    101 35 23.     (W)     SCALED    
 SN1089* NAVD 88     -       614.535  (meters)    2016.19   (feet)  POSTED    
 SN1089  ___________________________________________________________________
 SN1089  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SN1089  DYNAMIC HT  -         614.590 (meters)    2016.37  (feet)  COMP
 SN1089  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 SN1089
 SN1089  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SN1089
 SN1089.The horizontal coordinates were scaled from a topographic map and have
 SN1089.an estimated accuracy of +/- 6 seconds.
 SN1089
 SN1089.The orthometric height was determined by differential leveling
 SN1089.and adjusted by the National Geodetic Survey in 1992..
 SN1089.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SN1089.rate of 1.1 thru 2.0 mm/km.
 SN1089
 SN1089.The geoid height was determined by GEOID03.
 SN1089
 SN1089.The dynamic height is computed by dividing the NAVD 88
 SN1089.geopotential number by the normal gravity value computed on the
 SN1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1089.degrees latitude (g = 980.6199 gals.).
 SN1089
 SN1089.The modeled gravity was interpolated from observed gravity values.
 SN1089
 SN1089;                    North         East    Units  Estimated Accuracy
 SN1089;SPC ND N     -    72,410.      518,130.      MT  (+/- 180 meters Scaled)
 SN1089
 SN1089                          SUPERSEDED SURVEY CONTROL
 SN1089
 SN1089  NGVD 29 (??/??/92)  614.139  (m)         2014.89   (f) ADJ UNCH    2 0
 SN1089
 SN1089.Superseded values are not recommended for survey control.
 SN1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1089.See file dsdata.txt to determine how the superseded data were derived.
 SN1089
 SN1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT055802(NAD 83)
 SN1089_MARKER: DB = BENCH MARK DISK
 SN1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1089_STAMPING: B-80 -- 1934
 SN1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1089+STABILITY: SURFACE MOTION
 SN1089
 SN1089  HISTORY     - Date     Condition        Report By
 SN1089  HISTORY     - 1934     MONUMENTED       CGS
 SN1089  HISTORY     - 1942     GOOD             NGS
 SN1089
 SN1089                          STATION DESCRIPTION
 SN1089
 SN1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN1089'9.1 MI W FROM GARRISON.
 SN1089'9.1 MILES WEST OF, ALONG STATE HY. NO. 37.  B-80 IS LOCATED 9.1 MILES
 SN1089'WEST OF THE POST OFFICE AT GARRISON.  1.9 MILES WEST OF A CONCRETE
 SN1089'BRIDGE ON HIGHWAY.  57 FT. WEST OF CENTERLINE OF A SECTION ROAD.  47
 SN1089'FT. SOUTH OF CENTERLINE OF STATE HY. NO. 37.  8 FT. WEST OF WEST EDGE
 SN1089'OF A LARGE ROCK PILE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6
 SN1089'IN. HIGH.
 SN1089
 SN1089                          STATION RECOVERY (1942)
 SN1089
 SN1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 SN1089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1090 ***********************************************************************
 SN1090  DESIGNATION -  B 80 RESET
 SN1090  PID         -  SN1090
 SN1090  STATE/COUNTY-  ND/MCLEAN
 SN1090  USGS QUAD   -  EMMET NE (1956)
 SN1090
 SN1090                         *CURRENT SURVEY CONTROL
 SN1090  ___________________________________________________________________
 SN1090* NAD 83(1986)-  47 38 46.     (N)    101 35 23.     (W)     SCALED    
 SN1090* NAVD 88     -       613.293  (meters)    2012.11   (feet)  ADJUSTED  
 SN1090  ___________________________________________________________________
 SN1090  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SN1090  DYNAMIC HT  -         613.351 (meters)    2012.30  (feet)  COMP
 SN1090  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 SN1090
 SN1090  VERT ORDER  -  SECOND    CLASS 0
 SN1090
 SN1090.The horizontal coordinates were scaled from a topographic map and have
 SN1090.an estimated accuracy of +/- 6 seconds.
 SN1090
 SN1090.The orthometric height was determined by differential leveling
 SN1090.and adjusted by the National Geodetic Survey in June 1991..
 SN1090
 SN1090.The geoid height was determined by GEOID03.
 SN1090
 SN1090.The dynamic height is computed by dividing the NAVD 88
 SN1090.geopotential number by the normal gravity value computed on the
 SN1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1090.degrees latitude (g = 980.6199 gals.).
 SN1090
 SN1090.The modeled gravity was interpolated from observed gravity values.
 SN1090
 SN1090;                    North         East    Units  Estimated Accuracy
 SN1090;SPC ND N     -    72,410.      518,130.      MT  (+/- 180 meters Scaled)
 SN1090
 SN1090                          SUPERSEDED SURVEY CONTROL
 SN1090
 SN1090  NGVD 29 (??/??/92)  612.880  (m)         2010.76   (f) ADJ UNCH    2 0
 SN1090
 SN1090.Superseded values are not recommended for survey control.
 SN1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1090.See file dsdata.txt to determine how the superseded data were derived.
 SN1090
 SN1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT055802(NAD 83)
 SN1090_MARKER: DB = BENCH MARK DISK
 SN1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1090_STAMPING: B 80 RESET 1949
 SN1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1090+STABILITY: SURFACE MOTION
 SN1090
 SN1090  HISTORY     - Date     Condition        Report By
 SN1090  HISTORY     - 1949     MONUMENTED       CGS
 SN1090  HISTORY     - 1962     GOOD             NGS
 SN1090
 SN1090                          STATION DESCRIPTION
 SN1090
 SN1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1090'3 MI E FROM EMMET.
 SN1090'3 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET, AT A
 SN1090'ROAD INTERSECTION, 176 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SN1090'INTERSECTION, 125 FEET WEST OF THE CENTERLINE OF THE ROAD, 88 FEET
 SN1090'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.4 FEET NORTH OF A FENCE
 SN1090'LINE, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 SN1090'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0972 ***********************************************************************
 SN0972  DESIGNATION -  B 81
 SN0972  PID         -  SN0972
 SN0972  STATE/COUNTY-  ND/MERCER
 SN0972  USGS QUAD   -  HAZEN EAST (1968)
 SN0972
 SN0972                         *CURRENT SURVEY CONTROL
 SN0972  ___________________________________________________________________
 SN0972* NAD 83(1986)-  47 19 01.     (N)    101 32 35.     (W)     SCALED    
 SN0972* NAVD 88     -       528.421  (meters)    1733.66   (feet)  ADJUSTED  
 SN0972  ___________________________________________________________________
 SN0972  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SN0972  DYNAMIC HT  -         528.454 (meters)    1733.77  (feet)  COMP
 SN0972  MODELED GRAV-     980,658.9   (mgal)                       NAVD 88
 SN0972
 SN0972  VERT ORDER  -  SECOND    CLASS 0
 SN0972
 SN0972.The horizontal coordinates were scaled from a topographic map and have
 SN0972.an estimated accuracy of +/- 6 seconds.
 SN0972
 SN0972.The orthometric height was determined by differential leveling
 SN0972.and adjusted by the National Geodetic Survey in June 1991..
 SN0972
 SN0972.The geoid height was determined by GEOID03.
 SN0972
 SN0972.The dynamic height is computed by dividing the NAVD 88
 SN0972.geopotential number by the normal gravity value computed on the
 SN0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0972.degrees latitude (g = 980.6199 gals.).
 SN0972
 SN0972.The modeled gravity was interpolated from observed gravity values.
 SN0972
 SN0972;                    North         East    Units  Estimated Accuracy
 SN0972;SPC ND S     -   183,970.      521,140.      MT  (+/- 180 meters Scaled)
 SN0972
 SN0972                          SUPERSEDED SURVEY CONTROL
 SN0972
 SN0972  NGVD 29 (??/??/92)  528.034  (m)         1732.39   (f) ADJ UNCH    2 0
 SN0972
 SN0972.Superseded values are not recommended for survey control.
 SN0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0972.See file dsdata.txt to determine how the superseded data were derived.
 SN0972
 SN0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT078435(NAD 83)
 SN0972_MARKER: DB = BENCH MARK DISK
 SN0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0972_STAMPING: B 81 1934 1732.424
 SN0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0972+STABILITY: SURFACE MOTION
 SN0972
 SN0972  HISTORY     - Date     Condition        Report By
 SN0972  HISTORY     - 1934     MONUMENTED       CGS
 SN0972  HISTORY     - 1958     GOOD             NGS
 SN0972
 SN0972                          STATION DESCRIPTION
 SN0972
 SN0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0972'4.1 MI NE FROM HAZEN.
 SN0972'4.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0972'STATION AT HAZEN, 11 POLES SOUTHWEST OF MILEPOST 60, AT THE NORTHEAST
 SN0972'END OF A LONG FILL AND SOUTHWEST END OF A CUT, 45 FEET SOUTHEAST OF
 SN0972'THE SOUTHEAST RAIL, 55 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD
 SN0972'CROSSING, 26 FEET NORTHEAST OF THE CENTER LINE OF A ROAD AND GATE, 1
 SN0972'1/2 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 SN0972'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 SN0972'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0341 ***********************************************************************
 SO0341  DESIGNATION -  B 82
 SO0341  PID         -  SO0341
 SO0341  STATE/COUNTY-  ND/DUNN
 SO0341  USGS QUAD   -  WERNER (1973)
 SO0341
 SO0341                         *CURRENT SURVEY CONTROL
 SO0341  ___________________________________________________________________
 SO0341* NAD 83(1986)-  47 21 37.     (N)    102 25 26.     (W)     SCALED    
 SO0341* NAVD 88     -       636.010  (meters)    2086.64   (feet)  ADJUSTED  
 SO0341  ___________________________________________________________________
 SO0341  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0341  DYNAMIC HT  -         636.056 (meters)    2086.79  (feet)  COMP
 SO0341  MODELED GRAV-     980,662.5   (mgal)                       NAVD 88
 SO0341
 SO0341  VERT ORDER  -  SECOND    CLASS 0
 SO0341
 SO0341.The horizontal coordinates were scaled from a topographic map and have
 SO0341.an estimated accuracy of +/- 6 seconds.
 SO0341
 SO0341.The orthometric height was determined by differential leveling
 SO0341.and adjusted by the National Geodetic Survey in June 1991..
 SO0341
 SO0341.The geoid height was determined by GEOID03.
 SO0341
 SO0341.The dynamic height is computed by dividing the NAVD 88
 SO0341.geopotential number by the normal gravity value computed on the
 SO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0341.degrees latitude (g = 980.6199 gals.).
 SO0341
 SO0341.The modeled gravity was interpolated from observed gravity values.
 SO0341
 SO0341;                    North         East    Units  Estimated Accuracy
 SO0341;SPC ND S     -   190,040.      454,680.      MT  (+/- 180 meters Scaled)
 SO0341
 SO0341                          SUPERSEDED SURVEY CONTROL
 SO0341
 SO0341  NGVD 29 (??/??/92)  635.568  (m)         2085.19   (f) ADJ UNCH    2 0
 SO0341
 SO0341.Superseded values are not recommended for survey control.
 SO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0341.See file dsdata.txt to determine how the superseded data were derived.
 SO0341
 SO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN945484(NAD 83)
 SO0341_MARKER: DB = BENCH MARK DISK
 SO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0341_STAMPING: B 82 1934
 SO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0341+STABILITY: SURFACE MOTION
 SO0341
 SO0341  HISTORY     - Date     Condition        Report By
 SO0341  HISTORY     - 1934     MONUMENTED       CGS
 SO0341  HISTORY     - 1958     GOOD             NGS
 SO0341
 SO0341                          STATION DESCRIPTION
 SO0341
 SO0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0341'1.5 MI E FROM WERNER.
 SO0341'ABOUT 1.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0341'STATION AT WERNER, OR ABOUT 4.10 MILE NORTHWEST ALONG THE NORTHERN
 SO0341'PACIFIC RAILROAD FROM THE STATION AT HALLIDAY, 3 1/2 POLES WEST OF
 SO0341'MILEPOST 105, 36 FEET NORTH OF THE NORTH RAIL, 24 FEET EAST OF THE
 SO0341'CENTER LINE OF AN OLD ROAD, 52 FEET NORTHEAST OF THE CENTER OF THE OLD
 SO0341'ROAD CROSSING, 12 FEET SOUTH OF A FENCE, 2 FEET EAST OF A CONCRETE
 SO0341'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 SO0341'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0398 ***********************************************************************
 SO0398  DESIGNATION -  B 84
 SO0398  PID         -  SO0398
 SO0398  STATE/COUNTY-  ND/DUNN
 SO0398  USGS QUAD   -  MANNING SE (1973)
 SO0398
 SO0398                         *CURRENT SURVEY CONTROL
 SO0398  ___________________________________________________________________
 SO0398* NAD 83(1986)-  47 06 40.     (N)    102 47 00.     (W)     SCALED    
 SO0398* NAVD 88     -       722.795  (meters)    2371.37   (feet)  ADJUSTED  
 SO0398  ___________________________________________________________________
 SO0398  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SO0398  DYNAMIC HT  -         722.818 (meters)    2371.45  (feet)  COMP
 SO0398  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 SO0398
 SO0398  VERT ORDER  -  SECOND    CLASS 0
 SO0398
 SO0398.The horizontal coordinates were scaled from a topographic map and have
 SO0398.an estimated accuracy of +/- 6 seconds.
 SO0398
 SO0398.The orthometric height was determined by differential leveling
 SO0398.and adjusted by the National Geodetic Survey in June 1991..
 SO0398
 SO0398.The geoid height was determined by GEOID03.
 SO0398
 SO0398.The dynamic height is computed by dividing the NAVD 88
 SO0398.geopotential number by the normal gravity value computed on the
 SO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0398.degrees latitude (g = 980.6199 gals.).
 SO0398
 SO0398.The modeled gravity was interpolated from observed gravity values.
 SO0398
 SO0398;                    North         East    Units  Estimated Accuracy
 SO0398;SPC ND S     -   163,080.      426,730.      MT  (+/- 180 meters Scaled)
 SO0398
 SO0398                          SUPERSEDED SURVEY CONTROL
 SO0398
 SO0398  NGVD 29 (??/??/92)  722.28   (m)         2369.7    (f) COMPUTED    2 0
 SO0398
 SO0398.Superseded values are not recommended for survey control.
 SO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0398.See file dsdata.txt to determine how the superseded data were derived.
 SO0398
 SO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN681198(NAD 83)
 SO0398_MARKER: DB = BENCH MARK DISK
 SO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0398_STAMPING: B-84 -- 1934
 SO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0398+STABILITY: SURFACE MOTION
 SO0398
 SO0398  HISTORY     - Date     Condition        Report By
 SO0398  HISTORY     - 1934     MONUMENTED       CGS
 SO0398
 SO0398                          STATION DESCRIPTION
 SO0398
 SO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0398'8.4 MI S FROM MANNING.
 SO0398'8.4 MILES SOUTH OF THE COURT HOUSE AT MANNING.  39 FEET EAST OF
 SO0398'CENTERLINE OF STATE HWY. 22.  32 FEET NORTH OF CENTERLINE OF A SECTION
 SO0398'LINE TRAIL CROSSING STATE HWY. 22.  15 FEET NORTH OF CORNER POST AND 2
 SO0398'FEET WEST OF FENCE LINE.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 SO0398'6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0399 ***********************************************************************
 SO0399  DESIGNATION -  B 84 RESET
 SO0399  PID         -  SO0399
 SO0399  STATE/COUNTY-  ND/DUNN
 SO0399  USGS QUAD   -  MANNING SE (1973)
 SO0399
 SO0399                         *CURRENT SURVEY CONTROL
 SO0399  ___________________________________________________________________
 SO0399* NAD 83(1986)-  47 06 41.     (N)    102 46 59.     (W)     SCALED    
 SO0399* NAVD 88     -       723.37   (+/-2cm)    2373.3    (feet)  VERTCON   
 SO0399  ___________________________________________________________________
 SO0399  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 SO0399
 SO0399  VERT ORDER  -  THIRD (See Below)
 SO0399
 SO0399.The horizontal coordinates were scaled from a topographic map and have
 SO0399.an estimated accuracy of +/- 6 seconds.
 SO0399
 SO0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0399.The vertical order pertains to the NGVD 29 superseded value.
 SO0399
 SO0399.The geoid height was determined by GEOID03.
 SO0399
 SO0399;                    North         East    Units  Estimated Accuracy
 SO0399;SPC ND S     -   163,110.      426,760.      MT  (+/- 180 meters Scaled)
 SO0399
 SO0399                          SUPERSEDED SURVEY CONTROL
 SO0399
 SO0399  NGVD 29 (??/??/??)  722.86   (m)         2371.6    (f) RESET       3  
 SO0399
 SO0399.Superseded values are not recommended for survey control.
 SO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0399.See file dsdata.txt to determine how the superseded data were derived.
 SO0399
 SO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN681199(NAD 83)
 SO0399_MARKER: DB = BENCH MARK DISK
 SO0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0399_STAMPING: B 84 RESET 1952
 SO0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0399+STABILITY: SURFACE MOTION
 SO0399
 SO0399  HISTORY     - Date     Condition        Report By
 SO0399  HISTORY     - 1952     MONUMENTED       NDHD
 SO0399
 SO0399                          STATION DESCRIPTION
 SO0399
 SO0399'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 SO0399'8.6 MI S FROM MANNING.
 SO0399'8.6 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE COURTHOUSE AT MANNING,
 SO0399'DUNN COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 110 FEET EAST
 SO0399'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF THE SECTION LINE,
 SO0399'AND 12 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND SET IN THE TOP OF A
 SO0399'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0565 ***********************************************************************
 SO0565  DESIGNATION -  B 85
 SO0565  PID         -  SO0565
 SO0565  STATE/COUNTY-  ND/BILLINGS
 SO0565  USGS QUAD   -  GRASSY BUTTE SW (1974)
 SO0565
 SO0565                         *CURRENT SURVEY CONTROL
 SO0565  ___________________________________________________________________
 SO0565* NAD 83(1986)-  47 17 25.     (N)    103 12 23.     (W)     SCALED    
 SO0565* NAVD 88     -       832.181  (meters)    2730.25   (feet)  ADJUSTED  
 SO0565  ___________________________________________________________________
 SO0565  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 SO0565  DYNAMIC HT  -         832.193 (meters)    2730.29  (feet)  COMP
 SO0565  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 SO0565
 SO0565  VERT ORDER  -  SECOND    CLASS 0
 SO0565
 SO0565.The horizontal coordinates were scaled from a topographic map and have
 SO0565.an estimated accuracy of +/- 6 seconds.
 SO0565
 SO0565.The orthometric height was determined by differential leveling
 SO0565.and adjusted by the National Geodetic Survey in June 1991..
 SO0565
 SO0565.The geoid height was determined by GEOID03.
 SO0565
 SO0565.The dynamic height is computed by dividing the NAVD 88
 SO0565.geopotential number by the normal gravity value computed on the
 SO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0565.degrees latitude (g = 980.6199 gals.).
 SO0565
 SO0565.The modeled gravity was interpolated from observed gravity values.
 SO0565
 SO0565;                    North         East    Units  Estimated Accuracy
 SO0565;SPC ND S     -   184,010.      395,330.      MT  (+/- 180 meters Scaled)
 SO0565
 SO0565                          SUPERSEDED SURVEY CONTROL
 SO0565
 SO0565  NGVD 29 (??/??/92)  831.634  (m)         2728.45   (f) ADJ UNCH    2 0
 SO0565
 SO0565.Superseded values are not recommended for survey control.
 SO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0565.See file dsdata.txt to determine how the superseded data were derived.
 SO0565
 SO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN356389(NAD 83)
 SO0565_MARKER: DB = BENCH MARK DISK
 SO0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0565_STAMPING: B 85 1934
 SO0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0565+STABILITY: SURFACE MOTION
 SO0565
 SO0565  HISTORY     - Date     Condition        Report By
 SO0565  HISTORY     - 1934     MONUMENTED       CGS
 SO0565  HISTORY     - 1961     MARK NOT FOUND   NGS
 SO0565
 SO0565                          STATION DESCRIPTION
 SO0565
 SO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0565'29.0 MI N FROM BELFIELD.
 SO0565'IN BILLINGS COUNTY, ABOUT 29.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM
 SO0565'THE NORTHERN PACIFIC RAILWAY STATION AT BELFIELD, STARK COUNTY, ABOUT
 SO0565'4.2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 25, AT THE
 SO0565'INTERSECTION OF A SECTION-LINE ROAD, 52 FEET EAST OF THE CENTER LINE
 SO0565'OF THE ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SO0565'4 FEET EAST OF A SECTION FENCE.  A STANDARD DISK, STAMPED B 85 1934
 SO0565'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 SO0565'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0634 ***********************************************************************
 SO0634  DESIGNATION -  B 86
 SO0634  PID         -  SO0634
 SO0634  STATE/COUNTY-  ND/MCKENZIE
 SO0634  USGS QUAD   -  CARTWRIGHT (1972)
 SO0634
 SO0634                         *CURRENT SURVEY CONTROL
 SO0634  ___________________________________________________________________
 SO0634* NAD 83(1986)-  47 51 30.     (N)    103 58 09.     (W)     SCALED    
 SO0634* NAVD 88     -       581.644  (meters)    1908.28   (feet)  POSTED    
 SO0634  ___________________________________________________________________
 SO0634  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0634  DYNAMIC HT  -         581.700 (meters)    1908.46  (feet)  COMP
 SO0634  MODELED GRAV-     980,684.3   (mgal)                       NAVD 88
 SO0634
 SO0634  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 SO0634
 SO0634.The horizontal coordinates were scaled from a topographic map and have
 SO0634.an estimated accuracy of +/- 6 seconds.
 SO0634
 SO0634.The orthometric height was determined by differential leveling
 SO0634.and adjusted by the National Geodetic Survey in 1992..
 SO0634.No vertical observational check was made to the station.
 SO0634.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 SO0634.was located on a no-check spur therefore a value was not computed.
 SO0634
 SO0634.The geoid height was determined by GEOID03.
 SO0634
 SO0634.The dynamic height is computed by dividing the NAVD 88
 SO0634.geopotential number by the normal gravity value computed on the
 SO0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0634.degrees latitude (g = 980.6199 gals.).
 SO0634
 SO0634.The modeled gravity was interpolated from observed gravity values.
 SO0634
 SO0634;                    North         East    Units  Estimated Accuracy
 SO0634;SPC ND N     -   101,280.      340,510.      MT  (+/- 180 meters Scaled)
 SO0634
 SO0634                          SUPERSEDED SURVEY CONTROL
 SO0634
 SO0634  NGVD 29 (??/??/92)  581.092  (m)         1906.47   (f) ADJ UNCH    2 0
 SO0634
 SO0634.Superseded values are not recommended for survey control.
 SO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0634.See file dsdata.txt to determine how the superseded data were derived.
 SO0634
 SO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP771010(NAD 83)
 SO0634_MARKER: DB = BENCH MARK DISK
 SO0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0634_SP_SET: PIER
 SO0634_STAMPING: B-86 -- 1934
 SO0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0634
 SO0634  HISTORY     - Date     Condition        Report By
 SO0634  HISTORY     - 1934     MONUMENTED       CGS
 SO0634
 SO0634                          STATION DESCRIPTION
 SO0634
 SO0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0634'3.5 MI E FROM FAIRVIEW.
 SO0634'3.5 MILES EAST OF, ALONG GREAT NORTHERN RAILWAY.  B-86 IS LOCATED 3.5
 SO0634'MILES EAST OF THE NORTH DAKOTA-MONTANA STATE LINE AT FAIRVIEW.  ON
 SO0634'NORTHWEST CORNER OF WEST PEAR OF GREAT NORTHERN RAILWAY BRIDGE - NO.
 SO0634'32.  12 FEET BELOW LEVEL OF TRACK.  4.2 FEET SOUTH OF NORTH WALL OF
 SO0634'PIER.  1.9 FEET EAST OF WEST WALL OF PIER.  A STANDARD TABLET SET IN
 SO0634'TOP OF CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0540 ***********************************************************************
 SO0540  DESIGNATION -  B 87
 SO0540  PID         -  SO0540
 SO0540  STATE/COUNTY-  ND/MCKENZIE
 SO0540  USGS QUAD   -  SCHAFER SE (1978)
 SO0540
 SO0540                         *CURRENT SURVEY CONTROL
 SO0540  ___________________________________________________________________
 SO0540* NAD 83(1986)-  47 48 20.     (N)    103 00 49.     (W)     SCALED    
 SO0540* NAVD 88     -       696.293  (meters)    2284.42   (feet)  ADJUSTED  
 SO0540  ___________________________________________________________________
 SO0540  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SO0540  DYNAMIC HT  -         696.363 (meters)    2284.65  (feet)  COMP
 SO0540  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SO0540
 SO0540  VERT ORDER  -  SECOND    CLASS 0
 SO0540
 SO0540.The horizontal coordinates were scaled from a topographic map and have
 SO0540.an estimated accuracy of +/- 6 seconds.
 SO0540
 SO0540.The orthometric height was determined by differential leveling
 SO0540.and adjusted by the National Geodetic Survey in June 1991..
 SO0540
 SO0540.The geoid height was determined by GEOID03.
 SO0540
 SO0540.The dynamic height is computed by dividing the NAVD 88
 SO0540.geopotential number by the normal gravity value computed on the
 SO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0540.degrees latitude (g = 980.6199 gals.).
 SO0540
 SO0540.The modeled gravity was interpolated from observed gravity values.
 SO0540
 SO0540;                    North         East    Units  Estimated Accuracy
 SO0540;SPC ND N     -    92,640.      411,760.      MT  (+/- 180 meters Scaled)
 SO0540
 SO0540                          SUPERSEDED SURVEY CONTROL
 SO0540
 SO0540  NGVD 29 (??/??/92)  695.781  (m)         2282.74   (f) ADJ UNCH    2 0
 SO0540
 SO0540.Superseded values are not recommended for survey control.
 SO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0540.See file dsdata.txt to determine how the superseded data were derived.
 SO0540
 SO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN487965(NAD 83)
 SO0540_MARKER: DB = BENCH MARK DISK
 SO0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0540_STAMPING: B-87 -- 1934
 SO0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0540+STABILITY: SURFACE MOTION
 SO0540
 SO0540  HISTORY     - Date     Condition        Report By
 SO0540  HISTORY     - 1934     MONUMENTED       CGS
 SO0540  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0540
 SO0540                          STATION DESCRIPTION
 SO0540
 SO0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0540'8.3 MI E FROM SCHAFER.
 SO0540'8.3 MILES EAST OF SCHAFER.  13.2 MILES NORTHEAST OF GREAT NORTHERN
 SO0540'DEPOT AT WATFORD CITY.  38 FEET NORTH OF CENTER LINE OF STAT HWY. 23,
 SO0540'AT BEND IN ROAD.  10 FEET SOUTH OF PASTURE FENCE.  STANDARD TABLET SET
 SO0540'IN TOP OF CONCRETE POST 2 INCHES HIGH.
 SO0540
 SO0540                          STATION RECOVERY (1975)
 SO0540
 SO0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0217 ***********************************************************************
 SO0217  DESIGNATION -  B 88
 SO0217  PID         -  SO0217
 SO0217  STATE/COUNTY-  ND/MOUNTRAIL
 SO0217  USGS QUAD   -  PARSHALL NE (1981)
 SO0217
 SO0217                         *CURRENT SURVEY CONTROL
 SO0217  ___________________________________________________________________
 SO0217* NAD 83(1986)-  47 57 16.     (N)    102 05 15.     (W)     SCALED    
 SO0217* NAVD 88     -       594.757  (meters)    1951.30   (feet)  ADJUSTED  
 SO0217  ___________________________________________________________________
 SO0217  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0217  DYNAMIC HT  -         594.843 (meters)    1951.58  (feet)  COMP
 SO0217  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 SO0217
 SO0217  VERT ORDER  -  SECOND    CLASS 0
 SO0217
 SO0217.The horizontal coordinates were scaled from a topographic map and have
 SO0217.an estimated accuracy of +/- 6 seconds.
 SO0217
 SO0217.The orthometric height was determined by differential leveling
 SO0217.and adjusted by the National Geodetic Survey in June 1991..
 SO0217
 SO0217.The geoid height was determined by GEOID03.
 SO0217
 SO0217.The dynamic height is computed by dividing the NAVD 88
 SO0217.geopotential number by the normal gravity value computed on the
 SO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0217.degrees latitude (g = 980.6199 gals.).
 SO0217
 SO0217.The modeled gravity was interpolated from observed gravity values.
 SO0217
 SO0217;                    North         East    Units  Estimated Accuracy
 SO0217;SPC ND N     -   107,340.      481,440.      MT  (+/- 180 meters Scaled)
 SO0217
 SO0217                          SUPERSEDED SURVEY CONTROL
 SO0217
 SO0217  NGVD 29 (??/??/92)  594.333  (m)         1949.91   (f) ADJ UNCH    2 0
 SO0217
 SO0217.Superseded values are not recommended for survey control.
 SO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0217.See file dsdata.txt to determine how the superseded data were derived.
 SO0217
 SO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP174153(NAD 83)
 SO0217_MARKER: DB = BENCH MARK DISK
 SO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0217_STAMPING: B 88 1934
 SO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0217+STABILITY: SURFACE MOTION
 SO0217
 SO0217  HISTORY     - Date     Condition        Report By
 SO0217  HISTORY     - 1934     MONUMENTED       CGS
 SO0217  HISTORY     - 1962     GOOD             NGS
 SO0217
 SO0217                          STATION DESCRIPTION
 SO0217
 SO0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0217'2.1 MI E FROM PARSHALL.
 SO0217'ABOUT 2.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0217'PARSHALL, 3 POLES WEST OF A ROAD CROSSING, 74 FEET SOUTHEAST OF THE
 SO0217'SOUTHEAST RAIL, 307 FEET SOUTH OF THE CENTERLINE OF THE CROSSING, 2.5
 SO0217'FEET NORTHWEST OF A FENCE, 2 FEET WEST OF A WITNESS POST, A DISK IN
 SO0217'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT, ABOUT 3 FEET LOWER
 SO0217'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0003 ***********************************************************************
 TG0003  DESIGNATION -  B 89
 TG0003  PID         -  TG0003
 TG0003  STATE/COUNTY-  ND/BURKE
 TG0003  USGS QUAD   -  FLAXTON (1947)
 TG0003
 TG0003                         *CURRENT SURVEY CONTROL
 TG0003  ___________________________________________________________________
 TG0003* NAD 83(1986)-  48 54 03.     (N)    102 26 14.     (W)     SCALED    
 TG0003* NAVD 88     -       590.562  (meters)    1937.54   (feet)  ADJUSTED  
 TG0003  ___________________________________________________________________
 TG0003  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 TG0003  DYNAMIC HT  -         590.693 (meters)    1937.97  (feet)  COMP
 TG0003  MODELED GRAV-     980,812.3   (mgal)                       NAVD 88
 TG0003
 TG0003  VERT ORDER  -  FIRST     CLASS II
 TG0003
 TG0003.The horizontal coordinates were scaled from a topographic map and have
 TG0003.an estimated accuracy of +/- 6 seconds.
 TG0003
 TG0003.The orthometric height was determined by differential leveling
 TG0003.and adjusted by the National Geodetic Survey in June 1991..
 TG0003
 TG0003.The geoid height was determined by GEOID03.
 TG0003
 TG0003.The dynamic height is computed by dividing the NAVD 88
 TG0003.geopotential number by the normal gravity value computed on the
 TG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0003.degrees latitude (g = 980.6199 gals.).
 TG0003
 TG0003.The modeled gravity was interpolated from observed gravity values.
 TG0003
 TG0003;                    North         East    Units  Estimated Accuracy
 TG0003;SPC ND N     -   213,140.      457,980.      MT  (+/- 180 meters Scaled)
 TG0003
 TG0003                          SUPERSEDED SURVEY CONTROL
 TG0003
 TG0003  NGVD 29 (??/??/92)  590.151  (m)         1936.19   (f) ADJ UNCH    1 2
 TG0003
 TG0003.Superseded values are not recommended for survey control.
 TG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0003.See file dsdata.txt to determine how the superseded data were derived.
 TG0003
 TG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ878195(NAD 83)
 TG0003_MARKER: DB = BENCH MARK DISK
 TG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0003_STAMPING: B 89 1934
 TG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0003+STABILITY: SURFACE MOTION
 TG0003
 TG0003  HISTORY     - Date     Condition        Report By
 TG0003  HISTORY     - 1934     MONUMENTED       CGS
 TG0003  HISTORY     - 1963     GOOD             NGS
 TG0003
 TG0003                          STATION DESCRIPTION
 TG0003
 TG0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0003'1.9 MI W FROM FLAXTON.
 TG0003'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0003'AT FLAXTON, THENCE 1.8 MILES WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0003'RAILROAD, IN SECTION 35, T 163 N, R 91 W, 6 RAILS WEST OF THE CENTER
 TG0003'OF A CROSSING OF THE RAILROAD AND A ROAD, 36 FEET NORTH OF THE NORTH
 TG0003'RAIL, 189 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 14 FEET
 TG0003'NORTHWEST OF A TELEPHONE POLE, 0.8 FOOT EAST OF A METAL WITNESS POST,
 TG0003'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 TG0003'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0349 ***********************************************************************
 QR0349  DESIGNATION -  B 9
 QR0349  PID         -  QR0349
 QR0349  STATE/COUNTY-  ND/MCINTOSH
 QR0349  USGS QUAD   -  ZEELAND (1978)
 QR0349
 QR0349                         *CURRENT SURVEY CONTROL
 QR0349  ___________________________________________________________________
 QR0349* NAD 83(1986)-  45 57 41.     (N)    099 47 22.     (W)     SCALED    
 QR0349* NAVD 88     -       601.778  (meters)    1974.33   (feet)  ADJUSTED  
 QR0349  ___________________________________________________________________
 QR0349  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 QR0349  DYNAMIC HT  -         601.744 (meters)    1974.22  (feet)  COMP
 QR0349  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 QR0349
 QR0349  VERT ORDER  -  FIRST     CLASS II
 QR0349
 QR0349.The horizontal coordinates were scaled from a topographic map and have
 QR0349.an estimated accuracy of +/- 6 seconds.
 QR0349
 QR0349.The orthometric height was determined by differential leveling
 QR0349.and adjusted by the National Geodetic Survey in June 1991..
 QR0349
 QR0349.The geoid height was determined by GEOID03.
 QR0349
 QR0349.The dynamic height is computed by dividing the NAVD 88
 QR0349.geopotential number by the normal gravity value computed on the
 QR0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0349.degrees latitude (g = 980.6199 gals.).
 QR0349
 QR0349.The modeled gravity was interpolated from observed gravity values.
 QR0349
 QR0349;                    North         East    Units  Estimated Accuracy
 QR0349;SPC ND S     -    33,010.      655,080.      MT  (+/- 180 meters Scaled)
 QR0349
 QR0349                          SUPERSEDED SURVEY CONTROL
 QR0349
 QR0349  NGVD 29 (??/??/92)  601.369  (m)         1972.99   (f) ADJ UNCH    1 2
 QR0349
 QR0349.Superseded values are not recommended for survey control.
 QR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0349.See file dsdata.txt to determine how the superseded data were derived.
 QR0349
 QR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR388900(NAD 83)
 QR0349_MARKER: DB = BENCH MARK DISK
 QR0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QR0349_STAMPING: 1972.991 B 9 1927
 QR0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0349+STABILITY: SURFACE MOTION
 QR0349
 QR0349  HISTORY     - Date     Condition        Report By
 QR0349  HISTORY     - 1927     MONUMENTED       CGS
 QR0349  HISTORY     - 1957     GOOD             NGS
 QR0349
 QR0349                          STATION DESCRIPTION
 QR0349
 QR0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0349'2.2 MI SE FROM ZEELAND.
 QR0349'ABOUT 2.2 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0349'AND PACIFIC RAILROAD FROM ZEELAND, MC INTOSH COUNTY, 42 FEET
 QR0349'SOUTHEAST OF THE SEVENTH POLE SOUTHEAST OF MILEPOST 43, ON A
 QR0349'SMALL KNOLL, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 QR0349'1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 QR0349'1972.991 B 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 QR0349'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 QR0349
 QR0349                          STATION RECOVERY (1957)
 QR0349
 QR0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QR0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1187 ***********************************************************************
 TF1187  DESIGNATION -  B 9
 TF1187  PID         -  TF1187
 TF1187  STATE/COUNTY-  ND/WARD
 TF1187  USGS QUAD   -  DES LACS (1980)
 TF1187
 TF1187                         *CURRENT SURVEY CONTROL
 TF1187  ___________________________________________________________________
 TF1187* NAD 83(1986)-  48 22 19.     (N)    101 30 53.     (W)     SCALED    
 TF1187* NAVD 88     -       483.470  (meters)    1586.18   (feet)  ADJUSTED  
 TF1187  ___________________________________________________________________
 TF1187  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1187  DYNAMIC HT  -         483.559 (meters)    1586.48  (feet)  COMP
 TF1187  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 TF1187
 TF1187  VERT ORDER  -  SECOND    CLASS 0
 TF1187
 TF1187.The horizontal coordinates were scaled from a topographic map and have
 TF1187.an estimated accuracy of +/- 6 seconds.
 TF1187
 TF1187.The orthometric height was determined by differential leveling
 TF1187.and adjusted by the National Geodetic Survey in June 1991..
 TF1187
 TF1187.The geoid height was determined by GEOID03.
 TF1187
 TF1187.The dynamic height is computed by dividing the NAVD 88
 TF1187.geopotential number by the normal gravity value computed on the
 TF1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1187.degrees latitude (g = 980.6199 gals.).
 TF1187
 TF1187.The modeled gravity was interpolated from observed gravity values.
 TF1187
 TF1187;                    North         East    Units  Estimated Accuracy
 TF1187;SPC ND N     -   153,030.      524,830.      MT  (+/- 180 meters Scaled)
 TF1187
 TF1187                          SUPERSEDED SURVEY CONTROL
 TF1187
 TF1187  NGVD 29 (??/??/92)  483.079  (m)         1584.90   (f) ADJ UNCH    2 0
 TF1187
 TF1187.Superseded values are not recommended for survey control.
 TF1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1187.See file dsdata.txt to determine how the superseded data were derived.
 TF1187
 TF1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU137606(NAD 83)
 TF1187_MARKER: DD = SURVEY DISK
 TF1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1187_STAMPING: B 9 1925
 TF1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1187+STABILITY: SURFACE MOTION
 TF1187
 TF1187  HISTORY     - Date     Condition        Report By
 TF1187  HISTORY     - 1925     MONUMENTED       USGS
 TF1187  HISTORY     - 1963     GOOD             NGS
 TF1187
 TF1187                          STATION DESCRIPTION
 TF1187
 TF1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1187'2.95 MI E FROM FOXHOLM.
 TF1187'2.95 MILES EAST ALONG COUNTY ROAD 8 FROM THE SOO LINE RAILROAD STATION
 TF1187'AT FOXHOLM, 33 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.15
 TF1187'MILE EAST OF AND AT THE FOOT OF A HILL, 49 FEET NORTHWEST OF THE
 TF1187'CENTER LINE OF A ROAD JUNCTION, 27 1/2 FEET WEST OF THE CENTER LINE OF
 TF1187'A PRIVATE ROAD LEADING NORTH, 20 FEET SOUTH OF A FENCE, 1.0 FEET
 TF1187'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF1187'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0775 ***********************************************************************
 SN0775  DESIGNATION -  B 9 B 1
 SN0775  PID         -  SN0775
 SN0775  STATE/COUNTY-  ND/WARD
 SN0775  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0775
 SN0775                         *CURRENT SURVEY CONTROL
 SN0775  ___________________________________________________________________
 SN0775* NAD 83(1986)-  47 57 13.     (N)    101 04 34.     (W)     SCALED    
 SN0775* NAVD 88     -       596.196  (meters)    1956.02   (feet)  ADJUSTED  
 SN0775  ___________________________________________________________________
 SN0775  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SN0775  DYNAMIC HT  -         596.266 (meters)    1956.25  (feet)  COMP
 SN0775  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 SN0775
 SN0775  VERT ORDER  -  SECOND    CLASS 0
 SN0775
 SN0775.The horizontal coordinates were scaled from a topographic map and have
 SN0775.an estimated accuracy of +/- 6 seconds.
 SN0775
 SN0775.The orthometric height was determined by differential leveling
 SN0775.and adjusted by the National Geodetic Survey in June 1991..
 SN0775
 SN0775.The geoid height was determined by GEOID03.
 SN0775
 SN0775.The dynamic height is computed by dividing the NAVD 88
 SN0775.geopotential number by the normal gravity value computed on the
 SN0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0775.degrees latitude (g = 980.6199 gals.).
 SN0775
 SN0775.The modeled gravity was interpolated from observed gravity values.
 SN0775
 SN0775;                    North         East    Units  Estimated Accuracy
 SN0775;SPC ND N     -   106,180.      556,970.      MT  (+/- 180 meters Scaled)
 SN0775
 SN0775                          SUPERSEDED SURVEY CONTROL
 SN0775
 SN0775  NGVD 29 (??/??/92)  595.80   (m)         1954.7    (f) COMPUTED    2 0
 SN0775
 SN0775.Superseded values are not recommended for survey control.
 SN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0775.See file dsdata.txt to determine how the superseded data were derived.
 SN0775
 SN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU449132(NAD 83)
 SN0775_MARKER: Z = SEE DESCRIPTION
 SN0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0775_SP_SET: CONCRETE PEDESTAL
 SN0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0775
 SN0775  HISTORY     - Date     Condition        Report By
 SN0775  HISTORY     - UNK      MONUMENTED       DOD
 SN0775  HISTORY     - 1962     GOOD             NGS
 SN0775
 SN0775                          STATION DESCRIPTION
 SN0775
 SN0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0775'8.3 MI N FROM BENEDICT.
 SN0775'ABOUT 8.3 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0775'BENEDICT, ABOUT 0.3 MILE NORTHEAST ACROSS AN OPEN FIELD FROM THE
 SN0775'JUNCTION OF A GRADED ROAD EAST, AND IN A FIELD, ABOUT LEVEL WITH THE
 SN0775'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER
 SN0775'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0776 ***********************************************************************
 SN0776  DESIGNATION -  B 9 B 2
 SN0776  PID         -  SN0776
 SN0776  STATE/COUNTY-  ND/WARD
 SN0776  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0776
 SN0776                         *CURRENT SURVEY CONTROL
 SN0776  ___________________________________________________________________
 SN0776* NAD 83(1986)-  47 57 13.     (N)    101 04 17.     (W)     SCALED    
 SN0776* NAVD 88     -       594.608  (meters)    1950.81   (feet)  ADJUSTED  
 SN0776  ___________________________________________________________________
 SN0776  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 SN0776  DYNAMIC HT  -         594.677 (meters)    1951.04  (feet)  COMP
 SN0776  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 SN0776
 SN0776  VERT ORDER  -  SECOND    CLASS 0
 SN0776
 SN0776.The horizontal coordinates were scaled from a topographic map and have
 SN0776.an estimated accuracy of +/- 6 seconds.
 SN0776
 SN0776.The orthometric height was determined by differential leveling
 SN0776.and adjusted by the National Geodetic Survey in June 1991..
 SN0776
 SN0776.The geoid height was determined by GEOID03.
 SN0776
 SN0776.The dynamic height is computed by dividing the NAVD 88
 SN0776.geopotential number by the normal gravity value computed on the
 SN0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0776.degrees latitude (g = 980.6199 gals.).
 SN0776
 SN0776.The modeled gravity was interpolated from observed gravity values.
 SN0776
 SN0776;                    North         East    Units  Estimated Accuracy
 SN0776;SPC ND N     -   106,180.      557,330.      MT  (+/- 180 meters Scaled)
 SN0776
 SN0776                          SUPERSEDED SURVEY CONTROL
 SN0776
 SN0776  NGVD 29 (??/??/92)  594.22   (m)         1949.5    (f) COMPUTED    2 0
 SN0776
 SN0776.Superseded values are not recommended for survey control.
 SN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0776.See file dsdata.txt to determine how the superseded data were derived.
 SN0776
 SN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU453132(NAD 83)
 SN0776_MARKER: Z = SEE DESCRIPTION
 SN0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0776_SP_SET: CONCRETE PEDESTAL
 SN0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0776
 SN0776  HISTORY     - Date     Condition        Report By
 SN0776  HISTORY     - UNK      MONUMENTED       DOD
 SN0776  HISTORY     - 1962     GOOD             NGS
 SN0776
 SN0776                          STATION DESCRIPTION
 SN0776
 SN0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0776'8.6 MI N FROM BENEDICT.
 SN0776'8.3 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0776'BENEDICT, THENCE, 0.3 MILE EAST ACROSS AN OPEN FIELD, ABOUT 0.3 MILES
 SN0776'EAST AND 0.2 MILES NORTH OF THE JUNCTION OF A GRADED ROAD EAST, AND IS
 SN0776'ABOUT IN THE CENTER OF A LARGE FIELD, ABOUT LEVEL WITH ROAD 23. NOTE--
 SN0776'A 1 1/2 FOOT CONCRETE PEDESTAL PROJECTS 4 FOOT.  A TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1989 ***********************************************************************
 TF1989  DESIGNATION -  B 9 RESET
 TF1989  PID         -  TF1989
 TF1989  STATE/COUNTY-  ND/WARD
 TF1989  USGS QUAD   -  DES LACS (1980)
 TF1989
 TF1989                         *CURRENT SURVEY CONTROL
 TF1989  ___________________________________________________________________
 TF1989* NAD 83(1986)-  48 22 19.     (N)    101 30 53.     (W)     SCALED    
 TF1989* NAVD 88     -       483.30   (meters)    1585.6    (feet)  RESET     
 TF1989  ___________________________________________________________________
 TF1989  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1989
 TF1989  VERT ORDER  -  THIRD
 TF1989
 TF1989.The horizontal coordinates were scaled from a topographic map and have
 TF1989.an estimated accuracy of +/- 6 seconds.
 TF1989
 TF1989.The orthometric height was computed from unverified reset data.
 TF1989.No vertical observational check was made to the station.
 TF1989
 TF1989.The geoid height was determined by GEOID03.
 TF1989
 TF1989;                    North         East    Units  Estimated Accuracy
 TF1989;SPC ND N     -   153,030.      524,830.      MT  (+/- 180 meters Scaled)
 TF1989
 TF1989                          SUPERSEDED SURVEY CONTROL
 TF1989
 TF1989  NGVD 29 (11/04/04)  482.91   (m)         1584.3    (f) RESET       3  
 TF1989
 TF1989.Superseded values are not recommended for survey control.
 TF1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1989.See file dsdata.txt to determine how the superseded data were derived.
 TF1989
 TF1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU137606(NAD 83)
 TF1989_MARKER: DB = BENCH MARK DISK
 TF1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1989_STAMPING: B 9 USGS RESET 1979
 TF1989_PROJECTION: FLUSH
 TF1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1989+STABILITY: SURFACE MOTION
 TF1989
 TF1989  HISTORY     - Date     Condition        Report By
 TF1989  HISTORY     - 1979     MONUMENTED       NGS
 TF1989
 TF1989                          STATION DESCRIPTION
 TF1989
 TF1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TF1989'3.0 MI EAST FROM FOXHOLM.
 TF1989'2.95 MILES EAST ALONG COUNTY ROAD 8, FROM THE RAILROAD CROSSING IN
 TF1989'FOXHOLM, 51 FEET NORTH OF CENTER OF COUNTY ROAD 8, 24 FEET WEST OF
 TF1989'GATE AND ROAD, 2 FEET NORTH OF FENCE CORNER, AND 1.2 FEET NORTH OF
 TF1989'FENCE.
 TF1989'THE MARK IS 1.6 FT  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0772 ***********************************************************************
 SN0772  DESIGNATION -  B 9 Z 2 RM 3
 SN0772  PID         -  SN0772
 SN0772  STATE/COUNTY-  ND/WARD
 SN0772  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0772
 SN0772                         *CURRENT SURVEY CONTROL
 SN0772  ___________________________________________________________________
 SN0772* NAD 83(1986)-  47 57 01.     (N)    101 04 43.     (W)     SCALED    
 SN0772* NAVD 88     -       602.20   (+/-2cm)    1975.7    (feet)  VERTCON   
 SN0772  ___________________________________________________________________
 SN0772  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SN0772
 SN0772  VERT ORDER  -  THIRD (See Below)
 SN0772
 SN0772.The horizontal coordinates were scaled from a topographic map and have
 SN0772.an estimated accuracy of +/- 6 seconds.
 SN0772
 SN0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0772.The vertical order pertains to the NGVD 29 superseded value.
 SN0772
 SN0772.The geoid height was determined by GEOID03.
 SN0772
 SN0772;                    North         East    Units  Estimated Accuracy
 SN0772;SPC ND N     -   105,820.      556,780.      MT  (+/- 180 meters Scaled)
 SN0772
 SN0772                          SUPERSEDED SURVEY CONTROL
 SN0772
 SN0772  NGVD 29 (11/04/04)  601.80   (m)         1974.4    (f) RESET       3  
 SN0772
 SN0772.Superseded values are not recommended for survey control.
 SN0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0772.See file dsdata.txt to determine how the superseded data were derived.
 SN0772
 SN0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU447128(NAD 83)
 SN0772_MARKER: DR = REFERENCE MARK DISK
 SN0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0772_SP_SET: MONUMENT
 SN0772_STAMPING: B 9 Z 2 NO 3 1975
 SN0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0772
 SN0772  HISTORY     - Date     Condition        Report By
 SN0772  HISTORY     - 1975     MONUMENTED       NGS
 SN0772
 SN0772                          STATION DESCRIPTION
 SN0772
 SN0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SN0772'8.5 MI N FROM BENEDICT.
 SN0772'8.5 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0772'BENEDICT, IN THE NORTHEAST CORNER OF THE JUNCTION WITH A GRAVELED SIDE
 SN0772'ROAD LEADING EAST, 124 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 SN0772'86 FEET EAST OF THE CENTER OF COUNTY ROAD 23, 55 FEET NORTH OF THE
 SN0772'METAL WITNESS POST, 90 FEET NORTH OF POWER POLE NO. 160, AND SET IN
 SN0772'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. SECTION
 SN0772'29, T 152 N, R 81 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0773 ***********************************************************************
 SN0773  DESIGNATION -  B 9 Z 2 RM 4
 SN0773  PID         -  SN0773
 SN0773  STATE/COUNTY-  ND/WARD
 SN0773  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0773
 SN0773                         *CURRENT SURVEY CONTROL
 SN0773  ___________________________________________________________________
 SN0773* NAD 83(1986)-  47 57 00.     (N)    101 04 43.     (W)     SCALED    
 SN0773* NAVD 88     -       602.35   (+/-2cm)    1976.2    (feet)  VERTCON   
 SN0773  ___________________________________________________________________
 SN0773  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SN0773
 SN0773  VERT ORDER  -  THIRD (See Below)
 SN0773
 SN0773.The horizontal coordinates were scaled from a topographic map and have
 SN0773.an estimated accuracy of +/- 6 seconds.
 SN0773
 SN0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0773.The vertical order pertains to the NGVD 29 superseded value.
 SN0773
 SN0773.The geoid height was determined by GEOID03.
 SN0773
 SN0773;                    North         East    Units  Estimated Accuracy
 SN0773;SPC ND N     -   105,780.      556,780.      MT  (+/- 180 meters Scaled)
 SN0773
 SN0773                          SUPERSEDED SURVEY CONTROL
 SN0773
 SN0773  NGVD 29 (11/04/04)  601.96   (m)         1974.9    (f) RESET       3  
 SN0773
 SN0773.Superseded values are not recommended for survey control.
 SN0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0773.See file dsdata.txt to determine how the superseded data were derived.
 SN0773
 SN0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU447128(NAD 83)
 SN0773_MARKER: DR = REFERENCE MARK DISK
 SN0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0773_SP_SET: MONUMENT
 SN0773_STAMPING: B 9 Z 2 NO 4 1975
 SN0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0773
 SN0773  HISTORY     - Date     Condition        Report By
 SN0773  HISTORY     - 1975     MONUMENTED       NGS
 SN0773
 SN0773                          STATION DESCRIPTION
 SN0773
 SN0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SN0773'8.5 MI N FROM BENEDICT.
 SN0773'8.5 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0773'BENEDICT, IN THE NORTHEAST CORNER OF THE JUNCTION WITH A GRAVELED SIDE
 SN0773'ROAD LEADING EAST, 86 FEET EAST OF THE CENTER OF COUNTY ROAD 23, 40
 SN0773'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 6 FEET NORTH OF POWER
 SN0773'POLE NO. 160, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 SN0773'WITH THE GROUND.  SECTION 29, T 152 N, R 81 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1045 ***********************************************************************
 TG1045  DESIGNATION -  B 90
 TG1045  PID         -  TG1045
 TG1045  STATE/COUNTY-  ND/DIVIDE
 TG1045  USGS QUAD   -  CROSBY (1981)
 TG1045
 TG1045                         *CURRENT SURVEY CONTROL
 TG1045  ___________________________________________________________________
 TG1045* NAD 83(1986)-  48 55 53.     (N)    103 21 30.     (W)     SCALED    
 TG1045* NAVD 88     -       604.303  (meters)    1982.62   (feet)  ADJUSTED  
 TG1045  ___________________________________________________________________
 TG1045  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1045  DYNAMIC HT  -         604.426 (meters)    1983.02  (feet)  COMP
 TG1045  MODELED GRAV-     980,794.2   (mgal)                       NAVD 88
 TG1045
 TG1045  VERT ORDER  -  SECOND    CLASS 0
 TG1045
 TG1045.The horizontal coordinates were scaled from a topographic map and have
 TG1045.an estimated accuracy of +/- 6 seconds.
 TG1045
 TG1045.The orthometric height was determined by differential leveling
 TG1045.and adjusted by the National Geodetic Survey in June 1991..
 TG1045
 TG1045.The geoid height was determined by GEOID03.
 TG1045
 TG1045.The dynamic height is computed by dividing the NAVD 88
 TG1045.geopotential number by the normal gravity value computed on the
 TG1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1045.degrees latitude (g = 980.6199 gals.).
 TG1045
 TG1045.The modeled gravity was interpolated from observed gravity values.
 TG1045
 TG1045;                    North         East    Units  Estimated Accuracy
 TG1045;SPC ND N     -   218,630.      390,600.      MT  (+/- 180 meters Scaled)
 TG1045
 TG1045                          SUPERSEDED SURVEY CONTROL
 TG1045
 TG1045  NGVD 29 (??/??/92)  603.843  (m)         1981.11   (f) ADJ UNCH    2 0
 TG1045
 TG1045.Superseded values are not recommended for survey control.
 TG1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1045.See file dsdata.txt to determine how the superseded data were derived.
 TG1045
 TG1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ202211(NAD 83)
 TG1045_MARKER: DB = BENCH MARK DISK
 TG1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1045_STAMPING: B-90--1934
 TG1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1045+STABILITY: SURFACE MOTION
 TG1045
 TG1045  HISTORY     - Date     Condition        Report By
 TG1045  HISTORY     - 1934     MONUMENTED       CGS
 TG1045
 TG1045                          STATION DESCRIPTION
 TG1045
 TG1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1045'3.1 MI W FROM CROSBY.
 TG1045'3.1 MILES WEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TG1045'RAILWAY STATION AT CROSBY. 14 TELEGRAPH POLES EAST OF MILE POST 585.
 TG1045'266 YARDS WEST OF CENTERLINE OF SECTION ROAD THAT CROSSES TRACK. 79
 TG1045'FEET SOUTHEAST OF INTERSECTION OF CENTER LINE OF A FARM ROAD AND
 TG1045'RAILWAY CROSSING. 42.3 FEET SOUTH OF SOUTH RAIL OF TRACK. STANDARD
 TG1045'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH. NOTE-- THE MSP AND
 TG1045'SSM RR IS NOW THE SOO LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1058 ***********************************************************************
 TG1058  DESIGNATION -  B 91 RESET
 TG1058  PID         -  TG1058
 TG1058  STATE/COUNTY-  ND/DIVIDE
 TG1058  USGS QUAD   -  CROSBY SE (1948)
 TG1058
 TG1058                         *CURRENT SURVEY CONTROL
 TG1058  ___________________________________________________________________
 TG1058* NAD 83(1986)-  48 47 34.     (N)    103 18 43.     (W)     SCALED    
 TG1058* NAVD 88     -       628.44   (+/-2cm)    2061.8    (feet)  VERTCON   
 TG1058  ___________________________________________________________________
 TG1058  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG1058
 TG1058  VERT ORDER  -  THIRD (See Below)
 TG1058
 TG1058.The horizontal coordinates were scaled from a topographic map and have
 TG1058.an estimated accuracy of +/- 6 seconds.
 TG1058
 TG1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1058.The vertical order pertains to the NGVD 29 superseded value.
 TG1058
 TG1058.The geoid height was determined by GEOID03.
 TG1058
 TG1058;                    North         East    Units  Estimated Accuracy
 TG1058;SPC ND N     -   203,110.      393,440.      MT  (+/- 180 meters Scaled)
 TG1058
 TG1058                          SUPERSEDED SURVEY CONTROL
 TG1058
 TG1058  NGVD 29 (11/04/04)  627.97   (m)         2060.3    (f) RESET       3  
 TG1058
 TG1058.Superseded values are not recommended for survey control.
 TG1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1058.See file dsdata.txt to determine how the superseded data were derived.
 TG1058
 TG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ239057(NAD 83)
 TG1058_MARKER: DB = BENCH MARK DISK
 TG1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1058_STAMPING: B 91 RESET 1952
 TG1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1058+STABILITY: SURFACE MOTION
 TG1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1058+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 TG1058
 TG1058  HISTORY     - Date     Condition        Report By
 TG1058  HISTORY     - 1952     MONUMENTED       NDHD
 TG1058  HISTORY     - 20041012 GOOD             NDWC
 TG1058
 TG1058                          STATION DESCRIPTION
 TG1058
 TG1058'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG1058'9.2 MI S FROM CROSBY.
 TG1058'9.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COUNTY COURTHOUSE AT
 TG1058'CROSBY, DIVIDE COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 98
 TG1058'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTH OF A WHITE
 TG1058'RIGHT-OF-WAY POST, AND 14 FEET NORTH OF A POLE.  A STANDARD DISK,
 TG1058'STAMPED B 91 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 TG1058
 TG1058                          STATION RECOVERY (2004)
 TG1058
 TG1058'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0410 ***********************************************************************
 SO0410  DESIGNATION -  B 92
 SO0410  PID         -  SO0410
 SO0410  STATE/COUNTY-  ND/MCKENZIE
 SO0410  USGS QUAD   -  CROFF (1959)
 SO0410
 SO0410                         *CURRENT SURVEY CONTROL
 SO0410  ___________________________________________________________________
 SO0410* NAD 83(1986)-  47 43 10.     (N)    102 53 09.     (W)     SCALED    
 SO0410* NAVD 88     -       728.875  (meters)    2391.32   (feet)  ADJUSTED  
 SO0410  ___________________________________________________________________
 SO0410  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0410  DYNAMIC HT  -         728.940 (meters)    2391.53  (feet)  COMP
 SO0410  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 SO0410
 SO0410  VERT ORDER  -  SECOND    CLASS 0
 SO0410
 SO0410.The horizontal coordinates were scaled from a topographic map and have
 SO0410.an estimated accuracy of +/- 6 seconds.
 SO0410
 SO0410.The orthometric height was determined by differential leveling
 SO0410.and adjusted by the National Geodetic Survey in June 1991..
 SO0410
 SO0410.The geoid height was determined by GEOID03.
 SO0410
 SO0410.The dynamic height is computed by dividing the NAVD 88
 SO0410.geopotential number by the normal gravity value computed on the
 SO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0410.degrees latitude (g = 980.6199 gals.).
 SO0410
 SO0410.The modeled gravity was interpolated from observed gravity values.
 SO0410
 SO0410;                    North         East    Units  Estimated Accuracy
 SO0410;SPC ND N     -    82,760.      421,030.      MT  (+/- 180 meters Scaled)
 SO0410
 SO0410                          SUPERSEDED SURVEY CONTROL
 SO0410
 SO0410  NGVD 29 (??/??/92)  728.373  (m)         2389.67   (f) ADJ UNCH    2 0
 SO0410
 SO0410.Superseded values are not recommended for survey control.
 SO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0410.See file dsdata.txt to determine how the superseded data were derived.
 SO0410
 SO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN585872(NAD 83)
 SO0410_MARKER: DB = BENCH MARK DISK
 SO0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0410_STAMPING: B-92 1934
 SO0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0410+STABILITY: SURFACE MOTION
 SO0410
 SO0410  HISTORY     - Date     Condition        Report By
 SO0410  HISTORY     - 1934     MONUMENTED       CGS
 SO0410  HISTORY     - 1940     GOOD             NGS
 SO0410
 SO0410                          STATION DESCRIPTION
 SO0410
 SO0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0410'3.8 MI SE FROM CROFF.
 SO0410'ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SO0410'CROFF, AT A RIGHT TURN, ABOUT 100 YARDS NORTH OF THE CENTER OF A DITCH
 SO0410'HAVING A THICK GROWTH OF SMALL TREES AND UNDERBRUSH, 33.5 FEET EAST OF
 SO0410'THE CENTER LINE OF THE PROJECTION OF THE HIGHWAY LEADING WEST AND 1
 SO0410'FOOT SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK
 SO0410'STAMPED B-92 1934 AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0587 ***********************************************************************
 SO0587  DESIGNATION -  B 94
 SO0587  PID         -  SO0587
 SO0587  STATE/COUNTY-  ND/MCKENZIE
 SO0587  USGS QUAD   -  SQUAW GAP (1974)
 SO0587
 SO0587                         *CURRENT SURVEY CONTROL
 SO0587  ___________________________________________________________________
 SO0587* NAD 83(1986)-  47 28 30.     (N)    103 55 35.     (W)     SCALED    
 SO0587* NAVD 88     -       710.729  (meters)    2331.78   (feet)  ADJUSTED  
 SO0587  ___________________________________________________________________
 SO0587  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 SO0587  DYNAMIC HT  -         710.769 (meters)    2331.91  (feet)  COMP
 SO0587  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 SO0587
 SO0587  VERT ORDER  -  SECOND    CLASS 0
 SO0587
 SO0587.The horizontal coordinates were scaled from a topographic map and have
 SO0587.an estimated accuracy of +/- 6 seconds.
 SO0587
 SO0587.The orthometric height was determined by differential leveling
 SO0587.and adjusted by the National Geodetic Survey in June 1991..
 SO0587
 SO0587.The geoid height was determined by GEOID03.
 SO0587
 SO0587.The dynamic height is computed by dividing the NAVD 88
 SO0587.geopotential number by the normal gravity value computed on the
 SO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0587.degrees latitude (g = 980.6199 gals.).
 SO0587
 SO0587.The modeled gravity was interpolated from observed gravity values.
 SO0587
 SO0587;                    North         East    Units  Estimated Accuracy
 SO0587;SPC ND N     -    58,560.      341,810.      MT  (+/- 180 meters Scaled)
 SO0587
 SO0587                          SUPERSEDED SURVEY CONTROL
 SO0587
 SO0587  NGVD 29 (??/??/92)  710.154  (m)         2329.90   (f) ADJ UNCH    2 0
 SO0587
 SO0587.Superseded values are not recommended for survey control.
 SO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0587.See file dsdata.txt to determine how the superseded data were derived.
 SO0587
 SO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN808585(NAD 83)
 SO0587_MARKER: DB = BENCH MARK DISK
 SO0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0587_STAMPING: B 94 1934
 SO0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0587+STABILITY: SURFACE MOTION
 SO0587
 SO0587  HISTORY     - Date     Condition        Report By
 SO0587  HISTORY     - 1934     MONUMENTED       CGS
 SO0587  HISTORY     - 1938     GOOD             NGS
 SO0587
 SO0587                          STATION DESCRIPTION
 SO0587
 SO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0587'35.5 MI S FROM ALEXANDER.
 SO0587'35.5 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE GREAT NORTHERN
 SO0587'RAILWAY STATION AT ALEXANDER, MCKENZIE COUNTY, 1 MILE SOUTH OF THE
 SO0587'SQUAW CAP SCHOOL, AT A CURVE TO THE WEST, 22 FEET NORTHWEST OF THE
 SO0587'NORTHWEST CORNER OF A SMALL CEMETERY, 45 FEET SOUTHWEST OF THE
 SO0587'CENTERLINE OF THE HIGHWAY, AND 14.5 FEET WEST OF A SECTION-LINE FENCE,
 SO0587'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 SO0587'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0054 ***********************************************************************
 RT0054  DESIGNATION -  B 95
 RT0054  PID         -  RT0054
 RT0054  STATE/COUNTY-  ND/GOLDEN VALLEY
 RT0054  USGS QUAD   -  BEACH WEST (1982)
 RT0054
 RT0054                         *CURRENT SURVEY CONTROL
 RT0054  ___________________________________________________________________
 RT0054* NAD 83(1986)-  46 55 36.     (N)    104 00 27.     (W)     SCALED    
 RT0054* NAVD 88     -       851.431  (meters)    2793.40   (feet)  ADJUSTED  
 RT0054  ___________________________________________________________________
 RT0054  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 RT0054  DYNAMIC HT  -         851.418 (meters)    2793.36  (feet)  COMP
 RT0054  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 RT0054
 RT0054  VERT ORDER  -  SECOND    CLASS 0
 RT0054
 RT0054.The horizontal coordinates were scaled from a topographic map and have
 RT0054.an estimated accuracy of +/- 6 seconds.
 RT0054
 RT0054.The orthometric height was determined by differential leveling
 RT0054.and adjusted by the National Geodetic Survey in June 1991..
 RT0054
 RT0054.The geoid height was determined by GEOID03.
 RT0054
 RT0054.The dynamic height is computed by dividing the NAVD 88
 RT0054.geopotential number by the normal gravity value computed on the
 RT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0054.degrees latitude (g = 980.6199 gals.).
 RT0054
 RT0054.The modeled gravity was interpolated from observed gravity values.
 RT0054
 RT0054;                    North         East    Units  Estimated Accuracy
 RT0054;SPC ND S     -   146,020.      332,970.      MT  (+/- 180 meters Scaled)
 RT0054
 RT0054                          SUPERSEDED SURVEY CONTROL
 RT0054
 RT0054  NGVD 29 (??/??/92)  850.792  (m)         2791.31   (f) ADJ UNCH    2 0
 RT0054
 RT0054.Superseded values are not recommended for survey control.
 RT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0054.See file dsdata.txt to determine how the superseded data were derived.
 RT0054
 RT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM755974(NAD 83)
 RT0054_MARKER: DB = BENCH MARK DISK
 RT0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0054_STAMPING: B 95 1934
 RT0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0054+STABILITY: SURFACE MOTION
 RT0054
 RT0054  HISTORY     - Date     Condition        Report By
 RT0054  HISTORY     - 1934     MONUMENTED       CGS
 RT0054  HISTORY     - 1974     MARK NOT FOUND   USGS
 RT0054  HISTORY     - 1982     MARK NOT FOUND   NGS
 RT0054
 RT0054                          STATION DESCRIPTION
 RT0054
 RT0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0054'1.1 MI N FROM BEACH.
 RT0054'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY
 RT0054'COURTHOUSE AT BEACH, GOLDEN VALLEY COUNTY, 96 FEET NORTH OF THE CENTER
 RT0054'LINE OF A SECTION-LINE CROSS ROAD, 76 FEET NORTH OF THE CORNER POST OF
 RT0054'THE SECTION-LINE FENCE, 30 FEET EAST OF THE CENTER LINE OF THE
 RT0054'HIGHWAY, 20 FEET SOUTH OF POWER-TRANSMISSION LINE POLE 437, AND 3 FEET
 RT0054'WEST OF THE FENCE.  A STANDARD DISK, STAMPED B 95 1934 AND SET IN THE
 RT0054'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 RT0054
 RT0054                          STATION RECOVERY (1974)
 RT0054
 RT0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RT0054'MARK NOT FOUND.
 RT0054
 RT0054                          STATION RECOVERY (1982)
 RT0054
 RT0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0054'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0068 ***********************************************************************
 RS0068  DESIGNATION -  B 97
 RS0068  PID         -  RS0068
 RS0068  STATE/COUNTY-  ND/ADAMS
 RS0068  USGS QUAD   -  BARTHS BUTTE (1974)
 RS0068
 RS0068                         *CURRENT SURVEY CONTROL
 RS0068  ___________________________________________________________________
 RS0068* NAD 83(1986)-  46 05 28.     (N)    102 17 21.     (W)     SCALED    
 RS0068* NAVD 88     -       746.074  (meters)    2447.74   (feet)  ADJUSTED  
 RS0068  ___________________________________________________________________
 RS0068  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 RS0068  DYNAMIC HT  -         746.000 (meters)    2447.50  (feet)  COMP
 RS0068  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 RS0068
 RS0068  VERT ORDER  -  SECOND    CLASS 0
 RS0068
 RS0068.The horizontal coordinates were scaled from a topographic map and have
 RS0068.an estimated accuracy of +/- 6 seconds.
 RS0068
 RS0068.The orthometric height was determined by differential leveling
 RS0068.and adjusted by the National Geodetic Survey in June 1991..
 RS0068
 RS0068.The geoid height was determined by GEOID03.
 RS0068
 RS0068.The dynamic height is computed by dividing the NAVD 88
 RS0068.geopotential number by the normal gravity value computed on the
 RS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0068.degrees latitude (g = 980.6199 gals.).
 RS0068
 RS0068.The modeled gravity was interpolated from observed gravity values.
 RS0068
 RS0068;                    North         East    Units  Estimated Accuracy
 RS0068;SPC ND S     -    48,760.      461,640.      MT  (+/- 180 meters Scaled)
 RS0068
 RS0068                          SUPERSEDED SURVEY CONTROL
 RS0068
 RS0068  NGVD 29 (??/??/92)  745.569  (m)         2446.09   (f) ADJ UNCH    2 0
 RS0068
 RS0068.Superseded values are not recommended for survey control.
 RS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0068.See file dsdata.txt to determine how the superseded data were derived.
 RS0068
 RS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM095077(NAD 83)
 RS0068_MARKER: DB = BENCH MARK DISK
 RS0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0068_STAMPING: B 97 1934
 RS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0068+STABILITY: SURFACE MOTION
 RS0068
 RS0068  HISTORY     - Date     Condition        Report By
 RS0068  HISTORY     - 1934     MONUMENTED       CGS
 RS0068  HISTORY     - 1974     GOOD             USGS
 RS0068
 RS0068                          STATION DESCRIPTION
 RS0068
 RS0068'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0068'10.5 MI N FROM PETREL.
 RS0068'PETREL, ABOUT 10 MI.N.OF AND 0.5 MI.W. OF IN SEC.11,T.130 N.,R.14 W.
 RS0068'ABOUT 490 FT N. OF A CURVE IN RD. 32 FT.E.OF AND 2.1 FT LOWER THAN RD
 RS0068'OPPOSITE. 21.6 FT W. OF A FE. 41.6 FT.SW OF A POLE. IN CONC. POST, A
 RS0068'STD. TABLET, STAMPED, B 97 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0236 ***********************************************************************
 RS0236  DESIGNATION -  B 98
 RS0236  PID         -  RS0236
 RS0236  STATE/COUNTY-  ND/SLOPE
 RS0236  USGS QUAD   -  SPRING CREEK (1980)
 RS0236
 RS0236                         *CURRENT SURVEY CONTROL
 RS0236  ___________________________________________________________________
 RS0236* NAD 83(1986)-  46 32 25.     (N)    103 41 45.     (W)     SCALED    
 RS0236* NAVD 88     -       875.607  (meters)    2872.72   (feet)  ADJUSTED  
 RS0236  ___________________________________________________________________
 RS0236  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 RS0236  DYNAMIC HT  -         875.559 (meters)    2872.56  (feet)  COMP
 RS0236  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 RS0236
 RS0236  VERT ORDER  -  SECOND    CLASS 0
 RS0236
 RS0236.The horizontal coordinates were scaled from a topographic map and have
 RS0236.an estimated accuracy of +/- 6 seconds.
 RS0236
 RS0236.The orthometric height was determined by differential leveling
 RS0236.and adjusted by the National Geodetic Survey in June 1991..
 RS0236
 RS0236.The geoid height was determined by GEOID03.
 RS0236
 RS0236.The dynamic height is computed by dividing the NAVD 88
 RS0236.geopotential number by the normal gravity value computed on the
 RS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0236.degrees latitude (g = 980.6199 gals.).
 RS0236
 RS0236.The modeled gravity was interpolated from observed gravity values.
 RS0236
 RS0236;                    North         East    Units  Estimated Accuracy
 RS0236;SPC ND S     -   102,090.      354,940.      MT  (+/- 180 meters Scaled)
 RS0236
 RS0236                          SUPERSEDED SURVEY CONTROL
 RS0236
 RS0236  NGVD 29 (??/??/92)  875.068  (m)         2870.95   (f) ADJ UNCH    2 0
 RS0236
 RS0236.Superseded values are not recommended for survey control.
 RS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0236.See file dsdata.txt to determine how the superseded data were derived.
 RS0236
 RS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM999549(NAD 83)
 RS0236_MARKER: DB = BENCH MARK DISK
 RS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0236_STAMPING: B 98 1934
 RS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0236+STABILITY: SURFACE MOTION
 RS0236
 RS0236  HISTORY     - Date     Condition        Report By
 RS0236  HISTORY     - 1934     MONUMENTED       CGS
 RS0236  HISTORY     - 1934     GOOD             USGS
 RS0236
 RS0236                          STATION DESCRIPTION
 RS0236
 RS0236'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 RS0236'30.8 MI NE FROM MARMARTH.
 RS0236'MARMATH, 0.8 MI E OF ALONG U.S. HWY NO.
 RS0236'12, THENCE 30.0 MI N AND E ALONG COUNTY RDS TO THE NW COR OF SEC 1, T
 RS0236'135 N, R104 W.  AT START OF CURVE OF RD FROM W TO N ABOUT 350 FT E OF
 RS0236'SEC COR, 52 FT SW OF THE RD AND 3.5 FT N OF S ROW FENCE.  SET IN THE
 RS0236'TOP OF A CONC POST PROJECTING 0.3 FT, A STD DISK STAMPED B 98 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0077 ***********************************************************************
 RS0077  DESIGNATION -  B 99
 RS0077  PID         -  RS0077
 RS0077  STATE/COUNTY-  ND/HETTINGER
 RS0077  USGS QUAD   -  HAVELOCK (1973)
 RS0077
 RS0077                         *CURRENT SURVEY CONTROL
 RS0077  ___________________________________________________________________
 RS0077* NAD 83(1986)-  46 27 52.     (N)    102 42 24.     (W)     SCALED    
 RS0077* NAVD 88     -       766.340  (meters)    2514.23   (feet)  ADJUSTED  
 RS0077  ___________________________________________________________________
 RS0077  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 RS0077  DYNAMIC HT  -         766.299 (meters)    2514.10  (feet)  COMP
 RS0077  MODELED GRAV-     980,535.5   (mgal)                       NAVD 88
 RS0077
 RS0077  VERT ORDER  -  SECOND    CLASS 0
 RS0077
 RS0077.The horizontal coordinates were scaled from a topographic map and have
 RS0077.an estimated accuracy of +/- 6 seconds.
 RS0077
 RS0077.The orthometric height was determined by differential leveling
 RS0077.and adjusted by the National Geodetic Survey in June 1991..
 RS0077
 RS0077.The geoid height was determined by GEOID03.
 RS0077
 RS0077.The dynamic height is computed by dividing the NAVD 88
 RS0077.geopotential number by the normal gravity value computed on the
 RS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0077.degrees latitude (g = 980.6199 gals.).
 RS0077
 RS0077.The modeled gravity was interpolated from observed gravity values.
 RS0077
 RS0077;                    North         East    Units  Estimated Accuracy
 RS0077;SPC ND S     -    91,060.      430,530.      MT  (+/- 180 meters Scaled)
 RS0077
 RS0077                          SUPERSEDED SURVEY CONTROL
 RS0077
 RS0077  NGVD 29 (??/??/92)  765.820  (m)         2512.53   (f) ADJ UNCH    2 0
 RS0077
 RS0077.Superseded values are not recommended for survey control.
 RS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0077.See file dsdata.txt to determine how the superseded data were derived.
 RS0077
 RS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM760482(NAD 83)
 RS0077_MARKER: DB = BENCH MARK DISK
 RS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0077_STAMPING: B-99 1934
 RS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0077+STABILITY: SURFACE MOTION
 RS0077
 RS0077  HISTORY     - Date     Condition        Report By
 RS0077  HISTORY     - 1934     MONUMENTED       CGS
 RS0077  HISTORY     - 1938     GOOD             NGS
 RS0077  HISTORY     - 1972     GOOD             LOCSUR
 RS0077
 RS0077                          STATION DESCRIPTION
 RS0077
 RS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RS0077'1.9 MI E FROM HAVELOCK.
 RS0077'ALONG THE MILWAUKEE RAILROAD, 1.9 MILES EAST OF THE STATION AT
 RS0077'HAVELOCK, 0.1 OF A MILE WEST OF MILEPOST 124, 71 FEET NORTHWEST OF THE
 RS0077'CENTER OF THE INTERSECTION OF THE RAILROAD AND A ROAD CROSSING THE
 RS0077'TRACK, 46.1 FEET NORTH OF THE CENTER OF THE TRACK, 2.5 FEET SOUTH OF
 RS0077'THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 RS0077'CONCRETE POST.  NOTE-- THE RR STATION AT HAVELOCK NO LONGER EXISTS.
 RS0077
 RS0077                          STATION RECOVERY (1972)
 RS0077
 RS0077'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0927 ***********************************************************************
 RR0927  DESIGNATION -  BACHMANN
 RR0927  PID         -  RR0927
 RR0927  STATE/COUNTY-  ND/GRANT
 RR0927  USGS QUAD   -  PRETTY ROCK BUTTE (1972)
 RR0927
 RR0927                         *CURRENT SURVEY CONTROL
 RR0927  ___________________________________________________________________
 RR0927* NAD 83(1996)-  46 14 38.05956(N)    101 47 04.16980(W)     ADJUSTED  
 RR0927* NAVD 88     -       758.6    (meters)    2489.     (feet)  VERTCON   
 RR0927  ___________________________________________________________________
 RR0927  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 RR0927  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 RR0927
 RR0927  HORZ ORDER  -  SECOND
 RR0927
 RR0927.The horizontal coordinates were established by classical geodetic methods
 RR0927.and adjusted by the National Geodetic Survey in January 1998..
 RR0927
 RR0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0927
 RR0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0927
 RR0927.The geoid height was determined by GEOID03.
 RR0927
 RR0927;                    North         East     Units Scale Factor Converg.
 RR0927;SPC ND S     -    64,973.886   500,942.687   MT  0.99998864   -0 56 12.8
 RR0927;SPC ND S     -   213,168.92  1,643,512.75   iFT  0.99998864   -0 56 12.8
 RR0927;UTM  14      - 5,124,916.567   285,343.275   MT  1.00016645   -2 00 43.1
 RR0927
 RR0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0927!SPC ND S     -   0.99988415  x   0.99998864  =   0.99987279
 RR0927!UTM  14      -   0.99988415  x   1.00016645  =   1.00005058
 RR0927
 RR0927|---------------------------------------------------------------------|
 RR0927| PID    Reference Object                     Distance      Geod. Az  |
 RR0927|                                                           dddmmss.s |
 RR0927| CQ6987 BACHMANN RM 1                        13.098 METERS 22205     |
 RR0927| CQ6986 BACHMANN AZ MK                                     2434136.6 |
 RR0927| CQ6988 BACHMANN RM 2                        13.298 METERS 35221     |
 RR0927|---------------------------------------------------------------------|
 RR0927
 RR0927                          SUPERSEDED SURVEY CONTROL
 RR0927
 RR0927  NAD 83(1986)-  46 14 38.05091(N)    101 47 04.16630(W) AD(       ) 2
 RR0927  NAD 27      -  46 14 38.02800(N)    101 47 02.65500(W) AD(       ) 2
 RR0927  NGVD 29 (07/19/86)  758.1    (m)         2487.     (f) VERT ANG       
 RR0927
 RR0927.Superseded values are not recommended for survey control.
 RR0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0927.See file dsdata.txt to determine how the superseded data were derived.
 RR0927
 RR0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8534324917(NAD 83)
 RR0927_MARKER: DS = TRIANGULATION STATION DISK
 RR0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0927
 RR0927  HISTORY     - Date     Condition        Report By
 RR0927  HISTORY     - 1951     MONUMENTED       USGS
 RR0927  HISTORY     - 1951     GOOD             USGS
 RR0927  HISTORY     - 1959     GOOD             CGS
 RR0927
 RR0927                          STATION DESCRIPTION
 RR0927
 RR0927'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0927'THE STATION IS LOCATED ABOUT 10-3/4 MILES SOUTH AND 4 MILES
 RR0927'WEST HEIL, ON THE HIGHEST POINT OF A FLAT-TOPPED RIDGE OWNED
 RR0927'BY AUGUST BACHMANN.
 RR0927'
 RR0927'TO REACH THE STATION FROM THE POST OFFICE IN THUNDER HAWK, SOUTH
 RR0927'DAKOTA.  GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO U.S.
 RR0927'HIGHWAY 12.  TURN LEFT AND GO EAST ON HIGHWAY 12 FOR 6.6
 RR0927'MILES TO AN OVERPASS.  CONTINUE EAST 0.3 MILE TO A GRAVELED
 RR0927'ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN ROAD NORTH 6.85
 RR0927'MILES TO A BRIDGE SPANNING THE CANNONBALL RIVER.  CONTINUE
 RR0927'NORTH 11.05 MILES TO A SCHOOL HOUSE ON THE LEFT.  CONTINUE
 RR0927'NORTH 3.1 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST 2.1 MILES
 RR0927'TO A CROSSROADS.  TURN LEFT, GO SOUTH 0.6 MILE TO A THE
 RR0927'AZIMUTH MARK ON THE LEFT.  TURN SHARP RIGHT AND PROCEED ACROSS
 RR0927'OPEN MEADOW SOUTHWESTERLY FOR 0.35 MILE TO THE HIGHEST
 RR0927'POINT AND THE STATION.
 RR0927'
 RR0927'THE STATION MARK IS A STANDARD DISK OF THE UNITED STATES
 RR0927'GEOLOGICAL SURVEY SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 RR0927'POST THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED BACHMAN 1941.
 RR0927'
 RR0927'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RR0927'BACHMANN USGS NO 1 1951.
 RR0927'
 RR0927'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RR0927'BACHMANN USGS NO 2 1951.
 RR0927'
 RR0927'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF THE ROAD
 RR0927'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 5 INCHES AND
 RR0927'THE DISK IS STAMPED BACHMANN USGS 1951.
 RR0927'
 RR0927'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD DISKS
 RR0927'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0927
 RR0927                          STATION RECOVERY (1951)
 RR0927
 RR0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0927'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0927
 RR0927                          STATION RECOVERY (1959)
 RR0927
 RR0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0927'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0927'CONDITION.
 RR0927'
 RR0927'THE COMPLETE DESCRIPTION TO REACH THE STATION FROM THUNDER
 RR0927'HAWK, SOUTH DAKOTA WAS NOT CHECKED BUT SOME ERRORS WERE NOTED
 RR0927'IN MILEAGES AND DIRECTIONS NEAR THE STATION.  JUST BEFORE
 RR0927'REACHING THE AZIMUTH MARK THE DESCRIPTION SHOULD READ, TURN
 RR0927'LEFT AND GO NORTH FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT,
 RR0927'CONTINUE NORTH ON MAIN ROAD FOR 0.55 MILE TO A WIRE GATE ON
 RR0927'THE RIGHT, TURN RIGHT THROUGH GATE AND GO EAST AND SOUTH
 RR0927'THROUGH FIELD FOR 0.65 MILE TO HIGHEST POINT OF RIDGE AND
 RR0927'STATION.
 RR0927'
 RR0927'THE STATION IS IN THE NW 1/4 SEC. 23, T. 132 N., R. 89 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1936 ***********************************************************************
 TG1936  DESIGNATION -  BACON
 TG1936  PID         -  TG1936
 TG1936  STATE/COUNTY-  ND/DIVIDE
 TG1936  USGS QUAD   -  PAULSON (1949)
 TG1936
 TG1936                         *CURRENT SURVEY CONTROL
 TG1936  ___________________________________________________________________
 TG1936* NAD 83(1996)-  48 59 11.70681(N)    103 07 31.16457(W)     ADJUSTED  
 TG1936* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 TG1936  ___________________________________________________________________
 TG1936  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 TG1936  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 TG1936
 TG1936  HORZ ORDER  -  THIRD
 TG1936
 TG1936.The horizontal coordinates were established by classical geodetic methods
 TG1936.and adjusted by the National Geodetic Survey in January 1998..
 TG1936
 TG1936.The orthometric height was scaled from a topographic map.
 TG1936
 TG1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1936
 TG1936.The geoid height was determined by GEOID03.
 TG1936
 TG1936;                    North         East     Units Scale Factor Converg.
 TG1936;SPC ND N     -   224,161.622   407,874.471   MT  1.00006010   -1 57 12.9
 TG1936;SPC ND N     -   735,438.39  1,338,170.84   iFT  1.00006010   -1 57 12.9
 TG1936;UTM  13      - 5,427,657.849   637,152.025   MT  0.99983109   +1 24 53.2
 TG1936
 TG1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1936!SPC ND N     -   0.99991106  x   1.00006010  =   0.99997116
 TG1936!UTM  13      -   0.99991106  x   0.99983109  =   0.99974217
 TG1936
 TG1936:                Primary Azimuth Mark                     Grid Az
 TG1936:SPC ND N     -  MOUSE                                    266 18 30.0
 TG1936:UTM  13      -  MOUSE                                    262 56 23.9
 TG1936
 TG1936|---------------------------------------------------------------------|
 TG1936| PID    Reference Object                     Distance      Geod. Az  |
 TG1936|                                                           dddmmss.s |
 TG1936| TG2053 MOUSE                               APPROX. 5.5 KM 2642117.1 |
 TG1936|---------------------------------------------------------------------|
 TG1936
 TG1936                          SUPERSEDED SURVEY CONTROL
 TG1936
 TG1936  NAD 83(1986)-  48 59 11.70840(N)    103 07 31.15802(W) AD(       ) 3
 TG1936
 TG1936.Superseded values are not recommended for survey control.
 TG1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1936.See file dsdata.txt to determine how the superseded data were derived.
 TG1936
 TG1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3715227658(NAD 83)
 TG1936_MARKER: DD = SURVEY DISK
 TG1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1936+STABILITY: SURFACE MOTION
 TG1936
 TG1936  HISTORY     - Date     Condition        Report By
 TG1936  HISTORY     - 1911     MONUMENTED       IBC
 TG1936
 TG1936                          STATION DESCRIPTION
 TG1936
 TG1936'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1936'ABOUT 1 MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 612, IN SE 1/4
 TG1936'SECTION 34, TOWNSHIP 164 N, RANGE 96 W, FIFTH PRINCIPAL MERIDIAN,
 TG1936'ABOUT ABOUT 3 METERS FROM THE NORTH - AND - SOUTH, AND 200 METERS
 TG1936'FROM THE EAST - AND - WEST MIDSECTION LINES.  THE STATION IS ON THE
 TG1936'WEST SIDE OF A FLAT - TOPPED MOUND.
 TG1936'
 TG1936'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TG1936'CONCRETE BLOCK BURIED 20 INCHES IN THE GROUND, WITH A FEW ROCKS
 TG1936'PLACED IN THE HOLE BEFORE FILLING WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1864 ***********************************************************************
 TG1864  DESIGNATION -  BAD LANDS
 TG1864  PID         -  TG1864
 TG1864  STATE/COUNTY-  ND/WILLIAMS
 TG1864  USGS QUAD   -  LAKE JESSIE (1978)
 TG1864
 TG1864                         *CURRENT SURVEY CONTROL
 TG1864  ___________________________________________________________________
 TG1864* NAD 83(1996)-  48 03 30.39673(N)    103 27 19.60064(W)     ADJUSTED  
 TG1864* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 TG1864  ___________________________________________________________________
 TG1864  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 TG1864  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1864
 TG1864  HORZ ORDER  -  SECOND
 TG1864
 TG1864.The horizontal coordinates were established by classical geodetic methods
 TG1864.and adjusted by the National Geodetic Survey in January 1998..
 TG1864
 TG1864.The orthometric height was scaled from a topographic map.
 TG1864
 TG1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1864
 TG1864.The geoid height was determined by GEOID03.
 TG1864
 TG1864;                    North         East     Units Scale Factor Converg.
 TG1864;SPC ND N     -   121,905.821   379,766.318   MT  0.99993595   -2 11 57.3
 TG1864;SPC ND N     -   399,953.48  1,245,952.49   iFT  0.99993595   -2 11 57.3
 TG1864;UTM  13      - 5,323,949.978   615,085.225   MT  0.99976274   +1 08 56.4
 TG1864
 TG1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1864!SPC ND N     -   0.99989524  x   0.99993595  =   0.99983120
 TG1864!UTM  13      -   0.99989524  x   0.99976274  =   0.99965800
 TG1864
 TG1864:                Primary Azimuth Mark                     Grid Az
 TG1864:SPC ND N     -  LAGOON                                   193 15 12.4
 TG1864:UTM  13      -  LAGOON                                   189 54 18.7
 TG1864
 TG1864|---------------------------------------------------------------------|
 TG1864| PID    Reference Object                     Distance      Geod. Az  |
 TG1864|                                                           dddmmss.s |
 TG1864| SO0806 LAGOON                              APPROX. 8.8 KM 1910315.1 |
 TG1864|---------------------------------------------------------------------|
 TG1864
 TG1864                          SUPERSEDED SURVEY CONTROL
 TG1864
 TG1864  NAD 83(1986)-  48 03 30.39738(N)    103 27 19.59734(W) AD(       ) 2
 TG1864  NAD 27      -  48 03 30.30600(N)    103 27 17.90300(W) AD(       ) 2
 TG1864
 TG1864.Superseded values are not recommended for survey control.
 TG1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1864.See file dsdata.txt to determine how the superseded data were derived.
 TG1864
 TG1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP1508523950(NAD 83)
 TG1864_MARKER: Z = SEE DESCRIPTION
 TG1864_SETTING: 0 = UNSPECIFIED SETTING
 TG1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1864
 TG1864  HISTORY     - Date     Condition        Report By
 TG1864  HISTORY     - 1889     MONUMENTED       MORC
 TG1864
 TG1864                          STATION DESCRIPTION
 TG1864
 TG1864'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TG1864'BAD LANDS IS ON LEFT BANK, NEARLY AT EDGE OF BLUFF, ON HIGH
 TG1864'RIDGE ABOUT 2-1/2 MILES BACK FROM RIVER.  RIDGE RUNS SOUTHEAST,
 TG1864'NEARLY, TO CUT BLUFF AT RIVER.  ABOUT 1 MILE TO NORTHEAST ARE
 TG1864'APPARENTLY HIGHER BLUFFS.  EL., 2,259.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0445 ***********************************************************************
 RS0445  DESIGNATION -  BADLAND
 RS0445  PID         -  RS0445
 RS0445  STATE/COUNTY-  ND/BILLINGS
 RS0445  USGS QUAD   -  ROCKY RIDGE NORTH (1982)
 RS0445
 RS0445                         *CURRENT SURVEY CONTROL
 RS0445  ___________________________________________________________________
 RS0445* NAD 83(1996)-  46 41 59.99983(N)    103 20 01.24936(W)     ADJUSTED  
 RS0445* NAVD 88     -       923.6    (meters)    3030.     (feet)  VERTCON   
 RS0445  ___________________________________________________________________
 RS0445  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 RS0445  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 RS0445
 RS0445  HORZ ORDER  -  FIRST
 RS0445
 RS0445.The horizontal coordinates were established by classical geodetic methods
 RS0445.and adjusted by the National Geodetic Survey in January 1998..
 RS0445
 RS0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0445
 RS0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0445
 RS0445.The geoid height was determined by GEOID03.
 RS0445
 RS0445;                    North         East     Units Scale Factor Converg.
 RS0445;SPC ND S     -   118,769.840   383,338.560   MT  0.99993860   -2 04 00.6
 RS0445;SPC ND S     -   389,664.83  1,257,672.44   iFT  0.99993860   -2 04 00.6
 RS0445;UTM  13      - 5,173,175.393   627,389.206   MT  0.99979946   +1 12 46.3
 RS0445
 RS0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0445!SPC ND S     -   0.99985784  x   0.99993860  =   0.99979645
 RS0445!UTM  13      -   0.99985784  x   0.99979946  =   0.99965733
 RS0445
 RS0445:                Primary Azimuth Mark                     Grid Az
 RS0445:SPC ND S     -  BADLAND AZ MK                            069 35 36.0
 RS0445:UTM  13      -  BADLAND AZ MK                            066 18 49.1
 RS0445
 RS0445|---------------------------------------------------------------------|
 RS0445| PID    Reference Object                     Distance      Geod. Az  |
 RS0445|                                                           dddmmss.s |
 RS0445| CQ6995 BADLAND AZ MK                                      0673135.4 |
 RS0445| RS0441 OUR LADY OF LOURDES CH SPIRE        APPROX.14.2 KM 0880259.1 |
 RS0445| CQ6997 BADLAND RM 2                          9.805 METERS 09217     |
 RS0445| CQ6996 BADLAND RM 1                         56.693 METERS 20634     |
 RS0445|---------------------------------------------------------------------|
 RS0445
 RS0445                          SUPERSEDED SURVEY CONTROL
 RS0445
 RS0445  NAD 83(1996)-  46 41 59.99382(N)    103 20 01.24466(W) AD(       ) 1
 RS0445  NAD 83(1986)-  46 41 59.99393(N)    103 20 01.24455(W) AD(       ) 1
 RS0445  NAD 27      -  46 41 59.94700(N)    103 19 59.59500(W) AD(       ) 1
 RS0445  NGVD 29 (07/19/86)  923.0    (m)         3028.     (f) VERT ANG       
 RS0445
 RS0445.Superseded values are not recommended for survey control.
 RS0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0445.See file dsdata.txt to determine how the superseded data were derived.
 RS0445
 RS0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2738973175(NAD 83)
 RS0445_MARKER: DS = TRIANGULATION STATION DISK
 RS0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0445
 RS0445  HISTORY     - Date     Condition        Report By
 RS0445  HISTORY     - 1912     MONUMENTED       CGS
 RS0445  HISTORY     - 1934     GOOD             CGS
 RS0445  HISTORY     - 1951     GOOD             CGS
 RS0445  HISTORY     - 1962     GOOD             USGS
 RS0445
 RS0445                          STATION DESCRIPTION
 RS0445
 RS0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 RS0445'ABOUT 13 MILES SOUTH AND 7 MILES WEST OF BELFIELD AND ABOUT 7
 RS0445'MILES WEST AND 1 MILE SOUTH OF GAYLORD, IN THE NE. 1/4 SEC. 8,
 RS0445'T. 137 N., R. 100 W., ON THE HIGHEST POINT IN THE SECTION.  THE
 RS0445'STATION IS AT THE EDGE OF THE BREAKS, WHERE THE LEVEL LAND BREAKS
 RS0445'OFF ABRUPTLY INTO THE BADLANDS TO THE WEST, AND IS NEAR THE ROAD
 RS0445'WHICH LEADS WEST ALONG SECTION 8 AND TURNS TO THE SOUTHWEST,
 RS0445'PASSING BETWEEN THE STATION AND THE REFERENCE MARK JUST BEFORE
 RS0445'IT DESCENDS INTO THE BADLANDS.  THE STATION IS MARKED BY A
 RS0445'STANDARD DISK STATION MARK SET IN THE TOP OF A CONCRETE
 RS0445'CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 RS0445'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 RS0445'CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND
 RS0445'MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES
 RS0445'LONG, SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON TOP AND 4
 RS0445'INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH TO ONE-HALF INCH
 RS0445'ABOVE THE CONCRETE AND IS ABOUT 33 INCHES BELOW THE SURFACE
 RS0445'OF THE GROUND.  A REFERENCE MARK SIMILAR TO THE STANDARD DISK
 RS0445'TRIANGULATION STATION MARK IS SET IN THE TOP OF A CONCRETE
 RS0445'CYLINDER 5-1/2 INCHES IN DIAMETER AND 30 INCHES LONG
 RS0445'INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE
 RS0445'FORM.  THE CYLINDER PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 RS0445'AND THE ARROW POINTS TOWARD THE STATION.  THE MARK IS ON THE
 RS0445'OPPOSITE SIDE OF THE ROAD ON THE HIGHEST POINT OF A SOMEWHAT
 RS0445'LOWER KNOB AND IS 56.77 METERS FROM THE STATION
 RS0445'S 26 DEG 34 MIN W.  THE CHIMNEY OF E. MEYERS HOUSE IS ABOUT 600
 RS0445'METERS FROM THE STATION S 84 DEG 15 MIN E.  LATITUDE
 RS0445'OBSERVATIONS WERE MADE AT THIS STATION IN 1913.
 RS0445
 RS0445                          STATION RECOVERY (1934)
 RS0445
 RS0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0445'STATION WAS RECOVERED AS DESCRIBED, ABOUT 13 MILES SOUTH AND
 RS0445'7 MILES WEST OF BELFIELD AND ABOUT 7 MILES WEST AND 1 MILES
 RS0445'SOUTH OF GAYLORD, IN NORTHWEST QUARTER SEC. 8, T. 137 N., R.
 RS0445'100 W., ON THE HIGHEST POINT IN THE SECTION AT THE EDGE OF THE
 RS0445'BREAKS WHERE THE LEVEL LAND BREAKS OFF ABRUPTLY INTO THE BADLANDS
 RS0445'TO THE WEST, AND NEAR THE ROAD WHICH LEADS WEST ALONG SEC. 8
 RS0445'AND TURNS TO THE SOUTHWEST, PASSING BETWEEN THE STATION AND
 RS0445'THE REFERENCE MARK JUST BEFORE IT DESCENDS INTO THE BADLANDS.
 RS0445'SURFACE MARK IS STANDARD DISK SET IN A CONCRETE-FILLED
 RS0445'CYLINDER PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 RS0445'
 RS0445'REACHED FROM BELFIELD--GO SOUTH ON U.S. HIGHWAY 85 FROM THE
 RS0445'RAILROAD CROSSING 11.0 MILES, TURN RIGHT AT WHITE SCHOOLHOUSE
 RS0445'AND GO WEST 4.0 MILES, TURN LEFT (SOUTH) GO 1.0 MILE, TURN RIGHT
 RS0445'2.0 MILES, TURN LEFT (SOUTH) 1.0 MILE, TURN RIGHT (WEST) GO 0.5
 RS0445'MILE.  AT THIS POINT THE NEW GRADE TURNS NORTH AND STARTS INTO
 RS0445'THE BADLANDS, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE AND THEN
 RS0445'TURN LEFT AT THE FENCE CORNER AND GO THROUGH A NARROW GATE AND
 RS0445'FOLLOW THE RUTTED ROAD TO THE STATION.
 RS0445'
 RS0445'REFERENCE MARK IS A STANDARD DISK SET IN A CONCRETE FILLED
 RS0445'GALVANIZED-IRON CYLINDER PROJECTING 3 INCHES ABOVE THE GROUND
 RS0445'ON THE OPPOSITE SIDE OF THE ROAD FROM THE STATION, ON THE
 RS0445'HIGHEST POINT OF A LOWER HILL AND IS 56.94 METERS FROM STATION.
 RS0445'
 RS0445'MARKS WERE RECOVERED IN GOOD CONDITION.
 RS0445
 RS0445                          STATION RECOVERY (1951)
 RS0445
 RS0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0445'THE STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE
 RS0445'FOUND IN GOOD CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK
 RS0445'NO. 2 WERE ESTABLISHED.  THE DIRECTIONS TO REACH THE STATION
 RS0445'ARE CORRECT.
 RS0445'
 RS0445'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 7-INCH
 RS0445'CONCRETE-FILLED GALVANIZED CYLINDER.  IT PROJECTS 7 INCHES,
 RS0445'AND THE DISK IS STAMPED BADLAND 1912.
 RS0445'
 RS0445'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 RS0445'6-INCH CONCRETE-FILLED GALVANIZED CYLINDER.  IT PROJECTS 3
 RS0445'INCHES, AND THE DISK IS STAMPED BADLAND 1912 NO 1.
 RS0445'
 RS0445'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 RS0445'12-INCH CONCRETE CYLINDER.  IT PROJECTS 8 INCHES, AND THE DISK
 RS0445'IS STAMPED BADLAND NO 2 1951.
 RS0445'
 RS0445'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF A GRADED
 RS0445'ROAD, 15 FEET SOUTH OF A GATE POST, AND 1 FOOT WEST OF A WIRE
 RS0445'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 RS0445'CYLINDER.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED BADLAND
 RS0445'1951.
 RS0445
 RS0445                          STATION RECOVERY (1962)
 RS0445
 RS0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RS0445'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0832 ***********************************************************************
 RP0832  DESIGNATION -  BAIRD
 RP0832  PID         -  RP0832
 RP0832  STATE/COUNTY-  ND/SARGENT
 RP0832  USGS QUAD   -  FORMAN (1958)
 RP0832
 RP0832                         *CURRENT SURVEY CONTROL
 RP0832  ___________________________________________________________________
 RP0832* NAD 83(1996)-  46 01 23.11741(N)    097 43 51.67110(W)     ADJUSTED  
 RP0832* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 RP0832  ___________________________________________________________________
 RP0832  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 RP0832  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 RP0832
 RP0832  HORZ ORDER  -  FIRST
 RP0832
 RP0832.The horizontal coordinates were established by classical geodetic methods
 RP0832.and adjusted by the National Geodetic Survey in January 1998..
 RP0832
 RP0832.The orthometric height was scaled from a topographic map.
 RP0832
 RP0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0832
 RP0832.The geoid height was determined by GEOID03.
 RP0832
 RP0832;                    North         East     Units Scale Factor Converg.
 RP0832;SPC ND S     -    43,397.594   814,368.293   MT  1.00003535   +2 01 10.7
 RP0832;SPC ND S     -   142,380.56  2,671,811.98   iFT  1.00003535   +2 01 10.7
 RP0832;SPC SD N     -   245,810.842   775,681.216   MT  1.00008334   +1 36 21.0
 RP0832;SPC SD N     -   806,464.40  2,544,880.79   sFT  1.00008334   +1 36 21.0
 RP0832;UTM  14      - 5,097,395.524   598,218.925   MT  0.99971859   +0 54 47.7
 RP0832
 RP0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0832!SPC ND S     -   0.99994156  x   1.00003535  =   0.99997691
 RP0832!SPC SD N     -   0.99994156  x   1.00008334  =   1.00002490
 RP0832!UTM  14      -   0.99994156  x   0.99971859  =   0.99966017
 RP0832
 RP0832:                Primary Azimuth Mark                     Grid Az
 RP0832:SPC ND S     -  FORMAN SARGENT CO CTHSE DOME             036 05 03.5
 RP0832:SPC SD N     -  FORMAN SARGENT CO CTHSE DOME             036 29 53.2
 RP0832:UTM  14      -  FORMAN SARGENT CO CTHSE DOME             037 11 26.5
 RP0832
 RP0832|---------------------------------------------------------------------|
 RP0832| PID    Reference Object                     Distance      Geod. Az  |
 RP0832|                                                           dddmmss.s |
 RP0832| RP0833 FORMAN SARGENT CO CTHSE DOME        APPROX.11.8 KM 0380614.2 |
 RP0832| RP0835 FORMAN CONGREGATIONAL CHURCH        APPROX.12.0 KM 0381534.1 |
 RP0832| RP0829 TRINITY CHURCH SPIRE                APPROX. 9.0 KM 0794131.5 |
 RP0832| CQ5644 BAIRD RM 1                           26.338 METERS 10201     |
 RP0832| CQ5643 BAIRD AZ MK                                        1263737.6 |
 RP0832| QQ0454 HAVANA CATHOLIC CHURCH SPIRE        APPROX.12.2 KM 1315807.5 |
 RP0832| QQ0455 BRITTON TANK                        APPROX.25.7 KM 1825648.8 |
 RP0832| RP0843 STIRNUM ZION LUTHERAN CHURCH        APPROX.21.5 KM 3434042.9 |
 RP0832| RP0842 STIRNUM CHURCH OF THE NAZARENE      APPROX.21.6 KM 3444050.7 |
 RP0832| CQ5645 BAIRD RM 2                           28.359 METERS 35922     |
 RP0832|---------------------------------------------------------------------|
 RP0832
 RP0832                          SUPERSEDED SURVEY CONTROL
 RP0832
 RP0832  NAD 83(1986)-  46 01 23.11739(N)    097 43 51.67004(W) AD(       ) 1
 RP0832  NAD 27      -  46 01 23.23200(N)    097 43 50.30700(W) AD(       ) 1
 RP0832
 RP0832.Superseded values are not recommended for survey control.
 RP0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0832.See file dsdata.txt to determine how the superseded data were derived.
 RP0832
 RP0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR9821997396(NAD 83)
 RP0832_MARKER: DS = TRIANGULATION STATION DISK
 RP0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0832
 RP0832  HISTORY     - Date     Condition        Report By
 RP0832  HISTORY     - 1934     MONUMENTED       CGS
 RP0832
 RP0832                          STATION DESCRIPTION
 RP0832
 RP0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0832'STATION IS LOCATED IN THE SW 1/4 SEC. 32, T 130 N, R 56 W,
 RP0832'ABOUT 6.0 MILES S AND 2.25 MILES E OF COGSWELL, AND ABOUT
 RP0832'2.0 MILES N AND 2.0 MILES E OF BRAMPTON.  MARK IS 52 FEET N
 RP0832'OF CENTER LINE OF ROAD, 2 FEET E OF FENCE, 17.4 FEET N OF FENCE.
 RP0832'
 RP0832'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RP0832'BRONZE DISKS SET IN CONCRETE.
 RP0832'
 RP0832'REFERENCE MARK NO. 1 IS LOCATED 86.41 FEET, 26.338 METERS,
 RP0832'E OF STATION, 0.8 FEET N OF FENCE, 35 FEET N OF CENTER LINE OF
 RP0832'ROAD.
 RP0832'
 RP0832'REFERENCE MARK NO. 2 IS LOCATED 93.04 FEET, 28.359 METERS, N
 RP0832'OF STATION, 1 FOOT E OF FENCE.
 RP0832'
 RP0832'AZIMUTH MARK IS LOCATED 0.8 MILE SW OF STATION, 27 FEET W OF
 RP0832'CENTER LINE ROAD.  TO REACH MARK FROM STATION GO E 0.7 MILE,
 RP0832'THENCE RIGHT, S 0.5 MILE TO MARK ON W SIDE OF ROAD.
 RP0832'
 RP0832'STATION IS REACHED FROM COGSWELL POST OFFICE, BY GOING E ON
 RP0832'STATE HIGHWAY 11 FOR 2.2 MILES, THENCE RIGHT, (S) 6.0 MILES
 RP0832'THENCE LEFT (E) 0.3 MILE TO MARK ON N IN CORNER OF FIELD.
 RP0832'
 RP0832'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2043 ***********************************************************************
 TE2043  DESIGNATION -  BAKER
 TE2043  PID         -  TE2043
 TE2043  STATE/COUNTY-  ND/BENSON
 TE2043  USGS QUAD   -  BAKER (1958)
 TE2043
 TE2043                         *CURRENT SURVEY CONTROL
 TE2043  ___________________________________________________________________
 TE2043* NAD 83(1996)-  48 10 18.27450(N)    099 39 11.78327(W)     ADJUSTED  
 TE2043* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 TE2043  ___________________________________________________________________
 TE2043  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 TE2043  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 TE2043
 TE2043  HORZ ORDER  -  FIRST
 TE2043
 TE2043.The horizontal coordinates were established by classical geodetic methods
 TE2043.and adjusted by the National Geodetic Survey in January 1998..
 TE2043
 TE2043.The orthometric height was scaled from a topographic map.
 TE2043
 TE2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2043
 TE2043.The geoid height was determined by GEOID03.
 TE2043
 TE2043;                    North         East     Units Scale Factor Converg.
 TE2043;SPC ND N     -   130,622.067   662,972.049   MT  0.99993699   +0 37 48.3
 TE2043;SPC ND N     -   428,550.09  2,175,105.15   iFT  0.99993699   +0 37 48.3
 TE2043;UTM  14      - 5,335,595.349   451,430.837   MT  0.99962898   -0 29 12.5
 TE2043
 TE2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2043!SPC ND N     -   0.99992104  x   0.99993699  =   0.99985803
 TE2043!UTM  14      -   0.99992104  x   0.99962898  =   0.99955005
 TE2043
 TE2043:                Primary Azimuth Mark                     Grid Az
 TE2043:SPC ND N     -  YORK GREAT NORTHERN RR TANK              019 57 54.9
 TE2043:UTM  14      -  YORK GREAT NORTHERN RR TANK              021 04 55.7
 TE2043
 TE2043|---------------------------------------------------------------------|
 TE2043| PID    Reference Object                     Distance      Geod. Az  |
 TE2043|                                                           dddmmss.s |
 TE2043| TE2021 YORK GREAT NORTHERN RR TANK         APPROX.16.8 KM 0203543.2 |
 TE2043| TE2025 ST PETRI LUTH CHURCH STEEPLE        APPROX. 5.4 KM 0622404.9 |
 TE2043| TE2044 BAKER 2                               9.411 METERS 09151     |
 TE2043| CO7302 BAKER RM 1                           14.996 METERS 18444     |
 TE2043| TE2039 EMMANUEL LUTH CHURCH BELFRY         APPROX.10.7 KM 1951649.9 |
 TE2043| TE2040 LUTHERAN CHURCH SPIRE               APPROX. 9.9 KM 2210528.6 |
 TE2043| CO7303 BAKER RM 2                           15.243 METERS 35546     |
 TE2043| CO7304 BAKER 2 AZ MK                                      3571726.0 |
 TE2043| CO7301 BAKER AZ MK                                        3580348.4 |
 TE2043|---------------------------------------------------------------------|
 TE2043
 TE2043                          SUPERSEDED SURVEY CONTROL
 TE2043
 TE2043  NAD 83(1986)-  48 10 18.27644(N)    099 39 11.78249(W) AD(       ) 1
 TE2043  NAD 27      -  48 10 18.27100(N)    099 39 10.31100(W) AD(       ) 1
 TE2043
 TE2043.Superseded values are not recommended for survey control.
 TE2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2043.See file dsdata.txt to determine how the superseded data were derived.
 TE2043
 TE2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5143135595(NAD 83)
 TE2043_MARKER: DS = TRIANGULATION STATION DISK
 TE2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2043
 TE2043  HISTORY     - Date     Condition        Report By
 TE2043  HISTORY     - 1946     MONUMENTED       CGS
 TE2043  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TE2043
 TE2043                          STATION DESCRIPTION
 TE2043
 TE2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2043'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF THE VILLAGE OF
 TE2043'BAKER AND IS ALONG THE EAST SIDE OF THE GRAVEL ROAD THAT RUNS
 TE2043'NORTH FROM THE VILLAGE.  IT IS ON THE HIGHEST POINT IN THE
 TE2043'AREA AND IS IN THE EDGE OF A WHEAT FIELD, 46 FEET EAST OF
 TE2043'THE APPROXIMATE CENTER LINE OF THE ROAD AND 4.4 FEET EAST
 TE2043'OF A WITNESS POST.  THE MARK IS ABOUT 12 INCHES UNDER THE
 TE2043'SURFACE OF THE GROUND AND THE DISK IS STAMPED BAKER 1946.
 TE2043'
 TE2043'REFERENCE MARK NO. 1 IS 49.20 FEET SOUTH OF THE STATION AND
 TE2043'44 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE GRAVEL
 TE2043'ROAD.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 TE2043'BAKER NO 1 1946.
 TE2043'
 TE2043'REFERENCE MARK NO. 2 IS 50.01 FEET NORTH OF THE STATION AND
 TE2043'44 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE GRAVEL
 TE2043'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 TE2043'STAMPED BAKER NO 2 1946.
 TE2043'
 TE2043'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NORTH-NORTHWEST OF THE
 TE2043'STATION, 44 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE
 TE2043'GRAVEL ROAD, 2 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND IN A
 TE2043'FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 TE2043'STAMPED BAKER 1946.
 TE2043'
 TE2043'TO REACH THE STATION FROM THE RAILROAD STATION IN THE VILLAGE
 TE2043'OF BAKER, GO NORTH ACROSS THE TRACKS, AT THE CROSSING AT THE EAST
 TE2043'END OF THE STATION, FOR 0.25 MILE TO A T ROAD INTERSECTION.
 TE2043'HERE TURN LEFT AND GO WEST FOR 0.2 MILE TO A CROSS ROADS.
 TE2043'HERE TURN RIGHT AND GO NORTH FOR 0.4 MILE TO THE TOP OF THE
 TE2043'GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 TE2043'
 TE2043'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 TE2043'GRAVEL ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 TE2043'
 TE2043'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TE2043
 TE2043                          STATION RECOVERY (1958)
 TE2043
 TE2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TE2043'A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY DEPARTMENT
 TE2043'TO MOVE ALL OF THE MARKS AT THIS STATION.  UPON RECOVERY IT
 TE2043'WAS FOUND THAT THE SURFACE STATION MARK AND BOTH REFERENCE
 TE2043'MARKS HAD BEEN DESTROYED.  THE UNDERGROUND STATION MARK WAS
 TE2043'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 TE2043'ALSO RECOVERED AND FOUND IN GOOD CONDITION.  ALL MARKS AT THIS
 TE2043'STATION WERE DESTROYED AND A NEW STATION WAS ESTABLISHED
 TE2043'IN THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2044 ***********************************************************************
 TE2044  DESIGNATION -  BAKER 2
 TE2044  PID         -  TE2044
 TE2044  STATE/COUNTY-  ND/BENSON
 TE2044  USGS QUAD   -  BAKER (1958)
 TE2044
 TE2044                         *CURRENT SURVEY CONTROL
 TE2044  ___________________________________________________________________
 TE2044* NAD 83(1996)-  48 10 18.26463(N)    099 39 11.32802(W)     ADJUSTED  
 TE2044* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 TE2044  ___________________________________________________________________
 TE2044  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 TE2044  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 TE2044
 TE2044  HORZ ORDER  -  THIRD
 TE2044
 TE2044.The horizontal coordinates were established by classical geodetic methods
 TE2044.and adjusted by the National Geodetic Survey in January 1998..
 TE2044.No horizontal observational check was made to the station.
 TE2044
 TE2044.The orthometric height was scaled from a topographic map.
 TE2044
 TE2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2044
 TE2044.The geoid height was determined by GEOID03.
 TE2044
 TE2044;                    North         East     Units Scale Factor Converg.
 TE2044;SPC ND N     -   130,621.865   662,981.457   MT  0.99993699   +0 37 48.6
 TE2044;SPC ND N     -   428,549.43  2,175,136.01   iFT  0.99993699   +0 37 48.6
 TE2044;UTM  14      - 5,335,594.964   451,440.237   MT  0.99962897   -0 29 12.1
 TE2044
 TE2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2044!SPC ND N     -   0.99992104  x   0.99993699  =   0.99985803
 TE2044!UTM  14      -   0.99992104  x   0.99962897  =   0.99955004
 TE2044
 TE2044|---------------------------------------------------------------------|
 TE2044| PID    Reference Object                     Distance      Geod. Az  |
 TE2044|                                                           dddmmss.s |
 TE2044| CO7305 BAKER 2 RM 3                         16.080 METERS 00024     |
 TE2044| TE2025 ST PETRI LUTH CHURCH STEEPLE        APPROX. 5.4 KM 0622108.7 |
 TE2044| CO7306 BAKER 2 RM 4                         15.904 METERS 18007     |
 TE2044| TE2039 EMMANUEL LUTH CHURCH BELFRY         APPROX.10.7 KM 1951946.8 |
 TE2044| TE2040 LUTHERAN CHURCH SPIRE               APPROX. 9.9 KM 2210801.0 |
 TE2044| TE2043 BAKER                                 9.411 METERS 27151     |
 TE2044| CO7304 BAKER 2 AZ MK                                      3563411.5 |
 TE2044| CO7301 BAKER AZ MK                                        3572027.9 |
 TE2044|---------------------------------------------------------------------|
 TE2044
 TE2044                          SUPERSEDED SURVEY CONTROL
 TE2044
 TE2044  NAD 83(1986)-  48 10 18.26658(N)    099 39 11.32725(W) AD(       ) 3
 TE2044  NAD 27      -  48 10 18.26120(N)    099 39 09.85580(W) AD(       ) 3
 TE2044
 TE2044.Superseded values are not recommended for survey control.
 TE2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2044.See file dsdata.txt to determine how the superseded data were derived.
 TE2044
 TE2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5144035595(NAD 83)
 TE2044_MARKER: DS = TRIANGULATION STATION DISK
 TE2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2044
 TE2044  HISTORY     - Date     Condition        Report By
 TE2044  HISTORY     - 1958     MONUMENTED       CGS
 TE2044  HISTORY     - 1966     GOOD             CGS
 TE2044
 TE2044                          STATION DESCRIPTION
 TE2044
 TE2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TE2044'THE STATION IS ABOUT 3/4 MILE NORTH OF THE VILLAGE OF BAKER
 TE2044'AND IS ON THE EAST SIDE OF THE ROAD THAT RUNS NORTH FROM THE
 TE2044'VILLAGE.  IT IS 75 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 TE2044'2 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 TE2044'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BAKER 2 1958.
 TE2044'
 TE2044'R.M. NO. 3 IS NORTH OF THE STATION AND ABOUT 75 FEET EAST OF
 TE2044'THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS ABOUT 4 INCHES
 TE2044'AND THE DISK IS STAMPED BAKER 2 NO 3 1958.
 TE2044'
 TE2044'R.M. NO. 4 IS SOUTH OF THE STATION AND ABOUT 75 FEET EAST OF
 TE2044'THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 4 INCHES AND
 TE2044'THE DISK IS STAMPED BAKER 2 NO 4 1958.
 TE2044'
 TE2044'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTH OF THE STATION
 TE2044'AND IS ABOUT 75 FEET WEST OF THE CENTERLINE OF THE ROAD.  THE
 TE2044'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BAKER 2
 TE2044'1958.
 TE2044'
 TE2044'TO REACH THE STATION FROM BAKER, FROM THE RAILROAD CROSSING
 TE2044'EAST OF THE DEPOT, GO NORTH FOR 0.2 MILE TO A T-INTERSECTION,
 TE2044'TURN LEFT AND GO WEST FOR 0.2 MILE TO CROSSROADS, TURN RIGHT
 TE2044'AND GO NORTH FOR 0.4 MILE TO TOP OF GRADE AND STATION ON
 TE2044'RIGHT AS DESCRIBED.
 TE2044
 TE2044                          STATION RECOVERY (1966)
 TE2044
 TE2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 TE2044'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 TE2044'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 TE2044'GOOD CONDITION.
 TE2044'
 TE2044'THE 1958 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 TE2044'
 TE2044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MILES
 TE2044'NORTH OF STATE HIGHWAY 19 AND 0.8 MILE NORTH OF BAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1880 ***********************************************************************
 TG1880  DESIGNATION -  BAKER RESET
 TG1880  PID         -  TG1880
 TG1880  STATE/COUNTY-  ND/MCKENZIE
 TG1880  USGS QUAD   -  WILLISTON SW (1979)
 TG1880
 TG1880                         *CURRENT SURVEY CONTROL
 TG1880  ___________________________________________________________________
 TG1880* NAD 83(1996)-  48 04 30.64687(N)    103 38 41.80982(W)     ADJUSTED  
 TG1880* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 TG1880  ___________________________________________________________________
 TG1880  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 TG1880  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1880
 TG1880  HORZ ORDER  -  FIRST
 TG1880
 TG1880.The horizontal coordinates were established by classical geodetic methods
 TG1880.and adjusted by the National Geodetic Survey in January 1998..
 TG1880
 TG1880.The orthometric height was scaled from a topographic map.
 TG1880
 TG1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1880
 TG1880.The geoid height was determined by GEOID03.
 TG1880
 TG1880;                    North         East     Units Scale Factor Converg.
 TG1880;SPC ND N     -   124,324.473   365,728.577   MT  0.99993586   -2 20 24.9
 TG1880;SPC ND N     -   407,888.69  1,199,896.91   iFT  0.99993586   -2 20 24.9
 TG1880;UTM  13      - 5,325,544.287   600,932.905   MT  0.99972518   +1 00 29.8
 TG1880
 TG1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1880!SPC ND N     -   0.99990010  x   0.99993586  =   0.99983597
 TG1880!UTM  13      -   0.99990010  x   0.99972518  =   0.99962531
 TG1880
 TG1880:                Primary Azimuth Mark                     Grid Az
 TG1880:SPC ND N     -  WILLISTON MONT DAK UTIL CO STK           006 47 05.4
 TG1880:UTM  13      -  WILLISTON MONT DAK UTIL CO STK           003 26 10.7
 TG1880
 TG1880|---------------------------------------------------------------------|
 TG1880| PID    Reference Object                     Distance      Geod. Az  |
 TG1880|                                                           dddmmss.s |
 TG1880| TG1882 WILLISTON MONT DAK UTIL CO STK      APPROX. 7.8 KM 0042640.5 |
 TG1880| TG1884 WILLISTON MUNICIPAL TANK            APPROX. 8.4 KM 0054407.4 |
 TG1880| TG1883 WILLISTON GREAT N RR PWR STACK      APPROX. 7.8 KM 0101852.2 |
 TG1880| TG1878 SCOTT 2                             APPROX. 2.1 KM 0362153.6 |
 TG1880| CQ7000 BAKER RM 1                           22.738 METERS 12126     |
 TG1880| CQ7001 BAKER RM 2                           22.050 METERS 23927     |
 TG1880|---------------------------------------------------------------------|
 TG1880
 TG1880                          SUPERSEDED SURVEY CONTROL
 TG1880
 TG1880  NAD 83(1986)-  48 04 30.64615(N)    103 38 41.80654(W) AD(       ) 1
 TG1880  NAD 27      -  48 04 30.56000(N)    103 38 40.10500(W) AD(       ) 1
 TG1880
 TG1880.Superseded values are not recommended for survey control.
 TG1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1880.See file dsdata.txt to determine how the superseded data were derived.
 TG1880
 TG1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0093325544(NAD 83)
 TG1880_MARKER: DD = SURVEY DISK
 TG1880_SETTING: 0 = UNSPECIFIED SETTING
 TG1880
 TG1880  HISTORY     - Date     Condition        Report By
 TG1880  HISTORY     - 1945     MONUMENTED       BRWE
 TG1880
 TG1880                          STATION DESCRIPTION
 TG1880
 TG1880'DESCRIBED BY BROCK AND WEYMOUTH ENGINEERS 1945 (JCP)
 TG1880'STATION IS LOCATED ABOUT 5 MILES N OF WILLISTON, ON A HIGH
 TG1880'PLATEAU OVERLOOKING THE MISSOURI RIVER.  IT IS IDENTICAL
 TG1880'WITH STATION BAKER ESTABLISHED BY BROCK AND WEYMOUTH, ENGINEERS.
 TG1880'THE MARK WAS REMOVED AND A STANDARD UNDERGROUND MARK WAS SET
 TG1880'HOLDING THE POSITION OF THE SURFACE MARK.  IT IS 28 FEET N OF
 TG1880'THE APPROXIMATE CENTER OF THE DIRT ROAD.  THE DISK IS A BROCK
 TG1880'AND WEYMOUTH, ENGINEERS MARK STAMPED BAKER ASC 1943 AND
 TG1880'PROJECTS 6 INCHES.
 TG1880'
 TG1880'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1880'
 TG1880'REFERENCE MARK 1 IS 74.60 FEET SE OF THE STATION AND 7 FEET S
 TG1880'OF THE APPROXIMATE CENTER OF THE ROAD.  THE DISK IS STAMPED BAKER
 TG1880'BW NO 1 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A BRONZE REFERENCE
 TG1880'DISK SET IN TOP OF A CONCRETE POST.
 TG1880'
 TG1880'REFERENCE MARK 2 IS 72.35 FEET SW OF THE STATION AND 7 FEET
 TG1880'S OF THE APPROXIMATE CENTER OF THE ROAD.  THE DISK IS STAMPED
 TG1880'BAKER BW NO 2 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A BRONZE
 TG1880'REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1880'
 TG1880'STATION SCOTT 2 (B. AND W.) WAS USED AS AN AZIMUTH MARK AND IS
 TG1880'ABOUT ONE MILE N OF THE STATION.  IT IS IN THE CENTER OF A LARGE
 TG1880'WHEAT FIELD.  THE DISK IS STAMPED SCOTT 2 1943 AND IS ABOUT
 TG1880'6 INCHES BELOW THE SURFACE OF THE GROUND.
 TG1880'
 TG1880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TG1880'85, ABOUT 4.6 MILES W OF THE MAIN INTERSECTION IN WILLISTON,
 TG1880'GO S ON U.S. HIGHWAY 85 FOR 7.05 MILES TO A REVERSE FORK LEFT,
 TG1880'TURN SHARP LEFT AND GO 1.15 MILES TO A FORK, KEEP LEFT FORK AND GO
 TG1880'0.5 MILE TO THE STATION ON THE LEFT.  CONTINUE 0.15 MILE TO A
 TG1880'FORK, TAKE LEFT FORK AND GO 1.05 MILES TO A CORNER POLE OF A
 TG1880'TELEPHONE LINE, LEAVE ROAD HERE AND FOLLOW DIM TRACKS N ALONG
 TG1880'THE E SIDE OF A WHEAT FIELD 0.65 MILE, TURN SHARP LEFT THROUGH
 TG1880'WHEAT FIELD ABOUT 0.1 MILE TO STATION SCOTT 2 (B. AND W.) THE
 TG1880'AZIMUTH MARK.
 TG1880'
 TG1880'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1585 ***********************************************************************
 SN1585  DESIGNATION -  BALDWIN
 SN1585  PID         -  SN1585
 SN1585  STATE/COUNTY-  ND/BURLEIGH
 SN1585  USGS QUAD   -  WILTON SE (1976)
 SN1585
 SN1585                         *CURRENT SURVEY CONTROL
 SN1585  ___________________________________________________________________
 SN1585* NAD 83(1996)-  47 03 13.54708(N)    100 48 51.28712(W)     ADJUSTED  
 SN1585* NAVD 88     -       659.0    (meters)    2162.     (feet)  VERTCON   
 SN1585  ___________________________________________________________________
 SN1585  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 SN1585  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SN1585
 SN1585  HORZ ORDER  -  FIRST
 SN1585
 SN1585.The horizontal coordinates were established by classical geodetic methods
 SN1585.and adjusted by the National Geodetic Survey in January 1998..
 SN1585
 SN1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1585
 SN1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1585
 SN1585.The geoid height was determined by GEOID03.
 SN1585
 SN1585;                    North         East     Units Scale Factor Converg.
 SN1585;SPC ND S     -   154,234.189   576,125.081   MT  0.99994315   -0 13 45.1
 SN1585;SPC ND S     -   506,017.68  1,890,174.15   iFT  0.99994315   -0 13 45.1
 SN1585;SPC ND N     -     6,026.268   576,121.430   MT  1.00009618   -0 14 01.8
 SN1585;SPC ND N     -    19,771.22  1,890,162.17   iFT  1.00009618   -0 14 01.8
 SN1585;UTM  14      - 5,212,735.748   362,210.909   MT  0.99983334   -1 19 41.6
 SN1585
 SN1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1585!SPC ND S     -   0.99990006  x   0.99994315  =   0.99984322
 SN1585!SPC ND N     -   0.99990006  x   1.00009618  =   0.99999623
 SN1585!UTM  14      -   0.99990006  x   0.99983334  =   0.99973342
 SN1585
 SN1585:                Primary Azimuth Mark                     Grid Az
 SN1585:SPC ND S     -  WILTON MUNICIPAL TANK                    009 23 51.1
 SN1585:SPC ND N     -  WILTON MUNICIPAL TANK                    009 24 07.8
 SN1585:UTM  14      -  WILTON MUNICIPAL TANK                    010 29 47.6
 SN1585
 SN1585|---------------------------------------------------------------------|
 SN1585| PID    Reference Object                     Distance      Geod. Az  |
 SN1585|                                                           dddmmss.s |
 SN1585| SN1583 WILTON MUNICIPAL TANK               APPROX.12.0 KM 0091006.0 |
 SN1585| AJ5141 BALDWIN RM 1                         35.610 METERS 11219     |
 SN1585| CQ5652 BALDWIN AZ MK                                      1723254.2 |
 SN1585| RR0865 SCHONERT                            APPROX. 9.3 KM 1935813.6 |
 SN1585| AJ5142 BALDWIN RM 2                         29.672 METERS 22050     |
 SN1585|---------------------------------------------------------------------|
 SN1585
 SN1585                          SUPERSEDED SURVEY CONTROL
 SN1585
 SN1585  NAD 83(1986)-  47 03 13.54322(N)    100 48 51.26538(W) AD(       ) 1
 SN1585  NAD 27      -  47 03 13.57000(N)    100 48 49.78900(W) AD(       ) 1
 SN1585  NGVD 29 (07/19/86)  658.6    (m)         2161.     (f) VERT ANG       
 SN1585
 SN1585.Superseded values are not recommended for survey control.
 SN1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1585.See file dsdata.txt to determine how the superseded data were derived.
 SN1585
 SN1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6221112736(NAD 83)
 SN1585_MARKER: DS = TRIANGULATION STATION DISK
 SN1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SN1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1585+STABILITY: SURFACE MOTION
 SN1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1585+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 SN1585
 SN1585  HISTORY     - Date     Condition        Report By
 SN1585  HISTORY     - 1934     MONUMENTED       CGS
 SN1585  HISTORY     - 1957     GOOD             CGS
 SN1585  HISTORY     - 1971     GOOD             LOCENG
 SN1585  HISTORY     - 20011115 GOOD             INDIV
 SN1585  HISTORY     - 20060710 GOOD             DUCKS
 SN1585
 SN1585                          STATION DESCRIPTION
 SN1585
 SN1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1585'STATION IS LOCATED ABOUT 7 MILES S AND 1 MILE W OF WILTON.
 SN1585'IT IS ON THE N SIDE OF A HIGH BLUFF RIDGE THAT OVERLOOKS THE
 SN1585'MISSOURI RIVER TO THE W AND N.  IT IS IN NE 1/4 SEC. 9, T 141 N,
 SN1585'R 81 W, AND IS ON LAND LEASED BY J.M. JACOBSON, WHO LIVES A
 SN1585'MILE W OF THE STATION.  THE STATION MARK PROJECTS 3 INCHES AND IS
 SN1585'250 FEET W OF A NS SECTIONLINE ROAD 20 FEET E OF A LARGE PILE
 SN1585'OF STONES.
 SN1585'
 SN1585'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1585'BRONZE DISKS SET IN CONCRETE.
 SN1585'
 SN1585'REFERENCE MARK NO. 1 IS E OF THE STATION AND REFERENCE MARK
 SN1585'NO. 2 IS SW OF THE STATION.  BOTH MARKS PROJECT 4 INCHES.
 SN1585'
 SN1585'THE AZIMUTH MARK IS SSE OF THE STATION AND PROJECTS 6 INCHES.
 SN1585'IT IS 25 FEET W OF THE CENTER LINE OF A NS ROAD AND 15 FEET
 SN1585'N OF AN EW ROAD.
 SN1585'
 SN1585'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 SN1585'83 AND STATE HIGHWAY 36 IN THE WESTERN PART OF THE TOWN OF
 SN1585'WILTON, GO S ON U.S. HIGHWAY 83, 7.0 MILES TO A WHITE,
 SN1585'GREEN-TRIMMED SCHOOLHOUSE ON THE RIGHT SIDE OF THE ROAD.  HERE
 SN1585'TURN RIGHT, W, LEAVE HIGHWAY 83 AND GO 1.0 MILE TO A
 SN1585'T-INTERSECTION AND GATE IN FENCE ON W SIDE OF A NS ROAD.  PASS
 SN1585'THROUGH GATE AND CONTINUE W 250 FEET TO EDGE OF RIDGE AND
 SN1585'STATION.
 SN1585'
 SN1585'A 4-FOOT STAND WILL CLEAR ALL LINES FROM STATION.
 SN1585
 SN1585                          STATION RECOVERY (1957)
 SN1585
 SN1585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1585'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1585'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 SN1585'ADEQUATE.
 SN1585
 SN1585                          STATION RECOVERY (1971)
 SN1585
 SN1585'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 SN1585'STATION RECOVERED BY E.H. SCHMIDT CORP.
 SN1585'
 SN1585'VERY GOOD
 SN1585'
 SN1585'DESCRIPTION IS ADEQUATE
 SN1585
 SN1585                          STATION RECOVERY (2001)
 SN1585
 SN1585'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 SN1585'RECOVERED IN GOOD CONDITION.
 SN1585
 SN1585                          STATION RECOVERY (2006)
 SN1585
 SN1585'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 SN1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0640 ***********************************************************************
 RQ0640  DESIGNATION -  BALDWIN RESET
 RQ0640  PID         -  RQ0640
 RQ0640  STATE/COUNTY-  ND/DICKEY
 RQ0640  USGS QUAD   -  FULLERTON NE (1955)
 RQ0640
 RQ0640                         *CURRENT SURVEY CONTROL
 RQ0640  ___________________________________________________________________
 RQ0640* NAD 83(1996)-  46 09 53.52543(N)    098 19 02.96280(W)     ADJUSTED  
 RQ0640* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 RQ0640  ___________________________________________________________________
 RQ0640  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 RQ0640  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 RQ0640
 RQ0640  HORZ ORDER  -  FIRST
 RQ0640
 RQ0640.The horizontal coordinates were established by classical geodetic methods
 RQ0640.and adjusted by the National Geodetic Survey in January 1998..
 RQ0640
 RQ0640.The orthometric height was scaled from a topographic map.
 RQ0640
 RQ0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0640
 RQ0640.The geoid height was determined by GEOID03.
 RQ0640
 RQ0640;                    North         East     Units Scale Factor Converg.
 RQ0640;SPC ND S     -    57,720.097   768,540.548   MT  1.00000368   +1 35 30.8
 RQ0640;SPC ND S     -   189,370.40  2,521,458.49   iFT  1.00000368   +1 35 30.8
 RQ0640;UTM  14      - 5,112,592.124   552,691.122   MT  0.99963413   +0 29 32.4
 RQ0640
 RQ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0640!SPC ND S     -   0.99993563  x   1.00000368  =   0.99993931
 RQ0640!UTM  14      -   0.99993563  x   0.99963413  =   0.99956978
 RQ0640
 RQ0640:                Primary Azimuth Mark                     Grid Az
 RQ0640:SPC ND S     -  BALDWIN AZ MK 2                          001 12 40.5
 RQ0640:UTM  14      -  BALDWIN AZ MK 2                          002 18 38.9
 RQ0640
 RQ0640|---------------------------------------------------------------------|
 RQ0640| PID    Reference Object                     Distance      Geod. Az  |
 RQ0640|                                                           dddmmss.s |
 RQ0640| AJ5145 BALDWIN AZ MK 2                                    0024811.3 |
 RQ0640| RQ0647 ERWIN MATTSONS BARN VENTILATOR      APPROX.12.9 KM 0145626.4 |
 RQ0640| AJ5141 BALDWIN RM 1                         42.203 METERS 04454     |
 RQ0640| AJ5143 BALDWIN RM 3                         27.543 METERS 07100     |
 RQ0640| RQ0639 OUR SAVIOR LUTHERAN CH CROSS        APPROX. 7.9 KM 0901348.8 |
 RQ0640| AJ5144 BALDWIN RM 4                         33.869 METERS 13023     |
 RQ0640| AJ5142 BALDWIN RM 2                         40.398 METERS 13243     |
 RQ0640| CQ5652 BALDWIN AZ MK                                      1775306.8 |
 RQ0640| RQ0644 FULLERTON OSBORNE ELEV VENT         APPROX. 8.4 KM 2673915.9 |
 RQ0640| RQ0643 FULLERTON FARM COOP ELEV VENT       APPROX. 8.6 KM 2674836.9 |
 RQ0640|---------------------------------------------------------------------|
 RQ0640
 RQ0640                          SUPERSEDED SURVEY CONTROL
 RQ0640
 RQ0640  NAD 83(1986)-  46 09 53.53176(N)    098 19 02.95812(W) AD(       ) 1
 RQ0640  NAD 27      -  46 09 53.65100(N)    098 19 01.59900(W) AD(       ) 1
 RQ0640
 RQ0640.Superseded values are not recommended for survey control.
 RQ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0640.See file dsdata.txt to determine how the superseded data were derived.
 RQ0640
 RQ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5269112592(NAD 83)
 RQ0640_MARKER: DH = HORIZONTAL CONTROL DISK
 RQ0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0640_STAMPING: BALDWIN 1934 1983
 RQ0640_MARK LOGO: NGS   
 RQ0640_PROJECTION: RECESSED 30 CENTIMETERS
 RQ0640_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RQ0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0640+STABILITY: SURFACE MOTION
 RQ0640
 RQ0640  HISTORY     - Date     Condition        Report By
 RQ0640  HISTORY     - 1983     MONUMENTED       NGS
 RQ0640
 RQ0640                          STATION DESCRIPTION
 RQ0640
 RQ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RQ0640'THE UNDERGROUND STATION MARK AND AZIMUTH MARK 1954 WERE RECOVERED IN
 RQ0640'GOOD CONDITION.  NO TRACE OF REFERENCE MARK 4 COULD BE FOUND,
 RQ0640'REFERENCE MARK 3, WAS FOUND SETTING ATOP THE GROUND AND THE SURFACE
 RQ0640'MARK HAS BEEN HIT WITH FARM EQUIPMENT AND DISTURBED.  THE SURFACE MARK
 RQ0640'WAS SET (30 CM) 12 INCHES BELOW THE SURFACE IN 1934, BUT DUE TO
 RQ0640'EROSION IT WAS ONLY 5 CM (2 INCHES) BELOW THE SURFACE, SUBJECTING IT
 RQ0640'TO BE HIT BY FARM EQUIPMENT.  REFERENCE MARKS 5, 6 AND A NEW SURFACE
 RQ0640'MARK WERE ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RQ0640' 
 RQ0640'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) WEST-NORTHWEST OF
 RQ0640'OAKES, 8.5 KM (5.30 MI) EAST OF FULLERTON, IN A CULTIVATED FIELD, ON
 RQ0640'PROPERTY OWNED BY MR.  LOREN V.  WINTERS, 2719 SOUTH GATE DRIVE,
 RQ0640'FARGO, ND.  TO REACH THE STATION FROM THE POST OFFICE IN OAKES, GO
 RQ0640'WEST ON ASPHALT ROAD FOR 17.4 KM (10.80 MI) TO A GRAVELED CROSSROAD.
 RQ0640'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 1.4 KM (0.85 MI) TO A
 RQ0640'RAILROAD CROSSING AND AN ABANDONED SCHOOLHOUSE ON THE RIGHT, CONTINUE
 RQ0640'NORTH ON THE GRAVELED ROAD FOR 1.3 KM (0.80 MI) TO THE STATION ON THE
 RQ0640'LEFT.
 RQ0640' 
 RQ0640'THE STATION IS A STANDARD NGS DISK STAMPED--BALDWIN 1934 1983--, SET
 RQ0640'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 RQ0640'DIAMETER, RECESSED 12 INCHES (30 CM) ABOVE THE GROUND. LOCATED ON THE
 RQ0640'HIGHEST PART OF A SMALL KNOLL IN A CULTIVATED FIELD. A STEEL RAILROAD
 RQ0640'SPIKE WAS PLACED ALONG THE NORTH EDGE OF THE CONCRETE MONUMENT.
 RQ0640'LOCATED 73.5 METERS (241.1 FT) SOUTH-SOUTHEAST FROM THE EAST ONE OF
 RQ0640'DOUBLE POWER POLES.  41.9 METERS (137.5 FT) WEST FROM THE CENTER OF
 RQ0640'THE GRAVELED ROAD.  AN IRREGULAR MASS OF CONCRETE 3.3 FEET (1.0 M)
 RQ0640'BELOW THE SURFACE.
 RQ0640' 
 RQ0640'REFERENCED MARK NO 5 IS A STANDARD NGS DISK STAMPED--BALDWIN 1934 NO 5
 RQ0640'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 RQ0640'(25 CM) IN DIAMETER, PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.
 RQ0640'LOCATED 91.7 METERS (300.9 FT) NORTH FROM THE CENTER OF AN APPROACH
 RQ0640'AND TREE LINE PROJECTED.  8.5 METERS (27.9 FT) WEST FROM THE CENTER OF
 RQ0640'GRAVELED ROAD. SOUTH FROM A WITNESS POST AND 1.2 METER (3.9 FT) LOWER
 RQ0640'THAN THE STATION.  SOUTH FROM A WITNESS POST AND 1.2 METER (3.9 FT)
 RQ0640'LOWER THAN THE STATION.
 RQ0640' 
 RQ0640'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--BALDWIN 1934 NO 6
 RQ0640'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 RQ0640'(25 CM) IN DIAMETER, PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.
 RQ0640'LOCATED 20.5 METERS (67.3 FT) EAST-NORTHEAST FROM THE EAST TREE OF AN
 RQ0640'EAST-WEST TREE ROW.  8.5 METERS (27.9 FT) WEST FROM THE CENTER OF THE
 RQ0640'GRAVELED ROAD.  2.3 METERS (7.5 FT) NORTH FROM THE CENTER OF AN
 RQ0640'APPROACH AND TREE ROW PROJECTED.  1.6 METER (5.2 FT) SOUTH FROM A
 RQ0640'WITNESS POST AND 1.5 METER (4.9 FT) LOWER THAN THE STATION.
 RQ0640' 
 RQ0640'AZIMUTH MARK NO 2 IS A STANDARD CGS DISK STAMPED--BALDWIN 1934 RESET
 RQ0640'1954--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 RQ0640'(30 CM) IN DIAMETER, PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.
 RQ0640'LOCATED 19.5 METERS (64.0 FT) EAST FROM THE CENTER OF THE GRAVELED
 RQ0640'ROAD.  19.0 METERS (62.3 FT) SOUTH FROM THE CENTER OF A DRIVE LEADING
 RQ0640'TO FARMSTEAD.  0.6 METER (2.0 FT) SOUTHWEST FROM A CORNER FENCE POST.
 RQ0640' 0.3 METER (1.0 FT) NORTH FROM A WITNESS POST.  TO REACH THE STATION,
 RQ0640'GO NORTH ON GRAVELED ROAD FOR 1.7 KM (1.05 MI) TO A DRIVE ON THE
 RQ0640'RIGHT,
 RQ0640'LEADING TO A FARMSTEAD AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0433 ***********************************************************************
 SN0433  DESIGNATION -  BALFOUR
 SN0433  PID         -  SN0433
 SN0433  STATE/COUNTY-  ND/MCHENRY
 SN0433  USGS QUAD   -  BALFOUR (1958)
 SN0433
 SN0433                         *CURRENT SURVEY CONTROL
 SN0433  ___________________________________________________________________
 SN0433* NAD 83(1996)-  47 56 27.76974(N)    100 30 09.07736(W)     ADJUSTED  
 SN0433* NAVD 88     -       497.912  (meters)    1633.57   (feet)  ADJUSTED  
 SN0433  ___________________________________________________________________
 SN0433  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 SN0433  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SN0433  DYNAMIC HT  -         497.981 (meters)    1633.79  (feet)  COMP
 SN0433  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SN0433
 SN0433  HORZ ORDER  -  SECOND
 SN0433  VERT ORDER  -  SECOND    CLASS 0
 SN0433
 SN0433.The horizontal coordinates were established by classical geodetic methods
 SN0433.and adjusted by the National Geodetic Survey in January 1998..
 SN0433
 SN0433.The orthometric height was determined by differential leveling
 SN0433.and adjusted by the National Geodetic Survey in June 1991..
 SN0433
 SN0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0433
 SN0433.The geoid height was determined by GEOID03.
 SN0433
 SN0433.The dynamic height is computed by dividing the NAVD 88
 SN0433.geopotential number by the normal gravity value computed on the
 SN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0433.degrees latitude (g = 980.6199 gals.).
 SN0433
 SN0433.The modeled gravity was interpolated from observed gravity values.
 SN0433
 SN0433;                    North         East     Units Scale Factor Converg.
 SN0433;SPC ND N     -   104,626.052   599,811.630   MT  0.99993897   -0 00 06.8
 SN0433;SPC ND N     -   343,261.33  1,967,885.93   iFT  0.99993897   -0 00 06.8
 SN0433;UTM  14      - 5,310,840.362   387,792.321   MT  0.99975471   -1 06 56.4
 SN0433
 SN0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0433!SPC ND N     -   0.99992536  x   0.99993897  =   0.99986433
 SN0433!UTM  14      -   0.99992536  x   0.99975471  =   0.99968009
 SN0433
 SN0433|---------------------------------------------------------------------|
 SN0433| PID    Reference Object                     Distance      Geod. Az  |
 SN0433|                                                           dddmmss.s |
 SN0433| SN0432 BALFOUR RM 1                         13.375 METERS 01824     |
 SN0433| SN1555 DRAKE BELL TELEPHONE MICROWAVE      APPROX.10.2 KM 0990346.8 |
 SN0433| SN1553 DRAKE AMERICAN LUTH CH STEEPLE      APPROX. 9.9 KM 0992054.0 |
 SN0433| SN1554 DRAKE MUNICIPAL TANK                APPROX.10.1 KM 1001159.8 |
 SN0433| SN0434 BALFOUR RM 2                         14.225 METERS 27533     |
 SN0433| SN1599 BALFOUR ST JOSEPHS CATH CHURCH      APPROX. 2.4 KM 2895751.0 |
 SN0433| CQ5653 BALFOUR AZ MK                                      2921123.7 |
 SN0433| SN1597 BALFOUR ST JOSEPH CATH CHURCH       APPROX. 3.0 KM 2984100.9 |
 SN0433| SN1598 BALFOUR UNITED BRETHREN CHURCH      APPROX. 2.6 KM 3001200.7 |
 SN0433|---------------------------------------------------------------------|
 SN0433
 SN0433                          SUPERSEDED SURVEY CONTROL
 SN0433
 SN0433  NAD 83(1986)-  47 56 27.77270(N)    100 30 09.07615(W) AD(       ) 2
 SN0433  NAD 27      -  47 56 27.75120(N)    100 30 07.55210(W) AD(       ) 2
 SN0433  NGVD 29 (??/??/92)  497.525  (m)         1632.30   (f) ADJ UNCH    2 0
 SN0433
 SN0433.Superseded values are not recommended for survey control.
 SN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0433.See file dsdata.txt to determine how the superseded data were derived.
 SN0433
 SN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8779210840(NAD 83)
 SN0433_MARKER: DS = TRIANGULATION STATION DISK
 SN0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0433_STAMPING: BALFOUR 1946
 SN0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0433+STABILITY: SURFACE MOTION
 SN0433
 SN0433  HISTORY     - Date     Condition        Report By
 SN0433  HISTORY     - 1946     MONUMENTED       CGS
 SN0433  HISTORY     - 1962     GOOD             CGS
 SN0433  HISTORY     - 1962     GOOD             NGS
 SN0433
 SN0433                          STATION DESCRIPTION
 SN0433
 SN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN0433'THE STATION IS LOCATED ON A SLIGHT RISE OF GROUND ABOUT 6 MILES
 SN0433'WEST OF DRAKE AND ABOUT 1.5 MILES EAST OF BALFOUR, 79 FEET
 SN0433'SOUTH OF THE SOUTH RAIL OF THE SOO LINE RAILROAD TRACKS, 54
 SN0433'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 52,
 SN0433'25 FEET NORTHWEST OF TELEPHONE POLE NO. 2990 AND 6 FEET NORTH OF
 SN0433'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND
 SN0433'THE DISK IS STAMPED BALFOUR 1946.
 SN0433'
 SN0433'REFERENCE MARK NO. 1 IS 43.88 FEET NORTH OF THE STATION AND
 SN0433'36 FEET SOUTH OF THE SOUTH RAIL OF THE SOO LINE RAILROAD
 SN0433'TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 SN0433'BALFOUR NO 1 1946.
 SN0433'
 SN0433'REFERENCE MARK NO. 2 IS 46.67 FEET WEST-SOUTHWEST OF THE
 SN0433'STATION, 39 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S.
 SN0433'HIGHWAY NO. 52 AND 92 FEET SOUTH OF THE SOUTH RAIL OF THE SOO
 SN0433'LINE RAILROAD TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND
 SN0433'THE DISK IS STAMPED BALFOUR NO 2 1946.
 SN0433'
 SN0433'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE WEST OF THE STATION,
 SN0433'87 FEET SOUTH OF THE SOUTH RAIL OF THE SOO LINE RAILROAD TRACKS,
 SN0433'32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO.
 SN0433'52, 13 FEET NORTHEAST OF A POWER LINE POLE AND 5 FEET
 SN0433'NORTH-NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 SN0433'2 INCHES AND THE DISK IS STAMPED BALFOUR 1946.
 SN0433'
 SN0433'TO REACH THE STATION FROM THE STANDARD GAS STATION IN BALFOUR,
 SN0433'GO EAST ON U.S. HIGHWAY NO. 52 FOR 0.9 MILE TO AZIMUTH MARK
 SN0433'ON THE LEFT AS DESCRIBED.  CONTINUE EAST 0.6 MILE TO STATION
 SN0433'ON THE LEFT.
 SN0433'
 SN0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SN0433
 SN0433                          STATION RECOVERY (1962)
 SN0433
 SN0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0433'THE STATION IS LOCATED 1-1/2 MILES EAST OF THE TOWN OF BALFOUR,
 SN0433'IN THE EAST CENTER OF SEC. 34, T152N, R77W, ON A SLIGHT RISE OF
 SN0433'GROUND.
 SN0433'
 SN0433'TO REACH THE STATION FROM THE STANDARD GAS STATION IN BALFOUR,
 SN0433'GO EAST ON U.S. HIGHWAY NO. 52 FOR 0.9 MILE TO AZIMUTH MARK ON
 SN0433'THE LEFT AS DESCRIBED.  CONTINUE EAST 0.6 MILE TO STATION ON
 SN0433'THE LEFT.
 SN0433'
 SN0433'THE STATION MARK IS A STANDARD DISK STAMPED BALFOUR 1946 AND
 SN0433'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SN0433'4 INCHES.  IT IS 114 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 SN0433'52, 79 FEET SOUTH OF SOUTH RAIL OF SOO RAILROAD LINES AND 6.2
 SN0433'FEET NORTH OF THE WITNESS POST.
 SN0433'
 SN0433'REFERENCE MARK NO. 1, STAMPED BALFOUR NO 1 1946, IS A STANDARD
 SN0433'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN0433'PROJECTS 2 INCHES.  IT IS 158 FEET NORTH OF THE CENTER OF U.S.
 SN0433'HIGHWAY 52, 50 FEET NORTH OF THE WITNESS POST AND 36 FEET
 SN0433'SOUTH OF SOUTH RAIL OF SOO RAILROAD LINES.
 SN0433'
 SN0433'REFERENCE MARK NO. 2, STAMPED BALFOUR NO 2 1946, IS A STANDARD
 SN0433'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN0433'PROJECTS 2 INCHES.  IT IS 105 FEET NORTH OF THE CENTER OF U.S.
 SN0433'HIGHWAY 52, 93 FEET SOUTH OF SOUTH RAIL OF SOO RAILROAD LINES
 SN0433'AND 46 FEET WEST OF THE WITNESS POST.
 SN0433'
 SN0433'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BALFOUR 1946 AND
 SN0433'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN0433'PROJECTS 2 INCHES.  IT IS 110 FEET NORTH OF THE CENTER OF U.S.
 SN0433'HIGHWAY 52, 87 FEET SOUTH OF SOUTH RAIL OF SOO RAILROAD LINES,
 SN0433'13 FEET NORTHEAST OF TELEPHONE POLE AND 2.5 FEET SOUTHWEST OF
 SN0433'THE WITNESS POST.
 SN0433'
 SN0433'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 70.81 FEET OR 21.582 METERS.
 SN0433
 SN0433                          STATION RECOVERY (1962)
 SN0433
 SN0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0433'1.5 MI E FROM BALFOUR.
 SN0433'ABOUT 1.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0433'BALFOUR, ON THE TOP OF A CUT BETWEEN THE RAILROAD AND THE HIGHWAY,
 SN0433'118.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 79.1 FEET SOUTH OF
 SN0433'THE SOUTH RAIL, 25.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET
 SN0433'SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 4 FEET
 SN0433'ABOVE THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0433'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0435 ***********************************************************************
 SN0435  DESIGNATION -  BALFOUR AZ MK
 SN0435  PID         -  SN0435
 SN0435  STATE/COUNTY-  ND/MCHENRY
 SN0435  USGS QUAD   -  BALFOUR (1958)
 SN0435
 SN0435                         *CURRENT SURVEY CONTROL
 SN0435  ___________________________________________________________________
 SN0435* NAD 83(1986)-  47 56 38.     (N)    100 30 49.     (W)     SCALED    
 SN0435* NAVD 88     -       493.508  (meters)    1619.12   (feet)  ADJUSTED  
 SN0435  ___________________________________________________________________
 SN0435  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SN0435  DYNAMIC HT  -         493.576 (meters)    1619.34  (feet)  COMP
 SN0435  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SN0435
 SN0435  VERT ORDER  -  SECOND    CLASS 0
 SN0435
 SN0435.The horizontal coordinates were scaled from a topographic map and have
 SN0435.an estimated accuracy of +/- 6 seconds.
 SN0435
 SN0435.The orthometric height was determined by differential leveling
 SN0435.and adjusted by the National Geodetic Survey in June 1991..
 SN0435
 SN0435.The geoid height was determined by GEOID03.
 SN0435
 SN0435.The dynamic height is computed by dividing the NAVD 88
 SN0435.geopotential number by the normal gravity value computed on the
 SN0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0435.degrees latitude (g = 980.6199 gals.).
 SN0435
 SN0435.The modeled gravity was interpolated from observed gravity values.
 SN0435
 SN0435;                    North         East    Units  Estimated Accuracy
 SN0435;SPC ND N     -   104,940.      598,980.      MT  (+/- 180 meters Scaled)
 SN0435
 SN0435                          SUPERSEDED SURVEY CONTROL
 SN0435
 SN0435  NGVD 29 (??/??/92)  493.121  (m)         1617.85   (f) ADJ UNCH    2 0
 SN0435
 SN0435.Superseded values are not recommended for survey control.
 SN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0435.See file dsdata.txt to determine how the superseded data were derived.
 SN0435
 SN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU869111(NAD 83)
 SN0435_MARKER: DZ = AZIMUTH MARK DISK
 SN0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0435_STAMPING: BALFOUR 1946
 SN0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0435+STABILITY: SURFACE MOTION
 SN0435
 SN0435  HISTORY     - Date     Condition        Report By
 SN0435  HISTORY     - 1946     MONUMENTED       CGS
 SN0435  HISTORY     - 1962     GOOD             NGS
 SN0435
 SN0435                          STATION DESCRIPTION
 SN0435
 SN0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0435'1.0 MI E FROM BALFOUR.
 SN0435'ABOUT 1 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0435'BALFOUR, ABOUT 0.4 MILE EAST OF A GRAVELED ROAD CROSSING, BETWEEN THE
 SN0435'HIGHWAY AND THE RAILROAD TRACK, AT A PRIVATE ROAD NORTH TO A TWO STORY
 SN0435'FRAME FARM HOUSE, 167 FEET NORTHWEST OF THE CENTERLINE OF THE
 SN0435'JUNCTION, 148.5 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD
 SN0435'CROSSING, 122 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 87.3 FEET
 SN0435'SOUTH OF THE SOUTH RAIL, 118 FEET WEST OF THE CENTERLINE OF THE DIRT
 SN0435'ROAD, 2.6 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SN0435'TRACK, 2 FEET LOWER THAN THE HIGHWAY, A DISK IN THE TOP OF CONCRETE
 SN0435'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1595 ***********************************************************************
 SN1595  DESIGNATION -  BALFOUR LUTHERAN CHURCH CROSS
 SN1595  PID         -  SN1595
 SN1595  STATE/COUNTY-  ND/MCHENRY
 SN1595  USGS QUAD   -  BALFOUR (1958)
 SN1595
 SN1595                         *CURRENT SURVEY CONTROL
 SN1595  ___________________________________________________________________
 SN1595* NAD 83(1996)-  47 57 10.28522(N)    100 31 55.46558(W)     ADJUSTED  
 SN1595* NAVD 88     -                                                        
 SN1595  ___________________________________________________________________
 SN1595  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 SN1595  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SN1595
 SN1595  HORZ ORDER  -  THIRD
 SN1595
 SN1595.The horizontal coordinates were established by classical geodetic methods
 SN1595.and adjusted by the National Geodetic Survey in January 1998..
 SN1595
 SN1595
 SN1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1595
 SN1595.The geoid height was determined by GEOID03.
 SN1595
 SN1595;                    North         East     Units Scale Factor Converg.
 SN1595;SPC ND N     -   105,939.597   597,604.451   MT  0.99993848   -0 01 25.9
 SN1595;SPC ND N     -   347,570.86  1,960,644.52   iFT  0.99993848   -0 01 25.9
 SN1595;UTM  14      - 5,312,196.320   385,611.489   MT  0.99976078   -1 08 16.2
 SN1595
 SN1595                          SUPERSEDED SURVEY CONTROL
 SN1595
 SN1595  NAD 83(1986)-  47 57 10.28809(N)    100 31 55.46403(W) AD(       ) 4
 SN1595  NAD 27      -  47 57 10.26500(N)    100 31 53.94300(W) AD(       ) 3
 SN1595
 SN1595.Superseded values are not recommended for survey control.
 SN1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1595.See file dsdata.txt to determine how the superseded data were derived.
 SN1595
 SN1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8561112196(NAD 83)
 SN1595_MARKER: 91 = CHURCH CROSS
 SN1595
 SN1595  HISTORY     - Date     Condition        Report By
 SN1595  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1595  HISTORY     - 1962     GOOD             CGS
 SN1595
 SN1595                          STATION DESCRIPTION
 SN1595
 SN1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN1595'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF
 SN1595'BALFOUR ON THE NORTH SIDE OF THE STREET.
 SN1595'
 SN1595'THE BUILDING IS OF WOODEN CONSTRUCTION, PAINTED WHITE, 50 FEET
 SN1595'LONG, 35 FEET WIDE AND FACES SOUTH.  THE STEEPLE WITH A CROSS IS
 SN1595'ON THE SOUTH END OF THE CHURCH AND IS ABOUT 35 FEET HIGH.
 SN1595'
 SN1595'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 SN1595'
 SN1595'TO REACH FROM THE POST OFFICE IN BALFOUR, GO NORTH 1 BLOCK.
 SN1595'TURN RIGHT AND GO EAST 1 AND 1/2 BLOCKS TO THE STATION ON THE
 SN1595'LEFT.
 SN1595
 SN1595                          STATION RECOVERY (1962)
 SN1595
 SN1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1595'THE STATION WAS RECOVERED AS DESCRIBED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1596 ***********************************************************************
 SN1596  DESIGNATION -  BALFOUR PUBLIC SCHOOL CHIMNEY
 SN1596  PID         -  SN1596
 SN1596  STATE/COUNTY-  ND/MCHENRY
 SN1596  USGS QUAD   -  BALFOUR (1958)
 SN1596
 SN1596                         *CURRENT SURVEY CONTROL
 SN1596  ___________________________________________________________________
 SN1596* NAD 83(1996)-  47 57 10.44100(N)    100 31 50.14219(W)     ADJUSTED  
 SN1596* NAVD 88     -                                                        
 SN1596  ___________________________________________________________________
 SN1596  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 SN1596  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SN1596
 SN1596  HORZ ORDER  -  THIRD
 SN1596
 SN1596.The horizontal coordinates were established by classical geodetic methods
 SN1596.and adjusted by the National Geodetic Survey in January 1998..
 SN1596
 SN1596
 SN1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1596
 SN1596.The geoid height was determined by GEOID03.
 SN1596
 SN1596;                    North         East     Units Scale Factor Converg.
 SN1596;SPC ND N     -   105,944.363   597,714.897   MT  0.99993848   -0 01 22.0
 SN1596;SPC ND N     -   347,586.49  1,961,006.88   iFT  0.99993848   -0 01 22.0
 SN1596;UTM  14      - 5,312,198.937   385,721.986   MT  0.99976047   -1 08 12.2
 SN1596
 SN1596                          SUPERSEDED SURVEY CONTROL
 SN1596
 SN1596  NAD 83(1986)-  47 57 10.44390(N)    100 31 50.14069(W) AD(       ) 4
 SN1596  NAD 27      -  47 57 10.42600(N)    100 31 48.62700(W) AD(       ) 3
 SN1596
 SN1596.Superseded values are not recommended for survey control.
 SN1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1596.See file dsdata.txt to determine how the superseded data were derived.
 SN1596
 SN1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8572212199(NAD 83)
 SN1596_MARKER: 85 = CHIMNEY
 SN1596
 SN1596  HISTORY     - Date     Condition        Report By
 SN1596  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1596
 SN1596                          STATION DESCRIPTION
 SN1596
 SN1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1596'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF
 SN1596'BALFOUR
 SN1596'
 SN1596'THE BUILDING IS OF RED BRICK CONSTRUCTION, 100 FEET LONG, 75
 SN1596'FEET WIDE AND IT FACES WEST.  IT IS A ONE STORY BUILDING WITH
 SN1596'A CHIMNEY ON THE NORTHEAST CORNER WHICH PROJECTS ABOUT 15
 SN1596'FEET ABOVE THE BUILDING.
 SN1596'
 SN1596'THE POINT INTERSECTED WAS THE CHIMNEY.
 SN1596'
 SN1596'TO REACH THE STATION FROM THE POST OFFICE IN BALFOUR, GO NORTH
 SN1596'1 BLOCK.  TURN RIGHT AND GO EAST 3 AND 1/2 BLOCKS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0432 ***********************************************************************
 SN0432  DESIGNATION -  BALFOUR RM 1
 SN0432  PID         -  SN0432
 SN0432  STATE/COUNTY-  ND/MCHENRY
 SN0432  USGS QUAD   -  BALFOUR (1958)
 SN0432
 SN0432                         *CURRENT SURVEY CONTROL
 SN0432  ___________________________________________________________________
 SN0432* NAD 83(1986)-  47 56 27.     (N)    100 30 09.     (W)     SCALED    
 SN0432* NAVD 88     -       497.019  (meters)    1630.64   (feet)  ADJUSTED  
 SN0432  ___________________________________________________________________
 SN0432  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SN0432  DYNAMIC HT  -         497.088 (meters)    1630.86  (feet)  COMP
 SN0432  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SN0432
 SN0432  VERT ORDER  -  SECOND    CLASS 0
 SN0432
 SN0432.The horizontal coordinates were scaled from a topographic map and have
 SN0432.an estimated accuracy of +/- 6 seconds.
 SN0432
 SN0432.The orthometric height was determined by differential leveling
 SN0432.and adjusted by the National Geodetic Survey in June 1991..
 SN0432
 SN0432.The geoid height was determined by GEOID03.
 SN0432
 SN0432.The dynamic height is computed by dividing the NAVD 88
 SN0432.geopotential number by the normal gravity value computed on the
 SN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0432.degrees latitude (g = 980.6199 gals.).
 SN0432
 SN0432.The modeled gravity was interpolated from observed gravity values.
 SN0432
 SN0432;                    North         East    Units  Estimated Accuracy
 SN0432;SPC ND N     -   104,600.      599,810.      MT  (+/- 180 meters Scaled)
 SN0432
 SN0432                          SUPERSEDED SURVEY CONTROL
 SN0432
 SN0432  NGVD 29 (??/??/92)  496.633  (m)         1629.37   (f) ADJ UNCH    2 0
 SN0432
 SN0432.Superseded values are not recommended for survey control.
 SN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0432.See file dsdata.txt to determine how the superseded data were derived.
 SN0432
 SN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU877108(NAD 83)
 SN0432_MARKER: DR = REFERENCE MARK DISK
 SN0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0432_STAMPING: BALFOUR NO 1 1946
 SN0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0432+STABILITY: SURFACE MOTION
 SN0432
 SN0432  HISTORY     - Date     Condition        Report By
 SN0432  HISTORY     - 1946     MONUMENTED       CGS
 SN0432  HISTORY     - 1962     GOOD             NGS
 SN0432
 SN0432                          STATION DESCRIPTION
 SN0432
 SN0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0432'1.5 MI E FROM BALFOUR.
 SN0432'ABOUT 1.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0432'BALFOUR, BETWEEN THE HIGHWAY AND THE RAILROAD, ON THE SOUTH BANK OF
 SN0432'THE RAILROAD DITCH, 162 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SN0432'43.9 FEET NORTH OF THE STATION MARK, 35.3 FEET NORTH OF THE NORTH
 SN0432'RAIL, ABOUT LEVEL WITH THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0432'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0434 ***********************************************************************
 SN0434  DESIGNATION -  BALFOUR RM 2
 SN0434  PID         -  SN0434
 SN0434  STATE/COUNTY-  ND/MCHENRY
 SN0434  USGS QUAD   -  BALFOUR (1958)
 SN0434
 SN0434                         *CURRENT SURVEY CONTROL
 SN0434  ___________________________________________________________________
 SN0434* NAD 83(1986)-  47 56 27.     (N)    100 30 09.     (W)     SCALED    
 SN0434* NAVD 88     -       497.832  (meters)    1633.30   (feet)  ADJUSTED  
 SN0434  ___________________________________________________________________
 SN0434  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 SN0434  DYNAMIC HT  -         497.901 (meters)    1633.53  (feet)  COMP
 SN0434  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SN0434
 SN0434  VERT ORDER  -  SECOND    CLASS 0
 SN0434
 SN0434.The horizontal coordinates were scaled from a topographic map and have
 SN0434.an estimated accuracy of +/- 6 seconds.
 SN0434
 SN0434.The orthometric height was determined by differential leveling
 SN0434.and adjusted by the National Geodetic Survey in June 1991..
 SN0434
 SN0434.The geoid height was determined by GEOID03.
 SN0434
 SN0434.The dynamic height is computed by dividing the NAVD 88
 SN0434.geopotential number by the normal gravity value computed on the
 SN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0434.degrees latitude (g = 980.6199 gals.).
 SN0434
 SN0434.The modeled gravity was interpolated from observed gravity values.
 SN0434
 SN0434;                    North         East    Units  Estimated Accuracy
 SN0434;SPC ND N     -   104,600.      599,810.      MT  (+/- 180 meters Scaled)
 SN0434
 SN0434                          SUPERSEDED SURVEY CONTROL
 SN0434
 SN0434  NGVD 29 (??/??/92)  497.445  (m)         1632.03   (f) ADJ UNCH    2 0
 SN0434
 SN0434.Superseded values are not recommended for survey control.
 SN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0434.See file dsdata.txt to determine how the superseded data were derived.
 SN0434
 SN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU877108(NAD 83)
 SN0434_MARKER: DR = REFERENCE MARK DISK
 SN0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0434_STAMPING: BALFOUR NO 2 1949
 SN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0434+STABILITY: SURFACE MOTION
 SN0434
 SN0434  HISTORY     - Date     Condition        Report By
 SN0434  HISTORY     - 1946     MONUMENTED       CGS
 SN0434  HISTORY     - 1962     GOOD             NGS
 SN0434
 SN0434                          STATION DESCRIPTION
 SN0434
 SN0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0434'1.5 MI E FROM BALFOUR.
 SN0434'ABOUT 1.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0434'BALFOUR, ON TOP OF AND AT THE SOUTH EDGE OF A CUT BETWEEN THE HIGHWAY
 SN0434'AND THE RAILROAD TRACK, 105.5 FEET NORTH OF THE CENTERLINE OF THE
 SN0434'HIGHWAY, 92.7 FEET SOUTH OF THE SOUTH RAIL, 63 FEET WEST OF A
 SN0434'TELEPHONE POLE, 46.7 FEET SOUTHWEST OF THE STATION MARK, ABOUT LEVEL
 SN0434'WITH THE TRACK, 3 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A
 SN0434'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1597 ***********************************************************************
 SN1597  DESIGNATION -  BALFOUR ST JOSEPH CATH CHURCH
 SN1597  PID         -  SN1597
 SN1597  STATE/COUNTY-  ND/MCHENRY
 SN1597  USGS QUAD   -  BALFOUR (1958)
 SN1597
 SN1597                         *CURRENT SURVEY CONTROL
 SN1597  ___________________________________________________________________
 SN1597* NAD 83(1996)-  47 57 13.79378(N)    100 32 14.35609(W)     ADJUSTED  
 SN1597* NAVD 88     -                                                        
 SN1597  ___________________________________________________________________
 SN1597  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 SN1597  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SN1597
 SN1597  HORZ ORDER  -  THIRD
 SN1597
 SN1597.The horizontal coordinates were established by classical geodetic methods
 SN1597.and adjusted by the National Geodetic Survey in January 1998..
 SN1597
 SN1597
 SN1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1597
 SN1597.The geoid height was determined by GEOID03.
 SN1597
 SN1597;                    North         East     Units Scale Factor Converg.
 SN1597;SPC ND N     -   106,048.132   597,212.585   MT  0.99993844   -0 01 40.0
 SN1597;SPC ND N     -   347,926.94  1,959,358.87   iFT  0.99993844   -0 01 40.0
 SN1597;UTM  14      - 5,312,312.432   385,221.876   MT  0.99976188   -1 08 30.3
 SN1597
 SN1597                          SUPERSEDED SURVEY CONTROL
 SN1597
 SN1597  NAD 83(1986)-  47 57 13.79663(N)    100 32 14.35456(W) AD(       ) 4
 SN1597  NAD 27      -  47 57 13.77600(N)    100 32 12.83800(W) AD(       ) 3
 SN1597
 SN1597.Superseded values are not recommended for survey control.
 SN1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1597.See file dsdata.txt to determine how the superseded data were derived.
 SN1597
 SN1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8522212312(NAD 83)
 SN1597_MARKER: 91 = CHURCH CROSS
 SN1597
 SN1597  HISTORY     - Date     Condition        Report By
 SN1597  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1597
 SN1597                          STATION DESCRIPTION
 SN1597
 SN1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1597'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 SN1597'BALFOUR.
 SN1597'
 SN1597'THE BUILDING IS OF WOODEN CONSTRUCTION, 50 FEET LONG, 35 FEET
 SN1597'WIDE AND PAINTED WHITE.  THE STEEPLE WITH A CROSS ON THE TOP
 SN1597'IS ABOUT 40 FEET HIGH AND THE STEEPLE IS COVERED WITH GREEN
 SN1597'SHINGLES.
 SN1597'
 SN1597'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 SN1597'
 SN1597'TO REACH THE STATION FROM THE POST OFFICE IN BALFOUR, GO NORTH
 SN1597'2 BLOCKS.  TURN LEFT AND GO WEST 2 BLOCKS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1599 ***********************************************************************
 SN1599  DESIGNATION -  BALFOUR ST JOSEPHS CATH CHURCH
 SN1599  PID         -  SN1599
 SN1599  STATE/COUNTY-  ND/MCHENRY
 SN1599  USGS QUAD   -  BALFOUR (1958)
 SN1599
 SN1599                         *CURRENT SURVEY CONTROL
 SN1599  ___________________________________________________________________
 SN1599* NAD 83(1996)-  47 56 54.21418(N)    100 31 57.49285(W)     ADJUSTED  
 SN1599* NAVD 88     -                                                        
 SN1599  ___________________________________________________________________
 SN1599  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 SN1599  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SN1599
 SN1599  HORZ ORDER  -  THIRD
 SN1599
 SN1599.The horizontal coordinates were established by classical geodetic methods
 SN1599.and adjusted by the National Geodetic Survey in January 1998..
 SN1599
 SN1599
 SN1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1599
 SN1599.The geoid height was determined by GEOID03.
 SN1599
 SN1599;                    North         East     Units Scale Factor Converg.
 SN1599;SPC ND N     -   105,443.276   597,562.181   MT  0.99993866   -0 01 27.4
 SN1599;SPC ND N     -   345,942.51  1,960,505.84   iFT  0.99993866   -0 01 27.4
 SN1599;UTM  14      - 5,311,701.003   385,559.587   MT  0.99976093   -1 08 17.4
 SN1599
 SN1599                          SUPERSEDED SURVEY CONTROL
 SN1599
 SN1599  NAD 83(1986)-  47 56 54.21707(N)    100 31 57.49125(W) AD(       ) 4
 SN1599  NAD 27      -  47 56 54.19400(N)    100 31 55.97200(W) AD(       ) 3
 SN1599
 SN1599.Superseded values are not recommended for survey control.
 SN1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1599.See file dsdata.txt to determine how the superseded data were derived.
 SN1599
 SN1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8556011701(NAD 83)
 SN1599_MARKER: 90 = CHURCH SPIRE
 SN1599
 SN1599  HISTORY     - Date     Condition        Report By
 SN1599  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1599
 SN1599                          STATION DESCRIPTION
 SN1599
 SN1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1599'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF BALFOUR, 150
 SN1599'FEET SOUTH OF U.S. HIGHWAY 52.
 SN1599'
 SN1599'THE BUILDING IS OF WOOD CONSTRUCTION, 50 FEET LONG, 35 FEET WIDE
 SN1599'AND PAINTED WHITE IN COLOR.  THE STEEPLE IS COVERED WITH RED
 SN1599'SHINGLES, 40 FEET IN HEIGHT WITH A CROSS ON THE TOP.
 SN1599'
 SN1599'TO REACH THE STATION FROM THE POST OFFICE IN BALFOUR, GO SOUTH
 SN1599'ON THE MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAY 52, TURN LEFT,
 SN1599'GO EAST ON U.S. HIGHWAY 52 FOR 0.1 MILE TO THE STATION ON THE
 SN1599'RIGHT.
 SN1599'
 SN1599'THE POINT INTERSECTED WAS THE TOPMOST POINT OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1598 ***********************************************************************
 SN1598  DESIGNATION -  BALFOUR UNITED BRETHREN CHURCH
 SN1598  PID         -  SN1598
 SN1598  STATE/COUNTY-  ND/MCHENRY
 SN1598  USGS QUAD   -  BALFOUR (1958)
 SN1598
 SN1598                         *CURRENT SURVEY CONTROL
 SN1598  ___________________________________________________________________
 SN1598* NAD 83(1996)-  47 57 10.27772(N)    100 31 57.83536(W)     ADJUSTED  
 SN1598* NAVD 88     -                                                        
 SN1598  ___________________________________________________________________
 SN1598  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 SN1598  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 SN1598
 SN1598  HORZ ORDER  -  THIRD
 SN1598
 SN1598.The horizontal coordinates were established by classical geodetic methods
 SN1598.and adjusted by the National Geodetic Survey in January 1998..
 SN1598
 SN1598
 SN1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1598
 SN1598.The geoid height was determined by GEOID03.
 SN1598
 SN1598;                    North         East     Units Scale Factor Converg.
 SN1598;SPC ND N     -   105,939.386   597,555.285   MT  0.99993848   -0 01 27.7
 SN1598;SPC ND N     -   347,570.16  1,960,483.22   iFT  0.99993848   -0 01 27.7
 SN1598;UTM  14      - 5,312,197.065   385,562.337   MT  0.99976092   -1 08 18.0
 SN1598
 SN1598                          SUPERSEDED SURVEY CONTROL
 SN1598
 SN1598  NAD 83(1986)-  47 57 10.28059(N)    100 31 57.83381(W) AD(       ) 4
 SN1598  NAD 27      -  47 57 10.25800(N)    100 31 56.31300(W) AD(       ) 3
 SN1598
 SN1598.Superseded values are not recommended for survey control.
 SN1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1598.See file dsdata.txt to determine how the superseded data were derived.
 SN1598
 SN1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8556212197(NAD 83)
 SN1598
 SN1598  HISTORY     - Date     Condition        Report By
 SN1598  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1598  HISTORY     - 1962     GOOD             CGS
 SN1598
 SN1598                          STATION DESCRIPTION
 SN1598
 SN1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1598'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF
 SN1598'BALFOUR IN THE NORTHEAST ANGLE OF AN INTERSECTION.
 SN1598'
 SN1598'THE BUILDING IS OF WOODEN CONSTRUCTION, PAINTED WHITE, 40 FEET
 SN1598'LONG, 30 FEET WIDE AND THE STEEPLE IS 35 FEET HIGH.
 SN1598'
 SN1598'THE POINT INTERSECTED WAS THE STEEPLE WHICH HAS A BALL ON IT.
 SN1598'
 SN1598'TO REACH FROM THE POST OFFICE IN BALFOUR, GO NORTH 1 BLOCK.
 SN1598'TURN RIGHT AND GO EAST 1 BLOCK TO THE STATION IN THE NORTHEAST
 SN1598'ANGLE OF THE STREET INTERSECTION.
 SN1598
 SN1598                          STATION RECOVERY (1962)
 SN1598
 SN1598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1598'THE STATION WAS RECOVERED AS DESCRIBED IN 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0808 ***********************************************************************
 RR0808  DESIGNATION -  BALL
 RR0808  PID         -  RR0808
 RR0808  STATE/COUNTY-  ND/SIOUX
 RR0808  USGS QUAD   -  CANNON BALL SE (1968)
 RR0808
 RR0808                         *CURRENT SURVEY CONTROL
 RR0808  ___________________________________________________________________
 RR0808* NAD 83(1996)-  46 19 31.99072(N)    100 34 43.87107(W)     ADJUSTED  
 RR0808* NAVD 88     -       568.     (meters)    1864.     (feet)  SCALED    
 RR0808  ___________________________________________________________________
 RR0808  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 RR0808  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RR0808
 RR0808  HORZ ORDER  -  SECOND
 RR0808
 RR0808.The horizontal coordinates were established by classical geodetic methods
 RR0808.and adjusted by the National Geodetic Survey in January 1998..
 RR0808
 RR0808.The orthometric height was scaled from a topographic map.
 RR0808
 RR0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0808
 RR0808.The geoid height was determined by GEOID03.
 RR0808
 RR0808;                    North         East     Units Scale Factor Converg.
 RR0808;SPC ND S     -    73,242.556   593,927.856   MT  0.99997508   -0 03 27.1
 RR0808;SPC ND S     -   240,297.10  1,948,582.20   iFT  0.99997508   -0 03 27.1
 RR0808;UTM  14      - 5,131,430.981   378,465.421   MT  0.99978157   -1 08 31.5
 RR0808
 RR0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0808!SPC ND S     -   0.99991428  x   0.99997508  =   0.99988936
 RR0808!UTM  14      -   0.99991428  x   0.99978157  =   0.99969587
 RR0808
 RR0808:                Primary Azimuth Mark                     Grid Az
 RR0808:SPC ND S     -  BALL AZ MK                               067 22 53.0
 RR0808:UTM  14      -  BALL AZ MK                               068 27 57.4
 RR0808
 RR0808|---------------------------------------------------------------------|
 RR0808| PID    Reference Object                     Distance      Geod. Az  |
 RR0808|                                                           dddmmss.s |
 RR0808| CQ5654 BALL AZ MK                                         0671925.9 |
 RR0808| CQ5655 BALL RM 1                            16.480 METERS 17026     |
 RR0808| CO4276 BALL RM 2                            27.959 METERS 26032     |
 RR0808|---------------------------------------------------------------------|
 RR0808
 RR0808                          SUPERSEDED SURVEY CONTROL
 RR0808
 RR0808  NAD 83(1986)-  46 19 31.98215(N)    100 34 43.86198(W) AD(       ) 2
 RR0808  NAD 27      -  46 19 32.00100(N)    100 34 42.42000(W) AD(       ) 2
 RR0808
 RR0808.Superseded values are not recommended for survey control.
 RR0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0808.See file dsdata.txt to determine how the superseded data were derived.
 RR0808
 RR0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7846531431(NAD 83)
 RR0808_MARKER: DS = TRIANGULATION STATION DISK
 RR0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0808
 RR0808  HISTORY     - Date     Condition        Report By
 RR0808  HISTORY     - 1948     MONUMENTED       CGS
 RR0808  HISTORY     - 1957     GOOD             CGS
 RR0808  HISTORY     - 20020716 MARK NOT FOUND   NGS
 RR0808
 RR0808                          STATION DESCRIPTION
 RR0808
 RR0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0808'STATION IS LOCATED ON STANDING ROCK INDIAN RESERVATION, 4.5
 RR0808'MILES SOUTH AND 0.5 MILE EAST OF CANNON BALL, ON THE SUMMIT
 RR0808'OF A LOW RIDGE OVERLOOKING THE MISSOURI RIVER TO THE EAST,
 RR0808'16 FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 15 FEET WEST
 RR0808'OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE
 RR0808'DISK IS STAMPED BALL 1948.
 RR0808'
 RR0808'REFERENCE MARK NO. 1 IS 54.07 FEET SOUTH OF STATION AND 1 FOOT
 RR0808'WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE
 RR0808'DISK IS STAMPED BALL NO 1 1948.
 RR0808'
 RR0808'REFERENCE MARK NO. 2 IS 91.73 FEET WEST OF STATION.  THE
 RR0808'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BALL NO 2 1948.
 RR0808'
 RR0808'AZIMUTH MARK IS 0.35 MILE EAST-NORTHEAST OF STATION, 40 FEET
 RR0808'NORTHEAST OF APPROXIMATE CENTERLINE OF DIRT ROAD, AND 6 FEET
 RR0808'EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 RR0808'DISK IS STAMPED BALL 1948.
 RR0808'
 RR0808'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 21 AND MAIN
 RR0808'STREET IN SOLEN, GO EAST AND SOUTHEAST FOR 8.85 MILES TO A
 RR0808'FORK, TAKE LEFT ROAD AND GO 1.0 MILE TO A FORK, TAKE
 RR0808'RIGHT ROAD AND GO 2.0 MILES TO A FORK, TAKE RIGHT ROAD AND
 RR0808'GO SOUTH FOR 4.15 MILES TO A TRACK ROAD ON RIGHT JUST AFTER
 RR0808'CROSSING A SMALL CULVERT, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 RR0808'TO THE AZIMUTH MARK ON LEFT, RETURN TO TRACK ROAD AT CULVERT,
 RR0808'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.25 MILE TO A SMALL
 RR0808'DRAW, TAKE RIGHT FORK JUST AFTER CROSSING DRAW AND FOLLOW
 RR0808'TRACK ROAD FOR 0.25 MILE TO A WIRE GATE ON RIGHT, TURN RIGHT
 RR0808'THROUGH GATE AND BEAR LEFT AND GO SOUTH-SOUTHWEST FOR 0.1
 RR0808'MILE TO TOP OF RIDGE, BEAR LEFT AND GO SOUTHEAST FOR 0.05
 RR0808'MILE TO THE FENCE LINE AND STATION SITE.
 RR0808'
 RR0808'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RR0808
 RR0808                          STATION RECOVERY (1957)
 RR0808
 RR0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0808'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0808'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0808'ADEQUATE.
 RR0808
 RR0808                          STATION RECOVERY (2002)
 RR0808
 RR0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RSC)
 RR0808'THE AZIMUTH MARK DISK WAS RETURNED DESTROYED. THE STATION WAS NOT
 RR0808'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2010 ***********************************************************************
 TF2010  DESIGNATION -  BALTA MT CARMEL CATH CH BELFRY
 TF2010  PID         -  TF2010
 TF2010  STATE/COUNTY-  ND/PIERCE
 TF2010  USGS QUAD   -  BALTA (1980)
 TF2010
 TF2010                         *CURRENT SURVEY CONTROL
 TF2010  ___________________________________________________________________
 TF2010* NAD 83(1996)-  48 10 04.36852(N)    100 02 15.25388(W)     ADJUSTED  
 TF2010* NAVD 88     -                                                        
 TF2010  ___________________________________________________________________
 TF2010  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TF2010  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TF2010
 TF2010  HORZ ORDER  -  THIRD
 TF2010
 TF2010.The horizontal coordinates were established by classical geodetic methods
 TF2010.and adjusted by the National Geodetic Survey in January 1998..
 TF2010
 TF2010
 TF2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2010
 TF2010.The geoid height was determined by GEOID03.
 TF2010
 TF2010;                    North         East     Units Scale Factor Converg.
 TF2010;SPC ND N     -   129,949.609   634,394.477   MT  0.99993689   +0 20 38.8
 TF2010;SPC ND N     -   426,343.86  2,081,346.71   iFT  0.99993689   +0 20 38.8
 TF2010;UTM  14      - 5,335,480.176   422,853.807   MT  0.99967313   -0 46 23.3
 TF2010
 TF2010                          SUPERSEDED SURVEY CONTROL
 TF2010
 TF2010  NAD 83(1986)-  48 10 04.37168(N)    100 02 15.25378(W) AD(       ) 4
 TF2010  NAD 27      -  48 10 04.36200(N)    100 02 13.77100(W) AD(       ) 3
 TF2010
 TF2010.Superseded values are not recommended for survey control.
 TF2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2010.See file dsdata.txt to determine how the superseded data were derived.
 TF2010
 TF2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2285435480(NAD 83)
 TF2010_MARKER: 91 = CHURCH CROSS
 TF2010
 TF2010  HISTORY     - Date     Condition        Report By
 TF2010  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2010
 TF2010                          STATION DESCRIPTION
 TF2010
 TF2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2010'THE CHURCH IS LOCATED IN THE TOWN OF BALTA NEAR THE NORTH SIDE OF
 TF2010'TOWN AND 50 FEET WEST OF MAIN STREET.  IT IS IN THE NORTHWEST
 TF2010'CORNER OF A CROSS STREETS AND IS 70 FEET NORTH OF THE CROSS
 TF2010'STREET.
 TF2010'
 TF2010'THE BUILDING IS OF RED BRICK CONSTRUCTION, 120 FEET LONG AND
 TF2010'42 FEET WIDE.  THE BELFRY IS ABOUT 100 FEET HIGH AND IS ON
 TF2010'THE EAST END OF THE BUILDING.  THE POINT INTERSECTED WAS THE
 TF2010'GOLD COLORED CROSS AT THE APEX OF THE BELFRY.
 TF2010'
 TF2010'TO REACH THE CHURCH FROM THE POST OFFICE IN BALTA GO NORTH ON
 TF2010'MAIN STREET FOR 2 BLOCKS TO THE CHURCH ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0202 ***********************************************************************
 TF0202  DESIGNATION -  BALTA NORTH BASE
 TF0202  PID         -  TF0202
 TF0202  STATE/COUNTY-  ND/PIERCE
 TF0202  USGS QUAD   -  BALTA (1980)
 TF0202
 TF0202                         *CURRENT SURVEY CONTROL
 TF0202  ___________________________________________________________________
 TF0202* NAD 83(1996)-  48 10 10.85461(N)    100 02 31.72054(W)     ADJUSTED  
 TF0202* NAVD 88     -       474.790  (meters)    1557.71   (feet)  ADJUSTED  
 TF0202  ___________________________________________________________________
 TF0202  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 TF0202  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TF0202  DYNAMIC HT  -         474.877 (meters)    1557.99  (feet)  COMP
 TF0202  MODELED GRAV-     980,779.1   (mgal)                       NAVD 88
 TF0202
 TF0202  HORZ ORDER  -  FIRST
 TF0202  VERT ORDER  -  SECOND    CLASS 0
 TF0202
 TF0202.The horizontal coordinates were established by classical geodetic methods
 TF0202.and adjusted by the National Geodetic Survey in January 1998..
 TF0202
 TF0202.The orthometric height was determined by differential leveling
 TF0202.and adjusted by the National Geodetic Survey in June 1991..
 TF0202
 TF0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0202
 TF0202.The geoid height was determined by GEOID03.
 TF0202
 TF0202.The dynamic height is computed by dividing the NAVD 88
 TF0202.geopotential number by the normal gravity value computed on the
 TF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0202.degrees latitude (g = 980.6199 gals.).
 TF0202
 TF0202.The modeled gravity was interpolated from observed gravity values.
 TF0202
 TF0202;                    North         East     Units Scale Factor Converg.
 TF0202;SPC ND N     -   130,147.897   634,053.080   MT  0.99993694   +0 20 26.5
 TF0202;SPC ND N     -   426,994.41  2,080,226.64   iFT  0.99993694   +0 20 26.5
 TF0202;UTM  14      - 5,335,685.028   422,516.431   MT  0.99967377   -0 46 35.6
 TF0202
 TF0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0202!SPC ND N     -   0.99992903  x   0.99993694  =   0.99986598
 TF0202!UTM  14      -   0.99992903  x   0.99967377  =   0.99960282
 TF0202
 TF0202|---------------------------------------------------------------------|
 TF0202| PID    Reference Object                     Distance      Geod. Az  |
 TF0202|                                                           dddmmss.s |
 TF0202| TF2010 BALTA MT CARMEL CATH CH BELFRY      394.828 METERS 12029     |
 TF0202| TF0201 BALTA NORTH BASE AZ MK                             1831139.5 |
 TF0202| CO7312 BALTA NORTH BASE RM 1                25.888 METERS 19010     |
 TF0202| CO7314 BALTA NORTH BASE RM 5                26.250 METERS 26557     |
 TF0202| CO7313 BALTA NORTH BASE RM 2                22.699 METERS 34902     |
 TF0202| TF0203 BALTA NORTH BASE RM 4                22.661 METERS 34909     |
 TF0202|---------------------------------------------------------------------|
 TF0202
 TF0202                          SUPERSEDED SURVEY CONTROL
 TF0202
 TF0202  NAD 83(1986)-  48 10 10.85781(N)    100 02 31.72056(W) AD(       ) 1
 TF0202  NAD 27      -  48 10 10.84900(N)    100 02 30.23900(W) AD(       ) 1
 TF0202  NGVD 29 (??/??/92)  474.433  (m)         1556.54   (f) ADJ UNCH    2 0
 TF0202
 TF0202.Superseded values are not recommended for survey control.
 TF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0202.See file dsdata.txt to determine how the superseded data were derived.
 TF0202
 TF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2251635685(NAD 83)
 TF0202_MARKER: DS = TRIANGULATION STATION DISK
 TF0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0202_STAMPING: BALTA NORTH BASE 1946 RESET 1962
 TF0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0202+STABILITY: SURFACE MOTION
 TF0202
 TF0202  HISTORY     - Date     Condition        Report By
 TF0202  HISTORY     - 1946     MONUMENTED       CGS
 TF0202  HISTORY     - 1964     GOOD             CGS
 TF0202  HISTORY     - 1964     GOOD             NGS
 TF0202  HISTORY     - 1965     GOOD             CGS
 TF0202
 TF0202                          STATION DESCRIPTION
 TF0202
 TF0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF0202'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE VILLAGE
 TF0202'OF BALTA AND ON THE FIRST HIGH POINT NORTH OF THE BALTA GRADE
 TF0202'SCHOOL BUILDING.  IT IS 50 FEET EAST OF THE APPROXIMATE CENTERLINE
 TF0202'OF A SECTION LINE ROAD AND 16 FEET EAST OF THE WESTERN EDGE
 TF0202'OF A CULTIVATED FIELD.  THE SURFACE-STATION MARK IS 12-INCHES
 TF0202'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BALTA
 TF0202'NORTH BASE 1946.
 TF0202'
 TF0202'REFERENCE MARK NO. 1 IS 84.94 FEET SOUTH-SOUTHWEST OF THE
 TF0202'STATION, 37 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 TF0202'SECTION LINE ROAD AND ON THE WESTERN EDGE OF A CULTIVATED
 TF0202'FIELD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF0202'BALTA NORTH BASE NO 1 1946.
 TF0202'
 TF0202'REFERENCE MARK NO. 2 IS 74.47 FEET NORTH-NORTHWEST OF THE
 TF0202'STATION, 37 FEET EAST OF THE APPROXIMATE CENTERLINE OF A SECTION
 TF0202'LINE ROAD AND ON THE WESTERN EDGE OF A CULTIVATED FIELD.
 TF0202'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BALTA NORTH
 TF0202'BASE NO 2 1946.
 TF0202'
 TF0202'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 59 FEET
 TF0202'WEST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD,
 TF0202'43 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND 6 FEET
 TF0202'WEST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 TF0202'DISK IS STAMPED BALTA NORTH BASE 1946.
 TF0202'
 TF0202'TO REACH THE STATION FROM THE RAILROAD STATION OF BALTA, GO
 TF0202'NORTH ON MAIN STREET FOR 1 BLOCK TO CROSS STREET, TURN LEFT
 TF0202'AND GO WEST FOR 0.3 MILE TO A GRAVELED CROSSROAD, THENCE RIGHT
 TF0202'FOR 0.2 MILE AND THE STATION ON THE RIGHT AS DESCRIBED.
 TF0202'
 TF0202'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 TF0202'0.4 MILE TO RAILROAD CROSSING AND AZIMUTH MARK AS DESCRIBED.
 TF0202'
 TF0202'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 TF0202
 TF0202                          STATION RECOVERY (1964)
 TF0202
 TF0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TF0202'ABOUT 0.25 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE
 TF0202'STATION AT BALTA, THENCE 0.45 MILE NORTH ALONG A GRAVELED
 TF0202'ROAD, IN SECTION 10, T 154 N, R 73 W, ABOUT 0.2 MILE NORTH
 TF0202'OF THE SCHOOL BUILDING AT BALTA, 51 FEET EAST OF THE CENTER
 TF0202'LINE OF THE ROAD, 4.0 FEET SOUTH OF A METAL WITNESS POST,
 TF0202'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF0202'POST ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.  THE DISK IS
 TF0202'STAMPED BALTA NORTH BASE 1946 RESET 1962.
 TF0202'
 TF0202'REFERENCE MARK NO. 3 WAS FOUND DESTROYED AND THE DISK WAS
 TF0202'RECOVERED.
 TF0202'
 TF0202'REFERENCE MARK NO. 4, 74.2 FEET NORTH OF THE STATION, 38 FEET
 TF0202'EAST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT WEST OF A METAL
 TF0202'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND
 TF0202'ABOUT LEVEL WITH THE GROUND.  THE DISK IS STAMPED BALTA NORTH
 TF0202'BASE NO 4 1946 RESET 1962.
 TF0202'
 TF0202'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH OF THE STATION,
 TF0202'AT A CROSSING OF THE SOO LINE RAILROAD AND A NORTH-SOUTH
 TF0202'ROAD, 43 FEET NORTH OF THE NORTH RAIL, 59 FEET WEST OF THE
 TF0202'CENTER LINE OF THE NORTH-SOUTH ROAD, 7 FEET SOUTHWEST OF A
 TF0202'CORNER FENCE POST, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 0.9
 TF0202'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 TF0202'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TF0202'ABOUT LEVEL WITH THE GROUND.  THE DISK IS STAMPED BALT NORTH
 TF0202'BASE 1946.
 TF0202
 TF0202                          STATION RECOVERY (1964)
 TF0202
 TF0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TF0202'0.7 MI NW FROM BALTA.
 TF0202'ABOUT 0.25 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0202'BALTA, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 10, T
 TF0202'154 N, R 73 W, ABOUT 0.2 MILE NORTH OF THE SCHOOL BUILDING AT BALTA,
 TF0202'51 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF A METAL
 TF0202'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TF0202'CONCRETE POST ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.
 TF0202
 TF0202                          STATION RECOVERY (1965)
 TF0202
 TF0202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 TF0202'THE STATION WAS RECOVERED AND THE STATION, R.M. NO. 4 AND THE
 TF0202'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE STATION MARK
 TF0202'WAS FOUND TO BE STAMPED BALTA NORTH BASE 1946 RESET 1962 AND
 TF0202'INDICATIONS WERE THAT THIS MARK WAS RESET BY PERSONNEL UNDER
 TF0202'THE DIRECTION OF MR. N.E. SYLAR.  THE LAND OWNER, MR. ROY
 TF0202'J. SCHAAN, REPORTED THAT TO THE BEST OF HIS KNOWLEDGE THE
 TF0202'STATION IS IN ITS ORIGINAL LOCATION.  THE ANGLE BETWEEN THE
 TF0202'AZIMUTH MARK AND THE CHURCH CROSS CHECKED TO WITHIN 02.5
 TF0202'SECONDS WHICH IS ANOTHER INDICATION THAT THE STATION
 TF0202'WAS NOT MOVED.
 TF0202'
 TF0202'THE STATION MARK IS 62 FEET EAST OF THE CENTERLINE OF THE
 TF0202'ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST AND IS ABOUT 1
 TF0202'FOOT BELOW THE LEVEL OF THE GROUND.
 TF0202'
 TF0202'R.M. NO. 4 IS NORTH-NORTHWEST OF THE STATION, 36 FEET EAST
 TF0202'OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF A METAL
 TF0202'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 TF0202'BALTA NORTH BASE NO 4 1946 RESET 1962.
 TF0202'
 TF0202'R.M. NO. 5 IS WEST OF THE STATION, 34 FEET WEST OF THE CENTERLINE
 TF0202'OF THE ROAD, 81 FEET NORTH OF A LARGE WOODEN BRACE POST AND 1
 TF0202'FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 TF0202'STAMPED BALTA NORTH BASE NO. 5 1946 1962.
 TF0202'
 TF0202'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 59 FEET
 TF0202'WEST OF THE CENTERLINE OF THE SECTION LINE ROAD, 43 FEET NORTH
 TF0202'OF THE NORTH RAIL OF RAILROAD TRACKS AND 6 FEET WEST OF A
 TF0202'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TF0202'STAMPED BALTA NORTH BASE 1946.
 TF0202'
 TF0202'TO REACH THE STATION FROM BALTA, FROM THE RAILROAD STATION,
 TF0202'GO NORTH ON MAIN STREET FOR 1 BLOCK TO CROSS STREETS, TURN
 TF0202'LEFT AND GO WEST FOR 0.3 MILE TO CROSSROADS, TURN RIGHT AND
 TF0202'GO NORTH FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 TF0202'
 TF0202'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4
 TF0202'MILE TO RAILROAD CROSSING AND MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0201 ***********************************************************************
 TF0201  DESIGNATION -  BALTA NORTH BASE AZ MK
 TF0201  PID         -  TF0201
 TF0201  STATE/COUNTY-  ND/PIERCE
 TF0201  USGS QUAD   -  BALTA (1980)
 TF0201
 TF0201                         *CURRENT SURVEY CONTROL
 TF0201  ___________________________________________________________________
 TF0201* NAD 83(1986)-  48 09 50.     (N)    100 02 33.     (W)     SCALED    
 TF0201* NAVD 88     -       472.804  (meters)    1551.19   (feet)  ADJUSTED  
 TF0201  ___________________________________________________________________
 TF0201  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TF0201  DYNAMIC HT  -         472.890 (meters)    1551.47  (feet)  COMP
 TF0201  MODELED GRAV-     980,778.5   (mgal)                       NAVD 88
 TF0201
 TF0201  VERT ORDER  -  SECOND    CLASS 0
 TF0201
 TF0201.The horizontal coordinates were scaled from a topographic map and have
 TF0201.an estimated accuracy of +/- 6 seconds.
 TF0201
 TF0201.The orthometric height was determined by differential leveling
 TF0201.and adjusted by the National Geodetic Survey in June 1991..
 TF0201
 TF0201.The geoid height was determined by GEOID03.
 TF0201
 TF0201.The dynamic height is computed by dividing the NAVD 88
 TF0201.geopotential number by the normal gravity value computed on the
 TF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0201.degrees latitude (g = 980.6199 gals.).
 TF0201
 TF0201.The modeled gravity was interpolated from observed gravity values.
 TF0201
 TF0201;                    North         East    Units  Estimated Accuracy
 TF0201;SPC ND N     -   129,500.      634,030.      MT  (+/- 180 meters Scaled)
 TF0201
 TF0201                          SUPERSEDED SURVEY CONTROL
 TF0201
 TF0201  NGVD 29 (??/??/92)  472.446  (m)         1550.02   (f) ADJ UNCH    2 0
 TF0201
 TF0201.Superseded values are not recommended for survey control.
 TF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0201.See file dsdata.txt to determine how the superseded data were derived.
 TF0201
 TF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU224350(NAD 83)
 TF0201_MARKER: DZ = AZIMUTH MARK DISK
 TF0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0201_STAMPING: BALTA NORTH BASE 1946
 TF0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0201+STABILITY: SURFACE MOTION
 TF0201
 TF0201  HISTORY     - Date     Condition        Report By
 TF0201  HISTORY     - 1946     MONUMENTED       CGS
 TF0201  HISTORY     - 1964     GOOD             NGS
 TF0201
 TF0201                          STATION DESCRIPTION
 TF0201
 TF0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0201'0.25 MI W FROM BALTA.
 TF0201'ABOUT 0.25 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0201'BALTA, IN SECTION 16, T 154 N, R 73 W, AT A CROSSING OF THE RAILROAD
 TF0201'AND A NORTH-SOUTH ROAD, 43 FEET NORTH OF THE NORTH RAIL, 59 FEET WEST
 TF0201'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 7 FEET SOUTHWEST OF A
 TF0201'CORNER FENCE POST, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 0.9 FOOT
 TF0201'SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 TF0201'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 TF0201'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0203 ***********************************************************************
 TF0203  DESIGNATION -  BALTA NORTH BASE RM 4
 TF0203  PID         -  TF0203
 TF0203  STATE/COUNTY-  ND/PIERCE
 TF0203  USGS QUAD   -  BALTA (1980)
 TF0203
 TF0203                         *CURRENT SURVEY CONTROL
 TF0203  ___________________________________________________________________
 TF0203* NAD 83(1986)-  48 10 10.     (N)    100 02 31.     (W)     SCALED    
 TF0203* NAVD 88     -       474.339  (meters)    1556.23   (feet)  ADJUSTED  
 TF0203  ___________________________________________________________________
 TF0203  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TF0203  DYNAMIC HT  -         474.426 (meters)    1556.51  (feet)  COMP
 TF0203  MODELED GRAV-     980,779.1   (mgal)                       NAVD 88
 TF0203
 TF0203  VERT ORDER  -  SECOND    CLASS 0
 TF0203
 TF0203.The horizontal coordinates were scaled from a topographic map and have
 TF0203.an estimated accuracy of +/- 6 seconds.
 TF0203
 TF0203.The orthometric height was determined by differential leveling
 TF0203.and adjusted by the National Geodetic Survey in June 1991..
 TF0203
 TF0203.The geoid height was determined by GEOID03.
 TF0203
 TF0203.The dynamic height is computed by dividing the NAVD 88
 TF0203.geopotential number by the normal gravity value computed on the
 TF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0203.degrees latitude (g = 980.6199 gals.).
 TF0203
 TF0203.The modeled gravity was interpolated from observed gravity values.
 TF0203
 TF0203;                    North         East    Units  Estimated Accuracy
 TF0203;SPC ND N     -   130,120.      634,070.      MT  (+/- 180 meters Scaled)
 TF0203
 TF0203                          SUPERSEDED SURVEY CONTROL
 TF0203
 TF0203  NGVD 29 (??/??/92)  473.982  (m)         1555.06   (f) ADJ UNCH    2 0
 TF0203
 TF0203.Superseded values are not recommended for survey control.
 TF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0203.See file dsdata.txt to determine how the superseded data were derived.
 TF0203
 TF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU225356(NAD 83)
 TF0203_MARKER: DR = REFERENCE MARK DISK
 TF0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0203_STAMPING: BALTA NORTH BASE NO 4 1946 RESET 1962
 TF0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0203+STABILITY: SURFACE MOTION
 TF0203
 TF0203  HISTORY     - Date     Condition        Report By
 TF0203  HISTORY     - 1962     MONUMENTED       CGS
 TF0203  HISTORY     - 1964     GOOD             NGS
 TF0203
 TF0203                          STATION DESCRIPTION
 TF0203
 TF0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0203'0.7 MI NW FROM BALTA.
 TF0203'ABOUT 0.25 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0203'BALTA, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 10, T
 TF0203'154 N, R 73 W, ABOUT 0.2 MILE NORTH OF THE SCHOOL BUILDING AT BALTA,
 TF0203'38 FEET EAST OF THE CENTER LINE OF THE ROAD, 74.2 FEET NORTH OF BALTA
 TF0203'NORTH BASE 1962, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 TF0203'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0203'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2009 ***********************************************************************
 TF2009  DESIGNATION -  BALTA SCHOOL BELFRY
 TF2009  PID         -  TF2009
 TF2009  STATE/COUNTY-  ND/PIERCE
 TF2009  USGS QUAD   -  BALTA (1980)
 TF2009
 TF2009                         *CURRENT SURVEY CONTROL
 TF2009  ___________________________________________________________________
 TF2009* NAD 83(1996)-  48 10 01.25731(N)    100 02 27.48478(W)     ADJUSTED  
 TF2009* NAVD 88     -                                                        
 TF2009  ___________________________________________________________________
 TF2009  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TF2009  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TF2009
 TF2009  HORZ ORDER  -  THIRD
 TF2009
 TF2009.The horizontal coordinates were established by classical geodetic methods
 TF2009.and adjusted by the National Geodetic Survey in January 1998..
 TF2009
 TF2009
 TF2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2009
 TF2009.The geoid height was determined by GEOID03.
 TF2009
 TF2009;                    North         East     Units Scale Factor Converg.
 TF2009;SPC ND N     -   129,852.009   634,142.356   MT  0.99993687   +0 20 29.7
 TF2009;SPC ND N     -   426,023.65  2,080,519.54   iFT  0.99993687   +0 20 29.7
 TF2009;UTM  14      - 5,335,387.534   422,599.899   MT  0.99967361   -0 46 32.4
 TF2009
 TF2009                          SUPERSEDED SURVEY CONTROL
 TF2009
 TF2009  NAD 83(1986)-  48 10 01.26044(N)    100 02 27.48451(W) AD(       ) 4
 TF2009  NAD 27      -  48 10 01.25000(N)    100 02 26.00000(W) AD(       ) 3
 TF2009
 TF2009.Superseded values are not recommended for survey control.
 TF2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2009.See file dsdata.txt to determine how the superseded data were derived.
 TF2009
 TF2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2260035388(NAD 83)
 TF2009_MARKER: 62 = FLAGPOLE
 TF2009
 TF2009  HISTORY     - Date     Condition        Report By
 TF2009  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2009
 TF2009                          STATION DESCRIPTION
 TF2009
 TF2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2009'THE SCHOOL BUILDING IS LOCATED IN THE NORTHWEST PART OF THE TOWN
 TF2009'OF BALTA.  IT IS ABOUT 130 FEET NORTH OF THE EAST WEST STREET
 TF2009'AND ABOUT 300 FEET EAST OF A NORTH SOUTH STREET.
 TF2009'
 TF2009'THE BUILDING IS OF WHITE WOODEN CONSTRUCTION 3 STORIES HIGH
 TF2009'AND ABOUT 44 FEET WIDE AND 32 FEET LONG.  THE BELFRY IS CENTERED
 TF2009'ON THE SOUTH SIDE OF THE BUILDING.  THE POINT INTERSECTED
 TF2009'WAS THE FLAGPOLE AT THE APEX OF THE BELFRY.
 TF2009'
 TF2009'TO REACH THE SCHOOL FROM THE POST OFFICE IN BALTA GO NORTH 1
 TF2009'BLOCK AND TURN LEFT AND GO WEST 2 BLOCKS TO THE SCHOOL ON THE
 TF2009'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2013 ***********************************************************************
 TF2013  DESIGNATION -  BALTA SOUTH BASE
 TF2013  PID         -  TF2013
 TF2013  STATE/COUNTY-  ND/PIERCE
 TF2013  USGS QUAD   -  BALTA SE (1958)
 TF2013
 TF2013                         *CURRENT SURVEY CONTROL
 TF2013  ___________________________________________________________________
 TF2013* NAD 83(1996)-  48 04 52.12669(N)    100 02 32.32776(W)     ADJUSTED  
 TF2013* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 TF2013  ___________________________________________________________________
 TF2013  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 TF2013  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 TF2013
 TF2013  HORZ ORDER  -  FIRST
 TF2013
 TF2013.The horizontal coordinates were established by classical geodetic methods
 TF2013.and adjusted by the National Geodetic Survey in January 1998..
 TF2013
 TF2013.The orthometric height was scaled from a topographic map.
 TF2013
 TF2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2013
 TF2013.The geoid height was determined by GEOID03.
 TF2013
 TF2013;                    North         East     Units Scale Factor Converg.
 TF2013;SPC ND N     -   120,304.114   634,099.049   MT  0.99993584   +0 20 26.1
 TF2013;SPC ND N     -   394,698.54  2,080,377.46   iFT  0.99993584   +0 20 26.1
 TF2013;UTM  14      - 5,325,844.801   422,370.580   MT  0.99967405   -0 46 32.2
 TF2013
 TF2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2013!SPC ND N     -   0.99992676  x   0.99993584  =   0.99986260
 TF2013!UTM  14      -   0.99992676  x   0.99967405  =   0.99960083
 TF2013
 TF2013:                Primary Azimuth Mark                     Grid Az
 TF2013:SPC ND N     -  BALTA NORTH BASE                         359 43 56.8
 TF2013:UTM  14      -  BALTA NORTH BASE                         000 50 55.1
 TF2013
 TF2013|---------------------------------------------------------------------|
 TF2013| PID    Reference Object                     Distance      Geod. Az  |
 TF2013|                                                           dddmmss.s |
 TF2013| TF0202 BALTA NORTH BASE                    APPROX. 9.8 KM 0000422.9 |
 TF2013| TF2009 BALTA SCHOOL BELFRY                 APPROX. 9.5 KM 0003601.6 |
 TF2013| TF2010 BALTA MT CARMEL CATH CH BELFRY      APPROX. 9.7 KM 0020541.7 |
 TF2013| TE2061 RUGBY MUNICIPAL TANK                APPROX.32.4 KM 0055858.5 |
 TF2013| CO7316 BALTA SOUTH BASE RM 1                23.098 METERS 02721     |
 TF2013| CO7317 BALTA SOUTH BASE RM 2                26.804 METERS 22424     |
 TF2013| CO7315 BALTA SOUTH BASE AZ MK                             3591815.5 |
 TF2013|---------------------------------------------------------------------|
 TF2013
 TF2013                          SUPERSEDED SURVEY CONTROL
 TF2013
 TF2013  NAD 83(1986)-  48 04 52.12975(N)    100 02 32.32802(W) AD(       ) 1
 TF2013  NAD 27      -  48 04 52.12100(N)    100 02 30.84800(W) AD(       ) 1
 TF2013
 TF2013.Superseded values are not recommended for survey control.
 TF2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2013.See file dsdata.txt to determine how the superseded data were derived.
 TF2013
 TF2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2237125845(NAD 83)
 TF2013_MARKER: DS = TRIANGULATION STATION DISK
 TF2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2013
 TF2013  HISTORY     - Date     Condition        Report By
 TF2013  HISTORY     - 1946     MONUMENTED       CGS
 TF2013  HISTORY     - 1956     GOOD             USGS
 TF2013  HISTORY     - 1966     GOOD             CGS
 TF2013
 TF2013                          STATION DESCRIPTION
 TF2013
 TF2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2013'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF BALTA.  IT
 TF2013'IS ON A DEFINITE DOME SHAPED HILL THAT STANDS OUT FROM THE MAIN
 TF2013'RIDGE, ABOUT 0.1 MILE SOUTH OF STATE HIGHWAY NO. 3 AND 7 FEET
 TF2013'WEST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 TF2013'DISK IS STAMPED BALTA SOUTH BASE 1946.
 TF2013'
 TF2013'REFERENCE MARK NO. 1 IS 75.78 FEET NORTH-NORTHEAST OF THE
 TF2013'STATION.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF2013'BALTA SOUTH BASE NO 1, 1946.
 TF2013'
 TF2013'REFERENCE MARK NO. 2 IS 87.94 FEET SOUTHWEST OF THE STATION.
 TF2013'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BALTA SOUTH
 TF2013'BASE NO 2 1946.
 TF2013'
 TF2013'AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 30 FEET WEST
 TF2013'OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY NO. 3 AND 3
 TF2013'FEET EAST-SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 TF2013'3 INCHES AND THE DISK IS STAMPED BALTA SOUTH BASE 1946.
 TF2013'
 TF2013'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 TF2013'HIGHWAY NO. 3 IN BALTA, GO WEST 0.2 MILE, TURN LEFT (SOUTH)
 TF2013'FOR 5.5 MILES TO THE POINT WHERE STATE HIGHWAY NO. 3 TURNS
 TF2013'EAST.  HERE CONTINUE STRAIGHT AHEAD 0.1 MILE TO TOP OF KNOLL
 TF2013'AND STATION.
 TF2013'
 TF2013'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 TF2013
 TF2013                          STATION RECOVERY (1956)
 TF2013
 TF2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TF2013'STATION AND REFERENCE MARKS 1 AND 2 OKAY.
 TF2013'
 TF2013'AZIMUTH MARK 6 MILES NORTH OF STATION IS DISTURBED.  POST
 TF2013'LEANING TO EAST APPROXIMATELY 3 INCHES.
 TF2013
 TF2013                          STATION RECOVERY (1966)
 TF2013
 TF2013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CFO)
 TF2013'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TF2013'DESCRIBED IN THE ORIGINAL DESCRIPTION AND FOUND IN GOOD
 TF2013'CONDITION.
 TF2013'
 TF2013'A ONE-HOUR SEARCH BY ONE MAN WAS MADE FOR THE AZIMUTH MARK.
 TF2013'IT WAS NOT RECOVERED.
 TF2013'
 TF2013'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION.
 TF2013'
 TF2013'A NEW TO REACH IS GIVEN BELOW--
 TF2013'
 TF2013'TO REACH FROM THE POST OFFICE IN BALTA, GO WEST ON A GRAVELED
 TF2013'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 TF2013'A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD.  CONTINUE AHEAD,
 TF2013'SOUTH, ON A GRAVELED ROAD FOR 0.8 MILE TO A FORK (JUST NORTH
 TF2013'OF A GROUP OF HILLS).  THE STATION IS ON A DOME-SHAPED HILL
 TF2013'ON THE EAST SIDE OF THE MAIN NORTH-SOUTH ROAD AND ABOUT 0.1
 TF2013'MILE SOUTH OF THE ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0765 ***********************************************************************
 SO0765  DESIGNATION -  BANG
 SO0765  PID         -  SO0765
 SO0765  STATE/COUNTY-  ND/DUNN
 SO0765  USGS QUAD   -  KILLDEER MOUNTAINS (1974)
 SO0765
 SO0765                         *CURRENT SURVEY CONTROL
 SO0765  ___________________________________________________________________
 SO0765* NAD 83(1996)-  47 29 54.71265(N)    102 59 05.36753(W)     ADJUSTED  
 SO0765* NAVD 88     -       808.21   (+/-2cm)    2651.6    (feet)  VERTCON   
 SO0765  ___________________________________________________________________
 SO0765  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 SO0765  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 SO0765
 SO0765  HORZ ORDER  -  THIRD
 SO0765  VERT ORDER  -  THIRD ? (See Below)
 SO0765
 SO0765.The horizontal coordinates were established by classical geodetic methods
 SO0765.and adjusted by the National Geodetic Survey in January 1998..
 SO0765
 SO0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0765.The vertical order pertains to the NGVD 29 superseded value.
 SO0765
 SO0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0765
 SO0765.The geoid height was determined by GEOID03.
 SO0765
 SO0765;                    North         East     Units Scale Factor Converg.
 SO0765;SPC ND S     -   206,593.364   412,809.901   MT  1.00000305   -1 48 44.6
 SO0765;SPC ND S     -   677,799.75  1,354,363.19   iFT  1.00000305   -1 48 44.6
 SO0765;UTM  13      - 5,262,534.650   651,771.338   MT  0.99988308   +1 29 09.6
 SO0765
 SO0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0765!SPC ND S     -   0.99987606  x   1.00000305  =   0.99987911
 SO0765!UTM  13      -   0.99987606  x   0.99988308  =   0.99975915
 SO0765
 SO0765:                Primary Azimuth Mark                     Grid Az
 SO0765:SPC ND S     -  QUILLIAM                                 003 44 47.1
 SO0765:UTM  13      -  QUILLIAM                                 000 26 52.9
 SO0765
 SO0765|---------------------------------------------------------------------|
 SO0765| PID    Reference Object                     Distance      Geod. Az  |
 SO0765|                                                           dddmmss.s |
 SO0765| SO0783 QUILLIAM                            APPROX. 6.8 KM 0015602.5 |
 SO0765|---------------------------------------------------------------------|
 SO0765
 SO0765                          SUPERSEDED SURVEY CONTROL
 SO0765
 SO0765  NAD 83(1986)-  47 29 54.70849(N)    102 59 05.35745(W) AD(       ) 3
 SO0765  NAD 27      -  47 29 54.66096(N)    102 59 03.68816(W) AD(       ) 3
 SO0765  NGVD 29 (07/19/86)  807.69   (m)         2649.9    (f) LEVELING    3  
 SO0765
 SO0765.Superseded values are not recommended for survey control.
 SO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0765.See file dsdata.txt to determine how the superseded data were derived.
 SO0765
 SO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5177162535(NAD 83)
 SO0765_MARKER: DD = SURVEY DISK
 SO0765_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0765_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0765
 SO0765  HISTORY     - Date     Condition        Report By
 SO0765  HISTORY     - 1957     MONUMENTED       USGS
 SO0765
 SO0765                          STATION DESCRIPTION
 SO0765
 SO0765'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0765'STATION IS LOCATED IN THE NW. 1/4 SEC. 1, T. 146 N., R. 97 W., ON THE
 SO0765'HIGHEST POINT OF A VERY PROMINENT KNOLL, THE HIGHEST IN THE VICINITY,
 SO0765'ON LAND OWNED AND OCCUPIED BY MR. T. O. BANG.  A STANDARD TABLET
 SO0765'STAMPED---BANG 1957---WELDED IN TOP OF A 3 IN. IRON PIPE AND
 SO0765'PROJECTING 1.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1573 ***********************************************************************
 SN1573  DESIGNATION -  BANK
 SN1573  PID         -  SN1573
 SN1573  STATE/COUNTY-  ND/SHERIDAN
 SN1573  USGS QUAD   -  MC CLUSKY (1980)
 SN1573
 SN1573                         *CURRENT SURVEY CONTROL
 SN1573  ___________________________________________________________________
 SN1573* NAD 83(1996)-  47 24 44.67075(N)    100 26 12.62027(W)     ADJUSTED  
 SN1573* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 SN1573  ___________________________________________________________________
 SN1573  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 SN1573  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 SN1573
 SN1573  HORZ ORDER  -  FIRST
 SN1573
 SN1573.The horizontal coordinates were established by classical geodetic methods
 SN1573.and adjusted by the National Geodetic Survey in January 1998..
 SN1573
 SN1573.The orthometric height was scaled from a topographic map.
 SN1573
 SN1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1573
 SN1573.The geoid height was determined by GEOID03.
 SN1573
 SN1573;                    North         East     Units Scale Factor Converg.
 SN1573;SPC ND N     -    45,853.916   604,766.707   MT  1.00000418   +0 02 49.2
 SN1573;SPC ND N     -   150,439.36  1,984,142.74   iFT  1.00000418   +0 02 49.2
 SN1573;SPC ND S     -   194,059.370   604,766.623   MT  0.99998672   +0 02 45.8
 SN1573;SPC ND S     -   636,677.72  1,984,142.46   iFT  0.99998672   +0 02 45.8
 SN1573;UTM  14      - 5,251,995.968   391,607.814   MT  0.99974438   -1 03 28.7
 SN1573
 SN1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1573!SPC ND N     -   0.99990488  x   1.00000418  =   0.99990906
 SN1573!SPC ND S     -   0.99990488  x   0.99998672  =   0.99989160
 SN1573!UTM  14      -   0.99990488  x   0.99974438  =   0.99964929
 SN1573
 SN1573|---------------------------------------------------------------------|
 SN1573| PID    Reference Object                     Distance      Geod. Az  |
 SN1573|                                                           dddmmss.s |
 SN1573| CO4279 BANK RM 1                            10.820 METERS 05047     |
 SN1573| SN1566 DENHOFF GRAIN CO ELEVATOR           APPROX.15.2 KM 0605731.8 |
 SN1573| CO4280 BANK RM 2                            10.272 METERS 30036     |
 SN1573| SN1576 PICKARDSVILLE FARMERS NAT ELEV      APPROX.12.6 KM 3010624.5 |
 SN1573| CO4277 BANK AZ MK                                         3524211.6 |
 SN1573| CO4278 BANK AZ MK RESET                                   3531331.9 |
 SN1573| SN1569 MCCLUSKY FARM ELEV CO W ELEV        APPROX. 8.2 KM 3543548.5 |
 SN1573| SN1570 MCCLUSKY OCCIDENT ELEVATOR          APPROX. 8.2 KM 3554844.0 |
 SN1573|---------------------------------------------------------------------|
 SN1573
 SN1573                          SUPERSEDED SURVEY CONTROL
 SN1573
 SN1573  NAD 83(1986)-  47 24 44.67706(N)    100 26 12.61468(W) AD(       ) 1
 SN1573  NAD 27      -  47 24 44.68200(N)    100 26 11.15600(W) AD(       ) 1
 SN1573
 SN1573.Superseded values are not recommended for survey control.
 SN1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1573.See file dsdata.txt to determine how the superseded data were derived.
 SN1573
 SN1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9160851996(NAD 83)
 SN1573_MARKER: DS = TRIANGULATION STATION DISK
 SN1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1573
 SN1573  HISTORY     - Date     Condition        Report By
 SN1573  HISTORY     - 1941     MONUMENTED       CGS
 SN1573  HISTORY     - 1958     GOOD             CGS
 SN1573
 SN1573                          STATION DESCRIPTION
 SN1573
 SN1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1573'STATION IS LOCATED ABOUT 4.8 MILES S OF MC CLUSKY, ON A
 SN1573'PROMINENT GRASSY HILL IN THE NW 1/4 SEC. 1, T. 145 N, R. 77
 SN1573'W, AND ON PROPERTY LEASED BY LUDWIG B. BRAUNBERGER.  IT IS
 SN1573'ON THE HIGHEST POINT OF THE HILL WHICH IS 0.15 MILE E OF
 SN1573'A N-S ROAD.  THE MARK IS 10.5 FEET S OF A WHITE REFERENCE
 SN1573'POST.  IT IS STAMPED BANK 1941 AND PROJECTS 6 INCHES.
 SN1573'
 SN1573'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1573'BRONZE DISKS SET IN CONCRETE.
 SN1573'
 SN1573'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 SN1573'STAMPED BANK NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SN1573'
 SN1573'REFERENCE MARK NO. 2 IS LEVEL WITH THE STATION, STAMPED BANK
 SN1573'NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 SN1573'
 SN1573'THE AZIMUTH MARK IS 31 FEET E OF THE CENTER LINE OF THE ROAD
 SN1573'TO THE STATION, 1 FOOT W OF THE RIGHT-OF-WAY FENCE AND 3 FEET
 SN1573'S OF A WHITE REFERENCE POST.  IT IS STAMPED BANK 1941 AND
 SN1573'PROJECTS ABOUT 6 INCHES.
 SN1573'
 SN1573'TO REACH FROM MC CLUSKY, GO E FROM MOORES HOTEL FOR 3 BLOCKS
 SN1573'AND TURN RIGHT, S, KEEP STRAIGHT S FOR 4.3 MILES TO THE AZIMUTH
 SN1573'MARK ON THE E SIDE OF THE ROAD AT THE TOP OF A SMALL RISE,
 SN1573'CONTINUE S FOR 0.5 MILE TO A CROSS ROAD AND TURN SE ACROSS
 SN1573'A FIELD, GO 0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 SN1573'
 SN1573'4-FOOT SIGNALS AT THOM, NEFF, MERTZ AND VIETZ AND 64-FOOT
 SN1573'SIGNALS AT COOMBS AND MC CLUSKY ARE VISIBLE FROM THE GROUND.
 SN1573
 SN1573                          STATION RECOVERY (1958)
 SN1573
 SN1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1573'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 SN1573'AZIMUTH MARK, WERE FOUND IN GOOD CONDITION.  THE LAND IS NOW
 SN1573'UNDER CULTIVATION AT THE STATION SITE.  THE AZIMUTH MARK WAS
 SN1573'FOUND LYING ON TOP OF THE GROUND.  THIS MARK WAS RESET AND ITS
 SN1573'DIRECTION DETERMINED FROM THE WATER TANK AT MC CLUSKY.
 SN1573'
 SN1573'TO REACH THE STATION FROM MC CLUSKY (FROM THE MOORE HOTEL),
 SN1573'GO E FOR 3 BLOCKS, TURN RIGHT AND GO S FOR 4.45 MI. TO THE
 SN1573'AZIMUTH MARK ON THE LEFT (1 FT. E OF A FENCE LINE), CONTINUE
 SN1573'S FOR 0.35 MI. WHERE THE MAIN ROAD TURNS LEFT, CONTINUE S
 SN1573'FOR 0.1 MI. THEN BEAR LEFT AND GO SE FOR 0.15 MI. TO THE TOP
 SN1573'OF A KNOLL AND THE STATION.
 SN1573'
 SN1573'THE AZIMUTH MARK IS 52 FT. E OF THE CENTERLINE OF THE ROAD
 SN1573'AND 1 FT. E OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 IN.
 SN1573'AND THE DISK IS STAMPED BANK 1941 RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0902 ***********************************************************************
 RR0902  DESIGNATION -  BANK
 RR0902  PID         -  RR0902
 RR0902  STATE/COUNTY-  ND/MORTON
 RR0902  USGS QUAD   -  ALMONT EAST (1980)
 RR0902
 RR0902                         *CURRENT SURVEY CONTROL
 RR0902  ___________________________________________________________________
 RR0902* NAD 83(1996)-  46 44 27.46215(N)    101 22 59.54815(W)     ADJUSTED  
 RR0902* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 RR0902  ___________________________________________________________________
 RR0902  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 RR0902  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 RR0902
 RR0902  HORZ ORDER  -  THIRD
 RR0902
 RR0902.The horizontal coordinates were established by classical geodetic methods
 RR0902.and adjusted by the National Geodetic Survey in January 1998..
 RR0902
 RR0902.The orthometric height was scaled from a topographic map.
 RR0902
 RR0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0902
 RR0902.The geoid height was determined by GEOID03.
 RR0902
 RR0902;                    North         East     Units Scale Factor Converg.
 RR0902;SPC ND S     -   119,794.256   532,508.447   MT  0.99993718   -0 38 39.1
 RR0902;SPC ND S     -   393,025.77  1,747,074.96   iFT  0.99993718   -0 38 39.1
 RR0902;UTM  14      - 5,179,136.962   317,944.561   MT  1.00000740   -1 44 09.9
 RR0902
 RR0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0902!SPC ND S     -   0.99989510  x   0.99993718  =   0.99983228
 RR0902!UTM  14      -   0.99989510  x   1.00000740  =   0.99990250
 RR0902
 RR0902:                Primary Azimuth Mark                     Grid Az
 RR0902:SPC ND S     -  HOOK                                     238 18 11.3
 RR0902:UTM  14      -  HOOK                                     239 23 42.1
 RR0902
 RR0902|---------------------------------------------------------------------|
 RR0902| PID    Reference Object                     Distance      Geod. Az  |
 RR0902|                                                           dddmmss.s |
 RR0902| RR0903 HOOK                                APPROX. 1.9 KM 2373932.2 |
 RR0902|---------------------------------------------------------------------|
 RR0902
 RR0902                          SUPERSEDED SURVEY CONTROL
 RR0902
 RR0902  NAD 83(1986)-  46 44 27.45551(N)    101 22 59.53605(W) AD(       ) 3
 RR0902  NAD 27      -  46 44 27.45770(N)    101 22 58.01789(W) AD(       ) 3
 RR0902
 RR0902.Superseded values are not recommended for survey control.
 RR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0902.See file dsdata.txt to determine how the superseded data were derived.
 RR0902
 RR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1794579137(NAD 83)
 RR0902
 RR0902  HISTORY     - Date     Condition        Report By
 RR0902  HISTORY     - UNK      MONUMENTED
 RR0902  HISTORY     - 1959     SEE DESCRIPTION  USGS
 RR0902
 RR0902                          STATION DESCRIPTION
 RR0902
 RR0902'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (WGJ)
 RR0902'STATION REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0276 ***********************************************************************
 RR0276  CBN         -  This is a Cooperative Base Network Control Station.
 RR0276  PACS        -  This is a Primary Airport Control Station.
 RR0276  DESIGNATION -  BAP
 RR0276  PID         -  RR0276
 RR0276  STATE/COUNTY-  ND/BURLEIGH
 RR0276  USGS QUAD   -  BISMARCK (1976)
 RR0276
 RR0276                         *CURRENT SURVEY CONTROL
 RR0276  ___________________________________________________________________
 RR0276* NAD 83(1996)-  46 46 55.75925(N)    100 45 44.60676(W)     ADJUSTED  
 RR0276* NAVD 88     -       503.128  (meters)    1650.68   (feet)  ADJUSTED  
 RR0276  ___________________________________________________________________
 RR0276  X           -    -817,102.444 (meters)                     COMP
 RR0276  Y           -  -4,298,729.276 (meters)                     COMP
 RR0276  Z           -   4,625,565.839 (meters)                     COMP
 RR0276  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 RR0276  ELLIP HEIGHT-         481.62  (meters)          (04/10/03) GPS OBS
 RR0276  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0276  DYNAMIC HT  -         503.135 (meters)    1650.70  (feet)  COMP
 RR0276  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0276
 RR0276  HORZ ORDER  -  B
 RR0276  VERT ORDER  -  FIRST     CLASS II
 RR0276  ELLP ORDER  -  FOURTH    CLASS I
 RR0276
 RR0276.This mark is at Bismarck Airport (BIS)
 RR0276
 RR0276.The horizontal coordinates were established by GPS observations
 RR0276.and adjusted by the National Geodetic Survey in August 1997..
 RR0276
 RR0276.The orthometric height was determined by differential leveling
 RR0276.and adjusted by the National Geodetic Survey in June 1991..
 RR0276
 RR0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0276
 RR0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0276
 RR0276.The ellipsoidal height was determined by GPS observations
 RR0276.and is referenced to NAD 83.
 RR0276
 RR0276.The geoid height was determined by GEOID03.
 RR0276
 RR0276.The dynamic height is computed by dividing the NAVD 88
 RR0276.geopotential number by the normal gravity value computed on the
 RR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0276.degrees latitude (g = 980.6199 gals.).
 RR0276
 RR0276.The modeled gravity was interpolated from observed gravity values.
 RR0276
 RR0276;                    North         East     Units Scale Factor Converg.
 RR0276;SPC ND S     -   124,027.349   579,963.955   MT  0.99993627   -0 11 29.0
 RR0276;SPC ND S     -   406,913.87  1,902,768.88   iFT  0.99993627   -0 11 29.0
 RR0276;UTM  14      - 5,182,464.332   365,470.903   MT  0.99982245   -1 17 04.4
 RR0276
 RR0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0276!SPC ND S     -   0.99992451  x   0.99993627  =   0.99986078
 RR0276!UTM  14      -   0.99992451  x   0.99982245  =   0.99974697
 RR0276
 RR0276|---------------------------------------------------------------------|
 RR0276| PID    Reference Object                     Distance      Geod. Az  |
 RR0276|                                                           dddmmss.s |
 RR0276| AC7092 BIS AP STA A                        170.251 METERS 00351     |
 RR0276| RR0839 RADIO RANGE TWR 230 RK C OF 5       APPROX. 4.5 KM 0941342.3 |
 RR0276| RR0279 BAP RM 1                             26.652 METERS 14602     |
 RR0276| RR0877 BISMARCK AIRPORT BEACON              81.589 METERS 18555     |
 RR0276| RR0281 BAP AZ MK                                          2491558.3 |
 RR0276| RR0280 BAP RM 2                             33.897 METERS 25307     |
 RR0276| RR0868 BISMARCK RADIO STA KGCU MAST        APPROX. 6.4 KM 2985500.1 |
 RR0276| RR0871 BISMARCK MUNICIPAL TANK             APPROX. 4.4 KM 3281208.5 |
 RR0276| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX. 4.6 KM 3413630.1 |
 RR0276|---------------------------------------------------------------------|
 RR0276
 RR0276                          SUPERSEDED SURVEY CONTROL
 RR0276
 RR0276  ELLIP H (08/29/97)  481.67   (m)                       GP(       ) 3 2
 RR0276  NAD 83(1986)-  46 46 55.75126(N)    100 45 44.58690(W) AD(       ) 1
 RR0276  NAD 27      -  46 46 55.77200(N)    100 45 43.13300(W) AD(       ) 1
 RR0276  NAVD 88 (08/29/97)  503.13   (m)         1650.7    (f) LEVELING    3  
 RR0276  NGVD 29 (??/??/92)  502.715  (m)         1649.32   (f) ADJ UNCH    1 2
 RR0276
 RR0276.Superseded values are not recommended for survey control.
 RR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0276.See file dsdata.txt to determine how the superseded data were derived.
 RR0276
 RR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6547182464(NAD 83)
 RR0276_MARKER: DS = TRIANGULATION STATION DISK
 RR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0276_SP_SET: CONCRETE POST
 RR0276_STAMPING: BAP 1945
 RR0276_MARK LOGO: CGS   
 RR0276_PROJECTION: RECESSED 5 CENTIMETERS
 RR0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0276+STABILITY: SURFACE MOTION
 RR0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0276+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 RR0276
 RR0276  HISTORY     - Date     Condition        Report By
 RR0276  HISTORY     - 1945     MONUMENTED       CGS
 RR0276  HISTORY     - 1956     GOOD             CGS
 RR0276  HISTORY     - 1962     GOOD             NGS
 RR0276  HISTORY     - 1965     GOOD             CGS
 RR0276  HISTORY     - 1968     GOOD             CGS
 RR0276  HISTORY     - 1968     GOOD             NGS
 RR0276  HISTORY     - 1975     GOOD             NGS
 RR0276  HISTORY     - 1976     GOOD             LOCENG
 RR0276  HISTORY     - 1980     GOOD             NGS
 RR0276  HISTORY     - 1982     GOOD             NGS
 RR0276  HISTORY     - 19850523 GOOD             NGS
 RR0276  HISTORY     - 19850729 GOOD             NGS
 RR0276  HISTORY     - 19940718 GOOD             NDHD
 RR0276  HISTORY     - 19960729 GOOD             NGS
 RR0276
 RR0276                          STATION DESCRIPTION
 RR0276
 RR0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0276'STATION IS LOCATED ON THE GROUNDS OF THE BISMARCK AIRPORT
 RR0276'WHICH IS ABOUT 3 MILES SE OF THE CITY OF BISMARCK.  IT IS
 RR0276'79 FEET N OF THE NW CORNER OF THE BISMARCK AIRPORT ADMINISTRATION
 RR0276'BUILDING, 51 FEET W OF THE W EDGE OF THE AIRPORT TAXIWAY, 14
 RR0276'FEET E OF A N-S FENCE LINE, AND 1.4 FEET S OF AN E-W FENCE
 RR0276'LINE.
 RR0276'
 RR0276'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 RR0276'IN TOP OF CONCRETE POSTS.  SURFACE MARK IS FLUSH WITH THE
 RR0276'GROUND AND THE DISK IS STAMPED B A P 1945.
 RR0276'
 RR0276'REFERENCE MARK 1 IS 87.44 FEET SE OF THE STATION, 30 FEET
 RR0276'NE OF THE NE CORNER OF THE ADMINISTRATION BUILDING, AND 6 INCHES
 RR0276'W OF A GUARD FENCE OF THE AIRPORT.  THE DISK IS SET IN A
 RR0276'DRILLED HOLE IN A CONCRETE SIDEWALK AND IS STAMPED B A P
 RR0276'NO 1 1945.
 RR0276'
 RR0276'REFERENCE MARK 2 IS 111.15 FEET WSW OF THE STATION, 103 FEET
 RR0276'NW OF THE NW CORNER OF THE ADMINISTRATION BUILDING, 55 FEET
 RR0276'E OF THE APPROXIMATE CENTER LINE OF A MACADAM ROAD, AND 3 FEET
 RR0276'N OF RADIO POLE NO. 17701 N W A.  IT IS A BRONZE REFERENCE
 RR0276'DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 1 INCH
 RR0276'AND THE DISK IS STAMPED B A P NO 2 1945.
 RR0276'
 RR0276'THE AZIMUTH MARK IS 0.4 MILE WSW OF THE STATION, 47 FEET S
 RR0276'OF THE APPROXIMATE CENTER LINE OF A GRADED ROAD, 2 FEET E
 RR0276'OF A WOODEN WITNESS POST, AND 1-1/2 FEET N OF AN E-W FENCE
 RR0276'LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 RR0276'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RR0276'B A P 1945.
 RR0276'
 RR0276'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 RR0276'AND 10 IN THE CITY OF BISMARCK, GO E ON U.S. HIGHWAY 83 AND
 RR0276'10 FOR 1.0 MILES TO A MACADAM ROAD RIGHT AND A SIGN WHICH
 RR0276'READS BISMARCK AIR PORT.  TURN RIGHT AND GO 1.6 MILES TO THE
 RR0276'AIRPORT ON THE LEFT AS DESCRIBED.
 RR0276'
 RR0276'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON MACADAM
 RR0276'ROAD FOR 0.2 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 0.3
 RR0276'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RR0276'
 RR0276'OBSERVATIONS MADE FROM A 50-FOOT STEEL TOWER.
 RR0276'
 RR0276'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 RR0276
 RR0276                          STATION RECOVERY (1956)
 RR0276
 RR0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0276'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0276'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0276
 RR0276                          STATION RECOVERY (1962)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 RR0276'IN BISMARCK.
 RR0276'0.9 MILES SOUTH OF BENCH MARK C 381 AT BISMARCK MUNICIPAL AIRPORT, AT
 RR0276'THE ADMINISTRATION BUILDING, 65 FEET NORTH-NORTHEAST OF THE NORTHWEST
 RR0276'CORNER OF THE BUILDING, 63 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 RR0276'THE BUILDING, 10.7 FEET EAST OF A CYCLONE FENCE, ABOUT LEVEL WITH
 RR0276'PARKING LOT, SET IN TOP OF CONCRETE POST LEVEL WITH THE GROUND. NOTE--
 RR0276'MARK IS 14.5 FEET W OF THE W EDGE OF A SIDEWALK, 12 FEET SW OF THE NW
 RR0276'LEG OF AN INSTRUMENT SHELTER.
 RR0276
 RR0276                          STATION RECOVERY (1965)
 RR0276
 RR0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 RR0276'THE STATION, R.M. 1, AND THE AZIMUTH MARK WERE RECOVERED IN
 RR0276'GOOD CONDITION.  R.M. 2 HAS BEEN DESTROYED, HOWEVER THE CONCRETE
 RR0276'POST IT WAS SET IN REMAINS.  THE AZIMUTH MARK IS NO LONGER
 RR0276'VISIBLE FROM THE STATION DUE TO GROWTH OF A STAND OF TREES.
 RR0276'
 RR0276'A NEW DESCRIPTION IS AS FOLLOWS--
 RR0276'
 RR0276'AT THE BISMARCK AIRPORT, 2 MILES SOUTH OF THE CITY OF BISMARCK,
 RR0276'64 FT NORTHEAST OF THE NORTHWEST CORNER OF THE OLD TERMINAL
 RR0276'BUILDING, 50.5 FT WEST OF THE WEST EDGE OF THE TERMINAL APRON,
 RR0276'10.7 FT EAST OF A NORTH-SOUTH FENCE LINE, AND 10.0 FT
 RR0276'WEST-SOUTHWEST OF THE SOUTHWEST LEG OF THE ESSA THERMOMETER
 RR0276'STAND.
 RR0276'
 RR0276'MARK IS A STANDARD BRASS DISK STAMPED BAP 1945.
 RR0276'
 RR0276'REFERENCE MARK 1 IS NO LONGER VISIBLE FROM THE STATION DUE
 RR0276'TO AN ADDITION TO THE TERMINAL BUILDING.  R.M. 1 IS 87.44 FT
 RR0276'SOUTHEAST OF THE STATION, 77.5 FT WEST OF THE CENTER OF A METAL
 RR0276'COVER FOR FUELING HOSES ON THE APRON, 35.3 FT SOUTH OF THE CL
 RR0276'OF A DRIVE LEADING TO THE APRON ALONG THE NORTH SIDE OF THE
 RR0276'TERMINAL BUILDING, AND, 7.7 FT EAST OF THE WEST SIDE OF THE
 RR0276'BUILDING, MARK IS SET IN A CONCRETE SIDEWALK STAMPED BAP NO 1
 RR0276'1945.
 RR0276'
 RR0276'THE AZIMUTH MARK IS 0.4 MILE WEST-SOUTHWEST OF THE STATION,
 RR0276'47 FT SOUTH OF THE CL OF A GRADED ROAD, 2 FT EAST OF A WOODEN
 RR0276'WITNESS POST, AND 1-1/2 FT NORTH OF AN EAST-WEST FENCE LINE.
 RR0276'MARK IS A BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 RR0276'POST.  THE MARK PROJECTS 3 INCHES AND IS STAMPED BAP 1945.
 RR0276'
 RR0276'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 RR0276'10 AND 83 IN BISMARCK GO EAST ON HIGHWAYS 10 AND 83 FOR 1.0 MILE
 RR0276'TO A PAVED ROAD RIGHT AND A SIGN WHICH READS IN PART AIRPORT.
 RR0276'TURN RIGHT AND PROCEED 1.6 MILES TO THE OLD TERMINAL BUILDING
 RR0276'AND THE STATION ON THE LEFT AS DESCRIBED.
 RR0276'
 RR0276'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ALONG THE
 RR0276'PAVED ROAD FOR 0.2 MILE TO A T-ROAD RIGHT, TURN RIGHT AND PROCEED
 RR0276'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RR0276'
 RR0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RR0276'SOUTH OF BISMARCK
 RR0276
 RR0276                          STATION RECOVERY (1968)
 RR0276
 RR0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RR0276'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RR0276'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED BUT THE LINE
 RR0276'OF SIGHT WAS OBSTRUCTED BY A BUILDING WHICH WAS ATTACHED ON
 RR0276'THE EAST SIDE OF THE OLD TERMINAL BUILDING.  REFERENCE MARK
 RR0276'NO. 2 WAS FOUND DESTROYED AND THE TOP OF THE OLD CONCRETE POST
 RR0276'WAS BROKEN OFF.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED
 RR0276'BUT CLEARING IS REQUIRED TO MAKE TO MARK VISIBLE FROM THE
 RR0276'STATION.  THE TO REACH THE STATION WAS ADEQUATE FOR RECOVERY.
 RR0276'
 RR0276'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 RR0276'
 RR0276'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 RR0276'
 RR0276'STATION MARK, A STANDARD DISK STAMPED BAP 1945, IS SET IN THE
 RR0276'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 RR0276'OF THE GROUND.  IT IS 65 FEET NORTH-NORTHEAST OF THE NORTHWEST
 RR0276'CORNER OF THE OLD TERMINAL BUILDING, 14.5 FEET WEST OF THE
 RR0276'WEST EDGE OF A SIDEWALK, 12 FEET SOUTHWEST OF THE NORTHWEST
 RR0276'LEG OF AN INSTRUMENT SHELTER, AND 10.5 FEET EAST OF A
 RR0276'NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 RR0276'
 RR0276'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BAP 1945 NO. 3
 RR0276'1968, IS CEMENTED IN A DRILL HOLE IN THE OLD LOADING RAMP.
 RR0276'IT IS 5.5 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING
 RR0276'WHICH WAS ATTACHED TO THE OLD TERMINAL BUILDING, AND 0.5 FEET
 RR0276'SOUTH OF THE NORTH EDGE OF THE OLD LOADING RAMP.
 RR0276'
 RR0276'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BAP 1945 NO. 4
 RR0276'1968, IS CEMENTED IN A DRILL HOLE IN A CURB.  IT IS 5 FEET
 RR0276'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE OLD TERMINAL
 RR0276'BUILDING, AND 4 FEET WEST OF A FENCE.
 RR0276'
 RR0276'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 RR0276'
 RR0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 RR0276'MILES SOUTHEAST OF BISMARCK.
 RR0276
 RR0276                          STATION RECOVERY (1968)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RR0276'RECOVERED IN GOOD CONDITION.
 RR0276
 RR0276                          STATION RECOVERY (1975)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RR0276'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 RR0276'EW FENCE LINE NO LONGER EXISTS.
 RR0276'
 RR0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISMARCK
 RR0276'MUNICIPAL AIRPORT.
 RR0276
 RR0276                          STATION RECOVERY (1976)
 RR0276
 RR0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RH)
 RR0276'ALL MARKS W/IN 50 FT OF EACH OTHER.
 RR0276'
 RR0276'BAP 1 1945 WILL BE DESTROYED DURING CONSTRUCTION W/1 YR.
 RR0276'
 RR0276'BAP 3 - 1968 WILL BE DESTROYED DURING CONSTRUCTION W/A FEW DAYS.
 RR0276'
 RR0276'BAP 4 - 1945 WILL BE DESTROYED BY CONSTRUCTION W/IN ONE YEAR.
 RR0276'
 RR0276'RAY HEINSMEYER REPORT IMPENDING DESTRUCTION BY TELEPHONE 9/10/76.
 RR0276'
 RR0276'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISMARCK AIRPORT.
 RR0276
 RR0276                          STATION RECOVERY (1980)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (GS)
 RR0276'THE TO REACH IS CORRECT.  THE AIRPORT ADMINISTRATION BUILDING HAS
 RR0276'BEEN TORN DOWN.  NEW TIES TO THE STATION FOLLOWS.
 RR0276'
 RR0276'THE STATION IS ABOUT 350 FEET NORTH OF A WOOD FRAME HANGAR.  172.1
 RR0276'FEET SOUTH OF A FENCE CORNER.  41.4 FEET WEST OF THE WEST EDGE OF
 RR0276'A TAXIWAY.  36.5 FEET NORTHEAST OF A GATE POST.  11.0 FEET EAST OF
 RR0276'THE FENCE AND 1 FOOT NORTH OF A WITNESS POST.
 RR0276'
 RR0276'RMS 1, 3 AND 4 WERE SEARCHED FOR BUT NOT RECOVERED.  THE AZIMUTH
 RR0276'MARK WAS NOT SEARCHED FOR.
 RR0276'
 RR0276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 RR0276'SOUTHEAST OF BISMARCK.
 RR0276
 RR0276                          STATION RECOVERY (1982)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0276'IN BISMARCK, AT THE BISMARCK MUNICIPAL AIRPORT, 0.3 KM (0.2 MI) NORTH
 RR0276'OF THE AIRPORT TERMINAL AND CONTROL TOWER BUILDING, 14.6 M (47.9 FT)
 RR0276'NNE OF THE CENTER OF A RUNWAY ENTRANCE ROAD AND METAL GATE, 10.1 M
 RR0276'(33.1 FT) SE OF A LIGHT POST. AND 4.2 M (13.8 FT) E OF A CHAIN LINK
 RR0276'FENCE.
 RR0276
 RR0276                          STATION RECOVERY (1985)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0276'AT THE BISMARK AIRPORT, WHICH IS LOCATED ON THE SOUTH EDGE OF BISMARK.
 RR0276'THE ADMINISTRATION BUILDING AT THE BISMARK AIRPORT, GO NORTH ON
 RR0276'SERVICE ROAD, PASSING CAPITOL AVIATION BUILDING, FOR 0.2 MILE
 RR0276'(0.3 KM) TO THE STATION ON THE RIGHT, 59.7 FEET (18.2 M) NORTHWEST OF
 RR0276'THE NORTHWEST CORNER OF A CONCRETE PAD, 45.3 FEET (13.8 M)
 RR0276'NORTH-NORTHEAST OF THE CENTER OF AIRPORT GATE 3, 41.3 FEET (12.6 M)
 RR0276'WEST OF THE WEST EDGE OF ASPHALT PARKING AREA, 10.8 FEET (3.3 M) EAST
 RR0276'OF A CHAIN LINK FENCE, 1.0 FOOT (0.3 M) EAST OF A METAL WITNESS POST,
 RR0276'RECESSED 2 INCHES BELOW THE GROUND.
 RR0276
 RR0276                          STATION RECOVERY (1985)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RR0276'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 3
 RR0276'AND 4 HAVE BEEN DESTROYED AND LINE OF SIGHT TO THE AZIMUTH MARK IS
 RR0276'BLOCKED.  THEREFORE REFERENCE MARKS 5, 6 AND AZIMUTH MARK 2 WAS
 RR0276'ESTABLISHED.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RR0276' 
 RR0276'THE STATION IS LOCATED AT THE BISMARK AIRPORT, WHICH IS LOCATED ON THE
 RR0276'SOUTH EDGE OF BISMARK. TO REACH THE STATION FROM THE ADMINISTRATION
 RR0276'BUILDING AT THE BISMARK AIRPORT, GO NORTH ON SERVICE ROAD, PASSING
 RR0276'CAPITOL AVIATION BUILDING, FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 RR0276'RIGHT.
 RR0276' 
 RR0276'THE STATION IS A STANDARD CGS DISK STAMPED--BAP 1945--, SET INTO THE
 RR0276'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 RR0276'RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 59.7 FEET,
 RR0276'18.2 METERS NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE PAD.
 RR0276'45.3 FEET, 13.8 METERS NORTH NORTHEAST FROM THE CENTER OF AIRPORT
 RR0276'GATE 3.  41.3 FEET, 12.6 METERS WEST FROM THE WEST EDGE OF ASPHALT
 RR0276'PARKING AREA. 10.8 FEET, 3.3 METER EAST FROM A CHAIN LINK FENCE.
 RR0276'1.0 FOOT, 0.3 METER EAST FROM A METAL WITNESS POST.
 RR0276' 
 RR0276'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--BAP 1945 NO 5
 RR0276'1985--, CEMENTED INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 RR0276'0.9 METER (3.0 FT) SQUARE PAD WHICH IS THE BASE FOR A TAXIWAY LIGHT.
 RR0276'THE LIGHT IS NEAR THE SOUTH END OF A ROW OF LIGHTS AND ABOUT 1 METER
 RR0276'(3.3 FT) WEST OF THE MAIN ROW. LOCATED 20.7 METERS (67.9 FT) NORTHEAST
 RR0276'FROM THE CORNER OF A CHAIN LINK FENCE.  13.4 METERS (44.0 FT) EAST
 RR0276'FROM A CHAIN LINK FENCE.  2.9 METERS (9.5 FT) WEST EDGE OF ASPHALT
 RR0276'PARKING AREA.
 RR0276' 
 RR0276'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--BAP 1945 NO 6
 RR0276'1986--, CEMENTED INTO A DRILL HOLE IN A CONCRETE PARKING PAD.  LOCATED
 RR0276'18.7 METERS (61.4 FT) EAST FROM THE CENTER OF AIRPORT GATE 3.  4.3
 RR0276'METERS (14.1 FT) SOUTH FROM THE NORTHWEST CORNER OF THE CONCRETE PAD.
 RR0276'0.35 METER (1.15 FT) EAST FROM THE WEST EDGE OF THE CONCRETE PAD.
 RR0276' 
 RR0276'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--BAP 1945 NO 2
 RR0276'1985--, SET INTO DRILL HOLE IN THE NORTHEAST CORNER OF A 75 CM
 RR0276'(30 INCH) SQUARE CONCRETE FOOTING WHICH SUPPORTS A METAL STREET LIGHT
 RR0276'POLE, LOCATED ALONG THE NORTH SIDE OF THE AIRPORT EXPRESSWAY AND THE
 RR0276'SOUTH SIDE OF BASIN AVENUE.  LOCATED 34.5 METERS (113.2 FT) EAST FROM
 RR0276'THE CENTER OF PIPER ST.  5.4 METERS (17.7 FT) SOUTH FROM THE CENTER OF
 RR0276'BASIN AVENUE.  0.3 METER (1.0 FT) NORTHEAST FROM THE METAL STREET
 RR0276'LIGHT POLE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 RR0276'NORTHWEST AND WEST ON AIRPORT EXPRESSWAY FOR 0.5 KM (0.30 MI) TO THE
 RR0276'MARK ON THE RIGHT.
 RR0276
 RR0276                          STATION RECOVERY (1994)
 RR0276
 RR0276'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 RR0276'RECOVERED AS DESCRIBED.
 RR0276
 RR0276                          STATION RECOVERY (1996)
 RR0276
 RR0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RR0276'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ON THE SOUTH
 RR0276'EDGE OF BISMARCK AT THE BISMARCK MUNICIPAL AIRPORT, BETWEEN THE
 RR0276'PERIMETER FENCE AND A TAXI LEADING TO RUNWAY END 13, ABOUT 100 M
 RR0276'(328.1 FT) SOUTH OF THE RUNWAY END AND JUST NORTH OF CAPITAL AVIATION.
 RR0276'OWNERSHIP -- CITY OF BISMARCK, BISMARCK MUNICIPAL AIRPORT, P.O. BOX
 RR0276'991, BISMARCK, ND 58502-0991.  AIRPORT MANAGER IS GREG HAUG,
 RR0276'OPERATIONS MANAGER IS TIMOTHY J. THORSEN, PHONE 701-222-6502. CONTACT
 RR0276'ONE OF THEM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.
 RR0276'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 RR0276'AND BISMARCK EXPRESSWAY (EXIT 161), GO SOUTH, SOUTHWEST, THEN WEST ON
 RR0276'BISMARCK EXPRESSWAY FOR 5.79 KM (3.60 MI) TO A PAVED CROSSROAD
 RR0276'(AIRPORT ROAD).  TURN LEFT, SOUTH, ON AIRPORT ROAD FOR 1.28 KM (0.80
 RR0276'MI) TO THE T-JUNCTION OF UNIVERSITY DRIVE.  TURN LEFT, EAST, THEN
 RR0276'SOUTH, ON UNIVERSITY DRIVE FOR 0.56 KM (0.35 MI) TO A PAVED ROAD LEFT
 RR0276'AT THE BEACON.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI) TO THE
 RR0276'ADMINISTRATION BUILDING.  TURN LEFT, NORTH, FOR 0.08 KM (0.05 MI)
 RR0276'PASSING THE BUILDING TO A LOCKED GATE (GATE 20) ON THE RIGHT.  TURN
 RR0276'RIGHT, EAST, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE
 RR0276'APRON.  TURN LEFT, NORTH, ON THE APRON AND ALONG A TAXI FOR 0.21 KM
 RR0276'(0.15 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 RR0276'OF A 35 CM SQUARE CONCRETE POST RECESSED 8 CM.  IT IS 53.7 M (176.2
 RR0276'FT) SOUTH-SOUTHEAST OF THE CENTER OF A SIGN (A1 13), 42.2 M (138.5 FT)
 RR0276'NORTH-NORTHEAST OF THE CENTER OF A LOCKED GATE IN THE PERIMETER FENCE,
 RR0276'32.7 M (107.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A TAXI, 14.1 M
 RR0276'(46.3 FT) SOUTHEAST OF A CORNER IN THE FENCE, 8.7 M (28.5 FT) EAST OF
 RR0276'THE FENCE, AND 0.3 M (1.0 FT) EAST OF A STEEL WITNESS POST.  DESCRIBED
 RR0276'BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0281 ***********************************************************************
 RR0281  DESIGNATION -  BAP AZ MK
 RR0281  PID         -  RR0281
 RR0281  STATE/COUNTY-  ND/BURLEIGH
 RR0281  USGS QUAD   -  BISMARCK (1976)
 RR0281
 RR0281                         *CURRENT SURVEY CONTROL
 RR0281  ___________________________________________________________________
 RR0281* NAD 83(1986)-  46 47 01.     (N)    100 46 16.     (W)     SCALED    
 RR0281* NAVD 88     -       505.392  (meters)    1658.11   (feet)  POSTED    
 RR0281  ___________________________________________________________________
 RR0281  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0281  DYNAMIC HT  -         505.400 (meters)    1658.13  (feet)  COMP
 RR0281  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 RR0281
 RR0281  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RR0281
 RR0281.This mark is at Bismarck Airport (BIS)
 RR0281
 RR0281.The horizontal coordinates were scaled from a topographic map and have
 RR0281.an estimated accuracy of +/- 6 seconds.
 RR0281
 RR0281.The orthometric height was determined by differential leveling
 RR0281.and adjusted by the National Geodetic Survey in 1992..
 RR0281.No vertical observational check was made to the station.
 RR0281.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RR0281.was located on a no-check spur therefore a value was not computed.
 RR0281
 RR0281.The geoid height was determined by GEOID03.
 RR0281
 RR0281.The dynamic height is computed by dividing the NAVD 88
 RR0281.geopotential number by the normal gravity value computed on the
 RR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0281.degrees latitude (g = 980.6199 gals.).
 RR0281
 RR0281.The modeled gravity was interpolated from observed gravity values.
 RR0281
 RR0281;                    North         East    Units  Estimated Accuracy
 RR0281;SPC ND S     -   124,190.      579,300.      MT  (+/- 180 meters Scaled)
 RR0281
 RR0281                          SUPERSEDED SURVEY CONTROL
 RR0281
 RR0281  NGVD 29 (??/??/92)  504.98   (m)         1656.8    (f) COMPUTED    1 2
 RR0281
 RR0281.Superseded values are not recommended for survey control.
 RR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0281.See file dsdata.txt to determine how the superseded data were derived.
 RR0281
 RR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS648826(NAD 83)
 RR0281_MARKER: DZ = AZIMUTH MARK DISK
 RR0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0281_STAMPING: BAP 1945
 RR0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0281+STABILITY: SURFACE MOTION
 RR0281
 RR0281  HISTORY     - Date     Condition        Report By
 RR0281  HISTORY     - 1945     MONUMENTED       CGS
 RR0281  HISTORY     - 1968     GOOD             NGS
 RR0281  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0281
 RR0281                          STATION DESCRIPTION
 RR0281
 RR0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0281'3.0 MI S FROM BISMARCK.
 RR0281'TO REACH FROM THE COURT HOUSE AT BISMARCK GO SOUTH 2 BLOCKS, THENCE
 RR0281'EAST 1.0 MILE ALONG MAIN STREET, THENCE SOUTH 1.7 MILES ALONG A PAVED
 RR0281'ROAD, THENCE WEST 0.3 MILE ALONG A GRADED DIRT ROAD TO SITE OF MARK,
 RR0281'BENCH MARK IS ABOUT 0.35 MILE WEST OF THE BISMARK AIRPORT HANGAR, 49.0
 RR0281'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 1.0
 RR0281'FOOT NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 MARKER POST. A
 RR0281'BRONZE DISK STAMPED BAP 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 RR0281'PROJECTS 4 INCHES ABOVE GROUND.  NOTE-- A METAL WITNESS POST WAS SET 1
 RR0281'FOOT WEST OF THE MARK.
 RR0281
 RR0281                          STATION RECOVERY (1968)
 RR0281
 RR0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RR0281'RECOVERED IN GOOD CONDITION.
 RR0281
 RR0281                          STATION RECOVERY (1982)
 RR0281
 RR0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0279 ***********************************************************************
 RR0279  DESIGNATION -  BAP RM 1
 RR0279  PID         -  RR0279
 RR0279  STATE/COUNTY-  ND/BURLEIGH
 RR0279  USGS QUAD   -  BISMARCK (1976)
 RR0279
 RR0279                         *CURRENT SURVEY CONTROL
 RR0279  ___________________________________________________________________
 RR0279* NAD 83(1986)-  46 46 55.     (N)    100 45 43.     (W)     SCALED    
 RR0279* NAVD 88     -       503.111  (meters)    1650.62   (feet)  ADJUSTED  
 RR0279  ___________________________________________________________________
 RR0279  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0279  DYNAMIC HT  -         503.119 (meters)    1650.65  (feet)  COMP
 RR0279  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0279
 RR0279  VERT ORDER  -  FIRST     CLASS II
 RR0279
 RR0279.This mark is at Bismarck Airport (BIS)
 RR0279
 RR0279.The horizontal coordinates were scaled from a topographic map and have
 RR0279.an estimated accuracy of +/- 6 seconds.
 RR0279
 RR0279.The orthometric height was determined by differential leveling
 RR0279.and adjusted by the National Geodetic Survey in June 1991..
 RR0279
 RR0279.The geoid height was determined by GEOID03.
 RR0279
 RR0279.The dynamic height is computed by dividing the NAVD 88
 RR0279.geopotential number by the normal gravity value computed on the
 RR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0279.degrees latitude (g = 980.6199 gals.).
 RR0279
 RR0279.The modeled gravity was interpolated from observed gravity values.
 RR0279
 RR0279;                    North         East    Units  Estimated Accuracy
 RR0279;SPC ND S     -   124,000.      580,000.      MT  (+/- 180 meters Scaled)
 RR0279
 RR0279                          SUPERSEDED SURVEY CONTROL
 RR0279
 RR0279  NGVD 29 (??/??/92)  502.698  (m)         1649.27   (f) ADJ UNCH    1 2
 RR0279
 RR0279.Superseded values are not recommended for survey control.
 RR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0279.See file dsdata.txt to determine how the superseded data were derived.
 RR0279
 RR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS655824(NAD 83)
 RR0279_MARKER: DR = REFERENCE MARK DISK
 RR0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0279_SP_SET: SIDEWALK
 RR0279_STAMPING: BAP NO1 1945
 RR0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0279
 RR0279  HISTORY     - Date     Condition        Report By
 RR0279  HISTORY     - 1945     MONUMENTED       CGS
 RR0279  HISTORY     - 1965     GOOD             NGS
 RR0279  HISTORY     - 1968     GOOD             NGS
 RR0279  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0279  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0279
 RR0279                          STATION DESCRIPTION
 RR0279
 RR0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RR0279'2 MI S FROM BISMARCK.
 RR0279'AT THE BISMARCK AIRPORT, 2 MILES SOUTH OF THE CITY OF BISMARCK, 87.44
 RR0279'FT. SOUTHEAST OF THE STATION, 77.5 FT. WEST OF THE CENTER OF A METAL
 RR0279'COVER FOR FUELING HOSES ON THE APRON, 35.3 FT. SOUTH OF THE CENTERLINE
 RR0279'OF A DRIVE LEADING TO THE APRON ALONG THE NORTH SIDE OF THE TERMINAL
 RR0279'THE WEST SIDE OF THE BUILDING.  THE MARK IS SET IN A CONCRETE
 RR0279'SIDEWALK.
 RR0279
 RR0279                          STATION RECOVERY (1968)
 RR0279
 RR0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 RR0279'RECOVERED IN GOOD CONDITION.
 RR0279
 RR0279                          STATION RECOVERY (1982)
 RR0279
 RR0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0279'THE STEM OF THE DISK WAS RECOVERED BUT THE DISK WAS NOT.
 RR0279
 RR0279                          STATION RECOVERY (1982)
 RR0279
 RR0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0992 ***********************************************************************
 RR0992  DESIGNATION -  BAP RM 5
 RR0992  PID         -  RR0992
 RR0992  STATE/COUNTY-  ND/BURLEIGH
 RR0992  USGS QUAD   -  BISMARCK (1976)
 RR0992
 RR0992                         *CURRENT SURVEY CONTROL
 RR0992  ___________________________________________________________________
 RR0992* NAD 83(1986)-  46 46 55.     (N)    100 45 44.     (W)     SCALED    
 RR0992* NAVD 88     -       503.05   (meters)    1650.4    (feet)  RESET     
 RR0992  ___________________________________________________________________
 RR0992  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0992
 RR0992  VERT ORDER  -  THIRD
 RR0992
 RR0992.This mark is at Bismarck Airport (BIS)
 RR0992
 RR0992.The horizontal coordinates were scaled from a topographic map and have
 RR0992.an estimated accuracy of +/- 6 seconds.
 RR0992
 RR0992.The orthometric height was computed from unverified reset data.
 RR0992.No vertical observational check was made to the station.
 RR0992
 RR0992.The geoid height was determined by GEOID03.
 RR0992
 RR0992;                    North         East    Units  Estimated Accuracy
 RR0992;SPC ND S     -   124,000.      579,980.      MT  (+/- 180 meters Scaled)
 RR0992
 RR0992                          SUPERSEDED SURVEY CONTROL
 RR0992
 RR0992  NGVD 29 (11/04/04)  502.64   (m)         1649.1    (f) RESET       3  
 RR0992
 RR0992.Superseded values are not recommended for survey control.
 RR0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0992.See file dsdata.txt to determine how the superseded data were derived.
 RR0992
 RR0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS654824(NAD 83)
 RR0992_MARKER: DR = REFERENCE MARK DISK
 RR0992_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RR0992+WITH SETTING: PAVEMENT
 RR0992_SP_SET: TAXIWAY LIGHT BASE
 RR0992_STAMPING: BAP 1945 NO 5 1985
 RR0992_MARK LOGO: NGS   
 RR0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0992+STABILITY: SURFACE MOTION
 RR0992
 RR0992  HISTORY     - Date     Condition        Report By
 RR0992  HISTORY     - 1985     MONUMENTED       NGS
 RR0992
 RR0992                          STATION DESCRIPTION
 RR0992
 RR0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0992'AT THE BISMARK AIRPORT, WHICH IS LOCATED ON THE SOUTH EDGE OF BISMARK.
 RR0992'THE ADMINISTRATION BUILDING AT THE BISMARK AIRPORT, GO NORTH ON
 RR0992'SERVICE ROAD, PASSING CAPITOL AVIATION BUILDING, 0.2 MILE (0.3 KM) TO
 RR0992'THE STATION ON THE RIGHT, 67.9 FEET (20.7 M) NORTHEAST OF THE CORNER
 RR0992'OF A CHAIN LINK FENCE, 44.0 FEET (13.4 M) EAST OF A CHAIN LINK FENCE,
 RR0992'9.5 FEET (2.9 M) WEST OF THE WEST EDGE OF ASPHALT PARKING AREA,
 RR0992'CEMENTED INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A 3 FOOT
 RR0992'(0.9 M) SQUARE PAD WHICH IS THE BASE FOR A TAXIWAY LIGHT, THE LIGHT
 RR0992'IS NEAR THE SOUTH END OF A ROW OF LIGHTS AND ABOUT 3.3 FEET (1.0 M)
 RR0992'WEST OF THE MAIN ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0993 ***********************************************************************
 RR0993  DESIGNATION -  BAP RM 6
 RR0993  PID         -  RR0993
 RR0993  STATE/COUNTY-  ND/BURLEIGH
 RR0993  USGS QUAD   -  BISMARCK (1976)
 RR0993
 RR0993                         *CURRENT SURVEY CONTROL
 RR0993  ___________________________________________________________________
 RR0993* NAD 83(1986)-  46 46 55.     (N)    100 45 46.     (W)     SCALED    
 RR0993* NAVD 88     -       503.15   (meters)    1650.8    (feet)  RESET     
 RR0993  ___________________________________________________________________
 RR0993  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0993
 RR0993  VERT ORDER  -  THIRD
 RR0993
 RR0993.This mark is at Bismarck Airport (BIS)
 RR0993
 RR0993.The horizontal coordinates were scaled from a topographic map and have
 RR0993.an estimated accuracy of +/- 6 seconds.
 RR0993
 RR0993.The orthometric height was computed from unverified reset data.
 RR0993.No vertical observational check was made to the station.
 RR0993
 RR0993.The geoid height was determined by GEOID03.
 RR0993
 RR0993;                    North         East    Units  Estimated Accuracy
 RR0993;SPC ND S     -   124,000.      579,930.      MT  (+/- 180 meters Scaled)
 RR0993
 RR0993                          SUPERSEDED SURVEY CONTROL
 RR0993
 RR0993  NGVD 29 (11/04/04)  502.73   (m)         1649.4    (f) RESET       3  
 RR0993
 RR0993.Superseded values are not recommended for survey control.
 RR0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0993.See file dsdata.txt to determine how the superseded data were derived.
 RR0993
 RR0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS654824(NAD 83)
 RR0993_MARKER: DR = REFERENCE MARK DISK
 RR0993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RR0993_SP_SET: PARKING PAD
 RR0993_STAMPING: BAP 1945 NO 6 1985
 RR0993_MARK LOGO: NGS   
 RR0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0993
 RR0993  HISTORY     - Date     Condition        Report By
 RR0993  HISTORY     - 1985     MONUMENTED       NGS
 RR0993
 RR0993                          STATION DESCRIPTION
 RR0993
 RR0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0993'AT THE BISMARK AIRPORT, WHICH IS LOCATED ON THE SOUTH EDGE OF BISMARK,
 RR0993'THE ADMINISTRATION BUILDING AT THE BISMARK AIRPORT, GO NORTH ON
 RR0993'SERVICE ROAD, PASSING CAPITOL AVIATION BUILDING, 0.2 MILE (0.3 KM) TO
 RR0993'THE STATION ON THE RIGHT.  61.4 FEET (18.7 M) EAST OF THE CENTER OF
 RR0993'AIRPORT GATE 3, 14.1 FEET (4.3 M) SOUTH OF THE NORTHWEST CORNER OF
 RR0993'THE CONCRETE PAD, 1.1 FEET (0.3 M) EAST OF THE WEST EDGE OF THE
 RR0993'CONCRETE PAD, CEMENTED INTO A DRILL HOLE IN A CONCRETE PARKING PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1177 ***********************************************************************
 SM1177  DESIGNATION -  BARLOW
 SM1177  PID         -  SM1177
 SM1177  STATE/COUNTY-  ND/EDDY
 SM1177  USGS QUAD   -  BARLOW (1986)
 SM1177
 SM1177                         *CURRENT SURVEY CONTROL
 SM1177  ___________________________________________________________________
 SM1177* NAD 83(1996)-  47 35 16.30219(N)    099 11 04.79003(W)     ADJUSTED  
 SM1177* NAVD 88     -       474.10   (+/-2cm)    1555.4    (feet)  VERTCON   
 SM1177  ___________________________________________________________________
 SM1177  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 SM1177  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SM1177
 SM1177  HORZ ORDER  -  FIRST
 SM1177  VERT ORDER  -  THIRD ? (See Below)
 SM1177
 SM1177.The horizontal coordinates were established by classical geodetic methods
 SM1177.and adjusted by the National Geodetic Survey in January 1998..
 SM1177
 SM1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1177.The vertical order pertains to the NGVD 29 superseded value.
 SM1177
 SM1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1177
 SM1177.The geoid height was determined by GEOID03.
 SM1177
 SM1177;                    North         East     Units Scale Factor Converg.
 SM1177;SPC ND N     -    66,203.740   698,929.196   MT  0.99997321   +0 58 43.6
 SM1177;SPC ND N     -   217,203.87  2,293,074.79   iFT  0.99997321   +0 58 43.6
 SM1177;UTM  14      - 5,270,510.938   486,115.550   MT  0.99960237   -0 08 10.8
 SM1177
 SM1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1177!SPC ND N     -   0.99992938  x   0.99997321  =   0.99990259
 SM1177!UTM  14      -   0.99992938  x   0.99960237  =   0.99953178
 SM1177
 SM1177:                Primary Azimuth Mark                     Grid Az
 SM1177:SPC ND N     -  NEW ROCKFORD EDDY CTHSE DOME             019 07 42.0
 SM1177:UTM  14      -  NEW ROCKFORD EDDY CTHSE DOME             020 14 36.4
 SM1177
 SM1177|---------------------------------------------------------------------|
 SM1177| PID    Reference Object                     Distance      Geod. Az  |
 SM1177|                                                           dddmmss.s |
 SM1177| SM1179 NEW ROCKFORD EDDY CTHSE DOME        APPROX.11.0 KM 0200625.6 |
 SM1177| CO4289 BARLOW RM 1                          37.131 METERS 09005     |
 SM1177| CO4288 BARLOW AZ MK RESET                                 0911155.6 |
 SM1177| CO4292 BARLOW RM 4                          11.988 METERS 09539     |
 SM1177| SM1163 KVERNES LUTHERAN CHURCH SPIRE       APPROX.15.1 KM 1054357.2 |
 SM1177| SM1174 NORDMORE                            APPROX.14.4 KM 1094544.4 |
 SM1177| SM1176 BARLOW FARMERS ELEV CO ELEV         APPROX. 4.0 KM 1183848.7 |
 SM1177| CO4287 BARLOW AZ MK                                       1520419.0 |
 SM1177| SM1175 GUPTILL VICTORIA ELEV CO ELEV       APPROX. 8.8 KM 1563843.8 |
 SM1177| CO4291 BARLOW RM 3                          26.579 METERS 20219     |
 SM1177| SM1182 LEMERT GRAIN CO ELEVATOR            APPROX.10.5 KM 2142244.4 |
 SM1177| CO4290 BARLOW RM 2                          27.888 METERS 21542     |
 SM1177| SM1195 SYKESTON MUNICIPAL TANK             APPROX.21.2 KM 2301018.7 |
 SM1177| CO4293 BARLOW RM 5                          15.198 METERS 25537     |
 SM1177| SM1181 LUTHERAN CHURCH NE OF CATHAY        APPROX.12.7 KM 2801738.8 |
 SM1177|---------------------------------------------------------------------|
 SM1177
 SM1177                          SUPERSEDED SURVEY CONTROL
 SM1177
 SM1177  NAD 83(1986)-  47 35 16.30500(N)    099 11 04.78668(W) AD(       ) 1
 SM1177  NAD 27      -  47 35 16.31540(N)    099 11 03.38510(W) AD(       ) 1
 SM1177  NGVD 29 (07/19/86)  473.69   (m)         1554.1    (f) LEVELING    3  
 SM1177
 SM1177.Superseded values are not recommended for survey control.
 SM1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1177.See file dsdata.txt to determine how the superseded data were derived.
 SM1177
 SM1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT8611670511(NAD 83)
 SM1177_MARKER: DS = TRIANGULATION STATION DISK
 SM1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM1177+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2001
 SM1177
 SM1177  HISTORY     - Date     Condition        Report By
 SM1177  HISTORY     - 1941     MONUMENTED       CGS
 SM1177  HISTORY     - 1958     GOOD             CGS
 SM1177  HISTORY     - 1974     GOOD             USGS
 SM1177  HISTORY     - 1976     GOOD             NGS
 SM1177  HISTORY     - 20011211 GOOD             NDDT
 SM1177
 SM1177                          STATION DESCRIPTION
 SM1177
 SM1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1177'STATION IS LOCATED ABOUT 2.25 MILES NW OF THE SETTLEMENT OF
 SM1177'BARLOW AND ABOUT 0.2 MILE W OF THE SE CORNER OF SEC. 34, T. 148
 SM1177'N, R. 67 W.  IT IS ABOUT 50 YARDS SE OF THE FARMHOUSE OF
 SM1177'HERMAN A. PETERSON ON HIS PROPERTY, 48 FEET N OF THE CENTER
 SM1177'LINE OF AN E-W COUNTY ROAD AND 10-1/2 FEET NNW OF A WHITE
 SM1177'REFERENCE POST.  IT IS STAMPED BARLOW 1941 AND PROJECTS
 SM1177'ABOUT 6 INCHES.
 SM1177'
 SM1177'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1177'BRONZE DISKS SET IN CONCRETE.
 SM1177'
 SM1177'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 46 FEET N OF THE
 SM1177'CENTER LINE OF AN E-W ROAD AND 3 FEET N OF A WIRE FENCE CORNER.
 SM1177'IT IS STAMPED BARLOW NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1177'
 SM1177'REFERENCE MARK NO. 2 IS S BY W OF THE STATION, 41 FEET S OF
 SM1177'THE CENTER LINE OF THE E-W ROAD AND 2 FEET E OF A TELEPHONE
 SM1177'POLE.  IT IS STAMPED BARLOW NO. 2 1941 AND PROJECTS ABOUT 6
 SM1177'INCHES.
 SM1177'
 SM1177'THE AZIMUTH MARK IS SE OF THE STATION, 82 FEET E OF THE CENTER
 SM1177'LINE OF A N-S GRAVEL ROAD, 50 FEET S OF THE CENTER LINE OF
 SM1177'A FARM ENTRANCE LANE, 4 FEET E OF A WHITE REFERENCE POST
 SM1177'AND 2 FEET N OF AN E-W FENCE.  IT IS STAMPED BARLOW 1941 AND
 SM1177'PROJECTS ABOUT 6 INCHES.
 SM1177'
 SM1177'TO REACH THE STATION FROM BARLOW, GO N ON THE MAIN GRAVEL ROAD
 SM1177'ALONG THE W SIDE OF THE RAILROAD TRACKS FOR 0.15 MILE AND
 SM1177'TURN LEFT, W, GO 2.0 MILES AND TURN RIGHT, N, GO 0.65 MILE
 SM1177'TO THE AZIMUTH MARK ON THE E SIDE OF THE ROAD, CONTINUE 0.35
 SM1177'MILE AND TURN LEFT, W, GO 0.2 MILE TO THE PETERSON FARM
 SM1177'AND THE STATION ON THE N SIDE OF THE ROAD.
 SM1177'
 SM1177'A 37-FOOT SIGNAL AT NORDMORE IS VISIBLE FROM THE GROUND.
 SM1177'
 SM1177'A 77-FOOT SIGNAL AT ROSEHILL IS VISIBLE AT 50 FEET.
 SM1177'
 SM1177'A 64-FOOT SIGNAL AT WYARD IS VISIBLE FROM THE GROUND.
 SM1177'
 SM1177'A 24-FOOT SIGNAL AT SYKESTON IS VISIBLE AT 50 FEET.
 SM1177'
 SM1177'A 50-FOOT SIGNAL AT BERGE IS VISIBLE AT 64 FEET.
 SM1177'
 SM1177'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 SM1177
 SM1177                          STATION RECOVERY (1958)
 SM1177
 SM1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SM1177'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 SM1177'MARK 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAD
 SM1177'BEEN DESTROYED WHEN THE ROAD, PAST THE STATION, HAD BEEN
 SM1177'WIDENED.  A REQUEST WAS RECEIVED FROM THE LANDOWNER REMOVE
 SM1177'THE AZIMUTH MARK AS IT WAS IN THE WAY OF CULTIVATION.  UPON
 SM1177'RECOVERY IT WAS FOUND THAT THIS MARK HAD BEEN HIT BY FARM
 SM1177'MACHINERY AND WAS TILTED.  THIS MARK WAS DESTROYED AND A
 SM1177'NEW MARK WAS ESTABLISHED AND ITS DIRECTION DETERMINED BY
 SM1177'INITIALING ON THE BARLOW ELEVATOR.  A NEW REFERENCE MARK WAS SET
 SM1177'TO REPLACE THE ONE THAT HAD BEEN DESTROYED.
 SM1177'
 SM1177'THE AZIMUTH MARK IS ABOUT 0.7 MI. E OF THE STATION, 42 FT.
 SM1177'S OF THE CENTERLINE OF THE ROAD (NEAR THE SW END OF A FIELD
 SM1177'ENTRANCE), AND 2 FT. W OF A TELEPHONE POLE.  THE MARK PROJECTS
 SM1177'ABOUT 4 IN. AND THE DISK IS STAMPED BARLOW 1941 RESET 1958.
 SM1177'
 SM1177'THE STATION MARK IS IN THE FRONT YARD OF A FARMHOUSE AND IS
 SM1177'IN THE CENTER OF A SMALL, ROUND FLOWER GARDEN.
 SM1177'
 SM1177'REFERENCE MARK 1 IS E OF THE STATION, E OF THE DRIVEWAY,
 SM1177'AND 3 FT. N OF A FENCE CORNER.
 SM1177'
 SM1177'REFERENCE MARK 3 IS SW OF THE STATION, AT THE SE END OF A
 SM1177'FIELD ENTRANCE, AND 38 FT. S OF THE CENTERLINE OF THE ROAD.
 SM1177'THE MARK PROJECTS 3 IN. AND THE DISK IS STAMPED BARLOW NO 3
 SM1177'1941.
 SM1177'
 SM1177'TO REACH THE STATION FROM BARLOW (FROM THE CENTER OF THE
 SM1177'SMALL VILLAGE), GO N ALONG THE W SIDE OF THE RAILROAD FOR
 SM1177'0.15 MI. TO CROSSROADS, CONTINUE N ALONG W SIDE OF THE RAILROAD
 SM1177'FOR 1.0 MI. TO CROSSROADS, TURN LEFT AND GO W FOR 1.5 MI.
 SM1177'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE W
 SM1177'FOR 0.7 MI. TO A FARMHOUSE ON THE RIGHT AND THE STATION
 SM1177'IN FRONT YARD.
 SM1177
 SM1177                          STATION RECOVERY (1974)
 SM1177
 SM1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 SM1177'THE TELEPHONE POLES HAVE BEEN REMOVED.  THE DESCRIPTION FOR
 SM1177'THE AZIMUTH MARK PLACES THE MARK IN CULTIVATED AREA.
 SM1177
 SM1177                          STATION RECOVERY (1976)
 SM1177
 SM1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SM1177'THE STATION MARK, AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD
 SM1177'CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE NOT FOUND
 SM1177'AND ARE BELIEVED DESTROYED.  THE AZIMUTH MARK APPARENTLY WAS
 SM1177'REMOVED DUE TO FARMING OPERATIONS, THE AREA IS UNDER CULTIVATION
 SM1177'AND THE TELEPHONE POLE NEAR WHICH IT WAS LOCATED HAS BEEN
 SM1177'REMOVED.  REFERENCE MARK NO. 1 WAS APPARENTLY BEEN BROKEN OFF,
 SM1177'CONCRETE WAS FOUND ABOUT 15-INCHES BELOW GROUND LEVEL.  REFERENCE
 SM1177'MARK NO. 3 WAS AT THE EDGE OF A CULTIVATED FIELD AND BEING RUN
 SM1177'OVER BY FARM MACHINERY, IT WAS REMOVED AT THIS TIME.  REFERENCE
 SM1177'MARKS NO. 4 AND 5 WERE SET.  A NEW AZIMUTH MARK WAS NOT SET AS
 SM1177'OTHER STATIONS WERE NOT VISIBLE, THE BARLOW FARMERS ELEVATOR
 SM1177'COMPANY ELEVATOR FROM WHICH THE 1958 AZIMUTH MARK WAS SET
 SM1177'BURNED DOWN, A NEW ELEVATOR WAS ERECTED ON THE SAME FOUNDATION IN
 SM1177'1971.
 SM1177'
 SM1177'A NEW DESCRIPTION FOLLOWS--
 SM1177'
 SM1177'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF BARLOW, AND
 SM1177'ABOUT 0.2 MILE WEST OF THE SE CORNER OF SEC. 34, T 148 N, R 67 W,
 SM1177'ALONG THE NORTH SIDE OF A COUNTY ROAD, IN THE FRONT YARD OF THE
 SM1177'FARM HOME OF MR. KEVIN LURA.
 SM1177'
 SM1177'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN BARLOW, GO NORTH ON
 SM1177'THE GRADED ROAD 0.15 MILE TO A CROSSROAD, CONTINUE NORTH ON THE
 SM1177'GRADED ROAD ALONG THE WEST SIDE OF THE RAILROAD FOR 1.0 MILE TO
 SM1177'ANOTHER CROSSROAD, TURN LEFT AND GO WEST ON THE GRAVELED ROAD 2.2
 SM1177'MILE TO THE FARMSTEAD AND STATION ON THE RIGHT AS DESCRIBED.
 SM1177'
 SM1177'THE STATION MARK IS A STANDARD DISK STAMPED BARLOW 1941, SET IN THE
 SM1177'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.  IT IS
 SM1177'140 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 64
 SM1177'FEET EAST OF THE CENTER OF THE WEST DRIVEWAY, AND 42 FEET NORTH OF
 SM1177'THE CENTER OF THE GRAVELED ROAD.
 SM1177'
 SM1177'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED BARLOW 1941 NO 4
 SM1177'1976, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 SM1177'GROUND.  IT IS 65 FEET WEST OF THE CENTER OF THE EAST DRIVEWAY, 38
 SM1177'FEET NORTH OF THE CENTER OF THE ROAD, AND 8 FEET WEST OF A SPRUCE
 SM1177'TREE.
 SM1177'
 SM1177'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED BARLOW 1941 NO 4
 SM1177'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 SM1177'GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF THE ROAD, 14 FEET
 SM1177'EAST OF THE CENTER OF THE WEST DRIVEWAY, AND 2.5 FEET EAST OF AN
 SM1177'OLD TELEPHONE POLE.
 SM1177'
 SM1177'THE DISTANCE R.M. NO. 4 TO R.M. NO. 5 WAS NOT MEASURED DUE TO
 SM1177'TREES ON LINE.
 SM1177'
 SM1177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES NW
 SM1177'OF BARLOW.
 SM1177
 SM1177                          STATION RECOVERY (2001)
 SM1177
 SM1177'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2001 (WP)
 SM1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1176 ***********************************************************************
 SM1176  DESIGNATION -  BARLOW FARMERS ELEV CO ELEV
 SM1176  PID         -  SM1176
 SM1176  STATE/COUNTY-  ND/FOSTER
 SM1176  USGS QUAD   -  BARLOW (1986)
 SM1176
 SM1176                         *CURRENT SURVEY CONTROL
 SM1176  ___________________________________________________________________
 SM1176* NAD 83(1996)-  47 34 14.16927(N)    099 08 16.81683(W)     ADJUSTED  
 SM1176* NAVD 88     -                                                        
 SM1176  ___________________________________________________________________
 SM1176  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 SM1176  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SM1176
 SM1176  HORZ ORDER  -  THIRD
 SM1176
 SM1176.The horizontal coordinates were established by classical geodetic methods
 SM1176.and adjusted by the National Geodetic Survey in January 1998..
 SM1176
 SM1176
 SM1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1176
 SM1176.The geoid height was determined by GEOID03.
 SM1176
 SM1176;                    North         East     Units Scale Factor Converg.
 SM1176;SPC ND N     -    64,346.194   702,472.115   MT  0.99997584   +1 00 48.6
 SM1176;SPC ND N     -   211,109.56  2,304,698.54   iFT  0.99997584   +1 00 48.6
 SM1176;UTM  14      - 5,268,585.504   489,620.337   MT  0.99960132   -0 06 06.7
 SM1176
 SM1176                          SUPERSEDED SURVEY CONTROL
 SM1176
 SM1176  NAD 83(1986)-  47 34 14.17190(N)    099 08 16.81316(W) AD(       ) 4
 SM1176  NAD 27      -  47 34 14.15300(N)    099 08 15.41600(W) AD(       ) 3
 SM1176
 SM1176.Superseded values are not recommended for survey control.
 SM1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1176.See file dsdata.txt to determine how the superseded data were derived.
 SM1176
 SM1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT8962068586(NAD 83)
 SM1176_MARKER: 65 = GRAIN ELEVATOR
 SM1176
 SM1176  HISTORY     - Date     Condition        Report By
 SM1176  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1176
 SM1176                          STATION DESCRIPTION
 SM1176
 SM1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1176'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF THE
 SM1176'SETTLEMENT OF BARLOW AND ABOUT 50 FEET W OF THE NORTHERN PACIFIC
 SM1176'RAILROAD TRACKS.  IT IS A GRAY SHEET METAL BUILDING ABOUT 70
 SM1176'FEET HIGH AND IS ABOUT 50 YARDS SW OF A MUCH SMALLER ELEVATOR
 SM1176'WHICH IS RED IN COLOR.  THE POINT LOCATED WAS THE CENTER OF THE
 SM1176'ELEVATOR AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0405 ***********************************************************************
 RS0405  DESIGNATION -  BARNES
 RS0405  PID         -  RS0405
 RS0405  STATE/COUNTY-  ND/ADAMS
 RS0405  USGS QUAD   -  CEDAR BUTTE (1974)
 RS0405
 RS0405                         *CURRENT SURVEY CONTROL
 RS0405  ___________________________________________________________________
 RS0405* NAD 83(1996)-  46 04 58.94693(N)    102 13 39.31136(W)     ADJUSTED  
 RS0405* NAVD 88     -       783.4    (meters)    2570.     (feet)  VERTCON   
 RS0405  ___________________________________________________________________
 RS0405  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 RS0405  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 RS0405
 RS0405  HORZ ORDER  -  SECOND
 RS0405
 RS0405.The horizontal coordinates were established by classical geodetic methods
 RS0405.and adjusted by the National Geodetic Survey in January 1998..
 RS0405
 RS0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0405
 RS0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0405
 RS0405.The geoid height was determined by GEOID03.
 RS0405
 RS0405;                    North         East     Units Scale Factor Converg.
 RS0405;SPC ND S     -    47,752.414   466,383.725   MT  1.00002122   -1 15 36.3
 RS0405;SPC ND S     -   156,668.02  1,530,130.33   iFT  1.00002122   -1 15 36.3
 RS0405;UTM  13      - 5,107,011.083   714,349.959   MT  1.00016485   +1 59 52.3
 RS0405
 RS0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0405!SPC ND S     -   0.99988013  x   1.00002122  =   0.99990135
 RS0405!UTM  13      -   0.99988013  x   1.00016485  =   1.00004496
 RS0405
 RS0405:                Primary Azimuth Mark                     Grid Az
 RS0405:SPC ND S     -  BARNES AZ MK                             004 48 33.7
 RS0405:UTM  13      -  BARNES AZ MK                             001 33 05.1
 RS0405
 RS0405|---------------------------------------------------------------------|
 RS0405| PID    Reference Object                     Distance      Geod. Az  |
 RS0405|                                                           dddmmss.s |
 RS0405| CQ7005 BARNES AZ MK                                       0033257.4 |
 RS0405| CQ7006 BARNES RM 1                          11.107 METERS 12905     |
 RS0405| CQ7007 BARNES RM 2                          11.425 METERS 30924     |
 RS0405|---------------------------------------------------------------------|
 RS0405
 RS0405                          SUPERSEDED SURVEY CONTROL
 RS0405
 RS0405  NAD 83(1986)-  46 04 58.93848(N)    102 13 39.30971(W) AD(       ) 2
 RS0405  NAD 27      -  46 04 58.92400(N)    102 13 37.75600(W) AD(       ) 2
 RS0405  NGVD 29 (07/19/86)  782.9    (m)         2569.     (f) VERT ANG       
 RS0405
 RS0405.Superseded values are not recommended for survey control.
 RS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0405.See file dsdata.txt to determine how the superseded data were derived.
 RS0405
 RS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM1435007011(NAD 83)
 RS0405_MARKER: DS = TRIANGULATION STATION DISK
 RS0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0405
 RS0405  HISTORY     - Date     Condition        Report By
 RS0405  HISTORY     - 1951     MONUMENTED       CGS
 RS0405  HISTORY     - 1970     GOOD             USAF
 RS0405
 RS0405                          STATION DESCRIPTION
 RS0405
 RS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0405'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF LEMMON,
 RS0405'ABOUT 2 MILES NORTH OF THE SOUTH FORK OF THE CANNONBALL RIVER,
 RS0405'ON A LOW HILL IN PASTURE LAND OWNED BY MR. WALTER BARNES,
 RS0405'175 FEET NORTH OF A WIRE FENCE, 110 FEET WEST OF THE CENTER OF A
 RS0405'GRADED DIRT ROAD, AND 80 FEET WEST OF A WIRE FENCE.
 RS0405'
 RS0405'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 12
 RS0405'AND STATE HIGHWAY NO. 73 AT THE SOUTHWEST EDGE OF LEMMON,
 RS0405'GO NORTH ON A GRAVELED ROAD FOR 0.6 MILE TO A T-INTERSECTION.
 RS0405'THEN LEFT, WEST, FOR 0.3 MILE TO A FORK.  THEN RIGHT ROAD
 RS0405'(CROSSING AN OVERPASS) FOR 8.6 MILES TO A BRIDGE OVER THE
 RS0405'SOUTH FORK OF THE CANNONBALL RIVER.  CONTINUE NORTH FOR 2.6
 RS0405'MILES.  THEN LEFT, WEST, ON A GRADED DIRT ROAD FOR 2.0 MILES.
 RS0405'THEN LEFT, SOUTH, ON A GRADED DIRT ROAD FOR 1.0 MILE TO THE
 RS0405'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR
 RS0405'0.5 MILE TO THE TOP OF THE HILL, AND THE STATION ON THE
 RS0405'RIGHT AS DESCRIBED.
 RS0405'
 RS0405'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RS0405'BARNES 1951.
 RS0405'
 RS0405'REFERENCE MARK NO. 1 IS 70 FEET WEST OF THE CENTER OF THE
 RS0405'GRADED DIRT ROAD AND 40 FEET WEST OF THE WIRE FENCE.  IT
 RS0405'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BARNES NO 1 1951.
 RS0405'
 RS0405'REFERENCE MARK NO. 2 IS ON THE CREST OF THE HILL.  IT PROJECTS
 RS0405'10 INCHES, AND THE DISK IS STAMPED BARNES NO 2 1951.
 RS0405'
 RS0405'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF A TRACK
 RS0405'ROAD, 27 FEET EAST OF THE CENTER OF THE GRADED DIRT ROAD,
 RS0405'AND 1 FOOT WEST OF A FENCE CORNER.  IT PROJECTS 4 INCHES,
 RS0405'AND THE DISK IS STAMPED BARNES 1951.
 RS0405'
 RS0405'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 RS0405'CONCRETE CYLINDERS.
 RS0405
 RS0405                          STATION RECOVERY (1970)
 RS0405
 RS0405'RECOVERY NOTE BY US AIR FORCE 1970
 RS0405'STATION, BOTH R.M.S, AND THE AZIMUTH MARK WERE RECOVERED IN
 RS0405'GOOD CONDITION.
 RS0405'
 RS0405'THE ORIGINAL ROUTE DESCRIPTION IS ADEQUATE TO REACH THE
 RS0405'AZIMUTH MARK.  FOLLOWING IS A NEW ROUTE DESCRIPTION TO REACH
 RS0405'THE STATION FROM THE AZIMUTH MARK--
 RS0405'
 RS0405'TO REACH THE STATION FROM THE AZIMUTH MARK, CONTINUE SOUTH
 RS0405'ON THE MAIN TRAVELED DIRT ROAD FOR 0.3 MILE TO A WIRE GATE
 RS0405'IN FENCELINE AT A POINT WHERE THE DIRT ROAD TURNS LEFT.
 RS0405'PASS THROUGH THE WIRE GATE, AND CONTINUE SOUTH ON OLD GRADED
 RS0405'SECTION-LINE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AS
 RS0405'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0789 ***********************************************************************
 RP0789  DESIGNATION -  BARNEY
 RP0789  PID         -  RP0789
 RP0789  STATE/COUNTY-  ND/RICHLAND
 RP0789  USGS QUAD   -  WYNDMERE SE (1960)
 RP0789
 RP0789                         *CURRENT SURVEY CONTROL
 RP0789  ___________________________________________________________________
 RP0789* NAD 83(1996)-  46 15 39.34563(N)    097 01 51.28525(W)     ADJUSTED  
 RP0789* NAVD 88     -       318.45   (+/-2cm)    1044.8    (feet)  VERTCON   
 RP0789  ___________________________________________________________________
 RP0789  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 RP0789  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP0789
 RP0789  HORZ ORDER  -  SECOND
 RP0789  VERT ORDER  -  THIRD ? (See Below)
 RP0789
 RP0789.The horizontal coordinates were established by classical geodetic methods
 RP0789.and adjusted by the National Geodetic Survey in January 1998..
 RP0789
 RP0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0789.The vertical order pertains to the NGVD 29 superseded value.
 RP0789
 RP0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0789
 RP0789.The geoid height was determined by GEOID03.
 RP0789
 RP0789;                    North         East     Units Scale Factor Converg.
 RP0789;SPC ND S     -    71,961.029   867,370.212   MT  0.99998565   +2 31 49.1
 RP0789;SPC ND S     -   236,092.61  2,845,702.80   iFT  0.99998565   +2 31 49.1
 RP0789;UTM  14      - 5,124,923.559   651,751.427   MT  0.99988309   +1 25 22.5
 RP0789
 RP0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0789!SPC ND S     -   0.99995421  x   0.99998565  =   0.99993986
 RP0789!UTM  14      -   0.99995421  x   0.99988309  =   0.99983730
 RP0789
 RP0789|---------------------------------------------------------------------|
 RP0789| PID    Reference Object                     Distance      Geod. Az  |
 RP0789|                                                           dddmmss.s |
 RP0789| CO4300 BARNEY RM 1                          35.979 METERS 09050     |
 RP0789| RP1049 MANTADOR ST PETER ST PAULS CH       APPROX.11.0 KM 1595316.4 |
 RP0789| RP0791 WYNDMERE MUNICIPAL TANK             APPROX. 7.7 KM 2733259.2 |
 RP0789| CO4301 BARNEY RM 2                          30.486 METERS 33349     |
 RP0789| CO4299 BARNEY AZ MK 2                                     3585141.7 |
 RP0789| CO4298 BARNEY AZ MK                                       3585532.1 |
 RP0789|---------------------------------------------------------------------|
 RP0789
 RP0789                          SUPERSEDED SURVEY CONTROL
 RP0789
 RP0789  NAD 83(1986)-  46 15 39.34460(N)    097 01 51.27689(W) AD(       ) 2
 RP0789  NAD 27      -  46 15 39.49000(N)    097 01 49.96800(W) AD(       ) 2
 RP0789  NGVD 29 (07/19/86)  318.19   (m)         1043.9    (f) LEVELING    3  
 RP0789
 RP0789.Superseded values are not recommended for survey control.
 RP0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0789.See file dsdata.txt to determine how the superseded data were derived.
 RP0789
 RP0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5175124924(NAD 83)
 RP0789_MARKER: DS = TRIANGULATION STATION DISK
 RP0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0789
 RP0789  HISTORY     - Date     Condition        Report By
 RP0789  HISTORY     - 1954     MONUMENTED       CGS
 RP0789  HISTORY     - 1977     GOOD             NGS
 RP0789
 RP0789                          STATION DESCRIPTION
 RP0789
 RP0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0789'THE STATION IS IN THE NORTHWEST CORNER OF THE SOUTHWEST 1/4
 RP0789'OF SEC. 12, T. 132 N., R. 51 W. ON PROPERTY OWNED BY MR. ERNEST
 RP0789'BIEGERT.  IT IS 1-1/2 MILES WEST AND 1/2 MILE SOUTH OF THE
 RP0789'TOWN OF BARNEY, 1/2 MILE SOUTH OF THE NORTHERN PACIFIC RAILROAD
 RP0789'TRACKS AND 75 YARDS EAST OF A RURAL SCHOOLHOUSE.
 RP0789'
 RP0789'TO REACH FROM THE RAILROAD TRACKS IN BARNEY, GO SOUTH ON THE
 RP0789'MAIN STREET FOR 0.5 MILE TO STATE HIGHWAY 13.  TURN RIGHT, WEST,
 RP0789'1.5 MILES TO A CROSSROAD WITH A SCHOOLHOUSE IN THE SOUTHWEST
 RP0789'ANGLE AND THE STATION IN THE SOUTHEAST ANGLE.
 RP0789'
 RP0789'THE STATION MARK, 195 FEET SOUTH OF THE CENTER LINE OF STATE
 RP0789'HIGHWAY 13, 85 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 37.4
 RP0789'FEET NORTH OF A FENCE, 14 FEET WEST OF THE WEST END OF A
 RP0789'GOVERNMENT SHELTER BELT AND 5 FEET NORTH OF A WITNESS POST,
 RP0789'IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED BARNEY
 RP0789'1954.
 RP0789'
 RP0789'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 203 FEET EAST
 RP0789'OF THE CENTER OF THE GRAVEL ROAD, 35 FEET NORTH OF THE FENCE,
 RP0789'24 FEET NORTH OF THE SOUTH SIDE OF THE GOVERNMENT SHELTER
 RP0789'BELT AND PROJECTS 4 INCHES.  THE DISK IS STAMPED BARNEY
 RP0789'NO 1 1954.
 RP0789'
 RP0789'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 104 FEET
 RP0789'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 13, 43 FEET EAST OF THE
 RP0789'CENTER OF THE GRAVEL ROAD, 21 FEET SOUTHWEST OF A TELEPHONE
 RP0789'POLE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED BARNEY NO
 RP0789'2 1954.
 RP0789'
 RP0789'THE AZIMUTH MARK, 0.55 MILE NORTH OF THE STATION, IS 290 FEET
 RP0789'NORTH OF THE RAILROAD TRACKS, 37 FEET EAST OF THE CENTER OF THE
 RP0789'GRAVEL ROAD, 2 FEET EAST OF THE SECOND POWER POLE NORTH
 RP0789'OF THE RAILROAD TRACKS, 2 FEET EAST OF A WITNESS POST AND
 RP0789'PROJECTS 4 INCHES.  THE DISK IS STAMPED BARNEY 1954.
 RP0789'
 RP0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 RP0789'GRAVEL ROAD FOR 0.5 MILE TO THE RAILROAD TRACKS, CONTINUE
 RP0789'NORTH FOR 0.05 MILE TO THE SECOND POWER POLE.
 RP0789'
 RP0789'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP0789
 RP0789                          STATION RECOVERY (1977)
 RP0789
 RP0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RP0789'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 RP0789'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN
 RP0789'POOR CONDITION, IT WAS SOLID BUT ONE SIDE WAS PARTLY EXPOSED
 RP0789'DUE TO PLOWING CLOSE TO THE MARK.  A NEW AZIMUTH MARK WAS SET,
 RP0789'AND THE DISK WAS REMOVED FROM THE 1954 AZIMUTH MARK AT THIS TIME.
 RP0789'
 RP0789'A NEW DESCRIPTION FOLLOWS--
 RP0789'
 RP0789'THE STATION IS LOCATED ABOUT 1.75 MILES WEST-SOUTHWEST OF
 RP0789'BARNEY, ALONG THE SOUTH SIDE OF STATE HIGHWAY 13, IN THE
 RP0789'SOUTHEAST ANGLE OF A JUNCTION WITH A GRAVELED CROSSROAD, ABOUT
 RP0789'75 YARDS EAST OF A SCHOOLHOUSE, AT THE WEST END OF A SHELTERBELT,
 RP0789'AND IN THE SW-1/4 OF SEC 12, T 132 N, R 51 W.
 RP0789'
 RP0789'TO REACH THE STATION FROM THE RAILROAD TRACKS IN BARNEY, GO
 RP0789'SOUTH ON THE MAIN STREET FOR 0.5 MILE TO THE JUNCTION WITH STATE
 RP0789'HIGHWAY 13, TURN RIGHT AND GO WEST ON HIGHWAY 13 FOR 1.5 MILES
 RP0789'TO THE CROSSROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 RP0789'
 RP0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 RP0789'GRAVELED ROAD 0.5 MILE TO THE RAILROAD TRACKS AND THE MARK ON
 RP0789'THE RIGHT AS DESCRIBED.
 RP0789'
 RP0789'THE STATION MARK IS A STANDARD DISK STAMPED BARNEY 1954, SET
 RP0789'IN THE TOP OF A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND
 RP0789'SURFACE.  IT IS 195 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 85
 RP0789'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 37 FEET NORTH OF
 RP0789'A FENCE, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 RP0789'
 RP0789'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BARNEY NO 1
 RP0789'1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 RP0789'THE GROUND.  IT IS 203 FEET EAST OF THE CENTER OF THE GRAVELED
 RP0789'ROAD, 35 FEET NORTH OF THE FENCE, AND IN THE SOUTH PART OF THE
 RP0789'SHELTERBELT.
 RP0789'
 RP0789'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BARNEY NO 2
 RP0789'1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RP0789'4-INCHES.  IT IS 104 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 RP0789'43 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, AND 1.2 FEET
 RP0789'SOUTH OF A METAL WITNESS POST.
 RP0789'
 RP0789'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARNEY 1954 1977,
 RP0789'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RP0789'5-INCHES.  IT IS 39 FEET EAST OF THE CENTER OF THE GRAVELED
 RP0789'ROAD, 28 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACKS, 2.0
 RP0789'FEET WEST OF A METAL WITNESS POST, AND ABOUT 3 FEET LOWER THAN
 RP0789'THE ROAD.
 RP0789'
 RP0789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP0789'ABOUT 1.75 MILES WSW OF BARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1305 ***********************************************************************
 SN1305  DESIGNATION -  BART
 SN1305  PID         -  SN1305
 SN1305  STATE/COUNTY-  ND/MCLEAN
 SN1305  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1305
 SN1305                         *CURRENT SURVEY CONTROL
 SN1305  ___________________________________________________________________
 SN1305* NAD 83(1996)-  47 50 25.75765(N)    101 31 44.42285(W)     ADJUSTED  
 SN1305* NAVD 88     -       634.341  (meters)    2081.17   (feet)  ADJUSTED  
 SN1305  ___________________________________________________________________
 SN1305  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 SN1305  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1305  DYNAMIC HT  -         634.414 (meters)    2081.41  (feet)  COMP
 SN1305  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SN1305
 SN1305  HORZ ORDER  -  THIRD
 SN1305  VERT ORDER  -  SECOND    CLASS 0
 SN1305
 SN1305.The horizontal coordinates were established by classical geodetic methods
 SN1305.and adjusted by the National Geodetic Survey in January 1998..
 SN1305
 SN1305.The orthometric height was determined by differential leveling
 SN1305.and adjusted by the National Geodetic Survey in June 1991..
 SN1305
 SN1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1305
 SN1305.The geoid height was determined by GEOID03.
 SN1305
 SN1305.The dynamic height is computed by dividing the NAVD 88
 SN1305.geopotential number by the normal gravity value computed on the
 SN1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1305.degrees latitude (g = 980.6199 gals.).
 SN1305
 SN1305.The modeled gravity was interpolated from observed gravity values.
 SN1305
 SN1305;                    North         East     Units Scale Factor Converg.
 SN1305;SPC ND N     -    93,960.403   522,980.159   MT  0.99994488   -0 45 56.6
 SN1305;SPC ND N     -   308,269.04  1,715,814.17   iFT  0.99994488   -0 45 56.6
 SN1305;UTM  14      - 5,301,668.090   310,772.704   MT  1.00004002   -1 52 30.9
 SN1305
 SN1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1305!SPC ND N     -   0.99990363  x   0.99994488  =   0.99984851
 SN1305!UTM  14      -   0.99990363  x   1.00004002  =   0.99994364
 SN1305
 SN1305|---------------------------------------------------------------------|
 SN1305| PID    Reference Object                     Distance      Geod. Az  |
 SN1305|                                                           dddmmss.s |
 SN1305| SN1306 BART RM 1                             9.643 METERS 00218     |
 SN1305| SN1738 DOUGLAS TRINITY LUTH CH CROSS       APPROX. 2.7 KM 0494209.5 |
 SN1305| SN1304 BART RM 2                             9.779 METERS 27051     |
 SN1305| CQ7008 BART AZ MK                                         3593255.9 |
 SN1305|---------------------------------------------------------------------|
 SN1305
 SN1305                          SUPERSEDED SURVEY CONTROL
 SN1305
 SN1305  NAD 83(1986)-  47 50 25.75703(N)    101 31 44.41813(W) AD(       ) 3
 SN1305  NAD 27      -  47 50 25.74500(N)    101 31 42.82790(W) AD(       ) 3
 SN1305  NGVD 29 (??/??/92)  633.938  (m)         2079.84   (f) ADJ UNCH    2 0
 SN1305
 SN1305.Superseded values are not recommended for survey control.
 SN1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1305.See file dsdata.txt to determine how the superseded data were derived.
 SN1305
 SN1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU1077301668(NAD 83)
 SN1305_MARKER: DS = TRIANGULATION STATION DISK
 SN1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1305_STAMPING: BART 1962
 SN1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1305+STABILITY: SURFACE MOTION
 SN1305
 SN1305  HISTORY     - Date     Condition        Report By
 SN1305  HISTORY     - 1962     MONUMENTED       CGS
 SN1305  HISTORY     - 1962     GOOD             CGS
 SN1305
 SN1305                          STATION DESCRIPTION
 SN1305
 SN1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1305'THE STATION IS LOCATED 1 MILE WEST AND 3/4 MILE SOUTH OF THE
 SN1305'TOWN OF DOUGLAS, IN THE NW 1/4 OF SEC. 2, T150N, R85W, ON THE
 SN1305'EAST SIDE OF A SECTION LINE ROAD AND ON THE WEST SIDE OF A
 SN1305'CULTIVATED FIELD.
 SN1305'
 SN1305'TO REACH FROM THE POST OFFICE IN DOUGLAS, GO SOUTH 0.1 MILE
 SN1305'TO A CROSSROAD.  TURN RIGHT AND FOLLOW THE GRAVELED ROAD WEST
 SN1305'AND SOUTHWEST FOR 0.2 MILE TO A REVERSE Y FORK.  CONTINUE AHEAD,
 SN1305'SOUTH, FOR 0.5 MILE TO THE WARD MC LEAN COUNTY LINE AND A
 SN1305'T ROAD TO THE RIGHT.  TURN RIGHT AND GO WEST FOR 1 MILE TO
 SN1305'A CROSSROAD.  THE AZIMUTH MARK IS IN THE SOUTH EAST ANGLE
 SN1305'OF THE INTERSECTION AND AN ABANDONED SET OF FARM BUILDINGS
 SN1305'ARE ON THE LEFT, SOUTH, SIDE OF THE ROAD.  TURN LEFT AND
 SN1305'FOLLOW THE TRACK ROAD SOUTH FOR 0.5 MILE TO THE STATION ON THE
 SN1305'LEFT, EAST, SIDE OF THE ROAD.
 SN1305'
 SN1305'THE STATION MARK IS A STANDARD DISK STAMPED BART 1962 AND
 SN1305'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1305'PROJECTS 4 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF A TRACK
 SN1305'ROAD AND 4.1 FEET NORTH OF THE WITNESS POST.
 SN1305'
 SN1305'REFERENCE MARK NO. 1, STAMPED BART NO 1 1962, IS A STANDARD
 SN1305'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1305'WHICH PROJECTS 2 INCHES.  IT IS 25 FEET EAST OF THE CENTER OF
 SN1305'A TRACK ROAD AND 35.6 FEET NORTH OF THE WITNESS POST.
 SN1305'
 SN1305'REFERENCE MARK NO. 2, STAMPED BART NO 2 1962, IS A STANDARD
 SN1305'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1305'WHICH PROJECTS 5 INCHES.  IT IS 7 FEET WEST OF THE CENTER OF
 SN1305'A TRACK ROAD AND 31.3 FEET WEST OF THE WITNESS POST.
 SN1305'
 SN1305'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BART 1962 AND SET IN
 SN1305'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1305'5 INCHES.  IT IS 13 FEET EAST OF THE CENTER OF A TRACK ROAD,
 SN1305'70 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2.7 FEET
 SN1305'SOUTHEAST OF THE WITNESS POST.
 SN1305'
 SN1305'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 45.62 FEET OR 13.906 METERS.
 SN1305
 SN1305                          STATION RECOVERY (1962)
 SN1305
 SN1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN1305'3.4 MI SW FROM DOUGLAS.
 SN1305'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1305'AT DOUGLAS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.4
 SN1305'MILE NORTH ALONG A DIRT ROAD, 24 FEET EAST OF THE CENTERLINE OF THE
 SN1305'ROAD, 4.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SN1305'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1306 ***********************************************************************
 SN1306  DESIGNATION -  BART RM 1
 SN1306  PID         -  SN1306
 SN1306  STATE/COUNTY-  ND/MCLEAN
 SN1306  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1306
 SN1306                         *CURRENT SURVEY CONTROL
 SN1306  ___________________________________________________________________
 SN1306* NAD 83(1986)-  47 50 25.     (N)    101 31 44.     (W)     SCALED    
 SN1306* NAVD 88     -       634.306  (meters)    2081.05   (feet)  ADJUSTED  
 SN1306  ___________________________________________________________________
 SN1306  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1306  DYNAMIC HT  -         634.379 (meters)    2081.29  (feet)  COMP
 SN1306  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SN1306
 SN1306  VERT ORDER  -  SECOND    CLASS 0
 SN1306
 SN1306.The horizontal coordinates were scaled from a topographic map and have
 SN1306.an estimated accuracy of +/- 6 seconds.
 SN1306
 SN1306.The orthometric height was determined by differential leveling
 SN1306.and adjusted by the National Geodetic Survey in June 1991..
 SN1306
 SN1306.The geoid height was determined by GEOID03.
 SN1306
 SN1306.The dynamic height is computed by dividing the NAVD 88
 SN1306.geopotential number by the normal gravity value computed on the
 SN1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1306.degrees latitude (g = 980.6199 gals.).
 SN1306
 SN1306.The modeled gravity was interpolated from observed gravity values.
 SN1306
 SN1306;                    North         East    Units  Estimated Accuracy
 SN1306;SPC ND N     -    93,940.      522,990.      MT  (+/- 180 meters Scaled)
 SN1306
 SN1306                          SUPERSEDED SURVEY CONTROL
 SN1306
 SN1306  NGVD 29 (??/??/92)  633.902  (m)         2079.73   (f) ADJ UNCH    2 0
 SN1306
 SN1306.Superseded values are not recommended for survey control.
 SN1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1306.See file dsdata.txt to determine how the superseded data were derived.
 SN1306
 SN1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU107016(NAD 83)
 SN1306_MARKER: DR = REFERENCE MARK DISK
 SN1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1306_STAMPING: BART NO 1 1962
 SN1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1306+STABILITY: SURFACE MOTION
 SN1306
 SN1306  HISTORY     - Date     Condition        Report By
 SN1306  HISTORY     - 1962     MONUMENTED       CGS
 SN1306
 SN1306                          STATION DESCRIPTION
 SN1306
 SN1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1306'3.4 MI SW FROM DOUGLAS.
 SN1306'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1306'AT DOUGLAS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.4
 SN1306'MILE NORTH ALONG A DIRT ROAD, 64 FEET SOUTH OF A FENCE CORNER, 26 FEET
 SN1306'EAST OF THE CENTERLINE OF THE ROAD, 31.6 FEET NORTH OF THE STATION
 SN1306'MARK BART 1962, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SN1306'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1304 ***********************************************************************
 SN1304  DESIGNATION -  BART RM 2
 SN1304  PID         -  SN1304
 SN1304  STATE/COUNTY-  ND/MCLEAN
 SN1304  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1304
 SN1304                         *CURRENT SURVEY CONTROL
 SN1304  ___________________________________________________________________
 SN1304* NAD 83(1986)-  47 50 25.     (N)    101 31 44.     (W)     SCALED    
 SN1304* NAVD 88     -       634.433  (meters)    2081.47   (feet)  ADJUSTED  
 SN1304  ___________________________________________________________________
 SN1304  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1304  DYNAMIC HT  -         634.506 (meters)    2081.71  (feet)  COMP
 SN1304  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SN1304
 SN1304  VERT ORDER  -  SECOND    CLASS 0
 SN1304
 SN1304.The horizontal coordinates were scaled from a topographic map and have
 SN1304.an estimated accuracy of +/- 6 seconds.
 SN1304
 SN1304.The orthometric height was determined by differential leveling
 SN1304.and adjusted by the National Geodetic Survey in June 1991..
 SN1304
 SN1304.The geoid height was determined by GEOID03.
 SN1304
 SN1304.The dynamic height is computed by dividing the NAVD 88
 SN1304.geopotential number by the normal gravity value computed on the
 SN1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1304.degrees latitude (g = 980.6199 gals.).
 SN1304
 SN1304.The modeled gravity was interpolated from observed gravity values.
 SN1304
 SN1304;                    North         East    Units  Estimated Accuracy
 SN1304;SPC ND N     -    93,940.      522,990.      MT  (+/- 180 meters Scaled)
 SN1304
 SN1304                          SUPERSEDED SURVEY CONTROL
 SN1304
 SN1304  NGVD 29 (??/??/92)  634.029  (m)         2080.14   (f) ADJ UNCH    2 0
 SN1304
 SN1304.Superseded values are not recommended for survey control.
 SN1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1304.See file dsdata.txt to determine how the superseded data were derived.
 SN1304
 SN1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU107016(NAD 83)
 SN1304_MARKER: DR = REFERENCE MARK DISK
 SN1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1304_STAMPING: BART NO 2 1962
 SN1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1304+STABILITY: SURFACE MOTION
 SN1304
 SN1304  HISTORY     - Date     Condition        Report By
 SN1304  HISTORY     - 1962     MONUMENTED       CGS
 SN1304
 SN1304                          STATION DESCRIPTION
 SN1304
 SN1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1304'3.4 MI SW FROM DOUGLAS.
 SN1304'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1304'AT DOUGLAS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.4
 SN1304'MILE NORTH ALONG A DIRT ROAD, 8 FEET WEST OF THE CENTERLINE OF THE
 SN1304'ROAD, 32.1 FEET WEST AND ACROSS THE ROAD FROM THE STATION MARK BART
 SN1304'1962, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1304'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0874 ***********************************************************************
 TG0874  DESIGNATION -  BATTERY
 TG0874  PID         -  TG0874
 TG0874  STATE/COUNTY-  ND/MOUNTRAIL
 TG0874  USGS QUAD   -  CHARLSON NE (1965)
 TG0874
 TG0874                         *CURRENT SURVEY CONTROL
 TG0874  ___________________________________________________________________
 TG0874* NAD 83(1996)-  48 10 27.97036(N)    102 47 07.57607(W)     ADJUSTED  
 TG0874* NAVD 88     -       672.743  (meters)    2207.16   (feet)  ADJUSTED  
 TG0874  ___________________________________________________________________
 TG0874  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 TG0874  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG0874  DYNAMIC HT  -         672.843 (meters)    2207.49  (feet)  COMP
 TG0874  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG0874
 TG0874  HORZ ORDER  -  FIRST
 TG0874  VERT ORDER  -  SECOND    CLASS 0
 TG0874
 TG0874.The horizontal coordinates were established by classical geodetic methods
 TG0874.and adjusted by the National Geodetic Survey in January 1998..
 TG0874
 TG0874.The orthometric height was determined by differential leveling
 TG0874.and adjusted by the National Geodetic Survey in June 1991..
 TG0874
 TG0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0874
 TG0874.The geoid height was determined by GEOID03.
 TG0874
 TG0874.The dynamic height is computed by dividing the NAVD 88
 TG0874.geopotential number by the normal gravity value computed on the
 TG0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0874.degrees latitude (g = 980.6199 gals.).
 TG0874
 TG0874.The modeled gravity was interpolated from observed gravity values.
 TG0874
 TG0874;                    North         East     Units Scale Factor Converg.
 TG0874;SPC ND N     -   133,097.566   430,059.788   MT  0.99993707   -1 42 02.4
 TG0874;SPC ND N     -   436,671.80  1,410,957.31   iFT  0.99993707   -1 42 02.4
 TG0874;UTM  13      - 5,338,059.855   664,634.234   MT  0.99993304   +1 39 02.2
 TG0874
 TG0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0874!SPC ND N     -   0.99989740  x   0.99993707  =   0.99983448
 TG0874!UTM  13      -   0.99989740  x   0.99993304  =   0.99983045
 TG0874
 TG0874:                Primary Azimuth Mark                     Grid Az
 TG0874:SPC ND N     -  BATTERY AZ MK                            001 50 43.0
 TG0874:UTM  13      -  BATTERY AZ MK                            358 29 38.4
 TG0874
 TG0874|---------------------------------------------------------------------|
 TG0874| PID    Reference Object                     Distance      Geod. Az  |
 TG0874|                                                           dddmmss.s |
 TG0874| TG0873 BATTERY AZ MK                                      0000840.6 |
 TG0874| TG1819 BATTERY 2                            71.355 METERS 02216     |
 TG0874| TG0876 BATTERY RM 2                          6.282 METERS 18117     |
 TG0874| TG0875 BATTERY RM 1                          5.070 METERS 35715     |
 TG0874|---------------------------------------------------------------------|
 TG0874
 TG0874                          SUPERSEDED SURVEY CONTROL
 TG0874
 TG0874  NAD 83(1986)-  48 10 27.97037(N)    102 47 07.57336(W) AD(       ) 1
 TG0874  NAD 27      -  48 10 27.90500(N)    102 47 05.91700(W) AD(       ) 1
 TG0874  NGVD 29 (??/??/92)  672.274  (m)         2205.62   (f) ADJ UNCH    2 0
 TG0874
 TG0874.Superseded values are not recommended for survey control.
 TG0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0874.See file dsdata.txt to determine how the superseded data were derived.
 TG0874
 TG0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP6463438060(NAD 83)
 TG0874_MARKER: DS = TRIANGULATION STATION DISK
 TG0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0874_STAMPING: BATTERY 1945
 TG0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0874+STABILITY: SURFACE MOTION
 TG0874
 TG0874  HISTORY     - Date     Condition        Report By
 TG0874  HISTORY     - 1945     MONUMENTED       CGS
 TG0874  HISTORY     - 1946     GOOD             NGS
 TG0874  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TG0874  HISTORY     - 1967     GOOD             NGS
 TG0874
 TG0874                          STATION DESCRIPTION
 TG0874
 TG0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG0874'STATION IS LOCATED ABOUT 21 MILES SE OF RAY, 14 MILES S OF
 TG0874'WHITE EARTH, 3 MILES W OF WHITE EARTH RIVER, 3.5 MILES N OF
 TG0874'MISSOURI RIVER, 12.5 MILES S OF U.S. HIGHWAY 2, ON THE W SIDE
 TG0874'OF A N-S GRADED ROAD, IN FENCE LINE, 34 FEET W OF THE CENTER
 TG0874'LINE OF THE GRADED ROAD, 5.4 FEET NE OF A STANDARD WITNESS
 TG0874'POST, AND 0.1 MILE S OF A SMALL SCHOOLHOUSE.  THE DISK IS
 TG0874'STAMPED BATTERY 1945 AND THE MARK PROJECTS 4 INCHES ABOVE THE
 TG0874'GROUND.
 TG0874'
 TG0874'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG0874'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG0874'CONCRETE.
 TG0874'
 TG0874'REFERENCE MARK 1 IS IN THE FENCE LINE, 16.64 FEET N OF THE
 TG0874'STATION.  THE DISK IS STAMPED BATTERY NO 1 1945 AND THE MARK
 TG0874'PROJECTS 6 INCHES ABOVE THE GROUND.
 TG0874'
 TG0874'REFERENCE MARK 2 IS IN THE FENCE LINE, 20.57 FEET S OF THE
 TG0874'STATION.  THE DISK IS STAMPED BATTERY NO 2 1945 AND THE MARK
 TG0874'PROJECTS 6 INCHES ABOVE THE GROUND.
 TG0874'
 TG0874'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN TOPS OF
 TG0874'CONCRETE POSTS.
 TG0874'
 TG0874'AZIMUTH MARK IS ON THE FIRST ROADSIDE RISE N OF THE STATION
 TG0874'DISTANT 0.4 MILE, 27 FEET W OF CENTER LINE OF GRADED ROAD,
 TG0874'4.5 FEET S OF STANDARD WITNESS POST, AND 2 FEET E OF FENCE
 TG0874'LINE.  THE DISK IS STAMPED BATTERY 1945 AND THE MARK PROJECTS
 TG0874'6 INCHES.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 TG0874'POST.
 TG0874'
 TG0874'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. HIGHWAY
 TG0874'2 IN THE S EDGE OF THE SMALL VILLAGE OF RAY, GO E ON U.S.
 TG0874'HIGHWAY 2 FOR 16.1 MILES TO A GRAVELED CROSSROAD AND A SCHOOLHOUSE
 TG0874'IN THE NW INTERSECTION OF CROSSROAD, TURN RIGHT AND FOLLOW
 TG0874'MAIN-TRAVELED ROAD FOR 12.5 MILES TO A SMALL SCHOOLHOUSE ON THE
 TG0874'RIGHT, CONTINUE ON S FOR 0.1 MILE TO THE SUMMIT OF THE GRADE
 TG0874'AND THE STATION ON THE RIGHT AS DESCRIBED.
 TG0874'
 TG0874'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 0.4 MILE
 TG0874'TO THE MARK ON THE LEFT AS DESCRIBED.
 TG0874'
 TG0874'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
 TG0874
 TG0874                          STATION RECOVERY (1946)
 TG0874
 TG0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG0874'16.4 MI S FROM WHITE EARTH.
 TG0874'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0874'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 10.2 MILES ALONG A GRADED
 TG0874'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 TG0874'SOUTH 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK
 TG0874'IS ABOUT 0.1 MILE SOUTH OF A SCHOOL HOUSE, 34.0 FEET WEST OF AND ABOUT
 TG0874'LEVEL WITH THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHEAST OF A 4 X 4
 TG0874'IN. MARKER POST.  A BRONZE DISK STAMPED BATTERY 1945 SET IN THE TOP OF
 TG0874'A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 TG0874
 TG0874                          STATION RECOVERY (1967)
 TG0874
 TG0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG0874'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TG0874'CONDITION.  DUE TO POWER LINE WIRES OVER THE MARK THE STATION COULD
 TG0874'NOT BE OCCUPIED.  TRIANGULATION STATION BATTERY 2 1967, WAS
 TG0874'ESTABLISHED AT THIS DATE, NOTE DISTANCE AND DIRECTION ABOVE.
 TG0874'
 TG0874'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF RAY, 14 MILES
 TG0874'SOUTH OF WHITE EARTH, 3 MILES NORTH OF THE GARRISON RESERVOIR AND
 TG0874'ON THE ROAD-RIGHT-OF-WAY.
 TG0874'
 TG0874'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. HIGHWAY 2
 TG0874'IN THE SOUTH EDGE OF RAY, GO EAST ON U.S. HIGHWAY 2 FOR 16.45 MILES
 TG0874'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 10.1
 TG0874'MILES TO A T-INTERSECTION.  TURN LEFT AND GO EAST FOR 1.0 MILE TO
 TG0874'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 1.15 MILES TO THE
 TG0874'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.4 MILE TO THE
 TG0874'STATION ON THE RIGHT.
 TG0874'
 TG0874'THE STATION MARK IS A STANDARD DISK, STAMPED BATTERY 1945, SET IN
 TG0874'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TG0874'2-INCHES.  IT IS 39.5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE, 34
 TG0874'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET
 TG0874'SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 TG0874'
 TG0874'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATTERY NO 1
 TG0874'1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TG0874'PROJECTS 4-INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE
 TG0874'GRAVELED ROAD, 23.5 FEET SOUTH-SOUTHEAST OF THE POWER LINE POLE
 TG0874'AND 15.0 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 TG0874'
 TG0874'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BATTERY NO 2
 TG0874'1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TG0874'PROJECTS 4-INCHES.  IT IS 60 FEET SOUTH-SOUTHEAST OF THE POWER LINE
 TG0874'POLE, 34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 22.5
 TG0874'FEET SOUTH OF THE METAL WITNESS POST WITH SIGN.
 TG0874'
 TG0874'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BATTERY 1945, SET IN
 TG0874'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TG0874'2-INCHES.  IT IS 37.5 FEET WEST OF THE CENTER OF THE GRAVELED
 TG0874'ROAD, 18 FEET EAST OF A WIRE FENCE AND 2.0 FEET SOUTHWEST OF A
 TG0874'METAL WITNESS POST WITH SIGN.
 TG0874'
 TG0874'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 37.22 FEET OR 11.343
 TG0874'METERS.
 TG0874
 TG0874                          STATION RECOVERY (1967)
 TG0874
 TG0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TG0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1819 ***********************************************************************
 TG1819  DESIGNATION -  BATTERY 2
 TG1819  PID         -  TG1819
 TG1819  STATE/COUNTY-  ND/MOUNTRAIL
 TG1819  USGS QUAD   -  CHARLSON NE (1965)
 TG1819
 TG1819                         *CURRENT SURVEY CONTROL
 TG1819  ___________________________________________________________________
 TG1819* NAD 83(1996)-  48 10 30.10837(N)    102 47 06.26767(W)     ADJUSTED  
 TG1819* NAVD 88     -       672.47   (+/-2cm)    2206.3    (feet)  VERTCON   
 TG1819  ___________________________________________________________________
 TG1819  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 TG1819  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1819
 TG1819  HORZ ORDER  -  FIRST
 TG1819  VERT ORDER  -  THIRD ? (See Below)
 TG1819
 TG1819.The horizontal coordinates were established by classical geodetic methods
 TG1819.and adjusted by the National Geodetic Survey in January 1998..
 TG1819
 TG1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1819.The vertical order pertains to the NGVD 29 superseded value.
 TG1819
 TG1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1819
 TG1819.The geoid height was determined by GEOID03.
 TG1819
 TG1819;                    North         East     Units Scale Factor Converg.
 TG1819;SPC ND N     -   133,162.767   430,088.764   MT  0.99993708   -1 42 01.4
 TG1819;SPC ND N     -   436,885.72  1,411,052.38   iFT  0.99993708   -1 42 01.4
 TG1819;UTM  13      - 5,338,126.638   664,659.349   MT  0.99993315   +1 39 03.2
 TG1819
 TG1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1819!SPC ND N     -   0.99989745  x   0.99993708  =   0.99983453
 TG1819!UTM  13      -   0.99989745  x   0.99993315  =   0.99983060
 TG1819
 TG1819|---------------------------------------------------------------------|
 TG1819| PID    Reference Object                     Distance      Geod. Az  |
 TG1819|                                                           dddmmss.s |
 TG1819| CQ7009 BATTERY 2 RM 3                       26.155 METERS 00601     |
 TG1819| TG0876 BATTERY RM 2                         77.255 METERS 20035     |
 TG1819| TG0874 BATTERY                              71.355 METERS 20216     |
 TG1819| TG0875 BATTERY RM 1                         66.806 METERS 20406     |
 TG1819| TG1827 TIOGA N DAK HWY DEPT RAD MAST       APPROX.17.4 KM 3255519.2 |
 TG1819| TG0873 BATTERY AZ MK                                      3574856.5 |
 TG1819|---------------------------------------------------------------------|
 TG1819
 TG1819                          SUPERSEDED SURVEY CONTROL
 TG1819
 TG1819  NAD 83(1986)-  48 10 30.10827(N)    102 47 06.26504(W) AD(       ) 1
 TG1819  NAD 27      -  48 10 30.04303(N)    102 47 04.60879(W) AD(       ) 1
 TG1819  NGVD 29 (07/19/86)  672.00   (m)         2204.7    (f) LEVELING    3  
 TG1819
 TG1819.Superseded values are not recommended for survey control.
 TG1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1819.See file dsdata.txt to determine how the superseded data were derived.
 TG1819
 TG1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP6465938127(NAD 83)
 TG1819_MARKER: DS = TRIANGULATION STATION DISK
 TG1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1819
 TG1819  HISTORY     - Date     Condition        Report By
 TG1819  HISTORY     - 1967     MONUMENTED       CGS
 TG1819
 TG1819                          STATION DESCRIPTION
 TG1819
 TG1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1819'THE STATION IS LOCATED ABOUT 21 MILES SOUTHEAST OF RAY, 14 MILES
 TG1819'SOUTH OF WHITE EARTH, 3 MILES NORTH OF THE GARRISON RESERVOIR
 TG1819'AND ON PROPERTY OWNED BY DUANE AND ROBERT OLSON.
 TG1819'
 TG1819'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S.
 TG1819'HIGHWAY 2 IN THE SOUTH EDGE OF RAY, GO EAST ON U.S. HIGHWAY 2
 TG1819'FOR 16.45 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 TG1819'GRAVELED ROAD FOR 10.1 MILES TO A T-INTERSECTION.  TURN LEFT
 TG1819'AND GO EAST FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 TG1819'GO SOUTH FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 TG1819'CONTINUE SOUTH FOR 0.4 MILE TO THE STATION ON THE LEFT.
 TG1819'
 TG1819'THE STATION MARK IS A STANDARD DISK, STAMPED BATTERY 2 1967,
 TG1819'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 TG1819'FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET EAST OF THE CENTER
 TG1819'OF THE GRAVELED ROAD, 20 FEET WEST-SOUTHWEST OF A TELEPHONE POLE
 TG1819'AND 6.0 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 TG1819'
 TG1819'BATTERY 1945 IS A STANDARD STATION MARK DISK, STAMPED BATTERY
 TG1819'1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG1819'THAT PROJECTS 2-INCHES.  IT IS 39.5 FEET SOUTH-SOUTHEAST OF A
 TG1819'POWER LINE POLE, 34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 TG1819'AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 TG1819'
 TG1819'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATTERY NO 1 1945,
 TG1819'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TG1819'PROJECTS 4-INCHES.  IT IS 34 FEET WEST OF THE CENTER OF THE
 TG1819'GRAVELED ROAD, 23.5 FEET SOUTH-SOUTHEAST OF THE POWER LINE POLE
 TG1819'AND 15.0 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 TG1819'
 TG1819'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BATTERY NO 2 1945,
 TG1819'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TG1819'4-INCHES.  IT IS 60 FEET SOUTH-SOUTHEAST OF THE POWER LINE POLE,
 TG1819'34 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 22.5 FEET
 TG1819'SOUTH OF THE METAL WITNESS POST WITH SIGN.
 TG1819'
 TG1819'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BATTERY 2 NO 3
 TG1819'1967 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 TG1819'IS FLUSH WITH THE GROUND SURFACE.  IT IS 85.5 FEET NORTH OF THE
 TG1819'METAL WITNESS POST WITH SIGN, 83 FEET NORTH-NORTHWEST OF THE
 TG1819'TELPHONE POLE AND 66 FEET EAST OF THE CENTER OF THE GRAVELED
 TG1819'ROAD.
 TG1819'
 TG1819'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BATTERY 1945, SET
 TG1819'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TG1819'2-INCHES.  IT IS 37.5 FEET WEST OF THE CENTER OF THE GRAVELED
 TG1819'ROAD, 18 FEET EAST OF A WIRE FENCE AND 2.0 FEET SOUTHWEST OF A
 TG1819'METAL WITNESS POST WITH SIGN.
 TG1819'
 TG1819'NOTE--TRAVERSE CONNECTION TO STATION BATTERY 1945 ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0873 ***********************************************************************
 TG0873  DESIGNATION -  BATTERY AZ MK
 TG0873  PID         -  TG0873
 TG0873  STATE/COUNTY-  ND/MOUNTRAIL
 TG0873  USGS QUAD   -  CHARLSON NE (1965)
 TG0873
 TG0873                         *CURRENT SURVEY CONTROL
 TG0873  ___________________________________________________________________
 TG0873* NAD 83(1986)-  48 10 48.     (N)    102 47 07.     (W)     SCALED    
 TG0873* NAVD 88     -       662.809  (meters)    2174.57   (feet)  ADJUSTED  
 TG0873  ___________________________________________________________________
 TG0873  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG0873  DYNAMIC HT  -         662.907 (meters)    2174.89  (feet)  COMP
 TG0873  MODELED GRAV-     980,737.2   (mgal)                       NAVD 88
 TG0873
 TG0873  VERT ORDER  -  SECOND    CLASS 0
 TG0873
 TG0873.The horizontal coordinates were scaled from a topographic map and have
 TG0873.an estimated accuracy of +/- 6 seconds.
 TG0873
 TG0873.The orthometric height was determined by differential leveling
 TG0873.and adjusted by the National Geodetic Survey in June 1991..
 TG0873
 TG0873.The geoid height was determined by GEOID03.
 TG0873
 TG0873.The dynamic height is computed by dividing the NAVD 88
 TG0873.geopotential number by the normal gravity value computed on the
 TG0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0873.degrees latitude (g = 980.6199 gals.).
 TG0873
 TG0873.The modeled gravity was interpolated from observed gravity values.
 TG0873
 TG0873;                    North         East    Units  Estimated Accuracy
 TG0873;SPC ND N     -   133,720.      430,090.      MT  (+/- 180 meters Scaled)
 TG0873
 TG0873                          SUPERSEDED SURVEY CONTROL
 TG0873
 TG0873  NGVD 29 (??/??/92)  662.34   (m)         2173.0    (f) COMPUTED    2 0
 TG0873
 TG0873.Superseded values are not recommended for survey control.
 TG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0873.See file dsdata.txt to determine how the superseded data were derived.
 TG0873
 TG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP646386(NAD 83)
 TG0873_MARKER: DZ = AZIMUTH MARK DISK
 TG0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0873_STAMPING: BATTERY 1945
 TG0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0873+STABILITY: SURFACE MOTION
 TG0873
 TG0873  HISTORY     - Date     Condition        Report By
 TG0873  HISTORY     - 1945     MONUMENTED       CGS
 TG0873  HISTORY     - 1946     GOOD             NGS
 TG0873  HISTORY     - 1967     GOOD             NGS
 TG0873
 TG0873                          STATION DESCRIPTION
 TG0873
 TG0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0873'15.9 MI S FROM WHITE EARTH.
 TG0873'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0873'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 10.2 MILES ALONG A GRADED
 TG0873'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 TG0873'SOUTH 1.1 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK
 TG0873'IS ABOUT 0.4 MILE NORTH OF A SCHOOL HOUSE, 27.0 FEET WEST OF AND ABOUT
 TG0873'LEVEL WITH THE CENTER LINE OF THE ROAD, 4.5 FEET SOUTH OF A 4 X 4 IN.
 TG0873'MARKER POST AND 2.0 FEET EAST OF A FENCE.  A BRONZE DISK STAMPED
 TG0873'BATTERY 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6
 TG0873'INCHES ABOVE GROUND.
 TG0873
 TG0873                          STATION RECOVERY (1967)
 TG0873
 TG0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TG0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0875 ***********************************************************************
 TG0875  DESIGNATION -  BATTERY RM 1
 TG0875  PID         -  TG0875
 TG0875  STATE/COUNTY-  ND/MOUNTRAIL
 TG0875  USGS QUAD   -  CHARLSON NE (1965)
 TG0875
 TG0875                         *CURRENT SURVEY CONTROL
 TG0875  ___________________________________________________________________
 TG0875* NAD 83(1986)-  48 10 27.     (N)    102 47 07.     (W)     SCALED    
 TG0875* NAVD 88     -       672.825  (meters)    2207.43   (feet)  ADJUSTED  
 TG0875  ___________________________________________________________________
 TG0875  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG0875  DYNAMIC HT  -         672.925 (meters)    2207.75  (feet)  COMP
 TG0875  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG0875
 TG0875  VERT ORDER  -  SECOND    CLASS 0
 TG0875
 TG0875.The horizontal coordinates were scaled from a topographic map and have
 TG0875.an estimated accuracy of +/- 6 seconds.
 TG0875
 TG0875.The orthometric height was determined by differential leveling
 TG0875.and adjusted by the National Geodetic Survey in June 1991..
 TG0875
 TG0875.The geoid height was determined by GEOID03.
 TG0875
 TG0875.The dynamic height is computed by dividing the NAVD 88
 TG0875.geopotential number by the normal gravity value computed on the
 TG0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0875.degrees latitude (g = 980.6199 gals.).
 TG0875
 TG0875.The modeled gravity was interpolated from observed gravity values.
 TG0875
 TG0875;                    North         East    Units  Estimated Accuracy
 TG0875;SPC ND N     -   133,070.      430,070.      MT  (+/- 180 meters Scaled)
 TG0875
 TG0875                          SUPERSEDED SURVEY CONTROL
 TG0875
 TG0875  NGVD 29 (??/??/92)  672.356  (m)         2205.89   (f) ADJ UNCH    2 0
 TG0875
 TG0875.Superseded values are not recommended for survey control.
 TG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0875.See file dsdata.txt to determine how the superseded data were derived.
 TG0875
 TG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP646380(NAD 83)
 TG0875_MARKER: DR = REFERENCE MARK DISK
 TG0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0875_STAMPING: BATTERY NO 1 1945
 TG0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0875+STABILITY: SURFACE MOTION
 TG0875
 TG0875  HISTORY     - Date     Condition        Report By
 TG0875  HISTORY     - 1945     MONUMENTED       CGS
 TG0875  HISTORY     - 1946     GOOD             NGS
 TG0875  HISTORY     - 1967     GOOD             NGS
 TG0875
 TG0875                          STATION DESCRIPTION
 TG0875
 TG0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0875'16.4 MI S FROM WHITE EARTH.
 TG0875'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0875'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 10.2 MILES ALONG A GRADED
 TG0875'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 TG0875'SOUTH 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK
 TG0875'IS ABOUT 0.1 MILE SOUTH OF A SCHOOL HOUSE, 34.0 FEET WEST OF AND ABOUT
 TG0875'LEVEL WITH THE CENTER LINE OF THE ROAD, 20.6 FEET NORTH OF A 4 X 4 IN.
 TG0875'MARKER POST, 16.6 FEET NORTH OF TRIANGULATION STATION BATTERY. A
 TG0875'BRONZE DISK STAMPED BATTERY NO 1 1945 SET IN THE TOP OF A CONCRETE
 TG0875'POST WHICH PROJECTS ABOUT 7 INCHES ABOVE GROUND.
 TG0875
 TG0875                          STATION RECOVERY (1967)
 TG0875
 TG0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TG0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0876 ***********************************************************************
 TG0876  DESIGNATION -  BATTERY RM 2
 TG0876  PID         -  TG0876
 TG0876  STATE/COUNTY-  ND/MOUNTRAIL
 TG0876  USGS QUAD   -  CHARLSON NE (1965)
 TG0876
 TG0876                         *CURRENT SURVEY CONTROL
 TG0876  ___________________________________________________________________
 TG0876* NAD 83(1986)-  48 10 27.     (N)    102 47 07.     (W)     SCALED    
 TG0876* NAVD 88     -       672.721  (meters)    2207.09   (feet)  ADJUSTED  
 TG0876  ___________________________________________________________________
 TG0876  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG0876  DYNAMIC HT  -         672.821 (meters)    2207.41  (feet)  COMP
 TG0876  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG0876
 TG0876  VERT ORDER  -  SECOND    CLASS 0
 TG0876
 TG0876.The horizontal coordinates were scaled from a topographic map and have
 TG0876.an estimated accuracy of +/- 6 seconds.
 TG0876
 TG0876.The orthometric height was determined by differential leveling
 TG0876.and adjusted by the National Geodetic Survey in June 1991..
 TG0876
 TG0876.The geoid height was determined by GEOID03.
 TG0876
 TG0876.The dynamic height is computed by dividing the NAVD 88
 TG0876.geopotential number by the normal gravity value computed on the
 TG0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0876.degrees latitude (g = 980.6199 gals.).
 TG0876
 TG0876.The modeled gravity was interpolated from observed gravity values.
 TG0876
 TG0876;                    North         East    Units  Estimated Accuracy
 TG0876;SPC ND N     -   133,070.      430,070.      MT  (+/- 180 meters Scaled)
 TG0876
 TG0876                          SUPERSEDED SURVEY CONTROL
 TG0876
 TG0876  NGVD 29 (??/??/92)  672.253  (m)         2205.55   (f) ADJ UNCH    2 0
 TG0876
 TG0876.Superseded values are not recommended for survey control.
 TG0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0876.See file dsdata.txt to determine how the superseded data were derived.
 TG0876
 TG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP646380(NAD 83)
 TG0876_MARKER: DR = REFERENCE MARK DISK
 TG0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0876_STAMPING: BATTERY NO 2 1945
 TG0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0876+STABILITY: SURFACE MOTION
 TG0876
 TG0876  HISTORY     - Date     Condition        Report By
 TG0876  HISTORY     - 1945     MONUMENTED       CGS
 TG0876  HISTORY     - 1946     GOOD             NGS
 TG0876  HISTORY     - 1967     GOOD             NGS
 TG0876
 TG0876                          STATION DESCRIPTION
 TG0876
 TG0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0876'16.4 MI S FROM WHITE EARTH.
 TG0876'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0876'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 10.2 MILES ALONG A GRADED
 TG0876'DIRT ROAD, THENCE EAST 1.1 MILES ALONG A GRADED DIRT ROAD, THENCE
 TG0876'SOUTH 1.6 MILES ALONG A GRADED DIRT ROAD TO SITE OF MARK, BENCH MARK
 TG0876'IS ABOUT 0.1 MILE SOUTH OF A SCHOOL HOUSE, 34.0 FEET WEST OF AND ABOUT
 TG0876'LEVEL WITH THE CENTER LINE OF THE ROAD, 20.6 FEET SOUTH OF
 TG0876'TRIANGULATION STATION BATTERY, 17.0 FEET SOUTH OF A 4 X 4 IN. MARKER
 TG0876'POST.  A BRONZE DISK STAMPED BATTERY NO 2 1945 SET IN THE TOP OF A
 TG0876'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 TG0876
 TG0876                          STATION RECOVERY (1967)
 TG0876
 TG0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TG0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0826 ***********************************************************************
 RR0826  DESIGNATION -  BATTLE
 RR0826  PID         -  RR0826
 RR0826  STATE/COUNTY-  ND/SIOUX
 RR0826  USGS QUAD   -  FORT YATES NW (1968)
 RR0826
 RR0826                         *CURRENT SURVEY CONTROL
 RR0826  ___________________________________________________________________
 RR0826* NAD 83(1996)-  46 08 47.29882(N)    100 39 09.00451(W)     ADJUSTED  
 RR0826* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 RR0826  ___________________________________________________________________
 RR0826  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 RR0826  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0826
 RR0826  HORZ ORDER  -  SECOND
 RR0826
 RR0826.The horizontal coordinates were established by classical geodetic methods
 RR0826.and adjusted by the National Geodetic Survey in January 1998..
 RR0826
 RR0826.The orthometric height was scaled from a topographic map.
 RR0826
 RR0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0826
 RR0826.The geoid height was determined by GEOID03.
 RR0826
 RR0826;                    North         East     Units Scale Factor Converg.
 RR0826;SPC ND S     -    53,345.211   588,217.880   MT  1.00000745   -0 06 40.4
 RR0826;SPC ND S     -   175,017.10  1,929,848.69   iFT  1.00000745   -0 06 40.4
 RR0826;UTM  14      - 5,111,649.020   372,381.744   MT  0.99980021   -1 11 30.5
 RR0826
 RR0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0826!SPC ND S     -   0.99991630  x   1.00000745  =   0.99992375
 RR0826!UTM  14      -   0.99991630  x   0.99980021  =   0.99971652
 RR0826
 RR0826:                Primary Azimuth Mark                     Grid Az
 RR0826:SPC ND S     -  N 380                                    122 00 40.9
 RR0826:UTM  14      -  N 380                                    123 05 31.0
 RR0826
 RR0826|---------------------------------------------------------------------|
 RR0826| PID    Reference Object                     Distance      Geod. Az  |
 RR0826|                                                           dddmmss.s |
 RR0826| RR0154 N 380                                              1215400.5 |
 RR0826| CO4308 BATTLE RM 1                          28.390 METERS 19515     |
 RR0826| CO4309 BATTLE RM 2                          15.242 METERS 28543     |
 RR0826|---------------------------------------------------------------------|
 RR0826
 RR0826                          SUPERSEDED SURVEY CONTROL
 RR0826
 RR0826  NAD 83(1986)-  46 08 47.29032(N)    100 39 08.99800(W) AD(       ) 2
 RR0826  NAD 27      -  46 08 47.31500(N)    100 39 07.53800(W) AD(       ) 2
 RR0826
 RR0826.Superseded values are not recommended for survey control.
 RR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0826.See file dsdata.txt to determine how the superseded data were derived.
 RR0826
 RR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7238211649(NAD 83)
 RR0826_MARKER: DS = TRIANGULATION STATION DISK
 RR0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0826
 RR0826  HISTORY     - Date     Condition        Report By
 RR0826  HISTORY     - 1948     MONUMENTED       CGS
 RR0826  HISTORY     - 1957     GOOD             CGS
 RR0826
 RR0826                          STATION DESCRIPTION
 RR0826
 RR0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0826'STATION IS LOCATED 1 MILE WEST AND 3.5 MILES NORTH OF FORT
 RR0826'YATES, 1 MILE WEST OF THE MISSOURI RIVER, AND ON STANDING
 RR0826'ROCK INDIAN RESERVATION.
 RR0826'
 RR0826'TO REACH FROM THE STANDARD OIL SERVICE STATION IN THE SOUTHEAST
 RR0826'EDGE OF FORT YATES, GO WEST FOR 1.0 MILE TO THE JUNCTION OF
 RR0826'STATE HIGHWAY 24, TURN RIGHT AND GO NORTH ON HIGHWAY 24 FOR
 RR0826'2.0 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 1.2 MILES
 RR0826'TO CROSSROADS, CONTINUE ON MAIN ROAD FOR 0.6 MILE TO THE AZIMUTH
 RR0826'MARK ON RIGHT, RETURN TO CROSSROADS, TURN RIGHT AND GO WEST FOR
 RR0826'0.4 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND FOLLOW
 RR0826'DRIVEWAY TOWARD LOG CABINS FOR 0.1 MILE TO A WIRE GATE, GO
 RR0826'THROUGH GATE AND TAKE EXTREME LEFT FORK AND GO WEST ON TRACK
 RR0826'ROAD, CROSSING TWO DRAWS, FOR 0.25 MILE, TURN RIGHT JUST
 RR0826'BEFORE REACHING THE THIRD DRAW AND GO NORTH ALONG THE RIGHT
 RR0826'HAND SIDE OF DRAW FOR 0.1 MILE TO HEAD OF DRAW ON THE
 RR0826'LEFT, FROM HERE PICK OUT ROAD NORTH FOR 0.1 MILE TO TOP OF
 RR0826'RIDGE, FROM TOP OF RIDGE GO NORTH-NORTHEAST, PASSING JUST
 RR0826'TO THE LEFT OF A SMALL BUMP, FOR 0.15 MILE TO THE
 RR0826'NORTHEAST CORNER OF FLAT-TOPPED RIDGE AND STATION SITE.
 RR0826'
 RR0826'STATION IS 8 FEET SOUTHWEST OF A WITNESS POST.  IT IS A
 RR0826'CONCRETE MONUMENT PROJECTING 5 INCHES, AND THE DISK IS STAMPED
 RR0826'BATTLE 1948.
 RR0826'
 RR0826'REFERENCE MARK NO. 1 IS A CONCRETE MONUMENT PROJECTING 3 INCHES,
 RR0826'AND THE DISK IS STAMPED BATTLE NO 1 1948.
 RR0826'
 RR0826'REFERENCE MARK NO. 2 IS A CONCRETE MONUMENT PROJECTING 4 INCHES,
 RR0826'AND THE DISK IS STAMPED BATTLE NO 2 1948.
 RR0826'
 RR0826'USC AND GS BM N380 1945 IS 33 FEET EAST OF THE APPROXIMATE
 RR0826'CENTERLINE OF STATE HIGHWAY 24, 2 FEET SOUTH OF A WITNESS
 RR0826'POST.  IT IS A CONCRETE MONUMENT PROJECTING 4 INCHES, AND THE
 RR0826'DISK IS STAMPED N 380 1945.
 RR0826'
 RR0826'OBSERVATIONS MADE FROM A 4-FOOT, WOODEN STAND.
 RR0826'
 RR0826'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0826
 RR0826                          STATION RECOVERY (1957)
 RR0826
 RR0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0826'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0826'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0826'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0825 ***********************************************************************
 RR0825  DESIGNATION -  BATTLE CREEK
 RR0825  PID         -  RR0825
 RR0825  STATE/COUNTY-  ND/SIOUX
 RR0825  USGS QUAD   -  FORT YATES NW (1968)
 RR0825
 RR0825                         *CURRENT SURVEY CONTROL
 RR0825  ___________________________________________________________________
 RR0825* NAD 83(1996)-  46 08 47.44287(N)    100 39 09.12505(W)     ADJUSTED  
 RR0825* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 RR0825  ___________________________________________________________________
 RR0825  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 RR0825  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0825
 RR0825  HORZ ORDER  -  SECOND
 RR0825
 RR0825.The horizontal coordinates were established by classical geodetic methods
 RR0825.and adjusted by the National Geodetic Survey in January 1998..
 RR0825
 RR0825.The orthometric height was scaled from a topographic map.
 RR0825
 RR0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0825
 RR0825.The geoid height was determined by GEOID03.
 RR0825
 RR0825;                    North         East     Units Scale Factor Converg.
 RR0825;SPC ND S     -    53,349.664   588,215.301   MT  1.00000744   -0 06 40.5
 RR0825;SPC ND S     -   175,031.71  1,929,840.23   iFT  1.00000744   -0 06 40.5
 RR0825;UTM  14      - 5,111,653.520   372,379.250   MT  0.99980022   -1 11 30.6
 RR0825
 RR0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0825!SPC ND S     -   0.99991630  x   1.00000744  =   0.99992374
 RR0825!UTM  14      -   0.99991630  x   0.99980022  =   0.99971653
 RR0825
 RR0825:                Primary Azimuth Mark                     Grid Az
 RR0825:SPC ND S     -  FORT YATES                               166 01 51.8
 RR0825:UTM  14      -  FORT YATES                               167 06 41.9
 RR0825
 RR0825|---------------------------------------------------------------------|
 RR0825| PID    Reference Object                     Distance      Geod. Az  |
 RR0825|                                                           dddmmss.s |
 RR0825| RR0822 FORT YATES                          APPROX. 5.3 KM 1655511.3 |
 RR0825|---------------------------------------------------------------------|
 RR0825
 RR0825                          SUPERSEDED SURVEY CONTROL
 RR0825
 RR0825  NAD 83(1986)-  46 08 47.43444(N)    100 39 09.11829(W) AD(       ) 2
 RR0825  NAD 27      -  46 08 47.45600(N)    100 39 07.66400(W) AD(       ) 2
 RR0825
 RR0825.Superseded values are not recommended for survey control.
 RR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0825.See file dsdata.txt to determine how the superseded data were derived.
 RR0825
 RR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7237911654(NAD 83)
 RR0825_MARKER: Z = SEE DESCRIPTION
 RR0825_SETTING: 0 = UNSPECIFIED SETTING
 RR0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0825
 RR0825  HISTORY     - Date     Condition        Report By
 RR0825  HISTORY     - 1889     MONUMENTED       MORC
 RR0825
 RR0825                          STATION DESCRIPTION
 RR0825
 RR0825'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0825'BATTLE CREEK IS ON RIGHT BANK, ON A DETACHED HILL, ONE-HALF
 RR0825'MILE SOUTH FROM BATTLE CREEK, AND ONE-HALF MILE FROM RIVER,
 RR0825'20 FEET FROM EDGE OF BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0747 ***********************************************************************
 RQ0747  DESIGNATION -  BAUER
 RQ0747  PID         -  RQ0747
 RQ0747  STATE/COUNTY-  ND/MCINTOSH
 RQ0747  USGS QUAD   -  MAY LAKE NW (1982)
 RQ0747
 RQ0747                         *CURRENT SURVEY CONTROL
 RQ0747  ___________________________________________________________________
 RQ0747* NAD 83(1996)-  46 08 53.42195(N)    099 38 34.52111(W)     ADJUSTED  
 RQ0747* NAVD 88     -       682.5    (meters)    2239.     (feet)  VERTCON   
 RQ0747  ___________________________________________________________________
 RQ0747  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 RQ0747  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 RQ0747
 RQ0747  HORZ ORDER  -  FIRST
 RQ0747
 RQ0747.The horizontal coordinates were established by classical geodetic methods
 RQ0747.and adjusted by the National Geodetic Survey in January 1998..
 RQ0747
 RQ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0747
 RQ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0747
 RQ0747.The geoid height was determined by GEOID03.
 RQ0747
 RQ0747;                    North         East     Units Scale Factor Converg.
 RQ0747;SPC ND S     -    53,884.057   666,213.760   MT  1.00000710   +0 37 30.5
 RQ0747;SPC ND S     -   176,784.96  2,185,740.68   iFT  1.00000710   +0 37 30.5
 RQ0747;UTM  14      - 5,110,711.602   450,350.115   MT  0.99963030   -0 27 49.1
 RQ0747
 RQ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0747!SPC ND S     -   0.99989658  x   1.00000710  =   0.99990368
 RQ0747!UTM  14      -   0.99989658  x   0.99963030  =   0.99952692
 RQ0747
 RQ0747|---------------------------------------------------------------------|
 RQ0747| PID    Reference Object                     Distance      Geod. Az  |
 RQ0747|                                                           dddmmss.s |
 RQ0747| CO4314 BAUER RM 1                           18.416 METERS 09914     |
 RQ0747| CO4313 BAUER AZ MK                                        2064335.8 |
 RQ0747| CO4315 BAUER RM 2                           37.079 METERS 22143     |
 RQ0747|---------------------------------------------------------------------|
 RQ0747
 RQ0747                          SUPERSEDED SURVEY CONTROL
 RQ0747
 RQ0747  NAD 83(1986)-  46 08 53.41867(N)    099 38 34.51698(W) AD(       ) 1
 RQ0747  NAD 27      -  46 08 53.50400(N)    099 38 33.11100(W) AD(       ) 1
 RQ0747  NGVD 29 (07/19/86)  682.0    (m)         2238.     (f) VERT ANG       
 RQ0747
 RQ0747.Superseded values are not recommended for survey control.
 RQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0747.See file dsdata.txt to determine how the superseded data were derived.
 RQ0747
 RQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS5035010712(NAD 83)
 RQ0747_MARKER: DS = TRIANGULATION STATION DISK
 RQ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0747
 RQ0747  HISTORY     - Date     Condition        Report By
 RQ0747  HISTORY     - 1934     MONUMENTED       CGS
 RQ0747  HISTORY     - 1959     GOOD             CGS
 RQ0747  HISTORY     - 1975     GOOD             USGS
 RQ0747  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 RQ0747
 RQ0747                          STATION DESCRIPTION
 RQ0747
 RQ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0747'STATION IS ABOUT 8 MILES W AND 1/2 MILE N OF DANZIG, IN THE
 RQ0747'CENTER OF THE SW 1/4 OF SEC. 24, T 131 N, R 72 W, ON LAND
 RQ0747'OWNED BY CHRIST BAUER WHO LIVES ABOUT 1/4 MILE SW OF STATION.
 RQ0747'IT IS ON A LOW FLAT HILL WHICH IS THE HIGHEST POINT IN THE
 RQ0747'VICINITY.  MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 RQ0747'
 RQ0747'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS
 RQ0747'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 RQ0747'
 RQ0747'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN DRILL HOLE
 RQ0747'IN A BOULDER.
 RQ0747'
 RQ0747'REFERENCE MARK NO. 1 IS 18.410 METERS AND 60.40 FEET E OF
 RQ0747'STATION.  MARK PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.
 RQ0747'
 RQ0747'REFERENCE MARK NO. 2 IS 37.065 METERS AND 121.60 FEET SW OF
 RQ0747'STATION, MARK IS SET IN TOP OF BOULDER (LARGEST IN VICINITY).
 RQ0747'
 RQ0747'AZIMUTH MARK (LAPLACE) IS LOCATED ABOUT 2.9 MILES FROM STATION
 RQ0747'AND IS REACHED FROM MR. BAUERS HOUSE BY GOING W TO THE N AND
 RQ0747'S ROAD, THENCE LEFT (S) 2.2 MILES TO CROSSROADS, TURN RIGHT
 RQ0747'(W) AND GO 1.0 MILE TO CROSSROADS, TURN LEFT (S) AND GO 0.2
 RQ0747'MILE TO TOP OF GRADE AND MARK ON LEFT.  IT IS ON N AND S FENCE
 RQ0747'LINE, 30 FEET E OF CENTER LINE OF N AND S ROAD.
 RQ0747'
 RQ0747'STATION IS REACHED FROM THE N EDGE OF DANZIG BY GOING W ON
 RQ0747'STATE HIGHWAY 3 FOR 4.25 MILES TO WHERE IT TURNS N, THEN LEAVE
 RQ0747'HIGHWAY 3 AND CONTINUE W ON GRADED DIRT ROAD 4.0 MILES TO
 RQ0747'SECTION CORNER, TURN N AND GO 0.15 MILE TO MR. BAUERS HOUSE,
 RQ0747'FROM MR. BAUERS HOUSE GO NE THROUGH PASTURE ABOUT 0.25 MILE
 RQ0747'TO STATION.
 RQ0747'
 RQ0747'HEIGHT OF LIGHT ABOVE STATION MARK - 3.7 METERS.
 RQ0747
 RQ0747                          STATION RECOVERY (1959)
 RQ0747
 RQ0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0747'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0747'CONDITION.
 RQ0747'
 RQ0747'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM DANZIG IS
 RQ0747'ADEQUATE.
 RQ0747
 RQ0747                          STATION RECOVERY (1975)
 RQ0747
 RQ0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0747'STATION,REFERENCE AND AZIMUTH MARKS RECOVERED AS DESCRIBED.
 RQ0747
 RQ0747                          STATION RECOVERY (2006)
 RQ0747
 RQ0747'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PFW)
 RQ0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1617 ***********************************************************************
 SN1617  DESIGNATION -  BAUER
 SN1617  PID         -  SN1617
 SN1617  STATE/COUNTY-  ND/MCLEAN
 SN1617  USGS QUAD   -  RUSO (1981)
 SN1617
 SN1617                         *CURRENT SURVEY CONTROL
 SN1617  ___________________________________________________________________
 SN1617* NAD 83(1996)-  47 48 32.01716(N)    100 58 18.80662(W)     ADJUSTED  
 SN1617* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 SN1617  ___________________________________________________________________
 SN1617  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 SN1617  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SN1617
 SN1617  HORZ ORDER  -  SECOND
 SN1617
 SN1617.The horizontal coordinates were established by classical geodetic methods
 SN1617.and adjusted by the National Geodetic Survey in January 1998..
 SN1617
 SN1617.The orthometric height was scaled from a topographic map.
 SN1617
 SN1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1617
 SN1617.The geoid height was determined by GEOID03.
 SN1617
 SN1617;                    North         East     Units Scale Factor Converg.
 SN1617;SPC ND N     -    90,041.326   564,657.209   MT  0.99994737   -0 21 04.1
 SN1617;SPC ND N     -   295,411.17  1,852,549.90   iFT  0.99994737   -0 21 04.1
 SN1617;UTM  14      - 5,296,942.523   352,366.210   MT  0.99986783   -1 27 40.5
 SN1617
 SN1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1617!SPC ND N     -   0.99989881  x   0.99994737  =   0.99984619
 SN1617!UTM  14      -   0.99989881  x   0.99986783  =   0.99976665
 SN1617
 SN1617:                Primary Azimuth Mark                     Grid Az
 SN1617:SPC ND N     -  BAUER AZ MK 2                            000 28 34.8
 SN1617:UTM  14      -  BAUER AZ MK 2                            001 35 11.2
 SN1617
 SN1617|---------------------------------------------------------------------|
 SN1617| PID    Reference Object                     Distance      Geod. Az  |
 SN1617|                                                           dddmmss.s |
 SN1617| CO4320 BAUER AZ MK 2                                      0000730.7 |
 SN1617| CO4319 BAUER AZ MK                                        0024917.7 |
 SN1617| CO4321 BAUER RM 1                           24.811 METERS 05331     |
 SN1617| CO4322 BAUER RM 2                           22.147 METERS 11236     |
 SN1617|---------------------------------------------------------------------|
 SN1617
 SN1617                          SUPERSEDED SURVEY CONTROL
 SN1617
 SN1617  NAD 83(1986)-  47 48 32.01871(N)    100 58 18.80232(W) AD(       ) 2
 SN1617  NAD 27      -  47 48 32.00550(N)    100 58 17.27520(W) AD(       ) 2
 SN1617
 SN1617.Superseded values are not recommended for survey control.
 SN1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1617.See file dsdata.txt to determine how the superseded data were derived.
 SN1617
 SN1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5236696943(NAD 83)
 SN1617_MARKER: DS = TRIANGULATION STATION DISK
 SN1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1617
 SN1617  HISTORY     - Date     Condition        Report By
 SN1617  HISTORY     - 1962     MONUMENTED       CGS
 SN1617  HISTORY     - 1967     GOOD             CGS
 SN1617
 SN1617                          STATION DESCRIPTION
 SN1617
 SN1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1617'THE STATION IS LOCATED 2 MILES WEST AND 1.6 MILES SOUTH
 SN1617'OF THE TOWN OF RUSO, IN THE SE 1/4 OF SEC. 13, T150N, R81W, ON
 SN1617'TOP OF A CUT BANK.
 SN1617'
 SN1617'TO REACH FROM WHERE THE RAILROAD CROSSES STATE HIGHWAY 41
 SN1617'IN RUSO, GO SOUTH ON STATE HIGHWAY 41 FOR 1.15 MILES TO MC LEAN
 SN1617'COUNTY ROAD 2.  TURN RIGHT AND GO WEST 2 MILES TO A CROSSROAD
 SN1617'AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.  TURN LEFT,
 SN1617'SOUTH AND GO 0.6 MILE TO THE STATION ON THE RIGHT ON TOP OF THE
 SN1617'CUT BANK OF THE ROAD.
 SN1617'
 SN1617'THE STATION MARK IS A STANDARD DISK STAMPED BAUER 1962 AND
 SN1617'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1617'PROJECTS 1 FOOT.  IT IS 69 FEET WEST OF A CUT BANK AND 2.8
 SN1617'FEET WEST OF THE WITNESS POST.
 SN1617'
 SN1617'REFERENCE MARK NO. 1, STAMPED BAUER NO 1 1962, IS A STANDARD
 SN1617'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1617'WHICH PROJECTS 6 INCHES.  IT IS 84 FEET NORTHEAST OF THE
 SN1617'WITNESS POST AND 3 FEET WEST OF A CUT BANK.
 SN1617'
 SN1617'REFERENCE MARK NO. 2, STAMPED BAUER NO 2 1962, IS A STANDARD
 SN1617'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1617'WHICH PROJECTS 4 INCHES.  IT IS 75 FEET SOUTHEAST OF THE
 SN1617'WITNESS POST AND 1.5 FEET WEST OF A CUT BANK.
 SN1617'
 SN1617'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAUER 1962 AND
 SN1617'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1617'PROJECTS 4 INCHES.  IT IS 70 FEET NORTHEAST OF THE CENTER OF
 SN1617'A CROSSROADS, 2.5 FEET WEST OF A FENCE CORNER AND 2 FEET
 SN1617'SOUTH OF THE WITNESS POST.
 SN1617
 SN1617                          STATION RECOVERY (1967)
 SN1617
 SN1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 SN1617'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1617'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY CONSTRUCTION
 SN1617'SO A NEW MARK WAS ESTABLISHED AND THE ORIGINAL AZIMUTH WAS
 SN1617'DESTROYED.
 SN1617'
 SN1617'THE STATION IS 68 FEET WEST OF THE ROAD BANK AND 2.8 FEET
 SN1617'WEST OF A METAL WITNESS POST.
 SN1617'
 SN1617'TO REACH FROM RUSO, FROM THE RAILROAD CROSSING ON STATE
 SN1617'HIGHWAY 41 AT THE EAST EDGE OF TOWN, GO SOUTH ON STATE HIGHWAY
 SN1617'41 FOR 1.15 MILES TO JUNCTION WITH STATE HIGHWAY 53, TURN RIGHT
 SN1617'AND GO WEST ON HIGHWAY 53 FOR 2.0 MILES TO CROSSROADS AND
 SN1617'AZIMUTH MARK IN THE SOUTHWEST ANGLE, TURN LEFT AND GO SOUTH
 SN1617'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 SN1617'
 SN1617'R.M. NO. 1 IS TO THE NORTHEAST OF THE STATION AND IS ABOUT
 SN1617'3 FEET WEST OF THE EDGE OF THE ROAD BANK.
 SN1617'
 SN1617'R.M. NO. 2 IS EAST-SOUTHEAST OF THE STATION AND IS ABOUT 1.5
 SN1617'FEET WEST OF THE ROAD BANK.
 SN1617'
 SN1617'THE AZIMUTH MARK IS ABOUT 140 FEET WEST OF THE CENTERLINE OF
 SN1617'THE NORTH-SOUTH ROAD, 99 FEET SOUTH OF THE CENTERLINE OF THE
 SN1617'EAST-WEST ROAD AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 SN1617'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BAUER 1962 AZ
 SN1617'2 1967.
 SN1617'
 SN1617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 SN1617'SOUTHWEST RUSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0847 ***********************************************************************
 SO0847  DESIGNATION -  BEAR
 SO0847  PID         -  SO0847
 SO0847  STATE/COUNTY-  ND/MCKENZIE
 SO0847  USGS QUAD   -  BEAR BUTTE (1972)
 SO0847
 SO0847                         *CURRENT SURVEY CONTROL
 SO0847  ___________________________________________________________________
 SO0847* NAD 83(1996)-  47 39 04.59034(N)    103 31 24.41697(W)     ADJUSTED  
 SO0847* NAVD 88     -       789.8    (meters)    2591.     (feet)  VERTCON   
 SO0847  ___________________________________________________________________
 SO0847  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 SO0847  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 SO0847
 SO0847  HORZ ORDER  -  FIRST
 SO0847
 SO0847.The horizontal coordinates were established by classical geodetic methods
 SO0847.and adjusted by the National Geodetic Survey in January 1998..
 SO0847
 SO0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0847
 SO0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0847
 SO0847.The geoid height was determined by GEOID03.
 SO0847
 SO0847;                    North         East     Units Scale Factor Converg.
 SO0847;SPC ND N     -    76,867.875   372,924.177   MT  0.99996429   -2 14 59.5
 SO0847;SPC ND N     -   252,191.19  1,223,504.52   iFT  0.99996429   -2 14 59.5
 SO0847;UTM  13      - 5,278,598.137   610,883.167   MT  0.99975109   +1 05 28.9
 SO0847
 SO0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0847!SPC ND N     -   0.99987895  x   0.99996429  =   0.99984324
 SO0847!UTM  13      -   0.99987895  x   0.99975109  =   0.99963007
 SO0847
 SO0847|---------------------------------------------------------------------|
 SO0847| PID    Reference Object                     Distance      Geod. Az  |
 SO0847|                                                           dddmmss.s |
 SO0847| CQ7019 BEAR RM 2                             8.660 METERS 10952     |
 SO0847| CQ7017 BEAR AZ MK                                         1382529.8 |
 SO0847| CQ7018 BEAR RM 1                             9.680 METERS 35150     |
 SO0847|---------------------------------------------------------------------|
 SO0847
 SO0847                          SUPERSEDED SURVEY CONTROL
 SO0847
 SO0847  NAD 83(1986)-  47 39 04.58925(N)    103 31 24.40798(W) AD(       ) 1
 SO0847  NAD 27      -  47 39 04.54200(N)    103 31 22.70700(W) AD(       ) 1
 SO0847  NGVD 29 (07/19/86)  789.3    (m)         2590.     (f) VERT ANG       
 SO0847
 SO0847.Superseded values are not recommended for survey control.
 SO0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0847.See file dsdata.txt to determine how the superseded data were derived.
 SO0847
 SO0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1088378598(NAD 83)
 SO0847_MARKER: DS = TRIANGULATION STATION DISK
 SO0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0847
 SO0847  HISTORY     - Date     Condition        Report By
 SO0847  HISTORY     - 1941     MONUMENTED       CGS
 SO0847  HISTORY     - 1957     GOOD             USGS
 SO0847  HISTORY     - 1984     GOOD             LOCENG
 SO0847
 SO0847                          STATION DESCRIPTION
 SO0847
 SO0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0847'STATION IS ABOUT 11 MILES SW OF THE TOWN OF ARNEGARD, IN THE
 SO0847'SE 1/4 SEC. 10, T. 148 N, R. 101 W, ON THE HIGHEST POINT OF
 SO0847'BEAR BUTTE AND ON LAND OWNED BY LOUIS LENHART WHO LIVES ABOUT
 SO0847'0.3 MILE E OF THE STATION.  IT IS 9 FEET W OF A WHITE REFERENCE
 SO0847'POST, STAMPED BEAR 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0847'
 SO0847'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SO0847'DISKS SET IN CONCRETE.
 SO0847'
 SO0847'REFERENCE MARK NO. 1 IS STAMPED BEAR NO. 1 1941 AND PROJECTS
 SO0847'ABOUT 4 INCHES.
 SO0847'
 SO0847'REFERENCE MARK NO. 2 IS STAMPED BEAR NO. 2 1941 AND PROJECTS
 SO0847'ABOUT 4 INCHES.
 SO0847'
 SO0847'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 SO0847'4- BY 6-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 SO0847'IT IS 33 FEET N OF THE CENTER LINE OF A DIRT ROAD, 9 FEET N OF A
 SO0847'FENCE, 0.05 MILE E OF THE LANE LEADING TO THE LENHART HOUSE AND
 SO0847'9 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED BEAR 1941.
 SO0847'
 SO0847'TO REACH THE STATION FROM THE TOWN OF ARNEGARD, GO S ON MAIN
 SO0847'STREET, FOR 0.2 MILE, TURN RIGHT, W, ON U.S. HIGHWAY 85 AND GO
 SO0847'2.65 MILES TO A CROSS ROAD, TURN LEFT, S, AND FOLLOW MAIN DIRT
 SO0847'ROAD FOR 11.35 MILES TO A DIRT ROAD, RIGHT, W, TURN RIGHT AND
 SO0847'GO 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE W 0.05
 SO0847'MILE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH GATE AND GO
 SO0847'0.3 MILE TO A GATE, TURN LEFT THROUGH GATE AND GO 0.2 MILE W
 SO0847'TO A GATE, PASS THROUGH GATE AND BEAR NW UP A DRAW 0.2 MILE TO
 SO0847'TOP OF PASS, CONTINUE NW AND W 0.2 MILE TO A DRAW TO THE
 SO0847'LEFT, TURN LEFT AND GO SE UP DRAW 0.3 MILE TO TOP OF PASS,
 SO0847'BEAR RIGHT, W, UP HILL ABOUT 200 YARDS TO THE HIGHEST POINT OF
 SO0847'HILL AND STATION.
 SO0847'
 SO0847'4-FOOT SIGNALS AT STATIONS LONE, PIMPLE, RHOADES, FLAT, AND SHEEP
 SO0847'ARE VISIBLE FROM THE GROUND.
 SO0847
 SO0847                          STATION RECOVERY (1957)
 SO0847
 SO0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SO0847'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SO0847
 SO0847                          STATION RECOVERY (1984)
 SO0847
 SO0847'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (TC)
 SO0847'BEAR 1941 RECOVERED GOOD.
 SO0847'
 SO0847'AZ MRK RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0779 ***********************************************************************
 SO0779  DESIGNATION -  BEAR DEN CREEK
 SO0779  PID         -  SO0779
 SO0779  STATE/COUNTY-  ND/MCKENZIE
 SO0779  USGS QUAD   -  MANDAREE (1970)
 SO0779
 SO0779                         *CURRENT SURVEY CONTROL
 SO0779  ___________________________________________________________________
 SO0779* NAD 83(1996)-  47 44 44.07584(N)    102 44 37.20433(W)     ADJUSTED  
 SO0779* NAVD 88     -       744.7    (meters)    2443.     (feet)  VERTCON   
 SO0779  ___________________________________________________________________
 SO0779  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 SO0779  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0779
 SO0779  HORZ ORDER  -  THIRD
 SO0779
 SO0779.The horizontal coordinates were established by classical geodetic methods
 SO0779.and adjusted by the National Geodetic Survey in January 1998..
 SO0779
 SO0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0779
 SO0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0779
 SO0779.The geoid height was determined by GEOID03.
 SO0779
 SO0779;                    North         East     Units Scale Factor Converg.
 SO0779;SPC ND N     -    85,344.594   431,775.578   MT  0.99995327   -1 40 10.5
 SO0779;SPC ND N     -   280,001.95  1,416,586.54   iFT  0.99995327   -1 40 10.5
 SO0779;UTM  13      - 5,290,488.326   669,133.991   MT  0.99995153   +1 40 13.6
 SO0779
 SO0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0779!SPC ND N     -   0.99988607  x   0.99995327  =   0.99983934
 SO0779!UTM  13      -   0.99988607  x   0.99995153  =   0.99983760
 SO0779
 SO0779:                Primary Azimuth Mark                     Grid Az
 SO0779:SPC ND N     -  STA 127                                  007 16 55.6
 SO0779:UTM  13      -  STA 127                                  003 56 31.5
 SO0779
 SO0779|---------------------------------------------------------------------|
 SO0779| PID    Reference Object                     Distance      Geod. Az  |
 SO0779|                                                           dddmmss.s |
 SO0779| SO0777 STA 127                             APPROX.11.6 KM 0053645.1 |
 SO0779|---------------------------------------------------------------------|
 SO0779
 SO0779                          SUPERSEDED SURVEY CONTROL
 SO0779
 SO0779  NAD 83(1986)-  47 44 44.07680(N)    102 44 37.19782(W) AD(       ) 3
 SO0779  NAD 27      -  47 44 43.99729(N)    102 44 35.53202(W) AD(       ) 3
 SO0779  NGVD 29 (07/19/86)  744.2    (m)         2442.     (f) VERT ANG       
 SO0779
 SO0779.Superseded values are not recommended for survey control.
 SO0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0779.See file dsdata.txt to determine how the superseded data were derived.
 SO0779
 SO0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN6913490488(NAD 83)
 SO0779_MARKER: DD = SURVEY DISK
 SO0779_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 SO0779_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 SO0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0779
 SO0779  HISTORY     - Date     Condition        Report By
 SO0779  HISTORY     - 1964     MONUMENTED       USGS
 SO0779
 SO0779                          STATION DESCRIPTION
 SO0779
 SO0779'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SO0779'MANDAREE, 1.0 MI N. AND 3.0 MI W. OF.  NEAR THE W. SIXTEENTH COR.
 SO0779'BETWEEN SECS. 5 AND 8. T. 149 N., R. 94 W., ON THE FT. BERTHOLD INDIAN
 SO0779'RESERVATION, ON TOP OF A LOW KNOLL.  ON TOP OF A 4 IN. CONCRETE FILLED
 SO0779'TILE.  A STANDARD TABLET STAMPED---BEAR DEN CREEK E. T. 1964---PUMP
 SO0779'STANDARD ON OIL WELL ON BUTTE ABOUT 5.0 MI NW.--N 27 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1275 ***********************************************************************
 TG1275  DESIGNATION -  BEAVER
 TG1275  PID         -  TG1275
 TG1275  STATE/COUNTY-  ND/WILLIAMS
 TG1275  USGS QUAD   -  RED MIKE HILL (1976)
 TG1275
 TG1275                         *CURRENT SURVEY CONTROL
 TG1275  ___________________________________________________________________
 TG1275* NAD 83(1996)-  48 10 59.56582(N)    103 03 54.93730(W)     ADJUSTED  
 TG1275* NAVD 88     -       574.444  (meters)    1884.65   (feet)  ADJUSTED  
 TG1275  ___________________________________________________________________
 TG1275  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 TG1275  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1275  DYNAMIC HT  -         574.523 (meters)    1884.91  (feet)  COMP
 TG1275  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TG1275
 TG1275  HORZ ORDER  -  FIRST
 TG1275  VERT ORDER  -  SECOND    CLASS 0
 TG1275
 TG1275.The horizontal coordinates were established by classical geodetic methods
 TG1275.and adjusted by the National Geodetic Survey in January 1998..
 TG1275
 TG1275.The orthometric height was determined by differential leveling
 TG1275.and adjusted by the National Geodetic Survey in June 1991..
 TG1275
 TG1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1275
 TG1275.The geoid height was determined by GEOID03.
 TG1275
 TG1275.The dynamic height is computed by dividing the NAVD 88
 TG1275.geopotential number by the normal gravity value computed on the
 TG1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1275.degrees latitude (g = 980.6199 gals.).
 TG1275
 TG1275.The modeled gravity was interpolated from observed gravity values.
 TG1275
 TG1275;                    North         East     Units Scale Factor Converg.
 TG1275;SPC ND N     -   134,728.253   409,292.572   MT  0.99993732   -1 54 32.0
 TG1275;SPC ND N     -   442,021.83  1,342,823.40   iFT  0.99993732   -1 54 32.0
 TG1275;UTM  13      - 5,338,473.772   643,808.134   MT  0.99985411   +1 26 31.8
 TG1275
 TG1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1275!SPC ND N     -   0.99991281  x   0.99993732  =   0.99985014
 TG1275!UTM  13      -   0.99991281  x   0.99985411  =   0.99976694
 TG1275
 TG1275|---------------------------------------------------------------------|
 TG1275| PID    Reference Object                     Distance      Geod. Az  |
 TG1275|                                                           dddmmss.s |
 TG1275| TG1276 BEAVER RM 1                          13.220 METERS 09603     |
 TG1275| TG1277 BEAVER RM 2                          17.476 METERS 34434     |
 TG1275| TG1274 BEAVER AZ MK                                       3582027.4 |
 TG1275|---------------------------------------------------------------------|
 TG1275
 TG1275                          SUPERSEDED SURVEY CONTROL
 TG1275
 TG1275  NAD 83(1986)-  48 10 59.56540(N)    103 03 54.93552(W) AD(       ) 1
 TG1275  NAD 27      -  48 10 59.48800(N)    103 03 53.26800(W) AD(       ) 1
 TG1275  NGVD 29 (??/??/92)  573.957  (m)         1883.06   (f) ADJ UNCH    2 0
 TG1275
 TG1275.Superseded values are not recommended for survey control.
 TG1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1275.See file dsdata.txt to determine how the superseded data were derived.
 TG1275
 TG1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP4380838474(NAD 83)
 TG1275_MARKER: DS = TRIANGULATION STATION DISK
 TG1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1275_STAMPING: BEAVER 1945
 TG1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1275+STABILITY: SURFACE MOTION
 TG1275
 TG1275  HISTORY     - Date     Condition        Report By
 TG1275  HISTORY     - 1945     MONUMENTED       CGS
 TG1275  HISTORY     - 1946     GOOD             NGS
 TG1275
 TG1275                          STATION DESCRIPTION
 TG1275
 TG1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1275'STATION IS LOCATED IN THE MISSOURI RIVER BOTTOMS, ABOUT 12
 TG1275'MILES SSE OF RAY, IN A TRIANGLE FORMED BY TWO ROADS, 74 FEET
 TG1275'SW OF THE APPROXIMATE CENTER OF THE MAIN ROAD, 70 FEET NW OF
 TG1275'A TELEPHONE POLE, AND 8 FEET S OF A STANDARD WITNESS POST.  THE
 TG1275'DISK IS STAMPED BEAVER 1945 AND PROJECTS 4 INCHES.
 TG1275'
 TG1275'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 TG1275'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1275'
 TG1275'REFERENCE MARK 1 IS 43.37 FEET E OF THE STATION AND 40 FEET SW OF
 TG1275'THE APPROXIMATE CENTER OF THE MAIN ROAD.  THE DISK IS STAMPED
 TG1275'BEAVER NO 1 1945 AND PROJECTS 2 INCHES.  IT IS A BRONZE REFERENCE
 TG1275'DISK SET IN TOP OF A CONCRETE POST.
 TG1275'
 TG1275'REFERENCE MARK 2 IS 57.34 FEET NE OF THE STATION AND 36 FEET
 TG1275'SW OF THE APPROXIMATE CENTER OF THE MAIN ROAD.  THE DISK IS
 TG1275'STAMPED BEAVER NO 2 1945 AND PROJECTS 2 INCHES.  IT IS A
 TG1275'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1275'
 TG1275'AZIMUTH MARK IS 0.95 MILE N OF THE STATION, IN THE CENTER OF
 TG1275'A TRIANGLE FORMED BY THREE ROADS, 81 FEET NE OF THE APPROXIMATE
 TG1275'CENTER OF THE MAIN ROAD, 61 FEET N OF A TELEPHONE POLE, AND 6
 TG1275'FEET E OF A STANDARD WITNESS POST.  THE DISK IS STAMPED BEAVER
 TG1275'1945 AND PROJECTS 4 INCHES.  IT IS A BRONZE AZIMUTH DISK SET IN
 TG1275'TOP OF A CONCRETE POST.
 TG1275'
 TG1275'TO REACH THE STATION FROM THE E END OF THE UNDERPASS ON U.S.
 TG1275'HIGHWAY 2 IN RAY, GO S ON MAIN GRAVEL ROAD FOR 0.5 MILE, TURN
 TG1275'LEFT AND GO 2.7 MILES TO A FORK, KEEP LEFT FORK (MAIN ROAD) AND
 TG1275'GO 10.25 MILES TO A TRIANGLE FORMED BY THREE ROADS AND THE
 TG1275'AZIMUTH MARK, CONTINUE ON MAIN ROAD FOR 0.95 MILE TO THE STATION
 TG1275'IN ANOTHER TRIANGLE FORMED BY TWO ROADS.
 TG1275'
 TG1275'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 TG1275
 TG1275                          STATION RECOVERY (1946)
 TG1275
 TG1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG1275'14.8 MI SE FROM RAY.
 TG1275'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1275'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 14.7 MILES ALONG
 TG1275'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS IN THE CENTER OF
 TG1275'A TRIANGLE FORMED BY THREE ROADS, 75.0 FEET SOUTHWEST OF AND ABOUT
 TG1275'LEVEL WITH THE CENTER LINE OF THE RAY-HOFFLUND ROAD, 77.0 FEET EAST OF
 TG1275'THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 84.0 FEET NORTH OF THE
 TG1275'CENTER LINE OF AN EAST-WEST ROAD AND 8.0 FEET SOUTH OF A 4 X 4 IN.
 TG1275'MARKER POST.  A BRONZE DISK STAMPED BEAVER 1945 SET IN THE TOP OF A
 TG1275'CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1345 ***********************************************************************
 SL1345  DESIGNATION -  BEAVER
 SL1345  PID         -  SL1345
 SL1345  STATE/COUNTY-  ND/STEELE
 SL1345  USGS QUAD   -  FINLEY NE (1967)
 SL1345
 SL1345                         *CURRENT SURVEY CONTROL
 SL1345  ___________________________________________________________________
 SL1345* NAD 83(1996)-  47 37 43.16925(N)    097 47 28.56901(W)     ADJUSTED  
 SL1345* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 SL1345  ___________________________________________________________________
 SL1345  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 SL1345  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 SL1345
 SL1345  HORZ ORDER  -  FIRST
 SL1345
 SL1345.The horizontal coordinates were established by classical geodetic methods
 SL1345.and adjusted by the National Geodetic Survey in January 1998..
 SL1345
 SL1345.The orthometric height was scaled from a topographic map.
 SL1345
 SL1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1345
 SL1345.The geoid height was determined by GEOID03.
 SL1345
 SL1345;                    North         East     Units Scale Factor Converg.
 SL1345;SPC ND N     -    73,475.016   803,537.698   MT  0.99996733   +2 00 56.4
 SL1345;SPC ND N     -   241,059.76  2,636,278.54   iFT  0.99996733   +2 00 56.4
 SL1345;UTM  14      - 5,275,736.186   590,810.428   MT  0.99970134   +0 53 35.0
 SL1345
 SL1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1345!SPC ND N     -   0.99993827  x   0.99996733  =   0.99990561
 SL1345!UTM  14      -   0.99993827  x   0.99970134  =   0.99963963
 SL1345
 SL1345|---------------------------------------------------------------------|
 SL1345| PID    Reference Object                     Distance      Geod. Az  |
 SL1345|                                                           dddmmss.s |
 SL1345| CO4331 BEAVER RM 1                          24.601 METERS 10049     |
 SL1345| CO4330 BEAVER AZ MK                                       1880356.1 |
 SL1345| CO4332 BEAVER RM 2                          23.819 METERS 22324     |
 SL1345|---------------------------------------------------------------------|
 SL1345
 SL1345                          SUPERSEDED SURVEY CONTROL
 SL1345
 SL1345  NAD 83(1986)-  47 37 43.16744(N)    097 47 28.56471(W) AD(       ) 1
 SL1345  NAD 27      -  47 37 43.20811(N)    097 47 27.24448(W) AD(       ) 1
 SL1345
 SL1345.Superseded values are not recommended for survey control.
 SL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1345.See file dsdata.txt to determine how the superseded data were derived.
 SL1345
 SL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9081075736(NAD 83)
 SL1345_MARKER: DS = TRIANGULATION STATION DISK
 SL1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1345
 SL1345  HISTORY     - Date     Condition        Report By
 SL1345  HISTORY     - 1967     MONUMENTED       CGS
 SL1345
 SL1345                          STATION DESCRIPTION
 SL1345
 SL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1345'THE STATION IS ABOUT 9-3/4 MILES EAST-SOUTHEAST OF ANETA,
 SL1345'5-1/2 MILES EAST-NORTHEAST OF SHARON, AT THE SOUTH EDGE OF A
 SL1345'SHELTER BELT AND ON LAND OWNED BY ALBERT JOHNSON.
 SL1345'
 SL1345'TO REACH THE STATION FROM THE POST OFFICE IN SHARON, GO EAST
 SL1345'ON THE MAIN STREET FOR 0.05 MILE TO A CROSSROADS.  TURN LEFT
 SL1345'AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO STATE HIGHWAY
 SL1345'32.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 32 FOR 2.6 MILES
 SL1345'TO A POINT WHERE STATE HIGHWAY 32 TURNS SOUTH AND A GRAVELED
 SL1345'ROAD IS LEADING EAST.  CONTINUE EAST ON THE GRAVELED ROAD
 SL1345'FOR 2.3 MILES TO A CROSSROADS.  TURN LEFT AND GO NORTH ON A
 SL1345'GRAVELED FOR FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 SL1345'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A DRIVE
 SL1345'WAY ON THE RIGHT, ABOUT 300 FEET SOUTH OF A SCHOOL BUILDING.
 SL1345'TURN RIGHT AND GO EAST ON THE DRIVE WAY FOR 0.05 MILE TO
 SL1345'THE STATION ON THE LEFT.
 SL1345'
 SL1345'THE STATION MARK IS A STANDARD DISK, STAMPED BEAVER 1967,
 SL1345'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1345'THAT IS FLUSH WITH THE GROUND.  IT IS 40 FEET NORTH OF THE
 SL1345'CENTERLINE OF THE DRIVE WAY, 21 FEET SOUTH OF A SHELTERBELT
 SL1345'AND ABOUT 0.05 MILE SOUTHWEST OF A FARM HOUSE AND BARN.  THE
 SL1345'UNDERGROUND MARK IS SET ABOUT 54 INCHES BELOW THE GROUND
 SL1345'SURFACE.  NO WITNESS POST WAS SET AT THE STATION DUE TO
 SL1345'INTERFERENCE OF MOWING OPERATINS.
 SL1345'
 SL1345'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAVER NO 1 1967,
 SL1345'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1345'THAT IS FLUSH WITH THE GROUND.  IT IS 6.5 FEET SOUTH F THE
 SL1345'CENTERLINE OF THE DRIVEWAY AND ABOUT THE SAME ELEVATION AS THE
 SL1345'STATION.
 SL1345'
 SL1345'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAVER NO 2 1967,
 SL1345'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1345'THAT IS FLUSH WITH THE GROUND.  IT IS 7 FEET NORTH OF THE
 SL1345'CENTERLINE OF THE DRIVE WAY AND ABOUT THE SAME ELEVATION
 SL1345'AS THE STATION.
 SL1345'
 SL1345'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVER 1967,
 SL1345'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1345'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 33.5 FEET
 SL1345'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 2.8 FEET
 SL1345'EAST-SOUTHEAST OF A FENCE CORNER POST, 2.4 FEET EAST OF A WITNESS
 SL1345'POST AND 1.3 FEET SOUTH OF A FENCE.
 SL1345'
 SL1345'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2009 ***********************************************************************
 TE2009  DESIGNATION -  BEAVER
 TE2009  PID         -  TE2009
 TE2009  STATE/COUNTY-  ND/BENSON
 TE2009  USGS QUAD   -  COMSTOCK (1957)
 TE2009
 TE2009                         *CURRENT SURVEY CONTROL
 TE2009  ___________________________________________________________________
 TE2009* NAD 83(1996)-  48 11 50.74723(N)    099 30 01.37520(W)     ADJUSTED  
 TE2009* NAVD 88     -       572.     (meters)    1877.     (feet)  SCALED    
 TE2009  ___________________________________________________________________
 TE2009  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 TE2009  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 TE2009
 TE2009  HORZ ORDER  -  FIRST
 TE2009
 TE2009.The horizontal coordinates were established by classical geodetic methods
 TE2009.and adjusted by the National Geodetic Survey in January 1998..
 TE2009
 TE2009.The orthometric height was scaled from a topographic map.
 TE2009
 TE2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2009
 TE2009.The geoid height was determined by GEOID03.
 TE2009
 TE2009;                    North         East     Units Scale Factor Converg.
 TE2009;SPC ND N     -   133,614.202   674,305.070   MT  0.99993777   +0 44 37.9
 TE2009;SPC ND N     -   438,366.80  2,212,286.98   iFT  0.99993777   +0 44 37.9
 TE2009;UTM  14      - 5,338,365.142   462,816.444   MT  0.99961699   -0 22 22.8
 TE2009
 TE2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2009!SPC ND N     -   0.99991388  x   0.99993777  =   0.99985166
 TE2009!UTM  14      -   0.99991388  x   0.99961699  =   0.99953091
 TE2009
 TE2009:                Primary Azimuth Mark                     Grid Az
 TE2009:SPC ND N     -  LEEDS MUNICIPAL TANK                     021 29 42.2
 TE2009:UTM  14      -  LEEDS MUNICIPAL TANK                     022 36 42.9
 TE2009
 TE2009|---------------------------------------------------------------------|
 TE2009| PID    Reference Object                     Distance      Geod. Az  |
 TE2009|                                                           dddmmss.s |
 TE2009| TE2012 LEEDS MUNICIPAL TANK                APPROX.11.3 KM 0221420.1 |
 TE2009| CO7329 BEAVER RM 1                          15.469 METERS 10816     |
 TE2009| TE2026 HARLOW LUTH CHURCH STEEPLE          APPROX. 3.9 KM 1993502.4 |
 TE2009| TE2039 EMMANUEL LUTH CHURCH BELFRY         APPROX.19.4 KM 2271254.1 |
 TE2009| CO7328 BEAVER AZ MK                                       2395805.3 |
 TE2009| CO7330 BEAVER RM 2                          16.730 METERS 24016     |
 TE2009| TE2025 ST PETRI LUTH CHURCH STEEPLE        APPROX. 6.6 KM 2665901.6 |
 TE2009|---------------------------------------------------------------------|
 TE2009
 TE2009                          SUPERSEDED SURVEY CONTROL
 TE2009
 TE2009  NAD 83(1986)-  48 11 50.74801(N)    099 30 01.37387(W) AD(       ) 1
 TE2009  NAD 27      -  48 11 50.74580(N)    099 29 59.89160(W) AD(       ) 1
 TE2009
 TE2009.Superseded values are not recommended for survey control.
 TE2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2009.See file dsdata.txt to determine how the superseded data were derived.
 TE2009
 TE2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6281638365(NAD 83)
 TE2009_MARKER: DS = TRIANGULATION STATION DISK
 TE2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2009
 TE2009  HISTORY     - Date     Condition        Report By
 TE2009  HISTORY     - 1946     MONUMENTED       CGS
 TE2009  HISTORY     - 1971     GOOD             NGS
 TE2009
 TE2009                          STATION DESCRIPTION
 TE2009
 TE2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2009'THE STATION IS LOCATED ON THE HIGHEST HILL IN THE PROMINENT
 TE2009'RANGE OF HILLS KNOWN AS THE BUTTES, ABOUT 2-1/2 MILES
 TE2009'NORTH-NORTHEAST OF HARLOW.  IT IS ABOUT 0.5 MILE EAST-NORTHEAST
 TE2009'OF A FARM HOUSE, ABOUT 0.2 MILE NORTH OF THE EAST AND WEST
 TE2009'FENCE THAT RUNS EAST OF THE FARM HOUSE AND 6 FEET SOUTH-SOUTHEAST
 TE2009'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK
 TE2009'IS STAMPED BEAVER 1946.
 TE2009'
 TE2009'REFERENCE MARK NO. 1 IS 50.75 FEET EAST-SOUTHEAST OF THE STATION.
 TE2009'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NO 1 BEAVER
 TE2009'1946.
 TE2009'
 TE2009'REFERENCE MARK NO. 2 IS 55.18 FEET SOUTHWEST OF THE STATION.
 TE2009'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED NO 2 BEAVER
 TE2009'1946.
 TE2009'
 TE2009'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SOUTHWEST OF THE STATION
 TE2009'IN AN EAST AND WEST FENCE LINE, ABOUT 0.2 MILE EAST OF A FARM
 TE2009'HOUSE, 4 FEET EAST OF A WITNESS POST AND 6 INCHES NORTH OF THE
 TE2009'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 TE2009'BEAVER 1946.
 TE2009'
 TE2009'TO REACH FROM THE CROSSROADS AT THE NORTHWEST SIDE OF HARLOW,
 TE2009'GO NORTH ON STATE HIGHWAY NO. 30 FOR 1.5 MILES TO A DIM
 TE2009'CROSSROAD, (HIGHWAY TURNS WEST) TURN RIGHT FOR 0.5 MILE, TURN
 TE2009'LEFT FOR 0.5 MILE TO FARM HOME, HERE TURN SHARP LEFT UP HILL
 TE2009'FOR 0.1 MILE TO THE SOUTHWEST CORNER OF PASTURE FENCE, PASS
 TE2009'THROUGH GATE AND GO EAST ALONG FENCE FOR 0.3 MILE TO AZIMUTH
 TE2009'MARK, HERE PICK WAY NORTHEAST TO HIGHEST POINT (ABOUT 0.4
 TE2009'MILE) AND STATION.
 TE2009'
 TE2009'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TE2009
 TE2009                          STATION RECOVERY (1971)
 TE2009
 TE2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE2009'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 TE2009'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE ANGLES
 TE2009'TO THE R.M.S CHECKED GOOD, BUT THE DISTANCE TO R.M. 2 DIFFERED
 TE2009'.089 METERS - THE MARK IS ABOUT 6-FEET LOWER THEN THE STATION.
 TE2009'
 TE2009'A NEW DESCRIPTION FOLLOWS--
 TE2009'
 TE2009'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF HARLOW,
 TE2009'IN A PASTURE ON THE HIGHEST HILL IN THE PROMINENT RANGE OF
 TE2009'HILLS KNOWN AS THE BUTTES, ABOUT 0.5 MILE EAST-NORTHEAST OF A FARM
 TE2009'HOUSE, AND ABOUT 0.2 MILE NORTH OF A FENCE WHICH RUNS EAST FROM
 TE2009'THE HOUSE, ON PROPERTY OWNED BY MR. RAYMOND BUCHTA, HARLOW,
 TE2009'NORTH DAKOTA.
 TE2009'
 TE2009'THE STATION MARK IS A STANDARD DISK STAMPED BEAVER 1946,
 TE2009'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 TE2009'IT IS 22 FEET EAST OF TWO OVER-LAPPING BOULDERS WHICH MEASURE
 TE2009'ABOUT 4 X 7 FEET, AND 6 FEET SOUTH SOUTHEAST OF A WOODEN
 TE2009'WITNESS POST.
 TE2009'
 TE2009'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEAVER NO 1
 TE2009'1946, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 TE2009'IT IS NEAR THE EAST EDGE OF THE TOP OF THE HILL, AND ABOUT
 TE2009'1-FOOT LOWER THEN THE STATION.
 TE2009'
 TE2009'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BEAVER NO 2
 TE2009'1946, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 TE2009'IT IS ON THE SOUTHWEST SLOPE OF THE HILL, 8 FEET WEST OF A
 TE2009'3 X 7 FOOT BOULDER.
 TE2009'
 TE2009'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAVER 1946, SET
 TE2009'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS
 TE2009'ABOUT 0.2 MILE EAST ALONG THE FENCE FROM THE HOUSE, AND 0.1
 TE2009'MILE NORTH OF A STOCK TANK AND WELL, 4 FEET EAST OF A WOODEN
 TE2009'WITNESS POST, 1.5 FEET WEST OF A METAL WITNESS POST, AND 0.5
 TE2009'FOOT NORTH OF THE FENCE.
 TE2009'
 TE2009'TO REACH THE STATION FROM THE RAILROAD CROSSING ON STATE HIGHWAY
 TE2009'30 AT THE SOUTHWEST PART OF HARLOW, GO NORTH ON HIGHWAY 30
 TE2009'FOR 0.8 MILE TO THE POINT WHERE THE NEW ROAD BEARS LEFT IN
 TE2009'A LONG CURVE, CONTINUE STRAIGHT AHEAD NORTH ON THE GRADED
 TE2009'ROAD FOR 1.0 MILE TO A T ROAD, TURN RIGHT, EAST AND GO 0.6
 TE2009'MILE TO A DRIVEWAY ON THE LEFT, GO NORTH ON DRIVEWAY FOR 0.5
 TE2009'MILE TO A SET OF FARM BUILDINGS AND THE STATION TO THE
 TE2009'NORTHEAST ABOUT 0.5 MILE AS DESCRIBED.  STATION CAN BE DRIVEN
 TE2009'TO BY GOING SOUTH THRU GATE AT THE WEST END OF BARN,
 TE2009'THENCE EAST ACROSS PASTURE ABOUT 0.15 MILE TO THE STOCK
 TE2009'TANK AND WELL (THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH
 TE2009'OF THEM), CONTINUE EASTERLY ON TRACK ROADS FOR ABOUT 0.25
 TE2009'MILE AND THEN PICK WAY NORTH AND WEST AROUND HILLS ABOUT
 TE2009'0.3 MILES TO THE STATION AS DESCRIBED.
 TE2009'
 TE2009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 TE2009'NNE OF HARLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1274 ***********************************************************************
 TG1274  DESIGNATION -  BEAVER AZ MK
 TG1274  PID         -  TG1274
 TG1274  STATE/COUNTY-  ND/WILLIAMS
 TG1274  USGS QUAD   -  RED MIKE HILL (1976)
 TG1274
 TG1274                         *CURRENT SURVEY CONTROL
 TG1274  ___________________________________________________________________
 TG1274* NAD 83(1986)-  48 11 48.     (N)    103 03 57.     (W)     SCALED    
 TG1274* NAVD 88     -       583.536  (meters)    1914.48   (feet)  ADJUSTED  
 TG1274  ___________________________________________________________________
 TG1274  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1274  DYNAMIC HT  -         583.615 (meters)    1914.74  (feet)  COMP
 TG1274  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 TG1274
 TG1274  VERT ORDER  -  SECOND    CLASS 0
 TG1274
 TG1274.The horizontal coordinates were scaled from a topographic map and have
 TG1274.an estimated accuracy of +/- 6 seconds.
 TG1274
 TG1274.The orthometric height was determined by differential leveling
 TG1274.and adjusted by the National Geodetic Survey in June 1991..
 TG1274
 TG1274.The geoid height was determined by GEOID03.
 TG1274
 TG1274.The dynamic height is computed by dividing the NAVD 88
 TG1274.geopotential number by the normal gravity value computed on the
 TG1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1274.degrees latitude (g = 980.6199 gals.).
 TG1274
 TG1274.The modeled gravity was interpolated from observed gravity values.
 TG1274
 TG1274;                    North         East    Units  Estimated Accuracy
 TG1274;SPC ND N     -   136,230.      409,300.      MT  (+/- 180 meters Scaled)
 TG1274
 TG1274                          SUPERSEDED SURVEY CONTROL
 TG1274
 TG1274  NGVD 29 (??/??/92)  583.05   (m)         1912.9    (f) COMPUTED    2 0
 TG1274
 TG1274.Superseded values are not recommended for survey control.
 TG1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1274.See file dsdata.txt to determine how the superseded data were derived.
 TG1274
 TG1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP437399(NAD 83)
 TG1274_MARKER: DZ = AZIMUTH MARK DISK
 TG1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1274_STAMPING: BEAVER 1945
 TG1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1274+STABILITY: SURFACE MOTION
 TG1274
 TG1274  HISTORY     - Date     Condition        Report By
 TG1274  HISTORY     - 1945     MONUMENTED       CGS
 TG1274  HISTORY     - 1946     GOOD             NGS
 TG1274
 TG1274                          STATION DESCRIPTION
 TG1274
 TG1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1274'13.8 MI SE FROM RAY.
 TG1274'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1274'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 13.7 MILES ALONG
 TG1274'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS IN THE CENTER OF
 TG1274'A TRIANGLE FORMED BY THREE ROADS, 81.0 FEET NORTHEAST OF AND ABOUT
 TG1274'LEVEL WITH THE CENTER LINE OF THE RAY-HOFFLUND ROAD, 81.0 FEET SOUTH
 TG1274'OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD, 71.0 FEET WEST OF THE
 TG1274'CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 61.0 FEET NORTHWEST OF A
 TG1274'TELEPHONE POLE AND 6.0 FEET EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 TG1274'DISK STAMPED BEAVER 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1274'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0804 ***********************************************************************
 RR0804  DESIGNATION -  BEAVER CREEK
 RR0804  PID         -  RR0804
 RR0804  STATE/COUNTY-  ND/EMMONS
 RR0804  USGS QUAD   -  CANNON BALL SE (1968)
 RR0804
 RR0804                         *CURRENT SURVEY CONTROL
 RR0804  ___________________________________________________________________
 RR0804* NAD 83(1996)-  46 17 11.15524(N)    100 31 32.68586(W)     ADJUSTED  
 RR0804* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 RR0804  ___________________________________________________________________
 RR0804  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 RR0804  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0804
 RR0804  HORZ ORDER  -  SECOND
 RR0804
 RR0804.The horizontal coordinates were established by classical geodetic methods
 RR0804.and adjusted by the National Geodetic Survey in January 1998..
 RR0804
 RR0804.The orthometric height was scaled from a topographic map.
 RR0804
 RR0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0804
 RR0804.The geoid height was determined by GEOID03.
 RR0804
 RR0804;                    North         East     Units Scale Factor Converg.
 RR0804;SPC ND S     -    68,891.348   598,015.977   MT  0.99998133   -0 01 07.6
 RR0804;SPC ND S     -   226,021.48  1,961,994.68   iFT  0.99998133   -0 01 07.6
 RR0804;UTM  14      - 5,127,004.082   382,469.655   MT  0.99976980   -1 06 10.6
 RR0804
 RR0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0804!SPC ND S     -   0.99991115  x   0.99998133  =   0.99989249
 RR0804!UTM  14      -   0.99991115  x   0.99976980  =   0.99968098
 RR0804
 RR0804|---------------------------------------------------------------------|
 RR0804| PID    Reference Object                     Distance      Geod. Az  |
 RR0804|                                                           dddmmss.s |
 RR0804| CO4333 BEAVER CREEK RM 1                     6.890 METERS 10822     |
 RR0804| RR0101 HEER                                APPROX. 0.6 KM 1593715.6 |
 RR0804| CO4334 BEAVER CREEK RM 2                    10.338 METERS 17445     |
 RR0804|---------------------------------------------------------------------|
 RR0804
 RR0804                          SUPERSEDED SURVEY CONTROL
 RR0804
 RR0804  NAD 83(1986)-  46 17 11.14626(N)    100 31 32.67744(W) AD(       ) 2
 RR0804  NAD 27      -  46 17 11.16600(N)    100 31 31.24200(W) AD(       ) 2
 RR0804
 RR0804.Superseded values are not recommended for survey control.
 RR0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0804.See file dsdata.txt to determine how the superseded data were derived.
 RR0804
 RR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8247027004(NAD 83)
 RR0804_MARKER: Z = SEE DESCRIPTION
 RR0804_SETTING: 0 = UNSPECIFIED SETTING
 RR0804
 RR0804  HISTORY     - Date     Condition        Report By
 RR0804  HISTORY     - 1889     MONUMENTED       MORC
 RR0804  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RR0804  HISTORY     - 1948     GOOD             CGS
 RR0804  HISTORY     - 1957     GOOD             CGS
 RR0804
 RR0804                          STATION DESCRIPTION
 RR0804
 RR0804'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0804'BEAVER CREEK IS ON LEFT BANK, 2-1/4 MILES FROM RIVER.  IT IS IN THE
 RR0804'SW. 1/4, SEC. 32, T. 133 N., R. 78 W., AND IS 64 FEET EAST AND
 RR0804'817 FEET NORTH FROM SOUTHWEST CORNER OF SAID SECTION.  THE
 RR0804'SOUTH LINE OF SECTION 32 IS THE SEVENTH STANDARD PARALLEL.
 RR0804
 RR0804                          STATION RECOVERY (1945)
 RR0804
 RR0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0804'STATION IS LOCATED ABOUT 14 MILES W OF THE VILLAGE OF LINTON
 RR0804'AND 2.0 MILES N OF THE SMALL VILLAGE OF EMMONSBURG.  IT IS
 RR0804'ON THE SUMMIT OF A SMALL KNOLL ABOUT 2 MILES E OF THE MISSOURI
 RR0804'RIVER AND 70 FEET E OF A N-S FENCE LINE.
 RR0804'
 RR0804'STATION MARK IS A BRONZE STATION DISK STAMPED BEAVER CREEK
 RR0804'M R C 1945 AND PROJECTS 4 INCHES.  IT WAS SET IN THE TOP OF
 RR0804'A CONCRETE POST AND PLUMB WITH THE MO.R.C. SUBSURFACE MARK
 RR0804'WHICH WAS FOUND IN PLACE.  THE SUBSURFACE MARK IS AN 18-INCH
 RR0804'SQUARE LIMESTONE BLOCK ABOUT 5 INCHES THICK.  IN THE CENTER OF
 RR0804'THE BLOCK IS A SMALL DRILLED HOLE.
 RR0804'
 RR0804'REFERENCE MARK 1 IS 22.61 FEET E OF THE STATION AND ABOUT 2
 RR0804'FEET LOWER IN ELEVATION.  IT IS A BRONZE REFERENCE DISK SET
 RR0804'IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 4 INCHES AND
 RR0804'THE DISK IS STAMPED BEAVER CREEK M R C NO 1 1945.
 RR0804'
 RR0804'REFERENCE MARK 2 IS 33.92 FEET S OF THE STATION AND ABOUT 3
 RR0804'FEET LOWER IN ELEVATION.  IT IS A BRONZE REFERENCE DISK SET
 RR0804'IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND
 RR0804'THE DISK IS STAMPED BEAVER CREEK M R C NO 2 1945.
 RR0804'
 RR0804'NO AZIMUTH MARK WAS SET.
 RR0804'
 RR0804'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RR0804'HEER TO BEAVER CREEK (MO.R.C.).  IT IS 609.358 METERS (1999 FEET)
 RR0804'N OF STATION HEER 1934.
 RR0804'
 RR0804'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 RR0804'AND A GRAVELED ROAD W WHICH IS JUST N OF THE EMMONS COUNTY
 RR0804'COURTHOUSE, GO W ON GRAVELED ROAD FOR 8.5 MILES, THENCE FOLLOW
 RR0804'MAIN-TRAVELED ROAD N AND W FOR 5.0 MILES TO A CROSS ROAD,
 RR0804'CONTINUE STRAIGHT AHEAD ON TRACK FOR 1.2 MILES TO A WIRE
 RR0804'GATE ON THE RIGHT, PASS THROUGH GATE AND GO N FOR 0.1 MILE
 RR0804'TO THE SUMMIT OF A KNOLL AND THE STATION AS DESCRIBED.
 RR0804'
 RR0804'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 RR0804
 RR0804                          STATION RECOVERY (1948)
 RR0804
 RR0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0804'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.P. IN 1945 AND
 RR0804'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF
 RR0804'THE STATION MARK.  THE DIRT AROUND THE STATION MARK WAS BLOWING
 RR0804'AWAY DUE TO HIGH WINDS.  THE MARK WAS REINFORCED BY THIS PARTY
 RR0804'AND MADE FIRM.
 RR0804'
 RR0804'THIS STATION WAS NOT OCCUPIED IN 1948 BY AN OBSERVING PARTY.
 RR0804'
 RR0804'THE 1945 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.
 RR0804
 RR0804                          STATION RECOVERY (1957)
 RR0804
 RR0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0804'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0804'CONDITION.  THE 1945 DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1276 ***********************************************************************
 TG1276  DESIGNATION -  BEAVER RM 1
 TG1276  PID         -  TG1276
 TG1276  STATE/COUNTY-  ND/WILLIAMS
 TG1276  USGS QUAD   -  RED MIKE HILL (1976)
 TG1276
 TG1276                         *CURRENT SURVEY CONTROL
 TG1276  ___________________________________________________________________
 TG1276* NAD 83(1986)-  48 10 59.     (N)    103 03 55.     (W)     SCALED    
 TG1276* NAVD 88     -       574.476  (meters)    1884.76   (feet)  ADJUSTED  
 TG1276  ___________________________________________________________________
 TG1276  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1276  DYNAMIC HT  -         574.555 (meters)    1885.02  (feet)  COMP
 TG1276  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TG1276
 TG1276  VERT ORDER  -  SECOND    CLASS 0
 TG1276
 TG1276.The horizontal coordinates were scaled from a topographic map and have
 TG1276.an estimated accuracy of +/- 6 seconds.
 TG1276
 TG1276.The orthometric height was determined by differential leveling
 TG1276.and adjusted by the National Geodetic Survey in June 1991..
 TG1276
 TG1276.The geoid height was determined by GEOID03.
 TG1276
 TG1276.The dynamic height is computed by dividing the NAVD 88
 TG1276.geopotential number by the normal gravity value computed on the
 TG1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1276.degrees latitude (g = 980.6199 gals.).
 TG1276
 TG1276.The modeled gravity was interpolated from observed gravity values.
 TG1276
 TG1276;                    North         East    Units  Estimated Accuracy
 TG1276;SPC ND N     -   134,710.      409,290.      MT  (+/- 180 meters Scaled)
 TG1276
 TG1276                          SUPERSEDED SURVEY CONTROL
 TG1276
 TG1276  NGVD 29 (??/??/92)  573.989  (m)         1883.16   (f) ADJ UNCH    2 0
 TG1276
 TG1276.Superseded values are not recommended for survey control.
 TG1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1276.See file dsdata.txt to determine how the superseded data were derived.
 TG1276
 TG1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP438384(NAD 83)
 TG1276_MARKER: DR = REFERENCE MARK DISK
 TG1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1276_STAMPING: BEAVER NO 1 1945
 TG1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1276+STABILITY: SURFACE MOTION
 TG1276
 TG1276  HISTORY     - Date     Condition        Report By
 TG1276  HISTORY     - 1945     MONUMENTED       CGS
 TG1276  HISTORY     - 1946     GOOD             NGS
 TG1276
 TG1276                          STATION DESCRIPTION
 TG1276
 TG1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1276'14.8 MI SE FROM RAY.
 TG1276'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1276'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 14.7 MILES ALONG
 TG1276'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHEAST
 TG1276'SIDE OF A TRIANGLE FORMED BY THREE ROADS, 79.0 FEET NORTH OF THE
 TG1276'CENTER LINE OF AN EAST-WEST DIRT ROAD, 48.0 FEET SOUTHWEST OF AND
 TG1276'ABOUT LEVEL WITH THE CENTER LINE OF THE RAY-HOFFLUND ROAD, 45.6 FEET
 TG1276'SOUTHEAST OF A 4 X 4 IN. MARKER POST AND 43.0 FEET NORTH OF A
 TG1276'TELEPHONE POLE.  A BRONZE DISK STAMPED BEAVER NO 1 1945 SET IN THE TOP
 TG1276'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1277 ***********************************************************************
 TG1277  DESIGNATION -  BEAVER RM 2
 TG1277  PID         -  TG1277
 TG1277  STATE/COUNTY-  ND/WILLIAMS
 TG1277  USGS QUAD   -  RED MIKE HILL (1976)
 TG1277
 TG1277                         *CURRENT SURVEY CONTROL
 TG1277  ___________________________________________________________________
 TG1277* NAD 83(1986)-  48 10 59.     (N)    103 03 55.     (W)     SCALED    
 TG1277* NAVD 88     -       574.637  (meters)    1885.29   (feet)  ADJUSTED  
 TG1277  ___________________________________________________________________
 TG1277  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1277  DYNAMIC HT  -         574.716 (meters)    1885.55  (feet)  COMP
 TG1277  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TG1277
 TG1277  VERT ORDER  -  SECOND    CLASS 0
 TG1277
 TG1277.The horizontal coordinates were scaled from a topographic map and have
 TG1277.an estimated accuracy of +/- 6 seconds.
 TG1277
 TG1277.The orthometric height was determined by differential leveling
 TG1277.and adjusted by the National Geodetic Survey in June 1991..
 TG1277
 TG1277.The geoid height was determined by GEOID03.
 TG1277
 TG1277.The dynamic height is computed by dividing the NAVD 88
 TG1277.geopotential number by the normal gravity value computed on the
 TG1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1277.degrees latitude (g = 980.6199 gals.).
 TG1277
 TG1277.The modeled gravity was interpolated from observed gravity values.
 TG1277
 TG1277;                    North         East    Units  Estimated Accuracy
 TG1277;SPC ND N     -   134,710.      409,290.      MT  (+/- 180 meters Scaled)
 TG1277
 TG1277                          SUPERSEDED SURVEY CONTROL
 TG1277
 TG1277  NGVD 29 (??/??/92)  574.150  (m)         1883.69   (f) ADJ UNCH    2 0
 TG1277
 TG1277.Superseded values are not recommended for survey control.
 TG1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1277.See file dsdata.txt to determine how the superseded data were derived.
 TG1277
 TG1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP438384(NAD 83)
 TG1277_MARKER: DR = REFERENCE MARK DISK
 TG1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1277_STAMPING: BEAVER NO 2 1945
 TG1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1277+STABILITY: SURFACE MOTION
 TG1277
 TG1277  HISTORY     - Date     Condition        Report By
 TG1277  HISTORY     - 1945     MONUMENTED       CGS
 TG1277  HISTORY     - 1946     GOOD             NGS
 TG1277
 TG1277                          STATION DESCRIPTION
 TG1277
 TG1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1277'14.8 MI SE FROM RAY.
 TG1277'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1277'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 14.7 MILES ALONG
 TG1277'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHWEST
 TG1277'CORNER OF A TRIANGLE FORMED BY THREE ROADS, 62.6 FEET SOUTHWEST OF AND
 TG1277'ABOUT LEVEL WITH THE CENTER LINE OF THE RAY-HOFFLUND ROAD, 50.0 FEET
 TG1277'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD AND 49.4 FEET NORTH OF
 TG1277'A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED BEAVER NO 2 1945 SET
 TG1277'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 TG1277'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1556 ***********************************************************************
 SN1556  DESIGNATION -  BECK
 SN1556  PID         -  SN1556
 SN1556  STATE/COUNTY-  ND/SHERIDAN
 SN1556  USGS QUAD   -  DRAKE SE (1958)
 SN1556
 SN1556                         *CURRENT SURVEY CONTROL
 SN1556  ___________________________________________________________________
 SN1556* NAD 83(1996)-  47 48 14.23447(N)    100 15 44.32126(W)     ADJUSTED  
 SN1556* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 SN1556  ___________________________________________________________________
 SN1556  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 SN1556  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SN1556
 SN1556  HORZ ORDER  -  THIRD
 SN1556
 SN1556.The horizontal coordinates were established by classical geodetic methods
 SN1556.and adjusted by the National Geodetic Survey in January 1998..
 SN1556
 SN1556.The orthometric height was scaled from a topographic map.
 SN1556
 SN1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1556
 SN1556.The geoid height was determined by GEOID03.
 SN1556
 SN1556;                    North         East     Units Scale Factor Converg.
 SN1556;SPC ND N     -    89,411.310   617,803.731   MT  0.99994779   +0 10 36.7
 SN1556;SPC ND N     -   293,344.19  2,026,915.13   iFT  0.99994779   +0 10 36.7
 SN1556;UTM  14      - 5,295,282.327   405,481.781   MT  0.99970978   -0 56 06.9
 SN1556
 SN1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1556!SPC ND N     -   0.99991670  x   0.99994779  =   0.99986449
 SN1556!UTM  14      -   0.99991670  x   0.99970978  =   0.99962650
 SN1556
 SN1556:                Primary Azimuth Mark                     Grid Az
 SN1556:SPC ND N     -  ANAMOOSE MUNICIPAL TANK                  008 17 02.1
 SN1556:UTM  14      -  ANAMOOSE MUNICIPAL TANK                  009 23 45.7
 SN1556
 SN1556|---------------------------------------------------------------------|
 SN1556| PID    Reference Object                     Distance      Geod. Az  |
 SN1556|                                                           dddmmss.s |
 SN1556| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX. 9.0 KM 0082738.8 |
 SN1556| CO4336 BECK RM 1                            10.019 METERS 05024     |
 SN1556| CO4335 BECK AZ MK                                         1212555.8 |
 SN1556| CO4337 BECK RM 2                            10.633 METERS 30658     |
 SN1556|---------------------------------------------------------------------|
 SN1556
 SN1556                          SUPERSEDED SURVEY CONTROL
 SN1556
 SN1556  NAD 83(1986)-  47 48 14.23849(N)    100 15 44.31985(W) AD(       ) 3
 SN1556  NAD 27      -  47 48 14.24150(N)    100 15 42.84400(W) AD(       ) 3
 SN1556
 SN1556.Superseded values are not recommended for survey control.
 SN1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1556.See file dsdata.txt to determine how the superseded data were derived.
 SN1556
 SN1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT0548295282(NAD 83)
 SN1556_MARKER: DS = TRIANGULATION STATION DISK
 SN1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1556
 SN1556  HISTORY     - Date     Condition        Report By
 SN1556  HISTORY     - 1962     MONUMENTED       CGS
 SN1556
 SN1556                          STATION DESCRIPTION
 SN1556
 SN1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1556'THE STATION IS LOCATED 5 MILES SOUTH OF THE TOWN OF ANAMOOSE,
 SN1556'IN THE NW 1/4 OF SEC. 22, T150N, R75W, ON THE HIGHEST POINT
 SN1556'OF A KNOLL.
 SN1556'
 SN1556'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 SN1556'14, JUST SOUTH OF THE TOWN OF ANAMOOSE, GO SOUTH ON STATE HIGHWAY
 SN1556'14 FOR 5.2 MILES TO THE TOP OF A GRADE AND A CROSSROAD.  (TO
 SN1556'REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH FOR 0.6
 SN1556'MILE, WITH AZIMUTH ON THE RIGHT.) TURN RIGHT AND GO WEST FOR 1
 SN1556'MILE TO THE HIGHEST POINT OF THE KNOLL AND THE STATION.
 SN1556'
 SN1556'THE STATION MARK IS A STANDARD DISK, STAMPED BECK 1962, AND
 SN1556'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1556'PROJECTS 5 INCHES.  IT IS 151 FEET EAST OF THE CENTER OF A
 SN1556'SECTION LINE ROAD, 38 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND
 SN1556'4.1 FEET SOUTH OF THE WITNESS POST.
 SN1556'
 SN1556'REFERENCE MARK NO. 1, STAMPED BECK NO 1 1962, IS A STANDARD
 SN1556'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1556'PROJECTS 3 INCHES.  IT IS 175 FEET EAST OF THE CENTER OF A
 SN1556'SECTION LINE ROAD, 18 FEET NORTH OF THE CENTER OF A DIRT ROAD
 SN1556'AND 30 FEET NORTHEAST OF THE WITNESS POST.
 SN1556'
 SN1556'REFERENCE MARK NO. 2, STAMPED BECK NO 2 1962, IS A STANDARD
 SN1556'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN1556'PROJECTS 3 INCHES.  IT IS 122 FEET EAST OF THE CENTER OF THE
 SN1556'SECTION LINE ROAD, 33 FEET NORTHWEST OF THE WITNESS POST AND
 SN1556'20 FEET SOUTH OF THE CENTER OF A DIRT ROAD.
 SN1556'
 SN1556'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BECK 1962 AND
 SN1556'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1556'PROJECTS 4 INCHES.  IT IS 103 FEET WEST OF THE CENTER OF STATE
 SN1556'HIGHWAY 7, 3 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD,
 SN1556'2.9 FEET SOUTH OF THE WITNESS POST AND 2 FEET NORTH OF A
 SN1556'TELEPHONE POLE.
 SN1556'
 SN1556'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 53.17 FEET OR 16.206
 SN1556'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0719 ***********************************************************************
 QS0719  DESIGNATION -  BECKER
 QS0719  PID         -  QS0719
 QS0719  STATE/COUNTY-  ND/EMMONS
 QS0719  USGS QUAD   -  POLLOCK NW (1966)
 QS0719
 QS0719                         *CURRENT SURVEY CONTROL
 QS0719  ___________________________________________________________________
 QS0719* NAD 83(1996)-  45 59 18.53109(N)    100 25 44.28656(W)     ADJUSTED  
 QS0719* NAVD 88     -       654.3    (meters)    2147.     (feet)  VERTCON   
 QS0719  ___________________________________________________________________
 QS0719  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 QS0719  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 QS0719
 QS0719  HORZ ORDER  -  FIRST
 QS0719
 QS0719.The horizontal coordinates were established by classical geodetic methods
 QS0719.and adjusted by the National Geodetic Survey in January 1998..
 QS0719
 QS0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0719
 QS0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0719
 QS0719.The geoid height was determined by GEOID03.
 QS0719
 QS0719;                    North         East     Units Scale Factor Converg.
 QS0719;SPC ND S     -    35,774.701   605,503.718   MT  1.00004400   +0 03 06.5
 QS0719;SPC ND S     -   117,371.07  1,986,560.75   iFT  1.00004400   +0 03 06.5
 QS0719;SPC SD N     -   239,589.857   566,761.513   MT  1.00007322   -0 18 13.0
 QS0719;SPC SD N     -   786,054.39  1,859,450.06   sFT  1.00007322   -0 18 13.0
 QS0719;UTM  14      - 5,093,760.291   389,329.083   MT  0.99975057   -1 01 40.1
 QS0719
 QS0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0719!SPC ND S     -   0.99990083  x   1.00004400  =   0.99994483
 QS0719!SPC SD N     -   0.99990083  x   1.00007322  =   0.99997404
 QS0719!UTM  14      -   0.99990083  x   0.99975057  =   0.99965143
 QS0719
 QS0719:                Primary Azimuth Mark                     Grid Az
 QS0719:SPC ND S     -  BECKER AZ MK                             051 58 51.0
 QS0719:SPC SD N     -  BECKER AZ MK                             052 20 10.5
 QS0719:UTM  14      -  BECKER AZ MK                             053 03 37.6
 QS0719
 QS0719|---------------------------------------------------------------------|
 QS0719| PID    Reference Object                     Distance      Geod. Az  |
 QS0719|                                                           dddmmss.s |
 QS0719| CO4338 BECKER AZ MK                                       0520157.5 |
 QS0719| CO4339 BECKER RM 1                          12.810 METERS 18114     |
 QS0719| QS0721 KENEL CHURCH CROSS                  APPROX. 9.7 KM 2095039.3 |
 QS0719| CO4340 BECKER RM 2                          49.940 METERS 30200     |
 QS0719|---------------------------------------------------------------------|
 QS0719
 QS0719                          SUPERSEDED SURVEY CONTROL
 QS0719
 QS0719  NAD 83(1986)-  45 59 18.52129(N)    100 25 44.28068(W) AD(       ) 1
 QS0719  NAD 27      -  45 59 18.53800(N)    100 25 42.83200(W) AD(       ) 1
 QS0719  NGVD 29 (07/19/86)  653.9    (m)         2145.     (f) VERT ANG       
 QS0719
 QS0719.Superseded values are not recommended for survey control.
 QS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0719.See file dsdata.txt to determine how the superseded data were derived.
 QS0719
 QS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8932993760(NAD 83)
 QS0719_MARKER: DS = TRIANGULATION STATION DISK
 QS0719_SETTING: 80 = SET IN A BOULDER
 QS0719_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 QS0719
 QS0719  HISTORY     - Date     Condition        Report By
 QS0719  HISTORY     - 1934     MONUMENTED       CGS
 QS0719  HISTORY     - 1934     GOOD             CGS
 QS0719  HISTORY     - 1948     GOOD             CGS
 QS0719  HISTORY     - 1962     GOOD             CGS
 QS0719  HISTORY     - 1967     GOOD             CGS
 QS0719  HISTORY     - 1968     POOR             USGS
 QS0719  HISTORY     - 1980     POOR             NGS
 QS0719
 QS0719                          STATION DESCRIPTION
 QS0719
 QS0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0719'STATION IS ABOUT 1/2 MILE S OF THE BECKER FARM, ON THE
 QS0719'HIGHEST POINT OF THE HIGHEST OF SEVERAL FLAT-TOPPED BUTTES
 QS0719'WHICH OVERLOOK THE MISSOURI RIVER.  THIS BUTTE IS ROCKY AND
 QS0719'BLUFFS AWAY TO THE S AND W.  THE STATION IS IN SEC. 15, T 129 N,
 QS0719'R 78 W.  THE STATION MARK IS 50 FEET N OF THE EDGE OF THE
 QS0719'BUTTE.
 QS0719'
 QS0719'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN CONCRETE
 QS0719'IN OUTCROPPING BEDROCK.
 QS0719'
 QS0719'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 QS0719'
 QS0719'THE REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 QS0719'BEDROCK.
 QS0719'
 QS0719'REFERENCE MARK NO. 1 IS S OF THE STATION.
 QS0719'
 QS0719'REFERENCE MARK NO. 2 IS WNW OF THE STATION.
 QS0719'
 QS0719'THE AZIMUTH MARK IS ABOUT 0.5 MILE NE OF THE STATION, NEAR
 QS0719'THE N EDGE OF THE BUTTE.
 QS0719'
 QS0719'THE STATION IS REACHED FROM THE BECKER FARM, WHICH IS ABOUT
 QS0719'14 MILES NW OF POLLOCK, SOUTH DAKOTA, AND 4-1/2 MILES N OF THE
 QS0719'NORTH DAKOTA-SOUTH DAKOTA BOUNDARY, BY GOING E THROUGH THE
 QS0719'BARNYARD AND SE AROUND THE HILLS 0.3 MILE TO THE TOP OF THE
 QS0719'BUTTE.  THEN DRIVE W AND SW 0.5 MILE TO THE HIGHEST POINT AND
 QS0719'THE STATION.
 QS0719'
 QS0719'A 10-FOOT STAND WAS ERECTED.
 QS0719
 QS0719                          STATION RECOVERY (1934)
 QS0719
 QS0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0719'STATION IS LOCATED ABOUT 5 MILES W AND 5 MILES N OF POLLOCK,
 QS0719'SOUTH DAKOTA, IN SEC. 15, T 129 N, R 78 W, ON TOP OF A HIGH,
 QS0719'FLAT BLUFF WHICH FORMS THE EASTERN RIM OF THE MISSOURI VALLEY.
 QS0719'
 QS0719'REFERENCE MARK NO. 1 IS DUE S OF STATION IN A BOULDER 9 FEET
 QS0719'N OF CLIFF EDGE.
 QS0719'
 QS0719'REFERENCE MARK NO. 2 IS NNW OF STATION 85 FEET S OF EDGE OF
 QS0719'CLIFF.
 QS0719'
 QS0719'AZIMUTH MARK IS 0.5 MILE ENE OF STATION JUST N OF POINT WHERE
 QS0719'TRAIL TOPS BUTTE.
 QS0719'
 QS0719'REACHED FROM POLLOCK, SOUTH DAKOTA, BY GOING W FROM STANDARD
 QS0719'OIL STATION 3.5 MILES, THENCE N AND W ON MAIN GRADED ROAD 5.9
 QS0719'MILES TO INTERSECTION WITH NORTH AND SOUTH DAKOTA BOUNDARY
 QS0719'ROAD.  CONTINUE N 1.1 MILES, THENCE E AND N ON MAIN ROAD 3.0
 QS0719'MILES.  AT POINT WHERE MAIN ROAD TURNS W GO N THROUGH STANGE
 QS0719'FARM, AND THENCE E ON PRAIRIE ROAD 0.7 MILE TO BECKER FARM.
 QS0719'AT FARM PASS THROUGH BARNYARD AND GO E AND S AROUND HILLS
 QS0719'FOLLOWING WHEEL TRACKS FOR 0.5 MILE.  TURN W UP BUTTE AND GO
 QS0719'WSW 0.5 MILE, TO HIGHEST GROUND AND STATION.
 QS0719
 QS0719                          STATION RECOVERY (1948)
 QS0719
 QS0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 QS0719'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  A
 QS0719'COMPLETE DESCRIPTION FOLLOWS--
 QS0719'
 QS0719'STATION IS LOCATED ABOUT 5 MILES WEST AND 5 MILES NORTH OF
 QS0719'POLLOCK, ABOUT 3 MILES EAST OF THE MISSOURI RIVER, ABOUT 0.5
 QS0719'MILE SOUTH OF BECKERS FARM HOUSE, ON PROPERTY OF HENRY BECKER.
 QS0719'
 QS0719'TO REACH FROM THE INTERSECTION NORTHWEST OF THE HIGH SCHOOL IN
 QS0719'POLLOCK, GO WEST FOR 5.7 MILES TO A FORK, TAKE RIGHT FORK AND
 QS0719'GO NORTH AND WEST ON MAIN ROAD FOR 5.9 MILES TO THE CROSSROAD
 QS0719'AT THE STATE LINE, CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A
 QS0719'FORK, TAKE RIGHT FORK AND GO 2.75 MILES TO THE POINT WHERE THE
 QS0719'MAIN ROAD TURNS LEFT, CONTINUE STRAIGHT AHEAD INTO MR. STANGES
 QS0719'YARD, TURN EAST AND FOLLOW LANE ALONG FENCE FOR 0.6 MILE TO
 QS0719'MR. BECKERS BARNYARD, PASS THROUGH BARNYARD AND GO EAST AND
 QS0719'SOUTH AROUND HILLS FOLLOWING TRACK ROAD FOR 0.5 MILE, TURN
 QS0719'RIGHT UP HILL AND GO WEST-SOUTHWEST FOR 0.1 MILE TO THE
 QS0719'AZIMUTH MARK ON RIGHT, CONTINUE WEST-SOUTHWEST FOR 0.4 MILE
 QS0719'TO THE HIGHEST POINT ON THE RIDGE AND THE STATION.
 QS0719'
 QS0719'STATION IS 10 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 QS0719'BRONZE DISK SET IN CONCRETE IN A DEPRESSION IN A BOULDER.  IT
 QS0719'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED BECKER 1934.
 QS0719'
 QS0719'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 QS0719'IN A DEPRESSION IN A BOULDER.  IT IS FLUSH WITH THE GROUND,
 QS0719'AND THE DISK IS STAMPED BECKER NO 1 1934.
 QS0719'
 QS0719'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 QS0719'IN A DEPRESSION IN A BOULDER.  IT IS FLUSH WITH THE GROUND,
 QS0719'AND THE DISK IS STAMPED BECKER NO 2 1934.
 QS0719'
 QS0719'AZIMUTH MARK IS 100 FEET NORTHWEST OF A TRACK ROAD AND 6 FEET
 QS0719'SOUTHEAST OF A WITNESS POST.  IT IS A CONCRETE MONUMENT
 QS0719'PROJECTING 5 INCHES, AND THE DISK IS STAMPED BECKER 1934.
 QS0719'
 QS0719'OBSERVATIONS MADE FROM A 4-FOOT, WOODEN STAND.
 QS0719
 QS0719                          STATION RECOVERY (1962)
 QS0719
 QS0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 QS0719'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 QS0719'CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO
 QS0719'REACH.  A NEW TO REACH FOLLOWS--
 QS0719'
 QS0719'TO REACH THE STATION FROM THE POST OFFICE IN POLLOCK, SOUTH
 QS0719'DAKOTA, GO NORTH ON A GRAVEL ROAD ACROSS THE DAM FOR 1.1 MILE
 QS0719'TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A GRAVEL ROAD
 QS0719'FOR 2.8 MILES TO A POINT WHERE A GRADED ROAD GOES STRAIGHT
 QS0719'AND THE MAIN TRAVELED ROAD TURNS RIGHT.  TURN RIGHT AND GO
 QS0719'NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A T-INTERSECTION.  TURN
 QS0719'LEFT AND GO WEST ON THE MAIN TRAVEL ROAD FOR 2.9 MILES TO A
 QS0719'POINT WHERE A GRADED ROAD GOES STRAIGHT AND THE MAIN ROAD
 QS0719'TURNS RIGHT.  TURN RIGHT AND GO EAST AND NORTH ON A GRADED
 QS0719'ROAD FOR 2.5 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO
 QS0719'EAST AND NORTH ON A GRADED ROAD FOR 2.7 MILES TO A POINT
 QS0719'WHERE THE GRADED ROAD TURNS LEFT AND A HOUSE IS STRAIGHT
 QS0719'AHEAD.  GO STRAIGHT FOR 0.05 MILE TO A SIDE ROAD ON THE
 QS0719'RIGHT.  TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.6
 QS0719'MILE TO A HOUSE AND BARN.  PASS THROUGH A GATE SOUTH OF THE
 QS0719'BARN AND GO EAST AND SOUTH ON A DIM ROAD FOR 0.5 MILE TO
 QS0719'THE TOP OF THE RIDGE AND THE AZIMUTH MARK ON THE RIGHT.
 QS0719'CONTINUE SOUTH FOR 0.3 MILE TO THE HIGHEST POINT OF THE RIDGE AND
 QS0719'THE STATION.
 QS0719
 QS0719                          STATION RECOVERY (1967)
 QS0719
 QS0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JSA)
 QS0719'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0719'CONDITION AS DESCRIBED.
 QS0719'
 QS0719'THE OLD DESCRIPTION IS ADEQUATE.
 QS0719'
 QS0719'HEIGHT OF INSTRUMENT 4.91 FEET - STANDARD BRACED TRIPOD USED.
 QS0719
 QS0719                          STATION RECOVERY (1968)
 QS0719
 QS0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (MEF)
 QS0719'REFERENCE MARK, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 QS0719'AS DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND
 QS0719'AZIMUTH MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.  STA.
 QS0719'MARK DISK IS ALL CHISELED OFF EXCEPT TRIANGULATION STATION.
 QS0719
 QS0719                          STATION RECOVERY (1980)
 QS0719
 QS0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QS0719'THE STATION WAS RECOVERED TO USE FOR AN INITIAL AT STATION BOUNDARY
 QS0719'MONUMENT 186 1/2 1934.  THE ROUTE TO THE STATION HAS CHANGED, THE
 QS0719'STATION MARK DISK EDGES HAVE BEEN BROKEN OFF BUT THE CENTER OF THE
 QS0719'DISK, INCLUDING THE TRIANGLE AND DOT, IS STILL CONNECTED SOLIDLY TO
 QS0719'THE STEM.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 QS0719'ALONG WITH THE AZIMUTH MARK.  THE DISTANCES TO THE REFERENCE MARKS
 QS0719'DIFFERED FROM THE 1948 DISTANCES AND WERE DOUBLE CHECKED IN THE
 QS0719'FIELD.  NEW DESCRIPTIVE TEXT FOLLOWS--
 QS0719'
 QS0719'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) NORTHWEST OF POLLOCK,
 QS0719'SD, 3 MILES (4.8 KM) EAST OF THE MISSOURI RIVER AND 0.5 MILE (0.8 KM)
 QS0719'SOUTH OF DONALD BECKERS FARM BUILDINGS.  MR. BECKER IS THE PROPERTY
 QS0719'OWNER.
 QS0719'
 QS0719'TO REACH THE STATION FROM THE POST OFFICE IN POLLOCK, SD, GO NORTH ON
 QS0719'AN ASPHALT ROAD FOR 1.05 MILES (1.7 KM) TO A SIDE ROAD LEFT.  TURN
 QS0719'LEFT AND GO WEST, NORTH AND WEST FOR 6.6 MILES (10.6 KM) TO WHERE THE
 QS0719'ROAD TURNS NORTH AGAIN.  CONTINUE ON THE MAIN ROAD NORTH AND
 QS0719'NORTHWEST FOR 1.15 MILE TO A SIDE ROAD LEFT AND THE SD-ND STATE LINE.
 QS0719'CONTINUE NORTH ON THE MAIN ROAD FOR 1.1 MILES (1.8 KM) TO A FORK.
 QS0719'TAKE THE RIGHT FORK GOING EAST AND NORTH FOR 2.75 MILES (4.4 KM) TO A
 QS0719'SHARP CURVE LEFT.  CONTINUE ON MAIN ROAD WEST AND NORTH FOR 0.7 MILES
 QS0719'(1.1 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 QS0719'ROAD FOR 0.5 MILE (0.8 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QS0719'SOUTH AND EAST ON A GRAVELED ROAD FOR 0.75 MILE (1.2 KM) TO DONALD
 QS0719'BECKERS FARM BUILDINGS IN A LARGE GROVE OF TREES.  FOLLOW TRACK ROAD
 QS0719'TO THE EAST OF A LARGE METAL MACHINE BUILDING, GOING EAST AND SOUTH
 QS0719'FOR 0.05 MILE (0.1 KM) TO A GATE.  PASS THROUGH GATE AND IMMEDIATELY
 QS0719'TURN LEFT AND GO EAST ALONG SOUTH SIDE OF A FENCE FOR 0.2 MILE (0.3
 QS0719'KM) TO WHERE THE TRAIL BEARS RIGHT.  FOLLOW TRAIL SOUTH UP A DRAW AND
 QS0719'THEN WEST UP STEEP SLOPE TO THE TOP OF A RIDGE FOR 0.25 MILE (0.4 KM)
 QS0719'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ALONG THE TOP
 QS0719'OF THE RIDGE FOR 0.35 MILE (0.6 KM) TO THE STATION ON THE HIGHEST
 QS0719'POINT ON THE RIDGE.
 QS0719'
 QS0719'THE STATION IS THE CENTER PART OF A STANDARD DISK, INCLUDING THE
 QS0719'TRIANGLE AND DOT, CEMENTED IN A DRILL HOLE IN BEDROCK.  THERE IS NO
 QS0719'STAMPING LEFT ON IT.  IT IS LOCATED 0.8 METER (2.5 FEET) W FROM A
 QS0719'METAL WITNESS POST.
 QS0719'
 QS0719'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QS0719'NOS) DISK STAMPED---BECKER NO 1 1934---SET INTO ROCK OUTCROP
 QS0719'LOCATED 0.5 METER (1.5 FEET) NW FROM A SMALL CAIRN AND IS LEVEL WITH
 QS0719'THE STATION.
 QS0719'
 QS0719'REFERENCE MARK NO. 2 IS A TRIANGULATION STATION DISK WITH THE
 QS0719'TRIANGLE OBLITERATED AND AN ARROW STAMPED ON IT.  IT IS
 QS0719'STAMPED---BECKER NO 2 1934---AND IS CEMENTED IN A DRILL HOLE IN
 QS0719'BEDROCK LOCATED 0.5 METER (1.5 FEET) SE FROM A SMALL CAIRN AND 2
 QS0719'METERS (6.5 FEET).
 QS0719'
 QS0719'AZIMUTH MARK IS A TRIANGULATION STATION DISK WITH THE TRIANGLE
 QS0719'OBLITERATED AND AN ARROW STAMPED ON IT, STAMPED---BECKER AZIMUTH
 QS0719'1934---SET IN THE TOP OF A 12-INCH (30 CM) SQUARE CONCRETE MONUMENT
 QS0719'WHICH PROJECTS 7 INCHES (18 CM).  IT IS LOCATED 0.4 METER (1.3 FEET)
 QS0719'W FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1320 ***********************************************************************
 SL1320  DESIGNATION -  BEDFORD
 SL1320  PID         -  SL1320
 SL1320  STATE/COUNTY-  ND/CASS
 SL1320  USGS QUAD   -  AYR NW (1967)
 SL1320
 SL1320                         *CURRENT SURVEY CONTROL
 SL1320  ___________________________________________________________________
 SL1320* NAD 83(1996)-  47 08 01.49265(N)    097 29 38.17629(W)     ADJUSTED  
 SL1320* NAVD 88     -       388.61   (+/-2cm)    1275.0    (feet)  VERTCON   
 SL1320  ___________________________________________________________________
 SL1320  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 SL1320  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SL1320
 SL1320  HORZ ORDER  -  FIRST
 SL1320  VERT ORDER  -  THIRD ? (See Below)
 SL1320
 SL1320.The horizontal coordinates were established by classical geodetic methods
 SL1320.and adjusted by the National Geodetic Survey in January 1998..
 SL1320
 SL1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1320.The vertical order pertains to the NGVD 29 superseded value.
 SL1320
 SL1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1320
 SL1320.The geoid height was determined by GEOID03.
 SL1320
 SL1320;                    North         East     Units Scale Factor Converg.
 SL1320;SPC ND S     -   167,440.945   827,990.716   MT  0.99994946   +2 11 33.2
 SL1320;SPC ND S     -   549,346.93  2,716,504.97   iFT  0.99994946   +2 11 33.2
 SL1320;SPC ND N     -    19,322.035   828,016.457   MT  1.00007233   +2 14 12.9
 SL1320;SPC ND N     -    63,392.50  2,716,589.43   iFT  1.00007233   +2 14 12.9
 SL1320;UTM  14      - 5,221,127.537   614,212.239   MT  0.99976032   +1 06 14.3
 SL1320
 SL1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1320!SPC ND S     -   0.99994312  x   0.99994946  =   0.99989258
 SL1320!SPC ND N     -   0.99994312  x   1.00007233  =   1.00001544
 SL1320!UTM  14      -   0.99994312  x   0.99976032  =   0.99970345
 SL1320
 SL1320:                Primary Azimuth Mark                     Grid Az
 SL1320:SPC ND S     -  BEDFORD AZ MK                            359 48 58.4
 SL1320:SPC ND N     -  BEDFORD AZ MK                            359 46 18.7
 SL1320:UTM  14      -  BEDFORD AZ MK                            000 54 17.3
 SL1320
 SL1320|---------------------------------------------------------------------|
 SL1320| PID    Reference Object                     Distance      Geod. Az  |
 SL1320|                                                           dddmmss.s |
 SL1320| SL1712 BEDFORD AZ MK                                      0020031.6 |
 SL1320| SL1713 BEDFORD RM 2                         22.804 METERS 00215     |
 SL1320| AJ5174 BEDFORD RM 1                         38.716 METERS 09133     |
 SL1320|---------------------------------------------------------------------|
 SL1320
 SL1320                          SUPERSEDED SURVEY CONTROL
 SL1320
 SL1320  NAD 83(1986)-  47 08 01.49159(N)    097 29 38.16595(W) AD(       ) 1
 SL1320  NAD 27      -  47 08 01.55800(N)    097 29 36.85400(W) AD(       ) 1
 SL1320  NGVD 29 (07/19/86)  388.25   (m)         1273.8    (f) LEVELING    3  
 SL1320
 SL1320.Superseded values are not recommended for survey control.
 SL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1320.See file dsdata.txt to determine how the superseded data were derived.
 SL1320
 SL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1421221128(NAD 83)
 SL1320_MARKER: DS = TRIANGULATION STATION DISK
 SL1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1320_STAMPING: BEDFORD 1954
 SL1320_MARK LOGO: CGS   
 SL1320_PROJECTION: FLUSH
 SL1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1320+STABILITY: SURFACE MOTION
 SL1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1320+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 SL1320
 SL1320  HISTORY     - Date     Condition        Report By
 SL1320  HISTORY     - 1954     MONUMENTED       CGS
 SL1320  HISTORY     - 1963     GOOD             CGS
 SL1320  HISTORY     - 19820518 GOOD             NGS
 SL1320  HISTORY     - 20000822 GOOD             NDHD
 SL1320
 SL1320                          STATION DESCRIPTION
 SL1320
 SL1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1320'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF A COUNTY
 SL1320'ROAD AND ADJACENT TO PROPERTY OWNED BY MR. A.T. THOMPSON.  IT IS
 SL1320'ABOUT 7 MILES NORTH OF AYR AND 4 MILES EAST-SOUTHEAST OF PAGE.
 SL1320'
 SL1320'REACHED FROM THE POST OFFICE IN PAGE BY GOING SOUTH ON THE MAIN
 SL1320'STREET FOR 0.35 MILE TO A T-ROAD.  TURN LEFT, EAST, AND GO 3.8
 SL1320'MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, AND GO 1.25 MILES TO
 SL1320'THE TOP OF A RISE AND THE STATION ON THE RIGHT.
 SL1320'
 SL1320'THE STATION MARK IS 48 FEET WEST OF THE APPROXIMATE CENTER OF
 SL1320'A GRAVELED ROAD, 45 FEET SOUTH OF A TELEPHONE POLE, 4 FEET NORTH
 SL1320'OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 SL1320'3 INCHES, AND THE DISK IS STAMPED BEDFORD 1954.
 SL1320'
 SL1320'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 77 FEET EAST
 SL1320'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH
 SL1320'OF A POWER POLE.  THE MARK PROJECTS 1 INCH, AND THE DISK IS
 SL1320'STAMPED BEDFORD NO 1 1954.
 SL1320'
 SL1320'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 48 FEET WEST
 SL1320'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 29 FEET NORTH
 SL1320'OF THE TELEPHONE POLE, AND 1 FOOT EAST OF THE FENCE.  THE MARK
 SL1320'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BEDFORD NO 2 1954.
 SL1320'
 SL1320'THE AZIMUTH MARK, APPROXIMATELY 0.8 MILE NORTH OF THE STATION,
 SL1320'IS 75 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 SL1320'ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, AND 2 FEET SOUTH OF
 SL1320'A POWER POLE.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 SL1320'STAMPED BEDFORD 1954.
 SL1320'
 SL1320'HEIGHT OF LIGHT ABOVE STATION MARK 26 METER
 SL1320
 SL1320                          STATION RECOVERY (1963)
 SL1320
 SL1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL1320'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SL1320'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE 1 FOOT NORTH OF A
 SL1320'POWERLINE POLE INSTEAD OF 2 FEET SOUTH AS ORIGINALLY DESCRIBED.
 SL1320'
 SL1320'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 SL1320'RECOVERY.
 SL1320
 SL1320                          STATION RECOVERY (1982)
 SL1320
 SL1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SL1320'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 SL1320'REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED BY FARM EQUIPMENT.  THE
 SL1320'AZIMUTH MARK IS BESIDE A POWER POLE THAT WILL BE REMOVED IN THE NEAR
 SL1320'FUTURE AND AT THAT TIME THE PROPERTY OWNER WANTED THE MARK REMOVED.
 SL1320'THEREFORE AZIMUTH MARK 2 WAS ESTABLISHED.  REFERENCE MARKS 3 AND 4
 SL1320'WERE ALSO ESTABLISHED NEW DESCRIPTIVE TEXT FOLLOWS.
 SL1320' 
 SL1320'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF AYR, 6.4 KM
 SL1320'(3.95 MI) EAST-SOUTHEAST OF PAGE IN COUNTY ROAD RIGHT OF WAY, ADJACENT
 SL1320'TO PROPERTY OWNED BY ROBERT THOMPSON, BOX 106, PAGE, ND.  TO REACH THE
 SL1320'STATION FROM THE JUNCTION OF HIGHWAY 38 AND COUNTY ROAD 26 ABOUT 0.8
 SL1320'KM (0.50 MI) SOUTHWEST OF PAGE, GO EAST ON COUNTY ROAD 26 FOR 6.7 KM
 SL1320'(4.15 MI) TO A CROSSROAD TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 SL1320'2.0 KM (1.25 MI) TO THE STATION ON THE RIGHT.
 SL1320' 
 SL1320'THE STATION IS A STANDARD CGS DISK STAMPED--BEDFORD 1954--, SET INTO
 SL1320'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 SL1320'FLUSH WITH THE GROUND.  LOCATED ALONG EAST EDGE OF CULTIVATED FIELD.
 SL1320' LOCATED 32.9 METERS (107.9 FT) SOUTH FROM THE CENTER OF AN APPROACH
 SL1320'ROAD.  16.0 METERS (52.5 FT) WEST FROM THE CENTER OF A GRAVELED ROAD
 SL1320'AND 0.29 METER (0.95 FT) EAST FROM A METAL WITNESS POST.
 SL1320' 
 SL1320'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BEDFORD 1954 NO 3
 SL1320'1982--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 SL1320'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE DISK WAS SET INTO A DRILL
 SL1320'HOLE IN THE TOP OF THE OLD MONUMNT OF REFERENCE MARK 2 WHICH HAD BEEN
 SL1320'HIT WITH MACHINERY AND THE DISK BROKEN FROM THE STEM.  LOCATED ALONG
 SL1320'EAST EDGE OF CULTIVATED FIELD.  LOCATED 15.8 METERS (51.8 FT) WEST
 SL1320'FROM THE CENTER OF A GRAVELED ROAD.  10.0 METERS (32.8 FT) SOUTH FROM
 SL1320'THE CENTER OF AN APPROACH ROAD.  0.31 METER (1.02 FT) EAST FROM A
 SL1320'METAL WITNESS POST AND 1.3 FEET (0.4 M) LOWER THAN THE STATION.
 SL1320' 
 SL1320'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED--BEDFORD 1954 NO 4
 SL1320'1982--, SET INTO A DRILL HOLE IN CONCRETE BASE OF A RED AND WHITE
 SL1320'MAST.  THE CONCRETE BASE IS 1.1 M (3.6 FT) SQUARE.  THE MAST IS ABOUT
 SL1320'96 M (315.0 FT) WEST OF THE CENTER OF THE GRAVELED ROAD. LOCATED 3.0
 SL1320'METERS (9.8 FT) NORTHEAST FROM THE SE CORNER OF A METAL BUILDING.
 SL1320'1.92 METERS (6.30 FT) SOUTHEAST FROM THE NE CORNER OF A METAL
 SL1320'BUILDING.  0.7 METER (2.3 FT) EAST FROM THE WEST EDGE OF BASE.  0.15
 SL1320'METER (0.49 FT) SOUTH FROM THE NORTH EDGE OF BASE AND 3.3 FEET (1.0 M)
 SL1320'HIGHER THAN THE STATION.
 SL1320' 
 SL1320'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--BEDFORD 1954 NO 2
 SL1320'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 SL1320'(30 CM) IN DIAMETER, FLUSH WITH GROUND. LOCATED ON NORTH SIDE OF A
 SL1320'FIELD APPROACH. THE UNDERGROUND MARK IS A STANDARD NGS DISK, SET INTO
 SL1320'THE TOP OF AN IRREGULAR MASS OF CONCRETE, ABOUT 1 M (3.3 FT) BELOW THE
 SL1320'SURFACE. LOCATED 8.2 METERS (26.9 FT) EAST FROM THE CENTER OF THE
 SL1320'GRAVELED ROAD.  2.4 METERS (7.9 FT) WEST FROM THE WEST EDGE OF
 SL1320'CULTIVATED FIELD.  0.36 METER (1.18 FT) SOUTH FROM A METAL WITNESS
 SL1320'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 SL1320'GRAVELED ROAD FOR 0.8 KM (0.50 MI) TO THE MARK ON THE LEFT.
 SL1320
 SL1320                          STATION RECOVERY (2000)
 SL1320
 SL1320'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL1320'STAMPED 'BEDFORD 1954'
 SL1320'53.0 FT WEST OF CENTER OF GRAVEL ROAD AT TOP OF HILL. POWER/TELEPHONE
 SL1320'POLES NOT IN VICINITY. FENCE REMOVED. STATION IS 1.3 FT NORTH EAST OF
 SL1320'WITNESS POST. 114.0 FT SOUTH OF CENTER LINE OF ACCESS ROAD WEST SIDE
 SL1320'AT HIGH POINT OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0403 ***********************************************************************
 RS0403  DESIGNATION -  BEESLEY
 RS0403  PID         -  RS0403
 RS0403  STATE/COUNTY-  ND/ADAMS
 RS0403  USGS QUAD   -  NASON HILL (1974)
 RS0403
 RS0403                         *CURRENT SURVEY CONTROL
 RS0403  ___________________________________________________________________
 RS0403* NAD 83(1996)-  46 00 09.83359(N)    102 01 43.78328(W)     ADJUSTED  
 RS0403* NAVD 88     -       827.8    (meters)    2716.     (feet)  VERTCON   
 RS0403  ___________________________________________________________________
 RS0403  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 RS0403  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 RS0403
 RS0403  HORZ ORDER  -  FIRST
 RS0403
 RS0403.The horizontal coordinates were established by classical geodetic methods
 RS0403.and adjusted by the National Geodetic Survey in January 1998..
 RS0403
 RS0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0403
 RS0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0403
 RS0403.The geoid height was determined by GEOID03.
 RS0403
 RS0403;                    North         East     Units Scale Factor Converg.
 RS0403;SPC ND S     -    38,508.651   481,580.406   MT  1.00004039   -1 06 54.4
 RS0403;SPC ND S     -   126,340.72  1,579,988.21   iFT  1.00004039   -1 06 54.4
 RS0403;SPC SD N     -   243,055.126   442,852.266   MT  1.00007735   -1 26 09.2
 RS0403;SPC SD N     -   797,423.36  1,452,924.48   sFT  1.00007735   -1 26 09.2
 RS0403;UTM  13      - 5,098,643.814   730,049.858   MT  1.00025065   +2 08 17.9
 RS0403;UTM  14      - 5,098,812.115   265,486.026   MT  1.00027615   -2 10 47.4
 RS0403
 RS0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0403!SPC ND S     -   0.99987324  x   1.00004039  =   0.99991362
 RS0403!SPC SD N     -   0.99987324  x   1.00007735  =   0.99995058
 RS0403!UTM  13      -   0.99987324  x   1.00025065  =   1.00012386
 RS0403!UTM  14      -   0.99987324  x   1.00027615  =   1.00014935
 RS0403
 RS0403|---------------------------------------------------------------------|
 RS0403| PID    Reference Object                     Distance      Geod. Az  |
 RS0403|                                                           dddmmss.s |
 RS0403| CQ7024 BEESLEY RM 1                         24.857 METERS 09951     |
 RS0403| CQ7023 BEESLEY AZ MK                                      1191324.4 |
 RS0403| CQ7025 BEESLEY RM 2                         24.013 METERS 23150     |
 RS0403| QT0380 LEMMON AMERICAN LUTH CH SPIRE       APPROX.12.4 KM 2365357.5 |
 RS0403| QT0383 LEMMON MUNICIPAL TANK               APPROX.12.8 KM 2391948.5 |
 RS0403| QT0381 LEMMON MUNICIPAL STANDPIPE          APPROX.12.8 KM 2391950.5 |
 RS0403|---------------------------------------------------------------------|
 RS0403
 RS0403                          SUPERSEDED SURVEY CONTROL
 RS0403
 RS0403  NAD 83(1986)-  46 00 09.82520(N)    102 01 43.78074(W) AD(       ) 1
 RS0403  NAD 27      -  46 00 09.81800(N)    102 01 42.24600(W) AD(       ) 1
 RS0403  NGVD 29 (07/19/86)  827.3    (m)         2714.     (f) VERT ANG       
 RS0403
 RS0403.Superseded values are not recommended for survey control.
 RS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0403.See file dsdata.txt to determine how the superseded data were derived.
 RS0403
 RS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL3005098644(NAD 83)
 RS0403_MARKER: DS = TRIANGULATION STATION DISK
 RS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0403
 RS0403  HISTORY     - Date     Condition        Report By
 RS0403  HISTORY     - 1934     MONUMENTED       CGS
 RS0403  HISTORY     - 1946     GOOD             CGS
 RS0403  HISTORY     - 1951     GOOD             CGS
 RS0403
 RS0403                          STATION DESCRIPTION
 RS0403
 RS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0403'STATION IS LOCATED NEAR THE SW CORNER OF THE SE 1/4 OF THE SEC.
 RS0403'11, T 129 N, R 91 W, ABOUT 6 MILES E AND 3 MILES N OF LEMMON,
 RS0403'ABOUT 225 FEET E OF THE 1/4 LINE FENCE, AND 50 FEET N OF THE E
 RS0403'AND W SECTION LINE ON TOP OF A HIGH PROMINENT MESA, IN PASTURE
 RS0403'LAND OWNED BY A.L. BEESLEY WHO LIVES ABOUT 0.4 MILE E OF STATION.
 RS0403'IT IS LOCATED ABOUT 225 FEET E OF N AND S FENCE LINE, 76 FEET
 RS0403'E OF TELEPHONE POLE, AND 75 FEET S OF N RIM OF BUTTE, 90 FEET
 RS0403'N OF S RIM OF BUTTE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE
 RS0403'SURFACE OF THE GROUND.
 RS0403'
 RS0403'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RS0403'BRONZE DISKS, SET IN CONCRETE.
 RS0403'
 RS0403'REFERENCE MARK NO. 1 IS 24.857 METERS (81.55 FEET) SSE OF STATION,
 RS0403'ABOUT 30 FEET W OF TELEPHONE POLE.  MARK PROJECTS ABOUT 6 INCHES
 RS0403'ABOVE THE SURFACE OF THE GROUND.
 RS0403'
 RS0403'REFERENCE MARK NO. 2 IS 24.021 METERS (78.81 FEET) SW OF STATION,
 RS0403'ABOUT 30 FEET N OF S EDGE OF BUTTE.  MARK PROJECTS ABOUT 6 INCHES
 RS0403'ABOVE THE SURFACE OF THE GROUND.
 RS0403'
 RS0403'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF STATION, AND IS
 RS0403'REACHED FROM THE BEESLEY HOME BY GOING E 0.1 MILE, THEN RIGHT,
 RS0403'S, GO 0.2 MILE TO TOP OF SMALL HILL.  MARK IS ABOUT 25 FEET W
 RS0403'OF CENTER LINE OF N AND S ROAD, PROJECTING ABOUT 5 INCHES ABOVE
 RS0403'THE SURFACE OF THE GROUND.
 RS0403'
 RS0403'STATION IS REACHED FROM THE POST OFFICE IN LEMMON BY GOING E
 RS0403'ON U.S. HIGHWAY 12, 5.5 MILES TO CROSSROADS, THEN LEAVE U.S.
 RS0403'HIGHWAY 12 AND GO N ON DIRT ROAD 0.65 MILE TO T-FORK AND STATE
 RS0403'LINE, TURN RIGHT AND GO E ALONG STATE LINE 0.55 MILE, TURN LEFT
 RS0403'AND GO N 3.0 MILES TO CROSSROADS, THEN TURN RIGHT AND GO E 2.0
 RS0403'MILES TO CROSSROADS, TURN LEFT AND GO N 1.0 MILE TO CROSSROADS,
 RS0403'TURN LEFT AND GO W 1.1 MILES, TURN RIGHT AND GO N INTO FARMYARD
 RS0403'TO BLACK TAR PAPER HOUSE, THEN GO THROUGH GATE IN N AND S
 RS0403'FENCE, ABOUT 150 FEET N OF HOUSE, AND FOLLOW A TRAIL W THROUGH
 RS0403'PASTURE 0.45 MILE TO HIGHEST POINT OF HILL AND STATION.
 RS0403'
 RS0403'HEIGHT OF LIGHT ABOVE STATION MARK - 0.1 METER.
 RS0403
 RS0403                          STATION RECOVERY (1946)
 RS0403
 RS0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 RS0403'ORIGINAL DESCRIPTION COMPLETE AND CORRECT EXCEPT AS FOLLOWS--
 RS0403'
 RS0403'THE STATION IS ABOUT 7 MILES EAST AND 4 MILES NORTH OF LEMMON,
 RS0403'SOUTH DAKOTA.  THE TELEPHONE POLE REFERRED TO IS GONE.  REFERENCE
 RS0403'MARK 1 IS EAST-SOUTHEAST OF THE STATION.
 RS0403'
 RS0403'THE ROAD VIA THE ORIGINAL ROUTE TO THE STATION HAS BEEN CLOSED.
 RS0403'TO REACH FROM THE POST OFFICE IN LEMMON GO NORTH 2 BLOCKS AND EAST
 RS0403'ONE BLOCK TO THE INTERSECTION OF SECOND AND MAIN STREETS, CONTINUE
 RS0403'EAST 1.8 MILES, TURN NORTH 2 MILES ON SECTION LINE ROAD, TURN
 RS0403'EAST 3 MILES, NORTH 1 MILE, EAST 2 MILES, AND TURN NORTH, ALL ON
 RS0403'SECTION LINE ROADS.  CONTINUE NORTH TO THE AZIMUTH MARK ON THE
 RS0403'LEFT 0.8 MILE.  CONTINUE NORTH 0.5 MILE (0.3 MILE NORTH OF SECTION
 RS0403'CORNER) TO A FIELD GATE ON THE LEFT.  ENTER GATE AND PROCEED
 RS0403'WEST ALONG SOUTH SIDE OF EAST - WEST FENCE AND THEN TURN SOUTH
 RS0403'UP THE DRAW BETWEEN THE FIRST AND SECOND HILLS WEST OF THE GATE
 RS0403'AND SWING AROUND TO THE RIGHT AND UP THE SOUTH SLOPE OF THE
 RS0403'HILL TO THE STATION AS DESCRIBED.  STATION IS 0.5 MILE FROM
 RS0403'THE GATE.
 RS0403'
 RS0403'THE BEESLEY FARM BUILDINGS REFERRED TO ARE GONE.  ALL MARKS ARE IN
 RS0403'GOOD CONDITION.
 RS0403
 RS0403                          STATION RECOVERY (1951)
 RS0403
 RS0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0403'STATION RECOVERED AND MARKS FOUND IN GOOD CONDITION.  THE 1946
 RS0403'DESCRIPTION OF F.R. GOSSETT TO REACH THE STATION IS ADEQUATE
 RS0403'AND CORRECT.  THE PROPERTY IS NOW OWNED BY MR. CLARENCE GIBBONS.
 RS0403'
 RS0403'THE STATION MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS
 RS0403'STAMPED BEESLEY 1934.
 RS0403'
 RS0403'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES, AND THE DISK IS
 RS0403'STAMPED BEESLEY NO 1 1934.
 RS0403'
 RS0403'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES, AND THE DISK IS
 RS0403'STAMPED BEESLEY 1934.
 RS0403'
 RS0403'AZIMUTH MARK PROJECTS ABOUT 5 INCHES, AND THE DISK IS STAMPED
 RS0403'BEESLEY AZI 1934.  IT IS A REFERENCE MARK DISK SET IN THE TOP OF
 RS0403'A 12-INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2076 ***********************************************************************
 TE2076  DESIGNATION -  BELCOURT BUR INDIAN AFFAIRS TK
 TE2076  PID         -  TE2076
 TE2076  STATE/COUNTY-  ND/ROLETTE
 TE2076  USGS QUAD   -  BELCOURT (1968)
 TE2076
 TE2076                         *CURRENT SURVEY CONTROL
 TE2076  ___________________________________________________________________
 TE2076* NAD 83(1996)-  48 50 37.97728(N)    099 44 28.95259(W)     ADJUSTED  
 TE2076* NAVD 88     -                                                        
 TE2076  ___________________________________________________________________
 TE2076  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 TE2076  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TE2076
 TE2076  HORZ ORDER  -  THIRD
 TE2076
 TE2076.The horizontal coordinates were established by classical geodetic methods
 TE2076.and adjusted by the National Geodetic Survey in January 1998..
 TE2076
 TE2076
 TE2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2076
 TE2076.The geoid height was determined by GEOID03.
 TE2076
 TE2076;                    North         East     Units Scale Factor Converg.
 TE2076;SPC ND N     -   205,289.864   655,683.607   MT  1.00002380   +0 33 52.3
 TE2076;SPC ND N     -   673,523.18  2,151,192.94   iFT  1.00002380   +0 33 52.3
 TE2076;UTM  14      - 5,410,366.160   445,604.834   MT  0.99963635   -0 33 29.6
 TE2076
 TE2076                          SUPERSEDED SURVEY CONTROL
 TE2076
 TE2076  NAD 83(1986)-  48 50 37.97856(N)    099 44 28.92906(W) AD(       ) 4
 TE2076  NAD 27      -  48 50 37.96421(N)    099 44 27.37211(W) AD(       ) 3
 TE2076
 TE2076.Superseded values are not recommended for survey control.
 TE2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2076.See file dsdata.txt to determine how the superseded data were derived.
 TE2076
 TE2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4560510366(NAD 83)
 TE2076
 TE2076  HISTORY     - Date     Condition        Report By
 TE2076  HISTORY     - 1968     MONUMENTED       USGS
 TE2076
 TE2076                          STATION DESCRIPTION
 TE2076
 TE2076'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2076'BUREAU OF INDIAN AFFAIRS WATER TANK IN BELCOURT, N. DAK., ON A SMALL
 TE2076'HILL IN THE NE. EDGE OF BELCOURT.  IT WAS ERECTED IN 1961 BY
 TE2076'PITTSBURG-DES MOINES STEEL CO. (100,000 GALS. CAPACITY).
 TE2076'
 TE2076'THE STATION WAS INTERSECTED FROM ET STATIONS PERTH, AND CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1782 ***********************************************************************
 TG1782  DESIGNATION -  BELDEN
 TG1782  PID         -  TG1782
 TG1782  STATE/COUNTY-  ND/MOUNTRAIL
 TG1782  USGS QUAD   -  BELDEN (1981)
 TG1782
 TG1782                         *CURRENT SURVEY CONTROL
 TG1782  ___________________________________________________________________
 TG1782* NAD 83(1996)-  48 09 16.36047(N)    102 15 42.78167(W)     ADJUSTED  
 TG1782* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 TG1782  ___________________________________________________________________
 TG1782  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 TG1782  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG1782
 TG1782  HORZ ORDER  -  FIRST
 TG1782
 TG1782.The horizontal coordinates were established by classical geodetic methods
 TG1782.and adjusted by the National Geodetic Survey in January 1998..
 TG1782
 TG1782.The orthometric height was scaled from a topographic map.
 TG1782
 TG1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1782
 TG1782.The geoid height was determined by GEOID03.
 TG1782
 TG1782;                    North         East     Units Scale Factor Converg.
 TG1782;SPC ND N     -   129,863.248   468,931.722   MT  0.99993658   -1 18 39.9
 TG1782;SPC ND N     -   426,060.52  1,538,489.90   iFT  0.99993658   -1 18 39.9
 TG1782;UTM  13      - 5,337,103.442   703,631.938   MT  1.00010953   +2 02 25.6
 TG1782
 TG1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1782!SPC ND N     -   0.99989168  x   0.99993658  =   0.99982827
 TG1782!UTM  13      -   0.99989168  x   1.00010953  =   1.00000120
 TG1782
 TG1782|---------------------------------------------------------------------|
 TG1782| PID    Reference Object                     Distance      Geod. Az  |
 TG1782|                                                           dddmmss.s |
 TG1782| AJ5284 BELDEN RM 1                          18.089 METERS 18814     |
 TG1782| AJ5282 BELDEN AZ MK                                       2613806.7 |
 TG1782| AJ5283 BELDEN AZ MK 2                                     2631847.7 |
 TG1782| AJ5285 BELDEN RM 2                          20.430 METERS 27912     |
 TG1782| TG1781 KNIFE RIVER LUTH CH STEEPLE         APPROX. 9.7 KM 3152749.9 |
 TG1782|---------------------------------------------------------------------|
 TG1782
 TG1782                          SUPERSEDED SURVEY CONTROL
 TG1782
 TG1782  NAD 83(1986)-  48 09 16.36042(N)    102 15 42.77783(W) AD(       ) 1
 TG1782  NAD 27      -  48 09 16.29940(N)    102 15 41.16660(W) AD(       ) 1
 TG1782
 TG1782.Superseded values are not recommended for survey control.
 TG1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1782.See file dsdata.txt to determine how the superseded data were derived.
 TG1782
 TG1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0363237103(NAD 83)
 TG1782_MARKER: DS = TRIANGULATION STATION DISK
 TG1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1782_STAMPING: BELDEN 1946
 TG1782_MARK LOGO: CGS   
 TG1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1782+STABILITY: SURFACE MOTION
 TG1782
 TG1782  HISTORY     - Date     Condition        Report By
 TG1782  HISTORY     - 1946     MONUMENTED       CGS
 TG1782  HISTORY     - 1962     GOOD             CGS
 TG1782  HISTORY     - 19840621 GOOD             NGS
 TG1782
 TG1782                          STATION DESCRIPTION
 TG1782
 TG1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1782'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF STANLEY AND
 TG1782'4 MILES EAST OF BELDEN.  IT IS ON THE HIGHEST HILL OF A LOW
 TG1782'RANGE OF GRASSY HILLS OF PASTURE LAND, ABOUT 100 YARDS NORTH OF
 TG1782'A GRADED SECTION LINE ROAD AND 6 FEET NORTHEAST OF A WITNESS
 TG1782'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 TG1782'BELDEN 1946.
 TG1782'
 TG1782'REFERENCE MARK NO. 1 IS 59.35 FEET SOUTH OF THE STATION.  IT
 TG1782'IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TG1782'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BELDEN NO 1
 TG1782'1946.
 TG1782'
 TG1782'REFERENCE MARK NO. 2 IS 67.03 FEET WEST OF THE STATION.  IT IS
 TG1782'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 TG1782'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BELDEN NO 2
 TG1782'1946.
 TG1782'
 TG1782'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 40 FEET NORTH
 TG1782'OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD, 5 FEET
 TG1782'EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 TG1782'LINE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 TG1782'BELDEN 1946.
 TG1782'
 TG1782'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TG1782'AND STATE HIGHWAY 8 ON THE SOUTHERN EDGE OF STANLEY, GO EAST
 TG1782'AND SOUTH ON STATE HIGHWAY 8 FOR 13 MILES TO THE SMALL VILLAGE
 TG1782'OF BELDEN AND A GRADED ROAD EAST, TURN LEFT ON GRADED ROAD AND
 TG1782'GO 3.7 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TG1782'CONTINUE ON EAST FOR 0.4 MILE TO THE SUMMIT OF THE GRADE AND THE
 TG1782'STATION ON THE LEFT 0.1 MILE AS DESCRIBED.
 TG1782'
 TG1782'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TG1782
 TG1782                          STATION RECOVERY (1962)
 TG1782
 TG1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1782'THE STATION IS LOCATED 4 MILES EAST OF THE TOWN OF BELDEN, IN
 TG1782'THE SW 1/2 OF SEC. 16, T154N, R90W, ON A GRASSY KNOLL ABOUT
 TG1782'200 FEET NORTH OF A GRAVELED ROAD.
 TG1782'
 TG1782'TO REACH FROM THE POST OFFICE IN BELDEN, GO EAST ON THE GRAVELED
 TG1782'ROAD FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 TG1782'EAST ON THE GRAVELED ROAD FOR 0.55 MILE.  TURN LEFT AND GO
 TG1782'NORTH FOR 0.05 MILE TO THE STATION.
 TG1782'
 TG1782'THE STATION MARK IS A STANDARD DISK STAMPED BELDEN 1946 AND SET
 TG1782'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1782'5 INCHES.  IT IS 200 FEET NORTH OF A GRAVELED ROAD AND 3.4 FEET
 TG1782'NORTHWEST OF A WITNESS POST.
 TG1782'
 TG1782'REFERENCE MARK NO. 1, STAMPED BELDEN NO 1 1946, IS A STANDARD
 TG1782'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1782'PROJECTS 3 INCHES.  IT IS 55.9 FEET SOUTH OF A WITNESS POST.
 TG1782'
 TG1782'REFERENCE MARK NO. 2, STAMPED BELDEN NO 2 1946, IS A STANDARD
 TG1782'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG1782'WHICH PROJECTS 4 INCHES.  IT IS 68 FEET WEST OF A WITNESS POST.
 TG1782'
 TG1782'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELDEN 1946 1962 AND
 TG1782'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1782'PROJECTS 4 INCHES.  IT IS 53 FEET NORTH OF A GRAVELED ROAD, 1.6
 TG1782'FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 TG1782'
 TG1782'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 93 FEET.
 TG1782
 TG1782                          STATION RECOVERY (1984)
 TG1782
 TG1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TG1782'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TG1782'CONDITION AS PREVIOUSLY DESCRIBED.  THE 1963 AZIMUTH MARK WAS
 TG1782'DESTROYED BY ROAD CONSTRUCTION.  A DIFFERENT ROUTE TO THE STATION AND
 TG1782'AZIMUTH MARK 3 ARE DESCRIBED BELOW.  THE REMAINDER OF THE 1962
 TG1782'DESCRIPTIVE TEXT IS ADEQUATE.
 TG1782' 
 TG1782'TO REACH THE STATION FROM THE STORE AND GAS STATION IN BELDEN GO EAST
 TG1782'ON ASPHALT ROAD FOR 4.8 KM (3.00 MI) TO A CROSSROAD.  CONTINUE EAST
 TG1782'FOR 2.2 KM (1.35 MI) TO A GATE ON THE LEFT.  PASS THROUGH GATE AN GO
 TG1782'NORTHWEST FOR 0.25 KM (0.15 MI) TO TOP OF HILL AND STATION.
 TG1782' 
 TG1782'AZIMUTH MARK 3 IS A STANDARD NGS DISK STAMPED--BELDEN 1946 NO 3
 TG1782'1984--, SET IN DRILL HOLE IN PARTIALLY EXPOSED BOULDER WHICH IS 0.6 M
 TG1782'(2.0 FT) ACROSS.  IT IS LOCATED 0.25 KM (0.15 MI) EAST OF THE GATE
 TG1782'MENTIONED ABOVE, 22.5 M (73.8 FT) NORTH OF THE CENTER OF THE ROAD AND
 TG1782'0.6 M (2.0 FT) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0827 ***********************************************************************
 RR0827  DESIGNATION -  BELER
 RR0827  PID         -  RR0827
 RR0827  STATE/COUNTY-  ND/SIOUX
 RR0827  USGS QUAD   -  BARREN BUTTE (1971)
 RR0827
 RR0827                         *CURRENT SURVEY CONTROL
 RR0827  ___________________________________________________________________
 RR0827* NAD 83(1996)-  46 07 43.37338(N)    100 47 12.57383(W)     ADJUSTED  
 RR0827* NAVD 88     -       730.93   (+/-2cm)    2398.1    (feet)  VERTCON   
 RR0827  ___________________________________________________________________
 RR0827  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 RR0827  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 RR0827
 RR0827  HORZ ORDER  -  FIRST
 RR0827  VERT ORDER  -  THIRD ? (See Below)
 RR0827
 RR0827.The horizontal coordinates were established by classical geodetic methods
 RR0827.and adjusted by the National Geodetic Survey in January 1998..
 RR0827
 RR0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0827.The vertical order pertains to the NGVD 29 superseded value.
 RR0827
 RR0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0827
 RR0827.The geoid height was determined by GEOID03.
 RR0827
 RR0827;                    North         East     Units Scale Factor Converg.
 RR0827;SPC ND S     -    51,400.456   577,832.884   MT  1.00001118   -0 12 33.1
 RR0827;SPC ND S     -   168,636.67  1,895,777.18   iFT  1.00001118   -0 12 33.1
 RR0827;UTM  14      - 5,109,900.661   361,963.946   MT  0.99983423   -1 17 18.0
 RR0827
 RR0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0827!SPC ND S     -   0.99988875  x   1.00001118  =   0.99989993
 RR0827!UTM  14      -   0.99988875  x   0.99983423  =   0.99972300
 RR0827
 RR0827:                Primary Azimuth Mark                     Grid Az
 RR0827:SPC ND S     -  BELER AZ MK                              023 47 06.1
 RR0827:UTM  14      -  BELER AZ MK                              024 51 51.0
 RR0827
 RR0827|---------------------------------------------------------------------|
 RR0827| PID    Reference Object                     Distance      Geod. Az  |
 RR0827|                                                           dddmmss.s |
 RR0827| CO4341 BELER AZ MK                                        0233433.0 |
 RR0827| CO4342 BELER RM 1                            8.543 METERS 10159     |
 RR0827| CO4343 BELER RM 2                           12.080 METERS 24730     |
 RR0827|---------------------------------------------------------------------|
 RR0827
 RR0827                          SUPERSEDED SURVEY CONTROL
 RR0827
 RR0827  NAD 83(1986)-  46 07 43.36531(N)    100 47 12.56786(W) AD(       ) 1
 RR0827  NAD 27      -  46 07 43.38800(N)    100 47 11.08900(W) AD(       ) 1
 RR0827  NGVD 29 (07/19/86)  730.52   (m)         2396.7    (f) LEVELING    3  
 RR0827
 RR0827.Superseded values are not recommended for survey control.
 RR0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0827.See file dsdata.txt to determine how the superseded data were derived.
 RR0827
 RR0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6196409901(NAD 83)
 RR0827_MARKER: DS = TRIANGULATION STATION DISK
 RR0827_SETTING: 80 = SET IN A BOULDER
 RR0827_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RR0827
 RR0827  HISTORY     - Date     Condition        Report By
 RR0827  HISTORY     - 1934     MONUMENTED       CGS
 RR0827  HISTORY     - 1934     GOOD             CGS
 RR0827  HISTORY     - 1948     GOOD             CGS
 RR0827  HISTORY     - 1957     GOOD             CGS
 RR0827  HISTORY     - 1967     GOOD             CGS
 RR0827
 RR0827                          STATION DESCRIPTION
 RR0827
 RR0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0827'STATION IS LOCATED ABOUT 6-1/2 MILES NW OF FORT YATES, 1 MILE
 RR0827'SE OF BURNT BUTTE, AND 5-1/2 MILES W OF STATE HIGHWAY 24, AND
 RR0827'IS ON THE HIGHEST POINT OF A RANGE OF ROUGH HILLS THAT RUNS
 RR0827'E AND W.  IT IS IN NW 1/4 SEC. 35, T 131 N, R 81 W, AND IS ON
 RR0827'LAND OWNED BY J.A. PETERSON, WHO LIVES IN THE SW 1/4 SEC. 35.
 RR0827'
 RR0827'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 RR0827'IN DRILL HOLES IN BOULDERS.
 RR0827'
 RR0827'THE STATION MARK IS 3/4 MILE SSW OF BELER FARM AND PROJECTS
 RR0827'3 INCHES.
 RR0827'
 RR0827'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND PROJECTS 3 INCHES.
 RR0827'
 RR0827'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND PROJECTS 2
 RR0827'INCHES.
 RR0827'
 RR0827'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 RR0827'IT IS NNE OF THE STATION, 126 FEET
 RR0827'N OF THE NW CORNER OF BELERS FARMHOUSE, 75 FEET NNE OF BELERS
 RR0827'WINDMILL, 2 FEET W OF THE FENCE CORNER AND PROJECTS 5 INCHES.
 RR0827'
 RR0827'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RR0827
 RR0827                          STATION RECOVERY (1934)
 RR0827
 RR0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0827'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0827'
 RR0827'STATION MARK IS A STANDARD DISK SET IN DRILL HOLE IN TOP OF
 RR0827'A FLAT BEDROCK, INSCRIBED BELER.
 RR0827'
 RR0827'REFERENCE MARK NO. 1 IS 8.543 METERS (28.02 FEET) ESE OF STATION
 RR0827'SET IN TOP OF A SMALL BOULDER, INSCRIBED BELER NO. 1 1934.
 RR0827'
 RR0827'REFERENCE MARK NO. 2 IS 12.080 METERS (39.62 FEET) WSW OF
 RR0827'STATION, SET IN DRILL HOLE IN TOP OF A FLAT BEDROCK, INSCRIBED
 RR0827'BELER NO. 2, 1934.
 RR0827'
 RR0827'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE A LITTLE E OF N OF
 RR0827'STATION, 150 FEET N OF THE BELER FARMHOUSE, 75 FEET NE OF
 RR0827'WINDMILL, IN N AND S FENCE LINE.  MARK IS A STANDARD REFERENCE
 RR0827'DISK CAST IN TOP OF A CONCRETE POST (SQUARE), INSCRIBED BELER
 RR0827'AZI 1934.  MARK PROJECTS 5 INCHES.
 RR0827'
 RR0827'TO REACH FROM STANDARD OIL STATION IN FORT YATES (INDIAN
 RR0827'AGENCY), A LITTLE TOWN 1.0 MILE E OF STATE HIGHWAY 24, BY
 RR0827'GOING W ON THE MAIN STREET 1.0 MILE TO INTERSECTION WITH
 RR0827'HIGHWAY 24, TURN RIGHT, N, ON HIGHWAY 24 AND GO 2.0 MILES.
 RR0827'LEAVE HIGHWAY 24, TURN LEFT, W, ON GRADED ROAD AND FOLLOW W,
 RR0827'N, AND W FOR 5.2 MILES TO A BRIDGE AND CURVE IN ROAD.  JUST
 RR0827'AFTER PASSING OVER BRIDGE, TAKE ROAD STRAIGHT AHEAD W AND NW
 RR0827'AND GO 0.05 MILE, TAKE LEFT FORK (W) AND GO 1.8 MILES, TAKE
 RR0827'RIGHT FORK (NW) AND GO 0.7 MILE, TURN LEFT (S) TOWARD HOUSE
 RR0827'AND GO 0.2 MILE TO THE BELER FARM.  FROM THE BELER FARMHOUSE
 RR0827'GO W ACROSS SMALL COULEE AND CONTINUE W 0.8 MILE TO PASS
 RR0827'THROUGH HILLS, TURN LEFT, (SE) JUST AFTER GOING THROUGH PASS
 RR0827'AND WORK WAY OVER HILLS TO BASE OF HIGHEST PEAK AND STATION.
 RR0827
 RR0827                          STATION RECOVERY (1948)
 RR0827
 RR0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0827'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RR0827'TO BE IN GOOD CONDITION.
 RR0827'
 RR0827'TO REACH FROM THE INTERSECTION OF YATES STREET AND STANDING
 RR0827'ROCK AVENUE IN FORT YATES, GO WEST FOR 1.0 MILE TO JUNCTION
 RR0827'WITH STATE HIGHWAY 24, TURN RIGHT AND GO NORTH ON HIGHWAY 24
 RR0827'FOR 2.0 MILES TO CROSSROAD, TURN LEFT AND GO WEST, NORTH, AND
 RR0827'WEST ON MAIN ROAD FOR 5.0 MILES TO A WOODEN BRIDGE WITH WHITE
 RR0827'BANNISTERS, CONTINUE ON MAIN ROAD FOR 2.25 MILES TO A TRACK
 RR0827'ROAD ON LEFT (TO REACH AZIMUTH MARK FROM THIS POINT, TURN
 RR0827'LEFT THROUGH A WIRE GATE AND GO SOUTH AND WEST ON MAIN ROAD
 RR0827'FOR 1.05 MILE TO ANOTHER WIRE GATE, GO THROUGH GATE AND GO
 RR0827'WEST FOR 0.4 MILE TO FARMHOUSE AND AZIMUTH MARK NORTHEAST OF
 RR0827'WINDMILL AND JUST EAST OF A SMALL CORRAL), CONTINUE WESTERLY ON
 RR0827'MAIN ROAD FOR 3.0 MILES TO A WIRE GATE ON THE LEFT AND A
 RR0827'TRIANGLE BLAZE ON TELEPHONE POLE AT EAST GATE POST, TURN
 RR0827'LEFT THROUGH GATE AND GO SOUTHERLY ON TRACK ROAD, WHICH
 RR0827'PASSES TO THE RIGHT OF A LARGE BARREN BUTTE, FOR 0.85 MILE TO
 RR0827'A SMALL LOG BRIDGE, CONTINUE ON MAIN TRACK ROAD FOR 0.7 MILE
 RR0827'TO A SMALL PLANK CULVERT, CONTINUE ON MAIN TRACK ROAD FOR 0.9
 RR0827'MILE TO CROSS-TRACKS, CONTINUE STRAIGHT AHEAD ON TRACK
 RR0827'ROAD FOR 0.4 MILE TO A POINT JUST AFTER CROSSING SMALL DRAW,
 RR0827'TURN LEFT OFF TRACK ROAD AND GO EAST-SOUTHEAST TO A FENCED
 RR0827'AREA FOR HAYSTACKS NEAR THE BASE OF A ROUND KNOLL WITH
 RR0827'TREES ON NORTH SIDE, DISTANCE 0.3 MILE, (FROM THE FENCED
 RR0827'AREA THE STATION IS VISIBLE ON THE HIGHEST PEAK TO THE
 RR0827'EAST WITH LARGE BOULDERS NEAR THE TOP) FROM HERE GO
 RR0827'EAST-NORTHEAST, CIRCLING AROUND EDGE OF LOW KNOLL WITH A
 RR0827'CUT BANK NEAR THE TOP, FOR 0.2 MILE TO THE HEAD OF A
 RR0827'DRAW ON THE RIGHT THAT IS FILLED WITH SCRUB TREES,
 RR0827'CONTINUE NORT-NORTHEAST UP CENTER OF RIDGE TO SMALL SADDLE
 RR0827'AT NORTH FACE OF BLUFF (THERE IS A HIGH ROUND KNOLL TO THE
 RR0827'RIGHT OF THIS POINT), THIS WAS AS FAR AS TRUCK WAS DRIVEN,
 RR0827'BUT IT WAS THOUGHT IT MIGHT BE POSSIBLE TO DRIVE NEARER
 RR0827'TO THE STATION BY CIRCLING AROUND TO THE RIGHT OF HIGH
 RR0827'KNOLL TO THE EAST, THEN ACROSS A SMALL RAVINE AND UP RIDGE
 RR0827'TO THE SOUTH OF THE STATION.  PACK NORTH UP STEEP RIDGE
 RR0827'TO THE TOP AND STATION.
 RR0827
 RR0827                          STATION RECOVERY (1957)
 RR0827
 RR0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0827'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0827'CONDITION WITH THE EXCEPTION OF THE STATION MARK.  THE STATION
 RR0827'MARK DISK IS BATTERED BUT IS STILL SOLID AND THE POSITION
 RR0827'APPARENTLY HAS NOT BEEN DISTURBED.
 RR0827'
 RR0827'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0827
 RR0827                          STATION RECOVERY (1967)
 RR0827
 RR0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 RR0827'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 RR0827'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 RR0827'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED BUT
 RR0827'THE PROPERTY OWNER MR. BUTCH LUGAR REQUESTED FOR THE MARK TO
 RR0827'BE MOVED.  THE MARK WAS LOWERED -0.76 FEET.
 RR0827'
 RR0827'THE AZIMUTH MARK IS IN A SMALL CORRAL ABOUT 125 FEET NORTH-NORTHWEST
 RR0827'OF THE OLD ABANDONED FARM HOUSE, 50 FEET SOUTH OF THE SOUTHEAST
 RR0827'CORNER OF A BUILDING, 47 FEET NORTHEAST OF SOUTH GATE POST
 RR0827'AT THE SOUTHWEST CORNER OF THE CORRAL, 35 FEET SOUTH OF A
 RR0827'BOARD FENCE, AND 22.5 FEET WEST OF A FENCE.  THE DISK IS
 RR0827'STAMPED BELER AZIMUTH 1934 1967, SET IN THE TOP OF A SQUARE
 RR0827'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 RR0827'
 RR0827'TO REACH THE STATION FROM THE SCHOOL IN FORT YATES, GO WEST
 RR0827'FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY 24 (MR. LUGAR
 RR0827'LIVES ABOUT 3/4 MILE WEST OF THIS POINT).  TURN RIGHT AND GO
 RR0827'NORTH ON STATE HIGHWAY 24 FOR 2.1 MILES TO A CROSSROAD.  TURN
 RR0827'LEFT AND GO WEST-NORTHWEST ON THE MAIN TRAVELED ROAD FOR 3.4
 RR0827'MILES TO A BRIDGE WITH WOOD BANNISTERS.  CONTINUE NORTH ON
 RR0827'THE MAIN TRAVELED ROAD FOR 0.8 MILE TO A ROAD FORK.  TAKE THE
 RR0827'LEFT FORK AND FOLLOWING THE MAIN TRAVELED ROAD FOR 1.5 MILES
 RR0827'TO A ROAD FORK.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 RR0827'TURN LEFT THROUGH A WIRE GATE AND GO SOUTH AND WEST ON MAIN
 RR0827'ROAD FOR 1.05 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 RR0827'GO WEST FOR 0.4 MILE TO ABANDONED FARM HOUSE AND CORRAL AND
 RR0827'THE AZIMUTH MARK.) CONTINUE WESTERLY ON THE MAIN ROAD FOR
 RR0827'3.0 MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH
 RR0827'GATE AND GO SOUTHERLY ON A TRACK ROAD FOR 0.85 MILE TO A
 RR0827'SMALL LOG BRIDGE.  CONTINUE ON THE MAIN TRACK ROAD FOR 0.7
 RR0827'MILE TO A SMALL PLANK CULVERT.  CONTINUE ON MAIN TRACK
 RR0827'ROAD FOR 0.9 MILE TO CROSS-TRACKS.  CONTINUE STRAIGHT
 RR0827'AHEAD ON TRACK ROAD FOR 0.4 MILE TO A POINT JUST AFTER
 RR0827'CROSSING A SMALL DRAW.  TURN LEFT OFF TRACK ROAD AND GO
 RR0827'EAST-SOUTHEAST TO A FENCE AREA NEAR THE BASE OF A ROUND KNOLL
 RR0827'WITH TREES ON THE NORTH SIDE, DISTANCE 0.3 MILE (FROM THE
 RR0827'FENCED AREA THE STATION IS VISIBLE ON THE HIGHEST PEAK TO THE
 RR0827'EAST WITH LARGE BOULDERS NEAR THE TOP) FROM HERE GO
 RR0827'EAST-NORTHEAST, CIRCLING AROUND EDGE OF LOW KNOLL WITH A CUT
 RR0827'BANK NEAR THE TOP FOR 0.2 MILE TO THE HEAD OF A DRAW ON
 RR0827'THE RIGHT THAT IS FILLED WITH SCRUB TREES.  CONTINUE
 RR0827'NORTH-NORTHEAST UP THE CENTER OF RIDGE TO A SMALL SADDLE
 RR0827'AT THE NORTH FACE OF BLUFF (THERE IS A HIGH KNOLL TO THE
 RR0827'RIGHT OF THIS POINT.  PACK NORTH UP STEEP RIDGE TO THE
 RR0827'TOP AND THE STATION.
 RR0827'
 RR0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 RR0827'NORTHWEST OF FORT YATES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0435 ***********************************************************************
 RS0435  DESIGNATION -  BELFIELD
 RS0435  PID         -  RS0435
 RS0435  STATE/COUNTY-  ND/STARK
 RS0435  USGS QUAD   -  BELFIELD SW (1962)
 RS0435
 RS0435                         *CURRENT SURVEY CONTROL
 RS0435  ___________________________________________________________________
 RS0435* NAD 83(1996)-  46 51 42.03539(N)    103 11 45.93175(W)     ADJUSTED  
 RS0435* NAVD 88     -       819.0    (meters)    2687.     (feet)  VERTCON   
 RS0435  ___________________________________________________________________
 RS0435  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 RS0435  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 RS0435
 RS0435  HORZ ORDER  -  FIRST
 RS0435
 RS0435.The horizontal coordinates were established by classical geodetic methods
 RS0435.and adjusted by the National Geodetic Survey in January 1998..
 RS0435
 RS0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0435
 RS0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0435
 RS0435.The geoid height was determined by GEOID03.
 RS0435
 RS0435;                    North         East     Units Scale Factor Converg.
 RS0435;SPC ND S     -   136,360.866   394,470.936   MT  0.99993596   -1 57 59.3
 RS0435;SPC ND S     -   447,378.17  1,294,195.98   iFT  0.99993596   -1 57 59.3
 RS0435;UTM  13      - 5,191,372.578   637,495.227   MT  0.99983236   +1 18 59.5
 RS0435
 RS0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0435!SPC ND S     -   0.99987428  x   0.99993596  =   0.99981025
 RS0435!UTM  13      -   0.99987428  x   0.99983236  =   0.99970666
 RS0435
 RS0435|---------------------------------------------------------------------|
 RS0435| PID    Reference Object                     Distance      Geod. Az  |
 RS0435|                                                           dddmmss.s |
 RS0435| CQ7027 BELFIELD RM 1                        12.220 METERS 09031     |
 RS0435| CQ7028 BELFIELD RM 2                        13.167 METERS 27116     |
 RS0435| CQ7026 BELFIELD AZ MK                                     2715017.6 |
 RS0435|---------------------------------------------------------------------|
 RS0435
 RS0435                          SUPERSEDED SURVEY CONTROL
 RS0435
 RS0435  NAD 83(1986)-  46 51 42.02966(N)    103 11 45.92644(W) AD(       ) 1
 RS0435  NAD 27      -  46 51 41.98400(N)    103 11 44.29800(W) AD(       ) 1
 RS0435  NGVD 29 (07/19/86)  818.4    (m)         2685.     (f) VERT ANG       
 RS0435
 RS0435.Superseded values are not recommended for survey control.
 RS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0435.See file dsdata.txt to determine how the superseded data were derived.
 RS0435
 RS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3749591373(NAD 83)
 RS0435_MARKER: DS = TRIANGULATION STATION DISK
 RS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0435
 RS0435  HISTORY     - Date     Condition        Report By
 RS0435  HISTORY     - 1951     MONUMENTED       CGS
 RS0435  HISTORY     - 1968     GOOD             CGS
 RS0435  HISTORY     - 1983     GOOD             LOCENG
 RS0435
 RS0435                          STATION DESCRIPTION
 RS0435
 RS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0435'THE STATION IS LOCATED ON A SECTION LINE ROAD RIGHT-OF-WAY,
 RS0435'ABOUT 2 MILES SOUTH OF BELFIELD, ABOUT 0.35 MILE WEST OF U.S.
 RS0435'HIGHWAY 85, 42 FEET SOUTH OF THE CENTER OF THE SECTION LINE
 RS0435'ROAD, 10 FEET NORTHEAST OF A WITNESS POST, AND 4 FEET NORTH OF
 RS0435'A WIRE FENCE.
 RS0435'
 RS0435'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND
 RS0435'85 ABOUT 0.6 MILE NORTHEAST OF BELFIELD, GO SOUTH ON HIGHWAY 85
 RS0435'FOR 2.0 MILES TO A CROSS ROAD.  TURN RIGHT AND GO WEST ON THE
 RS0435'SECTION LINE ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 RS0435'CONTINUE WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RS0435'
 RS0435'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RS0435'BELFIELD 1951.
 RS0435'
 RS0435'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF A WIRE FENCE.  IT PROJECTS
 RS0435'5 INCHES, AND THE DISK IS STAMPED BELFIELD NO 1 1951.
 RS0435'
 RS0435'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF A WIRE FENCE.  IT
 RS0435'PROJECTS 4 INCHES, AND THE DISK IS STAMPED BELFIELD NO 2 1951.
 RS0435'
 RS0435'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF THE SECTION
 RS0435'LINE ROAD, 10 FEET SOUTHWEST OF A POWER LINE POLE, AND 1 FOOT
 RS0435'SOUTH OF A WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS
 RS0435'STAMPED BELFIELD 1951.
 RS0435'
 RS0435'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0435'CYLINDERS.
 RS0435
 RS0435                          STATION RECOVERY (1968)
 RS0435
 RS0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RS0435'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RS0435'CONDITION.  WITNESS POSTS WERE SET 1 FOOT NORTH OF THE STATION
 RS0435'MARK AND 1 FOOT SOUTH OF THE AZIMUTH MARK.
 RS0435'
 RS0435'THE ORIGINAL DESCRIPTION IS ADEQUATELY DESCRIBED.
 RS0435
 RS0435                          STATION RECOVERY (1983)
 RS0435
 RS0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MF)
 RS0435'BELFIELD 1951 RECOVERED GOOD.
 RS0435'
 RS0435'BELFIELD 1951 (AZ MK) RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0436 ***********************************************************************
 RS0436  DESIGNATION -  BELFIELD MUNICIPAL TANK
 RS0436  PID         -  RS0436
 RS0436  STATE/COUNTY-  ND/STARK
 RS0436  USGS QUAD   -  BELFIELD (1981)
 RS0436
 RS0436                         *CURRENT SURVEY CONTROL
 RS0436  ___________________________________________________________________
 RS0436* NAD 83(1996)-  46 53 07.42332(N)    103 11 44.28958(W)     ADJUSTED  
 RS0436* NAVD 88     -                                                        
 RS0436  ___________________________________________________________________
 RS0436  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 RS0436  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 RS0436
 RS0436  HORZ ORDER  -  THIRD
 RS0436
 RS0436.The horizontal coordinates were established by classical geodetic methods
 RS0436.and adjusted by the National Geodetic Survey in January 1998..
 RS0436
 RS0436
 RS0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0436
 RS0436.The geoid height was determined by GEOID03.
 RS0436
 RS0436;                    North         East     Units Scale Factor Converg.
 RS0436;SPC ND S     -   138,994.740   394,596.156   MT  0.99993624   -1 57 58.1
 RS0436;SPC ND S     -   456,019.49  1,294,606.81   iFT  0.99993624   -1 57 58.1
 RS0436;UTM  13      - 5,194,009.027   637,469.396   MT  0.99983227   +1 19 02.5
 RS0436
 RS0436                          SUPERSEDED SURVEY CONTROL
 RS0436
 RS0436  NAD 83(1986)-  46 53 07.41797(N)    103 11 44.28413(W) AD(       ) 4
 RS0436  NAD 27      -  46 53 07.37300(N)    103 11 42.63800(W) AD(       ) 3
 RS0436
 RS0436.Superseded values are not recommended for survey control.
 RS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0436.See file dsdata.txt to determine how the superseded data were derived.
 RS0436
 RS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3746994009(NAD 83)
 RS0436_MARKER: 53 = ELEVATED TANK
 RS0436
 RS0436  HISTORY     - Date     Condition        Report By
 RS0436  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0436
 RS0436                          STATION DESCRIPTION
 RS0436
 RS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0436'THE TANK IS LOCATED IN THE CENTER OF BELFIELD.  IT IS A 4-LEGGED
 RS0436'STEEL STRUCTURE, 160 FEET HIGH, PAINTED ALUMINUM, WITH A
 RS0436'CAPACITY OF ABOUT 100,000 GALLONS.
 RS0436'
 RS0436'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0273 ***********************************************************************
 TG0273  DESIGNATION -  BELL
 TG0273  PID         -  TG0273
 TG0273  STATE/COUNTY-  ND/BURKE
 TG0273  USGS QUAD   -  BOWBELLS (1947)
 TG0273
 TG0273                         *CURRENT SURVEY CONTROL
 TG0273  ___________________________________________________________________
 TG0273* NAD 83(1996)-  48 48 15.74226(N)    102 14 35.54726(W)     ADJUSTED  
 TG0273* NAVD 88     -       596.913  (meters)    1958.37   (feet)  ADJUSTED  
 TG0273  ___________________________________________________________________
 TG0273  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TG0273  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TG0273  DYNAMIC HT  -         597.039 (meters)    1958.79  (feet)  COMP
 TG0273  MODELED GRAV-     980,800.4   (mgal)                       NAVD 88
 TG0273
 TG0273  HORZ ORDER  -  SECOND
 TG0273  VERT ORDER  -  SECOND    CLASS 0
 TG0273
 TG0273.The horizontal coordinates were established by classical geodetic methods
 TG0273.and adjusted by the National Geodetic Survey in January 1998..
 TG0273
 TG0273.The orthometric height was determined by differential leveling
 TG0273.and adjusted by the National Geodetic Survey in June 1991..
 TG0273
 TG0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0273
 TG0273.The geoid height was determined by GEOID03.
 TG0273
 TG0273.The dynamic height is computed by dividing the NAVD 88
 TG0273.geopotential number by the normal gravity value computed on the
 TG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0273.degrees latitude (g = 980.6199 gals.).
 TG0273
 TG0273.The modeled gravity was interpolated from observed gravity values.
 TG0273
 TG0273;                    North         East     Units Scale Factor Converg.
 TG0273;SPC ND N     -   202,071.244   471,956.613   MT  1.00001486   -1 17 49.8
 TG0273;SPC ND N     -   662,963.40  1,548,414.08   iFT  1.00001486   -1 17 49.8
 TG0273;UTM  13      - 5,409,374.785   702,416.995   MT  1.00010339   +2 04 30.3
 TG0273
 TG0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0273!SPC ND N     -   0.99990950  x   1.00001486  =   0.99992436
 TG0273!UTM  13      -   0.99990950  x   1.00010339  =   1.00001288
 TG0273
 TG0273|---------------------------------------------------------------------|
 TG0273| PID    Reference Object                     Distance      Geod. Az  |
 TG0273|                                                           dddmmss.s |
 TG0273| TG0274 BELL RM 1                            25.033 METERS 06326     |
 TG0273| TG1744 BOWBELLS MUNICIPAL TANK              24.124 METERS 13455     |
 TG0273| TG1754 NIOBE RADAR TOWER                   APPROX.18.5 KM 1940840.4 |
 TG0273| CS9166 BELL AZ MK                                         2215952.2 |
 TG0273| TG1758 HUMP                                APPROX.18.1 KM 2424019.3 |
 TG0273| TG1760 SOURIS R TEL MAST SW OF COTEAU      APPROX.18.3 KM 2442130.8 |
 TG0273| TG0272 BELL RM 2                            26.752 METERS 31307     |
 TG0273|---------------------------------------------------------------------|
 TG0273
 TG0273                          SUPERSEDED SURVEY CONTROL
 TG0273
 TG0273  NAD 83(1986)-  48 48 15.74266(N)    102 14 35.53523(W) AD(       ) 2
 TG0273  NAD 27      -  48 48 15.63130(N)    102 14 33.93660(W) AD(       ) 2
 TG0273  NGVD 29 (??/??/92)  596.50   (m)         1957.0    (f) COMPUTED    2 0
 TG0273
 TG0273.Superseded values are not recommended for survey control.
 TG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0273.See file dsdata.txt to determine how the superseded data were derived.
 TG0273
 TG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0241709375(NAD 83)
 TG0273_MARKER: DS = TRIANGULATION STATION DISK
 TG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0273_STAMPING: BELL 1963
 TG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0273+STABILITY: SURFACE MOTION
 TG0273
 TG0273  HISTORY     - Date     Condition        Report By
 TG0273  HISTORY     - 1963     MONUMENTED       CGS
 TG0273  HISTORY     - 1963     GOOD             CGS
 TG0273
 TG0273                          STATION DESCRIPTION
 TG0273
 TG0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG0273'THE STATION IS LOCATED IN THE CITY PARK OF BOWBELLS JUST WEST
 TG0273'OF THE MUNICIPAL WATER TANK.  THE STATION MARK, STAMPED BELL
 TG0273'1963, IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 TG0273'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 93.5 FEET NORTHEAST OF
 TG0273'THE CENTER OF A NORTHWEST-SOUTHEAST STREET, 66.1 FEET NORTHWEST
 TG0273'OF THE SOUTHWEST LEG OF THE WATER TANK AND 64.5 FEET WEST OF
 TG0273'THE NORTHWEST LEG OF THE WATER TANK.
 TG0273'
 TG0273'REFERENCE MARK NO. 1, STAMPED BELL NO 1 1963, IS A STANDARD DISK
 TG0273'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 TG0273'FLUSH.  IT IS IN THE CITY PARK, 74.4 FEET NORTH OF THE NORTHWEST
 TG0273'LEG OF THE WATER TANK, 12.5 FEET NORTH OF A POWER POLE AND 4
 TG0273'FEET SOUTHEAST OF A PICNIC SHELTER.
 TG0273'
 TG0273'REFERENCE MARK NO. 2, STAMPED BELL NO 2 1963, IS A STANDARD DISK
 TG0273'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 TG0273'FLUSH.  IT IS IN THE CITY PARK, 86.5 FEET NORTHEAST OF THE
 TG0273'CENTER OF A NORTHWEST-SOUTHEAST STREET AND 72.5 FEET EAST OF
 TG0273'THE CENTER OF STATE HIGHWAY 8.
 TG0273'
 TG0273'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 139.45 FEET.
 TG0273'
 TG0273'THE AZIMUTH MARK, STAMPED BELL 1963, IS A STANDARD DISK SET
 TG0273'IN THE TOP OF A 10 IN. SQUARE CONCRETE MONUMENT THAT IS FLUSH.
 TG0273'IT IS ON THE RIGHT-OF-WAY, 9 FEET SOUTH OF THE CENTER OF AN
 TG0273'ALLEY, 5 FEET NORTH OF THE NORTH CORNER OF AN OLD BUILDING, 2
 TG0273'FEET NORTH OF A POWER POLE AND 1.8 FEET NORTHEAST OF A WITNESS
 TG0273'POST.
 TG0273
 TG0273                          STATION RECOVERY (1963)
 TG0273
 TG0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TG0273'0.3 MI NE FROM BOWBELLS.
 TG0273'ABOUT 0.3 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0273'RAILROAD STATION AT BOWBELLS, IN A SMALL PARK JUST NORTHWEST OF THE
 TG0273'CITY WATER TOWER, 163 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TG0273'HIGHWAY, 87 1/2 FEET WEST OF THE WEST CORNER OF THE BUILDING AT THE
 TG0273'SWIMMING POOL, 66 FEET NORTHWEST OF THE NORTH LEG OF THE WATER TOWER,
 TG0273'74 FEET SOUTHWEST OF A POWER POLE BEARING A STREET LAMP, ABOUT LEVEL
 TG0273'WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TG0273'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0776 ***********************************************************************
 RR0776  DESIGNATION -  BELL
 RR0776  PID         -  RR0776
 RR0776  STATE/COUNTY-  ND/BURLEIGH
 RR0776  USGS QUAD   -  MOFFIT NW (1971)
 RR0776
 RR0776                         *CURRENT SURVEY CONTROL
 RR0776  ___________________________________________________________________
 RR0776* NAD 83(1996)-  46 40 13.39107(N)    100 26 11.64830(W)     ADJUSTED  
 RR0776* NAVD 88     -       660.5    (meters)    2167.     (feet)  VERTCON   
 RR0776  ___________________________________________________________________
 RR0776  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 RR0776  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RR0776
 RR0776  HORZ ORDER  -  SECOND
 RR0776
 RR0776.The horizontal coordinates were established by classical geodetic methods
 RR0776.and adjusted by the National Geodetic Survey in January 1998..
 RR0776
 RR0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0776
 RR0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0776
 RR0776.The geoid height was determined by GEOID03.
 RR0776
 RR0776;                    North         East     Units Scale Factor Converg.
 RR0776;SPC ND S     -   111,571.769   604,853.606   MT  0.99993994   +0 02 46.6
 RR0776;SPC ND S     -   366,049.11  1,984,427.84   iFT  0.99993994   +0 02 46.6
 RR0776;UTM  14      - 5,169,538.577   390,114.830   MT  0.99974842   -1 02 42.3
 RR0776
 RR0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0776!SPC ND S     -   0.99989988  x   0.99993994  =   0.99983982
 RR0776!UTM  14      -   0.99989988  x   0.99974842  =   0.99964832
 RR0776
 RR0776:                Primary Azimuth Mark                     Grid Az
 RR0776:SPC ND S     -  HOERR                                    057 03 56.5
 RR0776:UTM  14      -  HOERR                                    058 09 25.4
 RR0776
 RR0776|---------------------------------------------------------------------|
 RR0776| PID    Reference Object                     Distance      Geod. Az  |
 RR0776|                                                           dddmmss.s |
 RR0776| RR0773 HOERR                               APPROX. 8.4 KM 0570643.1 |
 RR0776| RR0795 HAZELTON MUN WATER TANK             APPROX.23.9 KM 1492154.3 |
 RR0776| CO4344 BELL RM 1                            14.002 METERS 21429     |
 RR0776| RR0777 MOFFIT BELL TEL MICROWAVE            17.465 METERS 27040     |
 RR0776| CO4345 BELL RM 2                            22.772 METERS 32423     |
 RR0776|---------------------------------------------------------------------|
 RR0776
 RR0776                          SUPERSEDED SURVEY CONTROL
 RR0776
 RR0776  NAD 83(1986)-  46 40 13.38116(N)    100 26 11.63418(W) AD(       ) 2
 RR0776  NAD 27      -  46 40 13.40585(N)    100 26 10.20599(W) AD(       ) 2
 RR0776  NGVD 29 (07/19/86)  660.1    (m)         2166.     (f) VERT ANG       
 RR0776
 RR0776.Superseded values are not recommended for survey control.
 RR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0776.See file dsdata.txt to determine how the superseded data were derived.
 RR0776
 RR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9011569539(NAD 83)
 RR0776_MARKER: DD = SURVEY DISK
 RR0776_SETTING: 80 = SET IN A BOULDER
 RR0776_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RR0776
 RR0776  HISTORY     - Date     Condition        Report By
 RR0776  HISTORY     - 1970     MONUMENTED       USGS
 RR0776
 RR0776                          STATION DESCRIPTION
 RR0776
 RR0776'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0776'THE STATION IS LOCATED ABOUT 7 MI W. AND 0.5 MI S. OF MOFFIT,
 RR0776'IN THE SW. QUARTER OF THE NW. QUARTER OF SEC. 20, T. 137 N., R. 77
 RR0776'W., ON A ROCKY HILL, THE HIGHEST IN THE VICINITY, AND INSIDE
 RR0776'THE FENCED ENCLOSURE OF A BELL TELEPHONE CO. MICROWAVE TOWER.
 RR0776'
 RR0776'TO REACH THE STATION FROM THE RR. DEPOT IN MOFFIT, DRIVE S. FOR
 RR0776'0.1 MI ON A PAVED RD., TURN RIGHT AND DRIVE W. FOR 0.15 MI ON
 RR0776'PAVED RD. TO JCT. WITH U.S. HWY. 83, CONTINUE W. ON A PAVED RD. FOR
 RR0776'6.35 MI TO A RIGHT ANGLE CURVE IN PAVED RD. AND JCT. OF A GRAVELED
 RR0776'RD., LEADING W., CONTINUE W. ON GRAVEL RD. FOR 0.5 MI TO A CURVE
 RR0776'TO S. IN RD., CONTINUE AROUND CURVE AND S. FOR 0.5 MI TO TOP OF
 RR0776'HILL AND TOWER AND STATION ON THE LEFT, ABOUT 250 FT TO THE
 RR0776'E. IN PASTURE.
 RR0776'
 RR0776'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BELL
 RR0776'1970 CEMENTED IN DRILL HOLES IN LARGE GRANITE BOULDERS, EACH OF
 RR0776'WHICH PROJECTS ABOUT 1 FT ABOVE GROUND.
 RR0776'
 RR0776'STATION MARK IS 57.30 FT E.-NE. OF THE CENTER OF THE BASE OF
 RR0776'THE MICRO TOWER, 24 FT W.-SW. OF A TOWER GUY FOOTING, 38 FT S. OF
 RR0776'THE N. BOUNDARY FENCE OF THE ENCLOSURE AND 3.0 FT N. OF A METAL
 RR0776'WITNESS POST.
 RR0776'
 RR0776'REFERENCE MARK NO. 1 IS 45.94 FT (14.002 M.) S.-SW. OF STATION
 RR0776'MARK, 49.70 FT SE. OF THE CENTER OF BASE OF THE MICRO TOWER AND
 RR0776'17 FT NW. OF THE SE. BOUNDARY FENCE OF THE ENCLOSURE.
 RR0776'
 RR0776'REFERENCE MARK NO. 2 IS 74.71 FT (22.772 M.) W.-NW. OF STATION
 RR0776'MARK, 61.70 FT N.-NW. OF THE CENTER OF THE BASE OF THE MICRO
 RR0776'TOWER AND 7 FT S. OF THE N. BOUNDARY FENCE OF THE ENCLOSURE.
 RR0776'
 RR0776'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 100.15
 RR0776'FT. (30.526 M.)
 RR0776'
 RR0776'NO AZIMUTH MARK WAS SET.  ALL STATIONS ARE INTERVISIBLE FROM
 RR0776'GROUND.
 RR0776'
 RR0776'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0274 ***********************************************************************
 TG0274  DESIGNATION -  BELL RM 1
 TG0274  PID         -  TG0274
 TG0274  STATE/COUNTY-  ND/BURKE
 TG0274  USGS QUAD   -  BOWBELLS (1947)
 TG0274
 TG0274                         *CURRENT SURVEY CONTROL
 TG0274  ___________________________________________________________________
 TG0274* NAD 83(1986)-  48 48 15.     (N)    102 14 35.     (W)     SCALED    
 TG0274* NAVD 88     -       596.846  (meters)    1958.15   (feet)  ADJUSTED  
 TG0274  ___________________________________________________________________
 TG0274  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TG0274  DYNAMIC HT  -         596.972 (meters)    1958.57  (feet)  COMP
 TG0274  MODELED GRAV-     980,800.4   (mgal)                       NAVD 88
 TG0274
 TG0274  VERT ORDER  -  SECOND    CLASS 0
 TG0274
 TG0274.The horizontal coordinates were scaled from a topographic map and have
 TG0274.an estimated accuracy of +/- 6 seconds.
 TG0274
 TG0274.The orthometric height was determined by differential leveling
 TG0274.and adjusted by the National Geodetic Survey in June 1991..
 TG0274
 TG0274.The geoid height was determined by GEOID03.
 TG0274
 TG0274.The dynamic height is computed by dividing the NAVD 88
 TG0274.geopotential number by the normal gravity value computed on the
 TG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0274.degrees latitude (g = 980.6199 gals.).
 TG0274
 TG0274.The modeled gravity was interpolated from observed gravity values.
 TG0274
 TG0274;                    North         East    Units  Estimated Accuracy
 TG0274;SPC ND N     -   202,050.      471,970.      MT  (+/- 180 meters Scaled)
 TG0274
 TG0274                          SUPERSEDED SURVEY CONTROL
 TG0274
 TG0274  NGVD 29 (??/??/92)  596.438  (m)         1956.81   (f) ADJ UNCH    2 0
 TG0274
 TG0274.Superseded values are not recommended for survey control.
 TG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0274.See file dsdata.txt to determine how the superseded data were derived.
 TG0274
 TG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024093(NAD 83)
 TG0274_MARKER: DR = REFERENCE MARK DISK
 TG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0274_STAMPING: BELL NO 1 1963
 TG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0274+STABILITY: SURFACE MOTION
 TG0274
 TG0274  HISTORY     - Date     Condition        Report By
 TG0274  HISTORY     - 1963     MONUMENTED       CGS
 TG0274
 TG0274                          STATION DESCRIPTION
 TG0274
 TG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0274'0.3 MI NE FROM BOWBELLS.
 TG0274'ABOUT 0.3 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0274'RAILROAD STATION AT BOWBELLS, IN A SMALL PARK JUST NORTHWEST OF THE
 TG0274'CITY WATER TOWER, 82.0 FEET NORTHEAST OF BELL 1963, 74 FEET NORTH OF
 TG0274'THE NORTH LEG OF THE CITY WATER TOWER, 60 FEET NORTHWEST OF THE WEST
 TG0274'CORNER OF THE BUILDING AT THE SWIMMING POOL, 12 FEET NORTH OF A POWER
 TG0274'POLE WITH A STREET LAMP, 3 1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 TG0274'CONCRETE SLAB UNDER A COVER FOR A PICNIC TABLE, ABOUT LEVEL WITH THE
 TG0274'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0272 ***********************************************************************
 TG0272  DESIGNATION -  BELL RM 2
 TG0272  PID         -  TG0272
 TG0272  STATE/COUNTY-  ND/BURKE
 TG0272  USGS QUAD   -  BOWBELLS (1947)
 TG0272
 TG0272                         *CURRENT SURVEY CONTROL
 TG0272  ___________________________________________________________________
 TG0272* NAD 83(1986)-  48 48 15.     (N)    102 14 35.     (W)     SCALED    
 TG0272* NAVD 88     -       596.891  (meters)    1958.30   (feet)  ADJUSTED  
 TG0272  ___________________________________________________________________
 TG0272  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TG0272  DYNAMIC HT  -         597.016 (meters)    1958.71  (feet)  COMP
 TG0272  MODELED GRAV-     980,800.4   (mgal)                       NAVD 88
 TG0272
 TG0272  VERT ORDER  -  SECOND    CLASS 0
 TG0272
 TG0272.The horizontal coordinates were scaled from a topographic map and have
 TG0272.an estimated accuracy of +/- 6 seconds.
 TG0272
 TG0272.The orthometric height was determined by differential leveling
 TG0272.and adjusted by the National Geodetic Survey in June 1991..
 TG0272
 TG0272.The geoid height was determined by GEOID03.
 TG0272
 TG0272.The dynamic height is computed by dividing the NAVD 88
 TG0272.geopotential number by the normal gravity value computed on the
 TG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0272.degrees latitude (g = 980.6199 gals.).
 TG0272
 TG0272.The modeled gravity was interpolated from observed gravity values.
 TG0272
 TG0272;                    North         East    Units  Estimated Accuracy
 TG0272;SPC ND N     -   202,050.      471,970.      MT  (+/- 180 meters Scaled)
 TG0272
 TG0272                          SUPERSEDED SURVEY CONTROL
 TG0272
 TG0272  NGVD 29 (??/??/92)  596.482  (m)         1956.96   (f) ADJ UNCH    2 0
 TG0272
 TG0272.Superseded values are not recommended for survey control.
 TG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0272.See file dsdata.txt to determine how the superseded data were derived.
 TG0272
 TG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024093(NAD 83)
 TG0272_MARKER: DR = REFERENCE MARK DISK
 TG0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0272_STAMPING: BELL NO 2 1963
 TG0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0272+STABILITY: SURFACE MOTION
 TG0272
 TG0272  HISTORY     - Date     Condition        Report By
 TG0272  HISTORY     - 1963     MONUMENTED       CGS
 TG0272
 TG0272                          STATION DESCRIPTION
 TG0272
 TG0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0272'0.3 MI NE FROM BOWBELLS.
 TG0272'ABOUT 0.3 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0272'RAILROAD STATION AT BOWBELLS, IN A SMALL PARK JUST NORTHEAST OF THE
 TG0272'CITY WATER TOWER, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TG0272'87.7 FEET NORTHWEST OF BELL 1963, 3 1/2 FEET NORTH OF THE CENTER LINE
 TG0272'OF A PATH THROUGH THE PARK, 3 FEET SOUTHWEST OF A 6-INCH ASH TREE,
 TG0272'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TG0272'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1807 ***********************************************************************
 TG1807  DESIGNATION -  BELL TEL N MICRO MST S OF ROSS
 TG1807  PID         -  TG1807
 TG1807  STATE/COUNTY-  ND/MOUNTRAIL
 TG1807  USGS QUAD   -  ROSS (1981)
 TG1807
 TG1807                         *CURRENT SURVEY CONTROL
 TG1807  ___________________________________________________________________
 TG1807* NAD 83(1996)-  48 16 43.67342(N)    102 34 18.06473(W)     ADJUSTED  
 TG1807* NAVD 88     -                                                        
 TG1807  ___________________________________________________________________
 TG1807  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 TG1807  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG1807
 TG1807  HORZ ORDER  -  THIRD
 TG1807
 TG1807.The horizontal coordinates were established by classical geodetic methods
 TG1807.and adjusted by the National Geodetic Survey in January 1998..
 TG1807
 TG1807
 TG1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1807
 TG1807.The geoid height was determined by GEOID03.
 TG1807
 TG1807;                    North         East     Units Scale Factor Converg.
 TG1807;SPC ND N     -   144,247.438   446,262.152   MT  0.99994157   -1 32 29.8
 TG1807;SPC ND N     -   473,252.75  1,464,114.67   iFT  0.99994157   -1 32 29.8
 TG1807;UTM  13      - 5,350,138.562   680,157.169   MT  0.99999880   +1 48 46.7
 TG1807
 TG1807                          SUPERSEDED SURVEY CONTROL
 TG1807
 TG1807  NAD 83(1986)-  48 16 43.67433(N)    102 34 18.06089(W) AD(       ) 4
 TG1807  NAD 27      -  48 16 43.61100(N)    102 34 16.41400(W) AD(       ) 3
 TG1807
 TG1807.Superseded values are not recommended for survey control.
 TG1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1807.See file dsdata.txt to determine how the superseded data were derived.
 TG1807
 TG1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8015750139(NAD 83)
 TG1807_MARKER: 44 = MICROWAVE MAST
 TG1807
 TG1807  HISTORY     - Date     Condition        Report By
 TG1807  HISTORY     - 1963     FIRST OBSERVED   CGS
 TG1807  HISTORY     - 1967     GOOD             CGS
 TG1807
 TG1807                          STATION DESCRIPTION
 TG1807
 TG1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TG1807'THE STATION IS THE CENTER OF A RED LIGHT ATOP THE ROSS, BELL
 TG1807'TELEPHONE COMPANY, MICRO-WAVE MAST, AND IT IS LOCATED 5 MILES
 TG1807'SOUTH OF ROSS.  THE MAST IS THE NORTH ONE OF TWO AND IS 65
 TG1807'FEET IN HEIGHT AND IS PAINTED ALTERNATING INTERNATIONAL RED
 TG1807'AND WHITE.
 TG1807
 TG1807                          STATION RECOVERY (1967)
 TG1807
 TG1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1807'RECOVERED AS DESCRIBED IN 1963.
 TG1807'
 TG1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TG1807'5 MILES SOUTH OF ROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1609 ***********************************************************************
 SL1609  DESIGNATION -  BELMONT
 SL1609  PID         -  SL1609
 SL1609  STATE/COUNTY-  ND/TRAILL
 SL1609  USGS QUAD   -  CLIMAX NW (1964)
 SL1609
 SL1609                         *CURRENT SURVEY CONTROL
 SL1609  ___________________________________________________________________
 SL1609* NAD 83(1996)-  47 37 41.94260(N)    096 57 46.24283(W)     ADJUSTED  
 SL1609* NAVD 88     -       264.96   (+/-2cm)     869.3    (feet)  VERTCON   
 SL1609  ___________________________________________________________________
 SL1609  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 SL1609  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 SL1609
 SL1609  HORZ ORDER  -  FIRST
 SL1609  VERT ORDER  -  THIRD ? (See Below)
 SL1609
 SL1609.The horizontal coordinates were established by classical geodetic methods
 SL1609.and adjusted by the National Geodetic Survey in January 1998..
 SL1609
 SL1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1609.The vertical order pertains to the NGVD 29 superseded value.
 SL1609
 SL1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1609
 SL1609.The geoid height was determined by GEOID03.
 SL1609
 SL1609;                    North         East     Units Scale Factor Converg.
 SL1609;SPC ND N     -    75,961.771   865,749.670   MT  0.99996738   +2 37 55.6
 SL1609;SPC ND N     -   249,218.41  2,840,386.06   iFT  0.99996738   +2 37 55.6
 SL1609;SPC MN N     -   232,690.593   509,816.472   MT  0.99990932   -2 51 47.6
 SL1609;UTM  14      - 5,277,001.103   653,047.980   MT  0.99988785   +1 30 19.1
 SL1609
 SL1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1609!SPC ND N     -   0.99996266  x   0.99996738  =   0.99993004
 SL1609!SPC MN N     -   0.99996266  x   0.99990932  =   0.99987198
 SL1609!UTM  14      -   0.99996266  x   0.99988785  =   0.99985051
 SL1609
 SL1609:                Primary Azimuth Mark                     Grid Az
 SL1609:SPC ND N     -  SAND HILL LUTH CH SPIRE                  048 50 32.7
 SL1609:SPC MN N     -  SAND HILL LUTH CH SPIRE                  054 20 15.9
 SL1609:UTM  14      -  SAND HILL LUTH CH SPIRE                  049 58 09.2
 SL1609
 SL1609|---------------------------------------------------------------------|
 SL1609| PID    Reference Object                     Distance      Geod. Az  |
 SL1609|                                                           dddmmss.s |
 SL1609| SL1608 SAND HILL LUTH CH SPIRE             APPROX. 7.7 KM 0512828.3 |
 SL1609| CP3529 CHURCH SPIRE APPROX 4 MILES                        0975010.6 |
 SL1609| SL1603 CLIMAX PUBLIC SCHOOL CHIMNEY        APPROX.11.5 KM 1012417.8 |
 SL1609| SL1602 CLIMAX FARMERS COOP ELEVATOR        APPROX.11.3 KM 1014654.2 |
 SL1609| CO9913 BELMONT RM 1                         30.376 METERS 13133     |
 SL1609| CO9912 BELMONT AZ MK                                      1785602.9 |
 SL1609| SL1606 FARGO WINNIPEG AIRWAY BEACON 4      APPROX.13.0 KM 1842838.8 |
 SL1609| CO9915 BELMONT RM 3                         98.150 METERS 23147     |
 SL1609| SL1280 BUXTON FARMERS UNION ELEVATOR       APPROX.10.5 KM 2523617.0 |
 SL1609| CO9914 BELMONT RM 2                         39.587 METERS 26843     |
 SL1609| SL1277 REYNOLDS FARMERS CO NO 1 ELEV       APPROX.12.1 KM 2942304.4 |
 SL1609| SL1275 REYNOLDS CATHOLIC CHURCH SPIRE      APPROX.11.9 KM 2944204.0 |
 SL1609|---------------------------------------------------------------------|
 SL1609
 SL1609                          SUPERSEDED SURVEY CONTROL
 SL1609
 SL1609  NAD 83(1986)-  47 37 41.94097(N)    096 57 46.23561(W) AD(       ) 1
 SL1609  NAD 27      -  47 37 42.02300(N)    096 57 44.93200(W) AD(       ) 1
 SL1609  NGVD 29 (07/19/86)  264.62   (m)          868.2    (f) LEVELING    3  
 SL1609
 SL1609.Superseded values are not recommended for survey control.
 SL1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1609.See file dsdata.txt to determine how the superseded data were derived.
 SL1609
 SL1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5304877001(NAD 83)
 SL1609_MARKER: DS = TRIANGULATION STATION DISK
 SL1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1609
 SL1609  HISTORY     - Date     Condition        Report By
 SL1609  HISTORY     - 1941     MONUMENTED       CGS
 SL1609  HISTORY     - 1954     GOOD             CGS
 SL1609  HISTORY     - 1964     GOOD             CGS
 SL1609
 SL1609                          STATION DESCRIPTION
 SL1609
 SL1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1609'STATION IS ABOUT 6-1/2 MILES ENE OF BUXTON, IN THE NE CORNER OF
 SL1609'SEC. 24, T. 148 N, R. 50 W, ON THE INGWALSON FARM.  IT IS
 SL1609'IN THE SW ANGLE OF A CROSSROADS INTERSECTION, 105 FEET E OF THE
 SL1609'CENTER LINE OF A N-S GRAVEL ROAD, 33 FEET S OF THE CENTER LINE
 SL1609'OF THE E-W ROAD AND 6 FEET SE OF A WHITE REFERENCE POST.  IT
 SL1609'IS STAMPED BELMONT 1941 AND PROJECTS ABOUT 6 INCHES.
 SL1609'
 SL1609'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1609'BRONZE DISKS SET IN CONCRETE.
 SL1609'
 SL1609'REFERENCE MARK NO. 1 IS SE OF THE STATION AND 30 FEET E OF THE
 SL1609'CENTER LINE OF THE N-S ROAD. IT IS STAMPED BELMONT NO. 1 1941 AND
 SL1609'PROJECTS ABOUT 6 INCHES.
 SL1609'
 SL1609'REFERENCE MARK NO. 2 IS W OF THE STATION AND 38 FEET S OF THE
 SL1609'CENTER LINE OF THE E-W ROAD.  IT IS STAMPED BELMONT NO 2 1941
 SL1609'AND PROJECTS ABOUT 6 INCHES.
 SL1609'
 SL1609'THE AZIMUTH MARK IS ABOUT 0.6 MILE S OF THE STATION AT THE
 SL1609'NE CORNER OF A CEMETERY, 37 FEET W OF THE CENTER LINE OF THE
 SL1609'N-S ROAD, 5 FEET WNW OF A FENCE CORNER AND 2 FEET W OF A WHITE
 SL1609'REFERENCE POST.  IT IS STAMPED BELMONT 1941 AND PROJECTS ABOUT
 SL1609'6 INCHES.
 SL1609'
 SL1609'TO REACH FROM BUXTON, GO E ON THE MAIN-TRAVELED GRAVEL ROAD
 SL1609'FOR 1.25 MILES AND CONTINUE E WHERE THE ROAD CROSSES U.S.
 SL1609'HIGHWAY 81, GO 5.0 MILES AND TURN LEFT, N, ON A GRAVEL ROAD,
 SL1609'GO 1.4 MILES TO THE AZIMUTH MARK ON THE W SIDE OF THE ROAD,
 SL1609'CONTINUE 0.6 MILE TO THE STATION AT THE CROSSROADS INTERSECTION.
 SL1609'
 SL1609'A 103-FOOT SIGNAL AT WOLD IS VISIBLE AT 77 FEET.
 SL1609'
 SL1609'A 103-FOOT SIGNAL AT MORGAN IS VISIBLE AT 77 FEET.
 SL1609'
 SL1609'A 103-FOOT SIGNAL AT AMERICUS IS VISIBLE AT 90 FEET.
 SL1609'
 SL1609'A 90-FOOT SIGNAL AT FISHER IS VISIBLE AT 77 FEET.
 SL1609'
 SL1609'A 103-FOOT SIGNAL AT ROOME IS VISIBLE FROM THE GROUND.
 SL1609'
 SL1609'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 SL1609
 SL1609                          STATION RECOVERY (1954)
 SL1609
 SL1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1609'THE STATION WAS RECOVERED IN GOOD CONDITION.  OLD DESCRIPTION
 SL1609'AND DIRECTIONS ARE ADEQUATE EXCEPT THAT THE STATION AND
 SL1609'REFERENCE MARK NO. 1 ARE WEST OF A NORTH-AND-SOUTH ROAD, NOT EAST.
 SL1609'
 SL1609'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 SL1609'
 SL1609'REFERENCE MARK NO. 3, SOUTHWEST OF THE STATION, IS 4 FEET SOUTH
 SL1609'OF THE SOUTHEAST CORNER OF A GARAGE, AND PROJECTS 1 INCH.
 SL1609'THE DISK IS STAMPED BELMONT NO 3 1941.
 SL1609
 SL1609                          STATION RECOVERY (1964)
 SL1609
 SL1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 SL1609'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SL1609'CONDITION.  THE DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0476 ***********************************************************************
 SN0476  DESIGNATION -  BENEDICT
 SN0476  PID         -  SN0476
 SN0476  STATE/COUNTY-  ND/MCLEAN
 SN0476  USGS QUAD   -  BENEDICT (1981)
 SN0476
 SN0476                         *CURRENT SURVEY CONTROL
 SN0476  ___________________________________________________________________
 SN0476* NAD 83(1986)-  47 49 59.     (N)    101 04 44.     (W)     SCALED    
 SN0476* NAVD 88     -       632.634  (meters)    2075.57   (feet)  ADJUSTED  
 SN0476  ___________________________________________________________________
 SN0476  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0476  DYNAMIC HT  -         632.697 (meters)    2075.77  (feet)  COMP
 SN0476  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 SN0476
 SN0476  VERT ORDER  -  SECOND    CLASS 0
 SN0476
 SN0476.The horizontal coordinates were scaled from a topographic map and have
 SN0476.an estimated accuracy of +/- 6 seconds.
 SN0476
 SN0476.The orthometric height was determined by differential leveling
 SN0476.and adjusted by the National Geodetic Survey in June 1991..
 SN0476.WARNING-Repeat measurements at this control monument indicate possible
 SN0476.vertical movement.
 SN0476
 SN0476.The geoid height was determined by GEOID03.
 SN0476
 SN0476.The dynamic height is computed by dividing the NAVD 88
 SN0476.geopotential number by the normal gravity value computed on the
 SN0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0476.degrees latitude (g = 980.6199 gals.).
 SN0476
 SN0476.The modeled gravity was interpolated from observed gravity values.
 SN0476
 SN0476;                    North         East    Units  Estimated Accuracy
 SN0476;SPC ND N     -    92,780.      556,660.      MT  (+/- 180 meters Scaled)
 SN0476
 SN0476                          SUPERSEDED SURVEY CONTROL
 SN0476
 SN0476  NGVD 29 (??/??/92)  632.244  (m)         2074.29   (f) ADJ UNCH    2 0
 SN0476
 SN0476.Superseded values are not recommended for survey control.
 SN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0476.See file dsdata.txt to determine how the superseded data were derived.
 SN0476
 SN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT444998(NAD 83)
 SN0476_MARKER: DB = BENCH MARK DISK
 SN0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0476_STAMPING: BENEDICT 1934
 SN0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0476+STABILITY: SURFACE MOTION
 SN0476
 SN0476  HISTORY     - Date     Condition        Report By
 SN0476  HISTORY     - 1934     MONUMENTED       CGS
 SN0476  HISTORY     - 1962     GOOD             NGS
 SN0476
 SN0476                          STATION DESCRIPTION
 SN0476
 SN0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0476'IN BENEDICT.
 SN0476'ABOUT 0.2 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0476'RAILROAD FROM THE STATION AT BENEDICT, ABOUT 0.2 MILE WEST OF MILEPOST
 SN0476'456, AT A GRADED ROAD CROSSING, 107 FEET SOUTHWEST OF THE CENTERLINE
 SN0476'OF THE CROSSING, 85.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 35.5
 SN0476'FEET SOUTH OF THE SOUTH RAIL, 19 FEET SOUTHWEST OF A POWER POLE, 1.2
 SN0476'FEET EAST OF A WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 SN0476'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 SN0476'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0476'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1622 ***********************************************************************
 SN1622  DESIGNATION -  BENEDICT CONCORDIA LUTH CHURCH
 SN1622  PID         -  SN1622
 SN1622  STATE/COUNTY-  ND/MCLEAN
 SN1622  USGS QUAD   -  BENEDICT (1981)
 SN1622
 SN1622                         *CURRENT SURVEY CONTROL
 SN1622  ___________________________________________________________________
 SN1622* NAD 83(1996)-  47 49 45.67941(N)    101 04 45.56309(W)     ADJUSTED  
 SN1622* NAVD 88     -                                                        
 SN1622  ___________________________________________________________________
 SN1622  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 SN1622  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN1622
 SN1622  HORZ ORDER  -  THIRD
 SN1622
 SN1622.The horizontal coordinates were established by classical geodetic methods
 SN1622.and adjusted by the National Geodetic Survey in January 1998..
 SN1622
 SN1622
 SN1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1622
 SN1622.The geoid height was determined by GEOID03.
 SN1622
 SN1622;                    North         East     Units Scale Factor Converg.
 SN1622;SPC ND N     -    92,371.142   556,628.196   MT  0.99994573   -0 25 51.9
 SN1622;SPC ND N     -   303,054.93  1,826,207.99   iFT  0.99994573   -0 25 51.9
 SN1622;UTM  14      - 5,299,427.308   344,384.356   MT  0.99989758   -1 32 29.0
 SN1622
 SN1622                          SUPERSEDED SURVEY CONTROL
 SN1622
 SN1622  NAD 83(1986)-  47 49 45.68048(N)    101 04 45.55820(W) AD(       ) 4
 SN1622  NAD 27      -  47 49 45.67000(N)    101 04 44.01100(W) AD(       ) 3
 SN1622
 SN1622.Superseded values are not recommended for survey control.
 SN1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1622.See file dsdata.txt to determine how the superseded data were derived.
 SN1622
 SN1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4438499427(NAD 83)
 SN1622_MARKER: 90 = CHURCH SPIRE
 SN1622
 SN1622  HISTORY     - Date     Condition        Report By
 SN1622  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1622
 SN1622                          STATION DESCRIPTION
 SN1622
 SN1622'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0627 ***********************************************************************
 RQ0627  DESIGNATION -  BENSON
 RQ0627  PID         -  RQ0627
 RQ0627  STATE/COUNTY-  ND/LA MOURE
 RQ0627  USGS QUAD   -  VERONA NW (1970)
 RQ0627
 RQ0627                         *CURRENT SURVEY CONTROL
 RQ0627  ___________________________________________________________________
 RQ0627* NAD 83(1996)-  46 28 23.97345(N)    098 14 36.33122(W)     ADJUSTED  
 RQ0627* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 RQ0627  ___________________________________________________________________
 RQ0627  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 RQ0627  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RQ0627
 RQ0627  HORZ ORDER  -  SECOND
 RQ0627
 RQ0627.The horizontal coordinates were established by classical geodetic methods
 RQ0627.and adjusted by the National Geodetic Survey in January 1998..
 RQ0627
 RQ0627.The orthometric height was scaled from a topographic map.
 RQ0627
 RQ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0627
 RQ0627.The geoid height was determined by GEOID03.
 RQ0627
 RQ0627;                    North         East     Units Scale Factor Converg.
 RQ0627;SPC ND S     -    92,154.188   773,273.690   MT  0.99995563   +1 38 45.3
 RQ0627;SPC ND S     -   302,343.14  2,536,987.17   iFT  0.99995563   +1 38 45.3
 RQ0627;UTM  14      - 5,146,917.488   558,081.701   MT  0.99964147   +0 32 54.9
 RQ0627
 RQ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0627!SPC ND S     -   0.99993548  x   0.99995563  =   0.99989112
 RQ0627!UTM  14      -   0.99993548  x   0.99964147  =   0.99957698
 RQ0627
 RQ0627:                Primary Azimuth Mark                     Grid Az
 RQ0627:SPC ND S     -  BENSON CORNERS HIGH PRAIRIE CH           069 40 58.0
 RQ0627:UTM  14      -  BENSON CORNERS HIGH PRAIRIE CH           070 46 48.4
 RQ0627
 RQ0627|---------------------------------------------------------------------|
 RQ0627| PID    Reference Object                     Distance      Geod. Az  |
 RQ0627|                                                           dddmmss.s |
 RQ0627| RQ0628 BENSON CORNERS HIGH PRAIRIE CH      APPROX. 3.3 KM 0711943.3 |
 RQ0627| CO4357 BENSON RM 2                          20.415 METERS 10743     |
 RQ0627| CO4355 BENSON AZ MK                                       2394643.3 |
 RQ0627| CO4356 BENSON RM 1                          19.614 METERS 35813     |
 RQ0627|---------------------------------------------------------------------|
 RQ0627
 RQ0627                          SUPERSEDED SURVEY CONTROL
 RQ0627
 RQ0627  NAD 83(1986)-  46 28 23.97816(N)    098 14 36.32343(W) AD(       ) 2
 RQ0627  NAD 27      -  46 28 24.07600(N)    098 14 34.96700(W) AD(       ) 2
 RQ0627
 RQ0627.Superseded values are not recommended for survey control.
 RQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0627.See file dsdata.txt to determine how the superseded data were derived.
 RQ0627
 RQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5808246917(NAD 83)
 RQ0627_MARKER: DS = TRIANGULATION STATION DISK
 RQ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0627
 RQ0627  HISTORY     - Date     Condition        Report By
 RQ0627  HISTORY     - 1954     MONUMENTED       CGS
 RQ0627  HISTORY     - 1968     GOOD             USGS
 RQ0627  HISTORY     - 1969     GOOD             CGS
 RQ0627
 RQ0627                          STATION DESCRIPTION
 RQ0627
 RQ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0627'THE STATION IS ABOUT 8 MILES NORTH AND 2-1/2 MILES EAST OF
 RQ0627'LA MOURE, 6-1/4 MILES EAST AND 2 MILES NORTH OF GRAND RAPIDS
 RQ0627'AND ON THE ROAD RIGHT-OF-WAY ALONG THE WEST SIDE OF THE
 RQ0627'SOUTHWEST QUARTER OF SEC. 28, T. 135 N.  R. 60 W.
 RQ0627'
 RQ0627'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 RQ0627'LAWN IN LA MOURE, GO NORTH 1 BLOCK, TURN LEFT AND FOLLOW
 RQ0627'PAVED STREET AND GRAVEL ROAD WEST FOR 0.3 MILE TO A POINT
 RQ0627'WHERE THE GRAVEL ROAD CURVES NORTH, CONTINUE NORTH ON THE
 RQ0627'GRAVEL ROAD FOR 5.3 MILES TO A FORK, KEEP RIGHT FORK AND CONTINUE
 RQ0627'NORTH FOR 2.15 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST
 RQ0627'2.0 MILES TO A CROSSROAD, CONTINUE EAST FOR 0.75 MILE TO
 RQ0627'THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 RQ0627'CONTINUE EAST FOR 0.25 MILE TO A CROSSROAD, TURN LEFT AND GO
 RQ0627'NORTH ON THE TRACK ROAD FOR 0.15 MILE TO A SMALL GRAVEL
 RQ0627'PIT ON THE RIGHT ON THE TOP OF A LOW KNOLL AND THE
 RQ0627'STATION 15 FEET NORTH OF THE NORTH EDGE OF THE GRAVEL PIT.
 RQ0627'
 RQ0627'THE STATION MARK, STAMPED BENSON 1954, IS A STANDARD DISK
 RQ0627'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 RQ0627'IS 20 FEET EAST OF THE CENTER OF THE TRACK ROAD, 15 FEET
 RQ0627'NORTH OF THE NORTH EDGE OF THE GRAVEL PIT AND 2 FEET NORTHEAST
 RQ0627'OF A WITNESS POST.
 RQ0627'
 RQ0627'REFERENCE MARK NO. 1, STAMPED BENSON NO 1 1954, IS A STANDARD
 RQ0627'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 RQ0627'IT IS 15 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 5
 RQ0627'FEET LOWER THAN THE STATION MARK.
 RQ0627'
 RQ0627'REFERENCE MARK NO. 2, STAMPED BENSON NO 2 1954, IS A STANDARD
 RQ0627'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 RQ0627'IT IS 18 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 RQ0627'GRAVEL PIT AND 2-1/2 FEET LOWER THAN THE STATION.
 RQ0627'
 RQ0627'THE AZIMUTH MARK, STAMPED BENSON 1954, IS A STANDARD DISK
 RQ0627'SET IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS
 RQ0627'62.7 FEET EAST-NORTHEAST OF A POWER POLE, 37 FEET SOUTH OF
 RQ0627'THE CENTER OF A DIRT ROAD, 3.5 FEET SOUTH OF A CORNER FENCE
 RQ0627'POST AND 2 FEET NORTH OF A WITNESS POST.
 RQ0627'
 RQ0627'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RQ0627
 RQ0627                          STATION RECOVERY (1968)
 RQ0627
 RQ0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JWS)
 RQ0627'NOTE--STATION AND R.M. 1 FOUND IN GOOD CONDITION
 RQ0627'
 RQ0627'R.M. 2 NOT FOUND
 RQ0627
 RQ0627                          STATION RECOVERY (1969)
 RQ0627
 RQ0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RQ0627'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0627'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 RQ0627'TO THE MARKS AND A SLIGHT DIFFERENCE FOUND IN THE DIRECTION
 RQ0627'TO REFERENCE MARK NO. 2.
 RQ0627'
 RQ0627'A STEEL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION
 RQ0627'MARK AND 1 FOOT SOUTH OF THE AZIMUTH MARK.
 RQ0627'
 RQ0627'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 RQ0627'
 RQ0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. ENE
 RQ0627'OF GRAND RAPIDS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0628 ***********************************************************************
 RQ0628  DESIGNATION -  BENSON CORNERS HIGH PRAIRIE CH
 RQ0628  PID         -  RQ0628
 RQ0628  STATE/COUNTY-  ND/LA MOURE
 RQ0628  USGS QUAD   -  VERONA NW (1970)
 RQ0628
 RQ0628                         *CURRENT SURVEY CONTROL
 RQ0628  ___________________________________________________________________
 RQ0628* NAD 83(1996)-  46 28 58.59055(N)    098 12 07.91765(W)     ADJUSTED  
 RQ0628* NAVD 88     -                                                        
 RQ0628  ___________________________________________________________________
 RQ0628  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 RQ0628  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 RQ0628
 RQ0628  HORZ ORDER  -  THIRD
 RQ0628
 RQ0628.The horizontal coordinates were established by classical geodetic methods
 RQ0628.and adjusted by the National Geodetic Survey in January 1998..
 RQ0628
 RQ0628
 RQ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0628
 RQ0628.The geoid height was determined by GEOID03.
 RQ0628
 RQ0628;                    North         East     Units Scale Factor Converg.
 RQ0628;SPC ND S     -    93,314.355   776,407.119   MT  0.99995459   +1 40 33.5
 RQ0628;SPC ND S     -   306,149.46  2,547,267.45   iFT  0.99995459   +1 40 33.5
 RQ0628;UTM  14      - 5,148,017.089   561,235.793   MT  0.99964609   +0 34 42.8
 RQ0628
 RQ0628                          SUPERSEDED SURVEY CONTROL
 RQ0628
 RQ0628  NAD 83(1986)-  46 28 58.59544(N)    098 12 07.90880(W) AD(       ) 4
 RQ0628  NAD 27      -  46 28 58.69200(N)    098 12 06.57000(W) AD(       ) 3
 RQ0628
 RQ0628.Superseded values are not recommended for survey control.
 RQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0628.See file dsdata.txt to determine how the superseded data were derived.
 RQ0628
 RQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6123648017(NAD 83)
 RQ0628_MARKER: 90 = CHURCH SPIRE
 RQ0628
 RQ0628  HISTORY     - Date     Condition        Report By
 RQ0628  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0628
 RQ0628                          STATION DESCRIPTION
 RQ0628
 RQ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0628'THE STATION IS THE FINIAL ATOP THE CHURCH SPIRE IN THE SOUTH
 RQ0628'EDGE OF THE SETTLEMENT OF BENSON CORNERS.  THE CHURCH IS
 RQ0628'CONSTRUCTED OF WOOD, PAINTED WHITE AND THE FINIAL IS
 RQ0628'APPROXIMATELY 40 FEET HIGH.
 RQ0628'
 RQ0628'THIS STATION WAS LOCATED BY SPECIAL REQUEST OF THE U.S. GEOLOGICAL
 RQ0628'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2102 ***********************************************************************
 TF2102  DESIGNATION -  BENTINCH
 TF2102  PID         -  TF2102
 TF2102  STATE/COUNTY-  ND/BOTTINEAU
 TF2102  USGS QUAD   -  WESTHOPE SW (1949)
 TF2102
 TF2102                         *CURRENT SURVEY CONTROL
 TF2102  ___________________________________________________________________
 TF2102* NAD 83(1996)-  48 49 15.27071(N)    101 12 59.51099(W)     ADJUSTED  
 TF2102* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TF2102  ___________________________________________________________________
 TF2102  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 TF2102  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TF2102
 TF2102  HORZ ORDER  -  SECOND
 TF2102
 TF2102.The horizontal coordinates were established by classical geodetic methods
 TF2102.and adjusted by the National Geodetic Survey in January 1998..
 TF2102
 TF2102.The orthometric height was scaled from a topographic map.
 TF2102
 TF2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2102
 TF2102.The geoid height was determined by GEOID03.
 TF2102
 TF2102;                    North         East     Units Scale Factor Converg.
 TF2102;SPC ND N     -   202,705.460   547,382.217   MT  1.00001854   -0 31 59.5
 TF2102;SPC ND N     -   665,044.16  1,795,873.42   iFT  1.00001854   -0 31 59.5
 TF2102;UTM  14      - 5,409,916.536   337,302.228   MT  0.99992521   -1 40 07.1
 TF2102
 TF2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2102!SPC ND N     -   0.99993088  x   1.00001854  =   0.99994941
 TF2102!UTM  14      -   0.99993088  x   0.99992521  =   0.99985609
 TF2102
 TF2102:                Primary Azimuth Mark                     Grid Az
 TF2102:SPC ND N     -  WESTHOPE MUNICIPAL TANK                  055 40 33.7
 TF2102:UTM  14      -  WESTHOPE MUNICIPAL TANK                  056 48 41.3
 TF2102
 TF2102|---------------------------------------------------------------------|
 TF2102| PID    Reference Object                     Distance      Geod. Az  |
 TF2102|                                                           dddmmss.s |
 TF2102| TF2093 WESTHOPE MUNICIPAL TANK             APPROX.17.4 KM 0550834.2 |
 TF2102| CS9177 BENTINCH RM 1                        28.790 METERS 08637     |
 TF2102| CS9176 BENTINCH AZ MK                                     1582354.0 |
 TF2102| CS9178 BENTINCH RM 2                        31.437 METERS 18624     |
 TF2102|---------------------------------------------------------------------|
 TF2102
 TF2102                          SUPERSEDED SURVEY CONTROL
 TF2102
 TF2102  NAD 83(1986)-  48 49 15.26507(N)    101 12 59.51328(W) AD(       ) 2
 TF2102  NAD 27      -  48 49 15.18740(N)    101 12 57.93500(W) AD(       ) 2
 TF2102
 TF2102.Superseded values are not recommended for survey control.
 TF2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2102.See file dsdata.txt to determine how the superseded data were derived.
 TF2102
 TF2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3730209917(NAD 83)
 TF2102_MARKER: DS = TRIANGULATION STATION DISK
 TF2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2102
 TF2102  HISTORY     - Date     Condition        Report By
 TF2102  HISTORY     - 1963     MONUMENTED       CGS
 TF2102
 TF2102                          STATION DESCRIPTION
 TF2102
 TF2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2102'THE STATION IS LOCATED ABOUT 6 MILES SOUTH AND 9 MILES WEST
 TF2102'OF WESTHOPE, 6-3/4 MILES NORTH AND 3-1/4 MILES WEST OF MAXBASS,
 TF2102'IN THE NORTHEAST 1/4 OF SECTION 31, T. 162 N., R. 81 W., AND
 TF2102'ON PASTURE LAND OWNED BY MR. OSCAR FOSSUM.
 TF2102'
 TF2102'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO EAST
 TF2102'ON STATE HIGHWAY 5 FOR 9.5 MILES TO THE JUNCTION OF STATE
 TF2102'HIGHWAY 5 AND U.S. HIGHWAY 83.  CONTINUE EAST ON STATE HIGHWAY
 TF2102'5 FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 3.5
 TF2102'MILES TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE ROAD.
 TF2102'CONTINUE AHEAD, NORTH, FOR 0.4 MILE TO A CROSSROAD.  TURN
 TF2102'LEFT AND GO WEST FOR 0.2 MILE TO THE STATION ON THE LEFT,
 TF2102'SOUTH, SIDE OF THE ROAD.
 TF2102'
 TF2102'THE STATION MARK, STAMPED BENTINCH 1963, IS A STANDARD DISK
 TF2102'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 TF2102'3 INCHES.  IT IS 39 FEET SOUTH OF THE CENTER OF THE ROAD,
 TF2102'24 FEET WEST OF A FENCE, 11 FEET EAST OF A FENCE, 7 FEET SOUTH
 TF2102'OF A FENCE, AND 7.0 FEET SOUTH OF A WITNESS POST.
 TF2102'
 TF2102'REFERENCE MARK NO. 1, STAMPED BENTINCH NO 1 1963, IS A STANDARD
 TF2102'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 TF2102'PROJECTS 4 INCHES.  IT IS 96.0 FEET EAST OF THE WITNESS POST,
 TF2102'33 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH OF
 TF2102'A FENCE.
 TF2102'
 TF2102'REFERENCE MARK NO. 2, STAMPED BENTINCH NO 2 1963, IS A STANDARD
 TF2102'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 TF2102'PROJECTS 4 INCHES.  IT IS 110.1 FEET SOUTH OF THE WITNESS
 TF2102'POST, 110 FEET SOUTH OF A FENCE, AND 1 FOOT EAST OF A FENCE.
 TF2102'
 TF2102'THE AZIMUTH MARK, STAMPED BENTINCH 1963, IS A STANDARD DISK
 TF2102'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 TF2102'4 INCHES.  IT IS 76 FEET WEST OF THE CENTER OF THE ROAD,
 TF2102'3 FEET NORTH OF A TELEPHONE POLE, AND 2.4 FEET NORTH OF A
 TF2102'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0397 ***********************************************************************
 RS0397  DESIGNATION -  BENTLEY
 RS0397  PID         -  RS0397
 RS0397  STATE/COUNTY-  ND/HETTINGER
 RS0397  USGS QUAD   -  BENTLEY (1969)
 RS0397
 RS0397                         *CURRENT SURVEY CONTROL
 RS0397  ___________________________________________________________________
 RS0397* NAD 83(1996)-  46 19 10.99306(N)    102 04 13.65022(W)     ADJUSTED  
 RS0397* NAVD 88     -       729.3    (meters)    2393.     (feet)  VERTCON   
 RS0397  ___________________________________________________________________
 RS0397  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 RS0397  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 RS0397
 RS0397  HORZ ORDER  -  SECOND
 RS0397
 RS0397.The horizontal coordinates were established by classical geodetic methods
 RS0397.and adjusted by the National Geodetic Survey in January 1998..
 RS0397
 RS0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0397
 RS0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0397
 RS0397.The geoid height was determined by GEOID03.
 RS0397
 RS0397;                    North         East     Units Scale Factor Converg.
 RS0397;SPC ND S     -    73,800.135   479,060.662   MT  0.99997598   -1 08 43.7
 RS0397;SPC ND S     -   242,126.43  1,571,721.33   iFT  0.99997598   -1 08 43.7
 RS0397;UTM  13      - 5,133,743.107   725,526.681   MT  1.00022527   +2 07 10.4
 RS0397;UTM  14      - 5,134,154.259   263,625.496   MT  1.00028687   -2 13 17.7
 RS0397
 RS0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0397!SPC ND S     -   0.99988865  x   0.99997598  =   0.99986464
 RS0397!UTM  13      -   0.99988865  x   1.00022527  =   1.00011390
 RS0397!UTM  14      -   0.99988865  x   1.00028687  =   1.00017549
 RS0397
 RS0397:                Primary Azimuth Mark                     Grid Az
 RS0397:SPC ND S     -  BENTLEY LUTHERAN CHURCH SPIRE            030 24 30.8
 RS0397:UTM  13      -  BENTLEY LUTHERAN CHURCH SPIRE            027 08 36.7
 RS0397:UTM  14      -  BENTLEY LUTHERAN CHURCH SPIRE            031 29 04.8
 RS0397
 RS0397|---------------------------------------------------------------------|
 RS0397| PID    Reference Object                     Distance      Geod. Az  |
 RS0397|                                                           dddmmss.s |
 RS0397| RS0398 BENTLEY LUTHERAN CHURCH SPIRE       APPROX. 1.3 KM 0291547.1 |
 RS0397| CS9181 BENTLEY RM 1                         10.293 METERS 09036     |
 RS0397| CS9179 BENTLEY AZ MK                                      1514633.9 |
 RS0397| CS9180 BENTLEY AZ MK 2                                    1515610.5 |
 RS0397| CS9182 BENTLEY RM 2                         12.517 METERS 27012     |
 RS0397|---------------------------------------------------------------------|
 RS0397
 RS0397                          SUPERSEDED SURVEY CONTROL
 RS0397
 RS0397  NAD 83(1986)-  46 19 10.98568(N)    102 04 13.64668(W) AD(       ) 2
 RS0397  NAD 27      -  46 19 10.97500(N)    102 04 12.09200(W) AD(       ) 2
 RS0397  NGVD 29 (07/19/86)  728.8    (m)         2391.     (f) VERT ANG       
 RS0397
 RS0397.Superseded values are not recommended for survey control.
 RS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0397.See file dsdata.txt to determine how the superseded data were derived.
 RS0397
 RS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM2552733743(NAD 83)
 RS0397_MARKER: DS = TRIANGULATION STATION DISK
 RS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0397
 RS0397  HISTORY     - Date     Condition        Report By
 RS0397  HISTORY     - 1951     MONUMENTED       CGS
 RS0397  HISTORY     - 1968     GOOD             USGS
 RS0397  HISTORY     - 1969     GOOD             CGS
 RS0397
 RS0397                          STATION DESCRIPTION
 RS0397
 RS0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0397'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTHWEST OF THE TOWN
 RS0397'OF BENTLEY, ON THE CREST OF A LOW HILL, 20 FEET SOUTH OF THE CENTER
 RS0397'OF A GRAVELED ROAD, 4.5 FEET NORTHWEST OF A FENCE POST WITH A
 RS0397'TRIANGULAR BLAZE, AND 2 FEET NORTH OF THE WIRE FENCE.
 RS0397'
 RS0397'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BENTLEY, GO WEST
 RS0397'FOR 0.15 MILE.  THEN LEFT, SOUTH, ON A GRAVELED ROAD FOR 0.55
 RS0397'MILE (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH
 RS0397'FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED).  THEN RIGHT,
 RS0397'WEST, ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE
 RS0397'LEFT AS DESCRIBED.
 RS0397'
 RS0397'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 RS0397'BENTLEY 1951.
 RS0397'
 RS0397'REFERENCE MARK NO. 1 IS 52 FEET WEST OF A POWER LINE POLE, 20 FEET
 RS0397'SOUTH OF THE CENTER OF THE ROAD, AND 2 FEET NORTH OF THE WIRE
 RS0397'FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED BENTLEY
 RS0397'NO 1 1951.
 RS0397'
 RS0397'REFERENCE MARK NO. 2 IS 71 FEET EAST OF A POWER LINE POLE, 20
 RS0397'FEET SOUTH OF THE CENTER OF THE ROAD, AND 2 FEET NORTH OF THE
 RS0397'WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RS0397'BENTLEY NO 2 1951.
 RS0397'
 RS0397'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 RS0397'AND 1 FOOT WEST OF A WIRE FENCE.  IT PROJECTS 5 INCHES, AND
 RS0397'THE DISK IS STAMPED BENTLEY 1951.
 RS0397'
 RS0397'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0397'CYLINDERS.
 RS0397
 RS0397                          STATION RECOVERY (1968)
 RS0397
 RS0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RS0397'STATION, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  THE
 RS0397'AZIMUTH MARK IS DESTROYED.
 RS0397
 RS0397                          STATION RECOVERY (1969)
 RS0397
 RS0397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RS0397'STATION MARK, REFERENC MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 RS0397'CONTIDITION.  AZIMUTH MARK FOUND DESTROYED BY GRADER OPERATIONS.
 RS0397'A NEW AZIMUTH MARK WAS SET NEAR THE SAME LOCATION AS THE 1951
 RS0397'AZIMUTH MARK, 48 FEET EAST OF THE CENTERLINE OF ROAD, 3 FEET
 RS0397'NORTHWEST OF A POWERLINE POLE, 1 FOOT WEST OF FENCELINE AND 1
 RS0397'FOOT WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 RS0397'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES
 RS0397'AND THE DISK IS STAMPED BENTLEY 1951 1969.
 RS0397'
 RS0397'THE 1951 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 RS0397'
 RS0397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MI. SW OF
 RS0397'BENTLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0398 ***********************************************************************
 RS0398  DESIGNATION -  BENTLEY LUTHERAN CHURCH SPIRE
 RS0398  PID         -  RS0398
 RS0398  STATE/COUNTY-  ND/HETTINGER
 RS0398  USGS QUAD   -  BENTLEY (1969)
 RS0398
 RS0398                         *CURRENT SURVEY CONTROL
 RS0398  ___________________________________________________________________
 RS0398* NAD 83(1996)-  46 19 48.60339(N)    102 03 43.22713(W)     ADJUSTED  
 RS0398* NAVD 88     -                                                        
 RS0398  ___________________________________________________________________
 RS0398  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 RS0398  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 RS0398
 RS0398  HORZ ORDER  -  THIRD
 RS0398
 RS0398.The horizontal coordinates were established by classical geodetic methods
 RS0398.and adjusted by the National Geodetic Survey in January 1998..
 RS0398
 RS0398
 RS0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0398
 RS0398.The geoid height was determined by GEOID03.
 RS0398
 RS0398;                    North         East     Units Scale Factor Converg.
 RS0398;SPC ND S     -    74,948.200   479,734.458   MT  0.99997437   -1 08 21.5
 RS0398;SPC ND S     -   245,893.04  1,573,931.95   iFT  0.99997437   -1 08 21.5
 RS0398;UTM  13      - 5,134,927.984   726,134.145   MT  1.00022864   +2 07 33.7
 RS0398;UTM  14      - 5,135,289.816   264,320.954   MT  1.00028283   -2 12 57.1
 RS0398
 RS0398                          SUPERSEDED SURVEY CONTROL
 RS0398
 RS0398  NAD 83(1986)-  46 19 48.59592(N)    102 03 43.22266(W) AD(       ) 4
 RS0398  NAD 27      -  46 19 48.58400(N)    102 03 41.66900(W) AD(       ) 3
 RS0398
 RS0398.Superseded values are not recommended for survey control.
 RS0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0398.See file dsdata.txt to determine how the superseded data were derived.
 RS0398
 RS0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM2613434928(NAD 83)
 RS0398_MARKER: 90 = CHURCH SPIRE
 RS0398
 RS0398  HISTORY     - Date     Condition        Report By
 RS0398  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0398  HISTORY     - 1969     GOOD             CGS
 RS0398
 RS0398                          STATION DESCRIPTION
 RS0398
 RS0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0398'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE TOWN
 RS0398'OF BENTLEY, 1 BLOCK EAST OF THE MAIN STREET, AND 50 FEET
 RS0398'NORTH OF THE CENTER OF A DIRT ROAD.
 RS0398'
 RS0398'THE SPIRE IS ON THE SOUTH EDGE OF THE ROOF OF A WHITE WOODEN
 RS0398'BUILDING.  THE POINT OBSERVED WAS THE BASE OF THE CROSS
 RS0398'AT THE APEX OF THE SPIRE, AND THIS POINT IS 48.2 FEET IN
 RS0398'HEIGHT.
 RS0398
 RS0398                          STATION RECOVERY (1969)
 RS0398
 RS0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RS0398'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0474 ***********************************************************************
 SN0474  DESIGNATION -  BERG
 SN0474  PID         -  SN0474
 SN0474  STATE/COUNTY-  ND/MCLEAN
 SN0474  USGS QUAD   -  BENEDICT (1981)
 SN0474
 SN0474                         *CURRENT SURVEY CONTROL
 SN0474  ___________________________________________________________________
 SN0474* NAD 83(1996)-  47 49 49.39513(N)    101 01 37.32575(W)     ADJUSTED  
 SN0474* NAVD 88     -       672.574  (meters)    2206.60   (feet)  ADJUSTED  
 SN0474  ___________________________________________________________________
 SN0474  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 SN0474  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SN0474  DYNAMIC HT  -         672.641 (meters)    2206.82  (feet)  COMP
 SN0474  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0474
 SN0474  HORZ ORDER  -  FIRST
 SN0474  VERT ORDER  -  SECOND    CLASS 0
 SN0474
 SN0474.The horizontal coordinates were established by classical geodetic methods
 SN0474.and adjusted by the National Geodetic Survey in January 1998..
 SN0474
 SN0474.The orthometric height was determined by differential leveling
 SN0474.and adjusted by the National Geodetic Survey in June 1991..
 SN0474
 SN0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0474
 SN0474.The geoid height was determined by GEOID03.
 SN0474
 SN0474.The dynamic height is computed by dividing the NAVD 88
 SN0474.geopotential number by the normal gravity value computed on the
 SN0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0474.degrees latitude (g = 980.6199 gals.).
 SN0474
 SN0474.The modeled gravity was interpolated from observed gravity values.
 SN0474
 SN0474;                    North         East     Units Scale Factor Converg.
 SN0474;SPC ND N     -    92,457.769   560,543.540   MT  0.99994565   -0 23 31.9
 SN0474;SPC ND N     -   303,339.14  1,839,053.61   iFT  0.99994565   -0 23 31.9
 SN0474;UTM  14      - 5,299,438.045   348,300.426   MT  0.99988279   -1 30 09.5
 SN0474
 SN0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0474!SPC ND N     -   0.99989783  x   0.99994565  =   0.99984348
 SN0474!UTM  14      -   0.99989783  x   0.99988279  =   0.99978063
 SN0474
 SN0474:                Primary Azimuth Mark                     Grid Az
 SN0474:SPC ND N     -  BERG AZ MK                               044 14 27.1
 SN0474:UTM  14      -  BERG AZ MK                               045 21 04.7
 SN0474
 SN0474|---------------------------------------------------------------------|
 SN0474| PID    Reference Object                     Distance      Geod. Az  |
 SN0474|                                                           dddmmss.s |
 SN0474| CS9183 BERG AZ MK                                         0435055.2 |
 SN0474| SN0473 BERG RM 1                            52.645 METERS 21230     |
 SN0474| SN1622 BENEDICT CONCORDIA LUTH CHURCH      APPROX. 3.9 KM 2682025.0 |
 SN0474| SN0472 BERG RM 2                            57.138 METERS 31121     |
 SN0474| SN1619 NW BELL TELEPHONE MICROWAVE         APPROX.10.9 KM 3394615.5 |
 SN0474|---------------------------------------------------------------------|
 SN0474
 SN0474                          SUPERSEDED SURVEY CONTROL
 SN0474
 SN0474  NAD 83(1986)-  47 49 49.39636(N)    101 01 37.32161(W) AD(       ) 1
 SN0474  NAD 27      -  47 49 49.38420(N)    101 01 35.78620(W) AD(       ) 1
 SN0474  NGVD 29 (??/??/92)  672.182  (m)         2205.32   (f) ADJ UNCH    2 0
 SN0474
 SN0474.Superseded values are not recommended for survey control.
 SN0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0474.See file dsdata.txt to determine how the superseded data were derived.
 SN0474
 SN0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4830099438(NAD 83)
 SN0474_MARKER: DS = TRIANGULATION STATION DISK
 SN0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0474_STAMPING: BERG 1934
 SN0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0474+STABILITY: SURFACE MOTION
 SN0474
 SN0474  HISTORY     - Date     Condition        Report By
 SN0474  HISTORY     - 1934     MONUMENTED       CGS
 SN0474  HISTORY     - 1958     GOOD             CGS
 SN0474  HISTORY     - 1962     GOOD             CGS
 SN0474  HISTORY     - 1962     GOOD             NGS
 SN0474
 SN0474                          STATION DESCRIPTION
 SN0474
 SN0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN0474'STATION IS LOCATED ABOUT 3 MILES E OF BENEDICT, AND 1/2 MILE
 SN0474'S OF THE SOO LINE RAILROAD.  IT IS IN SEC. 10, T 150 N, R 81 W,
 SN0474'ON LAND OWNED BY FRED BERG.
 SN0474'
 SN0474'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN0474'BRONZE DISKS SET IN CONCRETE.
 SN0474'
 SN0474'THE STATION MARK IS IN A CULTIVATED FIELD ON TOP OF A HILL WHICH
 SN0474'IS THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.  IT IS 0.35
 SN0474'MILE SW OF BERGS HOUSE AND PROJECTS 14 INCHES.
 SN0474'
 SN0474'REFERENCE MARK NO. 1 IS SW OF THE STATION AND PROJECTS 4 INCHES.
 SN0474'
 SN0474'REFERENCE MARK NO. 2 IS NW OF THE STATION AND PROJECTS 3 INCHES.
 SN0474'
 SN0474'THE AZIMUTH MARK IS NE OF THE STATION.  IT IS IN THE RIGHT-OF-WAY
 SN0474'FENCE ON THE S SIDE OF AN E-W ROAD, STATE ROUTE 23, AND 20 FEET
 SN0474'E OF THE FENCE ON THE E SIDE OF THE ROAD LEADING TO BERGS HOUSE
 SN0474'AND PROJECTS 5 INCHES.
 SN0474'
 SN0474'TO REACH THE STATION FROM BENEDICT, A SMALL TOWN ON STATE
 SN0474'ROUTE 23, AND THE SOO LINE RAILROAD, GO N 1/2 BLOCK FROM THE POST
 SN0474'OFFICE.  THEN TURN RIGHT, E, AND GO 0.2 MILE TO A T-INTERSECTION.
 SN0474'(THERE IS A WHITE HOUSE IN THE SW ANGLE OF THIS INTERSECTION.)
 SN0474'TURN LEFT, N, AND GO 0.1 MILE TO A ROAD ON THE RIGHT.  TURN
 SN0474'RIGHT, E, AND GO 2.6 MILES ON GRADED ROAD (STATE ROUTE 23) TO
 SN0474'A TRACK ROAD ON THE RIGHT.  HERE TURN RIGHT, S, AND GO 0.3 MILE
 SN0474'TO THE HIGHEST POINT OF HILL AND STATION.
 SN0474'
 SN0474'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 SN0474
 SN0474                          STATION RECOVERY (1958)
 SN0474
 SN0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN0474'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN0474'CONDITION.
 SN0474'
 SN0474'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION AS STATE
 SN0474'HIGHWAY 23, TO THE EAST OF BENEDICT, HAS BEEN CLOSED.
 SN0474'
 SN0474'TO REACH FROM BENEDICT, FROM THE POST OFFICE, GO EAST FOR
 SN0474'0.2 MILE TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH ON COUNTY
 SN0474'ROUTE 23 FOR 0.85 MILE TO A T-INTERSECTION AND JUNCTION WITH
 SN0474'COUNTY ROUTE 2, TURN LEFT AND GO EAST ON COUNTY ROUTE 2 FOR 2.4
 SN0474'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTHERLY FOR 0.85
 SN0474'MILE TO A DRIVEWAY LEADING TO A FARMHOUSE.  THE STATION IS ON
 SN0474'THE SUMMIT OF A ROUND HILL ABOUT 150 YARDS WEST OF THE
 SN0474'INTERSECTION OF THE NORTH-SOUTH ROAD AND THE DRIVEWAY.  TO REACH
 SN0474'THE AZIMUTH MARK CONTINUE NORTH FOR 0.15 MILE TO A
 SN0474'T-INTERSECTION (OLD STATE HIGHWAY 23), TURN RIGHT AND GO
 SN0474'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.  THE
 SN0474'MARK IS ABOUT 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 SN0474'ABOUT 26 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING
 SN0474'SOUTH TO THE FARMHOUSE.
 SN0474
 SN0474                          STATION RECOVERY (1962)
 SN0474
 SN0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0474'THE STATION IS LOCATED 2-1/2 MILES EAST OF THE TOWN OF BENEDICT,
 SN0474'IN THE NW 1/4 OF SEC. 10, T150N, R81W, IN A HAY FIELD OWNED
 SN0474'BY MR. ERNEST THOMPSON.
 SN0474'
 SN0474'TO REACH FROM THE POST OFFICE IN BENEDICT, GO SOUTH ON THE MAIN
 SN0474'STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO EAST
 SN0474'ON A GRAVELED ROAD FOR 0.2 MILE TO A T ROAD INTERSECTION.  TURN
 SN0474'RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.7 MILE TO A
 SN0474'T INTERSECTION.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.1
 SN0474'MILES TO MR. BERGS DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 SN0474'NORTH 0.8 MILE TO A SUMMIT.  FROM HERE PACK WEST ACROSS A
 SN0474'NORTH-SOUTH FENCE TO THE SUMMIT OF A KNOLL IN THE HAY FIELD
 SN0474'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE END OF
 SN0474'TRUCK TRAVEL CONTINUE NORTH FOR 0.2 MILE TO A T
 SN0474'INTERSECTION.  TURN RIGHT AND GO EAST 0.15 MILE TO THE
 SN0474'AZIMUTH MARK ON THE RIGHT.
 SN0474'
 SN0474'THE STATION MARK IS A STANDARD DISK STAMPED BERG 1934 AND IS
 SN0474'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0474'PROJECTS 6 INCHES.  IT IS IN A HAY FIELD 400 FEET WEST OF THE
 SN0474'CENTER OF MR. BERGS DRIVEWAY, ON THE HIGHEST GROUND IN THE
 SN0474'IMMEDIATE VICINITY.
 SN0474'
 SN0474'REFERENCE MARK NO. 1, STAMPED BERG NO 1 1934, IS A STANDARD
 SN0474'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0474'PROJECTS 5 INCHES.  IT IS IN A HAY FIELD 172 FEET SOUTHWEST
 SN0474'OF THE STATION.
 SN0474'
 SN0474'REFERENCE MARK NO. 2, STAMPED BERG NO 2 1934, IS A STANDARD
 SN0474'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0474'PROJECTS 4 INCHES.  IT IS IN A HAY FIELD 187 FEET NORTHWEST OF
 SN0474'THE STATION AND 6 FEET BELOW THE STATION ELEVATION.
 SN0474'
 SN0474'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERG 1934 AND IS
 SN0474'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0474'PROJECTS 5 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF A DRIVEWAY,
 SN0474'26 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2.5 FEET SOUTH
 SN0474'OF THE WITNESS POST.
 SN0474'
 SN0474'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 274 FEET.
 SN0474
 SN0474                          STATION RECOVERY (1962)
 SN0474
 SN0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0474'3.15 MI E FROM BENEDICT.
 SN0474'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0474'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0474'EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD,
 SN0474'THENCE 0.1 MILE WEST ACROSS A FIELD TO THE HIGHEST POINT OF A HILL, AT
 SN0474'THE NORTHEAST END OF THE HILL, AND SET IN THE TOP OF A CONCRETE POST
 SN0474'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2060 ***********************************************************************
 TF2060  DESIGNATION -  BERG RESET
 TF2060  PID         -  TF2060
 TF2060  STATE/COUNTY-  ND/MCHENRY
 TF2060  USGS QUAD   -  VOLTAIRE (1977)
 TF2060
 TF2060                         *CURRENT SURVEY CONTROL
 TF2060  ___________________________________________________________________
 TF2060* NAD 83(1996)-  48 00 00.74987(N)    100 46 45.98395(W)     ADJUSTED  
 TF2060* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 TF2060  ___________________________________________________________________
 TF2060  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 TF2060  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF2060
 TF2060  HORZ ORDER  -  SECOND
 TF2060
 TF2060.The horizontal coordinates were established by classical geodetic methods
 TF2060.and adjusted by the National Geodetic Survey in January 1998..
 TF2060
 TF2060.The orthometric height was scaled from a topographic map.
 TF2060
 TF2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2060
 TF2060.The geoid height was determined by GEOID03.
 TF2060
 TF2060;                    North         East     Units Scale Factor Converg.
 TF2060;SPC ND N     -   111,241.592   579,148.137   MT  0.99993693   -0 12 28.6
 TF2060;SPC ND N     -   364,965.85  1,900,092.31   iFT  0.99993693   -0 12 28.6
 TF2060;UTM  14      - 5,317,855.377   367,264.518   MT  0.99981649   -1 19 21.3
 TF2060
 TF2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2060!SPC ND N     -   0.99992664  x   0.99993693  =   0.99986358
 TF2060!UTM  14      -   0.99992664  x   0.99981649  =   0.99974315
 TF2060
 TF2060:                Primary Azimuth Mark                     Grid Az
 TF2060:SPC ND N     -  BERGEN NORWEGIAN LUTH CHURCH             089 54 29.5
 TF2060:UTM  14      -  BERGEN NORWEGIAN LUTH CHURCH             091 01 22.2
 TF2060
 TF2060|---------------------------------------------------------------------|
 TF2060| PID    Reference Object                     Distance      Geod. Az  |
 TF2060|                                                           dddmmss.s |
 TF2060| TF2050 BERGEN NORWEGIAN LUTH CHURCH        APPROX. 4.6 KM 0894200.9 |
 TF2060| CO7344 BERG RM 1                            27.958 METERS 17104     |
 TF2060| CO7343 BERG AZ MK                                         2704751.5 |
 TF2060| CO7346 BERG RM 3                            42.742 METERS 27550     |
 TF2060| CO7345 BERG RM 2                                          27922     |
 TF2060| TF2066 VELVA VERENDRYE ELEC RAD MAST       APPROX.12.8 KM 2963700.8 |
 TF2060| TF2058 VOLTAIRE HJARDAHL LUTH CHURCH       APPROX. 4.1 KM 3104049.3 |
 TF2060|---------------------------------------------------------------------|
 TF2060
 TF2060                          SUPERSEDED SURVEY CONTROL
 TF2060
 TF2060  NAD 83(1986)-  48 00 00.75196(N)    100 46 45.98246(W) AD(       ) 2
 TF2060  NAD 27      -  48 00 00.72440(N)    100 46 44.45220(W) AD(       ) 2
 TF2060
 TF2060.Superseded values are not recommended for survey control.
 TF2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2060.See file dsdata.txt to determine how the superseded data were derived.
 TF2060
 TF2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU6726517855(NAD 83)
 TF2060_MARKER: DS = TRIANGULATION STATION DISK
 TF2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2060
 TF2060  HISTORY     - Date     Condition        Report By
 TF2060  HISTORY     - 1946     MONUMENTED       CGS
 TF2060  HISTORY     - 1957     SEE DESCRIPTION  USGS
 TF2060  HISTORY     - 1962     GOOD             CGS
 TF2060
 TF2060                          STATION DESCRIPTION
 TF2060
 TF2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2060'THE STATION IS LOCATED 3 AND 1/2 MILES SOUTHEAST OF VOLTAIRE,
 TF2060'2 AND 3/4 MILES WEST OF BERGEN, 55 FEET SOUTHEAST OF THE
 TF2060'INTERSECTION OF U.S. HIGHWAY 52 AND A DIRT ROAD SOUTH, 42 FEET
 TF2060'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 52, 35 FEET WEST OF THE
 TF2060'CENTERLINE OF DIRT ROAD AND 14 FEET WEST-NORTHWEST OF WITNESS
 TF2060'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BERG
 TF2060'1946.
 TF2060'
 TF2060'REFERENCE MARK NO. 1 IS 91.72 FEET SOUTH OF THE STATION AND 20
 TF2060'FEET WEST OF THE CENTERLINE OF DIRT ROAD.  THE MARK PROJECTS 2
 TF2060'INCHES AND THE DISK IS STAMPED BERG NO 1 1946.
 TF2060'
 TF2060'REFERENCE MARK NO. 2 IS 83.34 FEET WEST OF THE STATION AND 24
 TF2060'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 52.  THE MARK
 TF2060'PROJECTS 2 INCHES AND THE DISK IS STAMPED BERG NO 2 1946.
 TF2060'
 TF2060'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 30 FEET SOUTH
 TF2060'OF THE CENTERLINE OF U.S. HIGHWAY 52 AND 6 FEET EAST OF WITNESS
 TF2060'POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BERG
 TF2060'1946.
 TF2060'
 TF2060'TO REACH THE STATION FROM THE TOWN OF BERGEN, GO WEST ON U.S.
 TF2060'HIGHWAY 52 FOR 2.7 MILES TO A DIRT ROAD LEFT AND THE STATION
 TF2060'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 TF2060'
 TF2060'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON
 TF2060'U.S. HIGHWAY 52 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TF2060'
 TF2060'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TF2060
 TF2060                          STATION RECOVERY (1957)
 TF2060
 TF2060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TF2060'STATION IS LAYING IN ROAD DITCH.
 TF2060
 TF2060                          STATION RECOVERY (1962)
 TF2060
 TF2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2060'THE STATION IS LOCATED 3 MILES EAST AND 1.2 MILES SOUTH OF THE
 TF2060'TOWN OF VOLTAIRE, IN THE NE 1/4 OF SEC. 9, T152N, R79W, AT THE
 TF2060'GRASS EDGE OF A FIELD.
 TF2060'
 TF2060'TO REACH FROM VOLTAIRE, AT THE JUNCTION OF A NORTH-SOUTH GRAVELED
 TF2060'ROAD AND U.S. HIGHWAY 52, GO SOUTH ON A GRAVELED ROAD FOR 1.2
 TF2060'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 2.5 MILES
 TF2060'TO THE AZIMUTH ON THE RIGHT, SOUTH, SIDE OF THE ROAD.  CONTINUE
 TF2060'EAST FOR 0.5 MILE TO THE STATION ON THE RIGHT, IN THE SOUTHWEST
 TF2060'ANGLE OF A T INTERSECTION.
 TF2060'
 TF2060'THE STATION MARK IS A STANDARD DISK STAMPED BERG 1946 1962 AND
 TF2060'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2060'PROJECTS 3 INCHES.  IT IS 40 FEET SOUTH OF THE CENTER OF A
 TF2060'EAST-WEST GRAVELED ROAD, 31 FEET WEST OF THE CENTER OF A
 TF2060'NORTH-SOUTH ROAD AND 1.2 FEET WEST OF THE WITNESS POST.
 TF2060'
 TF2060'REFERENCE MARK NO. 1, STAMPED BERG NO 1 1946, IS A STANDARD
 TF2060'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2060'IS FLUSH WITH THE GROUND.  IT IS 91.5 FEET SOUTH OF THE WITNESS
 TF2060'POST AND 18 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 TF2060'ROAD.
 TF2060'
 TF2060'REFERENCE MARK NO. 3, STAMPED BERG NO 3 1946, IS A STANDARD
 TF2060'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2060'WHICH PROJECTS 1 INCH.  IT IS 144.5 FEET WEST OF THE WITNESS
 TF2060'POST AND 28 FEET SOUTH OF THE CENTER OF A EAST-WEST GRAVELED
 TF2060'ROAD.
 TF2060'
 TF2060'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERG 1946 AND SET
 TF2060'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF2060'2 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF A EAST-WEST
 TF2060'GRAVELED ROAD AND 1.1 FEET SOUTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0473 ***********************************************************************
 SN0473  DESIGNATION -  BERG RM 1
 SN0473  PID         -  SN0473
 SN0473  STATE/COUNTY-  ND/MCLEAN
 SN0473  USGS QUAD   -  BENEDICT (1981)
 SN0473
 SN0473                         *CURRENT SURVEY CONTROL
 SN0473  ___________________________________________________________________
 SN0473* NAD 83(1986)-  47 49 49.     (N)    101 01 37.     (W)     SCALED    
 SN0473* NAVD 88     -       671.466  (meters)    2202.97   (feet)  ADJUSTED  
 SN0473  ___________________________________________________________________
 SN0473  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SN0473  DYNAMIC HT  -         671.533 (meters)    2203.19  (feet)  COMP
 SN0473  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0473
 SN0473  VERT ORDER  -  SECOND    CLASS 0
 SN0473
 SN0473.The horizontal coordinates were scaled from a topographic map and have
 SN0473.an estimated accuracy of +/- 6 seconds.
 SN0473
 SN0473.The orthometric height was determined by differential leveling
 SN0473.and adjusted by the National Geodetic Survey in June 1991..
 SN0473
 SN0473.The geoid height was determined by GEOID03.
 SN0473
 SN0473.The dynamic height is computed by dividing the NAVD 88
 SN0473.geopotential number by the normal gravity value computed on the
 SN0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0473.degrees latitude (g = 980.6199 gals.).
 SN0473
 SN0473.The modeled gravity was interpolated from observed gravity values.
 SN0473
 SN0473;                    North         East    Units  Estimated Accuracy
 SN0473;SPC ND N     -    92,450.      560,550.      MT  (+/- 180 meters Scaled)
 SN0473
 SN0473                          SUPERSEDED SURVEY CONTROL
 SN0473
 SN0473  NGVD 29 (??/??/92)  671.074  (m)         2201.68   (f) ADJ UNCH    2 0
 SN0473
 SN0473.Superseded values are not recommended for survey control.
 SN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0473.See file dsdata.txt to determine how the superseded data were derived.
 SN0473
 SN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT483994(NAD 83)
 SN0473_MARKER: DR = REFERENCE MARK DISK
 SN0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0473_STAMPING: BERG NO 1 1934
 SN0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0473+STABILITY: SURFACE MOTION
 SN0473
 SN0473  HISTORY     - Date     Condition        Report By
 SN0473  HISTORY     - 1934     MONUMENTED       CGS
 SN0473  HISTORY     - 1962     GOOD             NGS
 SN0473
 SN0473                          STATION DESCRIPTION
 SN0473
 SN0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0473'3.15 MI E FROM BENEDICT.
 SN0473'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0473'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0473'EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD,
 SN0473'THENCE 0.1 MILE WEST ACROSS A FIELD TO THE HIGHEST POINT OF A HILL,
 SN0473'157.0 FEET SOUTHWEST OF THE STATION MARK BERG 1934, AND SET IN THE TOP
 SN0473'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0472 ***********************************************************************
 SN0472  DESIGNATION -  BERG RM 2
 SN0472  PID         -  SN0472
 SN0472  STATE/COUNTY-  ND/MCLEAN
 SN0472  USGS QUAD   -  BENEDICT (1981)
 SN0472
 SN0472                         *CURRENT SURVEY CONTROL
 SN0472  ___________________________________________________________________
 SN0472* NAD 83(1986)-  47 49 49.     (N)    101 01 37.     (W)     SCALED    
 SN0472* NAVD 88     -       667.994  (meters)    2191.58   (feet)  ADJUSTED  
 SN0472  ___________________________________________________________________
 SN0472  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SN0472  DYNAMIC HT  -         668.061 (meters)    2191.80  (feet)  COMP
 SN0472  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0472
 SN0472  VERT ORDER  -  SECOND    CLASS 0
 SN0472
 SN0472.The horizontal coordinates were scaled from a topographic map and have
 SN0472.an estimated accuracy of +/- 6 seconds.
 SN0472
 SN0472.The orthometric height was determined by differential leveling
 SN0472.and adjusted by the National Geodetic Survey in June 1991..
 SN0472
 SN0472.The geoid height was determined by GEOID03.
 SN0472
 SN0472.The dynamic height is computed by dividing the NAVD 88
 SN0472.geopotential number by the normal gravity value computed on the
 SN0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0472.degrees latitude (g = 980.6199 gals.).
 SN0472
 SN0472.The modeled gravity was interpolated from observed gravity values.
 SN0472
 SN0472;                    North         East    Units  Estimated Accuracy
 SN0472;SPC ND N     -    92,450.      560,550.      MT  (+/- 180 meters Scaled)
 SN0472
 SN0472                          SUPERSEDED SURVEY CONTROL
 SN0472
 SN0472  NGVD 29 (??/??/92)  667.602  (m)         2190.29   (f) ADJ UNCH    2 0
 SN0472
 SN0472.Superseded values are not recommended for survey control.
 SN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0472.See file dsdata.txt to determine how the superseded data were derived.
 SN0472
 SN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT483994(NAD 83)
 SN0472_MARKER: DR = REFERENCE MARK DISK
 SN0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0472_STAMPING: BERG NO 2 1934
 SN0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0472+STABILITY: SURFACE MOTION
 SN0472
 SN0472  HISTORY     - Date     Condition        Report By
 SN0472  HISTORY     - 1934     MONUMENTED       CGS
 SN0472  HISTORY     - 1962     GOOD             NGS
 SN0472
 SN0472                          STATION DESCRIPTION
 SN0472
 SN0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0472'3.15 MI E FROM BENEDICT.
 SN0472'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0472'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0472'EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD,
 SN0472'THENCE 0.1 MILE WEST ACROSS A FIELD TO THE HIGHEST POINT OF A HILL,
 SN0472'180.0 FEET WEST OF THE STATION MARK BERG 1934, ABOUT 15 FEET BELOW THE
 SN0472'LEVEL OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 SN0472'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1180 ***********************************************************************
 SM1180  DESIGNATION -  BERGE
 SM1180  PID         -  SM1180
 SM1180  STATE/COUNTY-  ND/WELLS
 SM1180  USGS QUAD   -  CATHAY SE (1986)
 SM1180
 SM1180                         *CURRENT SURVEY CONTROL
 SM1180  ___________________________________________________________________
 SM1180* NAD 83(1996)-  47 34 57.04057(N)    099 22 07.71180(W)     ADJUSTED  
 SM1180* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 SM1180  ___________________________________________________________________
 SM1180  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 SM1180  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 SM1180
 SM1180  HORZ ORDER  -  FIRST
 SM1180
 SM1180.The horizontal coordinates were established by classical geodetic methods
 SM1180.and adjusted by the National Geodetic Survey in January 1998..
 SM1180
 SM1180.The orthometric height was scaled from a topographic map.
 SM1180
 SM1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1180
 SM1180.The geoid height was determined by GEOID03.
 SM1180
 SM1180;                    North         East     Units Scale Factor Converg.
 SM1180;SPC ND N     -    65,388.906   685,089.084   MT  0.99997401   +0 50 30.3
 SM1180;SPC ND N     -   214,530.53  2,247,667.60   iFT  0.99997401   +0 50 30.3
 SM1180;UTM  14      - 5,269,965.675   472,267.307   MT  0.99960945   -0 16 20.2
 SM1180
 SM1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1180!SPC ND N     -   0.99992723  x   0.99997401  =   0.99990125
 SM1180!UTM  14      -   0.99992723  x   0.99960945  =   0.99953671
 SM1180
 SM1180|---------------------------------------------------------------------|
 SM1180| PID    Reference Object                     Distance      Geod. Az  |
 SM1180|                                                           dddmmss.s |
 SM1180| CO4360 BERGE RM 1                           18.059 METERS 00132     |
 SM1180| SM1181 LUTHERAN CHURCH NE OF CATHAY        APPROX. 3.1 KM 0250049.6 |
 SM1180| SM1178 NEW ROCKFORD MUNICIPAL TANK         APPROX.20.2 KM 0593255.4 |
 SM1180| SM1182 LEMERT GRAIN CO ELEVATOR            APPROX.11.3 KM 1353955.9 |
 SM1180| CO4361 BERGE RM 2                           15.973 METERS 17955     |
 SM1180| CO4362 BERGE RM 3                           16.072 METERS 17955     |
 SM1180| CO4358 BERGE AZ MK                                        1900319.8 |
 SM1180| SM1195 SYKESTON MUNICIPAL TANK             APPROX.13.2 KM 1901827.6 |
 SM1180| SM1183 CATHAY J C MILLER ELEV CO ELEV      APPROX. 4.2 KM 2213443.1 |
 SM1180| CO4359 BERGE AZ MK RESET                                  2292606.3 |
 SM1180| SM1205 EMRICK GRAIN CO ELEVATOR            APPROX.10.8 KM 2771949.1 |
 SM1180| SM1206 FESSENDEN MUNICIPAL TANK            APPROX.20.9 KM 2901734.3 |
 SM1180|---------------------------------------------------------------------|
 SM1180
 SM1180                          SUPERSEDED SURVEY CONTROL
 SM1180
 SM1180  NAD 83(1986)-  47 34 57.04445(N)    099 22 07.70891(W) AD(       ) 1
 SM1180  NAD 27      -  47 34 57.05090(N)    099 22 06.29050(W) AD(       ) 1
 SM1180
 SM1180.Superseded values are not recommended for survey control.
 SM1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1180.See file dsdata.txt to determine how the superseded data were derived.
 SM1180
 SM1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT7226769966(NAD 83)
 SM1180_MARKER: DS = TRIANGULATION STATION DISK
 SM1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1180
 SM1180  HISTORY     - Date     Condition        Report By
 SM1180  HISTORY     - 1941     MONUMENTED       CGS
 SM1180  HISTORY     - 1960     GOOD             CGS
 SM1180
 SM1180                          STATION DESCRIPTION
 SM1180
 SM1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1180'STATION IS LOCATED ABOUT 11 MILES W BY N OF BARLOW, ON A LOW HILL
 SM1180'ON THE BERGE ESTATE PROPERTY, AND NEAR THE CENTER OF THE NW
 SM1180'QUARTER OF SEC. 5, T. 147 N, R. 68 W.  IT IS ABOUT 0.25 MILE
 SM1180'SE OF THE BERGE FARMHOUSE, ON THE HIGHEST POINT OF A SMALL
 SM1180'HILL, IN A N-S FENCE LINE BETWEEN TWO CULTIVATED FIELDS.  IT
 SM1180'IS STAMPED BERGE 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1180'
 SM1180'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1180'BRONZE DISKS SET IN CONCRETE.
 SM1180'
 SM1180'REFERENCE MARK NO. 1 IS N OF THE STATION AND 1 FOOT E OF THE FENCE
 SM1180'LINE.  IT IS STAMPED BERGE NO. 1 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1180'
 SM1180'REFERENCE MARK NO. 2 IS S OF THE STATION AND 1 FOOT E OF THE
 SM1180'FENCE LINE.  IT IS STAMPED BERGE NO. 2 1941 AND PROJECTS ABOUT
 SM1180'8 INCHES.
 SM1180'
 SM1180'THE AZIMUTH MARK IS S OF THE STATION AT THE W SIDE OF A RURAL
 SM1180'SCHOOLYARD, 145 FEET W OF THE NW CORNER OF THE SCHOOL BUILDING,
 SM1180'39 FEET E OF THE CENTER LINE OF A N-S ROAD, 15 FEET N OF THE
 SM1180'CENTER LINE OF THE SCHOOL DRIVEWAY AND 2 FEET N OF A WHITE
 SM1180'REFERENCE POST.  IT IS STAMPED BERGE 1941 AND PROJECTS ABOUT
 SM1180'6 INCHES.
 SM1180'
 SM1180'TO REACH FROM BARLOW, GO N ON THE MAIN GRAVEL ROAD ALONG THE
 SM1180'W SIDE OF THE RAILROAD TRACKS FOR 0.15 MILE AND TURN LEFT,
 SM1180'W, AT A GRAVEL CROSSROADS, GO 11.0 MILES TO A GRAVEL CROSS
 SM1180'ROAD AND TURN RIGHT, N (THE AZIMUTH MARK IS IN THE SCHOOLYARD
 SM1180'ABOUT 0.3 MILE S OF THIS POINT), GO 0.8 MILE AND TURN RIGHT,
 SM1180'E, INTO A FARMYARD, PASS THROUGH A GATE JUST W OF A WINDMILL
 SM1180'AND GO 0.15 MILE E TO A FENCE CORNER, TURN RIGHT AND GO S ALONG
 SM1180'A N-S FENCE FOR 0.1 MILE TO THE TOP OF A SMALL HILL AND THE
 SM1180'STATION.
 SM1180'
 SM1180'A 77-FOOT SIGNAL AT BARLOW IS VISIBLE AT 77 FEET.
 SM1180'
 SM1180'A 37-FOOT SIGNAL AT COTTON IS VISIBLE AT 90 FEET.
 SM1180'
 SM1180'A 64-FOOT SIGNAL AT WYARD IS VISIBLE AT 15 FEET.
 SM1180'
 SM1180'A 24-FOOT SIGNAL AT SYKESTON IS VISIBLE AT 15 FEET.
 SM1180'
 SM1180'A 50-FOOT SIGNAL AT SPEED IS VISIBLE AT 15 FEET.
 SM1180'
 SM1180'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 SM1180
 SM1180                          STATION RECOVERY (1960)
 SM1180
 SM1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1180'STATION RECOVERED AND STATION AND REFERENCE MARK NO. 1 WERE
 SM1180'FOUND IN GOOD CONDITION.  R.M. NO. 2 WAS FOUND LYING ON ITS
 SM1180'SIDE SO THIS MARK WAS RESET AND THE DISK WAS RESTAMPED NO. 3.
 SM1180'THE SCHOOL HOUSE, THAT WAS NEAR THE AZIMUTH MARK, HAS BEEN
 SM1180'REMOVED.  THE AZIMUTH MARK WAS NOT RECOVERED AND IT WAS PROBABLY
 SM1180'DESTROYED BY ROAD IMPROVMENT.  A NEW AZIMUTH MARK WAS
 SM1180'ESTABLISHED ABOUT 0.25 MILE SOUTHWEST OF THE STATION.
 SM1180'
 SM1180'THE BERGE FARMHOUSE, MENTIONED IN THE ORIGINAL DESCRIPTION,
 SM1180'HAS BEEN REMOVED.  THE STATION RECOVERED ON SUMMIT OF A LOW HILL
 SM1180'IN A CULTIVATED FIELD.  SMALL PLOTS OF UNCULTIVATED LAND
 SM1180'SURROUND THE STATION AND REFERENCE MARKS AND R.M. NO. 1 IS TO
 SM1180'THE NORTHEAST OF A LARGE PILE OF ROCKS.
 SM1180'
 SM1180'R.M. NO. 3 IS 52.73 FEET SOUTH OF THE STATION.  THE MARK PROJECTS
 SM1180'ABOUT 10 INCHES AND THE DISK IS STAMPED BERGE NO 3 1941.
 SM1180'
 SM1180'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION,
 SM1180'64 FEET EAST OF THE CENTERLINE OF THE ROAD, 7 FEET EAST OF A LINE
 SM1180'WITH TELEPHONE POLES, ABOUT 1 FOOT NORTH OF A FENCE AND 1 FOOT
 SM1180'NORTHWEST OF A FENCE POST.  THE MARK PROJECTS ABOUT 4 INCHES
 SM1180'AND THE DISK IS STAMPED BERGE 1941 RESET 1960.
 SM1180'
 SM1180'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 SM1180'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0451 ***********************************************************************
 SN0451  DESIGNATION -  BERGEN
 SN0451  PID         -  SN0451
 SN0451  STATE/COUNTY-  ND/MCHENRY
 SN0451  USGS QUAD   -  BALFOUR NW (1958)
 SN0451
 SN0451                         *CURRENT SURVEY CONTROL
 SN0451  ___________________________________________________________________
 SN0451* NAD 83(1996)-  47 59 56.38455(N)    100 42 23.43865(W)     ADJUSTED  
 SN0451* NAVD 88     -       504.310  (meters)    1654.56   (feet)  ADJUSTED  
 SN0451  ___________________________________________________________________
 SN0451  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 SN0451  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SN0451  DYNAMIC HT  -         504.381 (meters)    1654.79  (feet)  COMP
 SN0451  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 SN0451
 SN0451  HORZ ORDER  -  SECOND
 SN0451  VERT ORDER  -  SECOND    CLASS 0
 SN0451
 SN0451.The horizontal coordinates were established by classical geodetic methods
 SN0451.and adjusted by the National Geodetic Survey in January 1998..
 SN0451
 SN0451.The orthometric height was determined by differential leveling
 SN0451.and adjusted by the National Geodetic Survey in June 1991..
 SN0451
 SN0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0451
 SN0451.The geoid height was determined by GEOID03.
 SN0451
 SN0451.The dynamic height is computed by dividing the NAVD 88
 SN0451.geopotential number by the normal gravity value computed on the
 SN0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0451.degrees latitude (g = 980.6199 gals.).
 SN0451
 SN0451.The modeled gravity was interpolated from observed gravity values.
 SN0451
 SN0451;                    North         East     Units Scale Factor Converg.
 SN0451;SPC ND N     -   111,089.600   584,589.754   MT  0.99993696   -0 09 13.2
 SN0451;SPC ND N     -   364,467.19  1,917,945.39   iFT  0.99993696   -0 09 13.2
 SN0451;UTM  14      - 5,317,597.591   372,701.446   MT  0.99979912   -1 16 06.0
 SN0451
 SN0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0451!SPC ND N     -   0.99992432  x   0.99993696  =   0.99986128
 SN0451!UTM  14      -   0.99992432  x   0.99979912  =   0.99972346
 SN0451
 SN0451|---------------------------------------------------------------------|
 SN0451| PID    Reference Object                     Distance      Geod. Az  |
 SN0451|                                                           dddmmss.s |
 SN0451| SN0450 BERGEN RM 1                          22.463 METERS 05751     |
 SN0451| TF2049 LUTHERAN CHURCH STEEPLE             APPROX. 6.1 KM 0730357.3 |
 SN0451| CO4363 BERGEN AZ MK                                       2712328.9 |
 SN0451| TF2050 BERGEN NORWEGIAN LUTH CHURCH        APPROX. 0.9 KM 2802541.3 |
 SN0451| CO4364 BERGEN AZ MK 2                                     2815115.7 |
 SN0451| SN0452 BERGEN RM 2                          21.464 METERS 34835     |
 SN0451|---------------------------------------------------------------------|
 SN0451
 SN0451                          SUPERSEDED SURVEY CONTROL
 SN0451
 SN0451  NAD 83(1986)-  47 59 56.38684(N)    100 42 23.43731(W) AD(       ) 2
 SN0451  NAD 27      -  47 59 56.36020(N)    100 42 21.91430(W) AD(       ) 2
 SN0451  NGVD 29 (??/??/92)  503.93   (m)         1653.3    (f) COMPUTED    2 0
 SN0451
 SN0451.Superseded values are not recommended for survey control.
 SN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0451.See file dsdata.txt to determine how the superseded data were derived.
 SN0451
 SN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU7270117598(NAD 83)
 SN0451_MARKER: DS = TRIANGULATION STATION DISK
 SN0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0451_STAMPING: BERGEN 1962
 SN0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0451+STABILITY: SURFACE MOTION
 SN0451
 SN0451  HISTORY     - Date     Condition        Report By
 SN0451  HISTORY     - 1946     MONUMENTED       CGS
 SN0451  HISTORY     - 1946     GOOD             CGS
 SN0451  HISTORY     - 1962     GOOD             CGS
 SN0451
 SN0451                          STATION DESCRIPTION
 SN0451
 SN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN0451'THE STATION IS LOCATED ABOUT 3/4 MILE EAST-SOUTHEAST OF BERGEN
 SN0451'AND 1/4 MILE EAST OF THE CEMETERY.  IT IS ON THE HIGHEST POINT
 SN0451'OF A GRASSY HILL IN THE ANGLE OF U.S. HIGHWAY NO. 52 WHERE IT
 SN0451'GOES SOUTH AND THEN EAST FROM BERGEN AND OVERLOOKS ALL OF THE
 SN0451'SURROUNDING AREA.  THE MARK IS 5.5 FEET WEST-SOUTHWEST OF A
 SN0451'WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS
 SN0451'STAMPED BERGEN 1946.
 SN0451'
 SN0451'REFERENCE MARK NO. 1 IS 74.01 FEET EAST OF THE STATION.  THE
 SN0451'MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED BERGEN NO
 SN0451'1 1946.
 SN0451'
 SN0451'REFERENCE MARK NO. 2 IS 70.65 FEET NORTH OF THE STATION.
 SN0451'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BERGEN
 SN0451'NO 2 1946.
 SN0451'
 SN0451'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION,
 SN0451'35 FEET EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO.
 SN0451'52, 4 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE.
 SN0451'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BERGEN
 SN0451'1946.
 SN0451'
 SN0451'TO REACH THE STATION FROM THE STANDARD OIL COMPANY STATION IN
 SN0451'BERGEN GO EAST ON U.S. HIGHWAY NO. 52 FOR 0.2 MILE TO A POINT
 SN0451'WHERE THE HIGHWAY TURNS SOUTH.  (THE AZIMUTH MARK IS 0.1 MILE
 SN0451'SOUTH ON THE EAST SIDE OF THE HIGHWAY AT THIS POINT.) LEAVE
 SN0451'THE HIGHWAY AT THIS POINT AND PASS THROUGH A GATE ON THE LEFT
 SN0451'SIDE OF THE ROAD AND GO EAST FOR 0.3 MILE TO THE END OF THE LANE
 SN0451'AFTER PASSING TO THE NORTH OF THE CEMETERY.  AT THE END OF
 SN0451'THE LANE TURN RIGHT AND GO ALONG THE TOP OF THE RIDGE FOR 0.1
 SN0451'MILE TO THE STATION ON THE HIGHEST POINT AS DESCRIBED.
 SN0451'
 SN0451'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 SN0451
 SN0451                          STATION RECOVERY (1946)
 SN0451
 SN0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 SN0451'0.8 MI SE FROM BERGEN.
 SN0451'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0451'BERGEN, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SN0451'EAST ALONG A DIRT ROAD, ABOUT 145 YARDS SOUTHEAST OF THE END OF THE
 SN0451'ROAD, ABOUT 100 YARDS EAST OF THE EAST FENCE LINE AROUND A CEMETERY,
 SN0451'ON THE TOP AND ABOUT THE CENTER OF THE HIGHEST KNOLL IN THE VICINITY,
 SN0451'2.5 FEET NORTHWEST OF A WITNESS POST, A DISK IN THE TOP OF A CONCRETE
 SN0451'POST PROJECTING 0.2 FOOT.
 SN0451
 SN0451                          STATION RECOVERY (1962)
 SN0451
 SN0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0451'THE STATION IS LOCATED 1/2 MILE EAST AND 1/2 MILE SOUTH OF THE
 SN0451'TOWN OF BERGEN, IN THE SW 1/4 OF SEC. 7, T152N, R78W, ON THE
 SN0451'HIGHEST POINT IN VICINITY.
 SN0451'
 SN0451'TO REACH FROM THE POST OFFICE IN BERGEN, FOLLOW GRAVELED STREET
 SN0451'EAST FOR 0.2 MILE TO A T JUNCTION.  TURN RIGHT AND GO SOUTH FOR
 SN0451'0.1 MILE TO A T ROAD TO THE LEFT AND THE AZIMUTH MARK ON THE
 SN0451'LEFT, EAST, SIDE OF THE ROAD.  TURN LEFT AND FOLLOW THE TRACK
 SN0451'ROAD EAST FOR 0.4 MILE TO A GATE AND THE END OF THE TRACK ROAD.
 SN0451'PASS THROUGH THE GATE AND GO SOUTHEAST ACROSS COUNTRY FOR 0.1
 SN0451'MILE TO THE HIGHEST POINT IN THE GENERAL VICINITY AND THE
 SN0451'STATION.
 SN0451'
 SN0451'THE STATION MARK IS A STANDARD DISK STAMPED BERGEN 1946 AND SET
 SN0451'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 SN0451'1 INCH.  IT IS 2.5 FEET WEST OF THE WITNESS POST.
 SN0451'
 SN0451'REFERENCE MARK NO. 1, STAMPED BERGEN NO 1 1946, IS A STANDARD
 SN0451'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SN0451'WHICH PROJECTS 2 INCHES.  IT IS 72.9 FEET NORTHEAST OF THE
 SN0451'WITNESS POST AND ABOUT 4 FEET LOWER THAN THE STATION.
 SN0451'
 SN0451'REFERENCE MARK NO. 2, STAMPED BERGEN NO 2 1946, IS A STANDARD
 SN0451'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 SN0451'WHICH PROJECTS 2 INCHES.  IT IS 72.9 FEET NORTHWEST OF THE
 SN0451'WITNESS POST AND ABOUT 3 FEET LOWER THAN THE STATION.
 SN0451'
 SN0451'THE AZIMUTH MARK STAMPED BERGEN 1946 1962 IS A STANDARD DISK
 SN0451'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0451'PROJECTS 1 INCH.  IT IS 39 FEET EAST OF THE CENTER OF A ROAD,
 SN0451'18 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 1.4 FEET EAST
 SN0451'OF THE WITNESS POST.
 SN0451'
 SN0451'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 81.86 FEET OR 24.953 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0453 ***********************************************************************
 SN0453  DESIGNATION -  BERGEN AZ MK 2
 SN0453  PID         -  SN0453
 SN0453  STATE/COUNTY-  ND/MCHENRY
 SN0453  USGS QUAD   -  BALFOUR NW (1958)
 SN0453
 SN0453                         *CURRENT SURVEY CONTROL
 SN0453  ___________________________________________________________________
 SN0453* NAD 83(1986)-  47 59 59.     (N)    100 42 51.     (W)     SCALED    
 SN0453* NAVD 88     -       484.991  (meters)    1591.17   (feet)  ADJUSTED  
 SN0453  ___________________________________________________________________
 SN0453  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0453  DYNAMIC HT  -         485.059 (meters)    1591.40  (feet)  COMP
 SN0453  MODELED GRAV-     980,737.2   (mgal)                       NAVD 88
 SN0453
 SN0453  VERT ORDER  -  SECOND    CLASS 0
 SN0453
 SN0453.The horizontal coordinates were scaled from a topographic map and have
 SN0453.an estimated accuracy of +/- 6 seconds.
 SN0453
 SN0453.The orthometric height was determined by differential leveling
 SN0453.and adjusted by the National Geodetic Survey in June 1991..
 SN0453
 SN0453.The geoid height was determined by GEOID03.
 SN0453
 SN0453.The dynamic height is computed by dividing the NAVD 88
 SN0453.geopotential number by the normal gravity value computed on the
 SN0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0453.degrees latitude (g = 980.6199 gals.).
 SN0453
 SN0453.The modeled gravity was interpolated from observed gravity values.
 SN0453
 SN0453;                    North         East    Units  Estimated Accuracy
 SN0453;SPC ND N     -   111,170.      584,020.      MT  (+/- 180 meters Scaled)
 SN0453
 SN0453                          SUPERSEDED SURVEY CONTROL
 SN0453
 SN0453  NGVD 29 (??/??/92)  484.61   (m)         1589.9    (f) COMPUTED    2 0
 SN0453
 SN0453.Superseded values are not recommended for survey control.
 SN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0453.See file dsdata.txt to determine how the superseded data were derived.
 SN0453
 SN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU721176(NAD 83)
 SN0453_MARKER: DB = BENCH MARK DISK
 SN0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0453_STAMPING: BERGEN 1946 1962
 SN0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0453+STABILITY: SURFACE MOTION
 SN0453
 SN0453  HISTORY     - Date     Condition        Report By
 SN0453  HISTORY     - 1962     MONUMENTED       CGS
 SN0453
 SN0453                          STATION DESCRIPTION
 SN0453
 SN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0453'0.5 MI SE FROM BERGEN.
 SN0453'ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0453'STATION AT BERGEN, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, AT THE
 SN0453'JUNCTION OF A DIRT ROAD LEADING EAST PAST THE NORTH END OF A CEMETERY,
 SN0453'40 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 18 FEET NORTH OF
 SN0453'THE CENTERLINE OF THE DIRT ROAD, 8.5 FEET WEST OF A TELEPHONE POLE, 6
 SN0453'FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE LINE, 1.5 FEET
 SN0453'EAST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD, A DISK IN THE TOP
 SN0453'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1806 ***********************************************************************
 TE1806  DESIGNATION -  BERGEN LUTHERAN CHURCH SPIRE
 TE1806  PID         -  TE1806
 TE1806  STATE/COUNTY-  ND/RAMSEY
 TE1806  USGS QUAD   -  STARKWEATHER (1994)
 TE1806
 TE1806                         *CURRENT SURVEY CONTROL
 TE1806  ___________________________________________________________________
 TE1806* NAD 83(1996)-  48 23 06.39408(N)    098 55 34.45721(W)     ADJUSTED  
 TE1806* NAVD 88     -                                                        
 TE1806  ___________________________________________________________________
 TE1806  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 TE1806  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 TE1806
 TE1806  HORZ ORDER  -  THIRD
 TE1806
 TE1806.The horizontal coordinates were established by classical geodetic methods
 TE1806.and adjusted by the National Geodetic Survey in January 1998..
 TE1806
 TE1806
 TE1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1806
 TE1806.The geoid height was determined by GEOID03.
 TE1806
 TE1806;                    North         East     Units Scale Factor Converg.
 TE1806;SPC ND N     -   155,191.055   716,551.816   MT  0.99994957   +1 10 15.9
 TE1806;SPC ND N     -   509,157.00  2,350,891.78   iFT  0.99994957   +1 10 15.9
 TE1806;UTM  14      - 5,359,107.611   505,461.229   MT  0.99960037   +0 03 18.5
 TE1806
 TE1806                          SUPERSEDED SURVEY CONTROL
 TE1806
 TE1806  NAD 83(1986)-  48 23 06.39311(N)    098 55 34.45260(W) AD(       ) 4
 TE1806  NAD 27      -  48 23 06.37600(N)    098 55 32.97600(W) AD(       ) 3
 TE1806
 TE1806.Superseded values are not recommended for survey control.
 TE1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1806.See file dsdata.txt to determine how the superseded data were derived.
 TE1806
 TE1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0546159108(NAD 83)
 TE1806_MARKER: 90 = CHURCH SPIRE
 TE1806
 TE1806  HISTORY     - Date     Condition        Report By
 TE1806  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1806  HISTORY     - 1971     GOOD             NGS
 TE1806
 TE1806                          STATION DESCRIPTION
 TE1806
 TE1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1806'POINT OBSERVED UPON IS THE TIP OF WEATHER VANE ATOP THE 60-FOOT
 TE1806'SPIRE OF THE BERGEN LUTHERAN CHURCH, LOCATED 2 MILES N AND
 TE1806'2 MILES W OF GARSKE.
 TE1806'
 TE1806'STATION OBSERVED UPON FROM BETHEL, STARK, AND GROAT.
 TE1806
 TE1806                          STATION RECOVERY (1971)
 TE1806
 TE1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE1806'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TE1806'
 TE1806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 TE1806'N AND 2 MILES W OF GARSKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2050 ***********************************************************************
 TF2050  DESIGNATION -  BERGEN NORWEGIAN LUTH CHURCH
 TF2050  PID         -  TF2050
 TF2050  STATE/COUNTY-  ND/MCHENRY
 TF2050  USGS QUAD   -  BERGEN (1957)
 TF2050
 TF2050                         *CURRENT SURVEY CONTROL
 TF2050  ___________________________________________________________________
 TF2050* NAD 83(1996)-  48 00 01.46794(N)    100 43 04.61000(W)     ADJUSTED  
 TF2050* NAVD 88     -                                                        
 TF2050  ___________________________________________________________________
 TF2050  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 TF2050  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF2050
 TF2050  HORZ ORDER  -  THIRD
 TF2050
 TF2050.The horizontal coordinates were established by classical geodetic methods
 TF2050.and adjusted by the National Geodetic Survey in January 1998..
 TF2050
 TF2050
 TF2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2050
 TF2050.The geoid height was determined by GEOID03.
 TF2050
 TF2050;                    North         East     Units Scale Factor Converg.
 TF2050;SPC ND N     -   111,248.948   583,736.787   MT  0.99993692   -0 09 43.9
 TF2050;SPC ND N     -   364,989.99  1,915,146.94   iFT  0.99993692   -0 09 43.9
 TF2050;UTM  14      - 5,317,773.478   371,851.856   MT  0.99980179   -1 16 36.7
 TF2050
 TF2050                          SUPERSEDED SURVEY CONTROL
 TF2050
 TF2050  NAD 83(1986)-  48 00 01.47022(N)    100 43 04.60821(W) AD(       ) 4
 TF2050  NAD 27      -  48 00 01.44300(N)    100 43 03.07900(W) AD(       ) 3
 TF2050
 TF2050.Superseded values are not recommended for survey control.
 TF2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2050.See file dsdata.txt to determine how the superseded data were derived.
 TF2050
 TF2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7185217773(NAD 83)
 TF2050
 TF2050  HISTORY     - Date     Condition        Report By
 TF2050  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2050
 TF2050                          STATION DESCRIPTION
 TF2050
 TF2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2050'THE STATION IS LOCATED IN THE TOWN OF BERGEN ABOUT 60 FEET
 TF2050'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 52.
 TF2050'
 TF2050'THE BUILDING IS OF WOODEN CONSTRUCTION, 40 FEET LONG, 30 FEET
 TF2050'WIDE, PAINTED WHITE AND FACES NORTH.  THE STEEPLE WHICH IS
 TF2050'ON THE NORTH END OF THE CHURCH IS 30 FEET HIGH.
 TF2050'
 TF2050'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TF2050'
 TF2050'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF BERGEN,
 TF2050'GO SOUTH 1 BLOCK TO U.S. HIGHWAY 52.  TURN LEFT AND GO WEST
 TF2050'ON U.S. HIGHWAY 52 FOR 1 BLOCK TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0450 ***********************************************************************
 SN0450  DESIGNATION -  BERGEN RM 1
 SN0450  PID         -  SN0450
 SN0450  STATE/COUNTY-  ND/MCHENRY
 SN0450  USGS QUAD   -  BALFOUR NW (1958)
 SN0450
 SN0450                         *CURRENT SURVEY CONTROL
 SN0450  ___________________________________________________________________
 SN0450* NAD 83(1986)-  47 59 56.     (N)    100 42 23.     (W)     SCALED    
 SN0450* NAVD 88     -       502.498  (meters)    1648.61   (feet)  ADJUSTED  
 SN0450  ___________________________________________________________________
 SN0450  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SN0450  DYNAMIC HT  -         502.569 (meters)    1648.85  (feet)  COMP
 SN0450  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 SN0450
 SN0450  VERT ORDER  -  SECOND    CLASS 0
 SN0450
 SN0450.The horizontal coordinates were scaled from a topographic map and have
 SN0450.an estimated accuracy of +/- 6 seconds.
 SN0450
 SN0450.The orthometric height was determined by differential leveling
 SN0450.and adjusted by the National Geodetic Survey in June 1991..
 SN0450
 SN0450.The geoid height was determined by GEOID03.
 SN0450
 SN0450.The dynamic height is computed by dividing the NAVD 88
 SN0450.geopotential number by the normal gravity value computed on the
 SN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0450.degrees latitude (g = 980.6199 gals.).
 SN0450
 SN0450.The modeled gravity was interpolated from observed gravity values.
 SN0450
 SN0450;                    North         East    Units  Estimated Accuracy
 SN0450;SPC ND N     -   111,080.      584,600.      MT  (+/- 180 meters Scaled)
 SN0450
 SN0450                          SUPERSEDED SURVEY CONTROL
 SN0450
 SN0450  NGVD 29 (??/??/92)  502.12   (m)         1647.4    (f) COMPUTED    2 0
 SN0450
 SN0450.Superseded values are not recommended for survey control.
 SN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0450.See file dsdata.txt to determine how the superseded data were derived.
 SN0450
 SN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU727175(NAD 83)
 SN0450_MARKER: DR = REFERENCE MARK DISK
 SN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0450_STAMPING: BERGEN NO 1 1946
 SN0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0450+STABILITY: SURFACE MOTION
 SN0450
 SN0450  HISTORY     - Date     Condition        Report By
 SN0450  HISTORY     - 1946     MONUMENTED       CGS
 SN0450  HISTORY     - 1962     GOOD             NGS
 SN0450
 SN0450                          STATION DESCRIPTION
 SN0450
 SN0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0450'0.8 MI SE FROM BERGEN.
 SN0450'ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0450'STATION AT BERGEN, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0450'0.3 MILE EAST ON A DIRT ROAD, ABOUT 140 YARDS SOUTHEAST OF THE END OF
 SN0450'THE DIRT ROAD, 120 YARDS EAST OF THE EAST FENCE LINE OF A FENCE AROUND
 SN0450'A CEMETERY, NEAR THE NORTHEAST END OF A RIDGE THAT IS PART OF THE
 SN0450'HIGHEST KNOLL IN THE VICINITY, 74 FEET NORTHEAST OF THE STATION MARK,
 SN0450'12 FEET BELOW THE HIGHEST PART OF THE KNOLL, ABOUT LEVEL WITH THE
 SN0450'GROUND, A DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0452 ***********************************************************************
 SN0452  DESIGNATION -  BERGEN RM 2
 SN0452  PID         -  SN0452
 SN0452  STATE/COUNTY-  ND/MCHENRY
 SN0452  USGS QUAD   -  BALFOUR NW (1958)
 SN0452
 SN0452                         *CURRENT SURVEY CONTROL
 SN0452  ___________________________________________________________________
 SN0452* NAD 83(1986)-  47 59 56.     (N)    100 42 23.     (W)     SCALED    
 SN0452* NAVD 88     -       502.852  (meters)    1649.77   (feet)  ADJUSTED  
 SN0452  ___________________________________________________________________
 SN0452  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 SN0452  DYNAMIC HT  -         502.923 (meters)    1650.01  (feet)  COMP
 SN0452  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 SN0452
 SN0452  VERT ORDER  -  SECOND    CLASS 0
 SN0452
 SN0452.The horizontal coordinates were scaled from a topographic map and have
 SN0452.an estimated accuracy of +/- 6 seconds.
 SN0452
 SN0452.The orthometric height was determined by differential leveling
 SN0452.and adjusted by the National Geodetic Survey in June 1991..
 SN0452
 SN0452.The geoid height was determined by GEOID03.
 SN0452
 SN0452.The dynamic height is computed by dividing the NAVD 88
 SN0452.geopotential number by the normal gravity value computed on the
 SN0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0452.degrees latitude (g = 980.6199 gals.).
 SN0452
 SN0452.The modeled gravity was interpolated from observed gravity values.
 SN0452
 SN0452;                    North         East    Units  Estimated Accuracy
 SN0452;SPC ND N     -   111,080.      584,600.      MT  (+/- 180 meters Scaled)
 SN0452
 SN0452                          SUPERSEDED SURVEY CONTROL
 SN0452
 SN0452  NGVD 29 (??/??/92)  502.47   (m)         1648.5    (f) COMPUTED    2 0
 SN0452
 SN0452.Superseded values are not recommended for survey control.
 SN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0452.See file dsdata.txt to determine how the superseded data were derived.
 SN0452
 SN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU727175(NAD 83)
 SN0452_MARKER: DB = BENCH MARK DISK
 SN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0452_STAMPING: BERGEN NO 2 1946
 SN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0452+STABILITY: SURFACE MOTION
 SN0452
 SN0452  HISTORY     - Date     Condition        Report By
 SN0452  HISTORY     - 1946     MONUMENTED       CGS
 SN0452  HISTORY     - 1962     GOOD             NGS
 SN0452
 SN0452                          STATION DESCRIPTION
 SN0452
 SN0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0452'0.8 MI SE FROM BERGEN.
 SN0452'ABOUT 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0452'STATION AT BERGEN, THENCE 0.3 MILE SOUTH ON A GRADED ROAD, THENCE 0.3
 SN0452'MILE EAST ON A DIRT ROAD, ABOUT 125 YARDS SOUTHEAST OF THE END OF THE
 SN0452'DIRT ROAD, ON THE NORTH SLOPE OF THE HIGHEST KNOLL IN THE VICINITY,
 SN0452'ABOUT 100 YARDS EAST OF THE EAST FENCE LINE AROUND A CEMETERY, 70.6
 SN0452'FEET NORTH OF THE STATION MARK, ABOUT 10 FEET BELOW THE LEVEL OF THE
 SN0452'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0374 ***********************************************************************
 QQ0374  DESIGNATION -  BERGEN ROMAN CATH CH SPIRE
 QQ0374  PID         -  QQ0374
 QQ0374  STATE/COUNTY-  ND/SARGENT
 QQ0374  USGS QUAD   -  CLAIRE CITY NW (1964)
 QQ0374
 QQ0374                         *CURRENT SURVEY CONTROL
 QQ0374  ___________________________________________________________________
 QQ0374* NAD 83(1996)-  45 57 26.37308(N)    097 14 59.05408(W)     ADJUSTED  
 QQ0374* NAVD 88     -                                                        
 QQ0374  ___________________________________________________________________
 QQ0374  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 QQ0374  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 QQ0374
 QQ0374  HORZ ORDER  -  THIRD
 QQ0374
 QQ0374.The horizontal coordinates were established by classical geodetic methods
 QQ0374.and adjusted by the National Geodetic Survey in January 1998..
 QQ0374
 QQ0374
 QQ0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0374
 QQ0374.The geoid height was determined by GEOID03.
 QQ0374
 QQ0374;                    North         East     Units Scale Factor Converg.
 QQ0374;SPC ND S     -    37,521.451   851,910.794   MT  1.00005208   +2 22 14.5
 QQ0374;SPC ND S     -   123,101.87  2,794,982.92   iFT  1.00005208   +2 22 14.5
 QQ0374;SPC SD N     -   239,660.118   813,180.875   MT  1.00006443   +1 56 47.3
 QQ0374;SPC SD N     -   786,284.90  2,667,910.92   sFT  1.00006443   +1 56 47.3
 QQ0374;UTM  14      - 5,090,795.467   635,630.371   MT  0.99982615   +1 15 29.9
 QQ0374
 QQ0374                          SUPERSEDED SURVEY CONTROL
 QQ0374
 QQ0374  NAD 83(1986)-  45 57 26.37115(N)    097 14 59.04638(W) AD(       ) 4
 QQ0374  NAD 27      -  45 57 26.51400(N)    097 14 57.71100(W) AD(       ) 3
 QQ0374
 QQ0374.Superseded values are not recommended for survey control.
 QQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0374.See file dsdata.txt to determine how the superseded data were derived.
 QQ0374
 QQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3563090795(NAD 83)
 QQ0374_MARKER: 90 = CHURCH SPIRE
 QQ0374
 QQ0374  HISTORY     - Date     Condition        Report By
 QQ0374  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0374
 QQ0374                          STATION DESCRIPTION
 QQ0374
 QQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0374'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF BERGEN ROMAN CATHOLIC
 QQ0374'CHURCH, LOCATED 6.5 MILES N AND 2.5 MILES E OF VEBLEN, SOUTH DAKOTA.
 QQ0374'WHITE BUILDING WITH BLACK SHINGLED SPIRE.  DISTANCE 1.5 MILES FROM
 QQ0374'STATION MILEPOST 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0761 ***********************************************************************
 RP0761  DESIGNATION -  BERLIN
 RP0761  PID         -  RP0761
 RP0761  STATE/COUNTY-  ND/CASS
 RP0761  USGS QUAD   -  MAPLETON (1976)
 RP0761
 RP0761                         *CURRENT SURVEY CONTROL
 RP0761  ___________________________________________________________________
 RP0761* NAD 83(1996)-  46 59 30.29339(N)    097 02 56.50070(W)     ADJUSTED  
 RP0761* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 RP0761  ___________________________________________________________________
 RP0761  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RP0761  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 RP0761
 RP0761  HORZ ORDER  -  THIRD
 RP0761
 RP0761.The horizontal coordinates were established by classical geodetic methods
 RP0761.and adjusted by the National Geodetic Survey in January 1998..
 RP0761
 RP0761.The orthometric height was scaled from a topographic map.
 RP0761
 RP0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0761
 RP0761.The geoid height was determined by GEOID03.
 RP0761
 RP0761;                    North         East     Units Scale Factor Converg.
 RP0761;SPC ND S     -   153,057.437   862,407.250   MT  0.99993960   +2 31 01.5
 RP0761;SPC ND S     -   502,156.95  2,829,420.11   iFT  0.99993960   +2 31 01.5
 RP0761;UTM  14      - 5,206,094.344   648,344.652   MT  0.99987047   +1 25 36.9
 RP0761
 RP0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0761!SPC ND S     -   0.99996077  x   0.99993960  =   0.99990037
 RP0761!UTM  14      -   0.99996077  x   0.99987047  =   0.99983124
 RP0761
 RP0761:                Primary Azimuth Mark                     Grid Az
 RP0761:SPC ND S     -  BERLIN AZ MK                             177 45 02.0
 RP0761:UTM  14      -  BERLIN AZ MK                             178 50 26.6
 RP0761
 RP0761|---------------------------------------------------------------------|
 RP0761| PID    Reference Object                     Distance      Geod. Az  |
 RP0761|                                                           dddmmss.s |
 RP0761| CO4365 BERLIN AZ MK                                       1801603.5 |
 RP0761| CO4367 BERLIN RM 2                          32.278 METERS 27213     |
 RP0761| CO4366 BERLIN RM 1                          28.858 METERS 35713     |
 RP0761|---------------------------------------------------------------------|
 RP0761
 RP0761                          SUPERSEDED SURVEY CONTROL
 RP0761
 RP0761  NAD 83(1986)-  46 59 30.29297(N)    097 02 56.49184(W) AD(       ) 3
 RP0761  NAD 27      -  46 59 30.39400(N)    097 02 55.16800(W) AD(       ) 3
 RP0761
 RP0761.Superseded values are not recommended for survey control.
 RP0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0761.See file dsdata.txt to determine how the superseded data were derived.
 RP0761
 RP0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4834506094(NAD 83)
 RP0761_MARKER: DS = TRIANGULATION STATION DISK
 RP0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0761
 RP0761  HISTORY     - Date     Condition        Report By
 RP0761  HISTORY     - 1954     MONUMENTED       CGS
 RP0761  HISTORY     - 1956     GOOD             CGS
 RP0761
 RP0761                          STATION DESCRIPTION
 RP0761
 RP0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0761'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF SEC. 32,
 RP0761'T. 141 N., R. 50 W., ABOUT 7 MILES, AIRLINE, SOUTHWEST OF
 RP0761'ARGUSVILLE, AND ABOUT 7 MILES NORTH OF MAPLETON, IN THE SOUTHEAST
 RP0761'ANGLE OF A ROAD INTERSECTION, ON PROPERTY OWNED BY HENRY B.
 RP0761'EGGERT AND EMMA EGGERT.
 RP0761'
 RP0761'TO REACH FROM THE SCHOOLHOUSE AT THE NORTH EDGE OF PROSPER--GO
 RP0761'WEST ON A GRAVEL ROAD FOR 1.5 MILES TO CROSSROAD, TURN RIGHT AND
 RP0761'GO NORTH FOR 2.0 MILES TO CROSSROAD AND STATION ON RIGHT.
 RP0761'
 RP0761'THE STATION MARK, 77 FEET SOUTHEAST OF THE CENTER OF THE ROAD
 RP0761'INTERSECTION, 14 FEET SOUTH OF A POWER POLE, AND 5 FEET EAST OF
 RP0761'A WHITE WITNESS POST, IS LEVEL WITH THE GROUND SURFACE, AND THE
 RP0761'DISK IS STAMPED BERLIN 1954.
 RP0761'
 RP0761'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 67 FEET NORTHEAST
 RP0761'OF THE CENTER OF THE INTERSECTION, 1 FOOT EAST OF A POWER
 RP0761'POLE AND IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED
 RP0761'BERLIN NO 1 1954.
 RP0761'
 RP0761'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 67 FEET SOUTHWEST
 RP0761'OF THE CENTER OF THE INTERSECTION, 3 FEET EAST OF A TELEPHONE
 RP0761'POLE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED BERLIN NO 2
 RP0761'1954.
 RP0761'
 RP0761'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILES SOUTH, IS AT THE NORTH
 RP0761'EDGE OF A ROW OF SHELTER TREES, 44 FEET EAST OF THE CENTER OF
 RP0761'A GRAVEL ROAD, 2.3 FEET NORTHEAST OF A WHITE WITNESS POST, AND
 RP0761'PROJECTS 4 INCHES.  THE DISK IS STAMPED BERLIN 1954.
 RP0761'
 RP0761'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RP0761
 RP0761                          STATION RECOVERY (1956)
 RP0761
 RP0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RP0761'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0761'CONDITION.  IT HAD BEEN REPORTED BY A COUNTY ENGINEER THAT ROAD
 RP0761'CONSTRUCTION HAD PLACED THE AZIMUTH MARK IN DANGER OF BEING
 RP0761'DESTROYED.  THIS MARK WAS FOUND TO BE IN GOOD CONDITION AND IN
 RP0761'NO IMMEDIATE DANGER OF BEING DESTROYED EITHER BY EROSION OR
 RP0761'FREEZING OF THE EARTH AROUND IT.
 RP0761'
 RP0761'THE STATION CAN ALSO BE REACHED BY GOING NORTH 7.3 MILES FROM
 RP0761'THE MAPLETON POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0659 ***********************************************************************
 RQ0659  DESIGNATION -  BERLIN
 RQ0659  PID         -  RQ0659
 RQ0659  STATE/COUNTY-  ND/LA MOURE
 RQ0659  USGS QUAD   -  BERLIN (1956)
 RQ0659
 RQ0659                         *CURRENT SURVEY CONTROL
 RQ0659  ___________________________________________________________________
 RQ0659* NAD 83(1996)-  46 24 34.52131(N)    098 29 22.69581(W)     ADJUSTED  
 RQ0659* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 RQ0659  ___________________________________________________________________
 RQ0659  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 RQ0659  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 RQ0659
 RQ0659  HORZ ORDER  -  SECOND
 RQ0659
 RQ0659.The horizontal coordinates were established by classical geodetic methods
 RQ0659.and adjusted by the National Geodetic Survey in January 1998..
 RQ0659
 RQ0659.The orthometric height was scaled from a topographic map.
 RQ0659
 RQ0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0659
 RQ0659.The geoid height was determined by GEOID03.
 RQ0659
 RQ0659;                    North         East     Units Scale Factor Converg.
 RQ0659;SPC ND S     -    84,558.354   754,553.661   MT  0.99996321   +1 27 58.8
 RQ0659;SPC ND S     -   277,422.42  2,475,569.75   iFT  0.99996321   +1 27 58.8
 RQ0659;UTM  14      - 5,139,683.841   539,225.898   MT  0.99961891   +0 22 10.8
 RQ0659
 RQ0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0659!SPC ND S     -   0.99993279  x   0.99996321  =   0.99989600
 RQ0659!UTM  14      -   0.99993279  x   0.99961891  =   0.99955172
 RQ0659
 RQ0659|---------------------------------------------------------------------|
 RQ0659| PID    Reference Object                     Distance      Geod. Az  |
 RQ0659|                                                           dddmmss.s |
 RQ0659| CO4371 BERLIN RM 1                          23.053 METERS 08925     |
 RQ0659| RQ0626 LA MOURE                            APPROX.21.4 KM 1061843.2 |
 RQ0659| RQ0651 LA MOURE MUNICIPAL TANK             APPROX.15.7 KM 1075413.8 |
 RQ0659| RQ0652 LA MOURE CO COURTHOUSE DOME         APPROX.16.1 KM 1085554.3 |
 RQ0659| RQ0656 ZION LUTHERAN CHURCH SPIRE          APPROX. 9.1 KM 1380824.5 |
 RQ0659| RQ0657 SALZSIEDER FARM ELEVATOR            APPROX.10.3 KM 1383740.2 |
 RQ0659| RQ0661 BERLIN ST JOHNS CATH CH CROSS       APPROX. 3.3 KM 1732632.3 |
 RQ0659| RQ0658 BERLIN FARMERS UNION ELEVATOR       APPROX. 3.6 KM 1800805.9 |
 RQ0659| CO4372 BERLIN RM 2                          18.125 METERS 26954     |
 RQ0659| RQ0662 SHOCKMAN SILO                       APPROX. 1.4 KM 3375754.8 |
 RQ0659|---------------------------------------------------------------------|
 RQ0659
 RQ0659                          SUPERSEDED SURVEY CONTROL
 RQ0659
 RQ0659  NAD 83(1986)-  46 24 34.52715(N)    098 29 22.68767(W) AD(       ) 2
 RQ0659  NAD 27      -  46 24 34.63200(N)    098 29 21.34300(W) AD(       ) 2
 RQ0659
 RQ0659.Superseded values are not recommended for survey control.
 RQ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0659.See file dsdata.txt to determine how the superseded data were derived.
 RQ0659
 RQ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3922639684(NAD 83)
 RQ0659_MARKER: DS = TRIANGULATION STATION DISK
 RQ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0659
 RQ0659  HISTORY     - Date     Condition        Report By
 RQ0659  HISTORY     - 1954     MONUMENTED       CGS
 RQ0659  HISTORY     - 1974     GOOD             USAF
 RQ0659
 RQ0659                          STATION DESCRIPTION
 RQ0659
 RQ0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0659'THE STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF EDGLEY,
 RQ0659'10 MILES NORTHWEST OF LA MOURE, 2 MILES NORTH OF BERLIN, AND
 RQ0659'ON PROPERTY OWNED BY MR. ORVILLE SHOCKMAN.
 RQ0659'
 RQ0659'TO REACH THE STATION FROM THE POST OFFICE IN BERLIN, GO WEST
 RQ0659'ON A MAIN TRAVELED GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD.
 RQ0659'TURN RIGHT, NORTH, AND GO 2.25 MILES TO A FENCE CORNER ON THE
 RQ0659'RIGHT*.  TURN RIGHT, EAST, AND FOLLOW ALONG THE NORTH SIDE
 RQ0659'OF THE FENCE FOR 0.15 MILE TO THE STATION.
 RQ0659'
 RQ0659'*TO REACH TT 3 RMC (USGS) 1951 FROM THIS POINT, CONTINUE
 RQ0659'NORTHERLY FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 RQ0659'
 RQ0659'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0659'IS 2 FEET NORTHWEST OF A WITNESS POST AND 6 INCHES NORTH OF
 RQ0659'A WIRE FENCE.  THE DISK IS STAMPED BERLIN 1954, AND THE MARK
 RQ0659'PROJECTS 4 INCHES.
 RQ0659'
 RQ0659'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 RQ0659'MONUMENT, IS 8 INCHES NORTH OF THE WIRE FENCE.  THE DISK IS
 RQ0659'STAMPED BERLIN NO 1 1954, AND THE MARK PROJECTS 5 INCHES.
 RQ0659'
 RQ0659'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 RQ0659'MONUMENT, IS 6 INCHES NORTH OF THE WIRE FENCE.  THE DISK IS
 RQ0659'STAMPED BERLIN NO 2 1954, AND THE MARK PROJECTS 3 INCHES.
 RQ0659'
 RQ0659'TT 3 RMC, A U.S.G.S. DISK SET IN CYLINDRICAL CONCRETE MONUMENT,
 RQ0659'IS 180 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 RQ0659'ROAD, 21 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK
 RQ0659'ROAD, 1 FOOT EAST OF A WITNESS POST, AND 6 INCHES SOUTH OF A
 RQ0659'WIRE FENCE.  THE DISK IS STAMPED TT 3 RMC 1951, AND THE MARK
 RQ0659'PROJECTS 2 INCHES.  THIS MARK WAS USED AS AN AZIMUTH MARK
 RQ0659'FOR THE STATION.
 RQ0659'
 RQ0659'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RQ0659
 RQ0659                          STATION RECOVERY (1974)
 RQ0659
 RQ0659'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0659'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND TO BE
 RQ0659'IN GOOD CONDITION.  A NEW ROUTE DESCRIPTION FOLLOWS--FROM THE
 RQ0659'POST OFFICE IN BERLIN, GO WEST FOR 0.15 MILE TO INTERSECTION.
 RQ0659'TURN RIGHT (NORTH) AND GO FOR 2.25 MILES TO THE HIGHEST KNOLL
 RQ0659'IN THE VICINITY.  STATION IS IN A PLOWED FIELD ON TOP OF
 RQ0659'KNOLL 0.25 MILE EAST OF THE HIGHWAY.  STATION AND BOTH REFERENCE
 RQ0659'MARKS ARE IN A GROUP OF BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1540 ***********************************************************************
 SN1540  DESIGNATION -  BERLIN
 SN1540  PID         -  SN1540
 SN1540  STATE/COUNTY-  ND/SHERIDAN
 SN1540  USGS QUAD   -  SHEYENNE LAKE NE (1986)
 SN1540
 SN1540                         *CURRENT SURVEY CONTROL
 SN1540  ___________________________________________________________________
 SN1540* NAD 83(1996)-  47 43 00.83968(N)    100 06 43.76921(W)     ADJUSTED  
 SN1540* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 SN1540  ___________________________________________________________________
 SN1540  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 SN1540  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 SN1540
 SN1540  HORZ ORDER  -  FIRST
 SN1540
 SN1540.The horizontal coordinates were established by classical geodetic methods
 SN1540.and adjusted by the National Geodetic Survey in January 1998..
 SN1540
 SN1540.The orthometric height was scaled from a topographic map.
 SN1540
 SN1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1540
 SN1540.The geoid height was determined by GEOID03.
 SN1540
 SN1540;                    North         East     Units Scale Factor Converg.
 SN1540;SPC ND N     -    79,778.416   629,099.435   MT  0.99995634   +0 17 19.0
 SN1540;SPC ND N     -   261,740.21  2,063,974.52   iFT  0.99995634   +0 17 19.0
 SN1540;UTM  14      - 5,285,434.585   416,585.627   MT  0.99968550   -0 49 22.3
 SN1540
 SN1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1540!SPC ND N     -   0.99992394  x   0.99995634  =   0.99988028
 SN1540!UTM  14      -   0.99992394  x   0.99968550  =   0.99960946
 SN1540
 SN1540|---------------------------------------------------------------------|
 SN1540| PID    Reference Object                     Distance      Geod. Az  |
 SN1540|                                                           dddmmss.s |
 SN1540| SN1539 BUREAU OF LAND MANAGEMENT MARK        0.634 METERS 01434     |
 SN1540| SM1217 HARVEY MUNICIPAL TANK               APPROX.14.8 KM 0663033.9 |
 SN1540| CO4369 BERLIN RM 1                          25.880 METERS 10543     |
 SN1540| CO4370 BERLIN RM 2                          24.572 METERS 18250     |
 SN1540| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX.21.1 KM 3315758.5 |
 SN1540| CO4368 BERLIN AZ MK                                       3590134.0 |
 SN1540|---------------------------------------------------------------------|
 SN1540
 SN1540                          SUPERSEDED SURVEY CONTROL
 SN1540
 SN1540  NAD 83(1986)-  47 43 00.84441(N)    100 06 43.76828(W) AD(       ) 1
 SN1540  NAD 27      -  47 43 00.85290(N)    100 06 42.29540(W) AD(       ) 1
 SN1540
 SN1540.Superseded values are not recommended for survey control.
 SN1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1540.See file dsdata.txt to determine how the superseded data were derived.
 SN1540
 SN1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT1658685435(NAD 83)
 SN1540_MARKER: DS = TRIANGULATION STATION DISK
 SN1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1540
 SN1540  HISTORY     - Date     Condition        Report By
 SN1540  HISTORY     - 1962     MONUMENTED       CGS
 SN1540
 SN1540                          STATION DESCRIPTION
 SN1540
 SN1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1540'THE STATION IS LOCATED 0.1 MILE EAST AND 7.9 MILES SOUTH OF
 SN1540'THE TOWN OF MARTIN, IN THE NW 1/4 OF SEC. 23, T149N, R74W,
 SN1540'NEXT TO SIDE ROAD WITH STATION ON THE LEFT.
 SN1540'
 SN1540'TO REACH FROM THE POST OFFICE IN MARTIN GO EAST 0.1 MILE TO
 SN1540'A CROSSROAD, TURN RIGHT, SOUTH, ON GRAVELED ROAD AND GO 7.5 MILES
 SN1540'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE GRAVELED
 SN1540'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AND THE STATION ON THE
 SN1540'LEFT.
 SN1540'
 SN1540'THE STATION MARK IS A STANDARD DISK, STAMPED BERLIN 1962, AND
 SN1540'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1540'IS FLUSH WITH THE GROUND.  IT IS 60 FEET EAST OF THE CENTER
 SN1540'OF THE GRAVELED ROAD, 55 FEET SOUTH OF THE CENTER OF A TRACK
 SN1540'ROAD AND 2.5 FEET SOUTHWEST OF WITNESS POST.
 SN1540'
 SN1540'REFERENCE MARK NO. 1. STAMPED BERLIN NO 1 1962, IS A STANDARD
 SN1540'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 SN1540'FLUSH WITH THE GROUND.  IT IS 84.7 FEET EAST OF WITNESS POST AND
 SN1540'74 FEET SOUTH OF CENTER OF TRACK ROAD.
 SN1540'
 SN1540'REFERENCE MARK NO. 2, STAMPED BERLIN NO 2 1962, IS A STANDARD
 SN1540'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1540'WHICH IS FLUSH WITH THE GROUND.  IT IS 83.2 FEET SOUTH OF THE
 SN1540'WITNESS POST AND 57 FEET EAST OF CENTER OF GRAVELED ROAD.
 SN1540'
 SN1540'AZIMUTH MARK, STAMPED BERLIN 1962, IS A STANDARD DISK SET IN
 SN1540'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1540'WITH THE GROUND.  IT IS 22 FEET EAST OF THE CENTER OF GRAVELED
 SN1540'ROAD AND 4.2 FEET NORTH OF WITNESS POST.
 SN1540'
 SN1540'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 103.28 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0658 ***********************************************************************
 RQ0658  DESIGNATION -  BERLIN FARMERS UNION ELEVATOR
 RQ0658  PID         -  RQ0658
 RQ0658  STATE/COUNTY-  ND/LA MOURE
 RQ0658  USGS QUAD   -  BERLIN (1956)
 RQ0658
 RQ0658                         *CURRENT SURVEY CONTROL
 RQ0658  ___________________________________________________________________
 RQ0658* NAD 83(1996)-  46 22 37.32581(N)    098 29 23.09473(W)     ADJUSTED  
 RQ0658* NAVD 88     -                                                        
 RQ0658  ___________________________________________________________________
 RQ0658  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 RQ0658  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 RQ0658
 RQ0658  HORZ ORDER  -  THIRD
 RQ0658
 RQ0658.The horizontal coordinates were established by classical geodetic methods
 RQ0658.and adjusted by the National Geodetic Survey in January 1998..
 RQ0658
 RQ0658
 RQ0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0658
 RQ0658.The geoid height was determined by GEOID03.
 RQ0658
 RQ0658;                    North         East     Units Scale Factor Converg.
 RQ0658;SPC ND S     -    80,940.742   754,637.736   MT  0.99996756   +1 27 58.5
 RQ0658;SPC ND S     -   265,553.62  2,475,845.59   iFT  0.99996756   +1 27 58.5
 RQ0658;UTM  14      - 5,136,066.536   539,240.707   MT  0.99961893   +0 22 09.7
 RQ0658
 RQ0658                          SUPERSEDED SURVEY CONTROL
 RQ0658
 RQ0658  NAD 83(1986)-  46 22 37.33198(N)    098 29 23.08668(W) AD(       ) 4
 RQ0658  NAD 27      -  46 22 37.43600(N)    098 29 21.74400(W) AD(       ) 3
 RQ0658
 RQ0658.Superseded values are not recommended for survey control.
 RQ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0658.See file dsdata.txt to determine how the superseded data were derived.
 RQ0658
 RQ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3924136067(NAD 83)
 RQ0658
 RQ0658  HISTORY     - Date     Condition        Report By
 RQ0658  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0658
 RQ0658                          STATION DESCRIPTION
 RQ0658
 RQ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0658'THE STATION IS THE TOP CENTER OF THE HIGHEST AND MOST EASTERLY
 RQ0658'OF THE THREE ELEVATORS LOCATED IN THE TOWN OF BERLIN.  THE
 RQ0658'BUILDING IS OF CORRUGATED METAL AND IS APPROXIMATELY 85 FEET
 RQ0658'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0661 ***********************************************************************
 RQ0661  DESIGNATION -  BERLIN ST JOHNS CATH CH CROSS
 RQ0661  PID         -  RQ0661
 RQ0661  STATE/COUNTY-  ND/LA MOURE
 RQ0661  USGS QUAD   -  BERLIN (1956)
 RQ0661
 RQ0661                         *CURRENT SURVEY CONTROL
 RQ0661  ___________________________________________________________________
 RQ0661* NAD 83(1996)-  46 22 47.87041(N)    098 29 04.98103(W)     ADJUSTED  
 RQ0661* NAVD 88     -                                                        
 RQ0661  ___________________________________________________________________
 RQ0661  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 RQ0661  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 RQ0661
 RQ0661  HORZ ORDER  -  THIRD
 RQ0661
 RQ0661.The horizontal coordinates were established by classical geodetic methods
 RQ0661.and adjusted by the National Geodetic Survey in January 1998..
 RQ0661
 RQ0661
 RQ0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0661
 RQ0661.The geoid height was determined by GEOID03.
 RQ0661
 RQ0661;                    North         East     Units Scale Factor Converg.
 RQ0661;SPC ND S     -    81,276.132   755,016.351   MT  0.99996715   +1 28 11.7
 RQ0661;SPC ND S     -   266,653.98  2,477,087.77   iFT  0.99996715   +1 28 11.7
 RQ0661;UTM  14      - 5,136,394.502   539,625.540   MT  0.99961930   +0 22 22.9
 RQ0661
 RQ0661                          SUPERSEDED SURVEY CONTROL
 RQ0661
 RQ0661  NAD 83(1986)-  46 22 47.87656(N)    098 29 04.97297(W) AD(       ) 4
 RQ0661  NAD 27      -  46 22 47.98500(N)    098 29 03.62900(W) AD(       ) 3
 RQ0661
 RQ0661.Superseded values are not recommended for survey control.
 RQ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0661.See file dsdata.txt to determine how the superseded data were derived.
 RQ0661
 RQ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3962636395(NAD 83)
 RQ0661_MARKER: 91 = CHURCH CROSS
 RQ0661
 RQ0661  HISTORY     - Date     Condition        Report By
 RQ0661  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0661
 RQ0661                          STATION DESCRIPTION
 RQ0661
 RQ0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0661'THE STATION IS THE CROSS ATOP THE MOST EASTERLY AND HIGHEST
 RQ0661'CHURCH IN THE TOWN OF BERLIN.  IT IS A WHITE BUILDING WITH
 RQ0661'A BLAK SPIRE AND IS APPROXIMATELY 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2215 ***********************************************************************
 TF2215  DESIGNATION -  BERT
 TF2215  PID         -  TF2215
 TF2215  STATE/COUNTY-  ND/WARD
 TF2215  USGS QUAD   -  RICE LAKE NW (1980)
 TF2215
 TF2215                         *CURRENT SURVEY CONTROL
 TF2215  ___________________________________________________________________
 TF2215* NAD 83(1996)-  48 14 02.75900(N)    101 41 49.98797(W)     ADJUSTED  
 TF2215* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 TF2215  ___________________________________________________________________
 TF2215  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 TF2215  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TF2215
 TF2215  HORZ ORDER  -  FIRST
 TF2215
 TF2215.The horizontal coordinates were established by classical geodetic methods
 TF2215.and adjusted by the National Geodetic Survey in January 1998..
 TF2215
 TF2215.The orthometric height was scaled from a topographic map.
 TF2215
 TF2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2215
 TF2215.The geoid height was determined by GEOID03.
 TF2215
 TF2215;                    North         East     Units Scale Factor Converg.
 TF2215;SPC ND N     -   137,900.494   511,071.053   MT  0.99993923   -0 53 27.2
 TF2215;SPC ND N     -   452,429.44  1,676,742.30   iFT  0.99993923   -0 53 27.2
 TF2215;UTM  14      - 5,345,837.341   299,719.803   MT  1.00009288   -2 00 44.8
 TF2215
 TF2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2215!SPC ND N     -   0.99989671  x   0.99993923  =   0.99983594
 TF2215!UTM  14      -   0.99989671  x   1.00009288  =   0.99998958
 TF2215
 TF2215:                Primary Azimuth Mark                     Grid Az
 TF2215:SPC ND N     -  LONE TREE CONSOL SCHOOL BELFRY           036 03 07.7
 TF2215:UTM  14      -  LONE TREE CONSOL SCHOOL BELFRY           037 10 25.3
 TF2215
 TF2215|---------------------------------------------------------------------|
 TF2215| PID    Reference Object                     Distance      Geod. Az  |
 TF2215|                                                           dddmmss.s |
 TF2215| TF2202 LONE TREE CONSOL SCHOOL BELFRY      APPROX. 7.0 KM 0350940.5 |
 TF2215| CS9188 BERT RM 1                            20.586 METERS 07142     |
 TF2215| CS9189 BERT RM 2                            20.004 METERS 17119     |
 TF2215| CS9187 BERT AZ MK                                         2872108.9 |
 TF2215|---------------------------------------------------------------------|
 TF2215
 TF2215                          SUPERSEDED SURVEY CONTROL
 TF2215
 TF2215  NAD 83(1986)-  48 14 02.75865(N)    101 41 49.98453(W) AD(       ) 1
 TF2215  NAD 27      -  48 14 02.71570(N)    101 41 48.39500(W) AD(       ) 1
 TF2215
 TF2215.Superseded values are not recommended for survey control.
 TF2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2215.See file dsdata.txt to determine how the superseded data were derived.
 TF2215
 TF2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9972045837(NAD 83)
 TF2215_MARKER: DS = TRIANGULATION STATION DISK
 TF2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2215
 TF2215  HISTORY     - Date     Condition        Report By
 TF2215  HISTORY     - 1946     MONUMENTED       CGS
 TF2215  HISTORY     - 1963     GOOD             CGS
 TF2215
 TF2215                          STATION DESCRIPTION
 TF2215
 TF2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2215'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE VILLAGE
 TF2215'OF BERTHOLD ON THE SUMMIT OF A PROMINENT ROUND HILL IN PASTURE
 TF2215'LAND.  IT IS 6-1/2 FEET EAST OF A WITNESS POST.  THE MARK IS
 TF2215'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BERT 1946.
 TF2215'
 TF2215'REFERENCE MARK NO. 1 IS 67.56 FEET EAST OF THE STATION.  IT
 TF2215'IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK AND
 TF2215'ABOUT 10 FEET WEST OF THE EAST EDGE OF THE HILL.  THE MARK
 TF2215'PROJECTS 5 INCHES AND THE DISK IS STAMPED BERT NO 1 1946.
 TF2215'
 TF2215'REFERENCE MARK NO. 2 IS 65.65 FEET SOUTH OF THE STATION AND
 TF2215'ABOUT ON THE SAME ELEVATION AS THE STATION MARK.  THE MARK
 TF2215'PROJECTS 2 INCHES AND THE DISK IS STAMPED BERT NO 2 1946.
 TF2215'
 TF2215'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 45 FEET
 TF2215'WEST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD, 4-1/2
 TF2215'FEET SOUTH OF A WITNESS POST, 1-1/2 FEET EAST OF A NORTH-SOUTH
 TF2215'FENCE LINE AND ON THE EASTERN EDGE OF PASTURE LAND.  THE MARK
 TF2215'PROJECTS 5 INCHES AND THE DISK IS STAMPED BERT 1946.
 TF2215'
 TF2215'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2215'THE MAIN STREET OF BERTHOLD, GO EAST 0.25 MILE TO A GRAVELED
 TF2215'T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 5.8 MILES TO A T
 TF2215'ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO A CROSSROAD, TURN
 TF2215'RIGHT AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 TF2215'DESCRIBED.  CONTINUE ON SOUTH FOR 0.05 MILE TO A TRACK ROAD LEFT
 TF2215'INTO PASTURE LAND, TURN LEFT AND MEANDER IN AN EASTERLY
 TF2215'DIRECTION FOR 0.5 MILE ON A TRACK ROAD TO THE SUMMIT OF
 TF2215'PROMINENT HILL AND STATION AS DESCRIBED.
 TF2215'
 TF2215'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TF2215
 TF2215                          STATION RECOVERY (1963)
 TF2215
 TF2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2215'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 TF2215'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 TF2215'NOT ADEQUATE DUE TO ROAD CHANGES.  A NEW DESCRIPTION FOLLOWS.
 TF2215'
 TF2215'THE STATION IS LOCATED ON THE SUMMIT OF A ROUND HILL, IN PASTURE
 TF2215'LAND, 6 MILES EAST-SOUTHEAST OF BERTHOLD AND 6 MILES WEST-SOUTHWEST
 TF2215'OF DES LACS.
 TF2215'
 TF2215'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE 9 AND
 TF2215'U.S. HIGHWAY 2, IN THE NORTHEAST EDGE OF BERTHOLD, DRIVE SOUTH
 TF2215'ON COUNTY ROUTE 9 FOR 4.5 MILES TO A SIDE ROAD LEFT.  TURN
 TF2215'LEFT AND DRIVE EAST ON A DIRT ROAD FOR 1.0 MILE.  TURN RIGHT AND
 TF2215'DRIVE SOUTH ON A DIRT ROAD FOR 0.7 MILE TO A FARM RESIDENCE
 TF2215'ON THE LEFT AND THE END OF THE DIRT ROAD.  TURN LEFT AND DRIVE
 TF2215'SOUTHEAST AND SOUTH, PASSING THROUGH THE FARM YARD, FOR 0.55
 TF2215'MILE TO A FIELD ROAD T-JUNCTION.  TURN RIGHT AND DRIVE WEST
 TF2215'ON A FIELD ROAD FOR 0.35 MILE TO A T-JUNCTION.  TURN LEFT AND
 TF2215'DRIVE SOUTH ON A DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 TF2215'ON THE WEST SIDE OF THE ROAD.  CONTINUE SOUTH ON THE DIRT
 TF2215'ROAD FOR 0.1 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS
 TF2215'THROUGH THE WIRE GATE, AND DRIVE EAST UP HILL FOR 0.45 MILE
 TF2215'TO THE SUMMIT OF THE HILL AND THE STATION.
 TF2215'
 TF2215'THE STATION MARK IS A STANDARD DISK STAMPED
 TF2215'BERT 1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2215'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT
 TF2215'IS 7 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 TF2215'
 TF2215'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERT
 TF2215'NO 1 1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2215'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.
 TF2215'
 TF2215'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERT
 TF2215'NO 2 1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2215'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 TF2215'
 TF2215'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERT 1946,
 TF2215'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF2215'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 31.0 FEET WEST OF
 TF2215'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 1.6 FEET EAST OF THE
 TF2215'WEST RIGHT-OF-WAY FENCE ALONG THE DIRT ROAD AND 1.3 FEET EAST
 TF2215'OF A METAL WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1819 ***********************************************************************
 TF1819  DESIGNATION -  BERTHOLD
 TF1819  PID         -  TF1819
 TF1819  STATE/COUNTY-  ND/WARD
 TF1819  USGS QUAD   -  BERTHOLD (1980)
 TF1819
 TF1819                         *CURRENT SURVEY CONTROL
 TF1819  ___________________________________________________________________
 TF1819* NAD 83(1996)-  48 18 36.20782(N)    101 43 42.97474(W)     ADJUSTED  
 TF1819* NAVD 88     -       634.911  (meters)    2083.04   (feet)  ADJUSTED  
 TF1819  ___________________________________________________________________
 TF1819  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 TF1819  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TF1819  DYNAMIC HT  -         635.017 (meters)    2083.38  (feet)  COMP
 TF1819  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TF1819
 TF1819  HORZ ORDER  -  SECOND
 TF1819  VERT ORDER  -  FIRST     CLASS II
 TF1819
 TF1819.The horizontal coordinates were established by classical geodetic methods
 TF1819.and adjusted by the National Geodetic Survey in January 1998..
 TF1819
 TF1819.The orthometric height was determined by differential leveling
 TF1819.and adjusted by the National Geodetic Survey in June 1991..
 TF1819
 TF1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1819
 TF1819.The geoid height was determined by GEOID03.
 TF1819
 TF1819.The dynamic height is computed by dividing the NAVD 88
 TF1819.geopotential number by the normal gravity value computed on the
 TF1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1819.degrees latitude (g = 980.6199 gals.).
 TF1819
 TF1819.The modeled gravity was interpolated from observed gravity values.
 TF1819
 TF1819;                    North         East     Units Scale Factor Converg.
 TF1819;SPC ND N     -   146,381.844   508,874.725   MT  0.99994356   -0 54 51.3
 TF1819;SPC ND N     -   480,255.39  1,669,536.50   iFT  0.99994356   -0 54 51.3
 TF1819;UTM  14      - 5,354,361.435   297,689.773   MT  1.00010291   -2 02 17.8
 TF1819
 TF1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1819!SPC ND N     -   0.99990354  x   0.99994356  =   0.99984711
 TF1819!UTM  14      -   0.99990354  x   1.00010291  =   1.00000644
 TF1819
 TF1819|---------------------------------------------------------------------|
 TF1819| PID    Reference Object                     Distance      Geod. Az  |
 TF1819|                                                           dddmmss.s |
 TF1819| TF1820 BERTHOLD RM 1                        20.300 METERS 04924     |
 TF1819| TF2202 LONE TREE CONSOL SCHOOL BELFRY      APPROX. 6.9 KM 1130829.2 |
 TF1819| TF1822 BERTHOLD AZ MK 2                                   1765746.7 |
 TF1819| CS9190 BERTHOLD AZ MK                                     1783611.1 |
 TF1819| TF1821 BERTHOLD RM 2                        24.482 METERS 27312     |
 TF1819| TF2204 BERTHOLD MUNICIPAL TANK             APPROX. 0.8 KM 3035951.2 |
 TF1819| TF2203 BERTHOLD PUBLIC SCHOOL BELFRY       APPROX. 1.0 KM 3110757.3 |
 TF1819|---------------------------------------------------------------------|
 TF1819
 TF1819                          SUPERSEDED SURVEY CONTROL
 TF1819
 TF1819  NAD 83(1986)-  48 18 36.20726(N)    101 43 42.97109(W) AD(       ) 2
 TF1819  NAD 27      -  48 18 36.17100(N)    101 43 41.38600(W) AD(       ) 2
 TF1819
 TF1819.Superseded values are not recommended for survey control.
 TF1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1819.See file dsdata.txt to determine how the superseded data were derived.
 TF1819
 TF1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9769054361(NAD 83)
 TF1819_MARKER: DS = TRIANGULATION STATION DISK
 TF1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1819_SP_SET: CONCRETE POST
 TF1819_STAMPING: BERTHOLD 1946
 TF1819_MARK LOGO: CGS   
 TF1819_PROJECTION: FLUSH
 TF1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1819+STABILITY: SURFACE MOTION
 TF1819
 TF1819  HISTORY     - Date     Condition        Report By
 TF1819  HISTORY     - 1946     MONUMENTED       CGS
 TF1819  HISTORY     - 1962     GOOD             CGS
 TF1819  HISTORY     - 1966     GOOD             CGS
 TF1819  HISTORY     - 1974     POOR             NGS
 TF1819  HISTORY     - 1981     GOOD             NGS
 TF1819  HISTORY     - 1981     GOOD             NGS
 TF1819
 TF1819                          STATION DESCRIPTION
 TF1819
 TF1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF1819'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE TOWN
 TF1819'OF BERTHOLD IN AN AREA BETWEEN U.S. HIGHWAY 2 AND THE GREAT
 TF1819'NORTHERN RAILROAD, 162 FEET SOUTH OF THE SOUTH RAIL OF THE
 TF1819'MAIN TRACK OF THE GREAT NORTHERN RAILROAD, 94 FEET WEST OF
 TF1819'THE CENTERLINE OF GRAVEL ROAD AND 68 FEET NORTH OF THE CENTERLINE
 TF1819'OF U.S. HIGHWAY 2.  THE MARK PROJECTS 4 INCHES AND THE DISK
 TF1819'IS STAMPED BERTHOLD 1946.
 TF1819'
 TF1819'REFERENCE MARK NO. 1 IS 66.60 FEET NORTHEAST OF THE STATION,
 TF1819'44 FEET WEST OF THE CENTERLINE OF GRAVEL ROAD AND 4 FEET
 TF1819'SOUTH-SOUTHEAST OF A POWER POLE.  THE PROJECTS 4 INCHES AND THE
 TF1819'DISK IS STAMPED BERTHOLD NO 1 1946.
 TF1819'
 TF1819'REFERENCE MARK NO. 2 IS 80.35 FEET WEST-SOUTHWEST OF THE STATION,
 TF1819'37 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 14 FEET
 TF1819'EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 TF1819'DISK IS STAMPED BERTHOLD NO 2 1946.
 TF1819'
 TF1819'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 38 FEET WEST
 TF1819'OF THE CENTERLINE OF GRAVEL, 3 FEET SOUTH OF WITNESS POST AND
 TF1819'2 FEET NORTH OF FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND
 TF1819'THE DISK IS STAMPED BERTHOLD 1946.
 TF1819'
 TF1819'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 TF1819'U.S. HIGHWAY IN BERTHOLD, GO EAST ON U.S. HIGHWAY 2 FOR 0.4
 TF1819'MILE TO THE STATION ON THE LEFT.
 TF1819'
 TF1819'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 TF1819'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF1819'
 TF1819'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TF1819
 TF1819                          STATION RECOVERY (1962)
 TF1819
 TF1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF1819'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 TF1819'THE AZIMUTH MARK WAS FOUND NEAR ITS ORIGINAL POSITION.  IT
 TF1819'APPEARS TO HAVE BEEN RESET AND IS OF NO VALUE AS AN AZIMUTH
 TF1819'IN ITS ORIGINAL POSITION.
 TF1819'
 TF1819'DESCRIPTION IS ADEQUATE.
 TF1819
 TF1819                          STATION RECOVERY (1966)
 TF1819
 TF1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF1819'THE STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 TF1819'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN
 TF1819'DESTROYED SO A NEW MARK WAS ESTABLISHED.
 TF1819'
 TF1819'THE STATION IS REACHED FROM THE T-INTERSECTION AT THE SOUTH
 TF1819'END OF THE MAIN STREET BY GOING EAST FOR 0.4 MILE TO STATION
 TF1819'ON LEFT.
 TF1819'
 TF1819'THE STATION IS 162 FEET SOUTH OF THE SOUTH RAIL AND 94 FEET
 TF1819'WEST OF THE CENTERLINE OF A GRAVEL ROAD.  A WITNESS POST WAS
 TF1819'SET 1 FOOT NW.
 TF1819'
 TF1819'THE REFERENCE MARKS RECOVERED AS DESCRIBED AND THE ORIGINAL
 TF1819'DESCRIPTION IS ADEQUATE.
 TF1819'
 TF1819'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 46.5 FEET
 TF1819'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1.2 FEET NORTH
 TF1819'OF A TELEPHONE POLE AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 TF1819'MARK PROJECTS 4 INCHES AND DISK IS STAMPED BERTHOLD 1946
 TF1819'AZ 2 1966.
 TF1819'
 TF1819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BERTHOLD
 TF1819
 TF1819                          STATION RECOVERY (1974)
 TF1819
 TF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TF1819'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND SOLID
 TF1819'BUT SCUFFED UP, APPARENTLY BY HAY MOWING MACHINERY, REFERENCE
 TF1819'MARK NO. 1 AND THE 1966 AZIMUTH MARK WERE RECOVERED IN GOOD
 TF1819'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 2 DIFFERED BY
 TF1819'0.009 METERS.
 TF1819'
 TF1819'THE STATION IS LOCATED IN THE SOUTHEAST PART OF BERTHOLD,
 TF1819'NEAR A RAILROAD CROSSING AND THE INTERSECTION OF STATE ROUTE
 TF1819'28 AND COUNTY ROAD 10 (OLD U.S. HIGHWAY 2), ON A STRIP OF
 TF1819'LAND BETWEEN THE GREAT NORTHERN RAILROAD AND COUNTY ROAD 10.
 TF1819'
 TF1819'TO REACH THE STATION FROM THE SOUTH END OF MAIN STREET IN
 TF1819'BERTHOLD, AND ITS JUNCTION WITH COUNTY ROAD 10 ON THE SOUTH
 TF1819'SIDE OF THE RAILROAD CROSSING, GO EAST 0.4 MILE ON COUNTY
 TF1819'ROAD 10 TO THE INTERSECTION WITH STATE ROUTE 28 AND THE STATION
 TF1819'ON THE LEFT AS DESCRIBED.
 TF1819'
 TF1819'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 TF1819'ROUTE 28 FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 TF1819'
 TF1819'THE STATION MARK IS A STANDARD DISK STAMPED BERTHOLD 1946,
 TF1819'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF1819'2-INCHES.  IT IS 149 FEET SOUTH OF THE SOUTH RAIL (SEVERAL SETS
 TF1819'OF TRACKS), 97 FEET WEST OF THE CENTER OF STATE ROUTE 28, 65
 TF1819'FEET NORTH OF THE CENTER OF COUNTY ROAD 10, 68 FEET WEST OF THE
 TF1819'WEST END OF AN 18-INCH CONCRETE CULVERT UNDER THE NORTH-SOUTH
 TF1819'ROAD.
 TF1819'
 TF1819'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BERTHOLD NO
 TF1819'1 1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 TF1819'WITH THE GROUND.  IT IS 153 FEET NORTH-NORTHWEST OF THE CENTER
 TF1819'OF THE CROSSROADS, 88 FEET SOUTH OF THE SOUTH RAIL FROM THE
 TF1819'CENTER OF THE CROSSING, AND 46 FEET WEST OF THE CENTER OF
 TF1819'STATE ROUTE 28.
 TF1819'
 TF1819'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BERTHOLD NO 2
 TF1819'1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 TF1819'THE GROUND.  IT IS 207 FEET WEST OF THE CENTER OF THE CROSSROAD,
 TF1819'178 FEET SOUTH OF THE SOUTH RAIL AND 37 FEET NORTH OF COUNTY
 TF1819'ROAD 10 (CENTER OF).
 TF1819'
 TF1819'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERTHOLD 1946
 TF1819'AZ 2 1966, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 TF1819'THE GROUND.  IT IS 169 FEET SOUTHWEST OF A TELEPHONE CABLE
 TF1819'INSPECTION BOX, 45 FEET EAST OF THE CENTER OF STATE ROUTE 28,
 TF1819'AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 TF1819'
 TF1819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 TF1819'SE OF BERTHOLD
 TF1819
 TF1819                          STATION RECOVERY (1981)
 TF1819
 TF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1819'IN BERTHOLD.
 TF1819'IN BERTHOLD, AT THE INTERSECTION OF COUNTY ROADS 10 AND 28, 49.4
 TF1819'METERS (162.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 TF1819'NORTHERN RAILROAD, 28.7 METERS (94.2 FT) NORTHWEST OF THE CENTERLINE
 TF1819'OF THE ROAD AND 20.7 METERS (67.9 FT) NORTHEAST OF THE CENTERLINE OF
 TF1819'THE ROAD.
 TF1819'THE MARK IS 3.0 METERS  N FROM A WITNESS POST.
 TF1819'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 TF1819
 TF1819                          STATION RECOVERY (1981)
 TF1819
 TF1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1752 ***********************************************************************
 SN1752  DESIGNATION -  BERTHOLD
 SN1752  PID         -  SN1752
 SN1752  STATE/COUNTY-  ND/MCLEAN
 SN1752  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN1752
 SN1752                         *CURRENT SURVEY CONTROL
 SN1752  ___________________________________________________________________
 SN1752* NAD 83(1996)-  47 33 43.40198(N)    101 49 42.63710(W)     ADJUSTED  
 SN1752* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 SN1752  ___________________________________________________________________
 SN1752  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 SN1752  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 SN1752
 SN1752  HORZ ORDER  -  FIRST
 SN1752
 SN1752.The horizontal coordinates were established by classical geodetic methods
 SN1752.and adjusted by the National Geodetic Survey in January 1998..
 SN1752
 SN1752.The orthometric height was scaled from a topographic map.
 SN1752
 SN1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1752
 SN1752.The geoid height was determined by GEOID03.
 SN1752
 SN1752;                    North         East     Units Scale Factor Converg.
 SN1752;SPC ND N     -    63,352.129   500,030.542   MT  0.99997718   -0 59 18.9
 SN1752;SPC ND N     -   207,848.19  1,640,520.15   iFT  0.99997718   -0 59 18.9
 SN1752;SPC ND S     -   211,540.741   500,026.411   MT  1.00001656   -0 58 08.4
 SN1752;SPC ND S     -   694,031.30  1,640,506.60   iFT  1.00001656   -0 58 08.4
 SN1752;UTM  14      - 5,271,503.824   287,233.963   MT  1.00015634   -2 05 17.7
 SN1752
 SN1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1752!SPC ND N     -   0.99990856  x   0.99997718  =   0.99988574
 SN1752!SPC ND S     -   0.99990856  x   1.00001656  =   0.99992512
 SN1752!UTM  14      -   0.99990856  x   1.00015634  =   1.00006489
 SN1752
 SN1752:                Primary Azimuth Mark                     Grid Az
 SN1752:SPC ND N     -  ST PETERS CATHOLIC CH SPIRE              123 09 59.8
 SN1752:SPC ND S     -  ST PETERS CATHOLIC CH SPIRE              123 08 49.3
 SN1752:UTM  14      -  ST PETERS CATHOLIC CH SPIRE              124 15 58.6
 SN1752
 SN1752|---------------------------------------------------------------------|
 SN1752| PID    Reference Object                     Distance      Geod. Az  |
 SN1752|                                                           dddmmss.s |
 SN1752| SN1704 ST PETERS CATHOLIC CH SPIRE         APPROX.18.6 KM 1221040.9 |
 SN1752| SN1725 KRONTHAL LUTHERAN CHURCH SPIRE      APPROX.12.1 KM 1623222.6 |
 SN1752| CS9192 BERTHOLD RM 1                        19.663 METERS 17539     |
 SN1752| CQ7031 BERTHOLD RM 2                        18.407 METERS 25625     |
 SN1752| CS9191 BERTHOLD AZ MK                                     3185311.7 |
 SN1752|---------------------------------------------------------------------|
 SN1752
 SN1752                          SUPERSEDED SURVEY CONTROL
 SN1752
 SN1752  NAD 83(1986)-  47 33 43.39989(N)    101 49 42.63041(W) AD(       ) 1
 SN1752  NAD 27      -  47 33 43.39620(N)    101 49 41.01790(W) AD(       ) 1
 SN1752
 SN1752.Superseded values are not recommended for survey control.
 SN1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1752.See file dsdata.txt to determine how the superseded data were derived.
 SN1752
 SN1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8723471504(NAD 83)
 SN1752_MARKER: Z = SEE DESCRIPTION
 SN1752_SETTING: 0 = UNSPECIFIED SETTING
 SN1752
 SN1752  HISTORY     - Date     Condition        Report By
 SN1752  HISTORY     - 1889     MONUMENTED       MORC
 SN1752  HISTORY     - 1941     GOOD             CGS
 SN1752  HISTORY     - 1958     GOOD             CGS
 SN1752  HISTORY     - 1962     GOOD             CGS
 SN1752
 SN1752                          STATION DESCRIPTION
 SN1752
 SN1752'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1752'STATION IS ON THE LEFT BANK, ON FIRST RIDGE N OF AND 4 MILES
 SN1752'FROM OLD FORT BERTHOLD.  A LOW, BUT PROMINENT, CONICAL BUTTE
 SN1752'IS JUST E OF A DIRECT LINE FROM STATION TO THE INDIAN SCHOOL
 SN1752'BUILDING.  THE AGENCY BEARS E OF S FROM STATION.
 SN1752
 SN1752                          STATION RECOVERY (1941)
 SN1752
 SN1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1752'STATION IS ABOUT 20 MILES, AIR LINE DISTANCE, WSW OF GARRISON,
 SN1752'5 MILES NNE OF NISHU FERRY ACROSS THE MISSOURI RIVER, ON
 SN1752'THE FORT BERTHOLD INDIAN RESERVATION AND IN THE SE 1/4 SEC.
 SN1752'12, T. 147 N, R. 88 W.  IT IS ON THE HIGHEST POINT OF A GRASSY
 SN1752'HILL WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 SN1752'
 SN1752'STATION MARK IS A STANDARD U.S. MISSOURI RIVER COMMISSION PIPE
 SN1752'STONE BENCH WHICH PROJECTS ABOUT 2 INCHES.
 SN1752'
 SN1752'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 SN1752'
 SN1752'REFERENCE MARK NO. 1 IS STAMPED BERTHOLD USMRC NO. 1 1941
 SN1752'AND PROJECTS 8 INCHES.
 SN1752'
 SN1752'REFERENCE MARK NO. 2 IS STAMPED BERTHOLD USMRC NO. 2 1941
 SN1752'AND PROJECTS 4 INCHES.
 SN1752'
 SN1752'THE AZIMUTH MARK IS 14 FEET E OF THE TRAIL ROAD TO THE STATION
 SN1752'AND 5.5 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED BERTHOLD
 SN1752'USMRC 1941 AND PROJECTS 6 INCHES.
 SN1752'
 SN1752'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 28 AT
 SN1752'GARRISON GO W ON STATE HIGHWAY 37 FOR 12.55 MILES AND KEEP
 SN1752'STRAIGHT AHEAD, W, WHERE THE HIGHWAY TURNS N, GO 8.0 MILES
 SN1752'AND TURN LEFT, S, ON A CROSS ROAD, GO 5.0 MILES AND TURN
 SN1752'LEFT, E, AT A DIM CROSS ROAD, GO 0.5 MILE AND TURN RIGHT,
 SN1752'S, ON DIM TRACK ROAD, GO 0.5 MILE AND TURN LEFT, SE, ON A DIM
 SN1752'TRACK ROAD (THE AZIMUTH MARK IS ON THE NE SIDE OF THIS ROAD
 SN1752'AT THIS POINT), GO 0.45 MILE TO THE HIGH POINT OF A HILL
 SN1752'AND THE STATION.
 SN1752'
 SN1752'A 4-FOOT SIGNAL AT ZAP IS VISIBLE FROM THE GROUND.
 SN1752'
 SN1752'A 24-FOOT SIGNAL AT SCORIA IS VISIBLE FROM THE GROUND.
 SN1752'
 SN1752'A 24-FOOT SIGNAL AT REE IS VISIBLE FROM THE GROUND.
 SN1752'
 SN1752'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 SN1752
 SN1752                          STATION RECOVERY (1958)
 SN1752
 SN1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1752'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1752'CONDITION.
 SN1752'
 SN1752'TO REACH THE STATION FROM GARRISON (FROM THE RAILROAD CROSSING
 SN1752'ON STATE HIGHWAY 37 IN THE S EDGE OF TOWN), GO W ON STATE
 SN1752'HIGHWAY 37 FOR 12.55 MI. TO FORKS WHERE THE HIGHWAY TURNS
 SN1752'RIGHT, CONTINUE W FOR 8.1 MI. TO CROSSROADS AT A STORE IN
 SN1752'THE SW ANGLE OF THE CROSSROADS, TURN LEFT AND GO S FOR 6.1
 SN1752'MI. TO A GATE ON THE LEFT AT THE TOP OF A HILL, TURN LEFT
 SN1752'(THROUGH GATE) AND GO E ON A RANCH ROAD FOR 0.6 MI. TO A WIRE
 SN1752'GATE (THE AZIMUTH MARK IS ABOUT 0.35 MI. DUE N OF THIS GATE
 SN1752'AND IS JUST W OF THE N-S FENCE LINE), PASS THROUGH GATE AND
 SN1752'GO NE AND E ALONG THE TOP OF A RIDGE FOR 0.2 MI. TO THE
 SN1752'STATION.
 SN1752
 SN1752                          STATION RECOVERY (1962)
 SN1752
 SN1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1752'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND ALL
 SN1752'MARKS WERE FOUND IN GOOD CONDITION.
 SN1752'
 SN1752'THE 1958 TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1822 ***********************************************************************
 TF1822  DESIGNATION -  BERTHOLD AZ MK 2
 TF1822  PID         -  TF1822
 TF1822  STATE/COUNTY-  ND/WARD
 TF1822  USGS QUAD   -  BERTHOLD (1980)
 TF1822
 TF1822                         *CURRENT SURVEY CONTROL
 TF1822  ___________________________________________________________________
 TF1822* NAD 83(1986)-  48 18 06.     (N)    101 43 43.     (W)     SCALED    
 TF1822* NAVD 88     -       639.111  (meters)    2096.82   (feet)  ADJUSTED  
 TF1822  ___________________________________________________________________
 TF1822  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TF1822  DYNAMIC HT  -         639.216 (meters)    2097.16  (feet)  COMP
 TF1822  MODELED GRAV-     980,754.9   (mgal)                       NAVD 88
 TF1822
 TF1822  VERT ORDER  -  FIRST     CLASS II
 TF1822
 TF1822.The horizontal coordinates were scaled from a topographic map and have
 TF1822.an estimated accuracy of +/- 6 seconds.
 TF1822
 TF1822.The orthometric height was determined by differential leveling
 TF1822.and adjusted by the National Geodetic Survey in June 1991..
 TF1822
 TF1822.The geoid height was determined by GEOID03.
 TF1822
 TF1822.The dynamic height is computed by dividing the NAVD 88
 TF1822.geopotential number by the normal gravity value computed on the
 TF1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1822.degrees latitude (g = 980.6199 gals.).
 TF1822
 TF1822.The modeled gravity was interpolated from observed gravity values.
 TF1822
 TF1822;                    North         East    Units  Estimated Accuracy
 TF1822;SPC ND N     -   145,450.      508,860.      MT  (+/- 180 meters Scaled)
 TF1822
 TF1822                          SUPERSEDED SURVEY CONTROL
 TF1822
 TF1822.No superseded survey control is available for this station.
 TF1822
 TF1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU976534(NAD 83)
 TF1822_MARKER: DZ = AZIMUTH MARK DISK
 TF1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1822_SP_SET: CONCRETE POST
 TF1822_STAMPING: BERTHOLD NO 2 1966
 TF1822_MARK LOGO: CGS   
 TF1822_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1822+STABILITY: SURFACE MOTION
 TF1822
 TF1822  HISTORY     - Date     Condition        Report By
 TF1822  HISTORY     - 1966     MONUMENTED       CGS
 TF1822  HISTORY     - 1981     GOOD             NGS
 TF1822
 TF1822                          STATION DESCRIPTION
 TF1822
 TF1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1822'1.6 KM (1.0 MI) SE FROM BERTHOLD.
 TF1822'0.8 KM (0.5 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TF1822'FROM THE STATION IN BERTHOLD, THENCE 0.8 KM (0.5 MI) SOUTHERLY ALONG A
 TF1822'GRAVELED ROAD AND 10.7 METERS (35.1 FT) WEST OF THE CENTER OF THE
 TF1822'ROAD.
 TF1822'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TF1822'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2204 ***********************************************************************
 TF2204  DESIGNATION -  BERTHOLD MUNICIPAL TANK
 TF2204  PID         -  TF2204
 TF2204  STATE/COUNTY-  ND/WARD
 TF2204  USGS QUAD   -  BERTHOLD (1980)
 TF2204
 TF2204                         *CURRENT SURVEY CONTROL
 TF2204  ___________________________________________________________________
 TF2204* NAD 83(1996)-  48 18 51.33790(N)    101 44 16.60958(W)     ADJUSTED  
 TF2204* NAVD 88     -                                                        
 TF2204  ___________________________________________________________________
 TF2204  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 TF2204  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TF2204
 TF2204  HORZ ORDER  -  THIRD
 TF2204
 TF2204.The horizontal coordinates were established by classical geodetic methods
 TF2204.and adjusted by the National Geodetic Survey in January 1998..
 TF2204
 TF2204
 TF2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2204
 TF2204.The geoid height was determined by GEOID03.
 TF2204
 TF2204;                    North         East     Units Scale Factor Converg.
 TF2204;SPC ND N     -   146,860.193   508,189.329   MT  0.99994385   -0 55 16.3
 TF2204;SPC ND N     -   481,824.78  1,667,287.82   iFT  0.99994385   -0 55 16.3
 TF2204;UTM  14      - 5,354,853.217   297,013.784   MT  1.00010628   -2 02 43.5
 TF2204
 TF2204                          SUPERSEDED SURVEY CONTROL
 TF2204
 TF2204  NAD 83(1986)-  48 18 51.33776(N)    101 44 16.60506(W) AD(       ) 4
 TF2204  NAD 27      -  48 18 51.30200(N)    101 44 15.02000(W) AD(       ) 3
 TF2204
 TF2204.Superseded values are not recommended for survey control.
 TF2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2204.See file dsdata.txt to determine how the superseded data were derived.
 TF2204
 TF2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9701454853(NAD 83)
 TF2204_MARKER: 53 = ELEVATED TANK
 TF2204
 TF2204  HISTORY     - Date     Condition        Report By
 TF2204  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2204
 TF2204                          STATION DESCRIPTION
 TF2204
 TF2204'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2203 ***********************************************************************
 TF2203  DESIGNATION -  BERTHOLD PUBLIC SCHOOL BELFRY
 TF2203  PID         -  TF2203
 TF2203  STATE/COUNTY-  ND/WARD
 TF2203  USGS QUAD   -  BERTHOLD (1980)
 TF2203
 TF2203                         *CURRENT SURVEY CONTROL
 TF2203  ___________________________________________________________________
 TF2203* NAD 83(1996)-  48 18 57.19299(N)    101 44 19.00133(W)     ADJUSTED  
 TF2203* NAVD 88     -                                                        
 TF2203  ___________________________________________________________________
 TF2203  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 TF2203  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 TF2203
 TF2203  HORZ ORDER  -  THIRD
 TF2203
 TF2203.The horizontal coordinates were established by classical geodetic methods
 TF2203.and adjusted by the National Geodetic Survey in January 1998..
 TF2203
 TF2203
 TF2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2203
 TF2203.The geoid height was determined by GEOID03.
 TF2203
 TF2203;                    North         East     Units Scale Factor Converg.
 TF2203;SPC ND N     -   147,041.803   508,142.970   MT  0.99994397   -0 55 18.1
 TF2203;SPC ND N     -   482,420.61  1,667,135.73   iFT  0.99994397   -0 55 18.1
 TF2203;UTM  14      - 5,355,035.732   296,970.990   MT  1.00010649   -2 02 45.4
 TF2203
 TF2203                          SUPERSEDED SURVEY CONTROL
 TF2203
 TF2203  NAD 83(1986)-  48 18 57.19281(N)    101 44 18.99675(W) AD(       ) 4
 TF2203  NAD 27      -  48 18 57.16000(N)    101 44 17.41000(W) AD(       ) 3
 TF2203
 TF2203.Superseded values are not recommended for survey control.
 TF2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2203.See file dsdata.txt to determine how the superseded data were derived.
 TF2203
 TF2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9697155036(NAD 83)
 TF2203_MARKER: 75 = BELFRY
 TF2203
 TF2203  HISTORY     - Date     Condition        Report By
 TF2203  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2203
 TF2203                          STATION DESCRIPTION
 TF2203
 TF2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2203'IT IS LOCATED IN THE NORTHWEST PART OF THE VILLAGE OF BERTHOLD,
 TF2203'1 BLOCK NORTH AND 1 BLOCK WEST OF THE POST OFFICE.  IT IS
 TF2203'ABOUT 75 FEET WEST OF THE CENTER LINE OF THE STREET.
 TF2203'
 TF2203'IT IS A 3 STORY BRICK BUILDING, 120 FEET LONG AND 60 FEET
 TF2203'WIDE, WITH THE BELFRY LOCATED IN THE CENTER NEAR THE EAST
 TF2203'END OF THE BUILDING.  THE POINT INTERSECTED WAS THE FLAGPOLE
 TF2203'ON TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1820 ***********************************************************************
 TF1820  DESIGNATION -  BERTHOLD RM 1
 TF1820  PID         -  TF1820
 TF1820  STATE/COUNTY-  ND/WARD
 TF1820  USGS QUAD   -  BERTHOLD (1980)
 TF1820
 TF1820                         *CURRENT SURVEY CONTROL
 TF1820  ___________________________________________________________________
 TF1820* NAD 83(1986)-  48 18 37.     (N)    101 43 44.     (W)     SCALED    
 TF1820* NAVD 88     -       635.114  (meters)    2083.70   (feet)  ADJUSTED  
 TF1820  ___________________________________________________________________
 TF1820  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TF1820  DYNAMIC HT  -         635.220 (meters)    2084.05  (feet)  COMP
 TF1820  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TF1820
 TF1820  VERT ORDER  -  FIRST     CLASS II
 TF1820
 TF1820.The horizontal coordinates were scaled from a topographic map and have
 TF1820.an estimated accuracy of +/- 6 seconds.
 TF1820
 TF1820.The orthometric height was determined by differential leveling
 TF1820.and adjusted by the National Geodetic Survey in June 1991..
 TF1820
 TF1820.The geoid height was determined by GEOID03.
 TF1820
 TF1820.The dynamic height is computed by dividing the NAVD 88
 TF1820.geopotential number by the normal gravity value computed on the
 TF1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1820.degrees latitude (g = 980.6199 gals.).
 TF1820
 TF1820.The modeled gravity was interpolated from observed gravity values.
 TF1820
 TF1820;                    North         East    Units  Estimated Accuracy
 TF1820;SPC ND N     -   146,410.      508,850.      MT  (+/- 180 meters Scaled)
 TF1820
 TF1820                          SUPERSEDED SURVEY CONTROL
 TF1820
 TF1820.No superseded survey control is available for this station.
 TF1820
 TF1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU976543(NAD 83)
 TF1820_MARKER: DR = REFERENCE MARK DISK
 TF1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1820_SP_SET: CONCRETE POST
 TF1820_STAMPING: BERTHOLD NO 1 1946
 TF1820_MARK LOGO: CGS   
 TF1820_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1820+STABILITY: SURFACE MOTION
 TF1820
 TF1820  HISTORY     - Date     Condition        Report By
 TF1820  HISTORY     - 1946     MONUMENTED       CGS
 TF1820  HISTORY     - 1981     GOOD             NGS
 TF1820  HISTORY     - 1981     GOOD             NGS
 TF1820
 TF1820                          STATION DESCRIPTION
 TF1820
 TF1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1820'IN BERTHOLD.
 TF1820'IN BERTHOLD, AT THE INTERSECTION OF COUNTY ROADS 10 AND 28, 29.6
 TF1820'METERS (97.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 TF1820'RAILROAD, 20.3 METERS (66.6 FT) NORTHEAST OF THE STATION MARK AND 13.4
 TF1820'METERS (44.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD.
 TF1820'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 TF1820
 TF1820                          STATION RECOVERY (1981)
 TF1820
 TF1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1821 ***********************************************************************
 TF1821  DESIGNATION -  BERTHOLD RM 2
 TF1821  PID         -  TF1821
 TF1821  STATE/COUNTY-  ND/WARD
 TF1821  USGS QUAD   -  BERTHOLD (1980)
 TF1821
 TF1821                         *CURRENT SURVEY CONTROL
 TF1821  ___________________________________________________________________
 TF1821* NAD 83(1986)-  48 18 36.     (N)    101 43 43.     (W)     SCALED    
 TF1821* NAVD 88     -       634.875  (meters)    2082.92   (feet)  ADJUSTED  
 TF1821  ___________________________________________________________________
 TF1821  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TF1821  DYNAMIC HT  -         634.981 (meters)    2083.27  (feet)  COMP
 TF1821  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TF1821
 TF1821  VERT ORDER  -  FIRST     CLASS II
 TF1821
 TF1821.The horizontal coordinates were scaled from a topographic map and have
 TF1821.an estimated accuracy of +/- 6 seconds.
 TF1821
 TF1821.The orthometric height was determined by differential leveling
 TF1821.and adjusted by the National Geodetic Survey in June 1991..
 TF1821
 TF1821.The geoid height was determined by GEOID03.
 TF1821
 TF1821.The dynamic height is computed by dividing the NAVD 88
 TF1821.geopotential number by the normal gravity value computed on the
 TF1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1821.degrees latitude (g = 980.6199 gals.).
 TF1821
 TF1821.The modeled gravity was interpolated from observed gravity values.
 TF1821
 TF1821;                    North         East    Units  Estimated Accuracy
 TF1821;SPC ND N     -   146,380.      508,870.      MT  (+/- 180 meters Scaled)
 TF1821
 TF1821                          SUPERSEDED SURVEY CONTROL
 TF1821
 TF1821.No superseded survey control is available for this station.
 TF1821
 TF1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU976543(NAD 83)
 TF1821_MARKER: DR = REFERENCE MARK DISK
 TF1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1821_SP_SET: CONCRETE POST
 TF1821_STAMPING: BERTHOLD NO 2 1946
 TF1821_MARK LOGO: CGS   
 TF1821_PROJECTION: FLUSH
 TF1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1821+STABILITY: SURFACE MOTION
 TF1821
 TF1821  HISTORY     - Date     Condition        Report By
 TF1821  HISTORY     - 1946     MONUMENTED       CGS
 TF1821  HISTORY     - 1981     GOOD             NGS
 TF1821  HISTORY     - 1981     GOOD             NGS
 TF1821
 TF1821                          STATION DESCRIPTION
 TF1821
 TF1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1821'IN BERTHOLD.
 TF1821'IN BERTHOLD, AT THE INTERSECTION OF COUNTY ROADS 10 AND 28, 54.9
 TF1821'METERS (180.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON
 TF1821'NORTHERN RAILROAD, 24.5 METERS (80.4 FT) WEST-SOUTHWEST OF THE STATION
 TF1821'MARK AND 13.4 METERS (44.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 TF1821'ROAD.
 TF1821'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 TF1821
 TF1821                          STATION RECOVERY (1981)
 TF1821
 TF1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2033 ***********************************************************************
 TF2033  DESIGNATION -  BERWICK
 TF2033  PID         -  TF2033
 TF2033  STATE/COUNTY-  ND/MCHENRY
 TF2033  USGS QUAD   -  TOWNER SE (1954)
 TF2033
 TF2033                         *CURRENT SURVEY CONTROL
 TF2033  ___________________________________________________________________
 TF2033* NAD 83(1996)-  48 21 19.50363(N)    100 18 07.95347(W)     ADJUSTED  
 TF2033* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 TF2033  ___________________________________________________________________
 TF2033  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 TF2033  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF2033
 TF2033  HORZ ORDER  -  THIRD
 TF2033
 TF2033.The horizontal coordinates were established by classical geodetic methods
 TF2033.and adjusted by the National Geodetic Survey in January 1998..
 TF2033
 TF2033.The orthometric height was scaled from a topographic map.
 TF2033
 TF2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2033
 TF2033.The geoid height was determined by GEOID03.
 TF2033
 TF2033;                    North         East     Units Scale Factor Converg.
 TF2033;SPC ND N     -   150,717.235   614,657.740   MT  0.99994699   +0 08 49.9
 TF2033;SPC ND N     -   494,479.12  2,016,593.64   iFT  0.99994699   +0 08 49.9
 TF2033;UTM  14      - 5,356,623.935   403,531.094   MT  0.99971434   -0 58 23.5
 TF2033
 TF2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2033!SPC ND N     -   0.99993124  x   0.99994699  =   0.99987824
 TF2033!UTM  14      -   0.99993124  x   0.99971434  =   0.99964560
 TF2033
 TF2033|---------------------------------------------------------------------|
 TF2033| PID    Reference Object                     Distance      Geod. Az  |
 TF2033|                                                           dddmmss.s |
 TF2033| CO7348 BERWICK RM 1                         22.546 METERS 08738     |
 TF2033| CO7347 BERWICK AZ MK                                      2700721.5 |
 TF2033| CO7349 BERWICK RM 2                         21.091 METERS 35856     |
 TF2033|---------------------------------------------------------------------|
 TF2033
 TF2033                          SUPERSEDED SURVEY CONTROL
 TF2033
 TF2033  NAD 83(1986)-  48 21 19.50855(N)    100 18 07.95555(W) AD(       ) 3
 TF2033  NAD 27      -  48 21 19.51600(N)    100 18 06.47000(W) AD(       ) 3
 TF2033
 TF2033.Superseded values are not recommended for survey control.
 TF2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2033.See file dsdata.txt to determine how the superseded data were derived.
 TF2033
 TF2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU0353156624(NAD 83)
 TF2033_MARKER: DS = TRIANGULATION STATION DISK
 TF2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2033
 TF2033  HISTORY     - Date     Condition        Report By
 TF2033  HISTORY     - 1946     MONUMENTED       CGS
 TF2033  HISTORY     - 1962     GOOD             CGS
 TF2033  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TF2033
 TF2033                          STATION DESCRIPTION
 TF2033
 TF2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2033'THE STATION IS LOCATED ABOUT 4-3/4 MILES EAST OF TOWNER, 2-1/2
 TF2033'MILES WEST OF BERWICK AND ON THE NORTH SIDE OF U.S. HIGHWAY
 TF2033'NO. 2 AT A CROSS ROADS.  IT IS 73 FEET NORTHEAST OF THE CENTER
 TF2033'OF THE CROSS ROADS IN THE LOW GRASSY AREA AND 7 FEET NORTHEAST
 TF2033'OF A WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK
 TF2033'IS STAMPED BERWICK 1946.
 TF2033'
 TF2033'REFERENCE MARK NO. 1 IS 73.97 FEET EAST OF THE STATION AND 64
 TF2033'FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY.  THE
 TF2033'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BERWICK
 TF2033'NO 1 1946.
 TF2033'
 TF2033'REFERENCE MARK NO. 2 IS 69.20 FEET NORTH OF THE STATION AND 57
 TF2033'FEET EAST OF THE APPROXIMATE CENTER LINE OF THE GRADED ROAD.
 TF2033'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BERWICK
 TF2033'NO 2 1946.
 TF2033'
 TF2033'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION,
 TF2033'80 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 5 FEET
 TF2033'EAST-SOUTHEAST OF A WITNESS POST AND 2.5 FEET SOUTH OF A FENCE
 TF2033'LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 TF2033'BERWICK 1946.
 TF2033'
 TF2033'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO. 2
 TF2033'AND MAIN STREET IN TOWNER, GO EAST ON THE HIGHWAY FOR 4.5 MILE
 TF2033'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON THE
 TF2033'HIGHWAY EAST FOR 0.4 MILE TO THE CROSS ROADS AND THE STATION IN
 TF2033'THE NORTHEAST CORNER AS DESCRIBED.
 TF2033'
 TF2033'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF2033
 TF2033                          STATION RECOVERY (1962)
 TF2033
 TF2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2033'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION AS
 TF2033'DESCRIBED IN THE ORIGINAL DESCRIPTION BY R.A.M. 1946.
 TF2033'
 TF2033'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH.
 TF2033
 TF2033                          STATION RECOVERY (1964)
 TF2033
 TF2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TF2033'THE STATION MARK, STAMPED BERWICK 1946, WAS FOUND DESTROYED.
 TF2033'THE DISK WAS RECOVERED.
 TF2033'
 TF2033'R.M. 2, STAMPED BERWICK NO 2 1946, WAS FOUND DESTROYED.  THE
 TF2033'DISK WAS RECOVERED.
 TF2033'
 TF2033'R.M. 1 WAS RECOVERED AS DESCRIBED.
 TF2033'
 TF2033'THE AZIMUTH MARK, STAMPED BERWICK 1946, WAS RECOVERED AS
 TF2033'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1807 ***********************************************************************
 TE1807  DESIGNATION -  BETHEL
 TE1807  PID         -  TE1807
 TE1807  STATE/COUNTY-  ND/TOWNER
 TE1807  USGS QUAD   -  STARKWEATHER (1994)
 TE1807
 TE1807                         *CURRENT SURVEY CONTROL
 TE1807  ___________________________________________________________________
 TE1807* NAD 83(1996)-  48 27 27.01720(N)    098 59 33.15231(W)     ADJUSTED  
 TE1807* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 TE1807  ___________________________________________________________________
 TE1807  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 TE1807  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE1807
 TE1807  HORZ ORDER  -  FIRST
 TE1807
 TE1807.The horizontal coordinates were established by classical geodetic methods
 TE1807.and adjusted by the National Geodetic Survey in January 1998..
 TE1807
 TE1807.The orthometric height was scaled from a topographic map.
 TE1807
 TE1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1807
 TE1807.The geoid height was determined by GEOID03.
 TE1807
 TE1807;                    North         East     Units Scale Factor Converg.
 TE1807;SPC ND N     -   163,141.133   711,484.418   MT  0.99995700   +1 07 18.3
 TE1807;SPC ND N     -   535,239.94  2,334,266.46   iFT  0.99995700   +1 07 18.3
 TE1807;UTM  14      - 5,367,152.041   500,551.374   MT  0.99960000   +0 00 20.1
 TE1807
 TE1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1807!SPC ND N     -   0.99993329  x   0.99995700  =   0.99989029
 TE1807!UTM  14      -   0.99993329  x   0.99960000  =   0.99953331
 TE1807
 TE1807:                Primary Azimuth Mark                     Grid Az
 TE1807:SPC ND N     -  BETHEL AZ MK                             359 39 16.4
 TE1807:UTM  14      -  BETHEL AZ MK                             000 46 14.6
 TE1807
 TE1807|---------------------------------------------------------------------|
 TE1807| PID    Reference Object                     Distance      Geod. Az  |
 TE1807|                                                           dddmmss.s |
 TE1807| TE2317 BETHEL AZ MK                                       0004634.7 |
 TE1807| TE2318 BETHEL RM 1                          39.078 METERS 00408     |
 TE1807| TE1804 STARKWEATHER TRIN EVAN LUTH CH      APPROX. 8.5 KM 0933918.2 |
 TE1807| TE1805 STARKWEATHER CATH CH CROSS          APPROX. 8.7 KM 0941855.3 |
 TE1807| TE1806 BERGEN LUTHERAN CHURCH SPIRE        APPROX. 9.4 KM 1483629.1 |
 TE1807| TE1974 CANDO MUNICIPAL TANK                APPROX.15.8 KM 2841229.9 |
 TE1807| TE2319 BETHEL RM 2                          49.196 METERS 30917     |
 TE1807|---------------------------------------------------------------------|
 TE1807
 TE1807                          SUPERSEDED SURVEY CONTROL
 TE1807
 TE1807  NAD 83(1986)-  48 27 27.01705(N)    098 59 33.14648(W) AD(       ) 1
 TE1807  NAD 27      -  48 27 26.99500(N)    098 59 31.65500(W) AD(       ) 1
 TE1807
 TE1807.Superseded values are not recommended for survey control.
 TE1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1807.See file dsdata.txt to determine how the superseded data were derived.
 TE1807
 TE1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0055167152(NAD 83)
 TE1807_MARKER: DS = TRIANGULATION STATION DISK
 TE1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1807
 TE1807  HISTORY     - Date     Condition        Report By
 TE1807  HISTORY     - 1934     MONUMENTED       CGS
 TE1807  HISTORY     - 1956     MARK NOT FOUND   USGS
 TE1807  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1807  HISTORY     - 1970     MARK NOT FOUND   NGS
 TE1807  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TE1807  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 TE1807
 TE1807                          STATION DESCRIPTION
 TE1807
 TE1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1807'STATION IS LOCATED ABOUT 5-1/4 MILES N OF W OF STARKWEATHER, IN
 TE1807'THE SE CORNER OF SEC. 35, T 158 N, R 65 W, ON LAND OWNED BY
 TE1807'A.O. SATHER OF STARKWEATHER.
 TE1807'
 TE1807'THE STATION IS IN THE PASTURE LAND NEAR THE SE SECTION CORNER,
 TE1807'36 FEET W OF CENTER LINE OF A N-S DIRT ROAD, AND 48 FEET N
 TE1807'OF CENTER LINE OF STATE HIGHWAY 17.
 TE1807'
 TE1807'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TE1807'CONCRETE CYLINDERS.
 TE1807'
 TE1807'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 TE1807'CONCRETE.
 TE1807'
 TE1807'REFERENCE MARK NO. 1 IS N OF THE STATION ALONG N-S FENCE LINE.
 TE1807'
 TE1807'REFERENCE MARK NO. 2 IS NW OF STATION IN PASTURE LAND.
 TE1807'
 TE1807'AZIMUTH MARK IS N OF STATION ON E SIDE OF ROAD AND 22 FEET
 TE1807'FROM CENTER LINE AND IN SW FENCE CORNER.
 TE1807'
 TE1807'TO REACH THE STATION FROM STARKWEATHER GO N TO JUNCTION OF
 TE1807'STATE HIGHWAYS 20 AND 17, HERE GO W ON STATE HIGHWAY 17 FOR
 TE1807'5 MILES TO STATION ON N SIDE OF ROAD.
 TE1807'
 TE1807'HEIGHT OF LIGHT ABOVE STATION MARK - 21.8 METERS.
 TE1807
 TE1807                          STATION RECOVERY (1956)
 TE1807
 TE1807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TE1807'STATION SEARCHED FOR BUT NOT FOUND.  REFERENCE MARKS WERE BOTH
 TE1807'FOUND IN GOOD CONDITION.
 TE1807
 TE1807                          STATION RECOVERY (1968)
 TE1807
 TE1807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1807'STATION REPORTED NOT FOUND.  NO MARKS WERE FOUND.  NEW ROAD
 TE1807'CONSTRUCTION.
 TE1807'
 TE1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/4
 TE1807'MI N OF W OF STARKWEATHER.
 TE1807
 TE1807                          STATION RECOVERY (1970)
 TE1807
 TE1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TE1807'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 TE1807'FOUND AND IT IS BELIEVED THEY WERE DESTROYED.  THE STATION MARK
 TE1807'FALLS NEAR THE BOTTOM OF NORTH SLOPE OF STATE HIGHWAY 17, AND
 TE1807'A CONSIDERABLE AMOUNT OF EARTH HAS BEEN MOVED.  THE REFERENCE
 TE1807'MARK LOCATIONS ARE NOW IN A CULTIVATED FIELD AND COULD NOT BE
 TE1807'FOUND.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AS THE ROAD
 TE1807'LEADING TO THE MARK WAS THRU A FIELD WHICH WAS UNDER WATER.
 TE1807'
 TE1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 TE1807'NW OF STARKWEATHER.
 TE1807
 TE1807                          STATION RECOVERY (1971)
 TE1807
 TE1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE1807'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 TE1807'AZIMUTH MARK WERE NOT FOUND.  THE UNDERGROUND STATION MARK WAS
 TE1807'SEARCHED FOR, BUT WAS NOT RECOVERED.  IT APPEARS THAT THE
 TE1807'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 TE1807'DESTROYED DURING ROAD IMPROVEMENTS.  AND REFERENCE MARK NO. 2
 TE1807'HAS EVIDENTLY BEEN DESTROYED BY FARM OPERATIONS.  MR. LOUIE
 TE1807'PLEMEL, WHO FARMS THE LAND, RECALLS HAVING SEEN THE MARKS AS
 TE1807'HE REMEMBERS HAVING TO DODGE THEM WITH THE MACHINERY.  IT IS
 TE1807'SUGGESTED THAT THE COMPLETE STATION BE CONSIDERED DESTROYED.
 TE1807'
 TE1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/4
 TE1807'MILES N OF W OF STARKWEATHER.
 TE1807
 TE1807                          STATION RECOVERY (1989)
 TE1807
 TE1807'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 TE1807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1751 ***********************************************************************
 TG1751  DESIGNATION -  BETHLEHEM LUTH CHURCH STEEPLE
 TG1751  PID         -  TG1751
 TG1751  STATE/COUNTY-  ND/MOUNTRAIL
 TG1751  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG1751
 TG1751                         *CURRENT SURVEY CONTROL
 TG1751  ___________________________________________________________________
 TG1751* NAD 83(1996)-  48 31 53.51785(N)    102 08 44.83746(W)     ADJUSTED  
 TG1751* NAVD 88     -                                                        
 TG1751  ___________________________________________________________________
 TG1751  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 TG1751  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG1751
 TG1751  HORZ ORDER  -  THIRD
 TG1751
 TG1751.The horizontal coordinates were established by classical geodetic methods
 TG1751.and adjusted by the National Geodetic Survey in January 1998..
 TG1751
 TG1751
 TG1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1751
 TG1751.The geoid height was determined by GEOID03.
 TG1751
 TG1751;                    North         East     Units Scale Factor Converg.
 TG1751;SPC ND N     -   171,580.319   478,462.743   MT  0.99996625   -1 13 28.9
 TG1751;SPC ND N     -   562,927.56  1,569,759.66   iFT  0.99996625   -1 13 28.9
 TG1751;UTM  13      - 5,379,314.715   710,704.467   MT  1.00014549   +2 08 22.2
 TG1751
 TG1751                          SUPERSEDED SURVEY CONTROL
 TG1751
 TG1751  NAD 83(1986)-  48 31 53.51826(N)    102 08 44.82996(W) AD(       ) 4
 TG1751  NAD 27      -  48 31 53.43000(N)    102 08 43.25400(W) AD(       ) 3
 TG1751
 TG1751.Superseded values are not recommended for survey control.
 TG1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1751.See file dsdata.txt to determine how the superseded data were derived.
 TG1751
 TG1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1070479315(NAD 83)
 TG1751
 TG1751  HISTORY     - Date     Condition        Report By
 TG1751  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1751
 TG1751                          STATION DESCRIPTION
 TG1751
 TG1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1751'THE STATION IS LOCATED ABOUT 12 MILES EAST AND 1 MILE SOUTH
 TG1751'OF THE JUNCTION OF STATE HIGHWAYS 8 AND 50.
 TG1751'
 TG1751'IT IS A WHITE FRAME BUILDING ABOUT 36 FEET WIDE AND 65 FEET
 TG1751'LONG AND HAS A STEEPLE THAT PROJECTS ABOUT 20 FEET ABOVE THE
 TG1751'ROOF ON THE WEST END OF THE CHURCH.
 TG1751'
 TG1751'THE POINT INTERSECTED WAS THE TIP OF THE STEEPLE.
 TG1751'
 TG1751'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 50 GO EAST
 TG1751'FOR 11.8 MILES, HERE TURN AND GO SOUTH FOR 1 MILE TO CROSSROAD.
 TG1751'TURN EAST HERE AND GO 0.1 MILE TO STATION ON RIGHT ABOUT 30
 TG1751'FEET SOUTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1730 ***********************************************************************
 SN1730  DESIGNATION -  BEULAH
 SN1730  PID         -  SN1730
 SN1730  STATE/COUNTY-  ND/MERCER
 SN1730  USGS QUAD   -  BEULAH (1980)
 SN1730
 SN1730                         *CURRENT SURVEY CONTROL
 SN1730  ___________________________________________________________________
 SN1730* NAD 83(1996)-  47 17 56.45837(N)    101 46 01.11513(W)     ADJUSTED  
 SN1730* NAVD 88     -       629.0    (meters)    2064.     (feet)  VERTCON   
 SN1730  ___________________________________________________________________
 SN1730  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 SN1730  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SN1730
 SN1730  HORZ ORDER  -  SECOND
 SN1730
 SN1730.The horizontal coordinates were established by classical geodetic methods
 SN1730.and adjusted by the National Geodetic Survey in January 1998..
 SN1730
 SN1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1730
 SN1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1730
 SN1730.The geoid height was determined by GEOID03.
 SN1730
 SN1730;                    North         East     Units Scale Factor Converg.
 SN1730;SPC ND S     -   182,223.739   504,184.918   MT  0.99996868   -0 55 26.8
 SN1730;SPC ND S     -   597,846.91  1,654,149.99   iFT  0.99996868   -0 55 26.8
 SN1730;UTM  14      - 5,242,106.884   290,821.943   MT  1.00013777   -2 02 03.1
 SN1730
 SN1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1730!SPC ND S     -   0.99990444  x   0.99996868  =   0.99987313
 SN1730!UTM  14      -   0.99990444  x   1.00013777  =   1.00004220
 SN1730
 SN1730:                Primary Azimuth Mark                     Grid Az
 SN1730:SPC ND S     -  BEULAH AZ MK                             091 03 58.5
 SN1730:UTM  14      -  BEULAH AZ MK                             092 10 34.8
 SN1730
 SN1730|---------------------------------------------------------------------|
 SN1730| PID    Reference Object                     Distance      Geod. Az  |
 SN1730|                                                           dddmmss.s |
 SN1730| CQ7037 BEULAH AZ MK                                       0900831.7 |
 SN1730| CQ7038 BEULAH RM 1                          16.426 METERS 09304     |
 SN1730| SN1728 BEULAH FARMERS ELEV CUPOLA          APPROX. 4.2 KM 1921931.8 |
 SN1730| SN1727 BEULAH MUNICIPAL WATER TANK         APPROX. 3.8 KM 1942439.8 |
 SN1730| CQ7039 BEULAH RM 2                          18.393 METERS 26701     |
 SN1730|---------------------------------------------------------------------|
 SN1730
 SN1730                          SUPERSEDED SURVEY CONTROL
 SN1730
 SN1730  NAD 83(1986)-  47 17 56.45557(N)    101 46 01.10648(W) AD(       ) 2
 SN1730  NAD 27      -  47 17 56.42965(N)    101 45 59.49664(W) AD(       ) 2
 SN1730  NGVD 29 (07/19/86)  628.6    (m)         2062.     (f) VERT ANG       
 SN1730
 SN1730.Superseded values are not recommended for survey control.
 SN1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1730.See file dsdata.txt to determine how the superseded data were derived.
 SN1730
 SN1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9082242107(NAD 83)
 SN1730_MARKER: DS = TRIANGULATION STATION DISK
 SN1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SN1730
 SN1730  HISTORY     - Date     Condition        Report By
 SN1730  HISTORY     - 1951     MONUMENTED       CGS
 SN1730  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SN1730
 SN1730                          STATION DESCRIPTION
 SN1730
 SN1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SN1730'THE STATION IS ABOUT 3 MILES NORTH OF BEULAH.
 SN1730'
 SN1730'TO REACH THE STATION FROM THE POST OFFICE IN BEULAH, GO
 SN1730'EAST AND NORTH ON STATE HIGHWAY NO. 25 FOR 3.0 MILES TO A FORK
 SN1730'WHERE THE HIGHWAY BEARS RIGHT.  CONTINUE NORTH ON THE LEFT
 SN1730'FORK, FOR 0.05 MILE TO A CROSS ROAD.  THEN LEFT, WEST, FOR
 SN1730'0.1 MILE TO THE STATION MARK ON THE LEFT AS DESCRIBED.  TO
 SN1730'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 SN1730'TRACK ROAD FOR 0.1 MILE TO THE HIGHWAY.  CONTINUE EAST ON
 SN1730'THE HIGHWAY, FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT
 SN1730'AS DESCRIBED.
 SN1730'
 SN1730'THE STATION MARK IS 23 FEET SOUTH OF THE TRACK ROAD, AND 4
 SN1730'FEET NORTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND
 SN1730'THE DISK IS STAMPED BEULAH 1951.
 SN1730'
 SN1730'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE TRACK ROAD, AND
 SN1730'2 FEET WEST OF THE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 SN1730'AND THE DISK IS STAMPED BEULAH NO 1 1951.
 SN1730'
 SN1730'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE TRACK ROAD, AND
 SN1730'1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND
 SN1730'THE DISK IS STAMPED BEULAH NO 2 1951.
 SN1730'
 SN1730'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE HIGHWAY.  THE MARK
 SN1730'PROJECTS 6 INCHES AND THE DISK IS STAMPED BEULAH 1951.
 SN1730'
 SN1730'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SN1730'CONCRETE CYLINDERS.
 SN1730'
 SN1730'MEDICINE BUTTE, MINE, UNRATH, AND ZAP WOULD BE VISIBLE FROM
 SN1730'A 10 FOOT STAND.
 SN1730
 SN1730                          STATION RECOVERY (1954)
 SN1730
 SN1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SN1730'THE STATION WAS RECOVERED AS DESCRIBED BY V.R.S. IN 1951
 SN1730'AND THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND
 SN1730'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS DESTROYED
 SN1730'BY ROAD GRADING IN 1953.
 SN1730'
 SN1730'ALL MARKS WERE ENDANGERED OF BEING DESTROYED BY PENDING
 SN1730'ROAD CONSTRUCTION AND STATION BEULAH 2 WAS ESTABLISHED BY
 SN1730'THIS PARTY 128 FEET NORTH OF THE ORIGINAL STATION.
 SN1730'
 SN1730'ALL ORIGINAL MARKS WERE DESTROYED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1729 ***********************************************************************
 SN1729  DESIGNATION -  BEULAH 2
 SN1729  PID         -  SN1729
 SN1729  STATE/COUNTY-  ND/MERCER
 SN1729  USGS QUAD   -  BEULAH (1980)
 SN1729
 SN1729                         *CURRENT SURVEY CONTROL
 SN1729  ___________________________________________________________________
 SN1729* NAD 83(1996)-  47 17 57.72754(N)    101 46 01.11732(W)     ADJUSTED  
 SN1729* NAVD 88     -       629.4    (meters)    2065.     (feet)  VERTCON   
 SN1729  ___________________________________________________________________
 SN1729  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 SN1729  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SN1729
 SN1729  HORZ ORDER  -  SECOND
 SN1729
 SN1729.The horizontal coordinates were established by classical geodetic methods
 SN1729.and adjusted by the National Geodetic Survey in January 1998..
 SN1729
 SN1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1729
 SN1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1729
 SN1729.The geoid height was determined by GEOID03.
 SN1729
 SN1729;                    North         East     Units Scale Factor Converg.
 SN1729;SPC ND S     -   182,262.928   504,185.504   MT  0.99996873   -0 55 26.8
 SN1729;SPC ND S     -   597,975.49  1,654,151.92   iFT  0.99996873   -0 55 26.8
 SN1729;UTM  14      - 5,242,146.062   290,823.288   MT  1.00013776   -2 02 03.1
 SN1729
 SN1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1729!SPC ND S     -   0.99990438  x   0.99996873  =   0.99987311
 SN1729!UTM  14      -   0.99990438  x   1.00013776  =   1.00004213
 SN1729
 SN1729|---------------------------------------------------------------------|
 SN1729| PID    Reference Object                     Distance      Geod. Az  |
 SN1729|                                                           dddmmss.s |
 SN1729| CQ7042 BEULAH 2 RM 4                         7.461 METERS 00016     |
 SN1729| CQ7040 BEULAH 2 AZ MK                                     0953452.0 |
 SN1729| SN1730 BEULAH                               39.195 METERS 17956     |
 SN1729| SN1732 MINE                                APPROX.11.2 KM 2442312.0 |
 SN1729| CQ7041 BEULAH 2 RM 3                         7.191 METERS 26952     |
 SN1729|---------------------------------------------------------------------|
 SN1729
 SN1729                          SUPERSEDED SURVEY CONTROL
 SN1729
 SN1729  NAD 83(1986)-  47 17 57.72464(N)    101 46 01.10867(W) AD(       ) 2
 SN1729  NAD 27      -  47 17 57.69907(N)    101 45 59.49884(W) AD(       ) 2
 SN1729  NGVD 29 (07/19/86)  629.0    (m)         2064.     (f) VERT ANG       
 SN1729
 SN1729.Superseded values are not recommended for survey control.
 SN1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1729.See file dsdata.txt to determine how the superseded data were derived.
 SN1729
 SN1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9082342146(NAD 83)
 SN1729_MARKER: DS = TRIANGULATION STATION DISK
 SN1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1729+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 SN1729
 SN1729  HISTORY     - Date     Condition        Report By
 SN1729  HISTORY     - 1954     MONUMENTED       CGS
 SN1729  HISTORY     - 1960     GOOD             CGS
 SN1729  HISTORY     - 20031002 GOOD             INDIV
 SN1729
 SN1729                          STATION DESCRIPTION
 SN1729
 SN1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SN1729'THE STATION IS LOCATED 3.0 MILES NORTH OF BEULAH ON LAND OWNED
 SN1729'BY THE KNIFE RIVER COAL COMPANY.
 SN1729'
 SN1729'REACHED FROM THE POST OFFICE IN BEULAH BY GOING EAST AND NORTH
 SN1729'ON STATE HIGHWAY NO. 7 FOR 2.9 MILES TO A FORK.  TAKE THE
 SN1729'LEFT ROAD, NORTHERLY, AND GO 0.15 MILE TO A CROSSROAD.  TURN
 SN1729'LEFT, WEST, AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 SN1729'
 SN1729'THE STATION MARK, IS 115 FEET NORTH OF THE APPROXIMATE CENTER
 SN1729'OF A DIRT ROAD, 65 FEET NORTH OF A RIGHT-OF-WAY FENCE, AND
 SN1729'4 FEET EAST OF A WITNESS POST.  THE DISK IS STAMPED BEULAH
 SN1729'2 1954, AND THE MARK PROJECTS 4 INCHES.
 SN1729'
 SN1729'REFERENCE MARK NO. 3, WEST OF THE STATION, IS 64 FEET NORTH
 SN1729'OF THE FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 SN1729'BEULAH 2 NO 3 1954.
 SN1729'
 SN1729'REFERENCE MARK NO. 4, NORTH OF THE STATION, IS 90 FEET NORTH
 SN1729'OF THE FENCE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 SN1729'BEULAH 2 NO 4 1954.
 SN1729'
 SN1729'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 SN1729'IS 102 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 7, 3 FEET
 SN1729'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY POST, AND PROJECTS 4
 SN1729'INCHES.  THE DISK IS STAMPED BEULAH 2 1954
 SN1729
 SN1729                          STATION RECOVERY (1960)
 SN1729
 SN1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SN1729'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1729'CONDITION.  THE HIGHWAY PAST THE STATION HAS BEEN SURFACED.
 SN1729'
 SN1729'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 SN1729'FOR RECOVERY.
 SN1729
 SN1729                          STATION RECOVERY (2003)
 SN1729
 SN1729'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 SN1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1728 ***********************************************************************
 SN1728  DESIGNATION -  BEULAH FARMERS ELEV CUPOLA
 SN1728  PID         -  SN1728
 SN1728  STATE/COUNTY-  ND/MERCER
 SN1728  USGS QUAD   -  BEULAH (1980)
 SN1728
 SN1728                         *CURRENT SURVEY CONTROL
 SN1728  ___________________________________________________________________
 SN1728* NAD 83(1996)-  47 15 43.57514(N)    101 46 43.76619(W)     ADJUSTED  
 SN1728* NAVD 88     -                                                        
 SN1728  ___________________________________________________________________
 SN1728  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 SN1728  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN1728
 SN1728  HORZ ORDER  -  THIRD
 SN1728
 SN1728.The horizontal coordinates were established by classical geodetic methods
 SN1728.and adjusted by the National Geodetic Survey in January 1998..
 SN1728
 SN1728
 SN1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1728
 SN1728.The geoid height was determined by GEOID03.
 SN1728
 SN1728;                    North         East     Units Scale Factor Converg.
 SN1728;SPC ND S     -   178,135.199   503,222.226   MT  0.99996367   -0 55 57.9
 SN1728;SPC ND S     -   584,433.07  1,650,991.56   iFT  0.99996367   -0 55 57.9
 SN1728;UTM  14      - 5,238,037.043   289,780.082   MT  1.00014314   -2 02 30.1
 SN1728
 SN1728                          SUPERSEDED SURVEY CONTROL
 SN1728
 SN1728  NAD 83(1986)-  47 15 43.57193(N)    101 46 43.75653(W) AD(       ) 4
 SN1728  NAD 27      -  47 15 43.54217(N)    101 46 42.14632(W) AD(       ) 3
 SN1728
 SN1728.Superseded values are not recommended for survey control.
 SN1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1728.See file dsdata.txt to determine how the superseded data were derived.
 SN1728
 SN1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8978038037(NAD 83)
 SN1728_MARKER: 86 = CUPOLA
 SN1728
 SN1728  HISTORY     - Date     Condition        Report By
 SN1728  HISTORY     - 1951     FIRST OBSERVED   CGS
 SN1728
 SN1728                          STATION DESCRIPTION
 SN1728
 SN1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SN1728'THE STATION IS ON THE SOUTHERN EDGE OF TOWN, ON NORTHERN
 SN1728'PACIFIC RAILWAY PROPERTY, AND 500 FEET SOUTHWEST OF THE
 SN1728'RAILWAY DEPOT.
 SN1728'
 SN1728'THE ELEVATOR IS A CONCRETE STRUCTURE WITH FOUR STORAGE TANKS
 SN1728'AND A CUPOLA AT THE TOP.  IT IS 122.5 FEET HIGH.
 SN1728'
 SN1728'THE POINT OBSERVED ON WAS THE APEX OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1727 ***********************************************************************
 SN1727  DESIGNATION -  BEULAH MUNICIPAL WATER TANK
 SN1727  PID         -  SN1727
 SN1727  STATE/COUNTY-  ND/MERCER
 SN1727  USGS QUAD   -  BEULAH (1980)
 SN1727
 SN1727                         *CURRENT SURVEY CONTROL
 SN1727  ___________________________________________________________________
 SN1727* NAD 83(1996)-  47 15 58.06614(N)    101 46 45.80705(W)     ADJUSTED  
 SN1727* NAVD 88     -       554.7    (meters)    1820.     (feet)  VERTCON   
 SN1727  ___________________________________________________________________
 SN1727  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 SN1727  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SN1727
 SN1727  HORZ ORDER  -  THIRD
 SN1727
 SN1727.The horizontal coordinates were established by classical geodetic methods
 SN1727.and adjusted by the National Geodetic Survey in January 1998..
 SN1727
 SN1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1727
 SN1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1727
 SN1727.The geoid height was determined by GEOID03.
 SN1727
 SN1727;                    North         East     Units Scale Factor Converg.
 SN1727;SPC ND S     -   178,583.336   503,186.616   MT  0.99996419   -0 55 59.4
 SN1727;SPC ND S     -   585,903.33  1,650,874.72   iFT  0.99996419   -0 55 59.4
 SN1727;UTM  14      - 5,238,485.866   289,753.147   MT  1.00014328   -2 02 32.1
 SN1727
 SN1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1727!SPC ND S     -   0.99991609  x   0.99996419  =   0.99988028
 SN1727!UTM  14      -   0.99991609  x   1.00014328  =   1.00005936
 SN1727
 SN1727                          SUPERSEDED SURVEY CONTROL
 SN1727
 SN1727  NAD 83(1986)-  47 15 58.06320(N)    101 46 45.79827(W) AD(       ) 4
 SN1727  NAD 27      -  47 15 58.03670(N)    101 46 44.18771(W) AD(       ) 3
 SN1727  NGVD 29 (07/19/86)  554.3    (m)         1819.     (f) VERT ANG       
 SN1727
 SN1727.Superseded values are not recommended for survey control.
 SN1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1727.See file dsdata.txt to determine how the superseded data were derived.
 SN1727
 SN1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8975338486(NAD 83)
 SN1727_MARKER: 53 = ELEVATED TANK
 SN1727
 SN1727  HISTORY     - Date     Condition        Report By
 SN1727  HISTORY     - 1951     FIRST OBSERVED   CGS
 SN1727
 SN1727                          STATION DESCRIPTION
 SN1727
 SN1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SN1727'THE STATION IS ON A HIGH HILL IN THE NORTH EDGE OF BEULAH.
 SN1727'THE TANK SUPPORT IS A STEEL STRUCTURE HAVING 4 LEGS AND PAINTED
 SN1727'SILVER THROUGHOUT.  IT IS 140.63 FEET HIGH.
 SN1727'
 SN1727'THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1993 ***********************************************************************
 TE1993  DESIGNATION -  BIG COULEE LUTH CHURCH STEEPLE
 TE1993  PID         -  TE1993
 TE1993  STATE/COUNTY-  ND/RAMSEY
 TE1993  USGS QUAD   -  TILDEN (1994)
 TE1993
 TE1993                         *CURRENT SURVEY CONTROL
 TE1993  ___________________________________________________________________
 TE1993* NAD 83(1996)-  48 10 44.45599(N)    099 10 45.53752(W)     ADJUSTED  
 TE1993* NAVD 88     -                                                        
 TE1993  ___________________________________________________________________
 TE1993  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 TE1993  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 TE1993
 TE1993  HORZ ORDER  -  THIRD
 TE1993
 TE1993.The horizontal coordinates were established by classical geodetic methods
 TE1993.and adjusted by the National Geodetic Survey in January 1998..
 TE1993
 TE1993
 TE1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1993
 TE1993.The geoid height was determined by GEOID03.
 TE1993
 TE1993;                    North         East     Units Scale Factor Converg.
 TE1993;SPC ND N     -   131,926.677   698,204.080   MT  0.99993719   +0 58 58.0
 TE1993;SPC ND N     -   432,830.31  2,290,695.80   iFT  0.99993719   +0 58 58.0
 TE1993;UTM  14      - 5,336,212.916   486,670.178   MT  0.99960218   -0 08 01.1
 TE1993
 TE1993                          SUPERSEDED SURVEY CONTROL
 TE1993
 TE1993  NAD 83(1986)-  48 10 44.45541(N)    099 10 45.53585(W) AD(       ) 4
 TE1993  NAD 27      -  48 10 44.46000(N)    099 10 44.05000(W) AD(       ) 3
 TE1993
 TE1993.Superseded values are not recommended for survey control.
 TE1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1993.See file dsdata.txt to determine how the superseded data were derived.
 TE1993
 TE1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8667036213(NAD 83)
 TE1993
 TE1993  HISTORY     - Date     Condition        Report By
 TE1993  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1993
 TE1993                          STATION DESCRIPTION
 TE1993
 TE1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1993'THE STATION IS ABOUT 7 MILES EAST OF BRINSMADE ON A HIGH HILL.
 TE1993'THE ENTRANCE TO THE CHURCH YARD IS ON A NORTH SOUTH ROAD, 0.2
 TE1993'MILE SOUTH OF THE MAIN EAST-WEST ROAD WHICH RUNS THROUGH BRINSMADE.
 TE1993'THE CHURCH IS ON THE LEFT SIDE OF THE ROAD, AND HAS A LARGE
 TE1993'ORNAMENTAL IRON ENTRANCE GATE, PAINTED BLACK, WITH BIG COULEE
 TE1993'1915 IN LARGE WHITE LETTERS ACROSS THE TOP OF THE ARCH.  THE
 TE1993'CHURCH ITSELF IS 40 PACES FROM THE CENTERLINE OF THE ROAD, IS
 TE1993'ABOUT 35 BY 60 FEET, AND FACES EAST.  IT IS OF WHITE WOOD
 TE1993'CONSTRUCTION.  THE STEEPLE IS ABOUT 50 FEET HIGH, AND IS
 TE1993'OCTAGONAL IN CONSTRUCTION, WITH A STEEP BLACK ROOF, AND IS
 TE1993'BUILT OVER THE SQUARE WHITE BELFRY, WHICH HAS DOUBLE
 TE1993'WINDOWS, WITH GREEN SHUTTERS.  THE POINT SIGHTED ON WAS A 6
 TE1993'INCH GLASS BALL ON THE TOP OF THE STEEPLE.  TO REACH THE
 TE1993'CHURCH FROM BRINSMADE GO EAST ON A GRADED GRAVEL ROAD FOR 6.8
 TE1993'MILES TO A CROSS ROAD, YOU WILL CROSS U.S. HIGHWAY NO. 2 AND
 TE1993'MAUVAIS CREEK 2.1 MILES WEST OF THE CROSS ROAD, TURN SOUTH
 TE1993'FOR 0.2 MILE, AND THE CHURCH IS ON THE LEFT AS DESCRIBED.
 TE1993'
 TE1993'THE CHURCH HAS A MARBLE CORNERSTONE WHICH CARRIES THE DATE
 TE1993'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0954 ***********************************************************************
 RR0954  DESIGNATION -  BIG KNOB
 RR0954  PID         -  RR0954
 RR0954  STATE/COUNTY-  ND/GRANT
 RR0954  USGS QUAD   -  CROWN BUTTE CREEK SE (1980)
 RR0954
 RR0954                         *CURRENT SURVEY CONTROL
 RR0954  ___________________________________________________________________
 RR0954* NAD 83(1996)-  46 32 56.41860(N)    101 35 40.67938(W)     ADJUSTED  
 RR0954* NAVD 88     -       697.4    (meters)    2288.     (feet)  VERTCON   
 RR0954  ___________________________________________________________________
 RR0954  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 RR0954  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 RR0954
 RR0954  HORZ ORDER  -  FIRST
 RR0954
 RR0954.The horizontal coordinates were established by classical geodetic methods
 RR0954.and adjusted by the National Geodetic Survey in January 1998..
 RR0954
 RR0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0954
 RR0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0954
 RR0954.The geoid height was determined by GEOID03.
 RR0954
 RR0954;                    North         East     Units Scale Factor Converg.
 RR0954;SPC ND S     -    98,662.322   516,055.707   MT  0.99994822   -0 47 54.3
 RR0954;SPC ND S     -   323,695.28  1,693,096.15   iFT  0.99994822   -0 47 54.3
 RR0954;UTM  14      - 5,158,319.341   301,091.435   MT  1.00008634   -1 53 03.2
 RR0954
 RR0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0954!SPC ND S     -   0.99989381  x   0.99994822  =   0.99984203
 RR0954!UTM  14      -   0.99989381  x   1.00008634  =   0.99998014
 RR0954
 RR0954|---------------------------------------------------------------------|
 RR0954| PID    Reference Object                     Distance      Geod. Az  |
 RR0954|                                                           dddmmss.s |
 RR0954| CQ7058 BIG KNOB RM 1                         8.790 METERS 12740     |
 RR0954| CQ7057 BIG KNOB AZ MK                                     1890455.5 |
 RR0954| CQ7059 BIG KNOB RM 2                         8.730 METERS 30735     |
 RR0954|---------------------------------------------------------------------|
 RR0954
 RR0954                          SUPERSEDED SURVEY CONTROL
 RR0954
 RR0954  NAD 83(1986)-  46 32 56.41035(N)    101 35 40.67044(W) AD(       ) 1
 RR0954  NAD 27      -  46 32 56.38600(N)    101 35 39.11800(W) AD(       ) 1
 RR0954  NGVD 29 (07/19/86)  696.9    (m)         2286.     (f) VERT ANG       
 RR0954
 RR0954.Superseded values are not recommended for survey control.
 RR0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0954.See file dsdata.txt to determine how the superseded data were derived.
 RR0954
 RR0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0109158319(NAD 83)
 RR0954_MARKER: DB = BENCH MARK DISK
 RR0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0954
 RR0954  HISTORY     - Date     Condition        Report By
 RR0954  HISTORY     - 1951     MONUMENTED       USGS
 RR0954  HISTORY     - 1951     GOOD             USGS
 RR0954  HISTORY     - 1958     GOOD             CGS
 RR0954
 RR0954                          STATION DESCRIPTION
 RR0954
 RR0954'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0954'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH AND 1 MILE WEST OF
 RR0954'CARSON, ON THE SUMMIT OF A RIDGE THAT IS THE HIGHEST POINT IN
 RR0954'THE IMMEDIATE VICINITY, AND ON LAND OWNED BY JOHNIS HEINZ.
 RR0954'
 RR0954'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARSON.  GO
 RR0954'SOUTH 0.3 MILE TO STATE HIGHWAY 21.  TURN LEFT AND GO EAST ON
 RR0954'HIGHWAY 21 FOR 0.55 MILE TO A CROSSROADS.  TURN LEFT AND GO NORTH
 RR0954'ON A GRADED ROAD FOR 7.9 MILES TO A FARMHOUSE ON THE LEFT.
 RR0954'CONTINUE NORTH 0.1 MILE TO A CROSSROADS.  TURN LEFT AND GO WEST
 RR0954'ON A DIM TRACK ROAD FOR 1.0 MILE.  BEAR RIGHT AND CONTINUE
 RR0954'ON THE TRACK ROAD NORTH AND NORTHWESTERLY 0.9 MILE TO A GATE
 RR0954'AT A FENCE CORNER.  PASS THROUGH THE GATE AND CONTINUE ON THE
 RR0954'TRACK ROAD WEST AND NORTH 0.6 MILE TO A GATE.  PASS THROUGH
 RR0954'THE GATE AND CONTINUE NORTH AND NORTHWEST 0.4 MILE TO A
 RR0954'FIELD ROAD AT THE WEST SIDE OF A CULTIVATED FIELD.  TURN
 RR0954'RIGHT AND GO NORTH 0.2 MILE TO THE AZIMUTH MARK AND A GATE.
 RR0954'PASS THROUGH THE GATE AND GO NORTH ON A DIM TRACK ROAD FOR
 RR0954'0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 RR0954'
 RR0954'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 RR0954'BENCH MARK DISK SET IN THE TOP OF A 9-INCH SQUARE CONCRETE POST
 RR0954'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED BIG KNOB 1941.
 RR0954'
 RR0954'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0954'BIG KNOB USGS NO 1 1951.
 RR0954'
 RR0954'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RR0954'BIG KNOB USGS NO 2 1951.
 RR0954'
 RR0954'THE AZIMUTH MARK IS 30 FEET WEST OF THE WEST GATE POST, AND 1
 RR0954'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 RR0954'IS STAMPED BIG KNOB USGS 1951.
 RR0954'
 RR0954'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 RR0954'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0954
 RR0954                          STATION RECOVERY (1951)
 RR0954
 RR0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0954'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0954
 RR0954                          STATION RECOVERY (1958)
 RR0954
 RR0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RR0954'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0954'CONDITION.
 RR0954'
 RR0954'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM CARSON IS
 RR0954'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0926 ***********************************************************************
 QS0926  DESIGNATION -  BIGHAM
 QS0926  PID         -  QS0926
 QS0926  STATE/COUNTY-  ND/SIOUX
 QS0926  USGS QUAD   -  WATAUGA (1972)
 QS0926
 QS0926                         *CURRENT SURVEY CONTROL
 QS0926  ___________________________________________________________________
 QS0926* NAD 83(1996)-  45 56 40.52689(N)    101 34 54.90887(W)     ADJUSTED  
 QS0926* NAVD 88     -       709.5    (meters)    2328.     (feet)  VERTCON   
 QS0926  ___________________________________________________________________
 QS0926  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 QS0926  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 QS0926
 QS0926  HORZ ORDER  -  SECOND
 QS0926
 QS0926.The horizontal coordinates were established by classical geodetic methods
 QS0926.and adjusted by the National Geodetic Survey in January 1998..
 QS0926
 QS0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0926
 QS0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0926
 QS0926.The geoid height was determined by GEOID03.
 QS0926
 QS0926;                    North         East     Units Scale Factor Converg.
 QS0926;SPC ND S     -    31,471.310   516,105.356   MT  1.00005547   -0 47 20.9
 QS0926;SPC ND S     -   103,252.33  1,693,259.04   iFT  1.00005547   -0 47 20.9
 QS0926;SPC SD N     -   235,821.538   477,337.398   MT  1.00006093   -1 07 10.5
 QS0926;SPC SD N     -   773,691.16  1,566,064.45   sFT  1.00006093   -1 07 10.5
 QS0926;UTM  14      - 5,091,132.761   299,878.708   MT  1.00009236   -1 51 22.2
 QS0926
 QS0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0926!SPC ND S     -   0.99989192  x   1.00005547  =   0.99994738
 QS0926!SPC SD N     -   0.99989192  x   1.00006093  =   0.99995284
 QS0926!UTM  14      -   0.99989192  x   1.00009236  =   0.99998427
 QS0926
 QS0926:                Primary Azimuth Mark                     Grid Az
 QS0926:SPC ND S     -  BIGHAM AZ MK                             092 25 56.5
 QS0926:SPC SD N     -  BIGHAM AZ MK                             092 45 46.1
 QS0926:UTM  14      -  BIGHAM AZ MK                             093 29 57.8
 QS0926
 QS0926|---------------------------------------------------------------------|
 QS0926| PID    Reference Object                     Distance      Geod. Az  |
 QS0926|                                                           dddmmss.s |
 QS0926| CQ7063 BIGHAM AZ MK                                       0913835.6 |
 QS0926| CQ7064 BIGHAM RM 1                          30.419 METERS 10715     |
 QS0926| QS0925 BOUNDARY MP 242 ND SD               107.899 METERS 24658     |
 QS0926| CQ7065 BIGHAM RM 2                          41.041 METERS 33200     |
 QS0926|---------------------------------------------------------------------|
 QS0926
 QS0926                          SUPERSEDED SURVEY CONTROL
 QS0926
 QS0926  NAD 83(1986)-  45 56 40.51857(N)    101 34 54.90576(W) AD(       ) 2
 QS0926  NAD 27      -  45 56 40.50000(N)    101 34 53.43300(W) AD(       ) 2
 QS0926  NGVD 29 (07/19/86)  709.0    (m)         2326.     (f) VERT ANG       
 QS0926
 QS0926.Superseded values are not recommended for survey control.
 QS0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0926.See file dsdata.txt to determine how the superseded data were derived.
 QS0926
 QS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9987991133(NAD 83)
 QS0926_MARKER: DS = TRIANGULATION STATION DISK
 QS0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QS0926+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 QS0926
 QS0926  HISTORY     - Date     Condition        Report By
 QS0926  HISTORY     - 1934     MONUMENTED       CGS
 QS0926  HISTORY     - 1952     GOOD             CGS
 QS0926  HISTORY     - 1959     GOOD             CGS
 QS0926  HISTORY     - 20050421 GOOD             USFS
 QS0926
 QS0926                          STATION DESCRIPTION
 QS0926
 QS0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0926'STATION IS LOCATED NEAR THE SW CORNER, OF THE SW 1/4 SEC. 33,
 QS0926'IN T 129 N, R 87 W, ABOUT 1.4 MILES N AND 2.0 MILES W OF
 QS0926'WATAUGA.  IT IS 150 FEET N OF THE STATE LINE AND 354 FEET
 QS0926'E OF NE OF MILEPOST 242 ON A SMALL GRASSY KNOLL IN PASTURE
 QS0926'LAND OWNED BY J.L. BIGHAM WHO LIVES 1.0 MILE N AND 1/2
 QS0926'MILE E OF STATION.  MARK IS SET N OF E-W ROAD 150 FEET.
 QS0926'
 QS0926'SURFACE, UNDERGROUND, REFERNCE AND AZIMUTH MARKS ARE STANDARD
 QS0926'BRONZE DISKS SET IN CONCRETE.
 QS0926'
 QS0926'REFERENCE MARK NO. 1 IS 30.419 METERS (99.80 FEET) E OF SE OF
 QS0926'STATION ON SE EDGE OF KNOLL ON WHICH STATION IS LOCATED.
 QS0926'
 QS0926'REFERENCE MARK NO. 2 IS 41.041 METERS (134.65 FEET) N OF NW OF
 QS0926'STATION NEAR CENTER OF KNOLL.
 QS0926'
 QS0926'AZIMUTH MARK IS APPROXIMATELY 0.95 MILE E OF STATION AT POINT
 QS0926'WHERE E AND W GRADED ROAD TURNS N AND PRAIRIE ROAD CONTINUES
 QS0926'W ALONG BOUNDARY LINE OF NORTH DAKOTA AND SOUTH DAKOTA.  IT IS
 QS0926'5 FEE W OF MILEPOST 241.
 QS0926'
 QS0926'STATION IS REACHED FROM WATAUGA BY GOING W ON U.S. HIGHWAY
 QS0926'12, 0.65 MILE, THEN LEAVE U.S. HIGHWAY 12 JUST E OF CONCRETE
 QS0926'BRIDGE, TURN RIGHT (N) ON GRADED ROAD AND GO 1.4 MILES TO
 QS0926'STATE LINE, TURN LEFT (W) ALONG STATE LINE 0.25 MILE TO MILEPOST
 QS0926'241 AND GRADED ROAD TURNING N, CONTINUE W ON PRAIRIE ROAD
 QS0926'ALONG STATE LINE 0.95 MILE.
 QS0926
 QS0926                          STATION RECOVERY (1952)
 QS0926
 QS0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0926'THE STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED.
 QS0926'
 QS0926'THE STATION WAS NOT OCCUPIED.
 QS0926
 QS0926                          STATION RECOVERY (1959)
 QS0926
 QS0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0926'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0926'CONDITION.
 QS0926'
 QS0926'THE DESCRIPTION TO REACH THE STATION FROM WATAUGA IS ADEQUATE
 QS0926'FOR RECOVERY.
 QS0926
 QS0926                          STATION RECOVERY (2005)
 QS0926
 QS0926'RECOVERY NOTE BY US FOREST SERVICE 2005 (MSA)
 QS0926'RECOVERED MONUMENT AND RM'S AND STATE BOUNDARY MONUMENT 242 IN GOOD
 QS0926'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1799 ***********************************************************************
 TE1799  DESIGNATION -  BILL
 TE1799  PID         -  TE1799
 TE1799  STATE/COUNTY-  ND/RAMSEY
 TE1799  USGS QUAD   -  STARKWEATHER NE (1994)
 TE1799
 TE1799                         *CURRENT SURVEY CONTROL
 TE1799  ___________________________________________________________________
 TE1799* NAD 83(1996)-  48 24 48.13037(N)    098 45 35.05333(W)     ADJUSTED  
 TE1799* NAVD 88     -       458.6    (meters)    1505.     (feet)  VERTCON   
 TE1799  ___________________________________________________________________
 TE1799  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TE1799  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 TE1799
 TE1799  HORZ ORDER  -  SECOND
 TE1799
 TE1799.The horizontal coordinates were established by classical geodetic methods
 TE1799.and adjusted by the National Geodetic Survey in January 1998..
 TE1799
 TE1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1799
 TE1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1799
 TE1799.The geoid height was determined by GEOID03.
 TE1799
 TE1799;                    North         East     Units Scale Factor Converg.
 TE1799;SPC ND N     -   158,597.932   728,809.766   MT  0.99995228   +1 17 42.0
 TE1799;SPC ND N     -   520,334.42  2,391,108.16   iFT  0.99995228   +1 17 42.0
 TE1799;UTM  14      - 5,362,274.074   517,778.886   MT  0.99960388   +0 10 46.9
 TE1799
 TE1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1799!SPC ND N     -   0.99993191  x   0.99995228  =   0.99988419
 TE1799!UTM  14      -   0.99993191  x   0.99960388  =   0.99953582
 TE1799
 TE1799|---------------------------------------------------------------------|
 TE1799| PID    Reference Object                     Distance      Geod. Az  |
 TE1799|                                                           dddmmss.s |
 TE1799| CO7359 BILL RM 2                            19.631 METERS 08534     |
 TE1799| TE1806 BERGEN LUTHERAN CHURCH SPIRE        APPROX.12.7 KM 2554546.7 |
 TE1799| CO7358 BILL RM 1                            20.040 METERS 27443     |
 TE1799|---------------------------------------------------------------------|
 TE1799
 TE1799                          SUPERSEDED SURVEY CONTROL
 TE1799
 TE1799  NAD 83(1986)-  48 24 48.12853(N)    098 45 35.04879(W) AD(       ) 2
 TE1799  NAD 27      -  48 24 48.10568(N)    098 45 33.60103(W) AD(       ) 2
 TE1799  NGVD 29 (07/19/86)  458.2    (m)         1503.     (f) VERT ANG       
 TE1799
 TE1799.Superseded values are not recommended for survey control.
 TE1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1799.See file dsdata.txt to determine how the superseded data were derived.
 TE1799
 TE1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1777962274(NAD 83)
 TE1799_MARKER: DD = SURVEY DISK
 TE1799_SETTING: 0 = UNSPECIFIED SETTING
 TE1799
 TE1799  HISTORY     - Date     Condition        Report By
 TE1799  HISTORY     - 1968     MONUMENTED       USGS
 TE1799
 TE1799                          STATION DESCRIPTION
 TE1799
 TE1799'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1799'THE STATION IS ABOUT 6.0 MI ESE. OF STARKWEATHER, ABOUT 250 FT W. OF
 TE1799'THE E. SIXTEENTH COR. BETWEEN SECS. 15 AND 22, T. 157 N., R. 63 W.,
 TE1799'ABOUT 0.3 MI W. OF A T-RD. S., ON THE S. BANK OF HWY. CUT.
 TE1799'
 TE1799'TO REACH FROM THE JCT. OF ST. HWY. 17 AND ST. HWY. 20 ABOUT 2.8 MI
 TE1799'S. OF STARKWEATHER, GO E. ON ST. HWY. 17 FOR 5.0 MI TO A CROSSROAD,
 TE1799'CONTINUE E. FOR 0.7 MI TO TOP OF LOW HILL, HWY. CUT BANK, AND THE
 TE1799'STATION ON THE RIGHT.
 TE1799'
 TE1799'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1799'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1799'TO WITHIN 1 IN. OF CAP, STAMPED ET BILL 1968 IS 97 FT S. CENTER
 TE1799'HWY., 2.5 FT N. AND 10 FT W. OF A POWERLINE POLE, 2.5 FT N. OF
 TE1799'USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 TE1799'
 TE1799'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1799'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1799'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BILL NO 1 1968 IS W. OF THE
 TE1799'STATION, 92 FT S. CENTER HWY., 8 FT N. AND 76 FT W. OF A POWERLINE
 TE1799'POLE, THE MARK IS FLUSH WITH THE GROUND.
 TE1799'
 TE1799'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1799'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1799'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BILL NO 2 1968 IS E. OF THE
 TE1799'STATION, 92 FT S. CENTER HWY., 7 FT N. AND 54 FT E. OF A POWERLINE
 TE1799'POLE, THE MARK IS FLUSH WITH THE GROUND.
 TE1799'
 TE1799'NO AZIMUTH MARK SET.
 TE1799'
 TE1799'REFERENCE AZIMUTH USED - BERGEN LUTHERAN CHURCH SPIRE.  THE CHURCH IS
 TE1799'LOCATED ABOUT 5.0 MI SSW. OF STARKWEATHER, IN THE SW. COR. OF SEC.
 TE1799'28, T. 157 N., R. 64 W. POINT SIGHTED WAS THE TOP OF SPIRE LOCATED
 TE1799'ON THE S. END OF THE WOOD FRAME CHURCH PAINTED WHITE.  THE SPIRE
 TE1799'IS GREEN.  A CEMETERY IS IMMEDIATELY TO THE W. OF THE CHURCH, IN
 TE1799'THE SAME YARD.
 TE1799'
 TE1799'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1625 ***********************************************************************
 SN1625  DESIGNATION -  BILL
 SN1625  PID         -  SN1625
 SN1625  STATE/COUNTY-  ND/MCLEAN
 SN1625  USGS QUAD   -  BENEDICT SW (1981)
 SN1625
 SN1625                         *CURRENT SURVEY CONTROL
 SN1625  ___________________________________________________________________
 SN1625* NAD 83(1996)-  47 45 44.00799(N)    101 11 09.79768(W)     ADJUSTED  
 SN1625* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 SN1625  ___________________________________________________________________
 SN1625  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 SN1625  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SN1625
 SN1625  HORZ ORDER  -  SECOND
 SN1625
 SN1625.The horizontal coordinates were established by classical geodetic methods
 SN1625.and adjusted by the National Geodetic Survey in January 1998..
 SN1625
 SN1625.The orthometric height was scaled from a topographic map.
 SN1625
 SN1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1625
 SN1625.The geoid height was determined by GEOID03.
 SN1625
 SN1625;                    North         East     Units Scale Factor Converg.
 SN1625;SPC ND N     -    84,973.436   548,571.267   MT  0.99995160   -0 30 37.9
 SN1625;SPC ND N     -   278,784.24  1,799,774.50   iFT  0.99995160   -0 30 37.9
 SN1625;UTM  14      - 5,292,187.226   336,186.003   MT  0.99992976   -1 37 07.8
 SN1625
 SN1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1625!SPC ND N     -   0.99990188  x   0.99995160  =   0.99985348
 SN1625!UTM  14      -   0.99990188  x   0.99992976  =   0.99983164
 SN1625
 SN1625|---------------------------------------------------------------------|
 SN1625| PID    Reference Object                     Distance      Geod. Az  |
 SN1625|                                                           dddmmss.s |
 SN1625| CQ7066 BILL RM 1                            11.997 METERS 00104     |
 SN1625| CQ7067 BILL RM 2                            11.281 METERS 18228     |
 SN1625| SN1635 SNOW                                APPROX.14.9 KM 2171520.9 |
 SN1625|---------------------------------------------------------------------|
 SN1625
 SN1625                          SUPERSEDED SURVEY CONTROL
 SN1625
 SN1625  NAD 83(1986)-  47 45 44.00851(N)    101 11 09.79256(W) AD(       ) 2
 SN1625  NAD 27      -  47 45 44.00430(N)    101 11 08.23580(W) AD(       ) 2
 SN1625
 SN1625.Superseded values are not recommended for survey control.
 SN1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1625.See file dsdata.txt to determine how the superseded data were derived.
 SN1625
 SN1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3618692187(NAD 83)
 SN1625_MARKER: DS = TRIANGULATION STATION DISK
 SN1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1625
 SN1625  HISTORY     - Date     Condition        Report By
 SN1625  HISTORY     - 1962     MONUMENTED       CGS
 SN1625
 SN1625                          STATION DESCRIPTION
 SN1625
 SN1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1625'THE STATION IS LOCATED 5-1/4 MILES EAST AND 4 MILES SOUTH OF THE
 SN1625'TOWN OF MAX, ON THE SE 1/4 OF SEC. 33, T150N, R82W, ON A HILL
 SN1625'IN A FENCE LINE.
 SN1625'
 SN1625'TO REACH FROM THE POST OFFICE IN MAX, GO EAST ON A GRAVELED
 SN1625'STREET FOR 0.1 MILE TO U.S. HIGHWAY 83.  TURN RIGHT AND GO
 SN1625'SOUTH ON U.S. HIGHWAY 83 FOR 3.1 MILE TO A CROSSROAD.  TURN
 SN1625'LEFT AND GO EAST ON A GRAVELED ROAD FOR 5 MILES TO A CROSSROAD.
 SN1625'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A
 SN1625'SLOUGH ON THE LEFT.  TURN LEFT LEAVING THE GRAVELED ROAD AND
 SN1625'GO EAST AROUND THE EAST SIDE OF SLOUGH, THEN GO SOUTH ACROSS A
 SN1625'FIELD FOR 0.5 MILE TO THE HIGHEST POINT AND THE STATION.
 SN1625'
 SN1625'THE STATION MARK IS A STANDARD DISK STAMPED BILL 1962 AND IS
 SN1625'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1625'PROJECTS 3 INCHES.  IT IS 4.1 FEET SOUTHEAST OF THE WITNESS
 SN1625'POST AND 3.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 SN1625'
 SN1625'REFERENCE MARK NO. 1, STAMPED BILL NO 1 1962, IS A STANDARD
 SN1625'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1625'WHICH PROJECTS 4 INCHES.  IT IS 36.6 FEET NORTH OF A WITNESS
 SN1625'POST AND 4 FEET EAST OF A FENCE.
 SN1625'
 SN1625'REFERENCE MARK NO. 2, STAMPED BILL NO 2 1962, IS A STANDARD
 SN1625'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1625'WHICH PROJECTS 4 INCHES.  IT IS 39.9 FEET SOUTH OF THE WITNESS
 SN1625'POST AND 2 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0831 ***********************************************************************
 RR0831  DESIGNATION -  BILLINGER
 RR0831  PID         -  RR0831
 RR0831  STATE/COUNTY-  ND/SIOUX
 RR0831  USGS QUAD   -  HALF TIMBER BUTTE (1971)
 RR0831
 RR0831                         *CURRENT SURVEY CONTROL
 RR0831  ___________________________________________________________________
 RR0831* NAD 83(1996)-  46 19 41.49370(N)    100 48 48.04336(W)     ADJUSTED  
 RR0831* NAVD 88     -       618.9    (meters)    2031.     (feet)  VERTCON   
 RR0831  ___________________________________________________________________
 RR0831  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 RR0831  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 RR0831
 RR0831  HORZ ORDER  -  FIRST
 RR0831
 RR0831.The horizontal coordinates were established by classical geodetic methods
 RR0831.and adjusted by the National Geodetic Survey in January 1998..
 RR0831
 RR0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0831
 RR0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0831
 RR0831.The geoid height was determined by GEOID03.
 RR0831
 RR0831;                    North         East     Units Scale Factor Converg.
 RR0831;SPC ND S     -    73,581.049   575,871.817   MT  0.99997467   -0 13 42.8
 RR0831;SPC ND S     -   241,407.64  1,889,343.23   iFT  0.99997467   -0 13 42.8
 RR0831;UTM  14      - 5,132,110.863   360,421.995   MT  0.99983948   -1 18 42.5
 RR0831
 RR0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0831!SPC ND S     -   0.99990632  x   0.99997467  =   0.99988099
 RR0831!UTM  14      -   0.99990632  x   0.99983948  =   0.99974581
 RR0831
 RR0831:                Primary Azimuth Mark                     Grid Az
 RR0831:SPC ND S     -  LEINGANG                                 036 22 05.6
 RR0831:UTM  14      -  LEINGANG                                 037 27 05.3
 RR0831
 RR0831|---------------------------------------------------------------------|
 RR0831| PID    Reference Object                     Distance      Geod. Az  |
 RR0831|                                                           dddmmss.s |
 RR0831| RR0812 LEINGANG                            APPROX.10.3 KM 0360822.8 |
 RR0831| CO4378 BILLINGER AZ MK                                    0905302.8 |
 RR0831| CO4379 BILLINGER RM 1                                     20703     |
 RR0831| CO4380 BILLINGER RM 2                                     30434     |
 RR0831|---------------------------------------------------------------------|
 RR0831
 RR0831                          SUPERSEDED SURVEY CONTROL
 RR0831
 RR0831  NAD 83(1986)-  46 19 41.48624(N)    100 48 48.03458(W) AD(       ) 1
 RR0831  NAD 27      -  46 19 41.50100(N)    100 48 46.55500(W) AD(       ) 1
 RR0831  NGVD 29 (07/19/86)  618.5    (m)         2029.     (f) VERT ANG       
 RR0831
 RR0831.Superseded values are not recommended for survey control.
 RR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0831.See file dsdata.txt to determine how the superseded data were derived.
 RR0831
 RR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6042232111(NAD 83)
 RR0831_MARKER: DS = TRIANGULATION STATION DISK
 RR0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0831
 RR0831  HISTORY     - Date     Condition        Report By
 RR0831  HISTORY     - 1934     MONUMENTED       CGS
 RR0831  HISTORY     - 1947     GOOD             CGS
 RR0831  HISTORY     - 1957     GOOD             CGS
 RR0831
 RR0831                          STATION DESCRIPTION
 RR0831
 RR0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0831'STATION IS LOCATED ON TOP OF A SHARP, ROUND PEAK ABOUT 4-1/2
 RR0831'MILES S OF THE TOWN OF SOLEN AND THE CANNONBALL RIVER, 1 MILE
 RR0831'W OF A GRADED ROAD, AND 1/4 MILE WSW OF ED BULLINGERS HOUSE,
 RR0831'WHICH IS RED AND ONE-STORY.  THERE IS A BARN IN THE COULEE
 RR0831'ABOUT 50 YARDS W OF THE HOUSE.
 RR0831'
 RR0831'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 RR0831'DISKS SET IN CONCRETE.
 RR0831'
 RR0831'REFERENCE MARK NO. 1 IS SW OF THE STATION.
 RR0831'
 RR0831'REFERENCE MARK NO. 2 IS NW OF THE STATION.
 RR0831'
 RR0831'THE AZIMUTH MARK IS E OF THE STATION.  IT IS LOCATED 29 FEET
 RR0831'W OF THE GRADED ROAD, 1-1/2 FEET E OF N AND S FENCE, AND 28
 RR0831'FEET N OF WIRE GATE IN SAME FENCE.
 RR0831'
 RR0831'THE STATION MAY BE REACHED FROM SOLEN, BY DRIVING S FROM THE
 RR0831'POST OFFICE 4.6 MILES ON THE MAIN-GRADED DIRT ROAD, WHICH WINDS
 RR0831'UP THROUGH THE HILLS.  LEAVE THE GRADED ROAD AND TURN W FOLLOWING
 RR0831'THE PLAINEST TRACKS LEADING TOWARD THE PROMINENT BUTTE, WHICH
 RR0831'IS VISIBLE 1 MILE W, AND ON WHICH THE STATION IS LOCATED,
 RR0831'0.7 MILE.  AT A RED ONE-STORY HOUSE OWNED BY ED BULLINGER,
 RR0831'CONTINUE W ON TOP OF HILL AND STATION, 0.2 MILE.
 RR0831'
 RR0831'A 15-FOOT STAND WILL CLEAR ALL LINES.
 RR0831
 RR0831                          STATION RECOVERY (1947)
 RR0831
 RR0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 RR0831'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0831'CONDITION.  THE DESCRIPTION TO REACH STATION FROM SOLEN IS
 RR0831'ADEQUATE.
 RR0831
 RR0831                          STATION RECOVERY (1957)
 RR0831
 RR0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0831'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 RR0831'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN HIT BY ROAD
 RR0831'MACHINERY AND WAS TILTED TO ABOUT A 45 DEGREE ANGLE.  THE DISK
 RR0831'WAS REMOVED SO THE AZIMUTH MARK WAS DESTROYED.
 RR0831'
 RR0831'THE DESCRIPTION TO REACH THE STATION FROM SOLEN IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1732 ***********************************************************************
 TE1732  DESIGNATION -  BINA
 TE1732  PID         -  TE1732
 TE1732  STATE/COUNTY-  ND/CAVALIER
 TE1732  USGS QUAD   -  LANGDON EAST (1983)
 TE1732
 TE1732                         *CURRENT SURVEY CONTROL
 TE1732  ___________________________________________________________________
 TE1732* NAD 83(1996)-  48 51 23.84300(N)    098 15 19.67230(W)     ADJUSTED  
 TE1732* NAVD 88     -       493.5    (meters)    1619.     (feet)  VERTCON   
 TE1732  ___________________________________________________________________
 TE1732  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 TE1732  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 TE1732
 TE1732  HORZ ORDER  -  SECOND
 TE1732
 TE1732.The horizontal coordinates were established by classical geodetic methods
 TE1732.and adjusted by the National Geodetic Survey in January 1998..
 TE1732
 TE1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1732
 TE1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1732
 TE1732.The geoid height was determined by GEOID03.
 TE1732
 TE1732;                    North         East     Units Scale Factor Converg.
 TE1732;SPC ND N     -   208,833.005   764,688.669   MT  1.00002679   +1 40 12.8
 TE1732;SPC ND N     -   685,147.65  2,508,821.09   iFT  1.00002679   +1 40 12.8
 TE1732;UTM  14      - 5,411,784.669   554,613.139   MT  0.99963664   +0 33 38.5
 TE1732
 TE1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1732!SPC ND N     -   0.99992654  x   1.00002679  =   0.99995332
 TE1732!UTM  14      -   0.99992654  x   0.99963664  =   0.99956320
 TE1732
 TE1732|---------------------------------------------------------------------|
 TE1732| PID    Reference Object                     Distance      Geod. Az  |
 TE1732|                                                           dddmmss.s |
 TE1732| CO7360 BINA RM 1                            13.633 METERS 18006     |
 TE1732| CO7361 BINA RM 2                            16.093 METERS 35925     |
 TE1732| TE1729 REBAR 905                           APPROX. 3.3 KM 3594730.3 |
 TE1732|---------------------------------------------------------------------|
 TE1732
 TE1732                          SUPERSEDED SURVEY CONTROL
 TE1732
 TE1732  NAD 83(1986)-  48 51 23.83531(N)    098 15 19.66260(W) AD(       ) 2
 TE1732  NAD 27      -  48 51 23.84342(N)    098 15 18.25676(W) AD(       ) 2
 TE1732  NGVD 29 (07/19/86)  493.1    (m)         1618.     (f) VERT ANG       
 TE1732
 TE1732.Superseded values are not recommended for survey control.
 TE1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1732.See file dsdata.txt to determine how the superseded data were derived.
 TE1732
 TE1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5461311785(NAD 83)
 TE1732_MARKER: DD = SURVEY DISK
 TE1732_SETTING: 0 = UNSPECIFIED SETTING
 TE1732
 TE1732  HISTORY     - Date     Condition        Report By
 TE1732  HISTORY     - 1969     MONUMENTED       USGS
 TE1732
 TE1732                          STATION DESCRIPTION
 TE1732
 TE1732'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1732'THE STATION IS ABOUT 8.2 MI NE. OF LANGDON, ABOUT 450 FT N. QUARTER
 TE1732'COR. BETWEEN SECS. 14 AND 15, T. 162 N., R. 59 W., ABOUT 0.15 MI N.
 TE1732'OF A T-DRIVE W. ON TOP OF A SMALL RIDGE.
 TE1732'
 TE1732'TO REACH FROM THE INTERSECTION OF ST. HWY. 1 AND 5 AT THE NE. EDGE
 TE1732'OF LANGDON, GO N. ON ST. HWY. 1 FOR 6.0 MI TO A CROSSROAD, TURN
 TE1732'RIGHT AND GO E. FOR 5.0 MI TO A CROSSROAD, TURN LEFT AND GO N. FOR
 TE1732'0.5 MI TO FIELD ENTRANCE W. AND A WIRE GATE ON THE E., CONTINUE N.
 TE1732'FOR ABOUT 450 FT TO TOP OF RIDGE AND THE STATION ON THE RIGHT.
 TE1732'
 TE1732'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1732'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL TO
 TE1732'WITHIN 1 IN. OF CAP, STAMPED ET BINA 1969, IS W. OF AN ELECTRIC
 TE1732'POWER LINE, 454 FT N. CENTER OF A WIRE GATE, 2.0 FT W. OF THE E.
 TE1732'RIGHT-OF-WAY FENCE, 128 FT N. AND 81 FT W. OF POWER LINE POLE NO.
 TE1732'96.  46 FT E. CENTER N.-S. RD., 2 FT W. OF A USGS WITNESS POST,
 TE1732'THE MARK IS FLUSH WITH THE GROUND.
 TE1732'
 TE1732'REFRENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1732'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1732'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BINA NO 1 1969 IS S. OF THE
 TE1732'STATION, 46 FT E. OF CENTER N.-S. RD., 2 FT W. OF THE E.
 TE1732'RIGHT-OF-WAY FENCE, THE MARK IS FLUSH WITH THE GROUND.
 TE1732'
 TE1732'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1732'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG DIAMETER TILE 12 IN.
 TE1732'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BINA NO 2
 TE1732'1969 IS N. OF THE STATION, 46 FT E. CENTER N.-S. RD., 2.5 FT W.
 TE1732'OF THE E.  RIGHT-OF-WAY FENCE, THE MARK IS FLUSH WITH THE GROUND.
 TE1732'
 TE1732'NO AZIMUTH MARK SET.
 TE1732'
 TE1732'REFERENCE AZIMUTH USED - STILWELL COMMUNITY CHURCH SPIRE, CENTER
 TE1732'CHURCH SPIRE, 80 FT W. CENTER RD., NEAR THE S. SIXTEENTH COR.
 TE1732'BETWEEN SECS. 3 AND 4, T. 162 N., R. 59 W.
 TE1732'
 TE1732'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1115 ***********************************************************************
 SM1115  DESIGNATION -  BINFORD
 SM1115  PID         -  SM1115
 SM1115  STATE/COUNTY-  ND/GRIGGS
 SM1115  USGS QUAD   -  BINFORD (1961)
 SM1115
 SM1115                         *CURRENT SURVEY CONTROL
 SM1115  ___________________________________________________________________
 SM1115* NAD 83(1996)-  47 33 58.44128(N)    098 19 09.92471(W)     ADJUSTED  
 SM1115* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 SM1115  ___________________________________________________________________
 SM1115  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 SM1115  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 SM1115
 SM1115  HORZ ORDER  -  FIRST
 SM1115
 SM1115.The horizontal coordinates were established by classical geodetic methods
 SM1115.and adjusted by the National Geodetic Survey in January 1998..
 SM1115
 SM1115.The orthometric height was scaled from a topographic map.
 SM1115
 SM1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1115
 SM1115.The geoid height was determined by GEOID03.
 SM1115
 SM1115;                    North         East     Units Scale Factor Converg.
 SM1115;SPC ND N     -    65,277.401   764,059.888   MT  0.99997652   +1 37 21.5
 SM1115;SPC ND N     -   214,164.70  2,506,758.16   iFT  0.99997652   +1 37 21.5
 SM1115;UTM  14      - 5,268,315.132   551,191.943   MT  0.99963220   +0 30 08.3
 SM1115
 SM1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1115!SPC ND N     -   0.99992601  x   0.99997652  =   0.99990253
 SM1115!UTM  14      -   0.99992601  x   0.99963220  =   0.99955824
 SM1115
 SM1115:                Primary Azimuth Mark                     Grid Az
 SM1115:SPC ND N     -  MC VILLE MUNICIPAL TANK                  023 51 12.1
 SM1115:UTM  14      -  MC VILLE MUNICIPAL TANK                  024 58 25.3
 SM1115
 SM1115|---------------------------------------------------------------------|
 SM1115| PID    Reference Object                     Distance      Geod. Az  |
 SM1115|                                                           dddmmss.s |
 SM1115| SM1113 MC VILLE MUNICIPAL TANK             APPROX.24.8 KM 0252833.6 |
 SM1115| SM1114 JESSIE FARM MERC ELEV CO ELEV       APPROX. 6.7 KM 1152049.1 |
 SM1115| CO4382 BINFORD RM 1                         18.468 METERS 15326     |
 SM1115| SM1117 BINFORD PEAVEY ELEV CO E ELEV       APPROX. 2.1 KM 2474958.7 |
 SM1115| SM1116 BINFORD PEAVEY ELEV CO W ELEV       APPROX. 2.3 KM 2532206.7 |
 SM1115| SM1119 MOSE GREAT WEST GRAIN CO ELEV       APPROX.10.2 KM 2780948.8 |
 SM1115| CO4381 BINFORD AZ MK                                      2921905.2 |
 SM1115| CO4383 BINFORD RM 2                         17.550 METERS 32655     |
 SM1115|---------------------------------------------------------------------|
 SM1115
 SM1115                          SUPERSEDED SURVEY CONTROL
 SM1115
 SM1115  NAD 83(1986)-  47 33 58.44096(N)    098 19 09.92119(W) AD(       ) 1
 SM1115  NAD 27      -  47 33 58.46800(N)    098 19 08.58100(W) AD(       ) 1
 SM1115
 SM1115.Superseded values are not recommended for survey control.
 SM1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1115.See file dsdata.txt to determine how the superseded data were derived.
 SM1115
 SM1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT5119268315(NAD 83)
 SM1115_MARKER: DS = TRIANGULATION STATION DISK
 SM1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1115
 SM1115  HISTORY     - Date     Condition        Report By
 SM1115  HISTORY     - 1941     MONUMENTED       CGS
 SM1115
 SM1115                          STATION DESCRIPTION
 SM1115
 SM1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1115'STATION IS LOCATED ABOUT 1-1/4 MILES E AND 1/4 MILE N OF THE
 SM1115'BINFORD POST OFFICE, NEAR THE CENTER OF SEC. 9, T. 147 N, R. 60 W,
 SM1115'ON THE HIGHEST POINT OF A HILL, ON LAND OWNED BY FRED A. OIEN
 SM1115'AND ABOUT 3/4 MILE SE OF THE OIEN HOUSE.  IT IS ABOUT 60 FEET
 SM1115'NW OF THE HIGHEST POINT OF THE HILL, STAMPED BINFORD 1941 AND
 SM1115'PROJECTS ABOUT 10 INCHES.
 SM1115'
 SM1115'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 SM1115'DISKS SET IN CONCRETE.
 SM1115'
 SM1115'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 SM1115'IN A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 SM1115'IT IS STAMPED BINFORD NO. 1 1941.
 SM1115'
 SM1115'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 SM1115'IN A LARGE BOULDER WHICH PROJECTS ABOUT 18 INCHES.  IT IS STAMPED
 SM1115'BINFORD NO. 2 1941.
 SM1115'
 SM1115'THE AZIMUTH MARK IS WNW OF THE STATION, 42 FEET E OF A N-S
 SM1115'ROAD, 60 FEET SW OF THE OIEN HOUSE, 18 FEET E OF A FENCE CORNER,
 SM1115'4 FEET E OF A WHITE REFERENCE POST AND 2 FEET S OF A FENCE.  IT IS
 SM1115'STAMPED BINFORD 1941 AND PROJECTS ABOUT 4 INCHES.
 SM1115'
 SM1115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1
 SM1115'AND 65, ABOUT 1 MILE E OF THE TOWN OF BINFORD, GO N ON A
 SM1115'GRAVEL ROAD ACROSS RAILROAD TRACKS FOR 0.95 MILE TO THE OIEN FARM
 SM1115'ON THE RIGHT AND THE AZIMUTH MARK NEAR THE HOUSE, TURN RIGHT
 SM1115'THROUGH BARNYARD AND GO 0.15 MILE TO A WIRE GATE, PASS THROUGH
 SM1115'GATE AND CONTINUE E 0.15 MILE TO A WIRE GATE, PASS THROUGH
 SM1115'GATE AND GO ESE 0.15 MILE TO A GAP IN A N-S FENCE LINE, PASS
 SM1115'THROUGH FENCE AND GO SE ABOUT 0.2 MILE TO THE HIGHEST POINT
 SM1115'OF HILL AND STATION.
 SM1115'
 SM1115'ALL STATIONS OBSERVED FROM THIS STATION ARE VISIBLE FROM THE
 SM1115'GROUND.
 SM1115'
 SM1115'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1118 ***********************************************************************
 SM1118  DESIGNATION -  BINFORD LUTHERAN CHURCH SPIRE
 SM1118  PID         -  SM1118
 SM1118  STATE/COUNTY-  ND/GRIGGS
 SM1118  USGS QUAD   -  BINFORD (1961)
 SM1118
 SM1118                         *CURRENT SURVEY CONTROL
 SM1118  ___________________________________________________________________
 SM1118* NAD 83(1996)-  47 33 51.64635(N)    098 20 36.54743(W)     ADJUSTED  
 SM1118* NAVD 88     -                                                        
 SM1118  ___________________________________________________________________
 SM1118  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 SM1118  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM1118
 SM1118  HORZ ORDER  -  THIRD
 SM1118
 SM1118.The horizontal coordinates were established by classical geodetic methods
 SM1118.and adjusted by the National Geodetic Survey in January 1998..
 SM1118
 SM1118
 SM1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1118
 SM1118.The geoid height was determined by GEOID03.
 SM1118
 SM1118;                    North         East     Units Scale Factor Converg.
 SM1118;SPC ND N     -    65,016.648   762,255.899   MT  0.99997682   +1 36 17.0
 SM1118;SPC ND N     -   213,309.21  2,500,839.56   iFT  0.99997682   +1 36 17.0
 SM1118;UTM  14      - 5,268,089.777   549,383.827   MT  0.99962997   +0 29 04.3
 SM1118
 SM1118                          SUPERSEDED SURVEY CONTROL
 SM1118
 SM1118  NAD 83(1986)-  47 33 51.64585(N)    098 20 36.54325(W) AD(       ) 4
 SM1118  NAD 27      -  47 33 51.67400(N)    098 20 35.19900(W) AD(       ) 3
 SM1118
 SM1118.Superseded values are not recommended for survey control.
 SM1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1118.See file dsdata.txt to determine how the superseded data were derived.
 SM1118
 SM1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT4938468090(NAD 83)
 SM1118_MARKER: 90 = CHURCH SPIRE
 SM1118
 SM1118  HISTORY     - Date     Condition        Report By
 SM1118  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1118
 SM1118                          STATION DESCRIPTION
 SM1118
 SM1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1118'THIS INTERSECTION STATION IS LOCATED IN THE N EDGE OF BINFORD
 SM1118'ON THE W SIDE OF STATE HIGHWAY 1 ABOUT 0.3 MILE N OF THE
 SM1118'NORTHERN PACIFIC RAILROAD CROSSING.
 SM1118'
 SM1118'IT WAS BUILT ABOUT 1906, IS PAINTED WHITE, HAS A WEATHER VANE AND
 SM1118'BALL AT ITS APEX AND IS ABOUT 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1116 ***********************************************************************
 SM1116  DESIGNATION -  BINFORD PEAVEY ELEV CO W ELEV
 SM1116  PID         -  SM1116
 SM1116  STATE/COUNTY-  ND/GRIGGS
 SM1116  USGS QUAD   -  BINFORD (1961)
 SM1116
 SM1116                         *CURRENT SURVEY CONTROL
 SM1116  ___________________________________________________________________
 SM1116* NAD 83(1996)-  47 33 37.50901(N)    098 20 53.38704(W)     ADJUSTED  
 SM1116* NAVD 88     -                                                        
 SM1116  ___________________________________________________________________
 SM1116  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 SM1116  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM1116
 SM1116  HORZ ORDER  -  THIRD
 SM1116
 SM1116.The horizontal coordinates were established by classical geodetic methods
 SM1116.and adjusted by the National Geodetic Survey in January 1998..
 SM1116
 SM1116
 SM1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1116
 SM1116.The geoid height was determined by GEOID03.
 SM1116
 SM1116;                    North         East     Units Scale Factor Converg.
 SM1116;SPC ND N     -    64,570.367   761,916.244   MT  0.99997744   +1 36 04.5
 SM1116;SPC ND N     -   211,845.04  2,499,725.21   iFT  0.99997744   +1 36 04.5
 SM1116;UTM  14      - 5,267,650.373   549,035.633   MT  0.99962955   +0 28 51.8
 SM1116
 SM1116                          SUPERSEDED SURVEY CONTROL
 SM1116
 SM1116  NAD 83(1986)-  47 33 37.50870(N)    098 20 53.38306(W) AD(       ) 4
 SM1116  NAD 27      -  47 33 37.53400(N)    098 20 52.04200(W) AD(       ) 3
 SM1116
 SM1116.Superseded values are not recommended for survey control.
 SM1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1116.See file dsdata.txt to determine how the superseded data were derived.
 SM1116
 SM1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT4903667650(NAD 83)
 SM1116
 SM1116  HISTORY     - Date     Condition        Report By
 SM1116  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1116
 SM1116                          STATION DESCRIPTION
 SM1116
 SM1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1116'THIS INTERSECTION STATION IS LOCATED AT THE SE EDGE OF BINFORD
 SM1116'ABOUT 0.1 MILE E OF STATE HIGHWAY 1 AND 50 FEET S OF THE
 SM1116'NORTHERN PACIFIC RAILROAD TRACKS.
 SM1116'
 SM1116'IT IS THE W ONE OF THREE ELEVATORS, IS PAINTED RED AND IS
 SM1116'ABOUT 65 FEET HIGH.  IT WAS ERECTED IN 1900.
 SM1116'
 SM1116'POINT LOCATED WAS THE CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1117 ***********************************************************************
 SM1117  DESIGNATION -  BINFORD PEAVEY ELEV CO E ELEV
 SM1117  PID         -  SM1117
 SM1117  STATE/COUNTY-  ND/GRIGGS
 SM1117  USGS QUAD   -  BINFORD (1961)
 SM1117
 SM1117                         *CURRENT SURVEY CONTROL
 SM1117  ___________________________________________________________________
 SM1117* NAD 83(1996)-  47 33 33.16645(N)    098 20 41.53539(W)     ADJUSTED  
 SM1117* NAVD 88     -                                                        
 SM1117  ___________________________________________________________________
 SM1117  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 SM1117  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM1117
 SM1117  HORZ ORDER  -  THIRD
 SM1117
 SM1117.The horizontal coordinates were established by classical geodetic methods
 SM1117.and adjusted by the National Geodetic Survey in January 1998..
 SM1117
 SM1117
 SM1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1117
 SM1117.The geoid height was determined by GEOID03.
 SM1117
 SM1117;                    North         East     Units Scale Factor Converg.
 SM1117;SPC ND N     -    64,443.236   762,167.651   MT  0.99997763   +1 36 13.3
 SM1117;SPC ND N     -   211,427.94  2,500,550.04   iFT  0.99997763   +1 36 13.3
 SM1117;UTM  14      - 5,267,518.398   549,284.419   MT  0.99962985   +0 29 00.5
 SM1117
 SM1117                          SUPERSEDED SURVEY CONTROL
 SM1117
 SM1117  NAD 83(1986)-  47 33 33.16613(N)    098 20 41.53134(W) AD(       ) 4
 SM1117  NAD 27      -  47 33 33.19200(N)    098 20 40.18700(W) AD(       ) 3
 SM1117
 SM1117.Superseded values are not recommended for survey control.
 SM1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1117.See file dsdata.txt to determine how the superseded data were derived.
 SM1117
 SM1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT4928467518(NAD 83)
 SM1117
 SM1117  HISTORY     - Date     Condition        Report By
 SM1117  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1117
 SM1117                          STATION DESCRIPTION
 SM1117
 SM1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1117'THIS INTERSECTION STATION IS LOCATED AT THE SE EDGE OF BINFORD
 SM1117'ABOUT 0.1 MILE E OF STATE HIGHWAY 1 AND 50 FEET S OF THE
 SM1117'NORTHERN PACIFIC RAILROAD TRACKS.
 SM1117'
 SM1117'IT IS A LARGE RECTANGULAR-SHAPED BUILDING, PAINTED RED AND ABOUT
 SM1117'70 FEET HIGH.  IT WAS ERECTED IN 1910.  (E ONE OF THREE ELEVATORS.)
 SM1117'
 SM1117'POINT LOCATED WAS THE CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0438 ***********************************************************************
 RS0438  DESIGNATION -  BINSTOCK
 RS0438  PID         -  RS0438
 RS0438  STATE/COUNTY-  ND/STARK
 RS0438  USGS QUAD   -  DAGLUM (1982)
 RS0438
 RS0438                         *CURRENT SURVEY CONTROL
 RS0438  ___________________________________________________________________
 RS0438* NAD 83(1996)-  46 43 39.93037(N)    103 03 42.74296(W)     ADJUSTED  
 RS0438* NAVD 88     -       881.4    (meters)    2892.     (feet)  VERTCON   
 RS0438  ___________________________________________________________________
 RS0438  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 RS0438  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 RS0438
 RS0438  HORZ ORDER  -  FIRST
 RS0438
 RS0438.The horizontal coordinates were established by classical geodetic methods
 RS0438.and adjusted by the National Geodetic Survey in January 1998..
 RS0438
 RS0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0438
 RS0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0438
 RS0438.The geoid height was determined by GEOID03.
 RS0438
 RS0438;                    North         East     Units Scale Factor Converg.
 RS0438;SPC ND S     -   121,140.048   404,213.632   MT  0.99993759   -1 52 06.9
 RS0438;SPC ND S     -   397,441.10  1,326,160.21   iFT  0.99993759   -1 52 06.9
 RS0438;UTM  13      - 5,176,735.666   648,092.317   MT  0.99986957   +1 24 41.1
 RS0438
 RS0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0438!SPC ND S     -   0.99986450  x   0.99993759  =   0.99980210
 RS0438!UTM  13      -   0.99986450  x   0.99986957  =   0.99973409
 RS0438
 RS0438:                Primary Azimuth Mark                     Grid Az
 RS0438:SPC ND S     -  SOUTH HEART FARM COOP ELEV CUP           021 43 45.7
 RS0438:UTM  13      -  SOUTH HEART FARM COOP ELEV CUP           018 26 57.7
 RS0438
 RS0438|---------------------------------------------------------------------|
 RS0438| PID    Reference Object                     Distance      Geod. Az  |
 RS0438|                                                           dddmmss.s |
 RS0438| RS0433 SOUTH HEART FARM COOP ELEV CUP      APPROX.16.0 KM 0195138.8 |
 RS0438| CQ7068 BINSTOCK AZ MK                                     0534145.5 |
 RS0438| CQ7069 BINSTOCK RM 1                         7.963 METERS 09953     |
 RS0438| CQ7070 BINSTOCK RM 2                         9.381 METERS 32749     |
 RS0438|---------------------------------------------------------------------|
 RS0438
 RS0438                          SUPERSEDED SURVEY CONTROL
 RS0438
 RS0438  NAD 83(1986)-  46 43 39.92463(N)    103 03 42.73766(W) AD(       ) 1
 RS0438  NAD 27      -  46 43 39.88400(N)    103 03 41.10300(W) AD(       ) 1
 RS0438  NGVD 29 (07/19/86)  880.8    (m)         2890.     (f) VERT ANG       
 RS0438
 RS0438.Superseded values are not recommended for survey control.
 RS0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0438.See file dsdata.txt to determine how the superseded data were derived.
 RS0438
 RS0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM4809276736(NAD 83)
 RS0438_MARKER: DS = TRIANGULATION STATION DISK
 RS0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0438
 RS0438  HISTORY     - Date     Condition        Report By
 RS0438  HISTORY     - 1951     MONUMENTED       CGS
 RS0438  HISTORY     - 1966     GOOD             CGS
 RS0438  HISTORY     - 1977     GOOD             USAF
 RS0438
 RS0438                          STATION DESCRIPTION
 RS0438
 RS0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0438'STATION IS LOCATED 9-1/4 MILES SOUTH AND 3-1/4 MILES WEST OF
 RS0438'SOUTH HEART, ON THE SUMMIT OF A PROMINENT HILL WHICH IS THE
 RS0438'HIGHEST POINT IN THE IMMEDIATE VICINITY, AND ON LAND OWNED BY
 RS0438'FRITZ BINSTOCK.  IT IS ABOUT 350 FEET NORTH OF AN EAST-WEST
 RS0438'FENCE LINE AND ABOUT 200 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 RS0438'AND 12 FEET NORTH OF A WITNESS POST.
 RS0438'
 RS0438'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH HEART.
 RS0438'GO SOUTH 0.1 MILE TO A CROSSROADS.  CONTINUE SOUTH ON A GRAVELED
 RS0438'ROAD FOR 1.9 MILES TO A FORK.  BEAR RIGHT WITH THE MAIN ROAD
 RS0438'AND GO WEST 1.0 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 RS0438'SOUTH 7.0 MILES TO A CROSSROADS.  TURN RIGHT AND GO WEST 1.0
 RS0438'MILE TO THE HOME OF FRED BINSTOCK.  CONTINUE WEST FOR 0.5 MILE
 RS0438'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST 0.5 MILE TO A
 RS0438'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 RS0438'SOUTH ALONG THE EAST SIDE OF A FENCE FOR 0.25 MILE TO THE
 RS0438'HIGHEST POINT AND THE STATION.
 RS0438'
 RS0438'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 RS0438'BINSTOCK 1951.
 RS0438'
 RS0438'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE WITNESS POST.  THE
 RS0438'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BINSTOCK NO 1 1951.
 RS0438'
 RS0438'REFERENCE MARK NO. 2 IS 39 FEET NORTHWEST OF THE WITNESS POST.
 RS0438'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BINSTOCK NO 2
 RS0438'1951.
 RS0438'
 RS0438'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF THE ROAD,
 RS0438'19 FEET WEST OF A GATEPOST, AND 1 FOOT NORTH OF A FENCE.  THE
 RS0438'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BINSTOCK 1951.
 RS0438'
 RS0438'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0438'CYLINDERS.
 RS0438
 RS0438                          STATION RECOVERY (1966)
 RS0438
 RS0438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 RS0438'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 RS0438'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 RS0438'
 RS0438'THE 1951 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RS0438'
 RS0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 RS0438'SOUTH AND 3.5 MILES WEST OF SOUTH HEART, ABOUT 5.0 MILES EAST
 RS0438'OF U.S. HIGHWAY 85 AND ABOUT 11.0 MILES NORTHWEST OF SCHEFIELD.
 RS0438
 RS0438                          STATION RECOVERY (1977)
 RS0438
 RS0438'RECOVERY NOTE BY US AIR FORCE 1977 (AW)
 RS0438'BINSTOCK 1951 RECOVERED GOOD.
 RS0438'
 RS0438'AZ. MARK, REF. MARKS NO. 1 NO. 2 RECOVERED GOOD.
 RS0438'
 RS0438'DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES SOUTH AND
 RS0438'3-1/2 MILES WEST OF SOUTH HEART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1721 ***********************************************************************
 SN1721  DESIGNATION -  BIRDIE
 SN1721  PID         -  SN1721
 SN1721  STATE/COUNTY-  ND/MERCER
 SN1721  USGS QUAD   -  MEDICINE BUTTE NE (1981)
 SN1721
 SN1721                         *CURRENT SURVEY CONTROL
 SN1721  ___________________________________________________________________
 SN1721* NAD 83(1996)-  47 07 32.72472(N)    101 48 51.49096(W)     ADJUSTED  
 SN1721* NAVD 88     -       690.2    (meters)    2264.     (feet)  VERTCON   
 SN1721  ___________________________________________________________________
 SN1721  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 SN1721  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SN1721
 SN1721  HORZ ORDER  -  SECOND
 SN1721
 SN1721.The horizontal coordinates were established by classical geodetic methods
 SN1721.and adjusted by the National Geodetic Survey in January 1998..
 SN1721
 SN1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1721
 SN1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1721
 SN1721.The geoid height was determined by GEOID03.
 SN1721
 SN1721;                    North         East     Units Scale Factor Converg.
 SN1721;SPC ND S     -   163,023.944   500,283.920   MT  0.99994874   -0 57 31.1
 SN1721;SPC ND S     -   534,855.46  1,641,351.44   iFT  0.99994874   -0 57 31.1
 SN1721;UTM  14      - 5,222,982.415   286,549.805   MT  1.00015998   -2 03 47.6
 SN1721
 SN1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1721!SPC ND S     -   0.99989485  x   0.99994874  =   0.99984359
 SN1721!UTM  14      -   0.99989485  x   1.00015998  =   1.00005481
 SN1721
 SN1721:                Primary Azimuth Mark                     Grid Az
 SN1721:SPC ND S     -  BIRDIE AZ MK                             091 46 13.4
 SN1721:UTM  14      -  BIRDIE AZ MK                             092 52 29.9
 SN1721
 SN1721|---------------------------------------------------------------------|
 SN1721| PID    Reference Object                     Distance      Geod. Az  |
 SN1721|                                                           dddmmss.s |
 SN1721| CQ7071 BIRDIE AZ MK                                       0904842.3 |
 SN1721| CQ7072 BIRDIE RM 1                           8.385 METERS 16229     |
 SN1721| CQ7073 BIRDIE RM 2                          16.020 METERS 26542     |
 SN1721|---------------------------------------------------------------------|
 SN1721
 SN1721                          SUPERSEDED SURVEY CONTROL
 SN1721
 SN1721  NAD 83(1986)-  47 07 32.72154(N)    101 48 51.48169(W) AD(       ) 2
 SN1721  NAD 27      -  47 07 32.68844(N)    101 48 49.88214(W) AD(       ) 2
 SN1721  NGVD 29 (07/19/86)  689.8    (m)         2263.     (f) VERT ANG       
 SN1721
 SN1721.Superseded values are not recommended for survey control.
 SN1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1721.See file dsdata.txt to determine how the superseded data were derived.
 SN1721
 SN1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8655022982(NAD 83)
 SN1721_MARKER: DD = SURVEY DISK
 SN1721_SETTING: 0 = UNSPECIFIED SETTING
 SN1721
 SN1721  HISTORY     - Date     Condition        Report By
 SN1721  HISTORY     - 1967     MONUMENTED       USGS
 SN1721
 SN1721                          STATION DESCRIPTION
 SN1721
 SN1721'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1721'THE STATION IS LOCATED ABOUT 9.5 MI S. AND 2.0 MI W. OF BEULAH, T.
 SN1721'142 N., R. 88 W., NEAR THE QUARTER COR. BETWEEN SECS. 10 AND 15.
 SN1721'
 SN1721'TO REACH THE STATION FROM THE POST OFFICE IN BEULAH, GO W. ON MAIN
 SN1721'STREET 0.4 MI TO STATE HWY. 49, TURN S. AND GO 9.5 MI TO A
 SN1721'CROSSROADS, TURN W. AND GO 1.5 MI TO A SMALL BUTTE AND THE STATION.
 SN1721'
 SN1721'STATION MARK IS ON THE TOP OF A SMALL BUTTE.  STAMPED ET BIRDIE
 SN1721'1967.
 SN1721'
 SN1721'REFERENCE MARK NO. 1 IS S. OF STATION, N. OF AN E.-W. FENCE IN THE
 SN1721'CENTER OF A RIPPLE MARKED ROCK OUTCROP.  STAMPED BIRDIE NO 1 1967.
 SN1721'
 SN1721'REFERENCE MARK NO. 2 IS W. OF STATION IN THE CENTER OF A LARGE FLAT
 SN1721'ROCK OUTCROP.  STAMPED BIRDIE NO 2 1967.
 SN1721'
 SN1721'AZIMUTH MARK IS 0.5 MI E. OF THE STATION, AT A SHARP CREST AND CUT IN
 SN1721'THE E.-W. RD., 33 FT S. OF THE RD. AND 2 FT N. OF THE RIGHT-OF-WAY
 SN1721'FENCE.
 SN1721'
 SN1721'STATION AND AZIMUTH MARK ARE FLUSH WITH THE GROUND, STANDARD TABLETS
 SN1721'CRIMPED ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 12 IN.
 SN1721'DIAMETER TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF
 SN1721'THE CAP.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD
 SN1721'TABLETS CEMENTED INTO ROCK OUTCROPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4420 ***********************************************************************
 DH4420  DESIGNATION -  BIRNT HILLS DISCOVERY II
 DH4420  PID         -  DH4420
 DH4420  STATE/COUNTY-  ND/MCKENZIE
 DH4420  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 DH4420
 DH4420                         *CURRENT SURVEY CONTROL
 DH4420  ___________________________________________________________________
 DH4420* NAD 83(1996)-  48 07 09.08814(N)    103 04 05.08035(W)     ADJUSTED  
 DH4420* NAVD 88     -       636.4    (meters)    2088.     (feet)  GPS OBS   
 DH4420  ___________________________________________________________________
 DH4420  X           -    -964,640.996 (meters)                     COMP
 DH4420  Y           -  -4,155,784.916 (meters)                     COMP
 DH4420  Z           -   4,726,194.455 (meters)                     COMP
 DH4420  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DH4420  ELLIP HEIGHT-         618.32  (meters)          (06/27/05) GPS OBS
 DH4420  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 DH4420
 DH4420  HORZ ORDER  -  A
 DH4420  ELLP ORDER  -  FOURTH    CLASS I
 DH4420
 DH4420.The horizontal coordinates were established by GPS observations
 DH4420.and adjusted by the National Geodetic Survey in June 2005..
 DH4420
 DH4420.The orthometric height was determined by GPS observations and a
 DH4420.high-resolution geoid model.
 DH4420
 DH4420.Photographs are available for this station.
 DH4420
 DH4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4420
 DH4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4420
 DH4420.The ellipsoidal height was determined by GPS observations
 DH4420.and is referenced to NAD 83.
 DH4420
 DH4420.The geoid height was determined by GEOID03.
 DH4420
 DH4420;                    North         East     Units Scale Factor Converg.
 DH4420;SPC ND N     -   127,620.878   408,845.815   MT  0.99993602   -1 54 39.6
 DH4420;SPC ND N     -   418,703.67  1,341,357.66   iFT  0.99993602   -1 54 39.6
 DH4420;UTM  13      - 5,331,353.023   643,777.507   MT  0.99985401   +1 26 19.1
 DH4420
 DH4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4420!SPC ND N     -   0.99990310  x   0.99993602  =   0.99983913
 DH4420!UTM  13      -   0.99990310  x   0.99985401  =   0.99975712
 DH4420
 DH4420                          SUPERSEDED SURVEY CONTROL
 DH4420
 DH4420.No superseded survey control is available for this station.
 DH4420
 DH4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP4377831353(NAD 83)
 DH4420_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4420_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4420+STABILITY: SURFACE MOTION
 DH4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4420+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2000
 DH4420
 DH4420  HISTORY     - Date     Condition        Report By
 DH4420  HISTORY     - 20040713 MONUMENTED       USFS
 DH4420  HISTORY     - 20000820 GOOD             USFS
 DH4420
 DH4420                          STATION DESCRIPTION
 DH4420
 DH4420'DESCRIBED BY US FOREST SERVICE 2000 (MSA)
 DH4420'THE STATION IS LOCATED ABOUT 26 MILES NORTH OF WATFORD CITY, 7.5 MILES
 DH4420'NORTHWEST OF  GOOD HOPE CHURCH, 2 MILES EAST OF TOBACCO GARDEN RESORT,
 DH4420'AT THE NORTHWEST CORNER OF  THE PARKING LOT FOR THE BIRNT HILLS
 DH4420'INTERPRETIVE SITE.  OWNERSHIP--U.S. DEPARTMENT OF  AGRICULTURE, U.S.
 DH4420'FOREST SERVICE, 161 21ST STREET, WEST DICKINSON ND 58601, PHONE
 DH4420'701-225-5151.
 DH4420' 
 DH4420'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 85 AND
 DH4420'STATE HIGHWAY 23 IN  WATFORD CITY, GO EAST ON HIGHWAY 23 FOR 1 MILE,
 DH4420'THEN NORTH ON HIGHWAY 23 FOR 1 MILE,  THEN EAST ON HIGHWAY 23 FOR 2
 DH4420'MILES TO THE INTERSECTION OF COUNTY ROAD 1806.  TURN LEFT  AND GO
 DH4420'NORTH FOR 26.0 MILES ON COUNTY ROAD 1806 TO THE INTERSECTION OF COUNTY
 DH4420'ROAD 2.   TURN RIGHT AND GO EAST ON COUNTY ROAD 2 (GRAVELED ROAD) FOR
 DH4420'2.1 MILES TO THE  INTERSECTION OF FDR 8691.  TURN LEFT AND GO NORTH ON
 DH4420'FDR 8691 (GRAVELED ROAD) FOR 0.9  MILES TO THE NORTHWEST CORNER OF THE
 DH4420'PARKING LOT AND STATION.
 DH4420' 
 DH4420'THE STATION IS A 10-INCH BRASS NDSPLS+USFS CORPS OF DISCOVERY II
 DH4420'COMMEMORATIVE DISK SET  IN A 24-INCH DIAMETER, 8 FEET DEEP CONCRETE
 DH4420'POST.  SIX L-SHAPED REINFORCEMENT BARS, EIGHT  FEET IN LENGTH WERE
 DH4420'PLACED IN THE CONCRETE.  THE MONUMENT IS SURROUNDED BY A SQUARE
 DH4420'CONCRETE PAD 8 FEET ON SIDE AND 4 INCHES DEEP.  LOCATED 99.3 FT
 DH4420'WEST-NORTHWEST FROM  THE NORTHWEST CORNER OF A VAULT TOILET, 45.0 FT
 DH4420'EAST FROM A RAIL FENCE AND 31.4 FT  SOUTHWEST FROM THE NORTHWEST
 DH4420'CORNER OF A METAL KIOSK POST.  NOTE--THERE IS NO  STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1608 ***********************************************************************
 SN1608  DESIGNATION -  BIRST
 SN1608  PID         -  SN1608
 SN1608  STATE/COUNTY-  ND/MCLEAN
 SN1608  USGS QUAD   -  PETERSON LAKE (1980)
 SN1608
 SN1608                         *CURRENT SURVEY CONTROL
 SN1608  ___________________________________________________________________
 SN1608* NAD 83(1996)-  47 34 28.13831(N)    100 45 04.30731(W)     ADJUSTED  
 SN1608* NAVD 88     -       593.54   (+/-2cm)    1947.3    (feet)  VERTCON   
 SN1608  ___________________________________________________________________
 SN1608  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 SN1608  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SN1608
 SN1608  HORZ ORDER  -  FIRST
 SN1608  VERT ORDER  -  THIRD ? (See Below)
 SN1608
 SN1608.The horizontal coordinates were established by classical geodetic methods
 SN1608.and adjusted by the National Geodetic Survey in January 1998..
 SN1608
 SN1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1608.The vertical order pertains to the NGVD 29 superseded value.
 SN1608
 SN1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1608
 SN1608.The geoid height was determined by GEOID03.
 SN1608
 SN1608;                    North         East     Units Scale Factor Converg.
 SN1608;SPC ND N     -    63,902.090   581,101.246   MT  0.99997524   -0 11 12.9
 SN1608;SPC ND N     -   209,652.53  1,906,500.15   iFT  0.99997524   -0 11 12.9
 SN1608;UTM  14      - 5,270,493.394   368,299.847   MT  0.99981315   -1 17 34.2
 SN1608
 SN1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1608!SPC ND N     -   0.99991027  x   0.99997524  =   0.99988551
 SN1608!UTM  14      -   0.99991027  x   0.99981315  =   0.99972343
 SN1608
 SN1608:                Primary Azimuth Mark                     Grid Az
 SN1608:SPC ND N     -  BIRST 2 AZ MK                            089 51 31.3
 SN1608:UTM  14      -  BIRST 2 AZ MK                            090 57 52.6
 SN1608
 SN1608|---------------------------------------------------------------------|
 SN1608| PID    Reference Object                     Distance      Geod. Az  |
 SN1608|                                                           dddmmss.s |
 SN1608| AJ5321 BIRST 2 AZ MK                                      0894018.4 |
 SN1608| AJ5322 BIRST AZ MK                                        0914727.4 |
 SN1608| SN1579 MERCER ENGLISH LUTH CH SPIRE        APPROX. 9.6 KM 1621206.4 |
 SN1608| SN1578 MERCER ANDREWS GRAIN CO ELEV        APPROX.10.0 KM 1625048.7 |
 SN1608| AJ5319 BIRST RM 1                           20.588 METERS 17612     |
 SN1608| SN1593 OIL DERRICK SW OF TURTLE LAKE       APPROX.19.2 KM 2400551.7 |
 SN1608| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX.12.1 KM 2402424.1 |
 SN1608| SN1611 TURTLE LAKE EQUITY ELEVATOR         APPROX.12.0 KM 2412151.5 |
 SN1608| AJ5320 BIRST RM 2                           13.440 METERS 27140     |
 SN1608| SN1607 BIRST 2                               8.611 METERS 35539     |
 SN1608|---------------------------------------------------------------------|
 SN1608
 SN1608                          SUPERSEDED SURVEY CONTROL
 SN1608
 SN1608  NAD 83(1986)-  47 34 28.14151(N)    100 45 04.30045(W) AD(       ) 1
 SN1608  NAD 27      -  47 34 28.14830(N)    100 45 02.80930(W) AD(       ) 1
 SN1608  NGVD 29 (07/19/86)  593.14   (m)         1946.0    (f) LEVELING    3  
 SN1608
 SN1608.Superseded values are not recommended for survey control.
 SN1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1608.See file dsdata.txt to determine how the superseded data were derived.
 SN1608
 SN1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6830070493(NAD 83)
 SN1608_MARKER: DS = TRIANGULATION STATION DISK
 SN1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1608
 SN1608  HISTORY     - Date     Condition        Report By
 SN1608  HISTORY     - 1941     MONUMENTED       CGS
 SN1608  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SN1608
 SN1608                          STATION DESCRIPTION
 SN1608
 SN1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1608'STATION IS ABOUT 6-1/4 MILES NNW OF MERCER, ON A LOW HILL ON THE
 SN1608'PROPERTY OF SAM BIRST AND IN THE SW 1/4 OF SEC. 4, T. 147 N,
 SN1608'R. 79 W.  IT IS ON THE HIGHEST PART OF THE LOW HILL, AT S EDGE
 SN1608'OF A CULTIVATED FIELD, 45 FEET N OF THE CENTER LINE OF AN E-W
 SN1608'ROAD AND 12 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 SN1608'BIRST 1941 AND PROJECTS ABOUT 6 INCHES.
 SN1608'
 SN1608'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1608'BRONZE DISKS SET IN CONCRETE.
 SN1608'
 SN1608'REFERENCE MARK NO. 1 IS 22 FEET S OF THE CENTER LINE OF THE ROAD.
 SN1608'IT IS STAMPED BIRST NO. 1 1941 AND PROJECTS 8 INCHES.
 SN1608'
 SN1608'REFERENCE MARK NO. 2 IS 45 FEET N OF THE CENTER LINE OF THE
 SN1608'ROAD.  IT IS STAMPED BIRST NO. 2 1941 AND PROJECTS 6 INCHES.
 SN1608'
 SN1608'THE AZIMUTH MARK IS 55 FEET S OF THE CENTER LINE OF THE E-W
 SN1608'ROAD, 46 FEET E OF THE CENTER LINE OF A DIM N-S ROAD, 30 FEET
 SN1608'S OF A FENCE CORNER, 1 FOOT W OF A FENCE LINE AND 3.5 FEET S
 SN1608'OF A WHITE REFERENCE POST.  IT IS STAMPED BIRST 1941 AND PROJECTS
 SN1608'ABOUT 6 INCHES.
 SN1608'
 SN1608'TO REACH FROM MERCER GO W AND THEN N ON STATE HIGHWAYS 7 AND
 SN1608'41 FOR 0.9 MILE AND KEEP STRAIGHT AHEAD (N) WHERE THE HIGHWAYS
 SN1608'TURN W, GO 5.3 MILES AND TURN LEFT, W, AT A CROSSROADS, GO 1.1
 SN1608'MILES TO THE AZIMUTH MARK ON THE S SIDE OF THE ROAD, CONTINUE
 SN1608'0.6 MILE TO THE STATION ON THE N SIDE OF THE ROAD.
 SN1608'
 SN1608'A 24-FOOT SIGNAL AT THOM IS VISIBLE FROM THE GROUND.
 SN1608'
 SN1608'A 64-FOOT SIGNAL AT COOMBS IS VISIBLE FROM THE GROUND.
 SN1608'
 SN1608'A 37-FOOT SIGNAL AT LINDELL IS VISIBLE FROM THE GROUND.
 SN1608'
 SN1608'A 24-FOOT SIGNAL AT FLICKER IS VISIBLE FROM THE GROUND.
 SN1608'
 SN1608'A 24-FOOT SIGNAL AT HOFFER IS VISIBLE FROM THE GROUND.
 SN1608'
 SN1608'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SN1608
 SN1608                          STATION RECOVERY (1958)
 SN1608
 SN1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1608'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1608'CONDITION.  THE ARROW ON THE AZIMUTH MARK DID NOT POINT TOWARD
 SN1608'THE STATION, BUT IF THIS MARK HAD BEEN MOVED IT HAD BEEN RESET
 SN1608'IN ITS ORIGINAL LOCATION.
 SN1608'
 SN1608'A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY DEPARTMENT TO
 SN1608'MOVE ALL OF THE MARKS AT THIS STATION AS THEY WERE IN THE WAY
 SN1608'OF HIGHWAY IMPROVEMENT.
 SN1608'
 SN1608'ALL MARKS WERE EITHER MOVED OR DESTROYED AND A NEW STATION WAS
 SN1608'ESTABLISHED IN THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1607 ***********************************************************************
 SN1607  DESIGNATION -  BIRST 2
 SN1607  PID         -  SN1607
 SN1607  STATE/COUNTY-  ND/MCLEAN
 SN1607  USGS QUAD   -  PETERSON LAKE (1980)
 SN1607
 SN1607                         *CURRENT SURVEY CONTROL
 SN1607  ___________________________________________________________________
 SN1607* NAD 83(1996)-  47 34 28.41632(N)    100 45 04.33860(W)     ADJUSTED  
 SN1607* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 SN1607  ___________________________________________________________________
 SN1607  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 SN1607  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SN1607
 SN1607  HORZ ORDER  -  SECOND
 SN1607
 SN1607.The horizontal coordinates were established by classical geodetic methods
 SN1607.and adjusted by the National Geodetic Survey in January 1998..
 SN1607
 SN1607.The orthometric height was scaled from a topographic map.
 SN1607
 SN1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1607
 SN1607.The geoid height was determined by GEOID03.
 SN1607
 SN1607;                    North         East     Units Scale Factor Converg.
 SN1607;SPC ND N     -    63,910.678   581,100.621   MT  0.99997523   -0 11 12.9
 SN1607;SPC ND N     -   209,680.70  1,906,498.10   iFT  0.99997523   -0 11 12.9
 SN1607;UTM  14      - 5,270,501.991   368,299.387   MT  0.99981315   -1 17 34.3
 SN1607
 SN1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1607!SPC ND N     -   0.99991029  x   0.99997523  =   0.99988552
 SN1607!UTM  14      -   0.99991029  x   0.99981315  =   0.99972346
 SN1607
 SN1607:                Primary Azimuth Mark                     Grid Az
 SN1607:SPC ND N     -  BIRST 2 AZ MK                            090 19 22.8
 SN1607:UTM  14      -  BIRST 2 AZ MK                            091 25 44.2
 SN1607
 SN1607|---------------------------------------------------------------------|
 SN1607| PID    Reference Object                     Distance      Geod. Az  |
 SN1607|                                                           dddmmss.s |
 SN1607| AJ5321 BIRST 2 AZ MK                                      0900809.9 |
 SN1607| AJ5322 BIRST AZ MK                                        0921503.6 |
 SN1607| SN1608 BIRST                                 8.611 METERS 17539     |
 SN1607| AJ5316 BIRST 2 RM 3                         46.099 METERS 17708     |
 SN1607| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX.12.1 KM 2402211.4 |
 SN1607| AJ5317 BIRST 2 RM 4                         26.671 METERS 27013     |
 SN1607| AJ5318 BIRST 2 RM 5                          5.349 METERS 35944     |
 SN1607|---------------------------------------------------------------------|
 SN1607
 SN1607                          SUPERSEDED SURVEY CONTROL
 SN1607
 SN1607  NAD 83(1986)-  47 34 28.41954(N)    100 45 04.33174(W) AD(       ) 2
 SN1607  NAD 27      -  47 34 28.42620(N)    100 45 02.84060(W) AD(       ) 2
 SN1607
 SN1607.Superseded values are not recommended for survey control.
 SN1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1607.See file dsdata.txt to determine how the superseded data were derived.
 SN1607
 SN1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6829970502(NAD 83)
 SN1607_MARKER: DS = TRIANGULATION STATION DISK
 SN1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SN1607_STAMPING: BIRST 2 1958
 SN1607_MARK LOGO: CGS   
 SN1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 SN1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1607+STABILITY: SURFACE MOTION
 SN1607
 SN1607  HISTORY     - Date     Condition        Report By
 SN1607  HISTORY     - 1958     MONUMENTED       CGS
 SN1607  HISTORY     - 1962     GOOD             CGS
 SN1607  HISTORY     - 19841010 SEE DESCRIPTION  NGS
 SN1607
 SN1607                          STATION DESCRIPTION
 SN1607
 SN1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1607'THE STATION IS ABOUT 6-1/4 MILES NORTH-NORTHWEST OF MERCER,
 SN1607'ABOUT 7 MILES NORTHEAST OF TURTLE LAKE AND IS IN THE SW 1/4
 SN1607'SEC. 4, T. 147 N., R. 79 W.  THE STATION MARK IS ABOUT 76.5
 SN1607'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 3 FEET WEST OF A
 SN1607'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 SN1607'IS STAMPED BIRST 2 1958.
 SN1607'
 SN1607'R.M. NO. 3 IS SOUTH OF THE STATION, ABOUT 74 FEET SOUTH OF THE
 SN1607'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 SN1607'LINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 SN1607'BIRST 2 NO 3 1958.
 SN1607'
 SN1607'R.M. NO. 4 IS WEST OF THE STATION, 76 FEET NORTH OF THE CENTERLINE
 SN1607'OF THE ROAD AND 1-1/2 FEET EAST OF A STEEL POST.  THE MARK
 SN1607'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED BIRST 2 NO 4 1958.
 SN1607'
 SN1607'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION, IN
 SN1607'THE NORTHEAST ANGLE OF A ROAD INTERSECTION, 75 FEET NORTH
 SN1607'OF THE CENTERLINE OF THE EAST-WEST ROAD, 48 FEET EAST OF
 SN1607'CENTERLINE OF NORTH-SOUTH SECTION-LINE ROAD AND 1 FOOT SOUTH
 SN1607'OF EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND
 SN1607'THE DISK IS STAMPED BIRST 2 1958.
 SN1607'
 SN1607'TO REACH THE STATION FROM MERCER, FROM THE POST OFFICE, GO NORTH
 SN1607'FOR 0.1 MILE, TURN LEFT AND GO WEST FOR 0.15 MILE, TURN RIGHT AND
 SN1607'GO NORTH FOR 5.8 MILES TO CROSSROADS AND JUNCTION WITH COUNTY
 SN1607'ROUTE 10, TURN LEFT AND GO WEST ON COUNTY ROUTE 10 FOR 1.0 MILE
 SN1607'TO CROSSROADS AND AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 SN1607'WEST FOR 0.7 MILE TO TOP OF A HILL AND STATION ON RIGHT AS
 SN1607'DESCRIBED.
 SN1607
 SN1607                          STATION RECOVERY (1962)
 SN1607
 SN1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1607'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4
 SN1607'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 SN1607'GOOD CONDITION.
 SN1607'
 SN1607'A NEW REFERENCE MARK NO. 5 WAS ESTABLISHED AND OCCUPIED AS
 SN1607'THE STATION.  REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED
 SN1607'BIRST 2 1958 R.M. 5 1962, AND SET IN THE TOP OF A 10-INCH SQUARE
 SN1607'CONCRETE MONUMENT WHICH IS 14 INCHES BELOW THE GROUND.  IT IS
 SN1607'17.5 FEET NORTH OF A HIGH CUT BANK.
 SN1607'
 SN1607'THE 1958 DESCRIPTION IS ADEQUATE.
 SN1607
 SN1607                          STATION RECOVERY (1984)
 SN1607
 SN1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SN1607'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED, IN GOOD CONDITION.
 SN1607'THE STATION MARK, REFERENCE MARKS 4 AND 5 WERE DESTINED TO BE
 SN1607'DESTROYED BY ROAD CONSTRUCTION AND STATION BIRST 3 WAS ESTABLISHED
 SN1607'THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7092 ***********************************************************************
 AC7092  DESIGNATION -  BIS AP STA A
 AC7092  PID         -  AC7092
 AC7092  STATE/COUNTY-  ND/BURLEIGH
 AC7092  USGS QUAD   -  BISMARCK (1976)
 AC7092
 AC7092                         *CURRENT SURVEY CONTROL
 AC7092  ___________________________________________________________________
 AC7092* NAD 83(1996)-  46 47 01.26017(N)    100 45 44.06778(W)     ADJUSTED  
 AC7092* NAVD 88     -       503.1    (meters)    1651.     (feet)  GPS OBS   
 AC7092  ___________________________________________________________________
 AC7092  X           -    -817,068.096 (meters)                     COMP
 AC7092  Y           -  -4,298,609.801 (meters)                     COMP
 AC7092  Z           -   4,625,682.181 (meters)                     COMP
 AC7092  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AC7092  ELLIP HEIGHT-         481.64  (meters)          (06/09/03) GPS OBS
 AC7092  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AC7092
 AC7092  HORZ ORDER  -  THIRD
 AC7092  ELLP ORDER  -  FOURTH    CLASS II
 AC7092
 AC7092.This mark is at Bismarck Airport (BIS)
 AC7092
 AC7092.The horizontal coordinates were established by GPS observations
 AC7092.and adjusted by the National Geodetic Survey in November 1998..
 AC7092
 AC7092.The orthometric height was determined by GPS observations and a
 AC7092.high-resolution geoid model.
 AC7092
 AC7092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7092
 AC7092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7092
 AC7092.The ellipsoidal height was determined by GPS observations
 AC7092.and is referenced to NAD 83.
 AC7092
 AC7092.The geoid height was determined by GEOID03.
 AC7092
 AC7092;                    North         East     Units Scale Factor Converg.
 AC7092;SPC ND S     -   124,197.166   579,975.954   MT  0.99993625   -0 11 28.6
 AC7092;SPC ND S     -   407,471.02  1,902,808.25   iFT  0.99993625   -0 11 28.6
 AC7092;UTM  14      - 5,182,633.869   365,486.138   MT  0.99982240   -1 17 04.1
 AC7092
 AC7092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7092!SPC ND S     -   0.99992451  x   0.99993625  =   0.99986076
 AC7092!UTM  14      -   0.99992451  x   0.99982240  =   0.99974692
 AC7092
 AC7092|---------------------------------------------------------------------|
 AC7092| PID    Reference Object                     Distance      Geod. Az  |
 AC7092|                                                           dddmmss.s |
 AC7092| RR0276 BAP                                 170.251 METERS 18351     |
 AC7092|---------------------------------------------------------------------|
 AC7092
 AC7092                          SUPERSEDED SURVEY CONTROL
 AC7092
 AC7092  ELLIP H (11/20/98)  481.68   (m)                       GP(       ) 4 2
 AC7092
 AC7092.Superseded values are not recommended for survey control.
 AC7092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7092.See file dsdata.txt to determine how the superseded data were derived.
 AC7092
 AC7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6548682634(NAD 83)
 AC7092_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7092_STAMPING: AP 1965 STA A
 AC7092_MARK LOGO: CGS   
 AC7092_PROJECTION: FLUSH
 AC7092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7092+STABILITY: SURFACE MOTION
 AC7092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7092+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AC7092
 AC7092  HISTORY     - Date     Condition        Report By
 AC7092  HISTORY     - 1965     MONUMENTED       CGS
 AC7092  HISTORY     - 19930630 GOOD             NGS
 AC7092  HISTORY     - 19980928 GOOD             NGS
 AC7092
 AC7092                          STATION DESCRIPTION
 AC7092
 AC7092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7092'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE FIELD.  IT IS
 AC7092'LOCATED 70.3 FEET (21.4 M) SOUTHWEST OF THE WESTERNMOST THRESHOLD
 AC7092'LIGHT TO RUNWAY 13, 10 FEET (3.0 M) WEST OF THE EDGE OF THE TAXIWAY.
 AC7092'IT IS A STANDARD TOPO DISK SET IN A CONCRETE POST FLUSH WITH GROUND,
 AC7092'AND STAMPED AP 1965 STA A.
 AC7092
 AC7092                          STATION RECOVERY (1998)
 AC7092
 AC7092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7092'THE STATION IS LOCATED ON THE SOUTH EDGE OF BISMARK AT THE BISMARK
 AC7092'MUNICIPAL AIRPORT, IN THE NORTHWEST AREA OF THE AIRFIELD, SOUTHWEST OF
 AC7092'AND IN LINE WITH RUNWAY END 13, AND ALSO IN LINE WITH THE CENTER OF
 AC7092'THE DOUBLE DOORS OF A LARGE HANGAR TO THE SOUTH.  OWNERSHIP--CITY OF
 AC7092'BISMARK, BISMARK MUNICIPAL AIRPORT, P.O.  BOX 991, BISMARK, N.D.
 AC7092'58502-0991.  AIRPORT MANAGER IS GREG HAUG, OPERATIONS MANAGER IS
 AC7092'TIMOTHY J.  THORSEN, PHONE 701-222-6502.  CONTACT ONE OF THEM ONE DAY
 AC7092'IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AC7092'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND BISMARK
 AC7092'EXPRESSWAY (EXIT 161) , GO SOUTH, SOUTHWEST, THEN WEST ON BISMARK
 AC7092'EXPRESSWAY FOR 5.79 KM (3.60 MI) TO A PAVED CROSSROAD (AIRPORT ROAD) .
 AC7092'TURN LEFT, SOUTH, ON AIRPORT ROAD FOR 1.28 KM (0.80 MI) T THE
 AC7092'T-JUNCTION OF UNIVERSITY DRIVE.  TURN LEFT, EAST, THEN SOUTH, ON
 AC7092'UNIVERSITY DRIVE FOR 0.56 KM (0.35 MI) TO A PAVED ROAD LEFT AT THE
 AC7092'BEACON.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI) TO THE ADMINISTRATION
 AC7092'BUILDING.  TURN LEFT, NORTH, FOR 0.08 KM (0.05 MI) PASSING THE
 AC7092'BUILDING TO A LOCKED GATE (GATE 20) ON THE RIGHT.  TURN RIGHT, EAST,
 AC7092'PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN
 AC7092'LEFT, NORTH, ON THE APRON AND ALONG A TAXI FOR 0.4 KM (0.25 MI) TO THE
 AC7092'STATION ON THE LEFT JUST BEFORE RUNWAY END 13.  THE STATION IS SET IN
 AC7092'THE TOP OF A 25 CM SQUARE CONCRETE POST RECESSED 10 CM.  IT IS 20.3 M
 AC7092'(66.6 FT) SOUTHWEST OF THE SOUTHWEST THRESHOLD LIGHT, 11.8 M (38.7 FT)
 AC7092'NORTH-NORTHWEST OF THE SECOND TAXI LIGHT ALONG THE WEST SIDE OF THE
 AC7092'TAXI, 2.8 M (9.2 FT) WEST OF THE WEST EDGE OF THE TAXI, AND 2.2 M (7.2
 AC7092'FT) WEST OF THE FIRST TAXI LIGHT ALONG THE WEST EDGE OF THE TAXI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7093 ***********************************************************************
 AC7093  SACS        -  This is a Secondary Airport Control Station.
 AC7093  DESIGNATION -  BIS AP STA B
 AC7093  PID         -  AC7093
 AC7093  STATE/COUNTY-  ND/BURLEIGH
 AC7093  USGS QUAD   -  BISMARCK (1976)
 AC7093
 AC7093                         *CURRENT SURVEY CONTROL
 AC7093  ___________________________________________________________________
 AC7093* NAD 83(1996)-  46 46 31.81175(N)    100 45 04.90778(W)     ADJUSTED  
 AC7093* NAVD 88     -       502.09   (meters)    1647.3    (feet)  GPS OBS   
 AC7093  ___________________________________________________________________
 AC7093  X           -    -816,375.470 (meters)                     COMP
 AC7093  Y           -  -4,299,415.219 (meters)                     COMP
 AC7093  Z           -   4,625,058.629 (meters)                     COMP
 AC7093  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AC7093  ELLIP HEIGHT-         480.58  (meters)          (06/09/03) GPS OBS
 AC7093  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 AC7093
 AC7093  HORZ ORDER  -  FIRST
 AC7093  ELLP ORDER  -  FOURTH    CLASS II
 AC7093
 AC7093.This mark is at Bismarck Airport (BIS)
 AC7093
 AC7093.The horizontal coordinates were established by GPS observations
 AC7093.and adjusted by the National Geodetic Survey in November 1998..
 AC7093
 AC7093.The orthometric height was determined by GPS observations and a
 AC7093.high-resolution geoid model.
 AC7093
 AC7093.GPS derived orthometric heights for airport stations designated as
 AC7093.PACS or SACS are published to 2 decimal places.  This maintains
 AC7093.centimeter relative accuracy between the PACS and SACS.  It does
 AC7093.not indicate centimeter accuracy relative to other marks which are
 AC7093.part of the NAVD 88 network.
 AC7093
 AC7093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7093
 AC7093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7093
 AC7093.The ellipsoidal height was determined by GPS observations
 AC7093.and is referenced to NAD 83.
 AC7093
 AC7093.The geoid height was determined by GEOID03.
 AC7093
 AC7093;                    North         East     Units Scale Factor Converg.
 AC7093;SPC ND S     -   123,285.158   580,803.641   MT  0.99993638   -0 11 00.0
 AC7093;SPC ND S     -   404,478.86  1,905,523.76   iFT  0.99993638   -0 11 00.0
 AC7093;UTM  14      - 5,181,706.344   366,296.182   MT  0.99981973   -1 16 34.9
 AC7093
 AC7093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7093!SPC ND S     -   0.99992467  x   0.99993638  =   0.99986106
 AC7093!UTM  14      -   0.99992467  x   0.99981973  =   0.99974442
 AC7093
 AC7093                          SUPERSEDED SURVEY CONTROL
 AC7093
 AC7093  ELLIP H (11/20/98)  480.62   (m)                       GP(       ) 4 2
 AC7093
 AC7093.Superseded values are not recommended for survey control.
 AC7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7093.See file dsdata.txt to determine how the superseded data were derived.
 AC7093
 AC7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6629681706(NAD 83)
 AC7093_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7093_STAMPING: AP 1965 STA B
 AC7093_MARK LOGO: CGS   
 AC7093_PROJECTION: FLUSH
 AC7093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7093+STABILITY: SURFACE MOTION
 AC7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7093+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AC7093
 AC7093  HISTORY     - Date     Condition        Report By
 AC7093  HISTORY     - 1965     MONUMENTED       CGS
 AC7093  HISTORY     - 19930630 GOOD             NGS
 AC7093  HISTORY     - 19980928 GOOD             NGS
 AC7093
 AC7093                          STATION DESCRIPTION
 AC7093
 AC7093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7093'AT THE SOUTHEAST CORNER OF THE AIRPORT, ABOUT 1500 FEET (457.2 M) EAST
 AC7093'OF THE NEW TERMINAL, NEAR THE WEST CORNER OF THE INTERSECTION OF
 AC7093'RUNWAYS 13/31 AND 17/35, 150.0 FEET (45.7 M) SOUTHWEST OF THE
 AC7093'CENTERLINE OF RUNWAY 13/31, 198.92 FEET (60.63 M) WEST-SOUTHWEST OF
 AC7093'THE CENTERLINE OF RUNWAY 17/35, 127.4 FEET (38.8 M) SOUTHEAST OF A
 AC7093'RUNWAY LIGHT AND 117.2 FEET (35.7 M) WEST OF A RUNWAY LIGHT.  A
 AC7093'STANDARD USCGS TOPO DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND
 AC7093'AND STAMPED AP 1965 STA B.
 AC7093
 AC7093                          STATION RECOVERY (1998)
 AC7093
 AC7093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7093'THE STATION IS LOCATED ON THE SOUTH EDGE OF BISMARK AT THE BISMARK
 AC7093'MUNICIPAL AIRPORT, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF
 AC7093'RUNWAYS 17-35 AND 13-31, OWNERSHIP--CITY OF BISMARK, BISMARK MUNICIPAL
 AC7093'AIRPORT, P.O.  BOX 991, BISMARK, N.D.  58502-0991.  AIRPORT MANAGER IS
 AC7093'GREG HAUG, OPERATIONS MANAGER IS TIMOTHY J.  THORSEN, PHONE
 AC7093'701-222-6502.  CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR PERMISSION
 AC7093'TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AC7093'INTERSTATE HIGHWAY 94 AND BISMARK EXPRESSWAY (EXIT 161) , GO SOUTH,
 AC7093'SOUTHWEST, THEN WEST ON BISMARK EXPRESSWAY FOR 5.79 KM (3.60 MI) TO A
 AC7093'PAVED CROSSROAD (AIRPORT ROAD) .  TURN LEFT, SOUTH, ON AIRPORT ROAD
 AC7093'FOR 1.28 KM (0.80 MI) T THE T-JUNCTION OF UNIVERSITY DRIVE.  TURN
 AC7093'LEFT, EAST, THEN SOUTH, ON UNIVERSITY DRIVE FOR 0.56 KM (0.35 MI) TO A
 AC7093'PAVED ROAD LEFT AT THE BEACON.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI)
 AC7093'TO THE ADMINISTRATION BUILDING.  TURN LEFT, NORTH, FOR 0.08 KM (0.05
 AC7093'MI) PASSING THE BUILDING TO A LOCKED GATE (GATE 20) ON THE RIGHT.
 AC7093'TURN RIGHT, EAST, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO
 AC7093'THE APRON.  CONTINUE AHEAD, EAST, ACROSS APRON FOR 0.16 KM (0.10 MI)
 AC7093'TO THE PARALLEL TAXI (TAXI A) FOR RUNWAY 13-31.  TURN RIGHT,
 AC7093'SOUTHEAST, ALONG THE TAXI FOR 0.96 KM (0.60 MI) TO THE STATION ON THE
 AC7093'LEFT.  THE STATION IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 AC7093'SET FLUSH WITH THE GROUND.  IT IS 64.9 M (212.9 FT) NORTHEAST OF THE
 AC7093'NORTHEAST EDGE OF TAXI A, 53.5 M (175.5 FT) SOUTH-SOUTHWEST OF THE
 AC7093'CENTER OF RUNWAY SIGN 17-35, 46.1 M (151.2 FT) WEST OF THE RUNWAY
 AC7093'LIGHT AT THE JUNCTION OF THE RUNWAYS, 38.8 M (127.3 FT)
 AC7093'SOUTH-SOUTHEAST OF THE SECOND RUNWAY LIGHT NORTHWEST OF THE JUNCTION
 AC7093'OF THE RUNWAYS, 22.7 M (74.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 AC7093'RUNWAY 13-31, AND 0.35 M (1.15 FT) NORTHEAST OF A FIBERGLASS WITNESS
 AC7093'POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7090 ***********************************************************************
 AC7090  SACS        -  This is a Secondary Airport Control Station.
 AC7090  DESIGNATION -  BIS ARP
 AC7090  PID         -  AC7090
 AC7090  STATE/COUNTY-  ND/BURLEIGH
 AC7090  USGS QUAD   -  BISMARCK (1976)
 AC7090
 AC7090                         *CURRENT SURVEY CONTROL
 AC7090  ___________________________________________________________________
 AC7090* NAD 83(1996)-  46 46 43.62427(N)    100 45 09.94037(W)     ADJUSTED  
 AC7090* NAVD 88     -       501.83   (meters)    1646.4    (feet)  GPS OBS   
 AC7090  ___________________________________________________________________
 AC7090  X           -    -816,430.742 (meters)                     COMP
 AC7090  Y           -  -4,299,133.969 (meters)                     COMP
 AC7090  Z           -   4,625,308.263 (meters)                     COMP
 AC7090  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AC7090  ELLIP HEIGHT-         480.32  (meters)          (06/09/03) GPS OBS
 AC7090  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 AC7090
 AC7090  HORZ ORDER  -  FIRST
 AC7090  ELLP ORDER  -  FOURTH    CLASS II
 AC7090
 AC7090.This mark is at Bismarck Airport (BIS)
 AC7090
 AC7090.The horizontal coordinates were established by GPS observations
 AC7090.and adjusted by the National Geodetic Survey in November 1998..
 AC7090
 AC7090.The orthometric height was determined by GPS observations and a
 AC7090.high-resolution geoid model.
 AC7090
 AC7090.GPS derived orthometric heights for airport stations designated as
 AC7090.PACS or SACS are published to 2 decimal places.  This maintains
 AC7090.centimeter relative accuracy between the PACS and SACS.  It does
 AC7090.not indicate centimeter accuracy relative to other marks which are
 AC7090.part of the NAVD 88 network.
 AC7090
 AC7090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7090
 AC7090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7090
 AC7090.The ellipsoidal height was determined by GPS observations
 AC7090.and is referenced to NAD 83.
 AC7090
 AC7090.The geoid height was determined by GEOID03.
 AC7090
 AC7090;                    North         East     Units Scale Factor Converg.
 AC7090;SPC ND S     -   123,650.241   580,698.055   MT  0.99993633   -0 11 03.7
 AC7090;SPC ND S     -   405,676.64  1,905,177.35   iFT  0.99993633   -0 11 03.7
 AC7090;UTM  14      - 5,182,073.332   366,197.592   MT  0.99982005   -1 16 38.8
 AC7090
 AC7090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7090!SPC ND S     -   0.99992471  x   0.99993633  =   0.99986105
 AC7090!UTM  14      -   0.99992471  x   0.99982005  =   0.99974478
 AC7090
 AC7090                          SUPERSEDED SURVEY CONTROL
 AC7090
 AC7090  ELLIP H (11/20/98)  480.36   (m)                       GP(       ) 4 2
 AC7090
 AC7090.Superseded values are not recommended for survey control.
 AC7090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7090.See file dsdata.txt to determine how the superseded data were derived.
 AC7090
 AC7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6619882073(NAD 83)
 AC7090_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7090_STAMPING: ARP 1965
 AC7090_MARK LOGO: CGS   
 AC7090_PROJECTION: FLUSH
 AC7090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7090+STABILITY: SURFACE MOTION
 AC7090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7090+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 AC7090
 AC7090  HISTORY     - Date     Condition        Report By
 AC7090  HISTORY     - 1965     MONUMENTED       CGS
 AC7090  HISTORY     - 19930630 GOOD             NGS
 AC7090  HISTORY     - 19980928 GOOD             NGS
 AC7090
 AC7090                          STATION DESCRIPTION
 AC7090
 AC7090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7090'AT THE APPROXIMATE CENTER OF THE FIELD EAST OF THE INTERSECTION OF THE
 AC7090'EASTWEST TAXIWAY LEADING TO THE NEW TERMINAL BUILDING, WITH THE MAIN
 AC7090'RUNWAY, 318.8 FT (97.2 M) EAST OF A RUNWAY LIGHT ALONG THE CL EXTENDED
 AC7090'OF THE TAXIWAY.  506.35 FT (154.34 M) WEST OF THE 6TH RUNWAY LIGHT
 AC7090'NORTH OF THE INTERSECTION OF THE MAIN RUNWAY WITH THE N-S RUNWAY, AND
 AC7090'ALONG THE LOWER EDGE OF A 3 FT (0.9 M) RIDGE RUNNING N-S.  A STANDARD
 AC7090'TOPO DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED ARP
 AC7090'1965.
 AC7090
 AC7090                          STATION RECOVERY (1998)
 AC7090
 AC7090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7090'THE STATION IS LOCATED ON THE SOUTH EDGE OF BISMARK AT THE BISMARK
 AC7090'MUNICIPAL AIRPORT, NEAR MIDFIELD BETWEEN RUNWAYS 17-35 AND 13-31, IN
 AC7090'TALL GRASS AT THE BOTTOM OF THE WEST SIDE OF A 1 M (3.3 FT) TALL RIDGE
 AC7090'RUNNING NORTH-SOUTH.  OWNERSHIP--CITY OF BISMARK, BISMARK MUNICIPAL
 AC7090'AIRPORT, P.O.  BOX 991, BISMARK, N.D.  58502-0991.  AIRPORT MANAGER IS
 AC7090'GREG HAUG, OPERATIONS MANAGER IS TIMOTHY J.  THORSEN, PHONE
 AC7090'701-222-6502.  CONTACT ONE OF THEM ONE DAY IN ADVANCE FOR PERMISSION
 AC7090'TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AC7090'INTERSTATE HIGHWAY 94 AND BISMARK EXPRESSWAY (EXIT 161) , GO SOUTH,
 AC7090'SOUTHWEST, THEN WEST ON BISMARK EXPRESSWAY FOR 5.79 KM (3.60 MI) TO A
 AC7090'PAVED CROSSROAD (AIRPORT ROAD) .  TURN LEFT, SOUTH, ON AIRPORT ROAD
 AC7090'FOR 1.28 KM (0.80 MI) T THE T-JUNCTION OF UNIVERSITY DRIVE.  TURN
 AC7090'LEFT, EAST, THEN SOUTH, ON UNIVERSITY DRIVE FOR 0.56 KM (0.35 MI) TO A
 AC7090'PAVED ROAD LEFT AT THE BEACON.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI)
 AC7090'TO THE ADMINISTRATION BUILDING.  TURN LEFT, NORTH, FOR 0.08 KM (0.05
 AC7090'MI) PASSING THE BUILDING TO A LOCKED GATE (GATE 20) ON THE RIGHT.
 AC7090'TURN RIGHT, EAST, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO
 AC7090'THE APRON.  CONTINUE AHEAD, EAST, ACROSS APRON FOR 0.16 KM (0.10 MI)
 AC7090'TO THE PARALLEL TAXI (TAXI A) FOR RUNWAY 13-31.  TURN RIGHT,
 AC7090'SOUTHEAST, ALONG THE TAXI FOR 0.4 KM (0.25 MI) TO A CONNECTOR TAXI ON
 AC7090'THE LEFT.  TURN LEFT, EAST, ALONG THE CONNECTOR FOR 0.08 KM (0.05 MI)
 AC7090'TO THE RUNWAY.  CONTINUE AHEAD, EAST, CROSSING THE RUNWAY AND ACROSS
 AC7090'GRASS FOR 0.18 KM (0.10 MI) TO THE STATION.  THE STATION IS SET IN THE
 AC7090'TOP OF A 25 CM SQUARE CONCRETE POST RECESSED 8 CM.  IT IS ABOUT 88 M
 AC7090'(288.7 FT) NORTH OF THE EXTENDED CENTER OF THE CONNECTOR TAXI, 98.4 M
 AC7090'(322.8 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 13-31, 96.9 M
 AC7090'(317.9 FT) NORTHEAST OF A RUNWAY LIGHT ON THE NORTHEAST SIDE OF THE
 AC7090'RUNWAY (THE RUNWAY LIGHT IS ON THE NORTHEAST SIDE OF THE JUNCTION OF
 AC7090'THE RUNWAY AND CONNECTOR TAXI) , 0.55 M (1.80 FT) WEST-SOUTHWEST OF A
 AC7090'FIBERGLASS WITNESS POST, AND 0.4 M (1.3 FT) NORTHEAST OF A STEEL POST.
 AC7090'THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH5338 ***********************************************************************
 AH5338  DESIGNATION -  BIS C
 AH5338  PID         -  AH5338
 AH5338  STATE/COUNTY-  ND/BURLEIGH
 AH5338  USGS QUAD   -  MENOKEN SW (1976)
 AH5338
 AH5338                         *CURRENT SURVEY CONTROL
 AH5338  ___________________________________________________________________
 AH5338* NAD 83(1996)-  46 45 52.03071(N)    100 44 24.82417(W)     ADJUSTED  
 AH5338* NAVD 88     -       502.1    (meters)    1647.     (feet)  GPS OBS   
 AH5338  ___________________________________________________________________
 AH5338  X           -    -815,706.752 (meters)                     COMP
 AH5338  Y           -  -4,300,453.198 (meters)                     COMP
 AH5338  Z           -   4,624,217.170 (meters)                     COMP
 AH5338  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AH5338  ELLIP HEIGHT-         480.56  (meters)          (06/09/03) GPS OBS
 AH5338  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 AH5338
 AH5338  HORZ ORDER  -  THIRD
 AH5338  ELLP ORDER  -  FOURTH    CLASS II
 AH5338
 AH5338.This mark is at Bismarck Airport (BIS)
 AH5338
 AH5338.The horizontal coordinates were established by GPS observations
 AH5338.and adjusted by the National Geodetic Survey in November 1998..
 AH5338
 AH5338.The orthometric height was determined by GPS observations and a
 AH5338.high-resolution geoid model.
 AH5338
 AH5338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5338
 AH5338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5338
 AH5338.The ellipsoidal height was determined by GPS observations
 AH5338.and is referenced to NAD 83.
 AH5338
 AH5338.The geoid height was determined by GEOID03.
 AH5338
 AH5338;                    North         East     Units Scale Factor Converg.
 AH5338;SPC ND S     -   122,054.160   581,650.199   MT  0.99993660   -0 10 30.8
 AH5338;SPC ND S     -   400,440.16  1,908,301.18   iFT  0.99993660   -0 10 30.8
 AH5338;UTM  14      - 5,180,459.571   367,119.010   MT  0.99981703   -1 16 04.9
 AH5338
 AH5338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5338!SPC ND S     -   0.99992468  x   0.99993660  =   0.99986128
 AH5338!UTM  14      -   0.99992468  x   0.99981703  =   0.99974172
 AH5338
 AH5338                          SUPERSEDED SURVEY CONTROL
 AH5338
 AH5338  ELLIP H (11/20/98)  480.60   (m)                       GP(       ) 4 2
 AH5338
 AH5338.Superseded values are not recommended for survey control.
 AH5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5338.See file dsdata.txt to determine how the superseded data were derived.
 AH5338
 AH5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6711980460(NAD 83)
 AH5338_MARKER: DD = SURVEY DISK
 AH5338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5338_SP_SET: APRON
 AH5338_STAMPING: BIS C 1998
 AH5338_MARK LOGO: NOS   
 AH5338_PROJECTION: FLUSH
 AH5338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5338+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5338
 AH5338  HISTORY     - Date     Condition        Report By
 AH5338  HISTORY     - 1998     MONUMENTED       NGS
 AH5338
 AH5338                          STATION DESCRIPTION
 AH5338
 AH5338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5338'THE STATION IS LOCATED ON THE SOUTH EDGE OF BISMARK AT THE BISMARK
 AH5338'MUNICIPAL AIRPORT, IN THE NORTHWEST AREA OF THE AIRFIELD, SOUTHWEST OF
 AH5338'AND IN LINE WITH RUNWAY END 13, AND ALSO IN LINE WITH THE CENTER OF
 AH5338'THE DOUBLE DOORS OF A LARGE HANGAR TO THE SOUTH.  OWNERSHIP--CITY OF
 AH5338'BISMARK, BISMARK MUNICIPAL AIRPORT, P.O.  BOX 991, BISMARK, N.D.
 AH5338'58502-0991.  AIRPORT MANAGER IS GREG HAUG, OPERATIONS MANAGER IS
 AH5338'TIMOTHY J.  THORSEN, PHONE 701-222-6502.  CONTACT ONE OF THEM ONE DAY
 AH5338'IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE
 AH5338'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND BISMARK
 AH5338'EXPRESSWAY (EXIT 161) , GO SOUTH, SOUTHWEST, THEN WEST ON BISMARK
 AH5338'EXPRESSWAY FOR 5.79 KM (3.60 MI) TO A PAVED CROSSROAD (AIRPORT ROAD) .
 AH5338'TURN LEFT, SOUTH, ON AIRPORT ROAD FOR 1.28 KM (0.80 MI) T THE
 AH5338'T-JUNCTION OF UNIVERSITY DRIVE.  TURN LEFT, EAST, THEN SOUTH, ON
 AH5338'UNIVERSITY DRIVE FOR 0.56 KM (0.35 MI) TO A PAVED ROAD LEFT AT THE
 AH5338'BEACON.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI) TO THE ADMINISTRATION
 AH5338'BUILDING.  TURN LEFT, NORTH, FOR 0.08 KM (0.05 MI) PASSING THE
 AH5338'BUILDING TO A LOCKED GATE (GATE 20) ON THE RIGHT.  TURN RIGHT, EAST,
 AH5338'PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN
 AH5338'RIGHT, SOUTHEAST, ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO TAXIWAY
 AH5338'A3.  TURN LEFT, EAST, FOR 0.16 KM (0.10 MI) TO TAXIWAY C, TURN RIGHT,
 AH5338'SOUTHEAST, FOR 2.01 KM (1.25 MI) TO THE AIR NATIONAL GUARD RAMP
 AH5338'ENTRANCE.  TURN RIGHT ONTO THE AIR NATIONAL GUARD RAMP TO THE STATION
 AH5338'ON THE LEFT.  THE STATION IS SET IN THE SOUTHEAST CORNER OF THE RAMP.
 AH5338'33.6 M (110.2 FT) SOUTHEAST OF A TAXIWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1947 ***********************************************************************
 TE1947  DESIGNATION -  BISBEE
 TE1947  PID         -  TE1947
 TE1947  STATE/COUNTY-  ND/TOWNER
 TE1947  USGS QUAD   -  BISBEE NORTH (1971)
 TE1947
 TE1947                         *CURRENT SURVEY CONTROL
 TE1947  ___________________________________________________________________
 TE1947* NAD 83(1996)-  48 37 52.90900(N)    099 22 51.27111(W)     ADJUSTED  
 TE1947* NAVD 88     -       488.8    (meters)    1604.     (feet)  VERTCON   
 TE1947  ___________________________________________________________________
 TE1947  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 TE1947  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 TE1947
 TE1947  HORZ ORDER  -  SECOND
 TE1947
 TE1947.The horizontal coordinates were established by classical geodetic methods
 TE1947.and adjusted by the National Geodetic Survey in January 1998..
 TE1947
 TE1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1947
 TE1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1947
 TE1947.The geoid height was determined by GEOID03.
 TE1947
 TE1947;                    North         East     Units Scale Factor Converg.
 TE1947;SPC ND N     -   181,981.848   682,484.084   MT  0.99998138   +0 49 57.9
 TE1947;SPC ND N     -   597,053.31  2,239,121.01   iFT  0.99998138   +0 49 57.9
 TE1947;UTM  14      - 5,386,547.553   471,934.379   MT  0.99960968   -0 17 09.1
 TE1947
 TE1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1947!SPC ND N     -   0.99992697  x   0.99998138  =   0.99990835
 TE1947!UTM  14      -   0.99992697  x   0.99960968  =   0.99953668
 TE1947
 TE1947|---------------------------------------------------------------------|
 TE1947| PID    Reference Object                     Distance      Geod. Az  |
 TE1947|                                                           dddmmss.s |
 TE1947| CO7363 BISBEE RM 2                          18.957 METERS 09111     |
 TE1947| CO7362 BISBEE RM 1                          22.950 METERS 27107     |
 TE1947| TE1948 REBAR 24                            APPROX. 2.0 KM 2712253.9 |
 TE1947|---------------------------------------------------------------------|
 TE1947
 TE1947                          SUPERSEDED SURVEY CONTROL
 TE1947
 TE1947  NAD 83(1986)-  48 37 52.90908(N)    099 22 51.25907(W) AD(       ) 2
 TE1947  NAD 27      -  48 37 52.89696(N)    099 22 49.75372(W) AD(       ) 2
 TE1947  NGVD 29 (07/19/86)  488.4    (m)         1602.     (f) VERT ANG       
 TE1947
 TE1947.Superseded values are not recommended for survey control.
 TE1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1947.See file dsdata.txt to determine how the superseded data were derived.
 TE1947
 TE1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7193486548(NAD 83)
 TE1947_MARKER: DD = SURVEY DISK
 TE1947_SETTING: 0 = UNSPECIFIED SETTING
 TE1947
 TE1947  HISTORY     - Date     Condition        Report By
 TE1947  HISTORY     - 1968     MONUMENTED       USGS
 TE1947
 TE1947                          STATION DESCRIPTION
 TE1947
 TE1947'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1947'THE STATION IS LOCATED APPROX. 0.5 MI N. OF THE VILLAGE OF BISBEE
 TE1947'ON THE S. SIDE STATE HWY. 66, NEAR THE W. SIXTEENTH COR. BETWEEN
 TE1947'SECS. 1 AND 36, TS. 159 AND 160 N., R. 68 W.
 TE1947'
 TE1947'TO REACH THE STATION FROM THE POST OFFICE AT BISBEE, GO NW. ALONG
 TE1947'RD. 0.3 MI TO STATE HWY. 66, TURN RIGHT (E.) AND GO 0.2 MI E. ALONG
 TE1947'STATE HWY. 66 TO STATION ON RIGHT (S.) SIDE HWY.
 TE1947'
 TE1947'STATION MARK, A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE1947'ROD, CENTERED IN A 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1947'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET BISBEE 1968, STATION IS
 TE1947'FLUSH WITH GROUND, 73 FT S. AND 830 FT W. OF CENTER OF HWY. 66 AT
 TE1947'T-RD. S., 3 FT N. AND 4 FT E. OF POWER LINE POLE, 3 FT N. OF USGS
 TE1947'WITNESS POST.
 TE1947'
 TE1947'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1947'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1947'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BISBEE NO 1 1968, MARK IS
 TE1947'FLUSH WITH THE GROUND, W. OF THE STATION, 72 FT S. AND 905 FT W.
 TE1947'OF CENTER OF STATE HWY. 66 AT T-RD. S., 72 FT S. OF CENTER OF
 TE1947'STATE HWY. 66.
 TE1947'
 TE1947'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1947'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE1947'WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED BISBEE NO 2 1968,
 TE1947'74 FT S. AND 768 FT W. OF CENTER OF HWY. 66 AT T-RD. S.
 TE1947'
 TE1947'AZIMUTH MARK - NONE SET.
 TE1947'
 TE1947'REFERENCE AZIMUTH OBSERVED TO TOP CENTER OF VENT TOP ELEVATOR IN
 TE1947'BISBEE.  POINT OBSERVED TOP CENTER OF VENT ON TOP OF HIGHEST AND
 TE1947'CENTER OF THREE ELEVATORS, BUILT IN 1954.  ELEVATOR IN CENTER OF
 TE1947'VILLAGE OF BISBEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0874 ***********************************************************************
 RR0874  DESIGNATION -  BISMARCK
 RR0874  PID         -  RR0874
 RR0874  STATE/COUNTY-  ND/BURLEIGH
 RR0874  USGS QUAD   -  BISMARCK (1976)
 RR0874
 RR0874                         *CURRENT SURVEY CONTROL
 RR0874  ___________________________________________________________________
 RR0874* NAD 83(1996)-  46 49 14.73374(N)    100 46 56.81707(W)     ADJUSTED  
 RR0874* NAVD 88     -       625.3    (meters)    2052.     (feet)  VERTCON   
 RR0874  ___________________________________________________________________
 RR0874  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 RR0874  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0874
 RR0874  HORZ ORDER  -  FIRST
 RR0874
 RR0874.The horizontal coordinates were established by classical geodetic methods
 RR0874.and adjusted by the National Geodetic Survey in January 1998..
 RR0874
 RR0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0874
 RR0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0874
 RR0874.The geoid height was determined by GEOID03.
 RR0874
 RR0874;                    North         East     Units Scale Factor Converg.
 RR0874;SPC ND S     -   128,323.851   578,447.739   MT  0.99993588   -0 12 21.6
 RR0874;SPC ND S     -   421,010.01  1,897,794.42   iFT  0.99993588   -0 12 21.6
 RR0874;UTM  14      - 5,186,788.507   364,037.122   MT  0.99982721   -1 17 60.0
 RR0874
 RR0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0874!SPC ND S     -   0.99990536  x   0.99993588  =   0.99984124
 RR0874!UTM  14      -   0.99990536  x   0.99982721  =   0.99973258
 RR0874
 RR0874|---------------------------------------------------------------------|
 RR0874| PID    Reference Object                     Distance      Geod. Az  |
 RR0874|                                                           dddmmss.s |
 RR0874| CO4391 BISMARCK RM 1                                      14756     |
 RR0874| CO4390 BISMARCK AZ MK                                     1573734.1 |
 RR0874| RR0884 TAGHON                              APPROX.16.4 KM 2544244.3 |
 RR0874| RR0883 MANDAN OCCIDENT FLOUR MILL TK       APPROX. 9.0 KM 2670156.4 |
 RR0874| RR0879 MANDAN NO PAC RR SHOPS STACK        APPROX. 8.3 KM 2725214.7 |
 RR0874| RR0880 MANDAN COURTHOUSE SPIRE             APPROX. 8.5 KM 2782818.6 |
 RR0874| CO4392 BISMARCK RM 2                                      28806     |
 RR0874|---------------------------------------------------------------------|
 RR0874
 RR0874                          SUPERSEDED SURVEY CONTROL
 RR0874
 RR0874  NAD 83(1986)-  46 49 14.72590(N)    100 46 56.79802(W) AD(       ) 1
 RR0874  NAD 27      -  46 49 14.75000(N)    100 46 55.33800(W) AD(       ) 1
 RR0874  NGVD 29 (07/19/86)  624.9    (m)         2050.     (f) VERT ANG       
 RR0874
 RR0874.Superseded values are not recommended for survey control.
 RR0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0874.See file dsdata.txt to determine how the superseded data were derived.
 RR0874
 RR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6403786789(NAD 83)
 RR0874_MARKER: DS = TRIANGULATION STATION DISK
 RR0874_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RR0874_SP_SET: PARAPET WALL
 RR0874_STAMPING: BISMARCK 1934
 RR0874_MARK LOGO: CGS   
 RR0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0874
 RR0874  HISTORY     - Date     Condition        Report By
 RR0874  HISTORY     - 1934     MONUMENTED       CGS
 RR0874  HISTORY     - 1954     GOOD             CGS
 RR0874  HISTORY     - 1961     GOOD             CGS
 RR0874  HISTORY     - 1965     GOOD             CGS
 RR0874  HISTORY     - 19940510 GOOD             NDHD
 RR0874
 RR0874                          STATION DESCRIPTION
 RR0874
 RR0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0874'STATION IS LOCATED ON THE PARAPET OF THE SW CORNER OF THE
 RR0874'UPPER ROOF OF THE NORTH DAKOTA STATE CAPITOL BUILDING AT
 RR0874'BISMARCK.  THE STATION MARK IS 2.03 FEET FROM THE W EDGE OF
 RR0874'THE PARAPET AND 32.5 FEET FROM THE CENTER OF THE SMOKE STACK.
 RR0874'THE MARK IS A STANDARD BRONZE DISK STAMPED BISMARCK 1934 AND
 RR0874'IS SET FLUSH WITH THE PARAPET.
 RR0874'
 RR0874'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK ON PARAPET OF
 RR0874'BAY ON S EDGE AND IS SET FLUSH WITH THE PARAPET.  REFERENCE
 RR0874'MARK NO. 2 IS A STANDARD BRONZE DISK ON PARAPET OF BAY ON W
 RR0874'EDGE OF ROOF AND IS SET FLUSH WITH THE PARAPET.
 RR0874'
 RR0874'THE AZIMUTH MARK IS SE OF THE STATION AND IS A STANDARD
 RR0874'BRONZE DISK SET IN CONCRETE.  IT
 RR0874'IS 93.5 FEET FROM THE CENTER LINE OF U.S. HIGHWAY 83 N AND
 RR0874'113.0 FEET FROM THE CENTER OF INTERSECTION OF EIGHTH STREET
 RR0874'AND U.S. HIGHWAY 83 N.
 RR0874'
 RR0874'NOTE--DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK ARE FROM
 RR0874'ECCENTRIC STATION, WHICH IS NOT MARKED.  NO ACCURATE MEASUREMENT
 RR0874'OF DISTANCE FROM TRUE STATION TO AZIMUTH MARK COULD BE MADE.
 RR0874'
 RR0874'R.M. MEASUREMENTS ARE FROM TRUE STATION.
 RR0874'
 RR0874'A 4-FOOT STAND CLEARS ALL LINES.
 RR0874
 RR0874                          STATION RECOVERY (1954)
 RR0874
 RR0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RR0874'REFERENCE MARK DISK STAMPED BISMARCK AZIMUTH 1934 RECEIVED AT
 RR0874'THIS OFFICE 12/28/54.
 RR0874'
 RR0874'AZIMUTH MARK WAS DESTROYED TO PERMIT CONSTRUCTION OF A NEW
 RR0874'JUNIOR COLLEGE BUILDING.
 RR0874
 RR0874                          STATION RECOVERY (1961)
 RR0874
 RR0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RR0874'THIS STATION WAS RECOVERED AND THE STATION AND REFERENCE
 RR0874'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 RR0874'NOT RECOVERED AND HAS PROBABLY BEEN DESTROYED BY CITY DEVELOPMENT.
 RR0874'THE DIRECTION THAT THIS MARK WAS SET FROM THE INTERSECTION
 RR0874'WAS NOT RECORDED IN THE ORIGINAL DESCRIPTION SO IT WAS DIFFICULT
 RR0874'TO DETERMINE EXACTLY WHERE TO SEARCH.
 RR0874
 RR0874                          STATION RECOVERY (1965)
 RR0874
 RR0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 RR0874'THE STATION AND BOTH R.M.S WERE RECOVERED AS DESCRIBED IN
 RR0874'GOOD CONDITION.
 RR0874'
 RR0874'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH
 RR0874'OF BISMARCK
 RR0874
 RR0874                          STATION RECOVERY (1994)
 RR0874
 RR0874'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 RR0874'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0878 ***********************************************************************
 RR0878  DESIGNATION -  BISMARCK
 RR0878  PID         -  RR0878
 RR0878  STATE/COUNTY-  ND/BURLEIGH
 RR0878  USGS QUAD   -  BISMARCK (1976)
 RR0878
 RR0878                         *CURRENT SURVEY CONTROL
 RR0878  ___________________________________________________________________
 RR0878* NAD 83(1996)-  46 49 15.16847(N)    100 45 10.38125(W)     ADJUSTED  
 RR0878* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 RR0878  ___________________________________________________________________
 RR0878  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 RR0878  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RR0878
 RR0878  HORZ ORDER  -  SECOND
 RR0878
 RR0878.The horizontal coordinates were established by classical geodetic methods
 RR0878.and adjusted by the National Geodetic Survey in January 1998..
 RR0878
 RR0878.The orthometric height was scaled from a topographic map.
 RR0878
 RR0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0878
 RR0878.The geoid height was determined by GEOID03.
 RR0878
 RR0878;                    North         East     Units Scale Factor Converg.
 RR0878;SPC ND S     -   128,329.587   580,703.767   MT  0.99993588   -0 11 04.0
 RR0878;SPC ND S     -   421,028.83  1,905,196.09   iFT  0.99993588   -0 11 04.0
 RR0878;UTM  14      - 5,186,751.174   366,292.595   MT  0.99981974   -1 16 42.3
 RR0878
 RR0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0878!SPC ND S     -   0.99991224  x   0.99993588  =   0.99984813
 RR0878!UTM  14      -   0.99991224  x   0.99981974  =   0.99973200
 RR0878
 RR0878:                Primary Azimuth Mark                     Grid Az
 RR0878:SPC ND S     -  MARYSVILLE                               313 12 53.3
 RR0878:UTM  14      -  MARYSVILLE                               314 18 31.6
 RR0878
 RR0878|---------------------------------------------------------------------|
 RR0878| PID    Reference Object                     Distance      Geod. Az  |
 RR0878|                                                           dddmmss.s |
 RR0878| RR0870 MARYSVILLE                          APPROX. 5.2 KM 3130149.3 |
 RR0878|---------------------------------------------------------------------|
 RR0878
 RR0878                          SUPERSEDED SURVEY CONTROL
 RR0878
 RR0878  NAD 83(1986)-  46 49 15.16029(N)    100 45 10.36159(W) AD(       ) 2
 RR0878  NAD 27      -  46 49 15.18200(N)    100 45 08.91000(W) AD(       ) 2
 RR0878
 RR0878.Superseded values are not recommended for survey control.
 RR0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0878.See file dsdata.txt to determine how the superseded data were derived.
 RR0878
 RR0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6629386751(NAD 83)
 RR0878_MARKER: Z = SEE DESCRIPTION
 RR0878_SETTING: 0 = UNSPECIFIED SETTING
 RR0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0878
 RR0878  HISTORY     - Date     Condition        Report By
 RR0878  HISTORY     - 1889     MONUMENTED       MORC
 RR0878
 RR0878                          STATION DESCRIPTION
 RR0878
 RR0878'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0878'BISMARCK IS ON LEFT BANK, ON NORTHEAST BEND OF A PLATEAU ABOUT
 RR0878'2 MILES NORTHEAST FROM BISMARCK, N. DAK., AND ABOUT 1-1/2
 RR0878'MILES WEST OF NORTH FROM THE PENITENTIARY, 2,500 FEET NORTHEAST
 RR0878'OF CATHOLIC CEMETERY, ON THE HIGHEST GROUND IN VICINITY.
 RR0878'TRIANGULATION STATION IS 60 FEET BACK FROM EDGE OF BLUFF LOOKING
 RR0878'TOWARDS BURNT CREEK AND 60 FEET NORTHWEST FROM A GRANITE
 RR0878'BOWLDER, 10 BY 12 FEET, WHICH IF PARTIALLY BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0394 ***********************************************************************
 RS0394  DESIGNATION -  BISMARCK BILLINGS AWY BCN 50
 RS0394  PID         -  RS0394
 RS0394  STATE/COUNTY-  ND/STARK
 RS0394  USGS QUAD   -  BRATBURG BUTTE (1973)
 RS0394
 RS0394                         *CURRENT SURVEY CONTROL
 RS0394  ___________________________________________________________________
 RS0394* NAD 83(1996)-  46 49 41.61780(N)    102 27 30.32175(W)     ADJUSTED  
 RS0394* NAVD 88     -                                                        
 RS0394  ___________________________________________________________________
 RS0394  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 RS0394  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 RS0394
 RS0394  HORZ ORDER  -  THIRD
 RS0394
 RS0394.The horizontal coordinates were established by classical geodetic methods
 RS0394.and adjusted by the National Geodetic Survey in January 1998..
 RS0394
 RS0394
 RS0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0394
 RS0394.The geoid height was determined by GEOID03.
 RS0394
 RS0394;                    North         East     Units Scale Factor Converg.
 RS0394;SPC ND S     -   130,977.684   450,598.572   MT  0.99993586   -1 25 42.4
 RS0394;SPC ND S     -   429,716.81  1,478,341.77   iFT  0.99993586   -1 25 42.4
 RS0394;UTM  13      - 5,189,212.373   693,839.291   MT  1.00006184   +1 51 15.0
 RS0394
 RS0394                          SUPERSEDED SURVEY CONTROL
 RS0394
 RS0394  NAD 83(1986)-  46 49 41.61677(N)    102 27 30.31770(W) AD(       ) 4
 RS0394  NAD 27      -  46 49 41.60800(N)    102 27 28.67900(W) AD(       ) 3
 RS0394
 RS0394.Superseded values are not recommended for survey control.
 RS0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0394.See file dsdata.txt to determine how the superseded data were derived.
 RS0394
 RS0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM9383989212(NAD 83)
 RS0394_MARKER: 21 = AIRPORT BEACON
 RS0394
 RS0394  HISTORY     - Date     Condition        Report By
 RS0394  HISTORY     - 1941     FIRST OBSERVED   CGS
 RS0394
 RS0394                          STATION DESCRIPTION
 RS0394
 RS0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 RS0394'STATION IS ABOUT 6 MILES SOUTHEAST OF GLADSTONE AND 5 MILES
 RS0394'SOUTH-SOUTHWEST OF TAYLOR.  IT WAS NOT VISITED BECAUSE OF THE
 RS0394'DISTANCE FROM CENTRAL CAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0768 ***********************************************************************
 RR0768  DESIGNATION -  BISMARCK FARGO AWY BN 62
 RR0768  PID         -  RR0768
 RR0768  STATE/COUNTY-  ND/KIDDER
 RR0768  USGS QUAD   -  LAKE GENEVA (1975)
 RR0768
 RR0768                         *CURRENT SURVEY CONTROL
 RR0768  ___________________________________________________________________
 RR0768* NAD 83(1996)-  46 49 43.31861(N)    100 04 14.39474(W)     ADJUSTED  
 RR0768* NAVD 88     -                                                        
 RR0768  ___________________________________________________________________
 RR0768  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 RR0768  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RR0768
 RR0768  HORZ ORDER  -  THIRD
 RR0768
 RR0768.The horizontal coordinates were established by classical geodetic methods
 RR0768.and adjusted by the National Geodetic Survey in January 1998..
 RR0768
 RR0768
 RR0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0768
 RR0768.The geoid height was determined by GEOID03.
 RR0768
 RR0768;                    North         East     Units Scale Factor Converg.
 RR0768;SPC ND S     -   129,257.256   632,755.439   MT  0.99993586   +0 18 47.3
 RR0768;SPC ND S     -   424,072.36  2,075,969.29   iFT  0.99993586   +0 18 47.3
 RR0768;UTM  14      - 5,186,684.866   418,342.568   MT  0.99968195   -0 46 51.2
 RR0768
 RR0768                          SUPERSEDED SURVEY CONTROL
 RR0768
 RR0768  NAD 83(1986)-  46 49 43.30588(N)    100 04 14.37979(W) AD(       ) 4
 RR0768  NAD 27      -  46 49 43.36100(N)    100 04 13.00000(W) AD(       ) 3
 RR0768
 RR0768.Superseded values are not recommended for survey control.
 RR0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0768.See file dsdata.txt to determine how the superseded data were derived.
 RR0768
 RR0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1834386685(NAD 83)
 RR0768_MARKER: 22 = AIRWAY BEACON
 RR0768
 RR0768  HISTORY     - Date     Condition        Report By
 RR0768  HISTORY     - 1948     FIRST OBSERVED   CGS
 RR0768  HISTORY     - 1953     MARK NOT FOUND   CGS
 RR0768
 RR0768                          STATION DESCRIPTION
 RR0768
 RR0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0768'STATION IS LOCATED ABOUT 35 MILES EAST OF BISMARCK, ABOUT 4
 RR0768'MILES SOUTHEAST OF THE TOWN OF DRISCOLL, AND ABOUT 3 MILES
 RR0768'SOUTH OF U.S. HIGHWAY NO. 10.  IT IS A STEEL STRUCTURE, 4-LEGGED,
 RR0768'PAINTED IN ALTERNATE ORANGE AND WHITE SECTIONS, AND IS ABOUT
 RR0768'50 FEET HIGH.  THE POINT OF INTERSECTION WAS THE REVOLVING
 RR0768'BEACON ATOP THE STRUCTURE.
 RR0768
 RR0768                          STATION RECOVERY (1953)
 RR0768
 RR0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 RR0768'THIS STATION COULD NOT BE SEEN FROM THE GROUND AT TRIANGULATION
 RR0768'STATION LONG WHEN IT WAS RELOCATED RECENTLY.  CAA RECORDS IN
 RR0768'THE FIFTH REGION INDICATE THAT A BEACON NO LONGER EXISTS
 RR0768'AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0871 ***********************************************************************
 RR0871  DESIGNATION -  BISMARCK MUNICIPAL TANK
 RR0871  PID         -  RR0871
 RR0871  STATE/COUNTY-  ND/BURLEIGH
 RR0871  USGS QUAD   -  BISMARCK (1976)
 RR0871
 RR0871                         *CURRENT SURVEY CONTROL
 RR0871  ___________________________________________________________________
 RR0871* NAD 83(1996)-  46 48 56.20649(N)    100 47 33.39236(W)     ADJUSTED  
 RR0871* NAVD 88     -                                                        
 RR0871  ___________________________________________________________________
 RR0871  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 RR0871  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RR0871
 RR0871  HORZ ORDER  -  THIRD
 RR0871
 RR0871.The horizontal coordinates were established by classical geodetic methods
 RR0871.and adjusted by the National Geodetic Survey in January 1998..
 RR0871
 RR0871
 RR0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0871
 RR0871.The geoid height was determined by GEOID03.
 RR0871
 RR0871;                    North         East     Units Scale Factor Converg.
 RR0871;SPC ND S     -   127,754.611   577,670.368   MT  0.99993591   -0 12 48.3
 RR0871;SPC ND S     -   419,142.42  1,895,243.99   iFT  0.99993591   -0 12 48.3
 RR0871;UTM  14      - 5,186,234.272   363,249.110   MT  0.99982985   -1 18 26.3
 RR0871
 RR0871                          SUPERSEDED SURVEY CONTROL
 RR0871
 RR0871  NAD 83(1986)-  46 48 56.19919(N)    100 47 33.37243(W) AD(       ) 4
 RR0871  NAD 27      -  46 48 56.21700(N)    100 47 31.91300(W) AD(       ) 3
 RR0871
 RR0871.Superseded values are not recommended for survey control.
 RR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0871.See file dsdata.txt to determine how the superseded data were derived.
 RR0871
 RR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6324986234(NAD 83)
 RR0871_MARKER: 53 = ELEVATED TANK
 RR0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RR0871+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 RR0871
 RR0871  HISTORY     - Date     Condition        Report By
 RR0871  HISTORY     - 1945     FIRST OBSERVED   CGS
 RR0871  HISTORY     - 1951     GOOD             CGS
 RR0871  HISTORY     - 1965     GOOD             CGS
 RR0871  HISTORY     - 1975     GOOD             NGS
 RR0871  HISTORY     - 20050714 GOOD             GEOCAC
 RR0871
 RR0871                          STATION DESCRIPTION
 RR0871
 RR0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0871'STATION IS THE MUNICIPAL WATER TANK FOR BISMARCK AND IS LOCATED
 RR0871'ON THE NW CORNER OF THE INTERSECTION OF MANDAN STREET AND
 RR0871'AVENUE F IN BISMARCK.  IT IS A 500,000 GALLON SILVER WATER TANK
 RR0871'120 FEET IN HEIGHT MOUNTED ON TEN LEGS.  THE TANK IS APPROXIMATELY
 RR0871'50 FEET IN DIAMETER, THE LEGS ARE APPROXIMATELY 80 FEET LONG.
 RR0871'TANK WAS BUILT IN 1938.
 RR0871'
 RR0871'POINT INTERSECTED WAS THE VENT CAP AT THE APEX OF THE TANK.
 RR0871'
 RR0871'THIS IS AN INTERSECTION STATION.
 RR0871
 RR0871                          STATION RECOVERY (1951)
 RR0871
 RR0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 RR0871'THE STATION WAS FOUND IN EXCELLENT CONDITION.  DESCRIPTION
 RR0871'ADEQUATE.
 RR0871
 RR0871                          STATION RECOVERY (1965)
 RR0871
 RR0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 RR0871'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 RR0871'THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE TANK IS NOW LIGHT
 RR0871'BLUE INSTEAD OF SILVER.
 RR0871'
 RR0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NW
 RR0871'PORTION OF BISMARCK
 RR0871
 RR0871                          STATION RECOVERY (1975)
 RR0871
 RR0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RR0871'RECOVERED AS DESCRIBED IN GOOD CONDITION- THE TANK IS NOW PAINTED
 RR0871'LIGHT BLUE.
 RR0871'
 RR0871'COMPUTED COORDINATES WAS USED IN A FIX IN CONJUNCTION WITH
 RR0871'TRIANGULATION STATIONS LINCOLN (MORC) - DAVENPORT-SIBLEY AND
 RR0871'BISMARCK MUNICIPAL TANK WITH ACCEPTABLE RESULTS.
 RR0871'
 RR0871'4 POSITIONS TAKEN WITH T-2 FROM LOCAL CONTROL SCHEME.  BASED ON
 RR0871'BAP-1945.
 RR0871'
 RR0871'RECORDS AVAILABLE IN DIV. OF PHOTO, AIRPORTS SURVEYS SECTION.
 RR0871'
 RR0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BISMARCK.
 RR0871
 RR0871                          STATION RECOVERY (2005)
 RR0871
 RR0871'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RR0871'THE LEGS ARE NOW PAINTED DARK BLUE, AND THE TANK IS WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0869 ***********************************************************************
 RR0869  DESIGNATION -  BISMARCK NORTH BASE
 RR0869  PID         -  RR0869
 RR0869  STATE/COUNTY-  ND/BURLEIGH
 RR0869  USGS QUAD   -  BISMARCK (1976)
 RR0869
 RR0869                         *CURRENT SURVEY CONTROL
 RR0869  ___________________________________________________________________
 RR0869* NAD 83(1996)-  46 48 13.69949(N)    100 48 16.86943(W)     ADJUSTED  
 RR0869* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 RR0869  ___________________________________________________________________
 RR0869  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 RR0869  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RR0869
 RR0869  HORZ ORDER  -  THIRD
 RR0869
 RR0869.The horizontal coordinates were established by classical geodetic methods
 RR0869.and adjusted by the National Geodetic Survey in January 1998..
 RR0869
 RR0869.The orthometric height was scaled from a topographic map.
 RR0869
 RR0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0869
 RR0869.The geoid height was determined by GEOID03.
 RR0869
 RR0869;                    North         East     Units Scale Factor Converg.
 RR0869;SPC ND S     -   126,445.603   576,743.662   MT  0.99993600   -0 13 20.0
 RR0869;SPC ND S     -   414,847.78  1,892,203.62   iFT  0.99993600   -0 13 20.0
 RR0869;UTM  14      - 5,184,943.326   362,297.686   MT  0.99983306   -1 18 57.1
 RR0869
 RR0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0869!SPC ND S     -   0.99992493  x   0.99993600  =   0.99986093
 RR0869!UTM  14      -   0.99992493  x   0.99983306  =   0.99975800
 RR0869
 RR0869:                Primary Azimuth Mark                     Grid Az
 RR0869:SPC ND S     -  BISMARCK SOUTH BASE                      162 11 43.5
 RR0869:UTM  14      -  BISMARCK SOUTH BASE                      163 17 20.6
 RR0869
 RR0869|---------------------------------------------------------------------|
 RR0869| PID    Reference Object                     Distance      Geod. Az  |
 RR0869|                                                           dddmmss.s |
 RR0869| RR0873 BISMARCK SOUTH BASE                 APPROX. 5.1 KM 1615823.5 |
 RR0869|---------------------------------------------------------------------|
 RR0869
 RR0869                          SUPERSEDED SURVEY CONTROL
 RR0869
 RR0869  NAD 83(1986)-  46 48 13.69162(N)    100 48 16.85035(W) AD(       ) 3
 RR0869  NAD 27      -  46 48 13.70600(N)    100 48 15.39300(W) AD(       ) 3
 RR0869
 RR0869.Superseded values are not recommended for survey control.
 RR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0869.See file dsdata.txt to determine how the superseded data were derived.
 RR0869
 RR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6229884943(NAD 83)
 RR0869_MARKER: Z = SEE DESCRIPTION
 RR0869_SETTING: 0 = UNSPECIFIED SETTING
 RR0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0869
 RR0869  HISTORY     - Date     Condition        Report By
 RR0869  HISTORY     - 1889     MONUMENTED       MORC
 RR0869
 RR0869                          STATION DESCRIPTION
 RR0869
 RR0869'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0869'BISMARCK NORTH BASE IS ON LEFT BANK, IN THE BOTTOM, 580 FEET
 RR0869'SOUTH OF THE N. P. R. R. AT A POINT 1,101 FEET WEST FROM THE
 RR0869'FIRST TRESTLE WEST OF BISMARCK DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0872 ***********************************************************************
 RR0872  DESIGNATION -  BISMARCK PRESB CHURCH SPIRE
 RR0872  PID         -  RR0872
 RR0872  STATE/COUNTY-  ND/BURLEIGH
 RR0872  USGS QUAD   -  BISMARCK (1976)
 RR0872
 RR0872                         *CURRENT SURVEY CONTROL
 RR0872  ___________________________________________________________________
 RR0872* NAD 83(1996)-  46 48 51.97612(N)    100 47 07.15075(W)     ADJUSTED  
 RR0872* NAVD 88     -                                                        
 RR0872  ___________________________________________________________________
 RR0872  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 RR0872  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0872
 RR0872  HORZ ORDER  -  THIRD
 RR0872
 RR0872.The horizontal coordinates were established by classical geodetic methods
 RR0872.and adjusted by the National Geodetic Survey in January 1998..
 RR0872
 RR0872
 RR0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0872
 RR0872.The geoid height was determined by GEOID03.
 RR0872
 RR0872;                    North         East     Units Scale Factor Converg.
 RR0872;SPC ND S     -   127,621.942   578,226.157   MT  0.99993591   -0 12 29.2
 RR0872;SPC ND S     -   418,707.16  1,897,067.44   iFT  0.99993591   -0 12 29.2
 RR0872;UTM  14      - 5,186,091.031   363,802.205   MT  0.99982800   -1 18 07.0
 RR0872
 RR0872                          SUPERSEDED SURVEY CONTROL
 RR0872
 RR0872  NAD 83(1986)-  46 48 51.96825(N)    100 47 07.13382(W) AD(       ) 4
 RR0872  NAD 27      -  46 48 51.99000(N)    100 47 05.67000(W) AD(       ) 3
 RR0872
 RR0872.Superseded values are not recommended for survey control.
 RR0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0872.See file dsdata.txt to determine how the superseded data were derived.
 RR0872
 RR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6380286091(NAD 83)
 RR0872_MARKER: 90 = CHURCH SPIRE
 RR0872
 RR0872  HISTORY     - Date     Condition        Report By
 RR0872  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0872  HISTORY     - 1965     GOOD             CGS
 RR0872
 RR0872                          STATION DESCRIPTION
 RR0872
 RR0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0872'THIS IS A RED BRICK, RECTANGULAR BUILDING.  ON THE SW CORNER
 RR0872'OF THE BUILDING IS A TALL SLENDER SPIRE, WHOSE OVERALL HEIGHT
 RR0872'IS ABOUT 100 FEET.
 RR0872'
 RR0872'THIS BUILDING IS SITUATED IN THE CITY OF BISMARCK, ON THE NE
 RR0872'CORNER OF THE INTERSECTION OF SECOND STREET AND THAYER AVENUE.
 RR0872
 RR0872                          STATION RECOVERY (1965)
 RR0872
 RR0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 RR0872'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD
 RR0872'CONDITION.
 RR0872'
 RR0872'X AND Y COORDINATES AS PUBLISHED ARE IN ERROR BY ABOUT 3,000
 RR0872'FT IN Y AND 2,000 FT IN X DIRECTIONS.  THE LATITUDE AND LONGITUDE
 RR0872'ARE SIMILARLY IN ERROR.
 RR0872'
 RR0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISMARCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0873 ***********************************************************************
 RR0873  DESIGNATION -  BISMARCK SOUTH BASE
 RR0873  PID         -  RR0873
 RR0873  STATE/COUNTY-  ND/BURLEIGH
 RR0873  USGS QUAD   -  BISMARCK (1976)
 RR0873
 RR0873                         *CURRENT SURVEY CONTROL
 RR0873  ___________________________________________________________________
 RR0873* NAD 83(1996)-  46 45 37.41261(N)    100 47 02.86148(W)     ADJUSTED  
 RR0873* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 RR0873  ___________________________________________________________________
 RR0873  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 RR0873  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RR0873
 RR0873  HORZ ORDER  -  THIRD
 RR0873
 RR0873.The horizontal coordinates were established by classical geodetic methods
 RR0873.and adjusted by the National Geodetic Survey in January 1998..
 RR0873
 RR0873.The orthometric height was scaled from a topographic map.
 RR0873
 RR0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0873
 RR0873.The geoid height was determined by GEOID03.
 RR0873
 RR0873;                    North         East     Units Scale Factor Converg.
 RR0873;SPC ND S     -   121,613.984   578,295.352   MT  0.99993669   -0 12 26.1
 RR0873;SPC ND S     -   398,996.01  1,897,294.46   iFT  0.99993669   -0 12 26.1
 RR0873;UTM  14      - 5,180,083.497   363,756.761   MT  0.99982815   -1 17 59.7
 RR0873
 RR0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0873!SPC ND S     -   0.99992493  x   0.99993669  =   0.99986162
 RR0873!UTM  14      -   0.99992493  x   0.99982815  =   0.99975309
 RR0873
 RR0873:                Primary Azimuth Mark                     Grid Az
 RR0873:SPC ND S     -  LINCOLN RESET                            282 56 40.0
 RR0873:UTM  14      -  LINCOLN RESET                            284 02 13.6
 RR0873
 RR0873|---------------------------------------------------------------------|
 RR0873| PID    Reference Object                     Distance      Geod. Az  |
 RR0873|                                                           dddmmss.s |
 RR0873| RR0867 LINCOLN RESET                       APPROX. 5.3 KM 2824413.9 |
 RR0873|---------------------------------------------------------------------|
 RR0873
 RR0873                          SUPERSEDED SURVEY CONTROL
 RR0873
 RR0873  NAD 83(1986)-  46 45 37.40433(N)    100 47 02.84301(W) AD(       ) 3
 RR0873  NAD 27      -  46 45 37.42400(N)    100 47 01.39300(W) AD(       ) 3
 RR0873
 RR0873.Superseded values are not recommended for survey control.
 RR0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0873.See file dsdata.txt to determine how the superseded data were derived.
 RR0873
 RR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6375780083(NAD 83)
 RR0873_MARKER: Z = SEE DESCRIPTION
 RR0873_SETTING: 0 = UNSPECIFIED SETTING
 RR0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0873
 RR0873  HISTORY     - Date     Condition        Report By
 RR0873  HISTORY     - 1889     MONUMENTED       MORC
 RR0873
 RR0873                          STATION DESCRIPTION
 RR0873
 RR0873'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0873'BISMARCK SOUTH BASE IS ON LEFT BANK, 16,650 FEET S. 18 DEG
 RR0873'E. FROM TRIANGULATION STATION NORTH BASE, ON A SOMEWHAT
 RR0873'PROMINENT KNOLL IN BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0875 ***********************************************************************
 RR0875  DESIGNATION -  BISMARCK STATE CAPITOL BLDG TK
 RR0875  PID         -  RR0875
 RR0875  STATE/COUNTY-  ND/BURLEIGH
 RR0875  USGS QUAD   -  BISMARCK (1976)
 RR0875
 RR0875                         *CURRENT SURVEY CONTROL
 RR0875  ___________________________________________________________________
 RR0875* NAD 83(1996)-  46 49 18.17376(N)    100 46 53.59219(W)     ADJUSTED  
 RR0875* NAVD 88     -                                                        
 RR0875  ___________________________________________________________________
 RR0875  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 RR0875  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0875
 RR0875  HORZ ORDER  -  THIRD
 RR0875
 RR0875.The horizontal coordinates were established by classical geodetic methods
 RR0875.and adjusted by the National Geodetic Survey in January 1998..
 RR0875
 RR0875
 RR0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0875
 RR0875.The geoid height was determined by GEOID03.
 RR0875
 RR0875;                    North         East     Units Scale Factor Converg.
 RR0875;SPC ND S     -   128,429.825   578,516.473   MT  0.99993588   -0 12 19.3
 RR0875;SPC ND S     -   421,357.69  1,898,019.92   iFT  0.99993588   -0 12 19.3
 RR0875;UTM  14      - 5,186,893.138   364,107.859   MT  0.99982698   -1 17 57.7
 RR0875
 RR0875                          SUPERSEDED SURVEY CONTROL
 RR0875
 RR0875  NAD 83(1986)-  46 49 18.16619(N)    100 46 53.57219(W) AD(       ) 4
 RR0875  NAD 27      -  46 49 18.19000(N)    100 46 52.12000(W) AD(       ) 3
 RR0875
 RR0875.Superseded values are not recommended for survey control.
 RR0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0875.See file dsdata.txt to determine how the superseded data were derived.
 RR0875
 RR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6410886893(NAD 83)
 RR0875_MARKER: 53 = ELEVATED TANK
 RR0875
 RR0875  HISTORY     - Date     Condition        Report By
 RR0875  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0875  HISTORY     - 1945     GOOD             CGS
 RR0875  HISTORY     - 1957     GOOD             CGS
 RR0875
 RR0875                          STATION DESCRIPTION
 RR0875
 RR0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0875'THIS IS AN ALUMINUM PAINTED, STEEL WATER TANK, SET ON A BLACK
 RR0875'PAINTED STEEL GIRDER TOWER.  ITS OVERALL HEIGHT IS APPROXIMATELY
 RR0875'90 FEET, AND ITS CAPACITY IS 25,000 GALLONS.
 RR0875'
 RR0875'THE TANK IS SITUATED ON THE STATE CAPITOL GROUNDS, ABOUT 350
 RR0875'FEET NE OF THE STATE CAPITOL BUILDING, IN BISMARCK.
 RR0875
 RR0875                          STATION RECOVERY (1945)
 RR0875
 RR0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0875'STATION IS A SILVER WATER TANK FOR THE NORTH DAKOTA STATE
 RR0875'CAPITOL BUILDING.  IT IS APPROXIMATELY 400 FEET NE OF THE NE
 RR0875'CORNER OF THE STATE CAPITOL BUILDING.  TANK IS APPROXIMATELY
 RR0875'100 FEET IN HEIGHT AND IS SUPPORTED BY FOUR LEGS APPROXIMATELY
 RR0875'75 FEET IN LENGTH.  THERE ARE NO MARKINGS ON THE TANK.
 RR0875'
 RR0875'POINT INTERSECTED WAS THE VENT CAP AT THE APEX OF THE TANK.
 RR0875'
 RR0875'THIS IS AN INTERSECTION STATION.
 RR0875
 RR0875                          STATION RECOVERY (1957)
 RR0875
 RR0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0875'STATION DESTROYED AS THIS WATER TANK HAS BEEN REMOVED FROM
 RR0875'THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0888 ***********************************************************************
 RR0888  DESIGNATION -  BISMARK AIR BEACON
 RR0888  PID         -  RR0888
 RR0888  STATE/COUNTY-  ND/MORTON
 RR0888  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0888
 RR0888                         *CURRENT SURVEY CONTROL
 RR0888  ___________________________________________________________________
 RR0888* NAD 83(1996)-  46 46 36.41059(N)    101 00 47.74834(W)     ADJUSTED  
 RR0888* NAVD 88     -                                                        
 RR0888  ___________________________________________________________________
 RR0888  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 RR0888  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 RR0888
 RR0888  HORZ ORDER  -  THIRD
 RR0888
 RR0888.The horizontal coordinates were established by classical geodetic methods
 RR0888.and adjusted by the National Geodetic Survey in January 1998..
 RR0888
 RR0888
 RR0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0888
 RR0888.The geoid height was determined by GEOID03.
 RR0888
 RR0888;                    North         East     Units Scale Factor Converg.
 RR0888;SPC ND S     -   123,524.498   560,803.730   MT  0.99993636   -0 22 27.7
 RR0888;SPC ND S     -   405,264.10  1,839,907.25   iFT  0.99993636   -0 22 27.7
 RR0888;UTM  14      - 5,182,327.092   346,306.118   MT  0.99989034   -1 28 02.4
 RR0888
 RR0888                          SUPERSEDED SURVEY CONTROL
 RR0888
 RR0888  NAD 83(1986)-  46 46 36.40384(N)    101 00 47.73074(W) AD(       ) 4
 RR0888  NAD 27      -  46 46 36.42195(N)    101 00 46.24208(W) AD(       ) 3
 RR0888
 RR0888.Superseded values are not recommended for survey control.
 RR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0888.See file dsdata.txt to determine how the superseded data were derived.
 RR0888
 RR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS4630682327(NAD 83)
 RR0888_MARKER: 22 = AIRWAY BEACON
 RR0888
 RR0888  HISTORY     - Date     Condition        Report By
 RR0888  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0888  HISTORY     - 1951     GOOD             CGS
 RR0888
 RR0888                          STATION DESCRIPTION
 RR0888
 RR0888'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0888'LOCATED IN SE. 1/4 OF SEC. 10, T. 138 N., R. 82 W.  STATION IS
 RR0888'DEPARTMENT OF COMMERCE AIR BEACON, APPROXIMATELY 25 FT HIGH, WITH
 RR0888'REVOLVING LIGHT.
 RR0888
 RR0888                          STATION RECOVERY (1951)
 RR0888
 RR0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0888'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MANDAN, AND
 RR0888'60 FEET NORTH OF AN EAST-WEST SECTION LINE ROAD.
 RR0888'
 RR0888'IT IS A FOUR LEGGED STEEL TOWER 58 FEET IN HEIGHT HAVING A
 RR0888'REVOLVING LIGHT ON THE TOP.  THE TOWER PROPER IS PAINTED SILVER
 RR0888'AND THE LIGHT ASSEMBLY AND THE CATWALK ARE PAINTED ORANGE.
 RR0888'THE POINT OBSERVED ON WAS THE CENTER OF THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7216 ***********************************************************************
 AJ7216  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7216  DESIGNATION -  BISMARK CORS ARP
 AJ7216  CORS_ID     -  BSMK
 AJ7216  PID         -  AJ7216
 AJ7216  STATE/COUNTY-  ND/BURLEIGH
 AJ7216  USGS QUAD   -  BISMARCK (1976)
 AJ7216
 AJ7216                         *CURRENT SURVEY CONTROL
 AJ7216  ___________________________________________________________________
 AJ7216* NAD 83(CORS)-  46 49 16.02787(N)    100 49 00.04267(W)     ADJUSTED  
 AJ7216* NAVD 88     -                                                        
 AJ7216  ___________________________________________________________________
 AJ7216  EPOCH DATE  -        2002.00
 AJ7216  X           -    -820,591.542 (meters)                     COMP
 AJ7216  Y           -  -4,294,898.734 (meters)                     COMP
 AJ7216  Z           -   4,628,582.380 (meters)                     COMP
 AJ7216  ELLIP HEIGHT-         552.00  (meters)          (12/??/03) GPS OBS
 AJ7216  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AJ7216
 AJ7216  HORZ ORDER  -  SPECIAL (CORS)
 AJ7216  ELLP ORDER  -  SPECIAL (CORS)
 AJ7216
 AJ7216.ITRF positions are available for this station.
 AJ7216.The coordinates were established by GPS observations
 AJ7216.and adjusted by the National Geodetic Survey in December 2003..
 AJ7216.The coordinates are valid at the epoch date displayed above.
 AJ7216.The epoch date for horizontal control is a decimal equivalence
 AJ7216.of Year/Month/Day.
 AJ7216
 AJ7216
 AJ7216.The PID for the CORS L1 Phase Center is DF9210.
 AJ7216
 AJ7216.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7216
 AJ7216.The ellipsoidal height was determined by GPS observations
 AJ7216.and is referenced to NAD 83.
 AJ7216
 AJ7216.The geoid height was determined by GEOID03.
 AJ7216
 AJ7216;                    North         East     Units Scale Factor Converg.
 AJ7216;SPC ND S     -   128,373.771   575,836.047   MT  0.99993588   -0 13 51.5
 AJ7216;SPC ND S     -   421,173.79  1,889,225.88   iFT  0.99993588   -0 13 51.5
 AJ7216
 AJ7216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7216!SPC ND S     -   0.99991348  x   0.99993588  =   0.99984937
 AJ7216
 AJ7216                          SUPERSEDED SURVEY CONTROL
 AJ7216
 AJ7216  NAD 83(CORS)-  46 49 16.02790(N)    100 49 00.04286(W) AD(2002.00) c
 AJ7216  ELLIP H (03/??/02)  552.03   (m)                       GP(2002.00) c c
 AJ7216  NAD 83(CORS)-  46 49 16.02790(N)    100 49 00.04286(W) AD(1997.00) c
 AJ7216  ELLIP H (01/??/02)  552.03   (m)                       GP(1997.00) c c
 AJ7216
 AJ7216.Superseded values are not recommended for survey control.
 AJ7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7216.See file dsdata.txt to determine how the superseded data were derived.
 AJ7216
 AJ7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6142786888(NAD 83)
 AJ7216_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7216
 AJ7216                          STATION DESCRIPTION
 AJ7216
 AJ7216'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 AJ7216'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7216'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7216'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7216'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7216'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7217 ***********************************************************************
 AJ7217  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7217  DESIGNATION -  BISMARK CORS L1 PHASE CENTER
 AJ7217  CORS_ID     -  BSMK
 AJ7217  PID         -  AJ7217
 AJ7217  STATE/COUNTY-  ND/BURLEIGH
 AJ7217  USGS QUAD   -  BISMARCK (1976)
 AJ7217
 AJ7217                         *CURRENT SURVEY CONTROL
 AJ7217  ___________________________________________________________________
 AJ7217* NAD 83(CORS)-  46 49 16.02788(N)    100 49 00.04264(W)     ADJUSTED  
 AJ7217* NAVD 88     -                                                        
 AJ7217  ___________________________________________________________________
 AJ7217  EPOCH DATE  -        2002.00
 AJ7217  X           -    -820,591.550 (meters)                     COMP
 AJ7217  Y           -  -4,294,898.781 (meters)                     COMP
 AJ7217  Z           -   4,628,582.432 (meters)                     COMP
 AJ7217  ELLIP HEIGHT-         552.07  (meters)          (12/??/03) GPS OBS
 AJ7217  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AJ7217
 AJ7217  HORZ ORDER  -  SPECIAL (CORS)
 AJ7217  ELLP ORDER  -  SPECIAL (CORS)
 AJ7217
 AJ7217.ITRF positions are available for this station.
 AJ7217.The coordinates were established by GPS observations
 AJ7217.and adjusted by the National Geodetic Survey in December 2003..
 AJ7217.The coordinates are valid at the epoch date displayed above.
 AJ7217.The epoch date for horizontal control is a decimal equivalence
 AJ7217.of Year/Month/Day.
 AJ7217
 AJ7217
 AJ7217.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7217
 AJ7217.The ellipsoidal height was determined by GPS observations
 AJ7217.and is referenced to NAD 83.
 AJ7217
 AJ7217.The geoid height was determined by GEOID03.
 AJ7217
 AJ7217;                    North         East     Units Scale Factor Converg.
 AJ7217;SPC ND S     -   128,373.771   575,836.047   MT  0.99993588   -0 13 51.5
 AJ7217;SPC ND S     -   421,173.79  1,889,225.88   iFT  0.99993588   -0 13 51.5
 AJ7217
 AJ7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7217!SPC ND S     -   0.99991347  x   0.99993588  =   0.99984935
 AJ7217
 AJ7217                          SUPERSEDED SURVEY CONTROL
 AJ7217
 AJ7217  NAD 83(CORS)-  46 49 16.02791(N)    100 49 00.04283(W) AD(2002.00) c
 AJ7217  ELLIP H (03/??/02)  552.11   (m)                       GP(2002.00) c c
 AJ7217  NAD 83(CORS)-  46 49 16.02791(N)    100 49 00.04283(W) AD(1997.00) c
 AJ7217  ELLIP H (01/??/02)  552.11   (m)                       GP(1997.00) c c
 AJ7217
 AJ7217.Superseded values are not recommended for survey control.
 AJ7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7217.See file dsdata.txt to determine how the superseded data were derived.
 AJ7217
 AJ7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6142786888(NAD 83)
 AJ7217_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7217
 AJ7217                          STATION DESCRIPTION
 AJ7217
 AJ7217'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7217'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7217'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7217'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7217'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7217'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2023 ***********************************************************************
 TF2023  DESIGNATION -  BISON
 TF2023  PID         -  TF2023
 TF2023  STATE/COUNTY-  ND/MCHENRY
 TF2023  USGS QUAD   -  RANGELEY SE (1957)
 TF2023
 TF2023                         *CURRENT SURVEY CONTROL
 TF2023  ___________________________________________________________________
 TF2023* NAD 83(1996)-  48 03 51.50780(N)    100 16 11.54200(W)     ADJUSTED  
 TF2023* NAVD 88     -       511.2    (meters)    1677.     (feet)  VERTCON   
 TF2023  ___________________________________________________________________
 TF2023  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 TF2023  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 TF2023
 TF2023  HORZ ORDER  -  FIRST
 TF2023
 TF2023.The horizontal coordinates were established by classical geodetic methods
 TF2023.and adjusted by the National Geodetic Survey in January 1998..
 TF2023
 TF2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2023
 TF2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2023
 TF2023.The geoid height was determined by GEOID03.
 TF2023
 TF2023;                    North         East     Units Scale Factor Converg.
 TF2023;SPC ND N     -   118,356.206   617,150.847   MT  0.99993591   +0 10 16.5
 TF2023;SPC ND N     -   388,307.76  2,024,773.12   iFT  0.99993591   +0 10 16.5
 TF2023;UTM  14      - 5,324,227.778   405,391.803   MT  0.99970998   -0 56 41.0
 TF2023
 TF2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2023!SPC ND N     -   0.99992331  x   0.99993591  =   0.99985922
 TF2023!UTM  14      -   0.99992331  x   0.99970998  =   0.99963331
 TF2023
 TF2023|---------------------------------------------------------------------|
 TF2023| PID    Reference Object                     Distance      Geod. Az  |
 TF2023|                                                           dddmmss.s |
 TF2023| CO7365 BISON RM 1                           40.315 METERS 04046     |
 TF2023| TF2017 ORRIN SACRED HEART CATH CHURCH      APPROX. 8.3 KM 0692601.6 |
 TF2023| CO7364 BISON AZ MK                                        0845553.4 |
 TF2023| CO7366 BISON RM 2                           28.525 METERS 11157     |
 TF2023| SN1536 ANAMOOSE ST FRAN XAVIER CH          APPROX.19.8 KM 1735048.5 |
 TF2023| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX.20.1 KM 1743624.5 |
 TF2023| SN1555 DRAKE BELL TELEPHONE MICROWAVE      APPROX.17.0 KM 2053944.2 |
 TF2023| SN1554 DRAKE MUNICIPAL TANK                APPROX.17.2 KM 2054638.6 |
 TF2023|---------------------------------------------------------------------|
 TF2023
 TF2023                          SUPERSEDED SURVEY CONTROL
 TF2023
 TF2023  NAD 83(1986)-  48 03 51.51091(N)    100 16 11.54189(W) AD(       ) 1
 TF2023  NAD 27      -  48 03 51.49980(N)    100 16 10.04300(W) AD(       ) 1
 TF2023  NGVD 29 (07/19/86)  510.8    (m)         1676.     (f) VERT ANG       
 TF2023
 TF2023.Superseded values are not recommended for survey control.
 TF2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2023.See file dsdata.txt to determine how the superseded data were derived.
 TF2023
 TF2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU0539224228(NAD 83)
 TF2023_MARKER: DS = TRIANGULATION STATION DISK
 TF2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2023
 TF2023  HISTORY     - Date     Condition        Report By
 TF2023  HISTORY     - 1946     MONUMENTED       CGS
 TF2023  HISTORY     - 1956     GOOD             USGS
 TF2023  HISTORY     - 1962     GOOD             CGS
 TF2023  HISTORY     - 1967     GOOD             CGS
 TF2023
 TF2023                          STATION DESCRIPTION
 TF2023
 TF2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2023'THE STATION IS LOCATED ABOUT 11 AND 1/2 MILES NORTH-NORTHEAST
 TF2023'OF DRAKE, 6 MILES SOUTH OF SMOKY LAKE, 2 AND 1/2 MILES
 TF2023'WEST-NORTHWEST OF A HIGHER HILL AND 5 MILES WEST-SOUTHWEST OF ORRIN
 TF2023'ON THE HIGHEST POINT OF A LONE HILL WHICH IS 86 FEET WEST
 TF2023'OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 TF2023'IS STAMPED BISON 1946.
 TF2023'
 TF2023'REFERENCE MARK NO. 1 IS 132.29 FEET NORTHEAST OF THE STATION IN
 TF2023'A NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TF2023'STAMPED BISON NO 1 1946.
 TF2023'
 TF2023'REFERENCE MARK NO. 2 IS 93.60 FEET EAST-SOUTHEAST OF THE STATION
 TF2023'IN A NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TF2023'IS STAMPED BISON NO 2 1946.
 TF2023'
 TF2023'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 152 FEET SOUTH
 TF2023'OF A FENCE CORNER, 26 FEET WEST OF THE CENTERLINE OF TRACK ROAD,
 TF2023'2 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF FENCE.  THE MARK
 TF2023'PROJECTS 5 INCHES AND THE DISK IS STAMPED BISON 1946.
 TF2023'
 TF2023'TO REACH THE STATION FROM THE POST OFFICE IN ORRIN, GO NORTH ON
 TF2023'MAIN STREET FOR 0.3 MILE TO AN EAST-WEST ROAD.  TURN LEFT AND GO
 TF2023'WEST ON GRAVEL ROAD FOR 3.3 MILES TO A TRACK ROAD LEFT.  TURN
 TF2023'LEFT AND GO SOUTH 0.2 MILE TO A FORK IN THE TRACK ROAD.  TAKE THE
 TF2023'RIGHT FORK AND GO WEST ON TRACK ROAD FOR 1.0 MILE TO CROSSROADS.
 TF2023'TURN LEFT AND GO SOUTH 2.0 MILES TO A FENCE CORNER ON THE
 TF2023'RIGHT AND THE AZIMUTH MARK 152 FEET SOUTH OF THE FENCE CORNER.
 TF2023'TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF FENCE FOR 0.5
 TF2023'MILE TO A FENCE CORNER ON THE LEFT.  TURN LEFT AND DRIVE
 TF2023'SOUTH-SOUTHEAST FOR 100 YARDS TO THE TOP OF THE HILL AND THE
 TF2023'STATION.
 TF2023'
 TF2023'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TF2023
 TF2023                          STATION RECOVERY (1956)
 TF2023
 TF2023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TF2023'AZIMUTH MARK IS 2.0 MILES SOUTH OF ORRIN, AND 4.7 MILES WEST OF
 TF2023'RAILROAD CROSSING.  NEAR SECTIONS 13, 14, 23, AND 24, T153N,
 TF2023'R75W.  164 FEET SOUTH AND 39 FEET WEST OF DIM CROSSROAD.  A
 TF2023'STANDARD TABLET SET IN CONCRETE POST STAMPED BISON 1946.
 TF2023
 TF2023                          STATION RECOVERY (1962)
 TF2023
 TF2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2023'THE STATION IS LOCATED 1/2 MILE WEST AND 4 MILES NORTH OF THE
 TF2023'TOWN OF FUNSTON, IN THE NW 1/4 OF SEC. 23, T153N, R75W, ON
 TF2023'HIGHEST POINT OF A KNOLL.
 TF2023'
 TF2023'TO REACH THE STATION FROM THE RAILROAD SIDING AT FUNSTON, GO
 TF2023'NORTH ON THE GRAVELED ROAD FOR 1.9 MILES TO A T ROAD.  TURN
 TF2023'RIGHT AND GO EAST 0.2 MILE TO A SIDE ROAD RIGHT.  TURN LEFT AND GO
 TF2023'NORTH 3 MILES TO THE AZIMUTH ON THE RIGHT JUST BEFORE REACHING
 TF2023'THE CROSSROADS.  CONTINUE NORTH TO THE CROSSROADS.  TURN LEFT AND
 TF2023'GO WEST 0.5 MILE TO A FENCE CORNER.  TURN LEFT AND GO SOUTHWEST
 TF2023'0.05 MILE TO THE SUMMIT OF THE KNOLL AND STATION.
 TF2023'
 TF2023'THE STATION MARK IS A STANDARD DISK STAMPED BISON 1946 AND SET
 TF2023'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2023'2 INCHES.  IT IS 87 FEET WEST OF A NORTH-SOUTH FENCE AND 3.2
 TF2023'FEET SOUTHWEST OF THE WITNESS POST.
 TF2023'
 TF2023'REFERENCE MARK NO. 1, STAMPED BISON NO 1 1946, IS A STANDARD
 TF2023'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2023'PROJECTS 5 INCHES.  IT IS 129.3 FEET NORTHEAST OF THE WITNESS
 TF2023'POST AND IN A NORTH-SOUTH FENCE LINE.
 TF2023'
 TF2023'REFERENCE MARK NO. 2, STAMPED BISON NO 2 1946, IS A STANDARD
 TF2023'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2023'PROJECTS 5 INCHES.  IT IS 93 FEET SOUTHEAST OF THE WITNESS POST
 TF2023'AND IN A NORTH-SOUTH FENCE LINE.
 TF2023'
 TF2023'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BISON 1946 AND SET
 TF2023'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2023'4 INCHES.  IT IS 150 FEET SOUTH OF A CROSSROAD, 40 FEET WEST OF
 TF2023'THE CENTER OF A GRAVELED ROAD, 1-1/2 FEET EAST OF THE NORTH-SOUTH
 TF2023'FENCE LINE AND 1.9 FEET SOUTHEAST OF THE WITNESS POST.
 TF2023'
 TF2023'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 135 FEET.
 TF2023
 TF2023                          STATION RECOVERY (1967)
 TF2023
 TF2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2023'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 TF2023'
 TF2023'THE 1962 LOCATION AND DESCRIPTION OF HOW TO REACH THE STATION IS
 TF2023'ADEQUATE.
 TF2023'
 TF2023'PROPERTY ON WHICH THE STATION IS ESTABLISHED IS OWNED BY A
 TF2023'MR. BERNARD BRUMLEY.
 TF2023'
 TF2023'DISTANCE AND DIRECTION TO THE MARKS CHECK ADEQUATELY.
 TF2023'
 TF2023'STATION MARK DISK IS STAMPED BISON 1946 AND THE MARK PROJECTS ABOUT
 TF2023'4 INCHES.   MARK IS 87.0 FEET WEST OF A NORTH-SOUTH
 TF2023'FENCELINE, AND 9.3 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 TF2023'
 TF2023'REFERENCE MARK NUMBER 1 DISK IS STAMPED BISON NO 1 1946 AND THE
 TF2023'MARK PROJECTS ABOVE 4 INCHES.  MARK IS IN A NORTH-SOUTH
 TF2023'FENCELINE.
 TF2023'
 TF2023'REFERENCE MARK NUMBER 2 DISK IS STAMPED BISON NO 2 1946 AND THE
 TF2023'MARK PROJECTS ABOUT 5 INCHES.  MARK IS IN A NORTH-SOUTH
 TF2023'FENCELINE.
 TF2023'
 TF2023'AZIMUTH MARK DISK IS STAMPED BISON 1946 AND THE MARK PROJECTS ABOUT
 TF2023'4 INCHES.  MARK IS 166 FEET WEST OF THE APPROXIMATE
 TF2023'CENTER OF A NORTH-SOUTH GRADED ROAD, 151.6 FEET SOUTH OF A FENCE
 TF2023'CORNER, 39 FEET SOUTH OF THE APPROXIMATE CENTER OF AN EAST-WEST
 TF2023'TRACK ROAD, 2.8 FEET SOUTH OF A METAL WITNESS POST AND 1.6 FEET
 TF2023'EAST OF A NORTH-SOUTH FENCE LINE.
 TF2023'
 TF2023'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1336 ***********************************************************************
 SL1336  DESIGNATION -  BLABON ST ANTHONY DAK CO ELEV
 SL1336  PID         -  SL1336
 SL1336  STATE/COUNTY-  ND/STEELE
 SL1336  USGS QUAD   -  BLABON (1967)
 SL1336
 SL1336                         *CURRENT SURVEY CONTROL
 SL1336  ___________________________________________________________________
 SL1336* NAD 83(1996)-  47 24 11.74279(N)    097 47 13.22564(W)     ADJUSTED  
 SL1336* NAVD 88     -                                                        
 SL1336  ___________________________________________________________________
 SL1336  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 SL1336  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL1336
 SL1336  HORZ ORDER  -  THIRD
 SL1336
 SL1336.The horizontal coordinates were established by classical geodetic methods
 SL1336.and adjusted by the National Geodetic Survey in January 1998..
 SL1336
 SL1336
 SL1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1336
 SL1336.The geoid height was determined by GEOID03.
 SL1336
 SL1336;                    North         East     Units Scale Factor Converg.
 SL1336;SPC ND N     -    48,442.454   804,740.612   MT  1.00000605   +2 01 07.8
 SL1336;SPC ND N     -   158,931.94  2,640,225.10   iFT  1.00000605   +2 01 07.8
 SL1336;UTM  14      - 5,250,691.939   591,521.770   MT  0.99970294   +0 53 34.8
 SL1336
 SL1336                          SUPERSEDED SURVEY CONTROL
 SL1336
 SL1336  NAD 83(1986)-  47 24 11.74006(N)    097 47 13.21918(W) AD(       ) 4
 SL1336  NAD 27      -  47 24 11.76200(N)    097 47 11.87600(W) AD(       ) 3
 SL1336
 SL1336.Superseded values are not recommended for survey control.
 SL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1336.See file dsdata.txt to determine how the superseded data were derived.
 SL1336
 SL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9152250692(NAD 83)
 SL1336
 SL1336  HISTORY     - Date     Condition        Report By
 SL1336  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1336
 SL1336                          STATION DESCRIPTION
 SL1336
 SL1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1336'THIS INTERSECTION STATION IS LOCATED IN THE NE PART OF THE TOWN
 SL1336'OF BLABON ABOUT 17 YARDS W OF THE MAIN RAILROAD TRACKS.
 SL1336'
 SL1336'THE ELEVATOR IS RECTANGULAR IN SHAPE AND ABOUT 80 FEET HIGH.
 SL1336'IT WAS BUILT ABOUT 1901.  THE POINT LOCATED WAS THE CENTER OF
 SL1336'THE TOP OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0459 ***********************************************************************
 RS0459  DESIGNATION -  BLACK
 RS0459  PID         -  RS0459
 RS0459  STATE/COUNTY-  ND/SLOPE
 RS0459  USGS QUAD   -  BLACK BUTTE (1973)
 RS0459
 RS0459                         *CURRENT SURVEY CONTROL
 RS0459  ___________________________________________________________________
 RS0459* NAD 83(1996)-  46 23 54.02286(N)    103 26 54.07054(W)     ADJUSTED  
 RS0459* NAVD 88     -      1057.6    (meters)    3470.     (feet)  VERTCON   
 RS0459  ___________________________________________________________________
 RS0459  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RS0459  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RS0459
 RS0459  HORZ ORDER  -  FIRST
 RS0459
 RS0459.The horizontal coordinates were established by classical geodetic methods
 RS0459.and adjusted by the National Geodetic Survey in January 1998..
 RS0459
 RS0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0459
 RS0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0459
 RS0459.The geoid height was determined by GEOID03.
 RS0459
 RS0459;                    North         East     Units Scale Factor Converg.
 RS0459;SPC ND S     -    85,584.660   373,316.567   MT  0.99996468   -2 09 01.7
 RS0459;SPC ND S     -   280,789.57  1,224,791.89   iFT  0.99996468   -2 09 01.7
 RS0459;UTM  13      - 5,139,477.071   619,281.833   MT  0.99977490   +1 07 25.5
 RS0459
 RS0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0459!SPC ND S     -   0.99983675  x   0.99996468  =   0.99980143
 RS0459!UTM  13      -   0.99983675  x   0.99977490  =   0.99961168
 RS0459
 RS0459:                Primary Azimuth Mark                     Grid Az
 RS0459:SPC ND S     -  BUTTE RESET                              169 58 43.7
 RS0459:UTM  13      -  BUTTE RESET                              166 42 16.5
 RS0459
 RS0459|---------------------------------------------------------------------|
 RS0459| PID    Reference Object                     Distance      Geod. Az  |
 RS0459|                                                           dddmmss.s |
 RS0459| RS0458 BUTTE RESET                         APPROX.21.7 KM 1674942.0 |
 RS0459| RS0454 BOWMAN MUNICIPAL TANK               APPROX.24.3 KM 1714720.2 |
 RS0459| CQ7083 BLACK RM 2                           28.180 METERS 19806     |
 RS0459| CQ7082 BLACK RM 1                           13.440 METERS 31022     |
 RS0459|---------------------------------------------------------------------|
 RS0459
 RS0459                          SUPERSEDED SURVEY CONTROL
 RS0459
 RS0459  NAD 83(1996)-  46 23 54.01351(N)    103 26 54.06746(W) AD(       ) 1
 RS0459  NAD 83(1986)-  46 23 54.01205(N)    103 26 54.06608(W) AD(       ) 1
 RS0459  NAD 27      -  46 23 53.97700(N)    103 26 52.39500(W) AD(       ) 1
 RS0459  NGVD 29 (07/19/86) 1057.1    (m)         3468.     (f) VERT ANG       
 RS0459
 RS0459.Superseded values are not recommended for survey control.
 RS0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0459.See file dsdata.txt to determine how the superseded data were derived.
 RS0459
 RS0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM1928239477(NAD 83)
 RS0459_MARKER: DS = TRIANGULATION STATION DISK
 RS0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0459
 RS0459  HISTORY     - Date     Condition        Report By
 RS0459  HISTORY     - 1912     MONUMENTED       CGS
 RS0459  HISTORY     - 1935     GOOD             CGS
 RS0459
 RS0459                          STATION DESCRIPTION
 RS0459
 RS0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 RS0459'ABOUT 15 MILES NORTH AND 2 MILES WEST OF BOWMAN, ON THE SOUTHWEST
 RS0459'END OF BLACK BUTTE, A GRASSY FLAT-TOPPED BUTTE ABOUT 2 MILES LONG
 RS0459'EAST AND WEST AND ONE-FOURTH TO THREE-FOURTHS MILE WIDE, FORMERLY
 RS0459'KNOWN AS H.T. BUTTE, AS IT WAS INCLUDED IN THE RANGE OF THE H.T.
 RS0459'RANCH.  THE STATION IS ABOUT 20 METERS FROM THE WEST EDGE OF THE
 RS0459'BLUFF AND ABOUT 30 METERS FROM THE LEDGE AT THE SOUTHWEST CORNER
 RS0459'OF THE BUTTE.  IT IS MARKED BY A STANDARD DISK STATION MARK,
 RS0459'SET IN THE TOP OF A CONCRETE CYLINDER 7 INCHES IN DIAMETER AND
 RS0459'30 INCHES LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS
 RS0459'USED FOR THE FORM.  THE CYLINDER PROJECTS 3 INCHES ABOVE THE
 RS0459'GROUND.  THE UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH
 RS0459'IN DIAMETER AND 2 INCHES LONG SET IN A BOULDER ABOUT 24
 RS0459'INCHES BELOW THE SURFACE OF THE GROUND.  A REFERENCE MARK,
 RS0459'IS ABOUT 15 METERS FROM THE SHEER WALL ON THE WEST SIDE OF
 RS0459'THE BUTTE, AND IS 13.44 METERS FROM THE STATION N 49 DEG 38 MIN W.
 RS0459'THE REFERENCE MARK CONSISTS OF A STANDARD DISK, SET
 RS0459'IN THE TOP OF A CONCRETE CYLINDER 5-1/2 INCHES IN DIAMETER
 RS0459'AND 30 INCHES LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS
 RS0459'USED FOR THE FORM.  THE CYLINDER PROJECTS ABOUT 30 INCHES ABOVE
 RS0459'THE GROUND.  A DRILL HOLE IN SOLID ROCK IS ON A CORNER MADE BY A
 RS0459'BREAK IN THE LEDGE ON THE SOUTH SIDE OF THE BUTTE, 1 METER
 RS0459'FROM THE EDGE AND 28.18 METERS FROM THE STATION S 18 DEG 06 MIN W.
 RS0459
 RS0459                          STATION RECOVERY (1935)
 RS0459
 RS0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 RS0459'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 RS0459'MARKS WERE ALSO FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1753 ***********************************************************************
 SN1753  DESIGNATION -  BLACK
 SN1753  PID         -  SN1753
 SN1753  STATE/COUNTY-  ND/MCLEAN
 SN1753  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN1753
 SN1753                         *CURRENT SURVEY CONTROL
 SN1753  ___________________________________________________________________
 SN1753* NAD 83(1996)-  47 36 36.65829(N)    101 45 33.03064(W)     ADJUSTED  
 SN1753* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 SN1753  ___________________________________________________________________
 SN1753  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 SN1753  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SN1753
 SN1753  HORZ ORDER  -  SECOND
 SN1753
 SN1753.The horizontal coordinates were established by classical geodetic methods
 SN1753.and adjusted by the National Geodetic Survey in January 1998..
 SN1753
 SN1753.The orthometric height was scaled from a topographic map.
 SN1753
 SN1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1753
 SN1753.The geoid height was determined by GEOID03.
 SN1753
 SN1753;                    North         East     Units Scale Factor Converg.
 SN1753;SPC ND N     -    68,614.440   505,334.983   MT  0.99996993   -0 56 13.2
 SN1753;SPC ND N     -   225,112.99  1,657,923.17   iFT  0.99996993   -0 56 13.2
 SN1753;SPC ND S     -   216,805.074   505,329.356   MT  1.00002762   -0 55 06.3
 SN1753;SPC ND S     -   711,302.74  1,657,904.71   iFT  1.00002762   -0 55 06.3
 SN1753;UTM  14      - 5,276,664.146   292,639.418   MT  1.00012843   -2 02 18.9
 SN1753
 SN1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1753!SPC ND N     -   0.99990717  x   0.99996993  =   0.99987710
 SN1753!SPC ND S     -   0.99990717  x   1.00002762  =   0.99993478
 SN1753!UTM  14      -   0.99990717  x   1.00012843  =   1.00003558
 SN1753
 SN1753:                Primary Azimuth Mark                     Grid Az
 SN1753:SPC ND N     -  BLACK AZ MK                              001 54 49.9
 SN1753:SPC ND S     -  BLACK AZ MK                              001 53 43.0
 SN1753:UTM  14      -  BLACK AZ MK                              003 00 55.6
 SN1753
 SN1753|---------------------------------------------------------------------|
 SN1753| PID    Reference Object                     Distance      Geod. Az  |
 SN1753|                                                           dddmmss.s |
 SN1753| CQ7087 BLACK AZ MK                                        0005836.7 |
 SN1753| CQ7088 BLACK RM 1                            5.626 METERS 00338     |
 SN1753| CQ7089 BLACK RM 2                            7.376 METERS 10403     |
 SN1753| SN1751 WHITE SHIELD E SEGMENT TANK         APPROX. 8.7 KM 3110506.8 |
 SN1753|---------------------------------------------------------------------|
 SN1753
 SN1753                          SUPERSEDED SURVEY CONTROL
 SN1753
 SN1753  NAD 83(1986)-  47 36 36.65659(N)    101 45 33.02441(W) AD(       ) 2
 SN1753  NAD 27      -  47 36 36.65690(N)    101 45 31.42060(W) AD(       ) 2
 SN1753
 SN1753.Superseded values are not recommended for survey control.
 SN1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1753.See file dsdata.txt to determine how the superseded data were derived.
 SN1753
 SN1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9263976664(NAD 83)
 SN1753_MARKER: DS = TRIANGULATION STATION DISK
 SN1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1753
 SN1753  HISTORY     - Date     Condition        Report By
 SN1753  HISTORY     - 1962     MONUMENTED       CGS
 SN1753
 SN1753                          STATION DESCRIPTION
 SN1753
 SN1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1753'THE STATION IS LOCATED 5 MILES WEST AND 2-1/2 MILES SOUTH OF THE
 SN1753'VILLAGE OF EMMET, IN THE SE 1/4 OF SEC. 28, T148N, R87W, ON A
 SN1753'LOW RISE AND ON THE NORTH SIDE OF A CULTIVATED FIELD.
 SN1753'
 SN1753'TO REACH FROM THE POST OFFICE IN EMMET, FOLLOW STATE HIGHWAY
 SN1753'37 WEST FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 37 AND
 SN1753'COUNTY ROAD 8.  CONTINUE AHEAD, WEST, ON COUNTY ROAD 8 FOR 3.1
 SN1753'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1 MILE TO A
 SN1753'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1 MILE TO A CROSSROAD.
 SN1753'TURN LEFT AND FOLLOW THE GRAVELED AND TRACK ROAD SOUTH FOR 0.9
 SN1753'MILE TO THE AZIMUTH ON THE RIGHT, WEST, SIDE OF THE ROAD.
 SN1753'CONTINUE AHEAD, SOUTH, FOR 0.6 MILE TO THE STATION ON THE
 SN1753'RIGHT, WEST, SIDE OF THE ROAD.
 SN1753'
 SN1753'THE STATION MARK IS A STANDARD DISK STAMPED BLACK 1962 AND SET IN
 SN1753'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1753'4 INCHES.  IT IS 70 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 SN1753'8.2 FEET SOUTHEAST OF THE WITNESS POST.
 SN1753'
 SN1753'REFERENCE MARK NO. 1, STAMPED BLACK NO 1 1962, IS A STANDARD
 SN1753'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1753'PROJECTS 5 INCHES.  IT IS 69 FEET WEST OF THE CENTER OF A TRACK
 SN1753'ROAD AND 15.9 FEET NORTHEAST OF THE WITNESS POST.
 SN1753'
 SN1753'REFERENCE MARK NO. 2, STAMPED BLACK NO 2 1962, IS A STANDARD
 SN1753'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1753'PROJECTS 5 INCHES.  IT IS 46 FEET WEST OF THE CENTER OF A TRACK
 SN1753'ROAD AND 32.3 FEET SOUTHEAST OF THE WITNESS POST.
 SN1753'
 SN1753'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1962 AND SET
 SN1753'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE POST WHICH IS
 SN1753'FLUSH WITH THE GROUND.  IT IS 32 FEET WEST OF THE CENTER OF A
 SN1753'TRACK ROAD, 4 FEET EAST OF A FENCE AND 4.3 FEET EAST OF THE
 SN1753'WITNESS POST.
 SN1753'
 SN1753'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 33.00 FEET OR 10.059 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0881 ***********************************************************************
 TF0881  DESIGNATION -  BLAINE
 TF0881  PID         -  TF0881
 TF0881  STATE/COUNTY-  ND/BOTTINEAU
 TF0881  USGS QUAD   -  LANSFORD NW (1949)
 TF0881
 TF0881                         *CURRENT SURVEY CONTROL
 TF0881  ___________________________________________________________________
 TF0881* NAD 83(1996)-  48 41 27.35611(N)    101 26 36.82154(W)     ADJUSTED  
 TF0881* NAVD 88     -       494.690  (meters)    1623.00   (feet)  ADJUSTED  
 TF0881  ___________________________________________________________________
 TF0881  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 TF0881  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF0881  DYNAMIC HT  -         494.794 (meters)    1623.34  (feet)  COMP
 TF0881  MODELED GRAV-     980,804.2   (mgal)                       NAVD 88
 TF0881
 TF0881  HORZ ORDER  -  SECOND
 TF0881  VERT ORDER  -  SECOND    CLASS 0
 TF0881
 TF0881.The horizontal coordinates were established by classical geodetic methods
 TF0881.and adjusted by the National Geodetic Survey in January 1998..
 TF0881
 TF0881.The orthometric height was determined by differential leveling
 TF0881.and adjusted by the National Geodetic Survey in June 1991..
 TF0881
 TF0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0881
 TF0881.The geoid height was determined by GEOID03.
 TF0881
 TF0881.The dynamic height is computed by dividing the NAVD 88
 TF0881.geopotential number by the normal gravity value computed on the
 TF0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0881.degrees latitude (g = 980.6199 gals.).
 TF0881
 TF0881.The modeled gravity was interpolated from observed gravity values.
 TF0881
 TF0881;                    North         East     Units Scale Factor Converg.
 TF0881;SPC ND N     -   188,432.189   530,534.036   MT  0.99999187   -0 42 07.7
 TF0881;SPC ND N     -   618,215.84  1,740,597.23   iFT  0.99999187   -0 42 07.7
 TF0881;UTM  14      - 5,395,980.327   320,175.450   MT  0.99999729   -1 50 09.6
 TF0881
 TF0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0881!SPC ND N     -   0.99992573  x   0.99999187  =   0.99991760
 TF0881!UTM  14      -   0.99992573  x   0.99999729  =   0.99992302
 TF0881
 TF0881:                Primary Azimuth Mark                     Grid Az
 TF0881:SPC ND N     -  BLAINE AZ MK                             090 25 23.8
 TF0881:UTM  14      -  BLAINE AZ MK                             091 33 25.7
 TF0881
 TF0881|---------------------------------------------------------------------|
 TF0881| PID    Reference Object                     Distance      Geod. Az  |
 TF0881|                                                           dddmmss.s |
 TF0881| TF0883 BLAINE AZ MK                                       0894316.1 |
 TF0881| TF0879 BLAINE RM 1                          23.728 METERS 14224     |
 TF0881| TF2117 LANSFORD MUNICIPAL TANK             APPROX. 8.6 KM 1440703.5 |
 TF0881| TF0880 BLAINE RM 2                          49.149 METERS 32449     |
 TF0881|---------------------------------------------------------------------|
 TF0881
 TF0881                          SUPERSEDED SURVEY CONTROL
 TF0881
 TF0881  NAD 83(1986)-  48 41 27.35311(N)    101 26 36.81823(W) AD(       ) 2
 TF0881  NAD 27      -  48 41 27.27560(N)    101 26 35.24770(W) AD(       ) 2
 TF0881  NGVD 29 (??/??/92)  494.335  (m)         1621.83   (f) ADJ UNCH    2 0
 TF0881
 TF0881.Superseded values are not recommended for survey control.
 TF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0881.See file dsdata.txt to determine how the superseded data were derived.
 TF0881
 TF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2017595980(NAD 83)
 TF0881_MARKER: DS = TRIANGULATION STATION DISK
 TF0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0881_STAMPING: BLAINE 1963
 TF0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0881+STABILITY: SURFACE MOTION
 TF0881
 TF0881  HISTORY     - Date     Condition        Report By
 TF0881  HISTORY     - 1963     MONUMENTED       CGS
 TF0881  HISTORY     - 1963     GOOD             CGS
 TF0881
 TF0881                          STATION DESCRIPTION
 TF0881
 TF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF0881'THE STATION IS LOCATED ABOUT 5 MILES SOUTH AND 3-1/4 MILES
 TF0881'EAST OF MOHALL, IN THE SOUTHWEST 1/4 OF SECTION 7 T160N AND
 TF0881'R83W AND ON THE ROAD-RIGHT OF WAY.
 TF0881'
 TF0881'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST
 TF0881'ON STATE ROUTE 5 FOR 0.3 MILE TO A CROSSROADS, TURN LEFT, GO
 TF0881'SOUTH ON GRAVELED ROAD FOR 6.0 MILES TO A CROSSROADS AND A SCHOOL
 TF0881'HOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION, TURN LEFT
 TF0881'AND GO EAST FOR 3.0 MILES TO A SIDE ROAD LEFT, TURN LEFT, GO
 TF0881'NORTH FOR 1.0 MILE TO A T INTERSECTION, TURN RIGHT, GO EAST
 TF0881'FOR 0.35 MILE TO THE STATION ON THE LEFT JUST AFTER CROSSING
 TF0881'A RAILROAD TRACK, CONTINUE EAST FOR 0.6 MILE TO THE AZIMUTH
 TF0881'MARK ON THE LEFT.
 TF0881'
 TF0881'THE STATION MARK IS A STANDARD DISK, STAMPED BLAINE 1963, SET
 TF0881'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF0881'FLUSH WITH THE SURFACE.  IT IS 42.6 FEET EAST OF THE EAST
 TF0881'RAIL OF RAILROAD TRACKS, 32 FEET NORTH OF THE CENTER OF ROAD,
 TF0881'15 FEET SOUTHEAST OF A TELEPHONE POLE AND 2.9 FEET SOUTHEAST
 TF0881'OF THE WITNESS POST.
 TF0881'
 TF0881'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BLAINE NO
 TF0881'1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF0881'PROJECTING 6 INCHES.  IT IS 80.7 FEET SOUTHEAST OF THE WITNESS
 TF0881'POST, 34 FEET SOUTH OF THE CENTER OF ROAD AND 2 FEET NORTHWEST
 TF0881'OF A FENCE CORNER POST.
 TF0881'
 TF0881'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BLAINE NO
 TF0881'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF0881'PROJECTING 3 INCHES.  IT IS 158.6 FEET NORTH-NORTHWEST OF THE
 TF0881'WITNESS POST, 32 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS
 TF0881'AND 2 FEET SOUTH OF A TELEPHONE POLE.
 TF0881'
 TF0881'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLAINE 1963, SET
 TF0881'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF0881'2 INCHES.  IT IS 61 FEET NORTH OF THE CENTER OF GRAVELED
 TF0881'ROAD, 33 FEET WEST OF THE CENTER OF A TRACK ROAD AND 3 FEET
 TF0881'NORTH OF THE WITNESS POST.
 TF0881
 TF0881                          STATION RECOVERY (1963)
 TF0881
 TF0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF0881'8.85 MI SE FROM MOHALL.
 TF0881'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0881'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0881'EAST ALONG A TRACK ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD,
 TF0881'45 FEET NORTHEAST OF THE CENTER OF A RAILROAD CROSSING, 33 FEET NORTH
 TF0881'OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE NORTHEAST
 TF0881'RAIL, 161 FEET SOUTHEAST OF BLAINE R.M. 2, 78 FEET NORTHWEST OF AND
 TF0881'ACROSS THE ROAD FROM BLAINE R.M. 1, 15 FEET SOUTHEAST OF A TELEPHONE
 TF0881'POLE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TF0881'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TF0881'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0883 ***********************************************************************
 TF0883  DESIGNATION -  BLAINE AZ MK
 TF0883  PID         -  TF0883
 TF0883  STATE/COUNTY-  ND/BOTTINEAU
 TF0883  USGS QUAD   -  LANSFORD NW (1949)
 TF0883
 TF0883                         *CURRENT SURVEY CONTROL
 TF0883  ___________________________________________________________________
 TF0883* NAD 83(1986)-  48 41 27.     (N)    101 25 49.     (W)     SCALED    
 TF0883* NAVD 88     -       491.644  (meters)    1613.00   (feet)  ADJUSTED  
 TF0883  ___________________________________________________________________
 TF0883  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF0883  DYNAMIC HT  -         491.747 (meters)    1613.34  (feet)  COMP
 TF0883  MODELED GRAV-     980,804.6   (mgal)                       NAVD 88
 TF0883
 TF0883  VERT ORDER  -  SECOND    CLASS 0
 TF0883
 TF0883.The horizontal coordinates were scaled from a topographic map and have
 TF0883.an estimated accuracy of +/- 6 seconds.
 TF0883
 TF0883.The orthometric height was determined by differential leveling
 TF0883.and adjusted by the National Geodetic Survey in June 1991..
 TF0883
 TF0883.The geoid height was determined by GEOID03.
 TF0883
 TF0883.The dynamic height is computed by dividing the NAVD 88
 TF0883.geopotential number by the normal gravity value computed on the
 TF0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0883.degrees latitude (g = 980.6199 gals.).
 TF0883
 TF0883.The modeled gravity was interpolated from observed gravity values.
 TF0883
 TF0883;                    North         East    Units  Estimated Accuracy
 TF0883;SPC ND N     -   188,410.      531,510.      MT  (+/- 180 meters Scaled)
 TF0883
 TF0883                          SUPERSEDED SURVEY CONTROL
 TF0883
 TF0883  NGVD 29 (??/??/92)  491.289  (m)         1611.84   (f) ADJ UNCH    2 0
 TF0883
 TF0883.Superseded values are not recommended for survey control.
 TF0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0883.See file dsdata.txt to determine how the superseded data were derived.
 TF0883
 TF0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU211959(NAD 83)
 TF0883_MARKER: DZ = AZIMUTH MARK DISK
 TF0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0883_STAMPING: BLAINE 1963
 TF0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0883+STABILITY: SURFACE MOTION
 TF0883
 TF0883  HISTORY     - Date     Condition        Report By
 TF0883  HISTORY     - 1963     MONUMENTED       CGS
 TF0883
 TF0883                          STATION DESCRIPTION
 TF0883
 TF0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0883'9.5 MI SE FROM MOHALL.
 TF0883'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0883'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0883'EAST ALONG A TRACK ROAD, THENCE 2.05 MILES EAST ALONG A GRAVELED ROAD,
 TF0883'70 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 61 FEET NORTH
 TF0883'OF THE CENTER LINE OF THE ROAD, 31 FEET WEST OF THE CENTER LINE OF A
 TF0883'TRACK ROAD, 117 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER
 TF0883'POLE, 3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 TF0883'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0883'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0879 ***********************************************************************
 TF0879  DESIGNATION -  BLAINE RM 1
 TF0879  PID         -  TF0879
 TF0879  STATE/COUNTY-  ND/BOTTINEAU
 TF0879  USGS QUAD   -  LANSFORD NW (1949)
 TF0879
 TF0879                         *CURRENT SURVEY CONTROL
 TF0879  ___________________________________________________________________
 TF0879* NAD 83(1986)-  48 41 27.     (N)    101 26 37.     (W)     SCALED    
 TF0879* NAVD 88     -       495.623  (meters)    1626.06   (feet)  ADJUSTED  
 TF0879  ___________________________________________________________________
 TF0879  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF0879  DYNAMIC HT  -         495.727 (meters)    1626.40  (feet)  COMP
 TF0879  MODELED GRAV-     980,804.2   (mgal)                       NAVD 88
 TF0879
 TF0879  VERT ORDER  -  SECOND    CLASS 0
 TF0879
 TF0879.The horizontal coordinates were scaled from a topographic map and have
 TF0879.an estimated accuracy of +/- 6 seconds.
 TF0879
 TF0879.The orthometric height was determined by differential leveling
 TF0879.and adjusted by the National Geodetic Survey in June 1991..
 TF0879
 TF0879.The geoid height was determined by GEOID03.
 TF0879
 TF0879.The dynamic height is computed by dividing the NAVD 88
 TF0879.geopotential number by the normal gravity value computed on the
 TF0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0879.degrees latitude (g = 980.6199 gals.).
 TF0879
 TF0879.The modeled gravity was interpolated from observed gravity values.
 TF0879
 TF0879;                    North         East    Units  Estimated Accuracy
 TF0879;SPC ND N     -   188,420.      530,530.      MT  (+/- 180 meters Scaled)
 TF0879
 TF0879                          SUPERSEDED SURVEY CONTROL
 TF0879
 TF0879  NGVD 29 (??/??/92)  495.267  (m)         1624.89   (f) ADJ UNCH    2 0
 TF0879
 TF0879.Superseded values are not recommended for survey control.
 TF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0879.See file dsdata.txt to determine how the superseded data were derived.
 TF0879
 TF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU201959(NAD 83)
 TF0879_MARKER: DR = REFERENCE MARK DISK
 TF0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0879_STAMPING: BLAINE NO 1 1963
 TF0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0879+STABILITY: SURFACE MOTION
 TF0879
 TF0879  HISTORY     - Date     Condition        Report By
 TF0879  HISTORY     - 1963     MONUMENTED       CGS
 TF0879
 TF0879                          STATION DESCRIPTION
 TF0879
 TF0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0879'8.85 MI SE FROM MOHALL.
 TF0879'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0879'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0879'EAST ALONG A TRACK ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD,
 TF0879'31 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 78.0 FEET SOUTHEAST OF
 TF0879'AND ACROSS THE ROAD FROM BLAINE 1963, 46 1/2 FEET NORTHEAST OF THE
 TF0879'NORTHEAST RAIL OF A RAILROAD, 1 1/2 FEET NORTHWEST OF A CORNER FENCE
 TF0879'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0880 ***********************************************************************
 TF0880  DESIGNATION -  BLAINE RM 2
 TF0880  PID         -  TF0880
 TF0880  STATE/COUNTY-  ND/BOTTINEAU
 TF0880  USGS QUAD   -  LANSFORD NW (1949)
 TF0880
 TF0880                         *CURRENT SURVEY CONTROL
 TF0880  ___________________________________________________________________
 TF0880* NAD 83(1986)-  48 41 27.     (N)    101 26 37.     (W)     SCALED    
 TF0880* NAVD 88     -       495.070  (meters)    1624.24   (feet)  ADJUSTED  
 TF0880  ___________________________________________________________________
 TF0880  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF0880  DYNAMIC HT  -         495.174 (meters)    1624.58  (feet)  COMP
 TF0880  MODELED GRAV-     980,804.2   (mgal)                       NAVD 88
 TF0880
 TF0880  VERT ORDER  -  SECOND    CLASS 0
 TF0880
 TF0880.The horizontal coordinates were scaled from a topographic map and have
 TF0880.an estimated accuracy of +/- 6 seconds.
 TF0880
 TF0880.The orthometric height was determined by differential leveling
 TF0880.and adjusted by the National Geodetic Survey in June 1991..
 TF0880
 TF0880.The geoid height was determined by GEOID03.
 TF0880
 TF0880.The dynamic height is computed by dividing the NAVD 88
 TF0880.geopotential number by the normal gravity value computed on the
 TF0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0880.degrees latitude (g = 980.6199 gals.).
 TF0880
 TF0880.The modeled gravity was interpolated from observed gravity values.
 TF0880
 TF0880;                    North         East    Units  Estimated Accuracy
 TF0880;SPC ND N     -   188,420.      530,530.      MT  (+/- 180 meters Scaled)
 TF0880
 TF0880                          SUPERSEDED SURVEY CONTROL
 TF0880
 TF0880  NGVD 29 (??/??/92)  494.714  (m)         1623.07   (f) ADJ UNCH    2 0
 TF0880
 TF0880.Superseded values are not recommended for survey control.
 TF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0880.See file dsdata.txt to determine how the superseded data were derived.
 TF0880
 TF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU201959(NAD 83)
 TF0880_MARKER: DR = REFERENCE MARK DISK
 TF0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0880_STAMPING: BLAINE NO 2 1963
 TF0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0880+STABILITY: SURFACE MOTION
 TF0880
 TF0880  HISTORY     - Date     Condition        Report By
 TF0880  HISTORY     - 1963     MONUMENTED       CGS
 TF0880
 TF0880                          STATION DESCRIPTION
 TF0880
 TF0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0880'8.85 MI SE FROM MOHALL.
 TF0880'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0880'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0880'EAST ALONG A TRACK ROAD, THENCE 1.4 MILES EAST ALONG A GRAVELED ROAD,
 TF0880'33 FEET NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD, 161 FEET
 TF0880'NORTHWEST OF BLAINE 1963, 1 1/2 FEET SOUTHEAST OF A TELEPHONE POLE AND
 TF0880'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0753 ***********************************************************************
 TG0753  DESIGNATION -  BLAISDELL
 TG0753  PID         -  TG0753
 TG0753  STATE/COUNTY-  ND/MOUNTRAIL
 TG0753  USGS QUAD   -  BLAISDELL (1981)
 TG0753
 TG0753                         *CURRENT SURVEY CONTROL
 TG0753  ___________________________________________________________________
 TG0753* NAD 83(1996)-  48 20 12.16557(N)    102 04 44.33622(W)     ADJUSTED  
 TG0753* NAVD 88     -       699.531  (meters)    2295.04   (feet)  ADJUSTED  
 TG0753  ___________________________________________________________________
 TG0753  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 TG0753  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG0753  DYNAMIC HT  -         699.643 (meters)    2295.41  (feet)  COMP
 TG0753  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TG0753
 TG0753  HORZ ORDER  -  SECOND
 TG0753  VERT ORDER  -  FIRST     CLASS II
 TG0753
 TG0753.The horizontal coordinates were established by classical geodetic methods
 TG0753.and adjusted by the National Geodetic Survey in January 1998..
 TG0753
 TG0753.The orthometric height was determined by differential leveling
 TG0753.and adjusted by the National Geodetic Survey in June 1991..
 TG0753.WARNING-Repeat measurements at this control monument indicate possible
 TG0753.vertical movement.
 TG0753
 TG0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0753
 TG0753.The geoid height was determined by GEOID03.
 TG0753
 TG0753.The dynamic height is computed by dividing the NAVD 88
 TG0753.geopotential number by the normal gravity value computed on the
 TG0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0753.degrees latitude (g = 980.6199 gals.).
 TG0753
 TG0753.The modeled gravity was interpolated from observed gravity values.
 TG0753
 TG0753;                    North         East     Units Scale Factor Converg.
 TG0753;SPC ND N     -   149,818.788   482,951.271   MT  0.99994550   -1 10 29.9
 TG0753;SPC ND N     -   491,531.46  1,584,485.80   iFT  0.99994550   -1 10 29.9
 TG0753;UTM  13      - 5,357,849.362   716,462.315   MT  1.00017574   +2 10 58.9
 TG0753;UTM  14      - 5,358,307.626   271,832.976   MT  1.00023969   -2 18 04.3
 TG0753
 TG0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0753!SPC ND N     -   0.99989332  x   0.99994550  =   0.99983882
 TG0753!UTM  13      -   0.99989332  x   1.00017574  =   1.00006904
 TG0753!UTM  14      -   0.99989332  x   1.00023969  =   1.00013298
 TG0753
 TG0753|---------------------------------------------------------------------|
 TG0753| PID    Reference Object                     Distance      Geod. Az  |
 TG0753|                                                           dddmmss.s |
 TG0753| TG0752 BLAISDELL RM 1                       19.623 METERS 05030     |
 TG0753| TF2232 TAGUS BELL TEL MICROWAVE MST        APPROX.12.4 KM 0633755.3 |
 TG0753| TG1769 BLAISDELL OUR SAVIOUR LUTH CH       199.300 METERS 09537     |
 TG0753| TG0754 BLAISDELL RM 2                       18.053 METERS 18901     |
 TG0753| TG1770 BLAISDELL ST MARGARETS CATH CH       18.686 METERS 20154     |
 TG0753| TG0422 BLAISDELL AZ MK                                    3573219.9 |
 TG0753|---------------------------------------------------------------------|
 TG0753
 TG0753                          SUPERSEDED SURVEY CONTROL
 TG0753
 TG0753  NAD 83(1986)-  48 20 12.16551(N)    102 04 44.33174(W) AD(       ) 2
 TG0753  NAD 27      -  48 20 12.10280(N)    102 04 42.73620(W) AD(       ) 2
 TG0753  NGVD 29 (??/??/92)  699.097  (m)         2293.62   (f) ADJ UNCH    1 2
 TG0753
 TG0753.Superseded values are not recommended for survey control.
 TG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0753.See file dsdata.txt to determine how the superseded data were derived.
 TG0753
 TG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1646257849(NAD 83)
 TG0753_MARKER: DS = TRIANGULATION STATION DISK
 TG0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0753_STAMPING: BLAISDELL 1946
 TG0753_MARK LOGO: CGS   
 TG0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0753+STABILITY: SURFACE MOTION
 TG0753
 TG0753  HISTORY     - Date     Condition        Report By
 TG0753  HISTORY     - 1946     MONUMENTED       CGS
 TG0753  HISTORY     - 1962     GOOD             CGS
 TG0753  HISTORY     - 1963     GOOD             NGS
 TG0753  HISTORY     - 1981     GOOD             NGS
 TG0753
 TG0753                          STATION DESCRIPTION
 TG0753
 TG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0753'THE STATION IS LOCATED IN THE SMALL VILLAGE OF BLAISDELL, 0.3
 TG0753'MILE SOUTH OF U.S. HIGHWAY 2, 0.15 MILE SOUTH OF THE BLAISDELL
 TG0753'RAILROAD STATION, 24 FEET NORTHEAST OF THE NORTHEAST CORNER
 TG0753'OF THE ST. MARGARETS CATHOLIC CHURCH AND 23 FEET SOUTH-SOUTHEAST
 TG0753'OF THE HEAD STONE OF LEROY J. GOETTLE.  THE MARK PROJECTS
 TG0753'2 INCHES AND THE DISK IS STAMPED BLAISDELL 1946.
 TG0753'
 TG0753'REFERENCE MARK NO. 1 IS 64.42 FEET NORTHEAST OF THE STATION
 TG0753'AND 3 FEET SOUTHWEST OF A WITNESS POST.  IT IS ABOUT 3 FEET LOWER
 TG0753'IN ELEVATION THAN THE STATION MARK.  THE MARK IS FLUSH WITH THE
 TG0753'GROUND AND THE DISK IS STAMPED BLAISDELL NO 1 1946.
 TG0753'
 TG0753'REFERENCE MARK NO. 2 IS 59.28 FEET SOUTH OF THE STATION AND 1
 TG0753'FOOT EAST OF THE SOUTHEAST CORNER OF ST. MARGARETS CATHOLIC
 TG0753'CHURCH.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 TG0753'STAMPED BLAISDELL NO 2 1946.
 TG0753'
 TG0753'THE AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 75 FEET NORTH
 TG0753'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2, 18 FEET
 TG0753'WEST OF A TRACK ROAD INTO PASTURE LAND, 3 FEET EAST OF A WITNESS
 TG0753'POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS ON
 TG0753'THE EASTERN SLOPE OF A HILL AND ABOUT 50 FEET EAST OF THE SUMMIT
 TG0753'OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 TG0753'STAMPED BLAISDELL 1946.
 TG0753'
 TG0753'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MAIN
 TG0753'GRAVELED ROAD FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 2,
 TG0753'THENCE LEFT FOR 0.05 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 TG0753'
 TG0753'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TG0753
 TG0753                          STATION RECOVERY (1962)
 TG0753
 TG0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0753'THE STATION IS LOCATED IN THE TOWN OF BLAISDELL, IN THE NE 1/4 OF
 TG0753'SEC. 14, T156N, R89W, JUST NORTHEAST OF THE ST. MARGARETS
 TG0753'CATHOLIC CHURCH.
 TG0753'
 TG0753'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 TG0753'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 TG0753'
 TG0753'TO REACH FROM THE POST OFFICE IN BLAISDELL, GO SOUTH
 TG0753'FOR 0.05 MILE.  TURN RIGHT AND GO WEST FOR 0.1 MILE.  TURN RIGHT
 TG0753'AND GO NORTH UP HILL FOR 0.05 MILE TO THE ST. MARGARETS CATHOLIC
 TG0753'CHURCH AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 TG0753'FROM THE STATION, GO NORTH ON THE MAIN GRAVELED ROAD FOR 0.3
 TG0753'MILE TO U.S. HIGHWAY 2.  TURN LEFT AND GO WEST ON U.S. HIGHWAY
 TG0753'2 FOR 0.05 MILE TO THE AZIMUTH ON THE RIGHT, NORTH SIDE OF THE
 TG0753'ROAD.
 TG0753'
 TG0753'THE STATION MARK IS A STANDARD DISK STAMPED BLAISDELL 1946 AND
 TG0753'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0753'PROJECTS 2 INCHES.  IT IS 24 FEET NORTHEAST OF THE NORTHEAST
 TG0753'CORNER OF ST. MARGARETS CATHOLIC CHURCH AND 23 FEET SOUTH SOUTH
 TG0753'EAST OF THE HEAD STONE OF LEROY J. GOETTLE.
 TG0753'
 TG0753'REFERENCE MARK NO. 1, STAMPED BLAISDELL NO 1 1946, IS A
 TG0753'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TG0753'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 3 FEET LOWER THAN THE
 TG0753'STATION, 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF ST.
 TG0753'MARGARETS CATHOLIC CHURCH AND 38 FEET SOUTH OF THE SOUTHWEST
 TG0753'CORNER OF A HOUSE.
 TG0753'
 TG0753'REFERENCE MARK NO. 2, STAMPED BLAISDELL NO 2 1946, IS A STANDARD
 TG0753'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0753'IS FLUSH WITH THE GROUND.  IT IS 1 FOOT EAST OF THE SOUTHEAST
 TG0753'CORNER OF ST. MARGARETS CATHOLIC CHURCH.
 TG0753'
 TG0753'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLAISDELL 1946
 TG0753'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0753'IS FLUSH WITH THE GROUND.  IT IS 75 FEET NORTH OF THE CENTER
 TG0753'LINE OF U.S. HIGHWAY 2, 3 FEET EAST OF A WITNESS POST AND 1 FOOT
 TG0753'SOUTH OF A FENCE.
 TG0753'
 TG0753'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 115.59 FEET OR 35.232
 TG0753'METERS.
 TG0753
 TG0753                          STATION RECOVERY (1963)
 TG0753
 TG0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0753'IN BLAISDELL.
 TG0753'ABOUT 0.1 MILE NORTHWEST ALONG A GRAVELED STREET FROM THE SCHOOL AT
 TG0753'BLAISDELL, 30.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MORE
 TG0753'WESTERLY OF TWO WHITE CHURCHES, BETWEEN THE CHURCH AND A SMALL
 TG0753'CEMETERY, 25.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 6-FOOT
 TG0753'OFFSET AT THE NORTH END OF THE CHURCH, 21.0 FEET SOUTH OF THE
 TG0753'SOUTHEAST CORNER OF A 6-INCH HIGH CONCRETE WALL AROUND THE GRAVE OF
 TG0753'LEROY J. GOETTLE, ABOUT LEVEL WITH THE CHURCH YARD, AND SET IN THE TOP
 TG0753'OF A CONCRETE POST PROJECTING 3 INCHES, S 14, R 89 W, T 156 N.
 TG0753
 TG0753                          STATION RECOVERY (1981)
 TG0753
 TG0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0422 ***********************************************************************
 TG0422  DESIGNATION -  BLAISDELL AZ MK
 TG0422  PID         -  TG0422
 TG0422  STATE/COUNTY-  ND/MOUNTRAIL
 TG0422  USGS QUAD   -  BLAISDELL (1981)
 TG0422
 TG0422                         *CURRENT SURVEY CONTROL
 TG0422  ___________________________________________________________________
 TG0422* NAD 83(1986)-  48 20 31.     (N)    102 04 44.     (W)     SCALED    
 TG0422* NAVD 88     -       692.152  (meters)    2270.84   (feet)  ADJUSTED  
 TG0422  ___________________________________________________________________
 TG0422  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TG0422  DYNAMIC HT  -         692.263 (meters)    2271.20  (feet)  COMP
 TG0422  MODELED GRAV-     980,747.5   (mgal)                       NAVD 88
 TG0422
 TG0422  VERT ORDER  -  FIRST     CLASS II
 TG0422
 TG0422.The horizontal coordinates were scaled from a topographic map and have
 TG0422.an estimated accuracy of +/- 6 seconds.
 TG0422
 TG0422.The orthometric height was determined by differential leveling
 TG0422.and adjusted by the National Geodetic Survey in June 1991..
 TG0422
 TG0422.The geoid height was determined by GEOID03.
 TG0422
 TG0422.The dynamic height is computed by dividing the NAVD 88
 TG0422.geopotential number by the normal gravity value computed on the
 TG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0422.degrees latitude (g = 980.6199 gals.).
 TG0422
 TG0422.The modeled gravity was interpolated from observed gravity values.
 TG0422
 TG0422;                    North         East    Units  Estimated Accuracy
 TG0422;SPC ND N     -   150,400.      482,970.      MT  (+/- 180 meters Scaled)
 TG0422
 TG0422                          SUPERSEDED SURVEY CONTROL
 TG0422
 TG0422.No superseded survey control is available for this station.
 TG0422
 TG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP164584(NAD 83)
 TG0422_MARKER: DZ = AZIMUTH MARK DISK
 TG0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0422_STAMPING: BLAISDELL 1946
 TG0422_MARK LOGO: CGS   
 TG0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0422+STABILITY: SURFACE MOTION
 TG0422
 TG0422  HISTORY     - Date     Condition        Report By
 TG0422  HISTORY     - 1946     MONUMENTED       CGS
 TG0422  HISTORY     - 1963     GOOD             NGS
 TG0422  HISTORY     - 1981     GOOD             NGS
 TG0422
 TG0422                          STATION DESCRIPTION
 TG0422
 TG0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0422'0.2 MI N FROM BLAISDELL.
 TG0422'ABOUT 0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0422'RAILWAY STATION AT BLAISDELL, AT THE JUNCTION OF U.S. HIGHWAY 2 AND A
 TG0422'DRIVEWAY LEADING NORTH TO A PASTURE, 278 FEET NORTHWEST OF THE CENTER
 TG0422'OF THE JUNCTION OF THE HIGHWAY AND THE GRAVELED ROAD, 79 FEET NORTH OF
 TG0422'THE CENTERLINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTERLINE OF THE
 TG0422'DRIVEWAY, 33 FEET NORTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT
 TG0422'UNDER THE DRIVEWAY, 1.1 FEET SOUTH OF A METAL WITNESS POST AND A
 TG0422'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TG0422'POST LEVEL WITH THE GROUND, S 11, R 89 W, T 156 N.
 TG0422
 TG0422                          STATION RECOVERY (1981)
 TG0422
 TG0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1769 ***********************************************************************
 TG1769  DESIGNATION -  BLAISDELL OUR SAVIOUR LUTH CH
 TG1769  PID         -  TG1769
 TG1769  STATE/COUNTY-  ND/MOUNTRAIL
 TG1769  USGS QUAD   -  BLAISDELL (1981)
 TG1769
 TG1769                         *CURRENT SURVEY CONTROL
 TG1769  ___________________________________________________________________
 TG1769* NAD 83(1996)-  48 20 11.53429(N)    102 04 34.70511(W)     ADJUSTED  
 TG1769* NAVD 88     -                                                        
 TG1769  ___________________________________________________________________
 TG1769  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 TG1769  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1769
 TG1769  HORZ ORDER  -  THIRD
 TG1769
 TG1769.The horizontal coordinates were established by classical geodetic methods
 TG1769.and adjusted by the National Geodetic Survey in January 1998..
 TG1769
 TG1769
 TG1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1769
 TG1769.The geoid height was determined by GEOID03.
 TG1769
 TG1769;                    North         East     Units Scale Factor Converg.
 TG1769;SPC ND N     -   149,795.230   483,149.163   MT  0.99994549   -1 10 22.7
 TG1769;SPC ND N     -   491,454.17  1,585,135.05   iFT  0.99994549   -1 10 22.7
 TG1769;UTM  13      - 5,357,837.434   716,661.293   MT  1.00017680   +2 11 06.1
 TG1769;UTM  14      - 5,358,280.176   272,030.424   MT  1.00023858   -2 17 57.0
 TG1769
 TG1769                          SUPERSEDED SURVEY CONTROL
 TG1769
 TG1769  NAD 83(1986)-  48 20 11.53454(N)    102 04 34.70003(W) AD(       ) 4
 TG1769  NAD 27      -  48 20 11.47200(N)    102 04 33.11000(W) AD(       ) 3
 TG1769
 TG1769.Superseded values are not recommended for survey control.
 TG1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1769.See file dsdata.txt to determine how the superseded data were derived.
 TG1769
 TG1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1666157837(NAD 83)
 TG1769_MARKER: 75 = BELFRY
 TG1769
 TG1769  HISTORY     - Date     Condition        Report By
 TG1769  HISTORY     - 1962     FIRST OBSERVED   CGS
 TG1769
 TG1769                          STATION DESCRIPTION
 TG1769
 TG1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1769'THE STATION IS LOCATED ON THE MAIN STREET OF THE TOWN OF BLAISDELL,
 TG1769'IN THE NW 1/4 OF SEC. 14,T156N,R89W.
 TG1769'
 TG1769'THE BUILDING IS OF WOOD CONSTRUCTION, PAINTED WHITE IN COLOR
 TG1769'WITH A GREEN SHINGLED BELFRY ON THE SOUTH END OF THE BUILDING.
 TG1769'
 TG1769'TO REACH FROM THE POST OFFICE IN BLAISDELL, GO EAST ON THE
 TG1769'GRAVELED ROAD FOR 0.1 MILE TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0752 ***********************************************************************
 TG0752  DESIGNATION -  BLAISDELL RM 1
 TG0752  PID         -  TG0752
 TG0752  STATE/COUNTY-  ND/MOUNTRAIL
 TG0752  USGS QUAD   -  BLAISDELL (1981)
 TG0752
 TG0752                         *CURRENT SURVEY CONTROL
 TG0752  ___________________________________________________________________
 TG0752* NAD 83(1986)-  48 20 13.     (N)    102 04 45.     (W)     SCALED    
 TG0752* NAVD 88     -       698.516  (meters)    2291.71   (feet)  ADJUSTED  
 TG0752  ___________________________________________________________________
 TG0752  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG0752  DYNAMIC HT  -         698.628 (meters)    2292.08  (feet)  COMP
 TG0752  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TG0752
 TG0752  VERT ORDER  -  FIRST     CLASS II
 TG0752
 TG0752.The horizontal coordinates were scaled from a topographic map and have
 TG0752.an estimated accuracy of +/- 6 seconds.
 TG0752
 TG0752.The orthometric height was determined by differential leveling
 TG0752.and adjusted by the National Geodetic Survey in June 1991..
 TG0752
 TG0752.The geoid height was determined by GEOID03.
 TG0752
 TG0752.The dynamic height is computed by dividing the NAVD 88
 TG0752.geopotential number by the normal gravity value computed on the
 TG0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0752.degrees latitude (g = 980.6199 gals.).
 TG0752
 TG0752.The modeled gravity was interpolated from observed gravity values.
 TG0752
 TG0752;                    North         East    Units  Estimated Accuracy
 TG0752;SPC ND N     -   149,850.      482,940.      MT  (+/- 180 meters Scaled)
 TG0752
 TG0752                          SUPERSEDED SURVEY CONTROL
 TG0752
 TG0752  NGVD 29 (??/??/92)  698.072  (m)         2290.26   (f) ADJ UNCH    1 2
 TG0752
 TG0752.Superseded values are not recommended for survey control.
 TG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0752.See file dsdata.txt to determine how the superseded data were derived.
 TG0752
 TG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP164578(NAD 83)
 TG0752_MARKER: DR = REFERENCE MARK DISK
 TG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0752_STAMPING: BLAISDELL NO 1 1946
 TG0752_MARK LOGO: CGS   
 TG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0752+STABILITY: SURFACE MOTION
 TG0752
 TG0752  HISTORY     - Date     Condition        Report By
 TG0752  HISTORY     - 1946     MONUMENTED       CGS
 TG0752  HISTORY     - 1963     GOOD             NGS
 TG0752  HISTORY     - 1981     GOOD             NGS
 TG0752
 TG0752                          STATION DESCRIPTION
 TG0752
 TG0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0752'IN BLAISDELL.
 TG0752'ABOUT 0.1 MILE NORTHWEST ALONG A GRAVELED STREET FROM THE SCHOOL AT
 TG0752'BLAISDELL, 92.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MORE
 TG0752'WESTERLY OF TWO WHITE CHURCHES, 64.4 FEET NORTHEAST OF THE STATION
 TG0752'MARK, 38.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE FIRST HOUSE
 TG0752'NORTHEAST OF THE CHURCH, AND SET IN THE TOP OF A CONCRETE POST
 TG0752'PROJECTING 1 INCH, S 14, R 89 W, T 156 N.
 TG0752
 TG0752                          STATION RECOVERY (1981)
 TG0752
 TG0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0754 ***********************************************************************
 TG0754  DESIGNATION -  BLAISDELL RM 2
 TG0754  PID         -  TG0754
 TG0754  STATE/COUNTY-  ND/MOUNTRAIL
 TG0754  USGS QUAD   -  BLAISDELL (1981)
 TG0754
 TG0754                         *CURRENT SURVEY CONTROL
 TG0754  ___________________________________________________________________
 TG0754* NAD 83(1986)-  48 20 11.     (N)    102 04 45.     (W)     SCALED    
 TG0754* NAVD 88     -       699.013  (meters)    2293.35   (feet)  ADJUSTED  
 TG0754  ___________________________________________________________________
 TG0754  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG0754  DYNAMIC HT  -         699.125 (meters)    2293.71  (feet)  COMP
 TG0754  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 TG0754
 TG0754  VERT ORDER  -  FIRST     CLASS II
 TG0754
 TG0754.The horizontal coordinates were scaled from a topographic map and have
 TG0754.an estimated accuracy of +/- 6 seconds.
 TG0754
 TG0754.The orthometric height was determined by differential leveling
 TG0754.and adjusted by the National Geodetic Survey in June 1991..
 TG0754
 TG0754.The geoid height was determined by GEOID03.
 TG0754
 TG0754.The dynamic height is computed by dividing the NAVD 88
 TG0754.geopotential number by the normal gravity value computed on the
 TG0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0754.degrees latitude (g = 980.6199 gals.).
 TG0754
 TG0754.The modeled gravity was interpolated from observed gravity values.
 TG0754
 TG0754;                    North         East    Units  Estimated Accuracy
 TG0754;SPC ND N     -   149,780.      482,940.      MT  (+/- 180 meters Scaled)
 TG0754
 TG0754                          SUPERSEDED SURVEY CONTROL
 TG0754
 TG0754  NGVD 29 (??/??/92)  698.568  (m)         2291.89   (f) ADJ UNCH    1 2
 TG0754
 TG0754.Superseded values are not recommended for survey control.
 TG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0754.See file dsdata.txt to determine how the superseded data were derived.
 TG0754
 TG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP164578(NAD 83)
 TG0754_MARKER: DR = REFERENCE MARK DISK
 TG0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0754_STAMPING: BLAISDELL NO 2 1946
 TG0754_MARK LOGO: CGS   
 TG0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0754+STABILITY: SURFACE MOTION
 TG0754
 TG0754  HISTORY     - Date     Condition        Report By
 TG0754  HISTORY     - 1946     MONUMENTED       CGS
 TG0754  HISTORY     - 1963     GOOD             NGS
 TG0754  HISTORY     - 1981     GOOD             NGS
 TG0754
 TG0754                          STATION DESCRIPTION
 TG0754
 TG0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0754'IN BLAISDELL.
 TG0754'ABOUT 0.1 MILE NORTHWEST ALONG A GRAVELED STREET FROM THE SCHOOL AT
 TG0754'BLAISDELL, 59.3 FEET SOUTH OF THE STATION MARK, 1.8 FEET NORTHEAST OF
 TG0754'THE SOUTHEAST CORNER OF THE MORE WESTERLY OF TWO WHITE CHURCHES, 1.0
 TG0754'FOOT EAST OF THE EAST WALL OF THE CHURCH, ABOUT LEVEL WITH THE
 TG0754'CHURCHYARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S
 TG0754'14, R 89 W, T 156 N.
 TG0754
 TG0754                          STATION RECOVERY (1981)
 TG0754
 TG0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1767 ***********************************************************************
 TG1767  DESIGNATION -  BLAISDELL ST LUKES LUTH CHURCH
 TG1767  PID         -  TG1767
 TG1767  STATE/COUNTY-  ND/MOUNTRAIL
 TG1767  USGS QUAD   -  PALERMO NE (1981)
 TG1767
 TG1767                         *CURRENT SURVEY CONTROL
 TG1767  ___________________________________________________________________
 TG1767* NAD 83(1996)-  48 24 55.02917(N)    102 00 59.30646(W)     ADJUSTED  
 TG1767* NAVD 88     -                                                        
 TG1767  ___________________________________________________________________
 TG1767  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TG1767  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG1767
 TG1767  HORZ ORDER  -  THIRD
 TG1767
 TG1767.The horizontal coordinates were established by classical geodetic methods
 TG1767.and adjusted by the National Geodetic Survey in January 1998..
 TG1767
 TG1767
 TG1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1767
 TG1767.The geoid height was determined by GEOID03.
 TG1767
 TG1767;                    North         East     Units Scale Factor Converg.
 TG1767;SPC ND N     -   158,460.659   487,756.410   MT  0.99995247   -1 07 42.5
 TG1767;SPC ND N     -   519,884.05  1,600,250.69   iFT  0.99995247   -1 07 42.5
 TG1767;UTM  13      - 5,366,760.089   720,753.803   MT  1.00019878   +2 13 57.0
 TG1767;UTM  14      - 5,366,855.642   276,808.607   MT  1.00021208   -2 15 25.8
 TG1767
 TG1767                          SUPERSEDED SURVEY CONTROL
 TG1767
 TG1767  NAD 83(1986)-  48 24 55.02924(N)    102 00 59.30054(W) AD(       ) 4
 TG1767  NAD 27      -  48 24 54.96700(N)    102 00 57.71800(W) AD(       ) 3
 TG1767
 TG1767.Superseded values are not recommended for survey control.
 TG1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1767.See file dsdata.txt to determine how the superseded data were derived.
 TG1767
 TG1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP2075466760(NAD 83)
 TG1767_MARKER: 90 = CHURCH SPIRE
 TG1767
 TG1767  HISTORY     - Date     Condition        Report By
 TG1767  HISTORY     - 1962     FIRST OBSERVED   CGS
 TG1767
 TG1767                          STATION DESCRIPTION
 TG1767
 TG1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1767'THE STATION IS LOCATED 3 MILES WEST AND 5 MILES NORTH OF THE
 TG1767'TOWN OF TAGUS, IN THE NW 1/4 OF SEC. 23,T157N,R88W.
 TG1767'
 TG1767'THE BUILDING IS OF WOOD CONSTRUCTION, PAINTED WHITE IN COLOR.
 TG1767'IT HAS A GREY SHINGLE ROOF WITH A 60 FOOT BELFRY ON THE
 TG1767'WEST END AND A RED BRICK CHIMNEY ON THE EAST END.
 TG1767'
 TG1767'TO REACH FROM THE R.R. CROSSING IN TAGUS, GO NORTH THROUGH
 TG1767'THE TOWN ON THE GRAVELED ROAD FOR 0.6 MILE TO U.S. HIGHWAY
 TG1767'2.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 2 FOR 3.4 MILES TO A
 TG1767'SECTION LINE CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED
 TG1767'ROAD FOR 4 MILES TO THE CHURCH ON YOUR RIGHT.
 TG1767'
 TG1767'THE SPIRE WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1770 ***********************************************************************
 TG1770  DESIGNATION -  BLAISDELL ST MARGARETS CATH CH
 TG1770  PID         -  TG1770
 TG1770  STATE/COUNTY-  ND/MOUNTRAIL
 TG1770  USGS QUAD   -  BLAISDELL (1981)
 TG1770
 TG1770                         *CURRENT SURVEY CONTROL
 TG1770  ___________________________________________________________________
 TG1770* NAD 83(1996)-  48 20 11.60427(N)    102 04 44.67461(W)     ADJUSTED  
 TG1770* NAVD 88     -                                                        
 TG1770  ___________________________________________________________________
 TG1770  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 TG1770  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1770
 TG1770  HORZ ORDER  -  THIRD
 TG1770
 TG1770.The horizontal coordinates were established by classical geodetic methods
 TG1770.and adjusted by the National Geodetic Survey in January 1998..
 TG1770
 TG1770
 TG1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1770
 TG1770.The geoid height was determined by GEOID03.
 TG1770
 TG1770;                    North         East     Units Scale Factor Converg.
 TG1770;SPC ND N     -   149,801.598   482,943.949   MT  0.99994549   -1 10 30.2
 TG1770;SPC ND N     -   491,475.06  1,584,461.77   iFT  0.99994549   -1 10 30.2
 TG1770;UTM  13      - 5,357,831.768   716,456.011   MT  1.00017570   +2 10 58.6
 TG1770;UTM  14      - 5,358,290.578   271,825.315   MT  1.00023973   -2 18 04.5
 TG1770
 TG1770                          SUPERSEDED SURVEY CONTROL
 TG1770
 TG1770  NAD 83(1986)-  48 20 11.60446(N)    102 04 44.66928(W) AD(       ) 4
 TG1770  NAD 27      -  48 20 11.54000(N)    102 04 43.07500(W) AD(       ) 3
 TG1770
 TG1770.Superseded values are not recommended for survey control.
 TG1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1770.See file dsdata.txt to determine how the superseded data were derived.
 TG1770
 TG1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1645657832(NAD 83)
 TG1770_MARKER: 91 = CHURCH CROSS
 TG1770
 TG1770  HISTORY     - Date     Condition        Report By
 TG1770  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1770
 TG1770                          STATION DESCRIPTION
 TG1770
 TG1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1770'THE CHURCH IS LOCATED IN THE VILLAGE OF BLAISDELL NEAR THE
 TG1770'SOUTHWEST EDGE.  THE CHURCH IS OF WHITE WOOD CONSTRUCTION
 TG1770'WITH A STEEPLE AND CROSS ON THE SOUTH END.  IT IS ABOUT 36
 TG1770'FEET LONG AND 30 FEET WIDE.  THE ROOF OF THE CHURCH AND STEEPLE
 TG1770'IS MADE OF GRAY SHINGLES.
 TG1770'
 TG1770'THE POINT INTERSECTED WAS THE TOP OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1768 ***********************************************************************
 TG1768  DESIGNATION -  BLAISDELL STATE HWY RADIO MAST
 TG1768  PID         -  TG1768
 TG1768  STATE/COUNTY-  ND/MOUNTRAIL
 TG1768  USGS QUAD   -  PALERMO NE (1981)
 TG1768
 TG1768                         *CURRENT SURVEY CONTROL
 TG1768  ___________________________________________________________________
 TG1768* NAD 83(1996)-  48 24 46.84456(N)    102 00 55.57652(W)     ADJUSTED  
 TG1768* NAVD 88     -                                                        
 TG1768  ___________________________________________________________________
 TG1768  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TG1768  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG1768
 TG1768  HORZ ORDER  -  THIRD
 TG1768
 TG1768.The horizontal coordinates were established by classical geodetic methods
 TG1768.and adjusted by the National Geodetic Survey in January 1998..
 TG1768
 TG1768
 TG1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1768
 TG1768.The geoid height was determined by GEOID03.
 TG1768
 TG1768;                    North         East     Units Scale Factor Converg.
 TG1768;SPC ND N     -   158,206.401   487,828.113   MT  0.99995224   -1 07 39.7
 TG1768;SPC ND N     -   519,049.87  1,600,485.94   iFT  0.99995224   -1 07 39.7
 TG1768;UTM  13      - 5,366,510.409   720,840.310   MT  1.00019925   +2 13 59.5
 TG1768;UTM  14      - 5,366,599.954   276,875.305   MT  1.00021172   -2 15 22.7
 TG1768
 TG1768                          SUPERSEDED SURVEY CONTROL
 TG1768
 TG1768  NAD 83(1986)-  48 24 46.84463(N)    102 00 55.57076(W) AD(       ) 4
 TG1768  NAD 27      -  48 24 46.77700(N)    102 00 53.98300(W) AD(       ) 3
 TG1768
 TG1768.Superseded values are not recommended for survey control.
 TG1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1768.See file dsdata.txt to determine how the superseded data were derived.
 TG1768
 TG1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP2084066510(NAD 83)
 TG1768_MARKER: 42 = RADIO/TV MAST
 TG1768
 TG1768  HISTORY     - Date     Condition        Report By
 TG1768  HISTORY     - 1962     FIRST OBSERVED   CGS
 TG1768
 TG1768                          STATION DESCRIPTION
 TG1768
 TG1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1768'THE STATION IS LOCATED 3 MILES WEST AND 5 MILES NORTH OF THE
 TG1768'TOWN OF TAGUS, IN THE NW 1/4 OF SEC. 23,T157N,R88W.
 TG1768'
 TG1768'THE MAST IS 250 FEET HIGH AND PAINTED ALTERNATE RED AND WHITE
 TG1768'IN COLOR.  A SMALL 10 FOOT HIGH METAL SHED IS LOCATED DIRECTLY
 TG1768'SOUTH OF THE BASE OF THE MAST.
 TG1768'
 TG1768'TO REACH FROM THE R.R. CROSSING IN TAGUS, GO NORTH THROUGH THE
 TG1768'TOWN ON THE GRAVELED ROAD FOR 0.6 MILE TO U.S. HIGHWAY 2.  TURN
 TG1768'LEFT AND GO WEST ON U.S. HIGHWAY 2 FOR 3.4 MILES TO A SECTION
 TG1768'LINE CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED SECTION
 TG1768'LINE ROAD FOR 3.8 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT
 TG1768'AND GO 0.1 MILE TO THE STATION.
 TG1768'
 TG1768'THE FLASHING RED LIGHT AT THE TOP OF THE MAST WAS THE POINT
 TG1768'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1301 ***********************************************************************
 SL1301  DESIGNATION -  BLANCHARD
 SL1301  PID         -  SL1301
 SL1301  STATE/COUNTY-  ND/TRAILL
 SL1301  USGS QUAD   -  BLANCHARD (1967)
 SL1301
 SL1301                         *CURRENT SURVEY CONTROL
 SL1301  ___________________________________________________________________
 SL1301* NAD 83(1996)-  47 19 43.55112(N)    097 13 06.31819(W)     ADJUSTED  
 SL1301* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 SL1301  ___________________________________________________________________
 SL1301  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 SL1301  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL1301
 SL1301  HORZ ORDER  -  THIRD
 SL1301
 SL1301.The horizontal coordinates were established by classical geodetic methods
 SL1301.and adjusted by the National Geodetic Survey in January 1998..
 SL1301
 SL1301.The orthometric height was scaled from a topographic map.
 SL1301
 SL1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1301
 SL1301.The geoid height was determined by GEOID03.
 SL1301
 SL1301;                    North         East     Units Scale Factor Converg.
 SL1301;SPC ND N     -    41,837.627   847,979.040   MT  1.00002220   +2 26 31.0
 SL1301;SPC ND N     -   137,262.56  2,782,083.46   iFT  1.00002220   +2 26 31.0
 SL1301;SPC ND S     -   189,938.438   847,969.796   MT  0.99997303   +2 23 36.7
 SL1301;SPC ND S     -   623,157.60  2,782,053.14   iFT  0.99997303   +2 23 36.7
 SL1301;UTM  14      - 5,243,238.532   634,610.710   MT  0.99982269   +1 18 36.4
 SL1301
 SL1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1301!SPC ND N     -   0.99995890  x   1.00002220  =   0.99998109
 SL1301!SPC ND S     -   0.99995890  x   0.99997303  =   0.99993193
 SL1301!UTM  14      -   0.99995890  x   0.99982269  =   0.99978159
 SL1301
 SL1301|---------------------------------------------------------------------|
 SL1301| PID    Reference Object                     Distance      Geod. Az  |
 SL1301|                                                           dddmmss.s |
 SL1301| CO4395 BLANCHARD RM 2                       13.445 METERS 18201     |
 SL1301| CO4393 R 50                                               3590251.5 |
 SL1301| CO4394 BLANCHARD RM 1                       14.860 METERS 35932     |
 SL1301|---------------------------------------------------------------------|
 SL1301
 SL1301                          SUPERSEDED SURVEY CONTROL
 SL1301
 SL1301  NAD 83(1986)-  47 19 43.54985(N)    097 13 06.30950(W) AD(       ) 3
 SL1301  NAD 27      -  47 19 43.62200(N)    097 13 04.99900(W) AD(       ) 3
 SL1301
 SL1301.Superseded values are not recommended for survey control.
 SL1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1301.See file dsdata.txt to determine how the superseded data were derived.
 SL1301
 SL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3461143239(NAD 83)
 SL1301_MARKER: DS = TRIANGULATION STATION DISK
 SL1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1301
 SL1301  HISTORY     - Date     Condition        Report By
 SL1301  HISTORY     - 1954     MONUMENTED       CGS
 SL1301
 SL1301                          STATION DESCRIPTION
 SL1301
 SL1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1301'THE STATION IS LOCATED NEAR THE CENTER OF THE WEST SIDE OF SEC.
 SL1301'31, T. 145 N., R. 51 W., ABOUT 1 MILE SOUTH OF THE TOWN OF
 SL1301'BLANCHARD, ON THE RIGHT OF WAY BETWEEN THE RAILROAD AND STATE
 SL1301'HIGHWAY 18.
 SL1301'
 SL1301'TO REACH FROM THE POST OFFICE IN BLANCHARD--GO SOUTH ON STATE
 SL1301'HIGHWAY 18 FOR 1.0 MILES TO STATION ON LEFT.
 SL1301'
 SL1301'THE STATION MARK, 52 FEET EAST OF THE CENTER OF THE HIGHWAY,
 SL1301'34.6 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 32 FEET NORTH
 SL1301'ALONG THE RAILROAD FROM A SIGN INDICATING BLANCHARD STATION
 SL1301'1 MILE, AND 2 FEET WEST OF A WHITE WITNESS POST, PROJECTS
 SL1301'4 INCHES, AND THE DISK IS STAMPED BLANCHARD 1954.
 SL1301'
 SL1301'REFERENCE MARK NO. 1, NORTH OF THE STATION, PROJECTS 5 INCHES,
 SL1301'AND THE DISK IS STAMPED BLANCHARD NO 1 1954.
 SL1301'
 SL1301'REFERENCE MARK NO. 2, SOUTH OF THE STATION, PROJECTS 6 INCHES,
 SL1301'AND THE DISK IS STAMPED BLANCHARD NO 2 1954.
 SL1301'
 SL1301'BENCH MARK R 50, APPROXIMATELY 0.7 MILES NORTH, SERVES AS
 SL1301'AZIMUTH MARK.  IT IS 100 FEET SOUTH OF A RAILROAD CROSSING, 44
 SL1301'FEET WEST OF THE WEST RAIL OF THE RAILROAD, 23 FEET EAST OF THE
 SL1301'CENTER OF A DIRT ROAD AND 3 FEET SOUTHEAST OF A TELEPHONE POLE.
 SL1301'IT IS A STANDARD U.S.C. AND G. SURVEY DISK SET IN A PRECAST
 SL1301'CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED R 50 1934.
 SL1301'
 SL1301'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1303 ***********************************************************************
 SL1303  DESIGNATION -  BLANCHARD FARM UNION ELEV VENT
 SL1303  PID         -  SL1303
 SL1303  STATE/COUNTY-  ND/TRAILL
 SL1303  USGS QUAD   -  BLANCHARD (1967)
 SL1303
 SL1303                         *CURRENT SURVEY CONTROL
 SL1303  ___________________________________________________________________
 SL1303* NAD 83(1996)-  47 20 47.70834(N)    097 13 09.71167(W)     ADJUSTED  
 SL1303* NAVD 88     -                                                        
 SL1303  ___________________________________________________________________
 SL1303  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 SL1303  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 SL1303
 SL1303  HORZ ORDER  -  THIRD
 SL1303
 SL1303.The horizontal coordinates were established by classical geodetic methods
 SL1303.and adjusted by the National Geodetic Survey in January 1998..
 SL1303
 SL1303
 SL1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1303
 SL1303.The geoid height was determined by GEOID03.
 SL1303
 SL1303;                    North         East     Units Scale Factor Converg.
 SL1303;SPC ND N     -    43,814.176   847,823.455   MT  1.00001818   +2 26 28.4
 SL1303;SPC ND N     -   143,747.30  2,781,573.02   iFT  1.00001818   +2 26 28.4
 SL1303;SPC ND S     -   191,915.027   847,815.887   MT  0.99997577   +2 23 34.2
 SL1303;SPC ND S     -   629,642.48  2,781,548.19   iFT  0.99997577   +2 23 34.2
 SL1303;UTM  14      - 5,245,217.377   634,494.214   MT  0.99982230   +1 18 35.3
 SL1303
 SL1303                          SUPERSEDED SURVEY CONTROL
 SL1303
 SL1303  NAD 83(1986)-  47 20 47.70730(N)    097 13 09.70270(W) AD(       ) 4
 SL1303  NAD 27      -  47 20 47.76800(N)    097 13 08.39800(W) AD(       ) 3
 SL1303
 SL1303.Superseded values are not recommended for survey control.
 SL1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1303.See file dsdata.txt to determine how the superseded data were derived.
 SL1303
 SL1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3449445217(NAD 83)
 SL1303_MARKER: 65 = GRAIN ELEVATOR
 SL1303
 SL1303  HISTORY     - Date     Condition        Report By
 SL1303  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1303
 SL1303                          STATION DESCRIPTION
 SL1303
 SL1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1303'THE STATION IS THE VENTILATOR ATOP THE MORE NORTHERN AND
 SL1303'SLIGHTLY LOWER OF THE TWO ELEVATORS IN THE TOWN OF BLANCHARD.
 SL1303'IT IS A RED WOODEN BUILDING APPROXIMATELY 80 FEET HIGH, AND THE
 SL1303'VENTILATOR IS APPROXIMATELY 3 FEET WEST OF THE CENTER OF
 SL1303'THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1316 ***********************************************************************
 SL1316  DESIGNATION -  BLOCK
 SL1316  PID         -  SL1316
 SL1316  STATE/COUNTY-  ND/CASS
 SL1316  USGS QUAD   -  AYR NE (1967)
 SL1316
 SL1316                         *CURRENT SURVEY CONTROL
 SL1316  ___________________________________________________________________
 SL1316* NAD 83(1996)-  47 13 25.80967(N)    097 18 32.75922(W)     ADJUSTED  
 SL1316* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 SL1316  ___________________________________________________________________
 SL1316  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 SL1316  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SL1316
 SL1316  HORZ ORDER  -  SECOND
 SL1316
 SL1316.The horizontal coordinates were established by classical geodetic methods
 SL1316.and adjusted by the National Geodetic Survey in January 1998..
 SL1316
 SL1316.The orthometric height was scaled from a topographic map.
 SL1316
 SL1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1316
 SL1316.The geoid height was determined by GEOID03.
 SL1316
 SL1316;                    North         East     Units Scale Factor Converg.
 SL1316;SPC ND S     -   178,000.652   841,595.318   MT  0.99995890   +2 19 38.6
 SL1316;SPC ND S     -   583,991.64  2,761,139.49   iFT  0.99995890   +2 19 38.6
 SL1316;SPC ND N     -    29,893.710   841,614.071   MT  1.00004776   +2 22 28.0
 SL1316;SPC ND N     -    98,076.48  2,761,201.02   iFT  1.00004776   +2 22 28.0
 SL1316;UTM  14      - 5,231,425.381   628,012.388   MT  0.99980140   +1 14 28.7
 SL1316
 SL1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1316!SPC ND S     -   0.99995291  x   0.99995890  =   0.99991181
 SL1316!SPC ND N     -   0.99995291  x   1.00004776  =   1.00000067
 SL1316!UTM  14      -   0.99995291  x   0.99980140  =   0.99975432
 SL1316
 SL1316:                Primary Azimuth Mark                     Grid Az
 SL1316:SPC ND S     -  BLOCK AZ MK                              045 57 45.0
 SL1316:SPC ND N     -  BLOCK AZ MK                              045 54 55.6
 SL1316:UTM  14      -  BLOCK AZ MK                              047 02 54.9
 SL1316
 SL1316|---------------------------------------------------------------------|
 SL1316| PID    Reference Object                     Distance      Geod. Az  |
 SL1316|                                                           dddmmss.s |
 SL1316| CO4396 BLOCK AZ MK                                        0481723.6 |
 SL1316| SL1314 HUNTER GRAIN CO ELEV W VENT         APPROX. 7.8 KM 1171627.6 |
 SL1316| CO4397 BLOCK RM 1                           20.738 METERS 16349     |
 SL1316| CO4398 BLOCK RM 2                           17.616 METERS 28309     |
 SL1316|---------------------------------------------------------------------|
 SL1316
 SL1316                          SUPERSEDED SURVEY CONTROL
 SL1316
 SL1316  NAD 83(1986)-  47 13 25.80843(N)    097 18 32.74991(W) AD(       ) 2
 SL1316  NAD 27      -  47 13 25.86200(N)    097 18 31.43900(W) AD(       ) 2
 SL1316
 SL1316.Superseded values are not recommended for survey control.
 SL1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1316.See file dsdata.txt to determine how the superseded data were derived.
 SL1316
 SL1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2801231425(NAD 83)
 SL1316_MARKER: DS = TRIANGULATION STATION DISK
 SL1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1316
 SL1316  HISTORY     - Date     Condition        Report By
 SL1316  HISTORY     - 1954     MONUMENTED       CGS
 SL1316
 SL1316                          STATION DESCRIPTION
 SL1316
 SL1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1316'THE STATION IS LOCATED ABOUT 6.5 MILES, AIRLINE, SOUTHWEST OF
 SL1316'GREENFIELD, ABOUT 4.5 MILES WEST-NORTHWEST OF HUNTER, AND ABOUT
 SL1316'0.2 MILES WEST OF A CROSSROAD, IN A ROW OF SHELTER TREES, ON
 SL1316'PROPERTY OF MR. ROBERT SCHMUSEL.
 SL1316'
 SL1316'TO REACH FROM CROSSROADS AT THE NORTH EDGE OF HUNTER--GO WEST
 SL1316'ON GRAVEL ROAD FOR 4.0 MILES TO CROSSROAD, TURN RIGHT AND GO
 SL1316'NORTH FOR 2.0 MILES TO CROSSROAD, TURN LEFT AND GO WEST FOR 0.2
 SL1316'MILES TO FARM DRIVEWAY AND STATION ON LEFT.
 SL1316'
 SL1316'THE STATION MARK, 115 FEET SOUTH OF THE CENTER OF A COUNTY ROAD,
 SL1316'17 FEET EAST OF THE CENTER OF A FARM ROAD, AND 7.5 FEET WEST OF
 SL1316'A WHITE WITNESS POST, PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 SL1316'BLOCK 1954.
 SL1316'
 SL1316'REFERENCE MARK NO. 1, SOUTH-SOUTHEAST OF THE STATION, PROJECTS
 SL1316'3 INCHES AND THE DISK IS STAMPED BLOCK NO 1 1954.
 SL1316'
 SL1316'REFERENCE MARK NO. 2, WEST-NORTHWEST OF THE STATION, PROJECTS
 SL1316'ONE INCH AND THE DISK IS STAMPED BLOCK NO 2 1954.
 SL1316'
 SL1316'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILES NORTHEAST, IS 0.2 MILES
 SL1316'NORTH OF A CROSSROAD, 34 FEET EAST OF THE CENTER OF A GRAVEL
 SL1316'ROAD, 1.9 FEET SOUTH OF A WHITE WITNESS POST, 1.5 FEET NORTH
 SL1316'OF A TELEPHONE POLE, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 SL1316'BLOCK 1954.
 SL1316'
 SL1316'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0688 ***********************************************************************
 RQ0688  DESIGNATION -  BLOOM
 RQ0688  PID         -  RQ0688
 RQ0688  STATE/COUNTY-  ND/STUTSMAN
 RQ0688  USGS QUAD   -  BLOOM (1975)
 RQ0688
 RQ0688                         *CURRENT SURVEY CONTROL
 RQ0688  ___________________________________________________________________
 RQ0688* NAD 83(1996)-  46 56 07.81002(N)    098 36 51.82472(W)     ADJUSTED  
 RQ0688* NAVD 88     -       463.03   (+/-2cm)    1519.1    (feet)  VERTCON   
 RQ0688  ___________________________________________________________________
 RQ0688  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 RQ0688  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 RQ0688
 RQ0688  HORZ ORDER  -  FIRST
 RQ0688  VERT ORDER  -  THIRD ? (See Below)
 RQ0688
 RQ0688.The horizontal coordinates were established by classical geodetic methods
 RQ0688.and adjusted by the National Geodetic Survey in January 1998..
 RQ0688
 RQ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0688.The vertical order pertains to the NGVD 29 superseded value.
 RQ0688
 RQ0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0688
 RQ0688.The geoid height was determined by GEOID03.
 RQ0688
 RQ0688;                    North         East     Units Scale Factor Converg.
 RQ0688;SPC ND S     -   142,763.244   743,561.224   MT  0.99993740   +1 22 31.2
 RQ0688;SPC ND S     -   468,383.35  2,439,505.33   iFT  0.99993740   +1 22 31.2
 RQ0688;UTM  14      - 5,198,068.967   529,351.029   MT  0.99961059   +0 16 54.2
 RQ0688
 RQ0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0688!SPC ND S     -   0.99993126  x   0.99993740  =   0.99986866
 RQ0688!UTM  14      -   0.99993126  x   0.99961059  =   0.99954188
 RQ0688
 RQ0688|---------------------------------------------------------------------|
 RQ0688| PID    Reference Object                     Distance      Geod. Az  |
 RQ0688|                                                           dddmmss.s |
 RQ0688| CO4400 BLOOM RM 1                           36.231 METERS 05915     |
 RQ0688| CO4399 BLOOM AZ MK                                        1502539.6 |
 RQ0688| RQ0693 JAMESTOWN JCT RAD KAC 875 MST       APPROX. 8.4 KM 1981654.3 |
 RQ0688| RQ0694 HOMER STATE POLICE RADIO MAST       APPROX.12.7 KM 2080633.1 |
 RQ0688| RQ0695 JAMESTOWN RADIO STA KSJB MAST       APPROX.15.0 KM 2085752.6 |
 RQ0688| RQ0707 JAMESTOWN N DAK STATE HOSP TK       APPROX. 7.7 KM 2225320.8 |
 RQ0688| RQ0705 JAMESTOWN N DAK ST HOSP PR STK      APPROX. 7.8 KM 2231713.1 |
 RQ0688| RQ0699 JAMESTOWN R MILLER MILL CO STK      APPROX. 8.2 KM 2403643.6 |
 RQ0688| RQ0697 JAMESTOWN R MILLER MILL CO TK       APPROX. 8.2 KM 2405005.9 |
 RQ0688| RQ0698 JAMESTOWN ST JOHNS S SP E END       APPROX. 8.0 KM 2430716.1 |
 RQ0688| RQ0704 RNG JAMESTOWN RADIO JMS             APPROX. 2.1 KM 2441830.8 |
 RQ0688| RQ0701 JAMESTOWN JR HIGH SCHOOL STACK      APPROX. 7.7 KM 2454656.0 |
 RQ0688| RQ0702 JAMESTOWN OTTER TAIL PR CO STK      APPROX. 7.6 KM 2464822.3 |
 RQ0688| RQ0696 JAMESTOWN COLLEGE PWR PLT STK       APPROX. 6.8 KM 2481818.0 |
 RQ0688| RQ0708 JAMESTOWN NO PAC RR SHOPS STK       APPROX. 9.1 KM 2503312.4 |
 RQ0688| CO4401 BLOOM RM 2                           35.606 METERS 30102     |
 RQ0688| SM1141 FRIED SAC HEART CATH CH CROSS       APPROX.12.6 KM 3445450.9 |
 RQ0688|---------------------------------------------------------------------|
 RQ0688
 RQ0688                          SUPERSEDED SURVEY CONTROL
 RQ0688
 RQ0688  NAD 83(1986)-  46 56 07.81351(N)    098 36 51.81651(W) AD(       ) 1
 RQ0688  NAD 27      -  46 56 07.85100(N)    098 36 50.47800(W) AD(       ) 1
 RQ0688  NGVD 29 (07/19/86)  462.65   (m)         1517.9    (f) LEVELING    3  
 RQ0688
 RQ0688.Superseded values are not recommended for survey control.
 RQ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0688.See file dsdata.txt to determine how the superseded data were derived.
 RQ0688
 RQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2935198069(NAD 83)
 RQ0688_MARKER: DS = TRIANGULATION STATION DISK
 RQ0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0688
 RQ0688  HISTORY     - Date     Condition        Report By
 RQ0688  HISTORY     - 1934     MONUMENTED       CGS
 RQ0688  HISTORY     - 1960     GOOD             CGS
 RQ0688  HISTORY     - 1966     GOOD             CGS
 RQ0688  HISTORY     - 1977     MARK NOT FOUND   NGS
 RQ0688
 RQ0688                          STATION DESCRIPTION
 RQ0688
 RQ0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0688'STATION IS APPROXIMATELY 4.5 MILES ENE OF JAMESTOWN, IN THE NE
 RQ0688'1/4 OF SEC. 22, T 140 N, R 63 W, 1/4 MILE W OF THE E LINE OF THE
 RQ0688'SECTION AND AT ITS NORTHERN EDGE.  LAND IS OWNED BY THE MC ELROY
 RQ0688'COMPANY OF JAMESTOWN.  IT IS 20 FEET S OF CENTER LINE OF E-W
 RQ0688'DIRT ROAD, AND IS FLUSH WITH THE GROUND.
 RQ0688'
 RQ0688'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0688'BRONZE DISKS SET IN CONCRETE.
 RQ0688'
 RQ0688'REFERENCE MARK NO. 1 IS NE OF STATION, 48 FEET N OF CENTER LINE
 RQ0688'OF E-W DIRT ROAD.
 RQ0688'
 RQ0688'REFERENCE MARK NO. 2 IS NW OF STATION, 27 FEET N OF CENTER
 RQ0688'LINE OF E-W DIRT ROAD.
 RQ0688'
 RQ0688'AZIMUTH MARK IS SE OF STATION, 30 FEET W OF CENTER LINE OF
 RQ0688'ROAD.  REACHED FROM STATION BY GOING E ON DIRT ROAD FOR 1/4 MILE,
 RQ0688'THENCE RIGHT (S) FOR 0.5 MILE TO MARK RIGHT.
 RQ0688'
 RQ0688'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND
 RQ0688'281 IN JAMESTOWN BY GOING E AND N ON U.S. HIGHWAY 10 FOR 5.9
 RQ0688'MILES (OR 4.55 MILES BEYOND JUNCTION OF U.S. HIGHWAY 10 AND
 RQ0688'STATE HIGHWAY 20).  FOLLOW DIRT ROAD STRAIGHT AHEAD WHERE U.S.
 RQ0688'HIGHWAY 10 CURVES RIGHT FOR 0.15 MILE TO CROSSROADS AND SECTION
 RQ0688'CORNER, TURN LEFT (W) ON DIRT ROAD (DIM) AND GO 1/4 MILE ALONG
 RQ0688'HIGH TENSION POWER LINE TO STATION ON LEFT.
 RQ0688'
 RQ0688'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
 RQ0688
 RQ0688                          STATION RECOVERY (1960)
 RQ0688
 RQ0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RQ0688'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0688'CONDITION.  THE STATION MARK IS 44 FEET SOUTH-SOUTHEAST OF
 RQ0688'CENTER OF THE ROCK PILE THAT IS ON HIGHEST PART OF RIDGE, 35
 RQ0688'FEET WEST OF THE 1/4 MILE LINE, 19 FEET SOUTH OF THE CENTERLINE
 RQ0688'OF A TRACK ROAD AND 3 FEET NORTH OF EDGE OF CULTIVATION.  THE
 RQ0688'MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 RQ0688'
 RQ0688'R.M. NO. 1 IS 46.5 FEET NORTH OF CENTERLINE OF TRACK ROAD AND 6
 RQ0688'FEET SOUTH OF EDGE OF CULTIVATED FIELD.  MARK IS 1 INCH BELOW
 RQ0688'SURFACE OF GROUND.
 RQ0688'
 RQ0688'R.M. NO. 2 IS 25 FEET NORTH OF CENTERLINE OF TRACK ROAD AND 2
 RQ0688'FEET SOUTH OF EDGE OF CULTIVATED FIELD.  THIS MARK IS 4 INCHES
 RQ0688'BELOW SURFACE OF GROUND.
 RQ0688'
 RQ0688'THE AZIMUTH MARK IS AT QUARTER CORNER, 54 FEET WEST OF CENTERLINE
 RQ0688'OF HIGHWAY, 2.2 FEET WEST OF A SQUARE CORNER POST AND SLIGHTLY
 RQ0688'WEST OF A LINE OF POWERLINE POLES.  THIS MARK IS ABOUT FLUSH WITH
 RQ0688'THE GROUND.
 RQ0688'
 RQ0688'THE ORIGINAL DESCRIPTION TO REACH THE STATION BY FOLLOWING OLD
 RQ0688'U.S. HIGHWAY 10 IS ADEQUATE.  A HIGH TENSION POWERLINE NO LONGER
 RQ0688'PASSES THE STATION.
 RQ0688
 RQ0688                          STATION RECOVERY (1966)
 RQ0688
 RQ0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 RQ0688'THE STATION, R.M. 1, R.M. 2, WERE RECOVERED AS DESCRIBED IN THE
 RQ0688'1934 DESCRIPTION IN GOOD CONDITION.
 RQ0688
 RQ0688                          STATION RECOVERY (1977)
 RQ0688
 RQ0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 RQ0688'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 RQ0688'
 RQ0688'THE ROCK PILE DESCRIBED IN THE 1960 RECOVERY NOTE IS NO LONGER IN
 RQ0688'THE AREA.  CULTIVATION IS MUCH CLOSER TO THE TRACK ROAD THAN
 RQ0688'DESCRIBED.  THE STATION AND THE REFERENCE MARKS WERE SEARCHED FOR
 RQ0688'BUT NOT FOUND.
 RQ0688'
 RQ0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 ENE OF
 RQ0688'JAMESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1749 ***********************************************************************
 SN1749  DESIGNATION -  BLOOM
 SN1749  PID         -  SN1749
 SN1749  STATE/COUNTY-  ND/MCLEAN
 SN1749  USGS QUAD   -  EMMET (1956)
 SN1749
 SN1749                         *CURRENT SURVEY CONTROL
 SN1749  ___________________________________________________________________
 SN1749* NAD 83(1996)-  47 43 29.38777(N)    101 42 40.98870(W)     ADJUSTED  
 SN1749* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 SN1749  ___________________________________________________________________
 SN1749  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 SN1749  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1749
 SN1749  HORZ ORDER  -  SECOND
 SN1749
 SN1749.The horizontal coordinates were established by classical geodetic methods
 SN1749.and adjusted by the National Geodetic Survey in January 1998..
 SN1749
 SN1749.The orthometric height was scaled from a topographic map.
 SN1749
 SN1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1749
 SN1749.The geoid height was determined by GEOID03.
 SN1749
 SN1749;                    North         East     Units Scale Factor Converg.
 SN1749;SPC ND N     -    81,301.645   509,128.029   MT  0.99995546   -0 54 05.2
 SN1749;SPC ND N     -   266,737.68  1,670,367.55   iFT  0.99995546   -0 54 05.2
 SN1749;UTM  14      - 5,289,277.913   296,676.735   MT  1.00010803   -2 00 24.8
 SN1749
 SN1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1749!SPC ND N     -   0.99989588  x   0.99995546  =   0.99985134
 SN1749!UTM  14      -   0.99989588  x   1.00010803  =   1.00000390
 SN1749
 SN1749|---------------------------------------------------------------------|
 SN1749| PID    Reference Object                     Distance      Geod. Az  |
 SN1749|                                                           dddmmss.s |
 SN1749| CQ7094 BLOOM RM 1                           19.833 METERS 00550     |
 SN1749| CQ7095 BLOOM RM 2                           20.757 METERS 22041     |
 SN1749| SN1751 WHITE SHIELD E SEGMENT TANK         APPROX.12.3 KM 2352019.0 |
 SN1749| SN1739 SILO 2 MILES N OF BLOOM             APPROX. 2.9 KM 3455745.7 |
 SN1749| CQ7093 BLOOM AZ MK                                        3584706.6 |
 SN1749|---------------------------------------------------------------------|
 SN1749
 SN1749                          SUPERSEDED SURVEY CONTROL
 SN1749
 SN1749  NAD 83(1986)-  47 43 29.38661(N)    101 42 40.98318(W) AD(       ) 2
 SN1749  NAD 27      -  47 43 29.37870(N)    101 42 39.38540(W) AD(       ) 2
 SN1749
 SN1749.Superseded values are not recommended for survey control.
 SN1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1749.See file dsdata.txt to determine how the superseded data were derived.
 SN1749
 SN1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9667789278(NAD 83)
 SN1749_MARKER: DS = TRIANGULATION STATION DISK
 SN1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1749
 SN1749  HISTORY     - Date     Condition        Report By
 SN1749  HISTORY     - 1962     MONUMENTED       CGS
 SN1749
 SN1749                          STATION DESCRIPTION
 SN1749
 SN1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1749'THE STATION IS LOCATED 6 MILES EAST AND 2 MILES SOUTH OF THE
 SN1749'TOWN OF ROSEGLEN, IN THE NW 1/4 OF SEC. 17, T149N, R86W, IN
 SN1749'A PASTURE OWNED BY MR. BLOOM.
 SN1749'
 SN1749'TO REACH FROM THE POST OFFICE IN ROSEGLEN, GO SOUTH ON THE
 SN1749'GRAVELED ROAD FOR 0.35 MILE TO STATE HIGHWAY 37.  TURN LEFT AND
 SN1749'GO EAST ON STATE HIGHWAY 37 FOR 5.5 MILES TO A CROSSROAD.
 SN1749'TURN RIGHT AND GO SOUTH 1 MILE TO A GRAVELED ROAD LEFT.  TURN LEFT
 SN1749'AND GO EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 SN1749'AND A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO SOUTHERLY
 SN1749'ON THE TRACK ROAD FOR 0.55 MILE TO THE STATION.
 SN1749'
 SN1749'THE STATION MARK IS A STANDARD DISK STAMPED BLOOM 1962 AND SET IN
 SN1749'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1749'WITH THE GROUND.  IT IS 53 FEET NORTH OF THE CENTER OF A GATE,
 SN1749'10.9 FEET NORTH WEST OF THE WITNESS POST AND 9 FEET WEST OF A
 SN1749'NORTH SOUTH FENCE LINE.
 SN1749'
 SN1749'REFERENCE MARK NO. 1, STAMPED BLOOM NO 1 1962, IS A STANDARD
 SN1749'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1749'IS FLUSH WITH THE GROUND.  IT IS 73 FEET NORTH OF THE WITNESS
 SN1749'POST AND 1 FOOT WEST OF A NORTH SOUTH FENCE LINE.
 SN1749'
 SN1749'REFERENCE MARK NO. 2, STAMPED BLOOM NO 2 1962, IS A STANDARD
 SN1749'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1749'IS FLUSH WITH THE GROUND.  IT IS 67.7 FEET SOUTHWEST OF THE
 SN1749'WITNESS POST, 36 FEET WEST OF THE CENTER OF A GATE AND 1 FOOT
 SN1749'NORTH OF A EAST WEST FENCE LINE.
 SN1749'
 SN1749'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLOOM 1962 AND SET
 SN1749'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1749'WITH THE GROUND.  IT IS 58 FEET SOUTH OF THE CENTER OF A GRAVELED
 SN1749'ROAD, 46 FEET SOUTHWEST OF THE CENTER OF A GATE, 11 FEET SOUTH
 SN1749'OF A EAST WEST FENCE, 2 FEET WEST OF A TELEPHONE POLE AND 1.6
 SN1749'FEET EAST OF THE WITNESS POST.
 SN1749'
 SN1749'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 127.09 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1938 ***********************************************************************
 TG1938  DESIGNATION -  BLOOM
 TG1938  PID         -  TG1938
 TG1938  STATE/COUNTY-  ND/DIVIDE
 TG1938  USGS QUAD   -  CROSBY (1981)
 TG1938
 TG1938                         *CURRENT SURVEY CONTROL
 TG1938  ___________________________________________________________________
 TG1938* NAD 83(1996)-  48 59 09.79595(N)    103 16 33.47710(W)     ADJUSTED  
 TG1938* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 TG1938  ___________________________________________________________________
 TG1938  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 TG1938  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TG1938
 TG1938  HORZ ORDER  -  THIRD
 TG1938
 TG1938.The horizontal coordinates were established by classical geodetic methods
 TG1938.and adjusted by the National Geodetic Survey in January 1998..
 TG1938
 TG1938.The orthometric height was scaled from a topographic map.
 TG1938
 TG1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1938
 TG1938.The geoid height was determined by GEOID03.
 TG1938
 TG1938;                    North         East     Units Scale Factor Converg.
 TG1938;SPC ND N     -   224,489.297   396,852.732   MT  1.00005995   -2 03 56.5
 TG1938;SPC ND N     -   736,513.44  1,302,010.28   iFT  1.00005995   -2 03 56.5
 TG1938;UTM  13      - 5,427,337.611   626,132.792   MT  0.99979545   +1 18 03.7
 TG1938
 TG1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1938!SPC ND N     -   0.99991053  x   1.00005995  =   0.99997048
 TG1938!UTM  13      -   0.99991053  x   0.99979545  =   0.99970600
 TG1938
 TG1938:                Primary Azimuth Mark                     Grid Az
 TG1938:SPC ND N     -  HUSO                                     260 52 42.7
 TG1938:UTM  13      -  HUSO                                     257 30 42.5
 TG1938
 TG1938|---------------------------------------------------------------------|
 TG1938| PID    Reference Object                     Distance      Geod. Az  |
 TG1938|                                                           dddmmss.s |
 TG1938| TG1970 HUSO                                APPROX. 4.3 KM 2584846.2 |
 TG1938|---------------------------------------------------------------------|
 TG1938
 TG1938                          SUPERSEDED SURVEY CONTROL
 TG1938
 TG1938  NAD 83(1986)-  48 59 09.79832(N)    103 16 33.46875(W) AD(       ) 3
 TG1938
 TG1938.Superseded values are not recommended for survey control.
 TG1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1938.See file dsdata.txt to determine how the superseded data were derived.
 TG1938
 TG1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2613327338(NAD 83)
 TG1938_MARKER: DD = SURVEY DISK
 TG1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1938_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1938+STABILITY: SURFACE MOTION
 TG1938
 TG1938  HISTORY     - Date     Condition        Report By
 TG1938  HISTORY     - 1911     MONUMENTED       IBC
 TG1938
 TG1938                          STATION DESCRIPTION
 TG1938
 TG1938'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1938'ABOUT 1 MILE SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 607, IN SE
 TG1938'1/4 SECTION 33, TOWNSHIP 164 N, RANGE 97 W, FIFTH PRINCIPAL MERIDIAN.
 TG1938'THE STATION IS ON A SMALL RISE ABOUT ONE - THIRD MILE WEST OF THE
 TG1938'ROAD AT THE EAST BOUNDARY OF THE SECTION.
 TG1938'
 TG1938'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1938'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0544 ***********************************************************************
 SN0544  DESIGNATION -  BLUE
 SN0544  PID         -  SN0544
 SN0544  STATE/COUNTY-  ND/MCLEAN
 SN0544  USGS QUAD   -  GARRISON (1981)
 SN0544
 SN0544                         *CURRENT SURVEY CONTROL
 SN0544  ___________________________________________________________________
 SN0544* NAD 83(1996)-  47 39 39.89977(N)    101 24 34.94298(W)     ADJUSTED  
 SN0544* NAVD 88     -       595.904  (meters)    1955.06   (feet)  ADJUSTED  
 SN0544  ___________________________________________________________________
 SN0544  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 SN0544  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SN0544  DYNAMIC HT  -         595.957 (meters)    1955.24  (feet)  COMP
 SN0544  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SN0544
 SN0544  HORZ ORDER  -  THIRD
 SN0544  VERT ORDER  -  FIRST     CLASS II
 SN0544
 SN0544.The horizontal coordinates were established by classical geodetic methods
 SN0544.and adjusted by the National Geodetic Survey in January 1998..
 SN0544
 SN0544.The orthometric height was determined by differential leveling
 SN0544.and adjusted by the National Geodetic Survey in June 1991..
 SN0544
 SN0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0544
 SN0544.The geoid height was determined by GEOID03.
 SN0544
 SN0544.The dynamic height is computed by dividing the NAVD 88
 SN0544.geopotential number by the normal gravity value computed on the
 SN0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0544.degrees latitude (g = 980.6199 gals.).
 SN0544
 SN0544.The modeled gravity was interpolated from observed gravity values.
 SN0544
 SN0544;                    North         East     Units Scale Factor Converg.
 SN0544;SPC ND N     -    73,903.085   531,673.512   MT  0.99996302   -0 40 37.0
 SN0544;SPC ND N     -   242,464.19  1,744,335.67   iFT  0.99996302   -0 40 37.0
 SN0544;UTM  14      - 5,281,445.179   319,077.466   MT  1.00000226   -1 46 54.0
 SN0544
 SN0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0544!SPC ND N     -   0.99990973  x   0.99996302  =   0.99987275
 SN0544!UTM  14      -   0.99990973  x   1.00000226  =   0.99991199
 SN0544
 SN0544|---------------------------------------------------------------------|
 SN0544| PID    Reference Object                     Distance      Geod. Az  |
 SN0544|                                                           dddmmss.s |
 SN0544| SN0543 BLUE RM 1                             5.572 METERS 17236     |
 SN0544| SN1643 GARRISON EAST MUNICIPAL TANK        APPROX. 0.9 KM 2303542.4 |
 SN0544| SN1642 GARRISON WEST MUNICIPAL TANK        APPROX. 0.9 KM 2311702.0 |
 SN0544| SN0542 BLUE RM 2                             5.763 METERS 28313     |
 SN0544|---------------------------------------------------------------------|
 SN0544
 SN0544                          SUPERSEDED SURVEY CONTROL
 SN0544
 SN0544  NAD 83(1986)-  47 39 39.89927(N)    101 24 34.93686(W) AD(       ) 3
 SN0544  NAD 27      -  47 39 39.90630(N)    101 24 33.35710(W) AD(       ) 3
 SN0544  NGVD 29 (??/??/92)  595.510  (m)         1953.77   (f) ADJ UNCH    1 2
 SN0544
 SN0544.Superseded values are not recommended for survey control.
 SN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0544.See file dsdata.txt to determine how the superseded data were derived.
 SN0544
 SN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1907781445(NAD 83)
 SN0544_MARKER: DS = TRIANGULATION STATION DISK
 SN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0544_STAMPING: BLUE 1962
 SN0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0544+STABILITY: SURFACE MOTION
 SN0544
 SN0544  HISTORY     - Date     Condition        Report By
 SN0544  HISTORY     - 1962     MONUMENTED       CGS
 SN0544  HISTORY     - 1962     GOOD             CGS
 SN0544  HISTORY     - 1969     GOOD             NDHD
 SN0544
 SN0544                          STATION DESCRIPTION
 SN0544
 SN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0544'THE STATION IS LOCATED 1/2 MILE NORTH OF THE TOWN OF GARRISON,
 SN0544'IN THE NW 1/4 OF SEC. 8, T148N, R84W, NEAR A FENCE CORNER ON
 SN0544'THE NORTH EDGE OF A FIELD.
 SN0544'
 SN0544'THE STATION MARK IS A STANDARD DISK STAMPED BLUE 1962 AND SET
 SN0544'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0544'4 INCHES.  IT IS 42 FEET SOUTH OF A GRAVELED ROAD, 5.5 FEET SOUTH
 SN0544'OF A FENCE CORNER, 5.3 FEET SOUTHWEST OF A WITNESS POST AND 5 FEET
 SN0544'WEST OF A FENCE.
 SN0544'
 SN0544'REFERENCE MARK NO. 1, STAMPED BLUE NO 1 1962, IS A STANDARD
 SN0544'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0544'PROJECTS 4 INCHES.  IT IS 61 FEET SOUTH OF A GRAVELED ROAD,
 SN0544'21.2 FEET SOUTH OF THE WITNESS POST, 20.6 FEET SOUTH OF A
 SN0544'FENCE CORNER AND 3.5 FEET WEST OF A FENCE.
 SN0544'
 SN0544'REFERENCE MARK NO. 2, STAMPED BLUE NO 2 1962, IS A STANDARD
 SN0544'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0544'PROJECTS 4 INCHES.  IT IS 39 FEET SOUTH OF A GRAVELED ROAD, 23.6
 SN0544'FEET WEST OF A FENCE CORNER POST AND 22.9 FEET WEST OF THE
 SN0544'WITNESS POST.
 SN0544'
 SN0544'TRIANGULATION STATION D 7 Z MAY BE USED AS AN AZIMUTH MARK.
 SN0544'
 SN0544'TO REACH FROM THE POST OFFICE IN GARRISON, GO WEST FOR 0.05 MILE
 SN0544'TO THE JUNCTION WITH COUNTY ROUTE 15.  TURN RIGHT, AND GO NORTHWEST
 SN0544'AND NORTH ON COUNTY ROUTE 15 FOR 0.8 MILE TO A CROSSROAD.  TURN
 SN0544'RIGHT AND GO EAST FOR 0.5 MILE TO A FENCE CORNER AND THE STATION
 SN0544'ON THE RIGHT.
 SN0544
 SN0544                          STATION RECOVERY (1962)
 SN0544
 SN0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0544'1.65 MI NE FROM GARRISON.
 SN0544'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0544'AT GARRISON, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, ACROSS THE
 SN0544'ROAD FROM A FARM HOUSE, AT A FENCE CORNER, 42 FEET SOUTH OF THE
 SN0544'CENTERLINE OF THE ROAD, 5.7 FEET SOUTHWEST OF THE FENCE CORNER, 18.3
 SN0544'FEET NORTH OF RM 1, 18.7 FEET EAST OF RM 2, 5.2 FEET SOUTHWEST OF A
 SN0544'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, A DISK IN THE TOP
 SN0544'OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0544
 SN0544                          STATION RECOVERY (1969)
 SN0544
 SN0544'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969 (DRM)
 SN0544'BLUE 1962-GOOD
 SN0544'
 SN0544'BLUE 1 1962-GOOD
 SN0544'
 SN0544'BLUE 2 1962-GOOD
 SN0544'
 SN0544'ALL MONUMENTS WERE FOUND AS DESCRIBED.  GARRISON EAST MUNICIPAL
 SN0544'WATER TANK WAS USED.  THIS TANK IS JUST EAST OF THE GARRISON
 SN0544'WEST MUNICIPAL WATER TANK WHICH IS DESCRIBED IN THE HORIZONTAL
 SN0544'CONTROL DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0788 ***********************************************************************
 SO0788  DESIGNATION -  BLUE BUTTE
 SO0788  PID         -  SO0788
 SO0788  STATE/COUNTY-  ND/MCKENZIE
 SO0788  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0788
 SO0788                         *CURRENT SURVEY CONTROL
 SO0788  ___________________________________________________________________
 SO0788* NAD 83(1996)-  47 52 22.24112(N)    102 55 12.43356(W)     ADJUSTED  
 SO0788* NAVD 88     -       841.0    (meters)    2759.     (feet)  VERTCON   
 SO0788  ___________________________________________________________________
 SO0788  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 SO0788  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0788
 SO0788  HORZ ORDER  -  THIRD
 SO0788
 SO0788.The horizontal coordinates were established by classical geodetic methods
 SO0788.and adjusted by the National Geodetic Survey in January 1998..
 SO0788
 SO0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0788
 SO0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0788
 SO0788.The geoid height was determined by GEOID03.
 SO0788
 SO0788;                    North         East     Units Scale Factor Converg.
 SO0788;SPC ND N     -    99,888.048   418,994.494   MT  0.99994265   -1 48 03.2
 SO0788;SPC ND N     -   327,716.69  1,374,653.85   iFT  0.99994265   -1 48 03.2
 SO0788;UTM  13      - 5,304,261.652   655,527.153   MT  0.99989724   +1 32 34.3
 SO0788
 SO0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0788!SPC ND N     -   0.99987098  x   0.99994265  =   0.99981363
 SO0788!UTM  13      -   0.99987098  x   0.99989724  =   0.99976823
 SO0788
 SO0788:                Primary Azimuth Mark                     Grid Az
 SO0788:SPC ND N     -  ET 21 DM                                 275 18 53.8
 SO0788:UTM  13      -  ET 21 DM                                 271 58 16.3
 SO0788
 SO0788|---------------------------------------------------------------------|
 SO0788| PID    Reference Object                     Distance      Geod. Az  |
 SO0788|                                                           dddmmss.s |
 SO0788| SO0790 ET 21 DM                            APPROX. 6.3 KM 2733050.6 |
 SO0788|---------------------------------------------------------------------|
 SO0788
 SO0788                          SUPERSEDED SURVEY CONTROL
 SO0788
 SO0788  NAD 83(1986)-  47 52 22.24142(N)    102 55 12.42770(W) AD(       ) 3
 SO0788  NAD 27      -  47 52 22.15151(N)    102 55 10.75388(W) AD(       ) 3
 SO0788  NGVD 29 (07/19/86)  840.5    (m)         2758.     (f) VERT ANG       
 SO0788
 SO0788.Superseded values are not recommended for survey control.
 SO0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0788.See file dsdata.txt to determine how the superseded data were derived.
 SO0788
 SO0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP5552704262(NAD 83)
 SO0788_MARKER: DE = TRAVERSE STATION DISK
 SO0788_SETTING: 0 = UNSPECIFIED SETTING
 SO0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0788
 SO0788  HISTORY     - Date     Condition        Report By
 SO0788  HISTORY     - 1964     MONUMENTED       USGS
 SO0788
 SO0788                          STATION DESCRIPTION
 SO0788
 SO0788'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SO0788'KEENE, 4.0 MI S. AND 1.0 MI E. OF.  ON TOP OF PROMINENT BUTTE KNOWN
 SO0788'LOCALLY AS BLUE BUTTE, NEAR QUARTER CORNER BETWEEN SECS. 25 AND 26,
 SO0788'T. 151 N., R. 96 W., 251 FT S. OF A LONE BUSH, ON A 4 IN. CONCRETE
 SO0788'FILLED TILE.  A STANDARD TABLET STAMPED---BLUE BUTTE E. T. 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1741 ***********************************************************************
 SN1741  DESIGNATION -  BLUE HILL
 SN1741  PID         -  SN1741
 SN1741  STATE/COUNTY-  ND/MCLEAN
 SN1741  USGS QUAD   -  BLUE HILL (1980)
 SN1741
 SN1741                         *CURRENT SURVEY CONTROL
 SN1741  ___________________________________________________________________
 SN1741* NAD 83(1996)-  47 46 14.48138(N)    101 38 29.16494(W)     ADJUSTED  
 SN1741* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 SN1741  ___________________________________________________________________
 SN1741  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 SN1741  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SN1741
 SN1741  HORZ ORDER  -  SECOND
 SN1741
 SN1741.The horizontal coordinates were established by classical geodetic methods
 SN1741.and adjusted by the National Geodetic Survey in January 1998..
 SN1741
 SN1741.The orthometric height was scaled from a topographic map.
 SN1741
 SN1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1741
 SN1741.The geoid height was determined by GEOID03.
 SN1741
 SN1741;                    North         East     Units Scale Factor Converg.
 SN1741;SPC ND N     -    86,319.562   514,450.585   MT  0.99995079   -0 50 57.8
 SN1741;SPC ND N     -   283,200.66  1,687,830.00   iFT  0.99995079   -0 50 57.8
 SN1741;UTM  14      - 5,294,192.824   302,095.949   MT  1.00008131   -1 57 23.4
 SN1741
 SN1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1741!SPC ND N     -   0.99989449  x   0.99995079  =   0.99984529
 SN1741!UTM  14      -   0.99989449  x   1.00008131  =   0.99997579
 SN1741
 SN1741:                Primary Azimuth Mark                     Grid Az
 SN1741:SPC ND N     -  DOUGLAS TRINITY LUTH CH CROSS            048 35 32.4
 SN1741:UTM  14      -  DOUGLAS TRINITY LUTH CH CROSS            049 41 58.0
 SN1741
 SN1741|---------------------------------------------------------------------|
 SN1741| PID    Reference Object                     Distance      Geod. Az  |
 SN1741|                                                           dddmmss.s |
 SN1741| SN1738 DOUGLAS TRINITY LUTH CH CROSS       APPROX.14.2 KM 0474434.6 |
 SN1741| CQ7100 BLUE HILL RM 1                        7.721 METERS 19026     |
 SN1741| SN1739 SILO 2 MILES N OF BLOOM             APPROX. 6.4 KM 2490505.7 |
 SN1741| CQ7101 BLUE HILL RM 2                        7.383 METERS 30235     |
 SN1741| CQ7099 BLUE HILL AZ MK                                    3414712.1 |
 SN1741|---------------------------------------------------------------------|
 SN1741
 SN1741                          SUPERSEDED SURVEY CONTROL
 SN1741
 SN1741  NAD 83(1986)-  47 46 14.48044(N)    101 38 29.15969(W) AD(       ) 2
 SN1741  NAD 27      -  47 46 14.47250(N)    101 38 27.56960(W) AD(       ) 2
 SN1741
 SN1741.Superseded values are not recommended for survey control.
 SN1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1741.See file dsdata.txt to determine how the superseded data were derived.
 SN1741
 SN1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0209694193(NAD 83)
 SN1741_MARKER: DS = TRIANGULATION STATION DISK
 SN1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1741
 SN1741  HISTORY     - Date     Condition        Report By
 SN1741  HISTORY     - 1962     MONUMENTED       CGS
 SN1741
 SN1741                          STATION DESCRIPTION
 SN1741
 SN1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1741'THE STATION IS LOCATED 1-1/4 MILES EAST AND 9-3/4 MILES SOUTH
 SN1741'OF THE TOWN OF RYDER, IN THE NE 1/4 OF SEC. 35, T150N, R86W,
 SN1741'ON THE HIGHEST POINT OF A LOW PROMINENT HILL, LOCALLY KNOWN
 SN1741'AS BLUE HILL.
 SN1741'
 SN1741'TO REACH FROM THE POST OFFICE IN RYDER, FOLLOW THE GRAVELED
 SN1741'ROAD SOUTH AND SOUTHWEST FOR 0.4 MILE TO STATE HIGHWAY 28.
 SN1741'TURN LEFT AND FOLLOW STATE HIGHWAY 28 SOUTH FOR 3.5 MILES
 SN1741'TO THE JUNCTION OF STATE HIGHWAY 28 AND STATE HIGHWAY 53.
 SN1741'CONTINUE AHEAD, SOUTH, ON STATE HIGHWAY 28 FOR 6.5 MILES TO A
 SN1741'T ROAD TO THE LEFT AND A SIGN FEIDLERS 2 H RANCH.  TURN LEFT
 SN1741'AND GO EAST FOR 1 MILE TO A CROSSROAD.  CONTINUE AHEAD AND
 SN1741'FOLLOW THE TRACK ROAD EAST, SOUTHEAST, NORTHEAST, AND EAST
 SN1741'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE
 SN1741'OF THE ROAD.  CONTINUE AHEAD, EAST, FOR 0.05 MILE TO THE END
 SN1741'OF THE TRACK ROAD.  TURN RIGHT AND FOLLOW THE FENCE LINE
 SN1741'SOUTH ACROSS COUNTRY FOR 0.4 MILE TO THE TOP OF THE HILL AND
 SN1741'THE STATION.
 SN1741'
 SN1741'THE STATION MARK IS A STANDARD DISK STAMPED BLUE HILL 1962 AND SET
 SN1741'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1741'6 INCHES.  IT IS 42 FEET EAST OF A FENCE AND 8.6 FEET SOUTH OF THE
 SN1741'WITNESS POST.
 SN1741'
 SN1741'REFERENCE MARK NO. 1, STAMPED BLUE HILL NO 1 1962, IS A STANDARD
 SN1741'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1741'PROJECTS 4 INCHES.  IT IS 37 FEET EAST OF A FENCE AND 33.6 FEET
 SN1741'SOUTH OF THE WITNESS POST.
 SN1741'
 SN1741'REFERENCE MARK NO. 2, STAMPED BLUE HILL NO 2 1962, IS A STANDARD
 SN1741'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1741'WHICH PROJECTS 4 INCHES.  IT IS 22 FEET EAST OF A FENCE AND
 SN1741'25.7 FEET WEST OF THE WITNESS POST.
 SN1741'
 SN1741'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUE HILL 1962 AND SET
 SN1741'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1741'3 INCHES.  IT IS 1 FOOT NORTH OF A FENCE AND 5.7 FEET WEST OF
 SN1741'THE WITNESS POST.
 SN1741'
 SN1741'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 41.09 FEET OR 12.525 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0543 ***********************************************************************
 SN0543  DESIGNATION -  BLUE RM 1
 SN0543  PID         -  SN0543
 SN0543  STATE/COUNTY-  ND/MCLEAN
 SN0543  USGS QUAD   -  GARRISON (1981)
 SN0543
 SN0543                         *CURRENT SURVEY CONTROL
 SN0543  ___________________________________________________________________
 SN0543* NAD 83(1986)-  47 39 39.     (N)    101 24 35.     (W)     SCALED    
 SN0543* NAVD 88     -       595.905  (meters)    1955.07   (feet)  ADJUSTED  
 SN0543  ___________________________________________________________________
 SN0543  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SN0543  DYNAMIC HT  -         595.958 (meters)    1955.24  (feet)  COMP
 SN0543  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SN0543
 SN0543  VERT ORDER  -  FIRST     CLASS II
 SN0543
 SN0543.The horizontal coordinates were scaled from a topographic map and have
 SN0543.an estimated accuracy of +/- 6 seconds.
 SN0543
 SN0543.The orthometric height was determined by differential leveling
 SN0543.and adjusted by the National Geodetic Survey in June 1991..
 SN0543
 SN0543.The geoid height was determined by GEOID03.
 SN0543
 SN0543.The dynamic height is computed by dividing the NAVD 88
 SN0543.geopotential number by the normal gravity value computed on the
 SN0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0543.degrees latitude (g = 980.6199 gals.).
 SN0543
 SN0543.The modeled gravity was interpolated from observed gravity values.
 SN0543
 SN0543;                    North         East    Units  Estimated Accuracy
 SN0543;SPC ND N     -    73,880.      531,670.      MT  (+/- 180 meters Scaled)
 SN0543
 SN0543                          SUPERSEDED SURVEY CONTROL
 SN0543
 SN0543  NGVD 29 (??/??/92)  595.510  (m)         1953.77   (f) ADJ UNCH    1 2
 SN0543
 SN0543.Superseded values are not recommended for survey control.
 SN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0543.See file dsdata.txt to determine how the superseded data were derived.
 SN0543
 SN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT190814(NAD 83)
 SN0543_MARKER: DR = REFERENCE MARK DISK
 SN0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0543_STAMPING: BLUE NO 1 1962
 SN0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0543+STABILITY: SURFACE MOTION
 SN0543
 SN0543  HISTORY     - Date     Condition        Report By
 SN0543  HISTORY     - 1962     MONUMENTED       CGS
 SN0543
 SN0543                          STATION DESCRIPTION
 SN0543
 SN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0543'1.65 MI NE FROM GARRISON.
 SN0543'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0543'AT GARRISON, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, ACROSS THE
 SN0543'ROAD FROM A FARM HOME, AT A FENCE CORNER, 18.3 FEET SOUTH OF THE
 SN0543'STATION MARK, 30.7 FEET SOUTHEAST OF RM 2, ABOUT 1 1/2 FEET LOWER THAN
 SN0543'THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0542 ***********************************************************************
 SN0542  DESIGNATION -  BLUE RM 2
 SN0542  PID         -  SN0542
 SN0542  STATE/COUNTY-  ND/MCLEAN
 SN0542  USGS QUAD   -  GARRISON (1981)
 SN0542
 SN0542                         *CURRENT SURVEY CONTROL
 SN0542  ___________________________________________________________________
 SN0542* NAD 83(1986)-  47 39 39.     (N)    101 24 35.     (W)     SCALED    
 SN0542* NAVD 88     -       595.817  (meters)    1954.78   (feet)  ADJUSTED  
 SN0542  ___________________________________________________________________
 SN0542  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SN0542  DYNAMIC HT  -         595.871 (meters)    1954.95  (feet)  COMP
 SN0542  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SN0542
 SN0542  VERT ORDER  -  FIRST     CLASS II
 SN0542
 SN0542.The horizontal coordinates were scaled from a topographic map and have
 SN0542.an estimated accuracy of +/- 6 seconds.
 SN0542
 SN0542.The orthometric height was determined by differential leveling
 SN0542.and adjusted by the National Geodetic Survey in June 1991..
 SN0542
 SN0542.The geoid height was determined by GEOID03.
 SN0542
 SN0542.The dynamic height is computed by dividing the NAVD 88
 SN0542.geopotential number by the normal gravity value computed on the
 SN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0542.degrees latitude (g = 980.6199 gals.).
 SN0542
 SN0542.The modeled gravity was interpolated from observed gravity values.
 SN0542
 SN0542;                    North         East    Units  Estimated Accuracy
 SN0542;SPC ND N     -    73,880.      531,670.      MT  (+/- 180 meters Scaled)
 SN0542
 SN0542                          SUPERSEDED SURVEY CONTROL
 SN0542
 SN0542  NGVD 29 (??/??/92)  595.423  (m)         1953.48   (f) ADJ UNCH    1 2
 SN0542
 SN0542.Superseded values are not recommended for survey control.
 SN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0542.See file dsdata.txt to determine how the superseded data were derived.
 SN0542
 SN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT190814(NAD 83)
 SN0542_MARKER: DR = REFERENCE MARK DISK
 SN0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0542_STAMPING: BLUE NO 2 1962
 SN0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0542+STABILITY: SURFACE MOTION
 SN0542
 SN0542  HISTORY     - Date     Condition        Report By
 SN0542  HISTORY     - 1962     MONUMENTED       CGS
 SN0542
 SN0542                          STATION DESCRIPTION
 SN0542
 SN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0542'1.65 MI NE FROM GARRISON.
 SN0542'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0542'AT GARRISON, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, ACROSS THE
 SN0542'ROAD FROM A FARM HOME, AT A FENCE CORNER, 42 FEET SOUTH OF THE
 SN0542'CENTERLINE OF THE ROAD, 18.7 FEET WEST OF THE STATION MARK, 30.7 FEET
 SN0542'NORTHWEST OF RM 1, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, A DISK IN THE
 SN0542'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2247 ***********************************************************************
 TF2247  DESIGNATION -  BLUEL
 TF2247  PID         -  TF2247
 TF2247  STATE/COUNTY-  ND/RENVILLE
 TF2247  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2247
 TF2247                         *CURRENT SURVEY CONTROL
 TF2247  ___________________________________________________________________
 TF2247* NAD 83(1996)-  48 55 26.16215(N)    101 51 41.05811(W)     ADJUSTED  
 TF2247* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 TF2247  ___________________________________________________________________
 TF2247  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 TF2247  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TF2247
 TF2247  HORZ ORDER  -  FIRST
 TF2247
 TF2247.The horizontal coordinates were established by classical geodetic methods
 TF2247.and adjusted by the National Geodetic Survey in January 1998..
 TF2247
 TF2247.The orthometric height was scaled from a topographic map.
 TF2247
 TF2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2247
 TF2247.The geoid height was determined by GEOID03.
 TF2247
 TF2247;                    North         East     Units Scale Factor Converg.
 TF2247;SPC ND N     -   214,800.185   500,232.813   MT  1.00004339   -1 00 47.0
 TF2247;SPC ND N     -   704,725.02  1,641,183.77   iFT  1.00004339   -1 00 47.0
 TF2247;UTM  14      - 5,422,946.859   290,402.910   MT  1.00013972   -2 09 28.1
 TF2247
 TF2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2247!SPC ND N     -   0.99991741  x   1.00004339  =   0.99996079
 TF2247!UTM  14      -   0.99991741  x   1.00013972  =   1.00005712
 TF2247
 TF2247|---------------------------------------------------------------------|
 TF2247| PID    Reference Object                     Distance      Geod. Az  |
 TF2247|                                                           dddmmss.s |
 TF2247| CQ7104 BLUEL RM 2                           25.119 METERS 13924     |
 TF2247| TF2238 SOURIS R TEL MST W OF MOHALL        APPROX.21.5 KM 1452102.0 |
 TF2247| CQ7102 BLUEL AZ MK                                        2563624.0 |
 TF2247| CQ7103 BLUEL RM 1                           22.433 METERS 35858     |
 TF2247|---------------------------------------------------------------------|
 TF2247
 TF2247                          SUPERSEDED SURVEY CONTROL
 TF2247
 TF2247  NAD 83(1986)-  48 55 26.15802(N)    101 51 41.04702(W) AD(       ) 1
 TF2247  NAD 27      -  48 55 26.06730(N)    101 51 39.46110(W) AD(       ) 1
 TF2247
 TF2247.Superseded values are not recommended for survey control.
 TF2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2247.See file dsdata.txt to determine how the superseded data were derived.
 TF2247
 TF2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9040322947(NAD 83)
 TF2247_MARKER: DS = TRIANGULATION STATION DISK
 TF2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2247
 TF2247  HISTORY     - Date     Condition        Report By
 TF2247  HISTORY     - 1924     MONUMENTED       GSC
 TF2247  HISTORY     - 1935     GOOD             CGS
 TF2247  HISTORY     - 1935     POOR             USDA
 TF2247  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TF2247
 TF2247                          STATION DESCRIPTION
 TF2247
 TF2247'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TF2247'IN SW 1/4 SEC. 20, T. 163 N., R. 86 W., FIFTH PRINCIPAL MERIDIAN.
 TF2247'THE STATION IS ABOUT 50 METERS NORTHWEST OF A HOUSE.
 TF2247'
 TF2247'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TF2247'MARK.  THE REFERENCE MARK IS THE CORNER MARK AT THE CENTER OF
 TF2247'THE WEST SIDE OF THE ABOVE SECTION, 851.80 METERS FROM THE
 TF2247'STATION N 38 DEG 56 MIN W.
 TF2247
 TF2247                          STATION RECOVERY (1935)
 TF2247
 TF2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TF2247'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TF2247'THE SURFACE MARK PROJECTS 16 INCHES ABOVE THE GROUND.
 TF2247
 TF2247                          STATION RECOVERY (1935)
 TF2247
 TF2247'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1935 (JCP)
 TF2247'LETTER DATED MAY 29, 1935, FROM J.C. PINNEY, U.S. DEPARTMENT
 TF2247'OF AGRICULTURE--
 TF2247'
 TF2247'WE HAVE VISITED STATION BLUEL, AND FIND THE STATION AS DESCRIBED.
 TF2247'THE BRONZE DISK IS BADLY BATTERED AND PRACTICALLY UNREADABLE.
 TF2247
 TF2247                          STATION RECOVERY (1963)
 TF2247
 TF2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2247'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 TF2247'NEW REFERENCE MARKS AND NEW AZIMUTH MARK WERE ESTABLISHED AT THIS
 TF2247'DATE.  DUE TO CHANGES IN ROADS A COMPLETE NEW DESCRIPTION FOLLOWS.
 TF2247'
 TF2247'THE STATION IS LOCATED IN A PASTURE JUST NORTH OF A SET OF OLD
 TF2247'FARM BUILDINGS, IN THE SW 1/4 SEC. 20 T 163 N, R 77 W., ABOUT
 TF2247'13 MILES NORTH AND 2 MILES WEST OF TOLLEY, ON PROPERTY OWNED BY
 TF2247'MR. HENRY BLUEL.
 TF2247'
 TF2247'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 5 AND COUNTY ROAD 3
 TF2247'WHICH IS ABOUT 2 MILES NORTH OF TOLLEY, GO NORTH ON COUNTY
 TF2247'ROAD 3 FOR 0.85 MILE TO A FORK, KEEP LEFT AND GO WEST FOR 0.4
 TF2247'MILE TO A FORK, KEEP RIGHT AND GO NORTH AND NORTHEAST ON
 TF2247'GRAVELED ROAD FOR 2.3 MILES TO A BRIDGE OVER THE MOUSE RIVER,
 TF2247'CONTINUE NORTHEAST AND NORTH ON THE GRAVELED ROAD FOR 8.1 MILES
 TF2247'TO A CROSSROAD AND A OLD SCHOOL HOUSE IN NORTHWEST ANGLE OF
 TF2247'INTERSECTION, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 1.65
 TF2247'MILES TO A FARM ROAD ON THE RIGHT, (THE AZIMUTH MARK IS
 TF2247'LOCATED 0.4 MILE WEST OF THIS POINT ON THE NORTH SIDE OF THE
 TF2247'ROAD) TURN RIGHT AND GO NORTH AND NORTHWEST THROUGH FARM
 TF2247'AND FARM MACHINERY FOR 0.1 MILE TO THE STATION JUST NORTH
 TF2247'OF THE FARM BUILDINGS.
 TF2247'
 TF2247'THE STATION MARK IS A STANDARD DISK, STAMPED BLUEL 1924, SET
 TF2247'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2247'18-INCHES.  IT IS 4.0 FEET NORTHEAST OF THE WITNESS POST.
 TF2247'
 TF2247'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BLUEL NO 1 1924
 TF2247'1963 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2247'PROJECTING 4-INCHES.  IT IS 77.9 FEET NORTH OF THE WITNESS POST.
 TF2247'
 TF2247'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BLUEL NO 2
 TF2247'1924 1963 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2247'PROJECTING 4-INCHES.  IT IS 80.4 FEET SOUTHEAST OF THE WITNESS
 TF2247'POST.
 TF2247'
 TF2247'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUEL 1924 1963,
 TF2247'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2247'4-INCHES.  IT IS 45 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 TF2247'2.5 FEET NORTHEAST OF A FENCE CORNER AND 1.8 FEET SOUTHEAST OF
 TF2247'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1360 ***********************************************************************
 TE1360  DESIGNATION -  BM
 TE1360  PID         -  TE1360
 TE1360  STATE/COUNTY-  ND/PIERCE
 TE1360  USGS QUAD   -  RUGBY (1980)
 TE1360
 TE1360                         *CURRENT SURVEY CONTROL
 TE1360  ___________________________________________________________________
 TE1360* NAD 83(1986)-  48 21 18.     (N)    099 59 59.     (W)     SCALED    
 TE1360* NAVD 88     -       476.226  (meters)    1562.42   (feet)  ADJUSTED  
 TE1360  ___________________________________________________________________
 TE1360  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TE1360  DYNAMIC HT  -         476.320 (meters)    1562.73  (feet)  COMP
 TE1360  MODELED GRAV-     980,794.0   (mgal)                       NAVD 88
 TE1360
 TE1360  VERT ORDER  -  FIRST     CLASS II
 TE1360
 TE1360.The horizontal coordinates were scaled from a topographic map and have
 TE1360.an estimated accuracy of +/- 6 seconds.
 TE1360
 TE1360.The orthometric height was determined by differential leveling
 TE1360.and adjusted by the National Geodetic Survey in June 1991..
 TE1360.WARNING-Repeat measurements at this control monument indicate possible
 TE1360.vertical movement.
 TE1360
 TE1360.The geoid height was determined by GEOID03.
 TE1360
 TE1360.The dynamic height is computed by dividing the NAVD 88
 TE1360.geopotential number by the normal gravity value computed on the
 TE1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1360.degrees latitude (g = 980.6199 gals.).
 TE1360
 TE1360.The modeled gravity was interpolated from observed gravity values.
 TE1360
 TE1360;                    North         East    Units  Estimated Accuracy
 TE1360;SPC ND N     -   150,770.      637,070.      MT  (+/- 180 meters Scaled)
 TE1360
 TE1360                          SUPERSEDED SURVEY CONTROL
 TE1360
 TE1360  NGVD 29 (??/??/92)  475.317  (m)         1559.44   (f) ADJ UNCH    1 2
 TE1360
 TE1360.Superseded values are not recommended for survey control.
 TE1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1360.See file dsdata.txt to determine how the superseded data were derived.
 TE1360
 TE1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU259562(NAD 83)
 TE1360_MARKER: R = RIVET
 TE1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1360_SP_SET: CONCRETE BASE
 TE1360_MARK LOGO: NDHD  
 TE1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1360
 TE1360  HISTORY     - Date     Condition        Report By
 TE1360  HISTORY     - UNK      MONUMENTED       NDHD
 TE1360  HISTORY     - 1964     GOOD             NGS
 TE1360  HISTORY     - 1982     GOOD             NGS
 TE1360  HISTORY     - 1982     GOOD             NGS
 TE1360
 TE1360                          STATION DESCRIPTION
 TE1360
 TE1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1360'1.15 MI S FROM RUGBY.
 TE1360'ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1360'AT RUGBY, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 3, IN SECTION 2, T
 TE1360'156 N, R 73 W, AT THE INTERSECTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY
 TE1360'2, 62 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 3, THE CENTER OF A
 TE1360'METAL RIVET SET VERTICALLY IN THE EAST FACE OF THE CONCRETE BASE OF
 TE1360'THE GEOGRAPHICAL CENTER OF NORTH AMERICA MONUMENT, 157 FEET NORTH OF
 TE1360'THE CENTER LINE OF U.S. HIGHWAY 2, 0.7 FOOT NORTH OF THE SOUTHEAST
 TE1360'CORNER OF THE MONUMENT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TE1360'GROUND.
 TE1360
 TE1360                          STATION RECOVERY (1982)
 TE1360
 TE1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1360'RECOVERED IN GOOD CONDITION.
 TE1360
 TE1360                          STATION RECOVERY (1982)
 TE1360
 TE1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0346 ***********************************************************************
 TD0346  DESIGNATION -  BM
 TD0346  PID         -  TD0346
 TD0346  STATE/COUNTY-  ND/GRAND FORKS
 TD0346  USGS QUAD   -  MANVEL (1973)
 TD0346
 TD0346                         *CURRENT SURVEY CONTROL
 TD0346  ___________________________________________________________________
 TD0346* NAD 83(1986)-  48 02 02.     (N)    097 08 16.     (W)     SCALED    
 TD0346* NAVD 88     -       251.747  (meters)     825.94   (feet)  ADJUSTED  
 TD0346  ___________________________________________________________________
 TD0346  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 TD0346  DYNAMIC HT  -         251.796 (meters)     826.10  (feet)  COMP
 TD0346  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 TD0346
 TD0346  VERT ORDER  -  SECOND    CLASS 0
 TD0346
 TD0346.The horizontal coordinates were scaled from a topographic map and have
 TD0346.an estimated accuracy of +/- 6 seconds.
 TD0346
 TD0346.The orthometric height was determined by differential leveling
 TD0346.and adjusted by the National Geodetic Survey in June 1991..
 TD0346
 TD0346.The geoid height was determined by GEOID03.
 TD0346
 TD0346.The dynamic height is computed by dividing the NAVD 88
 TD0346.geopotential number by the normal gravity value computed on the
 TD0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0346.degrees latitude (g = 980.6199 gals.).
 TD0346
 TD0346.The modeled gravity was interpolated from observed gravity values.
 TD0346
 TD0346;                    North         East    Units  Estimated Accuracy
 TD0346;SPC ND N     -   120,420.      850,650.      MT  (+/- 180 meters Scaled)
 TD0346
 TD0346                          SUPERSEDED SURVEY CONTROL
 TD0346
 TD0346  NGVD 29 (??/??/92)  251.413  (m)          824.84   (f) ADJ UNCH    2 0
 TD0346
 TD0346.Superseded values are not recommended for survey control.
 TD0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0346.See file dsdata.txt to determine how the superseded data were derived.
 TD0346
 TD0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU388217(NAD 83)
 TD0346_MARKER: DB = BENCH MARK DISK
 TD0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0346+STABILITY: SURFACE MOTION
 TD0346
 TD0346  HISTORY     - Date     Condition        Report By
 TD0346  HISTORY     - UNK      MONUMENTED       CGS
 TD0346  HISTORY     - 1934     GOOD             NGS
 TD0346
 TD0346                          STATION DESCRIPTION
 TD0346
 TD0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0346'10 MI N FROM GRAND FORKS.
 TD0346'10 MILES NORTH OF GRAND FORKS, ALONG THE GREAT NORTHERN RAILWAY.  0.2
 TD0346'MILES NORTH OF MILE POST 9.  35 FEET SOUTH OF CENTERLINE OF CROSS
 TD0346'ROAD.  60 FEET EAST OF EAST RAIL OF TRACK.  40 FEET WEST OF CENTERLINE
 TD0346'OF U.S. HIGHWAY NO. 81, AND 10 FEET EAST OF TELEGRAPH POLE. STANDARD
 TD0346'DISK SET IN CONCRETE POST FLUSH WITH GROUND.  NOTE-- 3.2 MI S OF
 TD0346'MANVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0876 ***********************************************************************
 SN0876  DESIGNATION -  BM
 SN0876  PID         -  SN0876
 SN0876  STATE/COUNTY-  ND/OLIVER
 SN0876  USGS QUAD   -  FORT CLARK (1968)
 SN0876
 SN0876                         *CURRENT SURVEY CONTROL
 SN0876  ___________________________________________________________________
 SN0876* NAD 83(1986)-  47 14 35.     (N)    101 11 18.     (W)     SCALED    
 SN0876* NAVD 88     -       534.085  (meters)    1752.24   (feet)  ADJUSTED  
 SN0876  ___________________________________________________________________
 SN0876  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SN0876  DYNAMIC HT  -         534.119 (meters)    1752.36  (feet)  COMP
 SN0876  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 SN0876
 SN0876  VERT ORDER  -  SECOND    CLASS 0
 SN0876
 SN0876.The horizontal coordinates were scaled from a topographic map and have
 SN0876.an estimated accuracy of +/- 6 seconds.
 SN0876
 SN0876.The orthometric height was determined by differential leveling
 SN0876.and adjusted by the National Geodetic Survey in June 1991..
 SN0876
 SN0876.The geoid height was determined by GEOID03.
 SN0876
 SN0876.The dynamic height is computed by dividing the NAVD 88
 SN0876.geopotential number by the normal gravity value computed on the
 SN0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0876.degrees latitude (g = 980.6199 gals.).
 SN0876
 SN0876.The modeled gravity was interpolated from observed gravity values.
 SN0876
 SN0876;                    North         East    Units  Estimated Accuracy
 SN0876;SPC ND S     -   175,460.      547,890.      MT  (+/- 180 meters Scaled)
 SN0876
 SN0876                          SUPERSEDED SURVEY CONTROL
 SN0876
 SN0876  NGVD 29 (??/??/92)  533.70   (m)         1751.0    (f) COMPUTED    2 0
 SN0876
 SN0876.Superseded values are not recommended for survey control.
 SN0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0876.See file dsdata.txt to determine how the superseded data were derived.
 SN0876
 SN0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT343344(NAD 83)
 SN0876_MARKER: P = PIPE CAP
 SN0876_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SN0876_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SN0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0876
 SN0876  HISTORY     - Date     Condition        Report By
 SN0876  HISTORY     - UNK      MONUMENTED       BOR
 SN0876  HISTORY     - 1958     GOOD             NGS
 SN0876
 SN0876                          STATION DESCRIPTION
 SN0876
 SN0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0876'3.1 MI E FROM FORT CLARK.
 SN0876'3.1 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0876'FORT CLARK, 11 POLES SOUTHWEST OF MILEPOST 40, ON THE TOP OF A SMALL
 SN0876'ROUND KNOLL, ABOUT 75 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37 FEET
 SN0876'NORTHWEST OF THE CENTER LINE OF A ROAD, 1 FOOT NORTHEAST OF A METAL
 SN0876'WITNESS POST, ABOUT 75 FEET ABOVE THE LEVEL OF THE TRACKS, ABOUT 15
 SN0876'FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 3 1/2-INCH IRON
 SN0876'PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0372 ***********************************************************************
 SL0372  DESIGNATION -  BM
 SL0372  PID         -  SL0372
 SL0372  STATE/COUNTY-  ND/GRAND FORKS
 SL0372  USGS QUAD   -  GRAND FORKS (1994)
 SL0372
 SL0372                         *CURRENT SURVEY CONTROL
 SL0372  ___________________________________________________________________
 SL0372* NAD 83(1986)-  47 55 59.     (N)    097 05 15.     (W)     SCALED    
 SL0372* NAVD 88     -       253.704  (meters)     832.36   (feet)  ADJUSTED  
 SL0372  ___________________________________________________________________
 SL0372  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL0372  DYNAMIC HT  -         253.752 (meters)     832.52  (feet)  COMP
 SL0372  MODELED GRAV-     980,793.7   (mgal)                       NAVD 88
 SL0372
 SL0372  VERT ORDER  -  SECOND    CLASS 0
 SL0372
 SL0372.The horizontal coordinates were scaled from a topographic map and have
 SL0372.an estimated accuracy of +/- 6 seconds.
 SL0372
 SL0372.The orthometric height was determined by differential leveling
 SL0372.and adjusted by the National Geodetic Survey in June 1991..
 SL0372
 SL0372.The geoid height was determined by GEOID03.
 SL0372
 SL0372.The dynamic height is computed by dividing the NAVD 88
 SL0372.geopotential number by the normal gravity value computed on the
 SL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0372.degrees latitude (g = 980.6199 gals.).
 SL0372
 SL0372.The modeled gravity was interpolated from observed gravity values.
 SL0372
 SL0372;                    North         East    Units  Estimated Accuracy
 SL0372;SPC ND N     -   109,390.      854,890.      MT  (+/- 180 meters Scaled)
 SL0372
 SL0372                          SUPERSEDED SURVEY CONTROL
 SL0372
 SL0372  NGVD 29 (??/??/92)  253.37   (m)          831.3    (f) COMPUTED    2 0
 SL0372
 SL0372.Superseded values are not recommended for survey control.
 SL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0372.See file dsdata.txt to determine how the superseded data were derived.
 SL0372
 SL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU428106(NAD 83)
 SL0372_MARKER: DB = BENCH MARK DISK
 SL0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0372+STABILITY: SURFACE MOTION
 SL0372
 SL0372  HISTORY     - Date     Condition        Report By
 SL0372  HISTORY     - UNK      MONUMENTED       CGS
 SL0372  HISTORY     - 1934     GOOD             NGS
 SL0372
 SL0372                          STATION DESCRIPTION
 SL0372
 SL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0372'IN GRAND FORKS.
 SL0372'AT THE CROSSING OF THE GREAT NORTHERN RAILROAD AND U S HIWAY NO. 2. 45
 SL0372'FEET EAST OF RAILROAD AND 30 FEET NORTH OF CENTERLINE OF U S HIWAY NO.
 SL0372'2.  A BRONZE DISK SET IN CONCRETE POST.  NOTE-- NOT LEVELED OVER IN
 SL0372'1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1341 ***********************************************************************
 TG1341  DESIGNATION -  BM
 TG1341  PID         -  TG1341
 TG1341  STATE/COUNTY-  ND/WILLIAMS
 TG1341  USGS QUAD   -  WILLISTON SW (1979)
 TG1341
 TG1341                         *CURRENT SURVEY CONTROL
 TG1341  ___________________________________________________________________
 TG1341* NAD 83(1986)-  48 05 48.     (N)    103 44 23.     (W)     SCALED    
 TG1341* NAVD 88     -       565.071  (meters)    1853.90   (feet)  ADJUSTED  
 TG1341  ___________________________________________________________________
 TG1341  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1341  DYNAMIC HT  -         565.140 (meters)    1854.13  (feet)  COMP
 TG1341  MODELED GRAV-     980,716.5   (mgal)                       NAVD 88
 TG1341
 TG1341  VERT ORDER  -  FIRST     CLASS II
 TG1341
 TG1341.The horizontal coordinates were scaled from a topographic map and have
 TG1341.an estimated accuracy of +/- 6 seconds.
 TG1341
 TG1341.The orthometric height was determined by differential leveling
 TG1341.and adjusted by the National Geodetic Survey in June 1991..
 TG1341
 TG1341.The geoid height was determined by GEOID03.
 TG1341
 TG1341.The dynamic height is computed by dividing the NAVD 88
 TG1341.geopotential number by the normal gravity value computed on the
 TG1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1341.degrees latitude (g = 980.6199 gals.).
 TG1341
 TG1341.The modeled gravity was interpolated from observed gravity values.
 TG1341
 TG1341;                    North         East    Units  Estimated Accuracy
 TG1341;SPC ND N     -   127,000.      358,770.      MT  (+/- 180 meters Scaled)
 TG1341
 TG1341                          SUPERSEDED SURVEY CONTROL
 TG1341
 TG1341  NGVD 29 (??/??/92)  564.57   (m)         1852.3    (f) COMPUTED    1 2
 TG1341
 TG1341.Superseded values are not recommended for survey control.
 TG1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1341.See file dsdata.txt to determine how the superseded data were derived.
 TG1341
 TG1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP938278(NAD 83)
 TG1341_MARKER: DB = BENCH MARK DISK
 TG1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1341+STABILITY: SURFACE MOTION
 TG1341
 TG1341  HISTORY     - Date     Condition        Report By
 TG1341  HISTORY     - UNK      MONUMENTED       BOR
 TG1341  HISTORY     - 1940     GOOD             NGS
 TG1341
 TG1341                          STATION DESCRIPTION
 TG1341
 TG1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1341'6.3 MI SW FROM WILLISTON.
 TG1341'THIS MARK IS LOCATED 6.3 MILES SOUTH-WEST OF THE GREAT NORTHERN
 TG1341'RAILWAY STATION AT WILLISTON, 80 FEET SOUTH OF THE EAST BOUND TRACK,
 TG1341'200 FEET SOUTH-WEST OF SIGNAL TOWER NO. 1282, 81 FEET SOUTH-EAST OF
 TG1341'THE CENTER-LINE OF A CONCRETE CULVERT, 1.3 FEET WEST OF A CORNER GATE
 TG1341'POST.  A STANDARD BUREAU OF RECLAMATION DISK SET IN THE TOP OF A
 TG1341'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0499 ***********************************************************************
 SL0499  DESIGNATION -  BM 1
 SL0499  PID         -  SL0499
 SL0499  STATE/COUNTY-  ND/TRAILL
 SL0499  USGS QUAD   -  HILLSBORO (1984)
 SL0499
 SL0499                         *CURRENT SURVEY CONTROL
 SL0499  ___________________________________________________________________
 SL0499* NAD 83(1986)-  47 24 13.     (N)    097 03 48.     (W)     SCALED    
 SL0499* NAVD 88     -       275.875  (meters)     905.10   (feet)  ADJUSTED  
 SL0499  ___________________________________________________________________
 SL0499  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL0499  DYNAMIC HT  -         275.914 (meters)     905.23  (feet)  COMP
 SL0499  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 SL0499
 SL0499  VERT ORDER  -  SECOND    CLASS 0
 SL0499
 SL0499.The horizontal coordinates were scaled from a topographic map and have
 SL0499.an estimated accuracy of +/- 6 seconds.
 SL0499
 SL0499.The orthometric height was determined by differential leveling
 SL0499.and adjusted by the National Geodetic Survey in June 1991..
 SL0499
 SL0499.The geoid height was determined by GEOID03.
 SL0499
 SL0499.The dynamic height is computed by dividing the NAVD 88
 SL0499.geopotential number by the normal gravity value computed on the
 SL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0499.degrees latitude (g = 980.6199 gals.).
 SL0499
 SL0499.The modeled gravity was interpolated from observed gravity values.
 SL0499
 SL0499;                    North         East    Units  Estimated Accuracy
 SL0499;SPC ND N     -    50,660.      859,320.      MT  (+/- 180 meters Scaled)
 SL0499
 SL0499                          SUPERSEDED SURVEY CONTROL
 SL0499
 SL0499  NGVD 29 (??/??/92)  275.517  (m)          903.93   (f) ADJ UNCH    2 0
 SL0499
 SL0499.Superseded values are not recommended for survey control.
 SL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0499.See file dsdata.txt to determine how the superseded data were derived.
 SL0499
 SL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT461518(NAD 83)
 SL0499_MARKER: DB = BENCH MARK DISK
 SL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0499+STABILITY: SURFACE MOTION
 SL0499
 SL0499  HISTORY     - Date     Condition        Report By
 SL0499  HISTORY     - UNK      MONUMENTED       NDGS
 SL0499  HISTORY     - 1934     GOOD             NGS
 SL0499
 SL0499                          STATION DESCRIPTION
 SL0499
 SL0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0499'IN HILLSBORO.
 SL0499'AT HILLSBORO, TRAILL COUNTY, AT CALEDONIA AVENUE AND SARGENT STREET,
 SL0499'IN THE CENTER OF THE COUNTY COURTHOUSE YARD, AND ABOUT 60 FEET DUE
 SL0499'EAST OF THE EAST ENTRANCE TO THE COURTHOUSE.  A STATE SURVEY STANDARD
 SL0499'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0389 ***********************************************************************
 RP0389  DESIGNATION -  BM 1
 RP0389  PID         -  RP0389
 RP0389  STATE/COUNTY-  ND/CASS
 RP0389  USGS QUAD   -  FARGO NORTH (1993)
 RP0389
 RP0389                         *CURRENT SURVEY CONTROL
 RP0389  ___________________________________________________________________
 RP0389* NAD 83(1986)-  46 54 31.     (N)    096 48 19.     (W)     SCALED    
 RP0389* NAVD 88     -       273.624  (meters)     897.71   (feet)  ADJUSTED  
 RP0389  ___________________________________________________________________
 RP0389  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP0389  DYNAMIC HT  -         273.652 (meters)     897.81  (feet)  COMP
 RP0389  MODELED GRAV-     980,707.9   (mgal)                       NAVD 88
 RP0389
 RP0389  VERT ORDER  -  SECOND    CLASS 0
 RP0389
 RP0389.This mark is at Hector Intl Airport (FAR)
 RP0389
 RP0389.The horizontal coordinates were scaled from a topographic map and have
 RP0389.an estimated accuracy of +/- 6 seconds.
 RP0389
 RP0389.The orthometric height was determined by differential leveling
 RP0389.and adjusted by the National Geodetic Survey in June 1991..
 RP0389
 RP0389.The geoid height was determined by GEOID03.
 RP0389
 RP0389.The dynamic height is computed by dividing the NAVD 88
 RP0389.geopotential number by the normal gravity value computed on the
 RP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0389.degrees latitude (g = 980.6199 gals.).
 RP0389
 RP0389.The modeled gravity was interpolated from observed gravity values.
 RP0389
 RP0389;                    North         East    Units  Estimated Accuracy
 RP0389;SPC ND S     -   144,670.      881,360.      MT  (+/- 180 meters Scaled)
 RP0389
 RP0389                          SUPERSEDED SURVEY CONTROL
 RP0389
 RP0389  NGVD 29 (??/??/92)  273.334  (m)          896.76   (f) ADJ UNCH    2 0
 RP0389
 RP0389.Superseded values are not recommended for survey control.
 RP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0389.See file dsdata.txt to determine how the superseded data were derived.
 RP0389
 RP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS671973(NAD 83)
 RP0389_MARKER: DB = BENCH MARK DISK
 RP0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0389_SP_SET: FLAGEPOLE BASE
 RP0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0389
 RP0389  HISTORY     - Date     Condition        Report By
 RP0389  HISTORY     - UNK      MONUMENTED       CGS
 RP0389  HISTORY     - 1970     GOOD             NGS
 RP0389  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 RP0389
 RP0389                          STATION DESCRIPTION
 RP0389
 RP0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RP0389'IN HECTOR AIRPORT.
 RP0389'AT HECTOR AIRPORT, ABOUT 0.2 MILE EAST OF THE ADMINISTRATION BUILDING.
 RP0389'220 FT. NORTH OF THE AIRPORT ACCESS ROAD.  125 FT. WEST OF CONCRETE
 RP0389'RD. LEADING FROM ACCESS RD. NORTH TO 178TH.  FIGHTER SQ. HANGAR. 10
 RP0389'FT. NORTH OF A P-51 AEROPLANE MOUNTED ON THREE METAL LEGS. MARK IS SET
 RP0389'IN A MOUND OF CONCRETE STUCK ON THE CONCRETE BASE OF THE FLAGPOLE.
 RP0389'NOTE-- THIS IS NOT A VERY GOOD MARK AND CARE SHOULD BE USED TO PLACE A
 RP0389'ROD ON HIGHEST POINT IF USED.  NOTE-- THE DISK IS SET AT A SLANT, BUT
 RP0389'IT IS SOLID.
 RP0389
 RP0389                          STATION RECOVERY (1979)
 RP0389
 RP0389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RP0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0005 ***********************************************************************
 SO0005  DESIGNATION -  BM 18
 SO0005  PID         -  SO0005
 SO0005  STATE/COUNTY-  ND/MCLEAN
 SO0005  USGS QUAD   -  TWIN BUTTES (1967)
 SO0005
 SO0005                         *CURRENT SURVEY CONTROL
 SO0005  ___________________________________________________________________
 SO0005* NAD 83(1986)-  47 36 50.     (N)    102 14 43.     (W)     SCALED    
 SO0005* NAVD 88     -       531.202  (meters)    1742.79   (feet)  ADJUSTED  
 SO0005  ___________________________________________________________________
 SO0005  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 SO0005  DYNAMIC HT  -         531.263 (meters)    1742.99  (feet)  COMP
 SO0005  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 SO0005
 SO0005  VERT ORDER  -  SECOND    CLASS 0
 SO0005
 SO0005.The horizontal coordinates were scaled from a topographic map and have
 SO0005.an estimated accuracy of +/- 6 seconds.
 SO0005
 SO0005.The orthometric height was determined by differential leveling
 SO0005.and adjusted by the National Geodetic Survey in June 1991..
 SO0005
 SO0005.The geoid height was determined by GEOID03.
 SO0005
 SO0005.The dynamic height is computed by dividing the NAVD 88
 SO0005.geopotential number by the normal gravity value computed on the
 SO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0005.degrees latitude (g = 980.6199 gals.).
 SO0005
 SO0005.The modeled gravity was interpolated from observed gravity values.
 SO0005
 SO0005;                    North         East    Units  Estimated Accuracy
 SO0005;SPC ND N     -    69,740.      468,800.      MT  (+/- 180 meters Scaled)
 SO0005
 SO0005                          SUPERSEDED SURVEY CONTROL
 SO0005
 SO0005  NGVD 29 (??/??/92)  530.793  (m)         1741.44   (f) ADJ UNCH    2 0
 SO0005
 SO0005.Superseded values are not recommended for survey control.
 SO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0005.See file dsdata.txt to determine how the superseded data were derived.
 SO0005
 SO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN070770(NAD 83)
 SO0005_MARKER: DB = BENCH MARK DISK
 SO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0005_STAMPING: A S C 18 1943
 SO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0005+STABILITY: SURFACE MOTION
 SO0005
 SO0005  HISTORY     - Date     Condition        Report By
 SO0005  HISTORY     - 1943     MONUMENTED       BRWE
 SO0005  HISTORY     - 1946     GOOD             NGS
 SO0005
 SO0005                          STATION DESCRIPTION
 SO0005
 SO0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SO0005'6.5 MI NW FROM ELBOWOODS.
 SO0005'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0005'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0005'8, THENCE NORTHWESTERLY 4.3 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0005'MARK, BENCH MARK IS AT A CURVE IN THE ROAD, 53.0 FEET NORTH OF AN
 SO0005'EAST-WEST FENCE LINE, 46.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET LOWER
 SO0005'THAN THE CENTER LINE OF THE GRAVELED ROAD, 22.6 FEET WEST OF THE NORTH
 SO0005'END OF A CONCRETE TUBE CULVERT, 16.0 FEET NORTH OF THE CENTER LINE OF
 SO0005'A DIRT ROAD LEADING WEST AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER
 SO0005'POST.  A BRONZE DISK STAMPED A S C 18 1943 SET IN THE TOP OF A
 SO0005'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0013 ***********************************************************************
 TG0013  DESIGNATION -  BM 18
 TG0013  PID         -  TG0013
 TG0013  STATE/COUNTY-  ND/WARD
 TG0013  USGS QUAD   -  COULEE (1949)
 TG0013
 TG0013                         *CURRENT SURVEY CONTROL
 TG0013  ___________________________________________________________________
 TG0013* NAD 83(1986)-  48 35 19.     (N)    102 00 12.     (W)     SCALED    
 TG0013* NAVD 88     -       546.462  (meters)    1792.85   (feet)  ADJUSTED  
 TG0013  ___________________________________________________________________
 TG0013  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TG0013  DYNAMIC HT  -         546.569 (meters)    1793.20  (feet)  COMP
 TG0013  MODELED GRAV-     980,787.9   (mgal)                       NAVD 88
 TG0013
 TG0013  VERT ORDER  -  FIRST     CLASS II
 TG0013
 TG0013.The horizontal coordinates were scaled from a topographic map and have
 TG0013.an estimated accuracy of +/- 6 seconds.
 TG0013
 TG0013.The orthometric height was determined by differential leveling
 TG0013.and adjusted by the National Geodetic Survey in June 1991..
 TG0013
 TG0013.The geoid height was determined by GEOID03.
 TG0013
 TG0013.The dynamic height is computed by dividing the NAVD 88
 TG0013.geopotential number by the normal gravity value computed on the
 TG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0013.degrees latitude (g = 980.6199 gals.).
 TG0013
 TG0013.The modeled gravity was interpolated from observed gravity values.
 TG0013
 TG0013;                    North         East    Units  Estimated Accuracy
 TG0013;SPC ND N     -   177,710.      489,110.      MT  (+/- 180 meters Scaled)
 TG0013
 TG0013                          SUPERSEDED SURVEY CONTROL
 TG0013
 TG0013  NGVD 29 (??/??/92)  546.068  (m)         1791.56   (f) ADJ UNCH    1 2
 TG0013
 TG0013.Superseded values are not recommended for survey control.
 TG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0013.See file dsdata.txt to determine how the superseded data were derived.
 TG0013
 TG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP209860(NAD 83)
 TG0013_MARKER: DB = BENCH MARK DISK
 TG0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0013_STAMPING: BM 18 ELEV 1791.46 1935
 TG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0013+STABILITY: SURFACE MOTION
 TG0013
 TG0013  HISTORY     - Date     Condition        Report By
 TG0013  HISTORY     - 1935     MONUMENTED       USDA
 TG0013  HISTORY     - 1963     GOOD             NGS
 TG0013
 TG0013                          STATION DESCRIPTION
 TG0013
 TG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0013'8.45 MI NW FROM DONNYBROOK.
 TG0013'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TG0013'RAILROAD STATION AT DONNYBROOK, THENCE 8.2 MILES NORTHWEST ALONG U. S.
 TG0013'HIGHWAY 52, THENCE 0.1 MILE NORTHWEST ALONG COUNTY ROAD 4, OR ABOUT
 TG0013'6.8 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0013'KENMARE, THENCE 0.25 MILE SOUTH ACROSS COUNTRY, ABOUT 0.25 MILE WEST
 TG0013'OF AN OVERPASS ON U. S. HIGHWAY 52, 71 YARDS NORTHWEST OF THE CENTER
 TG0013'OF A ROAD JUNCTION, 90 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY
 TG0013'ROAD 4, 43 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 1.0
 TG0013'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD,
 TG0013'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0500 ***********************************************************************
 SL0500  DESIGNATION -  BM 2
 SL0500  PID         -  SL0500
 SL0500  STATE/COUNTY-  ND/TRAILL
 SL0500  USGS QUAD   -  HILLSBORO (1984)
 SL0500
 SL0500                         *CURRENT SURVEY CONTROL
 SL0500  ___________________________________________________________________
 SL0500* NAD 83(1986)-  47 23 46.     (N)    097 03 34.     (W)     SCALED    
 SL0500* NAVD 88     -       275.410  (meters)     903.57   (feet)  ADJUSTED  
 SL0500  ___________________________________________________________________
 SL0500  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 SL0500  DYNAMIC HT  -         275.449 (meters)     903.70  (feet)  COMP
 SL0500  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 SL0500
 SL0500  VERT ORDER  -  SECOND    CLASS 0
 SL0500
 SL0500.The horizontal coordinates were scaled from a topographic map and have
 SL0500.an estimated accuracy of +/- 6 seconds.
 SL0500
 SL0500.The orthometric height was determined by differential leveling
 SL0500.and adjusted by the National Geodetic Survey in June 1991..
 SL0500
 SL0500.The geoid height was determined by GEOID03.
 SL0500
 SL0500.The dynamic height is computed by dividing the NAVD 88
 SL0500.geopotential number by the normal gravity value computed on the
 SL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0500.degrees latitude (g = 980.6199 gals.).
 SL0500
 SL0500.The modeled gravity was interpolated from observed gravity values.
 SL0500
 SL0500;                    North         East    Units  Estimated Accuracy
 SL0500;SPC ND N     -    49,840.      859,650.      MT  (+/- 180 meters Scaled)
 SL0500
 SL0500                          SUPERSEDED SURVEY CONTROL
 SL0500
 SL0500  NGVD 29 (??/??/92)  275.077  (m)          902.48   (f) ADJ UNCH    2 0
 SL0500
 SL0500.Superseded values are not recommended for survey control.
 SL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0500.See file dsdata.txt to determine how the superseded data were derived.
 SL0500
 SL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT464510(NAD 83)
 SL0500_MARKER: DB = BENCH MARK DISK
 SL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0500+STABILITY: SURFACE MOTION
 SL0500
 SL0500  HISTORY     - Date     Condition        Report By
 SL0500  HISTORY     - UNK      MONUMENTED       NDGS
 SL0500  HISTORY     - 1964     GOOD             NGS
 SL0500
 SL0500                          STATION DESCRIPTION
 SL0500
 SL0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0500'0.4 MI S FROM HILLSBORO.
 SL0500'0.4 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0500'HILLSBORO, IN S 8, T 145 N, R 50 W, SOUTH OF MILEPOST 62, AT A ROAD
 SL0500'CROSSING, 69 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 35 FEET
 SL0500'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 32 FEET EAST OF THE
 SL0500'CENTER LINE OF A NORTH-SOUTH ROAD PARALLELING THE TRACK ON THE WEST
 SL0500'SIDE, 9 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.0 FOOT NORTH OF A METAL
 SL0500'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SL0500'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0386 ***********************************************************************
 RP0386  DESIGNATION -  BM 3
 RP0386  PID         -  RP0386
 RP0386  STATE/COUNTY-  ND/CASS
 RP0386  USGS QUAD   -  FARGO NORTH (1993)
 RP0386
 RP0386                         *CURRENT SURVEY CONTROL
 RP0386  ___________________________________________________________________
 RP0386* NAD 83(1986)-  46 54 21.     (N)    096 48 55.     (W)     SCALED    
 RP0386* NAVD 88     -       272.999  (meters)     895.66   (feet)  ADJUSTED  
 RP0386  ___________________________________________________________________
 RP0386  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RP0386  DYNAMIC HT  -         273.027 (meters)     895.76  (feet)  COMP
 RP0386  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 RP0386
 RP0386  VERT ORDER  -  SECOND    CLASS 0
 RP0386
 RP0386.This mark is at Hector Intl Airport (FAR)
 RP0386
 RP0386.The horizontal coordinates were scaled from a topographic map and have
 RP0386.an estimated accuracy of +/- 6 seconds.
 RP0386
 RP0386.The orthometric height was determined by differential leveling
 RP0386.and adjusted by the National Geodetic Survey in June 1991..
 RP0386
 RP0386.The geoid height was determined by GEOID03.
 RP0386
 RP0386.The dynamic height is computed by dividing the NAVD 88
 RP0386.geopotential number by the normal gravity value computed on the
 RP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0386.degrees latitude (g = 980.6199 gals.).
 RP0386
 RP0386.The modeled gravity was interpolated from observed gravity values.
 RP0386
 RP0386;                    North         East    Units  Estimated Accuracy
 RP0386;SPC ND S     -   144,330.      880,620.      MT  (+/- 180 meters Scaled)
 RP0386
 RP0386                          SUPERSEDED SURVEY CONTROL
 RP0386
 RP0386  NGVD 29 (??/??/92)  272.709  (m)          894.71   (f) ADJ UNCH    2 0
 RP0386
 RP0386.Superseded values are not recommended for survey control.
 RP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0386.See file dsdata.txt to determine how the superseded data were derived.
 RP0386
 RP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS663970(NAD 83)
 RP0386_MARKER: Z = SEE DESCRIPTION
 RP0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0386_SP_SET: CONCRETE
 RP0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0386
 RP0386  HISTORY     - Date     Condition        Report By
 RP0386  HISTORY     - UNK      MONUMENTED       CGS
 RP0386  HISTORY     - 1957     GOOD             NGS
 RP0386  HISTORY     - 1975     GOOD             NGS
 RP0386
 RP0386                          STATION DESCRIPTION
 RP0386
 RP0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RP0386'IN HECTOR AIRPORT.
 RP0386'AT HECTOR AIRPORT, IN THE SOUTHWEST PART OF THE FIELD NEAR THE SOUTH
 RP0386'END OF THE N/S RUNWAY.  120.2 FT. EAST OF EAST CORNER OF SOUTH END OF
 RP0386'OVERRUN ON N/S RUNWAY.  178.2 FT. SOUTHWEST OF RUNWAY LIGHT NO. 2 ON
 RP0386'THE NE/SW RUNWAY.  A 1 1/2 INCH STEEL ROD 10 FT. LONG, THE BOTTOM 5
 RP0386'FT. SET IN CONCRETE, THE UPPER 5 FT. ENCLOSED IN A 3 INCH IRON PIPE
 RP0386'WITH A SCREW TOP.  TOP OF ROD IS ABOUT 0.5 FT. BELOW CAP AND SURFACE
 RP0386'OF GROUND.
 RP0386
 RP0386                          STATION RECOVERY (1975)
 RP0386
 RP0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RP0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0053 ***********************************************************************
 RS0053  DESIGNATION -  BM 5
 RS0053  PID         -  RS0053
 RS0053  STATE/COUNTY-  ND/HETTINGER
 RS0053  USGS QUAD   -  MOTT SOUTH (1966)
 RS0053
 RS0053                         *CURRENT SURVEY CONTROL
 RS0053  ___________________________________________________________________
 RS0053* NAD 83(1986)-  46 22 16.     (N)    102 19 06.     (W)     SCALED    
 RS0053* NAVD 88     -       738.997  (meters)    2424.53   (feet)  ADJUSTED  
 RS0053  ___________________________________________________________________
 RS0053  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RS0053  DYNAMIC HT  -         738.949 (meters)    2424.37  (feet)  COMP
 RS0053  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 RS0053
 RS0053  VERT ORDER  -  SECOND    CLASS 0
 RS0053
 RS0053.The horizontal coordinates were scaled from a topographic map and have
 RS0053.an estimated accuracy of +/- 6 seconds.
 RS0053
 RS0053.The orthometric height was determined by differential leveling
 RS0053.and adjusted by the National Geodetic Survey in June 1991..
 RS0053
 RS0053.The geoid height was determined by GEOID03.
 RS0053
 RS0053.The dynamic height is computed by dividing the NAVD 88
 RS0053.geopotential number by the normal gravity value computed on the
 RS0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0053.degrees latitude (g = 980.6199 gals.).
 RS0053
 RS0053.The modeled gravity was interpolated from observed gravity values.
 RS0053
 RS0053;                    North         East    Units  Estimated Accuracy
 RS0053;SPC ND S     -    79,920.      460,110.      MT  (+/- 180 meters Scaled)
 RS0053
 RS0053                          SUPERSEDED SURVEY CONTROL
 RS0053
 RS0053  NGVD 29 (??/??/92)  738.48   (m)         2422.8    (f) COMPUTED    2 0
 RS0053
 RS0053.Superseded values are not recommended for survey control.
 RS0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0053.See file dsdata.txt to determine how the superseded data were derived.
 RS0053
 RS0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM062387(NAD 83)
 RS0053_MARKER: X = CHISELED CROSS
 RS0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RS0053_SP_SET: SILL
 RS0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RS0053
 RS0053  HISTORY     - Date     Condition        Report By
 RS0053  HISTORY     - UNK      MONUMENTED       LOCENG
 RS0053  HISTORY     - 1934     GOOD             NGS
 RS0053
 RS0053                          STATION DESCRIPTION
 RS0053
 RS0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0053'IN MOTT.
 RS0053'CITY OF MOTT - B.M. NO. 5 IS LOCATED AT MOTT. ON THE GRAMMAR SCHOOL
 RS0053'BUILDING, ON THE GRAMMAR AND HIGH SCHOOL GROUNDS.  237 FEET NORTH OF
 RS0053'CENTERLINE OF STATE HIGHWAY NO. 21.  54.5 FEET EAST OF CENTERLINE OF A
 RS0053'STREET RUNNING NORTH AND SOUTH.  WEST OF THE SCHOOL BUILDINGS.  5.9
 RS0053'FEET SOUTH OF NORTHWEST CORNER OF GRAMMAR BUILDING.  1 FOOT ABOVE
 RS0053'SURFACE OF GROUND.  A CROSS CHISELED IN TOP OF NORTHWEST CORNER OF
 RS0053'CONCRETE WINDOW SILL OF NORTH BASEMENT WINDOW ON WEST SIDE OF
 RS0053'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1711 ***********************************************************************
 TE1711  DESIGNATION -  BODEN
 TE1711  PID         -  TE1711
 TE1711  STATE/COUNTY-  ND/CAVALIER
 TE1711  USGS QUAD   -  VANG (1972)
 TE1711
 TE1711                         *CURRENT SURVEY CONTROL
 TE1711  ___________________________________________________________________
 TE1711* NAD 83(1996)-  48 55 11.54731(N)    098 00 58.06310(W)     ADJUSTED  
 TE1711* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 TE1711  ___________________________________________________________________
 TE1711  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 TE1711  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TE1711
 TE1711  HORZ ORDER  -  FIRST
 TE1711
 TE1711.The horizontal coordinates were established by classical geodetic methods
 TE1711.and adjusted by the National Geodetic Survey in January 1998..
 TE1711
 TE1711.The orthometric height was scaled from a topographic map.
 TE1711
 TE1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1711
 TE1711.The geoid height was determined by GEOID03.
 TE1711
 TE1711;                    North         East     Units Scale Factor Converg.
 TE1711;SPC ND N     -   216,402.801   782,016.820   MT  1.00004235   +1 50 54.0
 TE1711;SPC ND N     -   709,982.94  2,565,671.98   iFT  1.00004235   +1 50 54.0
 TE1711;UTM  14      - 5,419,015.151   572,077.720   MT  0.99966382   +0 44 30.0
 TE1711
 TE1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1711!SPC ND N     -   0.99994261  x   1.00004235  =   0.99998495
 TE1711!UTM  14      -   0.99994261  x   0.99966382  =   0.99960645
 TE1711
 TE1711|---------------------------------------------------------------------|
 TE1711| PID    Reference Object                     Distance      Geod. Az  |
 TE1711|                                                           dddmmss.s |
 TE1711| CO7387 BODEN RM 1                           21.180 METERS 03407     |
 TE1711| CO7386 BODEN AZ MK                                        0874134.1 |
 TE1711| CO7388 BODEN RM 2                           20.142 METERS 32541     |
 TE1711|---------------------------------------------------------------------|
 TE1711
 TE1711                          SUPERSEDED SURVEY CONTROL
 TE1711
 TE1711  NAD 83(1986)-  48 55 11.53828(N)    098 00 58.05438(W) AD(       ) 1
 TE1711  NAD 27      -  48 55 11.55699(N)    098 00 56.67606(W) AD(       ) 1
 TE1711
 TE1711.Superseded values are not recommended for survey control.
 TE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1711.See file dsdata.txt to determine how the superseded data were derived.
 TE1711
 TE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7207819015(NAD 83)
 TE1711_MARKER: DS = TRIANGULATION STATION DISK
 TE1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1711
 TE1711  HISTORY     - Date     Condition        Report By
 TE1711  HISTORY     - 1967     MONUMENTED       CGS
 TE1711  HISTORY     - 1969     GOOD             USGS
 TE1711
 TE1711                          STATION DESCRIPTION
 TE1711
 TE1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1711'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE CANADIAN
 TE1711'BOUNDARY AND ABOUT 4-1/4 MILES WEST OF WALHALLA ON PROPERTY
 TE1711'OWNED AND OCCUPIED BY JOE BODENSTEINER.
 TE1711'
 TE1711'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 TE1711'32 AND 10TH. STREET IN WALHALLA (1/2 BLOCK WEST OF THE POST
 TE1711'OFFICE), GO SOUTHWESTERLY ON HIGHWAY 32 FOR 0.4 MILE TO A FORK
 TE1711'(NO. 32 BEARS LEFT AND A MACADAM ROAD BEARS RIGHT).  THEN RIGHT,
 TE1711'WEST, ON THE MACADAM ROAD FOR 3.2 MILES TO A CROSSROAD.  CONTINUE
 TE1711'WEST FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 TE1711'WEST FOR 0.3 MILE TO THE STATION ON THE LEFT.
 TE1711'
 TE1711'THE STATION MARK IS A STANDARD DISK STAMPED BODEN 1967, SET
 TE1711'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 TE1711'AND IS FLUSH WITH THE GROUND.  IT IS 59 FEET SOUTH OF THE
 TE1711'CENTERLINE OF THE MACADAM ROAD, 31.0 FEET SOUTH OF THE EAST END
 TE1711'OF A GALVANIZED CULVERT THAT IS 2 FEET IN DIAMETER, 17 FEET
 TE1711'NORTH OF THE SOUTH EDGE OF A SHELTER BELT, 3.3 FEET EAST OF A
 TE1711'WITNESS POST AND 2.7 FEET SOUTH OF A POWERLINE POLE.  AN
 TE1711'UNDERGROUND MARK WAS SET 45 INCHES BELOW THE GROUND SURFACE.
 TE1711'
 TE1711'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BODEN NO 1 1967,
 TE1711'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 TE1711'AND IS FLUSH WITH THE GROUND.  IT IS 67 FEET NORTHEAST OF THE
 TE1711'POWERLINE POLE, 61.0 FEET EAST OF THE CENTERLINE OF A GRADED
 TE1711'ENTRANCE TO A CULTIVATED FIELD, 45 FEET NORTH OF THE NORTH EDGE
 TE1711'OF THE SHELTER BELT, 23 FEET SOUTH OF THE CENTERLINE OF THE
 TE1711'MACADAM ROAD AND 4.2 FEET SOUTH OF A MAIL BOX.
 TE1711'
 TE1711'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BODEN NO 2 1967,
 TE1711'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 TE1711'AND IS FLUSH WITH THE GROUND.  IT IS 62.9 FEET NORTHWEST OF THE
 TE1711'POWERLINE POLE, 41 FEET NORTH OF THE NORTH EDGE OF THE SHELTER
 TE1711'BELT, 25 FEET SOUTH OF THE CENTERLINE OF THE MACADAM ROAD, 24.7
 TE1711'FEET NORTH OF THE WEST END OF THE GALVANIZED CULVERT AND 16
 TE1711'FEET WEST OF THE CENTERLINE OF THE ENTRANCE TO THE CULTIVATED
 TE1711'FIELD.
 TE1711'
 TE1711'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BODEN 1967, SET IN
 TE1711'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER AND
 TE1711'IS FLUSH WITH THE GROUND.  IT IS 25 FEET SOUTH OF THE CENTERLINE
 TE1711'OF THE MACADAM ROAD, 24.0 FEET NORTH OF THE WEST END OF A
 TE1711'GALVANIZED CULVERT THAT IS 2 FEET IN DIAMETER, 20 FEET WEST OF
 TE1711'THE CENTERLINE OF A GRADED ENTRANCE TO A CULTIVATED FIELD AND
 TE1711'2.5 FEET SOUTH OF A WITNESS POST.
 TE1711
 TE1711                          STATION RECOVERY (1969)
 TE1711
 TE1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1711'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 TE1711'MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 TE1711'
 TE1711'DISTANCE TO REFERENCE MARK NO. 1 MISSED 0.12 FT., REFERENCE MARK
 TE1711'NO. 2 MISSED 0.14 FT., BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 TE1711'MARK NO. 2 MISSED 0.02 FT.
 TE1711'
 TE1711'DIRECTION TO REFERENCE MARK NO. 1 MISSED +264.22 SECONDS.
 TE1711'REFERENCE MARK NO. 2 MISSED -199.17 SECONDS.  AZIMUTH MARK
 TE1711'MISSED +8.02 SECONDS.
 TE1711'
 TE1711'THE OLD DESCRIPTION IS ADEQUATE.
 TE1711'
 TE1711'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1302 ***********************************************************************
 SL1302  DESIGNATION -  BOHNSACK
 SL1302  PID         -  SL1302
 SL1302  STATE/COUNTY-  ND/TRAILL
 SL1302  USGS QUAD   -  BLANCHARD (1967)
 SL1302
 SL1302                         *CURRENT SURVEY CONTROL
 SL1302  ___________________________________________________________________
 SL1302* NAD 83(1996)-  47 15 08.55631(N)    097 08 03.21702(W)     ADJUSTED  
 SL1302* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 SL1302  ___________________________________________________________________
 SL1302  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 SL1302  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 SL1302
 SL1302  HORZ ORDER  -  SECOND
 SL1302
 SL1302.The horizontal coordinates were established by classical geodetic methods
 SL1302.and adjusted by the National Geodetic Survey in January 1998..
 SL1302
 SL1302.The orthometric height was scaled from a topographic map.
 SL1302
 SL1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1302
 SL1302.The geoid height was determined by GEOID03.
 SL1302
 SL1302;                    North         East     Units Scale Factor Converg.
 SL1302;SPC ND N     -    33,627.623   854,708.511   MT  1.00004048   +2 30 16.5
 SL1302;SPC ND N     -   110,326.85  2,804,161.78   iFT  1.00004048   +2 30 16.5
 SL1302;SPC ND S     -   181,723.202   854,691.812   MT  0.99996241   +2 27 17.8
 SL1302;SPC ND S     -   596,204.73  2,804,106.99   iFT  0.99996241   +2 27 17.8
 SL1302;UTM  14      - 5,234,898.716   641,175.229   MT  0.99984494   +1 22 13.3
 SL1302
 SL1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1302!SPC ND N     -   0.99996031  x   1.00004048  =   1.00000079
 SL1302!SPC ND S     -   0.99996031  x   0.99996241  =   0.99992272
 SL1302!UTM  14      -   0.99996031  x   0.99984494  =   0.99980526
 SL1302
 SL1302|---------------------------------------------------------------------|
 SL1302| PID    Reference Object                     Distance      Geod. Az  |
 SL1302|                                                           dddmmss.s |
 SL1302| CQ5736 BOHNSACK RM 1                        31.416 METERS 01017     |
 SL1302| CQ5735 BOHNSACK AZ MK                                     0823113.7 |
 SL1302| SL1305 GRANDIN FARMERS GRAIN CO ELEV       APPROX.10.2 KM 0992255.2 |
 SL1302| SL1314 HUNTER GRAIN CO ELEV W VENT         APPROX. 9.2 KM 2231300.4 |
 SL1302| CQ5737 BOHNSACK RM 2                        25.433 METERS 26311     |
 SL1302| SL1303 BLANCHARD FARM UNION ELEV VENT      APPROX.12.3 KM 3282658.4 |
 SL1302|---------------------------------------------------------------------|
 SL1302
 SL1302                          SUPERSEDED SURVEY CONTROL
 SL1302
 SL1302  NAD 83(1986)-  47 15 08.55524(N)    097 08 03.20824(W) AD(       ) 2
 SL1302  NAD 27      -  47 15 08.62800(N)    097 08 01.90100(W) AD(       ) 2
 SL1302
 SL1302.Superseded values are not recommended for survey control.
 SL1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1302.See file dsdata.txt to determine how the superseded data were derived.
 SL1302
 SL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4117534899(NAD 83)
 SL1302_MARKER: DS = TRIANGULATION STATION DISK
 SL1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1302
 SL1302  HISTORY     - Date     Condition        Report By
 SL1302  HISTORY     - 1954     MONUMENTED       CGS
 SL1302
 SL1302                          STATION DESCRIPTION
 SL1302
 SL1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1302'THE STATION IS IN THE NORTHEAST CORNER OF SEC. 33, T. 144 N.,
 SL1302'R. 51 W. IN THE GROVE ON THE NORTH SIDE OF A FARMYARD ON LAND
 SL1302'OWNED BY MR. C.E. PORTER.  IT IS 6-1/4 MILES WEST AND 1-1/4
 SL1302'MILES NORTH OF GRANDIN AND 4-3/4 MILES WEST AND 4-3/4 MILES SOUTH
 SL1302'OF KELSO.
 SL1302'
 SL1302'TO REACH FROM THE CROSSROAD AT THE NORTHEAST EDGE OF THE TOWN
 SL1302'OF GRANDIN GO NORTH ON U.S. HIGHWAY 81 FOR 2.2 MILES TO A
 SL1302'CROSSROAD.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 5.7 MILES
 SL1302'TO A CROSSROAD, TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 1.0
 SL1302'MILE TO A CROSSROAD, CONTINUE SOUTH FOR 0.1 MILE TO THE STATION
 SL1302'IN THE TREES ON THE RIGHT.
 SL1302'
 SL1302'THE STATION MARK IS 104 FEET SOUTH-SOUTHWEST OF A POWER POLE,
 SL1302'74 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND LEVEL WITH
 SL1302'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED BOHNSACK 1954.
 SL1302'
 SL1302'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 56 FEET WEST OF
 SL1302'THE CENTER OF THE ROAD, 28 FEET SOUTHEAST OF THE LARGE TREE
 SL1302'ON THE NORTHEAST CORNER OF THE GROVE, 1.5 FEET SOUTH OF A
 SL1302'POWER POLE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED BOHNSACK
 SL1302'NO. 1 1954.
 SL1302'
 SL1302'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 157 FEET WEST OF
 SL1302'THE CENTER OF THE GRAVEL ROAD AND LEVEL WITH THE SURFACE OF THE
 SL1302'GROUND.  THIS MARK AND THE STATION MARK ARE IN A CLEARED SPACE IN
 SL1302'THE TREES.  THE DISK IS STAMPED BOHNSACK NO. 2 1954.
 SL1302'
 SL1302'THE AZIMUTH MARK, 0.5 MILE EAST OF THE STATION, IS 44 FEET
 SL1302'NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHEAST OF A
 SL1302'WITNESS POST AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 SL1302'BOHNSACK 1954.
 SL1302'
 SL1302'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 SL1302'MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.5 MILE TO THE
 SL1302'QUARTER-SECTION LINE AND THE AZIMUTH MARK ON THE LEFT.
 SL1302'
 SL1302'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1901 ***********************************************************************
 TG1901  DESIGNATION -  BONETRAILL
 TG1901  PID         -  TG1901
 TG1901  STATE/COUNTY-  ND/WILLIAMS
 TG1901  USGS QUAD   -  BONETRAILL (1974)
 TG1901
 TG1901                         *CURRENT SURVEY CONTROL
 TG1901  ___________________________________________________________________
 TG1901* NAD 83(1996)-  48 24 59.34220(N)    103 49 46.55872(W)     ADJUSTED  
 TG1901* NAVD 88     -       739.7    (meters)    2427.     (feet)  VERTCON   
 TG1901  ___________________________________________________________________
 TG1901  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 TG1901  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG1901
 TG1901  HORZ ORDER  -  FIRST
 TG1901
 TG1901.The horizontal coordinates were established by classical geodetic methods
 TG1901.and adjusted by the National Geodetic Survey in January 1998..
 TG1901
 TG1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1901
 TG1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1901
 TG1901.The geoid height was determined by GEOID03.
 TG1901
 TG1901;                    North         East     Units Scale Factor Converg.
 TG1901;SPC ND N     -   162,816.439   353,622.437   MT  0.99995259   -2 28 39.6
 TG1901;SPC ND N     -   534,174.67  1,160,178.60   iFT  0.99995259   -2 28 39.6
 TG1901;UTM  13      - 5,363,254.020   586,600.864   MT  0.99969214   +0 52 31.8
 TG1901
 TG1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1901!SPC ND N     -   0.99988696  x   0.99995259  =   0.99983956
 TG1901!UTM  13      -   0.99988696  x   0.99969214  =   0.99957914
 TG1901
 TG1901|---------------------------------------------------------------------|
 TG1901| PID    Reference Object                     Distance      Geod. Az  |
 TG1901|                                                           dddmmss.s |
 TG1901| CQ7114 BONETRAILL RM 1                      20.700 METERS 23438     |
 TG1901| TG1900 BONETRAILL SCHOOLHOUSE BELFRY       APPROX. 0.9 KM 2573830.9 |
 TG1901| CQ7115 BONETRAILL RM 2                      14.030 METERS 27229     |
 TG1901|---------------------------------------------------------------------|
 TG1901
 TG1901                          SUPERSEDED SURVEY CONTROL
 TG1901
 TG1901  NAD 83(1986)-  48 24 59.34102(N)    103 49 46.55353(W) AD(       ) 1
 TG1901  NAD 27      -  48 24 59.25100(N)    103 49 44.81600(W) AD(       ) 1
 TG1901  NGVD 29 (07/19/86)  739.2    (m)         2425.     (f) VERT ANG       
 TG1901
 TG1901.Superseded values are not recommended for survey control.
 TG1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1901.See file dsdata.txt to determine how the superseded data were derived.
 TG1901
 TG1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP8660163254(NAD 83)
 TG1901_MARKER: DS = TRIANGULATION STATION DISK
 TG1901_SETTING: 80 = SET IN A BOULDER
 TG1901_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TG1901
 TG1901  HISTORY     - Date     Condition        Report By
 TG1901  HISTORY     - 1912     MONUMENTED       CGS
 TG1901  HISTORY     - 1935     MARK NOT FOUND   CGS
 TG1901
 TG1901                          STATION DESCRIPTION
 TG1901
 TG1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1901'ABOUT 1/2 MILE EAST OF THE TOWN OF BONETRAILL, ON THE SOUTH
 TG1901'SECTION LINE NEAR THE CENTER OF SEC. 14, T. 157 N., R. 102 W.,
 TG1901'ON THE HIGHEST POINT ON THE NORTH SIDE OF THE WAGON ROAD RUNNING
 TG1901'EAST FROM THE TOWN.  THE LAND TO THE NORTH BELONGS TO SAMUEL
 TG1901'MEEK.  THE STATION IS MARKED BY A STANDARD DISK STATION MARK,
 TG1901'CEMENTED IN SOLID ROCK, IN A LARGE BOULDER 2 FEET IN DIAMETER.
 TG1901'A REFERENCE MARK, IS IN A LARGE BOULDER ON THE SOUTH SIDE OF THE
 TG1901'ROAD, 20.70 METERS FROM THE STATION S 54 DEG 38 MIN W.
 TG1901'THE REFERENCE MARK CONSISTS OF A STANDARD DISK, CEMENTED IN
 TG1901'SOLID ROCK.  A 1-INCH DRILL HOLE IN A LARGE BOULDER ON THE
 TG1901'NORTH SIDE OF THE ROAD IS 14.03 METERS FROM THE STATION
 TG1901'N 87 DEG 31 MIN W.  THE SCHOOLHOUSE AT BONETRAILL IS
 TG1901'S 77 DEG 39 MIN W.  LATITUDE OBSERVATIONS WERE MADE AT
 TG1901'THIS STATION IN 1913.
 TG1901
 TG1901                          STATION RECOVERY (1935)
 TG1901
 TG1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1901'STATION AND REFERENCE MARKS WERE ALL DESTROYED WHEN THE ROAD
 TG1901'WAS GRADED, ACCORDING TO INFORMATION GAINED IN THE VICINITY.
 TG1901'ALL BOULDERS WERE REMOVED.
 TG1901'
 TG1901'SCHOOLHOUSE IN BONETRAILL BURNED ABOUT 13 YEARS AGO AND HAS BEEN
 TG1901'REPLACED BY A NEW BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1900 ***********************************************************************
 TG1900  DESIGNATION -  BONETRAILL SCHOOLHOUSE BELFRY
 TG1900  PID         -  TG1900
 TG1900  STATE/COUNTY-  ND/WILLIAMS
 TG1900  USGS QUAD   -  BONETRAILL (1974)
 TG1900
 TG1900                         *CURRENT SURVEY CONTROL
 TG1900  ___________________________________________________________________
 TG1900* NAD 83(1996)-  48 24 53.14371(N)    103 50 29.04170(W)     ADJUSTED  
 TG1900* NAVD 88     -                                                        
 TG1900  ___________________________________________________________________
 TG1900  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TG1900  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TG1900
 TG1900  HORZ ORDER  -  THIRD
 TG1900
 TG1900.The horizontal coordinates were established by classical geodetic methods
 TG1900.and adjusted by the National Geodetic Survey in January 1998..
 TG1900
 TG1900
 TG1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1900
 TG1900.The geoid height was determined by GEOID03.
 TG1900
 TG1900;                    North         East     Units Scale Factor Converg.
 TG1900;SPC ND N     -   162,662.995   352,741.463   MT  0.99995242   -2 29 11.2
 TG1900;SPC ND N     -   533,671.24  1,157,288.26   iFT  0.99995242   -2 29 11.2
 TG1900;UTM  13      - 5,363,049.363   585,730.601   MT  0.99969030   +0 51 59.9
 TG1900
 TG1900                          SUPERSEDED SURVEY CONTROL
 TG1900
 TG1900  NAD 83(1986)-  48 24 53.14281(N)    103 50 29.03632(W) AD(       ) 4
 TG1900  NAD 27      -  48 24 53.05300(N)    103 50 27.29800(W) AD(       ) 3
 TG1900
 TG1900.Superseded values are not recommended for survey control.
 TG1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1900.See file dsdata.txt to determine how the superseded data were derived.
 TG1900
 TG1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP8573163049(NAD 83)
 TG1900_MARKER: 75 = BELFRY
 TG1900
 TG1900  HISTORY     - Date     Condition        Report By
 TG1900  HISTORY     - 1912     FIRST OBSERVED   CGS
 TG1900
 TG1900                          STATION DESCRIPTION
 TG1900
 TG1900'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1616 ***********************************************************************
 SN1616  DESIGNATION -  BOOZINNY
 SN1616  PID         -  SN1616
 SN1616  STATE/COUNTY-  ND/MCLEAN
 SN1616  USGS QUAD   -  RUSO (1981)
 SN1616
 SN1616                         *CURRENT SURVEY CONTROL
 SN1616  ___________________________________________________________________
 SN1616* NAD 83(1996)-  47 46 22.64708(N)    100 58 28.63477(W)     ADJUSTED  
 SN1616* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 SN1616  ___________________________________________________________________
 SN1616  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 SN1616  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 SN1616
 SN1616  HORZ ORDER  -  FIRST
 SN1616
 SN1616.The horizontal coordinates were established by classical geodetic methods
 SN1616.and adjusted by the National Geodetic Survey in January 1998..
 SN1616
 SN1616.The orthometric height was scaled from a topographic map.
 SN1616
 SN1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1616
 SN1616.The geoid height was determined by GEOID03.
 SN1616
 SN1616;                    North         East     Units Scale Factor Converg.
 SN1616;SPC ND N     -    86,047.259   564,428.114   MT  0.99995057   -0 21 11.5
 SN1616;SPC ND N     -   282,307.28  1,851,798.27   iFT  0.99995057   -0 21 11.5
 SN1616;UTM  14      - 5,292,953.963   352,059.832   MT  0.99986895   -1 27 44.8
 SN1616
 SN1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1616!SPC ND N     -   0.99990257  x   0.99995057  =   0.99985314
 SN1616!UTM  14      -   0.99990257  x   0.99986895  =   0.99977153
 SN1616
 SN1616:                Primary Azimuth Mark                     Grid Az
 SN1616:SPC ND N     -  BOOZINNY AZ MK 2                         019 18 40.3
 SN1616:UTM  14      -  BOOZINNY AZ MK 2                         020 25 13.6
 SN1616
 SN1616|---------------------------------------------------------------------|
 SN1616| PID    Reference Object                     Distance      Geod. Az  |
 SN1616|                                                           dddmmss.s |
 SN1616| CQ5739 BOOZINNY AZ MK 2                                   0185728.8 |
 SN1616| CQ5738 BOOZINNY AZ MK                                     0375238.3 |
 SN1616| CQ5740 BOOZINNY RM 1                        30.492 METERS 15116     |
 SN1616| CQ5741 BOOZINNY RM 2                        14.685 METERS 23704     |
 SN1616|---------------------------------------------------------------------|
 SN1616
 SN1616                          SUPERSEDED SURVEY CONTROL
 SN1616
 SN1616  NAD 83(1986)-  47 46 22.64860(N)    100 58 28.63005(W) AD(       ) 1
 SN1616  NAD 27      -  47 46 22.64210(N)    100 58 27.10330(W) AD(       ) 1
 SN1616
 SN1616.Superseded values are not recommended for survey control.
 SN1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1616.See file dsdata.txt to determine how the superseded data were derived.
 SN1616
 SN1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5206092954(NAD 83)
 SN1616_MARKER: DS = TRIANGULATION STATION DISK
 SN1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1616
 SN1616  HISTORY     - Date     Condition        Report By
 SN1616  HISTORY     - 1934     MONUMENTED       CGS
 SN1616  HISTORY     - 1958     GOOD             CGS
 SN1616  HISTORY     - 1962     GOOD             CGS
 SN1616
 SN1616                          STATION DESCRIPTION
 SN1616
 SN1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1616'STATION IS ABOUT 5-1/2 MILES SW OF RUSO, ON THE TOP OF A HILL
 SN1616'IN THE NE 1/4 SEC. 36, T 150 N, R 81 W.  THE STATION IS ABOUT
 SN1616'150 YARDS W OF A GRADED ROAD.
 SN1616'
 SN1616'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1616'BRONZE DISKS SET IN CONCRETE.
 SN1616'
 SN1616'REFERENCE MARK NO. 1 IS SE OF THE STATION.  REFERENCE MARK
 SN1616'NO. 2 IS SW OF THE STATION.
 SN1616'
 SN1616'THE AZIMUTH MARK IS ABOUT 0.3 MILE NE OF THE STATION AND IS 29
 SN1616'FEET W OF THE CENTER OF THE GRADED ROAD AND 16 FEET S OF THE
 SN1616'FENCE CORNER.
 SN1616'
 SN1616'THE STATION IS REACHED FROM RUSO, BY GOING W ON STATE HIGHWAY
 SN1616'23, 2.0 MILES.  TURN S AND GO 1.0 MILE.  AT THIS POINT THE
 SN1616'MAIN ROAD TURNS W.  CONTINUE S ON THE ROAD 3.0 MILES.  TURN W
 SN1616'0.3 MILE TO A GATE ON THE S SIDE OF THE ROAD.  THIS GATE IS
 SN1616'OPPOSITE THE BOOZINNY FARM BUILDINGS.  PASS THROUGH THE GATE
 SN1616'AND DRIVE SE 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 SN1616'
 SN1616'A 4-FOOT STAND WAS ERECTED.
 SN1616
 SN1616                          STATION RECOVERY (1958)
 SN1616
 SN1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1616'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 SN1616'AZIMUTH MARK, WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 SN1616'HAD BEEN DUG UP AND THE CONCRETE POST WAS FOUND LYING ON TOP
 SN1616'OF THE GROUND.  THE DISK WAS REMOVED AND FORWARDED TO THE
 SN1616'WASHINGTON OFFICE.  THE LAND WHERE THE STATION IS LOCATED IS
 SN1616'UNDER CULTIVATION BUT SMALL AREAS WERE LEFT UNDISTURBED AROUND
 SN1616'THE STATION AND REFERENCE MARKS.
 SN1616'
 SN1616'TO REACH THE STATION FROM RUSO, FROM THE MAIN INTERSECTION
 SN1616'ON STATE HIGHWAY 41 IN THE EAST EDGE OF TOWN, GO SOUTH ON
 SN1616'STATE HIGHWAY 41 FOR ABOUT 1.3 MILES TO JUNCTION WITH COUNTY
 SN1616'ROUTE 2, TURN RIGHT AND GO WEST ON COUNTY ROUTE 2 FOR 2.0
 SN1616'MILES TO CROSSROADS, TURN LEFT AND GO SOUTH FOR 3.1 MILES TO
 SN1616'A SIDE ROAD RIGHT, CONTINUE SOUTH FOR 0.2 MILE TO TOP OF HILL.
 SN1616'THE STATION IS ABOUT 0.15 MILE WEST OF THIS POINT ON THE SUMMIT
 SN1616'OF HILL IN CULTIVATED FIELD.
 SN1616
 SN1616                          STATION RECOVERY (1962)
 SN1616
 SN1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1616'THE STATION IS LOCATED 2.25 MILES WEST AND 4.4 MILES SOUTH OF
 SN1616'THE TOWN OF RUSO, IN THE NE 1/4 OF SEC. 36, T150N, R81W, ON
 SN1616'THE HIGHEST POINT OF A SMALL HILL IN THE CENTER OF A CULTIVATED
 SN1616'FIELD.
 SN1616'
 SN1616'TO REACH FROM THE POST OFFICE AND STORE IN RUSO, GO SOUTH ON
 SN1616'STATE ROUTE 41 FOR 1.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 SN1616'AND GO WEST FOR 2 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 SN1616'FOR 2.85 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 SN1616'SOUTH ON A GRAVELED ROAD FOR 0.45 MILE.  HERE TURN RIGHT AND
 SN1616'GO WEST ACROSS A FIELD FOR 0.25 MILE TO THE HIGHEST POINT AND
 SN1616'THE STATION.
 SN1616'
 SN1616'THE STATION MARK IS A STANDARD DISK STAMPED BOOZINNY 1934 AND
 SN1616'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1616'PROJECTS 6 INCHES.  IT IS 112 FEET NORTH OF THE SOUTH EDGE OF
 SN1616'A HILL AND 56 FEET EAST OF THE WEST EDGE OF A HILL.
 SN1616'
 SN1616'REFERENCE MARK NO. 1, STAMPED BOOZINNY NO 1 1934, IS A STANDARD
 SN1616'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1616'PROJECTS 3 INCHES.  IT IS 12 FEET NORTH OF THE SOUTH EDGE OF A
 SN1616'HILL.
 SN1616'
 SN1616'REFERENCE MARK NO. 2, STAMPED BOOZINNY NO 2 1934, IS A STANDARD
 SN1616'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1616'WHICH PROJECTS 3 INCHES.  IT IS 8 FEET EAST OF THE WEST EDGE
 SN1616'OF A HILL.
 SN1616'
 SN1616'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOOZINNY 1934 AND
 SN1616'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1616'PROJECTS 4 INCHES.  IT IS 64 FEET WEST OF THE CENTER OF A GRAVELED
 SN1616'ROAD, 9 FEET SOUTH OF A POWER POLE AND 3.1 FEET SOUTHEAST OF THE
 SN1616'WITNESS POST.
 SN1616'
 SN1616'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 107.76 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1612 ***********************************************************************
 SN1612  DESIGNATION -  BORGEN
 SN1612  PID         -  SN1612
 SN1612  STATE/COUNTY-  ND/MCLEAN
 SN1612  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN1612
 SN1612                         *CURRENT SURVEY CONTROL
 SN1612  ___________________________________________________________________
 SN1612* NAD 83(1996)-  47 43 03.56475(N)    100 59 12.95040(W)     ADJUSTED  
 SN1612* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 SN1612  ___________________________________________________________________
 SN1612  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 SN1612  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SN1612
 SN1612  HORZ ORDER  -  SECOND
 SN1612
 SN1612.The horizontal coordinates were established by classical geodetic methods
 SN1612.and adjusted by the National Geodetic Survey in January 1998..
 SN1612
 SN1612.The orthometric height was scaled from a topographic map.
 SN1612
 SN1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1612
 SN1612.The geoid height was determined by GEOID03.
 SN1612
 SN1612;                    North         East     Units Scale Factor Converg.
 SN1612;SPC ND N     -    79,904.807   563,466.642   MT  0.99995625   -0 21 44.4
 SN1612;SPC ND N     -   262,154.88  1,848,643.84   iFT  0.99995625   -0 21 44.4
 SN1612;UTM  14      - 5,286,831.768   350,979.787   MT  0.99987289   -1 28 13.0
 SN1612
 SN1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1612!SPC ND N     -   0.99990742  x   0.99995625  =   0.99986367
 SN1612!UTM  14      -   0.99990742  x   0.99987289  =   0.99978032
 SN1612
 SN1612:                Primary Azimuth Mark                     Grid Az
 SN1612:SPC ND N     -  BORGEN AZ MK                             088 25 53.0
 SN1612:UTM  14      -  BORGEN AZ MK                             089 32 21.6
 SN1612
 SN1612|---------------------------------------------------------------------|
 SN1612| PID    Reference Object                     Distance      Geod. Az  |
 SN1612|                                                           dddmmss.s |
 SN1612| CQ5742 BORGEN AZ MK                                       0880408.6 |
 SN1612| CQ5744 BORGEN RM 2                           8.946 METERS 08903     |
 SN1612| CQ5743 BORGEN RM 1                          22.455 METERS 35258     |
 SN1612|---------------------------------------------------------------------|
 SN1612
 SN1612                          SUPERSEDED SURVEY CONTROL
 SN1612
 SN1612  NAD 83(1986)-  47 43 03.56626(N)    100 59 12.94489(W) AD(       ) 2
 SN1612  NAD 27      -  47 43 03.55970(N)    100 59 11.41670(W) AD(       ) 2
 SN1612
 SN1612.Superseded values are not recommended for survey control.
 SN1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1612.See file dsdata.txt to determine how the superseded data were derived.
 SN1612
 SN1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5098086832(NAD 83)
 SN1612_MARKER: DS = TRIANGULATION STATION DISK
 SN1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1612
 SN1612  HISTORY     - Date     Condition        Report By
 SN1612  HISTORY     - 1962     MONUMENTED       CGS
 SN1612
 SN1612                          STATION DESCRIPTION
 SN1612
 SN1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1612'THE STATION IS LOCATED 2-1/2 MILES WEST AND 8-1/2 MILES
 SN1612'SOUTH OF THE TOWN OF RUSO, IN THE NW 1/4 OF SEC. 24, T149N, R81W,
 SN1612'ON THE SOUTH RIGHT-OF-WAY OF A COUNTY ROAD.
 SN1612'
 SN1612'TO REACH FROM THE STORE AND FILLING STATION IN RUSO, GO SOUTH
 SN1612'ON STATE HIGHWAY 41 FOR 8.5 MILES TO A COUNTY ROAD NUMBER 6.
 SN1612'TURN RIGHT AND GO WEST ON COUNTY ROAD 6 FOR 3.25 MILES TO THE
 SN1612'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON COUNTY ROAD 6
 SN1612'FOR 0.5 MILE TO THE STATION ON THE LEFT.
 SN1612'
 SN1612'THE STATION MARK IS A STANDARD DISK STAMPED BORGEN 1962 AND
 SN1612'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1612'PROJECTS 3 INCHES.  IT IS 36 FEET SOUTH OF THE CENTER OF
 SN1612'COUNTY ROAD 6 AND 16 FEET EAST OF THE CENTER OF A FIELD
 SN1612'DRIVEWAY.
 SN1612'
 SN1612'REFERENCE MARK NO. 1, STAMPED BORGEN NO 1 1962, IS A STANDARD
 SN1612'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1612'WHICH PROJECTS 5 INCHES.  IT IS 38 FEET NORTH OF THE CENTER
 SN1612'OF COUNTY ROAD 6, 2 FEET SOUTHEAST OF A TELEPHONE POLE AND
 SN1612'1 FOOT SOUTH OF A EAST-WEST FENCE LINE.
 SN1612'
 SN1612'REFERENCE MARK NO. 2, STAMPED BORGEN NO 2 1962, IS A STANDARD
 SN1612'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1612'WHICH PROJECTS 4 INCHES.  IT IS 46 FEET EAST OF THE CENTER
 SN1612'OF A DRIVEWAY AND 36 FEET SOUTH OF THE CENTER OF COUNTY ROAD 6.
 SN1612'
 SN1612'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BORGEN 1962 AND
 SN1612'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1612'PROJECTS 4 INCHES.  IT IS 44 FEET NORTH OF THE CENTER OF
 SN1612'COUNTY ROAD 6, 17 FEET NORTHEAST OF A TELEPHONE POLE AND 9 FEET
 SN1612'SOUTHEAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2269 ***********************************************************************
 TF2269  DESIGNATION -  BOTTINEAU
 TF2269  PID         -  TF2269
 TF2269  STATE/COUNTY-  ND/BOTTINEAU
 TF2269  USGS QUAD   -  CARBURY (1956)
 TF2269
 TF2269                         *CURRENT SURVEY CONTROL
 TF2269  ___________________________________________________________________
 TF2269* NAD 83(1996)-  48 59 57.84469(N)    100 30 46.74320(W)     ADJUSTED  
 TF2269* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 TF2269  ___________________________________________________________________
 TF2269  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 TF2269  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF2269
 TF2269  HORZ ORDER  -  THIRD
 TF2269
 TF2269.The horizontal coordinates were established by classical geodetic methods
 TF2269.and adjusted by the National Geodetic Survey in January 1998..
 TF2269
 TF2269.The orthometric height was scaled from a topographic map.
 TF2269
 TF2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2269
 TF2269.The geoid height was determined by GEOID03.
 TF2269
 TF2269;                    North         East     Units Scale Factor Converg.
 TF2269;SPC ND N     -   222,311.331   599,049.849   MT  1.00006367   -0 00 34.8
 TF2269;SPC ND N     -   729,367.88  1,965,386.64   iFT  1.00006367   -0 00 34.8
 TF2269;UTM  14      - 5,428,492.054   389,336.963   MT  0.99975044   -1 08 31.1
 TF2269
 TF2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2269!SPC ND N     -   0.99989581  x   1.00006367  =   0.99995948
 TF2269!UTM  14      -   0.99989581  x   0.99975044  =   0.99964628
 TF2269
 TF2269:                Primary Azimuth Mark                     Grid Az
 TF2269:SPC ND N     -  TURTLE                                   357 16 03.4
 TF2269:UTM  14      -  TURTLE                                   358 23 59.7
 TF2269
 TF2269|---------------------------------------------------------------------|
 TF2269| PID    Reference Object                     Distance      Geod. Az  |
 TF2269|                                                           dddmmss.s |
 TF2269| TF2354 TURTLE                              APPROX. 4.9 KM 3571528.6 |
 TF2269|---------------------------------------------------------------------|
 TF2269
 TF2269                          SUPERSEDED SURVEY CONTROL
 TF2269
 TF2269  NAD 83(1986)-  48 59 57.84098(N)    100 30 46.72743(W) AD(       ) 3
 TF2269
 TF2269.Superseded values are not recommended for survey control.
 TF2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2269.See file dsdata.txt to determine how the superseded data were derived.
 TF2269
 TF2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8933728492(NAD 83)
 TF2269_MARKER: DD = SURVEY DISK
 TF2269_SETTING: 80 = SET IN A BOULDER
 TF2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2269+STABILITY: SURFACE MOTION
 TF2269
 TF2269  HISTORY     - Date     Condition        Report By
 TF2269  HISTORY     - 1910     MONUMENTED       IBC
 TF2269  HISTORY     - 1938     GOOD             IBC
 TF2269
 TF2269                          STATION DESCRIPTION
 TF2269
 TF2269'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2269'ON THE FIRST HIGH RIDGE OF THE TURTLE MOUNTAINS, APPROACHING FROM THE
 TF2269'WEST, IN SE 1/4 SECTION 5, TOWNSHIP 1, RANGE 23 W, PRINCIPAL MERIDIAN.
 TF2269'THE STATION IS 2.09 METERS NORTHWEST OF INTERNATIONAL BOUNDARY
 TF2269'MONUMENT 697.
 TF2269'
 TF2269'STATION MARK--A BRONZE DISK SET IN A FLAT STONE FLUSH WITH THE GROUND.
 TF2269
 TF2269                          STATION RECOVERY (1938)
 TF2269
 TF2269'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TF2269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0696 ***********************************************************************
 QR0696  DESIGNATION -  BOUNDARY MILEPOST 155 ECC
 QR0696  PID         -  QR0696
 QR0696  STATE/COUNTY-  ND/MCINTOSH
 QR0696  USGS QUAD   -  ZEELAND (1978)
 QR0696
 QR0696                         *CURRENT SURVEY CONTROL
 QR0696  ___________________________________________________________________
 QR0696* NAD 83(1996)-  45 56 27.55536(N)    099 46 34.40667(W)     ADJUSTED  
 QR0696* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 QR0696  ___________________________________________________________________
 QR0696  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 QR0696  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 QR0696
 QR0696  HORZ ORDER  -  FIRST
 QR0696
 QR0696.The horizontal coordinates were established by classical geodetic methods
 QR0696.and adjusted by the National Geodetic Survey in January 1998..
 QR0696
 QR0696.The orthometric height was scaled from a topographic map.
 QR0696
 QR0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0696
 QR0696.The geoid height was determined by GEOID03.
 QR0696
 QR0696;                    North         East     Units Scale Factor Converg.
 QR0696;SPC ND S     -    30,751.620   656,128.018   MT  1.00005644   +0 31 40.5
 QR0696;SPC ND S     -   100,891.14  2,152,650.98   iFT  1.00005644   +0 31 40.5
 QR0696;SPC SD N     -   234,246.523   617,353.858   MT  1.00005994   +0 09 30.1
 QR0696;SPC SD N     -   768,523.80  2,025,435.12   sFT  1.00005994   +0 09 30.1
 QR0696;UTM  14      - 5,087,783.744   439,831.366   MT  0.99964450   -0 33 28.2
 QR0696
 QR0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0696!SPC ND S     -   0.99991551  x   1.00005644  =   0.99997194
 QR0696!SPC SD N     -   0.99991551  x   1.00005994  =   0.99997544
 QR0696!UTM  14      -   0.99991551  x   0.99964450  =   0.99956004
 QR0696
 QR0696|---------------------------------------------------------------------|
 QR0696| PID    Reference Object                     Distance      Geod. Az  |
 QR0696|                                                           dddmmss.s |
 QR0696| CQ5733 BOUNDARY MP 155 ECC RM 1             37.570 METERS 00735     |
 QR0696| CQ5732 BOUNDARY MP 155 ECC AZ MK                          0903138.5 |
 QR0696| QR0694 EUREKA GERMAN LUTH ZION CHURCH      APPROX.22.4 KM 1480645.1 |
 QR0696| CQ5734 BOUNDARY MP 155 ECC RM 2             35.340 METERS 27140     |
 QR0696| QR0698 ZEELAND GERMAN LUTH CH CROSS        APPROX. 5.4 KM 3065218.0 |
 QR0696| QR0697 ZEELAND HOFFENSTOFF REFORM CH       APPROX. 5.6 KM 3070900.9 |
 QR0696| QR0699 ZEELAND ST ANDREWS CATH CH          APPROX. 5.2 KM 3084556.2 |
 QR0696|---------------------------------------------------------------------|
 QR0696
 QR0696                          SUPERSEDED SURVEY CONTROL
 QR0696
 QR0696  NAD 83(1986)-  45 56 27.54941(N)    099 46 34.39547(W) AD(       ) 1
 QR0696  NAD 27      -  45 56 27.61000(N)    099 46 32.96000(W) AD(       ) 1
 QR0696
 QR0696.Superseded values are not recommended for survey control.
 QR0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0696.See file dsdata.txt to determine how the superseded data were derived.
 QR0696
 QR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3983187784(NAD 83)
 QR0696_MARKER: DS = TRIANGULATION STATION DISK
 QR0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QR0696
 QR0696  HISTORY     - Date     Condition        Report By
 QR0696  HISTORY     - 1934     MONUMENTED       CGS
 QR0696  HISTORY     - 1957     GOOD             CGS
 QR0696
 QR0696                          STATION DESCRIPTION
 QR0696
 QR0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0696'STATION IS LOCATED 4.6 MILES S AND E OF ZEELAND IN THE SE
 QR0696'CORNER OF SE 1/4 OF SEC. 35, T 129 N, R 73 W, JUST N OF THE
 QR0696'NORTH DAKOTA AND SOUTH DAKOTA LINE ON THE PROPERTY OF MICHAEL
 QR0696'SCHATZ.  MARK IS SET IN N RIGHT-OF-WAY FENCE LINE 16-1/2 FEET
 QR0696'W OF SECTION CORNER, 37 FEET N OF CENTER LINE OF BOUNDARY ROAD.
 QR0696'
 QR0696'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 QR0696'BRONZE DISKS SET IN CONCRETE.
 QR0696'
 QR0696'REFERENCE MARK NO. 1 IS 37.570 METERS (123.26 FEET) N OF
 QR0696'STATION SET 1 FOOT W OF SECTION LINE FENCE.
 QR0696'
 QR0696'REFERENCE MARK NO. 2 IS 35.340 METERS (115.97 FEET) W OF
 QR0696'STATION SET IN N RIGHT-OF-WAY FENCE LINE OF BOUNDARY ROAD.
 QR0696'
 QR0696'AZIMUTH MARK IS 0.6 MILE E OF STATION, AND IS REACHED BY
 QR0696'GOING E ON BOUNDARY LINE ROAD 0.6 MILE.  MARK IS SET IN N
 QR0696'RIGHT-OF-WAY FENCE LINE.
 QR0696'
 QR0696'STATION IS REACHED FROM ZEELAND POST OFFICE BY GOING S 0.2
 QR0696'MILE TO FORD GARAGE THENCE E 0.6 MILE TO SECTION LINE ROAD,
 QR0696'THENCE S 2.0 MILES TO MILEPOST 157 IN CENTER OF BOUNDARY
 QR0696'LINE ROAD.  GO E 2.0 MILES TO SECTION CORNER AND STATION.
 QR0696'
 QR0696'HEIGHT OF LIGHT ABOVE STATION MARK - 21.5 METERS.
 QR0696
 QR0696                          STATION RECOVERY (1957)
 QR0696
 QR0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QR0696'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QR0696'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 QR0696'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0596 ***********************************************************************
 QQ0596  DESIGNATION -  BOUNDARY MILEPOST 14 ND SD
 QQ0596  PID         -  QQ0596
 QQ0596  STATE/COUNTY-  ND/RICHLAND
 QQ0596  USGS QUAD   -  NEW EFFINGTON NE (1972)
 QQ0596
 QQ0596                         *CURRENT SURVEY CONTROL
 QQ0596  ___________________________________________________________________
 QQ0596* NAD 83(1996)-  45 56 08.60089(N)    096 50 47.98170(W)     ADJUSTED  
 QQ0596* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 QQ0596  ___________________________________________________________________
 QQ0596  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 QQ0596  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 QQ0596
 QQ0596  HORZ ORDER  -  FIRST
 QQ0596
 QQ0596.The horizontal coordinates were established by classical geodetic methods
 QQ0596.and adjusted by the National Geodetic Survey in January 1998..
 QQ0596
 QQ0596.The orthometric height was scaled from a topographic map.
 QQ0596
 QQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0596
 QQ0596.The geoid height was determined by GEOID03.
 QQ0596
 QQ0596;                    North         East     Units Scale Factor Converg.
 QQ0596;SPC ND S     -    36,495.397   883,241.429   MT  1.00005786   +2 39 52.9
 QQ0596;SPC ND S     -   119,735.55  2,897,773.72   iFT  1.00005786   +2 39 52.9
 QQ0596;SPC SD N     -   238,399.729   844,503.164   MT  1.00005851   +2 13 54.3
 QQ0596;SPC SD N     -   782,149.78  2,770,674.13   sFT  1.00005851   +2 13 54.3
 QQ0596;UTM  14      - 5,089,160.396   666,929.714   MT  0.99994258   +1 32 51.6
 QQ0596
 QQ0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0596!SPC ND S     -   0.99995625  x   1.00005786  =   1.00001411
 QQ0596!SPC SD N     -   0.99995625  x   1.00005851  =   1.00001476
 QQ0596!UTM  14      -   0.99995625  x   0.99994258  =   0.99989884
 QQ0596
 QQ0596|---------------------------------------------------------------------|
 QQ0596| PID    Reference Object                     Distance      Geod. Az  |
 QQ0596|                                                           dddmmss.s |
 QQ0596| CO7860 BOUNDARY MILEPOST 14 RM 1            71.095 METERS 06546     |
 QQ0596| CO7859 BOUNDARY MILEPOST 14 AZ MK                         0903825.0 |
 QQ0596| QQ0597 ROSHOLT LUTH CH SPIRE ROSHOLT       APPROX. 4.8 KM 1682126.8 |
 QQ0596| QQ0362 MINNESOTA TWP NORWEGIAN FR CH       APPROX.14.2 KM 2514457.6 |
 QQ0596| QQ0363 MINNESOTA TWP GERMAN LUTH CH        APPROX.13.5 KM 2630532.4 |
 QQ0596| QQ0364 MINNESOTA TWP ZION LUTH CH          APPROX.16.8 KM 2642121.6 |
 QQ0596| CO7861 BOUNDARY MILEPOST 14 RM 2            32.888 METERS 33424     |
 QQ0596|---------------------------------------------------------------------|
 QQ0596
 QQ0596                          SUPERSEDED SURVEY CONTROL
 QQ0596
 QQ0596  NAD 83(1986)-  45 56 08.59909(N)    096 50 47.97320(W) AD(       ) 1
 QQ0596  NAD 27      -  45 56 08.74700(N)    096 50 46.68900(W) AD(       ) 1
 QQ0596
 QQ0596.Superseded values are not recommended for survey control.
 QQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0596.See file dsdata.txt to determine how the superseded data were derived.
 QQ0596
 QQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR6693089160(NAD 83)
 QQ0596_MARKER: DS = TRIANGULATION STATION DISK
 QQ0596_SETTING: 0 = UNSPECIFIED SETTING
 QQ0596
 QQ0596  HISTORY     - Date     Condition        Report By
 QQ0596  HISTORY     - 1934     MONUMENTED       CGS
 QQ0596
 QQ0596                          STATION DESCRIPTION
 QQ0596
 QQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0596'STATION IS LOCATED IN THE SW 1/4 OF SEC. 19, IN T 129 N, R 49 W,
 QQ0596'ON THE N-S DAKOTA BOUNDARY AT M.P. 14.  MARK IS SET IN CENTER OF
 QQ0596'RED GRANITE POST ABOUT 12 INCHES SQUARE AND PROJECTING 36 INCHES
 QQ0596'ABOVE SURFACE OF GROUND, AND 64 FEET S OF CENTER LINE OF DIRT
 QQ0596'ROAD.
 QQ0596'
 QQ0596'STATION MARK IS STANDARD CENTERED DISK SUNK IN TOP OF MILEPOST 14,
 QQ0596'WHICH IS A 12-INCH SQUARE RED GRANITE POST, EXTENDING ABOVE SURFACE
 QQ0596'ABOUT 3 FEET.  MARKED, M.P. 14.
 QQ0596'
 QQ0596'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 QQ0596'CONCRETE.
 QQ0596'
 QQ0596'REFERENCE MARK NO. 1 IS 233.25 FEET NE OF STATION, 30 FEET N OF
 QQ0596'CENTER LINE OF DIRT ROAD, IN FENCE LINE.
 QQ0596'
 QQ0596'RFERENCE MARK NO. 2 IS 107.90 FEET NNW OF STATION, 32 FEET N OF
 QQ0596'CENTER LINE OF DIRT ROAD, IN FENCE LINE.
 QQ0596'
 QQ0596'AZIMUTH MARK IS REACHED BY GOING 0.7 MILE E TO CROSS ROAD.  MARK IS
 QQ0596'90 FEET S OF E-W ROAD, 36 FEET E OF N-S ROAD.
 QQ0596'
 QQ0596'TO REACH STATION FROM POST OFFICE IN HANKINSON GO S 0.4 MILE, TURN
 QQ0596'LEFT (E) GO 1.7 MILES, TURN RIGHT (S) AND GO 0.9 MILE, LEAVE
 QQ0596'HIGHWAY 11 AND CONTINUE (S) ON GRAVEL ROAD 8.1 MILES, TURN LEFT (E)
 QQ0596'ONTO DIRT ROAD AND GO 1.0 MILE TO M.P. 14 AND STATION.
 QQ0596'
 QQ0596'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0365 ***********************************************************************
 QQ0365  DESIGNATION -  BOUNDARY MILEPOST 23 ND SD
 QQ0365  PID         -  QQ0365
 QQ0365  STATE/COUNTY-  ND/RICHLAND
 QQ0365  USGS QUAD   -  CLAIRE CITY NE (1964)
 QQ0365
 QQ0365                         *CURRENT SURVEY CONTROL
 QQ0365  ___________________________________________________________________
 QQ0365* NAD 83(1996)-  45 56 07.68331(N)    097 01 59.05101(W)     ADJUSTED  
 QQ0365* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 QQ0365  ___________________________________________________________________
 QQ0365  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 QQ0365  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QQ0365
 QQ0365  HORZ ORDER  -  FIRST
 QQ0365
 QQ0365.The horizontal coordinates were established by classical geodetic methods
 QQ0365.and adjusted by the National Geodetic Survey in January 1998..
 QQ0365
 QQ0365.The orthometric height was scaled from a topographic map.
 QQ0365
 QQ0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0365
 QQ0365.The geoid height was determined by GEOID03.
 QQ0365
 QQ0365;                    North         East     Units Scale Factor Converg.
 QQ0365;SPC ND S     -    35,812.097   868,800.190   MT  1.00005793   +2 31 43.4
 QQ0365;SPC ND S     -   117,493.76  2,850,394.32   iFT  1.00005793   +2 31 43.4
 QQ0365;SPC SD N     -   237,825.061   830,057.185   MT  1.00005844   +2 05 59.3
 QQ0365;SPC SD N     -   780,264.39  2,723,279.28   sFT  1.00005844   +2 05 59.3
 QQ0365;UTM  14      - 5,088,758.565   652,479.988   MT  0.99988583   +1 24 49.0
 QQ0365
 QQ0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0365!SPC ND S     -   0.99994603  x   1.00005793  =   1.00000396
 QQ0365!SPC SD N     -   0.99994603  x   1.00005844  =   1.00000447
 QQ0365!UTM  14      -   0.99994603  x   0.99988583  =   0.99983187
 QQ0365
 QQ0365|---------------------------------------------------------------------|
 QQ0365| PID    Reference Object                     Distance      Geod. Az  |
 QQ0365|                                                           dddmmss.s |
 QQ0365| CQ5746 BOUNDARY MILEPOST 23 RM 1            31.946 METERS 04020     |
 QQ0365| CQ5745 BOUNDARY MILEPOST 23 AZ MK                         0473146.8 |
 QQ0365| QQ0597 ROSHOLT LUTH CH SPIRE ROSHOLT       APPROX.16.1 KM 1065548.6 |
 QQ0365| CQ5747 BOUNDARY MILEPOST 23 RM 2            31.605 METERS 13026     |
 QQ0365| QQ0363 MINNESOTA TWP GERMAN LUTH CH        APPROX. 1.9 KM 1462226.3 |
 QQ0365| QQ0362 MINNESOTA TWP NORWEGIAN FR CH       APPROX. 4.5 KM 1675618.9 |
 QQ0365| QQ0368 CLAIRE CITY CATH CH SPIRE           APPROX.12.0 KM 2124712.3 |
 QQ0365| QQ0364 MINNESOTA TWP ZION LUTH CH          APPROX. 2.8 KM 2332904.7 |
 QQ0365| RP0796 EVANGELICAL LUTH CH S RETTERTH      APPROX.10.2 KM 3212129.8 |
 QQ0365|---------------------------------------------------------------------|
 QQ0365
 QQ0365                          SUPERSEDED SURVEY CONTROL
 QQ0365
 QQ0365  NAD 83(1986)-  45 56 07.68121(N)    097 01 59.04221(W) AD(       ) 1
 QQ0365  NAD 27      -  45 56 07.82900(N)    097 01 57.73400(W) AD(       ) 1
 QQ0365
 QQ0365.Superseded values are not recommended for survey control.
 QQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0365.See file dsdata.txt to determine how the superseded data were derived.
 QQ0365
 QQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5248088759(NAD 83)
 QQ0365_MARKER: DS = TRIANGULATION STATION DISK
 QQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0365
 QQ0365  HISTORY     - Date     Condition        Report By
 QQ0365  HISTORY     - 1934     MONUMENTED       CGS
 QQ0365  HISTORY     - 1962     GOOD             USGS
 QQ0365
 QQ0365                          STATION DESCRIPTION
 QQ0365
 QQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0365'STATION IS LOCATED IN SEC. 22, T 129 N, R 51 W, ABOUT 11 MILES SE
 QQ0365'OF LIDGERWOOD, AND 12 MILES SW OF HANKINSON, ON NORTH DAKOTA-SOUTH
 QQ0365'DAKOTA BOUNDARY LINE.  IT IS 116 FEET S OF CENTER LINE ROAD AND 75
 QQ0365'FEET W OF FENCE.
 QQ0365'
 QQ0365'STATION MARK IS STANDARD DISK SET IN TOP OF MILE POST 23, A
 QQ0365'10- BY 10-INCH SQUARE RED GRANITE POST 40 INCHES HIGH INSCRIBED
 QQ0365'AS FOLLOWS--N SIDE N.D.S.C. S SIDE S.D. E SIDE M23.
 QQ0365'
 QQ0365'NO UNDERGROUND MARK WAS SET.
 QQ0365'
 QQ0365'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 QQ0365'CONCRETE.
 QQ0365'
 QQ0365'REFERENCE MARK NO. 1 IS 104.81 FEET, 31.946 METERS NE OF STATION,
 QQ0365'1 FOOT W OF FENCE, 14 FEET S OF FENCE, 40 FEET S OF CENTER LINE
 QQ0365'OF ROAD.
 QQ0365'
 QQ0365'REFERENCE MARK NO. 2 IS 103.69 FEET, 31.605 METERS SE OF STATION,
 QQ0365'1 FOOT W OF FENCE.
 QQ0365'
 QQ0365'AZIMUTH MARK IS LOCATED 0.5 MILE NE OF STATION IN FENCE LINE 0.15
 QQ0365'MILE W OF GROUP OF FARM BUILDINGS.  TO REACH AZIMUTH MARK FROM
 QQ0365'STATION GO E 0.6 MILE TO CROSSROADS, THENCE LEFT (N) 0.5 MILE,
 QQ0365'THENCE LEFT (W) 0.3 MILE, THENCE LEFT (S) ALONG FENCE 0.1 MILE TO
 QQ0365'FENCE CORNER, THENCE LEFT (E) 0.1 MILE TO MARK ON N SIDE IN FENCE
 QQ0365'LINE.
 QQ0365'
 QQ0365'TO REACH STATION FROM LIDGERWOOD POST OFFICE, GO S AND E 1.5 MILES
 QQ0365'TO JUNCTION OF STATE HIGHWAYS 11 AND 18, CONTINUE S ON HIGHWAY 18
 QQ0365'FOR 10.25 MILES, THENCE LEFT (E) ALONG STATE LINE 3.4 MILES TO
 QQ0365'STATION ON RIGHT (S) SIDE OF ROAD.
 QQ0365'
 QQ0365'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 QQ0365
 QQ0365                          STATION RECOVERY (1962)
 QQ0365
 QQ0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QQ0365'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0375 ***********************************************************************
 QQ0375  DESIGNATION -  BOUNDARY MILEPOST 33 ND SD
 QQ0375  PID         -  QQ0375
 QQ0375  STATE/COUNTY-  ND/SARGENT
 QQ0375  USGS QUAD   -  CLAIRE CITY NW (1964)
 QQ0375
 QQ0375                         *CURRENT SURVEY CONTROL
 QQ0375  ___________________________________________________________________
 QQ0375* NAD 83(1996)-  45 56 06.85167(N)    097 14 24.87597(W)     ADJUSTED  
 QQ0375* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 QQ0375  ___________________________________________________________________
 QQ0375  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 QQ0375  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 QQ0375
 QQ0375  HORZ ORDER  -  FIRST
 QQ0375
 QQ0375.The horizontal coordinates were established by classical geodetic methods
 QQ0375.and adjusted by the National Geodetic Survey in January 1998..
 QQ0375
 QQ0375.The orthometric height was scaled from a topographic map.
 QQ0375
 QQ0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0375
 QQ0375.The geoid height was determined by GEOID03.
 QQ0375
 QQ0375;                    North         East     Units Scale Factor Converg.
 QQ0375;SPC ND S     -    35,098.690   852,748.057   MT  1.00005800   +2 22 39.4
 QQ0375;SPC ND S     -   115,153.18  2,797,729.85   iFT  1.00005800   +2 22 39.4
 QQ0375;SPC SD N     -   237,231.208   814,000.178   MT  1.00005838   +1 57 11.5
 QQ0375;SPC SD N     -   778,316.05  2,670,598.92   sFT  1.00005838   +1 57 11.5
 QQ0375;UTM  14      - 5,088,357.459   636,420.251   MT  0.99982879   +1 15 52.8
 QQ0375
 QQ0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0375!SPC ND S     -   0.99994505  x   1.00005800  =   1.00000304
 QQ0375!SPC SD N     -   0.99994505  x   1.00005838  =   1.00000342
 QQ0375!UTM  14      -   0.99994505  x   0.99982879  =   0.99977384
 QQ0375
 QQ0375:                Primary Azimuth Mark                     Grid Az
 QQ0375:SPC ND S     -  BOUNDARY MILEPOST 33 AZ MK               011 06 17.3
 QQ0375:SPC SD N     -  BOUNDARY MILEPOST 33 AZ MK               011 31 45.2
 QQ0375:UTM  14      -  BOUNDARY MILEPOST 33 AZ MK               012 13 03.9
 QQ0375
 QQ0375|---------------------------------------------------------------------|
 QQ0375| PID    Reference Object                     Distance      Geod. Az  |
 QQ0375|                                                           dddmmss.s |
 QQ0375| CO5209 BOUNDARY MILEPOST 33 AZ MK                         0132856.7 |
 QQ0375| CO5210 BOUNDARY MILEPOST 33 RM 1            63.069 METERS 04951     |
 QQ0375| QQ0364 MINNESOTA TWP ZION LUTH CH          APPROX.13.9 KM 0963535.0 |
 QQ0375| QQ0362 MINNESOTA TWP NORWEGIAN FR CH       APPROX.17.6 KM 1042819.1 |
 QQ0375| QQ0368 CLAIRE CITY CATH CH SPIRE           APPROX.13.9 KM 1361824.3 |
 QQ0375| QQ0391 PALESTINA CHURCH SPIRE              APPROX. 2.4 KM 2304428.0 |
 QQ0375| CO5211 BOUNDARY MILEPOST 33 RM 2            51.109 METERS 32458     |
 QQ0375| QQ0374 BERGEN ROMAN CATH CH SPIRE          APPROX. 2.6 KM 3431847.9 |
 QQ0375|---------------------------------------------------------------------|
 QQ0375
 QQ0375                          SUPERSEDED SURVEY CONTROL
 QQ0375
 QQ0375  NAD 83(1986)-  45 56 06.84887(N)    097 14 24.86792(W) AD(       ) 1
 QQ0375  NAD 27      -  45 56 06.99200(N)    097 14 23.53300(W) AD(       ) 1
 QQ0375
 QQ0375.Superseded values are not recommended for survey control.
 QQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0375.See file dsdata.txt to determine how the superseded data were derived.
 QQ0375
 QQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3642088357(NAD 83)
 QQ0375_MARKER: DS = TRIANGULATION STATION DISK
 QQ0375_SETTING: 0 = UNSPECIFIED SETTING
 QQ0375
 QQ0375  HISTORY     - Date     Condition        Report By
 QQ0375  HISTORY     - 1934     MONUMENTED       CGS
 QQ0375
 QQ0375                          STATION DESCRIPTION
 QQ0375
 QQ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0375'STATION IS IN THE SW 1/4 OF SEC. 24, T 129 N, R 53 W.  IT IS A
 QQ0375'STATE BOUNDARY MONUMENT ON THE NORTH DAKOTA-SOUTH DAKOTA LINE,
 QQ0375'ON LAND OWNED BY MR. JOHNSTON.  MARK IS A STANDARD TABLET SET IN
 QQ0375'TOP OF MILE POST 33, WHICH IS ABOUT 4 FEET ABOVE THE GROUND,
 QQ0375'MARKED N.D. OVER S.C. ON N SIDE, S.D. ON S SIDE, 33 OVER M ON E
 QQ0375'SIDE.  SET 121 FEET S OF CENTER LINE OF ROAD.
 QQ0375'
 QQ0375'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 QQ0375'CONCRETE.
 QQ0375'
 QQ0375'REFERENCE MARK NO. 1 IS NE OF STATION 206.92 FEET, ON N SIDE OF
 QQ0375'BOUNDARY ROAD, 15 FEET FROM CENTER LINE.
 QQ0375'
 QQ0375'REFERENCE MARK NO. 2 IS NW OF STATION 167.68 FEET ON N SIDE OF
 QQ0375'BOUNDARY ROAD, 15 FEET N OF CENTER LINE.
 QQ0375'
 QQ0375'AZIMUTH MARK IS NNW OF STATION ABOUT 1.6 MILES.  MARK IS REACHED
 QQ0375'FROM STATION BY GOING E ON BOUNDARY LINE ROAD 0.65 MILE TO
 QQ0375'SECTION-LINE ROAD.  THEN N 1.5 MILES TO 1/2 SECTION ROAD.  THENCE
 QQ0375'W 0.2 MILE TO MARK ON N SIDE OF ROAD SET IN E-W FENCE LINE.
 QQ0375'
 QQ0375'STATION REACHED FROM POST OFFICE, IN GENESEO BY GOING S ON GRAVELED
 QQ0375'ROAD 5.35 MILES, TURN RIGHT (W) AND GO 0.5 MILE, TURN LEFT (S),
 QQ0375'AND GO 4 MILES, THEN TURN LEFT (E) ON DIRT ROAD ALONG STATE
 QQ0375'BOUNDARY AND GO 2.45 MILES TO STATION ON S SIDE OF ROAD.
 QQ0375'
 QQ0375'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0472 ***********************************************************************
 QQ0472  DESIGNATION -  BOUNDARY MILEPOST 62 ND SD
 QQ0472  PID         -  QQ0472
 QQ0472  STATE/COUNTY-  ND/SARGENT
 QQ0472  USGS QUAD   -  NEWARK (1978)
 QQ0472
 QQ0472                         *CURRENT SURVEY CONTROL
 QQ0472  ___________________________________________________________________
 QQ0472* NAD 83(1996)-  45 56 08.23581(N)    097 50 30.86165(W)     ADJUSTED  
 QQ0472* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 QQ0472  ___________________________________________________________________
 QQ0472  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 QQ0472  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 QQ0472
 QQ0472  HORZ ORDER  -  FIRST
 QQ0472
 QQ0472.The horizontal coordinates were established by classical geodetic methods
 QQ0472.and adjusted by the National Geodetic Survey in January 1998..
 QQ0472
 QQ0472.The orthometric height was scaled from a topographic map.
 QQ0472
 QQ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0472
 QQ0472.The geoid height was determined by GEOID03.
 QQ0472
 QQ0472;                    North         East     Units Scale Factor Converg.
 QQ0472;SPC ND S     -    33,384.114   806,115.997   MT  1.00005789   +1 56 19.6
 QQ0472;SPC ND S     -   109,527.93  2,644,737.52   iFT  1.00005789   +1 56 19.6
 QQ0472;SPC SD N     -   235,856.806   767,356.822   MT  1.00005848   +1 31 38.5
 QQ0472;SPC SD N     -   773,806.87  2,517,569.84   sFT  1.00005848   +1 31 38.5
 QQ0472;UTM  14      - 5,087,546.596   589,777.651   MT  0.99969909   +0 49 56.0
 QQ0472
 QQ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0472!SPC ND S     -   0.99994139  x   1.00005789  =   0.99999927
 QQ0472!SPC SD N     -   0.99994139  x   1.00005848  =   0.99999986
 QQ0472!UTM  14      -   0.99994139  x   0.99969909  =   0.99964049
 QQ0472
 QQ0472|---------------------------------------------------------------------|
 QQ0472| PID    Reference Object                     Distance      Geod. Az  |
 QQ0472|                                                           dddmmss.s |
 QQ0472| CO5212 BOUNDARY MILEPOST 62 RM 1            46.253 METERS 01153     |
 QQ0472| QQ0476 BAUSCHER                            APPROX. 9.2 KM 2694309.5 |
 QQ0472| CO5213 BOUNDARY MILEPOST 62 RM 2            42.331 METERS 28634     |
 QQ0472|---------------------------------------------------------------------|
 QQ0472
 QQ0472                          SUPERSEDED SURVEY CONTROL
 QQ0472
 QQ0472  NAD 83(1986)-  45 56 08.23368(N)    097 50 30.86042(W) AD(       ) 1
 QQ0472  NAD 83(1986)-  45 56 08.23688(N)    097 50 30.86407(W) AD(       ) 1
 QQ0472  NAD 27      -  45 56 08.33300(N)    097 50 29.50200(W) AD(       ) 1
 QQ0472
 QQ0472.Superseded values are not recommended for survey control.
 QQ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0472.See file dsdata.txt to determine how the superseded data were derived.
 QQ0472
 QQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8977887547(NAD 83)
 QQ0472_MARKER: DS = TRIANGULATION STATION DISK
 QQ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0472_STAMPING: MP 62 1934
 QQ0472_MARK LOGO: CGS   
 QQ0472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QQ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0472
 QQ0472  HISTORY     - Date     Condition        Report By
 QQ0472  HISTORY     - 1934     MONUMENTED       CGS
 QQ0472  HISTORY     - 19830524 GOOD             NGS
 QQ0472
 QQ0472                          STATION DESCRIPTION
 QQ0472
 QQ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0472'STATION IS LOCATED IN THE SE CORNER SEC. 32, AND SW CORNER SEC.
 QQ0472'33, T 129 N, R 57 W, ABOUT 4.0 MILES S AND 3.0 MILES W OF
 QQ0472'BRAMPTON, AT INTERSECTION OF STATE LINE AND SECTION LINE, 28 FEET
 QQ0472'N OF FENCE.
 QQ0472'
 QQ0472'STATION MARK IS A STANDARD BRONZE TABLET SET IN TOP OF MILEPOST
 QQ0472'62, A 10- BY 10-INCH SQUARE RED GRANITE POST 40 INCHES HIGH.
 QQ0472'
 QQ0472'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 QQ0472'DESCRIBED.
 QQ0472'
 QQ0472'REFERENCE MARK NO. 1 IS LOCATED 151.75 FEET N BY E OF STATION,
 QQ0472'IN NORTH DAKOTA, 2 FEET W OF FENCE.
 QQ0472'
 QQ0472'REFERENCE MARK NO. 2 IS LOCATED 138.88 FEET W BY N OF STATION IN
 QQ0472'NORTH DAKOTA.
 QQ0472'
 QQ0472'NO UNDERGROUND MARK WAS SET.
 QQ0472'
 QQ0472'AZIMUTH MARK, A CROSS CHISELED IN TOP OF MILEPOST 61, A 10- BY
 QQ0472'10-INCH SQUARE RED GRANITE POST 40 INCHES HIGH, IS LOCATED 1.0
 QQ0472'MILE E OF STATION, 12 FEET N OF CENTER LINE OF ROAD ALONG STATE
 QQ0472'LINE.  TO REACH FROM STATION GO E 1.0 MILE TO MARK ON N SIDE.
 QQ0472'
 QQ0472'TO REACH STATION FROM SECTION CORNER AT S EDGE OF BRAMPTON, GO S
 QQ0472'ON GRAVEL ROAD 3.9 MILES, THENCE RIGHT W ALONG STATE LINE 3.0
 QQ0472'MILES TO MARK.
 QQ0472'
 QQ0472'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 QQ0472
 QQ0472                          STATION RECOVERY (1983)
 QQ0472
 QQ0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0472'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QQ0472'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS PROBABLY BEEN
 QQ0472'DESTROYED.  AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  THE STATION
 QQ0472'MARK IS LEANING SLIGHTLY TO THE WEST AND DISTANCES AND DIRECTIONS TO
 QQ0472'THE REFERENCE MARKS DID NOT AGREE REAL WELL WITH THE 1934 DATA.  A
 QQ0472'LONGER DISTANCE OF 0.037 M (0.121 FT) TO REFERENCE MARK 1 AND A
 QQ0472'SHORTER DISTANCE OF 0.073 M (0.240 FT) TO REFERENCE MARK 2 WAS NOTED,
 QQ0472'AND THE ANGLE BETWEEN THEM DIFFERED BY 3 MINUTES, 41 SECONDS.  NO OLD
 QQ0472'CHECK ANGLE STATIONS WERE VISIBLE FROM TRIPOD HEIGHT AND AN ASTRONOMIC
 QQ0472'AZIMUTH WAS OBSERVED TO AZIMUTH MARK 2.  NEW DESCRIPTIVE TEXT FOLLOWS.
 QQ0472'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTH-NORTHWEST OF
 QQ0472'BRITTON, SD, 10.5 KM (6.50 MI) EAST OF THE BROWN-MARSHALL COUNTY LINE,
 QQ0472'ON THE ND-SD STATE LINE.  TO REACH THE STATION FROM THE COURTHOUSE IN
 QQ0472'BRITTON, GO WEST ON HIGHWAY 10 FROM 4.5 KM (2.80 MI) TO A GRAVELED
 QQ0472'CROSSROAD.  TURN RIGHT, GO NORTH, 15.3 KM (9.50 MI) ALONG GRAVELED
 QQ0472'ROAD TO WHERE THE MAIN ROAD TURNS RIGHT. CONTINUE NORTH, ALONG TRACK
 QQ0472'ROAD, 0.8 KM (0.50 MI) TO A T INTERSECTION.  TURN LEFT, GO WEST, ALONG
 QQ0472'DIRT ROAD FOR 1.4 KM (0.85 MI) TO END OF DIRT ROAD.  CONTINUE WEST
 QQ0472'ALONG TRACK ROAD, BETWEEN TWO FENCE LINES, FOR 0.3 KM (0.20 MI) TO THE
 QQ0472'AZIMUTH MARK 2 ON THE LEFT.  CONTINUE WEST, ALONG TRACK ROAD, FOR 0.5
 QQ0472'KM (0.30 MI) TO THE STATION.  THE STATION IS A STANDARD CGS DISK
 QQ0472'STAMPED MP 62 1934 SET INTO THE TOP OF A BOUNDARY MILEPOST WHICH IS A
 QQ0472'RUST COLORED SQUARE GRANITE MONUMENT, 25 CM (10 INCHES) ON A SIDE AND
 QQ0472'PROJECTS 1 M (3.3 FT) (40 INCHES).  LOCATED 14.9 METERS (48.9 FT) SW
 QQ0472'FROM A FENCE CORNER.  8.8 METERS (28.9 FT) N FROM A FENCE ALONG SOUTH
 QQ0472'OF RIGHT-OF-WAY.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED
 QQ0472'MP 62 1934 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES 30
 QQ0472'CM IN DIAMETER RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 105
 QQ0472'FEET (32.0 M) N FROM A FENCE CORNER.  4 FEET (1.2 M) SSW FROM THE
 QQ0472'NINTH STEEL POST NORTH OF THE FENCE CORNER.  1 FEET (0.3 M) W FROM A
 QQ0472'METAL WITNESS POST IN THE FENCE LINE, AND 3 FEET (0.9 M) 0.9 METERS
 QQ0472'(3.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD
 QQ0472'CGS DISK STAMPED MP 62 NO 2 1934 SET INTO THE TOP OF A ROUND CONCRETE
 QQ0472'MONUMENT 12 INCHES (30 CM) IN DIAMETER RECESSED 6 INCHES (15 CM) BELOW
 QQ0472'THE GROUND.  LOCATED 20.7 METERS (67.9 FT) N FROM THE SOUTH
 QQ0472'RIGHT-OF-WAY FENCE.  3.4 METERS (11.2 FT) N FROM THE CENTER OF THE
 QQ0472'TRACK ROAD.  0.3 METERS (1.0 FT) E FROM A METAL WITNESS POST, AND 3
 QQ0472'FEET (0.9 M) 0.9 METERS (3.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK
 QQ0472'NO 2 IS A STANDARD NGS DISK STAMPED BOUNDARY MILEPOST 62 1934 NO 2
 QQ0472'1983 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM)
 QQ0472'IN DIAMETER, PROJECTING 4 INCHES (10 CM).  LOCATED 15.5 METERS (50.9
 QQ0472'FT) NW FROM THE WEST POST OF A GATE.  11.0 METERS (36.1 FT) S FROM A
 QQ0472'FENCE.  8.0 METERS (26.2 FT) N FROM A METAL WITNESS POST IN A FENCE.
 QQ0472'2.1 METERS (6.9 FT) S FROM THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0750 ***********************************************************************
 TH0750  DESIGNATION -  BOUNDARY MON 584 CD US
 TH0750  PID         -  TH0750
 TH0750  STATE/COUNTY-  ND/DIVIDE
 TH0750  USGS QUAD   -  WESTBY NORTH (1983)
 TH0750
 TH0750                         *CURRENT SURVEY CONTROL
 TH0750  ___________________________________________________________________
 TH0750* NAD 83(1996)-  48 59 59.46775(N)    104 01 02.82311(W)     ADJUSTED  
 TH0750* NAVD 88     -       676.9    (meters)    2221.     (feet)  GPS OBS   
 TH0750  ___________________________________________________________________
 TH0750  X           -  -1,015,588.348 (meters)                     COMP
 TH0750  Y           -  -4,068,023.628 (meters)                     COMP
 TH0750  Z           -   4,791,044.739 (meters)                     COMP
 TH0750  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TH0750  ELLIP HEIGHT-         658.24  (meters)          (04/10/03) GPS OBS
 TH0750  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TH0750
 TH0750  HORZ ORDER  -  FIRST
 TH0750  ELLP ORDER  -  FOURTH    CLASS II
 TH0750
 TH0750.The horizontal coordinates were established by GPS observations
 TH0750.and adjusted by the National Geodetic Survey in May 2001..
 TH0750
 TH0750.The orthometric height was determined by GPS observations and a
 TH0750.high-resolution geoid model.
 TH0750
 TH0750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TH0750
 TH0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0750
 TH0750.The ellipsoidal height was determined by GPS observations
 TH0750.and is referenced to NAD 83.
 TH0750
 TH0750.The geoid height was determined by GEOID03.
 TH0750
 TH0750;                    North         East     Units Scale Factor Converg.
 TH0750;SPC ND N     -   228,239.688   342,694.151   MT  1.00006379   -2 37 02.8
 TH0750;SPC ND N     -   748,817.87  1,124,324.64   iFT  1.00006379   -2 37 02.8
 TH0750;UTM  13      - 5,427,904.421   571,865.851   MT  0.99966345   +0 44 29.6
 TH0750
 TH0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0750!SPC ND N     -   0.99989686  x   1.00006379  =   0.99996064
 TH0750!UTM  13      -   0.99989686  x   0.99966345  =   0.99956034
 TH0750
 TH0750:                Primary Azimuth Mark                     Grid Az
 TH0750:SPC ND N     -  BOUNDARY MON 585 CD US                   092 44 46.7
 TH0750:UTM  13      -  BOUNDARY MON 585 CD US                   089 23 14.3
 TH0750
 TH0750|---------------------------------------------------------------------|
 TH0750| PID    Reference Object                     Distance      Geod. Az  |
 TH0750|                                                           dddmmss.s |
 TH0750| TH0870 BOUNDARY MON 585 CD US              APPROX. 1.3 KM 0900743.9 |
 TH0750|---------------------------------------------------------------------|
 TH0750
 TH0750                          SUPERSEDED SURVEY CONTROL
 TH0750
 TH0750  ELLIP H (05/11/01)  658.24   (m)                       GP(       ) 4 1
 TH0750  NAD 83(1996)-  48 59 59.46709(N)    104 01 02.82336(W) AD(       ) 1
 TH0750  ELLIP H (05/18/00)  658.34   (m)                       GP(       ) 2 2
 TH0750  NAD 83(1996)-  48 59 59.46927(N)    104 01 02.81414(W) AD(       ) 1
 TH0750  NAD 83(1996)-  48 59 59.47084(N)    104 01 02.81381(W) AD(       ) 1
 TH0750  ELLIP H (07/28/92)  658.22   (m)                       GP(       ) 5 1
 TH0750  NAD 83(1986)-  48 59 59.47064(N)    104 01 02.81444(W) AD(       ) 1
 TH0750  NGVD 29 (08/25/89)  676.5    (m)         2219.     (f) GPS OBS        
 TH0750
 TH0750.Superseded values are not recommended for survey control.
 TH0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0750.See file dsdata.txt to determine how the superseded data were derived.
 TH0750
 TH0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ7186627904(NAD 83)
 TH0750_MARKER: DU = BOUNDARY MARKER
 TH0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TH0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TH0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0750+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 TH0750
 TH0750  HISTORY     - Date     Condition        Report By
 TH0750  HISTORY     - 1911     MONUMENTED       IBC
 TH0750  HISTORY     - 1911     GOOD             IBC
 TH0750  HISTORY     - 1975     GOOD             IBC
 TH0750  HISTORY     - 19880902 GOOD             NGS
 TH0750  HISTORY     - 19930713 GOOD             IBC
 TH0750
 TH0750                          STATION DESCRIPTION
 TH0750
 TH0750'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TH0750'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TH0750'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TH0750'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TH0750'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TH0750'
 TH0750'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TH0750'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TH0750'---OCTOBER 20, 1818---.
 TH0750'
 TH0750'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TH0750'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TH0750'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TH0750'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TH0750'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TH0750'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TH0750'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TH0750'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TH0750'
 TH0750'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TH0750'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TH0750'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TH0750'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TH0750'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TH0750'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TH0750'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TH0750'AND---CANADA---ON THE WEST SIDE.
 TH0750'
 TH0750'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TH0750'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TH0750'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TH0750'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TH0750'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TH0750
 TH0750                          STATION RECOVERY (1911)
 TH0750
 TH0750'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TH0750'RECOVERED IN GOOD CONDITION.
 TH0750
 TH0750                          STATION RECOVERY (1975)
 TH0750
 TH0750'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TH0750'RECOVERED IN GOOD CONDITION.
 TH0750
 TH0750                          STATION RECOVERY (1988)
 TH0750
 TH0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TH0750'THE MONUMENT IS LOCATED ABOUT 15.2 KM (9.45 MI) WEST OF THE FORTUNA,
 TH0750'NORTH DAKOTA - OUNGRE, SASKATCHEWAN BORDER CROSSING, 14.88 KM
 TH0750'(9.25 MI) NORTH-NORTHWEST OF WESTBY, MONTANA AND ABOUT 2.4 KM
 TH0750'(1.50 MI) EAST OF THE MONTANA - NORTH DAKOTA STATE LINE.
 TH0750'TO REACH THE MONUMENT FROM THE MONTANA - NORTH DAKOTA STATE LINE AT
 TH0750'THE EAST EDGE OF WESTBY, GO EAST ON STATE HIGHWAY 5 FOR 3.5 KM
 TH0750'(2.15 MI) TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 TH0750'GRAVEL ROAD FOR 10.05 KM (6.25 MI) TO WHERE THE GRAVEL ROAD TURNS
 TH0750'LEFT AND A TRACK ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT
 TH0750'AHEAD ON THE TRACK ROAK FOR 2.01 KM (1.25 MI) TO A FENCE AT THE
 TH0750'BOUNDARY.  TURN LEFT AND GO WEST ALONG THE BOUNDARY FOR 0.40 KM
 TH0750'(0.25 MI) TO THE MONUMENT.
 TH0750'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.42 M
 TH0750'(4.7 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TH0750'PROJECTS ABOUT 0.05 M (0.2 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TH0750'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TH0750'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TH0750'SOUTH SIDE, AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --584-- IS
 TH0750'DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TH0750'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TH0750'TYPED BY E.A.R.
 TH0750
 TH0750                          STATION RECOVERY (1993)
 TH0750
 TH0750'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1993 (MDC)
 TH0750'THE MONUMENT WAS RECOVERED IN FAIR CONDITION.  THE BENCH MARK IN THE
 TH0750'TOP OF THE SOUTH SIDE OF THE BASE WAS FOUND TO HAVE BEEN REMOVED BY A
 TH0750'PERSON OR PERSONS UNKNOWN.  IN 1988, THIS MONUMENT WAS OCCUPIED BY
 TH0750'GPS.  THE POINT OCCUPIED WAS THE APEX OF THE OBELISK.  THE APEX OF THE
 TH0750'ORIGINAL MONUMENT WAS HELD WITH TWO THEODOLITES SET 90 DEGREES TO ONE
 TH0750'ANOTHER.  THE ORIGINAL CAST IRON OBELISK WAS THEN REMOVED AND SET IN A
 TH0750'NEW CONCRETE BASE.  DIFFERENTIAL LEVELING WAS PERFORMED FROM THE HOLE
 TH0750'WHERE THE BENCH MARK USED TO BE AND TOP OF THE OLD OBELISK TO THE TOP
 TH0750'OF THE RENEWED OBELISK.  THE OBELISK WAS PAINTED WITH ALUMINUM PAINT
 TH0750'AND THE TOP OF THE BASE OF THE NEW MONUMENT WAS GIVEN A COAT OF UNITEX
 TH0750'CLEAR ACRYLIC CURE.
 TH0750'THE MONUMENT IS LOCATED ABOUT 9 1/2 MILES WEST OF THE FORTUNA, NORTH
 TH0750'DAKOTA - OUNGRE, SASKATCHEWAN BORDER CROSSING, 9 1/4 MILES
 TH0750'NORTH-NORTHEAST OF WESTBY, MONTANA AND ABOUT 1 1/2 MILES EAST OF THE
 TH0750'MONTANA - NORTH DAKOTA STATE LINE.
 TH0750'TO REACH THE MONUMENT FROM THE POST OFFICE IN WESTBY, MONTANA, GO
 TH0750'NORTH ON STATE HIGHWAY 5 FOR 0.15 MILE (0.24 KM) TO WHERE THE HIGHWAY
 TH0750'TURNS RIGHT AND GOES EAST.  TURN RIGHT AND GO EAST FOR 2.2 MILES (3.5
 TH0750'KM) TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE GRAVEL
 TH0750'ROAD FOR 6.25 MILES (10.06 KM) TO WHERE THE GRAVEL ROAD TURNS LEFT AND
 TH0750'A TRACK ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON THE
 TH0750'TRACK ROAD FOR 1.25 MILES (2.01 KM) TO A FENCE AT THE BOUNDARY.  TURN
 TH0750'LEFT AND GO WEST ALONG THE BOUNDARY FOR 0.25 MILE (0.40 KM) TO THE
 TH0750'MONUMENT.
 TH0750'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.26 METERS
 TH0750'(4.13 FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE THAT PROJECTS
 TH0750'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE BASE OF THE MONUMENT IS
 TH0750'3 FEET (0.9 M) (0.9 MT) SQUARE AT THE TOP, 3 1/2 FEET SQUARE AT THE
 TH0750'BOTTOM AND EXTENDS 6 FEET (1.8 M) (1.8 MT) BELOW THE SURFACE OF THE
 TH0750'GROUND.
 TH0750'INSCRIBED ON THE OBELISK IN RAISED CAST LETTERS IS ---CONVENTION OF
 TH0750'1818---, ON THE EAST SIDE, ---TREATY OF 1908---, ON THE WEST SIDE,
 TH0750'---UNITED STATES---, ON THE SOUTH SIDE, AND, ---CANADA---, ON THE
 TH0750'NORTH SIDE.  THE NUMBER, 584, IS OUTLINED WITH DRILL HOLES NEAR THE
 TH0750'TOP OF THE EAST SIDE OF THE OBELISK.  ---RENEWED 1993--- IS IMPRINTED
 TH0750'IN THE TOP OF THE EAST SIDE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1978 ***********************************************************************
 TG1978  DESIGNATION -  BOUNDARY MON 586 CD US
 TG1978  PID         -  TG1978
 TG1978  STATE/COUNTY-  ND/DIVIDE
 TG1978  USGS QUAD   -  SKJERMO LAKE (1983)
 TG1978
 TG1978                         *CURRENT SURVEY CONTROL
 TG1978  ___________________________________________________________________
 TG1978* NAD 83(1996)-  48 59 59.22319(N)    103 58 24.29407(W)     ADJUSTED  
 TG1978* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 TG1978  ___________________________________________________________________
 TG1978  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TG1978  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG1978
 TG1978  HORZ ORDER  -  THIRD
 TG1978
 TG1978.The horizontal coordinates were established by classical geodetic methods
 TG1978.and adjusted by the National Geodetic Survey in January 1998..
 TG1978
 TG1978.The orthometric height was scaled from a topographic map.
 TG1978
 TG1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1978
 TG1978.The geoid height was determined by GEOID03.
 TG1978
 TG1978;                    North         East     Units Scale Factor Converg.
 TG1978;SPC ND N     -   228,085.903   345,912.887   MT  1.00006377   -2 35 04.9
 TG1978;SPC ND N     -   748,313.33  1,134,884.80   iFT  1.00006377   -2 35 04.9
 TG1978;SPC MT       -   542,104.337 1,004,056.364   MT  0.99999987   +4 02 33.8
 TG1978;SPC MT       - 1,778,557.54  3,294,148.18   iFT  0.99999987   +4 02 33.8
 TG1978;UTM  13      - 5,427,939.492   575,086.787   MT  0.99966926   +0 46 29.3
 TG1978
 TG1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1978!SPC ND N     -   0.99989771  x   1.00006377  =   0.99996147
 TG1978!SPC MT       -   0.99989771  x   0.99999987  =   0.99989758
 TG1978!UTM  13      -   0.99989771  x   0.99966926  =   0.99956700
 TG1978
 TG1978:                Primary Azimuth Mark                     Grid Az
 TG1978:SPC ND N     -  FINE                                     177 39 15.0
 TG1978:SPC MT       -  FINE                                     171 01 36.3
 TG1978:UTM  13      -  FINE                                     174 17 40.8
 TG1978
 TG1978|---------------------------------------------------------------------|
 TG1978| PID    Reference Object                     Distance      Geod. Az  |
 TG1978|                                                           dddmmss.s |
 TG1978| TG1956 FINE                                APPROX. 4.5 KM 1750410.1 |
 TG1978|---------------------------------------------------------------------|
 TG1978
 TG1978                          SUPERSEDED SURVEY CONTROL
 TG1978
 TG1978  NAD 83(1986)-  48 59 59.22525(N)    103 58 24.29386(W) AD(       ) 3
 TG1978
 TG1978.Superseded values are not recommended for survey control.
 TG1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1978.See file dsdata.txt to determine how the superseded data were derived.
 TG1978
 TG1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ7508727939(NAD 83)
 TG1978_MARKER: Z = SEE DESCRIPTION
 TG1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1978+STABILITY: SURFACE MOTION
 TG1978
 TG1978  HISTORY     - Date     Condition        Report By
 TG1978  HISTORY     - 1911     MONUMENTED       IBC
 TG1978  HISTORY     - 1975     GOOD             IBC
 TG1978
 TG1978                          STATION DESCRIPTION
 TG1978
 TG1978'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1978'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1978'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1978'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1978'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1978'
 TG1978'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1978'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1978'---OCTOBER 20, 1818---.
 TG1978'
 TG1978'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1978'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1978'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1978'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1978'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1978'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1978'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1978'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1978'
 TG1978'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1978'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1978'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1978'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1978'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1978'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1978'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1978'AND---CANADA---ON THE WEST SIDE.
 TG1978'
 TG1978'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1978'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1978'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1978'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1978'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1978
 TG1978                          STATION RECOVERY (1975)
 TG1978
 TG1978'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1979 ***********************************************************************
 TG1979  DESIGNATION -  BOUNDARY MON 587 CD US
 TG1979  PID         -  TG1979
 TG1979  STATE/COUNTY-  ND/DIVIDE
 TG1979  USGS QUAD   -  SKJERMO LAKE (1983)
 TG1979
 TG1979                         *CURRENT SURVEY CONTROL
 TG1979  ___________________________________________________________________
 TG1979* NAD 83(1996)-  48 59 59.01203(N)    103 55 59.22100(W)     ADJUSTED  
 TG1979* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 TG1979  ___________________________________________________________________
 TG1979  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 TG1979  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG1979
 TG1979  HORZ ORDER  -  THIRD
 TG1979
 TG1979.The horizontal coordinates were established by classical geodetic methods
 TG1979.and adjusted by the National Geodetic Survey in January 1998..
 TG1979.No horizontal observational check was made to the station.
 TG1979
 TG1979.The orthometric height was scaled from a topographic map.
 TG1979
 TG1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1979
 TG1979.The geoid height was determined by GEOID03.
 TG1979
 TG1979;                    North         East     Units Scale Factor Converg.
 TG1979;SPC ND N     -   227,947.174   348,858.514   MT  1.00006376   -2 33 16.9
 TG1979;SPC ND N     -   747,858.18  1,144,548.93   iFT  1.00006376   -2 33 16.9
 TG1979;SPC MT       -   542,306.470 1,006,998.131   MT  0.99999983   +4 04 19.9
 TG1979;SPC MT       - 1,779,220.70  3,303,799.64   iFT  0.99999983   +4 04 19.9
 TG1979;UTM  13      - 5,427,973.615   578,034.327   MT  0.99967481   +0 48 18.8
 TG1979
 TG1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1979!SPC ND N     -   0.99989745  x   1.00006376  =   0.99996120
 TG1979!SPC MT       -   0.99989745  x   0.99999983  =   0.99989728
 TG1979!UTM  13      -   0.99989745  x   0.99967481  =   0.99957229
 TG1979
 TG1979                          SUPERSEDED SURVEY CONTROL
 TG1979
 TG1979  NAD 83(1986)-  48 59 59.01821(N)    103 55 59.22027(W) AD(       ) 3
 TG1979
 TG1979.Superseded values are not recommended for survey control.
 TG1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1979.See file dsdata.txt to determine how the superseded data were derived.
 TG1979
 TG1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ7803427974(NAD 83)
 TG1979_MARKER: Z = SEE DESCRIPTION
 TG1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1979+STABILITY: SURFACE MOTION
 TG1979
 TG1979  HISTORY     - Date     Condition        Report By
 TG1979  HISTORY     - 1911     MONUMENTED       IBC
 TG1979  HISTORY     - 1975     GOOD             IBC
 TG1979
 TG1979                          STATION DESCRIPTION
 TG1979
 TG1979'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1979'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1979'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1979'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1979'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1979'
 TG1979'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1979'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1979'---OCTOBER 20, 1818---.
 TG1979'
 TG1979'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1979'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1979'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1979'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1979'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1979'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1979'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1979'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1979'
 TG1979'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1979'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1979'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1979'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1979'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1979'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1979'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1979'AND---CANADA---ON THE WEST SIDE.
 TG1979'
 TG1979'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1979'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1979'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1979'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1979'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1979
 TG1979                          STATION RECOVERY (1975)
 TG1979
 TG1979'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1981 ***********************************************************************
 TG1981  DESIGNATION -  BOUNDARY MON 588 CD US
 TG1981  PID         -  TG1981
 TG1981  STATE/COUNTY-  ND/DIVIDE
 TG1981  USGS QUAD   -  SKJERMO LAKE (1983)
 TG1981
 TG1981                         *CURRENT SURVEY CONTROL
 TG1981  ___________________________________________________________________
 TG1981* NAD 83(1996)-  48 59 58.81959(N)    103 53 36.06374(W)     ADJUSTED  
 TG1981* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 TG1981  ___________________________________________________________________
 TG1981  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 TG1981  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG1981
 TG1981  HORZ ORDER  -  THIRD
 TG1981
 TG1981.The horizontal coordinates were established by classical geodetic methods
 TG1981.and adjusted by the National Geodetic Survey in January 1998..
 TG1981.No horizontal observational check was made to the station.
 TG1981
 TG1981.The orthometric height was scaled from a topographic map.
 TG1981
 TG1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1981
 TG1981.The geoid height was determined by GEOID03.
 TG1981
 TG1981;                    North         East     Units Scale Factor Converg.
 TG1981;SPC ND N     -   227,812.281   351,765.338   MT  1.00006374   -2 31 30.4
 TG1981;SPC ND N     -   747,415.62  1,154,085.75   iFT  1.00006374   -2 31 30.4
 TG1981;SPC MT       -   542,507.910 1,009,900.916   MT  0.99999980   +4 06 04.6
 TG1981;SPC MT       - 1,779,881.59  3,313,323.22   iFT  0.99999980   +4 06 04.6
 TG1981;UTM  13      - 5,428,009.313   580,942.936   MT  0.99968049   +0 50 06.9
 TG1981
 TG1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1981!SPC ND N     -   0.99989567  x   1.00006374  =   0.99995941
 TG1981!SPC MT       -   0.99989567  x   0.99999980  =   0.99989547
 TG1981!UTM  13      -   0.99989567  x   0.99968049  =   0.99957620
 TG1981
 TG1981                          SUPERSEDED SURVEY CONTROL
 TG1981
 TG1981  NAD 83(1986)-  48 59 58.82226(N)    103 53 36.06288(W) AD(       ) 3
 TG1981
 TG1981.Superseded values are not recommended for survey control.
 TG1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1981.See file dsdata.txt to determine how the superseded data were derived.
 TG1981
 TG1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8094328009(NAD 83)
 TG1981_MARKER: Z = SEE DESCRIPTION
 TG1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1981+STABILITY: SURFACE MOTION
 TG1981
 TG1981  HISTORY     - Date     Condition        Report By
 TG1981  HISTORY     - 1911     MONUMENTED       IBC
 TG1981  HISTORY     - 1975     GOOD             IBC
 TG1981
 TG1981                          STATION DESCRIPTION
 TG1981
 TG1981'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1981'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1981'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1981'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1981'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1981'
 TG1981'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1981'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1981'---OCTOBER 20, 1818---.
 TG1981'
 TG1981'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1981'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1981'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1981'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1981'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1981'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1981'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1981'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1981'
 TG1981'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1981'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1981'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1981'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1981'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1981'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1981'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1981'AND---CANADA---ON THE WEST SIDE.
 TG1981'
 TG1981'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1981'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1981'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1981'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1981'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1981
 TG1981                          STATION RECOVERY (1975)
 TG1981
 TG1981'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1983 ***********************************************************************
 TG1983  DESIGNATION -  BOUNDARY MON 589 CD US
 TG1983  PID         -  TG1983
 TG1983  STATE/COUNTY-  ND/DIVIDE
 TG1983  USGS QUAD   -  FORTUNA (1983)
 TG1983
 TG1983                         *CURRENT SURVEY CONTROL
 TG1983  ___________________________________________________________________
 TG1983* NAD 83(1996)-  48 59 58.61141(N)    103 51 04.08411(W)     ADJUSTED  
 TG1983* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 TG1983  ___________________________________________________________________
 TG1983  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TG1983  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG1983
 TG1983  HORZ ORDER  -  THIRD
 TG1983
 TG1983.The horizontal coordinates were established by classical geodetic methods
 TG1983.and adjusted by the National Geodetic Survey in January 1998..
 TG1983
 TG1983.The orthometric height was scaled from a topographic map.
 TG1983
 TG1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1983
 TG1983.The geoid height was determined by GEOID03.
 TG1983
 TG1983;                    North         East     Units Scale Factor Converg.
 TG1983;SPC ND N     -   227,670.597   354,851.374   MT  1.00006373   -2 29 37.3
 TG1983;SPC ND N     -   746,950.78  1,164,210.54   iFT  1.00006373   -2 29 37.3
 TG1983;UTM  13      - 5,428,048.760   584,030.797   MT  0.99968674   +0 52 01.6
 TG1983
 TG1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1983!SPC ND N     -   0.99989184  x   1.00006373  =   0.99995556
 TG1983!UTM  13      -   0.99989184  x   0.99968674  =   0.99957861
 TG1983
 TG1983:                Primary Azimuth Mark                     Grid Az
 TG1983:SPC ND N     -  BOUNDARY MON 590 CD US                   092 35 49.4
 TG1983:UTM  13      -  BOUNDARY MON 590 CD US                   089 14 10.5
 TG1983
 TG1983|---------------------------------------------------------------------|
 TG1983| PID    Reference Object                     Distance      Geod. Az  |
 TG1983|                                                           dddmmss.s |
 TG1983| TG1984 BOUNDARY MON 590 CD US              APPROX. 2.7 KM 0900612.1 |
 TG1983| TG1959 FLEW                                154.037 METERS 30141     |
 TG1983|---------------------------------------------------------------------|
 TG1983
 TG1983                          SUPERSEDED SURVEY CONTROL
 TG1983
 TG1983  NAD 83(1986)-  48 59 58.61432(N)    103 51 04.08148(W) AD(       ) 3
 TG1983
 TG1983.Superseded values are not recommended for survey control.
 TG1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1983.See file dsdata.txt to determine how the superseded data were derived.
 TG1983
 TG1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8403128049(NAD 83)
 TG1983_MARKER: Z = SEE DESCRIPTION
 TG1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1983_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1983+STABILITY: SURFACE MOTION
 TG1983
 TG1983  HISTORY     - Date     Condition        Report By
 TG1983  HISTORY     - 1911     MONUMENTED       IBC
 TG1983  HISTORY     - 1975     GOOD             IBC
 TG1983
 TG1983                          STATION DESCRIPTION
 TG1983
 TG1983'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1983'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1983'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1983'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1983'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1983'
 TG1983'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1983'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1983'---OCTOBER 20, 1818---.
 TG1983'
 TG1983'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1983'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1983'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1983'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1983'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1983'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1983'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1983'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1983'
 TG1983'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1983'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1983'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1983'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1983'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1983'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1983'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1983'AND---CANADA---ON THE WEST SIDE.
 TG1983'
 TG1983'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1983'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1983'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1983'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1983'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1983
 TG1983                          STATION RECOVERY (1975)
 TG1983
 TG1983'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1985 ***********************************************************************
 TG1985  DESIGNATION -  BOUNDARY MON 590 A
 TG1985  PID         -  TG1985
 TG1985  STATE/COUNTY-  ND/DIVIDE
 TG1985  USGS QUAD   -  FORTUNA (1983)
 TG1985
 TG1985                         *CURRENT SURVEY CONTROL
 TG1985  ___________________________________________________________________
 TG1985* NAD 83(1996)-  48 59 58.41183(N)    103 48 34.86137(W)     ADJUSTED  
 TG1985* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 TG1985  ___________________________________________________________________
 TG1985  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TG1985  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG1985
 TG1985  HORZ ORDER  -  THIRD
 TG1985
 TG1985.The horizontal coordinates were established by classical geodetic methods
 TG1985.and adjusted by the National Geodetic Survey in January 1998..
 TG1985
 TG1985.The orthometric height was scaled from a topographic map.
 TG1985
 TG1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1985
 TG1985.The geoid height was determined by GEOID03.
 TG1985
 TG1985;                    North         East     Units Scale Factor Converg.
 TG1985;SPC ND N     -   227,533.278   357,881.515   MT  1.00006371   -2 27 46.2
 TG1985;SPC ND N     -   746,500.26  1,174,151.95   iFT  1.00006371   -2 27 46.2
 TG1985;UTM  13      - 5,428,089.310   587,062.643   MT  0.99969312   +0 53 54.2
 TG1985
 TG1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1985!SPC ND N     -   0.99989238  x   1.00006371  =   0.99995609
 TG1985!UTM  13      -   0.99989238  x   0.99969312  =   0.99958554
 TG1985
 TG1985                          SUPERSEDED SURVEY CONTROL
 TG1985
 TG1985  NAD 83(1986)-  48 59 58.41488(N)    103 48 34.85738(W) AD(       ) 3
 TG1985
 TG1985.Superseded values are not recommended for survey control.
 TG1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1985.See file dsdata.txt to determine how the superseded data were derived.
 TG1985
 TG1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8706328089(NAD 83)
 TG1985_MARKER: U = CONCRETE POST
 TG1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1985+STABILITY: SURFACE MOTION
 TG1985
 TG1985  HISTORY     - Date     Condition        Report By
 TG1985  HISTORY     - 1945     MONUMENTED       IBC
 TG1985  HISTORY     - 1956     GOOD             IBC
 TG1985  HISTORY     - 1965     GOOD             IBC
 TG1985  HISTORY     - 1971     GOOD             IBC
 TG1985  HISTORY     - 1975     GOOD             IBC
 TG1985
 TG1985                          STATION DESCRIPTION
 TG1985
 TG1985'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TG1985'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TG1985'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TG1985'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TG1985'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TG1985'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TG1985'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TG1985'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TG1985'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TG1985'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TG1985'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TG1985'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TG1985'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TG1985'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TG1985'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TG1985'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TG1985'CONCRETE.
 TG1985'
 TG1985'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TG1985'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TG1985'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TG1985'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TG1985'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TG1985'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TG1985'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TG1985'590 AND 591, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TG1985'CROSSING OF THE HIGHWAY BETWEEN FORTUNA, NORTH DAKOTA, AND OUNGRE,
 TG1985'SASKATCHEWAN.  THIS HIGWAY IS DESIGNATED US 85 - SASKATCHEWAN 35.
 TG1985
 TG1985                          STATION RECOVERY (1956)
 TG1985
 TG1985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TG1985'RECOVERED IN GOOD CONDITION.
 TG1985
 TG1985                          STATION RECOVERY (1965)
 TG1985
 TG1985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TG1985'RECOVERED IN GOOD CONDITION.
 TG1985
 TG1985                          STATION RECOVERY (1971)
 TG1985
 TG1985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG1985'RECOVERED IN GOOD CONDITION.
 TG1985
 TG1985                          STATION RECOVERY (1975)
 TG1985
 TG1985'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1986 ***********************************************************************
 TG1986  DESIGNATION -  BOUNDARY MON 590 B
 TG1986  PID         -  TG1986
 TG1986  STATE/COUNTY-  ND/DIVIDE
 TG1986  USGS QUAD   -  FORTUNA (1983)
 TG1986
 TG1986                         *CURRENT SURVEY CONTROL
 TG1986  ___________________________________________________________________
 TG1986* NAD 83(1996)-  48 59 58.40993(N)    103 48 33.33216(W)     ADJUSTED  
 TG1986* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 TG1986  ___________________________________________________________________
 TG1986  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TG1986  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG1986
 TG1986  HORZ ORDER  -  THIRD
 TG1986
 TG1986.The horizontal coordinates were established by classical geodetic methods
 TG1986.and adjusted by the National Geodetic Survey in January 1998..
 TG1986
 TG1986.The orthometric height was scaled from a topographic map.
 TG1986
 TG1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1986
 TG1986.The geoid height was determined by GEOID03.
 TG1986
 TG1986;                    North         East     Units Scale Factor Converg.
 TG1986;SPC ND N     -   227,531.883   357,912.568   MT  1.00006371   -2 27 45.1
 TG1986;SPC ND N     -   746,495.68  1,174,253.83   iFT  1.00006371   -2 27 45.1
 TG1986;UTM  13      - 5,428,089.739   587,093.713   MT  0.99969318   +0 53 55.4
 TG1986
 TG1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1986!SPC ND N     -   0.99989270  x   1.00006371  =   0.99995640
 TG1986!UTM  13      -   0.99989270  x   0.99969318  =   0.99958591
 TG1986
 TG1986:                Primary Azimuth Mark                     Grid Az
 TG1986:SPC ND N     -  BOUNDARY MON 591 CD US                   092 34 11.1
 TG1986:UTM  13      -  BOUNDARY MON 591 CD US                   089 12 30.6
 TG1986
 TG1986|---------------------------------------------------------------------|
 TG1986| PID    Reference Object                     Distance      Geod. Az  |
 TG1986|                                                           dddmmss.s |
 TG1986| TG1928 BOUNDARY MON 591 CD US              APPROX. 2.7 KM 0900626.0 |
 TG1986| TG1985 BOUNDARY MON 590 A                   31.082 METERS 27007     |
 TG1986|---------------------------------------------------------------------|
 TG1986
 TG1986                          SUPERSEDED SURVEY CONTROL
 TG1986
 TG1986  NAD 83(1986)-  48 59 58.41299(N)    103 48 33.32816(W) AD(       ) 3
 TG1986
 TG1986.Superseded values are not recommended for survey control.
 TG1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1986.See file dsdata.txt to determine how the superseded data were derived.
 TG1986
 TG1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8709428090(NAD 83)
 TG1986_MARKER: U = CONCRETE POST
 TG1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1986+STABILITY: SURFACE MOTION
 TG1986
 TG1986  HISTORY     - Date     Condition        Report By
 TG1986  HISTORY     - 1945     MONUMENTED       IBC
 TG1986  HISTORY     - 1956     GOOD             IBC
 TG1986  HISTORY     - 1965     GOOD             IBC
 TG1986  HISTORY     - 1971     GOOD             IBC
 TG1986  HISTORY     - 1975     GOOD             IBC
 TG1986
 TG1986                          STATION DESCRIPTION
 TG1986
 TG1986'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1945 (NWS)
 TG1986'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TG1986'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TG1986'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TG1986'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TG1986'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TG1986'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TG1986'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TG1986'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TG1986'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TG1986'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TG1986'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TG1986'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TG1986'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TG1986'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TG1986'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TG1986'CONCRETE.
 TG1986'
 TG1986'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TG1986'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TG1986'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TG1986'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TG1986'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TG1986'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TG1986'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TG1986'590 AND 591, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TG1986'CROSSING OF THE HIGHWAY BETWEEN FORTUNA, NORTH DAKOTA, AND OUNGRE,
 TG1986'SASKATCHEWAN.  THIS HIGWAY IS DESIGNATED US 85 - SASKATCHEWAN 35.
 TG1986
 TG1986                          STATION RECOVERY (1956)
 TG1986
 TG1986'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TG1986'RECOVERED IN GOOD CONDITION.
 TG1986
 TG1986                          STATION RECOVERY (1965)
 TG1986
 TG1986'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TG1986'RECOVERED IN GOOD CONDITION.
 TG1986
 TG1986                          STATION RECOVERY (1971)
 TG1986
 TG1986'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG1986'RECOVERED IN GOOD CONDITION.
 TG1986
 TG1986                          STATION RECOVERY (1975)
 TG1986
 TG1986'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1984 ***********************************************************************
 TG1984  DESIGNATION -  BOUNDARY MON 590 CD US
 TG1984  PID         -  TG1984
 TG1984  STATE/COUNTY-  ND/DIVIDE
 TG1984  USGS QUAD   -  FORTUNA (1983)
 TG1984
 TG1984                         *CURRENT SURVEY CONTROL
 TG1984  ___________________________________________________________________
 TG1984* NAD 83(1996)-  48 59 58.42891(N)    103 48 48.87320(W)     ADJUSTED  
 TG1984* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 TG1984  ___________________________________________________________________
 TG1984  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TG1984  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG1984
 TG1984  HORZ ORDER  -  THIRD
 TG1984
 TG1984.The horizontal coordinates were established by classical geodetic methods
 TG1984.and adjusted by the National Geodetic Survey in January 1998..
 TG1984
 TG1984.The orthometric height was scaled from a topographic map.
 TG1984
 TG1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1984
 TG1984.The geoid height was determined by GEOID03.
 TG1984
 TG1984;                    North         East     Units Scale Factor Converg.
 TG1984;SPC ND N     -   227,546.051   357,596.983   MT  1.00006371   -2 27 56.7
 TG1984;SPC ND N     -   746,542.16  1,173,218.45   iFT  1.00006371   -2 27 56.7
 TG1984;UTM  13      - 5,428,085.381   586,777.957   MT  0.99969251   +0 53 43.6
 TG1984
 TG1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1984!SPC ND N     -   0.99989332  x   1.00006371  =   0.99995703
 TG1984!UTM  13      -   0.99989332  x   0.99969251  =   0.99958587
 TG1984
 TG1984:                Primary Azimuth Mark                     Grid Az
 TG1984:SPC ND N     -  HARDING                                  143 51 03.2
 TG1984:UTM  13      -  HARDING                                  140 29 22.9
 TG1984
 TG1984|---------------------------------------------------------------------|
 TG1984| PID    Reference Object                     Distance      Geod. Az  |
 TG1984|                                                           dddmmss.s |
 TG1984| TG1968 HARDING                             APPROX. 4.9 KM 1412306.5 |
 TG1984|---------------------------------------------------------------------|
 TG1984
 TG1984                          SUPERSEDED SURVEY CONTROL
 TG1984
 TG1984  NAD 83(1986)-  48 59 58.43196(N)    103 48 48.86924(W) AD(       ) 3
 TG1984
 TG1984.Superseded values are not recommended for survey control.
 TG1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1984.See file dsdata.txt to determine how the superseded data were derived.
 TG1984
 TG1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8677828085(NAD 83)
 TG1984_MARKER: Z = SEE DESCRIPTION
 TG1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1984+STABILITY: SURFACE MOTION
 TG1984
 TG1984  HISTORY     - Date     Condition        Report By
 TG1984  HISTORY     - 1911     MONUMENTED       IBC
 TG1984  HISTORY     - 1945     GOOD             IBC
 TG1984  HISTORY     - 1965     GOOD             IBC
 TG1984  HISTORY     - 1975     GOOD             IBC
 TG1984
 TG1984                          STATION DESCRIPTION
 TG1984
 TG1984'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1984'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1984'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1984'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1984'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1984'
 TG1984'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1984'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1984'---OCTOBER 20, 1818---.
 TG1984'
 TG1984'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1984'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1984'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1984'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1984'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1984'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1984'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1984'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1984'
 TG1984'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1984'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1984'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1984'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1984'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1984'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1984'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1984'AND---CANADA---ON THE WEST SIDE.
 TG1984'
 TG1984'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1984'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1984'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1984'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1984'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1984
 TG1984                          STATION RECOVERY (1945)
 TG1984
 TG1984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TG1984'RECOVERED IN GOOD CONDITION.
 TG1984
 TG1984                          STATION RECOVERY (1965)
 TG1984
 TG1984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TG1984'RECOVERED IN GOOD CONDITION.
 TG1984
 TG1984                          STATION RECOVERY (1975)
 TG1984
 TG1984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1928 ***********************************************************************
 TG1928  DESIGNATION -  BOUNDARY MON 591 CD US
 TG1928  PID         -  TG1928
 TG1928  STATE/COUNTY-  ND/DIVIDE
 TG1928  USGS QUAD   -  FORTUNA (1983)
 TG1928
 TG1928                         *CURRENT SURVEY CONTROL
 TG1928  ___________________________________________________________________
 TG1928* NAD 83(1996)-  48 59 58.22710(N)    103 46 21.77401(W)     ADJUSTED  
 TG1928* NAVD 88     -       719.1    (meters)    2359.     (feet)  GPS OBS   
 TG1928  ___________________________________________________________________
 TG1928  X           -    -998,216.261 (meters)                     COMP
 TG1928  Y           -  -4,072,379.489 (meters)                     COMP
 TG1928  Z           -   4,791,051.403 (meters)                     COMP
 TG1928  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TG1928  ELLIP HEIGHT-         700.39  (meters)          (04/10/03) GPS OBS
 TG1928  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1928
 TG1928  HORZ ORDER  -  FIRST
 TG1928  ELLP ORDER  -  FOURTH    CLASS II
 TG1928
 TG1928.The horizontal coordinates were established by GPS observations
 TG1928.and adjusted by the National Geodetic Survey in May 2001..
 TG1928
 TG1928.The orthometric height was determined by GPS observations and a
 TG1928.high-resolution geoid model.
 TG1928
 TG1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1928
 TG1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1928
 TG1928.The ellipsoidal height was determined by GPS observations
 TG1928.and is referenced to NAD 83.
 TG1928
 TG1928.The geoid height was determined by GEOID03.
 TG1928
 TG1928;                    North         East     Units Scale Factor Converg.
 TG1928;SPC ND N     -   227,411.975   360,584.065   MT  1.00006370   -2 26 07.2
 TG1928;SPC ND N     -   746,102.28  1,183,018.59   iFT  1.00006370   -2 26 07.2
 TG1928;UTM  13      - 5,428,126.666   589,766.661   MT  0.99969899   +0 55 34.7
 TG1928
 TG1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1928!SPC ND N     -   0.99989025  x   1.00006370  =   0.99995394
 TG1928!UTM  13      -   0.99989025  x   0.99969899  =   0.99958927
 TG1928
 TG1928:                Primary Azimuth Mark                     Grid Az
 TG1928:SPC ND N     -  BOUNDARY MON 592 CD US                   092 32 56.4
 TG1928:UTM  13      -  BOUNDARY MON 592 CD US                   089 11 14.5
 TG1928
 TG1928|---------------------------------------------------------------------|
 TG1928| PID    Reference Object                     Distance      Geod. Az  |
 TG1928|                                                           dddmmss.s |
 TG1928| TG1987 BOUNDARY MON 592 CD US              APPROX. 2.8 KM 0900649.2 |
 TG1928|---------------------------------------------------------------------|
 TG1928
 TG1928                          SUPERSEDED SURVEY CONTROL
 TG1928
 TG1928  ELLIP H (05/11/01)  700.38   (m)                       GP(       ) 4 1
 TG1928  NAD 83(1996)-  48 59 58.22629(N)    103 46 21.77415(W) AD(       ) 1
 TG1928  ELLIP H (05/18/00)  700.49   (m)                       GP(       ) 2 2
 TG1928  NAD 83(1996)-  48 59 58.22539(N)    103 46 21.76778(W) AD(       ) 1
 TG1928  ELLIP H (01/23/98)  700.42   (m)                       GP(       ) 4 1
 TG1928  ELLIP H (07/28/92)  700.25   (m)                       GP(       ) 5 1
 TG1928  NAD 83(1986)-  48 59 58.22851(N)    103 46 21.76325(W) AD(       ) 1
 TG1928  NGVD 29 (08/25/89)  718.5    (m)         2357.     (f) GPS OBS        
 TG1928
 TG1928.Superseded values are not recommended for survey control.
 TG1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1928.See file dsdata.txt to determine how the superseded data were derived.
 TG1928
 TG1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8976728127(NAD 83)
 TG1928_MARKER: DU = BOUNDARY MARKER
 TG1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1928+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1993
 TG1928
 TG1928  HISTORY     - Date     Condition        Report By
 TG1928  HISTORY     - 1911     MONUMENTED       IBC
 TG1928  HISTORY     - 1911     GOOD             IBC
 TG1928  HISTORY     - 1945     GOOD             IBC
 TG1928  HISTORY     - 1975     GOOD             IBC
 TG1928  HISTORY     - 19880902 GOOD             NGS
 TG1928  HISTORY     - 19930705 POOR             IBC
 TG1928
 TG1928                          STATION DESCRIPTION
 TG1928
 TG1928'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1928'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1928'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1928'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1928'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1928'
 TG1928'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1928'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1928'---OCTOBER 20, 1818---.
 TG1928'
 TG1928'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1928'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1928'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1928'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1928'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1928'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1928'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1928'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1928'
 TG1928'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1928'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1928'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1928'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1928'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1928'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1928'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1928'AND---CANADA---ON THE WEST SIDE.
 TG1928'
 TG1928'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1928'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1928'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1928'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1928'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1928
 TG1928                          STATION RECOVERY (1911)
 TG1928
 TG1928'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TG1928'RECOVERED IN GOOD CONDITION.
 TG1928
 TG1928                          STATION RECOVERY (1945)
 TG1928
 TG1928'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1945
 TG1928'RECOVERED IN GOOD CONDITION.
 TG1928
 TG1928                          STATION RECOVERY (1975)
 TG1928
 TG1928'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1928'RECOVERED IN GOOD CONDITION.
 TG1928
 TG1928                          STATION RECOVERY (1988)
 TG1928
 TG1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1928'THE MONUMENT IS LOCATED ABOUT 10.05 KM (6.25 MI) NORTH OF FORTUNA AND
 TG1928'ABOUT 2.01 KM (1.25 MI) EAST OF THE FORTUNA, NORTH DAKOTA - OUNGRE,
 TG1928'SASKATCHEWAN BORDER CROSSING.
 TG1928'TO REACH THE MONUMENT FROM THE U.S. CUSTOMS AT THE FORTUNA - OUNGRE
 TG1928'BORDER CROSSING, GO SOUTH ON U.S. HIGHWAY 85 FOR 2.09 KM (1.30 MI) TO
 TG1928'A RECENTLY BUILT ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON THE DIRT
 TG1928'ROAD FOR 2.4 KM (1.50 MI) TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 TG1928'NORTH ON THE GRAVEL ROAD FOR 0.88 KM (0.55 MI) TO THE END OF THE
 TG1928'GRAVEL ROAD AT AN ABANDONED HOMESTEAD ON THE RIGHT.  CONTINUE
 TG1928'STRAIGHT AHEAD ON A TRACK ROAD FOR 0.64 KM (0.40 MI) TO A FORK.  KEEP
 TG1928'THE RIGHT FORK AND CONTINUE NORTH ON A DIM TRACK ROAD FOR 0.48 KM
 TG1928'(0.30 MI) TO AN EAST-WEST FENCE AT THE BOUNDARY.  TURN LEFT AND GO
 TG1928'WEST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.08 KM (0.05 MI) TO THE
 TG1928'MONUMENT ON THE RIGHT.
 TG1928'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TG1928'(5.0 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TG1928'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TG1928'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TG1928'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TG1928'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --291-- IS DRILLED NEAR THE
 TG1928'TOP OF THE EAST SIDE OF THE OBELISK.
 TG1928'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TG1928'TYPED BY E.A.R.
 TG1928
 TG1928                          STATION RECOVERY (1993)
 TG1928
 TG1928'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1993 (MDC)
 TG1928'THE OBELISK WAS RECOVERED OUT OF PLUMB 2 CENTIMETERS TO THE NORTH AND
 TG1928'2 CENTIMETERS TO THE WEST.  THE BENCH MARK IN THE TOP OF THE SOUTH
 TG1928'SIDE OF THE BASE WAS ALSO RECOVERED.  IN 1988, THIS MONUMENT WAS
 TG1928'OCCUPIED BY GPS.  THE POINT OCCUPIED WAS THE APEX OF THE OBELISK. THE
 TG1928'APEX OF THE MONUMENT WAS HELD WITH TWO THEODOLITES SET 90 DEGREES TO
 TG1928'ONE ANOTHER. THE ORIGINAL CAST IRON OBELISK WAS THEN REMOVED AND SET
 TG1928'IN A NEW CONCRETE BASE.  DIFFERENTIAL LEVELING WAS PERFORMED FROM THE
 TG1928'BENCH MARK AND TOP OF THE OLD OBELISK TO THE TOP OF THE RENEWED
 TG1928'OBELISK.  THE OBELISK WAS PAINTED WITH ALUMINUM PAINT AND THE TOP OF
 TG1928'THE BASE OF THE NEW MONUMENT WAS GIVEN A COAT OF UNITEX CLEAR ACRYLIC
 TG1928'CURE.
 TG1928'THE MONUMENT IS LOCATED ABOUT 6 1/4 MILES NORTH OF FORTUNA, NORTH
 TG1928'DAKOTA AND ABOUT 1 1/4 MILE EAST OF THE FORTUNA, NORTH DAKOTA -
 TG1928'OUNGRE, SASKATCHEWAN BORDER CROSSING.
 TG1928'TO REACH THE MONUMENT FROM THE AFOREMENTIONED BORDER CROSSING, GO
 TG1928'SOUTH ON U.S. HIGHWAY 85 FOR 1.3 MILES (2.1 KM) TO A SIDE ROAD LEFT.
 TG1928'TURN LEFT AND GO EAST ON A DIRT ROAD FOR 1.5 MILES (2.4 KM) TO A
 TG1928'GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.55
 TG1928'MILE (0.89 KM) TO THE END OF THE GRAVEL ROAD AT AN ABANDONED HOMESTEAD
 TG1928'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, ON A TRACK ROAD FOR 0.4
 TG1928'MILE (0.6 KM) TO A FORK.  KEEP THE RIGHT FORK AND CONTINUE NORTH ON A
 TG1928'DIM TRACK ROAD FOR 0.3 MILE (0.5 KM) TO AN EAST-WEST FENCE AT THE
 TG1928'BOUNDARY.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE FENCE FOR
 TG1928'0.05 MILE (0.08 KM) TO THE MONUMENT ON THE RIGHT.
 TG1928'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.29 METERS
 TG1928'(4.23 FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE THAT PROJECTS
 TG1928'6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE BASE OF THE MONUMENT IS
 TG1928'3 FEET (0.9 M) (0.9 MT) SQUARE AT THE TOP, 3 1/2 FEET SQUARE AT THE
 TG1928'BOTTOM AND EXTENDS 6 FEET (1.8 M) (1.8 MT) BELOW THE SURFACE OF THE
 TG1928'GROUND.
 TG1928'INSCRIBED ON THE OBELISK IN RAISED CAST LETTERS IS ---CONVENTION OF
 TG1928'1818---, ON THE EAST SIDE, ---TREATY OF 1908---, ON THE WEST SIDE,
 TG1928'---UNITED STATES---, ON THE SOUTH SIDE, AND, ---CANADA---, ON THE
 TG1928'NORTH SIDE.  THE NUMBER, 591, IS OUTLINED WITH DRILL HOLES NEAR THE
 TG1928'TOP OF THE EAST SIDE OF THE OBELISK.  ---RENEWED 1993--- IS IMPRINTED
 TG1928'IN THE TOP OF THE EAST SIDE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1987 ***********************************************************************
 TG1987  DESIGNATION -  BOUNDARY MON 592 CD US
 TG1987  PID         -  TG1987
 TG1987  STATE/COUNTY-  ND/DIVIDE
 TG1987  USGS QUAD   -  COLGAN WEST (1983)
 TG1987
 TG1987                         *CURRENT SURVEY CONTROL
 TG1987  ___________________________________________________________________
 TG1987* NAD 83(1996)-  48 59 58.02744(N)    103 44 05.85597(W)     ADJUSTED  
 TG1987* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 TG1987  ___________________________________________________________________
 TG1987  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 TG1987  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG1987
 TG1987  HORZ ORDER  -  THIRD
 TG1987
 TG1987.The horizontal coordinates were established by classical geodetic methods
 TG1987.and adjusted by the National Geodetic Survey in January 1998..
 TG1987
 TG1987.The orthometric height was scaled from a topographic map.
 TG1987
 TG1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1987
 TG1987.The geoid height was determined by GEOID03.
 TG1987
 TG1987;                    North         East     Units Scale Factor Converg.
 TG1987;SPC ND N     -   227,289.093   363,344.144   MT  1.00006368   -2 24 26.1
 TG1987;SPC ND N     -   745,699.12  1,192,073.96   iFT  1.00006368   -2 24 26.1
 TG1987;UTM  13      - 5,428,165.835   592,528.198   MT  0.99970517   +0 57 17.3
 TG1987
 TG1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1987!SPC ND N     -   0.99989129  x   1.00006368  =   0.99995496
 TG1987!UTM  13      -   0.99989129  x   0.99970517  =   0.99959649
 TG1987
 TG1987|---------------------------------------------------------------------|
 TG1987| PID    Reference Object                     Distance      Geod. Az  |
 TG1987|                                                           dddmmss.s |
 TG1987| TG1914 BOWIE                                90.645 METERS 13404     |
 TG1987| TG1968 HARDING                             APPROX. 4.7 KM 2144631.4 |
 TG1987|---------------------------------------------------------------------|
 TG1987
 TG1987                          SUPERSEDED SURVEY CONTROL
 TG1987
 TG1987  NAD 83(1986)-  48 59 58.03045(N)    103 44 05.84828(W) AD(       ) 3
 TG1987
 TG1987.Superseded values are not recommended for survey control.
 TG1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1987.See file dsdata.txt to determine how the superseded data were derived.
 TG1987
 TG1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9252828166(NAD 83)
 TG1987_MARKER: Z = SEE DESCRIPTION
 TG1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1987+STABILITY: SURFACE MOTION
 TG1987
 TG1987  HISTORY     - Date     Condition        Report By
 TG1987  HISTORY     - 1911     MONUMENTED       IBC
 TG1987  HISTORY     - 1975     GOOD             IBC
 TG1987
 TG1987                          STATION DESCRIPTION
 TG1987
 TG1987'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1987'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1987'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1987'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1987'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1987'
 TG1987'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1987'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1987'---OCTOBER 20, 1818---.
 TG1987'
 TG1987'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1987'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1987'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1987'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1987'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1987'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1987'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1987'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1987'
 TG1987'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1987'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1987'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1987'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1987'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1987'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1987'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1987'AND---CANADA---ON THE WEST SIDE.
 TG1987'
 TG1987'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1987'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1987'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1987'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1987'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1987
 TG1987                          STATION RECOVERY (1975)
 TG1987
 TG1987'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1988 ***********************************************************************
 TG1988  DESIGNATION -  BOUNDARY MON 593 CD US
 TG1988  PID         -  TG1988
 TG1988  STATE/COUNTY-  ND/DIVIDE
 TG1988  USGS QUAD   -  COLGAN WEST (1983)
 TG1988
 TG1988                         *CURRENT SURVEY CONTROL
 TG1988  ___________________________________________________________________
 TG1988* NAD 83(1996)-  48 59 57.91227(N)    103 42 44.64937(W)     ADJUSTED  
 TG1988* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 TG1988  ___________________________________________________________________
 TG1988  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 TG1988  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TG1988
 TG1988  HORZ ORDER  -  THIRD
 TG1988
 TG1988.The horizontal coordinates were established by classical geodetic methods
 TG1988.and adjusted by the National Geodetic Survey in January 1998..
 TG1988
 TG1988.The orthometric height was scaled from a topographic map.
 TG1988
 TG1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1988
 TG1988.The geoid height was determined by GEOID03.
 TG1988
 TG1988;                    North         East     Units Scale Factor Converg.
 TG1988;SPC ND N     -   227,216.447   364,993.237   MT  1.00006367   -2 23 25.6
 TG1988;SPC ND N     -   745,460.78  1,197,484.37   iFT  1.00006367   -2 23 25.6
 TG1988;UTM  13      - 5,428,190.021   594,178.124   MT  0.99970896   +0 58 18.6
 TG1988
 TG1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1988!SPC ND N     -   0.99989314  x   1.00006367  =   0.99995680
 TG1988!UTM  13      -   0.99989314  x   0.99970896  =   0.99960213
 TG1988
 TG1988:                Primary Azimuth Mark                     Grid Az
 TG1988:SPC ND N     -  OLSEN                                    063 24 15.6
 TG1988:UTM  13      -  OLSEN                                    060 02 31.4
 TG1988
 TG1988|---------------------------------------------------------------------|
 TG1988| PID    Reference Object                     Distance      Geod. Az  |
 TG1988|                                                           dddmmss.s |
 TG1988| TG2055 OLSEN                               APPROX. 1.1 KM 0610050.0 |
 TG1988|---------------------------------------------------------------------|
 TG1988
 TG1988                          SUPERSEDED SURVEY CONTROL
 TG1988
 TG1988  NAD 83(1986)-  48 59 57.91504(N)    103 42 44.64108(W) AD(       ) 3
 TG1988
 TG1988.Superseded values are not recommended for survey control.
 TG1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1988.See file dsdata.txt to determine how the superseded data were derived.
 TG1988
 TG1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9417828190(NAD 83)
 TG1988_MARKER: Z = SEE DESCRIPTION
 TG1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1988_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1988+STABILITY: SURFACE MOTION
 TG1988
 TG1988  HISTORY     - Date     Condition        Report By
 TG1988  HISTORY     - 1911     MONUMENTED       IBC
 TG1988  HISTORY     - 1975     GOOD             IBC
 TG1988
 TG1988                          STATION DESCRIPTION
 TG1988
 TG1988'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1988'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1988'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1988'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1988'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1988'
 TG1988'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1988'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1988'---OCTOBER 20, 1818---.
 TG1988'
 TG1988'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1988'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1988'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1988'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1988'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1988'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1988'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1988'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1988'
 TG1988'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1988'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1988'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1988'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1988'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1988'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1988'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1988'AND---CANADA---ON THE WEST SIDE.
 TG1988'
 TG1988'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1988'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1988'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1988'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1988'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1988
 TG1988                          STATION RECOVERY (1975)
 TG1988
 TG1988'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1989 ***********************************************************************
 TG1989  DESIGNATION -  BOUNDARY MON 594 CD US
 TG1989  PID         -  TG1989
 TG1989  STATE/COUNTY-  ND/DIVIDE
 TG1989  USGS QUAD   -  COLGAN WEST (1983)
 TG1989
 TG1989                         *CURRENT SURVEY CONTROL
 TG1989  ___________________________________________________________________
 TG1989* NAD 83(1996)-  48 59 57.76240(N)    103 41 03.68754(W)     ADJUSTED  
 TG1989* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 TG1989  ___________________________________________________________________
 TG1989  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 TG1989  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG1989
 TG1989  HORZ ORDER  -  THIRD
 TG1989
 TG1989.The horizontal coordinates were established by classical geodetic methods
 TG1989.and adjusted by the National Geodetic Survey in January 1998..
 TG1989
 TG1989.The orthometric height was scaled from a topographic map.
 TG1989
 TG1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1989
 TG1989.The geoid height was determined by GEOID03.
 TG1989
 TG1989;                    North         East     Units Scale Factor Converg.
 TG1989;SPC ND N     -   227,126.597   367,043.529   MT  1.00006366   -2 22 10.5
 TG1989;SPC ND N     -   745,166.00  1,204,211.05   iFT  1.00006366   -2 22 10.5
 TG1989;UTM  13      - 5,428,220.568   596,229.434   MT  0.99971376   +0 59 34.8
 TG1989
 TG1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1989!SPC ND N     -   0.99989584  x   1.00006366  =   0.99995950
 TG1989!UTM  13      -   0.99989584  x   0.99971376  =   0.99960963
 TG1989
 TG1989:                Primary Azimuth Mark                     Grid Az
 TG1989:SPC ND N     -  GOPHER                                   092 18 45.7
 TG1989:UTM  13      -  GOPHER                                   088 57 00.4
 TG1989
 TG1989|---------------------------------------------------------------------|
 TG1989| PID    Reference Object                     Distance      Geod. Az  |
 TG1989|                                                           dddmmss.s |
 TG1989| TG1963 GOPHER                              APPROX. 3.3 KM 0895635.2 |
 TG1989|---------------------------------------------------------------------|
 TG1989
 TG1989                          SUPERSEDED SURVEY CONTROL
 TG1989
 TG1989  NAD 83(1986)-  48 59 57.76509(N)    103 41 03.67880(W) AD(       ) 3
 TG1989
 TG1989.Superseded values are not recommended for survey control.
 TG1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1989.See file dsdata.txt to determine how the superseded data were derived.
 TG1989
 TG1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9622928221(NAD 83)
 TG1989_MARKER: Z = SEE DESCRIPTION
 TG1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1989+STABILITY: SURFACE MOTION
 TG1989
 TG1989  HISTORY     - Date     Condition        Report By
 TG1989  HISTORY     - 1911     MONUMENTED       IBC
 TG1989  HISTORY     - 1975     GOOD             IBC
 TG1989
 TG1989                          STATION DESCRIPTION
 TG1989
 TG1989'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1989'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1989'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1989'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1989'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1989'
 TG1989'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1989'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1989'---OCTOBER 20, 1818---.
 TG1989'
 TG1989'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1989'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1989'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1989'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1989'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1989'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1989'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1989'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1989'
 TG1989'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1989'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1989'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1989'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1989'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1989'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1989'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1989'AND---CANADA---ON THE WEST SIDE.
 TG1989'
 TG1989'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1989'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1989'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1989'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1989'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1989
 TG1989                          STATION RECOVERY (1975)
 TG1989
 TG1989'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1990 ***********************************************************************
 TG1990  DESIGNATION -  BOUNDARY MON 595 CD US
 TG1990  PID         -  TG1990
 TG1990  STATE/COUNTY-  ND/DIVIDE
 TG1990  USGS QUAD   -  COLGAN WEST (1983)
 TG1990
 TG1990                         *CURRENT SURVEY CONTROL
 TG1990  ___________________________________________________________________
 TG1990* NAD 83(1996)-  48 59 57.61296(N)    103 39 20.24691(W)     ADJUSTED  
 TG1990* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 TG1990  ___________________________________________________________________
 TG1990  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TG1990  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TG1990
 TG1990  HORZ ORDER  -  THIRD
 TG1990
 TG1990.The horizontal coordinates were established by classical geodetic methods
 TG1990.and adjusted by the National Geodetic Survey in January 1998..
 TG1990
 TG1990.The orthometric height was scaled from a topographic map.
 TG1990
 TG1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1990
 TG1990.The geoid height was determined by GEOID03.
 TG1990
 TG1990;                    North         East     Units Scale Factor Converg.
 TG1990;SPC ND N     -   227,035.441   369,144.201   MT  1.00006365   -2 20 53.5
 TG1990;SPC ND N     -   744,866.93  1,211,103.02   iFT  1.00006365   -2 20 53.5
 TG1990;UTM  13      - 5,428,252.778   598,331.105   MT  0.99971878   +1 00 52.9
 TG1990
 TG1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1990!SPC ND N     -   0.99989750  x   1.00006365  =   0.99996115
 TG1990!UTM  13      -   0.99989750  x   0.99971878  =   0.99961631
 TG1990
 TG1990:                Primary Azimuth Mark                     Grid Az
 TG1990:SPC ND N     -  GOPHER                                   091 59 58.7
 TG1990:UTM  13      -  GOPHER                                   088 38 12.3
 TG1990
 TG1990|---------------------------------------------------------------------|
 TG1990| PID    Reference Object                     Distance      Geod. Az  |
 TG1990|                                                           dddmmss.s |
 TG1990| TG1963 GOPHER                              APPROX. 1.2 KM 0893905.2 |
 TG1990|---------------------------------------------------------------------|
 TG1990
 TG1990                          SUPERSEDED SURVEY CONTROL
 TG1990
 TG1990  NAD 83(1986)-  48 59 57.61564(N)    103 39 20.23762(W) AD(       ) 3
 TG1990
 TG1990.Superseded values are not recommended for survey control.
 TG1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1990.See file dsdata.txt to determine how the superseded data were derived.
 TG1990
 TG1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9833128253(NAD 83)
 TG1990_MARKER: Z = SEE DESCRIPTION
 TG1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1990+STABILITY: SURFACE MOTION
 TG1990
 TG1990  HISTORY     - Date     Condition        Report By
 TG1990  HISTORY     - 1911     MONUMENTED       IBC
 TG1990  HISTORY     - 1975     GOOD             IBC
 TG1990
 TG1990                          STATION DESCRIPTION
 TG1990
 TG1990'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1990'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1990'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1990'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1990'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1990'
 TG1990'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1990'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1990'---OCTOBER 20, 1818---.
 TG1990'
 TG1990'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1990'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1990'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1990'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1990'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1990'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1990'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1990'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1990'
 TG1990'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1990'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1990'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1990'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1990'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1990'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1990'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1990'AND---CANADA---ON THE WEST SIDE.
 TG1990'
 TG1990'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1990'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1990'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1990'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1990'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1990
 TG1990                          STATION RECOVERY (1975)
 TG1990
 TG1990'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1991 ***********************************************************************
 TG1991  DESIGNATION -  BOUNDARY MON 596 CD US
 TG1991  PID         -  TG1991
 TG1991  STATE/COUNTY-  ND/DIVIDE
 TG1991  USGS QUAD   -  COLGAN WEST (1983)
 TG1991
 TG1991                         *CURRENT SURVEY CONTROL
 TG1991  ___________________________________________________________________
 TG1991* NAD 83(1996)-  48 59 57.47451(N)    103 37 41.12367(W)     ADJUSTED  
 TG1991* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 TG1991  ___________________________________________________________________
 TG1991  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TG1991  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TG1991
 TG1991  HORZ ORDER  -  THIRD
 TG1991
 TG1991.The horizontal coordinates were established by classical geodetic methods
 TG1991.and adjusted by the National Geodetic Survey in January 1998..
 TG1991
 TG1991.The orthometric height was scaled from a topographic map.
 TG1991
 TG1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1991
 TG1991.The geoid height was determined by GEOID03.
 TG1991
 TG1991;                    North         East     Units Scale Factor Converg.
 TG1991;SPC ND N     -   226,948.973   371,157.234   MT  1.00006364   -2 19 39.8
 TG1991;SPC ND N     -   744,583.24  1,217,707.46   iFT  1.00006364   -2 19 39.8
 TG1991;UTM  13      - 5,428,284.536   600,345.054   MT  0.99972370   +1 02 07.7
 TG1991
 TG1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1991!SPC ND N     -   0.99990071  x   1.00006364  =   0.99996434
 TG1991!UTM  13      -   0.99990071  x   0.99972370  =   0.99962443
 TG1991
 TG1991:                Primary Azimuth Mark                     Grid Az
 TG1991:SPC ND N     -  BOUNDARY MON 597 ECC                     092 26 49.6
 TG1991:UTM  13      -  BOUNDARY MON 597 ECC                     089 05 02.1
 TG1991
 TG1991|---------------------------------------------------------------------|
 TG1991| PID    Reference Object                     Distance      Geod. Az  |
 TG1991|                                                           dddmmss.s |
 TG1991| TG1993 BOUNDARY MON 597 ECC                APPROX. 2.2 KM 0900709.8 |
 TG1991|---------------------------------------------------------------------|
 TG1991
 TG1991                          SUPERSEDED SURVEY CONTROL
 TG1991
 TG1991  NAD 83(1986)-  48 59 57.47720(N)    103 37 41.11413(W) AD(       ) 3
 TG1991
 TG1991.Superseded values are not recommended for survey control.
 TG1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1991.See file dsdata.txt to determine how the superseded data were derived.
 TG1991
 TG1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0034528285(NAD 83)
 TG1991_MARKER: Z = SEE DESCRIPTION
 TG1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1991_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1991+STABILITY: SURFACE MOTION
 TG1991
 TG1991  HISTORY     - Date     Condition        Report By
 TG1991  HISTORY     - 1911     MONUMENTED       IBC
 TG1991  HISTORY     - 1975     GOOD             IBC
 TG1991
 TG1991                          STATION DESCRIPTION
 TG1991
 TG1991'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1991'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1991'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1991'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1991'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1991'
 TG1991'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1991'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1991'---OCTOBER 20, 1818---.
 TG1991'
 TG1991'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1991'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1991'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1991'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1991'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1991'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1991'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1991'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1991'
 TG1991'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1991'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1991'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1991'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1991'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1991'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1991'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1991'AND---CANADA---ON THE WEST SIDE.
 TG1991'
 TG1991'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1991'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1991'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1991'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1991'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1991
 TG1991                          STATION RECOVERY (1975)
 TG1991
 TG1991'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1992 ***********************************************************************
 TG1992  DESIGNATION -  BOUNDARY MON 597 CD US
 TG1992  PID         -  TG1992
 TG1992  STATE/COUNTY-  ND/DIVIDE
 TG1992  USGS QUAD   -  COLGAN EAST (1983)
 TG1992
 TG1992                         *CURRENT SURVEY CONTROL
 TG1992  ___________________________________________________________________
 TG1992* NAD 83(1996)-  48 59 57.31942(N)    103 35 57.45161(W)     ADJUSTED  
 TG1992* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 TG1992  ___________________________________________________________________
 TG1992  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 TG1992  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TG1992
 TG1992  HORZ ORDER  -  THIRD
 TG1992
 TG1992.The horizontal coordinates were established by classical geodetic methods
 TG1992.and adjusted by the National Geodetic Survey in January 1998..
 TG1992
 TG1992.The orthometric height was scaled from a topographic map.
 TG1992
 TG1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1992
 TG1992.The geoid height was determined by GEOID03.
 TG1992
 TG1992;                    North         East     Units Scale Factor Converg.
 TG1992;SPC ND N     -   226,858.989   373,262.668   MT  1.00006363   -2 18 22.6
 TG1992;SPC ND N     -   744,288.02  1,224,615.05   iFT  1.00006363   -2 18 22.6
 TG1992;UTM  13      - 5,428,318.217   602,451.430   MT  0.99972894   +1 03 25.9
 TG1992
 TG1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1992!SPC ND N     -   0.99990306  x   1.00006363  =   0.99996668
 TG1992!UTM  13      -   0.99990306  x   0.99972894  =   0.99963203
 TG1992
 TG1992|---------------------------------------------------------------------|
 TG1992| PID    Reference Object                     Distance      Geod. Az  |
 TG1992|                                                           dddmmss.s |
 TG1992| TG1993 BOUNDARY MON 597 ECC                 48.168 METERS 09008     |
 TG1992| TG1991 BOUNDARY MON 596 CD US              APPROX. 2.1 KM 2700828.1 |
 TG1992|---------------------------------------------------------------------|
 TG1992
 TG1992                          SUPERSEDED SURVEY CONTROL
 TG1992
 TG1992  NAD 83(1986)-  48 59 57.32213(N)    103 35 57.44177(W) AD(       ) 3
 TG1992
 TG1992.Superseded values are not recommended for survey control.
 TG1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1992.See file dsdata.txt to determine how the superseded data were derived.
 TG1992
 TG1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0245128318(NAD 83)
 TG1992_MARKER: Z = SEE DESCRIPTION
 TG1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1992+STABILITY: SURFACE MOTION
 TG1992
 TG1992  HISTORY     - Date     Condition        Report By
 TG1992  HISTORY     - 1911     MONUMENTED       IBC
 TG1992  HISTORY     - 1975     GOOD             IBC
 TG1992
 TG1992                          STATION DESCRIPTION
 TG1992
 TG1992'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1992'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1992'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1992'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1992'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1992'
 TG1992'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1992'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1992'---OCTOBER 20, 1818---.
 TG1992'
 TG1992'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1992'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1992'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1992'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1992'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1992'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1992'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1992'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1992'
 TG1992'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1992'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1992'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1992'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1992'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1992'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1992'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1992'AND---CANADA---ON THE WEST SIDE.
 TG1992'
 TG1992'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1992'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1992'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1992'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1992'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1992
 TG1992                          STATION RECOVERY (1975)
 TG1992
 TG1992'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1994 ***********************************************************************
 TG1994  DESIGNATION -  BOUNDARY MON 598 CD US
 TG1994  PID         -  TG1994
 TG1994  STATE/COUNTY-  ND/DIVIDE
 TG1994  USGS QUAD   -  COLGAN EAST (1983)
 TG1994
 TG1994                         *CURRENT SURVEY CONTROL
 TG1994  ___________________________________________________________________
 TG1994* NAD 83(1996)-  48 59 57.37355(N)    103 34 02.14312(W)     ADJUSTED  
 TG1994* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 TG1994  ___________________________________________________________________
 TG1994  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TG1994  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG1994
 TG1994  HORZ ORDER  -  THIRD
 TG1994
 TG1994.The horizontal coordinates were established by classical geodetic methods
 TG1994.and adjusted by the National Geodetic Survey in January 1998..
 TG1994
 TG1994.The orthometric height was scaled from a topographic map.
 TG1994
 TG1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1994
 TG1994.The geoid height was determined by GEOID03.
 TG1994
 TG1994;                    North         East     Units Scale Factor Converg.
 TG1994;SPC ND N     -   226,766.826   375,604.742   MT  1.00006363   -2 16 56.8
 TG1994;SPC ND N     -   743,985.65  1,232,299.02   iFT  1.00006363   -2 16 56.8
 TG1994;UTM  13      - 5,428,363.615   604,794.100   MT  0.99973491   +1 04 53.0
 TG1994
 TG1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1994!SPC ND N     -   0.99990447  x   1.00006363  =   0.99996810
 TG1994!UTM  13      -   0.99990447  x   0.99973491  =   0.99963941
 TG1994
 TG1994:                Primary Azimuth Mark                     Grid Az
 TG1994:SPC ND N     -  CUSTOM                                   081 26 32.6
 TG1994:UTM  13      -  CUSTOM                                   078 04 42.8
 TG1994
 TG1994|---------------------------------------------------------------------|
 TG1994| PID    Reference Object                     Distance      Geod. Az  |
 TG1994|                                                           dddmmss.s |
 TG1994| TG1952 CUSTOM                              APPROX. 4.3 KM 0790935.8 |
 TG1994|---------------------------------------------------------------------|
 TG1994
 TG1994                          SUPERSEDED SURVEY CONTROL
 TG1994
 TG1994  NAD 83(1986)-  48 59 57.37628(N)    103 34 02.13320(W) AD(       ) 3
 TG1994
 TG1994.Superseded values are not recommended for survey control.
 TG1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1994.See file dsdata.txt to determine how the superseded data were derived.
 TG1994
 TG1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0479428364(NAD 83)
 TG1994_MARKER: Z = SEE DESCRIPTION
 TG1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1994+STABILITY: SURFACE MOTION
 TG1994
 TG1994  HISTORY     - Date     Condition        Report By
 TG1994  HISTORY     - 1911     MONUMENTED       IBC
 TG1994  HISTORY     - 1975     GOOD             IBC
 TG1994
 TG1994                          STATION DESCRIPTION
 TG1994
 TG1994'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1994'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1994'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1994'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1994'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1994'
 TG1994'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1994'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1994'---OCTOBER 20, 1818---.
 TG1994'
 TG1994'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1994'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1994'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1994'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1994'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1994'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1994'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1994'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1994'
 TG1994'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1994'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1994'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1994'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1994'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1994'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1994'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1994'AND---CANADA---ON THE WEST SIDE.
 TG1994'
 TG1994'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1994'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1994'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1994'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1994'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1994
 TG1994                          STATION RECOVERY (1975)
 TG1994
 TG1994'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1995 ***********************************************************************
 TG1995  DESIGNATION -  BOUNDARY MON 599 CD US
 TG1995  PID         -  TG1995
 TG1995  STATE/COUNTY-  ND/DIVIDE
 TG1995  USGS QUAD   -  COLGAN EAST (1983)
 TG1995
 TG1995                         *CURRENT SURVEY CONTROL
 TG1995  ___________________________________________________________________
 TG1995* NAD 83(1996)-  48 59 57.41261(N)    103 32 27.44599(W)     ADJUSTED  
 TG1995* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 TG1995  ___________________________________________________________________
 TG1995  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 TG1995  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1995
 TG1995  HORZ ORDER  -  THIRD
 TG1995
 TG1995.The horizontal coordinates were established by classical geodetic methods
 TG1995.and adjusted by the National Geodetic Survey in January 1998..
 TG1995
 TG1995.The orthometric height was scaled from a topographic map.
 TG1995
 TG1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1995
 TG1995.The geoid height was determined by GEOID03.
 TG1995
 TG1995;                    North         East     Units Scale Factor Converg.
 TG1995;SPC ND N     -   226,691.699   377,528.193   MT  1.00006363   -2 15 46.4
 TG1995;SPC ND N     -   743,739.17  1,238,609.56   iFT  1.00006363   -2 15 46.4
 TG1995;UTM  13      - 5,428,401.471   606,718.016   MT  0.99973991   +1 06 04.5
 TG1995
 TG1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1995!SPC ND N     -   0.99990535  x   1.00006363  =   0.99996897
 TG1995!UTM  13      -   0.99990535  x   0.99973991  =   0.99964528
 TG1995
 TG1995:                Primary Azimuth Mark                     Grid Az
 TG1995:SPC ND N     -  CUSTOM                                   072 53 20.7
 TG1995:UTM  13      -  CUSTOM                                   069 31 29.8
 TG1995
 TG1995|---------------------------------------------------------------------|
 TG1995| PID    Reference Object                     Distance      Geod. Az  |
 TG1995|                                                           dddmmss.s |
 TG1995| TG1952 CUSTOM                              APPROX. 2.4 KM 0703734.3 |
 TG1995|---------------------------------------------------------------------|
 TG1995
 TG1995                          SUPERSEDED SURVEY CONTROL
 TG1995
 TG1995  NAD 83(1986)-  48 59 57.41537(N)    103 32 27.43601(W) AD(       ) 3
 TG1995
 TG1995.Superseded values are not recommended for survey control.
 TG1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1995.See file dsdata.txt to determine how the superseded data were derived.
 TG1995
 TG1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0671828401(NAD 83)
 TG1995_MARKER: Z = SEE DESCRIPTION
 TG1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1995+STABILITY: SURFACE MOTION
 TG1995
 TG1995  HISTORY     - Date     Condition        Report By
 TG1995  HISTORY     - 1911     MONUMENTED       IBC
 TG1995  HISTORY     - 1975     GOOD             IBC
 TG1995
 TG1995                          STATION DESCRIPTION
 TG1995
 TG1995'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1995'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1995'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1995'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1995'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1995'
 TG1995'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1995'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1995'---OCTOBER 20, 1818---.
 TG1995'
 TG1995'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1995'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1995'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1995'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1995'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1995'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1995'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1995'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1995'
 TG1995'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1995'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1995'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1995'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1995'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1995'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1995'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1995'AND---CANADA---ON THE WEST SIDE.
 TG1995'
 TG1995'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1995'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1995'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1995'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1995'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1995
 TG1995                          STATION RECOVERY (1975)
 TG1995
 TG1995'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1996 ***********************************************************************
 TG1996  DESIGNATION -  BOUNDARY MON 600 CD US
 TG1996  PID         -  TG1996
 TG1996  STATE/COUNTY-  ND/DIVIDE
 TG1996  USGS QUAD   -  COLGAN EAST (1983)
 TG1996
 TG1996                         *CURRENT SURVEY CONTROL
 TG1996  ___________________________________________________________________
 TG1996* NAD 83(1996)-  48 59 57.44764(N)    103 30 57.23470(W)     ADJUSTED  
 TG1996* NAVD 88     -       620.     (meters)    2034.     (feet)  SCALED    
 TG1996  ___________________________________________________________________
 TG1996  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 TG1996  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 TG1996
 TG1996  HORZ ORDER  -  THIRD
 TG1996
 TG1996.The horizontal coordinates were established by classical geodetic methods
 TG1996.and adjusted by the National Geodetic Survey in January 1998..
 TG1996
 TG1996.The orthometric height was scaled from a topographic map.
 TG1996
 TG1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1996
 TG1996.The geoid height was determined by GEOID03.
 TG1996
 TG1996;                    North         East     Units Scale Factor Converg.
 TG1996;SPC ND N     -   226,620.674   379,360.549   MT  1.00006364   -2 14 39.2
 TG1996;SPC ND N     -   743,506.15  1,244,621.22   iFT  1.00006364   -2 14 39.2
 TG1996;UTM  13      - 5,428,438.086   608,550.794   MT  0.99974475   +1 07 12.6
 TG1996
 TG1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1996!SPC ND N     -   0.99990583  x   1.00006364  =   0.99996946
 TG1996!UTM  13      -   0.99990583  x   0.99974475  =   0.99965060
 TG1996
 TG1996:                Primary Azimuth Mark                     Grid Az
 TG1996:SPC ND N     -  AMBROSE                                  157 45 05.8
 TG1996:UTM  13      -  AMBROSE                                  154 23 14.0
 TG1996
 TG1996|---------------------------------------------------------------------|
 TG1996| PID    Reference Object                     Distance      Geod. Az  |
 TG1996|                                                           dddmmss.s |
 TG1996| TG1934 AMBROSE                             APPROX. 2.4 KM 1553026.6 |
 TG1996|---------------------------------------------------------------------|
 TG1996
 TG1996                          SUPERSEDED SURVEY CONTROL
 TG1996
 TG1996  NAD 83(1986)-  48 59 57.45042(N)    103 30 57.22476(W) AD(       ) 3
 TG1996
 TG1996.Superseded values are not recommended for survey control.
 TG1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1996.See file dsdata.txt to determine how the superseded data were derived.
 TG1996
 TG1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0855128438(NAD 83)
 TG1996_MARKER: Z = SEE DESCRIPTION
 TG1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1996+STABILITY: SURFACE MOTION
 TG1996
 TG1996  HISTORY     - Date     Condition        Report By
 TG1996  HISTORY     - 1911     MONUMENTED       IBC
 TG1996  HISTORY     - 1975     GOOD             IBC
 TG1996
 TG1996                          STATION DESCRIPTION
 TG1996
 TG1996'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1996'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1996'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1996'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1996'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1996'
 TG1996'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1996'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1996'---OCTOBER 20, 1818---.
 TG1996'
 TG1996'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1996'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1996'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1996'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1996'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1996'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1996'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1996'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1996'
 TG1996'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1996'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1996'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1996'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1996'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1996'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1996'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1996'AND---CANADA---ON THE WEST SIDE.
 TG1996'
 TG1996'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1996'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1996'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1996'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1996'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1996
 TG1996                          STATION RECOVERY (1975)
 TG1996
 TG1996'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1999 ***********************************************************************
 TG1999  DESIGNATION -  BOUNDARY MON 601 A 66
 TG1999  PID         -  TG1999
 TG1999  STATE/COUNTY-  ND/DIVIDE
 TG1999  USGS QUAD   -  AMBROSE (1948)
 TG1999
 TG1999                         *CURRENT SURVEY CONTROL
 TG1999  ___________________________________________________________________
 TG1999* NAD 83(1996)-  48 59 57.49502(N)    103 29 13.37284(W)     ADJUSTED  
 TG1999* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 TG1999  ___________________________________________________________________
 TG1999  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 TG1999  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG1999
 TG1999  HORZ ORDER  -  THIRD
 TG1999
 TG1999.The horizontal coordinates were established by classical geodetic methods
 TG1999.and adjusted by the National Geodetic Survey in January 1998..
 TG1999
 TG1999.The orthometric height was scaled from a topographic map.
 TG1999
 TG1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1999
 TG1999.The geoid height was determined by GEOID03.
 TG1999
 TG1999;                    North         East     Units Scale Factor Converg.
 TG1999;SPC ND N     -   226,539.859   381,470.211   MT  1.00006364   -2 13 21.9
 TG1999;SPC ND N     -   743,241.01  1,251,542.69   iFT  1.00006364   -2 13 21.9
 TG1999;UTM  13      - 5,428,481.210   610,660.895   MT  0.99975044   +1 08 31.0
 TG1999
 TG1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1999!SPC ND N     -   0.99990621  x   1.00006364  =   0.99996984
 TG1999!UTM  13      -   0.99990621  x   0.99975044  =   0.99965667
 TG1999
 TG1999|---------------------------------------------------------------------|
 TG1999| PID    Reference Object                     Distance      Geod. Az  |
 TG1999|                                                           dddmmss.s |
 TG1999| TG2001 BOUNDARY MON 601 B 66                35.697 METERS 08957     |
 TG1999| TG1997 BOUNDARY MON 601 CD US              391.516 METERS 26957     |
 TG1999|---------------------------------------------------------------------|
 TG1999
 TG1999                          SUPERSEDED SURVEY CONTROL
 TG1999
 TG1999  NAD 83(1986)-  48 59 57.49780(N)    103 29 13.36269(W) AD(       ) 3
 TG1999
 TG1999.Superseded values are not recommended for survey control.
 TG1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1999.See file dsdata.txt to determine how the superseded data were derived.
 TG1999
 TG1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1066128481(NAD 83)
 TG1999_MARKER: U = CONCRETE POST
 TG1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1999+STABILITY: SURFACE MOTION
 TG1999
 TG1999  HISTORY     - Date     Condition        Report By
 TG1999  HISTORY     - 1966     MONUMENTED       IBC
 TG1999  HISTORY     - 1971     GOOD             IBC
 TG1999  HISTORY     - 1975     GOOD             IBC
 TG1999
 TG1999                          STATION DESCRIPTION
 TG1999
 TG1999'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TG1999'THE IMPROVED HIGHWAY WAS LOCATED ABOUT ONE - QUARTER MILE EAST OF THE
 TG1999'OLD CROSSING.  ORNAMENTAL MONUMENTS 601-A AND 601-B WERE SET TO MARK
 TG1999'THE BOUNDARY CROSSING BETWEEN TORQUAY, SASKATCHEWAN, ON SASKATCHEWAN
 TG1999'HIGHWAY NO 350 AND AMBROSE, NORTH DAKOTA.  THE MONUMENTS ARE SET ON
 TG1999'A STRAIGHT - LINE COURSE BETWEEN MONUMENTS 601 AND 602.
 TG1999
 TG1999                          STATION RECOVERY (1971)
 TG1999
 TG1999'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG1999'RECOVERED IN GOOD CONDITION.
 TG1999
 TG1999                          STATION RECOVERY (1975)
 TG1999
 TG1999'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2001 ***********************************************************************
 TG2001  DESIGNATION -  BOUNDARY MON 601 B 66
 TG2001  PID         -  TG2001
 TG2001  STATE/COUNTY-  ND/DIVIDE
 TG2001  USGS QUAD   -  AMBROSE (1948)
 TG2001
 TG2001                         *CURRENT SURVEY CONTROL
 TG2001  ___________________________________________________________________
 TG2001* NAD 83(1996)-  48 59 57.49596(N)    103 29 11.61662(W)     ADJUSTED  
 TG2001* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 TG2001  ___________________________________________________________________
 TG2001  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 TG2001  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG2001
 TG2001  HORZ ORDER  -  THIRD
 TG2001
 TG2001.The horizontal coordinates were established by classical geodetic methods
 TG2001.and adjusted by the National Geodetic Survey in January 1998..
 TG2001
 TG2001.The orthometric height was scaled from a topographic map.
 TG2001
 TG2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2001
 TG2001.The geoid height was determined by GEOID03.
 TG2001
 TG2001;                    North         East     Units Scale Factor Converg.
 TG2001;SPC ND N     -   226,538.504   381,505.884   MT  1.00006364   -2 13 20.6
 TG2001;SPC ND N     -   743,236.56  1,251,659.72   iFT  1.00006364   -2 13 20.6
 TG2001;UTM  13      - 5,428,481.950   610,696.575   MT  0.99975053   +1 08 32.3
 TG2001
 TG2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2001!SPC ND N     -   0.99990621  x   1.00006364  =   0.99996984
 TG2001!UTM  13      -   0.99990621  x   0.99975053  =   0.99965676
 TG2001
 TG2001:                Primary Azimuth Mark                     Grid Az
 TG2001:SPC ND N     -  BOUNDARY MON 602 CD US                   092 10 33.6
 TG2001:UTM  13      -  BOUNDARY MON 602 CD US                   088 48 40.7
 TG2001
 TG2001|---------------------------------------------------------------------|
 TG2001| PID    Reference Object                     Distance      Geod. Az  |
 TG2001|                                                           dddmmss.s |
 TG2001| TG2002 BOUNDARY MON 602 CD US              APPROX. 2.4 KM 0895713.0 |
 TG2001| TG1999 BOUNDARY MON 601 A 66                35.697 METERS 26957     |
 TG2001|---------------------------------------------------------------------|
 TG2001
 TG2001                          SUPERSEDED SURVEY CONTROL
 TG2001
 TG2001  NAD 83(1986)-  48 59 57.49874(N)    103 29 11.60646(W) AD(       ) 3
 TG2001
 TG2001.Superseded values are not recommended for survey control.
 TG2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2001.See file dsdata.txt to determine how the superseded data were derived.
 TG2001
 TG2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1069728482(NAD 83)
 TG2001_MARKER: U = CONCRETE POST
 TG2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2001+STABILITY: SURFACE MOTION
 TG2001
 TG2001  HISTORY     - Date     Condition        Report By
 TG2001  HISTORY     - 1966     MONUMENTED       IBC
 TG2001  HISTORY     - 1971     GOOD             IBC
 TG2001  HISTORY     - 1975     GOOD             IBC
 TG2001
 TG2001                          STATION DESCRIPTION
 TG2001
 TG2001'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TG2001'THE IMPROVED HIGHWAY WAS LOCATED ABOUT ONE - QUARTER MILE EAST OF THE
 TG2001'OLD CROSSING.  ORNAMENTAL MONUMENTS 601-A AND 601-B WERE SET TO MARK
 TG2001'THE BOUNDARY CROSSING BETWEEN TORQUAY, SASKATCHEWAN, ON SASKATCHEWAN
 TG2001'HIGHWAY NO 350 AND AMBROSE, NORTH DAKOTA.  THE MONUMENTS ARE SET ON
 TG2001'A STRAIGHT - LINE COURSE BETWEEN MONUMENTS 601 AND 602.
 TG2001
 TG2001                          STATION RECOVERY (1971)
 TG2001
 TG2001'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG2001'RECOVERED IN GOOD CONDITION.
 TG2001
 TG2001                          STATION RECOVERY (1975)
 TG2001
 TG2001'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1997 ***********************************************************************
 TG1997  DESIGNATION -  BOUNDARY MON 601 CD US
 TG1997  PID         -  TG1997
 TG1997  STATE/COUNTY-  ND/DIVIDE
 TG1997  USGS QUAD   -  AMBROSE (1948)
 TG1997
 TG1997                         *CURRENT SURVEY CONTROL
 TG1997  ___________________________________________________________________
 TG1997* NAD 83(1996)-  48 59 57.48417(N)    103 29 32.63488(W)     ADJUSTED  
 TG1997* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 TG1997  ___________________________________________________________________
 TG1997  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TG1997  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG1997
 TG1997  HORZ ORDER  -  THIRD
 TG1997
 TG1997.The horizontal coordinates were established by classical geodetic methods
 TG1997.and adjusted by the National Geodetic Survey in January 1998..
 TG1997
 TG1997.The orthometric height was scaled from a topographic map.
 TG1997
 TG1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1997
 TG1997.The geoid height was determined by GEOID03.
 TG1997
 TG1997;                    North         East     Units Scale Factor Converg.
 TG1997;SPC ND N     -   226,554.724   381,078.952   MT  1.00006364   -2 13 36.3
 TG1997;SPC ND N     -   743,289.78  1,250,259.03   iFT  1.00006364   -2 13 36.3
 TG1997;UTM  13      - 5,428,473.088   610,269.561   MT  0.99974937   +1 08 16.5
 TG1997
 TG1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1997!SPC ND N     -   0.99990603  x   1.00006364  =   0.99996967
 TG1997!UTM  13      -   0.99990603  x   0.99974937  =   0.99965543
 TG1997
 TG1997:                Primary Azimuth Mark                     Grid Az
 TG1997:SPC ND N     -  CUSTOM                                   304 33 27.7
 TG1997:UTM  13      -  CUSTOM                                   301 11 34.9
 TG1997
 TG1997|---------------------------------------------------------------------|
 TG1997| PID    Reference Object                     Distance      Geod. Az  |
 TG1997|                                                           dddmmss.s |
 TG1997| TG1952 CUSTOM                              APPROX. 1.5 KM 3021951.4 |
 TG1997|---------------------------------------------------------------------|
 TG1997
 TG1997                          SUPERSEDED SURVEY CONTROL
 TG1997
 TG1997  NAD 83(1986)-  48 59 57.48695(N)    103 29 32.62498(W) AD(       ) 3
 TG1997
 TG1997.Superseded values are not recommended for survey control.
 TG1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1997.See file dsdata.txt to determine how the superseded data were derived.
 TG1997
 TG1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1027028473(NAD 83)
 TG1997_MARKER: Z = SEE DESCRIPTION
 TG1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1997+STABILITY: SURFACE MOTION
 TG1997
 TG1997  HISTORY     - Date     Condition        Report By
 TG1997  HISTORY     - 1911     MONUMENTED       IBC
 TG1997  HISTORY     - 1938     GOOD             IBC
 TG1997  HISTORY     - 1971     GOOD             IBC
 TG1997  HISTORY     - 1975     GOOD             IBC
 TG1997
 TG1997                          STATION DESCRIPTION
 TG1997
 TG1997'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG1997'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1997'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1997'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1997'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1997'
 TG1997'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1997'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1997'---OCTOBER 20, 1818---.
 TG1997'
 TG1997'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1997'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1997'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1997'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1997'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1997'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1997'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1997'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1997'
 TG1997'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1997'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1997'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1997'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1997'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1997'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1997'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1997'AND---CANADA---ON THE WEST SIDE.
 TG1997'
 TG1997'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1997'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1997'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1997'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1997'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1997
 TG1997                          STATION RECOVERY (1938)
 TG1997
 TG1997'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TG1997'RECOVERED IN GOOD CONDITION.
 TG1997
 TG1997                          STATION RECOVERY (1971)
 TG1997
 TG1997'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG1997'RECOVERED IN GOOD CONDITION.
 TG1997
 TG1997                          STATION RECOVERY (1975)
 TG1997
 TG1997'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2002 ***********************************************************************
 TG2002  DESIGNATION -  BOUNDARY MON 602 CD US
 TG2002  PID         -  TG2002
 TG2002  STATE/COUNTY-  ND/DIVIDE
 TG2002  USGS QUAD   -  AMBROSE (1948)
 TG2002
 TG2002                         *CURRENT SURVEY CONTROL
 TG2002  ___________________________________________________________________
 TG2002* NAD 83(1996)-  48 59 57.54259(N)    103 27 11.49434(W)     ADJUSTED  
 TG2002* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 TG2002  ___________________________________________________________________
 TG2002  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 TG2002  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG2002
 TG2002  HORZ ORDER  -  THIRD
 TG2002
 TG2002.The horizontal coordinates were established by classical geodetic methods
 TG2002.and adjusted by the National Geodetic Survey in January 1998..
 TG2002
 TG2002.The orthometric height was scaled from a topographic map.
 TG2002
 TG2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2002
 TG2002.The geoid height was determined by GEOID03.
 TG2002
 TG2002;                    North         East     Units Scale Factor Converg.
 TG2002;SPC ND N     -   226,445.785   383,945.857   MT  1.00006364   -2 11 51.3
 TG2002;SPC ND N     -   742,932.37  1,259,664.89   iFT  1.00006364   -2 11 51.3
 TG2002;UTM  13      - 5,428,532.589   613,137.028   MT  0.99975724   +1 10 03.0
 TG2002
 TG2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2002!SPC ND N     -   0.99990807  x   1.00006364  =   0.99997170
 TG2002!UTM  13      -   0.99990807  x   0.99975724  =   0.99966533
 TG2002
 TG2002:                Primary Azimuth Mark                     Grid Az
 TG2002:SPC ND N     -  NAT                                      209 50 03.7
 TG2002:UTM  13      -  NAT                                      206 28 09.4
 TG2002
 TG2002|---------------------------------------------------------------------|
 TG2002| PID    Reference Object                     Distance      Geod. Az  |
 TG2002|                                                           dddmmss.s |
 TG2002| TG2085 NAT                                 APPROX. 1.8 KM 2073812.4 |
 TG2002|---------------------------------------------------------------------|
 TG2002
 TG2002                          SUPERSEDED SURVEY CONTROL
 TG2002
 TG2002  NAD 83(1986)-  48 59 57.54534(N)    103 27 11.48460(W) AD(       ) 3
 TG2002
 TG2002.Superseded values are not recommended for survey control.
 TG2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2002.See file dsdata.txt to determine how the superseded data were derived.
 TG2002
 TG2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1313728533(NAD 83)
 TG2002_MARKER: Z = SEE DESCRIPTION
 TG2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2002+STABILITY: SURFACE MOTION
 TG2002
 TG2002  HISTORY     - Date     Condition        Report By
 TG2002  HISTORY     - 1911     MONUMENTED       IBC
 TG2002  HISTORY     - 1975     GOOD             IBC
 TG2002
 TG2002                          STATION DESCRIPTION
 TG2002
 TG2002'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2002'THE GENERAL TYPE OF CAST - IRON MONUMENT 1872-76 ARE HOLLOW IRON
 TG2002'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2002'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2002'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2002'
 TG2002'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2002'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2002'---OCTOBER 20, 1818---.
 TG2002'
 TG2002'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2002'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2002'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2002'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2002'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2002'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2002'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2002'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2002'
 TG2002'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2002'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2002'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2002'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2002'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2002'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2002'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2002'AND---CANADA---ON THE WEST SIDE.
 TG2002'
 TG2002'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2002'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2002'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2002'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2002'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2002
 TG2002                          STATION RECOVERY (1975)
 TG2002
 TG2002'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2003 ***********************************************************************
 TG2003  DESIGNATION -  BOUNDARY MON 603 CD US
 TG2003  PID         -  TG2003
 TG2003  STATE/COUNTY-  ND/DIVIDE
 TG2003  USGS QUAD   -  AMBROSE (1948)
 TG2003
 TG2003                         *CURRENT SURVEY CONTROL
 TG2003  ___________________________________________________________________
 TG2003* NAD 83(1996)-  48 59 57.59897(N)    103 24 56.25361(W)     ADJUSTED  
 TG2003* NAVD 88     -       598.     (meters)    1962.     (feet)  SCALED    
 TG2003  ___________________________________________________________________
 TG2003  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 TG2003  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG2003
 TG2003  HORZ ORDER  -  THIRD
 TG2003
 TG2003.The horizontal coordinates were established by classical geodetic methods
 TG2003.and adjusted by the National Geodetic Survey in January 1998..
 TG2003
 TG2003.The orthometric height was scaled from a topographic map.
 TG2003
 TG2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2003
 TG2003.The geoid height was determined by GEOID03.
 TG2003
 TG2003;                    North         East     Units Scale Factor Converg.
 TG2003;SPC ND N     -   226,342.782   386,692.975   MT  1.00006365   -2 10 10.6
 TG2003;SPC ND N     -   742,594.43  1,268,677.74   iFT  1.00006365   -2 10 10.6
 TG2003;UTM  13      - 5,428,591.006   615,884.623   MT  0.99976497   +1 11 45.1
 TG2003
 TG2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2003!SPC ND N     -   0.99990924  x   1.00006365  =   0.99997289
 TG2003!UTM  13      -   0.99990924  x   0.99976497  =   0.99967423
 TG2003
 TG2003:                Primary Azimuth Mark                     Grid Az
 TG2003:SPC ND N     -  GUBERT                                   165 42 28.5
 TG2003:UTM  13      -  GUBERT                                   162 20 32.8
 TG2003
 TG2003|---------------------------------------------------------------------|
 TG2003| PID    Reference Object                     Distance      Geod. Az  |
 TG2003|                                                           dddmmss.s |
 TG2003| TG1965 GUBERT                              APPROX. 1.3 KM 1633217.9 |
 TG2003|---------------------------------------------------------------------|
 TG2003
 TG2003                          SUPERSEDED SURVEY CONTROL
 TG2003
 TG2003  NAD 83(1986)-  48 59 57.60167(N)    103 24 56.24398(W) AD(       ) 3
 TG2003
 TG2003.Superseded values are not recommended for survey control.
 TG2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2003.See file dsdata.txt to determine how the superseded data were derived.
 TG2003
 TG2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1588528591(NAD 83)
 TG2003_MARKER: Z = SEE DESCRIPTION
 TG2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2003+STABILITY: SURFACE MOTION
 TG2003
 TG2003  HISTORY     - Date     Condition        Report By
 TG2003  HISTORY     - 1911     MONUMENTED       IBC
 TG2003  HISTORY     - 1975     GOOD             IBC
 TG2003
 TG2003                          STATION DESCRIPTION
 TG2003
 TG2003'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2003'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2003'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2003'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2003'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2003'
 TG2003'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2003'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2003'---OCTOBER 20, 1818---.
 TG2003'
 TG2003'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2003'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2003'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2003'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2003'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2003'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2003'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2003'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2003'
 TG2003'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2003'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2003'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2003'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2003'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2003'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2003'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2003'AND---CANADA---ON THE WEST SIDE.
 TG2003'
 TG2003'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2003'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2003'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2003'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2003'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2003
 TG2003                          STATION RECOVERY (1975)
 TG2003
 TG2003'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2004 ***********************************************************************
 TG2004  DESIGNATION -  BOUNDARY MON 604 CD US
 TG2004  PID         -  TG2004
 TG2004  STATE/COUNTY-  ND/DIVIDE
 TG2004  USGS QUAD   -  AMBROSE (1948)
 TG2004
 TG2004                         *CURRENT SURVEY CONTROL
 TG2004  ___________________________________________________________________
 TG2004* NAD 83(1996)-  48 59 57.64917(N)    103 22 51.16941(W)     ADJUSTED  
 TG2004* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 TG2004  ___________________________________________________________________
 TG2004  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TG2004  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TG2004
 TG2004  HORZ ORDER  -  THIRD
 TG2004
 TG2004.The horizontal coordinates were established by classical geodetic methods
 TG2004.and adjusted by the National Geodetic Survey in January 1998..
 TG2004
 TG2004.The orthometric height was scaled from a topographic map.
 TG2004
 TG2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2004
 TG2004.The geoid height was determined by GEOID03.
 TG2004
 TG2004;                    North         East     Units Scale Factor Converg.
 TG2004;SPC ND N     -   226,248.648   389,233.826   MT  1.00006365   -2 08 37.5
 TG2004;SPC ND N     -   742,285.59  1,277,013.86   iFT  1.00006365   -2 08 37.5
 TG2004;UTM  13      - 5,428,646.187   618,425.868   MT  0.99977229   +1 13 19.5
 TG2004
 TG2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2004!SPC ND N     -   0.99990948  x   1.00006365  =   0.99997312
 TG2004!UTM  13      -   0.99990948  x   0.99977229  =   0.99968179
 TG2004
 TG2004:                Primary Azimuth Mark                     Grid Az
 TG2004:SPC ND N     -  LISTER                                   066 20 09.7
 TG2004:UTM  13      -  LISTER                                   062 58 12.7
 TG2004
 TG2004|---------------------------------------------------------------------|
 TG2004| PID    Reference Object                     Distance      Geod. Az  |
 TG2004|                                                           dddmmss.s |
 TG2004| TG1975 LISTER                              APPROX. 3.5 KM 0641132.2 |
 TG2004|---------------------------------------------------------------------|
 TG2004
 TG2004                          SUPERSEDED SURVEY CONTROL
 TG2004
 TG2004  NAD 83(1986)-  48 59 57.65179(N)    103 22 51.16001(W) AD(       ) 3
 TG2004
 TG2004.Superseded values are not recommended for survey control.
 TG2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2004.See file dsdata.txt to determine how the superseded data were derived.
 TG2004
 TG2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1842628646(NAD 83)
 TG2004_MARKER: Z = SEE DESCRIPTION
 TG2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2004_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2004+STABILITY: SURFACE MOTION
 TG2004
 TG2004  HISTORY     - Date     Condition        Report By
 TG2004  HISTORY     - 1911     MONUMENTED       IBC
 TG2004  HISTORY     - 1975     GOOD             IBC
 TG2004
 TG2004                          STATION DESCRIPTION
 TG2004
 TG2004'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2004'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2004'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2004'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2004'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2004'
 TG2004'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2004'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2004'---OCTOBER 20, 1818---.
 TG2004'
 TG2004'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2004'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2004'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2004'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2004'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2004'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2004'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2004'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2004'
 TG2004'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2004'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2004'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2004'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2004'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2004'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2004'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2004'AND---CANADA---ON THE WEST SIDE.
 TG2004'
 TG2004'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2004'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2004'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2004'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2004'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2004
 TG2004                          STATION RECOVERY (1975)
 TG2004
 TG2004'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2005 ***********************************************************************
 TG2005  DESIGNATION -  BOUNDARY MON 605 CD US
 TG2005  PID         -  TG2005
 TG2005  STATE/COUNTY-  ND/DIVIDE
 TG2005  USGS QUAD   -  CROSBY (1981)
 TG2005
 TG2005                         *CURRENT SURVEY CONTROL
 TG2005  ___________________________________________________________________
 TG2005* NAD 83(1996)-  48 59 57.69362(N)    103 21 01.97143(W)     ADJUSTED  
 TG2005* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 TG2005  ___________________________________________________________________
 TG2005  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 TG2005  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG2005
 TG2005  HORZ ORDER  -  THIRD
 TG2005
 TG2005.The horizontal coordinates were established by classical geodetic methods
 TG2005.and adjusted by the National Geodetic Survey in January 1998..
 TG2005
 TG2005.The orthometric height was scaled from a topographic map.
 TG2005
 TG2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2005
 TG2005.The geoid height was determined by GEOID03.
 TG2005
 TG2005;                    North         East     Units Scale Factor Converg.
 TG2005;SPC ND N     -   226,167.426   391,452.013   MT  1.00006365   -2 07 16.3
 TG2005;SPC ND N     -   742,019.11  1,284,291.38   iFT  1.00006365   -2 07 16.3
 TG2005;UTM  13      - 5,428,695.330   620,644.358   MT  0.99977881   +1 14 42.0
 TG2005
 TG2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2005!SPC ND N     -   0.99991202  x   1.00006365  =   0.99997566
 TG2005!UTM  13      -   0.99991202  x   0.99977881  =   0.99969085
 TG2005
 TG2005:                Primary Azimuth Mark                     Grid Az
 TG2005:SPC ND N     -  HUSO                                     153 50 29.7
 TG2005:UTM  13      -  HUSO                                     150 28 31.4
 TG2005
 TG2005|---------------------------------------------------------------------|
 TG2005| PID    Reference Object                     Distance      Geod. Az  |
 TG2005|                                                           dddmmss.s |
 TG2005| TG1970 HUSO                                APPROX. 2.6 KM 1514313.4 |
 TG2005|---------------------------------------------------------------------|
 TG2005
 TG2005                          SUPERSEDED SURVEY CONTROL
 TG2005
 TG2005  NAD 83(1986)-  48 59 57.69616(N)    103 21 01.96226(W) AD(       ) 3
 TG2005
 TG2005.Superseded values are not recommended for survey control.
 TG2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2005.See file dsdata.txt to determine how the superseded data were derived.
 TG2005
 TG2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2064428695(NAD 83)
 TG2005_MARKER: Z = SEE DESCRIPTION
 TG2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2005_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2005+STABILITY: SURFACE MOTION
 TG2005
 TG2005  HISTORY     - Date     Condition        Report By
 TG2005  HISTORY     - 1911     MONUMENTED       IBC
 TG2005  HISTORY     - 1975     GOOD             IBC
 TG2005
 TG2005                          STATION DESCRIPTION
 TG2005
 TG2005'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2005'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2005'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2005'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2005'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2005'
 TG2005'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2005'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2005'---OCTOBER 20, 1818---.
 TG2005'
 TG2005'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2005'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2005'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2005'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2005'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2005'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2005'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2005'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2005'
 TG2005'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2005'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2005'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2005'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2005'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2005'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2005'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2005'AND---CANADA---ON THE WEST SIDE.
 TG2005'
 TG2005'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2005'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2005'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2005'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2005'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2005
 TG2005                          STATION RECOVERY (1975)
 TG2005
 TG2005'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2006 ***********************************************************************
 TG2006  DESIGNATION -  BOUNDARY MON 606 CD US
 TG2006  PID         -  TG2006
 TG2006  STATE/COUNTY-  ND/DIVIDE
 TG2006  USGS QUAD   -  CROSBY (1981)
 TG2006
 TG2006                         *CURRENT SURVEY CONTROL
 TG2006  ___________________________________________________________________
 TG2006* NAD 83(1996)-  48 59 57.74026(N)    103 18 52.48944(W)     ADJUSTED  
 TG2006* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 TG2006  ___________________________________________________________________
 TG2006  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TG2006  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG2006
 TG2006  HORZ ORDER  -  THIRD
 TG2006
 TG2006.The horizontal coordinates were established by classical geodetic methods
 TG2006.and adjusted by the National Geodetic Survey in January 1998..
 TG2006
 TG2006.The orthometric height was scaled from a topographic map.
 TG2006
 TG2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2006
 TG2006.The geoid height was determined by GEOID03.
 TG2006
 TG2006;                    North         East     Units Scale Factor Converg.
 TG2006;SPC ND N     -   226,072.062   394,082.273   MT  1.00006366   -2 05 39.9
 TG2006;SPC ND N     -   741,706.24  1,292,920.84   iFT  1.00006366   -2 05 39.9
 TG2006;UTM  13      - 5,428,754.564   623,274.940   MT  0.99978669   +1 16 19.7
 TG2006
 TG2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2006!SPC ND N     -   0.99991088  x   1.00006366  =   0.99997454
 TG2006!UTM  13      -   0.99991088  x   0.99978669  =   0.99969759
 TG2006
 TG2006:                Primary Azimuth Mark                     Grid Az
 TG2006:SPC ND N     -  HUSO                                     213 01 25.3
 TG2006:UTM  13      -  HUSO                                     209 39 25.7
 TG2006
 TG2006|---------------------------------------------------------------------|
 TG2006| PID    Reference Object                     Distance      Geod. Az  |
 TG2006|                                                           dddmmss.s |
 TG2006| TG1970 HUSO                                APPROX. 2.7 KM 2105545.4 |
 TG2006|---------------------------------------------------------------------|
 TG2006
 TG2006                          SUPERSEDED SURVEY CONTROL
 TG2006
 TG2006  NAD 83(1986)-  48 59 57.74266(N)    103 18 52.48059(W) AD(       ) 3
 TG2006
 TG2006.Superseded values are not recommended for survey control.
 TG2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2006.See file dsdata.txt to determine how the superseded data were derived.
 TG2006
 TG2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2327528755(NAD 83)
 TG2006_MARKER: Z = SEE DESCRIPTION
 TG2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2006_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2006+STABILITY: SURFACE MOTION
 TG2006
 TG2006  HISTORY     - Date     Condition        Report By
 TG2006  HISTORY     - 1911     MONUMENTED       IBC
 TG2006  HISTORY     - 1975     GOOD             IBC
 TG2006
 TG2006                          STATION DESCRIPTION
 TG2006
 TG2006'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2006'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2006'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2006'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2006'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2006'
 TG2006'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2006'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2006'---OCTOBER 20, 1818---.
 TG2006'
 TG2006'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2006'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2006'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2006'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2006'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2006'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2006'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2006'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2006'
 TG2006'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2006'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2006'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2006'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2006'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2006'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2006'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2006'AND---CANADA---ON THE WEST SIDE.
 TG2006'
 TG2006'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2006'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2006'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2006'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2006'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2006
 TG2006                          STATION RECOVERY (1975)
 TG2006
 TG2006'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2007 ***********************************************************************
 TG2007  DESIGNATION -  BOUNDARY MON 607 CD US
 TG2007  PID         -  TG2007
 TG2007  STATE/COUNTY-  ND/DIVIDE
 TG2007  USGS QUAD   -  CROSBY (1981)
 TG2007
 TG2007                         *CURRENT SURVEY CONTROL
 TG2007  ___________________________________________________________________
 TG2007* NAD 83(1996)-  48 59 57.78622(N)    103 17 02.05409(W)     ADJUSTED  
 TG2007* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 TG2007  ___________________________________________________________________
 TG2007  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 TG2007  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG2007
 TG2007  HORZ ORDER  -  THIRD
 TG2007
 TG2007.The horizontal coordinates were established by classical geodetic methods
 TG2007.and adjusted by the National Geodetic Survey in January 1998..
 TG2007
 TG2007.The orthometric height was scaled from a topographic map.
 TG2007
 TG2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2007
 TG2007.The geoid height was determined by GEOID03.
 TG2007
 TG2007;                    North         East     Units Scale Factor Converg.
 TG2007;SPC ND N     -   225,991.888   396,325.665   MT  1.00006366   -2 04 17.7
 TG2007;SPC ND N     -   741,443.20  1,300,281.05   iFT  1.00006366   -2 04 17.7
 TG2007;UTM  13      - 5,428,806.261   625,518.555   MT  0.99979355   +1 17 43.1
 TG2007
 TG2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2007!SPC ND N     -   0.99991105  x   1.00006366  =   0.99997471
 TG2007!UTM  13      -   0.99991105  x   0.99979355  =   0.99970462
 TG2007
 TG2007:                Primary Azimuth Mark                     Grid Az
 TG2007:SPC ND N     -  HOLD                                     016 29 32.1
 TG2007:UTM  13      -  HOLD                                     013 07 31.3
 TG2007
 TG2007|---------------------------------------------------------------------|
 TG2007| PID    Reference Object                     Distance      Geod. Az  |
 TG2007|                                                           dddmmss.s |
 TG2007| TG1969 HOLD                                APPROX. 1.6 KM 0142514.4 |
 TG2007|---------------------------------------------------------------------|
 TG2007
 TG2007                          SUPERSEDED SURVEY CONTROL
 TG2007
 TG2007  NAD 83(1986)-  48 59 57.78848(N)    103 17 02.04553(W) AD(       ) 3
 TG2007
 TG2007.Superseded values are not recommended for survey control.
 TG2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2007.See file dsdata.txt to determine how the superseded data were derived.
 TG2007
 TG2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2551928806(NAD 83)
 TG2007_MARKER: Z = SEE DESCRIPTION
 TG2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2007+STABILITY: SURFACE MOTION
 TG2007
 TG2007  HISTORY     - Date     Condition        Report By
 TG2007  HISTORY     - 1911     MONUMENTED       IBC
 TG2007  HISTORY     - 1975     GOOD             IBC
 TG2007
 TG2007                          STATION DESCRIPTION
 TG2007
 TG2007'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2007'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2007'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2007'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2007'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2007'
 TG2007'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2007'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2007'---OCTOBER 20, 1818---.
 TG2007'
 TG2007'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2007'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2007'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2007'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2007'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2007'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2007'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2007'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2007'
 TG2007'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2007'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2007'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2007'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2007'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2007'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2007'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2007'AND---CANADA---ON THE WEST SIDE.
 TG2007'
 TG2007'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2007'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2007'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2007'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2007'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2007
 TG2007                          STATION RECOVERY (1975)
 TG2007
 TG2007'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2008 ***********************************************************************
 TG2008  DESIGNATION -  BOUNDARY MON 608 CD US
 TG2008  PID         -  TG2008
 TG2008  STATE/COUNTY-  ND/DIVIDE
 TG2008  USGS QUAD   -  CROSBY (1981)
 TG2008
 TG2008                         *CURRENT SURVEY CONTROL
 TG2008  ___________________________________________________________________
 TG2008* NAD 83(1996)-  48 59 57.81857(N)    103 15 36.47690(W)     ADJUSTED  
 TG2008* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 TG2008  ___________________________________________________________________
 TG2008  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 TG2008  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG2008
 TG2008  HORZ ORDER  -  THIRD
 TG2008
 TG2008.The horizontal coordinates were established by classical geodetic methods
 TG2008.and adjusted by the National Geodetic Survey in January 1998..
 TG2008
 TG2008.The orthometric height was scaled from a topographic map.
 TG2008
 TG2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2008
 TG2008.The geoid height was determined by GEOID03.
 TG2008
 TG2008;                    North         East     Units Scale Factor Converg.
 TG2008;SPC ND N     -   225,930.274   398,064.105   MT  1.00006366   -2 03 14.1
 TG2008;SPC ND N     -   741,241.06  1,305,984.60   iFT  1.00006366   -2 03 14.1
 TG2008;UTM  13      - 5,428,846.845   627,257.147   MT  0.99979894   +1 18 47.7
 TG2008
 TG2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2008!SPC ND N     -   0.99991094  x   1.00006366  =   0.99997460
 TG2008!UTM  13      -   0.99991094  x   0.99979894  =   0.99970990
 TG2008
 TG2008:                Primary Azimuth Mark                     Grid Az
 TG2008:SPC ND N     -  GOOD                                     083 23 18.6
 TG2008:UTM  13      -  GOOD                                     080 01 16.8
 TG2008
 TG2008|---------------------------------------------------------------------|
 TG2008| PID    Reference Object                     Distance      Geod. Az  |
 TG2008|                                                           dddmmss.s |
 TG2008| TG1962 GOOD                                APPROX. 3.6 KM 0812004.5 |
 TG2008|---------------------------------------------------------------------|
 TG2008
 TG2008                          SUPERSEDED SURVEY CONTROL
 TG2008
 TG2008  NAD 83(1986)-  48 59 57.82072(N)    103 15 36.46856(W) AD(       ) 3
 TG2008
 TG2008.Superseded values are not recommended for survey control.
 TG2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2008.See file dsdata.txt to determine how the superseded data were derived.
 TG2008
 TG2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2725728847(NAD 83)
 TG2008_MARKER: Z = SEE DESCRIPTION
 TG2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2008+STABILITY: SURFACE MOTION
 TG2008
 TG2008  HISTORY     - Date     Condition        Report By
 TG2008  HISTORY     - 1911     MONUMENTED       IBC
 TG2008  HISTORY     - 1975     GOOD             IBC
 TG2008
 TG2008                          STATION DESCRIPTION
 TG2008
 TG2008'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2008'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2008'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2008'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2008'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2008'
 TG2008'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2008'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2008'---OCTOBER 20, 1818---.
 TG2008'
 TG2008'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2008'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2008'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2008'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2008'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2008'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2008'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2008'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2008'
 TG2008'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2008'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2008'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2008'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2008'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2008'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2008'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2008'AND---CANADA---ON THE WEST SIDE.
 TG2008'
 TG2008'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2008'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2008'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2008'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2008'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2008
 TG2008                          STATION RECOVERY (1975)
 TG2008
 TG2008'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2009 ***********************************************************************
 TG2009  DESIGNATION -  BOUNDARY MON 609 CD US
 TG2009  PID         -  TG2009
 TG2009  STATE/COUNTY-  ND/DIVIDE
 TG2009  USGS QUAD   -  PAULSON (1949)
 TG2009
 TG2009                         *CURRENT SURVEY CONTROL
 TG2009  ___________________________________________________________________
 TG2009* NAD 83(1996)-  48 59 57.87628(N)    103 13 46.22157(W)     ADJUSTED  
 TG2009* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 TG2009  ___________________________________________________________________
 TG2009  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 TG2009  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG2009
 TG2009  HORZ ORDER  -  THIRD
 TG2009
 TG2009.The horizontal coordinates were established by classical geodetic methods
 TG2009.and adjusted by the National Geodetic Survey in January 1998..
 TG2009
 TG2009.The orthometric height was scaled from a topographic map.
 TG2009
 TG2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2009
 TG2009.The geoid height was determined by GEOID03.
 TG2009
 TG2009;                    North         East     Units Scale Factor Converg.
 TG2009;SPC ND N     -   225,852.178   400,303.908   MT  1.00006367   -2 01 52.0
 TG2009;SPC ND N     -   740,984.84  1,313,333.03   iFT  1.00006367   -2 01 52.0
 TG2009;UTM  13      - 5,428,900.430   629,497.086   MT  0.99980601   +1 20 11.0
 TG2009
 TG2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2009!SPC ND N     -   0.99991121  x   1.00006367  =   0.99997488
 TG2009!UTM  13      -   0.99991121  x   0.99980601  =   0.99971724
 TG2009
 TG2009:                Primary Azimuth Mark                     Grid Az
 TG2009:SPC ND N     -  GOOD                                     069 55 18.9
 TG2009:UTM  13      -  GOOD                                     066 33 15.9
 TG2009
 TG2009|---------------------------------------------------------------------|
 TG2009| PID    Reference Object                     Distance      Geod. Az  |
 TG2009|                                                           dddmmss.s |
 TG2009| TG1962 GOOD                                APPROX. 1.4 KM 0675326.9 |
 TG2009|---------------------------------------------------------------------|
 TG2009
 TG2009                          SUPERSEDED SURVEY CONTROL
 TG2009
 TG2009  NAD 83(1986)-  48 59 57.87827(N)    103 13 46.21357(W) AD(       ) 3
 TG2009
 TG2009.Superseded values are not recommended for survey control.
 TG2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2009.See file dsdata.txt to determine how the superseded data were derived.
 TG2009
 TG2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2949728900(NAD 83)
 TG2009_MARKER: Z = SEE DESCRIPTION
 TG2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2009_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2009+STABILITY: SURFACE MOTION
 TG2009
 TG2009  HISTORY     - Date     Condition        Report By
 TG2009  HISTORY     - 1911     MONUMENTED       IBC
 TG2009  HISTORY     - 1975     GOOD             IBC
 TG2009
 TG2009                          STATION DESCRIPTION
 TG2009
 TG2009'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2009'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2009'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2009'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2009'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2009'
 TG2009'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2009'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2009'---OCTOBER 20, 1818---.
 TG2009'
 TG2009'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2009'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2009'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2009'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2009'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2009'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2009'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2009'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2009'
 TG2009'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2009'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2009'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2009'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2009'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2009'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2009'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2009'AND---CANADA---ON THE WEST SIDE.
 TG2009'
 TG2009'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2009'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2009'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2009'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2009'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2009
 TG2009                          STATION RECOVERY (1975)
 TG2009
 TG2009'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2010 ***********************************************************************
 TG2010  DESIGNATION -  BOUNDARY MON 610 CD US
 TG2010  PID         -  TG2010
 TG2010  STATE/COUNTY-  ND/DIVIDE
 TG2010  USGS QUAD   -  PAULSON (1949)
 TG2010
 TG2010                         *CURRENT SURVEY CONTROL
 TG2010  ___________________________________________________________________
 TG2010* NAD 83(1996)-  48 59 57.92335(N)    103 12 11.52619(W)     ADJUSTED  
 TG2010* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 TG2010  ___________________________________________________________________
 TG2010  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 TG2010  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TG2010
 TG2010  HORZ ORDER  -  THIRD
 TG2010
 TG2010.The horizontal coordinates were established by classical geodetic methods
 TG2010.and adjusted by the National Geodetic Survey in January 1998..
 TG2010
 TG2010.The orthometric height was scaled from a topographic map.
 TG2010
 TG2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2010
 TG2010.The geoid height was determined by GEOID03.
 TG2010
 TG2010;                    North         East     Units Scale Factor Converg.
 TG2010;SPC ND N     -   225,785.738   402,227.638   MT  1.00006367   -2 00 41.6
 TG2010;SPC ND N     -   740,766.86  1,319,644.48   iFT  1.00006367   -2 00 41.6
 TG2010;UTM  13      - 5,428,947.097   631,420.906   MT  0.99981218   +1 21 22.5
 TG2010
 TG2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2010!SPC ND N     -   0.99991126  x   1.00006367  =   0.99997492
 TG2010!UTM  13      -   0.99991126  x   0.99981218  =   0.99972345
 TG2010
 TG2010:                Primary Azimuth Mark                     Grid Az
 TG2010:SPC ND N     -  MOUSE                                    174 21 10.9
 TG2010:UTM  13      -  MOUSE                                    170 59 06.8
 TG2010
 TG2010|---------------------------------------------------------------------|
 TG2010| PID    Reference Object                     Distance      Geod. Az  |
 TG2010|                                                           dddmmss.s |
 TG2010| TG2053 MOUSE                               APPROX. 2.0 KM 1722029.3 |
 TG2010|---------------------------------------------------------------------|
 TG2010
 TG2010                          SUPERSEDED SURVEY CONTROL
 TG2010
 TG2010  NAD 83(1986)-  48 59 57.92520(N)    103 12 11.51848(W) AD(       ) 3
 TG2010
 TG2010.Superseded values are not recommended for survey control.
 TG2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2010.See file dsdata.txt to determine how the superseded data were derived.
 TG2010
 TG2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3142128947(NAD 83)
 TG2010_MARKER: Z = SEE DESCRIPTION
 TG2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2010+STABILITY: SURFACE MOTION
 TG2010
 TG2010  HISTORY     - Date     Condition        Report By
 TG2010  HISTORY     - 1911     MONUMENTED       IBC
 TG2010  HISTORY     - 1975     GOOD             IBC
 TG2010
 TG2010                          STATION DESCRIPTION
 TG2010
 TG2010'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2010'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2010'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2010'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2010'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2010'
 TG2010'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2010'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2010'---OCTOBER 20, 1818---.
 TG2010'
 TG2010'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2010'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2010'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2010'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2010'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2010'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2010'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2010'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2010'
 TG2010'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2010'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2010'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2010'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2010'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2010'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2010'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2010'AND---CANADA---ON THE WEST SIDE.
 TG2010'
 TG2010'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2010'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2010'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2010'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2010'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2010
 TG2010                          STATION RECOVERY (1975)
 TG2010
 TG2010'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2011 ***********************************************************************
 TG2011  DESIGNATION -  BOUNDARY MON 611 CD US
 TG2011  PID         -  TG2011
 TG2011  STATE/COUNTY-  ND/DIVIDE
 TG2011  USGS QUAD   -  PAULSON (1949)
 TG2011
 TG2011                         *CURRENT SURVEY CONTROL
 TG2011  ___________________________________________________________________
 TG2011* NAD 83(1996)-  48 59 57.81559(N)    103 09 51.97105(W)     ADJUSTED  
 TG2011* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 TG2011  ___________________________________________________________________
 TG2011  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 TG2011  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG2011
 TG2011  HORZ ORDER  -  THIRD
 TG2011
 TG2011.The horizontal coordinates were established by classical geodetic methods
 TG2011.and adjusted by the National Geodetic Survey in January 1998..
 TG2011
 TG2011.The orthometric height was scaled from a topographic map.
 TG2011
 TG2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2011
 TG2011.The geoid height was determined by GEOID03.
 TG2011
 TG2011;                    North         East     Units Scale Factor Converg.
 TG2011;SPC ND N     -   225,683.553   405,062.541   MT  1.00006366   -1 58 57.7
 TG2011;SPC ND N     -   740,431.60  1,328,945.34   iFT  1.00006366   -1 58 57.7
 TG2011;UTM  13      - 5,429,011.620   634,256.216   MT  0.99982143   +1 23 07.8
 TG2011
 TG2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2011!SPC ND N     -   0.99991168  x   1.00006366  =   0.99997534
 TG2011!UTM  13      -   0.99991168  x   0.99982143  =   0.99973313
 TG2011
 TG2011:                Primary Azimuth Mark                     Grid Az
 TG2011:SPC ND N     -  MOUSE                                    234 37 50.6
 TG2011:UTM  13      -  MOUSE                                    231 15 45.1
 TG2011
 TG2011|---------------------------------------------------------------------|
 TG2011| PID    Reference Object                     Distance      Geod. Az  |
 TG2011|                                                           dddmmss.s |
 TG2011| TG2053 MOUSE                               APPROX. 3.2 KM 2323852.9 |
 TG2011|---------------------------------------------------------------------|
 TG2011
 TG2011                          SUPERSEDED SURVEY CONTROL
 TG2011
 TG2011  NAD 83(1986)-  48 59 57.81722(N)    103 09 51.96379(W) AD(       ) 3
 TG2011
 TG2011.Superseded values are not recommended for survey control.
 TG2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2011.See file dsdata.txt to determine how the superseded data were derived.
 TG2011
 TG2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3425629012(NAD 83)
 TG2011_MARKER: Z = SEE DESCRIPTION
 TG2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2011+STABILITY: SURFACE MOTION
 TG2011
 TG2011  HISTORY     - Date     Condition        Report By
 TG2011  HISTORY     - 1911     MONUMENTED       IBC
 TG2011  HISTORY     - 1975     GOOD             IBC
 TG2011
 TG2011                          STATION DESCRIPTION
 TG2011
 TG2011'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2011'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2011'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2011'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2011'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2011'
 TG2011'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2011'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2011'---OCTOBER 20, 1818---.
 TG2011'
 TG2011'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2011'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2011'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2011'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2011'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2011'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2011'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2011'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2011'
 TG2011'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2011'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2011'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2011'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2011'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2011'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2011'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2011'AND---CANADA---ON THE WEST SIDE.
 TG2011'
 TG2011'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2011'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2011'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2011'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2011'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2011
 TG2011                          STATION RECOVERY (1975)
 TG2011
 TG2011'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2012 ***********************************************************************
 TG2012  DESIGNATION -  BOUNDARY MON 612 CD US
 TG2012  PID         -  TG2012
 TG2012  STATE/COUNTY-  ND/DIVIDE
 TG2012  USGS QUAD   -  PAULSON (1949)
 TG2012
 TG2012                         *CURRENT SURVEY CONTROL
 TG2012  ___________________________________________________________________
 TG2012* NAD 83(1996)-  48 59 57.72550(N)    103 07 50.88394(W)     ADJUSTED  
 TG2012* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 TG2012  ___________________________________________________________________
 TG2012  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 TG2012  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 TG2012
 TG2012  HORZ ORDER  -  THIRD
 TG2012
 TG2012.The horizontal coordinates were established by classical geodetic methods
 TG2012.and adjusted by the National Geodetic Survey in January 1998..
 TG2012
 TG2012.The orthometric height was scaled from a topographic map.
 TG2012
 TG2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2012
 TG2012.The geoid height was determined by GEOID03.
 TG2012
 TG2012;                    North         East     Units Scale Factor Converg.
 TG2012;SPC ND N     -   225,596.152   407,522.333   MT  1.00006366   -1 57 27.6
 TG2012;SPC ND N     -   740,144.86  1,337,015.53   iFT  1.00006366   -1 57 27.6
 TG2012;UTM  13      - 5,429,068.883   636,716.308   MT  0.99982962   +1 24 39.3
 TG2012
 TG2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2012!SPC ND N     -   0.99991148  x   1.00006366  =   0.99997513
 TG2012!UTM  13      -   0.99991148  x   0.99982962  =   0.99974112
 TG2012
 TG2012:                Primary Azimuth Mark                     Grid Az
 TG2012:SPC ND N     -  MOUSE                                    250 41 41.8
 TG2012:UTM  13      -  MOUSE                                    247 19 34.9
 TG2012
 TG2012|---------------------------------------------------------------------|
 TG2012| PID    Reference Object                     Distance      Geod. Az  |
 TG2012|                                                           dddmmss.s |
 TG2012| TG2053 MOUSE                               APPROX. 5.4 KM 2484414.2 |
 TG2012|---------------------------------------------------------------------|
 TG2012
 TG2012                          SUPERSEDED SURVEY CONTROL
 TG2012
 TG2012  NAD 83(1986)-  48 59 57.72693(N)    103 07 50.87714(W) AD(       ) 3
 TG2012
 TG2012.Superseded values are not recommended for survey control.
 TG2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2012.See file dsdata.txt to determine how the superseded data were derived.
 TG2012
 TG2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3671629069(NAD 83)
 TG2012_MARKER: Z = SEE DESCRIPTION
 TG2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2012+STABILITY: SURFACE MOTION
 TG2012
 TG2012  HISTORY     - Date     Condition        Report By
 TG2012  HISTORY     - 1911     MONUMENTED       IBC
 TG2012  HISTORY     - 1975     GOOD             IBC
 TG2012
 TG2012                          STATION DESCRIPTION
 TG2012
 TG2012'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2012'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2012'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2012'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2012'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2012'
 TG2012'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2012'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2012'---OCTOBER 20, 1818---.
 TG2012'
 TG2012'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2012'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2012'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2012'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2012'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2012'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2012'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2012'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2012'
 TG2012'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2012'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2012'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2012'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2012'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2012'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2012'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2012'AND---CANADA---ON THE WEST SIDE.
 TG2012'
 TG2012'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2012'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2012'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2012'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2012'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2012
 TG2012                          STATION RECOVERY (1975)
 TG2012
 TG2012'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2013 ***********************************************************************
 TG2013  DESIGNATION -  BOUNDARY MON 613 CD US
 TG2013  PID         -  TG2013
 TG2013  STATE/COUNTY-  ND/DIVIDE
 TG2013  USGS QUAD   -  NOONAN (1981)
 TG2013
 TG2013                         *CURRENT SURVEY CONTROL
 TG2013  ___________________________________________________________________
 TG2013* NAD 83(1996)-  48 59 57.71944(N)    103 05 40.19632(W)     ADJUSTED  
 TG2013* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 TG2013  ___________________________________________________________________
 TG2013  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 TG2013  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG2013
 TG2013  HORZ ORDER  -  THIRD
 TG2013
 TG2013.The horizontal coordinates were established by classical geodetic methods
 TG2013.and adjusted by the National Geodetic Survey in January 1998..
 TG2013
 TG2013.The orthometric height was scaled from a topographic map.
 TG2013
 TG2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2013
 TG2013.The geoid height was determined by GEOID03.
 TG2013
 TG2013;                    North         East     Units Scale Factor Converg.
 TG2013;SPC ND N     -   225,505.842   410,177.291   MT  1.00006366   -1 55 50.4
 TG2013;SPC ND N     -   739,848.56  1,345,726.02   iFT  1.00006366   -1 55 50.4
 TG2013;UTM  13      - 5,429,134.725   639,371.375   MT  0.99983863   +1 26 17.9
 TG2013
 TG2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2013!SPC ND N     -   0.99991171  x   1.00006366  =   0.99997537
 TG2013!UTM  13      -   0.99991171  x   0.99983863  =   0.99975036
 TG2013
 TG2013:                Primary Azimuth Mark                     Grid Az
 TG2013:SPC ND N     -  BACON                                    239 43 36.8
 TG2013:UTM  13      -  BACON                                    236 21 28.5
 TG2013
 TG2013|---------------------------------------------------------------------|
 TG2013| PID    Reference Object                     Distance      Geod. Az  |
 TG2013|                                                           dddmmss.s |
 TG2013| TG1936 BACON                               APPROX. 2.7 KM 2374746.4 |
 TG2013|---------------------------------------------------------------------|
 TG2013
 TG2013                          SUPERSEDED SURVEY CONTROL
 TG2013
 TG2013  NAD 83(1986)-  48 59 57.72067(N)    103 05 40.19004(W) AD(       ) 3
 TG2013
 TG2013.Superseded values are not recommended for survey control.
 TG2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2013.See file dsdata.txt to determine how the superseded data were derived.
 TG2013
 TG2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3937129135(NAD 83)
 TG2013_MARKER: Z = SEE DESCRIPTION
 TG2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2013_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2013+STABILITY: SURFACE MOTION
 TG2013
 TG2013  HISTORY     - Date     Condition        Report By
 TG2013  HISTORY     - 1911     MONUMENTED       IBC
 TG2013  HISTORY     - 1975     GOOD             IBC
 TG2013
 TG2013                          STATION DESCRIPTION
 TG2013
 TG2013'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2013'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2013'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2013'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2013'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2013'
 TG2013'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2013'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2013'---OCTOBER 20, 1818---.
 TG2013'
 TG2013'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2013'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2013'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2013'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2013'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2013'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2013'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2013'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2013'
 TG2013'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2013'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2013'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2013'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2013'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2013'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2013'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2013'AND---CANADA---ON THE WEST SIDE.
 TG2013'
 TG2013'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2013'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2013'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2013'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2013'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2013
 TG2013                          STATION RECOVERY (1975)
 TG2013
 TG2013'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2014 ***********************************************************************
 TG2014  DESIGNATION -  BOUNDARY MON 614 CD US
 TG2014  PID         -  TG2014
 TG2014  STATE/COUNTY-  ND/DIVIDE
 TG2014  USGS QUAD   -  NOONAN (1981)
 TG2014
 TG2014                         *CURRENT SURVEY CONTROL
 TG2014  ___________________________________________________________________
 TG2014* NAD 83(1996)-  48 59 57.71018(N)    103 03 09.32098(W)     ADJUSTED  
 TG2014* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 TG2014  ___________________________________________________________________
 TG2014  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 TG2014  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 TG2014
 TG2014  HORZ ORDER  -  THIRD
 TG2014
 TG2014.The horizontal coordinates were established by classical geodetic methods
 TG2014.and adjusted by the National Geodetic Survey in January 1998..
 TG2014
 TG2014.The orthometric height was scaled from a topographic map.
 TG2014
 TG2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2014
 TG2014.The geoid height was determined by GEOID03.
 TG2014
 TG2014;                    North         East     Units Scale Factor Converg.
 TG2014;SPC ND N     -   225,403.068   413,242.419   MT  1.00006366   -1 53 58.1
 TG2014;SPC ND N     -   739,511.38  1,355,782.21   iFT  1.00006366   -1 53 58.1
 TG2014;UTM  13      - 5,429,212.249   642,436.572   MT  0.99984924   +1 28 11.9
 TG2014
 TG2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2014!SPC ND N     -   0.99991172  x   1.00006366  =   0.99997537
 TG2014!UTM  13      -   0.99991172  x   0.99984924  =   0.99976097
 TG2014
 TG2014:                Primary Azimuth Mark                     Grid Az
 TG2014:SPC ND N     -  FEENEY                                   208 37 20.6
 TG2014:UTM  13      -  FEENEY                                   205 15 10.6
 TG2014
 TG2014|---------------------------------------------------------------------|
 TG2014| PID    Reference Object                     Distance      Geod. Az  |
 TG2014|                                                           dddmmss.s |
 TG2014| TG1955 FEENEY                              APPROX. 1.9 KM 2064322.5 |
 TG2014|---------------------------------------------------------------------|
 TG2014
 TG2014                          SUPERSEDED SURVEY CONTROL
 TG2014
 TG2014  NAD 83(1986)-  48 59 57.71117(N)    103 03 09.31533(W) AD(       ) 3
 TG2014
 TG2014.Superseded values are not recommended for survey control.
 TG2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2014.See file dsdata.txt to determine how the superseded data were derived.
 TG2014
 TG2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4243729212(NAD 83)
 TG2014_MARKER: Z = SEE DESCRIPTION
 TG2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2014_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2014+STABILITY: SURFACE MOTION
 TG2014
 TG2014  HISTORY     - Date     Condition        Report By
 TG2014  HISTORY     - 1911     MONUMENTED       IBC
 TG2014
 TG2014                          STATION DESCRIPTION
 TG2014
 TG2014'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2014'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2014'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2014'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2014'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2014'
 TG2014'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2014'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2014'---OCTOBER 20, 1818---.
 TG2014'
 TG2014'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2014'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2014'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2014'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2014'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2014'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2014'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2014'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2014'
 TG2014'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2014'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2014'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2014'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2014'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2014'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2014'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2014'AND---CANADA---ON THE WEST SIDE.
 TG2014'
 TG2014'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2014'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2014'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2014'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2014'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2017 ***********************************************************************
 TG2017  DESIGNATION -  BOUNDARY MON 615 A 66
 TG2017  PID         -  TG2017
 TG2017  STATE/COUNTY-  ND/DIVIDE
 TG2017  USGS QUAD   -  NOONAN (1981)
 TG2017
 TG2017                         *CURRENT SURVEY CONTROL
 TG2017  ___________________________________________________________________
 TG2017* NAD 83(1996)-  48 59 57.66295(N)    103 00 18.60391(W)     ADJUSTED  
 TG2017* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 TG2017  ___________________________________________________________________
 TG2017  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 TG2017  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG2017
 TG2017  HORZ ORDER  -  THIRD
 TG2017
 TG2017.The horizontal coordinates were established by classical geodetic methods
 TG2017.and adjusted by the National Geodetic Survey in January 1998..
 TG2017
 TG2017.The orthometric height was scaled from a topographic map.
 TG2017
 TG2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2017
 TG2017.The geoid height was determined by GEOID03.
 TG2017
 TG2017;                    North         East     Units Scale Factor Converg.
 TG2017;SPC ND N     -   225,287.656   416,710.675   MT  1.00006365   -1 51 51.0
 TG2017;SPC ND N     -   739,132.73  1,367,161.01   iFT  1.00006365   -1 51 51.0
 TG2017;UTM  13      - 5,429,300.876   645,904.892   MT  0.99986152   +1 30 20.8
 TG2017
 TG2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2017!SPC ND N     -   0.99991186  x   1.00006365  =   0.99997550
 TG2017!UTM  13      -   0.99991186  x   0.99986152  =   0.99977339
 TG2017
 TG2017|---------------------------------------------------------------------|
 TG2017| PID    Reference Object                     Distance      Geod. Az  |
 TG2017|                                                           dddmmss.s |
 TG2017| TG2019 BOUNDARY MON 615 B 66                57.195 METERS 09001     |
 TG2017| TG2015 BOUNDARY MON 615 CD US              APPROX. 0.8 KM 2700105.7 |
 TG2017|---------------------------------------------------------------------|
 TG2017
 TG2017                          SUPERSEDED SURVEY CONTROL
 TG2017
 TG2017  NAD 83(1986)-  48 59 57.66370(N)    103 00 18.59877(W) AD(       ) 3
 TG2017
 TG2017.Superseded values are not recommended for survey control.
 TG2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2017.See file dsdata.txt to determine how the superseded data were derived.
 TG2017
 TG2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4590529301(NAD 83)
 TG2017_MARKER: U = CONCRETE POST
 TG2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2017+STABILITY: SURFACE MOTION
 TG2017
 TG2017  HISTORY     - Date     Condition        Report By
 TG2017  HISTORY     - 1966     MONUMENTED       IBC
 TG2017  HISTORY     - 1971     GOOD             IBC
 TG2017  HISTORY     - 1975     GOOD             IBC
 TG2017
 TG2017                          STATION DESCRIPTION
 TG2017
 TG2017'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TG2017'MONUMENTS 615-A AND 615-B WERE MOVED WEST OF THE OLD CROSSING ON
 TG2017'SASKATCHEWAN HIGHWAY NO 47 AND US HIGHWAY NO 40.  THE MONUMENTS WERE
 TG2017'SET UP ON A STRAIGHT - LINE COURSE BETWEEN MONUMENTS 615 AND 616.
 TG2017
 TG2017                          STATION RECOVERY (1971)
 TG2017
 TG2017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG2017'RECOVERED IN GOOD CONDITION.
 TG2017
 TG2017                          STATION RECOVERY (1975)
 TG2017
 TG2017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2019 ***********************************************************************
 TG2019  DESIGNATION -  BOUNDARY MON 615 B 66
 TG2019  PID         -  TG2019
 TG2019  STATE/COUNTY-  ND/DIVIDE
 TG2019  USGS QUAD   -  NOONAN (1981)
 TG2019
 TG2019                         *CURRENT SURVEY CONTROL
 TG2019  ___________________________________________________________________
 TG2019* NAD 83(1996)-  48 59 57.66235(N)    103 00 15.78997(W)     ADJUSTED  
 TG2019* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 TG2019  ___________________________________________________________________
 TG2019  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 TG2019  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG2019
 TG2019  HORZ ORDER  -  THIRD
 TG2019
 TG2019.The horizontal coordinates were established by classical geodetic methods
 TG2019.and adjusted by the National Geodetic Survey in January 1998..
 TG2019
 TG2019.The orthometric height was scaled from a topographic map.
 TG2019
 TG2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2019
 TG2019.The geoid height was determined by GEOID03.
 TG2019
 TG2019;                    North         East     Units Scale Factor Converg.
 TG2019;SPC ND N     -   225,285.777   416,767.843   MT  1.00006365   -1 51 49.0
 TG2019;SPC ND N     -   739,126.56  1,367,348.57   iFT  1.00006365   -1 51 49.0
 TG2019;UTM  13      - 5,429,302.360   645,962.061   MT  0.99986173   +1 30 22.9
 TG2019
 TG2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2019!SPC ND N     -   0.99991186  x   1.00006365  =   0.99997550
 TG2019!UTM  13      -   0.99991186  x   0.99986173  =   0.99977360
 TG2019
 TG2019:                Primary Azimuth Mark                     Grid Az
 TG2019:SPC ND N     -  BOUNDARY MON 616 CD US                   091 52 56.3
 TG2019:UTM  13      -  BOUNDARY MON 616 CD US                   088 30 44.4
 TG2019
 TG2019|---------------------------------------------------------------------|
 TG2019| PID    Reference Object                     Distance      Geod. Az  |
 TG2019|                                                           dddmmss.s |
 TG2019| TG2020 BOUNDARY MON 616 CD US              APPROX. 1.7 KM 0900107.3 |
 TG2019| TG2017 BOUNDARY MON 615 A 66                57.195 METERS 27001     |
 TG2019|---------------------------------------------------------------------|
 TG2019
 TG2019                          SUPERSEDED SURVEY CONTROL
 TG2019
 TG2019  NAD 83(1986)-  48 59 57.66310(N)    103 00 15.78483(W) AD(       ) 3
 TG2019
 TG2019.Superseded values are not recommended for survey control.
 TG2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2019.See file dsdata.txt to determine how the superseded data were derived.
 TG2019
 TG2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4596229302(NAD 83)
 TG2019_MARKER: U = CONCRETE POST
 TG2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2019+STABILITY: SURFACE MOTION
 TG2019
 TG2019  HISTORY     - Date     Condition        Report By
 TG2019  HISTORY     - 1966     MONUMENTED       IBC
 TG2019  HISTORY     - 1971     GOOD             IBC
 TG2019  HISTORY     - 1975     GOOD             IBC
 TG2019
 TG2019                          STATION DESCRIPTION
 TG2019
 TG2019'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TG2019'MONUMENTS 615-A AND 615-B WERE MOVED WEST OF THE OLD CROSSING ON
 TG2019'SASKATCHEWAN HIGHWAY NO 47 AND US HIGHWAY NO 40.  THE MONUMENTS WERE
 TG2019'SET UP ON A STRAIGHT - LINE COURSE BETWEEN MONUMENTS 615 AND 616.
 TG2019
 TG2019                          STATION RECOVERY (1971)
 TG2019
 TG2019'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG2019'RECOVERED IN GOOD CONDITION IN 1971 AND 1975.
 TG2019
 TG2019                          STATION RECOVERY (1975)
 TG2019
 TG2019'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2019'RECOVERED IN GOOD CONDITION IN 1971 AND 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2015 ***********************************************************************
 TG2015  DESIGNATION -  BOUNDARY MON 615 CD US
 TG2015  PID         -  TG2015
 TG2015  STATE/COUNTY-  ND/DIVIDE
 TG2015  USGS QUAD   -  NOONAN (1981)
 TG2015
 TG2015                         *CURRENT SURVEY CONTROL
 TG2015  ___________________________________________________________________
 TG2015* NAD 83(1996)-  48 59 57.66941(N)    103 00 58.62531(W)     ADJUSTED  
 TG2015* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 TG2015  ___________________________________________________________________
 TG2015  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 TG2015  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG2015
 TG2015  HORZ ORDER  -  THIRD
 TG2015
 TG2015.The horizontal coordinates were established by classical geodetic methods
 TG2015.and adjusted by the National Geodetic Survey in January 1998..
 TG2015
 TG2015.The orthometric height was scaled from a topographic map.
 TG2015
 TG2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2015
 TG2015.The geoid height was determined by GEOID03.
 TG2015
 TG2015;                    North         East     Units Scale Factor Converg.
 TG2015;SPC ND N     -   225,314.378   415,897.596   MT  1.00006365   -1 52 20.8
 TG2015;SPC ND N     -   739,220.40  1,364,493.43   iFT  1.00006365   -1 52 20.8
 TG2015;UTM  13      - 5,429,279.762   645,091.815   MT  0.99985862   +1 29 50.5
 TG2015
 TG2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2015!SPC ND N     -   0.99991170  x   1.00006365  =   0.99997534
 TG2015!UTM  13      -   0.99991170  x   0.99985862  =   0.99977033
 TG2015
 TG2015:                Primary Azimuth Mark                     Grid Az
 TG2015:SPC ND N     -  JUST                                     049 42 36.9
 TG2015:UTM  13      -  JUST                                     046 20 25.6
 TG2015
 TG2015|---------------------------------------------------------------------|
 TG2015| PID    Reference Object                     Distance      Geod. Az  |
 TG2015|                                                           dddmmss.s |
 TG2015| TG1971 JUST                                APPROX. 0.5 KM 0475016.1 |
 TG2015|---------------------------------------------------------------------|
 TG2015
 TG2015                          SUPERSEDED SURVEY CONTROL
 TG2015
 TG2015  NAD 83(1986)-  48 59 57.67022(N)    103 00 58.62021(W) AD(       ) 3
 TG2015
 TG2015.Superseded values are not recommended for survey control.
 TG2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2015.See file dsdata.txt to determine how the superseded data were derived.
 TG2015
 TG2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4509229280(NAD 83)
 TG2015_MARKER: Z = SEE DESCRIPTION
 TG2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2015+STABILITY: SURFACE MOTION
 TG2015
 TG2015  HISTORY     - Date     Condition        Report By
 TG2015  HISTORY     - 1911     MONUMENTED       IBC
 TG2015  HISTORY     - 1964     GOOD             IBC
 TG2015  HISTORY     - 1965     GOOD             IBC
 TG2015  HISTORY     - 1966     GOOD             IBC
 TG2015  HISTORY     - 1975     GOOD             IBC
 TG2015
 TG2015                          STATION DESCRIPTION
 TG2015
 TG2015'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2015'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2015'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2015'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2015'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2015'
 TG2015'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2015'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2015'---OCTOBER 20, 1818---.
 TG2015'
 TG2015'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2015'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2015'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2015'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2015'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2015'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2015'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2015'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2015'
 TG2015'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2015'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2015'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2015'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2015'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2015'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2015'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2015'AND---CANADA---ON THE WEST SIDE.
 TG2015'
 TG2015'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2015'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2015'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2015'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2015'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2015
 TG2015                          STATION RECOVERY (1964)
 TG2015
 TG2015'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 TG2015'RECOVERED IN GOOD CONDITION.
 TG2015
 TG2015                          STATION RECOVERY (1965)
 TG2015
 TG2015'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TG2015'RECOVERED IN GOOD CONDITION.
 TG2015
 TG2015                          STATION RECOVERY (1966)
 TG2015
 TG2015'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TG2015'RECOVERED IN GOOD CONDITION.
 TG2015
 TG2015                          STATION RECOVERY (1975)
 TG2015
 TG2015'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2020 ***********************************************************************
 TG2020  DESIGNATION -  BOUNDARY MON 616 CD US
 TG2020  PID         -  TG2020
 TG2020  STATE/COUNTY-  ND/DIVIDE
 TG2020  USGS QUAD   -  ATCOAL (1981)
 TG2020
 TG2020                         *CURRENT SURVEY CONTROL
 TG2020  ___________________________________________________________________
 TG2020* NAD 83(1996)-  48 59 57.63600(N)    102 58 52.20807(W)     ADJUSTED  
 TG2020* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 TG2020  ___________________________________________________________________
 TG2020  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 TG2020  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG2020
 TG2020  HORZ ORDER  -  THIRD
 TG2020
 TG2020.The horizontal coordinates were established by classical geodetic methods
 TG2020.and adjusted by the National Geodetic Survey in January 1998..
 TG2020
 TG2020.The orthometric height was scaled from a topographic map.
 TG2020
 TG2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2020
 TG2020.The geoid height was determined by GEOID03.
 TG2020
 TG2020;                    North         East     Units Scale Factor Converg.
 TG2020;SPC ND N     -   225,229.968   418,465.900   MT  1.00006365   -1 50 46.8
 TG2020;SPC ND N     -   738,943.46  1,372,919.62   iFT  1.00006365   -1 50 46.8
 TG2020;UTM  13      - 5,429,346.460   647,660.124   MT  0.99986785   +1 31 26.0
 TG2020
 TG2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2020!SPC ND N     -   0.99991144  x   1.00006365  =   0.99997508
 TG2020!UTM  13      -   0.99991144  x   0.99986785  =   0.99977930
 TG2020
 TG2020:                Primary Azimuth Mark                     Grid Az
 TG2020:SPC ND N     -  BOUNDARY MON 615 CD US                   271 52 57.4
 TG2020:UTM  13      -  BOUNDARY MON 615 CD US                   268 30 44.6
 TG2020
 TG2020|---------------------------------------------------------------------|
 TG2020| PID    Reference Object                     Distance      Geod. Az  |
 TG2020|                                                           dddmmss.s |
 TG2020| TG2015 BOUNDARY MON 615 CD US              APPROX. 2.6 KM 2700210.6 |
 TG2020|---------------------------------------------------------------------|
 TG2020
 TG2020                          SUPERSEDED SURVEY CONTROL
 TG2020
 TG2020  NAD 83(1986)-  48 59 57.63664(N)    102 58 52.20277(W) AD(       ) 3
 TG2020
 TG2020.Superseded values are not recommended for survey control.
 TG2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2020.See file dsdata.txt to determine how the superseded data were derived.
 TG2020
 TG2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4766029346(NAD 83)
 TG2020_MARKER: Z = SEE DESCRIPTION
 TG2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2020+STABILITY: SURFACE MOTION
 TG2020
 TG2020  HISTORY     - Date     Condition        Report By
 TG2020  HISTORY     - 1911     MONUMENTED       IBC
 TG2020  HISTORY     - 1975     GOOD             IBC
 TG2020
 TG2020                          STATION DESCRIPTION
 TG2020
 TG2020'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2020'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2020'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2020'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2020'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2020'
 TG2020'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2020'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2020'---OCTOBER 20, 1818---.
 TG2020'
 TG2020'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2020'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2020'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2020'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2020'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2020'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2020'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2020'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2020'
 TG2020'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2020'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2020'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2020'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2020'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2020'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2020'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2020'AND---CANADA---ON THE WEST SIDE.
 TG2020'
 TG2020'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2020'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2020'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2020'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2020'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2020
 TG2020                          STATION RECOVERY (1975)
 TG2020
 TG2020'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2021 ***********************************************************************
 TG2021  DESIGNATION -  BOUNDARY MON 617 CD US
 TG2021  PID         -  TG2021
 TG2021  STATE/COUNTY-  ND/DIVIDE
 TG2021  USGS QUAD   -  ATCOAL (1981)
 TG2021
 TG2021                         *CURRENT SURVEY CONTROL
 TG2021  ___________________________________________________________________
 TG2021* NAD 83(1996)-  48 59 57.58163(N)    102 56 48.86596(W)     ADJUSTED  
 TG2021* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 TG2021  ___________________________________________________________________
 TG2021  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 TG2021  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG2021
 TG2021  HORZ ORDER  -  THIRD
 TG2021
 TG2021.The horizontal coordinates were established by classical geodetic methods
 TG2021.and adjusted by the National Geodetic Survey in January 1998..
 TG2021
 TG2021.The orthometric height was scaled from a topographic map.
 TG2021
 TG2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2021
 TG2021.The geoid height was determined by GEOID03.
 TG2021
 TG2021;                    North         East     Units Scale Factor Converg.
 TG2021;SPC ND N     -   225,148.069   420,971.746   MT  1.00006365   -1 49 15.0
 TG2021;SPC ND N     -   738,674.77  1,381,140.90   iFT  1.00006365   -1 49 15.0
 TG2021;UTM  13      - 5,429,412.010   650,165.971   MT  0.99987702   +1 32 59.1
 TG2021
 TG2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2021!SPC ND N     -   0.99991217  x   1.00006365  =   0.99997582
 TG2021!UTM  13      -   0.99991217  x   0.99987702  =   0.99978920
 TG2021
 TG2021:                Primary Azimuth Mark                     Grid Az
 TG2021:SPC ND N     -  ROSS                                     087 33 10.7
 TG2021:UTM  13      -  ROSS                                     084 10 56.6
 TG2021
 TG2021|---------------------------------------------------------------------|
 TG2021| PID    Reference Object                     Distance      Geod. Az  |
 TG2021|                                                           dddmmss.s |
 TG2021| TG2065 ROSS                                APPROX. 1.4 KM 0854355.7 |
 TG2021| TG2058 PETERSON                            282.552 METERS 35342     |
 TG2021|---------------------------------------------------------------------|
 TG2021
 TG2021                          SUPERSEDED SURVEY CONTROL
 TG2021
 TG2021  NAD 83(1986)-  48 59 57.58210(N)    102 56 48.86067(W) AD(       ) 3
 TG2021
 TG2021.Superseded values are not recommended for survey control.
 TG2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2021.See file dsdata.txt to determine how the superseded data were derived.
 TG2021
 TG2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5016629412(NAD 83)
 TG2021_MARKER: Z = SEE DESCRIPTION
 TG2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2021+STABILITY: SURFACE MOTION
 TG2021
 TG2021  HISTORY     - Date     Condition        Report By
 TG2021  HISTORY     - 1911     MONUMENTED       IBC
 TG2021  HISTORY     - 1975     GOOD             IBC
 TG2021
 TG2021                          STATION DESCRIPTION
 TG2021
 TG2021'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2021'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2021'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2021'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2021'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2021'
 TG2021'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2021'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2021'---OCTOBER 20, 1818---.
 TG2021'
 TG2021'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2021'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2021'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2021'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2021'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2021'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2021'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2021'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2021'
 TG2021'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2021'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2021'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2021'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2021'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2021'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2021'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2021'AND---CANADA---ON THE WEST SIDE.
 TG2021'
 TG2021'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2021'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2021'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2021'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2021'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2021
 TG2021                          STATION RECOVERY (1975)
 TG2021
 TG2021'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2022 ***********************************************************************
 TG2022  DESIGNATION -  BOUNDARY MON 618 CD US
 TG2022  PID         -  TG2022
 TG2022  STATE/COUNTY-  ND/BURKE
 TG2022  USGS QUAD   -  ATCOAL (1981)
 TG2022
 TG2022                         *CURRENT SURVEY CONTROL
 TG2022  ___________________________________________________________________
 TG2022* NAD 83(1996)-  48 59 57.52652(N)    102 54 36.00902(W)     ADJUSTED  
 TG2022* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 TG2022  ___________________________________________________________________
 TG2022  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 TG2022  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG2022
 TG2022  HORZ ORDER  -  THIRD
 TG2022
 TG2022.The horizontal coordinates were established by classical geodetic methods
 TG2022.and adjusted by the National Geodetic Survey in January 1998..
 TG2022
 TG2022.The orthometric height was scaled from a topographic map.
 TG2022
 TG2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2022
 TG2022.The geoid height was determined by GEOID03.
 TG2022
 TG2022;                    North         East     Units Scale Factor Converg.
 TG2022;SPC ND N     -   225,061.205   423,670.941   MT  1.00006364   -1 47 36.1
 TG2022;SPC ND N     -   738,389.78  1,389,996.53   iFT  1.00006364   -1 47 36.1
 TG2022;UTM  13      - 5,429,483.989   652,865.114   MT  0.99988707   +1 34 39.5
 TG2022
 TG2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2022!SPC ND N     -   0.99991108  x   1.00006364  =   0.99997471
 TG2022!UTM  13      -   0.99991108  x   0.99988707  =   0.99979816
 TG2022
 TG2022:                Primary Azimuth Mark                     Grid Az
 TG2022:SPC ND N     -  CROSBY 2                                 139 01 13.7
 TG2022:UTM  13      -  CROSBY 2                                 135 38 58.1
 TG2022
 TG2022|---------------------------------------------------------------------|
 TG2022| PID    Reference Object                     Distance      Geod. Az  |
 TG2022|                                                           dddmmss.s |
 TG2022| TG1951 CROSBY 2                            APPROX. 4.9 KM 1371337.6 |
 TG2022|---------------------------------------------------------------------|
 TG2022
 TG2022                          SUPERSEDED SURVEY CONTROL
 TG2022
 TG2022  NAD 83(1986)-  48 59 57.52685(N)    102 54 36.00367(W) AD(       ) 3
 TG2022
 TG2022.Superseded values are not recommended for survey control.
 TG2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2022.See file dsdata.txt to determine how the superseded data were derived.
 TG2022
 TG2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5286529484(NAD 83)
 TG2022_MARKER: Z = SEE DESCRIPTION
 TG2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2022_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2022+STABILITY: SURFACE MOTION
 TG2022
 TG2022  HISTORY     - Date     Condition        Report By
 TG2022  HISTORY     - 1911     MONUMENTED       IBC
 TG2022  HISTORY     - 1975     GOOD             IBC
 TG2022
 TG2022                          STATION DESCRIPTION
 TG2022
 TG2022'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2022'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2022'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2022'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2022'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2022'
 TG2022'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2022'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2022'---OCTOBER 20, 1818---.
 TG2022'
 TG2022'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2022'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2022'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2022'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2022'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2022'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2022'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2022'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2022'
 TG2022'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2022'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2022'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2022'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2022'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2022'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2022'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2022'AND---CANADA---ON THE WEST SIDE.
 TG2022'
 TG2022'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2022'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2022'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2022'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2022'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2022
 TG2022                          STATION RECOVERY (1975)
 TG2022
 TG2022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2023 ***********************************************************************
 TG2023  DESIGNATION -  BOUNDARY MON 619 CD US
 TG2023  PID         -  TG2023
 TG2023  STATE/COUNTY-  ND/BURKE
 TG2023  USGS QUAD   -  ATCOAL (1981)
 TG2023
 TG2023                         *CURRENT SURVEY CONTROL
 TG2023  ___________________________________________________________________
 TG2023* NAD 83(1996)-  48 59 57.50769(N)    102 53 00.14417(W)     ADJUSTED  
 TG2023* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 TG2023  ___________________________________________________________________
 TG2023  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 TG2023  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG2023
 TG2023  HORZ ORDER  -  THIRD
 TG2023
 TG2023.The horizontal coordinates were established by classical geodetic methods
 TG2023.and adjusted by the National Geodetic Survey in January 1998..
 TG2023
 TG2023.The orthometric height was scaled from a topographic map.
 TG2023
 TG2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2023
 TG2023.The geoid height was determined by GEOID03.
 TG2023
 TG2023;                    North         East     Units Scale Factor Converg.
 TG2023;SPC ND N     -   224,999.977   425,618.631   MT  1.00006364   -1 46 24.8
 TG2023;SPC ND N     -   738,188.90  1,396,386.58   iFT  1.00006364   -1 46 24.8
 TG2023;UTM  13      - 5,429,537.389   654,812.697   MT  0.99989443   +1 35 51.9
 TG2023
 TG2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2023!SPC ND N     -   0.99991139  x   1.00006364  =   0.99997502
 TG2023!UTM  13      -   0.99991139  x   0.99989443  =   0.99980583
 TG2023
 TG2023:                Primary Azimuth Mark                     Grid Az
 TG2023:SPC ND N     -  CORN                                     224 15 23.5
 TG2023:UTM  13      -  CORN                                     220 53 06.8
 TG2023
 TG2023|---------------------------------------------------------------------|
 TG2023| PID    Reference Object                     Distance      Geod. Az  |
 TG2023|                                                           dddmmss.s |
 TG2023| TG1950 CORN                                APPROX. 4.4 KM 2222858.7 |
 TG2023|---------------------------------------------------------------------|
 TG2023
 TG2023                          SUPERSEDED SURVEY CONTROL
 TG2023
 TG2023  NAD 83(1986)-  48 59 57.50792(N)    102 53 00.13896(W) AD(       ) 3
 TG2023
 TG2023.Superseded values are not recommended for survey control.
 TG2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2023.See file dsdata.txt to determine how the superseded data were derived.
 TG2023
 TG2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5481329537(NAD 83)
 TG2023_MARKER: Z = SEE DESCRIPTION
 TG2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2023_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2023+STABILITY: SURFACE MOTION
 TG2023
 TG2023  HISTORY     - Date     Condition        Report By
 TG2023  HISTORY     - 1911     MONUMENTED       IBC
 TG2023  HISTORY     - 1975     GOOD             IBC
 TG2023
 TG2023                          STATION DESCRIPTION
 TG2023
 TG2023'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2023'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2023'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2023'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2023'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2023'
 TG2023'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2023'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2023'---OCTOBER 20, 1818---.
 TG2023'
 TG2023'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2023'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2023'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2023'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2023'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2023'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2023'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2023'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2023'
 TG2023'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2023'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2023'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2023'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2023'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2023'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2023'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2023'AND---CANADA---ON THE WEST SIDE.
 TG2023'
 TG2023'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2023'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2023'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2023'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2023'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2023
 TG2023                          STATION RECOVERY (1975)
 TG2023
 TG2023'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2024 ***********************************************************************
 TG2024  DESIGNATION -  BOUNDARY MON 620 CD US
 TG2024  PID         -  TG2024
 TG2024  STATE/COUNTY-  ND/BURKE
 TG2024  USGS QUAD   -  COLUMBUS (1971)
 TG2024
 TG2024                         *CURRENT SURVEY CONTROL
 TG2024  ___________________________________________________________________
 TG2024* NAD 83(1996)-  48 59 57.48982(N)    102 51 02.32148(W)     ADJUSTED  
 TG2024* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 TG2024  ___________________________________________________________________
 TG2024  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TG2024  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG2024
 TG2024  HORZ ORDER  -  THIRD
 TG2024
 TG2024.The horizontal coordinates were established by classical geodetic methods
 TG2024.and adjusted by the National Geodetic Survey in January 1998..
 TG2024
 TG2024.The orthometric height was scaled from a topographic map.
 TG2024
 TG2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2024
 TG2024.The geoid height was determined by GEOID03.
 TG2024
 TG2024;                    North         East     Units Scale Factor Converg.
 TG2024;SPC ND N     -   224,925.811   428,012.473   MT  1.00006364   -1 44 57.1
 TG2024;SPC ND N     -   737,945.57  1,404,240.40   iFT  1.00006364   -1 44 57.1
 TG2024;UTM  13      - 5,429,604.120   657,206.363   MT  0.99990361   +1 37 20.8
 TG2024
 TG2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2024!SPC ND N     -   0.99991233  x   1.00006364  =   0.99997597
 TG2024!UTM  13      -   0.99991233  x   0.99990361  =   0.99981595
 TG2024
 TG2024:                Primary Azimuth Mark                     Grid Az
 TG2024:SPC ND N     -  BOUNDARY MON 619 CD US                   271 46 29.1
 TG2024:UTM  13      -  BOUNDARY MON 619 CD US                   268 24 11.2
 TG2024
 TG2024|---------------------------------------------------------------------|
 TG2024| PID    Reference Object                     Distance      Geod. Az  |
 TG2024|                                                           dddmmss.s |
 TG2024| TG2023 BOUNDARY MON 619 CD US              APPROX. 2.4 KM 2700132.0 |
 TG2024| TG1954 ESTEVAN                             APPROX. 0.6 KM 3331608.9 |
 TG2024|---------------------------------------------------------------------|
 TG2024
 TG2024                          SUPERSEDED SURVEY CONTROL
 TG2024
 TG2024  NAD 83(1986)-  48 59 57.48995(N)    102 51 02.31659(W) AD(       ) 3
 TG2024
 TG2024.Superseded values are not recommended for survey control.
 TG2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2024.See file dsdata.txt to determine how the superseded data were derived.
 TG2024
 TG2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5720629604(NAD 83)
 TG2024_MARKER: Z = SEE DESCRIPTION
 TG2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2024_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2024+STABILITY: SURFACE MOTION
 TG2024
 TG2024  HISTORY     - Date     Condition        Report By
 TG2024  HISTORY     - 1911     MONUMENTED       IBC
 TG2024  HISTORY     - 1975     GOOD             IBC
 TG2024
 TG2024                          STATION DESCRIPTION
 TG2024
 TG2024'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (ECB)
 TG2024'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2024'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2024'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2024'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2024'
 TG2024'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2024'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2024'---OCTOBER 20, 1818---.
 TG2024'
 TG2024'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2024'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2024'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2024'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2024'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2024'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2024'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2024'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2024'
 TG2024'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2024'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2024'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2024'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2024'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2024'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2024'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2024'AND---CANADA---ON THE WEST SIDE.
 TG2024'
 TG2024'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2024'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2024'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2024'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2024'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2024
 TG2024                          STATION RECOVERY (1975)
 TG2024
 TG2024'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1929 ***********************************************************************
 TG1929  DESIGNATION -  BOUNDARY MON 621 CD US
 TG1929  PID         -  TG1929
 TG1929  STATE/COUNTY-  ND/BURKE
 TG1929  USGS QUAD   -  COLUMBUS (1971)
 TG1929
 TG1929                         *CURRENT SURVEY CONTROL
 TG1929  ___________________________________________________________________
 TG1929* NAD 83(1996)-  48 59 57.43401(N)    102 49 42.25158(W)     ADJUSTED  
 TG1929* NAVD 88     -       581.0    (meters)    1906.     (feet)  GPS OBS   
 TG1929  ___________________________________________________________________
 TG1929  X           -    -930,949.366 (meters)                     COMP
 TG1929  Y           -  -4,088,207.124 (meters)                     COMP
 TG1929  Z           -   4,790,930.900 (meters)                     COMP
 TG1929  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 TG1929  ELLIP HEIGHT-         562.02  (meters)          (04/10/03) GPS OBS
 TG1929  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 TG1929
 TG1929  HORZ ORDER  -  FIRST
 TG1929  ELLP ORDER  -  FOURTH    CLASS II
 TG1929
 TG1929.The horizontal coordinates were established by GPS observations
 TG1929.and adjusted by the National Geodetic Survey in May 2001..
 TG1929
 TG1929.The orthometric height was determined by GPS observations and a
 TG1929.high-resolution geoid model.
 TG1929
 TG1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1929
 TG1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1929
 TG1929.The ellipsoidal height was determined by GPS observations
 TG1929.and is referenced to NAD 83.
 TG1929
 TG1929.The geoid height was determined by GEOID03.
 TG1929
 TG1929;                    North         East     Units Scale Factor Converg.
 TG1929;SPC ND N     -   224,874.641   429,639.256   MT  1.00006363   -1 43 57.5
 TG1929;SPC ND N     -   737,777.69  1,409,577.61   iFT  1.00006363   -1 43 57.5
 TG1929;UTM  13      - 5,429,648.710   658,833.085   MT  0.99990993   +1 38 21.3
 TG1929
 TG1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1929!SPC ND N     -   0.99991193  x   1.00006363  =   0.99997556
 TG1929!UTM  13      -   0.99991193  x   0.99990993  =   0.99982187
 TG1929
 TG1929:                Primary Azimuth Mark                     Grid Az
 TG1929:SPC ND N     -  BOUNDARY MON 623 CD US                   091 50 09.2
 TG1929:UTM  13      -  BOUNDARY MON 623 CD US                   088 27 50.4
 TG1929
 TG1929|---------------------------------------------------------------------|
 TG1929| PID    Reference Object                     Distance      Geod. Az  |
 TG1929|                                                           dddmmss.s |
 TG1929| TG2026 BOUNDARY MON 623 CD US              APPROX. 3.5 KM 0900611.7 |
 TG1929|---------------------------------------------------------------------|
 TG1929
 TG1929                          SUPERSEDED SURVEY CONTROL
 TG1929
 TG1929  ELLIP H (05/11/01)  562.02   (m)                       GP(       ) 4 1
 TG1929  NAD 83(1996)-  48 59 57.43323(N)    102 49 42.25179(W) AD(       ) 1
 TG1929  ELLIP H (05/18/00)  562.12   (m)                       GP(       ) 2 2
 TG1929  NAD 83(1996)-  48 59 57.43752(N)    102 49 42.24950(W) AD(       ) 1
 TG1929  ELLIP H (01/23/98)  562.22   (m)                       GP(       ) 4 1
 TG1929  ELLIP H (07/28/92)  562.12   (m)                       GP(       ) 5 1
 TG1929  NAD 83(1986)-  48 59 57.43762(N)    102 49 42.24478(W) AD(       ) 1
 TG1929  NGVD 29 (08/25/89)  580.9    (m)         1906.     (f) GPS OBS        
 TG1929
 TG1929.Superseded values are not recommended for survey control.
 TG1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1929.See file dsdata.txt to determine how the superseded data were derived.
 TG1929
 TG1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5883329649(NAD 83)
 TG1929_MARKER: DU = BOUNDARY MARKER
 TG1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1929+STABILITY: SURFACE MOTION
 TG1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1929+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1989
 TG1929
 TG1929  HISTORY     - Date     Condition        Report By
 TG1929  HISTORY     - 1910     MONUMENTED       IBC
 TG1929  HISTORY     - 1910     GOOD             IBC
 TG1929  HISTORY     - 1975     GOOD             IBC
 TG1929  HISTORY     - 19880907 SEE DESCRIPTION  NGS
 TG1929  HISTORY     - 19890808 POOR             IBC
 TG1929
 TG1929                          STATION DESCRIPTION
 TG1929
 TG1929'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1929'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1929'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1929'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1929'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1929'
 TG1929'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1929'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1929'---OCTOBER 20, 1818---.
 TG1929'
 TG1929'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1929'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1929'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1929'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1929'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1929'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1929'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1929'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1929'
 TG1929'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1929'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1929'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1929'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1929'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1929'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1929'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1929'AND---CANADA---ON THE WEST SIDE.
 TG1929'
 TG1929'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1929'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1929'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1929'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1929'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1929
 TG1929                          STATION RECOVERY (1910)
 TG1929
 TG1929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TG1929'RECOVERED IN GOOD CONDITION.
 TG1929
 TG1929                          STATION RECOVERY (1975)
 TG1929
 TG1929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1929'RECOVERED IN GOOD CONDITION.
 TG1929
 TG1929                          STATION RECOVERY (1988)
 TG1929
 TG1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1929'THE MONUMENT IS LOCATED ABOUT 23.33 KM (14.50 MI) NORTHWEST OF
 TG1929'LIGNITE, 20.12 KM (12.50 MI) WEST OF THE PORTAL, NORTH DAKOTA - NORTH
 TG1929'PORTAL, SASKATCHEWAN BORDER CROSSING, 18.50 KM (11.50 MI) NORTHEAST
 TG1929'OF NOONAN, AND 12.87 KM (8.00 MI) EAST OF THE NOONAN, NORTH DAKOTA -
 TG1929'ESTEVAN, SASKATCHEWAN BORDER CROSSING.
 TG1929'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS AT NORTH PORTAL,
 TG1929'SASKATCHEWA, GO NORTHWEST ON PROVINCIAL HIGHWAY 39 FOR 10.94 KM
 TG1929'(6.80 MI) TO A DIAGONAL, GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON
 TG1929'PROVINCIAL HIGHWAY 703 FOR 11.67 KM (7.25 MI) TO A BRIDGE OVER SHORT
 TG1929'CREEK.  CONTINUE WEST FOR 0.56 KM (0.35 MI) TO A CROSSROAD.  TURN
 TG1929'LEFT AND GO SOUTH FOR 2.49 KM (1.55 MI) TO THE END OF THE MAINTAINED
 TG1929'ROAD AT AN ABANDONED HOMESTEAD.  CONTINUE SOUTH ALONG THE WEST SIDE
 TG1929'OF A FENCE FOR 0.80 KM (0.50 MI) TO A TRACK ROAD ON THE SOUTH SIDE OF
 TG1929'A FENCE RUNNING EAST.  TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF
 TG1929'THE FENCE FOR 0.48 KM (0.30 MI) TO BOUNDARY MONUMENT 620 ON THE
 TG1929'RIGHT.  CONTINUE EAST ON THE BLADED ROAD FOR 1.05 KM (0.65 MI) TO A
 TG1929'RECENTLY INSTALLED DUAL TUBE CROSSING OVER WEST SHORT CREEK.
 TG1929'CONTINUE EAST ON THE TRACK ROAD FOR 0.72 KM (0.45 MI) TO THE MONUMENT
 TG1929'ON THE RIGHT, 9.14 M (30.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE
 TG1929'TRACK ROAD.
 TG1929'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TG1929'(5.0 FT) ABOVE THE TOP OF A 0.60 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TG1929'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TG1929'LETTERS IS --CONVENTION OF 1818-- ON THE WEST SIDE, --TREATY OF
 TG1929'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE, AND
 TG1929'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --621-- IS DRILLED NEAR THE
 TG1929'TOP OF THE EAST SIDE OF THE OBELISK.
 TG1929'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE NORTH.
 TG1929'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM SOUTH OF THE APEX OF
 TG1929'THE OBELISK AND ON THE TOP OF THE SOUTH FACE OF THE OBELISK.  THE
 TG1929'AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT
 TG1929'POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE
 TG1929'DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD
 TG1929'FIXED DURING THE REPLUMBING.
 TG1929'TYPED BY E.A.R.
 TG1929
 TG1929                          STATION RECOVERY (1989)
 TG1929
 TG1929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1989 (MDC)
 TG1929'THE MONUMENT WAS RECOVERED WITH ITS OBELISK OUT OF PLUMB 2 CENTIMETERS
 TG1929'TO THE NORTH.  IN 1988 THE MONUMENT WAS OCCUPIED WITH GPS BY THE
 TG1929'NATIONAL GEODETIC SURVEY. THE POINT OCCUPIED WAS A PUNCH MARK ON THE
 TG1929'SOUTH FACE OF THE APEX OF THE OBELISK, 2 CENTIMETERS SOUTH OF THE
 TG1929'APEX.  WITH TWO THEODOLITES SET AT 90 DEGREES TO ONE ANOTHER, THE
 TG1929'PUNCH PARK WAS HELD AS CENTER AND THE MONUMENT WAS RENEWED.  AFTER
 TG1929'RENEWING, THE PUNCH MARK WAS BUFED OUT.  THE OBELISK WAS PAINTED WITH
 TG1929'ALUMINUM PAINT AND THE BASE OF THE MONUMENT WAS GIVEN A COAT OF
 TG1929'SONNEBORNS KURE-AND-SEAL.
 TG1929'THE MONUMENT IS LOCATED ABOUT 29 3/4 MILES WEST-NORTHWEST OF BOWBELLS,
 TG1929'NORTH DAKOTA, 22 1/4 MILES EAST-NORTHEAST OF CROSBY, NORTH DAKOTA AND
 TG1929'ABOUT 8 MILES (12.9 KM) EAST OF THE NOONAN, NORTH DAKOTA - ESTEVAN,
 TG1929'SASKATCHEWAN BORDER CROSSING.
 TG1929'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE HIGHWAY 5 AND COUNTY
 TG1929'HIGHWAY 40, ABOUT 1/2 MILE SOUTH OF THE SMALL TOWN OF COLUMBUS, NORTH
 TG1929'DAKOTA, GO NORTH ON A PAVED ROAD FOR 6 1/2 MILES TO A DAM AT THE EAST
 TG1929'BRANCH OF SHORT CREEK.  BEAR LEFT AND GO WEST THEN NORTH ON A TRACK
 TG1929'ROAD FOR 0.25 MILE. (0.40 KM)  BEAR LEFT AND GO IN A NORTHWESTERLY
 TG1929'DIRECTION ACROSS CRP FOR 0.25 MILE (0.40 KM) TO THE BOUNDARY.  TURN
 TG1929'LEFT AND GO WEST ALONG THE BOUNDARY FOR 0.6 MILE (1.0 KM) TO MONUMENT
 TG1929'622.  CONTINUE WEST ALONG THE BOUNDARY FOR 1.35 MILES (2.17 KM) TO THE
 TG1929'MONUMENT.
 TG1929'THE MONUMENT IS A CAST IRON OBELISK THAT PROJECTS 1.09 METERS (3.58
 TG1929'FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE WHICH PROJECTS 6
 TG1929'INCHES ABOVE THE SURFACE OF THE GROUND.  THE BASE OF THE MONUMENT IS 3
 TG1929'FEET (0.9 M) (0.9 MT) SQUARE AT THE TOP,3 1/2 FEET SQUARE AT THE
 TG1929'BOTTOM AND EXTENDS 6 FEET (1.8 M) (1.8 MT) BELOW THE SURFACE OF THE
 TG1929'GROUND.
 TG1929'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERING IS ---CONVENTION OF
 TG1929'1818---, ON THE EAST SIDE, ---TREATY OF 1908---, ON THE WEST SIDE,
 TG1929'---UNITED STATES--- ON THE SOUTH SIDE---, AND ---CANADA--- ON THE
 TG1929'NORTH SIDE.  THE NUMBER, 621, IS OUTLINED WITH DRILL HOLES NEAR THE
 TG1929'TOP OF THE EAST SIDE OF THE OBELISK.  RENEWED 1989 IS IMPRINTED IN THE
 TG1929'TOP OF THE EAST SIDE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2025 ***********************************************************************
 TG2025  DESIGNATION -  BOUNDARY MON 622 CD US
 TG2025  PID         -  TG2025
 TG2025  STATE/COUNTY-  ND/BURKE
 TG2025  USGS QUAD   -  COLUMBUS (1971)
 TG2025
 TG2025                         *CURRENT SURVEY CONTROL
 TG2025  ___________________________________________________________________
 TG2025* NAD 83(1996)-  48 59 57.28734(N)    102 47 56.96773(W)     ADJUSTED  
 TG2025* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 TG2025  ___________________________________________________________________
 TG2025  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 TG2025  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TG2025
 TG2025  HORZ ORDER  -  THIRD
 TG2025
 TG2025.The horizontal coordinates were established by classical geodetic methods
 TG2025.and adjusted by the National Geodetic Survey in January 1998..
 TG2025
 TG2025.The orthometric height was scaled from a topographic map.
 TG2025
 TG2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2025
 TG2025.The geoid height was determined by GEOID03.
 TG2025
 TG2025;                    North         East     Units Scale Factor Converg.
 TG2025;SPC ND N     -   224,805.811   431,778.268   MT  1.00006362   -1 42 39.2
 TG2025;SPC ND N     -   737,551.87  1,416,595.37   iFT  1.00006362   -1 42 39.2
 TG2025;UTM  13      - 5,429,705.806   660,972.122   MT  0.99991833   +1 39 40.8
 TG2025
 TG2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2025!SPC ND N     -   0.99991234  x   1.00006362  =   0.99997595
 TG2025!UTM  13      -   0.99991234  x   0.99991833  =   0.99983067
 TG2025
 TG2025:                Primary Azimuth Mark                     Grid Az
 TG2025:SPC ND N     -  BOUNDARY MON 621 CD US                   271 50 35.6
 TG2025:UTM  13      -  BOUNDARY MON 621 CD US                   268 28 15.6
 TG2025
 TG2025|---------------------------------------------------------------------|
 TG2025| PID    Reference Object                     Distance      Geod. Az  |
 TG2025|                                                           dddmmss.s |
 TG2025| TG1929 BOUNDARY MON 621 CD US              APPROX. 2.1 KM 2700756.4 |
 TG2025|---------------------------------------------------------------------|
 TG2025
 TG2025                          SUPERSEDED SURVEY CONTROL
 TG2025
 TG2025  NAD 83(1986)-  48 59 57.28743(N)    102 47 56.96330(W) AD(       ) 3
 TG2025
 TG2025.Superseded values are not recommended for survey control.
 TG2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2025.See file dsdata.txt to determine how the superseded data were derived.
 TG2025
 TG2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6097229706(NAD 83)
 TG2025_MARKER: Z = SEE DESCRIPTION
 TG2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2025+STABILITY: SURFACE MOTION
 TG2025
 TG2025  HISTORY     - Date     Condition        Report By
 TG2025  HISTORY     - 1910     MONUMENTED       IBC
 TG2025  HISTORY     - 1975     GOOD             IBC
 TG2025
 TG2025                          STATION DESCRIPTION
 TG2025
 TG2025'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2025'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2025'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2025'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2025'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2025'
 TG2025'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2025'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2025'---OCTOBER 20, 1818---.
 TG2025'
 TG2025'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2025'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2025'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2025'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2025'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2025'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2025'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2025'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2025'
 TG2025'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2025'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2025'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2025'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2025'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2025'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2025'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2025'AND---CANADA---ON THE WEST SIDE.
 TG2025'
 TG2025'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2025'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2025'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2025'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2025'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2025
 TG2025                          STATION RECOVERY (1975)
 TG2025
 TG2025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2026 ***********************************************************************
 TG2026  DESIGNATION -  BOUNDARY MON 623 CD US
 TG2026  PID         -  TG2026
 TG2026  STATE/COUNTY-  ND/BURKE
 TG2026  USGS QUAD   -  COLUMBUS (1971)
 TG2026
 TG2026                         *CURRENT SURVEY CONTROL
 TG2026  ___________________________________________________________________
 TG2026* NAD 83(1996)-  48 59 57.19021(N)    102 46 47.59778(W)     ADJUSTED  
 TG2026* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 TG2026  ___________________________________________________________________
 TG2026  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 TG2026  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG2026
 TG2026  HORZ ORDER  -  THIRD
 TG2026
 TG2026.The horizontal coordinates were established by classical geodetic methods
 TG2026.and adjusted by the National Geodetic Survey in January 1998..
 TG2026
 TG2026.The orthometric height was scaled from a topographic map.
 TG2026
 TG2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2026
 TG2026.The geoid height was determined by GEOID03.
 TG2026
 TG2026;                    North         East     Units Scale Factor Converg.
 TG2026;SPC ND N     -   224,760.888   433,187.646   MT  1.00006362   -1 41 47.5
 TG2026;SPC ND N     -   737,404.49  1,421,219.31   iFT  1.00006362   -1 41 47.5
 TG2026;UTM  13      - 5,429,743.861   662,381.501   MT  0.99992393   +1 40 33.2
 TG2026
 TG2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2026!SPC ND N     -   0.99991202  x   1.00006362  =   0.99997564
 TG2026!UTM  13      -   0.99991202  x   0.99992393  =   0.99983596
 TG2026
 TG2026:                Primary Azimuth Mark                     Grid Az
 TG2026:SPC ND N     -  BOUNDARY MON 622 CD US                   271 49 32.6
 TG2026:UTM  13      -  BOUNDARY MON 622 CD US                   268 27 11.9
 TG2026
 TG2026|---------------------------------------------------------------------|
 TG2026| PID    Reference Object                     Distance      Geod. Az  |
 TG2026|                                                           dddmmss.s |
 TG2026| TG2025 BOUNDARY MON 622 CD US              APPROX. 1.4 KM 2700745.1 |
 TG2026|---------------------------------------------------------------------|
 TG2026
 TG2026                          SUPERSEDED SURVEY CONTROL
 TG2026
 TG2026  NAD 83(1986)-  48 59 57.19030(N)    102 46 47.59353(W) AD(       ) 3
 TG2026
 TG2026.Superseded values are not recommended for survey control.
 TG2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2026.See file dsdata.txt to determine how the superseded data were derived.
 TG2026
 TG2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6238229744(NAD 83)
 TG2026_MARKER: Z = SEE DESCRIPTION
 TG2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2026+STABILITY: SURFACE MOTION
 TG2026
 TG2026  HISTORY     - Date     Condition        Report By
 TG2026  HISTORY     - 1910     MONUMENTED       IBC
 TG2026  HISTORY     - 1975     GOOD             IBC
 TG2026
 TG2026                          STATION DESCRIPTION
 TG2026
 TG2026'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2026'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2026'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2026'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2026'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2026'
 TG2026'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2026'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2026'---OCTOBER 20, 1818---.
 TG2026'
 TG2026'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2026'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2026'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2026'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2026'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2026'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2026'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2026'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2026'
 TG2026'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2026'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2026'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2026'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2026'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2026'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2026'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2026'AND---CANADA---ON THE WEST SIDE.
 TG2026'
 TG2026'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2026'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2026'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2026'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2026'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2026
 TG2026                          STATION RECOVERY (1975)
 TG2026
 TG2026'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2027 ***********************************************************************
 TG2027  DESIGNATION -  BOUNDARY MON 624 CD US
 TG2027  PID         -  TG2027
 TG2027  STATE/COUNTY-  ND/BURKE
 TG2027  USGS QUAD   -  STAMPEDE (1948)
 TG2027
 TG2027                         *CURRENT SURVEY CONTROL
 TG2027  ___________________________________________________________________
 TG2027* NAD 83(1996)-  48 59 57.10841(N)    102 44 53.51528(W)     ADJUSTED  
 TG2027* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 TG2027  ___________________________________________________________________
 TG2027  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 TG2027  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 TG2027
 TG2027  HORZ ORDER  -  THIRD
 TG2027
 TG2027.The horizontal coordinates were established by classical geodetic methods
 TG2027.and adjusted by the National Geodetic Survey in January 1998..
 TG2027
 TG2027.The orthometric height was scaled from a topographic map.
 TG2027
 TG2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2027
 TG2027.The geoid height was determined by GEOID03.
 TG2027
 TG2027;                    North         East     Units Scale Factor Converg.
 TG2027;SPC ND N     -   224,690.184   435,505.537   MT  1.00006361   -1 40 22.7
 TG2027;SPC ND N     -   737,172.52  1,428,823.94   iFT  1.00006361   -1 40 22.7
 TG2027;UTM  13      - 5,429,809.629   664,699.224   MT  0.99993324   +1 41 59.3
 TG2027
 TG2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2027!SPC ND N     -   0.99991124  x   1.00006361  =   0.99997485
 TG2027!UTM  13      -   0.99991124  x   0.99993324  =   0.99984449
 TG2027
 TG2027:                Primary Azimuth Mark                     Grid Az
 TG2027:SPC ND N     -  COLUMBUS                                 161 43 23.1
 TG2027:UTM  13      -  COLUMBUS                                 158 21 01.1
 TG2027
 TG2027|---------------------------------------------------------------------|
 TG2027| PID    Reference Object                     Distance      Geod. Az  |
 TG2027|                                                           dddmmss.s |
 TG2027| TG1949 COLUMBUS                            APPROX. 3.0 KM 1600300.4 |
 TG2027|---------------------------------------------------------------------|
 TG2027
 TG2027                          SUPERSEDED SURVEY CONTROL
 TG2027
 TG2027  NAD 83(1986)-  48 59 57.10850(N)    102 44 53.51136(W) AD(       ) 3
 TG2027
 TG2027.Superseded values are not recommended for survey control.
 TG2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2027.See file dsdata.txt to determine how the superseded data were derived.
 TG2027
 TG2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6469929810(NAD 83)
 TG2027_MARKER: Z = SEE DESCRIPTION
 TG2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2027+STABILITY: SURFACE MOTION
 TG2027
 TG2027  HISTORY     - Date     Condition        Report By
 TG2027  HISTORY     - 1910     MONUMENTED       IBC
 TG2027  HISTORY     - 1975     GOOD             IBC
 TG2027
 TG2027                          STATION DESCRIPTION
 TG2027
 TG2027'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2027'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2027'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2027'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2027'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2027'
 TG2027'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2027'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2027'---OCTOBER 20, 1818---.
 TG2027'
 TG2027'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2027'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2027'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2027'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2027'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2027'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2027'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2027'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2027'
 TG2027'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2027'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2027'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2027'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2027'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2027'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2027'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2027'AND---CANADA---ON THE WEST SIDE.
 TG2027'
 TG2027'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2027'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2027'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2027'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2027'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2027
 TG2027                          STATION RECOVERY (1975)
 TG2027
 TG2027'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2028 ***********************************************************************
 TG2028  DESIGNATION -  BOUNDARY MON 625 CD US
 TG2028  PID         -  TG2028
 TG2028  STATE/COUNTY-  ND/BURKE
 TG2028  USGS QUAD   -  STAMPEDE (1948)
 TG2028
 TG2028                         *CURRENT SURVEY CONTROL
 TG2028  ___________________________________________________________________
 TG2028* NAD 83(1996)-  48 59 57.01654(N)    102 42 49.99399(W)     ADJUSTED  
 TG2028* NAVD 88     -       598.     (meters)    1962.     (feet)  SCALED    
 TG2028  ___________________________________________________________________
 TG2028  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 TG2028  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG2028
 TG2028  HORZ ORDER  -  THIRD
 TG2028
 TG2028.The horizontal coordinates were established by classical geodetic methods
 TG2028.and adjusted by the National Geodetic Survey in January 1998..
 TG2028
 TG2028.The orthometric height was scaled from a topographic map.
 TG2028
 TG2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2028
 TG2028.The geoid height was determined by GEOID03.
 TG2028
 TG2028;                    North         East     Units Scale Factor Converg.
 TG2028;SPC ND N     -   224,614.604   438,015.233   MT  1.00006360   -1 38 50.7
 TG2028;SPC ND N     -   736,924.55  1,437,057.85   iFT  1.00006360   -1 38 50.7
 TG2028;UTM  13      - 5,429,881.830   667,208.705   MT  0.99994348   +1 43 32.6
 TG2028
 TG2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2028!SPC ND N     -   0.99990921  x   1.00006360  =   0.99997281
 TG2028!UTM  13      -   0.99990921  x   0.99994348  =   0.99985270
 TG2028
 TG2028:                Primary Azimuth Mark                     Grid Az
 TG2028:SPC ND N     -  BOUNDARY MON 627 CD US                   091 44 30.0
 TG2028:UTM  13      -  BOUNDARY MON 627 CD US                   088 22 06.7
 TG2028
 TG2028|---------------------------------------------------------------------|
 TG2028| PID    Reference Object                     Distance      Geod. Az  |
 TG2028|                                                           dddmmss.s |
 TG2028| TG2029 BOUNDARY MON 627 CD US              APPROX. 4.1 KM 0900539.3 |
 TG2028|---------------------------------------------------------------------|
 TG2028
 TG2028                          SUPERSEDED SURVEY CONTROL
 TG2028
 TG2028  NAD 83(1986)-  48 59 57.01664(N)    102 42 49.99067(W) AD(       ) 3
 TG2028
 TG2028.Superseded values are not recommended for survey control.
 TG2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2028.See file dsdata.txt to determine how the superseded data were derived.
 TG2028
 TG2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6720929882(NAD 83)
 TG2028_MARKER: Z = SEE DESCRIPTION
 TG2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2028_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2028+STABILITY: SURFACE MOTION
 TG2028
 TG2028  HISTORY     - Date     Condition        Report By
 TG2028  HISTORY     - 1910     MONUMENTED       IBC
 TG2028  HISTORY     - 1975     GOOD             IBC
 TG2028
 TG2028                          STATION DESCRIPTION
 TG2028
 TG2028'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2028'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2028'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2028'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2028'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2028'
 TG2028'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2028'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2028'---OCTOBER 20, 1818---.
 TG2028'
 TG2028'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2028'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2028'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2028'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2028'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2028'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2028'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2028'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2028'
 TG2028'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2028'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2028'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2028'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2028'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2028'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2028'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2028'AND---CANADA---ON THE WEST SIDE.
 TG2028'
 TG2028'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2028'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2028'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2028'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2028'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2028
 TG2028                          STATION RECOVERY (1975)
 TG2028
 TG2028'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1930 ***********************************************************************
 TG1930  DESIGNATION -  BOUNDARY MON 626 CD US
 TG1930  PID         -  TG1930
 TG1930  STATE/COUNTY-  ND/BURKE
 TG1930  USGS QUAD   -  STAMPEDE (1948)
 TG1930
 TG1930                         *CURRENT SURVEY CONTROL
 TG1930  ___________________________________________________________________
 TG1930* NAD 83(1996)-  48 59 56.89110(N)    102 41 11.84303(W)     ADJUSTED  
 TG1930* NAVD 88     -       599.9    (meters)    1968.     (feet)  VERTCON   
 TG1930  ___________________________________________________________________
 TG1930  X           -    -920,835.590 (meters)                     COMP
 TG1930  Y           -  -4,090,522.509 (meters)                     COMP
 TG1930  Z           -   4,790,933.918 (meters)                     COMP
 TG1930  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 TG1930  ELLIP HEIGHT-         580.60  (meters)          (01/23/98) GPS OBS
 TG1930  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 TG1930
 TG1930  HORZ ORDER  -  FIRST
 TG1930  ELLP ORDER  -  FOURTH    CLASS I
 TG1930
 TG1930.The horizontal coordinates were established by GPS observations
 TG1930.and adjusted by the National Geodetic Survey in January 1998..
 TG1930
 TG1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1930
 TG1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1930
 TG1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1930
 TG1930.The ellipsoidal height was determined by GPS observations
 TG1930.and is referenced to NAD 83.
 TG1930
 TG1930.The geoid height was determined by GEOID03.
 TG1930
 TG1930;                    North         East     Units Scale Factor Converg.
 TG1930;SPC ND N     -   224,553.725   440,009.435   MT  1.00006359   -1 37 37.7
 TG1930;SPC ND N     -   736,724.82  1,443,600.51   iFT  1.00006359   -1 37 37.7
 TG1930;UTM  13      - 5,429,938.392   669,202.803   MT  0.99995172   +1 44 46.7
 TG1930
 TG1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1930!SPC ND N     -   0.99990902  x   1.00006359  =   0.99997260
 TG1930!UTM  13      -   0.99990902  x   0.99995172  =   0.99986074
 TG1930
 TG1930:                Primary Azimuth Mark                     Grid Az
 TG1930:SPC ND N     -  BOUNDARY MON 625 CD US                   271 44 55.4
 TG1930:UTM  13      -  BOUNDARY MON 625 CD US                   268 22 31.0
 TG1930
 TG1930|---------------------------------------------------------------------|
 TG1930| PID    Reference Object                     Distance      Geod. Az  |
 TG1930|                                                           dddmmss.s |
 TG1930| TG2028 BOUNDARY MON 625 CD US              APPROX. 2.0 KM 2700717.7 |
 TG1930|---------------------------------------------------------------------|
 TG1930
 TG1930                          SUPERSEDED SURVEY CONTROL
 TG1930
 TG1930  ELLIP H (07/28/92)  580.52   (m)                       GP(       ) 5 1
 TG1930  NAD 83(1986)-  48 59 56.89112(N)    102 41 11.83940(W) AD(       ) 1
 TG1930  NGVD 29 (08/25/89)  599.5    (m)         1967.     (f) GPS OBS        
 TG1930
 TG1930.Superseded values are not recommended for survey control.
 TG1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1930.See file dsdata.txt to determine how the superseded data were derived.
 TG1930
 TG1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6920329938(NAD 83)
 TG1930_MARKER: DU = BOUNDARY MARKER
 TG1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1930+STABILITY: POSITION/ELEVATION WELL
 TG1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1930+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1988
 TG1930
 TG1930  HISTORY     - Date     Condition        Report By
 TG1930  HISTORY     - 1910     MONUMENTED       IBC
 TG1930  HISTORY     - 1910     GOOD             IBC
 TG1930  HISTORY     - 1975     GOOD             IBC
 TG1930  HISTORY     - 19880907 GOOD             NGS
 TG1930
 TG1930                          STATION DESCRIPTION
 TG1930
 TG1930'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1930'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1930'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1930'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1930'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1930'
 TG1930'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1930'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1930'---OCTOBER 20, 1818---.
 TG1930'
 TG1930'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1930'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1930'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1930'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1930'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1930'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1930'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1930'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1930'
 TG1930'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1930'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1930'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1930'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1930'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1930'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1930'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1930'AND---CANADA---ON THE WEST SIDE.
 TG1930'
 TG1930'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1930'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1930'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1930'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1930'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1930
 TG1930                          STATION RECOVERY (1910)
 TG1930
 TG1930'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TG1930'RECOVERED IN GOOD CONDITION.
 TG1930
 TG1930                          STATION RECOVERY (1975)
 TG1930
 TG1930'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1930'RECOVERED IN GOOD CONDITION.
 TG1930
 TG1930                          STATION RECOVERY (1988)
 TG1930
 TG1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1930'THE MONUMENT IS LOCATED ABOUT 25.75 KM (16.00 MI) NORTHEAST OF NOONAN,
 TG1930'16.09 KM (10.00 MI) NORTHWEST OF LIGNITE AND 10.06 KM (6.25 MI) WEST
 TG1930'OF THE PORTAL, NORTH DAKOTA - NORTH PORTAL, SASKATCHEWAN BORDER
 TG1930'CROSSING.
 TG1930'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS HOUSE AT THE PORTAL -
 TG1930'NORTH PORTAL BORDER CROSSING, GO NORTHWEST ON PROVINCIAL HIGHWAY 39
 TG1930'FOR 9.74 KM (6.05 MI) TO A DIAGONAL, GRAVEL CROSSROAD.  TURN LEFT AND
 TG1930'GO SOUTH ON THE GRAVEL ROAD FOR 2.89 KM (1.80 MI) TO WHERE THE GRAVEL
 TG1930'ROAD TURNS LEFT AND A TRACK ROAD RIGHT, AT THE BOUNDARY.  TURN RIGHT
 TG1930'AND GO WEST ON THE TRACK ROAD ON THE CANADIAN SIDE OF THE BOUNDARY
 TG1930'FOR 0.64 KM (0.40 MI) TO THE MONUMENT ON THE LEFT, 15.85 M (52.0 FT)
 TG1930'SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
 TG1930'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TG1930'(5.0 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TG1930'IS ABOUT 0.05 M (0.2 FT) BELOW THE SURFACE.  INSCRIBED ON THE OBELISK
 TG1930'IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE,
 TG1930'--TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH
 TG1930'SIDE, --CANADA-- ON THE NORTH SIDE.  THE NUMBER --626-- IS DRILLED
 TG1930'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TG1930'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TG1930'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2029 ***********************************************************************
 TG2029  DESIGNATION -  BOUNDARY MON 627 CD US
 TG2029  PID         -  TG2029
 TG2029  STATE/COUNTY-  ND/BURKE
 TG2029  USGS QUAD   -  STAMPEDE (1948)
 TG2029
 TG2029                         *CURRENT SURVEY CONTROL
 TG2029  ___________________________________________________________________
 TG2029* NAD 83(1996)-  48 59 56.75301(N)    102 39 30.67585(W)     ADJUSTED  
 TG2029* NAVD 88     -       603.     (meters)    1978.     (feet)  SCALED    
 TG2029  ___________________________________________________________________
 TG2029  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 TG2029  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 TG2029
 TG2029  HORZ ORDER  -  THIRD
 TG2029
 TG2029.The horizontal coordinates were established by classical geodetic methods
 TG2029.and adjusted by the National Geodetic Survey in January 1998..
 TG2029
 TG2029.The orthometric height was scaled from a topographic map.
 TG2029
 TG2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2029
 TG2029.The geoid height was determined by GEOID03.
 TG2029
 TG2029;                    North         East     Units Scale Factor Converg.
 TG2029;SPC ND N     -   224,491.443   442,064.937   MT  1.00006358   -1 36 22.4
 TG2029;SPC ND N     -   736,520.48  1,450,344.28   iFT  1.00006358   -1 36 22.4
 TG2029;UTM  13      - 5,429,997.170   671,258.187   MT  0.99996031   +1 46 03.1
 TG2029
 TG2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2029!SPC ND N     -   0.99990844  x   1.00006358  =   0.99997201
 TG2029!UTM  13      -   0.99990844  x   0.99996031  =   0.99986875
 TG2029
 TG2029:                Primary Azimuth Mark                     Grid Az
 TG2029:SPC ND N     -  BOUNDARY MON 628 CD US                   091 41 41.0
 TG2029:UTM  13      -  BOUNDARY MON 628 CD US                   088 19 15.5
 TG2029
 TG2029|---------------------------------------------------------------------|
 TG2029| PID    Reference Object                     Distance      Geod. Az  |
 TG2029|                                                           dddmmss.s |
 TG2029| TG2030 BOUNDARY MON 628 CD US              APPROX. 2.0 KM 0900518.6 |
 TG2029|---------------------------------------------------------------------|
 TG2029
 TG2029                          SUPERSEDED SURVEY CONTROL
 TG2029
 TG2029  NAD 83(1986)-  48 59 56.75292(N)    102 39 30.67322(W) AD(       ) 3
 TG2029
 TG2029.Superseded values are not recommended for survey control.
 TG2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2029.See file dsdata.txt to determine how the superseded data were derived.
 TG2029
 TG2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7125829997(NAD 83)
 TG2029_MARKER: Z = SEE DESCRIPTION
 TG2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2029+STABILITY: SURFACE MOTION
 TG2029
 TG2029  HISTORY     - Date     Condition        Report By
 TG2029  HISTORY     - 1910     MONUMENTED       IBC
 TG2029  HISTORY     - 1975     GOOD             IBC
 TG2029
 TG2029                          STATION DESCRIPTION
 TG2029
 TG2029'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2029'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2029'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2029'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2029'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2029'
 TG2029'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2029'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2029'---OCTOBER 20, 1818---.
 TG2029'
 TG2029'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2029'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2029'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2029'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2029'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2029'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2029'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2029'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2029'
 TG2029'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2029'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2029'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2029'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2029'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2029'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2029'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2029'AND---CANADA---ON THE WEST SIDE.
 TG2029'
 TG2029'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2029'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2029'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2029'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2029'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2029
 TG2029                          STATION RECOVERY (1975)
 TG2029
 TG2029'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2030 ***********************************************************************
 TG2030  DESIGNATION -  BOUNDARY MON 628 CD US
 TG2030  PID         -  TG2030
 TG2030  STATE/COUNTY-  ND/BURKE
 TG2030  USGS QUAD   -  STAMPEDE (1948)
 TG2030
 TG2030                         *CURRENT SURVEY CONTROL
 TG2030  ___________________________________________________________________
 TG2030* NAD 83(1996)-  48 59 56.64231(N)    102 37 53.05149(W)     ADJUSTED  
 TG2030* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 TG2030  ___________________________________________________________________
 TG2030  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 TG2030  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TG2030
 TG2030  HORZ ORDER  -  THIRD
 TG2030
 TG2030.The horizontal coordinates were established by classical geodetic methods
 TG2030.and adjusted by the National Geodetic Survey in January 1998..
 TG2030
 TG2030.The orthometric height was scaled from a topographic map.
 TG2030
 TG2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2030
 TG2030.The geoid height was determined by GEOID03.
 TG2030
 TG2030;                    North         East     Units Scale Factor Converg.
 TG2030;SPC ND N     -   224,432.749   444,048.498   MT  1.00006357   -1 35 09.8
 TG2030;SPC ND N     -   736,327.92  1,456,852.03   iFT  1.00006357   -1 35 09.8
 TG2030;UTM  13      - 5,430,055.309   673,241.567   MT  0.99996871   +1 47 16.9
 TG2030
 TG2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2030!SPC ND N     -   0.99990876  x   1.00006357  =   0.99997232
 TG2030!UTM  13      -   0.99990876  x   0.99996871  =   0.99987747
 TG2030
 TG2030:                Primary Azimuth Mark                     Grid Az
 TG2030:SPC ND N     -  BOUNDARY MON 629 CD US                   091 40 34.7
 TG2030:UTM  13      -  BOUNDARY MON 629 CD US                   088 18 08.0
 TG2030
 TG2030|---------------------------------------------------------------------|
 TG2030| PID    Reference Object                     Distance      Geod. Az  |
 TG2030|                                                           dddmmss.s |
 TG2030| TG2031 BOUNDARY MON 629 CD US              APPROX. 2.7 KM 0900524.9 |
 TG2030|---------------------------------------------------------------------|
 TG2030
 TG2030                          SUPERSEDED SURVEY CONTROL
 TG2030
 TG2030  NAD 83(1986)-  48 59 56.64209(N)    102 37 53.04927(W) AD(       ) 3
 TG2030
 TG2030.Superseded values are not recommended for survey control.
 TG2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2030.See file dsdata.txt to determine how the superseded data were derived.
 TG2030
 TG2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7324230055(NAD 83)
 TG2030_MARKER: Z = SEE DESCRIPTION
 TG2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2030+STABILITY: SURFACE MOTION
 TG2030
 TG2030  HISTORY     - Date     Condition        Report By
 TG2030  HISTORY     - 1910     MONUMENTED       IBC
 TG2030  HISTORY     - 1975     GOOD             IBC
 TG2030
 TG2030                          STATION DESCRIPTION
 TG2030
 TG2030'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2030'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2030'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2030'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2030'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2030'
 TG2030'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2030'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2030'---OCTOBER 20, 1818---.
 TG2030'
 TG2030'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2030'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2030'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2030'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2030'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2030'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2030'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2030'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2030'
 TG2030'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2030'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2030'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2030'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2030'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2030'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2030'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2030'AND---CANADA---ON THE WEST SIDE.
 TG2030'
 TG2030'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2030'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2030'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2030'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2030'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2030
 TG2030                          STATION RECOVERY (1975)
 TG2030
 TG2030'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2032 ***********************************************************************
 TG2032  DESIGNATION -  BOUNDARY MON 629 A
 TG2032  PID         -  TG2032
 TG2032  STATE/COUNTY-  ND/BURKE
 TG2032  USGS QUAD   -  PORTAL (1949)
 TG2032
 TG2032                         *CURRENT SURVEY CONTROL
 TG2032  ___________________________________________________________________
 TG2032* NAD 83(1996)-  48 59 56.29490(N)    102 33 08.16577(W)     ADJUSTED  
 TG2032* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 TG2032  ___________________________________________________________________
 TG2032  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 TG2032  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 TG2032
 TG2032  HORZ ORDER  -  THIRD
 TG2032
 TG2032.The horizontal coordinates were established by classical geodetic methods
 TG2032.and adjusted by the National Geodetic Survey in January 1998..
 TG2032
 TG2032.The orthometric height was scaled from a topographic map.
 TG2032
 TG2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2032
 TG2032.The geoid height was determined by GEOID03.
 TG2032
 TG2032;                    North         East     Units Scale Factor Converg.
 TG2032;SPC ND N     -   224,264.713   449,836.995   MT  1.00006355   -1 31 37.8
 TG2032;SPC ND N     -   735,776.62  1,475,843.16   iFT  1.00006355   -1 31 37.8
 TG2032;UTM  13      - 5,430,228.274   679,029.442   MT  0.99999376   +1 50 52.0
 TG2032
 TG2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2032!SPC ND N     -   0.99990893  x   1.00006355  =   0.99997248
 TG2032!UTM  13      -   0.99990893  x   0.99999376  =   0.99990269
 TG2032
 TG2032|---------------------------------------------------------------------|
 TG2032| PID    Reference Object                     Distance      Geod. Az  |
 TG2032|                                                           dddmmss.s |
 TG2032| TG2033 BOUNDARY MON 629 B                   25.298 METERS 09007     |
 TG2032| TG2031 BOUNDARY MON 629 CD US              APPROX. 3.1 KM 2700726.3 |
 TG2032|---------------------------------------------------------------------|
 TG2032
 TG2032                          SUPERSEDED SURVEY CONTROL
 TG2032
 TG2032  NAD 83(1986)-  48 59 56.29416(N)    102 33 08.16347(W) AD(       ) 3
 TG2032
 TG2032.Superseded values are not recommended for survey control.
 TG2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2032.See file dsdata.txt to determine how the superseded data were derived.
 TG2032
 TG2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7902930228(NAD 83)
 TG2032_MARKER: U = CONCRETE POST
 TG2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2032+STABILITY: SURFACE MOTION
 TG2032
 TG2032  HISTORY     - Date     Condition        Report By
 TG2032  HISTORY     - 1937     MONUMENTED       IBC
 TG2032  HISTORY     - 1941     GOOD             IBC
 TG2032  HISTORY     - 1956     GOOD             IBC
 TG2032  HISTORY     - 1964     GOOD             IBC
 TG2032  HISTORY     - 1965     GOOD             IBC
 TG2032  HISTORY     - 1971     GOOD             IBC
 TG2032  HISTORY     - 1975     GOOD             IBC
 TG2032
 TG2032                          STATION DESCRIPTION
 TG2032
 TG2032'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TG2032'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TG2032'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TG2032'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TG2032'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TG2032'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TG2032'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TG2032'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TG2032'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TG2032'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TG2032'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TG2032'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TG2032'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TG2032'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TG2032'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TG2032'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TG2032'CONCRETE.
 TG2032'
 TG2032'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TG2032'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TG2032'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TG2032'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TG2032'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TG2032'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TG2032'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TG2032'629 AND 630, ON THE WEST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TG2032'CROSSING ON HIGHWAY US NO 52, SASKATCHEWAN NO 39, BETWEEN PORTAL,
 TG2032'NORTH DAKOTA, AND NORTH PORTAL, SASKATCHEWAN.
 TG2032
 TG2032                          STATION RECOVERY (1941)
 TG2032
 TG2032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TG2032'RECOVERED IN GOOD CONDITION.
 TG2032
 TG2032                          STATION RECOVERY (1956)
 TG2032
 TG2032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TG2032'RECOVERED IN GOOD CONDITION.
 TG2032
 TG2032                          STATION RECOVERY (1964)
 TG2032
 TG2032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 TG2032'RECOVERED IN GOOD CONDITION.
 TG2032
 TG2032                          STATION RECOVERY (1965)
 TG2032
 TG2032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TG2032'RECOVERED IN GOOD CONDITION.
 TG2032
 TG2032                          STATION RECOVERY (1971)
 TG2032
 TG2032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG2032'RECOVERED IN GOOD CONDITION.
 TG2032
 TG2032                          STATION RECOVERY (1975)
 TG2032
 TG2032'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2033 ***********************************************************************
 TG2033  DESIGNATION -  BOUNDARY MON 629 B
 TG2033  PID         -  TG2033
 TG2033  STATE/COUNTY-  ND/BURKE
 TG2033  USGS QUAD   -  PORTAL (1949)
 TG2033
 TG2033                         *CURRENT SURVEY CONTROL
 TG2033  ___________________________________________________________________
 TG2033* NAD 83(1996)-  48 59 56.29313(N)    102 33 06.92117(W)     ADJUSTED  
 TG2033* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 TG2033  ___________________________________________________________________
 TG2033  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 TG2033  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 TG2033
 TG2033  HORZ ORDER  -  THIRD
 TG2033
 TG2033.The horizontal coordinates were established by classical geodetic methods
 TG2033.and adjusted by the National Geodetic Survey in January 1998..
 TG2033
 TG2033.The orthometric height was scaled from a topographic map.
 TG2033
 TG2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2033
 TG2033.The geoid height was determined by GEOID03.
 TG2033
 TG2033;                    North         East     Units Scale Factor Converg.
 TG2033;SPC ND N     -   224,263.984   449,862.284   MT  1.00006355   -1 31 36.9
 TG2033;SPC ND N     -   735,774.23  1,475,926.13   iFT  1.00006355   -1 31 36.9
 TG2033;UTM  13      - 5,430,229.035   679,054.728   MT  0.99999387   +1 50 53.0
 TG2033
 TG2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2033!SPC ND N     -   0.99990893  x   1.00006355  =   0.99997248
 TG2033!UTM  13      -   0.99990893  x   0.99999387  =   0.99990280
 TG2033
 TG2033                          SUPERSEDED SURVEY CONTROL
 TG2033
 TG2033  NAD 83(1986)-  48 59 56.29238(N)    102 33 06.91886(W) AD(       ) 3
 TG2033
 TG2033.Superseded values are not recommended for survey control.
 TG2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2033.See file dsdata.txt to determine how the superseded data were derived.
 TG2033
 TG2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7905530229(NAD 83)
 TG2033_MARKER: U = CONCRETE POST
 TG2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2033+STABILITY: SURFACE MOTION
 TG2033
 TG2033  HISTORY     - Date     Condition        Report By
 TG2033  HISTORY     - 1937     MONUMENTED       IBC
 TG2033  HISTORY     - 1941     GOOD             IBC
 TG2033  HISTORY     - 1956     GOOD             IBC
 TG2033  HISTORY     - 1964     GOOD             IBC
 TG2033  HISTORY     - 1965     GOOD             IBC
 TG2033  HISTORY     - 1971     GOOD             IBC
 TG2033  HISTORY     - 1975     GOOD             IBC
 TG2033
 TG2033                          STATION DESCRIPTION
 TG2033
 TG2033'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (DFC)
 TG2033'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TG2033'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TG2033'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TG2033'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TG2033'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TG2033'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TG2033'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TG2033'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH FOUR
 TG2033'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TG2033'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TG2033'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TG2033'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TG2033'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TG2033'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TG2033'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TG2033'CONCRETE.
 TG2033'
 TG2033'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TG2033'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TG2033'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TG2033'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TG2033'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TG2033'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TG2033'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TG2033'629 AND 630, ON THE EAST SIDE OF THE PUBLIC ROAD, TO MARK THE BOUNDARY
 TG2033'CROSSING ON HIGHWAY US NO 52, SASKATCHEWAN NO 39, BETWEEN PORTAL,
 TG2033'NORTH DAKOTA, AND NORTH PORTAL, SASKATCHEWAN.
 TG2033
 TG2033                          STATION RECOVERY (1941)
 TG2033
 TG2033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TG2033'RECOVERED IN GOOD CONDITION.
 TG2033
 TG2033                          STATION RECOVERY (1956)
 TG2033
 TG2033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TG2033'RECOVERED IN GOOD CONDITION.
 TG2033
 TG2033                          STATION RECOVERY (1964)
 TG2033
 TG2033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 TG2033'RECOVERED IN GOOD CONDITION.
 TG2033
 TG2033                          STATION RECOVERY (1965)
 TG2033
 TG2033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TG2033'RECOVERED IN GOOD CONDITION.
 TG2033
 TG2033                          STATION RECOVERY (1971)
 TG2033
 TG2033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG2033'RECOVERED IN GOOD CONDITION.
 TG2033
 TG2033                          STATION RECOVERY (1975)
 TG2033
 TG2033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2031 ***********************************************************************
 TG2031  DESIGNATION -  BOUNDARY MON 629 CD US
 TG2031  PID         -  TG2031
 TG2031  STATE/COUNTY-  ND/BURKE
 TG2031  USGS QUAD   -  PORTAL (1949)
 TG2031
 TG2031                         *CURRENT SURVEY CONTROL
 TG2031  ___________________________________________________________________
 TG2031* NAD 83(1996)-  48 59 56.48418(N)    102 35 40.80026(W)     ADJUSTED  
 TG2031* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 TG2031  ___________________________________________________________________
 TG2031  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 TG2031  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TG2031
 TG2031  HORZ ORDER  -  THIRD
 TG2031
 TG2031.The horizontal coordinates were established by classical geodetic methods
 TG2031.and adjusted by the National Geodetic Survey in January 1998..
 TG2031
 TG2031.The orthometric height was scaled from a topographic map.
 TG2031
 TG2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2031
 TG2031.The geoid height was determined by GEOID03.
 TG2031
 TG2031;                    North         East     Units Scale Factor Converg.
 TG2031;SPC ND N     -   224,354.100   446,735.646   MT  1.00006356   -1 33 31.4
 TG2031;SPC ND N     -   736,069.88  1,465,668.13   iFT  1.00006356   -1 33 31.4
 TG2031;UTM  13      - 5,430,134.950   675,928.447   MT  0.99998024   +1 48 56.8
 TG2031
 TG2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2031!SPC ND N     -   0.99990736  x   1.00006356  =   0.99997091
 TG2031!UTM  13      -   0.99990736  x   0.99998024  =   0.99988760
 TG2031
 TG2031:                Primary Azimuth Mark                     Grid Az
 TG2031:SPC ND N     -  BOUNDARY MON 630 CD US                   091 39 02.5
 TG2031:UTM  13      -  BOUNDARY MON 630 CD US                   088 16 34.3
 TG2031
 TG2031|---------------------------------------------------------------------|
 TG2031| PID    Reference Object                     Distance      Geod. Az  |
 TG2031|                                                           dddmmss.s |
 TG2031| TG0962 BOUNDARY MON 630 CD US              APPROX. 3.2 KM 0900531.1 |
 TG2031|---------------------------------------------------------------------|
 TG2031
 TG2031                          SUPERSEDED SURVEY CONTROL
 TG2031
 TG2031  NAD 83(1986)-  48 59 56.48375(N)    102 35 40.79878(W) AD(       ) 3
 TG2031
 TG2031.Superseded values are not recommended for survey control.
 TG2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2031.See file dsdata.txt to determine how the superseded data were derived.
 TG2031
 TG2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7592830135(NAD 83)
 TG2031_MARKER: Z = SEE DESCRIPTION
 TG2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2031+STABILITY: SURFACE MOTION
 TG2031
 TG2031  HISTORY     - Date     Condition        Report By
 TG2031  HISTORY     - 1910     MONUMENTED       IBC
 TG2031  HISTORY     - 1975     GOOD             IBC
 TG2031
 TG2031                          STATION DESCRIPTION
 TG2031
 TG2031'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2031'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2031'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2031'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2031'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2031'
 TG2031'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2031'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2031'---OCTOBER 20, 1818---.
 TG2031'
 TG2031'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2031'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2031'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2031'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2031'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2031'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2031'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2031'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2031'
 TG2031'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2031'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2031'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2031'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2031'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2031'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2031'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2031'AND---CANADA---ON THE WEST SIDE.
 TG2031'
 TG2031'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2031'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2031'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2031'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2031'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2031
 TG2031                          STATION RECOVERY (1975)
 TG2031
 TG2031'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0962 ***********************************************************************
 TG0962  DESIGNATION -  BOUNDARY MON 630 CD US
 TG0962  PID         -  TG0962
 TG0962  STATE/COUNTY-  ND/BURKE
 TG0962  USGS QUAD   -  PORTAL (1949)
 TG0962
 TG0962                         *CURRENT SURVEY CONTROL
 TG0962  ___________________________________________________________________
 TG0962* NAD 83(1996)-  48 59 56.28539(N)    102 33 01.52529(W)     ADJUSTED  
 TG0962* NAVD 88     -       595.822  (meters)    1954.79   (feet)  ADJUSTED  
 TG0962  ___________________________________________________________________
 TG0962  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 TG0962  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 TG0962  DYNAMIC HT  -         595.960 (meters)    1955.25  (feet)  COMP
 TG0962  MODELED GRAV-     980,822.6   (mgal)                       NAVD 88
 TG0962
 TG0962  HORZ ORDER  -  THIRD
 TG0962  VERT ORDER  -  FIRST     CLASS II
 TG0962
 TG0962.The horizontal coordinates were established by classical geodetic methods
 TG0962.and adjusted by the National Geodetic Survey in January 1998..
 TG0962
 TG0962.The orthometric height was determined by differential leveling
 TG0962.and adjusted by the National Geodetic Survey in June 1991..
 TG0962
 TG0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0962
 TG0962.The geoid height was determined by GEOID03.
 TG0962
 TG0962.The dynamic height is computed by dividing the NAVD 88
 TG0962.geopotential number by the normal gravity value computed on the
 TG0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0962.degrees latitude (g = 980.6199 gals.).
 TG0962
 TG0962.The modeled gravity was interpolated from observed gravity values.
 TG0962
 TG0962;                    North         East     Units Scale Factor Converg.
 TG0962;SPC ND N     -   224,260.823   449,971.922   MT  1.00006354   -1 31 32.8
 TG0962;SPC ND N     -   735,763.85  1,476,285.83   iFT  1.00006354   -1 31 32.8
 TG0962;UTM  13      - 5,430,232.334   679,164.354   MT  0.99999435   +1 50 57.0
 TG0962
 TG0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0962!SPC ND N     -   0.99990965  x   1.00006354  =   0.99997319
 TG0962!UTM  13      -   0.99990965  x   0.99999435  =   0.99990400
 TG0962
 TG0962:                Primary Azimuth Mark                     Grid Az
 TG0962:SPC ND N     -  BOUNDARY MON 629 CD US                   271 39 04.2
 TG0962:UTM  13      -  BOUNDARY MON 629 CD US                   268 16 34.4
 TG0962
 TG0962|---------------------------------------------------------------------|
 TG0962| PID    Reference Object                     Distance      Geod. Az  |
 TG0962|                                                           dddmmss.s |
 TG0962| TG2031 BOUNDARY MON 629 CD US              APPROX. 3.2 KM 2700731.4 |
 TG0962| TG2033 BOUNDARY MON 629 B                  109.676 METERS 27008     |
 TG0962|---------------------------------------------------------------------|
 TG0962
 TG0962                          SUPERSEDED SURVEY CONTROL
 TG0962
 TG0962  NAD 83(1986)-  48 59 56.28463(N)    102 33 01.52379(W) AD(       ) 3
 TG0962  NGVD 29 (??/??/92)  595.414  (m)         1953.45   (f) ADJ UNCH    1 2
 TG0962
 TG0962.Superseded values are not recommended for survey control.
 TG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0962.See file dsdata.txt to determine how the superseded data were derived.
 TG0962
 TG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7916430232(NAD 83)
 TG0962_MARKER: Z = SEE DESCRIPTION
 TG0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0962_SP_SET: CONCRETE BASE
 TG0962_STAMPING: 1953.303
 TG0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0962
 TG0962  HISTORY     - Date     Condition        Report By
 TG0962  HISTORY     - 1910     MONUMENTED       IBC
 TG0962  HISTORY     - 1963     GOOD             NGS
 TG0962  HISTORY     - 1971     GOOD             IBC
 TG0962  HISTORY     - 1975     GOOD             IBC
 TG0962
 TG0962                          STATION DESCRIPTION
 TG0962
 TG0962'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG0962'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG0962'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG0962'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG0962'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG0962'
 TG0962'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG0962'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG0962'---OCTOBER 20, 1818---.
 TG0962'
 TG0962'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG0962'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG0962'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG0962'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG0962'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG0962'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG0962'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG0962'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG0962'
 TG0962'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG0962'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG0962'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG0962'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG0962'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG0962'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG0962'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG0962'AND---CANADA---ON THE WEST SIDE.
 TG0962'
 TG0962'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG0962'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG0962'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG0962'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG0962'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG0962
 TG0962                          STATION RECOVERY (1963)
 TG0962
 TG0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0962'IN PORTAL.
 TG0962'AT PORTAL, ABOUT 100 YARDS WEST OF THE SOO LINE RAILROAD STATION,
 TG0962'ABOUT 150 YARDS SOUTH OF THE CANADIAN PACIFIC RAILROAD STATION, SET IN
 TG0962'THE TOP OF THE SOUTH SIDE OF THE CONCRETE BASE OF INTERNATIONAL
 TG0962'BOUNDARY MONUMENT 630, 45 FEET EAST OF THE SOUTHEAST CORNER OF AN IRON
 TG0962'FENCE AROUND A WAR MEMORIAL, 70 FEET SOUTH OF A GRAVELED STREET WHICH
 TG0962'IS IN CANADA, AND ABOUT LEVEL WITH THE TRACKS.
 TG0962
 TG0962                          STATION RECOVERY (1971)
 TG0962
 TG0962'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG0962'RECOVERED IN GOOD CONDITION.
 TG0962
 TG0962                          STATION RECOVERY (1975)
 TG0962
 TG0962'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2034 ***********************************************************************
 TG2034  DESIGNATION -  BOUNDARY MON 631 CD US
 TG2034  PID         -  TG2034
 TG2034  STATE/COUNTY-  ND/BURKE
 TG2034  USGS QUAD   -  PORTAL (1949)
 TG2034
 TG2034                         *CURRENT SURVEY CONTROL
 TG2034  ___________________________________________________________________
 TG2034* NAD 83(1996)-  48 59 56.16195(N)    102 31 25.00302(W)     ADJUSTED  
 TG2034* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 TG2034  ___________________________________________________________________
 TG2034  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 TG2034  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG2034
 TG2034  HORZ ORDER  -  THIRD
 TG2034
 TG2034.The horizontal coordinates were established by classical geodetic methods
 TG2034.and adjusted by the National Geodetic Survey in January 1998..
 TG2034
 TG2034.The orthometric height was scaled from a topographic map.
 TG2034
 TG2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2034
 TG2034.The geoid height was determined by GEOID03.
 TG2034
 TG2034;                    North         East     Units Scale Factor Converg.
 TG2034;SPC ND N     -   224,205.110   451,933.164   MT  1.00006353   -1 30 21.0
 TG2034;SPC ND N     -   735,581.07  1,482,720.35   iFT  1.00006353   -1 30 21.0
 TG2034;UTM  13      - 5,430,292.177   681,125.347   MT  1.00000303   +1 52 09.9
 TG2034
 TG2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2034!SPC ND N     -   0.99990988  x   1.00006353  =   0.99997341
 TG2034!UTM  13      -   0.99990988  x   1.00000303  =   0.99991291
 TG2034
 TG2034:                Primary Azimuth Mark                     Grid Az
 TG2034:SPC ND N     -  BOUNDARY MON 630 CD US                   271 37 38.3
 TG2034:UTM  13      -  BOUNDARY MON 630 CD US                   268 15 07.4
 TG2034
 TG2034|---------------------------------------------------------------------|
 TG2034| PID    Reference Object                     Distance      Geod. Az  |
 TG2034|                                                           dddmmss.s |
 TG2034| TG0962 BOUNDARY MON 630 CD US              APPROX. 2.0 KM 2700717.3 |
 TG2034|---------------------------------------------------------------------|
 TG2034
 TG2034                          SUPERSEDED SURVEY CONTROL
 TG2034
 TG2034  NAD 83(1986)-  48 59 56.16097(N)    102 31 25.00143(W) AD(       ) 3
 TG2034
 TG2034.Superseded values are not recommended for survey control.
 TG2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2034.See file dsdata.txt to determine how the superseded data were derived.
 TG2034
 TG2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ8112530292(NAD 83)
 TG2034_MARKER: Z = SEE DESCRIPTION
 TG2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2034_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2034+STABILITY: SURFACE MOTION
 TG2034
 TG2034  HISTORY     - Date     Condition        Report By
 TG2034  HISTORY     - 1910     MONUMENTED       IBC
 TG2034  HISTORY     - 1975     GOOD             IBC
 TG2034
 TG2034                          STATION DESCRIPTION
 TG2034
 TG2034'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2034'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2034'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2034'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2034'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2034'
 TG2034'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2034'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2034'---OCTOBER 20, 1818---.
 TG2034'
 TG2034'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2034'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2034'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2034'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2034'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2034'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2034'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2034'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2034'
 TG2034'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2034'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2034'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2034'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2034'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2034'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2034'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2034'AND---CANADA---ON THE WEST SIDE.
 TG2034'
 TG2034'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2034'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2034'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2034'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2034'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2034
 TG2034                          STATION RECOVERY (1975)
 TG2034
 TG2034'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2035 ***********************************************************************
 TG2035  DESIGNATION -  BOUNDARY MON 632 CD US
 TG2035  PID         -  TG2035
 TG2035  STATE/COUNTY-  ND/BURKE
 TG2035  USGS QUAD   -  FLAXTON (1947)
 TG2035
 TG2035                         *CURRENT SURVEY CONTROL
 TG2035  ___________________________________________________________________
 TG2035* NAD 83(1996)-  48 59 55.99771(N)    102 29 15.49827(W)     ADJUSTED  
 TG2035* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 TG2035  ___________________________________________________________________
 TG2035  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 TG2035  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 TG2035
 TG2035  HORZ ORDER  -  THIRD
 TG2035
 TG2035.The horizontal coordinates were established by classical geodetic methods
 TG2035.and adjusted by the National Geodetic Survey in January 1998..
 TG2035
 TG2035.The orthometric height was scaled from a topographic map.
 TG2035
 TG2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2035
 TG2035.The geoid height was determined by GEOID03.
 TG2035
 TG2035;                    North         East     Units Scale Factor Converg.
 TG2035;SPC ND N     -   224,131.474   454,564.611   MT  1.00006352   -1 28 44.6
 TG2035;SPC ND N     -   735,339.48  1,491,353.71   iFT  1.00006352   -1 28 44.6
 TG2035;UTM  13      - 5,430,373.601   683,756.422   MT  1.00001483   +1 53 47.8
 TG2035
 TG2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2035!SPC ND N     -   0.99991052  x   1.00006352  =   0.99997403
 TG2035!UTM  13      -   0.99991052  x   1.00001483  =   0.99992535
 TG2035
 TG2035:                Primary Azimuth Mark                     Grid Az
 TG2035:SPC ND N     -  BOUNDARY MON 631 CD US                   271 36 11.0
 TG2035:UTM  13      -  BOUNDARY MON 631 CD US                   268 13 38.6
 TG2035
 TG2035|---------------------------------------------------------------------|
 TG2035| PID    Reference Object                     Distance      Geod. Az  |
 TG2035|                                                           dddmmss.s |
 TG2035| TG2034 BOUNDARY MON 631 CD US              APPROX. 2.6 KM 2700726.4 |
 TG2035|---------------------------------------------------------------------|
 TG2035
 TG2035                          SUPERSEDED SURVEY CONTROL
 TG2035
 TG2035  NAD 83(1986)-  48 59 55.99639(N)    102 29 15.49660(W) AD(       ) 3
 TG2035
 TG2035.Superseded values are not recommended for survey control.
 TG2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2035.See file dsdata.txt to determine how the superseded data were derived.
 TG2035
 TG2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ8375630374(NAD 83)
 TG2035_MARKER: Z = SEE DESCRIPTION
 TG2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2035+STABILITY: SURFACE MOTION
 TG2035
 TG2035  HISTORY     - Date     Condition        Report By
 TG2035  HISTORY     - 1910     MONUMENTED       IBC
 TG2035  HISTORY     - 1975     GOOD             IBC
 TG2035
 TG2035                          STATION DESCRIPTION
 TG2035
 TG2035'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2035'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2035'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2035'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2035'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2035'
 TG2035'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2035'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2035'---OCTOBER 20, 1818---.
 TG2035'
 TG2035'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2035'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2035'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2035'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2035'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2035'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2035'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2035'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2035'
 TG2035'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2035'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2035'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2035'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2035'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2035'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2035'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2035'AND---CANADA---ON THE WEST SIDE.
 TG2035'
 TG2035'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2035'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2035'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2035'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2035'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2035
 TG2035                          STATION RECOVERY (1975)
 TG2035
 TG2035'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2036 ***********************************************************************
 TG2036  DESIGNATION -  BOUNDARY MON 633 CD US
 TG2036  PID         -  TG2036
 TG2036  STATE/COUNTY-  ND/BURKE
 TG2036  USGS QUAD   -  FLAXTON (1947)
 TG2036
 TG2036                         *CURRENT SURVEY CONTROL
 TG2036  ___________________________________________________________________
 TG2036* NAD 83(1996)-  48 59 55.85607(N)    102 27 23.52789(W)     ADJUSTED  
 TG2036* NAVD 88     -       592.     (meters)    1942.     (feet)  SCALED    
 TG2036  ___________________________________________________________________
 TG2036  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TG2036  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TG2036
 TG2036  HORZ ORDER  -  THIRD
 TG2036
 TG2036.The horizontal coordinates were established by classical geodetic methods
 TG2036.and adjusted by the National Geodetic Survey in January 1998..
 TG2036
 TG2036.The orthometric height was scaled from a topographic map.
 TG2036
 TG2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2036
 TG2036.The geoid height was determined by GEOID03.
 TG2036
 TG2036;                    North         East     Units Scale Factor Converg.
 TG2036;SPC ND N     -   224,068.811   456,839.803   MT  1.00006351   -1 27 21.3
 TG2036;SPC ND N     -   735,133.89  1,498,818.25   iFT  1.00006351   -1 27 21.3
 TG2036;UTM  13      - 5,430,445.019   686,031.256   MT  1.00002516   +1 55 12.3
 TG2036
 TG2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2036!SPC ND N     -   0.99991021  x   1.00006351  =   0.99997372
 TG2036!UTM  13      -   0.99991021  x   1.00002516  =   0.99993537
 TG2036
 TG2036:                Primary Azimuth Mark                     Grid Az
 TG2036:SPC ND N     -  NORTH PORTAL                             322 49 07.5
 TG2036:UTM  13      -  NORTH PORTAL                             319 26 33.9
 TG2036
 TG2036|---------------------------------------------------------------------|
 TG2036| PID    Reference Object                     Distance      Geod. Az  |
 TG2036|                                                           dddmmss.s |
 TG2036| TG2054 NORTH PORTAL                        APPROX. 1.4 KM 3212146.2 |
 TG2036|---------------------------------------------------------------------|
 TG2036
 TG2036                          SUPERSEDED SURVEY CONTROL
 TG2036
 TG2036  NAD 83(1986)-  48 59 55.85448(N)    102 27 23.52613(W) AD(       ) 3
 TG2036
 TG2036.Superseded values are not recommended for survey control.
 TG2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2036.See file dsdata.txt to determine how the superseded data were derived.
 TG2036
 TG2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ8603130445(NAD 83)
 TG2036_MARKER: Z = SEE DESCRIPTION
 TG2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2036+STABILITY: SURFACE MOTION
 TG2036
 TG2036  HISTORY     - Date     Condition        Report By
 TG2036  HISTORY     - 1910     MONUMENTED       IBC
 TG2036  HISTORY     - 1975     GOOD             IBC
 TG2036
 TG2036                          STATION DESCRIPTION
 TG2036
 TG2036'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2036'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2036'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2036'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2036'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2036'
 TG2036'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2036'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2036'---OCTOBER 20, 1818---.
 TG2036'
 TG2036'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2036'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2036'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2036'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2036'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2036'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2036'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2036'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2036'
 TG2036'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2036'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2036'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2036'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2036'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2036'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2036'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2036'AND---CANADA---ON THE WEST SIDE.
 TG2036'
 TG2036'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2036'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2036'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2036'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2036'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2036
 TG2036                          STATION RECOVERY (1975)
 TG2036
 TG2036'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2037 ***********************************************************************
 TG2037  DESIGNATION -  BOUNDARY MON 634 CD US
 TG2037  PID         -  TG2037
 TG2037  STATE/COUNTY-  ND/BURKE
 TG2037  USGS QUAD   -  FLAXTON (1947)
 TG2037
 TG2037                         *CURRENT SURVEY CONTROL
 TG2037  ___________________________________________________________________
 TG2037* NAD 83(1996)-  48 59 55.89702(N)    102 24 52.67598(W)     ADJUSTED  
 TG2037* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 TG2037  ___________________________________________________________________
 TG2037  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 TG2037  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TG2037
 TG2037  HORZ ORDER  -  THIRD
 TG2037
 TG2037.The horizontal coordinates were established by classical geodetic methods
 TG2037.and adjusted by the National Geodetic Survey in January 1998..
 TG2037
 TG2037.The orthometric height was scaled from a topographic map.
 TG2037
 TG2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2037
 TG2037.The geoid height was determined by GEOID03.
 TG2037
 TG2037;                    North         East     Units Scale Factor Converg.
 TG2037;SPC ND N     -   223,992.999   459,905.271   MT  1.00006351   -1 25 29.1
 TG2037;SPC ND N     -   734,885.17  1,508,875.56   iFT  1.00006351   -1 25 29.1
 TG2037;UTM  13      - 5,430,549.869   689,095.772   MT  1.00003929   +1 57 06.3
 TG2037
 TG2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2037!SPC ND N     -   0.99991148  x   1.00006351  =   0.99997498
 TG2037!UTM  13      -   0.99991148  x   1.00003929  =   0.99995077
 TG2037
 TG2037:                Primary Azimuth Mark                     Grid Az
 TG2037:SPC ND N     -  KLITZKE                                  170 49 15.9
 TG2037:UTM  13      -  KLITZKE                                  167 26 40.5
 TG2037
 TG2037|---------------------------------------------------------------------|
 TG2037| PID    Reference Object                     Distance      Geod. Az  |
 TG2037|                                                           dddmmss.s |
 TG2037| TG1972 KLITZKE                             APPROX. 3.3 KM 1692346.8 |
 TG2037|---------------------------------------------------------------------|
 TG2037
 TG2037                          SUPERSEDED SURVEY CONTROL
 TG2037
 TG2037  NAD 83(1986)-  48 59 55.89509(N)    102 24 52.67413(W) AD(       ) 3
 TG2037
 TG2037.Superseded values are not recommended for survey control.
 TG2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2037.See file dsdata.txt to determine how the superseded data were derived.
 TG2037
 TG2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ8909630550(NAD 83)
 TG2037_MARKER: Z = SEE DESCRIPTION
 TG2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2037+STABILITY: SURFACE MOTION
 TG2037
 TG2037  HISTORY     - Date     Condition        Report By
 TG2037  HISTORY     - 1910     MONUMENTED       IBC
 TG2037  HISTORY     - 1975     GOOD             IBC
 TG2037
 TG2037                          STATION DESCRIPTION
 TG2037
 TG2037'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2037'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2037'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2037'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2037'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2037'
 TG2037'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2037'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2037'---OCTOBER 20, 1818---.
 TG2037'
 TG2037'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2037'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2037'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2037'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2037'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2037'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2037'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2037'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2037'
 TG2037'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2037'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2037'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2037'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2037'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2037'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2037'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2037'AND---CANADA---ON THE WEST SIDE.
 TG2037'
 TG2037'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2037'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2037'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2037'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2037'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2037
 TG2037                          STATION RECOVERY (1975)
 TG2037
 TG2037'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1931 ***********************************************************************
 TG1931  DESIGNATION -  BOUNDARY MON 635 CD US
 TG1931  PID         -  TG1931
 TG1931  STATE/COUNTY-  ND/BURKE
 TG1931  USGS QUAD   -  FLAXTON (1947)
 TG1931
 TG1931                         *CURRENT SURVEY CONTROL
 TG1931  ___________________________________________________________________
 TG1931* NAD 83(1996)-  48 59 55.91272(N)    102 22 39.04333(W)     ADJUSTED  
 TG1931* NAVD 88     -       579.1    (meters)    1900.     (feet)  VERTCON   
 TG1931  ___________________________________________________________________
 TG1931  X           -    -898,755.855 (meters)                     COMP
 TG1931  Y           -  -4,095,439.750 (meters)                     COMP
 TG1931  Z           -   4,790,898.307 (meters)                     COMP
 TG1931  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 TG1931  ELLIP HEIGHT-         559.69  (meters)          (01/23/98) GPS OBS
 TG1931  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TG1931
 TG1931  HORZ ORDER  -  FIRST
 TG1931  ELLP ORDER  -  FOURTH    CLASS I
 TG1931
 TG1931.The horizontal coordinates were established by GPS observations
 TG1931.and adjusted by the National Geodetic Survey in January 1998..
 TG1931
 TG1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1931
 TG1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1931
 TG1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1931
 TG1931.The ellipsoidal height was determined by GPS observations
 TG1931.and is referenced to NAD 83.
 TG1931
 TG1931.The geoid height was determined by GEOID03.
 TG1931
 TG1931;                    North         East     Units Scale Factor Converg.
 TG1931;SPC ND N     -   223,926.598   462,620.844   MT  1.00006352   -1 23 49.6
 TG1931;SPC ND N     -   734,667.32  1,517,784.92   iFT  1.00006352   -1 23 49.6
 TG1931;UTM  13      - 5,430,643.530   691,810.493   MT  1.00005199   +1 58 47.2
 TG1931
 TG1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1931!SPC ND N     -   0.99991230  x   1.00006352  =   0.99997581
 TG1931!UTM  13      -   0.99991230  x   1.00005199  =   0.99996428
 TG1931
 TG1931:                Primary Azimuth Mark                     Grid Az
 TG1931:SPC ND N     -  KLITZKE                                  214 06 26.1
 TG1931:UTM  13      -  KLITZKE                                  210 43 49.3
 TG1931
 TG1931|---------------------------------------------------------------------|
 TG1931| PID    Reference Object                     Distance      Geod. Az  |
 TG1931|                                                           dddmmss.s |
 TG1931| TG1972 KLITZKE                             APPROX. 3.9 KM 2124236.5 |
 TG1931|---------------------------------------------------------------------|
 TG1931
 TG1931                          SUPERSEDED SURVEY CONTROL
 TG1931
 TG1931  NAD 83(1986)-  48 59 55.91059(N)    102 22 39.04144(W) AD(       ) 1
 TG1931  NGVD 29 (08/25/89)  578.7    (m)         1899.     (f) GPS OBS        
 TG1931
 TG1931.Superseded values are not recommended for survey control.
 TG1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1931.See file dsdata.txt to determine how the superseded data were derived.
 TG1931
 TG1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9181030644(NAD 83)
 TG1931_MARKER: DU = BOUNDARY MARKER
 TG1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1931_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG1931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1931+STABILITY: POSITION/ELEVATION WELL
 TG1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1931+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1988
 TG1931
 TG1931  HISTORY     - Date     Condition        Report By
 TG1931  HISTORY     - 1910     MONUMENTED       IBC
 TG1931  HISTORY     - 1910     GOOD             IBC
 TG1931  HISTORY     - 1966     GOOD             IBC
 TG1931  HISTORY     - 1975     GOOD             IBC
 TG1931  HISTORY     - 19880907 GOOD             NGS
 TG1931
 TG1931                          STATION DESCRIPTION
 TG1931
 TG1931'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1931'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1931'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1931'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1931'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1931'
 TG1931'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1931'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1931'---OCTOBER 20, 1818---.
 TG1931'
 TG1931'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1931'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1931'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1931'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1931'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1931'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1931'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1931'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1931'
 TG1931'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1931'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1931'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1931'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1931'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1931'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1931'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1931'AND---CANADA---ON THE WEST SIDE.
 TG1931'
 TG1931'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1931'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1931'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1931'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1931'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1931
 TG1931                          STATION RECOVERY (1910)
 TG1931
 TG1931'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TG1931'RECOVERED IN GOOD CONDITION.
 TG1931
 TG1931                          STATION RECOVERY (1966)
 TG1931
 TG1931'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TG1931'RECOVERED IN GOOD CONDITION.
 TG1931
 TG1931                          STATION RECOVERY (1975)
 TG1931
 TG1931'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1931'RECOVERED IN GOOD CONDITION.
 TG1931
 TG1931                          STATION RECOVERY (1988)
 TG1931
 TG1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1931'THE MONUMENT IS LOCATED ABOUT 14.48 KM (9.00 MI) EAST OF PORTAL, NORTH
 TG1931'DAKOTA - NORTH PORTAL, SASKATCHEWAN BORDER CROSSING, 11.67 KM
 TG1931'(7.25 MI) NORTH-NORTHEAST OF FLAXTON AND ABOUT 7.64 KM (4.75 MI) WEST
 TG1931'OF THE NORTHGATE, NORTH DAKOTA - NORTHGATE, SASKATCHEWAN BORDER
 TG1931'CROSSING.
 TG1931'TO REACH THE MONUMENT FROM THE U.S. AND CANADIAN CUSTOMS AT THE
 TG1931'NORTHGATE - NORTHGATE BORDER CROSSING, GO WEST ON A GRAVEL ROAD ON
 TG1931'THE CANADIAN SIDE OF THE BOUNDARY FOR 7.56 KM (4.70 MI) TO THE
 TG1931'MONUMENT ON THE LEFT, 14.78 M (48.5 FT) SOUTH OF THE APPROXIMATE
 TG1931'CENTER OF THE GRAVEL ROAD.
 TG1931'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TG1931'(5.0 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TG1931'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TG1931'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TG1931'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE, AND
 TG1931'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --635-- IS DRILLED NEAR THE
 TG1931'TOP OF THE EAST SIDE OF THE OBELISK.
 TG1931'THE POINT POSITIONED BY GPS IS THE APEX OF THE OBELISK.
 TG1931'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2038 ***********************************************************************
 TG2038  DESIGNATION -  BOUNDARY MON 636 CD US
 TG2038  PID         -  TG2038
 TG2038  STATE/COUNTY-  ND/BURKE
 TG2038  USGS QUAD   -  NORTHGATE (1949)
 TG2038
 TG2038                         *CURRENT SURVEY CONTROL
 TG2038  ___________________________________________________________________
 TG2038* NAD 83(1996)-  48 59 55.93072(N)    102 20 51.87887(W)     ADJUSTED  
 TG2038* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 TG2038  ___________________________________________________________________
 TG2038  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 TG2038  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TG2038
 TG2038  HORZ ORDER  -  THIRD
 TG2038
 TG2038.The horizontal coordinates were established by classical geodetic methods
 TG2038.and adjusted by the National Geodetic Survey in January 1998..
 TG2038
 TG2038.The orthometric height was scaled from a topographic map.
 TG2038
 TG2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2038
 TG2038.The geoid height was determined by GEOID03.
 TG2038
 TG2038;                    North         East     Units Scale Factor Converg.
 TG2038;SPC ND N     -   223,874.462   464,798.579   MT  1.00006352   -1 22 29.9
 TG2038;SPC ND N     -   734,496.27  1,524,929.72   iFT  1.00006352   -1 22 29.9
 TG2038;UTM  13      - 5,430,719.768   693,987.503   MT  1.00006231   +2 00 08.2
 TG2038
 TG2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2038!SPC ND N     -   0.99991322  x   1.00006352  =   0.99997674
 TG2038!UTM  13      -   0.99991322  x   1.00006231  =   0.99997553
 TG2038
 TG2038:                Primary Azimuth Mark                     Grid Az
 TG2038:SPC ND N     -  BOUNDARY MON 635 CD US                   271 22 17.7
 TG2038:UTM  13      -  BOUNDARY MON 635 CD US                   267 59 39.6
 TG2038
 TG2038|---------------------------------------------------------------------|
 TG2038| PID    Reference Object                     Distance      Geod. Az  |
 TG2038|                                                           dddmmss.s |
 TG2038| TG1931 BOUNDARY MON 635 CD US              APPROX. 2.2 KM 2695947.8 |
 TG2038|---------------------------------------------------------------------|
 TG2038
 TG2038                          SUPERSEDED SURVEY CONTROL
 TG2038
 TG2038  NAD 83(1986)-  48 59 55.92855(N)    102 20 51.87525(W) AD(       ) 3
 TG2038
 TG2038.Superseded values are not recommended for survey control.
 TG2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2038.See file dsdata.txt to determine how the superseded data were derived.
 TG2038
 TG2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9398830720(NAD 83)
 TG2038_MARKER: Z = SEE DESCRIPTION
 TG2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2038+STABILITY: SURFACE MOTION
 TG2038
 TG2038  HISTORY     - Date     Condition        Report By
 TG2038  HISTORY     - 1910     MONUMENTED       IBC
 TG2038  HISTORY     - 1966     GOOD             IBC
 TG2038  HISTORY     - 1975     GOOD             IBC
 TG2038
 TG2038                          STATION DESCRIPTION
 TG2038
 TG2038'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2038'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2038'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2038'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2038'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2038'
 TG2038'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2038'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2038'---OCTOBER 20, 1818---.
 TG2038'
 TG2038'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2038'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2038'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2038'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2038'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2038'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2038'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2038'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2038'
 TG2038'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2038'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2038'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2038'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2038'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2038'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2038'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2038'AND---CANADA---ON THE WEST SIDE.
 TG2038'
 TG2038'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2038'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2038'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2038'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2038'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2038
 TG2038                          STATION RECOVERY (1966)
 TG2038
 TG2038'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TG2038'RECOVERED IN GOOD CONDITION.
 TG2038
 TG2038                          STATION RECOVERY (1975)
 TG2038
 TG2038'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2039 ***********************************************************************
 TG2039  DESIGNATION -  BOUNDARY MON 637 CD US
 TG2039  PID         -  TG2039
 TG2039  STATE/COUNTY-  ND/BURKE
 TG2039  USGS QUAD   -  NORTHGATE (1949)
 TG2039
 TG2039                         *CURRENT SURVEY CONTROL
 TG2039  ___________________________________________________________________
 TG2039* NAD 83(1996)-  48 59 55.95491(N)    102 18 53.14763(W)     ADJUSTED  
 TG2039* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 TG2039  ___________________________________________________________________
 TG2039  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 TG2039  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TG2039
 TG2039  HORZ ORDER  -  THIRD
 TG2039
 TG2039.The horizontal coordinates were established by classical geodetic methods
 TG2039.and adjusted by the National Geodetic Survey in January 1998..
 TG2039
 TG2039.The orthometric height was scaled from a topographic map.
 TG2039
 TG2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2039
 TG2039.The geoid height was determined by GEOID03.
 TG2039
 TG2039;                    North         East     Units Scale Factor Converg.
 TG2039;SPC ND N     -   223,817.814   467,211.393   MT  1.00006352   -1 21 01.5
 TG2039;SPC ND N     -   734,310.41  1,532,845.78   iFT  1.00006352   -1 21 01.5
 TG2039;UTM  13      - 5,430,805.364   696,399.475   MT  1.00007388   +2 01 37.9
 TG2039
 TG2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2039!SPC ND N     -   0.99991245  x   1.00006352  =   0.99997596
 TG2039!UTM  13      -   0.99991245  x   1.00007388  =   0.99998632
 TG2039
 TG2039:                Primary Azimuth Mark                     Grid Az
 TG2039:SPC ND N     -  BOUNDARY MON 635 CD US                   271 21 28.2
 TG2039:UTM  13      -  BOUNDARY MON 635 CD US                   267 58 48.8
 TG2039
 TG2039|---------------------------------------------------------------------|
 TG2039| PID    Reference Object                     Distance      Geod. Az  |
 TG2039|                                                           dddmmss.s |
 TG2039| TG1931 BOUNDARY MON 635 CD US              APPROX. 4.6 KM 2700026.7 |
 TG2039|---------------------------------------------------------------------|
 TG2039
 TG2039                          SUPERSEDED SURVEY CONTROL
 TG2039
 TG2039  NAD 83(1986)-  48 59 55.95200(N)    102 18 53.14221(W) AD(       ) 3
 TG2039
 TG2039.Superseded values are not recommended for survey control.
 TG2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2039.See file dsdata.txt to determine how the superseded data were derived.
 TG2039
 TG2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9639930805(NAD 83)
 TG2039_MARKER: Z = SEE DESCRIPTION
 TG2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2039+STABILITY: SURFACE MOTION
 TG2039
 TG2039  HISTORY     - Date     Condition        Report By
 TG2039  HISTORY     - 1910     MONUMENTED       IBC
 TG2039  HISTORY     - 1966     GOOD             IBC
 TG2039  HISTORY     - 1975     GOOD             IBC
 TG2039
 TG2039                          STATION DESCRIPTION
 TG2039
 TG2039'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2039'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2039'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2039'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2039'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2039'
 TG2039'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2039'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2039'---OCTOBER 20, 1818---.
 TG2039'
 TG2039'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2039'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2039'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2039'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2039'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2039'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2039'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2039'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2039'
 TG2039'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2039'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2039'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2039'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2039'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2039'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2039'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2039'AND---CANADA---ON THE WEST SIDE.
 TG2039'
 TG2039'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2039'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2039'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2039'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2039'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2039
 TG2039                          STATION RECOVERY (1966)
 TG2039
 TG2039'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TG2039'RECOVERED IN GOOD CONDITION.
 TG2039
 TG2039                          STATION RECOVERY (1975)
 TG2039
 TG2039'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2042 ***********************************************************************
 TG2042  DESIGNATION -  BOUNDARY MON 638 A 66
 TG2042  PID         -  TG2042
 TG2042  STATE/COUNTY-  ND/BURKE
 TG2042  USGS QUAD   -  NORTHGATE (1949)
 TG2042
 TG2042                         *CURRENT SURVEY CONTROL
 TG2042  ___________________________________________________________________
 TG2042* NAD 83(1996)-  48 59 55.97712(N)    102 16 31.94039(W)     ADJUSTED  
 TG2042* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 TG2042  ___________________________________________________________________
 TG2042  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TG2042  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 TG2042
 TG2042  HORZ ORDER  -  THIRD
 TG2042
 TG2042.The horizontal coordinates were established by classical geodetic methods
 TG2042.and adjusted by the National Geodetic Survey in January 1998..
 TG2042
 TG2042.The orthometric height was scaled from a topographic map.
 TG2042
 TG2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2042
 TG2042.The geoid height was determined by GEOID03.
 TG2042
 TG2042;                    North         East     Units Scale Factor Converg.
 TG2042;SPC ND N     -   223,751.585   470,080.983   MT  1.00006352   -1 19 16.5
 TG2042;SPC ND N     -   734,093.13  1,542,260.44   iFT  1.00006352   -1 19 16.5
 TG2042;UTM  13      - 5,430,908.328   699,268.032   MT  1.00008782   +2 03 24.5
 TG2042
 TG2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2042!SPC ND N     -   0.99991481  x   1.00006352  =   0.99997832
 TG2042!UTM  13      -   0.99991481  x   1.00008782  =   1.00000262
 TG2042
 TG2042|---------------------------------------------------------------------|
 TG2042| PID    Reference Object                     Distance      Geod. Az  |
 TG2042|                                                           dddmmss.s |
 TG2042| TG2044 BOUNDARY MON 638 B 66                59.126 METERS 08958     |
 TG2042| TG2040 BOUNDARY MON 638 CD US              383.146 METERS 26958     |
 TG2042|---------------------------------------------------------------------|
 TG2042
 TG2042                          SUPERSEDED SURVEY CONTROL
 TG2042
 TG2042  NAD 83(1986)-  48 59 55.97322(N)    102 16 31.93282(W) AD(       ) 3
 TG2042
 TG2042.Superseded values are not recommended for survey control.
 TG2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2042.See file dsdata.txt to determine how the superseded data were derived.
 TG2042
 TG2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9926830908(NAD 83)
 TG2042_MARKER: U = CONCRETE POST
 TG2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2042+STABILITY: SURFACE MOTION
 TG2042
 TG2042  HISTORY     - Date     Condition        Report By
 TG2042  HISTORY     - 1966     MONUMENTED       IBC
 TG2042  HISTORY     - 1975     GOOD             IBC
 TG2042
 TG2042                          STATION DESCRIPTION
 TG2042
 TG2042'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TG2042'MONUMENTS 638-A AND 638-B WERE MOVED TO THE NEW CROSSING ON
 TG2042'SASKATCHEWAN HIGHWAY NO 9.  THE ROAD WAS RELOCATED WEST OF THE OLD
 TG2042'ONE.
 TG2042
 TG2042                          STATION RECOVERY (1975)
 TG2042
 TG2042'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2044 ***********************************************************************
 TG2044  DESIGNATION -  BOUNDARY MON 638 B 66
 TG2044  PID         -  TG2044
 TG2044  STATE/COUNTY-  ND/BURKE
 TG2044  USGS QUAD   -  NORTHGATE (1949)
 TG2044
 TG2044                         *CURRENT SURVEY CONTROL
 TG2044  ___________________________________________________________________
 TG2044* NAD 83(1996)-  48 59 55.97803(N)    102 16 29.03152(W)     ADJUSTED  
 TG2044* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 TG2044  ___________________________________________________________________
 TG2044  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 TG2044  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 TG2044
 TG2044  HORZ ORDER  -  THIRD
 TG2044
 TG2044.The horizontal coordinates were established by classical geodetic methods
 TG2044.and adjusted by the National Geodetic Survey in January 1998..
 TG2044
 TG2044.The orthometric height was scaled from a topographic map.
 TG2044
 TG2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2044
 TG2044.The geoid height was determined by GEOID03.
 TG2044
 TG2044;                    North         East     Units Scale Factor Converg.
 TG2044;SPC ND N     -   223,750.250   470,140.098   MT  1.00006352   -1 19 14.3
 TG2044;SPC ND N     -   734,088.75  1,542,454.39   iFT  1.00006352   -1 19 14.3
 TG2044;UTM  13      - 5,430,910.479   699,327.124   MT  1.00008811   +2 03 26.7
 TG2044
 TG2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2044!SPC ND N     -   0.99991481  x   1.00006352  =   0.99997832
 TG2044!UTM  13      -   0.99991481  x   1.00008811  =   1.00000291
 TG2044
 TG2044|---------------------------------------------------------------------|
 TG2044| PID    Reference Object                     Distance      Geod. Az  |
 TG2044|                                                           dddmmss.s |
 TG2044| TG2042 BOUNDARY MON 638 A 66                59.126 METERS 26958     |
 TG2044|---------------------------------------------------------------------|
 TG2044
 TG2044                          SUPERSEDED SURVEY CONTROL
 TG2044
 TG2044  NAD 83(1986)-  48 59 55.97411(N)    102 16 29.02389(W) AD(       ) 3
 TG2044
 TG2044.Superseded values are not recommended for survey control.
 TG2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2044.See file dsdata.txt to determine how the superseded data were derived.
 TG2044
 TG2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9932730910(NAD 83)
 TG2044_MARKER: U = CONCRETE POST
 TG2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2044+STABILITY: SURFACE MOTION
 TG2044
 TG2044  HISTORY     - Date     Condition        Report By
 TG2044  HISTORY     - 1966     MONUMENTED       IBC
 TG2044  HISTORY     - 1971     GOOD             IBC
 TG2044  HISTORY     - 1975     GOOD             IBC
 TG2044
 TG2044                          STATION DESCRIPTION
 TG2044
 TG2044'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TG2044'MONUMENTS 638-A AND 638-B WERE MOVED TO THE NEW CROSSING ON
 TG2044'SASKATCHEWAN HIGHWAY NO 9.  THE ROAD WAS RELOCATED WEST OF THE OLD
 TG2044'ONE.
 TG2044
 TG2044                          STATION RECOVERY (1971)
 TG2044
 TG2044'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TG2044'RECOVERED IN GOOD CONDITION.
 TG2044
 TG2044                          STATION RECOVERY (1975)
 TG2044
 TG2044'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2040 ***********************************************************************
 TG2040  DESIGNATION -  BOUNDARY MON 638 CD US
 TG2040  PID         -  TG2040
 TG2040  STATE/COUNTY-  ND/BURKE
 TG2040  USGS QUAD   -  NORTHGATE (1949)
 TG2040
 TG2040                         *CURRENT SURVEY CONTROL
 TG2040  ___________________________________________________________________
 TG2040* NAD 83(1996)-  48 59 55.97065(N)    102 16 50.79047(W)     ADJUSTED  
 TG2040* NAVD 88     -       567.     (meters)    1860.     (feet)  SCALED    
 TG2040  ___________________________________________________________________
 TG2040  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 TG2040  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TG2040
 TG2040  HORZ ORDER  -  THIRD
 TG2040
 TG2040.The horizontal coordinates were established by classical geodetic methods
 TG2040.and adjusted by the National Geodetic Survey in January 1998..
 TG2040
 TG2040.The orthometric height was scaled from a topographic map.
 TG2040
 TG2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2040
 TG2040.The geoid height was determined by GEOID03.
 TG2040
 TG2040;                    North         East     Units Scale Factor Converg.
 TG2040;SPC ND N     -   223,760.233   469,697.911   MT  1.00006352   -1 19 30.5
 TG2040;SPC ND N     -   734,121.50  1,541,003.65   iFT  1.00006352   -1 19 30.5
 TG2040;UTM  13      - 5,430,894.389   698,885.106   MT  1.00008595   +2 03 10.3
 TG2040
 TG2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2040!SPC ND N     -   0.99991418  x   1.00006352  =   0.99997769
 TG2040!UTM  13      -   0.99991418  x   1.00008595  =   1.00000012
 TG2040
 TG2040|---------------------------------------------------------------------|
 TG2040| PID    Reference Object                     Distance      Geod. Az  |
 TG2040|                                                           dddmmss.s |
 TG2040| TG2042 BOUNDARY MON 638 A 66               383.146 METERS 08958     |
 TG2040| TG2045 BOUNDARY MON 639 CD US              APPROX. 2.6 KM 0895807.2 |
 TG2040|---------------------------------------------------------------------|
 TG2040
 TG2040                          SUPERSEDED SURVEY CONTROL
 TG2040
 TG2040  NAD 83(1986)-  48 59 55.96690(N)    102 16 50.78340(W) AD(       ) 3
 TG2040
 TG2040.Superseded values are not recommended for survey control.
 TG2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2040.See file dsdata.txt to determine how the superseded data were derived.
 TG2040
 TG2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9888530894(NAD 83)
 TG2040_MARKER: Z = SEE DESCRIPTION
 TG2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2040_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2040+STABILITY: SURFACE MOTION
 TG2040
 TG2040  HISTORY     - Date     Condition        Report By
 TG2040  HISTORY     - 1910     MONUMENTED       IBC
 TG2040  HISTORY     - 1966     GOOD             IBC
 TG2040  HISTORY     - 1975     GOOD             IBC
 TG2040
 TG2040                          STATION DESCRIPTION
 TG2040
 TG2040'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2040'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2040'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2040'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2040'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2040'
 TG2040'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2040'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2040'---OCTOBER 20, 1818---.
 TG2040'
 TG2040'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2040'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2040'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2040'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2040'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2040'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2040'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2040'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2040'
 TG2040'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2040'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2040'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2040'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2040'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2040'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2040'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2040'AND---CANADA---ON THE WEST SIDE.
 TG2040'
 TG2040'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2040'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2040'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2040'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2040'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2040
 TG2040                          STATION RECOVERY (1966)
 TG2040
 TG2040'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TG2040'RECOVERED IN GOOD CONDITION.
 TG2040
 TG2040                          STATION RECOVERY (1975)
 TG2040
 TG2040'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2045 ***********************************************************************
 TG2045  DESIGNATION -  BOUNDARY MON 639 CD US
 TG2045  PID         -  TG2045
 TG2045  STATE/COUNTY-  ND/BURKE
 TG2045  USGS QUAD   -  BOWBELLS NW (1947)
 TG2045
 TG2045                         *CURRENT SURVEY CONTROL
 TG2045  ___________________________________________________________________
 TG2045* NAD 83(1996)-  48 59 55.99696(N)    102 14 43.03692(W)     ADJUSTED  
 TG2045* NAVD 88     -       559.     (meters)    1834.     (feet)  SCALED    
 TG2045  ___________________________________________________________________
 TG2045  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 TG2045  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 TG2045
 TG2045  HORZ ORDER  -  THIRD
 TG2045
 TG2045.The horizontal coordinates were established by classical geodetic methods
 TG2045.and adjusted by the National Geodetic Survey in January 1998..
 TG2045
 TG2045.The orthometric height was scaled from a topographic map.
 TG2045
 TG2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2045
 TG2045.The geoid height was determined by GEOID03.
 TG2045
 TG2045;                    North         East     Units Scale Factor Converg.
 TG2045;SPC ND N     -   223,701.589   472,294.126   MT  1.00006352   -1 17 55.4
 TG2045;SPC ND N     -   733,929.10  1,549,521.41   iFT  1.00006352   -1 17 55.4
 TG2045;UTM  13      - 5,430,988.836   701,480.341   MT  1.00009872   +2 04 46.8
 TG2045
 TG2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2045!SPC ND N     -   0.99991544  x   1.00006352  =   0.99997896
 TG2045!UTM  13      -   0.99991544  x   1.00009872  =   1.00001416
 TG2045
 TG2045:                Primary Azimuth Mark                     Grid Az
 TG2045:SPC ND N     -  BOUNDARY MON 637 CD US                   271 18 37.1
 TG2045:UTM  13      -  BOUNDARY MON 637 CD US                   267 55 54.9
 TG2045
 TG2045|---------------------------------------------------------------------|
 TG2045| PID    Reference Object                     Distance      Geod. Az  |
 TG2045|                                                           dddmmss.s |
 TG2045| TG2039 BOUNDARY MON 637 CD US              APPROX. 5.1 KM 2700041.7 |
 TG2045|---------------------------------------------------------------------|
 TG2045
 TG2045                          SUPERSEDED SURVEY CONTROL
 TG2045
 TG2045  NAD 83(1986)-  48 59 55.99217(N)    102 14 43.02874(W) AD(       ) 3
 TG2045
 TG2045.Superseded values are not recommended for survey control.
 TG2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2045.See file dsdata.txt to determine how the superseded data were derived.
 TG2045
 TG2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0148030989(NAD 83)
 TG2045_MARKER: Z = SEE DESCRIPTION
 TG2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2045_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2045+STABILITY: SURFACE MOTION
 TG2045
 TG2045  HISTORY     - Date     Condition        Report By
 TG2045  HISTORY     - 1910     MONUMENTED       IBC
 TG2045  HISTORY     - 1975     GOOD             IBC
 TG2045
 TG2045                          STATION DESCRIPTION
 TG2045
 TG2045'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2045'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2045'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2045'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2045'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2045'
 TG2045'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2045'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2045'---OCTOBER 20, 1818---.
 TG2045'
 TG2045'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2045'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2045'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2045'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2045'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2045'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2045'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2045'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2045'
 TG2045'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2045'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2045'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2045'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2045'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2045'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2045'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2045'AND---CANADA---ON THE WEST SIDE.
 TG2045'
 TG2045'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2045'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2045'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2045'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2045'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2045
 TG2045                          STATION RECOVERY (1975)
 TG2045
 TG2045'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2046 ***********************************************************************
 TG2046  DESIGNATION -  BOUNDARY MON 640 CD US
 TG2046  PID         -  TG2046
 TG2046  STATE/COUNTY-  ND/BURKE
 TG2046  USGS QUAD   -  BOWBELLS NW (1947)
 TG2046
 TG2046                         *CURRENT SURVEY CONTROL
 TG2046  ___________________________________________________________________
 TG2046* NAD 83(1996)-  48 59 56.01045(N)    102 13 08.71351(W)     ADJUSTED  
 TG2046* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 TG2046  ___________________________________________________________________
 TG2046  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 TG2046  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TG2046
 TG2046  HORZ ORDER  -  THIRD
 TG2046
 TG2046.The horizontal coordinates were established by classical geodetic methods
 TG2046.and adjusted by the National Geodetic Survey in January 1998..
 TG2046
 TG2046.The orthometric height was scaled from a topographic map.
 TG2046
 TG2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2046
 TG2046.The geoid height was determined by GEOID03.
 TG2046
 TG2046;                    North         East     Units Scale Factor Converg.
 TG2046;SPC ND N     -   223,658.875   474,210.985   MT  1.00006352   -1 16 45.2
 TG2046;SPC ND N     -   733,788.96  1,555,810.32   iFT  1.00006352   -1 16 45.2
 TG2046;UTM  13      - 5,431,059.164   703,396.462   MT  1.00010825   +2 05 58.1
 TG2046
 TG2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2046!SPC ND N     -   0.99991592  x   1.00006352  =   0.99997944
 TG2046!UTM  13      -   0.99991592  x   1.00010825  =   1.00002416
 TG2046
 TG2046:                Primary Azimuth Mark                     Grid Az
 TG2046:SPC ND N     -  BOUNDARY MON 639 CD US                   271 16 36.0
 TG2046:UTM  13      -  BOUNDARY MON 639 CD US                   267 53 52.7
 TG2046
 TG2046|---------------------------------------------------------------------|
 TG2046| PID    Reference Object                     Distance      Geod. Az  |
 TG2046|                                                           dddmmss.s |
 TG2046| TG2045 BOUNDARY MON 639 CD US              APPROX. 1.9 KM 2695950.8 |
 TG2046|---------------------------------------------------------------------|
 TG2046
 TG2046                          SUPERSEDED SURVEY CONTROL
 TG2046
 TG2046  NAD 83(1986)-  48 59 56.00516(N)    102 13 08.70422(W) AD(       ) 3
 TG2046
 TG2046.Superseded values are not recommended for survey control.
 TG2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2046.See file dsdata.txt to determine how the superseded data were derived.
 TG2046
 TG2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0339631059(NAD 83)
 TG2046_MARKER: Z = SEE DESCRIPTION
 TG2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2046_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2046+STABILITY: SURFACE MOTION
 TG2046
 TG2046  HISTORY     - Date     Condition        Report By
 TG2046  HISTORY     - 1910     MONUMENTED       IBC
 TG2046  HISTORY     - 1975     GOOD             IBC
 TG2046
 TG2046                          STATION DESCRIPTION
 TG2046
 TG2046'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2046'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2046'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2046'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2046'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2046'
 TG2046'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2046'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2046'---OCTOBER 20, 1818---.
 TG2046'
 TG2046'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2046'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2046'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2046'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2046'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2046'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2046'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2046'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2046'
 TG2046'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2046'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2046'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2046'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2046'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2046'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2046'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2046'AND---CANADA---ON THE WEST SIDE.
 TG2046'
 TG2046'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2046'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2046'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2046'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2046'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2046
 TG2046                          STATION RECOVERY (1975)
 TG2046
 TG2046'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2047 ***********************************************************************
 TG2047  DESIGNATION -  BOUNDARY MON 641 CD US
 TG2047  PID         -  TG2047
 TG2047  STATE/COUNTY-  ND/BURKE
 TG2047  USGS QUAD   -  BOWBELLS NW (1947)
 TG2047
 TG2047                         *CURRENT SURVEY CONTROL
 TG2047  ___________________________________________________________________
 TG2047* NAD 83(1996)-  48 59 56.01846(N)    102 12 30.06788(W)     ADJUSTED  
 TG2047* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 TG2047  ___________________________________________________________________
 TG2047  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TG2047  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 TG2047
 TG2047  HORZ ORDER  -  THIRD
 TG2047
 TG2047.The horizontal coordinates were established by classical geodetic methods
 TG2047.and adjusted by the National Geodetic Survey in January 1998..
 TG2047
 TG2047.The orthometric height was scaled from a topographic map.
 TG2047
 TG2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2047
 TG2047.The geoid height was determined by GEOID03.
 TG2047
 TG2047;                    North         East     Units Scale Factor Converg.
 TG2047;SPC ND N     -   223,641.639   474,996.355   MT  1.00006352   -1 16 16.5
 TG2047;SPC ND N     -   733,732.41  1,558,386.99   iFT  1.00006352   -1 16 16.5
 TG2047;UTM  13      - 5,431,088.247   704,181.519   MT  1.00011218   +2 06 27.3
 TG2047
 TG2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2047!SPC ND N     -   0.99991577  x   1.00006352  =   0.99997928
 TG2047!UTM  13      -   0.99991577  x   1.00011218  =   1.00002794
 TG2047
 TG2047:                Primary Azimuth Mark                     Grid Az
 TG2047:SPC ND N     -  BOUNDARY MON 640 CD US                   271 15 26.1
 TG2047:UTM  13      -  BOUNDARY MON 640 CD US                   267 52 42.3
 TG2047
 TG2047|---------------------------------------------------------------------|
 TG2047| PID    Reference Object                     Distance      Geod. Az  |
 TG2047|                                                           dddmmss.s |
 TG2047| TG2046 BOUNDARY MON 640 CD US              APPROX. 0.8 KM 2695909.6 |
 TG2047|---------------------------------------------------------------------|
 TG2047
 TG2047                          SUPERSEDED SURVEY CONTROL
 TG2047
 TG2047  NAD 83(1986)-  48 59 56.01321(N)    102 12 30.05755(W) AD(       ) 3
 TG2047
 TG2047.Superseded values are not recommended for survey control.
 TG2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2047.See file dsdata.txt to determine how the superseded data were derived.
 TG2047
 TG2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0418231088(NAD 83)
 TG2047_MARKER: Z = SEE DESCRIPTION
 TG2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2047+STABILITY: SURFACE MOTION
 TG2047
 TG2047  HISTORY     - Date     Condition        Report By
 TG2047  HISTORY     - 1910     MONUMENTED       IBC
 TG2047  HISTORY     - 1975     GOOD             IBC
 TG2047
 TG2047                          STATION DESCRIPTION
 TG2047
 TG2047'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2047'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2047'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2047'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2047'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2047'
 TG2047'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2047'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2047'---OCTOBER 20, 1818---.
 TG2047'
 TG2047'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2047'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2047'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2047'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2047'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2047'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2047'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2047'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2047'
 TG2047'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2047'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2047'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2047'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2047'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2047'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2047'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2047'AND---CANADA---ON THE WEST SIDE.
 TG2047'
 TG2047'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2047'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2047'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2047'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2047'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2047
 TG2047                          STATION RECOVERY (1975)
 TG2047
 TG2047'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2048 ***********************************************************************
 TG2048  DESIGNATION -  BOUNDARY MON 642 CD US
 TG2048  PID         -  TG2048
 TG2048  STATE/COUNTY-  ND/BURKE
 TG2048  USGS QUAD   -  BOWBELLS NW (1947)
 TG2048
 TG2048                         *CURRENT SURVEY CONTROL
 TG2048  ___________________________________________________________________
 TG2048* NAD 83(1996)-  48 59 56.03817(N)    102 10 50.48023(W)     ADJUSTED  
 TG2048* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 TG2048  ___________________________________________________________________
 TG2048  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 TG2048  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 TG2048
 TG2048  HORZ ORDER  -  THIRD
 TG2048
 TG2048.The horizontal coordinates were established by classical geodetic methods
 TG2048.and adjusted by the National Geodetic Survey in January 1998..
 TG2048
 TG2048.The orthometric height was scaled from a topographic map.
 TG2048
 TG2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2048
 TG2048.The geoid height was determined by GEOID03.
 TG2048
 TG2048;                    North         East     Units Scale Factor Converg.
 TG2048;SPC ND N     -   223,597.701   477,020.220   MT  1.00006353   -1 15 02.4
 TG2048;SPC ND N     -   733,588.26  1,565,026.97   iFT  1.00006353   -1 15 02.4
 TG2048;UTM  13      - 5,431,163.675   706,204.564   MT  1.00012238   +2 07 42.5
 TG2048
 TG2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2048!SPC ND N     -   0.99991468  x   1.00006353  =   0.99997820
 TG2048!UTM  13      -   0.99991468  x   1.00012238  =   1.00003705
 TG2048
 TG2048:                Primary Azimuth Mark                     Grid Az
 TG2048:SPC ND N     -  MINOT                                    125 37 14.3
 TG2048:UTM  13      -  MINOT                                    122 14 29.4
 TG2048
 TG2048|---------------------------------------------------------------------|
 TG2048| PID    Reference Object                     Distance      Geod. Az  |
 TG2048|                                                           dddmmss.s |
 TG2048| TG1976 MINOT                               APPROX. 3.6 KM 1242211.9 |
 TG2048|---------------------------------------------------------------------|
 TG2048
 TG2048                          SUPERSEDED SURVEY CONTROL
 TG2048
 TG2048  NAD 83(1986)-  48 59 56.03347(N)    102 10 50.46879(W) AD(       ) 3
 TG2048
 TG2048.Superseded values are not recommended for survey control.
 TG2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2048.See file dsdata.txt to determine how the superseded data were derived.
 TG2048
 TG2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0620531164(NAD 83)
 TG2048_MARKER: Z = SEE DESCRIPTION
 TG2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2048+STABILITY: SURFACE MOTION
 TG2048
 TG2048  HISTORY     - Date     Condition        Report By
 TG2048  HISTORY     - 1910     MONUMENTED       IBC
 TG2048  HISTORY     - 1938     GOOD             IBC
 TG2048  HISTORY     - 1975     GOOD             IBC
 TG2048
 TG2048                          STATION DESCRIPTION
 TG2048
 TG2048'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2048'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2048'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2048'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2048'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2048'
 TG2048'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2048'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2048'---OCTOBER 20, 1818---.
 TG2048'
 TG2048'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2048'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2048'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2048'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2048'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2048'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2048'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2048'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2048'
 TG2048'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2048'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2048'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2048'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2048'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2048'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2048'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2048'AND---CANADA---ON THE WEST SIDE.
 TG2048'
 TG2048'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2048'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2048'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2048'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2048'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2048
 TG2048                          STATION RECOVERY (1938)
 TG2048
 TG2048'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TG2048'RECOVERED IN GOOD CONDITION.
 TG2048
 TG2048                          STATION RECOVERY (1975)
 TG2048
 TG2048'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2049 ***********************************************************************
 TG2049  DESIGNATION -  BOUNDARY MON 643 CD US
 TG2049  PID         -  TG2049
 TG2049  STATE/COUNTY-  ND/BURKE
 TG2049  USGS QUAD   -  BOWBELLS NW (1947)
 TG2049
 TG2049                         *CURRENT SURVEY CONTROL
 TG2049  ___________________________________________________________________
 TG2049* NAD 83(1996)-  48 59 56.06302(N)    102 08 48.78778(W)     ADJUSTED  
 TG2049* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 TG2049  ___________________________________________________________________
 TG2049  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 TG2049  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 TG2049
 TG2049  HORZ ORDER  -  THIRD
 TG2049
 TG2049.The horizontal coordinates were established by classical geodetic methods
 TG2049.and adjusted by the National Geodetic Survey in January 1998..
 TG2049
 TG2049.The orthometric height was scaled from a topographic map.
 TG2049
 TG2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2049
 TG2049.The geoid height was determined by GEOID03.
 TG2049
 TG2049;                    North         East     Units Scale Factor Converg.
 TG2049;SPC ND N     -   223,545.020   479,493.330   MT  1.00006353   -1 13 31.8
 TG2049;SPC ND N     -   733,415.42  1,573,140.85   iFT  1.00006353   -1 13 31.8
 TG2049;UTM  13      - 5,431,256.872   708,676.640   MT  1.00013498   +2 09 14.4
 TG2049
 TG2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2049!SPC ND N     -   0.99991469  x   1.00006353  =   0.99997821
 TG2049!UTM  13      -   0.99991469  x   1.00013498  =   1.00004966
 TG2049
 TG2049:                Primary Azimuth Mark                     Grid Az
 TG2049:SPC ND N     -  BOUNDARY MON 644 CD US                   091 11 50.5
 TG2049:UTM  13      -  BOUNDARY MON 644 CD US                   087 49 04.3
 TG2049
 TG2049|---------------------------------------------------------------------|
 TG2049| PID    Reference Object                     Distance      Geod. Az  |
 TG2049|                                                           dddmmss.s |
 TG2049| TG2050 BOUNDARY MON 644 CD US              APPROX. 2.5 KM 0895818.7 |
 TG2049|---------------------------------------------------------------------|
 TG2049
 TG2049                          SUPERSEDED SURVEY CONTROL
 TG2049
 TG2049  NAD 83(1986)-  48 59 56.05898(N)    102 08 48.77518(W) AD(       ) 3
 TG2049
 TG2049.Superseded values are not recommended for survey control.
 TG2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2049.See file dsdata.txt to determine how the superseded data were derived.
 TG2049
 TG2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0867731257(NAD 83)
 TG2049_MARKER: Z = SEE DESCRIPTION
 TG2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2049+STABILITY: SURFACE MOTION
 TG2049
 TG2049  HISTORY     - Date     Condition        Report By
 TG2049  HISTORY     - 1910     MONUMENTED       IBC
 TG2049  HISTORY     - 1975     GOOD             IBC
 TG2049
 TG2049                          STATION DESCRIPTION
 TG2049
 TG2049'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2049'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2049'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2049'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2049'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2049'
 TG2049'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2049'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2049'---OCTOBER 20, 1818---.
 TG2049'
 TG2049'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2049'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2049'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2049'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2049'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2049'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2049'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2049'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2049'
 TG2049'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2049'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2049'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2049'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2049'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2049'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2049'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2049'AND---CANADA---ON THE WEST SIDE.
 TG2049'
 TG2049'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2049'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2049'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2049'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2049'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2049
 TG2049                          STATION RECOVERY (1975)
 TG2049
 TG2049'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2050 ***********************************************************************
 TG2050  DESIGNATION -  BOUNDARY MON 644 CD US
 TG2050  PID         -  TG2050
 TG2050  STATE/COUNTY-  ND/BURKE
 TG2050  USGS QUAD   -  BOWBELLS NE (1949)
 TG2050
 TG2050                         *CURRENT SURVEY CONTROL
 TG2050  ___________________________________________________________________
 TG2050* NAD 83(1996)-  48 59 56.08452(N)    102 06 47.18388(W)     ADJUSTED  
 TG2050* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 TG2050  ___________________________________________________________________
 TG2050  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 TG2050  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 TG2050
 TG2050  HORZ ORDER  -  THIRD
 TG2050
 TG2050.The horizontal coordinates were established by classical geodetic methods
 TG2050.and adjusted by the National Geodetic Survey in January 1998..
 TG2050
 TG2050.The orthometric height was scaled from a topographic map.
 TG2050
 TG2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2050
 TG2050.The geoid height was determined by GEOID03.
 TG2050
 TG2050;                    North         East     Units Scale Factor Converg.
 TG2050;SPC ND N     -   223,493.359   481,964.661   MT  1.00006353   -1 12 01.3
 TG2050;SPC ND N     -   733,245.93  1,581,248.89   iFT  1.00006353   -1 12 01.3
 TG2050;UTM  13      - 5,431,351.000   711,146.911   MT  1.00014772   +2 10 46.3
 TG2050
 TG2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2050!SPC ND N     -   0.99991454  x   1.00006353  =   0.99997806
 TG2050!UTM  13      -   0.99991454  x   1.00014772  =   1.00006225
 TG2050
 TG2050:                Primary Azimuth Mark                     Grid Az
 TG2050:SPC ND N     -  BOUNDARY MON 646 CD US                   091 09 27.4
 TG2050:UTM  13      -  BOUNDARY MON 646 CD US                   087 46 39.8
 TG2050
 TG2050|---------------------------------------------------------------------|
 TG2050| PID    Reference Object                     Distance      Geod. Az  |
 TG2050|                                                           dddmmss.s |
 TG2050| TG1932 BOUNDARY MON 646 CD US              APPROX. 4.8 KM 0895726.1 |
 TG2050|---------------------------------------------------------------------|
 TG2050
 TG2050                          SUPERSEDED SURVEY CONTROL
 TG2050
 TG2050  NAD 83(1986)-  48 59 56.08095(N)    102 06 47.17010(W) AD(       ) 3
 TG2050
 TG2050.Superseded values are not recommended for survey control.
 TG2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2050.See file dsdata.txt to determine how the superseded data were derived.
 TG2050
 TG2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ1114731351(NAD 83)
 TG2050_MARKER: Z = SEE DESCRIPTION
 TG2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2050+STABILITY: SURFACE MOTION
 TG2050
 TG2050  HISTORY     - Date     Condition        Report By
 TG2050  HISTORY     - 1910     MONUMENTED       IBC
 TG2050  HISTORY     - 1975     GOOD             IBC
 TG2050
 TG2050                          STATION DESCRIPTION
 TG2050
 TG2050'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2050'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2050'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2050'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2050'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2050'
 TG2050'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2050'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2050'---OCTOBER 20, 1818---.
 TG2050'
 TG2050'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2050'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2050'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2050'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2050'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2050'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2050'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2050'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2050'
 TG2050'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2050'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2050'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2050'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2050'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2050'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2050'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2050'AND---CANADA---ON THE WEST SIDE.
 TG2050'
 TG2050'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2050'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2050'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2050'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2050'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2050
 TG2050                          STATION RECOVERY (1975)
 TG2050
 TG2050'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2051 ***********************************************************************
 TG2051  DESIGNATION -  BOUNDARY MON 645 CD US
 TG2051  PID         -  TG2051
 TG2051  STATE/COUNTY-  ND/BURKE
 TG2051  USGS QUAD   -  BOWBELLS NE (1949)
 TG2051
 TG2051                         *CURRENT SURVEY CONTROL
 TG2051  ___________________________________________________________________
 TG2051* NAD 83(1996)-  48 59 56.11087(N)    102 04 33.84124(W)     ADJUSTED  
 TG2051* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 TG2051  ___________________________________________________________________
 TG2051  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 TG2051  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 TG2051
 TG2051  HORZ ORDER  -  THIRD
 TG2051
 TG2051.The horizontal coordinates were established by classical geodetic methods
 TG2051.and adjusted by the National Geodetic Survey in January 1998..
 TG2051
 TG2051.The orthometric height was scaled from a topographic map.
 TG2051
 TG2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2051
 TG2051.The geoid height was determined by GEOID03.
 TG2051
 TG2051;                    North         East     Units Scale Factor Converg.
 TG2051;SPC ND N     -   223,438.043   484,674.583   MT  1.00006353   -1 10 22.1
 TG2051;SPC ND N     -   733,064.45  1,590,139.71   iFT  1.00006353   -1 10 22.1
 TG2051;UTM  13      - 5,431,455.567   713,855.627   MT  1.00016187   +2 12 27.1
 TG2051;UTM  14      - 5,431,895.608   275,018.780   MT  1.00022186   -2 19 20.9
 TG2051
 TG2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2051!SPC ND N     -   0.99991486  x   1.00006353  =   0.99997839
 TG2051!UTM  13      -   0.99991486  x   1.00016187  =   1.00007672
 TG2051!UTM  14      -   0.99991486  x   1.00022186  =   1.00013670
 TG2051
 TG2051:                Primary Azimuth Mark                     Grid Az
 TG2051:SPC ND N     -  BOUNDARY MON 646 CD US                   091 08 35.9
 TG2051:UTM  13      -  BOUNDARY MON 646 CD US                   087 45 46.7
 TG2051:UTM  14      -  BOUNDARY MON 646 CD US                   092 17 34.7
 TG2051
 TG2051|---------------------------------------------------------------------|
 TG2051| PID    Reference Object                     Distance      Geod. Az  |
 TG2051|                                                           dddmmss.s |
 TG2051| TG1932 BOUNDARY MON 646 CD US              APPROX. 2.1 KM 0895813.8 |
 TG2051|---------------------------------------------------------------------|
 TG2051
 TG2051                          SUPERSEDED SURVEY CONTROL
 TG2051
 TG2051  NAD 83(1986)-  48 59 56.10799(N)    102 04 33.82628(W) AD(       ) 3
 TG2051
 TG2051.Superseded values are not recommended for survey control.
 TG2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2051.See file dsdata.txt to determine how the superseded data were derived.
 TG2051
 TG2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ1385631456(NAD 83)
 TG2051_MARKER: Z = SEE DESCRIPTION
 TG2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2051+STABILITY: SURFACE MOTION
 TG2051
 TG2051  HISTORY     - Date     Condition        Report By
 TG2051  HISTORY     - 1910     MONUMENTED       IBC
 TG2051  HISTORY     - 1975     GOOD             IBC
 TG2051
 TG2051                          STATION DESCRIPTION
 TG2051
 TG2051'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2051'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2051'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2051'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2051'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2051'
 TG2051'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2051'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2051'---OCTOBER 20, 1818---.
 TG2051'
 TG2051'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2051'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2051'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2051'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2051'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2051'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2051'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2051'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2051'
 TG2051'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2051'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2051'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2051'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2051'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2051'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2051'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2051'AND---CANADA---ON THE WEST SIDE.
 TG2051'
 TG2051'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2051'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2051'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2051'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2051'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2051
 TG2051                          STATION RECOVERY (1975)
 TG2051
 TG2051'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1932 ***********************************************************************
 TG1932  DESIGNATION -  BOUNDARY MON 646 CD US
 TG1932  PID         -  TG1932
 TG1932  STATE/COUNTY-  ND/BURKE
 TG1932  USGS QUAD   -  BOWBELLS NE (1949)
 TG1932
 TG1932                         *CURRENT SURVEY CONTROL
 TG1932  ___________________________________________________________________
 TG1932* NAD 83(1996)-  48 59 56.13317(N)    102 02 48.79328(W)     ADJUSTED  
 TG1932* NAVD 88     -       569.0    (meters)    1867.     (feet)  GPS OBS   
 TG1932  ___________________________________________________________________
 TG1932  X           -    -875,105.746 (meters)                     COMP
 TG1932  Y           -  -4,100,545.801 (meters)                     COMP
 TG1932  Z           -   4,790,894.572 (meters)                     COMP
 TG1932  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 TG1932  ELLIP HEIGHT-         548.82  (meters)          (04/10/03) GPS OBS
 TG1932  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TG1932
 TG1932  HORZ ORDER  -  FIRST
 TG1932  ELLP ORDER  -  FOURTH    CLASS II
 TG1932
 TG1932.The horizontal coordinates were established by GPS observations
 TG1932.and adjusted by the National Geodetic Survey in May 2001..
 TG1932
 TG1932.The orthometric height was determined by GPS observations and a
 TG1932.high-resolution geoid model.
 TG1932
 TG1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1932
 TG1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1932
 TG1932.The ellipsoidal height was determined by GPS observations
 TG1932.and is referenced to NAD 83.
 TG1932
 TG1932.The geoid height was determined by GEOID03.
 TG1932
 TG1932;                    North         East     Units Scale Factor Converg.
 TG1932;SPC ND N     -   223,395.431   486,809.492   MT  1.00006353   -1 09 03.9
 TG1932;SPC ND N     -   732,924.64  1,597,144.00   iFT  1.00006353   -1 09 03.9
 TG1932;UTM  13      - 5,431,538.925   715,989.556   MT  1.00017314   +2 13 46.4
 TG1932;UTM  14      - 5,431,810.162   277,152.730   MT  1.00021011   -2 18 01.5
 TG1932
 TG1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1932!SPC ND N     -   0.99991400  x   1.00006353  =   0.99997752
 TG1932!UTM  13      -   0.99991400  x   1.00017314  =   1.00008713
 TG1932!UTM  14      -   0.99991400  x   1.00021011  =   1.00012409
 TG1932
 TG1932:                Primary Azimuth Mark                     Grid Az
 TG1932:SPC ND N     -  CENTER VI                                228 47 01.0
 TG1932:UTM  13      -  CENTER VI                                225 24 10.7
 TG1932:UTM  14      -  CENTER VI                                229 55 58.6
 TG1932
 TG1932|---------------------------------------------------------------------|
 TG1932| PID    Reference Object                     Distance      Geod. Az  |
 TG1932|                                                           dddmmss.s |
 TG1932| TG1947 CENTER VI                           APPROX. 0.6 KM 2273757.1 |
 TG1932|---------------------------------------------------------------------|
 TG1932
 TG1932                          SUPERSEDED SURVEY CONTROL
 TG1932
 TG1932  ELLIP H (05/11/01)  548.82   (m)                       GP(       ) 4 1
 TG1932  NAD 83(1996)-  48 59 56.13256(N)    102 02 48.79350(W) AD(       ) 1
 TG1932  ELLIP H (05/18/00)  548.91   (m)                       GP(       ) 2 2
 TG1932  NAD 83(1996)-  48 59 56.13442(N)    102 02 48.80270(W) AD(       ) 1
 TG1932  ELLIP H (01/23/98)  548.92   (m)                       GP(       ) 4 1
 TG1932  NAD 83(1986)-  48 59 56.13230(N)    102 02 48.78654(W) AD(       ) 1
 TG1932  NGVD 29 (08/25/89)  568.6    (m)         1865.     (f) GPS OBS        
 TG1932
 TG1932.Superseded values are not recommended for survey control.
 TG1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1932.See file dsdata.txt to determine how the superseded data were derived.
 TG1932
 TG1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ1599031539(NAD 83)
 TG1932_MARKER: DU = BOUNDARY MARKER
 TG1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1932+STABILITY: SURFACE MOTION
 TG1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1932+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 TG1932
 TG1932  HISTORY     - Date     Condition        Report By
 TG1932  HISTORY     - 1910     MONUMENTED       IBC
 TG1932  HISTORY     - 1910     GOOD             IBC
 TG1932  HISTORY     - 1975     GOOD             IBC
 TG1932  HISTORY     - 19880907 GOOD             NGS
 TG1932  HISTORY     - 19910624 POOR             IBC
 TG1932
 TG1932                          STATION DESCRIPTION
 TG1932
 TG1932'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1932'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG1932'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG1932'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG1932'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG1932'
 TG1932'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG1932'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG1932'---OCTOBER 20, 1818---.
 TG1932'
 TG1932'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG1932'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG1932'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG1932'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG1932'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG1932'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG1932'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG1932'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG1932'
 TG1932'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG1932'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG1932'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG1932'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG1932'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG1932'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG1932'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG1932'AND---CANADA---ON THE WEST SIDE.
 TG1932'
 TG1932'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG1932'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG1932'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG1932'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG1932'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG1932
 TG1932                          STATION RECOVERY (1910)
 TG1932
 TG1932'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TG1932'RECOVERED IN GOOD CONDITION.
 TG1932
 TG1932                          STATION RECOVERY (1975)
 TG1932
 TG1932'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG1932'RECOVERED IN GOOD CONDITION.
 TG1932
 TG1932                          STATION RECOVERY (1988)
 TG1932
 TG1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1932'THE MONUMENT IS LOCATED ABOUT 36.2 KM (22.50 MI) NORTH-NORTHEAST OF
 TG1932'KENMARE, 25.75 KM (16.00 MI) NORTHEAST OF BOWBELLS, AND ABOUT 15.29
 TG1932'KM (9.50 MI) EAST OF THE NORTHGATE, NORTH DAKOTA - NORTHGATE,
 TG1932'SASKATCHEWAN BORDER CROSSING.  FOR PERMISSION AND DIRECTIONS TO THE
 TG1932'MONUMENT CONTACT -MR. JERRY DERRY- PHONE 701-467-3324.
 TG1932'TO REACH THE MONUMENT FROM THE U.S. CUSTOMS AT NORTHGATE, NORTH
 TG1932'DAKOTA, GO SOUTH ON STATE HIGHWAY 8 FOR 1.93 KM (1.20 MI) TO THE
 TG1932'JUNCTION OF BURKE COUNTY ROAD 2 ON THE LEFT.  TURN LEFT AND GO EAST
 TG1932'ON COUNTY ROAD 2 FOR 19.71 KM (12.25 MI) TO A CROSSROAD.  TURN LEFT
 TG1932'AND GO NORTH ON A GRAVEL ROAD FOR 1.6 KM (1.00 MI) TO WHERE THE MAIN
 TG1932'GRAVEL ROAD TURNS LEFT, A TRACK ROAD ON THE RIGHT AND A TRACK ROAD
 TG1932'STRAIGHT AHEAD.  THERE IS AN ABANDONED HOMESTEAD ABOUT 0.08 KM
 TG1932'(0.05 MI) WEST OF THIS POINT, ON THE NORTH SIDE OF THE GRAVEL ROAD.
 TG1932'CONTINUE STRAIGHT AHEAD, NORTH, ON THE TRACK ROAD FOR 1.6 KM
 TG1932'(1.00 MI) TO WHERE THE TRACK ROAD TURNS RIGHT.  CONTINUE STRAIGHT
 TG1932'AHEAD, FOLLOWING ALONG THE WEST EDGE OF A FIELD FOR 0.48 KM (0.30 MI)
 TG1932'TO THE BOUNDARY.  TURN LEFT AND GO WEST ALONG THE BOUNDARY FOR 0.24
 TG1932'KM (0.15 MI) TO THE MONUMENT.
 TG1932'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TG1932'(5.0 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TG1932'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TG1932'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TG1932'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE, AND
 TG1932'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --646-- IS DRILLED NEAR THE
 TG1932'TOP OF THE EAST SIDE OF THE OBELISK.
 TG1932'THE POINT POSITIONED BY GPS IS THE APEX OF THE OBELISK.
 TG1932'TYPED BY E.A.R.
 TG1932
 TG1932                          STATION RECOVERY (1991)
 TG1932
 TG1932'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1991 (MDC)
 TG1932'THE MONUMENT WAS RECOVERED WITH ITS BASE SOMEWHAT DETERIORATED. IN
 TG1932'1988, THE MONUMENT WAS OCCUPIED WITH GPS BY THE NATIONAL GEODETIC
 TG1932'SURVEY.  THE POINT OCCUPIED WAS THE APEX OF THE OBELISK.  THEREFORE,
 TG1932'WITH TWO THEODOLITES SET AT 90 DEGREES TO ONE ANOTHER, THE APEX OF THE
 TG1932'OBELISK WAS HELD AND THE OBELISK REMOVED AND SET IN A NEW CONCRETE
 TG1932'BASE. DIFFERENTIAL LEVELING WAS PERFORMED FROM THE TOP OF THE OLD
 TG1932'OBELISK TO THE TOP OF THE RENEWED OBELISK. THE OBELISK WAS PAINTED
 TG1932'WITH ALUMINUM PAINT AND THE TOP OF THE BASE OF THE MONUMENT WAS GIVEN
 TG1932'A COAT OF SONNEBORNS KURE-N-SEAL.
 TG1932'THE MONUMENT IS LOCATED ABOUT 22 1/2 MILES NORTH-NORTHEAST OF KENMARE,
 TG1932'NORTH DAKOTA, 16 MILES (25.7 KM) NORTHEAST OF BOWBELLS, NORTH DAKOTA
 TG1932'AND ABOUT 9 1/2 MILES EAST OF THE NORTHGATE, NORTH DAKOTA - NORTHGATE,
 TG1932'SASKATCHEWAN BORDER CROSSING.
 TG1932'TO REACH THE MONUMENT FROM THE NORTHGATE - NORTHGATE BORDER CROSSING,
 TG1932'GO SOUTH ON STATE HIGHWAY 8 FOR 1.2 MILES (1.9 KM) TO THE JUNCTION OF
 TG1932'COUNTY ROAD 2 ON THE LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD 2 FOR
 TG1932'12.25 MILES (19.71 KM) TO A GRAVEL CROSSROAD. TURN LEFT AND GO NORTH
 TG1932'FOR 1.0 MILE (1.6 KM) TO WHERE THE MAIN GRAVEL ROAD TURNS LEFT, A
 TG1932'TRACK ROAD ON THE RIGHT AND A TRACK ROAD STRAIGHT AHEAD. WEST OF THIS
 TG1932'POINT, ON THE NORTH SIDE OF THE GRAVEL ROAD).  CONTINUE STRAIGHT
 TG1932'AHEAD, NORTH, ON THE TRACK ROAD FOR 1.0 MILE (1.6 KM) TO WHERE THE
 TG1932'TRACK ROAD TURNS RIGHT. CONTINUE STRAIGHT AHEAD, FOLLOWING ALONG THE
 TG1932'EDGE OF A FIELD IN SUMMER FALLOW, FOR 0.3 MILE (0.5 KM) TO THE
 TG1932'BOUNDARY.  TURN LEFT AND GO WEST ALONG THE BOUNDARY FOR 0.15 MILE
 TG1932'(0.24 KM) TO THE MONUMENT.
 TG1932'THE MONUMENT IS A CAST IRON OBELISK THAT PROJECTS 1.28 METERS (4.20
 TG1932'FT) ABOVE THE TOP OF A 3-FOOT SQUARE CONCRETE BASE WHICH PROJECTS 6
 TG1932'INCHES ABOVE THE SURFACE OF THE GROUND.  THE BASE OF THE MONUMENT IS 3
 TG1932'FEET (0.9 M) (0.9 MT) SQUARE AT THE TOP, 3 1/2 FEET SQUARE AT THE
 TG1932'BOTTOM AND EXTENDS 6 FEET (1.8 M) (1.8 MT) BELOW THE SURFACE OF THE
 TG1932'GROUND.
 TG1932'INSCRIBED ON THE OBELISK IN RAISED, CAST LETTERING IS ---CONVENTION OF
 TG1932'1818--- ON THE EAST SIDE, ---TREATY OF 1908--- ON THE WEST SIDE,
 TG1932'---UNITED STATES--- ON THE SOUTH SIDE, AND ---CANADA--- ON THE NORTH
 TG1932'SIDE. THE NUMBER, 646, IS OUTLINED WITH DRILL HOLES NEAR THE TOP OF
 TG1932'THE EAST SIDE OF THE OBELISK.  RENEWED 1991 IS IMPRINTED IN THE TOP OF
 TG1932'THE EAST SIDE OF THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2052 ***********************************************************************
 TG2052  DESIGNATION -  BOUNDARY MON 647 CD US
 TG2052  PID         -  TG2052
 TG2052  STATE/COUNTY-  ND/RENVILLE
 TG2052  USGS QUAD   -  BOWBELLS NE (1949)
 TG2052
 TG2052                         *CURRENT SURVEY CONTROL
 TG2052  ___________________________________________________________________
 TG2052* NAD 83(1996)-  48 59 56.15894(N)    102 00 44.63248(W)     ADJUSTED  
 TG2052* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 TG2052  ___________________________________________________________________
 TG2052  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 TG2052  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 TG2052
 TG2052  HORZ ORDER  -  THIRD
 TG2052
 TG2052.The horizontal coordinates were established by classical geodetic methods
 TG2052.and adjusted by the National Geodetic Survey in January 1998..
 TG2052
 TG2052.The orthometric height was scaled from a topographic map.
 TG2052
 TG2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2052
 TG2052.The geoid height was determined by GEOID03.
 TG2052
 TG2052;                    North         East     Units Scale Factor Converg.
 TG2052;SPC ND N     -   223,346.090   489,332.854   MT  1.00006353   -1 07 31.5
 TG2052;SPC ND N     -   732,762.76  1,605,422.75   iFT  1.00006353   -1 07 31.5
 TG2052;UTM  13      - 5,431,638.492   718,511.729   MT  1.00018660   +2 15 20.2
 TG2052;UTM  14      - 5,431,710.213   279,674.947   MT  1.00019638   -2 16 27.7
 TG2052
 TG2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2052!SPC ND N     -   0.99991645  x   1.00006353  =   0.99997997
 TG2052!UTM  13      -   0.99991645  x   1.00018660  =   1.00010303
 TG2052!UTM  14      -   0.99991645  x   1.00019638  =   1.00011281
 TG2052
 TG2052:                Primary Azimuth Mark                     Grid Az
 TG2052:SPC ND N     -  SOURIS                                   008 18 19.9
 TG2052:UTM  13      -  SOURIS                                   004 55 28.2
 TG2052:UTM  14      -  SOURIS                                   009 27 16.1
 TG2052
 TG2052|---------------------------------------------------------------------|
 TG2052| PID    Reference Object                     Distance      Geod. Az  |
 TG2052|                                                           dddmmss.s |
 TG2052| TG2072 SOURIS                              APPROX. 2.8 KM 0071048.4 |
 TG2052|---------------------------------------------------------------------|
 TG2052
 TG2052                          SUPERSEDED SURVEY CONTROL
 TG2052
 TG2052  NAD 83(1986)-  48 59 56.15738(N)    102 00 44.61985(W) AD(       ) 3
 TG2052
 TG2052.Superseded values are not recommended for survey control.
 TG2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2052.See file dsdata.txt to determine how the superseded data were derived.
 TG2052
 TG2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ1851231638(NAD 83)
 TG2052_MARKER: Z = SEE DESCRIPTION
 TG2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2052+STABILITY: SURFACE MOTION
 TG2052
 TG2052  HISTORY     - Date     Condition        Report By
 TG2052  HISTORY     - 1910     MONUMENTED       IBC
 TG2052  HISTORY     - 1975     GOOD             IBC
 TG2052
 TG2052                          STATION DESCRIPTION
 TG2052
 TG2052'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG2052'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TG2052'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TG2052'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TG2052'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TG2052'
 TG2052'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TG2052'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TG2052'---OCTOBER 20, 1818---.
 TG2052'
 TG2052'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TG2052'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TG2052'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TG2052'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TG2052'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TG2052'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TG2052'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TG2052'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TG2052'
 TG2052'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TG2052'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TG2052'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TG2052'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TG2052'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TG2052'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TG2052'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TG2052'AND---CANADA---ON THE WEST SIDE.
 TG2052'
 TG2052'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TG2052'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TG2052'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TG2052'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TG2052'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TG2052
 TG2052                          STATION RECOVERY (1975)
 TG2052
 TG2052'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TG2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2365 ***********************************************************************
 TF2365  DESIGNATION -  BOUNDARY MON 648 CD US
 TF2365  PID         -  TF2365
 TF2365  STATE/COUNTY-  ND/RENVILLE
 TF2365  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF2365
 TF2365                         *CURRENT SURVEY CONTROL
 TF2365  ___________________________________________________________________
 TF2365* NAD 83(1996)-  48 59 56.17992(N)    101 58 50.77845(W)     ADJUSTED  
 TF2365* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 TF2365  ___________________________________________________________________
 TF2365  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 TF2365  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 TF2365
 TF2365  HORZ ORDER  -  THIRD
 TF2365
 TF2365.The horizontal coordinates were established by classical geodetic methods
 TF2365.and adjusted by the National Geodetic Survey in January 1998..
 TF2365
 TF2365.The orthometric height was scaled from a topographic map.
 TF2365
 TF2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2365
 TF2365.The geoid height was determined by GEOID03.
 TF2365
 TF2365;                    North         East     Units Scale Factor Converg.
 TF2365;SPC ND N     -   223,301.758   491,646.766   MT  1.00006354   -1 06 06.8
 TF2365;SPC ND N     -   732,617.32  1,613,014.32   iFT  1.00006354   -1 06 06.8
 TF2365;UTM  14      - 5,431,619.487   281,987.798   MT  1.00018392   -2 15 01.7
 TF2365;UTM  13      - 5,431,730.721   720,824.527   MT  1.00019909   +2 16 46.3
 TF2365
 TF2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2365!SPC ND N     -   0.99991740  x   1.00006354  =   0.99998093
 TF2365!UTM  14      -   0.99991740  x   1.00018392  =   1.00010130
 TF2365!UTM  13      -   0.99991740  x   1.00019909  =   1.00011647
 TF2365
 TF2365:                Primary Azimuth Mark                     Grid Az
 TF2365:SPC ND N     -  BOUNDARY MON 650 CD US                   090 54 38.9
 TF2365:UTM  14      -  BOUNDARY MON 650 CD US                   092 03 33.8
 TF2365:UTM  13      -  BOUNDARY MON 650 CD US                   087 31 45.8
 TF2365
 TF2365|---------------------------------------------------------------------|
 TF2365| PID    Reference Object                     Distance      Geod. Az  |
 TF2365|                                                           dddmmss.s |
 TF2365| TF2367 BOUNDARY MON 650 CD US              APPROX. 3.6 KM 0894832.1 |
 TF2365|---------------------------------------------------------------------|
 TF2365
 TF2365                          SUPERSEDED SURVEY CONTROL
 TF2365
 TF2365  NAD 83(1986)-  48 59 56.17890(N)    101 58 50.76953(W) AD(       ) 3
 TF2365
 TF2365.Superseded values are not recommended for survey control.
 TF2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2365.See file dsdata.txt to determine how the superseded data were derived.
 TF2365
 TF2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV8198831619(NAD 83)
 TF2365_MARKER: Z = SEE DESCRIPTION
 TF2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2365+STABILITY: SURFACE MOTION
 TF2365
 TF2365  HISTORY     - Date     Condition        Report By
 TF2365  HISTORY     - 1910     MONUMENTED       IBC
 TF2365  HISTORY     - 1975     GOOD             IBC
 TF2365
 TF2365                          STATION DESCRIPTION
 TF2365
 TF2365'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2365'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2365'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2365'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2365'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2365'
 TF2365'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2365'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2365'---OCTOBER 20, 1818---.
 TF2365'
 TF2365'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2365'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2365'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2365'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2365'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2365'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2365'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2365'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2365'
 TF2365'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2365'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2365'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2365'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2365'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2365'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2365'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2365'AND---CANADA---ON THE WEST SIDE.
 TF2365'
 TF2365'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2365'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2365'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2365'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2365'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2365
 TF2365                          STATION RECOVERY (1975)
 TF2365
 TF2365'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2366 ***********************************************************************
 TF2366  DESIGNATION -  BOUNDARY MON 649 CD US
 TF2366  PID         -  TF2366
 TF2366  STATE/COUNTY-  ND/RENVILLE
 TF2366  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF2366
 TF2366                         *CURRENT SURVEY CONTROL
 TF2366  ___________________________________________________________________
 TF2366* NAD 83(1996)-  48 59 56.36183(N)    101 57 23.81176(W)     ADJUSTED  
 TF2366* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 TF2366  ___________________________________________________________________
 TF2366  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 TF2366  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 TF2366
 TF2366  HORZ ORDER  -  THIRD
 TF2366
 TF2366.The horizontal coordinates were established by classical geodetic methods
 TF2366.and adjusted by the National Geodetic Survey in January 1998..
 TF2366
 TF2366.The orthometric height was scaled from a topographic map.
 TF2366
 TF2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2366
 TF2366.The geoid height was determined by GEOID03.
 TF2366
 TF2366;                    North         East     Units Scale Factor Converg.
 TF2366;SPC ND N     -   223,273.658   493,414.342   MT  1.00006355   -1 05 02.1
 TF2366;SPC ND N     -   732,525.12  1,618,813.46   iFT  1.00006355   -1 05 02.1
 TF2366;UTM  14      - 5,431,555.960   283,754.660   MT  1.00017450   -2 13 56.0
 TF2366;UTM  13      - 5,431,806.942   722,590.930   MT  1.00020871   +2 17 52.0
 TF2366
 TF2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2366!SPC ND N     -   0.99992195  x   1.00006355  =   0.99998549
 TF2366!UTM  14      -   0.99992195  x   1.00017450  =   1.00009643
 TF2366!UTM  13      -   0.99992195  x   1.00020871  =   1.00013064
 TF2366
 TF2366:                Primary Azimuth Mark                     Grid Az
 TF2366:SPC ND N     -  BOUNDARY MON 648 CD US                   270 54 39.2
 TF2366:UTM  14      -  BOUNDARY MON 648 CD US                   272 03 33.1
 TF2366:UTM  13      -  BOUNDARY MON 648 CD US                   267 31 45.1
 TF2366
 TF2366|---------------------------------------------------------------------|
 TF2366| PID    Reference Object                     Distance      Geod. Az  |
 TF2366|                                                           dddmmss.s |
 TF2366| TF2365 BOUNDARY MON 648 CD US              APPROX. 1.8 KM 2694937.1 |
 TF2366|---------------------------------------------------------------------|
 TF2366
 TF2366                          SUPERSEDED SURVEY CONTROL
 TF2366
 TF2366  NAD 83(1986)-  48 59 56.36125(N)    101 57 23.80642(W) AD(       ) 3
 TF2366
 TF2366.Superseded values are not recommended for survey control.
 TF2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2366.See file dsdata.txt to determine how the superseded data were derived.
 TF2366
 TF2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV8375531556(NAD 83)
 TF2366_MARKER: Z = SEE DESCRIPTION
 TF2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2366_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2366+STABILITY: SURFACE MOTION
 TF2366
 TF2366  HISTORY     - Date     Condition        Report By
 TF2366  HISTORY     - 1910     MONUMENTED       IBC
 TF2366  HISTORY     - 1975     GOOD             IBC
 TF2366
 TF2366                          STATION DESCRIPTION
 TF2366
 TF2366'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2366'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2366'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2366'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2366'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2366'
 TF2366'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2366'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2366'---OCTOBER 20, 1818---.
 TF2366'
 TF2366'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2366'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2366'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2366'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2366'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2366'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2366'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2366'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2366'
 TF2366'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2366'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2366'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2366'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2366'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2366'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2366'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2366'AND---CANADA---ON THE WEST SIDE.
 TF2366'
 TF2366'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2366'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2366'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2366'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2366'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2366
 TF2366                          STATION RECOVERY (1975)
 TF2366
 TF2366'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2367 ***********************************************************************
 TF2367  DESIGNATION -  BOUNDARY MON 650 CD US
 TF2367  PID         -  TF2367
 TF2367  STATE/COUNTY-  ND/RENVILLE
 TF2367  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF2367
 TF2367                         *CURRENT SURVEY CONTROL
 TF2367  ___________________________________________________________________
 TF2367* NAD 83(1996)-  48 59 56.53186(N)    101 55 53.06147(W)     ADJUSTED  
 TF2367* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 TF2367  ___________________________________________________________________
 TF2367  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 TF2367  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF2367
 TF2367  HORZ ORDER  -  THIRD
 TF2367
 TF2367.The horizontal coordinates were established by classical geodetic methods
 TF2367.and adjusted by the National Geodetic Survey in January 1998..
 TF2367
 TF2367.The orthometric height was scaled from a topographic map.
 TF2367
 TF2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2367
 TF2367.The geoid height was determined by GEOID03.
 TF2367
 TF2367;                    North         East     Units Scale Factor Converg.
 TF2367;SPC ND N     -   223,244.316   495,258.814   MT  1.00006356   -1 03 54.6
 TF2367;SPC ND N     -   732,428.86  1,624,864.88   iFT  1.00006356   -1 03 54.6
 TF2367;UTM  14      - 5,431,489.658   285,598.370   MT  1.00016474   -2 12 47.4
 TF2367;UTM  13      - 5,431,886.468   724,434.199   MT  1.00021883   +2 19 00.6
 TF2367
 TF2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2367!SPC ND N     -   0.99991694  x   1.00006356  =   0.99998049
 TF2367!UTM  14      -   0.99991694  x   1.00016474  =   1.00008166
 TF2367!UTM  13      -   0.99991694  x   1.00021883  =   1.00013575
 TF2367
 TF2367:                Primary Azimuth Mark                     Grid Az
 TF2367:SPC ND N     -  BOUNDARY MON 649 CD US                   270 54 41.5
 TF2367:UTM  14      -  BOUNDARY MON 649 CD US                   272 03 34.3
 TF2367:UTM  13      -  BOUNDARY MON 649 CD US                   267 31 46.3
 TF2367
 TF2367|---------------------------------------------------------------------|
 TF2367| PID    Reference Object                     Distance      Geod. Az  |
 TF2367|                                                           dddmmss.s |
 TF2367| TF2366 BOUNDARY MON 649 CD US              APPROX. 1.8 KM 2695046.9 |
 TF2367|---------------------------------------------------------------------|
 TF2367
 TF2367                          SUPERSEDED SURVEY CONTROL
 TF2367
 TF2367  NAD 83(1986)-  48 59 56.53173(N)    101 55 53.05970(W) AD(       ) 3
 TF2367
 TF2367.Superseded values are not recommended for survey control.
 TF2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2367.See file dsdata.txt to determine how the superseded data were derived.
 TF2367
 TF2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV8559831490(NAD 83)
 TF2367_MARKER: Z = SEE DESCRIPTION
 TF2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2367_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2367+STABILITY: SURFACE MOTION
 TF2367
 TF2367  HISTORY     - Date     Condition        Report By
 TF2367  HISTORY     - 1910     MONUMENTED       IBC
 TF2367  HISTORY     - 1975     GOOD             IBC
 TF2367
 TF2367                          STATION DESCRIPTION
 TF2367
 TF2367'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2367'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2367'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2367'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2367'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2367'
 TF2367'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2367'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2367'---OCTOBER 20, 1818---.
 TF2367'
 TF2367'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2367'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2367'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2367'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2367'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2367'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2367'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2367'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2367'
 TF2367'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2367'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2367'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2367'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2367'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2367'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2367'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2367'AND---CANADA---ON THE WEST SIDE.
 TF2367'
 TF2367'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2367'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2367'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2367'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2367'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2367
 TF2367                          STATION RECOVERY (1975)
 TF2367
 TF2367'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2368 ***********************************************************************
 TF2368  DESIGNATION -  BOUNDARY MON 651 CD US
 TF2368  PID         -  TF2368
 TF2368  STATE/COUNTY-  ND/RENVILLE
 TF2368  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF2368
 TF2368                         *CURRENT SURVEY CONTROL
 TF2368  ___________________________________________________________________
 TF2368* NAD 83(1996)-  48 59 56.73625(N)    101 53 55.00106(W)     ADJUSTED  
 TF2368* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 TF2368  ___________________________________________________________________
 TF2368  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 TF2368  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF2368
 TF2368  HORZ ORDER  -  THIRD
 TF2368
 TF2368.The horizontal coordinates were established by classical geodetic methods
 TF2368.and adjusted by the National Geodetic Survey in January 1998..
 TF2368
 TF2368.The orthometric height was scaled from a topographic map.
 TF2368
 TF2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2368
 TF2368.The geoid height was determined by GEOID03.
 TF2368
 TF2368;                    North         East     Units Scale Factor Converg.
 TF2368;SPC ND N     -   223,206.529   497,658.359   MT  1.00006358   -1 02 26.7
 TF2368;SPC ND N     -   732,304.89  1,632,737.40   iFT  1.00006358   -1 02 26.7
 TF2368;UTM  14      - 5,431,403.802   287,996.904   MT  1.00015217   -2 11 18.2
 TF2368
 TF2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2368!SPC ND N     -   0.99991742  x   1.00006358  =   0.99998099
 TF2368!UTM  14      -   0.99991742  x   1.00015217  =   1.00006957
 TF2368
 TF2368:                Primary Azimuth Mark                     Grid Az
 TF2368:SPC ND N     -  BOUNDARY MON 650 CD US                   270 54 08.5
 TF2368:UTM  14      -  BOUNDARY MON 650 CD US                   272 03 00.0
 TF2368
 TF2368|---------------------------------------------------------------------|
 TF2368| PID    Reference Object                     Distance      Geod. Az  |
 TF2368|                                                           dddmmss.s |
 TF2368| TF2367 BOUNDARY MON 650 CD US              APPROX. 2.4 KM 2695141.8 |
 TF2368|---------------------------------------------------------------------|
 TF2368
 TF2368                          SUPERSEDED SURVEY CONTROL
 TF2368
 TF2368  NAD 83(1986)-  48 59 56.73672(N)    101 53 55.00299(W) AD(       ) 3
 TF2368
 TF2368.Superseded values are not recommended for survey control.
 TF2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2368.See file dsdata.txt to determine how the superseded data were derived.
 TF2368
 TF2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV8799731404(NAD 83)
 TF2368_MARKER: Z = SEE DESCRIPTION
 TF2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2368_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2368+STABILITY: SURFACE MOTION
 TF2368
 TF2368  HISTORY     - Date     Condition        Report By
 TF2368  HISTORY     - 1910     MONUMENTED       IBC
 TF2368  HISTORY     - 1975     GOOD             IBC
 TF2368
 TF2368                          STATION DESCRIPTION
 TF2368
 TF2368'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2368'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2368'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2368'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2368'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2368'
 TF2368'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2368'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2368'---OCTOBER 20, 1818---.
 TF2368'
 TF2368'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2368'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2368'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2368'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2368'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2368'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2368'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2368'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2368'
 TF2368'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2368'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2368'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2368'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2368'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2368'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2368'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2368'AND---CANADA---ON THE WEST SIDE.
 TF2368'
 TF2368'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2368'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2368'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2368'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2368'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2368
 TF2368                          STATION RECOVERY (1975)
 TF2368
 TF2368'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2369 ***********************************************************************
 TF2369  DESIGNATION -  BOUNDARY MON 652 CD US
 TF2369  PID         -  TF2369
 TF2369  STATE/COUNTY-  ND/RENVILLE
 TF2369  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2369
 TF2369                         *CURRENT SURVEY CONTROL
 TF2369  ___________________________________________________________________
 TF2369* NAD 83(1996)-  48 59 56.82880(N)    101 51 23.97719(W)     ADJUSTED  
 TF2369* NAVD 88     -       540.     (meters)    1772.     (feet)  SCALED    
 TF2369  ___________________________________________________________________
 TF2369  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 TF2369  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 TF2369
 TF2369  HORZ ORDER  -  THIRD
 TF2369
 TF2369.The horizontal coordinates were established by classical geodetic methods
 TF2369.and adjusted by the National Geodetic Survey in January 1998..
 TF2369
 TF2369.The orthometric height was scaled from a topographic map.
 TF2369
 TF2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2369
 TF2369.The geoid height was determined by GEOID03.
 TF2369
 TF2369;                    North         East     Units Scale Factor Converg.
 TF2369;SPC ND N     -   223,154.464   500,727.804   MT  1.00006359   -1 00 34.3
 TF2369;SPC ND N     -   732,134.07  1,642,807.76   iFT  1.00006359   -1 00 34.3
 TF2369;UTM  14      - 5,431,290.274   291,064.938   MT  1.00013631   -2 09 24.1
 TF2369
 TF2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2369!SPC ND N     -   0.99991852  x   1.00006359  =   0.99998211
 TF2369!UTM  14      -   0.99991852  x   1.00013631  =   1.00005482
 TF2369
 TF2369:                Primary Azimuth Mark                     Grid Az
 TF2369:SPC ND N     -  MORSE                                    169 46 51.5
 TF2369:UTM  14      -  MORSE                                    170 55 41.3
 TF2369
 TF2369|---------------------------------------------------------------------|
 TF2369| PID    Reference Object                     Distance      Geod. Az  |
 TF2369|                                                           dddmmss.s |
 TF2369| TF2386 MORSE                               APPROX. 3.5 KM 1684617.2 |
 TF2369|---------------------------------------------------------------------|
 TF2369
 TF2369                          SUPERSEDED SURVEY CONTROL
 TF2369
 TF2369  NAD 83(1986)-  48 59 56.83003(N)    101 51 23.98296(W) AD(       ) 3
 TF2369
 TF2369.Superseded values are not recommended for survey control.
 TF2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2369.See file dsdata.txt to determine how the superseded data were derived.
 TF2369
 TF2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9106531290(NAD 83)
 TF2369_MARKER: Z = SEE DESCRIPTION
 TF2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2369_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2369+STABILITY: SURFACE MOTION
 TF2369
 TF2369  HISTORY     - Date     Condition        Report By
 TF2369  HISTORY     - 1910     MONUMENTED       IBC
 TF2369  HISTORY     - 1975     GOOD             IBC
 TF2369
 TF2369                          STATION DESCRIPTION
 TF2369
 TF2369'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2369'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2369'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2369'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2369'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2369'
 TF2369'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2369'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2369'---OCTOBER 20, 1818---.
 TF2369'
 TF2369'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2369'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2369'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2369'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2369'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2369'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2369'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2369'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2369'
 TF2369'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2369'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2369'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2369'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2369'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2369'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2369'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2369'AND---CANADA---ON THE WEST SIDE.
 TF2369'
 TF2369'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2369'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2369'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2369'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2369'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2369
 TF2369                          STATION RECOVERY (1975)
 TF2369
 TF2369'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2370 ***********************************************************************
 TF2370  DESIGNATION -  BOUNDARY MON 653 CD US
 TF2370  PID         -  TF2370
 TF2370  STATE/COUNTY-  ND/RENVILLE
 TF2370  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2370
 TF2370                         *CURRENT SURVEY CONTROL
 TF2370  ___________________________________________________________________
 TF2370* NAD 83(1996)-  48 59 56.87264(N)    101 50 09.79146(W)     ADJUSTED  
 TF2370* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 TF2370  ___________________________________________________________________
 TF2370  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 TF2370  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 TF2370
 TF2370  HORZ ORDER  -  THIRD
 TF2370
 TF2370.The horizontal coordinates were established by classical geodetic methods
 TF2370.and adjusted by the National Geodetic Survey in January 1998..
 TF2370
 TF2370.The orthometric height was scaled from a topographic map.
 TF2370
 TF2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2370
 TF2370.The geoid height was determined by GEOID03.
 TF2370
 TF2370;                    North         East     Units Scale Factor Converg.
 TF2370;SPC ND N     -   223,129.451   502,235.582   MT  1.00006359   -0 59 39.1
 TF2370;SPC ND N     -   732,052.00  1,647,754.53   iFT  1.00006359   -0 59 39.1
 TF2370;UTM  14      - 5,431,235.079   292,572.017   MT  1.00012860   -2 08 28.1
 TF2370
 TF2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2370!SPC ND N     -   0.99991884  x   1.00006359  =   0.99998243
 TF2370!UTM  14      -   0.99991884  x   1.00012860  =   1.00004743
 TF2370
 TF2370:                Primary Azimuth Mark                     Grid Az
 TF2370:SPC ND N     -  BOUNDARY MON 655 CD US                   090 53 26.7
 TF2370:UTM  14      -  BOUNDARY MON 655 CD US                   092 02 15.7
 TF2370
 TF2370|---------------------------------------------------------------------|
 TF2370| PID    Reference Object                     Distance      Geod. Az  |
 TF2370|                                                           dddmmss.s |
 TF2370| TF2256 BOUNDARY MON 655 CD US              APPROX. 3.8 KM 0895347.6 |
 TF2370|---------------------------------------------------------------------|
 TF2370
 TF2370                          SUPERSEDED SURVEY CONTROL
 TF2370
 TF2370  NAD 83(1986)-  48 59 56.87431(N)    101 50 09.80078(W) AD(       ) 3
 TF2370
 TF2370.Superseded values are not recommended for survey control.
 TF2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2370.See file dsdata.txt to determine how the superseded data were derived.
 TF2370
 TF2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9257231235(NAD 83)
 TF2370_MARKER: Z = SEE DESCRIPTION
 TF2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2370_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2370+STABILITY: SURFACE MOTION
 TF2370
 TF2370  HISTORY     - Date     Condition        Report By
 TF2370  HISTORY     - 1910     MONUMENTED       IBC
 TF2370  HISTORY     - 1975     GOOD             IBC
 TF2370
 TF2370                          STATION DESCRIPTION
 TF2370
 TF2370'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2370'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2370'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2370'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2370'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2370'
 TF2370'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2370'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2370'---OCTOBER 20, 1818---.
 TF2370'
 TF2370'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2370'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2370'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2370'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2370'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2370'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2370'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2370'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2370'
 TF2370'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2370'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2370'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2370'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2370'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2370'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2370'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2370'AND---CANADA---ON THE WEST SIDE.
 TF2370'
 TF2370'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2370'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2370'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2370'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2370'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2370
 TF2370                          STATION RECOVERY (1975)
 TF2370
 TF2370'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2371 ***********************************************************************
 TF2371  DESIGNATION -  BOUNDARY MON 654 CD US
 TF2371  PID         -  TF2371
 TF2371  STATE/COUNTY-  ND/RENVILLE
 TF2371  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2371
 TF2371                         *CURRENT SURVEY CONTROL
 TF2371  ___________________________________________________________________
 TF2371* NAD 83(1996)-  48 59 56.96389(N)    101 48 37.79591(W)     ADJUSTED  
 TF2371* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 TF2371  ___________________________________________________________________
 TF2371  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 TF2371  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 TF2371
 TF2371  HORZ ORDER  -  THIRD
 TF2371
 TF2371.The horizontal coordinates were established by classical geodetic methods
 TF2371.and adjusted by the National Geodetic Survey in January 1998..
 TF2371
 TF2371.The orthometric height was scaled from a topographic map.
 TF2371
 TF2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2371
 TF2371.The geoid height was determined by GEOID03.
 TF2371
 TF2371;                    North         East     Units Scale Factor Converg.
 TF2371;SPC ND N     -   223,100.133   504,105.360   MT  1.00006360   -0 58 30.7
 TF2371;SPC ND N     -   731,955.82  1,653,888.98   iFT  1.00006360   -0 58 30.7
 TF2371;UTM  14      - 5,431,168.342   294,440.946   MT  1.00011911   -2 07 18.6
 TF2371
 TF2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2371!SPC ND N     -   0.99991963  x   1.00006360  =   0.99998323
 TF2371!UTM  14      -   0.99991963  x   1.00011911  =   1.00003873
 TF2371
 TF2371:                Primary Azimuth Mark                     Grid Az
 TF2371:SPC ND N     -  BOUNDARY MON 653 CD US                   270 53 54.5
 TF2371:UTM  14      -  BOUNDARY MON 653 CD US                   272 02 42.4
 TF2371
 TF2371|---------------------------------------------------------------------|
 TF2371| PID    Reference Object                     Distance      Geod. Az  |
 TF2371|                                                           dddmmss.s |
 TF2371| TF2370 BOUNDARY MON 653 CD US              APPROX. 1.9 KM 2695523.8 |
 TF2371|---------------------------------------------------------------------|
 TF2371
 TF2371                          SUPERSEDED SURVEY CONTROL
 TF2371
 TF2371  NAD 83(1986)-  48 59 56.96622(N)    101 48 37.80880(W) AD(       ) 3
 TF2371
 TF2371.Superseded values are not recommended for survey control.
 TF2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2371.See file dsdata.txt to determine how the superseded data were derived.
 TF2371
 TF2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9444131168(NAD 83)
 TF2371_MARKER: Z = SEE DESCRIPTION
 TF2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2371+STABILITY: SURFACE MOTION
 TF2371
 TF2371  HISTORY     - Date     Condition        Report By
 TF2371  HISTORY     - 1910     MONUMENTED       IBC
 TF2371  HISTORY     - 1975     GOOD             IBC
 TF2371
 TF2371                          STATION DESCRIPTION
 TF2371
 TF2371'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2371'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2371'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2371'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2371'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2371'
 TF2371'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2371'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2371'---OCTOBER 20, 1818---.
 TF2371'
 TF2371'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2371'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2371'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2371'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2371'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2371'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2371'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2371'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2371'
 TF2371'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2371'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2371'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2371'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2371'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2371'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2371'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2371'AND---CANADA---ON THE WEST SIDE.
 TF2371'
 TF2371'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2371'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2371'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2371'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2371'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2371
 TF2371                          STATION RECOVERY (1975)
 TF2371
 TF2371'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2256 ***********************************************************************
 TF2256  DESIGNATION -  BOUNDARY MON 655 CD US
 TF2256  PID         -  TF2256
 TF2256  STATE/COUNTY-  ND/RENVILLE
 TF2256  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2256
 TF2256                         *CURRENT SURVEY CONTROL
 TF2256  ___________________________________________________________________
 TF2256* NAD 83(1996)-  48 59 57.05230(N)    101 47 03.35010(W)     ADJUSTED  
 TF2256* NAVD 88     -       532.4    (meters)    1747.     (feet)  VERTCON   
 TF2256  ___________________________________________________________________
 TF2256  X           -    -856,291.957 (meters)                     COMP
 TF2256  Y           -  -4,104,469.561 (meters)                     COMP
 TF2256  Z           -   4,790,885.775 (meters)                     COMP
 TF2256  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 TF2256  ELLIP HEIGHT-         512.48  (meters)          (01/23/98) GPS OBS
 TF2256  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 TF2256
 TF2256  HORZ ORDER  -  FIRST
 TF2256  ELLP ORDER  -  FOURTH    CLASS I
 TF2256
 TF2256.The horizontal coordinates were established by GPS observations
 TF2256.and adjusted by the National Geodetic Survey in January 1998..
 TF2256
 TF2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2256
 TF2256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2256
 TF2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2256
 TF2256.The ellipsoidal height was determined by GPS observations
 TF2256.and is referenced to NAD 83.
 TF2256
 TF2256.The geoid height was determined by GEOID03.
 TF2256
 TF2256;                    North         East     Units Scale Factor Converg.
 TF2256;SPC ND N     -   223,070.517   506,024.946   MT  1.00006360   -0 57 20.4
 TF2256;SPC ND N     -   731,858.65  1,660,186.83   iFT  1.00006360   -0 57 20.4
 TF2256;UTM  14      - 5,431,100.320   296,359.653   MT  1.00010947   -2 06 07.2
 TF2256
 TF2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2256!SPC ND N     -   0.99991969  x   1.00006360  =   0.99998329
 TF2256!UTM  14      -   0.99991969  x   1.00010947  =   1.00002916
 TF2256
 TF2256:                Primary Azimuth Mark                     Grid Az
 TF2256:SPC ND N     -  BOUNDARY MON 654 CD US                   270 53 02.6
 TF2256:UTM  14      -  BOUNDARY MON 654 CD US                   272 01 49.4
 TF2256
 TF2256|---------------------------------------------------------------------|
 TF2256| PID    Reference Object                     Distance      Geod. Az  |
 TF2256|                                                           dddmmss.s |
 TF2256| TF2371 BOUNDARY MON 654 CD US              APPROX. 1.9 KM 2695542.2 |
 TF2256| TF2359 CENTER VIII                         164.888 METERS 30936     |
 TF2256|---------------------------------------------------------------------|
 TF2256
 TF2256                          SUPERSEDED SURVEY CONTROL
 TF2256
 TF2256  NAD 83(1986)-  48 59 57.05529(N)    101 47 03.36659(W) AD(       ) 1
 TF2256  NGVD 29 (08/25/89)  532.0    (m)         1745.     (f) GPS OBS        
 TF2256
 TF2256.Superseded values are not recommended for survey control.
 TF2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2256.See file dsdata.txt to determine how the superseded data were derived.
 TF2256
 TF2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9636031100(NAD 83)
 TF2256_MARKER: DU = BOUNDARY MARKER
 TF2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TF2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2256+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1988
 TF2256
 TF2256  HISTORY     - Date     Condition        Report By
 TF2256  HISTORY     - 1910     MONUMENTED       IBC
 TF2256  HISTORY     - 1910     GOOD             IBC
 TF2256  HISTORY     - 1975     GOOD             IBC
 TF2256  HISTORY     - 19880907 SEE DESCRIPTION  NGS
 TF2256
 TF2256                          STATION DESCRIPTION
 TF2256
 TF2256'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2256'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2256'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2256'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2256'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2256'
 TF2256'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2256'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2256'---OCTOBER 20, 1818---.
 TF2256'
 TF2256'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2256'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2256'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2256'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2256'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2256'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2256'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2256'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2256'
 TF2256'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2256'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2256'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2256'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2256'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2256'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2256'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2256'AND---CANADA---ON THE WEST SIDE.
 TF2256'
 TF2256'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2256'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2256'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2256'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2256'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2256
 TF2256                          STATION RECOVERY (1910)
 TF2256
 TF2256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TF2256'RECOVERED IN GOOD CONDITION.
 TF2256
 TF2256                          STATION RECOVERY (1975)
 TF2256
 TF2256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2256'RECOVERED IN GOOD CONDITION.
 TF2256
 TF2256                          STATION RECOVERY (1988)
 TF2256
 TF2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF2256'THE MONUMENT IS LOCATED ABOUT 11.67 KM (7.25 MI) NORTHWEST OF SHERWOOD
 TF2256'AND ABOUT 10.86 KM (6.75 MI) WEST OF THE SHERWOOD, NORTH DAKOTA -
 TF2256'CARIEVALE, SASKATCHEWAN BORDER CROSSING.
 TF2256'TO REACH THE MONUMENT FROM THE POST OFFICE IN SHERWOOD, GO WEST FOR
 TF2256'0.08 KM (0.05 MI) TO A CROSS-STREET.  TURN RIGHT AND GO NORTH FOR
 TF2256'0.72 KM (0.45 MI) TO A T-INTERSECTION WITH RENVILLE COUNTY ROAD 2.
 TF2256'TURN LEFT AND GO WEST ON COUNTY ROAD 2 FOR 10.78 KM (6.70 MI) TO A
 TF2256'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 2.49
 TF2256'KM (1.55 MI) TO WHERE THE GRAVEL ROAD TURNS LEFT AND DIRT TRACK ROAD
 TF2256'LEADS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR
 TF2256'0.80 KM (0.50 MI) TO A T-TRACK ROAD INTERSECTION.  TURN LEFT AND
 TF2256'FOLLOW THE TRACK ROAD WEST FOR 0.40 KM (0.25 MI) TO A FENCE CORNER
 TF2256'AND A TRACK ROAD LEADING NORTH.  TURN RIGHT AND FOLLOW THE TRACK ROAD
 TF2256'NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.48 KM (0.30 MI) TO A FENCE
 TF2256'CORNER AT THE BOUNDARY.  TURN RIGHT AND FOLLOW THE BOUNDARY EAST FOR
 TF2256'0.16 KM (0.10 MI) TO THE MONUMENT.
 TF2256'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.52 M
 TF2256'(5.0 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE WHICH
 TF2256'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TF2256'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TF2256'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE, AND
 TF2256'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --655-- IS DRILLED NEAR THE
 TF2256'TOP OF THE EAST SIDE OF THE OBELISK.
 TF2256'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM EAST AND 1 CM NORTH OF
 TF2256'THE APEX OF THE OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED
 TF2256'WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK
 TF2256'WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF
 TF2256'THE PUNCH MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TF2256'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2372 ***********************************************************************
 TF2372  DESIGNATION -  BOUNDARY MON 656 CD US
 TF2372  PID         -  TF2372
 TF2372  STATE/COUNTY-  ND/RENVILLE
 TF2372  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2372
 TF2372                         *CURRENT SURVEY CONTROL
 TF2372  ___________________________________________________________________
 TF2372* NAD 83(1996)-  48 59 57.16649(N)    101 45 15.31879(W)     ADJUSTED  
 TF2372* NAVD 88     -       522.     (meters)    1713.     (feet)  SCALED    
 TF2372  ___________________________________________________________________
 TF2372  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 TF2372  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TF2372
 TF2372  HORZ ORDER  -  THIRD
 TF2372
 TF2372.The horizontal coordinates were established by classical geodetic methods
 TF2372.and adjusted by the National Geodetic Survey in January 1998..
 TF2372
 TF2372.The orthometric height was scaled from a topographic map.
 TF2372
 TF2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2372
 TF2372.The geoid height was determined by GEOID03.
 TF2372
 TF2372;                    North         East     Units Scale Factor Converg.
 TF2372;SPC ND N     -   223,037.846   508,220.671   MT  1.00006361   -0 55 60.0
 TF2372;SPC ND N     -   731,751.46  1,667,390.65   iFT  1.00006361   -0 55 60.0
 TF2372;UTM  14      - 5,431,023.731   298,554.373   MT  1.00009854   -2 04 45.6
 TF2372
 TF2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2372!SPC ND N     -   0.99992137  x   1.00006361  =   0.99998497
 TF2372!UTM  14      -   0.99992137  x   1.00009854  =   1.00001990
 TF2372
 TF2372:                Primary Azimuth Mark                     Grid Az
 TF2372:SPC ND N     -  BOUNDARY MON 655 CD US                   270 51 09.4
 TF2372:UTM  14      -  BOUNDARY MON 655 CD US                   271 59 55.0
 TF2372
 TF2372|---------------------------------------------------------------------|
 TF2372| PID    Reference Object                     Distance      Geod. Az  |
 TF2372|                                                           dddmmss.s |
 TF2372| TF2256 BOUNDARY MON 655 CD US              APPROX. 2.2 KM 2695509.4 |
 TF2372|---------------------------------------------------------------------|
 TF2372
 TF2372                          SUPERSEDED SURVEY CONTROL
 TF2372
 TF2372  NAD 83(1986)-  48 59 57.17229(N)    101 45 15.35080(W) AD(       ) 3
 TF2372
 TF2372.Superseded values are not recommended for survey control.
 TF2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2372.See file dsdata.txt to determine how the superseded data were derived.
 TF2372
 TF2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9855431024(NAD 83)
 TF2372_MARKER: Z = SEE DESCRIPTION
 TF2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2372+STABILITY: SURFACE MOTION
 TF2372
 TF2372  HISTORY     - Date     Condition        Report By
 TF2372  HISTORY     - 1910     MONUMENTED       IBC
 TF2372  HISTORY     - 1975     GOOD             IBC
 TF2372
 TF2372                          STATION DESCRIPTION
 TF2372
 TF2372'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2372'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2372'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2372'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2372'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2372'
 TF2372'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2372'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2372'---OCTOBER 20, 1818---.
 TF2372'
 TF2372'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2372'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2372'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2372'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2372'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2372'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2372'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2372'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2372'
 TF2372'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2372'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2372'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2372'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2372'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2372'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2372'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2372'AND---CANADA---ON THE WEST SIDE.
 TF2372'
 TF2372'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2372'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2372'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2372'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2372'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2372
 TF2372                          STATION RECOVERY (1975)
 TF2372
 TF2372'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2373 ***********************************************************************
 TF2373  DESIGNATION -  BOUNDARY MON 657 CD US
 TF2373  PID         -  TF2373
 TF2373  STATE/COUNTY-  ND/RENVILLE
 TF2373  USGS QUAD   -  SHERWOOD (1949)
 TF2373
 TF2373                         *CURRENT SURVEY CONTROL
 TF2373  ___________________________________________________________________
 TF2373* NAD 83(1996)-  48 59 57.27904(N)    101 43 32.38905(W)     ADJUSTED  
 TF2373* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 TF2373  ___________________________________________________________________
 TF2373  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 TF2373  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 TF2373
 TF2373  HORZ ORDER  -  THIRD
 TF2373
 TF2373.The horizontal coordinates were established by classical geodetic methods
 TF2373.and adjusted by the National Geodetic Survey in January 1998..
 TF2373
 TF2373.The orthometric height was scaled from a topographic map.
 TF2373
 TF2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2373
 TF2373.The geoid height was determined by GEOID03.
 TF2373
 TF2373;                    North         East     Units Scale Factor Converg.
 TF2373;SPC ND N     -   223,007.630   510,312.719   MT  1.00006362   -0 54 43.4
 TF2373;SPC ND N     -   731,652.33  1,674,254.33   iFT  1.00006362   -0 54 43.4
 TF2373;UTM  14      - 5,430,951.684   300,645.461   MT  1.00008825   -2 03 27.8
 TF2373
 TF2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2373!SPC ND N     -   0.99992263  x   1.00006362  =   0.99998625
 TF2373!UTM  14      -   0.99992263  x   1.00008825  =   1.00001087
 TF2373
 TF2373:                Primary Azimuth Mark                     Grid Az
 TF2373:SPC ND N     -  BOUNDARY MON 656 CD US                   270 49 39.5
 TF2373:UTM  14      -  BOUNDARY MON 656 CD US                   271 58 23.9
 TF2373
 TF2373|---------------------------------------------------------------------|
 TF2373| PID    Reference Object                     Distance      Geod. Az  |
 TF2373|                                                           dddmmss.s |
 TF2373| TF2372 BOUNDARY MON 656 CD US              APPROX. 2.1 KM 2695456.1 |
 TF2373|---------------------------------------------------------------------|
 TF2373
 TF2373                          SUPERSEDED SURVEY CONTROL
 TF2373
 TF2373  NAD 83(1986)-  48 59 57.28883(N)    101 43 32.41697(W) AD(       ) 3
 TF2373
 TF2373.Superseded values are not recommended for survey control.
 TF2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2373.See file dsdata.txt to determine how the superseded data were derived.
 TF2373
 TF2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0064530952(NAD 83)
 TF2373_MARKER: Z = SEE DESCRIPTION
 TF2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2373+STABILITY: SURFACE MOTION
 TF2373
 TF2373  HISTORY     - Date     Condition        Report By
 TF2373  HISTORY     - 1910     MONUMENTED       IBC
 TF2373  HISTORY     - 1975     GOOD             IBC
 TF2373
 TF2373                          STATION DESCRIPTION
 TF2373
 TF2373'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2373'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2373'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2373'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2373'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2373'
 TF2373'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2373'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2373'---OCTOBER 20, 1818---.
 TF2373'
 TF2373'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2373'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2373'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2373'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2373'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2373'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2373'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2373'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2373'
 TF2373'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2373'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2373'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2373'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2373'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2373'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2373'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2373'AND---CANADA---ON THE WEST SIDE.
 TF2373'
 TF2373'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2373'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2373'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2373'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2373'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2373
 TF2373                          STATION RECOVERY (1975)
 TF2373
 TF2373'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2374 ***********************************************************************
 TF2374  DESIGNATION -  BOUNDARY MON 658 CD US
 TF2374  PID         -  TF2374
 TF2374  STATE/COUNTY-  ND/RENVILLE
 TF2374  USGS QUAD   -  SHERWOOD (1949)
 TF2374
 TF2374                         *CURRENT SURVEY CONTROL
 TF2374  ___________________________________________________________________
 TF2374* NAD 83(1996)-  48 59 57.38542(N)    101 41 54.22168(W)     ADJUSTED  
 TF2374* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 TF2374  ___________________________________________________________________
 TF2374  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 TF2374  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 TF2374
 TF2374  HORZ ORDER  -  THIRD
 TF2374
 TF2374.The horizontal coordinates were established by classical geodetic methods
 TF2374.and adjusted by the National Geodetic Survey in January 1998..
 TF2374
 TF2374.The orthometric height was scaled from a topographic map.
 TF2374
 TF2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2374
 TF2374.The geoid height was determined by GEOID03.
 TF2374
 TF2374;                    North         East     Units Scale Factor Converg.
 TF2374;SPC ND N     -   222,979.506   512,307.981   MT  1.00006363   -0 53 30.4
 TF2374;SPC ND N     -   731,560.06  1,680,800.46   iFT  1.00006363   -0 53 30.4
 TF2374;UTM  14      - 5,430,883.675   302,639.801   MT  1.00007853   -2 02 13.7
 TF2374
 TF2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2374!SPC ND N     -   0.99992295  x   1.00006363  =   0.99998658
 TF2374!UTM  14      -   0.99992295  x   1.00007853  =   1.00000147
 TF2374
 TF2374:                Primary Azimuth Mark                     Grid Az
 TF2374:SPC ND N     -  BOUNDARY MON 659 CD US                   090 46 55.6
 TF2374:UTM  14      -  BOUNDARY MON 659 CD US                   091 55 38.9
 TF2374
 TF2374|---------------------------------------------------------------------|
 TF2374| PID    Reference Object                     Distance      Geod. Az  |
 TF2374|                                                           dddmmss.s |
 TF2374| TF2375 BOUNDARY MON 659 CD US              APPROX. 1.9 KM 0895325.2 |
 TF2374|---------------------------------------------------------------------|
 TF2374
 TF2374                          SUPERSEDED SURVEY CONTROL
 TF2374
 TF2374  NAD 83(1986)-  48 59 57.39892(N)    101 41 54.24549(W) AD(       ) 3
 TF2374
 TF2374.Superseded values are not recommended for survey control.
 TF2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2374.See file dsdata.txt to determine how the superseded data were derived.
 TF2374
 TF2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0264030884(NAD 83)
 TF2374_MARKER: Z = SEE DESCRIPTION
 TF2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2374_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2374+STABILITY: SURFACE MOTION
 TF2374
 TF2374  HISTORY     - Date     Condition        Report By
 TF2374  HISTORY     - 1910     MONUMENTED       IBC
 TF2374  HISTORY     - 1966     GOOD             IBC
 TF2374  HISTORY     - 1975     GOOD             IBC
 TF2374
 TF2374                          STATION DESCRIPTION
 TF2374
 TF2374'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2374'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2374'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2374'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2374'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2374'
 TF2374'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2374'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2374'---OCTOBER 20, 1818---.
 TF2374'
 TF2374'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2374'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2374'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2374'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2374'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2374'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2374'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2374'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2374'
 TF2374'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2374'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2374'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2374'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2374'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2374'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2374'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2374'AND---CANADA---ON THE WEST SIDE.
 TF2374'
 TF2374'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2374'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2374'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2374'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2374'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2374
 TF2374                          STATION RECOVERY (1966)
 TF2374
 TF2374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2374'RECOVERED IN GOOD CONDITION.
 TF2374
 TF2374                          STATION RECOVERY (1975)
 TF2374
 TF2374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2375 ***********************************************************************
 TF2375  DESIGNATION -  BOUNDARY MON 659 CD US
 TF2375  PID         -  TF2375
 TF2375  STATE/COUNTY-  ND/RENVILLE
 TF2375  USGS QUAD   -  SHERWOOD (1949)
 TF2375
 TF2375                         *CURRENT SURVEY CONTROL
 TF2375  ___________________________________________________________________
 TF2375* NAD 83(1996)-  48 59 57.49050(N)    101 40 22.77955(W)     ADJUSTED  
 TF2375* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 TF2375  ___________________________________________________________________
 TF2375  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 TF2375  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 TF2375
 TF2375  HORZ ORDER  -  THIRD
 TF2375
 TF2375.The horizontal coordinates were established by classical geodetic methods
 TF2375.and adjusted by the National Geodetic Survey in January 1998..
 TF2375
 TF2375.The orthometric height was scaled from a topographic map.
 TF2375
 TF2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2375
 TF2375.The geoid height was determined by GEOID03.
 TF2375
 TF2375;                    North         East     Units Scale Factor Converg.
 TF2375;SPC ND N     -   222,954.130   514,166.562   MT  1.00006364   -0 52 22.3
 TF2375;SPC ND N     -   731,476.80  1,686,898.17   iFT  1.00006364   -0 52 22.3
 TF2375;UTM  14      - 5,430,821.156   304,497.523   MT  1.00006956   -2 01 04.6
 TF2375
 TF2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2375!SPC ND N     -   0.99992405  x   1.00006364  =   0.99998769
 TF2375!UTM  14      -   0.99992405  x   1.00006956  =   0.99999361
 TF2375
 TF2375:                Primary Azimuth Mark                     Grid Az
 TF2375:SPC ND N     -  BOUNDARY MON 658 CD US                   270 46 56.6
 TF2375:UTM  14      -  BOUNDARY MON 658 CD US                   271 55 38.9
 TF2375
 TF2375|---------------------------------------------------------------------|
 TF2375| PID    Reference Object                     Distance      Geod. Az  |
 TF2375|                                                           dddmmss.s |
 TF2375| TF2374 BOUNDARY MON 658 CD US              APPROX. 1.9 KM 2695434.3 |
 TF2375|---------------------------------------------------------------------|
 TF2375
 TF2375                          SUPERSEDED SURVEY CONTROL
 TF2375
 TF2375  NAD 83(1986)-  48 59 57.50620(N)    101 40 22.79929(W) AD(       ) 3
 TF2375
 TF2375.Superseded values are not recommended for survey control.
 TF2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2375.See file dsdata.txt to determine how the superseded data were derived.
 TF2375
 TF2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0449830821(NAD 83)
 TF2375_MARKER: Z = SEE DESCRIPTION
 TF2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2375+STABILITY: SURFACE MOTION
 TF2375
 TF2375  HISTORY     - Date     Condition        Report By
 TF2375  HISTORY     - 1910     MONUMENTED       IBC
 TF2375  HISTORY     - 1966     GOOD             IBC
 TF2375  HISTORY     - 1975     GOOD             IBC
 TF2375
 TF2375                          STATION DESCRIPTION
 TF2375
 TF2375'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2375'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2375'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2375'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2375'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2375'
 TF2375'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2375'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2375'---OCTOBER 20, 1818---.
 TF2375'
 TF2375'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2375'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2375'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2375'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2375'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2375'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2375'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2375'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2375'
 TF2375'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2375'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2375'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2375'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2375'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2375'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2375'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2375'AND---CANADA---ON THE WEST SIDE.
 TF2375'
 TF2375'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2375'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2375'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2375'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2375'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2375
 TF2375                          STATION RECOVERY (1966)
 TF2375
 TF2375'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2375'RECOVERED IN GOOD CONDITION.
 TF2375
 TF2375                          STATION RECOVERY (1975)
 TF2375
 TF2375'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2378 ***********************************************************************
 TF2378  DESIGNATION -  BOUNDARY MON 660 A 66
 TF2378  PID         -  TF2378
 TF2378  STATE/COUNTY-  ND/RENVILLE
 TF2378  USGS QUAD   -  SHERWOOD (1949)
 TF2378
 TF2378                         *CURRENT SURVEY CONTROL
 TF2378  ___________________________________________________________________
 TF2378* NAD 83(1996)-  48 59 57.67473(N)    101 37 41.41459(W)     ADJUSTED  
 TF2378* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 TF2378  ___________________________________________________________________
 TF2378  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 TF2378  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TF2378
 TF2378  HORZ ORDER  -  THIRD
 TF2378
 TF2378.The horizontal coordinates were established by classical geodetic methods
 TF2378.and adjusted by the National Geodetic Survey in January 1998..
 TF2378
 TF2378.The orthometric height was scaled from a topographic map.
 TF2378
 TF2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2378
 TF2378.The geoid height was determined by GEOID03.
 TF2378
 TF2378;                    North         East     Units Scale Factor Converg.
 TF2378;SPC ND N     -   222,910.808   517,446.357   MT  1.00006365   -0 50 22.2
 TF2378;SPC ND N     -   731,334.67  1,697,658.65   iFT  1.00006365   -0 50 22.2
 TF2378;UTM  14      - 5,430,712.313   307,775.792   MT  1.00005394   -1 59 02.7
 TF2378
 TF2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2378!SPC ND N     -   0.99992563  x   1.00006365  =   0.99998928
 TF2378!UTM  14      -   0.99992563  x   1.00005394  =   0.99997957
 TF2378
 TF2378|---------------------------------------------------------------------|
 TF2378| PID    Reference Object                     Distance      Geod. Az  |
 TF2378|                                                           dddmmss.s |
 TF2378| TF2380 BOUNDARY MON 660 B 66                49.018 METERS 08954     |
 TF2378| TF2376 BOUNDARY MON 660 CD US              APPROX. 1.4 KM 2695419.3 |
 TF2378|---------------------------------------------------------------------|
 TF2378
 TF2378                          SUPERSEDED SURVEY CONTROL
 TF2378
 TF2378  NAD 83(1986)-  48 59 57.68551(N)    101 37 41.42881(W) AD(       ) 3
 TF2378
 TF2378.Superseded values are not recommended for survey control.
 TF2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2378.See file dsdata.txt to determine how the superseded data were derived.
 TF2378
 TF2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0777630712(NAD 83)
 TF2378_MARKER: U = CONCRETE POST
 TF2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2378+STABILITY: SURFACE MOTION
 TF2378
 TF2378  HISTORY     - Date     Condition        Report By
 TF2378  HISTORY     - 1966     MONUMENTED       IBC
 TF2378  HISTORY     - 1971     GOOD             IBC
 TF2378  HISTORY     - 1975     GOOD             IBC
 TF2378
 TF2378                          STATION DESCRIPTION
 TF2378
 TF2378'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TF2378'MONUMENTS 660-A AND 660-B WERE MOVED EAST OF THE OLD CROSSING TO MARK
 TF2378'CROSSING BETWEEN SASKATCHEWAN HIGHWAY NO 8 AND US HIGHWAY NO 28.
 TF2378
 TF2378                          STATION RECOVERY (1971)
 TF2378
 TF2378'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2378'RECOVERED IN GOOD CONDITION.
 TF2378
 TF2378                          STATION RECOVERY (1975)
 TF2378
 TF2378'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2380 ***********************************************************************
 TF2380  DESIGNATION -  BOUNDARY MON 660 B 66
 TF2380  PID         -  TF2380
 TF2380  STATE/COUNTY-  ND/RENVILLE
 TF2380  USGS QUAD   -  SHERWOOD (1949)
 TF2380
 TF2380                         *CURRENT SURVEY CONTROL
 TF2380  ___________________________________________________________________
 TF2380* NAD 83(1996)-  48 59 57.67735(N)    101 37 39.00299(W)     ADJUSTED  
 TF2380* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 TF2380  ___________________________________________________________________
 TF2380  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 TF2380  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TF2380
 TF2380  HORZ ORDER  -  THIRD
 TF2380
 TF2380.The horizontal coordinates were established by classical geodetic methods
 TF2380.and adjusted by the National Geodetic Survey in January 1998..
 TF2380
 TF2380.The orthometric height was scaled from a topographic map.
 TF2380
 TF2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2380
 TF2380.The geoid height was determined by GEOID03.
 TF2380
 TF2380;                    North         East     Units Scale Factor Converg.
 TF2380;SPC ND N     -   222,910.170   517,495.374   MT  1.00006365   -0 50 20.4
 TF2380;SPC ND N     -   731,332.58  1,697,819.47   iFT  1.00006365   -0 50 20.4
 TF2380;UTM  14      - 5,430,710.697   307,824.785   MT  1.00005371   -1 59 00.9
 TF2380
 TF2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2380!SPC ND N     -   0.99992563  x   1.00006365  =   0.99998928
 TF2380!UTM  14      -   0.99992563  x   1.00005371  =   0.99997934
 TF2380
 TF2380:                Primary Azimuth Mark                     Grid Az
 TF2380:SPC ND N     -  BOUNDARY MON 661 CD US                   090 44 41.0
 TF2380:UTM  14      -  BOUNDARY MON 661 CD US                   091 53 21.5
 TF2380
 TF2380|---------------------------------------------------------------------|
 TF2380| PID    Reference Object                     Distance      Geod. Az  |
 TF2380|                                                           dddmmss.s |
 TF2380| TF2381 BOUNDARY MON 661 CD US              APPROX. 0.8 KM 0895420.6 |
 TF2380| TF2378 BOUNDARY MON 660 A 66                49.018 METERS 26954     |
 TF2380|---------------------------------------------------------------------|
 TF2380
 TF2380                          SUPERSEDED SURVEY CONTROL
 TF2380
 TF2380  NAD 83(1986)-  48 59 57.68800(N)    101 37 39.01706(W) AD(       ) 3
 TF2380
 TF2380.Superseded values are not recommended for survey control.
 TF2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2380.See file dsdata.txt to determine how the superseded data were derived.
 TF2380
 TF2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0782530711(NAD 83)
 TF2380_MARKER: U = CONCRETE POST
 TF2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2380+STABILITY: SURFACE MOTION
 TF2380
 TF2380  HISTORY     - Date     Condition        Report By
 TF2380  HISTORY     - 1966     MONUMENTED       IBC
 TF2380  HISTORY     - 1971     GOOD             IBC
 TF2380  HISTORY     - 1975     GOOD             IBC
 TF2380
 TF2380                          STATION DESCRIPTION
 TF2380
 TF2380'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TF2380'MONUMENTS 660-A AND 660-B WERE MOVED EAST OF THE OLD CROSSING TO MARK
 TF2380'CROSSING BETWEEN SASKATCHEWAN HIGHWAY NO 8 AND US HIGHWAY NO 28.
 TF2380
 TF2380                          STATION RECOVERY (1971)
 TF2380
 TF2380'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2380'RECOVERED IN GOOD CONDITION.
 TF2380
 TF2380                          STATION RECOVERY (1975)
 TF2380
 TF2380'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2376 ***********************************************************************
 TF2376  DESIGNATION -  BOUNDARY MON 660 CD US
 TF2376  PID         -  TF2376
 TF2376  STATE/COUNTY-  ND/RENVILLE
 TF2376  USGS QUAD   -  SHERWOOD (1949)
 TF2376
 TF2376                         *CURRENT SURVEY CONTROL
 TF2376  ___________________________________________________________________
 TF2376* NAD 83(1996)-  48 59 57.59392(N)    101 38 50.48130(W)     ADJUSTED  
 TF2376* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 TF2376  ___________________________________________________________________
 TF2376  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TF2376  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF2376
 TF2376  HORZ ORDER  -  THIRD
 TF2376
 TF2376.The horizontal coordinates were established by classical geodetic methods
 TF2376.and adjusted by the National Geodetic Survey in January 1998..
 TF2376
 TF2376.The orthometric height was scaled from a topographic map.
 TF2376
 TF2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2376
 TF2376.The geoid height was determined by GEOID03.
 TF2376
 TF2376;                    North         East     Units Scale Factor Converg.
 TF2376;SPC ND N     -   222,929.056   516,042.550   MT  1.00006365   -0 51 13.6
 TF2376;SPC ND N     -   731,394.54  1,693,052.99   iFT  1.00006365   -0 51 13.6
 TF2376;UTM  14      - 5,430,758.602   306,372.639   MT  1.00006059   -1 59 54.9
 TF2376
 TF2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2376!SPC ND N     -   0.99992469  x   1.00006365  =   0.99998833
 TF2376!UTM  14      -   0.99992469  x   1.00006059  =   0.99998527
 TF2376
 TF2376:                Primary Azimuth Mark                     Grid Az
 TF2376:SPC ND N     -  BOUNDARY MON 659 CD US                   270 45 57.2
 TF2376:UTM  14      -  BOUNDARY MON 659 CD US                   271 54 38.5
 TF2376
 TF2376|---------------------------------------------------------------------|
 TF2376| PID    Reference Object                     Distance      Geod. Az  |
 TF2376|                                                           dddmmss.s |
 TF2376| TF2375 BOUNDARY MON 659 CD US              APPROX. 1.9 KM 2695443.6 |
 TF2376|---------------------------------------------------------------------|
 TF2376
 TF2376                          SUPERSEDED SURVEY CONTROL
 TF2376
 TF2376  NAD 83(1986)-  48 59 57.60763(N)    101 38 50.49694(W) AD(       ) 3
 TF2376
 TF2376.Superseded values are not recommended for survey control.
 TF2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2376.See file dsdata.txt to determine how the superseded data were derived.
 TF2376
 TF2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0637330759(NAD 83)
 TF2376_MARKER: Z = SEE DESCRIPTION
 TF2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2376+STABILITY: SURFACE MOTION
 TF2376
 TF2376  HISTORY     - Date     Condition        Report By
 TF2376  HISTORY     - 1910     MONUMENTED       IBC
 TF2376  HISTORY     - 1938     GOOD             IBC
 TF2376  HISTORY     - 1975     GOOD             IBC
 TF2376
 TF2376                          STATION DESCRIPTION
 TF2376
 TF2376'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2376'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2376'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2376'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2376'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2376'
 TF2376'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2376'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2376'---OCTOBER 20, 1818---.
 TF2376'
 TF2376'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2376'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2376'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2376'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2376'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2376'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2376'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2376'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2376'
 TF2376'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2376'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2376'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2376'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2376'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2376'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2376'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2376'AND---CANADA---ON THE WEST SIDE.
 TF2376'
 TF2376'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2376'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2376'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2376'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2376'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2376
 TF2376                          STATION RECOVERY (1938)
 TF2376
 TF2376'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2376'RECOVERED IN GOOD CONDITION.
 TF2376
 TF2376                          STATION RECOVERY (1975)
 TF2376
 TF2376'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2381 ***********************************************************************
 TF2381  DESIGNATION -  BOUNDARY MON 661 CD US
 TF2381  PID         -  TF2381
 TF2381  STATE/COUNTY-  ND/RENVILLE
 TF2381  USGS QUAD   -  MOHALL NE (1949)
 TF2381
 TF2381                         *CURRENT SURVEY CONTROL
 TF2381  ___________________________________________________________________
 TF2381* NAD 83(1996)-  48 59 57.71647(N)    101 37 01.28370(W)     ADJUSTED  
 TF2381* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 TF2381  ___________________________________________________________________
 TF2381  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 TF2381  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 TF2381
 TF2381  HORZ ORDER  -  THIRD
 TF2381
 TF2381.The horizontal coordinates were established by classical geodetic methods
 TF2381.and adjusted by the National Geodetic Survey in January 1998..
 TF2381
 TF2381.The orthometric height was scaled from a topographic map.
 TF2381
 TF2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2381
 TF2381.The geoid height was determined by GEOID03.
 TF2381
 TF2381;                    North         East     Units Scale Factor Converg.
 TF2381;SPC ND N     -   222,900.204   518,262.032   MT  1.00006366   -0 49 52.4
 TF2381;SPC ND N     -   731,299.88  1,700,334.75   iFT  1.00006366   -0 49 52.4
 TF2381;UTM  14      - 5,430,685.420   308,591.082   MT  1.00005010   -1 58 32.4
 TF2381
 TF2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2381!SPC ND N     -   0.99992610  x   1.00006366  =   0.99998976
 TF2381!UTM  14      -   0.99992610  x   1.00005010  =   0.99997620
 TF2381
 TF2381:                Primary Azimuth Mark                     Grid Az
 TF2381:SPC ND N     -  BOUNDARY MON 660 CD US                   270 44 41.8
 TF2381:UTM  14      -  BOUNDARY MON 660 CD US                   271 53 21.8
 TF2381
 TF2381|---------------------------------------------------------------------|
 TF2381| PID    Reference Object                     Distance      Geod. Az  |
 TF2381|                                                           dddmmss.s |
 TF2381| TF2376 BOUNDARY MON 660 CD US              APPROX. 2.2 KM 2695449.4 |
 TF2381|---------------------------------------------------------------------|
 TF2381
 TF2381                          SUPERSEDED SURVEY CONTROL
 TF2381
 TF2381  NAD 83(1986)-  48 59 57.72506(N)    101 37 01.29641(W) AD(       ) 3
 TF2381
 TF2381.Superseded values are not recommended for survey control.
 TF2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2381.See file dsdata.txt to determine how the superseded data were derived.
 TF2381
 TF2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0859130685(NAD 83)
 TF2381_MARKER: Z = SEE DESCRIPTION
 TF2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2381+STABILITY: SURFACE MOTION
 TF2381
 TF2381  HISTORY     - Date     Condition        Report By
 TF2381  HISTORY     - 1910     MONUMENTED       IBC
 TF2381  HISTORY     - 1938     GOOD             IBC
 TF2381  HISTORY     - 1975     GOOD             IBC
 TF2381
 TF2381                          STATION DESCRIPTION
 TF2381
 TF2381'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2381'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2381'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2381'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2381'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2381'
 TF2381'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2381'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2381'---OCTOBER 20, 1818---.
 TF2381'
 TF2381'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2381'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2381'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2381'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2381'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2381'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2381'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2381'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2381'
 TF2381'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2381'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2381'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2381'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2381'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2381'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2381'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2381'AND---CANADA---ON THE WEST SIDE.
 TF2381'
 TF2381'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2381'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2381'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2381'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2381'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2381
 TF2381                          STATION RECOVERY (1938)
 TF2381
 TF2381'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2381'RECOVERED IN GOOD CONDITION.
 TF2381
 TF2381                          STATION RECOVERY (1975)
 TF2381
 TF2381'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2382 ***********************************************************************
 TF2382  DESIGNATION -  BOUNDARY MON 662 CD US
 TF2382  PID         -  TF2382
 TF2382  STATE/COUNTY-  ND/RENVILLE
 TF2382  USGS QUAD   -  MOHALL NE (1949)
 TF2382
 TF2382                         *CURRENT SURVEY CONTROL
 TF2382  ___________________________________________________________________
 TF2382* NAD 83(1996)-  48 59 57.83040(N)    101 35 17.12840(W)     ADJUSTED  
 TF2382* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 TF2382  ___________________________________________________________________
 TF2382  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 TF2382  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 TF2382
 TF2382  HORZ ORDER  -  THIRD
 TF2382
 TF2382.The horizontal coordinates were established by classical geodetic methods
 TF2382.and adjusted by the National Geodetic Survey in January 1998..
 TF2382
 TF2382.The orthometric height was scaled from a topographic map.
 TF2382
 TF2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2382
 TF2382.The geoid height was determined by GEOID03.
 TF2382
 TF2382;                    North         East     Units Scale Factor Converg.
 TF2382;SPC ND N     -   222,873.407   520,379.035   MT  1.00006366   -0 48 34.9
 TF2382;SPC ND N     -   731,211.97  1,707,280.30   iFT  1.00006366   -0 48 34.9
 TF2382;UTM  14      - 5,430,616.353   310,707.089   MT  1.00004020   -1 57 13.7
 TF2382
 TF2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2382!SPC ND N     -   0.99992501  x   1.00006366  =   0.99998867
 TF2382!UTM  14      -   0.99992501  x   1.00004020  =   0.99996521
 TF2382
 TF2382:                Primary Azimuth Mark                     Grid Az
 TF2382:SPC ND N     -  BOUNDARY MON 661 CD US                   270 43 31.3
 TF2382:UTM  14      -  BOUNDARY MON 661 CD US                   271 52 10.1
 TF2382
 TF2382|---------------------------------------------------------------------|
 TF2382| PID    Reference Object                     Distance      Geod. Az  |
 TF2382|                                                           dddmmss.s |
 TF2382| TF2381 BOUNDARY MON 661 CD US              APPROX. 2.1 KM 2695456.4 |
 TF2382|---------------------------------------------------------------------|
 TF2382
 TF2382                          SUPERSEDED SURVEY CONTROL
 TF2382
 TF2382  NAD 83(1986)-  48 59 57.83266(N)    101 35 17.13702(W) AD(       ) 3
 TF2382
 TF2382.Superseded values are not recommended for survey control.
 TF2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2382.See file dsdata.txt to determine how the superseded data were derived.
 TF2382
 TF2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1070730616(NAD 83)
 TF2382_MARKER: Z = SEE DESCRIPTION
 TF2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2382+STABILITY: SURFACE MOTION
 TF2382
 TF2382  HISTORY     - Date     Condition        Report By
 TF2382  HISTORY     - 1910     MONUMENTED       IBC
 TF2382  HISTORY     - 1975     GOOD             IBC
 TF2382
 TF2382                          STATION DESCRIPTION
 TF2382
 TF2382'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2382'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2382'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2382'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2382'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2382'
 TF2382'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2382'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2382'---OCTOBER 20, 1818---.
 TF2382'
 TF2382'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2382'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2382'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2382'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2382'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2382'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2382'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2382'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2382'
 TF2382'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2382'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2382'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2382'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2382'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2382'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2382'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2382'AND---CANADA---ON THE WEST SIDE.
 TF2382'
 TF2382'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2382'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2382'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2382'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2382'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2382
 TF2382                          STATION RECOVERY (1975)
 TF2382
 TF2382'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2383 ***********************************************************************
 TF2383  DESIGNATION -  BOUNDARY MON 663 CD US
 TF2383  PID         -  TF2383
 TF2383  STATE/COUNTY-  ND/RENVILLE
 TF2383  USGS QUAD   -  MOHALL NE (1949)
 TF2383
 TF2383                         *CURRENT SURVEY CONTROL
 TF2383  ___________________________________________________________________
 TF2383* NAD 83(1996)-  48 59 57.96137(N)    101 33 30.47863(W)     ADJUSTED  
 TF2383* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 TF2383  ___________________________________________________________________
 TF2383  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 TF2383  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 TF2383
 TF2383  HORZ ORDER  -  THIRD
 TF2383
 TF2383.The horizontal coordinates were established by classical geodetic methods
 TF2383.and adjusted by the National Geodetic Survey in January 1998..
 TF2383
 TF2383.The orthometric height was scaled from a topographic map.
 TF2383
 TF2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2383
 TF2383.The geoid height was determined by GEOID03.
 TF2383
 TF2383;                    North         East     Units Scale Factor Converg.
 TF2383;SPC ND N     -   222,847.236   522,546.753   MT  1.00006368   -0 47 15.5
 TF2383;SPC ND N     -   731,126.10  1,714,392.23   iFT  1.00006368   -0 47 15.5
 TF2383;UTM  14      - 5,430,546.910   312,873.791   MT  1.00003018   -1 55 53.2
 TF2383
 TF2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2383!SPC ND N     -   0.99992564  x   1.00006368  =   0.99998932
 TF2383!UTM  14      -   0.99992564  x   1.00003018  =   0.99995582
 TF2383
 TF2383:                Primary Azimuth Mark                     Grid Az
 TF2383:SPC ND N     -  BOUNDARY MON 662 CD US                   270 41 30.8
 TF2383:UTM  14      -  BOUNDARY MON 662 CD US                   271 50 08.5
 TF2383
 TF2383|---------------------------------------------------------------------|
 TF2383| PID    Reference Object                     Distance      Geod. Az  |
 TF2383|                                                           dddmmss.s |
 TF2383| TF2382 BOUNDARY MON 662 CD US              APPROX. 2.2 KM 2695415.3 |
 TF2383|---------------------------------------------------------------------|
 TF2383
 TF2383                          SUPERSEDED SURVEY CONTROL
 TF2383
 TF2383  NAD 83(1986)-  48 59 57.95747(N)    101 33 30.48350(W) AD(       ) 3
 TF2383
 TF2383.Superseded values are not recommended for survey control.
 TF2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2383.See file dsdata.txt to determine how the superseded data were derived.
 TF2383
 TF2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1287430547(NAD 83)
 TF2383_MARKER: Z = SEE DESCRIPTION
 TF2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2383+STABILITY: SURFACE MOTION
 TF2383
 TF2383  HISTORY     - Date     Condition        Report By
 TF2383  HISTORY     - 1910     MONUMENTED       IBC
 TF2383  HISTORY     - 1975     GOOD             IBC
 TF2383
 TF2383                          STATION DESCRIPTION
 TF2383
 TF2383'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2383'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2383'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2383'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2383'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2383'
 TF2383'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2383'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2383'---OCTOBER 20, 1818---.
 TF2383'
 TF2383'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2383'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2383'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2383'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2383'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2383'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2383'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2383'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2383'
 TF2383'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2383'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2383'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2383'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2383'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2383'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2383'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2383'AND---CANADA---ON THE WEST SIDE.
 TF2383'
 TF2383'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2383'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2383'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2383'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2383'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2383
 TF2383                          STATION RECOVERY (1975)
 TF2383
 TF2383'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2385 ***********************************************************************
 TF2385  DESIGNATION -  BOUNDARY MON 664 CD US
 TF2385  PID         -  TF2385
 TF2385  STATE/COUNTY-  ND/RENVILLE
 TF2385  USGS QUAD   -  MOHALL NE (1949)
 TF2385
 TF2385                         *CURRENT SURVEY CONTROL
 TF2385  ___________________________________________________________________
 TF2385* NAD 83(1996)-  48 59 58.09159(N)    101 31 45.78194(W)     ADJUSTED  
 TF2385* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 TF2385  ___________________________________________________________________
 TF2385  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 TF2385  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 TF2385
 TF2385  HORZ ORDER  -  THIRD
 TF2385
 TF2385.The horizontal coordinates were established by classical geodetic methods
 TF2385.and adjusted by the National Geodetic Survey in January 1998..
 TF2385
 TF2385.The orthometric height was scaled from a topographic map.
 TF2385
 TF2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2385
 TF2385.The geoid height was determined by GEOID03.
 TF2385
 TF2385;                    North         East     Units Scale Factor Converg.
 TF2385;SPC ND N     -   222,822.405   524,674.784   MT  1.00006369   -0 45 57.6
 TF2385;SPC ND N     -   731,044.64  1,721,373.96   iFT  1.00006369   -0 45 57.6
 TF2385;UTM  14      - 5,430,479.614   315,000.820   MT  1.00002046   -1 54 34.1
 TF2385
 TF2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2385!SPC ND N     -   0.99992596  x   1.00006369  =   0.99998965
 TF2385!UTM  14      -   0.99992596  x   1.00002046  =   0.99994642
 TF2385
 TF2385:                Primary Azimuth Mark                     Grid Az
 TF2385:SPC ND N     -  BOUNDARY MON 663 CD US                   270 40 07.2
 TF2385:UTM  14      -  BOUNDARY MON 663 CD US                   271 48 43.7
 TF2385
 TF2385|---------------------------------------------------------------------|
 TF2385| PID    Reference Object                     Distance      Geod. Az  |
 TF2385|                                                           dddmmss.s |
 TF2385| TF2383 BOUNDARY MON 663 CD US              APPROX. 2.1 KM 2695409.6 |
 TF2385|---------------------------------------------------------------------|
 TF2385
 TF2385                          SUPERSEDED SURVEY CONTROL
 TF2385
 TF2385  NAD 83(1986)-  48 59 58.08300(N)    101 31 45.78309(W) AD(       ) 3
 TF2385
 TF2385.Superseded values are not recommended for survey control.
 TF2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2385.See file dsdata.txt to determine how the superseded data were derived.
 TF2385
 TF2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1500130480(NAD 83)
 TF2385_MARKER: Z = SEE DESCRIPTION
 TF2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2385+STABILITY: SURFACE MOTION
 TF2385
 TF2385  HISTORY     - Date     Condition        Report By
 TF2385  HISTORY     - 1910     MONUMENTED       IBC
 TF2385  HISTORY     - 1975     GOOD             IBC
 TF2385
 TF2385                          STATION DESCRIPTION
 TF2385
 TF2385'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2385'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2385'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2385'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2385'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2385'
 TF2385'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2385'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2385'---OCTOBER 20, 1818---.
 TF2385'
 TF2385'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2385'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2385'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2385'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2385'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2385'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2385'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2385'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2385'
 TF2385'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2385'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2385'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2385'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2385'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2385'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2385'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2385'AND---CANADA---ON THE WEST SIDE.
 TF2385'
 TF2385'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2385'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2385'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2385'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2385'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2385
 TF2385                          STATION RECOVERY (1975)
 TF2385
 TF2385'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2296 ***********************************************************************
 TF2296  DESIGNATION -  BOUNDARY MON 665 CD US
 TF2296  PID         -  TF2296
 TF2296  STATE/COUNTY-  ND/RENVILLE
 TF2296  USGS QUAD   -  MOHALL NE (1949)
 TF2296
 TF2296                         *CURRENT SURVEY CONTROL
 TF2296  ___________________________________________________________________
 TF2296* NAD 83(1996)-  48 59 58.19002(N)    101 30 21.88693(W)     ADJUSTED  
 TF2296* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 TF2296  ___________________________________________________________________
 TF2296  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 TF2296  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF2296
 TF2296  HORZ ORDER  -  THIRD
 TF2296
 TF2296.The horizontal coordinates were established by classical geodetic methods
 TF2296.and adjusted by the National Geodetic Survey in January 1998..
 TF2296
 TF2296.The orthometric height was scaled from a topographic map.
 TF2296
 TF2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2296
 TF2296.The geoid height was determined by GEOID03.
 TF2296
 TF2296;                    North         East     Units Scale Factor Converg.
 TF2296;SPC ND N     -   222,802.905   526,380.009   MT  1.00006369   -0 44 55.2
 TF2296;SPC ND N     -   730,980.66  1,726,968.53   iFT  1.00006369   -0 44 55.2
 TF2296;UTM  14      - 5,430,426.095   316,705.237   MT  1.00001275   -1 53 30.7
 TF2296
 TF2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2296!SPC ND N     -   0.99992691  x   1.00006369  =   0.99999059
 TF2296!UTM  14      -   0.99992691  x   1.00001275  =   0.99993966
 TF2296
 TF2296:                Primary Azimuth Mark                     Grid Az
 TF2296:SPC ND N     -  BOUNDARY MON 666 CD US                   090 38 25.7
 TF2296:UTM  14      -  BOUNDARY MON 666 CD US                   091 47 01.2
 TF2296
 TF2296|---------------------------------------------------------------------|
 TF2296| PID    Reference Object                     Distance      Geod. Az  |
 TF2296|                                                           dddmmss.s |
 TF2296| TF2297 BOUNDARY MON 666 CD US              APPROX. 1.8 KM 0895330.5 |
 TF2296|---------------------------------------------------------------------|
 TF2296
 TF2296                          SUPERSEDED SURVEY CONTROL
 TF2296
 TF2296  NAD 83(1986)-  48 59 58.16704(N)    101 30 21.88191(W) AD(       ) 3
 TF2296  NAD 83(1986)-  48 59 58.17963(N)    101 30 21.88448(W) AD(       ) 3
 TF2296
 TF2296.Superseded values are not recommended for survey control.
 TF2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2296.See file dsdata.txt to determine how the superseded data were derived.
 TF2296
 TF2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1670530426(NAD 83)
 TF2296_MARKER: Z = SEE DESCRIPTION
 TF2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2296+STABILITY: SURFACE MOTION
 TF2296
 TF2296  HISTORY     - Date     Condition        Report By
 TF2296  HISTORY     - 1910     MONUMENTED       IBC
 TF2296  HISTORY     - 1975     GOOD             IBC
 TF2296
 TF2296                          STATION DESCRIPTION
 TF2296
 TF2296'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2296'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2296'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2296'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2296'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2296'
 TF2296'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2296'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2296'---OCTOBER 20, 1818---.
 TF2296'
 TF2296'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2296'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2296'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2296'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2296'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2296'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2296'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2296'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2296'
 TF2296'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2296'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2296'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2296'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2296'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2296'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2296'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2296'AND---CANADA---ON THE WEST SIDE.
 TF2296'
 TF2296'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2296'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2296'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2296'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2296'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2296
 TF2296                          STATION RECOVERY (1975)
 TF2296
 TF2296'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2297 ***********************************************************************
 TF2297  DESIGNATION -  BOUNDARY MON 666 CD US
 TF2297  PID         -  TF2297
 TF2297  STATE/COUNTY-  ND/BOTTINEAU
 TF2297  USGS QUAD   -  ANTLER NW (1950)
 TF2297
 TF2297                         *CURRENT SURVEY CONTROL
 TF2297  ___________________________________________________________________
 TF2297* NAD 83(1996)-  48 59 58.28847(N)    101 28 55.40636(W)     ADJUSTED  
 TF2297* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 TF2297  ___________________________________________________________________
 TF2297  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TF2297  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF2297
 TF2297  HORZ ORDER  -  THIRD
 TF2297
 TF2297.The horizontal coordinates were established by classical geodetic methods
 TF2297.and adjusted by the National Geodetic Survey in January 1998..
 TF2297.No horizontal observational check was made to the station.
 TF2297
 TF2297.The orthometric height was scaled from a topographic map.
 TF2297
 TF2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2297
 TF2297.The geoid height was determined by GEOID03.
 TF2297
 TF2297;                    North         East     Units Scale Factor Converg.
 TF2297;SPC ND N     -   222,783.252   528,137.792   MT  1.00006370   -0 43 50.8
 TF2297;SPC ND N     -   730,916.18  1,732,735.54   iFT  1.00006370   -0 43 50.8
 TF2297;UTM  14      - 5,430,371.382   318,462.181   MT  1.00000487   -1 52 25.4
 TF2297
 TF2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2297!SPC ND N     -   0.99992691  x   1.00006370  =   0.99999061
 TF2297!UTM  14      -   0.99992691  x   1.00000487  =   0.99993178
 TF2297
 TF2297:                Primary Azimuth Mark                     Grid Az
 TF2297:SPC ND N     -  BOUNDARY MON 665 CD US                   270 38 26.6
 TF2297:UTM  14      -  BOUNDARY MON 665 CD US                   271 47 01.2
 TF2297
 TF2297|---------------------------------------------------------------------|
 TF2297| PID    Reference Object                     Distance      Geod. Az  |
 TF2297|                                                           dddmmss.s |
 TF2297| TF2296 BOUNDARY MON 665 CD US              APPROX. 1.8 KM 2695435.8 |
 TF2297|---------------------------------------------------------------------|
 TF2297
 TF2297                          SUPERSEDED SURVEY CONTROL
 TF2297
 TF2297  NAD 83(1986)-  48 59 58.27839(N)    101 28 55.40205(W) AD(       ) 3
 TF2297
 TF2297.Superseded values are not recommended for survey control.
 TF2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2297.See file dsdata.txt to determine how the superseded data were derived.
 TF2297
 TF2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1846230371(NAD 83)
 TF2297_MARKER: Z = SEE DESCRIPTION
 TF2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2297+STABILITY: SURFACE MOTION
 TF2297
 TF2297  HISTORY     - Date     Condition        Report By
 TF2297  HISTORY     - 1910     MONUMENTED       IBC
 TF2297  HISTORY     - 1975     GOOD             IBC
 TF2297
 TF2297                          STATION DESCRIPTION
 TF2297
 TF2297'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2297'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2297'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2297'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2297'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2297'
 TF2297'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2297'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2297'---OCTOBER 20, 1818---.
 TF2297'
 TF2297'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2297'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2297'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2297'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2297'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2297'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2297'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2297'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2297'
 TF2297'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2297'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2297'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2297'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2297'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2297'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2297'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2297'AND---CANADA---ON THE WEST SIDE.
 TF2297'
 TF2297'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2297'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2297'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2297'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2297'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2297
 TF2297                          STATION RECOVERY (1975)
 TF2297
 TF2297'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2257 ***********************************************************************
 TF2257  DESIGNATION -  BOUNDARY MON 667 CD US
 TF2257  PID         -  TF2257
 TF2257  STATE/COUNTY-  ND/BOTTINEAU
 TF2257  USGS QUAD   -  ANTLER NW (1950)
 TF2257
 TF2257                         *CURRENT SURVEY CONTROL
 TF2257  ___________________________________________________________________
 TF2257* NAD 83(1996)-  48 59 58.29323(N)    101 27 23.95239(W)     ADJUSTED  
 TF2257* NAVD 88     -       488.9    (meters)    1604.     (feet)  VERTCON   
 TF2257  ___________________________________________________________________
 TF2257  X           -    -832,797.819 (meters)                     COMP
 TF2257  Y           -  -4,109,242.377 (meters)                     COMP
 TF2257  Z           -   4,790,878.203 (meters)                     COMP
 TF2257  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 TF2257  ELLIP HEIGHT-         469.12  (meters)          (01/23/98) GPS OBS
 TF2257  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF2257
 TF2257  HORZ ORDER  -  FIRST
 TF2257  ELLP ORDER  -  FOURTH    CLASS I
 TF2257
 TF2257.The horizontal coordinates were established by GPS observations
 TF2257.and adjusted by the National Geodetic Survey in January 1998..
 TF2257
 TF2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2257
 TF2257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2257
 TF2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2257
 TF2257.The ellipsoidal height was determined by GPS observations
 TF2257.and is referenced to NAD 83.
 TF2257
 TF2257.The geoid height was determined by GEOID03.
 TF2257
 TF2257;                    North         East     Units Scale Factor Converg.
 TF2257;SPC ND N     -   222,759.996   529,996.630   MT  1.00006370   -0 42 42.8
 TF2257;SPC ND N     -   730,839.88  1,738,834.09   iFT  1.00006370   -0 42 42.8
 TF2257;UTM  14      - 5,430,311.061   320,320.069   MT  0.99999663   -1 51 16.3
 TF2257
 TF2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2257!SPC ND N     -   0.99992649  x   1.00006370  =   0.99999018
 TF2257!UTM  14      -   0.99992649  x   0.99999663  =   0.99992312
 TF2257
 TF2257:                Primary Azimuth Mark                     Grid Az
 TF2257:SPC ND N     -  BOUNDARY MON 666 CD US                   270 43 01.0
 TF2257:UTM  14      -  BOUNDARY MON 666 CD US                   271 51 34.5
 TF2257
 TF2257|---------------------------------------------------------------------|
 TF2257| PID    Reference Object                     Distance      Geod. Az  |
 TF2257|                                                           dddmmss.s |
 TF2257| TF2297 BOUNDARY MON 666 CD US              APPROX. 1.9 KM 2700018.2 |
 TF2257|---------------------------------------------------------------------|
 TF2257
 TF2257                          SUPERSEDED SURVEY CONTROL
 TF2257
 TF2257  NAD 83(1986)-  48 59 58.29359(N)    101 27 23.94950(W) AD(       ) 1
 TF2257  NGVD 29 (08/25/89)  488.6    (m)         1603.     (f) GPS OBS        
 TF2257
 TF2257.Superseded values are not recommended for survey control.
 TF2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2257.See file dsdata.txt to determine how the superseded data were derived.
 TF2257
 TF2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2032030311(NAD 83)
 TF2257_MARKER: DU = BOUNDARY MARKER
 TF2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TF2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF2257+STABILITY: POSITION/ELEVATION WELL
 TF2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2257+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 TF2257
 TF2257  HISTORY     - Date     Condition        Report By
 TF2257  HISTORY     - 1910     MONUMENTED       IBC
 TF2257  HISTORY     - 1910     GOOD             IBC
 TF2257  HISTORY     - 1975     GOOD             IBC
 TF2257  HISTORY     - 19880908 GOOD             NGS
 TF2257
 TF2257                          STATION DESCRIPTION
 TF2257
 TF2257'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2257'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2257'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2257'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2257'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2257'
 TF2257'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2257'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2257'---OCTOBER 20, 1818---.
 TF2257'
 TF2257'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2257'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2257'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2257'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2257'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2257'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2257'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2257'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2257'
 TF2257'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2257'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2257'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2257'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2257'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2257'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2257'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2257'AND---CANADA---ON THE WEST SIDE.
 TF2257'
 TF2257'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2257'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2257'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2257'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2257'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2257
 TF2257                          STATION RECOVERY (1910)
 TF2257
 TF2257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TF2257'RECOVERED IN GOOD CONDITION.
 TF2257
 TF2257                          STATION RECOVERY (1975)
 TF2257
 TF2257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2257'RECOVERED IN GOOD CONDITION.
 TF2257
 TF2257                          STATION RECOVERY (1988)
 TF2257
 TF2257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF2257'THE MONUMENT IS LOCATED ABOUT 19.71 KM (12.25 MI) SOUTH OF
 TF2257'GAINSBOROUGH, SASKATCHEWAN, 13.28 KM (8.25 MI) NORTHEAST OF SHERWOOD,
 TF2257'NORTH DAKOTA AND ABOUT 11.67 KM (7.25 MI) WEST OF THE ANTLER, NORTH
 TF2257'DAKOTA - LYLETON, MANITOBA BORDER CROSSING.
 TF2257'TO REACH THE MONUMENT FROM THE POST OFFICE IN ANTLER, GO SOUTH ON THE
 TF2257'PAVED STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD INTERSECTION.  TURN
 TF2257'RIGHT AND GO WEST ON A PAVED ROAD FOR 1.29 KM (0.80 MI) TO A STOP
 TF2257'SIGN AT THE INTERSECTION OF STATE HIGHWAY 256.  CONTINUE WEST ON THE
 TF2257'PAVED ROAD FOR 11.26 KM (7.00 MI) TO A TRACK ROAD RIGHT.  TURN RIGHT
 TF2257'AND GO NORTH ON THE TRACK ROAD FOR 3.28 KM (2.05 MI) TO A TRACK ROAD
 TF2257'T-INTERSECTION.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR 0.88 KM
 TF2257'(0.55 MI) TO A FENCE CORNER AT A HAY FIELD.  TURN RIGHT AND GO NORTH
 TF2257'ALONG THE EAST SIDE OF THE HAY FIELD AND WEST SIDE OF THE FENCE FOR
 TF2257'0.48 KM (0.30 MI) TO THE BOUNDARY.  TURN RIGHT AND GO EAST ALONG THE
 TF2257'BOUNDARY FOR 0.56 KM (0.35 MI) TO THE MONUMENT IN A LARGE PILE OF
 TF2257'ROCKS
 TF2257'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.19 M
 TF2257'(3.9 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TF2257'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TF2257'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TF2257'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --667-- IS DRILLED NEAR THE
 TF2257'TOP OF THE EAST SIDE OF THE OBELISK.
 TF2257'THE POINT OCCUPIED BY GPS IS THE APEX OF THE OBELISK.
 TF2257'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2298 ***********************************************************************
 TF2298  DESIGNATION -  BOUNDARY MON 668 CD US
 TF2298  PID         -  TF2298
 TF2298  STATE/COUNTY-  ND/BOTTINEAU
 TF2298  USGS QUAD   -  ANTLER NW (1950)
 TF2298
 TF2298                         *CURRENT SURVEY CONTROL
 TF2298  ___________________________________________________________________
 TF2298* NAD 83(1996)-  48 59 58.29902(N)    101 26 04.56881(W)     ADJUSTED  
 TF2298* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 TF2298  ___________________________________________________________________
 TF2298  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 TF2298  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 TF2298
 TF2298  HORZ ORDER  -  THIRD
 TF2298
 TF2298.The horizontal coordinates were established by classical geodetic methods
 TF2298.and adjusted by the National Geodetic Survey in January 1998..
 TF2298
 TF2298.The orthometric height was scaled from a topographic map.
 TF2298
 TF2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2298
 TF2298.The geoid height was determined by GEOID03.
 TF2298
 TF2298;                    North         East     Units Scale Factor Converg.
 TF2298;SPC ND N     -   222,740.358   531,610.139   MT  1.00006370   -0 41 43.7
 TF2298;SPC ND N     -   730,775.45  1,744,127.75   iFT  1.00006370   -0 41 43.7
 TF2298;UTM  14      - 5,430,259.257   321,932.752   MT  0.99998954   -1 50 16.4
 TF2298
 TF2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2298!SPC ND N     -   0.99992786  x   1.00006370  =   0.99999156
 TF2298!UTM  14      -   0.99992786  x   0.99998954  =   0.99991740
 TF2298
 TF2298:                Primary Azimuth Mark                     Grid Az
 TF2298:SPC ND N     -  BOUNDARY MON 667 CD US                   270 41 50.8
 TF2298:UTM  14      -  BOUNDARY MON 667 CD US                   271 50 23.5
 TF2298
 TF2298|---------------------------------------------------------------------|
 TF2298| PID    Reference Object                     Distance      Geod. Az  |
 TF2298|                                                           dddmmss.s |
 TF2298| TF2257 BOUNDARY MON 667 CD US              APPROX. 1.6 KM 2700007.1 |
 TF2298|---------------------------------------------------------------------|
 TF2298
 TF2298                          SUPERSEDED SURVEY CONTROL
 TF2298
 TF2298  NAD 83(1986)-  48 59 58.30337(N)    101 26 04.56275(W) AD(       ) 3
 TF2298
 TF2298.Superseded values are not recommended for survey control.
 TF2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2298.See file dsdata.txt to determine how the superseded data were derived.
 TF2298
 TF2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2193330259(NAD 83)
 TF2298_MARKER: Z = SEE DESCRIPTION
 TF2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2298+STABILITY: SURFACE MOTION
 TF2298
 TF2298  HISTORY     - Date     Condition        Report By
 TF2298  HISTORY     - 1910     MONUMENTED       IBC
 TF2298  HISTORY     - 1966     GOOD             IBC
 TF2298  HISTORY     - 1975     GOOD             IBC
 TF2298
 TF2298                          STATION DESCRIPTION
 TF2298
 TF2298'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2298'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2298'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2298'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2298'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2298'
 TF2298'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2298'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2298'---OCTOBER 20, 1818---.
 TF2298'
 TF2298'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2298'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2298'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2298'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2298'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2298'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2298'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2298'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2298'
 TF2298'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2298'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2298'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2298'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2298'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2298'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2298'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2298'AND---CANADA---ON THE WEST SIDE.
 TF2298'
 TF2298'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2298'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2298'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2298'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2298'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2298
 TF2298                          STATION RECOVERY (1966)
 TF2298
 TF2298'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2298'RECOVERED IN GOOD CONDITION.
 TF2298
 TF2298                          STATION RECOVERY (1975)
 TF2298
 TF2298'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2299 ***********************************************************************
 TF2299  DESIGNATION -  BOUNDARY MON 669 CD US
 TF2299  PID         -  TF2299
 TF2299  STATE/COUNTY-  ND/BOTTINEAU
 TF2299  USGS QUAD   -  ANTLER NW (1950)
 TF2299
 TF2299                         *CURRENT SURVEY CONTROL
 TF2299  ___________________________________________________________________
 TF2299* NAD 83(1996)-  48 59 58.31390(N)    101 23 54.12259(W)     ADJUSTED  
 TF2299* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 TF2299  ___________________________________________________________________
 TF2299  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 TF2299  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF2299
 TF2299  HORZ ORDER  -  THIRD
 TF2299
 TF2299.The horizontal coordinates were established by classical geodetic methods
 TF2299.and adjusted by the National Geodetic Survey in January 1998..
 TF2299
 TF2299.The orthometric height was scaled from a topographic map.
 TF2299
 TF2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2299
 TF2299.The geoid height was determined by GEOID03.
 TF2299
 TF2299;                    North         East     Units Scale Factor Converg.
 TF2299;SPC ND N     -   222,709.256   534,261.535   MT  1.00006370   -0 40 06.6
 TF2299;SPC ND N     -   730,673.41  1,752,826.56   iFT  1.00006370   -0 40 06.6
 TF2299;UTM  14      - 5,430,175.316   324,582.789   MT  0.99997803   -1 48 37.9
 TF2299
 TF2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2299!SPC ND N     -   0.99992772  x   1.00006370  =   0.99999141
 TF2299!UTM  14      -   0.99992772  x   0.99997803  =   0.99990575
 TF2299
 TF2299:                Primary Azimuth Mark                     Grid Az
 TF2299:SPC ND N     -  BOUNDARY MON 668 CD US                   270 40 20.1
 TF2299:UTM  14      -  BOUNDARY MON 668 CD US                   271 48 51.4
 TF2299
 TF2299|---------------------------------------------------------------------|
 TF2299| PID    Reference Object                     Distance      Geod. Az  |
 TF2299|                                                           dddmmss.s |
 TF2299| TF2298 BOUNDARY MON 668 CD US              APPROX. 2.7 KM 2700013.5 |
 TF2299|---------------------------------------------------------------------|
 TF2299
 TF2299                          SUPERSEDED SURVEY CONTROL
 TF2299
 TF2299  NAD 83(1986)-  48 59 58.31791(N)    101 23 54.11319(W) AD(       ) 3
 TF2299
 TF2299.Superseded values are not recommended for survey control.
 TF2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2299.See file dsdata.txt to determine how the superseded data were derived.
 TF2299
 TF2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2458330175(NAD 83)
 TF2299_MARKER: Z = SEE DESCRIPTION
 TF2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2299+STABILITY: SURFACE MOTION
 TF2299
 TF2299  HISTORY     - Date     Condition        Report By
 TF2299  HISTORY     - 1910     MONUMENTED       IBC
 TF2299  HISTORY     - 1966     GOOD             IBC
 TF2299  HISTORY     - 1975     GOOD             IBC
 TF2299
 TF2299                          STATION DESCRIPTION
 TF2299
 TF2299'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2299'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2299'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2299'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2299'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2299'
 TF2299'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2299'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2299'---OCTOBER 20, 1818---.
 TF2299'
 TF2299'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2299'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2299'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2299'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2299'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2299'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2299'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2299'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2299'
 TF2299'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2299'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2299'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2299'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2299'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2299'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2299'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2299'AND---CANADA---ON THE WEST SIDE.
 TF2299'
 TF2299'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2299'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2299'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2299'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2299'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2299
 TF2299                          STATION RECOVERY (1966)
 TF2299
 TF2299'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2299'RECOVERED IN GOOD CONDITION.
 TF2299
 TF2299                          STATION RECOVERY (1975)
 TF2299
 TF2299'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2301 ***********************************************************************
 TF2301  DESIGNATION -  BOUNDARY MON 670 A
 TF2301  PID         -  TF2301
 TF2301  STATE/COUNTY-  ND/BOTTINEAU
 TF2301  USGS QUAD   -  ANTLER (1971)
 TF2301
 TF2301                         *CURRENT SURVEY CONTROL
 TF2301  ___________________________________________________________________
 TF2301* NAD 83(1996)-  48 59 58.33049(N)    101 21 43.15921(W)     ADJUSTED  
 TF2301* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 TF2301  ___________________________________________________________________
 TF2301  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 TF2301  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 TF2301
 TF2301  HORZ ORDER  -  THIRD
 TF2301
 TF2301.The horizontal coordinates were established by classical geodetic methods
 TF2301.and adjusted by the National Geodetic Survey in January 1998..
 TF2301
 TF2301.The orthometric height was scaled from a topographic map.
 TF2301
 TF2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2301
 TF2301.The geoid height was determined by GEOID03.
 TF2301
 TF2301;                    North         East     Units Scale Factor Converg.
 TF2301;SPC ND N     -   222,679.338   536,923.457   MT  1.00006370   -0 38 29.2
 TF2301;SPC ND N     -   730,575.26  1,761,559.90   iFT  1.00006370   -0 38 29.2
 TF2301;UTM  14      - 5,430,092.367   327,243.343   MT  0.99996665   -1 46 58.9
 TF2301
 TF2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2301!SPC ND N     -   0.99992945  x   1.00006370  =   0.99999314
 TF2301!UTM  14      -   0.99992945  x   0.99996665  =   0.99989610
 TF2301
 TF2301:                Primary Azimuth Mark                     Grid Az
 TF2301:SPC ND N     -  BOUNDARY MON 670 CD US                   270 37 06.9
 TF2301:UTM  14      -  BOUNDARY MON 670 CD US                   271 45 36.6
 TF2301
 TF2301|---------------------------------------------------------------------|
 TF2301| PID    Reference Object                     Distance      Geod. Az  |
 TF2301|                                                           dddmmss.s |
 TF2301| TF2300 BOUNDARY MON 670 CD US              470.867 METERS 2695837.7 |
 TF2301|---------------------------------------------------------------------|
 TF2301
 TF2301                          SUPERSEDED SURVEY CONTROL
 TF2301
 TF2301  NAD 83(1986)-  48 59 58.33259(N)    101 21 43.16393(W) AD(       ) 3
 TF2301
 TF2301.Superseded values are not recommended for survey control.
 TF2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2301.See file dsdata.txt to determine how the superseded data were derived.
 TF2301
 TF2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2724330092(NAD 83)
 TF2301_MARKER: DU = BOUNDARY MARKER
 TF2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2301+STABILITY: SURFACE MOTION
 TF2301
 TF2301  HISTORY     - Date     Condition        Report By
 TF2301  HISTORY     - 1968     MONUMENTED       IBC
 TF2301  HISTORY     - 1970     GOOD             IBC
 TF2301  HISTORY     - 1980     GOOD             IBC
 TF2301
 TF2301                          STATION DESCRIPTION
 TF2301
 TF2301'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1968 (CJG)
 TF2301'WITH THE INTERPROVINCIAL BOUNDARY BETWEEN MANITOBA AND SASKATCHEWAN
 TF2301'BEING PROJECTED SOUTHWARD TO THE INTERNATIONAL BOUNDARY DURING THE
 TF2301'SUMMER OF 1968, THE PROBLEM OF SUITABLE MONUMENTATION AROSE.  IT WAS
 TF2301'DECIDED THAT AN INTERNATIONAL BOUNDARY MONUMENT OF THE ORNAMENTAL
 TF2301'TYPE SHOULD BE LOCATED ON THE INTERNATIONAL BOUNDARY AT THE SOUTHERN
 TF2301'TERMINATION OF THE INTERPROVINCIAL BOUNDARY WITH A SUITABLE ADDITIONAL
 TF2301'ORNAMENTAL PLAQUE SUITABLY MOUNTED A FEW FEET TO THE NORTH ON THE
 TF2301'INTERPROVINCIAL BOUNDARY.
 TF2301'
 TF2301'ACCORDINGLY, MR C J GUSTAFSON, AN ENGINEER OF THE CANADIAN SECTION,
 TF2301'AND MR D H CRANDALL, MANITOBA LAND SURVEYOR, MET IN EARLY SEPTEMBER
 TF2301'TO JOINTLY DETERMINE THE INTERSECTION OF THE INTERNATIONAL AND
 TF2301'INTERPROVINCIAL BOUNDARIES.  THE POINT OF INTERSECTION WAS PERMANENTLY
 TF2301'MARKED BY A LINE TABLET CENTERED IN THE TOP OF A 40 - INCH SQUARE
 TF2301'BASE OF CONCRETE, ON WHICH IT IS PROPOSED TO ERECT AN ORNAMENTAL
 TF2301'MONUMENT.
 TF2301
 TF2301                          STATION RECOVERY (1970)
 TF2301
 TF2301'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TF2301'A SIX - FOOT HIGH BOUNDARY POST AND THE CONCRETE PLATFORM WAS
 TF2301'INSTALLED BY THIS COMMISSION AND THE COMMEMORATIVE TABLET CAST IN
 TF2301'BRONZE WAS INSTALLED BY THE MANITOBA - SASKATCHEWAN BOUNDARY
 TF2301'COMMISSION.
 TF2301
 TF2301                          STATION RECOVERY (1980)
 TF2301
 TF2301'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2301'REPAIRED CRACK IN BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2300 ***********************************************************************
 TF2300  DESIGNATION -  BOUNDARY MON 670 CD US
 TF2300  PID         -  TF2300
 TF2300  STATE/COUNTY-  ND/BOTTINEAU
 TF2300  USGS QUAD   -  ANTLER (1971)
 TF2300
 TF2300                         *CURRENT SURVEY CONTROL
 TF2300  ___________________________________________________________________
 TF2300* NAD 83(1996)-  48 59 58.32376(N)    101 22 06.32529(W)     ADJUSTED  
 TF2300* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 TF2300  ___________________________________________________________________
 TF2300  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 TF2300  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TF2300
 TF2300  HORZ ORDER  -  THIRD
 TF2300
 TF2300.The horizontal coordinates were established by classical geodetic methods
 TF2300.and adjusted by the National Geodetic Survey in January 1998..
 TF2300
 TF2300.The orthometric height was scaled from a topographic map.
 TF2300
 TF2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2300
 TF2300.The geoid height was determined by GEOID03.
 TF2300
 TF2300;                    North         East     Units Scale Factor Converg.
 TF2300;SPC ND N     -   222,684.422   536,452.588   MT  1.00006370   -0 38 46.4
 TF2300;SPC ND N     -   730,591.94  1,760,015.05   iFT  1.00006370   -0 38 46.4
 TF2300;UTM  14      - 5,430,106.830   326,772.714   MT  0.99996865   -1 47 16.4
 TF2300
 TF2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2300!SPC ND N     -   0.99992929  x   1.00006370  =   0.99999298
 TF2300!UTM  14      -   0.99992929  x   0.99996865  =   0.99989794
 TF2300
 TF2300:                Primary Azimuth Mark                     Grid Az
 TF2300:SPC ND N     -  BOUNDARY MON 669 CD US                   270 38 58.4
 TF2300:UTM  14      -  BOUNDARY MON 669 CD US                   271 47 28.4
 TF2300
 TF2300|---------------------------------------------------------------------|
 TF2300| PID    Reference Object                     Distance      Geod. Az  |
 TF2300|                                                           dddmmss.s |
 TF2300| TF2299 BOUNDARY MON 669 CD US              APPROX. 2.2 KM 2700012.0 |
 TF2300|---------------------------------------------------------------------|
 TF2300
 TF2300                          SUPERSEDED SURVEY CONTROL
 TF2300
 TF2300  NAD 83(1986)-  48 59 58.32633(N)    101 22 06.31270(W) AD(       ) 3
 TF2300
 TF2300.Superseded values are not recommended for survey control.
 TF2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2300.See file dsdata.txt to determine how the superseded data were derived.
 TF2300
 TF2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2677330107(NAD 83)
 TF2300_MARKER: Z = SEE DESCRIPTION
 TF2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2300_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2300+STABILITY: SURFACE MOTION
 TF2300
 TF2300  HISTORY     - Date     Condition        Report By
 TF2300  HISTORY     - 1910     MONUMENTED       IBC
 TF2300  HISTORY     - 1975     GOOD             IBC
 TF2300
 TF2300                          STATION DESCRIPTION
 TF2300
 TF2300'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2300'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2300'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2300'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2300'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2300'
 TF2300'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2300'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2300'---OCTOBER 20, 1818---.
 TF2300'
 TF2300'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2300'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2300'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2300'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2300'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2300'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2300'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2300'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2300'
 TF2300'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2300'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2300'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2300'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2300'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2300'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2300'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2300'AND---CANADA---ON THE WEST SIDE.
 TF2300'
 TF2300'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2300'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2300'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2300'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2300'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2300
 TF2300                          STATION RECOVERY (1975)
 TF2300
 TF2300'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2302 ***********************************************************************
 TF2302  DESIGNATION -  BOUNDARY MON 671 CD US
 TF2302  PID         -  TF2302
 TF2302  STATE/COUNTY-  ND/BOTTINEAU
 TF2302  USGS QUAD   -  ANTLER (1971)
 TF2302
 TF2302                         *CURRENT SURVEY CONTROL
 TF2302  ___________________________________________________________________
 TF2302* NAD 83(1996)-  48 59 58.34461(N)    101 20 06.67680(W)     ADJUSTED  
 TF2302* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TF2302  ___________________________________________________________________
 TF2302  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 TF2302  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF2302
 TF2302  HORZ ORDER  -  THIRD
 TF2302
 TF2302.The horizontal coordinates were established by classical geodetic methods
 TF2302.and adjusted by the National Geodetic Survey in January 1998..
 TF2302
 TF2302.The orthometric height was scaled from a topographic map.
 TF2302
 TF2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2302
 TF2302.The geoid height was determined by GEOID03.
 TF2302
 TF2302;                    North         East     Units Scale Factor Converg.
 TF2302;SPC ND N     -   222,658.160   538,884.539   MT  1.00006370   -0 37 17.4
 TF2302;SPC ND N     -   730,505.77  1,767,993.89   iFT  1.00006370   -0 37 17.4
 TF2302;UTM  14      - 5,430,032.133   329,203.416   MT  0.99995837   -1 45 46.1
 TF2302
 TF2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2302!SPC ND N     -   0.99992961  x   1.00006370  =   0.99999330
 TF2302!UTM  14      -   0.99992961  x   0.99995837  =   0.99988798
 TF2302
 TF2302:                Primary Azimuth Mark                     Grid Az
 TF2302:SPC ND N     -  BOUNDARY MON 670 CD US                   270 37 07.9
 TF2302:UTM  14      -  BOUNDARY MON 670 CD US                   271 45 36.6
 TF2302
 TF2302|---------------------------------------------------------------------|
 TF2302| PID    Reference Object                     Distance      Geod. Az  |
 TF2302|                                                           dddmmss.s |
 TF2302| TF2300 BOUNDARY MON 670 CD US              APPROX. 2.4 KM 2695950.5 |
 TF2302|---------------------------------------------------------------------|
 TF2302
 TF2302                          SUPERSEDED SURVEY CONTROL
 TF2302
 TF2302  NAD 83(1986)-  48 59 58.34478(N)    101 20 06.69856(W) AD(       ) 3
 TF2302
 TF2302.Superseded values are not recommended for survey control.
 TF2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2302.See file dsdata.txt to determine how the superseded data were derived.
 TF2302
 TF2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2920330032(NAD 83)
 TF2302_MARKER: Z = SEE DESCRIPTION
 TF2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2302+STABILITY: SURFACE MOTION
 TF2302
 TF2302  HISTORY     - Date     Condition        Report By
 TF2302  HISTORY     - 1910     MONUMENTED       IBC
 TF2302  HISTORY     - 1975     GOOD             IBC
 TF2302
 TF2302                          STATION DESCRIPTION
 TF2302
 TF2302'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2302'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2302'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2302'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2302'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2302'
 TF2302'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2302'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2302'---OCTOBER 20, 1818---.
 TF2302'
 TF2302'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2302'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2302'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2302'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2302'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2302'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2302'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2302'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2302'
 TF2302'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2302'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2302'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2302'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2302'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2302'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2302'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2302'AND---CANADA---ON THE WEST SIDE.
 TF2302'
 TF2302'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2302'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2302'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2302'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2302'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2302
 TF2302                          STATION RECOVERY (1975)
 TF2302
 TF2302'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2305 ***********************************************************************
 TF2305  DESIGNATION -  BOUNDARY MON 672 A 66
 TF2305  PID         -  TF2305
 TF2305  STATE/COUNTY-  ND/BOTTINEAU
 TF2305  USGS QUAD   -  ANTLER (1971)
 TF2305
 TF2305                         *CURRENT SURVEY CONTROL
 TF2305  ___________________________________________________________________
 TF2305* NAD 83(1996)-  48 59 58.36280(N)    101 17 48.03221(W)     ADJUSTED  
 TF2305* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 TF2305  ___________________________________________________________________
 TF2305  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 TF2305  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF2305
 TF2305  HORZ ORDER  -  THIRD
 TF2305
 TF2305.The horizontal coordinates were established by classical geodetic methods
 TF2305.and adjusted by the National Geodetic Survey in January 1998..
 TF2305
 TF2305.The orthometric height was scaled from a topographic map.
 TF2305
 TF2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2305
 TF2305.The geoid height was determined by GEOID03.
 TF2305
 TF2305;                    North         East     Units Scale Factor Converg.
 TF2305;SPC ND N     -   222,628.858   541,702.612   MT  1.00006371   -0 35 34.2
 TF2305;SPC ND N     -   730,409.64  1,777,239.54   iFT  1.00006371   -0 35 34.2
 TF2305;UTM  14      - 5,429,946.726   332,020.033   MT  0.99994665   -1 44 01.4
 TF2305
 TF2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2305!SPC ND N     -   0.99993025  x   1.00006371  =   0.99999395
 TF2305!UTM  14      -   0.99993025  x   0.99994665  =   0.99987690
 TF2305
 TF2305|---------------------------------------------------------------------|
 TF2305| PID    Reference Object                     Distance      Geod. Az  |
 TF2305|                                                           dddmmss.s |
 TF2305| TF2307 BOUNDARY MON 672 B 66 CD US          47.639 METERS 08959     |
 TF2305| TF2303 BOUNDARY MON 672 CD US              411.352 METERS 2695845.1 |
 TF2305|---------------------------------------------------------------------|
 TF2305
 TF2305                          SUPERSEDED SURVEY CONTROL
 TF2305
 TF2305  NAD 83(1986)-  48 59 58.36000(N)    101 17 48.04663(W) AD(       ) 3
 TF2305
 TF2305.Superseded values are not recommended for survey control.
 TF2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2305.See file dsdata.txt to determine how the superseded data were derived.
 TF2305
 TF2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3202029947(NAD 83)
 TF2305_MARKER: DU = BOUNDARY MARKER
 TF2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2305+STABILITY: SURFACE MOTION
 TF2305
 TF2305  HISTORY     - Date     Condition        Report By
 TF2305  HISTORY     - 1966     MONUMENTED       IBC
 TF2305  HISTORY     - 1975     MARK NOT FOUND   IBC
 TF2305
 TF2305                          STATION DESCRIPTION
 TF2305
 TF2305'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TF2305'THE SMALL TABLETS NO 672-A AND 672-B WERE MOVED EAST OF THE OLD
 TF2305'CROSSING.  THEY WERE SET ON A STRAIGHT - LINE COURSE BETWEEN MONUMENTS
 TF2305'672 AND 673.  DISTANCES WERE MEASURED WITH A MODEL 6 GEODIMETER.
 TF2305'THEY WERE SET 47.64 METERS APART AND TABLET 672-A IS 458.99 METERS
 TF2305'EAST OF MONUMENT 672 AND TABLET 672-B IS 1983.41 METERS WEST OF
 TF2305'MONUMENT 673.  THE TABLETS ARE A THREE - INCH BRONZE DISK INSCRIBED
 TF2305'---U.S.---,---CANADA---, SET IN 8 - INCH CONCRETE CYLINDERS ON EACH
 TF2305'SIDE OF THE HIGHWAY TO MARK THE BOUNDARY CROSSING BETWEEN CUTLER,
 TF2305'NORTH DAKOTA AND LYLETON, MANITOBA.
 TF2305
 TF2305                          STATION RECOVERY (1975)
 TF2305
 TF2305'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2305'PROBABLY WASHED OUT FROM FLOOD ACTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2303 ***********************************************************************
 TF2303  DESIGNATION -  BOUNDARY MON 672 CD US
 TF2303  PID         -  TF2303
 TF2303  STATE/COUNTY-  ND/BOTTINEAU
 TF2303  USGS QUAD   -  ANTLER (1971)
 TF2303
 TF2303                         *CURRENT SURVEY CONTROL
 TF2303  ___________________________________________________________________
 TF2303* NAD 83(1996)-  48 59 58.35747(N)    101 18 08.27026(W)     ADJUSTED  
 TF2303* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 TF2303  ___________________________________________________________________
 TF2303  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 TF2303  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF2303
 TF2303  HORZ ORDER  -  THIRD
 TF2303
 TF2303.The horizontal coordinates were established by classical geodetic methods
 TF2303.and adjusted by the National Geodetic Survey in January 1998..
 TF2303
 TF2303.The orthometric height was scaled from a topographic map.
 TF2303
 TF2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2303
 TF2303.The geoid height was determined by GEOID03.
 TF2303
 TF2303;                    North         East     Units Scale Factor Converg.
 TF2303;SPC ND N     -   222,632.965   541,291.254   MT  1.00006371   -0 35 49.3
 TF2303;SPC ND N     -   730,423.11  1,775,889.94   iFT  1.00006371   -0 35 49.3
 TF2303;UTM  14      - 5,429,959.021   331,608.887   MT  0.99994835   -1 44 16.7
 TF2303
 TF2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2303!SPC ND N     -   0.99993024  x   1.00006371  =   0.99999395
 TF2303!UTM  14      -   0.99993024  x   0.99994835  =   0.99987860
 TF2303
 TF2303|---------------------------------------------------------------------|
 TF2303| PID    Reference Object                     Distance      Geod. Az  |
 TF2303|                                                           dddmmss.s |
 TF2303| TF2304 BOUNDARY MON 672 A                  165.457 METERS 08958     |
 TF2303| TF2302 BOUNDARY MON 671 CD US              APPROX. 2.4 KM 2700010.6 |
 TF2303|---------------------------------------------------------------------|
 TF2303
 TF2303                          SUPERSEDED SURVEY CONTROL
 TF2303
 TF2303  NAD 83(1986)-  48 59 58.35506(N)    101 18 08.28867(W) AD(       ) 3
 TF2303
 TF2303.Superseded values are not recommended for survey control.
 TF2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2303.See file dsdata.txt to determine how the superseded data were derived.
 TF2303
 TF2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3160929959(NAD 83)
 TF2303_MARKER: Z = SEE DESCRIPTION
 TF2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2303+STABILITY: SURFACE MOTION
 TF2303
 TF2303  HISTORY     - Date     Condition        Report By
 TF2303  HISTORY     - 1910     MONUMENTED       IBC
 TF2303  HISTORY     - 1938     GOOD             IBC
 TF2303  HISTORY     - 1971     GOOD             IBC
 TF2303  HISTORY     - 1975     GOOD             IBC
 TF2303
 TF2303                          STATION DESCRIPTION
 TF2303
 TF2303'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2303'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2303'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2303'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2303'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2303'
 TF2303'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2303'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2303'---OCTOBER 20, 1818---.
 TF2303'
 TF2303'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2303'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2303'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2303'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2303'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2303'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2303'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2303'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2303'
 TF2303'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2303'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2303'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2303'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2303'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2303'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2303'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2303'AND---CANADA---ON THE WEST SIDE.
 TF2303'
 TF2303'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2303'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2303'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2303'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2303'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2303
 TF2303                          STATION RECOVERY (1938)
 TF2303
 TF2303'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2303'RECOVERED IN GOOD CONDITION.
 TF2303
 TF2303                          STATION RECOVERY (1971)
 TF2303
 TF2303'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2303'RECOVERED IN GOOD CONDITION.
 TF2303
 TF2303                          STATION RECOVERY (1975)
 TF2303
 TF2303'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2308 ***********************************************************************
 TF2308  DESIGNATION -  BOUNDARY MON 673 CD US
 TF2308  PID         -  TF2308
 TF2308  STATE/COUNTY-  ND/BOTTINEAU
 TF2308  USGS QUAD   -  ANTLER (1971)
 TF2308
 TF2308                         *CURRENT SURVEY CONTROL
 TF2308  ___________________________________________________________________
 TF2308* NAD 83(1996)-  48 59 58.37466(N)    101 16 08.10665(W)     ADJUSTED  
 TF2308* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 TF2308  ___________________________________________________________________
 TF2308  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 TF2308  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TF2308
 TF2308  HORZ ORDER  -  THIRD
 TF2308
 TF2308.The horizontal coordinates were established by classical geodetic methods
 TF2308.and adjusted by the National Geodetic Survey in January 1998..
 TF2308
 TF2308.The orthometric height was scaled from a topographic map.
 TF2308
 TF2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2308
 TF2308.The geoid height was determined by GEOID03.
 TF2308
 TF2308;                    North         East     Units Scale Factor Converg.
 TF2308;SPC ND N     -   222,608.575   543,733.696   MT  1.00006371   -0 34 19.8
 TF2308;SPC ND N     -   730,343.09  1,783,903.20   iFT  1.00006371   -0 34 19.8
 TF2308;UTM  14      - 5,429,886.018   334,050.064   MT  0.99993832   -1 42 45.9
 TF2308
 TF2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2308!SPC ND N     -   0.99993041  x   1.00006371  =   0.99999411
 TF2308!UTM  14      -   0.99993041  x   0.99993832  =   0.99986873
 TF2308
 TF2308:                Primary Azimuth Mark                     Grid Az
 TF2308:SPC ND N     -  BOUNDARY MON 672 CD US                   270 34 20.3
 TF2308:UTM  14      -  BOUNDARY MON 672 CD US                   271 42 46.4
 TF2308
 TF2308|---------------------------------------------------------------------|
 TF2308| PID    Reference Object                     Distance      Geod. Az  |
 TF2308|                                                           dddmmss.s |
 TF2308| TF2303 BOUNDARY MON 672 CD US              APPROX. 2.4 KM 2700000.5 |
 TF2308|---------------------------------------------------------------------|
 TF2308
 TF2308                          SUPERSEDED SURVEY CONTROL
 TF2308
 TF2308  NAD 83(1986)-  48 59 58.36995(N)    101 16 08.11706(W) AD(       ) 3
 TF2308
 TF2308.Superseded values are not recommended for survey control.
 TF2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2308.See file dsdata.txt to determine how the superseded data were derived.
 TF2308
 TF2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3405029886(NAD 83)
 TF2308_MARKER: Z = SEE DESCRIPTION
 TF2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2308+STABILITY: SURFACE MOTION
 TF2308
 TF2308  HISTORY     - Date     Condition        Report By
 TF2308  HISTORY     - 1910     MONUMENTED       IBC
 TF2308  HISTORY     - 1938     GOOD             IBC
 TF2308  HISTORY     - 1965     GOOD             IBC
 TF2308  HISTORY     - 1966     GOOD             IBC
 TF2308  HISTORY     - 1971     GOOD             IBC
 TF2308  HISTORY     - 1975     GOOD             IBC
 TF2308
 TF2308                          STATION DESCRIPTION
 TF2308
 TF2308'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2308'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2308'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2308'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2308'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2308'
 TF2308'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2308'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2308'---OCTOBER 20, 1818---.
 TF2308'
 TF2308'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2308'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2308'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2308'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2308'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2308'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2308'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2308'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2308'
 TF2308'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2308'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2308'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2308'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2308'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2308'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2308'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2308'AND---CANADA---ON THE WEST SIDE.
 TF2308'
 TF2308'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2308'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2308'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2308'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2308'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2308
 TF2308                          STATION RECOVERY (1938)
 TF2308
 TF2308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2308'RECOVERED IN GOOD CONDITION.
 TF2308
 TF2308                          STATION RECOVERY (1965)
 TF2308
 TF2308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2308'RECOVERED IN GOOD CONDITION.
 TF2308
 TF2308                          STATION RECOVERY (1966)
 TF2308
 TF2308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2308'RECOVERED IN GOOD CONDITION.
 TF2308
 TF2308                          STATION RECOVERY (1971)
 TF2308
 TF2308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2308'RECOVERED IN GOOD CONDITION.
 TF2308
 TF2308                          STATION RECOVERY (1975)
 TF2308
 TF2308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2309 ***********************************************************************
 TF2309  DESIGNATION -  BOUNDARY MON 674 CD US
 TF2309  PID         -  TF2309
 TF2309  STATE/COUNTY-  ND/BOTTINEAU
 TF2309  USGS QUAD   -  KUROKI (1951)
 TF2309
 TF2309                         *CURRENT SURVEY CONTROL
 TF2309  ___________________________________________________________________
 TF2309* NAD 83(1996)-  48 59 58.39163(N)    101 14 10.40850(W)     ADJUSTED  
 TF2309* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TF2309  ___________________________________________________________________
 TF2309  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 TF2309  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF2309
 TF2309  HORZ ORDER  -  THIRD
 TF2309
 TF2309.The horizontal coordinates were established by classical geodetic methods
 TF2309.and adjusted by the National Geodetic Survey in January 1998..
 TF2309
 TF2309.The orthometric height was scaled from a topographic map.
 TF2309
 TF2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2309
 TF2309.The geoid height was determined by GEOID03.
 TF2309
 TF2309;                    North         East     Units Scale Factor Converg.
 TF2309;SPC ND N     -   222,585.715   546,126.034   MT  1.00006371   -0 32 52.3
 TF2309;SPC ND N     -   730,268.09  1,791,752.08   iFT  1.00006371   -0 32 52.3
 TF2309;UTM  14      - 5,429,815.560   336,441.162   MT  0.99992864   -1 41 17.0
 TF2309
 TF2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2309!SPC ND N     -   0.99993073  x   1.00006371  =   0.99999444
 TF2309!UTM  14      -   0.99993073  x   0.99992864  =   0.99985938
 TF2309
 TF2309:                Primary Azimuth Mark                     Grid Az
 TF2309:SPC ND N     -  BOUNDARY MON 673 CD US                   270 32 51.5
 TF2309:UTM  14      -  BOUNDARY MON 673 CD US                   271 41 16.2
 TF2309
 TF2309|---------------------------------------------------------------------|
 TF2309| PID    Reference Object                     Distance      Geod. Az  |
 TF2309|                                                           dddmmss.s |
 TF2309| TF2308 BOUNDARY MON 673 CD US              APPROX. 2.4 KM 2695959.2 |
 TF2309|---------------------------------------------------------------------|
 TF2309
 TF2309                          SUPERSEDED SURVEY CONTROL
 TF2309
 TF2309  NAD 83(1986)-  48 59 58.38571(N)    101 14 10.41563(W) AD(       ) 3
 TF2309
 TF2309.Superseded values are not recommended for survey control.
 TF2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2309.See file dsdata.txt to determine how the superseded data were derived.
 TF2309
 TF2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3644129816(NAD 83)
 TF2309_MARKER: Z = SEE DESCRIPTION
 TF2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2309+STABILITY: SURFACE MOTION
 TF2309
 TF2309  HISTORY     - Date     Condition        Report By
 TF2309  HISTORY     - 1910     MONUMENTED       IBC
 TF2309  HISTORY     - 1966     GOOD             IBC
 TF2309  HISTORY     - 1975     GOOD             IBC
 TF2309
 TF2309                          STATION DESCRIPTION
 TF2309
 TF2309'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2309'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2309'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2309'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2309'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2309'
 TF2309'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2309'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2309'---OCTOBER 20, 1818---.
 TF2309'
 TF2309'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2309'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2309'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2309'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2309'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2309'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2309'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2309'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2309'
 TF2309'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2309'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2309'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2309'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2309'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2309'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2309'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2309'AND---CANADA---ON THE WEST SIDE.
 TF2309'
 TF2309'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2309'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2309'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2309'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2309'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2309
 TF2309                          STATION RECOVERY (1966)
 TF2309
 TF2309'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2309'RECOVERED IN GOOD CONDITION.
 TF2309
 TF2309                          STATION RECOVERY (1975)
 TF2309
 TF2309'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2310 ***********************************************************************
 TF2310  DESIGNATION -  BOUNDARY MON 675 CD US
 TF2310  PID         -  TF2310
 TF2310  STATE/COUNTY-  ND/BOTTINEAU
 TF2310  USGS QUAD   -  KUROKI (1951)
 TF2310
 TF2310                         *CURRENT SURVEY CONTROL
 TF2310  ___________________________________________________________________
 TF2310* NAD 83(1996)-  48 59 58.41648(N)    101 12 22.23311(W)     ADJUSTED  
 TF2310* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 TF2310  ___________________________________________________________________
 TF2310  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 TF2310  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF2310
 TF2310  HORZ ORDER  -  THIRD
 TF2310
 TF2310.The horizontal coordinates were established by classical geodetic methods
 TF2310.and adjusted by the National Geodetic Survey in January 1998..
 TF2310
 TF2310.The orthometric height was scaled from a topographic map.
 TF2310
 TF2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2310
 TF2310.The geoid height was determined by GEOID03.
 TF2310
 TF2310;                    North         East     Units Scale Factor Converg.
 TF2310;SPC ND N     -   222,565.887   548,324.823   MT  1.00006371   -0 31 31.8
 TF2310;SPC ND N     -   730,203.04  1,798,965.95   iFT  1.00006371   -0 31 31.8
 TF2310;UTM  14      - 5,429,751.997   338,638.815   MT  0.99991987   -1 39 55.3
 TF2310
 TF2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2310!SPC ND N     -   0.99993105  x   1.00006371  =   0.99999476
 TF2310!UTM  14      -   0.99993105  x   0.99991987  =   0.99985093
 TF2310
 TF2310:                Primary Azimuth Mark                     Grid Az
 TF2310:SPC ND N     -  BOUNDARY MON 674 CD US                   270 31 00.6
 TF2310:UTM  14      -  BOUNDARY MON 674 CD US                   271 39 24.1
 TF2310
 TF2310|---------------------------------------------------------------------|
 TF2310| PID    Reference Object                     Distance      Geod. Az  |
 TF2310|                                                           dddmmss.s |
 TF2310| TF2309 BOUNDARY MON 674 CD US              APPROX. 2.2 KM 2695928.8 |
 TF2310|---------------------------------------------------------------------|
 TF2310
 TF2310                          SUPERSEDED SURVEY CONTROL
 TF2310
 TF2310  NAD 83(1986)-  48 59 58.41107(N)    101 12 22.23717(W) AD(       ) 3
 TF2310
 TF2310.Superseded values are not recommended for survey control.
 TF2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2310.See file dsdata.txt to determine how the superseded data were derived.
 TF2310
 TF2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3863929752(NAD 83)
 TF2310_MARKER: Z = SEE DESCRIPTION
 TF2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2310+STABILITY: SURFACE MOTION
 TF2310
 TF2310  HISTORY     - Date     Condition        Report By
 TF2310  HISTORY     - 1910     MONUMENTED       IBC
 TF2310  HISTORY     - 1966     GOOD             IBC
 TF2310  HISTORY     - 1975     GOOD             IBC
 TF2310
 TF2310                          STATION DESCRIPTION
 TF2310
 TF2310'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2310'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2310'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2310'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2310'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2310'
 TF2310'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2310'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2310'---OCTOBER 20, 1818---.
 TF2310'
 TF2310'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2310'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2310'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2310'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2310'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2310'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2310'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2310'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2310'
 TF2310'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2310'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2310'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2310'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2310'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2310'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2310'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2310'AND---CANADA---ON THE WEST SIDE.
 TF2310'
 TF2310'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2310'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2310'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2310'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2310'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2310
 TF2310                          STATION RECOVERY (1966)
 TF2310
 TF2310'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2310'RECOVERED IN GOOD CONDITION.
 TF2310
 TF2310                          STATION RECOVERY (1975)
 TF2310
 TF2310'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2311 ***********************************************************************
 TF2311  DESIGNATION -  BOUNDARY MON 676 CD US
 TF2311  PID         -  TF2311
 TF2311  STATE/COUNTY-  ND/BOTTINEAU
 TF2311  USGS QUAD   -  KUROKI (1951)
 TF2311
 TF2311                         *CURRENT SURVEY CONTROL
 TF2311  ___________________________________________________________________
 TF2311* NAD 83(1996)-  48 59 58.44383(N)    101 10 12.08935(W)     ADJUSTED  
 TF2311* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 TF2311  ___________________________________________________________________
 TF2311  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 TF2311  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF2311
 TF2311  HORZ ORDER  -  THIRD
 TF2311
 TF2311.The horizontal coordinates were established by classical geodetic methods
 TF2311.and adjusted by the National Geodetic Survey in January 1998..
 TF2311
 TF2311.The orthometric height was scaled from a topographic map.
 TF2311
 TF2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2311
 TF2311.The geoid height was determined by GEOID03.
 TF2311
 TF2311;                    North         East     Units Scale Factor Converg.
 TF2311;SPC ND N     -   222,543.091   550,970.153   MT  1.00006371   -0 29 54.9
 TF2311;SPC ND N     -   730,128.25  1,807,644.86   iFT  1.00006371   -0 29 54.9
 TF2311;UTM  14      - 5,429,676.601   341,282.775   MT  0.99990947   -1 38 17.0
 TF2311
 TF2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2311!SPC ND N     -   0.99993122  x   1.00006371  =   0.99999492
 TF2311!UTM  14      -   0.99993122  x   0.99990947  =   0.99984069
 TF2311
 TF2311:                Primary Azimuth Mark                     Grid Az
 TF2311:SPC ND N     -  HUB BILL                                 170 24 22.5
 TF2311:UTM  14      -  HUB BILL                                 171 32 44.6
 TF2311
 TF2311|---------------------------------------------------------------------|
 TF2311| PID    Reference Object                     Distance      Geod. Az  |
 TF2311|                                                           dddmmss.s |
 TF2311| TF2291 HUB BILL                            APPROX. 2.2 KM 1695427.6 |
 TF2311|---------------------------------------------------------------------|
 TF2311
 TF2311                          SUPERSEDED SURVEY CONTROL
 TF2311
 TF2311  NAD 83(1986)-  48 59 58.44008(N)    101 10 12.09026(W) AD(       ) 3
 TF2311
 TF2311.Superseded values are not recommended for survey control.
 TF2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2311.See file dsdata.txt to determine how the superseded data were derived.
 TF2311
 TF2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV4128329677(NAD 83)
 TF2311_MARKER: Z = SEE DESCRIPTION
 TF2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2311+STABILITY: SURFACE MOTION
 TF2311
 TF2311  HISTORY     - Date     Condition        Report By
 TF2311  HISTORY     - 1910     MONUMENTED       IBC
 TF2311  HISTORY     - 1966     GOOD             IBC
 TF2311  HISTORY     - 1975     GOOD             IBC
 TF2311
 TF2311                          STATION DESCRIPTION
 TF2311
 TF2311'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2311'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2311'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2311'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2311'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2311'
 TF2311'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2311'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2311'---OCTOBER 20, 1818---.
 TF2311'
 TF2311'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2311'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2311'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2311'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2311'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2311'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2311'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2311'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2311'
 TF2311'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2311'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2311'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2311'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2311'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2311'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2311'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2311'AND---CANADA---ON THE WEST SIDE.
 TF2311'
 TF2311'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2311'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2311'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2311'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2311'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2311
 TF2311                          STATION RECOVERY (1966)
 TF2311
 TF2311'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2311'RECOVERED IN GOOD CONDITION.
 TF2311
 TF2311                          STATION RECOVERY (1975)
 TF2311
 TF2311'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2258 ***********************************************************************
 TF2258  DESIGNATION -  BOUNDARY MON 677 CD US
 TF2258  PID         -  TF2258
 TF2258  STATE/COUNTY-  ND/BOTTINEAU
 TF2258  USGS QUAD   -  KUROKI (1951)
 TF2258
 TF2258                         *CURRENT SURVEY CONTROL
 TF2258  ___________________________________________________________________
 TF2258* NAD 83(1996)-  48 59 58.46373(N)    101 08 23.72909(W)     ADJUSTED  
 TF2258* NAVD 88     -       458.2    (meters)    1503.     (feet)  VERTCON   
 TF2258  ___________________________________________________________________
 TF2258  X           -    -810,064.713 (meters)                     COMP
 TF2258  Y           -  -4,113,758.986 (meters)                     COMP
 TF2258  Z           -   4,790,857.795 (meters)                     COMP
 TF2258  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 TF2258  ELLIP HEIGHT-         437.50  (meters)          (01/23/98) GPS OBS
 TF2258  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF2258
 TF2258  HORZ ORDER  -  FIRST
 TF2258  ELLP ORDER  -  FOURTH    CLASS I
 TF2258
 TF2258.The horizontal coordinates were established by GPS observations
 TF2258.and adjusted by the National Geodetic Survey in January 1998..
 TF2258
 TF2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2258
 TF2258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2258
 TF2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2258
 TF2258.The ellipsoidal height was determined by GPS observations
 TF2258.and is referenced to NAD 83.
 TF2258
 TF2258.The geoid height was determined by GEOID03.
 TF2258
 TF2258;                    North         East     Units Scale Factor Converg.
 TF2258;SPC ND N     -   222,524.969   553,172.714   MT  1.00006371   -0 28 34.3
 TF2258;SPC ND N     -   730,068.80  1,814,871.11   iFT  1.00006371   -0 28 34.3
 TF2258;UTM  14      - 5,429,614.698   343,484.191   MT  0.99990095   -1 36 55.2
 TF2258
 TF2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2258!SPC ND N     -   0.99993144  x   1.00006371  =   0.99999515
 TF2258!UTM  14      -   0.99993144  x   0.99990095  =   0.99983240
 TF2258
 TF2258:                Primary Azimuth Mark                     Grid Az
 TF2258:SPC ND N     -  BOUNDARY MON 676 CD US                   270 28 17.6
 TF2258:UTM  14      -  BOUNDARY MON 676 CD US                   271 36 38.5
 TF2258
 TF2258|---------------------------------------------------------------------|
 TF2258| PID    Reference Object                     Distance      Geod. Az  |
 TF2258|                                                           dddmmss.s |
 TF2258| TF2311 BOUNDARY MON 676 CD US              APPROX. 2.2 KM 2695943.3 |
 TF2258|---------------------------------------------------------------------|
 TF2258
 TF2258                          SUPERSEDED SURVEY CONTROL
 TF2258
 TF2258  NAD 83(1986)-  48 59 58.46140(N)    101 08 23.72658(W) AD(       ) 1
 TF2258  NGVD 29 (08/25/89)  457.8    (m)         1502.     (f) GPS OBS        
 TF2258
 TF2258.Superseded values are not recommended for survey control.
 TF2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2258.See file dsdata.txt to determine how the superseded data were derived.
 TF2258
 TF2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV4348429615(NAD 83)
 TF2258_MARKER: DU = BOUNDARY MARKER
 TF2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TF2258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF2258+STABILITY: POSITION/ELEVATION WELL
 TF2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2258+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 TF2258
 TF2258  HISTORY     - Date     Condition        Report By
 TF2258  HISTORY     - 1910     MONUMENTED       IBC
 TF2258  HISTORY     - 1910     GOOD             IBC
 TF2258  HISTORY     - 1966     GOOD             IBC
 TF2258  HISTORY     - 1975     GOOD             IBC
 TF2258  HISTORY     - 19880908 GOOD             NGS
 TF2258
 TF2258                          STATION DESCRIPTION
 TF2258
 TF2258'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2258'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2258'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2258'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2258'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2258'
 TF2258'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2258'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2258'---OCTOBER 20, 1818---.
 TF2258'
 TF2258'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2258'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2258'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2258'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2258'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2258'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2258'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2258'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2258'
 TF2258'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2258'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2258'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2258'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2258'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2258'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2258'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2258'AND---CANADA---ON THE WEST SIDE.
 TF2258'
 TF2258'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2258'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2258'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2258'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2258'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2258
 TF2258                          STATION RECOVERY (1910)
 TF2258
 TF2258'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TF2258'RECOVERED IN GOOD CONDITION.
 TF2258
 TF2258                          STATION RECOVERY (1966)
 TF2258
 TF2258'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2258'RECOVERED IN GOOD CONDITION.
 TF2258
 TF2258                          STATION RECOVERY (1975)
 TF2258
 TF2258'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2258'RECOVERED IN GOOD CONDITION.
 TF2258
 TF2258                          STATION RECOVERY (1988)
 TF2258
 TF2258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF2258'THE MONUMENT IS LOCATED ABOUT 10.86 KM (6.75 MI) NORTHEAST OF ANTLER,
 TF2258'NORTH DAKOTA, 8.85 KM (5.50 MI) WEST OF THE WESTHOPE, NORTH DAKOTA -
 TF2258'COULTER, MANITOBA BORDER CROSSING AND ABOUT 6.84 KM (4.25 MI)
 TF2258'SOUTHEAST OF LYLETON, MANITOBA.
 TF2258'TO REACH THE MONUMENT FROM THE POST OFFICE IN ANTLER, GO SOUTH ON THE
 TF2258'PAVED STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD INTERSECTION.  TURN
 TF2258'LEFT AND GO EAST ON A GRAVEL ROAD FOR 10.06 KM (6.25 MI) TO A GRAVEL
 TF2258'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 2.25 KM
 TF2258'(1.40 MI) TO THE END OF THE GRAVEL ROAD AT THE CLAYTON ASHLEY
 TF2258'RESIDENCE ON THE LEFT.  CONTINUE NORTH ON A TRACK ROAD FOR 1.53 KM
 TF2258'(0.95 MI) TO THE BOUNDARY.  TURN RIGHT AND FOLLOW THE BOUNDARY EAST
 TF2258'FOR 0.48 KM (0.30 MI) TO THE MONUMENT ON THE RIGHT.
 TF2258'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.40 M
 TF2258'(4.6 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TF2258'IS FLUSH WITH THE GROUND SURFACE.  INSCRIBED ON THE OBELISK IN
 TF2258'RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE,
 TF2258'--TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH
 TF2258'SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --677-- IS DRILLED
 TF2258'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TF2258'THE POINT POSITIONED BY GPS IS THE APEX OF THE OBELISK.
 TF2258'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2312 ***********************************************************************
 TF2312  DESIGNATION -  BOUNDARY MON 678 CD US
 TF2312  PID         -  TF2312
 TF2312  STATE/COUNTY-  ND/BOTTINEAU
 TF2312  USGS QUAD   -  WESTHOPE (1951)
 TF2312
 TF2312                         *CURRENT SURVEY CONTROL
 TF2312  ___________________________________________________________________
 TF2312* NAD 83(1996)-  48 59 58.48836(N)    101 06 14.01074(W)     ADJUSTED  
 TF2312* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 TF2312  ___________________________________________________________________
 TF2312  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 TF2312  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF2312
 TF2312  HORZ ORDER  -  THIRD
 TF2312
 TF2312.The horizontal coordinates were established by classical geodetic methods
 TF2312.and adjusted by the National Geodetic Survey in January 1998..
 TF2312
 TF2312.The orthometric height was scaled from a topographic map.
 TF2312
 TF2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2312
 TF2312.The geoid height was determined by GEOID03.
 TF2312
 TF2312;                    North         East     Units Scale Factor Converg.
 TF2312;SPC ND N     -   222,504.433   555,809.415   MT  1.00006372   -0 26 57.8
 TF2312;SPC ND N     -   730,001.42  1,823,521.70   iFT  1.00006372   -0 26 57.8
 TF2312;UTM  14      - 5,429,541.768   346,119.520   MT  0.99989090   -1 35 17.3
 TF2312
 TF2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2312!SPC ND N     -   0.99993202  x   1.00006372  =   0.99999573
 TF2312!UTM  14      -   0.99993202  x   0.99989090  =   0.99982292
 TF2312
 TF2312:                Primary Azimuth Mark                     Grid Az
 TF2312:SPC ND N     -  BOUNDARY MON 677 CD US                   270 26 47.2
 TF2312:UTM  14      -  BOUNDARY MON 677 CD US                   271 35 06.7
 TF2312
 TF2312|---------------------------------------------------------------------|
 TF2312| PID    Reference Object                     Distance      Geod. Az  |
 TF2312|                                                           dddmmss.s |
 TF2312| TF2258 BOUNDARY MON 677 CD US              APPROX. 2.6 KM 2695949.4 |
 TF2312|---------------------------------------------------------------------|
 TF2312
 TF2312                          SUPERSEDED SURVEY CONTROL
 TF2312
 TF2312  NAD 83(1986)-  48 59 58.48531(N)    101 06 14.02187(W) AD(       ) 3
 TF2312
 TF2312.Superseded values are not recommended for survey control.
 TF2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2312.See file dsdata.txt to determine how the superseded data were derived.
 TF2312
 TF2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV4612029542(NAD 83)
 TF2312_MARKER: Z = SEE DESCRIPTION
 TF2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2312+STABILITY: SURFACE MOTION
 TF2312
 TF2312  HISTORY     - Date     Condition        Report By
 TF2312  HISTORY     - 1910     MONUMENTED       IBC
 TF2312  HISTORY     - 1975     GOOD             IBC
 TF2312
 TF2312                          STATION DESCRIPTION
 TF2312
 TF2312'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2312'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2312'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2312'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2312'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2312'
 TF2312'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2312'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2312'---OCTOBER 20, 1818---.
 TF2312'
 TF2312'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2312'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2312'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2312'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2312'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2312'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2312'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2312'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2312'
 TF2312'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2312'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2312'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2312'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2312'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2312'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2312'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2312'AND---CANADA---ON THE WEST SIDE.
 TF2312'
 TF2312'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2312'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2312'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2312'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2312'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2312
 TF2312                          STATION RECOVERY (1975)
 TF2312
 TF2312'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2313 ***********************************************************************
 TF2313  DESIGNATION -  BOUNDARY MON 679 CD US
 TF2313  PID         -  TF2313
 TF2313  STATE/COUNTY-  ND/BOTTINEAU
 TF2313  USGS QUAD   -  WESTHOPE (1951)
 TF2313
 TF2313                         *CURRENT SURVEY CONTROL
 TF2313  ___________________________________________________________________
 TF2313* NAD 83(1996)-  48 59 58.51684(N)    101 04 09.03533(W)     ADJUSTED  
 TF2313* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 TF2313  ___________________________________________________________________
 TF2313  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 TF2313  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF2313
 TF2313  HORZ ORDER  -  THIRD
 TF2313
 TF2313.The horizontal coordinates were established by classical geodetic methods
 TF2313.and adjusted by the National Geodetic Survey in January 1998..
 TF2313
 TF2313.The orthometric height was scaled from a topographic map.
 TF2313
 TF2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2313
 TF2313.The geoid height was determined by GEOID03.
 TF2313
 TF2313;                    North         East     Units Scale Factor Converg.
 TF2313;SPC ND N     -   222,485.961   558,349.718   MT  1.00006372   -0 25 24.8
 TF2313;SPC ND N     -   729,940.82  1,831,856.03   iFT  1.00006372   -0 25 24.8
 TF2313;UTM  14      - 5,429,472.835   348,658.504   MT  0.99988138   -1 33 42.9
 TF2313
 TF2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2313!SPC ND N     -   0.99993202  x   1.00006372  =   0.99999574
 TF2313!UTM  14      -   0.99993202  x   0.99988138  =   0.99981341
 TF2313
 TF2313:                Primary Azimuth Mark                     Grid Az
 TF2313:SPC ND N     -  BOUNDARY MON 678 CD US                   270 25 00.5
 TF2313:UTM  14      -  BOUNDARY MON 678 CD US                   271 33 18.6
 TF2313
 TF2313|---------------------------------------------------------------------|
 TF2313| PID    Reference Object                     Distance      Geod. Az  |
 TF2313|                                                           dddmmss.s |
 TF2313| TF2312 BOUNDARY MON 678 CD US              APPROX. 2.5 KM 2695935.7 |
 TF2313|---------------------------------------------------------------------|
 TF2313
 TF2313                          SUPERSEDED SURVEY CONTROL
 TF2313
 TF2313  NAD 83(1986)-  48 59 58.51197(N)    101 04 09.04639(W) AD(       ) 3
 TF2313
 TF2313.Superseded values are not recommended for survey control.
 TF2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2313.See file dsdata.txt to determine how the superseded data were derived.
 TF2313
 TF2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV4865929473(NAD 83)
 TF2313_MARKER: Z = SEE DESCRIPTION
 TF2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2313+STABILITY: SURFACE MOTION
 TF2313
 TF2313  HISTORY     - Date     Condition        Report By
 TF2313  HISTORY     - 1910     MONUMENTED       IBC
 TF2313  HISTORY     - 1975     GOOD             IBC
 TF2313
 TF2313                          STATION DESCRIPTION
 TF2313
 TF2313'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2313'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2313'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2313'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2313'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2313'
 TF2313'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2313'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2313'---OCTOBER 20, 1818---.
 TF2313'
 TF2313'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2313'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2313'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2313'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2313'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2313'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2313'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2313'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2313'
 TF2313'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2313'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2313'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2313'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2313'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2313'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2313'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2313'AND---CANADA---ON THE WEST SIDE.
 TF2313'
 TF2313'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2313'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2313'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2313'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2313'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2313
 TF2313                          STATION RECOVERY (1975)
 TF2313
 TF2313'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2094 ***********************************************************************
 TF2094  DESIGNATION -  BOUNDARY MON 680 A
 TF2094  PID         -  TF2094
 TF2094  STATE/COUNTY-  ND/BOTTINEAU
 TF2094  USGS QUAD   -  WESTHOPE (1951)
 TF2094
 TF2094                         *CURRENT SURVEY CONTROL
 TF2094  ___________________________________________________________________
 TF2094* NAD 83(1996)-  48 59 58.56106(N)    101 01 05.49275(W)     ADJUSTED  
 TF2094* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 TF2094  ___________________________________________________________________
 TF2094  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 TF2094  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TF2094
 TF2094  HORZ ORDER  -  FIRST
 TF2094
 TF2094.The horizontal coordinates were established by classical geodetic methods
 TF2094.and adjusted by the National Geodetic Survey in January 1998..
 TF2094
 TF2094.The orthometric height was scaled from a topographic map.
 TF2094
 TF2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2094
 TF2094.The geoid height was determined by GEOID03.
 TF2094
 TF2094;                    North         East     Units Scale Factor Converg.
 TF2094;SPC ND N     -   222,460.983   562,080.497   MT  1.00006372   -0 23 08.2
 TF2094;SPC ND N     -   729,858.87  1,844,096.12   iFT  1.00006372   -0 23 08.2
 TF2094;UTM  14      - 5,429,373.780   352,387.345   MT  0.99986768   -1 31 24.3
 TF2094
 TF2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2094!SPC ND N     -   0.99993219  x   1.00006372  =   0.99999590
 TF2094!UTM  14      -   0.99993219  x   0.99986768  =   0.99979988
 TF2094
 TF2094:                Primary Azimuth Mark                     Grid Az
 TF2094:SPC ND N     -  BOUNDARY MON 681 CD US                   090 22 10.0
 TF2094:UTM  14      -  BOUNDARY MON 681 CD US                   091 30 26.1
 TF2094
 TF2094|---------------------------------------------------------------------|
 TF2094| PID    Reference Object                     Distance      Geod. Az  |
 TF2094|                                                           dddmmss.s |
 TF2094| AJ5137 BOUNDARY MON 681 CD US                             0895901.8 |
 TF2094| TF2096 BOUNDARY MON 680 B                   66.130 METERS 08959     |
 TF2094| CQ7122 BOUNDARY MON 680 A RM 1              39.417 METERS 15713     |
 TF2094| CQ7123 BOUNDARY MON 680 A RM 2              55.711 METERS 26953     |
 TF2094| TF2314 BOUNDARY MON 680 CD US              APPROX. 1.4 KM 2695856.1 |
 TF2094|---------------------------------------------------------------------|
 TF2094
 TF2094                          SUPERSEDED SURVEY CONTROL
 TF2094
 TF2094  NAD 83(1986)-  48 59 58.55371(N)    101 01 05.50373(W) AD(       ) 1
 TF2094  NAD 27      -  48 59 58.48500(N)    101 01 03.94600(W) AD(       ) 1
 TF2094
 TF2094.Superseded values are not recommended for survey control.
 TF2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2094.See file dsdata.txt to determine how the superseded data were derived.
 TF2094
 TF2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5238729374(NAD 83)
 TF2094_MARKER: U = CONCRETE POST
 TF2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2094+STABILITY: SURFACE MOTION
 TF2094
 TF2094  HISTORY     - Date     Condition        Report By
 TF2094  HISTORY     - 1938     MONUMENTED       GSC
 TF2094  HISTORY     - 1938     GOOD             IBC
 TF2094  HISTORY     - 1956     GOOD             IBC
 TF2094  HISTORY     - 1965     GOOD             IBC
 TF2094  HISTORY     - 1966     GOOD             IBC
 TF2094  HISTORY     - 1971     GOOD             IBC
 TF2094  HISTORY     - 1975     GOOD             IBC
 TF2094
 TF2094                          STATION DESCRIPTION
 TF2094
 TF2094'DESCRIBED BY GEODETIC SURVEY OF CANADA 1938 (CDM)
 TF2094'STATION IS CENTER OF BOUNDARY MONUMENT NO. 680A ON U.S.A.-CANADA
 TF2094'BORDER, LOCATED 6 MILES NORTH OF WESTHOPE, N. DAK., SOUTHWEST
 TF2094'OF A CURVE OF U.S. HIGHWAY 83 WHICH TURNS WEST AT THE BORDER
 TF2094'AND BECOMES CANADA HIGHWAY 22.  MONUMENT IS A GRANITE OBELISK
 TF2094'ABOUT 5 FEET HIGH AND 1.22 FEET SQUARE AT ITS BASE SET IN A
 TF2094'CONCRETE BASE 4 FEET SQUARE, 32 FEET SOUTH OF THE CENTER LINE
 TF2094'OF CANADA HIGHWAY 22, AN EAST-AND-WEST GRAVELED ROAD
 TF2094'(CONTINUATION OF U.S. HIGHWAY 83 WHICH ENDS AT BORDER).  BOUNDARY
 TF2094'MONUMENT NO. 680 A IS LETTERED IN BLACK ON THE SOUTH SIDE
 TF2094'UNITED STATES.  ON THE NORTH SIDE, CANADA.  ON THE WEST SIDE
 TF2094'TREATY OF 1925.  AND ON THE EAST SIDE INTERNATIONAL
 TF2094'BOUNDARY.  U.S. CUSTOM HOUSE IS ABOUT 150 FEET SOUTH OF
 TF2094'STATION AND CANADA CUSTOM HOUSE IS ABOUT 700 FEET WEST OF
 TF2094'STATION AT THE NORTH SIDE OF CANADA HIGHWAY 22.  NO.
 TF2094'680-A IS STAMPED ON THE EAST SIDE OF THE 4-FOOT CONCRETE
 TF2094'BASE OF THE MONUMENT.
 TF2094'
 TF2094'TO REACH FROM WESTHOPE, N. DAK., GO NORTH ON U.S. HIGHWAY 83
 TF2094'TO THE U.S.A.-CANADIAN BOUNDARY AND STATION, 200 FEET WEST OF
 TF2094'U.S. HIGHWAY 83 AND 32 FEET SOUTH OF THE CENTER LINE OF CANADA
 TF2094'HIGHWAY 22.
 TF2094'
 TF2094'TWO STANDARD REFERENCE DISKS WERE SET, PROJECTING
 TF2094'ABOUT 8 INCHES AND STAMPED NO. 680A, R.M. NO. 1-1938 SET 129.32
 TF2094'FEET SOUTH-SOUTHEAST OF THE STATION, 3.86 FEET WEST OF THE
 TF2094'CONCRETE BASE OF THE NORTH FLAGPOLE OF THE U.S. CUSTOM HOUSE,
 TF2094'WHICH IS AT THE NORTHEAST CORNER OF CUSTOMS HOUSE.
 TF2094'
 TF2094'NO. 680 A REFERENCE MARK 2, 1938, IS 182.78 FEET WEST OF THE
 TF2094'STATION AND 52 FEET SOUTH OF THE CENTER LINE OF CANADA HIGHWAY 22.
 TF2094'
 TF2094'DISTANCE BETWEEN REFERENCE MARKS IS 261.60 FEET.
 TF2094'
 TF2094'BOUNDARY MONUMENT 681, AN IRON OBELISK 5 FEET HIGH SET IN A
 TF2094'CONCRETE BASE 4 FEET SQUARE, STAMPED ON THE EAST SIDE TOP 681,
 TF2094'RAISED LETTERING ON THE SOUTH SIDE UNITED STATES, ON THE NORTH
 TF2094'SIDE CANADA, ON THE EAST SIDE CONVENTION OF 1818, ON THE WEST
 TF2094'SIDE TREATY OF 1925, 1/2 MILE EAST OF THE STATION, SET IN AN
 TF2094'EAST-AND-WEST FENCE LINE, IS THE AZIMUTH MARK.  TO REACH FROM
 TF2094'THE STATION GO EAST ON WAGON TRACK ROAD 0.5 MILE TO BOUNDARY
 TF2094'MONUMENT 681 ON THE SOUTH SIDE OF THE ROAD.
 TF2094'
 TF2094'DISTANCE TO BOUNDARY MONUMENT 680-B IS 217.60 FEET EAST OF
 TF2094'STATION MEASURED FROM CENTER TO CENTER.  IT IS A GRANITE OBELISK
 TF2094'5 FEET HIGH, 1.22 FEET SQUARE AT BASE, SET IN A CONCRETE BASE
 TF2094'4 FEET SQUARE.  LETTERING IN BLACK ON THE SOUTH SIDE UNITED
 TF2094'STATES.  ON THE NORTH SIDE CANADA, ON THE EAST SIDE INTERNATIONAL
 TF2094'BOUNDARY AND ON THE WEST SIDE TREATY OF 1925.  DIRECTION ALSO
 TF2094'OBSERVED.  NO. 680 B IS STAMPED IN CONCRETE BASE.
 TF2094'
 TF2094'DISTANCE WAS COMPUTED TO BENCH MARK W 35 1935.  IT WAS 8.57 FEET
 TF2094'WEST OF THE STATION CENTER.  MARK WAS RECOVERED IN GOOD CONDITION,
 TF2094'A STANDARD DISK SET IN CONCRETE, 6 INCHES SQUARE, PROJECTING
 TF2094'ABOUT 6 INCHES.
 TF2094'
 TF2094'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 TF2094
 TF2094                          STATION RECOVERY (1938)
 TF2094
 TF2094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TF2094'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TF2094'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TF2094'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TF2094'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TF2094'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TF2094'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TF2094'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TF2094'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TF2094'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TF2094'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TF2094'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TF2094'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TF2094'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TF2094'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TF2094'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TF2094'CONCRETE.
 TF2094'
 TF2094'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TF2094'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TF2094'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TF2094'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TF2094'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TF2094'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TF2094'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TF2094'680 AND 681, TO MARK THE BOUNDARY CROSSING ON THE HIGHWAY LEADING
 TF2094'SOUTH FROM COULTER, MANITOBA, TO WESTHOPE, NORTH DAKOTA.
 TF2094
 TF2094                          STATION RECOVERY (1956)
 TF2094
 TF2094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TF2094'RECOVERED IN GOOD CONDITION.
 TF2094
 TF2094                          STATION RECOVERY (1965)
 TF2094
 TF2094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2094'RECOVERED IN GOOD CONDITION.
 TF2094
 TF2094                          STATION RECOVERY (1966)
 TF2094
 TF2094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2094'RECOVERED IN GOOD CONDITION.
 TF2094
 TF2094                          STATION RECOVERY (1971)
 TF2094
 TF2094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2094'RECOVERED IN GOOD CONDITION.
 TF2094
 TF2094                          STATION RECOVERY (1975)
 TF2094
 TF2094'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2096 ***********************************************************************
 TF2096  DESIGNATION -  BOUNDARY MON 680 B
 TF2096  PID         -  TF2096
 TF2096  STATE/COUNTY-  ND/BOTTINEAU
 TF2096  USGS QUAD   -  WESTHOPE (1951)
 TF2096
 TF2096                         *CURRENT SURVEY CONTROL
 TF2096  ___________________________________________________________________
 TF2096* NAD 83(1996)-  48 59 58.56176(N)    101 01 02.23922(W)     ADJUSTED  
 TF2096* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 TF2096  ___________________________________________________________________
 TF2096  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 TF2096  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TF2096
 TF2096  HORZ ORDER  -  SECOND
 TF2096
 TF2096.The horizontal coordinates were established by classical geodetic methods
 TF2096.and adjusted by the National Geodetic Survey in January 1998..
 TF2096
 TF2096.The orthometric height was scaled from a topographic map.
 TF2096
 TF2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2096
 TF2096.The geoid height was determined by GEOID03.
 TF2096
 TF2096;                    North         East     Units Scale Factor Converg.
 TF2096;SPC ND N     -   222,460.560   562,146.630   MT  1.00006372   -0 23 05.8
 TF2096;SPC ND N     -   729,857.48  1,844,313.09   iFT  1.00006372   -0 23 05.8
 TF2096;UTM  14      - 5,429,372.044   352,453.444   MT  0.99986744   -1 31 21.8
 TF2096
 TF2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2096!SPC ND N     -   0.99993219  x   1.00006372  =   0.99999590
 TF2096!UTM  14      -   0.99993219  x   0.99986744  =   0.99979964
 TF2096
 TF2096:                Primary Azimuth Mark                     Grid Az
 TF2096:SPC ND N     -  BOUNDARY MON 681 CD US                   090 21 56.5
 TF2096:UTM  14      -  BOUNDARY MON 681 CD US                   091 30 12.5
 TF2096
 TF2096|---------------------------------------------------------------------|
 TF2096| PID    Reference Object                     Distance      Geod. Az  |
 TF2096|                                                           dddmmss.s |
 TF2096| TF2315 BOUNDARY MON 681 CD US              APPROX. 0.9 KM 0895850.7 |
 TF2096| TF2094 BOUNDARY MON 680 A                   66.130 METERS 26959     |
 TF2096|---------------------------------------------------------------------|
 TF2096
 TF2096                          SUPERSEDED SURVEY CONTROL
 TF2096
 TF2096  NAD 83(1986)-  48 59 58.55442(N)    101 01 02.24504(W) AD(       ) 2
 TF2096  NAD 27      -  48 59 58.48600(N)    101 01 00.68300(W) AD(       ) 2
 TF2096
 TF2096.Superseded values are not recommended for survey control.
 TF2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2096.See file dsdata.txt to determine how the superseded data were derived.
 TF2096
 TF2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5245329372(NAD 83)
 TF2096_MARKER: V = STONE MONUMENT
 TF2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2096
 TF2096  HISTORY     - Date     Condition        Report By
 TF2096  HISTORY     - 1938     MONUMENTED       GSC
 TF2096  HISTORY     - 1938     GOOD             IBC
 TF2096  HISTORY     - 1956     GOOD             IBC
 TF2096  HISTORY     - 1965     GOOD             IBC
 TF2096  HISTORY     - 1966     GOOD             IBC
 TF2096  HISTORY     - 1971     GOOD             IBC
 TF2096  HISTORY     - 1975     GOOD             IBC
 TF2096
 TF2096                          STATION DESCRIPTION
 TF2096
 TF2096'DESCRIBED BY GEODETIC SURVEY OF CANADA 1938
 TF2096'DISTANCE TO BOUNDARY MONUMENT 680-B IS 217.60 FEET EAST OF
 TF2096'STATION US-CD BOUNDARY MONUMENT 680A MEASURED FROM CENTER
 TF2096'TO CENTER.  IT IS A GRANITE OBELISK 5 FEET HIGH, 1.22 FEET SQUARE
 TF2096'AT BASE, SET IN A CONCRETE BASE 4 FEET SQUARE.  LETTERING
 TF2096'IN BLACK ON THE SOUTH SIDE UNITED STATES.  ON THE NORTH SIDE
 TF2096'CANADA, ON THE EAST SIDE INTERNATIONAL BOUNDARY AND ON THE
 TF2096'WEST SIDE TREATY OF 1925.  DIRECTION ALSO OBSERVED.
 TF2096'NO. 680 B IS STAMPED IN CONCRETE BASE.
 TF2096'
 TF2096'TO REACH FROM WESTHOPE, N. DAK., GO NORTH ON U.S. HIGHWAY 83
 TF2096'TO THE U.S.A.-CANADIAN BOUNDARY AND STATION US-CD BOUNDARY MONUMENT
 TF2096'680A, 200 FEET WEST OF U.S. HIGHWAY 83 AND 32 FEET SOUTH OF
 TF2096'THE CENTER LINE OF CANADA HIGHWAY 22.
 TF2096
 TF2096                          STATION RECOVERY (1938)
 TF2096
 TF2096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TF2096'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TF2096'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TF2096'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TF2096'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TF2096'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TF2096'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TF2096'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TF2096'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TF2096'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TF2096'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TF2096'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TF2096'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TF2096'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TF2096'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TF2096'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TF2096'CONCRETE.
 TF2096'
 TF2096'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TF2096'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TF2096'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TF2096'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TF2096'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TF2096'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TF2096'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TF2096'680 AND 681, ONE ON EACH SIDE OF THE PUBLIC ROAD, TO MARK THE
 TF2096'BOUNDARY CROSSING ON THE HIGHWAY LEADING SOUTH FROM COULTER,
 TF2096'MANITOBA, TO WESTHOPE, NORTH DAKOTA.
 TF2096
 TF2096                          STATION RECOVERY (1956)
 TF2096
 TF2096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TF2096'RECOVERED IN GOOD CONDITION.
 TF2096
 TF2096                          STATION RECOVERY (1965)
 TF2096
 TF2096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2096'RECOVERED IN GOOD CONDITION.
 TF2096
 TF2096                          STATION RECOVERY (1966)
 TF2096
 TF2096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2096'RECOVERED IN GOOD CONDITION.
 TF2096
 TF2096                          STATION RECOVERY (1971)
 TF2096
 TF2096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2096'RECOVERED IN GOOD CONDITION.
 TF2096
 TF2096                          STATION RECOVERY (1975)
 TF2096
 TF2096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2314 ***********************************************************************
 TF2314  DESIGNATION -  BOUNDARY MON 680 CD US
 TF2314  PID         -  TF2314
 TF2314  STATE/COUNTY-  ND/BOTTINEAU
 TF2314  USGS QUAD   -  WESTHOPE (1951)
 TF2314
 TF2314                         *CURRENT SURVEY CONTROL
 TF2314  ___________________________________________________________________
 TF2314* NAD 83(1996)-  48 59 58.54068(N)    101 02 16.06103(W)     ADJUSTED  
 TF2314* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 TF2314  ___________________________________________________________________
 TF2314  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 TF2314  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF2314
 TF2314  HORZ ORDER  -  THIRD
 TF2314
 TF2314.The horizontal coordinates were established by classical geodetic methods
 TF2314.and adjusted by the National Geodetic Survey in January 1998..
 TF2314
 TF2314.The orthometric height was scaled from a topographic map.
 TF2314
 TF2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2314
 TF2314.The geoid height was determined by GEOID03.
 TF2314
 TF2314;                    North         East     Units Scale Factor Converg.
 TF2314;SPC ND N     -   222,470.190   560,646.088   MT  1.00006372   -0 24 00.7
 TF2314;SPC ND N     -   729,889.07  1,839,390.05   iFT  1.00006372   -0 24 00.7
 TF2314;UTM  14      - 5,429,411.464   350,953.679   MT  0.99987291   -1 32 17.6
 TF2314
 TF2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2314!SPC ND N     -   0.99993187  x   1.00006372  =   0.99999559
 TF2314!UTM  14      -   0.99993187  x   0.99987291  =   0.99980479
 TF2314
 TF2314:                Primary Azimuth Mark                     Grid Az
 TF2314:SPC ND N     -  BOUNDARY MON 679 CD US                   270 23 37.2
 TF2314:UTM  14      -  BOUNDARY MON 679 CD US                   271 31 54.1
 TF2314
 TF2314|---------------------------------------------------------------------|
 TF2314| PID    Reference Object                     Distance      Geod. Az  |
 TF2314|                                                           dddmmss.s |
 TF2314| TF2313 BOUNDARY MON 679 CD US              APPROX. 2.3 KM 2695936.5 |
 TF2314|---------------------------------------------------------------------|
 TF2314
 TF2314                          SUPERSEDED SURVEY CONTROL
 TF2314
 TF2314  NAD 83(1986)-  48 59 58.53420(N)    101 02 16.07202(W) AD(       ) 3
 TF2314
 TF2314.Superseded values are not recommended for survey control.
 TF2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2314.See file dsdata.txt to determine how the superseded data were derived.
 TF2314
 TF2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5095429411(NAD 83)
 TF2314_MARKER: Z = SEE DESCRIPTION
 TF2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2314+STABILITY: SURFACE MOTION
 TF2314
 TF2314  HISTORY     - Date     Condition        Report By
 TF2314  HISTORY     - 1910     MONUMENTED       IBC
 TF2314  HISTORY     - 1938     GOOD             IBC
 TF2314  HISTORY     - 1975     GOOD             IBC
 TF2314
 TF2314                          STATION DESCRIPTION
 TF2314
 TF2314'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2314'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2314'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2314'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2314'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2314'
 TF2314'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2314'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2314'---OCTOBER 20, 1818---.
 TF2314'
 TF2314'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2314'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2314'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2314'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2314'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2314'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2314'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2314'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2314'
 TF2314'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2314'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2314'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2314'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2314'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2314'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2314'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2314'AND---CANADA---ON THE WEST SIDE.
 TF2314'
 TF2314'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2314'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2314'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2314'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2314'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2314
 TF2314                          STATION RECOVERY (1938)
 TF2314
 TF2314'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2314'RECOVERED IN GOOD CONDITION.
 TF2314
 TF2314                          STATION RECOVERY (1975)
 TF2314
 TF2314'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2315 ***********************************************************************
 TF2315  DESIGNATION -  BOUNDARY MON 681 CD US
 TF2315  PID         -  TF2315
 TF2315  STATE/COUNTY-  ND/BOTTINEAU
 TF2315  USGS QUAD   -  WESTHOPE (1951)
 TF2315
 TF2315                         *CURRENT SURVEY CONTROL
 TF2315  ___________________________________________________________________
 TF2315* NAD 83(1996)-  48 59 58.56910(N)    101 00 18.71251(W)     ADJUSTED  
 TF2315* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 TF2315  ___________________________________________________________________
 TF2315  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 TF2315  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TF2315
 TF2315  HORZ ORDER  -  THIRD
 TF2315
 TF2315.The horizontal coordinates were established by classical geodetic methods
 TF2315.and adjusted by the National Geodetic Survey in January 1998..
 TF2315
 TF2315.The orthometric height was scaled from a topographic map.
 TF2315
 TF2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2315
 TF2315.The geoid height was determined by GEOID03.
 TF2315
 TF2315;                    North         East     Units Scale Factor Converg.
 TF2315;SPC ND N     -   222,454.912   563,031.378   MT  1.00006372   -0 22 33.4
 TF2315;SPC ND N     -   729,838.95  1,847,215.81   iFT  1.00006372   -0 22 33.4
 TF2315;UTM  14      - 5,429,348.835   353,337.730   MT  0.99986425   -1 30 49.0
 TF2315
 TF2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2315!SPC ND N     -   0.99993219  x   1.00006372  =   0.99999590
 TF2315!UTM  14      -   0.99993219  x   0.99986425  =   0.99979645
 TF2315
 TF2315:                Primary Azimuth Mark                     Grid Az
 TF2315:SPC ND N     -  BOUNDARY MON 680 CD US                   270 22 01.8
 TF2315:UTM  14      -  BOUNDARY MON 680 CD US                   271 30 17.4
 TF2315
 TF2315|---------------------------------------------------------------------|
 TF2315| PID    Reference Object                     Distance      Geod. Az  |
 TF2315|                                                           dddmmss.s |
 TF2315| TF2314 BOUNDARY MON 680 CD US              APPROX. 2.4 KM 2695928.4 |
 TF2315|---------------------------------------------------------------------|
 TF2315
 TF2315                          SUPERSEDED SURVEY CONTROL
 TF2315
 TF2315  NAD 83(1986)-  48 59 58.56173(N)    101 00 18.71652(W) AD(       ) 3
 TF2315
 TF2315.Superseded values are not recommended for survey control.
 TF2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2315.See file dsdata.txt to determine how the superseded data were derived.
 TF2315
 TF2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5333829349(NAD 83)
 TF2315_MARKER: Z = SEE DESCRIPTION
 TF2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2315_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2315+STABILITY: SURFACE MOTION
 TF2315
 TF2315  HISTORY     - Date     Condition        Report By
 TF2315  HISTORY     - 1910     MONUMENTED       IBC
 TF2315  HISTORY     - 1938     GOOD             IBC
 TF2315  HISTORY     - 1975     GOOD             IBC
 TF2315
 TF2315                          STATION DESCRIPTION
 TF2315
 TF2315'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2315'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2315'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2315'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2315'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2315'
 TF2315'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2315'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2315'---OCTOBER 20, 1818---.
 TF2315'
 TF2315'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2315'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2315'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2315'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2315'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2315'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2315'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2315'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2315'
 TF2315'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2315'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2315'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2315'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2315'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2315'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2315'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2315'AND---CANADA---ON THE WEST SIDE.
 TF2315'
 TF2315'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2315'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2315'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2315'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2315'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2315
 TF2315                          STATION RECOVERY (1938)
 TF2315
 TF2315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2315'RECOVERED IN GOOD CONDITION.
 TF2315
 TF2315                          STATION RECOVERY (1975)
 TF2315
 TF2315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2316 ***********************************************************************
 TF2316  DESIGNATION -  BOUNDARY MON 682 CD US
 TF2316  PID         -  TF2316
 TF2316  STATE/COUNTY-  ND/BOTTINEAU
 TF2316  USGS QUAD   -  LANDA (1949)
 TF2316
 TF2316                         *CURRENT SURVEY CONTROL
 TF2316  ___________________________________________________________________
 TF2316* NAD 83(1996)-  48 59 58.60161(N)    100 58 19.05114(W)     ADJUSTED  
 TF2316* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 TF2316  ___________________________________________________________________
 TF2316  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 TF2316  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF2316
 TF2316  HORZ ORDER  -  THIRD
 TF2316
 TF2316.The horizontal coordinates were established by classical geodetic methods
 TF2316.and adjusted by the National Geodetic Survey in January 1998..
 TF2316
 TF2316.The orthometric height was scaled from a topographic map.
 TF2316
 TF2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2316
 TF2316.The geoid height was determined by GEOID03.
 TF2316
 TF2316;                    North         East     Units Scale Factor Converg.
 TF2316;SPC ND N     -   222,440.482   565,463.686   MT  1.00006372   -0 21 04.3
 TF2316;SPC ND N     -   729,791.61  1,855,195.82   iFT  1.00006372   -0 21 04.3
 TF2316;UTM  14      - 5,429,286.135   355,768.777   MT  0.99985556   -1 29 18.6
 TF2316
 TF2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2316!SPC ND N     -   0.99993376  x   1.00006372  =   0.99999748
 TF2316!UTM  14      -   0.99993376  x   0.99985556  =   0.99978933
 TF2316
 TF2316:                Primary Azimuth Mark                     Grid Az
 TF2316:SPC ND N     -  BOUNDARY MON 681 CD US                   270 20 24.3
 TF2316:UTM  14      -  BOUNDARY MON 681 CD US                   271 28 38.6
 TF2316
 TF2316|---------------------------------------------------------------------|
 TF2316| PID    Reference Object                     Distance      Geod. Az  |
 TF2316|                                                           dddmmss.s |
 TF2316| TF2315 BOUNDARY MON 681 CD US              APPROX. 2.4 KM 2695920.0 |
 TF2316|---------------------------------------------------------------------|
 TF2316
 TF2316                          SUPERSEDED SURVEY CONTROL
 TF2316
 TF2316  NAD 83(1986)-  48 59 58.59352(N)    100 58 19.05229(W) AD(       ) 3
 TF2316
 TF2316.Superseded values are not recommended for survey control.
 TF2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2316.See file dsdata.txt to determine how the superseded data were derived.
 TF2316
 TF2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5576929286(NAD 83)
 TF2316_MARKER: Z = SEE DESCRIPTION
 TF2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2316+STABILITY: SURFACE MOTION
 TF2316
 TF2316  HISTORY     - Date     Condition        Report By
 TF2316  HISTORY     - 1910     MONUMENTED       IBC
 TF2316  HISTORY     - 1975     GOOD             IBC
 TF2316
 TF2316                          STATION DESCRIPTION
 TF2316
 TF2316'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2316'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2316'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2316'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2316'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2316'
 TF2316'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2316'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2316'---OCTOBER 20, 1818---.
 TF2316'
 TF2316'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2316'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2316'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2316'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2316'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2316'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2316'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2316'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2316'
 TF2316'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2316'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2316'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2316'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2316'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2316'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2316'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2316'AND---CANADA---ON THE WEST SIDE.
 TF2316'
 TF2316'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2316'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2316'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2316'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2316'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2316
 TF2316                          STATION RECOVERY (1975)
 TF2316
 TF2316'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2317 ***********************************************************************
 TF2317  DESIGNATION -  BOUNDARY MON 683 CD US
 TF2317  PID         -  TF2317
 TF2317  STATE/COUNTY-  ND/BOTTINEAU
 TF2317  USGS QUAD   -  LANDA (1949)
 TF2317
 TF2317                         *CURRENT SURVEY CONTROL
 TF2317  ___________________________________________________________________
 TF2317* NAD 83(1996)-  48 59 58.58361(N)    100 56 09.27097(W)     ADJUSTED  
 TF2317* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 TF2317  ___________________________________________________________________
 TF2317  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 TF2317  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 TF2317
 TF2317  HORZ ORDER  -  THIRD
 TF2317
 TF2317.The horizontal coordinates were established by classical geodetic methods
 TF2317.and adjusted by the National Geodetic Survey in January 1998..
 TF2317
 TF2317.The orthometric height was scaled from a topographic map.
 TF2317
 TF2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2317
 TF2317.The geoid height was determined by GEOID03.
 TF2317
 TF2317;                    North         East     Units Scale Factor Converg.
 TF2317;SPC ND N     -   222,424.374   568,101.672   MT  1.00006372   -0 19 27.7
 TF2317;SPC ND N     -   729,738.76  1,863,850.63   iFT  1.00006372   -0 19 27.7
 TF2317;UTM  14      - 5,429,217.694   358,405.363   MT  0.99984630   -1 27 40.6
 TF2317
 TF2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2317!SPC ND N     -   0.99993251  x   1.00006372  =   0.99999623
 TF2317!UTM  14      -   0.99993251  x   0.99984630  =   0.99977882
 TF2317
 TF2317:                Primary Azimuth Mark                     Grid Az
 TF2317:SPC ND N     -  BOUNDARY MON 682 CD US                   270 21 00.2
 TF2317:UTM  14      -  BOUNDARY MON 682 CD US                   271 29 13.1
 TF2317
 TF2317|---------------------------------------------------------------------|
 TF2317| PID    Reference Object                     Distance      Geod. Az  |
 TF2317|                                                           dddmmss.s |
 TF2317| TF2316 BOUNDARY MON 682 CD US              APPROX. 2.6 KM 2700132.5 |
 TF2317|---------------------------------------------------------------------|
 TF2317
 TF2317                          SUPERSEDED SURVEY CONTROL
 TF2317
 TF2317  NAD 83(1986)-  48 59 58.57518(N)    100 56 09.26926(W) AD(       ) 3
 TF2317
 TF2317.Superseded values are not recommended for survey control.
 TF2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2317.See file dsdata.txt to determine how the superseded data were derived.
 TF2317
 TF2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5840529218(NAD 83)
 TF2317_MARKER: Z = SEE DESCRIPTION
 TF2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2317+STABILITY: SURFACE MOTION
 TF2317
 TF2317  HISTORY     - Date     Condition        Report By
 TF2317  HISTORY     - 1910     MONUMENTED       IBC
 TF2317  HISTORY     - 1975     GOOD             IBC
 TF2317
 TF2317                          STATION DESCRIPTION
 TF2317
 TF2317'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2317'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2317'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2317'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2317'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2317'
 TF2317'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2317'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2317'---OCTOBER 20, 1818---.
 TF2317'
 TF2317'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2317'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2317'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2317'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2317'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2317'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2317'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2317'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2317'
 TF2317'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2317'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2317'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2317'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2317'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2317'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2317'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2317'AND---CANADA---ON THE WEST SIDE.
 TF2317'
 TF2317'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2317'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2317'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2317'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2317'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2317
 TF2317                          STATION RECOVERY (1975)
 TF2317
 TF2317'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2318 ***********************************************************************
 TF2318  DESIGNATION -  BOUNDARY MON 684 CD US
 TF2318  PID         -  TF2318
 TF2318  STATE/COUNTY-  ND/BOTTINEAU
 TF2318  USGS QUAD   -  LANDA (1949)
 TF2318
 TF2318                         *CURRENT SURVEY CONTROL
 TF2318  ___________________________________________________________________
 TF2318* NAD 83(1996)-  48 59 58.57368(N)    100 54 44.00318(W)     ADJUSTED  
 TF2318* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 TF2318  ___________________________________________________________________
 TF2318  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 TF2318  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TF2318
 TF2318  HORZ ORDER  -  THIRD
 TF2318
 TF2318.The horizontal coordinates were established by classical geodetic methods
 TF2318.and adjusted by the National Geodetic Survey in January 1998..
 TF2318
 TF2318.The orthometric height was scaled from a topographic map.
 TF2318
 TF2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2318
 TF2318.The geoid height was determined by GEOID03.
 TF2318
 TF2318;                    North         East     Units Scale Factor Converg.
 TF2318;SPC ND N     -   222,414.521   569,834.879   MT  1.00006372   -0 18 24.3
 TF2318;SPC ND N     -   729,706.43  1,869,537.00   iFT  1.00006372   -0 18 24.3
 TF2318;UTM  14      - 5,429,173.468   360,137.651   MT  0.99984031   -1 26 36.2
 TF2318
 TF2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2318!SPC ND N     -   0.99993173  x   1.00006372  =   0.99999544
 TF2318!UTM  14      -   0.99993173  x   0.99984031  =   0.99977205
 TF2318
 TF2318:                Primary Azimuth Mark                     Grid Az
 TF2318:SPC ND N     -  HOPE                                     182 54 28.7
 TF2318:UTM  14      -  HOPE                                     184 02 40.6
 TF2318
 TF2318|---------------------------------------------------------------------|
 TF2318| PID    Reference Object                     Distance      Geod. Az  |
 TF2318|                                                           dddmmss.s |
 TF2318| TF2289 HOPE                                APPROX. 3.3 KM 1823604.4 |
 TF2318|---------------------------------------------------------------------|
 TF2318
 TF2318                          SUPERSEDED SURVEY CONTROL
 TF2318
 TF2318  NAD 83(1986)-  48 59 58.56547(N)    100 54 43.99878(W) AD(       ) 3
 TF2318
 TF2318.Superseded values are not recommended for survey control.
 TF2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2318.See file dsdata.txt to determine how the superseded data were derived.
 TF2318
 TF2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV6013829173(NAD 83)
 TF2318_MARKER: Z = SEE DESCRIPTION
 TF2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2318+STABILITY: SURFACE MOTION
 TF2318
 TF2318  HISTORY     - Date     Condition        Report By
 TF2318  HISTORY     - 1910     MONUMENTED       IBC
 TF2318  HISTORY     - 1975     GOOD             IBC
 TF2318
 TF2318                          STATION DESCRIPTION
 TF2318
 TF2318'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2318'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2318'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2318'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2318'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2318'
 TF2318'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2318'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2318'---OCTOBER 20, 1818---.
 TF2318'
 TF2318'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2318'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2318'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2318'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2318'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2318'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2318'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2318'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2318'
 TF2318'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2318'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2318'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2318'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2318'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2318'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2318'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2318'AND---CANADA---ON THE WEST SIDE.
 TF2318'
 TF2318'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2318'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2318'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2318'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2318'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2318
 TF2318                          STATION RECOVERY (1975)
 TF2318
 TF2318'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2319 ***********************************************************************
 TF2319  DESIGNATION -  BOUNDARY MON 685 CD US
 TF2319  PID         -  TF2319
 TF2319  STATE/COUNTY-  ND/BOTTINEAU
 TF2319  USGS QUAD   -  LANDA (1949)
 TF2319
 TF2319                         *CURRENT SURVEY CONTROL
 TF2319  ___________________________________________________________________
 TF2319* NAD 83(1996)-  48 59 58.49910(N)    100 53 00.33946(W)     ADJUSTED  
 TF2319* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 TF2319  ___________________________________________________________________
 TF2319  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 TF2319  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 TF2319
 TF2319  HORZ ORDER  -  THIRD
 TF2319
 TF2319.The horizontal coordinates were established by classical geodetic methods
 TF2319.and adjusted by the National Geodetic Survey in January 1998..
 TF2319
 TF2319.The orthometric height was scaled from a topographic map.
 TF2319
 TF2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2319
 TF2319.The geoid height was determined by GEOID03.
 TF2319
 TF2319;                    North         East     Units Scale Factor Converg.
 TF2319;SPC ND N     -   222,401.330   571,942.007   MT  1.00006372   -0 17 07.2
 TF2319;SPC ND N     -   729,663.16  1,876,450.15   iFT  1.00006372   -0 17 07.2
 TF2319;UTM  14      - 5,429,118.498   362,243.624   MT  0.99983313   -1 25 18.0
 TF2319
 TF2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2319!SPC ND N     -   0.99993126  x   1.00006372  =   0.99999498
 TF2319!UTM  14      -   0.99993126  x   0.99983313  =   0.99976440
 TF2319
 TF2319:                Primary Azimuth Mark                     Grid Az
 TF2319:SPC ND N     -  BOUNDARY MON 686 CD US                   090 20 20.9
 TF2319:UTM  14      -  BOUNDARY MON 686 CD US                   091 28 31.7
 TF2319
 TF2319|---------------------------------------------------------------------|
 TF2319| PID    Reference Object                     Distance      Geod. Az  |
 TF2319|                                                           dddmmss.s |
 TF2319| TF2320 BOUNDARY MON 686 CD US              APPROX. 2.1 KM 0900313.7 |
 TF2319|---------------------------------------------------------------------|
 TF2319
 TF2319                          SUPERSEDED SURVEY CONTROL
 TF2319
 TF2319  NAD 83(1986)-  48 59 58.49183(N)    100 53 00.33233(W) AD(       ) 3
 TF2319
 TF2319.Superseded values are not recommended for survey control.
 TF2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2319.See file dsdata.txt to determine how the superseded data were derived.
 TF2319
 TF2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV6224429118(NAD 83)
 TF2319_MARKER: Z = SEE DESCRIPTION
 TF2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2319+STABILITY: SURFACE MOTION
 TF2319
 TF2319  HISTORY     - Date     Condition        Report By
 TF2319  HISTORY     - 1910     MONUMENTED       IBC
 TF2319  HISTORY     - 1975     GOOD             IBC
 TF2319
 TF2319                          STATION DESCRIPTION
 TF2319
 TF2319'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2319'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2319'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2319'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2319'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2319'
 TF2319'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2319'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2319'---OCTOBER 20, 1818---.
 TF2319'
 TF2319'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2319'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2319'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2319'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2319'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2319'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2319'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2319'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2319'
 TF2319'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2319'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2319'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2319'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2319'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2319'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2319'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2319'AND---CANADA---ON THE WEST SIDE.
 TF2319'
 TF2319'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2319'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2319'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2319'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2319'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2319
 TF2319                          STATION RECOVERY (1975)
 TF2319
 TF2319'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2320 ***********************************************************************
 TF2320  DESIGNATION -  BOUNDARY MON 686 CD US
 TF2320  PID         -  TF2320
 TF2320  STATE/COUNTY-  ND/BOTTINEAU
 TF2320  USGS QUAD   -  ROTH (1954)
 TF2320
 TF2320                         *CURRENT SURVEY CONTROL
 TF2320  ___________________________________________________________________
 TF2320* NAD 83(1996)-  48 59 58.42080(N)    100 51 15.16790(W)     ADJUSTED  
 TF2320* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TF2320  ___________________________________________________________________
 TF2320  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 TF2320  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF2320
 TF2320  HORZ ORDER  -  THIRD
 TF2320
 TF2320.The horizontal coordinates were established by classical geodetic methods
 TF2320.and adjusted by the National Geodetic Survey in January 1998..
 TF2320
 TF2320.The orthometric height was scaled from a topographic map.
 TF2320
 TF2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2320
 TF2320.The geoid height was determined by GEOID03.
 TF2320
 TF2320;                    North         East     Units Scale Factor Converg.
 TF2320;SPC ND N     -   222,388.670   574,079.790   MT  1.00006371   -0 15 48.9
 TF2320;SPC ND N     -   729,621.62  1,883,463.88   iFT  1.00006371   -0 15 48.9
 TF2320;UTM  14      - 5,429,063.465   364,380.235   MT  0.99982595   -1 23 58.5
 TF2320
 TF2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2320!SPC ND N     -   0.99993079  x   1.00006371  =   0.99999450
 TF2320!UTM  14      -   0.99993079  x   0.99982595  =   0.99975676
 TF2320
 TF2320:                Primary Azimuth Mark                     Grid Az
 TF2320:SPC ND N     -  BOUNDARY MON 685 CD US                   270 20 22.0
 TF2320:UTM  14      -  BOUNDARY MON 685 CD US                   271 28 31.6
 TF2320
 TF2320|---------------------------------------------------------------------|
 TF2320| PID    Reference Object                     Distance      Geod. Az  |
 TF2320|                                                           dddmmss.s |
 TF2320| TF2319 BOUNDARY MON 685 CD US              APPROX. 2.1 KM 2700433.1 |
 TF2320|---------------------------------------------------------------------|
 TF2320
 TF2320                          SUPERSEDED SURVEY CONTROL
 TF2320
 TF2320  NAD 83(1986)-  48 59 58.41503(N)    100 51 15.15803(W) AD(       ) 3
 TF2320
 TF2320.Superseded values are not recommended for survey control.
 TF2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2320.See file dsdata.txt to determine how the superseded data were derived.
 TF2320
 TF2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV6438029063(NAD 83)
 TF2320_MARKER: Z = SEE DESCRIPTION
 TF2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2320+STABILITY: SURFACE MOTION
 TF2320
 TF2320  HISTORY     - Date     Condition        Report By
 TF2320  HISTORY     - 1910     MONUMENTED       IBC
 TF2320  HISTORY     - 1975     GOOD             IBC
 TF2320
 TF2320                          STATION DESCRIPTION
 TF2320
 TF2320'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2320'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2320'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2320'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2320'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2320'
 TF2320'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2320'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2320'---OCTOBER 20, 1818---.
 TF2320'
 TF2320'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2320'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2320'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2320'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2320'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2320'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2320'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2320'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2320'
 TF2320'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2320'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2320'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2320'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2320'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2320'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2320'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2320'AND---CANADA---ON THE WEST SIDE.
 TF2320'
 TF2320'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2320'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2320'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2320'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2320'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2320
 TF2320                          STATION RECOVERY (1975)
 TF2320
 TF2320'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2259 ***********************************************************************
 TF2259  DESIGNATION -  BOUNDARY MON 687 CD US
 TF2259  PID         -  TF2259
 TF2259  STATE/COUNTY-  ND/BOTTINEAU
 TF2259  USGS QUAD   -  ROTH (1954)
 TF2259
 TF2259                         *CURRENT SURVEY CONTROL
 TF2259  ___________________________________________________________________
 TF2259* NAD 83(1996)-  48 59 58.35728(N)    100 49 02.47390(W)     ADJUSTED  
 TF2259* NAVD 88     -       467.1    (meters)    1532.     (feet)  VERTCON   
 TF2259  ___________________________________________________________________
 TF2259  X           -    -786,893.363 (meters)                     COMP
 TF2259  Y           -  -4,118,262.304 (meters)                     COMP
 TF2259  Z           -   4,790,862.075 (meters)                     COMP
 TF2259  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TF2259  ELLIP HEIGHT-         446.03  (meters)          (01/23/98) GPS OBS
 TF2259  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF2259
 TF2259  HORZ ORDER  -  FIRST
 TF2259  ELLP ORDER  -  FOURTH    CLASS I
 TF2259
 TF2259.The horizontal coordinates were established by GPS observations
 TF2259.and adjusted by the National Geodetic Survey in January 1998..
 TF2259
 TF2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2259
 TF2259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2259
 TF2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2259
 TF2259.The ellipsoidal height was determined by GPS observations
 TF2259.and is referenced to NAD 83.
 TF2259
 TF2259.The geoid height was determined by GEOID03.
 TF2259
 TF2259;                    North         East     Units Scale Factor Converg.
 TF2259;SPC ND N     -   222,374.945   576,777.023   MT  1.00006371   -0 14 10.2
 TF2259;SPC ND N     -   729,576.59  1,892,313.07   iFT  1.00006371   -0 14 10.2
 TF2259;UTM  14      - 5,428,996.293   367,076.014   MT  0.99981706   -1 22 18.4
 TF2259
 TF2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2259!SPC ND N     -   0.99993011  x   1.00006371  =   0.99999381
 TF2259!UTM  14      -   0.99993011  x   0.99981706  =   0.99974718
 TF2259
 TF2259:                Primary Azimuth Mark                     Grid Az
 TF2259:SPC ND N     -  BOUNDARY MON 686 CD US                   270 17 30.3
 TF2259:UTM  14      -  BOUNDARY MON 686 CD US                   271 25 38.5
 TF2259
 TF2259|---------------------------------------------------------------------|
 TF2259| PID    Reference Object                     Distance      Geod. Az  |
 TF2259|                                                           dddmmss.s |
 TF2259| TF2320 BOUNDARY MON 686 CD US              APPROX. 2.7 KM 2700320.1 |
 TF2259|---------------------------------------------------------------------|
 TF2259
 TF2259                          SUPERSEDED SURVEY CONTROL
 TF2259
 TF2259  NAD 83(1986)-  48 59 58.35326(N)    100 49 02.46109(W) AD(       ) 1
 TF2259  NGVD 29 (08/25/89)  466.7    (m)         1531.     (f) GPS OBS        
 TF2259
 TF2259.Superseded values are not recommended for survey control.
 TF2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2259.See file dsdata.txt to determine how the superseded data were derived.
 TF2259
 TF2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV6707628996(NAD 83)
 TF2259_MARKER: DU = BOUNDARY MARKER
 TF2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TF2259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2259+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 TF2259
 TF2259  HISTORY     - Date     Condition        Report By
 TF2259  HISTORY     - 1910     MONUMENTED       IBC
 TF2259  HISTORY     - 1910     GOOD             IBC
 TF2259  HISTORY     - 1975     GOOD             IBC
 TF2259  HISTORY     - 19880908 SEE DESCRIPTION  NGS
 TF2259
 TF2259                          STATION DESCRIPTION
 TF2259
 TF2259'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2259'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2259'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2259'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2259'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2259'
 TF2259'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2259'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2259'---OCTOBER 20, 1818---.
 TF2259'
 TF2259'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2259'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2259'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2259'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2259'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2259'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2259'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2259'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2259'
 TF2259'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2259'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2259'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2259'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2259'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2259'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2259'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2259'AND---CANADA---ON THE WEST SIDE.
 TF2259'
 TF2259'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2259'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2259'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2259'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2259'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2259
 TF2259                          STATION RECOVERY (1910)
 TF2259
 TF2259'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TF2259'RECOVERED IN GOOD CONDITION.
 TF2259
 TF2259                          STATION RECOVERY (1975)
 TF2259
 TF2259'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2259'RECOVERED IN GOOD CONDITION.
 TF2259
 TF2259                          STATION RECOVERY (1988)
 TF2259
 TF2259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF2259'THE MONUMENT IS LOCATED ABOUT 14.89 KM (9.25 MI) EAST OF THE WESTHOPE,
 TF2259'NORTH DAKOTA - COULTER, MANITOBA BORDER CROSSING, 10.86 KM (6.75 MI)
 TF2259'SOUTH OF WASKADA, MANITOBA AND ABOUT 10.06 KM (6.25 MI) NORTH OF
 TF2259'ROTH, NORTH DAKOTA.
 TF2259'TO REACH THE MONUMENT FROM THE SMALL TOWN OF ROTH, GO WEST ON THE
 TF2259'PAVED ROAD FOR 1.29 KM (0.80 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT
 TF2259'AND GO NORTH ON THE GRAVEL ROAD FOR 6.52 KM (4.05 MI) TO A CROSSROAD
 TF2259'AND THE LESJE CHURCH ABOUT 0.16 KM (0.10 MI) WEST.  CONTINUE NORTH ON
 TF2259'THE GRAVEL ROAD FOR 1.6 KM (1.00 MI) TO A CROSSROAD.  CONTINUE NORTH
 TF2259'ON THE GRAVEL ROAD FOR 1.37 KM (0.85 MI)  TO THE END OF THE GRAVEL
 TF2259'ROAD.  CONTINUE NORTH ON A TRACK ROAD FOR 0.72 KM (0.45 MI) TO THE
 TF2259'BOUNDARY.  TURN RIGHT AND GO EAST ALONG THE BOUNDARY FOR 0.16 KM
 TF2259'(0.10 MI) TO THE MONUMENT.
 TF2259'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.30 M
 TF2259'(4.3 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TF2259'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TF2259'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TF2259'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TF2259'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --687-- IS DRILLED NEAR THE
 TF2259'TOP OF THE EAST SIDE OF THE OBELISK.
 TF2259'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE SOUTH AND
 TF2259'ABOUT 1 CM TO THE EAST.
 TF2259'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 4 CM NORTH AND 2 CM WEST OF
 TF2259'THE APEX OF THE OBELISK AND ON THE TOP OF THE NORTH FACE OF THE
 TF2259'OBELISK.  THE AREA AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY
 TF2259'WHEEL.  MONUMENT POSITIONS REPRESENTED BY A PUNCH MARK WILL BE
 TF2259'REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH
 TF2259'MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TF2259'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2321 ***********************************************************************
 TF2321  DESIGNATION -  BOUNDARY MON 688 CD US
 TF2321  PID         -  TF2321
 TF2321  STATE/COUNTY-  ND/BOTTINEAU
 TF2321  USGS QUAD   -  ROTH (1954)
 TF2321
 TF2321                         *CURRENT SURVEY CONTROL
 TF2321  ___________________________________________________________________
 TF2321* NAD 83(1996)-  48 59 58.29508(N)    100 46 48.83909(W)     ADJUSTED  
 TF2321* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TF2321  ___________________________________________________________________
 TF2321  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TF2321  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF2321
 TF2321  HORZ ORDER  -  THIRD
 TF2321
 TF2321.The horizontal coordinates were established by classical geodetic methods
 TF2321.and adjusted by the National Geodetic Survey in January 1998..
 TF2321
 TF2321.The orthometric height was scaled from a topographic map.
 TF2321
 TF2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2321
 TF2321.The geoid height was determined by GEOID03.
 TF2321
 TF2321;                    North         East     Units Scale Factor Converg.
 TF2321;SPC ND N     -   222,362.483   579,493.388   MT  1.00006370   -0 12 30.7
 TF2321;SPC ND N     -   729,535.71  1,901,225.03   iFT  1.00006370   -0 12 30.7
 TF2321;UTM  14      - 5,428,930.024   369,790.916   MT  0.99980828   -1 20 37.5
 TF2321
 TF2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2321!SPC ND N     -   0.99992986  x   1.00006370  =   0.99999355
 TF2321!UTM  14      -   0.99992986  x   0.99980828  =   0.99973815
 TF2321
 TF2321:                Primary Azimuth Mark                     Grid Az
 TF2321:SPC ND N     -  BOUNDARY MON 687 CD US                   270 15 47.0
 TF2321:UTM  14      -  BOUNDARY MON 687 CD US                   271 23 53.8
 TF2321
 TF2321|---------------------------------------------------------------------|
 TF2321| PID    Reference Object                     Distance      Geod. Az  |
 TF2321|                                                           dddmmss.s |
 TF2321| TF2259 BOUNDARY MON 687 CD US              APPROX. 2.7 KM 2700316.3 |
 TF2321|---------------------------------------------------------------------|
 TF2321
 TF2321                          SUPERSEDED SURVEY CONTROL
 TF2321
 TF2321  NAD 83(1986)-  48 59 58.29217(N)    100 46 48.82630(W) AD(       ) 3
 TF2321
 TF2321.Superseded values are not recommended for survey control.
 TF2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2321.See file dsdata.txt to determine how the superseded data were derived.
 TF2321
 TF2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV6979128930(NAD 83)
 TF2321_MARKER: Z = SEE DESCRIPTION
 TF2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2321+STABILITY: SURFACE MOTION
 TF2321
 TF2321  HISTORY     - Date     Condition        Report By
 TF2321  HISTORY     - 1910     MONUMENTED       IBC
 TF2321  HISTORY     - 1938     GOOD             IBC
 TF2321  HISTORY     - 1975     GOOD             IBC
 TF2321
 TF2321                          STATION DESCRIPTION
 TF2321
 TF2321'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2321'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2321'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2321'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2321'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2321'
 TF2321'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2321'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2321'---OCTOBER 20, 1818---.
 TF2321'
 TF2321'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2321'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2321'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2321'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2321'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2321'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2321'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2321'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2321'
 TF2321'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2321'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2321'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2321'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2321'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2321'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2321'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2321'AND---CANADA---ON THE WEST SIDE.
 TF2321'
 TF2321'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2321'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2321'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2321'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2321'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2321
 TF2321                          STATION RECOVERY (1938)
 TF2321
 TF2321'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2321'RECOVERED IN GOOD CONDITION.
 TF2321
 TF2321                          STATION RECOVERY (1975)
 TF2321
 TF2321'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2322 ***********************************************************************
 TF2322  DESIGNATION -  BOUNDARY MON 689 CD US
 TF2322  PID         -  TF2322
 TF2322  STATE/COUNTY-  ND/BOTTINEAU
 TF2322  USGS QUAD   -  ROTH (1954)
 TF2322
 TF2322                         *CURRENT SURVEY CONTROL
 TF2322  ___________________________________________________________________
 TF2322* NAD 83(1996)-  48 59 58.24883(N)    100 45 12.77769(W)     ADJUSTED  
 TF2322* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 TF2322  ___________________________________________________________________
 TF2322  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 TF2322  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF2322
 TF2322  HORZ ORDER  -  THIRD
 TF2322
 TF2322.The horizontal coordinates were established by classical geodetic methods
 TF2322.and adjusted by the National Geodetic Survey in January 1998..
 TF2322
 TF2322.The orthometric height was scaled from a topographic map.
 TF2322
 TF2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2322
 TF2322.The geoid height was determined by GEOID03.
 TF2322
 TF2322;                    North         East     Units Scale Factor Converg.
 TF2322;SPC ND N     -   222,354.285   581,446.010   MT  1.00006370   -0 11 19.2
 TF2322;SPC ND N     -   729,508.81  1,907,631.27   iFT  1.00006370   -0 11 19.2
 TF2322;UTM  14      - 5,428,883.160   371,742.488   MT  0.99980208   -1 19 24.9
 TF2322
 TF2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2322!SPC ND N     -   0.99993033  x   1.00006370  =   0.99999402
 TF2322!UTM  14      -   0.99993033  x   0.99980208  =   0.99973242
 TF2322
 TF2322:                Primary Azimuth Mark                     Grid Az
 TF2322:SPC ND N     -  BOUNDARY MON 688 CD US                   270 14 26.4
 TF2322:UTM  14      -  BOUNDARY MON 688 CD US                   271 22 32.1
 TF2322
 TF2322|---------------------------------------------------------------------|
 TF2322| PID    Reference Object                     Distance      Geod. Az  |
 TF2322|                                                           dddmmss.s |
 TF2322| TF2321 BOUNDARY MON 688 CD US              APPROX. 2.0 KM 2700307.2 |
 TF2322|---------------------------------------------------------------------|
 TF2322
 TF2322                          SUPERSEDED SURVEY CONTROL
 TF2322
 TF2322  NAD 83(1986)-  48 59 58.24638(N)    100 45 12.76490(W) AD(       ) 3
 TF2322
 TF2322.Superseded values are not recommended for survey control.
 TF2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2322.See file dsdata.txt to determine how the superseded data were derived.
 TF2322
 TF2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV7174228883(NAD 83)
 TF2322_MARKER: Z = SEE DESCRIPTION
 TF2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2322+STABILITY: SURFACE MOTION
 TF2322
 TF2322  HISTORY     - Date     Condition        Report By
 TF2322  HISTORY     - 1910     MONUMENTED       IBC
 TF2322  HISTORY     - 1975     GOOD             IBC
 TF2322
 TF2322                          STATION DESCRIPTION
 TF2322
 TF2322'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2322'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2322'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2322'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2322'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2322'
 TF2322'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2322'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2322'---OCTOBER 20, 1818---.
 TF2322'
 TF2322'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2322'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2322'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2322'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2322'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2322'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2322'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2322'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2322'
 TF2322'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2322'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2322'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2322'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2322'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2322'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2322'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2322'AND---CANADA---ON THE WEST SIDE.
 TF2322'
 TF2322'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2322'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2322'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2322'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2322'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2322
 TF2322                          STATION RECOVERY (1975)
 TF2322
 TF2322'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2323 ***********************************************************************
 TF2323  DESIGNATION -  BOUNDARY MON 690 CD US
 TF2323  PID         -  TF2323
 TF2323  STATE/COUNTY-  ND/BOTTINEAU
 TF2323  USGS QUAD   -  SOURIS (1954)
 TF2323
 TF2323                         *CURRENT SURVEY CONTROL
 TF2323  ___________________________________________________________________
 TF2323* NAD 83(1996)-  48 59 58.19904(N)    100 43 36.53722(W)     ADJUSTED  
 TF2323* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 TF2323  ___________________________________________________________________
 TF2323  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 TF2323  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF2323
 TF2323  HORZ ORDER  -  THIRD
 TF2323
 TF2323.The horizontal coordinates were established by classical geodetic methods
 TF2323.and adjusted by the National Geodetic Survey in January 1998..
 TF2323
 TF2323.The orthometric height was scaled from a topographic map.
 TF2323
 TF2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2323
 TF2323.The geoid height was determined by GEOID03.
 TF2323
 TF2323;                    North         East     Units Scale Factor Converg.
 TF2323;SPC ND N     -   222,346.645   583,402.275   MT  1.00006369   -0 10 07.6
 TF2323;SPC ND N     -   729,483.74  1,914,049.46   iFT  1.00006369   -0 10 07.6
 TF2323;UTM  14      - 5,428,836.791   373,697.701   MT  0.99979597   -1 18 12.3
 TF2323
 TF2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2323!SPC ND N     -   0.99993048  x   1.00006369  =   0.99999417
 TF2323!UTM  14      -   0.99993048  x   0.99979597  =   0.99972647
 TF2323
 TF2323:                Primary Azimuth Mark                     Grid Az
 TF2323:SPC ND N     -  BOUNDARY MON 689 CD US                   270 13 26.1
 TF2323:UTM  14      -  BOUNDARY MON 689 CD US                   271 21 30.8
 TF2323
 TF2323|---------------------------------------------------------------------|
 TF2323| PID    Reference Object                     Distance      Geod. Az  |
 TF2323|                                                           dddmmss.s |
 TF2323| TF2322 BOUNDARY MON 689 CD US              APPROX. 2.0 KM 2700318.5 |
 TF2323|---------------------------------------------------------------------|
 TF2323
 TF2323                          SUPERSEDED SURVEY CONTROL
 TF2323
 TF2323  NAD 83(1986)-  48 59 58.19680(N)    100 43 36.52446(W) AD(       ) 3
 TF2323
 TF2323.Superseded values are not recommended for survey control.
 TF2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2323.See file dsdata.txt to determine how the superseded data were derived.
 TF2323
 TF2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV7369828837(NAD 83)
 TF2323_MARKER: Z = SEE DESCRIPTION
 TF2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2323+STABILITY: SURFACE MOTION
 TF2323
 TF2323  HISTORY     - Date     Condition        Report By
 TF2323  HISTORY     - 1910     MONUMENTED       IBC
 TF2323  HISTORY     - 1938     GOOD             IBC
 TF2323  HISTORY     - 1975     GOOD             IBC
 TF2323
 TF2323                          STATION DESCRIPTION
 TF2323
 TF2323'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2323'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2323'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2323'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2323'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2323'
 TF2323'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2323'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2323'---OCTOBER 20, 1818---.
 TF2323'
 TF2323'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2323'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2323'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2323'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2323'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2323'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2323'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2323'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2323'
 TF2323'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2323'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2323'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2323'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2323'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2323'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2323'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2323'AND---CANADA---ON THE WEST SIDE.
 TF2323'
 TF2323'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2323'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2323'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2323'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2323'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2323
 TF2323                          STATION RECOVERY (1938)
 TF2323
 TF2323'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2323'RECOVERED IN GOOD CONDITION.
 TF2323
 TF2323                          STATION RECOVERY (1975)
 TF2323
 TF2323'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2324 ***********************************************************************
 TF2324  DESIGNATION -  BOUNDARY MON 691 CD US
 TF2324  PID         -  TF2324
 TF2324  STATE/COUNTY-  ND/BOTTINEAU
 TF2324  USGS QUAD   -  SOURIS (1954)
 TF2324
 TF2324                         *CURRENT SURVEY CONTROL
 TF2324  ___________________________________________________________________
 TF2324* NAD 83(1996)-  48 59 58.10663(N)    100 41 05.29881(W)     ADJUSTED  
 TF2324* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 TF2324  ___________________________________________________________________
 TF2324  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 TF2324  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF2324
 TF2324  HORZ ORDER  -  THIRD
 TF2324
 TF2324.The horizontal coordinates were established by classical geodetic methods
 TF2324.and adjusted by the National Geodetic Survey in January 1998..
 TF2324
 TF2324.The orthometric height was scaled from a topographic map.
 TF2324
 TF2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2324
 TF2324.The geoid height was determined by GEOID03.
 TF2324
 TF2324;                    North         East     Units Scale Factor Converg.
 TF2324;SPC ND N     -   222,335.573   586,476.480   MT  1.00006369   -0 08 15.1
 TF2324;SPC ND N     -   729,447.42  1,924,135.43   iFT  1.00006369   -0 08 15.1
 TF2324;UTM  14      - 5,428,764.879   376,770.246   MT  0.99978655   -1 16 18.1
 TF2324
 TF2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2324!SPC ND N     -   0.99992954  x   1.00006369  =   0.99999323
 TF2324!UTM  14      -   0.99992954  x   0.99978655  =   0.99971611
 TF2324
 TF2324:                Primary Azimuth Mark                     Grid Az
 TF2324:SPC ND N     -  BOUNDARY MON 690 CD US                   270 12 23.7
 TF2324:UTM  14      -  BOUNDARY MON 690 CD US                   271 20 26.7
 TF2324
 TF2324|---------------------------------------------------------------------|
 TF2324| PID    Reference Object                     Distance      Geod. Az  |
 TF2324|                                                           dddmmss.s |
 TF2324| TF2323 BOUNDARY MON 690 CD US              APPROX. 3.1 KM 2700408.6 |
 TF2324|---------------------------------------------------------------------|
 TF2324
 TF2324                          SUPERSEDED SURVEY CONTROL
 TF2324
 TF2324  NAD 83(1986)-  48 59 58.10449(N)    100 41 05.28601(W) AD(       ) 3
 TF2324
 TF2324.Superseded values are not recommended for survey control.
 TF2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2324.See file dsdata.txt to determine how the superseded data were derived.
 TF2324
 TF2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV7677028765(NAD 83)
 TF2324_MARKER: Z = SEE DESCRIPTION
 TF2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2324+STABILITY: SURFACE MOTION
 TF2324
 TF2324  HISTORY     - Date     Condition        Report By
 TF2324  HISTORY     - 1910     MONUMENTED       IBC
 TF2324  HISTORY     - 1938     GOOD             IBC
 TF2324  HISTORY     - 1975     GOOD             IBC
 TF2324
 TF2324                          STATION DESCRIPTION
 TF2324
 TF2324'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2324'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2324'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2324'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2324'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2324'
 TF2324'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2324'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2324'---OCTOBER 20, 1818---.
 TF2324'
 TF2324'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2324'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2324'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2324'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2324'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2324'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2324'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2324'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2324'
 TF2324'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2324'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2324'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2324'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2324'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2324'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2324'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2324'AND---CANADA---ON THE WEST SIDE.
 TF2324'
 TF2324'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2324'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2324'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2324'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2324'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2324
 TF2324                          STATION RECOVERY (1938)
 TF2324
 TF2324'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2324'RECOVERED IN GOOD CONDITION.
 TF2324
 TF2324                          STATION RECOVERY (1975)
 TF2324
 TF2324'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2325 ***********************************************************************
 TF2325  DESIGNATION -  BOUNDARY MON 692 CD US
 TF2325  PID         -  TF2325
 TF2325  STATE/COUNTY-  ND/BOTTINEAU
 TF2325  USGS QUAD   -  SOURIS (1954)
 TF2325
 TF2325                         *CURRENT SURVEY CONTROL
 TF2325  ___________________________________________________________________
 TF2325* NAD 83(1996)-  48 59 58.01989(N)    100 38 34.03018(W)     ADJUSTED  
 TF2325* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TF2325  ___________________________________________________________________
 TF2325  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 TF2325  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TF2325
 TF2325  HORZ ORDER  -  THIRD
 TF2325
 TF2325.The horizontal coordinates were established by classical geodetic methods
 TF2325.and adjusted by the National Geodetic Survey in January 1998..
 TF2325
 TF2325.The orthometric height was scaled from a topographic map.
 TF2325
 TF2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2325
 TF2325.The geoid height was determined by GEOID03.
 TF2325
 TF2325;                    North         East     Units Scale Factor Converg.
 TF2325;SPC ND N     -   222,326.352   589,551.306   MT  1.00006368   -0 06 22.5
 TF2325;SPC ND N     -   729,417.17  1,934,223.44   iFT  1.00006368   -0 06 22.5
 TF2325;UTM  14      - 5,428,694.830   379,843.422   MT  0.99977736   -1 14 23.9
 TF2325
 TF2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2325!SPC ND N     -   0.99992546  x   1.00006368  =   0.99998913
 TF2325!UTM  14      -   0.99992546  x   0.99977736  =   0.99970284
 TF2325
 TF2325:                Primary Azimuth Mark                     Grid Az
 TF2325:SPC ND N     -  BOUNDARY MON 691 CD US                   270 10 19.3
 TF2325:UTM  14      -  BOUNDARY MON 691 CD US                   271 18 20.7
 TF2325
 TF2325|---------------------------------------------------------------------|
 TF2325| PID    Reference Object                     Distance      Geod. Az  |
 TF2325|                                                           dddmmss.s |
 TF2325| TF2324 BOUNDARY MON 691 CD US              APPROX. 3.1 KM 2700356.8 |
 TF2325|---------------------------------------------------------------------|
 TF2325
 TF2325                          SUPERSEDED SURVEY CONTROL
 TF2325
 TF2325  NAD 83(1986)-  48 59 58.01789(N)    100 38 34.01733(W) AD(       ) 3
 TF2325
 TF2325.Superseded values are not recommended for survey control.
 TF2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2325.See file dsdata.txt to determine how the superseded data were derived.
 TF2325
 TF2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV7984328695(NAD 83)
 TF2325_MARKER: Z = SEE DESCRIPTION
 TF2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2325+STABILITY: SURFACE MOTION
 TF2325
 TF2325  HISTORY     - Date     Condition        Report By
 TF2325  HISTORY     - 1910     MONUMENTED       IBC
 TF2325  HISTORY     - 1938     GOOD             IBC
 TF2325  HISTORY     - 1975     GOOD             IBC
 TF2325
 TF2325                          STATION DESCRIPTION
 TF2325
 TF2325'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2325'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2325'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2325'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2325'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2325'
 TF2325'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2325'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2325'---OCTOBER 20, 1818---.
 TF2325'
 TF2325'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2325'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2325'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2325'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2325'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2325'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2325'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2325'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2325'
 TF2325'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2325'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2325'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2325'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2325'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2325'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2325'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2325'AND---CANADA---ON THE WEST SIDE.
 TF2325'
 TF2325'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2325'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2325'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2325'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2325'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2325
 TF2325                          STATION RECOVERY (1938)
 TF2325
 TF2325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2325'RECOVERED IN GOOD CONDITION.
 TF2325
 TF2325                          STATION RECOVERY (1975)
 TF2325
 TF2325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2326 ***********************************************************************
 TF2326  DESIGNATION -  BOUNDARY MON 693 CD US
 TF2326  PID         -  TF2326
 TF2326  STATE/COUNTY-  ND/BOTTINEAU
 TF2326  USGS QUAD   -  CARBURY (1956)
 TF2326
 TF2326                         *CURRENT SURVEY CONTROL
 TF2326  ___________________________________________________________________
 TF2326* NAD 83(1996)-  48 59 57.97007(N)    100 36 47.53794(W)     ADJUSTED  
 TF2326* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 TF2326  ___________________________________________________________________
 TF2326  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 TF2326  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TF2326
 TF2326  HORZ ORDER  -  THIRD
 TF2326
 TF2326.The horizontal coordinates were established by classical geodetic methods
 TF2326.and adjusted by the National Geodetic Survey in January 1998..
 TF2326
 TF2326.The orthometric height was scaled from a topographic map.
 TF2326
 TF2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2326
 TF2326.The geoid height was determined by GEOID03.
 TF2326
 TF2326;                    North         East     Units Scale Factor Converg.
 TF2326;SPC ND N     -   222,321.214   591,715.970   MT  1.00006368   -0 05 03.3
 TF2326;SPC ND N     -   729,400.31  1,941,325.36   iFT  1.00006368   -0 05 03.3
 TF2326;UTM  14      - 5,428,646.884   382,006.935   MT  0.99977103   -1 13 03.5
 TF2326
 TF2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2326!SPC ND N     -   0.99992075  x   1.00006368  =   0.99998443
 TF2326!UTM  14      -   0.99992075  x   0.99977103  =   0.99969180
 TF2326
 TF2326:                Primary Azimuth Mark                     Grid Az
 TF2326:SPC ND N     -  BOUNDARY MON 692 CD US                   270 08 10.1
 TF2326:UTM  14      -  BOUNDARY MON 692 CD US                   271 16 10.3
 TF2326
 TF2326|---------------------------------------------------------------------|
 TF2326| PID    Reference Object                     Distance      Geod. Az  |
 TF2326|                                                           dddmmss.s |
 TF2326| TF2325 BOUNDARY MON 692 CD US              APPROX. 2.2 KM 2700306.8 |
 TF2326|---------------------------------------------------------------------|
 TF2326
 TF2326                          SUPERSEDED SURVEY CONTROL
 TF2326
 TF2326  NAD 83(1986)-  48 59 57.96823(N)    100 36 47.52505(W) AD(       ) 3
 TF2326
 TF2326.Superseded values are not recommended for survey control.
 TF2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2326.See file dsdata.txt to determine how the superseded data were derived.
 TF2326
 TF2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8200728647(NAD 83)
 TF2326_MARKER: Z = SEE DESCRIPTION
 TF2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2326+STABILITY: SURFACE MOTION
 TF2326
 TF2326  HISTORY     - Date     Condition        Report By
 TF2326  HISTORY     - 1910     MONUMENTED       IBC
 TF2326  HISTORY     - 1938     GOOD             IBC
 TF2326  HISTORY     - 1975     GOOD             IBC
 TF2326
 TF2326                          STATION DESCRIPTION
 TF2326
 TF2326'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2326'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2326'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2326'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2326'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2326'
 TF2326'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2326'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2326'---OCTOBER 20, 1818---.
 TF2326'
 TF2326'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2326'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2326'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2326'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2326'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2326'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2326'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2326'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2326'
 TF2326'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2326'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2326'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2326'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2326'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2326'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2326'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2326'AND---CANADA---ON THE WEST SIDE.
 TF2326'
 TF2326'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2326'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2326'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2326'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2326'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2326
 TF2326                          STATION RECOVERY (1938)
 TF2326
 TF2326'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2326'RECOVERED IN GOOD CONDITION.
 TF2326
 TF2326                          STATION RECOVERY (1975)
 TF2326
 TF2326'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2327 ***********************************************************************
 TF2327  DESIGNATION -  BOUNDARY MON 694 CD US
 TF2327  PID         -  TF2327
 TF2327  STATE/COUNTY-  ND/BOTTINEAU
 TF2327  USGS QUAD   -  CARBURY (1956)
 TF2327
 TF2327                         *CURRENT SURVEY CONTROL
 TF2327  ___________________________________________________________________
 TF2327* NAD 83(1996)-  48 59 57.91741(N)    100 35 01.54705(W)     ADJUSTED  
 TF2327* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 TF2327  ___________________________________________________________________
 TF2327  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 TF2327  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF2327
 TF2327  HORZ ORDER  -  THIRD
 TF2327
 TF2327.The horizontal coordinates were established by classical geodetic methods
 TF2327.and adjusted by the National Geodetic Survey in January 1998..
 TF2327
 TF2327.The orthometric height was scaled from a topographic map.
 TF2327
 TF2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2327
 TF2327.The geoid height was determined by GEOID03.
 TF2327
 TF2327;                    North         East     Units Scale Factor Converg.
 TF2327;SPC ND N     -   222,316.832   593,870.446   MT  1.00006367   -0 03 44.4
 TF2327;SPC ND N     -   729,385.93  1,948,393.85   iFT  1.00006367   -0 03 44.4
 TF2327;UTM  14      - 5,428,599.906   384,160.265   MT  0.99976485   -1 11 43.5
 TF2327
 TF2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2327!SPC ND N     -   0.99991980  x   1.00006367  =   0.99998347
 TF2327!UTM  14      -   0.99991980  x   0.99976485  =   0.99968467
 TF2327
 TF2327:                Primary Azimuth Mark                     Grid Az
 TF2327:SPC ND N     -  BOUNDARY MON 693 CD US                   270 07 00.2
 TF2327:UTM  14      -  BOUNDARY MON 693 CD US                   271 14 59.3
 TF2327
 TF2327|---------------------------------------------------------------------|
 TF2327| PID    Reference Object                     Distance      Geod. Az  |
 TF2327|                                                           dddmmss.s |
 TF2327| TF2326 BOUNDARY MON 693 CD US              APPROX. 2.2 KM 2700315.8 |
 TF2327|---------------------------------------------------------------------|
 TF2327
 TF2327                          SUPERSEDED SURVEY CONTROL
 TF2327
 TF2327  NAD 83(1986)-  48 59 57.91580(N)    100 35 01.53415(W) AD(       ) 3
 TF2327
 TF2327.Superseded values are not recommended for survey control.
 TF2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2327.See file dsdata.txt to determine how the superseded data were derived.
 TF2327
 TF2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8416028600(NAD 83)
 TF2327_MARKER: Z = SEE DESCRIPTION
 TF2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2327+STABILITY: SURFACE MOTION
 TF2327
 TF2327  HISTORY     - Date     Condition        Report By
 TF2327  HISTORY     - 1910     MONUMENTED       IBC
 TF2327  HISTORY     - 1938     GOOD             IBC
 TF2327  HISTORY     - 1975     GOOD             IBC
 TF2327
 TF2327                          STATION DESCRIPTION
 TF2327
 TF2327'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2327'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2327'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2327'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2327'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2327'
 TF2327'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2327'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2327'---OCTOBER 20, 1818---.
 TF2327'
 TF2327'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2327'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2327'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2327'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2327'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2327'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2327'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2327'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2327'
 TF2327'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2327'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2327'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2327'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2327'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2327'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2327'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2327'AND---CANADA---ON THE WEST SIDE.
 TF2327'
 TF2327'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2327'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2327'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2327'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2327'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2327
 TF2327                          STATION RECOVERY (1938)
 TF2327
 TF2327'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2327'RECOVERED IN GOOD CONDITION.
 TF2327
 TF2327                          STATION RECOVERY (1975)
 TF2327
 TF2327'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TF2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2328 ***********************************************************************
 TF2328  DESIGNATION -  BOUNDARY MON 695 A
 TF2328  PID         -  TF2328
 TF2328  STATE/COUNTY-  ND/BOTTINEAU
 TF2328  USGS QUAD   -  CARBURY (1956)
 TF2328
 TF2328                         *CURRENT SURVEY CONTROL
 TF2328  ___________________________________________________________________
 TF2328* NAD 83(1996)-  48 59 57.87101(N)    100 33 22.72537(W)     ADJUSTED  
 TF2328* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 TF2328  ___________________________________________________________________
 TF2328  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 TF2328  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF2328
 TF2328  HORZ ORDER  -  THIRD
 TF2328
 TF2328.The horizontal coordinates were established by classical geodetic methods
 TF2328.and adjusted by the National Geodetic Survey in January 1998..
 TF2328
 TF2328.The orthometric height was scaled from a topographic map.
 TF2328
 TF2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2328
 TF2328.The geoid height was determined by GEOID03.
 TF2328
 TF2328;                    North         East     Units Scale Factor Converg.
 TF2328;SPC ND N     -   222,313.571   595,879.195   MT  1.00006367   -0 02 30.9
 TF2328;SPC ND N     -   729,375.23  1,954,984.24   iFT  1.00006367   -0 02 30.9
 TF2328;UTM  14      - 5,428,556.942   386,167.951   MT  0.99975918   -1 10 28.8
 TF2328
 TF2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2328!SPC ND N     -   0.99991604  x   1.00006367  =   0.99997970
 TF2328!UTM  14      -   0.99991604  x   0.99975918  =   0.99967524
 TF2328
 TF2328                          SUPERSEDED SURVEY CONTROL
 TF2328
 TF2328  NAD 83(1986)-  48 59 57.86938(N)    100 33 22.71235(W) AD(       ) 3
 TF2328
 TF2328.Superseded values are not recommended for survey control.
 TF2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2328.See file dsdata.txt to determine how the superseded data were derived.
 TF2328
 TF2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8616828557(NAD 83)
 TF2328_MARKER: U = CONCRETE POST
 TF2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2328+STABILITY: SURFACE MOTION
 TF2328
 TF2328  HISTORY     - Date     Condition        Report By
 TF2328  HISTORY     - 1938     MONUMENTED       IBC
 TF2328  HISTORY     - 1953     GOOD             IBC
 TF2328  HISTORY     - 1956     GOOD             IBC
 TF2328  HISTORY     - 1963     GOOD             IBC
 TF2328  HISTORY     - 1964     GOOD             IBC
 TF2328  HISTORY     - 1965     GOOD             IBC
 TF2328  HISTORY     - 1966     GOOD             IBC
 TF2328  HISTORY     - 1971     GOOD             IBC
 TF2328  HISTORY     - 1975     GOOD             IBC
 TF2328  HISTORY     - 1980     GOOD             IBC
 TF2328
 TF2328                          STATION DESCRIPTION
 TF2328
 TF2328'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TF2328'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TF2328'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TF2328'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TF2328'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TF2328'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TF2328'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TF2328'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TF2328'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TF2328'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TF2328'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TF2328'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TF2328'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TF2328'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TF2328'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TF2328'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TF2328'CONCRETE.
 TF2328'
 TF2328'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TF2328'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TF2328'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TF2328'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TF2328'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TF2328'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TF2328'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TF2328'695 AND 696, ONE ON EACH SIDE OF THE PUBLIC ROAD, TO MARK THE
 TF2328'BOUNDARY CROSSING ON THE HIGHWAY LEADING SOUTH FROM GOODLANDS,
 TF2328'MANITOBA, TO CARBURY, NORTH DAKOTA.
 TF2328
 TF2328                          STATION RECOVERY (1953)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1956)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1963)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1964)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1965)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1966)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1971)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1975)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TF2328'RECOVERED IN GOOD CONDITION.
 TF2328
 TF2328                          STATION RECOVERY (1980)
 TF2328
 TF2328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2329 ***********************************************************************
 TF2329  DESIGNATION -  BOUNDARY MON 695 B
 TF2329  PID         -  TF2329
 TF2329  STATE/COUNTY-  ND/BOTTINEAU
 TF2329  USGS QUAD   -  CARBURY (1956)
 TF2329
 TF2329                         *CURRENT SURVEY CONTROL
 TF2329  ___________________________________________________________________
 TF2329* NAD 83(1996)-  48 59 57.87047(N)    100 33 20.99624(W)     ADJUSTED  
 TF2329* NAVD 88     -       557.     (meters)    1827.     (feet)  SCALED    
 TF2329  ___________________________________________________________________
 TF2329  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 TF2329  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF2329
 TF2329  HORZ ORDER  -  THIRD
 TF2329
 TF2329.The horizontal coordinates were established by classical geodetic methods
 TF2329.and adjusted by the National Geodetic Survey in January 1998..
 TF2329
 TF2329.The orthometric height was scaled from a topographic map.
 TF2329
 TF2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2329
 TF2329.The geoid height was determined by GEOID03.
 TF2329
 TF2329;                    North         East     Units Scale Factor Converg.
 TF2329;SPC ND N     -   222,313.529   595,914.343   MT  1.00006367   -0 02 29.6
 TF2329;SPC ND N     -   729,375.10  1,955,099.55   iFT  1.00006367   -0 02 29.6
 TF2329;UTM  14      - 5,428,556.205   386,203.081   MT  0.99975908   -1 10 27.5
 TF2329
 TF2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2329!SPC ND N     -   0.99991604  x   1.00006367  =   0.99997970
 TF2329!UTM  14      -   0.99991604  x   0.99975908  =   0.99967514
 TF2329
 TF2329:                Primary Azimuth Mark                     Grid Az
 TF2329:SPC ND N     -  BOUNDARY MON 696 CD US                   090 04 07.2
 TF2329:UTM  14      -  BOUNDARY MON 696 CD US                   091 12 05.1
 TF2329
 TF2329|---------------------------------------------------------------------|
 TF2329| PID    Reference Object                     Distance      Geod. Az  |
 TF2329|                                                           dddmmss.s |
 TF2329| TF2330 BOUNDARY MON 696 CD US              APPROX. 2.1 KM 0900137.6 |
 TF2329| TF2328 BOUNDARY MON 695 A                   35.146 METERS 27002     |
 TF2329|---------------------------------------------------------------------|
 TF2329
 TF2329                          SUPERSEDED SURVEY CONTROL
 TF2329
 TF2329  NAD 83(1986)-  48 59 57.86883(N)    100 33 20.98329(W) AD(       ) 3
 TF2329
 TF2329.Superseded values are not recommended for survey control.
 TF2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2329.See file dsdata.txt to determine how the superseded data were derived.
 TF2329
 TF2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8620328556(NAD 83)
 TF2329_MARKER: U = CONCRETE POST
 TF2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2329+STABILITY: SURFACE MOTION
 TF2329
 TF2329  HISTORY     - Date     Condition        Report By
 TF2329  HISTORY     - 1938     MONUMENTED       IBC
 TF2329  HISTORY     - 1953     GOOD             IBC
 TF2329  HISTORY     - 1956     GOOD             IBC
 TF2329  HISTORY     - 1963     GOOD             IBC
 TF2329  HISTORY     - 1964     GOOD             IBC
 TF2329  HISTORY     - 1965     GOOD             IBC
 TF2329  HISTORY     - 1966     GOOD             IBC
 TF2329  HISTORY     - 1971     GOOD             IBC
 TF2329  HISTORY     - 1975     GOOD             IBC
 TF2329  HISTORY     - 1980     GOOD             IBC
 TF2329
 TF2329                          STATION DESCRIPTION
 TF2329
 TF2329'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TF2329'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TF2329'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TF2329'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TF2329'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TF2329'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TF2329'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TF2329'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TF2329'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TF2329'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TF2329'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TF2329'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TF2329'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TF2329'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TF2329'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TF2329'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TF2329'CONCRETE.
 TF2329'
 TF2329'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TF2329'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TF2329'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TF2329'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TF2329'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TF2329'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TF2329'SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS
 TF2329'695 AND 696, ONE ON EACH SIDE OF THE PUBLIC ROAD, TO MARK THE
 TF2329'BOUNDARY CROSSING ON THE HIGHWAY LEADING SOUTH FROM GOODLANDS,
 TF2329'MANITOBA, TO CARBURY, NORTH DAKOTA.
 TF2329
 TF2329                          STATION RECOVERY (1953)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1956)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1963)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1964)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1965)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1966)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1971)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1975)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TF2329'RECOVERED IN GOOD CONDITION.
 TF2329
 TF2329                          STATION RECOVERY (1980)
 TF2329
 TF2329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0575 ***********************************************************************
 TF0575  DESIGNATION -  BOUNDARY MON 695 CD US
 TF0575  PID         -  TF0575
 TF0575  STATE/COUNTY-  ND/BOTTINEAU
 TF0575  USGS QUAD   -  CARBURY (1956)
 TF0575
 TF0575                         *CURRENT SURVEY CONTROL
 TF0575  ___________________________________________________________________
 TF0575* NAD 83(1996)-  48 59 57.87201(N)    100 33 25.93869(W)     ADJUSTED  
 TF0575* NAVD 88     -       556.926  (meters)    1827.18   (feet)  ADJUSTED  
 TF0575  ___________________________________________________________________
 TF0575  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 TF0575  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF0575  DYNAMIC HT  -         557.053 (meters)    1827.60  (feet)  COMP
 TF0575  MODELED GRAV-     980,819.8   (mgal)                       NAVD 88
 TF0575
 TF0575  HORZ ORDER  -  THIRD
 TF0575  VERT ORDER  -  SECOND    CLASS 0
 TF0575
 TF0575.The horizontal coordinates were established by classical geodetic methods
 TF0575.and adjusted by the National Geodetic Survey in January 1998..
 TF0575
 TF0575.The orthometric height was determined by differential leveling
 TF0575.and adjusted by the National Geodetic Survey in June 1991..
 TF0575
 TF0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0575
 TF0575.The geoid height was determined by GEOID03.
 TF0575
 TF0575.The dynamic height is computed by dividing the NAVD 88
 TF0575.geopotential number by the normal gravity value computed on the
 TF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0575.degrees latitude (g = 980.6199 gals.).
 TF0575
 TF0575.The modeled gravity was interpolated from observed gravity values.
 TF0575
 TF0575;                    North         East     Units Scale Factor Converg.
 TF0575;SPC ND N     -   222,313.650   595,813.878   MT  1.00006367   -0 02 33.2
 TF0575;SPC ND N     -   729,375.49  1,954,769.94   iFT  1.00006367   -0 02 33.2
 TF0575;UTM  14      - 5,428,558.312   386,102.668   MT  0.99975936   -1 10 31.3
 TF0575
 TF0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0575!SPC ND N     -   0.99991611  x   1.00006367  =   0.99997978
 TF0575!UTM  14      -   0.99991611  x   0.99975936  =   0.99967549
 TF0575
 TF0575|---------------------------------------------------------------------|
 TF0575| PID    Reference Object                     Distance      Geod. Az  |
 TF0575|                                                           dddmmss.s |
 TF0575| TF2328 BOUNDARY MON 695 A                   65.313 METERS 09002     |
 TF0575| TF2327 BOUNDARY MON 694 CD US              APPROX. 1.9 KM 2700304.9 |
 TF0575|---------------------------------------------------------------------|
 TF0575
 TF0575                          SUPERSEDED SURVEY CONTROL
 TF0575
 TF0575  NAD 83(1986)-  48 59 57.87038(N)    100 33 25.92524(W) AD(       ) 3
 TF0575  NGVD 29 (??/??/92)  556.517  (m)         1825.84   (f) ADJ UNCH    2 0
 TF0575
 TF0575.Superseded values are not recommended for survey control.
 TF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0575.See file dsdata.txt to determine how the superseded data were derived.
 TF0575
 TF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8610328558(NAD 83)
 TF0575_MARKER: Z = SEE DESCRIPTION
 TF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF0575_STAMPING: H 67 1934
 TF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0575+STABILITY: SURFACE MOTION
 TF0575
 TF0575  HISTORY     - Date     Condition        Report By
 TF0575  HISTORY     - 1910     MONUMENTED       IBC
 TF0575  HISTORY     - 1910     GOOD             IBC
 TF0575  HISTORY     - 1938     GOOD             IBC
 TF0575  HISTORY     - 1943     GOOD             IBC
 TF0575  HISTORY     - 1953     GOOD             IBC
 TF0575  HISTORY     - 1963     GOOD             IBC
 TF0575  HISTORY     - 1965     GOOD             IBC
 TF0575  HISTORY     - 1971     GOOD             IBC
 TF0575  HISTORY     - 1975     GOOD             IBC
 TF0575  HISTORY     - 1980     GOOD             IBC
 TF0575
 TF0575                          STATION DESCRIPTION
 TF0575
 TF0575'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF0575'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF0575'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF0575'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF0575'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF0575'
 TF0575'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF0575'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF0575'---OCTOBER 20, 1818---.
 TF0575'
 TF0575'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF0575'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF0575'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF0575'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF0575'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF0575'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF0575'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF0575'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF0575'
 TF0575'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF0575'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF0575'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF0575'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF0575'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF0575'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF0575'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF0575'AND---CANADA---ON THE WEST SIDE.
 TF0575'
 TF0575'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF0575'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF0575'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF0575'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF0575'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF0575
 TF0575                          STATION RECOVERY (1910)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TF0575'7.3 MI N FROM CARBURY.
 TF0575'7.3 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN RAILWAY
 TF0575'STATION AT CARBURY, BOTTINEAU COUNTY, 265 FEET WEST OF THE CENTERLINE
 TF0575'OF THE HIGHWAY, AND 200 FEET WEST OF BENCH MARK H 67 1934. THE APEX OF
 TF0575'INTERNATIONAL BOUNDARY COMMISSION MARKER 695.
 TF0575
 TF0575                          STATION RECOVERY (1938)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1943)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1953)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1963)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1965)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1971)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1975)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975
 TF0575'RECOVERED IN GOOD CONDITION.
 TF0575
 TF0575                          STATION RECOVERY (1980)
 TF0575
 TF0575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2330 ***********************************************************************
 TF2330  DESIGNATION -  BOUNDARY MON 696 CD US
 TF2330  PID         -  TF2330
 TF2330  STATE/COUNTY-  ND/BOTTINEAU
 TF2330  USGS QUAD   -  CARBURY (1956)
 TF2330
 TF2330                         *CURRENT SURVEY CONTROL
 TF2330  ___________________________________________________________________
 TF2330* NAD 83(1996)-  48 59 57.82465(N)    100 31 36.22269(W)     ADJUSTED  
 TF2330* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 TF2330  ___________________________________________________________________
 TF2330  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 TF2330  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF2330
 TF2330  HORZ ORDER  -  THIRD
 TF2330
 TF2330.The horizontal coordinates were established by classical geodetic methods
 TF2330.and adjusted by the National Geodetic Survey in January 1998..
 TF2330
 TF2330.The orthometric height was scaled from a topographic map.
 TF2330
 TF2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2330
 TF2330.The geoid height was determined by GEOID03.
 TF2330
 TF2330;                    North         East     Units Scale Factor Converg.
 TF2330;SPC ND N     -   222,310.971   598,044.078   MT  1.00006366   -0 01 11.6
 TF2330;SPC ND N     -   729,366.70  1,962,086.87   iFT  1.00006366   -0 01 11.6
 TF2330;UTM  14      - 5,428,511.565   388,331.694   MT  0.99975319   -1 09 08.4
 TF2330
 TF2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2330!SPC ND N     -   0.99990099  x   1.00006366  =   0.99996464
 TF2330!UTM  14      -   0.99990099  x   0.99975319  =   0.99965420
 TF2330
 TF2330:                Primary Azimuth Mark                     Grid Az
 TF2330:SPC ND N     -  BOUNDARY MON 695 CD US                   270 04 08.3
 TF2330:UTM  14      -  BOUNDARY MON 695 CD US                   271 12 05.1
 TF2330
 TF2330|---------------------------------------------------------------------|
 TF2330| PID    Reference Object                     Distance      Geod. Az  |
 TF2330|                                                           dddmmss.s |
 TF2330| TF0575 BOUNDARY MON 695 CD US              APPROX. 2.2 KM 2700256.7 |
 TF2330|---------------------------------------------------------------------|
 TF2330
 TF2330                          SUPERSEDED SURVEY CONTROL
 TF2330
 TF2330  NAD 83(1986)-  48 59 57.82250(N)    100 31 36.20941(W) AD(       ) 3
 TF2330
 TF2330.Superseded values are not recommended for survey control.
 TF2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2330.See file dsdata.txt to determine how the superseded data were derived.
 TF2330
 TF2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8833228512(NAD 83)
 TF2330_MARKER: Z = SEE DESCRIPTION
 TF2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2330+STABILITY: SURFACE MOTION
 TF2330
 TF2330  HISTORY     - Date     Condition        Report By
 TF2330  HISTORY     - 1910     MONUMENTED       IBC
 TF2330  HISTORY     - 1938     GOOD             IBC
 TF2330  HISTORY     - 1943     GOOD             IBC
 TF2330  HISTORY     - 1953     GOOD             IBC
 TF2330  HISTORY     - 1963     GOOD             IBC
 TF2330  HISTORY     - 1970     GOOD             IBC
 TF2330  HISTORY     - 1980     GOOD             IBC
 TF2330
 TF2330                          STATION DESCRIPTION
 TF2330
 TF2330'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2330'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2330'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2330'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2330'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2330'
 TF2330'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2330'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2330'---OCTOBER 20, 1818---.
 TF2330'
 TF2330'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2330'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2330'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2330'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2330'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2330'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2330'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2330'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2330'
 TF2330'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2330'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2330'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2330'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2330'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2330'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2330'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2330'AND---CANADA---ON THE WEST SIDE.
 TF2330'
 TF2330'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2330'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2330'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2330'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2330'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2330
 TF2330                          STATION RECOVERY (1938)
 TF2330
 TF2330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2330'RECOVERED IN GOOD CONDITION.
 TF2330
 TF2330                          STATION RECOVERY (1943)
 TF2330
 TF2330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2330'RECOVERED IN GOOD CONDITION.
 TF2330
 TF2330                          STATION RECOVERY (1953)
 TF2330
 TF2330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2330'RECOVERED IN GOOD CONDITION.
 TF2330
 TF2330                          STATION RECOVERY (1963)
 TF2330
 TF2330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2330'RECOVERED IN GOOD CONDITION.
 TF2330
 TF2330                          STATION RECOVERY (1970)
 TF2330
 TF2330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2330'RECOVERED IN GOOD CONDITION.
 TF2330
 TF2330                          STATION RECOVERY (1980)
 TF2330
 TF2330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2260 ***********************************************************************
 TF2260  DESIGNATION -  BOUNDARY MON 697 CD US
 TF2260  PID         -  TF2260
 TF2260  STATE/COUNTY-  ND/BOTTINEAU
 TF2260  USGS QUAD   -  CARBURY (1956)
 TF2260
 TF2260                         *CURRENT SURVEY CONTROL
 TF2260  ___________________________________________________________________
 TF2260* NAD 83(1996)-  48 59 57.80348(N)    100 30 46.66119(W)     ADJUSTED  
 TF2260* NAVD 88     -       686.0    (meters)    2251.     (feet)  VERTCON   
 TF2260  ___________________________________________________________________
 TF2260  X           -    -765,031.938 (meters)                     COMP
 TF2260  Y           -  -4,122,538.038 (meters)                     COMP
 TF2260  Z           -   4,791,015.451 (meters)                     COMP
 TF2260  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 TF2260  ELLIP HEIGHT-         664.13  (meters)          (01/23/98) GPS OBS
 TF2260  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF2260
 TF2260  HORZ ORDER  -  FIRST
 TF2260  ELLP ORDER  -  FOURTH    CLASS I
 TF2260
 TF2260.The horizontal coordinates were established by GPS observations
 TF2260.and adjusted by the National Geodetic Survey in January 1998..
 TF2260
 TF2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2260
 TF2260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2260
 TF2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2260
 TF2260.The ellipsoidal height was determined by GPS observations
 TF2260.and is referenced to NAD 83.
 TF2260
 TF2260.The geoid height was determined by GEOID03.
 TF2260
 TF2260;                    North         East     Units Scale Factor Converg.
 TF2260;SPC ND N     -   222,310.058   599,051.516   MT  1.00006366   -0 00 34.7
 TF2260;SPC ND N     -   729,363.71  1,965,392.11   iFT  1.00006366   -0 00 34.7
 TF2260;UTM  14      - 5,428,490.748   389,338.604   MT  0.99975044   -1 08 31.0
 TF2260
 TF2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2260!SPC ND N     -   0.99989593  x   1.00006366  =   0.99995959
 TF2260!UTM  14      -   0.99989593  x   0.99975044  =   0.99964640
 TF2260
 TF2260:                Primary Azimuth Mark                     Grid Az
 TF2260:SPC ND N     -  BOUNDARY MON 696 CD US                   270 03 07.3
 TF2260:UTM  14      -  BOUNDARY MON 696 CD US                   271 11 03.6
 TF2260
 TF2260|---------------------------------------------------------------------|
 TF2260| PID    Reference Object                     Distance      Geod. Az  |
 TF2260|                                                           dddmmss.s |
 TF2260| TF2330 BOUNDARY MON 696 CD US              APPROX. 1.0 KM 2700232.6 |
 TF2260| TF2269 BOTTINEAU                             2.097 METERS 30722     |
 TF2260|---------------------------------------------------------------------|
 TF2260
 TF2260                          SUPERSEDED SURVEY CONTROL
 TF2260
 TF2260  NAD 83(1986)-  48 59 57.80068(N)    100 30 46.64723(W) AD(       ) 1
 TF2260  NGVD 29 (08/25/89)  685.6    (m)         2249.     (f) GPS OBS        
 TF2260
 TF2260.Superseded values are not recommended for survey control.
 TF2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2260.See file dsdata.txt to determine how the superseded data were derived.
 TF2260
 TF2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV8933928491(NAD 83)
 TF2260_MARKER: DU = BOUNDARY MARKER
 TF2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TF2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2260+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 TF2260
 TF2260  HISTORY     - Date     Condition        Report By
 TF2260  HISTORY     - 1910     MONUMENTED       IBC
 TF2260  HISTORY     - 1910     GOOD             IBC
 TF2260  HISTORY     - 1938     GOOD             IBC
 TF2260  HISTORY     - 1943     GOOD             IBC
 TF2260  HISTORY     - 1953     GOOD             IBC
 TF2260  HISTORY     - 1963     GOOD             IBC
 TF2260  HISTORY     - 1970     GOOD             IBC
 TF2260  HISTORY     - 1980     GOOD             IBC
 TF2260  HISTORY     - 19880908 SEE DESCRIPTION  NGS
 TF2260
 TF2260                          STATION DESCRIPTION
 TF2260
 TF2260'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2260'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2260'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2260'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2260'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2260'
 TF2260'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2260'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2260'---OCTOBER 20, 1818---.
 TF2260'
 TF2260'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2260'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2260'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2260'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2260'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2260'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2260'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2260'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2260'
 TF2260'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2260'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2260'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2260'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2260'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2260'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2260'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2260'AND---CANADA---ON THE WEST SIDE.
 TF2260'
 TF2260'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2260'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2260'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2260'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2260'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2260
 TF2260                          STATION RECOVERY (1910)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1910
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1938)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1943)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1953)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1963)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1970)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1980)
 TF2260
 TF2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2260'RECOVERED IN GOOD CONDITION.
 TF2260
 TF2260                          STATION RECOVERY (1988)
 TF2260
 TF2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF2260'THE MONUMENT IS LOCATED ABOUT 20.52 KM (12.75 MI) NORTH-NORTHWEST OF
 TF2260'BOTTINEAU AND ABOUT 3.2 KM (2.00 MI) EAST OF THE CARBURY, NORTH
 TF2260'DAKOTA - GOODLANDS, MANITOBA BORDER CROSSING.
 TF2260'TO REACH THE MONUMENT FROM THE U.S. CUSTOMS AT THE CARBURY - GOODLANDS
 TF2260'BORDER CROSSING, GO SOUTH ON STATE HIGHWAY 14 FOR 0.32 KM (0.20 MI)
 TF2260'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR
 TF2260'3.38 KM (2.10 MI) TO A POINT WHERE A HAY FIELD AND WHEAT FIELD MEET
 TF2260'ON THE LEFT.  TURN LEFT AND GO NORTH, FOLLOWING ALONG THE WEST SIDE
 TF2260'OF THE HAY FIELD, FOR 0.32 KM (0.20 MI) TO A FENCE AT THE BOUNDARY.
 TF2260'TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.08 KM
 TF2260'(0.05 MI) TO THE MONUMENT ON THE LEFT.
 TF2260'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.32 M
 TF2260'(4.3 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TF2260'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TF2260'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TF2260'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TF2260'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --697-- IS DRILLED NEAR THE
 TF2260'TOP OF THE EAST SIDE OF THE OBELISK.
 TF2260'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 5 CM TO THE WEST.
 TF2260'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 12.7 CM BENEATH THE APEX AND
 TF2260'ON THE EAST SIDE OF THE OBELISK.  MONUMENT POSITIONS REPRESENTED BY A
 TF2260'PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS
 TF2260'POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TF2260'THE AREA AROUND THE MONUMENT WAS CLEARED OF OVERGROWN POPLAR TREES
 TF2260'DURING THE SURVEY.
 TF2260'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2331 ***********************************************************************
 TF2331  DESIGNATION -  BOUNDARY MON 698 CD US
 TF2331  PID         -  TF2331
 TF2331  STATE/COUNTY-  ND/BOTTINEAU
 TF2331  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF2331
 TF2331                         *CURRENT SURVEY CONTROL
 TF2331  ___________________________________________________________________
 TF2331* NAD 83(1996)-  48 59 57.73849(N)    100 28 15.15550(W)     ADJUSTED  
 TF2331* NAVD 88     -       695.     (meters)    2280.     (feet)  SCALED    
 TF2331  ___________________________________________________________________
 TF2331  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 TF2331  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TF2331
 TF2331  HORZ ORDER  -  THIRD
 TF2331
 TF2331.The horizontal coordinates were established by classical geodetic methods
 TF2331.and adjusted by the National Geodetic Survey in January 1998..
 TF2331
 TF2331.The orthometric height was scaled from a topographic map.
 TF2331
 TF2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2331
 TF2331.The geoid height was determined by GEOID03.
 TF2331
 TF2331;                    North         East     Units Scale Factor Converg.
 TF2331;SPC ND N     -   222,308.373   602,131.179   MT  1.00006366   +0 01 18.0
 TF2331;SPC ND N     -   729,358.18  1,975,495.99   iFT  1.00006366   +0 01 18.0
 TF2331;UTM  14      - 5,428,428.238   392,416.655   MT  0.99974219   -1 06 36.6
 TF2331
 TF2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2331!SPC ND N     -   0.99989439  x   1.00006366  =   0.99995804
 TF2331!UTM  14      -   0.99989439  x   0.99974219  =   0.99963661
 TF2331
 TF2331:                Primary Azimuth Mark                     Grid Az
 TF2331:SPC ND N     -  BOUNDARY MON 697 CD US                   270 01 53.6
 TF2331:UTM  14      -  BOUNDARY MON 697 CD US                   271 09 48.2
 TF2331
 TF2331|---------------------------------------------------------------------|
 TF2331| PID    Reference Object                     Distance      Geod. Az  |
 TF2331|                                                           dddmmss.s |
 TF2331| TF2260 BOUNDARY MON 697 CD US              APPROX. 3.1 KM 2700311.6 |
 TF2331|---------------------------------------------------------------------|
 TF2331
 TF2331                          SUPERSEDED SURVEY CONTROL
 TF2331
 TF2331  NAD 83(1986)-  48 59 57.73219(N)    100 28 15.15706(W) AD(       ) 3
 TF2331
 TF2331.Superseded values are not recommended for survey control.
 TF2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2331.See file dsdata.txt to determine how the superseded data were derived.
 TF2331
 TF2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV9241728428(NAD 83)
 TF2331_MARKER: Z = SEE DESCRIPTION
 TF2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2331+STABILITY: SURFACE MOTION
 TF2331
 TF2331  HISTORY     - Date     Condition        Report By
 TF2331  HISTORY     - 1910     MONUMENTED       IBC
 TF2331  HISTORY     - 1943     GOOD             IBC
 TF2331  HISTORY     - 1953     GOOD             IBC
 TF2331  HISTORY     - 1963     GOOD             IBC
 TF2331  HISTORY     - 1970     GOOD             IBC
 TF2331  HISTORY     - 1980     GOOD             IBC
 TF2331
 TF2331                          STATION DESCRIPTION
 TF2331
 TF2331'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2331'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2331'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2331'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2331'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2331'
 TF2331'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2331'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2331'---OCTOBER 20, 1818---.
 TF2331'
 TF2331'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2331'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2331'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2331'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2331'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2331'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2331'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2331'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2331'
 TF2331'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2331'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2331'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2331'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2331'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2331'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2331'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2331'AND---CANADA---ON THE WEST SIDE.
 TF2331'
 TF2331'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2331'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2331'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2331'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2331'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2331
 TF2331                          STATION RECOVERY (1943)
 TF2331
 TF2331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2331'RECOVERED IN GOOD CONDITION.
 TF2331
 TF2331                          STATION RECOVERY (1953)
 TF2331
 TF2331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2331'RECOVERED IN GOOD CONDITION.
 TF2331
 TF2331                          STATION RECOVERY (1963)
 TF2331
 TF2331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2331'RECOVERED IN GOOD CONDITION.
 TF2331
 TF2331                          STATION RECOVERY (1970)
 TF2331
 TF2331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2331'RECOVERED IN GOOD CONDITION.
 TF2331
 TF2331                          STATION RECOVERY (1980)
 TF2331
 TF2331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2332 ***********************************************************************
 TF2332  DESIGNATION -  BOUNDARY MON 699 CD US
 TF2332  PID         -  TF2332
 TF2332  STATE/COUNTY-  ND/BOTTINEAU
 TF2332  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF2332
 TF2332                         *CURRENT SURVEY CONTROL
 TF2332  ___________________________________________________________________
 TF2332* NAD 83(1996)-  48 59 57.71545(N)    100 25 47.99300(W)     ADJUSTED  
 TF2332* NAVD 88     -       774.     (meters)    2539.     (feet)  SCALED    
 TF2332  ___________________________________________________________________
 TF2332  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 TF2332  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF2332
 TF2332  HORZ ORDER  -  THIRD
 TF2332
 TF2332.The horizontal coordinates were established by classical geodetic methods
 TF2332.and adjusted by the National Geodetic Survey in January 1998..
 TF2332
 TF2332.The orthometric height was scaled from a topographic map.
 TF2332
 TF2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2332
 TF2332.The geoid height was determined by GEOID03.
 TF2332
 TF2332;                    North         East     Units Scale Factor Converg.
 TF2332;SPC ND N     -   222,309.587   605,122.558   MT  1.00006366   +0 03 07.5
 TF2332;SPC ND N     -   729,362.16  1,985,310.23   iFT  1.00006366   +0 03 07.5
 TF2332;UTM  14      - 5,428,370.393   395,406.502   MT  0.99973439   -1 04 45.6
 TF2332
 TF2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2332!SPC ND N     -   0.99988200  x   1.00006366  =   0.99994566
 TF2332!UTM  14      -   0.99988200  x   0.99973439  =   0.99961643
 TF2332
 TF2332:                Primary Azimuth Mark                     Grid Az
 TF2332:SPC ND N     -  BOUNDARY MON 698 CD US                   269 58 37.1
 TF2332:UTM  14      -  BOUNDARY MON 698 CD US                   271 06 30.2
 TF2332
 TF2332|---------------------------------------------------------------------|
 TF2332| PID    Reference Object                     Distance      Geod. Az  |
 TF2332|                                                           dddmmss.s |
 TF2332| TF2331 BOUNDARY MON 698 CD US              APPROX. 3.0 KM 2700144.6 |
 TF2332| TF2004 SUMMIT                                3.702 METERS 34126     |
 TF2332|---------------------------------------------------------------------|
 TF2332
 TF2332                          SUPERSEDED SURVEY CONTROL
 TF2332
 TF2332  NAD 83(1986)-  48 59 57.70600(N)    100 25 47.99439(W) AD(       ) 3
 TF2332
 TF2332.Superseded values are not recommended for survey control.
 TF2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2332.See file dsdata.txt to determine how the superseded data were derived.
 TF2332
 TF2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV9540728370(NAD 83)
 TF2332_MARKER: Z = SEE DESCRIPTION
 TF2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2332+STABILITY: SURFACE MOTION
 TF2332
 TF2332  HISTORY     - Date     Condition        Report By
 TF2332  HISTORY     - 1910     MONUMENTED       IBC
 TF2332  HISTORY     - 1943     GOOD             IBC
 TF2332  HISTORY     - 1953     GOOD             IBC
 TF2332  HISTORY     - 1963     GOOD             IBC
 TF2332  HISTORY     - 1970     GOOD             IBC
 TF2332  HISTORY     - 1980     GOOD             IBC
 TF2332
 TF2332                          STATION DESCRIPTION
 TF2332
 TF2332'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2332'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2332'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2332'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2332'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2332'
 TF2332'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2332'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2332'---OCTOBER 20, 1818---.
 TF2332'
 TF2332'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2332'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2332'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2332'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2332'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2332'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2332'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2332'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2332'
 TF2332'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2332'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2332'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2332'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2332'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2332'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2332'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2332'AND---CANADA---ON THE WEST SIDE.
 TF2332'
 TF2332'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2332'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2332'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2332'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2332'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2332
 TF2332                          STATION RECOVERY (1943)
 TF2332
 TF2332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2332'RECOVERED IN GOOD CONDITION.
 TF2332
 TF2332                          STATION RECOVERY (1953)
 TF2332
 TF2332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2332'RECOVERED IN GOOD CONDITION.
 TF2332
 TF2332                          STATION RECOVERY (1963)
 TF2332
 TF2332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2332'RECOVERED IN GOOD CONDITION.
 TF2332
 TF2332                          STATION RECOVERY (1970)
 TF2332
 TF2332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2332'RECOVERED IN GOOD CONDITION.
 TF2332
 TF2332                          STATION RECOVERY (1980)
 TF2332
 TF2332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2333 ***********************************************************************
 TF2333  DESIGNATION -  BOUNDARY MON 700 CD US
 TF2333  PID         -  TF2333
 TF2333  STATE/COUNTY-  ND/BOTTINEAU
 TF2333  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF2333
 TF2333                         *CURRENT SURVEY CONTROL
 TF2333  ___________________________________________________________________
 TF2333* NAD 83(1996)-  48 59 57.67509(N)    100 24 21.07392(W)     ADJUSTED  
 TF2333* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 TF2333  ___________________________________________________________________
 TF2333  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 TF2333  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF2333
 TF2333  HORZ ORDER  -  THIRD
 TF2333
 TF2333.The horizontal coordinates were established by classical geodetic methods
 TF2333.and adjusted by the National Geodetic Survey in January 1998..
 TF2333
 TF2333.The orthometric height was scaled from a topographic map.
 TF2333
 TF2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2333
 TF2333.The geoid height was determined by GEOID03.
 TF2333
 TF2333;                    North         East     Units Scale Factor Converg.
 TF2333;SPC ND N     -   222,310.223   606,889.367   MT  1.00006365   +0 04 12.2
 TF2333;SPC ND N     -   729,364.25  1,991,106.85   iFT  1.00006365   +0 04 12.2
 TF2333;UTM  14      - 5,428,336.158   397,172.393   MT  0.99972989   -1 03 39.9
 TF2333
 TF2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2333!SPC ND N     -   0.99989187  x   1.00006365  =   0.99995552
 TF2333!UTM  14      -   0.99989187  x   0.99972989  =   0.99962179
 TF2333
 TF2333:                Primary Azimuth Mark                     Grid Az
 TF2333:SPC ND N     -  BOUNDARY MON 699 CD US                   269 58 46.2
 TF2333:UTM  14      -  BOUNDARY MON 699 CD US                   271 06 38.3
 TF2333
 TF2333|---------------------------------------------------------------------|
 TF2333| PID    Reference Object                     Distance      Geod. Az  |
 TF2333|                                                           dddmmss.s |
 TF2333| TF2332 BOUNDARY MON 699 CD US              APPROX. 1.8 KM 2700258.4 |
 TF2333|---------------------------------------------------------------------|
 TF2333
 TF2333                          SUPERSEDED SURVEY CONTROL
 TF2333
 TF2333  NAD 83(1986)-  48 59 57.66496(N)    100 24 21.07545(W) AD(       ) 3
 TF2333
 TF2333.Superseded values are not recommended for survey control.
 TF2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2333.See file dsdata.txt to determine how the superseded data were derived.
 TF2333
 TF2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV9717228336(NAD 83)
 TF2333_MARKER: Z = SEE DESCRIPTION
 TF2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2333+STABILITY: SURFACE MOTION
 TF2333
 TF2333  HISTORY     - Date     Condition        Report By
 TF2333  HISTORY     - 1910     MONUMENTED       IBC
 TF2333  HISTORY     - 1943     GOOD             IBC
 TF2333  HISTORY     - 1953     GOOD             IBC
 TF2333  HISTORY     - 1963     GOOD             IBC
 TF2333  HISTORY     - 1970     GOOD             IBC
 TF2333  HISTORY     - 1980     GOOD             IBC
 TF2333
 TF2333                          STATION DESCRIPTION
 TF2333
 TF2333'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2333'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2333'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2333'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2333'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2333'
 TF2333'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2333'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2333'---OCTOBER 20, 1818---.
 TF2333'
 TF2333'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2333'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2333'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2333'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2333'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2333'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2333'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2333'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2333'
 TF2333'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2333'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2333'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2333'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2333'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2333'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2333'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2333'AND---CANADA---ON THE WEST SIDE.
 TF2333'
 TF2333'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2333'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2333'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2333'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2333'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2333
 TF2333                          STATION RECOVERY (1943)
 TF2333
 TF2333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2333'RECOVERED IN GOOD CONDITION.
 TF2333
 TF2333                          STATION RECOVERY (1953)
 TF2333
 TF2333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2333'REPLUMBED.
 TF2333
 TF2333                          STATION RECOVERY (1963)
 TF2333
 TF2333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2333'RECOVERED IN GOOD CONDITION.
 TF2333
 TF2333                          STATION RECOVERY (1970)
 TF2333
 TF2333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2333'RECOVERED IN GOOD CONDITION.
 TF2333
 TF2333                          STATION RECOVERY (1980)
 TF2333
 TF2333'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2334 ***********************************************************************
 TF2334  DESIGNATION -  BOUNDARY MON 701 CD US
 TF2334  PID         -  TF2334
 TF2334  STATE/COUNTY-  ND/BOTTINEAU
 TF2334  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF2334
 TF2334                         *CURRENT SURVEY CONTROL
 TF2334  ___________________________________________________________________
 TF2334* NAD 83(1996)-  48 59 57.61056(N)    100 22 00.55475(W)     ADJUSTED  
 TF2334* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 TF2334  ___________________________________________________________________
 TF2334  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 TF2334  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF2334
 TF2334  HORZ ORDER  -  THIRD
 TF2334
 TF2334.The horizontal coordinates were established by classical geodetic methods
 TF2334.and adjusted by the National Geodetic Survey in January 1998..
 TF2334
 TF2334.The orthometric height was scaled from a topographic map.
 TF2334
 TF2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2334
 TF2334.The geoid height was determined by GEOID03.
 TF2334
 TF2334;                    North         East     Units Scale Factor Converg.
 TF2334;SPC ND N     -   222,312.446   609,745.708   MT  1.00006365   +0 05 56.8
 TF2334;SPC ND N     -   729,371.54  2,000,478.04   iFT  1.00006365   +0 05 56.8
 TF2334;UTM  14      - 5,428,282.022   400,027.259   MT  0.99972278   -1 01 53.9
 TF2334
 TF2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2334!SPC ND N     -   0.99990049  x   1.00006365  =   0.99996413
 TF2334!UTM  14      -   0.99990049  x   0.99972278  =   0.99962329
 TF2334
 TF2334:                Primary Azimuth Mark                     Grid Az
 TF2334:SPC ND N     -  BOUNDARY MON 702 CD US                   089 55 53.4
 TF2334:UTM  14      -  BOUNDARY MON 702 CD US                   091 03 44.1
 TF2334
 TF2334|---------------------------------------------------------------------|
 TF2334| PID    Reference Object                     Distance      Geod. Az  |
 TF2334|                                                           dddmmss.s |
 TF2334| TF2335 BOUNDARY MON 702 CD US              APPROX. 1.1 KM 0900150.2 |
 TF2334|---------------------------------------------------------------------|
 TF2334
 TF2334                          SUPERSEDED SURVEY CONTROL
 TF2334
 TF2334  NAD 83(1986)-  48 59 57.60043(N)    100 22 00.55619(W) AD(       ) 3
 TF2334
 TF2334.Superseded values are not recommended for survey control.
 TF2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2334.See file dsdata.txt to determine how the superseded data were derived.
 TF2334
 TF2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0002728282(NAD 83)
 TF2334_MARKER: Z = SEE DESCRIPTION
 TF2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2334+STABILITY: SURFACE MOTION
 TF2334
 TF2334  HISTORY     - Date     Condition        Report By
 TF2334  HISTORY     - 1910     MONUMENTED       IBC
 TF2334  HISTORY     - 1938     GOOD             IBC
 TF2334  HISTORY     - 1943     GOOD             IBC
 TF2334  HISTORY     - 1953     GOOD             IBC
 TF2334  HISTORY     - 1963     GOOD             IBC
 TF2334  HISTORY     - 1970     GOOD             IBC
 TF2334  HISTORY     - 1980     GOOD             IBC
 TF2334
 TF2334                          STATION DESCRIPTION
 TF2334
 TF2334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2334'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2334'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2334'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2334'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2334'
 TF2334'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2334'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2334'---OCTOBER 20, 1818---.
 TF2334'
 TF2334'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2334'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2334'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2334'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2334'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2334'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2334'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2334'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2334'
 TF2334'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2334'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2334'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2334'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2334'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2334'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2334'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2334'AND---CANADA---ON THE WEST SIDE.
 TF2334'
 TF2334'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2334'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2334'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2334'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2334'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2334
 TF2334                          STATION RECOVERY (1938)
 TF2334
 TF2334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2334'RECOVERED IN GOOD CONDITION.
 TF2334
 TF2334                          STATION RECOVERY (1943)
 TF2334
 TF2334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2334'RECOVERED IN GOOD CONDITION.
 TF2334
 TF2334                          STATION RECOVERY (1953)
 TF2334
 TF2334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2334'RECOVERED IN GOOD CONDITION.
 TF2334
 TF2334                          STATION RECOVERY (1963)
 TF2334
 TF2334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2334'RECOVERED IN GOOD CONDITION.
 TF2334
 TF2334                          STATION RECOVERY (1970)
 TF2334
 TF2334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2334'RECOVERED IN GOOD CONDITION.
 TF2334
 TF2334                          STATION RECOVERY (1980)
 TF2334
 TF2334'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2335 ***********************************************************************
 TF2335  DESIGNATION -  BOUNDARY MON 702 CD US
 TF2335  PID         -  TF2335
 TF2335  STATE/COUNTY-  ND/BOTTINEAU
 TF2335  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF2335
 TF2335                         *CURRENT SURVEY CONTROL
 TF2335  ___________________________________________________________________
 TF2335* NAD 83(1996)-  48 59 57.58767(N)    100 21 05.73225(W)     ADJUSTED  
 TF2335* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 TF2335  ___________________________________________________________________
 TF2335  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 TF2335  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TF2335
 TF2335  HORZ ORDER  -  THIRD
 TF2335
 TF2335.The horizontal coordinates were established by classical geodetic methods
 TF2335.and adjusted by the National Geodetic Survey in January 1998..
 TF2335
 TF2335.The orthometric height was scaled from a topographic map.
 TF2335
 TF2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2335
 TF2335.The geoid height was determined by GEOID03.
 TF2335
 TF2335;                    North         East     Units Scale Factor Converg.
 TF2335;SPC ND N     -   222,313.777   610,860.088   MT  1.00006365   +0 06 37.6
 TF2335;SPC ND N     -   729,375.91  2,004,134.15   iFT  1.00006365   +0 06 37.6
 TF2335;UTM  14      - 5,428,261.370   401,141.067   MT  0.99972006   -1 01 12.5
 TF2335
 TF2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2335!SPC ND N     -   0.99990064  x   1.00006365  =   0.99996428
 TF2335!UTM  14      -   0.99990064  x   0.99972006  =   0.99962073
 TF2335
 TF2335:                Primary Azimuth Mark                     Grid Az
 TF2335:SPC ND N     -  BOUNDARY MON 701 CD US                   269 55 54.0
 TF2335:UTM  14      -  BOUNDARY MON 701 CD US                   271 03 44.1
 TF2335
 TF2335|---------------------------------------------------------------------|
 TF2335| PID    Reference Object                     Distance      Geod. Az  |
 TF2335|                                                           dddmmss.s |
 TF2335| TF2334 BOUNDARY MON 701 CD US              APPROX. 1.1 KM 2700231.6 |
 TF2335|---------------------------------------------------------------------|
 TF2335
 TF2335                          SUPERSEDED SURVEY CONTROL
 TF2335
 TF2335  NAD 83(1986)-  48 59 57.57767(N)    100 21 05.73363(W) AD(       ) 3
 TF2335
 TF2335.Superseded values are not recommended for survey control.
 TF2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2335.See file dsdata.txt to determine how the superseded data were derived.
 TF2335
 TF2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0114128261(NAD 83)
 TF2335_MARKER: Z = SEE DESCRIPTION
 TF2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2335+STABILITY: SURFACE MOTION
 TF2335
 TF2335  HISTORY     - Date     Condition        Report By
 TF2335  HISTORY     - 1910     MONUMENTED       IBC
 TF2335  HISTORY     - 1938     GOOD             IBC
 TF2335  HISTORY     - 1943     GOOD             IBC
 TF2335  HISTORY     - 1953     GOOD             IBC
 TF2335  HISTORY     - 1963     GOOD             IBC
 TF2335  HISTORY     - 1970     GOOD             IBC
 TF2335  HISTORY     - 1980     GOOD             IBC
 TF2335
 TF2335                          STATION DESCRIPTION
 TF2335
 TF2335'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2335'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2335'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2335'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2335'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2335'
 TF2335'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2335'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2335'---OCTOBER 20, 1818---.
 TF2335'
 TF2335'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2335'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2335'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2335'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2335'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2335'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2335'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2335'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2335'
 TF2335'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2335'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2335'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2335'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2335'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2335'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2335'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2335'AND---CANADA---ON THE WEST SIDE.
 TF2335'
 TF2335'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2335'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2335'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2335'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2335'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2335
 TF2335                          STATION RECOVERY (1938)
 TF2335
 TF2335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF2335'RECOVERED IN GOOD CONDITION.
 TF2335
 TF2335                          STATION RECOVERY (1943)
 TF2335
 TF2335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2335'RECOVERED IN GOOD CONDITION.
 TF2335
 TF2335                          STATION RECOVERY (1953)
 TF2335
 TF2335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2335'REPLUMBED.
 TF2335
 TF2335                          STATION RECOVERY (1963)
 TF2335
 TF2335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2335'RECOVERED IN GOOD CONDITION.
 TF2335
 TF2335                          STATION RECOVERY (1970)
 TF2335
 TF2335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2335'RECOVERED IN GOOD CONDITION.
 TF2335
 TF2335                          STATION RECOVERY (1980)
 TF2335
 TF2335'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0128 ***********************************************************************
 TF0128  DESIGNATION -  BOUNDARY MON 703 CD US
 TF0128  PID         -  TF0128
 TF0128  STATE/COUNTY-  ND/BOTTINEAU
 TF0128  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0128
 TF0128                         *CURRENT SURVEY CONTROL
 TF0128  ___________________________________________________________________
 TF0128* NAD 83(1996)-  48 59 57.58731(N)    100 19 49.39902(W)     ADJUSTED  
 TF0128* NAVD 88     -       664.523  (meters)    2180.19   (feet)  ADJUSTED  
 TF0128  ___________________________________________________________________
 TF0128  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 TF0128  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 TF0128  DYNAMIC HT  -         664.673 (meters)    2180.68  (feet)  COMP
 TF0128  MODELED GRAV-     980,813.0   (mgal)                       NAVD 88
 TF0128
 TF0128  HORZ ORDER  -  THIRD
 TF0128  VERT ORDER  -  SECOND    CLASS 0
 TF0128
 TF0128.The horizontal coordinates were established by classical geodetic methods
 TF0128.and adjusted by the National Geodetic Survey in January 1998..
 TF0128
 TF0128.The orthometric height was determined by differential leveling
 TF0128.and adjusted by the National Geodetic Survey in June 1991..
 TF0128
 TF0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0128
 TF0128.The geoid height was determined by GEOID03.
 TF0128
 TF0128.The dynamic height is computed by dividing the NAVD 88
 TF0128.geopotential number by the normal gravity value computed on the
 TF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0128.degrees latitude (g = 980.6199 gals.).
 TF0128
 TF0128.The modeled gravity was interpolated from observed gravity values.
 TF0128
 TF0128;                    North         East     Units Scale Factor Converg.
 TF0128;SPC ND N     -   222,316.970   612,411.715   MT  1.00006365   +0 07 34.4
 TF0128;SPC ND N     -   729,386.38  2,009,224.79   iFT  1.00006365   +0 07 34.4
 TF0128;UTM  14      - 5,428,233.960   402,691.919   MT  0.99971632   -1 00 14.9
 TF0128
 TF0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0128!SPC ND N     -   0.99989921  x   1.00006365  =   0.99996285
 TF0128!UTM  14      -   0.99989921  x   0.99971632  =   0.99961556
 TF0128
 TF0128:                Primary Azimuth Mark                     Grid Az
 TF0128:SPC ND N     -  BOUNDARY MON 702 CD US                   269 52 55.9
 TF0128:UTM  14      -  BOUNDARY MON 702 CD US                   271 00 45.2
 TF0128
 TF0128|---------------------------------------------------------------------|
 TF0128| PID    Reference Object                     Distance      Geod. Az  |
 TF0128|                                                           dddmmss.s |
 TF0128| TF2335 BOUNDARY MON 702 CD US              APPROX. 1.6 KM 2700030.3 |
 TF0128|---------------------------------------------------------------------|
 TF0128
 TF0128                          SUPERSEDED SURVEY CONTROL
 TF0128
 TF0128  NAD 83(1986)-  48 59 57.57774(N)    100 19 49.40013(W) AD(       ) 3
 TF0128  NGVD 29 (??/??/92)  664.114  (m)         2178.85   (f) ADJ UNCH    2 0
 TF0128
 TF0128.Superseded values are not recommended for survey control.
 TF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0128.See file dsdata.txt to determine how the superseded data were derived.
 TF0128
 TF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0269228234(NAD 83)
 TF0128_MARKER: Z = SEE DESCRIPTION
 TF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0128+STABILITY: SURFACE MOTION
 TF0128
 TF0128  HISTORY     - Date     Condition        Report By
 TF0128  HISTORY     - 1910     MONUMENTED       IBC
 TF0128  HISTORY     - 1935     GOOD             NGS
 TF0128  HISTORY     - 1938     GOOD             IBC
 TF0128  HISTORY     - 1943     GOOD             IBC
 TF0128  HISTORY     - 1953     GOOD             IBC
 TF0128  HISTORY     - 1963     GOOD             IBC
 TF0128  HISTORY     - 1970     GOOD             IBC
 TF0128  HISTORY     - 1980     GOOD             IBC
 TF0128
 TF0128                          STATION DESCRIPTION
 TF0128
 TF0128'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF0128'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF0128'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF0128'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF0128'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF0128'
 TF0128'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF0128'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF0128'---OCTOBER 20, 1818---.
 TF0128'
 TF0128'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF0128'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF0128'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF0128'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF0128'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF0128'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF0128'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF0128'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF0128'
 TF0128'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF0128'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF0128'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF0128'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF0128'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF0128'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF0128'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF0128'AND---CANADA---ON THE WEST SIDE.
 TF0128'
 TF0128'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF0128'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF0128'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF0128'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF0128'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF0128
 TF0128                          STATION RECOVERY (1935)
 TF0128
 TF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TF0128'1.8 MI N FROM METIGOSHE PARK.
 TF0128'1.8 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE M. WOODS HOUSE AT
 TF0128'METIGOSHE PARK, BOTTINEAU COUNTY, 0.3 MILE WEST OF THE BOUNDARY LINE
 TF0128'BETWEEN SECTIONS 25 AND 26, T. 165 N., R. 75 W., AND 0.2 MILE EAST OF
 TF0128'A LAKE.  THE APEX OF INTERNATIONAL BOUNDARY COMMISSION MARKER 703.
 TF0128
 TF0128                          STATION RECOVERY (1938)
 TF0128
 TF0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938
 TF0128'RECOVERED IN GOOD CONDITION.
 TF0128
 TF0128                          STATION RECOVERY (1943)
 TF0128
 TF0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF0128'RECOVERED IN GOOD CONDITION.
 TF0128
 TF0128                          STATION RECOVERY (1953)
 TF0128
 TF0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF0128'RECOVERED IN GOOD CONDITION.
 TF0128
 TF0128                          STATION RECOVERY (1963)
 TF0128
 TF0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF0128'RECOVERED IN GOOD CONDITION.
 TF0128
 TF0128                          STATION RECOVERY (1970)
 TF0128
 TF0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF0128'RECOVERED IN GOOD CONDITION.
 TF0128
 TF0128                          STATION RECOVERY (1980)
 TF0128
 TF0128'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2336 ***********************************************************************
 TF2336  DESIGNATION -  BOUNDARY MON 704 CD US
 TF2336  PID         -  TF2336
 TF2336  STATE/COUNTY-  ND/BOTTINEAU
 TF2336  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF2336
 TF2336                         *CURRENT SURVEY CONTROL
 TF2336  ___________________________________________________________________
 TF2336* NAD 83(1996)-  48 59 57.58268(N)    100 18 19.46246(W)     ADJUSTED  
 TF2336* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 TF2336  ___________________________________________________________________
 TF2336  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 TF2336  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF2336
 TF2336  HORZ ORDER  -  THIRD
 TF2336
 TF2336.The horizontal coordinates were established by classical geodetic methods
 TF2336.and adjusted by the National Geodetic Survey in January 1998..
 TF2336
 TF2336.The orthometric height was scaled from a topographic map.
 TF2336
 TF2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2336
 TF2336.The geoid height was determined by GEOID03.
 TF2336
 TF2336;                    North         East     Units Scale Factor Converg.
 TF2336;SPC ND N     -   222,321.151   614,239.857   MT  1.00006365   +0 08 41.3
 TF2336;SPC ND N     -   729,400.10  2,015,222.63   iFT  1.00006365   +0 08 41.3
 TF2336;UTM  14      - 5,428,202.092   404,519.148   MT  0.99971199   -0 59 07.0
 TF2336
 TF2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2336!SPC ND N     -   0.99989844  x   1.00006365  =   0.99996209
 TF2336!UTM  14      -   0.99989844  x   0.99971199  =   0.99961046
 TF2336
 TF2336:                Primary Azimuth Mark                     Grid Az
 TF2336:SPC ND N     -  BOUNDARY MON 703 CD US                   269 52 08.8
 TF2336:UTM  14      -  BOUNDARY MON 703 CD US                   270 59 57.1
 TF2336
 TF2336|---------------------------------------------------------------------|
 TF2336| PID    Reference Object                     Distance      Geod. Az  |
 TF2336|                                                           dddmmss.s |
 TF2336| TF0128 BOUNDARY MON 703 CD US              APPROX. 1.8 KM 2700050.1 |
 TF2336|---------------------------------------------------------------------|
 TF2336
 TF2336                          SUPERSEDED SURVEY CONTROL
 TF2336
 TF2336  NAD 83(1986)-  48 59 57.57398(N)    100 18 19.46356(W) AD(       ) 3
 TF2336
 TF2336.Superseded values are not recommended for survey control.
 TF2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2336.See file dsdata.txt to determine how the superseded data were derived.
 TF2336
 TF2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0451928202(NAD 83)
 TF2336_MARKER: Z = SEE DESCRIPTION
 TF2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2336+STABILITY: SURFACE MOTION
 TF2336
 TF2336  HISTORY     - Date     Condition        Report By
 TF2336  HISTORY     - 1910     MONUMENTED       IBC
 TF2336  HISTORY     - 1943     GOOD             IBC
 TF2336  HISTORY     - 1953     GOOD             IBC
 TF2336  HISTORY     - 1963     GOOD             IBC
 TF2336  HISTORY     - 1970     GOOD             IBC
 TF2336  HISTORY     - 1980     GOOD             IBC
 TF2336
 TF2336                          STATION DESCRIPTION
 TF2336
 TF2336'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2336'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2336'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2336'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2336'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2336'
 TF2336'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2336'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2336'---OCTOBER 20, 1818---.
 TF2336'
 TF2336'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2336'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2336'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2336'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2336'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2336'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2336'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2336'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2336'
 TF2336'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2336'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2336'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2336'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2336'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2336'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2336'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2336'AND---CANADA---ON THE WEST SIDE.
 TF2336'
 TF2336'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2336'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2336'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2336'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2336'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2336
 TF2336                          STATION RECOVERY (1943)
 TF2336
 TF2336'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2336'RECOVERED IN GOOD CONDITION.
 TF2336
 TF2336                          STATION RECOVERY (1953)
 TF2336
 TF2336'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2336'REPLUMBED.
 TF2336
 TF2336                          STATION RECOVERY (1963)
 TF2336
 TF2336'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2336'RECOVERED IN GOOD CONDITION.
 TF2336
 TF2336                          STATION RECOVERY (1970)
 TF2336
 TF2336'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2336'RECOVERED IN GOOD CONDITION.
 TF2336
 TF2336                          STATION RECOVERY (1980)
 TF2336
 TF2336'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2337 ***********************************************************************
 TF2337  DESIGNATION -  BOUNDARY MON 705 CD US
 TF2337  PID         -  TF2337
 TF2337  STATE/COUNTY-  ND/BOTTINEAU
 TF2337  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF2337
 TF2337                         *CURRENT SURVEY CONTROL
 TF2337  ___________________________________________________________________
 TF2337* NAD 83(1996)-  48 59 57.51931(N)    100 15 42.10109(W)     ADJUSTED  
 TF2337* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 TF2337  ___________________________________________________________________
 TF2337  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 TF2337  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF2337
 TF2337  HORZ ORDER  -  THIRD
 TF2337
 TF2337.The horizontal coordinates were established by classical geodetic methods
 TF2337.and adjusted by the National Geodetic Survey in January 1998..
 TF2337
 TF2337.The orthometric height was scaled from a topographic map.
 TF2337
 TF2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2337
 TF2337.The geoid height was determined by GEOID03.
 TF2337
 TF2337;                    North         East     Units Scale Factor Converg.
 TF2337;SPC ND N     -   222,328.185   617,438.545   MT  1.00006364   +0 10 38.4
 TF2337;SPC ND N     -   729,423.18  2,025,717.01   iFT  1.00006364   +0 10 38.4
 TF2337;UTM  14      - 5,428,146.073   407,716.217   MT  0.99970462   -0 57 08.2
 TF2337
 TF2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2337!SPC ND N     -   0.99989531  x   1.00006364  =   0.99995894
 TF2337!UTM  14      -   0.99989531  x   0.99970462  =   0.99959996
 TF2337
 TF2337:                Primary Azimuth Mark                     Grid Az
 TF2337:SPC ND N     -  BOUNDARY MON 704 CD US                   269 52 27.2
 TF2337:UTM  14      -  BOUNDARY MON 704 CD US                   271 00 13.8
 TF2337
 TF2337|---------------------------------------------------------------------|
 TF2337| PID    Reference Object                     Distance      Geod. Az  |
 TF2337|                                                           dddmmss.s |
 TF2337| TF2336 BOUNDARY MON 704 CD US              APPROX. 3.2 KM 2700305.6 |
 TF2337|---------------------------------------------------------------------|
 TF2337
 TF2337                          SUPERSEDED SURVEY CONTROL
 TF2337
 TF2337  NAD 83(1986)-  48 59 57.51235(N)    100 15 42.10195(W) AD(       ) 3
 TF2337
 TF2337.Superseded values are not recommended for survey control.
 TF2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2337.See file dsdata.txt to determine how the superseded data were derived.
 TF2337
 TF2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0771628146(NAD 83)
 TF2337_MARKER: Z = SEE DESCRIPTION
 TF2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2337+STABILITY: SURFACE MOTION
 TF2337
 TF2337  HISTORY     - Date     Condition        Report By
 TF2337  HISTORY     - 1910     MONUMENTED       IBC
 TF2337  HISTORY     - 1943     GOOD             IBC
 TF2337  HISTORY     - 1953     GOOD             IBC
 TF2337  HISTORY     - 1963     GOOD             IBC
 TF2337  HISTORY     - 1970     GOOD             IBC
 TF2337  HISTORY     - 1980     GOOD             IBC
 TF2337
 TF2337                          STATION DESCRIPTION
 TF2337
 TF2337'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2337'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2337'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2337'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2337'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2337'
 TF2337'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2337'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2337'---OCTOBER 20, 1818---.
 TF2337'
 TF2337'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2337'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2337'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2337'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2337'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2337'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2337'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2337'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2337'
 TF2337'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2337'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2337'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2337'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2337'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2337'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2337'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2337'AND---CANADA---ON THE WEST SIDE.
 TF2337'
 TF2337'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2337'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2337'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2337'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2337'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2337
 TF2337                          STATION RECOVERY (1943)
 TF2337
 TF2337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2337'RECOVERED IN GOOD CONDITION.
 TF2337
 TF2337                          STATION RECOVERY (1953)
 TF2337
 TF2337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2337'RECOVERED IN GOOD CONDITION.
 TF2337
 TF2337                          STATION RECOVERY (1963)
 TF2337
 TF2337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2337'RECOVERED IN GOOD CONDITION.
 TF2337
 TF2337                          STATION RECOVERY (1970)
 TF2337
 TF2337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2337'RECOVERED IN GOOD CONDITION.
 TF2337
 TF2337                          STATION RECOVERY (1980)
 TF2337
 TF2337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2338 ***********************************************************************
 TF2338  DESIGNATION -  BOUNDARY MON 706 CD US
 TF2338  PID         -  TF2338
 TF2338  STATE/COUNTY-  ND/BOTTINEAU
 TF2338  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF2338
 TF2338                         *CURRENT SURVEY CONTROL
 TF2338  ___________________________________________________________________
 TF2338* NAD 83(1996)-  48 59 57.49215(N)    100 14 34.43276(W)     ADJUSTED  
 TF2338* NAVD 88     -       687.     (meters)    2254.     (feet)  SCALED    
 TF2338  ___________________________________________________________________
 TF2338  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 TF2338  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF2338
 TF2338  HORZ ORDER  -  THIRD
 TF2338
 TF2338.The horizontal coordinates were established by classical geodetic methods
 TF2338.and adjusted by the National Geodetic Survey in January 1998..
 TF2338
 TF2338.The orthometric height was scaled from a topographic map.
 TF2338
 TF2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2338
 TF2338.The geoid height was determined by GEOID03.
 TF2338
 TF2338;                    North         East     Units Scale Factor Converg.
 TF2338;SPC ND N     -   222,331.771   618,814.040   MT  1.00006364   +0 11 28.7
 TF2338;SPC ND N     -   729,434.94  2,030,229.79   iFT  1.00006364   +0 11 28.7
 TF2338;UTM  14      - 5,428,122.553   409,091.019   MT  0.99970153   -0 56 17.1
 TF2338
 TF2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2338!SPC ND N     -   0.99989562  x   1.00006364  =   0.99995925
 TF2338!UTM  14      -   0.99989562  x   0.99970153  =   0.99959718
 TF2338
 TF2338:                Primary Azimuth Mark                     Grid Az
 TF2338:SPC ND N     -  BOUNDARY MON 705 CD US                   269 51 02.7
 TF2338:UTM  14      -  BOUNDARY MON 705 CD US                   270 58 48.5
 TF2338
 TF2338|---------------------------------------------------------------------|
 TF2338| PID    Reference Object                     Distance      Geod. Az  |
 TF2338|                                                           dddmmss.s |
 TF2338| TF2337 BOUNDARY MON 705 CD US              APPROX. 1.4 KM 2700231.4 |
 TF2338|---------------------------------------------------------------------|
 TF2338
 TF2338                          SUPERSEDED SURVEY CONTROL
 TF2338
 TF2338  NAD 83(1986)-  48 59 57.48575(N)    100 14 34.43355(W) AD(       ) 3
 TF2338
 TF2338.Superseded values are not recommended for survey control.
 TF2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2338.See file dsdata.txt to determine how the superseded data were derived.
 TF2338
 TF2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0909128123(NAD 83)
 TF2338_MARKER: Z = SEE DESCRIPTION
 TF2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2338+STABILITY: SURFACE MOTION
 TF2338
 TF2338  HISTORY     - Date     Condition        Report By
 TF2338  HISTORY     - 1910     MONUMENTED       IBC
 TF2338  HISTORY     - 1943     GOOD             IBC
 TF2338  HISTORY     - 1953     GOOD             IBC
 TF2338  HISTORY     - 1963     GOOD             IBC
 TF2338  HISTORY     - 1970     GOOD             IBC
 TF2338  HISTORY     - 1980     GOOD             IBC
 TF2338
 TF2338                          STATION DESCRIPTION
 TF2338
 TF2338'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2338'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2338'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2338'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2338'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2338'
 TF2338'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2338'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2338'---OCTOBER 20, 1818---.
 TF2338'
 TF2338'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2338'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2338'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2338'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2338'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2338'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2338'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2338'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2338'
 TF2338'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2338'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2338'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2338'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2338'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2338'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2338'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2338'AND---CANADA---ON THE WEST SIDE.
 TF2338'
 TF2338'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2338'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2338'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2338'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2338'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2338
 TF2338                          STATION RECOVERY (1943)
 TF2338
 TF2338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2338'RECOVERED IN GOOD CONDITION.
 TF2338
 TF2338                          STATION RECOVERY (1953)
 TF2338
 TF2338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2338'REPLUMBED.
 TF2338
 TF2338                          STATION RECOVERY (1963)
 TF2338
 TF2338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2338'RECOVERED IN GOOD CONDITION.
 TF2338
 TF2338                          STATION RECOVERY (1970)
 TF2338
 TF2338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2338'RECOVERED IN GOOD CONDITION.
 TF2338
 TF2338                          STATION RECOVERY (1980)
 TF2338
 TF2338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2339 ***********************************************************************
 TF2339  DESIGNATION -  BOUNDARY MON 707 CD US
 TF2339  PID         -  TF2339
 TF2339  STATE/COUNTY-  ND/BOTTINEAU
 TF2339  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF2339
 TF2339                         *CURRENT SURVEY CONTROL
 TF2339  ___________________________________________________________________
 TF2339* NAD 83(1996)-  48 59 57.46515(N)    100 11 48.94883(W)     ADJUSTED  
 TF2339* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 TF2339  ___________________________________________________________________
 TF2339  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TF2339  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF2339
 TF2339  HORZ ORDER  -  THIRD
 TF2339
 TF2339.The horizontal coordinates were established by classical geodetic methods
 TF2339.and adjusted by the National Geodetic Survey in January 1998..
 TF2339
 TF2339.The orthometric height was scaled from a topographic map.
 TF2339
 TF2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2339
 TF2339.The geoid height was determined by GEOID03.
 TF2339
 TF2339;                    North         East     Units Scale Factor Converg.
 TF2339;SPC ND N     -   222,343.173   622,177.825   MT  1.00006364   +0 13 31.9
 TF2339;SPC ND N     -   729,472.35  2,041,265.83   iFT  1.00006364   +0 13 31.9
 TF2339;UTM  14      - 5,428,067.685   412,453.146   MT  0.99969415   -0 54 12.2
 TF2339
 TF2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2339!SPC ND N     -   0.99989593  x   1.00006364  =   0.99995957
 TF2339!UTM  14      -   0.99989593  x   0.99969415  =   0.99959011
 TF2339
 TF2339:                Primary Azimuth Mark                     Grid Az
 TF2339:SPC ND N     -  BOUNDARY MON 706 CD US                   269 48 21.7
 TF2339:UTM  14      -  BOUNDARY MON 706 CD US                   270 56 05.8
 TF2339
 TF2339|---------------------------------------------------------------------|
 TF2339| PID    Reference Object                     Distance      Geod. Az  |
 TF2339|                                                           dddmmss.s |
 TF2339| TF2338 BOUNDARY MON 706 CD US              APPROX. 3.4 KM 2700153.6 |
 TF2339|---------------------------------------------------------------------|
 TF2339
 TF2339                          SUPERSEDED SURVEY CONTROL
 TF2339
 TF2339  NAD 83(1986)-  48 59 57.45976(N)    100 11 48.94944(W) AD(       ) 3
 TF2339
 TF2339.Superseded values are not recommended for survey control.
 TF2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2339.See file dsdata.txt to determine how the superseded data were derived.
 TF2339
 TF2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1245328068(NAD 83)
 TF2339_MARKER: Z = SEE DESCRIPTION
 TF2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2339+STABILITY: SURFACE MOTION
 TF2339
 TF2339  HISTORY     - Date     Condition        Report By
 TF2339  HISTORY     - 1910     MONUMENTED       IBC
 TF2339  HISTORY     - 1943     GOOD             IBC
 TF2339  HISTORY     - 1953     GOOD             IBC
 TF2339  HISTORY     - 1963     GOOD             IBC
 TF2339  HISTORY     - 1970     GOOD             IBC
 TF2339  HISTORY     - 1980     GOOD             IBC
 TF2339
 TF2339                          STATION DESCRIPTION
 TF2339
 TF2339'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2339'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2339'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2339'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2339'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2339'
 TF2339'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2339'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2339'---OCTOBER 20, 1818---.
 TF2339'
 TF2339'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2339'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2339'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2339'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2339'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2339'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2339'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2339'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2339'
 TF2339'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2339'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2339'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2339'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2339'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2339'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2339'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2339'AND---CANADA---ON THE WEST SIDE.
 TF2339'
 TF2339'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2339'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2339'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2339'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2339'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2339
 TF2339                          STATION RECOVERY (1943)
 TF2339
 TF2339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2339'RECOVERED IN GOOD CONDITION.
 TF2339
 TF2339                          STATION RECOVERY (1953)
 TF2339
 TF2339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2339'RECOVERED IN GOOD CONDITION.
 TF2339
 TF2339                          STATION RECOVERY (1963)
 TF2339
 TF2339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2339'RECOVERED IN GOOD CONDITION.
 TF2339
 TF2339                          STATION RECOVERY (1970)
 TF2339
 TF2339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2339'RECOVERED IN GOOD CONDITION.
 TF2339
 TF2339                          STATION RECOVERY (1980)
 TF2339
 TF2339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0137 ***********************************************************************
 TF0137  DESIGNATION -  BOUNDARY MON 708 CD US
 TF0137  PID         -  TF0137
 TF0137  STATE/COUNTY-  ND/ROLETTE
 TF0137  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF0137
 TF0137                         *CURRENT SURVEY CONTROL
 TF0137  ___________________________________________________________________
 TF0137* NAD 83(1996)-  48 59 57.44896(N)    100 10 29.40447(W)     ADJUSTED  
 TF0137* NAVD 88     -       692.072  (meters)    2270.57   (feet)  ADJUSTED  
 TF0137  ___________________________________________________________________
 TF0137  X           -    -740,692.307 (meters)                     COMP
 TF0137  Y           -  -4,126,994.417 (meters)                     COMP
 TF0137  Z           -   4,791,014.432 (meters)                     COMP
 TF0137  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TF0137  ELLIP HEIGHT-         672.30  (meters)          (01/23/98) GPS OBS
 TF0137  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF0137  DYNAMIC HT  -         692.237 (meters)    2271.11  (feet)  COMP
 TF0137  MODELED GRAV-     980,825.5   (mgal)                       NAVD 88
 TF0137
 TF0137  HORZ ORDER  -  FIRST
 TF0137  VERT ORDER  -  SECOND    CLASS 0
 TF0137  ELLP ORDER  -  FOURTH    CLASS I
 TF0137
 TF0137.The horizontal coordinates were established by GPS observations
 TF0137.and adjusted by the National Geodetic Survey in January 1998..
 TF0137
 TF0137.The orthometric height was determined by differential leveling
 TF0137.and adjusted by the National Geodetic Survey in June 1991..
 TF0137.WARNING-GPS observations at this control monument resulted in a GPS
 TF0137.derived orthometric height which differed from the leveled height by
 TF0137.more than one decimeter (0.1 meter).
 TF0137
 TF0137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF0137
 TF0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0137
 TF0137.The ellipsoidal height was determined by GPS observations
 TF0137.and is referenced to NAD 83.
 TF0137
 TF0137.The geoid height was determined by GEOID03.
 TF0137
 TF0137.The dynamic height is computed by dividing the NAVD 88
 TF0137.geopotential number by the normal gravity value computed on the
 TF0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0137.degrees latitude (g = 980.6199 gals.).
 TF0137
 TF0137.The modeled gravity was interpolated from observed gravity values.
 TF0137
 TF0137;                    North         East     Units Scale Factor Converg.
 TF0137;SPC ND N     -   222,349.269   623,794.718   MT  1.00006364   +0 14 31.1
 TF0137;SPC ND N     -   729,492.35  2,046,570.60   iFT  1.00006364   +0 14 31.1
 TF0137;UTM  14      - 5,428,041.938   414,069.245   MT  0.99969071   -0 53 12.1
 TF0137
 TF0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0137!SPC ND N     -   0.99989465  x   1.00006364  =   0.99995829
 TF0137!UTM  14      -   0.99989465  x   0.99969071  =   0.99958540
 TF0137
 TF0137:                Primary Azimuth Mark                     Grid Az
 TF0137:SPC ND N     -  HUB 41                                   269 46 13.8
 TF0137:UTM  14      -  HUB 41                                   270 53 57.0
 TF0137
 TF0137|---------------------------------------------------------------------|
 TF0137| PID    Reference Object                     Distance      Geod. Az  |
 TF0137|                                                           dddmmss.s |
 TF0137| TF2290 HUB 41                              APPROX. 3.8 KM 2700044.9 |
 TF0137|---------------------------------------------------------------------|
 TF0137
 TF0137                          SUPERSEDED SURVEY CONTROL
 TF0137
 TF0137  NAD 83(1986)-  48 59 57.44402(N)    100 10 29.38746(W) AD(       ) 1
 TF0137  NGVD 29 (??/??/92)  691.672  (m)         2269.26   (f) ADJ UNCH    2 0
 TF0137
 TF0137.Superseded values are not recommended for survey control.
 TF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0137.See file dsdata.txt to determine how the superseded data were derived.
 TF0137
 TF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1406928042(NAD 83)
 TF0137_MARKER: DU = BOUNDARY MARKER
 TF0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0137_MARK LOGO: IBC   
 TF0137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TF0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF0137+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1988
 TF0137
 TF0137  HISTORY     - Date     Condition        Report By
 TF0137  HISTORY     - 1910     MONUMENTED       IBC
 TF0137  HISTORY     - 1935     GOOD             NGS
 TF0137  HISTORY     - 1943     GOOD             IBC
 TF0137  HISTORY     - 1953     GOOD             IBC
 TF0137  HISTORY     - 1963     GOOD             IBC
 TF0137  HISTORY     - 1970     GOOD             IBC
 TF0137  HISTORY     - 1980     GOOD             IBC
 TF0137  HISTORY     - 19880912 SEE DESCRIPTION  NGS
 TF0137
 TF0137                          STATION DESCRIPTION
 TF0137
 TF0137'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF0137'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF0137'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF0137'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF0137'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF0137'
 TF0137'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF0137'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF0137'---OCTOBER 20, 1818---.
 TF0137'
 TF0137'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF0137'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF0137'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF0137'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF0137'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF0137'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF0137'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF0137'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF0137'
 TF0137'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF0137'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF0137'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF0137'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF0137'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF0137'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF0137'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF0137'AND---CANADA---ON THE WEST SIDE.
 TF0137'
 TF0137'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF0137'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF0137'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF0137'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF0137'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF0137
 TF0137                          STATION RECOVERY (1935)
 TF0137
 TF0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TF0137'17.0 MI NW FROM DUNSEITH.
 TF0137'17.9 MILES NORTHWEST ALONG A ROAD FROM DUNSEITH, ROLETTE COUNTY, AND
 TF0137'0.5 MILE NORTH OF BENCH MARK W 172, DESCRIBED ABOVE.  THE APEX OF
 TF0137'INTERNATIONAL BOUNDARY COMISSION MARKER 708.
 TF0137
 TF0137                          STATION RECOVERY (1943)
 TF0137
 TF0137'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF0137'RECOVERED IN GOOD CONDITION.
 TF0137
 TF0137                          STATION RECOVERY (1953)
 TF0137
 TF0137'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF0137'REPLUMBED.
 TF0137
 TF0137                          STATION RECOVERY (1963)
 TF0137
 TF0137'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF0137'RECOVERED IN GOOD CONDITION.
 TF0137
 TF0137                          STATION RECOVERY (1970)
 TF0137
 TF0137'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF0137'RECOVERED IN GOOD CONDITION.
 TF0137
 TF0137                          STATION RECOVERY (1980)
 TF0137
 TF0137'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF0137'RECOVERED IN GOOD CONDITION.
 TF0137
 TF0137                          STATION RECOVERY (1988)
 TF0137
 TF0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF0137'THE MONUMENT IS LOCATED ABOUT 28.56 KM (17.75 MI) NORTHEAST OF
 TF0137'BOTTINEAU, 22.13 KM (13.75 MI) NORTHWEST OF DUNSEITH AND ABOUT 8.85
 TF0137'KM (5.50 MI) WEST OF THE DUNSEITH, NORTH DAKOTA - BOISSEVAIN,
 TF0137'MANITOBA BORDER CROSSING.  TO REACH THE MONUMENT FROM THE JUNCTION OF
 TF0137'U.S. HIGHWAY 281 AND STATE HIGHWAYS 3 AND 5 AT THE SOUTH EDGE OF
 TF0137'DUNSEITH, GO NORTH ON U.S. HIGHWAY 281 AND STATE HIGHWAY 3, PASSING
 TF0137'THROUGH TOWN, FOR 16.49 KM (10.25 MI) TO THE JUNCTION OF STATE
 TF0137'HIGHWAY 43 ON THE LEFT.  TURN LEFT AND GO WEST ON STATE HIGHWAY 43
 TF0137'FOR 8.13 KM (5.05 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO NORTH
 TF0137'ON THE GRAVEL ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD.  CONTINUE
 TF0137'NORTH ON THE GRAVEL ROAD FOR 2.01 KM (1.25 MI) TO WHERE THE MAIN
 TF0137'GRAVEL ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON A GRAVEL ROAD FOR
 TF0137'1.05 KM (0.65 MI) TO A FORK.  KEEP THE LEFT FORK AND FOLLOW A TRACK
 TF0137'ROAD IN A NORTHERLY DIRECTION FOR 1.13 KM (0.70 MI) TO A DIRT ROAD ON
 TF0137'THE CANADIAN SIDE OF THE BOUNDARY.  TURN LEFT AND FOLLOW THE DIRT
 TF0137'ROAD WEST FOR 0.64 KM (0.40 MI) TO THE MONUMENT ON THE LEFT.
 TF0137'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.37 M
 TF0137'(4.5 FT) ABOVE THE TOP OF 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TF0137'PROJECTS ABOUT 0.15 M (0.5 FT) ABOVE THE SURFACE.  INSCRIBED ON THE
 TF0137'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST
 TF0137'SIDE, --TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE
 TF0137'SOUTH SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --708-- IS
 TF0137'DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TF0137'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 5 CM TO THE EAST AND
 TF0137'ABOUT 4 CM TO THE SOUTH.
 TF0137'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 6 CM WEST AND 4 CM NORTH OF
 TF0137'THE APEX AND ON THE WEST FACE OF THE TOP OF THE OBELISK.  THE AREA
 TF0137'AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT
 TF0137'POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE
 TF0137'DATE BY THE IBC.  THE GPS POSTION OF THE PUNCH MARK WILL BE HELD
 TF0137'FIXED DURING THE REPLUMBING.
 TF0137'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2340 ***********************************************************************
 TF2340  DESIGNATION -  BOUNDARY MON 709 CD US
 TF2340  PID         -  TF2340
 TF2340  STATE/COUNTY-  ND/ROLETTE
 TF2340  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF2340
 TF2340                         *CURRENT SURVEY CONTROL
 TF2340  ___________________________________________________________________
 TF2340* NAD 83(1996)-  48 59 57.40921(N)    100 08 15.25222(W)     ADJUSTED  
 TF2340* NAVD 88     -       679.     (meters)    2228.     (feet)  SCALED    
 TF2340  ___________________________________________________________________
 TF2340  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 TF2340  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF2340
 TF2340  HORZ ORDER  -  THIRD
 TF2340
 TF2340.The horizontal coordinates were established by classical geodetic methods
 TF2340.and adjusted by the National Geodetic Survey in January 1998..
 TF2340
 TF2340.The orthometric height was scaled from a topographic map.
 TF2340
 TF2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2340
 TF2340.The geoid height was determined by GEOID03.
 TF2340
 TF2340;                    North         East     Units Scale Factor Converg.
 TF2340;SPC ND N     -   222,360.217   626,521.620   MT  1.00006363   +0 16 10.9
 TF2340;SPC ND N     -   729,528.27  2,055,517.13   iFT  1.00006363   +0 16 10.9
 TF2340;UTM  14      - 5,427,999.195   416,794.809   MT  0.99968505   -0 51 30.9
 TF2340
 TF2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2340!SPC ND N     -   0.99989688  x   1.00006363  =   0.99996050
 TF2340!UTM  14      -   0.99989688  x   0.99968505  =   0.99958196
 TF2340
 TF2340:                Primary Azimuth Mark                     Grid Az
 TF2340:SPC ND N     -  BOUNDARY MON 708 CD US                   269 46 12.6
 TF2340:UTM  14      -  BOUNDARY MON 708 CD US                   270 53 54.4
 TF2340
 TF2340|---------------------------------------------------------------------|
 TF2340| PID    Reference Object                     Distance      Geod. Az  |
 TF2340|                                                           dddmmss.s |
 TF2340| TF0137 BOUNDARY MON 708 CD US              APPROX. 2.7 KM 2700223.5 |
 TF2340|---------------------------------------------------------------------|
 TF2340
 TF2340                          SUPERSEDED SURVEY CONTROL
 TF2340
 TF2340  NAD 83(1986)-  48 59 57.40448(N)    100 08 15.23550(W) AD(       ) 3
 TF2340
 TF2340.Superseded values are not recommended for survey control.
 TF2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2340.See file dsdata.txt to determine how the superseded data were derived.
 TF2340
 TF2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1679527999(NAD 83)
 TF2340_MARKER: Z = SEE DESCRIPTION
 TF2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2340+STABILITY: SURFACE MOTION
 TF2340
 TF2340  HISTORY     - Date     Condition        Report By
 TF2340  HISTORY     - 1910     MONUMENTED       IBC
 TF2340  HISTORY     - 1943     GOOD             IBC
 TF2340  HISTORY     - 1953     GOOD             IBC
 TF2340  HISTORY     - 1963     GOOD             IBC
 TF2340  HISTORY     - 1970     GOOD             IBC
 TF2340  HISTORY     - 1980     GOOD             IBC
 TF2340
 TF2340                          STATION DESCRIPTION
 TF2340
 TF2340'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2340'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2340'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2340'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2340'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2340'
 TF2340'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2340'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2340'---OCTOBER 20, 1818---.
 TF2340'
 TF2340'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2340'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2340'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2340'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2340'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2340'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2340'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2340'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2340'
 TF2340'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2340'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2340'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2340'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2340'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2340'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2340'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2340'AND---CANADA---ON THE WEST SIDE.
 TF2340'
 TF2340'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2340'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2340'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2340'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2340'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2340
 TF2340                          STATION RECOVERY (1943)
 TF2340
 TF2340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2340'RECOVERED IN GOOD CONDITION.
 TF2340
 TF2340                          STATION RECOVERY (1953)
 TF2340
 TF2340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2340'RECOVERED IN GOOD CONDITION.
 TF2340
 TF2340                          STATION RECOVERY (1963)
 TF2340
 TF2340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2340'RECOVERED IN GOOD CONDITION.
 TF2340
 TF2340                          STATION RECOVERY (1970)
 TF2340
 TF2340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2340'RECOVERED IN GOOD CONDITION.
 TF2340
 TF2340                          STATION RECOVERY (1980)
 TF2340
 TF2340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2341 ***********************************************************************
 TF2341  DESIGNATION -  BOUNDARY MON 710 CD US
 TF2341  PID         -  TF2341
 TF2341  STATE/COUNTY-  ND/ROLETTE
 TF2341  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF2341
 TF2341                         *CURRENT SURVEY CONTROL
 TF2341  ___________________________________________________________________
 TF2341* NAD 83(1996)-  48 59 57.37803(N)    100 06 35.15315(W)     ADJUSTED  
 TF2341* NAVD 88     -       673.     (meters)    2208.     (feet)  SCALED    
 TF2341  ___________________________________________________________________
 TF2341  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 TF2341  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF2341
 TF2341  HORZ ORDER  -  THIRD
 TF2341
 TF2341.The horizontal coordinates were established by classical geodetic methods
 TF2341.and adjusted by the National Geodetic Survey in January 1998..
 TF2341
 TF2341.The orthometric height was scaled from a topographic map.
 TF2341
 TF2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2341
 TF2341.The geoid height was determined by GEOID03.
 TF2341
 TF2341;                    North         East     Units Scale Factor Converg.
 TF2341;SPC ND N     -   222,369.199   628,556.323   MT  1.00006363   +0 17 25.4
 TF2341;SPC ND N     -   729,557.74  2,062,192.66   iFT  1.00006363   +0 17 25.4
 TF2341;UTM  14      - 5,427,968.127   418,828.520   MT  0.99968094   -0 50 15.3
 TF2341
 TF2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2341!SPC ND N     -   0.99989782  x   1.00006363  =   0.99996144
 TF2341!UTM  14      -   0.99989782  x   0.99968094  =   0.99957879
 TF2341
 TF2341:                Primary Azimuth Mark                     Grid Az
 TF2341:SPC ND N     -  BOUNDARY MON 709 CD US                   269 44 50.0
 TF2341:UTM  14      -  BOUNDARY MON 709 CD US                   270 52 30.7
 TF2341
 TF2341|---------------------------------------------------------------------|
 TF2341| PID    Reference Object                     Distance      Geod. Az  |
 TF2341|                                                           dddmmss.s |
 TF2341| TF2340 BOUNDARY MON 709 CD US              APPROX. 2.0 KM 2700215.4 |
 TF2341|---------------------------------------------------------------------|
 TF2341
 TF2341                          SUPERSEDED SURVEY CONTROL
 TF2341
 TF2341  NAD 83(1986)-  48 59 57.37318(N)    100 06 35.13636(W) AD(       ) 3
 TF2341
 TF2341.Superseded values are not recommended for survey control.
 TF2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2341.See file dsdata.txt to determine how the superseded data were derived.
 TF2341
 TF2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1882927968(NAD 83)
 TF2341_MARKER: Z = SEE DESCRIPTION
 TF2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2341+STABILITY: SURFACE MOTION
 TF2341
 TF2341  HISTORY     - Date     Condition        Report By
 TF2341  HISTORY     - 1910     MONUMENTED       IBC
 TF2341  HISTORY     - 1943     GOOD             IBC
 TF2341  HISTORY     - 1953     GOOD             IBC
 TF2341  HISTORY     - 1963     GOOD             IBC
 TF2341  HISTORY     - 1970     GOOD             IBC
 TF2341  HISTORY     - 1980     GOOD             IBC
 TF2341
 TF2341                          STATION DESCRIPTION
 TF2341
 TF2341'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2341'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2341'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2341'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2341'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2341'
 TF2341'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2341'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF2341'---OCTOBER 20, 1818---.
 TF2341'
 TF2341'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2341'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2341'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2341'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2341'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2341'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2341'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2341'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2341'
 TF2341'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2341'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2341'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2341'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2341'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2341'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2341'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2341'AND---CANADA---ON THE WEST SIDE.
 TF2341'
 TF2341'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2341'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2341'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2341'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2341'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2341
 TF2341                          STATION RECOVERY (1943)
 TF2341
 TF2341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2341'RECOVERED IN GOOD CONDITION.
 TF2341
 TF2341                          STATION RECOVERY (1953)
 TF2341
 TF2341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2341'REPLUMBED.
 TF2341
 TF2341                          STATION RECOVERY (1963)
 TF2341
 TF2341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2341'RECOVERED IN GOOD CONDITION.
 TF2341
 TF2341                          STATION RECOVERY (1970)
 TF2341
 TF2341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2341'RECOVERED IN GOOD CONDITION.
 TF2341
 TF2341                          STATION RECOVERY (1980)
 TF2341
 TF2341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2342 ***********************************************************************
 TF2342  DESIGNATION -  BOUNDARY MON 711 A
 TF2342  PID         -  TF2342
 TF2342  STATE/COUNTY-  ND/ROLETTE
 TF2342  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF2342
 TF2342                         *CURRENT SURVEY CONTROL
 TF2342  ___________________________________________________________________
 TF2342* NAD 83(1996)-  48 59 57.31330(N)    100 03 09.30005(W)     ADJUSTED  
 TF2342* NAVD 88     -       697.     (meters)    2287.     (feet)  SCALED    
 TF2342  ___________________________________________________________________
 TF2342  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 TF2342  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF2342
 TF2342  HORZ ORDER  -  THIRD
 TF2342
 TF2342.The horizontal coordinates were established by classical geodetic methods
 TF2342.and adjusted by the National Geodetic Survey in January 1998..
 TF2342
 TF2342.The orthometric height was scaled from a topographic map.
 TF2342
 TF2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2342
 TF2342.The geoid height was determined by GEOID03.
 TF2342
 TF2342;                    North         East     Units Scale Factor Converg.
 TF2342;SPC ND N     -   222,389.960   632,740.667   MT  1.00006362   +0 19 58.6
 TF2342;SPC ND N     -   729,625.85  2,075,920.82   iFT  1.00006362   +0 19 58.6
 TF2342;UTM  14      - 5,427,906.560   423,010.844   MT  0.99967281   -0 47 39.9
 TF2342
 TF2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2342!SPC ND N     -   0.99989406  x   1.00006362  =   0.99995767
 TF2342!UTM  14      -   0.99989406  x   0.99967281  =   0.99956690
 TF2342
 TF2342|---------------------------------------------------------------------|
 TF2342| PID    Reference Object                     Distance      Geod. Az  |
 TF2342|                                                           dddmmss.s |
 TF2342| TF2343 BOUNDARY MON 711 B                   30.202 METERS 09001     |
 TF2342| TF0143 BOUNDARY MON 711 CD US              APPROX. 1.1 KM 2700132.3 |
 TF2342|---------------------------------------------------------------------|
 TF2342
 TF2342                          SUPERSEDED SURVEY CONTROL
 TF2342
 TF2342  NAD 83(1986)-  48 59 57.30813(N)    100 03 09.28276(W) AD(       ) 3
 TF2342
 TF2342.Superseded values are not recommended for survey control.
 TF2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2342.See file dsdata.txt to determine how the superseded data were derived.
 TF2342
 TF2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2301127907(NAD 83)
 TF2342_MARKER: Z = SEE DESCRIPTION
 TF2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2342+STABILITY: SURFACE MOTION
 TF2342
 TF2342  HISTORY     - Date     Condition        Report By
 TF2342  HISTORY     - 1932     MONUMENTED       IBC
 TF2342  HISTORY     - 1941     GOOD             IBC
 TF2342  HISTORY     - 1943     GOOD             IBC
 TF2342  HISTORY     - 1953     GOOD             IBC
 TF2342  HISTORY     - 1956     GOOD             IBC
 TF2342  HISTORY     - 1963     GOOD             IBC
 TF2342  HISTORY     - 1965     GOOD             IBC
 TF2342  HISTORY     - 1966     GOOD             IBC
 TF2342  HISTORY     - 1970     GOOD             IBC
 TF2342  HISTORY     - 1971     GOOD             IBC
 TF2342  HISTORY     - 1980     GOOD             IBC
 TF2342
 TF2342                          STATION DESCRIPTION
 TF2342
 TF2342'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1932 (JGH)
 TF2342'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TF2342'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TF2342'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TF2342'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TF2342'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TF2342'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TF2342'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TF2342'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TF2342'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TF2342'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TF2342'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TF2342'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TF2342'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TF2342'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TF2342'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TF2342'CONCRETE.
 TF2342'
 TF2342'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TF2342'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TF2342'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TF2342'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TF2342'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TF2342'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TF2342
 TF2342                          STATION RECOVERY (1941)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1943)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1953)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1956)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1963)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1965)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1966)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1970)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1971)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2342'RECOVERED IN GOOD CONDITION.
 TF2342
 TF2342                          STATION RECOVERY (1980)
 TF2342
 TF2342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2343 ***********************************************************************
 TF2343  DESIGNATION -  BOUNDARY MON 711 B
 TF2343  PID         -  TF2343
 TF2343  STATE/COUNTY-  ND/ROLETTE
 TF2343  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF2343
 TF2343                         *CURRENT SURVEY CONTROL
 TF2343  ___________________________________________________________________
 TF2343* NAD 83(1996)-  48 59 57.31290(N)    100 03 07.81415(W)     ADJUSTED  
 TF2343* NAVD 88     -       697.     (meters)    2287.     (feet)  SCALED    
 TF2343  ___________________________________________________________________
 TF2343  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 TF2343  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF2343
 TF2343  HORZ ORDER  -  THIRD
 TF2343
 TF2343.The horizontal coordinates were established by classical geodetic methods
 TF2343.and adjusted by the National Geodetic Survey in January 1998..
 TF2343
 TF2343.The orthometric height was scaled from a topographic map.
 TF2343
 TF2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2343
 TF2343.The geoid height was determined by GEOID03.
 TF2343
 TF2343;                    North         East     Units Scale Factor Converg.
 TF2343;SPC ND N     -   222,390.124   632,770.870   MT  1.00006362   +0 19 59.7
 TF2343;SPC ND N     -   729,626.39  2,076,019.91   iFT  1.00006362   +0 19 59.7
 TF2343;UTM  14      - 5,427,906.129   423,041.033   MT  0.99967276   -0 47 38.8
 TF2343
 TF2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2343!SPC ND N     -   0.99989406  x   1.00006362  =   0.99995767
 TF2343!UTM  14      -   0.99989406  x   0.99967276  =   0.99956685
 TF2343
 TF2343:                Primary Azimuth Mark                     Grid Az
 TF2343:SPC ND N     -  BOUNDARY MON 712 CD US                   089 41 17.3
 TF2343:UTM  14      -  BOUNDARY MON 712 CD US                   090 48 55.8
 TF2343
 TF2343|---------------------------------------------------------------------|
 TF2343| PID    Reference Object                     Distance      Geod. Az  |
 TF2343|                                                           dddmmss.s |
 TF2343| TF2344 BOUNDARY MON 712 CD US              APPROX. 1.8 KM 0900117.0 |
 TF2343| TF2342 BOUNDARY MON 711 A                   30.202 METERS 27001     |
 TF2343|---------------------------------------------------------------------|
 TF2343
 TF2343                          SUPERSEDED SURVEY CONTROL
 TF2343
 TF2343  NAD 83(1986)-  48 59 57.30773(N)    100 03 07.79687(W) AD(       ) 3
 TF2343
 TF2343.Superseded values are not recommended for survey control.
 TF2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2343.See file dsdata.txt to determine how the superseded data were derived.
 TF2343
 TF2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2304127906(NAD 83)
 TF2343_MARKER: Z = SEE DESCRIPTION
 TF2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2343+STABILITY: SURFACE MOTION
 TF2343
 TF2343  HISTORY     - Date     Condition        Report By
 TF2343  HISTORY     - 1932     MONUMENTED       IBC
 TF2343  HISTORY     - 1941     GOOD             IBC
 TF2343  HISTORY     - 1943     GOOD             IBC
 TF2343  HISTORY     - 1953     GOOD             IBC
 TF2343  HISTORY     - 1956     GOOD             IBC
 TF2343  HISTORY     - 1963     GOOD             IBC
 TF2343  HISTORY     - 1965     GOOD             IBC
 TF2343  HISTORY     - 1966     GOOD             IBC
 TF2343  HISTORY     - 1970     GOOD             IBC
 TF2343  HISTORY     - 1971     GOOD             IBC
 TF2343  HISTORY     - 1980     GOOD             IBC
 TF2343
 TF2343                          STATION DESCRIPTION
 TF2343
 TF2343'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1932 (JGH)
 TF2343'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TF2343'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TF2343'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TF2343'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TF2343'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TF2343'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TF2343'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TF2343'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TF2343'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TF2343'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TF2343'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TF2343'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TF2343'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TF2343'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TF2343'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TF2343'CONCRETE.
 TF2343'
 TF2343'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TF2343'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TF2343'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TF2343'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TF2343'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TF2343'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TF2343
 TF2343                          STATION RECOVERY (1941)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1943)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1953)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1956)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1963)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1965)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1966)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1970)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1971)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF2343'RECOVERED IN GOOD CONDITION.
 TF2343
 TF2343                          STATION RECOVERY (1980)
 TF2343
 TF2343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0143 ***********************************************************************
 TF0143  DESIGNATION -  BOUNDARY MON 711 CD US
 TF0143  PID         -  TF0143
 TF0143  STATE/COUNTY-  ND/ROLETTE
 TF0143  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF0143
 TF0143                         *CURRENT SURVEY CONTROL
 TF0143  ___________________________________________________________________
 TF0143* NAD 83(1996)-  48 59 57.32575(N)    100 04 03.67268(W)     ADJUSTED  
 TF0143* NAVD 88     -       699.532  (meters)    2295.05   (feet)  ADJUSTED  
 TF0143  ___________________________________________________________________
 TF0143  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 TF0143  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TF0143  DYNAMIC HT  -         699.700 (meters)    2295.60  (feet)  COMP
 TF0143  MODELED GRAV-     980,825.8   (mgal)                       NAVD 88
 TF0143
 TF0143  HORZ ORDER  -  THIRD
 TF0143  VERT ORDER  -  SECOND    CLASS 0
 TF0143
 TF0143.The horizontal coordinates were established by classical geodetic methods
 TF0143.and adjusted by the National Geodetic Survey in January 1998..
 TF0143
 TF0143.The orthometric height was determined by differential leveling
 TF0143.and adjusted by the National Geodetic Survey in June 1991..
 TF0143
 TF0143.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0143
 TF0143.The geoid height was determined by GEOID03.
 TF0143
 TF0143.The dynamic height is computed by dividing the NAVD 88
 TF0143.geopotential number by the normal gravity value computed on the
 TF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0143.degrees latitude (g = 980.6199 gals.).
 TF0143
 TF0143.The modeled gravity was interpolated from observed gravity values.
 TF0143
 TF0143;                    North         East     Units Scale Factor Converg.
 TF0143;SPC ND N     -   222,384.031   631,635.445   MT  1.00006363   +0 19 18.1
 TF0143;SPC ND N     -   729,606.40  2,072,294.77   iFT  1.00006363   +0 19 18.1
 TF0143;UTM  14      - 5,427,922.372   421,906.150   MT  0.99967492   -0 48 21.0
 TF0143
 TF0143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0143!SPC ND N     -   0.99989373  x   1.00006363  =   0.99995735
 TF0143!UTM  14      -   0.99989373  x   0.99967492  =   0.99956868
 TF0143
 TF0143:                Primary Azimuth Mark                     Grid Az
 TF0143:SPC ND N     -  BOUNDARY MON 710 CD US                   269 43 27.2
 TF0143:UTM  14      -  BOUNDARY MON 710 CD US                   270 51 06.3
 TF0143
 TF0143|---------------------------------------------------------------------|
 TF0143| PID    Reference Object                     Distance      Geod. Az  |
 TF0143|                                                           dddmmss.s |
 TF0143| TF2341 BOUNDARY MON 710 CD US              APPROX. 3.1 KM 2700245.3 |
 TF0143|---------------------------------------------------------------------|
 TF0143
 TF0143                          SUPERSEDED SURVEY CONTROL
 TF0143
 TF0143  NAD 83(1986)-  48 59 57.32067(N)    100 04 03.65550(W) AD(       ) 3
 TF0143  NGVD 29 (??/??/92)  699.119  (m)         2293.69   (f) ADJ UNCH    2 0
 TF0143
 TF0143.Superseded values are not recommended for survey control.
 TF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0143.See file dsdata.txt to determine how the superseded data were derived.
 TF0143
 TF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2190627922(NAD 83)
 TF0143_MARKER: Z = SEE DESCRIPTION
 TF0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0143+STABILITY: SURFACE MOTION
 TF0143
 TF0143  HISTORY     - Date     Condition        Report By
 TF0143  HISTORY     - 1910     MONUMENTED       IBC
 TF0143  HISTORY     - 1935     GOOD             NGS
 TF0143  HISTORY     - 1943     GOOD             IBC
 TF0143  HISTORY     - 1953     GOOD             IBC
 TF0143  HISTORY     - 1963     GOOD             IBC
 TF0143  HISTORY     - 1970     GOOD             IBC
 TF0143  HISTORY     - 1971     GOOD             IBC
 TF0143  HISTORY     - 1980     GOOD             IBC
 TF0143
 TF0143                          STATION DESCRIPTION
 TF0143
 TF0143'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF0143'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF0143'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF0143'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF0143'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF0143'
 TF0143'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF0143'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON--- AND
 TF0143'---OCTOBER 20, 1818---.
 TF0143'
 TF0143'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF0143'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF0143'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF0143'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF0143'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF0143'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF0143'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF0143'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF0143'
 TF0143'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF0143'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF0143'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF0143'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF0143'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF0143'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF0143'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF0143'AND---CANADA---ON THE WEST SIDE.
 TF0143'
 TF0143'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF0143'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF0143'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF0143'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF0143'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF0143
 TF0143                          STATION RECOVERY (1935)
 TF0143
 TF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TF0143'11.0 MI N FROM DUNSEITH.
 TF0143'11.0 MILES NORTH ALONG THE WILLOW LAKE ROAD FROM THE GREAT NORTHERN
 TF0143'RAILWAY STATION AT DUNSEITH, ROLETTE COUNTY, 0.5 MILE NORTH ALONG A
 TF0143'SECTION-LINE ROAD FROM BENCH MARK R 170 1935, DESCRIBED ABOVE, AND AT
 TF0143'THE INTERNATIONAL PEACE GARDEN.  THE APEX OF INTERNATIONAL BOUNDARY
 TF0143'COMMISSION MARKER 711.
 TF0143
 TF0143                          STATION RECOVERY (1943)
 TF0143
 TF0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF0143'RECOVERED IN GOOD CONDITION.
 TF0143
 TF0143                          STATION RECOVERY (1953)
 TF0143
 TF0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF0143'RECOVERED IN GOOD CONDITION.
 TF0143
 TF0143                          STATION RECOVERY (1963)
 TF0143
 TF0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF0143'RECOVERED IN GOOD CONDITION.
 TF0143
 TF0143                          STATION RECOVERY (1970)
 TF0143
 TF0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF0143'RECOVERED IN GOOD CONDITION.
 TF0143
 TF0143                          STATION RECOVERY (1971)
 TF0143
 TF0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971
 TF0143'RECOVERED IN GOOD CONDITION.
 TF0143
 TF0143                          STATION RECOVERY (1980)
 TF0143
 TF0143'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2344 ***********************************************************************
 TF2344  DESIGNATION -  BOUNDARY MON 712 CD US
 TF2344  PID         -  TF2344
 TF2344  STATE/COUNTY-  ND/ROLETTE
 TF2344  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF2344
 TF2344                         *CURRENT SURVEY CONTROL
 TF2344  ___________________________________________________________________
 TF2344* NAD 83(1996)-  48 59 57.28210(N)    100 01 40.12752(W)     ADJUSTED  
 TF2344* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 TF2344  ___________________________________________________________________
 TF2344  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 TF2344  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF2344
 TF2344  HORZ ORDER  -  THIRD
 TF2344
 TF2344.The horizontal coordinates were established by classical geodetic methods
 TF2344.and adjusted by the National Geodetic Survey in January 1998..
 TF2344
 TF2344.The orthometric height was scaled from a topographic map.
 TF2344
 TF2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2344
 TF2344.The geoid height was determined by GEOID03.
 TF2344
 TF2344;                    North         East     Units Scale Factor Converg.
 TF2344;SPC ND N     -   222,399.821   634,553.259   MT  1.00006362   +0 21 04.9
 TF2344;SPC ND N     -   729,658.21  2,081,867.65   iFT  1.00006362   +0 21 04.9
 TF2344;UTM  14      - 5,427,880.770   424,822.568   MT  0.99966943   -0 46 32.6
 TF2344
 TF2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2344!SPC ND N     -   0.99989077  x   1.00006362  =   0.99995439
 TF2344!UTM  14      -   0.99989077  x   0.99966943  =   0.99956024
 TF2344
 TF2344:                Primary Azimuth Mark                     Grid Az
 TF2344:SPC ND N     -  BOUNDARY MON 711 CD US                   269 41 24.6
 TF2344:UTM  14      -  BOUNDARY MON 711 CD US                   270 49 02.1
 TF2344
 TF2344|---------------------------------------------------------------------|
 TF2344| PID    Reference Object                     Distance      Geod. Az  |
 TF2344|                                                           dddmmss.s |
 TF2344| TF0143 BOUNDARY MON 711 CD US              APPROX. 2.9 KM 2700229.5 |
 TF2344|---------------------------------------------------------------------|
 TF2344
 TF2344                          SUPERSEDED SURVEY CONTROL
 TF2344
 TF2344  NAD 83(1986)-  48 59 57.27683(N)    100 01 40.11020(W) AD(       ) 3
 TF2344
 TF2344.Superseded values are not recommended for survey control.
 TF2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2344.See file dsdata.txt to determine how the superseded data were derived.
 TF2344
 TF2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2482327881(NAD 83)
 TF2344_MARKER: Z = SEE DESCRIPTION
 TF2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2344+STABILITY: SURFACE MOTION
 TF2344
 TF2344  HISTORY     - Date     Condition        Report By
 TF2344  HISTORY     - 1910     MONUMENTED       IBC
 TF2344  HISTORY     - 1943     GOOD             IBC
 TF2344  HISTORY     - 1953     GOOD             IBC
 TF2344  HISTORY     - 1963     GOOD             IBC
 TF2344  HISTORY     - 1970     GOOD             IBC
 TF2344  HISTORY     - 1980     GOOD             IBC
 TF2344
 TF2344                          STATION DESCRIPTION
 TF2344
 TF2344'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2344'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TF2344'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TF2344'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TF2344'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TF2344'
 TF2344'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TF2344'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TF2344'---OCTOBER 20, 1818---.
 TF2344'
 TF2344'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TF2344'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TF2344'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TF2344'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TF2344'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TF2344'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TF2344'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TF2344'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TF2344'
 TF2344'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TF2344'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TF2344'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TF2344'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TF2344'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TF2344'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TF2344'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TF2344'AND---CANADA---ON THE WEST SIDE.
 TF2344'
 TF2344'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TF2344'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TF2344'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TF2344'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TF2344'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TF2344
 TF2344                          STATION RECOVERY (1943)
 TF2344
 TF2344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943
 TF2344'RECOVERED IN GOOD CONDITION.
 TF2344
 TF2344                          STATION RECOVERY (1953)
 TF2344
 TF2344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1953
 TF2344'RECOVERED IN GOOD CONDITION.
 TF2344
 TF2344                          STATION RECOVERY (1963)
 TF2344
 TF2344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963
 TF2344'RECOVERED IN GOOD CONDITION.
 TF2344
 TF2344                          STATION RECOVERY (1970)
 TF2344
 TF2344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970
 TF2344'RECOVERED IN GOOD CONDITION.
 TF2344
 TF2344                          STATION RECOVERY (1980)
 TF2344
 TF2344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TF2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2181 ***********************************************************************
 TE2181  DESIGNATION -  BOUNDARY MON 713 CD US
 TE2181  PID         -  TE2181
 TE2181  STATE/COUNTY-  ND/ROLETTE
 TE2181  USGS QUAD   -  CARPENTER LAKE (1968)
 TE2181
 TE2181                         *CURRENT SURVEY CONTROL
 TE2181  ___________________________________________________________________
 TE2181* NAD 83(1996)-  48 59 57.22874(N)    099 59 48.85969(W)     ADJUSTED  
 TE2181* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 TE2181  ___________________________________________________________________
 TE2181  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 TE2181  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TE2181
 TE2181  HORZ ORDER  -  THIRD
 TE2181
 TE2181.The horizontal coordinates were established by classical geodetic methods
 TE2181.and adjusted by the National Geodetic Survey in January 1998..
 TE2181
 TE2181.The orthometric height was scaled from a topographic map.
 TE2181
 TE2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2181
 TE2181.The geoid height was determined by GEOID03.
 TE2181
 TE2181;                    North         East     Units Scale Factor Converg.
 TE2181;SPC ND N     -   222,412.497   636,814.976   MT  1.00006362   +0 22 27.7
 TE2181;SPC ND N     -   729,699.79  2,089,287.98   iFT  1.00006362   +0 22 27.7
 TE2181;UTM  14      - 5,427,848.974   427,083.201   MT  0.99966532   -0 45 08.6
 TE2181
 TE2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2181!SPC ND N     -   0.99989485  x   1.00006362  =   0.99995846
 TE2181!UTM  14      -   0.99989485  x   0.99966532  =   0.99956021
 TE2181
 TE2181:                Primary Azimuth Mark                     Grid Az
 TE2181:SPC ND N     -  BOUNDARY MON 712 CD US                   269 40 44.6
 TE2181:UTM  14      -  BOUNDARY MON 712 CD US                   270 48 20.9
 TE2181
 TE2181|---------------------------------------------------------------------|
 TE2181| PID    Reference Object                     Distance      Geod. Az  |
 TE2181|                                                           dddmmss.s |
 TE2181| TF2344 BOUNDARY MON 712 CD US              APPROX. 2.3 KM 2700312.3 |
 TE2181|---------------------------------------------------------------------|
 TE2181
 TE2181                          SUPERSEDED SURVEY CONTROL
 TE2181
 TE2181  NAD 83(1986)-  48 59 57.22335(N)    099 59 48.84454(W) AD(       ) 3
 TE2181
 TE2181.Superseded values are not recommended for survey control.
 TE2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2181.See file dsdata.txt to determine how the superseded data were derived.
 TE2181
 TE2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2708327849(NAD 83)
 TE2181_MARKER: Z = SEE DESCRIPTION
 TE2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2181+STABILITY: SURFACE MOTION
 TE2181
 TE2181  HISTORY     - Date     Condition        Report By
 TE2181  HISTORY     - 1910     MONUMENTED       IBC
 TE2181  HISTORY     - 1980     GOOD             IBC
 TE2181
 TE2181                          STATION DESCRIPTION
 TE2181
 TE2181'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TE2181'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2181'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2181'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2181'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2181'
 TE2181'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2181'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2181'---OCTOBER 20, 1818---.
 TE2181'
 TE2181'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2181'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2181'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2181'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2181'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2181'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2181'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2181'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2181'
 TE2181'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2181'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2181'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2181'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2181'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2181'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2181'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2181'AND---CANADA---ON THE WEST SIDE.
 TE2181'
 TE2181'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2181'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2181'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2181'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2181'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2181
 TE2181                          STATION RECOVERY (1980)
 TE2181
 TE2181'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2181'RECOVERED IN GOOD CONDITION IN 1943, 1953, 1963, 1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2182 ***********************************************************************
 TE2182  DESIGNATION -  BOUNDARY MON 714 CD US
 TE2182  PID         -  TE2182
 TE2182  STATE/COUNTY-  ND/ROLETTE
 TE2182  USGS QUAD   -  CARPENTER LAKE (1968)
 TE2182
 TE2182                         *CURRENT SURVEY CONTROL
 TE2182  ___________________________________________________________________
 TE2182* NAD 83(1996)-  48 59 57.21623(N)    099 58 39.12993(W)     ADJUSTED  
 TE2182* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 TE2182  ___________________________________________________________________
 TE2182  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 TE2182  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TE2182
 TE2182  HORZ ORDER  -  THIRD
 TE2182
 TE2182.The horizontal coordinates were established by classical geodetic methods
 TE2182.and adjusted by the National Geodetic Survey in January 1998..
 TE2182
 TE2182.The orthometric height was scaled from a topographic map.
 TE2182
 TE2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2182
 TE2182.The geoid height was determined by GEOID03.
 TE2182
 TE2182;                    North         East     Units Scale Factor Converg.
 TE2182;SPC ND N     -   222,421.550   638,232.352   MT  1.00006362   +0 23 19.6
 TE2182;SPC ND N     -   729,729.49  2,093,938.16   iFT  1.00006362   +0 23 19.6
 TE2182;UTM  14      - 5,427,830.163   428,499.914   MT  0.99966280   -0 44 16.0
 TE2182
 TE2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2182!SPC ND N     -   0.99989626  x   1.00006362  =   0.99995988
 TE2182!UTM  14      -   0.99989626  x   0.99966280  =   0.99955910
 TE2182
 TE2182:                Primary Azimuth Mark                     Grid Az
 TE2182:SPC ND N     -  BOUNDARY MON 713 CD US                   269 38 02.9
 TE2182:UTM  14      -  BOUNDARY MON 713 CD US                   270 45 38.5
 TE2182
 TE2182|---------------------------------------------------------------------|
 TE2182| PID    Reference Object                     Distance      Geod. Az  |
 TE2182|                                                           dddmmss.s |
 TE2182| TE2181 BOUNDARY MON 713 CD US              APPROX. 1.4 KM 2700122.5 |
 TE2182|---------------------------------------------------------------------|
 TE2182
 TE2182                          SUPERSEDED SURVEY CONTROL
 TE2182
 TE2182  NAD 83(1986)-  48 59 57.21080(N)    099 58 39.11536(W) AD(       ) 3
 TE2182
 TE2182.Superseded values are not recommended for survey control.
 TE2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2182.See file dsdata.txt to determine how the superseded data were derived.
 TE2182
 TE2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2850027830(NAD 83)
 TE2182_MARKER: Z = SEE DESCRIPTION
 TE2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2182+STABILITY: SURFACE MOTION
 TE2182
 TE2182  HISTORY     - Date     Condition        Report By
 TE2182  HISTORY     - 1910     MONUMENTED       IBC
 TE2182  HISTORY     - 1980     GOOD             IBC
 TE2182
 TE2182                          STATION DESCRIPTION
 TE2182
 TE2182'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TE2182'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2182'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2182'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2182'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2182'
 TE2182'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2182'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2182'---OCTOBER 20, 1818---.
 TE2182'
 TE2182'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2182'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2182'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2182'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2182'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2182'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2182'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2182'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2182'
 TE2182'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2182'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2182'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2182'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2182'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2182'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2182'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2182'AND---CANADA---ON THE WEST SIDE.
 TE2182'
 TE2182'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2182'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2182'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2182'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2182'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2182
 TE2182                          STATION RECOVERY (1980)
 TE2182
 TE2182'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2182'RECOVERED IN GOOD CONDITION IN 1943, 1963, 1970 AND 1980.  REPLUMBED
 TE2182'IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2183 ***********************************************************************
 TE2183  DESIGNATION -  BOUNDARY MON 715 CD US
 TE2183  PID         -  TE2183
 TE2183  STATE/COUNTY-  ND/ROLETTE
 TE2183  USGS QUAD   -  CARPENTER LAKE (1968)
 TE2183
 TE2183                         *CURRENT SURVEY CONTROL
 TE2183  ___________________________________________________________________
 TE2183* NAD 83(1996)-  48 59 57.16284(N)    099 55 54.58717(W)     ADJUSTED  
 TE2183* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 TE2183  ___________________________________________________________________
 TE2183  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TE2183  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TE2183
 TE2183  HORZ ORDER  -  THIRD
 TE2183
 TE2183.The horizontal coordinates were established by classical geodetic methods
 TE2183.and adjusted by the National Geodetic Survey in January 1998..
 TE2183
 TE2183.The orthometric height was scaled from a topographic map.
 TE2183
 TE2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2183
 TE2183.The geoid height was determined by GEOID03.
 TE2183
 TE2183;                    North         East     Units Scale Factor Converg.
 TE2183;SPC ND N     -   222,443.588   641,576.958   MT  1.00006361   +0 25 22.1
 TE2183;SPC ND N     -   729,801.80  2,104,911.28   iFT  1.00006361   +0 25 22.1
 TE2183;UTM  14      - 5,427,786.471   431,842.957   MT  0.99965707   -0 42 11.8
 TE2183
 TE2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2183!SPC ND N     -   0.99989910  x   1.00006361  =   0.99996270
 TE2183!UTM  14      -   0.99989910  x   0.99965707  =   0.99955620
 TE2183
 TE2183:                Primary Azimuth Mark                     Grid Az
 TE2183:SPC ND N     -  BOUNDARY MON 716 CD US                   089 35 40.8
 TE2183:UTM  14      -  BOUNDARY MON 716 CD US                   090 43 14.7
 TE2183
 TE2183|---------------------------------------------------------------------|
 TE2183| PID    Reference Object                     Distance      Geod. Az  |
 TE2183|                                                           dddmmss.s |
 TE2183| TE2184 BOUNDARY MON 716 CD US              APPROX. 1.9 KM 0900102.9 |
 TE2183|---------------------------------------------------------------------|
 TE2183
 TE2183                          SUPERSEDED SURVEY CONTROL
 TE2183
 TE2183  NAD 83(1986)-  48 59 57.15730(N)    099 55 54.57266(W) AD(       ) 3
 TE2183
 TE2183.Superseded values are not recommended for survey control.
 TE2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2183.See file dsdata.txt to determine how the superseded data were derived.
 TE2183
 TE2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV3184327786(NAD 83)
 TE2183_MARKER: Z = SEE DESCRIPTION
 TE2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2183+STABILITY: SURFACE MOTION
 TE2183
 TE2183  HISTORY     - Date     Condition        Report By
 TE2183  HISTORY     - 1911     MONUMENTED       IBC
 TE2183  HISTORY     - 1980     GOOD             IBC
 TE2183
 TE2183                          STATION DESCRIPTION
 TE2183
 TE2183'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2183'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2183'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2183'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2183'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2183'
 TE2183'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2183'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2183'---OCTOBER 20, 1818---.
 TE2183'
 TE2183'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2183'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2183'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2183'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2183'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2183'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2183'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2183'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2183'
 TE2183'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2183'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2183'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2183'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2183'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2183'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2183'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2183'AND---CANADA---ON THE WEST SIDE.
 TE2183'
 TE2183'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2183'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2183'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2183'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2183'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2183
 TE2183                          STATION RECOVERY (1980)
 TE2183
 TE2183'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2183'RECOVERED IN GOOD CONDITION IN 1943, 1953, 1963, 1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2184 ***********************************************************************
 TE2184  DESIGNATION -  BOUNDARY MON 716 CD US
 TE2184  PID         -  TE2184
 TE2184  STATE/COUNTY-  ND/ROLETTE
 TE2184  USGS QUAD   -  CARPENTER LAKE (1968)
 TE2184
 TE2184                         *CURRENT SURVEY CONTROL
 TE2184  ___________________________________________________________________
 TE2184* NAD 83(1996)-  48 59 57.13252(N)    099 54 18.67034(W)     ADJUSTED  
 TE2184* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 TE2184  ___________________________________________________________________
 TE2184  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 TE2184  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TE2184
 TE2184  HORZ ORDER  -  THIRD
 TE2184
 TE2184.The horizontal coordinates were established by classical geodetic methods
 TE2184.and adjusted by the National Geodetic Survey in January 1998..
 TE2184
 TE2184.The orthometric height was scaled from a topographic map.
 TE2184
 TE2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2184
 TE2184.The geoid height was determined by GEOID03.
 TE2184
 TE2184;                    North         East     Units Scale Factor Converg.
 TE2184;SPC ND N     -   222,457.376   643,526.622   MT  1.00006361   +0 26 33.4
 TE2184;SPC ND N     -   729,847.03  2,111,307.81   iFT  1.00006361   +0 26 33.4
 TE2184;UTM  14      - 5,427,761.955   433,791.720   MT  0.99965385   -0 40 59.4
 TE2184
 TE2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2184!SPC ND N     -   0.99990192  x   1.00006361  =   0.99996553
 TE2184!UTM  14      -   0.99990192  x   0.99965385  =   0.99955581
 TE2184
 TE2184:                Primary Azimuth Mark                     Grid Az
 TE2184:SPC ND N     -  BOUNDARY MON 715 CD US                   269 35 41.9
 TE2184:UTM  14      -  BOUNDARY MON 715 CD US                   270 43 14.7
 TE2184
 TE2184|---------------------------------------------------------------------|
 TE2184| PID    Reference Object                     Distance      Geod. Az  |
 TE2184|                                                           dddmmss.s |
 TE2184| TE2183 BOUNDARY MON 715 CD US              APPROX. 1.9 KM 2700215.3 |
 TE2184|---------------------------------------------------------------------|
 TE2184
 TE2184                          SUPERSEDED SURVEY CONTROL
 TE2184
 TE2184  NAD 83(1986)-  48 59 57.12692(N)    099 54 18.65541(W) AD(       ) 3
 TE2184
 TE2184.Superseded values are not recommended for survey control.
 TE2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2184.See file dsdata.txt to determine how the superseded data were derived.
 TE2184
 TE2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV3379227762(NAD 83)
 TE2184_MARKER: Z = SEE DESCRIPTION
 TE2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2184+STABILITY: SURFACE MOTION
 TE2184
 TE2184  HISTORY     - Date     Condition        Report By
 TE2184  HISTORY     - 1911     MONUMENTED       IBC
 TE2184  HISTORY     - 1980     GOOD             IBC
 TE2184
 TE2184                          STATION DESCRIPTION
 TE2184
 TE2184'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2184'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2184'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2184'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2184'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2184'
 TE2184'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2184'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2184'---OCTOBER 20, 1818---.
 TE2184'
 TE2184'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2184'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2184'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2184'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2184'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2184'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2184'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2184'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2184'
 TE2184'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2184'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2184'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2184'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2184'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2184'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2184'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2184'AND---CANADA---ON THE WEST SIDE.
 TE2184'
 TE2184'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2184'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2184'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2184'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2184'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2184
 TE2184                          STATION RECOVERY (1980)
 TE2184
 TE2184'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2184'RECOVERED IN GOOD CONDITION IN 1943, 1953, 1963 AND 1980.  REPLUMBED
 TE2184'IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2185 ***********************************************************************
 TE2185  DESIGNATION -  BOUNDARY MON 717 CD US
 TE2185  PID         -  TE2185
 TE2185  STATE/COUNTY-  ND/ROLETTE
 TE2185  USGS QUAD   -  LAKE UPSILON (1968)
 TE2185
 TE2185                         *CURRENT SURVEY CONTROL
 TE2185  ___________________________________________________________________
 TE2185* NAD 83(1996)-  48 59 57.09167(N)    099 52 24.14782(W)     ADJUSTED  
 TE2185* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 TE2185  ___________________________________________________________________
 TE2185  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 TE2185  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TE2185
 TE2185  HORZ ORDER  -  THIRD
 TE2185
 TE2185.The horizontal coordinates were established by classical geodetic methods
 TE2185.and adjusted by the National Geodetic Survey in January 1998..
 TE2185
 TE2185.The orthometric height was scaled from a topographic map.
 TE2185
 TE2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2185
 TE2185.The geoid height was determined by GEOID03.
 TE2185
 TE2185;                    North         East     Units Scale Factor Converg.
 TE2185;SPC ND N     -   222,474.578   645,854.471   MT  1.00006361   +0 27 58.7
 TE2185;SPC ND N     -   729,903.47  2,118,945.11   iFT  1.00006361   +0 27 58.7
 TE2185;UTM  14      - 5,427,733.437   436,118.500   MT  0.99965013   -0 39 33.0
 TE2185
 TE2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2185!SPC ND N     -   0.99990209  x   1.00006361  =   0.99996569
 TE2185!UTM  14      -   0.99990209  x   0.99965013  =   0.99955225
 TE2185
 TE2185:                Primary Azimuth Mark                     Grid Az
 TE2185:SPC ND N     -  CENTER XX                                076 41 31.9
 TE2185:UTM  14      -  CENTER XX                                077 49 03.6
 TE2185
 TE2185|---------------------------------------------------------------------|
 TE2185| PID    Reference Object                     Distance      Geod. Az  |
 TE2185|                                                           dddmmss.s |
 TE2185| TE2121 CENTER XX                           APPROX. 1.6 KM 0770930.6 |
 TE2185|---------------------------------------------------------------------|
 TE2185
 TE2185                          SUPERSEDED SURVEY CONTROL
 TE2185
 TE2185  NAD 83(1986)-  48 59 57.08605(N)    099 52 24.12996(W) AD(       ) 3
 TE2185
 TE2185.Superseded values are not recommended for survey control.
 TE2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2185.See file dsdata.txt to determine how the superseded data were derived.
 TE2185
 TE2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV3611827733(NAD 83)
 TE2185_MARKER: Z = SEE DESCRIPTION
 TE2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2185+STABILITY: SURFACE MOTION
 TE2185
 TE2185  HISTORY     - Date     Condition        Report By
 TE2185  HISTORY     - 1911     MONUMENTED       IBC
 TE2185  HISTORY     - 1980     GOOD             IBC
 TE2185
 TE2185                          STATION DESCRIPTION
 TE2185
 TE2185'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2185'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2185'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2185'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2185'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2185'
 TE2185'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2185'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2185'---OCTOBER 20, 1818---.
 TE2185'
 TE2185'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2185'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2185'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2185'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2185'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2185'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2185'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2185'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2185'
 TE2185'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2185'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2185'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2185'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2185'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2185'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2185'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2185'AND---CANADA---ON THE WEST SIDE.
 TE2185'
 TE2185'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2185'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2185'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2185'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2185'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2185
 TE2185                          STATION RECOVERY (1980)
 TE2185
 TE2185'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2185'RECOVERED IN GOOD CONDITION IN 1943, 1963, 1970 AND 1980.  REPLUMBED
 TE2185'IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2186 ***********************************************************************
 TE2186  DESIGNATION -  BOUNDARY MON 718 CD US
 TE2186  PID         -  TE2186
 TE2186  STATE/COUNTY-  ND/ROLETTE
 TE2186  USGS QUAD   -  LAKE UPSILON (1968)
 TE2186
 TE2186                         *CURRENT SURVEY CONTROL
 TE2186  ___________________________________________________________________
 TE2186* NAD 83(1996)-  48 59 57.04615(N)    099 50 42.63076(W)     ADJUSTED  
 TE2186* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 TE2186  ___________________________________________________________________
 TE2186  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 TE2186  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TE2186
 TE2186  HORZ ORDER  -  THIRD
 TE2186
 TE2186.The horizontal coordinates were established by classical geodetic methods
 TE2186.and adjusted by the National Geodetic Survey in January 1998..
 TE2186
 TE2186.The orthometric height was scaled from a topographic map.
 TE2186
 TE2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2186
 TE2186.The geoid height was determined by GEOID03.
 TE2186
 TE2186;                    North         East     Units Scale Factor Converg.
 TE2186;SPC ND N     -   222,490.344   647,917.961   MT  1.00006360   +0 29 14.2
 TE2186;SPC ND N     -   729,955.20  2,125,715.10   iFT  1.00006360   +0 29 14.2
 TE2186;UTM  14      - 5,427,708.685   438,181.045   MT  0.99964695   -0 38 16.3
 TE2186
 TE2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2186!SPC ND N     -   0.99990476  x   1.00006360  =   0.99996835
 TE2186!UTM  14      -   0.99990476  x   0.99964695  =   0.99955174
 TE2186
 TE2186:                Primary Azimuth Mark                     Grid Az
 TE2186:SPC ND N     -  BOUNDARY MON 717 CD US                   269 33 44.7
 TE2186:UTM  14      -  BOUNDARY MON 717 CD US                   270 41 15.2
 TE2186
 TE2186|---------------------------------------------------------------------|
 TE2186| PID    Reference Object                     Distance      Geod. Az  |
 TE2186|                                                           dddmmss.s |
 TE2186| TE2185 BOUNDARY MON 717 CD US              APPROX. 2.1 KM 2700258.9 |
 TE2186|---------------------------------------------------------------------|
 TE2186
 TE2186                          SUPERSEDED SURVEY CONTROL
 TE2186
 TE2186  NAD 83(1986)-  48 59 57.04055(N)    099 50 42.61185(W) AD(       ) 3
 TE2186
 TE2186.Superseded values are not recommended for survey control.
 TE2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2186.See file dsdata.txt to determine how the superseded data were derived.
 TE2186
 TE2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV3818127709(NAD 83)
 TE2186_MARKER: Z = SEE DESCRIPTION
 TE2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2186+STABILITY: SURFACE MOTION
 TE2186
 TE2186  HISTORY     - Date     Condition        Report By
 TE2186  HISTORY     - 1911     MONUMENTED       IBC
 TE2186  HISTORY     - 1980     GOOD             IBC
 TE2186
 TE2186                          STATION DESCRIPTION
 TE2186
 TE2186'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2186'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2186'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2186'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2186'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2186'
 TE2186'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2186'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2186'---OCTOBER 20, 1818---.
 TE2186'
 TE2186'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2186'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2186'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2186'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2186'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2186'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2186'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2186'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2186'
 TE2186'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2186'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2186'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2186'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2186'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2186'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2186'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2186'AND---CANADA---ON THE WEST SIDE.
 TE2186'
 TE2186'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2186'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2186'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2186'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2186'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2186
 TE2186                          STATION RECOVERY (1980)
 TE2186
 TE2186'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2186'RECOVERED IN GOOD CONDITION IN 1943, 1963, 1970 AND 1980.  REPLUMBED
 TE2186'IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2109 ***********************************************************************
 TE2109  DESIGNATION -  BOUNDARY MON 719 CD US
 TE2109  PID         -  TE2109
 TE2109  STATE/COUNTY-  ND/ROLETTE
 TE2109  USGS QUAD   -  LAKE UPSILON (1968)
 TE2109
 TE2109                         *CURRENT SURVEY CONTROL
 TE2109  ___________________________________________________________________
 TE2109* NAD 83(1996)-  48 59 57.03441(N)    099 49 06.24763(W)     ADJUSTED  
 TE2109* NAVD 88     -       630.4    (meters)    2068.     (feet)  VERTCON   
 TE2109  ___________________________________________________________________
 TE2109  X           -    -714,998.966 (meters)                     COMP
 TE2109  Y           -  -4,131,490.695 (meters)                     COMP
 TE2109  Z           -   4,790,957.992 (meters)                     COMP
 TE2109  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 TE2109  ELLIP HEIGHT-         608.65  (meters)          (01/23/98) GPS OBS
 TE2109  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TE2109
 TE2109  HORZ ORDER  -  FIRST
 TE2109  ELLP ORDER  -  FOURTH    CLASS I
 TE2109
 TE2109.The horizontal coordinates were established by GPS observations
 TE2109.and adjusted by the National Geodetic Survey in January 1998..
 TE2109
 TE2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2109
 TE2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE2109
 TE2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2109
 TE2109.The ellipsoidal height was determined by GPS observations
 TE2109.and is referenced to NAD 83.
 TE2109
 TE2109.The geoid height was determined by GEOID03.
 TE2109
 TE2109;                    North         East     Units Scale Factor Converg.
 TE2109;SPC ND N     -   222,506.984   649,877.083   MT  1.00006360   +0 30 25.9
 TE2109;SPC ND N     -   730,009.79  2,132,142.66   iFT  1.00006360   +0 30 25.9
 TE2109;UTM  14      - 5,427,686.865   440,139.296   MT  0.99964402   -0 37 03.6
 TE2109
 TE2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2109!SPC ND N     -   0.99990463  x   1.00006360  =   0.99996822
 TE2109!UTM  14      -   0.99990463  x   0.99964402  =   0.99954868
 TE2109
 TE2109:                Primary Azimuth Mark                     Grid Az
 TE2109:SPC ND N     -  CENTER XX                                277 42 53.3
 TE2109:UTM  14      -  CENTER XX                                278 50 22.8
 TE2109
 TE2109|---------------------------------------------------------------------|
 TE2109| PID    Reference Object                     Distance      Geod. Az  |
 TE2109|                                                           dddmmss.s |
 TE2109| TE2121 CENTER XX                           APPROX. 2.5 KM 2781319.2 |
 TE2109|---------------------------------------------------------------------|
 TE2109
 TE2109                          SUPERSEDED SURVEY CONTROL
 TE2109
 TE2109  NAD 83(1986)-  48 59 57.02895(N)    099 49 06.22876(W) AD(       ) 1
 TE2109  NGVD 29 (08/25/89)  630.0    (m)         2067.     (f) GPS OBS        
 TE2109
 TE2109.Superseded values are not recommended for survey control.
 TE2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2109.See file dsdata.txt to determine how the superseded data were derived.
 TE2109
 TE2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4013927687(NAD 83)
 TE2109_MARKER: DU = BOUNDARY MARKER
 TE2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2109+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1988
 TE2109
 TE2109  HISTORY     - Date     Condition        Report By
 TE2109  HISTORY     - 1911     MONUMENTED       IBC
 TE2109  HISTORY     - 1911     GOOD             IBC
 TE2109  HISTORY     - 1980     GOOD             IBC
 TE2109  HISTORY     - 19880914 SEE DESCRIPTION  NGS
 TE2109
 TE2109                          STATION DESCRIPTION
 TE2109
 TE2109'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2109'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2109'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2109'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2109'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2109'
 TE2109'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2109'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2109'---OCTOBER 20, 1818---.
 TE2109'
 TE2109'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2109'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2109'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2109'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2109'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2109'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2109'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2109'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2109'
 TE2109'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2109'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2109'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2109'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2109'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2109'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2109'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2109'AND---CANADA---ON THE WEST SIDE.
 TE2109'
 TE2109'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2109'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2109'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2109'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2109'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2109
 TE2109                          STATION RECOVERY (1911)
 TE2109
 TE2109'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TE2109'RECOVERED IN GOOD CONDITION.
 TE2109
 TE2109                          STATION RECOVERY (1980)
 TE2109
 TE2109'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2109'RECOVERED IN GOOD CONDITION IN 1943, 1953, 1963, 1970 AND 1980.
 TE2109
 TE2109                          STATION RECOVERY (1988)
 TE2109
 TE2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE2109'THE MONUMENT IS LOCATED ABOUT 27.35 KM (17.00 MI) NORTHEAST OF
 TE2109'DUNSEITH, 22.13 KM (13.75 MI) NORTHWEST OF ROLLA AND ABOUT 11.66 KM
 TE2109'(7.25 MI) WEST OF THE ST. JOHN, NORTH DAKOTA - LENA, MANITOBA BORDER
 TE2109'CROSSING.  PERMISSION TO PASS THROUGH THE FIRST LOCKED GATE WAS
 TE2109'OBTAINED FROM -GERALD GEICEN- GAME WARDEN FOR THE WAKOPA STATE GAME
 TE2109'MANAGEMENT AREA, AND PERMISSION THROUGH THE SECOND LOCKED GATE WAS
 TE2109'OBTAINED FROM -SAM MONDAY- AT THEELS GARAGE IN ROLLA.
 TE2109'TO REACH THE MONUMENT FROM THE POST OFFICE IN ST. JOHN, GO NORTHWEST
 TE2109'ON THE PAVED ROAD FOR 0.80 KM (0.50 MI) TO A GRAVEL T-INTERSECTION.
 TE2109'TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 9.09 KM (5.65 MI) TO A
 TE2109'SIDE ROAD RIGHT LEADING TO GRAVEL LAKE AND LAKE UPSILOM.  TURN RIGHT
 TE2109'AND GO IN A NORTHERLY DIRECTION FOR 2.17 KM (1.35 MI) TO A
 TE2109'T-INTERSECTION.  BEAR RIGHT AND GO EASTERLY FOR 1.04 KM (0.65 MI) TO
 TE2109'A LOCKED GATE AT THE WAKOPA STATE GAME MANAGEMENT AREA ON THE LEFT.
 TE2109'THENCE BY ATV, TURN LEFT PASSING THROUGH THE GATE AND GO NORTHERLY ON
 TE2109'A TRACK ROAD FOR 0.80 KM (0.50 MI) TO A LOCKED GATE.  PASS THROUGH
 TE2109'THE GATE AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 1.21 KM
 TE2109'(0.75 MI) TO A GRAVEL PIT.  BEAR LEFT AND FOLLOW A RECENTLY CLEARED
 TE2109'WOODS ROAD IN A NORTHWESTERLY DIRECTION FOR 0.48 KM (0.30 MI) TO A
 TE2109'CLEARED NORTH-SOUTH WOODS ROAD.  TURN RIGHT AND GO NORTH FOR 0.40 KM
 TE2109'(0.25 MI) TO THE BOUNDARY.  TURN RIGHT AND GO EAST FOR 0.16 KM
 TE2109'(0.10 MI) TO THE MONUMENT.
 TE2109'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 1.45 M
 TE2109'(4.8 FT) ABOVE THE TOP OF A 0.6 M (2.0 FT) SQUARE CONCRETE BASE THAT
 TE2109'IS FLUSH WITH THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TE2109'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TE2109'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TE2109'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --719-- IS DRILLED NEAR THE
 TE2109'TOP OF THE EAST SIDE OF THE OBELISK.
 TE2109'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE WEST AND
 TE2109'ABOUT 2 CM TO THE SOUTH.
 TE2109'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM NORTH AND 1 CM EAST OF
 TE2109'THE APEX AND ON THE NORTH FACE OF THE TOP OF THE OBELISK.  THE AREA
 TE2109'AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT
 TE2109'POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE
 TE2109'DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD
 TE2109'FIXED DURING THE REPLUMBING.
 TE2109'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2187 ***********************************************************************
 TE2187  DESIGNATION -  BOUNDARY MON 720 CD US
 TE2187  PID         -  TE2187
 TE2187  STATE/COUNTY-  ND/ROLETTE
 TE2187  USGS QUAD   -  LAKE UPSILON (1968)
 TE2187
 TE2187                         *CURRENT SURVEY CONTROL
 TE2187  ___________________________________________________________________
 TE2187* NAD 83(1996)-  48 59 56.97698(N)    099 46 44.65401(W)     ADJUSTED  
 TE2187* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 TE2187  ___________________________________________________________________
 TE2187  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 TE2187  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TE2187
 TE2187  HORZ ORDER  -  THIRD
 TE2187
 TE2187.The horizontal coordinates were established by classical geodetic methods
 TE2187.and adjusted by the National Geodetic Survey in January 1998..
 TE2187
 TE2187.The orthometric height was scaled from a topographic map.
 TE2187
 TE2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2187
 TE2187.The geoid height was determined by GEOID03.
 TE2187
 TE2187;                    North         East     Units Scale Factor Converg.
 TE2187;SPC ND N     -   222,531.423   652,755.171   MT  1.00006360   +0 32 11.3
 TE2187;SPC ND N     -   730,089.97  2,141,585.21   iFT  1.00006360   +0 32 11.3
 TE2187;UTM  14      - 5,427,654.823   443,016.097   MT  0.99963989   -0 35 16.7
 TE2187
 TE2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2187!SPC ND N     -   0.99991089  x   1.00006360  =   0.99997448
 TE2187!UTM  14      -   0.99991089  x   0.99963989  =   0.99955081
 TE2187
 TE2187:                Primary Azimuth Mark                     Grid Az
 TE2187:SPC ND N     -  BOUNDARY MON 719 CD US                   269 30 49.3
 TE2187:UTM  14      -  BOUNDARY MON 719 CD US                   270 38 17.3
 TE2187
 TE2187|---------------------------------------------------------------------|
 TE2187| PID    Reference Object                     Distance      Geod. Az  |
 TE2187|                                                           dddmmss.s |
 TE2187| TE2109 BOUNDARY MON 719 CD US              APPROX. 2.9 KM 2700300.6 |
 TE2187|---------------------------------------------------------------------|
 TE2187
 TE2187                          SUPERSEDED SURVEY CONTROL
 TE2187
 TE2187  NAD 83(1986)-  48 59 56.97130(N)    099 46 44.63496(W) AD(       ) 3
 TE2187
 TE2187.Superseded values are not recommended for survey control.
 TE2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2187.See file dsdata.txt to determine how the superseded data were derived.
 TE2187
 TE2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4301627655(NAD 83)
 TE2187_MARKER: Z = SEE DESCRIPTION
 TE2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2187+STABILITY: SURFACE MOTION
 TE2187
 TE2187  HISTORY     - Date     Condition        Report By
 TE2187  HISTORY     - 1911     MONUMENTED       IBC
 TE2187  HISTORY     - 1980     GOOD             IBC
 TE2187
 TE2187                          STATION DESCRIPTION
 TE2187
 TE2187'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2187'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2187'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2187'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2187'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2187'
 TE2187'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2187'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2187'---OCTOBER 20, 1818---.
 TE2187'
 TE2187'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2187'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2187'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2187'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2187'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2187'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2187'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2187'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2187'
 TE2187'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2187'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2187'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2187'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2187'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2187'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2187'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2187'AND---CANADA---ON THE WEST SIDE.
 TE2187'
 TE2187'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2187'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2187'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2187'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2187'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2187
 TE2187                          STATION RECOVERY (1980)
 TE2187
 TE2187'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2187'RECOVERED IN GOOD CONDITION IN 1943, 1953, 1963, 1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2188 ***********************************************************************
 TE2188  DESIGNATION -  BOUNDARY MON 721 CD US
 TE2188  PID         -  TE2188
 TE2188  STATE/COUNTY-  ND/ROLETTE
 TE2188  USGS QUAD   -  LAKE UPSILON (1968)
 TE2188
 TE2188                         *CURRENT SURVEY CONTROL
 TE2188  ___________________________________________________________________
 TE2188* NAD 83(1996)-  48 59 57.04770(N)    099 45 24.99880(W)     ADJUSTED  
 TE2188* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 TE2188  ___________________________________________________________________
 TE2188  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 TE2188  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 TE2188
 TE2188  HORZ ORDER  -  THIRD
 TE2188
 TE2188.The horizontal coordinates were established by classical geodetic methods
 TE2188.and adjusted by the National Geodetic Survey in January 1998..
 TE2188
 TE2188.The orthometric height was scaled from a topographic map.
 TE2188
 TE2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2188
 TE2188.The geoid height was determined by GEOID03.
 TE2188
 TE2188;                    North         East     Units Scale Factor Converg.
 TE2188;SPC ND N     -   222,549.000   654,374.239   MT  1.00006360   +0 33 10.6
 TE2188;SPC ND N     -   730,147.64  2,146,897.11   iFT  1.00006360   +0 33 10.6
 TE2188;UTM  14      - 5,427,640.634   444,634.510   MT  0.99963766   -0 34 16.6
 TE2188
 TE2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2188!SPC ND N     -   0.99991262  x   1.00006360  =   0.99997621
 TE2188!UTM  14      -   0.99991262  x   0.99963766  =   0.99955031
 TE2188
 TE2188:                Primary Azimuth Mark                     Grid Az
 TE2188:SPC ND N     -  BANNERMAN S BASE                         337 52 15.3
 TE2188:UTM  14      -  BANNERMAN S BASE                         338 59 42.5
 TE2188
 TE2188|---------------------------------------------------------------------|
 TE2188| PID    Reference Object                     Distance      Geod. Az  |
 TE2188|                                                           dddmmss.s |
 TE2188| TE2117 BANNERMAN S BASE                    APPROX. 1.2 KM 3382525.9 |
 TE2188|---------------------------------------------------------------------|
 TE2188
 TE2188                          SUPERSEDED SURVEY CONTROL
 TE2188
 TE2188  NAD 83(1986)-  48 59 57.04187(N)    099 45 24.98092(W) AD(       ) 3
 TE2188
 TE2188.Superseded values are not recommended for survey control.
 TE2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2188.See file dsdata.txt to determine how the superseded data were derived.
 TE2188
 TE2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4463527641(NAD 83)
 TE2188_MARKER: Z = SEE DESCRIPTION
 TE2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2188+STABILITY: SURFACE MOTION
 TE2188
 TE2188  HISTORY     - Date     Condition        Report By
 TE2188  HISTORY     - 1911     MONUMENTED       IBC
 TE2188  HISTORY     - 1980     GOOD             IBC
 TE2188
 TE2188                          STATION DESCRIPTION
 TE2188
 TE2188'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2188'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2188'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2188'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2188'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2188'
 TE2188'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2188'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2188'---OCTOBER 20, 1818---.
 TE2188'
 TE2188'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2188'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2188'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2188'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2188'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2188'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2188'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2188'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2188'
 TE2188'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2188'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2188'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2188'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2188'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2188'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2188'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2188'AND---CANADA---ON THE WEST SIDE.
 TE2188'
 TE2188'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2188'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2188'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2188'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2188'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2188
 TE2188                          STATION RECOVERY (1980)
 TE2188
 TE2188'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2188'RECOVERED IN GOOD CONDITION IN 1943, 1963, 1970 AND 1980
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1532 ***********************************************************************
 TE1532  DESIGNATION -  BOUNDARY MON 722 CD US
 TE1532  PID         -  TE1532
 TE1532  STATE/COUNTY-  ND/ROLETTE
 TE1532  USGS QUAD   -  SAINT JOHN (1969)
 TE1532
 TE1532                         *CURRENT SURVEY CONTROL
 TE1532  ___________________________________________________________________
 TE1532* NAD 83(1996)-  48 59 57.11660(N)    099 44 08.10521(W)     ADJUSTED  
 TE1532* NAVD 88     -       570.869  (meters)    1872.93   (feet)  ADJUSTED  
 TE1532  ___________________________________________________________________
 TE1532  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 TE1532  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 TE1532  DYNAMIC HT  -         571.016 (meters)    1873.41  (feet)  COMP
 TE1532  MODELED GRAV-     980,848.5   (mgal)                       NAVD 88
 TE1532
 TE1532  HORZ ORDER  -  THIRD
 TE1532  VERT ORDER  -  SECOND    CLASS 0
 TE1532
 TE1532.The horizontal coordinates were established by classical geodetic methods
 TE1532.and adjusted by the National Geodetic Survey in January 1998..
 TE1532
 TE1532.The orthometric height was determined by differential leveling
 TE1532.and adjusted by the National Geodetic Survey in June 1991..
 TE1532
 TE1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1532
 TE1532.The geoid height was determined by GEOID03.
 TE1532
 TE1532.The dynamic height is computed by dividing the NAVD 88
 TE1532.geopotential number by the normal gravity value computed on the
 TE1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1532.degrees latitude (g = 980.6199 gals.).
 TE1532
 TE1532.The modeled gravity was interpolated from observed gravity values.
 TE1532
 TE1532;                    North         East     Units Scale Factor Converg.
 TE1532;SPC ND N     -   222,566.429   655,937.168   MT  1.00006361   +0 34 07.8
 TE1532;SPC ND N     -   730,204.82  2,152,024.83   iFT  1.00006361   +0 34 07.8
 TE1532;UTM  14      - 5,427,627.404   446,196.813   MT  0.99963556   -0 33 18.6
 TE1532
 TE1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1532!SPC ND N     -   0.99991396  x   1.00006361  =   0.99997757
 TE1532!UTM  14      -   0.99991396  x   0.99963556  =   0.99954956
 TE1532
 TE1532:                Primary Azimuth Mark                     Grid Az
 TE1532:SPC ND N     -  BANNERMAN S BASE                         298 08 16.5
 TE1532:UTM  14      -  BANNERMAN S BASE                         299 15 42.9
 TE1532
 TE1532|---------------------------------------------------------------------|
 TE1532| PID    Reference Object                     Distance      Geod. Az  |
 TE1532|                                                           dddmmss.s |
 TE1532| TE2117 BANNERMAN S BASE                    APPROX. 2.3 KM 2984224.3 |
 TE1532|---------------------------------------------------------------------|
 TE1532
 TE1532                          SUPERSEDED SURVEY CONTROL
 TE1532
 TE1532  NAD 83(1986)-  48 59 57.11062(N)    099 44 08.08847(W) AD(       ) 3
 TE1532  NGVD 29 (??/??/92)  570.445  (m)         1871.54   (f) ADJ UNCH    2 0
 TE1532
 TE1532.Superseded values are not recommended for survey control.
 TE1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1532.See file dsdata.txt to determine how the superseded data were derived.
 TE1532
 TE1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4619727627(NAD 83)
 TE1532_MARKER: Z = SEE DESCRIPTION
 TE1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1532+STABILITY: SURFACE MOTION
 TE1532
 TE1532  HISTORY     - Date     Condition        Report By
 TE1532  HISTORY     - 1911     MONUMENTED       IBC
 TE1532  HISTORY     - 1935     GOOD             NGS
 TE1532  HISTORY     - 1980     GOOD             IBC
 TE1532
 TE1532                          STATION DESCRIPTION
 TE1532
 TE1532'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE1532'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE1532'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE1532'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE1532'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE1532'
 TE1532'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE1532'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE1532'---OCTOBER 20, 1818---.
 TE1532'
 TE1532'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE1532'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE1532'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE1532'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE1532'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE1532'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE1532'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE1532'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE1532'
 TE1532'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE1532'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE1532'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE1532'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE1532'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE1532'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE1532'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE1532'AND---CANADA---ON THE WEST SIDE.
 TE1532'
 TE1532'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE1532'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE1532'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE1532'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE1532'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE1532
 TE1532                          STATION RECOVERY (1935)
 TE1532
 TE1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE1532'3.6 MI W FROM ST JOHN INSPECTION STATION.
 TE1532'ABOUT 3.6 MILES WEST ALONG THE INTERNATIONAL BOUNDARY LINE FROM THE
 TE1532'CUSTOMS BUILDING AT THE ST. JOHN INSPECTION STATION, ROLETTE COUNTY.
 TE1532'INTERNATIONAL BOUNDARY COMMISSION MARKER 722.
 TE1532
 TE1532                          STATION RECOVERY (1980)
 TE1532
 TE1532'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE1532'RECOVERED IN GOOD CONDITION IN 1963, 1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2189 ***********************************************************************
 TE2189  DESIGNATION -  BOUNDARY MON 723 A
 TE2189  PID         -  TE2189
 TE2189  STATE/COUNTY-  ND/ROLETTE
 TE2189  USGS QUAD   -  SAINT JOHN (1969)
 TE2189
 TE2189                         *CURRENT SURVEY CONTROL
 TE2189  ___________________________________________________________________
 TE2189* NAD 83(1996)-  48 59 57.37825(N)    099 39 32.77569(W)     ADJUSTED  
 TE2189* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 TE2189  ___________________________________________________________________
 TE2189  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 TE2189  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TE2189
 TE2189  HORZ ORDER  -  THIRD
 TE2189
 TE2189.The horizontal coordinates were established by classical geodetic methods
 TE2189.and adjusted by the National Geodetic Survey in January 1998..
 TE2189
 TE2189.The orthometric height was scaled from a topographic map.
 TE2189
 TE2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2189
 TE2189.The geoid height was determined by GEOID03.
 TE2189
 TE2189;                    North         East     Units Scale Factor Converg.
 TE2189;SPC ND N     -   222,632.854   661,533.431   MT  1.00006363   +0 37 32.7
 TE2189;SPC ND N     -   730,422.75  2,170,385.27   iFT  1.00006363   +0 37 32.7
 TE2189;UTM  14      - 5,427,584.097   451,790.887   MT  0.99962855   -0 29 50.8
 TE2189
 TE2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2189!SPC ND N     -   0.99991657  x   1.00006363  =   0.99998019
 TE2189!UTM  14      -   0.99991657  x   0.99962855  =   0.99954515
 TE2189
 TE2189|---------------------------------------------------------------------|
 TE2189| PID    Reference Object                     Distance      Geod. Az  |
 TE2189|                                                           dddmmss.s |
 TE2189| TE1536 BOUNDARY MON 724 CD US               41.458 METERS 08956     |
 TE2189| TE1534 BOUNDARY MON 723 CD US              APPROX. 2.9 KM 2695558.7 |
 TE2189|---------------------------------------------------------------------|
 TE2189
 TE2189                          SUPERSEDED SURVEY CONTROL
 TE2189
 TE2189  NAD 83(1986)-  48 59 57.37139(N)    099 39 32.76263(W) AD(       ) 3
 TE2189
 TE2189.Superseded values are not recommended for survey control.
 TE2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2189.See file dsdata.txt to determine how the superseded data were derived.
 TE2189
 TE2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5179127584(NAD 83)
 TE2189_MARKER: DU = BOUNDARY MARKER
 TE2189_SETTING: 0 = UNSPECIFIED SETTING
 TE2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE2189
 TE2189  HISTORY     - Date     Condition        Report By
 TE2189  HISTORY     - 1938     MONUMENTED       IBC
 TE2189  HISTORY     - 1980     GOOD             IBC
 TE2189
 TE2189                          STATION DESCRIPTION
 TE2189
 TE2189'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2189'A 3 - INCH CANADA - UNITED STATES BRONZE BOUNDARY DISK ON WHICH THIS
 TE2189'NUMBER IS STAMPED, SET IN THE EAST FACE OF A MONUMENT ERECTED WITH
 TE2189'THE PERMISSION OF THE COMMISSIONERS BY KIWANIS INTERNATIONAL ON THE
 TE2189'STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENTS 723 AND 724.
 TE2189'THE KIWANIS INTERNATIONAL MONUMENT IS OF MASONRY 4 FEET WIDE, 2 FEET
 TE2189'THICK, AND 6 FEET HIGH.  IT RESTS ON A CONCRETE FOUNDATION 3 BY 5 FEET
 TE2189'AND 3-1/2 FEET DEEP.  IN THE EAST FACE OF THE MONUMENT ARE ALSO SET A
 TE2189'BRONZE TABLET 20 INCHES BY 30 INCHES AND A SIMILAR TABLET OF WHITE
 TE2189'MARBLE.  THE BRONZE TABLET BEARS THE SEALS OF BOTH COUNTRIES AND OF
 TE2189'THE KIWANIS CLUBS AND THE INSCRIPTION---THIS UNFORTIFIED BOUNDARY
 TE2189'LINE BETWEEN THE DOMINION OF CANADA AND THE UNITED STATES OF AMERICA
 TE2189'SHOULD QUICKEN THE REMEMBERANCE OF THE MORE THAN A CENTURY OLD
 TE2189'FRIENDSHIP BETWEEN THESE COUNTRIES A LESSON OF PEACE TO ALL NATIONS
 TE2189'ERECTED OCTOBER 23, 1937 KIWANIS INTERNATIONAL---
 TE2189'THE MARBLE TABLET, WHICH IS DIRECTLY ABOVE THE BRONZE TABLET, IS
 TE2189'INSCRIBED---ERECTED BY NEBRASKA - IOWA DISTRICT OF KIWANIS
 TE2189'INTERNATIONAL---THIS MONUMENT AND MONUMENT 724, WHICH ARE ON OPPOSITE
 TE2189'SIDES OF THE PUBLIC ROAD, TOGETHER MARK THE BOUNDARY CROSSING OF THE
 TE2189'HIGHWAY LEADING SOUTH FROM LENA, MANITOBA, TO ST JOHN, NORTH DAKOTA.
 TE2189
 TE2189                          STATION RECOVERY (1980)
 TE2189
 TE2189'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2189'RECOVERED IN GOOD CONDITION IN 1941, 1956, 1963, 1964, 1965, 1966,
 TE2189'1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1534 ***********************************************************************
 TE1534  DESIGNATION -  BOUNDARY MON 723 CD US
 TE1534  PID         -  TE1534
 TE1534  STATE/COUNTY-  ND/ROLETTE
 TE1534  USGS QUAD   -  SAINT JOHN (1969)
 TE1534
 TE1534                         *CURRENT SURVEY CONTROL
 TE1534  ___________________________________________________________________
 TE1534* NAD 83(1996)-  48 59 57.24442(N)    099 41 54.99416(W)     ADJUSTED  
 TE1534* NAVD 88     -       564.874  (meters)    1853.26   (feet)  ADJUSTED  
 TE1534  ___________________________________________________________________
 TE1534  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 TE1534  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 TE1534  DYNAMIC HT  -         565.019 (meters)    1853.73  (feet)  COMP
 TE1534  MODELED GRAV-     980,847.9   (mgal)                       NAVD 88
 TE1534
 TE1534  HORZ ORDER  -  THIRD
 TE1534  VERT ORDER  -  SECOND    CLASS 0
 TE1534
 TE1534.The horizontal coordinates were established by classical geodetic methods
 TE1534.and adjusted by the National Geodetic Survey in January 1998..
 TE1534
 TE1534.The orthometric height was determined by differential leveling
 TE1534.and adjusted by the National Geodetic Survey in June 1991..
 TE1534
 TE1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1534
 TE1534.The geoid height was determined by GEOID03.
 TE1534
 TE1534.The dynamic height is computed by dividing the NAVD 88
 TE1534.geopotential number by the normal gravity value computed on the
 TE1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1534.degrees latitude (g = 980.6199 gals.).
 TE1534
 TE1534.The modeled gravity was interpolated from observed gravity values.
 TE1534
 TE1534;                    North         East     Units Scale Factor Converg.
 TE1534;SPC ND N     -   222,597.890   658,642.751   MT  1.00006362   +0 35 46.8
 TE1534;SPC ND N     -   730,308.04  2,160,901.41   iFT  1.00006362   +0 35 46.8
 TE1534;UTM  14      - 5,427,605.804   448,901.330   MT  0.99963208   -0 31 38.1
 TE1534
 TE1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1534!SPC ND N     -   0.99991492  x   1.00006362  =   0.99997853
 TE1534!UTM  14      -   0.99991492  x   0.99963208  =   0.99954703
 TE1534
 TE1534:                Primary Azimuth Mark                     Grid Az
 TE1534:SPC ND N     -  BOUNDARY MON 722 CD US                   269 20 02.4
 TE1534:UTM  14      -  BOUNDARY MON 722 CD US                   270 27 27.3
 TE1534
 TE1534|---------------------------------------------------------------------|
 TE1534| PID    Reference Object                     Distance      Geod. Az  |
 TE1534|                                                           dddmmss.s |
 TE1534| TE1532 BOUNDARY MON 722 CD US              APPROX. 2.7 KM 2695549.2 |
 TE1534|---------------------------------------------------------------------|
 TE1534
 TE1534                          SUPERSEDED SURVEY CONTROL
 TE1534
 TE1534  NAD 83(1986)-  48 59 57.23802(N)    099 41 54.98142(W) AD(       ) 3
 TE1534  NGVD 29 (??/??/92)  564.450  (m)         1851.87   (f) ADJ UNCH    2 0
 TE1534
 TE1534.Superseded values are not recommended for survey control.
 TE1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1534.See file dsdata.txt to determine how the superseded data were derived.
 TE1534
 TE1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4890127606(NAD 83)
 TE1534_MARKER: Z = SEE DESCRIPTION
 TE1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1534+STABILITY: SURFACE MOTION
 TE1534
 TE1534  HISTORY     - Date     Condition        Report By
 TE1534  HISTORY     - 1911     MONUMENTED       IBC
 TE1534  HISTORY     - 1935     GOOD             NGS
 TE1534  HISTORY     - 1980     GOOD             IBC
 TE1534
 TE1534                          STATION DESCRIPTION
 TE1534
 TE1534'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE1534'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE1534'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE1534'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE1534'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE1534'
 TE1534'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE1534'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE1534'---OCTOBER 20, 1818---.
 TE1534'
 TE1534'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE1534'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE1534'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE1534'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE1534'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE1534'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE1534'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE1534'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE1534'
 TE1534'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE1534'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE1534'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE1534'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE1534'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE1534'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE1534'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE1534'AND---CANADA---ON THE WEST SIDE.
 TE1534'
 TE1534'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE1534'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE1534'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE1534'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE1534'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE1534
 TE1534                          STATION RECOVERY (1935)
 TE1534
 TE1534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE1534'1.9 MI W FROM ST JOHN INSPECTION STA.
 TE1534'ABOUT 1.9 MILES WEST ALONG THE INTERNATIONAL BOUNDARY LINE FROM THE
 TE1534'CUSTOMS BUILDING AT THE ST. JOHN INSPECTION STATION, ROLETTE COUNTY.
 TE1534'INTERNATIONAL BOUNDARY COMMISSION MARKER 723.
 TE1534
 TE1534                          STATION RECOVERY (1980)
 TE1534
 TE1534'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE1534'RECOVERED IN GOOD CONDITION IN 1938, 1963, 1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1536 ***********************************************************************
 TE1536  DESIGNATION -  BOUNDARY MON 724 CD US
 TE1536  PID         -  TE1536
 TE1536  STATE/COUNTY-  ND/ROLETTE
 TE1536  USGS QUAD   -  SAINT JOHN (1969)
 TE1536
 TE1536                         *CURRENT SURVEY CONTROL
 TE1536  ___________________________________________________________________
 TE1536* NAD 83(1996)-  48 59 57.37981(N)    099 39 30.73602(W)     ADJUSTED  
 TE1536* NAVD 88     -       557.312  (meters)    1828.45   (feet)  ADJUSTED  
 TE1536  ___________________________________________________________________
 TE1536  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 TE1536  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TE1536  DYNAMIC HT  -         557.455 (meters)    1828.92  (feet)  COMP
 TE1536  MODELED GRAV-     980,847.8   (mgal)                       NAVD 88
 TE1536
 TE1536  HORZ ORDER  -  THIRD
 TE1536  VERT ORDER  -  SECOND    CLASS 0
 TE1536
 TE1536.The horizontal coordinates were established by classical geodetic methods
 TE1536.and adjusted by the National Geodetic Survey in January 1998..
 TE1536
 TE1536.The orthometric height was determined by differential leveling
 TE1536.and adjusted by the National Geodetic Survey in June 1991..
 TE1536
 TE1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1536
 TE1536.The geoid height was determined by GEOID03.
 TE1536
 TE1536.The dynamic height is computed by dividing the NAVD 88
 TE1536.geopotential number by the normal gravity value computed on the
 TE1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1536.degrees latitude (g = 980.6199 gals.).
 TE1536
 TE1536.The modeled gravity was interpolated from observed gravity values.
 TE1536
 TE1536;                    North         East     Units Scale Factor Converg.
 TE1536;SPC ND N     -   222,633.355   661,574.889   MT  1.00006363   +0 37 34.2
 TE1536;SPC ND N     -   730,424.39  2,170,521.29   iFT  1.00006363   +0 37 34.2
 TE1536;UTM  14      - 5,427,583.786   451,832.328   MT  0.99962850   -0 29 49.2
 TE1536
 TE1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1536!SPC ND N     -   0.99991612  x   1.00006363  =   0.99997974
 TE1536!UTM  14      -   0.99991612  x   0.99962850  =   0.99954465
 TE1536
 TE1536:                Primary Azimuth Mark                     Grid Az
 TE1536:SPC ND N     -  BOUNDARY MON 723 CD US                   269 18 26.0
 TE1536:UTM  14      -  BOUNDARY MON 723 CD US                   270 25 49.4
 TE1536
 TE1536|---------------------------------------------------------------------|
 TE1536| PID    Reference Object                     Distance      Geod. Az  |
 TE1536|                                                           dddmmss.s |
 TE1536| TE1534 BOUNDARY MON 723 CD US              APPROX. 2.9 KM 2695600.2 |
 TE1536|---------------------------------------------------------------------|
 TE1536
 TE1536                          SUPERSEDED SURVEY CONTROL
 TE1536
 TE1536  NAD 83(1986)-  48 59 57.37295(N)    099 39 30.71885(W) AD(       ) 3
 TE1536  NGVD 29 (??/??/92)  556.888  (m)         1827.06   (f) ADJ UNCH    2 0
 TE1536
 TE1536.Superseded values are not recommended for survey control.
 TE1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1536.See file dsdata.txt to determine how the superseded data were derived.
 TE1536
 TE1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5183227584(NAD 83)
 TE1536_MARKER: Z = SEE DESCRIPTION
 TE1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1536+STABILITY: SURFACE MOTION
 TE1536
 TE1536  HISTORY     - Date     Condition        Report By
 TE1536  HISTORY     - 1911     MONUMENTED       IBC
 TE1536  HISTORY     - 1935     GOOD             NGS
 TE1536  HISTORY     - 1980     GOOD             IBC
 TE1536
 TE1536                          STATION DESCRIPTION
 TE1536
 TE1536'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE1536'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE1536'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE1536'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE1536'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE1536'
 TE1536'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE1536'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE1536'---OCTOBER 20, 1818---.
 TE1536'
 TE1536'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE1536'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE1536'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE1536'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE1536'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE1536'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE1536'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE1536'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE1536'
 TE1536'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE1536'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE1536'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE1536'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE1536'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE1536'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE1536'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE1536'AND---CANADA---ON THE WEST SIDE.
 TE1536'
 TE1536'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE1536'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE1536'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE1536'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE1536'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE1536
 TE1536                          STATION RECOVERY (1935)
 TE1536
 TE1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE1536'IN ST JOHN INSPECTION STA.
 TE1536'AT THE ST. JOHN INSPECTION STATION, ROLETTE COUNTY, AT THE CUSTOMS
 TE1536'BUILDING, AND ABOUT 60 YARDS NORTHEAST OF BENCH MARK J 175 1935.
 TE1536'INTERNATIONAL BOUNDARY COMMISSION MARKER 724.
 TE1536
 TE1536                          STATION RECOVERY (1980)
 TE1536
 TE1536'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE1536'RECOVERED IN GOOD CONDITION IN 1938, 1941, 1956, 1964, 1965, 1966,
 TE1536'1970 AND 1980.  REBUILT TOP HALF OF BASE IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2190 ***********************************************************************
 TE2190  DESIGNATION -  BOUNDARY MON 725 CD US
 TE2190  PID         -  TE2190
 TE2190  STATE/COUNTY-  ND/ROLETTE
 TE2190  USGS QUAD   -  ROLLA NE (1969)
 TE2190
 TE2190                         *CURRENT SURVEY CONTROL
 TE2190  ___________________________________________________________________
 TE2190* NAD 83(1996)-  48 59 57.50812(N)    099 37 06.37616(W)     ADJUSTED  
 TE2190* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 TE2190  ___________________________________________________________________
 TE2190  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 TE2190  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 TE2190
 TE2190  HORZ ORDER  -  THIRD
 TE2190
 TE2190.The horizontal coordinates were established by classical geodetic methods
 TE2190.and adjusted by the National Geodetic Survey in January 1998..
 TE2190
 TE2190.The orthometric height was scaled from a topographic map.
 TE2190
 TE2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2190
 TE2190.The geoid height was determined by GEOID03.
 TE2190
 TE2190;                    North         East     Units Scale Factor Converg.
 TE2190;SPC ND N     -   222,670.151   664,509.075   MT  1.00006364   +0 39 21.6
 TE2190;SPC ND N     -   730,545.11  2,180,147.88   iFT  1.00006364   +0 39 21.6
 TE2190;UTM  14      - 5,427,563.079   454,765.391   MT  0.99962514   -0 28 00.3
 TE2190
 TE2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2190!SPC ND N     -   0.99991658  x   1.00006364  =   0.99998022
 TE2190!UTM  14      -   0.99991658  x   0.99962514  =   0.99954175
 TE2190
 TE2190:                Primary Azimuth Mark                     Grid Az
 TE2190:SPC ND N     -  BOUNDARY MON 724 CD US                   269 16 54.2
 TE2190:UTM  14      -  BOUNDARY MON 724 CD US                   270 24 16.1
 TE2190
 TE2190|---------------------------------------------------------------------|
 TE2190| PID    Reference Object                     Distance      Geod. Az  |
 TE2190|                                                           dddmmss.s |
 TE2190| TE1536 BOUNDARY MON 724 CD US              APPROX. 2.9 KM 2695615.8 |
 TE2190|---------------------------------------------------------------------|
 TE2190
 TE2190                          SUPERSEDED SURVEY CONTROL
 TE2190
 TE2190  NAD 83(1986)-  48 59 57.50087(N)    099 37 06.35881(W) AD(       ) 3
 TE2190
 TE2190.Superseded values are not recommended for survey control.
 TE2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2190.See file dsdata.txt to determine how the superseded data were derived.
 TE2190
 TE2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5476527563(NAD 83)
 TE2190_MARKER: Z = SEE DESCRIPTION
 TE2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2190+STABILITY: SURFACE MOTION
 TE2190
 TE2190  HISTORY     - Date     Condition        Report By
 TE2190  HISTORY     - 1911     MONUMENTED       IBC
 TE2190  HISTORY     - 1980     GOOD             IBC
 TE2190
 TE2190                          STATION DESCRIPTION
 TE2190
 TE2190'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2190'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2190'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2190'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2190'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2190'
 TE2190'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2190'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2190'---OCTOBER 20, 1818---.
 TE2190'
 TE2190'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2190'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2190'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2190'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2190'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2190'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2190'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2190'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2190'
 TE2190'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2190'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2190'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2190'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2190'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2190'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2190'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2190'AND---CANADA---ON THE WEST SIDE.
 TE2190'
 TE2190'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2190'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2190'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2190'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2190'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2190
 TE2190                          STATION RECOVERY (1980)
 TE2190
 TE2190'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (OL)
 TE2190'RECOVERED IN GOOD CONDITION IN 1963, 1970 AND 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2191 ***********************************************************************
 TE2191  DESIGNATION -  BOUNDARY MON 726 CD US
 TE2191  PID         -  TE2191
 TE2191  STATE/COUNTY-  ND/ROLETTE
 TE2191  USGS QUAD   -  ROLLA NE (1969)
 TE2191
 TE2191                         *CURRENT SURVEY CONTROL
 TE2191  ___________________________________________________________________
 TE2191* NAD 83(1996)-  48 59 57.61746(N)    099 35 07.85142(W)     ADJUSTED  
 TE2191* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 TE2191  ___________________________________________________________________
 TE2191  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 TE2191  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 TE2191
 TE2191  HORZ ORDER  -  THIRD
 TE2191
 TE2191.The horizontal coordinates were established by classical geodetic methods
 TE2191.and adjusted by the National Geodetic Survey in January 1998..
 TE2191
 TE2191.The orthometric height was scaled from a topographic map.
 TE2191
 TE2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2191
 TE2191.The geoid height was determined by GEOID03.
 TE2191
 TE2191;                    North         East     Units Scale Factor Converg.
 TE2191;SPC ND N     -   222,701.627   666,918.132   MT  1.00006365   +0 40 49.8
 TE2191;SPC ND N     -   730,648.38  2,188,051.61   iFT  1.00006365   +0 40 49.8
 TE2191;UTM  14      - 5,427,547.360   457,173.542   MT  0.99962253   -0 26 30.8
 TE2191
 TE2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2191!SPC ND N     -   0.99991754  x   1.00006365  =   0.99998118
 TE2191!UTM  14      -   0.99991754  x   0.99962253  =   0.99954010
 TE2191
 TE2191:                Primary Azimuth Mark                     Grid Az
 TE2191:SPC ND N     -  BOUNDARY MON 725 CD US                   269 15 05.7
 TE2191:UTM  14      -  BOUNDARY MON 725 CD US                   270 22 26.3
 TE2191
 TE2191|---------------------------------------------------------------------|
 TE2191| PID    Reference Object                     Distance      Geod. Az  |
 TE2191|                                                           dddmmss.s |
 TE2191| TE2190 BOUNDARY MON 725 CD US              APPROX. 2.4 KM 2695555.5 |
 TE2191|---------------------------------------------------------------------|
 TE2191
 TE2191                          SUPERSEDED SURVEY CONTROL
 TE2191
 TE2191  NAD 83(1986)-  48 59 57.61008(N)    099 35 07.83395(W) AD(       ) 3
 TE2191
 TE2191.Superseded values are not recommended for survey control.
 TE2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2191.See file dsdata.txt to determine how the superseded data were derived.
 TE2191
 TE2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5717427547(NAD 83)
 TE2191_MARKER: Z = SEE DESCRIPTION
 TE2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2191+STABILITY: SURFACE MOTION
 TE2191
 TE2191  HISTORY     - Date     Condition        Report By
 TE2191  HISTORY     - 1911     MONUMENTED       IBC
 TE2191
 TE2191                          STATION DESCRIPTION
 TE2191
 TE2191'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2191'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2191'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2191'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2191'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2191'
 TE2191'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2191'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2191'---OCTOBER 20, 1818---.
 TE2191'
 TE2191'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2191'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2191'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2191'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2191'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2191'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2191'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2191'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2191'
 TE2191'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2191'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2191'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2191'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2191'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2191'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2191'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2191'AND---CANADA---ON THE WEST SIDE.
 TE2191'
 TE2191'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2191'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2191'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2191'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2191'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2192 ***********************************************************************
 TE2192  DESIGNATION -  BOUNDARY MON 727 CD US
 TE2192  PID         -  TE2192
 TE2192  STATE/COUNTY-  ND/ROLETTE
 TE2192  USGS QUAD   -  ROLLA NE (1969)
 TE2192
 TE2192                         *CURRENT SURVEY CONTROL
 TE2192  ___________________________________________________________________
 TE2192* NAD 83(1996)-  48 59 57.70082(N)    099 33 38.45869(W)     ADJUSTED  
 TE2192* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 TE2192  ___________________________________________________________________
 TE2192  LAPLACE CORR-          -7.93  (seconds)                    DEFLEC99
 TE2192  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TE2192
 TE2192  HORZ ORDER  -  THIRD
 TE2192
 TE2192.The horizontal coordinates were established by classical geodetic methods
 TE2192.and adjusted by the National Geodetic Survey in January 1998..
 TE2192
 TE2192.The orthometric height was scaled from a topographic map.
 TE2192
 TE2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2192
 TE2192.The geoid height was determined by GEOID03.
 TE2192
 TE2192;                    North         East     Units Scale Factor Converg.
 TE2192;SPC ND N     -   222,726.077   668,735.061   MT  1.00006365   +0 41 56.3
 TE2192;SPC ND N     -   730,728.60  2,194,012.67   iFT  1.00006365   +0 41 56.3
 TE2192;UTM  14      - 5,427,536.224   458,989.798   MT  0.99962066   -0 25 23.4
 TE2192
 TE2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2192!SPC ND N     -   0.99991864  x   1.00006365  =   0.99998229
 TE2192!UTM  14      -   0.99991864  x   0.99962066  =   0.99953933
 TE2192
 TE2192:                Primary Azimuth Mark                     Grid Az
 TE2192:SPC ND N     -  BOUNDARY MON 726 CD US                   269 13 45.1
 TE2192:UTM  14      -  BOUNDARY MON 726 CD US                   270 21 04.8
 TE2192
 TE2192|---------------------------------------------------------------------|
 TE2192| PID    Reference Object                     Distance      Geod. Az  |
 TE2192|                                                           dddmmss.s |
 TE2192| TE2191 BOUNDARY MON 726 CD US              APPROX. 1.8 KM 2695541.4 |
 TE2192|---------------------------------------------------------------------|
 TE2192
 TE2192                          SUPERSEDED SURVEY CONTROL
 TE2192
 TE2192  NAD 83(1986)-  48 59 57.69356(N)    099 33 38.44112(W) AD(       ) 3
 TE2192
 TE2192.Superseded values are not recommended for survey control.
 TE2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2192.See file dsdata.txt to determine how the superseded data were derived.
 TE2192
 TE2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5899027536(NAD 83)
 TE2192_MARKER: Z = SEE DESCRIPTION
 TE2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2192_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2192+STABILITY: SURFACE MOTION
 TE2192
 TE2192  HISTORY     - Date     Condition        Report By
 TE2192  HISTORY     - 1911     MONUMENTED       IBC
 TE2192
 TE2192                          STATION DESCRIPTION
 TE2192
 TE2192'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2192'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2192'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2192'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2192'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2192'
 TE2192'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2192'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2192'---OCTOBER 20, 1818---.
 TE2192'
 TE2192'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2192'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2192'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2192'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2192'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2192'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2192'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2192'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2192'
 TE2192'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2192'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2192'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2192'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2192'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2192'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2192'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2192'AND---CANADA---ON THE WEST SIDE.
 TE2192'
 TE2192'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2192'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2192'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2192'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2192'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2193 ***********************************************************************
 TE2193  DESIGNATION -  BOUNDARY MON 728 CD US
 TE2193  PID         -  TE2193
 TE2193  STATE/COUNTY-  ND/ROLETTE
 TE2193  USGS QUAD   -  ROLLA NE (1969)
 TE2193
 TE2193                         *CURRENT SURVEY CONTROL
 TE2193  ___________________________________________________________________
 TE2193* NAD 83(1996)-  48 59 57.76883(N)    099 32 26.52901(W)     ADJUSTED  
 TE2193* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 TE2193  ___________________________________________________________________
 TE2193  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 TE2193  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TE2193
 TE2193  HORZ ORDER  -  THIRD
 TE2193
 TE2193.The horizontal coordinates were established by classical geodetic methods
 TE2193.and adjusted by the National Geodetic Survey in January 1998..
 TE2193
 TE2193.The orthometric height was scaled from a topographic map.
 TE2193
 TE2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2193
 TE2193.The geoid height was determined by GEOID03.
 TE2193
 TE2193;                    North         East     Units Scale Factor Converg.
 TE2193;SPC ND N     -   222,746.204   670,197.042   MT  1.00006366   +0 42 49.8
 TE2193;SPC ND N     -   730,794.63  2,198,809.19   iFT  1.00006366   +0 42 49.8
 TE2193;UTM  14      - 5,427,527.722   460,451.244   MT  0.99961921   -0 24 29.1
 TE2193
 TE2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2193!SPC ND N     -   0.99991975  x   1.00006366  =   0.99998340
 TE2193!UTM  14      -   0.99991975  x   0.99961921  =   0.99953899
 TE2193
 TE2193:                Primary Azimuth Mark                     Grid Az
 TE2193:SPC ND N     -  PRISE                                    225 48 35.5
 TE2193:UTM  14      -  PRISE                                    226 55 54.4
 TE2193
 TE2193|---------------------------------------------------------------------|
 TE2193| PID    Reference Object                     Distance      Geod. Az  |
 TE2193|                                                           dddmmss.s |
 TE2193| TE2272 PRISE                               APPROX. 3.3 KM 2263125.3 |
 TE2193| TE2124 CENTER XXIII                          2.904 METERS 31753     |
 TE2193|---------------------------------------------------------------------|
 TE2193
 TE2193                          SUPERSEDED SURVEY CONTROL
 TE2193
 TE2193  NAD 83(1986)-  48 59 57.76186(N)    099 32 26.51139(W) AD(       ) 3
 TE2193
 TE2193.Superseded values are not recommended for survey control.
 TE2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2193.See file dsdata.txt to determine how the superseded data were derived.
 TE2193
 TE2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6045127528(NAD 83)
 TE2193_MARKER: Z = SEE DESCRIPTION
 TE2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2193+STABILITY: SURFACE MOTION
 TE2193
 TE2193  HISTORY     - Date     Condition        Report By
 TE2193  HISTORY     - 1911     MONUMENTED       IBC
 TE2193
 TE2193                          STATION DESCRIPTION
 TE2193
 TE2193'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2193'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2193'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2193'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2193'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2193'
 TE2193'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2193'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2193'---OCTOBER 20, 1818---.
 TE2193'
 TE2193'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2193'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2193'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2193'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2193'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2193'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2193'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2193'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2193'
 TE2193'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2193'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2193'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2193'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2193'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2193'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2193'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2193'AND---CANADA---ON THE WEST SIDE.
 TE2193'
 TE2193'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2193'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2193'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2193'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2193'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2110 ***********************************************************************
 TE2110  DESIGNATION -  BOUNDARY MON 729 CD US
 TE2110  PID         -  TE2110
 TE2110  STATE/COUNTY-  ND/TOWNER
 TE2110  USGS QUAD   -  ROLLA NE (1969)
 TE2110
 TE2110                         *CURRENT SURVEY CONTROL
 TE2110  ___________________________________________________________________
 TE2110* NAD 83(1996)-  48 59 57.87688(N)    099 30 34.62540(W)     ADJUSTED  
 TE2110* NAVD 88     -       519.4    (meters)    1704.     (feet)  GPS OBS   
 TE2110  ___________________________________________________________________
 TE2110  X           -    -692,707.518 (meters)                     COMP
 TE2110  Y           -  -4,135,192.422 (meters)                     COMP
 TE2110  Z           -   4,790,890.828 (meters)                     COMP
 TE2110  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 TE2110  ELLIP HEIGHT-         497.03  (meters)          (04/10/03) GPS OBS
 TE2110  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 TE2110
 TE2110  HORZ ORDER  -  B
 TE2110  ELLP ORDER  -  FOURTH    CLASS I
 TE2110
 TE2110.The horizontal coordinates were established by GPS observations
 TE2110.and adjusted by the National Geodetic Survey in August 1997..
 TE2110
 TE2110.The orthometric height was determined by GPS observations and a
 TE2110.high-resolution geoid model.
 TE2110
 TE2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE2110
 TE2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2110
 TE2110.The ellipsoidal height was determined by GPS observations
 TE2110.and is referenced to NAD 83.
 TE2110
 TE2110.The geoid height was determined by GEOID03.
 TE2110
 TE2110;                    North         East     Units Scale Factor Converg.
 TE2110;SPC ND N     -   222,778.340   672,471.486   MT  1.00006367   +0 44 13.1
 TE2110;SPC ND N     -   730,900.07  2,206,271.28   iFT  1.00006367   +0 44 13.1
 TE2110;UTM  14      - 5,427,515.331   462,724.868   MT  0.99961707   -0 23 04.6
 TE2110
 TE2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2110!SPC ND N     -   0.99992211  x   1.00006367  =   0.99998578
 TE2110!UTM  14      -   0.99992211  x   0.99961707  =   0.99953921
 TE2110
 TE2110:                Primary Azimuth Mark                     Grid Az
 TE2110:SPC ND N     -  BOUNDARY MON 728 CD US                   269 11 26.4
 TE2110:UTM  14      -  BOUNDARY MON 728 CD US                   270 18 44.1
 TE2110
 TE2110|---------------------------------------------------------------------|
 TE2110| PID    Reference Object                     Distance      Geod. Az  |
 TE2110|                                                           dddmmss.s |
 TE2110| TE2193 BOUNDARY MON 728 CD US              APPROX. 2.3 KM 2695539.5 |
 TE2110|---------------------------------------------------------------------|
 TE2110
 TE2110                          SUPERSEDED SURVEY CONTROL
 TE2110
 TE2110  ELLIP H (08/29/97)  497.06   (m)                       GP(       ) 3 2
 TE2110  NAD 83(1986)-  48 59 57.87060(N)    099 30 34.60781(W) AD(       ) 1
 TE2110  NGVD 29 (08/25/89)  518.9    (m)         1702.     (f) GPS OBS        
 TE2110
 TE2110.Superseded values are not recommended for survey control.
 TE2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2110.See file dsdata.txt to determine how the superseded data were derived.
 TE2110
 TE2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6272527515(NAD 83)
 TE2110_MARKER: DU = BOUNDARY MARKER
 TE2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2110_STAMPING: 729 IS DRILLED IN THE EAST SIDE OF THE POST
 TE2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2110+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1996
 TE2110
 TE2110  HISTORY     - Date     Condition        Report By
 TE2110  HISTORY     - 1911     MONUMENTED       IBC
 TE2110  HISTORY     - 1911     GOOD             IBC
 TE2110  HISTORY     - 19880919 SEE DESCRIPTION  NGS
 TE2110  HISTORY     - 19961003 GOOD             NGS
 TE2110
 TE2110                          STATION DESCRIPTION
 TE2110
 TE2110'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2110'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2110'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2110'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2110'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2110'
 TE2110'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2110'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2110'---OCTOBER 20, 1818---.
 TE2110'
 TE2110'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2110'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2110'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2110'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2110'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2110'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2110'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2110'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2110'
 TE2110'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2110'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2110'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2110'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2110'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2110'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2110'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2110'AND---CANADA---ON THE WEST SIDE.
 TE2110'
 TE2110'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2110'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2110'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2110'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2110'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2110
 TE2110                          STATION RECOVERY (1911)
 TE2110
 TE2110'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TE2110'RECOVERED IN GOOD CONDITION.
 TE2110
 TE2110                          STATION RECOVERY (1988)
 TE2110
 TE2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE2110'THE MONUMENT IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHEAST OF ROLLA
 TE2110'AND ABOUT 10.86 KM (6.75 MI) EAST OF THE ST. JOHN, NORTH DAKOTA -
 TE2110'LENA, MANITOBA BORDER CROSSING.
 TE2110'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS AT THE ST. JOHN - LENA
 TE2110'BORDER CROSSING, GO NORTH ON MANITOBA PROVINICIAL HIGHWAY 18 FOR 1.77
 TE2110'KM (1.10 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 TE2110'GRAVEL ROAD FOR 8.37 KM (5.20 MI) TO A GRAVEL ROAD ON THE LEFT AND A
 TE2110'TRACK FIELD ROAD ON THE RIGHT.  CONTINUE EAST ON THE GRAVEL ROAD FOR
 TE2110'3.30 KM (2.05 MI) TO A TRACK FIELD ROAD ON THE LEFT AND RIGHT.  TURN
 TE2110'RIGHT AND GO SOUTH ON THE TRACK FIELD ROAD ON THE LEFT AND RIGHT.
 TE2110'TURN RIGHT AND GO SOUTH ON THE TRACK FIELD ROAD FOR 1.77 KM (1.10 MI)
 TE2110'TO THE BOUNDARY.  TURN RIGHT AND GO WEST ALONG THE BOUNDARY FOR 0.40
 TE2110'KM (0.25 MI) TO THE MONUMENT.
 TE2110'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.29 M
 TE2110'(4.2 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TE2110'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TE2110'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TE2110'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --729-- IS DRILLED NEAR THE
 TE2110'TOP OF THE EAST SIDE OF THE OBELISK.
 TE2110'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CM TO THE SOUTH.
 TE2110'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM NORTH AND 1 CM EAST OF
 TE2110'THE APEX AND ON THE NORTH FACE OF THE TOP OF THE OBELISK.  THE AREA
 TE2110'AROUND THE PUNCH MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT
 TE2110'POSITIONS REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE
 TE2110'DATE BY THE IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD
 TE2110'FIXED DURING THE REPLUMBING.
 TE2110'TYPED BY E.A.R.
 TE2110
 TE2110                          STATION RECOVERY (1996)
 TE2110
 TE2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 TE2110'RECOVERED AS DESCRIBED.  ADD -- TURN RIGHT, SOUTH, ON A TRACK ROAD FOR
 TE2110'0.32 KM (0.20 MI) TO A TRACK ROAD RIGHT.  CONTINUE AHEAD, SOUTH, ON A
 TE2110'TRAIL ROAD FOR 1.28 KM (0.80 MI) TO THE END OF THE TRAIL ROAD AND A
 TE2110'TRAIL ROAD RIGHT.  TURN RIGHT, WEST, ON THE TRAIL ROAD FOR 0.4 KM
 TE2110'(0.25 MI) TO THE STATION.  NOTE -- DURING WET WEATHER THIS STATION
 TE2110'SHOULD BE DRIVEN TO IN A FOUR-WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2194 ***********************************************************************
 TE2194  DESIGNATION -  BOUNDARY MON 730 CD US
 TE2194  PID         -  TE2194
 TE2194  STATE/COUNTY-  ND/TOWNER
 TE2194  USGS QUAD   -  HANSBORO (1969)
 TE2194
 TE2194                         *CURRENT SURVEY CONTROL
 TE2194  ___________________________________________________________________
 TE2194* NAD 83(1996)-  48 59 57.97602(N)    099 28 53.13836(W)     ADJUSTED  
 TE2194* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 TE2194  ___________________________________________________________________
 TE2194  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 TE2194  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TE2194
 TE2194  HORZ ORDER  -  THIRD
 TE2194
 TE2194.The horizontal coordinates were established by classical geodetic methods
 TE2194.and adjusted by the National Geodetic Survey in January 1998..
 TE2194
 TE2194.The orthometric height was scaled from a topographic map.
 TE2194
 TE2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2194
 TE2194.The geoid height was determined by GEOID03.
 TE2194
 TE2194;                    North         East     Units Scale Factor Converg.
 TE2194;SPC ND N     -   222,808.314   674,534.200   MT  1.00006368   +0 45 28.6
 TE2194;SPC ND N     -   730,998.41  2,213,038.71   iFT  1.00006368   +0 45 28.6
 TE2194;UTM  14      - 5,427,504.933   464,786.851   MT  0.99961523   -0 21 48.0
 TE2194
 TE2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2194!SPC ND N     -   0.99992463  x   1.00006368  =   0.99998830
 TE2194!UTM  14      -   0.99992463  x   0.99961523  =   0.99953989
 TE2194
 TE2194:                Primary Azimuth Mark                     Grid Az
 TE2194:SPC ND N     -  BOUNDARY MON 729 CD US                   269 10 03.5
 TE2194:UTM  14      -  BOUNDARY MON 729 CD US                   270 17 20.1
 TE2194
 TE2194|---------------------------------------------------------------------|
 TE2194| PID    Reference Object                     Distance      Geod. Az  |
 TE2194|                                                           dddmmss.s |
 TE2194| TE2110 BOUNDARY MON 729 CD US              APPROX. 2.1 KM 2695532.1 |
 TE2194|---------------------------------------------------------------------|
 TE2194
 TE2194                          SUPERSEDED SURVEY CONTROL
 TE2194
 TE2194  NAD 83(1986)-  48 59 57.97229(N)    099 28 53.11944(W) AD(       ) 3
 TE2194
 TE2194.Superseded values are not recommended for survey control.
 TE2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2194.See file dsdata.txt to determine how the superseded data were derived.
 TE2194
 TE2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6478727505(NAD 83)
 TE2194_MARKER: Z = SEE DESCRIPTION
 TE2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2194+STABILITY: SURFACE MOTION
 TE2194
 TE2194  HISTORY     - Date     Condition        Report By
 TE2194  HISTORY     - 1911     MONUMENTED       IBC
 TE2194
 TE2194                          STATION DESCRIPTION
 TE2194
 TE2194'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2194'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2194'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2194'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2194'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2194'
 TE2194'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2194'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2194'---OCTOBER 20, 1818---.
 TE2194'
 TE2194'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2194'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2194'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2194'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2194'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2194'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2194'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2194'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2194'
 TE2194'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2194'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2194'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2194'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2194'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2194'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2194'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2194'AND---CANADA---ON THE WEST SIDE.
 TE2194'
 TE2194'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2194'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2194'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2194'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2194'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2195 ***********************************************************************
 TE2195  DESIGNATION -  BOUNDARY MON 731 CD US
 TE2195  PID         -  TE2195
 TE2195  STATE/COUNTY-  ND/TOWNER
 TE2195  USGS QUAD   -  HANSBORO (1969)
 TE2195
 TE2195                         *CURRENT SURVEY CONTROL
 TE2195  ___________________________________________________________________
 TE2195* NAD 83(1996)-  48 59 58.07547(N)    099 27 11.48711(W)     ADJUSTED  
 TE2195* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 TE2195  ___________________________________________________________________
 TE2195  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 TE2195  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 TE2195
 TE2195  HORZ ORDER  -  THIRD
 TE2195
 TE2195.The horizontal coordinates were established by classical geodetic methods
 TE2195.and adjusted by the National Geodetic Survey in January 1998..
 TE2195
 TE2195.The orthometric height was scaled from a topographic map.
 TE2195
 TE2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2195
 TE2195.The geoid height was determined by GEOID03.
 TE2195
 TE2195;                    North         East     Units Scale Factor Converg.
 TE2195;SPC ND N     -   222,839.098   676,600.240   MT  1.00006368   +0 46 44.3
 TE2195;SPC ND N     -   731,099.40  2,219,817.06   iFT  1.00006368   +0 46 44.3
 TE2195;UTM  14      - 5,427,495.291   466,852.169   MT  0.99961350   -0 20 31.3
 TE2195
 TE2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2195!SPC ND N     -   0.99992589  x   1.00006368  =   0.99998957
 TE2195!UTM  14      -   0.99992589  x   0.99961350  =   0.99953942
 TE2195
 TE2195:                Primary Azimuth Mark                     Grid Az
 TE2195:SPC ND N     -  BOUNDARY MON 730 CD US                   269 08 47.4
 TE2195:UTM  14      -  BOUNDARY MON 730 CD US                   270 16 03.0
 TE2195
 TE2195|---------------------------------------------------------------------|
 TE2195| PID    Reference Object                     Distance      Geod. Az  |
 TE2195|                                                           dddmmss.s |
 TE2195| TE2194 BOUNDARY MON 730 CD US              APPROX. 2.1 KM 2695531.7 |
 TE2195|---------------------------------------------------------------------|
 TE2195
 TE2195                          SUPERSEDED SURVEY CONTROL
 TE2195
 TE2195  NAD 83(1986)-  48 59 58.07496(N)    099 27 11.46708(W) AD(       ) 3
 TE2195
 TE2195.Superseded values are not recommended for survey control.
 TE2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2195.See file dsdata.txt to determine how the superseded data were derived.
 TE2195
 TE2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6685227495(NAD 83)
 TE2195_MARKER: Z = SEE DESCRIPTION
 TE2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2195+STABILITY: SURFACE MOTION
 TE2195
 TE2195  HISTORY     - Date     Condition        Report By
 TE2195  HISTORY     - 1911     MONUMENTED       IBC
 TE2195
 TE2195                          STATION DESCRIPTION
 TE2195
 TE2195'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2195'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2195'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2195'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2195'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2195'
 TE2195'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2195'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2195'---OCTOBER 20, 1818---.
 TE2195'
 TE2195'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2195'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2195'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2195'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2195'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2195'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2195'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2195'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2195'
 TE2195'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2195'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2195'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2195'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2195'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2195'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2195'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2195'AND---CANADA---ON THE WEST SIDE.
 TE2195'
 TE2195'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2195'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2195'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2195'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2195'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2196 ***********************************************************************
 TE2196  DESIGNATION -  BOUNDARY MON 732 CD US
 TE2196  PID         -  TE2196
 TE2196  STATE/COUNTY-  ND/TOWNER
 TE2196  USGS QUAD   -  HANSBORO (1969)
 TE2196
 TE2196                         *CURRENT SURVEY CONTROL
 TE2196  ___________________________________________________________________
 TE2196* NAD 83(1996)-  48 59 58.18120(N)    099 25 27.63210(W)     ADJUSTED  
 TE2196* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 TE2196  ___________________________________________________________________
 TE2196  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 TE2196  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 TE2196
 TE2196  HORZ ORDER  -  THIRD
 TE2196
 TE2196.The horizontal coordinates were established by classical geodetic methods
 TE2196.and adjusted by the National Geodetic Survey in January 1998..
 TE2196
 TE2196.The orthometric height was scaled from a topographic map.
 TE2196
 TE2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2196
 TE2196.The geoid height was determined by GEOID03.
 TE2196
 TE2196;                    North         East     Units Scale Factor Converg.
 TE2196;SPC ND N     -   222,871.460   678,711.055   MT  1.00006369   +0 48 01.6
 TE2196;SPC ND N     -   731,205.58  2,226,742.31   iFT  1.00006369   +0 48 01.6
 TE2196;UTM  14      - 5,427,486.361   468,962.262   MT  0.99961183   -0 19 12.9
 TE2196
 TE2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2196!SPC ND N     -   0.99992763  x   1.00006369  =   0.99999131
 TE2196!UTM  14      -   0.99992763  x   0.99961183  =   0.99953948
 TE2196
 TE2196:                Primary Azimuth Mark                     Grid Az
 TE2196:SPC ND N     -  BOUNDARY MON 731 CD US                   269 07 18.4
 TE2196:UTM  14      -  BOUNDARY MON 731 CD US                   270 14 32.9
 TE2196
 TE2196|---------------------------------------------------------------------|
 TE2196| PID    Reference Object                     Distance      Geod. Az  |
 TE2196|                                                           dddmmss.s |
 TE2196| TE2195 BOUNDARY MON 731 CD US              APPROX. 2.1 KM 2695520.0 |
 TE2196|---------------------------------------------------------------------|
 TE2196
 TE2196                          SUPERSEDED SURVEY CONTROL
 TE2196
 TE2196  NAD 83(1986)-  48 59 58.18374(N)    099 25 27.61091(W) AD(       ) 3
 TE2196
 TE2196.Superseded values are not recommended for survey control.
 TE2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2196.See file dsdata.txt to determine how the superseded data were derived.
 TE2196
 TE2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6896227486(NAD 83)
 TE2196_MARKER: Z = SEE DESCRIPTION
 TE2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2196_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2196+STABILITY: SURFACE MOTION
 TE2196
 TE2196  HISTORY     - Date     Condition        Report By
 TE2196  HISTORY     - 1911     MONUMENTED       IBC
 TE2196
 TE2196                          STATION DESCRIPTION
 TE2196
 TE2196'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2196'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2196'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2196'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2196'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2196'
 TE2196'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2196'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2196'---OCTOBER 20, 1818---.
 TE2196'
 TE2196'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2196'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2196'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2196'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2196'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2196'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2196'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2196'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2196'
 TE2196'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2196'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2196'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2196'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2196'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2196'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2196'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2196'AND---CANADA---ON THE WEST SIDE.
 TE2196'
 TE2196'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2196'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2196'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2196'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2196'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1154 ***********************************************************************
 TE1154  DESIGNATION -  BOUNDARY MON 733 CD US
 TE1154  PID         -  TE1154
 TE1154  STATE/COUNTY-  ND/TOWNER
 TE1154  USGS QUAD   -  HANSBORO (1969)
 TE1154
 TE1154                         *CURRENT SURVEY CONTROL
 TE1154  ___________________________________________________________________
 TE1154* NAD 83(1996)-  48 59 58.28859(N)    099 23 40.02603(W)     ADJUSTED  
 TE1154* NAVD 88     -       474.203  (meters)    1555.78   (feet)  ADJUSTED  
 TE1154  ___________________________________________________________________
 TE1154  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 TE1154  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 TE1154  DYNAMIC HT  -         474.326 (meters)    1556.18  (feet)  COMP
 TE1154  MODELED GRAV-     980,854.2   (mgal)                       NAVD 88
 TE1154
 TE1154  HORZ ORDER  -  THIRD
 TE1154  VERT ORDER  -  SECOND    CLASS 0
 TE1154
 TE1154.The horizontal coordinates were established by classical geodetic methods
 TE1154.and adjusted by the National Geodetic Survey in January 1998..
 TE1154
 TE1154.The orthometric height was determined by differential leveling
 TE1154.and adjusted by the National Geodetic Survey in June 1991..
 TE1154
 TE1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1154
 TE1154.The geoid height was determined by GEOID03.
 TE1154
 TE1154.The dynamic height is computed by dividing the NAVD 88
 TE1154.geopotential number by the normal gravity value computed on the
 TE1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1154.degrees latitude (g = 980.6199 gals.).
 TE1154
 TE1154.The modeled gravity was interpolated from observed gravity values.
 TE1154
 TE1154;                    North         East     Units Scale Factor Converg.
 TE1154;SPC ND N     -   222,905.758   680,898.097   MT  1.00006370   +0 49 21.6
 TE1154;SPC ND N     -   731,318.10  2,233,917.64   iFT  1.00006370   +0 49 21.6
 TE1154;UTM  14      - 5,427,477.887   471,148.565   MT  0.99961023   -0 17 51.7
 TE1154
 TE1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1154!SPC ND N     -   0.99992924  x   1.00006370  =   0.99999293
 TE1154!UTM  14      -   0.99992924  x   0.99961023  =   0.99953949
 TE1154
 TE1154:                Primary Azimuth Mark                     Grid Az
 TE1154:SPC ND N     -  BOUNDARY MON 731 CD US                   269 06 42.2
 TE1154:UTM  14      -  BOUNDARY MON 731 CD US                   270 13 55.5
 TE1154
 TE1154|---------------------------------------------------------------------|
 TE1154| PID    Reference Object                     Distance      Geod. Az  |
 TE1154|                                                           dddmmss.s |
 TE1154| TE2195 BOUNDARY MON 731 CD US              APPROX. 4.3 KM 2695603.8 |
 TE1154|---------------------------------------------------------------------|
 TE1154
 TE1154                          SUPERSEDED SURVEY CONTROL
 TE1154
 TE1154  NAD 83(1986)-  48 59 58.29353(N)    099 23 40.00374(W) AD(       ) 3
 TE1154  NGVD 29 (??/??/92)  473.794  (m)         1554.44   (f) ADJ UNCH    2 0
 TE1154
 TE1154.Superseded values are not recommended for survey control.
 TE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1154.See file dsdata.txt to determine how the superseded data were derived.
 TE1154
 TE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7114927478(NAD 83)
 TE1154_MARKER: Z = SEE DESCRIPTION
 TE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1154_STAMPING: 733
 TE1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1154+STABILITY: SURFACE MOTION
 TE1154
 TE1154  HISTORY     - Date     Condition        Report By
 TE1154  HISTORY     - 1911     MONUMENTED       IBC
 TE1154  HISTORY     - 1935     GOOD             NGS
 TE1154
 TE1154                          STATION DESCRIPTION
 TE1154
 TE1154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE1154'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE1154'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE1154'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE1154'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE1154'
 TE1154'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE1154'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE1154'---OCTOBER 20, 1818---.
 TE1154'
 TE1154'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE1154'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE1154'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE1154'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE1154'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE1154'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE1154'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE1154'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE1154'
 TE1154'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE1154'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE1154'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE1154'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE1154'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE1154'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE1154'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE1154'AND---CANADA---ON THE WEST SIDE.
 TE1154'
 TE1154'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE1154'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE1154'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE1154'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE1154'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE1154
 TE1154                          STATION RECOVERY (1935)
 TE1154
 TE1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE1154'11.8 MI E FROM ST JOHN INSPECTION STA.
 TE1154'IN TOWNER COUNTY, 11.8 MILES EAST ALONG A SECTION-LINE ROAD FROM THE
 TE1154'CUSTOMS BUILDING AT THE ST. JOHN INSPECTION STATION, ROLETTE COUNTY
 TE1154'AND 0.5 MILE NORTH BENCH MARK R 175, DESCRIBED ABOVE.  INTERNATIONAL
 TE1154'BOUNDARY COMMISSION MARKER 733.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2198 ***********************************************************************
 TE2198  DESIGNATION -  BOUNDARY MON 734 A
 TE2198  PID         -  TE2198
 TE2198  STATE/COUNTY-  ND/TOWNER
 TE2198  USGS QUAD   -  HANSBORO NE (1969)
 TE2198
 TE2198                         *CURRENT SURVEY CONTROL
 TE2198  ___________________________________________________________________
 TE2198* NAD 83(1996)-  48 59 58.45294(N)    099 20 49.72620(W)     ADJUSTED  
 TE2198* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2198  ___________________________________________________________________
 TE2198  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 TE2198  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 TE2198
 TE2198  HORZ ORDER  -  THIRD
 TE2198
 TE2198.The horizontal coordinates were established by classical geodetic methods
 TE2198.and adjusted by the National Geodetic Survey in January 1998..
 TE2198
 TE2198.The orthometric height was scaled from a topographic map.
 TE2198
 TE2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2198
 TE2198.The geoid height was determined by GEOID03.
 TE2198
 TE2198;                    North         East     Units Scale Factor Converg.
 TE2198;SPC ND N     -   222,961.601   684,359.331   MT  1.00006371   +0 51 28.4
 TE2198;SPC ND N     -   731,501.32  2,245,273.40   iFT  1.00006371   +0 51 28.4
 TE2198;UTM  14      - 5,427,466.062   474,608.656   MT  0.99960792   -0 15 43.2
 TE2198
 TE2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2198!SPC ND N     -   0.99993000  x   1.00006371  =   0.99999371
 TE2198!UTM  14      -   0.99993000  x   0.99960792  =   0.99953795
 TE2198
 TE2198|---------------------------------------------------------------------|
 TE2198| PID    Reference Object                     Distance      Geod. Az  |
 TE2198|                                                           dddmmss.s |
 TE2198| TE2199 BOUNDARY MON 734 B                   31.548 METERS 08955     |
 TE2198| TE2197 BOUNDARY MON 734 CD US              APPROX. 1.1 KM 2695508.8 |
 TE2198|---------------------------------------------------------------------|
 TE2198
 TE2198                          SUPERSEDED SURVEY CONTROL
 TE2198
 TE2198  NAD 83(1986)-  48 59 58.45617(N)    099 20 49.70209(W) AD(       ) 3
 TE2198
 TE2198.Superseded values are not recommended for survey control.
 TE2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2198.See file dsdata.txt to determine how the superseded data were derived.
 TE2198
 TE2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7460927466(NAD 83)
 TE2198_MARKER: DU = BOUNDARY MARKER
 TE2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2198+STABILITY: SURFACE MOTION
 TE2198
 TE2198  HISTORY     - Date     Condition        Report By
 TE2198  HISTORY     - 1938     MONUMENTED       IBC
 TE2198  HISTORY     - 1966     GOOD             IBC
 TE2198
 TE2198                          STATION DESCRIPTION
 TE2198
 TE2198'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2198'A SMALL CONCRETE MONUMENT, WITH A 3 - INCH BRONZE CANADA - UNITED
 TE2198'STATES BOUNDARY DISK SET IN THE TOP.  THE NUMBER OF THE MONUMENT IS
 TE2198'STAMPED ON THE DISK.  THE MONUMENT IS SET ON THE STRAIGHT - LINE
 TE2198'COURSE OF THE BOUNDARY BETWEEN MONUMENTS 734 AND 735, TO MARK THE
 TE2198'BOUNDARY CROSSING OF THE HIGHWAY LEADING SOUTH FROM CARTWRIGHT,
 TE2198'MANITOBA, TO HANSBORO, NORTH DAKOTA.
 TE2198
 TE2198                          STATION RECOVERY (1966)
 TE2198
 TE2198'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TE2198'RECOVERED IN GOOD CONDITION IN 1964 AND 1966.  IN 1956 IT WAS
 TE2198'REPORTED TO HAVE BEEN DISTURBED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2199 ***********************************************************************
 TE2199  DESIGNATION -  BOUNDARY MON 734 B
 TE2199  PID         -  TE2199
 TE2199  STATE/COUNTY-  ND/TOWNER
 TE2199  USGS QUAD   -  HANSBORO NE (1969)
 TE2199
 TE2199                         *CURRENT SURVEY CONTROL
 TE2199  ___________________________________________________________________
 TE2199* NAD 83(1996)-  48 59 58.45440(N)    099 20 48.17408(W)     ADJUSTED  
 TE2199* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2199  ___________________________________________________________________
 TE2199  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 TE2199  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 TE2199
 TE2199  HORZ ORDER  -  THIRD
 TE2199
 TE2199.The horizontal coordinates were established by classical geodetic methods
 TE2199.and adjusted by the National Geodetic Survey in January 1998..
 TE2199
 TE2199.The orthometric height was scaled from a topographic map.
 TE2199
 TE2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2199
 TE2199.The geoid height was determined by GEOID03.
 TE2199
 TE2199;                    North         East     Units Scale Factor Converg.
 TE2199;SPC ND N     -   222,962.118   684,390.876   MT  1.00006371   +0 51 29.5
 TE2199;SPC ND N     -   731,503.01  2,245,376.89   iFT  1.00006371   +0 51 29.5
 TE2199;UTM  14      - 5,427,465.963   474,640.191   MT  0.99960790   -0 15 42.0
 TE2199
 TE2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2199!SPC ND N     -   0.99993000  x   1.00006371  =   0.99999371
 TE2199!UTM  14      -   0.99993000  x   0.99960790  =   0.99953793
 TE2199
 TE2199:                Primary Azimuth Mark                     Grid Az
 TE2199:SPC ND N     -  BOUNDARY MON 735 CD US                   089 03 34.1
 TE2199:UTM  14      -  BOUNDARY MON 735 CD US                   090 10 45.6
 TE2199
 TE2199|---------------------------------------------------------------------|
 TE2199| PID    Reference Object                     Distance      Geod. Az  |
 TE2199|                                                           dddmmss.s |
 TE2199| TE2201 BOUNDARY MON 735 CD US              APPROX. 1.4 KM 0895503.6 |
 TE2199| TE2198 BOUNDARY MON 734 A                   31.548 METERS 26955     |
 TE2199|---------------------------------------------------------------------|
 TE2199
 TE2199                          SUPERSEDED SURVEY CONTROL
 TE2199
 TE2199  NAD 83(1986)-  48 59 58.45749(N)    099 20 48.14953(W) AD(       ) 3
 TE2199
 TE2199.Superseded values are not recommended for survey control.
 TE2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2199.See file dsdata.txt to determine how the superseded data were derived.
 TE2199
 TE2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7464027466(NAD 83)
 TE2199_MARKER: DU = BOUNDARY MARKER
 TE2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2199+STABILITY: SURFACE MOTION
 TE2199
 TE2199  HISTORY     - Date     Condition        Report By
 TE2199  HISTORY     - 1938     MONUMENTED       IBC
 TE2199  HISTORY     - 1964     MARK NOT FOUND   IBC
 TE2199
 TE2199                          STATION DESCRIPTION
 TE2199
 TE2199'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2199'A SMALL CONCRETE MONUMENT, WITH A 3 - INCH BRONZE CANADA - UNITED
 TE2199'STATES BOUNDARY DISK SET IN THE TOP.  THE NUMBER OF THE MONUMENT IS
 TE2199'STAMPED ON THE DISK.  THE MONUMENT IS SET ON THE STRAIGHT - LINE
 TE2199'COURSE OF THE BOUNDARY BETWEEN MONUMENTS 734 AND 735, TO MARK THE
 TE2199'BOUNDARY CROSSING OF THE HIGHWAY LEADING SOUTH FROM CARTWRIGHT,
 TE2199'MANITOBA, TO HANSBORO, NORTH DAKOTA.
 TE2199
 TE2199                          STATION RECOVERY (1964)
 TE2199
 TE2199'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964 (NWS)
 TE2199'NOT RECOVERED IN 1956 OR 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2200 ***********************************************************************
 TE2200  DESIGNATION -  BOUNDARY MON 734 B 66
 TE2200  PID         -  TE2200
 TE2200  STATE/COUNTY-  ND/TOWNER
 TE2200  USGS QUAD   -  HANSBORO NE (1969)
 TE2200
 TE2200                         *CURRENT SURVEY CONTROL
 TE2200  ___________________________________________________________________
 TE2200* NAD 83(1996)-  48 59 58.45302(N)    099 20 47.55380(W)     ADJUSTED  
 TE2200* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2200  ___________________________________________________________________
 TE2200  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 TE2200  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 TE2200
 TE2200  HORZ ORDER  -  THIRD
 TE2200
 TE2200.The horizontal coordinates were established by classical geodetic methods
 TE2200.and adjusted by the National Geodetic Survey in January 1998..
 TE2200
 TE2200.The orthometric height was scaled from a topographic map.
 TE2200
 TE2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2200
 TE2200.The geoid height was determined by GEOID03.
 TE2200
 TE2200;                    North         East     Units Scale Factor Converg.
 TE2200;SPC ND N     -   222,962.264   684,403.484   MT  1.00006371   +0 51 30.0
 TE2200;SPC ND N     -   731,503.49  2,245,418.25   iFT  1.00006371   +0 51 30.0
 TE2200;UTM  14      - 5,427,465.863   474,652.794   MT  0.99960789   -0 15 41.5
 TE2200
 TE2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2200!SPC ND N     -   0.99993000  x   1.00006371  =   0.99999371
 TE2200!UTM  14      -   0.99993000  x   0.99960789  =   0.99953792
 TE2200
 TE2200:                Primary Azimuth Mark                     Grid Az
 TE2200:SPC ND N     -  TAYLOR                                   032 24 02.7
 TE2200:UTM  14      -  TAYLOR                                   033 31 14.2
 TE2200
 TE2200|---------------------------------------------------------------------|
 TE2200| PID    Reference Object                     Distance      Geod. Az  |
 TE2200|                                                           dddmmss.s |
 TE2200| TE2102 TAYLOR                              APPROX. 2.1 KM 0331532.7 |
 TE2200| TE2198 BOUNDARY MON 734 A                   44.155 METERS 27000     |
 TE2200|---------------------------------------------------------------------|
 TE2200
 TE2200                          SUPERSEDED SURVEY CONTROL
 TE2200
 TE2200  NAD 83(1986)-  48 59 58.45612(N)    099 20 47.52941(W) AD(       ) 3
 TE2200
 TE2200.Superseded values are not recommended for survey control.
 TE2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2200.See file dsdata.txt to determine how the superseded data were derived.
 TE2200
 TE2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7465327466(NAD 83)
 TE2200_MARKER: DU = BOUNDARY MARKER
 TE2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2200+STABILITY: SURFACE MOTION
 TE2200
 TE2200  HISTORY     - Date     Condition        Report By
 TE2200  HISTORY     - 1966     MONUMENTED       IBC
 TE2200
 TE2200                          STATION DESCRIPTION
 TE2200
 TE2200'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TE2200'A SMALL TABLET NO 734-B WAS INSTALLED ON THE EAST SIDE OF THE
 TE2200'CROSSING.  TABLET 734-A ON A MOUND OF DIRT ON THE WEST SIDE NOT
 TE2200'RELOCATED.  THE HIGHWAY WAS RAISED CONSIDERABLY, AND FILL WOULD BE
 TE2200'REQUIRED TO BUILD UP A SUITABLE SITE FOR A MARKER ON THE WEST SIDE
 TE2200'OF THE CROSSING.  TABLET 734-B WAS TIED TO MONUMENT 734 AND 735 BY
 TE2200'GEODIMETER MEASUREMENTS.  A CHECK WAS MADE ON TABLET NO 734-A, AND
 TE2200'IT WAS FOUND TO BE UNDISTURBED.  THE TABLETS ARE 44.15 METERS APART
 TE2200'AT THE CROSSING AND TABLET 734-B-66 IS 1338.25 METERS WEST OF
 TE2200'MONUMENT 735.  NEW CUSTOMS AND IMMIGRATION OFFICE HAS BEEN BUILT ON
 TE2200'THE US SIDE WITH RESIDENCES FOR THE OFFICERS.
 TE2200'
 TE2200'THE TABLET IS A 3 - INCH BRONZE DISK INSCRIBED---U.S. CANADA---,
 TE2200'TO MARK THE CROSSING BETWEEN US NO 281, HANSBORO, NORTH DAKOTA AND
 TE2200'PROVINCIAL HIGHWAY NO 28, CARTWRIGHT, MANITOBA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2197 ***********************************************************************
 TE2197  DESIGNATION -  BOUNDARY MON 734 CD US
 TE2197  PID         -  TE2197
 TE2197  STATE/COUNTY-  ND/TOWNER
 TE2197  USGS QUAD   -  HANSBORO NE (1969)
 TE2197
 TE2197                         *CURRENT SURVEY CONTROL
 TE2197  ___________________________________________________________________
 TE2197* NAD 83(1996)-  48 59 58.39749(N)    099 21 45.40084(W)     ADJUSTED  
 TE2197* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2197  ___________________________________________________________________
 TE2197  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 TE2197  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 TE2197
 TE2197  HORZ ORDER  -  THIRD
 TE2197
 TE2197.The horizontal coordinates were established by classical geodetic methods
 TE2197.and adjusted by the National Geodetic Survey in January 1998..
 TE2197
 TE2197.The orthometric height was scaled from a topographic map.
 TE2197
 TE2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2197
 TE2197.The geoid height was determined by GEOID03.
 TE2197
 TE2197;                    North         East     Units Scale Factor Converg.
 TE2197;SPC ND N     -   222,943.057   683,227.785   MT  1.00006371   +0 50 46.9
 TE2197;SPC ND N     -   731,440.48  2,241,560.97   iFT  1.00006371   +0 50 46.9
 TE2197;UTM  14      - 5,427,469.638   473,477.479   MT  0.99960864   -0 16 25.2
 TE2197
 TE2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2197!SPC ND N     -   0.99993000  x   1.00006371  =   0.99999371
 TE2197!UTM  14      -   0.99993000  x   0.99960864  =   0.99953867
 TE2197
 TE2197:                Primary Azimuth Mark                     Grid Az
 TE2197:SPC ND N     -  HUB 2                                    269 04 50.5
 TE2197:UTM  14      -  HUB 2                                    270 12 02.6
 TE2197
 TE2197|---------------------------------------------------------------------|
 TE2197| PID    Reference Object                     Distance      Geod. Az  |
 TE2197|                                                           dddmmss.s |
 TE2197| TE2154 HUB 2                               APPROX. 2.1 KM 2695537.4 |
 TE2197|---------------------------------------------------------------------|
 TE2197
 TE2197                          SUPERSEDED SURVEY CONTROL
 TE2197
 TE2197  NAD 83(1986)-  48 59 58.40244(N)    099 21 45.37781(W) AD(       ) 3
 TE2197
 TE2197.Superseded values are not recommended for survey control.
 TE2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2197.See file dsdata.txt to determine how the superseded data were derived.
 TE2197
 TE2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7347727470(NAD 83)
 TE2197_MARKER: Z = SEE DESCRIPTION
 TE2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2197_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2197+STABILITY: SURFACE MOTION
 TE2197
 TE2197  HISTORY     - Date     Condition        Report By
 TE2197  HISTORY     - 1911     MONUMENTED       IBC
 TE2197  HISTORY     - 1938     GOOD             IBC
 TE2197
 TE2197                          STATION DESCRIPTION
 TE2197
 TE2197'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2197'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2197'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2197'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2197'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2197'
 TE2197'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2197'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2197'---OCTOBER 20, 1818---.
 TE2197'
 TE2197'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2197'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2197'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2197'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2197'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2197'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2197'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2197'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2197'
 TE2197'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2197'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2197'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2197'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2197'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2197'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2197'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2197'AND---CANADA---ON THE WEST SIDE.
 TE2197'
 TE2197'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2197'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2197'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2197'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2197'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2197
 TE2197                          STATION RECOVERY (1938)
 TE2197
 TE2197'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2201 ***********************************************************************
 TE2201  DESIGNATION -  BOUNDARY MON 735 CD US
 TE2201  PID         -  TE2201
 TE2201  STATE/COUNTY-  ND/TOWNER
 TE2201  USGS QUAD   -  HANSBORO NE (1969)
 TE2201
 TE2201                         *CURRENT SURVEY CONTROL
 TE2201  ___________________________________________________________________
 TE2201* NAD 83(1996)-  48 59 58.51192(N)    099 19 41.71274(W)     ADJUSTED  
 TE2201* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 TE2201  ___________________________________________________________________
 TE2201  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 TE2201  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TE2201
 TE2201  HORZ ORDER  -  THIRD
 TE2201
 TE2201.The horizontal coordinates were established by classical geodetic methods
 TE2201.and adjusted by the National Geodetic Survey in January 1998..
 TE2201
 TE2201.The orthometric height was scaled from a topographic map.
 TE2201
 TE2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2201
 TE2201.The geoid height was determined by GEOID03.
 TE2201
 TE2201;                    North         East     Units Scale Factor Converg.
 TE2201;SPC ND N     -   222,984.291   685,741.653   MT  1.00006372   +0 52 19.0
 TE2201;SPC ND N     -   731,575.76  2,249,808.57   iFT  1.00006372   +0 52 19.0
 TE2201;UTM  14      - 5,427,461.736   475,990.527   MT  0.99960708   -0 14 51.8
 TE2201
 TE2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2201!SPC ND N     -   0.99993017  x   1.00006372  =   0.99999388
 TE2201!UTM  14      -   0.99993017  x   0.99960708  =   0.99953728
 TE2201
 TE2201:                Primary Azimuth Mark                     Grid Az
 TE2201:SPC ND N     -  BOUNDARY MON 736 CD US                   088 51 26.7
 TE2201:UTM  14      -  BOUNDARY MON 736 CD US                   089 58 37.5
 TE2201
 TE2201|---------------------------------------------------------------------|
 TE2201| PID    Reference Object                     Distance      Geod. Az  |
 TE2201|                                                           dddmmss.s |
 TE2201| TE2202 BOUNDARY MON 736 CD US              492.770 METERS 0894345.7 |
 TE2201|---------------------------------------------------------------------|
 TE2201
 TE2201                          SUPERSEDED SURVEY CONTROL
 TE2201
 TE2201  NAD 83(1986)-  48 59 58.50560(N)    099 19 41.68765(W) AD(       ) 3
 TE2201
 TE2201.Superseded values are not recommended for survey control.
 TE2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2201.See file dsdata.txt to determine how the superseded data were derived.
 TE2201
 TE2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7599127462(NAD 83)
 TE2201_MARKER: Z = SEE DESCRIPTION
 TE2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2201_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2201+STABILITY: SURFACE MOTION
 TE2201
 TE2201  HISTORY     - Date     Condition        Report By
 TE2201  HISTORY     - 1911     MONUMENTED       IBC
 TE2201  HISTORY     - 1938     GOOD             IBC
 TE2201
 TE2201                          STATION DESCRIPTION
 TE2201
 TE2201'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2201'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2201'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2201'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2201'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2201'
 TE2201'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2201'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2201'---OCTOBER 20, 1818---.
 TE2201'
 TE2201'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2201'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2201'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2201'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2201'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2201'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2201'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2201'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2201'
 TE2201'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2201'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2201'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2201'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2201'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2201'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2201'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2201'AND---CANADA---ON THE WEST SIDE.
 TE2201'
 TE2201'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2201'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2201'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2201'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2201'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2201
 TE2201                          STATION RECOVERY (1938)
 TE2201
 TE2201'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2202 ***********************************************************************
 TE2202  DESIGNATION -  BOUNDARY MON 736 CD US
 TE2202  PID         -  TE2202
 TE2202  STATE/COUNTY-  ND/TOWNER
 TE2202  USGS QUAD   -  HANSBORO NE (1969)
 TE2202
 TE2202                         *CURRENT SURVEY CONTROL
 TE2202  ___________________________________________________________________
 TE2202* NAD 83(1996)-  48 59 58.58656(N)    099 19 17.46925(W)     ADJUSTED  
 TE2202* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2202  ___________________________________________________________________
 TE2202  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 TE2202  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 TE2202
 TE2202  HORZ ORDER  -  THIRD
 TE2202
 TE2202.The horizontal coordinates were established by classical geodetic methods
 TE2202.and adjusted by the National Geodetic Survey in January 1998..
 TE2202
 TE2202.The orthometric height was scaled from a topographic map.
 TE2202
 TE2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2202
 TE2202.The geoid height was determined by GEOID03.
 TE2202
 TE2202;                    North         East     Units Scale Factor Converg.
 TE2202;SPC ND N     -   222,994.118   686,234.357   MT  1.00006372   +0 52 37.0
 TE2202;SPC ND N     -   731,608.00  2,251,425.06   iFT  1.00006372   +0 52 37.0
 TE2202;UTM  14      - 5,427,461.933   476,483.104   MT  0.99960679   -0 14 33.6
 TE2202
 TE2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2202!SPC ND N     -   0.99992986  x   1.00006372  =   0.99999357
 TE2202!UTM  14      -   0.99992986  x   0.99960679  =   0.99953667
 TE2202
 TE2202:                Primary Azimuth Mark                     Grid Az
 TE2202:SPC ND N     -  BOUNDARY MON 735 CD US                   268 51 27.0
 TE2202:UTM  14      -  BOUNDARY MON 735 CD US                   269 58 37.6
 TE2202
 TE2202|---------------------------------------------------------------------|
 TE2202| PID    Reference Object                     Distance      Geod. Az  |
 TE2202|                                                           dddmmss.s |
 TE2202| TE2201 BOUNDARY MON 735 CD US              492.770 METERS 2694404.0 |
 TE2202|---------------------------------------------------------------------|
 TE2202
 TE2202                          SUPERSEDED SURVEY CONTROL
 TE2202
 TE2202  NAD 83(1986)-  48 59 58.57923(N)    099 19 17.44396(W) AD(       ) 3
 TE2202
 TE2202.Superseded values are not recommended for survey control.
 TE2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2202.See file dsdata.txt to determine how the superseded data were derived.
 TE2202
 TE2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7648327462(NAD 83)
 TE2202_MARKER: Z = SEE DESCRIPTION
 TE2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2202+STABILITY: SURFACE MOTION
 TE2202
 TE2202  HISTORY     - Date     Condition        Report By
 TE2202  HISTORY     - 1911     MONUMENTED       IBC
 TE2202
 TE2202                          STATION DESCRIPTION
 TE2202
 TE2202'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2202'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2202'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2202'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2202'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2202'
 TE2202'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2202'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2202'---OCTOBER 20, 1818---.
 TE2202'
 TE2202'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2202'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2202'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2202'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2202'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2202'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2202'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2202'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2202'
 TE2202'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2202'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2202'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2202'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2202'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2202'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2202'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2202'AND---CANADA---ON THE WEST SIDE.
 TE2202'
 TE2202'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2202'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2202'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2202'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2202'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2203 ***********************************************************************
 TE2203  DESIGNATION -  BOUNDARY MON 737 CD US
 TE2203  PID         -  TE2203
 TE2203  STATE/COUNTY-  ND/TOWNER
 TE2203  USGS QUAD   -  HANSBORO NE (1969)
 TE2203
 TE2203                         *CURRENT SURVEY CONTROL
 TE2203  ___________________________________________________________________
 TE2203* NAD 83(1996)-  48 59 58.67517(N)    099 17 46.85517(W)     ADJUSTED  
 TE2203* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 TE2203  ___________________________________________________________________
 TE2203  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 TE2203  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 TE2203
 TE2203  HORZ ORDER  -  THIRD
 TE2203
 TE2203.The horizontal coordinates were established by classical geodetic methods
 TE2203.and adjusted by the National Geodetic Survey in January 1998..
 TE2203
 TE2203.The orthometric height was scaled from a topographic map.
 TE2203
 TE2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2203
 TE2203.The geoid height was determined by GEOID03.
 TE2203
 TE2203;                    North         East     Units Scale Factor Converg.
 TE2203;SPC ND N     -   223,025.346   688,076.002   MT  1.00006373   +0 53 44.4
 TE2203;SPC ND N     -   731,710.45  2,257,467.20   iFT  1.00006373   +0 53 44.4
 TE2203;UTM  14      - 5,427,457.178   478,324.165   MT  0.99960577   -0 13 25.2
 TE2203
 TE2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2203!SPC ND N     -   0.99993049  x   1.00006373  =   0.99999422
 TE2203!UTM  14      -   0.99993049  x   0.99960577  =   0.99953629
 TE2203
 TE2203:                Primary Azimuth Mark                     Grid Az
 TE2203:SPC ND N     -  BOUNDARY MON 736 CD US                   269 01 43.2
 TE2203:UTM  14      -  BOUNDARY MON 736 CD US                   270 08 52.8
 TE2203
 TE2203|---------------------------------------------------------------------|
 TE2203| PID    Reference Object                     Distance      Geod. Az  |
 TE2203|                                                           dddmmss.s |
 TE2203| TE2202 BOUNDARY MON 736 CD US              APPROX. 1.8 KM 2695527.6 |
 TE2203|---------------------------------------------------------------------|
 TE2203
 TE2203                          SUPERSEDED SURVEY CONTROL
 TE2203
 TE2203  NAD 83(1986)-  48 59 58.66715(N)    099 17 46.83827(W) AD(       ) 3
 TE2203
 TE2203.Superseded values are not recommended for survey control.
 TE2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2203.See file dsdata.txt to determine how the superseded data were derived.
 TE2203
 TE2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7832427457(NAD 83)
 TE2203_MARKER: Z = SEE DESCRIPTION
 TE2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2203+STABILITY: SURFACE MOTION
 TE2203
 TE2203  HISTORY     - Date     Condition        Report By
 TE2203  HISTORY     - 1911     MONUMENTED       IBC
 TE2203
 TE2203                          STATION DESCRIPTION
 TE2203
 TE2203'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2203'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2203'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2203'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2203'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2203'
 TE2203'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2203'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2203'---OCTOBER 20, 1818---.
 TE2203'
 TE2203'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2203'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2203'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2203'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2203'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2203'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2203'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2203'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2203'
 TE2203'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2203'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2203'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2203'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2203'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2203'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2203'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2203'AND---CANADA---ON THE WEST SIDE.
 TE2203'
 TE2203'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2203'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2203'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2203'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2203'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2204 ***********************************************************************
 TE2204  DESIGNATION -  BOUNDARY MON 738 CD US
 TE2204  PID         -  TE2204
 TE2204  STATE/COUNTY-  ND/TOWNER
 TE2204  USGS QUAD   -  HANSBORO NE (1969)
 TE2204
 TE2204                         *CURRENT SURVEY CONTROL
 TE2204  ___________________________________________________________________
 TE2204* NAD 83(1996)-  48 59 58.76956(N)    099 16 18.48878(W)     ADJUSTED  
 TE2204* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 TE2204  ___________________________________________________________________
 TE2204  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 TE2204  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 TE2204
 TE2204  HORZ ORDER  -  THIRD
 TE2204
 TE2204.The horizontal coordinates were established by classical geodetic methods
 TE2204.and adjusted by the National Geodetic Survey in January 1998..
 TE2204
 TE2204.The orthometric height was scaled from a topographic map.
 TE2204
 TE2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2204
 TE2204.The geoid height was determined by GEOID03.
 TE2204
 TE2204;                    North         East     Units Scale Factor Converg.
 TE2204;SPC ND N     -   223,056.626   689,871.950   MT  1.00006374   +0 54 50.2
 TE2204;SPC ND N     -   731,813.08  2,263,359.42   iFT  1.00006374   +0 54 50.2
 TE2204;UTM  14      - 5,427,453.374   480,119.558   MT  0.99960486   -0 12 18.5
 TE2204
 TE2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2204!SPC ND N     -   0.99993019  x   1.00006374  =   0.99999392
 TE2204!UTM  14      -   0.99993019  x   0.99960486  =   0.99953507
 TE2204
 TE2204:                Primary Azimuth Mark                     Grid Az
 TE2204:SPC ND N     -  BOUNDARY MON 739 CD US                   088 59 07.2
 TE2204:UTM  14      -  BOUNDARY MON 739 CD US                   090 06 15.9
 TE2204
 TE2204|---------------------------------------------------------------------|
 TE2204| PID    Reference Object                     Distance      Geod. Az  |
 TE2204|                                                           dddmmss.s |
 TE2204| TE2205 BOUNDARY MON 739 CD US              APPROX. 1.8 KM 0895357.4 |
 TE2204| TE2203 BOUNDARY MON 737 CD US              APPROX. 1.8 KM 2695458.5 |
 TE2204|---------------------------------------------------------------------|
 TE2204
 TE2204                          SUPERSEDED SURVEY CONTROL
 TE2204
 TE2204  NAD 83(1986)-  48 59 58.76237(N)    099 16 18.47179(W) AD(       ) 3
 TE2204
 TE2204.Superseded values are not recommended for survey control.
 TE2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2204.See file dsdata.txt to determine how the superseded data were derived.
 TE2204
 TE2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8012027453(NAD 83)
 TE2204_MARKER: Z = SEE DESCRIPTION
 TE2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2204+STABILITY: SURFACE MOTION
 TE2204
 TE2204  HISTORY     - Date     Condition        Report By
 TE2204  HISTORY     - 1911     MONUMENTED       IBC
 TE2204
 TE2204                          STATION DESCRIPTION
 TE2204
 TE2204'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2204'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2204'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2204'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2204'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2204'
 TE2204'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2204'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2204'---OCTOBER 20, 1818---.
 TE2204'
 TE2204'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2204'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2204'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2204'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2204'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2204'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2204'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2204'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2204'
 TE2204'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2204'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2204'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2204'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2204'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2204'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2204'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2204'AND---CANADA---ON THE WEST SIDE.
 TE2204'
 TE2204'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2204'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2204'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2204'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2204'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2205 ***********************************************************************
 TE2205  DESIGNATION -  BOUNDARY MON 739 CD US
 TE2205  PID         -  TE2205
 TE2205  STATE/COUNTY-  ND/TOWNER
 TE2205  USGS QUAD   -  ROCK LAKE NW (1969)
 TE2205
 TE2205                         *CURRENT SURVEY CONTROL
 TE2205  ___________________________________________________________________
 TE2205* NAD 83(1996)-  48 59 58.86397(N)    099 14 48.41906(W)     ADJUSTED  
 TE2205* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 TE2205  ___________________________________________________________________
 TE2205  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 TE2205  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 TE2205
 TE2205  HORZ ORDER  -  THIRD
 TE2205
 TE2205.The horizontal coordinates were established by classical geodetic methods
 TE2205.and adjusted by the National Geodetic Survey in January 1998..
 TE2205
 TE2205.The orthometric height was scaled from a topographic map.
 TE2205
 TE2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2205
 TE2205.The geoid height was determined by GEOID03.
 TE2205
 TE2205;                    North         East     Units Scale Factor Converg.
 TE2205;SPC ND N     -   223,089.043   691,702.506   MT  1.00006375   +0 55 57.2
 TE2205;SPC ND N     -   731,919.43  2,269,365.18   iFT  1.00006375   +0 55 57.2
 TE2205;UTM  14      - 5,427,450.039   481,949.557   MT  0.99960400   -0 11 10.5
 TE2205
 TE2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2205!SPC ND N     -   0.99993035  x   1.00006375  =   0.99999410
 TE2205!UTM  14      -   0.99993035  x   0.99960400  =   0.99953438
 TE2205
 TE2205:                Primary Azimuth Mark                     Grid Az
 TE2205:SPC ND N     -  BOUNDARY MON 738 CD US                   268 59 08.2
 TE2205:UTM  14      -  BOUNDARY MON 738 CD US                   270 06 15.9
 TE2205
 TE2205|---------------------------------------------------------------------|
 TE2205| PID    Reference Object                     Distance      Geod. Az  |
 TE2205|                                                           dddmmss.s |
 TE2205| TE2204 BOUNDARY MON 738 CD US              APPROX. 1.8 KM 2695505.4 |
 TE2205|---------------------------------------------------------------------|
 TE2205
 TE2205                          SUPERSEDED SURVEY CONTROL
 TE2205
 TE2205  NAD 83(1986)-  48 59 58.85780(N)    099 14 48.40199(W) AD(       ) 3
 TE2205
 TE2205.Superseded values are not recommended for survey control.
 TE2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2205.See file dsdata.txt to determine how the superseded data were derived.
 TE2205
 TE2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8195027450(NAD 83)
 TE2205_MARKER: Z = SEE DESCRIPTION
 TE2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2205+STABILITY: SURFACE MOTION
 TE2205
 TE2205  HISTORY     - Date     Condition        Report By
 TE2205  HISTORY     - 1911     MONUMENTED       IBC
 TE2205
 TE2205                          STATION DESCRIPTION
 TE2205
 TE2205'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2205'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2205'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2205'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2205'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2205'
 TE2205'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2205'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2205'---OCTOBER 20, 1818---.
 TE2205'
 TE2205'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2205'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2205'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2205'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2205'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2205'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2205'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2205'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2205'
 TE2205'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2205'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2205'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2205'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2205'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2205'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2205'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2205'AND---CANADA---ON THE WEST SIDE.
 TE2205'
 TE2205'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2205'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2205'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2205'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2205'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2206 ***********************************************************************
 TE2206  DESIGNATION -  BOUNDARY MON 740 CD US
 TE2206  PID         -  TE2206
 TE2206  STATE/COUNTY-  ND/TOWNER
 TE2206  USGS QUAD   -  ROCK LAKE NW (1969)
 TE2206
 TE2206                         *CURRENT SURVEY CONTROL
 TE2206  ___________________________________________________________________
 TE2206* NAD 83(1996)-  48 59 58.95096(N)    099 13 31.11844(W)     ADJUSTED  
 TE2206* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2206  ___________________________________________________________________
 TE2206  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 TE2206  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 TE2206
 TE2206  HORZ ORDER  -  THIRD
 TE2206
 TE2206.The horizontal coordinates were established by classical geodetic methods
 TE2206.and adjusted by the National Geodetic Survey in January 1998..
 TE2206
 TE2206.The orthometric height was scaled from a topographic map.
 TE2206
 TE2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2206
 TE2206.The geoid height was determined by GEOID03.
 TE2206
 TE2206;                    North         East     Units Scale Factor Converg.
 TE2206;SPC ND N     -   223,117.523   693,273.533   MT  1.00006375   +0 56 54.7
 TE2206;SPC ND N     -   732,012.87  2,274,519.47   iFT  1.00006375   +0 56 54.7
 TE2206;UTM  14      - 5,427,447.842   483,520.118   MT  0.99960334   -0 10 12.2
 TE2206
 TE2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2206!SPC ND N     -   0.99993005  x   1.00006375  =   0.99999379
 TE2206!UTM  14      -   0.99993005  x   0.99960334  =   0.99953341
 TE2206
 TE2206:                Primary Azimuth Mark                     Grid Az
 TE2206:SPC ND N     -  BOUNDARY MON 738 CD US                   268 58 28.7
 TE2206:UTM  14      -  BOUNDARY MON 738 CD US                   270 05 35.6
 TE2206
 TE2206|---------------------------------------------------------------------|
 TE2206| PID    Reference Object                     Distance      Geod. Az  |
 TE2206|                                                           dddmmss.s |
 TE2206| TE2204 BOUNDARY MON 738 CD US              APPROX. 3.4 KM 2695523.4 |
 TE2206|---------------------------------------------------------------------|
 TE2206
 TE2206                          SUPERSEDED SURVEY CONTROL
 TE2206
 TE2206  NAD 83(1986)-  48 59 58.94546(N)    099 13 31.10131(W) AD(       ) 3
 TE2206
 TE2206.Superseded values are not recommended for survey control.
 TE2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2206.See file dsdata.txt to determine how the superseded data were derived.
 TE2206
 TE2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8352027448(NAD 83)
 TE2206_MARKER: Z = SEE DESCRIPTION
 TE2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2206+STABILITY: SURFACE MOTION
 TE2206
 TE2206  HISTORY     - Date     Condition        Report By
 TE2206  HISTORY     - 1911     MONUMENTED       IBC
 TE2206
 TE2206                          STATION DESCRIPTION
 TE2206
 TE2206'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2206'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2206'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2206'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2206'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2206'
 TE2206'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2206'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2206'---OCTOBER 20, 1818---.
 TE2206'
 TE2206'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2206'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2206'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2206'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2206'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2206'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2206'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2206'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2206'
 TE2206'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2206'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2206'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2206'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2206'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2206'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2206'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2206'AND---CANADA---ON THE WEST SIDE.
 TE2206'
 TE2206'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2206'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2206'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2206'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2206'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2207 ***********************************************************************
 TE2207  DESIGNATION -  BOUNDARY MON 741 CD US
 TE2207  PID         -  TE2207
 TE2207  STATE/COUNTY-  ND/TOWNER
 TE2207  USGS QUAD   -  ROCK LAKE NW (1969)
 TE2207
 TE2207                         *CURRENT SURVEY CONTROL
 TE2207  ___________________________________________________________________
 TE2207* NAD 83(1996)-  48 59 59.02504(N)    099 12 12.16615(W)     ADJUSTED  
 TE2207* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2207  ___________________________________________________________________
 TE2207  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 TE2207  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 TE2207
 TE2207  HORZ ORDER  -  THIRD
 TE2207
 TE2207.The horizontal coordinates were established by classical geodetic methods
 TE2207.and adjusted by the National Geodetic Survey in January 1998..
 TE2207
 TE2207.The orthometric height was scaled from a topographic map.
 TE2207
 TE2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2207
 TE2207.The geoid height was determined by GEOID03.
 TE2207
 TE2207;                    North         East     Units Scale Factor Converg.
 TE2207;SPC ND N     -   223,146.607   694,878.127   MT  1.00006376   +0 57 53.5
 TE2207;SPC ND N     -   732,108.29  2,279,783.88   iFT  1.00006376   +0 57 53.5
 TE2207;UTM  14      - 5,427,445.601   485,124.235   MT  0.99960272   -0 09 12.6
 TE2207
 TE2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2207!SPC ND N     -   0.99992943  x   1.00006376  =   0.99999318
 TE2207!UTM  14      -   0.99992943  x   0.99960272  =   0.99953217
 TE2207
 TE2207:                Primary Azimuth Mark                     Grid Az
 TE2207:SPC ND N     -  BOUNDARY MON 740 CD US                   268 57 42.2
 TE2207:UTM  14      -  BOUNDARY MON 740 CD US                   270 04 48.3
 TE2207
 TE2207|---------------------------------------------------------------------|
 TE2207| PID    Reference Object                     Distance      Geod. Az  |
 TE2207|                                                           dddmmss.s |
 TE2207| TE2206 BOUNDARY MON 740 CD US              APPROX. 1.6 KM 2695535.7 |
 TE2207|---------------------------------------------------------------------|
 TE2207
 TE2207                          SUPERSEDED SURVEY CONTROL
 TE2207
 TE2207  NAD 83(1986)-  48 59 59.01994(N)    099 12 12.14897(W) AD(       ) 3
 TE2207
 TE2207.Superseded values are not recommended for survey control.
 TE2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2207.See file dsdata.txt to determine how the superseded data were derived.
 TE2207
 TE2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8512427446(NAD 83)
 TE2207_MARKER: Z = SEE DESCRIPTION
 TE2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2207+STABILITY: SURFACE MOTION
 TE2207
 TE2207  HISTORY     - Date     Condition        Report By
 TE2207  HISTORY     - 1911     MONUMENTED       IBC
 TE2207
 TE2207                          STATION DESCRIPTION
 TE2207
 TE2207'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2207'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2207'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2207'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2207'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2207'
 TE2207'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2207'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2207'---OCTOBER 20, 1818---.
 TE2207'
 TE2207'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2207'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2207'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2207'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2207'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2207'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2207'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2207'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2207'
 TE2207'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2207'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2207'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2207'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2207'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2207'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2207'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2207'AND---CANADA---ON THE WEST SIDE.
 TE2207'
 TE2207'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2207'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2207'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2207'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2207'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1159 ***********************************************************************
 TE1159  DESIGNATION -  BOUNDARY MON 742 CD US
 TE1159  PID         -  TE1159
 TE1159  STATE/COUNTY-  ND/TOWNER
 TE1159  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1159
 TE1159                         *CURRENT SURVEY CONTROL
 TE1159  ___________________________________________________________________
 TE1159* NAD 83(1996)-  48 59 59.10718(N)    099 10 42.02713(W)     ADJUSTED  
 TE1159* NAVD 88     -       479.409  (meters)    1572.86   (feet)  ADJUSTED  
 TE1159  ___________________________________________________________________
 TE1159  X           -    -668,778.209 (meters)                     COMP
 TE1159  Y           -  -4,139,074.718 (meters)                     COMP
 TE1159  Z           -   4,790,886.173 (meters)                     COMP
 TE1159  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 TE1159  ELLIP HEIGHT-         457.82  (meters)          (01/23/98) GPS OBS
 TE1159  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 TE1159  DYNAMIC HT  -         479.534 (meters)    1573.27  (feet)  COMP
 TE1159  MODELED GRAV-     980,853.9   (mgal)                       NAVD 88
 TE1159
 TE1159  HORZ ORDER  -  FIRST
 TE1159  VERT ORDER  -  SECOND    CLASS 0
 TE1159  ELLP ORDER  -  FOURTH    CLASS I
 TE1159
 TE1159.The horizontal coordinates were established by GPS observations
 TE1159.and adjusted by the National Geodetic Survey in January 1998..
 TE1159
 TE1159.The orthometric height was determined by differential leveling
 TE1159.and adjusted by the National Geodetic Survey in June 1991..
 TE1159.WARNING-GPS observations at this control monument resulted in a GPS
 TE1159.derived orthometric height which differed from the leveled height by
 TE1159.more than one decimeter (0.1 meter).
 TE1159
 TE1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE1159
 TE1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1159
 TE1159.The ellipsoidal height was determined by GPS observations
 TE1159.and is referenced to NAD 83.
 TE1159
 TE1159.The geoid height was determined by GEOID03.
 TE1159
 TE1159.The dynamic height is computed by dividing the NAVD 88
 TE1159.geopotential number by the normal gravity value computed on the
 TE1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1159.degrees latitude (g = 980.6199 gals.).
 TE1159
 TE1159.The modeled gravity was interpolated from observed gravity values.
 TE1159
 TE1159;                    North         East     Units Scale Factor Converg.
 TE1159;SPC ND N     -   223,180.296   696,710.066   MT  1.00006376   +0 59 00.6
 TE1159;SPC ND N     -   732,218.82  2,285,794.18   iFT  1.00006376   +0 59 00.6
 TE1159;UTM  14      - 5,427,443.533   486,955.637   MT  0.99960209   -0 08 04.5
 TE1159
 TE1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1159!SPC ND N     -   0.99992826  x   1.00006376  =   0.99999201
 TE1159!UTM  14      -   0.99992826  x   0.99960209  =   0.99953038
 TE1159
 TE1159:                Primary Azimuth Mark                     Grid Az
 TE1159:SPC ND N     -  BOUNDARY MON 741 CD US                   268 56 47.7
 TE1159:UTM  14      -  BOUNDARY MON 741 CD US                   270 03 52.8
 TE1159
 TE1159|---------------------------------------------------------------------|
 TE1159| PID    Reference Object                     Distance      Geod. Az  |
 TE1159|                                                           dddmmss.s |
 TE1159| TE2207 BOUNDARY MON 741 CD US              APPROX. 1.8 KM 2695548.3 |
 TE1159|---------------------------------------------------------------------|
 TE1159
 TE1159                          SUPERSEDED SURVEY CONTROL
 TE1159
 TE1159  NAD 83(1986)-  48 59 59.10216(N)    099 10 42.00997(W) AD(       ) 1
 TE1159  NGVD 29 (??/??/92)  479.001  (m)         1571.52   (f) ADJ UNCH    2 0
 TE1159
 TE1159.Superseded values are not recommended for survey control.
 TE1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1159.See file dsdata.txt to determine how the superseded data were derived.
 TE1159
 TE1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8695627444(NAD 83)
 TE1159_MARKER: DU = BOUNDARY MARKER
 TE1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1159_STAMPING: 742
 TE1159_MARK LOGO: IBC   
 TE1159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE1159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1159+STABILITY: POSITION/ELEVATION WELL
 TE1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1159+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 TE1159
 TE1159  HISTORY     - Date     Condition        Report By
 TE1159  HISTORY     - 1911     MONUMENTED       IBC
 TE1159  HISTORY     - 1935     GOOD             NGS
 TE1159  HISTORY     - 19880919 GOOD             NGS
 TE1159
 TE1159                          STATION DESCRIPTION
 TE1159
 TE1159'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE1159'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE1159'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE1159'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE1159'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE1159'
 TE1159'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE1159'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE1159'---OCTOBER 20, 1818---.
 TE1159'
 TE1159'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE1159'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE1159'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE1159'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE1159'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE1159'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE1159'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE1159'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE1159'
 TE1159'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE1159'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE1159'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE1159'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE1159'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE1159'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE1159'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE1159'AND---CANADA---ON THE WEST SIDE.
 TE1159'
 TE1159'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE1159'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE1159'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE1159'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE1159'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE1159
 TE1159                          STATION RECOVERY (1935)
 TE1159
 TE1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE1159'12.1 MI NW FROM SARLES.
 TE1159'IN ROLETTE COUNTY, 12.1 MILES NORTHWEST ALONG A SECTION-LINE ROAD FROM
 TE1159'THE GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, AND 0.1
 TE1159'MILES WEST OF BENCH MARK E 57.  INTERNATIONAL BOUNDARY COMMISSION
 TE1159'MARKER 742.
 TE1159
 TE1159                          STATION RECOVERY (1988)
 TE1159
 TE1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE1159'THE MONUMENT IS LOCATED ABOUT 16.09 KM (10.00 MI) NORTHEAST OF
 TE1159'HANSBORO AND ABOUT 12.07 KM (7.50 MI) EAST OF THE HANSBORO, NORTH
 TE1159'DAKOTA - CARTWRIGHT, MANITOBA BORDER CROSSING.
 TE1159'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS AT THE HANSBORO -
 TE1159'CARWRIGHT BORDER CROSSING, GO NORTH ON MANITOBA PROVINCIAL HIGHWAY 5
 TE1159'FOR 1.6 KM (1.00 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO EAST
 TE1159'ON THE GRAVEL ROAD FOR 11.75 KM (7.30 MI) TO A CROSSROAD.  CONTINUE
 TE1159'EAST ON THE GRAVEL ROAD FOR 0.80 KM (0.50 MI) TO A TRACK FIELD ROAD
 TE1159'RIGHT.  TURN RIGHT AND GO SOUTH ON THE TRACK FIELD ROAD FOR 0.88 KM
 TE1159'(0.55 MI) TO A TRACK T-ROAD.  CONTINUE STRAIGHT AHEAD ACROSS A HAY
 TE1159'FIELD FOR .80 KM (0.50 MI) TO A LONE FENCE POST AT THE BOUNDARY.
 TE1159'TURN RIGHT AND GO WEST ALONG THE BOUNDARY FOR 0.16 KM (0.10 MI) TO
 TE1159'THE MONUMENT.
 TE1159'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.02 M
 TE1159'(3.3 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TE1159'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TE1159'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TE1159'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --742-- IS DRILLED NEAR THE
 TE1159'TOP OF THE EAST SIDE OF THE OBELISK.
 TE1159'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TE1159'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2208 ***********************************************************************
 TE2208  DESIGNATION -  BOUNDARY MON 743 CD US
 TE2208  PID         -  TE2208
 TE2208  STATE/COUNTY-  ND/TOWNER
 TE2208  USGS QUAD   -  ROCK LAKE NW (1969)
 TE2208
 TE2208                         *CURRENT SURVEY CONTROL
 TE2208  ___________________________________________________________________
 TE2208* NAD 83(1996)-  48 59 59.17869(N)    099 09 44.25958(W)     ADJUSTED  
 TE2208* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 TE2208  ___________________________________________________________________
 TE2208  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 TE2208  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 TE2208
 TE2208  HORZ ORDER  -  THIRD
 TE2208
 TE2208.The horizontal coordinates were established by classical geodetic methods
 TE2208.and adjusted by the National Geodetic Survey in January 1998..
 TE2208
 TE2208.The orthometric height was scaled from a topographic map.
 TE2208
 TE2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2208
 TE2208.The geoid height was determined by GEOID03.
 TE2208
 TE2208;                    North         East     Units Scale Factor Converg.
 TE2208;SPC ND N     -   223,202.782   697,884.088   MT  1.00006377   +0 59 43.6
 TE2208;SPC ND N     -   732,292.59  2,289,645.96   iFT  1.00006377   +0 59 43.6
 TE2208;UTM  14      - 5,427,443.108   488,129.331   MT  0.99960173   -0 07 20.9
 TE2208
 TE2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2208!SPC ND N     -   0.99992866  x   1.00006377  =   0.99999242
 TE2208!UTM  14      -   0.99992866  x   0.99960173  =   0.99953041
 TE2208
 TE2208:                Primary Azimuth Mark                     Grid Az
 TE2208:SPC ND N     -  BOUNDARY MON 742 CD US                   268 54 10.1
 TE2208:UTM  14      -  BOUNDARY MON 742 CD US                   270 01 14.6
 TE2208
 TE2208|---------------------------------------------------------------------|
 TE2208| PID    Reference Object                     Distance      Geod. Az  |
 TE2208|                                                           dddmmss.s |
 TE2208| TE1159 BOUNDARY MON 742 CD US              APPROX. 1.2 KM 2695353.7 |
 TE2208|---------------------------------------------------------------------|
 TE2208
 TE2208                          SUPERSEDED SURVEY CONTROL
 TE2208
 TE2208  NAD 83(1986)-  48 59 59.17344(N)    099 09 44.24236(W) AD(       ) 3
 TE2208
 TE2208.Superseded values are not recommended for survey control.
 TE2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2208.See file dsdata.txt to determine how the superseded data were derived.
 TE2208
 TE2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8812927443(NAD 83)
 TE2208_MARKER: Z = SEE DESCRIPTION
 TE2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2208+STABILITY: SURFACE MOTION
 TE2208
 TE2208  HISTORY     - Date     Condition        Report By
 TE2208  HISTORY     - 1911     MONUMENTED       IBC
 TE2208
 TE2208                          STATION DESCRIPTION
 TE2208
 TE2208'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2208'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2208'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2208'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2208'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2208'
 TE2208'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2208'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2208'---OCTOBER 20, 1818---.
 TE2208'
 TE2208'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2208'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2208'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2208'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2208'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2208'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2208'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2208'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2208'
 TE2208'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2208'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2208'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2208'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2208'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2208'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2208'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2208'AND---CANADA---ON THE WEST SIDE.
 TE2208'
 TE2208'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2208'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2208'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2208'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2208'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2209 ***********************************************************************
 TE2209  DESIGNATION -  BOUNDARY MON 744 CD US
 TE2209  PID         -  TE2209
 TE2209  STATE/COUNTY-  ND/TOWNER
 TE2209  USGS QUAD   -  ROCK LAKE NW (1969)
 TE2209
 TE2209                         *CURRENT SURVEY CONTROL
 TE2209  ___________________________________________________________________
 TE2209* NAD 83(1996)-  48 59 59.33184(N)    099 07 33.43359(W)     ADJUSTED  
 TE2209* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 TE2209  ___________________________________________________________________
 TE2209  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 TE2209  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 TE2209
 TE2209  HORZ ORDER  -  THIRD
 TE2209
 TE2209.The horizontal coordinates were established by classical geodetic methods
 TE2209.and adjusted by the National Geodetic Survey in January 1998..
 TE2209
 TE2209.The orthometric height was scaled from a topographic map.
 TE2209
 TE2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2209
 TE2209.The geoid height was determined by GEOID03.
 TE2209
 TE2209;                    North         East     Units Scale Factor Converg.
 TE2209;SPC ND N     -   223,254.339   700,542.876   MT  1.00006378   +1 01 20.9
 TE2209;SPC ND N     -   732,461.74  2,298,369.02   iFT  1.00006378   +1 01 20.9
 TE2209;UTM  14      - 5,427,442.791   490,787.390   MT  0.99960104   -0 05 42.2
 TE2209
 TE2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2209!SPC ND N     -   0.99992773  x   1.00006378  =   0.99999150
 TE2209!UTM  14      -   0.99992773  x   0.99960104  =   0.99952880
 TE2209
 TE2209:                Primary Azimuth Mark                     Grid Az
 TE2209:SPC ND N     -  BOUNDARY MON 743 CD US                   268 53 21.5
 TE2209:UTM  14      -  BOUNDARY MON 743 CD US                   270 00 24.6
 TE2209
 TE2209|---------------------------------------------------------------------|
 TE2209| PID    Reference Object                     Distance      Geod. Az  |
 TE2209|                                                           dddmmss.s |
 TE2209| TE2208 BOUNDARY MON 743 CD US              APPROX. 2.7 KM 2695442.4 |
 TE2209|---------------------------------------------------------------------|
 TE2209
 TE2209                          SUPERSEDED SURVEY CONTROL
 TE2209
 TE2209  NAD 83(1986)-  48 59 59.32607(N)    099 07 33.41622(W) AD(       ) 3
 TE2209
 TE2209.Superseded values are not recommended for survey control.
 TE2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2209.See file dsdata.txt to determine how the superseded data were derived.
 TE2209
 TE2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9078727443(NAD 83)
 TE2209_MARKER: Z = SEE DESCRIPTION
 TE2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2209_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2209+STABILITY: SURFACE MOTION
 TE2209
 TE2209  HISTORY     - Date     Condition        Report By
 TE2209  HISTORY     - 1911     MONUMENTED       IBC
 TE2209
 TE2209                          STATION DESCRIPTION
 TE2209
 TE2209'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2209'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2209'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2209'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2209'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2209'
 TE2209'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2209'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2209'---OCTOBER 20, 1818---.
 TE2209'
 TE2209'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2209'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2209'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2209'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2209'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2209'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2209'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2209'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2209'
 TE2209'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2209'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2209'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2209'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2209'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2209'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2209'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2209'AND---CANADA---ON THE WEST SIDE.
 TE2209'
 TE2209'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2209'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2209'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2209'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2209'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2210 ***********************************************************************
 TE2210  DESIGNATION -  BOUNDARY MON 745 CD US
 TE2210  PID         -  TE2210
 TE2210  STATE/COUNTY-  ND/TOWNER
 TE2210  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2210
 TE2210                         *CURRENT SURVEY CONTROL
 TE2210  ___________________________________________________________________
 TE2210* NAD 83(1996)-  48 59 59.46606(N)    099 05 42.80185(W)     ADJUSTED  
 TE2210* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 TE2210  ___________________________________________________________________
 TE2210  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 TE2210  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 TE2210
 TE2210  HORZ ORDER  -  THIRD
 TE2210
 TE2210.The horizontal coordinates were established by classical geodetic methods
 TE2210.and adjusted by the National Geodetic Survey in January 1998..
 TE2210
 TE2210.The orthometric height was scaled from a topographic map.
 TE2210
 TE2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2210
 TE2210.The geoid height was determined by GEOID03.
 TE2210
 TE2210;                    North         East     Units Scale Factor Converg.
 TE2210;SPC ND N     -   223,299.062   702,791.231   MT  1.00006379   +1 02 43.2
 TE2210;SPC ND N     -   732,608.47  2,305,745.51   iFT  1.00006379   +1 02 43.2
 TE2210;UTM  14      - 5,427,443.661   493,035.148   MT  0.99960060   -0 04 18.7
 TE2210
 TE2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2210!SPC ND N     -   0.99992664  x   1.00006379  =   0.99999042
 TE2210!UTM  14      -   0.99992664  x   0.99960060  =   0.99952727
 TE2210
 TE2210:                Primary Azimuth Mark                     Grid Az
 TE2210:SPC ND N     -  BOUNDARY MON 744 CD US                   268 51 38.2
 TE2210:UTM  14      -  BOUNDARY MON 744 CD US                   269 58 40.1
 TE2210
 TE2210|---------------------------------------------------------------------|
 TE2210| PID    Reference Object                     Distance      Geod. Az  |
 TE2210|                                                           dddmmss.s |
 TE2210| TE2209 BOUNDARY MON 744 CD US              APPROX. 2.2 KM 2695421.4 |
 TE2210|---------------------------------------------------------------------|
 TE2210
 TE2210                          SUPERSEDED SURVEY CONTROL
 TE2210
 TE2210  NAD 83(1986)-  48 59 59.45984(N)    099 05 42.78433(W) AD(       ) 3
 TE2210
 TE2210.Superseded values are not recommended for survey control.
 TE2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2210.See file dsdata.txt to determine how the superseded data were derived.
 TE2210
 TE2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9303527444(NAD 83)
 TE2210_MARKER: Z = SEE DESCRIPTION
 TE2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2210+STABILITY: SURFACE MOTION
 TE2210
 TE2210  HISTORY     - Date     Condition        Report By
 TE2210  HISTORY     - 1911     MONUMENTED       IBC
 TE2210
 TE2210                          STATION DESCRIPTION
 TE2210
 TE2210'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2210'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2210'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2210'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2210'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2210'
 TE2210'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2210'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2210'---OCTOBER 20, 1818---.
 TE2210'
 TE2210'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2210'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2210'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2210'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2210'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2210'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2210'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2210'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2210'
 TE2210'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2210'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2210'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2210'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2210'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2210'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2210'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2210'AND---CANADA---ON THE WEST SIDE.
 TE2210'
 TE2210'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2210'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2210'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2210'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2210'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2211 ***********************************************************************
 TE2211  DESIGNATION -  BOUNDARY MON 746 CD US
 TE2211  PID         -  TE2211
 TE2211  STATE/COUNTY-  ND/TOWNER
 TE2211  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2211
 TE2211                         *CURRENT SURVEY CONTROL
 TE2211  ___________________________________________________________________
 TE2211* NAD 83(1996)-  48 59 59.55605(N)    099 04 16.94388(W)     ADJUSTED  
 TE2211* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 TE2211  ___________________________________________________________________
 TE2211  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 TE2211  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 TE2211
 TE2211  HORZ ORDER  -  THIRD
 TE2211
 TE2211.The horizontal coordinates were established by classical geodetic methods
 TE2211.and adjusted by the National Geodetic Survey in January 1998..
 TE2211
 TE2211.The orthometric height was scaled from a topographic map.
 TE2211
 TE2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2211
 TE2211.The geoid height was determined by GEOID03.
 TE2211
 TE2211;                    North         East     Units Scale Factor Converg.
 TE2211;SPC ND N     -   223,333.951   704,536.107   MT  1.00006380   +1 03 47.1
 TE2211;SPC ND N     -   732,722.94  2,311,470.17   iFT  1.00006380   +1 03 47.1
 TE2211;UTM  14      - 5,427,444.526   494,779.564   MT  0.99960033   -0 03 13.9
 TE2211
 TE2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2211!SPC ND N     -   0.99992727  x   1.00006380  =   0.99999107
 TE2211!UTM  14      -   0.99992727  x   0.99960033  =   0.99952763
 TE2211
 TE2211:                Primary Azimuth Mark                     Grid Az
 TE2211:SPC ND N     -  BOUNDARY MON 745 CD US                   268 51 16.7
 TE2211:UTM  14      -  BOUNDARY MON 745 CD US                   269 58 17.7
 TE2211
 TE2211|---------------------------------------------------------------------|
 TE2211| PID    Reference Object                     Distance      Geod. Az  |
 TE2211|                                                           dddmmss.s |
 TE2211| TE2210 BOUNDARY MON 745 CD US              APPROX. 1.7 KM 2695503.8 |
 TE2211|---------------------------------------------------------------------|
 TE2211
 TE2211                          SUPERSEDED SURVEY CONTROL
 TE2211
 TE2211  NAD 83(1986)-  48 59 59.54960(N)    099 04 16.92621(W) AD(       ) 3
 TE2211
 TE2211.Superseded values are not recommended for survey control.
 TE2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2211.See file dsdata.txt to determine how the superseded data were derived.
 TE2211
 TE2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9478027445(NAD 83)
 TE2211_MARKER: Z = SEE DESCRIPTION
 TE2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2211+STABILITY: SURFACE MOTION
 TE2211
 TE2211  HISTORY     - Date     Condition        Report By
 TE2211  HISTORY     - 1911     MONUMENTED       IBC
 TE2211
 TE2211                          STATION DESCRIPTION
 TE2211
 TE2211'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2211'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2211'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2211'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2211'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2211'
 TE2211'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2211'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2211'---OCTOBER 20, 1818---.
 TE2211'
 TE2211'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2211'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2211'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2211'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2211'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2211'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2211'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2211'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2211'
 TE2211'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2211'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2211'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2211'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2211'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2211'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2211'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2211'AND---CANADA---ON THE WEST SIDE.
 TE2211'
 TE2211'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2211'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2211'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2211'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2211'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2212 ***********************************************************************
 TE2212  DESIGNATION -  BOUNDARY MON 747 CD US
 TE2212  PID         -  TE2212
 TE2212  STATE/COUNTY-  ND/TOWNER
 TE2212  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2212
 TE2212                         *CURRENT SURVEY CONTROL
 TE2212  ___________________________________________________________________
 TE2212* NAD 83(1996)-  48 59 59.63556(N)    099 03 00.91148(W)     ADJUSTED  
 TE2212* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 TE2212  ___________________________________________________________________
 TE2212  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 TE2212  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 TE2212
 TE2212  HORZ ORDER  -  THIRD
 TE2212
 TE2212.The horizontal coordinates were established by classical geodetic methods
 TE2212.and adjusted by the National Geodetic Survey in January 1998..
 TE2212
 TE2212.The orthometric height was scaled from a topographic map.
 TE2212
 TE2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2212
 TE2212.The geoid height was determined by GEOID03.
 TE2212
 TE2212;                    North         East     Units Scale Factor Converg.
 TE2212;SPC ND N     -   223,365.293   706,081.289   MT  1.00006381   +1 04 43.7
 TE2212;SPC ND N     -   732,825.76  2,316,539.66   iFT  1.00006381   +1 04 43.7
 TE2212;UTM  14      - 5,427,445.744   496,324.348   MT  0.99960017   -0 02 16.5
 TE2212
 TE2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2212!SPC ND N     -   0.99992791  x   1.00006381  =   0.99999171
 TE2212!UTM  14      -   0.99992791  x   0.99960017  =   0.99952811
 TE2212
 TE2212|---------------------------------------------------------------------|
 TE2212| PID    Reference Object                     Distance      Geod. Az  |
 TE2212|                                                           dddmmss.s |
 TE2212| TE2213 BOUNDARY MON 748 CD US              229.117 METERS 08955     |
 TE2212| TE2211 BOUNDARY MON 746 CD US              APPROX. 1.5 KM 2695500.9 |
 TE2212|---------------------------------------------------------------------|
 TE2212
 TE2212                          SUPERSEDED SURVEY CONTROL
 TE2212
 TE2212  NAD 83(1986)-  48 59 59.62906(N)    099 03 00.89366(W) AD(       ) 3
 TE2212
 TE2212.Superseded values are not recommended for survey control.
 TE2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2212.See file dsdata.txt to determine how the superseded data were derived.
 TE2212
 TE2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9632427446(NAD 83)
 TE2212_MARKER: Z = SEE DESCRIPTION
 TE2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2212+STABILITY: SURFACE MOTION
 TE2212
 TE2212  HISTORY     - Date     Condition        Report By
 TE2212  HISTORY     - 1911     MONUMENTED       IBC
 TE2212
 TE2212                          STATION DESCRIPTION
 TE2212
 TE2212'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2212'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2212'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2212'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2212'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2212'
 TE2212'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2212'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2212'---OCTOBER 20, 1818---.
 TE2212'
 TE2212'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2212'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2212'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2212'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2212'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2212'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2212'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2212'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2212'
 TE2212'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2212'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2212'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2212'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2212'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2212'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2212'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2212'AND---CANADA---ON THE WEST SIDE.
 TE2212'
 TE2212'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2212'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2212'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2212'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2212'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2213 ***********************************************************************
 TE2213  DESIGNATION -  BOUNDARY MON 748 CD US
 TE2213  PID         -  TE2213
 TE2213  STATE/COUNTY-  ND/TOWNER
 TE2213  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2213
 TE2213                         *CURRENT SURVEY CONTROL
 TE2213  ___________________________________________________________________
 TE2213* NAD 83(1996)-  48 59 59.64615(N)    099 02 49.63910(W)     ADJUSTED  
 TE2213* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 TE2213  ___________________________________________________________________
 TE2213  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 TE2213  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 TE2213
 TE2213  HORZ ORDER  -  THIRD
 TE2213
 TE2213.The horizontal coordinates were established by classical geodetic methods
 TE2213.and adjusted by the National Geodetic Survey in January 1998..
 TE2213
 TE2213.The orthometric height was scaled from a topographic map.
 TE2213
 TE2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2213
 TE2213.The geoid height was determined by GEOID03.
 TE2213
 TE2213;                    North         East     Units Scale Factor Converg.
 TE2213;SPC ND N     -   223,369.939   706,310.374   MT  1.00006381   +1 04 52.1
 TE2213;SPC ND N     -   732,841.01  2,317,291.25   iFT  1.00006381   +1 04 52.1
 TE2213;UTM  14      - 5,427,445.924   496,553.373   MT  0.99960015   -0 02 08.0
 TE2213
 TE2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2213!SPC ND N     -   0.99992853  x   1.00006381  =   0.99999234
 TE2213!UTM  14      -   0.99992853  x   0.99960015  =   0.99952871
 TE2213
 TE2213|---------------------------------------------------------------------|
 TE2213| PID    Reference Object                     Distance      Geod. Az  |
 TE2213|                                                           dddmmss.s |
 TE2213| TE2212 BOUNDARY MON 747 CD US              229.117 METERS 26955     |
 TE2213|---------------------------------------------------------------------|
 TE2213
 TE2213                          SUPERSEDED SURVEY CONTROL
 TE2213
 TE2213  NAD 83(1986)-  48 59 59.63966(N)    099 02 49.62120(W) AD(       ) 3
 TE2213
 TE2213.Superseded values are not recommended for survey control.
 TE2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2213.See file dsdata.txt to determine how the superseded data were derived.
 TE2213
 TE2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9655327446(NAD 83)
 TE2213_MARKER: Z = SEE DESCRIPTION
 TE2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2213+STABILITY: SURFACE MOTION
 TE2213
 TE2213  HISTORY     - Date     Condition        Report By
 TE2213  HISTORY     - 1911     MONUMENTED       IBC
 TE2213
 TE2213                          STATION DESCRIPTION
 TE2213
 TE2213'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2213'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2213'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2213'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2213'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2213'
 TE2213'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2213'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2213'---OCTOBER 20, 1818---.
 TE2213'
 TE2213'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2213'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2213'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2213'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2213'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2213'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2213'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2213'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2213'
 TE2213'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2213'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2213'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2213'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2213'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2213'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2213'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2213'AND---CANADA---ON THE WEST SIDE.
 TE2213'
 TE2213'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2213'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2213'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2213'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2213'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2214 ***********************************************************************
 TE2214  DESIGNATION -  BOUNDARY MON 749 CD US
 TE2214  PID         -  TE2214
 TE2214  STATE/COUNTY-  ND/TOWNER
 TE2214  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2214
 TE2214                         *CURRENT SURVEY CONTROL
 TE2214  ___________________________________________________________________
 TE2214* NAD 83(1996)-  48 59 59.74079(N)    099 01 30.35116(W)     ADJUSTED  
 TE2214* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 TE2214  ___________________________________________________________________
 TE2214  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 TE2214  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 TE2214
 TE2214  HORZ ORDER  -  THIRD
 TE2214
 TE2214.The horizontal coordinates were established by classical geodetic methods
 TE2214.and adjusted by the National Geodetic Survey in January 1998..
 TE2214
 TE2214.The orthometric height was scaled from a topographic map.
 TE2214
 TE2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2214
 TE2214.The geoid height was determined by GEOID03.
 TE2214
 TE2214;                    North         East     Units Scale Factor Converg.
 TE2214;SPC ND N     -   223,403.502   707,921.700   MT  1.00006381   +1 05 51.1
 TE2214;SPC ND N     -   732,951.12  2,322,577.76   iFT  1.00006381   +1 05 51.1
 TE2214;UTM  14      - 5,427,448.080   498,164.300   MT  0.99960004   -0 01 08.2
 TE2214
 TE2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2214!SPC ND N     -   0.99992901  x   1.00006381  =   0.99999282
 TE2214!UTM  14      -   0.99992901  x   0.99960004  =   0.99952908
 TE2214
 TE2214:                Primary Azimuth Mark                     Grid Az
 TE2214:SPC ND N     -  BOUNDARY MON 748 CD US                   268 48 24.6
 TE2214:UTM  14      -  BOUNDARY MON 748 CD US                   269 55 23.9
 TE2214
 TE2214|---------------------------------------------------------------------|
 TE2214| PID    Reference Object                     Distance      Geod. Az  |
 TE2214|                                                           dddmmss.s |
 TE2214| TE2213 BOUNDARY MON 748 CD US              APPROX. 1.6 KM 2695415.7 |
 TE2214|---------------------------------------------------------------------|
 TE2214
 TE2214                          SUPERSEDED SURVEY CONTROL
 TE2214
 TE2214  NAD 83(1986)-  48 59 59.73448(N)    099 01 30.33311(W) AD(       ) 3
 TE2214
 TE2214.Superseded values are not recommended for survey control.
 TE2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2214.See file dsdata.txt to determine how the superseded data were derived.
 TE2214
 TE2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9816427448(NAD 83)
 TE2214_MARKER: Z = SEE DESCRIPTION
 TE2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2214+STABILITY: SURFACE MOTION
 TE2214
 TE2214  HISTORY     - Date     Condition        Report By
 TE2214  HISTORY     - 1911     MONUMENTED       IBC
 TE2214
 TE2214                          STATION DESCRIPTION
 TE2214
 TE2214'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2214'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2214'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2214'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2214'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2214'
 TE2214'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2214'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2214'---OCTOBER 20, 1818---.
 TE2214'
 TE2214'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2214'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2214'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2214'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2214'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2214'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2214'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2214'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2214'
 TE2214'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2214'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2214'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2214'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2214'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2214'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2214'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2214'AND---CANADA---ON THE WEST SIDE.
 TE2214'
 TE2214'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2214'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2214'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2214'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2214'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2215 ***********************************************************************
 TE2215  DESIGNATION -  BOUNDARY MON 750 CD US
 TE2215  PID         -  TE2215
 TE2215  STATE/COUNTY-  ND/TOWNER
 TE2215  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2215
 TE2215                         *CURRENT SURVEY CONTROL
 TE2215  ___________________________________________________________________
 TE2215* NAD 83(1996)-  48 59 59.79560(N)    099 00 37.09006(W)     ADJUSTED  
 TE2215* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2215  ___________________________________________________________________
 TE2215  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 TE2215  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 TE2215
 TE2215  HORZ ORDER  -  THIRD
 TE2215
 TE2215.The horizontal coordinates were established by classical geodetic methods
 TE2215.and adjusted by the National Geodetic Survey in January 1998..
 TE2215
 TE2215.The orthometric height was scaled from a topographic map.
 TE2215
 TE2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2215
 TE2215.The geoid height was determined by GEOID03.
 TE2215
 TE2215;                    North         East     Units Scale Factor Converg.
 TE2215;SPC ND N     -   223,426.036   709,004.096   MT  1.00006382   +1 06 30.7
 TE2215;SPC ND N     -   733,025.05  2,326,128.92   iFT  1.00006382   +1 06 30.7
 TE2215;UTM  14      - 5,427,449.520   499,246.427   MT  0.99960001   -0 00 28.0
 TE2215
 TE2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2215!SPC ND N     -   0.99992949  x   1.00006382  =   0.99999330
 TE2215!UTM  14      -   0.99992949  x   0.99960001  =   0.99952952
 TE2215
 TE2215:                Primary Azimuth Mark                     Grid Az
 TE2215:SPC ND N     -  BOUNDARY MON 749 CD US                   268 48 26.8
 TE2215:UTM  14      -  BOUNDARY MON 749 CD US                   269 55 25.5
 TE2215
 TE2215|---------------------------------------------------------------------|
 TE2215| PID    Reference Object                     Distance      Geod. Az  |
 TE2215|                                                           dddmmss.s |
 TE2215| TE2214 BOUNDARY MON 749 CD US              APPROX. 1.1 KM 2695457.5 |
 TE2215|---------------------------------------------------------------------|
 TE2215
 TE2215                          SUPERSEDED SURVEY CONTROL
 TE2215
 TE2215  NAD 83(1986)-  48 59 59.78944(N)    099 00 37.07192(W) AD(       ) 3
 TE2215
 TE2215.Superseded values are not recommended for survey control.
 TE2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2215.See file dsdata.txt to determine how the superseded data were derived.
 TE2215
 TE2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9924627450(NAD 83)
 TE2215_MARKER: Z = SEE DESCRIPTION
 TE2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2215+STABILITY: SURFACE MOTION
 TE2215
 TE2215  HISTORY     - Date     Condition        Report By
 TE2215  HISTORY     - 1911     MONUMENTED       IBC
 TE2215
 TE2215                          STATION DESCRIPTION
 TE2215
 TE2215'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2215'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2215'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2215'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2215'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2215'
 TE2215'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2215'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2215'---OCTOBER 20, 1818---.
 TE2215'
 TE2215'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2215'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2215'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2215'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2215'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2215'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2215'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2215'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2215'
 TE2215'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2215'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2215'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2215'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2215'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2215'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2215'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2215'AND---CANADA---ON THE WEST SIDE.
 TE2215'
 TE2215'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2215'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2215'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2215'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2215'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2216 ***********************************************************************
 TE2216  DESIGNATION -  BOUNDARY MON 751 CD US
 TE2216  PID         -  TE2216
 TE2216  STATE/COUNTY-  ND/TOWNER
 TE2216  USGS QUAD   -  ROCK LAKE NE (1969)
 TE2216
 TE2216                         *CURRENT SURVEY CONTROL
 TE2216  ___________________________________________________________________
 TE2216* NAD 83(1996)-  48 59 59.82226(N)    099 00 08.21907(W)     ADJUSTED  
 TE2216* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2216  ___________________________________________________________________
 TE2216  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 TE2216  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 TE2216
 TE2216  HORZ ORDER  -  THIRD
 TE2216
 TE2216.The horizontal coordinates were established by classical geodetic methods
 TE2216.and adjusted by the National Geodetic Survey in January 1998..
 TE2216
 TE2216.The orthometric height was scaled from a topographic map.
 TE2216
 TE2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2216
 TE2216.The geoid height was determined by GEOID03.
 TE2216
 TE2216;                    North         East     Units Scale Factor Converg.
 TE2216;SPC ND N     -   223,438.243   709,590.824   MT  1.00006382   +1 06 52.2
 TE2216;SPC ND N     -   733,065.10  2,328,053.88   iFT  1.00006382   +1 06 52.2
 TE2216;UTM  14      - 5,427,450.295   499,833.010   MT  0.99960000   -0 00 06.2
 TE2216
 TE2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2216!SPC ND N     -   0.99992949  x   1.00006382  =   0.99999330
 TE2216!UTM  14      -   0.99992949  x   0.99960000  =   0.99952952
 TE2216
 TE2216:                Primary Azimuth Mark                     Grid Az
 TE2216:SPC ND N     -  BOUNDARY MON 750 CD US                   268 48 29.2
 TE2216:UTM  14      -  BOUNDARY MON 750 CD US                   269 55 27.6
 TE2216
 TE2216|---------------------------------------------------------------------|
 TE2216| PID    Reference Object                     Distance      Geod. Az  |
 TE2216|                                                           dddmmss.s |
 TE2216| TE2215 BOUNDARY MON 750 CD US              APPROX. 0.6 KM 2695521.4 |
 TE2216|---------------------------------------------------------------------|
 TE2216
 TE2216                          SUPERSEDED SURVEY CONTROL
 TE2216
 TE2216  NAD 83(1986)-  48 59 59.81619(N)    099 00 08.20083(W) AD(       ) 3
 TE2216
 TE2216.Superseded values are not recommended for survey control.
 TE2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2216.See file dsdata.txt to determine how the superseded data were derived.
 TE2216
 TE2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9983327450(NAD 83)
 TE2216_MARKER: Z = SEE DESCRIPTION
 TE2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2216+STABILITY: SURFACE MOTION
 TE2216
 TE2216  HISTORY     - Date     Condition        Report By
 TE2216  HISTORY     - 1911     MONUMENTED       IBC
 TE2216
 TE2216                          STATION DESCRIPTION
 TE2216
 TE2216'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2216'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2216'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2216'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2216'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2216'
 TE2216'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2216'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2216'---OCTOBER 20, 1818---.
 TE2216'
 TE2216'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2216'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2216'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2216'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2216'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2216'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2216'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2216'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2216'
 TE2216'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2216'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2216'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2216'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2216'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2216'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2216'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2216'AND---CANADA---ON THE WEST SIDE.
 TE2216'
 TE2216'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2216'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2216'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2216'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2216'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2217 ***********************************************************************
 TE2217  DESIGNATION -  BOUNDARY MON 752 CD US
 TE2217  PID         -  TE2217
 TE2217  STATE/COUNTY-  ND/CAVALIER
 TE2217  USGS QUAD   -  SARLES (1970)
 TE2217
 TE2217                         *CURRENT SURVEY CONTROL
 TE2217  ___________________________________________________________________
 TE2217* NAD 83(1996)-  48 59 59.90694(N)    098 58 48.81585(W)     ADJUSTED  
 TE2217* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 TE2217  ___________________________________________________________________
 TE2217  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 TE2217  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 TE2217
 TE2217  HORZ ORDER  -  THIRD
 TE2217
 TE2217.The horizontal coordinates were established by classical geodetic methods
 TE2217.and adjusted by the National Geodetic Survey in January 1998..
 TE2217
 TE2217.The orthometric height was scaled from a topographic map.
 TE2217
 TE2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2217
 TE2217.The geoid height was determined by GEOID03.
 TE2217
 TE2217;                    North         East     Units Scale Factor Converg.
 TE2217;SPC ND N     -   223,472.484   711,204.478   MT  1.00006383   +1 07 51.3
 TE2217;SPC ND N     -   733,177.44  2,333,348.02   iFT  1.00006383   +1 07 51.3
 TE2217;UTM  14      - 5,427,453.096   501,446.275   MT  0.99960003   +0 00 53.7
 TE2217
 TE2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2217!SPC ND N     -   0.99992981  x   1.00006383  =   0.99999363
 TE2217!UTM  14      -   0.99992981  x   0.99960003  =   0.99952987
 TE2217
 TE2217:                Primary Azimuth Mark                     Grid Az
 TE2217:SPC ND N     -  BOUNDARY MON 753                         088 43 11.0
 TE2217:UTM  14      -  BOUNDARY MON 753                         089 50 08.6
 TE2217
 TE2217|---------------------------------------------------------------------|
 TE2217| PID    Reference Object                     Distance      Geod. Az  |
 TE2217|                                                           dddmmss.s |
 TE2217| TE2218 BOUNDARY MON 753                    APPROX. 1.6 KM 0895102.3 |
 TE2217|---------------------------------------------------------------------|
 TE2217
 TE2217                          SUPERSEDED SURVEY CONTROL
 TE2217
 TE2217  NAD 83(1986)-  48 59 59.90112(N)    098 58 48.79751(W) AD(       ) 3
 TE2217
 TE2217.Superseded values are not recommended for survey control.
 TE2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2217.See file dsdata.txt to determine how the superseded data were derived.
 TE2217
 TE2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0144627453(NAD 83)
 TE2217_MARKER: Z = SEE DESCRIPTION
 TE2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2217+STABILITY: SURFACE MOTION
 TE2217
 TE2217  HISTORY     - Date     Condition        Report By
 TE2217  HISTORY     - 1911     MONUMENTED       IBC
 TE2217
 TE2217                          STATION DESCRIPTION
 TE2217
 TE2217'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2217'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2217'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2217'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2217'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2217'
 TE2217'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2217'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2217'---OCTOBER 20, 1818---.
 TE2217'
 TE2217'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2217'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2217'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2217'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2217'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2217'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2217'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2217'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2217'
 TE2217'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2217'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2217'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2217'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2217'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2217'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2217'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2217'AND---CANADA---ON THE WEST SIDE.
 TE2217'
 TE2217'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2217'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2217'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2217'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2217'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2218 ***********************************************************************
 TE2218  DESIGNATION -  BOUNDARY MON 753
 TE2218  PID         -  TE2218
 TE2218  STATE/COUNTY-  ND/CAVALIER
 TE2218  USGS QUAD   -  
 TE2218
 TE2218                         *CURRENT SURVEY CONTROL
 TE2218  ___________________________________________________________________
 TE2218* NAD 83(1996)-  49 00 00.03547(N)    098 57 29.46109(W)     ADJUSTED  
 TE2218* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 TE2218  ___________________________________________________________________
 TE2218  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 TE2218  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 TE2218
 TE2218  HORZ ORDER  -  THIRD
 TE2218
 TE2218.The horizontal coordinates were established by classical geodetic methods
 TE2218.and adjusted by the National Geodetic Survey in January 1998..
 TE2218
 TE2218.The orthometric height was scaled from a topographic map.
 TE2218
 TE2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2218
 TE2218.The geoid height was determined by GEOID03.
 TE2218
 TE2218;                    North         East     Units Scale Factor Converg.
 TE2218;SPC ND N     -   223,508.521   712,817.108   MT  1.00006384   +1 08 50.3
 TE2218;SPC ND N     -   733,295.67  2,338,638.81   iFT  1.00006384   +1 08 50.3
 TE2218;UTM  14      - 5,427,457.719   503,058.554   MT  0.99960011   +0 01 53.6
 TE2218
 TE2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2218!SPC ND N     -   0.99992981  x   1.00006384  =   0.99999365
 TE2218!UTM  14      -   0.99992981  x   0.99960011  =   0.99952995
 TE2218
 TE2218:                Primary Azimuth Mark                     Grid Az
 TE2218:SPC ND N     -  BOUNDARY MON 752 CD US                   268 43 11.9
 TE2218:UTM  14      -  BOUNDARY MON 752 CD US                   269 50 08.6
 TE2218
 TE2218|---------------------------------------------------------------------|
 TE2218| PID    Reference Object                     Distance      Geod. Az  |
 TE2218|                                                           dddmmss.s |
 TE2218| TE2217 BOUNDARY MON 752 CD US              APPROX. 1.6 KM 2695202.2 |
 TE2218|---------------------------------------------------------------------|
 TE2218
 TE2218                          SUPERSEDED SURVEY CONTROL
 TE2218
 TE2218  NAD 83(1986)-  49 00 00.02985(N)    098 57 29.44267(W) AD(       ) 3
 TE2218
 TE2218.Superseded values are not recommended for survey control.
 TE2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2218.See file dsdata.txt to determine how the superseded data were derived.
 TE2218
 TE2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0305927458(NAD 83)
 TE2218_MARKER: Z = SEE DESCRIPTION
 TE2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2218_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2218+STABILITY: SURFACE MOTION
 TE2218
 TE2218  HISTORY     - Date     Condition        Report By
 TE2218  HISTORY     - 1911     MONUMENTED       IBC
 TE2218
 TE2218                          STATION DESCRIPTION
 TE2218
 TE2218'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2218'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2218'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2218'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2218'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2218'
 TE2218'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2218'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2218'---OCTOBER 20, 1818---.
 TE2218'
 TE2218'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2218'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2218'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2218'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2218'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2218'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2218'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2218'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2218'
 TE2218'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2218'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2218'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2218'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2218'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2218'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2218'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2218'AND---CANADA---ON THE WEST SIDE.
 TE2218'
 TE2218'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2218'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2218'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2218'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2218'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2219 ***********************************************************************
 TE2219  DESIGNATION -  BOUNDARY MON 753 A 66
 TE2219  PID         -  TE2219
 TE2219  STATE/COUNTY-  ND/CAVALIER
 TE2219  USGS QUAD   -  
 TE2219
 TE2219                         *CURRENT SURVEY CONTROL
 TE2219  ___________________________________________________________________
 TE2219* NAD 83(1996)-  49 00 00.10137(N)    098 56 18.31034(W)     ADJUSTED  
 TE2219* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2219  ___________________________________________________________________
 TE2219  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 TE2219  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 TE2219
 TE2219  HORZ ORDER  -  THIRD
 TE2219
 TE2219.The horizontal coordinates were established by classical geodetic methods
 TE2219.and adjusted by the National Geodetic Survey in January 1998..
 TE2219.No horizontal observational check was made to the station.
 TE2219
 TE2219.The orthometric height was scaled from a topographic map.
 TE2219
 TE2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2219
 TE2219.The geoid height was determined by GEOID03.
 TE2219
 TE2219;                    North         East     Units Scale Factor Converg.
 TE2219;SPC ND N     -   223,539.700   714,263.040   MT  1.00006384   +1 09 43.3
 TE2219;SPC ND N     -   733,397.97  2,343,382.68   iFT  1.00006384   +1 09 43.3
 TE2219;UTM  14      - 5,427,460.738   504,504.148   MT  0.99960025   +0 02 47.3
 TE2219
 TE2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2219!SPC ND N     -   0.99992998  x   1.00006384  =   0.99999381
 TE2219!UTM  14      -   0.99992998  x   0.99960025  =   0.99953025
 TE2219
 TE2219                          SUPERSEDED SURVEY CONTROL
 TE2219
 TE2219  NAD 83(1986)-  49 00 00.09586(N)    098 56 18.29188(W) AD(       ) 3
 TE2219
 TE2219.Superseded values are not recommended for survey control.
 TE2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2219.See file dsdata.txt to determine how the superseded data were derived.
 TE2219
 TE2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0450427461(NAD 83)
 TE2219_MARKER: U = CONCRETE POST
 TE2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2219+STABILITY: SURFACE MOTION
 TE2219
 TE2219  HISTORY     - Date     Condition        Report By
 TE2219  HISTORY     - 1966     MONUMENTED       IBC
 TE2219
 TE2219                          STATION DESCRIPTION
 TE2219
 TE2219'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TE2219'THE HIGHWAY WAS RELOCATED WEST OF MONUMENT 754 AND A CONCRETE POST
 TE2219'NUMBERED 753-A WAS INSTALLED ON THE WEST SIDE OF THE ROAD.  THE
 TE2219'DISTANCES WERE MEASURED WITH THE GEODIMETER AND MONUMENT 753-A IS
 TE2219'1446.17 METERS EAST OF MONUMENT 753 AND 167.93 METERS WEST OF MONUMENT
 TE2219'754.  NEW US CUSTOMS AND IMMIGRATION OFFICE WITH RESIDENCES FOR THE
 TE2219'OFFICERS HAS BEEN BUILT AT THE CROSSING.  MONUMENT 753-A IS A
 TE2219'PYRAMIDAL CONCRETE SHAFT 10 INCHES BY 10 INCHES AND ABOUT 18 INCHES
 TE2219'ABOVE GROUND.  THE SHAFT WAS PRECAST AND SET ON A BASE 30 INCHES BY
 TE2219'30 INCHES.  THE MONUMENT MARKS THE CROSSING BETWEEN US NO 20, SARLES,
 TE2219'NORTH DAKOTA AND HIGHWAY NO 34, CRYSTAL CITY, MANITOBA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2220 ***********************************************************************
 TE2220  DESIGNATION -  BOUNDARY MON 754
 TE2220  PID         -  TE2220
 TE2220  STATE/COUNTY-  ND/CAVALIER
 TE2220  USGS QUAD   -  
 TE2220
 TE2220                         *CURRENT SURVEY CONTROL
 TE2220  ___________________________________________________________________
 TE2220* NAD 83(1996)-  49 00 00.10823(N)    098 56 10.04829(W)     ADJUSTED  
 TE2220* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2220  ___________________________________________________________________
 TE2220  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 TE2220  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 TE2220
 TE2220  HORZ ORDER  -  THIRD
 TE2220
 TE2220.The horizontal coordinates were established by classical geodetic methods
 TE2220.and adjusted by the National Geodetic Survey in January 1998..
 TE2220
 TE2220.The orthometric height was scaled from a topographic map.
 TE2220
 TE2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2220
 TE2220.The geoid height was determined by GEOID03.
 TE2220
 TE2220;                    North         East     Units Scale Factor Converg.
 TE2220;SPC ND N     -   223,543.321   714,430.942   MT  1.00006384   +1 09 49.4
 TE2220;SPC ND N     -   733,409.85  2,343,933.54   iFT  1.00006384   +1 09 49.4
 TE2220;UTM  14      - 5,427,461.089   504,672.011   MT  0.99960027   +0 02 53.5
 TE2220
 TE2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2220!SPC ND N     -   0.99992998  x   1.00006384  =   0.99999381
 TE2220!UTM  14      -   0.99992998  x   0.99960027  =   0.99953028
 TE2220
 TE2220|---------------------------------------------------------------------|
 TE2220| PID    Reference Object                     Distance      Geod. Az  |
 TE2220|                                                           dddmmss.s |
 TE2220| TE2221 BOUNDARY MON 754 A                   84.310 METERS 08954     |
 TE2220| TE2218 BOUNDARY MON 753                    APPROX. 1.6 KM 2695542.7 |
 TE2220| TE2219 BOUNDARY MON 753 A 66               167.930 METERS 26956     |
 TE2220|---------------------------------------------------------------------|
 TE2220
 TE2220                          SUPERSEDED SURVEY CONTROL
 TE2220
 TE2220  NAD 83(1986)-  49 00 00.10274(N)    098 56 10.02980(W) AD(       ) 3
 TE2220
 TE2220.Superseded values are not recommended for survey control.
 TE2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2220.See file dsdata.txt to determine how the superseded data were derived.
 TE2220
 TE2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0467227461(NAD 83)
 TE2220_MARKER: Z = SEE DESCRIPTION
 TE2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2220+STABILITY: SURFACE MOTION
 TE2220
 TE2220  HISTORY     - Date     Condition        Report By
 TE2220  HISTORY     - 1911     MONUMENTED       IBC
 TE2220  HISTORY     - 1966     GOOD             IBC
 TE2220
 TE2220                          STATION DESCRIPTION
 TE2220
 TE2220'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2220'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2220'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2220'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2220'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2220'
 TE2220'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2220'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2220'---OCTOBER 20, 1818---.
 TE2220'
 TE2220'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2220'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2220'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2220'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2220'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2220'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2220'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2220'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2220'
 TE2220'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2220'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2220'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2220'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2220'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2220'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2220'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2220'AND---CANADA---ON THE WEST SIDE.
 TE2220'
 TE2220'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2220'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2220'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2220'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2220'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2220
 TE2220                          STATION RECOVERY (1966)
 TE2220
 TE2220'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (NWS)
 TE2220'RECOVERED IN GOOD CONDITION IN 1938, 1956, 1964, 1965 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2221 ***********************************************************************
 TE2221  DESIGNATION -  BOUNDARY MON 754 A
 TE2221  PID         -  TE2221
 TE2221  STATE/COUNTY-  ND/CAVALIER
 TE2221  USGS QUAD   -  
 TE2221
 TE2221                         *CURRENT SURVEY CONTROL
 TE2221  ___________________________________________________________________
 TE2221* NAD 83(1996)-  49 00 00.11321(N)    098 56 05.90030(W)     ADJUSTED  
 TE2221* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2221  ___________________________________________________________________
 TE2221  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 TE2221  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 TE2221
 TE2221  HORZ ORDER  -  THIRD
 TE2221
 TE2221.The horizontal coordinates were established by classical geodetic methods
 TE2221.and adjusted by the National Geodetic Survey in January 1998..
 TE2221
 TE2221.The orthometric height was scaled from a topographic map.
 TE2221
 TE2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2221
 TE2221.The geoid height was determined by GEOID03.
 TE2221
 TE2221;                    North         East     Units Scale Factor Converg.
 TE2221;SPC ND N     -   223,545.187   714,515.236   MT  1.00006384   +1 09 52.5
 TE2221;SPC ND N     -   733,415.97  2,344,210.09   iFT  1.00006384   +1 09 52.5
 TE2221;UTM  14      - 5,427,461.314   504,756.287   MT  0.99960028   +0 02 56.7
 TE2221
 TE2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2221!SPC ND N     -   0.99993013  x   1.00006384  =   0.99999397
 TE2221!UTM  14      -   0.99993013  x   0.99960028  =   0.99953044
 TE2221
 TE2221|---------------------------------------------------------------------|
 TE2221| PID    Reference Object                     Distance      Geod. Az  |
 TE2221|                                                           dddmmss.s |
 TE2221| TE2220 BOUNDARY MON 754                     84.310 METERS 26954     |
 TE2221|---------------------------------------------------------------------|
 TE2221
 TE2221                          SUPERSEDED SURVEY CONTROL
 TE2221
 TE2221  NAD 83(1986)-  49 00 00.10772(N)    098 56 05.88180(W) AD(       ) 3
 TE2221
 TE2221.Superseded values are not recommended for survey control.
 TE2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2221.See file dsdata.txt to determine how the superseded data were derived.
 TE2221
 TE2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0475627461(NAD 83)
 TE2221_MARKER: DU = BOUNDARY MARKER
 TE2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2221+STABILITY: SURFACE MOTION
 TE2221
 TE2221  HISTORY     - Date     Condition        Report By
 TE2221  HISTORY     - 1938     MONUMENTED       IBC
 TE2221  HISTORY     - 1964     GOOD             IBC
 TE2221
 TE2221                          STATION DESCRIPTION
 TE2221
 TE2221'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2221'A SMALL CONCRETE MONUMENT, WITH A 3 - INCH BRONZE CANADA - UNITED
 TE2221'STATES BOUNDARY DISK SET IN THE TOP.  THE NUMBER OF THE MONUMENT IS
 TE2221'STAMPED ON THE DISK.  THE MONUMENT IS SET ON THE STRAIGHT - LINE
 TE2221'COURSE OF THE BOUNDARY BETWEEN MONUMENTS 754 AND 755, AND IS ON THE
 TE2221'OPPOSITE SIDE OF THE PUBLIC ROAD FROM MONUMENT 754.  TOGETHER WITH
 TE2221'THIS MONUMENT IT MARKS THE BOUNDARY CROSSING OF THE HIGHWAY LEADING
 TE2221'SOUTH FROM CRYSTAL CITY, MANITOBA, TO SARLES, NORTH DAKOTA.
 TE2221
 TE2221                          STATION RECOVERY (1964)
 TE2221
 TE2221'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964 (NWS)
 TE2221'RECOVERED IN GOOD CONDITION IN 1956 AND 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2222 ***********************************************************************
 TE2222  DESIGNATION -  BOUNDARY MON 755
 TE2222  PID         -  TE2222
 TE2222  STATE/COUNTY-  ND/CAVALIER
 TE2222  USGS QUAD   -  
 TE2222
 TE2222                         *CURRENT SURVEY CONTROL
 TE2222  ___________________________________________________________________
 TE2222* NAD 83(1996)-  49 00 00.19698(N)    098 54 50.53804(W)     ADJUSTED  
 TE2222* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 TE2222  ___________________________________________________________________
 TE2222  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TE2222  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 TE2222
 TE2222  HORZ ORDER  -  THIRD
 TE2222
 TE2222.The horizontal coordinates were established by classical geodetic methods
 TE2222.and adjusted by the National Geodetic Survey in January 1998..
 TE2222
 TE2222.The orthometric height was scaled from a topographic map.
 TE2222
 TE2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2222
 TE2222.The geoid height was determined by GEOID03.
 TE2222
 TE2222;                    North         East     Units Scale Factor Converg.
 TE2222;SPC ND N     -   223,579.118   716,046.735   MT  1.00006385   +1 10 48.6
 TE2222;SPC ND N     -   733,527.29  2,349,234.69   iFT  1.00006385   +1 10 48.6
 TE2222;UTM  14      - 5,427,465.423   506,287.445   MT  0.99960049   +0 03 53.6
 TE2222
 TE2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2222!SPC ND N     -   0.99993045  x   1.00006385  =   0.99999430
 TE2222!UTM  14      -   0.99993045  x   0.99960049  =   0.99953097
 TE2222
 TE2222:                Primary Azimuth Mark                     Grid Az
 TE2222:SPC ND N     -  BOUNDARY MON 754                         268 43 51.5
 TE2222:UTM  14      -  BOUNDARY MON 754                         269 50 46.5
 TE2222
 TE2222|---------------------------------------------------------------------|
 TE2222| PID    Reference Object                     Distance      Geod. Az  |
 TE2222|                                                           dddmmss.s |
 TE2222| TE2220 BOUNDARY MON 754                    APPROX. 1.6 KM 2695440.1 |
 TE2222|---------------------------------------------------------------------|
 TE2222
 TE2222                          SUPERSEDED SURVEY CONTROL
 TE2222
 TE2222  NAD 83(1986)-  49 00 00.19155(N)    098 54 50.52249(W) AD(       ) 3
 TE2222
 TE2222.Superseded values are not recommended for survey control.
 TE2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2222.See file dsdata.txt to determine how the superseded data were derived.
 TE2222
 TE2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0628727465(NAD 83)
 TE2222_MARKER: Z = SEE DESCRIPTION
 TE2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2222_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2222+STABILITY: SURFACE MOTION
 TE2222
 TE2222  HISTORY     - Date     Condition        Report By
 TE2222  HISTORY     - 1911     MONUMENTED       IBC
 TE2222  HISTORY     - 1938     GOOD             IBC
 TE2222
 TE2222                          STATION DESCRIPTION
 TE2222
 TE2222'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2222'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2222'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2222'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2222'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2222'
 TE2222'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2222'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2222'---OCTOBER 20, 1818---.
 TE2222'
 TE2222'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2222'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2222'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2222'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2222'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2222'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2222'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2222'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2222'
 TE2222'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2222'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2222'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2222'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2222'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2222'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2222'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2222'AND---CANADA---ON THE WEST SIDE.
 TE2222'
 TE2222'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2222'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2222'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2222'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2222'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2222
 TE2222                          STATION RECOVERY (1938)
 TE2222
 TE2222'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2223 ***********************************************************************
 TE2223  DESIGNATION -  BOUNDARY MON 756
 TE2223  PID         -  TE2223
 TE2223  STATE/COUNTY-  ND/CAVALIER
 TE2223  USGS QUAD   -  
 TE2223
 TE2223                         *CURRENT SURVEY CONTROL
 TE2223  ___________________________________________________________________
 TE2223* NAD 83(1996)-  49 00 00.24003(N)    098 53 31.29287(W)     ADJUSTED  
 TE2223* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2223  ___________________________________________________________________
 TE2223  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TE2223  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 TE2223
 TE2223  HORZ ORDER  -  THIRD
 TE2223
 TE2223.The horizontal coordinates were established by classical geodetic methods
 TE2223.and adjusted by the National Geodetic Survey in January 1998..
 TE2223
 TE2223.The orthometric height was scaled from a topographic map.
 TE2223
 TE2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2223
 TE2223.The geoid height was determined by GEOID03.
 TE2223
 TE2223;                    North         East     Units Scale Factor Converg.
 TE2223;SPC ND N     -   223,613.854   717,657.159   MT  1.00006385   +1 11 47.6
 TE2223;SPC ND N     -   733,641.25  2,354,518.24   iFT  1.00006385   +1 11 47.6
 TE2223;UTM  14      - 5,427,468.809   507,897.495   MT  0.99960077   +0 04 53.4
 TE2223
 TE2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2223!SPC ND N     -   0.99992999  x   1.00006385  =   0.99999383
 TE2223!UTM  14      -   0.99992999  x   0.99960077  =   0.99953079
 TE2223
 TE2223:                Primary Azimuth Mark                     Grid Az
 TE2223:SPC ND N     -  BOUNDARY MON 755                         268 45 52.0
 TE2223:UTM  14      -  BOUNDARY MON 755                         269 52 46.2
 TE2223
 TE2223|---------------------------------------------------------------------|
 TE2223| PID    Reference Object                     Distance      Geod. Az  |
 TE2223|                                                           dddmmss.s |
 TE2223| TE2222 BOUNDARY MON 755                    APPROX. 1.6 KM 2695739.6 |
 TE2223|---------------------------------------------------------------------|
 TE2223
 TE2223                          SUPERSEDED SURVEY CONTROL
 TE2223
 TE2223  NAD 83(1986)-  49 00 00.23458(N)    098 53 31.27728(W) AD(       ) 3
 TE2223
 TE2223.Superseded values are not recommended for survey control.
 TE2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2223.See file dsdata.txt to determine how the superseded data were derived.
 TE2223
 TE2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0789727469(NAD 83)
 TE2223_MARKER: Z = SEE DESCRIPTION
 TE2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2223+STABILITY: SURFACE MOTION
 TE2223
 TE2223  HISTORY     - Date     Condition        Report By
 TE2223  HISTORY     - 1911     MONUMENTED       IBC
 TE2223
 TE2223                          STATION DESCRIPTION
 TE2223
 TE2223'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2223'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2223'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2223'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2223'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2223'
 TE2223'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2223'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2223'---OCTOBER 20, 1818---.
 TE2223'
 TE2223'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2223'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2223'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2223'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2223'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2223'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2223'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2223'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2223'
 TE2223'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2223'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2223'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2223'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2223'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2223'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2223'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2223'AND---CANADA---ON THE WEST SIDE.
 TE2223'
 TE2223'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2223'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2223'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2223'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2223'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2224 ***********************************************************************
 TE2224  DESIGNATION -  BOUNDARY MON 757
 TE2224  PID         -  TE2224
 TE2224  STATE/COUNTY-  ND/CAVALIER
 TE2224  USGS QUAD   -  
 TE2224
 TE2224                         *CURRENT SURVEY CONTROL
 TE2224  ___________________________________________________________________
 TE2224* NAD 83(1996)-  49 00 00.26725(N)    098 52 11.80957(W)     ADJUSTED  
 TE2224* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 TE2224  ___________________________________________________________________
 TE2224  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 TE2224  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE2224
 TE2224  HORZ ORDER  -  THIRD
 TE2224
 TE2224.The horizontal coordinates were established by classical geodetic methods
 TE2224.and adjusted by the National Geodetic Survey in January 1998..
 TE2224
 TE2224.The orthometric height was scaled from a topographic map.
 TE2224
 TE2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2224
 TE2224.The geoid height was determined by GEOID03.
 TE2224
 TE2224;                    North         East     Units Scale Factor Converg.
 TE2224;SPC ND N     -   223,648.664   719,272.423   MT  1.00006385   +1 12 46.7
 TE2224;SPC ND N     -   733,755.46  2,359,817.66   iFT  1.00006385   +1 12 46.7
 TE2224;UTM  14      - 5,427,472.181   509,512.382   MT  0.99960111   +0 05 53.3
 TE2224
 TE2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2224!SPC ND N     -   0.99992968  x   1.00006385  =   0.99999353
 TE2224!UTM  14      -   0.99992968  x   0.99960111  =   0.99953082
 TE2224
 TE2224:                Primary Azimuth Mark                     Grid Az
 TE2224:SPC ND N     -  BOUNDARY MON 756                         268 45 55.9
 TE2224:UTM  14      -  BOUNDARY MON 756                         269 52 49.3
 TE2224
 TE2224|---------------------------------------------------------------------|
 TE2224| PID    Reference Object                     Distance      Geod. Az  |
 TE2224|                                                           dddmmss.s |
 TE2224| TE2223 BOUNDARY MON 756                    APPROX. 1.6 KM 2695842.6 |
 TE2224|---------------------------------------------------------------------|
 TE2224
 TE2224                          SUPERSEDED SURVEY CONTROL
 TE2224
 TE2224  NAD 83(1986)-  49 00 00.26170(N)    098 52 11.79390(W) AD(       ) 3
 TE2224
 TE2224.Superseded values are not recommended for survey control.
 TE2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2224.See file dsdata.txt to determine how the superseded data were derived.
 TE2224
 TE2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0951227472(NAD 83)
 TE2224_MARKER: Z = SEE DESCRIPTION
 TE2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2224+STABILITY: SURFACE MOTION
 TE2224
 TE2224  HISTORY     - Date     Condition        Report By
 TE2224  HISTORY     - 1911     MONUMENTED       IBC
 TE2224
 TE2224                          STATION DESCRIPTION
 TE2224
 TE2224'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2224'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2224'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2224'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2224'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2224'
 TE2224'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2224'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2224'---OCTOBER 20, 1818---.
 TE2224'
 TE2224'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2224'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2224'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2224'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2224'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2224'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2224'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2224'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2224'
 TE2224'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2224'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2224'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2224'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2224'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2224'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2224'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2224'AND---CANADA---ON THE WEST SIDE.
 TE2224'
 TE2224'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2224'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2224'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2224'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2224'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2111 ***********************************************************************
 TE2111  DESIGNATION -  BOUNDARY MON 758
 TE2111  PID         -  TE2111
 TE2111  STATE/COUNTY-  ND/CAVALIER
 TE2111  USGS QUAD   -  
 TE2111
 TE2111                         *CURRENT SURVEY CONTROL
 TE2111  ___________________________________________________________________
 TE2111* NAD 83(1996)-  49 00 00.28986(N)    098 50 52.34814(W)     ADJUSTED  
 TE2111* NAVD 88     -       482.2    (meters)    1582.     (feet)  VERTCON   
 TE2111  ___________________________________________________________________
 TE2111  X           -    -644,890.059 (meters)                     COMP
 TE2111  Y           -  -4,142,836.796 (meters)                     COMP
 TE2111  Z           -   4,790,911.147 (meters)                     COMP
 TE2111  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 TE2111  ELLIP HEIGHT-         459.15  (meters)          (03/16/99) GPS OBS
 TE2111  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 TE2111
 TE2111  HORZ ORDER  -  FIRST
 TE2111  ELLP ORDER  -  FOURTH    CLASS I
 TE2111
 TE2111.The horizontal coordinates were established by GPS observations
 TE2111.and adjusted by the National Geodetic Survey in January 1998..
 TE2111
 TE2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2111
 TE2111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE2111
 TE2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2111
 TE2111.The ellipsoidal height was determined by GPS observations
 TE2111.and is referenced to NAD 83.
 TE2111
 TE2111.The geoid height was determined by GEOID03.
 TE2111
 TE2111;                    North         East     Units Scale Factor Converg.
 TE2111;SPC ND N     -   223,683.786   720,887.235   MT  1.00006386   +1 13 45.8
 TE2111;SPC ND N     -   733,870.69  2,365,115.60   iFT  1.00006386   +1 13 45.8
 TE2111;UTM  14      - 5,427,475.880   511,126.825   MT  0.99960152   +0 06 53.3
 TE2111
 TE2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2111!SPC ND N     -   0.99992805  x   1.00006386  =   0.99999191
 TE2111!UTM  14      -   0.99992805  x   0.99960152  =   0.99952960
 TE2111
 TE2111|---------------------------------------------------------------------|
 TE2111| PID    Reference Object                     Distance      Geod. Az  |
 TE2111|                                                           dddmmss.s |
 TE2111| TE2174 HUB 5                               147.096 METERS 26958     |
 TE2111| TE2224 BOUNDARY MON 757                    APPROX. 1.6 KM 2695900.8 |
 TE2111|---------------------------------------------------------------------|
 TE2111
 TE2111                          SUPERSEDED SURVEY CONTROL
 TE2111
 TE2111  ELLIP H (01/23/98)  458.95   (m)                       GP(       ) 4 1
 TE2111  NAD 83(1986)-  49 00 00.28414(N)    098 50 52.33227(W) AD(       ) 1
 TE2111  NGVD 29 (08/25/89)  481.8    (m)         1581.     (f) GPS OBS        
 TE2111
 TE2111.Superseded values are not recommended for survey control.
 TE2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2111.See file dsdata.txt to determine how the superseded data were derived.
 TE2111
 TE2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1112727476(NAD 83)
 TE2111_MARKER: DU = BOUNDARY MARKER
 TE2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2111+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 TE2111
 TE2111  HISTORY     - Date     Condition        Report By
 TE2111  HISTORY     - 1911     MONUMENTED       IBC
 TE2111  HISTORY     - 1911     GOOD             IBC
 TE2111  HISTORY     - 19880919 SEE DESCRIPTION  NGS
 TE2111
 TE2111                          STATION DESCRIPTION
 TE2111
 TE2111'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2111'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2111'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2111'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2111'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2111'
 TE2111'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2111'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2111'---OCTOBER 20, 1818---.
 TE2111'
 TE2111'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2111'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2111'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2111'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2111'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2111'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2111'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2111'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2111'
 TE2111'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2111'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2111'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2111'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2111'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2111'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2111'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2111'AND---CANADA---ON THE WEST SIDE.
 TE2111'
 TE2111'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2111'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2111'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2111'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2111'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2111
 TE2111                          STATION RECOVERY (1911)
 TE2111
 TE2111'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TE2111'RECOVERED IN GOOD CONDITION.
 TE2111
 TE2111                          STATION RECOVERY (1988)
 TE2111
 TE2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE2111'THE MONUMENT IS LOCATED ABOUT 11.67 KM (7.25 MI) NORTHEAST OF SARLES
 TE2111'AND ABOUT 6.43 KM (4.00 MI) EAST OF SARLES, NORTH DAKOTA - CRYSTAL
 TE2111'CITY, MANITOBA BORDER CROSSING.
 TE2111'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS AT THE SARLES -
 TE2111'CRYSTAL CITY BORDER CROSSING, GO NORTH ON MANITOBA PROVINCIAL HIGHWAY
 TE2111'34 FOR 1.77 KM (1.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 TE2111'GRAVEL ROAD FOR 6.44 KM (4.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 TE2111'SOUTH ON A DIRT ROAD FOR 1.45 KM (0.90 MI) TO THE END OF THE DIRT
 TE2111'ROAD.  CONTINUE STRAIGHT AHEAD ON A TRACK FIELD ROAD FOR 0.16 KM
 TE2111'(0.10 MI) TO THE BOUNDARY.  TURN LEFT AND FOLLOW THE BOUNDARY EAST FOR
 TE2111'0.24 KM (0.15 MI) TO THE MONUMENT.
 TE2111'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.27 M
 TE2111'(4.2 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TE2111'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TE2111'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TE2111'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --758-- IS DRILLED NEAR THE
 TE2111'TOP OF THE EAST SIDE OF THE OBELSIK.
 TE2111'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE SOUTH.
 TE2111'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CM NORTH AND ON THE NORTH
 TE2111'FACE OF THE TOP OF THE OBELISK.  THE AREA AROUND THE PUNCH MARK WAS
 TE2111'BUFFED WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED BY A
 TE2111'PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE GPS
 TE2111'POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING THE REPLUMBING.
 TE2111'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2225 ***********************************************************************
 TE2225  DESIGNATION -  BOUNDARY MON 759
 TE2225  PID         -  TE2225
 TE2225  STATE/COUNTY-  ND/CAVALIER
 TE2225  USGS QUAD   -  
 TE2225
 TE2225                         *CURRENT SURVEY CONTROL
 TE2225  ___________________________________________________________________
 TE2225* NAD 83(1996)-  49 00 00.32195(N)    098 49 32.89900(W)     ADJUSTED  
 TE2225* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 TE2225  ___________________________________________________________________
 TE2225  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 TE2225  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 TE2225
 TE2225  HORZ ORDER  -  THIRD
 TE2225
 TE2225.The horizontal coordinates were established by classical geodetic methods
 TE2225.and adjusted by the National Geodetic Survey in January 1998..
 TE2225
 TE2225.The orthometric height was scaled from a topographic map.
 TE2225
 TE2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2225
 TE2225.The geoid height was determined by GEOID03.
 TE2225
 TE2225;                    North         East     Units Scale Factor Converg.
 TE2225;SPC ND N     -   223,719.658   722,501.780   MT  1.00006386   +1 14 45.0
 TE2225;SPC ND N     -   733,988.38  2,370,412.66   iFT  1.00006386   +1 14 45.0
 TE2225;UTM  14      - 5,427,480.340   512,741.016   MT  0.99960199   +0 07 53.3
 TE2225
 TE2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2225!SPC ND N     -   0.99992907  x   1.00006386  =   0.99999292
 TE2225!UTM  14      -   0.99992907  x   0.99960199  =   0.99953108
 TE2225
 TE2225|---------------------------------------------------------------------|
 TE2225| PID    Reference Object                     Distance      Geod. Az  |
 TE2225|                                                           dddmmss.s |
 TE2225| TE2175 HUB 6                               344.362 METERS 26957     |
 TE2225|---------------------------------------------------------------------|
 TE2225
 TE2225                          SUPERSEDED SURVEY CONTROL
 TE2225
 TE2225  NAD 83(1986)-  49 00 00.31603(N)    098 49 32.88297(W) AD(       ) 3
 TE2225
 TE2225.Superseded values are not recommended for survey control.
 TE2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2225.See file dsdata.txt to determine how the superseded data were derived.
 TE2225
 TE2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1274127480(NAD 83)
 TE2225_MARKER: Z = SEE DESCRIPTION
 TE2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2225_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2225+STABILITY: SURFACE MOTION
 TE2225
 TE2225  HISTORY     - Date     Condition        Report By
 TE2225  HISTORY     - 1911     MONUMENTED       IBC
 TE2225
 TE2225                          STATION DESCRIPTION
 TE2225
 TE2225'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2225'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2225'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2225'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2225'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2225'
 TE2225'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2225'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2225'---OCTOBER 20, 1818---.
 TE2225'
 TE2225'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2225'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2225'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2225'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2225'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2225'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2225'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2225'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2225'
 TE2225'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2225'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2225'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2225'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2225'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2225'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2225'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2225'AND---CANADA---ON THE WEST SIDE.
 TE2225'
 TE2225'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2225'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2225'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2225'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2225'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2226 ***********************************************************************
 TE2226  DESIGNATION -  BOUNDARY MON 760
 TE2226  PID         -  TE2226
 TE2226  STATE/COUNTY-  ND/CAVALIER
 TE2226  USGS QUAD   -  
 TE2226
 TE2226                         *CURRENT SURVEY CONTROL
 TE2226  ___________________________________________________________________
 TE2226* NAD 83(1996)-  49 00 00.34010(N)    098 48 13.55621(W)     ADJUSTED  
 TE2226* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 TE2226  ___________________________________________________________________
 TE2226  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 TE2226  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE2226
 TE2226  HORZ ORDER  -  THIRD
 TE2226
 TE2226.The horizontal coordinates were established by classical geodetic methods
 TE2226.and adjusted by the National Geodetic Survey in January 1998..
 TE2226
 TE2226.The orthometric height was scaled from a topographic map.
 TE2226
 TE2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2226
 TE2226.The geoid height was determined by GEOID03.
 TE2226
 TE2226;                    North         East     Units Scale Factor Converg.
 TE2226;SPC ND N     -   223,755.514   724,114.164   MT  1.00006386   +1 15 44.0
 TE2226;SPC ND N     -   734,106.02  2,375,702.64   iFT  1.00006386   +1 15 44.0
 TE2226;UTM  14      - 5,427,484.833   514,353.047   MT  0.99960253   +0 08 53.2
 TE2226
 TE2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2226!SPC ND N     -   0.99992923  x   1.00006386  =   0.99999308
 TE2226!UTM  14      -   0.99992923  x   0.99960253  =   0.99953179
 TE2226
 TE2226:                Primary Azimuth Mark                     Grid Az
 TE2226:SPC ND N     -  BOUNDARY MON 759                         268 43 34.2
 TE2226:UTM  14      -  BOUNDARY MON 759                         269 50 25.0
 TE2226
 TE2226|---------------------------------------------------------------------|
 TE2226| PID    Reference Object                     Distance      Geod. Az  |
 TE2226|                                                           dddmmss.s |
 TE2226| TE2225 BOUNDARY MON 759                    APPROX. 1.6 KM 2695918.2 |
 TE2226|---------------------------------------------------------------------|
 TE2226
 TE2226                          SUPERSEDED SURVEY CONTROL
 TE2226
 TE2226  NAD 83(1986)-  49 00 00.33399(N)    098 48 13.54011(W) AD(       ) 3
 TE2226
 TE2226.Superseded values are not recommended for survey control.
 TE2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2226.See file dsdata.txt to determine how the superseded data were derived.
 TE2226
 TE2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1435327485(NAD 83)
 TE2226_MARKER: Z = SEE DESCRIPTION
 TE2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2226+STABILITY: SURFACE MOTION
 TE2226
 TE2226  HISTORY     - Date     Condition        Report By
 TE2226  HISTORY     - 1911     MONUMENTED       IBC
 TE2226
 TE2226                          STATION DESCRIPTION
 TE2226
 TE2226'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2226'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2226'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2226'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2226'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2226'
 TE2226'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2226'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2226'---OCTOBER 20, 1818---.
 TE2226'
 TE2226'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2226'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2226'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2226'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2226'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2226'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2226'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2226'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2226'
 TE2226'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2226'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2226'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2226'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2226'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2226'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2226'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2226'AND---CANADA---ON THE WEST SIDE.
 TE2226'
 TE2226'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2226'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2226'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2226'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2226'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2227 ***********************************************************************
 TE2227  DESIGNATION -  BOUNDARY MON 761
 TE2227  PID         -  TE2227
 TE2227  STATE/COUNTY-  ND/CAVALIER
 TE2227  USGS QUAD   -  
 TE2227
 TE2227                         *CURRENT SURVEY CONTROL
 TE2227  ___________________________________________________________________
 TE2227* NAD 83(1996)-  49 00 00.37093(N)    098 46 53.96639(W)     ADJUSTED  
 TE2227* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 TE2227  ___________________________________________________________________
 TE2227  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 TE2227  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TE2227
 TE2227  HORZ ORDER  -  THIRD
 TE2227
 TE2227.The horizontal coordinates were established by classical geodetic methods
 TE2227.and adjusted by the National Geodetic Survey in January 1998..
 TE2227
 TE2227.The orthometric height was scaled from a topographic map.
 TE2227
 TE2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2227
 TE2227.The geoid height was determined by GEOID03.
 TE2227
 TE2227;                    North         East     Units Scale Factor Converg.
 TE2227;SPC ND N     -   223,792.336   725,731.548   MT  1.00006386   +1 16 43.2
 TE2227;SPC ND N     -   734,226.82  2,381,009.02   iFT  1.00006386   +1 16 43.2
 TE2227;UTM  14      - 5,427,490.201   515,970.096   MT  0.99960313   +0 09 53.2
 TE2227
 TE2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2227!SPC ND N     -   0.99992892  x   1.00006386  =   0.99999278
 TE2227!UTM  14      -   0.99992892  x   0.99960313  =   0.99953208
 TE2227
 TE2227:                Primary Azimuth Mark                     Grid Az
 TE2227:SPC ND N     -  BOUNDARY MON 760                         268 41 45.4
 TE2227:UTM  14      -  BOUNDARY MON 760                         269 48 35.4
 TE2227
 TE2227|---------------------------------------------------------------------|
 TE2227| PID    Reference Object                     Distance      Geod. Az  |
 TE2227|                                                           dddmmss.s |
 TE2227| TE2226 BOUNDARY MON 760                    APPROX. 1.6 KM 2695828.6 |
 TE2227|---------------------------------------------------------------------|
 TE2227
 TE2227                          SUPERSEDED SURVEY CONTROL
 TE2227
 TE2227  NAD 83(1986)-  49 00 00.36466(N)    098 46 53.94736(W) AD(       ) 3
 TE2227
 TE2227.Superseded values are not recommended for survey control.
 TE2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2227.See file dsdata.txt to determine how the superseded data were derived.
 TE2227
 TE2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1597027490(NAD 83)
 TE2227_MARKER: Z = SEE DESCRIPTION
 TE2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2227+STABILITY: SURFACE MOTION
 TE2227
 TE2227  HISTORY     - Date     Condition        Report By
 TE2227  HISTORY     - 1911     MONUMENTED       IBC
 TE2227
 TE2227                          STATION DESCRIPTION
 TE2227
 TE2227'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2227'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2227'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2227'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2227'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2227'
 TE2227'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2227'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2227'---OCTOBER 20, 1818---.
 TE2227'
 TE2227'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2227'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2227'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2227'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2227'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2227'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2227'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2227'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2227'
 TE2227'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2227'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2227'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2227'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2227'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2227'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2227'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2227'AND---CANADA---ON THE WEST SIDE.
 TE2227'
 TE2227'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2227'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2227'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2227'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2227'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2228 ***********************************************************************
 TE2228  DESIGNATION -  BOUNDARY MON 762
 TE2228  PID         -  TE2228
 TE2228  STATE/COUNTY-  ND/CAVALIER
 TE2228  USGS QUAD   -  
 TE2228
 TE2228                         *CURRENT SURVEY CONTROL
 TE2228  ___________________________________________________________________
 TE2228* NAD 83(1996)-  49 00 00.40377(N)    098 45 37.71482(W)     ADJUSTED  
 TE2228* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 TE2228  ___________________________________________________________________
 TE2228  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 TE2228  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 TE2228
 TE2228  HORZ ORDER  -  THIRD
 TE2228
 TE2228.The horizontal coordinates were established by classical geodetic methods
 TE2228.and adjusted by the National Geodetic Survey in January 1998..
 TE2228
 TE2228.The orthometric height was scaled from a topographic map.
 TE2228
 TE2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2228
 TE2228.The geoid height was determined by GEOID03.
 TE2228
 TE2228;                    North         East     Units Scale Factor Converg.
 TE2228;SPC ND N     -   223,828.151   727,281.081   MT  1.00006387   +1 17 40.0
 TE2228;SPC ND N     -   734,344.33  2,386,092.79   iFT  1.00006387   +1 17 40.0
 TE2228;UTM  14      - 5,427,495.886   517,519.319   MT  0.99960377   +0 10 50.8
 TE2228
 TE2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2228!SPC ND N     -   0.99992877  x   1.00006387  =   0.99999264
 TE2228!UTM  14      -   0.99992877  x   0.99960377  =   0.99953257
 TE2228
 TE2228:                Primary Azimuth Mark                     Grid Az
 TE2228:SPC ND N     -  BOUNDARY MON 761                         268 40 33.8
 TE2228:UTM  14      -  BOUNDARY MON 761                         269 47 23.0
 TE2228
 TE2228|---------------------------------------------------------------------|
 TE2228| PID    Reference Object                     Distance      Geod. Az  |
 TE2228|                                                           dddmmss.s |
 TE2228| TE2227 BOUNDARY MON 761                    APPROX. 1.5 KM 2695813.8 |
 TE2228|---------------------------------------------------------------------|
 TE2228
 TE2228                          SUPERSEDED SURVEY CONTROL
 TE2228
 TE2228  NAD 83(1986)-  49 00 00.39736(N)    098 45 37.69571(W) AD(       ) 3
 TE2228
 TE2228.Superseded values are not recommended for survey control.
 TE2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2228.See file dsdata.txt to determine how the superseded data were derived.
 TE2228
 TE2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1751927496(NAD 83)
 TE2228_MARKER: Z = SEE DESCRIPTION
 TE2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2228+STABILITY: SURFACE MOTION
 TE2228
 TE2228  HISTORY     - Date     Condition        Report By
 TE2228  HISTORY     - 1911     MONUMENTED       IBC
 TE2228
 TE2228                          STATION DESCRIPTION
 TE2228
 TE2228'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2228'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2228'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2228'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2228'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2228'
 TE2228'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2228'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2228'---OCTOBER 20, 1818---.
 TE2228'
 TE2228'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2228'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2228'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2228'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2228'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2228'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2228'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2228'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2228'
 TE2228'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2228'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2228'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2228'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2228'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2228'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2228'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2228'AND---CANADA---ON THE WEST SIDE.
 TE2228'
 TE2228'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2228'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2228'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2228'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2228'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2229 ***********************************************************************
 TE2229  DESIGNATION -  BOUNDARY MON 763
 TE2229  PID         -  TE2229
 TE2229  STATE/COUNTY-  ND/CAVALIER
 TE2229  USGS QUAD   -  
 TE2229
 TE2229                         *CURRENT SURVEY CONTROL
 TE2229  ___________________________________________________________________
 TE2229* NAD 83(1996)-  49 00 00.43227(N)    098 44 15.05255(W)     ADJUSTED  
 TE2229* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 TE2229  ___________________________________________________________________
 TE2229  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TE2229  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 TE2229
 TE2229  HORZ ORDER  -  THIRD
 TE2229
 TE2229.The horizontal coordinates were established by classical geodetic methods
 TE2229.and adjusted by the National Geodetic Survey in January 1998..
 TE2229
 TE2229.The orthometric height was scaled from a topographic map.
 TE2229
 TE2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2229
 TE2229.The geoid height was determined by GEOID03.
 TE2229
 TE2229;                    North         East     Units Scale Factor Converg.
 TE2229;SPC ND N     -   223,867.239   728,960.882   MT  1.00006387   +1 18 41.5
 TE2229;SPC ND N     -   734,472.57  2,391,603.94   iFT  1.00006387   +1 18 41.5
 TE2229;UTM  14      - 5,427,502.319   519,198.790   MT  0.99960453   +0 11 53.2
 TE2229
 TE2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2229!SPC ND N     -   0.99992846  x   1.00006387  =   0.99999233
 TE2229!UTM  14      -   0.99992846  x   0.99960453  =   0.99953302
 TE2229
 TE2229:                Primary Azimuth Mark                     Grid Az
 TE2229:SPC ND N     -  HUB 8                                    268 37 18.0
 TE2229:UTM  14      -  HUB 8                                    269 44 06.3
 TE2229
 TE2229|---------------------------------------------------------------------|
 TE2229| PID    Reference Object                     Distance      Geod. Az  |
 TE2229|                                                           dddmmss.s |
 TE2229| TE2177 HUB 8                               445.433 METERS 2695559.5 |
 TE2229|---------------------------------------------------------------------|
 TE2229
 TE2229                          SUPERSEDED SURVEY CONTROL
 TE2229
 TE2229  NAD 83(1986)-  49 00 00.42574(N)    098 44 15.03339(W) AD(       ) 3
 TE2229
 TE2229.Superseded values are not recommended for survey control.
 TE2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2229.See file dsdata.txt to determine how the superseded data were derived.
 TE2229
 TE2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1919927502(NAD 83)
 TE2229_MARKER: Z = SEE DESCRIPTION
 TE2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2229+STABILITY: SURFACE MOTION
 TE2229
 TE2229  HISTORY     - Date     Condition        Report By
 TE2229  HISTORY     - 1911     MONUMENTED       IBC
 TE2229  HISTORY     - 1938     GOOD             IBC
 TE2229
 TE2229                          STATION DESCRIPTION
 TE2229
 TE2229'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2229'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2229'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2229'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2229'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2229'
 TE2229'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2229'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2229'---OCTOBER 20, 1818---.
 TE2229'
 TE2229'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2229'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2229'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2229'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2229'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2229'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2229'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2229'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2229'
 TE2229'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2229'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2229'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2229'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2229'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2229'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2229'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2229'AND---CANADA---ON THE WEST SIDE.
 TE2229'
 TE2229'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2229'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2229'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2229'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2229'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2229
 TE2229                          STATION RECOVERY (1938)
 TE2229
 TE2229'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2230 ***********************************************************************
 TE2230  DESIGNATION -  BOUNDARY MON 764
 TE2230  PID         -  TE2230
 TE2230  STATE/COUNTY-  ND/CAVALIER
 TE2230  USGS QUAD   -  
 TE2230
 TE2230                         *CURRENT SURVEY CONTROL
 TE2230  ___________________________________________________________________
 TE2230* NAD 83(1996)-  49 00 00.46652(N)    098 42 55.80919(W)     ADJUSTED  
 TE2230* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 TE2230  ___________________________________________________________________
 TE2230  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TE2230  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 TE2230
 TE2230  HORZ ORDER  -  THIRD
 TE2230
 TE2230.The horizontal coordinates were established by classical geodetic methods
 TE2230.and adjusted by the National Geodetic Survey in January 1998..
 TE2230
 TE2230.The orthometric height was scaled from a topographic map.
 TE2230
 TE2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2230
 TE2230.The geoid height was determined by GEOID03.
 TE2230
 TE2230;                    North         East     Units Scale Factor Converg.
 TE2230;SPC ND N     -   223,905.395   730,571.190   MT  1.00006387   +1 19 40.5
 TE2230;SPC ND N     -   734,597.75  2,396,887.11   iFT  1.00006387   +1 19 40.5
 TE2230;UTM  14      - 5,427,509.177   520,808.796   MT  0.99960532   +0 12 53.0
 TE2230
 TE2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2230!SPC ND N     -   0.99992800  x   1.00006387  =   0.99999186
 TE2230!UTM  14      -   0.99992800  x   0.99960532  =   0.99953335
 TE2230
 TE2230:                Primary Azimuth Mark                     Grid Az
 TE2230:SPC ND N     -  BOUNDARY MON 763                         268 38 33.9
 TE2230:UTM  14      -  BOUNDARY MON 763                         269 45 21.4
 TE2230
 TE2230|---------------------------------------------------------------------|
 TE2230| PID    Reference Object                     Distance      Geod. Az  |
 TE2230|                                                           dddmmss.s |
 TE2230| TE2229 BOUNDARY MON 763                    APPROX. 1.6 KM 2695814.4 |
 TE2230| TE2138 HANNAH                              326.120 METERS 27001     |
 TE2230|---------------------------------------------------------------------|
 TE2230
 TE2230                          SUPERSEDED SURVEY CONTROL
 TE2230
 TE2230  NAD 83(1986)-  49 00 00.45989(N)    098 42 55.78998(W) AD(       ) 3
 TE2230
 TE2230.Superseded values are not recommended for survey control.
 TE2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2230.See file dsdata.txt to determine how the superseded data were derived.
 TE2230
 TE2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2080927509(NAD 83)
 TE2230_MARKER: Z = SEE DESCRIPTION
 TE2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2230+STABILITY: SURFACE MOTION
 TE2230
 TE2230  HISTORY     - Date     Condition        Report By
 TE2230  HISTORY     - 1911     MONUMENTED       IBC
 TE2230
 TE2230                          STATION DESCRIPTION
 TE2230
 TE2230'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2230'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2230'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2230'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2230'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2230'
 TE2230'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2230'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2230'---OCTOBER 20, 1818---.
 TE2230'
 TE2230'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2230'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2230'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2230'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2230'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2230'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2230'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2230'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2230'
 TE2230'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2230'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2230'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2230'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2230'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2230'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2230'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2230'AND---CANADA---ON THE WEST SIDE.
 TE2230'
 TE2230'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2230'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2230'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2230'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2230'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2231 ***********************************************************************
 TE2231  DESIGNATION -  BOUNDARY MON 765
 TE2231  PID         -  TE2231
 TE2231  STATE/COUNTY-  ND/CAVALIER
 TE2231  USGS QUAD   -  
 TE2231
 TE2231                         *CURRENT SURVEY CONTROL
 TE2231  ___________________________________________________________________
 TE2231* NAD 83(1996)-  49 00 00.48595(N)    098 41 41.52479(W)     ADJUSTED  
 TE2231* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 TE2231  ___________________________________________________________________
 TE2231  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TE2231  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 TE2231
 TE2231  HORZ ORDER  -  THIRD
 TE2231
 TE2231.The horizontal coordinates were established by classical geodetic methods
 TE2231.and adjusted by the National Geodetic Survey in January 1998..
 TE2231
 TE2231.The orthometric height was scaled from a topographic map.
 TE2231
 TE2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2231
 TE2231.The geoid height was determined by GEOID03.
 TE2231
 TE2231;                    North         East     Units Scale Factor Converg.
 TE2231;SPC ND N     -   223,941.189   732,080.725   MT  1.00006387   +1 20 35.7
 TE2231;SPC ND N     -   734,715.19  2,401,839.65   iFT  1.00006387   +1 20 35.7
 TE2231;UTM  14      - 5,427,515.638   522,318.050   MT  0.99960612   +0 13 49.0
 TE2231
 TE2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2231!SPC ND N     -   0.99992894  x   1.00006387  =   0.99999281
 TE2231!UTM  14      -   0.99992894  x   0.99960612  =   0.99953509
 TE2231
 TE2231:                Primary Azimuth Mark                     Grid Az
 TE2231:SPC ND N     -  HANNAH                                   268 38 58.6
 TE2231:UTM  14      -  HANNAH                                   269 45 45.3
 TE2231
 TE2231|---------------------------------------------------------------------|
 TE2231| PID    Reference Object                     Distance      Geod. Az  |
 TE2231|                                                           dddmmss.s |
 TE2231| TE2138 HANNAH                              APPROX. 1.8 KM 2695934.3 |
 TE2231|---------------------------------------------------------------------|
 TE2231
 TE2231                          SUPERSEDED SURVEY CONTROL
 TE2231
 TE2231  NAD 83(1986)-  49 00 00.47929(N)    098 41 41.50550(W) AD(       ) 3
 TE2231
 TE2231.Superseded values are not recommended for survey control.
 TE2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2231.See file dsdata.txt to determine how the superseded data were derived.
 TE2231
 TE2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2231827516(NAD 83)
 TE2231_MARKER: Z = SEE DESCRIPTION
 TE2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2231+STABILITY: SURFACE MOTION
 TE2231
 TE2231  HISTORY     - Date     Condition        Report By
 TE2231  HISTORY     - 1911     MONUMENTED       IBC
 TE2231  HISTORY     - 1966     GOOD             IBC
 TE2231
 TE2231                          STATION DESCRIPTION
 TE2231
 TE2231'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2231'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2231'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2231'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2231'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2231'
 TE2231'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2231'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2231'---OCTOBER 20, 1818---.
 TE2231'
 TE2231'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2231'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2231'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2231'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2231'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2231'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2231'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2231'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2231'
 TE2231'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2231'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2231'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2231'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2231'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2231'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2231'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2231'AND---CANADA---ON THE WEST SIDE.
 TE2231'
 TE2231'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2231'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2231'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2231'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2231'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2231
 TE2231                          STATION RECOVERY (1966)
 TE2231
 TE2231'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TE2231'RECOVERED IN GOOD CONDITION IN 1938.  SHAFT WAS BROKEN IN 1964 AND
 TE2231'REPAIRED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2232 ***********************************************************************
 TE2232  DESIGNATION -  BOUNDARY MON 765 A
 TE2232  PID         -  TE2232
 TE2232  STATE/COUNTY-  ND/CAVALIER
 TE2232  USGS QUAD   -  
 TE2232
 TE2232                         *CURRENT SURVEY CONTROL
 TE2232  ___________________________________________________________________
 TE2232* NAD 83(1996)-  49 00 00.48683(N)    098 41 39.04498(W)     ADJUSTED  
 TE2232* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 TE2232  ___________________________________________________________________
 TE2232  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TE2232  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 TE2232
 TE2232  HORZ ORDER  -  THIRD
 TE2232
 TE2232.The horizontal coordinates were established by classical geodetic methods
 TE2232.and adjusted by the National Geodetic Survey in January 1998..
 TE2232
 TE2232.The orthometric height was scaled from a topographic map.
 TE2232
 TE2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2232
 TE2232.The geoid height was determined by GEOID03.
 TE2232
 TE2232;                    North         East     Units Scale Factor Converg.
 TE2232;SPC ND N     -   223,942.398   732,131.117   MT  1.00006387   +1 20 37.6
 TE2232;SPC ND N     -   734,719.15  2,402,004.98   iFT  1.00006387   +1 20 37.6
 TE2232;UTM  14      - 5,427,515.868   522,368.433   MT  0.99960615   +0 13 50.9
 TE2232
 TE2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2232!SPC ND N     -   0.99992894  x   1.00006387  =   0.99999281
 TE2232!UTM  14      -   0.99992894  x   0.99960615  =   0.99953512
 TE2232
 TE2232|---------------------------------------------------------------------|
 TE2232| PID    Reference Object                     Distance      Geod. Az  |
 TE2232|                                                           dddmmss.s |
 TE2232| TE2231 BOUNDARY MON 765                     50.403 METERS 26958     |
 TE2232|---------------------------------------------------------------------|
 TE2232
 TE2232                          SUPERSEDED SURVEY CONTROL
 TE2232
 TE2232  NAD 83(1986)-  49 00 00.48017(N)    098 41 39.02570(W) AD(       ) 3
 TE2232
 TE2232.Superseded values are not recommended for survey control.
 TE2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2232.See file dsdata.txt to determine how the superseded data were derived.
 TE2232
 TE2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2236827516(NAD 83)
 TE2232_MARKER: DU = BOUNDARY MARKER
 TE2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2232_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2232+STABILITY: SURFACE MOTION
 TE2232
 TE2232  HISTORY     - Date     Condition        Report By
 TE2232  HISTORY     - 1938     MONUMENTED       IBC
 TE2232  HISTORY     - 1964     GOOD             IBC
 TE2232
 TE2232                          STATION DESCRIPTION
 TE2232
 TE2232'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2232'A SMALL CONCRETE MONUMENT, WITH A 3 - INCH BRONZE CANADA - UNITED
 TE2232'STATES BOUNDARY DISK SET IN THE TOP.  THE NUMBER OF THE MONUMENT IS
 TE2232'STAMPED ON THE DISK.  THE MONUMENT IS SET ON THE STRAIGHT - LINE
 TE2232'COURSE OF THE BOUNDARY BETWEEN MONUMENTS 765 AND 766, AND IS ON THE
 TE2232'OPPOSITE SIDE OF THE PUBLIC ROAD FROM MONUMENT 765.  TOGETHER WITH
 TE2232'THIS MONUMENT IT MARKS THE BOUNDARY CROSSING OF THE HIGHWAY LEADING
 TE2232'SOUTH FROM SNOWFLAKE, MANITOBA, TO HANNAH, NORTH DAKOTA.
 TE2232
 TE2232                          STATION RECOVERY (1964)
 TE2232
 TE2232'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1964 (NWS)
 TE2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2233 ***********************************************************************
 TE2233  DESIGNATION -  BOUNDARY MON 765 A 66
 TE2233  PID         -  TE2233
 TE2233  STATE/COUNTY-  ND/CAVALIER
 TE2233  USGS QUAD   -  
 TE2233
 TE2233                         *CURRENT SURVEY CONTROL
 TE2233  ___________________________________________________________________
 TE2233* NAD 83(1996)-  49 00 00.48732(N)    098 41 37.62459(W)     ADJUSTED  
 TE2233* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 TE2233  ___________________________________________________________________
 TE2233  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TE2233  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 TE2233
 TE2233  HORZ ORDER  -  THIRD
 TE2233
 TE2233.The horizontal coordinates were established by classical geodetic methods
 TE2233.and adjusted by the National Geodetic Survey in January 1998..
 TE2233.No horizontal observational check was made to the station.
 TE2233
 TE2233.The orthometric height was scaled from a topographic map.
 TE2233
 TE2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2233
 TE2233.The geoid height was determined by GEOID03.
 TE2233
 TE2233;                    North         East     Units Scale Factor Converg.
 TE2233;SPC ND N     -   223,943.091   732,159.981   MT  1.00006387   +1 20 38.6
 TE2233;SPC ND N     -   734,721.43  2,402,099.68   iFT  1.00006387   +1 20 38.6
 TE2233;UTM  14      - 5,427,515.999   522,397.291   MT  0.99960616   +0 13 52.0
 TE2233
 TE2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2233!SPC ND N     -   0.99992894  x   1.00006387  =   0.99999281
 TE2233!UTM  14      -   0.99992894  x   0.99960616  =   0.99953513
 TE2233
 TE2233                          SUPERSEDED SURVEY CONTROL
 TE2233
 TE2233  NAD 83(1986)-  49 00 00.48066(N)    098 41 37.60531(W) AD(       ) 3
 TE2233
 TE2233.Superseded values are not recommended for survey control.
 TE2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2233.See file dsdata.txt to determine how the superseded data were derived.
 TE2233
 TE2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2239727516(NAD 83)
 TE2233_MARKER: U = CONCRETE POST
 TE2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2233+STABILITY: SURFACE MOTION
 TE2233
 TE2233  HISTORY     - Date     Condition        Report By
 TE2233  HISTORY     - 1966     MONUMENTED       IBC
 TE2233
 TE2233                          STATION DESCRIPTION
 TE2233
 TE2233'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1966 (VJV)
 TE2233'MONUMENT NO 765, AN IRON SHAFT ON THE WEST SIDE OF THE CROSSING WAS
 TE2233'REPAIRED AND A CONCRETE POST WAS INSTALLED ON THE EAST SIDE OF THE
 TE2233'CROSSING AT A DISTANCE OF 79.28 METERS EAST OF MONUMENT 765 AND
 TE2233'1688.44 METERS WEST OF MONUMENT 766.  MONUMENT 765 WAS BROKEN ABOUT
 TE2233'ONE FOOT FROM THE TOP.  THE TOP WAS PUT BACK INTO PLACE AND HELD BY
 TE2233'A HEAVY ROD EMBEDDED IN CONCRETE.  MONUMENT 765-A WAS PLACED ON A
 TE2233'STRAIGHT - LINE COURSE BETWEEN MONUMENT 765 AND 766.  A FENCE WHICH
 TE2233'RUNS DOWN THE CENTER OF THE LINE WAS CUT OFF TO SET UP THE MONUMENT.
 TE2233'NEW US CUSTOMS AND IMMIGRATION OFFICE AND RESIDENCES FOR THE OFFICERS
 TE2233'HAVE BEEN BUILT AT THE LINE.  THE MONUMENT IS THE SAME TYPE AS THE
 TE2233'ONE DESCRIBED AT THE CRYSTAL CITY - SARLES CROSSING.  THE MONUMENT
 TE2233'MARKS THE CROSSING BETWEEN HANNAH, NORTH DAKOTA AND SNOWFLAKE,
 TE2233'MANITOBA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2234 ***********************************************************************
 TE2234  DESIGNATION -  BOUNDARY MON 766
 TE2234  PID         -  TE2234
 TE2234  STATE/COUNTY-  ND/CAVALIER
 TE2234  USGS QUAD   -  
 TE2234
 TE2234                         *CURRENT SURVEY CONTROL
 TE2234  ___________________________________________________________________
 TE2234* NAD 83(1996)-  49 00 00.50784(N)    098 40 14.55438(W)     ADJUSTED  
 TE2234* NAVD 88     -       476.     (meters)    1562.     (feet)  SCALED    
 TE2234  ___________________________________________________________________
 TE2234  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 TE2234  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 TE2234
 TE2234  HORZ ORDER  -  THIRD
 TE2234
 TE2234.The horizontal coordinates were established by classical geodetic methods
 TE2234.and adjusted by the National Geodetic Survey in January 1998..
 TE2234
 TE2234.The orthometric height was scaled from a topographic map.
 TE2234
 TE2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2234
 TE2234.The geoid height was determined by GEOID03.
 TE2234
 TE2234;                    North         East     Units Scale Factor Converg.
 TE2234;SPC ND N     -   223,983.584   733,848.042   MT  1.00006387   +1 21 40.5
 TE2234;SPC ND N     -   734,854.28  2,407,637.93   iFT  1.00006387   +1 21 40.5
 TE2234;UTM  14      - 5,427,523.697   524,085.049   MT  0.99960713   +0 14 54.7
 TE2234
 TE2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2234!SPC ND N     -   0.99992911  x   1.00006387  =   0.99999297
 TE2234!UTM  14      -   0.99992911  x   0.99960713  =   0.99953626
 TE2234
 TE2234:                Primary Azimuth Mark                     Grid Az
 TE2234:SPC ND N     -  BOUNDARY MON 765                         268 37 33.4
 TE2234:UTM  14      -  BOUNDARY MON 765                         269 44 19.2
 TE2234
 TE2234|---------------------------------------------------------------------|
 TE2234| PID    Reference Object                     Distance      Geod. Az  |
 TE2234|                                                           dddmmss.s |
 TE2234| TE2231 BOUNDARY MON 765                    APPROX. 1.8 KM 2695913.9 |
 TE2234| TE2178 HUB 9                                89.473 METERS 27106     |
 TE2234|---------------------------------------------------------------------|
 TE2234
 TE2234                          SUPERSEDED SURVEY CONTROL
 TE2234
 TE2234  NAD 83(1986)-  49 00 00.50120(N)    098 40 14.53503(W) AD(       ) 3
 TE2234
 TE2234.Superseded values are not recommended for survey control.
 TE2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2234.See file dsdata.txt to determine how the superseded data were derived.
 TE2234
 TE2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2408527524(NAD 83)
 TE2234_MARKER: Z = SEE DESCRIPTION
 TE2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2234+STABILITY: SURFACE MOTION
 TE2234
 TE2234  HISTORY     - Date     Condition        Report By
 TE2234  HISTORY     - 1911     MONUMENTED       IBC
 TE2234  HISTORY     - 1938     GOOD             IBC
 TE2234
 TE2234                          STATION DESCRIPTION
 TE2234
 TE2234'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2234'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2234'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2234'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2234'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2234'
 TE2234'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2234'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2234'---OCTOBER 20, 1818---.
 TE2234'
 TE2234'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2234'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2234'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2234'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2234'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2234'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2234'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2234'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2234'
 TE2234'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2234'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2234'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2234'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2234'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2234'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2234'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2234'AND---CANADA---ON THE WEST SIDE.
 TE2234'
 TE2234'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2234'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2234'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2234'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2234'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2234
 TE2234                          STATION RECOVERY (1938)
 TE2234
 TE2234'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2235 ***********************************************************************
 TE2235  DESIGNATION -  BOUNDARY MON 767
 TE2235  PID         -  TE2235
 TE2235  STATE/COUNTY-  ND/CAVALIER
 TE2235  USGS QUAD   -  
 TE2235
 TE2235                         *CURRENT SURVEY CONTROL
 TE2235  ___________________________________________________________________
 TE2235* NAD 83(1996)-  49 00 00.51789(N)    098 38 57.43053(W)     ADJUSTED  
 TE2235* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2235  ___________________________________________________________________
 TE2235  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TE2235  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 TE2235
 TE2235  HORZ ORDER  -  THIRD
 TE2235
 TE2235.The horizontal coordinates were established by classical geodetic methods
 TE2235.and adjusted by the National Geodetic Survey in January 1998..
 TE2235
 TE2235.The orthometric height was scaled from a topographic map.
 TE2235
 TE2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2235
 TE2235.The geoid height was determined by GEOID03.
 TE2235
 TE2235;                    North         East     Units Scale Factor Converg.
 TE2235;SPC ND N     -   224,021.354   735,415.263   MT  1.00006387   +1 22 37.8
 TE2235;SPC ND N     -   734,978.20  2,412,779.73   iFT  1.00006387   +1 22 37.8
 TE2235;UTM  14      - 5,427,531.025   525,651.993   MT  0.99960808   +0 15 52.9
 TE2235
 TE2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2235!SPC ND N     -   0.99992958  x   1.00006387  =   0.99999345
 TE2235!UTM  14      -   0.99992958  x   0.99960808  =   0.99953769
 TE2235
 TE2235:                Primary Azimuth Mark                     Grid Az
 TE2235:SPC ND N     -  BOUNDARY MON 766                         268 37 10.4
 TE2235:UTM  14      -  BOUNDARY MON 766                         269 43 55.3
 TE2235
 TE2235|---------------------------------------------------------------------|
 TE2235| PID    Reference Object                     Distance      Geod. Az  |
 TE2235|                                                           dddmmss.s |
 TE2235| TE2234 BOUNDARY MON 766                    APPROX. 1.6 KM 2695948.2 |
 TE2235| TE2144 HUB 10                              237.831 METERS 27001     |
 TE2235|---------------------------------------------------------------------|
 TE2235
 TE2235                          SUPERSEDED SURVEY CONTROL
 TE2235
 TE2235  NAD 83(1986)-  49 00 00.51134(N)    098 38 57.41111(W) AD(       ) 3
 TE2235
 TE2235.Superseded values are not recommended for survey control.
 TE2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2235.See file dsdata.txt to determine how the superseded data were derived.
 TE2235
 TE2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2565227531(NAD 83)
 TE2235_MARKER: Z = SEE DESCRIPTION
 TE2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2235+STABILITY: SURFACE MOTION
 TE2235
 TE2235  HISTORY     - Date     Condition        Report By
 TE2235  HISTORY     - 1911     MONUMENTED       IBC
 TE2235
 TE2235                          STATION DESCRIPTION
 TE2235
 TE2235'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2235'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2235'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2235'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2235'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2235'
 TE2235'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2235'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2235'---OCTOBER 20, 1818---.
 TE2235'
 TE2235'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2235'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2235'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2235'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2235'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2235'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2235'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2235'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2235'
 TE2235'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2235'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2235'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2235'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2235'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2235'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2235'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2235'AND---CANADA---ON THE WEST SIDE.
 TE2235'
 TE2235'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2235'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2235'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2235'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2235'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2236 ***********************************************************************
 TE2236  DESIGNATION -  BOUNDARY MON 768
 TE2236  PID         -  TE2236
 TE2236  STATE/COUNTY-  ND/CAVALIER
 TE2236  USGS QUAD   -  
 TE2236
 TE2236                         *CURRENT SURVEY CONTROL
 TE2236  ___________________________________________________________________
 TE2236* NAD 83(1996)-  49 00 00.56730(N)    098 37 38.10796(W)     ADJUSTED  
 TE2236* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2236  ___________________________________________________________________
 TE2236  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 TE2236  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 TE2236
 TE2236  HORZ ORDER  -  THIRD
 TE2236
 TE2236.The horizontal coordinates were established by classical geodetic methods
 TE2236.and adjusted by the National Geodetic Survey in January 1998..
 TE2236
 TE2236.The orthometric height was scaled from a topographic map.
 TE2236
 TE2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2236
 TE2236.The geoid height was determined by GEOID03.
 TE2236
 TE2236;                    North         East     Units Scale Factor Converg.
 TE2236;SPC ND N     -   224,061.862   737,027.124   MT  1.00006388   +1 23 36.9
 TE2236;SPC ND N     -   735,111.10  2,418,067.99   iFT  1.00006388   +1 23 36.9
 TE2236;UTM  14      - 5,427,540.230   527,263.602   MT  0.99960913   +0 16 52.7
 TE2236
 TE2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2236!SPC ND N     -   0.99993006  x   1.00006388  =   0.99999393
 TE2236!UTM  14      -   0.99993006  x   0.99960913  =   0.99953921
 TE2236
 TE2236:                Primary Azimuth Mark                     Grid Az
 TE2236:SPC ND N     -  HUB 10                                   268 34 13.2
 TE2236:UTM  14      -  HUB 10                                   269 40 57.4
 TE2236
 TE2236|---------------------------------------------------------------------|
 TE2236| PID    Reference Object                     Distance      Geod. Az  |
 TE2236|                                                           dddmmss.s |
 TE2236| TE2144 HUB 10                              APPROX. 1.9 KM 2695750.1 |
 TE2236|---------------------------------------------------------------------|
 TE2236
 TE2236                          SUPERSEDED SURVEY CONTROL
 TE2236
 TE2236  NAD 83(1986)-  49 00 00.56092(N)    098 37 38.09223(W) AD(       ) 3
 TE2236
 TE2236.Superseded values are not recommended for survey control.
 TE2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2236.See file dsdata.txt to determine how the superseded data were derived.
 TE2236
 TE2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2726427540(NAD 83)
 TE2236_MARKER: Z = SEE DESCRIPTION
 TE2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2236+STABILITY: SURFACE MOTION
 TE2236
 TE2236  HISTORY     - Date     Condition        Report By
 TE2236  HISTORY     - 1911     MONUMENTED       IBC
 TE2236
 TE2236                          STATION DESCRIPTION
 TE2236
 TE2236'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2236'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2236'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2236'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2236'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2236'
 TE2236'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2236'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2236'---OCTOBER 20, 1818---.
 TE2236'
 TE2236'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2236'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2236'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2236'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2236'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2236'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2236'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2236'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2236'
 TE2236'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2236'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2236'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2236'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2236'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2236'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2236'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2236'AND---CANADA---ON THE WEST SIDE.
 TE2236'
 TE2236'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2236'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2236'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2236'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2236'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2237 ***********************************************************************
 TE2237  DESIGNATION -  BOUNDARY MON 769
 TE2237  PID         -  TE2237
 TE2237  STATE/COUNTY-  ND/CAVALIER
 TE2237  USGS QUAD   -  
 TE2237
 TE2237                         *CURRENT SURVEY CONTROL
 TE2237  ___________________________________________________________________
 TE2237* NAD 83(1996)-  49 00 00.60289(N)    098 36 18.82474(W)     ADJUSTED  
 TE2237* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 TE2237  ___________________________________________________________________
 TE2237  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 TE2237  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE2237
 TE2237  HORZ ORDER  -  THIRD
 TE2237
 TE2237.The horizontal coordinates were established by classical geodetic methods
 TE2237.and adjusted by the National Geodetic Survey in January 1998..
 TE2237
 TE2237.The orthometric height was scaled from a topographic map.
 TE2237
 TE2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2237
 TE2237.The geoid height was determined by GEOID03.
 TE2237
 TE2237;                    North         East     Units Scale Factor Converg.
 TE2237;SPC ND N     -   224,102.385   738,638.183   MT  1.00006388   +1 24 35.9
 TE2237;SPC ND N     -   735,244.05  2,423,353.62   iFT  1.00006388   +1 24 35.9
 TE2237;UTM  14      - 5,427,549.472   528,874.412   MT  0.99961024   +0 17 52.6
 TE2237
 TE2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2237!SPC ND N     -   0.99993038  x   1.00006388  =   0.99999425
 TE2237!UTM  14      -   0.99993038  x   0.99961024  =   0.99954064
 TE2237
 TE2237|---------------------------------------------------------------------|
 TE2237| PID    Reference Object                     Distance      Geod. Az  |
 TE2237|                                                           dddmmss.s |
 TE2237| TE2145 HUB 11                              295.901 METERS 26955     |
 TE2237|---------------------------------------------------------------------|
 TE2237
 TE2237                          SUPERSEDED SURVEY CONTROL
 TE2237
 TE2237  NAD 83(1986)-  49 00 00.59669(N)    098 36 18.80896(W) AD(       ) 3
 TE2237
 TE2237.Superseded values are not recommended for survey control.
 TE2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2237.See file dsdata.txt to determine how the superseded data were derived.
 TE2237
 TE2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2887427549(NAD 83)
 TE2237_MARKER: Z = SEE DESCRIPTION
 TE2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2237+STABILITY: SURFACE MOTION
 TE2237
 TE2237  HISTORY     - Date     Condition        Report By
 TE2237  HISTORY     - 1911     MONUMENTED       IBC
 TE2237
 TE2237                          STATION DESCRIPTION
 TE2237
 TE2237'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2237'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2237'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2237'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2237'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2237'
 TE2237'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2237'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2237'---OCTOBER 20, 1818---.
 TE2237'
 TE2237'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2237'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2237'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2237'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2237'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2237'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2237'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2237'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2237'
 TE2237'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2237'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2237'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2237'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2237'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2237'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2237'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2237'AND---CANADA---ON THE WEST SIDE.
 TE2237'
 TE2237'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2237'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2237'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2237'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2237'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2112 ***********************************************************************
 TE2112  DESIGNATION -  BOUNDARY MON 770
 TE2112  PID         -  TE2112
 TE2112  STATE/COUNTY-  ND/CAVALIER
 TE2112  USGS QUAD   -  
 TE2112
 TE2112                         *CURRENT SURVEY CONTROL
 TE2112  ___________________________________________________________________
 TE2112* NAD 83(1996)-  49 00 00.61483(N)    098 34 59.42537(W)     ADJUSTED  
 TE2112* NAVD 88     -       471.7    (meters)    1548.     (feet)  VERTCON   
 TE2112  ___________________________________________________________________
 TE2112  X           -    -625,741.538 (meters)                     COMP
 TE2112  Y           -  -4,145,757.222 (meters)                     COMP
 TE2112  Z           -   4,790,909.372 (meters)                     COMP
 TE2112  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 TE2112  ELLIP HEIGHT-         448.07  (meters)          (03/16/99) GPS OBS
 TE2112  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 TE2112
 TE2112  HORZ ORDER  -  FIRST
 TE2112  ELLP ORDER  -  FOURTH    CLASS I
 TE2112
 TE2112.The horizontal coordinates were established by GPS observations
 TE2112.and adjusted by the National Geodetic Survey in January 1998..
 TE2112
 TE2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2112
 TE2112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE2112
 TE2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2112
 TE2112.The ellipsoidal height was determined by GPS observations
 TE2112.and is referenced to NAD 83.
 TE2112
 TE2112.The geoid height was determined by GEOID03.
 TE2112
 TE2112;                    North         East     Units Scale Factor Converg.
 TE2112;SPC ND N     -   224,142.698   740,251.609   MT  1.00006388   +1 25 34.9
 TE2112;SPC ND N     -   735,376.31  2,428,647.01   iFT  1.00006388   +1 25 34.9
 TE2112;UTM  14      - 5,427,558.464   530,487.586   MT  0.99961142   +0 18 52.5
 TE2112
 TE2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2112!SPC ND N     -   0.99992979  x   1.00006388  =   0.99999366
 TE2112!UTM  14      -   0.99992979  x   0.99961142  =   0.99954123
 TE2112
 TE2112:                Primary Azimuth Mark                     Grid Az
 TE2112:SPC ND N     -  BOUNDARY MON 769                         268 34 07.9
 TE2112:UTM  14      -  BOUNDARY MON 769                         269 40 50.3
 TE2112
 TE2112|---------------------------------------------------------------------|
 TE2112| PID    Reference Object                     Distance      Geod. Az  |
 TE2112|                                                           dddmmss.s |
 TE2112| TE2237 BOUNDARY MON 769                    APPROX. 1.6 KM 2695942.8 |
 TE2112| TE2146 HUB 12                              175.612 METERS 27031     |
 TE2112|---------------------------------------------------------------------|
 TE2112
 TE2112                          SUPERSEDED SURVEY CONTROL
 TE2112
 TE2112  ELLIP H (01/23/98)  447.93   (m)                       GP(       ) 4 1
 TE2112  NAD 83(1986)-  49 00 00.60877(N)    098 34 59.40943(W) AD(       ) 1
 TE2112  NGVD 29 (08/25/89)  471.3    (m)         1546.     (f) GPS OBS        
 TE2112
 TE2112.Superseded values are not recommended for survey control.
 TE2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2112.See file dsdata.txt to determine how the superseded data were derived.
 TE2112
 TE2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3048827558(NAD 83)
 TE2112_MARKER: DU = BOUNDARY MARKER
 TE2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2112+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 TE2112
 TE2112  HISTORY     - Date     Condition        Report By
 TE2112  HISTORY     - 1911     MONUMENTED       IBC
 TE2112  HISTORY     - 1911     GOOD             IBC
 TE2112  HISTORY     - 19880919 SEE DESCRIPTION  NGS
 TE2112
 TE2112                          STATION DESCRIPTION
 TE2112
 TE2112'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2112'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2112'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2112'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2112'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2112'
 TE2112'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2112'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2112'---OCTOBER 20, 1818---.
 TE2112'
 TE2112'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2112'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2112'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2112'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2112'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2112'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2112'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2112'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2112'
 TE2112'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2112'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2112'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2112'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2112'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2112'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2112'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2112'AND---CANADA---ON THE WEST SIDE.
 TE2112'
 TE2112'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2112'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2112'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2112'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2112'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2112
 TE2112                          STATION RECOVERY (1911)
 TE2112
 TE2112'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TE2112'RECOVERED IN GOOD CONDITION.
 TE2112
 TE2112                          STATION RECOVERY (1988)
 TE2112
 TE2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE2112'THE MONUMENT IS LOCATED ABOUT 31.78 KM (19.75 MI) NORTHWEST OF LANGDON
 TE2112'AND ABOUT 8.05 KM (5.00 MI) EAST OF THE HANNAH, NORTH DAKOTA -
 TE2112'SNOWFLAKE, MANITOBA BORDER CROSSING.
 TE2112'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS AT THE HANNAH -
 TE2112'SNOWFLAKE BORDER CROSSING, GO NORTH ON MANITOBA PROVINCIAL HIGHWAY
 TE2112'242 FOR 6.11 KM (3.80 MI) TO THE INTERSECTION OF MANITOBA PROVINCIAL
 TE2112'HIGHWAY 201.  TURN RIGHT AND GO EAST ON PROVINCIAL HIGHWAY 201 FOR
 TE2112'7.56 KM (4.70 MI) TO A BRIDGE OVER SNOWFLAKE CREEK.  CONTINUE EAST ON
 TE2112'HIGHWAY 201 FOR 3.83 KM (2.40 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 TE2112'AND GO SOUTH ON THE GRAVEL ROAD FOR 0.96 KM (0.60 MI) TO WHERE THE
 TE2112'GRAVEL ROAD ENDS AT THE ROBERT ADAMS FARMHOUSE.  CONTINUE STRAIGHT
 TE2112'AHEAD ON A TRACK FIELD ROAD FOR 0.48 KM (0.30 MI) TO AN EAST-WEST
 TE2112'TRACK ROAD ON THE NORTH SIDE OF A SLOUGH.  TURN RIGHT AND GO WEST ON
 TE2112'THE TRACK ROAD FOR 0.72 KM (0.45 MI) TO A FENCE AND GATE.  PASS
 TE2112'THROUGH THE GATE, TURN LEFT, AND GO SOUTH FOR 0.24 KM (0.15 MI) TO A
 TE2112'FENCE CORNER AT THE BOUNDARY.  TURN RIGHT AND GO WEST ALONG THE
 TE2112'BOUNDARY FOR 0.96 KM (0.60 MI) TO THE MONUMENT.
 TE2112'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.32 M
 TE2112'(4.3 FT) ABOVE THE SURFACE.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TE2112'LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE, --TREATY OF
 TE2112'1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH SIDE AND
 TE2112'--CANADA-- ON THE NORTH SIDE.  THE NUMBER --770-- IS DRILLED NEAR THE
 TE2112'TOP OF THE EAST SIDE OF THE OBELISK.
 TE2112'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 3 CM TO THE EAST.
 TE2112'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 3 CM WEST OF THE APEX AND ON
 TE2112'THE WEST FACE OF THE TOP OF THE OBELISK.  THE AREA AROUND THE PUNCH
 TE2112'MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED
 TE2112'BY A PUNCH MARK WILL BY REPLUMBED AT A FUTURE DATE BY THE IBC.  THE
 TE2112'GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING THE
 TE2112'REPLUMBING.
 TE2112'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2238 ***********************************************************************
 TE2238  DESIGNATION -  BOUNDARY MON 771
 TE2238  PID         -  TE2238
 TE2238  STATE/COUNTY-  ND/CAVALIER
 TE2238  USGS QUAD   -  
 TE2238
 TE2238                         *CURRENT SURVEY CONTROL
 TE2238  ___________________________________________________________________
 TE2238* NAD 83(1996)-  49 00 00.63391(N)    098 33 39.24329(W)     ADJUSTED  
 TE2238* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2238  ___________________________________________________________________
 TE2238  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 TE2238  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 TE2238
 TE2238  HORZ ORDER  -  THIRD
 TE2238
 TE2238.The horizontal coordinates were established by classical geodetic methods
 TE2238.and adjusted by the National Geodetic Survey in January 1998..
 TE2238
 TE2238.The orthometric height was scaled from a topographic map.
 TE2238
 TE2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2238
 TE2238.The geoid height was determined by GEOID03.
 TE2238
 TE2238;                    North         East     Units Scale Factor Converg.
 TE2238;SPC ND N     -   224,184.093   741,880.923   MT  1.00006388   +1 26 34.6
 TE2238;SPC ND N     -   735,512.12  2,433,992.53   iFT  1.00006388   +1 26 34.6
 TE2238;UTM  14      - 5,427,568.236   532,116.659   MT  0.99961267   +0 19 53.0
 TE2238
 TE2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2238!SPC ND N     -   0.99993007  x   1.00006388  =   0.99999395
 TE2238!UTM  14      -   0.99993007  x   0.99961267  =   0.99954277
 TE2238
 TE2238:                Primary Azimuth Mark                     Grid Az
 TE2238:SPC ND N     -  HUB 12                                   268 35 53.8
 TE2238:UTM  14      -  HUB 12                                   269 42 35.4
 TE2238
 TE2238|---------------------------------------------------------------------|
 TE2238| PID    Reference Object                     Distance      Geod. Az  |
 TE2238|                                                           dddmmss.s |
 TE2238| TE2146 HUB 12                              APPROX. 1.8 KM 2700228.4 |
 TE2238|---------------------------------------------------------------------|
 TE2238
 TE2238                          SUPERSEDED SURVEY CONTROL
 TE2238
 TE2238  NAD 83(1986)-  49 00 00.62795(N)    098 33 39.23293(W) AD(       ) 3
 TE2238
 TE2238.Superseded values are not recommended for survey control.
 TE2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2238.See file dsdata.txt to determine how the superseded data were derived.
 TE2238
 TE2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3211727568(NAD 83)
 TE2238_MARKER: Z = SEE DESCRIPTION
 TE2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2238+STABILITY: SURFACE MOTION
 TE2238
 TE2238  HISTORY     - Date     Condition        Report By
 TE2238  HISTORY     - 1911     MONUMENTED       IBC
 TE2238
 TE2238                          STATION DESCRIPTION
 TE2238
 TE2238'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2238'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2238'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2238'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2238'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2238'
 TE2238'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2238'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2238'---OCTOBER 20, 1818---.
 TE2238'
 TE2238'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2238'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2238'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2238'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2238'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2238'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2238'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2238'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2238'
 TE2238'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2238'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2238'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2238'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2238'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2238'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2238'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2238'AND---CANADA---ON THE WEST SIDE.
 TE2238'
 TE2238'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2238'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2238'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2238'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2238'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2239 ***********************************************************************
 TE2239  DESIGNATION -  BOUNDARY MON 772
 TE2239  PID         -  TE2239
 TE2239  STATE/COUNTY-  ND/CAVALIER
 TE2239  USGS QUAD   -  
 TE2239
 TE2239                         *CURRENT SURVEY CONTROL
 TE2239  ___________________________________________________________________
 TE2239* NAD 83(1996)-  49 00 00.67965(N)    098 32 19.76930(W)     ADJUSTED  
 TE2239* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 TE2239  ___________________________________________________________________
 TE2239  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 TE2239  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 TE2239
 TE2239  HORZ ORDER  -  THIRD
 TE2239
 TE2239.The horizontal coordinates were established by classical geodetic methods
 TE2239.and adjusted by the National Geodetic Survey in January 1998..
 TE2239
 TE2239.The orthometric height was scaled from a topographic map.
 TE2239
 TE2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2239
 TE2239.The geoid height was determined by GEOID03.
 TE2239
 TE2239;                    North         East     Units Scale Factor Converg.
 TE2239;SPC ND N     -   224,226.417   743,495.815   MT  1.00006389   +1 27 33.8
 TE2239;SPC ND N     -   735,650.97  2,439,290.73   iFT  1.00006389   +1 27 33.8
 TE2239;UTM  14      - 5,427,579.223   533,731.340   MT  0.99961398   +0 20 53.0
 TE2239
 TE2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2239!SPC ND N     -   0.99992992  x   1.00006389  =   0.99999381
 TE2239!UTM  14      -   0.99992992  x   0.99961398  =   0.99954393
 TE2239
 TE2239:                Primary Azimuth Mark                     Grid Az
 TE2239:SPC ND N     -  HUB 13                                   268 38 04.4
 TE2239:UTM  14      -  HUB 13                                   269 44 45.2
 TE2239
 TE2239|---------------------------------------------------------------------|
 TE2239| PID    Reference Object                     Distance      Geod. Az  |
 TE2239|                                                           dddmmss.s |
 TE2239| TE2147 HUB 13                              APPROX. 1.0 KM 2700538.2 |
 TE2239|---------------------------------------------------------------------|
 TE2239
 TE2239                          SUPERSEDED SURVEY CONTROL
 TE2239
 TE2239  NAD 83(1986)-  49 00 00.67376(N)    098 32 19.75888(W) AD(       ) 3
 TE2239
 TE2239.Superseded values are not recommended for survey control.
 TE2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2239.See file dsdata.txt to determine how the superseded data were derived.
 TE2239
 TE2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3373127579(NAD 83)
 TE2239_MARKER: Z = SEE DESCRIPTION
 TE2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2239+STABILITY: SURFACE MOTION
 TE2239
 TE2239  HISTORY     - Date     Condition        Report By
 TE2239  HISTORY     - 1911     MONUMENTED       IBC
 TE2239
 TE2239                          STATION DESCRIPTION
 TE2239
 TE2239'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2239'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2239'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2239'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2239'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2239'
 TE2239'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2239'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2239'---OCTOBER 20, 1818---.
 TE2239'
 TE2239'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2239'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2239'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2239'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2239'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2239'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2239'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2239'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2239'
 TE2239'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2239'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2239'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2239'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2239'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2239'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2239'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2239'AND---CANADA---ON THE WEST SIDE.
 TE2239'
 TE2239'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2239'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2239'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2239'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2239'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2240 ***********************************************************************
 TE2240  DESIGNATION -  BOUNDARY MON 773
 TE2240  PID         -  TE2240
 TE2240  STATE/COUNTY-  ND/CAVALIER
 TE2240  USGS QUAD   -  
 TE2240
 TE2240                         *CURRENT SURVEY CONTROL
 TE2240  ___________________________________________________________________
 TE2240* NAD 83(1996)-  49 00 00.69787(N)    098 31 00.48905(W)     ADJUSTED  
 TE2240* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2240  ___________________________________________________________________
 TE2240  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 TE2240  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE2240
 TE2240  HORZ ORDER  -  THIRD
 TE2240
 TE2240.The horizontal coordinates were established by classical geodetic methods
 TE2240.and adjusted by the National Geodetic Survey in January 1998..
 TE2240
 TE2240.The orthometric height was scaled from a topographic map.
 TE2240
 TE2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2240
 TE2240.The geoid height was determined by GEOID03.
 TE2240
 TE2240;                    North         East     Units Scale Factor Converg.
 TE2240;SPC ND N     -   224,268.252   745,106.779   MT  1.00006389   +1 28 32.7
 TE2240;SPC ND N     -   735,788.23  2,444,576.05   iFT  1.00006389   +1 28 32.7
 TE2240;UTM  14      - 5,427,589.804   535,342.089   MT  0.99961534   +0 21 52.8
 TE2240
 TE2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2240!SPC ND N     -   0.99993008  x   1.00006389  =   0.99999397
 TE2240!UTM  14      -   0.99993008  x   0.99961534  =   0.99954545
 TE2240
 TE2240:                Primary Azimuth Mark                     Grid Az
 TE2240:SPC ND N     -  HUB 14                                   268 19 05.4
 TE2240:UTM  14      -  HUB 14                                   269 25 45.3
 TE2240
 TE2240|---------------------------------------------------------------------|
 TE2240| PID    Reference Object                     Distance      Geod. Az  |
 TE2240|                                                           dddmmss.s |
 TE2240| TE2148 HUB 14                              APPROX. 0.5 KM 2694738.1 |
 TE2240|---------------------------------------------------------------------|
 TE2240
 TE2240                          SUPERSEDED SURVEY CONTROL
 TE2240
 TE2240  NAD 83(1986)-  49 00 00.69191(N)    098 31 00.47858(W) AD(       ) 3
 TE2240
 TE2240.Superseded values are not recommended for survey control.
 TE2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2240.See file dsdata.txt to determine how the superseded data were derived.
 TE2240
 TE2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3534227590(NAD 83)
 TE2240_MARKER: Z = SEE DESCRIPTION
 TE2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2240_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2240+STABILITY: SURFACE MOTION
 TE2240
 TE2240  HISTORY     - Date     Condition        Report By
 TE2240  HISTORY     - 1911     MONUMENTED       IBC
 TE2240
 TE2240                          STATION DESCRIPTION
 TE2240
 TE2240'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2240'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2240'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2240'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2240'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2240'
 TE2240'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2240'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2240'---OCTOBER 20, 1818---.
 TE2240'
 TE2240'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2240'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2240'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2240'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2240'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2240'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2240'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2240'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2240'
 TE2240'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2240'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2240'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2240'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2240'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2240'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2240'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2240'AND---CANADA---ON THE WEST SIDE.
 TE2240'
 TE2240'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2240'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2240'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2240'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2240'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2241 ***********************************************************************
 TE2241  DESIGNATION -  BOUNDARY MON 774
 TE2241  PID         -  TE2241
 TE2241  STATE/COUNTY-  ND/CAVALIER
 TE2241  USGS QUAD   -  
 TE2241
 TE2241                         *CURRENT SURVEY CONTROL
 TE2241  ___________________________________________________________________
 TE2241* NAD 83(1996)-  49 00 00.72463(N)    098 29 40.18931(W)     ADJUSTED  
 TE2241* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2241  ___________________________________________________________________
 TE2241  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 TE2241  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE2241
 TE2241  HORZ ORDER  -  THIRD
 TE2241
 TE2241.The horizontal coordinates were established by classical geodetic methods
 TE2241.and adjusted by the National Geodetic Survey in January 1998..
 TE2241
 TE2241.The orthometric height was scaled from a topographic map.
 TE2241
 TE2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2241
 TE2241.The geoid height was determined by GEOID03.
 TE2241
 TE2241;                    North         East     Units Scale Factor Converg.
 TE2241;SPC ND N     -   224,311.351   746,738.440   MT  1.00006389   +1 29 32.5
 TE2241;SPC ND N     -   735,929.63  2,449,929.27   iFT  1.00006389   +1 29 32.5
 TE2241;UTM  14      - 5,427,601.254   536,973.548   MT  0.99961679   +0 22 53.4
 TE2241
 TE2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2241!SPC ND N     -   0.99993009  x   1.00006389  =   0.99999397
 TE2241!UTM  14      -   0.99993009  x   0.99961679  =   0.99954690
 TE2241
 TE2241:                Primary Azimuth Mark                     Grid Az
 TE2241:SPC ND N     -  BOUNDARY MON 773                         268 29 13.3
 TE2241:UTM  14      -  BOUNDARY MON 773                         269 35 52.4
 TE2241
 TE2241|---------------------------------------------------------------------|
 TE2241| PID    Reference Object                     Distance      Geod. Az  |
 TE2241|                                                           dddmmss.s |
 TE2241| TE2240 BOUNDARY MON 773                    APPROX. 1.6 KM 2695845.8 |
 TE2241| TE2149 HUB 15                              271.891 METERS 27002     |
 TE2241|---------------------------------------------------------------------|
 TE2241
 TE2241                          SUPERSEDED SURVEY CONTROL
 TE2241
 TE2241  NAD 83(1986)-  49 00 00.71845(N)    098 29 40.17877(W) AD(       ) 3
 TE2241
 TE2241.Superseded values are not recommended for survey control.
 TE2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2241.See file dsdata.txt to determine how the superseded data were derived.
 TE2241
 TE2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3697427601(NAD 83)
 TE2241_MARKER: Z = SEE DESCRIPTION
 TE2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2241+STABILITY: SURFACE MOTION
 TE2241
 TE2241  HISTORY     - Date     Condition        Report By
 TE2241  HISTORY     - 1911     MONUMENTED       IBC
 TE2241
 TE2241                          STATION DESCRIPTION
 TE2241
 TE2241'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2241'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2241'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2241'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2241'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2241'
 TE2241'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2241'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2241'---OCTOBER 20, 1818---.
 TE2241'
 TE2241'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2241'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2241'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2241'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2241'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2241'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2241'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2241'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2241'
 TE2241'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2241'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2241'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2241'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2241'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2241'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2241'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2241'AND---CANADA---ON THE WEST SIDE.
 TE2241'
 TE2241'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2241'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2241'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2241'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2241'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2242 ***********************************************************************
 TE2242  DESIGNATION -  BOUNDARY MON 775
 TE2242  PID         -  TE2242
 TE2242  STATE/COUNTY-  ND/CAVALIER
 TE2242  USGS QUAD   -  
 TE2242
 TE2242                         *CURRENT SURVEY CONTROL
 TE2242  ___________________________________________________________________
 TE2242* NAD 83(1996)-  49 00 00.75107(N)    098 28 21.77292(W)     ADJUSTED  
 TE2242* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2242  ___________________________________________________________________
 TE2242  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TE2242  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 TE2242
 TE2242  HORZ ORDER  -  THIRD
 TE2242
 TE2242.The horizontal coordinates were established by classical geodetic methods
 TE2242.and adjusted by the National Geodetic Survey in January 1998..
 TE2242
 TE2242.The orthometric height was scaled from a topographic map.
 TE2242
 TE2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2242
 TE2242.The geoid height was determined by GEOID03.
 TE2242
 TE2242;                    North         East     Units Scale Factor Converg.
 TE2242;SPC ND N     -   224,353.905   748,331.819   MT  1.00006389   +1 30 30.9
 TE2242;SPC ND N     -   736,069.24  2,455,156.89   iFT  1.00006389   +1 30 30.9
 TE2242;UTM  14      - 5,427,612.908   538,566.742   MT  0.99961827   +0 23 52.6
 TE2242
 TE2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2242!SPC ND N     -   0.99993009  x   1.00006389  =   0.99999398
 TE2242!UTM  14      -   0.99993009  x   0.99961827  =   0.99954839
 TE2242
 TE2242:                Primary Azimuth Mark                     Grid Az
 TE2242:SPC ND N     -  BOUNDARY MON 774                         268 28 13.0
 TE2242:UTM  14      -  BOUNDARY MON 774                         269 34 51.3
 TE2242
 TE2242|---------------------------------------------------------------------|
 TE2242| PID    Reference Object                     Distance      Geod. Az  |
 TE2242|                                                           dddmmss.s |
 TE2242| TE2241 BOUNDARY MON 774                    APPROX. 1.6 KM 2695843.9 |
 TE2242|---------------------------------------------------------------------|
 TE2242
 TE2242                          SUPERSEDED SURVEY CONTROL
 TE2242
 TE2242  NAD 83(1986)-  49 00 00.74456(N)    098 28 21.76232(W) AD(       ) 3
 TE2242
 TE2242.Superseded values are not recommended for survey control.
 TE2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2242.See file dsdata.txt to determine how the superseded data were derived.
 TE2242
 TE2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3856727613(NAD 83)
 TE2242_MARKER: Z = SEE DESCRIPTION
 TE2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2242_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2242+STABILITY: SURFACE MOTION
 TE2242
 TE2242  HISTORY     - Date     Condition        Report By
 TE2242  HISTORY     - 1911     MONUMENTED       IBC
 TE2242
 TE2242                          STATION DESCRIPTION
 TE2242
 TE2242'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2242'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2242'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2242'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2242'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2242'
 TE2242'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2242'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2242'---OCTOBER 20, 1818---.
 TE2242'
 TE2242'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2242'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2242'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2242'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2242'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2242'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2242'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2242'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2242'
 TE2242'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2242'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2242'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2242'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2242'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2242'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2242'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2242'AND---CANADA---ON THE WEST SIDE.
 TE2242'
 TE2242'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2242'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2242'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2242'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2242'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2243 ***********************************************************************
 TE2243  DESIGNATION -  BOUNDARY MON 776
 TE2243  PID         -  TE2243
 TE2243  STATE/COUNTY-  ND/CAVALIER
 TE2243  USGS QUAD   -  
 TE2243
 TE2243                         *CURRENT SURVEY CONTROL
 TE2243  ___________________________________________________________________
 TE2243* NAD 83(1996)-  49 00 00.78398(N)    098 27 03.42450(W)     ADJUSTED  
 TE2243* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2243  ___________________________________________________________________
 TE2243  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TE2243  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE2243
 TE2243  HORZ ORDER  -  THIRD
 TE2243
 TE2243.The horizontal coordinates were established by classical geodetic methods
 TE2243.and adjusted by the National Geodetic Survey in January 1998..
 TE2243
 TE2243.The orthometric height was scaled from a topographic map.
 TE2243
 TE2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2243
 TE2243.The geoid height was determined by GEOID03.
 TE2243
 TE2243;                    North         East     Units Scale Factor Converg.
 TE2243;SPC ND N     -   224,397.073   749,923.800   MT  1.00006390   +1 31 29.2
 TE2243;SPC ND N     -   736,210.87  2,460,379.92   iFT  1.00006390   +1 31 29.2
 TE2243;UTM  14      - 5,427,625.209   540,158.552   MT  0.99961981   +0 24 51.8
 TE2243
 TE2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2243!SPC ND N     -   0.99993010  x   1.00006390  =   0.99999399
 TE2243!UTM  14      -   0.99993010  x   0.99961981  =   0.99954993
 TE2243
 TE2243|---------------------------------------------------------------------|
 TE2243| PID    Reference Object                     Distance      Geod. Az  |
 TE2243|                                                           dddmmss.s |
 TE2243| TE2151 HUB 17                              285.632 METERS 08652     |
 TE2243| TE2242 BOUNDARY MON 775                    APPROX. 1.6 KM 2695817.9 |
 TE2243|---------------------------------------------------------------------|
 TE2243
 TE2243                          SUPERSEDED SURVEY CONTROL
 TE2243
 TE2243  NAD 83(1986)-  49 00 00.77700(N)    098 27 03.41385(W) AD(       ) 3
 TE2243
 TE2243.Superseded values are not recommended for survey control.
 TE2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2243.See file dsdata.txt to determine how the superseded data were derived.
 TE2243
 TE2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4015927625(NAD 83)
 TE2243_MARKER: Z = SEE DESCRIPTION
 TE2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2243+STABILITY: SURFACE MOTION
 TE2243
 TE2243  HISTORY     - Date     Condition        Report By
 TE2243  HISTORY     - 1911     MONUMENTED       IBC
 TE2243
 TE2243                          STATION DESCRIPTION
 TE2243
 TE2243'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2243'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2243'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2243'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2243'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2243'
 TE2243'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2243'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2243'---OCTOBER 20, 1818---.
 TE2243'
 TE2243'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2243'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2243'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2243'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2243'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2243'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2243'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2243'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2243'
 TE2243'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2243'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2243'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2243'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2243'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2243'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2243'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2243'AND---CANADA---ON THE WEST SIDE.
 TE2243'
 TE2243'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2243'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2243'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2243'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2243'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2244 ***********************************************************************
 TE2244  DESIGNATION -  BOUNDARY MON 777
 TE2244  PID         -  TE2244
 TE2244  STATE/COUNTY-  ND/CAVALIER
 TE2244  USGS QUAD   -  
 TE2244
 TE2244                         *CURRENT SURVEY CONTROL
 TE2244  ___________________________________________________________________
 TE2244* NAD 83(1996)-  49 00 00.80110(N)    098 25 44.15220(W)     ADJUSTED  
 TE2244* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 TE2244  ___________________________________________________________________
 TE2244  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TE2244  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE2244
 TE2244  HORZ ORDER  -  THIRD
 TE2244
 TE2244.The horizontal coordinates were established by classical geodetic methods
 TE2244.and adjusted by the National Geodetic Survey in January 1998..
 TE2244
 TE2244.The orthometric height was scaled from a topographic map.
 TE2244
 TE2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2244
 TE2244.The geoid height was determined by GEOID03.
 TE2244
 TE2244;                    North         East     Units Scale Factor Converg.
 TE2244;SPC ND N     -   224,440.709   751,534.554   MT  1.00006390   +1 32 28.1
 TE2244;SPC ND N     -   736,354.03  2,465,664.55   iFT  1.00006390   +1 32 28.1
 TE2244;UTM  14      - 5,427,637.620   541,769.135   MT  0.99962143   +0 25 51.6
 TE2244
 TE2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2244!SPC ND N     -   0.99992948  x   1.00006390  =   0.99999337
 TE2244!UTM  14      -   0.99992948  x   0.99962143  =   0.99955093
 TE2244
 TE2244:                Primary Azimuth Mark                     Grid Az
 TE2244:SPC ND N     -  BOUNDARY MON 776                         268 26 54.1
 TE2244:UTM  14      -  BOUNDARY MON 776                         269 33 30.6
 TE2244
 TE2244|---------------------------------------------------------------------|
 TE2244| PID    Reference Object                     Distance      Geod. Az  |
 TE2244|                                                           dddmmss.s |
 TE2244| TE2243 BOUNDARY MON 776                    APPROX. 1.6 KM 2695922.2 |
 TE2244| TE2152 HUB 18                              101.871 METERS 27135     |
 TE2244|---------------------------------------------------------------------|
 TE2244
 TE2244                          SUPERSEDED SURVEY CONTROL
 TE2244
 TE2244  NAD 83(1986)-  49 00 00.79335(N)    098 25 44.14153(W) AD(       ) 3
 TE2244
 TE2244.Superseded values are not recommended for survey control.
 TE2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2244.See file dsdata.txt to determine how the superseded data were derived.
 TE2244
 TE2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4176927638(NAD 83)
 TE2244_MARKER: Z = SEE DESCRIPTION
 TE2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2244_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2244+STABILITY: SURFACE MOTION
 TE2244
 TE2244  HISTORY     - Date     Condition        Report By
 TE2244  HISTORY     - 1911     MONUMENTED       IBC
 TE2244
 TE2244                          STATION DESCRIPTION
 TE2244
 TE2244'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2244'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2244'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2244'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2244'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2244'
 TE2244'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2244'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2244'---OCTOBER 20, 1818---.
 TE2244'
 TE2244'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2244'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2244'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2244'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2244'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2244'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2244'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2244'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2244'
 TE2244'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2244'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2244'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2244'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2244'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2244'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2244'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2244'AND---CANADA---ON THE WEST SIDE.
 TE2244'
 TE2244'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2244'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2244'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2244'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2244'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2245 ***********************************************************************
 TE2245  DESIGNATION -  BOUNDARY MON 778
 TE2245  PID         -  TE2245
 TE2245  STATE/COUNTY-  ND/CAVALIER
 TE2245  USGS QUAD   -  
 TE2245
 TE2245                         *CURRENT SURVEY CONTROL
 TE2245  ___________________________________________________________________
 TE2245* NAD 83(1996)-  49 00 00.84500(N)    098 24 24.70652(W)     ADJUSTED  
 TE2245* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 TE2245  ___________________________________________________________________
 TE2245  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 TE2245  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 TE2245
 TE2245  HORZ ORDER  -  THIRD
 TE2245
 TE2245.The horizontal coordinates were established by classical geodetic methods
 TE2245.and adjusted by the National Geodetic Survey in January 1998..
 TE2245
 TE2245.The orthometric height was scaled from a topographic map.
 TE2245
 TE2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2245
 TE2245.The geoid height was determined by GEOID03.
 TE2245
 TE2245;                    North         East     Units Scale Factor Converg.
 TE2245;SPC ND N     -   224,485.728   753,148.796   MT  1.00006390   +1 33 27.3
 TE2245;SPC ND N     -   736,501.73  2,470,960.62   iFT  1.00006390   +1 33 27.3
 TE2245;UTM  14      - 5,427,651.352   543,383.233   MT  0.99962312   +0 26 51.6
 TE2245
 TE2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2245!SPC ND N     -   0.99992901  x   1.00006390  =   0.99999291
 TE2245!UTM  14      -   0.99992901  x   0.99962312  =   0.99955216
 TE2245
 TE2245:                Primary Azimuth Mark                     Grid Az
 TE2245:SPC ND N     -  BOUNDARY MON 777                         268 24 09.5
 TE2245:UTM  14      -  BOUNDARY MON 777                         269 30 45.2
 TE2245
 TE2245|---------------------------------------------------------------------|
 TE2245| PID    Reference Object                     Distance      Geod. Az  |
 TE2245|                                                           dddmmss.s |
 TE2245| TE2244 BOUNDARY MON 777                    APPROX. 1.6 KM 2695736.8 |
 TE2245|---------------------------------------------------------------------|
 TE2245
 TE2245                          SUPERSEDED SURVEY CONTROL
 TE2245
 TE2245  NAD 83(1986)-  49 00 00.83598(N)    098 24 24.69581(W) AD(       ) 3
 TE2245
 TE2245.Superseded values are not recommended for survey control.
 TE2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2245.See file dsdata.txt to determine how the superseded data were derived.
 TE2245
 TE2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4338327651(NAD 83)
 TE2245_MARKER: Z = SEE DESCRIPTION
 TE2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2245+STABILITY: SURFACE MOTION
 TE2245
 TE2245  HISTORY     - Date     Condition        Report By
 TE2245  HISTORY     - 1911     MONUMENTED       IBC
 TE2245  HISTORY     - 1966     GOOD             IBC
 TE2245
 TE2245                          STATION DESCRIPTION
 TE2245
 TE2245'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2245'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2245'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2245'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2245'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2245'
 TE2245'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2245'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2245'---OCTOBER 20, 1818---.
 TE2245'
 TE2245'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2245'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2245'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2245'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2245'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2245'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2245'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2245'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2245'
 TE2245'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2245'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2245'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2245'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2245'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2245'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2245'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2245'AND---CANADA---ON THE WEST SIDE.
 TE2245'
 TE2245'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2245'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2245'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2245'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2245'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2245
 TE2245                          STATION RECOVERY (1966)
 TE2245
 TE2245'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (WRH)
 TE2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2246 ***********************************************************************
 TE2246  DESIGNATION -  BOUNDARY MON 779
 TE2246  PID         -  TE2246
 TE2246  STATE/COUNTY-  ND/CAVALIER
 TE2246  USGS QUAD   -  
 TE2246
 TE2246                         *CURRENT SURVEY CONTROL
 TE2246  ___________________________________________________________________
 TE2246* NAD 83(1996)-  49 00 00.85261(N)    098 23 05.43848(W)     ADJUSTED  
 TE2246* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 TE2246  ___________________________________________________________________
 TE2246  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 TE2246  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE2246
 TE2246  HORZ ORDER  -  THIRD
 TE2246
 TE2246.The horizontal coordinates were established by classical geodetic methods
 TE2246.and adjusted by the National Geodetic Survey in January 1998..
 TE2246
 TE2246.The orthometric height was scaled from a topographic map.
 TE2246
 TE2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2246
 TE2246.The geoid height was determined by GEOID03.
 TE2246
 TE2246;                    North         East     Units Scale Factor Converg.
 TE2246;SPC ND N     -   224,529.989   754,759.446   MT  1.00006390   +1 34 26.2
 TE2246;SPC ND N     -   736,646.95  2,476,244.90   iFT  1.00006390   +1 34 26.2
 TE2246;UTM  14      - 5,427,664.404   544,993.729   MT  0.99962487   +0 27 51.4
 TE2246
 TE2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2246!SPC ND N     -   0.99992933  x   1.00006390  =   0.99999323
 TE2246!UTM  14      -   0.99992933  x   0.99962487  =   0.99955423
 TE2246
 TE2246:                Primary Azimuth Mark                     Grid Az
 TE2246:SPC ND N     -  BOUNDARY MON 778                         268 25 33.6
 TE2246:UTM  14      -  BOUNDARY MON 778                         269 32 08.4
 TE2246
 TE2246|---------------------------------------------------------------------|
 TE2246| PID    Reference Object                     Distance      Geod. Az  |
 TE2246|                                                           dddmmss.s |
 TE2246| TE2245 BOUNDARY MON 778                    APPROX. 1.6 KM 2695959.8 |
 TE2246| TE2155 HUB 20                              257.489 METERS 27117     |
 TE2246|---------------------------------------------------------------------|
 TE2246
 TE2246                          SUPERSEDED SURVEY CONTROL
 TE2246
 TE2246  NAD 83(1986)-  49 00 00.84179(N)    098 23 05.42707(W) AD(       ) 3
 TE2246
 TE2246.Superseded values are not recommended for survey control.
 TE2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2246.See file dsdata.txt to determine how the superseded data were derived.
 TE2246
 TE2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4499427664(NAD 83)
 TE2246_MARKER: Z = SEE DESCRIPTION
 TE2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2246+STABILITY: SURFACE MOTION
 TE2246
 TE2246  HISTORY     - Date     Condition        Report By
 TE2246  HISTORY     - 1911     MONUMENTED       IBC
 TE2246  HISTORY     - 1966     GOOD             IBC
 TE2246
 TE2246                          STATION DESCRIPTION
 TE2246
 TE2246'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2246'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2246'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2246'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2246'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2246'
 TE2246'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2246'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2246'---OCTOBER 20, 1818---.
 TE2246'
 TE2246'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2246'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2246'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2246'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2246'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2246'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2246'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2246'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2246'
 TE2246'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2246'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2246'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2246'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2246'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2246'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2246'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2246'AND---CANADA---ON THE WEST SIDE.
 TE2246'
 TE2246'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2246'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2246'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2246'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2246'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2246
 TE2246                          STATION RECOVERY (1966)
 TE2246
 TE2246'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (WRH)
 TE2246'RECOVERED IN GOOD CONDITION IN 1938 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2247 ***********************************************************************
 TE2247  DESIGNATION -  BOUNDARY MON 779 A
 TE2247  PID         -  TE2247
 TE2247  STATE/COUNTY-  ND/CAVALIER
 TE2247  USGS QUAD   -  
 TE2247
 TE2247                         *CURRENT SURVEY CONTROL
 TE2247  ___________________________________________________________________
 TE2247* NAD 83(1996)-  49 00 00.88101(N)    098 21 54.36448(W)     ADJUSTED  
 TE2247* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 TE2247  ___________________________________________________________________
 TE2247  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TE2247  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 TE2247
 TE2247  HORZ ORDER  -  THIRD
 TE2247
 TE2247.The horizontal coordinates were established by classical geodetic methods
 TE2247.and adjusted by the National Geodetic Survey in January 1998..
 TE2247
 TE2247.The orthometric height was scaled from a topographic map.
 TE2247
 TE2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2247
 TE2247.The geoid height was determined by GEOID03.
 TE2247
 TE2247;                    North         East     Units Scale Factor Converg.
 TE2247;SPC ND N     -   224,570.733   756,203.571   MT  1.00006390   +1 35 19.1
 TE2247;SPC ND N     -   736,780.62  2,480,982.84   iFT  1.00006390   +1 35 19.1
 TE2247;UTM  14      - 5,427,677.170   546,437.739   MT  0.99962649   +0 28 45.0
 TE2247
 TE2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2247!SPC ND N     -   0.99992934  x   1.00006390  =   0.99999323
 TE2247!UTM  14      -   0.99992934  x   0.99962649  =   0.99955585
 TE2247
 TE2247|---------------------------------------------------------------------|
 TE2247| PID    Reference Object                     Distance      Geod. Az  |
 TE2247|                                                           dddmmss.s |
 TE2247| TE2248 BOUNDARY MON 779 B                   33.551 METERS 08958     |
 TE2247| TE2246 BOUNDARY MON 779                    APPROX. 1.4 KM 2695821.5 |
 TE2247|---------------------------------------------------------------------|
 TE2247
 TE2247                          SUPERSEDED SURVEY CONTROL
 TE2247
 TE2247  NAD 83(1986)-  49 00 00.86952(N)    098 21 54.35288(W) AD(       ) 3
 TE2247
 TE2247.Superseded values are not recommended for survey control.
 TE2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2247.See file dsdata.txt to determine how the superseded data were derived.
 TE2247
 TE2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4643827677(NAD 83)
 TE2247_MARKER: U = CONCRETE POST
 TE2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2247+STABILITY: SURFACE MOTION
 TE2247
 TE2247  HISTORY     - Date     Condition        Report By
 TE2247  HISTORY     - 1938     MONUMENTED       IBC
 TE2247  HISTORY     - 1966     GOOD             IBC
 TE2247
 TE2247                          STATION DESCRIPTION
 TE2247
 TE2247'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2247'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TE2247'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TE2247'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TE2247'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TE2247'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TE2247'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TE2247'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TE2247'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TE2247'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TE2247'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TE2247'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TE2247'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TE2247'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TE2247'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TE2247'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TE2247'CONCRETE.
 TE2247'
 TE2247'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TE2247'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TE2247'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TE2247'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TE2247'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TE2247'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TE2247'SET ON A STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENT 779
 TE2247'AND 780, TO MARK THE BOUNDARY CROSSING ON THE HIGHWAY LEADING SOUTH
 TE2247'FROM WINDYGATES, MANITOBA, THROUGH THE VILLAGE OF MAIDA TO LANGDON,
 TE2247'NORTH DAKOTA.  THIS IS THE HIGHWAY UPON WHICH THE CANADIAN CUSTOMS
 TE2247'BUILDING IS LOCATED AND UPON WHICH THE UNITED STATES CUSTOMS BUILDING
 TE2247'IS TO BE ERECTED.
 TE2247
 TE2247                          STATION RECOVERY (1966)
 TE2247
 TE2247'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (NWS)
 TE2247'RECOVERED IN GOOD CONDITION IN 1946, 1947, 1956, 1964, 1965 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2248 ***********************************************************************
 TE2248  DESIGNATION -  BOUNDARY MON 779 B
 TE2248  PID         -  TE2248
 TE2248  STATE/COUNTY-  ND/CAVALIER
 TE2248  USGS QUAD   -  
 TE2248
 TE2248                         *CURRENT SURVEY CONTROL
 TE2248  ___________________________________________________________________
 TE2248* NAD 83(1996)-  49 00 00.88152(N)    098 21 52.71377(W)     ADJUSTED  
 TE2248* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 TE2248  ___________________________________________________________________
 TE2248  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TE2248  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE2248
 TE2248  HORZ ORDER  -  THIRD
 TE2248
 TE2248.The horizontal coordinates were established by classical geodetic methods
 TE2248.and adjusted by the National Geodetic Survey in January 1998..
 TE2248
 TE2248.The orthometric height was scaled from a topographic map.
 TE2248
 TE2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2248
 TE2248.The geoid height was determined by GEOID03.
 TE2248
 TE2248;                    North         East     Units Scale Factor Converg.
 TE2248;SPC ND N     -   224,571.680   756,237.111   MT  1.00006390   +1 35 20.4
 TE2248;SPC ND N     -   736,783.73  2,481,092.88   iFT  1.00006390   +1 35 20.4
 TE2248;UTM  14      - 5,427,677.466   546,471.277   MT  0.99962653   +0 28 46.3
 TE2248
 TE2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2248!SPC ND N     -   0.99992934  x   1.00006390  =   0.99999323
 TE2248!UTM  14      -   0.99992934  x   0.99962653  =   0.99955589
 TE2248
 TE2248|---------------------------------------------------------------------|
 TE2248| PID    Reference Object                     Distance      Geod. Az  |
 TE2248|                                                           dddmmss.s |
 TE2248| TE2249 BOUNDARY MON 779 C                   38.122 METERS 08958     |
 TE2248| TE2247 BOUNDARY MON 779 A                   33.551 METERS 26958     |
 TE2248|---------------------------------------------------------------------|
 TE2248
 TE2248                          SUPERSEDED SURVEY CONTROL
 TE2248
 TE2248  NAD 83(1986)-  49 00 00.87001(N)    098 21 52.70197(W) AD(       ) 3
 TE2248
 TE2248.Superseded values are not recommended for survey control.
 TE2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2248.See file dsdata.txt to determine how the superseded data were derived.
 TE2248
 TE2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4647127677(NAD 83)
 TE2248_MARKER: U = CONCRETE POST
 TE2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2248+STABILITY: SURFACE MOTION
 TE2248
 TE2248  HISTORY     - Date     Condition        Report By
 TE2248  HISTORY     - 1938     MONUMENTED       IBC
 TE2248  HISTORY     - 1966     GOOD             IBC
 TE2248
 TE2248                          STATION DESCRIPTION
 TE2248
 TE2248'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2248'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TE2248'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TE2248'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TE2248'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TE2248'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TE2248'5-3/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TE2248'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TE2248'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TE2248'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TE2248'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TE2248'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TE2248'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TE2248'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TE2248'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TE2248'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TE2248'CONCRETE.
 TE2248'
 TE2248'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TE2248'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TE2248'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TE2248'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TE2248'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TE2248'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE,
 TE2248'SET ON A STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN MONUMENT 779
 TE2248'AND 780, TO MARK THE BOUNDARY CROSSING ON THE HIGHWAY LEADING SOUTH
 TE2248'FROM WINDYGATES, MANITOBA, THROUGH THE VILLAGE OF MAIDA TO LANGDON,
 TE2248'NORTH DAKOTA.  THIS IS THE HIGHWAY UPON WHICH THE CANADIAN CUSTOMS
 TE2248'BUILDING IS LOCATED AND UPON WHICH THE UNITED STATES CUSTOMS BUILDING
 TE2248'IS TO BE ERECTED.
 TE2248
 TE2248                          STATION RECOVERY (1966)
 TE2248
 TE2248'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (NWS)
 TE2248'RECOVERED IN GOOD CONDITION IN 1946, 1947, 1956, 1964, 1965 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2249 ***********************************************************************
 TE2249  DESIGNATION -  BOUNDARY MON 779 C
 TE2249  PID         -  TE2249
 TE2249  STATE/COUNTY-  ND/CAVALIER
 TE2249  USGS QUAD   -  
 TE2249
 TE2249                         *CURRENT SURVEY CONTROL
 TE2249  ___________________________________________________________________
 TE2249* NAD 83(1996)-  49 00 00.88207(N)    098 21 50.83819(W)     ADJUSTED  
 TE2249* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 TE2249  ___________________________________________________________________
 TE2249  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TE2249  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE2249
 TE2249  HORZ ORDER  -  THIRD
 TE2249
 TE2249.The horizontal coordinates were established by classical geodetic methods
 TE2249.and adjusted by the National Geodetic Survey in January 1998..
 TE2249
 TE2249.The orthometric height was scaled from a topographic map.
 TE2249
 TE2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2249
 TE2249.The geoid height was determined by GEOID03.
 TE2249
 TE2249;                    North         East     Units Scale Factor Converg.
 TE2249;SPC ND N     -   224,572.754   756,275.220   MT  1.00006390   +1 35 21.8
 TE2249;SPC ND N     -   736,787.25  2,481,217.91   iFT  1.00006390   +1 35 21.8
 TE2249;UTM  14      - 5,427,677.802   546,509.383   MT  0.99962657   +0 28 47.7
 TE2249
 TE2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2249!SPC ND N     -   0.99992934  x   1.00006390  =   0.99999323
 TE2249!UTM  14      -   0.99992934  x   0.99962657  =   0.99955593
 TE2249
 TE2249|---------------------------------------------------------------------|
 TE2249| PID    Reference Object                     Distance      Geod. Az  |
 TE2249|                                                           dddmmss.s |
 TE2249| TE2250 BOUNDARY MON 780                     95.872 METERS 08958     |
 TE2249| TE2248 BOUNDARY MON 779 B                   38.122 METERS 26958     |
 TE2249|---------------------------------------------------------------------|
 TE2249
 TE2249                          SUPERSEDED SURVEY CONTROL
 TE2249
 TE2249  NAD 83(1986)-  49 00 00.87057(N)    098 21 50.82622(W) AD(       ) 3
 TE2249
 TE2249.Superseded values are not recommended for survey control.
 TE2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2249.See file dsdata.txt to determine how the superseded data were derived.
 TE2249
 TE2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4650927678(NAD 83)
 TE2249_MARKER: DU = BOUNDARY MARKER
 TE2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2249+STABILITY: SURFACE MOTION
 TE2249
 TE2249  HISTORY     - Date     Condition        Report By
 TE2249  HISTORY     - 1938     MONUMENTED       IBC
 TE2249  HISTORY     - 1956     GOOD             IBC
 TE2249
 TE2249                          STATION DESCRIPTION
 TE2249
 TE2249'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1938 (FHB)
 TE2249'A SMALL CONCRETE MONUMENT, WITH A 3 - INCH BRONZE CANADA - UNITED
 TE2249'STATES BOUNDARY DISK SET IN THE TOP.  THE NUMBER OF THE MONUMENT IS
 TE2249'STAMPED ON THE DISK.  THE MONUMENT IS SET ON THE STRAIGHT - LINE
 TE2249'COURSE OF THE BOUNDARY BETWEEN MONUMENTS 779 AND 780, AND IS ON THE
 TE2249'OPPOSITE SIDE OF THE MAIN STREET OF THE VILLAGE OF MAIDA, AND ALSO OF
 TE2249'THE RAILWAY, FROM MONUMENT 780.  TOGETHER WITH MONUMENT 780, IT MARKS
 TE2249'THE BOUNDARY CROSSING OF THIS STREET AND RAILWAY.
 TE2249
 TE2249                          STATION RECOVERY (1956)
 TE2249
 TE2249'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (DFC)
 TE2249'RECOVERED IN GOOD CONDITION IN 1946, 1947 AND 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2250 ***********************************************************************
 TE2250  DESIGNATION -  BOUNDARY MON 780
 TE2250  PID         -  TE2250
 TE2250  STATE/COUNTY-  ND/CAVALIER
 TE2250  USGS QUAD   -  
 TE2250
 TE2250                         *CURRENT SURVEY CONTROL
 TE2250  ___________________________________________________________________
 TE2250* NAD 83(1996)-  49 00 00.88341(N)    098 21 46.12133(W)     ADJUSTED  
 TE2250* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2250  ___________________________________________________________________
 TE2250  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TE2250  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE2250
 TE2250  HORZ ORDER  -  THIRD
 TE2250
 TE2250.The horizontal coordinates were established by classical geodetic methods
 TE2250.and adjusted by the National Geodetic Survey in January 1998..
 TE2250
 TE2250.The orthometric height was scaled from a topographic map.
 TE2250
 TE2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2250
 TE2250.The geoid height was determined by GEOID03.
 TE2250
 TE2250;                    North         East     Units Scale Factor Converg.
 TE2250;SPC ND N     -   224,575.455   756,371.061   MT  1.00006390   +1 35 25.3
 TE2250;SPC ND N     -   736,796.11  2,481,532.35   iFT  1.00006390   +1 35 25.3
 TE2250;UTM  14      - 5,427,678.647   546,605.215   MT  0.99962668   +0 28 51.2
 TE2250
 TE2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2250!SPC ND N     -   0.99992965  x   1.00006390  =   0.99999354
 TE2250!UTM  14      -   0.99992965  x   0.99962668  =   0.99955636
 TE2250
 TE2250:                Primary Azimuth Mark                     Grid Az
 TE2250:SPC ND N     -  BOUNDARY MON 779                         268 23 02.9
 TE2250:UTM  14      -  BOUNDARY MON 779                         269 29 37.0
 TE2250
 TE2250|---------------------------------------------------------------------|
 TE2250| PID    Reference Object                     Distance      Geod. Az  |
 TE2250|                                                           dddmmss.s |
 TE2250| TE2246 BOUNDARY MON 779                    APPROX. 1.6 KM 2695828.2 |
 TE2250|---------------------------------------------------------------------|
 TE2250
 TE2250                          SUPERSEDED SURVEY CONTROL
 TE2250
 TE2250  NAD 83(1986)-  49 00 00.87191(N)    098 21 46.10919(W) AD(       ) 3
 TE2250
 TE2250.Superseded values are not recommended for survey control.
 TE2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2250.See file dsdata.txt to determine how the superseded data were derived.
 TE2250
 TE2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4660527679(NAD 83)
 TE2250_MARKER: Z = SEE DESCRIPTION
 TE2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2250+STABILITY: SURFACE MOTION
 TE2250
 TE2250  HISTORY     - Date     Condition        Report By
 TE2250  HISTORY     - 1911     MONUMENTED       IBC
 TE2250  HISTORY     - 1966     GOOD             IBC
 TE2250
 TE2250                          STATION DESCRIPTION
 TE2250
 TE2250'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2250'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2250'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2250'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2250'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2250'
 TE2250'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2250'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2250'---OCTOBER 20, 1818---.
 TE2250'
 TE2250'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2250'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2250'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2250'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2250'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2250'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2250'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2250'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2250'
 TE2250'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2250'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2250'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2250'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2250'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2250'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2250'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2250'AND---CANADA---ON THE WEST SIDE.
 TE2250'
 TE2250'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2250'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2250'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2250'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2250'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2250
 TE2250                          STATION RECOVERY (1966)
 TE2250
 TE2250'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TE2250'RECOVERED IN GOOD CONDITION IN 1938, 1946, 1947, 1956 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2251 ***********************************************************************
 TE2251  DESIGNATION -  BOUNDARY MON 781
 TE2251  PID         -  TE2251
 TE2251  STATE/COUNTY-  ND/CAVALIER
 TE2251  USGS QUAD   -  
 TE2251
 TE2251                         *CURRENT SURVEY CONTROL
 TE2251  ___________________________________________________________________
 TE2251* NAD 83(1996)-  49 00 00.89862(N)    098 20 26.82860(W)     ADJUSTED  
 TE2251* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 TE2251  ___________________________________________________________________
 TE2251  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TE2251  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 TE2251
 TE2251  HORZ ORDER  -  THIRD
 TE2251
 TE2251.The horizontal coordinates were established by classical geodetic methods
 TE2251.and adjusted by the National Geodetic Survey in January 1998..
 TE2251
 TE2251.The orthometric height was scaled from a topographic map.
 TE2251
 TE2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2251
 TE2251.The geoid height was determined by GEOID03.
 TE2251
 TE2251;                    North         East     Units Scale Factor Converg.
 TE2251;SPC ND N     -   224,620.887   757,982.179   MT  1.00006390   +1 36 24.3
 TE2251;SPC ND N     -   736,945.17  2,486,818.17   iFT  1.00006390   +1 36 24.3
 TE2251;UTM  14      - 5,427,692.872   548,216.209   MT  0.99962856   +0 29 51.1
 TE2251
 TE2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2251!SPC ND N     -   0.99992950  x   1.00006390  =   0.99999339
 TE2251!UTM  14      -   0.99992950  x   0.99962856  =   0.99955808
 TE2251
 TE2251|---------------------------------------------------------------------|
 TE2251| PID    Reference Object                     Distance      Geod. Az  |
 TE2251|                                                           dddmmss.s |
 TE2251| TE2157 HUB 22                              317.943 METERS 26757     |
 TE2251|---------------------------------------------------------------------|
 TE2251
 TE2251                          SUPERSEDED SURVEY CONTROL
 TE2251
 TE2251  NAD 83(1986)-  49 00 00.88741(N)    098 20 26.81607(W) AD(       ) 3
 TE2251
 TE2251.Superseded values are not recommended for survey control.
 TE2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2251.See file dsdata.txt to determine how the superseded data were derived.
 TE2251
 TE2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4821627693(NAD 83)
 TE2251_MARKER: Z = SEE DESCRIPTION
 TE2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2251+STABILITY: SURFACE MOTION
 TE2251
 TE2251  HISTORY     - Date     Condition        Report By
 TE2251  HISTORY     - 1911     MONUMENTED       IBC
 TE2251  HISTORY     - 1966     GOOD             IBC
 TE2251
 TE2251                          STATION DESCRIPTION
 TE2251
 TE2251'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2251'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2251'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2251'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2251'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2251'
 TE2251'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2251'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2251'---OCTOBER 20, 1818---.
 TE2251'
 TE2251'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2251'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2251'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2251'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2251'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2251'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2251'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2251'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2251'
 TE2251'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2251'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2251'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2251'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2251'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2251'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2251'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2251'AND---CANADA---ON THE WEST SIDE.
 TE2251'
 TE2251'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2251'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2251'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2251'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2251'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2251
 TE2251                          STATION RECOVERY (1966)
 TE2251
 TE2251'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TE2251'RECOVERED IN GOOD CONDITION IN 1938, 1947, 1956 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2252 ***********************************************************************
 TE2252  DESIGNATION -  BOUNDARY MON 782
 TE2252  PID         -  TE2252
 TE2252  STATE/COUNTY-  ND/CAVALIER
 TE2252  USGS QUAD   -  
 TE2252
 TE2252                         *CURRENT SURVEY CONTROL
 TE2252  ___________________________________________________________________
 TE2252* NAD 83(1996)-  49 00 00.93120(N)    098 19 07.31243(W)     ADJUSTED  
 TE2252* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2252  ___________________________________________________________________
 TE2252  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 TE2252  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 TE2252
 TE2252  HORZ ORDER  -  THIRD
 TE2252
 TE2252.The horizontal coordinates were established by classical geodetic methods
 TE2252.and adjusted by the National Geodetic Survey in January 1998..
 TE2252
 TE2252.The orthometric height was scaled from a topographic map.
 TE2252
 TE2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2252
 TE2252.The geoid height was determined by GEOID03.
 TE2252
 TE2252;                    North         East     Units Scale Factor Converg.
 TE2252;SPC ND N     -   224,667.445   759,597.810   MT  1.00006391   +1 37 23.4
 TE2252;SPC ND N     -   737,097.92  2,492,118.80   iFT  1.00006391   +1 37 23.4
 TE2252;UTM  14      - 5,427,708.142   549,831.736   MT  0.99963050   +0 30 51.1
 TE2252
 TE2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2252!SPC ND N     -   0.99992966  x   1.00006391  =   0.99999357
 TE2252!UTM  14      -   0.99992966  x   0.99963050  =   0.99956019
 TE2252
 TE2252:                Primary Azimuth Mark                     Grid Az
 TE2252:SPC ND N     -  BOUNDARY MON 781                         268 20 58.2
 TE2252:UTM  14      -  BOUNDARY MON 781                         269 27 30.5
 TE2252
 TE2252|---------------------------------------------------------------------|
 TE2252| PID    Reference Object                     Distance      Geod. Az  |
 TE2252|                                                           dddmmss.s |
 TE2252| TE2251 BOUNDARY MON 781                    APPROX. 1.6 KM 2695821.6 |
 TE2252|---------------------------------------------------------------------|
 TE2252
 TE2252                          SUPERSEDED SURVEY CONTROL
 TE2252
 TE2252  NAD 83(1986)-  49 00 00.92101(N)    098 19 07.29974(W) AD(       ) 3
 TE2252
 TE2252.Superseded values are not recommended for survey control.
 TE2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2252.See file dsdata.txt to determine how the superseded data were derived.
 TE2252
 TE2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4983227708(NAD 83)
 TE2252_MARKER: Z = SEE DESCRIPTION
 TE2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2252+STABILITY: SURFACE MOTION
 TE2252
 TE2252  HISTORY     - Date     Condition        Report By
 TE2252  HISTORY     - 1911     MONUMENTED       IBC
 TE2252  HISTORY     - 1966     GOOD             IBC
 TE2252
 TE2252                          STATION DESCRIPTION
 TE2252
 TE2252'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2252'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2252'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2252'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2252'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2252'
 TE2252'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2252'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2252'---OCTOBER 20, 1818---.
 TE2252'
 TE2252'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2252'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2252'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2252'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2252'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2252'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2252'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2252'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2252'
 TE2252'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2252'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2252'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2252'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2252'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2252'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2252'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2252'AND---CANADA---ON THE WEST SIDE.
 TE2252'
 TE2252'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2252'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2252'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2252'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2252'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2252
 TE2252                          STATION RECOVERY (1966)
 TE2252
 TE2252'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TE2252'RECOVERED IN GOOD CONDITION IN 1947, 1956 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2253 ***********************************************************************
 TE2253  DESIGNATION -  BOUNDARY MON 783
 TE2253  PID         -  TE2253
 TE2253  STATE/COUNTY-  ND/CAVALIER
 TE2253  USGS QUAD   -  
 TE2253
 TE2253                         *CURRENT SURVEY CONTROL
 TE2253  ___________________________________________________________________
 TE2253* NAD 83(1996)-  49 00 00.98873(N)    098 17 48.05606(W)     ADJUSTED  
 TE2253* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 TE2253  ___________________________________________________________________
 TE2253  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 TE2253  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 TE2253
 TE2253  HORZ ORDER  -  THIRD
 TE2253
 TE2253.The horizontal coordinates were established by classical geodetic methods
 TE2253.and adjusted by the National Geodetic Survey in January 1998..
 TE2253
 TE2253.The orthometric height was scaled from a topographic map.
 TE2253
 TE2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2253
 TE2253.The geoid height was determined by GEOID03.
 TE2253
 TE2253;                    North         East     Units Scale Factor Converg.
 TE2253;SPC ND N     -   224,715.086   761,208.126   MT  1.00006391   +1 38 22.4
 TE2253;SPC ND N     -   737,254.22  2,497,401.99   iFT  1.00006391   +1 38 22.4
 TE2253;UTM  14      - 5,427,724.604   551,441.976   MT  0.99963251   +0 31 50.9
 TE2253
 TE2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2253!SPC ND N     -   0.99992967  x   1.00006391  =   0.99999357
 TE2253!UTM  14      -   0.99992967  x   0.99963251  =   0.99956220
 TE2253
 TE2253|---------------------------------------------------------------------|
 TE2253| PID    Reference Object                     Distance      Geod. Az  |
 TE2253|                                                           dddmmss.s |
 TE2253| TE2159 HUB 24                               96.597 METERS 08909     |
 TE2253| TE2252 BOUNDARY MON 782                    APPROX. 1.6 KM 2695642.3 |
 TE2253|---------------------------------------------------------------------|
 TE2253
 TE2253                          SUPERSEDED SURVEY CONTROL
 TE2253
 TE2253  NAD 83(1986)-  49 00 00.98002(N)    098 17 48.04313(W) AD(       ) 3
 TE2253
 TE2253.Superseded values are not recommended for survey control.
 TE2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2253.See file dsdata.txt to determine how the superseded data were derived.
 TE2253
 TE2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5144227725(NAD 83)
 TE2253_MARKER: Z = SEE DESCRIPTION
 TE2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2253+STABILITY: SURFACE MOTION
 TE2253
 TE2253  HISTORY     - Date     Condition        Report By
 TE2253  HISTORY     - 1911     MONUMENTED       IBC
 TE2253  HISTORY     - 1966     GOOD             IBC
 TE2253
 TE2253                          STATION DESCRIPTION
 TE2253
 TE2253'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2253'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2253'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2253'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2253'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2253'
 TE2253'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2253'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2253'---OCTOBER 20, 1818---.
 TE2253'
 TE2253'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2253'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2253'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2253'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2253'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2253'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2253'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2253'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2253'
 TE2253'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2253'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2253'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2253'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2253'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2253'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2253'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2253'AND---CANADA---ON THE WEST SIDE.
 TE2253'
 TE2253'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2253'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2253'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2253'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2253'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2253
 TE2253                          STATION RECOVERY (1966)
 TE2253
 TE2253'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TE2253'RECOVERED IN GOOD CONDITION IN 1947, 1956 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2113 ***********************************************************************
 TE2113  DESIGNATION -  BOUNDARY MON 784
 TE2113  PID         -  TE2113
 TE2113  STATE/COUNTY-  ND/CAVALIER
 TE2113  USGS QUAD   -  
 TE2113
 TE2113                         *CURRENT SURVEY CONTROL
 TE2113  ___________________________________________________________________
 TE2113* NAD 83(1996)-  49 00 00.96231(N)    098 16 28.65630(W)     ADJUSTED  
 TE2113* NAVD 88     -       467.5    (meters)    1534.     (feet)  VERTCON   
 TE2113  ___________________________________________________________________
 TE2113  X           -    -603,405.361 (meters)                     COMP
 TE2113  Y           -  -4,149,055.508 (meters)                     COMP
 TE2113  Z           -   4,790,912.595 (meters)                     COMP
 TE2113  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TE2113  ELLIP HEIGHT-         443.01  (meters)          (03/16/99) GPS OBS
 TE2113  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE2113
 TE2113  HORZ ORDER  -  FIRST
 TE2113  ELLP ORDER  -  FOURTH    CLASS I
 TE2113
 TE2113.The horizontal coordinates were established by GPS observations
 TE2113.and adjusted by the National Geodetic Survey in January 1998..
 TE2113
 TE2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2113
 TE2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE2113
 TE2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2113
 TE2113.The ellipsoidal height was determined by GPS observations
 TE2113.and is referenced to NAD 83.
 TE2113
 TE2113.The geoid height was determined by GEOID03.
 TE2113
 TE2113;                    North         East     Units Scale Factor Converg.
 TE2113;SPC ND N     -   224,760.678   762,821.416   MT  1.00006391   +1 39 21.5
 TE2113;SPC ND N     -   737,403.80  2,502,694.93   iFT  1.00006391   +1 39 21.5
 TE2113;UTM  14      - 5,427,738.968   553,055.151   MT  0.99963458   +0 32 50.9
 TE2113
 TE2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2113!SPC ND N     -   0.99993058  x   1.00006391  =   0.99999448
 TE2113!UTM  14      -   0.99993058  x   0.99963458  =   0.99956518
 TE2113
 TE2113|---------------------------------------------------------------------|
 TE2113| PID    Reference Object                     Distance      Geod. Az  |
 TE2113|                                                           dddmmss.s |
 TE2113| TE2160 HUB 25                              210.625 METERS 26959     |
 TE2113|---------------------------------------------------------------------|
 TE2113
 TE2113                          SUPERSEDED SURVEY CONTROL
 TE2113
 TE2113  ELLIP H (01/23/98)  442.85   (m)                       GP(       ) 4 1
 TE2113  NAD 83(1986)-  49 00 00.95497(N)    098 16 28.64321(W) AD(       ) 1
 TE2113  NGVD 29 (08/25/89)  467.2    (m)         1533.     (f) GPS OBS        
 TE2113
 TE2113.Superseded values are not recommended for survey control.
 TE2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2113.See file dsdata.txt to determine how the superseded data were derived.
 TE2113
 TE2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5305527739(NAD 83)
 TE2113_MARKER: DU = BOUNDARY MARKER
 TE2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2113+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 TE2113
 TE2113  HISTORY     - Date     Condition        Report By
 TE2113  HISTORY     - 1911     MONUMENTED       IBC
 TE2113  HISTORY     - 1911     GOOD             IBC
 TE2113  HISTORY     - 1970     GOOD             IBC
 TE2113  HISTORY     - 19880919 SEE DESCRIPTION  NGS
 TE2113
 TE2113                          STATION DESCRIPTION
 TE2113
 TE2113'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2113'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2113'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2113'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2113'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2113'
 TE2113'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2113'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2113'---OCTOBER 20, 1818---.
 TE2113'
 TE2113'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2113'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2113'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2113'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2113'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2113'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2113'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2113'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2113'
 TE2113'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2113'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2113'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2113'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2113'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2113'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2113'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2113'AND---CANADA---ON THE WEST SIDE.
 TE2113'
 TE2113'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2113'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2113'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2113'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2113'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2113
 TE2113                          STATION RECOVERY (1911)
 TE2113
 TE2113'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TE2113'RECOVERED IN GOOD CONDITION.
 TE2113
 TE2113                          STATION RECOVERY (1970)
 TE2113
 TE2113'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2113'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1966 AND 1970.
 TE2113
 TE2113                          STATION RECOVERY (1988)
 TE2113
 TE2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE2113'THE MONUMENT IS LOCATED ABOUT 27.36 KM (17.00 MI) NORTH-NORTHEAST OF
 TE2113'LANGDON AND ABOUT 6.44 KM (4.00 MI) EAST OF MAIDA, NORTH DAKOTA -
 TE2113'WINGATES, MANITOBA BORDER CROSSING.
 TE2113'TO REACH THE MONUMENT FROM CANADIAN CUSTOMS AT WINGATES, MANITOBA, GO
 TE2113'NORTH ON MANITOBA HIGHWAY 31 FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF
 TE2113'MANITOBA PROVINCIAL HIGHWAY 201 ON THE RIGHT.  TURN RIGHT AND GO EAST
 TE2113'ON PROVINCIAL HIGHWAY 201, GRAVEL, FOR 4.83 KM (3.00 MI) TO A GRAVEL
 TE2113'T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 1.05
 TE2113'KM (0.65 MI) TO WHERE THE GRAVEL ROAD TURNS RIGHT AND ENDS AT AN
 TE2113'ABANDONED HOMESTEAD.  CONTINUE STRAIT AHEAD ON A TRACK ROAD FOR 0.56
 TE2113'KM (0.35 MI) TO WHERE THE TRACK ROAD TURNS LEFT AT THE BOUNDARY.
 TE2113'BEAR LEFT AND FOLLOW THE TRACK ROAD EAST ALONG THE SOUTH SIDE OF A
 TE2113'WHEAT FIELD AND ALONG THE NORTH SIDE OF A FENCE FOR 1.13 KM (0.70 MI)
 TE2113'TO THE MONUMENT ON THE RIGHT.
 TE2113'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.45 M
 TE2113'(4.8 FT) ABOVE THE GROUND SURFACE.  INSCRIBED ON THE OBELISK IN
 TE2113'RAISED, CAST LETTERS IS --CONVENTION OF 1818-- ON THE EAST SIDE,
 TE2113'--TREATY OF 1908-- ON THE WEST SIDE, --UNITED STATES-- ON THE SOUTH
 TE2113'SIDE AND --CANADA-- ON THE NORTH SIDE.  THE NUMBER --784-- IS DRILLED
 TE2113'NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TE2113'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 1 CENTIMETER TO THE
 TE2113'SOUTH.
 TE2113'THE POINT POSITIONED BY GPS IS THE APEX OF THE OBLISK.
 TE2113'TYPED BY M.L.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2254 ***********************************************************************
 TE2254  DESIGNATION -  BOUNDARY MON 785
 TE2254  PID         -  TE2254
 TE2254  STATE/COUNTY-  ND/CAVALIER
 TE2254  USGS QUAD   -  
 TE2254
 TE2254                         *CURRENT SURVEY CONTROL
 TE2254  ___________________________________________________________________
 TE2254* NAD 83(1996)-  49 00 00.95759(N)    098 15 19.16665(W)     ADJUSTED  
 TE2254* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 TE2254  ___________________________________________________________________
 TE2254  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 TE2254  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 TE2254
 TE2254  HORZ ORDER  -  THIRD
 TE2254
 TE2254.The horizontal coordinates were established by classical geodetic methods
 TE2254.and adjusted by the National Geodetic Survey in January 1998..
 TE2254
 TE2254.The orthometric height was scaled from a topographic map.
 TE2254
 TE2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2254
 TE2254.The geoid height was determined by GEOID03.
 TE2254
 TE2254;                    North         East     Units Scale Factor Converg.
 TE2254;SPC ND N     -   224,801.528   764,233.320   MT  1.00006391   +1 40 13.2
 TE2254;SPC ND N     -   737,537.82  2,507,327.17   iFT  1.00006391   +1 40 13.2
 TE2254;UTM  14      - 5,427,752.492   554,466.976   MT  0.99963644   +0 33 43.3
 TE2254
 TE2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2254!SPC ND N     -   0.99993062  x   1.00006391  =   0.99999452
 TE2254!UTM  14      -   0.99993062  x   0.99963644  =   0.99956708
 TE2254
 TE2254|---------------------------------------------------------------------|
 TE2254| PID    Reference Object                     Distance      Geod. Az  |
 TE2254|                                                           dddmmss.s |
 TE2254| TE2161 HUB 27                              222.382 METERS 26943     |
 TE2254|---------------------------------------------------------------------|
 TE2254
 TE2254                          SUPERSEDED SURVEY CONTROL
 TE2254
 TE2254  NAD 83(1986)-  49 00 00.95108(N)    098 15 19.15348(W) AD(       ) 3
 TE2254
 TE2254.Superseded values are not recommended for survey control.
 TE2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2254.See file dsdata.txt to determine how the superseded data were derived.
 TE2254
 TE2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5446727752(NAD 83)
 TE2254_MARKER: Z = SEE DESCRIPTION
 TE2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2254_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2254+STABILITY: SURFACE MOTION
 TE2254
 TE2254  HISTORY     - Date     Condition        Report By
 TE2254  HISTORY     - 1911     MONUMENTED       IBC
 TE2254  HISTORY     - 1970     GOOD             IBC
 TE2254
 TE2254                          STATION DESCRIPTION
 TE2254
 TE2254'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2254'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2254'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2254'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2254'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2254'
 TE2254'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2254'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2254'---OCTOBER 20, 1818---.
 TE2254'
 TE2254'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2254'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2254'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2254'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2254'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2254'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2254'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2254'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2254'
 TE2254'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2254'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2254'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2254'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2254'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2254'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2254'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2254'AND---CANADA---ON THE WEST SIDE.
 TE2254'
 TE2254'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2254'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2254'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2254'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2254'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2254
 TE2254                          STATION RECOVERY (1970)
 TE2254
 TE2254'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2254'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2255 ***********************************************************************
 TE2255  DESIGNATION -  BOUNDARY MON 786
 TE2255  PID         -  TE2255
 TE2255  STATE/COUNTY-  ND/CAVALIER
 TE2255  USGS QUAD   -  
 TE2255
 TE2255                         *CURRENT SURVEY CONTROL
 TE2255  ___________________________________________________________________
 TE2255* NAD 83(1996)-  49 00 00.97641(N)    098 14 46.95417(W)     ADJUSTED  
 TE2255* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 TE2255  ___________________________________________________________________
 TE2255  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 TE2255  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 TE2255
 TE2255  HORZ ORDER  -  THIRD
 TE2255
 TE2255.The horizontal coordinates were established by classical geodetic methods
 TE2255.and adjusted by the National Geodetic Survey in January 1998..
 TE2255
 TE2255.The orthometric height was scaled from a topographic map.
 TE2255
 TE2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2255
 TE2255.The geoid height was determined by GEOID03.
 TE2255
 TE2255;                    North         East     Units Scale Factor Converg.
 TE2255;SPC ND N     -   224,821.233   764,887.796   MT  1.00006391   +1 40 37.2
 TE2255;SPC ND N     -   737,602.47  2,509,474.40   iFT  1.00006391   +1 40 37.2
 TE2255;UTM  14      - 5,427,759.532   555,121.432   MT  0.99963732   +0 34 07.6
 TE2255
 TE2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2255!SPC ND N     -   0.99993109  x   1.00006391  =   0.99999500
 TE2255!UTM  14      -   0.99993109  x   0.99963732  =   0.99956843
 TE2255
 TE2255:                Primary Azimuth Mark                     Grid Az
 TE2255:SPC ND N     -  BOUNDARY MON 785                         268 16 31.8
 TE2255:UTM  14      -  BOUNDARY MON 785                         269 23 01.4
 TE2255
 TE2255|---------------------------------------------------------------------|
 TE2255| PID    Reference Object                     Distance      Geod. Az  |
 TE2255|                                                           dddmmss.s |
 TE2255| TE2254 BOUNDARY MON 785                    APPROX. 0.7 KM 2695709.0 |
 TE2255|---------------------------------------------------------------------|
 TE2255
 TE2255                          SUPERSEDED SURVEY CONTROL
 TE2255
 TE2255  NAD 83(1986)-  49 00 00.97011(N)    098 14 46.94322(W) AD(       ) 3
 TE2255
 TE2255.Superseded values are not recommended for survey control.
 TE2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2255.See file dsdata.txt to determine how the superseded data were derived.
 TE2255
 TE2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5512127760(NAD 83)
 TE2255_MARKER: Z = SEE DESCRIPTION
 TE2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2255+STABILITY: SURFACE MOTION
 TE2255
 TE2255  HISTORY     - Date     Condition        Report By
 TE2255  HISTORY     - 1911     MONUMENTED       IBC
 TE2255  HISTORY     - 1970     GOOD             IBC
 TE2255
 TE2255                          STATION DESCRIPTION
 TE2255
 TE2255'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2255'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2255'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2255'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2255'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2255'
 TE2255'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2255'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2255'---OCTOBER 20, 1818---.
 TE2255'
 TE2255'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2255'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2255'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2255'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2255'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2255'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2255'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2255'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2255'
 TE2255'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2255'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2255'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2255'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2255'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2255'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2255'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2255'AND---CANADA---ON THE WEST SIDE.
 TE2255'
 TE2255'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2255'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2255'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2255'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2255'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2255
 TE2255                          STATION RECOVERY (1970)
 TE2255
 TE2255'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2255'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2256 ***********************************************************************
 TE2256  DESIGNATION -  BOUNDARY MON 787
 TE2256  PID         -  TE2256
 TE2256  STATE/COUNTY-  ND/CAVALIER
 TE2256  USGS QUAD   -  
 TE2256
 TE2256                         *CURRENT SURVEY CONTROL
 TE2256  ___________________________________________________________________
 TE2256* NAD 83(1996)-  49 00 00.95490(N)    098 12 38.14891(W)     ADJUSTED  
 TE2256* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 TE2256  ___________________________________________________________________
 TE2256  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 TE2256  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE2256
 TE2256  HORZ ORDER  -  THIRD
 TE2256
 TE2256.The horizontal coordinates were established by classical geodetic methods
 TE2256.and adjusted by the National Geodetic Survey in January 1998..
 TE2256
 TE2256.The orthometric height was scaled from a topographic map.
 TE2256
 TE2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2256
 TE2256.The geoid height was determined by GEOID03.
 TE2256
 TE2256;                    North         East     Units Scale Factor Converg.
 TE2256;SPC ND N     -   224,897.798   767,504.861   MT  1.00006391   +1 42 13.0
 TE2256;SPC ND N     -   737,853.67  2,518,060.57   iFT  1.00006391   +1 42 13.0
 TE2256;UTM  14      - 5,427,785.464   557,738.376   MT  0.99964095   +0 35 44.8
 TE2256
 TE2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2256!SPC ND N     -   0.99994802  x   1.00006391  =   1.00001193
 TE2256!UTM  14      -   0.99994802  x   0.99964095  =   0.99958899
 TE2256
 TE2256:                Primary Azimuth Mark                     Grid Az
 TE2256:SPC ND N     -  BOUNDARY MON 786                         268 19 28.0
 TE2256:UTM  14      -  BOUNDARY MON 786                         269 25 56.2
 TE2256
 TE2256|---------------------------------------------------------------------|
 TE2256| PID    Reference Object                     Distance      Geod. Az  |
 TE2256|                                                           dddmmss.s |
 TE2256| TE2255 BOUNDARY MON 786                    APPROX. 2.6 KM 2700141.0 |
 TE2256|---------------------------------------------------------------------|
 TE2256
 TE2256                          SUPERSEDED SURVEY CONTROL
 TE2256
 TE2256  NAD 83(1986)-  49 00 00.94896(N)    098 12 38.13792(W) AD(       ) 3
 TE2256
 TE2256.Superseded values are not recommended for survey control.
 TE2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2256.See file dsdata.txt to determine how the superseded data were derived.
 TE2256
 TE2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5773827785(NAD 83)
 TE2256_MARKER: Z = SEE DESCRIPTION
 TE2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2256+STABILITY: SURFACE MOTION
 TE2256
 TE2256  HISTORY     - Date     Condition        Report By
 TE2256  HISTORY     - 1911     MONUMENTED       IBC
 TE2256  HISTORY     - 1970     GOOD             IBC
 TE2256
 TE2256                          STATION DESCRIPTION
 TE2256
 TE2256'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2256'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2256'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2256'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2256'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2256'
 TE2256'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2256'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2256'---OCTOBER 20, 1818---.
 TE2256'
 TE2256'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2256'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2256'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2256'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2256'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2256'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2256'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2256'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2256'
 TE2256'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2256'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2256'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2256'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2256'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2256'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2256'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2256'AND---CANADA---ON THE WEST SIDE.
 TE2256'
 TE2256'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2256'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2256'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2256'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2256'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2256
 TE2256                          STATION RECOVERY (1970)
 TE2256
 TE2256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2256'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2257 ***********************************************************************
 TE2257  DESIGNATION -  BOUNDARY MON 788
 TE2257  PID         -  TE2257
 TE2257  STATE/COUNTY-  ND/CAVALIER
 TE2257  USGS QUAD   -  
 TE2257
 TE2257                         *CURRENT SURVEY CONTROL
 TE2257  ___________________________________________________________________
 TE2257* NAD 83(1996)-  49 00 00.89683(N)    098 11 12.30615(W)     ADJUSTED  
 TE2257* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 TE2257  ___________________________________________________________________
 TE2257  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 TE2257  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 TE2257
 TE2257  HORZ ORDER  -  THIRD
 TE2257
 TE2257.The horizontal coordinates were established by classical geodetic methods
 TE2257.and adjusted by the National Geodetic Survey in January 1998..
 TE2257
 TE2257.The orthometric height was scaled from a topographic map.
 TE2257
 TE2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2257
 TE2257.The geoid height was determined by GEOID03.
 TE2257
 TE2257;                    North         East     Units Scale Factor Converg.
 TE2257;SPC ND N     -   224,948.150   769,249.035   MT  1.00006390   +1 43 16.9
 TE2257;SPC ND N     -   738,018.86  2,523,782.92   iFT  1.00006390   +1 43 16.9
 TE2257;UTM  14      - 5,427,802.081   559,482.461   MT  0.99964346   +0 36 49.6
 TE2257
 TE2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2257!SPC ND N     -   0.99993392  x   1.00006390  =   0.99999782
 TE2257!UTM  14      -   0.99993392  x   0.99964346  =   0.99957741
 TE2257
 TE2257|---------------------------------------------------------------------|
 TE2257| PID    Reference Object                     Distance      Geod. Az  |
 TE2257|                                                           dddmmss.s |
 TE2257| TE2162 HUB 28                              276.939 METERS 09015     |
 TE2257| TE2277 SOUTH PEMBINA                       388.605 METERS 09305     |
 TE2257| TE2256 BOUNDARY MON 787                    APPROX. 1.7 KM 2700404.5 |
 TE2257|---------------------------------------------------------------------|
 TE2257
 TE2257                          SUPERSEDED SURVEY CONTROL
 TE2257
 TE2257  NAD 83(1986)-  49 00 00.89106(N)    098 11 12.29520(W) AD(       ) 3
 TE2257
 TE2257.Superseded values are not recommended for survey control.
 TE2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2257.See file dsdata.txt to determine how the superseded data were derived.
 TE2257
 TE2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5948227802(NAD 83)
 TE2257_MARKER: Z = SEE DESCRIPTION
 TE2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2257+STABILITY: SURFACE MOTION
 TE2257
 TE2257  HISTORY     - Date     Condition        Report By
 TE2257  HISTORY     - 1911     MONUMENTED       IBC
 TE2257  HISTORY     - 1970     GOOD             IBC
 TE2257
 TE2257                          STATION DESCRIPTION
 TE2257
 TE2257'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2257'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2257'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2257'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2257'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2257'
 TE2257'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2257'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2257'---OCTOBER 20, 1818---.
 TE2257'
 TE2257'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2257'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2257'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2257'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2257'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2257'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2257'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2257'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2257'
 TE2257'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2257'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2257'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2257'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2257'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2257'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2257'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2257'AND---CANADA---ON THE WEST SIDE.
 TE2257'
 TE2257'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2257'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2257'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2257'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2257'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2257
 TE2257                          STATION RECOVERY (1970)
 TE2257
 TE2257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2257'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2258 ***********************************************************************
 TE2258  DESIGNATION -  BOUNDARY MON 789
 TE2258  PID         -  TE2258
 TE2258  STATE/COUNTY-  ND/CAVALIER
 TE2258  USGS QUAD   -  
 TE2258
 TE2258                         *CURRENT SURVEY CONTROL
 TE2258  ___________________________________________________________________
 TE2258* NAD 83(1996)-  49 00 01.04543(N)    098 09 53.10264(W)     ADJUSTED  
 TE2258* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TE2258  ___________________________________________________________________
 TE2258  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 TE2258  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 TE2258
 TE2258  HORZ ORDER  -  THIRD
 TE2258
 TE2258.The horizontal coordinates were established by classical geodetic methods
 TE2258.and adjusted by the National Geodetic Survey in January 1998..
 TE2258
 TE2258.The orthometric height was scaled from a topographic map.
 TE2258
 TE2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2258
 TE2258.The geoid height was determined by GEOID03.
 TE2258
 TE2258;                    North         East     Units Scale Factor Converg.
 TE2258;SPC ND N     -   225,001.329   770,858.108   MT  1.00006392   +1 44 15.9
 TE2258;SPC ND N     -   738,193.34  2,529,062.03   iFT  1.00006392   +1 44 15.9
 TE2258;UTM  14      - 5,427,824.142   561,091.586   MT  0.99964585   +0 37 49.4
 TE2258
 TE2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2258!SPC ND N     -   0.99993142  x   1.00006392  =   0.99999534
 TE2258!UTM  14      -   0.99993142  x   0.99964585  =   0.99957730
 TE2258
 TE2258|---------------------------------------------------------------------|
 TE2258| PID    Reference Object                     Distance      Geod. Az  |
 TE2258|                                                           dddmmss.s |
 TE2258| TE2164 HUB 30                              257.717 METERS 08918     |
 TE2258| TE2257 BOUNDARY MON 788                    APPROX. 1.6 KM 2695041.7 |
 TE2258|---------------------------------------------------------------------|
 TE2258
 TE2258                          SUPERSEDED SURVEY CONTROL
 TE2258
 TE2258  NAD 83(1986)-  49 00 01.03973(N)    098 09 53.09166(W) AD(       ) 3
 TE2258
 TE2258.Superseded values are not recommended for survey control.
 TE2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2258.See file dsdata.txt to determine how the superseded data were derived.
 TE2258
 TE2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6109227824(NAD 83)
 TE2258_MARKER: Z = SEE DESCRIPTION
 TE2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2258+STABILITY: SURFACE MOTION
 TE2258
 TE2258  HISTORY     - Date     Condition        Report By
 TE2258  HISTORY     - 1911     MONUMENTED       IBC
 TE2258  HISTORY     - 1970     GOOD             IBC
 TE2258
 TE2258                          STATION DESCRIPTION
 TE2258
 TE2258'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2258'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2258'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2258'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2258'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2258'
 TE2258'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2258'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2258'---OCTOBER 20, 1818---.
 TE2258'
 TE2258'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2258'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2258'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2258'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2258'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2258'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2258'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2258'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2258'
 TE2258'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2258'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2258'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2258'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2258'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2258'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2258'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2258'AND---CANADA---ON THE WEST SIDE.
 TE2258'
 TE2258'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2258'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2258'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2258'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2258'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2258
 TE2258                          STATION RECOVERY (1970)
 TE2258
 TE2258'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2258'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2259 ***********************************************************************
 TE2259  DESIGNATION -  BOUNDARY MON 790
 TE2259  PID         -  TE2259
 TE2259  STATE/COUNTY-  ND/CAVALIER
 TE2259  USGS QUAD   -  
 TE2259
 TE2259                         *CURRENT SURVEY CONTROL
 TE2259  ___________________________________________________________________
 TE2259* NAD 83(1996)-  49 00 01.11870(N)    098 08 33.86823(W)     ADJUSTED  
 TE2259* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 TE2259  ___________________________________________________________________
 TE2259  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TE2259  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 TE2259
 TE2259  HORZ ORDER  -  THIRD
 TE2259
 TE2259.The horizontal coordinates were established by classical geodetic methods
 TE2259.and adjusted by the National Geodetic Survey in January 1998..
 TE2259
 TE2259.The orthometric height was scaled from a topographic map.
 TE2259
 TE2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2259
 TE2259.The geoid height was determined by GEOID03.
 TE2259
 TE2259;                    North         East     Units Scale Factor Converg.
 TE2259;SPC ND N     -   225,052.662   772,467.863   MT  1.00006392   +1 45 14.8
 TE2259;SPC ND N     -   738,361.75  2,534,343.38   iFT  1.00006392   +1 45 14.8
 TE2259;UTM  14      - 5,427,844.350   562,701.362   MT  0.99964830   +0 38 49.2
 TE2259
 TE2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2259!SPC ND N     -   0.99993174  x   1.00006392  =   0.99999566
 TE2259!UTM  14      -   0.99993174  x   0.99964830  =   0.99958006
 TE2259
 TE2259:                Primary Azimuth Mark                     Grid Az
 TE2259:SPC ND N     -  BOUNDARY MON 789                         268 10 25.2
 TE2259:UTM  14      -  BOUNDARY MON 789                         269 16 50.8
 TE2259
 TE2259|---------------------------------------------------------------------|
 TE2259| PID    Reference Object                     Distance      Geod. Az  |
 TE2259|                                                           dddmmss.s |
 TE2259| TE2258 BOUNDARY MON 789                    APPROX. 1.6 KM 2695540.0 |
 TE2259|---------------------------------------------------------------------|
 TE2259
 TE2259                          SUPERSEDED SURVEY CONTROL
 TE2259
 TE2259  NAD 83(1986)-  49 00 01.11294(N)    098 08 33.85718(W) AD(       ) 3
 TE2259
 TE2259.Superseded values are not recommended for survey control.
 TE2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2259.See file dsdata.txt to determine how the superseded data were derived.
 TE2259
 TE2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6270127844(NAD 83)
 TE2259_MARKER: Z = SEE DESCRIPTION
 TE2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2259+STABILITY: SURFACE MOTION
 TE2259
 TE2259  HISTORY     - Date     Condition        Report By
 TE2259  HISTORY     - 1911     MONUMENTED       IBC
 TE2259  HISTORY     - 1970     GOOD             IBC
 TE2259
 TE2259                          STATION DESCRIPTION
 TE2259
 TE2259'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2259'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2259'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2259'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2259'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2259'
 TE2259'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2259'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2259'---OCTOBER 20, 1818---.
 TE2259'
 TE2259'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2259'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2259'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2259'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2259'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2259'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2259'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2259'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2259'
 TE2259'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2259'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2259'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2259'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2259'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2259'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2259'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2259'AND---CANADA---ON THE WEST SIDE.
 TE2259'
 TE2259'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2259'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2259'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2259'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2259'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2259
 TE2259                          STATION RECOVERY (1970)
 TE2259
 TE2259'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2259'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2260 ***********************************************************************
 TE2260  DESIGNATION -  BOUNDARY MON 791
 TE2260  PID         -  TE2260
 TE2260  STATE/COUNTY-  ND/CAVALIER
 TE2260  USGS QUAD   -  
 TE2260
 TE2260                         *CURRENT SURVEY CONTROL
 TE2260  ___________________________________________________________________
 TE2260* NAD 83(1996)-  49 00 01.19723(N)    098 07 14.46181(W)     ADJUSTED  
 TE2260* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 TE2260  ___________________________________________________________________
 TE2260  LAPLACE CORR-          -6.29  (seconds)                    DEFLEC99
 TE2260  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 TE2260
 TE2260  HORZ ORDER  -  THIRD
 TE2260
 TE2260.The horizontal coordinates were established by classical geodetic methods
 TE2260.and adjusted by the National Geodetic Survey in January 1998..
 TE2260
 TE2260.The orthometric height was scaled from a topographic map.
 TE2260
 TE2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2260
 TE2260.The geoid height was determined by GEOID03.
 TE2260
 TE2260;                    North         East     Units Scale Factor Converg.
 TE2260;SPC ND N     -   225,104.725   774,081.093   MT  1.00006393   +1 46 13.9
 TE2260;SPC ND N     -   738,532.56  2,539,636.13   iFT  1.00006393   +1 46 13.9
 TE2260;UTM  14      - 5,427,865.228   564,314.628   MT  0.99965081   +0 39 49.2
 TE2260
 TE2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2260!SPC ND N     -   0.99993692  x   1.00006393  =   1.00000084
 TE2260!UTM  14      -   0.99993692  x   0.99965081  =   0.99958775
 TE2260
 TE2260|---------------------------------------------------------------------|
 TE2260| PID    Reference Object                     Distance      Geod. Az  |
 TE2260|                                                           dddmmss.s |
 TE2260| TE2165 HUB 31                               88.793 METERS 08925     |
 TE2260| TE2166 HUB 32                              354.812 METERS 08955     |
 TE2260| TE2259 BOUNDARY MON 790                    APPROX. 1.6 KM 2695519.9 |
 TE2260|---------------------------------------------------------------------|
 TE2260
 TE2260                          SUPERSEDED SURVEY CONTROL
 TE2260
 TE2260  NAD 83(1986)-  49 00 01.19132(N)    098 07 14.45075(W) AD(       ) 3
 TE2260
 TE2260.Superseded values are not recommended for survey control.
 TE2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2260.See file dsdata.txt to determine how the superseded data were derived.
 TE2260
 TE2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6431527865(NAD 83)
 TE2260_MARKER: Z = SEE DESCRIPTION
 TE2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2260+STABILITY: SURFACE MOTION
 TE2260
 TE2260  HISTORY     - Date     Condition        Report By
 TE2260  HISTORY     - 1911     MONUMENTED       IBC
 TE2260  HISTORY     - 1970     GOOD             IBC
 TE2260
 TE2260                          STATION DESCRIPTION
 TE2260
 TE2260'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2260'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2260'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2260'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2260'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2260'
 TE2260'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2260'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2260'---OCTOBER 20, 1818---.
 TE2260'
 TE2260'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2260'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2260'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2260'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2260'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2260'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2260'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2260'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2260'
 TE2260'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2260'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2260'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2260'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2260'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2260'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2260'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2260'AND---CANADA---ON THE WEST SIDE.
 TE2260'
 TE2260'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2260'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2260'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2260'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2260'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2260
 TE2260                          STATION RECOVERY (1970)
 TE2260
 TE2260'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2260'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2261 ***********************************************************************
 TE2261  DESIGNATION -  BOUNDARY MON 792
 TE2261  PID         -  TE2261
 TE2261  STATE/COUNTY-  ND/CAVALIER
 TE2261  USGS QUAD   -  
 TE2261
 TE2261                         *CURRENT SURVEY CONTROL
 TE2261  ___________________________________________________________________
 TE2261* NAD 83(1996)-  49 00 01.28829(N)    098 05 55.22124(W)     ADJUSTED  
 TE2261* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 TE2261  ___________________________________________________________________
 TE2261  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 TE2261  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 TE2261
 TE2261  HORZ ORDER  -  THIRD
 TE2261
 TE2261.The horizontal coordinates were established by classical geodetic methods
 TE2261.and adjusted by the National Geodetic Survey in January 1998..
 TE2261
 TE2261.The orthometric height was scaled from a topographic map.
 TE2261
 TE2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2261
 TE2261.The geoid height was determined by GEOID03.
 TE2261
 TE2261;                    North         East     Units Scale Factor Converg.
 TE2261;SPC ND N     -   225,157.532   775,690.925   MT  1.00006393   +1 47 12.9
 TE2261;SPC ND N     -   738,705.81  2,544,917.73   iFT  1.00006393   +1 47 12.9
 TE2261;UTM  14      - 5,427,886.922   565,924.517   MT  0.99965339   +0 40 49.0
 TE2261
 TE2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2261!SPC ND N     -   0.99993755  x   1.00006393  =   1.00000148
 TE2261!UTM  14      -   0.99993755  x   0.99965339  =   0.99959096
 TE2261
 TE2261:                Primary Azimuth Mark                     Grid Az
 TE2261:SPC ND N     -  HUB 32                                   268 06 57.6
 TE2261:UTM  14      -  HUB 32                                   269 13 21.5
 TE2261
 TE2261|---------------------------------------------------------------------|
 TE2261| PID    Reference Object                     Distance      Geod. Az  |
 TE2261|                                                           dddmmss.s |
 TE2261| TE2166 HUB 32                              APPROX. 1.3 KM 2695410.5 |
 TE2261| TE2167 HUB 33                              342.234 METERS 27011     |
 TE2261|---------------------------------------------------------------------|
 TE2261
 TE2261                          SUPERSEDED SURVEY CONTROL
 TE2261
 TE2261  NAD 83(1986)-  49 00 01.28222(N)    098 05 55.21013(W) AD(       ) 3
 TE2261
 TE2261.Superseded values are not recommended for survey control.
 TE2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2261.See file dsdata.txt to determine how the superseded data were derived.
 TE2261
 TE2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6592527887(NAD 83)
 TE2261_MARKER: Z = SEE DESCRIPTION
 TE2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2261+STABILITY: SURFACE MOTION
 TE2261
 TE2261  HISTORY     - Date     Condition        Report By
 TE2261  HISTORY     - 1911     MONUMENTED       IBC
 TE2261  HISTORY     - 1970     GOOD             IBC
 TE2261
 TE2261                          STATION DESCRIPTION
 TE2261
 TE2261'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2261'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2261'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2261'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2261'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2261'
 TE2261'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2261'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2261'---OCTOBER 20, 1818---.
 TE2261'
 TE2261'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2261'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2261'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2261'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2261'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2261'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2261'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2261'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2261'
 TE2261'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2261'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2261'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2261'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2261'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2261'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2261'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2261'AND---CANADA---ON THE WEST SIDE.
 TE2261'
 TE2261'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2261'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2261'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2261'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2261'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2261
 TE2261                          STATION RECOVERY (1970)
 TE2261
 TE2261'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2261'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2262 ***********************************************************************
 TE2262  DESIGNATION -  BOUNDARY MON 793
 TE2262  PID         -  TE2262
 TE2262  STATE/COUNTY-  ND/CAVALIER
 TE2262  USGS QUAD   -  
 TE2262
 TE2262                         *CURRENT SURVEY CONTROL
 TE2262  ___________________________________________________________________
 TE2262* NAD 83(1996)-  49 00 01.35682(N)    098 04 36.16993(W)     ADJUSTED  
 TE2262* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 TE2262  ___________________________________________________________________
 TE2262  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 TE2262  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 TE2262
 TE2262  HORZ ORDER  -  THIRD
 TE2262
 TE2262.The horizontal coordinates were established by classical geodetic methods
 TE2262.and adjusted by the National Geodetic Survey in January 1998..
 TE2262
 TE2262.The orthometric height was scaled from a topographic map.
 TE2262
 TE2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2262
 TE2262.The geoid height was determined by GEOID03.
 TE2262
 TE2262;                    North         East     Units Scale Factor Converg.
 TE2262;SPC ND N     -   225,209.983   777,296.919   MT  1.00006394   +1 48 11.7
 TE2262;SPC ND N     -   738,877.90  2,550,186.74   iFT  1.00006394   +1 48 11.7
 TE2262;UTM  14      - 5,427,908.340   567,530.566   MT  0.99965602   +0 41 48.6
 TE2262
 TE2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2262!SPC ND N     -   0.99994116  x   1.00006394  =   1.00000510
 TE2262!UTM  14      -   0.99994116  x   0.99965602  =   0.99959720
 TE2262
 TE2262:                Primary Azimuth Mark                     Grid Az
 TE2262:SPC ND N     -  BOUNDARY MON 792                         268 07 46.4
 TE2262:UTM  14      -  BOUNDARY MON 792                         269 14 09.5
 TE2262
 TE2262|---------------------------------------------------------------------|
 TE2262| PID    Reference Object                     Distance      Geod. Az  |
 TE2262|                                                           dddmmss.s |
 TE2262| TE2261 BOUNDARY MON 792                    APPROX. 1.6 KM 2695558.1 |
 TE2262|---------------------------------------------------------------------|
 TE2262
 TE2262                          SUPERSEDED SURVEY CONTROL
 TE2262
 TE2262  NAD 83(1986)-  49 00 01.35055(N)    098 04 36.15872(W) AD(       ) 3
 TE2262
 TE2262.Superseded values are not recommended for survey control.
 TE2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2262.See file dsdata.txt to determine how the superseded data were derived.
 TE2262
 TE2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6753127908(NAD 83)
 TE2262_MARKER: Z = SEE DESCRIPTION
 TE2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2262+STABILITY: SURFACE MOTION
 TE2262
 TE2262  HISTORY     - Date     Condition        Report By
 TE2262  HISTORY     - 1911     MONUMENTED       IBC
 TE2262  HISTORY     - 1970     GOOD             IBC
 TE2262
 TE2262                          STATION DESCRIPTION
 TE2262
 TE2262'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2262'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2262'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2262'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2262'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2262'
 TE2262'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2262'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2262'---OCTOBER 20, 1818---.
 TE2262'
 TE2262'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2262'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2262'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2262'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2262'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2262'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2262'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2262'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2262'
 TE2262'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2262'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2262'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2262'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2262'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2262'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2262'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2262'AND---CANADA---ON THE WEST SIDE.
 TE2262'
 TE2262'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2262'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2262'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2262'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2262'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2262
 TE2262                          STATION RECOVERY (1970)
 TE2262
 TE2262'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2262'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2263 ***********************************************************************
 TE2263  DESIGNATION -  BOUNDARY MON 794
 TE2263  PID         -  TE2263
 TE2263  STATE/COUNTY-  ND/CAVALIER
 TE2263  USGS QUAD   -  
 TE2263
 TE2263                         *CURRENT SURVEY CONTROL
 TE2263  ___________________________________________________________________
 TE2263* NAD 83(1996)-  49 00 01.44738(N)    098 03 16.82998(W)     ADJUSTED  
 TE2263* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 TE2263  ___________________________________________________________________
 TE2263  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 TE2263  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 TE2263
 TE2263  HORZ ORDER  -  THIRD
 TE2263
 TE2263.The horizontal coordinates were established by classical geodetic methods
 TE2263.and adjusted by the National Geodetic Survey in January 1998..
 TE2263
 TE2263.The orthometric height was scaled from a topographic map.
 TE2263
 TE2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2263
 TE2263.The geoid height was determined by GEOID03.
 TE2263
 TE2263;                    North         East     Units Scale Factor Converg.
 TE2263;SPC ND N     -   225,263.758   778,908.739   MT  1.00006395   +1 49 10.7
 TE2263;SPC ND N     -   739,054.32  2,555,474.87   iFT  1.00006395   +1 49 10.7
 TE2263;UTM  14      - 5,427,930.976   569,142.468   MT  0.99965873   +0 42 48.5
 TE2263
 TE2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2263!SPC ND N     -   0.99994446  x   1.00006395  =   1.00000841
 TE2263!UTM  14      -   0.99994446  x   0.99965873  =   0.99960321
 TE2263
 TE2263|---------------------------------------------------------------------|
 TE2263| PID    Reference Object                     Distance      Geod. Az  |
 TE2263|                                                           dddmmss.s |
 TE2263| TE2170 HUB 36                              159.473 METERS 08920     |
 TE2263| TE2169 HUB 35                              205.194 METERS 26920     |
 TE2263| TE2262 BOUNDARY MON 793                    APPROX. 1.6 KM 2695432.1 |
 TE2263|---------------------------------------------------------------------|
 TE2263
 TE2263                          SUPERSEDED SURVEY CONTROL
 TE2263
 TE2263  NAD 83(1986)-  49 00 01.44093(N)    098 03 16.81877(W) AD(       ) 3
 TE2263
 TE2263.Superseded values are not recommended for survey control.
 TE2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2263.See file dsdata.txt to determine how the superseded data were derived.
 TE2263
 TE2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6914227931(NAD 83)
 TE2263_MARKER: Z = SEE DESCRIPTION
 TE2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2263+STABILITY: SURFACE MOTION
 TE2263
 TE2263  HISTORY     - Date     Condition        Report By
 TE2263  HISTORY     - 1911     MONUMENTED       IBC
 TE2263  HISTORY     - 1970     GOOD             IBC
 TE2263
 TE2263                          STATION DESCRIPTION
 TE2263
 TE2263'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2263'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2263'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2263'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2263'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2263'
 TE2263'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2263'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2263'---OCTOBER 20, 1818---.
 TE2263'
 TE2263'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2263'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2263'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2263'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2263'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2263'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2263'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2263'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2263'
 TE2263'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2263'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2263'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2263'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2263'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2263'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2263'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2263'AND---CANADA---ON THE WEST SIDE.
 TE2263'
 TE2263'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2263'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2263'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2263'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2263'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2263
 TE2263                          STATION RECOVERY (1970)
 TE2263
 TE2263'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2263'RECOVERED IN GOOD CONDITION IN 1947, 1956, 1963, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2264 ***********************************************************************
 TE2264  DESIGNATION -  BOUNDARY MON 795
 TE2264  PID         -  TE2264
 TE2264  STATE/COUNTY-  ND/CAVALIER
 TE2264  USGS QUAD   -  
 TE2264
 TE2264                         *CURRENT SURVEY CONTROL
 TE2264  ___________________________________________________________________
 TE2264* NAD 83(1996)-  49 00 01.49461(N)    098 01 56.03413(W)     ADJUSTED  
 TE2264* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 TE2264  ___________________________________________________________________
 TE2264  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 TE2264  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 TE2264
 TE2264  HORZ ORDER  -  THIRD
 TE2264
 TE2264.The horizontal coordinates were established by classical geodetic methods
 TE2264.and adjusted by the National Geodetic Survey in January 1998..
 TE2264
 TE2264.The orthometric height was scaled from a topographic map.
 TE2264
 TE2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2264
 TE2264.The geoid height was determined by GEOID03.
 TE2264
 TE2264;                    North         East     Units Scale Factor Converg.
 TE2264;SPC ND N     -   225,317.604   780,550.164   MT  1.00006395   +1 50 10.9
 TE2264;SPC ND N     -   739,230.98  2,560,860.12   iFT  1.00006395   +1 50 10.9
 TE2264;UTM  14      - 5,427,953.119   570,783.964   MT  0.99966155   +0 43 49.5
 TE2264
 TE2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2264!SPC ND N     -   0.99995403  x   1.00006395  =   1.00001798
 TE2264!UTM  14      -   0.99995403  x   0.99966155  =   0.99961560
 TE2264
 TE2264|---------------------------------------------------------------------|
 TE2264| PID    Reference Object                     Distance      Geod. Az  |
 TE2264|                                                           dddmmss.s |
 TE2264| TE2172 HUB 38                              178.807 METERS 09007     |
 TE2264| TE2173 HUB 39                              375.023 METERS 09010     |
 TE2264| TE2263 BOUNDARY MON 794                    APPROX. 1.6 KM 2695727.2 |
 TE2264| TE2171 HUB 37                              384.514 METERS 27003     |
 TE2264|---------------------------------------------------------------------|
 TE2264
 TE2264                          SUPERSEDED SURVEY CONTROL
 TE2264
 TE2264  NAD 83(1986)-  49 00 01.48795(N)    098 01 56.02278(W) AD(       ) 3
 TE2264
 TE2264.Superseded values are not recommended for survey control.
 TE2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2264.See file dsdata.txt to determine how the superseded data were derived.
 TE2264
 TE2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7078427953(NAD 83)
 TE2264_MARKER: Z = SEE DESCRIPTION
 TE2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2264+STABILITY: SURFACE MOTION
 TE2264
 TE2264  HISTORY     - Date     Condition        Report By
 TE2264  HISTORY     - 1911     MONUMENTED       IBC
 TE2264  HISTORY     - 1970     GOOD             IBC
 TE2264
 TE2264                          STATION DESCRIPTION
 TE2264
 TE2264'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2264'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE2264'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE2264'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE2264'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE2264'
 TE2264'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE2264'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE2264'---OCTOBER 20, 1818---.
 TE2264'
 TE2264'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE2264'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE2264'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE2264'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE2264'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE2264'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE2264'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE2264'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE2264'
 TE2264'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE2264'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE2264'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE2264'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE2264'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE2264'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE2264'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE2264'AND---CANADA---ON THE WEST SIDE.
 TE2264'
 TE2264'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE2264'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE2264'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE2264'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE2264'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE2264
 TE2264                          STATION RECOVERY (1970)
 TE2264
 TE2264'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (VJV)
 TE2264'RECOVERED IN GOOD CONDITION IN 1946, 1947, 1956, 1966 AND 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0174 ***********************************************************************
 TE0174  DESIGNATION -  BOUNDARY MON 796 CD US
 TE0174  PID         -  TE0174
 TE0174  STATE/COUNTY-  ND/CAVALIER
 TE0174  USGS QUAD   -  
 TE0174
 TE0174                         *CURRENT SURVEY CONTROL
 TE0174  ___________________________________________________________________
 TE0174* NAD 83(1996)-  49 00 01.58538(N)    098 00 38.22717(W)     ADJUSTED  
 TE0174* NAVD 88     -       310.390  (meters)    1018.34   (feet)  ADJUSTED  
 TE0174  ___________________________________________________________________
 TE0174  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 TE0174  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 TE0174  DYNAMIC HT  -         310.479 (meters)    1018.63  (feet)  COMP
 TE0174  MODELED GRAV-     980,888.7   (mgal)                       NAVD 88
 TE0174
 TE0174  HORZ ORDER  -  THIRD
 TE0174  VERT ORDER  -  SECOND    CLASS 0
 TE0174
 TE0174.The horizontal coordinates were established by classical geodetic methods
 TE0174.and adjusted by the National Geodetic Survey in January 1998..
 TE0174
 TE0174.The orthometric height was determined by differential leveling
 TE0174.and adjusted by the National Geodetic Survey in June 1991..
 TE0174
 TE0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0174
 TE0174.The geoid height was determined by GEOID03.
 TE0174
 TE0174.The dynamic height is computed by dividing the NAVD 88
 TE0174.geopotential number by the normal gravity value computed on the
 TE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0174.degrees latitude (g = 980.6199 gals.).
 TE0174
 TE0174.The modeled gravity was interpolated from observed gravity values.
 TE0174
 TE0174;                    North         East     Units Scale Factor Converg.
 TE0174;SPC ND N     -   225,371.309   782,130.807   MT  1.00006396   +1 51 08.8
 TE0174;SPC ND N     -   739,407.18  2,566,045.95   iFT  1.00006396   +1 51 08.8
 TE0174;UTM  14      - 5,427,976.301   572,364.715   MT  0.99966433   +0 44 48.2
 TE0174
 TE0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0174!SPC ND N     -   0.99995529  x   1.00006396  =   1.00001925
 TE0174!UTM  14      -   0.99995529  x   0.99966433  =   0.99961963
 TE0174
 TE0174:                Primary Azimuth Mark                     Grid Az
 TE0174:SPC ND N     -  HUB 39                                   267 58 06.7
 TE0174:UTM  14      -  HUB 39                                   269 04 27.3
 TE0174
 TE0174|---------------------------------------------------------------------|
 TE0174| PID    Reference Object                     Distance      Geod. Az  |
 TE0174|                                                           dddmmss.s |
 TE0174| TE2173 HUB 39                              APPROX. 1.2 KM 2694915.5 |
 TE0174|---------------------------------------------------------------------|
 TE0174
 TE0174                          SUPERSEDED SURVEY CONTROL
 TE0174
 TE0174  NAD 83(1986)-  49 00 01.57853(N)    098 00 38.21618(W) AD(       ) 3
 TE0174  NGVD 29 (??/??/92)  310.017  (m)         1017.11   (f) ADJ UNCH    2 0
 TE0174
 TE0174.Superseded values are not recommended for survey control.
 TE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0174.See file dsdata.txt to determine how the superseded data were derived.
 TE0174
 TE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7236527976(NAD 83)
 TE0174_MARKER: Z = SEE DESCRIPTION
 TE0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE0174_STAMPING: 796
 TE0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0174+STABILITY: SURFACE MOTION
 TE0174
 TE0174  HISTORY     - Date     Condition        Report By
 TE0174  HISTORY     - 1911     MONUMENTED       IBC
 TE0174  HISTORY     - 1935     GOOD             NGS
 TE0174  HISTORY     - 1966     GOOD             IBC
 TE0174
 TE0174                          STATION DESCRIPTION
 TE0174
 TE0174'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE0174'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TE0174'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TE0174'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TE0174'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TE0174'
 TE0174'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TE0174'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TE0174'---OCTOBER 20, 1818---.
 TE0174'
 TE0174'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TE0174'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TE0174'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TE0174'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TE0174'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TE0174'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TE0174'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TE0174'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TE0174'
 TE0174'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TE0174'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TE0174'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TE0174'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TE0174'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TE0174'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TE0174'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TE0174'AND---CANADA---ON THE WEST SIDE.
 TE0174'
 TE0174'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TE0174'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TE0174'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TE0174'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TE0174'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TE0174
 TE0174                          STATION RECOVERY (1935)
 TE0174
 TE0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TE0174'5.4 MI NE FROM WALHALLA.
 TE0174'IN CAVALIER COUNTY, 5.4 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM
 TE0174'THE CROSSING OF THE VANG ROAD AT WALHALLA, PEMBINA COUNTY, 5.0 MILES
 TE0174'WEST ALONG A SECTION-LINE ROAD, AND 0.5 MILE NORTH ALONG A ROAD, 0.2
 TE0174'MILE EAST OF THE BOUNDARY LINE OF SECTIONS 27 AND 28, T. 164 N., R. 57
 TE0174'W., AND AT THE UNITED STATES-CANADIAN BOUNDARY LINE.  THE APEX OF
 TE0174'BOUNDARY MONUMENT 796.
 TE0174
 TE0174                          STATION RECOVERY (1966)
 TE0174
 TE0174'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TE0174'RECOVERED IN GOOD CONDITION IN 1946, 1956, 1963 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1308 ***********************************************************************
 TD1308  DESIGNATION -  BOUNDARY MON 797 CD US
 TD1308  PID         -  TD1308
 TD1308  STATE/COUNTY-  ND/CAVALIER
 TD1308  USGS QUAD   -  
 TD1308
 TD1308                         *CURRENT SURVEY CONTROL
 TD1308  ___________________________________________________________________
 TD1308* NAD 83(1996)-  49 00 01.60484(N)    097 59 19.46289(W)     ADJUSTED  
 TD1308* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 TD1308  ___________________________________________________________________
 TD1308  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 TD1308  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TD1308
 TD1308  HORZ ORDER  -  THIRD
 TD1308
 TD1308.The horizontal coordinates were established by classical geodetic methods
 TD1308.and adjusted by the National Geodetic Survey in January 1998..
 TD1308
 TD1308.The orthometric height was scaled from a topographic map.
 TD1308
 TD1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1308
 TD1308.The geoid height was determined by GEOID03.
 TD1308
 TD1308;                    North         East     Units Scale Factor Converg.
 TD1308;SPC ND N     -   225,423.891   783,730.955   MT  1.00006396   +1 52 07.4
 TD1308;SPC ND N     -   739,579.69  2,571,295.78   iFT  1.00006396   +1 52 07.4
 TD1308;UTM  14      - 5,427,997.989   573,964.942   MT  0.99966721   +0 45 47.7
 TD1308
 TD1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1308!SPC ND N     -   0.99995734  x   1.00006396  =   1.00002129
 TD1308!UTM  14      -   0.99995734  x   0.99966721  =   0.99962456
 TD1308
 TD1308:                Primary Azimuth Mark                     Grid Az
 TD1308:SPC ND N     -  BOUNDARY MON 796 CD US                   268 07 04.9
 TD1308:UTM  14      -  BOUNDARY MON 796 CD US                   269 13 24.6
 TD1308
 TD1308|---------------------------------------------------------------------|
 TD1308| PID    Reference Object                     Distance      Geod. Az  |
 TD1308|                                                           dddmmss.s |
 TD1308| TE0174 BOUNDARY MON 796 CD US              APPROX. 1.6 KM 2695912.3 |
 TD1308|---------------------------------------------------------------------|
 TD1308
 TD1308                          SUPERSEDED SURVEY CONTROL
 TD1308
 TD1308  NAD 83(1986)-  49 00 01.59779(N)    097 59 19.45093(W) AD(       ) 3
 TD1308
 TD1308.Superseded values are not recommended for survey control.
 TD1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1308.See file dsdata.txt to determine how the superseded data were derived.
 TD1308
 TD1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7396527998(NAD 83)
 TD1308_MARKER: Z = SEE DESCRIPTION
 TD1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1308+STABILITY: SURFACE MOTION
 TD1308
 TD1308  HISTORY     - Date     Condition        Report By
 TD1308  HISTORY     - 1911     MONUMENTED       IBC
 TD1308  HISTORY     - 1966     GOOD             IBC
 TD1308
 TD1308                          STATION DESCRIPTION
 TD1308
 TD1308'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1308'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1308'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1308'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1308'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1308'
 TD1308'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1308'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1308'---OCTOBER 20, 1818---.
 TD1308'
 TD1308'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1308'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1308'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1308'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1308'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1308'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1308'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1308'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1308'
 TD1308'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1308'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1308'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1308'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1308'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1308'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1308'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1308'AND---CANADA---ON THE WEST SIDE.
 TD1308'
 TD1308'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1308'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1308'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1308'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1308'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1308
 TD1308                          STATION RECOVERY (1966)
 TD1308
 TD1308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TD1308'RECOVERED IN GOOD CONDITION IN 1938, 1946, 1956, 1963 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1255 ***********************************************************************
 TD1255  DESIGNATION -  BOUNDARY MON 798 CD US
 TD1255  PID         -  TD1255
 TD1255  STATE/COUNTY-  ND/CAVALIER
 TD1255  USGS QUAD   -  
 TD1255
 TD1255                         *CURRENT SURVEY CONTROL
 TD1255  ___________________________________________________________________
 TD1255* NAD 83(1996)-  49 00 01.61328(N)    097 57 59.76402(W)     ADJUSTED  
 TD1255* NAVD 88     -       295.1    (meters)     968.     (feet)  VERTCON   
 TD1255  ___________________________________________________________________
 TD1255  X           -    -581,073.343 (meters)                     COMP
 TD1255  Y           -  -4,152,112.084 (meters)                     COMP
 TD1255  Z           -   4,790,795.269 (meters)                     COMP
 TD1255  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 TD1255  ELLIP HEIGHT-         270.07  (meters)          (03/16/99) GPS OBS
 TD1255  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 TD1255
 TD1255  HORZ ORDER  -  FIRST
 TD1255  ELLP ORDER  -  FOURTH    CLASS I
 TD1255
 TD1255.The horizontal coordinates were established by GPS observations
 TD1255.and adjusted by the National Geodetic Survey in January 1998..
 TD1255
 TD1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1255
 TD1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1255
 TD1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1255
 TD1255.The ellipsoidal height was determined by GPS observations
 TD1255.and is referenced to NAD 83.
 TD1255
 TD1255.The geoid height was determined by GEOID03.
 TD1255
 TD1255;                    North         East     Units Scale Factor Converg.
 TD1255;SPC ND N     -   225,477.212   785,350.086   MT  1.00006396   +1 53 06.7
 TD1255;SPC ND N     -   739,754.63  2,576,607.89   iFT  1.00006396   +1 53 06.7
 TD1255;UTM  14      - 5,428,020.057   575,584.160   MT  0.99967018   +0 46 47.8
 TD1255
 TD1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1255!SPC ND N     -   0.99995768  x   1.00006396  =   1.00002164
 TD1255!UTM  14      -   0.99995768  x   0.99967018  =   0.99962787
 TD1255
 TD1255:                Primary Azimuth Mark                     Grid Az
 TD1255:SPC ND N     -  BOUNDARY MON 797 CD US                   268 06 50.2
 TD1255:UTM  14      -  BOUNDARY MON 797 CD US                   269 13 09.1
 TD1255
 TD1255|---------------------------------------------------------------------|
 TD1255| PID    Reference Object                     Distance      Geod. Az  |
 TD1255|                                                           dddmmss.s |
 TD1255| TD1308 BOUNDARY MON 797 CD US              APPROX. 1.6 KM 2695956.9 |
 TD1255|---------------------------------------------------------------------|
 TD1255
 TD1255                          SUPERSEDED SURVEY CONTROL
 TD1255
 TD1255  ELLIP H (01/23/98)  269.94   (m)                       GP(       ) 4 1
 TD1255  NAD 83(1986)-  49 00 01.60605(N)    097 57 59.75201(W) AD(       ) 1
 TD1255  NGVD 29 (08/25/89)  294.7    (m)          967.     (f) GPS OBS        
 TD1255
 TD1255.Superseded values are not recommended for survey control.
 TD1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1255.See file dsdata.txt to determine how the superseded data were derived.
 TD1255
 TD1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7558428020(NAD 83)
 TD1255_MARKER: DU = BOUNDARY MARKER
 TD1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1255_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1255+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 TD1255
 TD1255  HISTORY     - Date     Condition        Report By
 TD1255  HISTORY     - 1911     MONUMENTED       IBC
 TD1255  HISTORY     - 1911     GOOD             IBC
 TD1255  HISTORY     - 1966     GOOD             IBC
 TD1255  HISTORY     - 19880919 SEE DESCRIPTION  NGS
 TD1255
 TD1255                          STATION DESCRIPTION
 TD1255
 TD1255'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1255'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1255'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1255'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1255'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1255'
 TD1255'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1255'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1255'---OCTOBER 20, 1818---.
 TD1255'
 TD1255'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1255'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1255'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1255'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1255'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1255'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1255'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1255'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1255'
 TD1255'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1255'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1255'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1255'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1255'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1255'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1255'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1255'AND---CANADA---ON THE WEST SIDE.
 TD1255'
 TD1255'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1255'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1255'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1255'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1255'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1255
 TD1255                          STATION RECOVERY (1911)
 TD1255
 TD1255'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TD1255'RECOVERED IN GOOD CONDITION.
 TD1255
 TD1255                          STATION RECOVERY (1966)
 TD1255
 TD1255'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TD1255'RECOVERED IN GOOD CONDITION IN 1938, 1946, 1956, 1963 AND 1966.
 TD1255
 TD1255                          STATION RECOVERY (1988)
 TD1255
 TD1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TD1255'THE MONUMENT IS LOCATED ABOUT 9.25 KM (5.75 MI) NORTH-NORTHWEST OF
 TD1255'WALHALLA AND ABOUT 4.43 KM (2.75 MI) WEST OF THE WALHALLA, NORTH
 TD1255'DAKOTA - WINKLER, MANITOBA BORDER CROSSING.
 TD1255'TO REACH THE MONUMENT FROM THE SCHOOLHOUSE IN THE SMALL VILLAGE OF
 TD1255'HASKETT, MANITOBA, GO SOUTH ON A GRAVEL ROAD FOR 0.40 KM (0.25 MI) TO
 TD1255'A GRAVEL CROSSROAD.  CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.89 KM
 TD1255'(0.55 MI) TO THE END OF THE GRAVEL ROAD.  CONTINUE SOUTH ON A DIRT
 TD1255'TRACK ROAD FOR 0.80 KM (0.50 MI) TO WHERE THE TRACK ROAD TURNS RIGHT
 TD1255'AT THE BOUNDARY.  TURN LEFT AND GO EAST FOLLOWNG ALONG THE SOUTH SIDE
 TD1255'OF A WHEAT FIELD PASSING TO THE NORTH OF A GROUP OF COTTONWOOD AND
 TD1255'WILLOW TREES ON THE CANADIAN SIDE OF THE BOUNDARY, FOR 0.80 KM
 TD1255'(0.50 MI) TO THE MONUMENT ON THE RIGHT AT A FENCE CORNER.
 TD1255'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.09 M
 TD1255'(3.6 FT) ABOVE GROUND LEVEL.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TD1255'LETTERS IS --CONVENTION OF LONDON-- ON THE NORTH SIDE AND --OCTOBER
 TD1255'20TH 1818-- ON THE SOUTH SIDE.  THE NUMBER --798-- IS DRILLED NEAR
 TD1255'THE TOP OF THE EAST SIDE OF THE OBELISK.
 TD1255'THE MONUMENT APPEARS TO BE OUT OF PLUMB ABOUT 2 CENTIMETERS TO THE
 TD1255'SOUTH.
 TD1255'THE MONUMENT IS CURRENTLY BEING USED AS A CORNER FENCEPOST BRACE
 TD1255'HOWEVER, IT CAN BE SET UP OVER WITH A TALL TRIPOD.
 TD1255'THE POINT OCCUPIED BY GPS IS A PUNCH MARK 2 CENTIMETERS NORTH OF THE
 TD1255'APEX AND ON THE NORTH FACE OF THE OBELISK.  THE AREA AROUND THE PUNCH
 TD1255'MARK WAS BUFFED WITH AN EMERY WHEEL.  MONUMENT POSITIONS REPRESENTED
 TD1255'BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE IBC.  THE
 TD1255'GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING THE
 TD1255'REPLUMBING.
 TD1255'TYPED BY M.L.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1309 ***********************************************************************
 TD1309  DESIGNATION -  BOUNDARY MON 799 CD US
 TD1309  PID         -  TD1309
 TD1309  STATE/COUNTY-  ND/PEMBINA
 TD1309  USGS QUAD   -  
 TD1309
 TD1309                         *CURRENT SURVEY CONTROL
 TD1309  ___________________________________________________________________
 TD1309* NAD 83(1996)-  49 00 01.67882(N)    097 56 38.39870(W)     ADJUSTED  
 TD1309* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 TD1309  ___________________________________________________________________
 TD1309  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 TD1309  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 TD1309
 TD1309  HORZ ORDER  -  THIRD
 TD1309
 TD1309.The horizontal coordinates were established by classical geodetic methods
 TD1309.and adjusted by the National Geodetic Survey in January 1998..
 TD1309
 TD1309.The orthometric height was scaled from a topographic map.
 TD1309
 TD1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1309
 TD1309.The geoid height was determined by GEOID03.
 TD1309
 TD1309;                    North         East     Units Scale Factor Converg.
 TD1309;SPC ND N     -   225,533.885   787,002.997   MT  1.00006396   +1 54 07.2
 TD1309;SPC ND N     -   739,940.57  2,582,030.83   iFT  1.00006396   +1 54 07.2
 TD1309;UTM  14      - 5,428,044.832   577,237.208   MT  0.99967328   +0 47 49.3
 TD1309
 TD1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1309!SPC ND N     -   0.99995876  x   1.00006396  =   1.00002272
 TD1309!UTM  14      -   0.99995876  x   0.99967328  =   0.99963205
 TD1309
 TD1309:                Primary Azimuth Mark                     Grid Az
 TD1309:SPC ND N     -  BIRCH                                    269 32 29.8
 TD1309:UTM  14      -  BIRCH                                    270 38 47.7
 TD1309
 TD1309|---------------------------------------------------------------------|
 TD1309| PID    Reference Object                     Distance      Geod. Az  |
 TD1309|                                                           dddmmss.s |
 TD1309| TE2118 BIRCH                               APPROX.12.6 KM 2712637.0 |
 TD1309|---------------------------------------------------------------------|
 TD1309
 TD1309                          SUPERSEDED SURVEY CONTROL
 TD1309
 TD1309  NAD 83(1986)-  49 00 01.67146(N)    097 56 38.38657(W) AD(       ) 3
 TD1309
 TD1309.Superseded values are not recommended for survey control.
 TD1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1309.See file dsdata.txt to determine how the superseded data were derived.
 TD1309
 TD1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7723728045(NAD 83)
 TD1309_MARKER: Z = SEE DESCRIPTION
 TD1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1309_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1309+STABILITY: SURFACE MOTION
 TD1309
 TD1309  HISTORY     - Date     Condition        Report By
 TD1309  HISTORY     - 1911     MONUMENTED       IBC
 TD1309  HISTORY     - 1966     GOOD             IBC
 TD1309
 TD1309                          STATION DESCRIPTION
 TD1309
 TD1309'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1309'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1309'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1309'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1309'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1309'
 TD1309'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1309'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1309'---OCTOBER 20, 1818---.
 TD1309'
 TD1309'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1309'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1309'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1309'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1309'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1309'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1309'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1309'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1309'
 TD1309'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1309'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1309'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1309'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1309'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1309'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1309'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1309'AND---CANADA---ON THE WEST SIDE.
 TD1309'
 TD1309'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1309'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1309'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1309'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1309'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1309
 TD1309                          STATION RECOVERY (1966)
 TD1309
 TD1309'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TD1309'RECOVERED IN GOOD CONDITION IN 1938, 1946, 1956, 1963 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1313 ***********************************************************************
 TD1313  DESIGNATION -  BOUNDARY MON 800 A 63
 TD1313  PID         -  TD1313
 TD1313  STATE/COUNTY-  ND/PEMBINA
 TD1313  USGS QUAD   -  
 TD1313
 TD1313                         *CURRENT SURVEY CONTROL
 TD1313  ___________________________________________________________________
 TD1313* NAD 83(1996)-  49 00 01.73165(N)    097 54 31.73226(W)     ADJUSTED  
 TD1313* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 TD1313  ___________________________________________________________________
 TD1313  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TD1313  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 TD1313
 TD1313  HORZ ORDER  -  THIRD
 TD1313
 TD1313.The horizontal coordinates were established by classical geodetic methods
 TD1313.and adjusted by the National Geodetic Survey in January 1998..
 TD1313
 TD1313.The orthometric height was scaled from a topographic map.
 TD1313
 TD1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1313
 TD1313.The geoid height was determined by GEOID03.
 TD1313
 TD1313;                    North         East     Units Scale Factor Converg.
 TD1313;SPC ND N     -   225,621.559   789,576.203   MT  1.00006397   +1 55 41.5
 TD1313;SPC ND N     -   740,228.21  2,590,473.11   iFT  1.00006397   +1 55 41.5
 TD1313;UTM  14      - 5,428,082.860   579,810.627   MT  0.99967825   +0 49 24.9
 TD1313
 TD1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1313!SPC ND N     -   0.99995908  x   1.00006397  =   1.00002305
 TD1313!UTM  14      -   0.99995908  x   0.99967825  =   0.99963735
 TD1313
 TD1313|---------------------------------------------------------------------|
 TD1313| PID    Reference Object                     Distance      Geod. Az  |
 TD1313|                                                           dddmmss.s |
 TD1313| TD1316 BOUNDARY MON 800 B 63                28.223 METERS 08957     |
 TD1313| TD1310 BOUNDARY MON 800 CD US              APPROX. 1.0 KM 2695729.0 |
 TD1313|---------------------------------------------------------------------|
 TD1313
 TD1313                          SUPERSEDED SURVEY CONTROL
 TD1313
 TD1313  NAD 83(1986)-  49 00 01.72410(N)    097 54 31.72007(W) AD(       ) 3
 TD1313
 TD1313.Superseded values are not recommended for survey control.
 TD1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1313.See file dsdata.txt to determine how the superseded data were derived.
 TD1313
 TD1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7981128083(NAD 83)
 TD1313_MARKER: U = CONCRETE POST
 TD1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1313+STABILITY: SURFACE MOTION
 TD1313
 TD1313  HISTORY     - Date     Condition        Report By
 TD1313  HISTORY     - 1963     MONUMENTED       IBC
 TD1313  HISTORY     - 1966     GOOD             IBC
 TD1313
 TD1313                          STATION DESCRIPTION
 TD1313
 TD1313'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1313'MONUMENT 800A WHICH WAS FIRST SET IN 1945 TO MARK THE BOUNDARY
 TD1313'CROSSING ON THE HIGHWAY BETWEEN HASKETT, MANITOBA, AND WALHALLA,
 TD1313'NORTH DAKOTA, WAS MOVED TO CONFORM WITH THE NEW CROSSING.
 TD1313
 TD1313                          STATION RECOVERY (1966)
 TD1313
 TD1313'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (NWS)
 TD1313'RECOVERED IN GOOD CONDITION IN 1964, 1965 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1316 ***********************************************************************
 TD1316  DESIGNATION -  BOUNDARY MON 800 B 63
 TD1316  PID         -  TD1316
 TD1316  STATE/COUNTY-  ND/PEMBINA
 TD1316  USGS QUAD   -  
 TD1316
 TD1316                         *CURRENT SURVEY CONTROL
 TD1316  ___________________________________________________________________
 TD1316* NAD 83(1996)-  49 00 01.73232(N)    097 54 30.34372(W)     ADJUSTED  
 TD1316* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 TD1316  ___________________________________________________________________
 TD1316  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TD1316  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 TD1316
 TD1316  HORZ ORDER  -  THIRD
 TD1316
 TD1316.The horizontal coordinates were established by classical geodetic methods
 TD1316.and adjusted by the National Geodetic Survey in January 1998..
 TD1316
 TD1316.The orthometric height was scaled from a topographic map.
 TD1316
 TD1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1316
 TD1316.The geoid height was determined by GEOID03.
 TD1316
 TD1316;                    North         East     Units Scale Factor Converg.
 TD1316;SPC ND N     -   225,622.530   789,604.411   MT  1.00006397   +1 55 42.5
 TD1316;SPC ND N     -   740,231.40  2,590,565.65   iFT  1.00006397   +1 55 42.5
 TD1316;UTM  14      - 5,428,083.286   579,838.837   MT  0.99967830   +0 49 25.9
 TD1316
 TD1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1316!SPC ND N     -   0.99995908  x   1.00006397  =   1.00002305
 TD1316!UTM  14      -   0.99995908  x   0.99967830  =   0.99963740
 TD1316
 TD1316|---------------------------------------------------------------------|
 TD1316| PID    Reference Object                     Distance      Geod. Az  |
 TD1316|                                                           dddmmss.s |
 TD1316| TD1313 BOUNDARY MON 800 A 63                28.223 METERS 26957     |
 TD1316|---------------------------------------------------------------------|
 TD1316
 TD1316                          SUPERSEDED SURVEY CONTROL
 TD1316
 TD1316  NAD 83(1986)-  49 00 01.72476(N)    097 54 30.33152(W) AD(       ) 3
 TD1316
 TD1316.Superseded values are not recommended for survey control.
 TD1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1316.See file dsdata.txt to determine how the superseded data were derived.
 TD1316
 TD1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7983928083(NAD 83)
 TD1316_MARKER: U = CONCRETE POST
 TD1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1316+STABILITY: SURFACE MOTION
 TD1316
 TD1316  HISTORY     - Date     Condition        Report By
 TD1316  HISTORY     - 1963     MONUMENTED       IBC
 TD1316  HISTORY     - 1966     GOOD             IBC
 TD1316
 TD1316                          STATION DESCRIPTION
 TD1316
 TD1316'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1316'MONUMENT 800B WHICH WAS FIRST SET IN 1945 TO MARK THE BOUNDARY
 TD1316'CROSSING ON THE HIGHWAY BETWEEN HASKETT, MANITOBA, AND WALHALLA,
 TD1316'NORTH DAKOTA, WAS MOVED TO CONFORM WITH THE NEW CROSSING.
 TD1316
 TD1316                          STATION RECOVERY (1966)
 TD1316
 TD1316'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (NWS)
 TD1316'RECOVERED IN GOOD CONDITION IN 1964, 1965 AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1310 ***********************************************************************
 TD1310  DESIGNATION -  BOUNDARY MON 800 CD US
 TD1310  PID         -  TD1310
 TD1310  STATE/COUNTY-  ND/PEMBINA
 TD1310  USGS QUAD   -  
 TD1310
 TD1310                         *CURRENT SURVEY CONTROL
 TD1310  ___________________________________________________________________
 TD1310* NAD 83(1996)-  49 00 01.70491(N)    097 55 21.13548(W)     ADJUSTED  
 TD1310* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 TD1310  ___________________________________________________________________
 TD1310  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 TD1310  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 TD1310
 TD1310  HORZ ORDER  -  THIRD
 TD1310
 TD1310.The horizontal coordinates were established by classical geodetic methods
 TD1310.and adjusted by the National Geodetic Survey in January 1998..
 TD1310
 TD1310.The orthometric height was scaled from a topographic map.
 TD1310
 TD1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1310
 TD1310.The geoid height was determined by GEOID03.
 TD1310
 TD1310;                    North         East     Units Scale Factor Converg.
 TD1310;SPC ND N     -   225,587.035   788,572.597   MT  1.00006397   +1 55 04.7
 TD1310;SPC ND N     -   740,114.94  2,587,180.44   iFT  1.00006397   +1 55 04.7
 TD1310;UTM  14      - 5,428,067.696   578,806.930   MT  0.99967629   +0 48 47.6
 TD1310
 TD1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1310!SPC ND N     -   0.99995892  x   1.00006397  =   1.00002289
 TD1310!UTM  14      -   0.99995892  x   0.99967629  =   0.99963523
 TD1310
 TD1310                          SUPERSEDED SURVEY CONTROL
 TD1310
 TD1310  NAD 83(1986)-  49 00 01.69743(N)    097 55 21.12329(W) AD(       ) 3
 TD1310
 TD1310.Superseded values are not recommended for survey control.
 TD1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1310.See file dsdata.txt to determine how the superseded data were derived.
 TD1310
 TD1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7880728068(NAD 83)
 TD1310_MARKER: Z = SEE DESCRIPTION
 TD1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1310_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1310+STABILITY: SURFACE MOTION
 TD1310
 TD1310  HISTORY     - Date     Condition        Report By
 TD1310  HISTORY     - 1911     MONUMENTED       IBC
 TD1310  HISTORY     - 1966     GOOD             IBC
 TD1310
 TD1310                          STATION DESCRIPTION
 TD1310
 TD1310'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1310'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1310'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1310'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1310'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1310'
 TD1310'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1310'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1310'---OCTOBER 20, 1818---.
 TD1310'
 TD1310'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1310'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1310'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1310'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1310'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1310'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1310'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1310'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1310'
 TD1310'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1310'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1310'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1310'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1310'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1310'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1310'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1310'AND---CANADA---ON THE WEST SIDE.
 TD1310'
 TD1310'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1310'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1310'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1310'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1310'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1310
 TD1310                          STATION RECOVERY (1966)
 TD1310
 TD1310'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 TD1310'RECOVERED IN GOOD CONDITION IN 1938, 1945, 1946, 1956, 1963, 1965
 TD1310'AND 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1317 ***********************************************************************
 TD1317  DESIGNATION -  BOUNDARY MON 801 CD US
 TD1317  PID         -  TD1317
 TD1317  STATE/COUNTY-  ND/PEMBINA
 TD1317  USGS QUAD   -  
 TD1317
 TD1317                         *CURRENT SURVEY CONTROL
 TD1317  ___________________________________________________________________
 TD1317* NAD 83(1996)-  49 00 01.74508(N)    097 54 01.59370(W)     ADJUSTED  
 TD1317* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 TD1317  ___________________________________________________________________
 TD1317  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TD1317  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 TD1317
 TD1317  HORZ ORDER  -  THIRD
 TD1317
 TD1317.The horizontal coordinates were established by classical geodetic methods
 TD1317.and adjusted by the National Geodetic Survey in January 1998..
 TD1317
 TD1317.The orthometric height was scaled from a topographic map.
 TD1317
 TD1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1317
 TD1317.The geoid height was determined by GEOID03.
 TD1317
 TD1317;                    North         East     Units Scale Factor Converg.
 TD1317;SPC ND N     -   225,642.620   790,188.455   MT  1.00006397   +1 56 03.9
 TD1317;SPC ND N     -   740,297.31  2,592,481.81   iFT  1.00006397   +1 56 03.9
 TD1317;UTM  14      - 5,428,092.110   580,422.936   MT  0.99967945   +0 49 47.6
 TD1317
 TD1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1317!SPC ND N     -   0.99995924  x   1.00006397  =   1.00002321
 TD1317!UTM  14      -   0.99995924  x   0.99967945  =   0.99963871
 TD1317
 TD1317                          SUPERSEDED SURVEY CONTROL
 TD1317
 TD1317  NAD 83(1986)-  49 00 01.73749(N)    097 54 01.58148(W) AD(       ) 3
 TD1317
 TD1317.Superseded values are not recommended for survey control.
 TD1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1317.See file dsdata.txt to determine how the superseded data were derived.
 TD1317
 TD1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8042328092(NAD 83)
 TD1317_MARKER: Z = SEE DESCRIPTION
 TD1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1317+STABILITY: SURFACE MOTION
 TD1317
 TD1317  HISTORY     - Date     Condition        Report By
 TD1317  HISTORY     - 1911     MONUMENTED       IBC
 TD1317  HISTORY     - 1965     GOOD             IBC
 TD1317
 TD1317                          STATION DESCRIPTION
 TD1317
 TD1317'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1317'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1317'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1317'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1317'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1317'
 TD1317'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1317'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1317'---OCTOBER 20, 1818---.
 TD1317'
 TD1317'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1317'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1317'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1317'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1317'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1317'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1317'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1317'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1317'
 TD1317'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1317'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1317'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1317'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1317'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1317'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1317'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1317'AND---CANADA---ON THE WEST SIDE.
 TD1317'
 TD1317'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1317'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1317'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1317'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1317'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1317
 TD1317                          STATION RECOVERY (1965)
 TD1317
 TD1317'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1965 (NWS)
 TD1317'RECOVERED IN GOOD CONDITION IN 1938, 1945, 1946, 1956 AND 1965.  IN
 TD1317'1963 IT WAS FOUND BURIED AND WAS RESTORED TO ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1318 ***********************************************************************
 TD1318  DESIGNATION -  BOUNDARY MON 802 CD US
 TD1318  PID         -  TD1318
 TD1318  STATE/COUNTY-  ND/PEMBINA
 TD1318  USGS QUAD   -  
 TD1318
 TD1318                         *CURRENT SURVEY CONTROL
 TD1318  ___________________________________________________________________
 TD1318* NAD 83(1996)-  49 00 01.76865(N)    097 52 42.10814(W)     ADJUSTED  
 TD1318* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 TD1318  ___________________________________________________________________
 TD1318  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 TD1318  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD1318
 TD1318  HORZ ORDER  -  THIRD
 TD1318
 TD1318.The horizontal coordinates were established by classical geodetic methods
 TD1318.and adjusted by the National Geodetic Survey in January 1998..
 TD1318
 TD1318.The orthometric height was scaled from a topographic map.
 TD1318
 TD1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1318
 TD1318.The geoid height was determined by GEOID03.
 TD1318
 TD1318;                    North         East     Units Scale Factor Converg.
 TD1318;SPC ND N     -   225,698.117   791,803.173   MT  1.00006397   +1 57 03.1
 TD1318;SPC ND N     -   740,479.39  2,597,779.44   iFT  1.00006397   +1 57 03.1
 TD1318;UTM  14      - 5,428,116.465   582,037.805   MT  0.99968268   +0 50 47.6
 TD1318
 TD1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1318!SPC ND N     -   0.99995988  x   1.00006397  =   1.00002384
 TD1318!UTM  14      -   0.99995988  x   0.99968268  =   0.99964257
 TD1318
 TD1318                          SUPERSEDED SURVEY CONTROL
 TD1318
 TD1318  NAD 83(1986)-  49 00 01.76105(N)    097 52 42.09584(W) AD(       ) 3
 TD1318
 TD1318.Superseded values are not recommended for survey control.
 TD1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1318.See file dsdata.txt to determine how the superseded data were derived.
 TD1318
 TD1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8203828116(NAD 83)
 TD1318_MARKER: Z = SEE DESCRIPTION
 TD1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1318+STABILITY: SURFACE MOTION
 TD1318
 TD1318  HISTORY     - Date     Condition        Report By
 TD1318  HISTORY     - 1911     MONUMENTED       IBC
 TD1318  HISTORY     - 1963     GOOD             IBC
 TD1318
 TD1318                          STATION DESCRIPTION
 TD1318
 TD1318'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1318'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1318'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1318'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1318'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1318'
 TD1318'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1318'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1318'---OCTOBER 20, 1818---.
 TD1318'
 TD1318'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1318'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1318'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1318'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1318'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1318'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1318'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1318'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1318'
 TD1318'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1318'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1318'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1318'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1318'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1318'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1318'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1318'AND---CANADA---ON THE WEST SIDE.
 TD1318'
 TD1318'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1318'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1318'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1318'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1318'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1318
 TD1318                          STATION RECOVERY (1963)
 TD1318
 TD1318'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1318'RECOVERED IN GOOD CONDITION IN 1946, 1956 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1319 ***********************************************************************
 TD1319  DESIGNATION -  BOUNDARY MON 803 CD US
 TD1319  PID         -  TD1319
 TD1319  STATE/COUNTY-  ND/PEMBINA
 TD1319  USGS QUAD   -  
 TD1319
 TD1319                         *CURRENT SURVEY CONTROL
 TD1319  ___________________________________________________________________
 TD1319* NAD 83(1996)-  49 00 01.79930(N)    097 51 23.26667(W)     ADJUSTED  
 TD1319* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 TD1319  ___________________________________________________________________
 TD1319  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 TD1319  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 TD1319
 TD1319  HORZ ORDER  -  THIRD
 TD1319
 TD1319.The horizontal coordinates were established by classical geodetic methods
 TD1319.and adjusted by the National Geodetic Survey in January 1998..
 TD1319
 TD1319.The orthometric height was scaled from a topographic map.
 TD1319
 TD1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1319
 TD1319.The geoid height was determined by GEOID03.
 TD1319
 TD1319;                    North         East     Units Scale Factor Converg.
 TD1319;SPC ND N     -   225,753.846   793,404.783   MT  1.00006397   +1 58 01.7
 TD1319;SPC ND N     -   740,662.22  2,603,034.06   iFT  1.00006397   +1 58 01.7
 TD1319;UTM  14      - 5,428,141.312   583,639.583   MT  0.99968594   +0 51 47.1
 TD1319
 TD1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1319!SPC ND N     -   0.99996051  x   1.00006397  =   1.00002448
 TD1319!UTM  14      -   0.99996051  x   0.99968594  =   0.99964646
 TD1319
 TD1319:                Primary Azimuth Mark                     Grid Az
 TD1319:SPC ND N     -  BOUNDARY MON 802 CD US                   268 00 26.2
 TD1319:UTM  14      -  BOUNDARY MON 802 CD US                   269 06 40.8
 TD1319
 TD1319|---------------------------------------------------------------------|
 TD1319| PID    Reference Object                     Distance      Geod. Az  |
 TD1319|                                                           dddmmss.s |
 TD1319| TD1318 BOUNDARY MON 802 CD US              APPROX. 1.6 KM 2695827.9 |
 TD1319|---------------------------------------------------------------------|
 TD1319
 TD1319                          SUPERSEDED SURVEY CONTROL
 TD1319
 TD1319  NAD 83(1986)-  49 00 01.79163(N)    097 51 23.25432(W) AD(       ) 3
 TD1319
 TD1319.Superseded values are not recommended for survey control.
 TD1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1319.See file dsdata.txt to determine how the superseded data were derived.
 TD1319
 TD1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8364028141(NAD 83)
 TD1319_MARKER: Z = SEE DESCRIPTION
 TD1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1319+STABILITY: SURFACE MOTION
 TD1319
 TD1319  HISTORY     - Date     Condition        Report By
 TD1319  HISTORY     - 1911     MONUMENTED       IBC
 TD1319  HISTORY     - 1963     GOOD             IBC
 TD1319
 TD1319                          STATION DESCRIPTION
 TD1319
 TD1319'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1319'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1319'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1319'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1319'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1319'
 TD1319'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1319'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1319'---OCTOBER 20, 1818---.
 TD1319'
 TD1319'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1319'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1319'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1319'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1319'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1319'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1319'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1319'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1319'
 TD1319'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1319'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1319'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1319'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1319'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1319'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1319'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1319'AND---CANADA---ON THE WEST SIDE.
 TD1319'
 TD1319'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1319'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1319'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1319'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1319'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1319
 TD1319                          STATION RECOVERY (1963)
 TD1319
 TD1319'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1319'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1320 ***********************************************************************
 TD1320  DESIGNATION -  BOUNDARY MON 804 CD US
 TD1320  PID         -  TD1320
 TD1320  STATE/COUNTY-  ND/PEMBINA
 TD1320  USGS QUAD   -  
 TD1320
 TD1320                         *CURRENT SURVEY CONTROL
 TD1320  ___________________________________________________________________
 TD1320* NAD 83(1996)-  49 00 01.83195(N)    097 50 03.36762(W)     ADJUSTED  
 TD1320* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 TD1320  ___________________________________________________________________
 TD1320  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 TD1320  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 TD1320
 TD1320  HORZ ORDER  -  THIRD
 TD1320
 TD1320.The horizontal coordinates were established by classical geodetic methods
 TD1320.and adjusted by the National Geodetic Survey in January 1998..
 TD1320
 TD1320.The orthometric height was scaled from a topographic map.
 TD1320
 TD1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1320
 TD1320.The geoid height was determined by GEOID03.
 TD1320
 TD1320;                    North         East     Units Scale Factor Converg.
 TD1320;SPC ND N     -   225,810.837   795,027.859   MT  1.00006398   +1 59 01.2
 TD1320;SPC ND N     -   740,849.20  2,608,359.12   iFT  1.00006398   +1 59 01.2
 TD1320;UTM  14      - 5,428,167.012   585,262.844   MT  0.99968931   +0 52 47.5
 TD1320
 TD1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1320!SPC ND N     -   0.99996083  x   1.00006398  =   1.00002481
 TD1320!UTM  14      -   0.99996083  x   0.99968931  =   0.99965015
 TD1320
 TD1320:                Primary Azimuth Mark                     Grid Az
 TD1320:SPC ND N     -  BOUNDARY MON 803 CD US                   267 59 20.8
 TD1320:UTM  14      -  BOUNDARY MON 803 CD US                   269 05 34.5
 TD1320
 TD1320|---------------------------------------------------------------------|
 TD1320| PID    Reference Object                     Distance      Geod. Az  |
 TD1320|                                                           dddmmss.s |
 TD1320| TD1319 BOUNDARY MON 803 CD US              APPROX. 1.6 KM 2695822.0 |
 TD1320|---------------------------------------------------------------------|
 TD1320
 TD1320                          SUPERSEDED SURVEY CONTROL
 TD1320
 TD1320  NAD 83(1986)-  49 00 01.82424(N)    097 50 03.35520(W) AD(       ) 3
 TD1320
 TD1320.Superseded values are not recommended for survey control.
 TD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1320.See file dsdata.txt to determine how the superseded data were derived.
 TD1320
 TD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8526328167(NAD 83)
 TD1320_MARKER: Z = SEE DESCRIPTION
 TD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1320+STABILITY: SURFACE MOTION
 TD1320
 TD1320  HISTORY     - Date     Condition        Report By
 TD1320  HISTORY     - 1911     MONUMENTED       IBC
 TD1320  HISTORY     - 1963     GOOD             IBC
 TD1320
 TD1320                          STATION DESCRIPTION
 TD1320
 TD1320'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1320'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1320'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1320'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1320'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1320'
 TD1320'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1320'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1320'---OCTOBER 20, 1818---.
 TD1320'
 TD1320'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1320'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1320'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1320'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1320'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1320'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1320'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1320'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1320'
 TD1320'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1320'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1320'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1320'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1320'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1320'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1320'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1320'AND---CANADA---ON THE WEST SIDE.
 TD1320'
 TD1320'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1320'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1320'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1320'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1320'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1320
 TD1320                          STATION RECOVERY (1963)
 TD1320
 TD1320'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1320'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1321 ***********************************************************************
 TD1321  DESIGNATION -  BOUNDARY MON 805 CD US
 TD1321  PID         -  TD1321
 TD1321  STATE/COUNTY-  ND/PEMBINA
 TD1321  USGS QUAD   -  
 TD1321
 TD1321                         *CURRENT SURVEY CONTROL
 TD1321  ___________________________________________________________________
 TD1321* NAD 83(1996)-  49 00 01.87130(N)    097 48 51.63362(W)     ADJUSTED  
 TD1321* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 TD1321  ___________________________________________________________________
 TD1321  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 TD1321  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 TD1321
 TD1321  HORZ ORDER  -  THIRD
 TD1321
 TD1321.The horizontal coordinates were established by classical geodetic methods
 TD1321.and adjusted by the National Geodetic Survey in January 1998..
 TD1321
 TD1321.The orthometric height was scaled from a topographic map.
 TD1321
 TD1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1321
 TD1321.The geoid height was determined by GEOID03.
 TD1321
 TD1321;                    North         East     Units Scale Factor Converg.
 TD1321;SPC ND N     -   225,862.712   796,485.044   MT  1.00006398   +1 59 54.6
 TD1321;SPC ND N     -   741,019.40  2,613,139.91   iFT  1.00006398   +1 59 54.6
 TD1321;UTM  14      - 5,428,190.800   586,720.214   MT  0.99969239   +0 53 41.6
 TD1321
 TD1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1321!SPC ND N     -   0.99996115  x   1.00006398  =   1.00002513
 TD1321!UTM  14      -   0.99996115  x   0.99969239  =   0.99965355
 TD1321
 TD1321:                Primary Azimuth Mark                     Grid Az
 TD1321:SPC ND N     -  BOUNDARY MON 804 CD US                   267 57 40.5
 TD1321:UTM  14      -  BOUNDARY MON 804 CD US                   269 03 53.5
 TD1321
 TD1321|---------------------------------------------------------------------|
 TD1321| PID    Reference Object                     Distance      Geod. Az  |
 TD1321|                                                           dddmmss.s |
 TD1321| TD1320 BOUNDARY MON 804 CD US              APPROX. 1.5 KM 2695735.1 |
 TD1321|---------------------------------------------------------------------|
 TD1321
 TD1321                          SUPERSEDED SURVEY CONTROL
 TD1321
 TD1321  NAD 83(1986)-  49 00 01.86354(N)    097 48 51.62123(W) AD(       ) 3
 TD1321
 TD1321.Superseded values are not recommended for survey control.
 TD1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1321.See file dsdata.txt to determine how the superseded data were derived.
 TD1321
 TD1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8672028191(NAD 83)
 TD1321_MARKER: Z = SEE DESCRIPTION
 TD1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1321+STABILITY: SURFACE MOTION
 TD1321
 TD1321  HISTORY     - Date     Condition        Report By
 TD1321  HISTORY     - 1911     MONUMENTED       IBC
 TD1321  HISTORY     - 1963     GOOD             IBC
 TD1321
 TD1321                          STATION DESCRIPTION
 TD1321
 TD1321'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1321'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1321'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1321'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1321'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1321'
 TD1321'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1321'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1321'---OCTOBER 20, 1818---.
 TD1321'
 TD1321'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1321'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1321'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1321'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1321'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1321'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1321'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1321'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1321'
 TD1321'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1321'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1321'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1321'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1321'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1321'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1321'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1321'AND---CANADA---ON THE WEST SIDE.
 TD1321'
 TD1321'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1321'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1321'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1321'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1321'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1321
 TD1321                          STATION RECOVERY (1963)
 TD1321
 TD1321'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1321'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1322 ***********************************************************************
 TD1322  DESIGNATION -  BOUNDARY MON 806 CD US
 TD1322  PID         -  TD1322
 TD1322  STATE/COUNTY-  ND/PEMBINA
 TD1322  USGS QUAD   -  
 TD1322
 TD1322                         *CURRENT SURVEY CONTROL
 TD1322  ___________________________________________________________________
 TD1322* NAD 83(1996)-  49 00 01.88857(N)    097 47 24.68008(W)     ADJUSTED  
 TD1322* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 TD1322  ___________________________________________________________________
 TD1322  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 TD1322  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 TD1322
 TD1322  HORZ ORDER  -  THIRD
 TD1322
 TD1322.The horizontal coordinates were established by classical geodetic methods
 TD1322.and adjusted by the National Geodetic Survey in January 1998..
 TD1322
 TD1322.The orthometric height was scaled from a topographic map.
 TD1322
 TD1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1322
 TD1322.The geoid height was determined by GEOID03.
 TD1322
 TD1322;                    North         East     Units Scale Factor Converg.
 TD1322;SPC ND N     -   225,925.159   798,251.409   MT  1.00006398   +2 00 59.3
 TD1322;SPC ND N     -   741,224.27  2,618,935.07   iFT  1.00006398   +2 00 59.3
 TD1322;UTM  14      - 5,428,219.209   588,486.801   MT  0.99969619   +0 54 47.2
 TD1322
 TD1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1322!SPC ND N     -   0.99996194  x   1.00006398  =   1.00002592
 TD1322!UTM  14      -   0.99996194  x   0.99969619  =   0.99965814
 TD1322
 TD1322:                Primary Azimuth Mark                     Grid Az
 TD1322:SPC ND N     -  BOUNDARY MON 805 CD US                   267 58 31.2
 TD1322:UTM  14      -  BOUNDARY MON 805 CD US                   269 04 43.3
 TD1322
 TD1322|---------------------------------------------------------------------|
 TD1322| PID    Reference Object                     Distance      Geod. Az  |
 TD1322|                                                           dddmmss.s |
 TD1322| TD1321 BOUNDARY MON 805 CD US              APPROX. 1.8 KM 2695930.5 |
 TD1322|---------------------------------------------------------------------|
 TD1322
 TD1322                          SUPERSEDED SURVEY CONTROL
 TD1322
 TD1322  NAD 83(1986)-  49 00 01.88093(N)    097 47 24.66742(W) AD(       ) 3
 TD1322
 TD1322.Superseded values are not recommended for survey control.
 TD1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1322.See file dsdata.txt to determine how the superseded data were derived.
 TD1322
 TD1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8848728219(NAD 83)
 TD1322_MARKER: Z = SEE DESCRIPTION
 TD1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1322_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1322+STABILITY: SURFACE MOTION
 TD1322
 TD1322  HISTORY     - Date     Condition        Report By
 TD1322  HISTORY     - 1911     MONUMENTED       IBC
 TD1322  HISTORY     - 1963     GOOD             IBC
 TD1322
 TD1322                          STATION DESCRIPTION
 TD1322
 TD1322'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1322'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1322'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1322'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1322'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1322'
 TD1322'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1322'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1322'---OCTOBER 20, 1818---.
 TD1322'
 TD1322'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1322'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1322'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1322'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1322'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1322'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1322'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1322'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1322'
 TD1322'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1322'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1322'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1322'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1322'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1322'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1322'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1322'AND---CANADA---ON THE WEST SIDE.
 TD1322'
 TD1322'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1322'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1322'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1322'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1322'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1322
 TD1322                          STATION RECOVERY (1963)
 TD1322
 TD1322'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1322'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1323 ***********************************************************************
 TD1323  DESIGNATION -  BOUNDARY MON 807 CD US
 TD1323  PID         -  TD1323
 TD1323  STATE/COUNTY-  ND/PEMBINA
 TD1323  USGS QUAD   -  
 TD1323
 TD1323                         *CURRENT SURVEY CONTROL
 TD1323  ___________________________________________________________________
 TD1323* NAD 83(1996)-  49 00 01.92468(N)    097 46 05.41953(W)     ADJUSTED  
 TD1323* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 TD1323  ___________________________________________________________________
 TD1323  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 TD1323  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 TD1323
 TD1323  HORZ ORDER  -  THIRD
 TD1323
 TD1323.The horizontal coordinates were established by classical geodetic methods
 TD1323.and adjusted by the National Geodetic Survey in January 1998..
 TD1323
 TD1323.The orthometric height was scaled from a topographic map.
 TD1323
 TD1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1323
 TD1323.The geoid height was determined by GEOID03.
 TD1323
 TD1323;                    North         East     Units Scale Factor Converg.
 TD1323;SPC ND N     -   225,983.193   799,861.460   MT  1.00006398   +2 01 58.2
 TD1323;SPC ND N     -   741,414.68  2,624,217.39   iFT  1.00006398   +2 01 58.2
 TD1323;UTM  14      - 5,428,246.223   590,097.081   MT  0.99969972   +0 55 47.1
 TD1323
 TD1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1323!SPC ND N     -   0.99996211  x   1.00006398  =   1.00002608
 TD1323!UTM  14      -   0.99996211  x   0.99969972  =   0.99966184
 TD1323
 TD1323:                Primary Azimuth Mark                     Grid Az
 TD1323:SPC ND N     -  BOUNDARY MON 806 CD US                   267 56 08.9
 TD1323:UTM  14      -  BOUNDARY MON 806 CD US                   269 02 20.0
 TD1323
 TD1323|---------------------------------------------------------------------|
 TD1323| PID    Reference Object                     Distance      Geod. Az  |
 TD1323|                                                           dddmmss.s |
 TD1323| TD1322 BOUNDARY MON 806 CD US              APPROX. 1.6 KM 2695807.1 |
 TD1323|---------------------------------------------------------------------|
 TD1323
 TD1323                          SUPERSEDED SURVEY CONTROL
 TD1323
 TD1323  NAD 83(1986)-  49 00 01.91714(N)    097 46 05.40682(W) AD(       ) 3
 TD1323
 TD1323.Superseded values are not recommended for survey control.
 TD1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1323.See file dsdata.txt to determine how the superseded data were derived.
 TD1323
 TD1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9009728246(NAD 83)
 TD1323_MARKER: Z = SEE DESCRIPTION
 TD1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1323_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1323+STABILITY: SURFACE MOTION
 TD1323
 TD1323  HISTORY     - Date     Condition        Report By
 TD1323  HISTORY     - 1911     MONUMENTED       IBC
 TD1323  HISTORY     - 1963     GOOD             IBC
 TD1323
 TD1323                          STATION DESCRIPTION
 TD1323
 TD1323'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1323'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1323'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1323'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1323'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1323'
 TD1323'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1323'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1323'---OCTOBER 20, 1818---.
 TD1323'
 TD1323'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1323'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1323'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1323'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1323'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1323'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1323'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1323'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1323'
 TD1323'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1323'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1323'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1323'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1323'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1323'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1323'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1323'AND---CANADA---ON THE WEST SIDE.
 TD1323'
 TD1323'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1323'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1323'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1323'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1323'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1323
 TD1323                          STATION RECOVERY (1963)
 TD1323
 TD1323'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1323'RECOVERED IN GOOD CONDITION IN 1946.  IN 1963 IT WAS RECOVERED
 TD1323'BULLDOZED OUT.  IT WAS REBUILT IN ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1324 ***********************************************************************
 TD1324  DESIGNATION -  BOUNDARY MON 808 CD US
 TD1324  PID         -  TD1324
 TD1324  STATE/COUNTY-  ND/PEMBINA
 TD1324  USGS QUAD   -  
 TD1324
 TD1324                         *CURRENT SURVEY CONTROL
 TD1324  ___________________________________________________________________
 TD1324* NAD 83(1996)-  49 00 01.95414(N)    097 44 41.59889(W)     ADJUSTED  
 TD1324* NAVD 88     -       266.     (meters)     873.     (feet)  SCALED    
 TD1324  ___________________________________________________________________
 TD1324  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 TD1324  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 TD1324
 TD1324  HORZ ORDER  -  THIRD
 TD1324
 TD1324.The horizontal coordinates were established by classical geodetic methods
 TD1324.and adjusted by the National Geodetic Survey in January 1998..
 TD1324
 TD1324.The orthometric height was scaled from a topographic map.
 TD1324
 TD1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1324
 TD1324.The geoid height was determined by GEOID03.
 TD1324
 TD1324;                    North         East     Units Scale Factor Converg.
 TD1324;SPC ND N     -   226,044.798   801,564.133   MT  1.00006399   +2 03 00.6
 TD1324;SPC ND N     -   741,616.79  2,629,803.59   iFT  1.00006399   +2 03 00.6
 TD1324;UTM  14      - 5,428,275.030   591,800.007   MT  0.99970353   +0 56 50.3
 TD1324
 TD1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1324!SPC ND N     -   0.99996227  x   1.00006399  =   1.00002626
 TD1324!UTM  14      -   0.99996227  x   0.99970353  =   0.99966581
 TD1324
 TD1324:                Primary Azimuth Mark                     Grid Az
 TD1324:SPC ND N     -  BOUNDARY MON 807 CD US                   267 55 40.9
 TD1324:UTM  14      -  BOUNDARY MON 807 CD US                   269 01 51.2
 TD1324
 TD1324|---------------------------------------------------------------------|
 TD1324| PID    Reference Object                     Distance      Geod. Az  |
 TD1324|                                                           dddmmss.s |
 TD1324| TD1323 BOUNDARY MON 807 CD US              APPROX. 1.7 KM 2695841.5 |
 TD1324|---------------------------------------------------------------------|
 TD1324
 TD1324                          SUPERSEDED SURVEY CONTROL
 TD1324
 TD1324  NAD 83(1986)-  49 00 01.94672(N)    097 44 41.58639(W) AD(       ) 3
 TD1324
 TD1324.Superseded values are not recommended for survey control.
 TD1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1324.See file dsdata.txt to determine how the superseded data were derived.
 TD1324
 TD1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9180028275(NAD 83)
 TD1324_MARKER: Z = SEE DESCRIPTION
 TD1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1324+STABILITY: SURFACE MOTION
 TD1324
 TD1324  HISTORY     - Date     Condition        Report By
 TD1324  HISTORY     - 1911     MONUMENTED       IBC
 TD1324  HISTORY     - 1963     GOOD             IBC
 TD1324
 TD1324                          STATION DESCRIPTION
 TD1324
 TD1324'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1324'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1324'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1324'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1324'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1324'
 TD1324'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1324'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1324'---OCTOBER 20, 1818---.
 TD1324'
 TD1324'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1324'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1324'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1324'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1324'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1324'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1324'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1324'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1324'
 TD1324'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1324'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1324'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1324'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1324'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1324'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1324'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1324'AND---CANADA---ON THE WEST SIDE.
 TD1324'
 TD1324'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1324'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1324'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1324'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1324'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1324
 TD1324                          STATION RECOVERY (1963)
 TD1324
 TD1324'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1324'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1325 ***********************************************************************
 TD1325  DESIGNATION -  BOUNDARY MON 809 CD US
 TD1325  PID         -  TD1325
 TD1325  STATE/COUNTY-  ND/PEMBINA
 TD1325  USGS QUAD   -  
 TD1325
 TD1325                         *CURRENT SURVEY CONTROL
 TD1325  ___________________________________________________________________
 TD1325* NAD 83(1996)-  49 00 01.97940(N)    097 43 26.71945(W)     ADJUSTED  
 TD1325* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 TD1325  ___________________________________________________________________
 TD1325  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 TD1325  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 TD1325
 TD1325  HORZ ORDER  -  THIRD
 TD1325
 TD1325.The horizontal coordinates were established by classical geodetic methods
 TD1325.and adjusted by the National Geodetic Survey in January 1998..
 TD1325
 TD1325.The orthometric height was scaled from a topographic map.
 TD1325
 TD1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1325
 TD1325.The geoid height was determined by GEOID03.
 TD1325
 TD1325;                    North         East     Units Scale Factor Converg.
 TD1325;SPC ND N     -   226,100.234   803,085.166   MT  1.00006399   +2 03 56.3
 TD1325;SPC ND N     -   741,798.67  2,634,793.85   iFT  1.00006399   +2 03 56.3
 TD1325;UTM  14      - 5,428,301.173   593,321.279   MT  0.99970699   +0 57 46.9
 TD1325
 TD1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1325!SPC ND N     -   0.99996243  x   1.00006399  =   1.00002642
 TD1325!UTM  14      -   0.99996243  x   0.99970699  =   0.99966943
 TD1325
 TD1325:                Primary Azimuth Mark                     Grid Az
 TD1325:SPC ND N     -  WALL                                     271 02 33.8
 TD1325:UTM  14      -  WALL                                     272 08 43.2
 TD1325
 TD1325|---------------------------------------------------------------------|
 TD1325| PID    Reference Object                     Distance      Geod. Az  |
 TD1325|                                                           dddmmss.s |
 TD1325| TD1431 WALL                                APPROX. 3.8 KM 2730630.1 |
 TD1325|---------------------------------------------------------------------|
 TD1325
 TD1325                          SUPERSEDED SURVEY CONTROL
 TD1325
 TD1325  NAD 83(1986)-  49 00 01.97210(N)    097 43 26.70708(W) AD(       ) 3
 TD1325
 TD1325.Superseded values are not recommended for survey control.
 TD1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1325.See file dsdata.txt to determine how the superseded data were derived.
 TD1325
 TD1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9332128301(NAD 83)
 TD1325_MARKER: Z = SEE DESCRIPTION
 TD1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1325+STABILITY: SURFACE MOTION
 TD1325
 TD1325  HISTORY     - Date     Condition        Report By
 TD1325  HISTORY     - 1911     MONUMENTED       IBC
 TD1325  HISTORY     - 1963     GOOD             IBC
 TD1325
 TD1325                          STATION DESCRIPTION
 TD1325
 TD1325'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1325'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1325'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1325'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1325'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1325'
 TD1325'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1325'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1325'---OCTOBER 20, 1818---.
 TD1325'
 TD1325'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1325'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1325'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1325'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1325'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1325'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1325'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1325'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1325'
 TD1325'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1325'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1325'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1325'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1325'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1325'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1325'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1325'AND---CANADA---ON THE WEST SIDE.
 TD1325'
 TD1325'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1325'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1325'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1325'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1325'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1325
 TD1325                          STATION RECOVERY (1963)
 TD1325
 TD1325'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1325'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1326 ***********************************************************************
 TD1326  DESIGNATION -  BOUNDARY MON 810 CD US
 TD1326  PID         -  TD1326
 TD1326  STATE/COUNTY-  ND/PEMBINA
 TD1326  USGS QUAD   -  
 TD1326
 TD1326                         *CURRENT SURVEY CONTROL
 TD1326  ___________________________________________________________________
 TD1326* NAD 83(1996)-  49 00 02.02467(N)    097 42 07.44008(W)     ADJUSTED  
 TD1326* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 TD1326  ___________________________________________________________________
 TD1326  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 TD1326  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 TD1326
 TD1326  HORZ ORDER  -  THIRD
 TD1326
 TD1326.The horizontal coordinates were established by classical geodetic methods
 TD1326.and adjusted by the National Geodetic Survey in January 1998..
 TD1326
 TD1326.The orthometric height was scaled from a topographic map.
 TD1326
 TD1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1326
 TD1326.The geoid height was determined by GEOID03.
 TD1326
 TD1326;                    North         East     Units Scale Factor Converg.
 TD1326;SPC ND N     -   226,159.947   804,695.538   MT  1.00006399   +2 04 55.3
 TD1326;SPC ND N     -   741,994.58  2,640,077.22   iFT  1.00006399   +2 04 55.3
 TD1326;UTM  14      - 5,428,329.879   594,931.930   MT  0.99971071   +0 58 46.7
 TD1326
 TD1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1326!SPC ND N     -   0.99996307  x   1.00006399  =   1.00002705
 TD1326!UTM  14      -   0.99996307  x   0.99971071  =   0.99967379
 TD1326
 TD1326:                Primary Azimuth Mark                     Grid Az
 TD1326:SPC ND N     -  BOUNDARY MON 809 CD US                   267 52 35.6
 TD1326:UTM  14      -  BOUNDARY MON 809 CD US                   268 58 44.2
 TD1326
 TD1326|---------------------------------------------------------------------|
 TD1326| PID    Reference Object                     Distance      Geod. Az  |
 TD1326|                                                           dddmmss.s |
 TD1326| TD1325 BOUNDARY MON 809 CD US              APPROX. 1.6 KM 2695730.9 |
 TD1326|---------------------------------------------------------------------|
 TD1326
 TD1326                          SUPERSEDED SURVEY CONTROL
 TD1326
 TD1326  NAD 83(1986)-  49 00 02.01748(N)    097 42 07.42798(W) AD(       ) 3
 TD1326
 TD1326.Superseded values are not recommended for survey control.
 TD1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1326.See file dsdata.txt to determine how the superseded data were derived.
 TD1326
 TD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9493228330(NAD 83)
 TD1326_MARKER: Z = SEE DESCRIPTION
 TD1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1326+STABILITY: SURFACE MOTION
 TD1326
 TD1326  HISTORY     - Date     Condition        Report By
 TD1326  HISTORY     - 1911     MONUMENTED       IBC
 TD1326  HISTORY     - 1976     GOOD             IBC
 TD1326
 TD1326                          STATION DESCRIPTION
 TD1326
 TD1326'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1326'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1326'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1326'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1326'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1326'
 TD1326'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1326'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1326'---OCTOBER 20, 1818---.
 TD1326'
 TD1326'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1326'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1326'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1326'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1326'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1326'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1326'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1326'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1326'
 TD1326'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1326'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1326'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1326'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1326'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1326'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1326'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1326'AND---CANADA---ON THE WEST SIDE.
 TD1326'
 TD1326'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1326'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1326'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1326'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1326'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1326
 TD1326                          STATION RECOVERY (1976)
 TD1326
 TD1326'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1326'RECOVERED IN GOOD CONDITION IN 1946, 1963 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1327 ***********************************************************************
 TD1327  DESIGNATION -  BOUNDARY MON 811 CD US
 TD1327  PID         -  TD1327
 TD1327  STATE/COUNTY-  ND/PEMBINA
 TD1327  USGS QUAD   -  
 TD1327
 TD1327                         *CURRENT SURVEY CONTROL
 TD1327  ___________________________________________________________________
 TD1327* NAD 83(1996)-  49 00 02.02322(N)    097 40 48.76810(W)     ADJUSTED  
 TD1327* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 TD1327  ___________________________________________________________________
 TD1327  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TD1327  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD1327
 TD1327  HORZ ORDER  -  THIRD
 TD1327
 TD1327.The horizontal coordinates were established by classical geodetic methods
 TD1327.and adjusted by the National Geodetic Survey in January 1998..
 TD1327
 TD1327.The orthometric height was scaled from a topographic map.
 TD1327
 TD1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1327
 TD1327.The geoid height was determined by GEOID03.
 TD1327
 TD1327;                    North         East     Units Scale Factor Converg.
 TD1327;SPC ND N     -   226,218.226   806,293.607   MT  1.00006399   +2 05 53.9
 TD1327;SPC ND N     -   742,185.78  2,645,320.23   iFT  1.00006399   +2 05 53.9
 TD1327;UTM  14      - 5,428,357.396   596,530.262   MT  0.99971447   +0 59 46.1
 TD1327
 TD1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1327!SPC ND N     -   0.99996354  x   1.00006399  =   1.00002753
 TD1327!UTM  14      -   0.99996354  x   0.99971447  =   0.99967802
 TD1327
 TD1327:                Primary Azimuth Mark                     Grid Az
 TD1327:SPC ND N     -  BOUNDARY MON 810 CD US                   267 54 41.6
 TD1327:UTM  14      -  BOUNDARY MON 810 CD US                   269 00 49.4
 TD1327
 TD1327|---------------------------------------------------------------------|
 TD1327| PID    Reference Object                     Distance      Geod. Az  |
 TD1327|                                                           dddmmss.s |
 TD1327| TD1326 BOUNDARY MON 810 CD US              APPROX. 1.6 KM 2700035.5 |
 TD1327|---------------------------------------------------------------------|
 TD1327
 TD1327                          SUPERSEDED SURVEY CONTROL
 TD1327
 TD1327  NAD 83(1986)-  49 00 02.01616(N)    097 40 48.75624(W) AD(       ) 3
 TD1327
 TD1327.Superseded values are not recommended for survey control.
 TD1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1327.See file dsdata.txt to determine how the superseded data were derived.
 TD1327
 TD1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9653028357(NAD 83)
 TD1327_MARKER: Z = SEE DESCRIPTION
 TD1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1327+STABILITY: SURFACE MOTION
 TD1327
 TD1327  HISTORY     - Date     Condition        Report By
 TD1327  HISTORY     - 1911     MONUMENTED       IBC
 TD1327  HISTORY     - 1976     GOOD             IBC
 TD1327
 TD1327                          STATION DESCRIPTION
 TD1327
 TD1327'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1327'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1327'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1327'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1327'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1327'
 TD1327'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1327'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1327'---OCTOBER 20, 1818---.
 TD1327'
 TD1327'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1327'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1327'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1327'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1327'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1327'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1327'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1327'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1327'
 TD1327'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1327'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1327'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1327'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1327'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1327'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1327'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1327'AND---CANADA---ON THE WEST SIDE.
 TD1327'
 TD1327'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1327'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1327'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1327'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1327'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1327
 TD1327                          STATION RECOVERY (1976)
 TD1327
 TD1327'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1327'RECOVERED IN GOOD CONDITION IN 1946, 1963 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1328 ***********************************************************************
 TD1328  DESIGNATION -  BOUNDARY MON 812 CD US
 TD1328  PID         -  TD1328
 TD1328  STATE/COUNTY-  ND/PEMBINA
 TD1328  USGS QUAD   -  
 TD1328
 TD1328                         *CURRENT SURVEY CONTROL
 TD1328  ___________________________________________________________________
 TD1328* NAD 83(1996)-  49 00 01.99337(N)    097 39 29.29612(W)     ADJUSTED  
 TD1328* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 TD1328  ___________________________________________________________________
 TD1328  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 TD1328  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD1328
 TD1328  HORZ ORDER  -  THIRD
 TD1328
 TD1328.The horizontal coordinates were established by classical geodetic methods
 TD1328.and adjusted by the National Geodetic Survey in January 1998..
 TD1328
 TD1328.The orthometric height was scaled from a topographic map.
 TD1328
 TD1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1328
 TD1328.The geoid height was determined by GEOID03.
 TD1328
 TD1328;                    North         East     Units Scale Factor Converg.
 TD1328;SPC ND N     -   226,276.682   807,907.942   MT  1.00006399   +2 06 53.0
 TD1328;SPC ND N     -   742,377.57  2,650,616.61   iFT  1.00006399   +2 06 53.0
 TD1328;UTM  14      - 5,428,384.783   598,144.862   MT  0.99971833   +1 00 46.1
 TD1328
 TD1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1328!SPC ND N     -   0.99996355  x   1.00006399  =   1.00002754
 TD1328!UTM  14      -   0.99996355  x   0.99971833  =   0.99968189
 TD1328
 TD1328:                Primary Azimuth Mark                     Grid Az
 TD1328:SPC ND N     -  CROSS                                    258 07 36.1
 TD1328:UTM  14      -  CROSS                                    259 13 43.0
 TD1328
 TD1328|---------------------------------------------------------------------|
 TD1328| PID    Reference Object                     Distance      Geod. Az  |
 TD1328|                                                           dddmmss.s |
 TD1328| TD1281 CROSS                               APPROX. 3.7 KM 2601429.1 |
 TD1328|---------------------------------------------------------------------|
 TD1328
 TD1328                          SUPERSEDED SURVEY CONTROL
 TD1328
 TD1328  NAD 83(1986)-  49 00 01.98643(N)    097 39 29.28444(W) AD(       ) 3
 TD1328
 TD1328.Superseded values are not recommended for survey control.
 TD1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1328.See file dsdata.txt to determine how the superseded data were derived.
 TD1328
 TD1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9814528385(NAD 83)
 TD1328_MARKER: Z = SEE DESCRIPTION
 TD1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1328_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1328+STABILITY: SURFACE MOTION
 TD1328
 TD1328  HISTORY     - Date     Condition        Report By
 TD1328  HISTORY     - 1911     MONUMENTED       IBC
 TD1328  HISTORY     - 1976     GOOD             IBC
 TD1328
 TD1328                          STATION DESCRIPTION
 TD1328
 TD1328'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1328'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1328'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1328'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1328'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1328'
 TD1328'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1328'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1328'---OCTOBER 20, 1818---.
 TD1328'
 TD1328'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1328'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1328'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1328'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1328'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1328'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1328'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1328'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1328'
 TD1328'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1328'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1328'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1328'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1328'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1328'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1328'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1328'AND---CANADA---ON THE WEST SIDE.
 TD1328'
 TD1328'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1328'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1328'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1328'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1328'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1328
 TD1328                          STATION RECOVERY (1976)
 TD1328
 TD1328'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1328'RECOVERED IN GOOD CONDITION IN 1946, 1963 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1256 ***********************************************************************
 TD1256  DESIGNATION -  BOUNDARY MON 813 CD US
 TD1256  PID         -  TD1256
 TD1256  STATE/COUNTY-  ND/PEMBINA
 TD1256  USGS QUAD   -  
 TD1256
 TD1256                         *CURRENT SURVEY CONTROL
 TD1256  ___________________________________________________________________
 TD1256* NAD 83(1996)-  49 00 01.99122(N)    097 38 09.83483(W)     ADJUSTED  
 TD1256* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 TD1256  ___________________________________________________________________
 TD1256  X           -    -557,106.038 (meters)                     COMP
 TD1256  Y           -  -4,155,361.695 (meters)                     COMP
 TD1256  Z           -   4,790,774.234 (meters)                     COMP
 TD1256  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 TD1256  ELLIP HEIGHT-         232.05  (meters)          (03/16/99) GPS OBS
 TD1256  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 TD1256
 TD1256  HORZ ORDER  -  FIRST
 TD1256  ELLP ORDER  -  FOURTH    CLASS I
 TD1256
 TD1256.The horizontal coordinates were established by GPS observations
 TD1256.and adjusted by the National Geodetic Survey in January 1998..
 TD1256
 TD1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1256
 TD1256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1256
 TD1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1256
 TD1256.The ellipsoidal height was determined by GPS observations
 TD1256.and is referenced to NAD 83.
 TD1256
 TD1256.The geoid height was determined by GEOID03.
 TD1256
 TD1256;                    North         East     Units Scale Factor Converg.
 TD1256;SPC ND N     -   226,336.447   809,522.012   MT  1.00006399   +2 07 52.1
 TD1256;SPC ND N     -   742,573.65  2,655,912.11   iFT  1.00006399   +2 07 52.1
 TD1256;UTM  14      - 5,428,413.491   599,759.227   MT  0.99972226   +1 01 46.1
 TD1256
 TD1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1256!SPC ND N     -   0.99996364  x   1.00006399  =   1.00002762
 TD1256!UTM  14      -   0.99996364  x   0.99972226  =   0.99968591
 TD1256
 TD1256|---------------------------------------------------------------------|
 TD1256| PID    Reference Object                     Distance      Geod. Az  |
 TD1256|                                                           dddmmss.s |
 TD1256| TD1269 BUY                                 187.987 METERS 28517     |
 TD1256|---------------------------------------------------------------------|
 TD1256
 TD1256                          SUPERSEDED SURVEY CONTROL
 TD1256
 TD1256  ELLIP H (01/23/98)  231.94   (m)                       GP(       ) 4 1
 TD1256  NAD 83(1986)-  49 00 01.98441(N)    097 38 09.82366(W) AD(       ) 1
 TD1256  NGVD 29 (08/25/89)  257.1    (m)          844.     (f) GPS OBS        
 TD1256
 TD1256.Superseded values are not recommended for survey control.
 TD1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1256.See file dsdata.txt to determine how the superseded data were derived.
 TD1256
 TD1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9975928413(NAD 83)
 TD1256_MARKER: DU = BOUNDARY MARKER
 TD1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1256_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1256+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1988
 TD1256
 TD1256  HISTORY     - Date     Condition        Report By
 TD1256  HISTORY     - 1911     MONUMENTED       IBC
 TD1256  HISTORY     - 1911     GOOD             IBC
 TD1256  HISTORY     - 1976     GOOD             IBC
 TD1256  HISTORY     - 19880919 SEE DESCRIPTION  NGS
 TD1256
 TD1256                          STATION DESCRIPTION
 TD1256
 TD1256'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1256'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1256'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1256'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1256'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1256'
 TD1256'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1256'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1256'---OCTOBER 20, 1818---.
 TD1256'
 TD1256'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1256'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1256'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1256'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1256'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1256'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1256'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1256'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1256'
 TD1256'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1256'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1256'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1256'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1256'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1256'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1256'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1256'AND---CANADA---ON THE WEST SIDE.
 TD1256'
 TD1256'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1256'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1256'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1256'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1256'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1256
 TD1256                          STATION RECOVERY (1911)
 TD1256
 TD1256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TD1256'RECOVERED IN GOOD CONDITION.
 TD1256
 TD1256                          STATION RECOVERY (1976)
 TD1256
 TD1256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1256'RECOVERED IN GOOD CONDITION IN 1946, 1963 AND 1976.
 TD1256
 TD1256                          STATION RECOVERY (1988)
 TD1256
 TD1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TD1256'THE MONUMENT IS LOCATED ABOUT 6.44 KM (4.00 MI) SOUTHWEST OF GRETNA,
 TD1256'MANITOBA, 6.03 KM (3.75 MI) NORTHWEST OF NECHE, NORTH DAKOTA AND
 TD1256'ABOUT 5.63 KM (3.50 MI) WEST OF THE NECHE, NORTH DAKOTA - GRETNA,
 TD1256'MANITOBA BORDER CROSSING.
 TD1256'TO REACH THE MONUMENT FROM THE POST OFFICE IN GRETNA, MANITOBA, GO
 TD1256'NORTH ON 7TH STREET FOR 0.80 KM (0.50 MI) TO A CROSSROAD.  TURN LEFT
 TD1256'AND GO WEST ON MANITOBA PROVINCIAL HIGHWAY 524, GRAVEL, FOR 5.79 KM
 TD1256'(3.60 MI) TO A GRAVEL CROSSROAD AND DIRT ROAD STRAIGHT AHEAD.  TURN
 TD1256'LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 1.29 KM (0.80 MI) TO A
 TD1256'GRAVEL SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON GRAVEL, THEN
 TD1256'DIRT, ROAD FOR 0.32 KM (0.20 MI) TO WHERE THE DIRT ROAD TURNS SHARP
 TD1256'LEFT AT THE BOUNDARY.  BEAR LEFT AND FOLLOW THE DIRT ROAD EAST ALONG
 TD1256'THE CANADIAN SIDE OF THE BOUNDARY FOR 0.24 KM (0.15 MI) TO THE
 TD1256'MONUMENT ON THE RIGHT.
 TD1256'THE MONUMENT IS A CAST-IRON OBELISK THAT PROJECTS ABOUT 1.27 M
 TD1256'(4.2 FT) ABOVE GROUND LEVEL.  THE 0.61 M (2.0 FT) SQUARE CONCRETE BASE
 TD1256'IS BURIED ABOUT 0.05 M (0.2 FT) BELOW GROUND LEVEL.  INSCRIBED ON THE
 TD1256'OBELISK IN RAISED, CAST LETTERS IS --CONVENTION OF LONDON-- ON THE
 TD1256'NORTH SIDE AND --OCTOBER 20TH 1818-- ON THE SOUTH SIDE. THE NUMBER
 TD1256'--813-- IS DRILLED NEAR THE TOP OF THE EAST SIDE OF THE OBELISK.
 TD1256'THE OBELISK APPEARS TO BE OUT OF PLUMB ABOUT 3 CENTIMETERS TO THE WEST
 TD1256'AND ABOUT 3 CENTIMETERS TO THE SOUTH.
 TD1256'THE POINT OCCUPIED BY GPS IS A PUNCH MARK WHICH IS NEAR THE EAST SIDE
 TD1256'ON THE NORTH FACE OF THE TOP OF THE OBELISK. THE AREA AROUND THE
 TD1256'PUNCH MARK WAS POLISHED WITH AN EMERY WHEEL.  MONUMENT POSITIONS
 TD1256'REPRESENTED BY A PUNCH MARK WILL BE REPLUMBED AT A FUTURE DATE BY THE
 TD1256'IBC.  THE GPS POSITION OF THE PUNCH MARK WILL BE HELD FIXED DURING
 TD1256'THE REPLUMBING.
 TD1256'TYPED BY M.L.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1329 ***********************************************************************
 TD1329  DESIGNATION -  BOUNDARY MON 814 CD US
 TD1329  PID         -  TD1329
 TD1329  STATE/COUNTY-  ND/PEMBINA
 TD1329  USGS QUAD   -  
 TD1329
 TD1329                         *CURRENT SURVEY CONTROL
 TD1329  ___________________________________________________________________
 TD1329* NAD 83(1996)-  49 00 01.94780(N)    097 36 50.41710(W)     ADJUSTED  
 TD1329* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 TD1329  ___________________________________________________________________
 TD1329  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 TD1329  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 TD1329
 TD1329  HORZ ORDER  -  THIRD
 TD1329
 TD1329.The horizontal coordinates were established by classical geodetic methods
 TD1329.and adjusted by the National Geodetic Survey in January 1998..
 TD1329
 TD1329.The orthometric height was scaled from a topographic map.
 TD1329
 TD1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1329
 TD1329.The geoid height was determined by GEOID03.
 TD1329
 TD1329;                    North         East     Units Scale Factor Converg.
 TD1329;SPC ND N     -   226,395.369   811,135.227   MT  1.00006399   +2 08 51.2
 TD1329;SPC ND N     -   742,766.96  2,661,204.81   iFT  1.00006399   +2 08 51.2
 TD1329;UTM  14      - 5,428,441.378   601,372.729   MT  0.99972624   +1 02 46.0
 TD1329
 TD1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1329!SPC ND N     -   0.99996419  x   1.00006399  =   1.00002818
 TD1329!UTM  14      -   0.99996419  x   0.99972624  =   0.99969044
 TD1329
 TD1329:                Primary Azimuth Mark                     Grid Az
 TD1329:SPC ND N     -  BOUNDARY MON 813 CD US                   267 54 30.2
 TD1329:UTM  14      -  BOUNDARY MON 813 CD US                   269 00 35.4
 TD1329
 TD1329|---------------------------------------------------------------------|
 TD1329| PID    Reference Object                     Distance      Geod. Az  |
 TD1329|                                                           dddmmss.s |
 TD1329| TD1256 BOUNDARY MON 813 CD US              APPROX. 1.6 KM 2700321.4 |
 TD1329|---------------------------------------------------------------------|
 TD1329
 TD1329                          SUPERSEDED SURVEY CONTROL
 TD1329
 TD1329  NAD 83(1986)-  49 00 01.94099(N)    097 36 50.40862(W) AD(       ) 3
 TD1329
 TD1329.Superseded values are not recommended for survey control.
 TD1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1329.See file dsdata.txt to determine how the superseded data were derived.
 TD1329
 TD1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0137328441(NAD 83)
 TD1329_MARKER: Z = SEE DESCRIPTION
 TD1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1329+STABILITY: SURFACE MOTION
 TD1329
 TD1329  HISTORY     - Date     Condition        Report By
 TD1329  HISTORY     - 1911     MONUMENTED       IBC
 TD1329  HISTORY     - 1976     GOOD             IBC
 TD1329
 TD1329                          STATION DESCRIPTION
 TD1329
 TD1329'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1329'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1329'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1329'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1329'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1329'
 TD1329'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1329'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1329'---OCTOBER 20, 1818---.
 TD1329'
 TD1329'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1329'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1329'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1329'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1329'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1329'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1329'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1329'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1329'
 TD1329'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1329'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1329'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1329'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1329'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1329'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1329'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1329'AND---CANADA---ON THE WEST SIDE.
 TD1329'
 TD1329'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1329'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1329'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1329'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1329'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1329
 TD1329                          STATION RECOVERY (1976)
 TD1329
 TD1329'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1329'RECOVERED IN GOOD CONDITION IN 1946, 1963 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1330 ***********************************************************************
 TD1330  DESIGNATION -  BOUNDARY MON 815 CD US
 TD1330  PID         -  TD1330
 TD1330  STATE/COUNTY-  ND/PEMBINA
 TD1330  USGS QUAD   -  
 TD1330
 TD1330                         *CURRENT SURVEY CONTROL
 TD1330  ___________________________________________________________________
 TD1330* NAD 83(1996)-  49 00 01.93411(N)    097 35 31.03632(W)     ADJUSTED  
 TD1330* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 TD1330  ___________________________________________________________________
 TD1330  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TD1330  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 TD1330
 TD1330  HORZ ORDER  -  THIRD
 TD1330
 TD1330.The horizontal coordinates were established by classical geodetic methods
 TD1330.and adjusted by the National Geodetic Survey in January 1998..
 TD1330
 TD1330.The orthometric height was scaled from a topographic map.
 TD1330
 TD1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1330
 TD1330.The geoid height was determined by GEOID03.
 TD1330
 TD1330;                    North         East     Units Scale Factor Converg.
 TD1330;SPC ND N     -   226,455.641   812,747.641   MT  1.00006398   +2 09 50.3
 TD1330;SPC ND N     -   742,964.70  2,666,494.89   iFT  1.00006398   +2 09 50.3
 TD1330;UTM  14      - 5,428,470.639   602,985.462   MT  0.99973029   +1 03 46.0
 TD1330
 TD1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1330!SPC ND N     -   0.99996420  x   1.00006398  =   1.00002817
 TD1330!UTM  14      -   0.99996420  x   0.99973029  =   0.99969450
 TD1330
 TD1330:                Primary Azimuth Mark                     Grid Az
 TD1330:SPC ND N     -  BOUNDARY MON 814 CD US                   267 51 33.7
 TD1330:UTM  14      -  BOUNDARY MON 814 CD US                   268 57 38.0
 TD1330
 TD1330|---------------------------------------------------------------------|
 TD1330| PID    Reference Object                     Distance      Geod. Az  |
 TD1330|                                                           dddmmss.s |
 TD1330| TD1329 BOUNDARY MON 814 CD US              APPROX. 1.6 KM 2700124.0 |
 TD1330|---------------------------------------------------------------------|
 TD1330
 TD1330                          SUPERSEDED SURVEY CONTROL
 TD1330
 TD1330  NAD 83(1986)-  49 00 01.92722(N)    097 35 31.02779(W) AD(       ) 3
 TD1330
 TD1330.Superseded values are not recommended for survey control.
 TD1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1330.See file dsdata.txt to determine how the superseded data were derived.
 TD1330
 TD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0298528471(NAD 83)
 TD1330_MARKER: Z = SEE DESCRIPTION
 TD1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1330_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1330+STABILITY: SURFACE MOTION
 TD1330
 TD1330  HISTORY     - Date     Condition        Report By
 TD1330  HISTORY     - 1911     MONUMENTED       IBC
 TD1330  HISTORY     - 1976     GOOD             IBC
 TD1330
 TD1330                          STATION DESCRIPTION
 TD1330
 TD1330'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1330'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1330'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1330'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1330'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1330'
 TD1330'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1330'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1330'---OCTOBER 20, 1818---.
 TD1330'
 TD1330'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1330'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1330'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1330'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1330'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1330'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1330'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1330'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1330'
 TD1330'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1330'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1330'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1330'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1330'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1330'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1330'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1330'AND---CANADA---ON THE WEST SIDE.
 TD1330'
 TD1330'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1330'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1330'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1330'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1330'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1330
 TD1330                          STATION RECOVERY (1976)
 TD1330
 TD1330'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1330'RECOVERED IN GOOD CONDITION IN 1946 AND 1976.  IN 1963 IT WAS REMOVED
 TD1330'FROM A MOUND OF EARTH AND LOWERED TO GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1334 ***********************************************************************
 TD1334  DESIGNATION -  BOUNDARY MON 816 A 76
 TD1334  PID         -  TD1334
 TD1334  STATE/COUNTY-  ND/PEMBINA
 TD1334  USGS QUAD   -  
 TD1334
 TD1334                         *CURRENT SURVEY CONTROL
 TD1334  ___________________________________________________________________
 TD1334* NAD 83(1996)-  49 00 01.90249(N)    097 33 26.33856(W)     ADJUSTED  
 TD1334* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 TD1334  ___________________________________________________________________
 TD1334  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TD1334  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 TD1334
 TD1334  HORZ ORDER  -  THIRD
 TD1334
 TD1334.The horizontal coordinates were established by classical geodetic methods
 TD1334.and adjusted by the National Geodetic Survey in January 1998..
 TD1334
 TD1334.The orthometric height was scaled from a topographic map.
 TD1334
 TD1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1334
 TD1334.The geoid height was determined by GEOID03.
 TD1334
 TD1334;                    North         East     Units Scale Factor Converg.
 TD1334;SPC ND N     -   226,550.943   815,280.528   MT  1.00006398   +2 11 23.1
 TD1334;SPC ND N     -   743,277.37  2,674,804.88   iFT  1.00006398   +2 11 23.1
 TD1334;UTM  14      - 5,428,517.237   605,518.875   MT  0.99973678   +1 05 20.1
 TD1334
 TD1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1334!SPC ND N     -   0.99996436  x   1.00006398  =   1.00002834
 TD1334!UTM  14      -   0.99996436  x   0.99973678  =   0.99970115
 TD1334
 TD1334:                Primary Azimuth Mark                     Grid Az
 TD1334:SPC ND N     -  BOUNDARY MON 816 CD US                   267 49 45.5
 TD1334:UTM  14      -  BOUNDARY MON 816 CD US                   268 55 48.5
 TD1334
 TD1334|---------------------------------------------------------------------|
 TD1334| PID    Reference Object                     Distance      Geod. Az  |
 TD1334|                                                           dddmmss.s |
 TD1334| TD1331 BOUNDARY MON 816 CD US              APPROX. 0.9 KM 2700108.6 |
 TD1334|---------------------------------------------------------------------|
 TD1334
 TD1334                          SUPERSEDED SURVEY CONTROL
 TD1334
 TD1334  NAD 83(1986)-  49 00 01.89543(N)    097 33 26.32993(W) AD(       ) 3
 TD1334
 TD1334.Superseded values are not recommended for survey control.
 TD1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1334.See file dsdata.txt to determine how the superseded data were derived.
 TD1334
 TD1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0551928517(NAD 83)
 TD1334_MARKER: U = CONCRETE POST
 TD1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1334+STABILITY: SURFACE MOTION
 TD1334
 TD1334  HISTORY     - Date     Condition        Report By
 TD1334  HISTORY     - 1976     MONUMENTED       IBC
 TD1334
 TD1334                          STATION DESCRIPTION
 TD1334
 TD1334'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1334'THE MONUMENT IS LOCATED ON THE BOUNDARY JUST WEST OF STATE HIGHWAY 18
 TD1334'IN THE SOUTHWEST CORNER OF THE ROAD INTERSECTION OF THE NECHE - GRETNA
 TD1334'CROSSING.
 TD1334'
 TD1334'IN 1959, IN AN ATTEMPT TO CONTROL FLOOD WATERS OF THE PEMBINA RIVER,
 TD1334'THE STATE OF NORTH DAKOTA AND THE PROVINCE OF MANITOBA HAD A LARGE
 TD1334'DITCH DUG ALONG THE BOUNDARY.
 TD1334'
 TD1334'IN ORDER TO MAKE THE ARRANGEMENT OF HIGHWAY CROSSING MONUMENTS
 TD1334'AESTHETICALLY PLEASING IT IS THE PRACTICE OF THE COMMISSION TO PLACE
 TD1334'THE TOP OF THE CONCRETE BASE OF THE MONUMENT AS NEARLY AS POSSIBLE
 TD1334'AT THE SAME ELEVATION AS THE CROWN OF THE ROAD.  IN THIS CASE THIS
 TD1334'MEANT CONSTRUCTING A BASE THAT IS SIX FEET ABOVE THE SURROUNDING
 TD1334'GROUND LEVEL.  IN AN ATTEMPT TO INSURE THAT IT WOULD NOT BE WASHED
 TD1334'OUT, THE BASE WAS EXTENDED TEN FEET BELOW GRADE.
 TD1334'
 TD1334'AFTER DISCUSSING THE SUBJECT WITH LOCAL RESIDENTS IT WAS DECIDED THAT
 TD1334'IT WOULD NOT BE PRACTICAL TO ERECT A MONUMENT ON THE EAST SIDE OF
 TD1334'THE ROAD UNTIL STEPS HAD BEEN TAKEN TO CONTROL THE FLOODING OF THE
 TD1334'PEMBINA RIVER, THAT IS, THE CONSTRUCTION OF THE PROPOSED PEMBILEER
 TD1334'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1331 ***********************************************************************
 TD1331  DESIGNATION -  BOUNDARY MON 816 CD US
 TD1331  PID         -  TD1331
 TD1331  STATE/COUNTY-  ND/PEMBINA
 TD1331  USGS QUAD   -  
 TD1331
 TD1331                         *CURRENT SURVEY CONTROL
 TD1331  ___________________________________________________________________
 TD1331* NAD 83(1996)-  49 00 01.90995(N)    097 34 11.72984(W)     ADJUSTED  
 TD1331* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 TD1331  ___________________________________________________________________
 TD1331  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 TD1331  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 TD1331
 TD1331  HORZ ORDER  -  THIRD
 TD1331
 TD1331.The horizontal coordinates were established by classical geodetic methods
 TD1331.and adjusted by the National Geodetic Survey in January 1998..
 TD1331
 TD1331.The orthometric height was scaled from a topographic map.
 TD1331
 TD1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1331
 TD1331.The geoid height was determined by GEOID03.
 TD1331
 TD1331;                    North         East     Units Scale Factor Converg.
 TD1331;SPC ND N     -   226,515.996   814,358.540   MT  1.00006398   +2 10 49.3
 TD1331;SPC ND N     -   743,162.72  2,671,779.99   iFT  1.00006398   +2 10 49.3
 TD1331;UTM  14      - 5,428,500.016   604,596.689   MT  0.99973440   +1 04 45.8
 TD1331
 TD1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1331!SPC ND N     -   0.99996420  x   1.00006398  =   1.00002818
 TD1331!UTM  14      -   0.99996420  x   0.99973440  =   0.99969861
 TD1331
 TD1331|---------------------------------------------------------------------|
 TD1331| PID    Reference Object                     Distance      Geod. Az  |
 TD1331|                                                           dddmmss.s |
 TD1331| TD1414 NECHE                                21.507 METERS 03343     |
 TD1331| TD1330 BOUNDARY MON 815 CD US              APPROX. 1.6 KM 2700205.4 |
 TD1331|---------------------------------------------------------------------|
 TD1331
 TD1331                          SUPERSEDED SURVEY CONTROL
 TD1331
 TD1331  NAD 83(1986)-  49 00 01.90297(N)    097 34 11.72126(W) AD(       ) 3
 TD1331
 TD1331.Superseded values are not recommended for survey control.
 TD1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1331.See file dsdata.txt to determine how the superseded data were derived.
 TD1331
 TD1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0459728500(NAD 83)
 TD1331_MARKER: Z = SEE DESCRIPTION
 TD1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1331+STABILITY: SURFACE MOTION
 TD1331
 TD1331  HISTORY     - Date     Condition        Report By
 TD1331  HISTORY     - 1911     MONUMENTED       IBC
 TD1331  HISTORY     - 1976     GOOD             IBC
 TD1331
 TD1331                          STATION DESCRIPTION
 TD1331
 TD1331'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1331'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1331'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1331'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1331'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1331'
 TD1331'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1331'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1331'---OCTOBER 20, 1818---.
 TD1331'
 TD1331'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1331'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1331'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1331'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1331'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1331'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1331'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1331'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1331'
 TD1331'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1331'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1331'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1331'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1331'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1331'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1331'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1331'AND---CANADA---ON THE WEST SIDE.
 TD1331'
 TD1331'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1331'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1331'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1331'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1331'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1331
 TD1331                          STATION RECOVERY (1976)
 TD1331
 TD1331'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1331'RECOVERED IN GOOD CONDITION IN 1938, 1946 AND 1976.  IN 1963 IT WAS
 TD1331'RECOVERED BULLDOZED OUT.  IT WAS REBUILT IN ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1337 ***********************************************************************
 TD1337  DESIGNATION -  BOUNDARY MON 817 CD US
 TD1337  PID         -  TD1337
 TD1337  STATE/COUNTY-  ND/PEMBINA
 TD1337  USGS QUAD   -  
 TD1337
 TD1337                         *CURRENT SURVEY CONTROL
 TD1337  ___________________________________________________________________
 TD1337* NAD 83(1996)-  49 00 01.89365(N)    097 32 52.32114(W)     ADJUSTED  
 TD1337* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 TD1337  ___________________________________________________________________
 TD1337  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 TD1337  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 TD1337
 TD1337  HORZ ORDER  -  THIRD
 TD1337
 TD1337.The horizontal coordinates were established by classical geodetic methods
 TD1337.and adjusted by the National Geodetic Survey in January 1998..
 TD1337
 TD1337.The orthometric height was scaled from a topographic map.
 TD1337
 TD1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1337
 TD1337.The geoid height was determined by GEOID03.
 TD1337
 TD1337;                    North         East     Units Scale Factor Converg.
 TD1337;SPC ND N     -   226,577.133   815,971.490   MT  1.00006398   +2 11 48.4
 TD1337;SPC ND N     -   743,363.30  2,677,071.82   iFT  1.00006398   +2 11 48.4
 TD1337;UTM  14      - 5,428,530.144   606,209.987   MT  0.99973858   +1 05 45.8
 TD1337
 TD1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1337!SPC ND N     -   0.99996452  x   1.00006398  =   1.00002850
 TD1337!UTM  14      -   0.99996452  x   0.99973858  =   0.99970311
 TD1337
 TD1337:                Primary Azimuth Mark                     Grid Az
 TD1337:SPC ND N     -  BOUNDARY MON 818 CD US                   087 49 13.5
 TD1337:UTM  14      -  BOUNDARY MON 818 CD US                   088 55 16.1
 TD1337
 TD1337|---------------------------------------------------------------------|
 TD1337| PID    Reference Object                     Distance      Geod. Az  |
 TD1337|                                                           dddmmss.s |
 TD1337| TD1338 BOUNDARY MON 818 CD US              APPROX. 1.6 KM 0900101.9 |
 TD1337| TD1416 NECHE W BASE                        346.356 METERS 27037     |
 TD1337|---------------------------------------------------------------------|
 TD1337
 TD1337                          SUPERSEDED SURVEY CONTROL
 TD1337
 TD1337  NAD 83(1986)-  49 00 01.88653(N)    097 32 52.31250(W) AD(       ) 3
 TD1337
 TD1337.Superseded values are not recommended for survey control.
 TD1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1337.See file dsdata.txt to determine how the superseded data were derived.
 TD1337
 TD1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0621028530(NAD 83)
 TD1337_MARKER: Z = SEE DESCRIPTION
 TD1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1337+STABILITY: SURFACE MOTION
 TD1337
 TD1337  HISTORY     - Date     Condition        Report By
 TD1337  HISTORY     - 1911     MONUMENTED       IBC
 TD1337  HISTORY     - 1976     GOOD             IBC
 TD1337
 TD1337                          STATION DESCRIPTION
 TD1337
 TD1337'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1337'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1337'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1337'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1337'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1337'
 TD1337'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1337'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1337'---OCTOBER 20, 1818---.
 TD1337'
 TD1337'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1337'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1337'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1337'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1337'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1337'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1337'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1337'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1337'
 TD1337'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1337'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1337'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1337'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1337'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1337'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1337'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1337'AND---CANADA---ON THE WEST SIDE.
 TD1337'
 TD1337'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1337'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1337'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1337'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1337'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1337
 TD1337                          STATION RECOVERY (1976)
 TD1337
 TD1337'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1337'RECOVERED IN GOOD CONDITION IN 1938, 1946, 1963 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1338 ***********************************************************************
 TD1338  DESIGNATION -  BOUNDARY MON 818 CD US
 TD1338  PID         -  TD1338
 TD1338  STATE/COUNTY-  ND/PEMBINA
 TD1338  USGS QUAD   -  
 TD1338
 TD1338                         *CURRENT SURVEY CONTROL
 TD1338  ___________________________________________________________________
 TD1338* NAD 83(1996)-  49 00 01.87043(N)    097 31 33.04023(W)     ADJUSTED  
 TD1338* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 TD1338  ___________________________________________________________________
 TD1338  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TD1338  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 TD1338
 TD1338  HORZ ORDER  -  THIRD
 TD1338
 TD1338.The horizontal coordinates were established by classical geodetic methods
 TD1338.and adjusted by the National Geodetic Survey in January 1998..
 TD1338
 TD1338.The orthometric height was scaled from a topographic map.
 TD1338
 TD1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1338
 TD1338.The geoid height was determined by GEOID03.
 TD1338
 TD1338;                    North         East     Units Scale Factor Converg.
 TD1338;SPC ND N     -   226,638.418   817,581.834   MT  1.00006398   +2 12 47.4
 TD1338;SPC ND N     -   743,564.36  2,682,355.10   iFT  1.00006398   +2 12 47.4
 TD1338;UTM  14      - 5,428,560.476   607,820.691   MT  0.99974281   +1 06 45.6
 TD1338
 TD1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1338!SPC ND N     -   0.99996484  x   1.00006398  =   1.00002882
 TD1338!UTM  14      -   0.99996484  x   0.99974281  =   0.99970766
 TD1338
 TD1338:                Primary Azimuth Mark                     Grid Az
 TD1338:SPC ND N     -  BOUNDARY MON 817 CD US                   267 49 14.3
 TD1338:UTM  14      -  BOUNDARY MON 817 CD US                   268 55 16.1
 TD1338
 TD1338|---------------------------------------------------------------------|
 TD1338| PID    Reference Object                     Distance      Geod. Az  |
 TD1338|                                                           dddmmss.s |
 TD1338| TD1337 BOUNDARY MON 817 CD US              APPROX. 1.6 KM 2700201.7 |
 TD1338|---------------------------------------------------------------------|
 TD1338
 TD1338                          SUPERSEDED SURVEY CONTROL
 TD1338
 TD1338  NAD 83(1986)-  49 00 01.86319(N)    097 31 33.03252(W) AD(       ) 3
 TD1338
 TD1338.Superseded values are not recommended for survey control.
 TD1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1338.See file dsdata.txt to determine how the superseded data were derived.
 TD1338
 TD1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0782128560(NAD 83)
 TD1338_MARKER: Z = SEE DESCRIPTION
 TD1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1338_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1338+STABILITY: SURFACE MOTION
 TD1338
 TD1338  HISTORY     - Date     Condition        Report By
 TD1338  HISTORY     - 1911     MONUMENTED       IBC
 TD1338  HISTORY     - 1947     GOOD             IBC
 TD1338
 TD1338                          STATION DESCRIPTION
 TD1338
 TD1338'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1338'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1338'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1338'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1338'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1338'
 TD1338'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1338'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1338'---OCTOBER 20, 1818---.
 TD1338'
 TD1338'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1338'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1338'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1338'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1338'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1338'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1338'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1338'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1338'
 TD1338'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1338'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1338'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1338'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1338'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1338'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1338'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1338'AND---CANADA---ON THE WEST SIDE.
 TD1338'
 TD1338'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1338'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1338'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1338'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1338'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1338
 TD1338                          STATION RECOVERY (1947)
 TD1338
 TD1338'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1338'RECOVERED IN GOOD CONDITION IN 1946 AND 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1339 ***********************************************************************
 TD1339  DESIGNATION -  BOUNDARY MON 819 CD US
 TD1339  PID         -  TD1339
 TD1339  STATE/COUNTY-  ND/PEMBINA
 TD1339  USGS QUAD   -  
 TD1339
 TD1339                         *CURRENT SURVEY CONTROL
 TD1339  ___________________________________________________________________
 TD1339* NAD 83(1996)-  49 00 01.85818(N)    097 30 13.77713(W)     ADJUSTED  
 TD1339* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 TD1339  ___________________________________________________________________
 TD1339  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 TD1339  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 TD1339
 TD1339  HORZ ORDER  -  THIRD
 TD1339
 TD1339.The horizontal coordinates were established by classical geodetic methods
 TD1339.and adjusted by the National Geodetic Survey in January 1998..
 TD1339
 TD1339.The orthometric height was scaled from a topographic map.
 TD1339
 TD1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1339
 TD1339.The geoid height was determined by GEOID03.
 TD1339
 TD1339;                    North         East     Units Scale Factor Converg.
 TD1339;SPC ND N     -   226,700.489   819,191.786   MT  1.00006398   +2 13 46.4
 TD1339;SPC ND N     -   743,768.01  2,687,637.09   iFT  1.00006398   +2 13 46.4
 TD1339;UTM  14      - 5,428,591.608   609,431.024   MT  0.99974711   +1 07 45.5
 TD1339
 TD1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1339!SPC ND N     -   0.99996501  x   1.00006398  =   1.00002898
 TD1339!UTM  14      -   0.99996501  x   0.99974711  =   0.99971212
 TD1339
 TD1339:                Primary Azimuth Mark                     Grid Az
 TD1339:SPC ND N     -  BOUNDARY MON 820 CD US                   087 46 43.8
 TD1339:UTM  14      -  BOUNDARY MON 820 CD US                   088 52 44.7
 TD1339
 TD1339|---------------------------------------------------------------------|
 TD1339| PID    Reference Object                     Distance      Geod. Az  |
 TD1339|                                                           dddmmss.s |
 TD1339| TD1340 BOUNDARY MON 820 CD US              APPROX. 1.6 KM 0900030.2 |
 TD1339|---------------------------------------------------------------------|
 TD1339
 TD1339                          SUPERSEDED SURVEY CONTROL
 TD1339
 TD1339  NAD 83(1986)-  49 00 01.85082(N)    097 30 13.76937(W) AD(       ) 3
 TD1339
 TD1339.Superseded values are not recommended for survey control.
 TD1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1339.See file dsdata.txt to determine how the superseded data were derived.
 TD1339
 TD1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0943128592(NAD 83)
 TD1339_MARKER: Z = SEE DESCRIPTION
 TD1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1339+STABILITY: SURFACE MOTION
 TD1339
 TD1339  HISTORY     - Date     Condition        Report By
 TD1339  HISTORY     - 1911     MONUMENTED       IBC
 TD1339  HISTORY     - 1947     GOOD             IBC
 TD1339
 TD1339                          STATION DESCRIPTION
 TD1339
 TD1339'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1339'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1339'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1339'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1339'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1339'
 TD1339'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1339'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1339'---OCTOBER 20, 1818---.
 TD1339'
 TD1339'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1339'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1339'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1339'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1339'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1339'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1339'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1339'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1339'
 TD1339'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1339'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1339'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1339'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1339'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1339'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1339'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1339'AND---CANADA---ON THE WEST SIDE.
 TD1339'
 TD1339'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1339'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1339'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1339'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1339'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1339
 TD1339                          STATION RECOVERY (1947)
 TD1339
 TD1339'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1339'RECOVERED IN GOOD CONDITION IN 1946 AND 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1340 ***********************************************************************
 TD1340  DESIGNATION -  BOUNDARY MON 820 CD US
 TD1340  PID         -  TD1340
 TD1340  STATE/COUNTY-  ND/PEMBINA
 TD1340  USGS QUAD   -  
 TD1340
 TD1340                         *CURRENT SURVEY CONTROL
 TD1340  ___________________________________________________________________
 TD1340* NAD 83(1996)-  49 00 01.84298(N)    097 28 54.54097(W)     ADJUSTED  
 TD1340* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 TD1340  ___________________________________________________________________
 TD1340  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TD1340  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 TD1340
 TD1340  HORZ ORDER  -  THIRD
 TD1340
 TD1340.The horizontal coordinates were established by classical geodetic methods
 TD1340.and adjusted by the National Geodetic Survey in January 1998..
 TD1340
 TD1340.The orthometric height was scaled from a topographic map.
 TD1340
 TD1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1340
 TD1340.The geoid height was determined by GEOID03.
 TD1340
 TD1340;                    North         East     Units Scale Factor Converg.
 TD1340;SPC ND N     -   226,762.907   820,801.177   MT  1.00006398   +2 14 45.4
 TD1340;SPC ND N     -   743,972.79  2,692,917.25   iFT  1.00006398   +2 14 45.4
 TD1340;UTM  14      - 5,428,623.105   611,040.810   MT  0.99975147   +1 08 45.3
 TD1340
 TD1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1340!SPC ND N     -   0.99996517  x   1.00006398  =   1.00002915
 TD1340!UTM  14      -   0.99996517  x   0.99975147  =   0.99971665
 TD1340
 TD1340:                Primary Azimuth Mark                     Grid Az
 TD1340:SPC ND N     -  NECHE                                    267 57 53.8
 TD1340:UTM  14      -  NECHE                                    269 03 53.9
 TD1340
 TD1340|---------------------------------------------------------------------|
 TD1340| PID    Reference Object                     Distance      Geod. Az  |
 TD1340|                                                           dddmmss.s |
 TD1340| TD1414 NECHE                               APPROX. 6.4 KM 2701239.2 |
 TD1340|---------------------------------------------------------------------|
 TD1340
 TD1340                          SUPERSEDED SURVEY CONTROL
 TD1340
 TD1340  NAD 83(1986)-  49 00 01.83550(N)    097 28 54.53318(W) AD(       ) 3
 TD1340
 TD1340.Superseded values are not recommended for survey control.
 TD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1340.See file dsdata.txt to determine how the superseded data were derived.
 TD1340
 TD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1104128623(NAD 83)
 TD1340_MARKER: Z = SEE DESCRIPTION
 TD1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1340+STABILITY: SURFACE MOTION
 TD1340
 TD1340  HISTORY     - Date     Condition        Report By
 TD1340  HISTORY     - 1911     MONUMENTED       IBC
 TD1340  HISTORY     - 1946     GOOD             IBC
 TD1340
 TD1340                          STATION DESCRIPTION
 TD1340
 TD1340'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1340'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1340'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1340'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1340'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1340'
 TD1340'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1340'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1340'---OCTOBER 20, 1818---.
 TD1340'
 TD1340'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1340'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1340'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1340'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1340'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1340'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1340'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1340'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1340'
 TD1340'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1340'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1340'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1340'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1340'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1340'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1340'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1340'AND---CANADA---ON THE WEST SIDE.
 TD1340'
 TD1340'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1340'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1340'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1340'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1340'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1340
 TD1340                          STATION RECOVERY (1946)
 TD1340
 TD1340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (RKL)
 TD1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1341 ***********************************************************************
 TD1341  DESIGNATION -  BOUNDARY MON 821 CD US
 TD1341  PID         -  TD1341
 TD1341  STATE/COUNTY-  ND/PEMBINA
 TD1341  USGS QUAD   -  
 TD1341
 TD1341                         *CURRENT SURVEY CONTROL
 TD1341  ___________________________________________________________________
 TD1341* NAD 83(1996)-  49 00 01.82181(N)    097 27 35.31999(W)     ADJUSTED  
 TD1341* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 TD1341  ___________________________________________________________________
 TD1341  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 TD1341  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 TD1341
 TD1341  HORZ ORDER  -  THIRD
 TD1341
 TD1341.The horizontal coordinates were established by classical geodetic methods
 TD1341.and adjusted by the National Geodetic Survey in January 1998..
 TD1341
 TD1341.The orthometric height was scaled from a topographic map.
 TD1341
 TD1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1341
 TD1341.The geoid height was determined by GEOID03.
 TD1341
 TD1341;                    North         East     Units Scale Factor Converg.
 TD1341;SPC ND N     -   226,825.589   822,410.250   MT  1.00006398   +2 15 44.3
 TD1341;SPC ND N     -   744,178.44  2,698,196.36   iFT  1.00006398   +2 15 44.3
 TD1341;UTM  14      - 5,428,654.878   612,650.290   MT  0.99975589   +1 09 45.1
 TD1341
 TD1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1341!SPC ND N     -   0.99996565  x   1.00006398  =   1.00002962
 TD1341!UTM  14      -   0.99996565  x   0.99975589  =   0.99972154
 TD1341
 TD1341:                Primary Azimuth Mark                     Grid Az
 TD1341:SPC ND N     -  BOUNDARY MON 820 CD US                   267 46 09.4
 TD1341:UTM  14      -  BOUNDARY MON 820 CD US                   268 52 08.6
 TD1341
 TD1341|---------------------------------------------------------------------|
 TD1341| PID    Reference Object                     Distance      Geod. Az  |
 TD1341|                                                           dddmmss.s |
 TD1341| TD1340 BOUNDARY MON 820 CD US              APPROX. 1.6 KM 2700153.7 |
 TD1341|---------------------------------------------------------------------|
 TD1341
 TD1341                          SUPERSEDED SURVEY CONTROL
 TD1341
 TD1341  NAD 83(1986)-  49 00 01.81420(N)    097 27 35.31216(W) AD(       ) 3
 TD1341
 TD1341.Superseded values are not recommended for survey control.
 TD1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1341.See file dsdata.txt to determine how the superseded data were derived.
 TD1341
 TD1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1265028655(NAD 83)
 TD1341_MARKER: Z = SEE DESCRIPTION
 TD1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1341+STABILITY: SURFACE MOTION
 TD1341
 TD1341  HISTORY     - Date     Condition        Report By
 TD1341  HISTORY     - 1911     MONUMENTED       IBC
 TD1341  HISTORY     - 1947     GOOD             IBC
 TD1341
 TD1341                          STATION DESCRIPTION
 TD1341
 TD1341'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1341'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1341'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1341'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1341'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1341'
 TD1341'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1341'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1341'---OCTOBER 20, 1818---.
 TD1341'
 TD1341'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1341'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1341'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1341'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1341'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1341'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1341'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1341'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1341'
 TD1341'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1341'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1341'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1341'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1341'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1341'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1341'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1341'AND---CANADA---ON THE WEST SIDE.
 TD1341'
 TD1341'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1341'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1341'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1341'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1341'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1341
 TD1341                          STATION RECOVERY (1947)
 TD1341
 TD1341'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1342 ***********************************************************************
 TD1342  DESIGNATION -  BOUNDARY MON 822 CD US
 TD1342  PID         -  TD1342
 TD1342  STATE/COUNTY-  ND/PEMBINA
 TD1342  USGS QUAD   -  
 TD1342
 TD1342                         *CURRENT SURVEY CONTROL
 TD1342  ___________________________________________________________________
 TD1342* NAD 83(1996)-  49 00 01.80074(N)    097 26 16.00842(W)     ADJUSTED  
 TD1342* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 TD1342  ___________________________________________________________________
 TD1342  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 TD1342  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 TD1342
 TD1342  HORZ ORDER  -  THIRD
 TD1342
 TD1342.The horizontal coordinates were established by classical geodetic methods
 TD1342.and adjusted by the National Geodetic Survey in January 1998..
 TD1342
 TD1342.The orthometric height was scaled from a topographic map.
 TD1342
 TD1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1342
 TD1342.The geoid height was determined by GEOID03.
 TD1342
 TD1342;                    North         East     Units Scale Factor Converg.
 TD1342;SPC ND N     -   226,888.807   824,021.144   MT  1.00006397   +2 16 43.3
 TD1342;SPC ND N     -   744,385.85  2,703,481.44   iFT  1.00006397   +2 16 43.3
 TD1342;UTM  14      - 5,428,687.159   614,261.607   MT  0.99976039   +1 10 45.0
 TD1342
 TD1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1342!SPC ND N     -   0.99996597  x   1.00006397  =   1.00002993
 TD1342!UTM  14      -   0.99996597  x   0.99976039  =   0.99972636
 TD1342
 TD1342:                Primary Azimuth Mark                     Grid Az
 TD1342:SPC ND N     -  BOUNDARY MON 821 CD US                   267 45 09.9
 TD1342:UTM  14      -  BOUNDARY MON 821 CD US                   268 51 08.2
 TD1342
 TD1342|---------------------------------------------------------------------|
 TD1342| PID    Reference Object                     Distance      Geod. Az  |
 TD1342|                                                           dddmmss.s |
 TD1342| TD1341 BOUNDARY MON 821 CD US              APPROX. 1.6 KM 2700153.2 |
 TD1342|---------------------------------------------------------------------|
 TD1342
 TD1342                          SUPERSEDED SURVEY CONTROL
 TD1342
 TD1342  NAD 83(1986)-  49 00 01.79298(N)    097 26 16.00056(W) AD(       ) 3
 TD1342
 TD1342.Superseded values are not recommended for survey control.
 TD1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1342.See file dsdata.txt to determine how the superseded data were derived.
 TD1342
 TD1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1426228687(NAD 83)
 TD1342_MARKER: Z = SEE DESCRIPTION
 TD1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1342+STABILITY: SURFACE MOTION
 TD1342
 TD1342  HISTORY     - Date     Condition        Report By
 TD1342  HISTORY     - 1911     MONUMENTED       IBC
 TD1342  HISTORY     - 1947     GOOD             IBC
 TD1342
 TD1342                          STATION DESCRIPTION
 TD1342
 TD1342'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1342'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1342'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1342'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1342'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1342'
 TD1342'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1342'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1342'---OCTOBER 20, 1818---.
 TD1342'
 TD1342'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1342'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1342'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1342'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1342'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1342'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1342'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1342'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1342'
 TD1342'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1342'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1342'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1342'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1342'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1342'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1342'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1342'AND---CANADA---ON THE WEST SIDE.
 TD1342'
 TD1342'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1342'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1342'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1342'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1342'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1342
 TD1342                          STATION RECOVERY (1947)
 TD1342
 TD1342'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1343 ***********************************************************************
 TD1343  DESIGNATION -  BOUNDARY MON 823 CD US
 TD1343  PID         -  TD1343
 TD1343  STATE/COUNTY-  ND/PEMBINA
 TD1343  USGS QUAD   -  
 TD1343
 TD1343                         *CURRENT SURVEY CONTROL
 TD1343  ___________________________________________________________________
 TD1343* NAD 83(1996)-  49 00 01.79072(N)    097 24 56.68753(W)     ADJUSTED  
 TD1343* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 TD1343  ___________________________________________________________________
 TD1343  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 TD1343  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 TD1343
 TD1343  HORZ ORDER  -  THIRD
 TD1343
 TD1343.The horizontal coordinates were established by classical geodetic methods
 TD1343.and adjusted by the National Geodetic Survey in January 1998..
 TD1343
 TD1343.The orthometric height was scaled from a topographic map.
 TD1343
 TD1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1343
 TD1343.The geoid height was determined by GEOID03.
 TD1343
 TD1343;                    North         East     Units Scale Factor Converg.
 TD1343;SPC ND N     -   226,952.835   825,632.196   MT  1.00006397   +2 17 42.3
 TD1343;SPC ND N     -   744,595.92  2,708,767.05   iFT  1.00006397   +2 17 42.3
 TD1343;UTM  14      - 5,428,720.253   615,873.106   MT  0.99976494   +1 11 44.9
 TD1343
 TD1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1343!SPC ND N     -   0.99996613  x   1.00006397  =   1.00003010
 TD1343!UTM  14      -   0.99996613  x   0.99976494  =   0.99973108
 TD1343
 TD1343:                Primary Azimuth Mark                     Grid Az
 TD1343:SPC ND N     -  BOUNDARY MON 822 CD US                   267 43 27.2
 TD1343:UTM  14      -  BOUNDARY MON 822 CD US                   268 49 24.6
 TD1343
 TD1343|---------------------------------------------------------------------|
 TD1343| PID    Reference Object                     Distance      Geod. Az  |
 TD1343|                                                           dddmmss.s |
 TD1343| TD1342 BOUNDARY MON 822 CD US              APPROX. 1.6 KM 2700109.5 |
 TD1343|---------------------------------------------------------------------|
 TD1343
 TD1343                          SUPERSEDED SURVEY CONTROL
 TD1343
 TD1343  NAD 83(1986)-  49 00 01.78280(N)    097 24 56.67961(W) AD(       ) 3
 TD1343
 TD1343.Superseded values are not recommended for survey control.
 TD1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1343.See file dsdata.txt to determine how the superseded data were derived.
 TD1343
 TD1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1587328720(NAD 83)
 TD1343_MARKER: Z = SEE DESCRIPTION
 TD1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1343+STABILITY: SURFACE MOTION
 TD1343
 TD1343  HISTORY     - Date     Condition        Report By
 TD1343  HISTORY     - 1911     MONUMENTED       IBC
 TD1343  HISTORY     - 1947     GOOD             IBC
 TD1343
 TD1343                          STATION DESCRIPTION
 TD1343
 TD1343'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1343'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1343'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1343'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1343'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1343'
 TD1343'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1343'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1343'---OCTOBER 20, 1818---.
 TD1343'
 TD1343'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1343'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1343'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1343'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1343'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1343'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1343'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1343'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1343'
 TD1343'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1343'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1343'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1343'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1343'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1343'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1343'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1343'AND---CANADA---ON THE WEST SIDE.
 TD1343'
 TD1343'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1343'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1343'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1343'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1343'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1343
 TD1343                          STATION RECOVERY (1947)
 TD1343
 TD1343'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1344 ***********************************************************************
 TD1344  DESIGNATION -  BOUNDARY MON 824 CD US
 TD1344  PID         -  TD1344
 TD1344  STATE/COUNTY-  ND/PEMBINA
 TD1344  USGS QUAD   -  
 TD1344
 TD1344                         *CURRENT SURVEY CONTROL
 TD1344  ___________________________________________________________________
 TD1344* NAD 83(1996)-  49 00 01.76488(N)    097 23 37.30752(W)     ADJUSTED  
 TD1344* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 TD1344  ___________________________________________________________________
 TD1344  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 TD1344  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 TD1344
 TD1344  HORZ ORDER  -  THIRD
 TD1344
 TD1344.The horizontal coordinates were established by classical geodetic methods
 TD1344.and adjusted by the National Geodetic Survey in January 1998..
 TD1344
 TD1344.The orthometric height was scaled from a topographic map.
 TD1344
 TD1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1344
 TD1344.The geoid height was determined by GEOID03.
 TD1344
 TD1344;                    North         East     Units Scale Factor Converg.
 TD1344;SPC ND N     -   227,016.884   827,244.450   MT  1.00006397   +2 18 41.4
 TD1344;SPC ND N     -   744,806.05  2,714,056.59   iFT  1.00006397   +2 18 41.4
 TD1344;UTM  14      - 5,428,753.352   617,485.813   MT  0.99976957   +1 12 44.8
 TD1344
 TD1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1344!SPC ND N     -   0.99996598  x   1.00006397  =   1.00002995
 TD1344!UTM  14      -   0.99996598  x   0.99976957  =   0.99973556
 TD1344
 TD1344:                Primary Azimuth Mark                     Grid Az
 TD1344:SPC ND N     -  DEN                                      224 25 46.2
 TD1344:UTM  14      -  DEN                                      225 31 42.8
 TD1344
 TD1344|---------------------------------------------------------------------|
 TD1344| PID    Reference Object                     Distance      Geod. Az  |
 TD1344|                                                           dddmmss.s |
 TD1344| TD1282 DEN                                 APPROX. 2.7 KM 2264427.6 |
 TD1344|---------------------------------------------------------------------|
 TD1344
 TD1344                          SUPERSEDED SURVEY CONTROL
 TD1344
 TD1344  NAD 83(1986)-  49 00 01.75680(N)    097 23 37.29954(W) AD(       ) 3
 TD1344
 TD1344.Superseded values are not recommended for survey control.
 TD1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1344.See file dsdata.txt to determine how the superseded data were derived.
 TD1344
 TD1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1748628753(NAD 83)
 TD1344_MARKER: Z = SEE DESCRIPTION
 TD1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1344_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1344+STABILITY: SURFACE MOTION
 TD1344
 TD1344  HISTORY     - Date     Condition        Report By
 TD1344  HISTORY     - 1911     MONUMENTED       IBC
 TD1344  HISTORY     - 1947     GOOD             IBC
 TD1344
 TD1344                          STATION DESCRIPTION
 TD1344
 TD1344'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1344'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1344'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1344'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1344'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1344'
 TD1344'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1344'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1344'---OCTOBER 20, 1818---.
 TD1344'
 TD1344'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1344'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1344'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1344'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1344'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1344'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1344'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1344'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1344'
 TD1344'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1344'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1344'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1344'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1344'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1344'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1344'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1344'AND---CANADA---ON THE WEST SIDE.
 TD1344'
 TD1344'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1344'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1344'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1344'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1344'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1344
 TD1344                          STATION RECOVERY (1947)
 TD1344
 TD1344'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1345 ***********************************************************************
 TD1345  DESIGNATION -  BOUNDARY MON 825 CD US
 TD1345  PID         -  TD1345
 TD1345  STATE/COUNTY-  ND/PEMBINA
 TD1345  USGS QUAD   -  
 TD1345
 TD1345                         *CURRENT SURVEY CONTROL
 TD1345  ___________________________________________________________________
 TD1345* NAD 83(1996)-  49 00 01.70167(N)    097 22 17.98540(W)     ADJUSTED  
 TD1345* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 TD1345  ___________________________________________________________________
 TD1345  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 TD1345  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 TD1345
 TD1345  HORZ ORDER  -  THIRD
 TD1345
 TD1345.The horizontal coordinates were established by classical geodetic methods
 TD1345.and adjusted by the National Geodetic Survey in January 1998..
 TD1345
 TD1345.The orthometric height was scaled from a topographic map.
 TD1345
 TD1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1345
 TD1345.The geoid height was determined by GEOID03.
 TD1345
 TD1345;                    North         East     Units Scale Factor Converg.
 TD1345;SPC ND N     -   227,080.193   828,855.557   MT  1.00006397   +2 19 40.4
 TD1345;SPC ND N     -   745,013.76  2,719,342.38   iFT  1.00006397   +2 19 40.4
 TD1345;UTM  14      - 5,428,785.741   619,097.367   MT  0.99977425   +1 13 44.7
 TD1345
 TD1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1345!SPC ND N     -   0.99996630  x   1.00006397  =   1.00003027
 TD1345!UTM  14      -   0.99996630  x   0.99977425  =   0.99974056
 TD1345
 TD1345:                Primary Azimuth Mark                     Grid Az
 TD1345:SPC ND N     -  BOUNDARY MON 824 CD US                   267 44 59.4
 TD1345:UTM  14      -  BOUNDARY MON 824 CD US                   268 50 55.1
 TD1345
 TD1345|---------------------------------------------------------------------|
 TD1345| PID    Reference Object                     Distance      Geod. Az  |
 TD1345|                                                           dddmmss.s |
 TD1345| TD1344 BOUNDARY MON 824 CD US              APPROX. 1.6 KM 2700439.8 |
 TD1345|---------------------------------------------------------------------|
 TD1345
 TD1345                          SUPERSEDED SURVEY CONTROL
 TD1345
 TD1345  NAD 83(1986)-  49 00 01.69344(N)    097 22 17.97738(W) AD(       ) 3
 TD1345
 TD1345.Superseded values are not recommended for survey control.
 TD1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1345.See file dsdata.txt to determine how the superseded data were derived.
 TD1345
 TD1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1909728786(NAD 83)
 TD1345_MARKER: Z = SEE DESCRIPTION
 TD1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1345+STABILITY: SURFACE MOTION
 TD1345
 TD1345  HISTORY     - Date     Condition        Report By
 TD1345  HISTORY     - 1911     MONUMENTED       IBC
 TD1345  HISTORY     - 1947     GOOD             IBC
 TD1345
 TD1345                          STATION DESCRIPTION
 TD1345
 TD1345'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1345'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1345'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1345'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1345'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1345'
 TD1345'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1345'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1345'---OCTOBER 20, 1818---.
 TD1345'
 TD1345'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1345'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1345'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1345'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1345'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1345'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1345'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1345'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1345'
 TD1345'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1345'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1345'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1345'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1345'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1345'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1345'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1345'AND---CANADA---ON THE WEST SIDE.
 TD1345'
 TD1345'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1345'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1345'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1345'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1345'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1345
 TD1345                          STATION RECOVERY (1947)
 TD1345
 TD1345'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1345'RECOVERED LEANING IN 1946 AND 1947.  REPLUMBED IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1346 ***********************************************************************
 TD1346  DESIGNATION -  BOUNDARY MON 826 CD US
 TD1346  PID         -  TD1346
 TD1346  STATE/COUNTY-  ND/PEMBINA
 TD1346  USGS QUAD   -  
 TD1346
 TD1346                         *CURRENT SURVEY CONTROL
 TD1346  ___________________________________________________________________
 TD1346* NAD 83(1996)-  49 00 01.72912(N)    097 20 58.67604(W)     ADJUSTED  
 TD1346* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 TD1346  ___________________________________________________________________
 TD1346  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 TD1346  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 TD1346
 TD1346  HORZ ORDER  -  THIRD
 TD1346
 TD1346.The horizontal coordinates were established by classical geodetic methods
 TD1346.and adjusted by the National Geodetic Survey in January 1998..
 TD1346
 TD1346.The orthometric height was scaled from a topographic map.
 TD1346
 TD1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1346
 TD1346.The geoid height was determined by GEOID03.
 TD1346
 TD1346;                    North         East     Units Scale Factor Converg.
 TD1346;SPC ND N     -   227,146.751   830,466.272   MT  1.00006397   +2 20 39.5
 TD1346;SPC ND N     -   745,232.12  2,724,626.88   iFT  1.00006397   +2 20 39.5
 TD1346;UTM  14      - 5,428,821.391   620,708.600   MT  0.99977900   +1 14 44.5
 TD1346
 TD1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1346!SPC ND N     -   0.99996630  x   1.00006397  =   1.00003027
 TD1346!UTM  14      -   0.99996630  x   0.99977900  =   0.99974531
 TD1346
 TD1346:                Primary Azimuth Mark                     Grid Az
 TD1346:SPC ND N     -  BOUNDARY MON 825 CD US                   267 38 01.9
 TD1346:UTM  14      -  BOUNDARY MON 825 CD US                   268 43 56.9
 TD1346
 TD1346|---------------------------------------------------------------------|
 TD1346| PID    Reference Object                     Distance      Geod. Az  |
 TD1346|                                                           dddmmss.s |
 TD1346| TD1345 BOUNDARY MON 825 CD US              APPROX. 1.6 KM 2695841.4 |
 TD1346|---------------------------------------------------------------------|
 TD1346
 TD1346                          SUPERSEDED SURVEY CONTROL
 TD1346
 TD1346  NAD 83(1986)-  49 00 01.72076(N)    097 20 58.66799(W) AD(       ) 3
 TD1346
 TD1346.Superseded values are not recommended for survey control.
 TD1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1346.See file dsdata.txt to determine how the superseded data were derived.
 TD1346
 TD1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2070928821(NAD 83)
 TD1346_MARKER: Z = SEE DESCRIPTION
 TD1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1346+STABILITY: SURFACE MOTION
 TD1346
 TD1346  HISTORY     - Date     Condition        Report By
 TD1346  HISTORY     - 1911     MONUMENTED       IBC
 TD1346  HISTORY     - 1946     GOOD             IBC
 TD1346
 TD1346                          STATION DESCRIPTION
 TD1346
 TD1346'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1346'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1346'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1346'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1346'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1346'
 TD1346'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1346'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1346'---OCTOBER 20, 1818---.
 TD1346'
 TD1346'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1346'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1346'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1346'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1346'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1346'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1346'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1346'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1346'
 TD1346'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1346'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1346'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1346'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1346'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1346'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1346'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1346'AND---CANADA---ON THE WEST SIDE.
 TD1346'
 TD1346'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1346'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1346'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1346'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1346'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1346
 TD1346                          STATION RECOVERY (1946)
 TD1346
 TD1346'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (RKL)
 TD1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1257 ***********************************************************************
 TD1257  DESIGNATION -  BOUNDARY MON 827 CD US
 TD1257  PID         -  TD1257
 TD1257  STATE/COUNTY-  ND/PEMBINA
 TD1257  USGS QUAD   -  
 TD1257
 TD1257                         *CURRENT SURVEY CONTROL
 TD1257  ___________________________________________________________________
 TD1257* NAD 83(1996)-  49 00 01.71039(N)    097 19 39.47396(W)     ADJUSTED  
 TD1257* NAVD 88     -       242.6    (meters)     796.     (feet)  VERTCON   
 TD1257  ___________________________________________________________________
 TD1257  X           -    -534,728.507 (meters)                     COMP
 TD1257  Y           -  -4,158,296.578 (meters)                     COMP
 TD1257  Z           -   4,790,756.490 (meters)                     COMP
 TD1257  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 TD1257  ELLIP HEIGHT-         216.08  (meters)          (03/16/99) GPS OBS
 TD1257  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 TD1257
 TD1257  HORZ ORDER  -  FIRST
 TD1257  ELLP ORDER  -  FOURTH    CLASS I
 TD1257
 TD1257.The horizontal coordinates were established by GPS observations
 TD1257.and adjusted by the National Geodetic Survey in January 1998..
 TD1257
 TD1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1257
 TD1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1257
 TD1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1257
 TD1257.The ellipsoidal height was determined by GPS observations
 TD1257.and is referenced to NAD 83.
 TD1257
 TD1257.The geoid height was determined by GEOID03.
 TD1257
 TD1257;                    North         East     Units Scale Factor Converg.
 TD1257;SPC ND N     -   227,212.255   832,074.849   MT  1.00006397   +2 21 38.4
 TD1257;SPC ND N     -   745,447.03  2,729,904.36   iFT  1.00006397   +2 21 38.4
 TD1257;SPC MN N     -   386,469.694   490,779.570   MT  1.00011053   -3 08 01.0
 TD1257;UTM  14      - 5,428,856.036   622,317.681   MT  0.99978380   +1 15 44.3
 TD1257
 TD1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1257!SPC ND N     -   0.99996614  x   1.00006397  =   1.00003011
 TD1257!SPC MN N     -   0.99996614  x   1.00011053  =   1.00007666
 TD1257!UTM  14      -   0.99996614  x   0.99978380  =   0.99974995
 TD1257
 TD1257:                Primary Azimuth Mark                     Grid Az
 TD1257:SPC ND N     -  BOUNDARY MON 826 CD US                   267 40 05.6
 TD1257:SPC MN N     -  BOUNDARY MON 826 CD US                   273 09 45.0
 TD1257:UTM  14      -  BOUNDARY MON 826 CD US                   268 45 59.7
 TD1257
 TD1257|---------------------------------------------------------------------|
 TD1257| PID    Reference Object                     Distance      Geod. Az  |
 TD1257|                                                           dddmmss.s |
 TD1257| TD1346 BOUNDARY MON 826 CD US              APPROX. 1.6 KM 2700144.0 |
 TD1257|---------------------------------------------------------------------|
 TD1257
 TD1257                          SUPERSEDED SURVEY CONTROL
 TD1257
 TD1257  ELLIP H (01/23/98)  216.07   (m)                       GP(       ) 4 1
 TD1257  NAD 83(1986)-  49 00 01.70185(N)    097 19 39.46588(W) AD(       ) 1
 TD1257  NGVD 29 (08/25/89)  242.2    (m)          795.     (f) GPS OBS        
 TD1257
 TD1257.Superseded values are not recommended for survey control.
 TD1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1257.See file dsdata.txt to determine how the superseded data were derived.
 TD1257
 TD1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2231828856(NAD 83)
 TD1257_MARKER: DU = BOUNDARY MARKER
 TD1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TD1257+STABILITY: POSITION/ELEVATION WELL
 TD1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1257+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1988
 TD1257
 TD1257  HISTORY     - Date     Condition        Report By
 TD1257  HISTORY     - 1911     MONUMENTED       IBC
 TD1257  HISTORY     - 1911     GOOD             IBC
 TD1257  HISTORY     - 1946     GOOD             IBC
 TD1257  HISTORY     - 19880920 GOOD             NGS
 TD1257
 TD1257                          STATION DESCRIPTION
 TD1257
 TD1257'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1257'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1257'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1257'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1257'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1257'
 TD1257'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1257'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1257'---OCTOBER 20, 1818---.
 TD1257'
 TD1257'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1257'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1257'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1257'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1257'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1257'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1257'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1257'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1257'
 TD1257'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1257'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1257'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1257'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1257'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1257'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1257'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1257'AND---CANADA---ON THE WEST SIDE.
 TD1257'
 TD1257'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1257'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1257'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1257'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1257'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1257
 TD1257                          STATION RECOVERY (1911)
 TD1257
 TD1257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1911
 TD1257'RECOVERED IN GOOD CONDITION.
 TD1257
 TD1257                          STATION RECOVERY (1946)
 TD1257
 TD1257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (RKL)
 TD1257'RECOVERED IN GOOD CONDITION.
 TD1257
 TD1257                          STATION RECOVERY (1988)
 TD1257
 TD1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TD1257'THE MONUMENT IS LOCATED ABOUT 6.43 KM (4.00 MI) NORTHWEST OF PEMBINA
 TD1257'AND ABOUT 6.03 KM (3.75 MI) WEST OF THE PEMBINA, NORTH DAKOTA -
 TD1257'EMERSON, MANITOBA BORDER CROSSING.
 TD1257'TO REACH THE MONUMENT FROM CANADIAN COSTOMS AT EMERSON, MANITOBA, GO
 TD1257'NORTH TOWARDS WINNIPEG ON PROVINCIAL HIGHWAY 75 FOR 1.93 KM (1.20 MI)
 TD1257'TO THE JUNCTION OF PROVINCIAL ROAD 243 ON THE LEFT.  TURN LEFT AND GO
 TD1257'WEST ON PROVINCIAL ROAD 243, GRAVEL, FOR 5.79 KM (3.60 MI) TO A
 TD1257'GRAVEL CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.97
 TD1257'KM (0.60 MI) TO A DRIVEWAY AT THE BYRON AND JOANN HEINRICHS FARM.
 TD1257'CONTINUE SOUTH ON A TRACK ROAD FOR 0.64 KM (0.40 MI) TO A DIRT T-ROAD
 TD1257'AT THE BOUNDARY.  TURN RIGHT AND GO WEST ALONG THE CANADIAN SIDE OF
 TD1257'THE BOUNDARY ON THE DIRT ROAD FOR 0.24 KM (0.15 MI) TO THE MONUMENT
 TD1257'ON THE LEFT.
 TD1257'THE MONUMENT IS A CAST-IRON OBELISK WHICH PROJECTS ABOUT 0.86 M
 TD1257'(2.8 FT) ABOVE THE GROUND.  INSCRIBED ON THE OBELISK IN RAISED, CAST
 TD1257'LETTERS IS --CONVENTION OF LONDON-- ON THE NORTH SIDE AND --OCTOBER
 TD1257'20TH 1818-- ON THE SOUTH SIDE.  THE NUMBER --827-- IS DRILLED NEAR
 TD1257'THE TOP OF THE EAST SIDE OF THE OBELISK.
 TD1257'THE POINT POSITIONED IS THE APEX OF THE OBELISK.
 TD1257'TYPE BY M.L.B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1347 ***********************************************************************
 TD1347  DESIGNATION -  BOUNDARY MON 828 CD US
 TD1347  PID         -  TD1347
 TD1347  STATE/COUNTY-  ND/PEMBINA
 TD1347  USGS QUAD   -  
 TD1347
 TD1347                         *CURRENT SURVEY CONTROL
 TD1347  ___________________________________________________________________
 TD1347* NAD 83(1996)-  49 00 01.75563(N)    097 18 20.27479(W)     ADJUSTED  
 TD1347* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 TD1347  ___________________________________________________________________
 TD1347  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 TD1347  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 TD1347
 TD1347  HORZ ORDER  -  THIRD
 TD1347
 TD1347.The horizontal coordinates were established by classical geodetic methods
 TD1347.and adjusted by the National Geodetic Survey in January 1998..
 TD1347
 TD1347.The orthometric height was scaled from a topographic map.
 TD1347
 TD1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1347
 TD1347.The geoid height was determined by GEOID03.
 TD1347
 TD1347;                    North         East     Units Scale Factor Converg.
 TD1347;SPC ND N     -   227,280.190   833,683.265   MT  1.00006397   +2 22 37.3
 TD1347;SPC ND N     -   745,669.91  2,735,181.32   iFT  1.00006397   +2 22 37.3
 TD1347;SPC MN N     -   386,383.313   492,387.176   MT  1.00011054   -3 07 02.3
 TD1347;UTM  14      - 5,428,893.121   623,926.657   MT  0.99978867   +1 16 44.1
 TD1347
 TD1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1347!SPC ND N     -   0.99996632  x   1.00006397  =   1.00003028
 TD1347!SPC MN N     -   0.99996632  x   1.00011054  =   1.00007685
 TD1347!UTM  14      -   0.99996632  x   0.99978867  =   0.99975499
 TD1347
 TD1347:                Primary Azimuth Mark                     Grid Az
 TD1347:SPC ND N     -  BOUNDARY MON 827 CD US                   267 34 53.5
 TD1347:SPC MN N     -  BOUNDARY MON 827 CD US                   273 04 33.1
 TD1347:UTM  14      -  BOUNDARY MON 827 CD US                   268 40 46.7
 TD1347
 TD1347|---------------------------------------------------------------------|
 TD1347| PID    Reference Object                     Distance      Geod. Az  |
 TD1347|                                                           dddmmss.s |
 TD1347| TD1257 BOUNDARY MON 827 CD US              APPROX. 1.6 KM 2695730.8 |
 TD1347|---------------------------------------------------------------------|
 TD1347
 TD1347                          SUPERSEDED SURVEY CONTROL
 TD1347
 TD1347  NAD 83(1986)-  49 00 01.74680(N)    097 18 20.26665(W) AD(       ) 3
 TD1347
 TD1347.Superseded values are not recommended for survey control.
 TD1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1347.See file dsdata.txt to determine how the superseded data were derived.
 TD1347
 TD1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2392728893(NAD 83)
 TD1347_MARKER: Z = SEE DESCRIPTION
 TD1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1347+STABILITY: SURFACE MOTION
 TD1347
 TD1347  HISTORY     - Date     Condition        Report By
 TD1347  HISTORY     - 1911     MONUMENTED       IBC
 TD1347  HISTORY     - 1946     GOOD             IBC
 TD1347
 TD1347                          STATION DESCRIPTION
 TD1347
 TD1347'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1347'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1347'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1347'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1347'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1347'
 TD1347'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1347'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1347'---OCTOBER 20, 1818---.
 TD1347'
 TD1347'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1347'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1347'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1347'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1347'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1347'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1347'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1347'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1347'
 TD1347'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1347'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1347'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1347'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1347'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1347'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1347'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1347'AND---CANADA---ON THE WEST SIDE.
 TD1347'
 TD1347'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1347'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1347'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1347'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1347'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1347
 TD1347                          STATION RECOVERY (1946)
 TD1347
 TD1347'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (RKL)
 TD1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1348 ***********************************************************************
 TD1348  DESIGNATION -  BOUNDARY MON 829 CD US
 TD1348  PID         -  TD1348
 TD1348  STATE/COUNTY-  ND/PEMBINA
 TD1348  USGS QUAD   -  
 TD1348
 TD1348                         *CURRENT SURVEY CONTROL
 TD1348  ___________________________________________________________________
 TD1348* NAD 83(1996)-  49 00 01.68871(N)    097 17 01.07707(W)     ADJUSTED  
 TD1348* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 TD1348  ___________________________________________________________________
 TD1348  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TD1348  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 TD1348
 TD1348  HORZ ORDER  -  THIRD
 TD1348
 TD1348.The horizontal coordinates were established by classical geodetic methods
 TD1348.and adjusted by the National Geodetic Survey in January 1998..
 TD1348
 TD1348.The orthometric height was scaled from a topographic map.
 TD1348
 TD1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1348
 TD1348.The geoid height was determined by GEOID03.
 TD1348
 TD1348;                    North         East     Units Scale Factor Converg.
 TD1348;SPC ND N     -   227,345.122   835,291.777   MT  1.00006397   +2 23 36.3
 TD1348;SPC ND N     -   745,882.95  2,740,458.59   iFT  1.00006397   +2 23 36.3
 TD1348;SPC MN N     -   386,293.931   493,994.590   MT  1.00011053   -3 06 03.6
 TD1348;UTM  14      - 5,428,927.209   625,535.679   MT  0.99979360   +1 17 43.9
 TD1348
 TD1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1348!SPC ND N     -   0.99996632  x   1.00006397  =   1.00003029
 TD1348!SPC MN N     -   0.99996632  x   1.00011053  =   1.00007685
 TD1348!UTM  14      -   0.99996632  x   0.99979360  =   0.99975993
 TD1348
 TD1348:                Primary Azimuth Mark                     Grid Az
 TD1348:SPC ND N     -  BOUNDARY MON 828 CD US                   267 41 18.5
 TD1348:SPC MN N     -  BOUNDARY MON 828 CD US                   273 10 58.4
 TD1348:UTM  14      -  BOUNDARY MON 828 CD US                   268 47 10.9
 TD1348
 TD1348|---------------------------------------------------------------------|
 TD1348| PID    Reference Object                     Distance      Geod. Az  |
 TD1348|                                                           dddmmss.s |
 TD1348| TD1347 BOUNDARY MON 828 CD US              APPROX. 1.6 KM 2700454.8 |
 TD1348|---------------------------------------------------------------------|
 TD1348
 TD1348                          SUPERSEDED SURVEY CONTROL
 TD1348
 TD1348  NAD 83(1986)-  49 00 01.67952(N)    097 17 01.06890(W) AD(       ) 3
 TD1348
 TD1348.Superseded values are not recommended for survey control.
 TD1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1348.See file dsdata.txt to determine how the superseded data were derived.
 TD1348
 TD1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2553628927(NAD 83)
 TD1348_MARKER: Z = SEE DESCRIPTION
 TD1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1348_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1348+STABILITY: SURFACE MOTION
 TD1348
 TD1348  HISTORY     - Date     Condition        Report By
 TD1348  HISTORY     - 1911     MONUMENTED       IBC
 TD1348  HISTORY     - 1946     GOOD             IBC
 TD1348
 TD1348                          STATION DESCRIPTION
 TD1348
 TD1348'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1348'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1348'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1348'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1348'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1348'
 TD1348'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1348'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1348'---OCTOBER 20, 1818---.
 TD1348'
 TD1348'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1348'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1348'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1348'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1348'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1348'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1348'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1348'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1348'
 TD1348'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1348'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1348'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1348'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1348'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1348'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1348'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1348'AND---CANADA---ON THE WEST SIDE.
 TD1348'
 TD1348'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1348'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1348'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1348'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1348'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1348
 TD1348                          STATION RECOVERY (1946)
 TD1348
 TD1348'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1946 (RKL)
 TD1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1349 ***********************************************************************
 TD1349  DESIGNATION -  BOUNDARY MON 830 CD US
 TD1349  PID         -  TD1349
 TD1349  STATE/COUNTY-  ND/PEMBINA
 TD1349  USGS QUAD   -  
 TD1349
 TD1349                         *CURRENT SURVEY CONTROL
 TD1349  ___________________________________________________________________
 TD1349* NAD 83(1996)-  49 00 01.67761(N)    097 15 41.86160(W)     ADJUSTED  
 TD1349* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 TD1349  ___________________________________________________________________
 TD1349  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 TD1349  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 TD1349
 TD1349  HORZ ORDER  -  THIRD
 TD1349
 TD1349.The horizontal coordinates were established by classical geodetic methods
 TD1349.and adjusted by the National Geodetic Survey in January 1998..
 TD1349
 TD1349.The orthometric height was scaled from a topographic map.
 TD1349
 TD1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1349
 TD1349.The geoid height was determined by GEOID03.
 TD1349
 TD1349;                    North         East     Units Scale Factor Converg.
 TD1349;SPC ND N     -   227,412.252   836,900.559   MT  1.00006396   +2 24 35.2
 TD1349;SPC ND N     -   746,103.19  2,745,736.74   iFT  1.00006396   +2 24 35.2
 TD1349;SPC MN N     -   386,206.709   495,602.483   MT  1.00011053   -3 05 04.9
 TD1349;UTM  14      - 5,428,963.495   627,145.021   MT  0.99979859   +1 18 43.7
 TD1349
 TD1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1349!SPC ND N     -   0.99996633  x   1.00006396  =   1.00003029
 TD1349!SPC MN N     -   0.99996633  x   1.00011053  =   1.00007685
 TD1349!UTM  14      -   0.99996633  x   0.99979859  =   0.99976492
 TD1349
 TD1349:                Primary Azimuth Mark                     Grid Az
 TD1349:SPC ND N     -  BOUNDARY MON 829 CD US                   267 36 38.6
 TD1349:SPC MN N     -  BOUNDARY MON 829 CD US                   273 06 18.7
 TD1349:UTM  14      -  BOUNDARY MON 829 CD US                   268 42 30.1
 TD1349
 TD1349|---------------------------------------------------------------------|
 TD1349| PID    Reference Object                     Distance      Geod. Az  |
 TD1349|                                                           dddmmss.s |
 TD1349| TD1348 BOUNDARY MON 829 CD US              APPROX. 1.6 KM 2700113.8 |
 TD1349|---------------------------------------------------------------------|
 TD1349
 TD1349                          SUPERSEDED SURVEY CONTROL
 TD1349
 TD1349  NAD 83(1986)-  49 00 01.66811(N)    097 15 41.85339(W) AD(       ) 3
 TD1349
 TD1349.Superseded values are not recommended for survey control.
 TD1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1349.See file dsdata.txt to determine how the superseded data were derived.
 TD1349
 TD1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2714528963(NAD 83)
 TD1349_MARKER: Z = SEE DESCRIPTION
 TD1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1349+STABILITY: SURFACE MOTION
 TD1349
 TD1349  HISTORY     - Date     Condition        Report By
 TD1349  HISTORY     - 1911     MONUMENTED       IBC
 TD1349  HISTORY     - 1963     GOOD             IBC
 TD1349
 TD1349                          STATION DESCRIPTION
 TD1349
 TD1349'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1349'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1349'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1349'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1349'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1349'
 TD1349'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1349'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1349'---OCTOBER 20, 1818---.
 TD1349'
 TD1349'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1349'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1349'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1349'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1349'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1349'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1349'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1349'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1349'
 TD1349'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1349'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1349'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1349'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1349'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1349'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1349'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1349'AND---CANADA---ON THE WEST SIDE.
 TD1349'
 TD1349'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1349'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1349'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1349'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1349'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1349
 TD1349                          STATION RECOVERY (1963)
 TD1349
 TD1349'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1349'RECOVERED IN GOOD CONDITION IN 1946 AND 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1350 ***********************************************************************
 TD1350  DESIGNATION -  BOUNDARY MON 831 CD US
 TD1350  PID         -  TD1350
 TD1350  STATE/COUNTY-  ND/PEMBINA
 TD1350  USGS QUAD   -  
 TD1350
 TD1350                         *CURRENT SURVEY CONTROL
 TD1350  ___________________________________________________________________
 TD1350* NAD 83(1996)-  49 00 01.66768(N)    097 14 22.60847(W)     ADJUSTED  
 TD1350* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 TD1350  ___________________________________________________________________
 TD1350  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TD1350  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1350
 TD1350  HORZ ORDER  -  THIRD
 TD1350
 TD1350.The horizontal coordinates were established by classical geodetic methods
 TD1350.and adjusted by the National Geodetic Survey in January 1998..
 TD1350
 TD1350.The orthometric height was scaled from a topographic map.
 TD1350
 TD1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1350
 TD1350.The geoid height was determined by GEOID03.
 TD1350
 TD1350;                    North         East     Units Scale Factor Converg.
 TD1350;SPC ND N     -   227,479.909   838,510.085   MT  1.00006396   +2 25 34.2
 TD1350;SPC ND N     -   746,325.16  2,751,017.34   iFT  1.00006396   +2 25 34.2
 TD1350;SPC MN N     -   386,119.939   497,211.167   MT  1.00011053   -3 04 06.1
 TD1350;UTM  14      - 5,429,000.302   628,755.124   MT  0.99980366   +1 19 43.6
 TD1350
 TD1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1350!SPC ND N     -   0.99996649  x   1.00006396  =   1.00003045
 TD1350!SPC MN N     -   0.99996649  x   1.00011053  =   1.00007702
 TD1350!UTM  14      -   0.99996649  x   0.99980366  =   0.99977016
 TD1350
 TD1350|---------------------------------------------------------------------|
 TD1350| PID    Reference Object                     Distance      Geod. Az  |
 TD1350|                                                           dddmmss.s |
 TD1350| TD1351 BOUNDARY MON 832 CD US              116.104 METERS 09001     |
 TD1350| TD1349 BOUNDARY MON 830 CD US              APPROX. 1.6 KM 2700109.2 |
 TD1350|---------------------------------------------------------------------|
 TD1350
 TD1350                          SUPERSEDED SURVEY CONTROL
 TD1350
 TD1350  NAD 83(1986)-  49 00 01.65799(N)    097 14 22.60039(W) AD(       ) 3
 TD1350
 TD1350.Superseded values are not recommended for survey control.
 TD1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1350.See file dsdata.txt to determine how the superseded data were derived.
 TD1350
 TD1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2875529000(NAD 83)
 TD1350_MARKER: Z = SEE DESCRIPTION
 TD1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1350_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1350+STABILITY: SURFACE MOTION
 TD1350
 TD1350  HISTORY     - Date     Condition        Report By
 TD1350  HISTORY     - 1911     MONUMENTED       IBC
 TD1350  HISTORY     - 1976     GOOD             IBC
 TD1350
 TD1350                          STATION DESCRIPTION
 TD1350
 TD1350'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1350'THE GENERAL TYPE OF CAST - IRON MONUMENT OF 1872-76 ARE HOLLOW IRON
 TD1350'CASTINGS IN THE FORM OF A TRUNCATED PYRAMID 8 FEET HIGH, 8 INCHES
 TD1350'SQUARE AT THE BOTTOM, 4 INCHES SQUARE AT THE TOP, WITH A SOLID
 TD1350'PYRAMIDAL CAP,  AND A HEAVY FLANGE AT THE BOTTOM.
 TD1350'
 TD1350'UPON OPPOSITE FACES, THE SOUTH AND THE NORTH, ARE CAST, IN RAISED
 TD1350'LETTERS 2 INCHES HIGH, THE INSCRIPTIONS---CONVENTION OF LONDON---AND
 TD1350'---OCTOBER 20, 1818---.
 TD1350'
 TD1350'THESE MONUMENTS HAD BEEN SET ALONG THE SOUTHERN BOUNDARY OF MANITOBA
 TD1350'BY THE COMMISSION OF 1872-76.  EIGHTY FIVE OF THESE, CORRESPONDING TO
 TD1350'THE PRESENT NUMBERING 748 TO 832, WERE SET WEST OF RED RIVER.  ABOUT
 TD1350'60 WERE FOUND TO BE IN GOOD CONDITION IN 1911.  THEY WERE FILLED WITH
 TD1350'CONCRETE AND RESET IN CONCRETE BASES WITH THE TOP OF THE OBELISK 5
 TD1350'FEET ABOVE THE GROUND.  THE BROKEN ONES AND ALSO THOSE THAT HAD
 TD1350'ORIGINALLY BEEN SET EAST OF RED RIVER WERE DESTROYED AND REPLACED BY
 TD1350'NEW CAST - IRON MONUMENTS OF THE STYLE MADE IN 1908-13.
 TD1350'
 TD1350'THE MONUMENTS CAST IN 1908-13, BEARS THE FOLLOWING INSCRIPTIONS, CAST
 TD1350'IN RAISED LETTERS--ON THE NORTH FACE---CANADA---, ON THE SOUTH FACE
 TD1350'---UNITED STATES---, ON THE EAST FACE---CONVENTION OF 1818---, ON THE
 TD1350'WEST FACE---TREATY OF 1908---.  THE INSCRIPTIONS READ VERTICALLY FROM
 TD1350'BOTTOM TO TOP.  THE NUMBER OF THE MONUMENT IS OUTLINED WITH DRILL
 TD1350'HOLES TO THE FACE OF THE SHAFT.  THE MONUMENTS SET IN THE---MERIDIAN
 TD1350'LINE---WERE TURNED SO THAT---UNITED STATES---APPEARS ON THE EAST SIDE
 TD1350'AND---CANADA---ON THE WEST SIDE.
 TD1350'
 TD1350'THESE MONUMENTS WERE FILLED WITH CONCRETE AND SET IN CONCRETE BASES
 TD1350'WITH THE TOP OF THE SHAFT 5 FEET ABOVE THE GROUND.  THEY WERE USED IN
 TD1350'1908-13 TO MARK THE LINE FROM MONUMENT 303 EASTWARD TO THE
 TD1350'NORTHWESTERNMOST POINT OF LAKE OF THE WOODS EXCEPT WHERE THE
 TD1350'CAST - IRON MONUMENTS OF 1872-76 WERE RESET AS HERETOFORE DESCRIBED.
 TD1350
 TD1350                          STATION RECOVERY (1976)
 TD1350
 TD1350'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1350'RECOVERED IN GOOD CONDITION IN 1946, 1963, 1965, 1975 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1352 ***********************************************************************
 TD1352  DESIGNATION -  BOUNDARY MON 832 63
 TD1352  PID         -  TD1352
 TD1352  STATE/COUNTY-  ND/PEMBINA
 TD1352  USGS QUAD   -  
 TD1352
 TD1352                         *CURRENT SURVEY CONTROL
 TD1352  ___________________________________________________________________
 TD1352* NAD 83(1996)-  49 00 01.66916(N)    097 14 15.46798(W)     ADJUSTED  
 TD1352* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 TD1352  ___________________________________________________________________
 TD1352  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TD1352  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1352
 TD1352  HORZ ORDER  -  THIRD
 TD1352
 TD1352.The horizontal coordinates were established by classical geodetic methods
 TD1352.and adjusted by the National Geodetic Survey in January 1998..
 TD1352
 TD1352.The orthometric height was scaled from a topographic map.
 TD1352
 TD1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1352
 TD1352.The geoid height was determined by GEOID03.
 TD1352
 TD1352;                    North         East     Units Scale Factor Converg.
 TD1352;SPC ND N     -   227,486.101   838,655.095   MT  1.00006396   +2 25 39.5
 TD1352;SPC ND N     -   746,345.48  2,751,493.09   iFT  1.00006396   +2 25 39.5
 TD1352;SPC MN N     -   386,112.218   497,356.110   MT  1.00011053   -3 04 00.8
 TD1352;UTM  14      - 5,429,003.714   628,900.188   MT  0.99980412   +1 19 49.0
 TD1352
 TD1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1352!SPC ND N     -   0.99996649  x   1.00006396  =   1.00003045
 TD1352!SPC MN N     -   0.99996649  x   1.00011053  =   1.00007702
 TD1352!UTM  14      -   0.99996649  x   0.99980412  =   0.99977062
 TD1352
 TD1352|---------------------------------------------------------------------|
 TD1352| PID    Reference Object                     Distance      Geod. Az  |
 TD1352|                                                           dddmmss.s |
 TD1352| TD1353 BOUNDARY MON 832 A                  170.537 METERS 09005     |
 TD1352| TD1350 BOUNDARY MON 831 CD US              145.133 METERS 26959     |
 TD1352|---------------------------------------------------------------------|
 TD1352
 TD1352                          SUPERSEDED SURVEY CONTROL
 TD1352
 TD1352  NAD 83(1986)-  49 00 01.65945(N)    097 14 15.45992(W) AD(       ) 3
 TD1352
 TD1352.Superseded values are not recommended for survey control.
 TD1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1352.See file dsdata.txt to determine how the superseded data were derived.
 TD1352
 TD1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2890029004(NAD 83)
 TD1352_MARKER: Z = SEE DESCRIPTION
 TD1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1352+STABILITY: SURFACE MOTION
 TD1352
 TD1352  HISTORY     - Date     Condition        Report By
 TD1352  HISTORY     - 1963     MONUMENTED       IBC
 TD1352  HISTORY     - 1976     GOOD             IBC
 TD1352
 TD1352                          STATION DESCRIPTION
 TD1352
 TD1352'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1963 (DWF)
 TD1352'MONUMENT 832 AT EMERSON WAS MOVED FROM THE RAILROAD RIGHT OF WAY TO
 TD1352'THE BOULEVARD AT THE HIGHWAY CROSSING.  THE CONCRETE WAS CHIPPED OFF
 TD1352'THE MONUMENT TO FACILITATE ITS TRANSPORTATION.  A BASE WAS CONSTRUCTED
 TD1352'AT THE MONUMENTS NEW SITE.
 TD1352
 TD1352                          STATION RECOVERY (1976)
 TD1352
 TD1352'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 TD1352'RECOVERED IN GOOD CONDITION IN 1965, 1966, 1975 AND 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1353 ***********************************************************************
 TD1353  DESIGNATION -  BOUNDARY MON 832 A
 TD1353  PID         -  TD1353
 TD1353  STATE/COUNTY-  ND/PEMBINA
 TD1353  USGS QUAD   -  
 TD1353
 TD1353                         *CURRENT SURVEY CONTROL
 TD1353  ___________________________________________________________________
 TD1353* NAD 83(1996)-  49 00 01.66089(N)    097 14 07.07762(W)     ADJUSTED  
 TD1353* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 TD1353  ___________________________________________________________________
 TD1353  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TD1353  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1353
 TD1353  HORZ ORDER  -  THIRD
 TD1353
 TD1353.The horizontal coordinates were established by classical geodetic methods
 TD1353.and adjusted by the National Geodetic Survey in January 1998..
 TD1353
 TD1353.The orthometric height was scaled from a topographic map.
 TD1353
 TD1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1353
 TD1353.The geoid height was determined by GEOID03.
 TD1353
 TD1353;                    North         East     Units Scale Factor Converg.
 TD1353;SPC ND N     -   227,493.072   838,825.500   MT  1.00006396   +2 25 45.7
 TD1353;SPC ND N     -   746,368.35  2,752,052.17   iFT  1.00006396   +2 25 45.7
 TD1353;SPC MN N     -   386,102.840   497,526.408   MT  1.00011053   -3 03 54.6
 TD1353;UTM  14      - 5,429,007.420   629,070.651   MT  0.99980466   +1 19 55.3
 TD1353
 TD1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1353!SPC ND N     -   0.99996649  x   1.00006396  =   1.00003045
 TD1353!SPC MN N     -   0.99996649  x   1.00011053  =   1.00007702
 TD1353!UTM  14      -   0.99996649  x   0.99980466  =   0.99977116
 TD1353
 TD1353|---------------------------------------------------------------------|
 TD1353| PID    Reference Object                     Distance      Geod. Az  |
 TD1353|                                                           dddmmss.s |
 TD1353| TD1354 BOUNDARY MON 832 B                   34.187 METERS 09003     |
 TD1353| TD1351 BOUNDARY MON 832 CD US              199.566 METERS 27003     |
 TD1353|---------------------------------------------------------------------|
 TD1353
 TD1353                          SUPERSEDED SURVEY CONTROL
 TD1353
 TD1353  NAD 83(1986)-  49 00 01.65117(N)    097 14 07.06955(W) AD(       ) 3
 TD1353
 TD1353.Superseded values are not recommended for survey control.
 TD1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1353.See file dsdata.txt to determine how the superseded data were derived.
 TD1353
 TD1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2907129007(NAD 83)
 TD1353_MARKER: U = CONCRETE POST
 TD1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1353+STABILITY: SURFACE MOTION
 TD1353
 TD1353  HISTORY     - Date     Condition        Report By
 TD1353  HISTORY     - 1926     MONUMENTED       IBC
 TD1353  HISTORY     - 1926     SEE DESCRIPTION  IBC
 TD1353  HISTORY     - 1975     GOOD             IBC
 TD1353
 TD1353                          STATION DESCRIPTION
 TD1353
 TD1353'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1926 (JH)
 TD1353'THE SPECIAL CONCRETE MONUMENT OF THE LIONS CLUBS IS MONUMENT 832-A,
 TD1353'SET ON THE WEST SIDE OF THE HIGHWAY BETWEEN PEMBINA, NORTH DAKOTA,
 TD1353'AND EMERSON, MANITOBA.  THE MONUMENT WAS ERECTED IN 1926 BY THE
 TD1353'INTERNATIONAL LIONS CLUB OF WINNIPEG, MANITOBA, AND GRAND FORKS,
 TD1353'NORTH DAKOTA.  THE COMMISSIONERS APPROVED THE DESIGN OF THE MONUMENT,
 TD1353'LOCATED ITS EXACT SITE ON THE BOUNDARY, AND SUPERINTENDED ITS
 TD1353'ERECTION.  IN 1929 THE HIGHWAY WAS MOVED ABOUT 500 FEET FARTHER WEST
 TD1353'AND THE COMMISSIONERS MOVED THE MONUMENT TO THE WEST SIDE OF THE NEW
 TD1353'LOCATION OF THE HIGHWAY.  THE MONUMENT IS AN OBELISK OF REINFORCED
 TD1353'CONCRETE MADE WITH WHITE CEMENT.  IT IS 14 INCHES SQUARE AT THE BASE,
 TD1353'8 INCHES SQUARE AT THE TOP, AND 5 FEET HIGH, AND IS SET IN A CONCRETE
 TD1353'BASE 3 FEET 4 INCHES SQUARE.  ON THE EAST SIDE OF THE MONUMENT, FACING
 TD1353'THE HIGHWAY, IS A BRONZE PLAQUE WHICH BEARS THE INSIGNIA OF THE
 TD1353'INTERNATIONAL LIONS CLUB.  THE OTHER THREE FACES OF THE MONUMENT BEAR
 TD1353'NO MARKINGS.
 TD1353
 TD1353                          STATION RECOVERY (1975)
 TD1353
 TD1353'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TD1353'RECOVERED IN GOOD CONDITION IN 1938, 1941, 1946, 1947, 1956, 1963,
 TD1353'1964, 1966 AND 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1354 ***********************************************************************
 TD1354  DESIGNATION -  BOUNDARY MON 832 B
 TD1354  PID         -  TD1354
 TD1354  STATE/COUNTY-  ND/PEMBINA
 TD1354  USGS QUAD   -  
 TD1354
 TD1354                         *CURRENT SURVEY CONTROL
 TD1354  ___________________________________________________________________
 TD1354* NAD 83(1996)-  49 00 01.65985(N)    097 14 05.39561(W)     ADJUSTED  
 TD1354* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 TD1354  ___________________________________________________________________
 TD1354  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TD1354  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1354
 TD1354  HORZ ORDER  -  THIRD
 TD1354
 TD1354.The horizontal coordinates were established by classical geodetic methods
 TD1354.and adjusted by the National Geodetic Survey in January 1998..
 TD1354
 TD1354.The orthometric height was scaled from a topographic map.
 TD1354
 TD1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1354
 TD1354.The geoid height was determined by GEOID03.
 TD1354
 TD1354;                    North         East     Units Scale Factor Converg.
 TD1354;SPC ND N     -   227,494.490   838,859.660   MT  1.00006396   +2 25 47.0
 TD1354;SPC ND N     -   746,373.00  2,752,164.24   iFT  1.00006396   +2 25 47.0
 TD1354;SPC MN N     -   386,100.980   497,560.548   MT  1.00011053   -3 03 53.3
 TD1354;UTM  14      - 5,429,008.182   629,104.824   MT  0.99980476   +1 19 56.6
 TD1354
 TD1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1354!SPC ND N     -   0.99996649  x   1.00006396  =   1.00003045
 TD1354!SPC MN N     -   0.99996649  x   1.00011053  =   1.00007702
 TD1354!UTM  14      -   0.99996649  x   0.99980476  =   0.99977126
 TD1354
 TD1354|---------------------------------------------------------------------|
 TD1354| PID    Reference Object                     Distance      Geod. Az  |
 TD1354|                                                           dddmmss.s |
 TD1354| TD1353 BOUNDARY MON 832 A                   34.187 METERS 27003     |
 TD1354|---------------------------------------------------------------------|
 TD1354
 TD1354                          SUPERSEDED SURVEY CONTROL
 TD1354
 TD1354  NAD 83(1986)-  49 00 01.65012(N)    097 14 05.38753(W) AD(       ) 3
 TD1354
 TD1354.Superseded values are not recommended for survey control.
 TD1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1354.See file dsdata.txt to determine how the superseded data were derived.
 TD1354
 TD1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2910529008(NAD 83)
 TD1354_MARKER: Z = SEE DESCRIPTION
 TD1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1354+STABILITY: SURFACE MOTION
 TD1354
 TD1354  HISTORY     - Date     Condition        Report By
 TD1354  HISTORY     - 1937     MONUMENTED       IBC
 TD1354  HISTORY     - 1975     GOOD             IBC
 TD1354
 TD1354                          STATION DESCRIPTION
 TD1354
 TD1354'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (FHB)
 TD1354'THIS MONUMENT IS AN ORNAMENTAL CONCRETE OBELISK SET IN A PLAIN
 TD1354'CONCRETE BASE.  THE SURFACE OF THE OBELISK OR SHAFT IS FINISHED IN
 TD1354'LIGHT - COLORED GRANULAR QUARTZ AGGREGATE, WASHED FREE OF CEMENT SO
 TD1354'THAT THE COLOR AND TEXTURE OF THE COARSE GRANULAR AGGREGATE SHOWS
 TD1354'CLEAN.  THE SHAFT IS 6 FEET 6 INCHES IN LENGTH AND PROJECTS 5 TO
 TD1354'5-1/2 FEET ABOVE THE BASE.  IT IS 14 INCHES SQUARE AT THE BASE AND
 TD1354'TAPERS TO A CROSS - SECTION OF 8 INCHES SQUARE AT THE TOP, AND IS
 TD1354'CAPPED BY A PYRAMID 4 INCHES IN HEIGHT.  IT IS REINFORCED WITH
 TD1354'1/2 - INCH STEEL RODS EXTENDING THROUGHOUT ITS LENGTH.  THE BASE OF
 TD1354'THE MONUMENT IS 3 FEET 4 INCHES SQUARE.  THE TOP SURFACE OF THE BASE
 TD1354'SLOPES AWAY FROM THE SHAFT UNIFORMLY ON EACH SIDE 4 INCHES TO THE
 TD1354'FOOT.  THE BASE PROJECTS ABOUT 4 INCHES ABOVE THE SURROUNDING GROUND
 TD1354'SURFACE AND EXTENDS DOWN TO A FIRM FOUNDATION NOT LESS THAN 3 FEET 6
 TD1354'INCHES BELOW THE GROUND SURFACE UNLESS SOLID ROCK FORMATION IS
 TD1354'ENCOUNTERED AT A LESSER DEPTH.  THE BASE IS CONSTRUCTED OF 1--2--4
 TD1354'CONCRETE.
 TD1354'
 TD1354'THE INSCRIPTIONS ON THE SHAFT OF THE MONUMENT ARE CAST IN BLACK
 TD1354'AGGREGATE FLUSH WITH THE SURFACE.  THEY READ VERTICALLY UPWARD AND
 TD1354'ARE AS FOLLOWS--ON THE SIDE FACING THE HIGHWAY---INTERNATIONAL
 TD1354'BOUNDARY---, ON THE SIDE AWAY FROM THE HIGHWAY---TREATY OF 1925---,
 TD1354'ON THE NORTH SIDE---CANADA---, ON THE SOUTH SIDE---UNITED STATES---.
 TD1354'THE NUMBER OF THE MONUMENT IS ENGRAVED IN THE TOP SURFACE OF THE BASE.
 TD1354'IT IS SET ON THE STRAIGHT - LINE COURSE OF THE BOUNDARY BETWEEN
 TD1354'MONUMENT 832-A (THE LIONS CLUB MONUMENT) AND MONUMENT 833, ON THE
 TD1354'EAST SIDE OF THE PUBLIC ROAD, OPPOSITE MONUMENT 832-A, TO MARK THE
 TD1354'BOUNDARY CROSSING ON HIGHWAY US NO 81, MANITOBA NO 14, BETWEEN
 TD1354'PEMBINA, NORTH DAKOTA, AND EMERSON, MANITOBA.
 TD1354
 TD1354                          STATION RECOVERY (1975)
 TD1354
 TD1354'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (FXP)
 TD1354'RECOVERED IN GOOD CONDITION IN 1938, 1941, 1946, 1947, 1956, 1964,
 TD1354'1966 AND 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0648 ***********************************************************************
 QR0648  DESIGNATION -  BOUNDARY MP 112 ND SD
 QR0648  PID         -  QR0648
 QR0648  STATE/COUNTY-  ND/DICKEY
 QR0648  USGS QUAD   -  FORBES NW (1968)
 QR0648
 QR0648                         *CURRENT SURVEY CONTROL
 QR0648  ___________________________________________________________________
 QR0648* NAD 83(1996)-  45 56 21.36443(N)    098 52 51.77003(W)     ADJUSTED  
 QR0648* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 QR0648  ___________________________________________________________________
 QR0648  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 QR0648  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 QR0648
 QR0648  HORZ ORDER  -  SECOND
 QR0648
 QR0648.The horizontal coordinates were established by classical geodetic methods
 QR0648.and adjusted by the National Geodetic Survey in January 1998..
 QR0648
 QR0648.The orthometric height was scaled from a topographic map.
 QR0648
 QR0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0648
 QR0648.The geoid height was determined by GEOID03.
 QR0648
 QR0648;                    North         East     Units Scale Factor Converg.
 QR0648;SPC ND S     -    31,595.639   725,544.816   MT  1.00005691   +1 10 51.0
 QR0648;SPC ND S     -   103,660.23  2,380,396.38   iFT  1.00005691   +1 10 51.0
 QR0648;SPC SD N     -   234,631.081   686,774.954   MT  1.00005947   +0 47 30.9
 QR0648;SPC SD N     -   769,785.47  2,253,194.16   sFT  1.00005947   +0 47 30.9
 QR0648;UTM  14      - 5,087,306.653   509,220.860   MT  0.99960105   +0 05 07.7
 QR0648
 QR0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0648!SPC ND S     -   0.99993328  x   1.00005691  =   0.99999019
 QR0648!SPC SD N     -   0.99993328  x   1.00005947  =   0.99999275
 QR0648!UTM  14      -   0.99993328  x   0.99960105  =   0.99953436
 QR0648
 QR0648                          SUPERSEDED SURVEY CONTROL
 QR0648
 QR0648  NAD 83(1986)-  45 56 21.37341(N)    098 52 51.75830(W) AD(       ) 2
 QR0648  NAD 27      -  45 56 21.47000(N)    098 52 50.37500(W) AD(       ) 2
 QR0648
 QR0648.Superseded values are not recommended for survey control.
 QR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0648.See file dsdata.txt to determine how the superseded data were derived.
 QR0648
 QR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR0922187307(NAD 83)
 QR0648_MARKER: V = STONE MONUMENT
 QR0648_SETTING: 0 = UNSPECIFIED SETTING
 QR0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0648
 QR0648  HISTORY     - Date     Condition        Report By
 QR0648  HISTORY     - 1934     MONUMENTED       CGS
 QR0648
 QR0648                          STATION DESCRIPTION
 QR0648
 QR0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0648'ORIGINAL DESCRIPTION NOT AVAILABLE.  STATION IS LOCATED IN
 QR0648'SEC. 2, T 128 N, R 67 W, ABOUT 4.75 MILES S OF W OF FORBES,
 QR0648'NORTH DAKOTA, AND 13 FEET S OF CENTER LINE OF STATE LINE ROAD.
 QR0648'MARK IS A RED GRANITE STONE 10 BY 10 INCHES SQUARE, PROJECTING
 QR0648'ABOUT 44 INCHES ABOVE THE GROUND, AND INSCRIBED AS FOLLOWS--N
 QR0648'SIDE N.D., S SIDE S.D., AND E SIDE 112 M.
 QR0648'
 QR0648'TO REACH THE STATION FROM THE POST OFFICE IN ELLENDALE, NORTH
 QR0648'DAKOTA, GO S ON U.S. HIGHWAY 281 FOR 4.4 MILES.  THENCE RIGHT
 QR0648'(W) ON STATE LINE ROAD 17 MILES TO MARK ON S SIDE.
 QR0648'
 QR0648'A CONNECTION WAS MADE TO U.S.C. AND G.S. TRIANGULATION STATION
 QR0648'WEBER 1934.  IT IS 78.24 FEET N OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0701 ***********************************************************************
 QR0701  DESIGNATION -  BOUNDARY MP 161 ND SD
 QR0701  PID         -  QR0701
 QR0701  STATE/COUNTY-  ND/EMMONS
 QR0701  USGS QUAD   -  ZEELAND NW (1978)
 QR0701
 QR0701                         *CURRENT SURVEY CONTROL
 QR0701  ___________________________________________________________________
 QR0701* NAD 83(1996)-  45 56 29.18233(N)    099 54 03.36579(W)     ADJUSTED  
 QR0701* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 QR0701  ___________________________________________________________________
 QR0701  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 QR0701  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 QR0701
 QR0701  HORZ ORDER  -  SECOND
 QR0701
 QR0701.The horizontal coordinates were established by classical geodetic methods
 QR0701.and adjusted by the National Geodetic Survey in January 1998..
 QR0701
 QR0701.The orthometric height was scaled from a topographic map.
 QR0701
 QR0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0701
 QR0701.The geoid height was determined by GEOID03.
 QR0701
 QR0701;                    North         East     Units Scale Factor Converg.
 QR0701;SPC ND S     -    30,720.422   646,456.653   MT  1.00005632   +0 26 13.0
 QR0701;SPC ND S     -   100,788.79  2,120,920.78   iFT  1.00005632   +0 26 13.0
 QR0701;SPC SD N     -   234,277.475   607,682.457   MT  1.00006006   +0 04 12.4
 QR0701;SPC SD N     -   768,625.35  1,993,704.86   sFT  1.00006006   +0 04 12.4
 QR0701;UTM  14      - 5,087,935.637   430,165.054   MT  0.99965995   -0 38 50.9
 QR0701
 QR0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0701!SPC ND S     -   0.99990576  x   1.00005632  =   0.99996208
 QR0701!SPC SD N     -   0.99990576  x   1.00006006  =   0.99996582
 QR0701!UTM  14      -   0.99990576  x   0.99965995  =   0.99956574
 QR0701
 QR0701                          SUPERSEDED SURVEY CONTROL
 QR0701
 QR0701  NAD 83(1986)-  45 56 29.17360(N)    099 54 03.35612(W) AD(       ) 2
 QR0701  NAD 27      -  45 56 29.22000(N)    099 54 01.91000(W) AD(       ) 2
 QR0701
 QR0701.Superseded values are not recommended for survey control.
 QR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0701.See file dsdata.txt to determine how the superseded data were derived.
 QR0701
 QR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3016587936(NAD 83)
 QR0701_MARKER: V = STONE MONUMENT
 QR0701_SETTING: 0 = UNSPECIFIED SETTING
 QR0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QR0701
 QR0701  HISTORY     - Date     Condition        Report By
 QR0701  HISTORY     - 1934     MONUMENTED       CGS
 QR0701
 QR0701                          STATION DESCRIPTION
 QR0701
 QR0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0701'STATION IS LOCATED ABOUT 2 MILES S, 3 MILES W OF ZEELAND, 1
 QR0701'MILE W OF THE EMMONS-MC INTOSH COUNTY LINE, ON THE NORTH
 QR0701'DAKOTA-SOUTH DAKOTA BOUNDARY LINE.
 QR0701'
 QR0701'STATION IS THE CENTER OF THE 9- BY 9-INCH GRANITE POST PROJECTING
 QR0701'ABOUT 4-1/2 FEET ABOVE THE SURFACE OF THE GROUND, INSCRIBED,
 QR0701'ON THE E AND W SIDE, M.P. 161, ON THE N SIDE N.D., ON THE
 QR0701'S SIDE S.D.
 QR0701'
 QR0701'A TRAVERSE CONNECTION WAS MADE FROM STATION RIN.  DISTANCE
 QR0701'MEASURED IS 18.190 METERS (59.68 FEET).
 QR0701'
 QR0701'REACHED FROM ZEELAND POST OFFICE, BY GOING S 0.2 MILE, THENCE
 QR0701'RIGHT (W) AT FORD GARAGE AND GO 0.3 MILE, THENCE LEFT (S)
 QR0701'GO 2.0 MILES, THENCE RIGHT (W) ALONG STATE BOUNDARY ROAD
 QR0701'AND GO 3.0 MILES TO THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0670 ***********************************************************************
 QS0670  DESIGNATION -  BOUNDARY MP 173 ND SD
 QS0670  PID         -  QS0670
 QS0670  STATE/COUNTY-  ND/EMMONS
 QS0670  USGS QUAD   -  HERREID NW (1965)
 QS0670
 QS0670                         *CURRENT SURVEY CONTROL
 QS0670  ___________________________________________________________________
 QS0670* NAD 83(1996)-  45 56 32.72121(N)    100 09 00.56311(W)     ADJUSTED  
 QS0670* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 QS0670  ___________________________________________________________________
 QS0670  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 QS0670  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 QS0670
 QS0670  HORZ ORDER  -  SECOND
 QS0670
 QS0670.The horizontal coordinates were established by classical geodetic methods
 QS0670.and adjusted by the National Geodetic Survey in January 1998..
 QS0670
 QS0670.The orthometric height was scaled from a topographic map.
 QS0670
 QS0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0670
 QS0670.The geoid height was determined by GEOID03.
 QS0670
 QS0670;                    North         East     Units Scale Factor Converg.
 QS0670;SPC ND S     -    30,712.959   627,129.565   MT  1.00005606   +0 15 18.6
 QS0670;SPC ND S     -   100,764.30  2,057,511.70   iFT  1.00005606   +0 15 18.6
 QS0670;SPC SD N     -   234,392.843   588,355.634   MT  1.00006033   -0 06 22.6
 QS0670;SPC SD N     -   769,003.85  1,930,296.78   sFT  1.00006033   -0 06 22.6
 QS0670;UTM  14      - 5,088,293.368   410,848.584   MT  0.99969771   -0 49 35.8
 QS0670
 QS0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0670!SPC ND S     -   0.99991153  x   1.00005606  =   0.99996758
 QS0670!SPC SD N     -   0.99991153  x   1.00006033  =   0.99997185
 QS0670!UTM  14      -   0.99991153  x   0.99969771  =   0.99960926
 QS0670
 QS0670                          SUPERSEDED SURVEY CONTROL
 QS0670
 QS0670  NAD 83(1986)-  45 56 32.71070(N)    100 09 00.55510(W) AD(       ) 2
 QS0670  NAD 27      -  45 56 32.74200(N)    100 08 59.10200(W) AD(       ) 2
 QS0670
 QS0670.Superseded values are not recommended for survey control.
 QS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0670.See file dsdata.txt to determine how the superseded data were derived.
 QS0670
 QS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1084988293(NAD 83)
 QS0670_MARKER: V = STONE MONUMENT
 QS0670_SETTING: 0 = UNSPECIFIED SETTING
 QS0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0670
 QS0670  HISTORY     - Date     Condition        Report By
 QS0670  HISTORY     - 1934     MONUMENTED       CGS
 QS0670  HISTORY     - 1959     GOOD             CGS
 QS0670
 QS0670                          STATION DESCRIPTION
 QS0670
 QS0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0670'STATION IS 18.110 METERS (59.42 FEET) SE OF STATION PIN.  THIS
 QS0670'IS A GRANITE POST AND 10 INCHES SQUARE AND MARKS THE DIVIDING
 QS0670'LINE OF NORTH DAKOTA AND SOUTH DAKOTA.  POST PROJECTS ABOVE
 QS0670'THE SURFACE APPROXIMATELY 4.0 FEET AND APPEARS TO BE VERY SOLID.
 QS0670'
 QS0670'A TIE WAS MADE TO STATION PIN.
 QS0670
 QS0670                          STATION RECOVERY (1959)
 QS0670
 QS0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0670'STATION RECOVERED AS DESCRIBED AND MILEPOST FOUND IN GOOD
 QS0670'CONDITION.
 QS0670'
 QS0670'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HULL IS
 QS0670'ADEQUATE BUT U.S. HIGHWAY 83 HAS BEEN REROUTED AND NO LONGER
 QS0670'PASSES THROUGH THE VILLAGE OF HULL.
 QS0670'
 QS0670'TO REACH THE MILEPOST FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 QS0670'STATE HIGHWAY 11, 3-1/2 MILES WEST OF HAGUE, GO SOUTH ON U.S.
 QS0670'HIGHWAY 83 FOR 4.14 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 QS0670'GO WEST FOR 4.1 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH
 QS0670'FOR 2.0 MILES TO THE SOUTH DAKOTA STATE LINE AND MILEPOST 173.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0036 ***********************************************************************
 QS0036  DESIGNATION -  BOUNDARY MP 186 1/2 RM 1
 QS0036  PID         -  QS0036
 QS0036  STATE/COUNTY-  ND/EMMONS
 QS0036  USGS QUAD   -  POLLOCK NW (1966)
 QS0036
 QS0036                         *CURRENT SURVEY CONTROL
 QS0036  ___________________________________________________________________
 QS0036* NAD 83(1986)-  45 56 36.     (N)    100 25 50.     (W)     SCALED    
 QS0036* NAVD 88     -       514.725  (meters)    1688.73   (feet)  ADJUSTED  
 QS0036  ___________________________________________________________________
 QS0036  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 QS0036  DYNAMIC HT  -         514.696 (meters)    1688.63  (feet)  COMP
 QS0036  MODELED GRAV-     980,544.3   (mgal)                       NAVD 88
 QS0036
 QS0036  VERT ORDER  -  FIRST     CLASS II
 QS0036
 QS0036.The horizontal coordinates were scaled from a topographic map and have
 QS0036.an estimated accuracy of +/- 6 seconds.
 QS0036
 QS0036.The orthometric height was determined by differential leveling
 QS0036.and adjusted by the National Geodetic Survey in June 1991..
 QS0036
 QS0036.The geoid height was determined by GEOID03.
 QS0036
 QS0036.The dynamic height is computed by dividing the NAVD 88
 QS0036.geopotential number by the normal gravity value computed on the
 QS0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0036.degrees latitude (g = 980.6199 gals.).
 QS0036
 QS0036.The modeled gravity was interpolated from observed gravity values.
 QS0036
 QS0036;                    North         East    Units  Estimated Accuracy
 QS0036;SPC ND S     -    30,760.      605,390.      MT  (+/- 180 meters Scaled)
 QS0036
 QS0036                          SUPERSEDED SURVEY CONTROL
 QS0036
 QS0036  NGVD 29 (??/??/92)  514.342  (m)         1687.47   (f) ADJ UNCH    1 2
 QS0036
 QS0036.Superseded values are not recommended for survey control.
 QS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0036.See file dsdata.txt to determine how the superseded data were derived.
 QS0036
 QS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR891887(NAD 83)
 QS0036_MARKER: DR = REFERENCE MARK DISK
 QS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0036_STAMPING: BDY MON NO 1 186 1/2 1934
 QS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0036+STABILITY: SURFACE MOTION
 QS0036
 QS0036  HISTORY     - Date     Condition        Report By
 QS0036  HISTORY     - 1934     MONUMENTED       CGS
 QS0036  HISTORY     - 1949     GOOD             NGS
 QS0036  HISTORY     - 1961     GOOD             NGS
 QS0036
 QS0036                          STATION DESCRIPTION
 QS0036
 QS0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QS0036'9 MI NW FROM POLLOCK.
 QS0036'3.5 MILES WEST ALONG A GRAVELED ROAD FROM THE POLLOCK SCHOOL AT
 QS0036'POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE
 QS0036'3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 QS0036'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED
 QS0036'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A GRADED DIRT ROAD, AT
 QS0036'THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, 190.5 FEET NORTHWEST
 QS0036'OF BDY. MON. NO. 2, 156.0 FEET NORTH OF THE CENTER LINE OF AN
 QS0036'EAST-WEST ROAD, 126.5 FEET NORTHWEST OF A FENCE CORNER, 55.0 FEET
 QS0036'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 43.6 FEET
 QS0036'SOUTHEAST OF A FENCE CORNER, 2.0 FEET SOUTHWEST OF A FENCE, SET
 QS0036'IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.2 FOOT ABOVE
 QS0036'GROUND.  NOTE-- 1964 REPORT-- THE TOWN OF POLLOCK HAS BEEN MOVED
 QS0036'APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0036
 QS0036                          STATION RECOVERY (1961)
 QS0036
 QS0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 QS0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0720 ***********************************************************************
 QS0720  DESIGNATION -  BOUNDARY MP 186 1/2 ND SD
 QS0720  PID         -  QS0720
 QS0720  STATE/COUNTY-  ND/EMMONS
 QS0720  USGS QUAD   -  POLLOCK NW (1966)
 QS0720
 QS0720                         *CURRENT SURVEY CONTROL
 QS0720  ___________________________________________________________________
 QS0720* NAD 83(1996)-  45 56 36.76021(N)    100 25 50.24605(W)     ADJUSTED  
 QS0720* NAVD 88     -       515.5    (meters)    1691.     (feet)  VERTCON   
 QS0720  ___________________________________________________________________
 QS0720  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 QS0720  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 QS0720
 QS0720  HORZ ORDER  -  THIRD
 QS0720
 QS0720.The horizontal coordinates were established by classical geodetic methods
 QS0720.and adjusted by the National Geodetic Survey in January 1998..
 QS0720
 QS0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0720
 QS0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0720
 QS0720.The geoid height was determined by GEOID03.
 QS0720
 QS0720;                    North         East     Units Scale Factor Converg.
 QS0720;SPC ND S     -    30,779.635   605,379.864   MT  1.00005576   +0 03 02.2
 QS0720;SPC ND S     -   100,983.05  1,986,154.41   iFT  1.00005576   +0 03 02.2
 QS0720;SPC SD N     -   234,595.570   566,606.675   MT  1.00006064   -0 18 17.2
 QS0720;SPC SD N     -   769,668.97  1,858,942.07   sFT  1.00006064   -0 18 17.2
 QS0720;UTM  14      - 5,088,769.936   389,111.234   MT  0.99975116   -1 01 41.6
 QS0720
 QS0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0720!SPC ND S     -   0.99992259  x   1.00005576  =   0.99997835
 QS0720!SPC SD N     -   0.99992259  x   1.00006064  =   0.99998323
 QS0720!UTM  14      -   0.99992259  x   0.99975116  =   0.99967377
 QS0720
 QS0720|---------------------------------------------------------------------|
 QS0720| PID    Reference Object                     Distance      Geod. Az  |
 QS0720|                                                           dddmmss.s |
 QS0720| QS0036 BOUNDARY MP 186 1/2 RM 1             47.454 METERS 02254     |
 QS0720| QS0035 BOUNDARY MP 186 1/2 RM 2             43.135 METERS 10242     |
 QS0720| QS0721 KENEL CHURCH CROSS                  APPROX. 5.8 KM 2340824.5 |
 QS0720| CO4326 BOUNDARY MP 186 1/2 AZ MK                          2693834.9 |
 QS0720|---------------------------------------------------------------------|
 QS0720
 QS0720                          SUPERSEDED SURVEY CONTROL
 QS0720
 QS0720  NAD 83(1986)-  45 56 36.75035(N)    100 25 50.24058(W) AD(       ) 3
 QS0720  NAD 27      -  45 56 36.76200(N)    100 25 48.78700(W) AD(       ) 3
 QS0720  NGVD 29 (07/19/86)  515.1    (m)         1690.     (f) VERT ANG       
 QS0720
 QS0720.Superseded values are not recommended for survey control.
 QS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0720.See file dsdata.txt to determine how the superseded data were derived.
 QS0720
 QS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8911188770(NAD 83)
 QS0720_MARKER: X = CHISELED CROSS
 QS0720_SETTING: 0 = UNSPECIFIED SETTING
 QS0720
 QS0720  HISTORY     - Date     Condition        Report By
 QS0720  HISTORY     - 1934     MONUMENTED       CGS
 QS0720  HISTORY     - 1947     GOOD             CGS
 QS0720  HISTORY     - 1957     GOOD             CGS
 QS0720  HISTORY     - 1980     SEE DESCRIPTION  NGS
 QS0720
 QS0720                          STATION DESCRIPTION
 QS0720
 QS0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 QS0720'STATION BOUNDARY MONUMENT NO. 186-1/2 IS ABOUT 8 MILES NORTHWEST
 QS0720'OF POLLOCK, SOUTH DAKOTA.  IT IS LOCATED AT THE INTERSECTION
 QS0720'OF THE CENTER LINES OF THE EAST AND WEST ROAD AND THE ROAD
 QS0720'EXTENDING NORTH INTO NORTH DAKOTA, AND IS ON THE BOUNDARY
 QS0720'LINE BETWEEN NORTH DAKOTA AND SOUTH DAKOTA.  THE STATION MARK
 QS0720'IS A CROSS CHISELED IN THE TOP OF A SIX INCH QUARTZITE POST
 QS0720'WHICH PROJECTS 2-1/2 FEET ABOVE THE SURFACE OF THE GROUND.
 QS0720'
 QS0720'R.M. 1 IS NORTHEAST OF THE STATION AND IS ON THE EAST SIDE OF THE
 QS0720'ROAD.  IT IS IN THE FENCE LINE AND IS 125 FEET NORTH OF THE
 QS0720'FENCE CORNER.
 QS0720'
 QS0720'R.M. 2 IS SOUTHEAST OF THE STATION AND IS ON THE EAST SIDE OF
 QS0720'THE ROAD.  IT IS IN THE FENCE LINE AND IS 4 FEET SOUTH OF THE
 QS0720'FENCE CORNER.
 QS0720'
 QS0720'THE AZIMUTH MARK IS ABOUT 0.6 MI. WEST OF THE STATION.  IT IS
 QS0720'33 FEET SOUTH OF THE CENTER OF THE ROAD AND IS 63 FEET SOUTH
 QS0720'SOUTHEAST OF A GATE POST.
 QS0720'
 QS0720'THE STATION IS REACHED FROM POLLOCK BY GOING WEST 3.5 MILES.
 QS0720'THEN GO NORTH AND WEST ON THE MAIN ROAD 6.0 MILES TO THE NORTH
 QS0720'DAKOTA-SOUTH DAKOTA BOUNDARY LINE AND THE STATION.
 QS0720'
 QS0720'A TEN FOOT STAND WAS ERECTED.
 QS0720
 QS0720                          STATION RECOVERY (1947)
 QS0720
 QS0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 QS0720'RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 QS0720'DESCRIPTION ADEQUATE.
 QS0720
 QS0720                          STATION RECOVERY (1957)
 QS0720
 QS0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0720'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0720'CONDITION.  THE DESCRIPTION TO REACH THE STATION FROM POLLOCK,
 QS0720'S. DAK. WAS NOT CHECKED.
 QS0720
 QS0720                          STATION RECOVERY (1980)
 QS0720
 QS0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QS0720'THE STATION MARK, A ND-SD BOUNDARY MONUMENT HAS BEEN LOWERED BY A
 QS0720'SDDOT SURVEY CREW BEFORE THE STATION WAS VISITED.  THEY NOTED THAT
 QS0720'THE MONUMENT WAS LEANING WHEN THEY RECOVERED IT TO LOWER IT.  THE
 QS0720'POINT WAS HELD WITH TWO INSTRUMENTS NEAR 90 DEGREES FROM THE
 QS0720'MONUMENT.  HORIZONTAL DISTANCES TO THE REFERENCE MARKS 1 AND 2
 QS0720'WERE MEASURED BEFORE THE MONUMENT WAS LOWERED AND ARE 154.4 AND 140.9
 QS0720'RESPECTIVELY WHICH IS IN REASONABLY CLOSE AGREEMENT WITH THE NGS
 QS0720'MARK MAINTENANCE MEASUREMENTS.  REFERENCE MARK 1 IS SOLID BUT IS
 QS0720'LEANING SLIGHTLY AND MAY HAVE BEEN HIT BY CONSTRUCTION
 QS0720'EQUIPMENT.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AND THE
 QS0720'AZIMUTH MARK INCLUDING THE DISK WAS FOUND DESTROYED.  BENCH MARK J 333
 QS0720'WILL SUFFICE AS AN AZIMUTH MARK.  THE ROUTE TO THE STATION AND
 QS0720'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS ARE DIFFERENT FROM THE
 QS0720'LAST DESCRIPTIVE TEXT AND NEW DESCRIPTIVE TEXT FOLLOWS--
 QS0720'
 QS0720'THE STATION IS LOCATED ABOUT 6 1/2 MILES (10.5 KM) NORTHWEST OF
 QS0720'POLLOCK, SD, 4 1/4 MILES (7.2 KM) EAST OF THE MISSOURI RIVER, ON THE
 QS0720'SD-ND STATE LINE.
 QS0720'
 QS0720'TO REACH THE STATION FROM THE POST OFFICE IN POLLOCK, SD, GO NORTH ON
 QS0720'ASPHALT STREET FOR 1.05 MILES (1.7 KM) TO A SIDE ROAD LEFT.  TURN
 QS0720'LEFT AND FOLLOW MAIN ROAD WEST AND NORTH FOR 6.6 MILES (10.6 KM) TO
 QS0720'CURVE.  CONTINUE ON MAIN ROAD GOING NORTHWEST FOR 0.45 MILE (0.7 KM)
 QS0720'TO A SIDE ROAD LEFT.  THE AZIMUTH MARK IS 0.4 MILE (0.6 KM) WEST OF
 QS0720'HERE.  CONTINUE NORTHWEST ON THE MAIN ROAD FOR 0.7 MILE (1.1 KM) TO A
 QS0720'SIDE ROAD LEFT AND THE STATION SITE AT THE ND-SD STATE LINE.
 QS0720'
 QS0720'THE STATION IS A SD-ND BOUNDARY MONUMENT WITH A CHISELED + IN THE
 QS0720'TOP.  IT IS 1 FOOT (0.3 M) SQUARE AT THE TOP AND IS ABOUT 2 FEET (0.6
 QS0720'M) BELOW THE ROAD SURFACE.  A T-BAR WAS SET VERTICAL ABOVE THE MARK
 QS0720'AND IS ABOUT 4 INCHES (10 CM) BELOW SURFACE.  STATION IS LOCATED 21.2
 QS0720'METERS (69.5 FEET) W FROM THE CENTER OF THE MAIN ROAD AND 20.12
 QS0720'METERS (66 FEET) NE FROM A FENCE CORNER.
 QS0720'
 QS0720'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QS0720'NOS) DISK STAMPED---BDY. MON. 186 1/2 NO. 1 1934---SET INTO THE TOP
 QS0720'OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 30
 QS0720'CM (12 INCHES) ABOVE THE GROUND LOCATED 10.06 METERS (33.0 FEET) E
 QS0720'FROM THE CENTER OF THE MAIN ROAD, 0.91 METER (3.0 FEET) W FROM THE
 QS0720'FENCE LINE, 0.30 METER (1.0 FOOT) E FROM A METAL WITNESS POST, AND
 QS0720'2.1 METERS (7 FEET) LOWER THAN THE STATION.
 QS0720'
 QS0720'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 QS0720'NOS) DISK STAMPED---BDY. MON. 186 1/2 NO. 2 1934---SET INTO THE TOP
 QS0720'OF A SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH
 QS0720'THE GROUND LOCATED 17.37 METERS (57.0 FEET) E FROM THE CENTER OF THE
 QS0720'MAIN ROAD, 8.84 METERS (29.0 FEET) S FROM THE CENTER OF AN APPROACH
 QS0720'DRIVE, 3.20 METERS (10.5 FEET) W FROM THE FENCE LINE, 0.30 METER (1.0
 QS0720'FOOT) W FROM A METAL WITNESS POST, AND 0.9 METER (3 FEET) LOWER THAN
 QS0720'THE STATION.
 QS0720'
 QS0720'AZIMUTH MARK IS A STANDARD C AND GS BENCH MARK DISK STAMPED---J333
 QS0720'1949---SET IN TOP OF A 12-INCH (30 CM) CONCRETE MONUMENT WHICH
 QS0720'PROJECTS 3 INCHES (7.5 CM).  LOCATED ON THE SOUTH SIDE OF 2
 QS0720'CYLINDRICAL CHUNKS OF CONCRETE.  ALSO LOCATED 1.52 METERS (5.0 FEET)
 QS0720'NE FROM A FENCE CORNER POST AND 1.0 FEET E FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0841 ***********************************************************************
 QS0841  DESIGNATION -  BOUNDARY MP 222 1/2 ND SD
 QS0841  PID         -  QS0841
 QS0841  STATE/COUNTY-  ND/SIOUX
 QS0841  USGS QUAD   -  TATANKA LAKE (1972)
 QS0841
 QS0841                         *CURRENT SURVEY CONTROL
 QS0841  ___________________________________________________________________
 QS0841* NAD 83(1996)-  45 56 38.23774(N)    101 10 41.26712(W)     ADJUSTED  
 QS0841* NAVD 88     -       708.     (meters)    2323.     (feet)  SCALED    
 QS0841  ___________________________________________________________________
 QS0841  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 QS0841  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 QS0841
 QS0841  HORZ ORDER  -  SECOND
 QS0841
 QS0841.The horizontal coordinates were established by classical geodetic methods
 QS0841.and adjusted by the National Geodetic Survey in January 1998..
 QS0841
 QS0841.The orthometric height was scaled from a topographic map.
 QS0841
 QS0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0841
 QS0841.The geoid height was determined by GEOID03.
 QS0841
 QS0841;                    North         East     Units Scale Factor Converg.
 QS0841;SPC ND S     -    31,049.858   547,414.548   MT  1.00005565   -0 29 40.6
 QS0841;SPC ND S     -   101,869.61  1,795,979.49   iFT  1.00005565   -0 29 40.6
 QS0841;SPC SD N     -   235,217.129   508,643.759   MT  1.00006075   -0 50 01.7
 QS0841;SPC SD N     -   771,708.20  1,668,775.40   sFT  1.00006075   -0 50 01.7
 QS0841;UTM  14      - 5,090,127.271   331,173.455   MT  0.99995040   -1 33 56.5
 QS0841
 QS0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0841!SPC ND S     -   0.99989218  x   1.00005565  =   0.99994783
 QS0841!SPC SD N     -   0.99989218  x   1.00006075  =   0.99995293
 QS0841!UTM  14      -   0.99989218  x   0.99995040  =   0.99984259
 QS0841
 QS0841                          SUPERSEDED SURVEY CONTROL
 QS0841
 QS0841  NAD 83(1986)-  45 56 38.22921(N)    101 10 41.26353(W) AD(       ) 2
 QS0841  NAD 27      -  45 56 38.21400(N)    101 10 39.79900(W) AD(       ) 2
 QS0841
 QS0841.Superseded values are not recommended for survey control.
 QS0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0841.See file dsdata.txt to determine how the superseded data were derived.
 QS0841
 QS0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR3117390127(NAD 83)
 QS0841_MARKER: Z = SEE DESCRIPTION
 QS0841_SETTING: 0 = UNSPECIFIED SETTING
 QS0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0841
 QS0841  HISTORY     - Date     Condition        Report By
 QS0841  HISTORY     - 1934     MONUMENTED       CGS
 QS0841  HISTORY     - 1959     GOOD             CGS
 QS0841
 QS0841                          STATION DESCRIPTION
 QS0841
 QS0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0841'STATION IS 101 FEET (MEASURED ON SLOPE) S OF TATANKA NEAR BASE
 QS0841'OF HILL ON WHICH TATANKA IS LOCATED.  A TIE WAS MADE WITH
 QS0841'TATANKA.
 QS0841
 QS0841                          STATION RECOVERY (1959)
 QS0841
 QS0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0841'THIS MILEPOST WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QS0841'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0925 ***********************************************************************
 QS0925  DESIGNATION -  BOUNDARY MP 242 ND SD
 QS0925  PID         -  QS0925
 QS0925  STATE/COUNTY-  ND/SIOUX
 QS0925  USGS QUAD   -  WATAUGA (1972)
 QS0925
 QS0925                         *CURRENT SURVEY CONTROL
 QS0925  ___________________________________________________________________
 QS0925* NAD 83(1996)-  45 56 39.15987(N)    101 34 59.51917(W)     ADJUSTED  
 QS0925* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 QS0925  ___________________________________________________________________
 QS0925  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 QS0925  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 QS0925
 QS0925  HORZ ORDER  -  SECOND
 QS0925
 QS0925.The horizontal coordinates were established by classical geodetic methods
 QS0925.and adjusted by the National Geodetic Survey in January 1998..
 QS0925
 QS0925.The orthometric height was scaled from a topographic map.
 QS0925
 QS0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0925
 QS0925.The geoid height was determined by GEOID03.
 QS0925
 QS0925;                    North         East     Units Scale Factor Converg.
 QS0925;SPC ND S     -    31,430.474   516,005.476   MT  1.00005558   -0 47 24.2
 QS0925;SPC ND S     -   103,118.35  1,692,931.35   iFT  1.00005558   -0 47 24.2
 QS0925;SPC SD N     -   235,781.278   477,237.284   MT  1.00006082   -1 07 13.8
 QS0925;SPC SD N     -   773,559.08  1,565,735.99   sFT  1.00006082   -1 07 13.8
 QS0925;UTM  14      - 5,091,093.790   299,778.081   MT  1.00009286   -1 51 25.4
 QS0925
 QS0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0925!SPC ND S     -   0.99989192  x   1.00005558  =   0.99994749
 QS0925!SPC SD N     -   0.99989192  x   1.00006082  =   0.99995273
 QS0925!UTM  14      -   0.99989192  x   1.00009286  =   0.99998477
 QS0925
 QS0925                          SUPERSEDED SURVEY CONTROL
 QS0925
 QS0925  NAD 83(1986)-  45 56 39.15156(N)    101 34 59.51604(W) AD(       ) 2
 QS0925  NAD 27      -  45 56 39.13300(N)    101 34 58.04300(W) AD(       ) 2
 QS0925
 QS0925.Superseded values are not recommended for survey control.
 QS0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0925.See file dsdata.txt to determine how the superseded data were derived.
 QS0925
 QS0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR9977891094(NAD 83)
 QS0925_MARKER: Z = SEE DESCRIPTION
 QS0925_SETTING: 0 = UNSPECIFIED SETTING
 QS0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0925
 QS0925  HISTORY     - Date     Condition        Report By
 QS0925  HISTORY     - 1934     MONUMENTED       CGS
 QS0925  HISTORY     - 1959     GOOD             CGS
 QS0925
 QS0925                          STATION DESCRIPTION
 QS0925
 QS0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0925'STATION IS 354 FEE S OF SW OF BIGHAM ON BOUNDARY LINE OF
 QS0925'NORTH DAKOTA AND SOUTH DAKOTA SET IN E AND W FENCE.  DISTANCE
 QS0925'WAS MEASURED ON SLOPE.
 QS0925'
 QS0925'A TIE WAS MADE WITH BIGHAM.
 QS0925
 QS0925                          STATION RECOVERY (1959)
 QS0925
 QS0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0925'THIS MILEPOST WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QS0925'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0946 ***********************************************************************
 QS0946  DESIGNATION -  BOUNDARY MP 253 ND SD
 QS0946  PID         -  QS0946
 QS0946  STATE/COUNTY-  ND/SIOUX
 QS0946  USGS QUAD   -  KELDRON (1972)
 QS0946
 QS0946                         *CURRENT SURVEY CONTROL
 QS0946  ___________________________________________________________________
 QS0946* NAD 83(1996)-  45 56 39.80174(N)    101 48 42.14904(W)     ADJUSTED  
 QS0946* NAVD 88     -       759.     (meters)    2490.     (feet)  SCALED    
 QS0946  ___________________________________________________________________
 QS0946  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 QS0946  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QS0946
 QS0946  HORZ ORDER  -  SECOND
 QS0946
 QS0946.The horizontal coordinates were established by classical geodetic methods
 QS0946.and adjusted by the National Geodetic Survey in January 1998..
 QS0946
 QS0946.The orthometric height was scaled from a topographic map.
 QS0946
 QS0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0946
 QS0946.The geoid height was determined by GEOID03.
 QS0946
 QS0946;                    North         East     Units Scale Factor Converg.
 QS0946;SPC ND S     -    31,720.395   498,288.099   MT  1.00005553   -0 57 24.3
 QS0946;SPC ND S     -   104,069.54  1,634,803.47   iFT  1.00005553   -0 57 24.3
 QS0946;SPC SD N     -   236,172.607   459,521.762   MT  1.00006087   -1 16 56.0
 QS0946;SPC SD N     -   774,842.96  1,507,614.31   sFT  1.00006087   -1 16 56.0
 QS0946;UTM  14      - 5,091,713.286   282,067.707   MT  1.00018391   -2 01 17.3
 QS0946
 QS0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0946!SPC ND S     -   0.99988401  x   1.00005553  =   0.99993954
 QS0946!SPC SD N     -   0.99988401  x   1.00006087  =   0.99994488
 QS0946!UTM  14      -   0.99988401  x   1.00018391  =   1.00006790
 QS0946
 QS0946                          SUPERSEDED SURVEY CONTROL
 QS0946
 QS0946  NAD 83(1986)-  45 56 39.79335(N)    101 48 42.14616(W) AD(       ) 2
 QS0946  NAD 27      -  45 56 39.78800(N)    101 48 40.64400(W) AD(       ) 2
 QS0946
 QS0946.Superseded values are not recommended for survey control.
 QS0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0946.See file dsdata.txt to determine how the superseded data were derived.
 QS0946
 QS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8206891713(NAD 83)
 QS0946_MARKER: Z = SEE DESCRIPTION
 QS0946_SETTING: 0 = UNSPECIFIED SETTING
 QS0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0946
 QS0946  HISTORY     - Date     Condition        Report By
 QS0946  HISTORY     - 1934     MONUMENTED       CGS
 QS0946  HISTORY     - 1959     GOOD             CGS
 QS0946
 QS0946                          STATION DESCRIPTION
 QS0946
 QS0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0946'STATION IS 203 FEET E OF KELDRON NEAR BASE OF HILL ON WHICH
 QS0946'KELDRON IS LOCATED.  IT IS 36 FEET N OF E AND W FENCE LINE.
 QS0946'
 QS0946'A TIE WAS MADE WITH KELDRON.
 QS0946
 QS0946                          STATION RECOVERY (1959)
 QS0946
 QS0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0946'THIS MILEPOST WAS RECOVERED AND FOUND IN GOOD CONDITION.
 QS0946'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AT TIME OF RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0471 ***********************************************************************
 QT0471  DESIGNATION -  BOUNDARY MP 322 ND SD
 QT0471  PID         -  QT0471
 QT0471  STATE/COUNTY-  ND/BOWMAN
 QT0471  USGS QUAD   -  BOWMAN-HALEY DAM (1968)
 QT0471
 QT0471                         *CURRENT SURVEY CONTROL
 QT0471  ___________________________________________________________________
 QT0471* NAD 83(1996)-  45 56 42.62699(N)    103 14 41.14706(W)     ADJUSTED  
 QT0471* NAVD 88     -       883.     (meters)    2897.     (feet)  SCALED    
 QT0471  ___________________________________________________________________
 QT0471  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 QT0471  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 QT0471
 QT0471  HORZ ORDER  -  THIRD
 QT0471
 QT0471.The horizontal coordinates were established by classical geodetic methods
 QT0471.and adjusted by the National Geodetic Survey in January 1998..
 QT0471
 QT0471.The orthometric height was scaled from a topographic map.
 QT0471
 QT0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0471
 QT0471.The geoid height was determined by GEOID03.
 QT0471
 QT0471;                    North         East     Units Scale Factor Converg.
 QT0471;SPC ND S     -    34,676.470   387,203.230   MT  1.00005532   -2 00 07.1
 QT0471;SPC ND S     -   113,767.95  1,270,351.80   iFT  1.00005532   -2 00 07.1
 QT0471;SPC SD N     -   239,729.626   348,453.804   MT  1.00006108   -2 17 47.2
 QT0471;SPC SD N     -   786,512.95  1,143,218.86   sFT  1.00006108   -2 17 47.2
 QT0471;UTM  13      - 5,089,453.841   636,045.560   MT  0.99982754   +1 15 41.9
 QT0471
 QT0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0471!SPC ND S     -   0.99986404  x   1.00005532  =   0.99991935
 QT0471!SPC SD N     -   0.99986404  x   1.00006108  =   0.99992511
 QT0471!UTM  13      -   0.99986404  x   0.99982754  =   0.99969160
 QT0471
 QT0471|---------------------------------------------------------------------|
 QT0471| PID    Reference Object                     Distance      Geod. Az  |
 QT0471|                                                           dddmmss.s |
 QT0471| QT0470 BORDER                              337.261 METERS 25946     |
 QT0471|---------------------------------------------------------------------|
 QT0471
 QT0471                          SUPERSEDED SURVEY CONTROL
 QT0471
 QT0471  NAD 83(1996)-  45 56 42.61498(N)    103 14 41.14390(W) AD(       ) 3
 QT0471  NAD 83(1986)-  45 56 42.61369(N)    103 14 41.14159(W) AD(       ) 3
 QT0471  NAD 27      -  45 56 42.60100(N)    103 14 39.50800(W) AD(       ) 3
 QT0471
 QT0471.Superseded values are not recommended for survey control.
 QT0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0471.See file dsdata.txt to determine how the superseded data were derived.
 QT0471
 QT0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL3604689454(NAD 83)
 QT0471_MARKER: X = CHISELED CROSS
 QT0471_SETTING: 0 = UNSPECIFIED SETTING
 QT0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0471
 QT0471  HISTORY     - Date     Condition        Report By
 QT0471  HISTORY     - 1952     MONUMENTED       CGS
 QT0471
 QT0471                          STATION DESCRIPTION
 QT0471
 QT0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0471'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF LUDLOW, 6-1/4 MILES
 QT0471'EAST OF U.S. HIGHWAY 85, AND 4 FEET EAST OF A FENCE CORNER.
 QT0471'
 QT0471'IT IS A 10 X 10 INCH RED GRANITE POST PROJECTING 3-1/2 FEET.
 QT0471'IT HAS A SMALL CROSS CHISELED IN THE TOP.  CHISELED IN THE NORTH
 QT0471'SIDE IS N.D.S.C. T129.  IN THE EAST SIDE, 322 M.R. 100.  IN THE
 QT0471'SOUTH SIDE, S.D.  AND IN THE WEST SIDE, R. 101.
 QT0471'
 QT0471'THE DISTANCE FROM TRIANGULATION STATION BORDER TO THE MONUMENT
 QT0471'WAS DETERMINED BY TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0490 ***********************************************************************
 QT0490  DESIGNATION -  BOUNDARY MP 333 ECC
 QT0490  PID         -  QT0490
 QT0490  STATE/COUNTY-  ND/BOWMAN
 QT0490  USGS QUAD   -  EAGLES NEST BUTTE (1993)
 QT0490
 QT0490                         *CURRENT SURVEY CONTROL
 QT0490  ___________________________________________________________________
 QT0490* NAD 83(1996)-  45 56 49.01952(N)    103 28 35.77932(W)     ADJUSTED  
 QT0490* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 QT0490  ___________________________________________________________________
 QT0490  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 QT0490  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 QT0490
 QT0490  HORZ ORDER  -  SECOND
 QT0490
 QT0490.The horizontal coordinates were established by classical geodetic methods
 QT0490.and adjusted by the National Geodetic Survey in January 1998..
 QT0490
 QT0490.The orthometric height was scaled from a topographic map.
 QT0490
 QT0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0490
 QT0490.The geoid height was determined by GEOID03.
 QT0490
 QT0490;                    North         East     Units Scale Factor Converg.
 QT0490;SPC ND S     -    35,528.267   369,244.640   MT  1.00005484   -2 10 15.9
 QT0490;SPC ND S     -   116,562.56  1,211,432.55   iFT  1.00005484   -2 10 15.9
 QT0490;SPC SD N     -   240,672.925   330,499.675   MT  1.00006157   -2 27 37.9
 QT0490;SPC SD N     -   789,607.75  1,084,314.35   sFT  1.00006157   -2 27 37.9
 QT0490;UTM  13      - 5,089,281.531   618,072.214   MT  0.99977138   +1 05 41.9
 QT0490
 QT0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0490!SPC ND S     -   0.99985817  x   1.00005484  =   0.99991300
 QT0490!SPC SD N     -   0.99985817  x   1.00006157  =   0.99991973
 QT0490!UTM  13      -   0.99985817  x   0.99977138  =   0.99962958
 QT0490
 QT0490|---------------------------------------------------------------------|
 QT0490| PID    Reference Object                     Distance      Geod. Az  |
 QT0490|                                                           dddmmss.s |
 QT0490| QT0491 BOUNDARY MP 333 ND SD               326.431 METERS 12612     |
 QT0490| QT0494 EAGLES NEST BUTTE CAIRN             APPROX. 2.8 KM 2014303.8 |
 QT0490|---------------------------------------------------------------------|
 QT0490
 QT0490                          SUPERSEDED SURVEY CONTROL
 QT0490
 QT0490  NAD 83(1996)-  45 56 49.00809(N)    103 28 35.77520(W) AD(       ) 2
 QT0490  NAD 83(1986)-  45 56 49.00372(N)    103 28 35.77076(W) AD(       ) 2
 QT0490  NAD 27      -  45 56 48.99600(N)    103 28 34.09500(W) AD(       ) 2
 QT0490
 QT0490.Superseded values are not recommended for survey control.
 QT0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0490.See file dsdata.txt to determine how the superseded data were derived.
 QT0490
 QT0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1807289282(NAD 83)
 QT0490_MARKER: DS = TRIANGULATION STATION DISK
 QT0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QT0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0490+STABILITY: SURFACE MOTION
 QT0490
 QT0490  HISTORY     - Date     Condition        Report By
 QT0490  HISTORY     - 1912     MONUMENTED       CGS
 QT0490  HISTORY     - 1935     GOOD             CGS
 QT0490
 QT0490                          STATION DESCRIPTION
 QT0490
 QT0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0490'ABOUT 16 MILES SOUTH AND 2 MILES WEST OF BOWMAN, ABOUT 50
 QT0490'METERS SOUTH OF THE HIGHEST POINT OF A LOW RIDGE, ON TOP OF
 QT0490'THE FIRST KNOLL WEST OF THE SHACK OF EMIL THOM.  THE STATION
 QT0490'IS MARKED BY A STANDARD DISK STATION MARK, SET IN THE TOP OF
 QT0490'A CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG
 QT0490'INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.
 QT0490'THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 QT0490'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND
 QT0490'2 INCHES LONG SET IN A BOULDER ABOUT 25 INCHES BELOW THE
 QT0490'SURFACE OF THE GROUND.
 QT0490
 QT0490                          STATION RECOVERY (1935)
 QT0490
 QT0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 QT0490'STATION WAS FOUND IN GOOD CONDITION.  IT IS 16 MILES SOUTH AND 4
 QT0490'MILES WEST OF BOWMAN, RATHER THAN 2 MILES WEST.  THE REST OF
 QT0490'THE ORIGINAL DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0491 ***********************************************************************
 QT0491  DESIGNATION -  BOUNDARY MP 333 ND SD
 QT0491  PID         -  QT0491
 QT0491  STATE/COUNTY-  ND/BOWMAN
 QT0491  USGS QUAD   -  EAGLES NEST BUTTE (1993)
 QT0491
 QT0491                         *CURRENT SURVEY CONTROL
 QT0491  ___________________________________________________________________
 QT0491* NAD 83(1996)-  45 56 42.77410(N)    103 28 23.55049(W)     ADJUSTED  
 QT0491* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 QT0491  ___________________________________________________________________
 QT0491  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 QT0491  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 QT0491
 QT0491  HORZ ORDER  -  SECOND
 QT0491
 QT0491.The horizontal coordinates were established by classical geodetic methods
 QT0491.and adjusted by the National Geodetic Survey in January 1998..
 QT0491
 QT0491.The orthometric height was scaled from a topographic map.
 QT0491
 QT0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0491
 QT0491.The geoid height was determined by GEOID03.
 QT0491
 QT0491;                    North         East     Units Scale Factor Converg.
 QT0491;SPC ND S     -    35,325.593   369,500.555   MT  1.00005531   -2 10 07.0
 QT0491;SPC ND S     -   115,897.61  1,212,272.16   iFT  1.00005531   -2 10 07.0
 QT0491;SPC SD N     -   240,468.961   330,754.564   MT  1.00006110   -2 27 29.2
 QT0491;SPC SD N     -   788,938.58  1,085,150.60   sFT  1.00006110   -2 27 29.2
 QT0491;UTM  13      - 5,089,093.820   618,339.184   MT  0.99977216   +1 05 50.6
 QT0491
 QT0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0491!SPC ND S     -   0.99986052  x   1.00005531  =   0.99991582
 QT0491!SPC SD N     -   0.99986052  x   1.00006110  =   0.99992161
 QT0491!UTM  13      -   0.99986052  x   0.99977216  =   0.99963271
 QT0491
 QT0491                          SUPERSEDED SURVEY CONTROL
 QT0491
 QT0491  NAD 83(1996)-  45 56 42.76267(N)    103 28 23.54638(W) AD(       ) 2
 QT0491  NAD 83(1986)-  45 56 42.75832(N)    103 28 23.54195(W) AD(       ) 2
 QT0491  NAD 27      -  45 56 42.76000(N)    103 28 21.88000(W) AD(       ) 2
 QT0491
 QT0491.Superseded values are not recommended for survey control.
 QT0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0491.See file dsdata.txt to determine how the superseded data were derived.
 QT0491
 QT0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1833989094(NAD 83)
 QT0491_MARKER: V = STONE MONUMENT
 QT0491_SETTING: 0 = UNSPECIFIED SETTING
 QT0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QT0491
 QT0491  HISTORY     - Date     Condition        Report By
 QT0491  HISTORY     - 1912     MONUMENTED       CGS
 QT0491  HISTORY     - 1935     GOOD             CGS
 QT0491
 QT0491                          STATION DESCRIPTION
 QT0491
 QT0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 QT0491'A RED GRANITE POST 10 INCHES SQUARE, PROJECTING ABOUT 40 INCHES
 QT0491'ABOVE THE GROUND AND IS 326.07 METERS FROM NORTH DAKOTA-SOUTH
 QT0491'DAKOTA, MILEPOST 333, ECCENTRIC, S 53 DEG 48 MIN E.
 QT0491
 QT0491                          STATION RECOVERY (1935)
 QT0491
 QT0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 QT0491'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0395 ***********************************************************************
 QQ0395  DESIGNATION -  BOUNDARY MP 44 ND SD
 QQ0395  PID         -  QQ0395
 QQ0395  STATE/COUNTY-  ND/SARGENT
 QQ0395  USGS QUAD   -  MARLOW (1958)
 QQ0395
 QQ0395                         *CURRENT SURVEY CONTROL
 QQ0395  ___________________________________________________________________
 QQ0395* NAD 83(1996)-  45 56 06.36705(N)    097 28 05.00144(W)     ADJUSTED  
 QQ0395* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 QQ0395  ___________________________________________________________________
 QQ0395  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 QQ0395  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 QQ0395
 QQ0395  HORZ ORDER  -  SECOND
 QQ0395
 QQ0395.The horizontal coordinates were established by classical geodetic methods
 QQ0395.and adjusted by the National Geodetic Survey in January 1998..
 QQ0395
 QQ0395.The orthometric height was scaled from a topographic map.
 QQ0395
 QQ0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0395
 QQ0395.The geoid height was determined by GEOID03.
 QQ0395
 QQ0395;                    North         East     Units Scale Factor Converg.
 QQ0395;SPC ND S     -    34,376.346   835,094.087   MT  1.00005803   +2 12 41.2
 QQ0395;SPC ND S     -   112,783.29  2,739,810.00   iFT  1.00005803   +2 12 41.2
 QQ0395;SPC SD N     -   236,638.897   796,341.360   MT  1.00005834   +1 47 31.0
 QQ0395;SPC SD N     -   776,372.78  2,612,663.28   sFT  1.00005834   +1 47 31.0
 QQ0395;UTM  14      - 5,087,977.876   618,760.138   MT  0.99977339   +1 06 03.3
 QQ0395
 QQ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0395!SPC ND S     -   0.99992119  x   1.00005803  =   0.99997921
 QQ0395!SPC SD N     -   0.99992119  x   1.00005834  =   0.99997952
 QQ0395!UTM  14      -   0.99992119  x   0.99977339  =   0.99969459
 QQ0395
 QQ0395                          SUPERSEDED SURVEY CONTROL
 QQ0395
 QQ0395  NAD 83(1986)-  45 56 06.36301(N)    097 28 04.99508(W) AD(       ) 2
 QQ0395  NAD 27      -  45 56 06.49000(N)    097 28 03.64300(W) AD(       ) 2
 QQ0395
 QQ0395.Superseded values are not recommended for survey control.
 QQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0395.See file dsdata.txt to determine how the superseded data were derived.
 QQ0395
 QQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR1876087978(NAD 83)
 QQ0395_MARKER: V = STONE MONUMENT
 QQ0395_SETTING: 0 = UNSPECIFIED SETTING
 QQ0395_MARK LOGO: CGS   
 QQ0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0395
 QQ0395  HISTORY     - Date     Condition        Report By
 QQ0395  HISTORY     - 1934     MONUMENTED       CGS
 QQ0395  HISTORY     - 19830517 GOOD             NGS
 QQ0395
 QQ0395                          STATION DESCRIPTION
 QQ0395
 QQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0395'MARK IS LOCATED ABOUT 8.0 MILES S AND 1.75 MILES E OF RUTLAND,
 QQ0395'NORTH DAKOTA, ON THE NORTH DAKOTA-SOUTH DAKOTA BOUNDARY, 25.00
 QQ0395'FEET E OF STATION RUT.  IT IS A RED GRANITE POST 12 INCHES SQUARE
 QQ0395'AT THE TOP AND EXTENDING ABOUT 5 FEET ABOVE THE SURFACE OF THE
 QQ0395'GROUND.  A CHISELED CROSS ON THE SW CORNER OF SAID POST WAS TIED
 QQ0395'IN FROM STATION RUT.
 QQ0395
 QQ0395                          STATION RECOVERY (1983)
 QQ0395
 QQ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0395'THE STATION WAS RECOVERDE AS DESCRIBED IN THE 1934 DESCRIPTIVE TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1762 ***********************************************************************
 TG1762  DESIGNATION -  BOW
 TG1762  PID         -  TG1762
 TG1762  STATE/COUNTY-  ND/BURKE
 TG1762  USGS QUAD   -  COTEAU (1948)
 TG1762
 TG1762                         *CURRENT SURVEY CONTROL
 TG1762  ___________________________________________________________________
 TG1762* NAD 83(1996)-  48 47 34.46808(N)    102 17 14.72721(W)     ADJUSTED  
 TG1762* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 TG1762  ___________________________________________________________________
 TG1762  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TG1762  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 TG1762
 TG1762  HORZ ORDER  -  FIRST
 TG1762
 TG1762.The horizontal coordinates were established by classical geodetic methods
 TG1762.and adjusted by the National Geodetic Survey in January 1998..
 TG1762
 TG1762.The orthometric height was scaled from a topographic map.
 TG1762
 TG1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1762
 TG1762.The geoid height was determined by GEOID03.
 TG1762
 TG1762;                    North         East     Units Scale Factor Converg.
 TG1762;SPC ND N     -   200,871.053   468,679.760   MT  1.00001236   -1 19 48.3
 TG1762;SPC ND N     -   659,025.76  1,537,663.25   iFT  1.00001236   -1 19 48.3
 TG1762;UTM  13      - 5,407,983.824   699,216.143   MT  1.00008759   +2 02 29.1
 TG1762
 TG1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1762!SPC ND N     -   0.99990956  x   1.00001236  =   0.99992192
 TG1762!UTM  13      -   0.99990956  x   1.00008759  =   0.99999714
 TG1762
 TG1762:                Primary Azimuth Mark                     Grid Az
 TG1762:SPC ND N     -  BOWBELLS MUNICIPAL TANK                  070 14 44.3
 TG1762:UTM  13      -  BOWBELLS MUNICIPAL TANK                  066 52 26.9
 TG1762
 TG1762|---------------------------------------------------------------------|
 TG1762| PID    Reference Object                     Distance      Geod. Az  |
 TG1762|                                                           dddmmss.s |
 TG1762| TG1744 BOWBELLS MUNICIPAL TANK             APPROX. 3.5 KM 0685456.0 |
 TG1762| CQ7125 BOW RM 1                             41.066 METERS 09247     |
 TG1762| CQ7126 BOW RM 2                             32.434 METERS 22135     |
 TG1762| CQ7124 BOW AZ MK                                          2695327.3 |
 TG1762| TG1763 FLAXTON UNITED LUTH CH STEEPLE      APPROX.13.8 KM 3264945.6 |
 TG1762|---------------------------------------------------------------------|
 TG1762
 TG1762                          SUPERSEDED SURVEY CONTROL
 TG1762
 TG1762  NAD 83(1986)-  48 47 34.46911(N)    102 17 14.71525(W) AD(       ) 1
 TG1762  NAD 27      -  48 47 34.35100(N)    102 17 13.12100(W) AD(       ) 1
 TG1762
 TG1762.Superseded values are not recommended for survey control.
 TG1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1762.See file dsdata.txt to determine how the superseded data were derived.
 TG1762
 TG1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9921607984(NAD 83)
 TG1762_MARKER: DS = TRIANGULATION STATION DISK
 TG1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1762
 TG1762  HISTORY     - Date     Condition        Report By
 TG1762  HISTORY     - 1946     MONUMENTED       CGS
 TG1762  HISTORY     - 1962     MARK NOT FOUND   CGS
 TG1762
 TG1762                          STATION DESCRIPTION
 TG1762
 TG1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1762'THE STATION IS LOCATED 2 MILES SOUTHWEST OF BOWBELLS, ABOUT
 TG1762'0.2 MILE WEST OF A CROSSROAD, ON THE NORTH SIDE OF STATE
 TG1762'HIGHWAY NO. 8 AND A GROVE OF TREES ON THE SOUTH.  IT IS 46
 TG1762'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY NO. 8 AND 8 FEET
 TG1762'NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 TG1762'DISK IS STAMPED BOW 1946.
 TG1762'
 TG1762'REFERENCE MARK NO. 1 IS 134.73 FEET EAST OF THE STATION AND
 TG1762'41 FEET NORTH OF THE CENT CENTERLINE OF STATE HIGHWAY NO. 8.
 TG1762'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BOW NO 1 1946.
 TG1762'
 TG1762'REFERENCE MARK NO. 2 IS 106.41 FEET SOUTHWEST OF THE STATION
 TG1762'AND 33 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY NO. 8.  THE
 TG1762'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BOW NO 2 1946.
 TG1762'
 TG1762'AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, 35 FEET NORTH
 TG1762'OF THE CENTERLINE OF STATE HIGHWAY NO. 8 AND 3 FEET NORTHEAST
 TG1762'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TG1762'STAMPED BOW 1946.
 TG1762'
 TG1762'TO REACH FROM THE RAILROAD CROSSING IN BOWBELLS, GO SOUTH AND
 TG1762'WEST ON STATE HIGHWAY NO. 8 FOR 2.4 MILES TO A GROVE OF TREES
 TG1762'ON THE LEFT AND THE STATION ON THE RIGHT.  CONTINUE STRAIGHT
 TG1762'AHEAD 0.6 MILE TO AZIMUTH ON THE RIGHT.
 TG1762'
 TG1762'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 TG1762
 TG1762                          STATION RECOVERY (1962)
 TG1762
 TG1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TG1762'STATION, REFERENCE AND AZIMUTH MARKS SEARCHED FOR AND NONE
 TG1762'LOCATED, IT IS BELIEVED ALL OF THE MARKS WERE DESTROYED WHEN
 TG1762'THE HIGHWAY WAS WIDENED.  IF THE CENTERLINE OF THE HIGHWAY
 TG1762'IS THE SAME AS IN 1946 THE ORIGINAL MEASUREMENTS TO THE MARKS
 TG1762'FROM THE CENTERLINE WOULD PLACE THE MARKS IN THE WIDE GRADER
 TG1762'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1745 ***********************************************************************
 TG1745  DESIGNATION -  BOWBELL
 TG1745  PID         -  TG1745
 TG1745  STATE/COUNTY-  ND/BURKE
 TG1745  USGS QUAD   -  BOWBELLS (1947)
 TG1745
 TG1745                         *CURRENT SURVEY CONTROL
 TG1745  ___________________________________________________________________
 TG1745* NAD 83(1996)-  48 49 20.75953(N)    102 14 24.31432(W)     ADJUSTED  
 TG1745* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 TG1745  ___________________________________________________________________
 TG1745  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 TG1745  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 TG1745
 TG1745  HORZ ORDER  -  SECOND
 TG1745
 TG1745.The horizontal coordinates were established by classical geodetic methods
 TG1745.and adjusted by the National Geodetic Survey in January 1998..
 TG1745
 TG1745.The orthometric height was scaled from a topographic map.
 TG1745
 TG1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1745
 TG1745.The geoid height was determined by GEOID03.
 TG1745
 TG1745;                    North         East     Units Scale Factor Converg.
 TG1745;SPC ND N     -   204,074.003   472,231.152   MT  1.00001889   -1 17 41.5
 TG1745;SPC ND N     -   669,534.13  1,549,314.80   iFT  1.00001889   -1 17 41.5
 TG1745;UTM  13      - 5,411,390.400   702,573.253   MT  1.00010416   +2 04 40.8
 TG1745
 TG1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1745!SPC ND N     -   0.99990990  x   1.00001889  =   0.99992879
 TG1745!UTM  13      -   0.99990990  x   1.00010416  =   1.00001405
 TG1745
 TG1745|---------------------------------------------------------------------|
 TG1745| PID    Reference Object                     Distance      Geod. Az  |
 TG1745|                                                           dddmmss.s |
 TG1745| CQ7128 BOWBELL RM 1                         13.396 METERS 00649     |
 TG1745| CQ7129 BOWBELL RM 2                         27.188 METERS 12007     |
 TG1745| CQ7127 BOWBELL AZ MK                                      1795419.0 |
 TG1745| TG1744 BOWBELLS MUNICIPAL TANK             APPROX. 2.0 KM 1855843.6 |
 TG1745| TG1743 BOWBELLS SALEM EVAN CH SPIRE        APPROX. 1.9 KM 1895800.4 |
 TG1745|---------------------------------------------------------------------|
 TG1745
 TG1745                          SUPERSEDED SURVEY CONTROL
 TG1745
 TG1745  NAD 83(1986)-  48 49 20.75996(N)    102 14 24.30178(W) AD(       ) 2
 TG1745  NAD 27      -  48 49 20.64500(N)    102 14 22.71100(W) AD(       ) 2
 TG1745
 TG1745.Superseded values are not recommended for survey control.
 TG1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1745.See file dsdata.txt to determine how the superseded data were derived.
 TG1745
 TG1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0257311390(NAD 83)
 TG1745_MARKER: DS = TRIANGULATION STATION DISK
 TG1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1745
 TG1745  HISTORY     - Date     Condition        Report By
 TG1745  HISTORY     - 1946     MONUMENTED       CGS
 TG1745  HISTORY     - 1962     MARK NOT FOUND   CGS
 TG1745
 TG1745                          STATION DESCRIPTION
 TG1745
 TG1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1745'THIS STATION IS LOCATED ON THE HIGHEST POINT OF RELATIVELY FLAT
 TG1745'GROUND ABOUT 1.05 MILES NORTH OF BOWBELLS, 9 MILES EAST OF WOBURN.
 TG1745'IT IS 49 FT. WEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 52,
 TG1745'6 FT. WEST SOUTH-WEST OF A WHITE WITNESS POST.  THE MARK
 TG1745'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOWBELL 1946.
 TG1745'
 TG1745'REFERENCE MARK NO 1 IS 43.95 FT. NORTH OF THE STATION, 45
 TG1745'FT. WEST OF THE CENTER LINE OF U.S. HIGHWAY NO 52.  THE MARK
 TG1745'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOWBELL NO 1 1946.
 TG1745'
 TG1745'REFERENCE MARK NO 2 IS 89.20 FT. EAST SOUTH-EAST OF THE STATION,
 TG1745'40 FT EAST OF THE CENTER LINE OF U.S. HIGHWAY NO 52.  THE MARK
 TG1745'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOWBELL NO 2
 TG1745'1946.
 TG1745'
 TG1745'THE AZIMUTH MARK IS 0.4 MILES SOUTH OF THE STATION, 40 FT. WEST
 TG1745'OF THE CENTER LINE OF U.S. HIGHWAY NO 52, 33 FT SOUTH OF A
 TG1745'TELEPHONE POLE AND 4.5 FT. WEST OF A WHITE WITNESS POST.  THE
 TG1745'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BOWBELL 1946.
 TG1745'
 TG1745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 52
 TG1745'AND STATE ROUTE NO 8 JUST EAST OF BOWBELLS, TURN LEFT AND GO
 TG1745'NORTH ON U.S. HIGHWAY NO 52 FOR 0.65 MILES TO AZIMUTH MARK ON
 TG1745'LEFT OR WEST OF ROAD AS DESCRIBED.  CONTINUE NORTH FOR 0.4 MILES
 TG1745'TO STATION ON LEFT OR WEST OF ROAD AS DESCRIBED.
 TG1745'
 TG1745'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG1745
 TG1745                          STATION RECOVERY (1962)
 TG1745
 TG1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TG1745'STATION, REFERENCE AND AZIMUTH MARKS SEARCHED FOR AND NONE
 TG1745'FOUND, U.S. HIGHWAY 52 HAS BEEN WIDENED PAST THIS STATION AND
 TG1745'IT IS BELIEVED ALL OF THE MARKS WERE DESTROYED AT THAT TIME.
 TG1745'IF THE CENTERLINE OF THE HIGHWAY REMAINS THE SAME AS IN 1946
 TG1745'THE MEASUREMENTS TO THE MARKS WOULD PLACE THEM IN THE WIDE
 TG1745'GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1744 ***********************************************************************
 TG1744  DESIGNATION -  BOWBELLS MUNICIPAL TANK
 TG1744  PID         -  TG1744
 TG1744  STATE/COUNTY-  ND/BURKE
 TG1744  USGS QUAD   -  BOWBELLS (1947)
 TG1744
 TG1744                         *CURRENT SURVEY CONTROL
 TG1744  ___________________________________________________________________
 TG1744* NAD 83(1996)-  48 48 15.19086(N)    102 14 34.71003(W)     ADJUSTED  
 TG1744* NAVD 88     -                                                        
 TG1744  ___________________________________________________________________
 TG1744  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TG1744  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TG1744
 TG1744  HORZ ORDER  -  THIRD
 TG1744
 TG1744.The horizontal coordinates were established by classical geodetic methods
 TG1744.and adjusted by the National Geodetic Survey in January 1998..
 TG1744
 TG1744
 TG1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1744
 TG1744.The geoid height was determined by GEOID03.
 TG1744
 TG1744;                    North         East     Units Scale Factor Converg.
 TG1744;SPC ND N     -   202,053.829   471,973.307   MT  1.00001483   -1 17 49.2
 TG1744;SPC ND N     -   662,906.26  1,548,468.85   iFT  1.00001483   -1 17 49.2
 TG1744;UTM  13      - 5,409,358.380   702,434.686   MT  1.00010348   +2 04 30.9
 TG1744
 TG1744                          SUPERSEDED SURVEY CONTROL
 TG1744
 TG1744  NAD 83(1986)-  48 48 15.19139(N)    102 14 34.69765(W) AD(       ) 4
 TG1744  NAD 27      -  48 48 15.07800(N)    102 14 33.09600(W) AD(       ) 3
 TG1744
 TG1744.Superseded values are not recommended for survey control.
 TG1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1744.See file dsdata.txt to determine how the superseded data were derived.
 TG1744
 TG1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0243509358(NAD 83)
 TG1744_MARKER: 53 = ELEVATED TANK
 TG1744
 TG1744  HISTORY     - Date     Condition        Report By
 TG1744  HISTORY     - 1924     FIRST OBSERVED   GSC
 TG1744  HISTORY     - 1946     GOOD             CGS
 TG1744  HISTORY     - 1963     GOOD             CGS
 TG1744
 TG1744                          STATION DESCRIPTION
 TG1744
 TG1744'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1744'THE ELEVATED WATER TANK AT BOWBELLS.  STATION MARK--THE CENTER
 TG1744'OF THE TANK.
 TG1744
 TG1744                          STATION RECOVERY (1946)
 TG1744
 TG1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1744'THE WATER TANK IS LOCATED TWO BLOCKS EAST OF THE BUSINESS
 TG1744'DISTRICT OF THE SMALL TOWN OF BOWBELLS, ONE BLOCK SOUTH OF
 TG1744'STATE HIGHWAY 8 AND 4 BLOCKS EAST OF THE BOWBELLS RAILROAD
 TG1744'STATION.  THE TANK IS A FOUR LEGGED STEEL STRUCTURE ABOUT
 TG1744'100 FEET HIGH.  THE BODY OF THE TANK IS PAINTED SILVER WHILE
 TG1744'THE FOUR LEGS ARE PAINTED BLACK.  THE POINT INTERSECTED WAS
 TG1744'THE APEX OF THE ROOF.
 TG1744
 TG1744                          STATION RECOVERY (1963)
 TG1744
 TG1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1744'THE STATION IS LOCATED IN THE NORTHEAST PART OF BOWBELLS IN
 TG1744'THE CITY PARK.
 TG1744'
 TG1744'TO REACH THE STATION FROM THE POST OFFICE IN BOWBELLS, GO
 TG1744'NORTHEAST FOR 0.1 MILE, TURN RIGHT, GO EASTERLY FOR 1 BLOCK
 TG1744'TO THE STATION ON THE LEFT.
 TG1744'
 TG1744'THE TANK IS A STEEL STRUCTURE WHICH IS SUPPORTED BY 4 STEEL
 TG1744'LEGS AND IS PAINTED SILVER IN COLOR.  IT IS ABOUT 122 FEET
 TG1744'HIGH AND HAS A RED FLASHING LIGHT AT THE TOP.  THE POINT
 TG1744'INTERSECTED WAS THE RED LIGHT ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1743 ***********************************************************************
 TG1743  DESIGNATION -  BOWBELLS SALEM EVAN CH SPIRE
 TG1743  PID         -  TG1743
 TG1743  STATE/COUNTY-  ND/BURKE
 TG1743  USGS QUAD   -  BOWBELLS (1947)
 TG1743
 TG1743                         *CURRENT SURVEY CONTROL
 TG1743  ___________________________________________________________________
 TG1743* NAD 83(1996)-  48 48 18.80165(N)    102 14 40.79728(W)     ADJUSTED  
 TG1743* NAVD 88     -                                                        
 TG1743  ___________________________________________________________________
 TG1743  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 TG1743  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TG1743
 TG1743  HORZ ORDER  -  THIRD
 TG1743
 TG1743.The horizontal coordinates were established by classical geodetic methods
 TG1743.and adjusted by the National Geodetic Survey in January 1998..
 TG1743
 TG1743
 TG1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1743
 TG1743.The geoid height was determined by GEOID03.
 TG1743
 TG1743;                    North         East     Units Scale Factor Converg.
 TG1743;SPC ND N     -   202,168.154   471,851.654   MT  1.00001505   -1 17 53.8
 TG1743;SPC ND N     -   663,281.35  1,548,069.73   iFT  1.00001505   -1 17 53.8
 TG1743;UTM  13      - 5,409,465.360   702,306.507   MT  1.00010284   +2 04 26.5
 TG1743
 TG1743                          SUPERSEDED SURVEY CONTROL
 TG1743
 TG1743  NAD 83(1986)-  48 48 18.80253(N)    102 14 40.78448(W) AD(       ) 4
 TG1743  NAD 27      -  48 48 18.68400(N)    102 14 39.19300(W) AD(       ) 3
 TG1743
 TG1743.Superseded values are not recommended for survey control.
 TG1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1743.See file dsdata.txt to determine how the superseded data were derived.
 TG1743
 TG1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0230709465(NAD 83)
 TG1743_MARKER: 90 = CHURCH SPIRE
 TG1743
 TG1743  HISTORY     - Date     Condition        Report By
 TG1743  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1743
 TG1743                          STATION DESCRIPTION
 TG1743
 TG1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1743'THE CHURCH IS LOCATED ONE BLOCK EAST OF THE BUSINESS DISTRICT
 TG1743'OF THE SMALL TOWN OF BOWBELLS AND ON THE SOUTH SIDE OF HIGHWAY
 TG1743'8.  THE CHURCH IS A ONE STORY FRAME BUILDING THAT FACES THE
 TG1743'NORTH AND THERE IS A SPIRE OVER THE ENTRANCE THAT IS ABOUT
 TG1743'65 FEET HIGH.  THE POINT INTERSECTED WAS THE EXTREME TOP
 TG1743'OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1200 ***********************************************************************
 SM1200  DESIGNATION -  BOWDON
 SM1200  PID         -  SM1200
 SM1200  STATE/COUNTY-  ND/WELLS
 SM1200  USGS QUAD   -  CHASELEY (1978)
 SM1200
 SM1200                         *CURRENT SURVEY CONTROL
 SM1200  ___________________________________________________________________
 SM1200* NAD 83(1996)-  47 27 30.78330(N)    099 46 30.34352(W)     ADJUSTED  
 SM1200* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 SM1200  ___________________________________________________________________
 SM1200  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 SM1200  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM1200
 SM1200  HORZ ORDER  -  FIRST
 SM1200
 SM1200.The horizontal coordinates were established by classical geodetic methods
 SM1200.and adjusted by the National Geodetic Survey in January 1998..
 SM1200
 SM1200.The orthometric height was scaled from a topographic map.
 SM1200
 SM1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1200
 SM1200.The geoid height was determined by GEOID03.
 SM1200
 SM1200;                    North         East     Units Scale Factor Converg.
 SM1200;SPC ND N     -    51,239.339   654,658.796   MT  0.99999514   +0 32 21.9
 SM1200;SPC ND N     -   168,108.07  2,147,830.70   iFT  0.99999514   +0 32 21.9
 SM1200;UTM  14      - 5,256,414.416   441,579.126   MT  0.99964194   -0 34 16.0
 SM1200
 SM1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1200!SPC ND N     -   0.99991598  x   0.99999514  =   0.99991112
 SM1200!UTM  14      -   0.99991598  x   0.99964194  =   0.99955795
 SM1200
 SM1200:                Primary Azimuth Mark                     Grid Az
 SM1200:SPC ND N     -  FESSENDEN MUNICIPAL TANK                 026 59 19.9
 SM1200:UTM  14      -  FESSENDEN MUNICIPAL TANK                 028 05 57.8
 SM1200
 SM1200|---------------------------------------------------------------------|
 SM1200| PID    Reference Object                     Distance      Geod. Az  |
 SM1200|                                                           dddmmss.s |
 SM1200| SM1206 FESSENDEN MUNICIPAL TANK            APPROX.23.7 KM 0273141.8 |
 SM1200| SM1198 BOWDON JOHNSON AND SON ELEV         APPROX. 5.0 KM 0781627.5 |
 SM1200| CO5214 BOWDON AZ MK                                       0823407.8 |
 SM1200| SM1199 CHASELEY GRAIN CO ELEVATOR          APPROX. 3.1 KM 2561233.7 |
 SM1200| SM1202 HURDSFIELD LUTH CHURCH SPIRE        APPROX.11.9 KM 2635434.7 |
 SM1200| SM1203 HURDSFIELD OCCIDENT ELEVATOR        APPROX.11.7 KM 2650346.5 |
 SM1200|---------------------------------------------------------------------|
 SM1200
 SM1200                          SUPERSEDED SURVEY CONTROL
 SM1200
 SM1200  NAD 83(1986)-  47 27 30.78907(N)    099 46 30.34297(W) AD(       ) 1
 SM1200  NAD 27      -  47 27 30.78600(N)    099 46 28.90300(W) AD(       ) 1
 SM1200
 SM1200.Superseded values are not recommended for survey control.
 SM1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1200.See file dsdata.txt to determine how the superseded data were derived.
 SM1200
 SM1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT4157956414(NAD 83)
 SM1200_MARKER: DS = TRIANGULATION STATION DISK
 SM1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1200
 SM1200  HISTORY     - Date     Condition        Report By
 SM1200  HISTORY     - 1941     MONUMENTED       CGS
 SM1200  HISTORY     - 1948     GOOD             USGS
 SM1200  HISTORY     - 1960     GOOD             CGS
 SM1200
 SM1200                          STATION DESCRIPTION
 SM1200
 SM1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1200'STATION IS LOCATED ABOUT 2 MILES W OF BOWDON IN THE SW 1/4 SEC.
 SM1200'18, T. 146 N, R. 71 W, NEAR THE FARMYARD OF A FARM RENTED BY
 SM1200'AUGUST LINDSTRON.  IT IS 14.5 FEET E OF A WHITE REFERENCE POST
 SM1200'AND 1 FOOT S OF A FENCE.  IT IS STAMPED BOWDON 1941 AND PROJECTS
 SM1200'6 INCHES.
 SM1200'
 SM1200'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1200'BRONZE DISKS SET IN CONCRETE.
 SM1200'
 SM1200'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF A FENCE.
 SM1200'IT IS STAMPED BOWDON NO. 1 1941 AND PROJECTS 8 INCHES.
 SM1200'
 SM1200'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT E OF A FENCE,
 SM1200'1 FOOT S OF A FENCE AND 29 FEET W OF A WHITE REFERENCE POST.
 SM1200'IT IS STAMPED BOWDON NO. 2 1941 AND PROJECTS 4 INCHES.
 SM1200'
 SM1200'THE AZIMUTH MARK IS E BY N OF THE STATION, 3.5 FEET N OF A
 SM1200'WHITE REFERENCE POST, 30 FEET W OF THE CENTER LINE OF A DIRT
 SM1200'ROAD, 2 FEET E OF A FENCE AND 6 FEET S OF A BREAK IN THE FENCE.
 SM1200'IT IS STAMPED BOWDON 1941 AND PROJECTS 4 INCHES.
 SM1200'
 SM1200'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 SM1200'STATE HIGHWAY 7, WHICH IS ABOUT 4 MILES W OF HEATON, GO W
 SM1200'ON STATE HIGHWAY 7 FOR 5 MILES TO A POINT WHERE STATE HIGHWAY
 SM1200'7 TURNS LEFT (S).  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 SM1200'DIRT CROSS ROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 SM1200'TURN RIGHT (N) FOR 0.2 MILE TO THE MARK ON THE LEFT.) CONTINUE
 SM1200'STRAIGHT AHEAD (W) FOR 0.9 MILE TO THE FARM ENTRANCE ON THE
 SM1200'RIGHT.  TURN RIGHT THROUGH FARMYARD FOR 0.1 MILE THENCE LEFT
 SM1200'(W) ALONG FENCE LINE FOR 0.05 MILE TO THE STATION.
 SM1200'
 SM1200'A 24-FOOT SIGNAL AT HURD IS VISIBLE ON THE GROUND.
 SM1200'
 SM1200'A 24-FOOT SIGNAL AT CRYSTAL IS VISIBLE ON THE GROUND.
 SM1200'
 SM1200'A 50-FOOT SIGNAL AT ONTARIO IS VISIBLE AT 24 FEET.
 SM1200'
 SM1200'A 37-FOOT SIGNAL AT COTTON IS VISIBLE AT 24 FEET.
 SM1200'
 SM1200'A 50-FOOT SIGNAL AT SPEED IS VISIBLE AT 24 FEET.
 SM1200'
 SM1200'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 SM1200
 SM1200                          STATION RECOVERY (1948)
 SM1200
 SM1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SM1200'STATION IN GOOD CONDITION.  AZIMUTH MARK IS BADLY EXPOSED DUE TO
 SM1200'DITCHING THE ROAD.  IT IS NOW SOLID.
 SM1200
 SM1200                          STATION RECOVERY (1960)
 SM1200
 SM1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1200'THIS STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF BOWDEN, JUST
 SM1200'TO NORTHWEST OF A FARMHOUSE AND IN A GROVE OF TREES.  THE STATION
 SM1200'MARK IS BETWEEN THE TENTH AND ELEVENTH ROW OF TREES FROM THE
 SM1200'WEST SIDE OF THE GROVE.  R.M. NO. 2 IS IN THE SEVENTH ROW FROM THE
 SM1200'WEST SIDE.
 SM1200'
 SM1200'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTH OF THE CROSSROADS
 SM1200'1.0 MILE EAST OF THE STATION, AT A FIELD ENTRANCE ON WEST
 SM1200'SIDE OF ROAD AND 7 FEET SOUTHEAST OF SOUTH GATE POST.
 SM1200'
 SM1200'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1198 ***********************************************************************
 SM1198  DESIGNATION -  BOWDON JOHNSON AND SON ELEV
 SM1198  PID         -  SM1198
 SM1198  STATE/COUNTY-  ND/WELLS
 SM1198  USGS QUAD   -  BOWDON (1986)
 SM1198
 SM1198                         *CURRENT SURVEY CONTROL
 SM1198  ___________________________________________________________________
 SM1198* NAD 83(1996)-  47 28 03.46715(N)    099 42 37.65359(W)     ADJUSTED  
 SM1198* NAVD 88     -                                                        
 SM1198  ___________________________________________________________________
 SM1198  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 SM1198  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 SM1198
 SM1198  HORZ ORDER  -  THIRD
 SM1198
 SM1198.The horizontal coordinates were established by classical geodetic methods
 SM1198.and adjusted by the National Geodetic Survey in January 1998..
 SM1198
 SM1198
 SM1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1198
 SM1198.The geoid height was determined by GEOID03.
 SM1198
 SM1198;                    North         East     Units Scale Factor Converg.
 SM1198;SPC ND N     -    52,296.595   659,521.931   MT  0.99999343   +0 35 15.1
 SM1198;SPC ND N     -   171,576.76  2,163,785.86   iFT  0.99999343   +0 35 15.1
 SM1198;UTM  14      - 5,257,376.854   446,460.107   MT  0.99963523   -0 31 24.8
 SM1198
 SM1198                          SUPERSEDED SURVEY CONTROL
 SM1198
 SM1198  NAD 83(1986)-  47 28 03.47288(N)    099 42 37.65244(W) AD(       ) 4
 SM1198  NAD 27      -  47 28 03.46300(N)    099 42 36.21100(W) AD(       ) 3
 SM1198
 SM1198.Superseded values are not recommended for survey control.
 SM1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1198.See file dsdata.txt to determine how the superseded data were derived.
 SM1198
 SM1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT4646057377(NAD 83)
 SM1198
 SM1198  HISTORY     - Date     Condition        Report By
 SM1198  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1198
 SM1198                          STATION DESCRIPTION
 SM1198
 SM1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1198'THIS INTERSECTION STATION IS LOCATED IN THE SW PART OF BOWDON,
 SM1198'APPROXIMATELY 50 YARDS FROM THE NORTHERN PACIFIC RAILROAD TRACKS
 SM1198'AND 0.1 MILE WNW OF THE BOWDON DEPOT.  IT IS PAINTED RED, IS
 SM1198'ABOUT 70 FEET HIGH AND WAS BUILT IN 1905.  IT IS THE MOST
 SM1198'WESTERLY OF FOUR ELEVATORS.
 SM1198'
 SM1198'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0347 ***********************************************************************
 SN0347  DESIGNATION -  BOWERS
 SN0347  PID         -  SN0347
 SN0347  STATE/COUNTY-  ND/MCHENRY
 SN0347  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0347
 SN0347                         *CURRENT SURVEY CONTROL
 SN0347  ___________________________________________________________________
 SN0347* NAD 83(1996)-  47 56 58.88676(N)    100 57 03.20667(W)     ADJUSTED  
 SN0347* NAVD 88     -       556.586  (meters)    1826.07   (feet)  ADJUSTED  
 SN0347  ___________________________________________________________________
 SN0347  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 SN0347  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SN0347  DYNAMIC HT  -         556.653 (meters)    1826.29  (feet)  COMP
 SN0347  MODELED GRAV-     980,714.7   (mgal)                       NAVD 88
 SN0347
 SN0347  HORZ ORDER  -  SECOND
 SN0347  VERT ORDER  -  SECOND    CLASS 0
 SN0347
 SN0347.The horizontal coordinates were established by classical geodetic methods
 SN0347.and adjusted by the National Geodetic Survey in January 1998..
 SN0347
 SN0347.The orthometric height was determined by differential leveling
 SN0347.and adjusted by the National Geodetic Survey in June 1991..
 SN0347
 SN0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0347
 SN0347.The geoid height was determined by GEOID03.
 SN0347
 SN0347.The dynamic height is computed by dividing the NAVD 88
 SN0347.geopotential number by the normal gravity value computed on the
 SN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0347.degrees latitude (g = 980.6199 gals.).
 SN0347
 SN0347.The modeled gravity was interpolated from observed gravity values.
 SN0347
 SN0347;                    North         East     Units Scale Factor Converg.
 SN0347;SPC ND N     -   105,685.678   566,321.678   MT  0.99993861   -0 20 07.9
 SN0347;SPC ND N     -   346,737.79  1,858,010.75   iFT  0.99993861   -0 20 07.9
 SN0347;UTM  14      - 5,312,550.415   354,333.750   MT  0.99986073   -1 26 56.0
 SN0347
 SN0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0347!SPC ND N     -   0.99991605  x   0.99993861  =   0.99985466
 SN0347!UTM  14      -   0.99991605  x   0.99986073  =   0.99977679
 SN0347
 SN0347:                Primary Azimuth Mark                     Grid Az
 SN0347:SPC ND N     -  VELVA VERENDRYE ELEC RAD MAST            007 03 36.4
 SN0347:UTM  14      -  VELVA VERENDRYE ELEC RAD MAST            008 10 24.5
 SN0347
 SN0347|---------------------------------------------------------------------|
 SN0347| PID    Reference Object                     Distance      Geod. Az  |
 SN0347|                                                           dddmmss.s |
 SN0347| TF2066 VELVA VERENDRYE ELEC RAD MAST       APPROX.11.4 KM 0064328.5 |
 SN0347| SN0346 BOWERS AZ MK                                       0920846.4 |
 SN0347| SN0348 BOWERS RM 1                           7.435 METERS 10926     |
 SN0347| SN1614 DOGDEN BUTTE BUR RECLA N MAST       APPROX.20.4 KM 1350655.4 |
 SN0347| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      APPROX.20.6 KM 1353948.6 |
 SN0347| SN0349 BOWERS RM 2                           4.667 METERS 19915     |
 SN0347|---------------------------------------------------------------------|
 SN0347
 SN0347                          SUPERSEDED SURVEY CONTROL
 SN0347
 SN0347  NAD 83(1986)-  47 56 58.88829(N)    100 57 03.20426(W) AD(       ) 2
 SN0347  NAD 27      -  47 56 58.86810(N)    100 57 01.66070(W) AD(       ) 2
 SN0347  NGVD 29 (??/??/92)  556.198  (m)         1824.79   (f) ADJ UNCH    2 0
 SN0347
 SN0347.Superseded values are not recommended for survey control.
 SN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0347.See file dsdata.txt to determine how the superseded data were derived.
 SN0347
 SN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU5433412550(NAD 83)
 SN0347_MARKER: DS = TRIANGULATION STATION DISK
 SN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0347_STAMPING: BOWERS 1962
 SN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0347+STABILITY: SURFACE MOTION
 SN0347
 SN0347  HISTORY     - Date     Condition        Report By
 SN0347  HISTORY     - 1962     MONUMENTED       CGS
 SN0347  HISTORY     - 1962     GOOD             CGS
 SN0347
 SN0347                          STATION DESCRIPTION
 SN0347
 SN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0347'THE STATION IS LOCATED 1 MILE WEST AND 7 MILES SOUTH OF THE TOWN
 SN0347'OF VELVA, IN THE SW 1/4 OF SEC. 29, T152N, R80W, IN THE NORTHEAST
 SN0347'ANGLE OF AN INTERSECTION.
 SN0347'
 SN0347'TO REACH FROM THE POST OFFICE IN VELVA, GO SOUTH ON THE MAIN
 SN0347'STREET FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 SN0347'ROUTE 41.  CONTINUE SOUTH ON STATE ROUTE 41 FOR 6.35 MILES TO A
 SN0347'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1 MILE TO A CROSSROAD.
 SN0347'TURN LEFT AND GO SOUTH FOR 1 MILE TO THE STATION ON THE LEFT
 SN0347'IN THE NORTHEAST ANGLE OF AN INTERSECTION.  TO REACH AZIMUTH
 SN0347'MARK FROM THIS POINT, TURN LEFT AND GO EAST FOR 0.25 MILE TO
 SN0347'THE AZIMUTH ON THE RIGHT SIDE OF THE ROAD.
 SN0347'
 SN0347'THE STATION MARK IS A STANDARD DISK STAMPED BOWERS 1962 AND
 SN0347'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0347'PROJECTS 10 INCHES.  IT IS 45 FEET EAST OF THE CENTER OF A ROAD,
 SN0347'43 FEET NORTH OF THE CENTER OF A ROAD, 6.6 FEET EAST OF A POWER
 SN0347'LINE POLE AND 4.5 FEET NORTHEAST OF THE WITNESS POST.
 SN0347'
 SN0347'REFERENCE MARK NO. 1, STAMPED BOWERS NO 1 1962, IS A STANDARD
 SN0347'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN0347'WHICH PROJECTS 2 INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF A
 SN0347'ROAD, 31.8 FEET SOUTHEAST OF A POWER LINE POLE AND 27.8 FEET
 SN0347'SOUTHEAST OF THE WITNESS POST.
 SN0347'
 SN0347'REFERENCE MARK NO. 2, STAMPED BOWERS NO 2 1962, IS A STANDARD
 SN0347'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0347'PROJECTS 2 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A ROAD,
 SN0347'29 FEET NORTH OF THE CENTER OF A ROAD, 15 FEET SOUTH OF A POWER
 SN0347'LINE POLE AND 12.8 FEET SOUTH OF THE WITNESS POST.
 SN0347'
 SN0347'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOWERS 1962 AND IS
 SN0347'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0347'PROJECTS 2 INCHES.  IT IS 14 FEET SOUTH OF THE CENTER OF A ROAD
 SN0347'AND 1.8 FEET NORTH OF THE WITNESS POST.
 SN0347'
 SN0347'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 28.75 FEET AND 8.765 METERS.
 SN0347
 SN0347                          STATION RECOVERY (1962)
 SN0347
 SN0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0347'8.3 MI S FROM VELVA.
 SN0347'7.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0347'HIGHWAY NO. 52 AT VELVA, THENCE, 1.0 MILE WEST ALONG A GRADED ROAD, AT
 SN0347'A GRADED ROAD INTERSECTION, 59.5 FEET NORTHEAST OF THE CENTERLINE OF
 SN0347'THE INTERSECTION, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 SN0347'EAST 42.5 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 6.5
 SN0347'FEET EAST OF A POWER POLE, 4.3 FEET NORTHEAST OF A WITNESS POST, ABOUT
 SN0347'LEVEL WITH THE ROAD LEADING EAST AND SET IN THE TOP OF A CONCRETE POST
 SN0347'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0346 ***********************************************************************
 SN0346  DESIGNATION -  BOWERS AZ MK
 SN0346  PID         -  SN0346
 SN0346  STATE/COUNTY-  ND/MCHENRY
 SN0346  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0346
 SN0346                         *CURRENT SURVEY CONTROL
 SN0346  ___________________________________________________________________
 SN0346* NAD 83(1986)-  47 56 59.     (N)    100 56 45.     (W)     SCALED    
 SN0346* NAVD 88     -       550.961  (meters)    1807.61   (feet)  ADJUSTED  
 SN0346  ___________________________________________________________________
 SN0346  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SN0346  DYNAMIC HT  -         551.027 (meters)    1807.83  (feet)  COMP
 SN0346  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 SN0346
 SN0346  VERT ORDER  -  SECOND    CLASS 0
 SN0346
 SN0346.The horizontal coordinates were scaled from a topographic map and have
 SN0346.an estimated accuracy of +/- 6 seconds.
 SN0346
 SN0346.The orthometric height was determined by differential leveling
 SN0346.and adjusted by the National Geodetic Survey in June 1991..
 SN0346
 SN0346.The geoid height was determined by GEOID03.
 SN0346
 SN0346.The dynamic height is computed by dividing the NAVD 88
 SN0346.geopotential number by the normal gravity value computed on the
 SN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0346.degrees latitude (g = 980.6199 gals.).
 SN0346
 SN0346.The modeled gravity was interpolated from observed gravity values.
 SN0346
 SN0346;                    North         East    Units  Estimated Accuracy
 SN0346;SPC ND N     -   105,690.      566,700.      MT  (+/- 180 meters Scaled)
 SN0346
 SN0346                          SUPERSEDED SURVEY CONTROL
 SN0346
 SN0346  NGVD 29 (??/??/92)  550.573  (m)         1806.34   (f) ADJ UNCH    2 0
 SN0346
 SN0346.Superseded values are not recommended for survey control.
 SN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0346.See file dsdata.txt to determine how the superseded data were derived.
 SN0346
 SN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU547125(NAD 83)
 SN0346_MARKER: DZ = AZIMUTH MARK DISK
 SN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0346_STAMPING: BOWERS 1962
 SN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0346+STABILITY: SURFACE MOTION
 SN0346
 SN0346  HISTORY     - Date     Condition        Report By
 SN0346  HISTORY     - 1962     MONUMENTED       CGS
 SN0346
 SN0346                          STATION DESCRIPTION
 SN0346
 SN0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0346'8.0 MI S FROM VELVA.
 SN0346'7.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0346'HIGHWAY NO. 52 AT VELVA, THENCE, 0.7 MILE WEST ALONG A GRADED ROAD,
 SN0346'ABOUT 0.3 MILE EAST OF A GRADED ROAD INTERSECTION, ON THE SOUTH
 SN0346'SHOULDER OF THE ROAD, 15.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 SN0346'11.5 FEET WEST OF THE EXTENDED LINE OF A FENCE LINE LEADING NORTH AWAY
 SN0346'FROM THE ROAD, 1.8 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT BELOW
 SN0346'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0346'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0348 ***********************************************************************
 SN0348  DESIGNATION -  BOWERS RM 1
 SN0348  PID         -  SN0348
 SN0348  STATE/COUNTY-  ND/MCHENRY
 SN0348  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0348
 SN0348                         *CURRENT SURVEY CONTROL
 SN0348  ___________________________________________________________________
 SN0348* NAD 83(1986)-  47 56 58.     (N)    100 57 03.     (W)     SCALED    
 SN0348* NAVD 88     -       556.313  (meters)    1825.17   (feet)  ADJUSTED  
 SN0348  ___________________________________________________________________
 SN0348  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SN0348  DYNAMIC HT  -         556.381 (meters)    1825.39  (feet)  COMP
 SN0348  MODELED GRAV-     980,714.7   (mgal)                       NAVD 88
 SN0348
 SN0348  VERT ORDER  -  SECOND    CLASS 0
 SN0348
 SN0348.The horizontal coordinates were scaled from a topographic map and have
 SN0348.an estimated accuracy of +/- 6 seconds.
 SN0348
 SN0348.The orthometric height was determined by differential leveling
 SN0348.and adjusted by the National Geodetic Survey in June 1991..
 SN0348
 SN0348.The geoid height was determined by GEOID03.
 SN0348
 SN0348.The dynamic height is computed by dividing the NAVD 88
 SN0348.geopotential number by the normal gravity value computed on the
 SN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0348.degrees latitude (g = 980.6199 gals.).
 SN0348
 SN0348.The modeled gravity was interpolated from observed gravity values.
 SN0348
 SN0348;                    North         East    Units  Estimated Accuracy
 SN0348;SPC ND N     -   105,660.      566,330.      MT  (+/- 180 meters Scaled)
 SN0348
 SN0348                          SUPERSEDED SURVEY CONTROL
 SN0348
 SN0348  NGVD 29 (??/??/92)  555.925  (m)         1823.90   (f) ADJ UNCH    2 0
 SN0348
 SN0348.Superseded values are not recommended for survey control.
 SN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0348.See file dsdata.txt to determine how the superseded data were derived.
 SN0348
 SN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU543125(NAD 83)
 SN0348_MARKER: DR = REFERENCE MARK DISK
 SN0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0348_STAMPING: BOWERS NO. 1 1962
 SN0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0348+STABILITY: SURFACE MOTION
 SN0348
 SN0348  HISTORY     - Date     Condition        Report By
 SN0348  HISTORY     - 1962     MONUMENTED       CGS
 SN0348
 SN0348                          STATION DESCRIPTION
 SN0348
 SN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0348'8.3 MI S FROM VELVA.
 SN0348'7.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0348'HIGHWAY NO. 52 AT VELVA, THENCE, 1.0 MILE WEST ALONG A GRADED ROAD, AT
 SN0348'A GRADED ROAD INTERSECTION, 74 FEET NORTHEAST OF THE CENTERLINE OF THE
 SN0348'INTERSECTION, 35.5 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 SN0348'EAST, 30.5 FEET SOUTHEAST OF A POWER POLE, 24.4 FEET SOUTHEAST OF THE
 SN0348'STATION MARK, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SN0348'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0349 ***********************************************************************
 SN0349  DESIGNATION -  BOWERS RM 2
 SN0349  PID         -  SN0349
 SN0349  STATE/COUNTY-  ND/MCHENRY
 SN0349  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0349
 SN0349                         *CURRENT SURVEY CONTROL
 SN0349  ___________________________________________________________________
 SN0349* NAD 83(1986)-  47 56 58.     (N)    100 57 03.     (W)     SCALED    
 SN0349* NAVD 88     -       556.500  (meters)    1825.78   (feet)  ADJUSTED  
 SN0349  ___________________________________________________________________
 SN0349  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SN0349  DYNAMIC HT  -         556.567 (meters)    1826.00  (feet)  COMP
 SN0349  MODELED GRAV-     980,714.7   (mgal)                       NAVD 88
 SN0349
 SN0349  VERT ORDER  -  SECOND    CLASS 0
 SN0349
 SN0349.The horizontal coordinates were scaled from a topographic map and have
 SN0349.an estimated accuracy of +/- 6 seconds.
 SN0349
 SN0349.The orthometric height was determined by differential leveling
 SN0349.and adjusted by the National Geodetic Survey in June 1991..
 SN0349
 SN0349.The geoid height was determined by GEOID03.
 SN0349
 SN0349.The dynamic height is computed by dividing the NAVD 88
 SN0349.geopotential number by the normal gravity value computed on the
 SN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0349.degrees latitude (g = 980.6199 gals.).
 SN0349
 SN0349.The modeled gravity was interpolated from observed gravity values.
 SN0349
 SN0349;                    North         East    Units  Estimated Accuracy
 SN0349;SPC ND N     -   105,660.      566,330.      MT  (+/- 180 meters Scaled)
 SN0349
 SN0349                          SUPERSEDED SURVEY CONTROL
 SN0349
 SN0349  NGVD 29 (??/??/92)  556.112  (m)         1824.51   (f) ADJ UNCH    2 0
 SN0349
 SN0349.Superseded values are not recommended for survey control.
 SN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0349.See file dsdata.txt to determine how the superseded data were derived.
 SN0349
 SN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU543125(NAD 83)
 SN0349_MARKER: DR = REFERENCE MARK DISK
 SN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0349_STAMPING: BOWERS NO. 2 1962
 SN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0349+STABILITY: SURFACE MOTION
 SN0349
 SN0349  HISTORY     - Date     Condition        Report By
 SN0349  HISTORY     - 1962     MONUMENTED       CGS
 SN0349
 SN0349                          STATION DESCRIPTION
 SN0349
 SN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0349'8.3 MI S FROM VELVA.
 SN0349'7.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0349'HIGHWAY NO. 52 AT VELVA, THENCE, 1.0 MILE WEST ALONG A GRADED ROAD, AT
 SN0349'A GRADED ROAD INTERSECTION, 47 FEET NORTHEAST OF THE CENTERLINE OF THE
 SN0349'INTERSECTION, 39 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 SN0349'NORTH, 29 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 15
 SN0349'FEET SOUTH OF A POWER POLE, 15.3 FEET SOUTH OF THE STATION MARK, ABOUT
 SN0349'LEVEL WITH THE ROAD LEADING EAST AND SET IN THE TOP OF A CONCRETE POST
 SN0349'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1914 ***********************************************************************
 TG1914  DESIGNATION -  BOWIE
 TG1914  PID         -  TG1914
 TG1914  STATE/COUNTY-  ND/DIVIDE
 TG1914  USGS QUAD   -  COLGAN WEST (1983)
 TG1914
 TG1914                         *CURRENT SURVEY CONTROL
 TG1914  ___________________________________________________________________
 TG1914* NAD 83(1996)-  48 59 55.98664(N)    103 44 02.65164(W)     ADJUSTED  
 TG1914* NAVD 88     -       715.     (meters)    2346.     (feet)  SCALED    
 TG1914  ___________________________________________________________________
 TG1914  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 TG1914  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG1914
 TG1914  HORZ ORDER  -  FIRST
 TG1914
 TG1914.The horizontal coordinates were established by classical geodetic methods
 TG1914.and adjusted by the National Geodetic Survey in January 1998..
 TG1914
 TG1914.The orthometric height was scaled from a topographic map.
 TG1914
 TG1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1914
 TG1914.The geoid height was determined by GEOID03.
 TG1914
 TG1914;                    North         East     Units Scale Factor Converg.
 TG1914;SPC ND N     -   227,223.365   363,406.574   MT  1.00006352   -2 24 23.7
 TG1914;SPC ND N     -   745,483.48  1,192,278.79   iFT  1.00006352   -2 24 23.7
 TG1914;UTM  13      - 5,428,103.905   592,594.351   MT  0.99970532   +0 57 19.7
 TG1914
 TG1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1914!SPC ND N     -   0.99989087  x   1.00006352  =   0.99995439
 TG1914!UTM  13      -   0.99989087  x   0.99970532  =   0.99959623
 TG1914
 TG1914:                Primary Azimuth Mark                     Grid Az
 TG1914:SPC ND N     -  OLSEN                                    079 22 02.5
 TG1914:UTM  13      -  OLSEN                                    076 00 19.1
 TG1914
 TG1914|---------------------------------------------------------------------|
 TG1914| PID    Reference Object                     Distance      Geod. Az  |
 TG1914|                                                           dddmmss.s |
 TG1914| TG2055 OLSEN                               APPROX. 2.6 KM 0765738.8 |
 TG1914| TG1987 BOUNDARY MON 592 CD US               90.645 METERS 31404     |
 TG1914|---------------------------------------------------------------------|
 TG1914
 TG1914                          SUPERSEDED SURVEY CONTROL
 TG1914
 TG1914  NAD 83(1986)-  48 59 55.98935(N)    103 44 02.64349(W) AD(       ) 1
 TG1914  NAD 27      -  48 59 55.87000(N)    103 44 00.91700(W) AD(       ) 1
 TG1914
 TG1914.Superseded values are not recommended for survey control.
 TG1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1914.See file dsdata.txt to determine how the superseded data were derived.
 TG1914
 TG1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9259428104(NAD 83)
 TG1914_MARKER: DD = SURVEY DISK
 TG1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1914+STABILITY: SURFACE MOTION
 TG1914
 TG1914  HISTORY     - Date     Condition        Report By
 TG1914  HISTORY     - 1911     MONUMENTED       IBC
 TG1914  HISTORY     - 1912     GOOD             CGS
 TG1914  HISTORY     - 1924     GOOD             GSC
 TG1914  HISTORY     - 1935     GOOD             CGS
 TG1914
 TG1914                          STATION DESCRIPTION
 TG1914
 TG1914'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1914'ABOUT 1-1/2 MILES WEST AND 3 MILES NORTH OF AMBROSE, IN THE EAST HALF
 TG1914'OF FRACTIONAL SECTION 25, TOWNSHIP 164 N, RANGE 101 W, FIFTH PRINCIPAL
 TG1914'MERIDIAN, ON A KNOLL JUST SOUTH OF THE INTERNATIONAL BOUNDARY.
 TG1914'
 TG1914'STATION MARK--A BRONZE DISK STAMPED---U.S. AND C.B. SURVEY---IN A
 TG1914'CONCRETE PIER 12 BY 12 BY 19 INCHES SET FIRMLY IN THE GROUND AND
 TG1914'SURMOUNTED WITH A CAIRN.  INTERNATIONAL BOUNDARY MONUMENT 592 IS
 TG1914'90.70 METERS FROM THE STATION IN BEARING 134 DEGREES 05 MINUTES.
 TG1914
 TG1914                          STATION RECOVERY (1912)
 TG1914
 TG1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1912
 TG1914'RECOVERED.
 TG1914
 TG1914                          STATION RECOVERY (1924)
 TG1914
 TG1914'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1924
 TG1914'ABOUT 11-1/2 MILES WEST AND 3 MILES NORTH OF AMBROSE, IN
 TG1914'THE EAST HALF OF FRACTIONAL SEC. 25, T. 164 N., R. 101 W.,
 TG1914'FIFTH PRINCIPAL MERIDIAN, ON A KNOLL JUST SOUTH OF THE
 TG1914'INTERNATIONAL BOUNDARY.
 TG1914'
 TG1914'STATION MARK--A BRONZE DISK STAMPED U.S. AND C.B. SURVEY IN
 TG1914'A CONCRETE PIER 12 BY 12 BY 19 INCHES SET FIRMLY IN THE
 TG1914'GROUND AND SURMOUNTED WITH A CAIRN.  INTERNATIONAL BOUNDARY
 TG1914'MONUMENT 592 IS 90.70 METERS FROM THE STATION N 45
 TG1914'DEG 55 MIN W.
 TG1914
 TG1914                          STATION RECOVERY (1935)
 TG1914
 TG1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1914'STATION WAS FOUND AS DESCRIBED EXCEPT THAT THE CAIRN IS NO
 TG1914'LONGER IN EVIDENCE.
 TG1914'
 TG1914'BOUNDARY MONUMENT NO. 232A WAS FOUND IN THE DESCRIBED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0918 ***********************************************************************
 RR0918  DESIGNATION -  BOWMAN
 RR0918  PID         -  RR0918
 RR0918  STATE/COUNTY-  ND/SIOUX
 RR0918  USGS QUAD   -  LOOKOUT BUTTE (1971)
 RR0918
 RR0918                         *CURRENT SURVEY CONTROL
 RR0918  ___________________________________________________________________
 RR0918* NAD 83(1996)-  46 00 02.79546(N)    101 24 10.90281(W)     ADJUSTED  
 RR0918* NAVD 88     -       742.4    (meters)    2436.     (feet)  VERTCON   
 RR0918  ___________________________________________________________________
 RR0918  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 RR0918  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 RR0918
 RR0918  HORZ ORDER  -  FIRST
 RR0918
 RR0918.The horizontal coordinates were established by classical geodetic methods
 RR0918.and adjusted by the National Geodetic Survey in January 1998..
 RR0918
 RR0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0918
 RR0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0918
 RR0918.The geoid height was determined by GEOID03.
 RR0918
 RR0918;                    North         East     Units Scale Factor Converg.
 RR0918;SPC ND S     -    37,541.025   530,048.088   MT  1.00004088   -0 39 31.2
 RR0918;SPC ND S     -   123,166.09  1,739,002.91   iFT  1.00004088   -0 39 31.2
 RR0918;SPC SD N     -   241,810.390   491,315.396   MT  1.00007678   -0 59 34.7
 RR0918;SPC SD N     -   793,339.59  1,611,923.93   sFT  1.00007678   -0 59 34.7
 RR0918;UTM  14      - 5,096,941.417   313,932.376   MT  1.00002563   -1 43 44.8
 RR0918
 RR0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0918!SPC ND S     -   0.99988680  x   1.00004088  =   0.99992768
 RR0918!SPC SD N     -   0.99988680  x   1.00007678  =   0.99996358
 RR0918!UTM  14      -   0.99988680  x   1.00002563  =   0.99991243
 RR0918
 RR0918|---------------------------------------------------------------------|
 RR0918| PID    Reference Object                     Distance      Geod. Az  |
 RR0918|                                                           dddmmss.s |
 RR0918| CQ7134 BOWMAN RM 1                          19.789 METERS 02541     |
 RR0918| CQ7135 BOWMAN RM 2                          22.741 METERS 06845     |
 RR0918| CQ7133 BOWMAN AZ MK                                       1551425.8 |
 RR0918|---------------------------------------------------------------------|
 RR0918
 RR0918                          SUPERSEDED SURVEY CONTROL
 RR0918
 RR0918  NAD 83(1986)-  46 00 02.78730(N)    101 24 10.89928(W) AD(       ) 1
 RR0918  NAD 27      -  46 00 02.77100(N)    101 24 09.43100(W) AD(       ) 1
 RR0918  NGVD 29 (07/19/86)  741.9    (m)         2434.     (f) VERT ANG       
 RR0918
 RR0918.Superseded values are not recommended for survey control.
 RR0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0918.See file dsdata.txt to determine how the superseded data were derived.
 RR0918
 RR0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1393296941(NAD 83)
 RR0918_MARKER: DS = TRIANGULATION STATION DISK
 RR0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0918
 RR0918  HISTORY     - Date     Condition        Report By
 RR0918  HISTORY     - 1934     MONUMENTED       CGS
 RR0918  HISTORY     - 1952     GOOD             CGS
 RR0918  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RR0918  HISTORY     - 1970     SEE DESCRIPTION  USGS
 RR0918
 RR0918                          STATION DESCRIPTION
 RR0918
 RR0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0918'STATION IS LOCATED ABOUT 6 MILES N BY W OF MC INTOSH, SOUTH
 RR0918'DAKOTA IN NE 1/4 OF SEC. 14, T 129 N, R 86 W, ON A HIGH ROCKY,
 RR0918'CONE SHAPED PEAK WHICH IS THE HIGHEST GROUND FOR MILES AROUND.
 RR0918'
 RR0918'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0918'BRONZE DISKS SET IN CONCRETE.
 RR0918'
 RR0918'REFERENCE MARK NO. 1 IS 19.790 METERS (64.93 FEET) NE OF STATION
 RR0918'SET AT FOOT OF SLOPE.
 RR0918'
 RR0918'REFERENCE MARK NO. 2 IS 22.740 METERS (74.61 FEET) E OF STATION
 RR0918'SET AT FOOT OF FIRST SLOPE.
 RR0918'
 RR0918'AZIMUTH MARK IS DISTANT ABOUT 0.8 MILE SSE OF STATION SET IN
 RR0918'REAR OF FARMHOUSE, AND IS REACHED FROM STATION BY GOING N TO
 RR0918'ROAD THENCE E 0.35 MILE TO CROSSROADS, THENCE S 0.7 MILE TO
 RR0918'FARMHOUSE ON W SIDE OF ROAD.  MARK IS PLACED IN E FENCE LINE
 RR0918'OF LANE LEADING TO BARN, WHICH IS ABOUT 20 METERS W OF DWELLING,
 RR0918'AND ABOUT 30 METER N OF BARN.
 RR0918'
 RR0918'STATION IS REACHED FROM MC INTOSH POST OFFICE BY GOING N 0.1
 RR0918'MILE THENCE W 0.9 MILE ON U.S. HIGHWAY 12, THENCE N ON GRADED
 RR0918'ROAD, LEAVING U.S. HIGHWAY 12, FOR 3.0 MILES THENCE W 1.0 MILE,
 RR0918'THENCE N 3.0 MILES TO CROSSROADS.  TURN W AT CROSSROADS AND GO
 RR0918'0.35 MILE TO N SLOPE OF PEAK.  LEAVE ROAD AND GO N ABOUT 200
 RR0918'YARDS TO HIGHEST GROUND AND STATION.  MARK IS PLACED IN THE
 RR0918'CENTER OF A 12- BY 12-FOOT SQUARE FLAT SPACE ON TOP.
 RR0918'
 RR0918'HEIGHT OF LIGHT ABOVE STATION MARK - 4.0 METERS.
 RR0918
 RR0918                          STATION RECOVERY (1952)
 RR0918
 RR0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 RR0918'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DUE
 RR0918'TO ROAD AND LOCAL CHANGES A NEW DESCRIPTION FOLLOWS--
 RR0918'
 RR0918'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF MC INTOSH,
 RR0918'ON THE CREST OF A LONE, CONE SHAPED BUTTE, IN THE NE 1/4 OF
 RR0918'SECTION 14, T 129 N, R 86 W, AND ABOUT 0.1 MILE SOUTH OF A DIRT
 RR0918'ROAD.
 RR0918'
 RR0918'TO REACH THE STATION FROM THE POST OFFICE IN MC INTOSH, GO NORTH
 RR0918'ON THE MAIN STREET FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 RR0918'NO. 12.  THEN LEFT, WEST, ON NO. 12 FOR 1 MILE.  THEN RIGHT,
 RR0918'NORTH, ON A DIRT ROAD FOR 1.75 MILE.  THEN JOG LEFT ON THE STATE
 RR0918'LINE ROAD FOR 0.3 MILE.  THEN RIGHT, NORTH, FOR 1.0 MILE.  THEN
 RR0918'LEFT, WEST, FOR 1.0 MILE.  THEN RIGHT, NORTH, FOR 2.4 MILE TO
 RR0918'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.8 MILE.
 RR0918'THEN LEFT, WEST, ON A DIM DIRT ROAD FOR 0.35 MILE, AND THE END
 RR0918'OF TRUCK TRAVEL.  PACK SOUTHERLY FOR ABOUT 0.1 MILE TO THE
 RR0918'STATION.
 RR0918'
 RR0918'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RR0918'BOWMAN 1934.
 RR0918'
 RR0918'REFERENCE MARK NO. 1 IS AT THE FOOT OF THE NORTH SLOPE OF THE
 RR0918'BUTTE.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED BOWMAN
 RR0918'NO 1 1934.
 RR0918'
 RR0918'REFERENCE MARK NO. 2 IS AT THE FOOT OF THE EASTERLY SLOPE OF
 RR0918'THE BUTTE, AND NEAR THE SOUTH EDGE OF A NORTH-SOUTH RIDGE.
 RR0918'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED BOWMAN NO 2 1934.
 RR0918'
 RR0918'THE AZIMUTH MARK IS ABOUT 200 FEET WEST OF A DIRT ROAD, ABOUT
 RR0918'150 FEET WEST-NORTHWEST OF A ROCK FOUNDATION (THE REMAINS OF
 RR0918'A FARM BUILDING), 26 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 RR0918'REMAINS OF A ROOT CELLAR, 23 FEET EAST OF A FENCE LINE, AND 2
 RR0918'FEET NORTH OF A 4 IN X 4 IN WITNESS POST.  IT PROJECTS 10 INCHES,
 RR0918'AND THE DISK IS STAMPED BOWMAN AZI 1934.
 RR0918
 RR0918                          STATION RECOVERY (1959)
 RR0918
 RR0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0918'THIS STATION HAS BEEN DESTROYED.  THE TOP OF THE HILL WAS
 RR0918'REMOVED AND APPEARANTLY BOTH THE SURFACE AND UNDERGROUND MARKS
 RR0918'WERE DESTROYED WHEN THIS WAS DONE.  R.M. NO. 2 AND THE AZIMUTH
 RR0918'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 RR0918
 RR0918                          STATION RECOVERY (1970)
 RR0918
 RR0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JCL)
 RR0918'GRAVEL AND DIRT HAS BEEN REMOVED FROM SIDE OF HILL, AND WHERE
 RR0918'STATION WAS DESCRIBED, GROUND HAS BEEN GONE.  REF. MK. 1 WAS NOT
 RR0918'FOUND ALSO.  REF. MK. 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0457 ***********************************************************************
 RS0457  DESIGNATION -  BOWMAN CATHOLIC CHURCH CUPOLA
 RS0457  PID         -  RS0457
 RS0457  STATE/COUNTY-  ND/BOWMAN
 RS0457  USGS QUAD   -  BOWMAN (1968)
 RS0457
 RS0457                         *CURRENT SURVEY CONTROL
 RS0457  ___________________________________________________________________
 RS0457* NAD 83(1996)-  46 10 45.75084(N)    103 23 48.17646(W)     ADJUSTED  
 RS0457* NAVD 88     -                                                        
 RS0457  ___________________________________________________________________
 RS0457  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 RS0457  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RS0457
 RS0457  HORZ ORDER  -  THIRD
 RS0457
 RS0457.The horizontal coordinates were established by classical geodetic methods
 RS0457.and adjusted by the National Geodetic Survey in January 1998..
 RS0457
 RS0457
 RS0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0457
 RS0457.The geoid height was determined by GEOID03.
 RS0457
 RS0457;                    North         East     Units Scale Factor Converg.
 RS0457;SPC ND S     -    61,114.528   376,387.559   MT  1.00000078   -2 06 46.1
 RS0457;SPC ND S     -   200,506.98  1,234,867.32   iFT  1.00000078   -2 06 46.1
 RS0457;UTM  13      - 5,115,226.961   623,743.593   MT  0.99978823   +1 09 25.0
 RS0457
 RS0457                          SUPERSEDED SURVEY CONTROL
 RS0457
 RS0457  NAD 83(1996)-  46 10 45.73839(N)    103 23 48.17276(W) AD(       ) 4
 RS0457  NAD 83(1986)-  46 10 45.73570(N)    103 23 48.16826(W) AD(       ) 4
 RS0457  NAD 27      -  46 10 45.71000(N)    103 23 46.51000(W) AD(       ) 3
 RS0457
 RS0457.Superseded values are not recommended for survey control.
 RS0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0457.See file dsdata.txt to determine how the superseded data were derived.
 RS0457
 RS0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2374415227(NAD 83)
 RS0457_MARKER: 86 = CUPOLA
 RS0457
 RS0457  HISTORY     - Date     Condition        Report By
 RS0457  HISTORY     - 1949     FIRST OBSERVED   CGS
 RS0457
 RS0457                          STATION DESCRIPTION
 RS0457
 RS0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0457'STATION IS LOCATED IN THE SOUTHWEST EDGE OF BOWMAN.  IT IS
 RS0457'A LARGE WOODEN STRUCTURE WITH A CUPOLA AND A CROSS ON TOP AND
 RS0457'PAINTED WHITE.  IT IS 64 FEET HIGH AND THE POINT OF INTERSECTION
 RS0457'WAS THE BASE OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0455 ***********************************************************************
 RS0455  DESIGNATION -  BOWMAN HIGH SCHOOL CHIMNEY
 RS0455  PID         -  RS0455
 RS0455  STATE/COUNTY-  ND/BOWMAN
 RS0455  USGS QUAD   -  BOWMAN (1968)
 RS0455
 RS0455                         *CURRENT SURVEY CONTROL
 RS0455  ___________________________________________________________________
 RS0455* NAD 83(1996)-  46 10 49.95962(N)    103 24 00.14525(W)     ADJUSTED  
 RS0455* NAVD 88     -                                                        
 RS0455  ___________________________________________________________________
 RS0455  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 RS0455  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RS0455
 RS0455  HORZ ORDER  -  THIRD
 RS0455
 RS0455.The horizontal coordinates were established by classical geodetic methods
 RS0455.and adjusted by the National Geodetic Survey in January 1998..
 RS0455
 RS0455
 RS0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0455
 RS0455.The geoid height was determined by GEOID03.
 RS0455
 RS0455;                    North         East     Units Scale Factor Converg.
 RS0455;SPC ND S     -    61,253.860   376,135.824   MT  1.00000055   -2 06 54.9
 RS0455;SPC ND S     -   200,964.11  1,234,041.42   iFT  1.00000055   -2 06 54.9
 RS0455;UTM  13      - 5,115,351.682   623,484.376   MT  0.99978745   +1 09 16.4
 RS0455
 RS0455                          SUPERSEDED SURVEY CONTROL
 RS0455
 RS0455  NAD 83(1996)-  46 10 49.94728(N)    103 24 00.14149(W) AD(       ) 4
 RS0455  NAD 83(1986)-  46 10 49.94462(N)    103 24 00.13698(W) AD(       ) 4
 RS0455  NAD 27      -  46 10 49.92300(N)    103 23 58.47500(W) AD(       ) 3
 RS0455
 RS0455.Superseded values are not recommended for survey control.
 RS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0455.See file dsdata.txt to determine how the superseded data were derived.
 RS0455
 RS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2348415352(NAD 83)
 RS0455_MARKER: 85 = CHIMNEY
 RS0455
 RS0455  HISTORY     - Date     Condition        Report By
 RS0455  HISTORY     - 1949     FIRST OBSERVED   CGS
 RS0455
 RS0455                          STATION DESCRIPTION
 RS0455
 RS0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0455'STATION IS LOCATED IN THE WEST EDGE OF BOWMAN.  IT IS A RED
 RS0455'BRICK STRUCTURE ATOP THE SOUTHWEST CORNER OF THE SCHOOL BUILDING
 RS0455'AND IS 66 FEET HIGH.  THE POINT OF INTERSECTION WAS THE APEX
 RS0455'OF THE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0456 ***********************************************************************
 RS0456  DESIGNATION -  BOWMAN LUTHERAN CHURCH SPIRE
 RS0456  PID         -  RS0456
 RS0456  STATE/COUNTY-  ND/BOWMAN
 RS0456  USGS QUAD   -  BOWMAN (1968)
 RS0456
 RS0456                         *CURRENT SURVEY CONTROL
 RS0456  ___________________________________________________________________
 RS0456* NAD 83(1996)-  46 10 47.89716(N)    103 23 51.76225(W)     ADJUSTED  
 RS0456* NAVD 88     -                                                        
 RS0456  ___________________________________________________________________
 RS0456  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 RS0456  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RS0456
 RS0456  HORZ ORDER  -  THIRD
 RS0456
 RS0456.The horizontal coordinates were established by classical geodetic methods
 RS0456.and adjusted by the National Geodetic Survey in January 1998..
 RS0456
 RS0456
 RS0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0456
 RS0456.The geoid height was determined by GEOID03.
 RS0456
 RS0456;                    North         East     Units Scale Factor Converg.
 RS0456;SPC ND S     -    61,183.589   376,313.147   MT  1.00000066   -2 06 48.7
 RS0456;SPC ND S     -   200,733.56  1,234,623.19   iFT  1.00000066   -2 06 48.7
 RS0456;UTM  13      - 5,115,291.652   623,665.381   MT  0.99978800   +1 09 22.4
 RS0456
 RS0456                          SUPERSEDED SURVEY CONTROL
 RS0456
 RS0456  NAD 83(1996)-  46 10 47.88471(N)    103 23 51.75855(W) AD(       ) 4
 RS0456  NAD 83(1986)-  46 10 47.88202(N)    103 23 51.75406(W) AD(       ) 4
 RS0456  NAD 27      -  46 10 47.86000(N)    103 23 50.09000(W) AD(       ) 3
 RS0456
 RS0456.Superseded values are not recommended for survey control.
 RS0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0456.See file dsdata.txt to determine how the superseded data were derived.
 RS0456
 RS0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2366515292(NAD 83)
 RS0456_MARKER: 90 = CHURCH SPIRE
 RS0456
 RS0456  HISTORY     - Date     Condition        Report By
 RS0456  HISTORY     - 1949     FIRST OBSERVED   CGS
 RS0456  HISTORY     - 19820713 GOOD             NGS
 RS0456
 RS0456                          STATION DESCRIPTION
 RS0456
 RS0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0456'STATION IS LOCATED IN THE SOUTHWEST EDGE OF BOWMAN.  IT IS A
 RS0456'LARGE WOODEN STRUCTURE WITH A SPIRE ON TOP AND PAINTED WHITE.
 RS0456'IT IS 63 FEET HIGH AND THE POINT OF INTERSECTION WAS THE APEX
 RS0456'OF THE SPIRE.
 RS0456
 RS0456                          STATION RECOVERY (1982)
 RS0456
 RS0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 RS0456'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE CHURCH IS NO
 RS0456'LONGER USED, THEREFORE, IT IS UNCERTAIN HOW LONG IT WILL REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0454 ***********************************************************************
 RS0454  DESIGNATION -  BOWMAN MUNICIPAL TANK
 RS0454  PID         -  RS0454
 RS0454  STATE/COUNTY-  ND/BOWMAN
 RS0454  USGS QUAD   -  BOWMAN (1968)
 RS0454
 RS0454                         *CURRENT SURVEY CONTROL
 RS0454  ___________________________________________________________________
 RS0454* NAD 83(1996)-  46 10 56.65764(N)    103 24 12.58190(W)     ADJUSTED  
 RS0454* NAVD 88     -                                                        
 RS0454  ___________________________________________________________________
 RS0454  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 RS0454  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RS0454
 RS0454  HORZ ORDER  -  THIRD
 RS0454
 RS0454.The horizontal coordinates were established by classical geodetic methods
 RS0454.and adjusted by the National Geodetic Survey in January 1998..
 RS0454
 RS0454
 RS0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0454
 RS0454.The geoid height was determined by GEOID03.
 RS0454
 RS0454;                    North         East     Units Scale Factor Converg.
 RS0454;SPC ND S     -    61,470.381   375,876.913   MT  1.00000018   -2 07 03.9
 RS0454;SPC ND S     -   201,674.48  1,233,191.97   iFT  1.00000018   -2 07 03.9
 RS0454;UTM  13      - 5,115,553.039   623,213.595   MT  0.99978663   +1 09 07.6
 RS0454
 RS0454                          SUPERSEDED SURVEY CONTROL
 RS0454
 RS0454  NAD 83(1996)-  46 10 56.64552(N)    103 24 12.57794(W) AD(       ) 4
 RS0454  NAD 83(1986)-  46 10 56.64298(N)    103 24 12.57355(W) AD(       ) 4
 RS0454  NAD 27      -  46 10 56.61800(N)    103 24 10.91200(W) AD(       ) 3
 RS0454
 RS0454.Superseded values are not recommended for survey control.
 RS0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0454.See file dsdata.txt to determine how the superseded data were derived.
 RS0454
 RS0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2321415553(NAD 83)
 RS0454_MARKER: 53 = ELEVATED TANK
 RS0454
 RS0454  HISTORY     - Date     Condition        Report By
 RS0454  HISTORY     - 1912     FIRST OBSERVED   CGS
 RS0454  HISTORY     - 1949     GOOD             CGS
 RS0454
 RS0454                          STATION DESCRIPTION
 RS0454
 RS0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0454'STATION IS LOCATED IN THE WEST EDGE OF BOWMAN.  IT IS A 4-LEGGED
 RS0454'STEEL STRUCTURE WITH A LARGE TANK ON TOP AND PAINTED BLACK.
 RS0454'IT IS 128 FEET HIGH.  THE POINT OF INTERSECTION WAS THE APEX
 RS0454'OF THE TANK.
 RS0454'
 RS0454'PROBABLY THE SAME STATION AS BOWMAN, WATER TANK, 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2108 ***********************************************************************
 TF2108  DESIGNATION -  BRACE
 TF2108  PID         -  TF2108
 TF2108  STATE/COUNTY-  ND/BOTTINEAU
 TF2108  USGS QUAD   -  ECKMAN SE (1977)
 TF2108
 TF2108                         *CURRENT SURVEY CONTROL
 TF2108  ___________________________________________________________________
 TF2108* NAD 83(1996)-  48 32 52.72657(N)    101 07 31.30834(W)     ADJUSTED  
 TF2108* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 TF2108  ___________________________________________________________________
 TF2108  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 TF2108  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TF2108
 TF2108  HORZ ORDER  -  FIRST
 TF2108
 TF2108.The horizontal coordinates were established by classical geodetic methods
 TF2108.and adjusted by the National Geodetic Survey in January 1998..
 TF2108
 TF2108.The orthometric height was scaled from a topographic map.
 TF2108
 TF2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2108
 TF2108.The geoid height was determined by GEOID03.
 TF2108
 TF2108;                    North         East     Units Scale Factor Converg.
 TF2108;SPC ND N     -   172,297.692   553,830.352   MT  0.99996853   -0 27 55.3
 TF2108;SPC ND N     -   565,281.14  1,817,028.71   iFT  0.99996853   -0 27 55.3
 TF2108;UTM  14      - 5,379,389.729   343,148.100   MT  0.99990227   -1 35 35.9
 TF2108
 TF2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2108!SPC ND N     -   0.99993007  x   0.99996853  =   0.99989860
 TF2108!UTM  14      -   0.99993007  x   0.99990227  =   0.99983235
 TF2108
 TF2108:                Primary Azimuth Mark                     Grid Az
 TF2108:SPC ND N     -  BRACE AZ MK                              001 13 45.8
 TF2108:UTM  14      -  BRACE AZ MK                              002 21 26.4
 TF2108
 TF2108|---------------------------------------------------------------------|
 TF2108| PID    Reference Object                     Distance      Geod. Az  |
 TF2108|                                                           dddmmss.s |
 TF2108| CQ7136 BRACE AZ MK                                        0004550.5 |
 TF2108| TF2106 ECKMAN SPIRE                        APPROX.13.1 KM 0222111.8 |
 TF2108| CQ7137 BRACE RM 1                           45.074 METERS 02221     |
 TF2108| TF2107 ECKMAN CUPOLA ON SCHOOL             APPROX.13.2 KM 0224507.7 |
 TF2108| TF2104 CHURCH SPIRE 2 E OF STA KAPELL      APPROX.18.1 KM 0282829.4 |
 TF2108| TF2109 OUR SAVIOR GERMAN LUTH CHURCH       APPROX. 1.7 KM 0981626.2 |
 TF2108| TF2110 CHURCH SPIRE SE OF STA BRACE        APPROX. 3.9 KM 1245312.1 |
 TF2108| CQ7138 BRACE RM 2                           49.698 METERS 15924     |
 TF2108| TF2125 EAST WOLSETH CHURCH CROSS           APPROX.11.7 KM 1691927.8 |
 TF2108| TF2128 WOLSETH SCHOOL FLAGPOLE             APPROX.11.5 KM 1800954.9 |
 TF2108| TF2129 CHURCH SPIRE 3 MI W OF WOLSETH      APPROX.14.7 KM 2060226.7 |
 TF2108| TF2182 CHURCH SPIRE 6 MI W OF WOLSETH      APPROX.18.4 KM 2242416.4 |
 TF2108| TF2113 GLENBURN CHURCH SPIRE               APPROX. 8.0 KM 2425246.8 |
 TF2108|---------------------------------------------------------------------|
 TF2108
 TF2108                          SUPERSEDED SURVEY CONTROL
 TF2108
 TF2108  NAD 83(1986)-  48 32 52.72473(N)    101 07 31.30812(W) AD(       ) 1
 TF2108  NAD 27      -  48 32 52.64890(N)    101 07 29.73460(W) AD(       ) 1
 TF2108
 TF2108.Superseded values are not recommended for survey control.
 TF2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2108.See file dsdata.txt to determine how the superseded data were derived.
 TF2108
 TF2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4314879390(NAD 83)
 TF2108_MARKER: DS = TRIANGULATION STATION DISK
 TF2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2108
 TF2108  HISTORY     - Date     Condition        Report By
 TF2108  HISTORY     - 1938     MONUMENTED       CGS
 TF2108  HISTORY     - 1963     GOOD             CGS
 TF2108
 TF2108                          STATION DESCRIPTION
 TF2108
 TF2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2108'STATION IS LOCATED ABOUT 6 MILES NORTH OF WOLSETH, 1 MILE WEST
 TF2108'OF OUR SAVIOR LUTHERAN CHURCH, 0.02 MILE EAST OF E.E. BRACE
 TF2108'RANCHHOUSE, 0.15 MILE NORTH OF GRADED COUNTY ROAD AND IN THE
 TF2108'ROAD ALLOWANCE BETWEEN SECTIONS, IN THE SE 1/4 SEC. 33, T. 159 N.,
 TF2108'R. 81 W.  MARK IS SET 2 FEET EAST OF WEST RIGHT-OF-WAY FENCE,
 TF2108'28 FEET WEST OF THE CENTER LINE OF RIGHT-OF-WAY, AND PROJECTS
 TF2108'ABOUT 8 INCHES.
 TF2108'
 TF2108'TO REACH FROM POST OFFICE IN MAXBASS, GO WEST 0.2 MILE TO T-ROAD,
 TF2108'THENCE LEFT (SOUTH) FOR 12.0 MILES TO CROSS ROAD.  TURN LEFT
 TF2108'(EAST) AND GO 1.0 MILE TO CROSS ROAD, TURN LEFT (NORTH) AND
 TF2108'GO 0.15 MILE TO STATION ON LEFT.
 TF2108'
 TF2108'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TF2108'BRONZE DISKS SET IN CONCRETE.
 TF2108'
 TF2108'REFERENCE MARK NO. 1 IS LOCATED 147.8 FEET NORTH-NORTHEAST OF
 TF2108'STATION IN EAST RIGHT-OF-WAY FENCE, 30 FEET EAST OF THE CENTER
 TF2108'LINE OF ROAD, AND PROJECTS 12 INCHES.
 TF2108'
 TF2108'REFERENCE MARK NO. 2 IS LOCATED 163 FEET SOUTH-SOUTHEAST OF
 TF2108'STATION, IN EAST RIGHT-OF-WAY FENCE, 30 FEET EAST OF THE CENTER
 TF2108'LINE OF ROAD, AND PROJECTS 12 INCHES.
 TF2108'
 TF2108'AZIMUTH MARK IS 0.85 MILE NORTH OF STATION, IN EAST RIGHT-OF-WAY
 TF2108'FENCE, 30 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 32 FEET
 TF2108'SOUTH OF EAST-WEST ROAD, AND PROJECTS 12 INCHES.
 TF2108'
 TF2108'HEIGHT OF LIGHT ABOVE STATION - 27 METERS.
 TF2108
 TF2108                          STATION RECOVERY (1963)
 TF2108
 TF2108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2108'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 TF2108'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCES
 TF2108'TO THE REFERENCE MARKS WAS NOTED AND CHECKED.  A NEW TO REACH
 TF2108'DESCRIPTION FOLLOWS.
 TF2108'
 TF2108'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF MAXBASS, 8 MILES
 TF2108'EAST OF U.S. HIGHWAY 83 AND 5 MILES NORTHEAST OF GLENBURN.
 TF2108'
 TF2108'TO REACH THE STATION FROM THE POST OFFICE IN GLENBURN, DRIVE
 TF2108'EAST ON THE MAIN EAST-WEST STREET FOR 0.2 MILE TO THE EAST
 TF2108'EDGE OF GLENBURN.  CONTINUE EAST ON A GRAVELED ROAD FOR 0.25
 TF2108'MILE TO A T-ROAD JUNCTION.  TURN LEFT AND DRIVE NORTH ON A
 TF2108'GRAVELED ROAD FOR 0.25 MILE TO A CROSSROAD.  CONTINUE NORTH ON
 TF2108'THE GRAVELED ROAD FOR 2.0 MILES TO CROSSROADS.  TURN RIGHT
 TF2108'AND DRIVE EAST ON A GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.
 TF2108'TURN LEFT AND DRIVE NORTH ON THE LITTLE USED ROAD FOR 0.15
 TF2108'MILE TO THE STATION ON THE WEST SIDE OF THE ROAD.
 TF2108'
 TF2108'THE STATION IS A STANDARD DISK, STAMPED BRACE 1938, SET IN
 TF2108'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 TF2108'IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.
 TF2108'IT IS 21.5 FEET WEST OF THE CENTER OF A DIRT ROAD, 4.4 FEET
 TF2108'NORTH-NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED
 TF2108'AND 2.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE ALONG THE
 TF2108'DIRT ROAD.
 TF2108'
 TF2108'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRACE NO 1 1938,
 TF2108'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 TF2108'INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 TF2108'SURFACE.  IT IS 58 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE
 TF2108'ALONG THE DIRT ROAD AND 38 FEET EAST OF THE CENTER OF THE
 TF2108'DIRT ROAD.
 TF2108'
 TF2108'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRACE NO 2 1938,
 TF2108'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 TF2108'12 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE
 TF2108'GROUND SURFACE.  IT IS 59 FEET EAST OF THE WEST RIGHT-OF-WAY
 TF2108'FENCE ALONG THE DIRT ROAD AND 32 FEET EAST OF THE CENTER OF
 TF2108'THE DIRT ROAD.
 TF2108'
 TF2108'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON THE
 TF2108'NORTH-SOUTH DIRT ROAD PASSING BY THE STATION FOR 0.85 MILE TO
 TF2108'A CROSSROAD AND THE AZIMUTH MARK ON THE EAST SIDE OF THE ROAD.
 TF2108'
 TF2108'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRACE 1938, SET
 TF2108'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12
 TF2108'INCHES IN DIAMETER AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 TF2108'SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 TF2108'GRAVELED ROAD, 25 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT
 TF2108'ROAD AND 1.4 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 TF2108'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0781 ***********************************************************************
 RR0781  DESIGNATION -  BRAD
 RR0781  PID         -  RR0781
 RR0781  STATE/COUNTY-  ND/EMMONS
 RR0781  USGS QUAD   -  LINTON NE (1975)
 RR0781
 RR0781                         *CURRENT SURVEY CONTROL
 RR0781  ___________________________________________________________________
 RR0781* NAD 83(1996)-  46 29 13.66161(N)    100 07 01.98182(W)     ADJUSTED  
 RR0781* NAVD 88     -       602.6    (meters)    1977.     (feet)  VERTCON   
 RR0781  ___________________________________________________________________
 RR0781  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 RR0781  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RR0781
 RR0781  HORZ ORDER  -  SECOND
 RR0781
 RR0781.The horizontal coordinates were established by classical geodetic methods
 RR0781.and adjusted by the National Geodetic Survey in January 1998..
 RR0781
 RR0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0781
 RR0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0781
 RR0781.The geoid height was determined by GEOID03.
 RR0781
 RR0781;                    North         East     Units Scale Factor Converg.
 RR0781;SPC ND S     -    91,271.049   629,388.872   MT  0.99995415   +0 16 45.1
 RR0781;SPC ND S     -   299,445.70  2,064,924.12   iFT  0.99995415   +0 16 45.1
 RR0781;UTM  14      - 5,148,779.407   414,253.863   MT  0.99969037   -0 48 37.0
 RR0781
 RR0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0781!SPC ND S     -   0.99990899  x   0.99995415  =   0.99986314
 RR0781!UTM  14      -   0.99990899  x   0.99969037  =   0.99959939
 RR0781
 RR0781:                Primary Azimuth Mark                     Grid Az
 RR0781:SPC ND S     -  HAZELTON MUN WATER TANK                  268 44 57.1
 RR0781:UTM  14      -  HAZELTON MUN WATER TANK                  269 50 19.2
 RR0781
 RR0781|---------------------------------------------------------------------|
 RR0781| PID    Reference Object                     Distance      Geod. Az  |
 RR0781|                                                           dddmmss.s |
 RR0781| RR0795 HAZELTON MUN WATER TANK             APPROX.12.3 KM 2690142.2 |
 RR0781| CO5221 BRAD RM 1                            49.036 METERS 27000     |
 RR0781| CO5222 BRAD RM 2                            45.068 METERS 35714     |
 RR0781| RR0771 LONG 2                              APPROX.17.9 KM 3594006.1 |
 RR0781|---------------------------------------------------------------------|
 RR0781
 RR0781                          SUPERSEDED SURVEY CONTROL
 RR0781
 RR0781  NAD 83(1986)-  46 29 13.65081(N)    100 07 01.97147(W) AD(       ) 2
 RR0781  NAD 27      -  46 29 13.69157(N)    100 07 00.58346(W) AD(       ) 2
 RR0781  NGVD 29 (07/19/86)  602.2    (m)         1976.     (f) VERT ANG       
 RR0781
 RR0781.Superseded values are not recommended for survey control.
 RR0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0781.See file dsdata.txt to determine how the superseded data were derived.
 RR0781
 RR0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1425448779(NAD 83)
 RR0781_MARKER: DD = SURVEY DISK
 RR0781_SETTING: 0 = UNSPECIFIED SETTING
 RR0781
 RR0781  HISTORY     - Date     Condition        Report By
 RR0781  HISTORY     - 1970     MONUMENTED       USGS
 RR0781
 RR0781                          STATION DESCRIPTION
 RR0781
 RR0781'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0781'STATION IS LOCATED ABOUT 8 MI E. OF HAZELTON, NEAR QUARTER
 RR0781'COR. BETWEEN SECS. 21 AND 28, T. 135 N., R. 75 W. AND IN THE
 RR0781'RIGHT-OF-WAY OF STATE HWY. 34.
 RR0781'
 RR0781'TO REACH THE STATION FROM THE HAZELTON POST OFFICE, DRIVE W. ON
 RR0781'MAIN ST. FOR 0.1 MI, TURN RIGHT AND DRIVE N. FOR 0.2 MI TO
 RR0781'JCT. WITH STATE HWY. 34, TURN RIGHT AND DRIVE E. ON STATE HWY. 34
 RR0781'FOR 8.0 MI TO STATION ON THE RIGHT.
 RR0781'
 RR0781'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BRAD
 RR0781'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 RR0781'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0781'
 RR0781'STATION MARK IS 73 FT S. OF CENTER OF HWY. 34, 248 FT W.-SW. OF
 RR0781'JCT. OF A DRIVE S. TO A FARMHOUSE, 11 FT E. OF A TELEPHONE POLE,
 RR0781'6 FT E.-NE. OF A WHITE WOOD 6 IN. RIGHT-OF-WAY POST AND 2.3 FT
 RR0781'N. OF A METAL WITNESS POST.
 RR0781'
 RR0781'REFERENCE MARK NO. 1 IS 160.88 FT (49.036 M.) W. OF STATION, 73
 RR0781'FT S. OF CENTER HWY. 34, 18 FT W. OF A TELEPHONE POLE AND 3 FT
 RR0781'S.-SE. OF A YELLOW METAL FENCE POST HWY. MARKER.
 RR0781'
 RR0781'REFERENCE MARK NO. 2 IS 147.86 FT (45.068 M.) N. OF STATION,
 RR0781'75 FT N. OF CENTER OF HWY. 34, 117 FT W. OF A POWER LINE POLE AND
 RR0781'2.6 FT W.-SW. OF A WHITE WOOD 6 IN. RIGHT-OF-WAY POST.
 RR0781'
 RR0781'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 212.37
 RR0781'FT. (64.731 M.)
 RR0781'
 RR0781'NO AZIMUTH MARK WAS SET.  ALL STATIONS ARE INTERVISIBLE FROM
 RR0781'GROUND.
 RR0781'
 RR0781'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0743 ***********************************************************************
 SO0743  DESIGNATION -  BRANCH
 SO0743  PID         -  SO0743
 SO0743  STATE/COUNTY-  ND/DUNN
 SO0743  USGS QUAD   -  WILLOW CREEK WEST (1973)
 SO0743
 SO0743                         *CURRENT SURVEY CONTROL
 SO0743  ___________________________________________________________________
 SO0743* NAD 83(1996)-  47 02 21.47650(N)    102 11 29.28301(W)     ADJUSTED  
 SO0743* NAVD 88     -       650.8    (meters)    2135.     (feet)  VERTCON   
 SO0743  ___________________________________________________________________
 SO0743  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 SO0743  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SO0743
 SO0743  HORZ ORDER  -  FIRST
 SO0743
 SO0743.The horizontal coordinates were established by classical geodetic methods
 SO0743.and adjusted by the National Geodetic Survey in January 1998..
 SO0743
 SO0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0743
 SO0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0743
 SO0743.The geoid height was determined by GEOID03.
 SO0743
 SO0743;                    North         East     Units Scale Factor Converg.
 SO0743;SPC ND S     -   153,962.428   471,465.470   MT  0.99994222   -1 14 01.4
 SO0743;SPC ND S     -   505,126.08  1,546,802.72   iFT  0.99994222   -1 14 01.4
 SO0743;UTM  13      - 5,213,359.609   713,357.704   MT  1.00015951   +2 03 22.0
 SO0743
 SO0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0743!SPC ND S     -   0.99990091  x   0.99994222  =   0.99984313
 SO0743!UTM  13      -   0.99990091  x   1.00015951  =   1.00006040
 SO0743
 SO0743|---------------------------------------------------------------------|
 SO0743| PID    Reference Object                     Distance      Geod. Az  |
 SO0743|                                                           dddmmss.s |
 SO0743| CQ7143 BRANCH RM 1                          12.299 METERS 08935     |
 SO0743| CQ7144 BRANCH RM 2                          12.772 METERS 26909     |
 SO0743| CQ7142 BRANCH AZ MK                                       2701731.6 |
 SO0743|---------------------------------------------------------------------|
 SO0743
 SO0743                          SUPERSEDED SURVEY CONTROL
 SO0743
 SO0743  NAD 83(1986)-  47 02 21.47194(N)    102 11 29.27551(W) AD(       ) 1
 SO0743  NAD 27      -  47 02 21.44400(N)    102 11 27.66000(W) AD(       ) 1
 SO0743  NGVD 29 (07/19/86)  650.3    (m)         2134.     (f) VERT ANG       
 SO0743
 SO0743.Superseded values are not recommended for survey control.
 SO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0743.See file dsdata.txt to determine how the superseded data were derived.
 SO0743
 SO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1335813360(NAD 83)
 SO0743_MARKER: DS = TRIANGULATION STATION DISK
 SO0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0743
 SO0743  HISTORY     - Date     Condition        Report By
 SO0743  HISTORY     - 1951     MONUMENTED       CGS
 SO0743
 SO0743                          STATION DESCRIPTION
 SO0743
 SO0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0743'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 12 MILES
 SO0743'NORTHWEST OF HEBRON, ABOUT 1 MILE EAST OF THE SOUTH BRANCH
 SO0743'OF THE KNIFE RIVER, 22 FEET NORTH OF THE CENTER OF A GRADED
 SO0743'ROAD, AND 4 FEET SOUTH OF A WITNESS POST.
 SO0743'
 SO0743'TO REACH FROM THE POST OFFICE IN HEBRON, GO WEST ON THE MAIN
 SO0743'STREET FOR 0.2 MILE TO A CROSS STREET AT A PHILLIPS SERVICE
 SO0743'STATION ON LEFT.  TURN RIGHT, CROSSING RAILROAD TRACKS, AND
 SO0743'GO NORTH FOR 0.4 MILE TO A CROSS ROAD.  TURN LEFT AND GO WEST
 SO0743'FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND GO NORTH ON GRADED
 SO0743'ROAD FOR 1.2 MILES TO A CROSS ROAD.  TURN LEFT AND GO WEST
 SO0743'FOR 2.05 MILES TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON
 SO0743'MAIN GRADED ROAD FOR 5.6 MILES TO A T-INTERSECTION.  TURN LEFT
 SO0743'AND GO WEST AND NORTH ON MAIN ROAD FOR 1.45 MILES TO A SIDE
 SO0743'ROAD LEFT.  TURN LEFT AND GO WEST ON MAIN GRADED ROAD FOR
 SO0743'4.15 MILES TO A T-INTERSECTION AT A SCHOOL ON LEFT.
 SO0743'TURN RIGHT AND GO NORTH FOR 1.05 MILES TO A SIDE ROAD
 SO0743'LEFT.  TURN LEFT AND GO WEST FOR 0.2 MILE TO TOP OF HILL
 SO0743'AND STATION ON RIGHT.
 SO0743'
 SO0743'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.35
 SO0743'MILE TO AZIMUTH MARK ON RIGHT.
 SO0743'
 SO0743'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 SO0743'BRANCH 1951.
 SO0743'
 SO0743'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF CENTER OF GRADED
 SO0743'ROAD.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED BRANCH
 SO0743'NO 1 1951.
 SO0743'
 SO0743'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF CENTER OF GRADED
 SO0743'ROAD.  IT PROJECTS 9 INCHES, AND THE DISK IS STAMPED BRANCH
 SO0743'NO 2 1951.
 SO0743'
 SO0743'THE AZIMUTH MARK IS 21 FEET NORTH OF CENTER OF GRADED ROAD.
 SO0743'IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED BRANCH 1951.
 SO0743'
 SO0743'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SO0743'CONCRETE CYLINDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2100 ***********************************************************************
 TF2100  DESIGNATION -  BRANDER
 TF2100  PID         -  TF2100
 TF2100  STATE/COUNTY-  ND/BOTTINEAU
 TF2100  USGS QUAD   -  WESTHOPE SE (1951)
 TF2100
 TF2100                         *CURRENT SURVEY CONTROL
 TF2100  ___________________________________________________________________
 TF2100* NAD 83(1996)-  48 45 00.25343(N)    101 00 57.85007(W)     ADJUSTED  
 TF2100* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 TF2100  ___________________________________________________________________
 TF2100  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 TF2100  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TF2100
 TF2100  HORZ ORDER  -  SECOND
 TF2100
 TF2100.The horizontal coordinates were established by classical geodetic methods
 TF2100.and adjusted by the National Geodetic Survey in January 1998..
 TF2100
 TF2100.The orthometric height was scaled from a topographic map.
 TF2100
 TF2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2100
 TF2100.The geoid height was determined by GEOID03.
 TF2100
 TF2100;                    North         East     Units Scale Factor Converg.
 TF2100;SPC ND N     -   194,710.127   562,049.850   MT  1.00000336   -0 23 02.5
 TF2100;SPC ND N     -   638,812.75  1,843,995.57   iFT  1.00000336   -0 23 02.5
 TF2100;UTM  14      - 5,401,633.503   351,807.147   MT  0.99986981   -1 30 57.7
 TF2100
 TF2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2100!SPC ND N     -   0.99993232  x   1.00000336  =   0.99993568
 TF2100!UTM  14      -   0.99993232  x   0.99986981  =   0.99980213
 TF2100
 TF2100:                Primary Azimuth Mark                     Grid Az
 TF2100:SPC ND N     -  BRANDER AZ MK                            180 19 56.8
 TF2100:UTM  14      -  BRANDER AZ MK                            181 27 52.0
 TF2100
 TF2100|---------------------------------------------------------------------|
 TF2100| PID    Reference Object                     Distance      Geod. Az  |
 TF2100|                                                           dddmmss.s |
 TF2100| CQ7145 BRANDER AZ MK                                      1795654.3 |
 TF2100| CQ7147 BRANDER RM 2                         19.880 METERS 22954     |
 TF2100| CQ7146 BRANDER RM 1                         24.870 METERS 34828     |
 TF2100| TF2093 WESTHOPE MUNICIPAL TANK             APPROX.17.8 KM 3584107.3 |
 TF2100|---------------------------------------------------------------------|
 TF2100
 TF2100                          SUPERSEDED SURVEY CONTROL
 TF2100
 TF2100  NAD 83(1986)-  48 45 00.24945(N)    101 00 57.84827(W) AD(       ) 2
 TF2100  NAD 27      -  48 45 00.17240(N)    101 00 56.28540(W) AD(       ) 2
 TF2100
 TF2100.Superseded values are not recommended for survey control.
 TF2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2100.See file dsdata.txt to determine how the superseded data were derived.
 TF2100
 TF2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5180701634(NAD 83)
 TF2100_MARKER: DS = TRIANGULATION STATION DISK
 TF2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2100
 TF2100  HISTORY     - Date     Condition        Report By
 TF2100  HISTORY     - 1963     MONUMENTED       CGS
 TF2100
 TF2100                          STATION DESCRIPTION
 TF2100
 TF2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2100'THE STATION IS LOCATED 5-3/4 MILES EAST AND 2 MILES NORTH
 TF2100'OF THE TOWN OF MAXBASS, IN THE SOUTHEAST 1/4 SEC. 22, T161N,
 TF2100'R80W, AT THE FARM HOME OF MR. ROSS MORRISON.
 TF2100'
 TF2100'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY
 TF2100'5 WHICH IS 6 MILES SOUTH OF WESTHOPE, GO SOUTH ON GRAVELED
 TF2100'ROAD FOR 4.9 MILES TO A DRIVEWAY ON THE RIGHT AND THE STATION
 TF2100'IN THE SOUTHWEST CORNER.
 TF2100'
 TF2100'THE STATION MARK IS A STANDARD DISK, STAMPED BRANDER 1963, SET
 TF2100'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2100'1-INCH.  IT IS 54 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 TF2100'19 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 10.9 FEET NORTH
 TF2100'OF A WITNESS POST, AND 10.5 FEET NORTH OF A FENCE.
 TF2100'
 TF2100'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED BRANDER NO 1
 TF2100'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2100'PROJECTING 3-INCHES.  IT IS 76 FEET SOUTH OF THE CENTER OF THE
 TF2100'DRIVEWAY, 75.1 FEET SOUTHWEST OF THE WITNESS POST, AND 1.0 FEET
 TF2100'NORTHEAST OF A FENCE CORNER.
 TF2100'
 TF2100'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED BRANDER
 TF2100'NO 2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2100'PROJECTING 3-INCHES.  IT IS 75.3 FEET NORTH OF THE WITNESS
 TF2100'POST, 60 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 45
 TF2100'FEET NORTH OF THE CENTER OF THE DRIVEWAY.
 TF2100'
 TF2100'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRANDER 1963,
 TF2100'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2100'3-INCHES.  IT IS 65 FEET WEST OF THE CENTER OF A GRAVELED
 TF2100'ROAD, 18 FEET NORTH OF THE CENTER OF A DRIVEWAY, 2.0 FEET EAST
 TF2100'OF A FENCE CORNER, AND 1.6 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0792 ***********************************************************************
 RR0792  DESIGNATION -  BRAUN
 RR0792  PID         -  RR0792
 RR0792  STATE/COUNTY-  ND/EMMONS
 RR0792  USGS QUAD   -  GRASSNA (1971)
 RR0792
 RR0792                         *CURRENT SURVEY CONTROL
 RR0792  ___________________________________________________________________
 RR0792* NAD 83(1996)-  46 06 02.92770(N)    100 17 57.26504(W)     ADJUSTED  
 RR0792* NAVD 88     -       647.3    (meters)    2124.     (feet)  VERTCON   
 RR0792  ___________________________________________________________________
 RR0792  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 RR0792  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RR0792
 RR0792  HORZ ORDER  -  FIRST
 RR0792
 RR0792.The horizontal coordinates were established by classical geodetic methods
 RR0792.and adjusted by the National Geodetic Survey in January 1998..
 RR0792
 RR0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0792
 RR0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0792
 RR0792.The geoid height was determined by GEOID03.
 RR0792
 RR0792;                    North         East     Units Scale Factor Converg.
 RR0792;SPC ND S     -    48,278.420   615,523.492   MT  1.00001724   +0 08 47.2
 RR0792;SPC ND S     -   158,393.77  2,019,434.03   iFT  1.00001724   +0 08 47.2
 RR0792;UTM  14      - 5,106,069.108   399,580.002   MT  0.99972396   -0 56 10.5
 RR0792
 RR0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0792!SPC ND S     -   0.99990196  x   1.00001724  =   0.99991920
 RR0792!UTM  14      -   0.99990196  x   0.99972396  =   0.99962595
 RR0792
 RR0792|---------------------------------------------------------------------|
 RR0792| PID    Reference Object                     Distance      Geod. Az  |
 RR0792|                                                           dddmmss.s |
 RR0792| CO5238 BRAUN RM 2                           40.460 METERS 00825     |
 RR0792| RR0783 LINTON CHURCH SPIRE                 APPROX.19.7 KM 0150757.5 |
 RR0792| RR0788 STRASBURG PETER AND PAUL CH         APPROX.11.3 KM 0694154.0 |
 RR0792| RR0787 WESTFIELD HOPE REFORM CH SPIRE      APPROX.10.9 KM 1372905.7 |
 RR0792| CO5235 BRAUN AZ MK                                        1532221.4 |
 RR0792| CO5236 BRAUN AZ MK RESET                                  1532735.5 |
 RR0792| CO5237 BRAUN RM 1                           41.434 METERS 25411     |
 RR0792|---------------------------------------------------------------------|
 RR0792
 RR0792                          SUPERSEDED SURVEY CONTROL
 RR0792
 RR0792  NAD 83(1986)-  46 06 02.91764(N)    100 17 57.25857(W) AD(       ) 1
 RR0792  NAD 27      -  46 06 02.95400(N)    100 17 55.82300(W) AD(       ) 1
 RR0792  NGVD 29 (07/19/86)  646.9    (m)         2122.     (f) VERT ANG       
 RR0792
 RR0792.Superseded values are not recommended for survey control.
 RR0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0792.See file dsdata.txt to determine how the superseded data were derived.
 RR0792
 RR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9958006069(NAD 83)
 RR0792_MARKER: DS = TRIANGULATION STATION DISK
 RR0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0792+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RR0792
 RR0792  HISTORY     - Date     Condition        Report By
 RR0792  HISTORY     - 1934     MONUMENTED       CGS
 RR0792  HISTORY     - 1960     GOOD             CGS
 RR0792  HISTORY     - 1962     GOOD             CGS
 RR0792  HISTORY     - 1970     GOOD             USGS
 RR0792  HISTORY     - 1986     GOOD
 RR0792
 RR0792                          STATION DESCRIPTION
 RR0792
 RR0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0792'STATION IS LOCATED ABOUT 6.5 MILES W, 2 MILES S OF STRASBURG
 RR0792'IN T 130 N, R 77 W, IN THE NE 1/4 OF SEC. 10, ON A VERY PROMINENT
 RR0792'BUTTE THAT EXTENDS E AND W.  THERE IS ANOTHER BUTTE ABOUT
 RR0792'1.5 MILES TO THE N THAT IS SIMILAR BUT LOWER.  IT IS ON THE
 RR0792'HIGHEST POINT OF THE BUTTE, ABOUT 425 FEET E OF THE W RIM,
 RR0792'AND 20 FEET N OF THE S RIM.
 RR0792'
 RR0792'SURFACE MARK IS A 10- BY 10-INCH CONCRETE POST WITH STANDARD
 RR0792'DISK CAST IN TOP, PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 RR0792'OF THE GROUND.
 RR0792'
 RR0792'UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 RR0792'SET IN CONCRETE, AS DESCRIBED.
 RR0792'
 RR0792'REFERENCE MARK NO. 1, 41.436 METERS (135.94 FEET) W OF STATION,
 RR0792'IS A STANDARD DISK SET IN DRILL HOLE IN TOP OF FLAT OUTCROPPING
 RR0792'BEDROCK, WHICH IS ALMOST FLUSH WITH THE SURFACE OF THE GROUND.
 RR0792'
 RR0792'REFERENCE MARK NO. 2, 40.460 METERS (132.74 FEET) NE OF STATION,
 RR0792'IS A STANDARD DISK SET IN DRILL HOLE IN TOP OF SMALL BOULDER.
 RR0792'
 RR0792'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSE OF STATION.  REACHED
 RR0792'BY GOING SSE ACROSS PASTURE LAND TO MARK IN W RIGHT-OF-WAY
 RR0792'FENCE LINE OF N AND S LANE.  MARK PROJECTS ABOUT 6 INCHES ABOVE
 RR0792'THE SURFACE OF THE GROUND.
 RR0792'
 RR0792'REACHED FROM STRASBURG POST OFFICE BY GOING S 0.25 MILE TO
 RR0792'U.S. HIGHWAY 83, TURN LEFT (E) AND GO E AND S 3.15 MILES,
 RR0792'TURN RIGHT (W) ONTO GRADED ROAD, GO 7.0 MILES TO A LARGE
 RR0792'CHURCH ON THE N SIDE OF THE ROAD, CONTINUE W FOR 0.9 MILE,
 RR0792'TURN RIGHT (N) GO 1.0 MILE, TURN RIGHT E AND GO 0.5 MILE TO MR.
 RR0792'BRAUNS HOUSE ON THE S SIDE OF THE ROAD.  FROM MR. BRAUNS
 RR0792'HOUSE GO ABOUT 300 YARDS TO THE E TO TOP OF BUTTE AND STATION.
 RR0792'
 RR0792'HEIGHT OF LIGHT ABOVE STATION MARK - 1.1 METERS.
 RR0792
 RR0792                          STATION RECOVERY (1960)
 RR0792
 RR0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RR0792'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 RR0792'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 RR0792'APPARENTLY HAD BEEN DESTROYED.  A NEW AZIMUTH MARK WAS SET
 RR0792'NEAR THE SITE OF THE ORIGINAL MARK.
 RR0792'
 RR0792'THE NEW AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 RR0792'ABOUT 100 FEET NORTH OF A HALF-SECTION LINE FENCE, 20 FEET
 RR0792'SOUTH OF THE SOUTH GATE POST OF A WIRE GATE AND 1 FOOT WEST
 RR0792'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 RR0792'DISK IS STAMPED BRAUN 1934 RESET 1960.
 RR0792'
 RR0792'TO REACH THE STATION FROM STRASBURG, FROM ANGLING CROSSROADS
 RR0792'ON U.S. HIGHWAY 83 AT THE SOUTHWEST EDGE OF TOWN, GO WEST ON
 RR0792'HARD SURFACED ROAD FOR 1.15 MILES TO CROSSROADS, TURN LEFT
 RR0792'AND GO SOUTH ON GRAVEL ROAD FOR 3.05 MILES TO CROSSROADS,
 RR0792'TURN RIGHT AND GO WEST FOR 5.1 MILES TO CROSSROADS AT CHURCH
 RR0792'IN NORTHWEST ANGLE, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO
 RR0792'A WIRE GATE, PASS THROUGH GATE AND CONTINUE NORTH ON FENCED
 RR0792'ROAD FOR 0.45 MILE TO TOP OF A LOW HILL AND AZIMUTH MARK ON
 RR0792'LEFT, TURN LEFT THROUGH A WIRE GATE THEN TURN RIGHT AND
 RR0792'GO NORTHERLY ACROSS PASTURE AND UP BUTTE FOR 0.5 MILE TO A
 RR0792'RADIO TOWER ON RIGHT, CONTINUE SOUTHWEST FOR 0.2 MILE TO
 RR0792'HIGHEST POINT AND STATION.
 RR0792
 RR0792                          STATION RECOVERY (1962)
 RR0792
 RR0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 RR0792'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 RR0792'THE 1960 DESCRIPTION BY F.A.R. IS ADEQUATE EXCEPT FOR THE
 RR0792'FOLLOWING.
 RR0792'
 RR0792'THE ANGLE TO R.M. NO. 1 SHOULD BE 184 DEG 28 MIN 23 SEC
 RR0792'INSTEAD OF 298 DEG 42 MIN 55 SEC AND THE ANGLE TO R.M. NO. 2
 RR0792'SHOULD BE 298 DEG 42 MIN 55 SEC INSTEAD OF 184 DEG 28 MIN
 RR0792'23 SEC.
 RR0792
 RR0792                          STATION RECOVERY (1970)
 RR0792
 RR0792'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0792'STATION, REFERENCE AND AZIMUTH MARKS FOUND AS DESCRIBED AND
 RR0792'IN GOOD CONDITION.
 RR0792'
 RR0792'THE 1960 DESCRIPTION IS SATISFACTORY.
 RR0792'
 RR0792'STANDARD BRACED TRIPOD USED.
 RR0792
 RR0792                          STATION RECOVERY (1986)
 RR0792
 RR0792'RECOVERED 1986
 RR0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0718 ***********************************************************************
 RQ0718  DESIGNATION -  BRAY
 RQ0718  PID         -  RQ0718
 RQ0718  STATE/COUNTY-  ND/STUTSMAN
 RQ0718  USGS QUAD   -  ELDRIDGE (1990)
 RQ0718
 RQ0718                         *CURRENT SURVEY CONTROL
 RQ0718  ___________________________________________________________________
 RQ0718* NAD 83(1996)-  46 55 17.21029(N)    098 47 56.45195(W)     ADJUSTED  
 RQ0718* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 RQ0718  ___________________________________________________________________
 RQ0718  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 RQ0718  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 RQ0718
 RQ0718  HORZ ORDER  -  FIRST
 RQ0718
 RQ0718.The horizontal coordinates were established by classical geodetic methods
 RQ0718.and adjusted by the National Geodetic Survey in January 1998..
 RQ0718
 RQ0718.The orthometric height was scaled from a topographic map.
 RQ0718
 RQ0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0718
 RQ0718.The geoid height was determined by GEOID03.
 RQ0718
 RQ0718;                    North         East     Units Scale Factor Converg.
 RQ0718;SPC ND S     -   140,880.282   729,541.355   MT  0.99993700   +1 14 26.4
 RQ0718;SPC ND S     -   462,205.65  2,393,508.38   iFT  0.99993700   +1 14 26.4
 RQ0718;UTM  14      - 5,196,454.498   515,302.422   MT  0.99960288   +0 08 48.5
 RQ0718
 RQ0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0718!SPC ND S     -   0.99992990  x   0.99993700  =   0.99986691
 RQ0718!UTM  14      -   0.99992990  x   0.99960288  =   0.99953281
 RQ0718
 RQ0718:                Primary Azimuth Mark                     Grid Az
 RQ0718:SPC ND S     -  FRIED SAC HEART CATH CH CROSS            036 45 16.1
 RQ0718:UTM  14      -  FRIED SAC HEART CATH CH CROSS            037 50 54.0
 RQ0718
 RQ0718|---------------------------------------------------------------------|
 RQ0718| PID    Reference Object                     Distance      Geod. Az  |
 RQ0718|                                                           dddmmss.s |
 RQ0718| SM1141 FRIED SAC HEART CATH CH CROSS       APPROX.17.5 KM 0375942.5 |
 RQ0718| CO5239 BRAY AZ MK                                         0912214.4 |
 RQ0718| CO5240 BRAY AZ MK RESET                                   0913638.5 |
 RQ0718| RQ0702 JAMESTOWN OTTER TAIL PR CO STK      APPROX. 7.2 KM 1012059.3 |
 RQ0718| RQ0701 JAMESTOWN JR HIGH SCHOOL STACK      APPROX. 7.2 KM 1023743.2 |
 RQ0718| RQ0700 JAMESTOWN ST JOHNS ACAD PR STK      APPROX. 7.3 KM 1044544.5 |
 RQ0718| RQ0698 JAMESTOWN ST JOHNS S SP E END       APPROX. 7.2 KM 1064606.1 |
 RQ0718| RQ0697 JAMESTOWN R MILLER MILL CO TK       APPROX. 7.3 KM 1093246.5 |
 RQ0718| RQ0699 JAMESTOWN R MILLER MILL CO STK      APPROX. 7.3 KM 1093707.1 |
 RQ0718| RQ0707 JAMESTOWN N DAK STATE HOSP TK       APPROX. 9.7 KM 1150207.8 |
 RQ0718| RQ0705 JAMESTOWN N DAK ST HOSP PR STK      APPROX. 9.6 KM 1152423.8 |
 RQ0718| CO5241 BRAY RM 1                            29.166 METERS 16519     |
 RQ0718| CO5242 BRAY RM 2                            31.647 METERS 28849     |
 RQ0718|---------------------------------------------------------------------|
 RQ0718
 RQ0718                          SUPERSEDED SURVEY CONTROL
 RQ0718
 RQ0718  NAD 83(1986)-  46 55 17.21298(N)    098 47 56.44300(W) AD(       ) 1
 RQ0718  NAD 27      -  46 55 17.25100(N)    098 47 55.05900(W) AD(       ) 1
 RQ0718
 RQ0718.Superseded values are not recommended for survey control.
 RQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0718.See file dsdata.txt to determine how the superseded data were derived.
 RQ0718
 RQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS1530296454(NAD 83)
 RQ0718_MARKER: DS = TRIANGULATION STATION DISK
 RQ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0718
 RQ0718  HISTORY     - Date     Condition        Report By
 RQ0718  HISTORY     - 1934     MONUMENTED       CGS
 RQ0718  HISTORY     - 1960     GOOD             CGS
 RQ0718  HISTORY     - 1977     MARK NOT FOUND   NGS
 RQ0718
 RQ0718                          STATION DESCRIPTION
 RQ0718
 RQ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0718'STATION IS LOCATED IN THE SE CORNER OF SEC. 19, T 140 N, R 64 W,
 RQ0718'60 FEET N OF THE S LINE AND ABOUT 250 FEET W OF THE E LINE, AND
 RQ0718'ABOUT 4-1/2 MILES W BY N OF JAMESTOWN.  IT IS 75 FEET S OF THE
 RQ0718'SE CORNER OF A SMALL HOUSE AND 60 FEET N OF CENTER LINE OF
 RQ0718'E-W GRAVEL ROAD.
 RQ0718'
 RQ0718'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0718'BRONZE DISKS SET IN CONCRETE.
 RQ0718'
 RQ0718'REFERENCE MARK NO. 1 IS S OF THE STATION IN E-W FENCE LINE 22
 RQ0718'FEET S OF CENTER LINE OF E-W ROAD.
 RQ0718'
 RQ0718'REFERENCE MARK NO. 2 IS NNW OF THE STATION IN N-S LOT FENCE LINE,
 RQ0718'AND 92 FEET SE OF SE CORNER OF YELLOW HOUSE.
 RQ0718'
 RQ0718'AZIMUTH MARK IS E OF THE STATION ON S SIDE OF GRAVEL ROAD, AND
 RQ0718'32 FEET FROM THE CENTER LINE.
 RQ0718'
 RQ0718'TO REACH THE STATION FROM JAMESTOWN FROM U.S. HIGHWAYS 10 AND
 RQ0718'281, GO N ON U.S. HIGHWAY 281 FOR 0.55 MILE TO JAMES RIVER BRIDGE,
 RQ0718'CROSS BRIDGE AND TAKE LEFT GRAVEL ROAD AND GO 0.75 MILE, THEN
 RQ0718'N 0.85 MILE, THEN LEFT ON GRAVEL ROAD 2.4 MILES TO FARMHOUSE
 RQ0718'AND STATION ON N.
 RQ0718'
 RQ0718'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 RQ0718
 RQ0718                          STATION RECOVERY (1960)
 RQ0718
 RQ0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RQ0718'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 RQ0718'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAD
 RQ0718'EVIDENTLY BEEN DESTROYED AS THE DESCRIBED LOCATION WAS IN THE
 RQ0718'BOTTOM OF THE PRESENT GRADER DITCH.
 RQ0718'
 RQ0718'A NEW AZIMUTH MARK WAS SET AND ITS DIRECTION DETERMINED BY
 RQ0718'OBSERVING ANGLES FROM FRIED CHURCH AND CONCRETE STACK THE THE NORTH
 RQ0718'DAKOTA STATE HOSPITAL.  ACCORDING TO LOCAL INFORMATION THE WATER
 RQ0718'TANK, LISTED AS STATE, JAMESTOWN, HAD BEEN TORN DOWN AND REPLACED
 RQ0718'WITH ANOTHER TANK IN APPROXIMATELY THE SAME LOCATION.  NO OTHER
 RQ0718'OBJECTS IN JAMESTOWN WERE VISABLE FROM THE GROUND AT THE
 RQ0718'STATION.
 RQ0718'
 RQ0718'THE AZIMUTH MARK IS 0.9 MILE EAST OF THE STATION, 51 FEET SOUTH
 RQ0718'OF THE CENTERLINE OF THE ROAD AND 2 FEET NORTHWEST OF THE FOURTH
 RQ0718'POWERLINE POLE WEST OF THE CROSSROADS.  THE MARK PROJECTS ABOUT
 RQ0718'4 INCHES AND THE DISK IS STAMPED BRAY 1934 RESET 1960.
 RQ0718'
 RQ0718'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM JAMESTOWN
 RQ0718'IS ADEQUATE.
 RQ0718
 RQ0718                          STATION RECOVERY (1977)
 RQ0718
 RQ0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 RQ0718'RM 1 AND RM 2 RECOVERED AS DESCRIBED.
 RQ0718'
 RQ0718'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND AND IT IS ASSUMED
 RQ0718'THAT THE SURFACE MARK HAS BEEN DESTROYED.
 RQ0718'
 RQ0718'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 RQ0718'
 RQ0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MI W BY N OF
 RQ0718'JAMESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0919 ***********************************************************************
 RR0919  DESIGNATION -  BREEZY
 RR0919  PID         -  RR0919
 RR0919  STATE/COUNTY-  ND/GRANT
 RR0919  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0919
 RR0919                         *CURRENT SURVEY CONTROL
 RR0919  ___________________________________________________________________
 RR0919* NAD 83(1996)-  46 29 43.75080(N)    101 19 49.74950(W)     ADJUSTED  
 RR0919* NAVD 88     -       710.8    (meters)    2332.     (feet)  VERTCON   
 RR0919  ___________________________________________________________________
 RR0919  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 RR0919  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RR0919
 RR0919  HORZ ORDER  -  SECOND
 RR0919
 RR0919.The horizontal coordinates were established by classical geodetic methods
 RR0919.and adjusted by the National Geodetic Survey in January 1998..
 RR0919
 RR0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0919
 RR0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0919
 RR0919.The geoid height was determined by GEOID03.
 RR0919
 RR0919;                    North         East     Units Scale Factor Converg.
 RR0919;SPC ND S     -    92,465.496   536,248.634   MT  0.99995328   -0 36 20.7
 RR0919;SPC ND S     -   303,364.49  1,759,345.91   iFT  0.99995328   -0 36 20.7
 RR0919;UTM  14      - 5,151,740.537   321,165.125   MT  0.99999313   -1 41 26.9
 RR0919
 RR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0919!SPC ND S     -   0.99989177  x   0.99995328  =   0.99984506
 RR0919!UTM  14      -   0.99989177  x   0.99999313  =   0.99988490
 RR0919
 RR0919|---------------------------------------------------------------------|
 RR0919| PID    Reference Object                     Distance      Geod. Az  |
 RR0919|                                                           dddmmss.s |
 RR0919| CQ7149 BREEZY RM 1                          10.388 METERS 04154     |
 RR0919| CQ7148 BREEZY AZ MK                                       0540723.4 |
 RR0919| CQ7150 BREEZY RM 2                          10.940 METERS 23724     |
 RR0919|---------------------------------------------------------------------|
 RR0919
 RR0919                          SUPERSEDED SURVEY CONTROL
 RR0919
 RR0919  NAD 83(1986)-  46 29 43.74131(N)    101 19 49.73718(W) AD(       ) 2
 RR0919  NAD 27      -  46 29 43.72800(N)    101 19 48.19700(W) AD(       ) 2
 RR0919  NGVD 29 (07/19/86)  710.3    (m)         2330.     (f) VERT ANG       
 RR0919
 RR0919.Superseded values are not recommended for survey control.
 RR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0919.See file dsdata.txt to determine how the superseded data were derived.
 RR0919
 RR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2116551741(NAD 83)
 RR0919_MARKER: DB = BENCH MARK DISK
 RR0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0919
 RR0919  HISTORY     - Date     Condition        Report By
 RR0919  HISTORY     - 1951     MONUMENTED       USGS
 RR0919  HISTORY     - 1951     GOOD             USGS
 RR0919  HISTORY     - 1957     GOOD             CGS
 RR0919
 RR0919                          STATION DESCRIPTION
 RR0919
 RR0919'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0919'THE STATION IS 5-1/2 MILES SOUTH OF THE HEART RIVER, 5 MILES
 RR0919'NORTHWEST OF FLASHER, 4 MILES NORTHEAST OF LARK ON THE SUMMIT
 RR0919'OF A HIGH GRASSY HILL IN A GROUP OF ROCKY BUTTES.
 RR0919'
 RR0919'TO REACH THE STATION FROM THE POST OFFICE IN FLASHER, GO NORTH
 RR0919'ON STATE HIGHWAY NO. 21 FOR 0.3 MILE TO A GRADED ROAD LEFT
 RR0919'WHERE THE HIGHWAY BEARS EAST.  THEN LEFT, WEST, ON GRADED
 RR0919'ROAD FOR 0.25 MILE TO A CROSS ROAD.  THEN LEFT, WEST, FOR 2.1
 RR0919'MILES TO A CROSS ROAD.  THEN RIGHT, NORTH, FOR 1.05 MILES TO
 RR0919'A CROSS ROAD.  THEN LEFT, WEST, FOR 2.2 MILES TO A TRACK ROAD
 RR0919'AND GATE ON THE LEFT (THERE IS A STONE HOUSE ABOUT 0.4 MILE
 RR0919'NORTH).  THEN LEFT THROUGH GATE, SOUTHWESTERLY, FOR 0.15 MILE
 RR0919'TO A FORK AND THE AZIMUTH MARK AS DESCRIBED.  TAKE LEFT FORK,
 RR0919'SOUTHWESTERLY, FOR 0.35 MILE TO THE NORTH END OF A ROCKY
 RR0919'FLAT TOP RIDGE ON THE LEFT.  THEN RIGHT, BETWEEN BUTTES,
 RR0919'FOLLOW DRAW TO SUMMIT OF HILL AND STATION AS DESCRIBED.
 RR0919'
 RR0919'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RR0919'MARK DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST
 RR0919'THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED BREEZY 1941.
 RR0919'
 RR0919'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE HILL.  THE MARK
 RR0919'PROJECTS 6 INCHES AND THE DISK IS STAMPED BREEZY USGS NO 1
 RR0919'1951.
 RR0919'
 RR0919'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0919'BREEZY USGS NO 2 1951.
 RR0919'
 RR0919'THE AZIMUTH MARK IS 26 FEET SOUTHEAST OF THE ROAD INTERSECTION.
 RR0919'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BREEZY
 RR0919'USGS 1951.
 RR0919'
 RR0919'REFERENCE MARKS NO. 1 AND 2 ARE STANDARD DISKS SET IN DRILLED
 RR0919'HOLES IN OUTCROPPING BEDROCK.
 RR0919'
 RR0919'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RR0919'CYLINDER.
 RR0919
 RR0919                          STATION RECOVERY (1951)
 RR0919
 RR0919'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0919'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0919
 RR0919                          STATION RECOVERY (1957)
 RR0919
 RR0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0919'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 RR0919'STATION APPEARED TO BE IN GRANT COUNTY INSTEAD OF MORTON COUNTY
 RR0919'AND IS THOUGHT TO BE NEAR THE CENTER OF SEC. 23, T. 135 N.,
 RR0919'R. 85 W.  DUE TO DISCREPANCIES IN THE DESCRIPTION TO REACH
 RR0919'THE STATION, FOLLOWING IS A NEW DESCRIPTION--
 RR0919'
 RR0919'TO REACH FROM FLASHER, FROM THE INTERSECTION OF STATE HIGHWAY
 RR0919'21 AND MAIN STEET AT NORTH EDGE OF TOWN, GO WEST ON STATE
 RR0919'HIGHWAY 21 FOR 0.25 MILE TO CROSSROADS, TURN RIGHT AND GO NORTH
 RR0919'FOR 2.0 MILES TO CROSROADS, TURN LEFT AND GO WEST FOR 2.0
 RR0919'MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO
 RR0919'CROSSROADS, TURN LEFT AND GO WEST FOR ABOUT 2.0 MILES TO A GATE
 RR0919'ABOUT 0.4 MILE SOUTH OF A STONE HOUSE, BEAR LEFT AND GO
 RR0919'SOUTHWEST ON TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 RR0919'LEFT NEAR FORKS, TAKE LEFT FORK SOUTHWESTERLY FOR 0.35
 RR0919'MILE TO THE NORTH END OF A ROCKY FLAT-TOPPED RIDGE ON THE
 RR0919'LEFT, THEN RIGHT BETWEEN BUTTES AND FOLLOW DRAW WESTERLY TO
 RR0919'TOP OF HILL AND STATION.
 RR0919'
 RR0919'THE STATION MARK IS ABOUT 100 YARDS NORTH OF A FENCE CORNER AND
 RR0919'JUST WEST OF A NORTH AND SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0890 ***********************************************************************
 RR0890  DESIGNATION -  BRIAR
 RR0890  PID         -  RR0890
 RR0890  STATE/COUNTY-  ND/MORTON
 RR0890  USGS QUAD   -  SWEET BRIAR (1972)
 RR0890
 RR0890                         *CURRENT SURVEY CONTROL
 RR0890  ___________________________________________________________________
 RR0890* NAD 83(1996)-  46 52 14.89097(N)    101 14 18.79393(W)     ADJUSTED  
 RR0890* NAVD 88     -       666.6    (meters)    2187.     (feet)  VERTCON   
 RR0890  ___________________________________________________________________
 RR0890  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 RR0890  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 RR0890
 RR0890  HORZ ORDER  -  FIRST
 RR0890
 RR0890.The horizontal coordinates were established by classical geodetic methods
 RR0890.and adjusted by the National Geodetic Survey in January 1998..
 RR0890
 RR0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0890
 RR0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0890
 RR0890.The geoid height was determined by GEOID03.
 RR0890
 RR0890;                    North         East     Units Scale Factor Converg.
 RR0890;SPC ND S     -   134,112.670   543,697.719   MT  0.99993605   -0 32 19.3
 RR0890;SPC ND S     -   440,002.20  1,783,785.17   iFT  0.99993605   -0 32 19.3
 RR0890;UTM  14      - 5,193,239.844   329,405.624   MT  0.99995770   -1 38 02.8
 RR0890
 RR0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0890!SPC ND S     -   0.99989873  x   0.99993605  =   0.99983478
 RR0890!UTM  14      -   0.99989873  x   0.99995770  =   0.99985643
 RR0890
 RR0890|---------------------------------------------------------------------|
 RR0890| PID    Reference Object                     Distance      Geod. Az  |
 RR0890|                                                           dddmmss.s |
 RR0890| CQ7152 BRIAR RM 1                            6.060 METERS 11522     |
 RR0890| CQ7151 BRIAR AZ MK                                        1864317.4 |
 RR0890| RR0910 NEW SALEM MUNICIPAL TANK            APPROX.13.6 KM 2565215.8 |
 RR0890| CQ7153 BRIAR RM 2                            7.858 METERS 33419     |
 RR0890|---------------------------------------------------------------------|
 RR0890
 RR0890                          SUPERSEDED SURVEY CONTROL
 RR0890
 RR0890  NAD 83(1986)-  46 52 14.88582(N)    101 14 18.77912(W) AD(       ) 1
 RR0890  NAD 27      -  46 52 14.90300(N)    101 14 17.28500(W) AD(       ) 1
 RR0890  NGVD 29 (07/19/86)  666.2    (m)         2186.     (f) VERT ANG       
 RR0890
 RR0890.Superseded values are not recommended for survey control.
 RR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0890.See file dsdata.txt to determine how the superseded data were derived.
 RR0890
 RR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2940693240(NAD 83)
 RR0890_MARKER: DS = TRIANGULATION STATION DISK
 RR0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0890
 RR0890  HISTORY     - Date     Condition        Report By
 RR0890  HISTORY     - 1951     MONUMENTED       CGS
 RR0890  HISTORY     - 1957     GOOD             CGS
 RR0890
 RR0890                          STATION DESCRIPTION
 RR0890
 RR0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0890'THE STATION IS ABOUT 3 MILES NORTHEAST OF JUDSON, 1-1/2 MILES
 RR0890'NORTH OF U.S. HIGHWAY NO. 10 AND ON LAND OWNED BY MR. WALD
 RR0890'MATTHIESEN.
 RR0890'
 RR0890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RR0890'AND STATE HIGHWAY NO. 31 IN THE NORTHEAST EDGE OF NEW SALEM,
 RR0890'GO EAST ON U.S. HIGHWAY NO. 10 FOR 6.05 MILES TO A CROSS ROAD
 RR0890'AND SIGN POINTING SOUTH TO JUDSON.  CONTINUE EAST ON THE
 RR0890'HIGHWAY FOR 2.1 MILES TO A T-INTERSECTION, LEFT.  THEN LEFT,
 RR0890'NORTH, FOR 1.25 MILES TO A DRIVEWAY AND MAILBOX ON THE RIGHT.
 RR0890'THEN RIGHT, THROUGH GATE.  THEN LEFT, NORTHEAST, FOR 0.1 MILE
 RR0890'TO SUMMIT OF HIGH POINTED HILL AND STATION AS DESCRIBED.  TO
 RR0890'REACH THE AZIMUTH MARK FROM THE GATE 0.1 MILE SOUTHWEST OF
 RR0890'THE STATION, GO SOUTH FOR 0.3 MILE TO THE MARK ON THE RIGHT
 RR0890'AS DESCRIBED.
 RR0890'
 RR0890'THE STATION MARK IS 4 FEET EAST OF A ROCK PILE.  THE MARK
 RR0890'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRIAR 1951.
 RR0890'
 RR0890'REFERENCE MARK NO. 1 IS 23 FEET EAST OF THE ROCK PILE AND
 RR0890'ON THE SOUTH EDGE OF THE HILL.  THE MARK PROJECTS 4 INCHES
 RR0890'AND THE DISK IS STAMPED BRIAR NO 1 1951.
 RR0890'
 RR0890'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE ROCK PILE AND
 RR0890'ON THE NORTH EDGE OF THE HILL.  THE MARK PROJECTS 4 INCHES
 RR0890'AND THE DISK IS STAMPED BRIAR NO 2 1951.
 RR0890'
 RR0890'THE AZIMUTH MARK IS 30 FEET WEST OF A TRACK ROAD AND 25 FEET
 RR0890'NORTH OF A WIRE GATE.  THE MARK PROJECTS 4 INCHES AND THE
 RR0890'DISK IS STAMPED BRIAR 1951.
 RR0890'
 RR0890'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0890'CYLINDERS.
 RR0890
 RR0890                          STATION RECOVERY (1957)
 RR0890
 RR0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0890'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0890'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0980 ***********************************************************************
 RR0980  DESIGNATION -  BRICK
 RR0980  PID         -  RR0980
 RR0980  STATE/COUNTY-  ND/MORTON
 RR0980  USGS QUAD   -  GLEN ULLIN NW (1970)
 RR0980
 RR0980                         *CURRENT SURVEY CONTROL
 RR0980  ___________________________________________________________________
 RR0980* NAD 83(1996)-  46 58 52.70210(N)    101 59 45.09779(W)     ADJUSTED  
 RR0980* NAVD 88     -       743.4    (meters)    2439.     (feet)  VERTCON   
 RR0980  ___________________________________________________________________
 RR0980  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 RR0980  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 RR0980
 RR0980  HORZ ORDER  -  FIRST
 RR0980
 RR0980.The horizontal coordinates were established by classical geodetic methods
 RR0980.and adjusted by the National Geodetic Survey in January 1998..
 RR0980
 RR0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0980
 RR0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0980
 RR0980.The geoid height was determined by GEOID03.
 RR0980
 RR0980;                    North         East     Units Scale Factor Converg.
 RR0980;SPC ND S     -   147,215.290   486,204.968   MT  0.99993912   -1 05 27.8
 RR0980;SPC ND S     -   482,989.80  1,595,160.66   iFT  0.99993912   -1 05 27.8
 RR0980;UTM  14      - 5,207,443.613   272,165.620   MT  1.00023803   -2 11 28.7
 RR0980;UTM  13      - 5,207,467.736   728,463.957   MT  1.00024156   +2 11 50.5
 RR0980
 RR0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0980!SPC ND S     -   0.99988645  x   0.99993912  =   0.99982558
 RR0980!UTM  14      -   0.99988645  x   1.00023803  =   1.00012446
 RR0980!UTM  13      -   0.99988645  x   1.00024156  =   1.00012799
 RR0980
 RR0980|---------------------------------------------------------------------|
 RR0980| PID    Reference Object                     Distance      Geod. Az  |
 RR0980|                                                           dddmmss.s |
 RR0980| CQ7155 BRICK RM 1                           21.641 METERS 08415     |
 RR0980| CQ7154 BRICK AZ MK                                        1455520.8 |
 RR0980| CQ7156 BRICK RM 2                           25.850 METERS 27711     |
 RR0980|---------------------------------------------------------------------|
 RR0980
 RR0980                          SUPERSEDED SURVEY CONTROL
 RR0980
 RR0980  NAD 83(1986)-  46 58 52.69714(N)    101 59 45.08955(W) AD(       ) 1
 RR0980  NAD 27      -  46 58 52.67000(N)    101 59 43.50600(W) AD(       ) 1
 RR0980  NGVD 29 (07/19/86)  743.0    (m)         2438.     (f) VERT ANG       
 RR0980
 RR0980.Superseded values are not recommended for survey control.
 RR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0980.See file dsdata.txt to determine how the superseded data were derived.
 RR0980
 RR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT7216607444(NAD 83)
 RR0980_MARKER: DS = TRIANGULATION STATION DISK
 RR0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0980
 RR0980  HISTORY     - Date     Condition        Report By
 RR0980  HISTORY     - 1951     MONUMENTED       CGS
 RR0980  HISTORY     - 1956     GOOD             CGS
 RR0980
 RR0980                          STATION DESCRIPTION
 RR0980
 RR0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0980'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF HEBRON,
 RR0980'JUST SOUTH OF THE MORTON-MERCER COUNTY LINE, ON LAND OWNED
 RR0980'BY THE HEBRON BRICK COMPANY, 10 FEET SOUTH OF A WIRE FENCE,
 RR0980'AND 9 FEET SOUTH OF A WITNESS POST.
 RR0980'
 RR0980'TO REACH FROM THE POST OFFICE IN HEBRON, GO EAST ON THE MAIN
 RR0980'STREET FOR 0.25 MILE TO A CROSS STREET.  TURN LEFT, CROSSING
 RR0980'RAILROAD TRACK, AND GO NORTH FOR 0.35 MILE TO A T-INTERSECTION.
 RR0980'TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.85 MILE TO A FORK.
 RR0980'BEAR RIGHT AND CONTINUE EAST FOR 1.65 MILES TO A CROSSROAD.
 RR0980'TURN LEFT AND GO NORTH FOR 2.55 MILES TO A FORK.  BEAR LEFT
 RR0980'AND CONTINUE NORTH FOR 1.9 MILES TO A FORK.  BEAR LEFT AND
 RR0980'CONTINUE NORTH ON TRACK ROAD FOR 0.3 MILE TO A FORK.  BEAR
 RR0980'RIGHT AND GO NORTHEAST AND NORTH ON TRACK ROAD FOR 0.3 MILE TO
 RR0980'THE AZIMUTH MARK ON LEFT.  CONTINUE NORTH FOR 0.4 MILE TO A
 RR0980'FENCE CORNER.  TURN LEFT AND GO WEST FOR 0.2 MILE TO TOP OF
 RR0980'HILL AND STATION.
 RR0980'
 RR0980'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RR0980'BRICK 1951.
 RR0980'
 RR0980'REFERENCE MARK NO. 1 IS 3 FEET SOUTH OF A WIRE FENCE.  IT
 RR0980'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BRICK NO 1 1951.
 RR0980'
 RR0980'REFERENCE MARK NO. 2 IS 3 FEET SOUTH OF A WIRE FENCE.  IT
 RR0980'PROJECTS 7 INCHES, AND THE DISK IS STAMPED BRICK NO 2 1951.
 RR0980'
 RR0980'THE AZIMUTH MARK IS 12 FEET WEST OF CENTER OF TRACK ROAD.
 RR0980'IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED BRICK 1951.
 RR0980'
 RR0980'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0980'CYLINDERS.
 RR0980
 RR0980                          STATION RECOVERY (1956)
 RR0980
 RR0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0980'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0980'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0953 ***********************************************************************
 RR0953  DESIGNATION -  BRIDGE
 RR0953  PID         -  RR0953
 RR0953  STATE/COUNTY-  ND/MORTON
 RR0953  USGS QUAD   -  ALMONT WEST (1980)
 RR0953
 RR0953                         *CURRENT SURVEY CONTROL
 RR0953  ___________________________________________________________________
 RR0953* NAD 83(1996)-  46 44 44.84516(N)    101 37 04.17167(W)     ADJUSTED  
 RR0953* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 RR0953  ___________________________________________________________________
 RR0953  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 RR0953  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 RR0953
 RR0953  HORZ ORDER  -  THIRD
 RR0953
 RR0953.The horizontal coordinates were established by classical geodetic methods
 RR0953.and adjusted by the National Geodetic Survey in January 1998..
 RR0953
 RR0953.The orthometric height was scaled from a topographic map.
 RR0953
 RR0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0953
 RR0953.The geoid height was determined by GEOID03.
 RR0953
 RR0953;                    North         East     Units Scale Factor Converg.
 RR0953;SPC ND S     -   120,559.295   514,588.534   MT  0.99993705   -0 48 55.2
 RR0953;SPC ND S     -   395,535.74  1,688,282.59   iFT  0.99993705   -0 48 55.2
 RR0953;UTM  14      - 5,180,243.469   300,040.482   MT  1.00009147   -1 54 26.1
 RR0953
 RR0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0953!SPC ND S     -   0.99990037  x   0.99993705  =   0.99983742
 RR0953!UTM  14      -   0.99990037  x   1.00009147  =   0.99999183
 RR0953
 RR0953:                Primary Azimuth Mark                     Grid Az
 RR0953:SPC ND S     -  OLINE                                    176 53 52.2
 RR0953:UTM  14      -  OLINE                                    177 59 23.1
 RR0953
 RR0953|---------------------------------------------------------------------|
 RR0953| PID    Reference Object                     Distance      Geod. Az  |
 RR0953|                                                           dddmmss.s |
 RR0953| RR0952 OLINE                               APPROX. 4.1 KM 1760457.0 |
 RR0953|---------------------------------------------------------------------|
 RR0953
 RR0953                          SUPERSEDED SURVEY CONTROL
 RR0953
 RR0953  NAD 83(1986)-  46 44 44.83848(N)    101 37 04.16226(W) AD(       ) 3
 RR0953  NAD 27      -  46 44 44.82587(N)    101 37 02.63143(W) AD(       ) 3
 RR0953
 RR0953.Superseded values are not recommended for survey control.
 RR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0953.See file dsdata.txt to determine how the superseded data were derived.
 RR0953
 RR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0004080243(NAD 83)
 RR0953_MARKER: DD = SURVEY DISK
 RR0953_SETTING: 0 = UNSPECIFIED SETTING
 RR0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0953
 RR0953  HISTORY     - Date     Condition        Report By
 RR0953  HISTORY     - 1958     MONUMENTED       USGS
 RR0953
 RR0953                          STATION DESCRIPTION
 RR0953
 RR0953'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0953'THE STATION IS LOCATED APPROX. 1.5 MI N. AND 6.0 MI W. OF ALMONT, T.
 RR0953'138 N., R. 87 W., NEAR THE NE. COR. SEC. 26.
 RR0953'
 RR0953'TO REACH THE STATION FROM THE RD. FORKS ON N. SIDE OF ALMONT, GO NW.
 RR0953'AND W. ON MAIN GRAVEL RD. FOR 5.6 MI TO TOP OF SMALL HILL AND STATION
 RR0953'ON THE LEFT AS DESCRIBED.  THE STATION IS ON THE HIGHEST POINT OF
 RR0953'SMALL KNOLL, 255 FT S. CENTERLINE RD. AT TOP HILL, AND APPROX. 840 FT
 RR0953'W. OF BRIDGE, 23 FT APPROX. S. OF WHITE WITNESS POST, STANDARD TABLET
 RR0953'BRAZED TO IRON ROD, FLUSH WITH GROUND, STAMPED---BRIDGE 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0751 ***********************************************************************
 RQ0751  DESIGNATION -  BRIGGLE
 RQ0751  PID         -  RQ0751
 RQ0751  STATE/COUNTY-  ND/EMMONS
 RQ0751  USGS QUAD   -  HAGUE (1980)
 RQ0751
 RQ0751                         *CURRENT SURVEY CONTROL
 RQ0751  ___________________________________________________________________
 RQ0751* NAD 83(1996)-  46 04 23.87045(N)    099 54 44.74441(W)     ADJUSTED  
 RQ0751* NAVD 88     -       643.4    (meters)    2111.     (feet)  VERTCON   
 RQ0751  ___________________________________________________________________
 RQ0751  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 RQ0751  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RQ0751
 RQ0751  HORZ ORDER  -  FIRST
 RQ0751
 RQ0751.The horizontal coordinates were established by classical geodetic methods
 RQ0751.and adjusted by the National Geodetic Survey in January 1998..
 RQ0751
 RQ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0751
 RQ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0751
 RQ0751.The geoid height was determined by GEOID03.
 RQ0751
 RQ0751;                    North         East     Units Scale Factor Converg.
 RQ0751;SPC ND S     -    45,370.047   645,455.692   MT  1.00002345   +0 25 42.8
 RQ0751;SPC ND S     -   148,851.86  2,117,636.78   iFT  1.00002345   +0 25 42.8
 RQ0751;UTM  14      - 5,102,596.034   429,441.968   MT  0.99966120   -0 39 25.9
 RQ0751
 RQ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0751!SPC ND S     -   0.99990264  x   1.00002345  =   0.99992609
 RQ0751!UTM  14      -   0.99990264  x   0.99966120  =   0.99956387
 RQ0751
 RQ0751|---------------------------------------------------------------------|
 RQ0751| PID    Reference Object                     Distance      Geod. Az  |
 RQ0751|                                                           dddmmss.s |
 RQ0751| CO5244 BRIGGLE RM 1                         33.720 METERS 04742     |
 RQ0751| RQ0749 ST JOHNS CATH CH N OF ZEELAND       APPROX. 6.9 KM 1205646.4 |
 RQ0751| CO5243 BRIGGLE AZ MK                                      1481913.8 |
 RQ0751| CO5245 BRIGGLE RM 2                         35.582 METERS 18237     |
 RQ0751| RQ0752 HAGUE ST MARYS CATHEDRAL CROSS      APPROX. 8.5 KM 2324307.2 |
 RQ0751|---------------------------------------------------------------------|
 RQ0751
 RQ0751                          SUPERSEDED SURVEY CONTROL
 RQ0751
 RQ0751  NAD 83(1986)-  46 04 23.86266(N)    099 54 44.73726(W) AD(       ) 1
 RQ0751  NAD 27      -  46 04 23.92000(N)    099 54 43.31000(W) AD(       ) 1
 RQ0751  NGVD 29 (07/19/86)  643.0    (m)         2110.     (f) VERT ANG       
 RQ0751
 RQ0751.Superseded values are not recommended for survey control.
 RQ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0751.See file dsdata.txt to determine how the superseded data were derived.
 RQ0751
 RQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS2944202596(NAD 83)
 RQ0751_MARKER: DS = TRIANGULATION STATION DISK
 RQ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0751
 RQ0751  HISTORY     - Date     Condition        Report By
 RQ0751  HISTORY     - 1934     MONUMENTED       CGS
 RQ0751  HISTORY     - 1959     GOOD             CGS
 RQ0751
 RQ0751                          STATION DESCRIPTION
 RQ0751
 RQ0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0751'STATION IS LOCATED ABOUT 4 MILES E AND 3 MILES N OF HAGUE,
 RQ0751'IN SW 1/4 OF SEC. 14, T 130 N, R 74 W, ON A PROMINENT ROCKY
 RQ0751'HILL, THE HIGHEST IN VICINITY.  MARK IS PLACED IN THE CENTER
 RQ0751'OF THE FLAT TOP OF THE HILL ABOUT 50 PACES S OF A LARGE PILE
 RQ0751'OF ROCKS.
 RQ0751'
 RQ0751'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0751'BRONZE DISKS SET IN CONCRETE.
 RQ0751'
 RQ0751'REFERENCE MARK NO. 1 IS 33.720 METERS (110.63 FEET) NE OF
 RQ0751'STATION, SET ABOUT 30 PACES SE OF LARGE PILE OF ROCKS.
 RQ0751'
 RQ0751'REFERENCE MARK NO. 2 IS 35.582 METERS (116.74 FEET) S OF
 RQ0751'STATION SET NEAR SOUTHERN EDGE OF HILLTOP.
 RQ0751'
 RQ0751'AZIMUTH MARK IS 1.4 MILES, ABOUT 1.0 MILE AIRLINE, SE FROM
 RQ0751'STATION.  IT IS REACHED BY GOING S 0.5 MILE, THENCE 0.9 MILE
 RQ0751'SE ON PRAIRIE ROAD TO MARK.  MARK IS SET IN FENCE CORNER
 RQ0751'75 YARDS W OF WHITE HOUSE.
 RQ0751'
 RQ0751'REACHED FROM HAGUE, POST OFFICE, BY GOING E ON STATE HIGHWAY
 RQ0751'11 FOR 3.6 MILES, THENCE N ON GRADED ROAD FOR 2.8 MILES, TURN
 RQ0751'E THROUGH GATE AND GO 0.2 MILE TO FARMHOUSE, PASSING BETWEEN
 RQ0751'HOUSE AND SHEDS, GO E THROUGH GATE AND TURN SHARPLY N INTO
 RQ0751'LANE, FOLLOW LANE 0.3 MILE N TO ITS END, THENCE NE TO TOP OF
 RQ0751'HILL AND STATION.
 RQ0751'
 RQ0751'HEIGHT OF LIGHT ABOVE STATION MARK - 21.8 METERS.
 RQ0751
 RQ0751                          STATION RECOVERY (1959)
 RQ0751
 RQ0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0751'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0751'CONDITION.
 RQ0751'
 RQ0751'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HAGUE IS
 RQ0751'ADEQUATE.
 RQ0751'
 RQ0751'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 RQ0751'MAIN ROAD THENCE SOUTH FOR 0.8 MILE TO CROSSROADS, TURN LEFT
 RQ0751'AND GO EAST FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 RQ0751'GO NORTH FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT
 RQ0751'FOR 0.15 MILE TO A FARMHOUSE.  THE MARK IS ABOUT 75 YARDS
 RQ0751'WEST OF THE FARMHOUSE AND JUST SOUTHWEST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1995 ***********************************************************************
 TE1995  DESIGNATION -  BRINSMADE LUTH CHURCH STEEPLE
 TE1995  PID         -  TE1995
 TE1995  STATE/COUNTY-  ND/BENSON
 TE1995  USGS QUAD   -  BRINSMADE (1978)
 TE1995
 TE1995                         *CURRENT SURVEY CONTROL
 TE1995  ___________________________________________________________________
 TE1995* NAD 83(1996)-  48 11 02.79786(N)    099 19 16.16851(W)     ADJUSTED  
 TE1995* NAVD 88     -                                                        
 TE1995  ___________________________________________________________________
 TE1995  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 TE1995  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1995
 TE1995  HORZ ORDER  -  THIRD
 TE1995
 TE1995.The horizontal coordinates were established by classical geodetic methods
 TE1995.and adjusted by the National Geodetic Survey in January 1998..
 TE1995
 TE1995
 TE1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1995
 TE1995.The geoid height was determined by GEOID03.
 TE1995
 TE1995;                    North         East     Units Scale Factor Converg.
 TE1995;SPC ND N     -   132,321.908   687,649.127   MT  0.99993734   +0 52 38.0
 TE1995;SPC ND N     -   434,126.99  2,256,066.69   iFT  0.99993734   +0 52 38.0
 TE1995;UTM  14      - 5,336,813.536   476,128.441   MT  0.99960700   -0 14 21.7
 TE1995
 TE1995                          SUPERSEDED SURVEY CONTROL
 TE1995
 TE1995  NAD 83(1986)-  48 11 02.79766(N)    099 19 16.16739(W) AD(       ) 4
 TE1995  NAD 27      -  48 11 02.80000(N)    099 19 14.67000(W) AD(       ) 3
 TE1995
 TE1995.Superseded values are not recommended for survey control.
 TE1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1995.See file dsdata.txt to determine how the superseded data were derived.
 TE1995
 TE1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7612836814(NAD 83)
 TE1995
 TE1995  HISTORY     - Date     Condition        Report By
 TE1995  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1995
 TE1995                          STATION DESCRIPTION
 TE1995
 TE1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1995'THE CHURCH IS LOCATED ONE BLOCK NORTH AND 250 FEET EAST OF THE
 TE1995'FLAGPOLE IN THE CENTER OF THE MAIN INTERSECTION OF BRINSMADE.
 TE1995'
 TE1995'THE CHURCH IS OF WHITE WOOD CONSTRUCTION, APPROXIMATELY 25 BY
 TE1995'50 FEET, WITH THE LONG DIMENSION NORTH AND SOUTH.  THE STEEPLE
 TE1995'IS BUILT OVER THE ENTRY HALL, WHICH PROJECTS FROM THE MAIN
 TE1995'BUILDING ABOUT THE CENTER OF THE NORTH SIDE.  THE BELFRY IN THE
 TE1995'STEEPLE HAS TRIPLE WINDOWS IN EACH SIDE, AND THE BASE OF THE
 TE1995'STEEPLE IS DECORATED WITH GABLES.  THE POINT SIGHTED ON WAS THE
 TE1995'TIP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1994 ***********************************************************************
 TE1994  DESIGNATION -  BRINSMADE SCHOOL BELFRY
 TE1994  PID         -  TE1994
 TE1994  STATE/COUNTY-  ND/BENSON
 TE1994  USGS QUAD   -  BRINSMADE (1978)
 TE1994
 TE1994                         *CURRENT SURVEY CONTROL
 TE1994  ___________________________________________________________________
 TE1994* NAD 83(1996)-  48 11 03.97855(N)    099 19 17.89223(W)     ADJUSTED  
 TE1994* NAVD 88     -                                                        
 TE1994  ___________________________________________________________________
 TE1994  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 TE1994  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1994
 TE1994  HORZ ORDER  -  THIRD
 TE1994
 TE1994.The horizontal coordinates were established by classical geodetic methods
 TE1994.and adjusted by the National Geodetic Survey in January 1998..
 TE1994
 TE1994
 TE1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1994
 TE1994.The geoid height was determined by GEOID03.
 TE1994
 TE1994;                    North         East     Units Scale Factor Converg.
 TE1994;SPC ND N     -   132,357.825   687,612.972   MT  0.99993735   +0 52 36.7
 TE1994;SPC ND N     -   434,244.83  2,255,948.07   iFT  0.99993735   +0 52 36.7
 TE1994;UTM  14      - 5,336,850.138   476,093.004   MT  0.99960702   -0 14 23.0
 TE1994
 TE1994                          SUPERSEDED SURVEY CONTROL
 TE1994
 TE1994  NAD 83(1986)-  48 11 03.97845(N)    099 19 17.89072(W) AD(       ) 4
 TE1994  NAD 27      -  48 11 03.97600(N)    099 19 16.39400(W) AD(       ) 3
 TE1994
 TE1994.Superseded values are not recommended for survey control.
 TE1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1994.See file dsdata.txt to determine how the superseded data were derived.
 TE1994
 TE1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7609336850(NAD 83)
 TE1994_MARKER: 62 = FLAGPOLE
 TE1994
 TE1994  HISTORY     - Date     Condition        Report By
 TE1994  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1994
 TE1994                          STATION DESCRIPTION
 TE1994
 TE1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1994'THE SCHOOL IS LOCATED IN THE NORTH EDGE OF THE VILLAGE OF
 TE1994'BRINSMADE.  IT IS ONE BLOCK NORTH AND 210 FEET EAST OF THE
 TE1994'FLAGPOLE IN THE CENTER OF THE MAIN INTERSECTION OF THE VILLAGE.
 TE1994'
 TE1994'THE BUILDING IS OF WHITE WOOD CONSTRUCTION, 2-1/2 STORYS HIGH,
 TE1994'60 FEET WIDE AND 36 FEET LONG WITH THE BELFRY LOCATED IN THE
 TE1994'CENTER OF THE SOUTH SIDE OF THE BUILDING.  THE ROOF OF THE
 TE1994'ENTIRE BUILDING IS OF WEATHERED SHINGLES.
 TE1994'
 TE1994'THE POINT INTERSECTED WAS THE FLAGPOLE ON TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1996 ***********************************************************************
 TE1996  DESIGNATION -  BRINSMADE ST JOHNS CATH CHURCH
 TE1996  PID         -  TE1996
 TE1996  STATE/COUNTY-  ND/BENSON
 TE1996  USGS QUAD   -  BRINSMADE (1978)
 TE1996
 TE1996                         *CURRENT SURVEY CONTROL
 TE1996  ___________________________________________________________________
 TE1996* NAD 83(1996)-  48 11 02.09522(N)    099 19 05.54995(W)     ADJUSTED  
 TE1996* NAVD 88     -                                                        
 TE1996  ___________________________________________________________________
 TE1996  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 TE1996  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 TE1996
 TE1996  HORZ ORDER  -  THIRD
 TE1996
 TE1996.The horizontal coordinates were established by classical geodetic methods
 TE1996.and adjusted by the National Geodetic Survey in January 1998..
 TE1996
 TE1996
 TE1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1996
 TE1996.The geoid height was determined by GEOID03.
 TE1996
 TE1996;                    North         East     Units Scale Factor Converg.
 TE1996;SPC ND N     -   132,303.571   687,868.752   MT  0.99993734   +0 52 45.9
 TE1996;SPC ND N     -   434,066.83  2,256,787.24   iFT  0.99993734   +0 52 45.9
 TE1996;UTM  14      - 5,336,790.930   476,347.594   MT  0.99960687   -0 14 13.8
 TE1996
 TE1996                          SUPERSEDED SURVEY CONTROL
 TE1996
 TE1996  NAD 83(1986)-  48 11 02.09511(N)    099 19 05.54843(W) AD(       ) 4
 TE1996  NAD 27      -  48 11 02.09300(N)    099 19 04.05200(W) AD(       ) 3
 TE1996
 TE1996.Superseded values are not recommended for survey control.
 TE1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1996.See file dsdata.txt to determine how the superseded data were derived.
 TE1996
 TE1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7634836791(NAD 83)
 TE1996_MARKER: 91 = CHURCH CROSS
 TE1996
 TE1996  HISTORY     - Date     Condition        Report By
 TE1996  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1996
 TE1996                          STATION DESCRIPTION
 TE1996
 TE1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1996'THE CHURCH IS LOCATED ON THE EAST END OF THE VILLAGE OF BRINSMADE,
 TE1996'2 BLOCKS EAST OF THE FLAGPOLE IN THE CENTER OF THE MAIN INTERSECTION
 TE1996'OF THE VILLAGE.
 TE1996'
 TE1996'THE BUILDING IS OF WHITE WOOD CONSTRUCTION 60 FEET LONG, 30 FEET
 TE1996'WIDE AND THE STEEPLE WHICH IS ON THE WEST END OF THE BUILDING IS
 TE1996'ABOUT 40 FEET HIGH.  THE ROOF OF THE BUILDING AND THE STEEPLE
 TE1996'ARE OF WEATHERED SHINGLES.
 TE1996'
 TE1996'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1756 ***********************************************************************
 TE1756  DESIGNATION -  BROCKET EQUITY AND TRADE ELEV
 TE1756  PID         -  TE1756
 TE1756  STATE/COUNTY-  ND/RAMSEY
 TE1756  USGS QUAD   -  BROCKET (1971)
 TE1756
 TE1756                         *CURRENT SURVEY CONTROL
 TE1756  ___________________________________________________________________
 TE1756* NAD 83(1996)-  48 12 41.78408(N)    098 21 24.50389(W)     ADJUSTED  
 TE1756* NAVD 88     -                                                        
 TE1756  ___________________________________________________________________
 TE1756  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 TE1756  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE1756
 TE1756  HORZ ORDER  -  THIRD
 TE1756
 TE1756.The horizontal coordinates were established by classical geodetic methods
 TE1756.and adjusted by the National Geodetic Survey in January 1998..
 TE1756
 TE1756
 TE1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1756
 TE1756.The geoid height was determined by GEOID03.
 TE1756
 TE1756;                    North         East     Units Scale Factor Converg.
 TE1756;SPC ND N     -   136,924.662   759,251.023   MT  0.99993829   +1 35 41.4
 TE1756;SPC ND N     -   449,227.89  2,490,981.05   iFT  0.99993829   +1 35 41.4
 TE1756;UTM  14      - 5,340,019.841   547,782.685   MT  0.99962805   +0 28 46.5
 TE1756
 TE1756                          SUPERSEDED SURVEY CONTROL
 TE1756
 TE1756  NAD 83(1986)-  48 12 41.78241(N)    098 21 24.50183(W) AD(       ) 4
 TE1756  NAD 27      -  48 12 41.77878(N)    098 21 23.12286(W) AD(       ) 3
 TE1756
 TE1756.Superseded values are not recommended for survey control.
 TE1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1756.See file dsdata.txt to determine how the superseded data were derived.
 TE1756
 TE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU4778340020(NAD 83)
 TE1756
 TE1756  HISTORY     - Date     Condition        Report By
 TE1756  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1756
 TE1756                          STATION DESCRIPTION
 TE1756
 TE1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1756'THE STATION IS THE CENTER OF THE TOP OF THE BROCKET EQUITY
 TE1756'ELEVATOR AND TRADING COMPANY, THAT HAS AN OVERALL HEIGHT OF
 TE1756'80 FEET.  IT IS THE TALLEST AND MOST SOUTHERN ONE OF THREE
 TE1756'ELEVATORS, LOCATED IN THE SOUTHWEST EDGE OF BROCKET AND 200
 TE1756'FEET WEST OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1865 ***********************************************************************
 TG1865  DESIGNATION -  BROOK
 TG1865  PID         -  TG1865
 TG1865  STATE/COUNTY-  ND/WILLIAMS
 TG1865  USGS QUAD   -  STOCKYARD CREEK (1979)
 TG1865
 TG1865                         *CURRENT SURVEY CONTROL
 TG1865  ___________________________________________________________________
 TG1865* NAD 83(1996)-  48 12 32.92957(N)    103 23 18.62324(W)     ADJUSTED  
 TG1865* NAVD 88     -       740.6    (meters)    2430.     (feet)  VERTCON   
 TG1865  ___________________________________________________________________
 TG1865  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 TG1865  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 TG1865
 TG1865  HORZ ORDER  -  FIRST
 TG1865
 TG1865.The horizontal coordinates were established by classical geodetic methods
 TG1865.and adjusted by the National Geodetic Survey in January 1998..
 TG1865
 TG1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1865
 TG1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1865
 TG1865.The geoid height was determined by GEOID03.
 TG1865
 TG1865;                    North         East     Units Scale Factor Converg.
 TG1865;SPC ND N     -   138,460.842   385,380.498   MT  0.99993819   -2 08 58.0
 TG1865;SPC ND N     -   454,267.85  1,264,371.71   iFT  0.99993819   -2 08 58.0
 TG1865;UTM  13      - 5,340,801.930   619,721.745   MT  0.99977611   +1 12 05.9
 TG1865
 TG1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1865!SPC ND N     -   0.99988677  x   0.99993819  =   0.99982497
 TG1865!UTM  13      -   0.99988677  x   0.99977611  =   0.99966291
 TG1865
 TG1865|---------------------------------------------------------------------|
 TG1865| PID    Reference Object                     Distance      Geod. Az  |
 TG1865|                                                           dddmmss.s |
 TG1865| CQ7167 BROOK RM 1                           25.464 METERS 22321     |
 TG1865| CQ7168 BROOK RM 2                           24.488 METERS 31446     |
 TG1865| TG1866 BROOK RM A                           30.357 METERS 33338     |
 TG1865| CQ7166 BROOK AZ MK                                        3570646.1 |
 TG1865|---------------------------------------------------------------------|
 TG1865
 TG1865                          SUPERSEDED SURVEY CONTROL
 TG1865
 TG1865  NAD 83(1986)-  48 12 32.92860(N)    103 23 18.62046(W) AD(       ) 1
 TG1865  NAD 27      -  48 12 32.84600(N)    103 23 16.94500(W) AD(       ) 1
 TG1865  NGVD 29 (07/19/86)  740.1    (m)         2428.     (f) VERT ANG       
 TG1865
 TG1865.Superseded values are not recommended for survey control.
 TG1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1865.See file dsdata.txt to determine how the superseded data were derived.
 TG1865
 TG1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP1972240802(NAD 83)
 TG1865_MARKER: DS = TRIANGULATION STATION DISK
 TG1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1865
 TG1865  HISTORY     - Date     Condition        Report By
 TG1865  HISTORY     - 1945     MONUMENTED       CGS
 TG1865  HISTORY     - 1967     GOOD             CGS
 TG1865  HISTORY     - 1976     GOOD             NGS
 TG1865
 TG1865                          STATION DESCRIPTION
 TG1865
 TG1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1865'STATION IS LOCATED ABOUT 4 MILES SE OF SPRING BROOK AND 5-1/2
 TG1865'MILES SSW OF EPPING, ON THE HIGHEST POINT IN THE VICINITY.
 TG1865'IT IS ON THE E SIDE OF A SECTION-LINE ROAD (NOT GRADED), 2 FEET
 TG1865'E OF THE E FENCE, AND 5 FEET S OF A STANDARD WITNESS POST.  THE
 TG1865'DISK IS STAMPED BROOK 1945 AND PROJECTS ABOUT 4 INCHES.
 TG1865'
 TG1865'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 TG1865'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1865'
 TG1865'REFERENCE MARK 1 IS 83.57 FEET SW OF THE STATION, IN THE W
 TG1865'FENCE LINE.  THE DISK IS STAMPED BROOK NO 1 1945 AND PROJECTS
 TG1865'ABOUT 4 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 TG1865'CONCRETE POST.
 TG1865'
 TG1865'REFERENCE MARK 2 IS 80.35 FEET NW OF THE STATION, IN THE W FENCE
 TG1865'LINE.  THE DISK IS STAMPED BROOK NO 2 1945 AND PROJECTS ABOUT
 TG1865'4 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1865'POST.
 TG1865'
 TG1865'AZIMUTH MARK IS 0.3 MILE N OF THE STATION, ON THE SW CORNER
 TG1865'OF THE TWO SECTION-LINE ROADWAYS.  IT IS 1.5 FEET E OF THE W
 TG1865'FENCE LINE, 5 FEET W OF A WITNESS POST, AND 80 FEET S OF THE
 TG1865'APPROXIMATE CENTER OF THE E-W ROAD.  THE DISK IS STAMPED BROOK
 TG1865'1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A BRONZE AZIMUTH DISK
 TG1865'SET IN TOP OF A CONCRETE POST.
 TG1865'
 TG1865'TO REACH FROM THE MAIN STREET AND U.S. HIGHWAY 2 IN EPPING, GO
 TG1865'S ON THE MAIN STREET 0.3 MILE TO THE RAILROAD TRACKS.  CROSS
 TG1865'RAILROAD TRACKS AND CONTINUE 1.6 MILES TO A T-INTERSECTION,
 TG1865'TURN RIGHT AND GO 0.5 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 TG1865'2.8 MILES TO CROSSROADS, TURN RIGHT AND GO 1 MILE TO AN UNGRADED
 TG1865'SECTION-LINE ROAD AND THE AZIMUTH MARK ON THE SW CORNER, TURN
 TG1865'LEFT AND GO 0.3 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 TG1865'
 TG1865'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 TG1865
 TG1865                          STATION RECOVERY (1967)
 TG1865
 TG1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1865'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 TG1865'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  FOLLOWING IS A NEW
 TG1865'AND COMPLETE DESCRIPTION.
 TG1865'
 TG1865'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF WILLISTON,
 TG1865'5-1/2 MILES SOUTH-SOUTHWEST OF EPPING, 4 MILES SOUTHEAST OF
 TG1865'SPRING BROOK, ON THE HIGHEST POINT IN THE VICINITY AND ON
 TG1865'PROPERTY OWNED BY MR. STACE LONG.
 TG1865'
 TG1865'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON GO SOUTH
 TG1865'FOR 1 BLOCK TO THE INTERSECTION OF MAIN ST. AND BROADWAY AVE.  TURN
 TG1865'LEFT AND GO EAST ON THE SURFACED ROAD FOR 12.1 MILES TO A SIDE ROAD
 TG1865'LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 2.1 MILES
 TG1865'TO A OLD SCHOOL HOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 0.9 MILE
 TG1865'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRADED SECTION
 TG1865'LINE ROAD FOR 1.0 MILE TO A NORTH-SOUTH SECTION LINE.  TURN
 TG1865'RIGHT AND GO NORTH ON THE SECTION LINE ROAD (NOT GRADED), FOR 0.7
 TG1865'MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE RIGHT.
 TG1865'(CONTINUE AHEAD FOR 0.25 MILE TO THE TOP OF THE NEXT RIDGE AND THE
 TG1865'AZIMUTH MARK ON THE LEFT.)
 TG1865'
 TG1865'THE STATION MARK IS A STANDARD DISK STAMPED BROOK 1945, SET IN THE
 TG1865'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 TG1865'THE SURFACE OF THE GROUND.  IT IS 32 FEET EAST OF THE CENTER OF THE
 TG1865'ROAD AND 5.5 FEET EAST OF THE METAL WITNESS POST SET IN THE FENCE
 TG1865'LINE.
 TG1865'
 TG1865'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BROOK NO 1
 TG1865'1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 TG1865'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 TG1865'LOWER THAN THE STATION.  IT IS 26 FEET WEST OF THE CENTER OF THE
 TG1865'ROAD AND 1 FOOT EAST OF THE WEST FENCE LINE.
 TG1865'
 TG1865'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BROOK NO 2
 TG1865'1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 TG1865'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET LOWER THAN
 TG1865'THE STATION.  IT IS 26 FEET WEST OF THE CENTER OF THE ROAD AND 1
 TG1865'FOOT EAST OF THE WEST FENCE LINE.
 TG1865'
 TG1865'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROOK 1945, SET IN THE
 TG1865'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 TG1865'SURFACE OF THE GROUND.  IT IS 28 FEET WEST OF THE CENTER OF THE
 TG1865'ROAD AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST SET IN THE
 TG1865'WEST FENCE LINE.
 TG1865'
 TG1865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TG1865'4 MILES SOUTHEAST OF SPRING BROOK.
 TG1865
 TG1865                          STATION RECOVERY (1976)
 TG1865
 TG1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TG1865'STATION WAS USED FOR LIGHTKEEPING ONLY.
 TG1865'
 TG1865'ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTIONS.
 TG1865'
 TG1865'THE PROPERTY IS NOW OWNED BY MRS. BREVIK, PHONE NUMBER IS 859-4121.
 TG1865'
 TG1865'A STEEL ROD WAS DRIVEN AT STATION WHEN VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0420 ***********************************************************************
 RS0420  DESIGNATION -  BROWN
 RS0420  PID         -  RS0420
 RS0420  STATE/COUNTY-  ND/STARK
 RS0420  USGS QUAD   -  NEW ENGLAND NW (1973)
 RS0420
 RS0420                         *CURRENT SURVEY CONTROL
 RS0420  ___________________________________________________________________
 RS0420* NAD 83(1996)-  46 40 27.56480(N)    102 57 26.32191(W)     ADJUSTED  
 RS0420* NAVD 88     -       933.4    (meters)    3062.     (feet)  VERTCON   
 RS0420  ___________________________________________________________________
 RS0420  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 RS0420  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 RS0420
 RS0420  HORZ ORDER  -  FIRST
 RS0420
 RS0420.The horizontal coordinates were established by classical geodetic methods
 RS0420.and adjusted by the National Geodetic Survey in January 1998..
 RS0420
 RS0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0420
 RS0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0420
 RS0420.The geoid height was determined by GEOID03.
 RS0420
 RS0420;                    North         East     Units Scale Factor Converg.
 RS0420;SPC ND S     -   114,947.939   412,016.105   MT  0.99993975   -1 47 32.4
 RS0420;SPC ND S     -   377,125.78  1,351,758.87   iFT  0.99993975   -1 47 32.4
 RS0420;UTM  13      - 5,171,000.335   656,235.784   MT  0.99990003   +1 29 10.6
 RS0420
 RS0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0420!SPC ND S     -   0.99985635  x   0.99993975  =   0.99979611
 RS0420!UTM  13      -   0.99985635  x   0.99990003  =   0.99975639
 RS0420
 RS0420|---------------------------------------------------------------------|
 RS0420| PID    Reference Object                     Distance      Geod. Az  |
 RS0420|                                                           dddmmss.s |
 RS0420| CQ7170 BROWN RM 1                           14.627 METERS 17836     |
 RS0420| CQ7169 BROWN AZ MK                                        1802050.8 |
 RS0420| CQ7171 BROWN RM 2                           28.100 METERS 24759     |
 RS0420|---------------------------------------------------------------------|
 RS0420
 RS0420                          SUPERSEDED SURVEY CONTROL
 RS0420
 RS0420  NAD 83(1996)-  46 40 27.55897(N)    102 57 26.31612(W) AD(       ) 1
 RS0420  NAD 83(1986)-  46 40 27.55904(N)    102 57 26.31642(W) AD(       ) 1
 RS0420  NAD 27      -  46 40 27.51600(N)    102 57 24.68200(W) AD(       ) 1
 RS0420  NGVD 29 (07/19/86)  932.9    (m)         3061.     (f) VERT ANG       
 RS0420
 RS0420.Superseded values are not recommended for survey control.
 RS0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0420.See file dsdata.txt to determine how the superseded data were derived.
 RS0420
 RS0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM5623671000(NAD 83)
 RS0420_MARKER: DS = TRIANGULATION STATION DISK
 RS0420_SETTING: 0 = UNSPECIFIED SETTING
 RS0420
 RS0420  HISTORY     - Date     Condition        Report By
 RS0420  HISTORY     - 1951     MONUMENTED       CGS
 RS0420  HISTORY     - 1977     GOOD             LOCENG
 RS0420
 RS0420                          STATION DESCRIPTION
 RS0420
 RS0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0420'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE VILLAGE OF
 RS0420'SCHEFIELD, ON THE HIGHEST POINT OF THE MOST SOUTHERN ONE OF
 RS0420'A GROUP OF PROMINENT BUTTES, ON LAND OWNED BY MR. TOM BROWN,
 RS0420'105 FEET EAST OF THE STEEP WEST SLOPE OF THE BUTTE, AND 15
 RS0420'FEET EAST OF A WIRE FENCE.
 RS0420'
 RS0420'TO REACH THE STATION FROM A CROSSROAD AT THE SOUTHEAST
 RS0420'EDGE OF SCHEFIELD AND JUST SOUTHEAST OF THE PUBLIC SCHOOL
 RS0420'BUILDING, GO WEST ON A GRAVELED ROAD FOR 2.9 MILES.  THEN
 RS0420'LEFT, SOUTH, FOR 1.0 MILE.  THEN RIGHT, WEST, FOR 1.0 MILE.
 RS0420'THEN RIGHT, NORTH, FOR 0.85 MILE TO A WIRE GATE ON THE LEFT.
 RS0420'THEN LEFT, THROUGH GATE, (WESTERLY) ON A TRACK ROAD FOR 1.0
 RS0420'MILE TO A WIRE GATE.  THROUGH THE GATE, THEN BEAR RIGHT
 RS0420'(NORTHERLY) FOR 0.1 MILE TO THE BASE OF THE BUTTE AND THE END OF
 RS0420'TRUCK TRAVEL.  PACK NORTHERLY FOR 15 MINUTES TO THE CREST
 RS0420'OF THE BUTTE AND THE STATION AS DESCRIBED.  TO REACH THE
 RS0420'AZIMUTH MARK FROM THE LAST GATE MENTIONED, GO SOUTH ON A
 RS0420'TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 RS0420'
 RS0420'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 RS0420'IRON PIPE THAT PROJECTS 6 INCHES.  THE DISK IS STAMPED BROWN
 RS0420'1951.
 RS0420'
 RS0420'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE BUTTE, AND
 RS0420'15 FEET EAST OF THE WIRE FENCE.  IT IS FLUSH WITH THE GROUND,
 RS0420'AND THE DISK IS STAMPED BROWN NO 1 1951.
 RS0420'
 RS0420'REFERENCE MARK NO. 2 IS 3 FEET EAST OF THE WEST EDGE OF THE
 RS0420'BUTTE.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 RS0420'BROWN NO 2 1951.
 RS0420'
 RS0420'THE AZIMUTH MARK IS 200 FEET NORTH OF A FENCE CORNER, 63 FEET
 RS0420'EAST OF THE CENTER OF THE TRACK ROAD, AND 1 FOOT WEST OF A
 RS0420'WIRE FENCE.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 RS0420'BROWN 1951.
 RS0420'
 RS0420'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 RS0420'12-INCH CONCRETE CYLINDER.  THE REFERENCE MARKS ARE STANDARD
 RS0420'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 RS0420
 RS0420                          STATION RECOVERY (1977)
 RS0420
 RS0420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (AW)
 RS0420'BROWN 1951 RECOVERED GOOD.
 RS0420'
 RS0420'AZ. MARK, REF. MARKS NO. 1, NO. 2 RECOVERED GOOD.
 RS0420'
 RS0420'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF THE
 RS0420'VILLAGE OF SCHEFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2087 ***********************************************************************
 TG2087  DESIGNATION -  BROWN
 TG2087  PID         -  TG2087
 TG2087  STATE/COUNTY-  ND/DIVIDE
 TG2087  USGS QUAD   -  COLGAN WEST (1983)
 TG2087
 TG2087                         *CURRENT SURVEY CONTROL
 TG2087  ___________________________________________________________________
 TG2087* NAD 83(1996)-  48 57 38.86016(N)    103 41 38.34230(W)     ADJUSTED  
 TG2087* NAVD 88     -       670.     (meters)    2198.     (feet)  SCALED    
 TG2087  ___________________________________________________________________
 TG2087  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 TG2087  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG2087
 TG2087  HORZ ORDER  -  THIRD
 TG2087
 TG2087.The horizontal coordinates were established by classical geodetic methods
 TG2087.and adjusted by the National Geodetic Survey in January 1998..
 TG2087
 TG2087.The orthometric height was scaled from a topographic map.
 TG2087
 TG2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2087
 TG2087.The geoid height was determined by GEOID03.
 TG2087
 TG2087;                    North         East     Units Scale Factor Converg.
 TG2087;SPC ND N     -   222,868.310   366,161.750   MT  1.00005307   -2 22 36.3
 TG2087;SPC ND N     -   731,195.24  1,201,318.08   iFT  1.00005307   -2 22 36.3
 TG2087;UTM  13      - 5,423,919.381   595,599.132   MT  0.99971227   +0 59 06.5
 TG2087
 TG2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2087!SPC ND N     -   0.99989791  x   1.00005307  =   0.99995097
 TG2087!UTM  13      -   0.99989791  x   0.99971227  =   0.99961021
 TG2087
 TG2087:                Primary Azimuth Mark                     Grid Az
 TG2087:SPC ND N     -  RUIN                                     066 02 47.4
 TG2087:UTM  13      -  RUIN                                     062 41 04.6
 TG2087
 TG2087|---------------------------------------------------------------------|
 TG2087| PID    Reference Object                     Distance      Geod. Az  |
 TG2087|                                                           dddmmss.s |
 TG2087| TG2068 RUIN                                APPROX. 4.2 KM 0634011.1 |
 TG2087|---------------------------------------------------------------------|
 TG2087
 TG2087                          SUPERSEDED SURVEY CONTROL
 TG2087
 TG2087  NAD 83(1986)-  48 57 38.86211(N)    103 41 38.33368(W) AD(       ) 3
 TG2087  NAD 27      -  48 57 38.74500(N)    103 41 36.60800(W) AD(       ) 3
 TG2087
 TG2087.Superseded values are not recommended for survey control.
 TG2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2087.See file dsdata.txt to determine how the superseded data were derived.
 TG2087
 TG2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9559923919(NAD 83)
 TG2087_MARKER: DU = BOUNDARY MARKER
 TG2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2087_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2087+STABILITY: SURFACE MOTION
 TG2087
 TG2087  HISTORY     - Date     Condition        Report By
 TG2087  HISTORY     - 1911     MONUMENTED       IBC
 TG2087
 TG2087                          STATION DESCRIPTION
 TG2087
 TG2087'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG2087'ABOUT 2-3/4 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TG2087'394.  NEAR THE CENTER OF SEC. 8, T. 163 N., R. 100 W., FIFTH
 TG2087'PRINCIPAL MERIDIAN.  THE STATION IS ON A LOW KNOLL ABOUT 250
 TG2087'METERS FROM A HOUSE.
 TG2087'
 TG2087'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED U.S. AND C.B.
 TG2087'SURVEY SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1148 ***********************************************************************
 SM1148  DESIGNATION -  BUC
 SM1148  PID         -  SM1148
 SM1148  STATE/COUNTY-  ND/FOSTER
 SM1148  USGS QUAD   -  ARROWWOOD LAKE (1951)
 SM1148
 SM1148                         *CURRENT SURVEY CONTROL
 SM1148  ___________________________________________________________________
 SM1148* NAD 83(1996)-  47 21 26.47857(N)    098 50 21.20764(W)     ADJUSTED  
 SM1148* NAVD 88     -       481.3    (meters)    1579.     (feet)  VERTCON   
 SM1148  ___________________________________________________________________
 SM1148  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 SM1148  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SM1148
 SM1148  HORZ ORDER  -  FIRST
 SM1148  VERT ORDER  -  THIRD ? (See Below)
 SM1148
 SM1148.The horizontal coordinates were established by classical geodetic methods
 SM1148.and adjusted by the National Geodetic Survey in January 1998..
 SM1148
 SM1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1148.The vertical order pertains to the NGVD 29 superseded value.
 SM1148
 SM1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1148
 SM1148.The geoid height was determined by GEOID03.
 SM1148
 SM1148;                    North         East     Units Scale Factor Converg.
 SM1148;SPC ND N     -    41,084.256   725,459.551   MT  1.00001580   +1 14 09.0
 SM1148;SPC ND N     -   134,790.87  2,380,116.64   iFT  1.00001580   +1 14 09.0
 SM1148;SPC ND S     -   189,263.048   725,455.123   MT  0.99997747   +1 12 40.8
 SM1148;SPC ND S     -   620,941.76  2,380,102.11   iFT  0.99997747   +1 12 40.8
 SM1148;UTM  14      - 5,244,889.468   512,141.324   MT  0.99960181   +0 07 05.8
 SM1148
 SM1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1148!SPC ND N     -   0.99992829  x   1.00001580  =   0.99994409
 SM1148!SPC ND S     -   0.99992829  x   0.99997747  =   0.99990576
 SM1148!UTM  14      -   0.99992829  x   0.99960181  =   0.99953013
 SM1148
 SM1148:                Primary Azimuth Mark                     Grid Az
 SM1148:SPC ND N     -  BUC AZ MK                                068 13 33.4
 SM1148:SPC ND S     -  BUC AZ MK                                068 15 01.6
 SM1148:UTM  14      -  BUC AZ MK                                069 20 36.6
 SM1148
 SM1148|---------------------------------------------------------------------|
 SM1148| PID    Reference Object                     Distance      Geod. Az  |
 SM1148|                                                           dddmmss.s |
 SM1148| CO5275 BUC AZ MK                                          0692742.4 |
 SM1148| CO5276 BUC AZ MK 2                                        0885450.6 |
 SM1148| CO5277 BUC RM 1                             66.827 METERS 12101     |
 SM1148| SM1134 KENSAL ST JOHNS CATH CH CROSS       APPROX.10.2 KM 1271852.3 |
 SM1148| CO5278 BUC RM 2                             38.103 METERS 34831     |
 SM1148|---------------------------------------------------------------------|
 SM1148
 SM1148                          SUPERSEDED SURVEY CONTROL
 SM1148
 SM1148  NAD 83(1986)-  47 21 26.48006(N)    098 50 21.20398(W) AD(       ) 1
 SM1148  NAD 27      -  47 21 26.49200(N)    098 50 19.81300(W) AD(       ) 1
 SM1148  NGVD 29 (07/19/86)  480.9    (m)         1578.     (f) LEVELING    3  
 SM1148
 SM1148.Superseded values are not recommended for survey control.
 SM1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1148.See file dsdata.txt to determine how the superseded data were derived.
 SM1148
 SM1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1214144889(NAD 83)
 SM1148_MARKER: DS = TRIANGULATION STATION DISK
 SM1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1148
 SM1148  HISTORY     - Date     Condition        Report By
 SM1148  HISTORY     - 1934     MONUMENTED       CGS
 SM1148  HISTORY     - 1960     GOOD             CGS
 SM1148  HISTORY     - 1967     GOOD             CGS
 SM1148
 SM1148                          STATION DESCRIPTION
 SM1148
 SM1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1148'STATION IS LOCATED IN SE 1/4 SEC. 20, T 145 N, R 64 W, ABOUT
 SM1148'6-3/4 MILES NW OF KENSAL, ON LAND OWNED BY E.A. ROACH.  IT IS
 SM1148'ON THE MOST EASTERLY HIGH BARE KNOB OF A SHORT HIGH RIDGE,
 SM1148'ABOUT 210 FEET W OF A N-S FENCE.
 SM1148'
 SM1148'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1148'BRONZE DISKS SET IN CONCRETE.
 SM1148'
 SM1148'REFERENCE MARK NO. 1 IS ESE OF STATION, 219.2 FEET (MEASURED
 SM1148'OVER SLOPE TO NEAREST TENTH OF A FOOT).
 SM1148'
 SM1148'REFERENCE MARK NO. 2 IS N OF STATION.
 SM1148'
 SM1148'AZIMUTH MARK IS NE OF STATION 18 FEET S OF CENTER LINE OF
 SM1148'E-W DIRT ROAD, 3.0 FEET S OF FENCE, 0.3 MILE E OF FARMHOUSE
 SM1148'WITH STONE FOUNDATION.  TO REACH FROM STATION, GO W ON TRAIL
 SM1148'0.55 MILE TO MAIN N-S TRAIL, THENCE LEFT THROUGH GATE AND N 0.35
 SM1148'MILE TO HOUSE, THENCE E 0.3 MILE TO TOP OF HILL AND MARK.
 SM1148'
 SM1148'TO REACH STATION FROM KENSAL RAILROAD STATION, GO W ON GRAVEL
 SM1148'ROAD 0.15 MILE, THEN LEFT (S) ACROSS RAILROAD 0.1 MILE, THEN
 SM1148'W 0.25 MILE TO JUNCTION WITH STATE HIGHWAY 9, FOLLOW STATE
 SM1148'HIGHWAY 9 W AND N FOR 6 MILES OR 0.45 MILE PAST JAMES RIVER
 SM1148'BRIDGE, THEN GO N ON T-ROAD 0.75 MILE TO RAILROAD TRACKS,
 SM1148'CONTINUE N 0.15 MILE TO ROAD E FOLLOW THIS ROAD AROUND HILL
 SM1148'0.65 MILE TO FARMHOUSE OF E.A. ROACH, CONTINUE STRAIGHT AHEAD
 SM1148'0.85 MILE, THEN TAKE DIM ROAD LEFT 0.8 MILE TO FENCE CORNER
 SM1148'AND GATE, THEN DIM LEFT NW TO TOP OF HILL AND STATION.
 SM1148'
 SM1148'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 SM1148
 SM1148                          STATION RECOVERY (1960)
 SM1148
 SM1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1148'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN GOOD
 SM1148'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IT HAS
 SM1148'APPARENTLY BEEN DESTROYED BY ROAD IMPROVMENT.
 SM1148'
 SM1148'THE STATION WAS RECOVERED IN THE SW 1/4 SEC. 21, T. 145 N.,
 SM1148'R. 64 W., INSTEAD OF IN THE SE 1/4 OF SEC. 20 AS ORIGINALLY
 SM1148'DESCRIBED.  IT IS ON A KNOB OF A LOW RIDGE THAT IS CONSIDERABLY
 SM1148'LOWER THAN HILLS TO THE WEST, ABOUT 0.15 MILE NORTHEAST OF A
 SM1148'SECTION CORNER COMMON TO SECTIONS 20, 21, 28 AND 29, ABOUT
 SM1148'0.15 MILE SOUTHEAST OF A WINDMILL AND ABOUT 210 FEET EAST
 SM1148'OF AN OLD SECTION-LINE FENCE.
 SM1148'
 SM1148'THE DESCRIPTION TO REACH THE STATION FROM KENSAL IS ADEQUATE
 SM1148'AS FAR AS THE E.A. ROACH FARMHOUSE.  FROM THIS POINT BEAR
 SM1148'RIGHT THROUGH A GATE THEN TURN LEFT AND GO NORTH ON HALF-SECTION
 SM1148'LINE ROAD FOR 1.0 MILE TO A WIRE GATE ON LEFT, TURN LEFT THROUGH
 SM1148'GATE AND GO NORTHWEST ON TRACK ROAD FOR 0.1 MILE TO FORKS,
 SM1148'TAKE LEFT FORK AND GO WESTERLY ON TRACK ROAD FOR ABOUT 0.4
 SM1148'MILE, BEAR LEFT OFF TRACK ROAD FOR ABOUT 0.1 MILE TO TOP
 SM1148'OF LOW RIDGE AND STATION.
 SM1148
 SM1148                          STATION RECOVERY (1967)
 SM1148
 SM1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1148'STATION LOCATION IS ADEQUATE.  A CHECK OF DISTANCE AND DIRECTION TO
 SM1148'REFERENCE MARKS WAS MADE AND FOUND TO BE CORRECT.  THE AZIMUTH MARK
 SM1148'WAS NOT FOUND AS MENTIONED IN THE 1960 RECOVERY NOTE, THEREFORE A
 SM1148'NEW AZIMUTH MARK WAS SET.  A NEW TO REACH AND DESCRIPTION OF
 SM1148'AZIMUTH MARK FOLLOWS.
 SM1148'
 SM1148'TO REACH STATION FROM THE PEAVEY GRAIN ELEVATOR IN THE SMALL TOWN
 SM1148'OF MELVILLE, GO SOUTH ON U.S. HIGHWAYS 281 AND 52 FOR 0.5 MILE TO
 SM1148'JUNCTION OF STATE ROUTE 9.  TURN LEFT AND GO EAST ON GRAVELED
 SM1148'ROUTE 9 FOR 8.55 MILES TO A SIDE ROAD LEFT.  THIS IS ABOUT 0.3
 SM1148'MILE BEFORE REACHING A CONCRETE BRIDGE.  TURN LEFT ON GRAVELED
 SM1148'SIDE ROAD AND GO NORTH FOR 0.8 MILE TO A RAILROAD
 SM1148'CROSSING.  CONTINUE NORTH, EAST, AND NORTH ON THE MAIN TRAVELED
 SM1148'ROAD FOR 0.75 MILE TO FARM BUILDINGS.  BEAR RIGHT FOR ABOUT 125
 SM1148'FEET TO A GATE, PASS THROUGH GATE AND GO NORTH ON TRACK ROAD
 SM1148'ALONG EAST SIDE OF WIRE FENCE FOR 0.9 MILE TO WIRE GATE ON
 SM1148'LEFT.  PASS THROUGH GATE AND NEW AZIMUTH MARK IS ABOUT 0.1 MILE
 SM1148'NORTH ALONG FENCELINE.  FROM GATE, CONTINUE NORTHWEST ON TRACK
 SM1148'ROAD FOR 0.15 MILE TO A DIM FORK.  BEAR LEFT ON TRACK ROAD FOR
 SM1148'0.45 MILE.  TURN LEFT ABOUT 0.05 MILE BEFORE REACHING WINDMILL
 SM1148'AND GO SOUTHEAST ALONG RIDGE FOR 0.05 MILE TO STATION.
 SM1148'
 SM1148'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 SM1148'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS STAMPED
 SM1148'BUC 1934 AZ 2 1967.  IT IS 2.0 FEET NORTH OF A METAL WITNESS POST
 SM1148'AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCELINE.
 SM1148'
 SM1148'HEIGHT OF PLATE ABOVE STATION MARK 14.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0413 ***********************************************************************
 RS0413  DESIGNATION -  BUCYRUS
 RS0413  PID         -  RS0413
 RS0413  STATE/COUNTY-  ND/ADAMS
 RS0413  USGS QUAD   -  WOLF BUTTE (1974)
 RS0413
 RS0413                         *CURRENT SURVEY CONTROL
 RS0413  ___________________________________________________________________
 RS0413* NAD 83(1996)-  46 09 13.70019(N)    102 46 25.43659(W)     ADJUSTED  
 RS0413* NAVD 88     -       893.     (meters)    2930.     (feet)  SCALED    
 RS0413  ___________________________________________________________________
 RS0413  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 RS0413  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RS0413
 RS0413  HORZ ORDER  -  FIRST
 RS0413
 RS0413.The horizontal coordinates were established by classical geodetic methods
 RS0413.and adjusted by the National Geodetic Survey in January 1998..
 RS0413
 RS0413.The orthometric height was scaled from a topographic map.
 RS0413
 RS0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0413
 RS0413.The geoid height was determined by GEOID03.
 RS0413
 RS0413;                    North         East     Units Scale Factor Converg.
 RS0413;SPC ND S     -    56,690.763   424,381.329   MT  1.00000594   -1 39 30.3
 RS0413;SPC ND S     -   185,993.32  1,392,327.19   iFT  1.00000594   -1 39 30.3
 RS0413;SPC SD N     -   261,550.608   385,748.816   MT  1.00012490   -1 57 47.1
 RS0413;SPC SD N     -   858,103.95  1,265,577.57   sFT  1.00012490   -1 57 47.1
 RS0413;UTM  13      - 5,113,545.810   671,905.101   MT  0.99996328   +1 36 21.5
 RS0413
 RS0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0413!SPC ND S     -   0.99986280  x   1.00000594  =   0.99986874
 RS0413!SPC SD N     -   0.99986280  x   1.00012490  =   0.99998769
 RS0413!UTM  13      -   0.99986280  x   0.99996328  =   0.99982609
 RS0413
 RS0413:                Primary Azimuth Mark                     Grid Az
 RS0413:SPC ND S     -  BUCYRUS AZ MK                            029 13 42.7
 RS0413:SPC SD N     -  BUCYRUS AZ MK                            029 31 59.5
 RS0413:UTM  13      -  BUCYRUS AZ MK                            025 57 50.9
 RS0413
 RS0413|---------------------------------------------------------------------|
 RS0413| PID    Reference Object                     Distance      Geod. Az  |
 RS0413|                                                           dddmmss.s |
 RS0413| CQ7180 BUCYRUS AZ MK                                      0273412.4 |
 RS0413| CQ7181 BUCYRUS RM 1                         25.057 METERS 09859     |
 RS0413| CQ7182 BUCYRUS RM 2                          3.717 METERS 17213     |
 RS0413|---------------------------------------------------------------------|
 RS0413
 RS0413                          SUPERSEDED SURVEY CONTROL
 RS0413
 RS0413  NAD 83(1996)-  46 09 13.68984(N)    102 46 25.43656(W) AD(       ) 1
 RS0413  NAD 83(1986)-  46 09 13.68979(N)    102 46 25.43714(W) AD(       ) 1
 RS0413  NAD 27      -  46 09 13.66400(N)    102 46 23.87500(W) AD(       ) 1
 RS0413
 RS0413.Superseded values are not recommended for survey control.
 RS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0413.See file dsdata.txt to determine how the superseded data were derived.
 RS0413
 RS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM7190513546(NAD 83)
 RS0413_MARKER: DS = TRIANGULATION STATION DISK
 RS0413_SETTING: 80 = SET IN A BOULDER
 RS0413_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RS0413
 RS0413  HISTORY     - Date     Condition        Report By
 RS0413  HISTORY     - 1934     MONUMENTED       CGS
 RS0413  HISTORY     - 1974     GOOD             USAF
 RS0413
 RS0413                          STATION DESCRIPTION
 RS0413
 RS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0413'STATION IS LOCATED ABOUT 6.5 MILES N AND 0.5 MILE E OF BUCYRUS,
 RS0413'ON THE HIGHEST POINT OF WOLF BUTTE IN THE SE 1/4 OF SEC. 23,
 RS0413'T 131 N, R 97 W, ABOUT 0.35 MILE W OF N AND S SECTION LINE ROAD
 RS0413'AND 0.4 MILE N OF E AND W SECTION LINE ROAD.  MARK IS SET NEAR
 RS0413'ROCK CAIRN ON NE SIDE, ON HIGHEST POINT ON BUTTE.
 RS0413'
 RS0413'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 RS0413'DEPRESSION IN A BOULDER.
 RS0413'
 RS0413'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE,
 RS0413'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 RS0413'
 RS0413'REFERENCE MARK NO. 1 IS 25.057 METERS (82.21 FEET) E OF STATION
 RS0413'ON NORTHEASTERN EDGE OF BUTTE.
 RS0413'
 RS0413'REFERENCE MARK NO. 2 IS 03.717 METERS (12.20 FEET) SSE OF
 RS0413'STATION NEAR CENTRAL PART OF BUTTE.
 RS0413'
 RS0413'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, IS 0.7
 RS0413'MILE NE OF STATION SET IN FENCE CORNER 40 FEET SW OF INTERSECTION
 RS0413'OF SECTION LINE ROADS.
 RS0413'
 RS0413'STATION IS REACHED FROM A POINT ON U.S. HIGHWAY 12, 0.2 MILE
 RS0413'N OF BUCYRUS DEPOT BY LEAVING HIGHWAY AND GOING N ON GRADED
 RS0413'DIRT ROAD 6.2 MILES (PASS LAST CROSSROADS BEFORE TURNING AT
 RS0413'5.7 MILES) TO 1/4 SECTION LINE FENCE, TURN RIGHT (E) ALONG
 RS0413'FENCE AND GO 0.65 MILE TO FOOT OF WOLF BUTTE AND END OF TRUCK
 RS0413'TRAVEL.  FROM THIS POINT GO UP N SIDE TO HIGHEST PART OF
 RS0413'BUTTE AND STATION.
 RS0413'
 RS0413'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 RS0413
 RS0413                          STATION RECOVERY (1974)
 RS0413
 RS0413'RECOVERY NOTE BY US AIR FORCE 1974
 RS0413'ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.  1934 ROUTE
 RS0413'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1831 ***********************************************************************
 TE1831  DESIGNATION -  BUD
 TE1831  PID         -  TE1831
 TE1831  STATE/COUNTY-  ND/RAMSEY
 TE1831  USGS QUAD   -  ALSEN SE (1970)
 TE1831
 TE1831                         *CURRENT SURVEY CONTROL
 TE1831  ___________________________________________________________________
 TE1831* NAD 83(1996)-  48 31 00.97147(N)    098 30 50.00034(W)     ADJUSTED  
 TE1831* NAVD 88     -       473.3    (meters)    1553.     (feet)  VERTCON   
 TE1831  ___________________________________________________________________
 TE1831  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 TE1831  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE1831
 TE1831  HORZ ORDER  -  SECOND
 TE1831
 TE1831.The horizontal coordinates were established by classical geodetic methods
 TE1831.and adjusted by the National Geodetic Survey in January 1998..
 TE1831
 TE1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1831
 TE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1831
 TE1831.The geoid height was determined by GEOID03.
 TE1831
 TE1831;                    North         East     Units Scale Factor Converg.
 TE1831;SPC ND N     -   170,550.530   746,705.995   MT  0.99996429   +1 28 40.6
 TE1831;SPC ND N     -   559,548.98  2,449,822.82   iFT  0.99996429   +1 28 40.6
 TE1831;UTM  14      - 5,373,872.252   535,897.904   MT  0.99961583   +0 21 51.0
 TE1831
 TE1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1831!SPC ND N     -   0.99992967  x   0.99996429  =   0.99989396
 TE1831!UTM  14      -   0.99992967  x   0.99961583  =   0.99954552
 TE1831
 TE1831|---------------------------------------------------------------------|
 TE1831| PID    Reference Object                     Distance      Geod. Az  |
 TE1831|                                                           dddmmss.s |
 TE1831| CO7413 BUD RM 1                             12.198 METERS 00555     |
 TE1831| CO7414 BUD RM 2                             16.580 METERS 07346     |
 TE1831| CO7412 BUD AZ MK                                          1823902.2 |
 TE1831|---------------------------------------------------------------------|
 TE1831
 TE1831                          SUPERSEDED SURVEY CONTROL
 TE1831
 TE1831  NAD 83(1986)-  48 31 00.96759(N)    098 30 49.99381(W) AD(       ) 2
 TE1831  NAD 27      -  48 31 00.94324(N)    098 30 48.56757(W) AD(       ) 2
 TE1831  NGVD 29 (07/19/86)  472.9    (m)         1552.     (f) VERT ANG       
 TE1831
 TE1831.Superseded values are not recommended for survey control.
 TE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1831.See file dsdata.txt to determine how the superseded data were derived.
 TE1831
 TE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU3589873872(NAD 83)
 TE1831_MARKER: DD = SURVEY DISK
 TE1831_SETTING: 0 = UNSPECIFIED SETTING
 TE1831
 TE1831  HISTORY     - Date     Condition        Report By
 TE1831  HISTORY     - 1969     MONUMENTED       USGS
 TE1831
 TE1831                          STATION DESCRIPTION
 TE1831
 TE1831'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1831'THE STATION IS ABOUT 7.8 MI NNW. OF EDMORE, ABOUT 0.15 MI N. OF THE
 TE1831'COR. OF SECS. 9, 10, 15 AND 16, T. 158 N., R. 61 W., ON THE S. SIDE
 TE1831'OF A SLIGHT RISE.
 TE1831'
 TE1831'TO REACH THE STATION FROM THE POST OFFICE IN EDMORE, GO N. THROUGH
 TE1831'EDMORE FOR 0.2 MI TO THE INTERSECTION OF ST. HWY. 17, TURN LEFT AND
 TE1831'GO W. FOR 2.75 MI TO A CROSSROAD, TURN RIGHT AND GO N. FOR 7.15 MI
 TE1831'TO A SLIGHT RISE AND THE STATION ON THE RIGHT.
 TE1831'
 TE1831'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1831'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL
 TE1831'TO WITHIN 1 IN. OF CAP, STAMPED ET BUD 1969 IS 91 FT S. AND 69 FT
 TE1831'E. OF CENTER OF RD. AT PRIVATE DR. ESE.  4 FT N. AND 3 FT W. OF A
 TE1831'POWER LINE POLE.  3 FT W. OF USGS WITNESS POST.  THE MARK IS
 TE1831'FLUSH WITH THE GROUND.
 TE1831'
 TE1831'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1831'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1831'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BUD NO 1 1969 IS N. OF THE
 TE1831'STATION, 53 FT S. AND 73 FT E. OF CENTER OF RD. AT PRIVATE DRIVE
 TE1831'ESE.  43 FT N. AND 1 FT E. OF A POWER LINE POLE.  THE MARK IS
 TE1831'FLUSH WITH THE GROUND.
 TE1831'
 TE1831'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1831'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1831'TO WITHIN 1 IN. OF CAP, STAMPED BUD NO 2 1969 IS ENE. OF THE
 TE1831'STATION, 73 FT S. AND 122 FT E. OF CENTER OF RD. AT PRIVATE DR.
 TE1831'ESE.  21 FT N. AND 49 FT E. OF A POWER LINE POLE.  THE MARK IS
 TE1831'FLUSH WITH THE GROUND.
 TE1831'
 TE1831'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1831'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1831'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BUD 1969 IS ABOUT 0.60 MI
 TE1831'SSW. OF THE STATION ON THE W. SIDE OF RD. RIGHT-OF-WAY, ON THE E.
 TE1831'SIDE OF A SMALL HILL, 15 FT N. AND 89 FT W. OF CENTER OF RD. AT
 TE1831'FIELD ENTRANCE W., 2 FT E. OF USGS WITNESS POST.  THE MARK IS
 TE1831'FLUSH WITH THE GROUND, T. 158 N., R. 61 W., ABOUT 0.40 MI S. OF
 TE1831'THE COR.  OF SECS. 9, 10, 15 AND 16.
 TE1831'
 TE1831'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0835 ***********************************************************************
 QS0835  DESIGNATION -  BUDNICK
 QS0835  PID         -  QS0835
 QS0835  STATE/COUNTY-  ND/SIOUX
 QS0835  USGS QUAD   -  MAPLE LEAF (1971)
 QS0835
 QS0835                         *CURRENT SURVEY CONTROL
 QS0835  ___________________________________________________________________
 QS0835* NAD 83(1996)-  45 56 37.50821(N)    100 57 49.35311(W)     ADJUSTED  
 QS0835* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 QS0835  ___________________________________________________________________
 QS0835  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 QS0835  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 QS0835
 QS0835  HORZ ORDER  -  SECOND
 QS0835
 QS0835.The horizontal coordinates were established by classical geodetic methods
 QS0835.and adjusted by the National Geodetic Survey in January 1998..
 QS0835
 QS0835.The orthometric height was scaled from a topographic map.
 QS0835
 QS0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0835
 QS0835.The geoid height was determined by GEOID03.
 QS0835
 QS0835;                    North         East     Units Scale Factor Converg.
 QS0835;SPC ND S     -    30,906.488   564,041.381   MT  1.00005570   -0 20 17.6
 QS0835;SPC ND S     -   101,399.24  1,850,529.47   iFT  1.00005570   -0 20 17.6
 QS0835;SPC SD N     -   234,974.656   525,269.527   MT  1.00006070   -0 40 55.4
 QS0835;SPC SD N     -   770,912.68  1,723,321.77   sFT  1.00006070   -0 40 55.4
 QS0835;UTM  14      - 5,089,672.867   347,792.391   MT  0.99988481   -1 24 41.4
 QS0835
 QS0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0835!SPC ND S     -   0.99989756  x   1.00005570  =   0.99995326
 QS0835!SPC SD N     -   0.99989756  x   1.00006070  =   0.99995826
 QS0835!UTM  14      -   0.99989756  x   0.99988481  =   0.99978238
 QS0835
 QS0835:                Primary Azimuth Mark                     Grid Az
 QS0835:SPC ND S     -  SELFRIDGE ST PHILAMENA CATH CH           017 11 51.6
 QS0835:SPC SD N     -  SELFRIDGE ST PHILAMENA CATH CH           017 32 29.4
 QS0835:UTM  14      -  SELFRIDGE ST PHILAMENA CATH CH           018 16 15.4
 QS0835
 QS0835|---------------------------------------------------------------------|
 QS0835| PID    Reference Object                     Distance      Geod. Az  |
 QS0835|                                                           dddmmss.s |
 QS0835| RR0830 SELFRIDGE ST PHILAMENA CATH CH      APPROX.11.6 KM 0165134.0 |
 QS0835| CO5280 BUDNICK RM 1                         16.940 METERS 08330     |
 QS0835| CO5279 BUDNICK AZ MK                                      0882639.5 |
 QS0835| CO5281 BUDNICK RM 2                         20.176 METERS 27402     |
 QS0835|---------------------------------------------------------------------|
 QS0835
 QS0835                          SUPERSEDED SURVEY CONTROL
 QS0835
 QS0835  NAD 83(1986)-  45 56 37.49957(N)    100 57 49.34869(W) AD(       ) 2
 QS0835  NAD 27      -  45 56 37.48900(N)    100 57 47.87700(W) AD(       ) 2
 QS0835
 QS0835.Superseded values are not recommended for survey control.
 QS0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0835.See file dsdata.txt to determine how the superseded data were derived.
 QS0835
 QS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4779289673(NAD 83)
 QS0835_MARKER: DS = TRIANGULATION STATION DISK
 QS0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0835
 QS0835  HISTORY     - Date     Condition        Report By
 QS0835  HISTORY     - 1934     MONUMENTED       CGS
 QS0835  HISTORY     - 1957     GOOD             CGS
 QS0835
 QS0835                          STATION DESCRIPTION
 QS0835
 QS0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0835'STATION IS LOCATED IN T 129 N, R 82 W, IN SE 1/4 OF SEC. 32,
 QS0835'ABOUT 6 MILES NE OF TOWN OF WALKER ON NORTH DAKOTA AND SOUTH
 QS0835'DAKOTA STATE LINE, JUST N OF MR. FRANK BUDNICKS HOUSE AND 942
 QS0835'FEET W OF MILEPOST 212 ON TOP OF A RIDGE.  POINT SELECTED IS
 QS0835'NEAR THE NW CORNER OF THE LOT ON WHICH MR. BUDNICKS HOUSE
 QS0835'STANDS.  IT IS ABOUT 1 PACE S OF E AND W FENCE, 22 PACES E
 QS0835'OF NW GATE LEADING INTO PASTURE TO N, ALSO ABOUT 50 PACES N
 QS0835'OF HOUSE.
 QS0835'
 QS0835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0835'BRONZE DISKS SET IN CONCRETE.
 QS0835'
 QS0835'REFERENCE MARK NO. 1 IS DUE E OF STATION 16.940 METERS (55.58
 QS0835'FEET) IN E AND W FENCE LINE.
 QS0835'
 QS0835'REFERENCE MARK NO. 2 IS 20.176 METERS (66.20 FEET) W OF STATION
 QS0835'IN E AND W FENCE LINE.
 QS0835'
 QS0835'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE E OF STATION ON SLIGHT
 QS0835'KNOLL 14 PACES N OF E AND W FENCE LINE AND 37 PACES NW OF
 QS0835'MILEPOST 211 1/2.
 QS0835'
 QS0835'STATION IS REACHED FROM WALKER RAILROAD CROSSING AT ELEVATOR
 QS0835'BY GOING N ON GRADED ROAD 0.6 MILE, TURN RIGHT (E) AND GO
 QS0835'0.55 MILE, TURN LEFT (N) AND GO 1.0 MILE, TURN RIGHT (E) ON
 QS0835'GRADED ROAD AND GO 3.0 MILES TO WHITE SCHOOLHOUSE ON S SIDE
 QS0835'OF ROAD, CONTINUE E 3.0 MILES, TURN LEFT (N) ON PRAIRIE
 QS0835'FOLLOWING MAIN ROAD 0.75 MILE TO MR. BUDNICKS HOUSE.
 QS0835'
 QS0835'HEIGHT OF LIGHT ABOVE STATION MARK - 3.79 METERS.
 QS0835
 QS0835                          STATION RECOVERY (1957)
 QS0835
 QS0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0835'STATION AND R.M. NO. 1 RECOVERED AND FOUND IN GOOD CONDITION.
 QS0835'THE LAND OWNER REPORTED THAT R.M. NO. 2 HAD BEEN DESTROYED BY
 QS0835'ROAD CONSTRUCTION.  THE DESCRIPTION FOR THE STATION WAS NOT
 QS0835'AVAILABLE SO THE AZIMUTH MARK WAS NOT RECOVERED.  THE STATION
 QS0835'IS NEAR THE LINE BETWEEN NORTH DAKOTA AND SOUTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0609 ***********************************************************************
 RP0609  DESIGNATION -  BUFFALO
 RP0609  PID         -  RP0609
 RP0609  STATE/COUNTY-  ND/CASS
 RP0609  USGS QUAD   -  BUFFALO (1967)
 RP0609
 RP0609                         *CURRENT SURVEY CONTROL
 RP0609  ___________________________________________________________________
 RP0609* NAD 83(1996)-  46 54 14.18512(N)    097 32 07.24402(W)     ADJUSTED  
 RP0609* NAVD 88     -       364.218  (meters)    1194.94   (feet)  ADJUSTED  
 RP0609  ___________________________________________________________________
 RP0609  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 RP0609  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RP0609  DYNAMIC HT  -         364.247 (meters)    1195.03  (feet)  COMP
 RP0609  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 RP0609
 RP0609  HORZ ORDER  -  FIRST
 RP0609  VERT ORDER  -  FIRST     CLASS II
 RP0609
 RP0609.The horizontal coordinates were established by classical geodetic methods
 RP0609.and adjusted by the National Geodetic Survey in January 1998..
 RP0609
 RP0609.The orthometric height was determined by differential leveling
 RP0609.and adjusted by the National Geodetic Survey in June 1991..
 RP0609
 RP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0609
 RP0609.The geoid height was determined by GEOID03.
 RP0609
 RP0609.The dynamic height is computed by dividing the NAVD 88
 RP0609.geopotential number by the normal gravity value computed on the
 RP0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0609.degrees latitude (g = 980.6199 gals.).
 RP0609
 RP0609.The modeled gravity was interpolated from observed gravity values.
 RP0609
 RP0609;                    North         East     Units Scale Factor Converg.
 RP0609;SPC ND S     -   141,793.280   825,815.613   MT  0.99993658   +2 09 44.5
 RP0609;SPC ND S     -   465,201.05  2,709,368.81   iFT  0.99993658   +2 09 44.5
 RP0609;UTM  14      - 5,195,530.661   611,549.821   MT  0.99975294   +1 04 10.6
 RP0609
 RP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0609!SPC ND S     -   0.99994696  x   0.99993658  =   0.99988354
 RP0609!UTM  14      -   0.99994696  x   0.99975294  =   0.99969991
 RP0609
 RP0609:                Primary Azimuth Mark                     Grid Az
 RP0609:SPC ND S     -  BUFFALO AZ MK                            357 57 51.2
 RP0609:UTM  14      -  BUFFALO AZ MK                            359 03 25.1
 RP0609
 RP0609|---------------------------------------------------------------------|
 RP0609| PID    Reference Object                     Distance      Geod. Az  |
 RP0609|                                                           dddmmss.s |
 RP0609| CO5288 BUFFALO AZ MK                                      0000735.7 |
 RP0609| CO5289 BUFFALO RM 1                         26.996 METERS 16347     |
 RP0609| RP0611 BUFFALO RM 3                         24.632 METERS 17530     |
 RP0609| RP0855 BUFFALO RM 4                         22.033 METERS 27950     |
 RP0609| RP0610 BUFFALO RM 2                         23.984 METERS 28252     |
 RP0609| RP0856 BUFFALO AZ MK 3                     APPROX. 1.3 KM 3590128.0 |
 RP0609| RP0608 BUFFALO AZ MK RESET                                3594024.7 |
 RP0609|---------------------------------------------------------------------|
 RP0609
 RP0609                          SUPERSEDED SURVEY CONTROL
 RP0609
 RP0609  NAD 83(1986)-  46 54 14.18630(N)    097 32 07.23271(W) AD(       ) 1
 RP0609  NAD 27      -  46 54 14.27800(N)    097 32 05.89200(W) AD(       ) 1
 RP0609  NGVD 29 (??/??/92)  363.865  (m)         1193.78   (f) ADJ UNCH    1 2
 RP0609
 RP0609.Superseded values are not recommended for survey control.
 RP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0609.See file dsdata.txt to determine how the superseded data were derived.
 RP0609
 RP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1155095531(NAD 83)
 RP0609_MARKER: DS = TRIANGULATION STATION DISK
 RP0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0609_STAMPING: BUFFALO 1954
 RP0609_MARK LOGO: CGS   
 RP0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0609+STABILITY: SURFACE MOTION
 RP0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0609+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 RP0609
 RP0609  HISTORY     - Date     Condition        Report By
 RP0609  HISTORY     - 1954     MONUMENTED       CGS
 RP0609  HISTORY     - 1961     GOOD             CGS
 RP0609  HISTORY     - 1964     GOOD             CGS
 RP0609  HISTORY     - 1964     GOOD             NGS
 RP0609  HISTORY     - 1967     GOOD             DOD
 RP0609  HISTORY     - 1967     GOOD             DOD
 RP0609  HISTORY     - 1979     SEE DESCRIPTION  LOCENG
 RP0609  HISTORY     - 1982     GOOD             NGS
 RP0609  HISTORY     - 19940127 GOOD             NDHD
 RP0609  HISTORY     - 20030113 GOOD             NDDT
 RP0609
 RP0609                          STATION DESCRIPTION
 RP0609
 RP0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0609'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF MR. ERVIN
 RP0609'MARKS FARMYARD.  IT IS 10 MILES NORTH OF ALICE, 7 MILES EAST
 RP0609'OF TOWER CITY, AND 1 MILE SOUTHEAST OF BUFFALO.
 RP0609'
 RP0609'REACHED FROM THE RAILROAD DEPOT IN BUFFALO BY GOING EAST ON
 RP0609'A GRAVELED ROAD FOR 0.8 MILE TO A T-ROAD JUST SOUTH OF THE
 RP0609'RAILROAD TRACKS.  TURN RIGHT, SOUTH, AND GO 1.6 MILES TO MR. MARKS
 RP0609'FARMYARD AND STATION SITE.
 RP0609'
 RP0609'THE STATION MARK, 67 FEET WEST OF THE APPROXIMATE CENTER OF A
 RP0609'GRAVELED ROAD, 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 RP0609'MR. MARKS LANE, 18 FEET SOUTH OF A WITNESS POST, PROJECTS
 RP0609'1 INCH, AND THE DISK IS STAMPED BUFFALO 1954.
 RP0609'
 RP0609'REFERENCE MARK NO. 1, SOUTH OF THE STATION AND APPROXIMATELY
 RP0609'2 FEET HIGHER THAN THE STATION, IS 30 FEET WEST OF THE APPROXIMATE
 RP0609'CENTER OF THE GRAVELED ROAD, 2 FEET SOUTHEAST OF A FENCE
 RP0609'CORNER-POST, AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 RP0609'BUFFALO NO 1 1954.
 RP0609'
 RP0609'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 70 FEET EAST OF THE
 RP0609'EAST SIDE OF A BARN, 1 FOOT SOUTH OF A FENCE, AND PROJECTS 2
 RP0609'INCHES.  THE DISK IS STAMPED BUFFALO NO 2 1954.
 RP0609'
 RP0609'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE NORTH OF THE STATION,
 RP0609'IS 30 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RP0609'2 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS
 RP0609'POST, AND PROJECTS 2 INCHES.  THE DISK IS STAMPED BUFFALO 1954.
 RP0609'
 RP0609'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP0609
 RP0609                          STATION RECOVERY (1961)
 RP0609
 RP0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RP0609'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0609'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK
 RP0609'OUT OF THE WAY OF COUNTY ROAD IMPROVEMENT.  WHEN THE SITE WAS
 RP0609'VISITED IT WAS FOUND THAT R.M. NO. 1 WAS ALSO IN THE WAY
 RP0609'OF CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED AND
 RP0609'ONE REFERENCE MARK WAS MOVED.
 RP0609'
 RP0609'R.M. NO. 3 IS SOUTH OF THE STATION, ABOUT 50 FEET WEST OF THE
 RP0609'CENTERLINE OF THE ROAD, 39 FEET SOUTH OF CENTERLINE OF DRIVEWAY
 RP0609'AND 1-1/2 FEET NORTH OF A COMBINATION TELEPHONE AND LIGHT
 RP0609'POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 RP0609'STAMPED BUFFALO NO 3 1954.
 RP0609'
 RP0609'THE AZIMUTH MARK WAS RESET ABOUT 113.5 FEET NEARER THE STATION,
 RP0609'ABOUT 50 FEET WEST OF THE CENTERLINE OF THE ROAD, 1-1/2 FEET
 RP0609'SOUTH OF A TELEPHONE POLE AND 1 FOOT NORTH OF A WITNESS POST.
 RP0609'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BUFFALO 1954
 RP0609'RESET 1961.
 RP0609'
 RP0609'TO REACH THE STATION FROM BUFFALO, FROM A POINT JUST NORTH OF
 RP0609'THE RAILROAD STATION, GO EAST FOR 0.8 MILE TO CROSSROADS,
 RP0609'TURN RIGHT OVER AN OVERPASS AND GO SOUTH FOR 0.65 MILE TO THE
 RP0609'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.4 MILE TO
 RP0609'MR. ERVIN MARCKS FARMHOUSE AND STATION TO NORTHEAST OF HOUSE.
 RP0609
 RP0609                          STATION RECOVERY (1964)
 RP0609
 RP0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 RP0609'THE STATION MAY BE REACHED BY GOING 0.75 MILE EAST ALONG THE
 RP0609'NORTHERN PACIFIC RAILWAY FROM THE STATION AT BUFFALO, THENCE
 RP0609'0.95 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 31, R 54 W,
 RP0609'T 140 N, NEAR A LARGE TWO STORIED FARM HOUSE, NEAR THE NORTHEAST
 RP0609'CORNER OF A FARM YARD, 60 FEET WEST OF THE CENTER LINE OF THE
 RP0609'ROAD, 20 FEET SOUTH OF A FENCE LINE, 159 FEET EAST OF THE
 RP0609'SOUTHEAST CORNER OF A LARGE BARN, 127 FEET NORTHEAST OF THE
 RP0609'NORTHEAST CORNER OF HOUSE, 20 FEET SOUTH OF A 4-BY-4-INCH
 RP0609'WOODEN POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 RP0609'1 INCH ABOVE THE LEVEL OF THE GROUND.
 RP0609'
 RP0609'R.M. NO. 2 IS 78.7 FEET NORTHWEST OF THE STATION, 1 FOOT SOUTH
 RP0609'OF A FENCE LINE, 84 FEET EAST OF THE SOUTHEAST CORNER OF A
 RP0609'LARGE BARN, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 RP0609'ABOVE THE LEVEL OF THE GROUND.
 RP0609'
 RP0609'R.M. NO. 3 IS 80.8 FEET SOUTH OF THE STATION, 2 FEET NORTH
 RP0609'OF A TELEPHONE POLE, 82 FEET EAST OF THE NORTHEAST CORNER OF
 RP0609'HOUSE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RP0609'
 RP0609'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE STATION, IN
 RP0609'LINE WITH A ROW OF TELEPHONE POLES, 51 FEET WEST OF CENTER
 RP0609'LINE OF ROAD, 15 FEET SOUTH OF A TELEPHONE POLE, SET IN
 RP0609'CONCRETE POST PROJ. 1 INCH.
 RP0609
 RP0609                          STATION RECOVERY (1964)
 RP0609
 RP0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RP0609'1.7 MI SE FROM BUFFALO.
 RP0609'ABOUT 0.75 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0609'STATION AT BUFFALO, THENCE 0.95 MILE SOUTH ALONG A GRAVELED ROAD, IN
 RP0609'SECTION 31, R 54 W, 140 N, NEAR A LARGE TWO-STORIED FARM HOUSE, NEAR
 RP0609'THE NORTHEAST CORNER OF A FARM YARD, 60 FEET WEST OF THE CENTER LINE
 RP0609'OF THE ROAD, 20 FEET SOUTH OF A FENCE LINE, 159 FEET EAST OF THE
 RP0609'SOUTHEAST CORNER OF A LARGE BARN, 127 FEET NORTHEAST OF THE NORTHEAST
 RP0609'CORNER OF HOUSE, 20 FEET SOUTH OF A 4-BY-4-INCH WOODEN WITNESS POST,
 RP0609'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 RP0609'WITH THE GROUND.
 RP0609
 RP0609                          STATION RECOVERY (1967)
 RP0609
 RP0609'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0609'RECOVERED IN GOOD CONDITION.
 RP0609
 RP0609                          STATION RECOVERY (1967)
 RP0609
 RP0609'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0609'RECOVERED IN GOOD CONDITION.
 RP0609
 RP0609                          STATION RECOVERY (1979)
 RP0609
 RP0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DU)
 RP0609'RECOVERED BY KBM INC.
 RP0609'
 RP0609'AZMUTH MRK COULD NOT FIND
 RP0609'
 RP0609'RM 2 CAP KNOCKED OFF BY LAND OWNER WHEN MOWING
 RP0609'
 RP0609'RM 2 WAS FOUND WITHOUT CAP.  FARMER TOLD US HE KNOCKED IT OFF
 RP0609'WHILE MOWING.  FOR THE AZIMUTH MARK WERE FOLLOWING THE WRITTEN
 RP0609'DESCRIPTION AND COULD NOT FIND A TELEPHONE POLE OR WITNESS POST
 RP0609'WHICH WERE IN THE DESCRIPTION.  DESCRIPTION SAID MARK WAS 5 IN
 RP0609'ABOVE GROUND.  IT IS NOW A CULTIVATED FIELD, SO IT IS PROBABLY
 RP0609'LAYING IN A ROCK PILE SOME PLACE.
 RP0609
 RP0609                          STATION RECOVERY (1982)
 RP0609
 RP0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0609'RECOVERED THIS DATE, 18.3 METERS (60.0 FT) WEST OF ENTRANCE ROAD.
 RP0609'NOTE, NOT LEVELED TO THIS SURVEY.
 RP0609
 RP0609                          STATION RECOVERY (1994)
 RP0609
 RP0609'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 RP0609'RECOVERED AS DESCRIBED.
 RP0609
 RP0609                          STATION RECOVERY (2003)
 RP0609
 RP0609'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (LP)
 RP0609'TO REACH FROM CENTERLINE OF I-94 BUFFALO INTERCHANGE (EXIT 314), GO
 RP0609'NORTH 2.0 MILES TO MILEPOST 2, THENCE EAST 1.0 MILES TO FARMYARD ON
 RP0609'SOUTH. MARK IS NEAR A LARGE TWO-STORY FARM HOUSE, 127 FEET NE OF THE
 RP0609'NE COR. OF HOUSE, 60 FEET WEST OF CENTERLINE OF GRAVEL ROAD, ABOUT
 RP0609'LEVEL WITH ROAD AND SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0608 ***********************************************************************
 RP0608  DESIGNATION -  BUFFALO AZ MK RESET
 RP0608  PID         -  RP0608
 RP0608  STATE/COUNTY-  ND/CASS
 RP0608  USGS QUAD   -  BUFFALO (1967)
 RP0608
 RP0608                         *CURRENT SURVEY CONTROL
 RP0608  ___________________________________________________________________
 RP0608* NAD 83(1986)-  46 54 33.     (N)    097 32 07.     (W)     SCALED    
 RP0608* NAVD 88     -       363.905  (meters)    1193.91   (feet)  ADJUSTED  
 RP0608  ___________________________________________________________________
 RP0608  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RP0608  DYNAMIC HT  -         363.934 (meters)    1194.01  (feet)  COMP
 RP0608  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 RP0608
 RP0608  VERT ORDER  -  FIRST     CLASS II
 RP0608
 RP0608.The horizontal coordinates were scaled from a topographic map and have
 RP0608.an estimated accuracy of +/- 6 seconds.
 RP0608
 RP0608.The orthometric height was determined by differential leveling
 RP0608.and adjusted by the National Geodetic Survey in June 1991..
 RP0608
 RP0608.The geoid height was determined by GEOID03.
 RP0608
 RP0608.The dynamic height is computed by dividing the NAVD 88
 RP0608.geopotential number by the normal gravity value computed on the
 RP0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0608.degrees latitude (g = 980.6199 gals.).
 RP0608
 RP0608.The modeled gravity was interpolated from observed gravity values.
 RP0608
 RP0608;                    North         East    Units  Estimated Accuracy
 RP0608;SPC ND S     -   142,370.      825,800.      MT  (+/- 180 meters Scaled)
 RP0608
 RP0608                          SUPERSEDED SURVEY CONTROL
 RP0608
 RP0608  NGVD 29 (??/??/92)  363.552  (m)         1192.75   (f) ADJ UNCH    1 2
 RP0608
 RP0608.Superseded values are not recommended for survey control.
 RP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0608.See file dsdata.txt to determine how the superseded data were derived.
 RP0608
 RP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS115961(NAD 83)
 RP0608_MARKER: DZ = AZIMUTH MARK DISK
 RP0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0608_STAMPING: BUFFALO 1954 RESET 1961
 RP0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0608+STABILITY: SURFACE MOTION
 RP0608
 RP0608  HISTORY     - Date     Condition        Report By
 RP0608  HISTORY     - 1961     MONUMENTED       CGS
 RP0608  HISTORY     - 1964     GOOD             NGS
 RP0608  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0608
 RP0608                          STATION DESCRIPTION
 RP0608
 RP0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0608'1.35 MI SE FROM BUFFALO.
 RP0608'ABOUT 0.75 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0608'STATION AT BUFFALO, THENCE 0.6 MILE SOUTH ALONG A GRAVELED ROAD, IN
 RP0608'LINE WITH A ROW OF TELEPHONE POLES, 51 FEET WEST OF THE CENTER LINE OF
 RP0608'THE ROAD, 15 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET NORTH OF A
 RP0608'4-BY-4- INCH WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 RP0608'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 RP0608'GROUND.  IN SECTION 30, R 54 W, T 140 N.
 RP0608
 RP0608                          STATION RECOVERY (1982)
 RP0608
 RP0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0608'PROBABLY FARMED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0610 ***********************************************************************
 RP0610  DESIGNATION -  BUFFALO RM 2
 RP0610  PID         -  RP0610
 RP0610  STATE/COUNTY-  ND/CASS
 RP0610  USGS QUAD   -  BUFFALO (1967)
 RP0610
 RP0610                         *CURRENT SURVEY CONTROL
 RP0610  ___________________________________________________________________
 RP0610* NAD 83(1986)-  46 54 14.     (N)    097 32 06.     (W)     SCALED    
 RP0610* NAVD 88     -       363.944  (meters)    1194.04   (feet)  ADJUSTED  
 RP0610  ___________________________________________________________________
 RP0610  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RP0610  DYNAMIC HT  -         363.973 (meters)    1194.13  (feet)  COMP
 RP0610  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 RP0610
 RP0610  VERT ORDER  -  FIRST     CLASS II
 RP0610
 RP0610.The horizontal coordinates were scaled from a topographic map and have
 RP0610.an estimated accuracy of +/- 6 seconds.
 RP0610
 RP0610.The orthometric height was determined by differential leveling
 RP0610.and adjusted by the National Geodetic Survey in June 1991..
 RP0610
 RP0610.The geoid height was determined by GEOID03.
 RP0610
 RP0610.The dynamic height is computed by dividing the NAVD 88
 RP0610.geopotential number by the normal gravity value computed on the
 RP0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0610.degrees latitude (g = 980.6199 gals.).
 RP0610
 RP0610.The modeled gravity was interpolated from observed gravity values.
 RP0610
 RP0610;                    North         East    Units  Estimated Accuracy
 RP0610;SPC ND S     -   141,790.      825,840.      MT  (+/- 180 meters Scaled)
 RP0610
 RP0610                          SUPERSEDED SURVEY CONTROL
 RP0610
 RP0610  NGVD 29 (??/??/92)  363.591  (m)         1192.88   (f) ADJ UNCH    1 2
 RP0610
 RP0610.Superseded values are not recommended for survey control.
 RP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0610.See file dsdata.txt to determine how the superseded data were derived.
 RP0610
 RP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS115955(NAD 83)
 RP0610_MARKER: DR = REFERENCE MARK DISK
 RP0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0610_STAMPING: BUFFALO NO 2 1954
 RP0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0610+STABILITY: SURFACE MOTION
 RP0610
 RP0610  HISTORY     - Date     Condition        Report By
 RP0610  HISTORY     - 1954     MONUMENTED       CGS
 RP0610  HISTORY     - 1964     GOOD             NGS
 RP0610  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0610
 RP0610                          STATION DESCRIPTION
 RP0610
 RP0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0610'1.7 MI SE FROM BUFFALO.
 RP0610'ABOUT 0.75 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0610'STATION AT BUFFALO, THENCE 0.95 MILE SOUTH ALONG A GRAVELED ROAD, NEAR
 RP0610'A TWO-STORIED HOUSE, 78.7 FEET NORTHWEST OF THE STATION, 85 FEET EAST
 RP0610'OF THE SOUTHEAST CORNER OF A LARGE BARN, 1 FOOT SOUTH OF AN EAST-WEST
 RP0610'FENCE LINE, 2 FEET BELOW THE LEVEL OF THE ROAD, IN SECTION 31, R 54 W,
 RP0610'T 140 N, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 RP0610'LEVEL OF THE GROUND.
 RP0610
 RP0610                          STATION RECOVERY (1982)
 RP0610
 RP0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0610'DISK FOUND REMOVED FROM CONCRETE MONUMENT, CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0611 ***********************************************************************
 RP0611  DESIGNATION -  BUFFALO RM 3
 RP0611  PID         -  RP0611
 RP0611  STATE/COUNTY-  ND/CASS
 RP0611  USGS QUAD   -  BUFFALO (1967)
 RP0611
 RP0611                         *CURRENT SURVEY CONTROL
 RP0611  ___________________________________________________________________
 RP0611* NAD 83(1986)-  46 54 13.     (N)    097 32 11.     (W)     SCALED    
 RP0611* NAVD 88     -       364.794  (meters)    1196.83   (feet)  ADJUSTED  
 RP0611  ___________________________________________________________________
 RP0611  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RP0611  DYNAMIC HT  -         364.823 (meters)    1196.92  (feet)  COMP
 RP0611  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 RP0611
 RP0611  VERT ORDER  -  FIRST     CLASS II
 RP0611
 RP0611.The horizontal coordinates were scaled from a topographic map and have
 RP0611.an estimated accuracy of +/- 6 seconds.
 RP0611
 RP0611.The orthometric height was determined by differential leveling
 RP0611.and adjusted by the National Geodetic Survey in June 1991..
 RP0611
 RP0611.The geoid height was determined by GEOID03.
 RP0611
 RP0611.The dynamic height is computed by dividing the NAVD 88
 RP0611.geopotential number by the normal gravity value computed on the
 RP0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0611.degrees latitude (g = 980.6199 gals.).
 RP0611
 RP0611.The modeled gravity was interpolated from observed gravity values.
 RP0611
 RP0611;                    North         East    Units  Estimated Accuracy
 RP0611;SPC ND S     -   141,750.      825,740.      MT  (+/- 180 meters Scaled)
 RP0611
 RP0611                          SUPERSEDED SURVEY CONTROL
 RP0611
 RP0611  NGVD 29 (??/??/92)  364.441  (m)         1195.67   (f) ADJ UNCH    1 2
 RP0611
 RP0611.Superseded values are not recommended for survey control.
 RP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0611.See file dsdata.txt to determine how the superseded data were derived.
 RP0611
 RP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS114954(NAD 83)
 RP0611_MARKER: DR = REFERENCE MARK DISK
 RP0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0611_STAMPING: BUFFALO NO 3 1954
 RP0611_MARK LOGO: CGS   
 RP0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0611+STABILITY: SURFACE MOTION
 RP0611
 RP0611  HISTORY     - Date     Condition        Report By
 RP0611  HISTORY     - 1961     MONUMENTED       CGS
 RP0611  HISTORY     - 1964     GOOD             NGS
 RP0611  HISTORY     - 1982     GOOD             NGS
 RP0611
 RP0611                          STATION DESCRIPTION
 RP0611
 RP0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0611'1.7 MI SE FROM BUFFALO.
 RP0611'ABOUT 0.75 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0611'STATION AT BUFFALO, THENCE 0.95 MILE SOUTH ALONG A GRAVELED ROAD, NEAR
 RP0611'A TWO-STORIED WHITE FRAME HOUSE, 55 FEET WEST OF THE CENTER LINE OF
 RP0611'THE ROAD, IN SECTION 31 R 54 W, T 140 N, 2 FEET NORTH OF A TELEPHONE
 RP0611'POLE, 82 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 80.8 FEET
 RP0611'SOUTH OF THE STATION, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 RP0611'A CONCRETE POST FLUSH WITH THE GROUND.
 RP0611
 RP0611                          STATION RECOVERY (1982)
 RP0611
 RP0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0611'RECOVERED THIS DATE, DESCRIPTION IS ADEQUATE.  NOTE, RAILROAD STATION
 RP0611'HAS BEEN REMOVED, SIDING SIGN INTACT, 0.61 METERS (2.0 FT) NORTH OF A
 RP0611'TELEPHONE CABLE JUNCTION BOX, 10.4 METERS (34.0 FT) SOUTH OF ENTRANCE
 RP0611'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0450 ***********************************************************************
 RS0450  DESIGNATION -  BUFFALO SPRINGS
 RS0450  PID         -  RS0450
 RS0450  STATE/COUNTY-  ND/BOWMAN
 RS0450  USGS QUAD   -  SCRANTON (1969)
 RS0450
 RS0450                         *CURRENT SURVEY CONTROL
 RS0450  ___________________________________________________________________
 RS0450* NAD 83(1996)-  46 10 20.07970(N)    103 14 02.80690(W)     ADJUSTED  
 RS0450* NAVD 88     -       879.43   (+/-2cm)    2885.3    (feet)  VERTCON   
 RS0450  ___________________________________________________________________
 RS0450  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 RS0450  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RS0450
 RS0450  HORZ ORDER  -  SECOND
 RS0450  VERT ORDER  -  THIRD ? (See Below)
 RS0450
 RS0450.The horizontal coordinates were established by classical geodetic methods
 RS0450.and adjusted by the National Geodetic Survey in January 1998..
 RS0450
 RS0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0450.The vertical order pertains to the NGVD 29 superseded value.
 RS0450
 RS0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0450
 RS0450.The geoid height was determined by GEOID03.
 RS0450
 RS0450;                    North         East     Units Scale Factor Converg.
 RS0450;SPC ND S     -    59,872.495   388,906.895   MT  1.00000220   -1 59 39.2
 RS0450;SPC ND S     -   196,432.07  1,275,941.26   iFT  1.00000220   -1 59 39.2
 RS0450;UTM  13      - 5,114,700.965   636,310.952   MT  0.99982841   +1 16 26.9
 RS0450
 RS0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0450!SPC ND S     -   0.99986469  x   1.00000220  =   0.99986688
 RS0450!UTM  13      -   0.99986469  x   0.99982841  =   0.99969312
 RS0450
 RS0450:                Primary Azimuth Mark                     Grid Az
 RS0450:SPC ND S     -  BUTTE RESET                              290 08 27.8
 RS0450:UTM  13      -  BUTTE RESET                              286 52 21.7
 RS0450
 RS0450|---------------------------------------------------------------------|
 RS0450| PID    Reference Object                     Distance      Geod. Az  |
 RS0450|                                                           dddmmss.s |
 RS0450| RS0458 BUTTE RESET                         APPROX.12.6 KM 2880848.6 |
 RS0450|---------------------------------------------------------------------|
 RS0450
 RS0450                          SUPERSEDED SURVEY CONTROL
 RS0450
 RS0450  NAD 83(1996)-  46 10 20.06777(N)    103 14 02.80593(W) AD(       ) 2
 RS0450  NAD 83(1986)-  46 10 20.06611(N)    103 14 02.80444(W) AD(       ) 2
 RS0450  NAD 27      -  46 10 20.04200(N)    103 14 01.16700(W) AD(       ) 2
 RS0450  NGVD 29 (07/19/86)  878.93   (m)         2883.6    (f) LEVELING    3  
 RS0450
 RS0450.Superseded values are not recommended for survey control.
 RS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0450.See file dsdata.txt to determine how the superseded data were derived.
 RS0450
 RS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3631114701(NAD 83)
 RS0450_MARKER: DS = TRIANGULATION STATION DISK
 RS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0450+STABILITY: SURFACE MOTION
 RS0450
 RS0450  HISTORY     - Date     Condition        Report By
 RS0450  HISTORY     - 1912     MONUMENTED       CGS
 RS0450  HISTORY     - 1935     GOOD             CGS
 RS0450
 RS0450                          STATION DESCRIPTION
 RS0450
 RS0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 RS0450'AT BUFFALO SPRINGS, SOUTH OF THE CHICAGO, MILWAUKEE AND PUGET
 RS0450'SOUND RAILWAY TRACK, IN A LOT ON WHICH A CHURCH IS TO BE BUILT.
 RS0450'THE STATION IS MARKED BY A STANDARD DISK STATION MARK, SET IN THE
 RS0450'TOP OF A CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES
 RS0450'LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE
 RS0450'FORM.  THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 RS0450'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER
 RS0450'AND 2 INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON
 RS0450'TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 RS0450'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES
 RS0450'BELOW THE SURFACE OF THE GROUND.  THE NORTHWEST CORNER OF THE
 RS0450'PARSONAGE IS 47.48 METERS FROM THE STATION S 86 DEG 11 MIN E.
 RS0450'THE RAIL IS FRONT OF THE BOX CAR USED AS A DEPOT IS
 RS0450'294.26 METERS DISTANT N 11 DEG 08 MIN E.
 RS0450
 RS0450                          STATION RECOVERY (1935)
 RS0450
 RS0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 RS0450'STATION WAS FOUND IN GOOD CONDITION.  THE MARK IS 44-1/2 FEET
 RS0450'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, AND 138
 RS0450'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE LOCATED
 RS0450'ON THE SCHOOL GROUND.  MARK PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1895 ***********************************************************************
 TG1895  DESIGNATION -  BUFORD
 TG1895  PID         -  TG1895
 TG1895  STATE/COUNTY-  ND/WILLIAMS
 TG1895  USGS QUAD   -  TRENTON SW (1968)
 TG1895
 TG1895                         *CURRENT SURVEY CONTROL
 TG1895  ___________________________________________________________________
 TG1895* NAD 83(1996)-  48 02 48.04776(N)    103 59 01.89848(W)     ADJUSTED  
 TG1895* NAVD 88     -       756.8    (meters)    2483.     (feet)  VERTCON   
 TG1895  ___________________________________________________________________
 TG1895  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 TG1895  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1895
 TG1895  HORZ ORDER  -  FIRST
 TG1895
 TG1895.The horizontal coordinates were established by classical geodetic methods
 TG1895.and adjusted by the National Geodetic Survey in January 1998..
 TG1895
 TG1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1895
 TG1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1895
 TG1895.The geoid height was determined by GEOID03.
 TG1895
 TG1895;                    North         East     Units Scale Factor Converg.
 TG1895;SPC ND N     -   122,245.701   340,355.510   MT  0.99993606   -2 35 32.8
 TG1895;SPC ND N     -   401,068.57  1,116,651.94   iFT  0.99993606   -2 35 32.8
 TG1895;SPC MT       -   436,353.546 1,010,750.014   MT  0.99955598   +4 02 06.3
 TG1895;SPC MT       - 1,431,606.12  3,316,108.97   iFT  0.99955598   +4 02 06.3
 TG1895;UTM  13      - 5,321,987.969   575,730.602   MT  0.99967047   +0 45 20.6
 TG1895
 TG1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1895!SPC ND N     -   0.99988422  x   0.99993606  =   0.99982029
 TG1895!SPC MT       -   0.99988422  x   0.99955598  =   0.99944025
 TG1895!UTM  13      -   0.99988422  x   0.99967047  =   0.99955473
 TG1895
 TG1895:                Primary Azimuth Mark                     Grid Az
 TG1895:SPC ND N     -  WILLISTON TV STATION KUMV MAST           045 58 19.8
 TG1895:SPC MT       -  WILLISTON TV STATION KUMV MAST           039 20 40.7
 TG1895:UTM  13      -  WILLISTON TV STATION KUMV MAST           042 37 26.4
 TG1895
 TG1895|---------------------------------------------------------------------|
 TG1895| PID    Reference Object                     Distance      Geod. Az  |
 TG1895|                                                           dddmmss.s |
 TG1895| TG1890 WILLISTON TV STATION KUMV MAST      APPROX.13.4 KM 0432247.0 |
 TG1895| CQ7192 BUFORD RM 2                          22.590 METERS 04625     |
 TG1895| CQ7194 BUFORD RM 4                          22.360 METERS 04625     |
 TG1895| CQ7190 BUFORD AZ MK 2                                     3252038.6 |
 TG1895| CQ7189 BUFORD AZ MK                                       3351126.4 |
 TG1895| CQ7193 BUFORD RM 3                          14.462 METERS 33903     |
 TG1895| CQ7191 BUFORD RM 1                          46.990 METERS 35325     |
 TG1895|---------------------------------------------------------------------|
 TG1895
 TG1895                          SUPERSEDED SURVEY CONTROL
 TG1895
 TG1895  NAD 83(1986)-  48 02 48.04798(N)    103 59 01.89498(W) AD(       ) 1
 TG1895  NAD 27      -  48 02 47.97400(N)    103 59 00.14600(W) AD(       ) 1
 TG1895  NGVD 29 (07/19/86)  756.3    (m)         2481.     (f) VERT ANG       
 TG1895
 TG1895.Superseded values are not recommended for survey control.
 TG1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1895.See file dsdata.txt to determine how the superseded data were derived.
 TG1895
 TG1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7573121988(NAD 83)
 TG1895_MARKER: DS = TRIANGULATION STATION DISK
 TG1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1895
 TG1895  HISTORY     - Date     Condition        Report By
 TG1895  HISTORY     - 1912     MONUMENTED       CGS
 TG1895  HISTORY     - 1935     GOOD             CGS
 TG1895  HISTORY     - 1945     GOOD             CGS
 TG1895  HISTORY     - 1948     GOOD             CGS
 TG1895  HISTORY     - 1960     GOOD             CGS
 TG1895  HISTORY     - 1967     GOOD             USGS
 TG1895  HISTORY     - 1969     GOOD             CGS
 TG1895
 TG1895                          STATION DESCRIPTION
 TG1895
 TG1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1895'ABOUT 3 MILES N OF BUFORD, IN SEC. 30, T. 153 N., R. 103 W., ON
 TG1895'THE HIGHEST POINT OF A PROMINENT KNOB OVERLOOKING THE MISSOURI
 TG1895'AND YELLOWSTONE RIVERS, THE HIGHEST KNOB IN THIS VICINITY.  THE
 TG1895'TOP OF THE KNOB IS ABOUT 40 METERS LONG SE AND NW AND HAS A GENTLE
 TG1895'GRASSY SLOPE ON THE NE SIDE AND AN ABRUPT BARE FACE ON THE SW.
 TG1895'AS VIEWED EITHER FROM THE NE OR THE SW THE KNOB HAS THE
 TG1895'APPEARANCE OF A FLAT-TOPPED HILL.  THE STATION IS ON THE MIDDLE
 TG1895'OF THE TOP ABOUT 4 METERS FROM A RED STONE LEDGE ON THE SW SIDE
 TG1895'OF THE HILL AND IS MARKED BY A STANDARD CAP STATION MARK SCREWED
 TG1895'TO THE TOP OF A 3-INCH IRON PIPE, WHICH IS EMBEDDED IN A
 TG1895'CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 30 INCHES
 TG1895'LONG.  THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 TG1895'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER
 TG1895'AND 2 INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE
 TG1895'ON TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 TG1895'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES
 TG1895'BELOW THE SURFACE OF THE GROUND.  A CROSS CUT IN THE MORE W ONE
 TG1895'OF TWO BOULDERS ON THE N SLOPE OF THE HILL IS ABOUT 25 FEET
 TG1895'BELOW THE STATION AND 46.99 METERS (INCLINED DISTANCE)
 TG1895'FROM THE STATION N 006 DEG 36 MIN W.  A DRILL HOLE IN
 TG1895'SOLID ROCK IS NEAR THE BOTTOM OF THE SLOPE ON THE NE SIDE,
 TG1895'ABOUT 15 FEET BELOW THE STATION AND 22.59 METERS (INCLINED
 TG1895'DISTANCE) FROM THE STATION N 46 DEG 25 MIN E.  JOSEPH
 TG1895'EVANS HOUSE IS ABOUT 1 MILE DISTANT N 25 DEG 53 MIN,
 TG1895'AND C.L. BARRS LOG HOUSE IS ABOUT THREE-FOURTHS MILE DISTANT IN
 TG1895'N 45 DEG 16 MIN E.
 TG1895
 TG1895                          STATION RECOVERY (1935)
 TG1895
 TG1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1895'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  PROJECTS
 TG1895'1 INCH ABOVE THE GROUND.  ALL REFERENCE MARKS WERE FOUND AS
 TG1895'DESCRIBED.
 TG1895
 TG1895                          STATION RECOVERY (1945)
 TG1895
 TG1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1895'STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND IN
 TG1895'GOOD CONDITION.  THE CROSS AND DRILL HOLE WITNESS MARKS WERE
 TG1895'NOT FOUND AND TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE
 TG1895'ESTABLISHED BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TG1895'
 TG1895'STATION IS LOCATED ABOUT 18 MILES AIRLINE SW OF WILLISTON AND ABOUT
 TG1895'3 MILES N OF BUFORD, ON THE HIGHEST POINT OF A PROMINENT KNOB
 TG1895'IN THE VICINITY, OVERLOOKING THE MISSOURI AND YELLOWSTONE RIVERS.
 TG1895'IT IS 14 FEET N OF THE EDGE OF THE LEDGE AND 19 FEET W OF A
 TG1895'STANDARD WITNESS POST.  THE MARK IS A STANDARD CAP DISK SCREWED
 TG1895'IN THE TOP OF A 3-INCH IRON PIPE AND IS NOT STAMPED.  IT
 TG1895'PROJECTS ABOUT 4 INCHES.
 TG1895'
 TG1895'REFERENCE MARK 3 IS 47.45 FEET NW OF THE STATION NEAR THE W SLOPE
 TG1895'OF THE HILL.  IT IS 20 FEET N OF THE SHARP LEDGE.  THE DISK IS
 TG1895'STAMPED BUFORD NO 3 1945 AND IS IN BEDROCK.
 TG1895'
 TG1895'REFERENCE MARK 4 IS 73.36 FEET (SLOPE DISTANCE) NE OF THE
 TG1895'STATION AT THE BASE OF THE SLOPE OF THE HILL.  THE DISK IS
 TG1895'STAMPED BUFORD NO 4 1945.
 TG1895'
 TG1895'AZIMUTH MARK IS ABOUT 0.7 MILE NW OF THE STATION ON THE W SIDE
 TG1895'OF THE ROAD.  IT IS 39.5 FEET W OF THE APPROXIMATE CENTER OF
 TG1895'THE ROAD, 4 FEET S OF A STANDARD WITNESS POST, AND ONE FOOT
 TG1895'E OF THE FENCE.  THE DISK IS STAMPED BUFORD 1945 AND PROJECTS
 TG1895'ABOUT 4 INCHES.
 TG1895'
 TG1895'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WILLISTON,
 TG1895'GO W ON U.S. HIGHWAY 2 FOR 17 MILES TO CROSSROAD AND STATION
 TG1895'FORD.  TURN LEFT AND GO 5.6 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 TG1895'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A DIM ROAD ON THE LEFT,
 TG1895'TURN SHARP RIGHT ON DIM ROAD INTO FIELD AND GO 0.5 MILE TO A
 TG1895'WIRE GATE, PASS THROUGH GATE AND TURN RIGHT AND FOLLOW FENCE AND
 TG1895'DIM ROAD FOR 0.65 MILE TO HIGHEST POINT AND STATION.
 TG1895'
 TG1895'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 TG1895
 TG1895                          STATION RECOVERY (1948)
 TG1895
 TG1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FXP)
 TG1895'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE, EXCEPT THAT THE
 TG1895'CHISELED CROSS IN A BOULDER THAT WAS USED FOR A REFERENCE MARK
 TG1895'WAS NOT RECOVERED.  A STANDARD REFERENCE MARK DISK HAS BEEN SET
 TG1895'IN THE DRILL HOLE USED AS THE OTHER REFERENCE MARK.  THE REFERENCE
 TG1895'MARKS AND THE AZIMUTH MARK WAS SET IN 1945.  THE 1945 DESCRIPTION
 TG1895'WAS NOT AVAILABLE AT THIS TIME.
 TG1895'
 TG1895'THE STATION IS 3 MILES NORTH OF BUFORD, AND 2-1/2 MILES EAST OF THE
 TG1895'MONTANA-NORTH DAKOTA STATE LINE, IN SECTION 30, T. 153 N., R. 103
 TG1895'W., ON THE HIGHEST POINT OF THE MOST PROMINENT KNOB IN THE
 TG1895'IMMEDIATE VICINITY.  IT IS 19 FEET NORTHWEST OF A WITNESS POST.
 TG1895'THE SURFACE MARK IS A STANDARD CAP STATION MARK FASTENED TO THE
 TG1895'TOP OF A 3-INCH IRON PIPE THAT PROJECTS 3 INCHES.  THE
 TG1895'UNDERGROUND MARK (ACCORDING TO THE ORIGINAL DESCRIPTION) IS A
 TG1895'BRASS BOLT 1/4 INCH IN DIAMETER AND 2 INCHES IN LENGTH, SET IN
 TG1895'A BLOCK OF CONCRETE 6-INCHES SQUARE AND 4-INCHES THICK.  THE
 TG1895'BOLT PROJECTS ABOUT 1/2 INCH ABOVE THE CONCRETE BLOCK WHICH
 TG1895'IS ABOUT 33-INCHES BELOW THE SURFACE OF THE GROUND.
 TG1895'
 TG1895'REFERENCE MARK NO. 3 IS NORTHWEST OF THE STATION.
 TG1895'THE ROCK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 TG1895'BUFORD NO 3 1945.
 TG1895'
 TG1895'REFERENCE MARK NO. 4 IS NORTHEAST OF THE STATION,
 TG1895'AT THE BOTTOM OF THE NORTH SLOPE OF THE KNOB AND ABOUT 15 FEET
 TG1895'BELOW THE ELEVATION OF THE STATION.  THE ROCK PROJECTS 2 INCHES
 TG1895'AND THE DISK IS STAMPED BUFORD NO 4 1945.
 TG1895'
 TG1895'THE AZIMUTH MARK IS 1.0 MILE NORTHWEST OF THE
 TG1895'STATION.  IT IS 34 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 TG1895'THE GRAVEL ROAD, 4 FEET SOUTH OF A WITNESS POST, AND 1 FOOT EAST
 TG1895'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TG1895'BUFORD 1945.
 TG1895'
 TG1895'TO REACH THE STATION FROM THE MONTANA-NORTH DAKOTA STATE LINE,
 TG1895'WHICH IS 22.8 MILES EAST OF CULBERTSON, MONTANA, GO EAST ON
 TG1895'U.S. HIGHWAY 2 FOR 2.5 MILES TO A CROSSROADS, TURN RIGHT AND GO
 TG1895'SOUTH 5.7 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 TG1895'SOUTH FOR 0.15 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND
 TG1895'FOLLOW THE TRACK ROAD EAST FOR 0.5 MILE TO A GATE, PASS THROUGH
 TG1895'THE GATE, TURN RIGHT AND GO SOUTHERLY FOR 0.6 MILE TO THE
 TG1895'HIGHEST POINT AND THE STATION AS DESCRIBED.
 TG1895
 TG1895                          STATION RECOVERY (1960)
 TG1895
 TG1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 TG1895'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 TG1895'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 TG1895'TO REACH.  A NEW TO REACH FOLLOWS--
 TG1895'
 TG1895'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO
 TG1895'WEST ON U.S. HIGHWAY NO. 2 FOR 17.6 MILES TO CROSSROADS AT
 TG1895'THE TRIANGULATION STATION FORD 1945.  TURN LEFT AND GO SOUTH ON
 TG1895'A GRAVEL ROAD FOR 5.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 TG1895'CONTINUE SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO A DIM SIDE ROAD ON
 TG1895'THE LEFT.  TURN LEFT AND GO SOUTHEAST ON A DIM ROAD FOR 0.1
 TG1895'MILE TO A WIRE GATE.  TURN LEFT AND GO EAST ALONG THE SOUTH
 TG1895'SIDE OF A CULTIVATED FIELD FOR 0.5 MILE TO A WIRE GATE.  TURN
 TG1895'RIGHT AND GO SOUTH ALONG THE EAST SIDE OF A WIRE FENCE FOR 0.1
 TG1895'MILE TO A FENCE CORNER.  CONTINUE SOUTH ACROSS PASTURE ON A
 TG1895'DIM ROAD FOR 0.6 MILE TO THE CENTER ONE OF THREE HILLS AND
 TG1895'STATION SITE.
 TG1895
 TG1895                          STATION RECOVERY (1967)
 TG1895
 TG1895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1895'THE AZIMUTH MARK WAS NOT FOUND.  IT IS BELIEVED TO HAVE BEEN
 TG1895'DESTROYED DUE TO ROAD CONSTRUCTION.
 TG1895
 TG1895                          STATION RECOVERY (1969)
 TG1895
 TG1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TG1895'STATION MARK, REFERENCE MARKS NO. 3 AND 4 WERE RECOVERED IN GOOD
 TG1895'CONDITION.  AZIMUTH MARK WAS NOT FOUND AND APPEARS TO HAVE
 TG1895'BEEN DESTROYED BY GRADER OPERATIONS.  A NEW AZIMUTH MARK WAS SET
 TG1895'ABOUT 1 MILE NORTHWEST OF THE STATION, 96 FEET EAST OF THE
 TG1895'CENTERLINE OF A GRAVELED ROAD, 37 FEET SOUTH OF DRIVEWAY TO
 TG1895'FIELD, 3 FEET SOUTH OF A POWERLINE POLE, 1 FOOT WEST OF FENCE
 TG1895'AND 1 FOOT WEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 TG1895'SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED BUFORD
 TG1895'1912-1969 AND PROJECTS 3 INCHES.
 TG1895'
 TG1895'THE 1948 DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO REACH.  A NEW
 TG1895'TO REACH DESCRIPTION FOLLOWS--
 TG1895'
 TG1895'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 85 WHICH IS
 TG1895'5 MILES WEST OF WILLISTON, GO WEST ON U.S. HIGHWAY 2 FOR 12.5
 TG1895'MILES TO JUNCTION OF COUNTY ROAD 5.  TURN LEFT AND GO SOUTH
 TG1895'ON COUNTY ROAD 5 FOR 5.95 MILES TO SIDE ROAD LEFT AND AZIMUTH
 TG1895'MARK ON LEFT AS DESCRIBED.  TURN LEFT AND GO EAST ON FIELD
 TG1895'ROAD FOR 0.55 MILE TO A WIRE GATE.  PASS THRU GATE, TURN LEFT
 TG1895'AND GO SOUTH ALONG THE EAST SIDE OF FENCE FOR 0.15 MILE TO FENCE
 TG1895'CORNER.  CONTINUE SOUTHERLY ACROSS FIELD ON FIELD ROAD FOR
 TG1895'0.65 MILE TO THE SUMMIT OF THE CENTER ONE OF THREE HILLS AND
 TG1895'STATION.
 TG1895'
 TG1895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 TG1895'NORTH OF BUFORD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1896 ***********************************************************************
 TG1896  DESIGNATION -  BUFORD
 TG1896  PID         -  TG1896
 TG1896  STATE/COUNTY-  ND/WILLIAMS
 TG1896  USGS QUAD   -  TRENTON SW (1968)
 TG1896
 TG1896                         *CURRENT SURVEY CONTROL
 TG1896  ___________________________________________________________________
 TG1896* NAD 83(1996)-  48 01 04.24088(N)    103 58 07.67755(W)     ADJUSTED  
 TG1896* NAVD 88     -       662.     (meters)    2172.     (feet)  SCALED    
 TG1896  ___________________________________________________________________
 TG1896  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 TG1896  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TG1896
 TG1896  HORZ ORDER  -  SECOND
 TG1896
 TG1896.The horizontal coordinates were established by classical geodetic methods
 TG1896.and adjusted by the National Geodetic Survey in January 1998..
 TG1896
 TG1896.The orthometric height was scaled from a topographic map.
 TG1896
 TG1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1896
 TG1896.The geoid height was determined by GEOID03.
 TG1896
 TG1896;                    North         East     Units Scale Factor Converg.
 TG1896;SPC ND N     -   118,992.260   341,332.854   MT  0.99993652   -2 34 52.5
 TG1896;SPC ND N     -   390,394.55  1,119,858.44   iFT  0.99993652   -2 34 52.5
 TG1896;SPC MT       -   433,235.845 1,012,095.797   MT  0.99954697   +4 02 45.9
 TG1896;SPC MT       - 1,421,377.44  3,320,524.27   iFT  0.99954697   +4 02 45.9
 TG1896;UTM  13      - 5,318,798.003   576,895.972   MT  0.99967266   +0 45 59.7
 TG1896
 TG1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1896!SPC ND N     -   0.99989915  x   0.99993652  =   0.99983567
 TG1896!SPC MT       -   0.99989915  x   0.99954697  =   0.99944616
 TG1896!UTM  13      -   0.99989915  x   0.99967266  =   0.99957184
 TG1896
 TG1896:                Primary Azimuth Mark                     Grid Az
 TG1896:SPC ND N     -  BUFORD EAST BASE                         149 07 51.5
 TG1896:SPC MT       -  BUFORD EAST BASE                         142 30 13.1
 TG1896:UTM  13      -  BUFORD EAST BASE                         145 46 59.3
 TG1896
 TG1896|---------------------------------------------------------------------|
 TG1896| PID    Reference Object                     Distance      Geod. Az  |
 TG1896|                                                           dddmmss.s |
 TG1896| SO0852 BUFORD EAST BASE                    APPROX. 2.6 KM 1463259.0 |
 TG1896|---------------------------------------------------------------------|
 TG1896
 TG1896                          SUPERSEDED SURVEY CONTROL
 TG1896
 TG1896  NAD 83(1986)-  48 01 04.24083(N)    103 58 07.67655(W) AD(       ) 2
 TG1896  NAD 27      -  48 01 04.16800(N)    103 58 05.91800(W) AD(       ) 2
 TG1896
 TG1896.Superseded values are not recommended for survey control.
 TG1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1896.See file dsdata.txt to determine how the superseded data were derived.
 TG1896
 TG1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7689618798(NAD 83)
 TG1896_MARKER: Z = SEE DESCRIPTION
 TG1896_SETTING: 0 = UNSPECIFIED SETTING
 TG1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1896
 TG1896  HISTORY     - Date     Condition        Report By
 TG1896  HISTORY     - 1889     MONUMENTED       MORC
 TG1896
 TG1896                          STATION DESCRIPTION
 TG1896
 TG1896'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TG1896'BUFORD (MORC) 1889, IS ON LEFT BANK, ON HIGH BUTTE NORTHEAST
 TG1896'FROM FORT BUFORD, N. DAK., CALLED MAC KENZIES BUTTE, AND
 TG1896'ABOUT 4 MILES FROM THE FORT.  EL. NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0852 ***********************************************************************
 SO0852  DESIGNATION -  BUFORD EAST BASE
 SO0852  PID         -  SO0852
 SO0852  STATE/COUNTY-  ND/WILLIAMS
 SO0852  USGS QUAD   -  BUFORD (1968)
 SO0852
 SO0852                         *CURRENT SURVEY CONTROL
 SO0852  ___________________________________________________________________
 SO0852* NAD 83(1996)-  47 59 52.73033(N)    103 56 57.29557(W)     ADJUSTED  
 SO0852* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 SO0852  ___________________________________________________________________
 SO0852  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 SO0852  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 SO0852
 SO0852  HORZ ORDER  -  THIRD
 SO0852
 SO0852.The horizontal coordinates were established by classical geodetic methods
 SO0852.and adjusted by the National Geodetic Survey in January 1998..
 SO0852
 SO0852.The orthometric height was scaled from a topographic map.
 SO0852
 SO0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0852
 SO0852.The geoid height was determined by GEOID03.
 SO0852
 SO0852;                    North         East     Units Scale Factor Converg.
 SO0852;SPC ND N     -   116,720.429   342,690.849   MT  0.99993698   -2 34 00.1
 SO0852;SPC ND N     -   382,941.04  1,124,313.81   iFT  0.99993698   -2 34 00.1
 SO0852;SPC MT       -   431,136.744 1,013,706.275   MT  0.99954091   +4 03 37.4
 SO0852;SPC MT       - 1,414,490.63  3,325,807.99   iFT  0.99954091   +4 03 37.4
 SO0852;UTM  13      - 5,316,609.924   578,383.923   MT  0.99967549   +0 46 51.2
 SO0852
 SO0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0852!SPC ND N     -   0.99991199  x   0.99993698  =   0.99984898
 SO0852!SPC MT       -   0.99991199  x   0.99954091  =   0.99945295
 SO0852!UTM  13      -   0.99991199  x   0.99967549  =   0.99958751
 SO0852
 SO0852:                Primary Azimuth Mark                     Grid Az
 SO0852:SPC ND N     -  BUFORD                                   329 07 51.5
 SO0852:SPC MT       -  BUFORD                                   322 30 14.0
 SO0852:UTM  13      -  BUFORD                                   325 47 00.2
 SO0852
 SO0852|---------------------------------------------------------------------|
 SO0852| PID    Reference Object                     Distance      Geod. Az  |
 SO0852|                                                           dddmmss.s |
 SO0852| TG1896 BUFORD                              APPROX. 2.6 KM 3263351.4 |
 SO0852|---------------------------------------------------------------------|
 SO0852
 SO0852                          SUPERSEDED SURVEY CONTROL
 SO0852
 SO0852  NAD 83(1986)-  47 59 52.73063(N)    103 56 57.29514(W) AD(       ) 3
 SO0852  NAD 27      -  47 59 52.65400(N)    103 56 55.54000(W) AD(       ) 3
 SO0852
 SO0852.Superseded values are not recommended for survey control.
 SO0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0852.See file dsdata.txt to determine how the superseded data were derived.
 SO0852
 SO0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP7838416610(NAD 83)
 SO0852_MARKER: Z = SEE DESCRIPTION
 SO0852_SETTING: 0 = UNSPECIFIED SETTING
 SO0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0852
 SO0852  HISTORY     - Date     Condition        Report By
 SO0852  HISTORY     - 1889     MONUMENTED       MORC
 SO0852
 SO0852                          STATION DESCRIPTION
 SO0852
 SO0852'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0852'IS 2 MILES N. 83 DEG E. FROM WEST BASE.  A 12-FOOT TIMBER STATION
 SO0852'TEMPORARILY MARKS ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0851 ***********************************************************************
 SO0851  DESIGNATION -  BUFORD WEST BASE
 SO0851  PID         -  SO0851
 SO0851  STATE/COUNTY-  ND/WILLIAMS
 SO0851  USGS QUAD   -  BUFORD (1968)
 SO0851
 SO0851                         *CURRENT SURVEY CONTROL
 SO0851  ___________________________________________________________________
 SO0851* NAD 83(1996)-  47 59 39.00620(N)    103 59 43.65673(W)     ADJUSTED  
 SO0851* NAVD 88     -       580.     (meters)    1903.     (feet)  SCALED    
 SO0851  ___________________________________________________________________
 SO0851  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 SO0851  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SO0851
 SO0851  HORZ ORDER  -  SECOND
 SO0851
 SO0851.The horizontal coordinates were established by classical geodetic methods
 SO0851.and adjusted by the National Geodetic Survey in January 1998..
 SO0851
 SO0851.The orthometric height was scaled from a topographic map.
 SO0851
 SO0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0851
 SO0851.The geoid height was determined by GEOID03.
 SO0851
 SO0851;                    North         East     Units Scale Factor Converg.
 SO0851;SPC ND N     -   116,452.471   339,226.658   MT  0.99993709   -2 36 03.9
 SO0851;SPC ND N     -   382,061.91  1,112,948.35   iFT  0.99993709   -2 36 03.9
 SO0851;SPC MT       -   430,471.031 1,010,297.511   MT  0.99953976   +4 01 35.7
 SO0851;SPC MT       - 1,412,306.53  3,314,624.38   iFT  0.99953976   +4 01 35.7
 SO0851;UTM  13      - 5,316,140.263   574,942.201   MT  0.99966901   +0 44 47.3
 SO0851
 SO0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0851!SPC ND N     -   0.99991199  x   0.99993709  =   0.99984909
 SO0851!SPC MT       -   0.99991199  x   0.99953976  =   0.99945179
 SO0851!UTM  13      -   0.99991199  x   0.99966901  =   0.99958103
 SO0851
 SO0851:                Primary Azimuth Mark                     Grid Az
 SO0851:SPC ND N     -  FERRY                                    254 26 32.0
 SO0851:SPC MT       -  FERRY                                    247 48 52.4
 SO0851:UTM  13      -  FERRY                                    251 05 40.8
 SO0851
 SO0851|---------------------------------------------------------------------|
 SO0851| PID    Reference Object                     Distance      Geod. Az  |
 SO0851|                                                           dddmmss.s |
 SO0851| SP0358 FERRY                               APPROX. 6.2 KM 2515028.1 |
 SO0851|---------------------------------------------------------------------|
 SO0851
 SO0851                          SUPERSEDED SURVEY CONTROL
 SO0851
 SO0851  NAD 83(1986)-  47 59 39.00673(N)    103 59 43.65538(W) AD(       ) 2
 SO0851  NAD 27      -  47 59 38.93300(N)    103 59 41.90000(W) AD(       ) 2
 SO0851
 SO0851.Superseded values are not recommended for survey control.
 SO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0851.See file dsdata.txt to determine how the superseded data were derived.
 SO0851
 SO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP7494216140(NAD 83)
 SO0851_MARKER: Z = SEE DESCRIPTION
 SO0851_SETTING: 0 = UNSPECIFIED SETTING
 SO0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0851
 SO0851  HISTORY     - Date     Condition        Report By
 SO0851  HISTORY     - 1889     MONUMENTED       MORC
 SO0851
 SO0851                          STATION DESCRIPTION
 SO0851
 SO0851'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0851'IS JUST EAST OF ROAD FROM BUFORD RAILROAD STATION TO THE FORT
 SO0851'GROUNDS AND ABOUT ONE-FOURTH OF A MILE S. 36 DEG W. FROM THE
 SO0851'RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0584 ***********************************************************************
 TH0584  DESIGNATION -  BULL
 TH0584  PID         -  TH0584
 TH0584  STATE/COUNTY-  ND/WILLIAMS
 TH0584  USGS QUAD   -  BULL BUTTE (1989)
 TH0584
 TH0584                         *CURRENT SURVEY CONTROL
 TH0584  ___________________________________________________________________
 TH0584* NAD 83(1996)-  48 20 12.77664(N)    104 01 54.35665(W)     ADJUSTED  
 TH0584* NAVD 88     -       792.3    (meters)    2599.     (feet)  VERTCON   
 TH0584  ___________________________________________________________________
 TH0584  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TH0584  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TH0584
 TH0584  HORZ ORDER  -  FIRST
 TH0584
 TH0584.The horizontal coordinates were established by classical geodetic methods
 TH0584.and adjusted by the National Geodetic Survey in January 1998..
 TH0584
 TH0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 TH0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TH0584
 TH0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 TH0584
 TH0584.The geoid height was determined by GEOID03.
 TH0584
 TH0584;                    North         East     Units Scale Factor Converg.
 TH0584;SPC ND N     -   154,641.224   338,267.270   MT  0.99994551   -2 37 41.2
 TH0584;SPC ND N     -   507,353.10  1,109,800.75   iFT  0.99994551   -2 37 41.2
 TH0584;SPC MT       -   468,280.925 1,004,938.577   MT  0.99966106   +4 00 00.1
 TH0584;SPC MT       - 1,536,354.74  3,297,042.58   iFT  0.99966106   +4 00 00.1
 TH0584;UTM  13      - 5,354,197.360   571,754.052   MT  0.99966326   +0 43 24.1
 TH0584
 TH0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TH0584!SPC ND N     -   0.99987870  x   0.99994551  =   0.99982421
 TH0584!SPC MT       -   0.99987870  x   0.99966106  =   0.99953980
 TH0584!UTM  13      -   0.99987870  x   0.99966326  =   0.99954200
 TH0584
 TH0584|---------------------------------------------------------------------|
 TH0584| PID    Reference Object                     Distance      Geod. Az  |
 TH0584|                                                           dddmmss.s |
 TH0584| CQ7200 BULL RM 4                            17.892 METERS 02122     |
 TH0584| CQ7201 BULL RM 5                             6.749 METERS 09858     |
 TH0584| CQ7199 BULL DH S                             3.180 METERS 18545     |
 TH0584| CQ7196 BULL AZ MK                                         2095109.9 |
 TH0584| CQ7197 BULL DH WNW                          34.570 METERS 29920     |
 TH0584| CQ7198 BULL RM CROSS                        23.330 METERS 32709     |
 TH0584|---------------------------------------------------------------------|
 TH0584
 TH0584                          SUPERSEDED SURVEY CONTROL
 TH0584
 TH0584  NAD 83(1986)-  48 20 12.77591(N)    104 01 54.35182(W) AD(       ) 1
 TH0584  NAD 27      -  48 20 12.69000(N)    104 01 52.58700(W) AD(       ) 1
 TH0584  NGVD 29 (07/19/86)  791.8    (m)         2598.     (f) VERT ANG       
 TH0584
 TH0584.Superseded values are not recommended for survey control.
 TH0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0584.See file dsdata.txt to determine how the superseded data were derived.
 TH0584
 TH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7175454197(NAD 83)
 TH0584_MARKER: DS = TRIANGULATION STATION DISK
 TH0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TH0584
 TH0584  HISTORY     - Date     Condition        Report By
 TH0584  HISTORY     - 1912     MONUMENTED       CGS
 TH0584  HISTORY     - 1935     GOOD             CGS
 TH0584  HISTORY     - 1945     GOOD             CGS
 TH0584
 TH0584                          STATION DESCRIPTION
 TH0584
 TH0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TH0584'ABOUT 22 MILES N OF MONDAK, MONTANA, 4 MILES E OF JOHN C. DWYERS
 TH0584'RANCH, AND ONE-THIRD MILE E OF THE STATE LINE, IN NW 1/4 SEC. 14,
 TH0584'T. 156 N., R. 104 W., ON THE HIGHEST POINT OF A PROMINENT GRASSY
 TH0584'HILL LOCALLY KNOWN AS BULL BUTTE.  THE STATION IS MARKED BY A
 TH0584'STANDARD DISK STATION MARK SET IN THE TOP OF A CONCRETE CYLINDER
 TH0584'7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 TH0584'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE CYLINDER
 TH0584'PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK
 TH0584'IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES LONG
 TH0584'SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON TOP AND 4 INCHES
 TH0584'THICK.  THE BOLT PROJECTS ONE-FOURTH OR ONE-HALF INCH ABOVE
 TH0584'THE CONCRETE AND IS ABOUT 33 INCHES BELOW THE SURFACE OF THE
 TH0584'GROUND.  A DRILL HOLE IN SOLID ROCK IS 34.57 METERS FROM THE
 TH0584'STATION, A CROSS CHISELED IN SOLID
 TH0584'ROCK IS 23.33 METERS FROM THE STATION,
 TH0584'AND ANOTHER DRILL HOLE IN THE ROCK IS 3.18 METERS DISTANT.
 TH0584
 TH0584                          STATION RECOVERY (1935)
 TH0584
 TH0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TH0584'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 TH0584'MARKS WERE ALL FOUND AS DESCRIBED.
 TH0584
 TH0584                          STATION RECOVERY (1945)
 TH0584
 TH0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TH0584'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 TH0584'IN GOOD CONDITION.  THE DISTANCE TO THE OLD REFERENCE MARKS WERE
 TH0584'CHECKED AND FOUND TO BE CORRECT.  TWO NEW REFERENCE MARKS AND AN
 TH0584'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  A COMPLETE NEW
 TH0584'DESCRIPTION FOLLOWS.
 TH0584'
 TH0584'STATION IS LOCATED ABOUT 23 MILES AIRLINE NW OF WILLISTON
 TH0584'AND ABOUT 0.5 MILE E OF THE MONTANA-NORTH DAKOTA STATE LINE, ON A
 TH0584'HIGH PROMINENT GRASSY HILL LOCALLY KNOWN AS BULL BUTTE.  IT IS
 TH0584'ON THE HIGHEST POINT OF THE HILL AND 7 FEET NE OF A STANDARD
 TH0584'WITNESS POST.  THE DISK IS NOT STAMPED AND PROJECTS ABOUT
 TH0584'6 INCHES.
 TH0584'
 TH0584'REFERENCE MARK 4 IS 58.70 FEET NNE OF THE STATION.  IT IS 53 FEET
 TH0584'N OF THE STANDARD WITNESS POST.  THE DISK IS STAMPED BULL NO
 TH0584'4 1945 AND PROJECTS ABOUT 4 INCHES.
 TH0584'
 TH0584'REFERENCE MARK 5 IS 22.14 FEET E OF THE STATION.  IT IS 9 FEET
 TH0584'E OF THE STANDARD WITNESS POST.  THE DISK IS STAMPED BULL NO
 TH0584'5 1945 AND PROJECTS ABOUT 4 INCHES.
 TH0584'
 TH0584'DRILL HOLE IN OUTCROPPING BEDROCK IS 3.18 METERS S OF THE
 TH0584'STATION.
 TH0584'
 TH0584'DRILL HOLE IN OUTCROPPING BEDROCK IS 34.57 METERS WNW OF THE
 TH0584'STATION.
 TH0584'
 TH0584'CROSS CHISELED IN BEDROCK IS 23.33 METERS NW OF THE STATION.
 TH0584'
 TH0584'AZIMUTH MARK IS ABOUT 0.5 MILE SW OF THE STATION NEAR AN OLD
 TH0584'HOUSE.  IT IS 4.8 FEET NE OF THE NE CORNER OF THE HOUSE AND
 TH0584'4.5 FEET E OF A STANDARD WITNESS POST.  THE DISK IS STAMPED
 TH0584'BULL 1945 AND PROJECTS ABOUT 4 INCHES.
 TH0584'
 TH0584'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WILLISTON, GO
 TH0584'W ON U.S. HIGHWAY 2 FOR 14.9 MILES TO A T-ROAD RIGHT, TURN RIGHT
 TH0584'AND GO 11.8 MILES TO A CROSS ROAD, TURN RIGHT AND GO 3.25 MILES
 TH0584'TO THE END OF THE ROAD AND A DIM ROAD RIGHT LEADING INTO THE
 TH0584'VALLEY, TURN RIGHT ON DIM ROAD AND GO 0.4 MILE TO A FORK, KEEP
 TH0584'RIGHT AND FOLLOW DIM ROAD TO ANOTHER FORK AND A N-S FENCE LINE,
 TH0584'TURN RIGHT AND FOLLOW FENCE LINE N FOR 0.6 MILE TO AN OLD HOUSE
 TH0584'ON THE LEFT AND THE AZIMUTH MARK.  STATION IS ABOUT 0.5 MILE
 TH0584'NE OF THE OLD HOUSE ON THE HIGHEST POINT OF THE HILL.
 TH0584'
 TH0584'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0464 ***********************************************************************
 RS0464  DESIGNATION -  BULLION
 RS0464  PID         -  RS0464
 RS0464  STATE/COUNTY-  ND/BILLINGS
 RS0464  USGS QUAD   -  BULLION BUTTE (1979)
 RS0464
 RS0464                         *CURRENT SURVEY CONTROL
 RS0464  ___________________________________________________________________
 RS0464* NAD 83(1996)-  46 41 20.24742(N)    103 36 12.95684(W)     ADJUSTED  
 RS0464* NAVD 88     -      1027.     (meters)    3369.     (feet)  SCALED    
 RS0464  ___________________________________________________________________
 RS0464  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 RS0464  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 RS0464
 RS0464  HORZ ORDER  -  FIRST
 RS0464
 RS0464.The horizontal coordinates were established by classical geodetic methods
 RS0464.and adjusted by the National Geodetic Survey in January 1998..
 RS0464
 RS0464.The orthometric height was scaled from a topographic map.
 RS0464
 RS0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0464
 RS0464.The geoid height was determined by GEOID03.
 RS0464
 RS0464;                    North         East     Units Scale Factor Converg.
 RS0464;SPC ND S     -   118,323.263   362,662.530   MT  0.99993907   -2 15 49.4
 RS0464;SPC ND S     -   388,199.68  1,189,837.70   iFT  0.99993907   -2 15 49.4
 RS0464;UTM  13      - 5,171,546.912   606,776.094   MT  0.99974013   +1 00 58.2
 RS0464
 RS0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0464!SPC ND S     -   0.99984166  x   0.99993907  =   0.99978074
 RS0464!UTM  13      -   0.99984166  x   0.99974013  =   0.99958183
 RS0464
 RS0464|---------------------------------------------------------------------|
 RS0464| PID    Reference Object                     Distance      Geod. Az  |
 RS0464|                                                           dddmmss.s |
 RS0464| CQ7206 BULLION RM 2                         18.855 METERS 05246     |
 RS0464| RS0465 ALPHA                               APPROX.22.7 KM 2554531.0 |
 RS0464| CQ7205 BULLION RM 1                         16.338 METERS 31747     |
 RS0464|---------------------------------------------------------------------|
 RS0464
 RS0464                          SUPERSEDED SURVEY CONTROL
 RS0464
 RS0464  NAD 83(1996)-  46 41 20.24192(N)    103 36 12.95337(W) AD(       ) 1
 RS0464  NAD 83(1986)-  46 41 20.24211(N)    103 36 12.95326(W) AD(       ) 1
 RS0464  NAD 27      -  46 41 20.19500(N)    103 36 11.26300(W) AD(       ) 1
 RS0464
 RS0464.Superseded values are not recommended for survey control.
 RS0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0464.See file dsdata.txt to determine how the superseded data were derived.
 RS0464
 RS0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM0677671547(NAD 83)
 RS0464_MARKER: DS = TRIANGULATION STATION DISK
 RS0464_SETTING: 66 = SET IN ROCK OUTCROP
 RS0464
 RS0464  HISTORY     - Date     Condition        Report By
 RS0464  HISTORY     - 1934     MONUMENTED       CGS
 RS0464  HISTORY     - 1951     GOOD             CGS
 RS0464  HISTORY     - 1974     GOOD             USGS
 RS0464
 RS0464                          STATION DESCRIPTION
 RS0464
 RS0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0464'STATION IS ON THE NORTH END OF BULLION BUTTE, A HIGH, LONE
 RS0464'BUTTE LYING IN THE BEND OF THE LITTLE MISSOURI RIVER, ABOUT
 RS0464'3 MILES LONG AND 1 MILE WIDE AT ITS CENTER.  IT IS ABOUT
 RS0464'20 MILES EAST-SOUTHEAST OF GOLVA, AND IS THE HIGHEST BUTTE IN
 RS0464'THE VICINITY.
 RS0464'
 RS0464'TO REACH FROM POST OFFICE AT GOLVA, GO SOUTH 0.1 MILE, TURN
 RS0464'LEFT AND GO 16.3 MILES (GO STRAIGHT AT ALL CROSSROADS), TAKE
 RS0464'RIGHT FORK, PASSING THROUGH A GATE AND GO 0.6 MILE, TURN
 RS0464'RIGHT THROUGH GATE AT A PECULIAR CATTLE GUARD, GO 0.2 MILE
 RS0464'AND TAKE LEFT FORK, GO 0.3 MILE TO THE FALLIS RANCH.  PASS
 RS0464'TO LEFT OF THE HOUSE AND GO THROUGH GATE, TURN LEFT AFTER
 RS0464'PASSING THROUGH THE GATE AND FOLLOW A DIM ROAD 0.6 MILE TO
 RS0464'END OF TRUCK TRAVEL.  HIKE UP STEEP SLOPE TO THE TOP OF THE
 RS0464'BUTTE AND THE STATION.
 RS0464'
 RS0464'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RS0464'AS DESCRIBED.
 RS0464
 RS0464                          STATION RECOVERY (1951)
 RS0464
 RS0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0464'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 RS0464'DESCRIBED, BUT REFERENCE MARK NO. 1 COULD NOT BE LOCATED.
 RS0464'THE MARKS WERE FOUND IN GOOD CONDITION.
 RS0464'
 RS0464'THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY BUT WAS
 RS0464'VISITED BY A LIGHTKEEPER.
 RS0464'
 RS0464'SINCE THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE AT THE TIME
 RS0464'THE STATION WAS VISITED, A NEW TO REACH FOLLOWS--
 RS0464'
 RS0464'TO REACH THE STATION FROM THE DEPOT IN MEDORA, GO WEST ON
 RS0464'U.S. HIGHWAY 10 FOR 0.3 MILE TO A GRAVELED ROAD LEFT JUST
 RS0464'AFTER CROSSING THE LITTLE MISSOURI RIVER BRIDGE.  TURN LEFT
 RS0464'ON GRAVELED ROAD AND GO 0.15 MILE TO A FORK.  BEAR RIGHT AND
 RS0464'GO WEST AND SOUTHWEST FOR 8.4 MILES TO A FORK.  BEAR LEFT AND GO
 RS0464'5.1 MILES TO A FORK.  BEAR RIGHT AND GO 2.0 MILES TO A FORK THAT IS
 RS0464'APPROXIMATELY 0.3 MILE SOUTH OF A RANCH HOUSE ON THE LEFT.
 RS0464'BEAR LEFT AND GO 9.1 MILES TO A REVERSE FORK.  TURN SHARP
 RS0464'LEFT AND GO 0.4 MILE TO A FORK.  BEAR RIGHT AND GO 0.8 MILE
 RS0464'TO A WHITE RANCH HOUSE.  CONTINUE ON A BLADED ROAD, GOING
 RS0464'BETWEEN A BARN AND THE STOCK PENS AND PASSING THROUGH THREE
 RS0464'GATES, FOR 0.8 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 RS0464'CONTINUE ON THE BLADED ROAD FOR 0.6 MILE TO A WELL AND WATER
 RS0464'TROUGH AT THE STOCK PENS.  CONTINUE 0.1 MILE TO A GATE.
 RS0464'CONTINUE SOUTHEAST ON THE BLADED ROAD FOR 0.7 MILE TO THREE TREES
 RS0464'ON THE RIGHT.  TURN LEFT AND GO 0.3 MILE ON A DIM TRACK ROAD
 RS0464'TO A FORK.  BEAR LEFT AND GO 2.2 MILES TO A DIM FORK AND
 RS0464'TWO POSTS ON THE LEFT.  PASS BETWEEN THE POSTS AND GO 0.4
 RS0464'MILE TO A BARN AND A ROCK HOUSE IN THE TREES.  TURN SHARP
 RS0464'RIGHT AND GO 0.2 MILE UP THE HILL TO THE END OF TRUCK
 RS0464'TRAVEL.  PACK NORTHWEST UP THE DRAW FOR 0.25 MILE TO THE TOP
 RS0464'OF THE BUTTE.  CONTINUE PACKING NORTHWEST ACROSS THE FLAT
 RS0464'GRASSCOVERED BUTTE FOR 0.5 MILE TO A WIRE FENCE.  CROSS THE
 RS0464'FENCE AND CONTINUE NORTHWEST FOR 0.2 MILE TO THE STATION.
 RS0464'
 RS0464'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 RS0464'IN OUTCROPPING BEDROCK.  IT IS STAMPED BULLION 1934.
 RS0464'
 RS0464'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 RS0464'HOLE IN A BOULDER PROJECTING 6 INCHES.  IT IS STAMPED BULLION
 RS0464'NO 2 1934.
 RS0464
 RS0464                          STATION RECOVERY (1974)
 RS0464
 RS0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SDC)
 RS0464'TO REACH THE STATION FROM THE POST OFFICE IN GOLVA, N. DAK. GO
 RS0464'WEST 0.1 MILE TO STATE HWY. 16 THENCE LEFT OF HWY FOR 0.3
 RS0464'MI. TURN LEFT OFF HWY. AND FOLLOW MAIN RD. EAST FOR 17.0 MI.
 RS0464'TO RD FORK.  TAKE LEFT FORK (E.) FOR 0.5 MI. TO RD. FORK
 RS0464'TAKE LEFT FORK (E.) FOR 0.85 MI. TO RD. FORK TAKE RIGHT FORK,
 RS0464'FOLLOW MAIN TRAIL FOR 8.0 MI. TO ROAD FORK, TAKE RIGHT FORK
 RS0464'(N.W.) FOR 1.6 MI. TO TRAIL FORK.  TAKE DIM TRAIL LEFT (N.)
 RS0464'FOR 0.5 MI. TO RD. FORK TAKE LEFT FORK UP DRAW TO WEST TO TOP
 RS0464'OF BUTTE.  GO NORTH ALONG TRAIL FOR 0.5 MI.  LEAVE TRAIL AND
 RS0464'GO N. 0.6 MI. TO NORTH END OF BUTTE AND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0839 ***********************************************************************
 SO0839  DESIGNATION -  BUMMER
 SO0839  PID         -  SO0839
 SO0839  STATE/COUNTY-  ND/MCKENZIE
 SO0839  USGS QUAD   -  ICE BOX CANYON (1974)
 SO0839
 SO0839                         *CURRENT SURVEY CONTROL
 SO0839  ___________________________________________________________________
 SO0839* NAD 83(1996)-  47 29 52.94750(N)    103 31 03.48868(W)     ADJUSTED  
 SO0839* NAVD 88     -       794.2    (meters)    2606.     (feet)  VERTCON   
 SO0839  ___________________________________________________________________
 SO0839  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 SO0839  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 SO0839
 SO0839  HORZ ORDER  -  THIRD
 SO0839
 SO0839.The horizontal coordinates were established by classical geodetic methods
 SO0839.and adjusted by the National Geodetic Survey in January 1998..
 SO0839
 SO0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0839
 SO0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0839
 SO0839.The geoid height was determined by GEOID03.
 SO0839
 SO0839;                    North         East     Units Scale Factor Converg.
 SO0839;SPC ND N     -    59,827.363   372,693.051   MT  0.99998791   -2 14 43.9
 SO0839;SPC ND N     -   196,284.00  1,222,746.23   iFT  0.99998791   -2 14 43.9
 SO0839;UTM  13      - 5,261,576.906   611,645.021   MT  0.99975318   +1 05 34.8
 SO0839
 SO0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0839!SPC ND N     -   0.99987822  x   0.99998791  =   0.99986613
 SO0839!UTM  13      -   0.99987822  x   0.99975318  =   0.99963143
 SO0839
 SO0839:                Primary Azimuth Mark                     Grid Az
 SO0839:SPC ND N     -  STEELE                                   080 52 56.7
 SO0839:UTM  13      -  STEELE                                   077 32 38.0
 SO0839
 SO0839|---------------------------------------------------------------------|
 SO0839| PID    Reference Object                     Distance      Geod. Az  |
 SO0839|                                                           dddmmss.s |
 SO0839| SO0800 STEELE                              APPROX.10.3 KM 0783812.8 |
 SO0839|---------------------------------------------------------------------|
 SO0839
 SO0839                          SUPERSEDED SURVEY CONTROL
 SO0839
 SO0839  NAD 83(1986)-  47 29 52.94450(N)    103 31 03.48115(W) AD(       ) 3
 SO0839  NAD 27      -  47 29 52.88845(N)    103 31 01.77619(W) AD(       ) 3
 SO0839  NGVD 29 (07/19/86)  793.7    (m)         2604.     (f) VERT ANG       
 SO0839
 SO0839.Superseded values are not recommended for survey control.
 SO0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0839.See file dsdata.txt to determine how the superseded data were derived.
 SO0839
 SO0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1164561577(NAD 83)
 SO0839_MARKER: DD = SURVEY DISK
 SO0839_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0839_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0839
 SO0839  HISTORY     - Date     Condition        Report By
 SO0839  HISTORY     - 1957     MONUMENTED       USGS
 SO0839
 SO0839                          STATION DESCRIPTION
 SO0839
 SO0839'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0839'STATION IS LOCATED 6.75 MI N. AND ABOUT 12.75 MI W. OF GRASSY BUTTE,
 SO0839'MCKENZIE COUNTY, NORTH DAKOTA.  IN THE NW. 1/4 SEC. 2, T. 146 N., R.
 SO0839'101 W.  ABOUT 1400 FT NW. OF RD. AT A TRAIL FORKS NW.  104 FT SE. OF
 SO0839'A TRAIL FORKS, 61 FT E. OF A DIM TRAIL FORKS, 90 FT N. OF A SAND PIT.
 SO0839'A STANDARD TABLET STAMPED---BUMMER 1957---AND WELDED IN TOP OF A 3 IN.
 SO0839'IRON PIPE PROJECTING 1.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0040 ***********************************************************************
 RR0040  DESIGNATION -  BUREAU OF RECLAMATION
 RR0040  PID         -  RR0040
 RR0040  STATE/COUNTY-  ND/EMMONS
 RR0040  USGS QUAD   -  GRASSNA NE (1971)
 RR0040
 RR0040                         *CURRENT SURVEY CONTROL
 RR0040  ___________________________________________________________________
 RR0040* NAD 83(1986)-  46 12 12.     (N)    100 20 07.     (W)     SCALED    
 RR0040* NAVD 88     -       533.845  (meters)    1751.46   (feet)  ADJUSTED  
 RR0040  ___________________________________________________________________
 RR0040  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RR0040  DYNAMIC HT  -         533.825 (meters)    1751.39  (feet)  COMP
 RR0040  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 RR0040
 RR0040  VERT ORDER  -  FIRST     CLASS II
 RR0040
 RR0040.The horizontal coordinates were scaled from a topographic map and have
 RR0040.an estimated accuracy of +/- 6 seconds.
 RR0040
 RR0040.The orthometric height was determined by differential leveling
 RR0040.and adjusted by the National Geodetic Survey in June 1991..
 RR0040
 RR0040.The geoid height was determined by GEOID03.
 RR0040
 RR0040.The dynamic height is computed by dividing the NAVD 88
 RR0040.geopotential number by the normal gravity value computed on the
 RR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0040.degrees latitude (g = 980.6199 gals.).
 RR0040
 RR0040.The modeled gravity was interpolated from observed gravity values.
 RR0040
 RR0040;                    North         East    Units  Estimated Accuracy
 RR0040;SPC ND S     -    59,670.      612,710.      MT  (+/- 180 meters Scaled)
 RR0040
 RR0040                          SUPERSEDED SURVEY CONTROL
 RR0040
 RR0040  NGVD 29 (??/??/92)  533.446  (m)         1750.15   (f) ADJ UNCH    1 2
 RR0040
 RR0040.Superseded values are not recommended for survey control.
 RR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0040.See file dsdata.txt to determine how the superseded data were derived.
 RR0040
 RR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS969175(NAD 83)
 RR0040_MARKER: DD = SURVEY DISK
 RR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0040+STABILITY: SURFACE MOTION
 RR0040
 RR0040  HISTORY     - Date     Condition        Report By
 RR0040  HISTORY     - UNK      MONUMENTED       BOR
 RR0040  HISTORY     - 1949     GOOD             NGS
 RR0040  HISTORY     - 1970     MARK NOT FOUND   USGS
 RR0040
 RR0040                          STATION DESCRIPTION
 RR0040
 RR0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0040'10.6 MI SW FROM LINTON.
 RR0040'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0040'LINTON, THENCE 6.1 MILES WEST ALONG A GRADED DIRT ROAD, AT A ROAD
 RR0040'INTERSECTION, 39 FEET SOUTH OF THE CENTER LINE OF THE MAIN DIRT ROAD,
 RR0040'30 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 1.0 FOOT
 RR0040'NORTH OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST, AND SET IN THE
 RR0040'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE--
 RR0040'IT IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 RR0040
 RR0040                          STATION RECOVERY (1970)
 RR0040
 RR0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RR0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1221 ***********************************************************************
 SM1221  DESIGNATION -  BURGARD
 SM1221  PID         -  SM1221
 SM1221  STATE/COUNTY-  ND/PIERCE
 SM1221  USGS QUAD   -  SELZ NW (1986)
 SM1221
 SM1221                         *CURRENT SURVEY CONTROL
 SM1221  ___________________________________________________________________
 SM1221* NAD 83(1996)-  47 56 34.88748(N)    099 54 55.85920(W)     ADJUSTED  
 SM1221* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 SM1221  ___________________________________________________________________
 SM1221  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 SM1221  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 SM1221
 SM1221  HORZ ORDER  -  FIRST
 SM1221
 SM1221.The horizontal coordinates were established by classical geodetic methods
 SM1221.and adjusted by the National Geodetic Survey in January 1998..
 SM1221
 SM1221.The orthometric height was scaled from a topographic map.
 SM1221
 SM1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1221
 SM1221.The geoid height was determined by GEOID03.
 SM1221
 SM1221;                    North         East     Units Scale Factor Converg.
 SM1221;SPC ND N     -   105,011.595   643,662.209   MT  0.99993889   +0 26 05.8
 SM1221;SPC ND N     -   344,526.23  2,111,752.65   iFT  0.99993889   +0 26 05.8
 SM1221;UTM  14      - 5,310,373.217   431,631.722   MT  0.99965743   -0 40 47.2
 SM1221
 SM1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1221!SPC ND N     -   0.99992319  x   0.99993889  =   0.99986208
 SM1221!UTM  14      -   0.99992319  x   0.99965743  =   0.99958065
 SM1221
 SM1221:                Primary Azimuth Mark                     Grid Az
 SM1221:SPC ND N     -  ESMOND EVAN LUTH CH STEEPLE              047 13 24.6
 SM1221:UTM  14      -  ESMOND EVAN LUTH CH STEEPLE              048 20 17.6
 SM1221
 SM1221|---------------------------------------------------------------------|
 SM1221| PID    Reference Object                     Distance      Geod. Az  |
 SM1221|                                                           dddmmss.s |
 SM1221| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX.15.5 KM 0473930.4 |
 SM1221| SM1217 HARVEY MUNICIPAL TANK               APPROX.19.3 KM 1832117.2 |
 SM1221| CO5294 BURGARD RM 1                         28.813 METERS 19432     |
 SM1221| CO5293 BURGARD AZ MK                                      2081323.0 |
 SM1221| CO5295 BURGARD RM 2                         28.785 METERS 30346     |
 SM1221|---------------------------------------------------------------------|
 SM1221
 SM1221                          SUPERSEDED SURVEY CONTROL
 SM1221
 SM1221  NAD 83(1986)-  47 56 34.89103(N)    099 54 55.86039(W) AD(       ) 1
 SM1221  NAD 27      -  47 56 34.87880(N)    099 54 54.40380(W) AD(       ) 1
 SM1221
 SM1221.Superseded values are not recommended for survey control.
 SM1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1221.See file dsdata.txt to determine how the superseded data were derived.
 SM1221
 SM1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU3163210373(NAD 83)
 SM1221_MARKER: DS = TRIANGULATION STATION DISK
 SM1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1221
 SM1221  HISTORY     - Date     Condition        Report By
 SM1221  HISTORY     - 1962     MONUMENTED       CGS
 SM1221  HISTORY     - 1969     GOOD             USAF
 SM1221
 SM1221                          STATION DESCRIPTION
 SM1221
 SM1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1221'THE STATION IS LOCATED 11-1/2 MILES NORTH AND 1/4 MILE EAST OF
 SM1221'THE TOWN OF HARVEY, IN THE NE 1/4 OF SEC. 32, T152N, R72W,
 SM1221'ON THE TOP OF A SMALL KNOLL.
 SM1221'
 SM1221'TO REACH FROM THE POST OFFICE IN HARVEY, GO NORTH ONE BLOCK ON
 SM1221'LINCOLN ST. AND TURN LEFT, WEST, ON 7TH ST. AND GO 0.3 MILE
 SM1221'TO A CROSS ROAD AND STATE HIGHWAY 3.  TURN RIGHT, NORTH, AND
 SM1221'FOLLOW STATE HIGHWAY 3 FOR 12.2 MILES TO A CROSSROAD.  TURN
 SM1221'RIGHT, EAST, ON GRAVELED ROAD FOR 1 MILE TO A CROSSROAD.  TURN
 SM1221'RIGHT, SOUTH, ON GRAVELED ROAD FOR 0.5 MILE TO A T ROAD TO THE
 SM1221'LEFT.  (CONTINUE AHEAD, SOUTH, FOR 0.25 MILE TO AZIMUTH MARK
 SM1221'ON THE LEFT, EAST, SIDE OF THE ROAD.) TURN LEFT, EAST, AND GO
 SM1221'FOR 0.25 MILE, THENCE TURN LEFT, NORTH, ACROSS COUNTRY FOR
 SM1221'0.05 MILE TO FENCE LINE.  CONTINUE NORTHWEST ACROSS COUNTRY
 SM1221'FOR 0.05 MILE TO THE TOP OF A SMALL KNOLL AND THE STATION.
 SM1221'
 SM1221'THE STATION MARK IS A STANDARD DISK, STAMPED BURGARD 1962, AND
 SM1221'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 SM1221'FLUSH WITH THE GROUND AND IS 2.3 FEET SOUTH OF WITNESS POST.
 SM1221'
 SM1221'REFERENCE MARK NO. 1, STAMPED BURGARD NO 1 1962, IS A STANDARD
 SM1221'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1221'IS FLUSH WITH THE GROUND AND 96 FEET SOUTH OF WITNESS POST.
 SM1221'
 SM1221'REFERENCE MARK NO. 2, STAMPED BURGARD NO 2 1962, IS A STANDARD
 SM1221'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1221'IS FLUSH WITH THE GROUND AND 93.9 FEET NORTHWEST OF WITNESS POST.
 SM1221'
 SM1221'AZIMUTH MARK, STAMPED BURGARD 1962, IS A STANDARD DISK SET IN
 SM1221'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 SM1221'INCHES.  IT IS 1.9 FOOT SOUTH OF WITNESS POST, 35 FEET EAST OF
 SM1221'CENTER OF ROAD, AND 1 FOOT NORTH OF POWER POLE.
 SM1221'
 SM1221'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 154.1 FEET OR 46.970 METERS.
 SM1221
 SM1221                          STATION RECOVERY (1969)
 SM1221
 SM1221'RECOVERY NOTE BY US AIR FORCE 1969
 SM1221'STATION, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED
 SM1221'IN GOOD CONDITION AS DESCRIBED.  A BRIEF SEARCH WAS MADE FOR
 SM1221'REFERENCE MARK 1, BUT IT WAS NOT FOUND.
 SM1221'
 SM1221'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 SM1221'
 SM1221'TO REACH THE STATION FROM THE POST OFFICE IN HARVEY, NORTH DAKOTA,
 SM1221'GO NORTH ONE BLOCK ON LINCOLN ST. AND TURN LEFT, WEST, ON 7TH
 SM1221'ST. AND GO 0.3 MILE TO A CROSS ROAD AND STATE HIGHWAY 3.  TURN
 SM1221'RIGHT, NORTH, AND FOLLOW STATE HIGHWAY 3 FOR 12.2 MILES TO A
 SM1221'CROSSROAD.  TURN RIGHT, EAST, ON GRAVELED ROAD FOR 1 MILE TO A
 SM1221'CROSSROAD.  TURN RIGHT, SOUTH, ON GRAVELED ROAD FOR 0.5 MILE TO
 SM1221'A T ROAD TO THE LEFT.  TURN LEFT, EAST, ON GRAVELED ROAD
 SM1221'LEADING TO FARMHOUSE FOR 0.2 MILE.  STATION IS 500 FEET ON
 SM1221'LEFT, NORTH, AT THE TOP OF A SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1793 ***********************************************************************
 TG1793  DESIGNATION -  BURKE
 TG1793  PID         -  TG1793
 TG1793  STATE/COUNTY-  ND/MOUNTRAIL
 TG1793  USGS QUAD   -  STANLEY SE (1981)
 TG1793
 TG1793                         *CURRENT SURVEY CONTROL
 TG1793  ___________________________________________________________________
 TG1793* NAD 83(1996)-  48 15 22.36054(N)    102 15 53.60118(W)     ADJUSTED  
 TG1793* NAVD 88     -       712.     (meters)    2336.     (feet)  SCALED    
 TG1793  ___________________________________________________________________
 TG1793  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 TG1793  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1793
 TG1793  HORZ ORDER  -  FIRST
 TG1793
 TG1793.The horizontal coordinates were established by classical geodetic methods
 TG1793.and adjusted by the National Geodetic Survey in January 1998..
 TG1793
 TG1793.The orthometric height was scaled from a topographic map.
 TG1793
 TG1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1793
 TG1793.The geoid height was determined by GEOID03.
 TG1793
 TG1793;                    North         East     Units Scale Factor Converg.
 TG1793;SPC ND N     -   141,169.458   468,967.269   MT  0.99994031   -1 18 47.9
 TG1793;SPC ND N     -   463,154.39  1,538,606.53   iFT  0.99994031   -1 18 47.9
 TG1793;UTM  13      - 5,348,394.291   703,006.019   MT  1.00010639   +2 02 29.2
 TG1793
 TG1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1793!SPC ND N     -   0.99989123  x   0.99994031  =   0.99983154
 TG1793!UTM  13      -   0.99989123  x   1.00010639  =   0.99999760
 TG1793
 TG1793:                Primary Azimuth Mark                     Grid Az
 TG1793:SPC ND N     -  PALERMO FIRST LUTH CH STEEPLE            017 42 38.4
 TG1793:UTM  13      -  PALERMO FIRST LUTH CH STEEPLE            014 21 21.3
 TG1793
 TG1793|---------------------------------------------------------------------|
 TG1793| PID    Reference Object                     Distance      Geod. Az  |
 TG1793|                                                           dddmmss.s |
 TG1793| TG1773 PALERMO FIRST LUTH CH STEEPLE       APPROX. 9.9 KM 0162350.5 |
 TG1793| CQ7208 BURKE RM 1                          167.908 METERS 17219     |
 TG1793| CQ7209 BURKE RM 2                          167.591 METERS 18745     |
 TG1793| CQ7210 BURKE RM 3                          262.926 METERS 23115     |
 TG1793| TG1781 KNIFE RIVER LUTH CH STEEPLE         APPROX. 7.9 KM 2360214.9 |
 TG1793| CQ7207 BURKE AZ MK                                        2635201.9 |
 TG1793| TG1798 STANLEY MUNICIPAL TANK              APPROX.11.9 KM 3071022.9 |
 TG1793|---------------------------------------------------------------------|
 TG1793
 TG1793                          SUPERSEDED SURVEY CONTROL
 TG1793
 TG1793  NAD 83(1986)-  48 15 22.36072(N)    102 15 53.59669(W) AD(       ) 1
 TG1793  NAD 27      -  48 15 22.30140(N)    102 15 51.98860(W) AD(       ) 1
 TG1793
 TG1793.Superseded values are not recommended for survey control.
 TG1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1793.See file dsdata.txt to determine how the superseded data were derived.
 TG1793
 TG1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0300648394(NAD 83)
 TG1793_MARKER: DS = TRIANGULATION STATION DISK
 TG1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1793
 TG1793  HISTORY     - Date     Condition        Report By
 TG1793  HISTORY     - 1946     MONUMENTED       CGS
 TG1793  HISTORY     - 1962     GOOD             CGS
 TG1793  HISTORY     - 1963     GOOD             CGS
 TG1793
 TG1793                          STATION DESCRIPTION
 TG1793
 TG1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1793'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT, ROUND
 TG1793'HILL WHICH IS UNDER CULTIVATION.  IT LIES ON THE DIVIDE ON THE
 TG1793'WEST SIDE OF SHELL CREEK ABOUT 8 MILES SOUTHEAST OF STANLEY,
 TG1793'ABOUT 6 MILES SOUTH-SOUTHWEST OF PALERMO AND ABOUT 300 YARDS
 TG1793'NORTHEAST OF CROSSROADS.  THE MARK IS 8 INCHES BELOW THE SURFACE
 TG1793'OF THE GROUND AND THE DISK IS STAMPED BURKE 1946.
 TG1793'
 TG1793'REFERENCE MARK NO. 1 IS 551.22 FEET SOUTH-SOUTHEAST OF THE
 TG1793'STATION, 22 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD AND 1
 TG1793'FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 TG1793'IS STAMPED BURKE NO 1 1946.
 TG1793'
 TG1793'REFERENCE MARK NO. 2 IS 550.17 FEET SOUTH-SOUTHWEST OF THE
 TG1793'STATION, 22 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD AND 1
 TG1793'FOOT NORTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 TG1793'STAMPED BURKE NO 2 1946.
 TG1793'
 TG1793'REFERENCE MARK NO. 3 IS 863.20 FEET SOUTHWEST OF THE STATION, 44
 TG1793'FEET EAST-SOUTHEAST OF CROSSROADS, 22 FEET SOUTH OF THE CENTERLINE
 TG1793'OF TRACK ROAD, 5 FEET EAST OF FENCE CORNER AND 2 FEET NORTH OF
 TG1793'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BURKE
 TG1793'NO 3 1946.
 TG1793'
 TG1793'THE AZIMUTH MARK IS 1.0 MILE WEST-SOUTHWEST OF THE STATION, 27
 TG1793'FEET SOUTH OF THE CENTERLINE OF ROAD, 2 FEET EAST OF TELEPHONE
 TG1793'POLE, 2 FEET NORTH OF FENCE AND ABOUT 100 YARDS NORTHEAST OF
 TG1793'WINDMILL IN FARMYARD.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 TG1793'STAMPED BURKE 1946.
 TG1793'
 TG1793'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 TG1793'8 IN STANLEY, GO EAST AND SOUTH ON STATE HIGHWAY 8 FOR 3.8 MILES
 TG1793'TO CROSSROADS.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 4.0
 TG1793'MILES.  TURN RIGHT AND GO SOUTH 1.0 MILE.  TURN LEFT AND GO
 TG1793'EAST 1.2 MILES TO THE SOUTH BASE OF HILL.  TURN LEFT OFF ROAD
 TG1793'AND DRIVE NORTH UP THROUGH CULTIVATED FIELD 0.1 MILE TO THE TOP
 TG1793'OF THE HILL AND THE STATION.
 TG1793'
 TG1793'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 TG1793'TO ROAD.  TURN RIGHT AND GO WEST ON ROAD 1.0 MILE TO THE AZIMUTH
 TG1793'MARK ON THE LEFT.
 TG1793'
 TG1793'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 45.019 METERS.
 TG1793'(147.70 FEET)
 TG1793'
 TG1793'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TG1793
 TG1793                          STATION RECOVERY (1962)
 TG1793
 TG1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1793'THE STATION IS LOCATED 5-1/2 MILES EAST AND 5-1/2 MILES SOUTH OF
 TG1793'THE TOWN OF STANLEY, IN THE SW 1/4 OF SEC. 9, T155N, R90W, IN
 TG1793'A CULTIVATED FIELD OWNED BY MRS. E.E. SMEDHAMMER.
 TG1793'
 TG1793'TO REACH FROM THE CROSS STREET, JUST WEST OF THE POST OFFICE IN
 TG1793'STANLEY GO SOUTH ON U.S. HIGHWAY 2 AND STATE HIGHWAY 8 FOR 0.4
 TG1793'MILE TO THE JUNCTION.  TURN LEFT AND GO EAST AND SOUTH ON STATE
 TG1793'HIGHWAY 8 FOR 4.5 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 TG1793'ON THE GRAVELED ROAD FOR 4.2 MILES TO THE AZIMUTH MARK ON THE
 TG1793'RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.8 MILE TO A
 TG1793'CROSSROAD AND R.M. 3 ON THE RIGHT.  CONTINUE EAST ON THE
 TG1793'GRAVELED ROAD FOR 0.2 MILE.  TURN LEFT AND GO NORTH IN THE
 TG1793'CULTIVATED FIELD FOR 0.1 MILE TO THE STATION.
 TG1793'
 TG1793'THE STATION MARK IS A STANDARD DISK STAMPED BURKE 1946 AND SET
 TG1793'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 6
 TG1793'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ON A KNOLL IN A
 TG1793'CULTIVATED FIELD AND 524 FEET NORTH OF THE CENTER OF A GRAVELED
 TG1793'ROAD.
 TG1793'
 TG1793'REFERENCE MARK NO. 1, STAMPED BURKE NO 1 1946, IS A STANDARD
 TG1793'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1793'IS FLUSH WITH THE GROUND.  IT IS 87 FEET NORTHEAST OF A HIGHLINE
 TG1793'POLE AND 28 FEET SOUTH OF THE CENTER OF A SECTION LINE ROAD.
 TG1793'
 TG1793'REFERENCE MARK NO. 2, STAMPED BURKE NO 2 1946, IS A STANDARD
 TG1793'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1793'IS FLUSH WITH THE GROUND.  IT IS 66 FEET NORTHWEST OF A HIGHLINE
 TG1793'POLE AND 26 FEET SOUTH OF THE CENTER OF A SECTION LINE ROAD.
 TG1793'
 TG1793'REFERENCE MARK NO. 3, STAMPED BURKE NO 3 1946, IS A STANDARD
 TG1793'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1793'IS FLUSH WITH THE GROUND.  IT IS 30 FEET EAST OF THE CENTER OF
 TG1793'A SECTION LINE ROAD, 30 FEET NORTHWEST OF A HIGHLINE POLE AND
 TG1793'23 FEET SOUTH OF THE CENTER OF A SECTION LINE ROAD.
 TG1793'
 TG1793'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURKE 1946 AND
 TG1793'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TG1793'FLUSH WITH THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF A
 TG1793'GRAVELED ROAD, 21 FEET NORTHWEST OF A HIGHLINE POLE, 8 FEET
 TG1793'NORTH OF A EAST WEST FENCE LINE AND 1.6 FEET SOUTHEAST OF A
 TG1793'WITNESS POST.
 TG1793
 TG1793                          STATION RECOVERY (1963)
 TG1793
 TG1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TG1793'THIS STATION WAS OCCUPIED IN 1962 SO THE HORIZONTAL DISTANCE
 TG1793'AND DIRECTION WAS NOT CHECKED.  THE DESCRIPTION WAS CONSIDERED
 TG1793'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2192 ***********************************************************************
 TF2192  DESIGNATION -  BURL
 TF2192  PID         -  TF2192
 TF2192  STATE/COUNTY-  ND/WARD
 TF2192  USGS QUAD   -  BURLINGTON (1979)
 TF2192
 TF2192                         *CURRENT SURVEY CONTROL
 TF2192  ___________________________________________________________________
 TF2192* NAD 83(1996)-  48 20 53.92261(N)    101 25 32.90347(W)     ADJUSTED  
 TF2192* NAVD 88     -       542.     (meters)    1778.     (feet)  SCALED    
 TF2192  ___________________________________________________________________
 TF2192  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 TF2192  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 TF2192
 TF2192  HORZ ORDER  -  SECOND
 TF2192
 TF2192.The horizontal coordinates were established by classical geodetic methods
 TF2192.and adjusted by the National Geodetic Survey in January 1998..
 TF2192
 TF2192.The orthometric height was scaled from a topographic map.
 TF2192
 TF2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2192
 TF2192.The geoid height was determined by GEOID03.
 TF2192
 TF2192;                    North         East     Units Scale Factor Converg.
 TF2192;SPC ND N     -   150,320.831   531,383.033   MT  0.99994641   -0 41 20.1
 TF2192;SPC ND N     -   493,178.58  1,743,382.65   iFT  0.99994641   -0 41 20.1
 TF2192;UTM  14      - 5,357,858.459   320,273.371   MT  0.99999689   -1 48 47.0
 TF2192
 TF2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2192!SPC ND N     -   0.99991817  x   0.99994641  =   0.99986458
 TF2192!UTM  14      -   0.99991817  x   0.99999689  =   0.99991506
 TF2192
 TF2192|---------------------------------------------------------------------|
 TF2192| PID    Reference Object                     Distance      Geod. Az  |
 TF2192|                                                           dddmmss.s |
 TF2192| CQ7213 BURL RM 1                            49.247 METERS 00155     |
 TF2192| CQ7212 BURL AZ MK RESET                                   0021653.1 |
 TF2192| CQ7215 BURL RM 3                            12.571 METERS 03107     |
 TF2192| TF2202 LONE TREE CONSOL SCHOOL BELFRY      APPROX.17.5 KM 2463910.3 |
 TF2192| CQ7214 BURL RM 2                            36.201 METERS 26324     |
 TF2192| CQ7211 BURL AZ MK                                         3175200.9 |
 TF2192|---------------------------------------------------------------------|
 TF2192
 TF2192                          SUPERSEDED SURVEY CONTROL
 TF2192
 TF2192  NAD 83(1986)-  48 20 53.92183(N)    101 25 32.90110(W) AD(       ) 2
 TF2192  NAD 27      -  48 20 53.87520(N)    101 25 31.32400(W) AD(       ) 2
 TF2192
 TF2192.Superseded values are not recommended for survey control.
 TF2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2192.See file dsdata.txt to determine how the superseded data were derived.
 TF2192
 TF2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2027357858(NAD 83)
 TF2192_MARKER: DS = TRIANGULATION STATION DISK
 TF2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2192
 TF2192  HISTORY     - Date     Condition        Report By
 TF2192  HISTORY     - 1946     MONUMENTED       CGS
 TF2192  HISTORY     - 1961     GOOD             CGS
 TF2192  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TF2192
 TF2192                          STATION DESCRIPTION
 TF2192
 TF2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2192'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF MINOT AND
 TF2192'ABOUT 4 MILES NORTH OF BURLINGTON ALONG THE MAIN DIVIDE EAST
 TF2192'OF THE MOUSE RIVER.  IT IS IN THE SOUTHEAST CORNER OF A SMALL
 TF2192'SCHOOL YARD ALONG THE MAIN GRAVEL ROAD LEADING NORTH FROM
 TF2192'BURLINGTON.  IT IS 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 TF2192'OF THE MAIN PART OF THE SCHOOL BUILDING.  51 FEET WEST OF
 TF2192'THE APPROXIMATE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST
 TF2192'OF A TELEPHONE POLE AND 4.8 FEET WEST OF A WITNESS POST.  THE
 TF2192'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BURL
 TF2192'1946.
 TF2192'
 TF2192'REFERENCE MARK NO. 1 IS 161.56 FEET NORTH OF THE STATION IN
 TF2192'THE NORTHEAST CORNER OF THE SCHOOL YARD AND 46 FEET WEST OF
 TF2192'THE APPROXIMATE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 TF2192'ABOUT 6 INCHES AND THE DISK IS STAMPED BURL NO 1 1946.
 TF2192'
 TF2192'REFERENCE MARK NO. 2 IS 118.75 FEET WEST OF THE STATION, 52
 TF2192'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING
 TF2192'AND 14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD SHED.
 TF2192'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BURL
 TF2192'NO 2 1946.
 TF2192'
 TF2192'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTHWEST OF THE
 TF2192'STATION, ABOUT 200 FEET EAST-SOUTHEAST OF A LARGE WHITE HOUSE,
 TF2192'48 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE ROAD AND
 TF2192'3.2 FEET NORTH-NORTHEAST OF A WITNESS POST IN THE SOUTHEAST
 TF2192'CORNER OF A GARDEN.  THE MARK PROJECTS ABOUT 4 INCHES AND
 TF2192'THE DISK IS STAMPED BURL 1946.
 TF2192'
 TF2192'TO REACH THE STATION FROM BURLINGTON AT THE INTERSECTION OF
 TF2192'MAIN STREET AND U.S. HIGHWAY NO. 52, GO EAST ACROSS THE TRACKS
 TF2192'ON THE GRADED ROAD 0.5 MILE.  THEN TURN LEFT AFTER CROSSING
 TF2192'THE BRIDGE AND FOLLOW THE MAIN GRADED ROAD NORTHWEST FOR 3.2
 TF2192'MILES.  THEN TURN RIGHT AND GO EAST AND THEN NORTH UP THROUGH
 TF2192'THE HILLS AND OVER THE FLATS 2.1 MILE TO THE HIGHEST POINT AND
 TF2192'THE SCHOOL HOUSE AND THE STATION ON THE LEFT AS DESCRIBED.
 TF2192'
 TF2192'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON
 TF2192'THE ROAD 0.5 MILE.  THERE TURN LEFT AND GO WEST 0.5 MILE TO
 TF2192'THE MARK ON THE RIGHT AS DESCRIBED.
 TF2192'
 TF2192'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF2192
 TF2192                          STATION RECOVERY (1961)
 TF2192
 TF2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2192'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 TF2192'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 TF2192'A DIFFERENCE IN THE HORIZONTAL ANGLE TO REFERENCE MARK NO. 2
 TF2192'WAS FOUND, ROADS HAVE CHANGED, WITNESS POSTS WERE ESTABLISHED
 TF2192'AT THE STATION AND AT THE AZIMUTH MARK AND THE SCHOOL HOUSE
 TF2192'HAS BEEN ABANDONED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 TF2192'
 TF2192'THE STATION IS ABOUT 12 MILES NORTHWEST OF MINOT AND ABOUT 4
 TF2192'MILES NORTH OF BURLINGTON IN THE SOUTHEAST CORNER OF AN ABANDONED
 TF2192'SCHOOL YARD.
 TF2192'
 TF2192'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGTON GO
 TF2192'NORTH ON U.S. HIGHWAY 52 FOR 0.05 MILE TO A CROSS STREET,
 TF2192'TURN RIGHT AND GO EAST FOR 0.5 MILE TO A T ROAD INTERSECTION,
 TF2192'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.5 MILE TO A
 TF2192'FORK, KEEP LEFT FORK AND CONTINUE NORTHERLY FOR 2.7 MILES TO A
 TF2192'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEAST AND NORTH FOR
 TF2192'2.1 MILES TO THE STATION AND ABANDONED SCHOOL HOUSE ON THE
 TF2192'LEFT.
 TF2192'
 TF2192'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 TF2192'GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO
 TF2192'WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 TF2192'ON THE RIGHT.
 TF2192'
 TF2192'THE STATION MARK, STAMPED BURL 1946, IS A STANDARD DISK SET IN
 TF2192'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2192'2 INCHES.  IT IS 110 FEET NORTH OF A TELEPHONE POLE, 65 FEET
 TF2192'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 49
 TF2192'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 4.1 FEET
 TF2192'NORTHWEST OF THE WITNESS POST.
 TF2192'
 TF2192'REFERENCE MARK NO. 1, STAMPED BURL NO 1 1946, IS A STANDARD
 TF2192'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2192'PROJECTS 6 INCHES.  IT IS 165 FEET NORTH OF THE WITNESS POST
 TF2192'AND 46 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.
 TF2192'
 TF2192'REFERENCE MARK NO. 2, STAMPED BURL NO 2 1946, IS A STANDARD
 TF2192'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2192'PROJECTS 1 INCH.  IT IS 122 FEET WEST OF THE WITNESS POST AND
 TF2192'52 FEET SOUTHWEST OF THE SCHOOL HOUSE.
 TF2192'
 TF2192'THE AZIMUTH MARK IS 200 FEET SOUTHEAST OF A WHITE HOUSE, 48
 TF2192'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 8 FEET NORTHWEST
 TF2192'OF A TELEPHONE POLE AND 1.0 FOOT WEST OF THE WITNESS POST.  IT
 TF2192'IS A STANDARD DISK STAMPED BURL 1946 SET IN THE TOP OF A 12-INCH
 TF2192'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 TF2192
 TF2192                          STATION RECOVERY (1963)
 TF2192
 TF2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2192'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 TF2192'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 TF2192'DESTROYED, ON LAND OWNERS REQUEST, AFTER IT WAS MEASURED TO
 TF2192'AND OBSERVED UPON.  REFERENCE MARK 3 WAS SET TO REPLACE REFERENCE
 TF2192'MARK 2.  A NEW AZIMUTH MARK WAS SET AS THE ORIGINAL AZIMUTH
 TF2192'MARK WAS DESTROYED, ON LAND OWNERS REQUEST, AFTER IT WAS
 TF2192'OBSERVED UPON.  THE STATION MARKS WERE LOWERED 2 FEET.
 TF2192'
 TF2192'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF MINOT, 9
 TF2192'MILES NORTHEAST OF DES LACS AND 5 MILES NORTH OF BURLINGTON.
 TF2192'
 TF2192'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGTON, DRIVE
 TF2192'NORTH ON U.S. HIGHWAYS 2 AND 52 FOR 0.1 MILE TO A CROSS STREET.
 TF2192'TURN RIGHT AND DRIVE EAST FOR 0.65 MILE ON COUNTY ROUTE 10
 TF2192'TO THE T-ROAD JUNCTION OF COUNTY ROUTE 15.  TURN LEFT AND
 TF2192'DRIVE NORTH ON COUNTY ROUTES 10 AND 15 FOR 0.55 MILE TO A
 TF2192'SIDE ROAD RIGHT, COUNTY ROUTE 10 SEPERATES AND GOES NORTHEAST
 TF2192'HERE, CONTINUE NORTH ON COUNTY ROUTE 15 FOR 2.7 MILES TO A
 TF2192'SIDE ROAD RIGHT.  TURN RIGHT AND DRIVE NORTHEAST AND NORTH
 TF2192'ON A GRAVELED ROAD FOR 2.0 MILES TO THE STATION ON THE WEST
 TF2192'SIDE OF THE ROAD.
 TF2192'
 TF2192'THE STATION IS A STANDARD DISK, STAMPED BURL 1946, SET IN THE
 TF2192'TOP OF A CYLINDRICAL CONCRETE MONUMENT 2 FEET IN DIAMETER WHICH
 TF2192'IS 2 FEET BELOW THE GROUND SURFACE.  IT IS 49 FEET WEST OF
 TF2192'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 9.4 FEET WEST OF
 TF2192'A METAL WITNESS POST WITH A SIGN ATTACHED.
 TF2192'
 TF2192'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURL NO 1 1946,
 TF2192'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2192'IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET WEST OF THE
 TF2192'CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 2.0 FEET EAST OF A
 TF2192'4-INCH SQUARE WOODEN WITNESS POST.
 TF2192'
 TF2192'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BURL NO 3 1946
 TF2192'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12
 TF2192'INCHES IN DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.
 TF2192'IT IS 39.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH
 TF2192'A SIGN ATTACHED AND 29 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 TF2192'GRAVELED ROAD.
 TF2192'
 TF2192'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON THE
 TF2192'GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE EAST
 TF2192'SIDE OF THE ROAD.
 TF2192'
 TF2192'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BURL 1946 RESET
 TF2192'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 TF2192'IS 12 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE
 TF2192'THE GROUND SURFACE.  IT IS 57 FEET NORTH OF A POWER LINE POLE,
 TF2192'39 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD
 TF2192'AND 2.4 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0854 ***********************************************************************
 RR0854  DESIGNATION -  BURLEIGH
 RR0854  PID         -  RR0854
 RR0854  STATE/COUNTY-  ND/BURLEIGH
 RR0854  USGS QUAD   -  SUGARLOAF BUTTE (1976)
 RR0854
 RR0854                         *CURRENT SURVEY CONTROL
 RR0854  ___________________________________________________________________
 RR0854* NAD 83(1996)-  46 41 35.96286(N)    100 43 27.55160(W)     ADJUSTED  
 RR0854* NAVD 88     -       574.     (meters)    1883.     (feet)  SCALED    
 RR0854  ___________________________________________________________________
 RR0854  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 RR0854  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0854
 RR0854  HORZ ORDER  -  SECOND
 RR0854
 RR0854.The horizontal coordinates were established by classical geodetic methods
 RR0854.and adjusted by the National Geodetic Survey in January 1998..
 RR0854
 RR0854.The orthometric height was scaled from a topographic map.
 RR0854
 RR0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0854
 RR0854.The geoid height was determined by GEOID03.
 RR0854
 RR0854;                    North         East     Units Scale Factor Converg.
 RR0854;SPC ND S     -   114,143.892   582,842.824   MT  0.99993888   -0 09 49.0
 RR0854;SPC ND S     -   374,487.83  1,912,213.99   iFT  0.99993888   -0 09 49.0
 RR0854;UTM  14      - 5,172,528.978   368,160.529   MT  0.99981365   -1 15 17.8
 RR0854
 RR0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0854!SPC ND S     -   0.99991333  x   0.99993888  =   0.99985222
 RR0854!UTM  14      -   0.99991333  x   0.99981365  =   0.99972700
 RR0854
 RR0854|---------------------------------------------------------------------|
 RR0854| PID    Reference Object                     Distance      Geod. Az  |
 RR0854|                                                           dddmmss.s |
 RR0854| AJ5287 BURLEIGH RM 1                        19.687 METERS 08951     |
 RR0854| AJ5289 BURLEIGH RM 2                        15.106 METERS 18217     |
 RR0854| AJ5288 BURLEIGH AZ MK                                     2690320.7 |
 RR0854|---------------------------------------------------------------------|
 RR0854
 RR0854                          SUPERSEDED SURVEY CONTROL
 RR0854
 RR0854  NAD 83(1986)-  46 41 35.95530(N)    100 43 27.53552(W) AD(       ) 2
 RR0854  NAD 27      -  46 41 35.97700(N)    100 43 26.08200(W) AD(       ) 2
 RR0854
 RR0854.Superseded values are not recommended for survey control.
 RR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0854.See file dsdata.txt to determine how the superseded data were derived.
 RR0854
 RR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6816172529(NAD 83)
 RR0854_MARKER: DS = TRIANGULATION STATION DISK
 RR0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0854_STAMPING: BURLEIGH 1948
 RR0854_MARK LOGO: CGS   
 RR0854_PROJECTION: FLUSH
 RR0854_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RR0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0854+STABILITY: SURFACE MOTION
 RR0854
 RR0854  HISTORY     - Date     Condition        Report By
 RR0854  HISTORY     - 1948     MONUMENTED       CGS
 RR0854  HISTORY     - 1957     GOOD             CGS
 RR0854  HISTORY     - 1958     GOOD             CGS
 RR0854  HISTORY     - 1960     MARK NOT FOUND   USGS
 RR0854  HISTORY     - 19850710 GOOD             NGS
 RR0854
 RR0854                          STATION DESCRIPTION
 RR0854
 RR0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0854'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 8 MILES
 RR0854'SOUTH-SOUTHEAST OF BISMARCK, ABOUT 1 MILE WEST OF THE MISSOURI
 RR0854'RIVER, 27 FEET NORTH OF APPROXIMATE CENTERLINE OF TRACK ROAD,
 RR0854'AND 4 FEET EAST OF WITNESS POST.  THE MARK IS FLUSH WITH THE
 RR0854'GROUND, AND THE DISK IS STAMPED BURLEIGH 1948.
 RR0854'
 RR0854'REFERENCE MARK NO. 1 IS 64.59 FEET EAST OF STATION AND 2 FEET
 RR0854'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES, AND THE
 RR0854'DISK IS STAMPED BURLEIGH NO 1 1948.
 RR0854'
 RR0854'REFERENCE MARK NO. 2 IS 49.56 FEET SOUTH OF STATION AND 1
 RR0854'FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND
 RR0854'THE DISK IS STAMPED BURLEIGH NO 2 1948.
 RR0854'
 RR0854'AZIMUTH MARK IS 0.4 MILE WEST OF STATION, 35 FEET EAST OF
 RR0854'APPROXIMATE CENTERLINE OF GRAVELED ROAD, 17 FEET SOUTH OF
 RR0854'APPROXIMATE CENTERLINE OF TRACK ROAD, AND 3 FEET SOUTHEAST OF
 RR0854'A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 RR0854'IS STAMPED BURLEIGH 1948.
 RR0854'
 RR0854'TO REACH FROM THE POST OFFICE IN BISMARCK, GO SOUTH 1 BLOCK,
 RR0854'TURN LEFT ON U.S. HIGHWAY 10 AND GO 1.2 MILES TO A MACADAM ROAD
 RR0854'RIGHT, TURN RIGHT AND GO 2.7 MILES TO A T-INTERSECTION, TURN
 RR0854'LEFT AND GO 0.5 MILE, TURN RIGHT AND FOLLOW THE MAIN TRAVELED
 RR0854'ROAD FOR 4.7 MILES TO SCHOOLHOUSE ON THE RIGHT, CONTINUE
 RR0854'STRAIGHT AHEAD FOR 1.0 MILE TO CROSSROADS, TURN LEFT, AND
 RR0854'AZIMUTH MARK IS ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.4
 RR0854'MILE TO TOP OF HILL AND STATION SITE ON THE LEFT.
 RR0854'
 RR0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0854
 RR0854                          STATION RECOVERY (1957)
 RR0854
 RR0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0854'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0854'CONDITION.  THE AZIMUTH MARK HAS APPARENTLY BEEN MOVED AS THE
 RR0854'ARROW DOES NOT POINT TOWARD THE STATION.  NO ANGLES WERE
 RR0854'OBSERVED BUT THE PRESENT LOCATION OF THE MARK CHECKS WITH THE
 RR0854'DESCRIPTION.  THE MARK MAY HAVE BEEN REMOVED FOR GRADING THEN
 RR0854'RESET IN ORIGINAL LOCATION.  THE DESCRIPTION TO REACH THE
 RR0854'STATION IS ADEQUATE.
 RR0854
 RR0854                          STATION RECOVERY (1958)
 RR0854
 RR0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RR0854'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 RR0854'FOUND IN GOOD CONDITION.  THE ARROW ON THE AZIMUTH MARK DID
 RR0854'NOT POINT TOWARD THE STATION AND THIS MARK WAS IN A GRADER
 RR0854'DITCH.  SINCE THIS MARK HAD EVIDENTLY BEEN DISTURBED IT WAS
 RR0854'DUG UP AND RESET.
 RR0854'
 RR0854'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, IN
 RR0854'THE SOUTHEAST ANGLE OF CROSSROADS, 45 FEET EAST OF THE CENTERLINE
 RR0854'OF THE NORTH-SOUTH ROAD, 20 FEET SOUTH OF THE EAST-WEST ROAD
 RR0854'AND 2 FEET EAST OF A POWER LINE POLE.  MARK PROJECTS 4 INCHES
 RR0854'AND THE DISK IS STAMPED BURLEIGH 1948 RESET 1958.
 RR0854'
 RR0854'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0854
 RR0854                          STATION RECOVERY (1960)
 RR0854
 RR0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RR0854'STATION WAS NOT FOUND.  MEASUREMENTS INDICATED THE BOTTOM OF
 RR0854'A DITCH AS THE POSSIBLE SITE OF STATION MARK.  PROBABLY
 RR0854'DESTROYED DURING ROAD WORK.
 RR0854
 RR0854                          STATION RECOVERY (1985)
 RR0854
 RR0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RR0854'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 RR0854'AZIMUTH MARK SET IN 1953 WAS NOT RECOVERED AND APPEARS TO HAVE BEEN
 RR0854'DESTROYED.  AZIMUTH MARK 3 WAS ESTABLISHED THIS DATE.  SHORTER
 RR0854'DISTANCES OF 0.032 AND 0.011 METER (0.036 FT) WERE NOTED TO RM 1 AND
 RR0854'RM 2, RESPECTIVELY.  THE DIRECTION TO RM 1 AGREED FAVORABLY WITH THE
 RR0854'OLD DATA, BUT THE DIRECTION TO RM 2 WAS NOTED TO BE 8 MINUTES 5
 RR0854'SECONDS DIFFERENCE.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RR0854' 
 RR0854'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH-SOUTHEAST OF
 RR0854'BISMARK, 2.5 KM (1.55 MI) EAST OF THE MISSOURI RIVER, ALONG THE NORTH
 RR0854'SIDE OF A BLADED ROAD, IN RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 RR0854'ENTRANCE TO THE BISMARK AIRPORT TERMINAL, WHICH IS ON THE SOUTH EDGE
 RR0854'OF BISMARK, GO SOUTH ON HIGHWAY 1804 FOR 6.4 KM (3.95 MI) TO THE
 RR0854'ENTRANCE TO ANNUNCIATION PRIORY AND MARY COLLEGE ON THE RIGHT,
 RR0854'CONTINUE ON HIGHWAY 1804, EAST AND SOUTH, FOR 5.7 KM (3.55 MI) TO A
 RR0854'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.1 KM
 RR0854'(0.05 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.4 KM
 RR0854'(0.25 MI) TO AZIMUTH MARK 3 ON THE LEFT.  CONTINUE WEST FOR 0.6 KM
 RR0854'(0.35 MI) TO THE STATION ON THE RIGHT.
 RR0854' 
 RR0854'THE STATION IS A STANDARD CGS DISK STAMPED--BURLEIGH 1948--. SET
 RR0854'INTO THE TOP OF A SQUARE CONCRETE MONUMENT.  12 INCHES (30 CM) IN
 RR0854'DIAMETER, FLUSH WITH GROUND.  LOCATED ACROSS THE ROAD FROM A BRICK
 RR0854'HOUSE.  LOCATED 6.2 METERS (20.3 FT) NORTH FROM THE CENTER OF A TRACK
 RR0854'ROAD.  4.9 METERS (16.1 FT) NORTHEAST FROM THE CENTER OF A WATER
 RR0854'SYSTEM MANHOLE COVER.  1.35 METER (4.43 FT) SOUTH FROM A FENCE AND 0.3
 RR0854'METER (1.0 FT) WEST FROM A WITNESS POST.
 RR0854' 
 RR0854'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BURLEIGH NO 1
 RR0854'1948--, SET INTO THE TOP OF A SQUARE 12 INCHES (30 CM) IN DIAMETER,
 RR0854'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 15.5 METERS
 RR0854'(50.9 FT) NORTHWEST FROM THE CENTER OF INTERSECTION OF ROAD AND DRIVE.
 RR0854'6.5 METERS (21.3 FT) NORTH FROM THE CENTER OF TRACK ROAD.  1.4 METER
 RR0854'(4.6 FT) SOUTH FROM A FENCE, 0.9 METER (3.0 FT) LOWER THAN THE
 RR0854'STATION.
 RR0854' 
 RR0854'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BURLEIGH 1948 NO
 RR0854'2--, SET INTO THE TOP OF SQUARE CONCRETE MONUMENT. THE MARK IS FLUSH
 RR0854'ON THE NORTH SIDE AND PROJECTS 10 CM (4 INCHES) ON THE SOUTH SIDE.
 RR0854'LOCATED 31.5 METERS (103.3 FT) WEST FROM THE CENTER OF DRIVE LEADING
 RR0854'TO BRICK HOUSE.  13.5 METERS (44.3 FT) SOUTH-SOUTHEAST FRM THE CENTER
 RR0854'OF WATER SYSTEM MANHOLE COVER. 9.0 METERS (29.5 FT) SOUTH FROM THE
 RR0854'CENTER OF TRACK ROAD. 3.5 METERS (11.5 FT) NORTH FROM A SPLIT RAIL
 RR0854'FENCE AND 0.3 METER (1.0 FT) LOWER THAN THE STATION.
 RR0854' 
 RR0854'AZIMUTH MARK NO 3 IS A STANDARD NGS DISK STAMPED--BURLEIGH 1948 NO 3
 RR0854'1948--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 RR0854'(25 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 RR0854'LOCATED 14 METERS (45.9 FT) SOUTH FROM THE CENTER OF A GRAVELED ROAD.
 RR0854'5.4 METERS (17.7 FT) EAST FROM THE CENTER OF A GATE AND APPROACH.
 RR0854'0.8 METER (2.6 FT) NORTHWEST FROM A WOODEN POST AND WITNESS SIGN AND
 RR0854'0.7 METER (2.3 FT) NORTH FROM A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2194 ***********************************************************************
 TF2194  DESIGNATION -  BURLINGTON
 TF2194  PID         -  TF2194
 TF2194  STATE/COUNTY-  ND/WARD
 TF2194  USGS QUAD   -  BURLINGTON (1979)
 TF2194
 TF2194                         *CURRENT SURVEY CONTROL
 TF2194  ___________________________________________________________________
 TF2194* NAD 83(1996)-  48 15 21.41843(N)    101 26 49.51915(W)     ADJUSTED  
 TF2194* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 TF2194  ___________________________________________________________________
 TF2194  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 TF2194  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF2194
 TF2194  HORZ ORDER  -  FIRST
 TF2194
 TF2194.The horizontal coordinates were established by classical geodetic methods
 TF2194.and adjusted by the National Geodetic Survey in January 1998..
 TF2194
 TF2194.The orthometric height was scaled from a topographic map.
 TF2194
 TF2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2194
 TF2194.The geoid height was determined by GEOID03.
 TF2194
 TF2194;                    North         East     Units Scale Factor Converg.
 TF2194;SPC ND N     -   140,071.042   529,679.449   MT  0.99994030   -0 42 17.1
 TF2194;SPC ND N     -   459,550.66  1,737,793.47   iFT  0.99994030   -0 42 17.1
 TF2194;UTM  14      - 5,347,643.431   318,369.146   MT  1.00000536   -1 49 34.8
 TF2194
 TF2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2194!SPC ND N     -   0.99991532  x   0.99994030  =   0.99985562
 TF2194!UTM  14      -   0.99991532  x   1.00000536  =   0.99992067
 TF2194
 TF2194:                Primary Azimuth Mark                     Grid Az
 TF2194:SPC ND N     -  MINOT MILLER MILLING CO TANK             101 23 48.8
 TF2194:UTM  14      -  MINOT MILLER MILLING CO TANK             102 31 06.5
 TF2194
 TF2194|---------------------------------------------------------------------|
 TF2194| PID    Reference Object                     Distance      Geod. Az  |
 TF2194|                                                           dddmmss.s |
 TF2194| TF2153 MINOT MILLER MILLING CO TANK        APPROX.12.1 KM 1004131.7 |
 TF2194| TF2155 MINOT ST LEOS CATH CH SPIRE         APPROX.11.8 KM 1020741.6 |
 TF2194| TF2152 MINOT MUNICIPAL TANK                APPROX.12.3 KM 1052648.2 |
 TF2194| CQ7216 BURLINGTON RM 1                      28.910 METERS 16232     |
 TF2194| TF1835 BURLINGTON AZ MK                                   2585237.9 |
 TF2194| TF2202 LONE TREE CONSOL SCHOOL BELFRY      APPROX.14.9 KM 2825033.8 |
 TF2194| CQ7217 BURLINGTON RM 2                      25.658 METERS 29804     |
 TF2194|---------------------------------------------------------------------|
 TF2194
 TF2194                          SUPERSEDED SURVEY CONTROL
 TF2194
 TF2194  NAD 83(1986)-  48 15 21.41807(N)    101 26 49.51678(W) AD(       ) 1
 TF2194  NAD 27      -  48 15 21.38430(N)    101 26 47.92910(W) AD(       ) 1
 TF2194
 TF2194.Superseded values are not recommended for survey control.
 TF2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2194.See file dsdata.txt to determine how the superseded data were derived.
 TF2194
 TF2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1836947643(NAD 83)
 TF2194_MARKER: DS = TRIANGULATION STATION DISK
 TF2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2194
 TF2194  HISTORY     - Date     Condition        Report By
 TF2194  HISTORY     - 1946     MONUMENTED       CGS
 TF2194  HISTORY     - 1954     GOOD             CGS
 TF2194  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TF2194
 TF2194                          STATION DESCRIPTION
 TF2194
 TF2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2194'THE STATION IS LOCATED ON A LOW MOUND JUST WEST OF AN OLD
 TF2194'GRAVEL PIT ABOUT 7 AND 1/2 MILES WEST-NORTHWEST OF MINOT,
 TF2194'1.0 MILE SOUTH OF BURLINGTON, 0.1 MILE NORTH OF U.S. HIGHWAY
 TF2194'2, 27 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD AND 6 FEET
 TF2194'NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 TF2194'THE DISK IS STAMPED BURLINGTON 1946.
 TF2194'
 TF2194'REFERENCE MARK NO. 1 IS 94.85 FEET SOUTH-SOUTHEAST OF THE
 TF2194'STATION AND 77 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD.
 TF2194'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BURLINGTON
 TF2194'NO 1 1946.
 TF2194'
 TF2194'REFERENCE MARK NO. 2 IS 84.18 FEET WEST-NORTHWEST OF THE
 TF2194'STATION, 26 FEET WEST OF THE CENTERLINE OF GRAVEL ROAD AND
 TF2194'2 FEET EAST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 TF2194'DISK IS STAMPED BURLINGTON NO 2 1946.
 TF2194'
 TF2194'THE AZIMUTH MARK IS 0.4 MILE WEST-SOUTHWEST OF THE STATION,
 TF2194'50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2, 5 FEET EAST
 TF2194'OF FENCE CORNER, 2 FEET EAST OF WITNESS POST AND 1 FOOT SOUTH
 TF2194'OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF2194'BURLINGTON 1946.
 TF2194'
 TF2194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2, 52
 TF2194'AND 83 IN THE WEST PART OF MINOT, GO WEST AND NORTH ON U.S.
 TF2194'HIGHWAYS 2 AND 52 FOR 6.2 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 TF2194'2 AND 52.  TAKE THE LEFT FORK AND GO WEST ON U.S. HIGHWAY 2
 TF2194'FOR 2.0 MILES TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO NORTH
 TF2194'0.1 MILE TO THE STATION ON THE RIGHT.
 TF2194'
 TF2194'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 TF2194'TO THE HIGHWAY.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 2
 TF2194'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF2194'
 TF2194'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TF2194
 TF2194                          STATION RECOVERY (1954)
 TF2194
 TF2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF2194'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN
 TF2194'GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 TF2194
 TF2194                          STATION RECOVERY (1962)
 TF2194
 TF2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2194'THE REFERENCE AND AZIMUTH MARKS WERE RECOVERED AND FOUND IN
 TF2194'GOOD CONDITION.  THE STATION MARK WAS FOUND LYING ALONG THE
 TF2194'SIDE OF THE GRADER DITCH.  THE UNDERGROUND MARK EVIDENTLY IS
 TF2194'DESTROYED DUE TO THE ROAD SURFACE BEING RAISED AND THE GRADER
 TF2194'DITCH HAS BEEN WIDENED AND LOWERED WHERE THE STATION MARK
 TF2194'HAD BEEN LOCATED.  A NEW STATION BURLINGTON 2 1963 WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2193 ***********************************************************************
 TF2193  DESIGNATION -  BURLINGTON 2
 TF2193  PID         -  TF2193
 TF2193  STATE/COUNTY-  ND/WARD
 TF2193  USGS QUAD   -  BURLINGTON (1979)
 TF2193
 TF2193                         *CURRENT SURVEY CONTROL
 TF2193  ___________________________________________________________________
 TF2193* NAD 83(1996)-  48 15 22.27896(N)    101 26 50.78788(W)     ADJUSTED  
 TF2193* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 TF2193  ___________________________________________________________________
 TF2193  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 TF2193  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF2193
 TF2193  HORZ ORDER  -  SECOND
 TF2193
 TF2193.The horizontal coordinates were established by classical geodetic methods
 TF2193.and adjusted by the National Geodetic Survey in January 1998..
 TF2193
 TF2193.The orthometric height was scaled from a topographic map.
 TF2193
 TF2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2193
 TF2193.The geoid height was determined by GEOID03.
 TF2193
 TF2193;                    North         East     Units Scale Factor Converg.
 TF2193;SPC ND N     -   140,097.940   529,653.610   MT  0.99994031   -0 42 18.1
 TF2193;SPC ND N     -   459,638.91  1,737,708.69   iFT  0.99994031   -0 42 18.1
 TF2193;UTM  14      - 5,347,670.831   318,343.837   MT  1.00000547   -1 49 35.8
 TF2193
 TF2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2193!SPC ND N     -   0.99991532  x   0.99994031  =   0.99985563
 TF2193!UTM  14      -   0.99991532  x   1.00000547  =   0.99992078
 TF2193
 TF2193:                Primary Azimuth Mark                     Grid Az
 TF2193:SPC ND N     -  MINOT NORTH MUNICIPAL TANK               086 05 45.1
 TF2193:UTM  14      -  MINOT NORTH MUNICIPAL TANK               087 13 02.8
 TF2193
 TF2193|---------------------------------------------------------------------|
 TF2193| PID    Reference Object                     Distance      Geod. Az  |
 TF2193|                                                           dddmmss.s |
 TF2193| TF2186 MINOT NORTH MUNICIPAL TANK          APPROX. 9.6 KM 0852327.0 |
 TF2193| TF2156 MINOT SOUTH MUNICIPAL TANK          APPROX.11.5 KM 1112513.5 |
 TF2193| TF2157 MINOT MEYER BROADCST MICRO MST      APPROX.10.6 KM 1152032.1 |
 TF2193| CQ7216 BURLINGTON RM 1                      64.325 METERS 14714     |
 TF2193| CQ7217 BURLINGTON RM 2                      14.950 METERS 16620     |
 TF2193| CS9141 BURLINGTON 2 RM 3                    14.544 METERS 18033     |
 TF2193| TF1835 BURLINGTON AZ MK                                   2555829.1 |
 TF2193| CS9142 BURLINGTON 2 RM 4                                  33644     |
 TF2193|---------------------------------------------------------------------|
 TF2193
 TF2193                          SUPERSEDED SURVEY CONTROL
 TF2193
 TF2193  NAD 83(1986)-  48 15 22.27859(N)    101 26 50.78528(W) AD(       ) 2
 TF2193  NAD 27      -  48 15 22.24500(N)    101 26 49.19760(W) AD(       ) 2
 TF2193
 TF2193.Superseded values are not recommended for survey control.
 TF2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2193.See file dsdata.txt to determine how the superseded data were derived.
 TF2193
 TF2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1834447671(NAD 83)
 TF2193_MARKER: DS = TRIANGULATION STATION DISK
 TF2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2193
 TF2193  HISTORY     - Date     Condition        Report By
 TF2193  HISTORY     - 1963     MONUMENTED       CGS
 TF2193
 TF2193                          STATION DESCRIPTION
 TF2193
 TF2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2193'THE STATION IS LOCATED 7-1/4 MILES WEST AND 1-1/2 MILES NORTH
 TF2193'OF MINOT, AND 1-1/2 MILES SOUTH AND 1 MILE WEST OF BURLINGTON
 TF2193'ON THE WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD.
 TF2193'
 TF2193'TO REACH THE STATION FROM THE CROSSROAD AND JUNCTION OF
 TF2193'U.S. HIGHWAYS 2, 52 AND 83 IN THE SOUTH PART OF MINOT, GO
 TF2193'WEST-NORTHWEST ON U.S. HIGHWAYS 2 AND 52 FOR 6.0 MILES TO A
 TF2193'SIDE ROAD LEFT (COUNTY ROAD 10), TURN LEFT AND GO WEST ON
 TF2193'COUNTY ROAD 10 FOR 2.2 MILES TO A SIDE ROAD RIGHT.  (FROM THIS
 TF2193'POINT CONTINUE AHEAD WEST ON COUNTY ROAD 10 FOR 0.4 MILE TO THE
 TF2193'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO NORTH ON A
 TF2193'GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 TF2193'
 TF2193'THE STATION IS A STANDARD DISK STAMPED BURLINGTON 2 1963,
 TF2193'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 TF2193'WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 41 FEET WEST
 TF2193'OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 5 FEET
 TF2193'WEST-NORTHWEST OF A METAL WITNESS POST, AND 4 FEET WEST OF A
 TF2193'POWERLINE POLE.
 TF2193'
 TF2193'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BURLINGTON
 TF2193'NO 1 1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2193'WHICH IS FLUSH WITH THE GROUND.  IT IS 75.5 FEET EAST OF THE
 TF2193'CENTER OF A NORTH-SOUTH GRAVELED ROAD, AND 51.5 FEET SOUTH
 TF2193'OF A TELEPHONE POLE.
 TF2193'
 TF2193'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BURLINGTON
 TF2193'NO 2 1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2193'WHICH IS FLUSH WITH THE GROUND.  IT IS 46.5 FEET SOUTH-SOUTHEAST
 TF2193'OF A METAL WITNESS POST, AND 28 FEET WEST OF THE CENTER OF A
 TF2193'NORTH-SOUTH GRAVELED ROAD.
 TF2193'
 TF2193'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED BURLINGTON
 TF2193'2 NO 3 1963, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 TF2193'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 TF2193'46.5 FEET SOUTH OF A METAL WITNESS POST, AND 41 FEET WEST OF
 TF2193'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.
 TF2193'
 TF2193'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED BURLINGTON 2
 TF2193'NO 4 1963, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 TF2193'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 57 FEET WEST
 TF2193'OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, AND 47 FEET
 TF2193'NORTHWEST OF A METAL WITNESS POST.
 TF2193'
 TF2193'AZIMUTH MARK IS A STANDARD DISK STAMPED BURLINGTON 1946, SET
 TF2193'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2193'FLUSH WITH THE GROUND.  IT IS 47 FEET NORTH OF THE CENTER OF
 TF2193'COUNTY ROAD 10, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1835 ***********************************************************************
 TF1835  DESIGNATION -  BURLINGTON AZ MK
 TF1835  PID         -  TF1835
 TF1835  STATE/COUNTY-  ND/WARD
 TF1835  USGS QUAD   -  BURLINGTON (1979)
 TF1835
 TF1835                         *CURRENT SURVEY CONTROL
 TF1835  ___________________________________________________________________
 TF1835* NAD 83(1986)-  48 15 18.     (N)    101 27 27.     (W)     SCALED    
 TF1835* NAVD 88     -       560.786  (meters)    1839.85   (feet)  ADJUSTED  
 TF1835  ___________________________________________________________________
 TF1835  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 TF1835  DYNAMIC HT  -         560.883 (meters)    1840.16  (feet)  COMP
 TF1835  MODELED GRAV-     980,766.4   (mgal)                       NAVD 88
 TF1835
 TF1835  VERT ORDER  -  FIRST     CLASS II
 TF1835
 TF1835.The horizontal coordinates were scaled from a topographic map and have
 TF1835.an estimated accuracy of +/- 6 seconds.
 TF1835
 TF1835.The orthometric height was determined by differential leveling
 TF1835.and adjusted by the National Geodetic Survey in June 1991..
 TF1835
 TF1835.The geoid height was determined by GEOID03.
 TF1835
 TF1835.The dynamic height is computed by dividing the NAVD 88
 TF1835.geopotential number by the normal gravity value computed on the
 TF1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1835.degrees latitude (g = 980.6199 gals.).
 TF1835
 TF1835.The modeled gravity was interpolated from observed gravity values.
 TF1835
 TF1835;                    North         East    Units  Estimated Accuracy
 TF1835;SPC ND N     -   139,980.      528,910.      MT  (+/- 180 meters Scaled)
 TF1835
 TF1835                          SUPERSEDED SURVEY CONTROL
 TF1835
 TF1835.No superseded survey control is available for this station.
 TF1835
 TF1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU175475(NAD 83)
 TF1835_MARKER: DZ = AZIMUTH MARK DISK
 TF1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1835_SP_SET: CONCRETE POST
 TF1835_STAMPING: BURLINGTON 1946
 TF1835_MARK LOGO: CGS   
 TF1835_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1835+STABILITY: SURFACE MOTION
 TF1835
 TF1835  HISTORY     - Date     Condition        Report By
 TF1835  HISTORY     - 1946     MONUMENTED       CGS
 TF1835  HISTORY     - 1981     GOOD             NGS
 TF1835
 TF1835                          STATION DESCRIPTION
 TF1835
 TF1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1835'1.9 KM (3.0 MI) EAST FROM DES LACS.
 TF1835'8.0 KM (4.95 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1835'NORTHERN RAILROAD STATION IN DES LACS AND 14.3 METERS (46.9 FT) NORTH
 TF1835'OF THE CENTERLINE OF THE HIGHWAY.
 TF1835'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TF1835'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1940 ***********************************************************************
 TG1940  DESIGNATION -  BURNER
 TG1940  PID         -  TG1940
 TG1940  STATE/COUNTY-  ND/DIVIDE
 TG1940  USGS QUAD   -  
 TG1940
 TG1940                         *CURRENT SURVEY CONTROL
 TG1940  ___________________________________________________________________
 TG1940* NAD 83(1996)-  49 00 33.57901(N)    103 03 35.71335(W)     ADJUSTED  
 TG1940* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 TG1940  ___________________________________________________________________
 TG1940  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 TG1940  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG1940
 TG1940  HORZ ORDER  -  THIRD
 TG1940
 TG1940.The horizontal coordinates were established by classical geodetic methods
 TG1940.and adjusted by the National Geodetic Survey in January 1998..
 TG1940
 TG1940.The orthometric height was scaled from a topographic map.
 TG1940
 TG1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1940
 TG1940.The geoid height was determined by GEOID03.
 TG1940
 TG1940;                    North         East     Units Scale Factor Converg.
 TG1940;SPC ND N     -   226,528.382   412,743.071   MT  1.00006646   -1 54 17.7
 TG1940;SPC ND N     -   743,203.35  1,354,143.93   iFT  1.00006646   -1 54 17.7
 TG1940;UTM  13      - 5,430,306.031   641,872.069   MT  0.99984727   +1 27 52.7
 TG1940
 TG1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1940!SPC ND N     -   0.99991145  x   1.00006646  =   0.99997790
 TG1940!UTM  13      -   0.99991145  x   0.99984727  =   0.99975873
 TG1940
 TG1940:                Primary Azimuth Mark                     Grid Az
 TG1940:SPC ND N     -  FEENEY                                   188 38 20.0
 TG1940:UTM  13      -  FEENEY                                   185 16 09.6
 TG1940
 TG1940|---------------------------------------------------------------------|
 TG1940| PID    Reference Object                     Distance      Geod. Az  |
 TG1940|                                                           dddmmss.s |
 TG1940| TG1955 FEENEY                              APPROX. 2.9 KM 1864402.3 |
 TG1940|---------------------------------------------------------------------|
 TG1940
 TG1940                          SUPERSEDED SURVEY CONTROL
 TG1940
 TG1940  NAD 83(1986)-  49 00 33.57989(N)    103 03 35.70747(W) AD(       ) 3
 TG1940
 TG1940.Superseded values are not recommended for survey control.
 TG1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1940.See file dsdata.txt to determine how the superseded data were derived.
 TG1940
 TG1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4187230306(NAD 83)
 TG1940_MARKER: Z = SEE DESCRIPTION
 TG1940_SETTING: 0 = UNSPECIFIED SETTING
 TG1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1940
 TG1940  HISTORY     - Date     Condition        Report By
 TG1940  HISTORY     - 1911     MONUMENTED       IBC
 TG1940
 TG1940                          STATION DESCRIPTION
 TG1940
 TG1940'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1940'ABOUT THREE - FOURTHS MILE NORTHWEST OF INTERNATIONAL BOUNDARY
 TG1940'MONUMENT 614, IN NE 1/4 SECTION 6, TOWNSHIP 1, RANGE 8 W, SECOND
 TG1940'MERIDIAN, APPROXIMATELY 75 METERS FROM THE EAST BOUNDARY OF THE
 TG1940'SECTION  AND 300 METERS FROM THE EAST - AND - WEST MIDSECTION LINE.
 TG1940'THE STATION IS ON A SLIGHT ELEVATION ABOUT 300 METERS EAST OF LONG
 TG1940'CREEK.
 TG1940'
 TG1940'STATION MARK--A FLAT ROCK OVER A BOTTLE BURIED 2 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0866 ***********************************************************************
 RR0866  DESIGNATION -  BURNT
 RR0866  PID         -  RR0866
 RR0866  STATE/COUNTY-  ND/BURLEIGH
 RR0866  USGS QUAD   -  BURNT BUTTE (1979)
 RR0866
 RR0866                         *CURRENT SURVEY CONTROL
 RR0866  ___________________________________________________________________
 RR0866* NAD 83(1996)-  46 53 38.70141(N)    100 51 31.29734(W)     ADJUSTED  
 RR0866* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 RR0866  ___________________________________________________________________
 RR0866  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 RR0866  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RR0866
 RR0866  HORZ ORDER  -  SECOND
 RR0866
 RR0866.The horizontal coordinates were established by classical geodetic methods
 RR0866.and adjusted by the National Geodetic Survey in January 1998..
 RR0866
 RR0866.The orthometric height was scaled from a topographic map.
 RR0866
 RR0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0866
 RR0866.The geoid height was determined by GEOID03.
 RR0866
 RR0866;                    North         East     Units Scale Factor Converg.
 RR0866;SPC ND S     -   136,498.313   572,667.161   MT  0.99993639   -0 15 41.8
 RR0866;SPC ND S     -   447,829.11  1,878,829.27   iFT  0.99993639   -0 15 41.8
 RR0866;UTM  14      - 5,195,071.100   358,414.343   MT  0.99984639   -1 21 26.1
 RR0866
 RR0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0866!SPC ND S     -   0.99992069  x   0.99993639  =   0.99985708
 RR0866!UTM  14      -   0.99992069  x   0.99984639  =   0.99976709
 RR0866
 RR0866:                Primary Azimuth Mark                     Grid Az
 RR0866:SPC ND S     -  BURNT AZ MK                              113 05 36.8
 RR0866:UTM  14      -  BURNT AZ MK                              114 11 21.1
 RR0866
 RR0866|---------------------------------------------------------------------|
 RR0866| PID    Reference Object                     Distance      Geod. Az  |
 RR0866|                                                           dddmmss.s |
 RR0866| CO5300 BURNT AZ MK                                        1124955.0 |
 RR0866| RR0867 LINCOLN RESET                       APPROX.13.7 KM 1774253.6 |
 RR0866| CO5301 BURNT RM 1                           25.570 METERS 19427     |
 RR0866| RR0864 2                                     7.769 METERS 26123     |
 RR0866| CO5302 BURNT RM 2                           29.608 METERS 30058     |
 RR0866|---------------------------------------------------------------------|
 RR0866
 RR0866                          SUPERSEDED SURVEY CONTROL
 RR0866
 RR0866  NAD 83(1986)-  46 53 38.69490(N)    100 51 31.27763(W) AD(       ) 2
 RR0866  NAD 27      -  46 53 38.71500(N)    100 51 29.81100(W) AD(       ) 2
 RR0866
 RR0866.Superseded values are not recommended for survey control.
 RR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0866.See file dsdata.txt to determine how the superseded data were derived.
 RR0866
 RR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5841495071(NAD 83)
 RR0866_MARKER: DS = TRIANGULATION STATION DISK
 RR0866_SETTING: 0 = UNSPECIFIED SETTING
 RR0866
 RR0866  HISTORY     - Date     Condition        Report By
 RR0866  HISTORY     - 1945     MONUMENTED       CGS
 RR0866  HISTORY     - 1957     GOOD             CGS
 RR0866  HISTORY     - 1980     GOOD             LOCENG
 RR0866
 RR0866                          STATION DESCRIPTION
 RR0866
 RR0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0866'STATION IS LOCATED ABOUT 7 MILES NW OF THE CITY OF BISMARCK
 RR0866'AND 5 MILES NE OF THE CITY OF MANDAN.  IT IS ON THE FIRST BENCH
 RR0866'E OF THE MISSOURI RIVER, 100 YARDS E OF A GRADED DIRT ROAD, AND
 RR0866'86 FEET E OF A N-S FENCE LINE.
 RR0866'
 RR0866'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 RR0866'CONCRETE.  SURFACE MARK PROJECTS 3 INCHES AND THE DISK IS
 RR0866'STAMPED BURNT 1945.
 RR0866'
 RR0866'REFERENCE MARK 1 IS 83.89 FEET SSW OF THE STATION AND 8 FEET
 RR0866'E OF THE W SLOPE OF THE HILL.  IT IS ABOUT 5 FEET LOWER IN
 RR0866'ELEVATION THAN THE STATION MARK.  IT IS A BRONZE REFERENCE
 RR0866'DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES
 RR0866'AND THE DISK IS STAMPED BURNT NO 1 1945.
 RR0866'
 RR0866'REFERENCE MARK 2 IS 97.12 FEET WNW OF THE STATION AND 1 FOOT
 RR0866'E OF A N-S FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN
 RR0866'TOP OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE
 RR0866'DISK IS STAMPED BURNT NO 2 1945.
 RR0866'
 RR0866'AZIMUTH MARK IS 0.4 MILE E OF THE STATION, 30 FEET N OF A BOARD
 RR0866'GATE AND ENTRANCE TO A CULTIVATED FIELD, AND 2 FEET W OF A
 RR0866'N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 RR0866'CONCRETE POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RR0866'STAMPED BURNT 1945.
 RR0866'
 RR0866'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO NO. 2
 RR0866'(U.S.B.R.).  IT IS 7.769 METERS (25.48 FEET) W OF THE STATION.
 RR0866'
 RR0866'TO REACH THE STATION FROM THE E END OF THE MISSOURI RIVER BRIDGE
 RR0866'WHICH IS JUST W OF THE CITY OF BISMARCK, GO NW ON A GRADED
 RR0866'DIRT ROAD ALONG THE BASE OF THE HILLS FOR 6.0 MILES TO THE
 RR0866'STAGGERED CROSS ROAD AND A STEEL BRIDGE ON THE LEFT.  CONTINUE
 RR0866'ON STRAIGHT AHEAD FOR 0.5 MILE TO A FARMHOUSE ON THE RIGHT,
 RR0866'PASS TO THE N OF ALL FARM BUILDINGS AND GO E 0.15 MILE TO A
 RR0866'WIRE GATE, PASS THROUGH GATE AND GO IN A SE DIRECTION FOR 0.4
 RR0866'MILE TO A BOARD GATE AND THE AZIMUTH MARK AS DESCRIBED.  FROM
 RR0866'THE AZIMUTH MARK GO IN A W DIRECTION ACROSS PASTURE LAND FOR
 RR0866'0.4 MILE TO THE HIGHEST POINT OF THE HILL AND STATION AS
 RR0866'DESCRIBED.
 RR0866'
 RR0866'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 RR0866
 RR0866                          STATION RECOVERY (1957)
 RR0866
 RR0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0866'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0866'CONDITION.  THE FENCE LINE THAT WAS WEST OF THE STATION HAS
 RR0866'BEEN REMOVED.
 RR0866'
 RR0866'TO REACH FROM BISMARCK, FROM EAST END OF MISSOURI RIVER BRIDGE,
 RR0866'GO NORTHERLY ON RIVER ROAD FOR 6.0 MILES TO STAGGERED CROSSROADS,
 RR0866'CONTINUE ON MAIN ROAD FOR 0.5 MILE TO MR. R.J. JIRANS FARMHOUSE
 RR0866'ON THE RIGHT, GO EAST THROUGH LOTS AND CONTINUE EASTERLY ACROSS
 RR0866'PASTURE FOR ABOUT 0.5 MILE TO A BOARD GATE, TURN RIGHT AND GO
 RR0866'SOUTH ALONG WEST SIDE OF FENCE FOR ABOUT 0.1 MILE TO THE AZIMUTH
 RR0866'MARK IN FENCE LINE ON LEFT, TURN RIGHT AND GO WESTERLY ACROSS
 RR0866'PASTURE FOR ABOUT 0.4 MILE TO HIGHEST POINT OF BLUFFS AND
 RR0866'STATION.
 RR0866
 RR0866                          STATION RECOVERY (1980)
 RR0866
 RR0866'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (SH)
 RR0866'BURNT 1945 FOUND STATION AND REF MARKS IN GOOD CONDITION.  UNABLE
 RR0866'TO LOCATE AZ MARK.  BELIEVE IT WAS DESTROYED BY GRAVEL PIT.  ALSO
 RR0866'LOCATED BURNT NO. 2.
 RR0866'
 RR0866'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES N.W. OF BISMARCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0401 ***********************************************************************
 RS0401  DESIGNATION -  BURT
 RS0401  PID         -  RS0401
 RS0401  STATE/COUNTY-  ND/HETTINGER
 RS0401  USGS QUAD   -  BURT NW (1969)
 RS0401
 RS0401                         *CURRENT SURVEY CONTROL
 RS0401  ___________________________________________________________________
 RS0401* NAD 83(1996)-  46 23 36.43239(N)    102 08 23.92482(W)     ADJUSTED  
 RS0401* NAVD 88     -       804.5    (meters)    2639.     (feet)  VERTCON   
 RS0401  ___________________________________________________________________
 RS0401  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 RS0401  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 RS0401
 RS0401  HORZ ORDER  -  FIRST
 RS0401
 RS0401.The horizontal coordinates were established by classical geodetic methods
 RS0401.and adjusted by the National Geodetic Survey in January 1998..
 RS0401
 RS0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0401
 RS0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0401
 RS0401.The geoid height was determined by GEOID03.
 RS0401
 RS0401;                    North         East     Units Scale Factor Converg.
 RS0401;SPC ND S     -    82,103.559   473,878.799   MT  0.99996532   -1 11 46.2
 RS0401;SPC ND S     -   269,368.63  1,554,720.47   iFT  0.99996532   -1 11 46.2
 RS0401;UTM  13      - 5,141,739.691   719,878.758   MT  1.00019433   +2 04 18.3
 RS0401
 RS0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0401!SPC ND S     -   0.99987684  x   0.99996532  =   0.99984217
 RS0401!UTM  13      -   0.99987684  x   1.00019433  =   1.00007115
 RS0401
 RS0401:                Primary Azimuth Mark                     Grid Az
 RS0401:SPC ND S     -  NEW LEIPZIG CHURCH                       100 07 54.3
 RS0401:UTM  13      -  NEW LEIPZIG CHURCH                       096 51 49.8
 RS0401
 RS0401|---------------------------------------------------------------------|
 RS0401| PID    Reference Object                     Distance      Geod. Az  |
 RS0401|                                                           dddmmss.s |
 RS0401| RR0943 NEW LEIPZIG CHURCH                  APPROX.14.9 KM 0985608.1 |
 RS0401| RS0398 BENTLEY LUTHERAN CHURCH SPIRE       APPROX. 9.2 KM 1393030.7 |
 RS0401| RS0399 BURT LUTHERAN CHURCH SPIRE          APPROX. 3.1 KM 2053851.9 |
 RS0401| CS9144 BURT RM 1                             5.272 METERS 20834     |
 RS0401| RS0408 MOTT MUNICIPAL TANK                 APPROX.14.3 KM 2615907.6 |
 RS0401| CS9145 BURT RM 2                            10.790 METERS 33941     |
 RS0401| CS9143 BURT AZ MK                                         3452035.0 |
 RS0401|---------------------------------------------------------------------|
 RS0401
 RS0401                          SUPERSEDED SURVEY CONTROL
 RS0401
 RS0401  NAD 83(1986)-  46 23 36.42555(N)    102 08 23.92099(W) AD(       ) 1
 RS0401  NAD 27      -  46 23 36.41700(N)    102 08 22.35000(W) AD(       ) 1
 RS0401  NGVD 29 (07/19/86)  804.0    (m)         2638.     (f) VERT ANG       
 RS0401
 RS0401.Superseded values are not recommended for survey control.
 RS0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0401.See file dsdata.txt to determine how the superseded data were derived.
 RS0401
 RS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM1987941740(NAD 83)
 RS0401_MARKER: DS = TRIANGULATION STATION DISK
 RS0401_SETTING: 66 = SET IN ROCK OUTCROP
 RS0401
 RS0401  HISTORY     - Date     Condition        Report By
 RS0401  HISTORY     - 1951     MONUMENTED       CGS
 RS0401  HISTORY     - 1968     GOOD             USGS
 RS0401  HISTORY     - 1984     GOOD             LOCENG
 RS0401
 RS0401                          STATION DESCRIPTION
 RS0401
 RS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0401'THE STATION IS ABOUT 3/4 MILES EAST AND 1-3/4 MILES NORTH OF BURT,
 RS0401'ON THE WESTERN AND HIGHEST OF A GROUP OF PROMINENT BUTTES OWNED
 RS0401'BY SIMON KUEHN.  IT IS ABOUT 30 FEET EAST OF THE WEST FACE OF THE
 RS0401'BUTTE.  THE POINT IS VISIBLE FROM BURT.
 RS0401'
 RS0401'TO REACH THE STATION FROM THE CROSSROADS ABOUT 0.35 MILE NORTHEAST
 RS0401'OF THE POST OFFICE IN BURT.  GO NORTH ON A GRADED ROAD FOR 2.0
 RS0401'MILES TO A CROSSROADS.  TURN RIGHT, EAST, GO 0.5 MILE TO THE
 RS0401'AZIMUTH MARK.  TURN RIGHT, PASS THROUGH A GATE, AND FOLLOW A
 RS0401'DIM ROAD SOUTH, ALONG THE EAST SIDE OF A FENCE FOR 0.25 MILE.
 RS0401'AT THIS POINT BEAR LEFT AND GO SOUTHEAST UP A DRAW FOR 0.2 MILE
 RS0401'TO A SADDLE.  BEAR RIGHT AND GO SOUTH 0.05 MILE TO THE END OF
 RS0401'TRUCK TRAVEL.  FROM THIS POINT PACK ABOUT 150 FEET TO THE
 RS0401'HIGHEST POINT OF THE BUTTE AND THE STATION.
 RS0401'
 RS0401'THE STATION MARK IS SET IN A DRILLED HOLE IN OUTCROPPING BED
 RS0401'ROCK THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED BURT
 RS0401'1951.
 RS0401'
 RS0401'REFERENCE MARK NO. 1 IS SET IN A DRILLED HOLE IN OUTCROPPING
 RS0401'BEDROCK WHICH IS ABOUT 3 FEET LOWER THAN THE STATION.  THE DISK
 RS0401'IS STAMPED BURT NO 1 1951.
 RS0401'
 RS0401'REFERENCE MARK NO. 2 IS SET IN A DRILLED HOLE IN OUTCROPPING
 RS0401'BED ROCK WHICH IS ABOUT 5 FEET LOWER THAN THE STATION.  THE DISK
 RS0401'IS STAMPED BURT NO 2 1951.
 RS0401'
 RS0401'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 RS0401'ROAD, 15 FEET WEST OF A GATE, 1 FOOT SOUTHEAST OF A FENCE CORNER,
 RS0401'AND 1 FOOT SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 10
 RS0401'INCHES AND THE DISK IS STAMPED BURT 1951.
 RS0401
 RS0401                          STATION RECOVERY (1968)
 RS0401
 RS0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RS0401'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  R.M. 1 IS DESTROYED.
 RS0401'THE AZIMUTH MARK RECOVERED IN GOOD CONDITION BUT IS NOW 13 FEET
 RS0401'N AND ONE FOOT E OF CORNER FENCE POST AND FLUSH WITH GROUND.
 RS0401
 RS0401                          STATION RECOVERY (1984)
 RS0401
 RS0401'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MF)
 RS0401'BURT 1951 RECOVERED GOOD.
 RS0401'
 RS0401'AZ. MK. NOT FOUND ROAD WIDENED.
 RS0401'
 RS0401'LANDOWNER DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0399 ***********************************************************************
 RS0399  DESIGNATION -  BURT LUTHERAN CHURCH SPIRE
 RS0399  PID         -  RS0399
 RS0399  STATE/COUNTY-  ND/HETTINGER
 RS0399  USGS QUAD   -  BURT (1969)
 RS0399
 RS0399                         *CURRENT SURVEY CONTROL
 RS0399  ___________________________________________________________________
 RS0399* NAD 83(1996)-  46 22 05.66559(N)    102 09 26.87886(W)     ADJUSTED  
 RS0399* NAVD 88     -                                                        
 RS0399  ___________________________________________________________________
 RS0399  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 RS0399  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 RS0399
 RS0399  HORZ ORDER  -  THIRD
 RS0399
 RS0399.The horizontal coordinates were established by classical geodetic methods
 RS0399.and adjusted by the National Geodetic Survey in January 1998..
 RS0399
 RS0399
 RS0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0399
 RS0399.The geoid height was determined by GEOID03.
 RS0399
 RS0399;                    North         East     Units Scale Factor Converg.
 RS0399;SPC ND S     -    79,329.855   472,475.028   MT  0.99996878   -1 12 32.1
 RS0399;SPC ND S     -   260,268.55  1,550,114.92   iFT  0.99996878   -1 12 32.1
 RS0399;UTM  13      - 5,138,889.846   718,635.087   MT  1.00018763   +2 03 29.5
 RS0399
 RS0399                          SUPERSEDED SURVEY CONTROL
 RS0399
 RS0399  NAD 83(1986)-  46 22 05.65877(N)    102 09 26.87419(W) AD(       ) 4
 RS0399  NAD 27      -  46 22 05.65000(N)    102 09 25.30400(W) AD(       ) 3
 RS0399
 RS0399.Superseded values are not recommended for survey control.
 RS0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0399.See file dsdata.txt to determine how the superseded data were derived.
 RS0399
 RS0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM1863538890(NAD 83)
 RS0399_MARKER: 90 = CHURCH SPIRE
 RS0399
 RS0399  HISTORY     - Date     Condition        Report By
 RS0399  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0399
 RS0399                          STATION DESCRIPTION
 RS0399
 RS0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0399'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF THE VILLAGE
 RS0399'OF BURT.
 RS0399'
 RS0399'THE CHURCH IS A WHITE, WOODEN FRAME BUILDING AND THERE IS A
 RS0399'BELFRY AND A HEXAGON SHAPED SPIRE ON THE SOUTH EDGE OF THE ROOF
 RS0399'OF THE BUILDING.  THE BASE OF THE CROSS AT THE APEX OF THE
 RS0399'SPIRE WAS THE POINT OBSERVED, AND IT IS 42 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1559 ***********************************************************************
 SN1559  DESIGNATION -  BURY
 SN1559  PID         -  SN1559
 SN1559  STATE/COUNTY-  ND/MCHENRY
 SN1559  USGS QUAD   -  DRAKE NW (1977)
 SN1559
 SN1559                         *CURRENT SURVEY CONTROL
 SN1559  ___________________________________________________________________
 SN1559* NAD 83(1996)-  47 59 32.20915(N)    100 29 36.16094(W)     ADJUSTED  
 SN1559* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 SN1559  ___________________________________________________________________
 SN1559  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 SN1559  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SN1559
 SN1559  HORZ ORDER  -  THIRD
 SN1559
 SN1559.The horizontal coordinates were established by classical geodetic methods
 SN1559.and adjusted by the National Geodetic Survey in January 1998..
 SN1559
 SN1559.The orthometric height was scaled from a topographic map.
 SN1559
 SN1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1559
 SN1559.The geoid height was determined by GEOID03.
 SN1559
 SN1559;                    North         East     Units Scale Factor Converg.
 SN1559;SPC ND N     -   110,322.317   600,494.209   MT  0.99993714   +0 00 17.7
 SN1559;SPC ND N     -   361,949.86  1,970,125.36   iFT  0.99993714   +0 00 17.7
 SN1559;UTM  14      - 5,316,521.228   388,585.395   MT  0.99975253   -1 06 35.2
 SN1559
 SN1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1559!SPC ND N     -   0.99992591  x   0.99993714  =   0.99986306
 SN1559!UTM  14      -   0.99992591  x   0.99975253  =   0.99967846
 SN1559
 SN1559|---------------------------------------------------------------------|
 SN1559| PID    Reference Object                     Distance      Geod. Az  |
 SN1559|                                                           dddmmss.s |
 SN1559| CO5303 BURY RM 1                            26.036 METERS 00451     |
 SN1559| CO5304 BURY RM 2                            34.290 METERS 03230     |
 SN1559| SN1599 BALFOUR ST JOSEPHS CATH CHURCH      APPROX. 5.7 KM 2110030.2 |
 SN1559| SN1595 BALFOUR LUTHERAN CHURCH CROSS       APPROX. 5.2 KM 2132413.9 |
 SN1559| SN1598 BALFOUR UNITED BRETHREN CHURCH      APPROX. 5.3 KM 2135053.8 |
 SN1559|---------------------------------------------------------------------|
 SN1559
 SN1559                          SUPERSEDED SURVEY CONTROL
 SN1559
 SN1559  NAD 83(1986)-  47 59 32.21199(N)    100 29 36.16001(W) AD(       ) 3
 SN1559  NAD 27      -  47 59 32.19180(N)    100 29 34.64060(W) AD(       ) 3
 SN1559
 SN1559.Superseded values are not recommended for survey control.
 SN1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1559.See file dsdata.txt to determine how the superseded data were derived.
 SN1559
 SN1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8858516521(NAD 83)
 SN1559_MARKER: DS = TRIANGULATION STATION DISK
 SN1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1559
 SN1559  HISTORY     - Date     Condition        Report By
 SN1559  HISTORY     - 1962     MONUMENTED       CGS
 SN1559
 SN1559                          STATION DESCRIPTION
 SN1559
 SN1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1559'THE STATION IS LOCATED 2 MILE EAST AND 3.0 MILES NORTH OF
 SN1559'THE TOWN OF BALFOUR, IN THE NW 1/4 OF SEC. 14, T152N, R76W,
 SN1559'ON THE HIGHEST POINT OF THE HILL.
 SN1559'
 SN1559'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 52 AND STATE
 SN1559'HIGHWAY 14 WHICH IS 3.6 MILES WEST OF DRAKE, GO NORTH ON
 SN1559'STATE HIGHWAY 14 FOR 4.7 MILES TO A CROSSROAD.  TURN LEFT, WEST,
 SN1559'AND GO 1.8 MILES TO A GATE ON THE LEFT.  PASS THROUGH THE GATE,
 SN1559'TURN SHARP LEFT, AND GO EAST 0.1 MILE TO THE STATION ON THE
 SN1559'HIGHEST POINT OF THE HILL.
 SN1559'
 SN1559'THE STATION MARK IS A STANDARD DISK STAMPED BURY 1962 AND
 SN1559'SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT WHICH
 SN1559'IS FLUSH WITH THE GROUND.  IT IS 87 FEET SOUTH OF A FENCE AND
 SN1559'86.5 FEET SOUTH OF THE WITNESS POST.
 SN1559'
 SN1559'REFERENCE MARK NO. 1, STAMPED BURY NO 1 1962, IS A STANDARD
 SN1559'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1559'WHICH PROJECTS 6 INCHES.  IT IS 2.4 FEET SOUTHWEST OF THE
 SN1559'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 SN1559'
 SN1559'REFERENCE MARK NO. 2, STAMPED BURY NO 2 1962, IS A STANDARD
 SN1559'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1559'WHICH PROJECTS 6 INCHES.  IT IS 135.6 FEET SOUTHEAST OF THE
 SN1559'WITNESS POST AND 1.2 FEET WEST OF A FENCE.
 SN1559'
 SN1559'STATION A2-Z MAY BE USED AS AN AZIMUTH MARK.
 SN1559'
 SN1559'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 136 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1672 ***********************************************************************
 SN1672  DESIGNATION -  BUTTE
 SN1672  PID         -  SN1672
 SN1672  STATE/COUNTY-  ND/OLIVER
 SN1672  USGS QUAD   -  FORT CLARK (1968)
 SN1672
 SN1672                         *CURRENT SURVEY CONTROL
 SN1672  ___________________________________________________________________
 SN1672* NAD 83(1996)-  47 09 24.51102(N)    101 08 37.41777(W)     ADJUSTED  
 SN1672* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 SN1672  ___________________________________________________________________
 SN1672  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 SN1672  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SN1672
 SN1672  HORZ ORDER  -  SECOND
 SN1672
 SN1672.The horizontal coordinates were established by classical geodetic methods
 SN1672.and adjusted by the National Geodetic Survey in January 1998..
 SN1672
 SN1672.The orthometric height was scaled from a topographic map.
 SN1672
 SN1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1672
 SN1672.The geoid height was determined by GEOID03.
 SN1672
 SN1672;                    North         East     Units Scale Factor Converg.
 SN1672;SPC ND S     -   165,841.706   551,187.021   MT  0.99995164   -0 28 10.3
 SN1672;SPC ND S     -   544,100.09  1,808,356.37   iFT  0.99995164   -0 28 10.3
 SN1672;UTM  14      - 5,224,819.360   337,502.156   MT  0.99992453   -1 34 19.8
 SN1672
 SN1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1672!SPC ND S     -   0.99989784  x   0.99995164  =   0.99984949
 SN1672!UTM  14      -   0.99989784  x   0.99992453  =   0.99982238
 SN1672
 SN1672|---------------------------------------------------------------------|
 SN1672| PID    Reference Object                     Distance      Geod. Az  |
 SN1672|                                                           dddmmss.s |
 SN1672| CS9150 BUTTE RM 2                           13.823 METERS 12813     |
 SN1672| CS9149 BUTTE RM 1                           10.548 METERS 29839     |
 SN1672| SN1697 HANOVER NW BELL MICROWAVE           APPROX.24.9 KM 3001607.3 |
 SN1672| SN1691 STANTON BASIN ELEC PLANT TANK       APPROX.19.3 KM 3155754.2 |
 SN1672|---------------------------------------------------------------------|
 SN1672
 SN1672                          SUPERSEDED SURVEY CONTROL
 SN1672
 SN1672  NAD 83(1986)-  47 09 24.50924(N)    101 08 37.40354(W) AD(       ) 2
 SN1672  NAD 27      -  47 09 24.54057(N)    101 08 35.86162(W) AD(       ) 2
 SN1672
 SN1672.Superseded values are not recommended for survey control.
 SN1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1672.See file dsdata.txt to determine how the superseded data were derived.
 SN1672
 SN1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3750224819(NAD 83)
 SN1672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SN1672_SETTING: 0 = UNSPECIFIED SETTING
 SN1672
 SN1672  HISTORY     - Date     Condition        Report By
 SN1672  HISTORY     - 1967     MONUMENTED       USGS
 SN1672
 SN1672                          STATION DESCRIPTION
 SN1672
 SN1672'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1672'THE STATION IS LOCATED 7.5 MI E. AND 3.1 MI N. OF CENTER, IN THE SW
 SN1672'1/4 OF SEC. 36, T. 143 N., R. 83 W.
 SN1672'
 SN1672'TO REACH THE STATION FROM CENTER, GO E. ON STATE HWY. 25 FOR 6.0 MI,
 SN1672'TURN LEFT AT CROSSROADS, GO N. FOR 2.5 MI TO A T-TRACK RD. E., TURN
 SN1672'RIGHT, FOLLOW TRACK RD. E., WINDING ACROSS COUNTRY 1.3 MI THROUGH
 SN1672'ABANDONED FARM HOME SITE TO A GATE AT OFFSET E.-W. FENCES AND
 SN1672'FENCE N., PASS THROUGH GATE E. ALONG TRACK RD. FOR 0.4 MI, TURN
 SN1672'LEFT AND GO 0.1 MI UP THE HILL TO THE STATION.
 SN1672'
 SN1672'STATION MARK IS 0.1 MI N. OF AN E.-W. TRACK RD., 60 FT S. AND 100 FT
 SN1672'E. OF LARGE GRANITE BOULDER.  STAMPED ET BUTTE 1967.
 SN1672'
 SN1672'REFERENCE MARK NO. 1 IS NW. OF THE STATION.  STAMPED BUTTE NO 1
 SN1672'1967.
 SN1672'
 SN1672'REFERENCE MARK NO. 2 IS SE. OF THE STATION.  STAMPED BUTTE NO 2
 SN1672'1967.
 SN1672'
 SN1672'AZIMUTH MARK NO. 1 - THE NORTHWESTERN BELL TELEPHONE MICRO-WAVE TOWER
 SN1672'LOCATED ALONG STATE HWY. 31, ABOUT 15.5 MI NW.
 SN1672'
 SN1672'AZIMUTH MARK NO. 2 - CENTER OF WATER TANK AT THE BASIN ELECTRIC POWER
 SN1672'PLANT ABOUT 12.0 MI NW.
 SN1672'
 SN1672'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 SN1672'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 SN1672'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0458 ***********************************************************************
 RS0458  DESIGNATION -  BUTTE RESET
 RS0458  PID         -  RS0458
 RS0458  STATE/COUNTY-  ND/BOWMAN
 RS0458  USGS QUAD   -  BOWMAN (1968)
 RS0458
 RS0458                         *CURRENT SURVEY CONTROL
 RS0458  ___________________________________________________________________
 RS0458* NAD 83(1996)-  46 12 26.61525(N)    103 23 20.53074(W)     ADJUSTED  
 RS0458* NAVD 88     -      1007.5    (meters)    3305.     (feet)  VERTCON   
 RS0458  ___________________________________________________________________
 RS0458  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 RS0458  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 RS0458
 RS0458  HORZ ORDER  -  FIRST
 RS0458
 RS0458.The horizontal coordinates were established by classical geodetic methods
 RS0458.and adjusted by the National Geodetic Survey in January 1998..
 RS0458
 RS0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0458
 RS0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0458
 RS0458.The geoid height was determined by GEOID03.
 RS0458
 RS0458;                    North         East     Units Scale Factor Converg.
 RS0458;SPC ND S     -    64,204.916   377,094.613   MT  0.99999536   -2 06 26.0
 RS0458;SPC ND S     -   210,646.05  1,237,187.05   iFT  0.99999536   -2 06 26.0
 RS0458;UTM  13      - 5,118,351.996   624,273.107   MT  0.99978985   +1 09 46.9
 RS0458
 RS0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0458!SPC ND S     -   0.99984457  x   0.99999536  =   0.99983993
 RS0458!UTM  13      -   0.99984457  x   0.99978985  =   0.99963445
 RS0458
 RS0458:                Primary Azimuth Mark                     Grid Az
 RS0458:SPC ND S     -  BUTTE AZ MK                              184 39 12.1
 RS0458:UTM  13      -  BUTTE AZ MK                              181 22 59.2
 RS0458
 RS0458|---------------------------------------------------------------------|
 RS0458| PID    Reference Object                     Distance      Geod. Az  |
 RS0458|                                                           dddmmss.s |
 RS0458| RS0482 BUTTE AZ MK                                        1823246.1 |
 RS0458| RS0453 GRAND RIVER LUTHERAN CH SPIRE       APPROX.18.7 KM 1851627.8 |
 RS0458| RS0457 BOWMAN CATHOLIC CHURCH CUPOLA       APPROX. 3.2 KM 1904647.1 |
 RS0458| RS0456 BOWMAN LUTHERAN CHURCH SPIRE        APPROX. 3.1 KM 1922340.2 |
 RS0458| RS0455 BOWMAN HIGH SCHOOL CHIMNEY          APPROX. 3.1 KM 1955329.7 |
 RS0458| RS0454 BOWMAN MUNICIPAL TANK               APPROX. 3.0 KM 2015346.8 |
 RS0458| AJ5164 BUTTE RM 1                           38.333 METERS 23956     |
 RS0458| AJ5165 BUTTE RM 2                           26.760 METERS 33014     |
 RS0458|---------------------------------------------------------------------|
 RS0458
 RS0458                          SUPERSEDED SURVEY CONTROL
 RS0458
 RS0458  NAD 83(1996)-  46 12 26.60277(N)    103 23 20.52688(W) AD(       ) 1
 RS0458  NAD 83(1986)-  46 12 26.60023(N)    103 23 20.52372(W) AD(       ) 1
 RS0458  NAD 27      -  46 12 26.57600(N)    103 23 18.86300(W) AD(       ) 1
 RS0458  NGVD 29 (07/19/86) 1007.0    (m)         3304.     (f) VERT ANG       
 RS0458
 RS0458.Superseded values are not recommended for survey control.
 RS0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0458.See file dsdata.txt to determine how the superseded data were derived.
 RS0458
 RS0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2427318352(NAD 83)
 RS0458_MARKER: DH = HORIZONTAL CONTROL DISK
 RS0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0458_STAMPING: BUTTE 1912 1982
 RS0458_MARK LOGO: NGS   
 RS0458_PROJECTION: PROJECTING 5 CENTIMETERS
 RS0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0458+STABILITY: SURFACE MOTION
 RS0458
 RS0458  HISTORY     - Date     Condition        Report By
 RS0458  HISTORY     - 1982     MONUMENTED       NGS
 RS0458  HISTORY     - 1984     GOOD             LOCENG
 RS0458  HISTORY     - 19971217 GOOD             NDHD
 RS0458
 RS0458                          STATION DESCRIPTION
 RS0458
 RS0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 RS0458'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 RS0458'CONDITION.  THE CONCRETE HAD BEEN CHOPPED AWAY FROM REFERENCE MARK 2,
 RS0458'BUT THE DISK WAS STILL SOLID IN THE ROCK.  THE DISK HAD BEEN REMOVED
 RS0458'FROM THE SURFACE STATION MARK BUT THE HOLE FROM THE STEM REMAINED IN
 RS0458'THE CONCRETE.  A NEW DISK WAS CEMENTED INTO THE OLD STEM HOLE OF THE
 RS0458'SURFACE MARK AND NEW CONCRETE PLACED AROUND REFERENCE MARK 2 DISK.
 RS0458'DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS CHECKED THE 1949 DATA
 RS0458'VERY CLOSE.  A NEW ROUTE TO THE STATION WAS ESTABLISHED.  NEW
 RS0458'DESCRIPTIVE TEXT FOLLOWS.
 RS0458' 
 RS0458'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF BOWMAN, ON THE
 RS0458'SOUTHWEST PART OF THE NORTH ONE OF TWO BUTTES.  THE PROPERTY IS OWNED
 RS0458'BY BOB BURDETT WHO LIVES ON THE FIRST FARM NORTHWEST OF THE STATION.
 RS0458' 
 RS0458'TO REACH THE STATION FROM THE RAILROAD OVERPASS ON HIGHWAY 85 IN NORTH
 RS0458'BOWMAN, GO NORTH AND EAST ON HIGHWAY FOR 85 FOR 1 KM (0.6 MI) TO A
 RS0458'CROSSROAD.  TURN LEFT, NORTH, AND FOLLOW GRAVELED ROAD FOR 1.45 KM
 RS0458'(0.9 MI) TO THE HOUSE OF STEVE BEYLUND.  PASS TO THE LEFT OF THE HOUSE
 RS0458'AND GO NORTH THROUGH THE PASTURE FOR 0.2 KM (0.15 MI) TO A FENCE AND
 RS0458'END OF TRUCK TRAVEL.  PACK NORTH TO THE TOP OF THE BUTTE AND THE
 RS0458'STATION.
 RS0458' 
 RS0458'STATION IS STANDARD NGS DISK STAMPED--BUTTE 1912 1982--, SET INTO THE
 RS0458'TOP OF A ROUND CONCRETE MONUMENT, 7 INCHES (18 CM) IN DIAMETER,
 RS0458'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND. LOCATED 36.5 METERS
 RS0458'(119.8 FT) EAST FROM THE WEST EDGE OF THE BLUFF. 27.4 METERS (89.9 FT)
 RS0458'NORTHWEST FROM THE SOUTHEAST EDGE OF THE BLUFF AND 1.2 METER (3.9 FT)
 RS0458'WEST FROM A CAIRN.
 RS0458' 
 RS0458'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BUTTE NO 1 1912--,
 RS0458'SET INTO ROCK OUTCROP, 6 FEET (1.8 M) LOCATED ALONG THE WEST EDGE OF
 RS0458'THE BLUFF.
 RS0458' 
 RS0458'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BUTTE NO 2 1949--,
 RS0458'SET INTO ROCK OUTCROP, 3.3 FEET (1.0 M) LOCATED ALONG THE NORTHWEST
 RS0458'EDGE OF THE BUTTE.
 RS0458' 
 RS0458'AZIMUTH NO 1 IS A STANDARD CGS AZIMUTH DISK STAMPED--BUTTE AZI 1934--,
 RS0458'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT (30 CM) 12 INCHES ON A
 RS0458'SIDE AND FLUSH WITH THE GROUND.  IT IS 26 M (85.3 FT) SOUTH OF THE
 RS0458'CENTER OF A DRIVE 11.8 M (38.7 FT) WEST OF THE CENTER OF THE GRAVELED
 RS0458'ROAD, 0.45 M (1.48 FT) EAST OF A FENCE AND 0.3 M (1.0 FT) EAST OF A
 RS0458'METAL WITNESS POST. TO REACH THE STATION FROM THE RAILROAD OVERPASS ON
 RS0458'HIGHWAY 85, IN NORTH BOWMAN, GO NORTH AND EAST ON THE HIGHWAY FOR 1 KM
 RS0458'(0.60 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 RS0458'FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 RS0458
 RS0458                          STATION RECOVERY (1984)
 RS0458
 RS0458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (TC)
 RS0458'BUTTE 1912 STATION MARK 1982 RECOVERED GOOD.
 RS0458'
 RS0458'AZ MK RECOVERED GOOD.
 RS0458
 RS0458                          STATION RECOVERY (1997)
 RS0458
 RS0458'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 RS0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2213 ***********************************************************************
 TF2213  DESIGNATION -  BUTTER RESET
 TF2213  PID         -  TF2213
 TF2213  STATE/COUNTY-  ND/WARD
 TF2213  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF2213
 TF2213                         *CURRENT SURVEY CONTROL
 TF2213  ___________________________________________________________________
 TF2213* NAD 83(1996)-  48 06 58.10405(N)    101 40 11.75433(W)     ADJUSTED  
 TF2213* NAVD 88     -       678.2    (meters)    2225.     (feet)  VERTCON   
 TF2213  ___________________________________________________________________
 TF2213  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 TF2213  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 TF2213
 TF2213  HORZ ORDER  -  FIRST
 TF2213
 TF2213.The horizontal coordinates were established by classical geodetic methods
 TF2213.and adjusted by the National Geodetic Survey in January 1998..
 TF2213
 TF2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2213
 TF2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2213
 TF2213.The geoid height was determined by GEOID03.
 TF2213
 TF2213;                    North         East     Units Scale Factor Converg.
 TF2213;SPC ND N     -   124,755.295   512,898.494   MT  0.99993599   -0 52 14.1
 TF2213;SPC ND N     -   409,302.15  1,682,737.84   iFT  0.99993599   -0 52 14.1
 TF2213;UTM  14      - 5,332,656.941   301,290.264   MT  1.00008519   -1 59 18.3
 TF2213
 TF2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2213!SPC ND N     -   0.99989672  x   0.99993599  =   0.99983272
 TF2213!UTM  14      -   0.99989672  x   1.00008519  =   0.99998190
 TF2213
 TF2213|---------------------------------------------------------------------|
 TF2213| PID    Reference Object                     Distance      Geod. Az  |
 TF2213|                                                           dddmmss.s |
 TF2213| CS9152 BUTTER RM 1                          29.031 METERS 09108     |
 TF2213| TF2207 ROSE VALLEY LUTH CHURCH CHIM        APPROX. 6.0 KM 1181909.1 |
 TF2213| CS9153 BUTTER RM 2                          32.604 METERS 17743     |
 TF2213| CS9151 BUTTER AZ MK                                       2800341.6 |
 TF2213| CS9154 BUTTER RM 3                         123.200 METERS 35403     |
 TF2213|---------------------------------------------------------------------|
 TF2213
 TF2213                          SUPERSEDED SURVEY CONTROL
 TF2213
 TF2213  NAD 83(1986)-  48 06 58.10393(N)    101 40 11.75155(W) AD(       ) 1
 TF2213  NAD 27      -  48 06 58.04940(N)    101 40 10.15690(W) AD(       ) 1
 TF2213  NGVD 29 (07/19/86)  677.8    (m)         2224.     (f) VERT ANG       
 TF2213
 TF2213.Superseded values are not recommended for survey control.
 TF2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2213.See file dsdata.txt to determine how the superseded data were derived.
 TF2213
 TF2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0129032657(NAD 83)
 TF2213_MARKER: DS = TRIANGULATION STATION DISK
 TF2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TF2213
 TF2213  HISTORY     - Date     Condition        Report By
 TF2213  HISTORY     - 1946     MONUMENTED       CGS
 TF2213  HISTORY     - 1962     GOOD             CGS
 TF2213  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TF2213
 TF2213                          STATION DESCRIPTION
 TF2213
 TF2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2213'THE STATION IS LOCATED ON A LOW PLATEAU IN THE GRASSLANDS
 TF2213'ABOUT 14 MILES SOUTH-SOUTHEAST OF BERTHOLD, 1 MILE SOUTHEAST
 TF2213'OF A SMALL SCHOOL HOUSE, 1/4 MILE SOUTHEAST OF FENCE INTERSECTION
 TF2213'AND 8 FEET SOUTH OF WITNESS POST.  IT OVERLOOKS ALL THE AREA
 TF2213'TO THE EAST AND THE WEST.  BUT THE HILLS TO THE NORTH ARE
 TF2213'HIGHER.** THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF2213'BUTTER 1946.
 TF2213'
 TF2213'REFERENCE MARK NO. 1 IS 95.22 FEET EAST OF THE STATION.  THE
 TF2213'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BUTTER NO 1 1946.
 TF2213'
 TF2213'REFERENCE MARK NO. 2 IS 106.97 FEET SOUTH OF THE STATION.
 TF2213'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BUTTER NO 2
 TF2213'1946.
 TF2213'
 TF2213'THE AZIMUTH MARK IS 0.5 MILE WEST-NORTHWEST OF THE STATION,
 TF2213'2 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.  THE
 TF2213'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BUTTER 1946.
 TF2213'
 TF2213'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2
 TF2213'AND MAIN STREET IN BERTHOLD, GO EAST ON U.S. HIGHWAY 2 FOR
 TF2213'0.4 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON GRAVEL
 TF2213'ROAD FOR 9.0 MILES TO CROSSROADS.  TURN LEFT AND GO EAST
 TF2213'ON GRAVEL ROAD FOR 2.0 MILES.  TURN RIGHT AND GO SOUTH ON
 TF2213'TRACK ROAD FOR 4.3 MILES TO CROSSROADS AND A SMALL SCHOOL
 TF2213'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD SOUTH FOR 0.5 MILE.
 TF2213'TURN LEFT OFF TRACK ROAD AND DRIVE EAST ACROSS COUNTRY ALONG
 TF2213'THE NORTH SIDE OF FENCE FOR 0.5 MILE TO FENCE INTERSECTION
 TF2213'AND A GATE.  PASS THROUGH THE GATE AND FOLLOW OLD ROAD
 TF2213'SOUTHEAST FOR 0.2 MILE TO THE TOP OF LOW GRASSY PLATEAU AND THE
 TF2213'STATION.
 TF2213'
 TF2213'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 TF2213'0.2 MILE TO GATE.  PASS THROUGH GATE AND GO WEST ALONG NORTH
 TF2213'SIDE OF FENCE 0.3 MILE TO THE AZIMUTH MARK.
 TF2213'
 TF2213'**A 77-FOOT TOWER IS REQUIRED TO SEE TRIANGULATION STATION
 TF2213'BERT TO THE NORTH.
 TF2213'
 TF2213'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 TF2213
 TF2213                          STATION RECOVERY (1962)
 TF2213
 TF2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2213'THE STATION IS LOCATED 12-1/2 MILES NORTH OF THE SMALL TOWN
 TF2213'OF RYDER, IN THE SE 1/4 OF SEC. 36, T154N, R86W, JUST NORTH
 TF2213'OF AN OLD HOUSE ON LAND OWNED BY MR. JOE NESHEM.
 TF2213'
 TF2213'TO REACH FROM THE POST OFFICE IN RYDER, GO WEST FOR 0.05 MILE.
 TF2213'TURN RIGHT AND GO NORTH 1 BLOCK TO A CROSS STREET.  TURN LEFT
 TF2213'AND GO WEST FOR 0.2 MILE TO STATE HIGHWAY 28.  TURN RIGHT
 TF2213'AND GO NORTH ON STATE HIGHWAY 28 FOR 4.2 MILES TO THE JUNCTION
 TF2213'WITH STATE HIGHWAY 23.  CROSS STATE HIGHWAY 23 AND GO NORTH
 TF2213'ON COUNTY ROAD 11 FOR 5 MILES TO A CROSSROAD.  TURN RIGHT
 TF2213'AND GO EAST ON COUNTY ROAD 11 FOR 2 MILES TO A CROSSROAD.
 TF2213'TURN LEFT AND GO NORTH ON COUNTY ROAD 11 FOR 3 MILES TO A
 TF2213'T ROAD INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON
 TF2213'COUNTY ROAD 11 FOR 1.3 MILES TO A SIDE ROAD LEFT, COUNTY
 TF2213'ROAD 16.  TURN LEFT AND GO WEST ON COUNTY ROAD 16 FOR 1.2
 TF2213'MILES TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 TF2213'THE TRACK ROAD FOR 0.5 MILE TO A EAST WEST FENCE LINE.
 TF2213'TURN RIGHT AND GO EAST ON THE SOUTH SIDE OF THE FENCE
 TF2213'FOR 0.2 MILE.  TURN RIGHT AND GO SOUTH IN THE FIELD FOR 400
 TF2213'FEET TO THE OLD HOUSE AND THE STATION.  TO REACH THE
 TF2213'AZIMUTH MARK FROM THE STATION, GO NORTH TO THE EAST WEST
 TF2213'FENCE LINE.  HERE TURN LEFT AND GO WEST ON THE SOUTH
 TF2213'SIDE OF THE FENCE FOR 0.55 MILE TO THE AZIMUTH MARK ON
 TF2213'THE RIGHT.
 TF2213'
 TF2213'THE STATION MARK IS A STANDARD DISK STAMPED BUTTER 1946
 TF2213'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2213'WHICH IS FLUSH WITH THE GROUND.  IT IS 4 FEET NORTHWEST
 TF2213'OF THE NORTHEAST CORNER OF THE OLD HOUSE AND 3.8 FEET SOUTHEAST
 TF2213'OF THE WITNESS POST.
 TF2213'
 TF2213'REFERENCE MARK NO. 1, STAMPED BUTTER NO 1 1946, IS A STANDARD
 TF2213'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2213'WHICH IS FLUSH WITH THE GROUND.  IT IS 97.3 FEET EAST OF THE
 TF2213'WITNESS POST AND 93 FEET EAST OF THE NORTHEAST CORNER OF THE
 TF2213'OLD HOUSE.
 TF2213'
 TF2213'REFERENCE MARK NO 3, STAMPED BUTTER NO 3 1946, IS A STANDARD
 TF2213'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2213'WHICH PROJECTS 5 INCHES.  IT IS 1 FOOT NORTH OF AN EAST WEST
 TF2213'FENCE LINE.
 TF2213'
 TF2213'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTER 1946 AND
 TF2213'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2213'IS FLUSH WITH THE GROUND.  IT IS 3.1 FEET NORTHEAST OF A WOODEN
 TF2213'WITNESS POST AND 1 FOOT NORTH OF AN EAST WEST FENCE LINE.
 TF2213
 TF2213                          STATION RECOVERY (1976)
 TF2213
 TF2213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TF2213'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 TF2213'DESCRIBED IN 1962.  THE STATION MARK WAS LOWERED AND REFERENCE MARK
 TF2213'NO 1 WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER, MR. JOE
 TF2213'LONETREE.  (NO PHONE) NEW REFERENCE MARKS, NO 4 AND NO 5 WERE
 TF2213'ESTABLISHED AT THIS TIME AND A COMPLETE NEW DESCRIPTION COMPILED.
 TF2213'
 TF2213'THE STATION IS LOCATED ATOP A CULTIVATED HILL NEAR THE NORTH LINE
 TF2213'OF THE SE 1/4 SECTION 36, T 154 N, R 86 W.
 TF2213'
 TF2213'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 2 AND
 TF2213'52 BYPASS AND U.S. 83 ON THE SOUTH SIDE OF MINOT, GO SOUTH ON
 TF2213'U.S. 83 FOR 7.9 MILES TO A GRAVEL CROSSROAD, COUNTY ROAD 16.
 TF2213'TURN RIGHT AND GO WEST ON COUNTY ROAD 16 FOR 9.8 MILES TO A FORK.
 TF2213'KEEP LEFT AND CONTINUE WEST FOR 0.2 MILE TO A GRAVEL CROSSROAD,
 TF2213'COUNTY ROAD 13.  KEEP STRAIGHT AHEAD AND CONTINUE WEST ON COUNTY
 TF2213'ROAD 16 FOR 6.3 MILES TO A SHARP RIGHT CORNER.  ROUND CORNER
 TF2213'AND GO NORTH FOR 0.95 MILE TO THE JUNCTION OF COUNTY ROAD 11
 TF2213'AHEAD AND THE CONTINUATION OF COUNTY ROAD 16 ON THE LEFT.
 TF2213'TURN LEFT AND CONTINUE WEST ON COUNTY ROAD 16 FOR 1.2 MILE
 TF2213'TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT ONTO FIELD ROAD AND GO
 TF2213'NORTH ALONG 1/4 SECTION LINE FOR 0.5 MILE TO JUNCTION OF 1/4
 TF2213'SECTION LINES.  (TO REACH AZIMUTH MARK FROM THIS POINT, TURN
 TF2213'LEFT AND GO WEST ALONG 1/4 SECTION LINE FOR 0.3 MILE TO THE
 TF2213'MARK ALONG 1/4 SECTION LINE BETWEEN FIELDS.) TURN RIGHT AND GO
 TF2213'EAST ALONG 1/4 SECTION LINE FOR 0.15 MILE TO REFERENCE MARK NO
 TF2213'5 ON UNCULTIVATED RIDGE BETWEEN FIELDS.  CONTINUE EAST ALONG
 TF2213'1/4 SECTION LINE FOR 0.05 MILE TO REFERENCE MARK NO 3 ALSO ON
 TF2213'UNCULTIVATED RIDGE BETWEEN FIELDS.  TURN RIGHT AND GO SOUTH,
 TF2213'ACROSS FIELD FOR 0.1 MILE TO TOP OF HILL AND THE STATION.
 TF2213'
 TF2213'THE STATION IS A STANDARD DISK STAMPED BUTTER 1946 1976 SET IN THE
 TF2213'TOP OF AN IRREGULAR MASS OF CONCRETE 18-INCHES BELOW GROUND
 TF2213'SURFACE.  THE SUB-SURFACE MARK, A STANDARD DISK STAMPED BUTTER 1946
 TF2213'1976, IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 45-INCHES
 TF2213'BELOW GROUND SURFACE.  AN IRON ROD WAS PLACED IN THE MARK.
 TF2213'
 TF2213'REFERENCE MARK NO 3 , A STANDARD DISK STAMPED BUTTER 1946 NO 3
 TF2213'1962, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, FLUSH
 TF2213'WITH GROUND SURFACE.  THE MARK IS 2.0 FEET EAST OF A METAL WITNESS
 TF2213'POST.
 TF2213'
 TF2213'REFERENCE MARK NO 4, A STANDARD DISK STAMPED BUTTER 1946 NO 4
 TF2213'1976, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 TF2213'PROJECTING 3-INCHES.  THE MARK IS 3.0 FEET WEST-SOUTHWEST OF A
 TF2213'METAL WITNESS POST.
 TF2213'
 TF2213'REFERENCE MARK NO 5, A STANDARD DISK STAMPED BUTTER 1946 NO 5
 TF2213'1976, IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 TF2213'PROJECTING 3-INCHES.  THE MARK IS 2.0 FEET EAST OF A METAL WITNESS
 TF2213'POST.
 TF2213'
 TF2213'THE AZIMUTH MARK, A STANDARD DISK STAMPED BUTTER 1946, IS SET
 TF2213'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2213'5-INCHES.  THE MARK IS 2.5 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0866 ***********************************************************************
 RP0866  DESIGNATION -  BUTTZVILLE
 RP0866  PID         -  RP0866
 RP0866  STATE/COUNTY-  ND/RANSOM
 RP0866  USGS QUAD   -  BUTTZVILLE (1967)
 RP0866
 RP0866                         *CURRENT SURVEY CONTROL
 RP0866  ___________________________________________________________________
 RP0866* NAD 83(1996)-  46 30 51.17028(N)    097 40 45.65863(W)     ADJUSTED  
 RP0866* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RP0866  ___________________________________________________________________
 RP0866  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 RP0866  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 RP0866
 RP0866  HORZ ORDER  -  FIRST
 RP0866
 RP0866.The horizontal coordinates were established by classical geodetic methods
 RP0866.and adjusted by the National Geodetic Survey in January 1998..
 RP0866
 RP0866.The orthometric height was scaled from a topographic map.
 RP0866
 RP0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0866
 RP0866.The geoid height was determined by GEOID03.
 RP0866
 RP0866;                    North         East     Units Scale Factor Converg.
 RP0866;SPC ND S     -    98,095.890   816,406.980   MT  0.99995141   +2 03 26.4
 RP0866;SPC ND S     -   321,836.91  2,678,500.59   iFT  0.99995141   +2 03 26.4
 RP0866;UTM  14      - 5,152,029.971   601,309.126   MT  0.99972616   +0 57 29.8
 RP0866
 RP0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0866!SPC ND S     -   0.99994424  x   0.99995141  =   0.99989566
 RP0866!UTM  14      -   0.99994424  x   0.99972616  =   0.99967042
 RP0866
 RP0866:                Primary Azimuth Mark                     Grid Az
 RP0866:SPC ND S     -  ENDERLIN MUNICIPAL TANK                  025 23 35.8
 RP0866:UTM  14      -  ENDERLIN MUNICIPAL TANK                  026 29 32.4
 RP0866
 RP0866|---------------------------------------------------------------------|
 RP0866| PID    Reference Object                     Distance      Geod. Az  |
 RP0866|                                                           dddmmss.s |
 RP0866| RP0863 ENDERLIN MUNICIPAL TANK             APPROX.13.2 KM 0272702.2 |
 RP0866| RP0864 WEST ST OLAF LUTHERAN CHURCH        APPROX. 8.3 KM 0290456.4 |
 RP0866| RP0865 BUTTZVILLE GRAIN ELEV M LT ROD      APPROX. 3.8 KM 1014610.4 |
 RP0866| RP0867 BUTTZVILLE 2                         79.970 METERS 13118     |
 RP0866| RP0868 BUTTZVILLE AZ MK                    APPROX. 1.1 KM 1770428.9 |
 RP0866| CO5308 BUTTZVILLE RM 1                      25.929 METERS 18122     |
 RP0866| RP0824 LISBON MUNICIPAL STANDPIPE          APPROX. 8.4 KM 1845619.6 |
 RP0866| CO5309 BUTTZVILLE RM 2                      22.564 METERS 35754     |
 RP0866|---------------------------------------------------------------------|
 RP0866
 RP0866                          SUPERSEDED SURVEY CONTROL
 RP0866
 RP0866  NAD 83(1986)-  46 30 51.17286(N)    097 40 45.65042(W) AD(       ) 1
 RP0866  NAD 27      -  46 30 51.28400(N)    097 40 44.28300(W) AD(       ) 1
 RP0866
 RP0866.Superseded values are not recommended for survey control.
 RP0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0866.See file dsdata.txt to determine how the superseded data were derived.
 RP0866
 RP0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0130952030(NAD 83)
 RP0866_MARKER: DS = TRIANGULATION STATION DISK
 RP0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0866
 RP0866  HISTORY     - Date     Condition        Report By
 RP0866  HISTORY     - 1954     MONUMENTED       CGS
 RP0866  HISTORY     - 1978     SEE DESCRIPTION  NGS
 RP0866
 RP0866                          STATION DESCRIPTION
 RP0866
 RP0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0866'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF ENDERLIN,
 RP0866'5 MILES NORTH OF LISBON, 1 MILE WEST OF BUTTZVILLE, AND IN
 RP0866'THE RIGHT-OF-WAY OF HIGHWAY NO. 32.
 RP0866'
 RP0866'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 27 IN LISBON
 RP0866'BY GOING NORTH ON HIGHWAY 32 FOR 3.4 MILES TO THE AZIMUTH MARK ON
 RP0866'THE RIGHT.  CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 0.6 MILE TO A
 RP0866'CROSS ROAD AND STATION ON THE LEFT.
 RP0866'
 RP0866'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0866'IS 112 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 RP0866'96 FEET WEST OF THE CENTER LINE OF HIGHWAY 32, 4 FEET EAST
 RP0866'OF A FENCE, AND 3 FEET SOUTHWEST OF A WITNESS POST.  THE DISK
 RP0866'IS STAMPED BUTTZVILLE 1954, AND THE MARK PROJECTS 1 INCH.
 RP0866'
 RP0866'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0866'IS 99 FEET WEST OF THE CENTER LINE OF HIGHWAY 32 AND 1.5 FEET
 RP0866'EAST OF THE FENCE.  THE DISK IS STAMPED BUTTZVILLE NO 1 1954, AND
 RP0866'THE MARK PROJECTS 1 INCH.
 RP0866'
 RP0866'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0866'IS 42 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 RP0866'ROAD AND 1 FOOT SOUTHEAST OF A FENCE CORNER-POST.  THE DISK IS
 RP0866'STAMPED BUTTZVILLE NO 2 1954, AND THE MARK PROJECTS 1 INCH.
 RP0866'
 RP0866'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT, IS
 RP0866'99 FEET EAST OF THE CENTER LINE OF HIGHWAY 32, 28 FEET NORTH
 RP0866'OF A POWER POLE, 2 FEET NORTHEAST OF A WITNESS POST, AND 1 FOOT
 RP0866'WEST OF A FENCE CORNER-POST.  THE DISK IS STAMPED BUTTZVILLE
 RP0866'1954, AND THE MARK PROJECTS 5 INCHES.
 RP0866'
 RP0866'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RP0866
 RP0866                          STATION RECOVERY (1978)
 RP0866
 RP0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RP0866'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN
 RP0866'GOOD CONDITION, REFERENCE MARK 2 WAS FOUND LYING ON GROUND, THE
 RP0866'DISK WAS REMOVE AT THIS TIME.  DUE TO NEW HIGHWAY CONSTRUCTION
 RP0866'STATION BUTTZVILLE 2, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED
 RP0866'AND STATION MARK BUTTZVILLE 1954 AND REFERENCE MARK 1 WERE
 RP0866'DESTROYED AFTER THESE OBSERVATIONS WERE MADE.  THE DISTANCE AND
 RP0866'DIRECTION TO REFERENCE MARK 1 CHECKED WITH THE 1954 DATA.
 RP0866'
 RP0866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP0866'1 MILE WEST OF BUTTZVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0867 ***********************************************************************
 RP0867  DESIGNATION -  BUTTZVILLE 2
 RP0867  PID         -  RP0867
 RP0867  STATE/COUNTY-  ND/RANSOM
 RP0867  USGS QUAD   -  BUTTZVILLE (1967)
 RP0867
 RP0867                         *CURRENT SURVEY CONTROL
 RP0867  ___________________________________________________________________
 RP0867* NAD 83(1996)-  46 30 49.46083(N)    097 40 42.84054(W)     ADJUSTED  
 RP0867* NAVD 88     -       378.5    (meters)    1242.     (feet)  VERTCON   
 RP0867  ___________________________________________________________________
 RP0867  X           -    -587,548.301 (meters)                     COMP
 RP0867  Y           -  -4,357,877.917 (meters)                     COMP
 RP0867  Z           -   4,604,987.552 (meters)                     COMP
 RP0867  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 RP0867  ELLIP HEIGHT-         352.83  (meters)          (01/23/98) GPS OBS
 RP0867  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 RP0867
 RP0867  HORZ ORDER  -  SECOND
 RP0867  ELLP ORDER  -  FOURTH    CLASS I
 RP0867
 RP0867.The horizontal coordinates were established by classical geodetic methods
 RP0867.and adjusted by the National Geodetic Survey in January 1998..
 RP0867.No horizontal observational check was made to the station.
 RP0867
 RP0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0867
 RP0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0867
 RP0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0867
 RP0867.The ellipsoidal height was determined by GPS observations
 RP0867.and is referenced to NAD 83.
 RP0867
 RP0867.The geoid height was determined by GEOID03.
 RP0867
 RP0867;                    North         East     Units Scale Factor Converg.
 RP0867;SPC ND S     -    98,045.299   816,468.908   MT  0.99995146   +2 03 28.5
 RP0867;SPC ND S     -   321,670.93  2,678,703.77   iFT  0.99995146   +2 03 28.5
 RP0867;UTM  14      - 5,151,978.213   601,370.058   MT  0.99972631   +0 57 31.8
 RP0867
 RP0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0867!SPC ND S     -   0.99994469  x   0.99995146  =   0.99989616
 RP0867!UTM  14      -   0.99994469  x   0.99972631  =   0.99967102
 RP0867
 RP0867|---------------------------------------------------------------------|
 RP0867| PID    Reference Object                     Distance      Geod. Az  |
 RP0867|                                                           dddmmss.s |
 RP0867| CO5310 BUTTZVILLE 2 RM 3                    19.663 METERS 00200     |
 RP0867| RP0868 BUTTZVILLE AZ MK                    APPROX. 1.0 KM 1801655.1 |
 RP0867| CO5311 BUTTZVILLE 2 RM 4                    19.510 METERS 18018     |
 RP0867| RP0866 BUTTZVILLE                           79.970 METERS 31118     |
 RP0867|---------------------------------------------------------------------|
 RP0867
 RP0867                          SUPERSEDED SURVEY CONTROL
 RP0867
 RP0867  NAD 83(1986)-  46 30 49.46343(N)    097 40 42.83236(W) AD(       ) 2
 RP0867  NAD 27      -  46 30 49.57455(N)    097 40 41.46501(W) AD(       ) 2
 RP0867  NGVD 29 (02/12/91)  378.2    (m)         1241.     (f) GPS OBS        
 RP0867
 RP0867.Superseded values are not recommended for survey control.
 RP0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0867.See file dsdata.txt to determine how the superseded data were derived.
 RP0867
 RP0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0137051978(NAD 83)
 RP0867_MARKER: DS = TRIANGULATION STATION DISK
 RP0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0867_SP_SET: CONCRETE POST
 RP0867_STAMPING: BUTTZVILLE 2 1978
 RP0867_MARK LOGO: NGS   
 RP0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0867+STABILITY: SURFACE MOTION
 RP0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0867+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991
 RP0867
 RP0867  HISTORY     - Date     Condition        Report By
 RP0867  HISTORY     - 1978     MONUMENTED       NGS
 RP0867  HISTORY     - 1978     GOOD             NGS
 RP0867  HISTORY     - 19881112 GOOD             NGS
 RP0867  HISTORY     - 19891004 GOOD
 RP0867  HISTORY     - 19910729 GOOD             NGS
 RP0867
 RP0867                          STATION DESCRIPTION
 RP0867
 RP0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RP0867'NO MEASUREMENT BETWEEN REFERENCE MARKS.
 RP0867'
 RP0867'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF ENDERLIN, ABOUT
 RP0867'5 MILES NORTH OF LISBON, ABOUT 1 MILE WEST OF BUTTZVILLE AND IS
 RP0867'ON STATE HIGHWAY 32 RIGHT-OF-WAY.
 RP0867'
 RP0867'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND
 RP0867'27 IN LISBON, GO NORTH ON STATE HIGHWAY 32 FOR 3.4 MILES TO THE
 RP0867'AZIMUTH MARK ON RIGHT, CONTINUE NORTH ON STATE HIGHWAY 32 FOR 0.6
 RP0867'MILE TO THE STATION ON RIGHT.
 RP0867'
 RP0867'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 RP0867'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED BUTTZVILLE 2
 RP0867'1978.  IT IS 101 FEET EAST OF CENTER LINE OF U.S. HIGHWAY 32, 69
 RP0867'FEET SOUTH-SOUTHWEST OF POWER LINE POLE, 2.7 FEET WEST OF FENCE
 RP0867'AND 2.5 FEET WEST OF WITNESS POST AND 256 FEET SOUTH OF FENCE
 RP0867'CORNER.
 RP0867'
 RP0867'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 INCH ROUND
 RP0867'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BUTTZVILLE
 RP0867'2 NO 3 1978.  IT IS 192 FEET SOUTH OF FENCE CORNER, 102 FEET
 RP0867'EAST OF CENTER OF STATE HIGHWAY 32, 64.2 FEET NORTH OF WITNESS
 RP0867'POST, 8 FEET WEST-SOUTHWEST OF POWER LINE POLE AND 1.5 FEET
 RP0867'WEST OF FENCE.
 RP0867'
 RP0867'REFERENCE MARK 4 A STANDARD DISK SET TOP OF A 12 INCH ROUND
 RP0867'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BUTTZVILLE
 RP0867'2 NO 4 1978.  IT IS 101 FEET EAST OF CENTER OF STATE HIGHWAY 32,
 RP0867'63.8 FEET SOUTH OF WITNESS POST AND 2.6 FEET WEST OF FENCE.
 RP0867'
 RP0867'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 RP0867'MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS STAMPED
 RP0867'BUTTZVILLE 1954.  IT IS 99 FEET EAST OF CENTER OF STATE HIGHWAY
 RP0867'32, 28 FEET NORTH OF POWER LINE POLE, 1.8 FEET NORTHEAST OF OLD
 RP0867'4 X 4 INCH WOODEN WITNESS POST, 1.3 FEET WEST OF FENCE AND 1 FOOT
 RP0867'WEST OF METAL WITNESS POST.
 RP0867'
 RP0867'STATION BUTTZVILLE 1954 WAS DESTROYED THIS DATE.
 RP0867'
 RP0867'NEAREST TOWN--BUTTZVILLE.
 RP0867
 RP0867                          STATION RECOVERY (1978)
 RP0867
 RP0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RP0867'RECOVERED IN GOOD CONDITION.
 RP0867
 RP0867                          STATION RECOVERY (1988)
 RP0867
 RP0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RP0867'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH-SOUTHWEST OF
 RP0867'ENDERLIN, 7.7 KM (4.80 MI) NORTH OF LISBON, 0.72 KM (0.45 MI) NORTH OF
 RP0867'STATE ROUTE 32 MILE POST NUMBER 41.  OWNERSHIP--STATE OF NORTH DAKOTA.
 RP0867'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 32 AND STATE
 RP0867'ROUTE 27 IN LISBON, GO NORTH ALONG STATE ROUTE 32 FOR 5.25 KM
 RP0867'(3.25 MI) TO A ROAD RIGHT LEADING TO BUTTZVILLE.  CONTINUE NORTH ON
 RP0867'STATE ROUTE 32 FOR 1.45 KM (0.90 MI) TO A ROAD CUT AND THE STATION ON
 RP0867'THE RIGHT.  ALSO TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE
 RP0867'32 AND STATE ROUTE 46, 6.45 KM (4.00 MI) WEST OF ENDERLIN, GO SOUTH ON
 RP0867'STATE ROUTE 32 FOR 12.4 KM (7.70 MI) TO A ROAD CUT AND THE STATION ON
 RP0867'THE LEFT.
 RP0867'THE STATION MARK IS SET AT THE TOP OF THE ROAD CUT, 2.4 M (7.9 FT)
 RP0867'ABOVE AND 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 RP0867'0.73 M (2.4 FT) WEST OF THE RIGHT OF WAY FENCELINE AND WITNESS POST.
 RP0867'DESCRIBED BY G.F.SMITH.
 RP0867
 RP0867                          STATION RECOVERY (1989)
 RP0867
 RP0867'RECOVERED 1989
 RP0867'RECOVERED IN GOOD CONDITION.
 RP0867
 RP0867                          STATION RECOVERY (1991)
 RP0867
 RP0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RP0867'STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTH OF LISBON AND 14.5 KM
 RP0867'(9.0 MI) SOUTHWEST OF ENDERLIN, 1.6 KM (1.0 MI) NORTH OF A ROAD EAST
 RP0867'TO BUTTZVILLE, 0.8 KM (0.5 MI) SOUTH OF HIGHWAY MILE POST 42 AND ON
 RP0867'THE EAST RIGHT-OF-WAY OF STATE ROUTE 32. OWNERSHIP-NORTH DAKOTA
 RP0867'DEPARTMENT OF TRANSPORTATION.
 RP0867'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 27 AND STATE
 RP0867'ROUTE 32 LOCATED IN THE CENTER OF LISBON, GO NORTH ON ROUTE 32 FOR
 RP0867'8.7 KM (5.4 MI) TO THE STATION ON THE RIGHT.
 RP0867'STATION IS 31.5 M (103.3 FT) EAST FROM THE CENTER OF THE HIGHWAY, 0.61
 RP0867'M (2.00 FT) WEST FROM A FENCELINE AND METAL WITNESS POST AND ABOUT
 RP0867'18.0 METERS ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0868 ***********************************************************************
 RP0868  DESIGNATION -  BUTTZVILLE AZ MK
 RP0868  PID         -  RP0868
 RP0868  STATE/COUNTY-  ND/RANSOM
 RP0868  USGS QUAD   -  BUTTZVILLE (1967)
 RP0868
 RP0868                         *CURRENT SURVEY CONTROL
 RP0868  ___________________________________________________________________
 RP0868* NAD 83(1996)-  46 30 16.28603(N)    097 40 43.07698(W)     ADJUSTED  
 RP0868* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 RP0868  ___________________________________________________________________
 RP0868  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 RP0868  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 RP0868
 RP0868  HORZ ORDER  -  THIRD
 RP0868
 RP0868.The horizontal coordinates were established by classical geodetic methods
 RP0868.and adjusted by the National Geodetic Survey in January 1998..
 RP0868.No horizontal observational check was made to the station.
 RP0868
 RP0868.The orthometric height was scaled from a topographic map.
 RP0868
 RP0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0868
 RP0868.The geoid height was determined by GEOID03.
 RP0868
 RP0868;                    North         East     Units Scale Factor Converg.
 RP0868;SPC ND S     -    97,021.452   816,500.653   MT  0.99995236   +2 03 28.3
 RP0868;SPC ND S     -   318,311.85  2,678,807.92   iFT  0.99995236   +2 03 28.3
 RP0868;UTM  14      - 5,150,954.177   601,382.155   MT  0.99972634   +0 57 31.1
 RP0868
 RP0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0868!SPC ND S     -   0.99994550  x   0.99995236  =   0.99989786
 RP0868!UTM  14      -   0.99994550  x   0.99972634  =   0.99967185
 RP0868
 RP0868:                Primary Azimuth Mark                     Grid Az
 RP0868:SPC ND S     -  BUTTZVILLE 2                             358 13 26.6
 RP0868:UTM  14      -  BUTTZVILLE 2                             359 19 23.8
 RP0868
 RP0868|---------------------------------------------------------------------|
 RP0868| PID    Reference Object                     Distance      Geod. Az  |
 RP0868|                                                           dddmmss.s |
 RP0868| RP0867 BUTTZVILLE 2                        APPROX. 1.0 KM 0001654.9 |
 RP0868| RP0866 BUTTZVILLE                          APPROX. 1.1 KM 3570430.7 |
 RP0868|---------------------------------------------------------------------|
 RP0868
 RP0868                          SUPERSEDED SURVEY CONTROL
 RP0868
 RP0868  NAD 83(1986)-  46 30 16.28863(N)    097 40 43.06887(W) AD(       ) 3
 RP0868  NAD 27      -  46 30 16.39972(N)    097 40 41.70157(W) AD(       ) 3
 RP0868
 RP0868.Superseded values are not recommended for survey control.
 RP0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0868.See file dsdata.txt to determine how the superseded data were derived.
 RP0868
 RP0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0138250954(NAD 83)
 RP0868_MARKER: DZ = AZIMUTH MARK DISK
 RP0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0868+STABILITY: SURFACE MOTION
 RP0868
 RP0868  HISTORY     - Date     Condition        Report By
 RP0868  HISTORY     - 1978     MONUMENTED       NGS
 RP0868
 RP0868                          STATION DESCRIPTION
 RP0868
 RP0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RP0868'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF ENDERLIN, ABOUT
 RP0868'5 MILES NORTH OF LISBON, ABOUT 1 MILE WEST OF BUTTZVILLE AND IS ON
 RP0868'STATE HIGHWAY 32 RIGHT-OF-WAY.
 RP0868'
 RP0868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 RP0868'32 AND 27 IN LISBON, GO NORTH ON STATE HIGHWAY 32 FOR 3.4 MILES TO THE
 RP0868'AZIMUTH MARK ON RIGHT.
 RP0868'
 RP0868'AZIMUTH MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 RP0868'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 RP0868'STAMPED BUTTZVILLE 1954.  IT IS 99 FEET EAST OF CENTER OF STATE
 RP0868'HIGHWAY 32, 28 FEET NORTH OF POWER LINE POLE, 1.8 FEET NORTHEAST
 RP0868'OF OLD 4 X 4 INCH WOODEN WITNESS POST, 1.3 FEET WEST OF FENCE AND
 RP0868'1 FOOT WEST OF METAL WITNESS POST.
 RP0868'
 RP0868'STATION BUTTZVILLE 1954 WAS DESTROYED THIS DATE.
 RP0868'
 RP0868'NEAREST TOWN--BUTTZVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1279 ***********************************************************************
 SL1279  DESIGNATION -  BUXTON
 SL1279  PID         -  SL1279
 SL1279  STATE/COUNTY-  ND/TRAILL
 SL1279  USGS QUAD   -  BUXTON (1971)
 SL1279
 SL1279                         *CURRENT SURVEY CONTROL
 SL1279  ___________________________________________________________________
 SL1279* NAD 83(1996)-  47 35 02.58787(N)    097 04 12.79724(W)     ADJUSTED  
 SL1279* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 SL1279  ___________________________________________________________________
 SL1279  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 SL1279  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 SL1279
 SL1279  HORZ ORDER  -  THIRD
 SL1279
 SL1279.The horizontal coordinates were established by classical geodetic methods
 SL1279.and adjusted by the National Geodetic Survey in January 1998..
 SL1279
 SL1279.The orthometric height was scaled from a topographic map.
 SL1279
 SL1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1279
 SL1279.The geoid height was determined by GEOID03.
 SL1279
 SL1279;                    North         East     Units Scale Factor Converg.
 SL1279;SPC ND N     -    70,680.293   857,906.964   MT  0.99997378   +2 33 08.0
 SL1279;SPC ND N     -   231,890.73  2,814,655.39   iFT  0.99997378   +2 33 08.0
 SL1279;UTM  14      - 5,271,875.407   645,103.682   MT  0.99985875   +1 25 29.8
 SL1279
 SL1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1279!SPC ND N     -   0.99996008  x   0.99997378  =   0.99993386
 SL1279!UTM  14      -   0.99996008  x   0.99985875  =   0.99981883
 SL1279
 SL1279|---------------------------------------------------------------------|
 SL1279| PID    Reference Object                     Distance      Geod. Az  |
 SL1279|                                                           dddmmss.s |
 SL1279| CO5313 BUXTON RM 1                          17.917 METERS 17717     |
 SL1279| CO5312 BUXTON AZ MK                                       1775118.4 |
 SL1279| CO5314 BUXTON RM 2                          17.377 METERS 35703     |
 SL1279|---------------------------------------------------------------------|
 SL1279
 SL1279                          SUPERSEDED SURVEY CONTROL
 SL1279
 SL1279  NAD 83(1986)-  47 35 02.58643(N)    097 04 12.78963(W) AD(       ) 3
 SL1279  NAD 27      -  47 35 02.65800(N)    097 04 11.47600(W) AD(       ) 3
 SL1279
 SL1279.Superseded values are not recommended for survey control.
 SL1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1279.See file dsdata.txt to determine how the superseded data were derived.
 SL1279
 SL1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4510471875(NAD 83)
 SL1279_MARKER: DS = TRIANGULATION STATION DISK
 SL1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1279
 SL1279  HISTORY     - Date     Condition        Report By
 SL1279  HISTORY     - 1954     MONUMENTED       CGS
 SL1279
 SL1279                          STATION DESCRIPTION
 SL1279
 SL1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1279'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC. 6,
 SL1279'T. 147 N., R. 50 W., ABOUT 5 MILES NORTH-NORTHEAST OF CUMMINGS,
 SL1279'ABOUT 1.5 MILES SOUTHEAST OF THE TOWN OF BUXTON, AND ABOUT 0.1
 SL1279'MILE SOUTH OF A CROSSROAD, ON THE EAST RIGHT-OF-WAY OF U.S.
 SL1279'HIGHWAY 81.
 SL1279'
 SL1279'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 81 AND ROAD
 SL1279'LEADING WEST TO BUXTON--GO SOUTH ON HIGHWAY 81 FOR 1.0 MILE TO
 SL1279'CROSSROAD, THEN CONTINUE AHEAD SOUTH FOR 0.1 MILE TO STATION
 SL1279'ON LEFT.
 SL1279'
 SL1279'THE STATION MARK, 65 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 SL1279'85, 12 FEET SOUTH OF A POWER POLE, AND 2.5 FEET SOUTHWEST OF A
 SL1279'WHITE WITNESS POST, PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 SL1279'BUXTON 1954.
 SL1279'
 SL1279'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 65 FEET EAST OF
 SL1279'THE CENTER LINE OF HIGHWAY 81, 1 FOOT NORTH OF A WHITE WITNESS
 SL1279'POST, AND IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED
 SL1279'BUXTON NO 1 1954.
 SL1279'
 SL1279'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 65 FEET EAST OF
 SL1279'THE CENTER LINE OF HIGHWAY 81, 1 FOOT SOUTH OF A WHITE WITNESS
 SL1279'POST, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED BUXTON NO 2
 SL1279'1954.
 SL1279'
 SL1279'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILES SOUTH, IS 64 FEET
 SL1279'EAST OF THE CENTER LINE OF HIGHWAY 81, 3.5 FEET EAST OF A WHITE
 SL1279'WITNESS POST, 2.5 FEET EAST OF A POWER POLE, AND PROJECTS 6
 SL1279'INCHES.  THE DISK IS STAMPED BUXTON 1954.
 SL1279'
 SL1279'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1280 ***********************************************************************
 SL1280  DESIGNATION -  BUXTON FARMERS UNION ELEVATOR
 SL1280  PID         -  SL1280
 SL1280  STATE/COUNTY-  ND/TRAILL
 SL1280  USGS QUAD   -  BUXTON (1971)
 SL1280
 SL1280                         *CURRENT SURVEY CONTROL
 SL1280  ___________________________________________________________________
 SL1280* NAD 83(1996)-  47 35 59.94849(N)    097 05 46.25852(W)     ADJUSTED  
 SL1280* NAVD 88     -                                                        
 SL1280  ___________________________________________________________________
 SL1280  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 SL1280  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 SL1280
 SL1280  HORZ ORDER  -  THIRD
 SL1280
 SL1280.The horizontal coordinates were established by classical geodetic methods
 SL1280.and adjusted by the National Geodetic Survey in January 1998..
 SL1280
 SL1280
 SL1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1280
 SL1280.The geoid height was determined by GEOID03.
 SL1280
 SL1280;                    North         East     Units Scale Factor Converg.
 SL1280;SPC ND N     -    72,363.408   855,877.745   MT  0.99997141   +2 31 58.4
 SL1280;SPC ND N     -   237,412.76  2,807,997.85   iFT  0.99997141   +2 31 58.4
 SL1280;UTM  14      - 5,273,597.906   643,108.195   MT  0.99985168   +1 24 22.0
 SL1280
 SL1280                          SUPERSEDED SURVEY CONTROL
 SL1280
 SL1280  NAD 83(1986)-  47 35 59.94713(N)    097 05 46.25095(W) AD(       ) 4
 SL1280  NAD 27      -  47 36 00.01600(N)    097 05 44.93600(W) AD(       ) 3
 SL1280
 SL1280.Superseded values are not recommended for survey control.
 SL1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1280.See file dsdata.txt to determine how the superseded data were derived.
 SL1280
 SL1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4310873598(NAD 83)
 SL1280_MARKER: 65 = GRAIN ELEVATOR
 SL1280
 SL1280  HISTORY     - Date     Condition        Report By
 SL1280  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1280
 SL1280                          STATION DESCRIPTION
 SL1280
 SL1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1280'THIS INTERSECTON STATION IS THE TALLEST OF 3 ELEVATORS LOCATED
 SL1280'IN THE TOWN OF BUXTON, ABOUT 70 FEET E OF THE GREAT NORTHERN
 SL1280'RAILROAD.  IT IS OF ALL SHEET METAL CONSTRUCTION ABOUT 113
 SL1280'FEET HIGH AND WAS BUILT IN 1938.
 SL1280'
 SL1280'POINT LOCATED WAS THE CENTER OF TOP OF GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0238 ***********************************************************************
 RP0238  DESIGNATION -  C
 RP0238  PID         -  RP0238
 RP0238  STATE/COUNTY-  ND/RICHLAND
 RP0238  USGS QUAD   -  FAIRMOUNT (1973)
 RP0238
 RP0238                         *CURRENT SURVEY CONTROL
 RP0238  ___________________________________________________________________
 RP0238* NAD 83(1986)-  46 03 17.     (N)    096 36 16.     (W)     SCALED    
 RP0238* NAVD 88     -       300.180  (meters)     984.84   (feet)  ADJUSTED  
 RP0238  ___________________________________________________________________
 RP0238  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 RP0238  DYNAMIC HT  -         300.181 (meters)     984.84  (feet)  COMP
 RP0238  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RP0238
 RP0238  VERT ORDER  -  FIRST     CLASS II
 RP0238
 RP0238.The horizontal coordinates were scaled from a topographic map and have
 RP0238.an estimated accuracy of +/- 6 seconds.
 RP0238
 RP0238.The orthometric height was determined by differential leveling
 RP0238.and adjusted by the National Geodetic Survey in June 1991..
 RP0238.WARNING-Repeat measurements at this control monument indicate possible
 RP0238.vertical movement.
 RP0238
 RP0238.The geoid height was determined by GEOID03.
 RP0238
 RP0238.The dynamic height is computed by dividing the NAVD 88
 RP0238.geopotential number by the normal gravity value computed on the
 RP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0238.degrees latitude (g = 980.6199 gals.).
 RP0238
 RP0238.The modeled gravity was interpolated from observed gravity values.
 RP0238
 RP0238;                    North         East    Units  Estimated Accuracy
 RP0238;SPC ND S     -    50,610.      901,350.      MT  (+/- 180 meters Scaled)
 RP0238
 RP0238                          SUPERSEDED SURVEY CONTROL
 RP0238
 RP0238  NGVD 29 (??/??/92)  299.969  (m)          984.15   (f) ADJ UNCH    1 2
 RP0238
 RP0238.Superseded values are not recommended for survey control.
 RP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0238.See file dsdata.txt to determine how the superseded data were derived.
 RP0238
 RP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS853029(NAD 83)
 RP0238_MARKER: DB = BENCH MARK DISK
 RP0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0238_SP_SET: SANDSTONE DOORSILL
 RP0238_STAMPING: C ELEV. 984.391 FT
 RP0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0238
 RP0238  HISTORY     - Date     Condition        Report By
 RP0238  HISTORY     - UNK      MONUMENTED       CGS
 RP0238  HISTORY     - 1944     GOOD             NGS
 RP0238  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0238
 RP0238                          STATION DESCRIPTION
 RP0238
 RP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RP0238'IN FAIRMOUNT.
 RP0238'AT FAIRMOUNT, RICHLAND COUNTY, 465 FEET EAST OF THE CHICAGO,
 RP0238'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, ON THE SOUTH SIDE OF
 RP0238'THE MAIN STREET, JUST EAST OF THE WEST HOTEL, AT THE FRONT DOORWAY OF
 RP0238'THE R. W. DOUGHERTY STORE, IN THE EAST END OF THE SANDSTONE DOORSILL,
 RP0238'1.4 FEET SOUTH OF THE FRONT EDGE, AND FLUSH WITH THE SIDEWALK. A
 RP0238'STANDARD DISK, STAMPED C ELEV. 984.391 FT.
 RP0238
 RP0238                          STATION RECOVERY (1990)
 RP0238
 RP0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0622 ***********************************************************************
 SN0622  DESIGNATION -  C 1
 SN0622  PID         -  SN0622
 SN0622  STATE/COUNTY-  ND/MCLEAN
 SN0622  USGS QUAD   -  COLEHARBOR (1980)
 SN0622
 SN0622                         *CURRENT SURVEY CONTROL
 SN0622  ___________________________________________________________________
 SN0622* NAD 83(1986)-  47 30 08.     (N)    101 10 23.     (W)     SCALED    
 SN0622* NAVD 88     -       609.797  (meters)    2000.64   (feet)  ADJUSTED  
 SN0622  ___________________________________________________________________
 SN0622  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SN0622  DYNAMIC HT  -         609.846 (meters)    2000.80  (feet)  COMP
 SN0622  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 SN0622
 SN0622  VERT ORDER  -  SECOND    CLASS 0
 SN0622
 SN0622.The horizontal coordinates were scaled from a topographic map and have
 SN0622.an estimated accuracy of +/- 6 seconds.
 SN0622
 SN0622.The orthometric height was determined by differential leveling
 SN0622.and adjusted by the National Geodetic Survey in June 1991..
 SN0622
 SN0622.The geoid height was determined by GEOID03.
 SN0622
 SN0622.The dynamic height is computed by dividing the NAVD 88
 SN0622.geopotential number by the normal gravity value computed on the
 SN0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0622.degrees latitude (g = 980.6199 gals.).
 SN0622
 SN0622.The modeled gravity was interpolated from observed gravity values.
 SN0622
 SN0622;                    North         East    Units  Estimated Accuracy
 SN0622;SPC ND N     -    56,060.      549,290.      MT  (+/- 180 meters Scaled)
 SN0622
 SN0622                          SUPERSEDED SURVEY CONTROL
 SN0622
 SN0622  NGVD 29 (??/??/92)  609.378  (m)         1999.27   (f) ADJ UNCH    2 0
 SN0622
 SN0622.Superseded values are not recommended for survey control.
 SN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0622.See file dsdata.txt to determine how the superseded data were derived.
 SN0622
 SN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT363632(NAD 83)
 SN0622_MARKER: DD = SURVEY DISK
 SN0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0622+STABILITY: SURFACE MOTION
 SN0622
 SN0622  HISTORY     - Date     Condition        Report By
 SN0622  HISTORY     - UNK      MONUMENTED       USE
 SN0622  HISTORY     - 1946     GOOD             NGS
 SN0622  HISTORY     - 1959     MARK NOT FOUND   NGS
 SN0622  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0622
 SN0622                          STATION DESCRIPTION
 SN0622
 SN0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0622'3.6 MI NW FROM UNDERWOOD.
 SN0622'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0622'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0622'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83 TO SITE OF MARK, BENCH
 SN0622'MARK IS AT THE INTERSECTION OF THE HIGHWAY AND THE EAST ACCESS ROAD,
 SN0622'100.0 FEET NORTHEAST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER LINE
 SN0622'OF THE HIGHWAY, 85.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0
 SN0622'FEET EAST OF A LINE OF POLES AND 2.0 FEET WEST OF A WHITE 2 X 4 IN.
 SN0622'MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 SN0622'WITH GROUND.
 SN0622
 SN0622                          STATION RECOVERY (1959)
 SN0622
 SN0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SN0622'MARK NOT FOUND.
 SN0622
 SN0622                          STATION RECOVERY (1982)
 SN0622
 SN0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0830 ***********************************************************************
 SL0830  DESIGNATION -  C 1
 SL0830  PID         -  SL0830
 SL0830  STATE/COUNTY-  ND/GRAND FORKS
 SL0830  USGS QUAD   -  NIAGARA (1963)
 SL0830
 SL0830                         *CURRENT SURVEY CONTROL
 SL0830  ___________________________________________________________________
 SL0830* NAD 83(1986)-  47 59 44.     (N)    097 52 12.     (W)     SCALED    
 SL0830* NAVD 88     -       439.102  (meters)    1440.62   (feet)  POSTED    
 SL0830  ___________________________________________________________________
 SL0830  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL0830  DYNAMIC HT  -         439.170 (meters)    1440.84  (feet)  COMP
 SL0830  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 SL0830
 SL0830  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SL0830
 SL0830.The horizontal coordinates were scaled from a topographic map and have
 SL0830.an estimated accuracy of +/- 6 seconds.
 SL0830
 SL0830.The orthometric height was determined by differential leveling
 SL0830.and adjusted by the National Geodetic Survey in 1992..
 SL0830.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SL0830.rate of 0.0 thru 1.0 mm/km.
 SL0830
 SL0830.The geoid height was determined by GEOID03.
 SL0830
 SL0830.The dynamic height is computed by dividing the NAVD 88
 SL0830.geopotential number by the normal gravity value computed on the
 SL0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0830.degrees latitude (g = 980.6199 gals.).
 SL0830
 SL0830.The modeled gravity was interpolated from observed gravity values.
 SL0830
 SL0830;                    North         East    Units  Estimated Accuracy
 SL0830;SPC ND N     -   114,040.      796,230.      MT  (+/- 180 meters Scaled)
 SL0830
 SL0830                          SUPERSEDED SURVEY CONTROL
 SL0830
 SL0830.No superseded survey control is available for this station.
 SL0830
 SL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU843164(NAD 83)
 SL0830_MARKER: DB = BENCH MARK DISK
 SL0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0830+STABILITY: SURFACE MOTION
 SL0830
 SL0830  HISTORY     - Date     Condition        Report By
 SL0830  HISTORY     - UNK      MONUMENTED       CGS
 SL0830  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0830  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0830
 SL0830                          STATION DESCRIPTION
 SL0830
 SL0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0830'IN NIAGARA.
 SL0830'AT NIAGARA, GRAND FORKS COUNTY, ON THE GREAT NORTHERN RAILWAY, 200
 SL0830'FEET EAST OF THE STATION, 100 FEET SOUTH OF THE MAIN TRACKS, 10 YARDS
 SL0830'WEST OF A SIDE ROAD CONVERGING WITH THE MAIN ROAD AT THE TRACK, AND 10
 SL0830'FEET EAST OF THE MAIN ROAD.  A STANDARD DISK, SET IN THE TOP OF A
 SL0830'CONCRETE POST.
 SL0830
 SL0830                          STATION RECOVERY (1982)
 SL0830
 SL0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0830'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0007 ***********************************************************************
 RR0007  DESIGNATION -  C 10
 RR0007  PID         -  RR0007
 RR0007  STATE/COUNTY-  ND/EMMONS
 RR0007  USGS QUAD   -  MOFFIT SE (1971)
 RR0007
 RR0007                         *CURRENT SURVEY CONTROL
 RR0007  ___________________________________________________________________
 RR0007* NAD 83(1986)-  46 33 04.     (N)    100 15 13.     (W)     SCALED    
 RR0007* NAVD 88     -       570.118  (meters)    1870.46   (feet)  ADJUSTED  
 RR0007  ___________________________________________________________________
 RR0007  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 RR0007  DYNAMIC HT  -         570.112 (meters)    1870.44  (feet)  COMP
 RR0007  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 RR0007
 RR0007  VERT ORDER  -  FIRST     CLASS II
 RR0007
 RR0007.The horizontal coordinates were scaled from a topographic map and have
 RR0007.an estimated accuracy of +/- 6 seconds.
 RR0007
 RR0007.The orthometric height was determined by differential leveling
 RR0007.and adjusted by the National Geodetic Survey in June 1991..
 RR0007
 RR0007.The geoid height was determined by GEOID03.
 RR0007
 RR0007.The dynamic height is computed by dividing the NAVD 88
 RR0007.geopotential number by the normal gravity value computed on the
 RR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0007.degrees latitude (g = 980.6199 gals.).
 RR0007
 RR0007.The modeled gravity was interpolated from observed gravity values.
 RR0007
 RR0007;                    North         East    Units  Estimated Accuracy
 RR0007;SPC ND S     -    98,340.      618,900.      MT  (+/- 180 meters Scaled)
 RR0007
 RR0007                          SUPERSEDED SURVEY CONTROL
 RR0007
 RR0007  NGVD 29 (??/??/92)  569.696  (m)         1869.08   (f) ADJ UNCH    1 2
 RR0007
 RR0007.Superseded values are not recommended for survey control.
 RR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0007.See file dsdata.txt to determine how the superseded data were derived.
 RR0007
 RR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS038560(NAD 83)
 RR0007_MARKER: DB = BENCH MARK DISK
 RR0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0007_STAMPING: C 10 1869.078 1927
 RR0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0007+STABILITY: SURFACE MOTION
 RR0007
 RR0007  HISTORY     - Date     Condition        Report By
 RR0007  HISTORY     - 1927     MONUMENTED       CGS
 RR0007  HISTORY     - 1957     GOOD             NGS
 RR0007
 RR0007                          STATION DESCRIPTION
 RR0007
 RR0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0007'5.5 MI N FROM HAZELTON.
 RR0007'5.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RR0007'HAZELTON, EMMONS COUNTY, ABOUT 190 FEET WEST OF A ROAD CROSSING NEAR
 RR0007'MILEPOST 22, 28 FEET SOUTHWEST OF THE SECOND POLE WEST OF THE
 RR0007'CROSSING, 27 FEET NORTH OF THE CENTER LINE OF THE TRACK, 23 FEET SOUTH
 RR0007'OF A SNOW FENCE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 RR0007'DISK, STAMPED 1869.078 C 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0007'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE ROAD CROSSING
 RR0007'MENTIONED IN ORIGINAL DESCRIPTION IS A FIELD ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0611 ***********************************************************************
 SN0611  DESIGNATION -  C 10
 SN0611  PID         -  SN0611
 SN0611  STATE/COUNTY-  ND/MCLEAN
 SN0611  USGS QUAD   -  GARRISON DAM NORTH (1972)
 SN0611
 SN0611                         *CURRENT SURVEY CONTROL
 SN0611  ___________________________________________________________________
 SN0611* NAD 83(1986)-  47 30 09.     (N)    101 22 39.     (W)     SCALED    
 SN0611* NAVD 88     -       595.125  (meters)    1952.51   (feet)  ADJUSTED  
 SN0611  ___________________________________________________________________
 SN0611  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SN0611  DYNAMIC HT  -         595.173 (meters)    1952.66  (feet)  COMP
 SN0611  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 SN0611
 SN0611  VERT ORDER  -  SECOND    CLASS 0
 SN0611
 SN0611.The horizontal coordinates were scaled from a topographic map and have
 SN0611.an estimated accuracy of +/- 6 seconds.
 SN0611
 SN0611.The orthometric height was determined by differential leveling
 SN0611.and adjusted by the National Geodetic Survey in June 1991..
 SN0611
 SN0611.The geoid height was determined by GEOID03.
 SN0611
 SN0611.The dynamic height is computed by dividing the NAVD 88
 SN0611.geopotential number by the normal gravity value computed on the
 SN0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0611.degrees latitude (g = 980.6199 gals.).
 SN0611
 SN0611.The modeled gravity was interpolated from observed gravity values.
 SN0611
 SN0611;                    North         East    Units  Estimated Accuracy
 SN0611;SPC ND N     -    56,250.      533,890.      MT  (+/- 180 meters Scaled)
 SN0611
 SN0611                          SUPERSEDED SURVEY CONTROL
 SN0611
 SN0611  NGVD 29 (??/??/92)  594.720  (m)         1951.18   (f) ADJ UNCH    2 0
 SN0611
 SN0611.Superseded values are not recommended for survey control.
 SN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0611.See file dsdata.txt to determine how the superseded data were derived.
 SN0611
 SN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT209637(NAD 83)
 SN0611_MARKER: DD = SURVEY DISK
 SN0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0611+STABILITY: SURFACE MOTION
 SN0611
 SN0611  HISTORY     - Date     Condition        Report By
 SN0611  HISTORY     - UNK      MONUMENTED       DOD
 SN0611  HISTORY     - 1946     GOOD             NGS
 SN0611  HISTORY     - 1959     MARK NOT FOUND   NGS
 SN0611
 SN0611                          STATION DESCRIPTION
 SN0611
 SN0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0611'13.2 MI NW FROM UNDERWOOD.
 SN0611'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0611'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0611'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 8.3 MILES
 SN0611'ALONG THE EAST ACCESS ROAD, THENCE WEST 1.3 MILES ALONG A DIRT ROAD TO
 SN0611'SITE OF MARK, BENCH MARK IS ON TOP OF A BLUFF OVERLOOKING THE MISSOURI
 SN0611'RIVER, 100.0 FEET NORTH OF SECTION CORNER, 70.0 FEET NORTH OF AN
 SN0611'EAST-WEST FENCE LINE AND 2.0 FEET SOUTH OF A WHITE 2 X 4 IN. MARKER
 SN0611'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 SN0611'ABOUT 3 INCHES ABOVE GROUND.
 SN0611
 SN0611                          STATION RECOVERY (1959)
 SN0611
 SN0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SN0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0719 ***********************************************************************
 SN0719  DESIGNATION -  C 10 B 1
 SN0719  PID         -  SN0719
 SN0719  STATE/COUNTY-  ND/MCLEAN
 SN0719  USGS QUAD   -  BENEDICT (1981)
 SN0719
 SN0719                         *CURRENT SURVEY CONTROL
 SN0719  ___________________________________________________________________
 SN0719* NAD 83(1986)-  47 45 41.     (N)    101 04 30.     (W)     SCALED    
 SN0719* NAVD 88     -       617.739  (meters)    2026.70   (feet)  ADJUSTED  
 SN0719  ___________________________________________________________________
 SN0719  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0719  DYNAMIC HT  -         617.802 (meters)    2026.91  (feet)  COMP
 SN0719  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 SN0719
 SN0719  VERT ORDER  -  SECOND    CLASS 0
 SN0719
 SN0719.The horizontal coordinates were scaled from a topographic map and have
 SN0719.an estimated accuracy of +/- 6 seconds.
 SN0719
 SN0719.The orthometric height was determined by differential leveling
 SN0719.and adjusted by the National Geodetic Survey in June 1991..
 SN0719
 SN0719.The geoid height was determined by GEOID03.
 SN0719
 SN0719.The dynamic height is computed by dividing the NAVD 88
 SN0719.geopotential number by the normal gravity value computed on the
 SN0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0719.degrees latitude (g = 980.6199 gals.).
 SN0719
 SN0719.The modeled gravity was interpolated from observed gravity values.
 SN0719
 SN0719;                    North         East    Units  Estimated Accuracy
 SN0719;SPC ND N     -    84,810.      556,900.      MT  (+/- 180 meters Scaled)
 SN0719
 SN0719                          SUPERSEDED SURVEY CONTROL
 SN0719
 SN0719  NGVD 29 (??/??/92)  617.35   (m)         2025.4    (f) COMPUTED    2 0
 SN0719
 SN0719.Superseded values are not recommended for survey control.
 SN0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0719.See file dsdata.txt to determine how the superseded data were derived.
 SN0719
 SN0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT445918(NAD 83)
 SN0719_MARKER: Z = SEE DESCRIPTION
 SN0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0719_SP_SET: CONCRETE PEDESTAL
 SN0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0719
 SN0719  HISTORY     - Date     Condition        Report By
 SN0719  HISTORY     - UNK      MONUMENTED       DOD
 SN0719  HISTORY     - 1962     GOOD             NGS
 SN0719
 SN0719                          STATION DESCRIPTION
 SN0719
 SN0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0719'4.95 MI S FROM BENEDICT.
 SN0719'ABOUT 4.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0719'AT BENEDICT, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, ON THE CREST OF A
 SN0719'HILL, 200 FEET NORTHEAST OF A FENCE CORNER, 129 FEET NORTH OF THE
 SN0719'CENTERLINE OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0719'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0720 ***********************************************************************
 SN0720  DESIGNATION -  C 10 B 2
 SN0720  PID         -  SN0720
 SN0720  STATE/COUNTY-  ND/MCLEAN
 SN0720  USGS QUAD   -  BENEDICT (1981)
 SN0720
 SN0720                         *CURRENT SURVEY CONTROL
 SN0720  ___________________________________________________________________
 SN0720* NAD 83(1986)-  47 45 28.     (N)    101 04 18.     (W)     SCALED    
 SN0720* NAVD 88     -       613.001  (meters)    2011.15   (feet)  ADJUSTED  
 SN0720  ___________________________________________________________________
 SN0720  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SN0720  DYNAMIC HT  -         613.063 (meters)    2011.36  (feet)  COMP
 SN0720  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 SN0720
 SN0720  VERT ORDER  -  SECOND    CLASS 0
 SN0720
 SN0720.The horizontal coordinates were scaled from a topographic map and have
 SN0720.an estimated accuracy of +/- 6 seconds.
 SN0720
 SN0720.The orthometric height was determined by differential leveling
 SN0720.and adjusted by the National Geodetic Survey in June 1991..
 SN0720
 SN0720.The geoid height was determined by GEOID03.
 SN0720
 SN0720.The dynamic height is computed by dividing the NAVD 88
 SN0720.geopotential number by the normal gravity value computed on the
 SN0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0720.degrees latitude (g = 980.6199 gals.).
 SN0720
 SN0720.The modeled gravity was interpolated from observed gravity values.
 SN0720
 SN0720;                    North         East    Units  Estimated Accuracy
 SN0720;SPC ND N     -    84,410.      557,140.      MT  (+/- 180 meters Scaled)
 SN0720
 SN0720                          SUPERSEDED SURVEY CONTROL
 SN0720
 SN0720  NGVD 29 (??/??/92)  612.60   (m)         2009.8    (f) COMPUTED    2 0
 SN0720
 SN0720.Superseded values are not recommended for survey control.
 SN0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0720.See file dsdata.txt to determine how the superseded data were derived.
 SN0720
 SN0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT447914(NAD 83)
 SN0720_MARKER: Z = SEE DESCRIPTION
 SN0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0720_SP_SET: CONCRETE PEDESTAL
 SN0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0720
 SN0720  HISTORY     - Date     Condition        Report By
 SN0720  HISTORY     - UNK      MONUMENTED       DOD
 SN0720  HISTORY     - 1962     GOOD             NGS
 SN0720  HISTORY     - 1963     GOOD             NGS
 SN0720
 SN0720                          STATION DESCRIPTION
 SN0720
 SN0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0720'5.3 MI S FROM BENEDICT.
 SN0720'ABOUT 4.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0720'AT BENEDICT, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 0.35 MILE
 SN0720'SOUTHEAST ACROSS A FIELD, ON THE TOP OF A RIDGE, 0.3 MILE
 SN0720'EAST-SOUTHEAST OF SITE C 10, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0720'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
 SN0720
 SN0720                          STATION RECOVERY (1963)
 SN0720
 SN0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0716 ***********************************************************************
 SN0716  DESIGNATION -  C 10 Z
 SN0716  PID         -  SN0716
 SN0716  STATE/COUNTY-  ND/MCLEAN
 SN0716  USGS QUAD   -  BENEDICT (1981)
 SN0716
 SN0716                         *CURRENT SURVEY CONTROL
 SN0716  ___________________________________________________________________
 SN0716* NAD 83(1986)-  47 46 01.     (N)    101 04 40.     (W)     SCALED    
 SN0716* NAVD 88     -       619.094  (meters)    2031.14   (feet)  ADJUSTED  
 SN0716  ___________________________________________________________________
 SN0716  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0716  DYNAMIC HT  -         619.156 (meters)    2031.35  (feet)  COMP
 SN0716  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 SN0716
 SN0716  VERT ORDER  -  SECOND    CLASS 0
 SN0716
 SN0716.The horizontal coordinates were scaled from a topographic map and have
 SN0716.an estimated accuracy of +/- 6 seconds.
 SN0716
 SN0716.The orthometric height was determined by differential leveling
 SN0716.and adjusted by the National Geodetic Survey in June 1991..
 SN0716
 SN0716.The geoid height was determined by GEOID03.
 SN0716
 SN0716.The dynamic height is computed by dividing the NAVD 88
 SN0716.geopotential number by the normal gravity value computed on the
 SN0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0716.degrees latitude (g = 980.6199 gals.).
 SN0716
 SN0716.The modeled gravity was interpolated from observed gravity values.
 SN0716
 SN0716;                    North         East    Units  Estimated Accuracy
 SN0716;SPC ND N     -    85,430.      556,690.      MT  (+/- 180 meters Scaled)
 SN0716
 SN0716                          SUPERSEDED SURVEY CONTROL
 SN0716
 SN0716  NGVD 29 (??/??/92)  618.70   (m)         2029.9    (f) COMPUTED    2 0
 SN0716
 SN0716.Superseded values are not recommended for survey control.
 SN0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0716.See file dsdata.txt to determine how the superseded data were derived.
 SN0716
 SN0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443924(NAD 83)
 SN0716_MARKER: DS = TRIANGULATION STATION DISK
 SN0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0716_STAMPING: C 10 Z 1962
 SN0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0716+STABILITY: SURFACE MOTION
 SN0716
 SN0716  HISTORY     - Date     Condition        Report By
 SN0716  HISTORY     - 1962     MONUMENTED       CGS
 SN0716
 SN0716                          STATION DESCRIPTION
 SN0716
 SN0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0716'4.4 MI S FROM BENEDICT.
 SN0716'ABOUT 4.35 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0716'AT BENEDICT, THENCE 0.05 MILE EAST ACROSS A PASTURE, ON THE CREST OF A
 SN0716'ROCKY KNOLL, 63 FEET SOUTHWEST OF R.M. 1, 57 FEET EAST OF R.M. 2, 3.5
 SN0716'FEET NORTHWEST OF A WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 SN0716'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0715 ***********************************************************************
 SN0715  DESIGNATION -  C 10 Z RM 1
 SN0715  PID         -  SN0715
 SN0715  STATE/COUNTY-  ND/MCLEAN
 SN0715  USGS QUAD   -  BENEDICT (1981)
 SN0715
 SN0715                         *CURRENT SURVEY CONTROL
 SN0715  ___________________________________________________________________
 SN0715* NAD 83(1986)-  47 46 02.     (N)    101 04 37.     (W)     SCALED    
 SN0715* NAVD 88     -       618.843  (meters)    2030.32   (feet)  ADJUSTED  
 SN0715  ___________________________________________________________________
 SN0715  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0715  DYNAMIC HT  -         618.906 (meters)    2030.53  (feet)  COMP
 SN0715  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 SN0715
 SN0715  VERT ORDER  -  SECOND    CLASS 0
 SN0715
 SN0715.The horizontal coordinates were scaled from a topographic map and have
 SN0715.an estimated accuracy of +/- 6 seconds.
 SN0715
 SN0715.The orthometric height was determined by differential leveling
 SN0715.and adjusted by the National Geodetic Survey in June 1991..
 SN0715
 SN0715.The geoid height was determined by GEOID03.
 SN0715
 SN0715.The dynamic height is computed by dividing the NAVD 88
 SN0715.geopotential number by the normal gravity value computed on the
 SN0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0715.degrees latitude (g = 980.6199 gals.).
 SN0715
 SN0715.The modeled gravity was interpolated from observed gravity values.
 SN0715
 SN0715;                    North         East    Units  Estimated Accuracy
 SN0715;SPC ND N     -    85,460.      556,760.      MT  (+/- 180 meters Scaled)
 SN0715
 SN0715                          SUPERSEDED SURVEY CONTROL
 SN0715
 SN0715  NGVD 29 (??/??/92)  618.45   (m)         2029.0    (f) COMPUTED    2 0
 SN0715
 SN0715.Superseded values are not recommended for survey control.
 SN0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0715.See file dsdata.txt to determine how the superseded data were derived.
 SN0715
 SN0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443925(NAD 83)
 SN0715_MARKER: DR = REFERENCE MARK DISK
 SN0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0715_STAMPING: C 10 Z NO 1 1962
 SN0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0715+STABILITY: SURFACE MOTION
 SN0715
 SN0715  HISTORY     - Date     Condition        Report By
 SN0715  HISTORY     - 1962     MONUMENTED       CGS
 SN0715
 SN0715                          STATION DESCRIPTION
 SN0715
 SN0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0715'4.4 MI S FROM BENEDICT.
 SN0715'ABOUT 4.35 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0715'AT BENEDICT, THENCE 0.05 MILE EAST ACROSS A PASTURE, ON THE CREST OF A
 SN0715'ROCKY KNOLL, 63.0 FEET NORTHEAST OF THE STATION C 10 Z 1962, 115.0
 SN0715'FEET EAST-NORTHEAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 SN0715'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0717 ***********************************************************************
 SN0717  DESIGNATION -  C 10 Z RM 2
 SN0717  PID         -  SN0717
 SN0717  STATE/COUNTY-  ND/MCLEAN
 SN0717  USGS QUAD   -  BENEDICT (1981)
 SN0717
 SN0717                         *CURRENT SURVEY CONTROL
 SN0717  ___________________________________________________________________
 SN0717* NAD 83(1986)-  47 46 01.     (N)    101 04 41.     (W)     SCALED    
 SN0717* NAVD 88     -       618.087  (meters)    2027.84   (feet)  ADJUSTED  
 SN0717  ___________________________________________________________________
 SN0717  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0717  DYNAMIC HT  -         618.149 (meters)    2028.04  (feet)  COMP
 SN0717  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 SN0717
 SN0717  VERT ORDER  -  SECOND    CLASS 0
 SN0717
 SN0717.The horizontal coordinates were scaled from a topographic map and have
 SN0717.an estimated accuracy of +/- 6 seconds.
 SN0717
 SN0717.The orthometric height was determined by differential leveling
 SN0717.and adjusted by the National Geodetic Survey in June 1991..
 SN0717
 SN0717.The geoid height was determined by GEOID03.
 SN0717
 SN0717.The dynamic height is computed by dividing the NAVD 88
 SN0717.geopotential number by the normal gravity value computed on the
 SN0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0717.degrees latitude (g = 980.6199 gals.).
 SN0717
 SN0717.The modeled gravity was interpolated from observed gravity values.
 SN0717
 SN0717;                    North         East    Units  Estimated Accuracy
 SN0717;SPC ND N     -    85,430.      556,670.      MT  (+/- 180 meters Scaled)
 SN0717
 SN0717                          SUPERSEDED SURVEY CONTROL
 SN0717
 SN0717  NGVD 29 (??/??/92)  617.69   (m)         2026.5    (f) COMPUTED    2 0
 SN0717
 SN0717.Superseded values are not recommended for survey control.
 SN0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0717.See file dsdata.txt to determine how the superseded data were derived.
 SN0717
 SN0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT442924(NAD 83)
 SN0717_MARKER: DR = REFERENCE MARK DISK
 SN0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0717_STAMPING: C 10 Z NO 2 1962
 SN0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0717+STABILITY: SURFACE MOTION
 SN0717
 SN0717  HISTORY     - Date     Condition        Report By
 SN0717  HISTORY     - 1962     MONUMENTED       CGS
 SN0717
 SN0717                          STATION DESCRIPTION
 SN0717
 SN0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0717'4.4 MI S FROM BENEDICT.
 SN0717'ABOUT 4.35 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0717'AT BENEDICT, THENCE 0.05 MILE EAST ACROSS A PASTURE, 115.0 FEET
 SN0717'WEST-NORTHWEST OF R.M. 1, 57.0 FEET WEST OF THE STATION C 10 Z 1962,
 SN0717'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0393 ***********************************************************************
 RR0393  DESIGNATION -  C 100
 RR0393  PID         -  RR0393
 RR0393  STATE/COUNTY-  ND/GRANT
 RR0393  USGS QUAD   -  ELGIN (1980)
 RR0393
 RR0393                         *CURRENT SURVEY CONTROL
 RR0393  ___________________________________________________________________
 RR0393* NAD 83(1986)-  46 23 57.     (N)    101 47 42.     (W)     SCALED    
 RR0393* NAVD 88     -       702.310  (meters)    2304.16   (feet)  ADJUSTED  
 RR0393  ___________________________________________________________________
 RR0393  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 RR0393  DYNAMIC HT  -         702.268 (meters)    2304.02  (feet)  COMP
 RR0393  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 RR0393
 RR0393  VERT ORDER  -  SECOND    CLASS 0
 RR0393
 RR0393.The horizontal coordinates were scaled from a topographic map and have
 RR0393.an estimated accuracy of +/- 6 seconds.
 RR0393
 RR0393.The orthometric height was determined by differential leveling
 RR0393.and adjusted by the National Geodetic Survey in June 1991..
 RR0393
 RR0393.The geoid height was determined by GEOID03.
 RR0393
 RR0393.The dynamic height is computed by dividing the NAVD 88
 RR0393.geopotential number by the normal gravity value computed on the
 RR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0393.degrees latitude (g = 980.6199 gals.).
 RR0393
 RR0393.The modeled gravity was interpolated from observed gravity values.
 RR0393
 RR0393;                    North         East    Units  Estimated Accuracy
 RR0393;SPC ND S     -    82,240.      500,420.      MT  (+/- 180 meters Scaled)
 RR0393
 RR0393                          SUPERSEDED SURVEY CONTROL
 RR0393
 RR0393  NGVD 29 (??/??/92)  701.804  (m)         2302.50   (f) ADJ UNCH    2 0
 RR0393
 RR0393.Superseded values are not recommended for survey control.
 RR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0393.See file dsdata.txt to determine how the superseded data were derived.
 RR0393
 RR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS851421(NAD 83)
 RR0393_MARKER: DB = BENCH MARK DISK
 RR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0393_STAMPING: C-100 -- 1934
 RR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0393+STABILITY: SURFACE MOTION
 RR0393
 RR0393  HISTORY     - Date     Condition        Report By
 RR0393  HISTORY     - 1934     MONUMENTED       CGS
 RR0393  HISTORY     - 1956     GOOD             NGS
 RR0393
 RR0393                          STATION DESCRIPTION
 RR0393
 RR0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0393'2.5 MI E FROM ELGIN.
 RR0393'2.5 MILES EAST OF STATION AT ELGIN.  0.5 OF MILE EAST OF M.P.NO.65.
 RR0393'487 FEET EAST OF SECTION LINE ROAD THAT CROSSES TRACK.  80 FEET EAST
 RR0393'OF A TELEGRAPH POLE AND SET IN LINE WITH A ROW OF POLES.  41.4 FEET
 RR0393'NORTH OF NORTH RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE
 RR0393'POST 6 INCHES HIGH.
 RR0393
 RR0393                          STATION RECOVERY (1956)
 RR0393
 RR0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0084 ***********************************************************************
 RS0084  DESIGNATION -  C 101
 RS0084  PID         -  RS0084
 RS0084  STATE/COUNTY-  ND/BOWMAN
 RS0084  USGS QUAD   -  REEDER (1969)
 RS0084
 RS0084                         *CURRENT SURVEY CONTROL
 RS0084  ___________________________________________________________________
 RS0084* NAD 83(1986)-  46 06 35.     (N)    102 59 45.     (W)     SCALED    
 RS0084* NAVD 88     -       842.610  (meters)    2764.46   (feet)  ADJUSTED  
 RS0084  ___________________________________________________________________
 RS0084  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 RS0084  DYNAMIC HT  -         842.523 (meters)    2764.18  (feet)  COMP
 RS0084  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 RS0084
 RS0084  VERT ORDER  -  SECOND    CLASS 0
 RS0084
 RS0084.The horizontal coordinates were scaled from a topographic map and have
 RS0084.an estimated accuracy of +/- 6 seconds.
 RS0084
 RS0084.The orthometric height was determined by differential leveling
 RS0084.and adjusted by the National Geodetic Survey in June 1991..
 RS0084
 RS0084.The geoid height was determined by GEOID03.
 RS0084
 RS0084.The dynamic height is computed by dividing the NAVD 88
 RS0084.geopotential number by the normal gravity value computed on the
 RS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0084.degrees latitude (g = 980.6199 gals.).
 RS0084
 RS0084.The modeled gravity was interpolated from observed gravity values.
 RS0084
 RS0084;                    North         East    Units  Estimated Accuracy
 RS0084;SPC ND S     -    52,310.      407,080.      MT  (+/- 180 meters Scaled)
 RS0084
 RS0084                          SUPERSEDED SURVEY CONTROL
 RS0084
 RS0084  NGVD 29 (??/??/92)  842.110  (m)         2762.82   (f) ADJ UNCH    2 0
 RS0084
 RS0084.Superseded values are not recommended for survey control.
 RS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0084.See file dsdata.txt to determine how the superseded data were derived.
 RS0084
 RS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM548081(NAD 83)
 RS0084_MARKER: DB = BENCH MARK DISK
 RS0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0084_STAMPING: C 101 1934
 RS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0084+STABILITY: SURFACE MOTION
 RS0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0084+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2003
 RS0084
 RS0084  HISTORY     - Date     Condition        Report By
 RS0084  HISTORY     - 1934     MONUMENTED       CGS
 RS0084  HISTORY     - 20030122 GOOD             NDDT
 RS0084
 RS0084                          STATION DESCRIPTION
 RS0084
 RS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0084'2.4 MI NW FROM REEDER.
 RS0084'IN BOWMAN COUNTY, 2.4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE,
 RS0084'ST. PAUL AND PACIFIC RAILROAD FROM THE STATION AT REEDER, ADAMS
 RS0084'COUNTY, 33 FEET EAST OF MILEPOST 947, AT A ROAD CROSSING, 42 FEET
 RS0084'SOUTH OF THE SOUTH RAIL, 37 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RS0084'6.2 FEET NORTHWEST OF A FENCE CORNER, AND 4.3 FEET NORTH OF THE
 RS0084'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 101 1934 AND SET IN
 RS0084'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 RS0084
 RS0084                          STATION RECOVERY (2003)
 RS0084
 RS0084'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (GLL)
 RS0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0289 ***********************************************************************
 RR0289  DESIGNATION -  C 11
 RR0289  PID         -  RR0289
 RR0289  STATE/COUNTY-  ND/BURLEIGH
 RR0289  USGS QUAD   -  BISMARCK (1976)
 RR0289
 RR0289                         *CURRENT SURVEY CONTROL
 RR0289  ___________________________________________________________________
 RR0289* NAD 83(1986)-  46 51 20.     (N)    100 45 35.     (W)     SCALED    
 RR0289* NAVD 88     -       531.967  (meters)    1745.30   (feet)  POSTED    
 RR0289  ___________________________________________________________________
 RR0289  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0289  DYNAMIC HT  -         531.970 (meters)    1745.30  (feet)  COMP
 RR0289  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 RR0289
 RR0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 RR0289
 RR0289.The horizontal coordinates were scaled from a topographic map and have
 RR0289.an estimated accuracy of +/- 6 seconds.
 RR0289
 RR0289.The orthometric height was determined by differential leveling
 RR0289.and adjusted by the National Geodetic Survey in 1992..
 RR0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 RR0289.rate of 0.0 thru 1.0 mm/km.
 RR0289
 RR0289.The geoid height was determined by GEOID03.
 RR0289
 RR0289.The dynamic height is computed by dividing the NAVD 88
 RR0289.geopotential number by the normal gravity value computed on the
 RR0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0289.degrees latitude (g = 980.6199 gals.).
 RR0289
 RR0289.The modeled gravity was interpolated from observed gravity values.
 RR0289
 RR0289;                    North         East    Units  Estimated Accuracy
 RR0289;SPC ND S     -   132,190.      580,200.      MT  (+/- 180 meters Scaled)
 RR0289
 RR0289                          SUPERSEDED SURVEY CONTROL
 RR0289
 RR0289.No superseded survey control is available for this station.
 RR0289
 RR0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS658906(NAD 83)
 RR0289_MARKER: DB = BENCH MARK DISK
 RR0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0289_STAMPING: 1743.911 C 11 1927
 RR0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0289+STABILITY: SURFACE MOTION
 RR0289
 RR0289  HISTORY     - Date     Condition        Report By
 RR0289  HISTORY     - 1927     MONUMENTED       CGS
 RR0289  HISTORY     - 1962     MARK NOT FOUND   NGS
 RR0289
 RR0289                          STATION DESCRIPTION
 RR0289
 RR0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RR0289'4 MI N FROM BISMARCK.
 RR0289'4 MILES NORTH ALONG THE SOO LINE RAILROAD FROM BISMARCK, BURLEIGH
 RR0289'COUNTY, 375 FEET NORTH OF A ROAD CROSSING, 240 FEET SOUTHEAST OF
 RR0289'MILEPOST 426, 38.5 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 8
 RR0289'FEET FROM THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RR0289'1743.911 C 11 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RR0289'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0465 ***********************************************************************
 SN0465  DESIGNATION -  C 11 B 1
 SN0465  PID         -  SN0465
 SN0465  STATE/COUNTY-  ND/MCLEAN
 SN0465  USGS QUAD   -  BENEDICT (1981)
 SN0465
 SN0465                         *CURRENT SURVEY CONTROL
 SN0465  ___________________________________________________________________
 SN0465* NAD 83(1986)-  47 49 18.     (N)    101 01 38.     (W)     SCALED    
 SN0465* NAVD 88     -       655.990  (meters)    2152.19   (feet)  ADJUSTED  
 SN0465  ___________________________________________________________________
 SN0465  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SN0465  DYNAMIC HT  -         656.055 (meters)    2152.41  (feet)  COMP
 SN0465  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0465
 SN0465  VERT ORDER  -  SECOND    CLASS 0
 SN0465
 SN0465.The horizontal coordinates were scaled from a topographic map and have
 SN0465.an estimated accuracy of +/- 6 seconds.
 SN0465
 SN0465.The orthometric height was determined by differential leveling
 SN0465.and adjusted by the National Geodetic Survey in June 1991..
 SN0465
 SN0465.The geoid height was determined by GEOID03.
 SN0465
 SN0465.The dynamic height is computed by dividing the NAVD 88
 SN0465.geopotential number by the normal gravity value computed on the
 SN0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0465.degrees latitude (g = 980.6199 gals.).
 SN0465
 SN0465.The modeled gravity was interpolated from observed gravity values.
 SN0465
 SN0465;                    North         East    Units  Estimated Accuracy
 SN0465;SPC ND N     -    91,490.      560,520.      MT  (+/- 180 meters Scaled)
 SN0465
 SN0465                          SUPERSEDED SURVEY CONTROL
 SN0465
 SN0465  NGVD 29 (??/??/92)  655.60   (m)         2150.9    (f) COMPUTED    2 0
 SN0465
 SN0465.Superseded values are not recommended for survey control.
 SN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0465.See file dsdata.txt to determine how the superseded data were derived.
 SN0465
 SN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT482984(NAD 83)
 SN0465_MARKER: Z = SEE DESCRIPTION
 SN0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0465_SP_SET: CONCRETE PEDESTAL
 SN0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0465
 SN0465  HISTORY     - Date     Condition        Report By
 SN0465  HISTORY     - UNK      MONUMENTED       DOD
 SN0465  HISTORY     - 1962     GOOD             NGS
 SN0465
 SN0465                          STATION DESCRIPTION
 SN0465
 SN0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0465'4.15 MI E FROM BENEDICT.
 SN0465'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0465'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0465'EAST ALONG A GRAVELED ROAD, THENCE 1.3 MILES SOUTH ALONG A GRAVELED
 SN0465'ROAD, ABOUT 0.1 MILE NORTH OF A GRAVELED ROAD JUNCTION, 38 FEET EAST
 SN0465'OF THE CENTERLINE OF THE GRAVELED ROAD, IN A FIELD, A 1 1/2 X 4 FOOT
 SN0465'CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZIMUTH.  NOTE--
 SN0465'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0469 ***********************************************************************
 SN0469  DESIGNATION -  C 11 B 2
 SN0469  PID         -  SN0469
 SN0469  STATE/COUNTY-  ND/MCLEAN
 SN0469  USGS QUAD   -  BENEDICT (1981)
 SN0469
 SN0469                         *CURRENT SURVEY CONTROL
 SN0469  ___________________________________________________________________
 SN0469* NAD 83(1986)-  47 49 03.     (N)    101 01 21.     (W)     SCALED    
 SN0469* NAVD 88     -       650.845  (meters)    2135.31   (feet)  ADJUSTED  
 SN0469  ___________________________________________________________________
 SN0469  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 SN0469  DYNAMIC HT  -         650.909 (meters)    2135.52  (feet)  COMP
 SN0469  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 SN0469
 SN0469  VERT ORDER  -  SECOND    CLASS 0
 SN0469
 SN0469.The horizontal coordinates were scaled from a topographic map and have
 SN0469.an estimated accuracy of +/- 6 seconds.
 SN0469
 SN0469.The orthometric height was determined by differential leveling
 SN0469.and adjusted by the National Geodetic Survey in June 1991..
 SN0469
 SN0469.The geoid height was determined by GEOID03.
 SN0469
 SN0469.The dynamic height is computed by dividing the NAVD 88
 SN0469.geopotential number by the normal gravity value computed on the
 SN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0469.degrees latitude (g = 980.6199 gals.).
 SN0469
 SN0469.The modeled gravity was interpolated from observed gravity values.
 SN0469
 SN0469;                    North         East    Units  Estimated Accuracy
 SN0469;SPC ND N     -    91,020.      560,870.      MT  (+/- 180 meters Scaled)
 SN0469
 SN0469                          SUPERSEDED SURVEY CONTROL
 SN0469
 SN0469  NGVD 29 (??/??/92)  650.45   (m)         2134.0    (f) COMPUTED    2 0
 SN0469
 SN0469.Superseded values are not recommended for survey control.
 SN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0469.See file dsdata.txt to determine how the superseded data were derived.
 SN0469
 SN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT486979(NAD 83)
 SN0469_MARKER: Z = SEE DESCRIPTION
 SN0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0469_SP_SET: CONCRETE PEDESTAL
 SN0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0469
 SN0469  HISTORY     - Date     Condition        Report By
 SN0469  HISTORY     - UNK      MONUMENTED       DOD
 SN0469  HISTORY     - 1962     GOOD             NGS
 SN0469
 SN0469                          STATION DESCRIPTION
 SN0469
 SN0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0469'4.65 MI SE FROM BENEDICT.
 SN0469'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0469'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0469'EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED
 SN0469'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0469'SOUTHEAST ACROSS A FIELD, ON THE TOP OF A RISE, 330 PACES SOUTH OF THE
 SN0469'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  A USAF
 SN0469'MONOLITH AZIMUTH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0466 ***********************************************************************
 SN0466  DESIGNATION -  C 11 Z
 SN0466  PID         -  SN0466
 SN0466  STATE/COUNTY-  ND/MCLEAN
 SN0466  USGS QUAD   -  BENEDICT (1981)
 SN0466
 SN0466                         *CURRENT SURVEY CONTROL
 SN0466  ___________________________________________________________________
 SN0466* NAD 83(1986)-  47 49 07.     (N)    101 01 56.     (W)     SCALED    
 SN0466* NAVD 88     -       647.611  (meters)    2124.70   (feet)  ADJUSTED  
 SN0466  ___________________________________________________________________
 SN0466  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SN0466  DYNAMIC HT  -         647.675 (meters)    2124.91  (feet)  COMP
 SN0466  MODELED GRAV-     980,689.5   (mgal)                       NAVD 88
 SN0466
 SN0466  VERT ORDER  -  SECOND    CLASS 0
 SN0466
 SN0466.The horizontal coordinates were scaled from a topographic map and have
 SN0466.an estimated accuracy of +/- 6 seconds.
 SN0466
 SN0466.The orthometric height was determined by differential leveling
 SN0466.and adjusted by the National Geodetic Survey in June 1991..
 SN0466
 SN0466.The geoid height was determined by GEOID03.
 SN0466
 SN0466.The dynamic height is computed by dividing the NAVD 88
 SN0466.geopotential number by the normal gravity value computed on the
 SN0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0466.degrees latitude (g = 980.6199 gals.).
 SN0466
 SN0466.The modeled gravity was interpolated from observed gravity values.
 SN0466
 SN0466;                    North         East    Units  Estimated Accuracy
 SN0466;SPC ND N     -    91,150.      560,150.      MT  (+/- 180 meters Scaled)
 SN0466
 SN0466                          SUPERSEDED SURVEY CONTROL
 SN0466
 SN0466  NGVD 29 (??/??/92)  647.22   (m)         2123.4    (f) COMPUTED    2 0
 SN0466
 SN0466.Superseded values are not recommended for survey control.
 SN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0466.See file dsdata.txt to determine how the superseded data were derived.
 SN0466
 SN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT478981(NAD 83)
 SN0466_MARKER: DS = TRIANGULATION STATION DISK
 SN0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0466_STAMPING: C 11 Z 1962
 SN0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0466+STABILITY: SURFACE MOTION
 SN0466
 SN0466  HISTORY     - Date     Condition        Report By
 SN0466  HISTORY     - 1962     MONUMENTED       CGS
 SN0466
 SN0466                          STATION DESCRIPTION
 SN0466
 SN0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0466'4.85 MI E FROM BENEDICT.
 SN0466'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0466'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0466'EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED
 SN0466'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, 0.25 MILE WEST OF A
 SN0466'T-ROAD JUNCTION, 34 PACES SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT 4
 SN0466'1/2 FEET EAST OF A WITNESS POST, 2 PACES NORTHEAST OF A POWER POLE,
 SN0466'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0468 ***********************************************************************
 SN0468  DESIGNATION -  C 11 Z RM 1
 SN0468  PID         -  SN0468
 SN0468  STATE/COUNTY-  ND/MCLEAN
 SN0468  USGS QUAD   -  BENEDICT (1981)
 SN0468
 SN0468                         *CURRENT SURVEY CONTROL
 SN0468  ___________________________________________________________________
 SN0468* NAD 83(1986)-  47 49 07.     (N)    101 01 56.     (W)     SCALED    
 SN0468* NAVD 88     -       647.602  (meters)    2124.67   (feet)  ADJUSTED  
 SN0468  ___________________________________________________________________
 SN0468  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SN0468  DYNAMIC HT  -         647.666 (meters)    2124.88  (feet)  COMP
 SN0468  MODELED GRAV-     980,689.5   (mgal)                       NAVD 88
 SN0468
 SN0468  VERT ORDER  -  SECOND    CLASS 0
 SN0468
 SN0468.The horizontal coordinates were scaled from a topographic map and have
 SN0468.an estimated accuracy of +/- 6 seconds.
 SN0468
 SN0468.The orthometric height was determined by differential leveling
 SN0468.and adjusted by the National Geodetic Survey in June 1991..
 SN0468
 SN0468.The geoid height was determined by GEOID03.
 SN0468
 SN0468.The dynamic height is computed by dividing the NAVD 88
 SN0468.geopotential number by the normal gravity value computed on the
 SN0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0468.degrees latitude (g = 980.6199 gals.).
 SN0468
 SN0468.The modeled gravity was interpolated from observed gravity values.
 SN0468
 SN0468;                    North         East    Units  Estimated Accuracy
 SN0468;SPC ND N     -    91,150.      560,150.      MT  (+/- 180 meters Scaled)
 SN0468
 SN0468                          SUPERSEDED SURVEY CONTROL
 SN0468
 SN0468  NGVD 29 (??/??/92)  647.21   (m)         2123.4    (f) COMPUTED    2 0
 SN0468
 SN0468.Superseded values are not recommended for survey control.
 SN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0468.See file dsdata.txt to determine how the superseded data were derived.
 SN0468
 SN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT478981(NAD 83)
 SN0468_MARKER: DR = REFERENCE MARK DISK
 SN0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0468_STAMPING: C 11 Z NO 1 1962
 SN0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0468+STABILITY: SURFACE MOTION
 SN0468
 SN0468  HISTORY     - Date     Condition        Report By
 SN0468  HISTORY     - 1962     MONUMENTED       CGS
 SN0468
 SN0468                          STATION DESCRIPTION
 SN0468
 SN0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0468'4.85 MI E FROM BENEDICT.
 SN0468'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0468'BENEDICT, THENCE 0.15 MILE SOUTH ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0468'EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED
 SN0468'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, 0.25 MILE WEST OF A
 SN0468'T-ROAD JUNCTION, 22 PACES SOUTH OF THE CENTERLINE OF THE ROAD, 15
 SN0468'PACES NORTHEAST OF A POWER POLE, 13 PACES NORTHEAST OF THE STATION
 SN0468'MARK C 11 Z 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SN0468'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0467 ***********************************************************************
 SN0467  DESIGNATION -  C 11 Z RM 2
 SN0467  PID         -  SN0467
 SN0467  STATE/COUNTY-  ND/MCLEAN
 SN0467  USGS QUAD   -  BENEDICT (1981)
 SN0467
 SN0467                         *CURRENT SURVEY CONTROL
 SN0467  ___________________________________________________________________
 SN0467* NAD 83(1986)-  47 49 07.     (N)    101 01 54.     (W)     SCALED    
 SN0467* NAVD 88     -       647.622  (meters)    2124.74   (feet)  ADJUSTED  
 SN0467  ___________________________________________________________________
 SN0467  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SN0467  DYNAMIC HT  -         647.686 (meters)    2124.95  (feet)  COMP
 SN0467  MODELED GRAV-     980,689.4   (mgal)                       NAVD 88
 SN0467
 SN0467  VERT ORDER  -  SECOND    CLASS 0
 SN0467
 SN0467.The horizontal coordinates were scaled from a topographic map and have
 SN0467.an estimated accuracy of +/- 6 seconds.
 SN0467
 SN0467.The orthometric height was determined by differential leveling
 SN0467.and adjusted by the National Geodetic Survey in June 1991..
 SN0467
 SN0467.The geoid height was determined by GEOID03.
 SN0467
 SN0467.The dynamic height is computed by dividing the NAVD 88
 SN0467.geopotential number by the normal gravity value computed on the
 SN0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0467.degrees latitude (g = 980.6199 gals.).
 SN0467
 SN0467.The modeled gravity was interpolated from observed gravity values.
 SN0467
 SN0467;                    North         East    Units  Estimated Accuracy
 SN0467;SPC ND N     -    91,150.      560,190.      MT  (+/- 180 meters Scaled)
 SN0467
 SN0467                          SUPERSEDED SURVEY CONTROL
 SN0467
 SN0467  NGVD 29 (??/??/92)  647.23   (m)         2123.5    (f) COMPUTED    2 0
 SN0467
 SN0467.Superseded values are not recommended for survey control.
 SN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0467.See file dsdata.txt to determine how the superseded data were derived.
 SN0467
 SN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT479981(NAD 83)
 SN0467_MARKER: DR = REFERENCE MARK DISK
 SN0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0467_STAMPING: C 11 Z NO 2 1962
 SN0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0467+STABILITY: SURFACE MOTION
 SN0467
 SN0467  HISTORY     - Date     Condition        Report By
 SN0467  HISTORY     - 1962     MONUMENTED       CGS
 SN0467
 SN0467                          STATION DESCRIPTION
 SN0467
 SN0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0467'4.85 MI E FROM BENEDICT.
 SN0467'ABOUT 2.2 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0467'BENEDICT, THENCE 0.15 MILE SOUT ALONG A FIELD ROAD, THENCE 0.5 MILE
 SN0467'EAST ALONG A GRAVELED ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED
 SN0467'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, 0.25 MILE WEST OF A
 SN0467'T-ROAD JUNCTION, 21 PACES SOUTH OF THE CENTERLINE OF THE ROAD, 13
 SN0467'PACES NORTHWEST OF THE STATION MARK C 11 Z 1962, AND SET IN THE TOP OF
 SN0467'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0342 ***********************************************************************
 TD0342  DESIGNATION -  C 116
 TD0342  PID         -  TD0342
 TD0342  STATE/COUNTY-  ND/WALSH
 TD0342  USGS QUAD   -  ARDOCH (1972)
 TD0342
 TD0342                         *CURRENT SURVEY CONTROL
 TD0342  ___________________________________________________________________
 TD0342* NAD 83(1986)-  48 11 56.     (N)    097 16 05.     (W)     SCALED    
 TD0342* NAVD 88     -       249.789  (meters)     819.52   (feet)  ADJUSTED  
 TD0342  ___________________________________________________________________
 TD0342  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 TD0342  DYNAMIC HT  -         249.843 (meters)     819.69  (feet)  COMP
 TD0342  MODELED GRAV-     980,818.5   (mgal)                       NAVD 88
 TD0342
 TD0342  VERT ORDER  -  SECOND    CLASS 0
 TD0342
 TD0342.The horizontal coordinates were scaled from a topographic map and have
 TD0342.an estimated accuracy of +/- 6 seconds.
 TD0342
 TD0342.The orthometric height was determined by differential leveling
 TD0342.and adjusted by the National Geodetic Survey in June 1991..
 TD0342
 TD0342.The geoid height was determined by GEOID03.
 TD0342
 TD0342.The dynamic height is computed by dividing the NAVD 88
 TD0342.geopotential number by the normal gravity value computed on the
 TD0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0342.degrees latitude (g = 980.6199 gals.).
 TD0342
 TD0342.The modeled gravity was interpolated from observed gravity values.
 TD0342
 TD0342;                    North         East    Units  Estimated Accuracy
 TD0342;SPC ND N     -   138,340.      840,170.      MT  (+/- 180 meters Scaled)
 TD0342
 TD0342                          SUPERSEDED SURVEY CONTROL
 TD0342
 TD0342  NGVD 29 (??/??/92)  249.449  (m)          818.40   (f) ADJ UNCH    2 0
 TD0342
 TD0342.Superseded values are not recommended for survey control.
 TD0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0342.See file dsdata.txt to determine how the superseded data were derived.
 TD0342
 TD0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU286398(NAD 83)
 TD0342_MARKER: DB = BENCH MARK DISK
 TD0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0342+STABILITY: SURFACE MOTION
 TD0342
 TD0342  HISTORY     - Date     Condition        Report By
 TD0342  HISTORY     - UNK      MONUMENTED       CGS
 TD0342  HISTORY     - 1934     GOOD             NGS
 TD0342  HISTORY     - 1966     MARK NOT FOUND   USGS
 TD0342
 TD0342                          STATION DESCRIPTION
 TD0342
 TD0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0342'2.5 MI W FROM POLAND.
 TD0342'2 1/2 MILES WEST OF POLAND, N. DAK. ON THE SOO LINE R.R. 35 MILES EAST
 TD0342'OF ARDOCH, N. DAK. 45 FEET SOUTH OF TRACK, 2 3/4 POLES WEST OF MILE
 TD0342'POST 361.  BEMIDJI, MINN. VIA THIEF RIVER FALLS, MINN. TO ARDOCH, N.D.
 TD0342'NOTE-- RR CONSTRUCTION IN AREA.
 TD0342
 TD0342                          STATION RECOVERY (1966)
 TD0342
 TD0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TD0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0575 ***********************************************************************
 SL0575  DESIGNATION -  C 117
 SL0575  PID         -  SL0575
 SL0575  STATE/COUNTY-  ND/CASS
 SL0575  USGS QUAD   -  PAGE SE (1967)
 SL0575
 SL0575                         *CURRENT SURVEY CONTROL
 SL0575  ___________________________________________________________________
 SL0575* NAD 83(1986)-  47 02 10.     (N)    097 33 26.     (W)     SCALED    
 SL0575* NAVD 88     -       368.335  (meters)    1208.45   (feet)  ADJUSTED  
 SL0575  ___________________________________________________________________
 SL0575  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SL0575  DYNAMIC HT  -         368.368 (meters)    1208.55  (feet)  COMP
 SL0575  MODELED GRAV-     980,692.3   (mgal)                       NAVD 88
 SL0575
 SL0575  VERT ORDER  -  SECOND    CLASS 0
 SL0575
 SL0575.The horizontal coordinates were scaled from a topographic map and have
 SL0575.an estimated accuracy of +/- 6 seconds.
 SL0575
 SL0575.The orthometric height was determined by differential leveling
 SL0575.and adjusted by the National Geodetic Survey in June 1991..
 SL0575
 SL0575.The geoid height was determined by GEOID03.
 SL0575
 SL0575.The dynamic height is computed by dividing the NAVD 88
 SL0575.geopotential number by the normal gravity value computed on the
 SL0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0575.degrees latitude (g = 980.6199 gals.).
 SL0575
 SL0575.The modeled gravity was interpolated from observed gravity values.
 SL0575
 SL0575;                    North         East    Units  Estimated Accuracy
 SL0575;SPC ND S     -   156,410.      823,600.      MT  (+/- 180 meters Scaled)
 SL0575
 SL0575                          SUPERSEDED SURVEY CONTROL
 SL0575
 SL0575  NGVD 29 (??/??/92)  367.985  (m)         1207.30   (f) ADJ UNCH    2 0
 SL0575
 SL0575.Superseded values are not recommended for survey control.
 SL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0575.See file dsdata.txt to determine how the superseded data were derived.
 SL0575
 SL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT096101(NAD 83)
 SL0575_MARKER: DB = BENCH MARK DISK
 SL0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0575_SP_SET: CONCRETE POST
 SL0575_STAMPING: C 117 1934
 SL0575_MARK LOGO: CGS   
 SL0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0575+STABILITY: SURFACE MOTION
 SL0575
 SL0575  HISTORY     - Date     Condition        Report By
 SL0575  HISTORY     - 1934     MONUMENTED       CGS
 SL0575  HISTORY     - 1964     GOOD             NGS
 SL0575  HISTORY     - 1967     GOOD             DOD
 SL0575  HISTORY     - 19910421 GOOD             NDWC
 SL0575
 SL0575                          STATION DESCRIPTION
 SL0575
 SL0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0575'8.0 MI N FROM BUFFALO.
 SL0575'8.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0575'NORTHERN PACIFIC RAILROAD AT BUFFALO, IN SECTION 8, R 54 W, T 141 N,
 SL0575'NEAR THE T JUNCTION OF A GRAVELED ROAD LEADING NORTH, 300 FEET EAST OF
 SL0575'THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE OF AN
 SL0575'EAST-WEST ROAD, 35 FEETT EAST OF THE CENTER LINE OF THE ROAD LEADING
 SL0575'NORTH, 44 FEET NORTHEAST OF THE CENTER OF A T JUNCTION, 7 FEET WEST OF
 SL0575'A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT ABOVE
 SL0575'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0575'INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0575
 SL0575                          STATION RECOVERY (1967)
 SL0575
 SL0575'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 SL0575'RECOVERED IN GOOD CONDITION.
 SL0575
 SL0575                          STATION RECOVERY (1991)
 SL0575
 SL0575'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SL0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0006 ***********************************************************************
 SM0006  DESIGNATION -  C 118
 SM0006  PID         -  SM0006
 SM0006  STATE/COUNTY-  ND/NELSON
 SM0006  USGS QUAD   -  TOLNA (1951)
 SM0006
 SM0006                         *CURRENT SURVEY CONTROL
 SM0006  ___________________________________________________________________
 SM0006* NAD 83(1986)-  47 48 58.     (N)    098 23 56.     (W)     SCALED    
 SM0006* NAVD 88     -       445.844  (meters)    1462.74   (feet)  ADJUSTED  
 SM0006  ___________________________________________________________________
 SM0006  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 SM0006  DYNAMIC HT  -         445.919 (meters)    1462.99  (feet)  COMP
 SM0006  MODELED GRAV-     980,764.9   (mgal)                       NAVD 88
 SM0006
 SM0006  VERT ORDER  -  SECOND    CLASS 0
 SM0006
 SM0006.The horizontal coordinates were scaled from a topographic map and have
 SM0006.an estimated accuracy of +/- 6 seconds.
 SM0006
 SM0006.The orthometric height was determined by differential leveling
 SM0006.and adjusted by the National Geodetic Survey in June 1991..
 SM0006
 SM0006.The geoid height was determined by GEOID03.
 SM0006
 SM0006.The dynamic height is computed by dividing the NAVD 88
 SM0006.geopotential number by the normal gravity value computed on the
 SM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0006.degrees latitude (g = 980.6199 gals.).
 SM0006
 SM0006.The modeled gravity was interpolated from observed gravity values.
 SM0006
 SM0006;                    North         East    Units  Estimated Accuracy
 SM0006;SPC ND N     -    92,880.      757,330.      MT  (+/- 180 meters Scaled)
 SM0006
 SM0006                          SUPERSEDED SURVEY CONTROL
 SM0006
 SM0006  NGVD 29 (??/??/92)  445.498  (m)         1461.60   (f) ADJ UNCH    2 0
 SM0006
 SM0006.Superseded values are not recommended for survey control.
 SM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0006.See file dsdata.txt to determine how the superseded data were derived.
 SM0006
 SM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT449960(NAD 83)
 SM0006_MARKER: DB = BENCH MARK DISK
 SM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0006_STAMPING: C 118 1934
 SM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0006+STABILITY: SURFACE MOTION
 SM0006
 SM0006  HISTORY     - Date     Condition        Report By
 SM0006  HISTORY     - 1934     MONUMENTED       CGS
 SM0006  HISTORY     - 1963     GOOD             NGS
 SM0006
 SM0006                          STATION DESCRIPTION
 SM0006
 SM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0006'2.0 MI E FROM TOLNA.
 SM0006'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0006'AT TOLNA, OR ABOUT 3.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY
 SM0006'FROM THE STATION AT PEKIN, IN SECTION 12, T 151 N, R 61 W, 89 FEET
 SM0006'NORTHEAST OF THE CENTER OF A TRACK ROAD CROSSING, 3 FEET EAST OF THE
 SM0006'FOURTH TELEPHONE POLE EAST OF MILEPOST 89, 34 FEET NORTH OF THE NORTH
 SM0006'RAIL, 74 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 2 1/2
 SM0006'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 SM0006'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0849 ***********************************************************************
 SN0849  DESIGNATION -  C 12
 SN0849  PID         -  SN0849
 SN0849  STATE/COUNTY-  ND/MCLEAN
 SN0849  USGS QUAD   -  WASHBURN NE (1980)
 SN0849
 SN0849                         *CURRENT SURVEY CONTROL
 SN0849  ___________________________________________________________________
 SN0849* NAD 83(1986)-  47 23 54.     (N)    101 06 21.     (W)     SCALED    
 SN0849* NAVD 88     -       588.445  (meters)    1930.59   (feet)  ADJUSTED  
 SN0849  ___________________________________________________________________
 SN0849  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SN0849  DYNAMIC HT  -         588.488 (meters)    1930.73  (feet)  COMP
 SN0849  MODELED GRAV-     980,666.6   (mgal)                       NAVD 88
 SN0849
 SN0849  VERT ORDER  -  FIRST     CLASS II
 SN0849
 SN0849.The horizontal coordinates were scaled from a topographic map and have
 SN0849.an estimated accuracy of +/- 6 seconds.
 SN0849
 SN0849.The orthometric height was determined by differential leveling
 SN0849.and adjusted by the National Geodetic Survey in June 1991..
 SN0849
 SN0849.The geoid height was determined by GEOID03.
 SN0849
 SN0849.The dynamic height is computed by dividing the NAVD 88
 SN0849.geopotential number by the normal gravity value computed on the
 SN0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0849.degrees latitude (g = 980.6199 gals.).
 SN0849
 SN0849.The modeled gravity was interpolated from observed gravity values.
 SN0849
 SN0849;                    North         East    Units  Estimated Accuracy
 SN0849;SPC ND N     -    44,470.      554,270.      MT  (+/- 180 meters Scaled)
 SN0849
 SN0849                          SUPERSEDED SURVEY CONTROL
 SN0849
 SN0849.No superseded survey control is available for this station.
 SN0849
 SN0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT410515(NAD 83)
 SN0849_MARKER: DB = BENCH MARK DISK
 SN0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0849_STAMPING: C 12 1927 1929.212
 SN0849_MARK LOGO: CGS   
 SN0849_PROJECTION: PROJECTING 5 CENTIMETERS
 SN0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0849+STABILITY: SURFACE MOTION
 SN0849
 SN0849  HISTORY     - Date     Condition        Report By
 SN0849  HISTORY     - 1927     MONUMENTED       CGS
 SN0849  HISTORY     - 1962     GOOD             NGS
 SN0849  HISTORY     - 1982     GOOD             NGS
 SN0849
 SN0849                          STATION DESCRIPTION
 SN0849
 SN0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0849'2.6 MI NW FROM FALKIRK.
 SN0849'2.6 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0849'FALKIRK, AT MILEPOLE 507, 90.5 FEET SOUTHEAST OF THE MILEPOLE, 19 FEET
 SN0849'EAST OF A FENCE LINE, 30.5 FEET WEST OF THE WEST RAIL, 2 FEET NORTH OF
 SN0849'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, A DISK IN THE TOP
 SN0849'OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SN0849
 SN0849                          STATION RECOVERY (1982)
 SN0849
 SN0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0849'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0849'6.9 KM (4.3 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN0849'WITH STATE HIGHWAY 200 IN UNDERWOOD, 70.5 METERS (231.3 FT) WEST OF
 SN0849'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 27.5 METERS
 SN0849'(90.2 FT) SOUTHEAST OF RAILROAD MILEPOST 507, 9.2 METERS (30.2 FT)
 SN0849'WEST OF THE NEAR RAIL OF THE SOO LINE RAILROAD AND 5.8 METERS (19.0
 SN0849'FT) EAST OF A FENCE.
 SN0849'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SN0849'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0004 ***********************************************************************
 SN0004  DESIGNATION -  C 122
 SN0004  PID         -  SN0004
 SN0004  STATE/COUNTY-  ND/PIERCE
 SN0004  USGS QUAD   -  CLIFTON (1986)
 SN0004
 SN0004                         *CURRENT SURVEY CONTROL
 SN0004  ___________________________________________________________________
 SN0004* NAD 83(1986)-  47 53 55.     (N)    100 04 46.     (W)     SCALED    
 SN0004* NAVD 88     -       487.924  (meters)    1600.80   (feet)  ADJUSTED  
 SN0004  ___________________________________________________________________
 SN0004  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 SN0004  DYNAMIC HT  -         487.993 (meters)    1601.02  (feet)  COMP
 SN0004  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 SN0004
 SN0004  VERT ORDER  -  SECOND    CLASS 0
 SN0004
 SN0004.The horizontal coordinates were scaled from a topographic map and have
 SN0004.an estimated accuracy of +/- 6 seconds.
 SN0004
 SN0004.The orthometric height was determined by differential leveling
 SN0004.and adjusted by the National Geodetic Survey in June 1991..
 SN0004
 SN0004.The geoid height was determined by GEOID03.
 SN0004
 SN0004.The dynamic height is computed by dividing the NAVD 88
 SN0004.geopotential number by the normal gravity value computed on the
 SN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0004.degrees latitude (g = 980.6199 gals.).
 SN0004
 SN0004.The modeled gravity was interpolated from observed gravity values.
 SN0004
 SN0004;                    North         East    Units  Estimated Accuracy
 SN0004;SPC ND N     -    99,990.      631,440.      MT  (+/- 180 meters Scaled)
 SN0004
 SN0004                          SUPERSEDED SURVEY CONTROL
 SN0004
 SN0004  NGVD 29 (??/??/92)  487.542  (m)         1599.54   (f) ADJ UNCH    2 0
 SN0004
 SN0004.Superseded values are not recommended for survey control.
 SN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0004.See file dsdata.txt to determine how the superseded data were derived.
 SN0004
 SN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU193055(NAD 83)
 SN0004_MARKER: DB = BENCH MARK DISK
 SN0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0004_SP_SET: ABUTMENT
 SN0004_STAMPING: C 122 1934
 SN0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0004
 SN0004  HISTORY     - Date     Condition        Report By
 SN0004  HISTORY     - 1934     MONUMENTED       CGS
 SN0004
 SN0004                          STATION DESCRIPTION
 SN0004
 SN0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0004'2.4 MI W FROM CLIFTON.
 SN0004'2.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0004'CLIFTON, PIERCE COUNTY, AT BRIDGE 171.1, IN THE NORTH END OF THE EAST
 SN0004'CONCRETE ABUTMENT, 6 INCHES LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0352 ***********************************************************************
 TF0352  DESIGNATION -  C 123
 TF0352  PID         -  TF0352
 TF0352  STATE/COUNTY-  ND/MCHENRY
 TF0352  USGS QUAD   -  SIMCOE (1949)
 TF0352
 TF0352                         *CURRENT SURVEY CONTROL
 TF0352  ___________________________________________________________________
 TF0352* NAD 83(1986)-  48 07 31.     (N)    100 45 51.     (W)     SCALED    
 TF0352* NAVD 88     -       471.239  (meters)    1546.06   (feet)  ADJUSTED  
 TF0352  ___________________________________________________________________
 TF0352  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0352  DYNAMIC HT  -         471.311 (meters)    1546.29  (feet)  COMP
 TF0352  MODELED GRAV-     980,749.7   (mgal)                       NAVD 88
 TF0352
 TF0352  VERT ORDER  -  SECOND    CLASS 0
 TF0352
 TF0352.The horizontal coordinates were scaled from a topographic map and have
 TF0352.an estimated accuracy of +/- 6 seconds.
 TF0352
 TF0352.The orthometric height was determined by differential leveling
 TF0352.and adjusted by the National Geodetic Survey in June 1991..
 TF0352
 TF0352.The geoid height was determined by GEOID03.
 TF0352
 TF0352.The dynamic height is computed by dividing the NAVD 88
 TF0352.geopotential number by the normal gravity value computed on the
 TF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0352.degrees latitude (g = 980.6199 gals.).
 TF0352
 TF0352.The modeled gravity was interpolated from observed gravity values.
 TF0352
 TF0352;                    North         East    Units  Estimated Accuracy
 TF0352;SPC ND N     -   125,140.      580,340.      MT  (+/- 180 meters Scaled)
 TF0352
 TF0352                          SUPERSEDED SURVEY CONTROL
 TF0352
 TF0352  NGVD 29 (??/??/92)  470.862  (m)         1544.82   (f) ADJ UNCH    2 0
 TF0352
 TF0352.Superseded values are not recommended for survey control.
 TF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0352.See file dsdata.txt to determine how the superseded data were derived.
 TF0352
 TF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU687317(NAD 83)
 TF0352_MARKER: DB = BENCH MARK DISK
 TF0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0352_SP_SET: OVERPASS
 TF0352_STAMPING: C 123 1934
 TF0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0352
 TF0352  HISTORY     - Date     Condition        Report By
 TF0352  HISTORY     - 1934     MONUMENTED       CGS
 TF0352  HISTORY     - 1962     GOOD             NGS
 TF0352
 TF0352                          STATION DESCRIPTION
 TF0352
 TF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0352'1.2 MI NW FROM VERENDRYE.
 TF0352'ABOUT 1.2 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0352'STATION AT VERENDRYE, ABOUT 0.3 MILE SOUTHEAST OF MILEPOST 207, SET IN
 TF0352'THE TOP AND AT THE NORTHEAST END OF THE NORTHWEST ABUTMENT FOR A 50
 TF0352'FOOT OVERPASS OVER A GRAVELED ROAD, 6.5 FEET NORTHEAST OF THE
 TF0352'NORTHEAST RAIL, ABOUT 1.5 FEET LOWER THAN THE TRACK, A DISK DRILLED IN
 TF0352'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0825 ***********************************************************************
 SM0825  DESIGNATION -  C 125
 SM0825  PID         -  SM0825
 SM0825  STATE/COUNTY-  ND/STUTSMAN
 SM0825  USGS QUAD   -  WOODWORTH (1986)
 SM0825
 SM0825                         *CURRENT SURVEY CONTROL
 SM0825  ___________________________________________________________________
 SM0825* NAD 83(1986)-  47 08 45.     (N)    099 16 29.     (W)     SCALED    
 SM0825* NAVD 88     -       599.444  (meters)    1966.68   (feet)  ADJUSTED  
 SM0825  ___________________________________________________________________
 SM0825  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 SM0825  DYNAMIC HT  -         599.473 (meters)    1966.77  (feet)  COMP
 SM0825  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 SM0825
 SM0825  VERT ORDER  -  SECOND    CLASS 0
 SM0825
 SM0825.The horizontal coordinates were scaled from a topographic map and have
 SM0825.an estimated accuracy of +/- 6 seconds.
 SM0825
 SM0825.The orthometric height was determined by differential leveling
 SM0825.and adjusted by the National Geodetic Survey in June 1991..
 SM0825
 SM0825.The geoid height was determined by GEOID03.
 SM0825
 SM0825.The dynamic height is computed by dividing the NAVD 88
 SM0825.geopotential number by the normal gravity value computed on the
 SM0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0825.degrees latitude (g = 980.6199 gals.).
 SM0825
 SM0825.The modeled gravity was interpolated from observed gravity values.
 SM0825
 SM0825;                    North         East    Units  Estimated Accuracy
 SM0825;SPC ND S     -   165,150.      692,930.      MT  (+/- 180 meters Scaled)
 SM0825
 SM0825                          SUPERSEDED SURVEY CONTROL
 SM0825
 SM0825  NGVD 29 (??/??/92)  599.011  (m)         1965.26   (f) ADJ UNCH    2 0
 SM0825
 SM0825.Superseded values are not recommended for survey control.
 SM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0825.See file dsdata.txt to determine how the superseded data were derived.
 SM0825
 SM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT791214(NAD 83)
 SM0825_MARKER: DB = BENCH MARK DISK
 SM0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0825_STAMPING: C 125 1934
 SM0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0825+STABILITY: SURFACE MOTION
 SM0825
 SM0825  HISTORY     - Date     Condition        Report By
 SM0825  HISTORY     - 1934     MONUMENTED       CGS
 SM0825  HISTORY     - 1960     GOOD             NGS
 SM0825
 SM0825                          STATION DESCRIPTION
 SM0825
 SM0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0825'1.4 MI E FROM WOODWORTH.
 SM0825'1.4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0825'WOODWORTH, STUTSMAN COUNTY, ABOUT 1-1/2 POLES WEST OF MILEPOST 19,
 SM0825'ABOUT 40 FEET EAST OF A PRIVATE CROSSING, 48 FEET SOUTH OF THE CENTER
 SM0825'LINE OF THE TRACK, 5 FEET SOUTH OF A POLE, 2 FEET NORTH OF A FENCE,
 SM0825'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 SM0825'STAMPED C 125 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0086 ***********************************************************************
 SN0086  DESIGNATION -  C 126
 SN0086  PID         -  SN0086
 SN0086  STATE/COUNTY-  ND/KIDDER
 SN0086  USGS QUAD   -  LAKE HELEN (1979)
 SN0086
 SN0086                         *CURRENT SURVEY CONTROL
 SN0086  ___________________________________________________________________
 SN0086* NAD 83(1986)-  47 08 23.     (N)    100 06 24.     (W)     SCALED    
 SN0086* NAVD 88     -       570.522  (meters)    1871.79   (feet)  ADJUSTED  
 SN0086  ___________________________________________________________________
 SN0086  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SN0086  DYNAMIC HT  -         570.545 (meters)    1871.86  (feet)  COMP
 SN0086  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 SN0086
 SN0086  VERT ORDER  -  SECOND    CLASS 0
 SN0086
 SN0086.The horizontal coordinates were scaled from a topographic map and have
 SN0086.an estimated accuracy of +/- 6 seconds.
 SN0086
 SN0086.The orthometric height was determined by differential leveling
 SN0086.and adjusted by the National Geodetic Survey in June 1991..
 SN0086
 SN0086.The geoid height was determined by GEOID03.
 SN0086
 SN0086.The dynamic height is computed by dividing the NAVD 88
 SN0086.geopotential number by the normal gravity value computed on the
 SN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0086.degrees latitude (g = 980.6199 gals.).
 SN0086
 SN0086.The modeled gravity was interpolated from observed gravity values.
 SN0086
 SN0086;                    North         East    Units  Estimated Accuracy
 SN0086;SPC ND S     -   163,820.      629,840.      MT  (+/- 180 meters Scaled)
 SN0086
 SN0086                          SUPERSEDED SURVEY CONTROL
 SN0086
 SN0086  NGVD 29 (??/??/92)  570.104  (m)         1870.42   (f) ADJ UNCH    2 0
 SN0086
 SN0086.Superseded values are not recommended for survey control.
 SN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0086.See file dsdata.txt to determine how the superseded data were derived.
 SN0086
 SN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT160212(NAD 83)
 SN0086_MARKER: DB = BENCH MARK DISK
 SN0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0086_STAMPING: C 126 1934
 SN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0086+STABILITY: SURFACE MOTION
 SN0086
 SN0086  HISTORY     - Date     Condition        Report By
 SN0086  HISTORY     - 1934     MONUMENTED       CGS
 SN0086  HISTORY     - 1957     GOOD             NGS
 SN0086
 SN0086                          STATION DESCRIPTION
 SN0086
 SN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0086'2.9 MI E FROM ARENA.
 SN0086'IN KIDDER COUNTY, 2.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY
 SN0086'FROM THE STATION AT ARENA, BURLEIGH COUNTY, 9 FEET NORTH OF MILEPOST
 SN0086'60, 200 YARDS EAST OF AN OPEN CUT, OPPOSITE A RAIL REST, 19 FEET NORTH
 SN0086'OF THE CENTERLINE OF THE TRACK, 4 FEET LOWER THAN THE RAIL, AND SET IN
 SN0086'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0111 ***********************************************************************
 RR0111  DESIGNATION -  C 128
 RR0111  PID         -  RR0111
 RR0111  STATE/COUNTY-  ND/MORTON
 RR0111  USGS QUAD   -  CANNON BALL (1968)
 RR0111
 RR0111                         *CURRENT SURVEY CONTROL
 RR0111  ___________________________________________________________________
 RR0111* NAD 83(1986)-  46 27 23.     (N)    100 36 14.     (W)     SCALED    
 RR0111* NAVD 88     -       491.709  (meters)    1613.22   (feet)  ADJUSTED  
 RR0111  ___________________________________________________________________
 RR0111  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0111  DYNAMIC HT  -         491.704 (meters)    1613.20  (feet)  COMP
 RR0111  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RR0111
 RR0111  VERT ORDER  -  SECOND    CLASS 0
 RR0111
 RR0111.The horizontal coordinates were scaled from a topographic map and have
 RR0111.an estimated accuracy of +/- 6 seconds.
 RR0111
 RR0111.The orthometric height was determined by differential leveling
 RR0111.and adjusted by the National Geodetic Survey in June 1991..
 RR0111
 RR0111.The geoid height was determined by GEOID03.
 RR0111
 RR0111.The dynamic height is computed by dividing the NAVD 88
 RR0111.geopotential number by the normal gravity value computed on the
 RR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0111.degrees latitude (g = 980.6199 gals.).
 RR0111
 RR0111.The modeled gravity was interpolated from observed gravity values.
 RR0111
 RR0111;                    North         East    Units  Estimated Accuracy
 RR0111;SPC ND S     -    87,790.      592,020.      MT  (+/- 180 meters Scaled)
 RR0111
 RR0111                          SUPERSEDED SURVEY CONTROL
 RR0111
 RR0111  NGVD 29 (??/??/92)  491.299  (m)         1611.87   (f) ADJ UNCH    2 0
 RR0111
 RR0111.Superseded values are not recommended for survey control.
 RR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0111.See file dsdata.txt to determine how the superseded data were derived.
 RR0111
 RR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS768460(NAD 83)
 RR0111_MARKER: DB = BENCH MARK DISK
 RR0111_SETTING: 66 = SET IN ROCK OUTCROP
 RR0111_SP_SET: SANDSTONE OUTCROP
 RR0111_STAMPING: C 128 1934
 RR0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0111+STABILITY: POSITION/ELEVATION WELL
 RR0111
 RR0111  HISTORY     - Date     Condition        Report By
 RR0111  HISTORY     - 1934     MONUMENTED       CGS
 RR0111
 RR0111                          STATION DESCRIPTION
 RR0111
 RR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0111'IN CANNON BALL.
 RR0111'IN MORTON COUNTY, ABOUT 3.8 MILES NORTH ALONG THE NORTHERN PACIFIC
 RR0111'RAILWAY FROM THE WATER TANK AT CANNON BALL, SIOUX COUNTY, ABOUT 3
 RR0111'POLES NORTH OF MILEPOST 32, AT A ROAD CROSSING, 21 FEET SOUTH OF THE
 RR0111'CENTER LINE OF THE ROAD, 12 FEET WEST OF THE CENTER LINE OF THE TRACK,
 RR0111'IN AN OUTCROP OF SANDSTONE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 RR0111'RAIL.  A STANDARD DISK, STAMPED C 128 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0160 ***********************************************************************
 RR0160  DESIGNATION -  C 129
 RR0160  PID         -  RR0160
 RR0160  STATE/COUNTY-  ND/SIOUX
 RR0160  USGS QUAD   -  FORT YATES (1968)
 RR0160
 RR0160                         *CURRENT SURVEY CONTROL
 RR0160  ___________________________________________________________________
 RR0160* NAD 83(1986)-  46 02 34.     (N)    100 42 38.     (W)     SCALED    
 RR0160* NAVD 88     -       560.293  (meters)    1838.23   (feet)  ADJUSTED  
 RR0160  ___________________________________________________________________
 RR0160  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 RR0160  DYNAMIC HT  -         560.268 (meters)    1838.15  (feet)  COMP
 RR0160  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 RR0160
 RR0160  VERT ORDER  -  SECOND    CLASS 0
 RR0160
 RR0160.The horizontal coordinates were scaled from a topographic map and have
 RR0160.an estimated accuracy of +/- 6 seconds.
 RR0160
 RR0160.The orthometric height was determined by differential leveling
 RR0160.and adjusted by the National Geodetic Survey in June 1991..
 RR0160
 RR0160.The geoid height was determined by GEOID03.
 RR0160
 RR0160.The dynamic height is computed by dividing the NAVD 88
 RR0160.geopotential number by the normal gravity value computed on the
 RR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0160.degrees latitude (g = 980.6199 gals.).
 RR0160
 RR0160.The modeled gravity was interpolated from observed gravity values.
 RR0160
 RR0160;                    North         East    Units  Estimated Accuracy
 RR0160;SPC ND S     -    41,830.      583,700.      MT  (+/- 180 meters Scaled)
 RR0160
 RR0160                          SUPERSEDED SURVEY CONTROL
 RR0160
 RR0160  NGVD 29 (??/??/92)  559.897  (m)         1836.93   (f) ADJ UNCH    2 0
 RR0160
 RR0160.Superseded values are not recommended for survey control.
 RR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0160.See file dsdata.txt to determine how the superseded data were derived.
 RR0160
 RR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS676002(NAD 83)
 RR0160_MARKER: DB = BENCH MARK DISK
 RR0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0160_STAMPING: C 129 1934
 RR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0160+STABILITY: SURFACE MOTION
 RR0160
 RR0160  HISTORY     - Date     Condition        Report By
 RR0160  HISTORY     - 1934     MONUMENTED       CGS
 RR0160  HISTORY     - 1956     GOOD             NGS
 RR0160
 RR0160                          STATION DESCRIPTION
 RR0160
 RR0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0160'5.3 MI SW FROM FORT YATES.
 RR0160'5.3 MILES SOUTHWEST ALONG THE STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0160'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0160'SIOUX COUNTY, AT A CROSS ROAD AT THE BOTTOM OF A DRAW, 40 FEET EAST OF
 RR0160'THE SIDE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, NEAR A
 RR0160'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 RR0160'STANDARD DISK, STAMPED C 129 1934 AND SET IN THE TOP OF A CONCRETE
 RR0160'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0589 ***********************************************************************
 SN0589  DESIGNATION -  C 13
 SN0589  PID         -  SN0589
 SN0589  STATE/COUNTY-  ND/WARD
 SN0589  USGS QUAD   -  MAX NE (1980)
 SN0589
 SN0589                         *CURRENT SURVEY CONTROL
 SN0589  ___________________________________________________________________
 SN0589* NAD 83(1986)-  47 56 07.     (N)    101 17 38.     (W)     SCALED    
 SN0589* NAVD 88     -       671.532  (meters)    2203.18   (feet)  POSTED    
 SN0589  ___________________________________________________________________
 SN0589  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN0589  DYNAMIC HT  -         671.610 (meters)    2203.44  (feet)  COMP
 SN0589  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 SN0589
 SN0589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SN0589
 SN0589.The horizontal coordinates were scaled from a topographic map and have
 SN0589.an estimated accuracy of +/- 6 seconds.
 SN0589
 SN0589.The orthometric height was determined by differential leveling
 SN0589.and adjusted by the National Geodetic Survey in 1992..
 SN0589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SN0589.rate of 0.0 thru 1.0 mm/km.
 SN0589
 SN0589.The geoid height was determined by GEOID03.
 SN0589
 SN0589.The dynamic height is computed by dividing the NAVD 88
 SN0589.geopotential number by the normal gravity value computed on the
 SN0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0589.degrees latitude (g = 980.6199 gals.).
 SN0589
 SN0589.The modeled gravity was interpolated from observed gravity values.
 SN0589
 SN0589;                    North         East    Units  Estimated Accuracy
 SN0589;SPC ND N     -   104,290.      540,690.      MT  (+/- 180 meters Scaled)
 SN0589
 SN0589                          SUPERSEDED SURVEY CONTROL
 SN0589
 SN0589.No superseded survey control is available for this station.
 SN0589
 SN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU286116(NAD 83)
 SN0589_MARKER: DB = BENCH MARK DISK
 SN0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0589+STABILITY: SURFACE MOTION
 SN0589
 SN0589  HISTORY     - Date     Condition        Report By
 SN0589  HISTORY     - UNK      MONUMENTED       CGS
 SN0589  HISTORY     - 1927     GOOD             NGS
 SN0589  HISTORY     - 1953     GOOD             NGS
 SN0589  HISTORY     - 1977     GOOD             NDHD
 SN0589
 SN0589                          STATION DESCRIPTION
 SN0589
 SN0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SN0589'7.8 MI N FROM MAX.
 SN0589'6 MILES N. OF THE MCLEAN-WARD CO. LINE NEAR THE N. END OF A BEND IN
 SN0589'HIGHWAY NO. 6 WHERE THE HIGHWAY CURVES CONVEX TO THE WESTWARD.  200
 SN0589'YDS. N. OF A DRIED-UP POND.  46 FT. W. OF CENTER OF HIGHWAY NO. 6.  5
 SN0589'FT. S. OF A SECTION LINE.  200 FT. S. OF A POND.  8 FT. S. OF IRON
 SN0589'CORNER POST MARKED U.S.B.M.  85 FT. N.W. OF TELEPHONE POLE NO. 3436
 SN0589'STANDARD BRASS B.M. TABLET SET IN A CONCRETE POST EXTENDING ABOUT 6
 SN0589'IN. ABOVE THE GROUND.
 SN0589
 SN0589                          STATION RECOVERY (1953)
 SN0589
 SN0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 SN0589'RECOVERED IN GOOD CONDITION.
 SN0589
 SN0589                          STATION RECOVERY (1977)
 SN0589
 SN0589'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0590 ***********************************************************************
 SN0590  DESIGNATION -  C 13 RESET
 SN0590  PID         -  SN0590
 SN0590  STATE/COUNTY-  ND/WARD
 SN0590  USGS QUAD   -  MAX NE (1980)
 SN0590
 SN0590                         *CURRENT SURVEY CONTROL
 SN0590  ___________________________________________________________________
 SN0590* NAD 83(1986)-  47 56 08.     (N)    101 17 39.     (W)     SCALED    
 SN0590* NAVD 88     -       668.251  (meters)    2192.42   (feet)  ADJUSTED  
 SN0590  ___________________________________________________________________
 SN0590  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN0590  DYNAMIC HT  -         668.332 (meters)    2192.69  (feet)  COMP
 SN0590  MODELED GRAV-     980,709.3   (mgal)                       NAVD 88
 SN0590
 SN0590  VERT ORDER  -  FIRST     CLASS II
 SN0590
 SN0590.The horizontal coordinates were scaled from a topographic map and have
 SN0590.an estimated accuracy of +/- 6 seconds.
 SN0590
 SN0590.The orthometric height was determined by differential leveling
 SN0590.and adjusted by the National Geodetic Survey in June 1991..
 SN0590.WARNING-Repeat measurements at this control monument indicate possible
 SN0590.vertical movement.
 SN0590
 SN0590.The geoid height was determined by GEOID03.
 SN0590
 SN0590.The dynamic height is computed by dividing the NAVD 88
 SN0590.geopotential number by the normal gravity value computed on the
 SN0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0590.degrees latitude (g = 980.6199 gals.).
 SN0590
 SN0590.The modeled gravity was interpolated from observed gravity values.
 SN0590
 SN0590;                    North         East    Units  Estimated Accuracy
 SN0590;SPC ND N     -   104,320.      540,670.      MT  (+/- 180 meters Scaled)
 SN0590
 SN0590                          SUPERSEDED SURVEY CONTROL
 SN0590
 SN0590  NGVD 29 (??/??/92)  667.941  (m)         2191.40   (f) ADJ UNCH    1 2
 SN0590
 SN0590.Superseded values are not recommended for survey control.
 SN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0590.See file dsdata.txt to determine how the superseded data were derived.
 SN0590
 SN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU286116(NAD 83)
 SN0590_MARKER: DB = BENCH MARK DISK
 SN0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0590_STAMPING: C 13 RESET 1940
 SN0590_MARK LOGO: CGS   
 SN0590_PROJECTION: PROJECTING 15 CENTIMETERS
 SN0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0590+STABILITY: SURFACE MOTION
 SN0590
 SN0590  HISTORY     - Date     Condition        Report By
 SN0590  HISTORY     - 1940     MONUMENTED       CGS
 SN0590  HISTORY     - 1962     GOOD             NGS
 SN0590  HISTORY     - 1981     GOOD             NGS
 SN0590  HISTORY     - 1982     GOOD             NGS
 SN0590
 SN0590                          STATION DESCRIPTION
 SN0590
 SN0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0590'7.4 MI N FROM MAX.
 SN0590'7.4 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL
 SN0590'BUILDING, AT THE JUNCTION OF COUNTY ROAD 22 EAST, 107 FEET NORTHWEST
 SN0590'OF THE CENTERLINE OF THE JUNCTION, 97 FEET WEST OF THE CENTERLINE OF
 SN0590'THE HIGHWAY, 26 FEET NORTH OF A FENCE CORNER, 5 FEET EAST OF A FENCE
 SN0590'LINE, 1.4 FEET SOUTH OF A WITNESS POST, A DISK IN THE TOP OF A
 SN0590'CONCRETE POST PROJECTING 0.2 FOOT.
 SN0590
 SN0590                          STATION RECOVERY (1981)
 SN0590
 SN0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0590'RECOVERED IN GOOD CONDITION.
 SN0590
 SN0590                          STATION RECOVERY (1982)
 SN0590
 SN0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0590'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0590'32.9 KM (20.45 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 SN0590'OFFICE IN MINOT, 32.6 METERS (107.0 FT) NORTHWEST OF THE CENTER OF THE
 SN0590'INTERSECTION OF THE HIGHWAY AND COUNTY ROAD 22, 29.6 METERS (97.1 FT)
 SN0590'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 8.0
 SN0590'METERS (26.2 FT) NORTH OF A FENCE CORNER AND 1.6 METERS (5.2 FT) EAST
 SN0590'OF A FENCE.
 SN0590'THE MARK IS 5.9 METERS  NNE FROM A WITNESS POST.
 SN0590'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0193 ***********************************************************************
 RR0193  CBN         -  This is a Cooperative Base Network Control Station.
 RR0193  DESIGNATION -  C 130
 RR0193  PID         -  RR0193
 RR0193  STATE/COUNTY-  ND/MORTON
 RR0193  USGS QUAD   -  BREIEN (1980)
 RR0193
 RR0193                         *CURRENT SURVEY CONTROL
 RR0193  ___________________________________________________________________
 RR0193* NAD 83(1996)-  46 22 49.32173(N)    100 56 32.78672(W)     ADJUSTED  
 RR0193* NAVD 88     -       518.938  (meters)    1702.55   (feet)  ADJUSTED  
 RR0193  ___________________________________________________________________
 RR0193  X           -    -836,767.717 (meters)                     COMP
 RR0193  Y           -  -4,328,005.386 (meters)                     COMP
 RR0193  Z           -   4,594,876.710 (meters)                     COMP
 RR0193  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 RR0193  ELLIP HEIGHT-         497.80  (meters)          (04/07/03) GPS OBS
 RR0193  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RR0193  DYNAMIC HT  -         518.923 (meters)    1702.50  (feet)  COMP
 RR0193  MODELED GRAV-     980,570.5   (mgal)                       NAVD 88
 RR0193
 RR0193  HORZ ORDER  -  B
 RR0193  VERT ORDER  -  SECOND    CLASS 0
 RR0193  ELLP ORDER  -  THIRD     CLASS II
 RR0193
 RR0193.The horizontal coordinates were established by GPS observations
 RR0193.and adjusted by the National Geodetic Survey in April 2003..
 RR0193
 RR0193.The orthometric height was determined by differential leveling
 RR0193.and adjusted by the National Geodetic Survey in June 1991..
 RR0193
 RR0193.Photographs are available for this station.
 RR0193
 RR0193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0193
 RR0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0193
 RR0193.The ellipsoidal height was determined by GPS observations
 RR0193.and is referenced to NAD 83.
 RR0193
 RR0193.The geoid height was determined by GEOID03.
 RR0193
 RR0193.The dynamic height is computed by dividing the NAVD 88
 RR0193.geopotential number by the normal gravity value computed on the
 RR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0193.degrees latitude (g = 980.6199 gals.).
 RR0193
 RR0193.The modeled gravity was interpolated from observed gravity values.
 RR0193
 RR0193;                    North         East     Units Scale Factor Converg.
 RR0193;SPC ND S     -    79,428.228   565,963.985   MT  0.99996710   -0 19 21.8
 RR0193;SPC ND S     -   260,591.30  1,856,837.22   iFT  0.99996710   -0 19 21.8
 RR0193;UTM  14      - 5,138,143.660   350,627.619   MT  0.99987427   -1 24 23.3
 RR0193
 RR0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0193!SPC ND S     -   0.99992197  x   0.99996710  =   0.99988907
 RR0193!UTM  14      -   0.99992197  x   0.99987427  =   0.99979625
 RR0193
 RR0193                          SUPERSEDED SURVEY CONTROL
 RR0193
 RR0193  NAVD 88 (04/07/03)  518.94   (m)         1702.6    (f) LEVELING    3  
 RR0193  NGVD 29 (??/??/92)  518.503  (m)         1701.12   (f) ADJ UNCH    2 0
 RR0193
 RR0193.Superseded values are not recommended for survey control.
 RR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0193.See file dsdata.txt to determine how the superseded data were derived.
 RR0193
 RR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5062838144(NAD 83)
 RR0193_MARKER: DB = BENCH MARK DISK
 RR0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0193_SP_SET: FOUNDATION
 RR0193_STAMPING: 1701.037 C 130 1934
 RR0193_MARK LOGO: CGS   
 RR0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RR0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0193+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 RR0193
 RR0193  HISTORY     - Date     Condition        Report By
 RR0193  HISTORY     - 1934     MONUMENTED       CGS
 RR0193  HISTORY     - 1975     GOOD             USGS
 RR0193  HISTORY     - 20020625 GOOD             NGS
 RR0193  HISTORY     - 20040820 GOOD             INDIV
 RR0193
 RR0193                          STATION DESCRIPTION
 RR0193
 RR0193'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0193'IN BREIEN.
 RR0193'AT BREIEN.  250 FT. WEST OF GRAIN ELEVATOR.  133 FT. NORTH AND 1.3 FT.
 RR0193'HIGHER THAN ROAD OPPOSITE LINE WHICH IS ABOUT 125 FT. WEST OF POST
 RR0193'OFFICE.  IN THE CENTER OF THE TOP OF THE EAST SIDE OF THE NORTHEAST
 RR0193'CONCRETE FOUNDATION OF DISMANTLED WATER TANK.  STANDARD TABLET STAMPED
 RR0193'1701.037 C 130 1934.
 RR0193
 RR0193                          STATION RECOVERY (2002)
 RR0193
 RR0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RR0193'RECOVERED AS DESCRIBED.
 RR0193'
 RR0193
 RR0193                          STATION RECOVERY (2004)
 RR0193
 RR0193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWN)
 RR0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0143 ***********************************************************************
 RS0143  DESIGNATION -  C 14
 RS0143  PID         -  RS0143
 RS0143  STATE/COUNTY-  ND/STARK
 RS0143  USGS QUAD   -  BELFIELD NE (1981)
 RS0143
 RS0143                         *CURRENT SURVEY CONTROL
 RS0143  ___________________________________________________________________
 RS0143* NAD 83(1986)-  46 52 49.     (N)    103 05 49.     (W)     SCALED    
 RS0143* NAVD 88     -       764.993  (meters)    2509.81   (feet)  ADJUSTED  
 RS0143  ___________________________________________________________________
 RS0143  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 RS0143  DYNAMIC HT  -         764.983 (meters)    2509.78  (feet)  COMP
 RS0143  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 RS0143
 RS0143  VERT ORDER  -  FIRST     CLASS II
 RS0143
 RS0143.The horizontal coordinates were scaled from a topographic map and have
 RS0143.an estimated accuracy of +/- 6 seconds.
 RS0143
 RS0143.The orthometric height was determined by differential leveling
 RS0143.and adjusted by the National Geodetic Survey in June 1991..
 RS0143
 RS0143.The geoid height was determined by GEOID03.
 RS0143
 RS0143.The dynamic height is computed by dividing the NAVD 88
 RS0143.geopotential number by the normal gravity value computed on the
 RS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0143.degrees latitude (g = 980.6199 gals.).
 RS0143
 RS0143.The modeled gravity was interpolated from observed gravity values.
 RS0143
 RS0143;                    North         East    Units  Estimated Accuracy
 RS0143;SPC ND S     -   138,170.      402,100.      MT  (+/- 180 meters Scaled)
 RS0143
 RS0143                          SUPERSEDED SURVEY CONTROL
 RS0143
 RS0143  NGVD 29 (??/??/92)  764.45   (m)         2508.0    (f) COMPUTED    1 2
 RS0143
 RS0143.Superseded values are not recommended for survey control.
 RS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0143.See file dsdata.txt to determine how the superseded data were derived.
 RS0143
 RS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM450936(NAD 83)
 RS0143_MARKER: DB = BENCH MARK DISK
 RS0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0143_STAMPING: 2508 013 C 14 1931
 RS0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0143+STABILITY: SURFACE MOTION
 RS0143
 RS0143  HISTORY     - Date     Condition        Report By
 RS0143  HISTORY     - 1931     MONUMENTED       CGS
 RS0143  HISTORY     - 1941     GOOD             NGS
 RS0143
 RS0143                          STATION DESCRIPTION
 RS0143
 RS0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RS0143'IN ZENITH.
 RS0143'LOCATED 150 FEET WEST OF THE ROAD CROSSING AT ZENITH.  67 FEET SOUTH
 RS0143'OF THE SOUTH RAIL MAIN TRACK.  12 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 RS0143'FENCE.
 RS0143
 RS0143                          STATION RECOVERY (1941)
 RS0143
 RS0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RS0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0142 ***********************************************************************
 RS0142  DESIGNATION -  C 15
 RS0142  PID         -  RS0142
 RS0142  STATE/COUNTY-  ND/STARK
 RS0142  USGS QUAD   -  BELFIELD (1981)
 RS0142
 RS0142                         *CURRENT SURVEY CONTROL
 RS0142  ___________________________________________________________________
 RS0142* NAD 83(1986)-  46 52 37.     (N)    103 08 50.     (W)     SCALED    
 RS0142* NAVD 88     -       775.089  (meters)    2542.94   (feet)  ADJUSTED  
 RS0142  ___________________________________________________________________
 RS0142  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RS0142  DYNAMIC HT  -         775.073 (meters)    2542.89  (feet)  COMP
 RS0142  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 RS0142
 RS0142  VERT ORDER  -  FIRST     CLASS II
 RS0142
 RS0142.The horizontal coordinates were scaled from a topographic map and have
 RS0142.an estimated accuracy of +/- 6 seconds.
 RS0142
 RS0142.The orthometric height was determined by differential leveling
 RS0142.and adjusted by the National Geodetic Survey in June 1991..
 RS0142
 RS0142.The geoid height was determined by GEOID03.
 RS0142
 RS0142.The dynamic height is computed by dividing the NAVD 88
 RS0142.geopotential number by the normal gravity value computed on the
 RS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0142.degrees latitude (g = 980.6199 gals.).
 RS0142
 RS0142.The modeled gravity was interpolated from observed gravity values.
 RS0142
 RS0142;                    North         East    Units  Estimated Accuracy
 RS0142;SPC ND S     -   137,930.      398,250.      MT  (+/- 180 meters Scaled)
 RS0142
 RS0142                          SUPERSEDED SURVEY CONTROL
 RS0142
 RS0142  NGVD 29 (??/??/92)  774.533  (m)         2541.11   (f) ADJ UNCH    1 2
 RS0142
 RS0142.Superseded values are not recommended for survey control.
 RS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0142.See file dsdata.txt to determine how the superseded data were derived.
 RS0142
 RS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM411931(NAD 83)
 RS0142_MARKER: DB = BENCH MARK DISK
 RS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0142_STAMPING: 241.114 C 15 1931
 RS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0142+STABILITY: SURFACE MOTION
 RS0142
 RS0142  HISTORY     - Date     Condition        Report By
 RS0142  HISTORY     - 1931     MONUMENTED       CGS
 RS0142  HISTORY     - 1934     GOOD             NGS
 RS0142  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0142
 RS0142                          STATION DESCRIPTION
 RS0142
 RS0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0142'2.75 MI E FROM BELFIELD.
 RS0142'2-3/4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM BELFIELD,
 RS0142'STARK COUNTY, AT A ROAD CROSING, 80 FEET EAST OF THE ROAD, 47 FEET
 RS0142'SOUTH OF THE SOUTH RAIL, AND 38 FEET EAST OF THE FIRST POLE EAST OF
 RS0142'THE ROAD CROSSING.  A STANDARD DISK, STAMPED 2541.114 C 15 1931 AND
 RS0142'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 RS0142
 RS0142                          STATION RECOVERY (1982)
 RS0142
 RS0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0239 ***********************************************************************
 RR0239  DESIGNATION -  C 16
 RR0239  PID         -  RR0239
 RR0239  STATE/COUNTY-  ND/MORTON
 RR0239  USGS QUAD   -  BISMARCK (1976)
 RR0239
 RR0239                         *CURRENT SURVEY CONTROL
 RR0239  ___________________________________________________________________
 RR0239* NAD 83(1986)-  46 49 03.     (N)    100 49 47.     (W)     SCALED    
 RR0239* NAVD 88     -       516.790  (meters)    1695.50   (feet)  ADJUSTED  
 RR0239  ___________________________________________________________________
 RR0239  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0239  DYNAMIC HT  -         516.798 (meters)    1695.53  (feet)  COMP
 RR0239  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RR0239
 RR0239  VERT ORDER  -  FIRST     CLASS II
 RR0239
 RR0239.The horizontal coordinates were scaled from a topographic map and have
 RR0239.an estimated accuracy of +/- 6 seconds.
 RR0239
 RR0239.The orthometric height was determined by differential leveling
 RR0239.and adjusted by the National Geodetic Survey in June 1991..
 RR0239
 RR0239.The geoid height was determined by GEOID03.
 RR0239
 RR0239.The dynamic height is computed by dividing the NAVD 88
 RR0239.geopotential number by the normal gravity value computed on the
 RR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0239.degrees latitude (g = 980.6199 gals.).
 RR0239
 RR0239.The modeled gravity was interpolated from observed gravity values.
 RR0239
 RR0239;                    North         East    Units  Estimated Accuracy
 RR0239;SPC ND S     -   127,980.      574,840.      MT  (+/- 180 meters Scaled)
 RR0239
 RR0239                          SUPERSEDED SURVEY CONTROL
 RR0239
 RR0239  NGVD 29 (??/??/92)  516.367  (m)         1694.11   (f) ADJ UNCH    1 2
 RR0239
 RR0239.Superseded values are not recommended for survey control.
 RR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0239.See file dsdata.txt to determine how the superseded data were derived.
 RR0239
 RR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS604865(NAD 83)
 RR0239_MARKER: DB = BENCH MARK DISK
 RR0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0239_SP_SET: ABUTMENT
 RR0239_STAMPING: 1694.114 C 16 1931
 RR0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0239
 RR0239  HISTORY     - Date     Condition        Report By
 RR0239  HISTORY     - 1931     MONUMENTED       CGS
 RR0239  HISTORY     - 1956     GOOD             NGS
 RR0239  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0239
 RR0239                          STATION DESCRIPTION
 RR0239
 RR0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0239'2.75 MI E FROM MANDAN.
 RR0239'2-3/4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM MANDAN,
 RR0239'MORTON COUNTY, 500 FEET EAST OF MILEPOST 197, AT THE BRIDGE OVER
 RR0239'MISSOURI RIVER, IN THE WEST ABUTMENT, AND 5 FEET NORTH OF THE NORTH
 RR0239'RAIL.  A STANDARD DISK, STAMPED 1694.114 C 16 1931.
 RR0239
 RR0239                          STATION RECOVERY (1956)
 RR0239
 RR0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0239'RECOVERED IN GOOD CONDITION.
 RR0239
 RR0239                          STATION RECOVERY (1982)
 RR0239
 RR0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0239'THIS MARK MAY BE UNDER A RAILROAD TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0552 ***********************************************************************
 RR0552  DESIGNATION -  C 16 RESET
 RR0552  PID         -  RR0552
 RR0552  STATE/COUNTY-  ND/MORTON
 RR0552  USGS QUAD   -  BISMARCK (1976)
 RR0552
 RR0552                         *CURRENT SURVEY CONTROL
 RR0552  ___________________________________________________________________
 RR0552* NAD 83(1986)-  46 49 03.     (N)    100 49 47.     (W)     SCALED    
 RR0552* NAVD 88     -       516.656  (meters)    1695.06   (feet)  ADJUSTED  
 RR0552  ___________________________________________________________________
 RR0552  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0552  DYNAMIC HT  -         516.664 (meters)    1695.09  (feet)  COMP
 RR0552  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RR0552
 RR0552  VERT ORDER  -  FIRST     CLASS II
 RR0552
 RR0552.The horizontal coordinates were scaled from a topographic map and have
 RR0552.an estimated accuracy of +/- 6 seconds.
 RR0552
 RR0552.The orthometric height was determined by differential leveling
 RR0552.and adjusted by the National Geodetic Survey in June 1991..
 RR0552
 RR0552.The geoid height was determined by GEOID03.
 RR0552
 RR0552.The dynamic height is computed by dividing the NAVD 88
 RR0552.geopotential number by the normal gravity value computed on the
 RR0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0552.degrees latitude (g = 980.6199 gals.).
 RR0552
 RR0552.The modeled gravity was interpolated from observed gravity values.
 RR0552
 RR0552;                    North         East    Units  Estimated Accuracy
 RR0552;SPC ND S     -   127,980.      574,840.      MT  (+/- 180 meters Scaled)
 RR0552
 RR0552                          SUPERSEDED SURVEY CONTROL
 RR0552
 RR0552.No superseded survey control is available for this station.
 RR0552
 RR0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS604865(NAD 83)
 RR0552_MARKER: DB = BENCH MARK DISK
 RR0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0552_SP_SET: ABUTMENT
 RR0552_STAMPING: C 16 RESET 1980
 RR0552_MARK LOGO: NGS   
 RR0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0552+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 RR0552
 RR0552  HISTORY     - Date     Condition        Report By
 RR0552  HISTORY     - 1980     MONUMENTED       NGS
 RR0552  HISTORY     - 1982     GOOD             NGS
 RR0552  HISTORY     - 20020215 GOOD             INDIV
 RR0552
 RR0552                          STATION DESCRIPTION
 RR0552
 RR0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0552'3.6 KM (2.25 MI) WEST FROM BISMARCK.
 RR0552'3.9 KM (2.4 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 RR0552'THE STATION IN IN BISMARCK, IN TOP OF AND 0.3 METER (1.0 FT) SOUTH OF
 RR0552'THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE BURLINGTON NORTHERN
 RR0552'RAILROAD BRIDGE OVER THE MISSOURI RIVER AND 2.6 METERS (8.5 FT) NORTH
 RR0552'OF THE NEAR RAIL.
 RR0552'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RR0552
 RR0552                          STATION RECOVERY (2002)
 RR0552
 RR0552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 RR0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0204 ***********************************************************************
 RQ0204  DESIGNATION -  C 17
 RQ0204  PID         -  RQ0204
 RQ0204  STATE/COUNTY-  ND/STUTSMAN
 RQ0204  USGS QUAD   -  ELDRIDGE (1990)
 RQ0204
 RQ0204                         *CURRENT SURVEY CONTROL
 RQ0204  ___________________________________________________________________
 RQ0204* NAD 83(1986)-  46 54 09.     (N)    098 51 05.     (W)     SCALED    
 RQ0204* NAVD 88     -       471.258  (meters)    1546.12   (feet)  ADJUSTED  
 RQ0204  ___________________________________________________________________
 RQ0204  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 RQ0204  DYNAMIC HT  -         471.276 (meters)    1546.18  (feet)  COMP
 RQ0204  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 RQ0204
 RQ0204  VERT ORDER  -  FIRST     CLASS II
 RQ0204
 RQ0204.The horizontal coordinates were scaled from a topographic map and have
 RQ0204.an estimated accuracy of +/- 6 seconds.
 RQ0204
 RQ0204.The orthometric height was determined by differential leveling
 RQ0204.and adjusted by the National Geodetic Survey in June 1991..
 RQ0204
 RQ0204.The geoid height was determined by GEOID03.
 RQ0204
 RQ0204.The dynamic height is computed by dividing the NAVD 88
 RQ0204.geopotential number by the normal gravity value computed on the
 RQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0204.degrees latitude (g = 980.6199 gals.).
 RQ0204
 RQ0204.The modeled gravity was interpolated from observed gravity values.
 RQ0204
 RQ0204;                    North         East    Units  Estimated Accuracy
 RQ0204;SPC ND S     -   138,690.      725,600.      MT  (+/- 180 meters Scaled)
 RQ0204
 RQ0204                          SUPERSEDED SURVEY CONTROL
 RQ0204
 RQ0204  NGVD 29 (??/??/92)  470.861  (m)         1544.82   (f) ADJ UNCH    1 2
 RQ0204
 RQ0204.Superseded values are not recommended for survey control.
 RQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0204.See file dsdata.txt to determine how the superseded data were derived.
 RQ0204
 RQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS113943(NAD 83)
 RQ0204_MARKER: DB = BENCH MARK DISK
 RQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0204_STAMPING: 1544.816 C 17 1931
 RQ0204_MARK LOGO: CGS   
 RQ0204_PROJECTION: FLUSH
 RQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0204+STABILITY: SURFACE MOTION
 RQ0204
 RQ0204  HISTORY     - Date     Condition        Report By
 RQ0204  HISTORY     - 1931     MONUMENTED       CGS
 RQ0204  HISTORY     - 1960     GOOD             NGS
 RQ0204  HISTORY     - 1982     GOOD             NGS
 RQ0204
 RQ0204                          STATION DESCRIPTION
 RQ0204
 RQ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0204'IN ELDRIDGE.
 RQ0204'AT ELDRIDGE, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 135 FEET SOUTHEAST
 RQ0204'OF THE SOUTHEAST CORNER OF THE STATION, IN SECTION 35, T. 140 N. R 65
 RQ0204'W., AT A STREET CROSSING, 79 FEET EAST OF THE CENTERLINE OF THE
 RQ0204'STREET, 60.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1.4 FEET
 RQ0204'NORTH OF THE FENCE IN FRONT OF THE SECTION HOUSE.  A STANDARD DISK,
 RQ0204'STAMPED 1544.816 C 17 1931 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 RQ0204'FLUSH WITH THE GROUND.
 RQ0204
 RQ0204                          STATION RECOVERY (1982)
 RQ0204
 RQ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0204'RECOVERED THIS DATE.  NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 RQ0204'ADD, 12.4 METERS (40.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 12
 RQ0204'BY 12 FOOT SHED, AND 4.8 METERS (15.9 FT) SOUTH OF A GRAVEL ROAD.
 RQ0204'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0121 ***********************************************************************
 TF0121  DESIGNATION -  C 170
 TF0121  PID         -  TF0121
 TF0121  STATE/COUNTY-  ND/BOTTINEAU
 TF0121  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF0121
 TF0121                         *CURRENT SURVEY CONTROL
 TF0121  ___________________________________________________________________
 TF0121* NAD 83(1986)-  48 59 37.     (N)    100 26 45.     (W)     SCALED    
 TF0121* NAVD 88     -       731.263  (meters)    2399.15   (feet)  ADJUSTED  
 TF0121  ___________________________________________________________________
 TF0121  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TF0121  DYNAMIC HT  -         731.418 (meters)    2399.66  (feet)  COMP
 TF0121  MODELED GRAV-     980,796.9   (mgal)                       NAVD 88
 TF0121
 TF0121  VERT ORDER  -  SECOND    CLASS 0
 TF0121
 TF0121.The horizontal coordinates were scaled from a topographic map and have
 TF0121.an estimated accuracy of +/- 6 seconds.
 TF0121
 TF0121.The orthometric height was determined by differential leveling
 TF0121.and adjusted by the National Geodetic Survey in June 1991..
 TF0121
 TF0121.The geoid height was determined by GEOID03.
 TF0121
 TF0121.The dynamic height is computed by dividing the NAVD 88
 TF0121.geopotential number by the normal gravity value computed on the
 TF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0121.degrees latitude (g = 980.6199 gals.).
 TF0121
 TF0121.The modeled gravity was interpolated from observed gravity values.
 TF0121
 TF0121;                    North         East    Units  Estimated Accuracy
 TF0121;SPC ND N     -   221,670.      603,960.      MT  (+/- 180 meters Scaled)
 TF0121
 TF0121                          SUPERSEDED SURVEY CONTROL
 TF0121
 TF0121  NGVD 29 (??/??/92)  730.846  (m)         2397.78   (f) ADJ UNCH    2 0
 TF0121
 TF0121.Superseded values are not recommended for survey control.
 TF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0121.See file dsdata.txt to determine how the superseded data were derived.
 TF0121
 TF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV942277(NAD 83)
 TF0121_MARKER: DB = BENCH MARK DISK
 TF0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0121_STAMPING: C 170 1935
 TF0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0121+STABILITY: SURFACE MOTION
 TF0121
 TF0121  HISTORY     - Date     Condition        Report By
 TF0121  HISTORY     - 1935     MONUMENTED       CGS
 TF0121  HISTORY     - 1961     GOOD             NGS
 TF0121
 TF0121                          STATION DESCRIPTION
 TF0121
 TF0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 TF0121'7 MI N FROM CARBURY.
 TF0121'7.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN RAILWAY
 TF0121'STATION AT CARBURY, BOTTINEAU COUNTY, 5.2 MILES EAST ALONG A
 TF0121'SECTION-LINE ROAD, 0.1 MILE SOUTH OF A SMALL LAKE, 90 YARDS SOUTH OF
 TF0121'THE CORNER OF SECTIONS 30, 31, 25 AND 26, T 164 N., R. 75 W.  T. 164
 TF0121'N., R. 76 W., AND 13.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 TF0121'STANDARD DISK, STAMPED C 170 1935 AND SET IN THE TOP OF A CONCRETE
 TF0121'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0060 ***********************************************************************
 TF0060  DESIGNATION -  C 171
 TF0060  PID         -  TF0060
 TF0060  STATE/COUNTY-  ND/BOTTINEAU
 TF0060  USGS QUAD   -  OMEMEE (1980)
 TF0060
 TF0060                         *CURRENT SURVEY CONTROL
 TF0060  ___________________________________________________________________
 TF0060* NAD 83(1986)-  48 44 01.     (N)    100 20 09.     (W)     SCALED    
 TF0060* NAVD 88     -       471.971  (meters)    1548.46   (feet)  ADJUSTED  
 TF0060  ___________________________________________________________________
 TF0060  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0060  DYNAMIC HT  -         472.088 (meters)    1548.84  (feet)  COMP
 TF0060  MODELED GRAV-     980,843.8   (mgal)                       NAVD 88
 TF0060
 TF0060  VERT ORDER  -  SECOND    CLASS 0
 TF0060
 TF0060.The horizontal coordinates were scaled from a topographic map and have
 TF0060.an estimated accuracy of +/- 6 seconds.
 TF0060
 TF0060.The orthometric height was determined by differential leveling
 TF0060.and adjusted by the National Geodetic Survey in June 1991..
 TF0060
 TF0060.The geoid height was determined by GEOID03.
 TF0060
 TF0060.The dynamic height is computed by dividing the NAVD 88
 TF0060.geopotential number by the normal gravity value computed on the
 TF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0060.degrees latitude (g = 980.6199 gals.).
 TF0060
 TF0060.The modeled gravity was interpolated from observed gravity values.
 TF0060
 TF0060;                    North         East    Units  Estimated Accuracy
 TF0060;SPC ND N     -   192,770.      612,080.      MT  (+/- 180 meters Scaled)
 TF0060
 TF0060                          SUPERSEDED SURVEY CONTROL
 TF0060
 TF0060  NGVD 29 (??/??/92)  471.609  (m)         1547.27   (f) ADJ UNCH    2 0
 TF0060
 TF0060.Superseded values are not recommended for survey control.
 TF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0060.See file dsdata.txt to determine how the superseded data were derived.
 TF0060
 TF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU017987(NAD 83)
 TF0060_MARKER: DB = BENCH MARK DISK
 TF0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0060_STAMPING: C 171 1935
 TF0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0060+STABILITY: SURFACE MOTION
 TF0060
 TF0060  HISTORY     - Date     Condition        Report By
 TF0060  HISTORY     - 1935     MONUMENTED       CGS
 TF0060  HISTORY     - 1951     MARK NOT FOUND   USGS
 TF0060
 TF0060                          STATION DESCRIPTION
 TF0060
 TF0060'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0060'2.8 MI N FROM OMEMEE.
 TF0060'2.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0060'STATION AT OMEMEE, BOTTINEAU COUNTY, 0.3 MILE SOUTH OF THE AUGUST
 TF0060'ZIEMANN FARMHOUSE, 210 FEET NORTH OF THE CORNER COMMON TO SECTIONS 25,
 TF0060'26, 35 AND 36, T. 161 N., R. 75 W., 33.5 FEET EAST OF THE CENTERLINE
 TF0060'OF THE HIGHWAY, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE. A STANDARD
 TF0060'DISK, STAMPED C 171 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0084 ***********************************************************************
 TF0084  DESIGNATION -  C 172
 TF0084  PID         -  TF0084
 TF0084  STATE/COUNTY-  ND/ROLETTE
 TF0084  USGS QUAD   -  FONDA (1955)
 TF0084
 TF0084                         *CURRENT SURVEY CONTROL
 TF0084  ___________________________________________________________________
 TF0084* NAD 83(1986)-  48 43 56.     (N)    100 00 27.     (W)     SCALED    
 TF0084* NAVD 88     -       490.319  (meters)    1608.65   (feet)  POSTED    
 TF0084  ___________________________________________________________________
 TF0084  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0084  DYNAMIC HT  -         490.440 (meters)    1609.05  (feet)  COMP
 TF0084  MODELED GRAV-     980,841.8   (mgal)                       NAVD 88
 TF0084
 TF0084  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TF0084
 TF0084.The horizontal coordinates were scaled from a topographic map and have
 TF0084.an estimated accuracy of +/- 6 seconds.
 TF0084
 TF0084.The orthometric height was determined by differential leveling
 TF0084.and adjusted by the National Geodetic Survey in 1992..
 TF0084.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TF0084.rate of 0.0 thru 1.0 mm/km.
 TF0084
 TF0084.The geoid height was determined by GEOID03.
 TF0084
 TF0084.The dynamic height is computed by dividing the NAVD 88
 TF0084.geopotential number by the normal gravity value computed on the
 TF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0084.degrees latitude (g = 980.6199 gals.).
 TF0084
 TF0084.The modeled gravity was interpolated from observed gravity values.
 TF0084
 TF0084;                    North         East    Units  Estimated Accuracy
 TF0084;SPC ND N     -   192,710.      636,230.      MT  (+/- 180 meters Scaled)
 TF0084
 TF0084                          SUPERSEDED SURVEY CONTROL
 TF0084
 TF0084  NGVD 29 (??/??/92)  489.944  (m)         1607.42   (f) ADJ UNCH    2 0
 TF0084
 TF0084.Superseded values are not recommended for survey control.
 TF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0084.See file dsdata.txt to determine how the superseded data were derived.
 TF0084
 TF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU259981(NAD 83)
 TF0084_MARKER: DB = BENCH MARK DISK
 TF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0084_STAMPING: C 172 1935
 TF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0084+STABILITY: SURFACE MOTION
 TF0084
 TF0084  HISTORY     - Date     Condition        Report By
 TF0084  HISTORY     - 1935     MONUMENTED       CGS
 TF0084  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0084
 TF0084                          STATION DESCRIPTION
 TF0084
 TF0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0084'4.4 MI N FROM FONDA.
 TF0084'4.4 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE SOO
 TF0084'LINE RAILROAD AT FONDA, ROLETTE COUNTY, 315 FEET SOUTH OF THE CORNER
 TF0084'COMMON TO SECTIONS 28, 29, 32 AND 33, T. 161 N., R. 72 W., 30 FEET
 TF0084'EAST OF THE CENTERLINE OF THE ROAD, 22 FEET NORTH OF A FIELD GATE, AND
 TF0084'1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED C
 TF0084'172 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0084
 TF0084                          STATION RECOVERY (1982)
 TF0084
 TF0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0084'SEARCHED FOR BUT NOT RECOVERED, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0098 ***********************************************************************
 TF0098  DESIGNATION -  C 173
 TF0098  PID         -  TF0098
 TF0098  STATE/COUNTY-  ND/ROLETTE
 TF0098  USGS QUAD   -  LORDS LAKE (1955)
 TF0098
 TF0098                         *CURRENT SURVEY CONTROL
 TF0098  ___________________________________________________________________
 TF0098* NAD 83(1986)-  48 50 57.     (N)    100 09 40.     (W)     SCALED    
 TF0098* NAVD 88     -       636.461  (meters)    2088.12   (feet)  ADJUSTED  
 TF0098  ___________________________________________________________________
 TF0098  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF0098  DYNAMIC HT  -         636.614 (meters)    2088.62  (feet)  COMP
 TF0098  MODELED GRAV-     980,827.7   (mgal)                       NAVD 88
 TF0098
 TF0098  VERT ORDER  -  SECOND    CLASS 0
 TF0098
 TF0098.The horizontal coordinates were scaled from a topographic map and have
 TF0098.an estimated accuracy of +/- 6 seconds.
 TF0098
 TF0098.The orthometric height was determined by differential leveling
 TF0098.and adjusted by the National Geodetic Survey in June 1991..
 TF0098
 TF0098.The geoid height was determined by GEOID03.
 TF0098
 TF0098.The dynamic height is computed by dividing the NAVD 88
 TF0098.geopotential number by the normal gravity value computed on the
 TF0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0098.degrees latitude (g = 980.6199 gals.).
 TF0098
 TF0098.The modeled gravity was interpolated from observed gravity values.
 TF0098
 TF0098;                    North         East    Units  Estimated Accuracy
 TF0098;SPC ND N     -   205,660.      624,870.      MT  (+/- 180 meters Scaled)
 TF0098
 TF0098                          SUPERSEDED SURVEY CONTROL
 TF0098
 TF0098  NGVD 29 (??/??/92)  636.074  (m)         2086.85   (f) ADJ UNCH    2 0
 TF0098
 TF0098.Superseded values are not recommended for survey control.
 TF0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0098.See file dsdata.txt to determine how the superseded data were derived.
 TF0098
 TF0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV148113(NAD 83)
 TF0098_MARKER: DB = BENCH MARK DISK
 TF0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0098_STAMPING: C 173 1935
 TF0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0098+STABILITY: SURFACE MOTION
 TF0098
 TF0098  HISTORY     - Date     Condition        Report By
 TF0098  HISTORY     - 1935     MONUMENTED       CGS
 TF0098
 TF0098                          STATION DESCRIPTION
 TF0098
 TF0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0098'5.0 MI W FROM DUNSEITH.
 TF0098'5.0 MILES WEST ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TF0098'STATION AT DUNSEITH, ROLETTE COUNTY, 2.0 MILES NORTH ALONG A
 TF0098'SECTION-LINE ROAD.  0.2 MILE SOUTH OF A FARMHOUSE, 74 FEET NORTHWEST
 TF0098'OF THE CORNER COMMON TO SECTIONS 17, 18, 19 AND 20, T. 162 N., R. 73
 TF0098'W., AND 77 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 TF0098'STAMPED C 173 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1523 ***********************************************************************
 TE1523  DESIGNATION -  C 174
 TE1523  PID         -  TE1523
 TE1523  STATE/COUNTY-  ND/ROLETTE
 TE1523  USGS QUAD   -  ROLETTE SW (1955)
 TE1523
 TE1523                         *CURRENT SURVEY CONTROL
 TE1523  ___________________________________________________________________
 TE1523* NAD 83(1986)-  48 35 13.     (N)    099 59 30.     (W)     SCALED    
 TE1523* NAVD 88     -       485.469  (meters)    1592.74   (feet)  POSTED    
 TE1523  ___________________________________________________________________
 TE1523  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TE1523  DYNAMIC HT  -         485.580 (meters)    1593.11  (feet)  COMP
 TE1523  MODELED GRAV-     980,826.4   (mgal)                       NAVD 88
 TE1523
 TE1523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1523
 TE1523.The horizontal coordinates were scaled from a topographic map and have
 TE1523.an estimated accuracy of +/- 6 seconds.
 TE1523
 TE1523.The orthometric height was determined by differential leveling
 TE1523.and adjusted by the National Geodetic Survey in 1992..
 TE1523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1523.rate of 0.0 thru 1.0 mm/km.
 TE1523
 TE1523.The geoid height was determined by GEOID03.
 TE1523
 TE1523.The dynamic height is computed by dividing the NAVD 88
 TE1523.geopotential number by the normal gravity value computed on the
 TE1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1523.degrees latitude (g = 980.6199 gals.).
 TE1523
 TE1523.The modeled gravity was interpolated from observed gravity values.
 TE1523
 TE1523;                    North         East    Units  Estimated Accuracy
 TE1523;SPC ND N     -   176,570.      637,500.      MT  (+/- 180 meters Scaled)
 TE1523
 TE1523                          SUPERSEDED SURVEY CONTROL
 TE1523
 TE1523  NGVD 29 (??/??/92)  485.090  (m)         1591.50   (f) ADJ UNCH    2 0
 TE1523
 TE1523.Superseded values are not recommended for survey control.
 TE1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1523.See file dsdata.txt to determine how the superseded data were derived.
 TE1523
 TE1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU268820(NAD 83)
 TE1523_MARKER: DB = BENCH MARK DISK
 TE1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1523_STAMPING: C-174 1935
 TE1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1523+STABILITY: SURFACE MOTION
 TE1523
 TE1523  HISTORY     - Date     Condition        Report By
 TE1523  HISTORY     - 1935     MONUMENTED       CGS
 TE1523
 TE1523                          STATION DESCRIPTION
 TE1523
 TE1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1523'6.4 MI SE FROM FONDA.
 TE1523'1 MILE EAST AND 5.4 MILES SOUTH OF, ALONG NORTH-SOUTH SECTION LINE
 TE1523'ROAD, FROM TOWNSHIP-LINE RD. AND SOO LINE RAILROAD.  ABOUT 295 FEET
 TE1523'NORTH OF SECTION CORNER COMMON TO SECTIONS 17, 18, 19 AND 20, T 159 N,
 TE1523'R 72 W.  34.5 FEET WEST OF THE ROAD CENTERLINE.  6 FEET SOUTH OF A
 TE1523'TELEPHONE POLE.  1 FT. EAST OF PROPERTY LINE FENCE.  TABLET SET IN
 TE1523'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0578 ***********************************************************************
 RP0578  DESIGNATION -  C 18
 RP0578  PID         -  RP0578
 RP0578  STATE/COUNTY-  ND/BARNES
 RP0578  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0578
 RP0578                         *CURRENT SURVEY CONTROL
 RP0578  ___________________________________________________________________
 RP0578* NAD 83(1986)-  46 55 28.     (N)    097 55 58.     (W)     SCALED    
 RP0578* NAVD 88     -       418.400  (meters)    1372.70   (feet)  ADJUSTED  
 RP0578  ___________________________________________________________________
 RP0578  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 RP0578  DYNAMIC HT  -         418.431 (meters)    1372.80  (feet)  COMP
 RP0578  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 RP0578
 RP0578  VERT ORDER  -  FIRST     CLASS II
 RP0578
 RP0578.The horizontal coordinates were scaled from a topographic map and have
 RP0578.an estimated accuracy of +/- 6 seconds.
 RP0578
 RP0578.The orthometric height was determined by differential leveling
 RP0578.and adjusted by the National Geodetic Survey in June 1991..
 RP0578.WARNING-Repeat measurements at this control monument indicate possible
 RP0578.vertical movement.
 RP0578
 RP0578.The geoid height was determined by GEOID03.
 RP0578
 RP0578.The dynamic height is computed by dividing the NAVD 88
 RP0578.geopotential number by the normal gravity value computed on the
 RP0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0578.degrees latitude (g = 980.6199 gals.).
 RP0578
 RP0578.The modeled gravity was interpolated from observed gravity values.
 RP0578
 RP0578;                    North         East    Units  Estimated Accuracy
 RP0578;SPC ND S     -   143,010.      795,480.      MT  (+/- 180 meters Scaled)
 RP0578
 RP0578                          SUPERSEDED SURVEY CONTROL
 RP0578
 RP0578  NGVD 29 (??/??/92)  418.042  (m)         1371.53   (f) ADJ UNCH    1 2
 RP0578
 RP0578.Superseded values are not recommended for survey control.
 RP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0578.See file dsdata.txt to determine how the superseded data were derived.
 RP0578
 RP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS812973(NAD 83)
 RP0578_MARKER: DB = BENCH MARK DISK
 RP0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0578_STAMPING: C 18 1931 1371.480
 RP0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0578+STABILITY: SURFACE MOTION
 RP0578
 RP0578  HISTORY     - Date     Condition        Report By
 RP0578  HISTORY     - 1931     MONUMENTED       CGS
 RP0578  HISTORY     - 1964     GOOD             NGS
 RP0578  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0578
 RP0578                          STATION DESCRIPTION
 RP0578
 RP0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0578'2.95 MI E FROM VALLEY CITY.
 RP0578'ABOUT 1.65 MILES EAST ALONG BUSINESS ROUTE 94 FROM THE BRIDGE OVER THE
 RP0578'SHEYENNE RIVER AT VALLEY CITY, THENCE ABOUT 1.1 MILES EAST ALONG A
 RP0578'BLACK TOP AND GRAVEL ROAD THAT PARALLELS INTERSTATE 94 AT THIS POINT,
 RP0578'THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, IN SECTION 19, R 57 W, T
 RP0578'140 N, AT A T GRAVELED ROAD JUNCTION, 36 FEET SOUTH OF THE CENTER LINE
 RP0578'OF THE EAST-WEST GRAVELED ROAD, 36 1/2 FEET EAST OF THE CENTER LINE OF
 RP0578'THE NORTH-SOUTH GRAVELED ROAD, 11 FEET EAST OF A TELEPHONE POLE, 1
 RP0578'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 RP0578'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. NOTE-- THIS MARK
 RP0578'CAN ALSO BE REACHED BY GOING ABOUT 5.7 MILES WEST ALONG THE NORTHERN
 RP0578'PACIFIC RAILWAY FROM THE STATION AT ORISKA, THENCE ABOUT 0.3 MILE
 RP0578'SOUTH ALONG A GRAVELED ROAD, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL
 RP0578'ROAD (FORMELY THE OLD TRACK BED).
 RP0578
 RP0578                          STATION RECOVERY (1982)
 RP0578
 RP0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0578'INACCESSIBLE DUE TO NEW HOUSING CONSTRUCTION, LEVEL LINE WAS REROUTED
 RP0578'ALONG INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0324 ***********************************************************************
 TD0324  DESIGNATION -  C 181
 TD0324  PID         -  TD0324
 TD0324  STATE/COUNTY-  ND/PEMBINA
 TD0324  USGS QUAD   -  BATHGATE SE (1970)
 TD0324
 TD0324                         *CURRENT SURVEY CONTROL
 TD0324  ___________________________________________________________________
 TD0324* NAD 83(1986)-  48 48 13.     (N)    097 20 16.     (W)     SCALED    
 TD0324* NAVD 88     -       246.167  (meters)     807.63   (feet)  ADJUSTED  
 TD0324  ___________________________________________________________________
 TD0324  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 TD0324  DYNAMIC HT  -         246.234 (meters)     807.85  (feet)  COMP
 TD0324  MODELED GRAV-     980,877.5   (mgal)                       NAVD 88
 TD0324
 TD0324  VERT ORDER  -  SECOND    CLASS 0
 TD0324
 TD0324.The horizontal coordinates were scaled from a topographic map and have
 TD0324.an estimated accuracy of +/- 6 seconds.
 TD0324
 TD0324.The orthometric height was determined by differential leveling
 TD0324.and adjusted by the National Geodetic Survey in June 1991..
 TD0324
 TD0324.The geoid height was determined by GEOID03.
 TD0324
 TD0324.The dynamic height is computed by dividing the NAVD 88
 TD0324.geopotential number by the normal gravity value computed on the
 TD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0324.degrees latitude (g = 980.6199 gals.).
 TD0324
 TD0324.The modeled gravity was interpolated from observed gravity values.
 TD0324
 TD0324;                    North         East    Units  Estimated Accuracy
 TD0324;SPC ND N     -   205,310.      832,230.      MT  (+/- 180 meters Scaled)
 TD0324
 TD0324                          SUPERSEDED SURVEY CONTROL
 TD0324
 TD0324  NGVD 29 (??/??/92)  245.771  (m)          806.33   (f) ADJ UNCH    2 0
 TD0324
 TD0324.Superseded values are not recommended for survey control.
 TD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0324.See file dsdata.txt to determine how the superseded data were derived.
 TD0324
 TD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV220069(NAD 83)
 TD0324_MARKER: DB = BENCH MARK DISK
 TD0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0324_STAMPING: C 181 1935
 TD0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0324+STABILITY: SURFACE MOTION
 TD0324
 TD0324  HISTORY     - Date     Condition        Report By
 TD0324  HISTORY     - 1935     MONUMENTED       CGS
 TD0324  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0324
 TD0324                          STATION DESCRIPTION
 TD0324
 TD0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0324'5.0 MI E FROM HAMILTON.
 TD0324'5.0 MILES EAST ALONG STATE HIGHWAY 5 FROM THE CROSSING OF THE GREAT
 TD0324'NORTHERN RAILWAY AT HAMILTON, PEMBINA COUNTY, AT THE SOUTHEAST CORNER
 TD0324'OF SECTION 34, T. 162 N., R. 52 W., AT A ROAD INTERSECTION, 36 FEET
 TD0324'NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTER
 TD0324'LINE OF THE ROAD, AND 3.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A
 TD0324'FENCE.  A STANDARD DISK, STAMPED C 181 1935 AND SET IN THE TOP OF A
 TD0324'CONCRETE POST.
 TD0324
 TD0324                          STATION RECOVERY (1970)
 TD0324
 TD0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0649 ***********************************************************************
 TD0649  DESIGNATION -  C 182
 TD0649  PID         -  TD0649
 TD0649  STATE/COUNTY-  ND/PEMBINA
 TD0649  USGS QUAD   -  HANKS CORNER (1964)
 TD0649
 TD0649                         *CURRENT SURVEY CONTROL
 TD0649  ___________________________________________________________________
 TD0649* NAD 83(1986)-  48 45 41.     (N)    097 55 38.     (W)     SCALED    
 TD0649* NAVD 88     -       368.572  (meters)    1209.22   (feet)  ADJUSTED  
 TD0649  ___________________________________________________________________
 TD0649  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 TD0649  DYNAMIC HT  -         368.668 (meters)    1209.54  (feet)  COMP
 TD0649  MODELED GRAV-     980,857.5   (mgal)                       NAVD 88
 TD0649
 TD0649  VERT ORDER  -  SECOND    CLASS 0
 TD0649
 TD0649.The horizontal coordinates were scaled from a topographic map and have
 TD0649.an estimated accuracy of +/- 6 seconds.
 TD0649
 TD0649.The orthometric height was determined by differential leveling
 TD0649.and adjusted by the National Geodetic Survey in June 1991..
 TD0649
 TD0649.The geoid height was determined by GEOID03.
 TD0649
 TD0649.The dynamic height is computed by dividing the NAVD 88
 TD0649.geopotential number by the normal gravity value computed on the
 TD0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0649.degrees latitude (g = 980.6199 gals.).
 TD0649
 TD0649.The modeled gravity was interpolated from observed gravity values.
 TD0649
 TD0649;                    North         East    Units  Estimated Accuracy
 TD0649;SPC ND N     -   199,000.      789,120.      MT  (+/- 180 meters Scaled)
 TD0649
 TD0649                          SUPERSEDED SURVEY CONTROL
 TD0649
 TD0649  NGVD 29 (??/??/92)  368.174  (m)         1207.92   (f) ADJ UNCH    2 0
 TD0649
 TD0649.Superseded values are not recommended for survey control.
 TD0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0649.See file dsdata.txt to determine how the superseded data were derived.
 TD0649
 TD0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV788014(NAD 83)
 TD0649_MARKER: DB = BENCH MARK DISK
 TD0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0649_STAMPING: C-182 1935
 TD0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0649+STABILITY: SURFACE MOTION
 TD0649
 TD0649  HISTORY     - Date     Condition        Report By
 TD0649  HISTORY     - 1935     MONUMENTED       CGS
 TD0649  HISTORY     - 1935     GOOD             NGS
 TD0649
 TD0649                          STATION DESCRIPTION
 TD0649
 TD0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0649'11.2 MI S FROM WALHALLA.
 TD0649'11.2 MILES SOUTH ALONG STATE HWY 32 FROM THE INTERSECTION OF ROAD
 TD0649'LEADING WEST TO VANG, CAVALIER CO., AND STATE HWY 32 IN WALHALLA. 20.2
 TD0649'MILES EAST OF LANGDON COURT HOUSE ALONG STATE HWY 5.  AT S.W. CORNER
 TD0649'OF SEC 17, T 161 N, R 56 W.  93 FEET NORTHEAST OF NORTHEAST CORNER OF
 TD0649'LOG CHURCH.  72.7 FEET NORTHEAST OF T.B.M. B-8.  60 FEET NORTH OF
 TD0649'CONCRETE SUB-POWER STATION.  36 FEET NORTH OF CENTERLINE OF STATE HWY
 TD0649'5.  32.5 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD. TABLET SET IN
 TD0649'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0635 ***********************************************************************
 TD0635  DESIGNATION -  C 183
 TD0635  PID         -  TD0635
 TD0635  STATE/COUNTY-  ND/PEMBINA
 TD0635  USGS QUAD   -  CAVALIER NW (1964)
 TD0635
 TD0635                         *CURRENT SURVEY CONTROL
 TD0635  ___________________________________________________________________
 TD0635* NAD 83(1986)-  48 59 30.     (N)    097 42 33.     (W)     SCALED    
 TD0635* NAVD 88     -       263.622  (meters)     864.90   (feet)  ADJUSTED  
 TD0635  ___________________________________________________________________
 TD0635  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 TD0635  DYNAMIC HT  -         263.704 (meters)     865.17  (feet)  COMP
 TD0635  MODELED GRAV-     980,911.7   (mgal)                       NAVD 88
 TD0635
 TD0635  VERT ORDER  -  SECOND    CLASS 0
 TD0635
 TD0635.The horizontal coordinates were scaled from a topographic map and have
 TD0635.an estimated accuracy of +/- 6 seconds.
 TD0635
 TD0635.The orthometric height was determined by differential leveling
 TD0635.and adjusted by the National Geodetic Survey in June 1991..
 TD0635
 TD0635.The geoid height was determined by GEOID03.
 TD0635
 TD0635.The dynamic height is computed by dividing the NAVD 88
 TD0635.geopotential number by the normal gravity value computed on the
 TD0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0635.degrees latitude (g = 980.6199 gals.).
 TD0635
 TD0635.The modeled gravity was interpolated from observed gravity values.
 TD0635
 TD0635;                    North         East    Units  Estimated Accuracy
 TD0635;SPC ND N     -   225,150.      804,210.      MT  (+/- 180 meters Scaled)
 TD0635
 TD0635                          SUPERSEDED SURVEY CONTROL
 TD0635
 TD0635  NGVD 29 (??/??/92)  263.239  (m)          863.64   (f) ADJ UNCH    2 0
 TD0635
 TD0635.Superseded values are not recommended for survey control.
 TD0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0635.See file dsdata.txt to determine how the superseded data were derived.
 TD0635
 TD0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV944273(NAD 83)
 TD0635_MARKER: DB = BENCH MARK DISK
 TD0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0635_STAMPING: C 183 1935
 TD0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0635+STABILITY: SURFACE MOTION
 TD0635
 TD0635  HISTORY     - Date     Condition        Report By
 TD0635  HISTORY     - 1935     MONUMENTED       CGS
 TD0635
 TD0635                          STATION DESCRIPTION
 TD0635
 TD0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0635'9 MI W FROM NECHE.
 TD0635'9 MILES WEST OF NECHE, PEMBINA COUNTY, FROM THE GREAT NORTHERN RAILWAY
 TD0635'STATION AT WHICH PLACE IT MAY BE REACHED BY GOING 1.5 MILES NORTH
 TD0635'ALONG STATE HIGHWAY 18, THEN 4.8 MILES WEST ALONG A BOUNDARY-LINE
 TD0635'ROAD, 0.5 MILE SOUTH ALONG A QUARTER-SECTION ROAD, 2.3 MILES WEST
 TD0635'ALONG A SECTION-LINE ROAD.  THE BENCH MARK IS AT THE NORTHWEST CORNER
 TD0635'OF SECTION 36, T. 164 N., R. 55 W., AT A ROAD CROSSING, 29 FEET SOUTH
 TD0635'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 28.5 FEET EAST OF THE
 TD0635'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 4.8 FEET EAST OF A POLE. A
 TD0635'STANDARD DISK, STAMPED C 183 1935 AND SET IN THE TOP OF A CONCRETE
 TD0635'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0654 ***********************************************************************
 TD0654  DESIGNATION -  C 184
 TD0654  PID         -  TD0654
 TD0654  STATE/COUNTY-  ND/PEMBINA
 TD0654  USGS QUAD   -  MOUNTAIN (1964)
 TD0654
 TD0654                         *CURRENT SURVEY CONTROL
 TD0654  ___________________________________________________________________
 TD0654* NAD 83(1986)-  48 41 15.     (N)    097 51 42.     (W)     SCALED    
 TD0654* NAVD 88     -       315.695  (meters)    1035.74   (feet)  ADJUSTED  
 TD0654  ___________________________________________________________________
 TD0654  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 TD0654  DYNAMIC HT  -         315.770 (meters)    1035.99  (feet)  COMP
 TD0654  MODELED GRAV-     980,841.5   (mgal)                       NAVD 88
 TD0654
 TD0654  VERT ORDER  -  SECOND    CLASS 0
 TD0654
 TD0654.The horizontal coordinates were scaled from a topographic map and have
 TD0654.an estimated accuracy of +/- 6 seconds.
 TD0654
 TD0654.The orthometric height was determined by differential leveling
 TD0654.and adjusted by the National Geodetic Survey in June 1991..
 TD0654
 TD0654.The geoid height was determined by GEOID03.
 TD0654
 TD0654.The dynamic height is computed by dividing the NAVD 88
 TD0654.geopotential number by the normal gravity value computed on the
 TD0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0654.degrees latitude (g = 980.6199 gals.).
 TD0654
 TD0654.The modeled gravity was interpolated from observed gravity values.
 TD0654
 TD0654;                    North         East    Units  Estimated Accuracy
 TD0654;SPC ND N     -   190,950.      794,220.      MT  (+/- 180 meters Scaled)
 TD0654
 TD0654                          SUPERSEDED SURVEY CONTROL
 TD0654
 TD0654  NGVD 29 (??/??/92)  315.301  (m)         1034.45   (f) ADJ UNCH    2 0
 TD0654
 TD0654.Superseded values are not recommended for survey control.
 TD0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0654.See file dsdata.txt to determine how the superseded data were derived.
 TD0654
 TD0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU837933(NAD 83)
 TD0654_MARKER: DB = BENCH MARK DISK
 TD0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0654_STAMPING: C-184 1935
 TD0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0654+STABILITY: SURFACE MOTION
 TD0654
 TD0654  HISTORY     - Date     Condition        Report By
 TD0654  HISTORY     - 1935     MONUMENTED       CGS
 TD0654  HISTORY     - 1935     GOOD             NGS
 TD0654
 TD0654                          STATION DESCRIPTION
 TD0654
 TD0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0654'IN MOUNTAIN.
 TD0654'AT MOUNTAIN, N. W. CORNER SEC. 15, T 160 N, R 56 W.  80 FEET EAST OF
 TD0654'T.B.M. D08.  5.3 FEET SOUTH OF NORTHWEST CORNER OF FENCE.  38.5 FEET
 TD0654'EAST OF CENTERLINE OF NORTH-SOUTH ROAD OR STATE HWY. NO. 32.  37.5
 TD0654'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  TABLET SET IN PRECAST
 TD0654'CONCRETE POST SET AT NORTHEAST CORNER OF THE TOWN OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0104 ***********************************************************************
 TE0104  DESIGNATION -  C 185
 TE0104  PID         -  TE0104
 TE0104  STATE/COUNTY-  ND/CAVALIER
 TE0104  USGS QUAD   -  LANGDON EAST (1983)
 TE0104
 TE0104                         *CURRENT SURVEY CONTROL
 TE0104  ___________________________________________________________________
 TE0104* NAD 83(1986)-  48 45 41.     (N)    098 16 39.     (W)     SCALED    
 TE0104* NAVD 88     -       506.958  (meters)    1663.24   (feet)  ADJUSTED  
 TE0104  ___________________________________________________________________
 TE0104  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 TE0104  DYNAMIC HT  -         507.072 (meters)    1663.62  (feet)  COMP
 TE0104  MODELED GRAV-     980,818.6   (mgal)                       NAVD 88
 TE0104
 TE0104  VERT ORDER  -  SECOND    CLASS 0
 TE0104
 TE0104.The horizontal coordinates were scaled from a topographic map and have
 TE0104.an estimated accuracy of +/- 6 seconds.
 TE0104
 TE0104.The orthometric height was determined by differential leveling
 TE0104.and adjusted by the National Geodetic Survey in June 1991..
 TE0104
 TE0104.The geoid height was determined by GEOID03.
 TE0104
 TE0104.The dynamic height is computed by dividing the NAVD 88
 TE0104.geopotential number by the normal gravity value computed on the
 TE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0104.degrees latitude (g = 980.6199 gals.).
 TE0104
 TE0104.The modeled gravity was interpolated from observed gravity values.
 TE0104
 TE0104;                    North         East    Units  Estimated Accuracy
 TE0104;SPC ND N     -   198,200.      763,380.      MT  (+/- 180 meters Scaled)
 TE0104
 TE0104                          SUPERSEDED SURVEY CONTROL
 TE0104
 TE0104  NGVD 29 (??/??/92)  506.542  (m)         1661.88   (f) ADJ UNCH    2 0
 TE0104
 TE0104.Superseded values are not recommended for survey control.
 TE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0104.See file dsdata.txt to determine how the superseded data were derived.
 TE0104
 TE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV530011(NAD 83)
 TE0104_MARKER: DB = BENCH MARK DISK
 TE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0104_STAMPING: C-185 1935
 TE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0104+STABILITY: SURFACE MOTION
 TE0104
 TE0104  HISTORY     - Date     Condition        Report By
 TE0104  HISTORY     - 1935     MONUMENTED       CGS
 TE0104
 TE0104                          STATION DESCRIPTION
 TE0104
 TE0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0104'4.1 MI W FROM LANGDON.
 TE0104'4.1 MILES WEST OF COURT HOUSE ALONG STATE HWY 5.  S.W. CORNER SEC. 15,
 TE0104'T 161 N, R 59 W.  60 FEET SOUTHWEST OF SOUTHWEST CORNER OF GORDON F.
 TE0104'RAMAGES HOUSE.  38 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD. 31.5
 TE0104'FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  5.7 FEET NORTH OF POWER
 TE0104'POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0105 ***********************************************************************
 TE0105  DESIGNATION -  C 185 RESET
 TE0105  PID         -  TE0105
 TE0105  STATE/COUNTY-  ND/CAVALIER
 TE0105  USGS QUAD   -  LANGDON EAST (1983)
 TE0105
 TE0105                         *CURRENT SURVEY CONTROL
 TE0105  ___________________________________________________________________
 TE0105* NAD 83(1986)-  48 45 41.     (N)    098 16 39.     (W)     SCALED    
 TE0105* NAVD 88     -       506.821  (meters)    1662.80   (feet)  ADJUSTED  
 TE0105  ___________________________________________________________________
 TE0105  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 TE0105  DYNAMIC HT  -         506.935 (meters)    1663.17  (feet)  COMP
 TE0105  MODELED GRAV-     980,818.6   (mgal)                       NAVD 88
 TE0105
 TE0105  VERT ORDER  -  SECOND    CLASS 0
 TE0105
 TE0105.The horizontal coordinates were scaled from a topographic map and have
 TE0105.an estimated accuracy of +/- 6 seconds.
 TE0105
 TE0105.The orthometric height was determined by differential leveling
 TE0105.and adjusted by the National Geodetic Survey in June 1991..
 TE0105
 TE0105.The geoid height was determined by GEOID03.
 TE0105
 TE0105.The dynamic height is computed by dividing the NAVD 88
 TE0105.geopotential number by the normal gravity value computed on the
 TE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0105.degrees latitude (g = 980.6199 gals.).
 TE0105
 TE0105.The modeled gravity was interpolated from observed gravity values.
 TE0105
 TE0105;                    North         East    Units  Estimated Accuracy
 TE0105;SPC ND N     -   198,200.      763,380.      MT  (+/- 180 meters Scaled)
 TE0105
 TE0105                          SUPERSEDED SURVEY CONTROL
 TE0105
 TE0105  NGVD 29 (??/??/92)  506.446  (m)         1661.56   (f) ADJ UNCH    2 0
 TE0105
 TE0105.Superseded values are not recommended for survey control.
 TE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0105.See file dsdata.txt to determine how the superseded data were derived.
 TE0105
 TE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV530011(NAD 83)
 TE0105_MARKER: DB = BENCH MARK DISK
 TE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0105_STAMPING: C 185 RESET 1957
 TE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0105+STABILITY: SURFACE MOTION
 TE0105
 TE0105  HISTORY     - Date     Condition        Report By
 TE0105  HISTORY     - 1957     MONUMENTED       CGS
 TE0105  HISTORY     - 1964     GOOD             NGS
 TE0105  HISTORY     - 1973     GOOD             NGS
 TE0105
 TE0105                          STATION DESCRIPTION
 TE0105
 TE0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0105'4.1 MI E FROM LANGDON.
 TE0105'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0105'LANGDON, AT A FARM ROAD INTERSECTION, IN SECTION 15, R 59 W, T 161 N,
 TE0105'IN LINE WITH A ROW OF POWER POLES, 89.4 FEET NORTH OF THE CENTER LINE
 TE0105'OF THE HIGHWAY, 95 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 TE0105'INTERSECTION, 33 1/2 FEET EAST OF THE CENTER LINE OF FARM ROAD, 18
 TE0105'FEET WEST OF A POWER LINE POLE, 1.6 FEET SOUTH OF A STEEL WITNESS
 TE0105'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 TE0105'CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0105
 TE0105                          STATION RECOVERY (1973)
 TE0105
 TE0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0196 ***********************************************************************
 TE0196  DESIGNATION -  C 187 RESET
 TE0196  PID         -  TE0196
 TE0196  STATE/COUNTY-  ND/CAVALIER
 TE0196  USGS QUAD   -  MAIDA (1967)
 TE0196
 TE0196                         *CURRENT SURVEY CONTROL
 TE0196  ___________________________________________________________________
 TE0196* NAD 83(1986)-  48 59 36.     (N)    098 21 52.     (W)     SCALED    
 TE0196* NAVD 88     -       477.657  (meters)    1567.11   (feet)  ADJUSTED  
 TE0196  ___________________________________________________________________
 TE0196  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0196  DYNAMIC HT  -         477.778 (meters)    1567.51  (feet)  COMP
 TE0196  MODELED GRAV-     980,847.8   (mgal)                       NAVD 88
 TE0196
 TE0196  VERT ORDER  -  SECOND    CLASS 0
 TE0196
 TE0196.The horizontal coordinates were scaled from a topographic map and have
 TE0196.an estimated accuracy of +/- 6 seconds.
 TE0196
 TE0196.The orthometric height was determined by differential leveling
 TE0196.and adjusted by the National Geodetic Survey in June 1991..
 TE0196
 TE0196.The geoid height was determined by GEOID03.
 TE0196
 TE0196.The dynamic height is computed by dividing the NAVD 88
 TE0196.geopotential number by the normal gravity value computed on the
 TE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0196.degrees latitude (g = 980.6199 gals.).
 TE0196
 TE0196.The modeled gravity was interpolated from observed gravity values.
 TE0196
 TE0196;                    North         East    Units  Estimated Accuracy
 TE0196;SPC ND N     -   223,800.      756,270.      MT  (+/- 180 meters Scaled)
 TE0196
 TE0196                          SUPERSEDED SURVEY CONTROL
 TE0196
 TE0196  NGVD 29 (??/??/92)  477.283  (m)         1565.89   (f) ADJ UNCH    2 0
 TE0196
 TE0196.Superseded values are not recommended for survey control.
 TE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0196.See file dsdata.txt to determine how the superseded data were derived.
 TE0196
 TE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV464269(NAD 83)
 TE0196_MARKER: DB = BENCH MARK DISK
 TE0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0196_STAMPING: C 187 RESET 1957
 TE0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0196+STABILITY: SURFACE MOTION
 TE0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0196+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 TE0196
 TE0196  HISTORY     - Date     Condition        Report By
 TE0196  HISTORY     - 1957     MONUMENTED       CGS
 TE0196  HISTORY     - 1964     GOOD             NGS
 TE0196  HISTORY     - 1964     GOOD             NGS
 TE0196  HISTORY     - 20001121 GOOD             NDWC
 TE0196
 TE0196                          STATION DESCRIPTION
 TE0196
 TE0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0196'0.5 MI S FROM MAIDA.
 TE0196'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0196'MAIDA, IN SECTION 25, R 60 W, T 164 N, 101 FEET EAST OF THE CENTER
 TE0196'LINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTER LINE OF EAST-WEST
 TE0196'ROAD, 1 1/2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL
 TE0196'WITNESS POST, 5 FEET BELOW THE LEVEL OF HIGHWAY, SET IN THE TOP OF A
 TE0196'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 TE0196
 TE0196                          STATION RECOVERY (1964)
 TE0196
 TE0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0196'RECOVERED IN GOOD CONDITION.
 TE0196
 TE0196                          STATION RECOVERY (2000)
 TE0196
 TE0196'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 TE0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1160 ***********************************************************************
 TE1160  DESIGNATION -  C 188
 TE1160  PID         -  TE1160
 TE1160  STATE/COUNTY-  ND/TOWNER
 TE1160  USGS QUAD   -  ROCK LAKE NE (1969)
 TE1160
 TE1160                         *CURRENT SURVEY CONTROL
 TE1160  ___________________________________________________________________
 TE1160* NAD 83(1986)-  48 59 35.     (N)    099 01 19.     (W)     SCALED    
 TE1160* NAVD 88     -       477.579  (meters)    1566.86   (feet)  ADJUSTED  
 TE1160  ___________________________________________________________________
 TE1160  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 TE1160  DYNAMIC HT  -         477.701 (meters)    1567.26  (feet)  COMP
 TE1160  MODELED GRAV-     980,849.9   (mgal)                       NAVD 88
 TE1160
 TE1160  VERT ORDER  -  SECOND    CLASS 0
 TE1160
 TE1160.The horizontal coordinates were scaled from a topographic map and have
 TE1160.an estimated accuracy of +/- 6 seconds.
 TE1160
 TE1160.The orthometric height was determined by differential leveling
 TE1160.and adjusted by the National Geodetic Survey in June 1991..
 TE1160
 TE1160.The geoid height was determined by GEOID03.
 TE1160
 TE1160.The dynamic height is computed by dividing the NAVD 88
 TE1160.geopotential number by the normal gravity value computed on the
 TE1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1160.degrees latitude (g = 980.6199 gals.).
 TE1160
 TE1160.The modeled gravity was interpolated from observed gravity values.
 TE1160
 TE1160;                    North         East    Units  Estimated Accuracy
 TE1160;SPC ND N     -   222,640.      708,170.      MT  (+/- 180 meters Scaled)
 TE1160
 TE1160                          SUPERSEDED SURVEY CONTROL
 TE1160
 TE1160  NGVD 29 (??/??/92)  477.174  (m)         1565.53   (f) ADJ UNCH    2 0
 TE1160
 TE1160.Superseded values are not recommended for survey control.
 TE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1160.See file dsdata.txt to determine how the superseded data were derived.
 TE1160
 TE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV983266(NAD 83)
 TE1160_MARKER: DB = BENCH MARK DISK
 TE1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1160_STAMPING: C 188 1935
 TE1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1160+STABILITY: SURFACE MOTION
 TE1160
 TE1160  HISTORY     - Date     Condition        Report By
 TE1160  HISTORY     - 1935     MONUMENTED       CGS
 TE1160
 TE1160                          STATION DESCRIPTION
 TE1160
 TE1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1160'3.0 MI N FROM SARLES.
 TE1160'IN TOWNER COUNTY, 3.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE
 TE1160'GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, 1.0 MILE
 TE1160'WEST ALONG A SECTION-LINE ROAD, AT THE NORTHEAST CORNER OF SECTION 35,
 TE1160'T. 164 N., R. 65 W., AT THE NORTHWEST CORNER OF A LARGE ROCK PILE, 37
 TE1160'FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, AND 7.5 FEET
 TE1160'WEST OF THE SECTION LINE OF SECTIONS 35 AND 36.  A STANDARD DISK,
 TE1160'STAMPED C 188 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0029 ***********************************************************************
 TE0029  DESIGNATION -  C 189
 TE0029  PID         -  TE0029
 TE0029  STATE/COUNTY-  ND/CAVALIER
 TE0029  USGS QUAD   -  OLGA NW (1969)
 TE0029
 TE0029                         *CURRENT SURVEY CONTROL
 TE0029  ___________________________________________________________________
 TE0029* NAD 83(1986)-  48 54 21.     (N)    098 12 42.     (W)     SCALED    
 TE0029* NAVD 88     -       475.503  (meters)    1560.05   (feet)  ADJUSTED  
 TE0029  ___________________________________________________________________
 TE0029  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 TE0029  DYNAMIC HT  -         475.618 (meters)    1560.42  (feet)  COMP
 TE0029  MODELED GRAV-     980,836.8   (mgal)                       NAVD 88
 TE0029
 TE0029  VERT ORDER  -  SECOND    CLASS 0
 TE0029
 TE0029.The horizontal coordinates were scaled from a topographic map and have
 TE0029.an estimated accuracy of +/- 6 seconds.
 TE0029
 TE0029.The orthometric height was determined by differential leveling
 TE0029.and adjusted by the National Geodetic Survey in June 1991..
 TE0029
 TE0029.The geoid height was determined by GEOID03.
 TE0029
 TE0029.The dynamic height is computed by dividing the NAVD 88
 TE0029.geopotential number by the normal gravity value computed on the
 TE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0029.degrees latitude (g = 980.6199 gals.).
 TE0029
 TE0029.The modeled gravity was interpolated from observed gravity values.
 TE0029
 TE0029;                    North         East    Units  Estimated Accuracy
 TE0029;SPC ND N     -   214,400.      767,740.      MT  (+/- 180 meters Scaled)
 TE0029
 TE0029                          SUPERSEDED SURVEY CONTROL
 TE0029
 TE0029  NGVD 29 (??/??/92)  475.111  (m)         1558.76   (f) ADJ UNCH    2 0
 TE0029
 TE0029.Superseded values are not recommended for survey control.
 TE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0029.See file dsdata.txt to determine how the superseded data were derived.
 TE0029
 TE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV577172(NAD 83)
 TE0029_MARKER: DB = BENCH MARK DISK
 TE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0029_STAMPING: C 189 1935
 TE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0029+STABILITY: SURFACE MOTION
 TE0029
 TE0029  HISTORY     - Date     Condition        Report By
 TE0029  HISTORY     - 1935     MONUMENTED       CGS
 TE0029  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0029
 TE0029                          STATION DESCRIPTION
 TE0029
 TE0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0029'4.1 MI W FROM VANG.
 TE0029'4.1 MILES WEST ALONG A SECTION-LINE ROAD
 TE0029'FROM THE PUBLIC SCHOOL AT VANG, CAVALIER COUNTY, AT THE SOUTHEAST
 TE0029'CORNER OF SECTION 25, T. 163 N., R. 59 W., AT A ROAD INTERSECTION, 32
 TE0029'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 31.5 FEET
 TE0029'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 3.3 FEET
 TE0029'NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE.  A STANDARD DISK,
 TE0029'STAMPED C 189 1935 AND SET IN THE TOP OF A COCNRETE POST.  NOTE-- THE
 TE0029'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0025 ***********************************************************************
 RQ0025  DESIGNATION -  C 19
 RQ0025  PID         -  RQ0025
 RQ0025  STATE/COUNTY-  ND/BARNES
 RQ0025  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0025
 RQ0025                         *CURRENT SURVEY CONTROL
 RQ0025  ___________________________________________________________________
 RQ0025* NAD 83(1986)-  46 55 31.     (N)    098 00 07.     (W)     SCALED    
 RQ0025* NAVD 88     -       374.474  (meters)    1228.59   (feet)  ADJUSTED  
 RQ0025  ___________________________________________________________________
 RQ0025  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RQ0025  DYNAMIC HT  -         374.507 (meters)    1228.69  (feet)  COMP
 RQ0025  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 RQ0025
 RQ0025  VERT ORDER  -  FIRST     CLASS II
 RQ0025
 RQ0025.The horizontal coordinates were scaled from a topographic map and have
 RQ0025.an estimated accuracy of +/- 6 seconds.
 RQ0025
 RQ0025.The orthometric height was determined by differential leveling
 RQ0025.and adjusted by the National Geodetic Survey in June 1991..
 RQ0025
 RQ0025.The geoid height was determined by GEOID03.
 RQ0025
 RQ0025.The dynamic height is computed by dividing the NAVD 88
 RQ0025.geopotential number by the normal gravity value computed on the
 RQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0025.degrees latitude (g = 980.6199 gals.).
 RQ0025
 RQ0025.The modeled gravity was interpolated from observed gravity values.
 RQ0025
 RQ0025;                    North         East    Units  Estimated Accuracy
 RQ0025;SPC ND S     -   142,930.      790,210.      MT  (+/- 180 meters Scaled)
 RQ0025
 RQ0025                          SUPERSEDED SURVEY CONTROL
 RQ0025
 RQ0025  NGVD 29 (??/??/92)  374.120  (m)         1227.43   (f) ADJ UNCH    1 2
 RQ0025
 RQ0025.Superseded values are not recommended for survey control.
 RQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0025.See file dsdata.txt to determine how the superseded data were derived.
 RQ0025
 RQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS759973(NAD 83)
 RQ0025_MARKER: DB = BENCH MARK DISK
 RQ0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0025_SP_SET: BUILDING
 RQ0025_STAMPING: C 19 1931 1227.425
 RQ0025_MARK LOGO: CGS   
 RQ0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0025
 RQ0025  HISTORY     - Date     Condition        Report By
 RQ0025  HISTORY     - 1931     MONUMENTED       CGS
 RQ0025  HISTORY     - 1964     GOOD             NGS
 RQ0025  HISTORY     - 1976     GOOD             NGS
 RQ0025  HISTORY     - 1982     GOOD             NGS
 RQ0025
 RQ0025                          STATION DESCRIPTION
 RQ0025
 RQ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RQ0025'IN VALLEY CITY.
 RQ0025'AT VALLEY CITY, IN SECTION 21, R 58 W, T 140 N, SET VERTICALLY IN THE
 RQ0025'SOUTH FACE OF THE BRICK WALL OF THE POST OFFICE BUILDING, 1.5 FEET
 RQ0025'WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT 6 FEET ABOVE
 RQ0025'THE GROUND.
 RQ0025
 RQ0025                          STATION RECOVERY (1976)
 RQ0025
 RQ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RQ0025'RECOVERED IN GOOD CONDITION.
 RQ0025
 RQ0025                          STATION RECOVERY (1982)
 RQ0025
 RQ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0880 ***********************************************************************
 TE0880  DESIGNATION -  C 190
 TE0880  PID         -  TE0880
 TE0880  STATE/COUNTY-  ND/CAVALIER
 TE0880  USGS QUAD   -  HANNAH (1970)
 TE0880
 TE0880                         *CURRENT SURVEY CONTROL
 TE0880  ___________________________________________________________________
 TE0880* NAD 83(1986)-  48 53 28.     (N)    098 41 38.     (W)     SCALED    
 TE0880* NAVD 88     -       474.610  (meters)    1557.12   (feet)  ADJUSTED  
 TE0880  ___________________________________________________________________
 TE0880  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 TE0880  DYNAMIC HT  -         474.723 (meters)    1557.49  (feet)  COMP
 TE0880  MODELED GRAV-     980,833.8   (mgal)                       NAVD 88
 TE0880
 TE0880  VERT ORDER  -  SECOND    CLASS 0
 TE0880
 TE0880.The horizontal coordinates were scaled from a topographic map and have
 TE0880.an estimated accuracy of +/- 6 seconds.
 TE0880
 TE0880.The orthometric height was determined by differential leveling
 TE0880.and adjusted by the National Geodetic Survey in June 1991..
 TE0880
 TE0880.The geoid height was determined by GEOID03.
 TE0880
 TE0880.The dynamic height is computed by dividing the NAVD 88
 TE0880.geopotential number by the normal gravity value computed on the
 TE0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0880.degrees latitude (g = 980.6199 gals.).
 TE0880
 TE0880.The modeled gravity was interpolated from observed gravity values.
 TE0880
 TE0880;                    North         East    Units  Estimated Accuracy
 TE0880;SPC ND N     -   211,820.      732,440.      MT  (+/- 180 meters Scaled)
 TE0880
 TE0880                          SUPERSEDED SURVEY CONTROL
 TE0880
 TE0880  NGVD 29 (??/??/92)  474.222  (m)         1555.84   (f) ADJ UNCH    2 0
 TE0880
 TE0880.Superseded values are not recommended for survey control.
 TE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0880.See file dsdata.txt to determine how the superseded data were derived.
 TE0880
 TE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV224153(NAD 83)
 TE0880_MARKER: DB = BENCH MARK DISK
 TE0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0880_STAMPING: C 190 1935
 TE0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0880+STABILITY: SURFACE MOTION
 TE0880
 TE0880  HISTORY     - Date     Condition        Report By
 TE0880  HISTORY     - 1935     MONUMENTED       CGS
 TE0880  HISTORY     - 1970     MARK NOT FOUND   USGS
 TE0880
 TE0880                          STATION DESCRIPTION
 TE0880
 TE0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0880'0.3 MI SW FROM WALES.
 TE0880'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0880'WALES, CAVALIER COUNTY, 4.0 MILES WEST ALONG ANOTHER SECTION-LINE
 TE0880'ROAD.  AT THE NORTHEAST CORNER OF SECTION 5, T. 162 N., R. 62 W., AT A
 TE0880'ROAD INTERSECTION, 38.5 FEET WEST OF THE CENTERLINE OF THE
 TE0880'NORTH-AND-SOUTH ROAD, AND 32 FEET SOUTH OF THE CENTERLINE OF THE
 TE0880'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED C 190 1935 AND SET IN
 TE0880'THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A ROAD DITCH WHERE MARK
 TE0880'WAS DESCRIBED.
 TE0880
 TE0880                          STATION RECOVERY (1970)
 TE0880
 TE0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TE0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1277 ***********************************************************************
 TE1277  DESIGNATION -  C 191
 TE1277  PID         -  TE1277
 TE1277  STATE/COUNTY-  ND/BENSON
 TE1277  USGS QUAD   -  COMSTOCK (1957)
 TE1277
 TE1277                         *CURRENT SURVEY CONTROL
 TE1277  ___________________________________________________________________
 TE1277* NAD 83(1986)-  48 10 48.     (N)    099 26 16.     (W)     SCALED    
 TE1277* NAVD 88     -       518.821  (meters)    1702.17   (feet)  ADJUSTED  
 TE1277  ___________________________________________________________________
 TE1277  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 TE1277  DYNAMIC HT  -         518.905 (meters)    1702.44  (feet)  COMP
 TE1277  MODELED GRAV-     980,755.7   (mgal)                       NAVD 88
 TE1277
 TE1277  VERT ORDER  -  SECOND    CLASS 0
 TE1277
 TE1277.The horizontal coordinates were scaled from a topographic map and have
 TE1277.an estimated accuracy of +/- 6 seconds.
 TE1277
 TE1277.The orthometric height was determined by differential leveling
 TE1277.and adjusted by the National Geodetic Survey in June 1991..
 TE1277
 TE1277.The geoid height was determined by GEOID03.
 TE1277
 TE1277.The dynamic height is computed by dividing the NAVD 88
 TE1277.geopotential number by the normal gravity value computed on the
 TE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1277.degrees latitude (g = 980.6199 gals.).
 TE1277
 TE1277.The modeled gravity was interpolated from observed gravity values.
 TE1277
 TE1277;                    North         East    Units  Estimated Accuracy
 TE1277;SPC ND N     -   131,740.      678,990.      MT  (+/- 180 meters Scaled)
 TE1277
 TE1277                          SUPERSEDED SURVEY CONTROL
 TE1277
 TE1277  NGVD 29 (??/??/92)  518.439  (m)         1700.91   (f) ADJ UNCH    2 0
 TE1277
 TE1277.Superseded values are not recommended for survey control.
 TE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1277.See file dsdata.txt to determine how the superseded data were derived.
 TE1277
 TE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU674363(NAD 83)
 TE1277_MARKER: DB = BENCH MARK DISK
 TE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1277_STAMPING: C 191 1935
 TE1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1277+STABILITY: SURFACE MOTION
 TE1277
 TE1277  HISTORY     - Date     Condition        Report By
 TE1277  HISTORY     - 1935     MONUMENTED       CGS
 TE1277  HISTORY     - 1957     MARK NOT FOUND   USGS
 TE1277
 TE1277                          STATION DESCRIPTION
 TE1277
 TE1277'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TE1277'5.3 MI W FROM BRINSMADE.
 TE1277'5.3 MILES WEST ALONG A COUNTY ROAD FROM THE NORTHERN PACIFIC RAILWAY
 TE1277'STATION AT BRINSMADE, AT THE NORTHEAST CORNER OF SECTION 7, T 154 N, R
 TE1277'68 W, AT A ROAD INTERSECTION, 67 FEET SOUTHWEST OF THE CENTER OF THE
 TE1277'INTERSECTION, 53 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE1277'ROAD, 37 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND
 TE1277'5.2 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED C 191 1935 AND SET
 TE1277'IN THE TOP OF A CONCRETE POST.  NOTE-- USGS REPORT SITE IS NOW IN
 TE1277'DITCH FROM WHICH DIRT WAS REMOVED TO BUILD UP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1418 ***********************************************************************
 TE1418  DESIGNATION -  C 192
 TE1418  PID         -  TE1418
 TE1418  STATE/COUNTY-  ND/BENSON
 TE1418  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1418
 TE1418                         *CURRENT SURVEY CONTROL
 TE1418  ___________________________________________________________________
 TE1418* NAD 83(1986)-  48 18 42.     (N)    099 49 35.     (W)     SCALED    
 TE1418* NAVD 88     -       472.831  (meters)    1551.28   (feet)  ADJUSTED  
 TE1418  ___________________________________________________________________
 TE1418  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TE1418  DYNAMIC HT  -         472.920 (meters)    1551.57  (feet)  COMP
 TE1418  MODELED GRAV-     980,783.4   (mgal)                       NAVD 88
 TE1418
 TE1418  VERT ORDER  -  SECOND    CLASS 0
 TE1418
 TE1418.The horizontal coordinates were scaled from a topographic map and have
 TE1418.an estimated accuracy of +/- 6 seconds.
 TE1418
 TE1418.The orthometric height was determined by differential leveling
 TE1418.and adjusted by the National Geodetic Survey in June 1991..
 TE1418
 TE1418.The geoid height was determined by GEOID03.
 TE1418
 TE1418.The dynamic height is computed by dividing the NAVD 88
 TE1418.geopotential number by the normal gravity value computed on the
 TE1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1418.degrees latitude (g = 980.6199 gals.).
 TE1418
 TE1418.The modeled gravity was interpolated from observed gravity values.
 TE1418
 TE1418;                    North         East    Units  Estimated Accuracy
 TE1418;SPC ND N     -   146,050.      649,960.      MT  (+/- 180 meters Scaled)
 TE1418
 TE1418                          SUPERSEDED SURVEY CONTROL
 TE1418
 TE1418  NGVD 29 (??/??/92)  472.474  (m)         1550.11   (f) ADJ UNCH    2 0
 TE1418
 TE1418.Superseded values are not recommended for survey control.
 TE1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1418.See file dsdata.txt to determine how the superseded data were derived.
 TE1418
 TE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU387512(NAD 83)
 TE1418_MARKER: DB = BENCH MARK DISK
 TE1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1418_STAMPING: C 192 1935
 TE1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1418+STABILITY: SURFACE MOTION
 TE1418
 TE1418  HISTORY     - Date     Condition        Report By
 TE1418  HISTORY     - 1935     MONUMENTED       CGS
 TE1418
 TE1418                          STATION DESCRIPTION
 TE1418
 TE1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1418'4.8 MI SW FROM PLEASANT LAKE.
 TE1418'1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE1418'PLEASANT LAKE, BENSON COUNTY, 3.7 MILES SOUTH ALONG A DIRT ROAD.  AT
 TE1418'THE SOUTHEAST CORNER OF SECTION 19, T 156 N, R 71 W, AT BROKEN BONE
 TE1418'DIST. NO. 3 SCHOOL, 44.7 FEET NORTH OF THE NORTHEAST CORNER OF THE
 TE1418'SCHOOLHOUSE, 51 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 28.8
 TE1418'FEET WEST OF THE SOUTHEAST CORNER OF A FIELD FENCE, AND 1.3 FEET SOUTH
 TE1418'OF THE EAST-AND-WEST BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED C
 TE1418'192 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1288 ***********************************************************************
 TE1288  DESIGNATION -  C 194
 TE1288  PID         -  TE1288
 TE1288  STATE/COUNTY-  ND/BENSON
 TE1288  USGS QUAD   -  HARLOW SW (1958)
 TE1288
 TE1288                         *CURRENT SURVEY CONTROL
 TE1288  ___________________________________________________________________
 TE1288* NAD 83(1986)-  48 03 54.     (N)    099 39 06.     (W)     SCALED    
 TE1288* NAVD 88     -       494.248  (meters)    1621.55   (feet)  ADJUSTED  
 TE1288  ___________________________________________________________________
 TE1288  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 TE1288  DYNAMIC HT  -         494.329 (meters)    1621.81  (feet)  COMP
 TE1288  MODELED GRAV-     980,760.0   (mgal)                       NAVD 88
 TE1288
 TE1288  VERT ORDER  -  SECOND    CLASS 0
 TE1288
 TE1288.The horizontal coordinates were scaled from a topographic map and have
 TE1288.an estimated accuracy of +/- 6 seconds.
 TE1288
 TE1288.The orthometric height was determined by differential leveling
 TE1288.and adjusted by the National Geodetic Survey in June 1991..
 TE1288
 TE1288.The geoid height was determined by GEOID03.
 TE1288
 TE1288.The dynamic height is computed by dividing the NAVD 88
 TE1288.geopotential number by the normal gravity value computed on the
 TE1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1288.degrees latitude (g = 980.6199 gals.).
 TE1288
 TE1288.The modeled gravity was interpolated from observed gravity values.
 TE1288
 TE1288;                    North         East    Units  Estimated Accuracy
 TE1288;SPC ND N     -   118,760.      663,220.      MT  (+/- 180 meters Scaled)
 TE1288
 TE1288                          SUPERSEDED SURVEY CONTROL
 TE1288
 TE1288  NGVD 29 (??/??/92)  493.876  (m)         1620.32   (f) ADJ UNCH    2 0
 TE1288
 TE1288.Superseded values are not recommended for survey control.
 TE1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1288.See file dsdata.txt to determine how the superseded data were derived.
 TE1288
 TE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU514237(NAD 83)
 TE1288_MARKER: DB = BENCH MARK DISK
 TE1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1288_STAMPING: C 194 1935
 TE1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1288+STABILITY: SURFACE MOTION
 TE1288
 TE1288  HISTORY     - Date     Condition        Report By
 TE1288  HISTORY     - 1935     MONUMENTED       CGS
 TE1288  HISTORY     - 1960     GOOD             NGS
 TE1288
 TE1288                          STATION DESCRIPTION
 TE1288
 TE1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TE1288'13.1 MI SW FROM HARLOW.
 TE1288'7.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM HARLOW, BENSON COUNTY, 6.1
 TE1288'MILES WEST ALONG STATE HIGHWAY 19, AT THE CORNER COMMON TO SECTIONS
 TE1288'15, 16, 21 AND 22, T 153 N, R 70 W, 425 FEET EAST OF THE INTERSECTION
 TE1288'OF A SECTION-LINE ROAD, AT ISABEL DIST. NO. 23 SCHOOL, IN THE
 TE1288'SCHOOLYARD, 225 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE,
 TE1288'75.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 46.6 FEET EAST OF
 TE1288'THE SOUTHEAST CORNER OF THE TEACHERS RESIDENCE, 40.3 FEET NORTH OF THE
 TE1288'SOUTHEAST CORNER OF THE SCHOOLYARD FENCE, AND 1.5 FEET WEST OF THE
 TE1288'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED C 194 1935 AND SET IN
 TE1288'THE TOP OF A CONCRETE POST.  NOTE-- THE NEW HIGHWAY RIGHT-OF-WAY WAS
 TE1288'MOVED TO SOUTH TO MISS THE SCHOOL BUILDINGS AT ISABEL. THE MARK IS 34
 TE1288'FEET NORTH OF THE NORTH RIGHT-OF-WAY OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0696 ***********************************************************************
 TE0696  DESIGNATION -  C 2
 TE0696  PID         -  TE0696
 TE0696  STATE/COUNTY-  ND/RAMSEY
 TE0696  USGS QUAD   -  DEVILS LAKE (1994)
 TE0696
 TE0696                         *CURRENT SURVEY CONTROL
 TE0696  ___________________________________________________________________
 TE0696* NAD 83(1986)-  48 06 36.     (N)    098 51 41.     (W)     SCALED    
 TE0696* NAVD 88     -       448.020  (meters)    1469.88   (feet)  ADJUSTED  
 TE0696  ___________________________________________________________________
 TE0696  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE0696  DYNAMIC HT  -         448.099 (meters)    1470.14  (feet)  COMP
 TE0696  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TE0696
 TE0696  VERT ORDER  -  FIRST     CLASS II
 TE0696
 TE0696.The horizontal coordinates were scaled from a topographic map and have
 TE0696.an estimated accuracy of +/- 6 seconds.
 TE0696
 TE0696.The orthometric height was determined by differential leveling
 TE0696.and adjusted by the National Geodetic Survey in June 1991..
 TE0696
 TE0696.The geoid height was determined by GEOID03.
 TE0696
 TE0696.The dynamic height is computed by dividing the NAVD 88
 TE0696.geopotential number by the normal gravity value computed on the
 TE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0696.degrees latitude (g = 980.6199 gals.).
 TE0696
 TE0696.The modeled gravity was interpolated from observed gravity values.
 TE0696
 TE0696;                    North         East    Units  Estimated Accuracy
 TE0696;SPC ND N     -   124,710.      722,010.      MT  (+/- 180 meters Scaled)
 TE0696
 TE0696                          SUPERSEDED SURVEY CONTROL
 TE0696
 TE0696  NGVD 29 (??/??/92)  447.650  (m)         1468.66   (f) ADJ UNCH    1 2
 TE0696
 TE0696.Superseded values are not recommended for survey control.
 TE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0696.See file dsdata.txt to determine how the superseded data were derived.
 TE0696
 TE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU103285(NAD 83)
 TE0696_MARKER: B = BOLT
 TE0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0696_SP_SET: BUILDING
 TE0696_MARK LOGO: CGS   
 TE0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0696
 TE0696  HISTORY     - Date     Condition        Report By
 TE0696  HISTORY     - UNK      MONUMENTED       CGS
 TE0696  HISTORY     - 1963     GOOD             NGS
 TE0696  HISTORY     - 1982     GOOD             NGS
 TE0696
 TE0696                          STATION DESCRIPTION
 TE0696
 TE0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0696'IN DEVILS LAKE.
 TE0696'AT DEVILS LAKE, IN S 34, R 64 W, T 154 N, ALONG THE GREAT NORTHERN
 TE0696'RAILWAY, AT THE SOUTH END OF 4TH AVENUE, SET VERTICALLY IN THE
 TE0696'SOUTHWEST FACE OF THE WEST CORNER OF THE GREAT NORTHERN RAILWAY
 TE0696'STATION, 1.6 FEET SOUTHEAST OF THE WEST CORNER, 3.0 FEET ABOVE THE
 TE0696'BRICK PLATFORM TO THE STATION, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 TE0696'TRACK, A 1/4-INCH COPPER BOLT.
 TE0696
 TE0696                          STATION RECOVERY (1982)
 TE0696
 TE0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0696'RECOVERED THIS DATE, CHANGE GREAT NORTHERN TO BURLINGTON NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0620 ***********************************************************************
 SN0620  DESIGNATION -  C 2
 SN0620  PID         -  SN0620
 SN0620  STATE/COUNTY-  ND/MCLEAN
 SN0620  USGS QUAD   -  COLEHARBOR (1980)
 SN0620
 SN0620                         *CURRENT SURVEY CONTROL
 SN0620  ___________________________________________________________________
 SN0620* NAD 83(1986)-  47 30 08.     (N)    101 12 22.     (W)     SCALED    
 SN0620* NAVD 88     -       603.210  (meters)    1979.03   (feet)  ADJUSTED  
 SN0620  ___________________________________________________________________
 SN0620  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 SN0620  DYNAMIC HT  -         603.258 (meters)    1979.19  (feet)  COMP
 SN0620  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 SN0620
 SN0620  VERT ORDER  -  SECOND    CLASS 0
 SN0620
 SN0620.The horizontal coordinates were scaled from a topographic map and have
 SN0620.an estimated accuracy of +/- 6 seconds.
 SN0620
 SN0620.The orthometric height was determined by differential leveling
 SN0620.and adjusted by the National Geodetic Survey in June 1991..
 SN0620
 SN0620.The geoid height was determined by GEOID03.
 SN0620
 SN0620.The dynamic height is computed by dividing the NAVD 88
 SN0620.geopotential number by the normal gravity value computed on the
 SN0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0620.degrees latitude (g = 980.6199 gals.).
 SN0620
 SN0620.The modeled gravity was interpolated from observed gravity values.
 SN0620
 SN0620;                    North         East    Units  Estimated Accuracy
 SN0620;SPC ND N     -    56,080.      546,800.      MT  (+/- 180 meters Scaled)
 SN0620
 SN0620                          SUPERSEDED SURVEY CONTROL
 SN0620
 SN0620  NGVD 29 (??/??/92)  602.795  (m)         1977.67   (f) ADJ UNCH    2 0
 SN0620
 SN0620.Superseded values are not recommended for survey control.
 SN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0620.See file dsdata.txt to determine how the superseded data were derived.
 SN0620
 SN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT338633(NAD 83)
 SN0620_MARKER: DD = SURVEY DISK
 SN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0620+STABILITY: SURFACE MOTION
 SN0620
 SN0620  HISTORY     - Date     Condition        Report By
 SN0620  HISTORY     - UNK      MONUMENTED       USE
 SN0620  HISTORY     - 1946     GOOD             NGS
 SN0620  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0620
 SN0620                          STATION DESCRIPTION
 SN0620
 SN0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0620'5.2 MI NW FROM UNDERWOOD.
 SN0620'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0620'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0620'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 1.6 MILES
 SN0620'ALONG THE EAST ACCESS ROAD TO SITE OF MARK, BENCH MARK SI 100.0 FEET
 SN0620'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 30.0 FEET
 SN0620'EAST OF THE CENTER LINE OF A NORTHSOUTH ROAD, IN LINE WITH A ROW OF
 SN0620'POLES ON NORTH SIDE OF EAST ACCESS ROAD AND 2.0 FEET SOUTH OF A WHITE
 SN0620'2 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 SN0620'POST FLUSH WITH GROUND.
 SN0620
 SN0620                          STATION RECOVERY (1982)
 SN0620
 SN0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0247 ***********************************************************************
 SN0247  DESIGNATION -  C 2 B 1
 SN0247  PID         -  SN0247
 SN0247  STATE/COUNTY-  ND/MCLEAN
 SN0247  USGS QUAD   -  RUSO (1981)
 SN0247
 SN0247                         *CURRENT SURVEY CONTROL
 SN0247  ___________________________________________________________________
 SN0247* NAD 83(1986)-  47 45 07.     (N)    100 54 49.     (W)     SCALED    
 SN0247* NAVD 88     -       627.606  (meters)    2059.07   (feet)  ADJUSTED  
 SN0247  ___________________________________________________________________
 SN0247  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0247  DYNAMIC HT  -         627.666 (meters)    2059.27  (feet)  COMP
 SN0247  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 SN0247
 SN0247  VERT ORDER  -  SECOND    CLASS 0
 SN0247
 SN0247.The horizontal coordinates were scaled from a topographic map and have
 SN0247.an estimated accuracy of +/- 6 seconds.
 SN0247
 SN0247.The orthometric height was determined by differential leveling
 SN0247.and adjusted by the National Geodetic Survey in June 1991..
 SN0247
 SN0247.The geoid height was determined by GEOID03.
 SN0247
 SN0247.The dynamic height is computed by dividing the NAVD 88
 SN0247.geopotential number by the normal gravity value computed on the
 SN0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0247.degrees latitude (g = 980.6199 gals.).
 SN0247
 SN0247.The modeled gravity was interpolated from observed gravity values.
 SN0247
 SN0247;                    North         East    Units  Estimated Accuracy
 SN0247;SPC ND N     -    83,690.      568,990.      MT  (+/- 180 meters Scaled)
 SN0247
 SN0247                          SUPERSEDED SURVEY CONTROL
 SN0247
 SN0247  NGVD 29 (??/??/92)  627.20   (m)         2057.7    (f) COMPUTED    2 0
 SN0247
 SN0247.Superseded values are not recommended for survey control.
 SN0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0247.See file dsdata.txt to determine how the superseded data were derived.
 SN0247
 SN0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT565905(NAD 83)
 SN0247_MARKER: DZ = AZIMUTH MARK DISK
 SN0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0247_SP_SET: PEDESTAL
 SN0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0247
 SN0247  HISTORY     - Date     Condition        Report By
 SN0247  HISTORY     - UNK      MONUMENTED       DOD
 SN0247  HISTORY     - 1962     GOOD             NGS
 SN0247
 SN0247                          STATION DESCRIPTION
 SN0247
 SN0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0247'6.3 MI S FROM RUSO.
 SN0247'ABOUT 5.85 MILES SOUTH-SOUTHEAST ALONG STATES HIGHWAY 41 FROM THE
 SN0247'CROSSING OF THE SOO LINE RAILROAD AT RUSO, THENCE 0.45 MILE SOUTHWEST
 SN0247'ACROSS A PASTURE, 0.2 MILE WEST OF SITE C 2, ON THE EAST SLOPE OF A
 SN0247'HILL, A 11/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0246 ***********************************************************************
 SN0246  DESIGNATION -  C 2 B 2
 SN0246  PID         -  SN0246
 SN0246  STATE/COUNTY-  ND/MCLEAN
 SN0246  USGS QUAD   -  RUSO (1981)
 SN0246
 SN0246                         *CURRENT SURVEY CONTROL
 SN0246  ___________________________________________________________________
 SN0246* NAD 83(1986)-  47 45 25.     (N)    100 54 34.     (W)     SCALED    
 SN0246* NAVD 88     -       611.937  (meters)    2007.66   (feet)  ADJUSTED  
 SN0246  ___________________________________________________________________
 SN0246  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SN0246  DYNAMIC HT  -         611.995 (meters)    2007.85  (feet)  COMP
 SN0246  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SN0246
 SN0246  VERT ORDER  -  SECOND    CLASS 0
 SN0246
 SN0246.The horizontal coordinates were scaled from a topographic map and have
 SN0246.an estimated accuracy of +/- 6 seconds.
 SN0246
 SN0246.The orthometric height was determined by differential leveling
 SN0246.and adjusted by the National Geodetic Survey in June 1991..
 SN0246
 SN0246.The geoid height was determined by GEOID03.
 SN0246
 SN0246.The dynamic height is computed by dividing the NAVD 88
 SN0246.geopotential number by the normal gravity value computed on the
 SN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0246.degrees latitude (g = 980.6199 gals.).
 SN0246
 SN0246.The modeled gravity was interpolated from observed gravity values.
 SN0246
 SN0246;                    North         East    Units  Estimated Accuracy
 SN0246;SPC ND N     -    84,240.      569,300.      MT  (+/- 180 meters Scaled)
 SN0246
 SN0246                          SUPERSEDED SURVEY CONTROL
 SN0246
 SN0246  NGVD 29 (??/??/92)  611.53   (m)         2006.3    (f) COMPUTED    2 0
 SN0246
 SN0246.Superseded values are not recommended for survey control.
 SN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0246.See file dsdata.txt to determine how the superseded data were derived.
 SN0246
 SN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT568910(NAD 83)
 SN0246_MARKER: DZ = AZIMUTH MARK DISK
 SN0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0246_SP_SET: PEDESTAL
 SN0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0246
 SN0246  HISTORY     - Date     Condition        Report By
 SN0246  HISTORY     - UNK      MONUMENTED       DOD
 SN0246  HISTORY     - 1962     GOOD             NGS
 SN0246
 SN0246                          STATION DESCRIPTION
 SN0246
 SN0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0246'5.9 MI SE FROM RUSO.
 SN0246'ABOUT 5.85 MILES SOUTH-SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE
 SN0246'CROSSING OF THE SOO LINE RAILROAD AT RUSO, THENCE 0.05 MILE WEST ALONG
 SN0246'A TRACK ROAD, ON THE SOUTH SIDE OF A HILL, 90.0 FEET SOUTH OF THE
 SN0246'CENTERLINE OF A TRACK ROAD, 62.0 FEET NORTH-NORTHEAST OF A POWER POLE,
 SN0246'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0251 ***********************************************************************
 SN0251  DESIGNATION -  C 2 Z
 SN0251  PID         -  SN0251
 SN0251  STATE/COUNTY-  ND/MCLEAN
 SN0251  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0251
 SN0251                         *CURRENT SURVEY CONTROL
 SN0251  ___________________________________________________________________
 SN0251* NAD 83(1986)-  47 44 58.     (N)    100 55 03.     (W)     SCALED    
 SN0251* NAVD 88     -       631.529  (meters)    2071.94   (feet)  ADJUSTED  
 SN0251  ___________________________________________________________________
 SN0251  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN0251  DYNAMIC HT  -         631.590 (meters)    2072.14  (feet)  COMP
 SN0251  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 SN0251
 SN0251  VERT ORDER  -  SECOND    CLASS 0
 SN0251
 SN0251.The horizontal coordinates were scaled from a topographic map and have
 SN0251.an estimated accuracy of +/- 6 seconds.
 SN0251
 SN0251.The orthometric height was determined by differential leveling
 SN0251.and adjusted by the National Geodetic Survey in June 1991..
 SN0251
 SN0251.The geoid height was determined by GEOID03.
 SN0251
 SN0251.The dynamic height is computed by dividing the NAVD 88
 SN0251.geopotential number by the normal gravity value computed on the
 SN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0251.degrees latitude (g = 980.6199 gals.).
 SN0251
 SN0251.The modeled gravity was interpolated from observed gravity values.
 SN0251
 SN0251;                    North         East    Units  Estimated Accuracy
 SN0251;SPC ND N     -    83,410.      568,700.      MT  (+/- 180 meters Scaled)
 SN0251
 SN0251                          SUPERSEDED SURVEY CONTROL
 SN0251
 SN0251  NGVD 29 (??/??/92)  631.12   (m)         2070.6    (f) COMPUTED    2 0
 SN0251
 SN0251.Superseded values are not recommended for survey control.
 SN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0251.See file dsdata.txt to determine how the superseded data were derived.
 SN0251
 SN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT562902(NAD 83)
 SN0251_MARKER: DS = TRIANGULATION STATION DISK
 SN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0251_STAMPING: C 2 Z 1962
 SN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0251+STABILITY: SURFACE MOTION
 SN0251
 SN0251  HISTORY     - Date     Condition        Report By
 SN0251  HISTORY     - 1962     MONUMENTED       CGS
 SN0251
 SN0251                          STATION DESCRIPTION
 SN0251
 SN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0251'6.6 MI S FROM RUSO.
 SN0251'ABOUT 5.85 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0251'SOO LINE RAILROAD AT RUSO, THENCE 0.7 MILE SOUTHWEST ACROSS A PASTURE,
 SN0251'ON THE CREST OF A HILL, 32.4 FEET EAST OF R. M. 1, 27.0 FEET
 SN0251'SOUTH-SOUTHWEST OF R. M. 2, 4.0 FEET SOUTHEAST OF A WITNESS POST, AND
 SN0251'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0250 ***********************************************************************
 SN0250  DESIGNATION -  C 2 Z RM 1
 SN0250  PID         -  SN0250
 SN0250  STATE/COUNTY-  ND/MCLEAN
 SN0250  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0250
 SN0250                         *CURRENT SURVEY CONTROL
 SN0250  ___________________________________________________________________
 SN0250* NAD 83(1986)-  47 44 57.     (N)    100 55 01.     (W)     SCALED    
 SN0250* NAVD 88     -       631.022  (meters)    2070.28   (feet)  ADJUSTED  
 SN0250  ___________________________________________________________________
 SN0250  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN0250  DYNAMIC HT  -         631.083 (meters)    2070.48  (feet)  COMP
 SN0250  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 SN0250
 SN0250  VERT ORDER  -  SECOND    CLASS 0
 SN0250
 SN0250.The horizontal coordinates were scaled from a topographic map and have
 SN0250.an estimated accuracy of +/- 6 seconds.
 SN0250
 SN0250.The orthometric height was determined by differential leveling
 SN0250.and adjusted by the National Geodetic Survey in June 1991..
 SN0250
 SN0250.The geoid height was determined by GEOID03.
 SN0250
 SN0250.The dynamic height is computed by dividing the NAVD 88
 SN0250.geopotential number by the normal gravity value computed on the
 SN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0250.degrees latitude (g = 980.6199 gals.).
 SN0250
 SN0250.The modeled gravity was interpolated from observed gravity values.
 SN0250
 SN0250;                    North         East    Units  Estimated Accuracy
 SN0250;SPC ND N     -    83,380.      568,740.      MT  (+/- 180 meters Scaled)
 SN0250
 SN0250                          SUPERSEDED SURVEY CONTROL
 SN0250
 SN0250  NGVD 29 (??/??/92)  630.62   (m)         2069.0    (f) COMPUTED    2 0
 SN0250
 SN0250.Superseded values are not recommended for survey control.
 SN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0250.See file dsdata.txt to determine how the superseded data were derived.
 SN0250
 SN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT563902(NAD 83)
 SN0250_MARKER: DR = REFERENCE MARK DISK
 SN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0250_STAMPING: C 2 Z NO 1 1962
 SN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0250+STABILITY: SURFACE MOTION
 SN0250
 SN0250  HISTORY     - Date     Condition        Report By
 SN0250  HISTORY     - 1962     MONUMENTED       CGS
 SN0250
 SN0250                          STATION DESCRIPTION
 SN0250
 SN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0250'6.6 MI S FROM RUSO.
 SN0250'ABOUT 5.85 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0250'SOO LINE RAILROAD AT RUSO, THENCE 0.7 MILE SOUTHWEST ACROSS A PASTURE,
 SN0250'ON THE CREST OF A HILL, 47.0 FEET SOUTHWEST OF R. M. 2, 32.4 FEET WEST
 SN0250'OF THE STATION C 2 Z 1962, AND SET IN THE TOP OF A CONCRETE POST
 SN0250'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0249 ***********************************************************************
 SN0249  DESIGNATION -  C 2 Z RM 2
 SN0249  PID         -  SN0249
 SN0249  STATE/COUNTY-  ND/MCLEAN
 SN0249  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0249
 SN0249                         *CURRENT SURVEY CONTROL
 SN0249  ___________________________________________________________________
 SN0249* NAD 83(1986)-  47 44 57.     (N)    100 55 02.     (W)     SCALED    
 SN0249* NAVD 88     -       631.276  (meters)    2071.11   (feet)  ADJUSTED  
 SN0249  ___________________________________________________________________
 SN0249  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN0249  DYNAMIC HT  -         631.337 (meters)    2071.31  (feet)  COMP
 SN0249  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 SN0249
 SN0249  VERT ORDER  -  SECOND    CLASS 0
 SN0249
 SN0249.The horizontal coordinates were scaled from a topographic map and have
 SN0249.an estimated accuracy of +/- 6 seconds.
 SN0249
 SN0249.The orthometric height was determined by differential leveling
 SN0249.and adjusted by the National Geodetic Survey in June 1991..
 SN0249
 SN0249.The geoid height was determined by GEOID03.
 SN0249
 SN0249.The dynamic height is computed by dividing the NAVD 88
 SN0249.geopotential number by the normal gravity value computed on the
 SN0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0249.degrees latitude (g = 980.6199 gals.).
 SN0249
 SN0249.The modeled gravity was interpolated from observed gravity values.
 SN0249
 SN0249;                    North         East    Units  Estimated Accuracy
 SN0249;SPC ND N     -    83,380.      568,720.      MT  (+/- 180 meters Scaled)
 SN0249
 SN0249                          SUPERSEDED SURVEY CONTROL
 SN0249
 SN0249  NGVD 29 (??/??/92)  630.87   (m)         2069.8    (f) COMPUTED    2 0
 SN0249
 SN0249.Superseded values are not recommended for survey control.
 SN0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0249.See file dsdata.txt to determine how the superseded data were derived.
 SN0249
 SN0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT562902(NAD 83)
 SN0249_MARKER: DR = REFERENCE MARK DISK
 SN0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0249_STAMPING: C 2 Z NO 2 1962
 SN0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0249+STABILITY: SURFACE MOTION
 SN0249
 SN0249  HISTORY     - Date     Condition        Report By
 SN0249  HISTORY     - 1962     MONUMENTED       CGS
 SN0249
 SN0249                          STATION DESCRIPTION
 SN0249
 SN0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0249'6.6 MI S FROM RUSO.
 SN0249'ABOUT 5.85 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0249'SOO LINE RAILROAD AT RUSO, THENCE 0.7 MILE SOUTHWEST ACROSS A PASTURE,
 SN0249'ON THE CREST OF A HILL, 47.0 FEET NORTHEAST OF R. M. 1, 27.0 FEET
 SN0249'NORTH-NORTHEAST OF THE STATION C 2 Z 1962, AND SET IN THE TOP OF A
 SN0249'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0186 ***********************************************************************
 RS0186  DESIGNATION -  C 20
 RS0186  PID         -  RS0186
 RS0186  STATE/COUNTY-  ND/SLOPE
 RS0186  USGS QUAD   -  AMIDON (1973)
 RS0186
 RS0186                         *CURRENT SURVEY CONTROL
 RS0186  ___________________________________________________________________
 RS0186* NAD 83(1986)-  46 28 57.     (N)    103 16 44.     (W)     SCALED    
 RS0186* NAVD 88     -       869.051  (meters)    2851.21   (feet)  ADJUSTED  
 RS0186  ___________________________________________________________________
 RS0186  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RS0186  DYNAMIC HT  -         868.985 (meters)    2850.99  (feet)  COMP
 RS0186  MODELED GRAV-     980,509.3   (mgal)                       NAVD 88
 RS0186
 RS0186  VERT ORDER  -  FIRST     CLASS II
 RS0186
 RS0186.The horizontal coordinates were scaled from a topographic map and have
 RS0186.an estimated accuracy of +/- 6 seconds.
 RS0186
 RS0186.The orthometric height was determined by differential leveling
 RS0186.and adjusted by the National Geodetic Survey in June 1991..
 RS0186
 RS0186.The geoid height was determined by GEOID03.
 RS0186
 RS0186.The dynamic height is computed by dividing the NAVD 88
 RS0186.geopotential number by the normal gravity value computed on the
 RS0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0186.degrees latitude (g = 980.6199 gals.).
 RS0186
 RS0186.The modeled gravity was interpolated from observed gravity values.
 RS0186
 RS0186;                    North         East    Units  Estimated Accuracy
 RS0186;SPC ND S     -    94,460.      386,670.      MT  (+/- 180 meters Scaled)
 RS0186
 RS0186                          SUPERSEDED SURVEY CONTROL
 RS0186
 RS0186  NGVD 29 (??/??/92)  868.526  (m)         2849.49   (f) ADJ UNCH    1 2
 RS0186
 RS0186.Superseded values are not recommended for survey control.
 RS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0186.See file dsdata.txt to determine how the superseded data were derived.
 RS0186
 RS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM321490(NAD 83)
 RS0186_MARKER: DB = BENCH MARK DISK
 RS0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0186_STAMPING: C-20 1934
 RS0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0186+STABILITY: SURFACE MOTION
 RS0186
 RS0186  HISTORY     - Date     Condition        Report By
 RS0186  HISTORY     - 1934     MONUMENTED       CGS
 RS0186
 RS0186                          STATION DESCRIPTION
 RS0186
 RS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0186'1.9 MI E FROM AMIDON.
 RS0186'1.9 MILES E OF AND ALONG U. S. HWY NO.85.  70FT. N OF CENTER OF
 RS0186'HIGHWAY. 34FT. N OF R/W FENCE. 112 YARDS SE OF FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0187 ***********************************************************************
 RS0187  DESIGNATION -  C 20 RESET
 RS0187  PID         -  RS0187
 RS0187  STATE/COUNTY-  ND/SLOPE
 RS0187  USGS QUAD   -  AMIDON (1973)
 RS0187
 RS0187                         *CURRENT SURVEY CONTROL
 RS0187  ___________________________________________________________________
 RS0187* NAD 83(1986)-  46 28 57.     (N)    103 16 44.     (W)     SCALED    
 RS0187* NAVD 88     -       868.95   (+/-2cm)    2850.9    (feet)  VERTCON   
 RS0187  ___________________________________________________________________
 RS0187  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 RS0187
 RS0187  VERT ORDER  -  THIRD (See Below)
 RS0187
 RS0187.The horizontal coordinates were scaled from a topographic map and have
 RS0187.an estimated accuracy of +/- 6 seconds.
 RS0187
 RS0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0187.The vertical order pertains to the NGVD 29 superseded value.
 RS0187
 RS0187.The geoid height was determined by GEOID03.
 RS0187
 RS0187;                    North         East    Units  Estimated Accuracy
 RS0187;SPC ND S     -    94,460.      386,670.      MT  (+/- 180 meters Scaled)
 RS0187
 RS0187                          SUPERSEDED SURVEY CONTROL
 RS0187
 RS0187  NGVD 29 (11/04/04)  868.42   (m)         2849.1    (f) RESET       3  
 RS0187
 RS0187.Superseded values are not recommended for survey control.
 RS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0187.See file dsdata.txt to determine how the superseded data were derived.
 RS0187
 RS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM321490(NAD 83)
 RS0187_MARKER: DB = BENCH MARK DISK
 RS0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0187_STAMPING: C 20 RESET 1963
 RS0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0187+STABILITY: SURFACE MOTION
 RS0187
 RS0187  HISTORY     - Date     Condition        Report By
 RS0187  HISTORY     - 1963     MONUMENTED       CGS
 RS0187  HISTORY     - 1968     GOOD             DOD
 RS0187
 RS0187                          STATION DESCRIPTION
 RS0187
 RS0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RS0187'2.1 MI E FROM AMIDON.
 RS0187'2.1 MILES EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE IN AMIDON,
 RS0187'SLOPE COUNTY, ABOUT 100 YARDS EAST OF A CROSSROAD, ABOUT 100 YARDS
 RS0187'SOUTH-SOUTHEAST OF A FARMHOSUE, 99 FEET NORTH OF THE CENTERLINE OF THE
 RS0187'HIGHWAY, 3 FEET SOUTHEAST OF A POWERLINE POLE, 2 FEET EAST OF A METAL
 RS0187'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RS0187'INCHES ABOVE THE GROUND.
 RS0187
 RS0187                          STATION RECOVERY (1968)
 RS0187
 RS0187'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0424 ***********************************************************************
 SM0424  DESIGNATION -  C 201
 SM0424  PID         -  SM0424
 SM0424  STATE/COUNTY-  ND/GRIGGS
 SM0424  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0424
 SM0424                         *CURRENT SURVEY CONTROL
 SM0424  ___________________________________________________________________
 SM0424* NAD 83(1986)-  47 26 31.     (N)    098 14 36.     (W)     SCALED    
 SM0424* NAVD 88     -       442.253  (meters)    1450.96   (feet)  ADJUSTED  
 SM0424  ___________________________________________________________________
 SM0424  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 SM0424  DYNAMIC HT  -         442.309 (meters)    1451.14  (feet)  COMP
 SM0424  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SM0424
 SM0424  VERT ORDER  -  SECOND    CLASS 0
 SM0424
 SM0424.The horizontal coordinates were scaled from a topographic map and have
 SM0424.an estimated accuracy of +/- 6 seconds.
 SM0424
 SM0424.The orthometric height was determined by differential leveling
 SM0424.and adjusted by the National Geodetic Survey in June 1991..
 SM0424
 SM0424.The geoid height was determined by GEOID03.
 SM0424
 SM0424.The dynamic height is computed by dividing the NAVD 88
 SM0424.geopotential number by the normal gravity value computed on the
 SM0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0424.degrees latitude (g = 980.6199 gals.).
 SM0424
 SM0424.The modeled gravity was interpolated from observed gravity values.
 SM0424
 SM0424;                    North         East    Units  Estimated Accuracy
 SM0424;SPC ND N     -    51,630.      770,190.      MT  (+/- 180 meters Scaled)
 SM0424
 SM0424                          SUPERSEDED SURVEY CONTROL
 SM0424
 SM0424  NGVD 29 (??/??/92)  441.914  (m)         1449.85   (f) ADJ UNCH    2 0
 SM0424
 SM0424.Superseded values are not recommended for survey control.
 SM0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0424.See file dsdata.txt to determine how the superseded data were derived.
 SM0424
 SM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT570545(NAD 83)
 SM0424_MARKER: DB = BENCH MARK DISK
 SM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0424_STAMPING: C-201 1935
 SM0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0424+STABILITY: SURFACE MOTION
 SM0424
 SM0424  HISTORY     - Date     Condition        Report By
 SM0424  HISTORY     - 1935     MONUMENTED       CGS
 SM0424  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0424
 SM0424                          STATION DESCRIPTION
 SM0424
 SM0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0424'5.4 MI W FROM COOPERSTOWN.
 SM0424'5.4 MILES WEST OF, ALONG ST. HWY. NO. 7, FROM NORTHERN PACIFIC RY
 SM0424'STATION.  T 146 N, R 59 W.  SEC. 30.  AT INTERSECTION OF ROAD BETWEEN
 SM0424'T 146 N, R 59 W, AND 60 W, AND ST. HWY. NO. 7.  ABOUT 150 FEET
 SM0424'SOUTHWEST OF SOUTH END OF CONCRETE PIPE UNDER ST. HWY. NO. 7.  72.2
 SM0424'FEET SOUTH OF CENTERLINE OF JCT. OF ST. HWY. NO. 7 AND ROAD RUNNING
 SM0424'BETWEEN R 59 W, AND 60 W.  25.7 FEET SOUTH OF NORTHWEST CORNER OF
 SM0424'FIELD FENCE.  1 FT. WEST OF NORTH-SOUTH FENCE.  TABLET SET IN PRECAST
 SM0424'CONCRETE POST.
 SM0424
 SM0424                          STATION RECOVERY (1963)
 SM0424
 SM0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0425 ***********************************************************************
 SM0425  DESIGNATION -  C 201 RESET
 SM0425  PID         -  SM0425
 SM0425  STATE/COUNTY-  ND/GRIGGS
 SM0425  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0425
 SM0425                         *CURRENT SURVEY CONTROL
 SM0425  ___________________________________________________________________
 SM0425* NAD 83(1986)-  47 26 31.     (N)    098 14 36.     (W)     SCALED    
 SM0425* NAVD 88     -       442.261  (meters)    1450.98   (feet)  ADJUSTED  
 SM0425  ___________________________________________________________________
 SM0425  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 SM0425  DYNAMIC HT  -         442.316 (meters)    1451.17  (feet)  COMP
 SM0425  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SM0425
 SM0425  VERT ORDER  -  SECOND    CLASS 0
 SM0425
 SM0425.The horizontal coordinates were scaled from a topographic map and have
 SM0425.an estimated accuracy of +/- 6 seconds.
 SM0425
 SM0425.The orthometric height was determined by differential leveling
 SM0425.and adjusted by the National Geodetic Survey in June 1991..
 SM0425
 SM0425.The geoid height was determined by GEOID03.
 SM0425
 SM0425.The dynamic height is computed by dividing the NAVD 88
 SM0425.geopotential number by the normal gravity value computed on the
 SM0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0425.degrees latitude (g = 980.6199 gals.).
 SM0425
 SM0425.The modeled gravity was interpolated from observed gravity values.
 SM0425
 SM0425;                    North         East    Units  Estimated Accuracy
 SM0425;SPC ND N     -    51,630.      770,190.      MT  (+/- 180 meters Scaled)
 SM0425
 SM0425                          SUPERSEDED SURVEY CONTROL
 SM0425
 SM0425  NGVD 29 (??/??/92)  441.912  (m)         1449.84   (f) ADJ UNCH    2 0
 SM0425
 SM0425.Superseded values are not recommended for survey control.
 SM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0425.See file dsdata.txt to determine how the superseded data were derived.
 SM0425
 SM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT570545(NAD 83)
 SM0425_MARKER: DB = BENCH MARK DISK
 SM0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0425_STAMPING: C 201 RESET 1961
 SM0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0425+STABILITY: SURFACE MOTION
 SM0425
 SM0425  HISTORY     - Date     Condition        Report By
 SM0425  HISTORY     - 1961     MONUMENTED       CGS
 SM0425  HISTORY     - 1963     GOOD             NGS
 SM0425
 SM0425                          STATION DESCRIPTION
 SM0425
 SM0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0425'5.5 MI W FROM COOPERSTOWN.
 SM0425'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0425'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0425'THENCE 4.6 MILES WEST ALONG STATE HIGHWAY 7 AND 1, IN SECTION 30, T
 SM0425'146 N, R 59 W, AT A JUNCTION OF THE HIGHWAY AND A ROAD LEADING NORTH,
 SM0425'100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 79 FEET EAST OF A
 SM0425'POWER POLE, 11 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 FOOT
 SM0425'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0425'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0189 ***********************************************************************
 SM0189  DESIGNATION -  C 202
 SM0189  PID         -  SM0189
 SM0189  STATE/COUNTY-  ND/GRIGGS
 SM0189  USGS QUAD   -  BINFORD (1961)
 SM0189
 SM0189                         *CURRENT SURVEY CONTROL
 SM0189  ___________________________________________________________________
 SM0189* NAD 83(1986)-  47 33 29.     (N)    098 16 17.     (W)     SCALED    
 SM0189* NAVD 88     -       441.372  (meters)    1448.07   (feet)  ADJUSTED  
 SM0189  ___________________________________________________________________
 SM0189  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 SM0189  DYNAMIC HT  -         441.437 (meters)    1448.28  (feet)  COMP
 SM0189  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 SM0189
 SM0189  VERT ORDER  -  SECOND    CLASS 0
 SM0189
 SM0189.The horizontal coordinates were scaled from a topographic map and have
 SM0189.an estimated accuracy of +/- 6 seconds.
 SM0189
 SM0189.The orthometric height was determined by differential leveling
 SM0189.and adjusted by the National Geodetic Survey in June 1991..
 SM0189
 SM0189.The geoid height was determined by GEOID03.
 SM0189
 SM0189.The dynamic height is computed by dividing the NAVD 88
 SM0189.geopotential number by the normal gravity value computed on the
 SM0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0189.degrees latitude (g = 980.6199 gals.).
 SM0189
 SM0189.The modeled gravity was interpolated from observed gravity values.
 SM0189
 SM0189;                    North         East    Units  Estimated Accuracy
 SM0189;SPC ND N     -    64,470.      767,700.      MT  (+/- 180 meters Scaled)
 SM0189
 SM0189                          SUPERSEDED SURVEY CONTROL
 SM0189
 SM0189  NGVD 29 (??/??/92)  441.031  (m)         1446.95   (f) ADJ UNCH    2 0
 SM0189
 SM0189.Superseded values are not recommended for survey control.
 SM0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0189.See file dsdata.txt to determine how the superseded data were derived.
 SM0189
 SM0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT548674(NAD 83)
 SM0189_MARKER: DB = BENCH MARK DISK
 SM0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0189_STAMPING: C 202 1935
 SM0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0189+STABILITY: SURFACE MOTION
 SM0189
 SM0189  HISTORY     - Date     Condition        Report By
 SM0189  HISTORY     - 1935     MONUMENTED       CGS
 SM0189  HISTORY     - 1963     GOOD             NGS
 SM0189
 SM0189                          STATION DESCRIPTION
 SM0189
 SM0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0189'3.7 MI E FROM BINFORD.
 SM0189'ABOUT 3.7 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0189'RAILWAY STATION AT BINFORD, IN SECTION 14, T 147 N, R 60 W, 91 FEET
 SM0189'SOUTH OF THE CENTER LINE OF THE ROAD, 89 FEET NORTHEAST OF THE
 SM0189'NORTHEAST CORNER OF AN OLD GRAINERY, 47 FEET SOUTH OF A FENCE, 47.5
 SM0189'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 SM0189'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0569 ***********************************************************************
 SM0569  DESIGNATION -  C 206
 SM0569  PID         -  SM0569
 SM0569  STATE/COUNTY-  ND/FOSTER
 SM0569  USGS QUAD   -  ARROWWOOD LAKE (1951)
 SM0569
 SM0569                         *CURRENT SURVEY CONTROL
 SM0569  ___________________________________________________________________
 SM0569* NAD 83(1986)-  47 21 20.     (N)    098 50 26.     (W)     SCALED    
 SM0569* NAVD 88     -       472.855  (meters)    1551.36   (feet)  ADJUSTED  
 SM0569  ___________________________________________________________________
 SM0569  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SM0569  DYNAMIC HT  -         472.904 (meters)    1551.52  (feet)  COMP
 SM0569  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 SM0569
 SM0569  VERT ORDER  -  SECOND    CLASS 0
 SM0569
 SM0569.The horizontal coordinates were scaled from a topographic map and have
 SM0569.an estimated accuracy of +/- 6 seconds.
 SM0569
 SM0569.The orthometric height was determined by differential leveling
 SM0569.and adjusted by the National Geodetic Survey in June 1991..
 SM0569
 SM0569.The geoid height was determined by GEOID03.
 SM0569
 SM0569.The dynamic height is computed by dividing the NAVD 88
 SM0569.geopotential number by the normal gravity value computed on the
 SM0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0569.degrees latitude (g = 980.6199 gals.).
 SM0569
 SM0569.The modeled gravity was interpolated from observed gravity values.
 SM0569
 SM0569;                    North         East    Units  Estimated Accuracy
 SM0569;SPC ND N     -    40,880.      725,360.      MT  (+/- 180 meters Scaled)
 SM0569
 SM0569                          SUPERSEDED SURVEY CONTROL
 SM0569
 SM0569  NGVD 29 (??/??/92)  472.482  (m)         1550.13   (f) ADJ UNCH    2 0
 SM0569
 SM0569.Superseded values are not recommended for survey control.
 SM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0569.See file dsdata.txt to determine how the superseded data were derived.
 SM0569
 SM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT120446(NAD 83)
 SM0569_MARKER: DB = BENCH MARK DISK
 SM0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0569_STAMPING: C-206 1935
 SM0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0569+STABILITY: SURFACE MOTION
 SM0569
 SM0569  HISTORY     - Date     Condition        Report By
 SM0569  HISTORY     - 1935     MONUMENTED       CGS
 SM0569
 SM0569                          STATION DESCRIPTION
 SM0569
 SM0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0569'8.0 MI SE FROM BORDULAC.
 SM0569'2 MILES SOUTH OF, THENCE 6 MILES EAST OF, ALONG SECTION ROAD, FROM
 SM0569'BORDULAC HIGH SCHOOL R 64 W, T 146 N, SEC. 28, AT CORNER OF SECTIONS
 SM0569'28, 29, 21, 20.  SET IN NORTHWEST CORNER OF SEC. 29.  OWNED BY E. A.
 SM0569'ROACH.  ABOUT 0.5 MILE EAST OF MINN. ST. PAUL AND S. STE. MARIE R. R.
 SM0569'CROSSING.  4.5 FEET EAST OF NORTHWEST CORNER OF FIELD FENCE.  1.5 FT.
 SM0569'SOUTH OF EAST-WEST FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0475 ***********************************************************************
 SM0475  DESIGNATION -  C 207
 SM0475  PID         -  SM0475
 SM0475  STATE/COUNTY-  ND/BARNES
 SM0475  USGS QUAD   -  LEAL (1961)
 SM0475
 SM0475                         *CURRENT SURVEY CONTROL
 SM0475  ___________________________________________________________________
 SM0475* NAD 83(1986)-  47 05 45.     (N)    098 17 53.     (W)     SCALED    
 SM0475* NAVD 88     -       442.879  (meters)    1453.01   (feet)  ADJUSTED  
 SM0475  ___________________________________________________________________
 SM0475  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 SM0475  DYNAMIC HT  -         442.907 (meters)    1453.10  (feet)  COMP
 SM0475  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 SM0475
 SM0475  VERT ORDER  -  SECOND    CLASS 0
 SM0475
 SM0475.The horizontal coordinates were scaled from a topographic map and have
 SM0475.an estimated accuracy of +/- 6 seconds.
 SM0475
 SM0475.The orthometric height was determined by differential leveling
 SM0475.and adjusted by the National Geodetic Survey in June 1991..
 SM0475
 SM0475.The geoid height was determined by GEOID03.
 SM0475
 SM0475.The dynamic height is computed by dividing the NAVD 88
 SM0475.geopotential number by the normal gravity value computed on the
 SM0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0475.degrees latitude (g = 980.6199 gals.).
 SM0475
 SM0475.The modeled gravity was interpolated from observed gravity values.
 SM0475
 SM0475;                    North         East    Units  Estimated Accuracy
 SM0475;SPC ND S     -   161,210.      767,140.      MT  (+/- 180 meters Scaled)
 SM0475
 SM0475                          SUPERSEDED SURVEY CONTROL
 SM0475
 SM0475  NGVD 29 (??/??/92)  442.514  (m)         1451.81   (f) ADJ UNCH    2 0
 SM0475
 SM0475.Superseded values are not recommended for survey control.
 SM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0475.See file dsdata.txt to determine how the superseded data were derived.
 SM0475
 SM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT532160(NAD 83)
 SM0475_MARKER: DB = BENCH MARK DISK
 SM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0475_STAMPING: C 207 1935
 SM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0475+STABILITY: SURFACE MOTION
 SM0475
 SM0475  HISTORY     - Date     Condition        Report By
 SM0475  HISTORY     - 1935     MONUMENTED       CGS
 SM0475  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0475
 SM0475                          STATION DESCRIPTION
 SM0475
 SM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0475'6.3 MI NW FROM ROGERS.
 SM0475'1.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0475'ROGERS, BARNES COUNTY, 4.7 MILES WEST ALONG STATE HIGHWAY 9.  AT THE
 SM0475'SOUTHWEST CORNER OF SECTION 21, T. 142 N., R. 60 W., 450 FEET WEST OF
 SM0475'THE N. D. NELSON FARMHOUSE, AT A ROAD INTERSECTION, 44.5 FEET
 SM0475'NORTHEAST OF THE CENTER OF THE INTERSECTION, 38.9 FEET NORTH OF THE
 SM0475'CENTERLINE OF THE HIGHWAY, 8.6 FEET NORTH OF THE SOUTHWEST CORNER OF A
 SM0475'FENCE, AND 1.4 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 SM0475'DISK, STAMPED C 207 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0463 ***********************************************************************
 SM0463  DESIGNATION -  C 208
 SM0463  PID         -  SM0463
 SM0463  STATE/COUNTY-  ND/BARNES
 SM0463  USGS QUAD   -  LEAL (1961)
 SM0463
 SM0463                         *CURRENT SURVEY CONTROL
 SM0463  ___________________________________________________________________
 SM0463* NAD 83(1986)-  47 01 44.     (N)    098 20 24.     (W)     SCALED    
 SM0463* NAVD 88     -       439.360  (meters)    1441.47   (feet)  ADJUSTED  
 SM0463  ___________________________________________________________________
 SM0463  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0463  DYNAMIC HT  -         439.385 (meters)    1441.55  (feet)  COMP
 SM0463  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 SM0463
 SM0463  VERT ORDER  -  SECOND    CLASS 0
 SM0463
 SM0463.The horizontal coordinates were scaled from a topographic map and have
 SM0463.an estimated accuracy of +/- 6 seconds.
 SM0463
 SM0463.The orthometric height was determined by differential leveling
 SM0463.and adjusted by the National Geodetic Survey in June 1991..
 SM0463
 SM0463.The geoid height was determined by GEOID03.
 SM0463
 SM0463.The dynamic height is computed by dividing the NAVD 88
 SM0463.geopotential number by the normal gravity value computed on the
 SM0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0463.degrees latitude (g = 980.6199 gals.).
 SM0463
 SM0463.The modeled gravity was interpolated from observed gravity values.
 SM0463
 SM0463;                    North         East    Units  Estimated Accuracy
 SM0463;SPC ND S     -   153,680.      764,160.      MT  (+/- 180 meters Scaled)
 SM0463
 SM0463                          SUPERSEDED SURVEY CONTROL
 SM0463
 SM0463  NGVD 29 (??/??/92)  438.987  (m)         1440.24   (f) ADJ UNCH    2 0
 SM0463
 SM0463.Superseded values are not recommended for survey control.
 SM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0463.See file dsdata.txt to determine how the superseded data were derived.
 SM0463
 SM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT501085(NAD 83)
 SM0463_MARKER: DB = BENCH MARK DISK
 SM0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0463_STAMPING: C 208 1935
 SM0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0463+STABILITY: SURFACE MOTION
 SM0463
 SM0463  HISTORY     - Date     Condition        Report By
 SM0463  HISTORY     - 1935     MONUMENTED       CGS
 SM0463  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0463
 SM0463                          STATION DESCRIPTION
 SM0463
 SM0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0463'6.2 MI SSW FROM LEAL.
 SM0463'4.6 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE BANK OF LEAL AT
 SM0463'LEAL, BARNES COUNTY, THENCE 1.0 MILE WEST AND 0.6 MILE SOUTH ALONG
 SM0463'SECTION-LINE ROADS.  IN SECTION 18, T. 141 N., R. 60 W., 400 FEET WEST
 SM0463'OF THE MRS. MARTHA LANG FARMHOUSE, 40.6 FEET EAST OF THE CENTER LINE
 SM0463'OF THE ROAD, 8.7 FEET EAST OF THE SOUTHWEST CORNER OF A FENCE, AND 1.1
 SM0463'FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED C 208
 SM0463'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0126 ***********************************************************************
 RS0126  DESIGNATION -  C 21
 RS0126  PID         -  RS0126
 RS0126  STATE/COUNTY-  ND/STARK
 RS0126  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0126
 RS0126                         *CURRENT SURVEY CONTROL
 RS0126  ___________________________________________________________________
 RS0126* NAD 83(1986)-  46 50 22.     (N)    102 47 25.     (W)     SCALED    
 RS0126* NAVD 88     -       748.014  (meters)    2454.11   (feet)  ADJUSTED  
 RS0126  ___________________________________________________________________
 RS0126  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 RS0126  DYNAMIC HT  -         748.009 (meters)    2454.09  (feet)  COMP
 RS0126  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 RS0126
 RS0126  VERT ORDER  -  FIRST     CLASS II
 RS0126
 RS0126.The horizontal coordinates were scaled from a topographic map and have
 RS0126.an estimated accuracy of +/- 6 seconds.
 RS0126
 RS0126.The orthometric height was determined by differential leveling
 RS0126.and adjusted by the National Geodetic Survey in June 1991..
 RS0126
 RS0126.The geoid height was determined by GEOID03.
 RS0126
 RS0126.The dynamic height is computed by dividing the NAVD 88
 RS0126.geopotential number by the normal gravity value computed on the
 RS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0126.degrees latitude (g = 980.6199 gals.).
 RS0126
 RS0126.The modeled gravity was interpolated from observed gravity values.
 RS0126
 RS0126;                    North         East    Units  Estimated Accuracy
 RS0126;SPC ND S     -   132,910.      425,330.      MT  (+/- 180 meters Scaled)
 RS0126
 RS0126                          SUPERSEDED SURVEY CONTROL
 RS0126
 RS0126  NGVD 29 (??/??/92)  747.478  (m)         2452.35   (f) ADJ UNCH    1 2
 RS0126
 RS0126.Superseded values are not recommended for survey control.
 RS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0126.See file dsdata.txt to determine how the superseded data were derived.
 RS0126
 RS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM684896(NAD 83)
 RS0126_MARKER: DB = BENCH MARK DISK
 RS0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0126_STAMPING: C 21 1934
 RS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0126+STABILITY: SURFACE MOTION
 RS0126
 RS0126  HISTORY     - Date     Condition        Report By
 RS0126  HISTORY     - 1934     MONUMENTED       CGS
 RS0126  HISTORY     - 1953     GOOD             NGS
 RS0126
 RS0126                          STATION DESCRIPTION
 RS0126
 RS0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RS0126'2.9 MI S FROM DICKINSON.
 RS0126'2.9 MILES SOUTH ALONG STATE HIGHWAY 22 FROM DICKINSON, STARK COUNTY,
 RS0126'65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT A FENCE CORNER, 27
 RS0126'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTH OF THE
 RS0126'EAST-AND-WEST SIDE FENCE.  A STANDARD DISK, STAMPED C 21 1934 AND SET
 RS0126'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0366 ***********************************************************************
 RS0366  DESIGNATION -  C 21 RESET
 RS0366  PID         -  RS0366
 RS0366  STATE/COUNTY-  ND/STARK
 RS0366  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0366
 RS0366                         *CURRENT SURVEY CONTROL
 RS0366  ___________________________________________________________________
 RS0366* NAD 83(1986)-  46 50 22.     (N)    102 47 25.     (W)     SCALED    
 RS0366* NAVD 88     -       747.98   (meters)    2454.0    (feet)  RESET     
 RS0366  ___________________________________________________________________
 RS0366  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 RS0366
 RS0366  VERT ORDER  -  THIRD
 RS0366
 RS0366.The horizontal coordinates were scaled from a topographic map and have
 RS0366.an estimated accuracy of +/- 6 seconds.
 RS0366
 RS0366.The orthometric height was computed from unverified reset data.
 RS0366.No vertical observational check was made to the station.
 RS0366
 RS0366.The geoid height was determined by GEOID03.
 RS0366
 RS0366;                    North         East    Units  Estimated Accuracy
 RS0366;SPC ND S     -   132,910.      425,330.      MT  (+/- 180 meters Scaled)
 RS0366
 RS0366                          SUPERSEDED SURVEY CONTROL
 RS0366
 RS0366  NGVD 29 (11/04/04)  747.45   (m)         2452.3    (f) RESET       3  
 RS0366
 RS0366.Superseded values are not recommended for survey control.
 RS0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0366.See file dsdata.txt to determine how the superseded data were derived.
 RS0366
 RS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM684896(NAD 83)
 RS0366_MARKER: DB = BENCH MARK DISK
 RS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0366_STAMPING: C 21 RESET 1978
 RS0366_PROJECTION: FLUSH
 RS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0366+STABILITY: SURFACE MOTION
 RS0366
 RS0366  HISTORY     - Date     Condition        Report By
 RS0366  HISTORY     - 1978     MONUMENTED       NGS
 RS0366
 RS0366                          STATION DESCRIPTION
 RS0366
 RS0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 RS0366'2.9 MI SOUTH FROM DICKINSON.
 RS0366'2.9 MILES SOUTH ALONG STATE HIGHWAY 22, FROM RAILROAD OVERPASS IN
 RS0366'DICKINSON, 99 FEET WEST OF CENTER OF STATE HIGHWAY 22, 54 FEET SOUTH
 RS0366'OF CENTER OF FIELD DRIVE, AND 9 FEET NORTH OF TELEPHONE JUNCTION BOX.
 RS0366'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0252 ***********************************************************************
 RQ0252  DESIGNATION -  C 210
 RQ0252  PID         -  RQ0252
 RQ0252  STATE/COUNTY-  ND/STUTSMAN
 RQ0252  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0252
 RQ0252                         *CURRENT SURVEY CONTROL
 RQ0252  ___________________________________________________________________
 RQ0252* NAD 83(1986)-  46 53 56.     (N)    098 52 59.     (W)     SCALED    
 RQ0252* NAVD 88     -       476.256  (meters)    1562.52   (feet)  ADJUSTED  
 RQ0252  ___________________________________________________________________
 RQ0252  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 RQ0252  DYNAMIC HT  -         476.273 (meters)    1562.57  (feet)  COMP
 RQ0252  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RQ0252
 RQ0252  VERT ORDER  -  SECOND    CLASS 0
 RQ0252
 RQ0252.The horizontal coordinates were scaled from a topographic map and have
 RQ0252.an estimated accuracy of +/- 6 seconds.
 RQ0252
 RQ0252.The orthometric height was determined by differential leveling
 RQ0252.and adjusted by the National Geodetic Survey in June 1991..
 RQ0252
 RQ0252.The geoid height was determined by GEOID03.
 RQ0252
 RQ0252.The dynamic height is computed by dividing the NAVD 88
 RQ0252.geopotential number by the normal gravity value computed on the
 RQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0252.degrees latitude (g = 980.6199 gals.).
 RQ0252
 RQ0252.The modeled gravity was interpolated from observed gravity values.
 RQ0252
 RQ0252;                    North         East    Units  Estimated Accuracy
 RQ0252;SPC ND S     -   138,240.      723,190.      MT  (+/- 180 meters Scaled)
 RQ0252
 RQ0252                          SUPERSEDED SURVEY CONTROL
 RQ0252
 RQ0252  NGVD 29 (??/??/92)  475.857  (m)         1561.21   (f) ADJ UNCH    2 0
 RQ0252
 RQ0252.Superseded values are not recommended for survey control.
 RQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0252.See file dsdata.txt to determine how the superseded data were derived.
 RQ0252
 RQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS089939(NAD 83)
 RQ0252_MARKER: DB = BENCH MARK DISK
 RQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0252_STAMPING: C 210 1935
 RQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0252+STABILITY: SURFACE MOTION
 RQ0252
 RQ0252  HISTORY     - Date     Condition        Report By
 RQ0252  HISTORY     - 1935     MONUMENTED       CGS
 RQ0252  HISTORY     - 1960     GOOD             NGS
 RQ0252  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0252
 RQ0252                          STATION DESCRIPTION
 RQ0252
 RQ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0252'1.5 MI W FROM ELDRIDGE.
 RQ0252'1.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0252'ELDRIDGE, STUTSMAN COUNTY, AT THE SOUTHEAST CORNER OF SECTION 34, T
 RQ0252'140 N, R 65 W, 85 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 RQ0252'55.2 FEET NORTH OF THE CENTERLINE OF THE TRACK, 18.9 FEET EAST OF A
 RQ0252'TELEPHONE POLE, AND 1.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 RQ0252'STANDARD DISK, STAMPED C 210 1935 AND SET IN THE TOP OF A CONCRETE
 RQ0252'POST.  NOTE-- NEAR THE CENTER OF THE EAST SIDE OF SEC. 33, T. 140 N.,
 RQ0252'R. 65 W., AT AN ABANDONED ROAD CROSSING AND 18 FEET EAST OF THE FIRST
 RQ0252'POLE TO NORTHEAST OF OLD CROSSING.
 RQ0252
 RQ0252                          STATION RECOVERY (1982)
 RQ0252
 RQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0252'NOT RECOVERED THIS DATE.  INACCESSIBLE SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0288 ***********************************************************************
 RR0288  DESIGNATION -  C 212
 RR0288  PID         -  RR0288
 RR0288  STATE/COUNTY-  ND/BURLEIGH
 RR0288  USGS QUAD   -  MENOKEN SW (1976)
 RR0288
 RR0288                         *CURRENT SURVEY CONTROL
 RR0288  ___________________________________________________________________
 RR0288* NAD 83(1986)-  46 49 29.     (N)    100 44 23.     (W)     SCALED    
 RR0288* NAVD 88     -       512.423  (meters)    1681.17   (feet)  ADJUSTED  
 RR0288  ___________________________________________________________________
 RR0288  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RR0288  DYNAMIC HT  -         512.430 (meters)    1681.20  (feet)  COMP
 RR0288  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RR0288
 RR0288  VERT ORDER  -  FIRST     CLASS II
 RR0288
 RR0288.The horizontal coordinates were scaled from a topographic map and have
 RR0288.an estimated accuracy of +/- 6 seconds.
 RR0288
 RR0288.The orthometric height was determined by differential leveling
 RR0288.and adjusted by the National Geodetic Survey in June 1991..
 RR0288
 RR0288.The geoid height was determined by GEOID03.
 RR0288
 RR0288.The dynamic height is computed by dividing the NAVD 88
 RR0288.geopotential number by the normal gravity value computed on the
 RR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0288.degrees latitude (g = 980.6199 gals.).
 RR0288
 RR0288.The modeled gravity was interpolated from observed gravity values.
 RR0288
 RR0288;                    North         East    Units  Estimated Accuracy
 RR0288;SPC ND S     -   128,750.      581,710.      MT  (+/- 180 meters Scaled)
 RR0288
 RR0288                          SUPERSEDED SURVEY CONTROL
 RR0288
 RR0288  NGVD 29 (??/??/92)  512.003  (m)         1679.80   (f) ADJ UNCH    1 2
 RR0288
 RR0288.Superseded values are not recommended for survey control.
 RR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0288.See file dsdata.txt to determine how the superseded data were derived.
 RR0288
 RR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS673871(NAD 83)
 RR0288_MARKER: DB = BENCH MARK DISK
 RR0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0288_STAMPING: C 212 1962
 RR0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0288+STABILITY: SURFACE MOTION
 RR0288
 RR0288  HISTORY     - Date     Condition        Report By
 RR0288  HISTORY     - 1962     MONUMENTED       CGS
 RR0288
 RR0288                          STATION DESCRIPTION
 RR0288
 RR0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0288'3.3 MI NE FROM BISMARCK.
 RR0288'ABOUT 3.3 MILE NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0288'STATION AT BISMARCK, 4 POLES SOUTHEAST OF MILEPOST 557, 45.8 FEET WEST
 RR0288'OF THE WEST RAIL, 19 FEET WEST OF THE 4TH POLE SOUTHEAST OF THE
 RR0288'MILEPOST, 1.7 FEET EAST OF A FENCE LINE, 1.3 FEET SOUTH OF A WITNESS
 RR0288'POST, 3 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 RR0288'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0138 ***********************************************************************
 SN0138  DESIGNATION -  C 213
 SN0138  PID         -  SN0138
 SN0138  STATE/COUNTY-  ND/MCLEAN
 SN0138  USGS QUAD   -  SANGER (1966)
 SN0138
 SN0138                         *CURRENT SURVEY CONTROL
 SN0138  ___________________________________________________________________
 SN0138* NAD 83(1986)-  47 14 32.     (N)    100 55 19.     (W)     SCALED    
 SN0138* NAVD 88     -       525.809  (meters)    1725.09   (feet)  ADJUSTED  
 SN0138  ___________________________________________________________________
 SN0138  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 SN0138  DYNAMIC HT  -         525.834 (meters)    1725.17  (feet)  COMP
 SN0138  MODELED GRAV-     980,644.5   (mgal)                       NAVD 88
 SN0138
 SN0138  VERT ORDER  -  FIRST     CLASS II
 SN0138
 SN0138.The horizontal coordinates were scaled from a topographic map and have
 SN0138.an estimated accuracy of +/- 6 seconds.
 SN0138
 SN0138.The orthometric height was determined by differential leveling
 SN0138.and adjusted by the National Geodetic Survey in June 1991..
 SN0138
 SN0138.The geoid height was determined by GEOID03.
 SN0138
 SN0138.The dynamic height is computed by dividing the NAVD 88
 SN0138.geopotential number by the normal gravity value computed on the
 SN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0138.degrees latitude (g = 980.6199 gals.).
 SN0138
 SN0138.The modeled gravity was interpolated from observed gravity values.
 SN0138
 SN0138;                    North         East    Units  Estimated Accuracy
 SN0138;SPC ND N     -    27,020.      568,050.      MT  (+/- 180 meters Scaled)
 SN0138
 SN0138                          SUPERSEDED SURVEY CONTROL
 SN0138
 SN0138  NGVD 29 (??/??/92)  525.391  (m)         1723.72   (f) ADJ UNCH    1 2
 SN0138
 SN0138.Superseded values are not recommended for survey control.
 SN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0138.See file dsdata.txt to determine how the superseded data were derived.
 SN0138
 SN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT545338(NAD 83)
 SN0138_MARKER: DB = BENCH MARK DISK
 SN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0138_STAMPING: C 213 1962
 SN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0138+STABILITY: SURFACE MOTION
 SN0138
 SN0138  HISTORY     - Date     Condition        Report By
 SN0138  HISTORY     - 1962     MONUMENTED       CGS
 SN0138  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0138
 SN0138                          STATION DESCRIPTION
 SN0138
 SN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0138'6.2 MI SE FROM WASHBURN.
 SN0138'ABOUT 6.2 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0138'AT WASHBURN, AT MILEPOLE NO 522, 85 FEET NORTHWEST AND ACROSS THE
 SN0138'TRACK FROM THE MILEPOLE, 37 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH
 SN0138'OF A TELEPHONE POLE, ABOUT 2 FEET HIGHER THAN THE TRACK, A DISK IN THE
 SN0138'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, 1.8 FEET EAST OF A WITNESS
 SN0138'POST.
 SN0138
 SN0138                          STATION RECOVERY (1982)
 SN0138
 SN0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0523 ***********************************************************************
 SN0523  DESIGNATION -  C 214
 SN0523  PID         -  SN0523
 SN0523  STATE/COUNTY-  ND/MCLEAN
 SN0523  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0523
 SN0523                         *CURRENT SURVEY CONTROL
 SN0523  ___________________________________________________________________
 SN0523* NAD 83(1986)-  47 37 22.     (N)    101 17 37.     (W)     SCALED    
 SN0523* NAVD 88     -       571.846  (meters)    1876.13   (feet)  ADJUSTED  
 SN0523  ___________________________________________________________________
 SN0523  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 SN0523  DYNAMIC HT  -         571.895 (meters)    1876.29  (feet)  COMP
 SN0523  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 SN0523
 SN0523  VERT ORDER  -  FIRST     CLASS II
 SN0523
 SN0523.The horizontal coordinates were scaled from a topographic map and have
 SN0523.an estimated accuracy of +/- 6 seconds.
 SN0523
 SN0523.The orthometric height was determined by differential leveling
 SN0523.and adjusted by the National Geodetic Survey in June 1991..
 SN0523
 SN0523.The geoid height was determined by GEOID03.
 SN0523
 SN0523.The dynamic height is computed by dividing the NAVD 88
 SN0523.geopotential number by the normal gravity value computed on the
 SN0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0523.degrees latitude (g = 980.6199 gals.).
 SN0523
 SN0523.The modeled gravity was interpolated from observed gravity values.
 SN0523
 SN0523;                    North         East    Units  Estimated Accuracy
 SN0523;SPC ND N     -    69,550.      540,350.      MT  (+/- 180 meters Scaled)
 SN0523
 SN0523                          SUPERSEDED SURVEY CONTROL
 SN0523
 SN0523  NGVD 29 (??/??/92)  571.440  (m)         1874.80   (f) ADJ UNCH    1 2
 SN0523
 SN0523.Superseded values are not recommended for survey control.
 SN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0523.See file dsdata.txt to determine how the superseded data were derived.
 SN0523
 SN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT276769(NAD 83)
 SN0523_MARKER: DB = BENCH MARK DISK
 SN0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0523_STAMPING: C 214 1962
 SN0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0523+STABILITY: SURFACE MOTION
 SN0523
 SN0523  HISTORY     - Date     Condition        Report By
 SN0523  HISTORY     - 1962     MONUMENTED       CGS
 SN0523  HISTORY     - 1962     GOOD             NGS
 SN0523  HISTORY     - 1982     GOOD             NGS
 SN0523
 SN0523                          STATION DESCRIPTION
 SN0523
 SN0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0523'7.5 MI NW FROM COLEHARBOR.
 SN0523'ABOUT 7.5 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0523'AT COLEHARBOR, 0.1 MILE WEST OF A ROAD CROSSING, AT MILEPOLE 488, 39
 SN0523'FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF THE MILEPOLE, 1.8 FEET
 SN0523'WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, A CONCRETE
 SN0523'POST WITH DISK IN THE TOP, PROJECTING 0.5 FOOT.  NOTE-- ABOUT 6.8 MILE
 SN0523'SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT GARRISON.
 SN0523
 SN0523                          STATION RECOVERY (1962)
 SN0523
 SN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0523'RECOVERED IN GOOD CONDITION.
 SN0523
 SN0523                          STATION RECOVERY (1982)
 SN0523
 SN0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1011 ***********************************************************************
 SN1011  DESIGNATION -  C 215
 SN1011  PID         -  SN1011
 SN1011  STATE/COUNTY-  ND/WARD
 SN1011  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1011
 SN1011                         *CURRENT SURVEY CONTROL
 SN1011  ___________________________________________________________________
 SN1011* NAD 83(1986)-  47 51 45.     (N)    101 30 58.     (W)     SCALED    
 SN1011* NAVD 88     -       625.005  (meters)    2050.54   (feet)  ADJUSTED  
 SN1011  ___________________________________________________________________
 SN1011  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SN1011  DYNAMIC HT  -         625.079 (meters)    2050.78  (feet)  COMP
 SN1011  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 SN1011
 SN1011  VERT ORDER  -  SECOND    CLASS 0
 SN1011
 SN1011.The horizontal coordinates were scaled from a topographic map and have
 SN1011.an estimated accuracy of +/- 6 seconds.
 SN1011
 SN1011.The orthometric height was determined by differential leveling
 SN1011.and adjusted by the National Geodetic Survey in June 1991..
 SN1011
 SN1011.The geoid height was determined by GEOID03.
 SN1011
 SN1011.The dynamic height is computed by dividing the NAVD 88
 SN1011.geopotential number by the normal gravity value computed on the
 SN1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1011.degrees latitude (g = 980.6199 gals.).
 SN1011
 SN1011.The modeled gravity was interpolated from observed gravity values.
 SN1011
 SN1011;                    North         East    Units  Estimated Accuracy
 SN1011;SPC ND N     -    96,400.      523,980.      MT  (+/- 180 meters Scaled)
 SN1011
 SN1011                          SUPERSEDED SURVEY CONTROL
 SN1011
 SN1011  NGVD 29 (??/??/92)  624.602  (m)         2049.22   (f) ADJ UNCH    2 0
 SN1011
 SN1011.Superseded values are not recommended for survey control.
 SN1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1011.See file dsdata.txt to determine how the superseded data were derived.
 SN1011
 SN1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU118040(NAD 83)
 SN1011_MARKER: DB = BENCH MARK DISK
 SN1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1011_STAMPING: C 215 1962
 SN1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1011+STABILITY: SURFACE MOTION
 SN1011
 SN1011  HISTORY     - Date     Condition        Report By
 SN1011  HISTORY     - 1962     MONUMENTED       CGS
 SN1011
 SN1011                          STATION DESCRIPTION
 SN1011
 SN1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1011'0.6 MI NW FROM DOUGLAS.
 SN1011'0.6 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1011'DOUGLAS, 14 POLES NORTHWEST OF MILEPOLE 478, AT A ROAD CROSSING, 87.5
 SN1011'FEET SOUTH OF THE CENTERLINE OF THE ROAD CROSSING, 71.5 FEET SOUTHWEST
 SN1011'OF THE SOUTHWEST RAIL, 2.5 FEET NORTHEAST OF A POWER POLE, 44.5 FEET
 SN1011'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET WEST OF A WITNESS
 SN1011'POST, ABOUT LEVEL WITH THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN1011'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1052 ***********************************************************************
 SN1052  DESIGNATION -  C 216
 SN1052  PID         -  SN1052
 SN1052  STATE/COUNTY-  ND/MOUNTRAIL
 SN1052  USGS QUAD   -  WABEK (1980)
 SN1052
 SN1052                         *CURRENT SURVEY CONTROL
 SN1052  ___________________________________________________________________
 SN1052* NAD 83(1986)-  47 58 19.     (N)    101 58 45.     (W)     SCALED    
 SN1052* NAVD 88     -       618.267  (meters)    2028.43   (feet)  ADJUSTED  
 SN1052  ___________________________________________________________________
 SN1052  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 SN1052  DYNAMIC HT  -         618.354 (meters)    2028.72  (feet)  COMP
 SN1052  MODELED GRAV-     980,731.2   (mgal)                       NAVD 88
 SN1052
 SN1052  VERT ORDER  -  SECOND    CLASS 0
 SN1052
 SN1052.The horizontal coordinates were scaled from a topographic map and have
 SN1052.an estimated accuracy of +/- 6 seconds.
 SN1052
 SN1052.The orthometric height was determined by differential leveling
 SN1052.and adjusted by the National Geodetic Survey in June 1991..
 SN1052
 SN1052.The geoid height was determined by GEOID03.
 SN1052
 SN1052.The dynamic height is computed by dividing the NAVD 88
 SN1052.geopotential number by the normal gravity value computed on the
 SN1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1052.degrees latitude (g = 980.6199 gals.).
 SN1052
 SN1052.The modeled gravity was interpolated from observed gravity values.
 SN1052
 SN1052;                    North         East    Units  Estimated Accuracy
 SN1052;SPC ND N     -   109,120.      489,570.      MT  (+/- 180 meters Scaled)
 SN1052
 SN1052                          SUPERSEDED SURVEY CONTROL
 SN1052
 SN1052  NGVD 29 (??/??/92)  617.839  (m)         2027.03   (f) ADJ UNCH    2 0
 SN1052
 SN1052.Superseded values are not recommended for survey control.
 SN1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1052.See file dsdata.txt to determine how the superseded data were derived.
 SN1052
 SN1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU776174(NAD 83)
 SN1052_MARKER: DB = BENCH MARK DISK
 SN1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1052_STAMPING: C 216 1962
 SN1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1052+STABILITY: SURFACE MOTION
 SN1052
 SN1052  HISTORY     - Date     Condition        Report By
 SN1052  HISTORY     - 1962     MONUMENTED       CGS
 SN1052
 SN1052                          STATION DESCRIPTION
 SN1052
 SN1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1052'7.95 MI E FROM PARSHALL.
 SN1052'7.95 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1052'PARSHALL, AT A ROAD CROSSING, 100 FEET NORTHEAST OF THE CENTERLINE OF
 SN1052'THE CROSSING, 72.7 FEET NORTH OF THE NORTH RAIL, 68 FEET EAST OF THE
 SN1052'CENTERLINE OF A TRACK ROAD, 2 FEET NORTH OF A TELEPHONE POLE, 56.5
 SN1052'FEET SOUTHEAST OF A FENCE CORNER, 1.9 FEET WEST OF A WITNESS POST,
 SN1052'ABOUT 10 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN1052'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1075 ***********************************************************************
 TF1075  DESIGNATION -  C 217
 TF1075  PID         -  TF1075
 TF1075  STATE/COUNTY-  ND/WARD
 TF1075  USGS QUAD   -  MINOT (1979)
 TF1075
 TF1075                         *CURRENT SURVEY CONTROL
 TF1075  ___________________________________________________________________
 TF1075* NAD 83(1986)-  48 13 25.     (N)    101 17 46.     (W)     SCALED    
 TF1075* NAVD 88     -       525.546  (meters)    1724.23   (feet)  ADJUSTED  
 TF1075  ___________________________________________________________________
 TF1075  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF1075  DYNAMIC HT  -         525.632 (meters)    1724.51  (feet)  COMP
 TF1075  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 TF1075
 TF1075  VERT ORDER  -  FIRST     CLASS II
 TF1075
 TF1075.The horizontal coordinates were scaled from a topographic map and have
 TF1075.an estimated accuracy of +/- 6 seconds.
 TF1075
 TF1075.The orthometric height was determined by differential leveling
 TF1075.and adjusted by the National Geodetic Survey in June 1991..
 TF1075
 TF1075.The geoid height was determined by GEOID03.
 TF1075
 TF1075.The dynamic height is computed by dividing the NAVD 88
 TF1075.geopotential number by the normal gravity value computed on the
 TF1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1075.degrees latitude (g = 980.6199 gals.).
 TF1075
 TF1075.The modeled gravity was interpolated from observed gravity values.
 TF1075
 TF1075;                    North         East    Units  Estimated Accuracy
 TF1075;SPC ND N     -   136,350.      540,850.      MT  (+/- 180 meters Scaled)
 TF1075
 TF1075                          SUPERSEDED SURVEY CONTROL
 TF1075
 TF1075  NGVD 29 (??/??/92)  525.177  (m)         1723.02   (f) ADJ UNCH    1 2
 TF1075
 TF1075.Superseded values are not recommended for survey control.
 TF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1075.See file dsdata.txt to determine how the superseded data were derived.
 TF1075
 TF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU294437(NAD 83)
 TF1075_MARKER: DB = BENCH MARK DISK
 TF1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1075_SP_SET: FOUNDATION
 TF1075_STAMPING: C 217 1962
 TF1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1075
 TF1075  HISTORY     - Date     Condition        Report By
 TF1075  HISTORY     - 1962     MONUMENTED       CGS
 TF1075  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF1075
 TF1075                          STATION DESCRIPTION
 TF1075
 TF1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1075'IN MINOT.
 TF1075'0.5 MILE SOUTH ALONG SECOND STREET, WHICH IS U.S. HIGHWAY 83, FROM THE
 TF1075'POST OFFICE AT MINOT, AT THE JUNCTION OF SECOND STREET AND 13 AVENUE,
 TF1075'SET VERTICAL IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE STATE
 TF1075'HIGHWAY DEPARTMENT BUILDING, 5.7 FEET EAST OF THE SOUTHWEST CORNER OF
 TF1075'THE BUILDING, 1.5 FEET ABOVE THE GROUND, 0.5 OF A FOOT ABOVE THE
 TF1075'FOUNDATION, ABOUT LEVEL WITH 13TH AVENUE, ABOUT 6 FEET ABOVE THE
 TF1075'HIGHWAY.  A VERTICAL.  NOTE-- THE BUILDING IS PRESENTLY OWNED AND
 TF1075'OCCUPIED BY THE TOWNE AND COUNTRY CREDIT UNION.
 TF1075
 TF1075                          STATION RECOVERY (1982)
 TF1075
 TF1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1075'THERE IS A NEW BUILDING AT THIS LOCATION AND THE MARK WAS PROBABLY
 TF1075'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0565 ***********************************************************************
 SN0565  DESIGNATION -  C 218
 SN0565  PID         -  SN0565
 SN0565  STATE/COUNTY-  ND/MCLEAN
 SN0565  USGS QUAD   -  MAX (1980)
 SN0565
 SN0565                         *CURRENT SURVEY CONTROL
 SN0565  ___________________________________________________________________
 SN0565* NAD 83(1986)-  47 48 20.     (N)    101 18 40.     (W)     SCALED    
 SN0565* NAVD 88     -       631.615  (meters)    2072.22   (feet)  ADJUSTED  
 SN0565  ___________________________________________________________________
 SN0565  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN0565  DYNAMIC HT  -         631.678 (meters)    2072.43  (feet)  COMP
 SN0565  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 SN0565
 SN0565  VERT ORDER  -  FIRST     CLASS II
 SN0565
 SN0565.The horizontal coordinates were scaled from a topographic map and have
 SN0565.an estimated accuracy of +/- 6 seconds.
 SN0565
 SN0565.The orthometric height was determined by differential leveling
 SN0565.and adjusted by the National Geodetic Survey in June 1991..
 SN0565
 SN0565.The geoid height was determined by GEOID03.
 SN0565
 SN0565.The dynamic height is computed by dividing the NAVD 88
 SN0565.geopotential number by the normal gravity value computed on the
 SN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0565.degrees latitude (g = 980.6199 gals.).
 SN0565
 SN0565.The modeled gravity was interpolated from observed gravity values.
 SN0565
 SN0565;                    North         East    Units  Estimated Accuracy
 SN0565;SPC ND N     -    89,880.      539,250.      MT  (+/- 180 meters Scaled)
 SN0565
 SN0565                          SUPERSEDED SURVEY CONTROL
 SN0565
 SN0565  NGVD 29 (??/??/92)  631.213  (m)         2070.90   (f) ADJ UNCH    1 2
 SN0565
 SN0565.Superseded values are not recommended for survey control.
 SN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0565.See file dsdata.txt to determine how the superseded data were derived.
 SN0565
 SN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT269972(NAD 83)
 SN0565_MARKER: DB = BENCH MARK DISK
 SN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0565_STAMPING: C 218 1962
 SN0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0565+STABILITY: SURFACE MOTION
 SN0565
 SN0565  HISTORY     - Date     Condition        Report By
 SN0565  HISTORY     - 1962     MONUMENTED       CGS
 SN0565  HISTORY     - 1982     GOOD             NGS
 SN0565
 SN0565                          STATION DESCRIPTION
 SN0565
 SN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0565'1.5 MI SW FROM MAX.
 SN0565'ABOUT 1.5 MILE SOUTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0565'AT MAX, AT A DIRT ROAD CROSSING, AT THE 5TH TELEGRAPH POLE SOUTH OF
 SN0565'MILE POST NO 468, 61.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 SN0565'CROSSING, 49.7 FEET WEST OF THE WEST RAIL, 39 FEET NORTH OF THE
 SN0565'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A POWER POLE, 1.8 FEET SOUTH
 SN0565'OF A WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK, A DISK IN THE TIP OF
 SN0565'A CONCRETE POST PROJECTING 0.4 FOOT.
 SN0565
 SN0565                          STATION RECOVERY (1982)
 SN0565
 SN0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0205 ***********************************************************************
 SN0205  DESIGNATION -  C 219
 SN0205  PID         -  SN0205
 SN0205  STATE/COUNTY-  ND/MCLEAN
 SN0205  USGS QUAD   -  KIEF (1958)
 SN0205
 SN0205                         *CURRENT SURVEY CONTROL
 SN0205  ___________________________________________________________________
 SN0205* NAD 83(1986)-  47 49 41.     (N)    100 36 41.     (W)     SCALED    
 SN0205* NAVD 88     -       514.056  (meters)    1686.53   (feet)  ADJUSTED  
 SN0205  ___________________________________________________________________
 SN0205  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN0205  DYNAMIC HT  -         514.111 (meters)    1686.71  (feet)  COMP
 SN0205  MODELED GRAV-     980,703.3   (mgal)                       NAVD 88
 SN0205
 SN0205  VERT ORDER  -  SECOND    CLASS 0
 SN0205
 SN0205.The horizontal coordinates were scaled from a topographic map and have
 SN0205.an estimated accuracy of +/- 6 seconds.
 SN0205
 SN0205.The orthometric height was determined by differential leveling
 SN0205.and adjusted by the National Geodetic Survey in June 1991..
 SN0205
 SN0205.The geoid height was determined by GEOID03.
 SN0205
 SN0205.The dynamic height is computed by dividing the NAVD 88
 SN0205.geopotential number by the normal gravity value computed on the
 SN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0205.degrees latitude (g = 980.6199 gals.).
 SN0205
 SN0205.The modeled gravity was interpolated from observed gravity values.
 SN0205
 SN0205;                    North         East    Units  Estimated Accuracy
 SN0205;SPC ND N     -    92,070.      591,660.      MT  (+/- 180 meters Scaled)
 SN0205
 SN0205                          SUPERSEDED SURVEY CONTROL
 SN0205
 SN0205  NGVD 29 (??/??/92)  513.659  (m)         1685.23   (f) ADJ UNCH    2 0
 SN0205
 SN0205.Superseded values are not recommended for survey control.
 SN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0205.See file dsdata.txt to determine how the superseded data were derived.
 SN0205
 SN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT794984(NAD 83)
 SN0205_MARKER: DB = BENCH MARK DISK
 SN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0205_STAMPING: C 219 1962
 SN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0205+STABILITY: SURFACE MOTION
 SN0205
 SN0205  HISTORY     - Date     Condition        Report By
 SN0205  HISTORY     - 1962     MONUMENTED       CGS
 SN0205
 SN0205                          STATION DESCRIPTION
 SN0205
 SN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0205'2.9 MI E FROM BUTTE.
 SN0205'ABOUT 2.9 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0205'RAILROAD FROM THE STATION AT BUTTE, ABOUT 0.4 MILE WEST OF MILEPOLE
 SN0205'432, AT A FARM ROAD CROSSING, 52 FEET NORTHWEST OF THE CENTERLINE OF
 SN0205'THE CROSSING, 43.3 FEET NORTH OF THE NORTH RAIL, 28 FEET WEST OF THE
 SN0205'CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF A FENCE LINE, 1.8 FEET EAST
 SN0205'OF A WITNESS POST, 2 FEET ABOVE THE TRACK, A DISK IN THE TOP OF A
 SN0205'CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0205'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0352 ***********************************************************************
 RR0352  DESIGNATION -  C 22
 RR0352  PID         -  RR0352
 RR0352  STATE/COUNTY-  ND/GRANT
 RR0352  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0352
 RR0352                         *CURRENT SURVEY CONTROL
 RR0352  ___________________________________________________________________
 RR0352* NAD 83(1986)-  46 22 43.     (N)    101 17 58.     (W)     SCALED    
 RR0352* NAVD 88     -       632.666  (meters)    2075.67   (feet)  ADJUSTED  
 RR0352  ___________________________________________________________________
 RR0352  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 RR0352  DYNAMIC HT  -         632.645 (meters)    2075.60  (feet)  COMP
 RR0352  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 RR0352
 RR0352  VERT ORDER  -  FIRST     CLASS II
 RR0352
 RR0352.The horizontal coordinates were scaled from a topographic map and have
 RR0352.an estimated accuracy of +/- 6 seconds.
 RR0352
 RR0352.The orthometric height was determined by differential leveling
 RR0352.and adjusted by the National Geodetic Survey in June 1991..
 RR0352
 RR0352.The geoid height was determined by GEOID03.
 RR0352
 RR0352.The dynamic height is computed by dividing the NAVD 88
 RR0352.geopotential number by the normal gravity value computed on the
 RR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0352.degrees latitude (g = 980.6199 gals.).
 RR0352
 RR0352.The modeled gravity was interpolated from observed gravity values.
 RR0352
 RR0352;                    North         East    Units  Estimated Accuracy
 RR0352;SPC ND S     -    79,450.      538,500.      MT  (+/- 180 meters Scaled)
 RR0352
 RR0352                          SUPERSEDED SURVEY CONTROL
 RR0352
 RR0352  NGVD 29 (??/??/92)  632.18   (m)         2074.1    (f) COMPUTED    1 2
 RR0352
 RR0352.Superseded values are not recommended for survey control.
 RR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0352.See file dsdata.txt to determine how the superseded data were derived.
 RR0352
 RR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS231386(NAD 83)
 RR0352_MARKER: DB = BENCH MARK DISK
 RR0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0352_STAMPING: C-22 1933
 RR0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0352+STABILITY: SURFACE MOTION
 RR0352
 RR0352  HISTORY     - Date     Condition        Report By
 RR0352  HISTORY     - 1933     MONUMENTED       CGS
 RR0352  HISTORY     - 1956     GOOD             NGS
 RR0352
 RR0352                          STATION DESCRIPTION
 RR0352
 RR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0352'2.0 MI N FROM RALEIGH.
 RR0352'2.0 MILES NORTH OF, ALONG STATE HIGHWAY NO. 31.  4.4 MILES SOUTH OF
 RR0352'JUNCTION OF HIGHWAYS NOS 21 AND 31, 87 FEET WEST OF CENTER OF HIGHWAY.
 RR0352
 RR0352                          STATION RECOVERY (1956)
 RR0352
 RR0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0353 ***********************************************************************
 RR0353  DESIGNATION -  C 22 RESET
 RR0353  PID         -  RR0353
 RR0353  STATE/COUNTY-  ND/GRANT
 RR0353  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0353
 RR0353                         *CURRENT SURVEY CONTROL
 RR0353  ___________________________________________________________________
 RR0353* NAD 83(1986)-  46 22 43.     (N)    101 17 58.     (W)     SCALED    
 RR0353* NAVD 88     -       632.928  (meters)    2076.53   (feet)  ADJUSTED  
 RR0353  ___________________________________________________________________
 RR0353  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 RR0353  DYNAMIC HT  -         632.907 (meters)    2076.46  (feet)  COMP
 RR0353  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 RR0353
 RR0353  VERT ORDER  -  FIRST     CLASS II
 RR0353
 RR0353.The horizontal coordinates were scaled from a topographic map and have
 RR0353.an estimated accuracy of +/- 6 seconds.
 RR0353
 RR0353.The orthometric height was determined by differential leveling
 RR0353.and adjusted by the National Geodetic Survey in June 1991..
 RR0353
 RR0353.The geoid height was determined by GEOID03.
 RR0353
 RR0353.The dynamic height is computed by dividing the NAVD 88
 RR0353.geopotential number by the normal gravity value computed on the
 RR0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0353.degrees latitude (g = 980.6199 gals.).
 RR0353
 RR0353.The modeled gravity was interpolated from observed gravity values.
 RR0353
 RR0353;                    North         East    Units  Estimated Accuracy
 RR0353;SPC ND S     -    79,450.      538,500.      MT  (+/- 180 meters Scaled)
 RR0353
 RR0353                          SUPERSEDED SURVEY CONTROL
 RR0353
 RR0353.No superseded survey control is available for this station.
 RR0353
 RR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS231386(NAD 83)
 RR0353_MARKER: DB = BENCH MARK DISK
 RR0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0353_SP_SET: CONCRETE POST
 RR0353_STAMPING: C 22 RESET 1957
 RR0353_MARK LOGO: CGS   
 RR0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0353+STABILITY: SURFACE MOTION
 RR0353
 RR0353  HISTORY     - Date     Condition        Report By
 RR0353  HISTORY     - 1957     MONUMENTED       CGS
 RR0353  HISTORY     - 1985     GOOD             NGS
 RR0353
 RR0353                          STATION DESCRIPTION
 RR0353
 RR0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RR0353'2 MI N FROM RALEIGH.
 RR0353'2 MILES NORTH ALONG STATE HIGHWAY 31 FROM RALIEGH, 4.4 MILES SOUTH OF
 RR0353'THE JUNCTION OF STATE HIGHWAY 21, 130 FEET WEST OF THE CENTERLINE OF
 RR0353'HIGHWAY 31, 1.0 FOOT SOUTH OF A SECTION LINE FENCE, AND SET IN THE TOP
 RR0353'OF A CONCRETE POST PROJECTING 5 INCHES.
 RR0353
 RR0353                          STATION RECOVERY (1985)
 RR0353
 RR0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0353'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 RR0353'ADD--1.5 METERS (5 FT) WEST OF A FENCE CORNER.
 RR0353'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0445 ***********************************************************************
 TF0445  DESIGNATION -  C 220
 TF0445  PID         -  TF0445
 TF0445  STATE/COUNTY-  ND/MCHENRY
 TF0445  USGS QUAD   -  VELVA (1949)
 TF0445
 TF0445                         *CURRENT SURVEY CONTROL
 TF0445  ___________________________________________________________________
 TF0445* NAD 83(1986)-  48 01 21.     (N)    100 55 45.     (W)     SCALED    
 TF0445* NAVD 88     -       500.506  (meters)    1642.08   (feet)  ADJUSTED  
 TF0445  ___________________________________________________________________
 TF0445  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0445  DYNAMIC HT  -         500.577 (meters)    1642.31  (feet)  COMP
 TF0445  MODELED GRAV-     980,737.4   (mgal)                       NAVD 88
 TF0445
 TF0445  VERT ORDER  -  SECOND    CLASS 0
 TF0445
 TF0445.The horizontal coordinates were scaled from a topographic map and have
 TF0445.an estimated accuracy of +/- 6 seconds.
 TF0445
 TF0445.The orthometric height was determined by differential leveling
 TF0445.and adjusted by the National Geodetic Survey in June 1991..
 TF0445
 TF0445.The geoid height was determined by GEOID03.
 TF0445
 TF0445.The dynamic height is computed by dividing the NAVD 88
 TF0445.geopotential number by the normal gravity value computed on the
 TF0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0445.degrees latitude (g = 980.6199 gals.).
 TF0445
 TF0445.The modeled gravity was interpolated from observed gravity values.
 TF0445
 TF0445;                    North         East    Units  Estimated Accuracy
 TF0445;SPC ND N     -   113,770.      567,990.      MT  (+/- 180 meters Scaled)
 TF0445
 TF0445                          SUPERSEDED SURVEY CONTROL
 TF0445
 TF0445  NGVD 29 (??/??/92)  500.129  (m)         1640.84   (f) ADJ UNCH    2 0
 TF0445
 TF0445.Superseded values are not recommended for survey control.
 TF0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0445.See file dsdata.txt to determine how the superseded data were derived.
 TF0445
 TF0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU561206(NAD 83)
 TF0445_MARKER: DB = BENCH MARK DISK
 TF0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0445_STAMPING: C 220 1962
 TF0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0445+STABILITY: SURFACE MOTION
 TF0445
 TF0445  HISTORY     - Date     Condition        Report By
 TF0445  HISTORY     - 1962     MONUMENTED       CGS
 TF0445
 TF0445                          STATION DESCRIPTION
 TF0445
 TF0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0445'2.4 MI S FROM VELVA.
 TF0445'2.4 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0445'HIGHWAY NO. 52 AT VELVA, AT A GRADED ROAD INTERSECTION, 88 FEET
 TF0445'NORTHEAST OF THE CENTER LINE OF THE INTERSECTION, 74 FEET EAST OF THE
 TF0445'CENTER LINE OF THE HIGHWAY, 38 FEET NORTH OF THE CENTER LINE OF THE
 TF0445'ROAD, 2.5 FEET WEST OF A TELEPHONE POLE AND IN LINE WITH THE POLES,
 TF0445'1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 8 FEET BELOW THE HIGHWAY
 TF0445'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0017 ***********************************************************************
 SN0017  DESIGNATION -  C 221
 SN0017  PID         -  SN0017
 SN0017  STATE/COUNTY-  ND/MCHENRY
 SN0017  USGS QUAD   -  DRAKE (1958)
 SN0017
 SN0017                         *CURRENT SURVEY CONTROL
 SN0017  ___________________________________________________________________
 SN0017* NAD 83(1986)-  47 56 54.     (N)    100 18 47.     (W)     SCALED    
 SN0017* NAVD 88     -       493.328  (meters)    1618.53   (feet)  ADJUSTED  
 SN0017  ___________________________________________________________________
 SN0017  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SN0017  DYNAMIC HT  -         493.401 (meters)    1618.77  (feet)  COMP
 SN0017  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 SN0017
 SN0017  VERT ORDER  -  SECOND    CLASS 0
 SN0017
 SN0017.The horizontal coordinates were scaled from a topographic map and have
 SN0017.an estimated accuracy of +/- 6 seconds.
 SN0017
 SN0017.The orthometric height was determined by differential leveling
 SN0017.and adjusted by the National Geodetic Survey in June 1991..
 SN0017
 SN0017.The geoid height was determined by GEOID03.
 SN0017
 SN0017.The dynamic height is computed by dividing the NAVD 88
 SN0017.geopotential number by the normal gravity value computed on the
 SN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0017.degrees latitude (g = 980.6199 gals.).
 SN0017
 SN0017.The modeled gravity was interpolated from observed gravity values.
 SN0017
 SN0017;                    North         East    Units  Estimated Accuracy
 SN0017;SPC ND N     -   105,450.      613,960.      MT  (+/- 180 meters Scaled)
 SN0017
 SN0017                          SUPERSEDED SURVEY CONTROL
 SN0017
 SN0017  NGVD 29 (??/??/92)  492.946  (m)         1617.27   (f) ADJ UNCH    2 0
 SN0017
 SN0017.Superseded values are not recommended for survey control.
 SN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0017.See file dsdata.txt to determine how the superseded data were derived.
 SN0017
 SN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU019113(NAD 83)
 SN0017_MARKER: DB = BENCH MARK DISK
 SN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0017_STAMPING: C 221 1962
 SN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0017+STABILITY: SURFACE MOTION
 SN0017
 SN0017  HISTORY     - Date     Condition        Report By
 SN0017  HISTORY     - 1962     MONUMENTED       CGS
 SN0017
 SN0017                          STATION DESCRIPTION
 SN0017
 SN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0017'3.7 MI NE FROM DRAKE.
 SN0017'ABOUT 3.7 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0017'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, ABOUT 0.4 MILE OR 12
 SN0017'POLES SOUTHWEST OF MILEPOST 517, 97 FEET EAST OF THE CENTER OF A
 SN0017'GRADED ROAD CROSSING, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36 FEET
 SN0017'NORTH OF THE CENTER LINE OF THE GRADED ROAD, 2 FEET WEST OF A POWER
 SN0017'POLE AND IN LINE WITH A ROW OF POWER POLES, 1.8 FEET EAST OF A METAL
 SN0017'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 SN0017'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 SN0017'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0017'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1126 ***********************************************************************
 TF1126  DESIGNATION -  C 222
 TF1126  PID         -  TF1126
 TF1126  STATE/COUNTY-  ND/WARD
 TF1126  USGS QUAD   -  DES LACS (1980)
 TF1126
 TF1126                         *CURRENT SURVEY CONTROL
 TF1126  ___________________________________________________________________
 TF1126* NAD 83(1986)-  48 15 06.     (N)    101 32 22.     (W)     SCALED    
 TF1126* NAVD 88     -       582.688  (meters)    1911.70   (feet)  ADJUSTED  
 TF1126  ___________________________________________________________________
 TF1126  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 TF1126  DYNAMIC HT  -         582.783 (meters)    1912.01  (feet)  COMP
 TF1126  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 TF1126
 TF1126  VERT ORDER  -  FIRST     CLASS II
 TF1126
 TF1126.The horizontal coordinates were scaled from a topographic map and have
 TF1126.an estimated accuracy of +/- 6 seconds.
 TF1126
 TF1126.The orthometric height was determined by differential leveling
 TF1126.and adjusted by the National Geodetic Survey in June 1991..
 TF1126
 TF1126.The geoid height was determined by GEOID03.
 TF1126
 TF1126.The dynamic height is computed by dividing the NAVD 88
 TF1126.geopotential number by the normal gravity value computed on the
 TF1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1126.degrees latitude (g = 980.6199 gals.).
 TF1126
 TF1126.The modeled gravity was interpolated from observed gravity values.
 TF1126
 TF1126;                    North         East    Units  Estimated Accuracy
 TF1126;SPC ND N     -   139,680.      522,820.      MT  (+/- 180 meters Scaled)
 TF1126
 TF1126                          SUPERSEDED SURVEY CONTROL
 TF1126
 TF1126  NGVD 29 (??/??/92)  582.295  (m)         1910.41   (f) ADJ UNCH    1 2
 TF1126
 TF1126.Superseded values are not recommended for survey control.
 TF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1126.See file dsdata.txt to determine how the superseded data were derived.
 TF1126
 TF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU114473(NAD 83)
 TF1126_MARKER: DB = BENCH MARK DISK
 TF1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1126_STAMPING: C 222 1962
 TF1126_MARK LOGO: CGS   
 TF1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1126+STABILITY: SURFACE MOTION
 TF1126
 TF1126  HISTORY     - Date     Condition        Report By
 TF1126  HISTORY     - 1962     MONUMENTED       CGS
 TF1126  HISTORY     - 1981     GOOD             NGS
 TF1126
 TF1126                          STATION DESCRIPTION
 TF1126
 TF1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1126'1.5 MI E FROM DES LACS.
 TF1126'1.5 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1126'DES LACS, ABOUT 0.4 MILE WEST OF MILEPOST 12, 123.5 FEET NORTHWEST OF
 TF1126'THE CENTER OF THE CROSSING OF A GRADED ROAD, 98.4 FEET NORTH OF THE
 TF1126'NORTH RAIL OF THE NORTH TRACK, 63 FEET NORTHEAST OF THE 16TH POLE WEST
 TF1126'OF MILEPOST 12, 13 FEET WEST OF A FENCE CORNER, 50 FEET WEST OF THE
 TF1126'CENTER LINE OF THE GRADED ROAD, 2 FEET SOUTH OF A FENCE, 1.2 FEET EAST
 TF1126'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK,
 TF1126'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TF1126
 TF1126                          STATION RECOVERY (1981)
 TF1126
 TF1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0362 ***********************************************************************
 TF0362  DESIGNATION -  C 223 RESET
 TF0362  PID         -  TF0362
 TF0362  STATE/COUNTY-  ND/MCHENRY
 TF0362  USGS QUAD   -  NORWICH (1949)
 TF0362
 TF0362                         *CURRENT SURVEY CONTROL
 TF0362  ___________________________________________________________________
 TF0362* NAD 83(1986)-  48 10 28.     (N)    100 55 43.     (W)     SCALED    
 TF0362* NAVD 88     -       478.25   (+/-2cm)    1569.1    (feet)  VERTCON   
 TF0362  ___________________________________________________________________
 TF0362  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 TF0362
 TF0362  VERT ORDER  -  THIRD (See Below)
 TF0362
 TF0362.The horizontal coordinates were scaled from a topographic map and have
 TF0362.an estimated accuracy of +/- 6 seconds.
 TF0362
 TF0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0362.The vertical order pertains to the NGVD 29 superseded value.
 TF0362
 TF0362.The geoid height was determined by GEOID03.
 TF0362
 TF0362;                    North         East    Units  Estimated Accuracy
 TF0362;SPC ND N     -   130,670.      568,130.      MT  (+/- 180 meters Scaled)
 TF0362
 TF0362                          SUPERSEDED SURVEY CONTROL
 TF0362
 TF0362  NGVD 29 (11/04/04)  477.87   (m)         1567.8    (f) RESET       3  
 TF0362
 TF0362.Superseded values are not recommended for survey control.
 TF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0362.See file dsdata.txt to determine how the superseded data were derived.
 TF0362
 TF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU566374(NAD 83)
 TF0362_MARKER: DB = BENCH MARK DISK
 TF0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0362_STAMPING: C 223 RESET 1968
 TF0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0362+STABILITY: SURFACE MOTION
 TF0362
 TF0362  HISTORY     - Date     Condition        Report By
 TF0362  HISTORY     - 1968     MONUMENTED       CGS
 TF0362
 TF0362                          STATION DESCRIPTION
 TF0362
 TF0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TF0362'3.1 MI NW FROM SIMCOE.
 TF0362'ABOUT 3.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY STATION AT
 TF0362'SIMCOE, AT A GRAVELED ROAD CROSSING, 123 FEET EAST OF THE CENTERLINE
 TF0362'OF ROAD, 69.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD, 1 FOOT NORTH
 TF0362'OF FENCE AND 1 FOOT EAST OF A STEEL WITNESS POST.  A STANDARD DISK SET
 TF0362'IN THE TOP OF A SQUARE CONCRETE POST AND STAMPED C 223 RESET 1968. THE
 TF0362'MARK PROJECTS 3 INCHES AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE
 TF0362'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0440 ***********************************************************************
 TF0440  DESIGNATION -  C 224
 TF0440  PID         -  TF0440
 TF0440  STATE/COUNTY-  ND/MCHENRY
 TF0440  USGS QUAD   -  VELVA (1949)
 TF0440
 TF0440                         *CURRENT SURVEY CONTROL
 TF0440  ___________________________________________________________________
 TF0440* NAD 83(1986)-  48 01 44.     (N)    100 53 07.     (W)     SCALED    
 TF0440* NAVD 88     -       479.503  (meters)    1573.17   (feet)  ADJUSTED  
 TF0440  ___________________________________________________________________
 TF0440  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TF0440  DYNAMIC HT  -         479.570 (meters)    1573.39  (feet)  COMP
 TF0440  MODELED GRAV-     980,736.3   (mgal)                       NAVD 88
 TF0440
 TF0440  VERT ORDER  -  SECOND    CLASS 0
 TF0440
 TF0440.The horizontal coordinates were scaled from a topographic map and have
 TF0440.an estimated accuracy of +/- 6 seconds.
 TF0440
 TF0440.The orthometric height was determined by differential leveling
 TF0440.and adjusted by the National Geodetic Survey in June 1991..
 TF0440
 TF0440.The geoid height was determined by GEOID03.
 TF0440
 TF0440.The dynamic height is computed by dividing the NAVD 88
 TF0440.geopotential number by the normal gravity value computed on the
 TF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0440.degrees latitude (g = 980.6199 gals.).
 TF0440
 TF0440.The modeled gravity was interpolated from observed gravity values.
 TF0440
 TF0440;                    North         East    Units  Estimated Accuracy
 TF0440;SPC ND N     -   114,460.      571,270.      MT  (+/- 180 meters Scaled)
 TF0440
 TF0440                          SUPERSEDED SURVEY CONTROL
 TF0440
 TF0440  NGVD 29 (??/??/92)  479.124  (m)         1571.93   (f) ADJ UNCH    2 0
 TF0440
 TF0440.Superseded values are not recommended for survey control.
 TF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0440.See file dsdata.txt to determine how the superseded data were derived.
 TF0440
 TF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU594212(NAD 83)
 TF0440_MARKER: DB = BENCH MARK DISK
 TF0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0440_STAMPING: C 224 1962
 TF0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0440+STABILITY: SURFACE MOTION
 TF0440
 TF0440  HISTORY     - Date     Condition        Report By
 TF0440  HISTORY     - 1962     MONUMENTED       CGS
 TF0440
 TF0440                          STATION DESCRIPTION
 TF0440
 TF0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0440'2.1 MI W FROM VOLTAIRE.
 TF0440'ABOUT 2.1 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE FARMERS ELEVATOR AT
 TF0440'VOLTAIRE, WEST OF THE CROSSING OF A SPUR RAILROAD TRACK LEADING TO AN
 TF0440'ELECTRIC PLANT, ABOUT 122 YARDS EAST OF THE JUNCTION OF A BLACK TOP
 TF0440'ROAD SOUTH, AT THE JUNCTION OF A DRIVE NORTHEAST TO A SMALL CONCRETE
 TF0440'BUILDING, 99 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET
 TF0440'NORTHWEST OF THE CENTERLINE OF THE DRIVE, 35 FEET NORTHEAST OF THE
 TF0440'NORTHWEST LEG OF A POWER LINE TOWER, 1.6 FEET NORTHWEST OF A WITNESS
 TF0440'POST, ABOUT 10 FEET LOWER THAN THE HIGHWAY, A DISK IN THE TOP OF A
 TF0440'CONCRETE POST PROJECTING 0.4 FOOT.  ALSO-- 2.9 MILE SOUTHEAST OF THE
 TF0440'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 41 AT VELVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0064 ***********************************************************************
 SN0064  DESIGNATION -  C 225
 SN0064  PID         -  SN0064
 SN0064  STATE/COUNTY-  ND/MCHENRY
 SN0064  USGS QUAD   -  DRAKE NW (1977)
 SN0064
 SN0064                         *CURRENT SURVEY CONTROL
 SN0064  ___________________________________________________________________
 SN0064* NAD 83(1986)-  47 59 16.     (N)    100 27 24.     (W)     SCALED    
 SN0064* NAVD 88     -       475.746  (meters)    1560.84   (feet)  ADJUSTED  
 SN0064  ___________________________________________________________________
 SN0064  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0064  DYNAMIC HT  -         475.816 (meters)    1561.07  (feet)  COMP
 SN0064  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 SN0064
 SN0064  VERT ORDER  -  SECOND    CLASS 0
 SN0064
 SN0064.The horizontal coordinates were scaled from a topographic map and have
 SN0064.an estimated accuracy of +/- 6 seconds.
 SN0064
 SN0064.The orthometric height was determined by differential leveling
 SN0064.and adjusted by the National Geodetic Survey in June 1991..
 SN0064
 SN0064.The geoid height was determined by GEOID03.
 SN0064
 SN0064.The dynamic height is computed by dividing the NAVD 88
 SN0064.geopotential number by the normal gravity value computed on the
 SN0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0064.degrees latitude (g = 980.6199 gals.).
 SN0064
 SN0064.The modeled gravity was interpolated from observed gravity values.
 SN0064
 SN0064;                    North         East    Units  Estimated Accuracy
 SN0064;SPC ND N     -   109,820.      603,230.      MT  (+/- 180 meters Scaled)
 SN0064
 SN0064                          SUPERSEDED SURVEY CONTROL
 SN0064
 SN0064  NGVD 29 (??/??/92)  475.363  (m)         1559.59   (f) ADJ UNCH    2 0
 SN0064
 SN0064.Superseded values are not recommended for survey control.
 SN0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0064.See file dsdata.txt to determine how the superseded data were derived.
 SN0064
 SN0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU913159(NAD 83)
 SN0064_MARKER: DB = BENCH MARK DISK
 SN0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0064_STAMPING: C 225 1962
 SN0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0064+STABILITY: SURFACE MOTION
 SN0064
 SN0064  HISTORY     - Date     Condition        Report By
 SN0064  HISTORY     - 1962     MONUMENTED       CGS
 SN0064
 SN0064                          STATION DESCRIPTION
 SN0064
 SN0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0064'8.1 MI NW FROM DRAKE.
 SN0064'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0064'AT DRAKE, THENCE 4.5 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.3
 SN0064'MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 190.5 FEET NORTHWEST OF
 SN0064'THE CENTER LINE OF THE JUNCTION OF A GRADED DIRT ROAD LEADING WEST, 98
 SN0064'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 161 FEET NORTH OF THE
 SN0064'CENTER LINE OF THE GRADED DIRT ROAD, 3 FEET EAST OF A TELEPHONE POLE,
 SN0064'1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SN0064'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SN0064'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0396 ***********************************************************************
 TF0396  DESIGNATION -  C 226
 TF0396  PID         -  TF0396
 TF0396  STATE/COUNTY-  ND/MCHENRY
 TF0396  USGS QUAD   -  VOLTAIRE (1977)
 TF0396
 TF0396                         *CURRENT SURVEY CONTROL
 TF0396  ___________________________________________________________________
 TF0396* NAD 83(1986)-  48 03 04.     (N)    100 45 13.     (W)     SCALED    
 TF0396* NAVD 88     -       476.036  (meters)    1561.79   (feet)  ADJUSTED  
 TF0396  ___________________________________________________________________
 TF0396  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0396  DYNAMIC HT  -         476.104 (meters)    1562.02  (feet)  COMP
 TF0396  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 TF0396
 TF0396  VERT ORDER  -  SECOND    CLASS 0
 TF0396
 TF0396.The horizontal coordinates were scaled from a topographic map and have
 TF0396.an estimated accuracy of +/- 6 seconds.
 TF0396
 TF0396.The orthometric height was determined by differential leveling
 TF0396.and adjusted by the National Geodetic Survey in June 1991..
 TF0396
 TF0396.The geoid height was determined by GEOID03.
 TF0396
 TF0396.The dynamic height is computed by dividing the NAVD 88
 TF0396.geopotential number by the normal gravity value computed on the
 TF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0396.degrees latitude (g = 980.6199 gals.).
 TF0396
 TF0396.The modeled gravity was interpolated from observed gravity values.
 TF0396
 TF0396;                    North         East    Units  Estimated Accuracy
 TF0396;SPC ND N     -   116,890.      581,090.      MT  (+/- 180 meters Scaled)
 TF0396
 TF0396                          SUPERSEDED SURVEY CONTROL
 TF0396
 TF0396  NGVD 29 (??/??/92)  475.656  (m)         1560.55   (f) ADJ UNCH    2 0
 TF0396
 TF0396.Superseded values are not recommended for survey control.
 TF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0396.See file dsdata.txt to determine how the superseded data were derived.
 TF0396
 TF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU693234(NAD 83)
 TF0396_MARKER: DB = BENCH MARK DISK
 TF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0396_STAMPING: C 226 1962
 TF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0396+STABILITY: SURFACE MOTION
 TF0396
 TF0396  HISTORY     - Date     Condition        Report By
 TF0396  HISTORY     - 1962     MONUMENTED       CGS
 TF0396
 TF0396                          STATION DESCRIPTION
 TF0396
 TF0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0396'4.8 MI NW FROM BERGEN.
 TF0396'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0396'AT BERGEN, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, AT THE EAST
 TF0396'END OF LAKE HESTER, 57 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 TF0396'AN ABANDONED DIRT ROAD LEADING EAST, 50 FEET WEST OF THE CENTERLINE OF
 TF0396'THE GRAVELED ROAD, 2.5 FEET NORTH OF THE EXTENDED CENTERLINE OF A
 TF0396'FENCE LEADING EAST AWAY FROM THE ROAD, 1.6 FEET SOUTH OF A METAL
 TF0396'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TF0396'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0160 ***********************************************************************
 SO0160  DESIGNATION -  C 227
 SO0160  PID         -  SO0160
 SO0160  STATE/COUNTY-  ND/MCLEAN
 SO0160  USGS QUAD   -  RAUB SE (1967)
 SO0160
 SO0160                         *CURRENT SURVEY CONTROL
 SO0160  ___________________________________________________________________
 SO0160* NAD 83(1986)-  47 37 01.     (N)    102 03 24.     (W)     SCALED    
 SO0160* NAVD 88     -       611.302  (meters)    2005.58   (feet)  ADJUSTED  
 SO0160  ___________________________________________________________________
 SO0160  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SO0160  DYNAMIC HT  -         611.363 (meters)    2005.78  (feet)  COMP
 SO0160  MODELED GRAV-     980,692.9   (mgal)                       NAVD 88
 SO0160
 SO0160  VERT ORDER  -  SECOND    CLASS 0
 SO0160
 SO0160.The horizontal coordinates were scaled from a topographic map and have
 SO0160.an estimated accuracy of +/- 6 seconds.
 SO0160
 SO0160.The orthometric height was determined by differential leveling
 SO0160.and adjusted by the National Geodetic Survey in June 1991..
 SO0160
 SO0160.The geoid height was determined by GEOID03.
 SO0160
 SO0160.The dynamic height is computed by dividing the NAVD 88
 SO0160.geopotential number by the normal gravity value computed on the
 SO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0160.degrees latitude (g = 980.6199 gals.).
 SO0160
 SO0160.The modeled gravity was interpolated from observed gravity values.
 SO0160
 SO0160;                    North         East    Units  Estimated Accuracy
 SO0160;SPC ND N     -    69,780.      482,990.      MT  (+/- 180 meters Scaled)
 SO0160
 SO0160                          SUPERSEDED SURVEY CONTROL
 SO0160
 SO0160  NGVD 29 (??/??/92)  610.880  (m)         2004.20   (f) ADJ UNCH    2 0
 SO0160
 SO0160.Superseded values are not recommended for survey control.
 SO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0160.See file dsdata.txt to determine how the superseded data were derived.
 SO0160
 SO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN211779(NAD 83)
 SO0160_MARKER: DB = BENCH MARK DISK
 SO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0160_STAMPING: C 227 1962
 SO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0160+STABILITY: SURFACE MOTION
 SO0160
 SO0160  HISTORY     - Date     Condition        Report By
 SO0160  HISTORY     - 1962     MONUMENTED       CGS
 SO0160
 SO0160                          STATION DESCRIPTION
 SO0160
 SO0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0160'9.65 MI S FROM RAUB.
 SO0160'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0160'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG
 SO0160'A GRAVELED COUNTY ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0160'ROAD, 76 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 SO0160'LEADING EAST, 73 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 21
 SO0160'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 1.8 FEET WEST OF A
 SO0160'FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE GRAVELED
 SO0160'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0243 ***********************************************************************
 SO0243  DESIGNATION -  C 228
 SO0243  PID         -  SO0243
 SO0243  STATE/COUNTY-  ND/MOUNTRAIL
 SO0243  USGS QUAD   -  PARSHALL SW (1967)
 SO0243
 SO0243                         *CURRENT SURVEY CONTROL
 SO0243  ___________________________________________________________________
 SO0243* NAD 83(1986)-  47 51 43.     (N)    102 12 55.     (W)     SCALED    
 SO0243* NAVD 88     -       673.134  (meters)    2208.44   (feet)  ADJUSTED  
 SO0243  ___________________________________________________________________
 SO0243  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SO0243  DYNAMIC HT  -         673.222 (meters)    2208.73  (feet)  COMP
 SO0243  MODELED GRAV-     980,718.6   (mgal)                       NAVD 88
 SO0243
 SO0243  VERT ORDER  -  SECOND    CLASS 0
 SO0243
 SO0243.The horizontal coordinates were scaled from a topographic map and have
 SO0243.an estimated accuracy of +/- 6 seconds.
 SO0243
 SO0243.The orthometric height was determined by differential leveling
 SO0243.and adjusted by the National Geodetic Survey in June 1991..
 SO0243
 SO0243.The geoid height was determined by GEOID03.
 SO0243
 SO0243.The dynamic height is computed by dividing the NAVD 88
 SO0243.geopotential number by the normal gravity value computed on the
 SO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0243.degrees latitude (g = 980.6199 gals.).
 SO0243
 SO0243.The modeled gravity was interpolated from observed gravity values.
 SO0243
 SO0243;                    North         East    Units  Estimated Accuracy
 SO0243;SPC ND N     -    97,260.      471,670.      MT  (+/- 180 meters Scaled)
 SO0243
 SO0243                          SUPERSEDED SURVEY CONTROL
 SO0243
 SO0243  NGVD 29 (??/??/92)  672.701  (m)         2207.02   (f) ADJ UNCH    2 0
 SO0243
 SO0243.Superseded values are not recommended for survey control.
 SO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0243.See file dsdata.txt to determine how the superseded data were derived.
 SO0243
 SO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP082047(NAD 83)
 SO0243_MARKER: DB = BENCH MARK DISK
 SO0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0243_STAMPING: C 288 1962
 SO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0243+STABILITY: SURFACE MOTION
 SO0243
 SO0243  HISTORY     - Date     Condition        Report By
 SO0243  HISTORY     - 1962     MONUMENTED       CGS
 SO0243
 SO0243                          STATION DESCRIPTION
 SO0243
 SO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0243'9.6 MI SW FROM PARSHALL.
 SO0243'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0243'PARSHALL, THENCE 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 0.5
 SO0243'MILE SOUTH OF A SCHOOLHOUSE, 53 FEET SOUTHWEST OF THE CENTER OF A ROAD
 SO0243'INTERSECTION, 44 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 33
 SO0243'FEET SOUTH OF THE CENTER LINE OF A ROAD, 2.8 FEET NORTH OF A POWER
 SO0243'POLE BRACED BY A GUY WIRE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 3
 SO0243'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SO0243'POST PROJECTING 0.6 FOOT, S 32, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0322 ***********************************************************************
 SN0322  DESIGNATION -  C 229
 SN0322  PID         -  SN0322
 SN0322  STATE/COUNTY-  ND/MCLEAN
 SN0322  USGS QUAD   -  KONGSBERG (1981)
 SN0322
 SN0322                         *CURRENT SURVEY CONTROL
 SN0322  ___________________________________________________________________
 SN0322* NAD 83(1986)-  47 45 40.     (N)    100 49 20.     (W)     SCALED    
 SN0322* NAVD 88     -       611.010  (meters)    2004.62   (feet)  ADJUSTED  
 SN0322  ___________________________________________________________________
 SN0322  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SN0322  DYNAMIC HT  -         611.068 (meters)    2004.81  (feet)  COMP
 SN0322  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 SN0322
 SN0322  VERT ORDER  -  SECOND    CLASS 0
 SN0322
 SN0322.The horizontal coordinates were scaled from a topographic map and have
 SN0322.an estimated accuracy of +/- 6 seconds.
 SN0322
 SN0322.The orthometric height was determined by differential leveling
 SN0322.and adjusted by the National Geodetic Survey in June 1991..
 SN0322
 SN0322.The geoid height was determined by GEOID03.
 SN0322
 SN0322.The dynamic height is computed by dividing the NAVD 88
 SN0322.geopotential number by the normal gravity value computed on the
 SN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0322.degrees latitude (g = 980.6199 gals.).
 SN0322
 SN0322.The modeled gravity was interpolated from observed gravity values.
 SN0322
 SN0322;                    North         East    Units  Estimated Accuracy
 SN0322;SPC ND N     -    84,670.      575,840.      MT  (+/- 180 meters Scaled)
 SN0322
 SN0322                          SUPERSEDED SURVEY CONTROL
 SN0322
 SN0322  NGVD 29 (??/??/92)  610.608  (m)         2003.30   (f) ADJ UNCH    2 0
 SN0322
 SN0322.Superseded values are not recommended for survey control.
 SN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0322.See file dsdata.txt to determine how the superseded data were derived.
 SN0322
 SN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT634913(NAD 83)
 SN0322_MARKER: DB = BENCH MARK DISK
 SN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0322_STAMPING: C 229 1962
 SN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0322+STABILITY: SURFACE MOTION
 SN0322
 SN0322  HISTORY     - Date     Condition        Report By
 SN0322  HISTORY     - 1962     MONUMENTED       CGS
 SN0322
 SN0322                          STATION DESCRIPTION
 SN0322
 SN0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0322'10.7 MI SE FROM RUSO.
 SN0322'ABOUT 2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0322'RUSO, THENCE 4.45 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0322'EAST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHEAST ALONG A
 SN0322'GRAVELED ROAD, THENCE 1.75 MILES EAST ALONG A DIRT ROAD, ON THE CREST
 SN0322'OF A SMALL HILL, 29.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.8
 SN0322'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SN0322'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0211 ***********************************************************************
 RS0211  DESIGNATION -  C 23
 RS0211  PID         -  RS0211
 RS0211  STATE/COUNTY-  ND/SLOPE
 RS0211  USGS QUAD   -  MARMARTH (1980)
 RS0211
 RS0211                         *CURRENT SURVEY CONTROL
 RS0211  ___________________________________________________________________
 RS0211* NAD 83(1986)-  46 17 20.     (N)    103 53 11.     (W)     SCALED    
 RS0211* NAVD 88     -       840.418  (meters)    2757.27   (feet)  ADJUSTED  
 RS0211  ___________________________________________________________________
 RS0211  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RS0211  DYNAMIC HT  -         840.345 (meters)    2757.03  (feet)  COMP
 RS0211  MODELED GRAV-     980,498.8   (mgal)                       NAVD 88
 RS0211
 RS0211  VERT ORDER  -  SECOND    CLASS 0
 RS0211
 RS0211.The horizontal coordinates were scaled from a topographic map and have
 RS0211.an estimated accuracy of +/- 6 seconds.
 RS0211
 RS0211.The orthometric height was determined by differential leveling
 RS0211.and adjusted by the National Geodetic Survey in June 1991..
 RS0211
 RS0211.The geoid height was determined by GEOID03.
 RS0211
 RS0211.The dynamic height is computed by dividing the NAVD 88
 RS0211.geopotential number by the normal gravity value computed on the
 RS0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0211.degrees latitude (g = 980.6199 gals.).
 RS0211
 RS0211.The modeled gravity was interpolated from observed gravity values.
 RS0211
 RS0211;                    North         East    Units  Estimated Accuracy
 RS0211;SPC ND S     -    74,790.      339,130.      MT  (+/- 180 meters Scaled)
 RS0211
 RS0211                          SUPERSEDED SURVEY CONTROL
 RS0211
 RS0211  NGVD 29 (??/??/92)  839.883  (m)         2755.52   (f) ADJ UNCH    2 0
 RS0211
 RS0211.Superseded values are not recommended for survey control.
 RS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0211.See file dsdata.txt to determine how the superseded data were derived.
 RS0211
 RS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM857267(NAD 83)
 RS0211_MARKER: DB = BENCH MARK DISK
 RS0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0211_STAMPING: C-23 1934
 RS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0211+STABILITY: SURFACE MOTION
 RS0211
 RS0211  HISTORY     - Date     Condition        Report By
 RS0211  HISTORY     - 1934     MONUMENTED       CGS
 RS0211  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0211
 RS0211                          STATION DESCRIPTION
 RS0211
 RS0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0211'2.2 MI E FROM MARMARTH.
 RS0211'2.2 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0211'RAILROAD FROM MARMARTH, SLOPE COUNTY, AT MILEPOST 993, 90 FEET SOUTH
 RS0211'OF THE CENTER LINE OF THE TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY
 RS0211'FENCE.  A STANDARD DISK, STAMPED C 23 1934 AND SET IN THE TOP OF A
 RS0211'CONCRETE POST.
 RS0211
 RS0211                          STATION RECOVERY (1974)
 RS0211
 RS0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0265 ***********************************************************************
 SN0265  DESIGNATION -  C 230
 SN0265  PID         -  SN0265
 SN0265  STATE/COUNTY-  ND/MCLEAN
 SN0265  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0265
 SN0265                         *CURRENT SURVEY CONTROL
 SN0265  ___________________________________________________________________
 SN0265* NAD 83(1986)-  47 40 27.     (N)    100 54 27.     (W)     SCALED    
 SN0265* NAVD 88     -       591.400  (meters)    1940.28   (feet)  ADJUSTED  
 SN0265  ___________________________________________________________________
 SN0265  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SN0265  DYNAMIC HT  -         591.458 (meters)    1940.48  (feet)  COMP
 SN0265  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 SN0265
 SN0265  VERT ORDER  -  SECOND    CLASS 0
 SN0265
 SN0265.The horizontal coordinates were scaled from a topographic map and have
 SN0265.an estimated accuracy of +/- 6 seconds.
 SN0265
 SN0265.The orthometric height was determined by differential leveling
 SN0265.and adjusted by the National Geodetic Survey in June 1991..
 SN0265
 SN0265.The geoid height was determined by GEOID03.
 SN0265
 SN0265.The dynamic height is computed by dividing the NAVD 88
 SN0265.geopotential number by the normal gravity value computed on the
 SN0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0265.degrees latitude (g = 980.6199 gals.).
 SN0265
 SN0265.The modeled gravity was interpolated from observed gravity values.
 SN0265
 SN0265;                    North         East    Units  Estimated Accuracy
 SN0265;SPC ND N     -    75,040.      569,400.      MT  (+/- 180 meters Scaled)
 SN0265
 SN0265                          SUPERSEDED SURVEY CONTROL
 SN0265
 SN0265  NGVD 29 (??/??/92)  590.996  (m)         1938.96   (f) ADJ UNCH    2 0
 SN0265
 SN0265.Superseded values are not recommended for survey control.
 SN0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0265.See file dsdata.txt to determine how the superseded data were derived.
 SN0265
 SN0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT568818(NAD 83)
 SN0265_MARKER: DB = BENCH MARK DISK
 SN0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0265_STAMPING: C 230 1962
 SN0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0265+STABILITY: SURFACE MOTION
 SN0265
 SN0265  HISTORY     - Date     Condition        Report By
 SN0265  HISTORY     - 1962     MONUMENTED       CGS
 SN0265
 SN0265                          STATION DESCRIPTION
 SN0265
 SN0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0265'11.35 MI N FROM TURTLE LAKE.
 SN0265'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0265'TURTLE LAKE, THENCE 10.45 MILES NORTH ALONG STATE HIGHWAY 41, 131 FEET
 SN0265'WEST-NORTHWEST OF THE CENTER OF A T-ROAD JUNCTION, 120.0 FEET WEST OF
 SN0265'THE CENTERLINE OF THE HIGHWAY, 56.0 FEET NORTH OF THE CENTERLINE OF
 SN0265'THE ROAD, 2.8 FEET NORTHEAST OF A FENCE CORNER, 1.9 FEET NORTH OF A
 SN0265'POWER POLE BRACED BY A GUY WIRE, 1.5 FEET SOUTH OF A WITNESS POST,
 SN0265'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0265'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0713 ***********************************************************************
 SN0713  DESIGNATION -  C 231
 SN0713  PID         -  SN0713
 SN0713  STATE/COUNTY-  ND/MCLEAN
 SN0713  USGS QUAD   -  BENEDICT (1981)
 SN0713
 SN0713                         *CURRENT SURVEY CONTROL
 SN0713  ___________________________________________________________________
 SN0713* NAD 83(1986)-  47 47 24.     (N)    101 04 43.     (W)     SCALED    
 SN0713* NAVD 88     -       621.387  (meters)    2038.67   (feet)  ADJUSTED  
 SN0713  ___________________________________________________________________
 SN0713  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0713  DYNAMIC HT  -         621.450 (meters)    2038.87  (feet)  COMP
 SN0713  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 SN0713
 SN0713  VERT ORDER  -  SECOND    CLASS 0
 SN0713
 SN0713.The horizontal coordinates were scaled from a topographic map and have
 SN0713.an estimated accuracy of +/- 6 seconds.
 SN0713
 SN0713.The orthometric height was determined by differential leveling
 SN0713.and adjusted by the National Geodetic Survey in June 1991..
 SN0713
 SN0713.The geoid height was determined by GEOID03.
 SN0713
 SN0713.The dynamic height is computed by dividing the NAVD 88
 SN0713.geopotential number by the normal gravity value computed on the
 SN0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0713.degrees latitude (g = 980.6199 gals.).
 SN0713
 SN0713.The modeled gravity was interpolated from observed gravity values.
 SN0713
 SN0713;                    North         East    Units  Estimated Accuracy
 SN0713;SPC ND N     -    88,000.      556,650.      MT  (+/- 180 meters Scaled)
 SN0713
 SN0713                          SUPERSEDED SURVEY CONTROL
 SN0713
 SN0713  NGVD 29 (??/??/92)  620.994  (m)         2037.38   (f) ADJ UNCH    2 0
 SN0713
 SN0713.Superseded values are not recommended for survey control.
 SN0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0713.See file dsdata.txt to determine how the superseded data were derived.
 SN0713
 SN0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443950(NAD 83)
 SN0713_MARKER: DB = BENCH MARK DISK
 SN0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0713_STAMPING: C 231 1962
 SN0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0713+STABILITY: SURFACE MOTION
 SN0713
 SN0713  HISTORY     - Date     Condition        Report By
 SN0713  HISTORY     - 1962     MONUMENTED       CGS
 SN0713
 SN0713                          STATION DESCRIPTION
 SN0713
 SN0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0713'2.75 MI S FROM BENEDICT.
 SN0713'ABOUT 2.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0713'AT BENEDICT, 114 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 SN0713'ROAD LEADING EAST, 106 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 SN0713'ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 2.5
 SN0713'FEET WEST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 4.0 FEET EAST OF
 SN0713'AN UNDERGROUND CABLE MARKER, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 4
 SN0713'FEET ABOVE THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A
 SN0713'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0409 ***********************************************************************
 SN0409  DESIGNATION -  C 232
 SN0409  PID         -  SN0409
 SN0409  STATE/COUNTY-  ND/MCHENRY
 SN0409  USGS QUAD   -  BALFOUR (1958)
 SN0409
 SN0409                         *CURRENT SURVEY CONTROL
 SN0409  ___________________________________________________________________
 SN0409* NAD 83(1986)-  47 53 28.     (N)    100 33 50.     (W)     SCALED    
 SN0409* NAVD 88     -       500.413  (meters)    1641.77   (feet)  ADJUSTED  
 SN0409  ___________________________________________________________________
 SN0409  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 SN0409  DYNAMIC HT  -         500.476 (meters)    1641.98  (feet)  COMP
 SN0409  MODELED GRAV-     980,721.6   (mgal)                       NAVD 88
 SN0409
 SN0409  VERT ORDER  -  SECOND    CLASS 0
 SN0409
 SN0409.The horizontal coordinates were scaled from a topographic map and have
 SN0409.an estimated accuracy of +/- 6 seconds.
 SN0409
 SN0409.The orthometric height was determined by differential leveling
 SN0409.and adjusted by the National Geodetic Survey in June 1991..
 SN0409
 SN0409.The geoid height was determined by GEOID03.
 SN0409
 SN0409.The dynamic height is computed by dividing the NAVD 88
 SN0409.geopotential number by the normal gravity value computed on the
 SN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0409.degrees latitude (g = 980.6199 gals.).
 SN0409
 SN0409.The modeled gravity was interpolated from observed gravity values.
 SN0409
 SN0409;                    North         East    Units  Estimated Accuracy
 SN0409;SPC ND N     -    99,080.      595,220.      MT  (+/- 180 meters Scaled)
 SN0409
 SN0409                          SUPERSEDED SURVEY CONTROL
 SN0409
 SN0409  NGVD 29 (??/??/92)  500.023  (m)         1640.49   (f) ADJ UNCH    2 0
 SN0409
 SN0409.Superseded values are not recommended for survey control.
 SN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0409.See file dsdata.txt to determine how the superseded data were derived.
 SN0409
 SN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU830053(NAD 83)
 SN0409_MARKER: DB = BENCH MARK DISK
 SN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0409_STAMPING: C 232 1962
 SN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0409+STABILITY: SURFACE MOTION
 SN0409
 SN0409  HISTORY     - Date     Condition        Report By
 SN0409  HISTORY     - 1962     MONUMENTED       CGS
 SN0409
 SN0409                          STATION DESCRIPTION
 SN0409
 SN0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0409'4.5 MI NW FROM KIEF.
 SN0409'ABOUT 0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0409'AT KIEF, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0
 SN0409'MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 SN0409'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE
 SN0409'SOUTHEAST CORNER OF A GROVE OF TREES, 57.0 FEET NORTHWEST OF THE
 SN0409'CENTER OF A DIRT ROAD INTERSECTION, 50.0 FEET NORTH OF THE CENTERLINE
 SN0409'OF THE ROAD LEADING WEST, 26.5 FEET WEST OF THE CENTERLINE OF THE ROAD
 SN0409'LEADING NORTH, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET
 SN0409'BELOW THE LEVEL OF THE ROAD LEADING WEST, AND SET IN THE TOP OF A
 SN0409'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0426 ***********************************************************************
 SN0426  DESIGNATION -  C 233
 SN0426  PID         -  SN0426
 SN0426  STATE/COUNTY-  ND/MCHENRY
 SN0426  USGS QUAD   -  BALFOUR (1958)
 SN0426
 SN0426                         *CURRENT SURVEY CONTROL
 SN0426  ___________________________________________________________________
 SN0426* NAD 83(1986)-  47 59 45.     (N)    100 32 32.     (W)     SCALED    
 SN0426* NAVD 88     -       486.896  (meters)    1597.42   (feet)  ADJUSTED  
 SN0426  ___________________________________________________________________
 SN0426  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0426  DYNAMIC HT  -         486.967 (meters)    1597.66  (feet)  COMP
 SN0426  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 SN0426
 SN0426  VERT ORDER  -  SECOND    CLASS 0
 SN0426
 SN0426.The horizontal coordinates were scaled from a topographic map and have
 SN0426.an estimated accuracy of +/- 6 seconds.
 SN0426
 SN0426.The orthometric height was determined by differential leveling
 SN0426.and adjusted by the National Geodetic Survey in June 1991..
 SN0426
 SN0426.The geoid height was determined by GEOID03.
 SN0426
 SN0426.The dynamic height is computed by dividing the NAVD 88
 SN0426.geopotential number by the normal gravity value computed on the
 SN0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0426.degrees latitude (g = 980.6199 gals.).
 SN0426
 SN0426.The modeled gravity was interpolated from observed gravity values.
 SN0426
 SN0426;                    North         East    Units  Estimated Accuracy
 SN0426;SPC ND N     -   110,720.      596,850.      MT  (+/- 180 meters Scaled)
 SN0426
 SN0426                          SUPERSEDED SURVEY CONTROL
 SN0426
 SN0426  NGVD 29 (??/??/92)  486.514  (m)         1596.17   (f) ADJ UNCH    2 0
 SN0426
 SN0426.Superseded values are not recommended for survey control.
 SN0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0426.See file dsdata.txt to determine how the superseded data were derived.
 SN0426
 SN0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU849169(NAD 83)
 SN0426_MARKER: DB = BENCH MARK DISK
 SN0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0426_STAMPING: C 233 1962
 SN0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0426+STABILITY: SURFACE MOTION
 SN0426
 SN0426  HISTORY     - Date     Condition        Report By
 SN0426  HISTORY     - 1962     MONUMENTED       CGS
 SN0426
 SN0426                          STATION DESCRIPTION
 SN0426
 SN0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0426'3.4 MI NW FROM BALFOUR.
 SN0426'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0426'BALFOUR, THENCE 2.9 MILES NORTH ALONG A GRAVELED ROAD, 59 FEET
 SN0426'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 47 FEET SOUTH
 SN0426'OF THE CENTERLINE OF THE ROAD LEADING EAST, 34.5 FEET EAST OF THE
 SN0426'CENTERLINE OF THE ROAD LEADING SOUTH, 2.5 FEET SOUTHWEST OF A
 SN0426'TELEPHONE POLE, 1.5 FEET WEST OF A FENCE, 1.4 FEET NORTH OF A METAL
 SN0426'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN
 SN0426'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1302 ***********************************************************************
 SN1302  DESIGNATION -  C 234 RESET
 SN1302  PID         -  SN1302
 SN1302  STATE/COUNTY-  ND/MCLEAN
 SN1302  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1302
 SN1302                         *CURRENT SURVEY CONTROL
 SN1302  ___________________________________________________________________
 SN1302* NAD 83(1986)-  47 50 01.     (N)    101 30 28.     (W)     SCALED    
 SN1302* NAVD 88     -       628.30   (+/-2cm)    2061.3    (feet)  VERTCON   
 SN1302  ___________________________________________________________________
 SN1302  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SN1302
 SN1302  VERT ORDER  -  THIRD (See Below)
 SN1302
 SN1302.The horizontal coordinates were scaled from a topographic map and have
 SN1302.an estimated accuracy of +/- 6 seconds.
 SN1302
 SN1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1302.The vertical order pertains to the NGVD 29 superseded value.
 SN1302
 SN1302.The geoid height was determined by GEOID03.
 SN1302
 SN1302;                    North         East    Units  Estimated Accuracy
 SN1302;SPC ND N     -    93,180.      524,560.      MT  (+/- 180 meters Scaled)
 SN1302
 SN1302                          SUPERSEDED SURVEY CONTROL
 SN1302
 SN1302  NGVD 29 (11/04/04)  627.90   (m)         2060.0    (f) RESET       3  
 SN1302
 SN1302.Superseded values are not recommended for survey control.
 SN1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1302.See file dsdata.txt to determine how the superseded data were derived.
 SN1302
 SN1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU123008(NAD 83)
 SN1302_MARKER: DB = BENCH MARK DISK
 SN1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1302_SP_SET: MONUMENT
 SN1302_STAMPING: C 234 RESET 1970
 SN1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1302
 SN1302  HISTORY     - Date     Condition        Report By
 SN1302  HISTORY     - 1970     MONUMENTED       NGS
 SN1302
 SN1302                          STATION DESCRIPTION
 SN1302
 SN1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SN1302'2.0 MI S FROM DOUGLAS.
 SN1302'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1302'IN DOUGLAS, AT A CROSSROAD INTERSECTION, 180 FEET EAST OF CENTER OF
 SN1302'COUNTY ROAD 13, 43 FEET SOUTH OF CENTER OF EAST-WEST ROAD, 2 FEET WEST
 SN1302'OF POWER POLE, 1.8 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 SN1302'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0736 ***********************************************************************
 SN0736  DESIGNATION -  C 235
 SN0736  PID         -  SN0736
 SN0736  STATE/COUNTY-  ND/MCLEAN
 SN0736  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0736
 SN0736                         *CURRENT SURVEY CONTROL
 SN0736  ___________________________________________________________________
 SN0736* NAD 83(1986)-  47 37 55.     (N)    101 04 42.     (W)     SCALED    
 SN0736* NAVD 88     -       574.721  (meters)    1885.56   (feet)  ADJUSTED  
 SN0736  ___________________________________________________________________
 SN0736  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0736  DYNAMIC HT  -         574.775 (meters)    1885.74  (feet)  COMP
 SN0736  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SN0736
 SN0736  VERT ORDER  -  SECOND    CLASS 0
 SN0736
 SN0736.The horizontal coordinates were scaled from a topographic map and have
 SN0736.an estimated accuracy of +/- 6 seconds.
 SN0736
 SN0736.The orthometric height was determined by differential leveling
 SN0736.and adjusted by the National Geodetic Survey in June 1991..
 SN0736
 SN0736.The geoid height was determined by GEOID03.
 SN0736
 SN0736.The dynamic height is computed by dividing the NAVD 88
 SN0736.geopotential number by the normal gravity value computed on the
 SN0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0736.degrees latitude (g = 980.6199 gals.).
 SN0736
 SN0736.The modeled gravity was interpolated from observed gravity values.
 SN0736
 SN0736;                    North         East    Units  Estimated Accuracy
 SN0736;SPC ND N     -    70,420.      556,540.      MT  (+/- 180 meters Scaled)
 SN0736
 SN0736                          SUPERSEDED SURVEY CONTROL
 SN0736
 SN0736  NGVD 29 (??/??/92)  574.318  (m)         1884.24   (f) ADJ UNCH    2 0
 SN0736
 SN0736.Superseded values are not recommended for survey control.
 SN0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0736.See file dsdata.txt to determine how the superseded data were derived.
 SN0736
 SN0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT438774(NAD 83)
 SN0736_MARKER: DB = BENCH MARK DISK
 SN0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0736_STAMPING: C 235 1962
 SN0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0736+STABILITY: SURFACE MOTION
 SN0736
 SN0736  HISTORY     - Date     Condition        Report By
 SN0736  HISTORY     - 1962     MONUMENTED       CGS
 SN0736
 SN0736                          STATION DESCRIPTION
 SN0736
 SN0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0736'13.25 MI NE FROM COLEHARBOR.
 SN0736'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0736'STATION AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0736'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0736'ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE
 SN0736'4.0 MILES NORTH ALONG A GRAVELED ROAD, 67 FEET SOUTHWEST OF THE CENTER
 SN0736'OF A ROAD INTERSECTION, 51 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 SN0736'ROAD, 43 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.6 FEET
 SN0736'NORTH OF TELEPHONE POLE NO. 1 HA 19, 1.5 FEET EAST OF A WITNESS POST,
 SN0736'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SN0736'CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- THIS MARK CAN ALSO BE
 SN0736'REACHED BY GOING 13.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE
 SN0736'LUTHERAN CHURCH AT BENEDICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0635 ***********************************************************************
 SN0635  DESIGNATION -  C 236
 SN0635  PID         -  SN0635
 SN0635  STATE/COUNTY-  ND/MCLEAN
 SN0635  USGS QUAD   -  GARRISON (1981)
 SN0635
 SN0635                         *CURRENT SURVEY CONTROL
 SN0635  ___________________________________________________________________
 SN0635* NAD 83(1986)-  47 44 48.     (N)    101 25 20.     (W)     SCALED    
 SN0635* NAVD 88     -       609.446  (meters)    1999.49   (feet)  ADJUSTED  
 SN0635  ___________________________________________________________________
 SN0635  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 SN0635  DYNAMIC HT  -         609.506 (meters)    1999.69  (feet)  COMP
 SN0635  MODELED GRAV-     980,690.9   (mgal)                       NAVD 88
 SN0635
 SN0635  VERT ORDER  -  SECOND    CLASS 0
 SN0635
 SN0635.The horizontal coordinates were scaled from a topographic map and have
 SN0635.an estimated accuracy of +/- 6 seconds.
 SN0635
 SN0635.The orthometric height was determined by differential leveling
 SN0635.and adjusted by the National Geodetic Survey in June 1991..
 SN0635
 SN0635.The geoid height was determined by GEOID03.
 SN0635
 SN0635.The dynamic height is computed by dividing the NAVD 88
 SN0635.geopotential number by the normal gravity value computed on the
 SN0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0635.degrees latitude (g = 980.6199 gals.).
 SN0635
 SN0635.The modeled gravity was interpolated from observed gravity values.
 SN0635
 SN0635;                    North         East    Units  Estimated Accuracy
 SN0635;SPC ND N     -    83,430.      530,850.      MT  (+/- 180 meters Scaled)
 SN0635
 SN0635                          SUPERSEDED SURVEY CONTROL
 SN0635
 SN0635  NGVD 29 (??/??/92)  609.040  (m)         1998.16   (f) ADJ UNCH    2 0
 SN0635
 SN0635.Superseded values are not recommended for survey control.
 SN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0635.See file dsdata.txt to determine how the superseded data were derived.
 SN0635
 SN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184909(NAD 83)
 SN0635_MARKER: DB = BENCH MARK DISK
 SN0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0635_STAMPING: C 236 1962
 SN0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0635+STABILITY: SURFACE MOTION
 SN0635
 SN0635  HISTORY     - Date     Condition        Report By
 SN0635  HISTORY     - 1962     MONUMENTED       CGS
 SN0635
 SN0635                          STATION DESCRIPTION
 SN0635
 SN0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0635'6.8 MI N FROM GARRISON.
 SN0635'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0635'AT GARRISON, 85 FEET NORTHWEST OF THE CENTER OF A T-ROAD JUNCTION, 64
 SN0635'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 54 FEET WEST OF
 SN0635'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 3.0 FEET EAST OF A POWER POLE,
 SN0635'2.0 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SN0635'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN0635'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0272 ***********************************************************************
 SO0272  DESIGNATION -  C 237
 SO0272  PID         -  SO0272
 SO0272  STATE/COUNTY-  ND/MCLEAN
 SO0272  USGS QUAD   -  PARSHALL SE (1967)
 SO0272
 SO0272                         *CURRENT SURVEY CONTROL
 SO0272  ___________________________________________________________________
 SO0272* NAD 83(1986)-  47 49 59.     (N)    102 01 17.     (W)     SCALED    
 SO0272* NAVD 88     -       609.816  (meters)    2000.70   (feet)  ADJUSTED  
 SO0272  ___________________________________________________________________
 SO0272  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 SO0272  DYNAMIC HT  -         609.895 (meters)    2000.96  (feet)  COMP
 SO0272  MODELED GRAV-     980,721.3   (mgal)                       NAVD 88
 SO0272
 SO0272  VERT ORDER  -  SECOND    CLASS 0
 SO0272
 SO0272.The horizontal coordinates were scaled from a topographic map and have
 SO0272.an estimated accuracy of +/- 6 seconds.
 SO0272
 SO0272.The orthometric height was determined by differential leveling
 SO0272.and adjusted by the National Geodetic Survey in June 1991..
 SO0272
 SO0272.The geoid height was determined by GEOID03.
 SO0272
 SO0272.The dynamic height is computed by dividing the NAVD 88
 SO0272.geopotential number by the normal gravity value computed on the
 SO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0272.degrees latitude (g = 980.6199 gals.).
 SO0272
 SO0272.The modeled gravity was interpolated from observed gravity values.
 SO0272
 SO0272;                    North         East    Units  Estimated Accuracy
 SO0272;SPC ND N     -    93,750.      486,110.      MT  (+/- 180 meters Scaled)
 SO0272
 SO0272                          SUPERSEDED SURVEY CONTROL
 SO0272
 SO0272  NGVD 29 (??/??/92)  609.394  (m)         1999.32   (f) ADJ UNCH    2 0
 SO0272
 SO0272.Superseded values are not recommended for survey control.
 SO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0272.See file dsdata.txt to determine how the superseded data were derived.
 SO0272
 SO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP228020(NAD 83)
 SO0272_MARKER: DB = BENCH MARK DISK
 SO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0272_STAMPING: C 237 1962
 SO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0272+STABILITY: SURFACE MOTION
 SO0272
 SO0272  HISTORY     - Date     Condition        Report By
 SO0272  HISTORY     - 1962     MONUMENTED       CGS
 SO0272
 SO0272                          STATION DESCRIPTION
 SO0272
 SO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0272'7.0 MI NE FROM RAUB.
 SO0272'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SO0272'HIGHWAY 37 AT RAUB, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD. AT A
 SO0272'TRACK ROAD INTERSECTION, 66 FEET SOUTHEAST OF THE CENTER OF THE
 SO0272'INTERSECTION, 63 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 21
 SO0272'FEET EAST OF THE CENTERLINE OF TRACK ROAD, 4.0 FEET NORTHEAST OF A
 SO0272'FENCE CORNER, 1.5 FEET WEST OF A WITNESS POST AND ABOUT LEVEL WITH THE
 SO0272'ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0107 ***********************************************************************
 TG0107  DESIGNATION -  C 238
 TG0107  PID         -  TG0107
 TG0107  STATE/COUNTY-  ND/BURKE
 TG0107  USGS QUAD   -  WESTBY LAKE (1978)
 TG0107
 TG0107                         *CURRENT SURVEY CONTROL
 TG0107  ___________________________________________________________________
 TG0107* NAD 83(1986)-  48 32 45.     (N)    102 17 40.     (W)     SCALED    
 TG0107* NAVD 88     -       698.095  (meters)    2290.33   (feet)  ADJUSTED  
 TG0107  ___________________________________________________________________
 TG0107  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TG0107  DYNAMIC HT  -         698.215 (meters)    2290.73  (feet)  COMP
 TG0107  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 TG0107
 TG0107  VERT ORDER  -  SECOND    CLASS 0
 TG0107
 TG0107.The horizontal coordinates were scaled from a topographic map and have
 TG0107.an estimated accuracy of +/- 6 seconds.
 TG0107
 TG0107.The orthometric height was determined by differential leveling
 TG0107.and adjusted by the National Geodetic Survey in June 1991..
 TG0107
 TG0107.The geoid height was determined by GEOID03.
 TG0107
 TG0107.The dynamic height is computed by dividing the NAVD 88
 TG0107.geopotential number by the normal gravity value computed on the
 TG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0107.degrees latitude (g = 980.6199 gals.).
 TG0107
 TG0107.The modeled gravity was interpolated from observed gravity values.
 TG0107
 TG0107;                    North         East    Units  Estimated Accuracy
 TG0107;SPC ND N     -   173,420.      467,520.      MT  (+/- 180 meters Scaled)
 TG0107
 TG0107                          SUPERSEDED SURVEY CONTROL
 TG0107
 TG0107  NGVD 29 (??/??/92)  697.661  (m)         2288.91   (f) ADJ UNCH    2 0
 TG0107
 TG0107.Superseded values are not recommended for survey control.
 TG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0107.See file dsdata.txt to determine how the superseded data were derived.
 TG0107
 TG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP996805(NAD 83)
 TG0107_MARKER: DB = BENCH MARK DISK
 TG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0107_STAMPING: C 238 1963
 TG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0107+STABILITY: SURFACE MOTION
 TG0107
 TG0107  HISTORY     - Date     Condition        Report By
 TG0107  HISTORY     - 1963     MONUMENTED       CGS
 TG0107
 TG0107                          STATION DESCRIPTION
 TG0107
 TG0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0107'13.2 MI W FROM COULEE.
 TG0107'ABOUT 13.2 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0107'RAILWAY STATION AT COULEE, ABOUT 0.25 MILE EAST OF THE INTERSECTION OF
 TG0107'A DIRT ROAD, AT A FARM ROAD INTERSECTION, 80 FEET WEST OF THE
 TG0107'CENTERLINE OF THE FARM ROAD, 73 FEET EAST OF THE NORTH END OF AN
 TG0107'18-INCH PIPE CULVERT, 38 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TG0107'2.5 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST,
 TG0107'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TG0107'CONCRETE POST PROJECTING 5 INCHES, S 34, R 90 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1277 ***********************************************************************
 SN1277  DESIGNATION -  C 239
 SN1277  PID         -  SN1277
 SN1277  STATE/COUNTY-  ND/WARD
 SN1277  USGS QUAD   -  LAKE VERNON (1980)
 SN1277
 SN1277                         *CURRENT SURVEY CONTROL
 SN1277  ___________________________________________________________________
 SN1277* NAD 83(1986)-  47 58 43.     (N)    101 33 03.     (W)     SCALED    
 SN1277* NAVD 88     -       627.866  (meters)    2059.92   (feet)  ADJUSTED  
 SN1277  ___________________________________________________________________
 SN1277  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 SN1277  DYNAMIC HT  -         627.948 (meters)    2060.19  (feet)  COMP
 SN1277  MODELED GRAV-     980,722.0   (mgal)                       NAVD 88
 SN1277
 SN1277  VERT ORDER  -  SECOND    CLASS 0
 SN1277
 SN1277.The horizontal coordinates were scaled from a topographic map and have
 SN1277.an estimated accuracy of +/- 6 seconds.
 SN1277
 SN1277.The orthometric height was determined by differential leveling
 SN1277.and adjusted by the National Geodetic Survey in June 1991..
 SN1277
 SN1277.The geoid height was determined by GEOID03.
 SN1277
 SN1277.The dynamic height is computed by dividing the NAVD 88
 SN1277.geopotential number by the normal gravity value computed on the
 SN1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1277.degrees latitude (g = 980.6199 gals.).
 SN1277
 SN1277.The modeled gravity was interpolated from observed gravity values.
 SN1277
 SN1277;                    North         East    Units  Estimated Accuracy
 SN1277;SPC ND N     -   109,340.      521,560.      MT  (+/- 180 meters Scaled)
 SN1277
 SN1277                          SUPERSEDED SURVEY CONTROL
 SN1277
 SN1277  NGVD 29 (??/??/92)  627.458  (m)         2058.59   (f) ADJ UNCH    2 0
 SN1277
 SN1277.Superseded values are not recommended for survey control.
 SN1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1277.See file dsdata.txt to determine how the superseded data were derived.
 SN1277
 SN1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU096170(NAD 83)
 SN1277_MARKER: DB = BENCH MARK DISK
 SN1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1277_STAMPING: C 239 1962
 SN1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1277+STABILITY: SURFACE MOTION
 SN1277
 SN1277  HISTORY     - Date     Condition        Report By
 SN1277  HISTORY     - 1962     MONUMENTED       CGS
 SN1277
 SN1277                          STATION DESCRIPTION
 SN1277
 SN1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1277'10.8 MI NW FROM DOUGLAS.
 SN1277'ABOUT 8.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1277'AT DOUGLAS, THENCE 2.3 MILES WEST ALONG STATE HIGHWAY 23, 99 FEET
 SN1277'NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 SN1277'NORTH, 90 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET EAST OF
 SN1277'THE CENTERLINE OF THE ROAD, 13 FEET SOUTH OF A POWER POLE, 7 FEET EAST
 SN1277'OF A FENCE CORNER, 1.5 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A METAL
 SN1277'WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 SN1277'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK CAN
 SN1277'ALSO BE REACHED BY GOING 3.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM
 SN1277'THE RAILROAD CROSSING AT RYDER, THENCE 6.0 MILES EAST ALONG STATE
 SN1277'HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0142 ***********************************************************************
 TG0142  DESIGNATION -  C 240
 TG0142  PID         -  TG0142
 TG0142  STATE/COUNTY-  ND/MOUNTRAIL
 TG0142  USGS QUAD   -  COULEE (1949)
 TG0142
 TG0142                         *CURRENT SURVEY CONTROL
 TG0142  ___________________________________________________________________
 TG0142* NAD 83(1986)-  48 32 46.     (N)    102 00 59.     (W)     SCALED    
 TG0142* NAVD 88     -       630.470  (meters)    2068.47   (feet)  ADJUSTED  
 TG0142  ___________________________________________________________________
 TG0142  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TG0142  DYNAMIC HT  -         630.586 (meters)    2068.85  (feet)  COMP
 TG0142  MODELED GRAV-     980,774.1   (mgal)                       NAVD 88
 TG0142
 TG0142  VERT ORDER  -  SECOND    CLASS 0
 TG0142
 TG0142.The horizontal coordinates were scaled from a topographic map and have
 TG0142.an estimated accuracy of +/- 6 seconds.
 TG0142
 TG0142.The orthometric height was determined by differential leveling
 TG0142.and adjusted by the National Geodetic Survey in June 1991..
 TG0142
 TG0142.The geoid height was determined by GEOID03.
 TG0142
 TG0142.The dynamic height is computed by dividing the NAVD 88
 TG0142.geopotential number by the normal gravity value computed on the
 TG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0142.degrees latitude (g = 980.6199 gals.).
 TG0142
 TG0142.The modeled gravity was interpolated from observed gravity values.
 TG0142
 TG0142;                    North         East    Units  Estimated Accuracy
 TG0142;SPC ND N     -   173,010.      488,050.      MT  (+/- 180 meters Scaled)
 TG0142
 TG0142                          SUPERSEDED SURVEY CONTROL
 TG0142
 TG0142  NGVD 29 (??/??/92)  630.066  (m)         2067.14   (f) ADJ UNCH    2 0
 TG0142
 TG0142.Superseded values are not recommended for survey control.
 TG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0142.See file dsdata.txt to determine how the superseded data were derived.
 TG0142
 TG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201813(NAD 83)
 TG0142_MARKER: DB = BENCH MARK DISK
 TG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0142_STAMPING: C 240 1963
 TG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0142+STABILITY: SURFACE MOTION
 TG0142
 TG0142  HISTORY     - Date     Condition        Report By
 TG0142  HISTORY     - 1963     MONUMENTED       CGS
 TG0142  HISTORY     - 1964     GOOD             NGS
 TG0142
 TG0142                          STATION DESCRIPTION
 TG0142
 TG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0142'0.3 MI W FROM COULEE.
 TG0142'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0142'RAILWAY STATION AT COULEE, 75.5 FEET SOUTHEAST OF THE CENTER OF THE
 TG0142'INTERSECTION OF A GRAVELED ROAD, 65.0 FEET SOUTH OF THE CENTERLINE OF
 TG0142'THE HIGHWAY, 37.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.0 FEET
 TG0142'SOUTH OF A FENCE CORNER, 5.0 FEET NORTHWEST OF A TELEPHONE POLE, 3.0
 TG0142'FEET WEST OF A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 TG0142'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TG0142'POST PROJECTING 4 INCHES, S 2, R 88 W, T 158 N.  NOTE-- MARK RECOVERED
 TG0142'ABOUT 110 FT S OF THE CENTERLINE OF THE NEW HIGHWAY, ABOUT 30 FT E OF
 TG0142'THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 2 FEET NORTH OF A METAL
 TG0142'WITNESS POST.
 TG0142
 TG0142                          STATION RECOVERY (1964)
 TG0142
 TG0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TG0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0146 ***********************************************************************
 TG0146  DESIGNATION -  C 241
 TG0146  PID         -  TG0146
 TG0146  STATE/COUNTY-  ND/MOUNTRAIL
 TG0146  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0146
 TG0146                         *CURRENT SURVEY CONTROL
 TG0146  ___________________________________________________________________
 TG0146* NAD 83(1986)-  48 31 03.     (N)    102 12 46.     (W)     SCALED    
 TG0146* NAVD 88     -       696.794  (meters)    2286.07   (feet)  ADJUSTED  
 TG0146  ___________________________________________________________________
 TG0146  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TG0146  DYNAMIC HT  -         696.911 (meters)    2286.45  (feet)  COMP
 TG0146  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TG0146
 TG0146  VERT ORDER  -  SECOND    CLASS 0
 TG0146
 TG0146.The horizontal coordinates were scaled from a topographic map and have
 TG0146.an estimated accuracy of +/- 6 seconds.
 TG0146
 TG0146.The orthometric height was determined by differential leveling
 TG0146.and adjusted by the National Geodetic Survey in June 1991..
 TG0146
 TG0146.The geoid height was determined by GEOID03.
 TG0146
 TG0146.The dynamic height is computed by dividing the NAVD 88
 TG0146.geopotential number by the normal gravity value computed on the
 TG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0146.degrees latitude (g = 980.6199 gals.).
 TG0146
 TG0146.The modeled gravity was interpolated from observed gravity values.
 TG0146
 TG0146;                    North         East    Units  Estimated Accuracy
 TG0146;SPC ND N     -   170,130.      473,480.      MT  (+/- 180 meters Scaled)
 TG0146
 TG0146                          SUPERSEDED SURVEY CONTROL
 TG0146
 TG0146  NGVD 29 (??/??/92)  696.363  (m)         2284.65   (f) ADJ UNCH    2 0
 TG0146
 TG0146.Superseded values are not recommended for survey control.
 TG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0146.See file dsdata.txt to determine how the superseded data were derived.
 TG0146
 TG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058775(NAD 83)
 TG0146_MARKER: DB = BENCH MARK DISK
 TG0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0146_STAMPING: C 241 1963
 TG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0146+STABILITY: SURFACE MOTION
 TG0146
 TG0146  HISTORY     - Date     Condition        Report By
 TG0146  HISTORY     - 1963     MONUMENTED       CGS
 TG0146
 TG0146                          STATION DESCRIPTION
 TG0146
 TG0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0146'13.0 MI N FROM PALERMO.
 TG0146'ABOUT 13.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND
 TG0146'U.S. HIGHWAY 2 AT PALERMO, 64 FEET NORTHWEST OF THE CENTER OF THE
 TG0146'JUNCTION OF A GRAVELED ROAD LEADING WEST, 52 FEET WEST OF THE
 TG0146'CENTERLINE OF THE ROAD LEADING NORTH, 37.5 FEET NORTH OF THE
 TG0146'CENTERLINE OF THE ROAD LEADING WEST, 17 FEET NORTH OF THE NORTH END OF
 TG0146'AN 18-INCH PIPE CULVERT UNDER THE ROAD LEADING WEST, 8.5 FEET NORTH OF
 TG0146'A FENCE CORNER, 2.0 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 TG0146'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0146'TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 7, R 89 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0518 ***********************************************************************
 TG0518  DESIGNATION -  C 242
 TG0518  PID         -  TG0518
 TG0518  STATE/COUNTY-  ND/MOUNTRAIL
 TG0518  USGS QUAD   -  BELDEN SE (1981)
 TG0518
 TG0518                         *CURRENT SURVEY CONTROL
 TG0518  ___________________________________________________________________
 TG0518* NAD 83(1986)-  48 07 27.     (N)    102 21 10.     (W)     SCALED    
 TG0518* NAVD 88     -       717.317  (meters)    2353.40   (feet)  ADJUSTED  
 TG0518  ___________________________________________________________________
 TG0518  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG0518  DYNAMIC HT  -         717.417 (meters)    2353.73  (feet)  COMP
 TG0518  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 TG0518
 TG0518  VERT ORDER  -  SECOND    CLASS 0
 TG0518
 TG0518.The horizontal coordinates were scaled from a topographic map and have
 TG0518.an estimated accuracy of +/- 6 seconds.
 TG0518
 TG0518.The orthometric height was determined by differential leveling
 TG0518.and adjusted by the National Geodetic Survey in June 1991..
 TG0518
 TG0518.The geoid height was determined by GEOID03.
 TG0518
 TG0518.The dynamic height is computed by dividing the NAVD 88
 TG0518.geopotential number by the normal gravity value computed on the
 TG0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0518.degrees latitude (g = 980.6199 gals.).
 TG0518
 TG0518.The modeled gravity was interpolated from observed gravity values.
 TG0518
 TG0518;                    North         East    Units  Estimated Accuracy
 TG0518;SPC ND N     -   126,650.      462,090.      MT  (+/- 180 meters Scaled)
 TG0518
 TG0518                          SUPERSEDED SURVEY CONTROL
 TG0518
 TG0518  NGVD 29 (??/??/92)  716.857  (m)         2351.89   (f) ADJ UNCH    2 0
 TG0518
 TG0518.Superseded values are not recommended for survey control.
 TG0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0518.See file dsdata.txt to determine how the superseded data were derived.
 TG0518
 TG0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP969334(NAD 83)
 TG0518_MARKER: DB = BENCH MARK DISK
 TG0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0518_STAMPING: C 242 1963
 TG0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0518+STABILITY: SURFACE MOTION
 TG0518
 TG0518  HISTORY     - Date     Condition        Report By
 TG0518  HISTORY     - 1963     MONUMENTED       CGS
 TG0518
 TG0518                          STATION DESCRIPTION
 TG0518
 TG0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0518'2.1 MI S FROM BELDEN.
 TG0518'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0518'BELDEN, ABOUT 100 YARDS SOUTHEAST ACROSS THE HIGHWAY FROM THE
 TG0518'SOUTHEAST CORNER OF A SMALL WHITE SCHOOL, 145 FEET SOUTHEAST OF THE
 TG0518'CENTER OF A GRAVELED ROAD INTERSECTION, 135 FEET EAST OF THE
 TG0518'CENTERLINE OF THE HIGHWAY, 51 FEET SOUTH OF THE CENTERLINE OF THE
 TG0518'GRAVELED ROAD, 2.5 FEET EAST OF A POWER POLE, 1.4 FEET WEST OF A METAL
 TG0518'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TG0518'CONCRETE POST PROJECTING 6 INCHES, S 35, R 91 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1281 ***********************************************************************
 TF1281  DESIGNATION -  C 243
 TF1281  PID         -  TF1281
 TF1281  STATE/COUNTY-  ND/MOUNTRAIL
 TF1281  USGS QUAD   -  PLAZA (1980)
 TF1281
 TF1281                         *CURRENT SURVEY CONTROL
 TF1281  ___________________________________________________________________
 TF1281* NAD 83(1986)-  48 00 25.     (N)    101 57 30.     (W)     SCALED    
 TF1281* NAVD 88     -       635.092  (meters)    2083.63   (feet)  ADJUSTED  
 TF1281  ___________________________________________________________________
 TF1281  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TF1281  DYNAMIC HT  -         635.183 (meters)    2083.93  (feet)  COMP
 TF1281  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 TF1281
 TF1281  VERT ORDER  -  SECOND    CLASS 0
 TF1281
 TF1281.The horizontal coordinates were scaled from a topographic map and have
 TF1281.an estimated accuracy of +/- 6 seconds.
 TF1281
 TF1281.The orthometric height was determined by differential leveling
 TF1281.and adjusted by the National Geodetic Survey in June 1991..
 TF1281
 TF1281.The geoid height was determined by GEOID03.
 TF1281
 TF1281.The dynamic height is computed by dividing the NAVD 88
 TF1281.geopotential number by the normal gravity value computed on the
 TF1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1281.degrees latitude (g = 980.6199 gals.).
 TF1281
 TF1281.The modeled gravity was interpolated from observed gravity values.
 TF1281
 TF1281;                    North         East    Units  Estimated Accuracy
 TF1281;SPC ND N     -   112,980.      491,200.      MT  (+/- 180 meters Scaled)
 TF1281
 TF1281                          SUPERSEDED SURVEY CONTROL
 TF1281
 TF1281  NGVD 29 (??/??/92)  634.666  (m)         2082.23   (f) ADJ UNCH    2 0
 TF1281
 TF1281.Superseded values are not recommended for survey control.
 TF1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1281.See file dsdata.txt to determine how the superseded data were derived.
 TF1281
 TF1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU793213(NAD 83)
 TF1281_MARKER: DB = BENCH MARK DISK
 TF1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1281_STAMPING: C 243 1963
 TF1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1281+STABILITY: SURFACE MOTION
 TF1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF1281+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 TF1281
 TF1281  HISTORY     - Date     Condition        Report By
 TF1281  HISTORY     - 1963     MONUMENTED       CGS
 TF1281  HISTORY     - 20000714 GOOD             DUCKS
 TF1281
 TF1281                          STATION DESCRIPTION
 TF1281
 TF1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1281'1.0 MI S FROM PLAZA.
 TF1281'1.0 MILE SOUTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1281'AT PLAZA, 69.7 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TF1281'TRACK ROAD, 61.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 34
 TF1281'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 3.0 FEET WEST OF
 TF1281'TELEPHONE POLE NO. 1, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 TF1281'FEET BELOW THE LEVEL OF THE PAVED ROAD, AND SET IN THE TOP OF A
 TF1281'CONCRETE POST PROJECTING 0.6 FOOT, S 8, R 88 W, T 152 N.
 TF1281
 TF1281                          STATION RECOVERY (2000)
 TF1281
 TF1281'RECOVERY NOTE BY DUCKS UNLIMITED 2000 (GLJ)
 TF1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1333 ***********************************************************************
 TF1333  DESIGNATION -  C 244
 TF1333  PID         -  TF1333
 TF1333  STATE/COUNTY-  ND/WARD
 TF1333  USGS QUAD   -  PLAZA SE (1980)
 TF1333
 TF1333                         *CURRENT SURVEY CONTROL
 TF1333  ___________________________________________________________________
 TF1333* NAD 83(1986)-  48 03 07.     (N)    101 50 08.     (W)     SCALED    
 TF1333* NAVD 88     -       637.197  (meters)    2090.54   (feet)  ADJUSTED  
 TF1333  ___________________________________________________________________
 TF1333  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TF1333  DYNAMIC HT  -         637.288 (meters)    2090.84  (feet)  COMP
 TF1333  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TF1333
 TF1333  VERT ORDER  -  SECOND    CLASS 0
 TF1333
 TF1333.The horizontal coordinates were scaled from a topographic map and have
 TF1333.an estimated accuracy of +/- 6 seconds.
 TF1333
 TF1333.The orthometric height was determined by differential leveling
 TF1333.and adjusted by the National Geodetic Survey in June 1991..
 TF1333
 TF1333.The geoid height was determined by GEOID03.
 TF1333
 TF1333.The dynamic height is computed by dividing the NAVD 88
 TF1333.geopotential number by the normal gravity value computed on the
 TF1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1333.degrees latitude (g = 980.6199 gals.).
 TF1333
 TF1333.The modeled gravity was interpolated from observed gravity values.
 TF1333
 TF1333;                    North         East    Units  Estimated Accuracy
 TF1333;SPC ND N     -   117,820.      500,450.      MT  (+/- 180 meters Scaled)
 TF1333
 TF1333                          SUPERSEDED SURVEY CONTROL
 TF1333
 TF1333  NGVD 29 (??/??/92)  636.775  (m)         2089.15   (f) ADJ UNCH    2 0
 TF1333
 TF1333.Superseded values are not recommended for survey control.
 TF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1333.See file dsdata.txt to determine how the superseded data were derived.
 TF1333
 TF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU887259(NAD 83)
 TF1333_MARKER: DB = BENCH MARK DISK
 TF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1333_STAMPING: C 244 1963
 TF1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1333+STABILITY: SURFACE MOTION
 TF1333
 TF1333  HISTORY     - Date     Condition        Report By
 TF1333  HISTORY     - 1963     MONUMENTED       CGS
 TF1333
 TF1333                          STATION DESCRIPTION
 TF1333
 TF1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1333'8.5 MI NE FROM PLAZA.
 TF1333'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1333'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1333'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 6.0 MILES EAST
 TF1333'ALONG A COUNTY ROAD, 89.0 FEET SOUTHEAST OF THE CENTER OF THE
 TF1333'INTERSECTION OF A NORTH-SOUTH ROAD, 73.0 FEET SOUTH OF THE CENTERLINE
 TF1333'OF THE EAST-WEST ROAD, 47.0 FEET EAST OF THE CENTERLINE OF THE
 TF1333'NORTH-SOUTH ROAD, 5.0 FEET SOUTH OF A POWER POLE BRACED BY A GUY WIRE,
 TF1333'1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EASTWEST
 TF1333'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 26,
 TF1333'R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0689 ***********************************************************************
 TG0689  DESIGNATION -  C 245
 TG0689  PID         -  TG0689
 TG0689  STATE/COUNTY-  ND/MOUNTRAIL
 TG0689  USGS QUAD   -  EPWORTH (1981)
 TG0689
 TG0689                         *CURRENT SURVEY CONTROL
 TG0689  ___________________________________________________________________
 TG0689* NAD 83(1986)-  48 06 36.     (N)    102 10 53.     (W)     SCALED    
 TG0689* NAVD 88     -       657.199  (meters)    2156.16   (feet)  ADJUSTED  
 TG0689  ___________________________________________________________________
 TG0689  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG0689  DYNAMIC HT  -         657.297 (meters)    2156.48  (feet)  COMP
 TG0689  MODELED GRAV-     980,738.0   (mgal)                       NAVD 88
 TG0689
 TG0689  VERT ORDER  -  SECOND    CLASS 0
 TG0689
 TG0689.The horizontal coordinates were scaled from a topographic map and have
 TG0689.an estimated accuracy of +/- 6 seconds.
 TG0689
 TG0689.The orthometric height was determined by differential leveling
 TG0689.and adjusted by the National Geodetic Survey in June 1991..
 TG0689
 TG0689.The geoid height was determined by GEOID03.
 TG0689
 TG0689.The dynamic height is computed by dividing the NAVD 88
 TG0689.geopotential number by the normal gravity value computed on the
 TG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0689.degrees latitude (g = 980.6199 gals.).
 TG0689
 TG0689.The modeled gravity was interpolated from observed gravity values.
 TG0689
 TG0689;                    North         East    Units  Estimated Accuracy
 TG0689;SPC ND N     -   124,780.      474,810.      MT  (+/- 180 meters Scaled)
 TG0689
 TG0689                          SUPERSEDED SURVEY CONTROL
 TG0689
 TG0689  NGVD 29 (??/??/92)  656.760  (m)         2154.72   (f) ADJ UNCH    2 0
 TG0689
 TG0689.Superseded values are not recommended for survey control.
 TG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0689.See file dsdata.txt to determine how the superseded data were derived.
 TG0689
 TG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP097323(NAD 83)
 TG0689_MARKER: DB = BENCH MARK DISK
 TG0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0689_STAMPING: C 245 1963
 TG0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0689+STABILITY: SURFACE MOTION
 TG0689
 TG0689  HISTORY     - Date     Condition        Report By
 TG0689  HISTORY     - 1963     MONUMENTED       CGS
 TG0689
 TG0689                          STATION DESCRIPTION
 TG0689
 TG0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0689'13.1 MI NW FROM PARSHALL.
 TG0689'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0689'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0689'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0689'A GRAVELED COUNTY ROAD, THENCE 6.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0689'ROAD, 73.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 TG0689'EAST-WEST ROAD, 62.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 TG0689'ROAD, 45.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 20.0
 TG0689'FEET WEST OF A FENCE CORNER, 2.6 FEET SOUTHWEST OF THE WEST END OF A
 TG0689'WIRE GATE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 TG0689'THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0689'POST PROJECTING 0.6 FOOT, S 36, R 90 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1296 ***********************************************************************
 TF1296  DESIGNATION -  C 246
 TF1296  PID         -  TF1296
 TF1296  STATE/COUNTY-  ND/WARD
 TF1296  USGS QUAD   -  PLAZA SE (1980)
 TF1296
 TF1296                         *CURRENT SURVEY CONTROL
 TF1296  ___________________________________________________________________
 TF1296* NAD 83(1986)-  48 05 44.     (N)    101 51 27.     (W)     SCALED    
 TF1296* NAVD 88     -       638.943  (meters)    2096.27   (feet)  ADJUSTED  
 TF1296  ___________________________________________________________________
 TF1296  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TF1296  DYNAMIC HT  -         639.037 (meters)    2096.57  (feet)  COMP
 TF1296  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TF1296
 TF1296  VERT ORDER  -  SECOND    CLASS 0
 TF1296
 TF1296.The horizontal coordinates were scaled from a topographic map and have
 TF1296.an estimated accuracy of +/- 6 seconds.
 TF1296
 TF1296.The orthometric height was determined by differential leveling
 TF1296.and adjusted by the National Geodetic Survey in June 1991..
 TF1296
 TF1296.The geoid height was determined by GEOID03.
 TF1296
 TF1296.The dynamic height is computed by dividing the NAVD 88
 TF1296.geopotential number by the normal gravity value computed on the
 TF1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1296.degrees latitude (g = 980.6199 gals.).
 TF1296
 TF1296.The modeled gravity was interpolated from observed gravity values.
 TF1296
 TF1296;                    North         East    Units  Estimated Accuracy
 TF1296;SPC ND N     -   122,700.      498,900.      MT  (+/- 180 meters Scaled)
 TF1296
 TF1296                          SUPERSEDED SURVEY CONTROL
 TF1296
 TF1296  NGVD 29 (??/??/92)  638.518  (m)         2094.87   (f) ADJ UNCH    2 0
 TF1296
 TF1296.Superseded values are not recommended for survey control.
 TF1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1296.See file dsdata.txt to determine how the superseded data were derived.
 TF1296
 TF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU872308(NAD 83)
 TF1296_MARKER: DB = BENCH MARK DISK
 TF1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1296_STAMPING: C 246 1963
 TF1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1296+STABILITY: SURFACE MOTION
 TF1296
 TF1296  HISTORY     - Date     Condition        Report By
 TF1296  HISTORY     - 1963     MONUMENTED       CGS
 TF1296
 TF1296                          STATION DESCRIPTION
 TF1296
 TF1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1296'13.0 MI NW FROM MAKOTI.
 TF1296'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1296'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1296'THENCE 5.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES
 TF1296'WEST ALONG A GRAVELED COUNTY ROAD, 63.0 FEET SOUTHEAST OF THE CENTER
 TF1296'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 46.0 FEET EAST OF THE
 TF1296'CENTERLINE OF THE NORTH-SOUTH ROAD, 41.0 FEET SOUTH OF THE CENTERLINE
 TF1296'OF THE EAST-WEST ROAD, 4.0 FEET EAST OF A POWER POLE BRACED BY A GUY
 TF1296'WIRE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF1296'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TF1296'FOOT, S 10, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0765 ***********************************************************************
 TG0765  DESIGNATION -  C 247
 TG0765  PID         -  TG0765
 TG0765  STATE/COUNTY-  ND/MOUNTRAIL
 TG0765  USGS QUAD   -  BLAISDELL (1981)
 TG0765
 TG0765                         *CURRENT SURVEY CONTROL
 TG0765  ___________________________________________________________________
 TG0765* NAD 83(1986)-  48 15 16.     (N)    102 04 25.     (W)     SCALED    
 TG0765* NAVD 88     -       658.454  (meters)    2160.28   (feet)  ADJUSTED  
 TG0765  ___________________________________________________________________
 TG0765  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TG0765  DYNAMIC HT  -         658.559 (meters)    2160.62  (feet)  COMP
 TG0765  MODELED GRAV-     980,748.5   (mgal)                       NAVD 88
 TG0765
 TG0765  VERT ORDER  -  SECOND    CLASS 0
 TG0765
 TG0765.The horizontal coordinates were scaled from a topographic map and have
 TG0765.an estimated accuracy of +/- 6 seconds.
 TG0765
 TG0765.The orthometric height was determined by differential leveling
 TG0765.and adjusted by the National Geodetic Survey in June 1991..
 TG0765
 TG0765.The geoid height was determined by GEOID03.
 TG0765
 TG0765.The dynamic height is computed by dividing the NAVD 88
 TG0765.geopotential number by the normal gravity value computed on the
 TG0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0765.degrees latitude (g = 980.6199 gals.).
 TG0765
 TG0765.The modeled gravity was interpolated from observed gravity values.
 TG0765
 TG0765;                    North         East    Units  Estimated Accuracy
 TG0765;SPC ND N     -   140,670.      483,160.      MT  (+/- 180 meters Scaled)
 TG0765
 TG0765                          SUPERSEDED SURVEY CONTROL
 TG0765
 TG0765  NGVD 29 (??/??/92)  658.014  (m)         2158.83   (f) ADJ UNCH    2 0
 TG0765
 TG0765.Superseded values are not recommended for survey control.
 TG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0765.See file dsdata.txt to determine how the superseded data were derived.
 TG0765
 TG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP172487(NAD 83)
 TG0765_MARKER: DB = BENCH MARK DISK
 TG0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0765_STAMPING: C 247 1963
 TG0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0765+STABILITY: SURFACE MOTION
 TG0765
 TG0765  HISTORY     - Date     Condition        Report By
 TG0765  HISTORY     - 1963     MONUMENTED       CGS
 TG0765
 TG0765                          STATION DESCRIPTION
 TG0765
 TG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0765'6.8 MI S FROM BLAISDELL.
 TG0765'ABOUT 6.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0765'STATION AT BLAISDELL, 52 FEET SOUTHWEST OF THE CENTER OF THE
 TG0765'T-JUNCTION OF A TRACK ROAD LEADING WEST, 44 FEET WEST OF THE
 TG0765'CENTERLINE OF THE GRAVELED ROAD, 28 FEET SOUTH OF THE CENTERLINE OF
 TG0765'THE TRACK ROAD, 5 FEET NORTH OF A POWER POLE, 1.5 FEET EAST OF A METAL
 TG0765'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD,
 TG0765'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 14, R 89
 TG0765'W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1218 ***********************************************************************
 SN1218  DESIGNATION -  C 248
 SN1218  PID         -  SN1218
 SN1218  STATE/COUNTY-  ND/MCLEAN
 SN1218  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1218
 SN1218                         *CURRENT SURVEY CONTROL
 SN1218  ___________________________________________________________________
 SN1218* NAD 83(1986)-  47 42 11.     (N)    101 53 35.     (W)     SCALED    
 SN1218* NAVD 88     -       610.619  (meters)    2003.34   (feet)  ADJUSTED  
 SN1218  ___________________________________________________________________
 SN1218  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 SN1218  DYNAMIC HT  -         610.685 (meters)    2003.56  (feet)  COMP
 SN1218  MODELED GRAV-     980,700.1   (mgal)                       NAVD 88
 SN1218
 SN1218  VERT ORDER  -  SECOND    CLASS 0
 SN1218
 SN1218.The horizontal coordinates were scaled from a topographic map and have
 SN1218.an estimated accuracy of +/- 6 seconds.
 SN1218
 SN1218.The orthometric height was determined by differential leveling
 SN1218.and adjusted by the National Geodetic Survey in June 1991..
 SN1218
 SN1218.The geoid height was determined by GEOID03.
 SN1218
 SN1218.The dynamic height is computed by dividing the NAVD 88
 SN1218.geopotential number by the normal gravity value computed on the
 SN1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1218.degrees latitude (g = 980.6199 gals.).
 SN1218
 SN1218.The modeled gravity was interpolated from observed gravity values.
 SN1218
 SN1218;                    North         East    Units  Estimated Accuracy
 SN1218;SPC ND N     -    79,110.      495,460.      MT  (+/- 180 meters Scaled)
 SN1218
 SN1218                          SUPERSEDED SURVEY CONTROL
 SN1218
 SN1218  NGVD 29 (??/??/92)  610.199  (m)         2001.96   (f) ADJ UNCH    2 0
 SN1218
 SN1218.Superseded values are not recommended for survey control.
 SN1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1218.See file dsdata.txt to determine how the superseded data were derived.
 SN1218
 SN1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT829873(NAD 83)
 SN1218_MARKER: DB = BENCH MARK DISK
 SN1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1218_STAMPING: C 248 1963
 SN1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1218+STABILITY: SURFACE MOTION
 SN1218
 SN1218  HISTORY     - Date     Condition        Report By
 SN1218  HISTORY     - 1963     MONUMENTED       CGS
 SN1218
 SN1218                          STATION DESCRIPTION
 SN1218
 SN1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1218'5.65 MI SW FROM ROSEGLEN.
 SN1218'ABOUT 2.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1218'MAIN STREET AT ROSEGLEN, THENCE 3.0 MILES SOUTH ALONG A GRAVELED
 SN1218'COUNTY ROAD, 52.0 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 SN1218'AN EAST-WEST ROAD, 39.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 29.0
 SN1218'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.5 FEET SOUTHEAST
 SN1218'OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 SN1218'WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1218'PROJECTING 0.6 FOOT, S 24, R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0168 ***********************************************************************
 SN0168  DESIGNATION -  C 249
 SN0168  PID         -  SN0168
 SN0168  STATE/COUNTY-  ND/MCLEAN
 SN0168  USGS QUAD   -  TURTLE CREEK NW (1980)
 SN0168
 SN0168                         *CURRENT SURVEY CONTROL
 SN0168  ___________________________________________________________________
 SN0168* NAD 83(1986)-  47 28 22.     (N)    100 58 17.     (W)     SCALED    
 SN0168* NAVD 88     -       604.607  (meters)    1983.61   (feet)  ADJUSTED  
 SN0168  ___________________________________________________________________
 SN0168  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SN0168  DYNAMIC HT  -         604.662 (meters)    1983.80  (feet)  COMP
 SN0168  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 SN0168
 SN0168  VERT ORDER  -  SECOND    CLASS 0
 SN0168
 SN0168.The horizontal coordinates were scaled from a topographic map and have
 SN0168.an estimated accuracy of +/- 6 seconds.
 SN0168
 SN0168.The orthometric height was determined by differential leveling
 SN0168.and adjusted by the National Geodetic Survey in June 1991..
 SN0168
 SN0168.The geoid height was determined by GEOID03.
 SN0168
 SN0168.The dynamic height is computed by dividing the NAVD 88
 SN0168.geopotential number by the normal gravity value computed on the
 SN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0168.degrees latitude (g = 980.6199 gals.).
 SN0168
 SN0168.The modeled gravity was interpolated from observed gravity values.
 SN0168
 SN0168;                    North         East    Units  Estimated Accuracy
 SN0168;SPC ND N     -    52,670.      564,470.      MT  (+/- 180 meters Scaled)
 SN0168
 SN0168                          SUPERSEDED SURVEY CONTROL
 SN0168
 SN0168  NGVD 29 (??/??/92)  604.200  (m)         1982.28   (f) ADJ UNCH    2 0
 SN0168
 SN0168.Superseded values are not recommended for survey control.
 SN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0168.See file dsdata.txt to determine how the superseded data were derived.
 SN0168
 SN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT514595(NAD 83)
 SN0168_MARKER: DB = BENCH MARK DISK
 SN0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0168_STAMPING: C 249 1963
 SN0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0168+STABILITY: SURFACE MOTION
 SN0168
 SN0168  HISTORY     - Date     Condition        Report By
 SN0168  HISTORY     - 1963     MONUMENTED       CGS
 SN0168
 SN0168                          STATION DESCRIPTION
 SN0168
 SN0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0168'7.2 MI SW FROM TURTLE LAKE.
 SN0168'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET FROM THE RAILWAY STATION AT
 SN0168'TURTLE LAKE, THENCE 3.8 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 SN0168'THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 60 FEET SOUTHEAST
 SN0168'OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 48 FEET EAST
 SN0168'OF THE CENTERLINE OF THE ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE
 SN0168'EAST-WEST ROAD, 3.5 FEET WEST OF POWER POLE NO. 120 WHICH IS BRACED BY
 SN0168'TWO GUY WIRES, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 SN0168'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 SN0168'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1251 ***********************************************************************
 TF1251  DESIGNATION -  C 250
 TF1251  PID         -  TF1251
 TF1251  STATE/COUNTY-  ND/MOUNTRAIL
 TF1251  USGS QUAD   -  PLAZA NW (1981)
 TF1251
 TF1251                         *CURRENT SURVEY CONTROL
 TF1251  ___________________________________________________________________
 TF1251* NAD 83(1986)-  48 14 26.     (N)    101 57 54.     (W)     SCALED    
 TF1251* NAVD 88     -       646.133  (meters)    2119.85   (feet)  ADJUSTED  
 TF1251  ___________________________________________________________________
 TF1251  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TF1251  DYNAMIC HT  -         646.231 (meters)    2120.18  (feet)  COMP
 TF1251  MODELED GRAV-     980,741.6   (mgal)                       NAVD 88
 TF1251
 TF1251  VERT ORDER  -  SECOND    CLASS 0
 TF1251
 TF1251.The horizontal coordinates were scaled from a topographic map and have
 TF1251.an estimated accuracy of +/- 6 seconds.
 TF1251
 TF1251.The orthometric height was determined by differential leveling
 TF1251.and adjusted by the National Geodetic Survey in June 1991..
 TF1251
 TF1251.The geoid height was determined by GEOID03.
 TF1251
 TF1251.The dynamic height is computed by dividing the NAVD 88
 TF1251.geopotential number by the normal gravity value computed on the
 TF1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1251.degrees latitude (g = 980.6199 gals.).
 TF1251
 TF1251.The modeled gravity was interpolated from observed gravity values.
 TF1251
 TF1251;                    North         East    Units  Estimated Accuracy
 TF1251;SPC ND N     -   138,960.      491,200.      MT  (+/- 180 meters Scaled)
 TF1251
 TF1251                          SUPERSEDED SURVEY CONTROL
 TF1251
 TF1251  NGVD 29 (??/??/92)  645.695  (m)         2118.42   (f) ADJ UNCH    2 0
 TF1251
 TF1251.Superseded values are not recommended for survey control.
 TF1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1251.See file dsdata.txt to determine how the superseded data were derived.
 TF1251
 TF1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU798472(NAD 83)
 TF1251_MARKER: DB = BENCH MARK DISK
 TF1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1251_STAMPING: C 250 1963
 TF1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1251+STABILITY: SURFACE MOTION
 TF1251
 TF1251  HISTORY     - Date     Condition        Report By
 TF1251  HISTORY     - 1963     MONUMENTED       CGS
 TF1251
 TF1251                          STATION DESCRIPTION
 TF1251
 TF1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1251'8.2 MI S FROM TAGUS.
 TF1251'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1251'TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 7.7 MILES
 TF1251'SOUTH ALONG A GRAVELED COUNTY ROAD, 66 FEET NORTHEAST OF THE CENTER OF
 TF1251'THE INTERSECTION OF AN EAST-WEST ROAD, 50 FEET EAST OF THE CENTERLINE
 TF1251'OF THE NORTH-SOUTH ROAD, 47 FEET NORTH OF THE CENTERLINE OF THE
 TF1251'EAST-WEST ROAD, 6 FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF A METAL
 TF1251'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD,
 TF1251'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 14, R 88
 TF1251'W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0546 ***********************************************************************
 TG0546  DESIGNATION -  C 251
 TG0546  PID         -  TG0546
 TG0546  STATE/COUNTY-  ND/MOUNTRAIL
 TG0546  USGS QUAD   -  STANLEY (1981)
 TG0546
 TG0546                         *CURRENT SURVEY CONTROL
 TG0546  ___________________________________________________________________
 TG0546* NAD 83(1986)-  48 22 21.     (N)    102 23 48.     (W)     SCALED    
 TG0546* NAVD 88     -       674.856  (meters)    2214.09   (feet)  ADJUSTED  
 TG0546  ___________________________________________________________________
 TG0546  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0546  DYNAMIC HT  -         674.966 (meters)    2214.45  (feet)  COMP
 TG0546  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TG0546
 TG0546  VERT ORDER  -  SECOND    CLASS 0
 TG0546
 TG0546.The horizontal coordinates were scaled from a topographic map and have
 TG0546.an estimated accuracy of +/- 6 seconds.
 TG0546
 TG0546.The orthometric height was determined by differential leveling
 TG0546.and adjusted by the National Geodetic Survey in June 1991..
 TG0546
 TG0546.The geoid height was determined by GEOID03.
 TG0546
 TG0546.The dynamic height is computed by dividing the NAVD 88
 TG0546.geopotential number by the normal gravity value computed on the
 TG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0546.degrees latitude (g = 980.6199 gals.).
 TG0546
 TG0546.The modeled gravity was interpolated from observed gravity values.
 TG0546
 TG0546;                    North         East    Units  Estimated Accuracy
 TG0546;SPC ND N     -   154,330.      459,500.      MT  (+/- 180 meters Scaled)
 TG0546
 TG0546                          SUPERSEDED SURVEY CONTROL
 TG0546
 TG0546  NGVD 29 (??/??/92)  674.405  (m)         2212.61   (f) ADJ UNCH    2 0
 TG0546
 TG0546.Superseded values are not recommended for survey control.
 TG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0546.See file dsdata.txt to determine how the superseded data were derived.
 TG0546
 TG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP927609(NAD 83)
 TG0546_MARKER: DB = BENCH MARK DISK
 TG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0546_STAMPING: C 251 1963
 TG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0546+STABILITY: SURFACE MOTION
 TG0546
 TG0546  HISTORY     - Date     Condition        Report By
 TG0546  HISTORY     - 1963     MONUMENTED       CGS
 TG0546  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0546
 TG0546                          STATION DESCRIPTION
 TG0546
 TG0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0546'3.7 MI N FROM STANLEY.
 TG0546'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0546'STANLEY, ABOUT 1.1 MILES NORTH OF A GRAVELED ROAD INTERSECTION, AT THE
 TG0546'CREST OF A LONG HILL, 84 FEET NORTHEAST OF THE INTERSECTION OF A FARM
 TG0546'ROAD, 77 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET SOUTHEAST
 TG0546'OF THE EAST END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY, 31 FEET
 TG0546'NORTH OF THE CENTERLINE OF THE FARM ROAD, 2 FEET SOUTH OF A TELEPHONE
 TG0546'POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET NORTH OF A METAL WITNESS
 TG0546'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TG0546'POST PROJECTING 3 INCHES, S 35, R 91 W, T 157 N.
 TG0546
 TG0546                          STATION RECOVERY (1981)
 TG0546
 TG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0850 ***********************************************************************
 TG0850  DESIGNATION -  C 252
 TG0850  PID         -  TG0850
 TG0850  STATE/COUNTY-  ND/WILLIAMS
 TG0850  USGS QUAD   -  TIOGA (1979)
 TG0850
 TG0850                         *CURRENT SURVEY CONTROL
 TG0850  ___________________________________________________________________
 TG0850* NAD 83(1986)-  48 23 51.     (N)    102 57 25.     (W)     SCALED    
 TG0850* NAVD 88     -       691.028  (meters)    2267.15   (feet)  ADJUSTED  
 TG0850  ___________________________________________________________________
 TG0850  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0850  DYNAMIC HT  -         691.119 (meters)    2267.45  (feet)  COMP
 TG0850  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 TG0850
 TG0850  VERT ORDER  -  FIRST     CLASS II
 TG0850
 TG0850.The horizontal coordinates were scaled from a topographic map and have
 TG0850.an estimated accuracy of +/- 6 seconds.
 TG0850
 TG0850.The orthometric height was determined by differential leveling
 TG0850.and adjusted by the National Geodetic Survey in June 1991..
 TG0850
 TG0850.The geoid height was determined by GEOID03.
 TG0850
 TG0850.The dynamic height is computed by dividing the NAVD 88
 TG0850.geopotential number by the normal gravity value computed on the
 TG0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0850.degrees latitude (g = 980.6199 gals.).
 TG0850
 TG0850.The modeled gravity was interpolated from observed gravity values.
 TG0850
 TG0850;                    North         East    Units  Estimated Accuracy
 TG0850;SPC ND N     -   158,280.      418,100.      MT  (+/- 180 meters Scaled)
 TG0850
 TG0850                          SUPERSEDED SURVEY CONTROL
 TG0850
 TG0850  NGVD 29 (??/??/92)  690.528  (m)         2265.51   (f) ADJ UNCH    1 2
 TG0850
 TG0850.Superseded values are not recommended for survey control.
 TG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0850.See file dsdata.txt to determine how the superseded data were derived.
 TG0850
 TG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP512624(NAD 83)
 TG0850_MARKER: DB = BENCH MARK DISK
 TG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0850_STAMPING: C 252 1963
 TG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0850+STABILITY: SURFACE MOTION
 TG0850
 TG0850  HISTORY     - Date     Condition        Report By
 TG0850  HISTORY     - 1963     MONUMENTED       CGS
 TG0850
 TG0850                          STATION DESCRIPTION
 TG0850
 TG0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0850'1.0 MI W FROM TIOGA.
 TG0850'1.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0850'TIOGA, ABOUT 0.3 MILE WEST OF A GRAVELED ROAD CROSSING, ABOUT 0.2 MILE
 TG0850'EAST OF MILEPOST 83, AT THE WEST END OF A LOW FILL ACROSS A LOW SWAMPY
 TG0850'AREA, 85.1 FEET SOUTH OF THE SOUTH RAIL, 12.5 FEET NORTH OF A FENCE,
 TG0850'2.5 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF POLES, 1.3
 TG0850'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0850'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S
 TG0850'28, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0799 ***********************************************************************
 SN0799  DESIGNATION -  C 253
 SN0799  PID         -  SN0799
 SN0799  STATE/COUNTY-  ND/WARD
 SN0799  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0799
 SN0799                         *CURRENT SURVEY CONTROL
 SN0799  ___________________________________________________________________
 SN0799* NAD 83(1986)-  47 51 41.     (N)    101 26 45.     (W)     SCALED    
 SN0799* NAVD 88     -       635.652  (meters)    2085.47   (feet)  ADJUSTED  
 SN0799  ___________________________________________________________________
 SN0799  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SN0799  DYNAMIC HT  -         635.725 (meters)    2085.71  (feet)  COMP
 SN0799  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 SN0799
 SN0799  VERT ORDER  -  SECOND    CLASS 0
 SN0799
 SN0799.The horizontal coordinates were scaled from a topographic map and have
 SN0799.an estimated accuracy of +/- 6 seconds.
 SN0799
 SN0799.The orthometric height was determined by differential leveling
 SN0799.and adjusted by the National Geodetic Survey in June 1991..
 SN0799
 SN0799.The geoid height was determined by GEOID03.
 SN0799
 SN0799.The dynamic height is computed by dividing the NAVD 88
 SN0799.geopotential number by the normal gravity value computed on the
 SN0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0799.degrees latitude (g = 980.6199 gals.).
 SN0799
 SN0799.The modeled gravity was interpolated from observed gravity values.
 SN0799
 SN0799;                    North         East    Units  Estimated Accuracy
 SN0799;SPC ND N     -    96,200.      529,230.      MT  (+/- 180 meters Scaled)
 SN0799
 SN0799                          SUPERSEDED SURVEY CONTROL
 SN0799
 SN0799  NGVD 29 (??/??/92)  635.25   (m)         2084.1    (f) COMPUTED    2 0
 SN0799
 SN0799.Superseded values are not recommended for survey control.
 SN0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0799.See file dsdata.txt to determine how the superseded data were derived.
 SN0799
 SN0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU170037(NAD 83)
 SN0799_MARKER: DB = BENCH MARK DISK
 SN0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0799_STAMPING: C 253 1963
 SN0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0799+STABILITY: SURFACE MOTION
 SN0799
 SN0799  HISTORY     - Date     Condition        Report By
 SN0799  HISTORY     - 1963     MONUMENTED       CGS
 SN0799
 SN0799                          STATION DESCRIPTION
 SN0799
 SN0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0799'2.9 MI E FROM DOUGLAS.
 SN0799'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0799'STATION AT DOUGLAS, THENCE 2.7 MILES EAST ALONG STATE HIGHWAY 53, 121
 SN0799'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SN0799'ROAD, 103 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 59 FEET WEST OF
 SN0799'THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF A POWER POLE, 3.0 FEET
 SN0799'EAST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 SN0799'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN0799'PROJECTING 0.4 FOOT S 29, R 84 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0792 ***********************************************************************
 TG0792  DESIGNATION -  C 254
 TG0792  PID         -  TG0792
 TG0792  STATE/COUNTY-  ND/MOUNTRAIL
 TG0792  USGS QUAD   -  STANLEY (1981)
 TG0792
 TG0792                         *CURRENT SURVEY CONTROL
 TG0792  ___________________________________________________________________
 TG0792* NAD 83(1986)-  48 16 09.     (N)    102 27 41.     (W)     SCALED    
 TG0792* NAVD 88     -       721.213  (meters)    2366.18   (feet)  ADJUSTED  
 TG0792  ___________________________________________________________________
 TG0792  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0792  DYNAMIC HT  -         721.321 (meters)    2366.53  (feet)  COMP
 TG0792  MODELED GRAV-     980,736.7   (mgal)                       NAVD 88
 TG0792
 TG0792  VERT ORDER  -  SECOND    CLASS 0
 TG0792
 TG0792.The horizontal coordinates were scaled from a topographic map and have
 TG0792.an estimated accuracy of +/- 6 seconds.
 TG0792
 TG0792.The orthometric height was determined by differential leveling
 TG0792.and adjusted by the National Geodetic Survey in June 1991..
 TG0792
 TG0792.The geoid height was determined by GEOID03.
 TG0792
 TG0792.The dynamic height is computed by dividing the NAVD 88
 TG0792.geopotential number by the normal gravity value computed on the
 TG0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0792.degrees latitude (g = 980.6199 gals.).
 TG0792
 TG0792.The modeled gravity was interpolated from observed gravity values.
 TG0792
 TG0792;                    North         East    Units  Estimated Accuracy
 TG0792;SPC ND N     -   142,960.      454,420.      MT  (+/- 180 meters Scaled)
 TG0792
 TG0792                          SUPERSEDED SURVEY CONTROL
 TG0792
 TG0792  NGVD 29 (??/??/92)  720.748  (m)         2364.65   (f) ADJ UNCH    2 0
 TG0792
 TG0792.Superseded values are not recommended for survey control.
 TG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0792.See file dsdata.txt to determine how the superseded data were derived.
 TG0792
 TG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP883493(NAD 83)
 TG0792_MARKER: DB = BENCH MARK DISK
 TG0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0792_STAMPING: C 254 1963
 TG0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0792+STABILITY: SURFACE MOTION
 TG0792
 TG0792  HISTORY     - Date     Condition        Report By
 TG0792  HISTORY     - 1963     MONUMENTED       CGS
 TG0792  HISTORY     - 1981     GOOD             NGS
 TG0792
 TG0792                          STATION DESCRIPTION
 TG0792
 TG0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0792'6.4 MI SW FROM STANLEY.
 TG0792'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0792'AT STANLEY, THENCE 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 85
 TG0792'FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING WEST,
 TG0792'69 FEET WEST OF THE CENTERLINE OF THE ROAD, 57 FEET NORTH OF THE
 TG0792'CENTERLINE OF THE ROAD LEADING WEST, 105 FEET SOUTHEAST OF THE
 TG0792'SOUTHEAST CORNER OF AN ABANDONED SCHOOL, 30 FEET NORTHWEST OF A
 TG0792'TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.5 FEET EAST OF A METAL
 TG0792'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG0792'CONCRETE POST PROJECTING 0.6 FOOT, S 2, R 92 W, T 155 N.
 TG0792
 TG0792                          STATION RECOVERY (1981)
 TG0792
 TG0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0130 ***********************************************************************
 TG0130  DESIGNATION -  C 255
 TG0130  PID         -  TG0130
 TG0130  STATE/COUNTY-  ND/MOUNTRAIL
 TG0130  USGS QUAD   -  COULEE (1949)
 TG0130
 TG0130                         *CURRENT SURVEY CONTROL
 TG0130  ___________________________________________________________________
 TG0130* NAD 83(1986)-  48 32 47.     (N)    102 07 30.     (W)     SCALED    
 TG0130* NAVD 88     -       699.645  (meters)    2295.42   (feet)  ADJUSTED  
 TG0130  ___________________________________________________________________
 TG0130  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG0130  DYNAMIC HT  -         699.766 (meters)    2295.82  (feet)  COMP
 TG0130  MODELED GRAV-     980,759.8   (mgal)                       NAVD 88
 TG0130
 TG0130  VERT ORDER  -  SECOND    CLASS 0
 TG0130
 TG0130.The horizontal coordinates were scaled from a topographic map and have
 TG0130.an estimated accuracy of +/- 6 seconds.
 TG0130
 TG0130.The orthometric height was determined by differential leveling
 TG0130.and adjusted by the National Geodetic Survey in June 1991..
 TG0130
 TG0130.The geoid height was determined by GEOID03.
 TG0130
 TG0130.The dynamic height is computed by dividing the NAVD 88
 TG0130.geopotential number by the normal gravity value computed on the
 TG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0130.degrees latitude (g = 980.6199 gals.).
 TG0130
 TG0130.The modeled gravity was interpolated from observed gravity values.
 TG0130
 TG0130;                    North         East    Units  Estimated Accuracy
 TG0130;SPC ND N     -   173,200.      480,030.      MT  (+/- 180 meters Scaled)
 TG0130
 TG0130                          SUPERSEDED SURVEY CONTROL
 TG0130
 TG0130  NGVD 29 (??/??/92)  699.224  (m)         2294.04   (f) ADJ UNCH    2 0
 TG0130
 TG0130.Superseded values are not recommended for survey control.
 TG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0130.See file dsdata.txt to determine how the superseded data were derived.
 TG0130
 TG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP121810(NAD 83)
 TG0130_MARKER: DB = BENCH MARK DISK
 TG0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0130_STAMPING: C 255 1963
 TG0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0130+STABILITY: SURFACE MOTION
 TG0130
 TG0130  HISTORY     - Date     Condition        Report By
 TG0130  HISTORY     - 1963     MONUMENTED       CGS
 TG0130
 TG0130                          STATION DESCRIPTION
 TG0130
 TG0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0130'5.3 MI W FROM COULEE.
 TG0130'ABOUT 5.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0130'RAILWAY STATION AT COULEE, AT THE NORTHWEST CORNER OF S 7, R 89 W, T
 TG0130'158 N, 133 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF WARD
 TG0130'COUNTY ROAD NO. 1, 128 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33
 TG0130'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH AWAY FROM WARD
 TG0130'COUNTY ROAD NO. 1, 1.5 FEET WEST OF A FENCE, 1.9 FEET NORTH OF A METAL
 TG0130'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG0130'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1222 ***********************************************************************
 TE1222  DESIGNATION -  C 256
 TE1222  PID         -  TE1222
 TE1222  STATE/COUNTY-  ND/RAMSEY
 TE1222  USGS QUAD   -  PENN (1994)
 TE1222
 TE1222                         *CURRENT SURVEY CONTROL
 TE1222  ___________________________________________________________________
 TE1222* NAD 83(1986)-  48 14 01.     (N)    099 07 17.     (W)     SCALED    
 TE1222* NAVD 88     -       445.602  (meters)    1461.95   (feet)  ADJUSTED  
 TE1222  ___________________________________________________________________
 TE1222  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 TE1222  DYNAMIC HT  -         445.684 (meters)    1462.21  (feet)  COMP
 TE1222  MODELED GRAV-     980,780.5   (mgal)                       NAVD 88
 TE1222
 TE1222  VERT ORDER  -  FIRST     CLASS II
 TE1222
 TE1222.The horizontal coordinates were scaled from a topographic map and have
 TE1222.an estimated accuracy of +/- 6 seconds.
 TE1222
 TE1222.The orthometric height was determined by differential leveling
 TE1222.and adjusted by the National Geodetic Survey in June 1991..
 TE1222
 TE1222.The geoid height was determined by GEOID03.
 TE1222
 TE1222.The dynamic height is computed by dividing the NAVD 88
 TE1222.geopotential number by the normal gravity value computed on the
 TE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1222.degrees latitude (g = 980.6199 gals.).
 TE1222
 TE1222.The modeled gravity was interpolated from observed gravity values.
 TE1222
 TE1222;                    North         East    Units  Estimated Accuracy
 TE1222;SPC ND N     -   138,070.      702,400.      MT  (+/- 180 meters Scaled)
 TE1222
 TE1222                          SUPERSEDED SURVEY CONTROL
 TE1222
 TE1222  NGVD 29 (??/??/92)  445.235  (m)         1460.74   (f) ADJ UNCH    1 2
 TE1222
 TE1222.Superseded values are not recommended for survey control.
 TE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1222.See file dsdata.txt to determine how the superseded data were derived.
 TE1222
 TE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU909422(NAD 83)
 TE1222_MARKER: DB = BENCH MARK DISK
 TE1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1222_STAMPING: C 256 1963
 TE1222_MARK LOGO: CGS   
 TE1222_PROJECTION: FLUSH
 TE1222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1222+STABILITY: SURFACE MOTION
 TE1222
 TE1222  HISTORY     - Date     Condition        Report By
 TE1222  HISTORY     - 1963     MONUMENTED       CGS
 TE1222  HISTORY     - 1982     GOOD             NGS
 TE1222  HISTORY     - 19840815 GOOD             NGS
 TE1222
 TE1222                          STATION DESCRIPTION
 TE1222
 TE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1222'1.8 MI NW FROM PENN.
 TE1222'ABOUT 1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1222'STATION AT PENN, IN S 22, R 66 W, T 155 N, BETWEEN THE TRACK AND U.S.
 TE1222'HIGHWAY 2, 245 FEET WEST ACROSS THE TRACK FROM MILEPOST 100, 130 FEET
 TE1222'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 93.3 FEET SOUTHWEST OF THE
 TE1222'SOUTHWEST RAIL, 35.0 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 1.4
 TE1222'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 TE1222'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TE1222'CONCRETE POST PROJECTING 5 INCHES.
 TE1222
 TE1222                          STATION RECOVERY (1982)
 TE1222
 TE1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1222'8.7 KM (5.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 TE1222'OF U.S. HIGHWAY 281 ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS FERRY,
 TE1222'74.6 METERS (245.0 FT) WEST AND ACROSS TRACKS FROM RAILROAD MILEPOST
 TE1222'100, 39.6 METERS (130.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 TE1222'HIGHWAY, 29.3 METERS (93.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL, AND
 TE1222'10.6 METERS (35.0 FT) EAST OF A RIGHT-OF-WAY MARKER.
 TE1222'THE MARK IS 0.43 METERS  NW FROM A WITNESS POST.
 TE1222
 TE1222                          STATION RECOVERY (1984)
 TE1222
 TE1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TE1222'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTHWEST OF PENN, ALONG
 TE1222'THE NORTH SIDE OF HIGHWAY 2, SOUTH OF THE RAILROAD TRACK.  TO REACH
 TE1222'THE STATION FROM THE JUNCTION OF HIGHWAY 2 AND THE MAIN NORTH-SOUTH
 TE1222'STREET, ON THE SOUTH EDGE OF PENN, GO NORTHWEST ON HIGHWAY 2 FROM 2.8
 TE1222'KM (1.75 MI) TO THE MARK ON THE RIGHT.
 TE1222' 
 TE1222'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED--C 256 1963--,
 TE1222'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN
 TE1222'DIAMETER AND FLUSH WITH THE SURFACE.  IT IS 39.6 M (129.9 FT)
 TE1222'NORTHEAST OF CENTER OF WEST BOUND LANES OF HIGHWAY 2, 28.4 M (93.2 FT)
 TE1222'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK AND 0.45 M (1.48
 TE1222'FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0679 ***********************************************************************
 TE0679  DESIGNATION -  C 257
 TE0679  PID         -  TE0679
 TE0679  STATE/COUNTY-  ND/RAMSEY
 TE0679  USGS QUAD   -  CRARY (1994)
 TE0679
 TE0679                         *CURRENT SURVEY CONTROL
 TE0679  ___________________________________________________________________
 TE0679* NAD 83(1986)-  48 04 43.     (N)    098 39 49.     (W)     SCALED    
 TE0679* NAVD 88     -       450.479  (meters)    1477.95   (feet)  ADJUSTED  
 TE0679  ___________________________________________________________________
 TE0679  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE0679  DYNAMIC HT  -         450.553 (meters)    1478.19  (feet)  COMP
 TE0679  MODELED GRAV-     980,761.9   (mgal)                       NAVD 88
 TE0679
 TE0679  VERT ORDER  -  FIRST     CLASS II
 TE0679
 TE0679.The horizontal coordinates were scaled from a topographic map and have
 TE0679.an estimated accuracy of +/- 6 seconds.
 TE0679
 TE0679.The orthometric height was determined by differential leveling
 TE0679.and adjusted by the National Geodetic Survey in June 1991..
 TE0679
 TE0679.The geoid height was determined by GEOID03.
 TE0679
 TE0679.The dynamic height is computed by dividing the NAVD 88
 TE0679.geopotential number by the normal gravity value computed on the
 TE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0679.degrees latitude (g = 980.6199 gals.).
 TE0679
 TE0679.The modeled gravity was interpolated from observed gravity values.
 TE0679
 TE0679;                    North         East    Units  Estimated Accuracy
 TE0679;SPC ND N     -   121,550.      736,810.      MT  (+/- 180 meters Scaled)
 TE0679
 TE0679                          SUPERSEDED SURVEY CONTROL
 TE0679
 TE0679  NGVD 29 (??/??/92)  450.100  (m)         1476.70   (f) ADJ UNCH    1 2
 TE0679
 TE0679.Superseded values are not recommended for survey control.
 TE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0679.See file dsdata.txt to determine how the superseded data were derived.
 TE0679
 TE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU250250(NAD 83)
 TE0679_MARKER: DB = BENCH MARK DISK
 TE0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0679_STAMPING: C 257 1963
 TE0679_MARK LOGO: CGS   
 TE0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0679+STABILITY: SURFACE MOTION
 TE0679
 TE0679  HISTORY     - Date     Condition        Report By
 TE0679  HISTORY     - 1963     MONUMENTED       CGS
 TE0679  HISTORY     - 1982     GOOD             NGS
 TE0679
 TE0679                          STATION DESCRIPTION
 TE0679
 TE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0679'1.4 MI NW FROM CRARY.
 TE0679'ABOUT 1.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0679'STATION AT CRARY, IN S 18, R 62 W, T 153 N, ABOUT 0.1 MILE SOUTHEAST
 TE0679'OF MILEPOST 76, AT THE SOUTHEAST END OF A LONG FILL, 156 FEET SOUTH OF
 TE0679'THE CENTER OF THE Y-JUNCTION OF A ROAD WHICH PARALLELS THE TRACK AND A
 TE0679'GRAVELED ROAD LEADING EAST, 42.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TE0679'46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 5.5 FEET SOUTHEAST
 TE0679'OF THE 5TH TELEGRAPH POLE SOUTHEAST OF THE MILEPOST, 1.6 FEET
 TE0679'NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE0679'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0679
 TE0679                          STATION RECOVERY (1982)
 TE0679
 TE0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0679'RECOVERED THIS DATE, TOO FAR OFF LEVEL LINE, CHANGE GREAT NORTHERN
 TE0679'RAILROAD TO BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0335 ***********************************************************************
 TE0335  DESIGNATION -  C 258
 TE0335  PID         -  TE0335
 TE0335  STATE/COUNTY-  ND/NELSON
 TE0335  USGS QUAD   -  LAKOTA (1983)
 TE0335
 TE0335                         *CURRENT SURVEY CONTROL
 TE0335  ___________________________________________________________________
 TE0335* NAD 83(1986)-  48 06 28.     (N)    098 21 20.     (W)     SCALED    
 TE0335* NAVD 88     -       461.351  (meters)    1513.62   (feet)  ADJUSTED  
 TE0335  ___________________________________________________________________
 TE0335  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0335  DYNAMIC HT  -         461.429 (meters)    1513.87  (feet)  COMP
 TE0335  MODELED GRAV-     980,765.1   (mgal)                       NAVD 88
 TE0335
 TE0335  VERT ORDER  -  SECOND    CLASS 0
 TE0335
 TE0335.The horizontal coordinates were scaled from a topographic map and have
 TE0335.an estimated accuracy of +/- 6 seconds.
 TE0335
 TE0335.The orthometric height was determined by differential leveling
 TE0335.and adjusted by the National Geodetic Survey in June 1991..
 TE0335
 TE0335.The geoid height was determined by GEOID03.
 TE0335
 TE0335.The dynamic height is computed by dividing the NAVD 88
 TE0335.geopotential number by the normal gravity value computed on the
 TE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0335.degrees latitude (g = 980.6199 gals.).
 TE0335
 TE0335.The modeled gravity was interpolated from observed gravity values.
 TE0335
 TE0335;                    North         East    Units  Estimated Accuracy
 TE0335;SPC ND N     -   125,390.      759,670.      MT  (+/- 180 meters Scaled)
 TE0335
 TE0335                          SUPERSEDED SURVEY CONTROL
 TE0335
 TE0335  NGVD 29 (??/??/92)  460.976  (m)         1512.39   (f) ADJ UNCH    2 0
 TE0335
 TE0335.Superseded values are not recommended for survey control.
 TE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0335.See file dsdata.txt to determine how the superseded data were derived.
 TE0335
 TE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU479284(NAD 83)
 TE0335_MARKER: DB = BENCH MARK DISK
 TE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0335_STAMPING: C 258 1963
 TE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0335+STABILITY: SURFACE MOTION
 TE0335
 TE0335  HISTORY     - Date     Condition        Report By
 TE0335  HISTORY     - 1963     MONUMENTED       CGS
 TE0335
 TE0335                          STATION DESCRIPTION
 TE0335
 TE0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0335'4.8 MI N FROM LAKOTA.
 TE0335'4.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0335'JUNCTION AT LAKOTA, IN S 3, R 60 W, T 153 N, ABOUT 0.2 MILE SOUTH OF
 TE0335'MILEPOST 5, 74 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING,
 TE0335'55.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45.5 FEET EAST OF THE
 TE0335'EAST RAIL, 2.5 FEET WEST OF A FENCE, 1.9 FEET NORTH OF A METAL WITNESS
 TE0335'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0335'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0723 ***********************************************************************
 TE0723  DESIGNATION -  C 259
 TE0723  PID         -  TE0723
 TE0723  STATE/COUNTY-  ND/RAMSEY
 TE0723  USGS QUAD   -  DERRICK (1972)
 TE0723
 TE0723                         *CURRENT SURVEY CONTROL
 TE0723  ___________________________________________________________________
 TE0723* NAD 83(1986)-  48 26 53.     (N)    098 30 50.     (W)     SCALED    
 TE0723* NAVD 88     -       465.511  (meters)    1527.26   (feet)  ADJUSTED  
 TE0723  ___________________________________________________________________
 TE0723  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 TE0723  DYNAMIC HT  -         465.603 (meters)    1527.57  (feet)  COMP
 TE0723  MODELED GRAV-     980,792.9   (mgal)                       NAVD 88
 TE0723
 TE0723  VERT ORDER  -  SECOND    CLASS 0
 TE0723
 TE0723.The horizontal coordinates were scaled from a topographic map and have
 TE0723.an estimated accuracy of +/- 6 seconds.
 TE0723
 TE0723.The orthometric height was determined by differential leveling
 TE0723.and adjusted by the National Geodetic Survey in June 1991..
 TE0723
 TE0723.The geoid height was determined by GEOID03.
 TE0723
 TE0723.The dynamic height is computed by dividing the NAVD 88
 TE0723.geopotential number by the normal gravity value computed on the
 TE0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0723.degrees latitude (g = 980.6199 gals.).
 TE0723
 TE0723.The modeled gravity was interpolated from observed gravity values.
 TE0723
 TE0723;                    North         East    Units  Estimated Accuracy
 TE0723;SPC ND N     -   162,890.      746,900.      MT  (+/- 180 meters Scaled)
 TE0723
 TE0723                          SUPERSEDED SURVEY CONTROL
 TE0723
 TE0723  NGVD 29 (??/??/92)  465.130  (m)         1526.01   (f) ADJ UNCH    2 0
 TE0723
 TE0723.Superseded values are not recommended for survey control.
 TE0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0723.See file dsdata.txt to determine how the superseded data were derived.
 TE0723
 TE0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU359662(NAD 83)
 TE0723_MARKER: DB = BENCH MARK DISK
 TE0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0723_STAMPING: C 259 1963
 TE0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0723+STABILITY: SURFACE MOTION
 TE0723
 TE0723  HISTORY     - Date     Condition        Report By
 TE0723  HISTORY     - 1963     MONUMENTED       CGS
 TE0723
 TE0723                          STATION DESCRIPTION
 TE0723
 TE0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0723'3.7 MI NW FROM EDMORE.
 TE0723'ABOUT 3.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0723'STATION AT EDMORE, IN S 4, R 61 W, T 157 N, ABOUT 0.3 MILE SOUTHEAST
 TE0723'OF MILEPOST 31, 79.5 FEET WEST OF THE CENTER OF THE CROSSING OF COUNTY
 TE0723'ROAD 4, 40.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.5 FEET NORTHWEST
 TE0723'OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 1.7 FEET
 TE0723'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0723'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0723'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 2.8 MILES SOUTHEAST
 TE0723'ALONG  ONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT DERRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0075 ***********************************************************************
 RQ0075  DESIGNATION -  C 26
 RQ0075  PID         -  RQ0075
 RQ0075  STATE/COUNTY-  ND/DICKEY
 RQ0075  USGS QUAD   -  GUELPH (1955)
 RQ0075
 RQ0075                         *CURRENT SURVEY CONTROL
 RQ0075  ___________________________________________________________________
 RQ0075* NAD 83(1986)-  46 00 30.     (N)    098 07 40.     (W)     SCALED    
 RQ0075* NAVD 88     -       396.821  (meters)    1301.90   (feet)  ADJUSTED  
 RQ0075  ___________________________________________________________________
 RQ0075  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 RQ0075  DYNAMIC HT  -         396.807 (meters)    1301.86  (feet)  COMP
 RQ0075  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 RQ0075
 RQ0075  VERT ORDER  -  FIRST     CLASS II
 RQ0075
 RQ0075.The horizontal coordinates were scaled from a topographic map and have
 RQ0075.an estimated accuracy of +/- 6 seconds.
 RQ0075
 RQ0075.The orthometric height was determined by differential leveling
 RQ0075.and adjusted by the National Geodetic Survey in June 1991..
 RQ0075
 RQ0075.The geoid height was determined by GEOID03.
 RQ0075
 RQ0075.The dynamic height is computed by dividing the NAVD 88
 RQ0075.geopotential number by the normal gravity value computed on the
 RQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0075.degrees latitude (g = 980.6199 gals.).
 RQ0075
 RQ0075.The modeled gravity was interpolated from observed gravity values.
 RQ0075
 RQ0075;                    North         East    Units  Estimated Accuracy
 RQ0075;SPC ND S     -    40,750.      783,710.      MT  (+/- 180 meters Scaled)
 RQ0075
 RQ0075                          SUPERSEDED SURVEY CONTROL
 RQ0075
 RQ0075  NGVD 29 (??/??/92)  396.498  (m)         1300.84   (f) ADJ UNCH    1 2
 RQ0075
 RQ0075.Superseded values are not recommended for survey control.
 RQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0075.See file dsdata.txt to determine how the superseded data were derived.
 RQ0075
 RQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR675953(NAD 83)
 RQ0075_MARKER: DB = BENCH MARK DISK
 RQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0075_STAMPING: C 26 1934
 RQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0075+STABILITY: SURFACE MOTION
 RQ0075
 RQ0075  HISTORY     - Date     Condition        Report By
 RQ0075  HISTORY     - 1934     MONUMENTED       CGS
 RQ0075  HISTORY     - 1941     GOOD             NGS
 RQ0075
 RQ0075                          STATION DESCRIPTION
 RQ0075
 RQ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0075'IN LUDDEN.
 RQ0075'AT LUDDEN, DICKEY COUNTY, ABOUT 200 FEET SOUTH OF THE CHICAGO AND
 RQ0075'NORTH WESTERN RAILWAY STATION, AT MILEPOST 126, AT THE CROSSING OF
 RQ0075'STATE HIGHWAY 1, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34
 RQ0075'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 3 FEET SOUTH OF A POLE.
 RQ0075'A STANDARD DISK, STAMPED C 26 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0075'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0326 ***********************************************************************
 TE0326  DESIGNATION -  C 260
 TE0326  PID         -  TE0326
 TE0326  STATE/COUNTY-  ND/NELSON
 TE0326  USGS QUAD   -  LAKOTA (1983)
 TE0326
 TE0326                         *CURRENT SURVEY CONTROL
 TE0326  ___________________________________________________________________
 TE0326* NAD 83(1986)-  48 04 43.     (N)    098 20 09.     (W)     SCALED    
 TE0326* NAVD 88     -       461.536  (meters)    1514.22   (feet)  ADJUSTED  
 TE0326  ___________________________________________________________________
 TE0326  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0326  DYNAMIC HT  -         461.613 (meters)    1514.48  (feet)  COMP
 TE0326  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 TE0326
 TE0326  VERT ORDER  -  SECOND    CLASS 0
 TE0326
 TE0326.The horizontal coordinates were scaled from a topographic map and have
 TE0326.an estimated accuracy of +/- 6 seconds.
 TE0326
 TE0326.The orthometric height was determined by differential leveling
 TE0326.and adjusted by the National Geodetic Survey in June 1991..
 TE0326
 TE0326.The geoid height was determined by GEOID03.
 TE0326
 TE0326.The dynamic height is computed by dividing the NAVD 88
 TE0326.geopotential number by the normal gravity value computed on the
 TE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0326.degrees latitude (g = 980.6199 gals.).
 TE0326
 TE0326.The modeled gravity was interpolated from observed gravity values.
 TE0326
 TE0326;                    North         East    Units  Estimated Accuracy
 TE0326;SPC ND N     -   122,190.      761,230.      MT  (+/- 180 meters Scaled)
 TE0326
 TE0326                          SUPERSEDED SURVEY CONTROL
 TE0326
 TE0326  NGVD 29 (??/??/92)  461.16   (m)         1513.0    (f) COMPUTED    2 0
 TE0326
 TE0326.Superseded values are not recommended for survey control.
 TE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0326.See file dsdata.txt to determine how the superseded data were derived.
 TE0326
 TE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU494252(NAD 83)
 TE0326_MARKER: DB = BENCH MARK DISK
 TE0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0326_STAMPING: C 260 1960
 TE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0326+STABILITY: SURFACE MOTION
 TE0326
 TE0326  HISTORY     - Date     Condition        Report By
 TE0326  HISTORY     - 1960     MONUMENTED       CGS
 TE0326  HISTORY     - 1963     GOOD             NGS
 TE0326
 TE0326                          STATION DESCRIPTION
 TE0326
 TE0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0326'2.8 MI N FROM LAKOTA.
 TE0326'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 TE0326'GREAT NORTHERN RAILWAY AT LAKOTA, OR 2.8 MILES NORTH ALONG THE GREAT
 TE0326'NORTHERN RAILWAY FROM THE RAILROAD JUNCTION AT LAKOTA, THENCE 1.0 MILE
 TE0326'EAST ALONG A GRAVELED ROAD, IN S 15, R 60 W, T 153 N, 112 FEET
 TE0326'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A
 TE0326'GRAVELED ROAD, 102 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 44.5
 TE0326'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTH OF A POWER
 TE0326'POLE AND IN LINE WITH A ROW OF POLES, 1.4 FEET NORTH OF A METAL
 TE0326'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TE0326'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0369 ***********************************************************************
 SL0369  DESIGNATION -  C 261
 SL0369  PID         -  SL0369
 SL0369  STATE/COUNTY-  ND/GRAND FORKS
 SL0369  USGS QUAD   -  GRAND FORKS (1994)
 SL0369
 SL0369                         *CURRENT SURVEY CONTROL
 SL0369  ___________________________________________________________________
 SL0369* NAD 83(1986)-  47 55 09.     (N)    097 03 39.     (W)     SCALED    
 SL0369* NAVD 88     -       254.178  (meters)     833.92   (feet)  ADJUSTED  
 SL0369  ___________________________________________________________________
 SL0369  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL0369  DYNAMIC HT  -         254.227 (meters)     834.08  (feet)  COMP
 SL0369  MODELED GRAV-     980,794.7   (mgal)                       NAVD 88
 SL0369
 SL0369  VERT ORDER  -  FIRST     CLASS II
 SL0369
 SL0369.The horizontal coordinates were scaled from a topographic map and have
 SL0369.an estimated accuracy of +/- 6 seconds.
 SL0369
 SL0369.The orthometric height was determined by differential leveling
 SL0369.and adjusted by the National Geodetic Survey in June 1991..
 SL0369
 SL0369.The geoid height was determined by GEOID03.
 SL0369
 SL0369.The dynamic height is computed by dividing the NAVD 88
 SL0369.geopotential number by the normal gravity value computed on the
 SL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0369.degrees latitude (g = 980.6199 gals.).
 SL0369
 SL0369.The modeled gravity was interpolated from observed gravity values.
 SL0369
 SL0369;                    North         East    Units  Estimated Accuracy
 SL0369;SPC ND N     -   107,930.      856,950.      MT  (+/- 180 meters Scaled)
 SL0369
 SL0369                          SUPERSEDED SURVEY CONTROL
 SL0369
 SL0369  NGVD 29 (??/??/92)  253.849  (m)          832.84   (f) ADJ UNCH    1 2
 SL0369
 SL0369.Superseded values are not recommended for survey control.
 SL0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0369.See file dsdata.txt to determine how the superseded data were derived.
 SL0369
 SL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU448091(NAD 83)
 SL0369_MARKER: DB = BENCH MARK DISK
 SL0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0369_SP_SET: BUILDING
 SL0369_STAMPING: C 261 1963
 SL0369_MARK LOGO: CGS   
 SL0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0369
 SL0369  HISTORY     - Date     Condition        Report By
 SL0369  HISTORY     - 1963     MONUMENTED       CGS
 SL0369  HISTORY     - 1981     GOOD             NGS
 SL0369
 SL0369                          STATION DESCRIPTION
 SL0369
 SL0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0369'IN GRAND FORKS.
 SL0369'AT GRAND FORKS, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE COAL
 SL0369'STORAGE BIN AT THE U.S. BUREAU OF MINES, DEPARTMENT OF INTERIOR 0.7
 SL0369'FOOT EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 2.0 FEET ABOVE THE
 SL0369'GROUND, AND ABOUT LEVEL WITH THE GREAT NORTHERN RAILWAY.
 SL0369
 SL0369                          STATION RECOVERY (1981)
 SL0369
 SL0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0369'NEW DESCRIPTION FOLLOWS, LOCATED AT THE SOUTHEAST CORNER OF THE
 SL0369'UNIVERSITY OF NORTH DAKOTA, AT THE JUNCTION OF NORTH 23RD STREET AND
 SL0369'DYKE AVENUE, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE OLD COAL
 SL0369'STORAGE BIN THAT AT ONE TIME WAS THE U.S. BUREAU OF MINES BUILDING, IT
 SL0369'IS AT THE PRESENT TIME THE GRAND FORKS ENERGY TECHNOLOGY CENTER
 SL0369'DEPARTMENT OF ENERGY BUILDING, 56.7 METERS (186.0 FT) WEST OF THE
 SL0369'CENTER OF NORTH 23RD STREET, 15.0 METERS (49.5 FT) NORTHWEST OF THE
 SL0369'CENTER OF TWO METAL GATES LEADING TO THE PLANT, 9.4 METERS (31.0 FT)
 SL0369'NORTHEAST OF THE SOUTHEAST CORNER OF THE GASIFICATION SUPPORT FACILITY
 SL0369'METAL BUILDING.  13.7 METERS (45.0 FT) NORTH OF THE EXTENDED
 SL0369'CENTERLINE OF DYKE AVENUE.
 SL0369'THE MARK IS 0.6 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0393 ***********************************************************************
 SL0393  DESIGNATION -  C 262
 SL0393  PID         -  SL0393
 SL0393  STATE/COUNTY-  ND/GRAND FORKS
 SL0393  USGS QUAD   -  EMERADO (1979)
 SL0393
 SL0393                         *CURRENT SURVEY CONTROL
 SL0393  ___________________________________________________________________
 SL0393* NAD 83(1986)-  47 55 07.     (N)    097 18 16.     (W)     SCALED    
 SL0393* NAVD 88     -       264.041  (meters)     866.27   (feet)  ADJUSTED  
 SL0393  ___________________________________________________________________
 SL0393  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 SL0393  DYNAMIC HT  -         264.087 (meters)     866.43  (feet)  COMP
 SL0393  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 SL0393
 SL0393  VERT ORDER  -  FIRST     CLASS II
 SL0393
 SL0393.The horizontal coordinates were scaled from a topographic map and have
 SL0393.an estimated accuracy of +/- 6 seconds.
 SL0393
 SL0393.The orthometric height was determined by differential leveling
 SL0393.and adjusted by the National Geodetic Survey in June 1991..
 SL0393.WARNING-Repeat measurements at this control monument indicate possible
 SL0393.vertical movement.
 SL0393
 SL0393.The geoid height was determined by GEOID03.
 SL0393
 SL0393.The dynamic height is computed by dividing the NAVD 88
 SL0393.geopotential number by the normal gravity value computed on the
 SL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0393.degrees latitude (g = 980.6199 gals.).
 SL0393
 SL0393.The modeled gravity was interpolated from observed gravity values.
 SL0393
 SL0393;                    North         East    Units  Estimated Accuracy
 SL0393;SPC ND N     -   107,090.      838,760.      MT  (+/- 180 meters Scaled)
 SL0393
 SL0393                          SUPERSEDED SURVEY CONTROL
 SL0393
 SL0393  NGVD 29 (??/??/92)  263.679  (m)          865.09   (f) ADJ UNCH    1 2
 SL0393
 SL0393.Superseded values are not recommended for survey control.
 SL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0393.See file dsdata.txt to determine how the superseded data were derived.
 SL0393
 SL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU266086(NAD 83)
 SL0393_MARKER: DB = BENCH MARK DISK
 SL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0393_STAMPING: C 262 1963
 SL0393_MARK LOGO: CGS   
 SL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0393+STABILITY: SURFACE MOTION
 SL0393
 SL0393  HISTORY     - Date     Condition        Report By
 SL0393  HISTORY     - 1963     MONUMENTED       CGS
 SL0393  HISTORY     - 1981     GOOD             NGS
 SL0393  HISTORY     - 20001011 POOR             AFFSA
 SL0393
 SL0393                          STATION DESCRIPTION
 SL0393
 SL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0393'3.05 MI E FROM EMERADO.
 SL0393'ABOUT 3.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0393'STATION AT EMERADO, IN S 4, R 52 W, T 151 N, 72 FEET NORTHWEST OF THE
 SL0393'CENTER OF A ROAD CROSSING, 58.5 FEET NORTH OF THE NORTH RAIL, 39.0
 SL0393'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 4.8 FEET WEST OF
 SL0393'A TELEGRAPH POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 SL0393'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SL0393'PROJECTING 0.5 FOOT.
 SL0393
 SL0393                          STATION RECOVERY (1981)
 SL0393
 SL0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0393'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0393'NORTHERN.
 SL0393
 SL0393                          STATION RECOVERY (2000)
 SL0393
 SL0393'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0393'TELEGRAPH POLE NO LONGER EXISTS, AND THE STATION NOW HAS A ORANGE NGS
 SL0393'WITNESS POST BESIDE THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0818 ***********************************************************************
 SL0818  DESIGNATION -  C 263
 SL0818  PID         -  SL0818
 SL0818  STATE/COUNTY-  ND/GRAND FORKS
 SL0818  USGS QUAD   -  LARIMORE WEST (1963)
 SL0818
 SL0818                         *CURRENT SURVEY CONTROL
 SL0818  ___________________________________________________________________
 SL0818* NAD 83(1986)-  47 55 36.     (N)    097 42 46.     (W)     SCALED    
 SL0818* NAVD 88     -       350.352  (meters)    1149.45   (feet)  ADJUSTED  
 SL0818  ___________________________________________________________________
 SL0818  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 SL0818  DYNAMIC HT  -         350.409 (meters)    1149.63  (feet)  COMP
 SL0818  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 SL0818
 SL0818  VERT ORDER  -  FIRST     CLASS II
 SL0818
 SL0818.The horizontal coordinates were scaled from a topographic map and have
 SL0818.an estimated accuracy of +/- 6 seconds.
 SL0818
 SL0818.The orthometric height was determined by differential leveling
 SL0818.and adjusted by the National Geodetic Survey in June 1991..
 SL0818
 SL0818.The geoid height was determined by GEOID03.
 SL0818
 SL0818.The dynamic height is computed by dividing the NAVD 88
 SL0818.geopotential number by the normal gravity value computed on the
 SL0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0818.degrees latitude (g = 980.6199 gals.).
 SL0818
 SL0818.The modeled gravity was interpolated from observed gravity values.
 SL0818
 SL0818;                    North         East    Units  Estimated Accuracy
 SL0818;SPC ND N     -   106,800.      808,230.      MT  (+/- 180 meters Scaled)
 SL0818
 SL0818                          SUPERSEDED SURVEY CONTROL
 SL0818
 SL0818  NGVD 29 (??/??/92)  349.990  (m)         1148.26   (f) ADJ UNCH    1 2
 SL0818
 SL0818.Superseded values are not recommended for survey control.
 SL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0818.See file dsdata.txt to determine how the superseded data were derived.
 SL0818
 SL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU961089(NAD 83)
 SL0818_MARKER: DB = BENCH MARK DISK
 SL0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0818_STAMPING: C 263 1963
 SL0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0818+STABILITY: SURFACE MOTION
 SL0818
 SL0818  HISTORY     - Date     Condition        Report By
 SL0818  HISTORY     - 1963     MONUMENTED       CGS
 SL0818  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0818
 SL0818                          STATION DESCRIPTION
 SL0818
 SL0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0818'4.65 MI NW FROM LARIMORE.
 SL0818'ABOUT 4.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0818'STATION AT LARIMORE, IN S 5, R 55 W, T 151 N, 63.5 FEET NORTHEAST OF
 SL0818'THE NORTHEAST RAIL, 29.5 FEET EAST OF MILEPOST 29, 18.0 FEET NORTHWEST
 SL0818'OF A TELEGRAPH POLE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 SL0818'8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SL0818'POST PROJECTING 0.6 FOOT.
 SL0818
 SL0818                          STATION RECOVERY (1982)
 SL0818
 SL0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0818'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0383 ***********************************************************************
 TE0383  DESIGNATION -  C 264
 TE0383  PID         -  TE0383
 TE0383  STATE/COUNTY-  ND/NELSON
 TE0383  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0383
 TE0383                         *CURRENT SURVEY CONTROL
 TE0383  ___________________________________________________________________
 TE0383* NAD 83(1986)-  48 01 31.     (N)    098 07 30.     (W)     SCALED    
 TE0383* NAVD 88     -       463.914  (meters)    1522.02   (feet)  ADJUSTED  
 TE0383  ___________________________________________________________________
 TE0383  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE0383  DYNAMIC HT  -         463.993 (meters)    1522.28  (feet)  COMP
 TE0383  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 TE0383
 TE0383  VERT ORDER  -  FIRST     CLASS II
 TE0383
 TE0383.The horizontal coordinates were scaled from a topographic map and have
 TE0383.an estimated accuracy of +/- 6 seconds.
 TE0383
 TE0383.The orthometric height was determined by differential leveling
 TE0383.and adjusted by the National Geodetic Survey in June 1991..
 TE0383.WARNING-Repeat measurements at this control monument indicate possible
 TE0383.vertical movement.
 TE0383
 TE0383.The geoid height was determined by GEOID03.
 TE0383
 TE0383.The dynamic height is computed by dividing the NAVD 88
 TE0383.geopotential number by the normal gravity value computed on the
 TE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0383.degrees latitude (g = 980.6199 gals.).
 TE0383
 TE0383.The modeled gravity was interpolated from observed gravity values.
 TE0383
 TE0383;                    North         East    Units  Estimated Accuracy
 TE0383;SPC ND N     -   116,720.      777,110.      MT  (+/- 180 meters Scaled)
 TE0383
 TE0383                          SUPERSEDED SURVEY CONTROL
 TE0383
 TE0383  NGVD 29 (??/??/92)  463.531  (m)         1520.77   (f) ADJ UNCH    1 2
 TE0383
 TE0383.Superseded values are not recommended for survey control.
 TE0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0383.See file dsdata.txt to determine how the superseded data were derived.
 TE0383
 TE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU652194(NAD 83)
 TE0383_MARKER: DB = BENCH MARK DISK
 TE0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0383_SP_SET: BUILDING
 TE0383_STAMPING: C 264 1963
 TE0383_MARK LOGO: CGS   
 TE0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0383
 TE0383  HISTORY     - Date     Condition        Report By
 TE0383  HISTORY     - 1963     MONUMENTED       CGS
 TE0383  HISTORY     - 1982     GOOD             NGS
 TE0383
 TE0383                          STATION DESCRIPTION
 TE0383
 TE0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0383'IN MICHIGAN.
 TE0383'AT MICHIGAN, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH BRICK WALL
 TE0383'OF AN ADDITION TO THE PUBLIC SCHOOL BUILDING, IN S 32, R 58 W, T 152
 TE0383'N, 33.2 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 5.3 FEET
 TE0383'EAST OF THE EXTENDED CENTERLINE OF THE MORE EASTERLY OF TWO ENTRANCES,
 TE0383'2.0 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH AN
 TE0383'EAST-WEST STREET.
 TE0383
 TE0383                          STATION RECOVERY (1982)
 TE0383
 TE0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0386 ***********************************************************************
 TE0386  DESIGNATION -  C 265
 TE0386  PID         -  TE0386
 TE0386  STATE/COUNTY-  ND/NELSON
 TE0386  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0386
 TE0386                         *CURRENT SURVEY CONTROL
 TE0386  ___________________________________________________________________
 TE0386* NAD 83(1986)-  48 01 17.     (N)    098 09 44.     (W)     SCALED    
 TE0386* NAVD 88     -       465.324  (meters)    1526.65   (feet)  ADJUSTED  
 TE0386  ___________________________________________________________________
 TE0386  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 TE0386  DYNAMIC HT  -         465.402 (meters)    1526.91  (feet)  COMP
 TE0386  MODELED GRAV-     980,765.7   (mgal)                       NAVD 88
 TE0386
 TE0386  VERT ORDER  -  FIRST     CLASS II
 TE0386
 TE0386.The horizontal coordinates were scaled from a topographic map and have
 TE0386.an estimated accuracy of +/- 6 seconds.
 TE0386
 TE0386.The orthometric height was determined by differential leveling
 TE0386.and adjusted by the National Geodetic Survey in June 1991..
 TE0386.WARNING-Repeat measurements at this control monument indicate possible
 TE0386.vertical movement.
 TE0386
 TE0386.The geoid height was determined by GEOID03.
 TE0386
 TE0386.The dynamic height is computed by dividing the NAVD 88
 TE0386.geopotential number by the normal gravity value computed on the
 TE0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0386.degrees latitude (g = 980.6199 gals.).
 TE0386
 TE0386.The modeled gravity was interpolated from observed gravity values.
 TE0386
 TE0386;                    North         East    Units  Estimated Accuracy
 TE0386;SPC ND N     -   116,210.      774,350.      MT  (+/- 180 meters Scaled)
 TE0386
 TE0386                          SUPERSEDED SURVEY CONTROL
 TE0386
 TE0386.No superseded survey control is available for this station.
 TE0386
 TE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU624190(NAD 83)
 TE0386_MARKER: DB = BENCH MARK DISK
 TE0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0386_STAMPING: C 265 1963
 TE0386_MARK LOGO: CGS   
 TE0386_PROJECTION: PROJECTING 3 CENTIMETERS
 TE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0386+STABILITY: SURFACE MOTION
 TE0386
 TE0386  HISTORY     - Date     Condition        Report By
 TE0386  HISTORY     - 1963     MONUMENTED       CGS
 TE0386  HISTORY     - 1982     GOOD             NGS
 TE0386
 TE0386                          STATION DESCRIPTION
 TE0386
 TE0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0386'2.3 MI W FROM MICHIGAN.
 TE0386'ABOUT 1.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0386'STATION AT MICHIGAN, THENCE 0.35 MILE SOUTH ALONG A GRAVELED COUNTY
 TE0386'ROAD, IN S 31, R 58 W, T 152 N, 83 FEET NORTHEAST OF THE CENTER OF THE
 TE0386'INTERSECTION OF U.S. HIGHWAY 2, 78 FEET NORTH OF THE CENTERLINE OF THE
 TE0386'HIGHWAY, 31 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 5.5
 TE0386'FEET SOUTH OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET WEST OF A
 TE0386'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TE0386'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TE0386
 TE0386                          STATION RECOVERY (1982)
 TE0386
 TE0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0386'12.9 KM (8.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0386'ROAD 5 IN PETERSBURG, AT A GRAVEL ROAD LEADING NORTH AND ABOUT 0.2 KM
 TE0386'(0.15 MI) NORTHEAST AND ACROSS THE HIGHWAY FROM AN UNDERGROUND MISSILE
 TE0386'SITE, 22.8 METERS (75.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TE0386'30.4 METERS (100.0 FT) SOUTHWEST OF THE WEST END OF A TREE LINE, AND
 TE0386'9.1 METERS (30.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD.
 TE0386'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TE0386'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0475 ***********************************************************************
 TE0475  DESIGNATION -  C 266
 TE0475  PID         -  TE0475
 TE0475  STATE/COUNTY-  ND/WALSH
 TE0475  USGS QUAD   -  FAIRDALE (1972)
 TE0475
 TE0475                         *CURRENT SURVEY CONTROL
 TE0475  ___________________________________________________________________
 TE0475* NAD 83(1986)-  48 26 29.     (N)    098 13 56.     (W)     SCALED    
 TE0475* NAVD 88     -       485.627  (meters)    1593.26   (feet)  ADJUSTED  
 TE0475  ___________________________________________________________________
 TE0475  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 TE0475  DYNAMIC HT  -         485.731 (meters)    1593.60  (feet)  COMP
 TE0475  MODELED GRAV-     980,809.3   (mgal)                       NAVD 88
 TE0475
 TE0475  VERT ORDER  -  SECOND    CLASS 0
 TE0475
 TE0475.The horizontal coordinates were scaled from a topographic map and have
 TE0475.an estimated accuracy of +/- 6 seconds.
 TE0475
 TE0475.The orthometric height was determined by differential leveling
 TE0475.and adjusted by the National Geodetic Survey in June 1991..
 TE0475
 TE0475.The geoid height was determined by GEOID03.
 TE0475
 TE0475.The dynamic height is computed by dividing the NAVD 88
 TE0475.geopotential number by the normal gravity value computed on the
 TE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0475.degrees latitude (g = 980.6199 gals.).
 TE0475
 TE0475.The modeled gravity was interpolated from observed gravity values.
 TE0475
 TE0475;                    North         East    Units  Estimated Accuracy
 TE0475;SPC ND N     -   162,730.      767,750.      MT  (+/- 180 meters Scaled)
 TE0475
 TE0475                          SUPERSEDED SURVEY CONTROL
 TE0475
 TE0475  NGVD 29 (??/??/92)  485.256  (m)         1592.04   (f) ADJ UNCH    2 0
 TE0475
 TE0475.Superseded values are not recommended for survey control.
 TE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0475.See file dsdata.txt to determine how the superseded data were derived.
 TE0475
 TE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU567656(NAD 83)
 TE0475_MARKER: DB = BENCH MARK DISK
 TE0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0475_STAMPING: C 266 1963
 TE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0475+STABILITY: SURFACE MOTION
 TE0475
 TE0475  HISTORY     - Date     Condition        Report By
 TE0475  HISTORY     - 1963     MONUMENTED       CGS
 TE0475
 TE0475                          STATION DESCRIPTION
 TE0475
 TE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0475'3.2 MI S FROM FAIRDALE.
 TE0475'ABOUT 3.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0475'AT FAIRDALE, IN S 10, R 59 W, T 152 N, 82 FEET SOUTHWEST OF THE CENTER
 TE0475'OF THE INTERSECTION OF AN EAST-WEST ROAD, 65.5 FEET WEST OF THE
 TE0475'CENTERLINE OF THE PAVED ROAD, 47.0 FEET SOUTH OF THE CENTERLINE OF THE
 TE0475'EAST-WEST ROAD, 40.5 FEET NORTH OF TELEPHONE POLE NO. C 23-61, 1.5
 TE0475'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE PAVED ROAD,
 TE0475'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0595 ***********************************************************************
 TE0595  DESIGNATION -  C 267
 TE0595  PID         -  TE0595
 TE0595  STATE/COUNTY-  ND/WALSH
 TE0595  USGS QUAD   -  BROCKET (1971)
 TE0595
 TE0595                         *CURRENT SURVEY CONTROL
 TE0595  ___________________________________________________________________
 TE0595* NAD 83(1986)-  48 14 19.     (N)    098 15 02.     (W)     SCALED    
 TE0595* NAVD 88     -       466.350  (meters)    1530.02   (feet)  ADJUSTED  
 TE0595  ___________________________________________________________________
 TE0595  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 TE0595  DYNAMIC HT  -         466.435 (meters)    1530.30  (feet)  COMP
 TE0595  MODELED GRAV-     980,777.3   (mgal)                       NAVD 88
 TE0595
 TE0595  VERT ORDER  -  SECOND    CLASS 0
 TE0595
 TE0595.The horizontal coordinates were scaled from a topographic map and have
 TE0595.an estimated accuracy of +/- 6 seconds.
 TE0595
 TE0595.The orthometric height was determined by differential leveling
 TE0595.and adjusted by the National Geodetic Survey in June 1991..
 TE0595
 TE0595.The geoid height was determined by GEOID03.
 TE0595
 TE0595.The dynamic height is computed by dividing the NAVD 88
 TE0595.geopotential number by the normal gravity value computed on the
 TE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0595.degrees latitude (g = 980.6199 gals.).
 TE0595
 TE0595.The modeled gravity was interpolated from observed gravity values.
 TE0595
 TE0595;                    North         East    Units  Estimated Accuracy
 TE0595;SPC ND N     -   140,150.      767,060.      MT  (+/- 180 meters Scaled)
 TE0595
 TE0595                          SUPERSEDED SURVEY CONTROL
 TE0595
 TE0595  NGVD 29 (??/??/92)  465.974  (m)         1528.78   (f) ADJ UNCH    2 0
 TE0595
 TE0595.Superseded values are not recommended for survey control.
 TE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0595.See file dsdata.txt to determine how the superseded data were derived.
 TE0595
 TE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU556430(NAD 83)
 TE0595_MARKER: DB = BENCH MARK DISK
 TE0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0595_STAMPING: C 267 1963
 TE0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0595+STABILITY: SURFACE MOTION
 TE0595
 TE0595  HISTORY     - Date     Condition        Report By
 TE0595  HISTORY     - 1963     MONUMENTED       CGS
 TE0595
 TE0595                          STATION DESCRIPTION
 TE0595
 TE0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0595'6.8 MI E FROM BROCKET.
 TE0595'ABOUT 1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0595'RAILROAD STATION AT BROCKET, THENCE 5.0 MILES EAST ALONG GRAVELED
 TE0595'COUNTY ROAD 19, IN S 16, R 59 W, T 155 N, 75 FEET NORTHWEST OF THE
 TE0595'CENTER OF THE INTERSECTION OF A TRACK ROAD, 71.5 FEET NORTH OF THE
 TE0595'CENTERLINE OF THE EAST-WEST ROAD, 25.0 FEET WEST OF THE CENTERLINE OF
 TE0595'THE TRACK ROAD, 9.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET SOUTH OF A
 TE0595'METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN
 TE0595'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.  NOTE-- THIS MARK IS
 TE0595'1.0 MILE WEST OF Q 266 1963 WHICH IS DESCRIBED FROM PELTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0649 ***********************************************************************
 TE0649  DESIGNATION -  C 268
 TE0649  PID         -  TE0649
 TE0649  STATE/COUNTY-  ND/NELSON
 TE0649  USGS QUAD   -  WHITMAN (1971)
 TE0649
 TE0649                         *CURRENT SURVEY CONTROL
 TE0649  ___________________________________________________________________
 TE0649* NAD 83(1986)-  48 09 55.     (N)    098 01 57.     (W)     SCALED    
 TE0649* NAVD 88     -       461.900  (meters)    1515.42   (feet)  ADJUSTED  
 TE0649  ___________________________________________________________________
 TE0649  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TE0649  DYNAMIC HT  -         461.979 (meters)    1515.68  (feet)  COMP
 TE0649  MODELED GRAV-     980,767.1   (mgal)                       NAVD 88
 TE0649
 TE0649  VERT ORDER  -  SECOND    CLASS 0
 TE0649
 TE0649.The horizontal coordinates were scaled from a topographic map and have
 TE0649.an estimated accuracy of +/- 6 seconds.
 TE0649
 TE0649.The orthometric height was determined by differential leveling
 TE0649.and adjusted by the National Geodetic Survey in June 1991..
 TE0649
 TE0649.The geoid height was determined by GEOID03.
 TE0649
 TE0649.The dynamic height is computed by dividing the NAVD 88
 TE0649.geopotential number by the normal gravity value computed on the
 TE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0649.degrees latitude (g = 980.6199 gals.).
 TE0649
 TE0649.The modeled gravity was interpolated from observed gravity values.
 TE0649
 TE0649;                    North         East    Units  Estimated Accuracy
 TE0649;SPC ND N     -   132,500.      783,510.      MT  (+/- 180 meters Scaled)
 TE0649
 TE0649                          SUPERSEDED SURVEY CONTROL
 TE0649
 TE0649  NGVD 29 (??/??/92)  461.524  (m)         1514.18   (f) ADJ UNCH    2 0
 TE0649
 TE0649.Superseded values are not recommended for survey control.
 TE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0649.See file dsdata.txt to determine how the superseded data were derived.
 TE0649
 TE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU719351(NAD 83)
 TE0649_MARKER: DB = BENCH MARK DISK
 TE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0649_STAMPING: C 268 1963
 TE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0649+STABILITY: SURFACE MOTION
 TE0649
 TE0649  HISTORY     - Date     Condition        Report By
 TE0649  HISTORY     - 1963     MONUMENTED       CGS
 TE0649  HISTORY     - 1968     GOOD             DOD
 TE0649
 TE0649                          STATION DESCRIPTION
 TE0649
 TE0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0649'4.4 MI E FROM WHITMAN.
 TE0649'ABOUT 0.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0649'WHITMAN, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, THENCE 3.0 MILES
 TE0649'EAST ALONG A GRAVELED COUNTY ROAD, IN S 18, R 57 W, T 154 N, 60 FEET
 TE0649'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 34
 TE0649'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 41.5 FEET EAST OF THE
 TE0649'CENTERLINE OF THE NORTH-SOUTH ROAD, 8.5 FEET SOUTH OF A POWER POLE
 TE0649'BRACED BY A GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 TE0649'FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 TE0649'CONCRETE POST PROJECTING 0.5 FOOT.
 TE0649
 TE0649                          STATION RECOVERY (1968)
 TE0649
 TE0649'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0564 ***********************************************************************
 TD0564  DESIGNATION -  C 269
 TD0564  PID         -  TD0564
 TD0564  STATE/COUNTY-  ND/GRAND FORKS
 TD0564  USGS QUAD   -  FORDVILLE SE (1963)
 TD0564
 TD0564                         *CURRENT SURVEY CONTROL
 TD0564  ___________________________________________________________________
 TD0564* NAD 83(1986)-  48 00 18.     (N)    097 52 17.     (W)     SCALED    
 TD0564* NAVD 88     -       438.755  (meters)    1439.48   (feet)  ADJUSTED  
 TD0564  ___________________________________________________________________
 TD0564  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD0564  DYNAMIC HT  -         438.827 (meters)    1439.72  (feet)  COMP
 TD0564  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TD0564
 TD0564  VERT ORDER  -  SECOND    CLASS 0
 TD0564
 TD0564.The horizontal coordinates were scaled from a topographic map and have
 TD0564.an estimated accuracy of +/- 6 seconds.
 TD0564
 TD0564.The orthometric height was determined by differential leveling
 TD0564.and adjusted by the National Geodetic Survey in June 1991..
 TD0564
 TD0564.The geoid height was determined by GEOID03.
 TD0564
 TD0564.The dynamic height is computed by dividing the NAVD 88
 TD0564.geopotential number by the normal gravity value computed on the
 TD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0564.degrees latitude (g = 980.6199 gals.).
 TD0564
 TD0564.The modeled gravity was interpolated from observed gravity values.
 TD0564
 TD0564;                    North         East    Units  Estimated Accuracy
 TD0564;SPC ND N     -   115,080.      796,090.      MT  (+/- 180 meters Scaled)
 TD0564
 TD0564                          SUPERSEDED SURVEY CONTROL
 TD0564
 TD0564  NGVD 29 (??/??/92)  438.396  (m)         1438.30   (f) ADJ UNCH    2 0
 TD0564
 TD0564.Superseded values are not recommended for survey control.
 TD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0564.See file dsdata.txt to determine how the superseded data were derived.
 TD0564
 TD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU841174(NAD 83)
 TD0564_MARKER: DB = BENCH MARK DISK
 TD0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0564_STAMPING: C 269 1963
 TD0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0564+STABILITY: SURFACE MOTION
 TD0564
 TD0564  HISTORY     - Date     Condition        Report By
 TD0564  HISTORY     - 1963     MONUMENTED       CGS
 TD0564  HISTORY     - 1982     MARK NOT FOUND   NGS
 TD0564
 TD0564                          STATION DESCRIPTION
 TD0564
 TD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0564'0.7 MI N FROM NIAGARA.
 TD0564'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0564'STATION AT NIAGARA, IN S 7, R 56 W, T 152 N, 160 FEET SOUTHWEST OF THE
 TD0564'CENTER OF THE INTERSECTION OF U.S. HIGHWAY 2, 144 FEET SOUTH OF THE
 TD0564'CENTERLINE OF THE HIGHWAY, 92 FEET EAST OF THE NORTHEAST CORNER OF A
 TD0564'MOBIL SERVICE STATION, 48 FEET WEST OF THE CENTERLINE OF THE
 TD0564'NORTH-SOUTH ROAD, 13 FEET WEST OF A POWER POLE, 4.5 FEET NORTH OF A
 TD0564'CONCRETE RIGHT-OF-WAY MARKER, 1.5 FEET EAST OF A METAL WITNESS POST,
 TD0564'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TD0564'PROJECTING 0.5 FOOT.
 TD0564
 TD0564                          STATION RECOVERY (1982)
 TD0564
 TD0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TD0564'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0100 ***********************************************************************
 RQ0100  DESIGNATION -  C 27
 RQ0100  PID         -  RQ0100
 RQ0100  STATE/COUNTY-  ND/LA MOURE
 RQ0100  USGS QUAD   -  GRAND RAPIDS (1952)
 RQ0100
 RQ0100                         *CURRENT SURVEY CONTROL
 RQ0100  ___________________________________________________________________
 RQ0100* NAD 83(1986)-  46 25 09.     (N)    098 20 54.     (W)     SCALED    
 RQ0100* NAVD 88     -       400.065  (meters)    1312.55   (feet)  ADJUSTED  
 RQ0100  ___________________________________________________________________
 RQ0100  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0100  DYNAMIC HT  -         400.073 (meters)    1312.57  (feet)  COMP
 RQ0100  MODELED GRAV-     980,621.2   (mgal)                       NAVD 88
 RQ0100
 RQ0100  VERT ORDER  -  FIRST     CLASS II
 RQ0100
 RQ0100.The horizontal coordinates were scaled from a topographic map and have
 RQ0100.an estimated accuracy of +/- 6 seconds.
 RQ0100
 RQ0100.The orthometric height was determined by differential leveling
 RQ0100.and adjusted by the National Geodetic Survey in June 1991..
 RQ0100
 RQ0100.The geoid height was determined by GEOID03.
 RQ0100
 RQ0100.The dynamic height is computed by dividing the NAVD 88
 RQ0100.geopotential number by the normal gravity value computed on the
 RQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0100.degrees latitude (g = 980.6199 gals.).
 RQ0100
 RQ0100.The modeled gravity was interpolated from observed gravity values.
 RQ0100
 RQ0100;                    North         East    Units  Estimated Accuracy
 RQ0100;SPC ND S     -    85,910.      765,390.      MT  (+/- 180 meters Scaled)
 RQ0100
 RQ0100                          SUPERSEDED SURVEY CONTROL
 RQ0100
 RQ0100  NGVD 29 (??/??/92)  399.733  (m)         1311.46   (f) ADJ UNCH    1 2
 RQ0100
 RQ0100.Superseded values are not recommended for survey control.
 RQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0100.See file dsdata.txt to determine how the superseded data were derived.
 RQ0100
 RQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS500408(NAD 83)
 RQ0100_MARKER: DB = BENCH MARK DISK
 RQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0100_STAMPING: C 27 1934
 RQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0100+STABILITY: SURFACE MOTION
 RQ0100
 RQ0100  HISTORY     - Date     Condition        Report By
 RQ0100  HISTORY     - 1934     MONUMENTED       CGS
 RQ0100
 RQ0100                          STATION DESCRIPTION
 RQ0100
 RQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0100'2.3 MI SE FROM GRAND RAPIDS.
 RQ0100'2.3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0100'STATION AT GRAND RAPIDS, LA MOURE COUNTY, ABOUT 27 POLES SOUTHEAST OF
 RQ0100'MILEPOST 43, AT A CROSSING, ABOUT 50 FEET SOUTHWEST OF THE CENTER LINE
 RQ0100'OF THE TRACK, 4 FEET NORTHWEST OF A POLE, AND ABOUT 1 FOOT LOWER THAN
 RQ0100'THE TRACK.  A STANDARD DISK, STAMPED C 27 1934 AND SET IN THE TOP OF A
 RQ0100'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0581 ***********************************************************************
 TD0581  DESIGNATION -  C 270
 TD0581  PID         -  TD0581
 TD0581  STATE/COUNTY-  ND/NELSON
 TD0581  USGS QUAD   -  DAHLEN (1971)
 TD0581
 TD0581                         *CURRENT SURVEY CONTROL
 TD0581  ___________________________________________________________________
 TD0581* NAD 83(1986)-  48 09 57.     (N)    097 58 25.     (W)     SCALED    
 TD0581* NAVD 88     -       450.723  (meters)    1478.75   (feet)  ADJUSTED  
 TD0581  ___________________________________________________________________
 TD0581  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 TD0581  DYNAMIC HT  -         450.801 (meters)    1479.00  (feet)  COMP
 TD0581  MODELED GRAV-     980,772.3   (mgal)                       NAVD 88
 TD0581
 TD0581  VERT ORDER  -  SECOND    CLASS 0
 TD0581
 TD0581.The horizontal coordinates were scaled from a topographic map and have
 TD0581.an estimated accuracy of +/- 6 seconds.
 TD0581
 TD0581.The orthometric height was determined by differential leveling
 TD0581.and adjusted by the National Geodetic Survey in June 1991..
 TD0581
 TD0581.The geoid height was determined by GEOID03.
 TD0581
 TD0581.The dynamic height is computed by dividing the NAVD 88
 TD0581.geopotential number by the normal gravity value computed on the
 TD0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0581.degrees latitude (g = 980.6199 gals.).
 TD0581
 TD0581.The modeled gravity was interpolated from observed gravity values.
 TD0581
 TD0581;                    North         East    Units  Estimated Accuracy
 TD0581;SPC ND N     -   132,700.      787,880.      MT  (+/- 180 meters Scaled)
 TD0581
 TD0581                          SUPERSEDED SURVEY CONTROL
 TD0581
 TD0581  NGVD 29 (??/??/92)  450.35   (m)         1477.5    (f) COMPUTED    2 0
 TD0581
 TD0581.Superseded values are not recommended for survey control.
 TD0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0581.See file dsdata.txt to determine how the superseded data were derived.
 TD0581
 TD0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU763352(NAD 83)
 TD0581_MARKER: DB = BENCH MARK DISK
 TD0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0581_STAMPING: C 270 1963
 TD0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0581+STABILITY: SURFACE MOTION
 TD0581
 TD0581  HISTORY     - Date     Condition        Report By
 TD0581  HISTORY     - 1963     MONUMENTED       CGS
 TD0581
 TD0581                          STATION DESCRIPTION
 TD0581
 TD0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0581'2.65 MI W FROM DAHLEN.
 TD0581'ABOUT 0.9 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0581'DAHLEN, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE
 TD0581'1.25 MILES WEST ALONG A COUNTY ROAD, IN S 9, R 57 W, T 154 N, 38.5
 TD0581'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTHWEST OF THE
 TD0581'WEST END OF A GATE, 3.0 FEET NORTH ACROSS A FENCE FROM A METAL WITNESS
 TD0581'POST, 1.5 FEET NORTH OF THE FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TD0581'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1073 ***********************************************************************
 TE1073  DESIGNATION -  C 271
 TE1073  PID         -  TE1073
 TE1073  STATE/COUNTY-  ND/CAVALIER
 TE1073  USGS QUAD   -  MUNICH SE (1971)
 TE1073
 TE1073                         *CURRENT SURVEY CONTROL
 TE1073  ___________________________________________________________________
 TE1073* NAD 83(1986)-  48 32 38.     (N)    098 47 48.     (W)     SCALED    
 TE1073* NAVD 88     -       470.840  (meters)    1544.75   (feet)  ADJUSTED  
 TE1073  ___________________________________________________________________
 TE1073  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 TE1073  DYNAMIC HT  -         470.935 (meters)    1545.06  (feet)  COMP
 TE1073  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 TE1073
 TE1073  VERT ORDER  -  SECOND    CLASS 0
 TE1073
 TE1073.The horizontal coordinates were scaled from a topographic map and have
 TE1073.an estimated accuracy of +/- 6 seconds.
 TE1073
 TE1073.The orthometric height was determined by differential leveling
 TE1073.and adjusted by the National Geodetic Survey in June 1991..
 TE1073
 TE1073.The geoid height was determined by GEOID03.
 TE1073
 TE1073.The dynamic height is computed by dividing the NAVD 88
 TE1073.geopotential number by the normal gravity value computed on the
 TE1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1073.degrees latitude (g = 980.6199 gals.).
 TE1073
 TE1073.The modeled gravity was interpolated from observed gravity values.
 TE1073
 TE1073;                    North         East    Units  Estimated Accuracy
 TE1073;SPC ND N     -   173,050.      725,760.      MT  (+/- 180 meters Scaled)
 TE1073
 TE1073                          SUPERSEDED SURVEY CONTROL
 TE1073
 TE1073  NGVD 29 (??/??/92)  470.447  (m)         1543.46   (f) ADJ UNCH    2 0
 TE1073
 TE1073.Superseded values are not recommended for survey control.
 TE1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1073.See file dsdata.txt to determine how the superseded data were derived.
 TE1073
 TE1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU150767(NAD 83)
 TE1073_MARKER: DB = BENCH MARK DISK
 TE1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1073_STAMPING: C 271 1963
 TE1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1073+STABILITY: SURFACE MOTION
 TE1073
 TE1073  HISTORY     - Date     Condition        Report By
 TE1073  HISTORY     - 1963     MONUMENTED       CGS
 TE1073
 TE1073                          STATION DESCRIPTION
 TE1073
 TE1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1073'12.3 MI SE FROM CALIO.
 TE1073'ABOUT 4.3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE1073'CALIO, THENCE 6.0 MILES SOUTH ALONG U.S. HIGHWAY 20, THENCE 2.0 MILES
 TE1073'EAST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD, IN S 32, R 63 W T 159
 TE1073'N, 125 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD INTERSECTION, 117
 TE1073'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 30.5 FEET WEST
 TE1073'OF THE CENTERLINE OF THE ROAD LEADING NORTH, 16.0 FEET NORTHWEST OF
 TE1073'THE WEST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD LEADING NORTH,
 TE1073'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL
 TE1073'OF THE COUNTY LINE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE1073'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0770 ***********************************************************************
 TE0770  DESIGNATION -  C 272
 TE0770  PID         -  TE0770
 TE0770  STATE/COUNTY-  ND/RAMSEY
 TE0770  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0770
 TE0770                         *CURRENT SURVEY CONTROL
 TE0770  ___________________________________________________________________
 TE0770* NAD 83(1986)-  48 24 49.     (N)    098 51 44.     (W)     SCALED    
 TE0770* NAVD 88     -       452.021  (meters)    1483.01   (feet)  ADJUSTED  
 TE0770  ___________________________________________________________________
 TE0770  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 TE0770  DYNAMIC HT  -         452.111 (meters)    1483.30  (feet)  COMP
 TE0770  MODELED GRAV-     980,794.4   (mgal)                       NAVD 88
 TE0770
 TE0770  VERT ORDER  -  SECOND    CLASS 0
 TE0770
 TE0770.The horizontal coordinates were scaled from a topographic map and have
 TE0770.an estimated accuracy of +/- 6 seconds.
 TE0770
 TE0770.The orthometric height was determined by differential leveling
 TE0770.and adjusted by the National Geodetic Survey in June 1991..
 TE0770
 TE0770.The geoid height was determined by GEOID03.
 TE0770
 TE0770.The dynamic height is computed by dividing the NAVD 88
 TE0770.geopotential number by the normal gravity value computed on the
 TE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0770.degrees latitude (g = 980.6199 gals.).
 TE0770
 TE0770.The modeled gravity was interpolated from observed gravity values.
 TE0770
 TE0770;                    North         East    Units  Estimated Accuracy
 TE0770;SPC ND N     -   158,460.      721,230.      MT  (+/- 180 meters Scaled)
 TE0770
 TE0770                          SUPERSEDED SURVEY CONTROL
 TE0770
 TE0770  NGVD 29 (??/??/92)  451.63   (m)         1481.7    (f) COMPUTED    2 0
 TE0770
 TE0770.Superseded values are not recommended for survey control.
 TE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0770.See file dsdata.txt to determine how the superseded data were derived.
 TE0770
 TE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU101622(NAD 83)
 TE0770_MARKER: DB = BENCH MARK DISK
 TE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0770_STAMPING: C 272 1963
 TE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0770+STABILITY: SURFACE MOTION
 TE0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0770+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 TE0770
 TE0770  HISTORY     - Date     Condition        Report By
 TE0770  HISTORY     - 1963     MONUMENTED       CGS
 TE0770  HISTORY     - 20010125 GOOD             NDWC
 TE0770
 TE0770                          STATION DESCRIPTION
 TE0770
 TE0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0770'3.7 MI SE FROM STARKWEATHER.
 TE0770'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0770'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 1.0 MILE EAST ALONG
 TE0770'STATE HIGHWAY 17, IN S 14, R 64 W, T 157 N, AT THE JUNCTION OF A
 TE0770'GRAVELED ROAD LEADING NORTH, 95 FEET NORTH OF THE CENTERLINE OF THE
 TE0770'HIGHWAY, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, 42 FEET NORTHWEST
 TE0770'OF THE WEST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD LEADING
 TE0770'NORTH, 3.5 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF POLES,
 TE0770'2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 TE0770'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0770'INCHES.
 TE0770
 TE0770                          STATION RECOVERY (2001)
 TE0770
 TE0770'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 TE0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0779 ***********************************************************************
 TE0779  DESIGNATION -  C 273 RESET
 TE0779  PID         -  TE0779
 TE0779  STATE/COUNTY-  ND/RAMSEY
 TE0779  USGS QUAD   -  STARKWEATHER (1994)
 TE0779
 TE0779                         *CURRENT SURVEY CONTROL
 TE0779  ___________________________________________________________________
 TE0779* NAD 83(1986)-  48 28 17.     (N)    098 55 38.     (W)     SCALED    
 TE0779* NAVD 88     -       455.34   (+/-2cm)    1493.9    (feet)  VERTCON   
 TE0779  ___________________________________________________________________
 TE0779  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 TE0779
 TE0779  VERT ORDER  -  THIRD (See Below)
 TE0779
 TE0779.The horizontal coordinates were scaled from a topographic map and have
 TE0779.an estimated accuracy of +/- 6 seconds.
 TE0779
 TE0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0779.The vertical order pertains to the NGVD 29 superseded value.
 TE0779
 TE0779.The geoid height was determined by GEOID03.
 TE0779
 TE0779;                    North         East    Units  Estimated Accuracy
 TE0779;SPC ND N     -   164,780.      716,280.      MT  (+/- 180 meters Scaled)
 TE0779
 TE0779                          SUPERSEDED SURVEY CONTROL
 TE0779
 TE0779  NGVD 29 (??/??/??)  454.95   (m)         1492.6    (f) RESET       3  
 TE0779
 TE0779.Superseded values are not recommended for survey control.
 TE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0779.See file dsdata.txt to determine how the superseded data were derived.
 TE0779
 TE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU053686(NAD 83)
 TE0779_MARKER: DB = BENCH MARK DISK
 TE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0779_STAMPING: C 273 RESET 1968
 TE0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0779+STABILITY: SURFACE MOTION
 TE0779
 TE0779  HISTORY     - Date     Condition        Report By
 TE0779  HISTORY     - 1968     MONUMENTED       NDHD
 TE0779
 TE0779                          STATION DESCRIPTION
 TE0779
 TE0779'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968
 TE0779'2.9 MI S FROM ST JOE.
 TE0779'ABOUT 2.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 TE0779'RAILROAD STATION AT ST. JOE, IN THE NORTHEAST CORNER OF SECTION 32, T
 TE0779'158 N, R 64 W, 79.0 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 TE0779'GRAVEL ROAD LEADING NORTH, EAST AND SOUTH, 4.0 FEET NORTH AND 3 FEET
 TE0779'EAST OF A TELEPHONE JUNCTION BOX, 1.5 FEET EAST OF A METAL WITNESS
 TE0779'POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TE0779'NOTE-- ABOUT 0.3 MILE NORTH OF THE RAILWAY STATION AT STARKWEATHER,
 TE0779'THENCE 2.0 MILES WEST ALONG OLD STATE HIGHWAY 17, THENCE 1.0 MILE
 TE0779'NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1063 ***********************************************************************
 TE1063  DESIGNATION -  C 274
 TE1063  PID         -  TE1063
 TE1063  STATE/COUNTY-  ND/CAVALIER
 TE1063  USGS QUAD   -  MUNICH SW (1971)
 TE1063
 TE1063                         *CURRENT SURVEY CONTROL
 TE1063  ___________________________________________________________________
 TE1063* NAD 83(1986)-  48 33 09.     (N)    098 53 01.     (W)     SCALED    
 TE1063* NAVD 88     -       466.540  (meters)    1530.64   (feet)  ADJUSTED  
 TE1063  ___________________________________________________________________
 TE1063  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE1063  DYNAMIC HT  -         466.635 (meters)    1530.95  (feet)  COMP
 TE1063  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TE1063
 TE1063  VERT ORDER  -  SECOND    CLASS 0
 TE1063
 TE1063.The horizontal coordinates were scaled from a topographic map and have
 TE1063.an estimated accuracy of +/- 6 seconds.
 TE1063
 TE1063.The orthometric height was determined by differential leveling
 TE1063.and adjusted by the National Geodetic Survey in June 1991..
 TE1063
 TE1063.The geoid height was determined by GEOID03.
 TE1063
 TE1063.The dynamic height is computed by dividing the NAVD 88
 TE1063.geopotential number by the normal gravity value computed on the
 TE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1063.degrees latitude (g = 980.6199 gals.).
 TE1063
 TE1063.The modeled gravity was interpolated from observed gravity values.
 TE1063
 TE1063;                    North         East    Units  Estimated Accuracy
 TE1063;SPC ND N     -   173,870.      719,320.      MT  (+/- 180 meters Scaled)
 TE1063
 TE1063                          SUPERSEDED SURVEY CONTROL
 TE1063
 TE1063  NGVD 29 (??/??/92)  466.15   (m)         1529.4    (f) COMPUTED    2 0
 TE1063
 TE1063.Superseded values are not recommended for survey control.
 TE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1063.See file dsdata.txt to determine how the superseded data were derived.
 TE1063
 TE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU085777(NAD 83)
 TE1063_MARKER: DB = BENCH MARK DISK
 TE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1063_STAMPING: C 274 1963
 TE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1063+STABILITY: SURFACE MOTION
 TE1063
 TE1063  HISTORY     - Date     Condition        Report By
 TE1063  HISTORY     - 1963     MONUMENTED       CGS
 TE1063
 TE1063                          STATION DESCRIPTION
 TE1063
 TE1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1063'4.7 MI NE FROM ST JOE.
 TE1063'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1063'RAILWAY STATION AT ST. JOE, THENCE 2.0 MILES EAST ALONG THE COUNTY
 TE1063'LINE ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, IN S 34, R 64
 TE1063'W, T 159 N, ABOUT 0.4 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 35
 TE1063'FEET WEST OF THE CENTERLINE OF THE ROAD, 74 FEET NORTH OF A T-FENCE
 TE1063'CORNER, 2.0 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 TE1063'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE1063'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0509 ***********************************************************************
 TD0509  DESIGNATION -  C 275
 TD0509  PID         -  TD0509
 TD0509  STATE/COUNTY-  ND/GRAND FORKS
 TD0509  USGS QUAD   -  ORR (1963)
 TD0509
 TD0509                         *CURRENT SURVEY CONTROL
 TD0509  ___________________________________________________________________
 TD0509* NAD 83(1986)-  48 07 20.     (N)    097 43 50.     (W)     SCALED    
 TD0509* NAVD 88     -       350.134  (meters)    1148.73   (feet)  ADJUSTED  
 TD0509  ___________________________________________________________________
 TD0509  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD0509  DYNAMIC HT  -         350.200 (meters)    1148.95  (feet)  COMP
 TD0509  MODELED GRAV-     980,790.2   (mgal)                       NAVD 88
 TD0509
 TD0509  VERT ORDER  -  SECOND    CLASS 0
 TD0509
 TD0509.The horizontal coordinates were scaled from a topographic map and have
 TD0509.an estimated accuracy of +/- 6 seconds.
 TD0509
 TD0509.The orthometric height was determined by differential leveling
 TD0509.and adjusted by the National Geodetic Survey in June 1991..
 TD0509
 TD0509.The geoid height was determined by GEOID03.
 TD0509
 TD0509.The dynamic height is computed by dividing the NAVD 88
 TD0509.geopotential number by the normal gravity value computed on the
 TD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0509.degrees latitude (g = 980.6199 gals.).
 TD0509
 TD0509.The modeled gravity was interpolated from observed gravity values.
 TD0509
 TD0509;                    North         East    Units  Estimated Accuracy
 TD0509;SPC ND N     -   128,480.      806,130.      MT  (+/- 180 meters Scaled)
 TD0509
 TD0509                          SUPERSEDED SURVEY CONTROL
 TD0509
 TD0509  NGVD 29 (??/??/92)  349.784  (m)         1147.58   (f) ADJ UNCH    2 0
 TD0509
 TD0509.Superseded values are not recommended for survey control.
 TD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0509.See file dsdata.txt to determine how the superseded data were derived.
 TD0509
 TD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU944306(NAD 83)
 TD0509_MARKER: DB = BENCH MARK DISK
 TD0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0509_STAMPING: C 275 1963
 TD0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0509+STABILITY: SURFACE MOTION
 TD0509
 TD0509  HISTORY     - Date     Condition        Report By
 TD0509  HISTORY     - 1963     MONUMENTED       CGS
 TD0509  HISTORY     - 1964     GOOD             NGS
 TD0509
 TD0509                          STATION DESCRIPTION
 TD0509
 TD0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0509'6.1 MI SW FROM INKSTER.
 TD0509'ABOUT 2.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE ELEMENTARY
 TD0509'SCHOOL AT INKSTER, THENCE 4.0 MILES WEST ALONG A TRACK ROAD, IN S 32,
 TD0509'R 55 W, T 154 N, 29 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 TD0509'OF A NORTH-SOUTH TRACK ROAD, 21 FEET WEST OF THE CENTERLINE OF THE
 TD0509'NORTH-SOUTH ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TD0509'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TD0509'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 TD0509'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0895 ***********************************************************************
 TF0895  DESIGNATION -  C 276
 TF0895  PID         -  TF0895
 TF0895  STATE/COUNTY-  ND/WARD
 TF0895  USGS QUAD   -  MINOT (1979)
 TF0895
 TF0895                         *CURRENT SURVEY CONTROL
 TF0895  ___________________________________________________________________
 TF0895* NAD 83(1986)-  48 13 54.     (N)    101 20 23.     (W)     SCALED    
 TF0895* NAVD 88     -       476.152  (meters)    1562.18   (feet)  ADJUSTED  
 TF0895  ___________________________________________________________________
 TF0895  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 TF0895  DYNAMIC HT  -         476.229 (meters)    1562.43  (feet)  COMP
 TF0895  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 TF0895
 TF0895  VERT ORDER  -  FIRST     CLASS II
 TF0895
 TF0895.The horizontal coordinates were scaled from a topographic map and have
 TF0895.an estimated accuracy of +/- 6 seconds.
 TF0895
 TF0895.The orthometric height was determined by differential leveling
 TF0895.and adjusted by the National Geodetic Survey in June 1991..
 TF0895
 TF0895.The geoid height was determined by GEOID03.
 TF0895
 TF0895.The dynamic height is computed by dividing the NAVD 88
 TF0895.geopotential number by the normal gravity value computed on the
 TF0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0895.degrees latitude (g = 980.6199 gals.).
 TF0895
 TF0895.The modeled gravity was interpolated from observed gravity values.
 TF0895
 TF0895;                    North         East    Units  Estimated Accuracy
 TF0895;SPC ND N     -   137,280.      537,620.      MT  (+/- 180 meters Scaled)
 TF0895
 TF0895                          SUPERSEDED SURVEY CONTROL
 TF0895
 TF0895  NGVD 29 (??/??/92)  475.780  (m)         1560.95   (f) ADJ UNCH    1 2
 TF0895
 TF0895.Superseded values are not recommended for survey control.
 TF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0895.See file dsdata.txt to determine how the superseded data were derived.
 TF0895
 TF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU262446(NAD 83)
 TF0895_MARKER: DB = BENCH MARK DISK
 TF0895_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0895_SP_SET: 16 FT
 TF0895_STAMPING: C 276 1963
 TF0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0895
 TF0895  HISTORY     - Date     Condition        Report By
 TF0895  HISTORY     - 1963     MONUMENTED       CGS
 TF0895
 TF0895                          STATION DESCRIPTION
 TF0895
 TF0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0895'2.15 MI W FROM MINOT.
 TF0895'2.15 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT MINOT,
 TF0895'72 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 TF0895'ROAD CROSSING, 2 POLES WEST OF MILE POST 471, 51 1/2 FEET SOUTH OF THE
 TF0895'SOUTH RAIL, 42 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 5 FEET
 TF0895'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.5 FEET NORTHWEST OF
 TF0895'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND ON THE TOP OF A
 TF0895'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND
 TF0895'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1114 ***********************************************************************
 TF1114  DESIGNATION -  C 277
 TF1114  PID         -  TF1114
 TF1114  STATE/COUNTY-  ND/RENVILLE
 TF1114  USGS QUAD   -  HARTLAND (1949)
 TF1114
 TF1114                         *CURRENT SURVEY CONTROL
 TF1114  ___________________________________________________________________
 TF1114* NAD 83(1986)-  48 28 15.     (N)    101 47 03.     (W)     SCALED    
 TF1114* NAVD 88     -       527.088  (meters)    1729.29   (feet)  ADJUSTED  
 TF1114  ___________________________________________________________________
 TF1114  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF1114  DYNAMIC HT  -         527.184 (meters)    1729.60  (feet)  COMP
 TF1114  MODELED GRAV-     980,776.7   (mgal)                       NAVD 88
 TF1114
 TF1114  VERT ORDER  -  FIRST     CLASS II
 TF1114
 TF1114.The horizontal coordinates were scaled from a topographic map and have
 TF1114.an estimated accuracy of +/- 6 seconds.
 TF1114
 TF1114.The orthometric height was determined by differential leveling
 TF1114.and adjusted by the National Geodetic Survey in June 1991..
 TF1114
 TF1114.The geoid height was determined by GEOID03.
 TF1114
 TF1114.The dynamic height is computed by dividing the NAVD 88
 TF1114.geopotential number by the normal gravity value computed on the
 TF1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1114.degrees latitude (g = 980.6199 gals.).
 TF1114
 TF1114.The modeled gravity was interpolated from observed gravity values.
 TF1114
 TF1114;                    North         East    Units  Estimated Accuracy
 TF1114;SPC ND N     -   164,320.      505,050.      MT  (+/- 180 meters Scaled)
 TF1114
 TF1114                          SUPERSEDED SURVEY CONTROL
 TF1114
 TF1114  NGVD 29 (??/??/92)  526.688  (m)         1727.98   (f) ADJ UNCH    1 2
 TF1114
 TF1114.Superseded values are not recommended for survey control.
 TF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1114.See file dsdata.txt to determine how the superseded data were derived.
 TF1114
 TF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU942723(NAD 83)
 TF1114_MARKER: DB = BENCH MARK DISK
 TF1114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TF1114_SP_SET: CULVERT HEADWALL
 TF1114_STAMPING: C 277 1963
 TF1114_MARK LOGO: CGS   
 TF1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1114+STABILITY: SURFACE MOTION
 TF1114
 TF1114  HISTORY     - Date     Condition        Report By
 TF1114  HISTORY     - 1963     MONUMENTED       CGS
 TF1114  HISTORY     - 19850523 GOOD             NGS
 TF1114
 TF1114                          STATION DESCRIPTION
 TF1114
 TF1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1114'3.8 MI NW FROM CARPIO.
 TF1114'3.8 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1114'CARPIO, 0.7 MILE NORTHWEST OF MILE POST 498, 126 FEET SOUTH OF THE
 TF1114'SOUTH RAIL, 23 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 52, AND
 TF1114'SET IN THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL OF A
 TF1114'CULVERT.
 TF1114
 TF1114                          STATION RECOVERY (1985)
 TF1114
 TF1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TF1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2401 ***********************************************************************
 TF2401  DESIGNATION -  C 277 RESET
 TF2401  PID         -  TF2401
 TF2401  STATE/COUNTY-  ND/RENVILLE
 TF2401  USGS QUAD   -  HARTLAND (1949)
 TF2401
 TF2401                         *CURRENT SURVEY CONTROL
 TF2401  ___________________________________________________________________
 TF2401* NAD 83(1986)-  48 28 15.     (N)    101 47 03.     (W)     SCALED    
 TF2401* NAVD 88     -       526.13   (meters)    1726.1    (feet)  RESET     
 TF2401  ___________________________________________________________________
 TF2401  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF2401
 TF2401  VERT ORDER  -  THIRD
 TF2401
 TF2401.The horizontal coordinates were scaled from a topographic map and have
 TF2401.an estimated accuracy of +/- 6 seconds.
 TF2401
 TF2401.The orthometric height was computed from unverified reset data.
 TF2401.No vertical observational check was made to the station.
 TF2401
 TF2401.The geoid height was determined by GEOID03.
 TF2401
 TF2401;                    North         East    Units  Estimated Accuracy
 TF2401;SPC ND N     -   164,320.      505,050.      MT  (+/- 180 meters Scaled)
 TF2401
 TF2401                          SUPERSEDED SURVEY CONTROL
 TF2401
 TF2401  NGVD 29 (11/04/04)  525.73   (m)         1724.8    (f) RESET       3  
 TF2401
 TF2401.Superseded values are not recommended for survey control.
 TF2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2401.See file dsdata.txt to determine how the superseded data were derived.
 TF2401
 TF2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU942723(NAD 83)
 TF2401_MARKER: DV = VERTICAL CONTROL DISK
 TF2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2401_SP_SET: CONCRETE POST
 TF2401_STAMPING: C 277 RESET 1985
 TF2401_MARK LOGO: NGS   
 TF2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2401+STABILITY: SURFACE MOTION
 TF2401
 TF2401  HISTORY     - Date     Condition        Report By
 TF2401  HISTORY     - 1985     MONUMENTED       NGS
 TF2401
 TF2401                          STATION DESCRIPTION
 TF2401
 TF2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TF2401'3.8 MILES (6.1 KM) NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF2401'STATION IN CARPIO, 0.7 MILE (1.1 KM) NORTHWEST OF MILEPOST 498, 12.8
 TF2401'M (42.0 FT) NORTHEAST OF CENTERLINE OF TRACK, 17.2 M (56.4 FT)
 TF2401'SOUTHWEST OF RIGHT-OF-WAY FENCE, 0.9 M (3.0 FT) SOUTHWEST OF TELEPHONE
 TF2401'POLE, 0.3 M (1.0 FT) NORTHWEST OF WITNESS POST, PROJECTING 10 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1342 ***********************************************************************
 TF1342  DESIGNATION -  C 278
 TF1342  PID         -  TF1342
 TF1342  STATE/COUNTY-  ND/WARD
 TF1342  USGS QUAD   -  DONNYBROOK (1948)
 TF1342
 TF1342                         *CURRENT SURVEY CONTROL
 TF1342  ___________________________________________________________________
 TF1342* NAD 83(1986)-  48 30 25.     (N)    101 53 53.     (W)     SCALED    
 TF1342* NAVD 88     -       608.475  (meters)    1996.31   (feet)  ADJUSTED  
 TF1342  ___________________________________________________________________
 TF1342  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TF1342  DYNAMIC HT  -         608.589 (meters)    1996.68  (feet)  COMP
 TF1342  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 TF1342
 TF1342  VERT ORDER  -  FIRST     CLASS II
 TF1342
 TF1342.The horizontal coordinates were scaled from a topographic map and have
 TF1342.an estimated accuracy of +/- 6 seconds.
 TF1342
 TF1342.The orthometric height was determined by differential leveling
 TF1342.and adjusted by the National Geodetic Survey in June 1991..
 TF1342
 TF1342.The geoid height was determined by GEOID03.
 TF1342
 TF1342.The dynamic height is computed by dividing the NAVD 88
 TF1342.geopotential number by the normal gravity value computed on the
 TF1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1342.degrees latitude (g = 980.6199 gals.).
 TF1342
 TF1342.The modeled gravity was interpolated from observed gravity values.
 TF1342
 TF1342;                    North         East    Units  Estimated Accuracy
 TF1342;SPC ND N     -   168,490.      496,710.      MT  (+/- 180 meters Scaled)
 TF1342
 TF1342                          SUPERSEDED SURVEY CONTROL
 TF1342
 TF1342  NGVD 29 (??/??/92)  608.078  (m)         1995.00   (f) ADJ UNCH    1 2
 TF1342
 TF1342.Superseded values are not recommended for survey control.
 TF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1342.See file dsdata.txt to determine how the superseded data were derived.
 TF1342
 TF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU859767(NAD 83)
 TF1342_MARKER: DB = BENCH MARK DISK
 TF1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1342_STAMPING: C 278 1963
 TF1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1342+STABILITY: SURFACE MOTION
 TF1342
 TF1342  HISTORY     - Date     Condition        Report By
 TF1342  HISTORY     - 1963     MONUMENTED       CGS
 TF1342
 TF1342                          STATION DESCRIPTION
 TF1342
 TF1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1342'0.85 MI W FROM DONNYBROOK.
 TF1342'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1342'RAILROAD STATION AT DONNYBROOK, THENCE 0.7 MILE WEST ALONG COUNTY ROAD
 TF1342'5 TO THE CREST OF A HILL, 0.15 MILE SOUTH OF A FARMHOUSE, 108 FEET
 TF1342'NORTH OF A CORNER FENCE POST, 67 FEET EAST OF THE CENTER LINE OF THE
 TF1342'ROAD, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 TF1342'POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF1342'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1528 ***********************************************************************
 TF1528  DESIGNATION -  C 279
 TF1528  PID         -  TF1528
 TF1528  STATE/COUNTY-  ND/RENVILLE
 TF1528  USGS QUAD   -  GRANO SW (1949)
 TF1528
 TF1528                         *CURRENT SURVEY CONTROL
 TF1528  ___________________________________________________________________
 TF1528* NAD 83(1986)-  48 33 39.     (N)    101 42 43.     (W)     SCALED    
 TF1528* NAVD 88     -       557.346  (meters)    1828.56   (feet)  ADJUSTED  
 TF1528  ___________________________________________________________________
 TF1528  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF1528  DYNAMIC HT  -         557.451 (meters)    1828.90  (feet)  COMP
 TF1528  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TF1528
 TF1528  VERT ORDER  -  SECOND    CLASS 0
 TF1528
 TF1528.The horizontal coordinates were scaled from a topographic map and have
 TF1528.an estimated accuracy of +/- 6 seconds.
 TF1528
 TF1528.The orthometric height was determined by differential leveling
 TF1528.and adjusted by the National Geodetic Survey in June 1991..
 TF1528
 TF1528.The geoid height was determined by GEOID03.
 TF1528
 TF1528.The dynamic height is computed by dividing the NAVD 88
 TF1528.geopotential number by the normal gravity value computed on the
 TF1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1528.degrees latitude (g = 980.6199 gals.).
 TF1528
 TF1528.The modeled gravity was interpolated from observed gravity values.
 TF1528
 TF1528;                    North         East    Units  Estimated Accuracy
 TF1528;SPC ND N     -   174,240.      510,550.      MT  (+/- 180 meters Scaled)
 TF1528
 TF1528                          SUPERSEDED SURVEY CONTROL
 TF1528
 TF1528  NGVD 29 (??/??/92)  556.969  (m)         1827.32   (f) ADJ UNCH    2 0
 TF1528
 TF1528.Superseded values are not recommended for survey control.
 TF1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1528.See file dsdata.txt to determine how the superseded data were derived.
 TF1528
 TF1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999821(NAD 83)
 TF1528_MARKER: DB = BENCH MARK DISK
 TF1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1528_STAMPING: C 279 1963
 TF1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1528+STABILITY: SURFACE MOTION
 TF1528
 TF1528  HISTORY     - Date     Condition        Report By
 TF1528  HISTORY     - 1963     MONUMENTED       CGS
 TF1528
 TF1528                          STATION DESCRIPTION
 TF1528
 TF1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1528'7.3 MI S FROM GREENE.
 TF1528'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1528'STATION AT GREENE, THENCE 7.05 MILES SOUTH ALONG STATE HIGHWAY 28, OR
 TF1528'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1528'CARPIO, THENCE 8.2 MILES NORTH ALONG STATE HIGHWAY 28, 84 FEET
 TF1528'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 57 FEET EAST OF THE
 TF1528'CENTER LINE OF THE HIGHWAY, 61 FEET NORTH OF THE CENTER LINE OF A
 TF1528'GRAVELED ROAD, 21 1/2 FEET WEST OF A POWER POLE, 1 1/2 FEET EAST OF A
 TF1528'METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE ROAD AND
 TF1528'SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1993 ***********************************************************************
 TF1993  DESIGNATION -  C 279 RESET
 TF1993  PID         -  TF1993
 TF1993  STATE/COUNTY-  ND/RENVILLE
 TF1993  USGS QUAD   -  GRANO SW (1949)
 TF1993
 TF1993                         *CURRENT SURVEY CONTROL
 TF1993  ___________________________________________________________________
 TF1993* NAD 83(1986)-  48 33 39.     (N)    101 42 43.     (W)     SCALED    
 TF1993* NAVD 88     -       557.34   (+/-2cm)    1828.5    (feet)  VERTCON   
 TF1993  ___________________________________________________________________
 TF1993  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF1993
 TF1993  VERT ORDER  -  THIRD (See Below)
 TF1993
 TF1993.The horizontal coordinates were scaled from a topographic map and have
 TF1993.an estimated accuracy of +/- 6 seconds.
 TF1993
 TF1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1993.The vertical order pertains to the NGVD 29 superseded value.
 TF1993
 TF1993.The geoid height was determined by GEOID03.
 TF1993
 TF1993;                    North         East    Units  Estimated Accuracy
 TF1993;SPC ND N     -   174,240.      510,550.      MT  (+/- 180 meters Scaled)
 TF1993
 TF1993                          SUPERSEDED SURVEY CONTROL
 TF1993
 TF1993  NGVD 29 (11/04/04)  556.96   (m)         1827.3    (f) RESET       3  
 TF1993
 TF1993.Superseded values are not recommended for survey control.
 TF1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1993.See file dsdata.txt to determine how the superseded data were derived.
 TF1993
 TF1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999821(NAD 83)
 TF1993_MARKER: DB = BENCH MARK DISK
 TF1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1993_STAMPING: C 279 RESET 1978
 TF1993_PROJECTION: FLUSH
 TF1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1993+STABILITY: SURFACE MOTION
 TF1993
 TF1993  HISTORY     - Date     Condition        Report By
 TF1993  HISTORY     - 1978     MONUMENTED       NGS
 TF1993
 TF1993                          STATION DESCRIPTION
 TF1993
 TF1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1993'7.3 MI SOUTH FROM GREENE.
 TF1993'0.25 MILE NORTHWEST ALONG SOO LINE RAILROAD FROM STATION IN
 TF1993'GREENE, THENCE 7.05 MILES SOUTH ALONG STATE HIGHWAY 28, 71 FEET
 TF1993'NORTH OF CENTER OF GRAVEL ROAD, AND 8.5 FEET NORTH-NORTHWEST OF
 TF1993'POWERLINE POLE.
 TF1993'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 TF1993'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0236 ***********************************************************************
 RQ0236  DESIGNATION -  C 28
 RQ0236  PID         -  RQ0236
 RQ0236  STATE/COUNTY-  ND/STUTSMAN
 RQ0236  USGS QUAD   -  BLOOM (1975)
 RQ0236
 RQ0236                         *CURRENT SURVEY CONTROL
 RQ0236  ___________________________________________________________________
 RQ0236* NAD 83(1986)-  46 52 39.     (N)    098 37 30.     (W)     SCALED    
 RQ0236* NAVD 88     -       421.093  (meters)    1381.54   (feet)  ADJUSTED  
 RQ0236  ___________________________________________________________________
 RQ0236  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 RQ0236  DYNAMIC HT  -         421.108 (meters)    1381.59  (feet)  COMP
 RQ0236  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RQ0236
 RQ0236  VERT ORDER  -  FIRST     CLASS II
 RQ0236
 RQ0236.The horizontal coordinates were scaled from a topographic map and have
 RQ0236.an estimated accuracy of +/- 6 seconds.
 RQ0236
 RQ0236.The orthometric height was determined by differential leveling
 RQ0236.and adjusted by the National Geodetic Survey in June 1991..
 RQ0236
 RQ0236.The geoid height was determined by GEOID03.
 RQ0236
 RQ0236.The dynamic height is computed by dividing the NAVD 88
 RQ0236.geopotential number by the normal gravity value computed on the
 RQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0236.degrees latitude (g = 980.6199 gals.).
 RQ0236
 RQ0236.The modeled gravity was interpolated from observed gravity values.
 RQ0236
 RQ0236;                    North         East    Units  Estimated Accuracy
 RQ0236;SPC ND S     -   136,300.      742,910.      MT  (+/- 180 meters Scaled)
 RQ0236
 RQ0236                          SUPERSEDED SURVEY CONTROL
 RQ0236
 RQ0236  NGVD 29 (??/??/92)  420.724  (m)         1380.33   (f) ADJ UNCH    1 2
 RQ0236
 RQ0236.Superseded values are not recommended for survey control.
 RQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0236.See file dsdata.txt to determine how the superseded data were derived.
 RQ0236
 RQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS285916(NAD 83)
 RQ0236_MARKER: DB = BENCH MARK DISK
 RQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0236_STAMPING: C 28 1934
 RQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0236+STABILITY: SURFACE MOTION
 RQ0236
 RQ0236  HISTORY     - Date     Condition        Report By
 RQ0236  HISTORY     - 1934     MONUMENTED       CGS
 RQ0236  HISTORY     - 1941     GOOD             NGS
 RQ0236  HISTORY     - 1967     GOOD             DOD
 RQ0236
 RQ0236                          STATION DESCRIPTION
 RQ0236
 RQ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0236'2.2 MI N FROM REEVES.
 RQ0236'2.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM REEVES, AT
 RQ0236'MILEPOST 5, AT A ROAD CROSSING, 54 FEET NORTHWEST OF THE CENTERLINE OF
 RQ0236'THE TRACK, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A
 RQ0236'POLE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 28
 RQ0236'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 50 FT NNW OF
 RQ0236'A PRIVATE ROAD CROSSING AND 6 FT W OF A POLE.
 RQ0236
 RQ0236                          STATION RECOVERY (1967)
 RQ0236
 RQ0236'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0065 ***********************************************************************
 TG0065  DESIGNATION -  C 280
 TG0065  PID         -  TG0065
 TG0065  STATE/COUNTY-  ND/BURKE
 TG0065  USGS QUAD   -  FLAXTON (1947)
 TG0065
 TG0065                         *CURRENT SURVEY CONTROL
 TG0065  ___________________________________________________________________
 TG0065* NAD 83(1986)-  48 57 57.     (N)    102 29 54.     (W)     SCALED    
 TG0065* NAVD 88     -       595.070  (meters)    1952.33   (feet)  ADJUSTED  
 TG0065  ___________________________________________________________________
 TG0065  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 TG0065  DYNAMIC HT  -         595.205 (meters)    1952.77  (feet)  COMP
 TG0065  MODELED GRAV-     980,817.1   (mgal)                       NAVD 88
 TG0065
 TG0065  VERT ORDER  -  FIRST     CLASS II
 TG0065
 TG0065.The horizontal coordinates were scaled from a topographic map and have
 TG0065.an estimated accuracy of +/- 6 seconds.
 TG0065
 TG0065.The orthometric height was determined by differential leveling
 TG0065.and adjusted by the National Geodetic Survey in June 1991..
 TG0065
 TG0065.The geoid height was determined by GEOID03.
 TG0065
 TG0065.The dynamic height is computed by dividing the NAVD 88
 TG0065.geopotential number by the normal gravity value computed on the
 TG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0065.degrees latitude (g = 980.6199 gals.).
 TG0065
 TG0065.The modeled gravity was interpolated from observed gravity values.
 TG0065
 TG0065;                    North         East    Units  Estimated Accuracy
 TG0065;SPC ND N     -   220,480.      453,690.      MT  (+/- 180 meters Scaled)
 TG0065
 TG0065                          SUPERSEDED SURVEY CONTROL
 TG0065
 TG0065  NGVD 29 (??/??/92)  594.662  (m)         1950.99   (f) ADJ UNCH    1 2
 TG0065
 TG0065.Superseded values are not recommended for survey control.
 TG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0065.See file dsdata.txt to determine how the superseded data were derived.
 TG0065
 TG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ830266(NAD 83)
 TG0065_MARKER: DB = BENCH MARK DISK
 TG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0065_STAMPING: C 280 1963
 TG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0065+STABILITY: SURFACE MOTION
 TG0065
 TG0065  HISTORY     - Date     Condition        Report By
 TG0065  HISTORY     - 1963     MONUMENTED       CGS
 TG0065
 TG0065                          STATION DESCRIPTION
 TG0065
 TG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0065'3.4 MI SE FROM PORTAL.
 TG0065'ABOUT 3.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0065'AT PORTAL, IN SECTION 9, T 163 N, R 91 W, 3 POLES SOUTHEAST OF A
 TG0065'CROSSING OF THE RAILROAD AND A ROAD, 43 FEET NORTHEAST OF THE
 TG0065'NORTHEAST RAIL, 4 1/2 FEET NORTHEAST OF MILE POST 547, 1.1 FEET
 TG0065'SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TG0065'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0279 ***********************************************************************
 TG0279  DESIGNATION -  C 281
 TG0279  PID         -  TG0279
 TG0279  STATE/COUNTY-  ND/BURKE
 TG0279  USGS QUAD   -  BOWBELLS (1947)
 TG0279
 TG0279                         *CURRENT SURVEY CONTROL
 TG0279  ___________________________________________________________________
 TG0279* NAD 83(1986)-  48 48 26.     (N)    102 11 46.     (W)     SCALED    
 TG0279* NAVD 88     -       590.999  (meters)    1938.97   (feet)  ADJUSTED  
 TG0279  ___________________________________________________________________
 TG0279  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 TG0279  DYNAMIC HT  -         591.122 (meters)    1939.37  (feet)  COMP
 TG0279  MODELED GRAV-     980,799.6   (mgal)                       NAVD 88
 TG0279
 TG0279  VERT ORDER  -  SECOND    CLASS 0
 TG0279
 TG0279.The horizontal coordinates were scaled from a topographic map and have
 TG0279.an estimated accuracy of +/- 6 seconds.
 TG0279
 TG0279.The orthometric height was determined by differential leveling
 TG0279.and adjusted by the National Geodetic Survey in June 1991..
 TG0279
 TG0279.The geoid height was determined by GEOID03.
 TG0279
 TG0279.The dynamic height is computed by dividing the NAVD 88
 TG0279.geopotential number by the normal gravity value computed on the
 TG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0279.degrees latitude (g = 980.6199 gals.).
 TG0279
 TG0279.The modeled gravity was interpolated from observed gravity values.
 TG0279
 TG0279;                    North         East    Units  Estimated Accuracy
 TG0279;SPC ND N     -   202,310.      475,420.      MT  (+/- 180 meters Scaled)
 TG0279
 TG0279                          SUPERSEDED SURVEY CONTROL
 TG0279
 TG0279  NGVD 29 (??/??/92)  590.592  (m)         1937.63   (f) ADJ UNCH    2 0
 TG0279
 TG0279.Superseded values are not recommended for survey control.
 TG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0279.See file dsdata.txt to determine how the superseded data were derived.
 TG0279
 TG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ058098(NAD 83)
 TG0279_MARKER: DB = BENCH MARK DISK
 TG0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0279_STAMPING: C 281 1963
 TG0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0279+STABILITY: SURFACE MOTION
 TG0279
 TG0279  HISTORY     - Date     Condition        Report By
 TG0279  HISTORY     - 1963     MONUMENTED       CGS
 TG0279  HISTORY     - 1983     GOOD             NGS
 TG0279
 TG0279                          STATION DESCRIPTION
 TG0279
 TG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0279'2.6 MI E FROM BOWBELLS.
 TG0279'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0279'RAILROAD STATION AT BOWBELLS, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY
 TG0279'52 AND STATE HIGHWAY 5, IN SECTION 35, T 162 N, R 89 W, 94 FEET
 TG0279'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 78 FEET NORTH OF THE
 TG0279'CENTER LINE OF THE HIGHWAY, 52 FEET EAST OF THE CENTER LINE OF THE
 TG0279'CROSS ROAD, 5 1/2 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A
 TG0279'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 TG0279'A CONCRETE POST PROJECTING 5-INCHES.
 TG0279
 TG0279                          STATION RECOVERY (1983)
 TG0279
 TG0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0279'THIS MARK IS DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1732 ***********************************************************************
 TG1732  DESIGNATION -  C 281 RESET
 TG1732  PID         -  TG1732
 TG1732  STATE/COUNTY-  ND/BURKE
 TG1732  USGS QUAD   -  BOWBELLS (1947)
 TG1732
 TG1732                         *CURRENT SURVEY CONTROL
 TG1732  ___________________________________________________________________
 TG1732* NAD 83(1986)-  48 48 26.     (N)    102 11 46.     (W)     SCALED    
 TG1732* NAVD 88     -       590.88   (meters)    1938.6    (feet)  RESET     
 TG1732  ___________________________________________________________________
 TG1732  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 TG1732
 TG1732  VERT ORDER  -  THIRD
 TG1732
 TG1732.The horizontal coordinates were scaled from a topographic map and have
 TG1732.an estimated accuracy of +/- 6 seconds.
 TG1732
 TG1732.The orthometric height was computed from unverified reset data.
 TG1732.No vertical observational check was made to the station.
 TG1732
 TG1732.The geoid height was determined by GEOID03.
 TG1732
 TG1732;                    North         East    Units  Estimated Accuracy
 TG1732;SPC ND N     -   202,310.      475,420.      MT  (+/- 180 meters Scaled)
 TG1732
 TG1732                          SUPERSEDED SURVEY CONTROL
 TG1732
 TG1732  NGVD 29 (11/04/04)  590.47   (m)         1937.2    (f) RESET       3  
 TG1732
 TG1732.Superseded values are not recommended for survey control.
 TG1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1732.See file dsdata.txt to determine how the superseded data were derived.
 TG1732
 TG1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ058098(NAD 83)
 TG1732_MARKER: DB = BENCH MARK DISK
 TG1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1732_STAMPING: C 281 RESET 1983
 TG1732_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1732+STABILITY: SURFACE MOTION
 TG1732
 TG1732  HISTORY     - Date     Condition        Report By
 TG1732  HISTORY     - 1983     MONUMENTED       NGS
 TG1732
 TG1732                          STATION DESCRIPTION
 TG1732
 TG1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1732'4.0 KM (2.5 MI) EAST FROM BOWBELLS.
 TG1732'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1732'IN BOWBELLS, THENCE EAST ALONG HIGHWAY 52 FOR 3.1 KM (1.95 MI)
 TG1732'TO MARK, 30.5 METERS (100.0 FEET) NORTH OF THE CENTER OF THE
 TG1732'HIGHWAY, AND 32.0 METERS (105.0 FEET) EAST OF THE CENTER OF A
 TG1732'GRAVELED ROAD.
 TG1732'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1383 ***********************************************************************
 TF1383  DESIGNATION -  C 282
 TF1383  PID         -  TF1383
 TF1383  STATE/COUNTY-  ND/RENVILLE
 TF1383  USGS QUAD   -  NORMA (1948)
 TF1383
 TF1383                         *CURRENT SURVEY CONTROL
 TF1383  ___________________________________________________________________
 TF1383* NAD 83(1986)-  48 43 38.     (N)    101 56 02.     (W)     SCALED    
 TF1383* NAVD 88     -       571.019  (meters)    1873.42   (feet)  ADJUSTED  
 TF1383  ___________________________________________________________________
 TF1383  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 TF1383  DYNAMIC HT  -         571.134 (meters)    1873.80  (feet)  COMP
 TF1383  MODELED GRAV-     980,792.6   (mgal)                       NAVD 88
 TF1383
 TF1383  VERT ORDER  -  SECOND    CLASS 0
 TF1383
 TF1383.The horizontal coordinates were scaled from a topographic map and have
 TF1383.an estimated accuracy of +/- 6 seconds.
 TF1383
 TF1383.The orthometric height was determined by differential leveling
 TF1383.and adjusted by the National Geodetic Survey in June 1991..
 TF1383
 TF1383.The geoid height was determined by GEOID03.
 TF1383
 TF1383.The dynamic height is computed by dividing the NAVD 88
 TF1383.geopotential number by the normal gravity value computed on the
 TF1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1383.degrees latitude (g = 980.6199 gals.).
 TF1383
 TF1383.The modeled gravity was interpolated from observed gravity values.
 TF1383
 TF1383;                    North         East    Units  Estimated Accuracy
 TF1383;SPC ND N     -   193,020.      494,510.      MT  (+/- 180 meters Scaled)
 TF1383
 TF1383                          SUPERSEDED SURVEY CONTROL
 TF1383
 TF1383  NGVD 29 (??/??/92)  570.624  (m)         1872.12   (f) ADJ UNCH    2 0
 TF1383
 TF1383.Superseded values are not recommended for survey control.
 TF1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1383.See file dsdata.txt to determine how the superseded data were derived.
 TF1383
 TF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV842012(NAD 83)
 TF1383_MARKER: DB = BENCH MARK DISK
 TF1383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1383_SP_SET: 16 FEET
 TF1383_STAMPING: C 282 1963
 TF1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1383
 TF1383  HISTORY     - Date     Condition        Report By
 TF1383  HISTORY     - 1963     MONUMENTED       CGS
 TF1383
 TF1383                          STATION DESCRIPTION
 TF1383
 TF1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1383'1.75 MI E FROM NORMA.
 TF1383'ABOUT 1.75 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1383'NORMA, IN SECTION 34, T 161 N, R 87 W, 65 FEET NORTHWEST OF THE CENTER
 TF1383'OF A ROAD CROSSING, 7 POLES EAST OF MILE POST 596, 43 FEET NORTH OF
 TF1383'THE NORTH RAIL, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET
 TF1383'NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 1.2 FEET WEST
 TF1383'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND
 TF1383'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 TF1383'OF 16 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1398 ***********************************************************************
 TF1398  DESIGNATION -  C 283
 TF1398  PID         -  TF1398
 TF1398  STATE/COUNTY-  ND/RENVILLE
 TF1398  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1398
 TF1398                         *CURRENT SURVEY CONTROL
 TF1398  ___________________________________________________________________
 TF1398* NAD 83(1986)-  48 45 49.     (N)    101 53 24.     (W)     SCALED    
 TF1398* NAVD 88     -       561.109  (meters)    1840.91   (feet)  ADJUSTED  
 TF1398  ___________________________________________________________________
 TF1398  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 TF1398  DYNAMIC HT  -         561.228 (meters)    1841.30  (feet)  COMP
 TF1398  MODELED GRAV-     980,804.4   (mgal)                       NAVD 88
 TF1398
 TF1398  VERT ORDER  -  SECOND    CLASS 0
 TF1398
 TF1398.The horizontal coordinates were scaled from a topographic map and have
 TF1398.an estimated accuracy of +/- 6 seconds.
 TF1398
 TF1398.The orthometric height was determined by differential leveling
 TF1398.and adjusted by the National Geodetic Survey in June 1991..
 TF1398
 TF1398.The geoid height was determined by GEOID03.
 TF1398
 TF1398.The dynamic height is computed by dividing the NAVD 88
 TF1398.geopotential number by the normal gravity value computed on the
 TF1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1398.degrees latitude (g = 980.6199 gals.).
 TF1398
 TF1398.The modeled gravity was interpolated from observed gravity values.
 TF1398
 TF1398;                    North         East    Units  Estimated Accuracy
 TF1398;SPC ND N     -   197,010.      497,820.      MT  (+/- 180 meters Scaled)
 TF1398
 TF1398                          SUPERSEDED SURVEY CONTROL
 TF1398
 TF1398  NGVD 29 (??/??/92)  560.722  (m)         1839.64   (f) ADJ UNCH    2 0
 TF1398
 TF1398.Superseded values are not recommended for survey control.
 TF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1398.See file dsdata.txt to determine how the superseded data were derived.
 TF1398
 TF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV876052(NAD 83)
 TF1398_MARKER: DB = BENCH MARK DISK
 TF1398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1398_SP_SET: 24 FEET
 TF1398_STAMPING: C 283 1963
 TF1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1398
 TF1398  HISTORY     - Date     Condition        Report By
 TF1398  HISTORY     - 1963     MONUMENTED       CGS
 TF1398
 TF1398                          STATION DESCRIPTION
 TF1398
 TF1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1398'17.35 MI W FROM MOHALL.
 TF1398'ABOUT 17.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1398'MOHALL, IN SECTION 19, T 161 N, R 86 W, AT A JUNCTION WITH A CROSS
 TF1398'ROAD, 101 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET EAST
 TF1398'OF THE CENTER LINE OF THE CROSS ROAD, 14 1/2 FEET SOUTH OF A TELEPHONE
 TF1398'POLE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TF1398'LEVEL OF THE ROAD AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN
 TF1398'TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TF1398'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0654 ***********************************************************************
 TF0654  DESIGNATION -  C 284
 TF0654  PID         -  TF0654
 TF0654  STATE/COUNTY-  ND/BOTTINEAU
 TF0654  USGS QUAD   -  WESTHOPE SW (1949)
 TF0654
 TF0654                         *CURRENT SURVEY CONTROL
 TF0654  ___________________________________________________________________
 TF0654* NAD 83(1986)-  48 49 16.     (N)    101 08 46.     (W)     SCALED    
 TF0654* NAVD 88     -       456.206  (meters)    1496.74   (feet)  ADJUSTED  
 TF0654  ___________________________________________________________________
 TF0654  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF0654  DYNAMIC HT  -         456.310 (meters)    1497.08  (feet)  COMP
 TF0654  MODELED GRAV-     980,823.6   (mgal)                       NAVD 88
 TF0654
 TF0654  VERT ORDER  -  SECOND    CLASS 0
 TF0654
 TF0654.The horizontal coordinates were scaled from a topographic map and have
 TF0654.an estimated accuracy of +/- 6 seconds.
 TF0654
 TF0654.The orthometric height was determined by differential leveling
 TF0654.and adjusted by the National Geodetic Survey in June 1991..
 TF0654
 TF0654.The geoid height was determined by GEOID03.
 TF0654
 TF0654.The dynamic height is computed by dividing the NAVD 88
 TF0654.geopotential number by the normal gravity value computed on the
 TF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0654.degrees latitude (g = 980.6199 gals.).
 TF0654
 TF0654.The modeled gravity was interpolated from observed gravity values.
 TF0654
 TF0654;                    North         East    Units  Estimated Accuracy
 TF0654;SPC ND N     -   202,680.      552,550.      MT  (+/- 180 meters Scaled)
 TF0654
 TF0654                          SUPERSEDED SURVEY CONTROL
 TF0654
 TF0654  NGVD 29 (??/??/92)  455.852  (m)         1495.57   (f) ADJ UNCH    2 0
 TF0654
 TF0654.Superseded values are not recommended for survey control.
 TF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0654.See file dsdata.txt to determine how the superseded data were derived.
 TF0654
 TF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV424097(NAD 83)
 TF0654_MARKER: DB = BENCH MARK DISK
 TF0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0654_SP_SET: 18 FT
 TF0654_STAMPING: C 284 1963
 TF0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0654
 TF0654  HISTORY     - Date     Condition        Report By
 TF0654  HISTORY     - 1963     MONUMENTED       CGS
 TF0654
 TF0654                          STATION DESCRIPTION
 TF0654
 TF0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0654'20.65 MI E FROM MOHALL.
 TF0654'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0654'MOHALL, THENCE 7.0 MILES EAST AND 4.0 MILES NORTH ALONG STATE HIGHWAY
 TF0654'5 AND U.S. HIGHWAY 83, AT A ROAD JUNCTION, IN SECTION 26, T 162 N, R
 TF0654'81 W, 87 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 105 FEET
 TF0654'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3 1/2 FEET SOUTH OF A
 TF0654'POWER POLE BRACED BY 3 GUY WIRES, 1.5 FEET NORTH OF A METAL WITNESS
 TF0654'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 TF0654'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND
 TF0654'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.  NOTE-- THIS MARK IS
 TF0654'ALSO ABOUT 7.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT
 TF0654'NORTHERN RAILWAY STATION AT KUROKI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0666 ***********************************************************************
 TF0666  DESIGNATION -  C 285
 TF0666  PID         -  TF0666
 TF0666  STATE/COUNTY-  ND/BOTTINEAU
 TF0666  USGS QUAD   -  ANTLER SW (1980)
 TF0666
 TF0666                         *CURRENT SURVEY CONTROL
 TF0666  ___________________________________________________________________
 TF0666* NAD 83(1986)-  48 51 54.     (N)    101 27 11.     (W)     SCALED    
 TF0666* NAVD 88     -       482.049  (meters)    1581.52   (feet)  ADJUSTED  
 TF0666  ___________________________________________________________________
 TF0666  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 TF0666  DYNAMIC HT  -         482.158 (meters)    1581.88  (feet)  COMP
 TF0666  MODELED GRAV-     980,822.3   (mgal)                       NAVD 88
 TF0666
 TF0666  VERT ORDER  -  SECOND    CLASS 0
 TF0666
 TF0666.The horizontal coordinates were scaled from a topographic map and have
 TF0666.an estimated accuracy of +/- 6 seconds.
 TF0666
 TF0666.The orthometric height was determined by differential leveling
 TF0666.and adjusted by the National Geodetic Survey in June 1991..
 TF0666
 TF0666.The geoid height was determined by GEOID03.
 TF0666
 TF0666.The dynamic height is computed by dividing the NAVD 88
 TF0666.geopotential number by the normal gravity value computed on the
 TF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0666.degrees latitude (g = 980.6199 gals.).
 TF0666
 TF0666.The modeled gravity was interpolated from observed gravity values.
 TF0666
 TF0666;                    North         East    Units  Estimated Accuracy
 TF0666;SPC ND N     -   207,800.      530,080.      MT  (+/- 180 meters Scaled)
 TF0666
 TF0666                          SUPERSEDED SURVEY CONTROL
 TF0666
 TF0666  NGVD 29 (??/??/92)  481.696  (m)         1580.36   (f) ADJ UNCH    2 0
 TF0666
 TF0666.Superseded values are not recommended for survey control.
 TF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0666.See file dsdata.txt to determine how the superseded data were derived.
 TF0666
 TF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV201153(NAD 83)
 TF0666_MARKER: DB = BENCH MARK DISK
 TF0666_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0666_SP_SET: 24 FT
 TF0666_STAMPING: C 285 1963
 TF0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0666
 TF0666  HISTORY     - Date     Condition        Report By
 TF0666  HISTORY     - 1963     MONUMENTED       CGS
 TF0666  HISTORY     - 1973     POOR             DOD
 TF0666
 TF0666                          STATION DESCRIPTION
 TF0666
 TF0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0666'11.65 MI N FROM MOHALL.
 TF0666'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0666'MOHALL, THENCE 7.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TF0666'WEST ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, IN SECTION 9, T 162 N,
 TF0666'R 83 W, 57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF
 TF0666'THE CENTER LINE OF A TRAIL ROAD, 1.0 FOOT SOUTH OF A METAL WITNESS
 TF0666'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 TF0666'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A
 TF0666'6-INCH TILE WHICH PROJECTS 4 INCHES.  NOTE-- BRASS DISC BADLY MANGLED,
 TF0666'TILE PIPE BROKEN AT GROUND LEVEL.  DISC IS STILL ATTACHED TO LONG
 TF0666'COPPER ROD.
 TF0666
 TF0666                          STATION RECOVERY (1973)
 TF0666
 TF0666'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1973
 TF0666'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1500 ***********************************************************************
 TF1500  DESIGNATION -  C 286
 TF1500  PID         -  TF1500
 TF1500  STATE/COUNTY-  ND/RENVILLE
 TF1500  USGS QUAD   -  MOHALL SW (1971)
 TF1500
 TF1500                         *CURRENT SURVEY CONTROL
 TF1500  ___________________________________________________________________
 TF1500* NAD 83(1986)-  48 51 01.     (N)    101 37 42.     (W)     SCALED    
 TF1500* NAVD 88     -       509.901  (meters)    1672.90   (feet)  ADJUSTED  
 TF1500  ___________________________________________________________________
 TF1500  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1500  DYNAMIC HT  -         510.014 (meters)    1673.27  (feet)  COMP
 TF1500  MODELED GRAV-     980,815.4   (mgal)                       NAVD 88
 TF1500
 TF1500  VERT ORDER  -  SECOND    CLASS 0
 TF1500
 TF1500.The horizontal coordinates were scaled from a topographic map and have
 TF1500.an estimated accuracy of +/- 6 seconds.
 TF1500
 TF1500.The orthometric height was determined by differential leveling
 TF1500.and adjusted by the National Geodetic Survey in June 1991..
 TF1500
 TF1500.The geoid height was determined by GEOID03.
 TF1500
 TF1500.The dynamic height is computed by dividing the NAVD 88
 TF1500.geopotential number by the normal gravity value computed on the
 TF1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1500.degrees latitude (g = 980.6199 gals.).
 TF1500
 TF1500.The modeled gravity was interpolated from observed gravity values.
 TF1500
 TF1500;                    North         East    Units  Estimated Accuracy
 TF1500;SPC ND N     -   206,330.      517,190.      MT  (+/- 180 meters Scaled)
 TF1500
 TF1500                          SUPERSEDED SURVEY CONTROL
 TF1500
 TF1500  NGVD 29 (??/??/92)  509.533  (m)         1671.69   (f) ADJ UNCH    2 0
 TF1500
 TF1500.Superseded values are not recommended for survey control.
 TF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1500.See file dsdata.txt to determine how the superseded data were derived.
 TF1500
 TF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV071141(NAD 83)
 TF1500_MARKER: DB = BENCH MARK DISK
 TF1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1500_STAMPING: C 286 1963
 TF1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1500+STABILITY: SURFACE MOTION
 TF1500
 TF1500  HISTORY     - Date     Condition        Report By
 TF1500  HISTORY     - 1963     MONUMENTED       CGS
 TF1500
 TF1500                          STATION DESCRIPTION
 TF1500
 TF1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1500'7.8 MI S FROM SHERWOOD.
 TF1500'ABOUT 7.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1500'SHERWOOD, OR ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST
 TF1500'OFFICE AT MOHALL, THENCE 6.0 MILES NORTH ALONG COUNTY ROAD 28, IN
 TF1500'SECTION 13, T 162 N, R 85 W, 122 FEET NORTHWEST OF THE CENTER OF A
 TF1500'ROAD INTERSECTION, NORTHEAST OF AND ACROSS A ROAD WHICH LEADS WEST
 TF1500'FROM THE NORTH END OF A ROW OF TREES, 100 FEET WEST OF THE CENTER LINE
 TF1500'OF COUNTY ROAD 28, 79 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 9
 TF1500'1/2 FEET NORTH OF A TELEPHONE POLE WHICH IS BRACED WITH A GUY WIRE,
 TF1500'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TF1500'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TF1500'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1641 ***********************************************************************
 TF1641  DESIGNATION -  C 287
 TF1641  PID         -  TF1641
 TF1641  STATE/COUNTY-  ND/RENVILLE
 TF1641  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1641
 TF1641                         *CURRENT SURVEY CONTROL
 TF1641  ___________________________________________________________________
 TF1641* NAD 83(1986)-  48 49 18.     (N)    101 49 40.     (W)     SCALED    
 TF1641* NAVD 88     -       505.667  (meters)    1659.01   (feet)  ADJUSTED  
 TF1641  ___________________________________________________________________
 TF1641  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 TF1641  DYNAMIC HT  -         505.778 (meters)    1659.37  (feet)  COMP
 TF1641  MODELED GRAV-     980,813.2   (mgal)                       NAVD 88
 TF1641
 TF1641  VERT ORDER  -  SECOND    CLASS 0
 TF1641
 TF1641.The horizontal coordinates were scaled from a topographic map and have
 TF1641.an estimated accuracy of +/- 6 seconds.
 TF1641
 TF1641.The orthometric height was determined by differential leveling
 TF1641.and adjusted by the National Geodetic Survey in June 1991..
 TF1641
 TF1641.The geoid height was determined by GEOID03.
 TF1641
 TF1641.The dynamic height is computed by dividing the NAVD 88
 TF1641.geopotential number by the normal gravity value computed on the
 TF1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1641.degrees latitude (g = 980.6199 gals.).
 TF1641
 TF1641.The modeled gravity was interpolated from observed gravity values.
 TF1641
 TF1641;                    North         East    Units  Estimated Accuracy
 TF1641;SPC ND N     -   203,390.      502,500.      MT  (+/- 180 meters Scaled)
 TF1641
 TF1641                          SUPERSEDED SURVEY CONTROL
 TF1641
 TF1641  NGVD 29 (??/??/92)  505.296  (m)         1657.79   (f) ADJ UNCH    2 0
 TF1641
 TF1641.Superseded values are not recommended for survey control.
 TF1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1641.See file dsdata.txt to determine how the superseded data were derived.
 TF1641
 TF1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV924114(NAD 83)
 TF1641_MARKER: DB = BENCH MARK DISK
 TF1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1641_STAMPING: C 287 1963
 TF1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1641+STABILITY: SURFACE MOTION
 TF1641
 TF1641  HISTORY     - Date     Condition        Report By
 TF1641  HISTORY     - 1963     MONUMENTED       CGS
 TF1641
 TF1641                          STATION DESCRIPTION
 TF1641
 TF1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1641'8.1 MI NE FROM TOLLEY.
 TF1641'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1641'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1641'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1641'ALONG A DIRT ROAD, THENCE 1.4 MILES NORTHEAST ALONG COUNTY ROAD 3, ON
 TF1641'THE CREST OF A SMALL KNOLL, 62 FEET WEST OF THE CENTER LINE OF THE
 TF1641'ROAD, 26 FEET WEST OF A FENCE CORNER, 12 FEET SOUTH OF THE CENTER LINE
 TF1641'OF A TRAIL ROAD LEADING WEST, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET
 TF1641'WEST OF A METAL WITNESS POST ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 TF1641'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0127 ***********************************************************************
 SM0127  DESIGNATION -  C 288
 SM0127  PID         -  SM0127
 SM0127  STATE/COUNTY-  ND/NELSON
 SM0127  USGS QUAD   -  KLOTEN (1967)
 SM0127
 SM0127                         *CURRENT SURVEY CONTROL
 SM0127  ___________________________________________________________________
 SM0127* NAD 83(1986)-  47 41 12.     (N)    098 05 48.     (W)     SCALED    
 SM0127* NAVD 88     -       450.191  (meters)    1477.00   (feet)  ADJUSTED  
 SM0127  ___________________________________________________________________
 SM0127  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SM0127  DYNAMIC HT  -         450.256 (meters)    1477.21  (feet)  COMP
 SM0127  MODELED GRAV-     980,741.1   (mgal)                       NAVD 88
 SM0127
 SM0127  VERT ORDER  -  SECOND    CLASS 0
 SM0127
 SM0127.The horizontal coordinates were scaled from a topographic map and have
 SM0127.an estimated accuracy of +/- 6 seconds.
 SM0127
 SM0127.The orthometric height was determined by differential leveling
 SM0127.and adjusted by the National Geodetic Survey in June 1991..
 SM0127
 SM0127.The geoid height was determined by GEOID03.
 SM0127
 SM0127.The dynamic height is computed by dividing the NAVD 88
 SM0127.geopotential number by the normal gravity value computed on the
 SM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0127.degrees latitude (g = 980.6199 gals.).
 SM0127
 SM0127.The modeled gravity was interpolated from observed gravity values.
 SM0127
 SM0127;                    North         East    Units  Estimated Accuracy
 SM0127;SPC ND N     -    79,160.      780,400.      MT  (+/- 180 meters Scaled)
 SM0127
 SM0127                          SUPERSEDED SURVEY CONTROL
 SM0127
 SM0127  NGVD 29 (??/??/92)  449.829  (m)         1475.81   (f) ADJ UNCH    2 0
 SM0127
 SM0127.Superseded values are not recommended for survey control.
 SM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0127.See file dsdata.txt to determine how the superseded data were derived.
 SM0127
 SM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT677818(NAD 83)
 SM0127_MARKER: DB = BENCH MARK DISK
 SM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0127_STAMPING: C 288 1963
 SM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0127+STABILITY: SURFACE MOTION
 SM0127
 SM0127  HISTORY     - Date     Condition        Report By
 SM0127  HISTORY     - 1963     MONUMENTED       CGS
 SM0127
 SM0127                          STATION DESCRIPTION
 SM0127
 SM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0127'6.55 MI W FROM ANETA.
 SM0127'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0127'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST
 SM0127'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 SM0127'THENCE 1.0 MILE WEST ALONG COUNTY ROAD 20, IN SECTION 32, T 149 N, R
 SM0127'58 W, 56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF
 SM0127'THE CENTER LINE OF A NORTH-SOUTH TRAIL ROAD, 1.6 FEET NORTH OF A METAL
 SM0127'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SM0127'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0298 ***********************************************************************
 SM0298  DESIGNATION -  C 289
 SM0298  PID         -  SM0298
 SM0298  STATE/COUNTY-  ND/NELSON
 SM0298  USGS QUAD   -  KLOTEN NW (1961)
 SM0298
 SM0298                         *CURRENT SURVEY CONTROL
 SM0298  ___________________________________________________________________
 SM0298* NAD 83(1986)-  47 42 44.     (N)    098 09 39.     (W)     SCALED    
 SM0298* NAVD 88     -       407.219  (meters)    1336.02   (feet)  ADJUSTED  
 SM0298  ___________________________________________________________________
 SM0298  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SM0298  DYNAMIC HT  -         407.283 (meters)    1336.23  (feet)  COMP
 SM0298  MODELED GRAV-     980,754.5   (mgal)                       NAVD 88
 SM0298
 SM0298  VERT ORDER  -  SECOND    CLASS 0
 SM0298
 SM0298.The horizontal coordinates were scaled from a topographic map and have
 SM0298.an estimated accuracy of +/- 6 seconds.
 SM0298
 SM0298.The orthometric height was determined by differential leveling
 SM0298.and adjusted by the National Geodetic Survey in June 1991..
 SM0298
 SM0298.The geoid height was determined by GEOID03.
 SM0298
 SM0298.The dynamic height is computed by dividing the NAVD 88
 SM0298.geopotential number by the normal gravity value computed on the
 SM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0298.degrees latitude (g = 980.6199 gals.).
 SM0298
 SM0298.The modeled gravity was interpolated from observed gravity values.
 SM0298
 SM0298;                    North         East    Units  Estimated Accuracy
 SM0298;SPC ND N     -    81,850.      775,500.      MT  (+/- 180 meters Scaled)
 SM0298
 SM0298                          SUPERSEDED SURVEY CONTROL
 SM0298
 SM0298  NGVD 29 (??/??/92)  406.863  (m)         1334.85   (f) ADJ UNCH    2 0
 SM0298
 SM0298.Superseded values are not recommended for survey control.
 SM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0298.See file dsdata.txt to determine how the superseded data were derived.
 SM0298
 SM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629846(NAD 83)
 SM0298_MARKER: DB = BENCH MARK DISK
 SM0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0298_SP_SET: BRIDGE
 SM0298_STAMPING: C 289 1963
 SM0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0298
 SM0298  HISTORY     - Date     Condition        Report By
 SM0298  HISTORY     - 1963     MONUMENTED       CGS
 SM0298
 SM0298                          STATION DESCRIPTION
 SM0298
 SM0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0298'3.9 MI SE FROM MCVILLE.
 SM0298'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0298'AT MCVILLE, THENCE 3.0 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION
 SM0298'24, T 149 N, R 59 W, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, SET
 SM0298'IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE WHICH
 SM0298'CROSSES THE SHEYENNE RIVER, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0554 ***********************************************************************
 RP0554  DESIGNATION -  C 29
 RP0554  PID         -  RP0554
 RP0554  STATE/COUNTY-  ND/RANSOM
 RP0554  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0554
 RP0554                         *CURRENT SURVEY CONTROL
 RP0554  ___________________________________________________________________
 RP0554* NAD 83(1986)-  46 37 29.     (N)    097 36 09.     (W)     SCALED    
 RP0554* NAVD 88     -       331.284  (meters)    1086.89   (feet)  ADJUSTED  
 RP0554  ___________________________________________________________________
 RP0554  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RP0554  DYNAMIC HT  -         331.299 (meters)    1086.94  (feet)  COMP
 RP0554  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RP0554
 RP0554  VERT ORDER  -  SECOND    CLASS 0
 RP0554
 RP0554.The horizontal coordinates were scaled from a topographic map and have
 RP0554.an estimated accuracy of +/- 6 seconds.
 RP0554
 RP0554.The orthometric height was determined by differential leveling
 RP0554.and adjusted by the National Geodetic Survey in June 1991..
 RP0554
 RP0554.The geoid height was determined by GEOID03.
 RP0554
 RP0554.The dynamic height is computed by dividing the NAVD 88
 RP0554.geopotential number by the normal gravity value computed on the
 RP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0554.degrees latitude (g = 980.6199 gals.).
 RP0554
 RP0554.The modeled gravity was interpolated from observed gravity values.
 RP0554
 RP0554;                    North         East    Units  Estimated Accuracy
 RP0554;SPC ND S     -   110,590.      821,850.      MT  (+/- 180 meters Scaled)
 RP0554
 RP0554                          SUPERSEDED SURVEY CONTROL
 RP0554
 RP0554  NGVD 29 (??/??/92)  330.968  (m)         1085.85   (f) ADJ UNCH    2 0
 RP0554
 RP0554.Superseded values are not recommended for survey control.
 RP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0554.See file dsdata.txt to determine how the superseded data were derived.
 RP0554
 RP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS069644(NAD 83)
 RP0554_MARKER: DB = BENCH MARK DISK
 RP0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0554_SP_SET: STEP
 RP0554_STAMPING: C 29 1934
 RP0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0554
 RP0554  HISTORY     - Date     Condition        Report By
 RP0554  HISTORY     - 1934     MONUMENTED       CGS
 RP0554
 RP0554                          STATION DESCRIPTION
 RP0554
 RP0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0554'IN ENDERLIN.
 RP0554'AT ENDERLIN, RANSOM COUNTY, AT THE CITY HALL, AT THE FRONT (WEST)
 RP0554'ENTRANCE, IN THE TOP OF THE SOUTHEAST CORNER OF THE TOP CONCRETE STEP,
 RP0554'AND BESIDE THE BANISTER.  A STANDARD DISK, STAMPED C 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0106 ***********************************************************************
 SM0106  DESIGNATION -  C 290
 SM0106  PID         -  SM0106
 SM0106  STATE/COUNTY-  ND/NELSON
 SM0106  USGS QUAD   -  TOLNA (1951)
 SM0106
 SM0106                         *CURRENT SURVEY CONTROL
 SM0106  ___________________________________________________________________
 SM0106* NAD 83(1986)-  47 48 10.     (N)    098 26 22.     (W)     SCALED    
 SM0106* NAVD 88     -       443.935  (meters)    1456.48   (feet)  ADJUSTED  
 SM0106  ___________________________________________________________________
 SM0106  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM0106  DYNAMIC HT  -         444.008 (meters)    1456.72  (feet)  COMP
 SM0106  MODELED GRAV-     980,762.1   (mgal)                       NAVD 88
 SM0106
 SM0106  VERT ORDER  -  SECOND    CLASS 0
 SM0106
 SM0106.The horizontal coordinates were scaled from a topographic map and have
 SM0106.an estimated accuracy of +/- 6 seconds.
 SM0106
 SM0106.The orthometric height was determined by differential leveling
 SM0106.and adjusted by the National Geodetic Survey in June 1991..
 SM0106
 SM0106.The geoid height was determined by GEOID03.
 SM0106
 SM0106.The dynamic height is computed by dividing the NAVD 88
 SM0106.geopotential number by the normal gravity value computed on the
 SM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0106.degrees latitude (g = 980.6199 gals.).
 SM0106
 SM0106.The modeled gravity was interpolated from observed gravity values.
 SM0106
 SM0106;                    North         East    Units  Estimated Accuracy
 SM0106;SPC ND N     -    91,320.      754,330.      MT  (+/- 180 meters Scaled)
 SM0106
 SM0106                          SUPERSEDED SURVEY CONTROL
 SM0106
 SM0106  NGVD 29 (??/??/92)  443.586  (m)         1455.33   (f) ADJ UNCH    2 0
 SM0106
 SM0106.Superseded values are not recommended for survey control.
 SM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0106.See file dsdata.txt to determine how the superseded data were derived.
 SM0106
 SM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419945(NAD 83)
 SM0106_MARKER: DB = BENCH MARK DISK
 SM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0106_STAMPING: C 290 1963
 SM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0106+STABILITY: SURFACE MOTION
 SM0106
 SM0106  HISTORY     - Date     Condition        Report By
 SM0106  HISTORY     - 1963     MONUMENTED       CGS
 SM0106  HISTORY     - 20030909 POOR             NDWC
 SM0106
 SM0106                          STATION DESCRIPTION
 SM0106
 SM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0106'1.7 MI S FROM TOLNA.
 SM0106'ABOUT 1.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0106'RAILWAY STATION AT TOLNA, IN SECTION 23, T 150 N, R 61 W, 122 FEET
 SM0106'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE GRAVELED ROAD AND
 SM0106'COUNTY ROAD 15, 72 FEET EAST OF THE CENTER LINE OF THE ROAD, 97 FEET
 SM0106'SOUTH OF THE COUNTY ROAD, 27 FEET WEST OF A CONCRETE ROAD MARKER, 10
 SM0106'1/2 FEET EAST OF A CORNER FENCE POST, 9 1/2 FEET WEST OF A POWER POLE,
 SM0106'2 FEET NORTH OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT
 SM0106'3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 SM0106'POST PROJECTING 5 INCHES.
 SM0106
 SM0106                          STATION RECOVERY (2003)
 SM0106
 SM0106'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2003 (TD)
 SM0106'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0340 ***********************************************************************
 SM0340  DESIGNATION -  C 291
 SM0340  PID         -  SM0340
 SM0340  STATE/COUNTY-  ND/NELSON
 SM0340  USGS QUAD   -  PEKIN NW (1951)
 SM0340
 SM0340                         *CURRENT SURVEY CONTROL
 SM0340  ___________________________________________________________________
 SM0340* NAD 83(1986)-  47 59 28.     (N)    098 22 37.     (W)     SCALED    
 SM0340* NAVD 88     -       459.917  (meters)    1508.91   (feet)  ADJUSTED  
 SM0340  ___________________________________________________________________
 SM0340  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 SM0340  DYNAMIC HT  -         459.997 (meters)    1509.17  (feet)  COMP
 SM0340  MODELED GRAV-     980,770.1   (mgal)                       NAVD 88
 SM0340
 SM0340  VERT ORDER  -  SECOND    CLASS 0
 SM0340
 SM0340.The horizontal coordinates were scaled from a topographic map and have
 SM0340.an estimated accuracy of +/- 6 seconds.
 SM0340
 SM0340.The orthometric height was determined by differential leveling
 SM0340.and adjusted by the National Geodetic Survey in June 1991..
 SM0340
 SM0340.The geoid height was determined by GEOID03.
 SM0340
 SM0340.The dynamic height is computed by dividing the NAVD 88
 SM0340.geopotential number by the normal gravity value computed on the
 SM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0340.degrees latitude (g = 980.6199 gals.).
 SM0340
 SM0340.The modeled gravity was interpolated from observed gravity values.
 SM0340
 SM0340;                    North         East    Units  Estimated Accuracy
 SM0340;SPC ND N     -   112,380.      758,430.      MT  (+/- 180 meters Scaled)
 SM0340
 SM0340                          SUPERSEDED SURVEY CONTROL
 SM0340
 SM0340  NGVD 29 (??/??/92)  459.548  (m)         1507.70   (f) ADJ UNCH    2 0
 SM0340
 SM0340.Superseded values are not recommended for survey control.
 SM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0340.See file dsdata.txt to determine how the superseded data were derived.
 SM0340
 SM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU464155(NAD 83)
 SM0340_MARKER: DB = BENCH MARK DISK
 SM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0340_STAMPING: C 291 1963
 SM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0340+STABILITY: SURFACE MOTION
 SM0340
 SM0340  HISTORY     - Date     Condition        Report By
 SM0340  HISTORY     - 1963     MONUMENTED       CGS
 SM0340
 SM0340                          STATION DESCRIPTION
 SM0340
 SM0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0340'5.8 MI SW FROM LAKOTA.
 SM0340'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0340'AT LAKOTA, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 2.0
 SM0340'MILES WEST ALONG A TRAIL ROAD, IN SECTION 7, T 152 N, R 60 W, 29 FEET
 SM0340'NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET WEST OF A FENCE CORNER,
 SM0340'2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 SM0340'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0340'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0216 ***********************************************************************
 SM0216  DESIGNATION -  C 292
 SM0216  PID         -  SM0216
 SM0216  STATE/COUNTY-  ND/NELSON
 SM0216  USGS QUAD   -  LAMBS LAKE (1971)
 SM0216
 SM0216                         *CURRENT SURVEY CONTROL
 SM0216  ___________________________________________________________________
 SM0216* NAD 83(1986)-  47 59 27.     (N)    098 07 06.     (W)     SCALED    
 SM0216* NAVD 88     -       460.932  (meters)    1512.24   (feet)  ADJUSTED  
 SM0216  ___________________________________________________________________
 SM0216  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 SM0216  DYNAMIC HT  -         461.010 (meters)    1512.50  (feet)  COMP
 SM0216  MODELED GRAV-     980,766.4   (mgal)                       NAVD 88
 SM0216
 SM0216  VERT ORDER  -  SECOND    CLASS 0
 SM0216
 SM0216.The horizontal coordinates were scaled from a topographic map and have
 SM0216.an estimated accuracy of +/- 6 seconds.
 SM0216
 SM0216.The orthometric height was determined by differential leveling
 SM0216.and adjusted by the National Geodetic Survey in June 1991..
 SM0216
 SM0216.The geoid height was determined by GEOID03.
 SM0216
 SM0216.The dynamic height is computed by dividing the NAVD 88
 SM0216.geopotential number by the normal gravity value computed on the
 SM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0216.degrees latitude (g = 980.6199 gals.).
 SM0216
 SM0216.The modeled gravity was interpolated from observed gravity values.
 SM0216
 SM0216;                    North         East    Units  Estimated Accuracy
 SM0216;SPC ND N     -   112,910.      777,730.      MT  (+/- 180 meters Scaled)
 SM0216
 SM0216                          SUPERSEDED SURVEY CONTROL
 SM0216
 SM0216  NGVD 29 (??/??/92)  460.559  (m)         1511.02   (f) ADJ UNCH    2 0
 SM0216
 SM0216.Superseded values are not recommended for survey control.
 SM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0216.See file dsdata.txt to determine how the superseded data were derived.
 SM0216
 SM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU657156(NAD 83)
 SM0216_MARKER: DB = BENCH MARK DISK
 SM0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0216_STAMPING: C 292 1963
 SM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0216+STABILITY: SURFACE MOTION
 SM0216
 SM0216  HISTORY     - Date     Condition        Report By
 SM0216  HISTORY     - 1963     MONUMENTED       CGS
 SM0216
 SM0216                          STATION DESCRIPTION
 SM0216
 SM0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0216'2.4 MI S FROM MICHIGAN.
 SM0216'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0216'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0216'2, THENCE 2.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 17, T 152
 SM0216'N, R 58 W, 65 FEET SOUTH OF THE CENTER OF A JUNCTION OF THE COUNTY
 SM0216'ROAD AND A GRAVELED ROAD LEADING WEST, 48 FEET EAST OF THE CENTER LINE
 SM0216'OF THE COUNTY ROAD, 45 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD,
 SM0216'60 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH ROW OF TREES, 22 FEET
 SM0216'SOUTH OF A CORNER FENCE POST, 12 1/2 FEET SOUTH-SOUTHWEST OF A
 SM0216'TELEPHONE POLE, 2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A METAL
 SM0216'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SM0216'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0450 ***********************************************************************
 TE0450  DESIGNATION -  C 293
 TE0450  PID         -  TE0450
 TE0450  STATE/COUNTY-  ND/NELSON
 TE0450  USGS QUAD   -  LAKOTA (1983)
 TE0450
 TE0450                         *CURRENT SURVEY CONTROL
 TE0450  ___________________________________________________________________
 TE0450* NAD 83(1986)-  48 00 20.     (N)    098 19 55.     (W)     SCALED    
 TE0450* NAVD 88     -       457.882  (meters)    1502.23   (feet)  ADJUSTED  
 TE0450  ___________________________________________________________________
 TE0450  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE0450  DYNAMIC HT  -         457.960 (meters)    1502.49  (feet)  COMP
 TE0450  MODELED GRAV-     980,768.1   (mgal)                       NAVD 88
 TE0450
 TE0450  VERT ORDER  -  SECOND    CLASS 0
 TE0450
 TE0450.The horizontal coordinates were scaled from a topographic map and have
 TE0450.an estimated accuracy of +/- 6 seconds.
 TE0450
 TE0450.The orthometric height was determined by differential leveling
 TE0450.and adjusted by the National Geodetic Survey in June 1991..
 TE0450
 TE0450.The geoid height was determined by GEOID03.
 TE0450
 TE0450.The dynamic height is computed by dividing the NAVD 88
 TE0450.geopotential number by the normal gravity value computed on the
 TE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0450.degrees latitude (g = 980.6199 gals.).
 TE0450
 TE0450.The modeled gravity was interpolated from observed gravity values.
 TE0450
 TE0450;                    North         East    Units  Estimated Accuracy
 TE0450;SPC ND N     -   114,080.      761,740.      MT  (+/- 180 meters Scaled)
 TE0450
 TE0450                          SUPERSEDED SURVEY CONTROL
 TE0450
 TE0450  NGVD 29 (??/??/92)  457.513  (m)         1501.02   (f) ADJ UNCH    2 0
 TE0450
 TE0450.Superseded values are not recommended for survey control.
 TE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0450.See file dsdata.txt to determine how the superseded data were derived.
 TE0450
 TE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU498171(NAD 83)
 TE0450_MARKER: DB = BENCH MARK DISK
 TE0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0450_STAMPING: C 293 1963
 TE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0450+STABILITY: SURFACE MOTION
 TE0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0450+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1999
 TE0450
 TE0450  HISTORY     - Date     Condition        Report By
 TE0450  HISTORY     - 1963     MONUMENTED       CGS
 TE0450  HISTORY     - 19990702 GOOD             NDWC
 TE0450
 TE0450                          STATION DESCRIPTION
 TE0450
 TE0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0450'2.8 MI S FROM LAKOTA.
 TE0450'0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0450'LAKOTA, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 1 AND U.S. HIGHWAY
 TE0450'2, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 1, IN SECTION 3, T 152 N,
 TE0450'R 60 W, 110 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 123 FEET
 TE0450'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 55 FEET NORTH OF THE
 TE0450'CENTER LINE OF AN EAST-WEST ROAD, 14 FEET NORTH OF A POWER POLE, 1.4
 TE0450'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 TE0450'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TE0450
 TE0450                          STATION RECOVERY (1999)
 TE0450
 TE0450'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0067 ***********************************************************************
 SM0067  DESIGNATION -  C 294
 SM0067  PID         -  SM0067
 SM0067  STATE/COUNTY-  ND/GRIGGS
 SM0067  USGS QUAD   -  KLOTEN SE (1967)
 SM0067
 SM0067                         *CURRENT SURVEY CONTROL
 SM0067  ___________________________________________________________________
 SM0067* NAD 83(1986)-  47 36 03.     (N)    098 01 27.     (W)     SCALED    
 SM0067* NAVD 88     -       445.945  (meters)    1463.07   (feet)  ADJUSTED  
 SM0067  ___________________________________________________________________
 SM0067  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 SM0067  DYNAMIC HT  -         445.994 (meters)    1463.23  (feet)  COMP
 SM0067  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 SM0067
 SM0067  VERT ORDER  -  SECOND    CLASS 0
 SM0067
 SM0067.The horizontal coordinates were scaled from a topographic map and have
 SM0067.an estimated accuracy of +/- 6 seconds.
 SM0067
 SM0067.The orthometric height was determined by differential leveling
 SM0067.and adjusted by the National Geodetic Survey in June 1991..
 SM0067
 SM0067.The geoid height was determined by GEOID03.
 SM0067
 SM0067.The dynamic height is computed by dividing the NAVD 88
 SM0067.geopotential number by the normal gravity value computed on the
 SM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0067.degrees latitude (g = 980.6199 gals.).
 SM0067
 SM0067.The modeled gravity was interpolated from observed gravity values.
 SM0067
 SM0067;                    North         East    Units  Estimated Accuracy
 SM0067;SPC ND N     -    69,790.      786,140.      MT  (+/- 180 meters Scaled)
 SM0067
 SM0067                          SUPERSEDED SURVEY CONTROL
 SM0067
 SM0067  NGVD 29 (??/??/92)  445.575  (m)         1461.86   (f) ADJ UNCH    2 0
 SM0067
 SM0067.Superseded values are not recommended for survey control.
 SM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0067.See file dsdata.txt to determine how the superseded data were derived.
 SM0067
 SM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT733723(NAD 83)
 SM0067_MARKER: DB = BENCH MARK DISK
 SM0067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0067_SP_SET: 27 FT
 SM0067_STAMPING: C 294 1963
 SM0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0067
 SM0067  HISTORY     - Date     Condition        Report By
 SM0067  HISTORY     - 1963     MONUMENTED       CGS
 SM0067
 SM0067                          STATION DESCRIPTION
 SM0067
 SM0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0067'7.75 MI SW FROM ANETA.
 SM0067'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0067'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0067'THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 45, IN SECTION 35, T 148 N,
 SM0067'R 58 W, AT A CURVE IN THE HIGHWAY, AT THE NORTHWEST POINT OF A
 SM0067'TRIANGLE FORMED BY ROADS, 287 FEET NORTHWEST OF THE CENTER LINE OF THE
 SM0067'HIGHWAY, 93 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 173
 SM0067'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 6 FEET EAST OF A
 SM0067'POWER POLE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SM0067'THE LEVEL OF THE ROADS AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 SM0067'THAT IS DRIVEN TO A DEPTH OF 27 FEET AND ENCASED IN A 6-INCH TILE
 SM0067'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0386 ***********************************************************************
 SM0386  DESIGNATION -  C 295
 SM0386  PID         -  SM0386
 SM0386  STATE/COUNTY-  ND/GRIGGS
 SM0386  USGS QUAD   -  HANNAFORD (1961)
 SM0386
 SM0386                         *CURRENT SURVEY CONTROL
 SM0386  ___________________________________________________________________
 SM0386* NAD 83(1986)-  47 16 54.     (N)    098 11 39.     (W)     SCALED    
 SM0386* NAVD 88     -       435.736  (meters)    1429.58   (feet)  ADJUSTED  
 SM0386  ___________________________________________________________________
 SM0386  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM0386  DYNAMIC HT  -         435.772 (meters)    1429.70  (feet)  COMP
 SM0386  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 SM0386
 SM0386  VERT ORDER  -  SECOND    CLASS 0
 SM0386
 SM0386.The horizontal coordinates were scaled from a topographic map and have
 SM0386.an estimated accuracy of +/- 6 seconds.
 SM0386
 SM0386.The orthometric height was determined by differential leveling
 SM0386.and adjusted by the National Geodetic Survey in June 1991..
 SM0386
 SM0386.The geoid height was determined by GEOID03.
 SM0386
 SM0386.The dynamic height is computed by dividing the NAVD 88
 SM0386.geopotential number by the normal gravity value computed on the
 SM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0386.degrees latitude (g = 980.6199 gals.).
 SM0386
 SM0386.The modeled gravity was interpolated from observed gravity values.
 SM0386
 SM0386;                    North         East    Units  Estimated Accuracy
 SM0386;SPC ND N     -    33,930.      774,430.      MT  (+/- 180 meters Scaled)
 SM0386
 SM0386                          SUPERSEDED SURVEY CONTROL
 SM0386
 SM0386  NGVD 29 (??/??/92)  435.384  (m)         1428.42   (f) ADJ UNCH    2 0
 SM0386
 SM0386.Superseded values are not recommended for survey control.
 SM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0386.See file dsdata.txt to determine how the superseded data were derived.
 SM0386
 SM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT609367(NAD 83)
 SM0386_MARKER: DB = BENCH MARK DISK
 SM0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0386_STAMPING: C 295 1963
 SM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0386+STABILITY: SURFACE MOTION
 SM0386
 SM0386  HISTORY     - Date     Condition        Report By
 SM0386  HISTORY     - 1963     MONUMENTED       CGS
 SM0386
 SM0386                          STATION DESCRIPTION
 SM0386
 SM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0386'1.9 MI S FROM HANNAFORD.
 SM0386'ABOUT 1.9 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0386'CROSSING OF THE NORTHERN PACIFIC AND GREAT NORTHERN RAILWAYS AT
 SM0386'HANNAFORD, OR ABOUT 6.4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY
 SM0386'FROM THE STATION AT DAZEY, IN SECTION 20, T 144 N, R 59 W, 81 FEET
 SM0386'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 32 FEET EAST OF THE EAST
 SM0386'RAIL, 93 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 1, 2 1/2 FEET
 SM0386'NORTH OF A TELEPHONE POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 SM0386'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 SM0386'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0952 ***********************************************************************
 SL0952  DESIGNATION -  C 296
 SL0952  PID         -  SL0952
 SL0952  STATE/COUNTY-  ND/GRAND FORKS
 SL0952  USGS QUAD   -  LOGAN CENTER (1963)
 SL0952
 SL0952                         *CURRENT SURVEY CONTROL
 SL0952  ___________________________________________________________________
 SL0952* NAD 83(1986)-  47 49 02.     (N)    097 50 23.     (W)     SCALED    
 SL0952* NAVD 88     -       444.424  (meters)    1458.08   (feet)  ADJUSTED  
 SL0952  ___________________________________________________________________
 SL0952  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0952  DYNAMIC HT  -         444.489 (meters)    1458.29  (feet)  COMP
 SL0952  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 SL0952
 SL0952  VERT ORDER  -  SECOND    CLASS 0
 SL0952
 SL0952.The horizontal coordinates were scaled from a topographic map and have
 SL0952.an estimated accuracy of +/- 6 seconds.
 SL0952
 SL0952.The orthometric height was determined by differential leveling
 SL0952.and adjusted by the National Geodetic Survey in June 1991..
 SL0952
 SL0952.The geoid height was determined by GEOID03.
 SL0952
 SL0952.The dynamic height is computed by dividing the NAVD 88
 SL0952.geopotential number by the normal gravity value computed on the
 SL0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0952.degrees latitude (g = 980.6199 gals.).
 SL0952
 SL0952.The modeled gravity was interpolated from observed gravity values.
 SL0952
 SL0952;                    North         East    Units  Estimated Accuracy
 SL0952;SPC ND N     -    94,300.      799,170.      MT  (+/- 180 meters Scaled)
 SL0952
 SL0952                          SUPERSEDED SURVEY CONTROL
 SL0952
 SL0952  NGVD 29 (??/??/92)  444.052  (m)         1456.86   (f) ADJ UNCH    2 0
 SL0952
 SL0952.Superseded values are not recommended for survey control.
 SL0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0952.See file dsdata.txt to determine how the superseded data were derived.
 SL0952
 SL0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT868966(NAD 83)
 SL0952_MARKER: DB = BENCH MARK DISK
 SL0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0952_STAMPING: C 296 1963
 SL0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0952+STABILITY: SURFACE MOTION
 SL0952
 SL0952  HISTORY     - Date     Condition        Report By
 SL0952  HISTORY     - 1963     MONUMENTED       CGS
 SL0952  HISTORY     - 1983     GOOD             USPSQD
 SL0952
 SL0952                          STATION DESCRIPTION
 SL0952
 SL0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0952'14.85 MI S FROM NIAGARA.
 SL0952'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0952'AT NIAGARA, THENCE 11.35 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0
 SL0952'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 SL0952'GRAVELED ROAD TO AN INTERSECTION, IN SECTION 8, T 150 N, R 56 W, 66
 SL0952'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 49 FEET WEST OF THE
 SL0952'CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 SL0952'1.6 FEET EAST OF A METAL WITNESSS POST, ABOUT 3 FEET BELOW THE LEVEL
 SL0952'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SL0952'GROUND.
 SL0952
 SL0952                          STATION RECOVERY (1983)
 SL0952
 SL0952'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1019 ***********************************************************************
 SL1019  DESIGNATION -  C 297
 SL1019  PID         -  SL1019
 SL1019  STATE/COUNTY-  ND/GRAND FORKS
 SL1019  USGS QUAD   -  NIAGARA (1963)
 SL1019
 SL1019                         *CURRENT SURVEY CONTROL
 SL1019  ___________________________________________________________________
 SL1019* NAD 83(1986)-  47 54 13.     (N)    097 51 39.     (W)     SCALED    
 SL1019* NAVD 88     -       450.626  (meters)    1478.43   (feet)  ADJUSTED  
 SL1019  ___________________________________________________________________
 SL1019  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 SL1019  DYNAMIC HT  -         450.694 (meters)    1478.65  (feet)  COMP
 SL1019  MODELED GRAV-     980,749.6   (mgal)                       NAVD 88
 SL1019
 SL1019  VERT ORDER  -  SECOND    CLASS 0
 SL1019
 SL1019.The horizontal coordinates were scaled from a topographic map and have
 SL1019.an estimated accuracy of +/- 6 seconds.
 SL1019
 SL1019.The orthometric height was determined by differential leveling
 SL1019.and adjusted by the National Geodetic Survey in June 1991..
 SL1019
 SL1019.The geoid height was determined by GEOID03.
 SL1019
 SL1019.The dynamic height is computed by dividing the NAVD 88
 SL1019.geopotential number by the normal gravity value computed on the
 SL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1019.degrees latitude (g = 980.6199 gals.).
 SL1019
 SL1019.The modeled gravity was interpolated from observed gravity values.
 SL1019
 SL1019;                    North         East    Units  Estimated Accuracy
 SL1019;SPC ND N     -   103,850.      797,270.      MT  (+/- 180 meters Scaled)
 SL1019
 SL1019                          SUPERSEDED SURVEY CONTROL
 SL1019
 SL1019  NGVD 29 (??/??/92)  450.253  (m)         1477.21   (f) ADJ UNCH    2 0
 SL1019
 SL1019.Superseded values are not recommended for survey control.
 SL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1019.See file dsdata.txt to determine how the superseded data were derived.
 SL1019
 SL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU851062(NAD 83)
 SL1019_MARKER: DB = BENCH MARK DISK
 SL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1019_STAMPING: C 297 1963
 SL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1019+STABILITY: SURFACE MOTION
 SL1019
 SL1019  HISTORY     - Date     Condition        Report By
 SL1019  HISTORY     - 1963     MONUMENTED       CGS
 SL1019
 SL1019                          STATION DESCRIPTION
 SL1019
 SL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1019'7.8 MI S FROM NIAGARA.
 SL1019'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL1019'AT NIAGARA, THENCE 6.2 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 1.0
 SL1019'MILE EAST ALONG COUNTY ROAD 4, IN SECTION 17, T 151 N R 56 W, AT A
 SL1019'INTERSECTION OF COUNTY ROAD 4 WITH A GRAVELED ROAD NORTH AND A TRAIL
 SL1019'ROAD SOUTH, 60 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET EAST
 SL1019'OF THE TRAIL ROAD, 5 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A
 SL1019'FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SL1019'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SL1019'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0911 ***********************************************************************
 SL0911  DESIGNATION -  C 298
 SL0911  PID         -  SL0911
 SL0911  STATE/COUNTY-  ND/NELSON
 SL0911  USGS QUAD   -  LAKE PICKARD (1971)
 SL0911
 SL0911                         *CURRENT SURVEY CONTROL
 SL0911  ___________________________________________________________________
 SL0911* NAD 83(1986)-  47 57 37.     (N)    097 59 24.     (W)     SCALED    
 SL0911* NAVD 88     -       462.249  (meters)    1516.56   (feet)  ADJUSTED  
 SL0911  ___________________________________________________________________
 SL0911  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0911  DYNAMIC HT  -         462.327 (meters)    1516.82  (feet)  COMP
 SL0911  MODELED GRAV-     980,767.4   (mgal)                       NAVD 88
 SL0911
 SL0911  VERT ORDER  -  SECOND    CLASS 0
 SL0911
 SL0911.The horizontal coordinates were scaled from a topographic map and have
 SL0911.an estimated accuracy of +/- 6 seconds.
 SL0911
 SL0911.The orthometric height was determined by differential leveling
 SL0911.and adjusted by the National Geodetic Survey in June 1991..
 SL0911
 SL0911.The geoid height was determined by GEOID03.
 SL0911
 SL0911.The dynamic height is computed by dividing the NAVD 88
 SL0911.geopotential number by the normal gravity value computed on the
 SL0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0911.degrees latitude (g = 980.6199 gals.).
 SL0911
 SL0911.The modeled gravity was interpolated from observed gravity values.
 SL0911
 SL0911;                    North         East    Units  Estimated Accuracy
 SL0911;SPC ND N     -   109,820.      787,410.      MT  (+/- 180 meters Scaled)
 SL0911
 SL0911                          SUPERSEDED SURVEY CONTROL
 SL0911
 SL0911  NGVD 29 (??/??/92)  461.877  (m)         1515.34   (f) ADJ UNCH    2 0
 SL0911
 SL0911.Superseded values are not recommended for survey control.
 SL0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0911.See file dsdata.txt to determine how the superseded data were derived.
 SL0911
 SL0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU753123(NAD 83)
 SL0911_MARKER: DB = BENCH MARK DISK
 SL0911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0911_SP_SET: 24 FT
 SL0911_STAMPING: C 298 1963
 SL0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0911
 SL0911  HISTORY     - Date     Condition        Report By
 SL0911  HISTORY     - 1963     MONUMENTED       CGS
 SL0911
 SL0911                          STATION DESCRIPTION
 SL0911
 SL0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0911'4.0 MI S FROM PETERSBURG.
 SL0911'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0911'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 3.15 MILES SOUTH ALONG
 SL0911'STATE HIGHWAY 32, IN SECTION 29, T 152 N, R 57 W, AT THE SOUTH EDGE OF
 SL0911'A SLOUGH, 103 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 SL0911'SOUTH OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.7 FEET
 SL0911'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND ON A
 SL0911'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 SL0911'ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0240 ***********************************************************************
 SM0240  DESIGNATION -  C 299
 SM0240  PID         -  SM0240
 SM0240  STATE/COUNTY-  ND/NELSON
 SM0240  USGS QUAD   -  LAMBS LAKE (1971)
 SM0240
 SM0240                         *CURRENT SURVEY CONTROL
 SM0240  ___________________________________________________________________
 SM0240* NAD 83(1986)-  47 57 41.     (N)    098 04 33.     (W)     SCALED    
 SM0240* NAVD 88     -       462.484  (meters)    1517.33   (feet)  ADJUSTED  
 SM0240  ___________________________________________________________________
 SM0240  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0240  DYNAMIC HT  -         462.563 (meters)    1517.59  (feet)  COMP
 SM0240  MODELED GRAV-     980,767.3   (mgal)                       NAVD 88
 SM0240
 SM0240  VERT ORDER  -  SECOND    CLASS 0
 SM0240
 SM0240.The horizontal coordinates were scaled from a topographic map and have
 SM0240.an estimated accuracy of +/- 6 seconds.
 SM0240
 SM0240.The orthometric height was determined by differential leveling
 SM0240.and adjusted by the National Geodetic Survey in June 1991..
 SM0240
 SM0240.The geoid height was determined by GEOID03.
 SM0240
 SM0240.The dynamic height is computed by dividing the NAVD 88
 SM0240.geopotential number by the normal gravity value computed on the
 SM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0240.degrees latitude (g = 980.6199 gals.).
 SM0240
 SM0240.The modeled gravity was interpolated from observed gravity values.
 SM0240
 SM0240;                    North         East    Units  Estimated Accuracy
 SM0240;SPC ND N     -   109,740.      781,000.      MT  (+/- 180 meters Scaled)
 SM0240
 SM0240                          SUPERSEDED SURVEY CONTROL
 SM0240
 SM0240  NGVD 29 (??/??/92)  462.113  (m)         1516.12   (f) ADJ UNCH    2 0
 SM0240
 SM0240.Superseded values are not recommended for survey control.
 SM0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0240.See file dsdata.txt to determine how the superseded data were derived.
 SM0240
 SM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU689124(NAD 83)
 SM0240_MARKER: DB = BENCH MARK DISK
 SM0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0240_STAMPING: C 299 1963
 SM0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0240+STABILITY: SURFACE MOTION
 SM0240
 SM0240  HISTORY     - Date     Condition        Report By
 SM0240  HISTORY     - 1963     MONUMENTED       CGS
 SM0240
 SM0240                          STATION DESCRIPTION
 SM0240
 SM0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0240'6.45 MI SE FROM MICHIGAN.
 SM0240'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0240'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0240'2, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 2.05 MILES EAST
 SM0240'ALONG A GRAVELED ROAD, IN SECTION 27, T 152 N, R 58 W, 141 FEET
 SM0240'SOUTHEAST OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD, 78 FEET
 SM0240'SOUTH OF THE CENTER LINE OF THE ROAD, 120 FEET EAST OF THE CENTER LINE
 SM0240'OF A GRAVELED ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 SM0240'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SM0240'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0619 ***********************************************************************
 SN0619  DESIGNATION -  C 3
 SN0619  PID         -  SN0619
 SN0619  STATE/COUNTY-  ND/MCLEAN
 SN0619  USGS QUAD   -  COLEHARBOR (1980)
 SN0619
 SN0619                         *CURRENT SURVEY CONTROL
 SN0619  ___________________________________________________________________
 SN0619* NAD 83(1986)-  47 30 08.     (N)    101 13 39.     (W)     SCALED    
 SN0619* NAVD 88     -       596.597  (meters)    1957.34   (feet)  ADJUSTED  
 SN0619  ___________________________________________________________________
 SN0619  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 SN0619  DYNAMIC HT  -         596.644 (meters)    1957.49  (feet)  COMP
 SN0619  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 SN0619
 SN0619  VERT ORDER  -  SECOND    CLASS 0
 SN0619
 SN0619.The horizontal coordinates were scaled from a topographic map and have
 SN0619.an estimated accuracy of +/- 6 seconds.
 SN0619
 SN0619.The orthometric height was determined by differential leveling
 SN0619.and adjusted by the National Geodetic Survey in June 1991..
 SN0619
 SN0619.The geoid height was determined by GEOID03.
 SN0619
 SN0619.The dynamic height is computed by dividing the NAVD 88
 SN0619.geopotential number by the normal gravity value computed on the
 SN0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0619.degrees latitude (g = 980.6199 gals.).
 SN0619
 SN0619.The modeled gravity was interpolated from observed gravity values.
 SN0619
 SN0619;                    North         East    Units  Estimated Accuracy
 SN0619;SPC ND N     -    56,100.      545,190.      MT  (+/- 180 meters Scaled)
 SN0619
 SN0619                          SUPERSEDED SURVEY CONTROL
 SN0619
 SN0619  NGVD 29 (??/??/92)  596.184  (m)         1955.98   (f) ADJ UNCH    2 0
 SN0619
 SN0619.Superseded values are not recommended for survey control.
 SN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0619.See file dsdata.txt to determine how the superseded data were derived.
 SN0619
 SN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT322633(NAD 83)
 SN0619_MARKER: DD = SURVEY DISK
 SN0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0619+STABILITY: SURFACE MOTION
 SN0619
 SN0619  HISTORY     - Date     Condition        Report By
 SN0619  HISTORY     - UNK      MONUMENTED       USE
 SN0619  HISTORY     - 1946     GOOD             NGS
 SN0619  HISTORY     - 1959     MARK NOT FOUND   NGS
 SN0619  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0619
 SN0619                          STATION DESCRIPTION
 SN0619
 SN0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0619'6.2 MI NW FROM UNDERWOOD.
 SN0619'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0619'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0619'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 2.6 MILES
 SN0619'ALONG THE EAST ACCESS ROAD AND A NORTH-SOUTH GRAVELED ROAD, 100.0 FEET
 SN0619'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF EAST ACCESS ROAD,
 SN0619'42.0 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 6.0 FEET WEST
 SN0619'OF A TELEPHONE POLE, 2.0 FEET EAST OF A FENCE AND 2.0 FEET SOUTH OF A
 SN0619'WHITE 2 X 4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A
 SN0619'CONCRETE POST FLUSH WITH GROUND.
 SN0619
 SN0619                          STATION RECOVERY (1959)
 SN0619
 SN0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SN0619'MARK NOT FOUND.
 SN0619
 SN0619                          STATION RECOVERY (1982)
 SN0619
 SN0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0319 ***********************************************************************
 SN0319  DESIGNATION -  C 3 B 1
 SN0319  PID         -  SN0319
 SN0319  STATE/COUNTY-  ND/MCLEAN
 SN0319  USGS QUAD   -  KONGSBERG (1981)
 SN0319
 SN0319                         *CURRENT SURVEY CONTROL
 SN0319  ___________________________________________________________________
 SN0319* NAD 83(1986)-  47 46 59.     (N)    100 48 08.     (W)     SCALED    
 SN0319* NAVD 88     -       620.741  (meters)    2036.55   (feet)  ADJUSTED  
 SN0319  ___________________________________________________________________
 SN0319  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SN0319  DYNAMIC HT  -         620.798 (meters)    2036.73  (feet)  COMP
 SN0319  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 SN0319
 SN0319  VERT ORDER  -  SECOND    CLASS 0
 SN0319
 SN0319.The horizontal coordinates were scaled from a topographic map and have
 SN0319.an estimated accuracy of +/- 6 seconds.
 SN0319
 SN0319.The orthometric height was determined by differential leveling
 SN0319.and adjusted by the National Geodetic Survey in June 1991..
 SN0319
 SN0319.The geoid height was determined by GEOID03.
 SN0319
 SN0319.The dynamic height is computed by dividing the NAVD 88
 SN0319.geopotential number by the normal gravity value computed on the
 SN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0319.degrees latitude (g = 980.6199 gals.).
 SN0319
 SN0319.The modeled gravity was interpolated from observed gravity values.
 SN0319
 SN0319;                    North         East    Units  Estimated Accuracy
 SN0319;SPC ND N     -    87,110.      577,350.      MT  (+/- 180 meters Scaled)
 SN0319
 SN0319                          SUPERSEDED SURVEY CONTROL
 SN0319
 SN0319  NGVD 29 (??/??/92)  620.34   (m)         2035.2    (f) COMPUTED    2 0
 SN0319
 SN0319.Superseded values are not recommended for survey control.
 SN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0319.See file dsdata.txt to determine how the superseded data were derived.
 SN0319
 SN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT650937(NAD 83)
 SN0319_MARKER: Z = SEE DESCRIPTION
 SN0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0319_SP_SET: PEDESTAL
 SN0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0319
 SN0319  HISTORY     - Date     Condition        Report By
 SN0319  HISTORY     - UNK      MONUMENTED       DOD
 SN0319  HISTORY     - 1962     GOOD             NGS
 SN0319
 SN0319                          STATION DESCRIPTION
 SN0319
 SN0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0319'9.9 MI SW FROM BUTTE.
 SN0319'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0319'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0319'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0319'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0319'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0319'A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0319'0.25 MILE WEST ALONG THE SOUTH EDGE OF A FIELD, ON THE NORTH SLOPE OF
 SN0319'A SMALL HILL, 10.0 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD, A 1 1/2
 SN0319'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0315 ***********************************************************************
 SN0315  DESIGNATION -  C 3 B 2
 SN0315  PID         -  SN0315
 SN0315  STATE/COUNTY-  ND/MCLEAN
 SN0315  USGS QUAD   -  KONGSBERG (1981)
 SN0315
 SN0315                         *CURRENT SURVEY CONTROL
 SN0315  ___________________________________________________________________
 SN0315* NAD 83(1986)-  47 47 09.     (N)    100 48 19.     (W)     SCALED    
 SN0315* NAVD 88     -       616.706  (meters)    2023.31   (feet)  ADJUSTED  
 SN0315  ___________________________________________________________________
 SN0315  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 SN0315  DYNAMIC HT  -         616.763 (meters)    2023.50  (feet)  COMP
 SN0315  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 SN0315
 SN0315  VERT ORDER  -  SECOND    CLASS 0
 SN0315
 SN0315.The horizontal coordinates were scaled from a topographic map and have
 SN0315.an estimated accuracy of +/- 6 seconds.
 SN0315
 SN0315.The orthometric height was determined by differential leveling
 SN0315.and adjusted by the National Geodetic Survey in June 1991..
 SN0315
 SN0315.The geoid height was determined by GEOID03.
 SN0315
 SN0315.The dynamic height is computed by dividing the NAVD 88
 SN0315.geopotential number by the normal gravity value computed on the
 SN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0315.degrees latitude (g = 980.6199 gals.).
 SN0315
 SN0315.The modeled gravity was interpolated from observed gravity values.
 SN0315
 SN0315;                    North         East    Units  Estimated Accuracy
 SN0315;SPC ND N     -    87,420.      577,130.      MT  (+/- 180 meters Scaled)
 SN0315
 SN0315                          SUPERSEDED SURVEY CONTROL
 SN0315
 SN0315  NGVD 29 (??/??/92)  616.30   (m)         2022.0    (f) COMPUTED    2 0
 SN0315
 SN0315.Superseded values are not recommended for survey control.
 SN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0315.See file dsdata.txt to determine how the superseded data were derived.
 SN0315
 SN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT647940(NAD 83)
 SN0315_MARKER: Z = SEE DESCRIPTION
 SN0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0315_SP_SET: PEDESTAL
 SN0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0315
 SN0315  HISTORY     - Date     Condition        Report By
 SN0315  HISTORY     - UNK      MONUMENTED       DOD
 SN0315  HISTORY     - 1962     GOOD             NGS
 SN0315
 SN0315                          STATION DESCRIPTION
 SN0315
 SN0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0315'9.6 MI SW FROM BUTTE.
 SN0315'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0315'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0315'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0315'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0315'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0315'A GRAVELED ROAD, THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0315'0.25 MILE WEST THROUGH A FIELD, 225.0 FEET NORTH OF A ROW OF TREES, A
 SN0315'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1354 ***********************************************************************
 TE1354  DESIGNATION -  C 3 RESET
 TE1354  PID         -  TE1354
 TE1354  STATE/COUNTY-  ND/PIERCE
 TE1354  USGS QUAD   -  RUGBY (1980)
 TE1354
 TE1354                         *CURRENT SURVEY CONTROL
 TE1354  ___________________________________________________________________
 TE1354* NAD 83(1986)-  48 22 10.     (N)    099 59 44.     (W)     SCALED    
 TE1354* NAVD 88     -       474.760  (meters)    1557.61   (feet)  ADJUSTED  
 TE1354  ___________________________________________________________________
 TE1354  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TE1354  DYNAMIC HT  -         474.855 (meters)    1557.92  (feet)  COMP
 TE1354  MODELED GRAV-     980,795.7   (mgal)                       NAVD 88
 TE1354
 TE1354  VERT ORDER  -  FIRST     CLASS II
 TE1354
 TE1354.The horizontal coordinates were scaled from a topographic map and have
 TE1354.an estimated accuracy of +/- 6 seconds.
 TE1354
 TE1354.The orthometric height was determined by differential leveling
 TE1354.and adjusted by the National Geodetic Survey in June 1991..
 TE1354
 TE1354.The geoid height was determined by GEOID03.
 TE1354
 TE1354.The dynamic height is computed by dividing the NAVD 88
 TE1354.geopotential number by the normal gravity value computed on the
 TE1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1354.degrees latitude (g = 980.6199 gals.).
 TE1354
 TE1354.The modeled gravity was interpolated from observed gravity values.
 TE1354
 TE1354;                    North         East    Units  Estimated Accuracy
 TE1354;SPC ND N     -   152,380.      637,370.      MT  (+/- 180 meters Scaled)
 TE1354
 TE1354                          SUPERSEDED SURVEY CONTROL
 TE1354
 TE1354  NGVD 29 (??/??/92)  474.405  (m)         1556.44   (f) ADJ UNCH    1 2
 TE1354
 TE1354.Superseded values are not recommended for survey control.
 TE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1354.See file dsdata.txt to determine how the superseded data were derived.
 TE1354
 TE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU262578(NAD 83)
 TE1354_MARKER: DB = BENCH MARK DISK
 TE1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1354_SP_SET: CONCRETE FOUNDATION
 TE1354_STAMPING: C 3 RESET 1556.444 1938
 TE1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1354
 TE1354  HISTORY     - Date     Condition        Report By
 TE1354  HISTORY     - 1938     MONUMENTED       CGS
 TE1354  HISTORY     - 1964     GOOD             NGS
 TE1354  HISTORY     - 1964     GOOD             NGS
 TE1354  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1354
 TE1354                          STATION DESCRIPTION
 TE1354
 TE1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1354'IN RUGBY.
 TE1354'AT RUGBY, IN S 1, T 156 N, R 73 W, 94 FEET SOUTHEAST OF THE SOUTHEAST
 TE1354'CORNER OF THE GREAT NORTHERN RAILWAY STATION, 105 FEET SOUTH OF THE
 TE1354'SOUTH RAIL OF THE MAIN TRACK, 154 FEET EAST OF THE CENTER LINE OF 3RD
 TE1354'AVENUE, SET IN THE TOP OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 TE1354'OF THE NORTHEAST LEG OF A WATER TANK, ABOUT 2 FEET BELOW THE LEVEL OF
 TE1354'THE TRACK, AND PROJECTING ABOUT 24 INCHES.
 TE1354
 TE1354                          STATION RECOVERY (1964)
 TE1354
 TE1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1354'RECOVERED IN GOOD CONDITION.
 TE1354
 TE1354                          STATION RECOVERY (1982)
 TE1354
 TE1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1354'NOT RECOVERED, WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0317 ***********************************************************************
 SN0317  DESIGNATION -  C 3 Z
 SN0317  PID         -  SN0317
 SN0317  STATE/COUNTY-  ND/MCLEAN
 SN0317  USGS QUAD   -  KONGSBERG (1981)
 SN0317
 SN0317                         *CURRENT SURVEY CONTROL
 SN0317  ___________________________________________________________________
 SN0317* NAD 83(1986)-  47 46 49.     (N)    100 48 19.     (W)     SCALED    
 SN0317* NAVD 88     -       637.006  (meters)    2089.91   (feet)  ADJUSTED  
 SN0317  ___________________________________________________________________
 SN0317  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SN0317  DYNAMIC HT  -         637.066 (meters)    2090.11  (feet)  COMP
 SN0317  MODELED GRAV-     980,684.3   (mgal)                       NAVD 88
 SN0317
 SN0317  VERT ORDER  -  SECOND    CLASS 0
 SN0317
 SN0317.The horizontal coordinates were scaled from a topographic map and have
 SN0317.an estimated accuracy of +/- 6 seconds.
 SN0317
 SN0317.The orthometric height was determined by differential leveling
 SN0317.and adjusted by the National Geodetic Survey in June 1991..
 SN0317
 SN0317.The geoid height was determined by GEOID03.
 SN0317
 SN0317.The dynamic height is computed by dividing the NAVD 88
 SN0317.geopotential number by the normal gravity value computed on the
 SN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0317.degrees latitude (g = 980.6199 gals.).
 SN0317
 SN0317.The modeled gravity was interpolated from observed gravity values.
 SN0317
 SN0317;                    North         East    Units  Estimated Accuracy
 SN0317;SPC ND N     -    86,800.      577,120.      MT  (+/- 180 meters Scaled)
 SN0317
 SN0317                          SUPERSEDED SURVEY CONTROL
 SN0317
 SN0317  NGVD 29 (??/??/92)  636.60   (m)         2088.6    (f) COMPUTED    2 0
 SN0317
 SN0317.Superseded values are not recommended for survey control.
 SN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0317.See file dsdata.txt to determine how the superseded data were derived.
 SN0317
 SN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT647934(NAD 83)
 SN0317_MARKER: DS = TRIANGULATION STATION DISK
 SN0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0317_STAMPING: C 3 Z 1962
 SN0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0317+STABILITY: SURFACE MOTION
 SN0317
 SN0317  HISTORY     - Date     Condition        Report By
 SN0317  HISTORY     - 1962     MONUMENTED       CGS
 SN0317
 SN0317                          STATION DESCRIPTION
 SN0317
 SN0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0317'9.7 MI SW FROM BUTTE.
 SN0317'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0317'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0317'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0317'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0317'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0317'A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0317'0.2 MILE SOUTHEAST ACROSS A FIELD, ON THE CREST OF A SMALL HILL, 30.6
 SN0317'FEET NORTH-NORTHEAST OF R.M. 1, 28.0 FEET SOUTHEAST OF R.M. 2, 5.0
 SN0317'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SN0317'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0318 ***********************************************************************
 SN0318  DESIGNATION -  C 3 Z RM 1
 SN0318  PID         -  SN0318
 SN0318  STATE/COUNTY-  ND/MCLEAN
 SN0318  USGS QUAD   -  KONGSBERG (1981)
 SN0318
 SN0318                         *CURRENT SURVEY CONTROL
 SN0318  ___________________________________________________________________
 SN0318* NAD 83(1986)-  47 46 48.     (N)    100 48 19.     (W)     SCALED    
 SN0318* NAVD 88     -       636.219  (meters)    2087.33   (feet)  ADJUSTED  
 SN0318  ___________________________________________________________________
 SN0318  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SN0318  DYNAMIC HT  -         636.278 (meters)    2087.52  (feet)  COMP
 SN0318  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SN0318
 SN0318  VERT ORDER  -  SECOND    CLASS 0
 SN0318
 SN0318.The horizontal coordinates were scaled from a topographic map and have
 SN0318.an estimated accuracy of +/- 6 seconds.
 SN0318
 SN0318.The orthometric height was determined by differential leveling
 SN0318.and adjusted by the National Geodetic Survey in June 1991..
 SN0318
 SN0318.The geoid height was determined by GEOID03.
 SN0318
 SN0318.The dynamic height is computed by dividing the NAVD 88
 SN0318.geopotential number by the normal gravity value computed on the
 SN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0318.degrees latitude (g = 980.6199 gals.).
 SN0318
 SN0318.The modeled gravity was interpolated from observed gravity values.
 SN0318
 SN0318;                    North         East    Units  Estimated Accuracy
 SN0318;SPC ND N     -    86,770.      577,120.      MT  (+/- 180 meters Scaled)
 SN0318
 SN0318                          SUPERSEDED SURVEY CONTROL
 SN0318
 SN0318  NGVD 29 (??/??/92)  635.82   (m)         2086.0    (f) COMPUTED    2 0
 SN0318
 SN0318.Superseded values are not recommended for survey control.
 SN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0318.See file dsdata.txt to determine how the superseded data were derived.
 SN0318
 SN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT647934(NAD 83)
 SN0318_MARKER: DR = REFERENCE MARK DISK
 SN0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0318_STAMPING: C 3 Z NO 1 1962
 SN0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0318+STABILITY: SURFACE MOTION
 SN0318
 SN0318  HISTORY     - Date     Condition        Report By
 SN0318  HISTORY     - 1962     MONUMENTED       CGS
 SN0318
 SN0318                          STATION DESCRIPTION
 SN0318
 SN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0318'9.7 MI SW FROM BUTTE.
 SN0318'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0318'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0318'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0318'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0318'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0318'A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0318'0.2 MILE SOUTHEAST ACROSS A FIELD, 40.0 FEET SOUTH OF R.M. 2, 30.6
 SN0318'FEET SOUTH-SOUTHWEST OF THE STATION, AND SET IN THE TOP OF A CONCRETE
 SN0318'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0316 ***********************************************************************
 SN0316  DESIGNATION -  C 3 Z RM 2
 SN0316  PID         -  SN0316
 SN0316  STATE/COUNTY-  ND/MCLEAN
 SN0316  USGS QUAD   -  KONGSBERG (1981)
 SN0316
 SN0316                         *CURRENT SURVEY CONTROL
 SN0316  ___________________________________________________________________
 SN0316* NAD 83(1986)-  47 46 50.     (N)    100 48 19.     (W)     SCALED    
 SN0316* NAVD 88     -       636.353  (meters)    2087.77   (feet)  ADJUSTED  
 SN0316  ___________________________________________________________________
 SN0316  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SN0316  DYNAMIC HT  -         636.412 (meters)    2087.96  (feet)  COMP
 SN0316  MODELED GRAV-     980,684.3   (mgal)                       NAVD 88
 SN0316
 SN0316  VERT ORDER  -  SECOND    CLASS 0
 SN0316
 SN0316.The horizontal coordinates were scaled from a topographic map and have
 SN0316.an estimated accuracy of +/- 6 seconds.
 SN0316
 SN0316.The orthometric height was determined by differential leveling
 SN0316.and adjusted by the National Geodetic Survey in June 1991..
 SN0316
 SN0316.The geoid height was determined by GEOID03.
 SN0316
 SN0316.The dynamic height is computed by dividing the NAVD 88
 SN0316.geopotential number by the normal gravity value computed on the
 SN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0316.degrees latitude (g = 980.6199 gals.).
 SN0316
 SN0316.The modeled gravity was interpolated from observed gravity values.
 SN0316
 SN0316;                    North         East    Units  Estimated Accuracy
 SN0316;SPC ND N     -    86,830.      577,120.      MT  (+/- 180 meters Scaled)
 SN0316
 SN0316                          SUPERSEDED SURVEY CONTROL
 SN0316
 SN0316  NGVD 29 (??/??/92)  635.95   (m)         2086.4    (f) COMPUTED    2 0
 SN0316
 SN0316.Superseded values are not recommended for survey control.
 SN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0316.See file dsdata.txt to determine how the superseded data were derived.
 SN0316
 SN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT647934(NAD 83)
 SN0316_MARKER: DB = BENCH MARK DISK
 SN0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0316_STAMPING: C 3 Z NO 2 1962
 SN0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0316+STABILITY: SURFACE MOTION
 SN0316
 SN0316  HISTORY     - Date     Condition        Report By
 SN0316  HISTORY     - 1962     MONUMENTED       CGS
 SN0316
 SN0316                          STATION DESCRIPTION
 SN0316
 SN0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0316'9.7 MI SW FROM BUTTE.
 SN0316'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0316'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0316'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0316'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1
 SN0316'MILES SOUTH-SOUTHWEST ALONG A DIRT ROAD, THENCE 1.85 MILES WEST ALONG
 SN0316'A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0316'0.2 MILE SOUTHEAST ACROSS A FIELD, 40.0 FEET NORTH OF R.M. 1, 28.0
 SN0316'FEET NORTHWEST OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 SN0316'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0481 ***********************************************************************
 RP0481  DESIGNATION -  C 30
 RP0481  PID         -  RP0481
 RP0481  STATE/COUNTY-  ND/RICHLAND
 RP0481  USGS QUAD   -  MOSELLE (1964)
 RP0481
 RP0481                         *CURRENT SURVEY CONTROL
 RP0481  ___________________________________________________________________
 RP0481* NAD 83(1986)-  46 12 33.     (N)    097 03 08.     (W)     SCALED    
 RP0481* NAVD 88     -       319.915  (meters)    1049.59   (feet)  ADJUSTED  
 RP0481  ___________________________________________________________________
 RP0481  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0481  DYNAMIC HT  -         319.918 (meters)    1049.60  (feet)  COMP
 RP0481  MODELED GRAV-     980,614.5   (mgal)                       NAVD 88
 RP0481
 RP0481  VERT ORDER  -  SECOND    CLASS 0
 RP0481
 RP0481.The horizontal coordinates were scaled from a topographic map and have
 RP0481.an estimated accuracy of +/- 6 seconds.
 RP0481
 RP0481.The orthometric height was determined by differential leveling
 RP0481.and adjusted by the National Geodetic Survey in June 1991..
 RP0481
 RP0481.The geoid height was determined by GEOID03.
 RP0481
 RP0481.The dynamic height is computed by dividing the NAVD 88
 RP0481.geopotential number by the normal gravity value computed on the
 RP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0481.degrees latitude (g = 980.6199 gals.).
 RP0481
 RP0481.The modeled gravity was interpolated from observed gravity values.
 RP0481
 RP0481;                    North         East    Units  Estimated Accuracy
 RP0481;SPC ND S     -    66,140.      865,980.      MT  (+/- 180 meters Scaled)
 RP0481
 RP0481                          SUPERSEDED SURVEY CONTROL
 RP0481
 RP0481  NGVD 29 (??/??/92)  319.659  (m)         1048.75   (f) ADJ UNCH    2 0
 RP0481
 RP0481.Superseded values are not recommended for survey control.
 RP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0481.See file dsdata.txt to determine how the superseded data were derived.
 RP0481
 RP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS502191(NAD 83)
 RP0481_MARKER: DB = BENCH MARK DISK
 RP0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0481_STAMPING: C-30 1934
 RP0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0481+STABILITY: SURFACE MOTION
 RP0481
 RP0481  HISTORY     - Date     Condition        Report By
 RP0481  HISTORY     - 1934     MONUMENTED       CGS
 RP0481
 RP0481                          STATION DESCRIPTION
 RP0481
 RP0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0481'5.7 MI SE FROM WYNDMERE.
 RP0481'5.7 MILES SOUTHEAST OF DEPOT AT.  ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0481'SAULT STE MARIE RAILROAD, 4 POLES NORTHWEST OF MILEPOLE NO. 218.  ST
 RP0481'PUBLIC ROAD CROSSING OF NORTH AND SOUTH ROAD, SOUTH OF SCHOOLHOUSE.
 RP0481'150 FEET NORTHWEST OF CENTER OF THE CROSSING, 47 FEET NORTHEAST OF THE
 RP0481'CENTERLINE OF THE TRACK, 65 FEET NORTHWEST OF TELEGRAPH POLE, 3 FEET
 RP0481'SOUTHWEST OF RIGHT OF WAY FENCE AND 4 FEET BELOW LEVEL OF TRACK.
 RP0481'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 RP0481'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1029 ***********************************************************************
 SL1029  DESIGNATION -  C 300
 SL1029  PID         -  SL1029
 SL1029  STATE/COUNTY-  ND/NELSON
 SL1029  USGS QUAD   -  ANETA (1967)
 SL1029
 SL1029                         *CURRENT SURVEY CONTROL
 SL1029  ___________________________________________________________________
 SL1029* NAD 83(1986)-  47 43 49.     (N)    097 54 12.     (W)     SCALED    
 SL1029* NAVD 88     -       453.243  (meters)    1487.01   (feet)  ADJUSTED  
 SL1029  ___________________________________________________________________
 SL1029  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 SL1029  DYNAMIC HT  -         453.306 (meters)    1487.22  (feet)  COMP
 SL1029  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 SL1029
 SL1029  VERT ORDER  -  SECOND    CLASS 0
 SL1029
 SL1029.The horizontal coordinates were scaled from a topographic map and have
 SL1029.an estimated accuracy of +/- 6 seconds.
 SL1029
 SL1029.The orthometric height was determined by differential leveling
 SL1029.and adjusted by the National Geodetic Survey in June 1991..
 SL1029
 SL1029.The geoid height was determined by GEOID03.
 SL1029
 SL1029.The dynamic height is computed by dividing the NAVD 88
 SL1029.geopotential number by the normal gravity value computed on the
 SL1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1029.degrees latitude (g = 980.6199 gals.).
 SL1029
 SL1029.The modeled gravity was interpolated from observed gravity values.
 SL1029
 SL1029;                    North         East    Units  Estimated Accuracy
 SL1029;SPC ND N     -    84,480.      794,740.      MT  (+/- 180 meters Scaled)
 SL1029
 SL1029                          SUPERSEDED SURVEY CONTROL
 SL1029
 SL1029  NGVD 29 (??/??/92)  452.873  (m)         1485.80   (f) ADJ UNCH    2 0
 SL1029
 SL1029.Superseded values are not recommended for survey control.
 SL1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1029.See file dsdata.txt to determine how the superseded data were derived.
 SL1029
 SL1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT822869(NAD 83)
 SL1029_MARKER: DB = BENCH MARK DISK
 SL1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1029_STAMPING: C 300 1963
 SL1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1029+STABILITY: SURFACE MOTION
 SL1029
 SL1029  HISTORY     - Date     Condition        Report By
 SL1029  HISTORY     - 1963     MONUMENTED       CGS
 SL1029
 SL1029                          STATION DESCRIPTION
 SL1029
 SL1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1029'7.7 MI NE FROM ANETA.
 SL1029'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SL1029'THENCE 3.65 MILES NORTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES EAST
 SL1029'ALONG A GRAVELED ROAD, IN SECTION 12, T 149 N, R 57 W, 104 FEET
 SL1029'NORTHEAST OF THE CENTER OF THE INTERSECTION OF GRAVELED ROADS, 99 FEET
 SL1029'NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET EAST OF THE CENTER LINE
 SL1029'OF THE NORTHSOUTH ROAD, 1 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF
 SL1029'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL1029'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1040 ***********************************************************************
 SL1040  DESIGNATION -  C 301
 SL1040  PID         -  SL1040
 SL1040  STATE/COUNTY-  ND/GRAND FORKS
 SL1040  USGS QUAD   -  NORTHWOOD NW (1970)
 SL1040
 SL1040                         *CURRENT SURVEY CONTROL
 SL1040  ___________________________________________________________________
 SL1040* NAD 83(1986)-  47 42 04.     (N)    097 41 17.     (W)     SCALED    
 SL1040* NAVD 88     -       362.533  (meters)    1189.41   (feet)  ADJUSTED  
 SL1040  ___________________________________________________________________
 SL1040  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 SL1040  DYNAMIC HT  -         362.584 (meters)    1189.58  (feet)  COMP
 SL1040  MODELED GRAV-     980,744.0   (mgal)                       NAVD 88
 SL1040
 SL1040  VERT ORDER  -  SECOND    CLASS 0
 SL1040
 SL1040.The horizontal coordinates were scaled from a topographic map and have
 SL1040.an estimated accuracy of +/- 6 seconds.
 SL1040
 SL1040.The orthometric height was determined by differential leveling
 SL1040.and adjusted by the National Geodetic Survey in June 1991..
 SL1040
 SL1040.The geoid height was determined by GEOID03.
 SL1040
 SL1040.The dynamic height is computed by dividing the NAVD 88
 SL1040.geopotential number by the normal gravity value computed on the
 SL1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1040.degrees latitude (g = 980.6199 gals.).
 SL1040
 SL1040.The modeled gravity was interpolated from observed gravity values.
 SL1040
 SL1040;                    North         East    Units  Estimated Accuracy
 SL1040;SPC ND N     -    81,800.      811,000.      MT  (+/- 180 meters Scaled)
 SL1040
 SL1040                          SUPERSEDED SURVEY CONTROL
 SL1040
 SL1040  NGVD 29 (??/??/92)  362.171  (m)         1188.22   (f) ADJ UNCH    2 0
 SL1040
 SL1040.Superseded values are not recommended for survey control.
 SL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1040.See file dsdata.txt to determine how the superseded data were derived.
 SL1040
 SL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT984839(NAD 83)
 SL1040_MARKER: DB = BENCH MARK DISK
 SL1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1040_STAMPING: C 301 1963
 SL1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1040+STABILITY: SURFACE MOTION
 SL1040
 SL1040  HISTORY     - Date     Condition        Report By
 SL1040  HISTORY     - 1963     MONUMENTED       CGS
 SL1040
 SL1040                          STATION DESCRIPTION
 SL1040
 SL1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1040'8.2 MI SW FROM NORTHWOOD.
 SL1040'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1040'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1040'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SL1040'WEST ALONG A GRAVELED ROAD, IN SECTION 22, T 149 N, R 55 W, 114 FEET
 SL1040'NORTHEAST OF THE INTERSECTION WITH A GRAVELED ROAD NORTH AND TRAIL
 SL1040'ROAD SOUTH, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 101 FEET
 SL1040'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 8 FEET WEST OF A
 SL1040'TELEPHONE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 SL1040'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SL1040'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1012 ***********************************************************************
 SL1012  DESIGNATION -  C 302
 SL1012  PID         -  SL1012
 SL1012  STATE/COUNTY-  ND/STEELE
 SL1012  USGS QUAD   -  GOLDEN LAKE (1970)
 SL1012
 SL1012                         *CURRENT SURVEY CONTROL
 SL1012  ___________________________________________________________________
 SL1012* NAD 83(1986)-  47 32 07.     (N)    097 42 28.     (W)     SCALED    
 SL1012* NAVD 88     -       383.664  (meters)    1258.74   (feet)  ADJUSTED  
 SL1012  ___________________________________________________________________
 SL1012  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL1012  DYNAMIC HT  -         383.712 (meters)    1258.90  (feet)  COMP
 SL1012  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SL1012
 SL1012  VERT ORDER  -  SECOND    CLASS 0
 SL1012
 SL1012.The horizontal coordinates were scaled from a topographic map and have
 SL1012.an estimated accuracy of +/- 6 seconds.
 SL1012
 SL1012.The orthometric height was determined by differential leveling
 SL1012.and adjusted by the National Geodetic Survey in June 1991..
 SL1012
 SL1012.The geoid height was determined by GEOID03.
 SL1012
 SL1012.The dynamic height is computed by dividing the NAVD 88
 SL1012.geopotential number by the normal gravity value computed on the
 SL1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1012.degrees latitude (g = 980.6199 gals.).
 SL1012
 SL1012.The modeled gravity was interpolated from observed gravity values.
 SL1012
 SL1012;                    North         East    Units  Estimated Accuracy
 SL1012;SPC ND N     -    63,320.      810,190.      MT  (+/- 180 meters Scaled)
 SL1012
 SL1012                          SUPERSEDED SURVEY CONTROL
 SL1012
 SL1012  NGVD 29 (??/??/92)  383.305  (m)         1257.56   (f) ADJ UNCH    2 0
 SL1012
 SL1012.Superseded values are not recommended for survey control.
 SL1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1012.See file dsdata.txt to determine how the superseded data were derived.
 SL1012
 SL1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT972654(NAD 83)
 SL1012_MARKER: DB = BENCH MARK DISK
 SL1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1012_STAMPING: C 302 1963
 SL1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1012+STABILITY: SURFACE MOTION
 SL1012
 SL1012  HISTORY     - Date     Condition        Report By
 SL1012  HISTORY     - 1963     MONUMENTED       CGS
 SL1012  HISTORY     - 1968     GOOD             DOD
 SL1012
 SL1012                          STATION DESCRIPTION
 SL1012
 SL1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1012'7.2 MI E FROM FINLEY.
 SL1012'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1012'FINLEY, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 19 T
 SL1012'147 N, R 55 W, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 35 FEET
 SL1012'SOUTH OF THE CENTER LINE OF A PRIVATE FIELD DRIVEWAY, 1.6 FEET NORTH
 SL1012'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND
 SL1012'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SL1012
 SL1012                          STATION RECOVERY (1968)
 SL1012
 SL1012'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0568 ***********************************************************************
 SL0568  DESIGNATION -  C 303
 SL0568  PID         -  SL0568
 SL0568  STATE/COUNTY-  ND/STEELE
 SL0568  USGS QUAD   -  BLABON (1967)
 SL0568
 SL0568                         *CURRENT SURVEY CONTROL
 SL0568  ___________________________________________________________________
 SL0568* NAD 83(1986)-  47 29 07.     (N)    097 49 32.     (W)     SCALED    
 SL0568* NAVD 88     -       429.154  (meters)    1407.98   (feet)  ADJUSTED  
 SL0568  ___________________________________________________________________
 SL0568  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0568  DYNAMIC HT  -         429.200 (meters)    1408.13  (feet)  COMP
 SL0568  MODELED GRAV-     980,706.6   (mgal)                       NAVD 88
 SL0568
 SL0568  VERT ORDER  -  SECOND    CLASS 0
 SL0568
 SL0568.The horizontal coordinates were scaled from a topographic map and have
 SL0568.an estimated accuracy of +/- 6 seconds.
 SL0568
 SL0568.The orthometric height was determined by differential leveling
 SL0568.and adjusted by the National Geodetic Survey in June 1991..
 SL0568
 SL0568.The geoid height was determined by GEOID03.
 SL0568
 SL0568.The dynamic height is computed by dividing the NAVD 88
 SL0568.geopotential number by the normal gravity value computed on the
 SL0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0568.degrees latitude (g = 980.6199 gals.).
 SL0568
 SL0568.The modeled gravity was interpolated from observed gravity values.
 SL0568
 SL0568;                    North         East    Units  Estimated Accuracy
 SL0568;SPC ND N     -    57,450.      801,520.      MT  (+/- 180 meters Scaled)
 SL0568
 SL0568                          SUPERSEDED SURVEY CONTROL
 SL0568
 SL0568  NGVD 29 (??/??/92)  428.789  (m)         1406.79   (f) ADJ UNCH    2 0
 SL0568
 SL0568.Superseded values are not recommended for survey control.
 SL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0568.See file dsdata.txt to determine how the superseded data were derived.
 SL0568
 SL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT884597(NAD 83)
 SL0568_MARKER: DB = BENCH MARK DISK
 SL0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0568_SP_SET: 24 FT
 SL0568_STAMPING: C 303 1963
 SL0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0568
 SL0568  HISTORY     - Date     Condition        Report By
 SL0568  HISTORY     - 1963     MONUMENTED       CGS
 SL0568
 SL0568                          STATION DESCRIPTION
 SL0568
 SL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0568'2.1 MI S FROM FINLEY.
 SL0568'0.5 MILE SOUTH ALONG STATE HIGHWAY 7 AND 32 FROM THE PUBLIC SCHOOL AT
 SL0568'FINLEY, THENCE 1.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY, IN
 SL0568'SECTION 5, T 146 N, R 56 W, AT A ROAD CROSSING, 37 FEET EAST OF THE
 SL0568'EAST RAIL, 179 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 SL0568'SOUTH OF A TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 SL0568'ABOUT LEVEL WITH THE TRACK AND SET ON THE TOP OF A 5/8-INCH COPPER
 SL0568'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A
 SL0568'6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0453 ***********************************************************************
 SM0453  DESIGNATION -  C 304
 SM0453  PID         -  SM0453
 SM0453  STATE/COUNTY-  ND/GRIGGS
 SM0453  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0453
 SM0453                         *CURRENT SURVEY CONTROL
 SM0453  ___________________________________________________________________
 SM0453* NAD 83(1986)-  47 25 28.     (N)    098 06 43.     (W)     SCALED    
 SM0453* NAVD 88     -       433.871  (meters)    1423.46   (feet)  ADJUSTED  
 SM0453  ___________________________________________________________________
 SM0453  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 SM0453  DYNAMIC HT  -         433.916 (meters)    1423.61  (feet)  COMP
 SM0453  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 SM0453
 SM0453  VERT ORDER  -  SECOND    CLASS 0
 SM0453
 SM0453.The horizontal coordinates were scaled from a topographic map and have
 SM0453.an estimated accuracy of +/- 6 seconds.
 SM0453
 SM0453.The orthometric height was determined by differential leveling
 SM0453.and adjusted by the National Geodetic Survey in June 1991..
 SM0453
 SM0453.The geoid height was determined by GEOID03.
 SM0453
 SM0453.The dynamic height is computed by dividing the NAVD 88
 SM0453.geopotential number by the normal gravity value computed on the
 SM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0453.degrees latitude (g = 980.6199 gals.).
 SM0453
 SM0453.The modeled gravity was interpolated from observed gravity values.
 SM0453
 SM0453;                    North         East    Units  Estimated Accuracy
 SM0453;SPC ND N     -    49,980.      780,150.      MT  (+/- 180 meters Scaled)
 SM0453
 SM0453                          SUPERSEDED SURVEY CONTROL
 SM0453
 SM0453  NGVD 29 (??/??/92)  433.513  (m)         1422.28   (f) ADJ UNCH    2 0
 SM0453
 SM0453.Superseded values are not recommended for survey control.
 SM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0453.See file dsdata.txt to determine how the superseded data were derived.
 SM0453
 SM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT669527(NAD 83)
 SM0453_MARKER: DB = BENCH MARK DISK
 SM0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0453_STAMPING: C 304 1963
 SM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0453+STABILITY: SURFACE MOTION
 SM0453
 SM0453  HISTORY     - Date     Condition        Report By
 SM0453  HISTORY     - 1963     MONUMENTED       CGS
 SM0453
 SM0453                          STATION DESCRIPTION
 SM0453
 SM0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0453'2.2 MI SE FROM COOPERSTOWN.
 SM0453'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0453'STATION AT COOPERSTOWN, THENCE 0.7 MILE EAST ALONG ROLLIN AVENUE,
 SM0453'THENCE 1.3 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 31, T 146 N,
 SM0453'R 55 W, AT THE COOPERSTOWN AIRPORT, 2.5 FEET SOUTHEAST OF THE
 SM0453'NORTHEAST CORNER OF THE CENTER HANGAR OF THE 3 MOST SOUTHERLY HANGARS,
 SM0453'1.6 FEET EAST OF THE EAST FACE OF THE HANGAR, AND SET IN THE TOP OF A
 SM0453'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0411 ***********************************************************************
 SM0411  DESIGNATION -  C 305
 SM0411  PID         -  SM0411
 SM0411  STATE/COUNTY-  ND/GRIGGS
 SM0411  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0411
 SM0411                         *CURRENT SURVEY CONTROL
 SM0411  ___________________________________________________________________
 SM0411* NAD 83(1986)-  47 26 33.     (N)    098 08 05.     (W)     SCALED    
 SM0411* NAVD 88     -       434.617  (meters)    1425.91   (feet)  ADJUSTED  
 SM0411  ___________________________________________________________________
 SM0411  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 SM0411  DYNAMIC HT  -         434.664 (meters)    1426.06  (feet)  COMP
 SM0411  MODELED GRAV-     980,706.5   (mgal)                       NAVD 88
 SM0411
 SM0411  VERT ORDER  -  SECOND    CLASS 0
 SM0411
 SM0411.The horizontal coordinates were scaled from a topographic map and have
 SM0411.an estimated accuracy of +/- 6 seconds.
 SM0411
 SM0411.The orthometric height was determined by differential leveling
 SM0411.and adjusted by the National Geodetic Survey in June 1991..
 SM0411
 SM0411.The geoid height was determined by GEOID03.
 SM0411
 SM0411.The dynamic height is computed by dividing the NAVD 88
 SM0411.geopotential number by the normal gravity value computed on the
 SM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0411.degrees latitude (g = 980.6199 gals.).
 SM0411
 SM0411.The modeled gravity was interpolated from observed gravity values.
 SM0411
 SM0411;                    North         East    Units  Estimated Accuracy
 SM0411;SPC ND N     -    51,940.      778,380.      MT  (+/- 180 meters Scaled)
 SM0411
 SM0411                          SUPERSEDED SURVEY CONTROL
 SM0411
 SM0411  NGVD 29 (??/??/92)  434.259  (m)         1424.73   (f) ADJ UNCH    2 0
 SM0411
 SM0411.Superseded values are not recommended for survey control.
 SM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0411.See file dsdata.txt to determine how the superseded data were derived.
 SM0411
 SM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT652547(NAD 83)
 SM0411_MARKER: DB = BENCH MARK DISK
 SM0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0411_STAMPING: C 305 1963
 SM0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0411+STABILITY: SURFACE MOTION
 SM0411
 SM0411  HISTORY     - Date     Condition        Report By
 SM0411  HISTORY     - 1963     MONUMENTED       CGS
 SM0411
 SM0411                          STATION DESCRIPTION
 SM0411
 SM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0411'0.5 MI SW FROM COOPERSTOWN.
 SM0411'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0411'STATION AT COOPERSTOWN, THENCE 0.3 MILE WEST ALONG ROLLIN AVENUE, IN
 SM0411'SECTION 23, T 146 N, R 59 W, AT AN INTERSECTION OF ROLLIN AVENUE AND A
 SM0411'CROSS ROAD, 97 FEET WEST OF THE CENTER LINE OF ROLLIN AVENUE, NORTH OF
 SM0411'THE EAST-WEST ROAD, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1.9 FEET WEST
 SM0411'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND
 SM0411'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0264 ***********************************************************************
 SM0264  DESIGNATION -  C 306
 SM0264  PID         -  SM0264
 SM0264  STATE/COUNTY-  ND/NELSON
 SM0264  USGS QUAD   -  MC VILLE SE (1963)
 SM0264
 SM0264                         *CURRENT SURVEY CONTROL
 SM0264  ___________________________________________________________________
 SM0264* NAD 83(1986)-  47 45 32.     (N)    098 07 05.     (W)     SCALED    
 SM0264* NAVD 88     -       455.488  (meters)    1494.38   (feet)  ADJUSTED  
 SM0264  ___________________________________________________________________
 SM0264  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 SM0264  DYNAMIC HT  -         455.561 (meters)    1494.62  (feet)  COMP
 SM0264  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 SM0264
 SM0264  VERT ORDER  -  SECOND    CLASS 0
 SM0264
 SM0264.The horizontal coordinates were scaled from a topographic map and have
 SM0264.an estimated accuracy of +/- 6 seconds.
 SM0264
 SM0264.The orthometric height was determined by differential leveling
 SM0264.and adjusted by the National Geodetic Survey in June 1991..
 SM0264
 SM0264.The geoid height was determined by GEOID03.
 SM0264
 SM0264.The dynamic height is computed by dividing the NAVD 88
 SM0264.geopotential number by the normal gravity value computed on the
 SM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0264.degrees latitude (g = 980.6199 gals.).
 SM0264
 SM0264.The modeled gravity was interpolated from observed gravity values.
 SM0264
 SM0264;                    North         East    Units  Estimated Accuracy
 SM0264;SPC ND N     -    87,140.      778,540.      MT  (+/- 180 meters Scaled)
 SM0264
 SM0264                          SUPERSEDED SURVEY CONTROL
 SM0264
 SM0264  NGVD 29 (??/??/92)  455.126  (m)         1493.19   (f) ADJ UNCH    2 0
 SM0264
 SM0264.Superseded values are not recommended for survey control.
 SM0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0264.See file dsdata.txt to determine how the superseded data were derived.
 SM0264
 SM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT660898(NAD 83)
 SM0264_MARKER: DB = BENCH MARK DISK
 SM0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0264_STAMPING: C 306 1963
 SM0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0264+STABILITY: SURFACE MOTION
 SM0264
 SM0264  HISTORY     - Date     Condition        Report By
 SM0264  HISTORY     - 1963     MONUMENTED       CGS
 SM0264
 SM0264                          STATION DESCRIPTION
 SM0264
 SM0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0264'3.15 MI E FROM MCVILLE.
 SM0264'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0264'STATION AT MCVILLE, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 SM0264'THENCE 2.05 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 5, T 149 N, R
 SM0264'58 W, 73 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF
 SM0264'THE EXTENDED CENTER LINE OF THE GRAVELED ROAD NORTH, 10 FEET WEST OF A
 SM0264'TELEPHONE POLE IN LINE WITH A ROW OF POLES, 1.4 FEET EAST OF A METAL
 SM0264'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SM0264'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1037 ***********************************************************************
 SL1037  DESIGNATION -  C 307
 SL1037  PID         -  SL1037
 SL1037  STATE/COUNTY-  ND/STEELE
 SL1037  USGS QUAD   -  ANETA (1967)
 SL1037
 SL1037                         *CURRENT SURVEY CONTROL
 SL1037  ___________________________________________________________________
 SL1037* NAD 83(1986)-  47 39 33.     (N)    097 52 53.     (W)     SCALED    
 SL1037* NAVD 88     -       448.856  (meters)    1472.62   (feet)  ADJUSTED  
 SL1037  ___________________________________________________________________
 SL1037  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL1037  DYNAMIC HT  -         448.914 (meters)    1472.81  (feet)  COMP
 SL1037  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SL1037
 SL1037  VERT ORDER  -  SECOND    CLASS 0
 SL1037
 SL1037.The horizontal coordinates were scaled from a topographic map and have
 SL1037.an estimated accuracy of +/- 6 seconds.
 SL1037
 SL1037.The orthometric height was determined by differential leveling
 SL1037.and adjusted by the National Geodetic Survey in June 1991..
 SL1037
 SL1037.The geoid height was determined by GEOID03.
 SL1037
 SL1037.The dynamic height is computed by dividing the NAVD 88
 SL1037.geopotential number by the normal gravity value computed on the
 SL1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1037.degrees latitude (g = 980.6199 gals.).
 SL1037
 SL1037.The modeled gravity was interpolated from observed gravity values.
 SL1037
 SL1037;                    North         East    Units  Estimated Accuracy
 SL1037;SPC ND N     -    76,630.      796,650.      MT  (+/- 180 meters Scaled)
 SL1037
 SL1037                          SUPERSEDED SURVEY CONTROL
 SL1037
 SL1037  NGVD 29 (??/??/92)  448.486  (m)         1471.41   (f) ADJ UNCH    2 0
 SL1037
 SL1037.Superseded values are not recommended for survey control.
 SL1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1037.See file dsdata.txt to determine how the superseded data were derived.
 SL1037
 SL1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT839790(NAD 83)
 SL1037_MARKER: DB = BENCH MARK DISK
 SL1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1037_STAMPING: C 307 1963
 SL1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1037+STABILITY: SURFACE MOTION
 SL1037
 SL1037  HISTORY     - Date     Condition        Report By
 SL1037  HISTORY     - 1963     MONUMENTED       CGS
 SL1037
 SL1037                          STATION DESCRIPTION
 SL1037
 SL1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1037'9.1 MI NE FROM SHARON.
 SL1037'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1037'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1037'4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.2 MILES WEST ALONG A
 SL1037'GRAVELED ROAD, IN SECTION 2, T 148 N, R 57 W, OR 0.2 MILE WEST ALONG
 SL1037'MAIN STREET FROM THE GREAT NORTHERN RAILWAY STATION AT ANETA, THENCE
 SL1037'1.55 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.3 MILES EAST ALONG
 SL1037'A GRAVELED ROAD, THENCE 3.6 MILES EAST ALONG A GRAVELED ROAD, 74 FEET
 SL1037'NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHWEST OF A POWER
 SL1037'POLE, 2 FEET SOUTH OF A RIGHT OF WAY FENCE, 1.5 FEET NORTH OF A METAL
 SL1037'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SL1037'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0355 ***********************************************************************
 SM0355  DESIGNATION -  C 308
 SM0355  PID         -  SM0355
 SM0355  STATE/COUNTY-  ND/GRIGGS
 SM0355  USGS QUAD   -  REVERE (1961)
 SM0355
 SM0355                         *CURRENT SURVEY CONTROL
 SM0355  ___________________________________________________________________
 SM0355* NAD 83(1986)-  47 22 21.     (N)    098 22 15.     (W)     SCALED    
 SM0355* NAVD 88     -       445.459  (meters)    1461.48   (feet)  ADJUSTED  
 SM0355  ___________________________________________________________________
 SM0355  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 SM0355  DYNAMIC HT  -         445.504 (meters)    1461.62  (feet)  COMP
 SM0355  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SM0355
 SM0355  VERT ORDER  -  SECOND    CLASS 0
 SM0355
 SM0355.The horizontal coordinates were scaled from a topographic map and have
 SM0355.an estimated accuracy of +/- 6 seconds.
 SM0355
 SM0355.The orthometric height was determined by differential leveling
 SM0355.and adjusted by the National Geodetic Survey in June 1991..
 SM0355
 SM0355.The geoid height was determined by GEOID03.
 SM0355
 SM0355.The dynamic height is computed by dividing the NAVD 88
 SM0355.geopotential number by the normal gravity value computed on the
 SM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0355.degrees latitude (g = 980.6199 gals.).
 SM0355
 SM0355.The modeled gravity was interpolated from observed gravity values.
 SM0355
 SM0355;                    North         East    Units  Estimated Accuracy
 SM0355;SPC ND N     -    43,640.      760,790.      MT  (+/- 180 meters Scaled)
 SM0355
 SM0355                          SUPERSEDED SURVEY CONTROL
 SM0355
 SM0355  NGVD 29 (??/??/92)  445.101  (m)         1460.30   (f) ADJ UNCH    2 0
 SM0355
 SM0355.Superseded values are not recommended for survey control.
 SM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0355.See file dsdata.txt to determine how the superseded data were derived.
 SM0355
 SM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT474467(NAD 83)
 SM0355_MARKER: DB = BENCH MARK DISK
 SM0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0355_STAMPING: C 308 1963
 SM0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0355+STABILITY: SURFACE MOTION
 SM0355
 SM0355  HISTORY     - Date     Condition        Report By
 SM0355  HISTORY     - 1963     MONUMENTED       CGS
 SM0355
 SM0355                          STATION DESCRIPTION
 SM0355
 SM0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0355'2.15 MI NW FROM REVERE.
 SM0355'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0355'STATION AND TELEPHONE BOOTH AT REVERE, OR ABOUT 3.9 MILES EAST ALONG
 SM0355'THE GREAT NORTHERN RAILWAY FROM THE STATION AT SUTTON, IN SECTION 18,
 SM0355'T 145 N, R 60 W, 21 POLES NORTHWEST OF MILEPOST 82, 75 FEET NORTHEAST
 SM0355'OF THE NORTHEAST RAIL, 77 FEET NORTHEAST OF THE CENTER OF A CROSSING
 SM0355'OF THE RAILROAD AND A ROAD, 46 FEET EAST OF THE CENTER LINE OF A
 SM0355'NORTH-SOUTH ROAD, 35 FEET NORTHEAST OF THE MORE NORTHEASTERLY OF TWO
 SM0355'TELEPHONE POLES, 1 1/2 FEET NORTHEAST OF A FENCE, 1.7 FEET SOUTHEAST
 SM0355'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 SM0355'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0194 ***********************************************************************
 SM0194  DESIGNATION -  C 309
 SM0194  PID         -  SM0194
 SM0194  STATE/COUNTY-  ND/GRIGGS
 SM0194  USGS QUAD   -  KLOTEN NW (1961)
 SM0194
 SM0194                         *CURRENT SURVEY CONTROL
 SM0194  ___________________________________________________________________
 SM0194* NAD 83(1986)-  47 38 44.     (N)    098 10 35.     (W)     SCALED    
 SM0194* NAVD 88     -       440.469  (meters)    1445.11   (feet)  ADJUSTED  
 SM0194  ___________________________________________________________________
 SM0194  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 SM0194  DYNAMIC HT  -         440.534 (meters)    1445.32  (feet)  COMP
 SM0194  MODELED GRAV-     980,744.5   (mgal)                       NAVD 88
 SM0194
 SM0194  VERT ORDER  -  SECOND    CLASS 0
 SM0194
 SM0194.The horizontal coordinates were scaled from a topographic map and have
 SM0194.an estimated accuracy of +/- 6 seconds.
 SM0194
 SM0194.The orthometric height was determined by differential leveling
 SM0194.and adjusted by the National Geodetic Survey in June 1991..
 SM0194
 SM0194.The geoid height was determined by GEOID03.
 SM0194
 SM0194.The dynamic height is computed by dividing the NAVD 88
 SM0194.geopotential number by the normal gravity value computed on the
 SM0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0194.degrees latitude (g = 980.6199 gals.).
 SM0194
 SM0194.The modeled gravity was interpolated from observed gravity values.
 SM0194
 SM0194;                    North         East    Units  Estimated Accuracy
 SM0194;SPC ND N     -    74,410.      774,550.      MT  (+/- 180 meters Scaled)
 SM0194
 SM0194                          SUPERSEDED SURVEY CONTROL
 SM0194
 SM0194  NGVD 29 (??/??/92)  440.113  (m)         1443.94   (f) ADJ UNCH    2 0
 SM0194
 SM0194.Superseded values are not recommended for survey control.
 SM0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0194.See file dsdata.txt to determine how the superseded data were derived.
 SM0194
 SM0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT618772(NAD 83)
 SM0194_MARKER: DB = BENCH MARK DISK
 SM0194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0194_SP_SET: 15.5 FT
 SM0194_STAMPING: C 309 1963
 SM0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0194
 SM0194  HISTORY     - Date     Condition        Report By
 SM0194  HISTORY     - 1963     MONUMENTED       CGS
 SM0194
 SM0194                          STATION DESCRIPTION
 SM0194
 SM0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0194'14.5 MI NE FROM BINFORD.
 SM0194'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0194'RAILWAY STATION AT BINFORD, THENCE 2.15 EAST ALONG A TRAIL ROAD TO A
 SM0194'FARMHOUSE, THENCE 1.2 MILES EAST ALONG A DIM TRAIL ROAD, THENCE 6.1
 SM0194'MILES NORTH ALONG A GRAVELED ROAD, OR ABOUT 0.9 MILE SOUTHEAST ALONG
 SM0194'THE GREAT NORTHERN RAILWAY FROM THE STATION AT MCVILLE, THENCE 6.0
 SM0194'MILES SOUTH ALONG COUNTY ROAD 35, THENCE 0.7 MILE WEST ALONG COUNTY
 SM0194'ROAD 35, THENCE 1.85 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 9,
 SM0194'T 148 N, R 59 W, 102 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 SM0194'INTERSECTION, 60 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 86
 SM0194'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 47 FEET
 SM0194'NORTH OF A CORNER FENCE POST, 2 FEET EAST OF A FENCE, 1.8 FEET
 SM0194'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 SM0194'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SM0194'DRIVEN TO A DEPTH OF 15 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 SM0194'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0533 ***********************************************************************
 RP0533  DESIGNATION -  C 31
 RP0533  PID         -  RP0533
 RP0533  STATE/COUNTY-  ND/RANSOM
 RP0533  USGS QUAD   -  ENGLEVALE (1962)
 RP0533
 RP0533                         *CURRENT SURVEY CONTROL
 RP0533  ___________________________________________________________________
 RP0533* NAD 83(1986)-  46 22 55.     (N)    097 57 20.     (W)     SCALED    
 RP0533* NAVD 88     -       407.695  (meters)    1337.58   (feet)  ADJUSTED  
 RP0533  ___________________________________________________________________
 RP0533  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RP0533  DYNAMIC HT  -         407.706 (meters)    1337.62  (feet)  COMP
 RP0533  MODELED GRAV-     980,629.0   (mgal)                       NAVD 88
 RP0533
 RP0533  VERT ORDER  -  SECOND    CLASS 0
 RP0533
 RP0533.The horizontal coordinates were scaled from a topographic map and have
 RP0533.an estimated accuracy of +/- 6 seconds.
 RP0533
 RP0533.The orthometric height was determined by differential leveling
 RP0533.and adjusted by the National Geodetic Survey in June 1991..
 RP0533
 RP0533.The geoid height was determined by GEOID03.
 RP0533
 RP0533.The dynamic height is computed by dividing the NAVD 88
 RP0533.geopotential number by the normal gravity value computed on the
 RP0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0533.degrees latitude (g = 980.6199 gals.).
 RP0533
 RP0533.The modeled gravity was interpolated from observed gravity values.
 RP0533
 RP0533;                    North         East    Units  Estimated Accuracy
 RP0533;SPC ND S     -    82,680.      795,700.      MT  (+/- 180 meters Scaled)
 RP0533
 RP0533                          SUPERSEDED SURVEY CONTROL
 RP0533
 RP0533  NGVD 29 (??/??/92)  407.363  (m)         1336.49   (f) ADJ UNCH    2 0
 RP0533
 RP0533.Superseded values are not recommended for survey control.
 RP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0533.See file dsdata.txt to determine how the superseded data were derived.
 RP0533
 RP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS803370(NAD 83)
 RP0533_MARKER: DB = BENCH MARK DISK
 RP0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0533_STAMPING: C 31 1934
 RP0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0533+STABILITY: SURFACE MOTION
 RP0533
 RP0533  HISTORY     - Date     Condition        Report By
 RP0533  HISTORY     - 1934     MONUMENTED       CGS
 RP0533
 RP0533                          STATION DESCRIPTION
 RP0533
 RP0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0533'2.2 MI SW FROM ENGLEVALE.
 RP0533'2.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0533'STATION AT ENGLEVALE, RANSOM COUNTY, ABOUT 7 POLES EAST OF MILEPOST
 RP0533'70, ABOUT 7 POLES WEST OF A PUBLIC-ROAD CROSSING AT THE EAST END OF A
 RP0533'LONG FILL, ABOUT 2 POLES EAST OF A WHISTLE SIGNAL, 48 FEET SOUTH OF
 RP0533'THE CENTER LINE OF THE TRACK, 8 FEET NORTH OF A POLE, AND ABOUT LEVEL
 RP0533'WITH THE TRACK.  A STANDARD DISK, STAMPED C 31 1934 AND SET IN THE TOP
 RP0533'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0368 ***********************************************************************
 RP0368  DESIGNATION -  C 32
 RP0368  PID         -  RP0368
 RP0368  STATE/COUNTY-  ND/RICHLAND
 RP0368  USGS QUAD   -  CHRISTINE (1979)
 RP0368
 RP0368                         *CURRENT SURVEY CONTROL
 RP0368  ___________________________________________________________________
 RP0368* NAD 83(1986)-  46 34 30.     (N)    096 48 15.     (W)     SCALED    
 RP0368* NAVD 88     -       283.121  (meters)     928.87   (feet)  ADJUSTED  
 RP0368  ___________________________________________________________________
 RP0368  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0368  DYNAMIC HT  -         283.140 (meters)     928.94  (feet)  COMP
 RP0368  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 RP0368
 RP0368  VERT ORDER  -  FIRST     CLASS II
 RP0368
 RP0368.The horizontal coordinates were scaled from a topographic map and have
 RP0368.an estimated accuracy of +/- 6 seconds.
 RP0368
 RP0368.The orthometric height was determined by differential leveling
 RP0368.and adjusted by the National Geodetic Survey in June 1991..
 RP0368.WARNING-Repeat measurements at this control monument indicate possible
 RP0368.vertical movement.
 RP0368
 RP0368.The geoid height was determined by GEOID03.
 RP0368
 RP0368.The dynamic height is computed by dividing the NAVD 88
 RP0368.geopotential number by the normal gravity value computed on the
 RP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0368.degrees latitude (g = 980.6199 gals.).
 RP0368
 RP0368.The modeled gravity was interpolated from observed gravity values.
 RP0368
 RP0368;                    North         East    Units  Estimated Accuracy
 RP0368;SPC ND S     -   107,630.      883,190.      MT  (+/- 180 meters Scaled)
 RP0368
 RP0368                          SUPERSEDED SURVEY CONTROL
 RP0368
 RP0368  NGVD 29 (??/??/92)  282.832  (m)          927.92   (f) ADJ UNCH    1 2
 RP0368
 RP0368.Superseded values are not recommended for survey control.
 RP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0368.See file dsdata.txt to determine how the superseded data were derived.
 RP0368
 RP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS682602(NAD 83)
 RP0368_MARKER: DB = BENCH MARK DISK
 RP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0368_SP_SET: CONCRETE POST
 RP0368_STAMPING: C 32 1934
 RP0368_MARK LOGO: CGS   
 RP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0368+STABILITY: SURFACE MOTION
 RP0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0368+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP0368
 RP0368  HISTORY     - Date     Condition        Report By
 RP0368  HISTORY     - 1934     MONUMENTED       CGS
 RP0368  HISTORY     - 1962     GOOD             NGS
 RP0368  HISTORY     - 19900723 GOOD             NGS
 RP0368
 RP0368                          STATION DESCRIPTION
 RP0368
 RP0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0368'IN CHRISTINE.
 RP0368'AT CHRISTINE, RICHLAND COUNTY, 77 FEET SOUTHEAST OF THE CHICAGO,
 RP0368'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, 32 FEET SOUTHEAST OF
 RP0368'THE CENTER OF A CROSSING, 17 FEET NORTHEAST OF THE CENTER LINE OF THE
 RP0368'TRACK, 5.6 FEET SOUTH OF A CROSSING SIGN, 2 FEET NORTHWEST OF A WHITE
 RP0368'POST MARKED U.S.B.M., AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 RP0368'DISK, STAMPED C 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RP0368
 RP0368                          STATION RECOVERY (1990)
 RP0368
 RP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0368'IN CHRISTINE, AT THE INTERSECTION OF SECOND AND MAIN STREETS, 42.7 M
 RP0368'(140.1 FT) NORTHEAST OF A FIRE HYDRANT, 31.5 M (103.3 FT) NORTH OF
 RP0368'THE NORTHEAST CORNER OF AN ABANDONED STONE BUILDING, 21.7 M (71.2 FT)
 RP0368'EAST OF THE EXTENDED CENTER OF SECOND STREET, 17.2 M (56.4 FT) NORTH
 RP0368'OF THE CENTER OF MAIN STREET, AND THE MONUMENT PROJECTS 0.05 M (0.16
 RP0368'FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN HIT AND THE 19
 RP0368'OF THE STAMPED DATE IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0545 ***********************************************************************
 TG0545  DESIGNATION -  C 325 RESET
 TG0545  PID         -  TG0545
 TG0545  STATE/COUNTY-  ND/MOUNTRAIL
 TG0545  USGS QUAD   -  STANLEY (1981)
 TG0545
 TG0545                         *CURRENT SURVEY CONTROL
 TG0545  ___________________________________________________________________
 TG0545* NAD 83(1986)-  48 22 21.     (N)    102 23 47.     (W)     SCALED    
 TG0545* NAVD 88     -       669.78   (+/-2cm)    2197.4    (feet)  VERTCON   
 TG0545  ___________________________________________________________________
 TG0545  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0545
 TG0545  VERT ORDER  -  THIRD (See Below)
 TG0545
 TG0545.The horizontal coordinates were scaled from a topographic map and have
 TG0545.an estimated accuracy of +/- 6 seconds.
 TG0545
 TG0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0545.The vertical order pertains to the NGVD 29 superseded value.
 TG0545
 TG0545.The geoid height was determined by GEOID03.
 TG0545
 TG0545;                    North         East    Units  Estimated Accuracy
 TG0545;SPC ND N     -   154,330.      459,530.      MT  (+/- 180 meters Scaled)
 TG0545
 TG0545                          SUPERSEDED SURVEY CONTROL
 TG0545
 TG0545  NGVD 29 (11/04/04)  669.32   (m)         2195.9    (f) RESET       3  
 TG0545
 TG0545.Superseded values are not recommended for survey control.
 TG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0545.See file dsdata.txt to determine how the superseded data were derived.
 TG0545
 TG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP928609(NAD 83)
 TG0545_MARKER: DB = BENCH MARK DISK
 TG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0545_STAMPING: C 325 RESET 1952
 TG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0545+STABILITY: SURFACE MOTION
 TG0545
 TG0545  HISTORY     - Date     Condition        Report By
 TG0545  HISTORY     - 1952     MONUMENTED       NDHD
 TG0545  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0545
 TG0545                          STATION DESCRIPTION
 TG0545
 TG0545'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG0545'3.7 MI N FROM STANLEY.
 TG0545'3.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE GREAT NORTHERN RAILWAY
 TG0545'STATION AT STANLEY, MOUNTRAIL COUNTY, AT THE MIDDLE OF A LONG SLOPE,
 TG0545'75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 38.4 FEET SOUTH OF A
 TG0545'POLE.
 TG0545
 TG0545                          STATION RECOVERY (1963)
 TG0545
 TG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0890 ***********************************************************************
 TG0890  DESIGNATION -  C 326 RESET
 TG0890  PID         -  TG0890
 TG0890  STATE/COUNTY-  ND/MOUNTRAIL
 TG0890  USGS QUAD   -  WHITE EARTH (1969)
 TG0890
 TG0890                         *CURRENT SURVEY CONTROL
 TG0890  ___________________________________________________________________
 TG0890* NAD 83(1986)-  48 27 33.     (N)    102 49 14.     (W)     SCALED    
 TG0890* NAVD 88     -       709.726  (meters)    2328.49   (feet)  ADJUSTED  
 TG0890  ___________________________________________________________________
 TG0890  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0890  DYNAMIC HT  -         709.834 (meters)    2328.85  (feet)  COMP
 TG0890  MODELED GRAV-     980,738.4   (mgal)                       NAVD 88
 TG0890
 TG0890  VERT ORDER  -  SECOND    CLASS 0
 TG0890
 TG0890.The horizontal coordinates were scaled from a topographic map and have
 TG0890.an estimated accuracy of +/- 6 seconds.
 TG0890
 TG0890.The orthometric height was determined by differential leveling
 TG0890.and adjusted by the National Geodetic Survey in June 1991..
 TG0890
 TG0890.The geoid height was determined by GEOID03.
 TG0890
 TG0890.The dynamic height is computed by dividing the NAVD 88
 TG0890.geopotential number by the normal gravity value computed on the
 TG0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0890.degrees latitude (g = 980.6199 gals.).
 TG0890
 TG0890.The modeled gravity was interpolated from observed gravity values.
 TG0890
 TG0890;                    North         East    Units  Estimated Accuracy
 TG0890;SPC ND N     -   164,820.      428,400.      MT  (+/- 180 meters Scaled)
 TG0890
 TG0890                          SUPERSEDED SURVEY CONTROL
 TG0890
 TG0890  NGVD 29 (??/??/92)  709.249  (m)         2326.93   (f) ADJ UNCH    2 0
 TG0890
 TG0890.Superseded values are not recommended for survey control.
 TG0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0890.See file dsdata.txt to determine how the superseded data were derived.
 TG0890
 TG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP611696(NAD 83)
 TG0890_MARKER: DB = BENCH MARK DISK
 TG0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0890_STAMPING: C 326 1935 RESET 1946
 TG0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0890+STABILITY: SURFACE MOTION
 TG0890
 TG0890  HISTORY     - Date     Condition        Report By
 TG0890  HISTORY     - 1946     MONUMENTED       CGS
 TG0890
 TG0890                          STATION DESCRIPTION
 TG0890
 TG0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0890'7.1 MI N FROM WHITE EARTH.
 TG0890'7.1 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0890'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, AT A ROAD
 TG0890'INTERSECTION, 47 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG0890'ROAD, 46 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 1
 TG0890'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER
 TG0890'THAN THE ROAD.  A STANDARD DISK, STAMPED C 326 1935 RESET 1946 AND SET
 TG0890'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0995 ***********************************************************************
 TG0995  DESIGNATION -  C 327
 TG0995  PID         -  TG0995
 TG0995  STATE/COUNTY-  ND/BURKE
 TG0995  USGS QUAD   -  LUNDS VALLEY (1978)
 TG0995
 TG0995                         *CURRENT SURVEY CONTROL
 TG0995  ___________________________________________________________________
 TG0995* NAD 83(1986)-  48 34 32.     (N)    102 34 54.     (W)     SCALED    
 TG0995* NAVD 88     -       695.529  (meters)    2281.91   (feet)  ADJUSTED  
 TG0995  ___________________________________________________________________
 TG0995  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG0995  DYNAMIC HT  -         695.653 (meters)    2282.32  (feet)  COMP
 TG0995  MODELED GRAV-     980,765.9   (mgal)                       NAVD 88
 TG0995
 TG0995  VERT ORDER  -  SECOND    CLASS 0
 TG0995
 TG0995.The horizontal coordinates were scaled from a topographic map and have
 TG0995.an estimated accuracy of +/- 6 seconds.
 TG0995
 TG0995.The orthometric height was determined by differential leveling
 TG0995.and adjusted by the National Geodetic Survey in June 1991..
 TG0995
 TG0995.The geoid height was determined by GEOID03.
 TG0995
 TG0995.The dynamic height is computed by dividing the NAVD 88
 TG0995.geopotential number by the normal gravity value computed on the
 TG0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0995.degrees latitude (g = 980.6199 gals.).
 TG0995
 TG0995.The modeled gravity was interpolated from observed gravity values.
 TG0995
 TG0995;                    North         East    Units  Estimated Accuracy
 TG0995;SPC ND N     -   177,250.      446,410.      MT  (+/- 180 meters Scaled)
 TG0995
 TG0995                          SUPERSEDED SURVEY CONTROL
 TG0995
 TG0995  NGVD 29 (??/??/92)  695.084  (m)         2280.45   (f) ADJ UNCH    2 0
 TG0995
 TG0995.Superseded values are not recommended for survey control.
 TG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0995.See file dsdata.txt to determine how the superseded data were derived.
 TG0995
 TG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP783830(NAD 83)
 TG0995_MARKER: DB = BENCH MARK DISK
 TG0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0995_STAMPING: C 327 1935
 TG0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0995+STABILITY: SURFACE MOTION
 TG0995
 TG0995  HISTORY     - Date     Condition        Report By
 TG0995  HISTORY     - 1935     MONUMENTED       CGS
 TG0995  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0995
 TG0995                          STATION DESCRIPTION
 TG0995
 TG0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0995'3.0 MI E FROM POWERS LAKE.
 TG0995'3.0 MILES EAST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, BURKE COUNTY,
 TG0995'THENCE 1.0 MILE NORTH ALONG THE LIGNITE ROAD.  39 FEET WEST OF THE
 TG0995'CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE CENTERLINE OF A PRIVATE
 TG0995'ENTRANCE, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3-1/2 FEET
 TG0995'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 327 1935 AND SET IN
 TG0995'THE TOP OF A CONCRETE POST.
 TG0995
 TG0995                          STATION RECOVERY (1974)
 TG0995
 TG0995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0328 ***********************************************************************
 TG0328  DESIGNATION -  C 328
 TG0328  PID         -  TG0328
 TG0328  STATE/COUNTY-  ND/WARD
 TG0328  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0328
 TG0328                         *CURRENT SURVEY CONTROL
 TG0328  ___________________________________________________________________
 TG0328* NAD 83(1986)-  48 36 13.     (N)    102 12 45.     (W)     SCALED    
 TG0328* NAVD 88     -       685.632  (meters)    2249.44   (feet)  ADJUSTED  
 TG0328  ___________________________________________________________________
 TG0328  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG0328  DYNAMIC HT  -         685.755 (meters)    2249.85  (feet)  COMP
 TG0328  MODELED GRAV-     980,766.8   (mgal)                       NAVD 88
 TG0328
 TG0328  VERT ORDER  -  SECOND    CLASS 0
 TG0328
 TG0328.The horizontal coordinates were scaled from a topographic map and have
 TG0328.an estimated accuracy of +/- 6 seconds.
 TG0328
 TG0328.The orthometric height was determined by differential leveling
 TG0328.and adjusted by the National Geodetic Survey in June 1991..
 TG0328.WARNING-Repeat measurements at this control monument indicate possible
 TG0328.vertical movement.
 TG0328
 TG0328.The geoid height was determined by GEOID03.
 TG0328
 TG0328.The dynamic height is computed by dividing the NAVD 88
 TG0328.geopotential number by the normal gravity value computed on the
 TG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0328.degrees latitude (g = 980.6199 gals.).
 TG0328
 TG0328.The modeled gravity was interpolated from observed gravity values.
 TG0328
 TG0328;                    North         East    Units  Estimated Accuracy
 TG0328;SPC ND N     -   179,700.      473,720.      MT  (+/- 180 meters Scaled)
 TG0328
 TG0328                          SUPERSEDED SURVEY CONTROL
 TG0328
 TG0328  NGVD 29 (??/??/92)  685.208  (m)         2248.05   (f) ADJ UNCH    2 0
 TG0328
 TG0328.Superseded values are not recommended for survey control.
 TG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0328.See file dsdata.txt to determine how the superseded data were derived.
 TG0328
 TG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP054871(NAD 83)
 TG0328_MARKER: DB = BENCH MARK DISK
 TG0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0328_STAMPING: C 328 1935
 TG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0328+STABILITY: SURFACE MOTION
 TG0328
 TG0328  HISTORY     - Date     Condition        Report By
 TG0328  HISTORY     - 1935     MONUMENTED       CGS
 TG0328  HISTORY     - 1963     GOOD             NGS
 TG0328
 TG0328                          STATION DESCRIPTION
 TG0328
 TG0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0328'13.4 MI NW FROM COULEE.
 TG0328'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0328'RAILWAY STATION AT COULEE, THENCE 4.1 MILES NORTH ALONG A GRAVELED
 TG0328'ROAD, ABOUT 1.0 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 55 FEET
 TG0328'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A GRADED DIRT ROAD
 TG0328'LEADING EAST AND A FARM ROAD LEADING WEST, 48 FEET SOUTH OF THE
 TG0328'CENTERLINE OF THE ROAD LEADING EAST, 26 FEET EAST OF THE CENTERLINE OF
 TG0328'THE ROAD LEADING SOUTH, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TG0328'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0328'POST PROJECTING 12 INCHES, S 17, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0191 ***********************************************************************
 TG0191  DESIGNATION -  C 329
 TG0191  PID         -  TG0191
 TG0191  STATE/COUNTY-  ND/BURKE
 TG0191  USGS QUAD   -  WOBURN (1948)
 TG0191
 TG0191                         *CURRENT SURVEY CONTROL
 TG0191  ___________________________________________________________________
 TG0191* NAD 83(1986)-  48 49 18.     (N)    102 24 51.     (W)     SCALED    
 TG0191* NAVD 88     -       596.351  (meters)    1956.53   (feet)  ADJUSTED  
 TG0191  ___________________________________________________________________
 TG0191  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 TG0191  DYNAMIC HT  -         596.478 (meters)    1956.94  (feet)  COMP
 TG0191  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TG0191
 TG0191  VERT ORDER  -  FIRST     CLASS II
 TG0191
 TG0191.The horizontal coordinates were scaled from a topographic map and have
 TG0191.an estimated accuracy of +/- 6 seconds.
 TG0191
 TG0191.The orthometric height was determined by differential leveling
 TG0191.and adjusted by the National Geodetic Survey in June 1991..
 TG0191
 TG0191.The geoid height was determined by GEOID03.
 TG0191
 TG0191.The dynamic height is computed by dividing the NAVD 88
 TG0191.geopotential number by the normal gravity value computed on the
 TG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0191.degrees latitude (g = 980.6199 gals.).
 TG0191
 TG0191.The modeled gravity was interpolated from observed gravity values.
 TG0191
 TG0191;                    North         East    Units  Estimated Accuracy
 TG0191;SPC ND N     -   204,290.      459,450.      MT  (+/- 180 meters Scaled)
 TG0191
 TG0191                          SUPERSEDED SURVEY CONTROL
 TG0191
 TG0191  NGVD 29 (??/??/92)  595.949  (m)         1955.21   (f) ADJ UNCH    1 2
 TG0191
 TG0191.Superseded values are not recommended for survey control.
 TG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0191.See file dsdata.txt to determine how the superseded data were derived.
 TG0191
 TG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ898108(NAD 83)
 TG0191_MARKER: DB = BENCH MARK DISK
 TG0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0191_STAMPING: C 329 1935
 TG0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0191+STABILITY: SURFACE MOTION
 TG0191
 TG0191  HISTORY     - Date     Condition        Report By
 TG0191  HISTORY     - 1935     MONUMENTED       CGS
 TG0191  HISTORY     - 1963     GOOD             NGS
 TG0191
 TG0191                          STATION DESCRIPTION
 TG0191
 TG0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0191'7.2 MI NW FROM BOWBELLS.
 TG0191'ABOUT 2.0 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0191'BOWBELLS, THENCE 5.2 MILES WEST ALONG A GRAVELED ROAD, IN S 30, R 90
 TG0191'W, T 162 N, 57 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WOBURN
 TG0191'SCHOOL, 54 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 TG0191'INTERSECTION, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0191'EAST, 34 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 27
 TG0191'FEET NORTHWEST OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE
 TG0191'ROAD LEADING EAST, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2
 TG0191'FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 TG0191'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0241 ***********************************************************************
 RP0241  DESIGNATION -  C 33
 RP0241  PID         -  RP0241
 RP0241  STATE/COUNTY-  ND/RICHLAND
 RP0241  USGS QUAD   -  FAIRMOUNT (1973)
 RP0241
 RP0241                         *CURRENT SURVEY CONTROL
 RP0241  ___________________________________________________________________
 RP0241* NAD 83(1986)-  46 03 56.     (N)    096 36 30.     (W)     SCALED    
 RP0241* NAVD 88     -       300.153  (meters)     984.75   (feet)  ADJUSTED  
 RP0241  ___________________________________________________________________
 RP0241  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP0241  DYNAMIC HT  -         300.154 (meters)     984.76  (feet)  COMP
 RP0241  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RP0241
 RP0241  VERT ORDER  -  SECOND    CLASS 0
 RP0241
 RP0241.The horizontal coordinates were scaled from a topographic map and have
 RP0241.an estimated accuracy of +/- 6 seconds.
 RP0241
 RP0241.The orthometric height was determined by differential leveling
 RP0241.and adjusted by the National Geodetic Survey in June 1991..
 RP0241
 RP0241.The geoid height was determined by GEOID03.
 RP0241
 RP0241.The dynamic height is computed by dividing the NAVD 88
 RP0241.geopotential number by the normal gravity value computed on the
 RP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0241.degrees latitude (g = 980.6199 gals.).
 RP0241
 RP0241.The modeled gravity was interpolated from observed gravity values.
 RP0241
 RP0241;                    North         East    Units  Estimated Accuracy
 RP0241;SPC ND S     -    51,800.      900,990.      MT  (+/- 180 meters Scaled)
 RP0241
 RP0241                          SUPERSEDED SURVEY CONTROL
 RP0241
 RP0241  NGVD 29 (??/??/92)  299.942  (m)          984.06   (f) ADJ UNCH    2 0
 RP0241
 RP0241.Superseded values are not recommended for survey control.
 RP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0241.See file dsdata.txt to determine how the superseded data were derived.
 RP0241
 RP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS849041(NAD 83)
 RP0241_MARKER: DB = BENCH MARK DISK
 RP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0241_STAMPING: C 33 1934
 RP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0241+STABILITY: SURFACE MOTION
 RP0241
 RP0241  HISTORY     - Date     Condition        Report By
 RP0241  HISTORY     - 1934     MONUMENTED       CGS
 RP0241  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0241
 RP0241                          STATION DESCRIPTION
 RP0241
 RP0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0241'IN FAIRMOUNT.
 RP0241'AT FAIRMOUNT, RICHLAND COUNTY, AT THE GREAT NORTHERN RAILWAY STATION,
 RP0241'25 FEET NORTH OF THE WEST END OF THE PLATFORM, 17 POLES EAST OF
 RP0241'MILEPOST 12, 470 FEET WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RP0241'PACIFIC RAILROAD CROSSING, 20 FEET NORTH OF THE CENTERLINE OF THE
 RP0241'TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 33
 RP0241'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RP0241
 RP0241                          STATION RECOVERY (1990)
 RP0241
 RP0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1202 ***********************************************************************
 TF1202  DESIGNATION -  C 330 RESET
 TF1202  PID         -  TF1202
 TF1202  STATE/COUNTY-  ND/WARD
 TF1202  USGS QUAD   -  BERTHOLD (1980)
 TF1202
 TF1202                         *CURRENT SURVEY CONTROL
 TF1202  ___________________________________________________________________
 TF1202* NAD 83(1986)-  48 20 31.     (N)    101 43 40.     (W)     SCALED    
 TF1202* NAVD 88     -       619.629  (meters)    2032.90   (feet)  ADJUSTED  
 TF1202  ___________________________________________________________________
 TF1202  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 TF1202  DYNAMIC HT  -         619.737 (meters)    2033.25  (feet)  COMP
 TF1202  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 TF1202
 TF1202  VERT ORDER  -  FIRST     CLASS II
 TF1202
 TF1202.The horizontal coordinates were scaled from a topographic map and have
 TF1202.an estimated accuracy of +/- 6 seconds.
 TF1202
 TF1202.The orthometric height was determined by differential leveling
 TF1202.and adjusted by the National Geodetic Survey in June 1991..
 TF1202
 TF1202.The geoid height was determined by GEOID03.
 TF1202
 TF1202.The dynamic height is computed by dividing the NAVD 88
 TF1202.geopotential number by the normal gravity value computed on the
 TF1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1202.degrees latitude (g = 980.6199 gals.).
 TF1202
 TF1202.The modeled gravity was interpolated from observed gravity values.
 TF1202
 TF1202;                    North         East    Units  Estimated Accuracy
 TF1202;SPC ND N     -   149,930.      508,990.      MT  (+/- 180 meters Scaled)
 TF1202
 TF1202                          SUPERSEDED SURVEY CONTROL
 TF1202
 TF1202.No superseded survey control is available for this station.
 TF1202
 TF1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU978579(NAD 83)
 TF1202_MARKER: DB = BENCH MARK DISK
 TF1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1202_STAMPING: C 330 RESET 1966
 TF1202_MARK LOGO: CGS   
 TF1202_PROJECTION: PROJECTING 8 CENTIMETERS
 TF1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1202+STABILITY: SURFACE MOTION
 TF1202
 TF1202  HISTORY     - Date     Condition        Report By
 TF1202  HISTORY     - 1966     MONUMENTED       CGS
 TF1202  HISTORY     - 1981     GOOD             NGS
 TF1202  HISTORY     - 1982     GOOD             NGS
 TF1202
 TF1202                          STATION DESCRIPTION
 TF1202
 TF1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1202'2.6 MI N FROM BERTHOLD.
 TF1202'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1202'AT BERTHOLD, THENCE 2.2 MILES NORTH ALONG STATE HIGHWAY 28, IN SECTION
 TF1202'15, R 86 W, T 156 N, IN THE NORTHEAST ANGLE OF A CROSSROAD, 100 FEET
 TF1202'EAST OF THE CENTERLINE OF STATE HIGHWAY 28, 38 FEET NORTH OF THE
 TF1202'CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, AND
 TF1202'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 TF1202
 TF1202                          STATION RECOVERY (1981)
 TF1202
 TF1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1202'RECOVERED IN GOOD CONDITION.
 TF1202
 TF1202                          STATION RECOVERY (1982)
 TF1202
 TF1202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1202'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TF1202'0.6 KM (0.35 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1202'THE RAILROAD STATION IN BERTHOLD, THENCE 3.5 KM (2.15 MI) NORTHERLY
 TF1202'ALONG STATE HIGHWAY 28, 31.0 METERS (101.7 FT) EAST OF THE CENTERLINE
 TF1202'OF THE HIGHWAY, 11.9 METERS (39.0 FT) NORTH OF THE CENTER OF A DIRT
 TF1202'ROAD LEADING EAST AND 2.9 METERS (9.5 FT) SOUTH OF TELEPHONE PEDESTAL
 TF1202'NUMBER 10.
 TF1202'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 TF1202'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1031 ***********************************************************************
 TG1031  DESIGNATION -  C 331
 TG1031  PID         -  TG1031
 TG1031  STATE/COUNTY-  ND/BURKE
 TG1031  USGS QUAD   -  GRUBB LAKE (1974)
 TG1031
 TG1031                         *CURRENT SURVEY CONTROL
 TG1031  ___________________________________________________________________
 TG1031* NAD 83(1986)-  48 43 12.     (N)    102 38 29.     (W)     SCALED    
 TG1031* NAVD 88     -       743.804  (meters)    2440.30   (feet)  ADJUSTED  
 TG1031  ___________________________________________________________________
 TG1031  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG1031  DYNAMIC HT  -         743.941 (meters)    2440.75  (feet)  COMP
 TG1031  MODELED GRAV-     980,769.6   (mgal)                       NAVD 88
 TG1031
 TG1031  VERT ORDER  -  SECOND    CLASS 0
 TG1031
 TG1031.The horizontal coordinates were scaled from a topographic map and have
 TG1031.an estimated accuracy of +/- 6 seconds.
 TG1031
 TG1031.The orthometric height was determined by differential leveling
 TG1031.and adjusted by the National Geodetic Survey in June 1991..
 TG1031
 TG1031.The geoid height was determined by GEOID03.
 TG1031
 TG1031.The dynamic height is computed by dividing the NAVD 88
 TG1031.geopotential number by the normal gravity value computed on the
 TG1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1031.degrees latitude (g = 980.6199 gals.).
 TG1031
 TG1031.The modeled gravity was interpolated from observed gravity values.
 TG1031
 TG1031;                    North         East    Units  Estimated Accuracy
 TG1031;SPC ND N     -   193,430.      442,460.      MT  (+/- 180 meters Scaled)
 TG1031
 TG1031                          SUPERSEDED SURVEY CONTROL
 TG1031
 TG1031  NGVD 29 (??/??/92)  743.350  (m)         2438.81   (f) ADJ UNCH    2 0
 TG1031
 TG1031.Superseded values are not recommended for survey control.
 TG1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1031.See file dsdata.txt to determine how the superseded data were derived.
 TG1031
 TG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP734990(NAD 83)
 TG1031_MARKER: DB = BENCH MARK DISK
 TG1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1031_STAMPING: C 331 1935
 TG1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1031+STABILITY: SURFACE MOTION
 TG1031
 TG1031  HISTORY     - Date     Condition        Report By
 TG1031  HISTORY     - 1935     MONUMENTED       CGS
 TG1031  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1031
 TG1031                          STATION DESCRIPTION
 TG1031
 TG1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1031'12.6 MI S FROM COLUMBUS.
 TG1031'12.6 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE COUNTY,
 TG1031'THENCE 6.2 MILES EAST ALONG A ROAD.  54 FEET WEST OF THE CENTERLINE OF
 TG1031'THE ROAD, 21 FEET SOUTH OF THE CENTER OF A CURVE, 2 FEET NORTH OF THE
 TG1031'RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A
 TG1031'STANDARD DISK, STAMPED C 331 1935 AND SET IN THE TOP OF A CONCRETE
 TG1031'POST.
 TG1031
 TG1031                          STATION RECOVERY (1974)
 TG1031
 TG1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0978 ***********************************************************************
 TG0978  DESIGNATION -  C 332
 TG0978  PID         -  TG0978
 TG0978  STATE/COUNTY-  ND/BURKE
 TG0978  USGS QUAD   -  COLUMBUS SE (1981)
 TG0978
 TG0978                         *CURRENT SURVEY CONTROL
 TG0978  ___________________________________________________________________
 TG0978* NAD 83(1986)-  48 45 50.     (N)    102 45 52.     (W)     SCALED    
 TG0978* NAVD 88     -       740.434  (meters)    2429.24   (feet)  ADJUSTED  
 TG0978  ___________________________________________________________________
 TG0978  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG0978  DYNAMIC HT  -         740.570 (meters)    2429.69  (feet)  COMP
 TG0978  MODELED GRAV-     980,769.1   (mgal)                       NAVD 88
 TG0978
 TG0978  VERT ORDER  -  SECOND    CLASS 0
 TG0978
 TG0978.The horizontal coordinates were scaled from a topographic map and have
 TG0978.an estimated accuracy of +/- 6 seconds.
 TG0978
 TG0978.The orthometric height was determined by differential leveling
 TG0978.and adjusted by the National Geodetic Survey in June 1991..
 TG0978
 TG0978.The geoid height was determined by GEOID03.
 TG0978
 TG0978.The dynamic height is computed by dividing the NAVD 88
 TG0978.geopotential number by the normal gravity value computed on the
 TG0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0978.degrees latitude (g = 980.6199 gals.).
 TG0978
 TG0978.The modeled gravity was interpolated from observed gravity values.
 TG0978
 TG0978;                    North         East    Units  Estimated Accuracy
 TG0978;SPC ND N     -   198,570.      433,550.      MT  (+/- 180 meters Scaled)
 TG0978
 TG0978                          SUPERSEDED SURVEY CONTROL
 TG0978
 TG0978  NGVD 29 (??/??/92)  739.972  (m)         2427.72   (f) ADJ UNCH    2 0
 TG0978
 TG0978.Superseded values are not recommended for survey control.
 TG0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0978.See file dsdata.txt to determine how the superseded data were derived.
 TG0978
 TG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ642036(NAD 83)
 TG0978_MARKER: DB = BENCH MARK DISK
 TG0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0978_STAMPING: C 332 1935
 TG0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0978+STABILITY: SURFACE MOTION
 TG0978
 TG0978  HISTORY     - Date     Condition        Report By
 TG0978  HISTORY     - 1935     MONUMENTED       CGS
 TG0978
 TG0978                          STATION DESCRIPTION
 TG0978
 TG0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0978'10.3 MI S FROM COLUMBUS.
 TG0978'10.3 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE COUNTY,
 TG0978'AT A ROAD INTERSECTION, 69 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 TG0978'30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE
 TG0978'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A
 TG0978'STANDARD DISK, STAMPED C 332 1935 AND SET IN THE TOP OF A CONCRETE
 TG0978'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0979 ***********************************************************************
 TG0979  DESIGNATION -  C 332 RESET
 TG0979  PID         -  TG0979
 TG0979  STATE/COUNTY-  ND/BURKE
 TG0979  USGS QUAD   -  COLUMBUS SE (1981)
 TG0979
 TG0979                         *CURRENT SURVEY CONTROL
 TG0979  ___________________________________________________________________
 TG0979* NAD 83(1986)-  48 45 49.     (N)    102 45 53.     (W)     SCALED    
 TG0979* NAVD 88     -       740.12   (+/-2cm)    2428.2    (feet)  VERTCON   
 TG0979  ___________________________________________________________________
 TG0979  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG0979
 TG0979  VERT ORDER  -  THIRD (See Below)
 TG0979
 TG0979.The horizontal coordinates were scaled from a topographic map and have
 TG0979.an estimated accuracy of +/- 6 seconds.
 TG0979
 TG0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0979.The vertical order pertains to the NGVD 29 superseded value.
 TG0979
 TG0979.The geoid height was determined by GEOID03.
 TG0979
 TG0979;                    North         East    Units  Estimated Accuracy
 TG0979;SPC ND N     -   198,540.      433,530.      MT  (+/- 180 meters Scaled)
 TG0979
 TG0979                          SUPERSEDED SURVEY CONTROL
 TG0979
 TG0979  NGVD 29 (11/04/04)  739.66   (m)         2426.7    (f) RESET       3  
 TG0979
 TG0979.Superseded values are not recommended for survey control.
 TG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0979.See file dsdata.txt to determine how the superseded data were derived.
 TG0979
 TG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ642035(NAD 83)
 TG0979_MARKER: DB = BENCH MARK DISK
 TG0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0979_STAMPING: C 332 RESET 1964
 TG0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0979+STABILITY: SURFACE MOTION
 TG0979
 TG0979  HISTORY     - Date     Condition        Report By
 TG0979  HISTORY     - 1964     MONUMENTED       CGS
 TG0979
 TG0979                          STATION DESCRIPTION
 TG0979
 TG0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TG0979'10.3 MI S FROM COLUMBUS.
 TG0979'ABOUT 10.3 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE
 TG0979'COUNTY, IN THE SOUTHEAST ANGLE OF CROSSROADS, ABOUT 0.45 MILE NORTH OF
 TG0979'A CHURCH, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 70 FEET
 TG0979'SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND 1.5 FEET SOUTH OF A
 TG0979'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0979'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1017 ***********************************************************************
 TG1017  DESIGNATION -  C 333
 TG1017  PID         -  TG1017
 TG1017  STATE/COUNTY-  ND/WILLIAMS
 TG1017  USGS QUAD   -  MC GREGOR (1974)
 TG1017
 TG1017                         *CURRENT SURVEY CONTROL
 TG1017  ___________________________________________________________________
 TG1017* NAD 83(1986)-  48 36 15.     (N)    102 55 46.     (W)     SCALED    
 TG1017* NAVD 88     -       691.986  (meters)    2270.29   (feet)  ADJUSTED  
 TG1017  ___________________________________________________________________
 TG1017  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG1017  DYNAMIC HT  -         692.101 (meters)    2270.67  (feet)  COMP
 TG1017  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 TG1017
 TG1017  VERT ORDER  -  SECOND    CLASS 0
 TG1017
 TG1017.The horizontal coordinates were scaled from a topographic map and have
 TG1017.an estimated accuracy of +/- 6 seconds.
 TG1017
 TG1017.The orthometric height was determined by differential leveling
 TG1017.and adjusted by the National Geodetic Survey in June 1991..
 TG1017
 TG1017.The geoid height was determined by GEOID03.
 TG1017
 TG1017.The dynamic height is computed by dividing the NAVD 88
 TG1017.geopotential number by the normal gravity value computed on the
 TG1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1017.degrees latitude (g = 980.6199 gals.).
 TG1017
 TG1017.The modeled gravity was interpolated from observed gravity values.
 TG1017
 TG1017;                    North         East    Units  Estimated Accuracy
 TG1017;SPC ND N     -   181,180.      420,860.      MT  (+/- 180 meters Scaled)
 TG1017
 TG1017                          SUPERSEDED SURVEY CONTROL
 TG1017
 TG1017  NGVD 29 (??/??/92)  691.519  (m)         2268.76   (f) ADJ UNCH    2 0
 TG1017
 TG1017.Superseded values are not recommended for survey control.
 TG1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1017.See file dsdata.txt to determine how the superseded data were derived.
 TG1017
 TG1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP526855(NAD 83)
 TG1017_MARKER: DB = BENCH MARK DISK
 TG1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1017_STAMPING: C 333 1935
 TG1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1017+STABILITY: SURFACE MOTION
 TG1017
 TG1017  HISTORY     - Date     Condition        Report By
 TG1017  HISTORY     - 1935     MONUMENTED       CGS
 TG1017  HISTORY     - 1957     POOR             NGS
 TG1017
 TG1017                          STATION DESCRIPTION
 TG1017
 TG1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TG1017'0.5 MI N FROM MCGREGOR.
 TG1017'0.5 MILE NORTH ALONG STATE HIGHWAY 50 FROM MCGREGOR, WILLIAMS COUNTY,
 TG1017'AT A ROAD INTERSECTION, 40 FEET NORTH OF THE CENTERLINE OF THE
 TG1017'EAST-AND-WEST ROAD, 39 FEET WEST OF THE CENTERLINE OF THE
 TG1017'NORTH-AND-SOUTH ROAD, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 TG1017'2-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 333 1935
 TG1017'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ONE SIDE IS CHIPPED OFF
 TG1017'THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0992 ***********************************************************************
 TF0992  DESIGNATION -  C 334
 TF0992  PID         -  TF0992
 TF0992  STATE/COUNTY-  ND/WARD
 TF0992  USGS QUAD   -  DEERING SE (1949)
 TF0992
 TF0992                         *CURRENT SURVEY CONTROL
 TF0992  ___________________________________________________________________
 TF0992* NAD 83(1986)-  48 17 54.     (N)    101 07 23.     (W)     SCALED    
 TF0992* NAVD 88     -       484.071  (meters)    1588.16   (feet)  ADJUSTED  
 TF0992  ___________________________________________________________________
 TF0992  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 TF0992  DYNAMIC HT  -         484.165 (meters)    1588.46  (feet)  COMP
 TF0992  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TF0992
 TF0992  VERT ORDER  -  SECOND    CLASS 0
 TF0992
 TF0992.The horizontal coordinates were scaled from a topographic map and have
 TF0992.an estimated accuracy of +/- 6 seconds.
 TF0992
 TF0992.The orthometric height was determined by differential leveling
 TF0992.and adjusted by the National Geodetic Survey in June 1991..
 TF0992
 TF0992.The geoid height was determined by GEOID03.
 TF0992
 TF0992.The dynamic height is computed by dividing the NAVD 88
 TF0992.geopotential number by the normal gravity value computed on the
 TF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0992.degrees latitude (g = 980.6199 gals.).
 TF0992
 TF0992.The modeled gravity was interpolated from observed gravity values.
 TF0992
 TF0992;                    North         East    Units  Estimated Accuracy
 TF0992;SPC ND N     -   144,540.      553,780.      MT  (+/- 180 meters Scaled)
 TF0992
 TF0992                          SUPERSEDED SURVEY CONTROL
 TF0992
 TF0992  NGVD 29 (??/??/92)  483.680  (m)         1586.87   (f) ADJ UNCH    2 0
 TF0992
 TF0992.Superseded values are not recommended for survey control.
 TF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0992.See file dsdata.txt to determine how the superseded data were derived.
 TF0992
 TF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU425516(NAD 83)
 TF0992_MARKER: DB = BENCH MARK DISK
 TF0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0992_STAMPING: C-334 1935
 TF0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0992+STABILITY: SURFACE MOTION
 TF0992
 TF0992  HISTORY     - Date     Condition        Report By
 TF0992  HISTORY     - 1935     MONUMENTED       CGS
 TF0992  HISTORY     - 1940     GOOD             NGS
 TF0992
 TF0992                          STATION DESCRIPTION
 TF0992
 TF0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0992'5 MI NE FROM SURREY.
 TF0992'ABOUT 1 MILE EAST ALONG U. S. HIGHWAY 2 FROM THE CROSSING OF THE GREAT
 TF0992'NORTHERN RAILWAY AT SURREY, WARD COUNTY, THENCE ABOUT 4 MILES NORTH
 TF0992'ALONG THE WOLSETH ROAD, AT A ROAD JUNCTION, 45 FEET WEST OF THE CENTER
 TF0992'LINE OF THE MAIN ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE SIDE
 TF0992'ROAD, 16 FEET WEST OF A POWER LINE POLE, 1 FOOT SOUTH OF THE FENCE,
 TF0992'LEVEL WITH THE ROAD AND 1 FOOT WEST OF A WHITE WOODEN POST STENCILED
 TF0992'U.S. B.M.  A STANDARD DISK STAMPED C-334 1935 AND SET IN THE TOP OF A
 TF0992'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0997 ***********************************************************************
 TF0997  DESIGNATION -  C 335 RESET
 TF0997  PID         -  TF0997
 TF0997  STATE/COUNTY-  ND/WARD
 TF0997  USGS QUAD   -  BURLINGTON NE (1979)
 TF0997
 TF0997                         *CURRENT SURVEY CONTROL
 TF0997  ___________________________________________________________________
 TF0997* NAD 83(1986)-  48 23 10.     (N)    101 17 58.     (W)     SCALED    
 TF0997* NAVD 88     -       502.01   (+/-2cm)    1647.0    (feet)  VERTCON   
 TF0997  ___________________________________________________________________
 TF0997  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 TF0997
 TF0997  VERT ORDER  -  THIRD (See Below)
 TF0997
 TF0997.The horizontal coordinates were scaled from a topographic map and have
 TF0997.an estimated accuracy of +/- 6 seconds.
 TF0997
 TF0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0997.The vertical order pertains to the NGVD 29 superseded value.
 TF0997
 TF0997.The geoid height was determined by GEOID03.
 TF0997
 TF0997;                    North         East    Units  Estimated Accuracy
 TF0997;SPC ND N     -   154,420.      540,790.      MT  (+/- 180 meters Scaled)
 TF0997
 TF0997                          SUPERSEDED SURVEY CONTROL
 TF0997
 TF0997  NGVD 29 (11/04/04)  501.61   (m)         1645.7    (f) RESET       3  
 TF0997
 TF0997.Superseded values are not recommended for survey control.
 TF0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0997.See file dsdata.txt to determine how the superseded data were derived.
 TF0997
 TF0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU297617(NAD 83)
 TF0997_MARKER: DB = BENCH MARK DISK
 TF0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0997_STAMPING: C 335 RESET 1966
 TF0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0997+STABILITY: SURFACE MOTION
 TF0997
 TF0997  HISTORY     - Date     Condition        Report By
 TF0997  HISTORY     - 1966     MONUMENTED       CGS
 TF0997
 TF0997                          STATION DESCRIPTION
 TF0997
 TF0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0997'1.0 MI N FROM RUTHVILLE.
 TF0997'ABOUT 10.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE BRIDGE OVER
 TF0997'SOURIS RIVER AT MINOT, 1 MILE NORTH OF RUTHVILLE, AT A ROAD
 TF0997'INTERSECTION, 113 FEET WEST OF THE CENTERLINE OF THE WEST LANE OF U.S.
 TF0997'HIGHWAY 83, 83.5 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 1.5 FEET
 TF0997'EAST OF A CONCRETE RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A METAL WITNESS
 TF0997'POST, AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 TF0997'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1183 ***********************************************************************
 TF1183  DESIGNATION -  C 336
 TF1183  PID         -  TF1183
 TF1183  STATE/COUNTY-  ND/WARD
 TF1183  USGS QUAD   -  CARPIO NE (1979)
 TF1183
 TF1183                         *CURRENT SURVEY CONTROL
 TF1183  ___________________________________________________________________
 TF1183* NAD 83(1986)-  48 27 26.     (N)    101 35 07.     (W)     SCALED    
 TF1183* NAVD 88     -       483.598  (meters)    1586.60   (feet)  ADJUSTED  
 TF1183  ___________________________________________________________________
 TF1183  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1183  DYNAMIC HT  -         483.690 (meters)    1586.91  (feet)  COMP
 TF1183  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 TF1183
 TF1183  VERT ORDER  -  SECOND    CLASS 0
 TF1183
 TF1183.The horizontal coordinates were scaled from a topographic map and have
 TF1183.an estimated accuracy of +/- 6 seconds.
 TF1183
 TF1183.The orthometric height was determined by differential leveling
 TF1183.and adjusted by the National Geodetic Survey in June 1991..
 TF1183
 TF1183.The geoid height was determined by GEOID03.
 TF1183
 TF1183.The dynamic height is computed by dividing the NAVD 88
 TF1183.geopotential number by the normal gravity value computed on the
 TF1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1183.degrees latitude (g = 980.6199 gals.).
 TF1183
 TF1183.The modeled gravity was interpolated from observed gravity values.
 TF1183
 TF1183;                    North         East    Units  Estimated Accuracy
 TF1183;SPC ND N     -   162,580.      519,740.      MT  (+/- 180 meters Scaled)
 TF1183
 TF1183                          SUPERSEDED SURVEY CONTROL
 TF1183
 TF1183  NGVD 29 (??/??/92)  483.218  (m)         1585.36   (f) ADJ UNCH    2 0
 TF1183
 TF1183.Superseded values are not recommended for survey control.
 TF1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1183.See file dsdata.txt to determine how the superseded data were derived.
 TF1183
 TF1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU088703(NAD 83)
 TF1183_MARKER: DB = BENCH MARK DISK
 TF1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1183_SP_SET: BRIDGE
 TF1183_STAMPING: C 336 1935
 TF1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1183
 TF1183  HISTORY     - Date     Condition        Report By
 TF1183  HISTORY     - 1935     MONUMENTED       CGS
 TF1183
 TF1183                          STATION DESCRIPTION
 TF1183
 TF1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1183'1.0 MI N FROM CARPIO.
 TF1183'1.0 MILE NORTH ALONG A ROAD FROM THE SOO LINE RAILROAD STATION
 TF1183'(FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD) AT
 TF1183'CARPIO, WARD COUNTY, 6.1 MILES EAST ALONG A ROAD PARALLELING SOURIS
 TF1183'RIVER.  AT A BRIDGE OVER THE RIVER, IN THE TOP OF THE LEVEL PART OF
 TF1183'THE NORTHWEST CONCRETE WINGWALL, AND 1/2 FOOT HIGHER THAN THE ROAD. A
 TF1183'STANDARD DISK, STAMPED C 336 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1595 ***********************************************************************
 TF1595  DESIGNATION -  C 337
 TF1595  PID         -  TF1595
 TF1595  STATE/COUNTY-  ND/RENVILLE
 TF1595  USGS QUAD   -  NORMA (1948)
 TF1595
 TF1595                         *CURRENT SURVEY CONTROL
 TF1595  ___________________________________________________________________
 TF1595* NAD 83(1986)-  48 43 38.     (N)    101 58 25.     (W)     SCALED    
 TF1595* NAVD 88     -       576.152  (meters)    1890.26   (feet)  POSTED    
 TF1595  ___________________________________________________________________
 TF1595  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 TF1595  DYNAMIC HT  -         576.270 (meters)    1890.65  (feet)  COMP
 TF1595  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 TF1595
 TF1595  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TF1595
 TF1595.The horizontal coordinates were scaled from a topographic map and have
 TF1595.an estimated accuracy of +/- 6 seconds.
 TF1595
 TF1595.The orthometric height was determined by differential leveling
 TF1595.and adjusted by the National Geodetic Survey in 1992..
 TF1595.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TF1595.rate of 4.1 thru 8.0 mm/km.
 TF1595
 TF1595.The geoid height was determined by GEOID03.
 TF1595
 TF1595.The dynamic height is computed by dividing the NAVD 88
 TF1595.geopotential number by the normal gravity value computed on the
 TF1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1595.degrees latitude (g = 980.6199 gals.).
 TF1595
 TF1595.The modeled gravity was interpolated from observed gravity values.
 TF1595
 TF1595;                    North         East    Units  Estimated Accuracy
 TF1595;SPC ND N     -   193,080.      491,590.      MT  (+/- 180 meters Scaled)
 TF1595
 TF1595                          SUPERSEDED SURVEY CONTROL
 TF1595
 TF1595  NGVD 29 (??/??/92)  575.769  (m)         1889.00   (f) ADJ UNCH    2 0
 TF1595
 TF1595.Superseded values are not recommended for survey control.
 TF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1595.See file dsdata.txt to determine how the superseded data were derived.
 TF1595
 TF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV813014(NAD 83)
 TF1595_MARKER: DB = BENCH MARK DISK
 TF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1595_STAMPING: C 337 1935
 TF1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1595+STABILITY: SURFACE MOTION
 TF1595
 TF1595  HISTORY     - Date     Condition        Report By
 TF1595  HISTORY     - 1935     MONUMENTED       CGS
 TF1595
 TF1595                          STATION DESCRIPTION
 TF1595
 TF1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1595'IN NORMA.
 TF1595'AT NORMA, RENVILLE COUNTY, ON THE SOO LINE RAILROAD, 3 POLES WEST OF
 TF1595'THE STATION, AT A ROAD CROSSING, 90 FEET WEST OF THE CENTERLINE OF THE
 TF1595'ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTH
 TF1595'OF A POLE.  A STANDARD DISK, STAMPED C 337 1935 AND SET IN THE TOP OF
 TF1595'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1432 ***********************************************************************
 TF1432  DESIGNATION -  C 339
 TF1432  PID         -  TF1432
 TF1432  STATE/COUNTY-  ND/RENVILLE
 TF1432  USGS QUAD   -  MOHALL (1980)
 TF1432
 TF1432                         *CURRENT SURVEY CONTROL
 TF1432  ___________________________________________________________________
 TF1432* NAD 83(1986)-  48 45 47.     (N)    101 30 37.     (W)     SCALED    
 TF1432* NAVD 88     -       499.886  (meters)    1640.04   (feet)  ADJUSTED  
 TF1432  ___________________________________________________________________
 TF1432  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF1432  DYNAMIC HT  -         499.994 (meters)    1640.40  (feet)  COMP
 TF1432  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 TF1432
 TF1432  VERT ORDER  -  SECOND    CLASS 0
 TF1432
 TF1432.The horizontal coordinates were scaled from a topographic map and have
 TF1432.an estimated accuracy of +/- 6 seconds.
 TF1432
 TF1432.The orthometric height was determined by differential leveling
 TF1432.and adjusted by the National Geodetic Survey in June 1991..
 TF1432
 TF1432.The geoid height was determined by GEOID03.
 TF1432
 TF1432.The dynamic height is computed by dividing the NAVD 88
 TF1432.geopotential number by the normal gravity value computed on the
 TF1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1432.degrees latitude (g = 980.6199 gals.).
 TF1432
 TF1432.The modeled gravity was interpolated from observed gravity values.
 TF1432
 TF1432;                    North         East    Units  Estimated Accuracy
 TF1432;SPC ND N     -   196,510.      525,730.      MT  (+/- 180 meters Scaled)
 TF1432
 TF1432                          SUPERSEDED SURVEY CONTROL
 TF1432
 TF1432  NGVD 29 (??/??/92)  499.513  (m)         1638.82   (f) ADJ UNCH    2 0
 TF1432
 TF1432.Superseded values are not recommended for survey control.
 TF1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1432.See file dsdata.txt to determine how the superseded data were derived.
 TF1432
 TF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV155041(NAD 83)
 TF1432_MARKER: DB = BENCH MARK DISK
 TF1432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1432_SP_SET: LEG FOUNDATION
 TF1432_STAMPING: C 339 1935
 TF1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1432
 TF1432  HISTORY     - Date     Condition        Report By
 TF1432  HISTORY     - 1935     MONUMENTED       CGS
 TF1432  HISTORY     - 1963     GOOD             NGS
 TF1432
 TF1432                          STATION DESCRIPTION
 TF1432
 TF1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1432'IN MOHALL.
 TF1432'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT MOHALL,
 TF1432'IN THE BASE OF THE SOUTHWEST LEG OF THE WATER TOWER, IN SECTION 24, T
 TF1432'161 N, R 84 W, 78 FEET SOUTH OF THE CENTER LINE OF 1ST STREET NORTH
 TF1432'EAST, 10 1/2 FEET WEST OF THE NORTHWEST CORNER OF A SMALL TIN
 TF1432'BUILDING, 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN THE
 TF1432'SOUTHWEST CONCRETE LEG FOUNDATION OF THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0505 ***********************************************************************
 RP0505  DESIGNATION -  C 34
 RP0505  PID         -  RP0505
 RP0505  STATE/COUNTY-  ND/SARGENT
 RP0505  USGS QUAD   -  RUTLAND (1978)
 RP0505
 RP0505                         *CURRENT SURVEY CONTROL
 RP0505  ___________________________________________________________________
 RP0505* NAD 83(1986)-  46 03 18.     (N)    097 30 28.     (W)     SCALED    
 RP0505* NAVD 88     -       373.630  (meters)    1225.82   (feet)  ADJUSTED  
 RP0505  ___________________________________________________________________
 RP0505  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 RP0505  DYNAMIC HT  -         373.623 (meters)    1225.79  (feet)  COMP
 RP0505  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 RP0505
 RP0505  VERT ORDER  -  SECOND    CLASS 0
 RP0505
 RP0505.The horizontal coordinates were scaled from a topographic map and have
 RP0505.an estimated accuracy of +/- 6 seconds.
 RP0505
 RP0505.The orthometric height was determined by differential leveling
 RP0505.and adjusted by the National Geodetic Survey in June 1991..
 RP0505
 RP0505.The geoid height was determined by GEOID03.
 RP0505
 RP0505.The dynamic height is computed by dividing the NAVD 88
 RP0505.geopotential number by the normal gravity value computed on the
 RP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0505.degrees latitude (g = 980.6199 gals.).
 RP0505
 RP0505.The modeled gravity was interpolated from observed gravity values.
 RP0505
 RP0505;                    North         East    Units  Estimated Accuracy
 RP0505;SPC ND S     -    47,580.      831,510.      MT  (+/- 180 meters Scaled)
 RP0505
 RP0505                          SUPERSEDED SURVEY CONTROL
 RP0505
 RP0505  NGVD 29 (??/??/92)  373.350  (m)         1224.90   (f) ADJ UNCH    2 0
 RP0505
 RP0505.Superseded values are not recommended for survey control.
 RP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0505.See file dsdata.txt to determine how the superseded data were derived.
 RP0505
 RP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS154012(NAD 83)
 RP0505_MARKER: DB = BENCH MARK DISK
 RP0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0505_SP_SET: LEG FOUNDATION
 RP0505_STAMPING: C 34 1934
 RP0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0505
 RP0505  HISTORY     - Date     Condition        Report By
 RP0505  HISTORY     - 1934     MONUMENTED       CGS
 RP0505  HISTORY     - 1957     MARK NOT FOUND   USGS
 RP0505
 RP0505                          STATION DESCRIPTION
 RP0505
 RP0505'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RP0505'IN RUTLAND.
 RP0505'ALONG THE GREAT NORTHERN RAILROAD, 5 POLES NORTHEAST OF MILEPOLE NO.
 RP0505'55, 200 FEET SOUTHWEST OF THE DEPOT.  AT RAILROAD WATER TANK.  SET IN
 RP0505'THE CENTER OF THE FOUNDATION OF THE SOUTH LEG, 12 FEET NORTHWEST OF
 RP0505'THE CENTERLINE OF THE TRACK AND 1 FOOT BELOW LEVEL OF THE TRACK.
 RP0505'NOTE-- WATER TANK DESTROYED.  FROM LOCAL INFORMATION SANDSTONE
 RP0505'FOUNDATION WAS LEFT, BUT NOW THERE IS ABOUT 18 INCH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0496 ***********************************************************************
 TF0496  DESIGNATION -  C 340 RESET
 TF0496  PID         -  TF0496
 TF0496  STATE/COUNTY-  ND/BOTTINEAU
 TF0496  USGS QUAD   -  SOURIS SW (1954)
 TF0496
 TF0496                         *CURRENT SURVEY CONTROL
 TF0496  ___________________________________________________________________
 TF0496* NAD 83(1986)-  48 49 16.     (N)    100 42 30.     (W)     SCALED    
 TF0496* NAVD 88     -       450.07   (+/-2cm)    1476.6    (feet)  VERTCON   
 TF0496  ___________________________________________________________________
 TF0496  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF0496
 TF0496  VERT ORDER  -  THIRD (See Below)
 TF0496
 TF0496.The horizontal coordinates were scaled from a topographic map and have
 TF0496.an estimated accuracy of +/- 6 seconds.
 TF0496
 TF0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0496.The vertical order pertains to the NGVD 29 superseded value.
 TF0496
 TF0496.The geoid height was determined by GEOID03.
 TF0496
 TF0496;                    North         East    Units  Estimated Accuracy
 TF0496;SPC ND N     -   202,500.      584,700.      MT  (+/- 180 meters Scaled)
 TF0496
 TF0496                          SUPERSEDED SURVEY CONTROL
 TF0496
 TF0496  NGVD 29 (11/04/04)  449.70   (m)         1475.4    (f) RESET       3  
 TF0496
 TF0496.Superseded values are not recommended for survey control.
 TF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0496.See file dsdata.txt to determine how the superseded data were derived.
 TF0496
 TF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV746089(NAD 83)
 TF0496_MARKER: DB = BENCH MARK DISK
 TF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0496_STAMPING: C 340 RESET 1941
 TF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0496+STABILITY: SURFACE MOTION
 TF0496
 TF0496  HISTORY     - Date     Condition        Report By
 TF0496  HISTORY     - 1941     MONUMENTED       NDHD
 TF0496
 TF0496                          STATION DESCRIPTION
 TF0496
 TF0496'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1941
 TF0496'12.6 MI W FROM BOTTINEAU.
 TF0496'12.6 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0496'BOTTINEAU, BOTTINEAU COUNTY, 108 FEET NORTH AND 33 FEET EAST OF THE
 TF0496'SECTION CORNER COMMON TO SECTIONS 25, 36, 30, AND 31, T. 162 N., R 78
 TF0496'W. AND R. 77 W., AND AT THE JUNCTION OF A ROAD LEADING SOUTH TO
 TF0496'KRAMER.  A STANDARD DISK, STAMPED C 340 RESET 1941 AND SET IN THE TOP
 TF0496'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1655 ***********************************************************************
 TF1655  DESIGNATION -  C 341
 TF1655  PID         -  TF1655
 TF1655  STATE/COUNTY-  ND/RENVILLE
 TF1655  USGS QUAD   -  SHERWOOD (1949)
 TF1655
 TF1655                         *CURRENT SURVEY CONTROL
 TF1655  ___________________________________________________________________
 TF1655* NAD 83(1986)-  48 57 58.     (N)    101 40 19.     (W)     SCALED    
 TF1655* NAVD 88     -       504.579  (meters)    1655.44   (feet)  ADJUSTED  
 TF1655  ___________________________________________________________________
 TF1655  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 TF1655  DYNAMIC HT  -         504.696 (meters)    1655.82  (feet)  COMP
 TF1655  MODELED GRAV-     980,825.1   (mgal)                       NAVD 88
 TF1655
 TF1655  VERT ORDER  -  SECOND    CLASS 0
 TF1655
 TF1655.The horizontal coordinates were scaled from a topographic map and have
 TF1655.an estimated accuracy of +/- 6 seconds.
 TF1655
 TF1655.The orthometric height was determined by differential leveling
 TF1655.and adjusted by the National Geodetic Survey in June 1991..
 TF1655
 TF1655.The geoid height was determined by GEOID03.
 TF1655
 TF1655.The dynamic height is computed by dividing the NAVD 88
 TF1655.geopotential number by the normal gravity value computed on the
 TF1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1655.degrees latitude (g = 980.6199 gals.).
 TF1655
 TF1655.The modeled gravity was interpolated from observed gravity values.
 TF1655
 TF1655;                    North         East    Units  Estimated Accuracy
 TF1655;SPC ND N     -   219,260.      514,190.      MT  (+/- 180 meters Scaled)
 TF1655
 TF1655                          SUPERSEDED SURVEY CONTROL
 TF1655
 TF1655  NGVD 29 (??/??/92)  504.209  (m)         1654.23   (f) ADJ UNCH    2 0
 TF1655
 TF1655.Superseded values are not recommended for survey control.
 TF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1655.See file dsdata.txt to determine how the superseded data were derived.
 TF1655
 TF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV044271(NAD 83)
 TF1655_MARKER: DB = BENCH MARK DISK
 TF1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1655_STAMPING: C 341 1935
 TF1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1655+STABILITY: SURFACE MOTION
 TF1655
 TF1655  HISTORY     - Date     Condition        Report By
 TF1655  HISTORY     - 1935     MONUMENTED       CGS
 TF1655
 TF1655                          STATION DESCRIPTION
 TF1655
 TF1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1655'0.5 MI N FROM SHERWOOD.
 TF1655'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1655'STATION AT SHERWOOD, RENVILLE COUNTY, 2.0 MILES WEST ALONG A
 TF1655'SECTION-LINE ROAD.  IN THE NORTHEAST QUARTER OF A ROAD INTERSECTION,
 TF1655'34 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 30 FEET
 TF1655'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND ABOUT 1 FOOT
 TF1655'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 341 1935 AND SET IN
 TF1655'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0739 ***********************************************************************
 TF0739  DESIGNATION -  C 342 RESET
 TF0739  PID         -  TF0739
 TF0739  STATE/COUNTY-  ND/BOTTINEAU
 TF0739  USGS QUAD   -  ANTLER (1971)
 TF0739
 TF0739                         *CURRENT SURVEY CONTROL
 TF0739  ___________________________________________________________________
 TF0739* NAD 83(1986)-  48 53 34.     (N)    101 17 59.     (W)     SCALED    
 TF0739* NAVD 88     -       466.525  (meters)    1530.59   (feet)  ADJUSTED  
 TF0739  ___________________________________________________________________
 TF0739  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TF0739  DYNAMIC HT  -         466.634 (meters)    1530.95  (feet)  COMP
 TF0739  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TF0739
 TF0739  VERT ORDER  -  SECOND    CLASS 0
 TF0739
 TF0739.The horizontal coordinates were scaled from a topographic map and have
 TF0739.an estimated accuracy of +/- 6 seconds.
 TF0739
 TF0739.The orthometric height was determined by differential leveling
 TF0739.and adjusted by the National Geodetic Survey in June 1991..
 TF0739
 TF0739.The geoid height was determined by GEOID03.
 TF0739
 TF0739.The dynamic height is computed by dividing the NAVD 88
 TF0739.geopotential number by the normal gravity value computed on the
 TF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0739.degrees latitude (g = 980.6199 gals.).
 TF0739
 TF0739.The modeled gravity was interpolated from observed gravity values.
 TF0739
 TF0739;                    North         East    Units  Estimated Accuracy
 TF0739;SPC ND N     -   210,760.      541,360.      MT  (+/- 180 meters Scaled)
 TF0739
 TF0739                          SUPERSEDED SURVEY CONTROL
 TF0739
 TF0739  NGVD 29 (??/??/92)  466.180  (m)         1529.46   (f) ADJ UNCH    2 0
 TF0739
 TF0739.Superseded values are not recommended for survey control.
 TF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0739.See file dsdata.txt to determine how the superseded data were derived.
 TF0739
 TF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV314180(NAD 83)
 TF0739_MARKER: DB = BENCH MARK DISK
 TF0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0739_STAMPING: C 342 RESET 1963
 TF0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0739+STABILITY: SURFACE MOTION
 TF0739
 TF0739  HISTORY     - Date     Condition        Report By
 TF0739  HISTORY     - 1963     MONUMENTED       CGS
 TF0739
 TF0739                          STATION DESCRIPTION
 TF0739
 TF0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0739'6.05 MI S FROM ANTLER.
 TF0739'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0739'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0739'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 39, AT A ROAD JUNCTION, IN
 TF0739'SECTION 3, T 162 N, R 82 W, 343 FEET EAST OF THE CENTER LINE OF THE
 TF0739'HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 120 FEET
 TF0739'SOUTH OF A POWER POLE, 1 1/2 FEET NORTH OF A FENCE, 1.9 FEET EAST OF A
 TF0739'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TF0739'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0219 ***********************************************************************
 TG0219  DESIGNATION -  C 343
 TG0219  PID         -  TG0219
 TG0219  STATE/COUNTY-  ND/BURKE
 TG0219  USGS QUAD   -  NORTHGATE (1949)
 TG0219
 TG0219                         *CURRENT SURVEY CONTROL
 TG0219  ___________________________________________________________________
 TG0219* NAD 83(1986)-  48 59 55.     (N)    102 15 50.     (W)     SCALED    
 TG0219* NAVD 88     -       561.426  (meters)    1841.95   (feet)  ADJUSTED  
 TG0219  ___________________________________________________________________
 TG0219  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 TG0219  DYNAMIC HT  -         561.553 (meters)    1842.36  (feet)  COMP
 TG0219  MODELED GRAV-     980,817.4   (mgal)                       NAVD 88
 TG0219
 TG0219  VERT ORDER  -  SECOND    CLASS 0
 TG0219
 TG0219.The horizontal coordinates were scaled from a topographic map and have
 TG0219.an estimated accuracy of +/- 6 seconds.
 TG0219
 TG0219.The orthometric height was determined by differential leveling
 TG0219.and adjusted by the National Geodetic Survey in June 1991..
 TG0219.WARNING-Repeat measurements at this control monument indicate possible
 TG0219.vertical movement.
 TG0219
 TG0219.The geoid height was determined by GEOID03.
 TG0219
 TG0219.The dynamic height is computed by dividing the NAVD 88
 TG0219.geopotential number by the normal gravity value computed on the
 TG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0219.degrees latitude (g = 980.6199 gals.).
 TG0219
 TG0219.The modeled gravity was interpolated from observed gravity values.
 TG0219
 TG0219;                    North         East    Units  Estimated Accuracy
 TG0219;SPC ND N     -   223,700.      470,930.      MT  (+/- 180 meters Scaled)
 TG0219
 TG0219                          SUPERSEDED SURVEY CONTROL
 TG0219
 TG0219  NGVD 29 (??/??/92)  561.041  (m)         1840.68   (f) ADJ UNCH    2 0
 TG0219
 TG0219.Superseded values are not recommended for survey control.
 TG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0219.See file dsdata.txt to determine how the superseded data were derived.
 TG0219
 TG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ001309(NAD 83)
 TG0219_MARKER: DB = BENCH MARK DISK
 TG0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0219_STAMPING: C 343 1935
 TG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0219+STABILITY: SURFACE MOTION
 TG0219
 TG0219  HISTORY     - Date     Condition        Report By
 TG0219  HISTORY     - 1935     MONUMENTED       CGS
 TG0219  HISTORY     - 1963     GOOD             NGS
 TG0219
 TG0219                          STATION DESCRIPTION
 TG0219
 TG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0219'0.45 MI N FROM NORTHGATE.
 TG0219'ABOUT 0.45 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG0219'STATION AT NORTHGATE, IN SECTION 29, T 164 N, R 89 W, AT THE UNITED
 TG0219'STATES-CANADIAN BOUNDARY LINE, 48 FEET EAST OF THE EAST RAIL, 251 FEET
 TG0219'NORTHEAST OF THE NORTHEAST CORNER OF THE U.S. CUSTOMS BUILDING, 106
 TG0219'FEET EAST OF A CONCRETE BOUNDARY MONUMENT, 50 FEET SOUTH OF THE CENTER
 TG0219'LINE OF AN EAST-WEST ROAD, 1 1/2 FEET EAST OF AN IRON RAIL THAT IS
 TG0219'DRIVEN IN THE GROUND, 0.9 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0219'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0219'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0873 ***********************************************************************
 TF0873  DESIGNATION -  C 344
 TF0873  PID         -  TF0873
 TF0873  STATE/COUNTY-  ND/BOTTINEAU
 TF0873  USGS QUAD   -  ANTLER (1971)
 TF0873
 TF0873                         *CURRENT SURVEY CONTROL
 TF0873  ___________________________________________________________________
 TF0873* NAD 83(1986)-  48 58 54.     (N)    101 18 01.     (W)     SCALED    
 TF0873* NAVD 88     -       467.970  (meters)    1535.33   (feet)  ADJUSTED  
 TF0873  ___________________________________________________________________
 TF0873  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 TF0873  DYNAMIC HT  -         468.084 (meters)    1535.71  (feet)  COMP
 TF0873  MODELED GRAV-     980,840.8   (mgal)                       NAVD 88
 TF0873
 TF0873  VERT ORDER  -  SECOND    CLASS 0
 TF0873
 TF0873.The horizontal coordinates were scaled from a topographic map and have
 TF0873.an estimated accuracy of +/- 6 seconds.
 TF0873
 TF0873.The orthometric height was determined by differential leveling
 TF0873.and adjusted by the National Geodetic Survey in June 1991..
 TF0873
 TF0873.The geoid height was determined by GEOID03.
 TF0873
 TF0873.The dynamic height is computed by dividing the NAVD 88
 TF0873.geopotential number by the normal gravity value computed on the
 TF0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0873.degrees latitude (g = 980.6199 gals.).
 TF0873
 TF0873.The modeled gravity was interpolated from observed gravity values.
 TF0873
 TF0873;                    North         East    Units  Estimated Accuracy
 TF0873;SPC ND N     -   220,640.      541,420.      MT  (+/- 180 meters Scaled)
 TF0873
 TF0873                          SUPERSEDED SURVEY CONTROL
 TF0873
 TF0873  NGVD 29 (??/??/92)  467.608  (m)         1534.14   (f) ADJ UNCH    2 0
 TF0873
 TF0873.Superseded values are not recommended for survey control.
 TF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0873.See file dsdata.txt to determine how the superseded data were derived.
 TF0873
 TF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV316279(NAD 83)
 TF0873_MARKER: DB = BENCH MARK DISK
 TF0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0873_SP_SET: CULVERT
 TF0873_STAMPING: C-344 1935
 TF0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0873
 TF0873  HISTORY     - Date     Condition        Report By
 TF0873  HISTORY     - 1935     MONUMENTED       CGS
 TF0873
 TF0873                          STATION DESCRIPTION
 TF0873
 TF0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0873'1.2 MI NW FROM ANTLER.
 TF0873'ABOUT 0.6 MILES WEST AND 0.6 MILES NORTH OF 13.3 MILES NORTH OF
 TF0873'INTERSECTION OF ST HWY 5 AND US NO. 83 ALONG ROADS TO A CROSS ROAD 0.8
 TF0873'MILE WEST AND 0.25 MILE SOUTH OF THE GREAT NORTHERN DEPOT AT ANTLER,
 TF0873'THENCE NORTH 1.1 MILES TO A 5-FOOT CONCRETE CULVERT.  SET IN THE TOP
 TF0873'OF THE NORTHWEST END OF THE SOUTHEAST WINGWALL, 1 FOOT BELOW ROAD
 TF0873'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0563 ***********************************************************************
 TF0563  DESIGNATION -  C 347
 TF0563  PID         -  TF0563
 TF0563  STATE/COUNTY-  ND/BOTTINEAU
 TF0563  USGS QUAD   -  SOURIS SE (1954)
 TF0563
 TF0563                         *CURRENT SURVEY CONTROL
 TF0563  ___________________________________________________________________
 TF0563* NAD 83(1986)-  48 45 46.     (N)    100 32 01.     (W)     SCALED    
 TF0563* NAVD 88     -       455.419  (meters)    1494.15   (feet)  ADJUSTED  
 TF0563  ___________________________________________________________________
 TF0563  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0563  DYNAMIC HT  -         455.526 (meters)    1494.50  (feet)  COMP
 TF0563  MODELED GRAV-     980,831.8   (mgal)                       NAVD 88
 TF0563
 TF0563  VERT ORDER  -  SECOND    CLASS 0
 TF0563
 TF0563.The horizontal coordinates were scaled from a topographic map and have
 TF0563.an estimated accuracy of +/- 6 seconds.
 TF0563
 TF0563.The orthometric height was determined by differential leveling
 TF0563.and adjusted by the National Geodetic Survey in June 1991..
 TF0563
 TF0563.The geoid height was determined by GEOID03.
 TF0563
 TF0563.The dynamic height is computed by dividing the NAVD 88
 TF0563.geopotential number by the normal gravity value computed on the
 TF0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0563.degrees latitude (g = 980.6199 gals.).
 TF0563
 TF0563.The modeled gravity was interpolated from observed gravity values.
 TF0563
 TF0563;                    North         East    Units  Estimated Accuracy
 TF0563;SPC ND N     -   196,000.      597,530.      MT  (+/- 180 meters Scaled)
 TF0563
 TF0563                          SUPERSEDED SURVEY CONTROL
 TF0563
 TF0563  NGVD 29 (??/??/92)  455.055  (m)         1492.96   (f) ADJ UNCH    2 0
 TF0563
 TF0563.Superseded values are not recommended for survey control.
 TF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0563.See file dsdata.txt to determine how the superseded data were derived.
 TF0563
 TF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV872022(NAD 83)
 TF0563_MARKER: DB = BENCH MARK DISK
 TF0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0563_STAMPING: C 347 1935
 TF0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0563+STABILITY: SURFACE MOTION
 TF0563
 TF0563  HISTORY     - Date     Condition        Report By
 TF0563  HISTORY     - 1935     MONUMENTED       CGS
 TF0563  HISTORY     - 1954     MARK NOT FOUND   NGS
 TF0563
 TF0563                          STATION DESCRIPTION
 TF0563
 TF0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TF0563'6.0 MI NW FROM GARDENA.
 TF0563'6.0 MILES NORTHWEST OF GARDENA, BOTTINEAU COUNTY.  THIS BENCH MARK MAY
 TF0563'BE REACHED FROM THE SOO LINE RAILROAD STATION BY GOING 0.8 MILE WEST
 TF0563'ALONG THE RAILROAD, 1.3 MILES NORTH, 0.8 MILE WEST, AND 3.0 MILES
 TF0563'NORTH ALONG SECTION-LINE ROADS.  IT IS AT A ROAD INTERSECTION, 60 FEET
 TF0563'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF
 TF0563'THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 1 FOOT SOUTH OF A WHITE
 TF0563'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 347 1935 AND SET IN
 TF0563'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0238 ***********************************************************************
 TF0238  DESIGNATION -  C 348
 TF0238  PID         -  TF0238
 TF0238  STATE/COUNTY-  ND/MCHENRY
 TF0238  USGS QUAD   -  TOWNER NW (1980)
 TF0238
 TF0238                         *CURRENT SURVEY CONTROL
 TF0238  ___________________________________________________________________
 TF0238* NAD 83(1986)-  48 23 41.     (N)    100 28 36.     (W)     SCALED    
 TF0238* NAVD 88     -       452.051  (meters)    1483.10   (feet)  ADJUSTED  
 TF0238  ___________________________________________________________________
 TF0238  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0238  DYNAMIC HT  -         452.144 (meters)    1483.41  (feet)  COMP
 TF0238  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TF0238
 TF0238  VERT ORDER  -  SECOND    CLASS 0
 TF0238
 TF0238.The horizontal coordinates were scaled from a topographic map and have
 TF0238.an estimated accuracy of +/- 6 seconds.
 TF0238
 TF0238.The orthometric height was determined by differential leveling
 TF0238.and adjusted by the National Geodetic Survey in June 1991..
 TF0238
 TF0238.The geoid height was determined by GEOID03.
 TF0238
 TF0238.The dynamic height is computed by dividing the NAVD 88
 TF0238.geopotential number by the normal gravity value computed on the
 TF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0238.degrees latitude (g = 980.6199 gals.).
 TF0238
 TF0238.The modeled gravity was interpolated from observed gravity values.
 TF0238
 TF0238;                    North         East    Units  Estimated Accuracy
 TF0238;SPC ND N     -   155,070.      601,730.      MT  (+/- 180 meters Scaled)
 TF0238
 TF0238                          SUPERSEDED SURVEY CONTROL
 TF0238
 TF0238  NGVD 29 (??/??/92)  451.677  (m)         1481.88   (f) ADJ UNCH    2 0
 TF0238
 TF0238.Superseded values are not recommended for survey control.
 TF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0238.See file dsdata.txt to determine how the superseded data were derived.
 TF0238
 TF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU906612(NAD 83)
 TF0238_MARKER: DB = BENCH MARK DISK
 TF0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0238_STAMPING: C 348 1935
 TF0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0238+STABILITY: SURFACE MOTION
 TF0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF0238+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 TF0238
 TF0238  HISTORY     - Date     Condition        Report By
 TF0238  HISTORY     - 1935     MONUMENTED       CGS
 TF0238  HISTORY     - 20041118 GOOD             NDWC
 TF0238
 TF0238                          STATION DESCRIPTION
 TF0238
 TF0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0238'4.3 MI NW FROM TOWNER.
 TF0238'4.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER
 TF0238'TOWER AT TOWNER, MCHENRY COUNTY, 13-1/2 POLES SOUTHEAST OF MILEPOST 5,
 TF0238'ON THE SOUTHEAST SLOPE OF A HILL, AT A PRIVATE-ROAD CROSSING, 53 FEET
 TF0238'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 51 FEET NORTHEAST OF THE
 TF0238'CENTERLINE OF THE TRACK, 37 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 TF0238'HIGHWAY 14, 6 FEET NORTHWEST OF A POLE IN A LINE OF POLES, AND LEVEL
 TF0238'WITH THE ROAD.  A STANDARD DISK, STAMPED C 348 1935 AND SET IN THE TOP
 TF0238'OF A CONCRETE POST.
 TF0238
 TF0238                          STATION RECOVERY (2004)
 TF0238
 TF0238'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0530 ***********************************************************************
 TF0530  DESIGNATION -  C 349
 TF0530  PID         -  TF0530
 TF0530  STATE/COUNTY-  ND/MCHENRY
 TF0530  USGS QUAD   -  UPHAM (1950)
 TF0530
 TF0530                         *CURRENT SURVEY CONTROL
 TF0530  ___________________________________________________________________
 TF0530* NAD 83(1986)-  48 30 07.     (N)    100 41 23.     (W)     SCALED    
 TF0530* NAVD 88     -       442.298  (meters)    1451.11   (feet)  ADJUSTED  
 TF0530  ___________________________________________________________________
 TF0530  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0530  DYNAMIC HT  -         442.388 (meters)    1451.40  (feet)  COMP
 TF0530  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TF0530
 TF0530  VERT ORDER  -  SECOND    CLASS 0
 TF0530
 TF0530.The horizontal coordinates were scaled from a topographic map and have
 TF0530.an estimated accuracy of +/- 6 seconds.
 TF0530
 TF0530.The orthometric height was determined by differential leveling
 TF0530.and adjusted by the National Geodetic Survey in June 1991..
 TF0530
 TF0530.The geoid height was determined by GEOID03.
 TF0530
 TF0530.The dynamic height is computed by dividing the NAVD 88
 TF0530.geopotential number by the normal gravity value computed on the
 TF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0530.degrees latitude (g = 980.6199 gals.).
 TF0530
 TF0530.The modeled gravity was interpolated from observed gravity values.
 TF0530
 TF0530;                    North         East    Units  Estimated Accuracy
 TF0530;SPC ND N     -   167,010.      585,980.      MT  (+/- 180 meters Scaled)
 TF0530
 TF0530                          SUPERSEDED SURVEY CONTROL
 TF0530
 TF0530  NGVD 29 (??/??/92)  441.927  (m)         1449.89   (f) ADJ UNCH    2 0
 TF0530
 TF0530.Superseded values are not recommended for survey control.
 TF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0530.See file dsdata.txt to determine how the superseded data were derived.
 TF0530
 TF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU751734(NAD 83)
 TF0530_MARKER: DB = BENCH MARK DISK
 TF0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0530_STAMPING: C-349 1935
 TF0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0530+STABILITY: SURFACE MOTION
 TF0530
 TF0530  HISTORY     - Date     Condition        Report By
 TF0530  HISTORY     - 1935     MONUMENTED       CGS
 TF0530
 TF0530                          STATION DESCRIPTION
 TF0530
 TF0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0530'3.8 MI W FROM BANTRY.
 TF0530'3.8 MILES WEST OF JCT OF HWYS 14 AND 17 AT ALONG STATE HIWAY NO. 17,
 TF0530'AT SOUTHWEST CORNER OF SECTION 13, TOWNSHIP 158, RANGE 78.  AT
 TF0530'NORTH-SOUTH ROAD CROSSING.  SET 31 FT EAST OF CENTERLINE OF CROSSING,
 TF0530'THENCE 47 FT NORTH OF CENTERLINE OF HIWAY.  3 FT NORTHEAST OF RIGHT OF
 TF0530'WAY FENCE CORNER AND 2 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0531 ***********************************************************************
 TF0531  DESIGNATION -  C 349 RESET
 TF0531  PID         -  TF0531
 TF0531  STATE/COUNTY-  ND/MCHENRY
 TF0531  USGS QUAD   -  UPHAM (1950)
 TF0531
 TF0531                         *CURRENT SURVEY CONTROL
 TF0531  ___________________________________________________________________
 TF0531* NAD 83(1986)-  48 30 07.     (N)    100 41 23.     (W)     SCALED    
 TF0531* NAVD 88     -       442.17   (+/-2cm)    1450.7    (feet)  VERTCON   
 TF0531  ___________________________________________________________________
 TF0531  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0531
 TF0531  VERT ORDER  -  THIRD (See Below)
 TF0531
 TF0531.The horizontal coordinates were scaled from a topographic map and have
 TF0531.an estimated accuracy of +/- 6 seconds.
 TF0531
 TF0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0531.The vertical order pertains to the NGVD 29 superseded value.
 TF0531
 TF0531.The geoid height was determined by GEOID03.
 TF0531
 TF0531;                    North         East    Units  Estimated Accuracy
 TF0531;SPC ND N     -   167,010.      585,980.      MT  (+/- 180 meters Scaled)
 TF0531
 TF0531                          SUPERSEDED SURVEY CONTROL
 TF0531
 TF0531  NGVD 29 (11/04/04)  441.80   (m)         1449.5    (f) RESET       3  
 TF0531
 TF0531.Superseded values are not recommended for survey control.
 TF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0531.See file dsdata.txt to determine how the superseded data were derived.
 TF0531
 TF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU751734(NAD 83)
 TF0531_MARKER: DB = BENCH MARK DISK
 TF0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0531_STAMPING: C 349 RESET 1957
 TF0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0531+STABILITY: SURFACE MOTION
 TF0531
 TF0531  HISTORY     - Date     Condition        Report By
 TF0531  HISTORY     - 1957     MONUMENTED       CGS
 TF0531
 TF0531                          STATION DESCRIPTION
 TF0531
 TF0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TF0531'3.8 MI W FROM BANTRY.
 TF0531'3.8 MILES WEST ALONG A ROAD FROM THE INTERSECTION OF STATE HIGHWAY 14
 TF0531'AT BANTRY, IN THE SOUTHEAST ANGLE OF CROSSROADS, 70 FEET SOUTH OF THE
 TF0531'CENTERLINE OF THE EAST-WEST ROAD, 46 FEET EAST OF THE CENTERLINE OF
 TF0531'THE NORTH-SOUTH ROAD, 7 FEET EAST OF A TELEPHONE POLE, AND SET IN THE
 TF0531'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0110 ***********************************************************************
 RQ0110  DESIGNATION -  C 35
 RQ0110  PID         -  RQ0110
 RQ0110  STATE/COUNTY-  ND/DICKEY
 RQ0110  USGS QUAD   -  FULLERTON SE (1955)
 RQ0110
 RQ0110                         *CURRENT SURVEY CONTROL
 RQ0110  ___________________________________________________________________
 RQ0110* NAD 83(1986)-  46 01 06.     (N)    098 20 21.     (W)     SCALED    
 RQ0110* NAVD 88     -       429.532  (meters)    1409.22   (feet)  ADJUSTED  
 RQ0110  ___________________________________________________________________
 RQ0110  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 RQ0110  DYNAMIC HT  -         429.518 (meters)    1409.18  (feet)  COMP
 RQ0110  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 RQ0110
 RQ0110  VERT ORDER  -  SECOND    CLASS 0
 RQ0110
 RQ0110.The horizontal coordinates were scaled from a topographic map and have
 RQ0110.an estimated accuracy of +/- 6 seconds.
 RQ0110
 RQ0110.The orthometric height was determined by differential leveling
 RQ0110.and adjusted by the National Geodetic Survey in June 1991..
 RQ0110
 RQ0110.The geoid height was determined by GEOID03.
 RQ0110
 RQ0110.The dynamic height is computed by dividing the NAVD 88
 RQ0110.geopotential number by the normal gravity value computed on the
 RQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0110.degrees latitude (g = 980.6199 gals.).
 RQ0110
 RQ0110.The modeled gravity was interpolated from observed gravity values.
 RQ0110
 RQ0110;                    North         East    Units  Estimated Accuracy
 RQ0110;SPC ND S     -    41,390.      767,320.      MT  (+/- 180 meters Scaled)
 RQ0110
 RQ0110                          SUPERSEDED SURVEY CONTROL
 RQ0110
 RQ0110  NGVD 29 (??/??/92)  429.182  (m)         1408.07   (f) ADJ UNCH    2 0
 RQ0110
 RQ0110.Superseded values are not recommended for survey control.
 RQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0110.See file dsdata.txt to determine how the superseded data were derived.
 RQ0110
 RQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR511962(NAD 83)
 RQ0110_MARKER: DB = BENCH MARK DISK
 RQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0110_STAMPING: C 35 1934
 RQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0110+STABILITY: SURFACE MOTION
 RQ0110
 RQ0110  HISTORY     - Date     Condition        Report By
 RQ0110  HISTORY     - 1934     MONUMENTED       CGS
 RQ0110
 RQ0110                          STATION DESCRIPTION
 RQ0110
 RQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0110'1.9 MI W FROM SILVERLEAF.
 RQ0110'1.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RQ0110'SILVER LEAF, DICKEY COUNTY, 4 POLES EAST OF MILEPOST 40, 372 FEET EAST
 RQ0110'OF A TRIPLE 48-INCH CONCRETE-PIPE CULVERT, AT A PUBLIC-ROAD CROSSING,
 RQ0110'80 FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET NORTH OF THE
 RQ0110'CENTERLINE OF THE TRACK, 36 FEET WEST OF POLE, AND ABOUT 3-1/2 FEET
 RQ0110'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 35 1934 AND SET IN
 RQ0110'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1401 ***********************************************************************
 TG1401  DESIGNATION -  C 354
 TG1401  PID         -  TG1401
 TG1401  STATE/COUNTY-  ND/WILLIAMS
 TG1401  USGS QUAD   -  TRENTON NW (1974)
 TG1401
 TG1401                         *CURRENT SURVEY CONTROL
 TG1401  ___________________________________________________________________
 TG1401* NAD 83(1996)-  48 08 24.46167(N)    103 59 31.91166(W)     ADJUSTED  
 TG1401* NAVD 88     -       720.748  (meters)    2364.65   (feet)  ADJUSTED  
 TG1401  ___________________________________________________________________
 TG1401  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 TG1401  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1401  DYNAMIC HT  -         720.822 (meters)    2364.90  (feet)  COMP
 TG1401  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 TG1401
 TG1401  HORZ ORDER  -  SECOND
 TG1401  VERT ORDER  -  SECOND    CLASS 0
 TG1401
 TG1401.The horizontal coordinates were established by classical geodetic methods
 TG1401.and adjusted by the National Geodetic Survey in January 1998..
 TG1401
 TG1401.The orthometric height was determined by differential leveling
 TG1401.and adjusted by the National Geodetic Survey in June 1991..
 TG1401
 TG1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1401
 TG1401.The geoid height was determined by GEOID03.
 TG1401
 TG1401.The dynamic height is computed by dividing the NAVD 88
 TG1401.geopotential number by the normal gravity value computed on the
 TG1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1401.degrees latitude (g = 980.6199 gals.).
 TG1401
 TG1401.The modeled gravity was interpolated from observed gravity values.
 TG1401
 TG1401;                    North         East     Units Scale Factor Converg.
 TG1401;SPC ND N     -   132,653.215   340,205.679   MT  0.99993631   -2 35 55.2
 TG1401;SPC ND N     -   435,213.96  1,116,160.36   iFT  0.99993631   -2 35 55.2
 TG1401;UTM  13      - 5,332,366.196   574,973.292   MT  0.99966907   +0 45 02.2
 TG1401
 TG1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1401!SPC ND N     -   0.99988989  x   0.99993631  =   0.99982621
 TG1401!UTM  13      -   0.99988989  x   0.99966907  =   0.99955900
 TG1401
 TG1401                          SUPERSEDED SURVEY CONTROL
 TG1401
 TG1401  NAD 83(1986)-  48 08 24.46134(N)    103 59 31.90761(W) AD(       ) 2
 TG1401  NAD 27      -  48 08 24.38200(N)    103 59 30.15100(W) AD(       ) 2
 TG1401  NGVD 29 (??/??/92)  720.22   (m)         2362.9    (f) COMPUTED    2 0
 TG1401
 TG1401.Superseded values are not recommended for survey control.
 TG1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1401.See file dsdata.txt to determine how the superseded data were derived.
 TG1401
 TG1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7497332366(NAD 83)
 TG1401_MARKER: DB = BENCH MARK DISK
 TG1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1401_STAMPING: C-354 1935
 TG1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1401+STABILITY: SURFACE MOTION
 TG1401
 TG1401  HISTORY     - Date     Condition        Report By
 TG1401  HISTORY     - 1935     MONUMENTED       CGS
 TG1401
 TG1401                          STATION DESCRIPTION
 TG1401
 TG1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1401'11.2 MI E FROM BAINVILLE.
 TG1401'11.2 MILES EAST OF DEPOT.  ALONG U.S. HIGHWAY NO. 2.  2.66 MILES EAST
 TG1401'OF MONTANA-NORTH DAKOTA BOUNDARY.  AT SOUTH EAST CORNER OF SEC. 24,
 TG1401'T-154, R-104.  SET AT ROAD CROSSING.  27 FEET WEST OF CENTERLINE OF
 TG1401'THE CROSSING, THENCE 51 FEET NORTH OF CENTERLINE OF THE DHIGHWAY.  17
 TG1401'FEET NORTH, THENCE 3 FEET EAST OF RIGHT-OF-WAY FENCE CORNER.  1 1/2
 TG1401'FEET BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1402 ***********************************************************************
 TG1402  DESIGNATION -  C 354 RESET
 TG1402  PID         -  TG1402
 TG1402  STATE/COUNTY-  ND/WILLIAMS
 TG1402  USGS QUAD   -  TRENTON NW (1974)
 TG1402
 TG1402                         *CURRENT SURVEY CONTROL
 TG1402  ___________________________________________________________________
 TG1402* NAD 83(1986)-  48 08 24.     (N)    103 59 32.     (W)     SCALED    
 TG1402* NAVD 88     -       720.337  (meters)    2363.31   (feet)  ADJUSTED  
 TG1402  ___________________________________________________________________
 TG1402  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1402  DYNAMIC HT  -         720.411 (meters)    2363.55  (feet)  COMP
 TG1402  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 TG1402
 TG1402  VERT ORDER  -  FIRST     CLASS II
 TG1402
 TG1402.The horizontal coordinates were scaled from a topographic map and have
 TG1402.an estimated accuracy of +/- 6 seconds.
 TG1402
 TG1402.The orthometric height was determined by differential leveling
 TG1402.and adjusted by the National Geodetic Survey in June 1991..
 TG1402
 TG1402.The geoid height was determined by GEOID03.
 TG1402
 TG1402.The dynamic height is computed by dividing the NAVD 88
 TG1402.geopotential number by the normal gravity value computed on the
 TG1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1402.degrees latitude (g = 980.6199 gals.).
 TG1402
 TG1402.The modeled gravity was interpolated from observed gravity values.
 TG1402
 TG1402;                    North         East    Units  Estimated Accuracy
 TG1402;SPC ND N     -   132,640.      340,200.      MT  (+/- 180 meters Scaled)
 TG1402
 TG1402                          SUPERSEDED SURVEY CONTROL
 TG1402
 TG1402  NGVD 29 (??/??/??)  719.75   (m)         2361.4    (f) RESET       3  
 TG1402
 TG1402.Superseded values are not recommended for survey control.
 TG1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1402.See file dsdata.txt to determine how the superseded data were derived.
 TG1402
 TG1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP749323(NAD 83)
 TG1402_MARKER: DB = BENCH MARK DISK
 TG1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1402_STAMPING: C 354 RESET 1938
 TG1402_MARK LOGO: CGS   
 TG1402_PROJECTION: PROJECTING 13 CENTIMETERS
 TG1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1402+STABILITY: SURFACE MOTION
 TG1402
 TG1402  HISTORY     - Date     Condition        Report By
 TG1402  HISTORY     - 1938     MONUMENTED       CGS
 TG1402  HISTORY     - 1946     GOOD             CGS
 TG1402  HISTORY     - 1968     GOOD             NGS
 TG1402  HISTORY     - 1981     GOOD             NGS
 TG1402
 TG1402                          STATION DESCRIPTION
 TG1402
 TG1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 TG1402'11.2 MI E FROM BAINVILLE.
 TG1402'IN WILLIAMS COUNTY, NORTH DAKOTA, 11.2 MILES EAST ALONG U. S. HIGHWAY
 TG1402'2 FROM THE GREAT NORHTERN RAILWAY STATION AT BAINVILLE, ROOSVELT
 TG1402'COUNTY, MONTANA, 2.7 MILES EAST OF THE NORTH DAKOTA-MONTANA STATE
 TG1402'LINE, 43.5 FEET SOUTH AND 37 FEET EAST OF THE CORNER COMMON TO
 TG1402'SECTIONS 24 AND 25, T 154 N, R 104 W, AND SECTIONS 19 AND 30, T 154 N,
 TG1402'R 103 W.  A STANDARD DISK, STAMPED C 354 RESET 1938 AND SET IN THE TOP
 TG1402'OF A CONCRETE POST.
 TG1402
 TG1402                          STATION RECOVERY (1946)
 TG1402
 TG1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 TG1402'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 85 WHICH IS
 TG1402'ABOUT 5 MILES WEST OF WILLISTON, GO WEST ON U.S. HIGHWAY 2
 TG1402'FOR 12.5 MILES TO JUNCTION OF COUNTY ROAD 5 AND STATION MARK.
 TG1402
 TG1402                          STATION RECOVERY (1968)
 TG1402
 TG1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TG1402'RECOVERED IN GOOD CONDITION.
 TG1402
 TG1402                          STATION RECOVERY (1981)
 TG1402
 TG1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1402'19.8 KM (12.3 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TG1402'WITH U.S. HIGHWAY 85 IN WILLISTON, AT THE EAST EDGE OF A REST AREA,
 TG1402'32.0 METERS (105.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.8
 TG1402'METERS (35.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH
 TG1402'TO FORT BUFORD, 5.7 METERS (18.6 FT) SOUTHWEST OF A FENCE CORNER AND
 TG1402'4.7 METERS (15.5 FT) WEST OF A WIRE FENCE.  NOTE=THE MONUMENT HAS BEEN
 TG1402'HIT AND THE SOUTHWEST CORNER CHIPPED AWAY, BUT IS SOLID IN THE GROUND.
 TG1402'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 TG1402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1458 ***********************************************************************
 TG1458  DESIGNATION -  C 355
 TG1458  PID         -  TG1458
 TG1458  STATE/COUNTY-  ND/WILLIAMS
 TG1458  USGS QUAD   -  BONETRAILL SW (1974)
 TG1458
 TG1458                         *CURRENT SURVEY CONTROL
 TG1458  ___________________________________________________________________
 TG1458* NAD 83(1986)-  48 22 22.     (N)    103 54 24.     (W)     SCALED    
 TG1458* NAVD 88     -       727.994  (meters)    2388.43   (feet)  ADJUSTED  
 TG1458  ___________________________________________________________________
 TG1458  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG1458  DYNAMIC HT  -         728.080 (meters)    2388.71  (feet)  COMP
 TG1458  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 TG1458
 TG1458  VERT ORDER  -  SECOND    CLASS 0
 TG1458
 TG1458.The horizontal coordinates were scaled from a topographic map and have
 TG1458.an estimated accuracy of +/- 6 seconds.
 TG1458
 TG1458.The orthometric height was determined by differential leveling
 TG1458.and adjusted by the National Geodetic Survey in June 1991..
 TG1458
 TG1458.The geoid height was determined by GEOID03.
 TG1458
 TG1458.The dynamic height is computed by dividing the NAVD 88
 TG1458.geopotential number by the normal gravity value computed on the
 TG1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1458.degrees latitude (g = 980.6199 gals.).
 TG1458
 TG1458.The modeled gravity was interpolated from observed gravity values.
 TG1458
 TG1458;                    North         East    Units  Estimated Accuracy
 TG1458;SPC ND N     -   158,210.      347,710.      MT  (+/- 180 meters Scaled)
 TG1458
 TG1458                          SUPERSEDED SURVEY CONTROL
 TG1458
 TG1458  NGVD 29 (??/??/92)  727.467  (m)         2386.70   (f) ADJ UNCH    2 0
 TG1458
 TG1458.Superseded values are not recommended for survey control.
 TG1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1458.See file dsdata.txt to determine how the superseded data were derived.
 TG1458
 TG1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP809583(NAD 83)
 TG1458_MARKER: DB = BENCH MARK DISK
 TG1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1458_STAMPING: C-355 1935
 TG1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1458+STABILITY: SURFACE MOTION
 TG1458
 TG1458  HISTORY     - Date     Condition        Report By
 TG1458  HISTORY     - 1935     MONUMENTED       CGS
 TG1458  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1458
 TG1458                          STATION DESCRIPTION
 TG1458
 TG1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1458'17.35 MI SE FROM GRENORA.
 TG1458'ALONG THE TRENTON-GRENORA ROAD.  AT THE NORTH EAST CORNER OF SEC. 3,
 TG1458'T-156, R-103.  AT CORRECTION LINE JOG.  SET ABOUT AT THE CENTER OF
 TG1458'ROAD CURVE.  24 FEET WEST OF CENTERLINE OF THE ROAD.  75 FEET SOUTH OF
 TG1458'CENTERLINE OF FAINT TRAIL CROSSING.  5 FEET NORTH OF TELEPHONE POLE IN
 TG1458'LINE OF POLES.  1 FOOT BELOW ROAD LEVEL.
 TG1458
 TG1458                          STATION RECOVERY (1974)
 TG1458
 TG1458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1509 ***********************************************************************
 TG1509  DESIGNATION -  C 356
 TG1509  PID         -  TG1509
 TG1509  STATE/COUNTY-  ND/WILLIAMS
 TG1509  USGS QUAD   -  ZAHL (1948)
 TG1509
 TG1509                         *CURRENT SURVEY CONTROL
 TG1509  ___________________________________________________________________
 TG1509* NAD 83(1986)-  48 34 23.     (N)    103 42 41.     (W)     SCALED    
 TG1509* NAVD 88     -       613.869  (meters)    2014.00   (feet)  ADJUSTED  
 TG1509  ___________________________________________________________________
 TG1509  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG1509  DYNAMIC HT  -         613.967 (meters)    2014.32  (feet)  COMP
 TG1509  MODELED GRAV-     980,751.4   (mgal)                       NAVD 88
 TG1509
 TG1509  VERT ORDER  -  SECOND    CLASS 0
 TG1509
 TG1509.The horizontal coordinates were scaled from a topographic map and have
 TG1509.an estimated accuracy of +/- 6 seconds.
 TG1509
 TG1509.The orthometric height was determined by differential leveling
 TG1509.and adjusted by the National Geodetic Survey in June 1991..
 TG1509
 TG1509.The geoid height was determined by GEOID03.
 TG1509
 TG1509.The dynamic height is computed by dividing the NAVD 88
 TG1509.geopotential number by the normal gravity value computed on the
 TG1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1509.degrees latitude (g = 980.6199 gals.).
 TG1509
 TG1509.The modeled gravity was interpolated from observed gravity values.
 TG1509
 TG1509;                    North         East    Units  Estimated Accuracy
 TG1509;SPC ND N     -   179,840.      363,090.      MT  (+/- 180 meters Scaled)
 TG1509
 TG1509                          SUPERSEDED SURVEY CONTROL
 TG1509
 TG1509  NGVD 29 (??/??/92)  613.398  (m)         2012.46   (f) ADJ UNCH    2 0
 TG1509
 TG1509.Superseded values are not recommended for survey control.
 TG1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1509.See file dsdata.txt to determine how the superseded data were derived.
 TG1509
 TG1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP950807(NAD 83)
 TG1509_MARKER: DB = BENCH MARK DISK
 TG1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1509_STAMPING: C-356 1935
 TG1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1509+STABILITY: SURFACE MOTION
 TG1509
 TG1509  HISTORY     - Date     Condition        Report By
 TG1509  HISTORY     - 1935     MONUMENTED       CGS
 TG1509  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1509
 TG1509                          STATION DESCRIPTION
 TG1509
 TG1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1509'0.8 MI W FROM ZAHL.
 TG1509'0.8 MILES WEST OF DEPOT AT ALONG THE GREAT NORTHERN RAILWAY, 13 1/2
 TG1509'POLES WEST OF MILEPOLE NO. 75, AT CROSSING OF U S HIWAY NO. 85.  SET
 TG1509'52 FT WEST OF CENTERLINE OF CROSSING, THENCE 78 FT SOUTH OF CENTERLINE
 TG1509'OF TRACK.  3 FT NORTHWEST OF RIGHT OF WAY FENCE CORNER, AT RAIL LEVEL.
 TG1509
 TG1509                          STATION RECOVERY (1981)
 TG1509
 TG1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1449 ***********************************************************************
 TG1449  DESIGNATION -  C 357
 TG1449  PID         -  TG1449
 TG1449  STATE/COUNTY-  ND/WILLIAMS
 TG1449  USGS QUAD   -  BONETRAILL SE (1974)
 TG1449
 TG1449                         *CURRENT SURVEY CONTROL
 TG1449  ___________________________________________________________________
 TG1449* NAD 83(1986)-  48 17 04.     (N)    103 46 36.     (W)     SCALED    
 TG1449* NAVD 88     -       710.711  (meters)    2331.72   (feet)  ADJUSTED  
 TG1449  ___________________________________________________________________
 TG1449  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG1449  DYNAMIC HT  -         710.797 (meters)    2332.01  (feet)  COMP
 TG1449  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 TG1449
 TG1449  VERT ORDER  -  SECOND    CLASS 0
 TG1449
 TG1449.The horizontal coordinates were scaled from a topographic map and have
 TG1449.an estimated accuracy of +/- 6 seconds.
 TG1449
 TG1449.The orthometric height was determined by differential leveling
 TG1449.and adjusted by the National Geodetic Survey in June 1991..
 TG1449
 TG1449.The geoid height was determined by GEOID03.
 TG1449
 TG1449.The dynamic height is computed by dividing the NAVD 88
 TG1449.geopotential number by the normal gravity value computed on the
 TG1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1449.degrees latitude (g = 980.6199 gals.).
 TG1449
 TG1449.The modeled gravity was interpolated from observed gravity values.
 TG1449
 TG1449;                    North         East    Units  Estimated Accuracy
 TG1449;SPC ND N     -   147,980.      356,910.      MT  (+/- 180 meters Scaled)
 TG1449
 TG1449                          SUPERSEDED SURVEY CONTROL
 TG1449
 TG1449  NGVD 29 (??/??/92)  710.203  (m)         2330.06   (f) ADJ UNCH    2 0
 TG1449
 TG1449.Superseded values are not recommended for survey control.
 TG1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1449.See file dsdata.txt to determine how the superseded data were derived.
 TG1449
 TG1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP907486(NAD 83)
 TG1449_MARKER: DB = BENCH MARK DISK
 TG1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1449_STAMPING: C-357 1935
 TG1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1449+STABILITY: SURFACE MOTION
 TG1449
 TG1449  HISTORY     - Date     Condition        Report By
 TG1449  HISTORY     - 1935     MONUMENTED       CGS
 TG1449
 TG1449                          STATION DESCRIPTION
 TG1449
 TG1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1449'16.4 MI NW FROM WILLISTON.
 TG1449'ALONG ROADS TO A CROSS ROAD AT THE NORTHWEST CORNER OF SECTION 2,
 TG1449'TOWNSHIP 155, RANGE 102, 16.4 MILES NORTH AND WEST OF THE POSTOFFICE
 TG1449'AT WILLISTON.  SET IN POST 50 FEET SOUTH OF THE CENTERLINE OF THE
 TG1449'EAST-WEST ROAD, 30 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TG1449'ROAD, 15 FEET SOUTH OF THE SOUTHEAST SIDE OF A LARGE PILE OF ROCKS, AT
 TG1449'ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1378 ***********************************************************************
 TG1378  DESIGNATION -  C 358
 TG1378  PID         -  TG1378
 TG1378  STATE/COUNTY-  ND/WILLIAMS
 TG1378  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1378
 TG1378                         *CURRENT SURVEY CONTROL
 TG1378  ___________________________________________________________________
 TG1378* NAD 83(1986)-  48 19 39.     (N)    103 33 40.     (W)     SCALED    
 TG1378* NAVD 88     -       592.056  (meters)    1942.44   (feet)  POSTED    
 TG1378  ___________________________________________________________________
 TG1378  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG1378  DYNAMIC HT  -         592.140 (meters)    1942.71  (feet)  COMP
 TG1378  MODELED GRAV-     980,738.6   (mgal)                       NAVD 88
 TG1378
 TG1378  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1378
 TG1378.The horizontal coordinates were scaled from a topographic map and have
 TG1378.an estimated accuracy of +/- 6 seconds.
 TG1378
 TG1378.The orthometric height was determined by differential leveling
 TG1378.and adjusted by the National Geodetic Survey in 1992..
 TG1378.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1378.rate of 0.0 thru 1.0 mm/km.
 TG1378
 TG1378.The geoid height was determined by GEOID03.
 TG1378
 TG1378.The dynamic height is computed by dividing the NAVD 88
 TG1378.geopotential number by the normal gravity value computed on the
 TG1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1378.degrees latitude (g = 980.6199 gals.).
 TG1378
 TG1378.The modeled gravity was interpolated from observed gravity values.
 TG1378
 TG1378;                    North         East    Units  Estimated Accuracy
 TG1378;SPC ND N     -   152,110.      373,090.      MT  (+/- 180 meters Scaled)
 TG1378
 TG1378                          SUPERSEDED SURVEY CONTROL
 TG1378
 TG1378  NGVD 29 (??/??/92)  591.576  (m)         1940.86   (f) ADJ UNCH    2 0
 TG1378
 TG1378.Superseded values are not recommended for survey control.
 TG1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1378.See file dsdata.txt to determine how the superseded data were derived.
 TG1378
 TG1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP066537(NAD 83)
 TG1378_MARKER: DB = BENCH MARK DISK
 TG1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1378_STAMPING: C 358 1935
 TG1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1378+STABILITY: SURFACE MOTION
 TG1378
 TG1378  HISTORY     - Date     Condition        Report By
 TG1378  HISTORY     - 1935     MONUMENTED       CGS
 TG1378  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 TG1378
 TG1378                          STATION DESCRIPTION
 TG1378
 TG1378'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 TG1378'9.8 MI N FROM WILLISTON.
 TG1378'9.8 MILES NORTH ALONG U. S. HIGHWAY 85 FROM THE FIRST NATIONAL BANK
 TG1378'BUILDING AT WILLISTON, WILLIAMS COUNTY, 3.0 MILES EAST ALONG U. S.
 TG1378'HIGHWAY 2, AND 3.0 MILES NORTH ALONG U. S. HIGHWAY 2, AND 3.0 MILES
 TG1378'NORTH ALONG A ROAD.  AT THE NORTHWEST CORNER OF SECTION 21, T 156 N, R
 TG1378'100 W, AT A ROAD JUNCTION, 35 FEET EAST OF THE CENTERLINE OF THE
 TG1378'NORTH-AND-SOUTH ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE
 TG1378'EAST-AND-WEST ROAD, 5 FEET EAST OF A POLE, IN LINE WITH THE ROW OF
 TG1378'POLES, 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT
 TG1378'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED C 358 1935 AND SET IN
 TG1378'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0031 ***********************************************************************
 TH0031  DESIGNATION -  C 359
 TH0031  PID         -  TH0031
 TH0031  STATE/COUNTY-  ND/WILLIAMS
 TH0031  USGS QUAD   -  BRUSH LAKE (1988)
 TH0031
 TH0031                         *CURRENT SURVEY CONTROL
 TH0031  ___________________________________________________________________
 TH0031* NAD 83(1986)-  48 37 10.     (N)    104 02 52.     (W)     SCALED    
 TH0031* NAVD 88     -       607.896  (meters)    1994.41   (feet)  ADJUSTED  
 TH0031  ___________________________________________________________________
 TH0031  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TH0031  DYNAMIC HT  -         607.995 (meters)    1994.73  (feet)  COMP
 TH0031  MODELED GRAV-     980,754.1   (mgal)                       NAVD 88
 TH0031
 TH0031  VERT ORDER  -  SECOND    CLASS 0
 TH0031
 TH0031.The horizontal coordinates were scaled from a topographic map and have
 TH0031.an estimated accuracy of +/- 6 seconds.
 TH0031
 TH0031.The orthometric height was determined by differential leveling
 TH0031.and adjusted by the National Geodetic Survey in June 1991..
 TH0031
 TH0031.The geoid height was determined by GEOID03.
 TH0031
 TH0031.The dynamic height is computed by dividing the NAVD 88
 TH0031.geopotential number by the normal gravity value computed on the
 TH0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0031.degrees latitude (g = 980.6199 gals.).
 TH0031
 TH0031.The modeled gravity was interpolated from observed gravity values.
 TH0031
 TH0031;                    North         East    Units  Estimated Accuracy
 TH0031;SPC ND N     -   186,080.      338,530.      MT  (+/- 180 meters Scaled)
 TH0031
 TH0031                          SUPERSEDED SURVEY CONTROL
 TH0031
 TH0031  NGVD 29 (??/??/92)  607.395  (m)         1992.76   (f) ADJ UNCH    2 0
 TH0031
 TH0031.Superseded values are not recommended for survey control.
 TH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0031.See file dsdata.txt to determine how the superseded data were derived.
 TH0031
 TH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP701855(NAD 83)
 TH0031_MARKER: DB = BENCH MARK DISK
 TH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0031_STAMPING: C-359 1935
 TH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0031+STABILITY: SURFACE MOTION
 TH0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TH0031+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 TH0031
 TH0031  HISTORY     - Date     Condition        Report By
 TH0031  HISTORY     - 1935     MONUMENTED       CGS
 TH0031  HISTORY     - 20040929 GOOD             NDWC
 TH0031
 TH0031                          STATION DESCRIPTION
 TH0031
 TH0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0031'5.4 MI W FROM GRENORA.
 TH0031'5.4 MILES WEST OF THE DEPOT.  ALONG THE MONTANA-NORTH DAKOTA BOUNDARY
 TH0031'LINE.  AT JUNCTION OF T-ROAD LEADING EAST INTO GRENORA.  SET 36 FEET
 TH0031'SOUTH OF CENTERLINE OF THE JUNCTION, THENCE 39 FEET EAST OF CENTERLINE
 TH0031'OF BOUNDARY ROAD.  6 FEET SOUTH, THENCE 2 FEET WEST OF WILLIAMS CO.
 TH0031'SIGN.  AT ROAD LEVEL.
 TH0031
 TH0031                          STATION RECOVERY (2004)
 TH0031
 TH0031'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TH0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0331 ***********************************************************************
 RQ0331  DESIGNATION -  C 36 RESET
 RQ0331  PID         -  RQ0331
 RQ0331  STATE/COUNTY-  ND/MCINTOSH
 RQ0331  USGS QUAD   -  COLDWATER LAKE SW (1982)
 RQ0331
 RQ0331                         *CURRENT SURVEY CONTROL
 RQ0331  ___________________________________________________________________
 RQ0331* NAD 83(1986)-  46 01 36.     (N)    099 11 28.     (W)     SCALED    
 RQ0331* NAVD 88     -       593.36   (+/-2cm)    1946.7    (feet)  VERTCON   
 RQ0331  ___________________________________________________________________
 RQ0331  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 RQ0331
 RQ0331  VERT ORDER  -  THIRD (See Below)
 RQ0331
 RQ0331.The horizontal coordinates were scaled from a topographic map and have
 RQ0331.an estimated accuracy of +/- 6 seconds.
 RQ0331
 RQ0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0331.The vertical order pertains to the NGVD 29 superseded value.
 RQ0331
 RQ0331.The geoid height was determined by GEOID03.
 RQ0331
 RQ0331;                    North         East    Units  Estimated Accuracy
 RQ0331;SPC ND S     -    40,860.      701,340.      MT  (+/- 180 meters Scaled)
 RQ0331
 RQ0331                          SUPERSEDED SURVEY CONTROL
 RQ0331
 RQ0331  NGVD 29 (11/04/04)  592.94   (m)         1945.3    (f) RESET       3  
 RQ0331
 RQ0331.Superseded values are not recommended for survey control.
 RQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0331.See file dsdata.txt to determine how the superseded data were derived.
 RQ0331
 RQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR852970(NAD 83)
 RQ0331_MARKER: DB = BENCH MARK DISK
 RQ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0331_STAMPING: C 36 RESET 1954
 RQ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0331+STABILITY: SURFACE MOTION
 RQ0331
 RQ0331  HISTORY     - Date     Condition        Report By
 RQ0331  HISTORY     - 1954     MONUMENTED       NDHD
 RQ0331  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0331
 RQ0331                          STATION DESCRIPTION
 RQ0331
 RQ0331'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1954
 RQ0331'8.7 MI E FROM ASHLEY.
 RQ0331'8.7 MILES EAST ALONG STATE HIGHWAY 11 FROM ASHLEY, MCINTOSH COUNTY, 99
 RQ0331'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 65 FEET EAST OF A
 RQ0331'NORTH-AND SOUTH SECTION LINE, 45 FEET EAST AND 35 FEET SOUTH OF AN
 RQ0331'18-INCH CORRUGATED-METAL PIPE CULVERT UNDER THE SOUTH APPROACH, AND 10
 RQ0331'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C
 RQ0331'36 RESET 1954 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0331
 RQ0331                          STATION RECOVERY (1978)
 RQ0331
 RQ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1086 ***********************************************************************
 TG1086  DESIGNATION -  C 360
 TG1086  PID         -  TG1086
 TG1086  STATE/COUNTY-  ND/DIVIDE
 TG1086  USGS QUAD   -  AMBROSE (1948)
 TG1086
 TG1086                         *CURRENT SURVEY CONTROL
 TG1086  ___________________________________________________________________
 TG1086* NAD 83(1986)-  48 54 32.     (N)    103 25 16.     (W)     SCALED    
 TG1086* NAVD 88     -       663.858  (meters)    2178.01   (feet)  ADJUSTED  
 TG1086  ___________________________________________________________________
 TG1086  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TG1086  DYNAMIC HT  -         663.987 (meters)    2178.43  (feet)  COMP
 TG1086  MODELED GRAV-     980,782.6   (mgal)                       NAVD 88
 TG1086
 TG1086  VERT ORDER  -  SECOND    CLASS 0
 TG1086
 TG1086.The horizontal coordinates were scaled from a topographic map and have
 TG1086.an estimated accuracy of +/- 6 seconds.
 TG1086
 TG1086.The orthometric height was determined by differential leveling
 TG1086.and adjusted by the National Geodetic Survey in June 1991..
 TG1086
 TG1086.The geoid height was determined by GEOID03.
 TG1086
 TG1086.The dynamic height is computed by dividing the NAVD 88
 TG1086.geopotential number by the normal gravity value computed on the
 TG1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1086.degrees latitude (g = 980.6199 gals.).
 TG1086
 TG1086.The modeled gravity was interpolated from observed gravity values.
 TG1086
 TG1086;                    North         East    Units  Estimated Accuracy
 TG1086;SPC ND N     -   216,310.      385,910.      MT  (+/- 180 meters Scaled)
 TG1086
 TG1086                          SUPERSEDED SURVEY CONTROL
 TG1086
 TG1086  NGVD 29 (??/??/92)  663.375  (m)         2176.42   (f) ADJ UNCH    2 0
 TG1086
 TG1086.Superseded values are not recommended for survey control.
 TG1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1086.See file dsdata.txt to determine how the superseded data were derived.
 TG1086
 TG1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ156185(NAD 83)
 TG1086_MARKER: DB = BENCH MARK DISK
 TG1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1086_STAMPING: C-360 1935
 TG1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1086+STABILITY: SURFACE MOTION
 TG1086
 TG1086  HISTORY     - Date     Condition        Report By
 TG1086  HISTORY     - 1935     MONUMENTED       CGS
 TG1086  HISTORY     - 20041109 MARK NOT FOUND   NDWC
 TG1086
 TG1086                          STATION DESCRIPTION
 TG1086
 TG1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1086'5.7 MI W FROM CROSBY.
 TG1086'ALONG THE FORTUNA ROAD (STATE ROUTE NO. 5) TO A CROSS ROAD 5.7 MILES
 TG1086'WEST OF MAIN STREET AT CROSBY.  SET IN POST IN THE NORTHEAST QUARTER
 TG1086'OF THE INTERSECTION, 70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TG1086'39 FEET EAST OF THE CENTERLINE OF THE CROSS ROAD, 30 FEET NORTH OF THE
 TG1086'CORNER FENCE POST, 1 FOOT WEST OF THE FENCE, 3 FEET ABOVE THE ROAD.
 TG1086
 TG1086                          STATION RECOVERY (2004)
 TG1086
 TG1086'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1079 ***********************************************************************
 TG1079  DESIGNATION -  C 361
 TG1079  PID         -  TG1079
 TG1079  STATE/COUNTY-  ND/DIVIDE
 TG1079  USGS QUAD   -  NOONAN (1981)
 TG1079
 TG1079                         *CURRENT SURVEY CONTROL
 TG1079  ___________________________________________________________________
 TG1079* NAD 83(1986)-  48 59 18.     (N)    103 00 17.     (W)     SCALED    
 TG1079* NAVD 88     -       575.858  (meters)    1889.29   (feet)  ADJUSTED  
 TG1079  ___________________________________________________________________
 TG1079  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 TG1079  DYNAMIC HT  -         575.992 (meters)    1889.73  (feet)  COMP
 TG1079  MODELED GRAV-     980,823.4   (mgal)                       NAVD 88
 TG1079
 TG1079  VERT ORDER  -  SECOND    CLASS 0
 TG1079
 TG1079.The horizontal coordinates were scaled from a topographic map and have
 TG1079.an estimated accuracy of +/- 6 seconds.
 TG1079
 TG1079.The orthometric height was determined by differential leveling
 TG1079.and adjusted by the National Geodetic Survey in June 1991..
 TG1079
 TG1079.The geoid height was determined by GEOID03.
 TG1079
 TG1079.The dynamic height is computed by dividing the NAVD 88
 TG1079.geopotential number by the normal gravity value computed on the
 TG1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1079.degrees latitude (g = 980.6199 gals.).
 TG1079
 TG1079.The modeled gravity was interpolated from observed gravity values.
 TG1079
 TG1079;                    North         East    Units  Estimated Accuracy
 TG1079;SPC ND N     -   224,060.      416,700.      MT  (+/- 180 meters Scaled)
 TG1079
 TG1079                          SUPERSEDED SURVEY CONTROL
 TG1079
 TG1079  NGVD 29 (??/??/92)  575.438  (m)         1887.92   (f) ADJ UNCH    2 0
 TG1079
 TG1079.Superseded values are not recommended for survey control.
 TG1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1079.See file dsdata.txt to determine how the superseded data were derived.
 TG1079
 TG1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ459280(NAD 83)
 TG1079_MARKER: DB = BENCH MARK DISK
 TG1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1079_STAMPING: C-361 1935
 TG1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1079+STABILITY: SURFACE MOTION
 TG1079
 TG1079  HISTORY     - Date     Condition        Report By
 TG1079  HISTORY     - 1935     MONUMENTED       CGS
 TG1079
 TG1079                          STATION DESCRIPTION
 TG1079
 TG1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1079'6.2 MI N FROM NOONAN.
 TG1079'ALONG THE ESTEVAN ROAD (STATE ROUTE NO. 40) TO A PRIVATE T-ROAD WEST
 TG1079'AT A SMALL FARM HOUSE 6.2 MILES NORTH OF THE SOO RAILROAD AT NOONAN,
 TG1079'0.7 MILE SOUTH OF THE CANADIAN LINE.  SET IN POST ACROSS THE ROAD FROM
 TG1079'AND SOUTHEAST OF THE HOUSE, 75 FEET SOUTH OF THE CENTERLINE OF THE
 TG1079'T-ROAD EXTENDED EAST, 38 FEET EAST OF THE CENTERLINE OF THE ESTEVAN
 TG1079'ROAD, 4 FEET NORTHWEST OF THE CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1080 ***********************************************************************
 TG1080  DESIGNATION -  C 361 RESET
 TG1080  PID         -  TG1080
 TG1080  STATE/COUNTY-  ND/DIVIDE
 TG1080  USGS QUAD   -  NOONAN (1981)
 TG1080
 TG1080                         *CURRENT SURVEY CONTROL
 TG1080  ___________________________________________________________________
 TG1080* NAD 83(1986)-  48 59 18.     (N)    103 00 18.     (W)     SCALED    
 TG1080* NAVD 88     -       576.27   (+/-2cm)    1890.6    (feet)  VERTCON   
 TG1080  ___________________________________________________________________
 TG1080  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 TG1080
 TG1080  VERT ORDER  -  THIRD (See Below)
 TG1080
 TG1080.The horizontal coordinates were scaled from a topographic map and have
 TG1080.an estimated accuracy of +/- 6 seconds.
 TG1080
 TG1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1080.The vertical order pertains to the NGVD 29 superseded value.
 TG1080
 TG1080.The geoid height was determined by GEOID03.
 TG1080
 TG1080;                    North         East    Units  Estimated Accuracy
 TG1080;SPC ND N     -   224,060.      416,680.      MT  (+/- 180 meters Scaled)
 TG1080
 TG1080                          SUPERSEDED SURVEY CONTROL
 TG1080
 TG1080  NGVD 29 (11/04/04)  575.85   (m)         1889.3    (f) RESET       3  
 TG1080
 TG1080.Superseded values are not recommended for survey control.
 TG1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1080.See file dsdata.txt to determine how the superseded data were derived.
 TG1080
 TG1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ459280(NAD 83)
 TG1080_MARKER: DB = BENCH MARK DISK
 TG1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1080_STAMPING: C 361 RESET 1960
 TG1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1080+STABILITY: SURFACE MOTION
 TG1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1080+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 TG1080
 TG1080  HISTORY     - Date     Condition        Report By
 TG1080  HISTORY     - 1960     MONUMENTED       CGS
 TG1080  HISTORY     - 20041109 GOOD             NDWC
 TG1080
 TG1080                          STATION DESCRIPTION
 TG1080
 TG1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TG1080'6.2 MI N FROM NOONAN.
 TG1080'THE MARK IS LOCATED ABOUT 6.2 MILES NORTH ALONG STATE HIGHWAY 40 FROM
 TG1080'THE RAILROAD STATION AT NOONAN, ABOUT 0.7 MILE SOUTH OF THE CANADIAN
 TG1080'BOUNDARY, SOUTHEAST ACROSS THE HIGHWAY FROM A WHITE HOUSE, 99 FEET
 TG1080'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A STEEL POST
 TG1080'WITH TOP, PAINTED YELLOW AND 1 FOOT SOUTH OF THE HALF-SECTION LINE
 TG1080'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 TG1080'INCHES.
 TG1080
 TG1080                          STATION RECOVERY (2004)
 TG1080
 TG1080'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0993 ***********************************************************************
 SN0993  DESIGNATION -  C 362
 SN0993  PID         -  SN0993
 SN0993  STATE/COUNTY-  ND/MERCER
 SN0993  USGS QUAD   -  BEULAH (1980)
 SN0993
 SN0993                         *CURRENT SURVEY CONTROL
 SN0993  ___________________________________________________________________
 SN0993* NAD 83(1986)-  47 15 46.     (N)    101 50 56.     (W)     SCALED    
 SN0993* NAVD 88     -       551.148  (meters)    1808.22   (feet)  ADJUSTED  
 SN0993  ___________________________________________________________________
 SN0993  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SN0993  DYNAMIC HT  -         551.180 (meters)    1808.33  (feet)  COMP
 SN0993  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 SN0993
 SN0993  VERT ORDER  -  SECOND    CLASS 0
 SN0993
 SN0993.The horizontal coordinates were scaled from a topographic map and have
 SN0993.an estimated accuracy of +/- 6 seconds.
 SN0993
 SN0993.The orthometric height was determined by differential leveling
 SN0993.and adjusted by the National Geodetic Survey in June 1991..
 SN0993
 SN0993.The geoid height was determined by GEOID03.
 SN0993
 SN0993.The dynamic height is computed by dividing the NAVD 88
 SN0993.geopotential number by the normal gravity value computed on the
 SN0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0993.degrees latitude (g = 980.6199 gals.).
 SN0993
 SN0993.The modeled gravity was interpolated from observed gravity values.
 SN0993
 SN0993;                    North         East    Units  Estimated Accuracy
 SN0993;SPC ND S     -   178,300.      497,920.      MT  (+/- 180 meters Scaled)
 SN0993
 SN0993                          SUPERSEDED SURVEY CONTROL
 SN0993
 SN0993  NGVD 29 (??/??/92)  550.742  (m)         1806.89   (f) ADJ UNCH    2 0
 SN0993
 SN0993.Superseded values are not recommended for survey control.
 SN0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0993.See file dsdata.txt to determine how the superseded data were derived.
 SN0993
 SN0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT844383(NAD 83)
 SN0993_MARKER: DB = BENCH MARK DISK
 SN0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0993_STAMPING: C 362 1958
 SN0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0993+STABILITY: SURFACE MOTION
 SN0993
 SN0993  HISTORY     - Date     Condition        Report By
 SN0993  HISTORY     - 1958     MONUMENTED       CGS
 SN0993
 SN0993                          STATION DESCRIPTION
 SN0993
 SN0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0993'3.4 MI W FROM BEULAH.
 SN0993'3.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0993'BEULAH, OR ABOUT 3.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD
 SN0993'FROM THE STATION AT ZAP, 84 FEET SOUTH AND ACROSS THE TRACKS FROM
 SN0993'MILEPOST 76, 70 FEET SOUTH OF THE SOUTH RAIL, 175 FEET SOUTHEAST OF
 SN0993'THE CENTER OF A ROAD CROSSING, 99 FEET NORTH OF THE CENTER LINE OF A
 SN0993'ROAD, 75 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 1 1/2
 SN0993'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SN0993'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1639 ***********************************************************************
 TF1639  DESIGNATION -  C 374
 TF1639  PID         -  TF1639
 TF1639  STATE/COUNTY-  ND/RENVILLE
 TF1639  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1639
 TF1639                         *CURRENT SURVEY CONTROL
 TF1639  ___________________________________________________________________
 TF1639* NAD 83(1986)-  48 48 25.     (N)    101 49 25.     (W)     SCALED    
 TF1639* NAVD 88     -       489.212  (meters)    1605.02   (feet)  ADJUSTED  
 TF1639  ___________________________________________________________________
 TF1639  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 TF1639  DYNAMIC HT  -         489.320 (meters)    1605.38  (feet)  COMP
 TF1639  MODELED GRAV-     980,815.9   (mgal)                       NAVD 88
 TF1639
 TF1639  VERT ORDER  -  SECOND    CLASS 0
 TF1639
 TF1639.The horizontal coordinates were scaled from a topographic map and have
 TF1639.an estimated accuracy of +/- 6 seconds.
 TF1639
 TF1639.The orthometric height was determined by differential leveling
 TF1639.and adjusted by the National Geodetic Survey in June 1991..
 TF1639
 TF1639.The geoid height was determined by GEOID03.
 TF1639
 TF1639.The dynamic height is computed by dividing the NAVD 88
 TF1639.geopotential number by the normal gravity value computed on the
 TF1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1639.degrees latitude (g = 980.6199 gals.).
 TF1639
 TF1639.The modeled gravity was interpolated from observed gravity values.
 TF1639
 TF1639;                    North         East    Units  Estimated Accuracy
 TF1639;SPC ND N     -   201,740.      502,780.      MT  (+/- 180 meters Scaled)
 TF1639
 TF1639                          SUPERSEDED SURVEY CONTROL
 TF1639
 TF1639  NGVD 29 (??/??/92)  488.82   (m)         1603.7    (f) COMPUTED    2 0
 TF1639
 TF1639.Superseded values are not recommended for survey control.
 TF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1639.See file dsdata.txt to determine how the superseded data were derived.
 TF1639
 TF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV926098(NAD 83)
 TF1639_MARKER: DB = BENCH MARK DISK
 TF1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1639_STAMPING: C 374 1935
 TF1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1639+STABILITY: SURFACE MOTION
 TF1639
 TF1639  HISTORY     - Date     Condition        Report By
 TF1639  HISTORY     - 1935     MONUMENTED       CGS
 TF1639  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1639
 TF1639                          STATION DESCRIPTION
 TF1639
 TF1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1639'4.0 MI NW FROM MCKINNEY.
 TF1639'4.0 MILES NORTHWEST ALONG A ROAD PARALLELING SOURIS RIVER FROM THE
 TF1639'INTERSECTION OF STATE HIGHWAY 5 AT MCKINNEY, RENVILLE COUNTY, AT THE
 TF1639'EAST END OF A BRIDGE, 50 FEET NORTHEAST OF THE NORTHEAST CORNER, 29
 TF1639'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF A
 TF1639'FENCE, AND 2 FEET LOWER THAN THE BRIDGE.  A STANDARD DISK, STAMPED C
 TF1639'374 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0226 ***********************************************************************
 RP0226  DESIGNATION -  C 376
 RP0226  PID         -  RP0226
 RP0226  STATE/COUNTY-  ND/RICHLAND
 RP0226  USGS QUAD   -  FAIRMOUNT (1973)
 RP0226
 RP0226                         *CURRENT SURVEY CONTROL
 RP0226  ___________________________________________________________________
 RP0226* NAD 83(1986)-  46 04 47.     (N)    096 36 22.     (W)     SCALED    
 RP0226* NAVD 88     -       300.766  (meters)     986.76   (feet)  ADJUSTED  
 RP0226  ___________________________________________________________________
 RP0226  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RP0226  DYNAMIC HT  -         300.766 (meters)     986.76  (feet)  COMP
 RP0226  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 RP0226
 RP0226  VERT ORDER  -  SECOND    CLASS 0
 RP0226
 RP0226.The horizontal coordinates were scaled from a topographic map and have
 RP0226.an estimated accuracy of +/- 6 seconds.
 RP0226
 RP0226.The orthometric height was determined by differential leveling
 RP0226.and adjusted by the National Geodetic Survey in June 1991..
 RP0226
 RP0226.The geoid height was determined by GEOID03.
 RP0226
 RP0226.The dynamic height is computed by dividing the NAVD 88
 RP0226.geopotential number by the normal gravity value computed on the
 RP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0226.degrees latitude (g = 980.6199 gals.).
 RP0226
 RP0226.The modeled gravity was interpolated from observed gravity values.
 RP0226
 RP0226;                    North         East    Units  Estimated Accuracy
 RP0226;SPC ND S     -    53,380.      901,080.      MT  (+/- 180 meters Scaled)
 RP0226
 RP0226                          SUPERSEDED SURVEY CONTROL
 RP0226
 RP0226  NGVD 29 (??/??/92)  300.547  (m)          986.04   (f) ADJ UNCH    2 0
 RP0226
 RP0226.Superseded values are not recommended for survey control.
 RP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0226.See file dsdata.txt to determine how the superseded data were derived.
 RP0226
 RP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS850056(NAD 83)
 RP0226_MARKER: DB = BENCH MARK DISK
 RP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0226_STAMPING: C 376 1940
 RP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0226+STABILITY: SURFACE MOTION
 RP0226
 RP0226  HISTORY     - Date     Condition        Report By
 RP0226  HISTORY     - 1940     MONUMENTED       CGS
 RP0226  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0226
 RP0226                          STATION DESCRIPTION
 RP0226
 RP0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RP0226'1.5 MI N FROM FAIRMOUNT.
 RP0226'1.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0226'RAILWAY FROM THE STATION AT FAIRMOUNT, RICHLAND COUNTY, 2 1/2 POLES
 RP0226'SOUTH OF MILEPOST 58, 40 FEET EAST OF THE CENTERLINE OF THE TRACK,
 RP0226'35.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9.3 FEET WEST OF A
 RP0226'FENCE CORNER, 2.3 FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S.  A
 RP0226'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RP0226
 RP0226                          STATION RECOVERY (1990)
 RP0226
 RP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0492 ***********************************************************************
 TG0492  DESIGNATION -  C 377
 TG0492  PID         -  TG0492
 TG0492  STATE/COUNTY-  ND/MOUNTRAIL
 TG0492  USGS QUAD   -  STANLEY (1981)
 TG0492
 TG0492                         *CURRENT SURVEY CONTROL
 TG0492  ___________________________________________________________________
 TG0492* NAD 83(1986)-  48 15 13.     (N)    102 22 32.     (W)     SCALED    
 TG0492* NAVD 88     -       677.614  (meters)    2223.14   (feet)  ADJUSTED  
 TG0492  ___________________________________________________________________
 TG0492  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0492  DYNAMIC HT  -         677.715 (meters)    2223.47  (feet)  COMP
 TG0492  MODELED GRAV-     980,737.5   (mgal)                       NAVD 88
 TG0492
 TG0492  VERT ORDER  -  SECOND    CLASS 0
 TG0492
 TG0492.The horizontal coordinates were scaled from a topographic map and have
 TG0492.an estimated accuracy of +/- 6 seconds.
 TG0492
 TG0492.The orthometric height was determined by differential leveling
 TG0492.and adjusted by the National Geodetic Survey in June 1991..
 TG0492
 TG0492.The geoid height was determined by GEOID03.
 TG0492
 TG0492.The dynamic height is computed by dividing the NAVD 88
 TG0492.geopotential number by the normal gravity value computed on the
 TG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0492.degrees latitude (g = 980.6199 gals.).
 TG0492
 TG0492.The modeled gravity was interpolated from observed gravity values.
 TG0492
 TG0492;                    North         East    Units  Estimated Accuracy
 TG0492;SPC ND N     -   141,080.      460,750.      MT  (+/- 180 meters Scaled)
 TG0492
 TG0492                          SUPERSEDED SURVEY CONTROL
 TG0492
 TG0492  NGVD 29 (??/??/92)  677.16   (m)         2221.6    (f) COMPUTED    2 0
 TG0492
 TG0492.Superseded values are not recommended for survey control.
 TG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0492.See file dsdata.txt to determine how the superseded data were derived.
 TG0492
 TG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP948478(NAD 83)
 TG0492_MARKER: DB = BENCH MARK DISK
 TG0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0492_SP_SET: CULVERT
 TG0492_STAMPING: C-377 1940
 TG0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0492
 TG0492  HISTORY     - Date     Condition        Report By
 TG0492  HISTORY     - 1940     MONUMENTED       CGS
 TG0492
 TG0492                          STATION DESCRIPTION
 TG0492
 TG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG0492'5.2 MI S FROM STANLEY.
 TG0492'5.2 MILES SOUTH OF, ALONG STATE HIGHWAY 8 5.2 MILES SOUTH OF THE
 TG0492'COUNTY COURT HOUSE AT STANLEY, 16 FEET WEST OF THE CENTER LINE OF THE
 TG0492'HIGHWAY IN THE NORTH END OF THE WEST HEAD-WALL OF A 18-INCH CORRUGATED
 TG0492'IRON PIPE CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN POST STENCILED
 TG0492'U.S.B.M.  A STANDARD DISK STAMPED C-377.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0493 ***********************************************************************
 TG0493  DESIGNATION -  C 377 RESET
 TG0493  PID         -  TG0493
 TG0493  STATE/COUNTY-  ND/MOUNTRAIL
 TG0493  USGS QUAD   -  STANLEY (1981)
 TG0493
 TG0493                         *CURRENT SURVEY CONTROL
 TG0493  ___________________________________________________________________
 TG0493* NAD 83(1986)-  48 15 13.     (N)    102 22 32.     (W)     SCALED    
 TG0493* NAVD 88     -       678.915  (meters)    2227.41   (feet)  ADJUSTED  
 TG0493  ___________________________________________________________________
 TG0493  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0493  DYNAMIC HT  -         679.016 (meters)    2227.74  (feet)  COMP
 TG0493  MODELED GRAV-     980,737.5   (mgal)                       NAVD 88
 TG0493
 TG0493  VERT ORDER  -  SECOND    CLASS 0
 TG0493
 TG0493.The horizontal coordinates were scaled from a topographic map and have
 TG0493.an estimated accuracy of +/- 6 seconds.
 TG0493
 TG0493.The orthometric height was determined by differential leveling
 TG0493.and adjusted by the National Geodetic Survey in June 1991..
 TG0493
 TG0493.The geoid height was determined by GEOID03.
 TG0493
 TG0493.The dynamic height is computed by dividing the NAVD 88
 TG0493.geopotential number by the normal gravity value computed on the
 TG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0493.degrees latitude (g = 980.6199 gals.).
 TG0493
 TG0493.The modeled gravity was interpolated from observed gravity values.
 TG0493
 TG0493;                    North         East    Units  Estimated Accuracy
 TG0493;SPC ND N     -   141,080.      460,750.      MT  (+/- 180 meters Scaled)
 TG0493
 TG0493                          SUPERSEDED SURVEY CONTROL
 TG0493
 TG0493  NGVD 29 (??/??/92)  678.449  (m)         2225.88   (f) ADJ UNCH    2 0
 TG0493
 TG0493.Superseded values are not recommended for survey control.
 TG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0493.See file dsdata.txt to determine how the superseded data were derived.
 TG0493
 TG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP948478(NAD 83)
 TG0493_MARKER: DB = BENCH MARK DISK
 TG0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0493_STAMPING: C 377 RESET 1955
 TG0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0493+STABILITY: SURFACE MOTION
 TG0493
 TG0493  HISTORY     - Date     Condition        Report By
 TG0493  HISTORY     - 1955     MONUMENTED       NDHD
 TG0493  HISTORY     - 1963     GOOD             NGS
 TG0493
 TG0493                          STATION DESCRIPTION
 TG0493
 TG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0493'4.8 MI SE FROM STANLEY.
 TG0493'ABOUT 4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0493'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, ABOUT 0.1 MILE SOUTH OF A
 TG0493'GRAVELED ROAD INTERSECTION, 150 FEET SOUTH OF THE SECOND POWER POLE
 TG0493'SOUTH OF THE INTERSECTION, 100 FEET WEST OF THE CENTERLINE OF THE
 TG0493'HIGHWAY, 3 FEET EAST OF A POINT IN LINE WITH A ROW OF POWER POLES, 1.5
 TG0493'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 TG0493'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDER THE GROUND, S 16, R
 TG0493'92 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0361 ***********************************************************************
 SO0361  DESIGNATION -  C 379
 SO0361  PID         -  SO0361
 SO0361  STATE/COUNTY-  ND/DUNN
 SO0361  USGS QUAD   -  OAKDALE (1974)
 SO0361
 SO0361                         *CURRENT SURVEY CONTROL
 SO0361  ___________________________________________________________________
 SO0361* NAD 83(1986)-  47 28 22.     (N)    102 49 23.     (W)     SCALED    
 SO0361* NAVD 88     -       728.982  (meters)    2391.67   (feet)  ADJUSTED  
 SO0361  ___________________________________________________________________
 SO0361  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SO0361  DYNAMIC HT  -         729.024 (meters)    2391.81  (feet)  COMP
 SO0361  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 SO0361
 SO0361  VERT ORDER  -  SECOND    CLASS 0
 SO0361
 SO0361.The horizontal coordinates were scaled from a topographic map and have
 SO0361.an estimated accuracy of +/- 6 seconds.
 SO0361
 SO0361.The orthometric height was determined by differential leveling
 SO0361.and adjusted by the National Geodetic Survey in June 1991..
 SO0361
 SO0361.The geoid height was determined by GEOID03.
 SO0361
 SO0361.The dynamic height is computed by dividing the NAVD 88
 SO0361.geopotential number by the normal gravity value computed on the
 SO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0361.degrees latitude (g = 980.6199 gals.).
 SO0361
 SO0361.The modeled gravity was interpolated from observed gravity values.
 SO0361
 SO0361;                    North         East    Units  Estimated Accuracy
 SO0361;SPC ND S     -   203,360.      424,910.      MT  (+/- 180 meters Scaled)
 SO0361
 SO0361                          SUPERSEDED SURVEY CONTROL
 SO0361
 SO0361  NGVD 29 (??/??/92)  728.479  (m)         2390.02   (f) ADJ UNCH    2 0
 SO0361
 SO0361.Superseded values are not recommended for survey control.
 SO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0361.See file dsdata.txt to determine how the superseded data were derived.
 SO0361
 SO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN640600(NAD 83)
 SO0361_MARKER: DB = BENCH MARK DISK
 SO0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0361_STAMPING: C 379 1940
 SO0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0361+STABILITY: SURFACE MOTION
 SO0361
 SO0361  HISTORY     - Date     Condition        Report By
 SO0361  HISTORY     - 1940     MONUMENTED       CGS
 SO0361
 SO0361                          STATION DESCRIPTION
 SO0361
 SO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0361'10.4 MI N FROM KILLDEER.
 SO0361'10.4 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 22 FROM THE
 SO0361'NORTHERN PACIFIC RAILWAY STATION AT KILLDEER, DUNN COUNTY, 176 FEET
 SO0361'WEST OF THE RIGHT-ANGLE TURN TO THE SOUTH, 27 FEET SOUTH OF THE
 SO0361'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTH OF A SECTION-LINE FENCE, 1
 SO0361'FOOT WEST OF A NORTH-AND-SOUTH FENCE, AND 1 FOOT EAST OF A WHITE
 SO0361'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0361'0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0138 ***********************************************************************
 RQ0138  DESIGNATION -  C 38
 RQ0138  PID         -  RQ0138
 RQ0138  STATE/COUNTY-  ND/DICKEY
 RQ0138  USGS QUAD   -  MONANGO (1982)
 RQ0138
 RQ0138                         *CURRENT SURVEY CONTROL
 RQ0138  ___________________________________________________________________
 RQ0138* NAD 83(1986)-  46 11 36.     (N)    098 36 33.     (W)     SCALED    
 RQ0138* NAVD 88     -       462.646  (meters)    1517.86   (feet)  ADJUSTED  
 RQ0138  ___________________________________________________________________
 RQ0138  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 RQ0138  DYNAMIC HT  -         462.640 (meters)    1517.84  (feet)  COMP
 RQ0138  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 RQ0138
 RQ0138  VERT ORDER  -  SECOND    CLASS 0
 RQ0138
 RQ0138.The horizontal coordinates were scaled from a topographic map and have
 RQ0138.an estimated accuracy of +/- 6 seconds.
 RQ0138
 RQ0138.The orthometric height was determined by differential leveling
 RQ0138.and adjusted by the National Geodetic Survey in June 1991..
 RQ0138
 RQ0138.The geoid height was determined by GEOID03.
 RQ0138
 RQ0138.The dynamic height is computed by dividing the NAVD 88
 RQ0138.geopotential number by the normal gravity value computed on the
 RQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0138.degrees latitude (g = 980.6199 gals.).
 RQ0138
 RQ0138.The modeled gravity was interpolated from observed gravity values.
 RQ0138
 RQ0138;                    North         East    Units  Estimated Accuracy
 RQ0138;SPC ND S     -    60,300.      745,950.      MT  (+/- 180 meters Scaled)
 RQ0138
 RQ0138                          SUPERSEDED SURVEY CONTROL
 RQ0138
 RQ0138  NGVD 29 (??/??/92)  462.278  (m)         1516.66   (f) ADJ UNCH    2 0
 RQ0138
 RQ0138.Superseded values are not recommended for survey control.
 RQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0138.See file dsdata.txt to determine how the superseded data were derived.
 RQ0138
 RQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS301156(NAD 83)
 RQ0138_MARKER: DB = BENCH MARK DISK
 RQ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0138_STAMPING: C 48 1934
 RQ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0138+STABILITY: SURFACE MOTION
 RQ0138
 RQ0138  HISTORY     - Date     Condition        Report By
 RQ0138  HISTORY     - 1934     MONUMENTED       CGS
 RQ0138  HISTORY     - 1970     MARK NOT FOUND   NGS
 RQ0138  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0138
 RQ0138                          STATION DESCRIPTION
 RQ0138
 RQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0138'1.7 MI N FROM MONANGO.
 RQ0138'1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST.PAUL AND PACIFIC
 RQ0138'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, 5 POLES NORTH OF
 RQ0138'MILEPOST 50, 5 POLES NORTH OF A ROAD CROSSING, 49 FEET SOUTHWEST OF
 RQ0138'THE CENTERLINE OF THE TRACK, 5 FEET SOUTH OF A POLE AND ABOUT LEVEL
 RQ0138'WITH THE TRACK.  A STANDARD DISK, STAMPED C 38 1934 AND SET IN THE TOP
 RQ0138'OF A CONCRETE POST.
 RQ0138
 RQ0138                          STATION RECOVERY (1970)
 RQ0138
 RQ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RQ0138'MARK NOT FOUND.
 RQ0138
 RQ0138                          STATION RECOVERY (1977)
 RQ0138
 RQ0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0177 ***********************************************************************
 RR0177  DESIGNATION -  C 380
 RR0177  PID         -  RR0177
 RR0177  STATE/COUNTY-  ND/SIOUX
 RR0177  USGS QUAD   -  SELFRIDGE (1971)
 RR0177
 RR0177                         *CURRENT SURVEY CONTROL
 RR0177  ___________________________________________________________________
 RR0177* NAD 83(1986)-  46 00 53.     (N)    100 54 41.     (W)     SCALED    
 RR0177* NAVD 88     -       661.015  (meters)    2168.68   (feet)  ADJUSTED  
 RR0177  ___________________________________________________________________
 RR0177  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RR0177  DYNAMIC HT  -         660.966 (meters)    2168.52  (feet)  COMP
 RR0177  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 RR0177
 RR0177  VERT ORDER  -  SECOND    CLASS 0
 RR0177
 RR0177.The horizontal coordinates were scaled from a topographic map and have
 RR0177.an estimated accuracy of +/- 6 seconds.
 RR0177
 RR0177.The orthometric height was determined by differential leveling
 RR0177.and adjusted by the National Geodetic Survey in June 1991..
 RR0177
 RR0177.The geoid height was determined by GEOID03.
 RR0177
 RR0177.The dynamic height is computed by dividing the NAVD 88
 RR0177.geopotential number by the normal gravity value computed on the
 RR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0177.degrees latitude (g = 980.6199 gals.).
 RR0177
 RR0177.The modeled gravity was interpolated from observed gravity values.
 RR0177
 RR0177;                    North         East    Units  Estimated Accuracy
 RR0177;SPC ND S     -    38,770.      568,140.      MT  (+/- 180 meters Scaled)
 RR0177
 RR0177                          SUPERSEDED SURVEY CONTROL
 RR0177
 RR0177  NGVD 29 (??/??/92)  660.591  (m)         2167.29   (f) ADJ UNCH    2 0
 RR0177
 RR0177.Superseded values are not recommended for survey control.
 RR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0177.See file dsdata.txt to determine how the superseded data were derived.
 RR0177
 RR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR520974(NAD 83)
 RR0177_MARKER: DB = BENCH MARK DISK
 RR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0177_STAMPING: C 380 1945
 RR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0177+STABILITY: SURFACE MOTION
 RR0177
 RR0177  HISTORY     - Date     Condition        Report By
 RR0177  HISTORY     - 1945     MONUMENTED       CGS
 RR0177  HISTORY     - 1956     GOOD             NGS
 RR0177
 RR0177                          STATION DESCRIPTION
 RR0177
 RR0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0177'1.9 MI SE FROM SELFRIDGE.
 RR0177'1.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RR0177'RAILROAD FROM THE STATION AT SELFRIDGE, SIOUX COUNTY, ABOUT 150 YARDS
 RR0177'SOUTH OF THE CROSSING OF A SECTION-LINE ROAD, 41 FEET NORTH OF THE
 RR0177'TWELFTH POLE NORTH OF MILEPOST 15, 42.7 FEET WEST OF THE CENTER LINE
 RR0177'OF THE TRACK, 6.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF
 RR0177'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK. A
 RR0177'STANDARD DISK, STAMPED C 380 1945 AND SET IN THE TOP OF A CONCRETE
 RR0177'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0275 ***********************************************************************
 RR0275  DESIGNATION -  C 381
 RR0275  PID         -  RR0275
 RR0275  STATE/COUNTY-  ND/BURLEIGH
 RR0275  USGS QUAD   -  BISMARCK (1976)
 RR0275
 RR0275                         *CURRENT SURVEY CONTROL
 RR0275  ___________________________________________________________________
 RR0275* NAD 83(1986)-  46 47 41.     (N)    100 45 46.     (W)     SCALED    
 RR0275* NAVD 88     -       509.889  (meters)    1672.86   (feet)  ADJUSTED  
 RR0275  ___________________________________________________________________
 RR0275  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0275  DYNAMIC HT  -         509.897 (meters)    1672.89  (feet)  COMP
 RR0275  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0275
 RR0275  VERT ORDER  -  FIRST     CLASS II
 RR0275
 RR0275.The horizontal coordinates were scaled from a topographic map and have
 RR0275.an estimated accuracy of +/- 6 seconds.
 RR0275
 RR0275.The orthometric height was determined by differential leveling
 RR0275.and adjusted by the National Geodetic Survey in June 1991..
 RR0275
 RR0275.The geoid height was determined by GEOID03.
 RR0275
 RR0275.The dynamic height is computed by dividing the NAVD 88
 RR0275.geopotential number by the normal gravity value computed on the
 RR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0275.degrees latitude (g = 980.6199 gals.).
 RR0275
 RR0275.The modeled gravity was interpolated from observed gravity values.
 RR0275
 RR0275;                    North         East    Units  Estimated Accuracy
 RR0275;SPC ND S     -   125,420.      579,940.      MT  (+/- 180 meters Scaled)
 RR0275
 RR0275                          SUPERSEDED SURVEY CONTROL
 RR0275
 RR0275  NGVD 29 (??/??/92)  509.474  (m)         1671.50   (f) ADJ UNCH    1 2
 RR0275
 RR0275.Superseded values are not recommended for survey control.
 RR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0275.See file dsdata.txt to determine how the superseded data were derived.
 RR0275
 RR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS654838(NAD 83)
 RR0275_MARKER: DB = BENCH MARK DISK
 RR0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0275_STAMPING: C 381 1945 1671.568
 RR0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0275+STABILITY: SURFACE MOTION
 RR0275
 RR0275  HISTORY     - Date     Condition        Report By
 RR0275  HISTORY     - 1945     MONUMENTED       CGS
 RR0275  HISTORY     - 1962     GOOD             NGS
 RR0275  HISTORY     - 1964     GOOD             LOCENG
 RR0275  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0275
 RR0275                          STATION DESCRIPTION
 RR0275
 RR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RR0275'1.6 MI SE FROM BISMARCK.
 RR0275'0.9 MILES EAST ALONG THE SOO LINE RAILROAD, FROM THE STATION AT
 RR0275'BISMARCK, THENCE 0.7 MILES SOUTH ALONG THE AIRPORT ROAD, AT THE
 RR0275'INTERSECTION OF AN EAST-WEST ROAD, 77 FEET SOUTHWEST OF THE CENTER
 RR0275'LINE OF THE INTERSECTION, 63 FEET WEST OF THE CENTER LINE OF AIRPORT
 RR0275'ROAD, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF A
 RR0275'POWER POLE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN
 RR0275'AIRPORT ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RR0275'FOOT.
 RR0275
 RR0275                          STATION RECOVERY (1964)
 RR0275
 RR0275'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 RR0275'RECOVERED IN GOOD CONDITION.
 RR0275
 RR0275                          STATION RECOVERY (1982)
 RR0275
 RR0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0396 ***********************************************************************
 QS0396  DESIGNATION -  C 382
 QS0396  PID         -  QS0396
 QS0396  STATE/COUNTY-  ND/SIOUX
 QS0396  USGS QUAD   -  MAHTO NE (1966)
 QS0396
 QS0396                         *CURRENT SURVEY CONTROL
 QS0396  ___________________________________________________________________
 QS0396* NAD 83(1986)-  45 58 03.     (N)    100 32 41.     (W)     SCALED    
 QS0396* NAVD 88     -       491.017  (meters)    1610.94   (feet)  POSTED    
 QS0396  ___________________________________________________________________
 QS0396  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 QS0396  DYNAMIC HT  -         490.990 (meters)    1610.86  (feet)  COMP
 QS0396  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 QS0396
 QS0396  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QS0396
 QS0396.The horizontal coordinates were scaled from a topographic map and have
 QS0396.an estimated accuracy of +/- 6 seconds.
 QS0396
 QS0396.The orthometric height was determined by differential leveling
 QS0396.and adjusted by the National Geodetic Survey in 1992..
 QS0396.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QS0396.rate of 4.1 thru 8.0 mm/km.
 QS0396
 QS0396.The geoid height was determined by GEOID03.
 QS0396
 QS0396.The dynamic height is computed by dividing the NAVD 88
 QS0396.geopotential number by the normal gravity value computed on the
 QS0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0396.degrees latitude (g = 980.6199 gals.).
 QS0396
 QS0396.The modeled gravity was interpolated from observed gravity values.
 QS0396
 QS0396;                    North         East    Units  Estimated Accuracy
 QS0396;SPC ND S     -    33,440.      596,530.      MT  (+/- 180 meters Scaled)
 QS0396
 QS0396                          SUPERSEDED SURVEY CONTROL
 QS0396
 QS0396  NGVD 29 (??/??/92)  490.637  (m)         1609.70   (f) ADJ UNCH    2 0
 QS0396
 QS0396.Superseded values are not recommended for survey control.
 QS0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0396.See file dsdata.txt to determine how the superseded data were derived.
 QS0396
 QS0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR803915(NAD 83)
 QS0396_MARKER: DB = BENCH MARK DISK
 QS0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0396_STAMPING: C 382 1945
 QS0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0396+STABILITY: SURFACE MOTION
 QS0396
 QS0396  HISTORY     - Date     Condition        Report By
 QS0396  HISTORY     - 1945     MONUMENTED       CGS
 QS0396  HISTORY     - 1949     GOOD             NGS
 QS0396  HISTORY     - 1959     GOOD             NGS
 QS0396
 QS0396                          STATION DESCRIPTION
 QS0396
 QS0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QS0396'5 MI NW FROM KENEL.
 QS0396'5.0 MILES NORTHWEST ALONG A GRADED GRAVELED ROAD FROM THE
 QS0396'GOVERNMENT SCHOOL AT KENEL, 46 FEET WEST OF THE CENTER LINE OF
 QS0396'THE ROAD, ON THE CREST OF A SMALL KNOLL AND ABOUT 8 FEET HIGHER
 QS0396'THAN THE ROAD, 1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN
 QS0396'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 QS0396'NOTE-- 1964 USGS REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0
 QS0396'MILES SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0396
 QS0396                          STATION RECOVERY (1959)
 QS0396
 QS0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QS0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0105 ***********************************************************************
 RR0105  DESIGNATION -  C 384
 RR0105  PID         -  RR0105
 RR0105  STATE/COUNTY-  ND/EMMONS
 RR0105  USGS QUAD   -  CANNON BALL SE (1968)
 RR0105
 RR0105                         *CURRENT SURVEY CONTROL
 RR0105  ___________________________________________________________________
 RR0105* NAD 83(1986)-  46 16 45.     (N)    100 34 09.     (W)     SCALED    
 RR0105* NAVD 88     -       488.185  (meters)    1601.65   (feet)  ADJUSTED  
 RR0105  ___________________________________________________________________
 RR0105  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RR0105  DYNAMIC HT  -         488.178 (meters)    1601.63  (feet)  COMP
 RR0105  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 RR0105
 RR0105  VERT ORDER  -  SECOND    CLASS 0
 RR0105
 RR0105.The horizontal coordinates were scaled from a topographic map and have
 RR0105.an estimated accuracy of +/- 6 seconds.
 RR0105
 RR0105.The orthometric height was determined by differential leveling
 RR0105.and adjusted by the National Geodetic Survey in June 1991..
 RR0105
 RR0105.The geoid height was determined by GEOID03.
 RR0105
 RR0105.The dynamic height is computed by dividing the NAVD 88
 RR0105.geopotential number by the normal gravity value computed on the
 RR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0105.degrees latitude (g = 980.6199 gals.).
 RR0105
 RR0105.The modeled gravity was interpolated from observed gravity values.
 RR0105
 RR0105;                    North         East    Units  Estimated Accuracy
 RR0105;SPC ND S     -    68,090.      594,670.      MT  (+/- 180 meters Scaled)
 RR0105
 RR0105                          SUPERSEDED SURVEY CONTROL
 RR0105
 RR0105  NGVD 29 (??/??/92)  487.804  (m)         1600.40   (f) ADJ UNCH    2 0
 RR0105
 RR0105.Superseded values are not recommended for survey control.
 RR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0105.See file dsdata.txt to determine how the superseded data were derived.
 RR0105
 RR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS791262(NAD 83)
 RR0105_MARKER: DB = BENCH MARK DISK
 RR0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0105_STAMPING: C 384 1945
 RR0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0105+STABILITY: SURFACE MOTION
 RR0105
 RR0105  HISTORY     - Date     Condition        Report By
 RR0105  HISTORY     - 1945     MONUMENTED       CGS
 RR0105  HISTORY     - 1957     MARK NOT FOUND   NGS
 RR0105
 RR0105                          STATION DESCRIPTION
 RR0105
 RR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0105'39.4 MI W FROM LINTON.
 RR0105'TO REACH THE MARK FROM THE RAILROAD STATION AT LINTON, NORTH DAKOTA,
 RR0105'GO 4.5 MILES SOUTH ALONG U.S. HIGHWAY NO. 83 TO A CROSS ROAD RUNNING
 RR0105'EAST AND WEST, THENCE WEST 23.1 MILES ALONG A GRADED DIRT ROAD TO A
 RR0105'NORTH TURN IN THE ROAD, THENCE NORTH 9.6 MILES, THENCE WEST 2.3 MILES
 RR0105'TO A POINT 0.3 MILE EAST OF THE MISSOURI RIVER AND THE SITE OF THE
 RR0105'MARK.  62.0 FEET EAST OF A FENCE CORNER.  15.5 FEET SOUTH OF AND ABOUT
 RR0105'A FOOT HIGHER THAN THE CENTER LINE OF THE ROAD.  4.0 FEET WEST OF THE
 RR0105'WEST END OF A WIRE GATE.  2.0 FEET SOUTH OF A FENCE AND 1.0 FOOT WEST
 RR0105'OF A 4X4 INCH WHITE WOODEN WITNESS POST.  STAMPED C 384 1945. NOTE--
 RR0105'REPORT WIRE GATE AND FENCE GONE.
 RR0105
 RR0105                          STATION RECOVERY (1957)
 RR0105
 RR0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0307 ***********************************************************************
 RR0307  DESIGNATION -  C 385
 RR0307  PID         -  RR0307
 RR0307  STATE/COUNTY-  ND/MORTON
 RR0307  USGS QUAD   -  MANDAN (1976)
 RR0307
 RR0307                         *CURRENT SURVEY CONTROL
 RR0307  ___________________________________________________________________
 RR0307* NAD 83(1986)-  46 52 06.     (N)    100 53 04.     (W)     SCALED    
 RR0307* NAVD 88     -       504.702  (meters)    1655.84   (feet)  ADJUSTED  
 RR0307  ___________________________________________________________________
 RR0307  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 RR0307  DYNAMIC HT  -         504.712 (meters)    1655.88  (feet)  COMP
 RR0307  MODELED GRAV-     980,617.5   (mgal)                       NAVD 88
 RR0307
 RR0307  VERT ORDER  -  SECOND    CLASS 0
 RR0307
 RR0307.The horizontal coordinates were scaled from a topographic map and have
 RR0307.an estimated accuracy of +/- 6 seconds.
 RR0307
 RR0307.The orthometric height was determined by differential leveling
 RR0307.and adjusted by the National Geodetic Survey in June 1991..
 RR0307
 RR0307.The geoid height was determined by GEOID03.
 RR0307
 RR0307.The dynamic height is computed by dividing the NAVD 88
 RR0307.geopotential number by the normal gravity value computed on the
 RR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0307.degrees latitude (g = 980.6199 gals.).
 RR0307
 RR0307.The modeled gravity was interpolated from observed gravity values.
 RR0307
 RR0307;                    North         East    Units  Estimated Accuracy
 RR0307;SPC ND S     -   133,650.      570,690.      MT  (+/- 180 meters Scaled)
 RR0307
 RR0307                          SUPERSEDED SURVEY CONTROL
 RR0307
 RR0307  NGVD 29 (??/??/92)  504.344  (m)         1654.67   (f) ADJ UNCH    2 0
 RR0307
 RR0307.Superseded values are not recommended for survey control.
 RR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0307.See file dsdata.txt to determine how the superseded data were derived.
 RR0307
 RR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS563922(NAD 83)
 RR0307_MARKER: DB = BENCH MARK DISK
 RR0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0307_STAMPING: C 385 1946
 RR0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0307+STABILITY: SURFACE MOTION
 RR0307
 RR0307  HISTORY     - Date     Condition        Report By
 RR0307  HISTORY     - 1946     MONUMENTED       CGS
 RR0307  HISTORY     - 1956     GOOD             NGS
 RR0307  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 RR0307
 RR0307                          STATION DESCRIPTION
 RR0307
 RR0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0307'4.0 MI N FROM MANDAN.
 RR0307'ABOUT 4.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0307'STATION AT MANDAN, ABOUT 60 YARDS NORTHWEST OF MILE POST 3, 49.0 FEET
 RR0307'SOUTHWEST OF AND ABOUT 6.0 FEET LOWER THAN THE CENTER LINE OF THE
 RR0307'TRACK, 7.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTHEAST OF
 RR0307'THE RIGHT OF WAY FENCE AND 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.
 RR0307'A BRONZE DISK STAMPED C 385 1946 SET IN THE TOP OF A CONCRETE POST
 RR0307'WHICH PROJECTS 7 INCHES ABOVE GROUND.
 RR0307
 RR0307                          STATION RECOVERY (1956)
 RR0307
 RR0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0307'RECOVERED IN GOOD CONDITION.
 RR0307
 RR0307                          STATION RECOVERY (1980)
 RR0307
 RR0307'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 RR0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1152 ***********************************************************************
 TG1152  DESIGNATION -  C 387
 TG1152  PID         -  TG1152
 TG1152  STATE/COUNTY-  ND/WILLIAMS
 TG1152  USGS QUAD   -  EPPING (1978)
 TG1152
 TG1152                         *CURRENT SURVEY CONTROL
 TG1152  ___________________________________________________________________
 TG1152* NAD 83(1986)-  48 17 20.     (N)    103 17 15.     (W)     SCALED    
 TG1152* NAVD 88     -       710.598  (meters)    2331.35   (feet)  ADJUSTED  
 TG1152  ___________________________________________________________________
 TG1152  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1152  DYNAMIC HT  -         710.695 (meters)    2331.67  (feet)  COMP
 TG1152  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 TG1152
 TG1152  VERT ORDER  -  FIRST     CLASS II
 TG1152
 TG1152.The horizontal coordinates were scaled from a topographic map and have
 TG1152.an estimated accuracy of +/- 6 seconds.
 TG1152
 TG1152.The orthometric height was determined by differential leveling
 TG1152.and adjusted by the National Geodetic Survey in June 1991..
 TG1152
 TG1152.The geoid height was determined by GEOID03.
 TG1152
 TG1152.The dynamic height is computed by dividing the NAVD 88
 TG1152.geopotential number by the normal gravity value computed on the
 TG1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1152.degrees latitude (g = 980.6199 gals.).
 TG1152
 TG1152.The modeled gravity was interpolated from observed gravity values.
 TG1152
 TG1152;                    North         East    Units  Estimated Accuracy
 TG1152;SPC ND N     -   147,050.      393,200.      MT  (+/- 180 meters Scaled)
 TG1152
 TG1152                          SUPERSEDED SURVEY CONTROL
 TG1152
 TG1152  NGVD 29 (??/??/92)  710.100  (m)         2329.72   (f) ADJ UNCH    1 2
 TG1152
 TG1152.Superseded values are not recommended for survey control.
 TG1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1152.See file dsdata.txt to determine how the superseded data were derived.
 TG1152
 TG1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP270498(NAD 83)
 TG1152_MARKER: DB = BENCH MARK DISK
 TG1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1152_STAMPING: C 387 1946
 TG1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1152+STABILITY: SURFACE MOTION
 TG1152
 TG1152  HISTORY     - Date     Condition        Report By
 TG1152  HISTORY     - 1946     MONUMENTED       CGS
 TG1152  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1152
 TG1152                          STATION DESCRIPTION
 TG1152
 TG1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1152'1.6 MI W FROM WHEELOCK.
 TG1152'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1152'STATION AT WHEELOCK, 104.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 TG1152'THE CONCRETE BASE FOR SEMAPHORE NO. 100.6, 99.0 FEET SOUTH OF AND
 TG1152'ABOUT 3.5 FEET LOWER THAN THE CENTER LINE OF THE SOUTH TRACK, 2.0 FEET
 TG1152'NORTH OF THE RIGHT OF WAY FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN.
 TG1152'MARKER POST.  A BRONZE DISK STAMPED C 387 1946 SET IN THE TOP OF A
 TG1152'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 TG1152
 TG1152                          STATION RECOVERY (1981)
 TG1152
 TG1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1212 ***********************************************************************
 TG1212  DESIGNATION -  C 388
 TG1212  PID         -  TG1212
 TG1212  STATE/COUNTY-  ND/WILLIAMS
 TG1212  USGS QUAD   -  GAMACHE CREEK (1978)
 TG1212
 TG1212                         *CURRENT SURVEY CONTROL
 TG1212  ___________________________________________________________________
 TG1212* NAD 83(1986)-  48 09 05.     (N)    103 17 31.     (W)     SCALED    
 TG1212* NAVD 88     -       693.936  (meters)    2276.69   (feet)  ADJUSTED  
 TG1212  ___________________________________________________________________
 TG1212  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG1212  DYNAMIC HT  -         694.029 (meters)    2276.99  (feet)  COMP
 TG1212  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 TG1212
 TG1212  VERT ORDER  -  SECOND    CLASS 0
 TG1212
 TG1212.The horizontal coordinates were scaled from a topographic map and have
 TG1212.an estimated accuracy of +/- 6 seconds.
 TG1212
 TG1212.The orthometric height was determined by differential leveling
 TG1212.and adjusted by the National Geodetic Survey in June 1991..
 TG1212
 TG1212.The geoid height was determined by GEOID03.
 TG1212
 TG1212.The dynamic height is computed by dividing the NAVD 88
 TG1212.geopotential number by the normal gravity value computed on the
 TG1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1212.degrees latitude (g = 980.6199 gals.).
 TG1212
 TG1212.The modeled gravity was interpolated from observed gravity values.
 TG1212
 TG1212;                    North         East    Units  Estimated Accuracy
 TG1212;SPC ND N     -   131,780.      392,320.      MT  (+/- 180 meters Scaled)
 TG1212
 TG1212                          SUPERSEDED SURVEY CONTROL
 TG1212
 TG1212  NGVD 29 (??/??/92)  693.440  (m)         2275.06   (f) ADJ UNCH    2 0
 TG1212
 TG1212.Superseded values are not recommended for survey control.
 TG1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1212.See file dsdata.txt to determine how the superseded data were derived.
 TG1212
 TG1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP270345(NAD 83)
 TG1212_MARKER: DB = BENCH MARK DISK
 TG1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1212_STAMPING: C 388 1946
 TG1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1212+STABILITY: SURFACE MOTION
 TG1212
 TG1212  HISTORY     - Date     Condition        Report By
 TG1212  HISTORY     - 1946     MONUMENTED       CGS
 TG1212  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1212
 TG1212                          STATION DESCRIPTION
 TG1212
 TG1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1212'16.3 MI E FROM WILLISTON.
 TG1212'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1212'MAIN STREET, THENCE EASTERLY 16.3 MILES ALONG THE MAIN GRAVELED ROAD
 TG1212'TO SITE OF MARK, BENCH MARK IS ABOUT 158 YARDS WEST OF A PASTURE FENCE
 TG1212'CORNER, 33.5 FEET NORTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER
 TG1212'LINE OF THE ROAD, 3.0 FEET WEST OF A BOULDER AND 1.0 FOOT WEST OF A 4
 TG1212'X4 IN. MARKER POST.  A BRONZE DISK STAMPED C 388 1946 SET IN THE TOP
 TG1212'OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND. NOTE--
 TG1212'NEW ROAD HAS BEEN BUILT.
 TG1212
 TG1212                          STATION RECOVERY (1969)
 TG1212
 TG1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1269 ***********************************************************************
 TG1269  DESIGNATION -  C 389
 TG1269  PID         -  TG1269
 TG1269  STATE/COUNTY-  ND/WILLIAMS
 TG1269  USGS QUAD   -  RED MIKE HILL (1976)
 TG1269
 TG1269                         *CURRENT SURVEY CONTROL
 TG1269  ___________________________________________________________________
 TG1269* NAD 83(1986)-  48 14 40.     (N)    103 06 31.     (W)     SCALED    
 TG1269* NAVD 88     -       677.855  (meters)    2223.93   (feet)  ADJUSTED  
 TG1269  ___________________________________________________________________
 TG1269  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1269  DYNAMIC HT  -         677.949 (meters)    2224.24  (feet)  COMP
 TG1269  MODELED GRAV-     980,728.3   (mgal)                       NAVD 88
 TG1269
 TG1269  VERT ORDER  -  SECOND    CLASS 0
 TG1269
 TG1269.The horizontal coordinates were scaled from a topographic map and have
 TG1269.an estimated accuracy of +/- 6 seconds.
 TG1269
 TG1269.The orthometric height was determined by differential leveling
 TG1269.and adjusted by the National Geodetic Survey in June 1991..
 TG1269
 TG1269.The geoid height was determined by GEOID03.
 TG1269
 TG1269.The dynamic height is computed by dividing the NAVD 88
 TG1269.geopotential number by the normal gravity value computed on the
 TG1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1269.degrees latitude (g = 980.6199 gals.).
 TG1269
 TG1269.The modeled gravity was interpolated from observed gravity values.
 TG1269
 TG1269;                    North         East    Units  Estimated Accuracy
 TG1269;SPC ND N     -   141,640.      406,300.      MT  (+/- 180 meters Scaled)
 TG1269
 TG1269                          SUPERSEDED SURVEY CONTROL
 TG1269
 TG1269  NGVD 29 (??/??/92)  677.359  (m)         2222.30   (f) ADJ UNCH    2 0
 TG1269
 TG1269.Superseded values are not recommended for survey control.
 TG1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1269.See file dsdata.txt to determine how the superseded data were derived.
 TG1269
 TG1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP404451(NAD 83)
 TG1269_MARKER: DB = BENCH MARK DISK
 TG1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1269_STAMPING: C 389 1946
 TG1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1269+STABILITY: SURFACE MOTION
 TG1269
 TG1269  HISTORY     - Date     Condition        Report By
 TG1269  HISTORY     - 1946     MONUMENTED       CGS
 TG1269  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1269
 TG1269                          STATION DESCRIPTION
 TG1269
 TG1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1269'9.0 MI SE FROM RAY.
 TG1269'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1269'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 8.9 MILES ALONG
 TG1269'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS AT THE WEST END
 TG1269'OF AN EAST-WEST JOG IN THE ROAD, 156.0 FEET EAST OF A NORTH-SOUTH
 TG1269'FENCE LINE, 100.0 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 TG1269'LINE OF THE ROAD, 58.5 FEET WEST OF A TELEPHONE POLE, 2.0 FEET NORTH
 TG1269'OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 TG1269'DISK STAMPED C 389 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1269'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 TG1269
 TG1269                          STATION RECOVERY (1975)
 TG1269
 TG1269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0220 ***********************************************************************
 RQ0220  DESIGNATION -  C 39
 RQ0220  PID         -  RQ0220
 RQ0220  STATE/COUNTY-  ND/LA MOURE
 RQ0220  USGS QUAD   -  JUD (1953)
 RQ0220
 RQ0220                         *CURRENT SURVEY CONTROL
 RQ0220  ___________________________________________________________________
 RQ0220* NAD 83(1986)-  46 36 14.     (N)    098 59 52.     (W)     SCALED    
 RQ0220* NAVD 88     -       576.251  (meters)    1890.58   (feet)  ADJUSTED  
 RQ0220  ___________________________________________________________________
 RQ0220  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 RQ0220  DYNAMIC HT  -         576.253 (meters)    1890.59  (feet)  COMP
 RQ0220  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 RQ0220
 RQ0220  VERT ORDER  -  SECOND    CLASS 0
 RQ0220
 RQ0220.The horizontal coordinates were scaled from a topographic map and have
 RQ0220.an estimated accuracy of +/- 6 seconds.
 RQ0220
 RQ0220.The orthometric height was determined by differential leveling
 RQ0220.and adjusted by the National Geodetic Survey in June 1991..
 RQ0220
 RQ0220.The geoid height was determined by GEOID03.
 RQ0220
 RQ0220.The dynamic height is computed by dividing the NAVD 88
 RQ0220.geopotential number by the normal gravity value computed on the
 RQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0220.degrees latitude (g = 980.6199 gals.).
 RQ0220
 RQ0220.The modeled gravity was interpolated from observed gravity values.
 RQ0220
 RQ0220;                    North         East    Units  Estimated Accuracy
 RQ0220;SPC ND S     -   105,280.      715,080.      MT  (+/- 180 meters Scaled)
 RQ0220
 RQ0220                          SUPERSEDED SURVEY CONTROL
 RQ0220
 RQ0220  NGVD 29 (??/??/92)  575.839  (m)         1889.23   (f) ADJ UNCH    2 0
 RQ0220
 RQ0220.Superseded values are not recommended for survey control.
 RQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0220.See file dsdata.txt to determine how the superseded data were derived.
 RQ0220
 RQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS001611(NAD 83)
 RQ0220_MARKER: DB = BENCH MARK DISK
 RQ0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0220_SP_SET: FOUNDATION
 RQ0220_STAMPING: C 39 1934
 RQ0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0220
 RQ0220  HISTORY     - Date     Condition        Report By
 RQ0220  HISTORY     - 1934     MONUMENTED       CGS
 RQ0220  HISTORY     - 1961     GOOD             NGS
 RQ0220
 RQ0220                          STATION DESCRIPTION
 RQ0220
 RQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0220'IN ALFRED.
 RQ0220'AT ALFRED, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 7-1/2 POLES NORTH OF
 RQ0220'MILEPOST 128, AT THE WATER TANK, IN THE TOP OF THE CONCRETE
 RQ0220'FOUNDATION, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE SOUTHERLY
 RQ0220'ONE OF THE TWO LEGS NEAREST THE TRACK, AND 15 FEET NORTHEAST OF THE
 RQ0220'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 39 1934.  NOTE--
 RQ0220'WATER TANK IS GONE BUT THE FOUNDATIONS REMAIN.
 RQ0220
 RQ0220                          STATION RECOVERY (1961)
 RQ0220
 RQ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RQ0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0912 ***********************************************************************
 TG0912  DESIGNATION -  C 390
 TG0912  PID         -  TG0912
 TG0912  STATE/COUNTY-  ND/MOUNTRAIL
 TG0912  USGS QUAD   -  CHARLSON NE (1965)
 TG0912
 TG0912                         *CURRENT SURVEY CONTROL
 TG0912  ___________________________________________________________________
 TG0912* NAD 83(1986)-  48 08 22.     (N)    102 47 01.     (W)     SCALED    
 TG0912* NAVD 88     -       565.805  (meters)    1856.31   (feet)  ADJUSTED  
 TG0912  ___________________________________________________________________
 TG0912  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG0912  DYNAMIC HT  -         565.885 (meters)    1856.57  (feet)  COMP
 TG0912  MODELED GRAV-     980,734.5   (mgal)                       NAVD 88
 TG0912
 TG0912  VERT ORDER  -  SECOND    CLASS 0
 TG0912
 TG0912.The horizontal coordinates were scaled from a topographic map and have
 TG0912.an estimated accuracy of +/- 6 seconds.
 TG0912
 TG0912.The orthometric height was determined by differential leveling
 TG0912.and adjusted by the National Geodetic Survey in June 1991..
 TG0912
 TG0912.The geoid height was determined by GEOID03.
 TG0912
 TG0912.The dynamic height is computed by dividing the NAVD 88
 TG0912.geopotential number by the normal gravity value computed on the
 TG0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0912.degrees latitude (g = 980.6199 gals.).
 TG0912
 TG0912.The modeled gravity was interpolated from observed gravity values.
 TG0912
 TG0912;                    North         East    Units  Estimated Accuracy
 TG0912;SPC ND N     -   129,210.      430,080.      MT  (+/- 180 meters Scaled)
 TG0912
 TG0912                          SUPERSEDED SURVEY CONTROL
 TG0912
 TG0912  NGVD 29 (??/??/92)  565.333  (m)         1854.76   (f) ADJ UNCH    2 0
 TG0912
 TG0912.Superseded values are not recommended for survey control.
 TG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0912.See file dsdata.txt to determine how the superseded data were derived.
 TG0912
 TG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP648341(NAD 83)
 TG0912_MARKER: DB = BENCH MARK DISK
 TG0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0912_STAMPING: C 390 1946
 TG0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0912+STABILITY: SURFACE MOTION
 TG0912
 TG0912  HISTORY     - Date     Condition        Report By
 TG0912  HISTORY     - 1946     MONUMENTED       CGS
 TG0912  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0912
 TG0912                          STATION DESCRIPTION
 TG0912
 TG0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0912'17.2 MI NW FROM SANISH.
 TG0912'ABOUT 17.2 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0912'OFFICE AT SANISH, AT THE INTERSECTION OF THE WILLISTON ROAD AND A DIRT
 TG0912'ROAD LEADING NORTH, 45.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 TG0912'LINE OF THE EASTWEST ROAD, 17.0 FEET EAST OF THE EXTENDED CENTER LINE
 TG0912'OF THE ROAD LEADING NORTH, 8.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET
 TG0912'WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST. A
 TG0912'BRONZE DISK STAMPED C 390 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG0912'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 TG0912
 TG0912                          STATION RECOVERY (1964)
 TG0912
 TG0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0033 ***********************************************************************
 SO0033  DESIGNATION -  C 391
 SO0033  PID         -  SO0033
 SO0033  STATE/COUNTY-  ND/MOUNTRAIL
 SO0033  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0033
 SO0033                         *CURRENT SURVEY CONTROL
 SO0033  ___________________________________________________________________
 SO0033* NAD 83(1986)-  47 55 12.     (N)    102 21 56.     (W)     SCALED    
 SO0033* NAVD 88     -       542.298  (meters)    1779.19   (feet)  ADJUSTED  
 SO0033  ___________________________________________________________________
 SO0033  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SO0033  DYNAMIC HT  -         542.378 (meters)    1779.45  (feet)  COMP
 SO0033  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 SO0033
 SO0033  VERT ORDER  -  SECOND    CLASS 0
 SO0033
 SO0033.The horizontal coordinates were scaled from a topographic map and have
 SO0033.an estimated accuracy of +/- 6 seconds.
 SO0033
 SO0033.The orthometric height was determined by differential leveling
 SO0033.and adjusted by the National Geodetic Survey in June 1991..
 SO0033
 SO0033.The geoid height was determined by GEOID03.
 SO0033
 SO0033.The dynamic height is computed by dividing the NAVD 88
 SO0033.geopotential number by the normal gravity value computed on the
 SO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0033.degrees latitude (g = 980.6199 gals.).
 SO0033
 SO0033.The modeled gravity was interpolated from observed gravity values.
 SO0033
 SO0033;                    North         East    Units  Estimated Accuracy
 SO0033;SPC ND N     -   103,980.      460,590.      MT  (+/- 180 meters Scaled)
 SO0033
 SO0033                          SUPERSEDED SURVEY CONTROL
 SO0033
 SO0033  NGVD 29 (??/??/92)  541.866  (m)         1777.77   (f) ADJ UNCH    2 0
 SO0033
 SO0033.Superseded values are not recommended for survey control.
 SO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0033.See file dsdata.txt to determine how the superseded data were derived.
 SO0033
 SO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP968107(NAD 83)
 SO0033_MARKER: DB = BENCH MARK DISK
 SO0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0033_STAMPING: C 391 1946
 SO0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0033+STABILITY: SURFACE MOTION
 SO0033
 SO0033  HISTORY     - Date     Condition        Report By
 SO0033  HISTORY     - 1946     MONUMENTED       CGS
 SO0033
 SO0033                          STATION DESCRIPTION
 SO0033
 SO0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0033'2.1 MI S FROM VAN HOOK.
 SO0033'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SO0033'STATION AT VAN HOOK GO WEST 0.2 MILE ALONG A GRAVELED ROAD, THENCE
 SO0033'SOUTH 1.9 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 SO0033'55.0 FEET WEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTER LINE OF THE
 SO0033'ROAD, 19.0 FEET WEST OF A FENCE CORNER, 2.0 FEET SOUTH OF AN EAST-WEST
 SO0033'SECTION LINE FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 SO0033'BRONZE DISK STAMPED C 391 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 SO0033'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0010 ***********************************************************************
 SO0010  DESIGNATION -  C 392
 SO0010  PID         -  SO0010
 SO0010  STATE/COUNTY-  ND/MCLEAN
 SO0010  USGS QUAD   -  RAUB NW (1967)
 SO0010
 SO0010                         *CURRENT SURVEY CONTROL
 SO0010  ___________________________________________________________________
 SO0010* NAD 83(1986)-  47 40 50.     (N)    102 14 12.     (W)     SCALED    
 SO0010* NAVD 88     -       532.337  (meters)    1746.51   (feet)  ADJUSTED  
 SO0010  ___________________________________________________________________
 SO0010  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0010  DYNAMIC HT  -         532.406 (meters)    1746.74  (feet)  COMP
 SO0010  MODELED GRAV-     980,724.3   (mgal)                       NAVD 88
 SO0010
 SO0010  VERT ORDER  -  SECOND    CLASS 0
 SO0010
 SO0010.The horizontal coordinates were scaled from a topographic map and have
 SO0010.an estimated accuracy of +/- 6 seconds.
 SO0010
 SO0010.The orthometric height was determined by differential leveling
 SO0010.and adjusted by the National Geodetic Survey in June 1991..
 SO0010
 SO0010.The geoid height was determined by GEOID03.
 SO0010
 SO0010.The dynamic height is computed by dividing the NAVD 88
 SO0010.geopotential number by the normal gravity value computed on the
 SO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0010.degrees latitude (g = 980.6199 gals.).
 SO0010
 SO0010.The modeled gravity was interpolated from observed gravity values.
 SO0010
 SO0010;                    North         East    Units  Estimated Accuracy
 SO0010;SPC ND N     -    77,140.      469,620.      MT  (+/- 180 meters Scaled)
 SO0010
 SO0010                          SUPERSEDED SURVEY CONTROL
 SO0010
 SO0010  NGVD 29 (??/??/92)  531.925  (m)         1745.16   (f) ADJ UNCH    2 0
 SO0010
 SO0010.Superseded values are not recommended for survey control.
 SO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0010.See file dsdata.txt to determine how the superseded data were derived.
 SO0010
 SO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN073844(NAD 83)
 SO0010_MARKER: DB = BENCH MARK DISK
 SO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0010_STAMPING: C 392 1946
 SO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0010+STABILITY: SURFACE MOTION
 SO0010
 SO0010  HISTORY     - Date     Condition        Report By
 SO0010  HISTORY     - 1946     MONUMENTED       CGS
 SO0010
 SO0010                          STATION DESCRIPTION
 SO0010
 SO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0010'11.3 MI NW FROM ELBOWOODS.
 SO0010'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0010'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0010'8, THENCE NORTHWESTERLY 9.1 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0010'MARK, BENCH MARK IS 49.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 SO0010'LINE OF THE ROAD, 31.0 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD
 SO0010'LEADING WEST, 23.0 FEET NORTHWEST OF THE NORTH END OF A CONCRETE TUBE
 SO0010'CULVERT, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN.
 SO0010'MARKER POST.  A BRONZE DISK STAMPED C 392 1946 SET IN THE TOP OF A
 SO0010'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0227 ***********************************************************************
 SO0227  DESIGNATION -  C 393
 SO0227  PID         -  SO0227
 SO0227  STATE/COUNTY-  ND/MCLEAN
 SO0227  USGS QUAD   -  RAUB SE (1967)
 SO0227
 SO0227                         *CURRENT SURVEY CONTROL
 SO0227  ___________________________________________________________________
 SO0227* NAD 83(1986)-  47 35 57.     (N)    102 02 32.     (W)     SCALED    
 SO0227* NAVD 88     -       625.375  (meters)    2051.75   (feet)  ADJUSTED  
 SO0227  ___________________________________________________________________
 SO0227  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 SO0227  DYNAMIC HT  -         625.439 (meters)    2051.96  (feet)  COMP
 SO0227  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 SO0227
 SO0227  VERT ORDER  -  SECOND    CLASS 0
 SO0227
 SO0227.The horizontal coordinates were scaled from a topographic map and have
 SO0227.an estimated accuracy of +/- 6 seconds.
 SO0227
 SO0227.The orthometric height was determined by differential leveling
 SO0227.and adjusted by the National Geodetic Survey in June 1991..
 SO0227
 SO0227.The geoid height was determined by GEOID03.
 SO0227
 SO0227.The dynamic height is computed by dividing the NAVD 88
 SO0227.geopotential number by the normal gravity value computed on the
 SO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0227.degrees latitude (g = 980.6199 gals.).
 SO0227
 SO0227.The modeled gravity was interpolated from observed gravity values.
 SO0227
 SO0227;                    North         East    Units  Estimated Accuracy
 SO0227;SPC ND N     -    67,780.      484,030.      MT  (+/- 180 meters Scaled)
 SO0227
 SO0227                          SUPERSEDED SURVEY CONTROL
 SO0227
 SO0227  NGVD 29 (??/??/92)  624.954  (m)         2050.37   (f) ADJ UNCH    2 0
 SO0227
 SO0227.Superseded values are not recommended for survey control.
 SO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0227.See file dsdata.txt to determine how the superseded data were derived.
 SO0227
 SO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN223759(NAD 83)
 SO0227_MARKER: DB = BENCH MARK DISK
 SO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0227_STAMPING: C 393 1946
 SO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0227+STABILITY: SURFACE MOTION
 SO0227
 SO0227  HISTORY     - Date     Condition        Report By
 SO0227  HISTORY     - 1946     MONUMENTED       CGS
 SO0227  HISTORY     - 1958     GOOD             NGS
 SO0227  HISTORY     - 1962     GOOD             NGS
 SO0227
 SO0227                          STATION DESCRIPTION
 SO0227
 SO0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0227'9.5 MI S FROM RAUB.
 SO0227'6.8 MILES NORTHEAST OF ELBOWOODS, MCLEAN COUNTY.  THIS BENCH MARK MAY
 SO0227'BE REACHED FROM THE HIGH SCHOOL BY GOING 0.5 MILE NORTH ALONG A GRAVEL
 SO0227'ROAD, THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 8, THENCE 5.2 MILES
 SO0227'NORTHEAST ALONG A GRAVEL ROAD, AND THENCE 0.8 MILE SOUTHEAST ALONG A
 SO0227'GRADED DIRT ROAD.  IT IS 56 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SO0227'ROAD, 63.6 FEET WEST OF A TELEPHONE POLE WITH A BRACE TO THE SOUTH, 11
 SO0227'FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 SO0227'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 393 1946
 SO0227'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS
 SO0227'ORIGINALLY DESCRIBED FROM NISHU BUT THIS VILLAGE SITE IS NOW UNDER THE
 SO0227'WATERS OF THE GARRISON RESERVOIR.  TO REACH FROM RAUB GO SOUTH FOR 5.0
 SO0227'MILES, WEST 0.75 MILE, SOUTH FOR 4.8 MILES TO FORKS, TAKE LEFT FORK
 SO0227'FOR 0.45 MILE TO FORKS, TAKE RIGHT FORK FOR 0.4 MILE TO THE RIGHT AS
 SO0227'DESCRIBED.
 SO0227
 SO0227                          STATION RECOVERY (1962)
 SO0227
 SO0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SO0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1062 ***********************************************************************
 SN1062  DESIGNATION -  C 394
 SN1062  PID         -  SN1062
 SN1062  STATE/COUNTY-  ND/MCLEAN
 SN1062  USGS QUAD   -  EMMET SW (1967)
 SN1062
 SN1062                         *CURRENT SURVEY CONTROL
 SN1062  ___________________________________________________________________
 SN1062* NAD 83(1986)-  47 33 27.     (N)    101 42 59.     (W)     SCALED    
 SN1062* NAVD 88     -       597.824  (meters)    1961.36   (feet)  ADJUSTED  
 SN1062  ___________________________________________________________________
 SN1062  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SN1062  DYNAMIC HT  -         597.880 (meters)    1961.54  (feet)  COMP
 SN1062  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SN1062
 SN1062  VERT ORDER  -  SECOND    CLASS 0
 SN1062
 SN1062.The horizontal coordinates were scaled from a topographic map and have
 SN1062.an estimated accuracy of +/- 6 seconds.
 SN1062
 SN1062.The orthometric height was determined by differential leveling
 SN1062.and adjusted by the National Geodetic Survey in June 1991..
 SN1062
 SN1062.The geoid height was determined by GEOID03.
 SN1062
 SN1062.The dynamic height is computed by dividing the NAVD 88
 SN1062.geopotential number by the normal gravity value computed on the
 SN1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1062.degrees latitude (g = 980.6199 gals.).
 SN1062
 SN1062.The modeled gravity was interpolated from observed gravity values.
 SN1062
 SN1062;                    North         East    Units  Estimated Accuracy
 SN1062;SPC ND N     -    62,710.      508,460.      MT  (+/- 180 meters Scaled)
 SN1062
 SN1062                          SUPERSEDED SURVEY CONTROL
 SN1062
 SN1062  NGVD 29 (??/??/92)  597.430  (m)         1960.07   (f) ADJ UNCH    2 0
 SN1062
 SN1062.Superseded values are not recommended for survey control.
 SN1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1062.See file dsdata.txt to determine how the superseded data were derived.
 SN1062
 SN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT956706(NAD 83)
 SN1062_MARKER: DB = BENCH MARK DISK
 SN1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1062_STAMPING: C 394 1946
 SN1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1062+STABILITY: SURFACE MOTION
 SN1062
 SN1062  HISTORY     - Date     Condition        Report By
 SN1062  HISTORY     - 1946     MONUMENTED       CGS
 SN1062  HISTORY     - 1958     GOOD             NGS
 SN1062
 SN1062                          STATION DESCRIPTION
 SN1062
 SN1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1062'21.0 MI SW FROM GARRISON.
 SN1062'10.6 MILES NORTHEAST OF NISHU, MCLEAN COUNTY.  THIS BENCH MARK MAY BE
 SN1062'REACHED FROM THE PUBLIC SCHOOL BY GOING 1.0 MILE NORTH ALONG A
 SN1062'GRADED-DIRT ROAD, THENCE 7.7 MILES EAST, 0.3 MILE NORTH, 1.2 MILES
 SN1062'EAST AND 0.4 MILE NORTH.  IT IS 152 FEET NORTH OF THE WEST END OF A
 SN1062'CORRUGATED-IRON PIPE CULVERT, 39.6 FEET WEST OF THE CENTERLINE OF THE
 SN1062'ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT
 SN1062'BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED C 394 1946 AND
 SN1062'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 SN1062'NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED FROM NISHU BUT ITS FORMER
 SN1062'SITE IS UNDER WATERS OF THE GARRISON RESERVOIR.  IT IS 3 MILES WEST
 SN1062'AND 6.1 MILES SOUTH OF THE EMMET POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0879 ***********************************************************************
 TG0879  DESIGNATION -  C 395
 TG0879  PID         -  TG0879
 TG0879  STATE/COUNTY-  ND/MOUNTRAIL
 TG0879  USGS QUAD   -  WHITE EARTH (1969)
 TG0879
 TG0879                         *CURRENT SURVEY CONTROL
 TG0879  ___________________________________________________________________
 TG0879* NAD 83(1986)-  48 23 38.     (N)    102 46 39.     (W)     SCALED    
 TG0879* NAVD 88     -       643.513  (meters)    2111.26   (feet)  ADJUSTED  
 TG0879  ___________________________________________________________________
 TG0879  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG0879  DYNAMIC HT  -         643.618 (meters)    2111.60  (feet)  COMP
 TG0879  MODELED GRAV-     980,753.5   (mgal)                       NAVD 88
 TG0879
 TG0879  VERT ORDER  -  SECOND    CLASS 0
 TG0879
 TG0879.The horizontal coordinates were scaled from a topographic map and have
 TG0879.an estimated accuracy of +/- 6 seconds.
 TG0879
 TG0879.The orthometric height was determined by differential leveling
 TG0879.and adjusted by the National Geodetic Survey in June 1991..
 TG0879
 TG0879.The geoid height was determined by GEOID03.
 TG0879
 TG0879.The dynamic height is computed by dividing the NAVD 88
 TG0879.geopotential number by the normal gravity value computed on the
 TG0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0879.degrees latitude (g = 980.6199 gals.).
 TG0879
 TG0879.The modeled gravity was interpolated from observed gravity values.
 TG0879
 TG0879;                    North         East    Units  Estimated Accuracy
 TG0879;SPC ND N     -   157,470.      431,370.      MT  (+/- 180 meters Scaled)
 TG0879
 TG0879                          SUPERSEDED SURVEY CONTROL
 TG0879
 TG0879  NGVD 29 (??/??/92)  643.050  (m)         2109.74   (f) ADJ UNCH    2 0
 TG0879
 TG0879.Superseded values are not recommended for survey control.
 TG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0879.See file dsdata.txt to determine how the superseded data were derived.
 TG0879
 TG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP645624(NAD 83)
 TG0879_MARKER: DB = BENCH MARK DISK
 TG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0879_STAMPING: C 395 1946
 TG0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0879+STABILITY: SURFACE MOTION
 TG0879
 TG0879  HISTORY     - Date     Condition        Report By
 TG0879  HISTORY     - 1946     MONUMENTED       CGS
 TG0879
 TG0879                          STATION DESCRIPTION
 TG0879
 TG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0879'0.9 MI N FROM WHITE EARTH.
 TG0879'0.9 MILE NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0879'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, 100 YARDS NORTHWEST
 TG0879'OF A ROAD JUNCTION, 83 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TG0879'NORTH, 50 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 1 FOOT
 TG0879'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 TG0879'STANDARD DISK, STAMPED C 395 1946 AND SET IN THE TOP OF A CONCRETE
 TG0879'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0533 ***********************************************************************
 SO0533  DESIGNATION -  C 396
 SO0533  PID         -  SO0533
 SO0533  STATE/COUNTY-  ND/MCKENZIE
 SO0533  USGS QUAD   -  WATFORD CITY (1978)
 SO0533
 SO0533                         *CURRENT SURVEY CONTROL
 SO0533  ___________________________________________________________________
 SO0533* NAD 83(1986)-  47 48 16.     (N)    103 15 33.     (W)     SCALED    
 SO0533* NAVD 88     -       626.062  (meters)    2054.01   (feet)  ADJUSTED  
 SO0533  ___________________________________________________________________
 SO0533  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0533  DYNAMIC HT  -         626.122 (meters)    2054.20  (feet)  COMP
 SO0533  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SO0533
 SO0533  VERT ORDER  -  SECOND    CLASS 0
 SO0533
 SO0533.This mark is at Watford City Airport (S25)
 SO0533
 SO0533.The horizontal coordinates were scaled from a topographic map and have
 SO0533.an estimated accuracy of +/- 6 seconds.
 SO0533
 SO0533.The orthometric height was determined by differential leveling
 SO0533.and adjusted by the National Geodetic Survey in June 1991..
 SO0533
 SO0533.The geoid height was determined by GEOID03.
 SO0533
 SO0533.The dynamic height is computed by dividing the NAVD 88
 SO0533.geopotential number by the normal gravity value computed on the
 SO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0533.degrees latitude (g = 980.6199 gals.).
 SO0533
 SO0533.The modeled gravity was interpolated from observed gravity values.
 SO0533
 SO0533;                    North         East    Units  Estimated Accuracy
 SO0533;SPC ND N     -    93,140.      393,370.      MT  (+/- 180 meters Scaled)
 SO0533
 SO0533                          SUPERSEDED SURVEY CONTROL
 SO0533
 SO0533  NGVD 29 (??/??/92)  625.542  (m)         2052.30   (f) ADJ UNCH    2 0
 SO0533
 SO0533.Superseded values are not recommended for survey control.
 SO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0533.See file dsdata.txt to determine how the superseded data were derived.
 SO0533
 SO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN303960(NAD 83)
 SO0533_MARKER: DB = BENCH MARK DISK
 SO0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0533_STAMPING: C 396 1946
 SO0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0533+STABILITY: SURFACE MOTION
 SO0533
 SO0533  HISTORY     - Date     Condition        Report By
 SO0533  HISTORY     - 1946     MONUMENTED       CGS
 SO0533  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0533
 SO0533                          STATION DESCRIPTION
 SO0533
 SO0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0533'1.3 MI E FROM WATFORD CITY.
 SO0533'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM TE GREAT NORTHERN
 SO0533'RAILROAD STATION AT WATFORD CITY, 41 FEET SOUTHEAST OF THE SOUTHEAST
 SO0533'CORNER OF THE LARGEST HANGAR ON AIR FIELD, 39 FEET NORTH OF THE CENTER
 SO0533'LINE OF STATE HIGHWAY NO. 23, 3 FEET EAST OF A 4 X 4 IN. MARKER POST,
 SO0533'1.5 FEET NORTH OF AN EAST-WEST FENCE LINE.  NOTE-- AIRPORT IN AREA HAS
 SO0533'BEEN MOVED AND HIGHWAY WIDENED.
 SO0533
 SO0533                          STATION RECOVERY (1975)
 SO0533
 SO0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1248 ***********************************************************************
 TG1248  DESIGNATION -  C 397
 TG1248  PID         -  TG1248
 TG1248  STATE/COUNTY-  ND/MCKENZIE
 TG1248  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1248
 TG1248                         *CURRENT SURVEY CONTROL
 TG1248  ___________________________________________________________________
 TG1248* NAD 83(1986)-  48 04 02.     (N)    103 07 12.     (W)     SCALED    
 TG1248* NAVD 88     -       574.378  (meters)    1884.44   (feet)  ADJUSTED  
 TG1248  ___________________________________________________________________
 TG1248  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TG1248  DYNAMIC HT  -         574.449 (meters)    1884.67  (feet)  COMP
 TG1248  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 TG1248
 TG1248  VERT ORDER  -  SECOND    CLASS 0
 TG1248
 TG1248.The horizontal coordinates were scaled from a topographic map and have
 TG1248.an estimated accuracy of +/- 6 seconds.
 TG1248
 TG1248.The orthometric height was determined by differential leveling
 TG1248.and adjusted by the National Geodetic Survey in June 1991..
 TG1248
 TG1248.The geoid height was determined by GEOID03.
 TG1248
 TG1248.The dynamic height is computed by dividing the NAVD 88
 TG1248.geopotential number by the normal gravity value computed on the
 TG1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1248.degrees latitude (g = 980.6199 gals.).
 TG1248
 TG1248.The modeled gravity was interpolated from observed gravity values.
 TG1248
 TG1248;                    North         East    Units  Estimated Accuracy
 TG1248;SPC ND N     -   121,980.      404,790.      MT  (+/- 180 meters Scaled)
 TG1248
 TG1248                          SUPERSEDED SURVEY CONTROL
 TG1248
 TG1248  NGVD 29 (??/??/92)  573.885  (m)         1882.82   (f) ADJ UNCH    2 0
 TG1248
 TG1248.Superseded values are not recommended for survey control.
 TG1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1248.See file dsdata.txt to determine how the superseded data were derived.
 TG1248
 TG1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP400254(NAD 83)
 TG1248_MARKER: DB = BENCH MARK DISK
 TG1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1248_STAMPING: C 397 1946
 TG1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1248+STABILITY: SURFACE MOTION
 TG1248
 TG1248  HISTORY     - Date     Condition        Report By
 TG1248  HISTORY     - 1946     MONUMENTED       CGS
 TG1248  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1248
 TG1248                          STATION DESCRIPTION
 TG1248
 TG1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1248'25.2 MI NE FROM WATFORD CITY.
 TG1248'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 TG1248'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES NORTH
 TG1248'ALONG A GRAVELED COUNTY ROAD TO THE BANKS SCHOOL, THENCE 4.9 MILES
 TG1248'NORTHEAST ALONG TOBACCO CREEK ROAD TO THE MARK AT A T-ROAD
 TG1248'INTERSECTION, ABOUT 400 FEET EAST OF TOBACCO CREEK BRIDGE, ABOUT 175
 TG1248'FEET WEST OF AN ABANDONED HOUSE, 35 FEET EAST OF THE CENTER LINE OF A
 TG1248'DIRT ROAD, 6 FEET NORTHEAST OF A CORNER FENCE POST, 3 FEET NORTH OF
 TG1248'THE EAST-WEST FENCE LINE, 3 FEET WEST OF A 4 X 4 IN. MARKER POST.
 TG1248'NOTE-- RD. CONSTRUCTION IN THE AREA.
 TG1248
 TG1248                          STATION RECOVERY (1975)
 TG1248
 TG1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0501 ***********************************************************************
 SO0501  DESIGNATION -  C 398
 SO0501  PID         -  SO0501
 SO0501  STATE/COUNTY-  ND/DUNN
 SO0501  USGS QUAD   -  MANDAREE NE (1970)
 SO0501
 SO0501                         *CURRENT SURVEY CONTROL
 SO0501  ___________________________________________________________________
 SO0501* NAD 83(1986)-  47 43 02.     (N)    102 35 14.     (W)     SCALED    
 SO0501* NAVD 88     -       672.064  (meters)    2204.93   (feet)  ADJUSTED  
 SO0501  ___________________________________________________________________
 SO0501  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 SO0501  DYNAMIC HT  -         672.127 (meters)    2205.14  (feet)  COMP
 SO0501  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 SO0501
 SO0501  VERT ORDER  -  SECOND    CLASS 0
 SO0501
 SO0501.The horizontal coordinates were scaled from a topographic map and have
 SO0501.an estimated accuracy of +/- 6 seconds.
 SO0501
 SO0501.The orthometric height was determined by differential leveling
 SO0501.and adjusted by the National Geodetic Survey in June 1991..
 SO0501
 SO0501.The geoid height was determined by GEOID03.
 SO0501
 SO0501.The dynamic height is computed by dividing the NAVD 88
 SO0501.geopotential number by the normal gravity value computed on the
 SO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0501.degrees latitude (g = 980.6199 gals.).
 SO0501
 SO0501.The modeled gravity was interpolated from observed gravity values.
 SO0501
 SO0501;                    North         East    Units  Estimated Accuracy
 SO0501;SPC ND S     -   230,030.      443,400.      MT  (+/- 180 meters Scaled)
 SO0501
 SO0501                          SUPERSEDED SURVEY CONTROL
 SO0501
 SO0501  NGVD 29 (??/??/92)  671.588  (m)         2203.37   (f) ADJ UNCH    2 0
 SO0501
 SO0501.Superseded values are not recommended for survey control.
 SO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0501.See file dsdata.txt to determine how the superseded data were derived.
 SO0501
 SO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN809876(NAD 83)
 SO0501_MARKER: DB = BENCH MARK DISK
 SO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0501_STAMPING: C 398 1946
 SO0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0501+STABILITY: SURFACE MOTION
 SO0501
 SO0501  HISTORY     - Date     Condition        Report By
 SO0501  HISTORY     - 1946     MONUMENTED       CGS
 SO0501
 SO0501                          STATION DESCRIPTION
 SO0501
 SO0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0501'25.6 MI S FROM SANISH.
 SO0501'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0501'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE SOUTH FOR 21.9 MILES ALONG
 SO0501'A GRAVELED ROAD (THIS ROAD GRADUALLY DIMINISHES TO A DIRT TRACK ROAD)
 SO0501'TO A Y-ROAD INTERSECTION, THENCE SOUTH ALONG A TRACK ROAD FOR 1.9
 SO0501'MILES TO MARK, 160 FEET WEST OF THE FLOWLINE OF A SMALL VALLEY, 15
 SO0501'FEET SOUTH OF A GAP IN AN EAST-WEST FENCE, 3 FEET WEST OF A 4 X 4 IN.
 SO0501'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0193 ***********************************************************************
 SO0193  DESIGNATION -  C 399
 SO0193  PID         -  SO0193
 SO0193  STATE/COUNTY-  ND/DUNN
 SO0193  USGS QUAD   -  STRING BUTTES (1970)
 SO0193
 SO0193                         *CURRENT SURVEY CONTROL
 SO0193  ___________________________________________________________________
 SO0193* NAD 83(1986)-  47 44 42.     (N)    102 24 20.     (W)     SCALED    
 SO0193* NAVD 88     -       636.529  (meters)    2088.35   (feet)  ADJUSTED  
 SO0193  ___________________________________________________________________
 SO0193  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 SO0193  DYNAMIC HT  -         636.600 (meters)    2088.58  (feet)  COMP
 SO0193  MODELED GRAV-     980,702.7   (mgal)                       NAVD 88
 SO0193
 SO0193  VERT ORDER  -  SECOND    CLASS 0
 SO0193
 SO0193.The horizontal coordinates were scaled from a topographic map and have
 SO0193.an estimated accuracy of +/- 6 seconds.
 SO0193
 SO0193.The orthometric height was determined by differential leveling
 SO0193.and adjusted by the National Geodetic Survey in June 1991..
 SO0193
 SO0193.The geoid height was determined by GEOID03.
 SO0193
 SO0193.The dynamic height is computed by dividing the NAVD 88
 SO0193.geopotential number by the normal gravity value computed on the
 SO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0193.degrees latitude (g = 980.6199 gals.).
 SO0193
 SO0193.The modeled gravity was interpolated from observed gravity values.
 SO0193
 SO0193;                    North         East    Units  Estimated Accuracy
 SO0193;SPC ND S     -   232,770.      457,100.      MT  (+/- 180 meters Scaled)
 SO0193
 SO0193                          SUPERSEDED SURVEY CONTROL
 SO0193
 SO0193  NGVD 29 (??/??/92)  636.080  (m)         2086.87   (f) ADJ UNCH    2 0
 SO0193
 SO0193.Superseded values are not recommended for survey control.
 SO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0193.See file dsdata.txt to determine how the superseded data were derived.
 SO0193
 SO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN944912(NAD 83)
 SO0193_MARKER: DB = BENCH MARK DISK
 SO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0193_STAMPING: C 399 1946
 SO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0193+STABILITY: SURFACE MOTION
 SO0193
 SO0193  HISTORY     - Date     Condition        Report By
 SO0193  HISTORY     - 1946     MONUMENTED       CGS
 SO0193
 SO0193                          STATION DESCRIPTION
 SO0193
 SO0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0193'33.2 MI S FROM SANISH.
 SO0193'IN DUNN COUNTY, 33.2 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0193'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0193'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0193'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0193'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 9.5 MILES EAST
 SO0193'ALONG A DIRT TRACK ROAD.  IT IS 1.0 MILE EAST OF THE BRIDGE OVER SKUNK
 SO0193'CREEK, 200 FEET EAST OF A SADDLE ALONG THE TRACK ROAD WITH WOODED
 SO0193'VALLEYS ON BOTH SIDES OF THE ROAD, 120 FEET EAST OF A SMALL BASIN, 20
 SO0193'FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, AND 3 FEET EAST OF A
 SO0193'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 399 1946 AND
 SO0193'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0919 ***********************************************************************
 TF0919  DESIGNATION -  C 4
 TF0919  PID         -  TF0919
 TF0919  STATE/COUNTY-  ND/WARD
 TF0919  USGS QUAD   -  SURREY (1981)
 TF0919
 TF0919                         *CURRENT SURVEY CONTROL
 TF0919  ___________________________________________________________________
 TF0919* NAD 83(1986)-  48 14 11.     (N)    101 11 18.     (W)     SCALED    
 TF0919* NAVD 88     -       494.054  (meters)    1620.91   (feet)  ADJUSTED  
 TF0919  ___________________________________________________________________
 TF0919  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF0919  DYNAMIC HT  -         494.140 (meters)    1621.19  (feet)  COMP
 TF0919  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 TF0919
 TF0919  VERT ORDER  -  FIRST     CLASS II
 TF0919
 TF0919.The horizontal coordinates were scaled from a topographic map and have
 TF0919.an estimated accuracy of +/- 6 seconds.
 TF0919
 TF0919.The orthometric height was determined by differential leveling
 TF0919.and adjusted by the National Geodetic Survey in June 1991..
 TF0919
 TF0919.The geoid height was determined by GEOID03.
 TF0919
 TF0919.The dynamic height is computed by dividing the NAVD 88
 TF0919.geopotential number by the normal gravity value computed on the
 TF0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0919.degrees latitude (g = 980.6199 gals.).
 TF0919
 TF0919.The modeled gravity was interpolated from observed gravity values.
 TF0919
 TF0919;                    North         East    Units  Estimated Accuracy
 TF0919;SPC ND N     -   137,690.      548,870.      MT  (+/- 180 meters Scaled)
 TF0919
 TF0919                          SUPERSEDED SURVEY CONTROL
 TF0919
 TF0919.No superseded survey control is available for this station.
 TF0919
 TF0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU375448(NAD 83)
 TF0919_MARKER: P = PIPE CAP
 TF0919_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0919_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0919_STAMPING: C 4 ELEV 1619.583 FT
 TF0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0919
 TF0919  HISTORY     - Date     Condition        Report By
 TF0919  HISTORY     - UNK      MONUMENTED       CGS
 TF0919  HISTORY     - 1962     MARK NOT FOUND   NGS
 TF0919  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0919
 TF0919                          STATION DESCRIPTION
 TF0919
 TF0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0919'2.0 MI W FROM SURREY.
 TF0919'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM SURREY, WARD
 TF0919'COUNTY, 20 FEET WEST OF MILEPOST 198, AT A ROAD CROSSING, 55 FEET WEST
 TF0919'OF THE CENTERLINE OF THE ROAD, 10 YARDS NORTH OF THE CENTERLINE OF THE
 TF0919'TRACK, IN LINE WITH A ROW OF POLES, AND 1 FOOT NORTH OF A WHITE WOODEN
 TF0919'WITNESS POST.  A STANDARD CAP, STAMPED ELEV 1619.583 FT C4 AND SCREWED
 TF0919'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TF0919
 TF0919                          STATION RECOVERY (1982)
 TF0919
 TF0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0919'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0260 ***********************************************************************
 SN0260  DESIGNATION -  C 4 B 1
 SN0260  PID         -  SN0260
 SN0260  STATE/COUNTY-  ND/MCLEAN
 SN0260  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0260
 SN0260                         *CURRENT SURVEY CONTROL
 SN0260  ___________________________________________________________________
 SN0260* NAD 83(1986)-  47 41 02.     (N)    100 54 36.     (W)     SCALED    
 SN0260* NAVD 88     -       596.491  (meters)    1956.99   (feet)  ADJUSTED  
 SN0260  ___________________________________________________________________
 SN0260  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SN0260  DYNAMIC HT  -         596.549 (meters)    1957.18  (feet)  COMP
 SN0260  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 SN0260
 SN0260  VERT ORDER  -  SECOND    CLASS 0
 SN0260
 SN0260.The horizontal coordinates were scaled from a topographic map and have
 SN0260.an estimated accuracy of +/- 6 seconds.
 SN0260
 SN0260.The orthometric height was determined by differential leveling
 SN0260.and adjusted by the National Geodetic Survey in June 1991..
 SN0260
 SN0260.The geoid height was determined by GEOID03.
 SN0260
 SN0260.The dynamic height is computed by dividing the NAVD 88
 SN0260.geopotential number by the normal gravity value computed on the
 SN0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0260.degrees latitude (g = 980.6199 gals.).
 SN0260
 SN0260.The modeled gravity was interpolated from observed gravity values.
 SN0260
 SN0260;                    North         East    Units  Estimated Accuracy
 SN0260;SPC ND N     -    76,120.      569,220.      MT  (+/- 180 meters Scaled)
 SN0260
 SN0260                          SUPERSEDED SURVEY CONTROL
 SN0260
 SN0260  NGVD 29 (??/??/92)  596.09   (m)         1955.7    (f) COMPUTED    2 0
 SN0260
 SN0260.Superseded values are not recommended for survey control.
 SN0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0260.See file dsdata.txt to determine how the superseded data were derived.
 SN0260
 SN0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT566829(NAD 83)
 SN0260_MARKER: DZ = AZIMUTH MARK DISK
 SN0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0260_SP_SET: PEDESTAL
 SN0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0260
 SN0260  HISTORY     - Date     Condition        Report By
 SN0260  HISTORY     - UNK      MONUMENTED       DOD
 SN0260  HISTORY     - 1962     GOOD             NGS
 SN0260
 SN0260                          STATION DESCRIPTION
 SN0260
 SN0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0260'11.0 MI S FROM RUSO.
 SN0260'ABOUT 10.9 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0260'SOO LINE RAILROAD AT RUSO, THENCE 0.1 MILE WEST ACROSS A FIELD, ON THE
 SN0260'TOP OF A SMALL HILL, ABOUT 600 FEET WEST-NORTHWEST OF A FENCE CORNER,
 SN0260'100.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A ROCK PILE, A 1 1/2 X 4
 SN0260'FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0261 ***********************************************************************
 SN0261  DESIGNATION -  C 4 B 2
 SN0261  PID         -  SN0261
 SN0261  STATE/COUNTY-  ND/MCLEAN
 SN0261  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0261
 SN0261                         *CURRENT SURVEY CONTROL
 SN0261  ___________________________________________________________________
 SN0261* NAD 83(1986)-  47 41 05.     (N)    100 54 14.     (W)     SCALED    
 SN0261* NAVD 88     -       600.518  (meters)    1970.20   (feet)  ADJUSTED  
 SN0261  ___________________________________________________________________
 SN0261  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SN0261  DYNAMIC HT  -         600.577 (meters)    1970.39  (feet)  COMP
 SN0261  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 SN0261
 SN0261  VERT ORDER  -  SECOND    CLASS 0
 SN0261
 SN0261.The horizontal coordinates were scaled from a topographic map and have
 SN0261.an estimated accuracy of +/- 6 seconds.
 SN0261
 SN0261.The orthometric height was determined by differential leveling
 SN0261.and adjusted by the National Geodetic Survey in June 1991..
 SN0261
 SN0261.The geoid height was determined by GEOID03.
 SN0261
 SN0261.The dynamic height is computed by dividing the NAVD 88
 SN0261.geopotential number by the normal gravity value computed on the
 SN0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0261.degrees latitude (g = 980.6199 gals.).
 SN0261
 SN0261.The modeled gravity was interpolated from observed gravity values.
 SN0261
 SN0261;                    North         East    Units  Estimated Accuracy
 SN0261;SPC ND N     -    76,210.      569,680.      MT  (+/- 180 meters Scaled)
 SN0261
 SN0261                          SUPERSEDED SURVEY CONTROL
 SN0261
 SN0261  NGVD 29 (??/??/92)  600.11   (m)         1968.9    (f) COMPUTED    2 0
 SN0261
 SN0261.Superseded values are not recommended for survey control.
 SN0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0261.See file dsdata.txt to determine how the superseded data were derived.
 SN0261
 SN0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT571830(NAD 83)
 SN0261_MARKER: DZ = AZIMUTH MARK DISK
 SN0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0261_SP_SET: PEDESTAL
 SN0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0261
 SN0261  HISTORY     - Date     Condition        Report By
 SN0261  HISTORY     - UNK      MONUMENTED       DOD
 SN0261  HISTORY     - 1962     GOOD             NGS
 SN0261
 SN0261                          STATION DESCRIPTION
 SN0261
 SN0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0261'11.1 MI S FROM RUSO.
 SN0261'ABOUT 10.9 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0261'SOO LINE RAILROAD AT RUSO, THENCE 0.2 MILE EAST-NORTHEAST ACROSS A
 SN0261'FIELD, AT THE SOUTH EDGE OF THE FIELD, 77.0 FEET EAST OF A FENCE
 SN0261'CORNER, 6.0 FEET NORTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT
 SN0261'CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0263 ***********************************************************************
 SN0263  DESIGNATION -  C 4 Z
 SN0263  PID         -  SN0263
 SN0263  STATE/COUNTY-  ND/MCLEAN
 SN0263  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0263
 SN0263                         *CURRENT SURVEY CONTROL
 SN0263  ___________________________________________________________________
 SN0263* NAD 83(1986)-  47 40 58.     (N)    100 53 58.     (W)     SCALED    
 SN0263* NAVD 88     -       609.445  (meters)    1999.49   (feet)  ADJUSTED  
 SN0263  ___________________________________________________________________
 SN0263  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SN0263  DYNAMIC HT  -         609.505 (meters)    1999.68  (feet)  COMP
 SN0263  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 SN0263
 SN0263  VERT ORDER  -  SECOND    CLASS 0
 SN0263
 SN0263.The horizontal coordinates were scaled from a topographic map and have
 SN0263.an estimated accuracy of +/- 6 seconds.
 SN0263
 SN0263.The orthometric height was determined by differential leveling
 SN0263.and adjusted by the National Geodetic Survey in June 1991..
 SN0263
 SN0263.The geoid height was determined by GEOID03.
 SN0263
 SN0263.The dynamic height is computed by dividing the NAVD 88
 SN0263.geopotential number by the normal gravity value computed on the
 SN0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0263.degrees latitude (g = 980.6199 gals.).
 SN0263
 SN0263.The modeled gravity was interpolated from observed gravity values.
 SN0263
 SN0263;                    North         East    Units  Estimated Accuracy
 SN0263;SPC ND N     -    75,990.      570,010.      MT  (+/- 180 meters Scaled)
 SN0263
 SN0263                          SUPERSEDED SURVEY CONTROL
 SN0263
 SN0263  NGVD 29 (??/??/92)  609.04   (m)         1998.2    (f) COMPUTED    2 0
 SN0263
 SN0263.Superseded values are not recommended for survey control.
 SN0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0263.See file dsdata.txt to determine how the superseded data were derived.
 SN0263
 SN0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT574827(NAD 83)
 SN0263_MARKER: DS = TRIANGULATION STATION DISK
 SN0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0263_STAMPING: C 4 Z 1962
 SN0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0263+STABILITY: SURFACE MOTION
 SN0263
 SN0263  HISTORY     - Date     Condition        Report By
 SN0263  HISTORY     - 1962     MONUMENTED       CGS
 SN0263
 SN0263                          STATION DESCRIPTION
 SN0263
 SN0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0263'11.35 MI S FROM RUSO.
 SN0263'ABOUT 11.0 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0263'SOO LINE RAILROAD AT RUSO, THENCE 0.35 MILE EAST ALONG AN EAST-WEST
 SN0263'FENCE LINE, ON THE CREST OF A HILL, 22.5 FEET EAST-NORTHEAST OF R. M.
 SN0263'2, 21.7 FEET WEST-NORTHWEST OF R. M. 1, 5.0 FEET NORTH OF A FENCE AND
 SN0263'A WITNESS POST, 5.0 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A
 SN0263'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0262 ***********************************************************************
 SN0262  DESIGNATION -  C 4 Z RM 1
 SN0262  PID         -  SN0262
 SN0262  STATE/COUNTY-  ND/MCLEAN
 SN0262  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0262
 SN0262                         *CURRENT SURVEY CONTROL
 SN0262  ___________________________________________________________________
 SN0262* NAD 83(1986)-  47 40 58.     (N)    100 53 56.     (W)     SCALED    
 SN0262* NAVD 88     -       609.362  (meters)    1999.22   (feet)  ADJUSTED  
 SN0262  ___________________________________________________________________
 SN0262  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SN0262  DYNAMIC HT  -         609.422 (meters)    1999.41  (feet)  COMP
 SN0262  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 SN0262
 SN0262  VERT ORDER  -  SECOND    CLASS 0
 SN0262
 SN0262.The horizontal coordinates were scaled from a topographic map and have
 SN0262.an estimated accuracy of +/- 6 seconds.
 SN0262
 SN0262.The orthometric height was determined by differential leveling
 SN0262.and adjusted by the National Geodetic Survey in June 1991..
 SN0262
 SN0262.The geoid height was determined by GEOID03.
 SN0262
 SN0262.The dynamic height is computed by dividing the NAVD 88
 SN0262.geopotential number by the normal gravity value computed on the
 SN0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0262.degrees latitude (g = 980.6199 gals.).
 SN0262
 SN0262.The modeled gravity was interpolated from observed gravity values.
 SN0262
 SN0262;                    North         East    Units  Estimated Accuracy
 SN0262;SPC ND N     -    75,990.      570,050.      MT  (+/- 180 meters Scaled)
 SN0262
 SN0262                          SUPERSEDED SURVEY CONTROL
 SN0262
 SN0262  NGVD 29 (??/??/92)  608.96   (m)         1997.9    (f) COMPUTED    2 0
 SN0262
 SN0262.Superseded values are not recommended for survey control.
 SN0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0262.See file dsdata.txt to determine how the superseded data were derived.
 SN0262
 SN0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT574827(NAD 83)
 SN0262_MARKER: DR = REFERENCE MARK DISK
 SN0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0262_STAMPING: C 4 Z NO 1 1962
 SN0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0262+STABILITY: SURFACE MOTION
 SN0262
 SN0262  HISTORY     - Date     Condition        Report By
 SN0262  HISTORY     - 1962     MONUMENTED       CGS
 SN0262
 SN0262                          STATION DESCRIPTION
 SN0262
 SN0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0262'11.35 MI S FROM RUSO.
 SN0262'ABOUT 11.0 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0262'SOO LINE RAILROAD AT RUSO, THENCE 0.35 MILE EAST ALONG AN EAST-WEST
 SN0262'FENCE LINE, 44.0 FEET EAST OF R. M. 2, 21.7 FEET EAST-SOUTHEAST OF THE
 SN0262'STATION, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE
 SN0262'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0264 ***********************************************************************
 SN0264  DESIGNATION -  C 4 Z RM 2
 SN0264  PID         -  SN0264
 SN0264  STATE/COUNTY-  ND/MCLEAN
 SN0264  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0264
 SN0264                         *CURRENT SURVEY CONTROL
 SN0264  ___________________________________________________________________
 SN0264* NAD 83(1986)-  47 40 58.     (N)    100 53 59.     (W)     SCALED    
 SN0264* NAVD 88     -       609.306  (meters)    1999.03   (feet)  ADJUSTED  
 SN0264  ___________________________________________________________________
 SN0264  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SN0264  DYNAMIC HT  -         609.366 (meters)    1999.23  (feet)  COMP
 SN0264  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 SN0264
 SN0264  VERT ORDER  -  SECOND    CLASS 0
 SN0264
 SN0264.The horizontal coordinates were scaled from a topographic map and have
 SN0264.an estimated accuracy of +/- 6 seconds.
 SN0264
 SN0264.The orthometric height was determined by differential leveling
 SN0264.and adjusted by the National Geodetic Survey in June 1991..
 SN0264
 SN0264.The geoid height was determined by GEOID03.
 SN0264
 SN0264.The dynamic height is computed by dividing the NAVD 88
 SN0264.geopotential number by the normal gravity value computed on the
 SN0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0264.degrees latitude (g = 980.6199 gals.).
 SN0264
 SN0264.The modeled gravity was interpolated from observed gravity values.
 SN0264
 SN0264;                    North         East    Units  Estimated Accuracy
 SN0264;SPC ND N     -    75,990.      569,990.      MT  (+/- 180 meters Scaled)
 SN0264
 SN0264                          SUPERSEDED SURVEY CONTROL
 SN0264
 SN0264  NGVD 29 (??/??/92)  608.90   (m)         1997.7    (f) COMPUTED    2 0
 SN0264
 SN0264.Superseded values are not recommended for survey control.
 SN0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0264.See file dsdata.txt to determine how the superseded data were derived.
 SN0264
 SN0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT574827(NAD 83)
 SN0264_MARKER: DR = REFERENCE MARK DISK
 SN0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0264_STAMPING: C 4 Z NO 2 1962
 SN0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0264+STABILITY: SURFACE MOTION
 SN0264
 SN0264  HISTORY     - Date     Condition        Report By
 SN0264  HISTORY     - 1962     MONUMENTED       CGS
 SN0264
 SN0264                          STATION DESCRIPTION
 SN0264
 SN0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0264'11.35 MI S FROM RUSO.
 SN0264'ABOUT 11.0 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0264'SOO LINE RAILROAD AT RUSO, THENCE 0.35 MILE EAST ALONG AN EAST-WEST
 SN0264'FENCE LINE, 44.0 FEET WEST OF R. M. 1, 22.5 FEET WEST-SOUTHWEST OF THE
 SN0264'STATION C 4 Z, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP OF A
 SN0264'CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0307 ***********************************************************************
 RQ0307  DESIGNATION -  C 40
 RQ0307  PID         -  RQ0307
 RQ0307  STATE/COUNTY-  ND/LOGAN
 RQ0307  USGS QUAD   -  STREETER SE (1983)
 RQ0307
 RQ0307                         *CURRENT SURVEY CONTROL
 RQ0307  ___________________________________________________________________
 RQ0307* NAD 83(1986)-  46 36 57.     (N)    099 21 41.     (W)     SCALED    
 RQ0307* NAVD 88     -       570.039  (meters)    1870.20   (feet)  ADJUSTED  
 RQ0307  ___________________________________________________________________
 RQ0307  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 RQ0307  DYNAMIC HT  -         570.036 (meters)    1870.19  (feet)  COMP
 RQ0307  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 RQ0307
 RQ0307  VERT ORDER  -  SECOND    CLASS 0
 RQ0307
 RQ0307.The horizontal coordinates were scaled from a topographic map and have
 RQ0307.an estimated accuracy of +/- 6 seconds.
 RQ0307
 RQ0307.The orthometric height was determined by differential leveling
 RQ0307.and adjusted by the National Geodetic Survey in June 1991..
 RQ0307
 RQ0307.The geoid height was determined by GEOID03.
 RQ0307
 RQ0307.The dynamic height is computed by dividing the NAVD 88
 RQ0307.geopotential number by the normal gravity value computed on the
 RQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0307.degrees latitude (g = 980.6199 gals.).
 RQ0307
 RQ0307.The modeled gravity was interpolated from observed gravity values.
 RQ0307
 RQ0307;                    North         East    Units  Estimated Accuracy
 RQ0307;SPC ND S     -   106,140.      687,210.      MT  (+/- 180 meters Scaled)
 RQ0307
 RQ0307                          SUPERSEDED SURVEY CONTROL
 RQ0307
 RQ0307  NGVD 29 (??/??/92)  569.610  (m)         1868.80   (f) ADJ UNCH    2 0
 RQ0307
 RQ0307.Superseded values are not recommended for survey control.
 RQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0307.See file dsdata.txt to determine how the superseded data were derived.
 RQ0307
 RQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS723625(NAD 83)
 RQ0307_MARKER: DB = BENCH MARK DISK
 RQ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0307_STAMPING: C 40 1934
 RQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0307+STABILITY: SURFACE MOTION
 RQ0307
 RQ0307  HISTORY     - Date     Condition        Report By
 RQ0307  HISTORY     - 1934     MONUMENTED       CGS
 RQ0307  HISTORY     - 1959     GOOD             NGS
 RQ0307
 RQ0307                          STATION DESCRIPTION
 RQ0307
 RQ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0307'3.2 MI S FROM STREETER.
 RQ0307'IN LOGAN COUNTY, 3.2 MILES SOUTH ALONG STATE HIGHWAY FROM THE NORTHERN
 RQ0307'PACIFIC RAILWAY STATION AT STREETER, STUTSMAN COUNTY, AT A TURN IN THE
 RQ0307'HIGHWAY TO THE WEST, AT THE INTERSECTION OF A SIDE ROAD, 40 FEET EAST
 RQ0307'OF THE CENTERLINE OF THE HIGHWAY, 28 FEET NORTH OF THE SIDE ROAD, AND
 RQ0307'4 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED C 40 1934
 RQ0307'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 3 MILES DUE SOUTH
 RQ0307'OF STREETER, AT CROSSROADS ON AN ABANDONED SECTION OF THE OLD HIGHWAY,
 RQ0307'ABOUT 0.6 MILE SOUTH OF POINT WHERE HIGHWAY CROSSES AN OLD NORTH-SOUTH
 RQ0307'ROAD (ORIGINAL HIGHWAY), IN NORTHEAST ANGLE OF CROSSROADS AND JUST
 RQ0307'EAST OF A STEEL POST.  THIS IS NEAR THE CENTER OF THE SOUTH SIDE OF
 RQ0307'SEC. 4. T. 136 N., R. 69 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0468 ***********************************************************************
 SO0468  DESIGNATION -  C 400
 SO0468  PID         -  SO0468
 SO0468  STATE/COUNTY-  ND/MCKENZIE
 SO0468  USGS QUAD   -  SANISH (1967)
 SO0468
 SO0468                         *CURRENT SURVEY CONTROL
 SO0468  ___________________________________________________________________
 SO0468* NAD 83(1986)-  47 57 29.     (N)    102 36 02.     (W)     SCALED    
 SO0468* NAVD 88     -       544.406  (meters)    1786.11   (feet)  ADJUSTED  
 SO0468  ___________________________________________________________________
 SO0468  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 SO0468  DYNAMIC HT  -         544.484 (meters)    1786.36  (feet)  COMP
 SO0468  MODELED GRAV-     980,737.4   (mgal)                       NAVD 88
 SO0468
 SO0468  VERT ORDER  -  SECOND    CLASS 0
 SO0468
 SO0468.The horizontal coordinates were scaled from a topographic map and have
 SO0468.an estimated accuracy of +/- 6 seconds.
 SO0468
 SO0468.The orthometric height was determined by differential leveling
 SO0468.and adjusted by the National Geodetic Survey in June 1991..
 SO0468
 SO0468.The geoid height was determined by GEOID03.
 SO0468
 SO0468.The dynamic height is computed by dividing the NAVD 88
 SO0468.geopotential number by the normal gravity value computed on the
 SO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0468.degrees latitude (g = 980.6199 gals.).
 SO0468
 SO0468.The modeled gravity was interpolated from observed gravity values.
 SO0468
 SO0468;                    North         East    Units  Estimated Accuracy
 SO0468;SPC ND N     -   108,660.      443,150.      MT  (+/- 180 meters Scaled)
 SO0468
 SO0468                          SUPERSEDED SURVEY CONTROL
 SO0468
 SO0468  NGVD 29 (??/??/92)  543.942  (m)         1784.58   (f) ADJ UNCH    2 0
 SO0468
 SO0468.Superseded values are not recommended for survey control.
 SO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0468.See file dsdata.txt to determine how the superseded data were derived.
 SO0468
 SO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP791144(NAD 83)
 SO0468_MARKER: DB = BENCH MARK DISK
 SO0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0468_STAMPING: C 400 1946
 SO0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0468+STABILITY: SURFACE MOTION
 SO0468
 SO0468  HISTORY     - Date     Condition        Report By
 SO0468  HISTORY     - 1946     MONUMENTED       CGS
 SO0468  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0468
 SO0468                          STATION DESCRIPTION
 SO0468
 SO0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0468'3.9 MI SW FROM SANISH.
 SO0468'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0468'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 2.1 MILES SOUTH ALONG A
 SO0468'GRAVELED ROAD, ABOUT 65 FEET EAST OF CORRUGATED IRON CULVERT, 30 FEET
 SO0468'SOUTHEAST OF AN INTERSECTION OF CROSSROADS, 6 FEET EAST OF A CORNER
 SO0468'FENCE POST, 3 FEET WEST OF A 4 X 4 IN. MARKER POST.  NOTE-- MARK UNDER
 SO0468'WATER.
 SO0468
 SO0468                          STATION RECOVERY (1966)
 SO0468
 SO0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0952 ***********************************************************************
 SN0952  CBN         -  This is a Cooperative Base Network Control Station.
 SN0952  DESIGNATION -  C 401
 SN0952  PID         -  SN0952
 SN0952  STATE/COUNTY-  ND/MERCER
 SN0952  USGS QUAD   -  BEULAH NE (1977)
 SN0952
 SN0952                         *CURRENT SURVEY CONTROL
 SN0952  ___________________________________________________________________
 SN0952* NAD 83(1996)-  47 28 22.37840(N)    101 46 44.85175(W)     ADJUSTED  
 SN0952* NAVD 88     -       586.690  (meters)    1924.83   (feet)  ADJUSTED  
 SN0952  ___________________________________________________________________
 SN0952  X           -    -881,774.944 (meters)                     COMP
 SN0952  Y           -  -4,228,514.142 (meters)                     COMP
 SN0952  Z           -   4,677,878.651 (meters)                     COMP
 SN0952  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 SN0952  ELLIP HEIGHT-         567.55  (meters)          (04/07/03) GPS OBS
 SN0952  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN0952  DYNAMIC HT  -         586.741 (meters)    1925.00  (feet)  COMP
 SN0952  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 SN0952
 SN0952  HORZ ORDER  -  A
 SN0952  VERT ORDER  -  SECOND    CLASS 0
 SN0952  ELLP ORDER  -  THIRD     CLASS II
 SN0952
 SN0952.The horizontal coordinates were established by GPS observations
 SN0952.and adjusted by the National Geodetic Survey in April 2003..
 SN0952
 SN0952.The orthometric height was determined by differential leveling
 SN0952.and adjusted by the National Geodetic Survey in June 1991..
 SN0952
 SN0952.Photographs are available for this station.
 SN0952
 SN0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SN0952
 SN0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0952
 SN0952.The ellipsoidal height was determined by GPS observations
 SN0952.and is referenced to NAD 83.
 SN0952
 SN0952.The geoid height was determined by GEOID03.
 SN0952
 SN0952.The dynamic height is computed by dividing the NAVD 88
 SN0952.geopotential number by the normal gravity value computed on the
 SN0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0952.degrees latitude (g = 980.6199 gals.).
 SN0952
 SN0952.The modeled gravity was interpolated from observed gravity values.
 SN0952
 SN0952;                    North         East     Units Scale Factor Converg.
 SN0952;SPC ND S     -   201,565.941   503,580.969   MT  0.99999795   -0 55 58.7
 SN0952;SPC ND S     -   661,305.58  1,652,168.53   iFT  0.99999795   -0 55 58.7
 SN0952;UTM  14      - 5,261,460.184   290,593.771   MT  1.00013892   -2 02 55.8
 SN0952
 SN0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0952!SPC ND S     -   0.99991105  x   0.99999795  =   0.99990900
 SN0952!UTM  14      -   0.99991105  x   1.00013892  =   1.00004996
 SN0952
 SN0952                          SUPERSEDED SURVEY CONTROL
 SN0952
 SN0952  NAVD 88 (04/07/03)  586.69   (m)         1924.8    (f) LEVELING    3  
 SN0952  NGVD 29 (??/??/92)  586.306  (m)         1923.57   (f) ADJ UNCH    2 0
 SN0952
 SN0952.Superseded values are not recommended for survey control.
 SN0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0952.See file dsdata.txt to determine how the superseded data were derived.
 SN0952
 SN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9059461460(NAD 83)
 SN0952_MARKER: DB = BENCH MARK DISK
 SN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0952_STAMPING: C 401 1946
 SN0952_MARK LOGO: CGS   
 SN0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 SN0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0952+STABILITY: SURFACE MOTION
 SN0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN0952+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 SN0952
 SN0952  HISTORY     - Date     Condition        Report By
 SN0952  HISTORY     - 1946     MONUMENTED       CGS
 SN0952  HISTORY     - 1956     GOOD             NGS
 SN0952  HISTORY     - 20020701 GOOD             NGS
 SN0952  HISTORY     - 20040820 GOOD             NDSPLS
 SN0952
 SN0952                          STATION DESCRIPTION
 SN0952
 SN0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0952'15.4 MI N FROM BEULAH.
 SN0952'4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING OF
 SN0952'STATE HIGHWAY NO. 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO A
 SN0952'FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN0952'GRAVELED ROAD TO KRONTHALS CROSSROADS AND END OF GRAVEL, CONTINUE
 SN0952'NORTH ALONG GRADED DIRT ROAD FOR 1.2 MILES TO THE MARK, ABOUT 400 FEET
 SN0952'EAST OF JAKE WAFNERS HOUSE, ABOUT 100 FEET SOUTHWEST OF A T-ROAD
 SN0952'INTERSECTION, 40 FEET NORTHEAST OF A CORNER FENCE POST, 3 FEET
 SN0952'NORTHWEST OF FENCE LINE, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST.
 SN0952
 SN0952                          STATION RECOVERY (1956)
 SN0952
 SN0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0952'RECOVERED IN GOOD CONDITION.
 SN0952
 SN0952                          STATION RECOVERY (2002)
 SN0952
 SN0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SN0952'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF SECTION 16, T146N,
 SN0952'R87W 5TH PRINCIPAL
 SN0952'MERIDIAN, ABOUT 80 MILES NORTHWEST OF BISMARCK AND ABOUT 90 MILES
 SN0952'SOUTH OF MINOT.
 SN0952'OWNERSHIP--SAM DAVID HAFNER, R.R. BEULAH, ND 58523.
 SN0952' 
 SN0952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 49
 SN0952'AND COUNTY
 SN0952'ROUTE 21 ON THE NORTH SIDE OF BEULAH, GO NORTH ON ROUTE 21  FOR 10
 SN0952'MILES TO THE JUNCTION
 SN0952'OF STATE HIGHWAY 1806.  CONTINUE AHEAD ON HIGHWAY 1806 FOR 2 MILES TO
 SN0952'THE END OF A CURVE
 SN0952'TO THE EAST.  TURN LEFT, NORTH INTO A FARN YARD AND THE STATION.
 SN0952' 
 SN0952'THE STATION IS A CGS DISK IN AN 8 INCH BY 8 INCH CONCRETE POST THAT
 SN0952'PROJECTS 8 INCHES.
 SN0952'
 SN0952
 SN0952                          STATION RECOVERY (2004)
 SN0952
 SN0952'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 SN0952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0383 ***********************************************************************
 QS0383  DESIGNATION -  C 402
 QS0383  PID         -  QS0383
 QS0383  STATE/COUNTY-  ND/SIOUX
 QS0383  USGS QUAD   -  MAHTO NW (1966)
 QS0383
 QS0383                         *CURRENT SURVEY CONTROL
 QS0383  ___________________________________________________________________
 QS0383* NAD 83(1986)-  45 57 55.     (N)    100 37 41.     (W)     SCALED    
 QS0383* NAVD 88     -       584.345  (meters)    1917.14   (feet)  ADJUSTED  
 QS0383  ___________________________________________________________________
 QS0383  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QS0383  DYNAMIC HT  -         584.315 (meters)    1917.04  (feet)  COMP
 QS0383  MODELED GRAV-     980,544.9   (mgal)                       NAVD 88
 QS0383
 QS0383  VERT ORDER  -  FIRST     CLASS II
 QS0383
 QS0383.The horizontal coordinates were scaled from a topographic map and have
 QS0383.an estimated accuracy of +/- 6 seconds.
 QS0383
 QS0383.The orthometric height was determined by differential leveling
 QS0383.and adjusted by the National Geodetic Survey in June 1991..
 QS0383
 QS0383.The geoid height was determined by GEOID03.
 QS0383
 QS0383.The dynamic height is computed by dividing the NAVD 88
 QS0383.geopotential number by the normal gravity value computed on the
 QS0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0383.degrees latitude (g = 980.6199 gals.).
 QS0383
 QS0383.The modeled gravity was interpolated from observed gravity values.
 QS0383
 QS0383;                    North         East    Units  Estimated Accuracy
 QS0383;SPC ND S     -    33,200.      590,070.      MT  (+/- 180 meters Scaled)
 QS0383
 QS0383                          SUPERSEDED SURVEY CONTROL
 QS0383
 QS0383  NGVD 29 (??/??/92)  583.954  (m)         1915.86   (f) ADJ UNCH    1 2
 QS0383
 QS0383.Superseded values are not recommended for survey control.
 QS0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0383.See file dsdata.txt to determine how the superseded data were derived.
 QS0383
 QS0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR738914(NAD 83)
 QS0383_MARKER: DB = BENCH MARK DISK
 QS0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0383_STAMPING: C 402 1949
 QS0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0383+STABILITY: SURFACE MOTION
 QS0383
 QS0383  HISTORY     - Date     Condition        Report By
 QS0383  HISTORY     - 1949     MONUMENTED       CGS
 QS0383  HISTORY     - 1959     GOOD             NGS
 QS0383
 QS0383                          STATION DESCRIPTION
 QS0383
 QS0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0383'9 MI SE FROM FORT YATES.
 QS0383'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 QS0383'YATES STREET AND STANDING ROCK AVENUE IN THE SOUTHEAST PART
 QS0383'OF FORT YATES, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A
 QS0383'ROAD JUNCTION, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 QS0383'THENCE 0.2 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 3.1 MILES
 QS0383'SOUTH ALONG A GRADED DIRT ROAD, ON THE CREST OF A HILL, 88 FEET
 QS0383'WEST OF THE CENTER LINE OF THE ROAD, 33 FEET WEST OF A FENCE
 QS0383'CORNER, 1.3 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS
 QS0383'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 QS0383'ABOVE THE GROUND.
 QS0383
 QS0383                          STATION RECOVERY (1959)
 QS0383
 QS0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QS0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0212 ***********************************************************************
 RR0212  DESIGNATION -  C 403
 RR0212  PID         -  RR0212
 RR0212  STATE/COUNTY-  ND/EMMONS
 RR0212  USGS QUAD   -  FORT YATES SE (1968)
 RR0212
 RR0212                         *CURRENT SURVEY CONTROL
 RR0212  ___________________________________________________________________
 RR0212* NAD 83(1986)-  46 07 00.     (N)    100 31 29.     (W)     SCALED    
 RR0212* NAVD 88     -       514.488  (meters)    1687.95   (feet)  ADJUSTED  
 RR0212  ___________________________________________________________________
 RR0212  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0212  DYNAMIC HT  -         514.466 (meters)    1687.88  (feet)  COMP
 RR0212  MODELED GRAV-     980,555.1   (mgal)                       NAVD 88
 RR0212
 RR0212  VERT ORDER  -  FIRST     CLASS II
 RR0212
 RR0212.The horizontal coordinates were scaled from a topographic map and have
 RR0212.an estimated accuracy of +/- 6 seconds.
 RR0212
 RR0212.The orthometric height was determined by differential leveling
 RR0212.and adjusted by the National Geodetic Survey in June 1991..
 RR0212
 RR0212.The geoid height was determined by GEOID03.
 RR0212
 RR0212.The dynamic height is computed by dividing the NAVD 88
 RR0212.geopotential number by the normal gravity value computed on the
 RR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0212.degrees latitude (g = 980.6199 gals.).
 RR0212
 RR0212.The modeled gravity was interpolated from observed gravity values.
 RR0212
 RR0212;                    North         East    Units  Estimated Accuracy
 RR0212;SPC ND S     -    50,020.      598,090.      MT  (+/- 180 meters Scaled)
 RR0212
 RR0212                          SUPERSEDED SURVEY CONTROL
 RR0212
 RR0212  NGVD 29 (??/??/92)  514.102  (m)         1686.68   (f) ADJ UNCH    1 2
 RR0212
 RR0212.Superseded values are not recommended for survey control.
 RR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0212.See file dsdata.txt to determine how the superseded data were derived.
 RR0212
 RR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS821081(NAD 83)
 RR0212_MARKER: DB = BENCH MARK DISK
 RR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0212_STAMPING: C 403 1949
 RR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0212+STABILITY: SURFACE MOTION
 RR0212
 RR0212  HISTORY     - Date     Condition        Report By
 RR0212  HISTORY     - 1949     MONUMENTED       CGS
 RR0212  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0212
 RR0212                          STATION DESCRIPTION
 RR0212
 RR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0212'25.35 MI NW FROM POLLOCK, SD.
 RR0212'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0212'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0212'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0212'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 RR0212'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0212'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A
 RR0212'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 5.4 MILES
 RR0212'NORTHWEST ALONG A TRAIL ROAD, THENCE 0.3 MILE WEST ALONG A TRAIL ROAD,
 RR0212'THENCE 0.5 MILE NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE WEST ALONG A
 RR0212'TRAIL ROAD, THENCE 4.0 MILES NORTH ALONG A TRAIL ROAD TO THE JUNCTION
 RR0212'OF A GRAVELED ROAD LEADING EAST AND NORTH, 102 FEET SOUTHWEST OF THE
 RR0212'CENTER LINE OF THE GRAVELED ROAD, 13 FEET WEST OF THE CENTER LINE OF
 RR0212'THE TRAIL ROAD, 5.3 FEET NORTH OF A FENCE CORNER POST, 1.4 FEET EAST
 RR0212'OF A FENCE LINE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE
 RR0212'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE--
 RR0212'POLLOCK HAS BEEN MOVED ABOUT 0.8 MI SOUTH. ORIGINAL SITE IS FLOODED.
 RR0212
 RR0212                          STATION RECOVERY (1967)
 RR0212
 RR0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0585 ***********************************************************************
 TE0585  DESIGNATION -  C 405 RESET
 TE0585  PID         -  TE0585
 TE0585  STATE/COUNTY-  ND/RAMSEY
 TE0585  USGS QUAD   -  LAKOTA NW (1971)
 TE0585
 TE0585                         *CURRENT SURVEY CONTROL
 TE0585  ___________________________________________________________________
 TE0585* NAD 83(1986)-  48 09 05.     (N)    098 27 55.     (W)     SCALED    
 TE0585* NAVD 88     -       458.750  (meters)    1505.08   (feet)  ADJUSTED  
 TE0585  ___________________________________________________________________
 TE0585  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 TE0585  DYNAMIC HT  -         458.830 (meters)    1505.34  (feet)  COMP
 TE0585  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TE0585
 TE0585  VERT ORDER  -  SECOND    CLASS 0
 TE0585
 TE0585.The horizontal coordinates were scaled from a topographic map and have
 TE0585.an estimated accuracy of +/- 6 seconds.
 TE0585
 TE0585.The orthometric height was determined by differential leveling
 TE0585.and adjusted by the National Geodetic Survey in June 1991..
 TE0585
 TE0585.The geoid height was determined by GEOID03.
 TE0585
 TE0585.The dynamic height is computed by dividing the NAVD 88
 TE0585.geopotential number by the normal gravity value computed on the
 TE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0585.degrees latitude (g = 980.6199 gals.).
 TE0585
 TE0585.The modeled gravity was interpolated from observed gravity values.
 TE0585
 TE0585;                    North         East    Units  Estimated Accuracy
 TE0585;SPC ND N     -   130,010.      751,370.      MT  (+/- 180 meters Scaled)
 TE0585
 TE0585                          SUPERSEDED SURVEY CONTROL
 TE0585
 TE0585  NGVD 29 (??/??/92)  458.371  (m)         1503.84   (f) ADJ UNCH    2 0
 TE0585
 TE0585.Superseded values are not recommended for survey control.
 TE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0585.See file dsdata.txt to determine how the superseded data were derived.
 TE0585
 TE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU397332(NAD 83)
 TE0585_MARKER: DB = BENCH MARK DISK
 TE0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0585_STAMPING: C 405 RESET 1964
 TE0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0585+STABILITY: SURFACE MOTION
 TE0585
 TE0585  HISTORY     - Date     Condition        Report By
 TE0585  HISTORY     - 1964     MONUMENTED       CGS
 TE0585
 TE0585                          STATION DESCRIPTION
 TE0585
 TE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0585'4.5 MI SE FROM SOUTHAM.
 TE0585'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE SOO LINE RAILROAD
 TE0585'STATION AT SOUTHAM, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, IN S
 TE0585'15, T 154 N, R 61 W, 101 FEET NORTHWEST OF THE CENTER OF THE
 TE0585'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD LEADING
 TE0585'NORTH, 81 FEET NORTH OF THE CENTER LINE OF THE ROAD, 58 FEET WEST OF
 TE0585'THE CENTER LINE OF THE ROAD LEADING NORTH, 1.6 FEET EAST OF A METAL
 TE0585'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD LEADING WEST,
 TE0585'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0225 ***********************************************************************
 TE0225  DESIGNATION -  C 406
 TE0225  PID         -  TE0225
 TE0225  STATE/COUNTY-  ND/CAVALIER
 TE0225  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0225
 TE0225                         *CURRENT SURVEY CONTROL
 TE0225  ___________________________________________________________________
 TE0225* NAD 83(1986)-  48 55 14.     (N)    098 28 27.     (W)     SCALED    
 TE0225* NAVD 88     -       475.308  (meters)    1559.41   (feet)  ADJUSTED  
 TE0225  ___________________________________________________________________
 TE0225  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE0225  DYNAMIC HT  -         475.422 (meters)    1559.78  (feet)  COMP
 TE0225  MODELED GRAV-     980,835.5   (mgal)                       NAVD 88
 TE0225
 TE0225  VERT ORDER  -  SECOND    CLASS 0
 TE0225
 TE0225.The horizontal coordinates were scaled from a topographic map and have
 TE0225.an estimated accuracy of +/- 6 seconds.
 TE0225
 TE0225.The orthometric height was determined by differential leveling
 TE0225.and adjusted by the National Geodetic Survey in June 1991..
 TE0225
 TE0225.The geoid height was determined by GEOID03.
 TE0225
 TE0225.The dynamic height is computed by dividing the NAVD 88
 TE0225.geopotential number by the normal gravity value computed on the
 TE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0225.degrees latitude (g = 980.6199 gals.).
 TE0225
 TE0225.The modeled gravity was interpolated from observed gravity values.
 TE0225
 TE0225;                    North         East    Units  Estimated Accuracy
 TE0225;SPC ND N     -   215,500.      748,460.      MT  (+/- 180 meters Scaled)
 TE0225
 TE0225                          SUPERSEDED SURVEY CONTROL
 TE0225
 TE0225  NGVD 29 (??/??/92)  474.926  (m)         1558.15   (f) ADJ UNCH    2 0
 TE0225
 TE0225.Superseded values are not recommended for survey control.
 TE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0225.See file dsdata.txt to determine how the superseded data were derived.
 TE0225
 TE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV385187(NAD 83)
 TE0225_MARKER: DB = BENCH MARK DISK
 TE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0225_STAMPING: C 406 1964
 TE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0225+STABILITY: SURFACE MOTION
 TE0225
 TE0225  HISTORY     - Date     Condition        Report By
 TE0225  HISTORY     - 1964     MONUMENTED       CGS
 TE0225  HISTORY     - 1968     GOOD             DOD
 TE0225
 TE0225                          STATION DESCRIPTION
 TE0225
 TE0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0225'8.2 MI NE FROM WALES.
 TE0225'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0225'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TE0225'NORTH ALONG A GRAVELED ROAD, 110 FEET EAST OF THE CENTER LINE OF THE
 TE0225'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD LEADING EAST,
 TE0225'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0225'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0225'INCHES, IN S 30, R 60 W, T 163 N.
 TE0225
 TE0225                          STATION RECOVERY (1968)
 TE0225
 TE0225'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0162 ***********************************************************************
 TE0162  DESIGNATION -  C 407
 TE0162  PID         -  TE0162
 TE0162  STATE/COUNTY-  ND/CAVALIER
 TE0162  USGS QUAD   -  MAIDA (1967)
 TE0162
 TE0162                         *CURRENT SURVEY CONTROL
 TE0162  ___________________________________________________________________
 TE0162* NAD 83(1986)-  48 55 13.     (N)    098 21 55.     (W)     SCALED    
 TE0162* NAVD 88     -       482.328  (meters)    1582.44   (feet)  ADJUSTED  
 TE0162  ___________________________________________________________________
 TE0162  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 TE0162  DYNAMIC HT  -         482.443 (meters)    1582.82  (feet)  COMP
 TE0162  MODELED GRAV-     980,833.3   (mgal)                       NAVD 88
 TE0162
 TE0162  VERT ORDER  -  SECOND    CLASS 0
 TE0162
 TE0162.The horizontal coordinates were scaled from a topographic map and have
 TE0162.an estimated accuracy of +/- 6 seconds.
 TE0162
 TE0162.The orthometric height was determined by differential leveling
 TE0162.and adjusted by the National Geodetic Survey in June 1991..
 TE0162
 TE0162.The geoid height was determined by GEOID03.
 TE0162
 TE0162.The dynamic height is computed by dividing the NAVD 88
 TE0162.geopotential number by the normal gravity value computed on the
 TE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0162.degrees latitude (g = 980.6199 gals.).
 TE0162
 TE0162.The modeled gravity was interpolated from observed gravity values.
 TE0162
 TE0162;                    North         East    Units  Estimated Accuracy
 TE0162;SPC ND N     -   215,680.      756,440.      MT  (+/- 180 meters Scaled)
 TE0162
 TE0162                          SUPERSEDED SURVEY CONTROL
 TE0162
 TE0162  NGVD 29 (??/??/92)  481.950  (m)         1581.20   (f) ADJ UNCH    2 0
 TE0162
 TE0162.Superseded values are not recommended for survey control.
 TE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0162.See file dsdata.txt to determine how the superseded data were derived.
 TE0162
 TE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV464187(NAD 83)
 TE0162_MARKER: DB = BENCH MARK DISK
 TE0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0162_STAMPING: C 407 1964
 TE0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0162+STABILITY: SURFACE MOTION
 TE0162
 TE0162  HISTORY     - Date     Condition        Report By
 TE0162  HISTORY     - 1964     MONUMENTED       CGS
 TE0162  HISTORY     - 1968     GOOD             DOD
 TE0162
 TE0162                          STATION DESCRIPTION
 TE0162
 TE0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0162'5.5 MI S FROM MAIDA.
 TE0162'ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0162'MAIDA, IN SECTION 26, R 60 W, T 163 N, 100 FEET WEST OF THE CENTER
 TE0162'LINE OF THE HIGHWAY, 77 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 TE0162'ROAD, 166 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING WEST TO
 TE0162'A FARM HOUSE, 42 FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 1.6
 TE0162'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 TE0162'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL
 TE0162'OF THE GROUND.
 TE0162
 TE0162                          STATION RECOVERY (1968)
 TE0162
 TE0162'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0902 ***********************************************************************
 TE0902  DESIGNATION -  C 408
 TE0902  PID         -  TE0902
 TE0902  STATE/COUNTY-  ND/CAVALIER
 TE0902  USGS QUAD   -  ALSEN (1970)
 TE0902
 TE0902                         *CURRENT SURVEY CONTROL
 TE0902  ___________________________________________________________________
 TE0902* NAD 83(1986)-  48 37 51.     (N)    098 42 29.     (W)     SCALED    
 TE0902* NAVD 88     -       482.058  (meters)    1581.55   (feet)  ADJUSTED  
 TE0902  ___________________________________________________________________
 TE0902  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 TE0902  DYNAMIC HT  -         482.159 (meters)    1581.88  (feet)  COMP
 TE0902  MODELED GRAV-     980,804.7   (mgal)                       NAVD 88
 TE0902
 TE0902  VERT ORDER  -  SECOND    CLASS 0
 TE0902
 TE0902.The horizontal coordinates were scaled from a topographic map and have
 TE0902.an estimated accuracy of +/- 6 seconds.
 TE0902
 TE0902.The orthometric height was determined by differential leveling
 TE0902.and adjusted by the National Geodetic Survey in June 1991..
 TE0902
 TE0902.The geoid height was determined by GEOID03.
 TE0902
 TE0902.The dynamic height is computed by dividing the NAVD 88
 TE0902.geopotential number by the normal gravity value computed on the
 TE0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0902.degrees latitude (g = 980.6199 gals.).
 TE0902
 TE0902.The modeled gravity was interpolated from observed gravity values.
 TE0902
 TE0902;                    North         East    Units  Estimated Accuracy
 TE0902;SPC ND N     -   182,860.      732,070.      MT  (+/- 180 meters Scaled)
 TE0902
 TE0902                          SUPERSEDED SURVEY CONTROL
 TE0902
 TE0902  NGVD 29 (??/??/92)  481.665  (m)         1580.26   (f) ADJ UNCH    2 0
 TE0902
 TE0902.Superseded values are not recommended for survey control.
 TE0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0902.See file dsdata.txt to determine how the superseded data were derived.
 TE0902
 TE0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU215864(NAD 83)
 TE0902_MARKER: DB = BENCH MARK DISK
 TE0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0902_STAMPING: C 408 1964
 TE0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0902+STABILITY: SURFACE MOTION
 TE0902
 TE0902  HISTORY     - Date     Condition        Report By
 TE0902  HISTORY     - 1964     MONUMENTED       CGS
 TE0902
 TE0902                          STATION DESCRIPTION
 TE0902
 TE0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0902'0.15 MI W FROM ALSEN.
 TE0902'ABOUT 0.15 MILE WEST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0902'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT ALSEN,
 TE0902'IN S 31, R 62 W, T 160 N, 8 RAILS EAST OF A CROSSING OF THE RAILROAD
 TE0902'AND A ROAD, 121 FEET NORTH ACROSS THE TRACK FROM THE CENTER LINE OF
 TE0902'THE ROAD, 105 FEET SOUTH OF A WOODEN SNOW FENCE, 70 FEET NORTHEAST OF
 TE0902'A SWITCH STAND, 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 6
 TE0902'FEET EAST OF A TELEGRAPH POLE, 1.7 FEET WEST OF A METAL WITNESS POST,
 TE0902'ABOUT LEVEL WITH THE ROAD AND THE TRACK, AND SET IN THE TOP OF A
 TE0902'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0417 ***********************************************************************
 TD0417  DESIGNATION -  C 409
 TD0417  PID         -  TD0417
 TD0417  STATE/COUNTY-  ND/WALSH
 TD0417  USGS QUAD   -  PARK RIVER (1963)
 TD0417
 TD0417                         *CURRENT SURVEY CONTROL
 TD0417  ___________________________________________________________________
 TD0417* NAD 83(1986)-  48 25 25.     (N)    097 43 54.     (W)     SCALED    
 TD0417* NAVD 88     -       296.572  (meters)     973.00   (feet)  ADJUSTED  
 TD0417  ___________________________________________________________________
 TD0417  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 TD0417  DYNAMIC HT  -         296.640 (meters)     973.23  (feet)  COMP
 TD0417  MODELED GRAV-     980,831.5   (mgal)                       NAVD 88
 TD0417
 TD0417  VERT ORDER  -  SECOND    CLASS 0
 TD0417
 TD0417.The horizontal coordinates were scaled from a topographic map and have
 TD0417.an estimated accuracy of +/- 6 seconds.
 TD0417
 TD0417.The orthometric height was determined by differential leveling
 TD0417.and adjusted by the National Geodetic Survey in June 1991..
 TD0417
 TD0417.The geoid height was determined by GEOID03.
 TD0417
 TD0417.The dynamic height is computed by dividing the NAVD 88
 TD0417.geopotential number by the normal gravity value computed on the
 TD0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0417.degrees latitude (g = 980.6199 gals.).
 TD0417
 TD0417.The modeled gravity was interpolated from observed gravity values.
 TD0417
 TD0417;                    North         East    Units  Estimated Accuracy
 TD0417;SPC ND N     -   161,960.      804,840.      MT  (+/- 180 meters Scaled)
 TD0417
 TD0417                          SUPERSEDED SURVEY CONTROL
 TD0417
 TD0417  NGVD 29 (??/??/92)  296.228  (m)          971.87   (f) ADJ UNCH    2 0
 TD0417
 TD0417.Superseded values are not recommended for survey control.
 TD0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0417.See file dsdata.txt to determine how the superseded data were derived.
 TD0417
 TD0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU938641(NAD 83)
 TD0417_MARKER: DB = BENCH MARK DISK
 TD0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0417_STAMPING: C 409 1964
 TD0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0417+STABILITY: SURFACE MOTION
 TD0417
 TD0417  HISTORY     - Date     Condition        Report By
 TD0417  HISTORY     - 1964     MONUMENTED       CGS
 TD0417
 TD0417                          STATION DESCRIPTION
 TD0417
 TD0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0417'2.7 MI N FROM PARK RIVER.
 TD0417'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0417'STATION AT PARK RIVER, THENCE 1.9 MILES NORTHEAST ALONG COUNTY ROAD
 TD0417'12, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TD0417'EAST, 105 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A DIRT
 TD0417'FARM ROAD, 61 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 TD0417'80 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD LEADING WEST, 1.9
 TD0417'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD0417'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, IN S
 TD0417'16, R 55 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0320 ***********************************************************************
 RQ0320  DESIGNATION -  C 41
 RQ0320  PID         -  RQ0320
 RQ0320  STATE/COUNTY-  ND/MCINTOSH
 RQ0320  USGS QUAD   -  DANZIG (1982)
 RQ0320
 RQ0320                         *CURRENT SURVEY CONTROL
 RQ0320  ___________________________________________________________________
 RQ0320* NAD 83(1986)-  46 09 45.     (N)    099 29 00.     (W)     SCALED    
 RQ0320* NAVD 88     -       617.380  (meters)    2025.52   (feet)  ADJUSTED  
 RQ0320  ___________________________________________________________________
 RQ0320  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 RQ0320  DYNAMIC HT  -         617.341 (meters)    2025.39  (feet)  COMP
 RQ0320  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 RQ0320
 RQ0320  VERT ORDER  -  SECOND    CLASS 0
 RQ0320
 RQ0320.The horizontal coordinates were scaled from a topographic map and have
 RQ0320.an estimated accuracy of +/- 6 seconds.
 RQ0320
 RQ0320.The orthometric height was determined by differential leveling
 RQ0320.and adjusted by the National Geodetic Survey in June 1991..
 RQ0320
 RQ0320.The geoid height was determined by GEOID03.
 RQ0320
 RQ0320.The dynamic height is computed by dividing the NAVD 88
 RQ0320.geopotential number by the normal gravity value computed on the
 RQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0320.degrees latitude (g = 980.6199 gals.).
 RQ0320
 RQ0320.The modeled gravity was interpolated from observed gravity values.
 RQ0320
 RQ0320;                    North         East    Units  Estimated Accuracy
 RQ0320;SPC ND S     -    55,620.      678,520.      MT  (+/- 180 meters Scaled)
 RQ0320
 RQ0320                          SUPERSEDED SURVEY CONTROL
 RQ0320
 RQ0320  NGVD 29 (??/??/92)  616.933  (m)         2024.05   (f) ADJ UNCH    2 0
 RQ0320
 RQ0320.Superseded values are not recommended for survey control.
 RQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0320.See file dsdata.txt to determine how the superseded data were derived.
 RQ0320
 RQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS626122(NAD 83)
 RQ0320_MARKER: DB = BENCH MARK DISK
 RQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0320_STAMPING: C 41 1934
 RQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0320+STABILITY: SURFACE MOTION
 RQ0320
 RQ0320  HISTORY     - Date     Condition        Report By
 RQ0320  HISTORY     - 1934     MONUMENTED       CGS
 RQ0320  HISTORY     - 1959     GOOD             NGS
 RQ0320
 RQ0320                          STATION DESCRIPTION
 RQ0320
 RQ0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0320'1.5 MI N FROM DANZIG.
 RQ0320'1.5 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0320'RAILWAY FROM THE STATION AT DANZIG, MCINTOSH COUNTY, AT MILEPOST 350,
 RQ0320'42 FEET EAST OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTH OF A POLE,
 RQ0320'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 41
 RQ0320'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS,
 RQ0320'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0380 ***********************************************************************
 TD0380  DESIGNATION -  C 410
 TD0380  PID         -  TD0380
 TD0380  STATE/COUNTY-  ND/WALSH
 TD0380  USGS QUAD   -  PARK RIVER (1963)
 TD0380
 TD0380                         *CURRENT SURVEY CONTROL
 TD0380  ___________________________________________________________________
 TD0380* NAD 83(1986)-  48 23 54.     (N)    097 44 30.     (W)     SCALED    
 TD0380* NAVD 88     -       303.104  (meters)     994.43   (feet)  ADJUSTED  
 TD0380  ___________________________________________________________________
 TD0380  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 TD0380  DYNAMIC HT  -         303.173 (meters)     994.66  (feet)  COMP
 TD0380  MODELED GRAV-     980,831.1   (mgal)                       NAVD 88
 TD0380
 TD0380  VERT ORDER  -  SECOND    CLASS 0
 TD0380
 TD0380.The horizontal coordinates were scaled from a topographic map and have
 TD0380.an estimated accuracy of +/- 6 seconds.
 TD0380
 TD0380.The orthometric height was determined by differential leveling
 TD0380.and adjusted by the National Geodetic Survey in June 1991..
 TD0380
 TD0380.The geoid height was determined by GEOID03.
 TD0380
 TD0380.The dynamic height is computed by dividing the NAVD 88
 TD0380.geopotential number by the normal gravity value computed on the
 TD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0380.degrees latitude (g = 980.6199 gals.).
 TD0380
 TD0380.The modeled gravity was interpolated from observed gravity values.
 TD0380
 TD0380;                    North         East    Units  Estimated Accuracy
 TD0380;SPC ND N     -   159,130.      804,200.      MT  (+/- 180 meters Scaled)
 TD0380
 TD0380                          SUPERSEDED SURVEY CONTROL
 TD0380
 TD0380  NGVD 29 (??/??/92)  302.761  (m)          993.31   (f) ADJ UNCH    2 0
 TD0380
 TD0380.Superseded values are not recommended for survey control.
 TD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0380.See file dsdata.txt to determine how the superseded data were derived.
 TD0380
 TD0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU931613(NAD 83)
 TD0380_MARKER: DB = BENCH MARK DISK
 TD0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0380_STAMPING: C 410 1964
 TD0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0380+STABILITY: SURFACE MOTION
 TD0380
 TD0380  HISTORY     - Date     Condition        Report By
 TD0380  HISTORY     - 1964     MONUMENTED       CGS
 TD0380
 TD0380                          STATION DESCRIPTION
 TD0380
 TD0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0380'IN PARK RIVER.
 TD0380'ABOUT 0.3 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0380'STATION AT PARK RIVER, IN S 21, R 55 W, T 157 N, 112 FEET WEST OF THE
 TD0380'CENTER OF THE CROSSING OF STATE HIGHWAY 17 AND THE MAIN TRACK, 46 FEET
 TD0380'NORTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF THE WEST RAIL
 TD0380'OF A SIDE TRACK, 43 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE AT
 TD0380'A TWO-STORIED HOUSE, 22 FEET NORTH OF A LIGHT POST, 11 FEET NORTH OF
 TD0380'THE SOUTH END OF A FENCE, 1.4 FEET EAST OF THE FENCE LINE, 1.8 FEET
 TD0380'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD0380'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0437 ***********************************************************************
 TD0437  DESIGNATION -  C 411
 TD0437  PID         -  TD0437
 TD0437  STATE/COUNTY-  ND/WALSH
 TD0437  USGS QUAD   -  EDINBURG NW (1972)
 TD0437
 TD0437                         *CURRENT SURVEY CONTROL
 TD0437  ___________________________________________________________________
 TD0437* NAD 83(1986)-  48 23 53.     (N)    097 58 14.     (W)     SCALED    
 TD0437* NAVD 88     -       438.858  (meters)    1439.82   (feet)  ADJUSTED  
 TD0437  ___________________________________________________________________
 TD0437  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 TD0437  DYNAMIC HT  -         438.945 (meters)    1440.11  (feet)  COMP
 TD0437  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TD0437
 TD0437  VERT ORDER  -  SECOND    CLASS 0
 TD0437
 TD0437.The horizontal coordinates were scaled from a topographic map and have
 TD0437.an estimated accuracy of +/- 6 seconds.
 TD0437
 TD0437.The orthometric height was determined by differential leveling
 TD0437.and adjusted by the National Geodetic Survey in June 1991..
 TD0437
 TD0437.The geoid height was determined by GEOID03.
 TD0437
 TD0437.The dynamic height is computed by dividing the NAVD 88
 TD0437.geopotential number by the normal gravity value computed on the
 TD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0437.degrees latitude (g = 980.6199 gals.).
 TD0437
 TD0437.The modeled gravity was interpolated from observed gravity values.
 TD0437
 TD0437;                    North         East    Units  Estimated Accuracy
 TD0437;SPC ND N     -   158,520.      787,260.      MT  (+/- 180 meters Scaled)
 TD0437
 TD0437                          SUPERSEDED SURVEY CONTROL
 TD0437
 TD0437  NGVD 29 (??/??/92)  438.485  (m)         1438.60   (f) ADJ UNCH    2 0
 TD0437
 TD0437.Superseded values are not recommended for survey control.
 TD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0437.See file dsdata.txt to determine how the superseded data were derived.
 TD0437
 TD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU761610(NAD 83)
 TD0437_MARKER: DB = BENCH MARK DISK
 TD0437_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0437_SP_SET: 8.5 FT
 TD0437_STAMPING: C 411 1964
 TD0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0437
 TD0437  HISTORY     - Date     Condition        Report By
 TD0437  HISTORY     - 1964     MONUMENTED       CGS
 TD0437  HISTORY     - 1968     GOOD             USAF
 TD0437
 TD0437                          STATION DESCRIPTION
 TD0437
 TD0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0437'5.0 MI E FROM ADAMS.
 TD0437'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0437'SOO LINE RAILROAD AT ADAMS, IN S 27, R 57 W, T 157 N, 118 FEET
 TD0437'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD, 102
 TD0437'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF THE
 TD0437'CENTER LINE OF THE ROAD LEADING SOUTH, 2 FEET WEST OF A POLE WHICH IS
 TD0437'A JUNCTION POLE FOR TWO POWER LINES, IN LINE WITH AN EAST-WEST LINE OF
 TD0437'POLES, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TD0437'HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TD0437'DRIVEN TO A DEPTH OF 8 1/2 FEET AND IS ENCASED IN A 5-INCH CAST IRON
 TD0437'PIPE PROJECTING 5 INCHES.
 TD0437
 TD0437                          STATION RECOVERY (1968)
 TD0437
 TD0437'RECOVERY NOTE BY US AIR FORCE 1968
 TD0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0483 ***********************************************************************
 TE0483  DESIGNATION -  C 412
 TE0483  PID         -  TE0483
 TE0483  STATE/COUNTY-  ND/RAMSEY
 TE0483  USGS QUAD   -  EDMORE (1972)
 TE0483
 TE0483                         *CURRENT SURVEY CONTROL
 TE0483  ___________________________________________________________________
 TE0483* NAD 83(1986)-  48 24 50.     (N)    098 23 00.     (W)     SCALED    
 TE0483* NAVD 88     -       467.271  (meters)    1533.04   (feet)  ADJUSTED  
 TE0483  ___________________________________________________________________
 TE0483  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0483  DYNAMIC HT  -         467.365 (meters)    1533.35  (feet)  COMP
 TE0483  MODELED GRAV-     980,796.9   (mgal)                       NAVD 88
 TE0483
 TE0483  VERT ORDER  -  SECOND    CLASS 0
 TE0483
 TE0483.The horizontal coordinates were scaled from a topographic map and have
 TE0483.an estimated accuracy of +/- 6 seconds.
 TE0483
 TE0483.The orthometric height was determined by differential leveling
 TE0483.and adjusted by the National Geodetic Survey in June 1991..
 TE0483
 TE0483.The geoid height was determined by GEOID03.
 TE0483
 TE0483.The dynamic height is computed by dividing the NAVD 88
 TE0483.geopotential number by the normal gravity value computed on the
 TE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0483.degrees latitude (g = 980.6199 gals.).
 TE0483
 TE0483.The modeled gravity was interpolated from observed gravity values.
 TE0483
 TE0483;                    North         East    Units  Estimated Accuracy
 TE0483;SPC ND N     -   159,350.      756,660.      MT  (+/- 180 meters Scaled)
 TE0483
 TE0483                          SUPERSEDED SURVEY CONTROL
 TE0483
 TE0483  NGVD 29 (??/??/92)  466.896  (m)         1531.81   (f) ADJ UNCH    2 0
 TE0483
 TE0483.Superseded values are not recommended for survey control.
 TE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0483.See file dsdata.txt to determine how the superseded data were derived.
 TE0483
 TE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU456624(NAD 83)
 TE0483_MARKER: DB = BENCH MARK DISK
 TE0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0483_SP_SET: CULVERT
 TE0483_STAMPING: C 412 1964
 TE0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0483
 TE0483  HISTORY     - Date     Condition        Report By
 TE0483  HISTORY     - 1964     MONUMENTED       CGS
 TE0483
 TE0483                          STATION DESCRIPTION
 TE0483
 TE0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0483'3.3 MI E FROM EDMORE.
 TE0483'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0483'AT EDMORE, IN S 15, R 60 W, T 157 N, ABOUT 107 YARDS NORTH OF THE
 TE0483'INTERSECTION OF STATE HIGHWAY 1, SET IN THE TOP OF THE SOUTH END OF
 TE0483'THE EAST CONCRETE HEAD WALL OF AN 18-FOOT CONCRETE CULVERT UNDER STATE
 TE0483'HIGHWAY 1, 21 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 1, 1
 TE0483'1/2 FEET NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 2 FEET
 TE0483'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0610 ***********************************************************************
 TD0610  DESIGNATION -  C 413
 TD0610  PID         -  TD0610
 TD0610  STATE/COUNTY-  ND/CAVALIER
 TD0610  USGS QUAD   -  UNION (1972)
 TD0610
 TD0610                         *CURRENT SURVEY CONTROL
 TD0610  ___________________________________________________________________
 TD0610* NAD 83(1986)-  48 35 49.     (N)    097 59 35.     (W)     SCALED    
 TD0610* NAVD 88     -       467.899  (meters)    1535.10   (feet)  ADJUSTED  
 TD0610  ___________________________________________________________________
 TD0610  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0610  DYNAMIC HT  -         467.994 (meters)    1535.41  (feet)  COMP
 TD0610  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 TD0610
 TD0610  VERT ORDER  -  SECOND    CLASS 0
 TD0610
 TD0610.The horizontal coordinates were scaled from a topographic map and have
 TD0610.an estimated accuracy of +/- 6 seconds.
 TD0610
 TD0610.The orthometric height was determined by differential leveling
 TD0610.and adjusted by the National Geodetic Survey in June 1991..
 TD0610
 TD0610.The geoid height was determined by GEOID03.
 TD0610
 TD0610.The dynamic height is computed by dividing the NAVD 88
 TD0610.geopotential number by the normal gravity value computed on the
 TD0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0610.degrees latitude (g = 980.6199 gals.).
 TD0610
 TD0610.The modeled gravity was interpolated from observed gravity values.
 TD0610
 TD0610;                    North         East    Units  Estimated Accuracy
 TD0610;SPC ND N     -   180,570.      784,880.      MT  (+/- 180 meters Scaled)
 TD0610
 TD0610                          SUPERSEDED SURVEY CONTROL
 TD0610
 TD0610  NGVD 29 (??/??/92)  467.523  (m)         1533.87   (f) ADJ UNCH    2 0
 TD0610
 TD0610.Superseded values are not recommended for survey control.
 TD0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0610.See file dsdata.txt to determine how the superseded data were derived.
 TD0610
 TD0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU742831(NAD 83)
 TD0610_MARKER: DB = BENCH MARK DISK
 TD0610_SETTING: 80 = SET IN A BOULDER
 TD0610_SP_SET: BOULDER
 TD0610_STAMPING: C 413 1964
 TD0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0610+STABILITY: SURFACE MOTION
 TD0610
 TD0610  HISTORY     - Date     Condition        Report By
 TD0610  HISTORY     - 1964     MONUMENTED       CGS
 TD0610
 TD0610                          STATION DESCRIPTION
 TD0610
 TD0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0610'3.05 MI SE FROM MILTON.
 TD0610'ABOUT 3.05 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0610'STATION AT MILTON, IN S 15, R 57 W, T 159 N, 2 POLES NORTHWEST OF
 TD0610'MILEPOST 53, 126 FEET NORTHEAST OF THE NORTHEAST RAIL, 27 1/2 FEET
 TD0610'NORTHEAST OF A FENCE, SET IN THE TOP OF A GRANITE BOULDER, 27.0 FEET
 TD0610'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 TD0610'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0306 ***********************************************************************
 TE0306  DESIGNATION -  C 414
 TE0306  PID         -  TE0306
 TE0306  STATE/COUNTY-  ND/WALSH
 TE0306  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0306
 TE0306                         *CURRENT SURVEY CONTROL
 TE0306  ___________________________________________________________________
 TE0306* NAD 83(1986)-  48 30 51.     (N)    098 04 43.     (W)     SCALED    
 TE0306* NAVD 88     -       484.162  (meters)    1588.45   (feet)  ADJUSTED  
 TE0306  ___________________________________________________________________
 TE0306  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 TE0306  DYNAMIC HT  -         484.254 (meters)    1588.76  (feet)  COMP
 TE0306  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TE0306
 TE0306  VERT ORDER  -  SECOND    CLASS 0
 TE0306
 TE0306.The horizontal coordinates were scaled from a topographic map and have
 TE0306.an estimated accuracy of +/- 6 seconds.
 TE0306
 TE0306.The orthometric height was determined by differential leveling
 TE0306.and adjusted by the National Geodetic Survey in June 1991..
 TE0306
 TE0306.The geoid height was determined by GEOID03.
 TE0306
 TE0306.The dynamic height is computed by dividing the NAVD 88
 TE0306.geopotential number by the normal gravity value computed on the
 TE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0306.degrees latitude (g = 980.6199 gals.).
 TE0306
 TE0306.The modeled gravity was interpolated from observed gravity values.
 TE0306
 TE0306;                    North         East    Units  Estimated Accuracy
 TE0306;SPC ND N     -   171,160.      778,860.      MT  (+/- 180 meters Scaled)
 TE0306
 TE0306                          SUPERSEDED SURVEY CONTROL
 TE0306
 TE0306  NGVD 29 (??/??/92)  483.778  (m)         1587.19   (f) ADJ UNCH    2 0
 TE0306
 TE0306.Superseded values are not recommended for survey control.
 TE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0306.See file dsdata.txt to determine how the superseded data were derived.
 TE0306
 TE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU680738(NAD 83)
 TE0306_MARKER: DB = BENCH MARK DISK
 TE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0306_STAMPING: C 414 1964
 TE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0306+STABILITY: SURFACE MOTION
 TE0306
 TE0306  HISTORY     - Date     Condition        Report By
 TE0306  HISTORY     - 1964     MONUMENTED       CGS
 TE0306  HISTORY     - 1968     GOOD             DOD
 TE0306  HISTORY     - 1980     GOOD
 TE0306
 TE0306                          STATION DESCRIPTION
 TE0306
 TE0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0306'9.0 MI E FROM FAIRDALE.
 TE0306'ABOUT 7.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0306'COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 2.0 MILES NORTH ALONG WALSH
 TE0306'COUNTY ROAD 16, IN S 12, T 158 N, R 58 W, 82 FEET EAST OF THE CENTER
 TE0306'OF THE INTERSECTION OF COUNTY ROAD 7, 51 FEET EAST OF THE CENTER LINE
 TE0306'OF THE ROAD, 64 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 7, 2 1/2
 TE0306'FEET NORTH OF A POWER POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 TE0306'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0306'CONCRETE POST PROJECTING 2 INCHES.
 TE0306
 TE0306                          STATION RECOVERY (1968)
 TE0306
 TE0306'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0306'RECOVERED IN GOOD CONDITION.
 TE0306
 TE0306                          STATION RECOVERY (1980)
 TE0306
 TE0306'RECOVERED 1980
 TE0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0699 ***********************************************************************
 TD0699  DESIGNATION -  C 415
 TD0699  PID         -  TD0699
 TD0699  STATE/COUNTY-  ND/CAVALIER
 TD0699  USGS QUAD   -  UNION (1972)
 TD0699
 TD0699                         *CURRENT SURVEY CONTROL
 TD0699  ___________________________________________________________________
 TD0699* NAD 83(1986)-  48 32 36.     (N)    097 59 31.     (W)     SCALED    
 TD0699* NAVD 88     -       460.092  (meters)    1509.49   (feet)  ADJUSTED  
 TD0699  ___________________________________________________________________
 TD0699  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 TD0699  DYNAMIC HT  -         460.183 (meters)    1509.78  (feet)  COMP
 TD0699  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TD0699
 TD0699  VERT ORDER  -  SECOND    CLASS 0
 TD0699
 TD0699.The horizontal coordinates were scaled from a topographic map and have
 TD0699.an estimated accuracy of +/- 6 seconds.
 TD0699
 TD0699.The orthometric height was determined by differential leveling
 TD0699.and adjusted by the National Geodetic Survey in June 1991..
 TD0699
 TD0699.The geoid height was determined by GEOID03.
 TD0699
 TD0699.The dynamic height is computed by dividing the NAVD 88
 TD0699.geopotential number by the normal gravity value computed on the
 TD0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0699.degrees latitude (g = 980.6199 gals.).
 TD0699
 TD0699.The modeled gravity was interpolated from observed gravity values.
 TD0699
 TD0699;                    North         East    Units  Estimated Accuracy
 TD0699;SPC ND N     -   174,610.      785,150.      MT  (+/- 180 meters Scaled)
 TD0699
 TD0699                          SUPERSEDED SURVEY CONTROL
 TD0699
 TD0699  NGVD 29 (??/??/92)  459.714  (m)         1508.24   (f) ADJ UNCH    2 0
 TD0699
 TD0699.Superseded values are not recommended for survey control.
 TD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0699.See file dsdata.txt to determine how the superseded data were derived.
 TD0699
 TD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU744771(NAD 83)
 TD0699_MARKER: DB = BENCH MARK DISK
 TD0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0699_STAMPING: C 415 1964
 TD0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0699+STABILITY: SURFACE MOTION
 TD0699
 TD0699  HISTORY     - Date     Condition        Report By
 TD0699  HISTORY     - 1964     MONUMENTED       CGS
 TD0699  HISTORY     - 1968     GOOD             DOD
 TD0699
 TD0699                          STATION DESCRIPTION
 TD0699
 TD0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0699'7.4 MI NW FROM EDINBURG.
 TD0699'ABOUT 4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0699'STATION AT EDINBURG, THENCE 2.6 MILES WEST ALONG WALSH COUNTY ROAD 1,
 TD0699'IN S 34, T 159 N, R 57 W, ABOUT ON THE WALSH-CAVALIER COUNTY LINE, 47
 TD0699'FEET NORTH OF THE CENTER LINE OF THE ROAD, 63 FEET EAST OF THE CENTER
 TD0699'LINE OF A NORTH-SOUTH DIRT ROAD, 3 FEET NORTH OF A TELEPHONE POLE, 1.3
 TD0699'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TD0699'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TD0699
 TD0699                          STATION RECOVERY (1968)
 TD0699
 TD0699'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TD0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0428 ***********************************************************************
 TD0428  DESIGNATION -  C 416
 TD0428  PID         -  TD0428
 TD0428  STATE/COUNTY-  ND/WALSH
 TD0428  USGS QUAD   -  EDINBURG NW (1972)
 TD0428
 TD0428                         *CURRENT SURVEY CONTROL
 TD0428  ___________________________________________________________________
 TD0428* NAD 83(1986)-  48 28 09.     (N)    097 57 25.     (W)     SCALED    
 TD0428* NAVD 88     -       427.812  (meters)    1403.58   (feet)  ADJUSTED  
 TD0428  ___________________________________________________________________
 TD0428  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 TD0428  DYNAMIC HT  -         427.897 (meters)    1403.86  (feet)  COMP
 TD0428  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TD0428
 TD0428  VERT ORDER  -  SECOND    CLASS 0
 TD0428
 TD0428.The horizontal coordinates were scaled from a topographic map and have
 TD0428.an estimated accuracy of +/- 6 seconds.
 TD0428
 TD0428.The orthometric height was determined by differential leveling
 TD0428.and adjusted by the National Geodetic Survey in June 1991..
 TD0428
 TD0428.The geoid height was determined by GEOID03.
 TD0428
 TD0428.The dynamic height is computed by dividing the NAVD 88
 TD0428.geopotential number by the normal gravity value computed on the
 TD0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0428.degrees latitude (g = 980.6199 gals.).
 TD0428
 TD0428.The modeled gravity was interpolated from observed gravity values.
 TD0428
 TD0428;                    North         East    Units  Estimated Accuracy
 TD0428;SPC ND N     -   166,450.      788,010.      MT  (+/- 180 meters Scaled)
 TD0428
 TD0428                          SUPERSEDED SURVEY CONTROL
 TD0428
 TD0428  NGVD 29 (??/??/92)  427.430  (m)         1402.33   (f) ADJ UNCH    2 0
 TD0428
 TD0428.Superseded values are not recommended for survey control.
 TD0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0428.See file dsdata.txt to determine how the superseded data were derived.
 TD0428
 TD0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU770689(NAD 83)
 TD0428_MARKER: DB = BENCH MARK DISK
 TD0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0428_STAMPING: C 416 1964
 TD0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0428+STABILITY: SURFACE MOTION
 TD0428
 TD0428  HISTORY     - Date     Condition        Report By
 TD0428  HISTORY     - 1964     MONUMENTED       CGS
 TD0428
 TD0428                          STATION DESCRIPTION
 TD0428
 TD0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0428'7.3 MI SW FROM EDINBURG.
 TD0428'ABOUT 5.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0428'EDINBURG, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.7
 TD0428'MILE EAST ALONG A GRAVELED ROAD, IN SECTION 35, T 158 N, R 57 W, 83
 TD0428'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE,
 TD0428'1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 TD0428'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0434 ***********************************************************************
 TE0434  DESIGNATION -  C 417
 TE0434  PID         -  TE0434
 TE0434  STATE/COUNTY-  ND/WALSH
 TE0434  USGS QUAD   -  FAIRDALE (1972)
 TE0434
 TE0434                         *CURRENT SURVEY CONTROL
 TE0434  ___________________________________________________________________
 TE0434* NAD 83(1986)-  48 29 07.     (N)    098 08 34.     (W)     SCALED    
 TE0434* NAVD 88     -       485.296  (meters)    1592.18   (feet)  ADJUSTED  
 TE0434  ___________________________________________________________________
 TE0434  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE0434  DYNAMIC HT  -         485.390 (meters)    1592.48  (feet)  COMP
 TE0434  MODELED GRAV-     980,789.3   (mgal)                       NAVD 88
 TE0434
 TE0434  VERT ORDER  -  SECOND    CLASS 0
 TE0434
 TE0434.The horizontal coordinates were scaled from a topographic map and have
 TE0434.an estimated accuracy of +/- 6 seconds.
 TE0434
 TE0434.The orthometric height was determined by differential leveling
 TE0434.and adjusted by the National Geodetic Survey in June 1991..
 TE0434
 TE0434.The geoid height was determined by GEOID03.
 TE0434
 TE0434.The dynamic height is computed by dividing the NAVD 88
 TE0434.geopotential number by the normal gravity value computed on the
 TE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0434.degrees latitude (g = 980.6199 gals.).
 TE0434
 TE0434.The modeled gravity was interpolated from observed gravity values.
 TE0434
 TE0434;                    North         East    Units  Estimated Accuracy
 TE0434;SPC ND N     -   167,810.      774,220.      MT  (+/- 180 meters Scaled)
 TE0434
 TE0434                          SUPERSEDED SURVEY CONTROL
 TE0434
 TE0434  NGVD 29 (??/??/92)  484.915  (m)         1590.93   (f) ADJ UNCH    2 0
 TE0434
 TE0434.Superseded values are not recommended for survey control.
 TE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0434.See file dsdata.txt to determine how the superseded data were derived.
 TE0434
 TE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU633705(NAD 83)
 TE0434_MARKER: DB = BENCH MARK DISK
 TE0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0434_SP_SET: CULVERT
 TE0434_STAMPING: C 417 1964
 TE0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0434
 TE0434  HISTORY     - Date     Condition        Report By
 TE0434  HISTORY     - 1964     MONUMENTED       CGS
 TE0434
 TE0434                          STATION DESCRIPTION
 TE0434
 TE0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0434'4.1 MI E FROM FAIRDALE.
 TE0434'ABOUT 4.1 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0434'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 21, T 158 N, R 58 W,
 TE0434'ABOUT 0.1 MILE EAST OF THE JUNCTION OF COUNTY ROAD 9 AND A GRAVELED
 TE0434'ROAD LEADING NORTH, SET IN THE TOP OF THE EAST END OF THE NORTH
 TE0434'CONCRETE HEADWALL OF AN 18 FOOT CONCRETE BOX CULVERT, 19 FEET NORTH OF
 TE0434'THE CENTER LINE OF THE COUNTY ROAD, 0.5 FOOT WEST OF THE EAST END OF
 TE0434'THE HEADWALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0473 ***********************************************************************
 TD0473  DESIGNATION -  C 418
 TD0473  PID         -  TD0473
 TD0473  STATE/COUNTY-  ND/WALSH
 TD0473  USGS QUAD   -  PISEK (1963)
 TD0473
 TD0473                         *CURRENT SURVEY CONTROL
 TD0473  ___________________________________________________________________
 TD0473* NAD 83(1986)-  48 21 14.     (N)    097 38 48.     (W)     SCALED    
 TD0473* NAVD 88     -       282.547  (meters)     926.99   (feet)  ADJUSTED  
 TD0473  ___________________________________________________________________
 TD0473  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 TD0473  DYNAMIC HT  -         282.615 (meters)     927.21  (feet)  COMP
 TD0473  MODELED GRAV-     980,844.2   (mgal)                       NAVD 88
 TD0473
 TD0473  VERT ORDER  -  SECOND    CLASS 0
 TD0473
 TD0473.The horizontal coordinates were scaled from a topographic map and have
 TD0473.an estimated accuracy of +/- 6 seconds.
 TD0473
 TD0473.The orthometric height was determined by differential leveling
 TD0473.and adjusted by the National Geodetic Survey in June 1991..
 TD0473
 TD0473.The geoid height was determined by GEOID03.
 TD0473
 TD0473.The dynamic height is computed by dividing the NAVD 88
 TD0473.geopotential number by the normal gravity value computed on the
 TD0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0473.degrees latitude (g = 980.6199 gals.).
 TD0473
 TD0473.The modeled gravity was interpolated from observed gravity values.
 TD0473
 TD0473;                    North         East    Units  Estimated Accuracy
 TD0473;SPC ND N     -   154,450.      811,410.      MT  (+/- 180 meters Scaled)
 TD0473
 TD0473                          SUPERSEDED SURVEY CONTROL
 TD0473
 TD0473  NGVD 29 (??/??/92)  282.217  (m)          925.91   (f) ADJ UNCH    2 0
 TD0473
 TD0473.Superseded values are not recommended for survey control.
 TD0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0473.See file dsdata.txt to determine how the superseded data were derived.
 TD0473
 TD0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU002565(NAD 83)
 TD0473_MARKER: DB = BENCH MARK DISK
 TD0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0473_STAMPING: C 418 1964
 TD0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0473+STABILITY: SURFACE MOTION
 TD0473
 TD0473  HISTORY     - Date     Condition        Report By
 TD0473  HISTORY     - 1964     MONUMENTED       CGS
 TD0473
 TD0473                          STATION DESCRIPTION
 TD0473
 TD0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0473'7.6 MI SE FROM PARK RIVER.
 TD0473'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0473'GREAT NORTHERN RAILWAY AT PARK RIVER, THENCE 3.0 MILES SOUTH ALONG A
 TD0473'GRAVELED ROAD, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, IN S 12, T
 TD0473'156 N, R 55 W, 60 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 TD0473'GRAVELED DRIVE LEADING NORTH, 47 FEET SOUTH OF THE CENTER LINE OF THE
 TD0473'ROAD, 39 FEET WEST OF THE EXTENDED CENTER LINE OF THE DRIVE, 6 FEET
 TD0473'NORTH OF THE MORE NORTHERLY OF TWO ROWS OF SMALL TREES, 1.6 FEET WEST
 TD0473'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND
 TD0473'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0531 ***********************************************************************
 TD0531  DESIGNATION -  C 419
 TD0531  PID         -  TD0531
 TD0531  STATE/COUNTY-  ND/WALSH
 TD0531  USGS QUAD   -  FORDVILLE (1979)
 TD0531
 TD0531                         *CURRENT SURVEY CONTROL
 TD0531  ___________________________________________________________________
 TD0531* NAD 83(1986)-  48 13 00.     (N)    097 48 22.     (W)     SCALED    
 TD0531* NAVD 88     -       339.216  (meters)    1112.91   (feet)  ADJUSTED  
 TD0531  ___________________________________________________________________
 TD0531  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 TD0531  DYNAMIC HT  -         339.285 (meters)    1113.14  (feet)  COMP
 TD0531  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 TD0531
 TD0531  VERT ORDER  -  SECOND    CLASS 0
 TD0531
 TD0531.The horizontal coordinates were scaled from a topographic map and have
 TD0531.an estimated accuracy of +/- 6 seconds.
 TD0531
 TD0531.The orthometric height was determined by differential leveling
 TD0531.and adjusted by the National Geodetic Survey in June 1991..
 TD0531
 TD0531.The geoid height was determined by GEOID03.
 TD0531
 TD0531.The dynamic height is computed by dividing the NAVD 88
 TD0531.geopotential number by the normal gravity value computed on the
 TD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0531.degrees latitude (g = 980.6199 gals.).
 TD0531
 TD0531.The modeled gravity was interpolated from observed gravity values.
 TD0531
 TD0531;                    North         East    Units  Estimated Accuracy
 TD0531;SPC ND N     -   138,770.      800,140.      MT  (+/- 180 meters Scaled)
 TD0531
 TD0531                          SUPERSEDED SURVEY CONTROL
 TD0531
 TD0531  NGVD 29 (??/??/92)  338.865  (m)         1111.76   (f) ADJ UNCH    2 0
 TD0531
 TD0531.Superseded values are not recommended for survey control.
 TD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0531.See file dsdata.txt to determine how the superseded data were derived.
 TD0531
 TD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU886410(NAD 83)
 TD0531_MARKER: DB = BENCH MARK DISK
 TD0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0531_SP_SET: ABUTMENT
 TD0531_STAMPING: C 419 1964
 TD0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0531
 TD0531  HISTORY     - Date     Condition        Report By
 TD0531  HISTORY     - 1964     MONUMENTED       CGS
 TD0531  HISTORY     - 1983     GOOD             USPSQD
 TD0531
 TD0531                          STATION DESCRIPTION
 TD0531
 TD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0531'0.7 MI W FROM FORDVILLE.
 TD0531'ABOUT 0.7 MILE WEST ALONG COUNTY ROAD 19 FROM THE SOO LINE RAILROAD
 TD0531'STATION AT FORDVILLE, IN S 26, T 155 N, R 56 W, 20 FEET NORTH OF THE
 TD0531'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 TD0531'CONCRETE ABUTMENT OF A 120-FOOT CONCRETE BRIDGE OVER THE MIDDLE BRANCH
 TD0531'FOREST RIVER, 1/2 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT, AND
 TD0531'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
 TD0531
 TD0531                          STATION RECOVERY (1983)
 TD0531
 TD0531'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0420 ***********************************************************************
 RQ0420  DESIGNATION -  C 42
 RQ0420  PID         -  RQ0420
 RQ0420  STATE/COUNTY-  ND/LOGAN
 RQ0420  USGS QUAD   -  MC KENNA LAKE NORTH (1980)
 RQ0420
 RQ0420                         *CURRENT SURVEY CONTROL
 RQ0420  ___________________________________________________________________
 RQ0420* NAD 83(1986)-  46 31 26.     (N)    099 51 03.     (W)     SCALED    
 RQ0420* NAVD 88     -       591.312  (meters)    1940.00   (feet)  ADJUSTED  
 RQ0420  ___________________________________________________________________
 RQ0420  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 RQ0420  DYNAMIC HT  -         591.312 (meters)    1940.00  (feet)  COMP
 RQ0420  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 RQ0420
 RQ0420  VERT ORDER  -  SECOND    CLASS 0
 RQ0420
 RQ0420.The horizontal coordinates were scaled from a topographic map and have
 RQ0420.an estimated accuracy of +/- 6 seconds.
 RQ0420
 RQ0420.The orthometric height was determined by differential leveling
 RQ0420.and adjusted by the National Geodetic Survey in June 1991..
 RQ0420
 RQ0420.The geoid height was determined by GEOID03.
 RQ0420
 RQ0420.The dynamic height is computed by dividing the NAVD 88
 RQ0420.geopotential number by the normal gravity value computed on the
 RQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0420.degrees latitude (g = 980.6199 gals.).
 RQ0420
 RQ0420.The modeled gravity was interpolated from observed gravity values.
 RQ0420
 RQ0420;                    North         East    Units  Estimated Accuracy
 RQ0420;SPC ND S     -    95,490.      649,810.      MT  (+/- 180 meters Scaled)
 RQ0420
 RQ0420                          SUPERSEDED SURVEY CONTROL
 RQ0420
 RQ0420  NGVD 29 (??/??/92)  590.888  (m)         1938.61   (f) ADJ UNCH    2 0
 RQ0420
 RQ0420.Superseded values are not recommended for survey control.
 RQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0420.See file dsdata.txt to determine how the superseded data were derived.
 RQ0420
 RQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS347526(NAD 83)
 RQ0420_MARKER: DB = BENCH MARK DISK
 RQ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0420_STAMPING: C 42 1934
 RQ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0420+STABILITY: SURFACE MOTION
 RQ0420
 RQ0420  HISTORY     - Date     Condition        Report By
 RQ0420  HISTORY     - 1934     MONUMENTED       CGS
 RQ0420  HISTORY     - 1959     GOOD             NGS
 RQ0420
 RQ0420                          STATION DESCRIPTION
 RQ0420
 RQ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0420'5.4 MI E FROM KINTYRE.
 RQ0420'IN LOGAN COUNTY, ABOUT 5.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL
 RQ0420'AND SAULT STE. MARIE RAILWAY FROM THE STATION AT KINTYRE, EMMONS
 RQ0420'COUNTY, ABOUT 3 POLES SOUTHEAST OF MILEPOST 367, ABOUT 5 POLES
 RQ0420'SOUTHEAST OF A PUBLIC-ROAD CROSSING, 44 FEET NORTHEAST OF THE CENTER
 RQ0420'LINE OF THE TRACK, 6 FEET SOUTHWEST OF A FENCE, 4 FEET SOUTHEAST OF A
 RQ0420'POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RQ0420'C 42 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 RQ0420'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0420'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0540 ***********************************************************************
 TE0540  DESIGNATION -  C 420
 TE0540  PID         -  TE0540
 TE0540  STATE/COUNTY-  ND/WALSH
 TE0540  USGS QUAD   -  ADAMS SE (1972)
 TE0540
 TE0540                         *CURRENT SURVEY CONTROL
 TE0540  ___________________________________________________________________
 TE0540* NAD 83(1986)-  48 18 37.     (N)    098 05 23.     (W)     SCALED    
 TE0540* NAVD 88     -       474.438  (meters)    1556.55   (feet)  ADJUSTED  
 TE0540  ___________________________________________________________________
 TE0540  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 TE0540  DYNAMIC HT  -         474.526 (meters)    1556.84  (feet)  COMP
 TE0540  MODELED GRAV-     980,782.8   (mgal)                       NAVD 88
 TE0540
 TE0540  VERT ORDER  -  SECOND    CLASS 0
 TE0540
 TE0540.The horizontal coordinates were scaled from a topographic map and have
 TE0540.an estimated accuracy of +/- 6 seconds.
 TE0540
 TE0540.The orthometric height was determined by differential leveling
 TE0540.and adjusted by the National Geodetic Survey in June 1991..
 TE0540
 TE0540.The geoid height was determined by GEOID03.
 TE0540
 TE0540.The dynamic height is computed by dividing the NAVD 88
 TE0540.geopotential number by the normal gravity value computed on the
 TE0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0540.degrees latitude (g = 980.6199 gals.).
 TE0540
 TE0540.The modeled gravity was interpolated from observed gravity values.
 TE0540
 TE0540;                    North         East    Units  Estimated Accuracy
 TE0540;SPC ND N     -   148,480.      778,750.      MT  (+/- 180 meters Scaled)
 TE0540
 TE0540                          SUPERSEDED SURVEY CONTROL
 TE0540
 TE0540  NGVD 29 (??/??/92)  474.060  (m)         1555.31   (f) ADJ UNCH    2 0
 TE0540
 TE0540.Superseded values are not recommended for survey control.
 TE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0540.See file dsdata.txt to determine how the superseded data were derived.
 TE0540
 TE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU674511(NAD 83)
 TE0540_MARKER: DB = BENCH MARK DISK
 TE0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0540_STAMPING: C 420 1964
 TE0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0540+STABILITY: SURFACE MOTION
 TE0540
 TE0540  HISTORY     - Date     Condition        Report By
 TE0540  HISTORY     - 1964     MONUMENTED       CGS
 TE0540
 TE0540                          STATION DESCRIPTION
 TE0540
 TE0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0540'7.7 MI W FROM LANKIN.
 TE0540'ABOUT 7.7 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0540'ELEVATOR AT LANKIN, IN S 27, T 156 N, R 58 W, ABOUT 0.6 MILE WEST OF
 TE0540'THE INTERSECTION OF COUNTY ROAD 16, 52 FEET SOUTH OF THE CENTER OF THE
 TE0540'JUNCTION OF A GRAVELED DRIVE LEADING NORTH, DIRECTLY IN THE EXTENDED
 TE0540'CENTER LINE OF THE DRIVE, 1 1/2 FEET NORTH OF A FENCE LINE, 1.4 FEET
 TE0540'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TE0540'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0468 ***********************************************************************
 TD0468  DESIGNATION -  C 421
 TD0468  PID         -  TD0468
 TD0468  STATE/COUNTY-  ND/WALSH
 TD0468  USGS QUAD   -  PISEK (1963)
 TD0468
 TD0468                         *CURRENT SURVEY CONTROL
 TD0468  ___________________________________________________________________
 TD0468* NAD 83(1986)-  48 18 39.     (N)    097 39 54.     (W)     SCALED    
 TD0468* NAVD 88     -       287.656  (meters)     943.75   (feet)  ADJUSTED  
 TD0468  ___________________________________________________________________
 TD0468  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 TD0468  DYNAMIC HT  -         287.724 (meters)     943.97  (feet)  COMP
 TD0468  MODELED GRAV-     980,838.2   (mgal)                       NAVD 88
 TD0468
 TD0468  VERT ORDER  -  SECOND    CLASS 0
 TD0468
 TD0468.The horizontal coordinates were scaled from a topographic map and have
 TD0468.an estimated accuracy of +/- 6 seconds.
 TD0468
 TD0468.The orthometric height was determined by differential leveling
 TD0468.and adjusted by the National Geodetic Survey in June 1991..
 TD0468
 TD0468.The geoid height was determined by GEOID03.
 TD0468
 TD0468.The dynamic height is computed by dividing the NAVD 88
 TD0468.geopotential number by the normal gravity value computed on the
 TD0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0468.degrees latitude (g = 980.6199 gals.).
 TD0468
 TD0468.The modeled gravity was interpolated from observed gravity values.
 TD0468
 TD0468;                    North         East    Units  Estimated Accuracy
 TD0468;SPC ND N     -   149,610.      810,230.      MT  (+/- 180 meters Scaled)
 TD0468
 TD0468                          SUPERSEDED SURVEY CONTROL
 TD0468
 TD0468  NGVD 29 (??/??/92)  287.321  (m)          942.65   (f) ADJ UNCH    2 0
 TD0468
 TD0468.Superseded values are not recommended for survey control.
 TD0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0468.See file dsdata.txt to determine how the superseded data were derived.
 TD0468
 TD0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU989517(NAD 83)
 TD0468_MARKER: DB = BENCH MARK DISK
 TD0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0468_STAMPING: C 421 1964
 TD0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0468+STABILITY: SURFACE MOTION
 TD0468
 TD0468  HISTORY     - Date     Condition        Report By
 TD0468  HISTORY     - 1964     MONUMENTED       CGS
 TD0468
 TD0468                          STATION DESCRIPTION
 TD0468
 TD0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0468'1.8 MI E FROM PISEK.
 TD0468'ABOUT 1.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK, IN
 TD0468'S 24, T 156 N, R 55 W, 88 FEET NORTHEAST OF THE CENTER OF THE
 TD0468'INTERSECTION OF A GRAVELED ROAD LEADING NORTH AND A DIRT ROAD LEADING
 TD0468'SOUTH, 68 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 56
 TD0468'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 3 FEET WEST OF
 TD0468'A TELEPHONE POLE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 TD0468'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TD0468'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0346 ***********************************************************************
 RQ0346  DESIGNATION -  C 43
 RQ0346  PID         -  RQ0346
 RQ0346  STATE/COUNTY-  ND/LOGAN
 RQ0346  USGS QUAD   -  LEHR (1982)
 RQ0346
 RQ0346                         *CURRENT SURVEY CONTROL
 RQ0346  ___________________________________________________________________
 RQ0346* NAD 83(1986)-  46 17 17.     (N)    099 19 15.     (W)     SCALED    
 RQ0346* NAVD 88     -       619.993  (meters)    2034.09   (feet)  ADJUSTED  
 RQ0346  ___________________________________________________________________
 RQ0346  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 RQ0346  DYNAMIC HT  -         619.962 (meters)    2033.99  (feet)  COMP
 RQ0346  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 RQ0346
 RQ0346  VERT ORDER  -  SECOND    CLASS 0
 RQ0346
 RQ0346.The horizontal coordinates were scaled from a topographic map and have
 RQ0346.an estimated accuracy of +/- 6 seconds.
 RQ0346
 RQ0346.The orthometric height was determined by differential leveling
 RQ0346.and adjusted by the National Geodetic Survey in June 1991..
 RQ0346
 RQ0346.The geoid height was determined by GEOID03.
 RQ0346
 RQ0346.The dynamic height is computed by dividing the NAVD 88
 RQ0346.geopotential number by the normal gravity value computed on the
 RQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0346.degrees latitude (g = 980.6199 gals.).
 RQ0346
 RQ0346.The modeled gravity was interpolated from observed gravity values.
 RQ0346
 RQ0346;                    North         East    Units  Estimated Accuracy
 RQ0346;SPC ND S     -    69,750.      690,860.      MT  (+/- 180 meters Scaled)
 RQ0346
 RQ0346                          SUPERSEDED SURVEY CONTROL
 RQ0346
 RQ0346  NGVD 29 (??/??/92)  619.549  (m)         2032.64   (f) ADJ UNCH    2 0
 RQ0346
 RQ0346.Superseded values are not recommended for survey control.
 RQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0346.See file dsdata.txt to determine how the superseded data were derived.
 RQ0346
 RQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS752261(NAD 83)
 RQ0346_MARKER: DB = BENCH MARK DISK
 RQ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0346_STAMPING: C 43 1934
 RQ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0346+STABILITY: SURFACE MOTION
 RQ0346
 RQ0346  HISTORY     - Date     Condition        Report By
 RQ0346  HISTORY     - 1934     MONUMENTED       CGS
 RQ0346  HISTORY     - 1959     GOOD             NGS
 RQ0346
 RQ0346                          STATION DESCRIPTION
 RQ0346
 RQ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0346'1.7 MI E FROM LEHR.
 RQ0346'1.7 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0346'RAILROAD FROM THE STATION AT LEHR, LOGAN COUNTY, OPPOSITE MILEPOST
 RQ0346'329, 2 POLES WEST OF CULVERT X 328 R, 48 FEET SOUTH OF THE CENTERLINE
 RQ0346'OF THE TRACK, ON THE SIDE OF A LITTLE KNOLL, 2 FEET NORTH OF A FENCE,
 RQ0346'AND ABOUT 5 FEET HIGHER THAN THE RAIL.  NOTE-- THE MINNEAPOLIS, ST.
 RQ0346'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1082 ***********************************************************************
 SL1082  DESIGNATION -  C 434
 SL1082  PID         -  SL1082
 SL1082  STATE/COUNTY-  ND/STEELE
 SL1082  USGS QUAD   -  SHARON (1967)
 SL1082
 SL1082                         *CURRENT SURVEY CONTROL
 SL1082  ___________________________________________________________________
 SL1082* NAD 83(1986)-  47 30 51.     (N)    097 52 41.     (W)     SCALED    
 SL1082* NAVD 88     -       470.006  (meters)    1542.01   (feet)  ADJUSTED  
 SL1082  ___________________________________________________________________
 SL1082  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL1082  DYNAMIC HT  -         470.056 (meters)    1542.18  (feet)  COMP
 SL1082  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SL1082
 SL1082  VERT ORDER  -  SECOND    CLASS 0
 SL1082
 SL1082.The horizontal coordinates were scaled from a topographic map and have
 SL1082.an estimated accuracy of +/- 6 seconds.
 SL1082
 SL1082.The orthometric height was determined by differential leveling
 SL1082.and adjusted by the National Geodetic Survey in June 1991..
 SL1082
 SL1082.The geoid height was determined by GEOID03.
 SL1082
 SL1082.The dynamic height is computed by dividing the NAVD 88
 SL1082.geopotential number by the normal gravity value computed on the
 SL1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1082.degrees latitude (g = 980.6199 gals.).
 SL1082
 SL1082.The modeled gravity was interpolated from observed gravity values.
 SL1082
 SL1082;                    North         East    Units  Estimated Accuracy
 SL1082;SPC ND N     -    60,530.      797,450.      MT  (+/- 180 meters Scaled)
 SL1082
 SL1082                          SUPERSEDED SURVEY CONTROL
 SL1082
 SL1082  NGVD 29 (??/??/92)  469.639  (m)         1540.81   (f) ADJ UNCH    2 0
 SL1082
 SL1082.Superseded values are not recommended for survey control.
 SL1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1082.See file dsdata.txt to determine how the superseded data were derived.
 SL1082
 SL1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT844629(NAD 83)
 SL1082_MARKER: DB = BENCH MARK DISK
 SL1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1082_STAMPING: C 434 1963
 SL1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1082+STABILITY: SURFACE MOTION
 SL1082
 SL1082  HISTORY     - Date     Condition        Report By
 SL1082  HISTORY     - 1963     MONUMENTED       CGS
 SL1082  HISTORY     - 1968     GOOD             DOD
 SL1082
 SL1082                          STATION DESCRIPTION
 SL1082
 SL1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1082'2.0 MI W FROM FINLEY.
 SL1082'ABOUT 1.6 MILES WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 SL1082'FINLEY, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 26, T
 SL1082'147 N, R 57 W, 92 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 SL1082'NORTH OF A POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 2.0 FEET SOUTH
 SL1082'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND
 SL1082'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SL1082
 SL1082                          STATION RECOVERY (1968)
 SL1082
 SL1082'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0523 ***********************************************************************
 SL0523  DESIGNATION -  C 435
 SL0523  PID         -  SL0523
 SL0523  STATE/COUNTY-  ND/TRAILL
 SL0523  USGS QUAD   -  GALESBURG NW (1968)
 SL0523
 SL0523                         *CURRENT SURVEY CONTROL
 SL0523  ___________________________________________________________________
 SL0523* NAD 83(1986)-  47 29 54.     (N)    097 23 25.     (W)     SCALED    
 SL0523* NAVD 88     -       304.961  (meters)    1000.53   (feet)  ADJUSTED  
 SL0523  ___________________________________________________________________
 SL0523  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 SL0523  DYNAMIC HT  -         305.001 (meters)    1000.66  (feet)  COMP
 SL0523  MODELED GRAV-     980,734.3   (mgal)                       NAVD 88
 SL0523
 SL0523  VERT ORDER  -  SECOND    CLASS 0
 SL0523
 SL0523.The horizontal coordinates were scaled from a topographic map and have
 SL0523.an estimated accuracy of +/- 6 seconds.
 SL0523
 SL0523.The orthometric height was determined by differential leveling
 SL0523.and adjusted by the National Geodetic Survey in June 1991..
 SL0523
 SL0523.The geoid height was determined by GEOID03.
 SL0523
 SL0523.The dynamic height is computed by dividing the NAVD 88
 SL0523.geopotential number by the normal gravity value computed on the
 SL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0523.degrees latitude (g = 980.6199 gals.).
 SL0523
 SL0523.The modeled gravity was interpolated from observed gravity values.
 SL0523
 SL0523;                    North         East    Units  Estimated Accuracy
 SL0523;SPC ND N     -    60,140.      834,240.      MT  (+/- 180 meters Scaled)
 SL0523
 SL0523                          SUPERSEDED SURVEY CONTROL
 SL0523
 SL0523  NGVD 29 (??/??/92)  304.619  (m)          999.40   (f) ADJ UNCH    2 0
 SL0523
 SL0523.Superseded values are not recommended for survey control.
 SL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0523.See file dsdata.txt to determine how the superseded data were derived.
 SL0523
 SL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT212618(NAD 83)
 SL0523_MARKER: DB = BENCH MARK DISK
 SL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0523_STAMPING: C 435 1964
 SL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0523+STABILITY: SURFACE MOTION
 SL0523
 SL0523  HISTORY     - Date     Condition        Report By
 SL0523  HISTORY     - 1964     MONUMENTED       CGS
 SL0523  HISTORY     - 20000809 GOOD             NDHD
 SL0523
 SL0523                          STATION DESCRIPTION
 SL0523
 SL0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0523'1.0 MI W FROM PORTLAND.
 SL0523'1.0 MILE WEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE GREAT NORTHERN
 SL0523'RAILWAY STATION AT PORTLAND, IN SECTION 34, T 147N, R 53 W, ABOUT 0.4
 SL0523'MILE WEST OF A CEMETERY, 93 FEET NORTH OF THE CENTER LINE OF THE
 SL0523'HIGHWAY, 300 FEET WEST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD
 SL0523'LEADING SOUTH, 2 1/2 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A
 SL0523'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SL0523'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SL0523
 SL0523                          STATION RECOVERY (2000)
 SL0523
 SL0523'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0523'STAMPED 'C 435 1964'
 SL0523' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1266 ***********************************************************************
 TE1266  DESIGNATION -  C 436
 TE1266  PID         -  TE1266
 TE1266  STATE/COUNTY-  ND/BENSON
 TE1266  USGS QUAD   -  LEEDS (1980)
 TE1266
 TE1266                         *CURRENT SURVEY CONTROL
 TE1266  ___________________________________________________________________
 TE1266* NAD 83(1986)-  48 16 10.     (N)    099 25 48.     (W)     SCALED    
 TE1266* NAVD 88     -       457.766  (meters)    1501.85   (feet)  ADJUSTED  
 TE1266  ___________________________________________________________________
 TE1266  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 TE1266  DYNAMIC HT  -         457.846 (meters)    1502.12  (feet)  COMP
 TE1266  MODELED GRAV-     980,772.3   (mgal)                       NAVD 88
 TE1266
 TE1266  VERT ORDER  -  FIRST     CLASS II
 TE1266
 TE1266.The horizontal coordinates were scaled from a topographic map and have
 TE1266.an estimated accuracy of +/- 6 seconds.
 TE1266
 TE1266.The orthometric height was determined by differential leveling
 TE1266.and adjusted by the National Geodetic Survey in June 1991..
 TE1266
 TE1266.The geoid height was determined by GEOID03.
 TE1266
 TE1266.The dynamic height is computed by dividing the NAVD 88
 TE1266.geopotential number by the normal gravity value computed on the
 TE1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1266.degrees latitude (g = 980.6199 gals.).
 TE1266
 TE1266.The modeled gravity was interpolated from observed gravity values.
 TE1266
 TE1266;                    North         East    Units  Estimated Accuracy
 TE1266;SPC ND N     -   141,690.      679,430.      MT  (+/- 180 meters Scaled)
 TE1266
 TE1266                          SUPERSEDED SURVEY CONTROL
 TE1266
 TE1266  NGVD 29 (??/??/92)  457.394  (m)         1500.63   (f) ADJ UNCH    1 2
 TE1266
 TE1266.Superseded values are not recommended for survey control.
 TE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1266.See file dsdata.txt to determine how the superseded data were derived.
 TE1266
 TE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU680463(NAD 83)
 TE1266_MARKER: DB = BENCH MARK DISK
 TE1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1266_STAMPING: C 436 1964
 TE1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1266+STABILITY: SURFACE MOTION
 TE1266
 TE1266  HISTORY     - Date     Condition        Report By
 TE1266  HISTORY     - 1964     MONUMENTED       CGS
 TE1266  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1266
 TE1266                          STATION DESCRIPTION
 TE1266
 TE1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1266'1.7 MI SE FROM LEEDS.
 TE1266'ABOUT 1.7 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TE1266'STATION AT LEEDS, IN S 5, T 155 N, R 68 W, 9 POLES SOUTHEAST OF
 TE1266'MILEPOST 106, 43 FEET NORTHEAST OF THE NORTHEAST RAIL, 86 FEET
 TE1266'SOUTHEAST OF THE CENTER OF A WIRE GATE, 3 FEET SOUTHEAST OF A
 TE1266'TELEGRAPH POLE, 4 1/2 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF
 TE1266'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 TE1266'OF A CONCRETE POST PROJECTING 4 INCHES.
 TE1266
 TE1266                          STATION RECOVERY (1982)
 TE1266
 TE1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1266'NOT RECOVERED, RAILROAD TRACKS HAVE BEEN REMOVED, AND LEVEL LINE
 TE1266'WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0181 ***********************************************************************
 TF0181  DESIGNATION -  C 437
 TF0181  PID         -  TF0181
 TF0181  STATE/COUNTY-  ND/MCHENRY
 TF0181  USGS QUAD   -  TOWNER SE (1954)
 TF0181
 TF0181                         *CURRENT SURVEY CONTROL
 TF0181  ___________________________________________________________________
 TF0181* NAD 83(1986)-  48 21 46.     (N)    100 15 35.     (W)     SCALED    
 TF0181* NAVD 88     -       451.897  (meters)    1482.60   (feet)  ADJUSTED  
 TF0181  ___________________________________________________________________
 TF0181  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TF0181  DYNAMIC HT  -         451.989 (meters)    1482.90  (feet)  COMP
 TF0181  MODELED GRAV-     980,801.3   (mgal)                       NAVD 88
 TF0181
 TF0181  VERT ORDER  -  FIRST     CLASS II
 TF0181
 TF0181.The horizontal coordinates were scaled from a topographic map and have
 TF0181.an estimated accuracy of +/- 6 seconds.
 TF0181
 TF0181.The orthometric height was determined by differential leveling
 TF0181.and adjusted by the National Geodetic Survey in June 1991..
 TF0181
 TF0181.The geoid height was determined by GEOID03.
 TF0181
 TF0181.The dynamic height is computed by dividing the NAVD 88
 TF0181.geopotential number by the normal gravity value computed on the
 TF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0181.degrees latitude (g = 980.6199 gals.).
 TF0181
 TF0181.The modeled gravity was interpolated from observed gravity values.
 TF0181
 TF0181;                    North         East    Units  Estimated Accuracy
 TF0181;SPC ND N     -   151,550.      617,800.      MT  (+/- 180 meters Scaled)
 TF0181
 TF0181                          SUPERSEDED SURVEY CONTROL
 TF0181
 TF0181  NGVD 29 (??/??/92)  451.537  (m)         1481.42   (f) ADJ UNCH    1 2
 TF0181
 TF0181.Superseded values are not recommended for survey control.
 TF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0181.See file dsdata.txt to determine how the superseded data were derived.
 TF0181
 TF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU066573(NAD 83)
 TF0181_MARKER: DB = BENCH MARK DISK
 TF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0181_STAMPING: C 437 1964
 TF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0181+STABILITY: SURFACE MOTION
 TF0181
 TF0181  HISTORY     - Date     Condition        Report By
 TF0181  HISTORY     - 1964     MONUMENTED       CGS
 TF0181  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0181
 TF0181                          STATION DESCRIPTION
 TF0181
 TF0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0181'0.6 MI W FROM BERWICK.
 TF0181'ABOUT 0.6 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0181'AT BERWICK, IN S 2, T 156 N, R 75 W, AT A ROAD CROSSING, 97 FEET SOUTH
 TF0181'OF THE SOUTH RAIL, 135 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2
 TF0181'FEET NORTH OF TELEGRAPH POLE NUMBER 2, 1 1/2 FEET NORTH OF A FENCE,
 TF0181'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF
 TF0181'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF0181
 TF0181                          STATION RECOVERY (1982)
 TF0181
 TF0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0181'NOT SEARCHED FOR DURING THIS LEVELING, INACCESSIBLE FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0225 ***********************************************************************
 TF0225  DESIGNATION -  C 438
 TF0225  PID         -  TF0225
 TF0225  STATE/COUNTY-  ND/PIERCE
 TF0225  USGS QUAD   -  BALTA (1980)
 TF0225
 TF0225                         *CURRENT SURVEY CONTROL
 TF0225  ___________________________________________________________________
 TF0225* NAD 83(1986)-  48 09 59.     (N)    100 00 58.     (W)     SCALED    
 TF0225* NAVD 88     -       479.147  (meters)    1572.00   (feet)  ADJUSTED  
 TF0225  ___________________________________________________________________
 TF0225  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TF0225  DYNAMIC HT  -         479.235 (meters)    1572.29  (feet)  COMP
 TF0225  MODELED GRAV-     980,780.5   (mgal)                       NAVD 88
 TF0225
 TF0225  VERT ORDER  -  SECOND    CLASS 0
 TF0225
 TF0225.The horizontal coordinates were scaled from a topographic map and have
 TF0225.an estimated accuracy of +/- 6 seconds.
 TF0225
 TF0225.The orthometric height was determined by differential leveling
 TF0225.and adjusted by the National Geodetic Survey in June 1991..
 TF0225
 TF0225.The geoid height was determined by GEOID03.
 TF0225
 TF0225.The dynamic height is computed by dividing the NAVD 88
 TF0225.geopotential number by the normal gravity value computed on the
 TF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0225.degrees latitude (g = 980.6199 gals.).
 TF0225
 TF0225.The modeled gravity was interpolated from observed gravity values.
 TF0225
 TF0225;                    North         East    Units  Estimated Accuracy
 TF0225;SPC ND N     -   129,790.      635,990.      MT  (+/- 180 meters Scaled)
 TF0225
 TF0225                          SUPERSEDED SURVEY CONTROL
 TF0225
 TF0225  NGVD 29 (??/??/92)  478.789  (m)         1570.83   (f) ADJ UNCH    2 0
 TF0225
 TF0225.Superseded values are not recommended for survey control.
 TF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0225.See file dsdata.txt to determine how the superseded data were derived.
 TF0225
 TF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU244352(NAD 83)
 TF0225_MARKER: DB = BENCH MARK DISK
 TF0225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0225_SP_SET: 32 FT
 TF0225_STAMPING: C 438 1964
 TF0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0225
 TF0225  HISTORY     - Date     Condition        Report By
 TF0225  HISTORY     - 1964     MONUMENTED       CGS
 TF0225
 TF0225                          STATION DESCRIPTION
 TF0225
 TF0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0225'1.0 MI E FROM BALTA.
 TF0225'ABOUT 1.0 MILE EAST ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TF0225'STATION AT BALTA, IN SECTION 14, T 154 N, R 73 W, 71 FEET SOUTH OF THE
 TF0225'CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER OF AN ENTRANCE TO
 TF0225'A FIELD, 2 FEET NORTH OF A FENCE, 0.7 FOOT EAST OF A METAL WITNESS
 TF0225'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 TF0225'COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IN ENCASED IN A
 TF0225'4-INCH METAL PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0172 ***********************************************************************
 RQ0172  DESIGNATION -  C 44
 RQ0172  PID         -  RQ0172
 RQ0172  STATE/COUNTY-  ND/DICKEY
 RQ0172  USGS QUAD   -  MONANGO NW (1982)
 RQ0172
 RQ0172                         *CURRENT SURVEY CONTROL
 RQ0172  ___________________________________________________________________
 RQ0172* NAD 83(1986)-  46 11 14.     (N)    098 41 36.     (W)     SCALED    
 RQ0172* NAVD 88     -       473.227  (meters)    1552.58   (feet)  ADJUSTED  
 RQ0172  ___________________________________________________________________
 RQ0172  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 RQ0172  DYNAMIC HT  -         473.219 (meters)    1552.55  (feet)  COMP
 RQ0172  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 RQ0172
 RQ0172  VERT ORDER  -  SECOND    CLASS 0
 RQ0172
 RQ0172.The horizontal coordinates were scaled from a topographic map and have
 RQ0172.an estimated accuracy of +/- 6 seconds.
 RQ0172
 RQ0172.The orthometric height was determined by differential leveling
 RQ0172.and adjusted by the National Geodetic Survey in June 1991..
 RQ0172
 RQ0172.The geoid height was determined by GEOID03.
 RQ0172
 RQ0172.The dynamic height is computed by dividing the NAVD 88
 RQ0172.geopotential number by the normal gravity value computed on the
 RQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0172.degrees latitude (g = 980.6199 gals.).
 RQ0172
 RQ0172.The modeled gravity was interpolated from observed gravity values.
 RQ0172
 RQ0172;                    North         East    Units  Estimated Accuracy
 RQ0172;SPC ND S     -    59,470.      739,470.      MT  (+/- 180 meters Scaled)
 RQ0172
 RQ0172                          SUPERSEDED SURVEY CONTROL
 RQ0172
 RQ0172  NGVD 29 (??/??/92)  472.848  (m)         1551.34   (f) ADJ UNCH    2 0
 RQ0172
 RQ0172.Superseded values are not recommended for survey control.
 RQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0172.See file dsdata.txt to determine how the superseded data were derived.
 RQ0172
 RQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS236148(NAD 83)
 RQ0172_MARKER: DB = BENCH MARK DISK
 RQ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0172_STAMPING: C 44 1934
 RQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0172+STABILITY: SURFACE MOTION
 RQ0172
 RQ0172  HISTORY     - Date     Condition        Report By
 RQ0172  HISTORY     - 1934     MONUMENTED       CGS
 RQ0172
 RQ0172                          STATION DESCRIPTION
 RQ0172
 RQ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0172'3.6 MI SE FROM MERRICOURT.
 RQ0172'3.6 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0172'MARIE RAILROAD FROM THE STATION AT MERRICOURT, DICKEY COUNTY, ONE POLE
 RQ0172'SOUTHEAST OF MILEPOST 294, 2 POLES NORTHWEST OF A PUBLIC-ROAD
 RQ0172'CROSSING, 489 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 6
 RQ0172'FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED C 44 1934 AND SET IN
 RQ0172'THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 RQ0172'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0613 ***********************************************************************
 SL0613  DESIGNATION -  C 441
 SL0613  PID         -  SL0613
 SL0613  STATE/COUNTY-  ND/STEELE
 SL0613  USGS QUAD   -  BLABON (1967)
 SL0613
 SL0613                         *CURRENT SURVEY CONTROL
 SL0613  ___________________________________________________________________
 SL0613* NAD 83(1986)-  47 23 04.     (N)    097 46 20.     (W)     SCALED    
 SL0613* NAVD 88     -       403.142  (meters)    1322.64   (feet)  ADJUSTED  
 SL0613  ___________________________________________________________________
 SL0613  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL0613  DYNAMIC HT  -         403.188 (meters)    1322.79  (feet)  COMP
 SL0613  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 SL0613
 SL0613  VERT ORDER  -  SECOND    CLASS 0
 SL0613
 SL0613.The horizontal coordinates were scaled from a topographic map and have
 SL0613.an estimated accuracy of +/- 6 seconds.
 SL0613
 SL0613.The orthometric height was determined by differential leveling
 SL0613.and adjusted by the National Geodetic Survey in June 1991..
 SL0613
 SL0613.The geoid height was determined by GEOID03.
 SL0613
 SL0613.The dynamic height is computed by dividing the NAVD 88
 SL0613.geopotential number by the normal gravity value computed on the
 SL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0613.degrees latitude (g = 980.6199 gals.).
 SL0613
 SL0613.The modeled gravity was interpolated from observed gravity values.
 SL0613
 SL0613;                    North         East    Units  Estimated Accuracy
 SL0613;SPC ND N     -    46,390.      805,930.      MT  (+/- 180 meters Scaled)
 SL0613
 SL0613                          SUPERSEDED SURVEY CONTROL
 SL0613
 SL0613  NGVD 29 (??/??/92)  402.789  (m)         1321.48   (f) ADJ UNCH    2 0
 SL0613
 SL0613.Superseded values are not recommended for survey control.
 SL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0613.See file dsdata.txt to determine how the superseded data were derived.
 SL0613
 SL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT926486(NAD 83)
 SL0613_MARKER: DB = BENCH MARK DISK
 SL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0613_STAMPING: C 441 1964
 SL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0613+STABILITY: SURFACE MOTION
 SL0613
 SL0613  HISTORY     - Date     Condition        Report By
 SL0613  HISTORY     - 1964     MONUMENTED       CGS
 SL0613  HISTORY     - 1968     GOOD             DOD
 SL0613
 SL0613                          STATION DESCRIPTION
 SL0613
 SL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0613'1.3 MI SE FROM BLABON.
 SL0613'1.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0613'AT BLABON, AT A GRAVELED ROAD CROSSING, IN SECTION 11, R 56 W, 145 N.,
 SL0613'49 FEET EAST OF THE CENTER LINE OF THE ROAD CROSSING TRACK, 37 FEET
 SL0613'NORTHEAST OF THE NORTHEAST RAIL, 43 1/2 FEET SOUTH OF A FENCE CORNER,
 SL0613'10 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE, 3 1/2 FEET NORTHWEST OF
 SL0613'TELEPHONE POLE WITH MILEPOLE 44, 2 1/2 FEET SOUTHEAST OF A METAL
 SL0613'WITNESS POST, ABOUT LEVEL WITH THE TOP OF RAIL, SET IN THE TOP OF A
 SL0613'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 SL0613
 SL0613                          STATION RECOVERY (1968)
 SL0613
 SL0613'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0747 ***********************************************************************
 SL0747  DESIGNATION -  C 442
 SL0747  PID         -  SL0747
 SL0747  STATE/COUNTY-  ND/STEELE
 SL0747  USGS QUAD   -  LUVERNE SE (1967)
 SL0747
 SL0747                         *CURRENT SURVEY CONTROL
 SL0747  ___________________________________________________________________
 SL0747* NAD 83(1986)-  47 19 32.     (N)    097 45 06.     (W)     SCALED    
 SL0747* NAVD 88     -       388.652  (meters)    1275.10   (feet)  ADJUSTED  
 SL0747  ___________________________________________________________________
 SL0747  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL0747  DYNAMIC HT  -         388.698 (meters)    1275.25  (feet)  COMP
 SL0747  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 SL0747
 SL0747  VERT ORDER  -  SECOND    CLASS 0
 SL0747
 SL0747.The horizontal coordinates were scaled from a topographic map and have
 SL0747.an estimated accuracy of +/- 6 seconds.
 SL0747
 SL0747.The orthometric height was determined by differential leveling
 SL0747.and adjusted by the National Geodetic Survey in June 1991..
 SL0747
 SL0747.The geoid height was determined by GEOID03.
 SL0747
 SL0747.The dynamic height is computed by dividing the NAVD 88
 SL0747.geopotential number by the normal gravity value computed on the
 SL0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0747.degrees latitude (g = 980.6199 gals.).
 SL0747
 SL0747.The modeled gravity was interpolated from observed gravity values.
 SL0747
 SL0747;                    North         East    Units  Estimated Accuracy
 SL0747;SPC ND N     -    39,900.      807,720.      MT  (+/- 180 meters Scaled)
 SL0747
 SL0747                          SUPERSEDED SURVEY CONTROL
 SL0747
 SL0747  NGVD 29 (??/??/92)  388.304  (m)         1273.96   (f) ADJ UNCH    2 0
 SL0747
 SL0747.Superseded values are not recommended for survey control.
 SL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0747.See file dsdata.txt to determine how the superseded data were derived.
 SL0747
 SL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT943420(NAD 83)
 SL0747_MARKER: DB = BENCH MARK DISK
 SL0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0747_STAMPING: C 442 1964
 SL0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0747+STABILITY: SURFACE MOTION
 SL0747
 SL0747  HISTORY     - Date     Condition        Report By
 SL0747  HISTORY     - 1964     MONUMENTED       CGS
 SL0747  HISTORY     - 1968     GOOD             USAF
 SL0747
 SL0747                          STATION DESCRIPTION
 SL0747
 SL0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0747'1.5 MI W FROM HOPE.
 SL0747'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE 1.2
 SL0747'MILES WEST ALONG STATE HIGHWAY 38, IN SECTION 35, R 56 W, T 145 N,
 SL0747'NEAR THE JUNCTION OF A ROAD LEADING NORTH, NEAR THE SOUTHEAST CORNER
 SL0747'OF A LAWN, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 114 FEET
 SL0747'SOUTHEAST OF THE SOUTHEAST PORCH CORNER OF A TWO-STORIED HOUSE, 71
 SL0747'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 4 1/2 FEET
 SL0747'SOUTH OF A POWER LINE POLE, 3 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 SL0747'MARKER, 2.4 FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 SL0747'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0747'INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0747
 SL0747                          STATION RECOVERY (1968)
 SL0747
 SL0747'RECOVERY NOTE BY US AIR FORCE 1968
 SL0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0656 ***********************************************************************
 SL0656  DESIGNATION -  C 443
 SL0656  PID         -  SL0656
 SL0656  STATE/COUNTY-  ND/STEELE
 SL0656  USGS QUAD   -  LUVERNE (1967)
 SL0656
 SL0656                         *CURRENT SURVEY CONTROL
 SL0656  ___________________________________________________________________
 SL0656* NAD 83(1986)-  47 17 03.     (N)    097 56 22.     (W)     SCALED    
 SL0656* NAVD 88     -       446.644  (meters)    1465.36   (feet)  ADJUSTED  
 SL0656  ___________________________________________________________________
 SL0656  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0656  DYNAMIC HT  -         446.681 (meters)    1465.49  (feet)  COMP
 SL0656  MODELED GRAV-     980,682.9   (mgal)                       NAVD 88
 SL0656
 SL0656  VERT ORDER  -  SECOND    CLASS 0
 SL0656
 SL0656.The horizontal coordinates were scaled from a topographic map and have
 SL0656.an estimated accuracy of +/- 6 seconds.
 SL0656
 SL0656.The orthometric height was determined by differential leveling
 SL0656.and adjusted by the National Geodetic Survey in June 1991..
 SL0656
 SL0656.The geoid height was determined by GEOID03.
 SL0656
 SL0656.The dynamic height is computed by dividing the NAVD 88
 SL0656.geopotential number by the normal gravity value computed on the
 SL0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0656.degrees latitude (g = 980.6199 gals.).
 SL0656
 SL0656.The modeled gravity was interpolated from observed gravity values.
 SL0656
 SL0656;                    North         East    Units  Estimated Accuracy
 SL0656;SPC ND N     -    34,820.      793,680.      MT  (+/- 180 meters Scaled)
 SL0656
 SL0656                          SUPERSEDED SURVEY CONTROL
 SL0656
 SL0656  NGVD 29 (??/??/92)  446.280  (m)         1464.17   (f) ADJ UNCH    2 0
 SL0656
 SL0656.Superseded values are not recommended for survey control.
 SL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0656.See file dsdata.txt to determine how the superseded data were derived.
 SL0656
 SL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT802372(NAD 83)
 SL0656_MARKER: DB = BENCH MARK DISK
 SL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0656_STAMPING: C 443 1964
 SL0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0656+STABILITY: SURFACE MOTION
 SL0656
 SL0656  HISTORY     - Date     Condition        Report By
 SL0656  HISTORY     - 1964     MONUMENTED       CGS
 SL0656
 SL0656                          STATION DESCRIPTION
 SL0656
 SL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0656'2.2 MI N FROM LUVERNE.
 SL0656'2.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0656'NORTHERN RAILWAY AT LUVERNE, IN SECTION 17, R 57 W, T 144 N, ABOUT
 SL0656'1.55 MILES NORTH OF THE CENTER OF THE LUVERNE CEMETERY, AT A ROAD
 SL0656'INTERSECTION, 110 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 SL0656'INTERSECTION, 101 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 SL0656'ROAD, 57 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2 FEET
 SL0656'SOUTH OF A POWER LINE POLE, 2.2 FEET NORTH OF A METAL WITNESS POST, 2
 SL0656'FEET BELOW THE LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE
 SL0656'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0758 ***********************************************************************
 SL0758  DESIGNATION -  C 444
 SL0758  PID         -  SL0758
 SL0758  STATE/COUNTY-  ND/STEELE
 SL0758  USGS QUAD   -  LUVERNE SE (1967)
 SL0758
 SL0758                         *CURRENT SURVEY CONTROL
 SL0758  ___________________________________________________________________
 SL0758* NAD 83(1986)-  47 16 09.     (N)    097 50 00.     (W)     SCALED    
 SL0758* NAVD 88     -       418.141  (meters)    1371.85   (feet)  ADJUSTED  
 SL0758  ___________________________________________________________________
 SL0758  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0758  DYNAMIC HT  -         418.180 (meters)    1371.98  (feet)  COMP
 SL0758  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 SL0758
 SL0758  VERT ORDER  -  SECOND    CLASS 0
 SL0758
 SL0758.The horizontal coordinates were scaled from a topographic map and have
 SL0758.an estimated accuracy of +/- 6 seconds.
 SL0758
 SL0758.The orthometric height was determined by differential leveling
 SL0758.and adjusted by the National Geodetic Survey in June 1991..
 SL0758
 SL0758.The geoid height was determined by GEOID03.
 SL0758
 SL0758.The dynamic height is computed by dividing the NAVD 88
 SL0758.geopotential number by the normal gravity value computed on the
 SL0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0758.degrees latitude (g = 980.6199 gals.).
 SL0758
 SL0758.The modeled gravity was interpolated from observed gravity values.
 SL0758
 SL0758;                    North         East    Units  Estimated Accuracy
 SL0758;SPC ND N     -    33,420.      801,760.      MT  (+/- 180 meters Scaled)
 SL0758
 SL0758                          SUPERSEDED SURVEY CONTROL
 SL0758
 SL0758  NGVD 29 (??/??/92)  417.782  (m)         1370.67   (f) ADJ UNCH    2 0
 SL0758
 SL0758.Superseded values are not recommended for survey control.
 SL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0758.See file dsdata.txt to determine how the superseded data were derived.
 SL0758
 SL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT882357(NAD 83)
 SL0758_MARKER: DB = BENCH MARK DISK
 SL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0758_STAMPING: C 444 1964
 SL0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0758+STABILITY: SURFACE MOTION
 SL0758
 SL0758  HISTORY     - Date     Condition        Report By
 SL0758  HISTORY     - 1964     MONUMENTED       CGS
 SL0758
 SL0758                          STATION DESCRIPTION
 SL0758
 SL0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0758'6.2 MI NE FROM LUVERNE.
 SL0758'1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0758'NORTHERN RAILWAY AT LUVERNE, THENCE 5.0 MILES EAST ALONG A GRAVELED
 SL0758'ROAD, AT A ROAD INTERSECTION, IN SECTION 25, R 57 W, T 144 N, 56 FEET
 SL0758'SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 15 FEET WEST
 SL0758'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 11 FEET SOUTH OF THE
 SL0758'NORTHEAST CORNER OF A FIELD FENCE, 1.5 FEET EAST OF A FENCE LINE, 1.9
 SL0758'FEET SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 SL0758'EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 SL0758'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0188 ***********************************************************************
 TE0188  DESIGNATION -  C 445
 TE0188  PID         -  TE0188
 TE0188  STATE/COUNTY-  ND/CAVALIER
 TE0188  USGS QUAD   -  MAIDA (1967)
 TE0188
 TE0188                         *CURRENT SURVEY CONTROL
 TE0188  ___________________________________________________________________
 TE0188* NAD 83(1986)-  48 59 35.     (N)    098 16 39.     (W)     SCALED    
 TE0188* NAVD 88     -       469.061  (meters)    1538.91   (feet)  ADJUSTED  
 TE0188  ___________________________________________________________________
 TE0188  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0188  DYNAMIC HT  -         469.184 (meters)    1539.31  (feet)  COMP
 TE0188  MODELED GRAV-     980,857.7   (mgal)                       NAVD 88
 TE0188
 TE0188  VERT ORDER  -  SECOND    CLASS 0
 TE0188
 TE0188.The horizontal coordinates were scaled from a topographic map and have
 TE0188.an estimated accuracy of +/- 6 seconds.
 TE0188
 TE0188.The orthometric height was determined by differential leveling
 TE0188.and adjusted by the National Geodetic Survey in June 1991..
 TE0188
 TE0188.The geoid height was determined by GEOID03.
 TE0188
 TE0188.The dynamic height is computed by dividing the NAVD 88
 TE0188.geopotential number by the normal gravity value computed on the
 TE0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0188.degrees latitude (g = 980.6199 gals.).
 TE0188
 TE0188.The modeled gravity was interpolated from observed gravity values.
 TE0188
 TE0188;                    North         East    Units  Estimated Accuracy
 TE0188;SPC ND N     -   223,950.      762,630.      MT  (+/- 180 meters Scaled)
 TE0188
 TE0188                          SUPERSEDED SURVEY CONTROL
 TE0188
 TE0188  NGVD 29 (??/??/92)  468.701  (m)         1537.73   (f) ADJ UNCH    2 0
 TE0188
 TE0188.Superseded values are not recommended for survey control.
 TE0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0188.See file dsdata.txt to determine how the superseded data were derived.
 TE0188
 TE0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV528269(NAD 83)
 TE0188_MARKER: DB = BENCH MARK DISK
 TE0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0188_STAMPING: C 445 1964
 TE0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0188+STABILITY: SURFACE MOTION
 TE0188
 TE0188  HISTORY     - Date     Condition        Report By
 TE0188  HISTORY     - 1964     MONUMENTED       CGS
 TE0188
 TE0188                          STATION DESCRIPTION
 TE0188
 TE0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0188'4.4 MI SE FROM MAIDA.
 TE0188'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0188'MAIDA, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 27, R
 TE0188'59 W, T 164 N, NEAR THE JUNCTION OF A ROAD LEADING SOUTH, 32 FEET
 TE0188'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET EAST OF THE
 TE0188'CENTER LINE OF A DRIVEWAY, 59 FEET NORTHEAST OF THE APPROXIMATE CENTER
 TE0188'OF JUNCTION, 18 1/2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A
 TE0188'FENCE LINE, 2.4 FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 TE0188'LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST
 TE0188'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0602 ***********************************************************************
 RP0602  DESIGNATION -  C 446
 RP0602  PID         -  RP0602
 RP0602  STATE/COUNTY-  ND/CASS
 RP0602  USGS QUAD   -  TOWER CITY (1967)
 RP0602
 RP0602                         *CURRENT SURVEY CONTROL
 RP0602  ___________________________________________________________________
 RP0602* NAD 83(1986)-  46 55 26.     (N)    097 38 26.     (W)     SCALED    
 RP0602* NAVD 88     -       354.407  (meters)    1162.75   (feet)  ADJUSTED  
 RP0602  ___________________________________________________________________
 RP0602  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 RP0602  DYNAMIC HT  -         354.437 (meters)    1162.85  (feet)  COMP
 RP0602  MODELED GRAV-     980,687.3   (mgal)                       NAVD 88
 RP0602
 RP0602  VERT ORDER  -  FIRST     CLASS II
 RP0602
 RP0602.The horizontal coordinates were scaled from a topographic map and have
 RP0602.an estimated accuracy of +/- 6 seconds.
 RP0602
 RP0602.The orthometric height was determined by differential leveling
 RP0602.and adjusted by the National Geodetic Survey in June 1991..
 RP0602
 RP0602.The geoid height was determined by GEOID03.
 RP0602
 RP0602.The dynamic height is computed by dividing the NAVD 88
 RP0602.geopotential number by the normal gravity value computed on the
 RP0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0602.degrees latitude (g = 980.6199 gals.).
 RP0602
 RP0602.The modeled gravity was interpolated from observed gravity values.
 RP0602
 RP0602;                    North         East    Units  Estimated Accuracy
 RP0602;SPC ND S     -   143,710.      817,730.      MT  (+/- 180 meters Scaled)
 RP0602
 RP0602                          SUPERSEDED SURVEY CONTROL
 RP0602
 RP0602  NGVD 29 (??/??/92)  354.057  (m)         1161.60   (f) ADJ UNCH    1 2
 RP0602
 RP0602.Superseded values are not recommended for survey control.
 RP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0602.See file dsdata.txt to determine how the superseded data were derived.
 RP0602
 RP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS034976(NAD 83)
 RP0602_MARKER: DB = BENCH MARK DISK
 RP0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0602_STAMPING: C 446 1964
 RP0602_MARK LOGO: CGS   
 RP0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0602+STABILITY: SURFACE MOTION
 RP0602
 RP0602  HISTORY     - Date     Condition        Report By
 RP0602  HISTORY     - 1964     MONUMENTED       CGS
 RP0602  HISTORY     - 1982     GOOD             NGS
 RP0602
 RP0602                          STATION DESCRIPTION
 RP0602
 RP0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0602'1.6 MI E FROM TOWER CITY.
 RP0602'ABOUT 1.6 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0602'STATION AT TOWER CITY, IN SECTION 20, T 55 W, T 140 N, AT A ROAD
 RP0602'CROSSING, 50 FEET NORTH OF THE NORTH RAIL, 20 FEET WEST OF THE CENTER
 RP0602'LINE OF THE ROAD, 115 YARDS WEST OF MILEPOST 47, 7 1/2 FEET EAST OF A
 RP0602'TELEPHONE POLE, 56 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 RP0602'CROSSING, 4 FEET WEST OF A FENCE CORNER, 1 1/2 FEET WEST OF A METAL
 RP0602'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 RP0602'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0602
 RP0602                          STATION RECOVERY (1982)
 RP0602
 RP0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0602'RECOVERED THIS DATE.  NOTE, RAILROAD STATION HAS BEEN REMOVED, SIDING
 RP0602'SIGN INTACT, NOT LEVELED TO THIS DATE, LEVEL LINE REROUTED ALONG
 RP0602'INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0622 ***********************************************************************
 RP0622  DESIGNATION -  C 447
 RP0622  PID         -  RP0622
 RP0622  STATE/COUNTY-  ND/CASS
 RP0622  USGS QUAD   -  BUFFALO (1967)
 RP0622
 RP0622                         *CURRENT SURVEY CONTROL
 RP0622  ___________________________________________________________________
 RP0622* NAD 83(1986)-  46 59 07.     (N)    097 33 29.     (W)     SCALED    
 RP0622* NAVD 88     -       366.410  (meters)    1202.13   (feet)  ADJUSTED  
 RP0622  ___________________________________________________________________
 RP0622  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 RP0622  DYNAMIC HT  -         366.442 (meters)    1202.24  (feet)  COMP
 RP0622  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 RP0622
 RP0622  VERT ORDER  -  SECOND    CLASS 0
 RP0622
 RP0622.The horizontal coordinates were scaled from a topographic map and have
 RP0622.an estimated accuracy of +/- 6 seconds.
 RP0622
 RP0622.The orthometric height was determined by differential leveling
 RP0622.and adjusted by the National Geodetic Survey in June 1991..
 RP0622
 RP0622.The geoid height was determined by GEOID03.
 RP0622
 RP0622.The dynamic height is computed by dividing the NAVD 88
 RP0622.geopotential number by the normal gravity value computed on the
 RP0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0622.degrees latitude (g = 980.6199 gals.).
 RP0622
 RP0622.The modeled gravity was interpolated from observed gravity values.
 RP0622
 RP0622;                    North         East    Units  Estimated Accuracy
 RP0622;SPC ND S     -   150,760.      823,750.      MT  (+/- 180 meters Scaled)
 RP0622
 RP0622                          SUPERSEDED SURVEY CONTROL
 RP0622
 RP0622  NGVD 29 (??/??/92)  366.058  (m)         1200.98   (f) ADJ UNCH    2 0
 RP0622
 RP0622.Superseded values are not recommended for survey control.
 RP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0622.See file dsdata.txt to determine how the superseded data were derived.
 RP0622
 RP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT096045(NAD 83)
 RP0622_MARKER: DB = BENCH MARK DISK
 RP0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0622_STAMPING: C 447 1964
 RP0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0622+STABILITY: SURFACE MOTION
 RP0622
 RP0622  HISTORY     - Date     Condition        Report By
 RP0622  HISTORY     - 1964     MONUMENTED       CGS
 RP0622  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0622
 RP0622                          STATION DESCRIPTION
 RP0622
 RP0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0622'4.45 MI N FROM BUFFALO.
 RP0622'ABOUT 4.45 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 RP0622'NORTHERN PACIFIC RAILWAY AT BUFFALO, IN SECTION 31, R 54 W, T 140 N,
 RP0622'NEAR THE JUNCTION OF A FIELD ROAD LEADING WEST, 100 FEET WEST OF THE
 RP0622'CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF THE
 RP0622'FIELD ROAD, 5 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET NORTH OF A
 RP0622'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 RP0622'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 RP0622'GROUND.
 RP0622
 RP0622                          STATION RECOVERY (1982)
 RP0622
 RP0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0774 ***********************************************************************
 SL0774  DESIGNATION -  C 448
 SL0774  PID         -  SL0774
 SL0774  STATE/COUNTY-  ND/BARNES
 SL0774  USGS QUAD   -  COLGATE (1967)
 SL0774
 SL0774                         *CURRENT SURVEY CONTROL
 SL0774  ___________________________________________________________________
 SL0774* NAD 83(1986)-  47 11 46.     (N)    097 42 19.     (W)     SCALED    
 SL0774* NAVD 88     -       359.784  (meters)    1180.39   (feet)  ADJUSTED  
 SL0774  ___________________________________________________________________
 SL0774  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL0774  DYNAMIC HT  -         359.824 (meters)    1180.52  (feet)  COMP
 SL0774  MODELED GRAV-     980,713.0   (mgal)                       NAVD 88
 SL0774
 SL0774  VERT ORDER  -  SECOND    CLASS 0
 SL0774
 SL0774.The horizontal coordinates were scaled from a topographic map and have
 SL0774.an estimated accuracy of +/- 6 seconds.
 SL0774
 SL0774.The orthometric height was determined by differential leveling
 SL0774.and adjusted by the National Geodetic Survey in June 1991..
 SL0774
 SL0774.The geoid height was determined by GEOID03.
 SL0774
 SL0774.The dynamic height is computed by dividing the NAVD 88
 SL0774.geopotential number by the normal gravity value computed on the
 SL0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0774.degrees latitude (g = 980.6199 gals.).
 SL0774
 SL0774.The modeled gravity was interpolated from observed gravity values.
 SL0774
 SL0774;                    North         East    Units  Estimated Accuracy
 SL0774;SPC ND S     -   173,780.      811,720.      MT  (+/- 180 meters Scaled)
 SL0774
 SL0774                          SUPERSEDED SURVEY CONTROL
 SL0774
 SL0774  NGVD 29 (??/??/92)  359.441  (m)         1179.27   (f) ADJ UNCH    2 0
 SL0774
 SL0774.Superseded values are not recommended for survey control.
 SL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0774.See file dsdata.txt to determine how the superseded data were derived.
 SL0774
 SL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT980277(NAD 83)
 SL0774_MARKER: DB = BENCH MARK DISK
 SL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0774_STAMPING: C 448 1964
 SL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0774+STABILITY: SURFACE MOTION
 SL0774
 SL0774  HISTORY     - Date     Condition        Report By
 SL0774  HISTORY     - 1964     MONUMENTED       CGS
 SL0774
 SL0774                          STATION DESCRIPTION
 SL0774
 SL0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0774'4.75 MI SE FROM PILLSBURY.
 SL0774'0.75 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0774'GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 4.0 MILES EAST ALONG A
 SL0774'GRAVELED ROAD, NEAR THE BARNES-CASS COUNTY LINE, NEAR THE JUNCTION OF
 SL0774'A ROAD LEADING SOUTH, IN SECTION 24, R 56 W, T 143 N, NEAR THE
 SL0774'NORTHWEST CORNER OF A PASTURE, 34 FEET SOUTH OF THE CENTER LINE OF THE
 SL0774'EAST-WEST ROAD, 13 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 SL0774'SOUTH, 3 FEET SOUTHWEST OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 SL0774'LINE, 2 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0774'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 SL0774'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0675 ***********************************************************************
 SL0675  DESIGNATION -  C 449
 SL0675  PID         -  SL0675
 SL0675  STATE/COUNTY-  ND/BARNES
 SL0675  USGS QUAD   -  SIBLEY (1967)
 SL0675
 SL0675                         *CURRENT SURVEY CONTROL
 SL0675  ___________________________________________________________________
 SL0675* NAD 83(1986)-  47 08 18.     (N)    097 53 46.     (W)     SCALED    
 SL0675* NAVD 88     -       448.671  (meters)    1472.01   (feet)  ADJUSTED  
 SL0675  ___________________________________________________________________
 SL0675  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0675  DYNAMIC HT  -         448.704 (meters)    1472.12  (feet)  COMP
 SL0675  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 SL0675
 SL0675  VERT ORDER  -  SECOND    CLASS 0
 SL0675
 SL0675.The horizontal coordinates were scaled from a topographic map and have
 SL0675.an estimated accuracy of +/- 6 seconds.
 SL0675
 SL0675.The orthometric height was determined by differential leveling
 SL0675.and adjusted by the National Geodetic Survey in June 1991..
 SL0675
 SL0675.The geoid height was determined by GEOID03.
 SL0675
 SL0675.The dynamic height is computed by dividing the NAVD 88
 SL0675.geopotential number by the normal gravity value computed on the
 SL0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0675.degrees latitude (g = 980.6199 gals.).
 SL0675
 SL0675.The modeled gravity was interpolated from observed gravity values.
 SL0675
 SL0675;                    North         East    Units  Estimated Accuracy
 SL0675;SPC ND S     -   166,860.      797,480.      MT  (+/- 180 meters Scaled)
 SL0675
 SL0675                          SUPERSEDED SURVEY CONTROL
 SL0675
 SL0675  NGVD 29 (??/??/92)  448.306  (m)         1470.82   (f) ADJ UNCH    2 0
 SL0675
 SL0675.Superseded values are not recommended for survey control.
 SL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0675.See file dsdata.txt to determine how the superseded data were derived.
 SL0675
 SL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT837211(NAD 83)
 SL0675_MARKER: DB = BENCH MARK DISK
 SL0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0675_STAMPING: C 449 1964
 SL0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0675+STABILITY: SURFACE MOTION
 SL0675
 SL0675  HISTORY     - Date     Condition        Report By
 SL0675  HISTORY     - 1964     MONUMENTED       CGS
 SL0675  HISTORY     - 1970     MARK NOT FOUND   NGS
 SL0675
 SL0675                          STATION DESCRIPTION
 SL0675
 SL0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0675'19.15 MI NW FROM ORISKA.
 SL0675'7.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0675'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE ABOUT 5.0 MILES WEST ALONG
 SL0675'A GRAVELED ROAD, THENCE ABOUT 7.0 MILES NORTH ALONG A GRAVELED ROAD,
 SL0675'AT THE INTERSECTION OF A EAST-WEST GRAVELED ROAD, IN SECTION 9, R 57
 SL0675'W, T 142 N, 27 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 SL0675'200 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 3 FEET
 SL0675'SOUTHWEST OF A FENCE CORNER, 1.8 FEET WEST OF A FENCE LINE AND IS SET
 SL0675'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- THE
 SL0675'LOCATION OF THE MARK FALLS IN THE DITCH LINE ALONG THE SOUTH SIDE OF A
 SL0675'NEW ROAD LEADING EAST FROM COUNTY ROAD 25, AND AT THE WEST EDGE OF
 SL0675'DRIVEWAY INTO A FARM ROAD.
 SL0675
 SL0675                          STATION RECOVERY (1970)
 SL0675
 SL0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SL0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0045 ***********************************************************************
 RQ0045  DESIGNATION -  C 45
 RQ0045  PID         -  RQ0045
 RQ0045  STATE/COUNTY-  ND/LA MOURE
 RQ0045  USGS QUAD   -  MARION NE (1970)
 RQ0045
 RQ0045                         *CURRENT SURVEY CONTROL
 RQ0045  ___________________________________________________________________
 RQ0045* NAD 83(1986)-  46 37 53.     (N)    098 19 35.     (W)     SCALED    
 RQ0045* NAVD 88     -       445.474  (meters)    1461.53   (feet)  ADJUSTED  
 RQ0045  ___________________________________________________________________
 RQ0045  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 RQ0045  DYNAMIC HT  -         445.482 (meters)    1461.55  (feet)  COMP
 RQ0045  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 RQ0045
 RQ0045  VERT ORDER  -  SECOND    CLASS 0
 RQ0045
 RQ0045.The horizontal coordinates were scaled from a topographic map and have
 RQ0045.an estimated accuracy of +/- 6 seconds.
 RQ0045
 RQ0045.The orthometric height was determined by differential leveling
 RQ0045.and adjusted by the National Geodetic Survey in June 1991..
 RQ0045
 RQ0045.The geoid height was determined by GEOID03.
 RQ0045
 RQ0045.The dynamic height is computed by dividing the NAVD 88
 RQ0045.geopotential number by the normal gravity value computed on the
 RQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0045.degrees latitude (g = 980.6199 gals.).
 RQ0045
 RQ0045.The modeled gravity was interpolated from observed gravity values.
 RQ0045
 RQ0045;                    North         East    Units  Estimated Accuracy
 RQ0045;SPC ND S     -   109,540.      766,420.      MT  (+/- 180 meters Scaled)
 RQ0045
 RQ0045                          SUPERSEDED SURVEY CONTROL
 RQ0045
 RQ0045  NGVD 29 (??/??/92)  445.098  (m)         1460.29   (f) ADJ UNCH    2 0
 RQ0045
 RQ0045.Superseded values are not recommended for survey control.
 RQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0045.See file dsdata.txt to determine how the superseded data were derived.
 RQ0045
 RQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS515644(NAD 83)
 RQ0045_MARKER: DB = BENCH MARK DISK
 RQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0045_STAMPING: C 45 1934
 RQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0045+STABILITY: SURFACE MOTION
 RQ0045
 RQ0045  HISTORY     - Date     Condition        Report By
 RQ0045  HISTORY     - 1934     MONUMENTED       CGS
 RQ0045
 RQ0045                          STATION DESCRIPTION
 RQ0045
 RQ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0045'1.7 MI N FROM MARION.
 RQ0045'1.7 MILES NORTH ALONG A ROAD FROM THE NORTHERN PACIFIC RAILWAY STATION
 RQ0045'AT MARION, LA MOURE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 46, 40
 RQ0045'FEET EAST OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE
 RQ0045'CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF A POLE, AND ABOUT 2 FEET
 RQ0045'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 45 1934 AND SET IN
 RQ0045'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0046 ***********************************************************************
 RQ0046  DESIGNATION -  C 45 RESET
 RQ0046  PID         -  RQ0046
 RQ0046  STATE/COUNTY-  ND/BARNES
 RQ0046  USGS QUAD   -  MARION NE (1970)
 RQ0046
 RQ0046                         *CURRENT SURVEY CONTROL
 RQ0046  ___________________________________________________________________
 RQ0046* NAD 83(1986)-  46 37 53.     (N)    098 19 35.     (W)     SCALED    
 RQ0046* NAVD 88     -       445.67   (+/-2cm)    1462.2    (feet)  VERTCON   
 RQ0046  ___________________________________________________________________
 RQ0046  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 RQ0046
 RQ0046  VERT ORDER  -  THIRD (See Below)
 RQ0046
 RQ0046.The horizontal coordinates were scaled from a topographic map and have
 RQ0046.an estimated accuracy of +/- 6 seconds.
 RQ0046
 RQ0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0046.The vertical order pertains to the NGVD 29 superseded value.
 RQ0046
 RQ0046.The geoid height was determined by GEOID03.
 RQ0046
 RQ0046;                    North         East    Units  Estimated Accuracy
 RQ0046;SPC ND S     -   109,540.      766,420.      MT  (+/- 180 meters Scaled)
 RQ0046
 RQ0046                          SUPERSEDED SURVEY CONTROL
 RQ0046
 RQ0046  NGVD 29 (11/04/04)  445.29   (m)         1460.9    (f) RESET       3  
 RQ0046
 RQ0046.Superseded values are not recommended for survey control.
 RQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0046.See file dsdata.txt to determine how the superseded data were derived.
 RQ0046
 RQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS515644(NAD 83)
 RQ0046_MARKER: DB = BENCH MARK DISK
 RQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0046_STAMPING: C 45 RESET 1964
 RQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0046+STABILITY: SURFACE MOTION
 RQ0046
 RQ0046  HISTORY     - Date     Condition        Report By
 RQ0046  HISTORY     - 1964     MONUMENTED       CGS
 RQ0046
 RQ0046                          STATION DESCRIPTION
 RQ0046
 RQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0046'1.5 MI NNE FROM MARION.
 RQ0046'ABOUT 1.5 MILES NORTH-NORTHEAST OF MARION, LA MOURE COUNTY, AT THE
 RQ0046'JUNCTION OF STATE HIGHWAY 46 AND COUNTY ROUTE 61, IN THE SOUTH EDGE OF
 RQ0046'BARNES COUNTY, TO NORTHEAST OF CENTER OF HIGHWAY JUNCTION, 100 FEET
 RQ0046'NORTH OF THE CENTERLINE OF HIGHWAY 46, 2 FEET WEST OF A METAL WITNESS
 RQ0046'POST AND 1 FOOT SOUTH OF A FENCE.  SET IN THE TOP OF A CONCRETE POST
 RQ0046'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0523 ***********************************************************************
 SM0523  DESIGNATION -  C 450
 SM0523  PID         -  SM0523
 SM0523  STATE/COUNTY-  ND/BARNES
 SM0523  USGS QUAD   -  DAZEY NE (1961)
 SM0523
 SM0523                         *CURRENT SURVEY CONTROL
 SM0523  ___________________________________________________________________
 SM0523* NAD 83(1986)-  47 13 33.     (N)    098 02 47.     (W)     SCALED    
 SM0523* NAVD 88     -       427.458  (meters)    1402.42   (feet)  ADJUSTED  
 SM0523  ___________________________________________________________________
 SM0523  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 SM0523  DYNAMIC HT  -         427.491 (meters)    1402.53  (feet)  COMP
 SM0523  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 SM0523
 SM0523  VERT ORDER  -  SECOND    CLASS 0
 SM0523
 SM0523.The horizontal coordinates were scaled from a topographic map and have
 SM0523.an estimated accuracy of +/- 6 seconds.
 SM0523
 SM0523.The orthometric height was determined by differential leveling
 SM0523.and adjusted by the National Geodetic Survey in June 1991..
 SM0523
 SM0523.The geoid height was determined by GEOID03.
 SM0523
 SM0523.The dynamic height is computed by dividing the NAVD 88
 SM0523.geopotential number by the normal gravity value computed on the
 SM0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0523.degrees latitude (g = 980.6199 gals.).
 SM0523
 SM0523.The modeled gravity was interpolated from observed gravity values.
 SM0523
 SM0523;                    North         East    Units  Estimated Accuracy
 SM0523;SPC ND S     -   176,220.      785,790.      MT  (+/- 180 meters Scaled)
 SM0523
 SM0523                          SUPERSEDED SURVEY CONTROL
 SM0523
 SM0523  NGVD 29 (??/??/92)  427.099  (m)         1401.24   (f) ADJ UNCH    2 0
 SM0523
 SM0523.Superseded values are not recommended for survey control.
 SM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0523.See file dsdata.txt to determine how the superseded data were derived.
 SM0523
 SM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT721307(NAD 83)
 SM0523_MARKER: DB = BENCH MARK DISK
 SM0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0523_STAMPING: C 450 1964
 SM0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0523+STABILITY: SURFACE MOTION
 SM0523
 SM0523  HISTORY     - Date     Condition        Report By
 SM0523  HISTORY     - 1964     MONUMENTED       CGS
 SM0523  HISTORY     - 1979     GOOD             NDHD
 SM0523
 SM0523                          STATION DESCRIPTION
 SM0523
 SM0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0523'9.7 MI NE FROM DAZEY.
 SM0523'ABOUT 2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0523'STATION AT DAZEY, THENCE 7.1 MILES EAST ALONG A GRAVELED ROAD, IN
 SM0523'SECTION 8, R 58 W, T 143 N, AT THE INTERSECTION OF A NORTH-SOUTH FARM
 SM0523'ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 24 1/2
 SM0523'FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 2 1/2 FEET NORTH OF A
 SM0523'TELEPHONE POLE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 SM0523'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SM0523'FOOT.
 SM0523
 SM0523                          STATION RECOVERY (1979)
 SM0523
 SM0523'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1979
 SM0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0778 ***********************************************************************
 SL0778  DESIGNATION -  C 451
 SL0778  PID         -  SL0778
 SL0778  STATE/COUNTY-  ND/BARNES
 SL0778  USGS QUAD   -  PILLSBURY SE (1967)
 SL0778
 SL0778                         *CURRENT SURVEY CONTROL
 SL0778  ___________________________________________________________________
 SL0778* NAD 83(1986)-  47 05 40.     (N)    097 48 43.     (W)     SCALED    
 SL0778* NAVD 88     -       394.206  (meters)    1293.32   (feet)  ADJUSTED  
 SL0778  ___________________________________________________________________
 SL0778  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0778  DYNAMIC HT  -         394.237 (meters)    1293.43  (feet)  COMP
 SL0778  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SL0778
 SL0778  VERT ORDER  -  SECOND    CLASS 0
 SL0778
 SL0778.The horizontal coordinates were scaled from a topographic map and have
 SL0778.an estimated accuracy of +/- 6 seconds.
 SL0778
 SL0778.The orthometric height was determined by differential leveling
 SL0778.and adjusted by the National Geodetic Survey in June 1991..
 SL0778
 SL0778.The geoid height was determined by GEOID03.
 SL0778
 SL0778.The dynamic height is computed by dividing the NAVD 88
 SL0778.geopotential number by the normal gravity value computed on the
 SL0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0778.degrees latitude (g = 980.6199 gals.).
 SL0778
 SL0778.The modeled gravity was interpolated from observed gravity values.
 SL0778
 SL0778;                    North         East    Units  Estimated Accuracy
 SL0778;SPC ND S     -   162,200.      804,030.      MT  (+/- 180 meters Scaled)
 SL0778
 SL0778                          SUPERSEDED SURVEY CONTROL
 SL0778
 SL0778  NGVD 29 (??/??/92)  393.849  (m)         1292.15   (f) ADJ UNCH    2 0
 SL0778
 SL0778.Superseded values are not recommended for survey control.
 SL0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0778.See file dsdata.txt to determine how the superseded data were derived.
 SL0778
 SL0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT901163(NAD 83)
 SL0778_MARKER: DB = BENCH MARK DISK
 SL0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0778_STAMPING: C 451 1964
 SL0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0778+STABILITY: SURFACE MOTION
 SL0778
 SL0778  HISTORY     - Date     Condition        Report By
 SL0778  HISTORY     - 1964     MONUMENTED       CGS
 SL0778
 SL0778                          STATION DESCRIPTION
 SL0778
 SL0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0778'8.6 MI S FROM PILLSBURY.
 SL0778'7.6 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0778'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 1.0 MILE WEST ALONG A
 SL0778'GRAVELED ROAD, IN SECTION 30, R 56 W, T 142 N, AT THE INTERSECTION OF
 SL0778'A NORTH-SOUTH GRAVELED ROAD, 44 1/2 FEET SOUTH OF THE CENTER LINE OF
 SL0778'THE EAST-WEST ROAD, 154 1/2 FEET WEST OF THE CENTER LINE OF THE
 SL0778'NORTH-SOUTH ROAD, 2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A
 SL0778'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL0778'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0247 ***********************************************************************
 TE0247  DESIGNATION -  C 452
 TE0247  PID         -  TE0247
 TE0247  STATE/COUNTY-  ND/CAVALIER
 TE0247  USGS QUAD   -  LANGDON EAST (1983)
 TE0247
 TE0247                         *CURRENT SURVEY CONTROL
 TE0247  ___________________________________________________________________
 TE0247* NAD 83(1986)-  48 47 25.     (N)    098 15 21.     (W)     SCALED    
 TE0247* NAVD 88     -       504.983  (meters)    1656.77   (feet)  ADJUSTED  
 TE0247  ___________________________________________________________________
 TE0247  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 TE0247  DYNAMIC HT  -         505.098 (meters)    1657.14  (feet)  COMP
 TE0247  MODELED GRAV-     980,822.0   (mgal)                       NAVD 88
 TE0247
 TE0247  VERT ORDER  -  SECOND    CLASS 0
 TE0247
 TE0247.The horizontal coordinates were scaled from a topographic map and have
 TE0247.an estimated accuracy of +/- 6 seconds.
 TE0247
 TE0247.The orthometric height was determined by differential leveling
 TE0247.and adjusted by the National Geodetic Survey in June 1991..
 TE0247
 TE0247.The geoid height was determined by GEOID03.
 TE0247
 TE0247.The dynamic height is computed by dividing the NAVD 88
 TE0247.geopotential number by the normal gravity value computed on the
 TE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0247.degrees latitude (g = 980.6199 gals.).
 TE0247
 TE0247.The modeled gravity was interpolated from observed gravity values.
 TE0247
 TE0247;                    North         East    Units  Estimated Accuracy
 TE0247;SPC ND N     -   201,460.      764,880.      MT  (+/- 180 meters Scaled)
 TE0247
 TE0247                          SUPERSEDED SURVEY CONTROL
 TE0247
 TE0247  NGVD 29 (??/??/92)  504.608  (m)         1655.53   (f) ADJ UNCH    2 0
 TE0247
 TE0247.Superseded values are not recommended for survey control.
 TE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0247.See file dsdata.txt to determine how the superseded data were derived.
 TE0247
 TE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV546044(NAD 83)
 TE0247_MARKER: DB = BENCH MARK DISK
 TE0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0247_STAMPING: C 452 1964
 TE0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0247+STABILITY: SURFACE MOTION
 TE0247
 TE0247  HISTORY     - Date     Condition        Report By
 TE0247  HISTORY     - 1964     MONUMENTED       CGS
 TE0247  HISTORY     - 1968     GOOD             DOD
 TE0247
 TE0247                          STATION DESCRIPTION
 TE0247
 TE0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0247'7.1 MI NE FROM LANGDON.
 TE0247'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0247'LANGDON, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 3, R
 TE0247'59 W, T 162 N, AT A ROAD INTERSECTION, 69 FEET NORTH OF THE CENTER
 TE0247'LINE OF THE EAST-WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF THE
 TE0247'NORTH-SOUTH ROAD, 79 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 TE0247'INTERSECTION, 3 FEET SOUTH OF A POWER LINE BRACE POLE, 2.7 FEET NORTH
 TE0247'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 TE0247'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 TE0247'LEVEL OF THE GROUND.
 TE0247
 TE0247                          STATION RECOVERY (1968)
 TE0247
 TE0247'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1093 ***********************************************************************
 TE1093  DESIGNATION -  C 453
 TE1093  PID         -  TE1093
 TE1093  STATE/COUNTY-  ND/CAVALIER
 TE1093  USGS QUAD   -  LOMA (1970)
 TE1093
 TE1093                         *CURRENT SURVEY CONTROL
 TE1093  ___________________________________________________________________
 TE1093* NAD 83(1986)-  48 42 11.     (N)    098 32 05.     (W)     SCALED    
 TE1093* NAVD 88     -       478.695  (meters)    1570.52   (feet)  ADJUSTED  
 TE1093  ___________________________________________________________________
 TE1093  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 TE1093  DYNAMIC HT  -         478.800 (meters)    1570.86  (feet)  COMP
 TE1093  MODELED GRAV-     980,815.3   (mgal)                       NAVD 88
 TE1093
 TE1093  VERT ORDER  -  SECOND    CLASS 0
 TE1093
 TE1093.The horizontal coordinates were scaled from a topographic map and have
 TE1093.an estimated accuracy of +/- 6 seconds.
 TE1093
 TE1093.The orthometric height was determined by differential leveling
 TE1093.and adjusted by the National Geodetic Survey in June 1991..
 TE1093
 TE1093.The geoid height was determined by GEOID03.
 TE1093
 TE1093.The dynamic height is computed by dividing the NAVD 88
 TE1093.geopotential number by the normal gravity value computed on the
 TE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1093.degrees latitude (g = 980.6199 gals.).
 TE1093
 TE1093.The modeled gravity was interpolated from observed gravity values.
 TE1093
 TE1093;                    North         East    Units  Estimated Accuracy
 TE1093;SPC ND N     -   191,200.      744,640.      MT  (+/- 180 meters Scaled)
 TE1093
 TE1093                          SUPERSEDED SURVEY CONTROL
 TE1093
 TE1093  NGVD 29 (??/??/92)  478.316  (m)         1569.28   (f) ADJ UNCH    2 0
 TE1093
 TE1093.Superseded values are not recommended for survey control.
 TE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1093.See file dsdata.txt to determine how the superseded data were derived.
 TE1093
 TE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU342945(NAD 83)
 TE1093_MARKER: DB = BENCH MARK DISK
 TE1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1093_STAMPING: C 453 1964
 TE1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1093+STABILITY: SURFACE MOTION
 TE1093
 TE1093  HISTORY     - Date     Condition        Report By
 TE1093  HISTORY     - 1964     MONUMENTED       CGS
 TE1093
 TE1093                          STATION DESCRIPTION
 TE1093
 TE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1093'5.0 MI N FROM LOMA.
 TE1093'ABOUT 5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1093'STATION AT LOMA, IN SECTION 4, R 61 W, T 160 N, 36 FEET NORTH OF THE
 TE1093'CENTER LINE OF EAST-WEST ROAD, 153 YARDS EAST OF THE APPROXIMATE
 TE1093'CENTER OF INTERSECTION, 3 FEET WEST OF THE 2ND POWER LINE POLE EAST OF
 TE1093'THE ROAD INTERSECTION, 2 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, 2
 TE1093'FEET BELOW THE LEVEL OF THE EAST-WEST ROAD AND SET IN THE TOP OF A
 TE1093'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0017 ***********************************************************************
 TE0017  DESIGNATION -  C 454 RESET
 TE0017  PID         -  TE0017
 TE0017  STATE/COUNTY-  ND/CAVALIER
 TE0017  USGS QUAD   -  MAIDA (1967)
 TE0017
 TE0017                         *CURRENT SURVEY CONTROL
 TE0017  ___________________________________________________________________
 TE0017* NAD 83(1986)-  48 53 30.     (N)    098 19 26.     (W)     SCALED    
 TE0017* NAVD 88     -       486.41   (+/-2cm)    1595.8    (feet)  VERTCON   
 TE0017  ___________________________________________________________________
 TE0017  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0017
 TE0017  VERT ORDER  -  THIRD (See Below)
 TE0017
 TE0017.The horizontal coordinates were scaled from a topographic map and have
 TE0017.an estimated accuracy of +/- 6 seconds.
 TE0017
 TE0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0017.The vertical order pertains to the NGVD 29 superseded value.
 TE0017
 TE0017.The geoid height was determined by GEOID03.
 TE0017
 TE0017;                    North         East    Units  Estimated Accuracy
 TE0017;SPC ND N     -   212,590.      759,560.      MT  (+/- 180 meters Scaled)
 TE0017
 TE0017                          SUPERSEDED SURVEY CONTROL
 TE0017
 TE0017  NGVD 29 (??/??/??)  486.03   (m)         1594.6    (f) RESET       3  
 TE0017
 TE0017.Superseded values are not recommended for survey control.
 TE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0017.See file dsdata.txt to determine how the superseded data were derived.
 TE0017
 TE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV495156(NAD 83)
 TE0017_MARKER: DB = BENCH MARK DISK
 TE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0017_STAMPING: C 454 RESET 1965
 TE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0017+STABILITY: SURFACE MOTION
 TE0017
 TE0017  HISTORY     - Date     Condition        Report By
 TE0017  HISTORY     - 1965     MONUMENTED       CGS
 TE0017
 TE0017                          STATION DESCRIPTION
 TE0017
 TE0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TE0017'9.25 MI SE FROM MAIDA.
 TE0017'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOM HOUSE AT
 TE0017'MAIDA, THENCE 1.85 MILES EAST ALONG A COUNTY ROAD, 0.15 MILE WEST OF A
 TE0017'NORTH-SOUTH ROAD INTERSECTION, NEAR THE NORTHWEST CORNER OF A SMALL
 TE0017'GROVE OF TREES, 77 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 25 FEET
 TE0017'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, AND 1.5 FEET WEST OF A
 TE0017'METAL WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 TE0017'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0046 ***********************************************************************
 TE0046  DESIGNATION -  C 455
 TE0046  PID         -  TE0046
 TE0046  STATE/COUNTY-  ND/CAVALIER
 TE0046  USGS QUAD   -  OLGA (1972)
 TE0046
 TE0046                         *CURRENT SURVEY CONTROL
 TE0046  ___________________________________________________________________
 TE0046* NAD 83(1986)-  48 51 44.     (N)    098 00 56.     (W)     SCALED    
 TE0046* NAVD 88     -       374.933  (meters)    1230.09   (feet)  ADJUSTED  
 TE0046  ___________________________________________________________________
 TE0046  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 TE0046  DYNAMIC HT  -         375.028 (meters)    1230.40  (feet)  COMP
 TE0046  MODELED GRAV-     980,851.5   (mgal)                       NAVD 88
 TE0046
 TE0046  VERT ORDER  -  SECOND    CLASS 0
 TE0046
 TE0046.The horizontal coordinates were scaled from a topographic map and have
 TE0046.an estimated accuracy of +/- 6 seconds.
 TE0046
 TE0046.The orthometric height was determined by differential leveling
 TE0046.and adjusted by the National Geodetic Survey in June 1991..
 TE0046
 TE0046.The geoid height was determined by GEOID03.
 TE0046
 TE0046.The dynamic height is computed by dividing the NAVD 88
 TE0046.geopotential number by the normal gravity value computed on the
 TE0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0046.degrees latitude (g = 980.6199 gals.).
 TE0046
 TE0046.The modeled gravity was interpolated from observed gravity values.
 TE0046
 TE0046;                    North         East    Units  Estimated Accuracy
 TE0046;SPC ND N     -   210,000.      782,270.      MT  (+/- 180 meters Scaled)
 TE0046
 TE0046                          SUPERSEDED SURVEY CONTROL
 TE0046
 TE0046  NGVD 29 (??/??/92)  374.583  (m)         1228.94   (f) ADJ UNCH    2 0
 TE0046
 TE0046.Superseded values are not recommended for survey control.
 TE0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0046.See file dsdata.txt to determine how the superseded data were derived.
 TE0046
 TE0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV722126(NAD 83)
 TE0046_MARKER: DB = BENCH MARK DISK
 TE0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0046_STAMPING: C 455 1964
 TE0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0046+STABILITY: SURFACE MOTION
 TE0046
 TE0046  HISTORY     - Date     Condition        Report By
 TE0046  HISTORY     - 1964     MONUMENTED       CGS
 TE0046  HISTORY     - 1968     GOOD             DOD
 TE0046
 TE0046                          STATION DESCRIPTION
 TE0046
 TE0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0046'9.2 MI SE FROM VANG.
 TE0046'ABOUT 1.2 MILES EAST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0046'CHURCH AND CEMETERY AT VANG, THENCE 2.0 MILES SOUTH ALONG A GRAVELED
 TE0046'ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TE0046'SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED
 TE0046'ROAD, IN NORTHEAST CORNER OF SECTION 16, R 57 W, T 162 N, ABOUT 0.5
 TE0046'MILE WEST OF THE BRIDGE OVER THE PEMBINA RIVER, 391 FEET SOUTH OF THE
 TE0046'CENTER LINE OF EAST-WEST ROAD, 26 FEET WEST OF THE CENTER LINE OF A
 TE0046'DIM ROAD LEADING SOUTH, 2 1/2 FEET EAST OF A POWER LINE POLE, 2 FEET
 TE0046'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 TE0046'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 TE0046'GROUND.
 TE0046
 TE0046                          STATION RECOVERY (1968)
 TE0046
 TE0046'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0922 ***********************************************************************
 TE0922  DESIGNATION -  C 456
 TE0922  PID         -  TE0922
 TE0922  STATE/COUNTY-  ND/CAVALIER
 TE0922  USGS QUAD   -  HANNAH SE (1970)
 TE0922
 TE0922                         *CURRENT SURVEY CONTROL
 TE0922  ___________________________________________________________________
 TE0922* NAD 83(1986)-  48 45 41.     (N)    098 35 03.     (W)     SCALED    
 TE0922* NAVD 88     -       480.437  (meters)    1576.23   (feet)  ADJUSTED  
 TE0922  ___________________________________________________________________
 TE0922  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 TE0922  DYNAMIC HT  -         480.548 (meters)    1576.60  (feet)  COMP
 TE0922  MODELED GRAV-     980,825.7   (mgal)                       NAVD 88
 TE0922
 TE0922  VERT ORDER  -  SECOND    CLASS 0
 TE0922
 TE0922.The horizontal coordinates were scaled from a topographic map and have
 TE0922.an estimated accuracy of +/- 6 seconds.
 TE0922
 TE0922.The orthometric height was determined by differential leveling
 TE0922.and adjusted by the National Geodetic Survey in June 1991..
 TE0922
 TE0922.The geoid height was determined by GEOID03.
 TE0922
 TE0922.The dynamic height is computed by dividing the NAVD 88
 TE0922.geopotential number by the normal gravity value computed on the
 TE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0922.degrees latitude (g = 980.6199 gals.).
 TE0922
 TE0922.The modeled gravity was interpolated from observed gravity values.
 TE0922
 TE0922;                    North         East    Units  Estimated Accuracy
 TE0922;SPC ND N     -   197,590.      740,840.      MT  (+/- 180 meters Scaled)
 TE0922
 TE0922                          SUPERSEDED SURVEY CONTROL
 TE0922
 TE0922  NGVD 29 (??/??/92)  480.062  (m)         1575.00   (f) ADJ UNCH    2 0
 TE0922
 TE0922.Superseded values are not recommended for survey control.
 TE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0922.See file dsdata.txt to determine how the superseded data were derived.
 TE0922
 TE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV305010(NAD 83)
 TE0922_MARKER: DB = BENCH MARK DISK
 TE0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0922_STAMPING: C 456 1964
 TE0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0922+STABILITY: SURFACE MOTION
 TE0922
 TE0922  HISTORY     - Date     Condition        Report By
 TE0922  HISTORY     - 1964     MONUMENTED       CGS
 TE0922  HISTORY     - 1968     GOOD             DOD
 TE0922
 TE0922                          STATION DESCRIPTION
 TE0922
 TE0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0922'9.9 MI W FROM LANGDON.
 TE0922'ABOUT 9.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0922'LANGDON, 1.0 MILE EAST OF THE INTERSECTION OF A NORTH-SOUTH ROAD, NEAR
 TE0922'THE JUNCTION OF A DIRT DRIVEWAY LEADING NORTH INTO A FIELD, 88 FEET
 TE0922'NORTH OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF THE CENTER
 TE0922'LINE OF DRIVE, 3 FEET EAST OF POWER LINE POLE NO. 180, IN LINE WITH A
 TE0922'ROW OF POLES, 3 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET WEST OF A METAL
 TE0922'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 TE0922'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND. IN
 TE0922'SECTION 18, R 61 E, T 161 N.
 TE0922
 TE0922                          STATION RECOVERY (1968)
 TE0922
 TE0922'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0275 ***********************************************************************
 TE0275  DESIGNATION -  C 457
 TE0275  PID         -  TE0275
 TE0275  STATE/COUNTY-  ND/CAVALIER
 TE0275  USGS QUAD   -  OSNABROCK (1972)
 TE0275
 TE0275                         *CURRENT SURVEY CONTROL
 TE0275  ___________________________________________________________________
 TE0275* NAD 83(1986)-  48 41 15.     (N)    098 11 14.     (W)     SCALED    
 TE0275* NAVD 88     -       494.530  (meters)    1622.47   (feet)  ADJUSTED  
 TE0275  ___________________________________________________________________
 TE0275  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 TE0275  DYNAMIC HT  -         494.634 (meters)    1622.81  (feet)  COMP
 TE0275  MODELED GRAV-     980,806.5   (mgal)                       NAVD 88
 TE0275
 TE0275  VERT ORDER  -  SECOND    CLASS 0
 TE0275
 TE0275.The horizontal coordinates were scaled from a topographic map and have
 TE0275.an estimated accuracy of +/- 6 seconds.
 TE0275
 TE0275.The orthometric height was determined by differential leveling
 TE0275.and adjusted by the National Geodetic Survey in June 1991..
 TE0275
 TE0275.The geoid height was determined by GEOID03.
 TE0275
 TE0275.The dynamic height is computed by dividing the NAVD 88
 TE0275.geopotential number by the normal gravity value computed on the
 TE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0275.degrees latitude (g = 980.6199 gals.).
 TE0275
 TE0275.The modeled gravity was interpolated from observed gravity values.
 TE0275
 TE0275;                    North         East    Units  Estimated Accuracy
 TE0275;SPC ND N     -   190,180.      770,260.      MT  (+/- 180 meters Scaled)
 TE0275
 TE0275                          SUPERSEDED SURVEY CONTROL
 TE0275
 TE0275  NGVD 29 (??/??/92)  494.154  (m)         1621.24   (f) ADJ UNCH    2 0
 TE0275
 TE0275.Superseded values are not recommended for survey control.
 TE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0275.See file dsdata.txt to determine how the superseded data were derived.
 TE0275
 TE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU598930(NAD 83)
 TE0275_MARKER: DB = BENCH MARK DISK
 TE0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0275_STAMPING: C 457 1964
 TE0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0275+STABILITY: SURFACE MOTION
 TE0275
 TE0275  HISTORY     - Date     Condition        Report By
 TE0275  HISTORY     - 1964     MONUMENTED       CGS
 TE0275  HISTORY     - 1968     GOOD             DOD
 TE0275
 TE0275                          STATION DESCRIPTION
 TE0275
 TE0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0275'4.6 MI SE FROM EASBY.
 TE0275'ABOUT 1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CROSSING OF THE
 TE0275'GREAT NORTHERN RAILWAY AT EASBY, THENCE 3.0 MILES EAST ALONG A
 TE0275'GRAVELED ROAD, NEAR THE T JUNCTION OF A GRAVELED ROAD LEADING SOUTH,
 TE0275'108 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET WEST
 TE0275'OF THE CENTER LINE OF ROAD LEADING SOUTH, 114 FEET SOUTHWEST OF THE
 TE0275'APPROXIMATE CENTER OF THE JUNCTION, 1.8 FEET NORTH OF A STEEL WITNESS
 TE0275'POST, 1 1/2 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP
 TE0275'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0275'NOTE-- MARK MAY BE REACHED BY GOING 1.4 MILES NORTH ALONG COUNTY ROAD
 TE0275'NO. 35 FROM THE CROSSING OF THE GREAT NORTHERN RAILWAY AT OSNABROCK,
 TE0275'THENCE 2.0 MILES WEST ALONG GRAVELED ROAD TO MARK ON LEFT.
 TE0275
 TE0275                          STATION RECOVERY (1968)
 TE0275
 TE0275'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0438 ***********************************************************************
 RP0438  DESIGNATION -  C 46
 RP0438  PID         -  RP0438
 RP0438  STATE/COUNTY-  ND/RANSOM
 RP0438  USGS QUAD   -  SHELDON (1960)
 RP0438
 RP0438                         *CURRENT SURVEY CONTROL
 RP0438  ___________________________________________________________________
 RP0438* NAD 83(1986)-  46 36 17.     (N)    097 25 26.     (W)     SCALED    
 RP0438* NAVD 88     -       327.108  (meters)    1073.19   (feet)  ADJUSTED  
 RP0438  ___________________________________________________________________
 RP0438  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 RP0438  DYNAMIC HT  -         327.123 (meters)    1073.24  (feet)  COMP
 RP0438  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 RP0438
 RP0438  VERT ORDER  -  SECOND    CLASS 0
 RP0438
 RP0438.The horizontal coordinates were scaled from a topographic map and have
 RP0438.an estimated accuracy of +/- 6 seconds.
 RP0438
 RP0438.The orthometric height was determined by differential leveling
 RP0438.and adjusted by the National Geodetic Survey in June 1991..
 RP0438
 RP0438.The geoid height was determined by GEOID03.
 RP0438
 RP0438.The dynamic height is computed by dividing the NAVD 88
 RP0438.geopotential number by the normal gravity value computed on the
 RP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0438.degrees latitude (g = 980.6199 gals.).
 RP0438
 RP0438.The modeled gravity was interpolated from observed gravity values.
 RP0438
 RP0438;                    North         East    Units  Estimated Accuracy
 RP0438;SPC ND S     -   108,880.      835,600.      MT  (+/- 180 meters Scaled)
 RP0438
 RP0438                          SUPERSEDED SURVEY CONTROL
 RP0438
 RP0438  NGVD 29 (??/??/92)  326.797  (m)         1072.17   (f) ADJ UNCH    2 0
 RP0438
 RP0438.Superseded values are not recommended for survey control.
 RP0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0438.See file dsdata.txt to determine how the superseded data were derived.
 RP0438
 RP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS207624(NAD 83)
 RP0438_MARKER: DB = BENCH MARK DISK
 RP0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0438_STAMPING: C-46 1934
 RP0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0438+STABILITY: SURFACE MOTION
 RP0438
 RP0438  HISTORY     - Date     Condition        Report By
 RP0438  HISTORY     - 1934     MONUMENTED       CGS
 RP0438
 RP0438                          STATION DESCRIPTION
 RP0438
 RP0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0438'3.6 MI NE FROM SHELDON.
 RP0438'3.6 MILES NORTHEAST OF SHELDON DEPOT.  ALONG NORTHERN PACIFIC RAILROAD
 RP0438'7 POLES NORTHEAST OF PUBLIC CROSSING AND ACROSS TRACKS FROM MILEPOST
 RP0438'NO.37.  SET IN POST 1 FOOT BELOW RAIL LEVEL, 2 FEET NORTHWEST OF
 RP0438'FENCE, 6 FEET NORTHWEST OF POLE AND 98 FEET SOUTHEAST OF CENTER LINE
 RP0438'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1529 ***********************************************************************
 TG1529  DESIGNATION -  C 462
 TG1529  PID         -  TG1529
 TG1529  STATE/COUNTY-  ND/WILLIAMS
 TG1529  USGS QUAD   -  TRENTON NW (1974)
 TG1529
 TG1529                         *CURRENT SURVEY CONTROL
 TG1529  ___________________________________________________________________
 TG1529* NAD 83(1986)-  48 08 24.     (N)    103 54 20.     (W)     SCALED    
 TG1529* NAVD 88     -       686.253  (meters)    2251.48   (feet)  ADJUSTED  
 TG1529  ___________________________________________________________________
 TG1529  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1529  DYNAMIC HT  -         686.326 (meters)    2251.72  (feet)  COMP
 TG1529  MODELED GRAV-     980,695.8   (mgal)                       NAVD 88
 TG1529
 TG1529  VERT ORDER  -  FIRST     CLASS II
 TG1529
 TG1529.The horizontal coordinates were scaled from a topographic map and have
 TG1529.an estimated accuracy of +/- 6 seconds.
 TG1529
 TG1529.The orthometric height was determined by differential leveling
 TG1529.and adjusted by the National Geodetic Survey in June 1991..
 TG1529
 TG1529.The geoid height was determined by GEOID03.
 TG1529
 TG1529.The dynamic height is computed by dividing the NAVD 88
 TG1529.geopotential number by the normal gravity value computed on the
 TG1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1529.degrees latitude (g = 980.6199 gals.).
 TG1529
 TG1529.The modeled gravity was interpolated from observed gravity values.
 TG1529
 TG1529;                    North         East    Units  Estimated Accuracy
 TG1529;SPC ND N     -   132,350.      346,650.      MT  (+/- 180 meters Scaled)
 TG1529
 TG1529                          SUPERSEDED SURVEY CONTROL
 TG1529
 TG1529.No superseded survey control is available for this station.
 TG1529
 TG1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP814324(NAD 83)
 TG1529_MARKER: I = METAL ROD
 TG1529_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1529_SP_SET: STAINLESS STEEL ROD
 TG1529_STAMPING: C 462 1981
 TG1529_MARK LOGO: NGS   
 TG1529_PROJECTION: FLUSH
 TG1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1529_ROD/PIPE-DEPTH: 6.1  meters
 TG1529
 TG1529  HISTORY     - Date     Condition        Report By
 TG1529  HISTORY     - 1981     MONUMENTED       NGS
 TG1529
 TG1529                          STATION DESCRIPTION
 TG1529
 TG1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1529'13.5 KM (8.4 MI) WEST FROM WILLISTON.
 TG1529'13.5 KM (8.4 MI) WEST ALONG STATE HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1529'U.S. HIGHWAY 85 IN WILLISTON, 30.2 METERS (99.0 FT) SOUTH OF THE
 TG1529'CENTERLINE OF THE HIGHWAY, 20.6 METERS (67.5 FT) EAST OF A UTILITY
 TG1529'POLE, 10.4 METERS (34.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE
 TG1529'ROAD LEADING SOUTH AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 TG1529'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1529'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TG1529'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0656 ***********************************************************************
 SO0656  DESIGNATION -  C 463
 SO0656  PID         -  SO0656
 SO0656  STATE/COUNTY-  ND/MCKENZIE
 SO0656  USGS QUAD   -  CARTWRIGHT NE (1969)
 SO0656
 SO0656                         *CURRENT SURVEY CONTROL
 SO0656  ___________________________________________________________________
 SO0656* NAD 83(1986)-  47 52 37.     (N)    103 46 37.     (W)     SCALED    
 SO0656* NAVD 88     -       639.296  (meters)    2097.42   (feet)  ADJUSTED  
 SO0656  ___________________________________________________________________
 SO0656  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0656  DYNAMIC HT  -         639.359 (meters)    2097.63  (feet)  COMP
 SO0656  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 SO0656
 SO0656  VERT ORDER  -  FIRST     CLASS II
 SO0656
 SO0656.The horizontal coordinates were scaled from a topographic map and have
 SO0656.an estimated accuracy of +/- 6 seconds.
 SO0656
 SO0656.The orthometric height was determined by differential leveling
 SO0656.and adjusted by the National Geodetic Survey in June 1991..
 SO0656
 SO0656.The geoid height was determined by GEOID03.
 SO0656
 SO0656.The dynamic height is computed by dividing the NAVD 88
 SO0656.geopotential number by the normal gravity value computed on the
 SO0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0656.degrees latitude (g = 980.6199 gals.).
 SO0656
 SO0656.The modeled gravity was interpolated from observed gravity values.
 SO0656
 SO0656;                    North         East    Units  Estimated Accuracy
 SO0656;SPC ND N     -   102,710.      354,960.      MT  (+/- 180 meters Scaled)
 SO0656
 SO0656                          SUPERSEDED SURVEY CONTROL
 SO0656
 SO0656.No superseded survey control is available for this station.
 SO0656
 SO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP914033(NAD 83)
 SO0656_MARKER: I = METAL ROD
 SO0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0656_SP_SET: STAINLESS STEEL ROD
 SO0656_STAMPING: C 463 1981
 SO0656_MARK LOGO: NGS   
 SO0656_PROJECTION: FLUSH
 SO0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0656_ROD/PIPE-DEPTH: 6.1  meters
 SO0656
 SO0656  HISTORY     - Date     Condition        Report By
 SO0656  HISTORY     - 1981     MONUMENTED       NGS
 SO0656
 SO0656                          STATION DESCRIPTION
 SO0656
 SO0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0656'22.1 KM (13.75 MI) EAST FROM FAIRVIEW.
 SO0656'22.1 KM (13.75 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0656'OFFICE IN FAIRVIEW, 23.8 METERS (78.0 FT) SOUTH OF THE CENTERLINE OF
 SO0656'THE HIGHWAY, 12.2 METERS (40.0 FT) WEST OF THE CENTER OF A GRAVELEDED
 SO0656'ROAD, 3.8 METERS (12.5 FT) EAST OF A HIGHWAY RIGHT-OF-WAY POST, 2.1
 SO0656'METERS (7.0 FT) WEST OF A UTILITY POLE AND 0.3 METER (1.0 FT) NORTH OF
 SO0656'A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SO0656'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1833 ***********************************************************************
 TF1833  DESIGNATION -  C 464
 TF1833  PID         -  TF1833
 TF1833  STATE/COUNTY-  ND/WARD
 TF1833  USGS QUAD   -  BURLINGTON (1979)
 TF1833
 TF1833                         *CURRENT SURVEY CONTROL
 TF1833  ___________________________________________________________________
 TF1833* NAD 83(1986)-  48 15 13.     (N)    101 29 28.     (W)     SCALED    
 TF1833* NAVD 88     -       570.018  (meters)    1870.13   (feet)  ADJUSTED  
 TF1833  ___________________________________________________________________
 TF1833  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 TF1833  DYNAMIC HT  -         570.114 (meters)    1870.45  (feet)  COMP
 TF1833  MODELED GRAV-     980,762.1   (mgal)                       NAVD 88
 TF1833
 TF1833  VERT ORDER  -  FIRST     CLASS II
 TF1833
 TF1833.The horizontal coordinates were scaled from a topographic map and have
 TF1833.an estimated accuracy of +/- 6 seconds.
 TF1833
 TF1833.The orthometric height was determined by differential leveling
 TF1833.and adjusted by the National Geodetic Survey in June 1991..
 TF1833
 TF1833.The geoid height was determined by GEOID03.
 TF1833
 TF1833.The dynamic height is computed by dividing the NAVD 88
 TF1833.geopotential number by the normal gravity value computed on the
 TF1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1833.degrees latitude (g = 980.6199 gals.).
 TF1833
 TF1833.The modeled gravity was interpolated from observed gravity values.
 TF1833
 TF1833;                    North         East    Units  Estimated Accuracy
 TF1833;SPC ND N     -   139,850.      526,410.      MT  (+/- 180 meters Scaled)
 TF1833
 TF1833                          SUPERSEDED SURVEY CONTROL
 TF1833
 TF1833.No superseded survey control is available for this station.
 TF1833
 TF1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU150474(NAD 83)
 TF1833_MARKER: I = METAL ROD
 TF1833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1833_SP_SET: STAINLESS STEEL ROD
 TF1833_STAMPING: C 464 1981
 TF1833_MARK LOGO: NGS   
 TF1833_PROJECTION: FLUSH
 TF1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1833_ROD/PIPE-DEPTH: 6.1  meters
 TF1833
 TF1833  HISTORY     - Date     Condition        Report By
 TF1833  HISTORY     - 1981     MONUMENTED       NGS
 TF1833
 TF1833                          STATION DESCRIPTION
 TF1833
 TF1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1833'5.6 KM (3.5 MI) EAST FROM DES LACS.
 TF1833'5.6 KM (3.5 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1833'NORTHERN RAILROAD STATION IN DES LACS, 15.5 METERS (50.9 FT)
 TF1833'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 12.8 METERS (42.0 FT)
 TF1833'WEST-SOUTHWEST OF A GRAVELED ROAD LEADING SOUTH AND 1.0 METERS (3.3
 TF1833'FT) WEST-SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 TF1833'IS THROUGH A 5-INCH LOGO CAP.
 TF1833'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 TF1833'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1638 ***********************************************************************
 TG1638  CBN         -  This is a Cooperative Base Network Control Station.
 TG1638  DESIGNATION -  C 465
 TG1638  PID         -  TG1638
 TG1638  STATE/COUNTY-  ND/MOUNTRAIL
 TG1638  USGS QUAD   -  STANLEY (1981)
 TG1638
 TG1638                         *CURRENT SURVEY CONTROL
 TG1638  ___________________________________________________________________
 TG1638* NAD 83(1996)-  48 18 02.77938(N)    102 23 53.66476(W)     ADJUSTED  
 TG1638* NAVD 88     -       682.865  (meters)    2240.37   (feet)  ADJUSTED  
 TG1638  ___________________________________________________________________
 TG1638  X           -    -912,765.537 (meters)                     COMP
 TG1638  Y           -  -4,152,103.811 (meters)                     COMP
 TG1638  Z           -   4,739,685.514 (meters)                     COMP
 TG1638  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 TG1638  ELLIP HEIGHT-         664.62  (meters)          (04/07/03) GPS OBS
 TG1638  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG1638  DYNAMIC HT  -         682.971 (meters)    2240.71  (feet)  COMP
 TG1638  MODELED GRAV-     980,742.8   (mgal)                       NAVD 88
 TG1638
 TG1638  HORZ ORDER  -  A
 TG1638  VERT ORDER  -  FIRST     CLASS II
 TG1638  ELLP ORDER  -  THIRD     CLASS II
 TG1638
 TG1638.The horizontal coordinates were established by GPS observations
 TG1638.and adjusted by the National Geodetic Survey in April 2003..
 TG1638
 TG1638.The orthometric height was determined by differential leveling
 TG1638.and adjusted by the National Geodetic Survey in June 1991..
 TG1638
 TG1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1638
 TG1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1638
 TG1638.The ellipsoidal height was determined by GPS observations
 TG1638.and is referenced to NAD 83.
 TG1638
 TG1638.The geoid height was determined by GEOID03.
 TG1638
 TG1638.The dynamic height is computed by dividing the NAVD 88
 TG1638.geopotential number by the normal gravity value computed on the
 TG1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1638.degrees latitude (g = 980.6199 gals.).
 TG1638
 TG1638.The modeled gravity was interpolated from observed gravity values.
 TG1638
 TG1638;                    North         East     Units Scale Factor Converg.
 TG1638;SPC ND N     -   146,358.141   459,190.809   MT  0.99994294   -1 24 45.2
 TG1638;SPC ND N     -   480,177.63  1,506,531.53   iFT  0.99994294   -1 24 45.2
 TG1638;UTM  13      - 5,353,002.540   692,941.230   MT  1.00005741   +1 56 35.5
 TG1638
 TG1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1638!SPC ND N     -   0.99989585  x   0.99994294  =   0.99983879
 TG1638!UTM  13      -   0.99989585  x   1.00005741  =   0.99995325
 TG1638
 TG1638                          SUPERSEDED SURVEY CONTROL
 TG1638
 TG1638  NAVD 88 (04/07/03)  682.87   (m)         2240.4    (f) LEVELING    3  
 TG1638
 TG1638.Superseded values are not recommended for survey control.
 TG1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1638.See file dsdata.txt to determine how the superseded data were derived.
 TG1638
 TG1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9294153003(NAD 83)
 TG1638_MARKER: I = METAL ROD
 TG1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1638_SP_SET: STAINLESS STEEL ROD
 TG1638_STAMPING: C 465 1982
 TG1638_MARK LOGO: NGS   
 TG1638_PROJECTION: FLUSH
 TG1638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1638+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 TG1638_ROD/PIPE-DEPTH: 5.2  meters
 TG1638
 TG1638  HISTORY     - Date     Condition        Report By
 TG1638  HISTORY     - 1982     MONUMENTED       NGS
 TG1638  HISTORY     - 20020819 GOOD             NGS
 TG1638
 TG1638                          STATION DESCRIPTION
 TG1638
 TG1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1638'IN STANLEY.
 TG1638'IN STANLEY, AT THE STANLEY MUNICIPAL AIRPORT, 30.5 METERS (100.1 FT)
 TG1638'NORTH OF THE CENTER OF THE ENTRANCE ROAD AND 1.0 METER (3.3 FT) EAST
 TG1638'OF THE SOUTHEAST LEG OF THE AIRPORT BEACON TOWER.  NOTE=ACCESS TO THE
 TG1638'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1638'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1638'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 TG1638
 TG1638                          STATION RECOVERY (2002)
 TG1638
 TG1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 TG1638'RECOVERED AS DESCRIBED.
 TG1638'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1598 ***********************************************************************
 TG1598  DESIGNATION -  C 466
 TG1598  PID         -  TG1598
 TG1598  STATE/COUNTY-  ND/WILLIAMS
 TG1598  USGS QUAD   -  RAY SE (1978)
 TG1598
 TG1598                         *CURRENT SURVEY CONTROL
 TG1598  ___________________________________________________________________
 TG1598* NAD 83(1986)-  48 20 31.     (N)    103 06 35.     (W)     SCALED    
 TG1598* NAVD 88     -       682.836  (meters)    2240.27   (feet)  ADJUSTED  
 TG1598  ___________________________________________________________________
 TG1598  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1598  DYNAMIC HT  -         682.932 (meters)    2240.59  (feet)  COMP
 TG1598  MODELED GRAV-     980,729.9   (mgal)                       NAVD 88
 TG1598
 TG1598  VERT ORDER  -  FIRST     CLASS II
 TG1598
 TG1598.The horizontal coordinates were scaled from a topographic map and have
 TG1598.an estimated accuracy of +/- 6 seconds.
 TG1598
 TG1598.The orthometric height was determined by differential leveling
 TG1598.and adjusted by the National Geodetic Survey in June 1991..
 TG1598
 TG1598.The geoid height was determined by GEOID03.
 TG1598
 TG1598.The dynamic height is computed by dividing the NAVD 88
 TG1598.geopotential number by the normal gravity value computed on the
 TG1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1598.degrees latitude (g = 980.6199 gals.).
 TG1598
 TG1598.The modeled gravity was interpolated from observed gravity values.
 TG1598
 TG1598;                    North         East    Units  Estimated Accuracy
 TG1598;SPC ND N     -   152,480.      406,590.      MT  (+/- 180 meters Scaled)
 TG1598
 TG1598                          SUPERSEDED SURVEY CONTROL
 TG1598
 TG1598.No superseded survey control is available for this station.
 TG1598
 TG1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP400560(NAD 83)
 TG1598_MARKER: I = METAL ROD
 TG1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1598_SP_SET: STAINLESS STEEL ROD
 TG1598_STAMPING: C 466 1982
 TG1598_MARK LOGO: NGS   
 TG1598_PROJECTION: FLUSH
 TG1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1598_ROD/PIPE-DEPTH: 9.1  meters
 TG1598
 TG1598  HISTORY     - Date     Condition        Report By
 TG1598  HISTORY     - 1982     MONUMENTED       NGS
 TG1598
 TG1598                          STATION DESCRIPTION
 TG1598
 TG1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1598'4.2 KM (2.6 MI) EAST FROM RAY.
 TG1598'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1598'RAY, THENCE 4.1 KM (2.55 MI) EASTERLY ALONG U. S. HIGHWAY 2, 61.0
 TG1598'METERS (200.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.4 METERS
 TG1598'(30.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD AND 2.0 METERS
 TG1598'(6.6 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1598'THROUGH A 5-INCH LOGO CAP.
 TG1598'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 TG1598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1567 ***********************************************************************
 TG1567  DESIGNATION -  C 467
 TG1567  PID         -  TG1567
 TG1567  STATE/COUNTY-  ND/WILLIAMS
 TG1567  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1567
 TG1567                         *CURRENT SURVEY CONTROL
 TG1567  ___________________________________________________________________
 TG1567* NAD 83(1986)-  48 17 06.     (N)    103 36 02.     (W)     SCALED    
 TG1567* NAVD 88     -       596.194  (meters)    1956.01   (feet)  ADJUSTED  
 TG1567  ___________________________________________________________________
 TG1567  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG1567  DYNAMIC HT  -         596.281 (meters)    1956.30  (feet)  COMP
 TG1567  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 TG1567
 TG1567  VERT ORDER  -  FIRST     CLASS II
 TG1567
 TG1567.The horizontal coordinates were scaled from a topographic map and have
 TG1567.an estimated accuracy of +/- 6 seconds.
 TG1567
 TG1567.The orthometric height was determined by differential leveling
 TG1567.and adjusted by the National Geodetic Survey in June 1991..
 TG1567
 TG1567.The geoid height was determined by GEOID03.
 TG1567
 TG1567.The dynamic height is computed by dividing the NAVD 88
 TG1567.geopotential number by the normal gravity value computed on the
 TG1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1567.degrees latitude (g = 980.6199 gals.).
 TG1567
 TG1567.The modeled gravity was interpolated from observed gravity values.
 TG1567
 TG1567;                    North         East    Units  Estimated Accuracy
 TG1567;SPC ND N     -   147,500.      369,970.      MT  (+/- 180 meters Scaled)
 TG1567
 TG1567                          SUPERSEDED SURVEY CONTROL
 TG1567
 TG1567.No superseded survey control is available for this station.
 TG1567
 TG1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP038489(NAD 83)
 TG1567_MARKER: I = METAL ROD
 TG1567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1567_SP_SET: STAINLESS STEEL ROD
 TG1567_STAMPING: C 467 1982
 TG1567_MARK LOGO: NGS   
 TG1567_PROJECTION: FLUSH
 TG1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1567_ROD/PIPE-DEPTH: 5.8  meters
 TG1567
 TG1567  HISTORY     - Date     Condition        Report By
 TG1567  HISTORY     - 1982     MONUMENTED       NGS
 TG1567
 TG1567                          STATION DESCRIPTION
 TG1567
 TG1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1567'18.8 KM (11.65 MI) WEST FROM EPPING.
 TG1567'0.1 KM (0.05 MI) EASTERLY ALONG A DIRT ROAD FROM THE POST OFFICE IN
 TG1567'EPPING, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG COUNTY ROAD 42, THENCE
 TG1567'18.2 KM (11.3 MI) WESTERLY ALONG COUNTY ROAD 8, 0.3 KM (0.2 MI) EAST
 TG1567'OF A GRAVELED ROAD LEADING NORTHEAST TO A GRAVEL STORAGE YARD AND 16.7
 TG1567'METERS (54.8 FT) NORTH OF THE CENTERLINE OF THE ROAD.  NOTE=ACCESS TO
 TG1567'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1567'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 TG1567'THE MARK IS 1.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1422 ***********************************************************************
 SN1422  DESIGNATION -  C 468
 SN1422  PID         -  SN1422
 SN1422  STATE/COUNTY-  ND/WARD
 SN1422  USGS QUAD   -  MAX NE (1980)
 SN1422
 SN1422                         *CURRENT SURVEY CONTROL
 SN1422  ___________________________________________________________________
 SN1422* NAD 83(1986)-  47 54 53.     (N)    101 17 38.     (W)     SCALED    
 SN1422* NAVD 88     -       677.183  (meters)    2221.72   (feet)  ADJUSTED  
 SN1422  ___________________________________________________________________
 SN1422  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SN1422  DYNAMIC HT  -         677.262 (meters)    2221.98  (feet)  COMP
 SN1422  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 SN1422
 SN1422  VERT ORDER  -  FIRST     CLASS II
 SN1422
 SN1422.The horizontal coordinates were scaled from a topographic map and have
 SN1422.an estimated accuracy of +/- 6 seconds.
 SN1422
 SN1422.The orthometric height was determined by differential leveling
 SN1422.and adjusted by the National Geodetic Survey in June 1991..
 SN1422
 SN1422.The geoid height was determined by GEOID03.
 SN1422
 SN1422.The dynamic height is computed by dividing the NAVD 88
 SN1422.geopotential number by the normal gravity value computed on the
 SN1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1422.degrees latitude (g = 980.6199 gals.).
 SN1422
 SN1422.The modeled gravity was interpolated from observed gravity values.
 SN1422
 SN1422;                    North         East    Units  Estimated Accuracy
 SN1422;SPC ND N     -   102,010.      540,660.      MT  (+/- 180 meters Scaled)
 SN1422
 SN1422                          SUPERSEDED SURVEY CONTROL
 SN1422
 SN1422.No superseded survey control is available for this station.
 SN1422
 SN1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU286093(NAD 83)
 SN1422_MARKER: I = METAL ROD
 SN1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1422_SP_SET: STAINLESS STEEL ROD
 SN1422_STAMPING: C 468 1982
 SN1422_MARK LOGO: NGS   
 SN1422_PROJECTION: FLUSH
 SN1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1422_ROD/PIPE-DEPTH: 8.5  meters
 SN1422
 SN1422  HISTORY     - Date     Condition        Report By
 SN1422  HISTORY     - 1982     MONUMENTED       NGS
 SN1422
 SN1422                          STATION DESCRIPTION
 SN1422
 SN1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1422'35.3 KM (21.95 MI) SOUT FROM MINOT.
 SN1422'35.3 KM (21.95 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 SN1422'OFFICE IN MINOT, 69.3 METERS (227.4 FT) EAST OF THE EAST END OF AN
 SN1422'18-INCH CONCRETE PIPE CULVERT AND 45.7 METERS (149.9 FT) EAST OF THE
 SN1422'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO
 SN1422'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1422'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SN1422'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1156 ***********************************************************************
 SL1156  DESIGNATION -  C 469
 SL1156  PID         -  SL1156
 SL1156  STATE/COUNTY-  ND/GRAND FORKS
 SL1156  USGS QUAD   -  ARVILLA (1963)
 SL1156
 SL1156                         *CURRENT SURVEY CONTROL
 SL1156  ___________________________________________________________________
 SL1156* NAD 83(1986)-  47 55 14.     (N)    097 29 51.     (W)     SCALED    
 SL1156* NAVD 88     -       308.798  (meters)    1013.11   (feet)  ADJUSTED  
 SL1156  ___________________________________________________________________
 SL1156  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL1156  DYNAMIC HT  -         308.850 (meters)    1013.29  (feet)  COMP
 SL1156  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 SL1156
 SL1156  VERT ORDER  -  FIRST     CLASS II
 SL1156
 SL1156.The horizontal coordinates were scaled from a topographic map and have
 SL1156.an estimated accuracy of +/- 6 seconds.
 SL1156
 SL1156.The orthometric height was determined by differential leveling
 SL1156.and adjusted by the National Geodetic Survey in June 1991..
 SL1156
 SL1156.The geoid height was determined by GEOID03.
 SL1156
 SL1156.The dynamic height is computed by dividing the NAVD 88
 SL1156.geopotential number by the normal gravity value computed on the
 SL1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1156.degrees latitude (g = 980.6199 gals.).
 SL1156
 SL1156.The modeled gravity was interpolated from observed gravity values.
 SL1156
 SL1156;                    North         East    Units  Estimated Accuracy
 SL1156;SPC ND N     -   106,720.      824,340.      MT  (+/- 180 meters Scaled)
 SL1156
 SL1156                          SUPERSEDED SURVEY CONTROL
 SL1156
 SL1156.No superseded survey control is available for this station.
 SL1156
 SL1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU122085(NAD 83)
 SL1156_MARKER: I = METAL ROD
 SL1156_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1156_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1156_STAMPING: C 469 1981
 SL1156_MARK LOGO: NGS   
 SL1156_PROJECTION: RECESSED 4 CENTIMETERS
 SL1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1156+STABILITY: POSITION/ELEVATION WELL
 SL1156_ROD/PIPE-DEPTH: 15.8 meters
 SL1156_SLEEVE-DEPTH  : 10.6 meters
 SL1156
 SL1156  HISTORY     - Date     Condition        Report By
 SL1156  HISTORY     - 1981     MONUMENTED       NGS
 SL1156
 SL1156                          STATION DESCRIPTION
 SL1156
 SL1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1156'IN ARVILLA.
 SL1156'SET IN THE FRONT LAWN OF THE ELEMENTARY SCHOOL IN ARVILLA, 17.6 METERS
 SL1156'(58.0 FT) NORTH OF THE CENTER OF A GRAVEL STREET IN FRONT OF THE
 SL1156'SCHOOL, 14.3 METERS (47.0 FT) WEST OF THE SOUTHEAST CORNER OF THE
 SL1156'SCHOOL, 13.7 METERS (45.0 FT) EAST OF THE SOUTHWEST CORNER,
 SL1156'12.8 METERS (42.0 FT) NORTHEAST OF THE FLAG POLE, 13.3 METERS
 SL1156'(43.5 FT) NORTH NORTHEAST OF A TELEPHONE JUNCTION BOX, 2.4 METERS
 SL1156'(8.0 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING.
 SL1156'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0382 ***********************************************************************
 RP0382  DESIGNATION -  C 47
 RP0382  PID         -  RP0382
 RP0382  STATE/COUNTY-  ND/CASS
 RP0382  USGS QUAD   -  FARGO NORTH (1993)
 RP0382
 RP0382                         *CURRENT SURVEY CONTROL
 RP0382  ___________________________________________________________________
 RP0382* NAD 83(1986)-  46 52 58.     (N)    096 47 45.     (W)     SCALED    
 RP0382* NAVD 88     -       275.553  (meters)     904.04   (feet)  ADJUSTED  
 RP0382  ___________________________________________________________________
 RP0382  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RP0382  DYNAMIC HT  -         275.578 (meters)     904.13  (feet)  COMP
 RP0382  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 RP0382
 RP0382  VERT ORDER  -  SECOND    CLASS 0
 RP0382
 RP0382.The horizontal coordinates were scaled from a topographic map and have
 RP0382.an estimated accuracy of +/- 6 seconds.
 RP0382
 RP0382.The orthometric height was determined by differential leveling
 RP0382.and adjusted by the National Geodetic Survey in June 1991..
 RP0382
 RP0382.The geoid height was determined by GEOID03.
 RP0382
 RP0382.The dynamic height is computed by dividing the NAVD 88
 RP0382.geopotential number by the normal gravity value computed on the
 RP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0382.degrees latitude (g = 980.6199 gals.).
 RP0382
 RP0382.The modeled gravity was interpolated from observed gravity values.
 RP0382
 RP0382;                    North         East    Units  Estimated Accuracy
 RP0382;SPC ND S     -   141,830.      882,220.      MT  (+/- 180 meters Scaled)
 RP0382
 RP0382                          SUPERSEDED SURVEY CONTROL
 RP0382
 RP0382  NGVD 29 (??/??/92)  275.264  (m)          903.10   (f) ADJ UNCH    2 0
 RP0382
 RP0382.Superseded values are not recommended for survey control.
 RP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0382.See file dsdata.txt to determine how the superseded data were derived.
 RP0382
 RP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS679944(NAD 83)
 RP0382_MARKER: DB = BENCH MARK DISK
 RP0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0382_SP_SET: FONDATION
 RP0382_STAMPING: C 47 1934
 RP0382_MARK LOGO: CGS   
 RP0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0382
 RP0382  HISTORY     - Date     Condition        Report By
 RP0382  HISTORY     - 1934     MONUMENTED       CGS
 RP0382  HISTORY     - 1968     GOOD             NGS
 RP0382  HISTORY     - 1982     GOOD             NGS
 RP0382
 RP0382                          STATION DESCRIPTION
 RP0382
 RP0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 RP0382'IN FARGO.
 RP0382'AT FARGO, CASS COUNTY, AT THE NORTHWEST QUADRANT OF THE INTERSECTION
 RP0382'OF 6TH AVENUE NORTH AND 11TH STREET, ON THE GREAT NORTHERN RAILWAY.
 RP0382'ABOUT 200 FEET NORTH OF THE CENTER LINE OF THE NORTH TRACK AT THE
 RP0382'JUNCTION WITH A SIDETRACK LEADING FROM THE NORTH, AT THE CITY WATER
 RP0382'TANK, AND IN THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE SECOND
 RP0382'LEG WEST OF THE LADDERWAY.  A STANDARD BENCH MARK DISK, SET IN A DRILL
 RP0382'HOLE.
 RP0382
 RP0382                          STATION RECOVERY (1982)
 RP0382
 RP0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0382'RECOVERED THIS DATE, INACCESSIBLE FOR LEVELS, INSIDE LOCKED POLICE
 RP0382'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1618 ***********************************************************************
 TE1618  DESIGNATION -  C 471
 TE1618  PID         -  TE1618
 TE1618  STATE/COUNTY-  ND/PIERCE
 TE1618  USGS QUAD   -  RUGBY (1980)
 TE1618
 TE1618                         *CURRENT SURVEY CONTROL
 TE1618  ___________________________________________________________________
 TE1618* NAD 83(1986)-  48 21 17.     (N)    099 54 13.     (W)     SCALED    
 TE1618* NAVD 88     -       477.695  (meters)    1567.24   (feet)  ADJUSTED  
 TE1618  ___________________________________________________________________
 TE1618  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 TE1618  DYNAMIC HT  -         477.787 (meters)    1567.54  (feet)  COMP
 TE1618  MODELED GRAV-     980,789.2   (mgal)                       NAVD 88
 TE1618
 TE1618  VERT ORDER  -  FIRST     CLASS II
 TE1618
 TE1618.The horizontal coordinates were scaled from a topographic map and have
 TE1618.an estimated accuracy of +/- 6 seconds.
 TE1618
 TE1618.The orthometric height was determined by differential leveling
 TE1618.and adjusted by the National Geodetic Survey in June 1991..
 TE1618
 TE1618.The geoid height was determined by GEOID03.
 TE1618
 TE1618.The dynamic height is computed by dividing the NAVD 88
 TE1618.geopotential number by the normal gravity value computed on the
 TE1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1618.degrees latitude (g = 980.6199 gals.).
 TE1618
 TE1618.The modeled gravity was interpolated from observed gravity values.
 TE1618
 TE1618;                    North         East    Units  Estimated Accuracy
 TE1618;SPC ND N     -   150,790.      644,200.      MT  (+/- 180 meters Scaled)
 TE1618
 TE1618                          SUPERSEDED SURVEY CONTROL
 TE1618
 TE1618.No superseded survey control is available for this station.
 TE1618
 TE1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU330561(NAD 83)
 TE1618_MARKER: I = METAL ROD
 TE1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1618_SP_SET: STAINLESS STEEL ROD
 TE1618_STAMPING: C 471 1982
 TE1618_MARK LOGO: NGS   
 TE1618_PROJECTION: FLUSH
 TE1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1618+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 TE1618_ROD/PIPE-DEPTH: 9.8  meters
 TE1618
 TE1618  HISTORY     - Date     Condition        Report By
 TE1618  HISTORY     - 1982     MONUMENTED       NGS
 TE1618  HISTORY     - 20000913 GOOD             NDHD
 TE1618
 TE1618                          STATION DESCRIPTION
 TE1618
 TE1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1618'7.2 KM (4.45 MI) EAST FROM RUGBY.
 TE1618'7.2 KM (4.45 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1618'ROUTE 3 IN RUGBY, AT HIGHWAY MILEPOST NUMBER 216, IN LINE WITH THE
 TE1618'EAST-WEST POLERLINES, 0.6 METER (2.0 FT) WEST OF A POWERLINE POLE, 8.2
 TE1618'METERS (27.0 FT) WEST-NORTHWEST OF A CONCRETE BOUNDARY POST, 45.1
 TE1618'METERS (148.0 FT) NORTHEAST OF MILEPOST 216, AND 31.1 METERS (102.0
 TE1618'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.
 TE1618'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 TE1618'THE MARK IS 0.3 M BELOW HIGHWAY.
 TE1618
 TE1618                          STATION RECOVERY (2000)
 TE1618
 TE1618'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1618'STAMPED - 'C 471  1982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1916 ***********************************************************************
 TF1916  DESIGNATION -  C 472
 TF1916  PID         -  TF1916
 TF1916  STATE/COUNTY-  ND/MCHENRY
 TF1916  USGS QUAD   -  SIMCOE (1949)
 TF1916
 TF1916                         *CURRENT SURVEY CONTROL
 TF1916  ___________________________________________________________________
 TF1916* NAD 83(1986)-  48 14 23.     (N)    100 51 48.     (W)     SCALED    
 TF1916* NAVD 88     -       463.583  (meters)    1520.94   (feet)  ADJUSTED  
 TF1916  ___________________________________________________________________
 TF1916  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF1916  DYNAMIC HT  -         463.663 (meters)    1521.20  (feet)  COMP
 TF1916  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 TF1916
 TF1916  VERT ORDER  -  FIRST     CLASS II
 TF1916
 TF1916.The horizontal coordinates were scaled from a topographic map and have
 TF1916.an estimated accuracy of +/- 6 seconds.
 TF1916
 TF1916.The orthometric height was determined by differential leveling
 TF1916.and adjusted by the National Geodetic Survey in June 1991..
 TF1916
 TF1916.The geoid height was determined by GEOID03.
 TF1916
 TF1916.The dynamic height is computed by dividing the NAVD 88
 TF1916.geopotential number by the normal gravity value computed on the
 TF1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1916.degrees latitude (g = 980.6199 gals.).
 TF1916
 TF1916.The modeled gravity was interpolated from observed gravity values.
 TF1916
 TF1916;                    North         East    Units  Estimated Accuracy
 TF1916;SPC ND N     -   137,900.      573,010.      MT  (+/- 180 meters Scaled)
 TF1916
 TF1916                          SUPERSEDED SURVEY CONTROL
 TF1916
 TF1916.No superseded survey control is available for this station.
 TF1916
 TF1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU616446(NAD 83)
 TF1916_MARKER: I = METAL ROD
 TF1916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1916_SP_SET: STAINLESS STEEL ROD
 TF1916_STAMPING: C 472 1982
 TF1916_MARK LOGO: NGS   
 TF1916_PROJECTION: FLUSH
 TF1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1916_ROD/PIPE-DEPTH: 7.3  meters
 TF1916
 TF1916  HISTORY     - Date     Condition        Report By
 TF1916  HISTORY     - 1982     MONUMENTED       NGS
 TF1916
 TF1916                          STATION DESCRIPTION
 TF1916
 TF1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1916'4.75 KM (2.95 MI) WEST FROM GRANVILLE.
 TF1916'4.75 KM (2.95 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1916'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, SET ACROSS
 TF1916'THE HIGHWAY FROM AN ELECTRICAL SUBSTATION, 30.1 METERS (99.0 FT) NORTH
 TF1916'OF THE CENTERLINE OF THE HIGHWAY, 41.4 METERS (136.0 FT) SOUTHEAST OF
 TF1916'THE SOUTHEAST CORNER OF A HIGH VOLTAGE ELECTRICAL BOX, 50.5 METERS
 TF1916'(166.0 FT) EAST OF THE CENTER OF A FIELD ROAD, 1.2 METERS (4.0 FT)
 TF1916'SOUTH OF A POWER POLE WITH 6 GUY WIRES, AND 0.3 METER (1.0 FT) SOUTH
 TF1916'OF A FENCE.
 TF1916'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1916'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0437 ***********************************************************************
 RQ0437  DESIGNATION -  C 473
 RQ0437  PID         -  RQ0437
 RQ0437  STATE/COUNTY-  ND/STUTSMAN
 RQ0437  USGS QUAD   -  ELDRIDGE (1990)
 RQ0437
 RQ0437                         *CURRENT SURVEY CONTROL
 RQ0437  ___________________________________________________________________
 RQ0437* NAD 83(1986)-  46 53 40.     (N)    098 45 20.     (W)     SCALED    
 RQ0437* NAVD 88     -       460.995  (meters)    1512.45   (feet)  ADJUSTED  
 RQ0437  ___________________________________________________________________
 RQ0437  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0437  DYNAMIC HT  -         461.014 (meters)    1512.51  (feet)  COMP
 RQ0437  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 RQ0437
 RQ0437  VERT ORDER  -  FIRST     CLASS II
 RQ0437
 RQ0437.The horizontal coordinates were scaled from a topographic map and have
 RQ0437.an estimated accuracy of +/- 6 seconds.
 RQ0437
 RQ0437.The orthometric height was determined by differential leveling
 RQ0437.and adjusted by the National Geodetic Survey in June 1991..
 RQ0437
 RQ0437.The geoid height was determined by GEOID03.
 RQ0437
 RQ0437.The dynamic height is computed by dividing the NAVD 88
 RQ0437.geopotential number by the normal gravity value computed on the
 RQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0437.degrees latitude (g = 980.6199 gals.).
 RQ0437
 RQ0437.The modeled gravity was interpolated from observed gravity values.
 RQ0437
 RQ0437;                    North         East    Units  Estimated Accuracy
 RQ0437;SPC ND S     -   137,950.      732,920.      MT  (+/- 180 meters Scaled)
 RQ0437
 RQ0437                          SUPERSEDED SURVEY CONTROL
 RQ0437
 RQ0437.No superseded survey control is available for this station.
 RQ0437
 RQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS186934(NAD 83)
 RQ0437_MARKER: I = METAL ROD
 RQ0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0437_SP_SET: STAINLESS STEEL ROD
 RQ0437_STAMPING: C 473 1982
 RQ0437_MARK LOGO: NGS   
 RQ0437_PROJECTION: FLUSH
 RQ0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0437_ROD/PIPE-DEPTH: 8.2  meters
 RQ0437
 RQ0437  HISTORY     - Date     Condition        Report By
 RQ0437  HISTORY     - 1982     MONUMENTED       NGS
 RQ0437
 RQ0437                          STATION DESCRIPTION
 RQ0437
 RQ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0437'3.2 KM (2.0 MI) WEST FROM JAMESTOWN.
 RQ0437'3.0 KM (1.9 MI) WEST ALONG INTERSTATE 94 FROM THE INTERSECTION OF U.S.
 RQ0437'HIGHWAY 281 IN JAMESTOWN, THENCE 0.25 KM (0.15 MI) NORTH ON A GRAVEL
 RQ0437'ROAD, AT A CORNER FENCE POST, 0.4 METER (1.5 FT) EAST OF A FENCE,
 RQ0437'0.6 METER (2.0 FT) NORTHEAST OF A CORNER BRACED FENCE POST, 2.1 METERS
 RQ0437'(7.0 FT) NORTHEAST OF A TELEPHONE JUNCTION PIPE, 3.1 METERS (10.5 FT)
 RQ0437'WEST-SOUTHWEST OF A RIGHT OF WAY MARKER, 12.4 METERS (41.0 FT) WEST OF
 RQ0437'THE CENTER OF A GRAVEL ROAD, 52.7 METERS (173.0 FT) SOUTH OF THE
 RQ0437'CENTER OF A PRIVATE DRIVEWAY, AND 53.3 METERS (175.0 FT) NORTH OF THE
 RQ0437'CENTERLINE OF THE INTERSTATE FRONTAGE ROAD.
 RQ0437'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RQ0437'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1611 ***********************************************************************
 TE1611  DESIGNATION -  C 474
 TE1611  PID         -  TE1611
 TE1611  STATE/COUNTY-  ND/BENSON
 TE1611  USGS QUAD   -  KNOX (1980)
 TE1611
 TE1611                         *CURRENT SURVEY CONTROL
 TE1611  ___________________________________________________________________
 TE1611* NAD 83(1986)-  48 20 25.     (N)    099 42 36.     (W)     SCALED    
 TE1611* NAVD 88     -       486.678  (meters)    1596.71   (feet)  ADJUSTED  
 TE1611  ___________________________________________________________________
 TE1611  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 TE1611  DYNAMIC HT  -         486.770 (meters)    1597.01  (feet)  COMP
 TE1611  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 TE1611
 TE1611  VERT ORDER  -  FIRST     CLASS II
 TE1611
 TE1611.The horizontal coordinates were scaled from a topographic map and have
 TE1611.an estimated accuracy of +/- 6 seconds.
 TE1611
 TE1611.The orthometric height was determined by differential leveling
 TE1611.and adjusted by the National Geodetic Survey in June 1991..
 TE1611
 TE1611.The geoid height was determined by GEOID03.
 TE1611
 TE1611.The dynamic height is computed by dividing the NAVD 88
 TE1611.geopotential number by the normal gravity value computed on the
 TE1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1611.degrees latitude (g = 980.6199 gals.).
 TE1611
 TE1611.The modeled gravity was interpolated from observed gravity values.
 TE1611
 TE1611;                    North         East    Units  Estimated Accuracy
 TE1611;SPC ND N     -   149,320.      658,560.      MT  (+/- 180 meters Scaled)
 TE1611
 TE1611                          SUPERSEDED SURVEY CONTROL
 TE1611
 TE1611.No superseded survey control is available for this station.
 TE1611
 TE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU473543(NAD 83)
 TE1611_MARKER: I = METAL ROD
 TE1611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1611_SP_SET: STAINLESS STEEL ROD
 TE1611_STAMPING: C 474 1982
 TE1611_MARK LOGO: NGS   
 TE1611_PROJECTION: FLUSH
 TE1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1611+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 TE1611_ROD/PIPE-DEPTH: 9.7  meters
 TE1611
 TE1611  HISTORY     - Date     Condition        Report By
 TE1611  HISTORY     - 1982     MONUMENTED       NGS
 TE1611  HISTORY     - 20000912 GOOD             NDHD
 TE1611
 TE1611                          STATION DESCRIPTION
 TE1611
 TE1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1611'22.5 KM (13.95 MI) WEST FROM LEEDS.
 TE1611'22.5 KM (13.95 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST
 TE1611'ENTRANCE TO THE LEEDS HIGH SCHOOL IN LEEDS, SET NEAR A FIELD
 TE1611'APPROACH, 0.8 METERS (2.5 FT) WEST OF POWERLINE POLE NUMBER 25,
 TE1611'28.0 METERS (92.0 FT) WEST OF THE EXTENDED CENTER OF THE FIELD
 TE1611'APPROACH ROAD, 41.1 METERS (135.0 FT) NORTH OF THE CENTERLINE OF
 TE1611'THE WESTBOUND LANE OF HIGHWAY, 63.3 METERS (208.0 FT) EAST OF A
 TE1611'CONCRETE RIGHT-OF-WAY MARKER, AND 66.7 METERS (219.0 FT) NORTHWEST
 TE1611'OF THE NORTH END OF A CONCRETE CULVERT.
 TE1611'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TE1611'THE MARK IS 1.2 M ABOVE HIGHWAY.
 TE1611
 TE1611                          STATION RECOVERY (2000)
 TE1611
 TE1611'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1611'STAMPED 'C474 1982'
 TE1611' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1866 ***********************************************************************
 TF1866  DESIGNATION -  C 475
 TF1866  PID         -  TF1866
 TF1866  STATE/COUNTY-  ND/ROLETTE
 TF1866  USGS QUAD   -  FONDA (1955)
 TF1866
 TF1866                         *CURRENT SURVEY CONTROL
 TF1866  ___________________________________________________________________
 TF1866* NAD 83(1986)-  48 41 23.     (N)    100 02 12.     (W)     SCALED    
 TF1866* NAVD 88     -       476.900  (meters)    1564.63   (feet)  ADJUSTED  
 TF1866  ___________________________________________________________________
 TF1866  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF1866  DYNAMIC HT  -         477.018 (meters)    1565.02  (feet)  COMP
 TF1866  MODELED GRAV-     980,840.8   (mgal)                       NAVD 88
 TF1866
 TF1866  VERT ORDER  -  FIRST     CLASS II
 TF1866
 TF1866.The horizontal coordinates were scaled from a topographic map and have
 TF1866.an estimated accuracy of +/- 6 seconds.
 TF1866
 TF1866.The orthometric height was determined by differential leveling
 TF1866.and adjusted by the National Geodetic Survey in June 1991..
 TF1866
 TF1866.The geoid height was determined by GEOID03.
 TF1866
 TF1866.The dynamic height is computed by dividing the NAVD 88
 TF1866.geopotential number by the normal gravity value computed on the
 TF1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1866.degrees latitude (g = 980.6199 gals.).
 TF1866
 TF1866.The modeled gravity was interpolated from observed gravity values.
 TF1866
 TF1866;                    North         East    Units  Estimated Accuracy
 TF1866;SPC ND N     -   187,980.      634,110.      MT  (+/- 180 meters Scaled)
 TF1866
 TF1866                          SUPERSEDED SURVEY CONTROL
 TF1866
 TF1866.No superseded survey control is available for this station.
 TF1866
 TF1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU237934(NAD 83)
 TF1866_MARKER: I = METAL ROD
 TF1866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1866_SP_SET: STAINLESS STEEL ROD
 TF1866_STAMPING: C 475 1982
 TF1866_MARK LOGO: NGS   
 TF1866_PROJECTION: FLUSH
 TF1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1866_ROD/PIPE-DEPTH: 7.3  meters
 TF1866
 TF1866  HISTORY     - Date     Condition        Report By
 TF1866  HISTORY     - 1982     MONUMENTED       NGS
 TF1866
 TF1866                          STATION DESCRIPTION
 TF1866
 TF1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1866'13.6 KM (8.45 MI) SOUTH FROM DUNSEITH.
 TF1866'13.6 KM (8.45 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1866'STATE HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE FIELD ROAD,
 TF1866'30.5 METERS (100.0 FT) SOUTH OF THE CENTER OF THE FIELD ROAD,
 TF1866'22.2 METERS (73.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 TF1866'0.6 METER (2.0 FT) NORTH OF A RIGHT-OF-WAY MARKER.
 TF1866'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1866'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1952 ***********************************************************************
 TF1952  DESIGNATION -  C 476
 TF1952  PID         -  TF1952
 TF1952  STATE/COUNTY-  ND/PIERCE
 TF1952  USGS QUAD   -  TUNBRIDGE (1980)
 TF1952
 TF1952                         *CURRENT SURVEY CONTROL
 TF1952  ___________________________________________________________________
 TF1952* NAD 83(1986)-  48 21 19.     (N)    100 03 48.     (W)     SCALED    
 TF1952* NAVD 88     -       465.016  (meters)    1525.64   (feet)  ADJUSTED  
 TF1952  ___________________________________________________________________
 TF1952  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TF1952  DYNAMIC HT  -         465.109 (meters)    1525.95  (feet)  COMP
 TF1952  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TF1952
 TF1952  VERT ORDER  -  FIRST     CLASS II
 TF1952
 TF1952.The horizontal coordinates were scaled from a topographic map and have
 TF1952.an estimated accuracy of +/- 6 seconds.
 TF1952
 TF1952.The orthometric height was determined by differential leveling
 TF1952.and adjusted by the National Geodetic Survey in June 1991..
 TF1952
 TF1952.The geoid height was determined by GEOID03.
 TF1952
 TF1952.The dynamic height is computed by dividing the NAVD 88
 TF1952.geopotential number by the normal gravity value computed on the
 TF1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1952.degrees latitude (g = 980.6199 gals.).
 TF1952
 TF1952.The modeled gravity was interpolated from observed gravity values.
 TF1952
 TF1952;                    North         East    Units  Estimated Accuracy
 TF1952;SPC ND N     -   150,780.      632,360.      MT  (+/- 180 meters Scaled)
 TF1952
 TF1952                          SUPERSEDED SURVEY CONTROL
 TF1952
 TF1952.No superseded survey control is available for this station.
 TF1952
 TF1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU212563(NAD 83)
 TF1952_MARKER: I = METAL ROD
 TF1952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1952_SP_SET: STAINLESS STEEL ROD
 TF1952_STAMPING: C 476 1982
 TF1952_MARK LOGO: NGS   
 TF1952_PROJECTION: FLUSH
 TF1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1952_ROD/PIPE-DEPTH: 9.7  meters
 TF1952
 TF1952  HISTORY     - Date     Condition        Report By
 TF1952  HISTORY     - 1982     MONUMENTED       NGS
 TF1952
 TF1952                          STATION DESCRIPTION
 TF1952
 TF1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1952'4.8 KM (3.0 MI) WEST FROM RUGBY.
 TF1952'4.8 KM (3.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1952'HIGHWAY 3 IN RUGBY, AT A POWER POLE AND SECTION LINE ROAD, 1.07 METERS
 TF1952'(3.5 FT) EAST OF A POWER POLE WITH TWO GUY WIRES, 4.5 METERS (15.0 FT)
 TF1952'SOUTH-SOUTHEAST OF A GUY WIRE, 4.5 METERS (15.0 FT) NORTH-NORTHEAST OF
 TF1952'A GUY WIRE, 10.9 METERS (36.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD,
 TF1952'AND 29.5 METERS (97.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TF1952'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1952'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1164 ***********************************************************************
 SL1164  DESIGNATION -  C 477
 SL1164  PID         -  SL1164
 SL1164  STATE/COUNTY-  ND/GRAND FORKS
 SL1164  USGS QUAD   -  LARIMORE WEST (1963)
 SL1164
 SL1164                         *CURRENT SURVEY CONTROL
 SL1164  ___________________________________________________________________
 SL1164* NAD 83(1986)-  47 56 50.     (N)    097 41 19.     (W)     SCALED    
 SL1164* NAVD 88     -       345.138  (meters)    1132.34   (feet)  ADJUSTED  
 SL1164  ___________________________________________________________________
 SL1164  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 SL1164  DYNAMIC HT  -         345.196 (meters)    1132.53  (feet)  COMP
 SL1164  MODELED GRAV-     980,769.3   (mgal)                       NAVD 88
 SL1164
 SL1164  VERT ORDER  -  FIRST     CLASS II
 SL1164
 SL1164.The horizontal coordinates were scaled from a topographic map and have
 SL1164.an estimated accuracy of +/- 6 seconds.
 SL1164
 SL1164.The orthometric height was determined by differential leveling
 SL1164.and adjusted by the National Geodetic Survey in June 1991..
 SL1164
 SL1164.The geoid height was determined by GEOID03.
 SL1164
 SL1164.The dynamic height is computed by dividing the NAVD 88
 SL1164.geopotential number by the normal gravity value computed on the
 SL1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1164.degrees latitude (g = 980.6199 gals.).
 SL1164
 SL1164.The modeled gravity was interpolated from observed gravity values.
 SL1164
 SL1164;                    North         East    Units  Estimated Accuracy
 SL1164;SPC ND N     -   109,150.      809,960.      MT  (+/- 180 meters Scaled)
 SL1164
 SL1164                          SUPERSEDED SURVEY CONTROL
 SL1164
 SL1164.No superseded survey control is available for this station.
 SL1164
 SL1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU979112(NAD 83)
 SL1164_MARKER: I = METAL ROD
 SL1164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1164_SP_SET: STAINLESS STEEL ROD
 SL1164_STAMPING: C 477 1982
 SL1164_MARK LOGO: NGS   
 SL1164_PROJECTION: FLUSH
 SL1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1164_ROD/PIPE-DEPTH: 9.75 meters
 SL1164
 SL1164  HISTORY     - Date     Condition        Report By
 SL1164  HISTORY     - 1982     MONUMENTED       NGS
 SL1164
 SL1164                          STATION DESCRIPTION
 SL1164
 SL1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1164'9.6 KM (6.05 MI) NW FROM LARIMORE.
 SL1164'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1164'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1164'5.0 KM (3.10 MI) WEST ALONG HIGHWAY 2 AT A PROPERTY LINE FENCE, AT THE
 SL1164'SOUTHWEST CORNER OF THE INTERSECTION NEAR POWERLINE POLE BETWEEN POWER
 SL1164'POLE AND GUIDE LINE, 40.5 METERS (133.0 FT) SOUTH OF THE EAST BOUND
 SL1164'LANE OF THE HIGHWAY, 39.0 METERS (128.0 FT) WEST OF A CONCRETE RIGHT
 SL1164'OF WAY MARKER IN THE TREE LINE (WINDREAK), 11.6 METERS (38.0 FT) WEST
 SL1164'OF THE CENTER OF THE COUNTY ROAD, AND 0.6 METER (20.0 FT) SOUTH OF
 SL1164'POWERLINE POLE WITH TWO GUY WIRE.
 SL1164'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SL1164'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1561 ***********************************************************************
 TE1561  DESIGNATION -  C 478
 TE1561  PID         -  TE1561
 TE1561  STATE/COUNTY-  ND/RAMSEY
 TE1561  USGS QUAD   -  DOYON (1971)
 TE1561
 TE1561                         *CURRENT SURVEY CONTROL
 TE1561  ___________________________________________________________________
 TE1561* NAD 83(1986)-  48 02 59.     (N)    098 34 24.     (W)     SCALED    
 TE1561* NAVD 88     -       459.957  (meters)    1509.04   (feet)  ADJUSTED  
 TE1561  ___________________________________________________________________
 TE1561  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE1561  DYNAMIC HT  -         460.030 (meters)    1509.28  (feet)  COMP
 TE1561  MODELED GRAV-     980,755.3   (mgal)                       NAVD 88
 TE1561
 TE1561  VERT ORDER  -  FIRST     CLASS II
 TE1561
 TE1561.The horizontal coordinates were scaled from a topographic map and have
 TE1561.an estimated accuracy of +/- 6 seconds.
 TE1561
 TE1561.The orthometric height was determined by differential leveling
 TE1561.and adjusted by the National Geodetic Survey in June 1991..
 TE1561
 TE1561.The geoid height was determined by GEOID03.
 TE1561
 TE1561.The dynamic height is computed by dividing the NAVD 88
 TE1561.geopotential number by the normal gravity value computed on the
 TE1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1561.degrees latitude (g = 980.6199 gals.).
 TE1561
 TE1561.The modeled gravity was interpolated from observed gravity values.
 TE1561
 TE1561;                    North         East    Units  Estimated Accuracy
 TE1561;SPC ND N     -   118,510.      743,620.      MT  (+/- 180 meters Scaled)
 TE1561
 TE1561                          SUPERSEDED SURVEY CONTROL
 TE1561
 TE1561.No superseded survey control is available for this station.
 TE1561
 TE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU317219(NAD 83)
 TE1561_MARKER: I = METAL ROD
 TE1561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1561_SP_SET: STAINLESS STEEL ROD
 TE1561_STAMPING: C 478 1982
 TE1561_MARK LOGO: NGS   
 TE1561_PROJECTION: FLUSH
 TE1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1561_ROD/PIPE-DEPTH: 4.8  meters
 TE1561
 TE1561  HISTORY     - Date     Condition        Report By
 TE1561  HISTORY     - 1982     MONUMENTED       NGS
 TE1561
 TE1561                          STATION DESCRIPTION
 TE1561
 TE1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1561'18.4 KM (11.4 MI) WEST FROM LAKOTA.
 TE1561'18.45 KM (11.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1561'COUNTY ROAD 1 IN LAKOTA, TO A GRAVEL ROAD CROSSING, 49.0 METERS
 TE1561'(161.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 TE1561'HIGHWAY, 32.7 METERS (107.6 FT) EAST OF THE CENTER OF THE GRAVEL ROAD,
 TE1561'AND 67.7 METERS (209.0 FT) SOUTH OF A RIGHT OF WAY MARKER.
 TE1561'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1561'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0496 ***********************************************************************
 SL0496  DESIGNATION -  C 48
 SL0496  PID         -  SL0496
 SL0496  STATE/COUNTY-  ND/TRAILL
 SL0496  USGS QUAD   -  HILLSBORO (1984)
 SL0496
 SL0496                         *CURRENT SURVEY CONTROL
 SL0496  ___________________________________________________________________
 SL0496* NAD 83(1986)-  47 24 19.     (N)    097 03 42.     (W)     SCALED    
 SL0496* NAVD 88     -       275.578  (meters)     904.13   (feet)  ADJUSTED  
 SL0496  ___________________________________________________________________
 SL0496  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL0496  DYNAMIC HT  -         275.617 (meters)     904.25  (feet)  COMP
 SL0496  MODELED GRAV-     980,746.1   (mgal)                       NAVD 88
 SL0496
 SL0496  VERT ORDER  -  SECOND    CLASS 0
 SL0496
 SL0496.The horizontal coordinates were scaled from a topographic map and have
 SL0496.an estimated accuracy of +/- 6 seconds.
 SL0496
 SL0496.The orthometric height was determined by differential leveling
 SL0496.and adjusted by the National Geodetic Survey in June 1991..
 SL0496
 SL0496.The geoid height was determined by GEOID03.
 SL0496
 SL0496.The dynamic height is computed by dividing the NAVD 88
 SL0496.geopotential number by the normal gravity value computed on the
 SL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0496.degrees latitude (g = 980.6199 gals.).
 SL0496
 SL0496.The modeled gravity was interpolated from observed gravity values.
 SL0496
 SL0496;                    North         East    Units  Estimated Accuracy
 SL0496;SPC ND N     -    50,850.      859,440.      MT  (+/- 180 meters Scaled)
 SL0496
 SL0496                          SUPERSEDED SURVEY CONTROL
 SL0496
 SL0496  NGVD 29 (??/??/92)  275.200  (m)          902.89   (f) ADJ UNCH    2 0
 SL0496
 SL0496.Superseded values are not recommended for survey control.
 SL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0496.See file dsdata.txt to determine how the superseded data were derived.
 SL0496
 SL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT462520(NAD 83)
 SL0496_MARKER: DB = BENCH MARK DISK
 SL0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0496_SP_SET: FOUNDATION
 SL0496_STAMPING: C-48 1934
 SL0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0496
 SL0496  HISTORY     - Date     Condition        Report By
 SL0496  HISTORY     - 1934     MONUMENTED       CGS
 SL0496  HISTORY     - 1967     GOOD             USAF
 SL0496
 SL0496                          STATION DESCRIPTION
 SL0496
 SL0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0496'IN HILLSBORO.
 SL0496'AT HILLSBORO, TRAILL COUNTY, ON MAIN STREET, AT THE CITY WATER TANK,
 SL0496'IN THE EAST CORNER OF THE SOUTHEAST CONCRETE FOUNDATION, AND ABOUT 6
 SL0496'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED C 48 1934.
 SL0496
 SL0496                          STATION RECOVERY (1967)
 SL0496
 SL0496'RECOVERY NOTE BY US AIR FORCE 1967
 SL0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0984 ***********************************************************************
 SM0984  DESIGNATION -  C 480
 SM0984  PID         -  SM0984
 SM0984  STATE/COUNTY-  ND/BENSON
 SM0984  USGS QUAD   -  OBERON (1986)
 SM0984
 SM0984                         *CURRENT SURVEY CONTROL
 SM0984  ___________________________________________________________________
 SM0984* NAD 83(1986)-  47 59 32.     (N)    099 12 42.     (W)     SCALED    
 SM0984* NAVD 88     -       481.567  (meters)    1579.94   (feet)  ADJUSTED  
 SM0984  ___________________________________________________________________
 SM0984  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SM0984  DYNAMIC HT  -         481.640 (meters)    1580.18  (feet)  COMP
 SM0984  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 SM0984
 SM0984  VERT ORDER  -  FIRST     CLASS II
 SM0984
 SM0984.The horizontal coordinates were scaled from a topographic map and have
 SM0984.an estimated accuracy of +/- 6 seconds.
 SM0984
 SM0984.The orthometric height was determined by differential leveling
 SM0984.and adjusted by the National Geodetic Survey in June 1991..
 SM0984
 SM0984.The geoid height was determined by GEOID03.
 SM0984
 SM0984.The dynamic height is computed by dividing the NAVD 88
 SM0984.geopotential number by the normal gravity value computed on the
 SM0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0984.degrees latitude (g = 980.6199 gals.).
 SM0984
 SM0984.The modeled gravity was interpolated from observed gravity values.
 SM0984
 SM0984;                    North         East    Units  Estimated Accuracy
 SM0984;SPC ND N     -   111,120.      696,150.      MT  (+/- 180 meters Scaled)
 SM0984
 SM0984                          SUPERSEDED SURVEY CONTROL
 SM0984
 SM0984  NGVD 29 (04/23/90)  481.198  (m)         1578.73   (f) ADJUSTED    1 2
 SM0984
 SM0984.Superseded values are not recommended for survey control.
 SM0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0984.See file dsdata.txt to determine how the superseded data were derived.
 SM0984
 SM0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU842154(NAD 83)
 SM0984_MARKER: I = METAL ROD
 SM0984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0984_SP_SET: STAINLESS STEEL ROD
 SM0984_STAMPING: C 480 1982
 SM0984_MARK LOGO: NGS   
 SM0984_PROJECTION: FLUSH
 SM0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0984_ROD/PIPE-DEPTH: 7.3  meters
 SM0984
 SM0984  HISTORY     - Date     Condition        Report By
 SM0984  HISTORY     - 1982     MONUMENTED       NGS
 SM0984
 SM0984                          STATION DESCRIPTION
 SM0984
 SM0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0984'7.7 KM (4.8 MI) NORTH FROM OBERON.
 SM0984'6.1 KM (3.8 MI) NORTH ALONG (OLD) U.S. HIGHWAY 281 FROM OBERON TO A
 SM0984'CROSSROAD AND (NEW) U.S. HIGHWAY 281, THENCE 1.6 KM (1.0 MI) NORTH
 SM0984'ALONG (NEW) U.S. HIGHWAY 281 TO A DIRT CROSSROAD AND THE MARK AT THE
 SM0984'SOUTHEAST CORNER OF THE CROSSROAD, ABOUT 0.8 KM (0.5 MI) NORTH OF
 SM0984'MILEPOST 154, 30.8 METERS (101.0 FT) EAST OF THE CENTERLINE OF THE
 SM0984'HIGHWAY, 11.6 METERS (38.0 FT) SOUTH OF THE CENTER OF THE DIRT ROAD,
 SM0984'AND 1.0 METER (3.4 FT) NORTH OF A POWERLINE POLE.
 SM0984'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM0984'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1006 ***********************************************************************
 SM1006  DESIGNATION -  C 481
 SM1006  PID         -  SM1006
 SM1006  STATE/COUNTY-  ND/EDDY
 SM1006  USGS QUAD   -  NEW ROCKFORD (1986)
 SM1006
 SM1006                         *CURRENT SURVEY CONTROL
 SM1006  ___________________________________________________________________
 SM1006* NAD 83(1986)-  47 44 24.     (N)    099 07 36.     (W)     SCALED    
 SM1006* NAVD 88     -       472.383  (meters)    1549.81   (feet)  ADJUSTED  
 SM1006  ___________________________________________________________________
 SM1006  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1006  DYNAMIC HT  -         472.437 (meters)    1549.99  (feet)  COMP
 SM1006  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 SM1006
 SM1006  VERT ORDER  -  FIRST     CLASS II
 SM1006
 SM1006.The horizontal coordinates were scaled from a topographic map and have
 SM1006.an estimated accuracy of +/- 6 seconds.
 SM1006
 SM1006.The orthometric height was determined by differential leveling
 SM1006.and adjusted by the National Geodetic Survey in June 1991..
 SM1006
 SM1006.The geoid height was determined by GEOID03.
 SM1006
 SM1006.The dynamic height is computed by dividing the NAVD 88
 SM1006.geopotential number by the normal gravity value computed on the
 SM1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1006.degrees latitude (g = 980.6199 gals.).
 SM1006
 SM1006.The modeled gravity was interpolated from observed gravity values.
 SM1006
 SM1006;                    North         East    Units  Estimated Accuracy
 SM1006;SPC ND N     -    83,190.      702,990.      MT  (+/- 180 meters Scaled)
 SM1006
 SM1006                          SUPERSEDED SURVEY CONTROL
 SM1006
 SM1006  NGVD 29 (04/23/90)  471.991  (m)         1548.52   (f) ADJUSTED    1 2
 SM1006
 SM1006.Superseded values are not recommended for survey control.
 SM1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1006.See file dsdata.txt to determine how the superseded data were derived.
 SM1006
 SM1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT905874(NAD 83)
 SM1006_MARKER: I = METAL ROD
 SM1006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1006_SP_SET: STAINLESS STEEL ROD
 SM1006_STAMPING: C 481 1982
 SM1006_MARK LOGO: NGS   
 SM1006_PROJECTION: FLUSH
 SM1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1006_ROD/PIPE-DEPTH: 6.09 meters
 SM1006
 SM1006  HISTORY     - Date     Condition        Report By
 SM1006  HISTORY     - 1982     MONUMENTED       NGS
 SM1006
 SM1006                          STATION DESCRIPTION
 SM1006
 SM1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1006'7.9 KM (4.9 MI) NORTH FROM NEW ROCKFORD.
 SM1006'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1006'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 7.0 KM (4.35 MI)
 SM1006'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK ON THE WEST SIDE OF THE
 SM1006'HIGHWAY, 30.8 METERS (101.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1006'7.0 METERS (23.0 FT) SOUTH OF A TELEPHONE CABLE MARKER POST, AND
 SM1006'0.45 METERS (1.5 FT) NORTH OF A WOOD RIGHT-OF-WAY MARKER.
 SM1006'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SM1006'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1031 ***********************************************************************
 SM1031  DESIGNATION -  C 482
 SM1031  PID         -  SM1031
 SM1031  STATE/COUNTY-  ND/FOSTER
 SM1031  USGS QUAD   -  MELVILLE (1986)
 SM1031
 SM1031                         *CURRENT SURVEY CONTROL
 SM1031  ___________________________________________________________________
 SM1031* NAD 83(1986)-  47 22 14.     (N)    099 03 57.     (W)     SCALED    
 SM1031* NAVD 88     -       486.464  (meters)    1596.01   (feet)  ADJUSTED  
 SM1031  ___________________________________________________________________
 SM1031  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SM1031  DYNAMIC HT  -         486.510 (meters)    1596.16  (feet)  COMP
 SM1031  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 SM1031
 SM1031  VERT ORDER  -  FIRST     CLASS II
 SM1031
 SM1031.The horizontal coordinates were scaled from a topographic map and have
 SM1031.an estimated accuracy of +/- 6 seconds.
 SM1031
 SM1031.The orthometric height was determined by differential leveling
 SM1031.and adjusted by the National Geodetic Survey in June 1991..
 SM1031
 SM1031.The geoid height was determined by GEOID03.
 SM1031
 SM1031.The dynamic height is computed by dividing the NAVD 88
 SM1031.geopotential number by the normal gravity value computed on the
 SM1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1031.degrees latitude (g = 980.6199 gals.).
 SM1031
 SM1031.The modeled gravity was interpolated from observed gravity values.
 SM1031
 SM1031;                    North         East    Units  Estimated Accuracy
 SM1031;SPC ND N     -    42,210.      708,320.      MT  (+/- 180 meters Scaled)
 SM1031
 SM1031                          SUPERSEDED SURVEY CONTROL
 SM1031
 SM1031  NGVD 29 (04/23/90)  486.085  (m)         1594.76   (f) ADJUSTED    1 2
 SM1031
 SM1031.Superseded values are not recommended for survey control.
 SM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1031.See file dsdata.txt to determine how the superseded data were derived.
 SM1031
 SM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT950463(NAD 83)
 SM1031_MARKER: I = METAL ROD
 SM1031_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1031_SP_SET: STAINLESS STEEL ROD
 SM1031_STAMPING: C 482 1982
 SM1031_MARK LOGO: NGS   
 SM1031_PROJECTION: FLUSH
 SM1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1031_ROD/PIPE-DEPTH: 3.84 meters
 SM1031
 SM1031  HISTORY     - Date     Condition        Report By
 SM1031  HISTORY     - 1982     MONUMENTED       NGS
 SM1031
 SM1031                          STATION DESCRIPTION
 SM1031
 SM1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1031'10.5 KM (6.55 MI) SE FROM CARRINGTON.
 SM1031'10.5 KM (6.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1031'OF STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON, AT A
 SM1031'FIELD ENTRANCE ROAD, 45.72 METERS (150.0 FT) WEST-SOUTHWEST OF THE
 SM1031'CENTERLINE OF THE HIGHWAY, 42.98 METERS (141.0 FT) WEST-NORTHWEST OF
 SM1031'HIGHWAY MILE MARKER 229, 13.87 METERS (45.5 FT) WEST-SOUTHWEST OF THE
 SM1031'WEST RAIL OF THE RAILROAD TRACKS, 18.90 METERS (62.0 FT)
 SM1031'NORTH-NORTHWEST OF THE CENTER OF THE FIELD ROAD, AND 0.46 METERS
 SM1031'(1.5 FT) EAST-NORTHEAST OF A FENCE LINE.  NOTE, ROD WAS DRIVEN TO
 SM1031'REFUSAL.
 SM1031'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 SM1031'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1047 ***********************************************************************
 SM1047  DESIGNATION -  C 483
 SM1047  PID         -  SM1047
 SM1047  STATE/COUNTY-  ND/STUTSMAN
 SM1047  USGS QUAD   -  PINGREE (1991)
 SM1047
 SM1047                         *CURRENT SURVEY CONTROL
 SM1047  ___________________________________________________________________
 SM1047* NAD 83(1986)-  47 10 07.     (N)    098 54 34.     (W)     SCALED    
 SM1047* NAVD 88     -       474.758  (meters)    1557.60   (feet)  ADJUSTED  
 SM1047  ___________________________________________________________________
 SM1047  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SM1047  DYNAMIC HT  -         474.788 (meters)    1557.70  (feet)  COMP
 SM1047  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 SM1047
 SM1047  VERT ORDER  -  FIRST     CLASS II
 SM1047
 SM1047.The horizontal coordinates were scaled from a topographic map and have
 SM1047.an estimated accuracy of +/- 6 seconds.
 SM1047
 SM1047.The orthometric height was determined by differential leveling
 SM1047.and adjusted by the National Geodetic Survey in June 1991..
 SM1047
 SM1047.The geoid height was determined by GEOID03.
 SM1047
 SM1047.The dynamic height is computed by dividing the NAVD 88
 SM1047.geopotential number by the normal gravity value computed on the
 SM1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1047.degrees latitude (g = 980.6199 gals.).
 SM1047
 SM1047.The modeled gravity was interpolated from observed gravity values.
 SM1047
 SM1047;                    North         East    Units  Estimated Accuracy
 SM1047;SPC ND S     -   168,180.      720,580.      MT  (+/- 180 meters Scaled)
 SM1047
 SM1047                          SUPERSEDED SURVEY CONTROL
 SM1047
 SM1047  NGVD 29 (04/23/90)  474.366  (m)         1556.32   (f) ADJUSTED    1 2
 SM1047
 SM1047.Superseded values are not recommended for survey control.
 SM1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1047.See file dsdata.txt to determine how the superseded data were derived.
 SM1047
 SM1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT068239(NAD 83)
 SM1047_MARKER: I = METAL ROD
 SM1047_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1047_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1047_STAMPING: C 483 1982
 SM1047_MARK LOGO: NGS   
 SM1047_PROJECTION: FLUSH
 SM1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SM1047+STABILITY: POSITION/ELEVATION WELL
 SM1047_ROD/PIPE-DEPTH: 13.4 meters
 SM1047_SLEEVE-DEPTH  : 10.8 meters
 SM1047
 SM1047  HISTORY     - Date     Condition        Report By
 SM1047  HISTORY     - 1982     MONUMENTED       NGS
 SM1047
 SM1047                          STATION DESCRIPTION
 SM1047
 SM1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1047'IN PINGREE.
 SM1047'IN THE PINGREE CEMETERY ON THE NORTHWEST EDGE OF PINGREE, NEAR A LARGE
 SM1047'MONUMENT WITH A PLAQUE READING (KNOWN BUT TO GOD), AT A FLAG POLE AND
 SM1047'ABOUT 91.4 METERS (300 FT) SOUTHWEST AND ACROSS THE RAILROAD TRACKS
 SM1047'FROM U.S. HIGHWAY 281, 25.15 METERS (82.5 FT) EAST OF THE SOUTHEAST
 SM1047'CORNER OF A TOMBSTONE WITH THE NAME (DORIS R. ANDRES), 19.35 METERS
 SM1047'(63.5 FT) SOUTH OF A HAND WATER PUMP, 7.01 METERS (23.0 FT)
 SM1047'WEST-SOUTHWEST OF THE CENTER ONE OF THREE LARGE SPRUCE TREES,
 SM1047'5.79 METERS (19.0 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY AT A POINT
 SM1047'WHERE IT MAKES A SHARP CURVE, 2.13 METERS (7.0 FT) EAST-SOUTHEAST OF
 SM1047'THE FLAG POLE, 1.83 METERS (6.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 SM1047'OF THE FOUNDATION OF THE LARGE MONUMENT, 1.52 METERS (5.0 FT)
 SM1047'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION OF THE LARGE
 SM1047'MONUMENT.
 SM1047'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0463 ***********************************************************************
 RQ0463  DESIGNATION -  C 484
 RQ0463  PID         -  RQ0463
 RQ0463  STATE/COUNTY-  ND/STUTSMAN
 RQ0463  USGS QUAD   -  MEDINA (1975)
 RQ0463
 RQ0463                         *CURRENT SURVEY CONTROL
 RQ0463  ___________________________________________________________________
 RQ0463* NAD 83(1986)-  46 52 41.     (N)    099 19 16.     (W)     SCALED    
 RQ0463* NAVD 88     -       551.794  (meters)    1810.34   (feet)  ADJUSTED  
 RQ0463  ___________________________________________________________________
 RQ0463  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 RQ0463  DYNAMIC HT  -         551.816 (meters)    1810.42  (feet)  COMP
 RQ0463  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 RQ0463
 RQ0463  VERT ORDER  -  FIRST     CLASS II
 RQ0463
 RQ0463.The horizontal coordinates were scaled from a topographic map and have
 RQ0463.an estimated accuracy of +/- 6 seconds.
 RQ0463
 RQ0463.The orthometric height was determined by differential leveling
 RQ0463.and adjusted by the National Geodetic Survey in June 1991..
 RQ0463
 RQ0463.The geoid height was determined by GEOID03.
 RQ0463
 RQ0463.The dynamic height is computed by dividing the NAVD 88
 RQ0463.geopotential number by the normal gravity value computed on the
 RQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0463.degrees latitude (g = 980.6199 gals.).
 RQ0463
 RQ0463.The modeled gravity was interpolated from observed gravity values.
 RQ0463
 RQ0463;                    North         East    Units  Estimated Accuracy
 RQ0463;SPC ND S     -   135,330.      689,860.      MT  (+/- 180 meters Scaled)
 RQ0463
 RQ0463                          SUPERSEDED SURVEY CONTROL
 RQ0463
 RQ0463.No superseded survey control is available for this station.
 RQ0463
 RQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS755916(NAD 83)
 RQ0463_MARKER: I = METAL ROD
 RQ0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0463_SP_SET: STAINLESS STEEL ROD
 RQ0463_STAMPING: C 484 1982
 RQ0463_MARK LOGO: NGS   
 RQ0463_PROJECTION: FLUSH
 RQ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0463_ROD/PIPE-DEPTH: 14.6 meters
 RQ0463
 RQ0463  HISTORY     - Date     Condition        Report By
 RQ0463  HISTORY     - 1982     MONUMENTED       NGS
 RQ0463
 RQ0463                          STATION DESCRIPTION
 RQ0463
 RQ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0463'3.6 KM (2.25 MI) WEST FROM MEDINA.
 RQ0463'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0463'BURLINGTON NORTHERN RAILROAD IN MEDINA, THENCE 1.6 KM (1.0 MI) WEST
 RQ0463'ALONG INTERSTATE HIGHWAY 94 TO THE MARK AT A FENCE LINE JUNCTION,
 RQ0463'0.46 METERS (1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE, 0.46 METERS
 RQ0463'(1.5 FT) SOUTHEAST OF A BRACED RIGHT OF WAY FENCE POST, 5.49 METERS
 RQ0463'(18.0 FT) EAST OF THE CENTER OF A WIRE GATE, 9.30 METERS (30.5 FT)
 RQ0463'WEST OF A FENCE LINE JUNCTION, AND 33.83 METERS (111.0 FT) NORTH OF
 RQ0463'THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE.
 RQ0463'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0463'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0640 ***********************************************************************
 RR0640  DESIGNATION -  C 485
 RR0640  PID         -  RR0640
 RR0640  STATE/COUNTY-  ND/BURLEIGH
 RR0640  USGS QUAD   -  LAKE GENEVA (1975)
 RR0640
 RR0640                         *CURRENT SURVEY CONTROL
 RR0640  ___________________________________________________________________
 RR0640* NAD 83(1986)-  46 51 54.     (N)    100 04 48.     (W)     SCALED    
 RR0640* NAVD 88     -       562.421  (meters)    1845.21   (feet)  ADJUSTED  
 RR0640  ___________________________________________________________________
 RR0640  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RR0640  DYNAMIC HT  -         562.430 (meters)    1845.24  (feet)  COMP
 RR0640  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 RR0640
 RR0640  VERT ORDER  -  FIRST     CLASS II
 RR0640
 RR0640.The horizontal coordinates were scaled from a topographic map and have
 RR0640.an estimated accuracy of +/- 6 seconds.
 RR0640
 RR0640.The orthometric height was determined by differential leveling
 RR0640.and adjusted by the National Geodetic Survey in June 1991..
 RR0640
 RR0640.The geoid height was determined by GEOID03.
 RR0640
 RR0640.The dynamic height is computed by dividing the NAVD 88
 RR0640.geopotential number by the normal gravity value computed on the
 RR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0640.degrees latitude (g = 980.6199 gals.).
 RR0640
 RR0640.The modeled gravity was interpolated from observed gravity values.
 RR0640
 RR0640;                    North         East    Units  Estimated Accuracy
 RR0640;SPC ND S     -   133,290.      632,020.      MT  (+/- 180 meters Scaled)
 RR0640
 RR0640                          SUPERSEDED SURVEY CONTROL
 RR0640
 RR0640.No superseded survey control is available for this station.
 RR0640
 RR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS176907(NAD 83)
 RR0640_MARKER: I = METAL ROD
 RR0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0640_SP_SET: STAINLESS STEEL ROD
 RR0640_STAMPING: C 485 1982
 RR0640_MARK LOGO: NGS   
 RR0640_PROJECTION: FLUSH
 RR0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0640_ROD/PIPE-DEPTH: 7.0  meters
 RR0640
 RR0640  HISTORY     - Date     Condition        Report By
 RR0640  HISTORY     - 1982     MONUMENTED       NGS
 RR0640
 RR0640                          STATION DESCRIPTION
 RR0640
 RR0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0640'7.1 KM (4.4 MI) EAST FROM DRISCOLL.
 RR0640'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0640'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0640'HIGHWAY 94, THENCE 4.8 KM (3.0 MI) EAST ALONG INTERSTATE HIGHWAY 94,
 RR0640'ABOUT 0.3 KM (0.1 MI) WEST-NORTHWEST OF THE DRISCOLL-BURLEIGH COUNTY
 RR0640'LINE SIGN, 46.6 METERS (153.0 FT) NORTH OF THE CENTERLINE OF THE
 RR0640'WESTBOUND LANES OF THE INTERSTATE, 33.7 METERS (127.0 FT) NORTH OF
 RR0640'MILE MARKER 193, 14.9 METERS (49.0 FT) SOUTH OF A EAST-WEST TRACK
 RR0640'ROAD, AND 0.3 METER (1.0 FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE,
 RR0640'THE ROD WAS DRIVEN TO REFUSAL.
 RR0640'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RR0640'THE MARK IS 0.6 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0485 ***********************************************************************
 RQ0485  DESIGNATION -  C 486
 RQ0485  PID         -  RQ0485
 RQ0485  STATE/COUNTY-  ND/KIDDER
 RQ0485  USGS QUAD   -  STEELE NE (1975)
 RQ0485
 RQ0485                         *CURRENT SURVEY CONTROL
 RQ0485  ___________________________________________________________________
 RQ0485* NAD 83(1986)-  46 52 43.     (N)    099 45 05.     (W)     SCALED    
 RQ0485* NAVD 88     -       534.452  (meters)    1753.45   (feet)  ADJUSTED  
 RQ0485  ___________________________________________________________________
 RQ0485  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RQ0485  DYNAMIC HT  -         534.472 (meters)    1753.51  (feet)  COMP
 RQ0485  MODELED GRAV-     980,632.2   (mgal)                       NAVD 88
 RQ0485
 RQ0485  VERT ORDER  -  FIRST     CLASS II
 RQ0485
 RQ0485.The horizontal coordinates were scaled from a topographic map and have
 RQ0485.an estimated accuracy of +/- 6 seconds.
 RQ0485
 RQ0485.The orthometric height was determined by differential leveling
 RQ0485.and adjusted by the National Geodetic Survey in June 1991..
 RQ0485
 RQ0485.The geoid height was determined by GEOID03.
 RQ0485
 RQ0485.The dynamic height is computed by dividing the NAVD 88
 RQ0485.geopotential number by the normal gravity value computed on the
 RQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0485.degrees latitude (g = 980.6199 gals.).
 RQ0485
 RQ0485.The modeled gravity was interpolated from observed gravity values.
 RQ0485
 RQ0485;                    North         East    Units  Estimated Accuracy
 RQ0485;SPC ND S     -   134,990.      657,060.      MT  (+/- 180 meters Scaled)
 RQ0485
 RQ0485                          SUPERSEDED SURVEY CONTROL
 RQ0485
 RQ0485.No superseded survey control is available for this station.
 RQ0485
 RQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS427919(NAD 83)
 RQ0485_MARKER: DB = BENCH MARK DISK
 RQ0485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0485_SP_SET: CONCRETE PIER
 RQ0485_STAMPING: C 486 1982
 RQ0485_MARK LOGO: NGS   
 RQ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0485
 RQ0485  HISTORY     - Date     Condition        Report By
 RQ0485  HISTORY     - 1982     MONUMENTED       NGS
 RQ0485
 RQ0485                          STATION DESCRIPTION
 RQ0485
 RQ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0485'1.0 KM (0.65 MI) NORTH FROM DAWSON.
 RQ0485'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 RQ0485'BURLINGTON NORTHERN RAILROAD IN DAWSON TO THE JUNCTION OF INTERSTATE
 RQ0485'HIGHWAY 94 AND THE MARK SET VERTICALLY IN THE NORTH FACE OF THE
 RQ0485'NORTHEASTERNMOST CONCRETE PIER OF THE HIGHWAY BRIDGE OVER THE
 RQ0485'INTERSTATE.
 RQ0485'THE MARK IS 0.9 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0544 ***********************************************************************
 RR0544  DESIGNATION -  C 487
 RR0544  PID         -  RR0544
 RR0544  STATE/COUNTY-  ND/BURLEIGH
 RR0544  USGS QUAD   -  MENOKEN SW (1976)
 RR0544
 RR0544                         *CURRENT SURVEY CONTROL
 RR0544  ___________________________________________________________________
 RR0544* NAD 83(1986)-  46 49 52.     (N)    100 44 53.     (W)     SCALED    
 RR0544* NAVD 88     -       526.210  (meters)    1726.41   (feet)  ADJUSTED  
 RR0544  ___________________________________________________________________
 RR0544  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RR0544  DYNAMIC HT  -         526.218 (meters)    1726.43  (feet)  COMP
 RR0544  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RR0544
 RR0544  VERT ORDER  -  FIRST     CLASS II
 RR0544
 RR0544.The horizontal coordinates were scaled from a topographic map and have
 RR0544.an estimated accuracy of +/- 6 seconds.
 RR0544
 RR0544.The orthometric height was determined by differential leveling
 RR0544.and adjusted by the National Geodetic Survey in June 1991..
 RR0544
 RR0544.The geoid height was determined by GEOID03.
 RR0544
 RR0544.The dynamic height is computed by dividing the NAVD 88
 RR0544.geopotential number by the normal gravity value computed on the
 RR0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0544.degrees latitude (g = 980.6199 gals.).
 RR0544
 RR0544.The modeled gravity was interpolated from observed gravity values.
 RR0544
 RR0544;                    North         East    Units  Estimated Accuracy
 RR0544;SPC ND S     -   129,470.      581,080.      MT  (+/- 180 meters Scaled)
 RR0544
 RR0544                          SUPERSEDED SURVEY CONTROL
 RR0544
 RR0544.No superseded survey control is available for this station.
 RR0544
 RR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS666878(NAD 83)
 RR0544_MARKER: DB = BENCH MARK DISK
 RR0544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0544_SP_SET: ABUTMENT
 RR0544_STAMPING: C 487 1982
 RR0544_MARK LOGO: NGS   
 RR0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0544+STABILITY: POSITION/ELEVATION WELL
 RR0544
 RR0544  HISTORY     - Date     Condition        Report By
 RR0544  HISTORY     - 1982     MONUMENTED       NGS
 RR0544  HISTORY     - 1982     GOOD             NGS
 RR0544  HISTORY     - 1982     GOOD             NGS
 RR0544
 RR0544                          STATION DESCRIPTION
 RR0544
 RR0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0544'1.9 KM (1.2 MI) EAST FROM BISMARCK.
 RR0544'1.9 KM (1.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RR0544'WITH U. S. HIGHWAY 83 IN BISMARK, IN TOP OF AND 0.1 METER (0.3 FT)
 RR0544'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY
 RR0544'BRIDGE CROSSING THE SOO LINE RAILROAD AND 5.6 METERS (18.4 FT) SOUTH
 RR0544'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 RR0544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RR0544
 RR0544                          STATION RECOVERY (1982)
 RR0544
 RR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0544'RECOVERED IN GOOD CONDITION.
 RR0544
 RR0544                          STATION RECOVERY (1982)
 RR0544
 RR0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1458 ***********************************************************************
 SN1458  DESIGNATION -  C 488
 SN1458  PID         -  SN1458
 SN1458  STATE/COUNTY-  ND/BURLEIGH
 SN1458  USGS QUAD   -  WILTON (1966)
 SN1458
 SN1458                         *CURRENT SURVEY CONTROL
 SN1458  ___________________________________________________________________
 SN1458* NAD 83(1986)-  47 09 26.     (N)    100 47 30.     (W)     SCALED    
 SN1458* NAVD 88     -       664.245  (meters)    2179.28   (feet)  ADJUSTED  
 SN1458  ___________________________________________________________________
 SN1458  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 SN1458  DYNAMIC HT  -         664.262 (meters)    2179.33  (feet)  COMP
 SN1458  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 SN1458
 SN1458  VERT ORDER  -  FIRST     CLASS II
 SN1458
 SN1458.The horizontal coordinates were scaled from a topographic map and have
 SN1458.an estimated accuracy of +/- 6 seconds.
 SN1458
 SN1458.The orthometric height was determined by differential leveling
 SN1458.and adjusted by the National Geodetic Survey in June 1991..
 SN1458
 SN1458.The geoid height was determined by GEOID03.
 SN1458
 SN1458.The dynamic height is computed by dividing the NAVD 88
 SN1458.geopotential number by the normal gravity value computed on the
 SN1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1458.degrees latitude (g = 980.6199 gals.).
 SN1458
 SN1458.The modeled gravity was interpolated from observed gravity values.
 SN1458
 SN1458;                    North         East    Units  Estimated Accuracy
 SN1458;SPC ND S     -   165,730.      577,880.      MT  (+/- 180 meters Scaled)
 SN1458
 SN1458                          SUPERSEDED SURVEY CONTROL
 SN1458
 SN1458.No superseded survey control is available for this station.
 SN1458
 SN1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT641241(NAD 83)
 SN1458_MARKER: I = METAL ROD
 SN1458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1458_SP_SET: STAINLESS STEEL ROD
 SN1458_STAMPING: C 488 1982
 SN1458_MARK LOGO: NGS   
 SN1458_PROJECTION: FLUSH
 SN1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1458_ROD/PIPE-DEPTH: 6.7  meters
 SN1458
 SN1458  HISTORY     - Date     Condition        Report By
 SN1458  HISTORY     - 1982     MONUMENTED       NGS
 SN1458
 SN1458                          STATION DESCRIPTION
 SN1458
 SN1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1458'IN WILTON.
 SN1458'IN WILTON, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF U. S.
 SN1458'HIGHWAY 83 AND COUNTY ROAD 24 (BURLEIGH AVENUE), 27.8 METERS (91.2 FT)
 SN1458'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 25.7
 SN1458'METERS (84.3 FT) NORTH OF THE CENTER OF THE AVENUE, 12.1 METERS (39.7
 SN1458'FT) SOUTH OF A UTILITY POLE, 1.7 METERS (5.6 FT) NORTH OF A FENCE
 SN1458'CORNER AND 1.3 METERS (4.3 FT) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER.
 SN1458'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1458'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 SN1458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0316 ***********************************************************************
 RS0316  DESIGNATION -  C 489
 RS0316  PID         -  RS0316
 RS0316  STATE/COUNTY-  ND/STARK
 RS0316  USGS QUAD   -  BELFIELD NE (1981)
 RS0316
 RS0316                         *CURRENT SURVEY CONTROL
 RS0316  ___________________________________________________________________
 RS0316* NAD 83(1986)-  46 53 30.     (N)    103 06 00.     (W)     SCALED    
 RS0316* NAVD 88     -       771.557  (meters)    2531.35   (feet)  ADJUSTED  
 RS0316  ___________________________________________________________________
 RS0316  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 RS0316  DYNAMIC HT  -         771.546 (meters)    2531.31  (feet)  COMP
 RS0316  MODELED GRAV-     980,573.3   (mgal)                       NAVD 88
 RS0316
 RS0316  VERT ORDER  -  FIRST     CLASS II
 RS0316
 RS0316.The horizontal coordinates were scaled from a topographic map and have
 RS0316.an estimated accuracy of +/- 6 seconds.
 RS0316
 RS0316.The orthometric height was determined by differential leveling
 RS0316.and adjusted by the National Geodetic Survey in June 1991..
 RS0316
 RS0316.The geoid height was determined by GEOID03.
 RS0316
 RS0316.The dynamic height is computed by dividing the NAVD 88
 RS0316.geopotential number by the normal gravity value computed on the
 RS0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0316.degrees latitude (g = 980.6199 gals.).
 RS0316
 RS0316.The modeled gravity was interpolated from observed gravity values.
 RS0316
 RS0316;                    North         East    Units  Estimated Accuracy
 RS0316;SPC ND S     -   139,450.      401,900.      MT  (+/- 180 meters Scaled)
 RS0316
 RS0316                          SUPERSEDED SURVEY CONTROL
 RS0316
 RS0316.No superseded survey control is available for this station.
 RS0316
 RS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM447948(NAD 83)
 RS0316_MARKER: I = METAL ROD
 RS0316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0316_SP_SET: STAINLESS STEEL ROD
 RS0316_STAMPING: C 489 1982
 RS0316_MARK LOGO: NGS   
 RS0316_PROJECTION: FLUSH
 RS0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0316_ROD/PIPE-DEPTH: 10.1 meters
 RS0316
 RS0316  HISTORY     - Date     Condition        Report By
 RS0316  HISTORY     - 1982     MONUMENTED       NGS
 RS0316
 RS0316                          STATION DESCRIPTION
 RS0316
 RS0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0316'6.8 KM (4.2 MI) EAST FROM BELFIELD.
 RS0316'6.8 KM (4.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RS0316'WITH U. S. HIGHWAY 85 IN BELFIELD, 0.6 KM (0.35 MI) WEST OF MILEPOST
 RS0316'47, 47.2 METERS (154.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 RS0316'LANES OF THE HIGHWAY AND 29.6 METERS (97.1 FT) EAST OF A RIGHT-OF-WAY
 RS0316'MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0316'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0316'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0455 ***********************************************************************
 SL0455  DESIGNATION -  C 49 RESET
 SL0455  PID         -  SL0455
 SL0455  STATE/COUNTY-  ND/GRAND FORKS
 SL0455  USGS QUAD   -  GRAND FORKS (1994)
 SL0455
 SL0455                         *CURRENT SURVEY CONTROL
 SL0455  ___________________________________________________________________
 SL0455* NAD 83(1986)-  47 54 14.     (N)    097 06 35.     (W)     SCALED    
 SL0455* NAVD 88     -       256.78   (+/-2cm)     842.5    (feet)  VERTCON   
 SL0455  ___________________________________________________________________
 SL0455  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 SL0455
 SL0455  VERT ORDER  -  THIRD (See Below)
 SL0455
 SL0455.The horizontal coordinates were scaled from a topographic map and have
 SL0455.an estimated accuracy of +/- 6 seconds.
 SL0455
 SL0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0455.The vertical order pertains to the NGVD 29 superseded value.
 SL0455
 SL0455.The geoid height was determined by GEOID03.
 SL0455
 SL0455;                    North         East    Units  Estimated Accuracy
 SL0455;SPC ND N     -   106,070.      853,370.      MT  (+/- 180 meters Scaled)
 SL0455
 SL0455                          SUPERSEDED SURVEY CONTROL
 SL0455
 SL0455  NGVD 29 (11/04/04)  256.45   (m)          841.4    (f) RESET       3  
 SL0455
 SL0455.Superseded values are not recommended for survey control.
 SL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0455.See file dsdata.txt to determine how the superseded data were derived.
 SL0455
 SL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU412073(NAD 83)
 SL0455_MARKER: DB = BENCH MARK DISK
 SL0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0455_SP_SET: ABUTMENT
 SL0455_STAMPING: C 49 RESET 1968
 SL0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0455
 SL0455  HISTORY     - Date     Condition        Report By
 SL0455  HISTORY     - 1968     MONUMENTED       LOCENG
 SL0455
 SL0455                          STATION DESCRIPTION
 SL0455
 SL0455'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SL0455'3.9 MI N FROM MERRIFIELD.
 SL0455'ABOUT 3.9 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0455'STATION AT MERRIFIELD, AT A ROAD CROSSING, 1 1/2 POLES SOUTH OF
 SL0455'MILEPOST NO. 97, AT 48 FOOT STEEL BRIDGE NO. 97.0, SET IN THE EAST END
 SL0455'OF THE NORTH CONCRETE ABUTMENT, 7 FEET EAST OF THE CENTER LINE OF THE
 SL0455'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0593 ***********************************************************************
 RR0593  DESIGNATION -  C 490
 RR0593  PID         -  RR0593
 RR0593  STATE/COUNTY-  ND/MORTON
 RR0593  USGS QUAD   -  NORTH ALMONT (1980)
 RR0593
 RR0593                         *CURRENT SURVEY CONTROL
 RR0593  ___________________________________________________________________
 RR0593* NAD 83(1986)-  46 50 50.     (N)    101 30 43.     (W)     SCALED    
 RR0593* NAVD 88     -       642.739  (meters)    2108.72   (feet)  ADJUSTED  
 RR0593  ___________________________________________________________________
 RR0593  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 RR0593  DYNAMIC HT  -         642.743 (meters)    2108.73  (feet)  COMP
 RR0593  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RR0593
 RR0593  VERT ORDER  -  FIRST     CLASS II
 RR0593
 RR0593.The horizontal coordinates were scaled from a topographic map and have
 RR0593.an estimated accuracy of +/- 6 seconds.
 RR0593
 RR0593.The orthometric height was determined by differential leveling
 RR0593.and adjusted by the National Geodetic Survey in June 1991..
 RR0593
 RR0593.The geoid height was determined by GEOID03.
 RR0593
 RR0593.The dynamic height is computed by dividing the NAVD 88
 RR0593.geopotential number by the normal gravity value computed on the
 RR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0593.degrees latitude (g = 980.6199 gals.).
 RR0593
 RR0593.The modeled gravity was interpolated from observed gravity values.
 RR0593
 RR0593;                    North         East    Units  Estimated Accuracy
 RR0593;SPC ND S     -   131,720.      522,820.      MT  (+/- 180 meters Scaled)
 RR0593
 RR0593                          SUPERSEDED SURVEY CONTROL
 RR0593
 RR0593.No superseded survey control is available for this station.
 RR0593
 RR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS084912(NAD 83)
 RR0593_MARKER: I = METAL ROD
 RR0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0593_SP_SET: STAINLESS STEEL ROD
 RR0593_STAMPING: C 490 1982
 RR0593_MARK LOGO: NGS   
 RR0593_PROJECTION: FLUSH
 RR0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0593_ROD/PIPE-DEPTH: 5.5  meters
 RR0593
 RR0593  HISTORY     - Date     Condition        Report By
 RR0593  HISTORY     - 1982     MONUMENTED       NGS
 RR0593
 RR0593                          STATION DESCRIPTION
 RR0593
 RR0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0593'7.3 KM (4.55 MI) WEST FROM NEW SALEM.
 RR0593'7.3 KM (4.55 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0593'STATE HIGHWAY 31 IN NEW SALEM, IN THE SOUTHWEST ANGLE OF A CROSSROADS,
 RR0593'28.5 METERS (93.5 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 139, 23.0
 RR0593'METERS (75.5 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 86, 9.9 METERS
 RR0593'(32.5 FT) SOUTH OF A FENCE CORNER AND 7.5 METERS (24.6 FT) SOUTH OF
 RR0593'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 RR0593'THROUGH A 5-INCH LOGO CAP.
 RR0593'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 RR0593'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0257 ***********************************************************************
 RS0257  DESIGNATION -  C 491
 RS0257  PID         -  RS0257
 RS0257  STATE/COUNTY-  ND/MORTON
 RS0257  USGS QUAD   -  HEBRON (1973)
 RS0257
 RS0257                         *CURRENT SURVEY CONTROL
 RS0257  ___________________________________________________________________
 RS0257* NAD 83(1986)-  46 54 01.     (N)    102 01 27.     (W)     SCALED    
 RS0257* NAVD 88     -       658.271  (meters)    2159.68   (feet)  ADJUSTED  
 RS0257  ___________________________________________________________________
 RS0257  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 RS0257  DYNAMIC HT  -         658.272 (meters)    2159.68  (feet)  COMP
 RS0257  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 RS0257
 RS0257  VERT ORDER  -  FIRST     CLASS II
 RS0257
 RS0257.The horizontal coordinates were scaled from a topographic map and have
 RS0257.an estimated accuracy of +/- 6 seconds.
 RS0257
 RS0257.The orthometric height was determined by differential leveling
 RS0257.and adjusted by the National Geodetic Survey in June 1991..
 RS0257
 RS0257.The geoid height was determined by GEOID03.
 RS0257
 RS0257.The dynamic height is computed by dividing the NAVD 88
 RS0257.geopotential number by the normal gravity value computed on the
 RS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0257.degrees latitude (g = 980.6199 gals.).
 RS0257
 RS0257.The modeled gravity was interpolated from observed gravity values.
 RS0257
 RS0257;                    North         East    Units  Estimated Accuracy
 RS0257;SPC ND S     -   138,250.      483,880.      MT  (+/- 180 meters Scaled)
 RS0257
 RS0257                          SUPERSEDED SURVEY CONTROL
 RS0257
 RS0257.No superseded survey control is available for this station.
 RS0257
 RS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM266983(NAD 83)
 RS0257_MARKER: I = METAL ROD
 RS0257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0257_SP_SET: STAINLESS STEEL ROD
 RS0257_STAMPING: C 491 1982
 RS0257_MARK LOGO: NGS   
 RS0257_PROJECTION: FLUSH
 RS0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0257_ROD/PIPE-DEPTH: 7.3  meters
 RS0257
 RS0257  HISTORY     - Date     Condition        Report By
 RS0257  HISTORY     - 1982     MONUMENTED       NGS
 RS0257
 RS0257                          STATION DESCRIPTION
 RS0257
 RS0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0257'18.5 KM (11.5 MI) WEST FROM GLEN ULLIN.
 RS0257'18.5 KM (11.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0257'NORTHERN RAILROAD STATION IN GLEN ULLIN, 31.4 METERS (103.0 FT) SOUTH
 RS0257'OF THE CENTERLINE OF THE ROAD, 12.6 METERS (41.3 FT) EAST OF
 RS0257'TRIANGULATION STATION CUSTER AND 6.3 METERS (20.7 FT) EAST OF THE
 RS0257'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RS0257'A 5-INCH LOGO CAP.
 RS0257'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 RS0257'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0292 ***********************************************************************
 RS0292  DESIGNATION -  C 492
 RS0292  PID         -  RS0292
 RS0292  STATE/COUNTY-  ND/STARK
 RS0292  USGS QUAD   -  BOYLE (1973)
 RS0292
 RS0292                         *CURRENT SURVEY CONTROL
 RS0292  ___________________________________________________________________
 RS0292* NAD 83(1996)-  46 52 51.89241(N)    102 34 49.97927(W)     ADJUSTED  
 RS0292* NAVD 88     -       739.009  (meters)    2424.57   (feet)  ADJUSTED  
 RS0292  ___________________________________________________________________
 RS0292  X           -    -951,367.694 (meters)                     COMP
 RS0292  Y           -  -4,262,971.543 (meters)                     COMP
 RS0292  Z           -   4,633,265.231 (meters)                     COMP
 RS0292  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 RS0292  ELLIP HEIGHT-         721.43  (meters)          (06/27/05) GPS OBS
 RS0292  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 RS0292  DYNAMIC HT  -         739.014 (meters)    2424.58  (feet)  COMP
 RS0292  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 RS0292
 RS0292  HORZ ORDER  -  A
 RS0292  VERT ORDER  -  FIRST     CLASS II
 RS0292  ELLP ORDER  -  FOURTH    CLASS I
 RS0292
 RS0292.The horizontal coordinates were established by GPS observations
 RS0292.and adjusted by the National Geodetic Survey in June 2005..
 RS0292
 RS0292.The orthometric height was determined by differential leveling
 RS0292.and adjusted by the National Geodetic Survey in June 1991..
 RS0292
 RS0292.Photographs are available for this station.
 RS0292
 RS0292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0292
 RS0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0292
 RS0292.The ellipsoidal height was determined by GPS observations
 RS0292.and is referenced to NAD 83.
 RS0292
 RS0292.The geoid height was determined by GEOID03.
 RS0292
 RS0292.The dynamic height is computed by dividing the NAVD 88
 RS0292.geopotential number by the normal gravity value computed on the
 RS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0292.degrees latitude (g = 980.6199 gals.).
 RS0292
 RS0292.The modeled gravity was interpolated from observed gravity values.
 RS0292
 RS0292;                    North         East     Units Scale Factor Converg.
 RS0292;SPC ND S     -   137,090.442   441,439.618   MT  0.99993618   -1 31 03.1
 RS0292;SPC ND S     -   449,771.79  1,448,292.71   iFT  0.99993618   -1 31 03.1
 RS0292;UTM  13      - 5,194,791.107   684,344.287   MT  1.00001769   +1 45 59.5
 RS0292
 RS0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0292!SPC ND S     -   0.99988693  x   0.99993618  =   0.99982311
 RS0292!UTM  13      -   0.99988693  x   1.00001769  =   0.99990462
 RS0292
 RS0292                          SUPERSEDED SURVEY CONTROL
 RS0292
 RS0292  NAVD 88 (06/27/05)  739.01   (m)         2424.6    (f) LEVELING    3  
 RS0292
 RS0292.Superseded values are not recommended for survey control.
 RS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0292.See file dsdata.txt to determine how the superseded data were derived.
 RS0292
 RS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8434494791(NAD 83)
 RS0292_MARKER: I = METAL ROD
 RS0292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0292_SP_SET: STAINLESS STEEL ROD
 RS0292_STAMPING: C 492 1982
 RS0292_MARK LOGO: NGS   
 RS0292_PROJECTION: FLUSH
 RS0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0292+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 RS0292_ROD/PIPE-DEPTH: 6.7  meters
 RS0292
 RS0292  HISTORY     - Date     Condition        Report By
 RS0292  HISTORY     - 1982     MONUMENTED       NGS
 RS0292  HISTORY     - 20040420 GOOD             NDSPLS
 RS0292
 RS0292                          STATION DESCRIPTION
 RS0292
 RS0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0292'16.1 KM (10.0 MI) EAST FROM DICKINSON.
 RS0292'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0292'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE
 RS0292'12.1 KM (7.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.4 KM (0.25
 RS0292'MI) WEST OF MILEPOST 72, 47.9 METERS (157.2 FT) NORTHEAST OF THE
 RS0292'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 39.3 METERS (128.9
 RS0292'FT) NORTHEAST OF A HIGHWAY INFORMATION SIGN (INTERSTATE 94) AND 35.4
 RS0292'METERS (116.1 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 RS0292'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0292'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RS0292'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 RS0292
 RS0292                          STATION RECOVERY (2004)
 RS0292
 RS0292'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 RS0292'THE STATION IS LOCATED ABOUT 10 MI EAST OF DICKINSON AND 0.5 MILES
 RS0292'WEST OF EXIT 72 OF  INTERSTATE HIGHWAY 94, ON THE NORTH RIGHT-OF-WAY
 RS0292'OF THE INTERSTATE HIGHWAY.   OWNERSHIP--NORTH DAKOTA DEPARTMENT OF
 RS0292'TRANSPORTATION.
 RS0292' 
 RS0292'TO REACH THE STATION FROM INTERSTATE HIGHWAY 94 EXIT 72 NEAR
 RS0292'GLADSTONE, GO WEST FOR  ABOUT 0.5 MI TO THE STATION ON THE RIGHT.
 RS0292' 
 RS0292'LOCATED 47.9 METERS NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 RS0292'INTERSTATE  HIGHWAY, 39.3 METERS NORTHEAST OF A HIGHWAY SIGN
 RS0292'(INTERSTATE 94), 35.4 METERS  SOUTHEAST OF THE CENTER OF A FIELD
 RS0292'ENTRANCE, 12.4 METERS SOUTHEAST OF A CONCRETE  RIGHT-OF-WAY POST AND
 RS0292'0.3 METERS SOUTHWEST OF A WITNESS POST IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0338 ***********************************************************************
 RS0338  DESIGNATION -  C 493
 RS0338  PID         -  RS0338
 RS0338  STATE/COUNTY-  ND/BILLINGS
 RS0338  USGS QUAD   -  MEDORA (1970)
 RS0338
 RS0338                         *CURRENT SURVEY CONTROL
 RS0338  ___________________________________________________________________
 RS0338* NAD 83(1986)-  46 54 09.     (N)    103 31 32.     (W)     SCALED    
 RS0338* NAVD 88     -       734.363  (meters)    2409.32   (feet)  ADJUSTED  
 RS0338  ___________________________________________________________________
 RS0338  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 RS0338  DYNAMIC HT  -         734.366 (meters)    2409.33  (feet)  COMP
 RS0338  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RS0338
 RS0338  VERT ORDER  -  FIRST     CLASS II
 RS0338
 RS0338.The horizontal coordinates were scaled from a topographic map and have
 RS0338.an estimated accuracy of +/- 6 seconds.
 RS0338
 RS0338.The orthometric height was determined by differential leveling
 RS0338.and adjusted by the National Geodetic Survey in June 1991..
 RS0338
 RS0338.The geoid height was determined by GEOID03.
 RS0338
 RS0338.The dynamic height is computed by dividing the NAVD 88
 RS0338.geopotential number by the normal gravity value computed on the
 RS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0338.degrees latitude (g = 980.6199 gals.).
 RS0338
 RS0338.The modeled gravity was interpolated from observed gravity values.
 RS0338
 RS0338;                    North         East    Units  Estimated Accuracy
 RS0338;SPC ND S     -   141,810.      369,540.      MT  (+/- 180 meters Scaled)
 RS0338
 RS0338                          SUPERSEDED SURVEY CONTROL
 RS0338
 RS0338.No superseded survey control is available for this station.
 RS0338
 RS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM122953(NAD 83)
 RS0338_MARKER: I = METAL ROD
 RS0338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0338_SP_SET: STAINLESS STEEL ROD
 RS0338_STAMPING: C 493 1982
 RS0338_MARK LOGO: NGS   
 RS0338_PROJECTION: FLUSH
 RS0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0338_ROD/PIPE-DEPTH: 5.5  meters
 RS0338
 RS0338  HISTORY     - Date     Condition        Report By
 RS0338  HISTORY     - 1982     MONUMENTED       NGS
 RS0338
 RS0338                          STATION DESCRIPTION
 RS0338
 RS0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0338'28.0 KM (17.45 MI) WEST FROM BELFIELD.
 RS0338'24.2 KM (15.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0338'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, THENCE 2.3 KM (1.45 MI)
 RS0338'WESTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS, THENCE 1.5 KM (0.95 MI)
 RS0338'SOUTHERLY ALONG EAST RIVER ROAD, 49.0 METERS (160.8 FT) NORTHEAST OF
 RS0338'THE CENTER OF THE ROAD, 40.5 METERS (132.9 FT) NORTH-NORTHWEST OF THE
 RS0338'EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTHWEST TO A RANCH HOUSE
 RS0338'AND 0.9 METER (3.0 FT) NORTH-NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS
 RS0338'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0338'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 RS0338'THE MARK IS 4.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0318 ***********************************************************************
 RS0318  DESIGNATION -  C 494
 RS0318  PID         -  RS0318
 RS0318  STATE/COUNTY-  ND/STARK
 RS0318  USGS QUAD   -  BELFIELD (1981)
 RS0318
 RS0318                         *CURRENT SURVEY CONTROL
 RS0318  ___________________________________________________________________
 RS0318* NAD 83(1986)-  46 53 30.     (N)    103 08 50.     (W)     SCALED    
 RS0318* NAVD 88     -       779.653  (meters)    2557.91   (feet)  ADJUSTED  
 RS0318  ___________________________________________________________________
 RS0318  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 RS0318  DYNAMIC HT  -         779.638 (meters)    2557.86  (feet)  COMP
 RS0318  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 RS0318
 RS0318  VERT ORDER  -  FIRST     CLASS II
 RS0318
 RS0318.The horizontal coordinates were scaled from a topographic map and have
 RS0318.an estimated accuracy of +/- 6 seconds.
 RS0318
 RS0318.The orthometric height was determined by differential leveling
 RS0318.and adjusted by the National Geodetic Survey in June 1991..
 RS0318
 RS0318.The geoid height was determined by GEOID03.
 RS0318
 RS0318.The dynamic height is computed by dividing the NAVD 88
 RS0318.geopotential number by the normal gravity value computed on the
 RS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0318.degrees latitude (g = 980.6199 gals.).
 RS0318
 RS0318.The modeled gravity was interpolated from observed gravity values.
 RS0318
 RS0318;                    North         East    Units  Estimated Accuracy
 RS0318;SPC ND S     -   139,570.      398,310.      MT  (+/- 180 meters Scaled)
 RS0318
 RS0318                          SUPERSEDED SURVEY CONTROL
 RS0318
 RS0318.No superseded survey control is available for this station.
 RS0318
 RS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM411947(NAD 83)
 RS0318_MARKER: I = METAL ROD
 RS0318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0318_SP_SET: STAINLESS STEEL ROD
 RS0318_STAMPING: C 494 1982
 RS0318_MARK LOGO: NGS   
 RS0318_PROJECTION: FLUSH
 RS0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0318_ROD/PIPE-DEPTH: 7.6  meters
 RS0318
 RS0318  HISTORY     - Date     Condition        Report By
 RS0318  HISTORY     - 1982     MONUMENTED       NGS
 RS0318
 RS0318                          STATION DESCRIPTION
 RS0318
 RS0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0318'3.3 KM (2.05 MI) EAST FROM BELFIELD.
 RS0318'3.3 KM (2.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0318'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.7 KM (0.45 MI) EAST OF
 RS0318'MILEPOST 44, 45.2 METERS (148.3 FT) NORTH OF THE CENTERLINE OF THE
 RS0318'WEST BOUND LANES OF THE HIGHWAY, 23.3 METERS (76.4 FT) WEST OF A
 RS0318'UTILITY POLE WITH 2 GUY WIRES AND 5.5 METERS (18.0 FT) EAST OF THE
 RS0318'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RS0318'A 5-INCH LOGO CAP.
 RS0318'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0318'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9826 ***********************************************************************
 AE9826  DESIGNATION -  C 495
 AE9826  PID         -  AE9826
 AE9826  STATE/COUNTY-  ND/DICKEY
 AE9826  USGS QUAD   -  ELLENDALE SOUTH (1978)
 AE9826
 AE9826                         *CURRENT SURVEY CONTROL
 AE9826  ___________________________________________________________________
 AE9826* NAD 83(1986)-  45 57 32.     (N)    098 31 40.     (W)     SCALED    
 AE9826* NAVD 88     -       442.203  (meters)    1450.79   (feet)  ADJUSTED  
 AE9826  ___________________________________________________________________
 AE9826  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE9826  DYNAMIC HT  -         442.189 (meters)    1450.75  (feet)  COMP
 AE9826  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 AE9826
 AE9826  VERT ORDER  -  FIRST     CLASS II
 AE9826
 AE9826.The horizontal coordinates were scaled from a topographic map and have
 AE9826.an estimated accuracy of +/- 6 seconds.
 AE9826
 AE9826.The orthometric height was determined by differential leveling
 AE9826.and adjusted by the National Geodetic Survey in July 1998..
 AE9826
 AE9826.The geoid height was determined by GEOID03.
 AE9826
 AE9826.The dynamic height is computed by dividing the NAVD 88
 AE9826.geopotential number by the normal gravity value computed on the
 AE9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9826.degrees latitude (g = 980.6199 gals.).
 AE9826
 AE9826.The modeled gravity was interpolated from observed gravity values.
 AE9826
 AE9826;                    North         East    Units  Estimated Accuracy
 AE9826;SPC ND S     -    34,400.      752,880.      MT  (+/- 180 meters Scaled)
 AE9826
 AE9826                          SUPERSEDED SURVEY CONTROL
 AE9826
 AE9826.No superseded survey control is available for this station.
 AE9826
 AE9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR365895(NAD 83)
 AE9826_MARKER: I = METAL ROD
 AE9826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9826_STAMPING: C 495 1997
 AE9826_MARK LOGO: NGS   
 AE9826_PROJECTION: FLUSH
 AE9826_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9826+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9826_ROD/PIPE-DEPTH: 11.0 meters
 AE9826_SLEEVE-DEPTH  : 0.9 meters
 AE9826
 AE9826  HISTORY     - Date     Condition        Report By
 AE9826  HISTORY     - 1997     MONUMENTED       NGS
 AE9826
 AE9826                          STATION DESCRIPTION
 AE9826
 AE9826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9826'2.2 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9826'MAIN STREET IN ELLENDALE, 110.2 M (361.5 FT) NORTH OF A T-FENCE
 AE9826'CORNER, 30.3 M (99.4 FT) EAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3
 AE9826'FT) WEST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE
 AE9826'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AE9826'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE9826'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0508 ***********************************************************************
 RQ0508  DESIGNATION -  C 496
 RQ0508  PID         -  RQ0508
 RQ0508  STATE/COUNTY-  ND/STUTSMAN
 RQ0508  USGS QUAD   -  BLOOM (1975)
 RQ0508
 RQ0508                         *CURRENT SURVEY CONTROL
 RQ0508  ___________________________________________________________________
 RQ0508* NAD 83(1986)-  46 53 31.     (N)    098 30 54.     (W)     SCALED    
 RQ0508* NAVD 88     -       445.558  (meters)    1461.80   (feet)  ADJUSTED  
 RQ0508  ___________________________________________________________________
 RQ0508  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 RQ0508  DYNAMIC HT  -         445.574 (meters)    1461.85  (feet)  COMP
 RQ0508  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 RQ0508
 RQ0508  VERT ORDER  -  FIRST     CLASS II
 RQ0508
 RQ0508.The horizontal coordinates were scaled from a topographic map and have
 RQ0508.an estimated accuracy of +/- 6 seconds.
 RQ0508
 RQ0508.The orthometric height was determined by differential leveling
 RQ0508.and adjusted by the National Geodetic Survey in June 1991..
 RQ0508
 RQ0508.The geoid height was determined by GEOID03.
 RQ0508
 RQ0508.The dynamic height is computed by dividing the NAVD 88
 RQ0508.geopotential number by the normal gravity value computed on the
 RQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0508.degrees latitude (g = 980.6199 gals.).
 RQ0508
 RQ0508.The modeled gravity was interpolated from observed gravity values.
 RQ0508
 RQ0508;                    North         East    Units  Estimated Accuracy
 RQ0508;SPC ND S     -   138,110.      751,250.      MT  (+/- 180 meters Scaled)
 RQ0508
 RQ0508                          SUPERSEDED SURVEY CONTROL
 RQ0508
 RQ0508.No superseded survey control is available for this station.
 RQ0508
 RQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS369932(NAD 83)
 RQ0508_MARKER: I = METAL ROD
 RQ0508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0508_SP_SET: STAINLESS STEEL ROD
 RQ0508_STAMPING: C 496 1982
 RQ0508_MARK LOGO: NGS   
 RQ0508_PROJECTION: FLUSH
 RQ0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0508_ROD/PIPE-DEPTH: 7.3  meters
 RQ0508
 RQ0508  HISTORY     - Date     Condition        Report By
 RQ0508  HISTORY     - 1982     MONUMENTED       NGS
 RQ0508
 RQ0508                          STATION DESCRIPTION
 RQ0508
 RQ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0508'5.5 KM (3.4 MI) SSW FROM SPIRITWOOD.
 RQ0508'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0508'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0508'SPIRITWOOD, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE ON THE SOUTH SIDE
 RQ0508'OF THE HIGHWAY, 132.28 METERS (434.0 FT) WEST OF A T-JUNCTION IN THE
 RQ0508'FENCE LINE, 45.72 METERS (150.0 FT) SOUTH OF THE CENTERLINE OF
 RQ0508'INTERSTATE HIGHWAY 94 EASTBOUND, 7.38 METERS (24.2 FT) SOUTHEAST OF A
 RQ0508'NORTHWEST CORNER FENCE POST, 4.63 METERS (15.2 FT) EAST-NORTHEAST OF
 RQ0508'THE SOUTHWEST CORNER FENCE POST, 4.57 METERS (15.0 FT) EAST OF THE
 RQ0508'NORTH-SOUTH FENCE LINE AT THE OFFSET, AND 0.30 METERS (1.0 FT) NORTH
 RQ0508'OF THE EAST-WEST FENCE LINE AT THE OFFSET.  NOTE, THE ROD DRIVING RATE
 RQ0508'EXCEEDED 7 SECONDS PER FOOT.
 RQ0508'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RQ0508'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0633 ***********************************************************************
 RP0633  DESIGNATION -  C 497
 RP0633  PID         -  RP0633
 RP0633  STATE/COUNTY-  ND/BARNES
 RP0633  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0633
 RP0633                         *CURRENT SURVEY CONTROL
 RP0633  ___________________________________________________________________
 RP0633* NAD 83(1986)-  46 55 13.     (N)    097 54 48.     (W)     SCALED    
 RP0633* NAVD 88     -       432.751  (meters)    1419.78   (feet)  ADJUSTED  
 RP0633  ___________________________________________________________________
 RP0633  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 RP0633  DYNAMIC HT  -         432.782 (meters)    1419.89  (feet)  COMP
 RP0633  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 RP0633
 RP0633  VERT ORDER  -  FIRST     CLASS II
 RP0633
 RP0633.The horizontal coordinates were scaled from a topographic map and have
 RP0633.an estimated accuracy of +/- 6 seconds.
 RP0633
 RP0633.The orthometric height was determined by differential leveling
 RP0633.and adjusted by the National Geodetic Survey in June 1991..
 RP0633
 RP0633.The geoid height was determined by GEOID03.
 RP0633
 RP0633.The dynamic height is computed by dividing the NAVD 88
 RP0633.geopotential number by the normal gravity value computed on the
 RP0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0633.degrees latitude (g = 980.6199 gals.).
 RP0633
 RP0633.The modeled gravity was interpolated from observed gravity values.
 RP0633
 RP0633;                    North         East    Units  Estimated Accuracy
 RP0633;SPC ND S     -   142,590.      796,980.      MT  (+/- 180 meters Scaled)
 RP0633
 RP0633                          SUPERSEDED SURVEY CONTROL
 RP0633
 RP0633.No superseded survey control is available for this station.
 RP0633
 RP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS827968(NAD 83)
 RP0633_MARKER: DB = BENCH MARK DISK
 RP0633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0633_SP_SET: CONCRETE PIER
 RP0633_STAMPING: C 497 1982
 RP0633_MARK LOGO: NGS   
 RP0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0633
 RP0633  HISTORY     - Date     Condition        Report By
 RP0633  HISTORY     - 1982     MONUMENTED       NGS
 RP0633
 RP0633                          STATION DESCRIPTION
 RP0633
 RP0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0633'7.2 KM (4.5 MI) EAST FROM VALLEY CITY.
 RP0633'AT THE PEAK INTERCHANGE (EXIT 71) ON INTERSTATE HIGHWAY 94 WHICH IS
 RP0633'LOCATED 7.2 KM (4.5 MI) EAST OF VALLEY CITY, SET IN THE SOUTH FACE OF
 RP0633'THE SOUTHWESTERNMOST CONCRETE PIER SUPPORTING THE OVERPASS BRIDGE,
 RP0633'8.53 METERS (28.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94
 RP0633'EASTBOUND, AND 30.94 METERS (101.5 FT) EAST OF THE WEST END OF A METAL
 RP0633'GUARD RAIL.
 RP0633'THE MARK IS 1.6 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0522 ***********************************************************************
 RQ0522  DESIGNATION -  C 498
 RQ0522  PID         -  RQ0522
 RQ0522  STATE/COUNTY-  ND/BARNES
 RQ0522  USGS QUAD   -  SANBORN (1970)
 RQ0522
 RQ0522                         *CURRENT SURVEY CONTROL
 RQ0522  ___________________________________________________________________
 RQ0522* NAD 83(1986)-  46 54 24.     (N)    098 13 38.     (W)     SCALED    
 RQ0522* NAVD 88     -       447.059  (meters)    1466.73   (feet)  ADJUSTED  
 RQ0522  ___________________________________________________________________
 RQ0522  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 RQ0522  DYNAMIC HT  -         447.088 (meters)    1466.82  (feet)  COMP
 RQ0522  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RQ0522
 RQ0522  VERT ORDER  -  FIRST     CLASS II
 RQ0522
 RQ0522.The horizontal coordinates were scaled from a topographic map and have
 RQ0522.an estimated accuracy of +/- 6 seconds.
 RQ0522
 RQ0522.The orthometric height was determined by differential leveling
 RQ0522.and adjusted by the National Geodetic Survey in June 1991..
 RQ0522
 RQ0522.The geoid height was determined by GEOID03.
 RQ0522
 RQ0522.The dynamic height is computed by dividing the NAVD 88
 RQ0522.geopotential number by the normal gravity value computed on the
 RQ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0522.degrees latitude (g = 980.6199 gals.).
 RQ0522
 RQ0522.The modeled gravity was interpolated from observed gravity values.
 RQ0522
 RQ0522;                    North         East    Units  Estimated Accuracy
 RQ0522;SPC ND S     -   140,340.      773,120.      MT  (+/- 180 meters Scaled)
 RQ0522
 RQ0522                          SUPERSEDED SURVEY CONTROL
 RQ0522
 RQ0522.No superseded survey control is available for this station.
 RQ0522
 RQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS588950(NAD 83)
 RQ0522_MARKER: I = METAL ROD
 RQ0522_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0522_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0522_STAMPING: C 498 1982
 RQ0522_MARK LOGO: NGS   
 RQ0522_PROJECTION: RECESSED 3 CENTIMETERS
 RQ0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0522+STABILITY: POSITION/ELEVATION WELL
 RQ0522_ROD/PIPE-DEPTH: 13.4 meters
 RQ0522_SLEEVE-DEPTH  : 9.7 meters
 RQ0522
 RQ0522  HISTORY     - Date     Condition        Report By
 RQ0522  HISTORY     - 1982     MONUMENTED       NGS
 RQ0522
 RQ0522                          STATION DESCRIPTION
 RQ0522
 RQ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0522'4.0 KM (2.5 MI) SOUTH FROM SANBORN.
 RQ0522'2.4 KM (1.5 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE
 RQ0522'HIGHWAY 1 OVERPASS (EXIT 66) ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF
 RQ0522'SANBORN TO AN OVERPASS (EXIT 65) AND THE MARK, SET IN THE MEDIAN STRIP
 RQ0522'BETWEEN THE EASTBOUND AND WESTBOUND LANES OF THE HIGHWAY, 12.50 METERS
 RQ0522'(41.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANE, 10.97 METERS
 RQ0522'(36.0 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANE, 9.45 METERS
 RQ0522'(31.0 FT) EAST OF THE EAST SIDE OF THE EASTERNMOST CONCRETE PIER
 RQ0522'SUPPORTING THE CENTER OF THE OVERPASS IN THE MEDIAN STRIP, 2.13 METERS
 RQ0522'(7.0 FT) SOUTH OF THE NORTH GUARD RAIL IN THE MEDIAN STRIP, AND
 RQ0522'1.22 METERS (4.0 FT) EAST-NORTHEAST OF THE EAST END OF THE SOUTH GUARD
 RQ0522'RAIL IN THE MEDIAN STRIP.  NOTE, THE LOGO CAP WAS RESTAMPED C 498
 RQ0522'1982, HOWEVER, THE DATUM POINT IS STAMPED C 489.
 RQ0522'THE MARK IS 2.1 METERS  E FROM A WITNESS POST.
 RQ0522'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0664 ***********************************************************************
 RP0664  DESIGNATION -  C 499
 RP0664  PID         -  RP0664
 RP0664  STATE/COUNTY-  ND/CASS
 RP0664  USGS QUAD   -  ABSARAKA (1967)
 RP0664
 RP0664                         *CURRENT SURVEY CONTROL
 RP0664  ___________________________________________________________________
 RP0664* NAD 83(1986)-  46 52 32.     (N)    097 25 43.     (W)     SCALED    
 RP0664* NAVD 88     -       324.662  (meters)    1065.16   (feet)  ADJUSTED  
 RP0664  ___________________________________________________________________
 RP0664  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 RP0664  DYNAMIC HT  -         324.684 (meters)    1065.23  (feet)  COMP
 RP0664  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 RP0664
 RP0664  VERT ORDER  -  FIRST     CLASS II
 RP0664
 RP0664.The horizontal coordinates were scaled from a topographic map and have
 RP0664.an estimated accuracy of +/- 6 seconds.
 RP0664
 RP0664.The orthometric height was determined by differential leveling
 RP0664.and adjusted by the National Geodetic Survey in June 1991..
 RP0664
 RP0664.The geoid height was determined by GEOID03.
 RP0664
 RP0664.The dynamic height is computed by dividing the NAVD 88
 RP0664.geopotential number by the normal gravity value computed on the
 RP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0664.degrees latitude (g = 980.6199 gals.).
 RP0664
 RP0664.The modeled gravity was interpolated from observed gravity values.
 RP0664
 RP0664;                    North         East    Units  Estimated Accuracy
 RP0664;SPC ND S     -   138,950.      834,070.      MT  (+/- 180 meters Scaled)
 RP0664
 RP0664                          SUPERSEDED SURVEY CONTROL
 RP0664
 RP0664.No superseded survey control is available for this station.
 RP0664
 RP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS197925(NAD 83)
 RP0664_MARKER: DB = BENCH MARK DISK
 RP0664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0664_SP_SET: CONCRETE PIER
 RP0664_STAMPING: C 499 1982
 RP0664_MARK LOGO: NGS   
 RP0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0664
 RP0664  HISTORY     - Date     Condition        Report By
 RP0664  HISTORY     - 1982     MONUMENTED       NGS
 RP0664
 RP0664                          STATION DESCRIPTION
 RP0664
 RP0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0664'6.4 KM (4.0 MI) WEST FROM WHEATLAND.
 RP0664'6.4 KM (4.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0664'WHEATLAND-CHAFFEE INTERCHANGE OVERPASS, EXIT 80 AND COUNTY ROAD 5
 RP0664'LEADING NORTH TO THE TOWN OF WHEATLAND, SET IN THE EAST FACE OF THE
 RP0664'EASTERNMOST ONE OF TWO PIERS ON THE SOUTH SIDE OF THE EASTBOUND
 RP0664'TRAFFIC LANES OF THE INTERSTATE OVERPASS EMBDEN EXIT, 7.9 METERS
 RP0664'(26.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE.
 RP0664'THE MARK IS 1.4 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0617 ***********************************************************************
 SN0617  DESIGNATION -  C 5
 SN0617  PID         -  SN0617
 SN0617  STATE/COUNTY-  ND/MCLEAN
 SN0617  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0617
 SN0617                         *CURRENT SURVEY CONTROL
 SN0617  ___________________________________________________________________
 SN0617* NAD 83(1986)-  47 30 08.     (N)    101 16 15.     (W)     SCALED    
 SN0617* NAVD 88     -       606.747  (meters)    1990.64   (feet)  ADJUSTED  
 SN0617  ___________________________________________________________________
 SN0617  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 SN0617  DYNAMIC HT  -         606.794 (meters)    1990.79  (feet)  COMP
 SN0617  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 SN0617
 SN0617  VERT ORDER  -  SECOND    CLASS 0
 SN0617
 SN0617.The horizontal coordinates were scaled from a topographic map and have
 SN0617.an estimated accuracy of +/- 6 seconds.
 SN0617
 SN0617.The orthometric height was determined by differential leveling
 SN0617.and adjusted by the National Geodetic Survey in June 1991..
 SN0617
 SN0617.The geoid height was determined by GEOID03.
 SN0617
 SN0617.The dynamic height is computed by dividing the NAVD 88
 SN0617.geopotential number by the normal gravity value computed on the
 SN0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0617.degrees latitude (g = 980.6199 gals.).
 SN0617
 SN0617.The modeled gravity was interpolated from observed gravity values.
 SN0617
 SN0617;                    North         East    Units  Estimated Accuracy
 SN0617;SPC ND N     -    56,130.      541,930.      MT  (+/- 180 meters Scaled)
 SN0617
 SN0617                          SUPERSEDED SURVEY CONTROL
 SN0617
 SN0617  NGVD 29 (??/??/92)  606.333  (m)         1989.28   (f) ADJ UNCH    2 0
 SN0617
 SN0617.Superseded values are not recommended for survey control.
 SN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0617.See file dsdata.txt to determine how the superseded data were derived.
 SN0617
 SN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT289634(NAD 83)
 SN0617_MARKER: DD = SURVEY DISK
 SN0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0617+STABILITY: SURFACE MOTION
 SN0617
 SN0617  HISTORY     - Date     Condition        Report By
 SN0617  HISTORY     - UNK      MONUMENTED       DOD
 SN0617  HISTORY     - 1946     GOOD             NGS
 SN0617
 SN0617                          STATION DESCRIPTION
 SN0617
 SN0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0617'8.2 MI NW FROM UNDERWOOD.
 SN0617'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0617'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0617'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 4.6 MILES
 SN0617'ALONG THE EAST ACCESS ROAD TO SITE OF MARK, BENCH MARK IS 100.0 FEET
 SN0617'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST-WEST ROAD,
 SN0617'44.0 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 71.0 FEET
 SN0617'WEST OF A TELEPHONE POLE AND 2.0 FEET SOUTH OF A 2 X 4 IN. MARKER
 SN0617'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 SN0617'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1102 ***********************************************************************
 TF1102  DESIGNATION -  C 5
 TF1102  PID         -  TF1102
 TF1102  STATE/COUNTY-  ND/WARD
 TF1102  USGS QUAD   -  CARPIO NE (1979)
 TF1102
 TF1102                         *CURRENT SURVEY CONTROL
 TF1102  ___________________________________________________________________
 TF1102* NAD 83(1986)-  48 23 29.     (N)    101 36 53.     (W)     SCALED    
 TF1102* NAVD 88     -       508.926  (meters)    1669.70   (feet)  ADJUSTED  
 TF1102  ___________________________________________________________________
 TF1102  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 TF1102  DYNAMIC HT  -         509.023 (meters)    1670.02  (feet)  COMP
 TF1102  MODELED GRAV-     980,784.9   (mgal)                       NAVD 88
 TF1102
 TF1102  VERT ORDER  -  FIRST     CLASS II
 TF1102
 TF1102.The horizontal coordinates were scaled from a topographic map and have
 TF1102.an estimated accuracy of +/- 6 seconds.
 TF1102
 TF1102.The orthometric height was determined by differential leveling
 TF1102.and adjusted by the National Geodetic Survey in June 1991..
 TF1102
 TF1102.The geoid height was determined by GEOID03.
 TF1102
 TF1102.The dynamic height is computed by dividing the NAVD 88
 TF1102.geopotential number by the normal gravity value computed on the
 TF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1102.degrees latitude (g = 980.6199 gals.).
 TF1102
 TF1102.The modeled gravity was interpolated from observed gravity values.
 TF1102
 TF1102;                    North         East    Units  Estimated Accuracy
 TF1102;SPC ND N     -   155,300.      517,450.      MT  (+/- 180 meters Scaled)
 TF1102
 TF1102                          SUPERSEDED SURVEY CONTROL
 TF1102
 TF1102  NGVD 29 (??/??/92)  508.546  (m)         1668.45   (f) ADJ UNCH    1 2
 TF1102
 TF1102.Superseded values are not recommended for survey control.
 TF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1102.See file dsdata.txt to determine how the superseded data were derived.
 TF1102
 TF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU064631(NAD 83)
 TF1102_MARKER: DB = BENCH MARK DISK
 TF1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1102_STAMPING: C 5 ELEV. 1668.478 FT
 TF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1102+STABILITY: SURFACE MOTION
 TF1102
 TF1102  HISTORY     - Date     Condition        Report By
 TF1102  HISTORY     - UNK      MONUMENTED       CGS
 TF1102  HISTORY     - 1963     GOOD             NGS
 TF1102
 TF1102                          STATION DESCRIPTION
 TF1102
 TF1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1102'2.5 MI NW FROM FOXHOLM.
 TF1102'2.5 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1102'FOXHOLM, 95 FEET WEST OF AND ACROSS THE TRACKS FROM MILE POST 489, 90
 TF1102'1/2 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 52, 67 FEET
 TF1102'NORTH-NORTHWEST OF TELEPHONE POLE 740, 32 FEET SOUTH OF THE CENTER OF
 TF1102'A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 17 FEET SOUTHWEST OF
 TF1102'THE SOUTHWEST RAIL, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TF1102'PRIVATE ROAD, 0.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET
 TF1102'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 TF1102'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0277 ***********************************************************************
 SN0277  DESIGNATION -  C 5 B 1
 SN0277  PID         -  SN0277
 SN0277  STATE/COUNTY-  ND/MCLEAN
 SN0277  USGS QUAD   -  TURTLE LAKE (1980)
 SN0277
 SN0277                         *CURRENT SURVEY CONTROL
 SN0277  ___________________________________________________________________
 SN0277* NAD 83(1986)-  47 36 21.     (N)    100 52 32.     (W)     SCALED    
 SN0277* NAVD 88     -       581.736  (meters)    1908.58   (feet)  ADJUSTED  
 SN0277  ___________________________________________________________________
 SN0277  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0277  DYNAMIC HT  -         581.794 (meters)    1908.77  (feet)  COMP
 SN0277  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 SN0277
 SN0277  VERT ORDER  -  SECOND    CLASS 0
 SN0277
 SN0277.The horizontal coordinates were scaled from a topographic map and have
 SN0277.an estimated accuracy of +/- 6 seconds.
 SN0277
 SN0277.The orthometric height was determined by differential leveling
 SN0277.and adjusted by the National Geodetic Survey in June 1991..
 SN0277
 SN0277.The geoid height was determined by GEOID03.
 SN0277
 SN0277.The dynamic height is computed by dividing the NAVD 88
 SN0277.geopotential number by the normal gravity value computed on the
 SN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0277.degrees latitude (g = 980.6199 gals.).
 SN0277
 SN0277.The modeled gravity was interpolated from observed gravity values.
 SN0277
 SN0277;                    North         East    Units  Estimated Accuracy
 SN0277;SPC ND N     -    67,430.      571,760.      MT  (+/- 180 meters Scaled)
 SN0277
 SN0277                          SUPERSEDED SURVEY CONTROL
 SN0277
 SN0277  NGVD 29 (??/??/92)  581.33   (m)         1907.2    (f) COMPUTED    2 0
 SN0277
 SN0277.Superseded values are not recommended for survey control.
 SN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0277.See file dsdata.txt to determine how the superseded data were derived.
 SN0277
 SN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT590741(NAD 83)
 SN0277_MARKER: DZ = AZIMUTH MARK DISK
 SN0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0277_SP_SET: PEDESTAL
 SN0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0277
 SN0277  HISTORY     - Date     Condition        Report By
 SN0277  HISTORY     - UNK      MONUMENTED       DOD
 SN0277  HISTORY     - 1962     GOOD             NGS
 SN0277
 SN0277                          STATION DESCRIPTION
 SN0277
 SN0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0277'8.05 MI N FROM TURTLE LAKE.
 SN0277'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0277'TURTLE LAKE, THENCE 5.45 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0277'1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A
 SN0277'FENCE LINE, 9.0 FEET EAST OF A FENCE, A 1 1/2 X 4 FOOT CONCRETE
 SN0277'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0278 ***********************************************************************
 SN0278  DESIGNATION -  C 5 B 2
 SN0278  PID         -  SN0278
 SN0278  STATE/COUNTY-  ND/MCLEAN
 SN0278  USGS QUAD   -  PETERSON LAKE (1980)
 SN0278
 SN0278                         *CURRENT SURVEY CONTROL
 SN0278  ___________________________________________________________________
 SN0278* NAD 83(1986)-  47 36 28.     (N)    100 52 18.     (W)     SCALED    
 SN0278* NAVD 88     -       585.549  (meters)    1921.09   (feet)  ADJUSTED  
 SN0278  ___________________________________________________________________
 SN0278  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0278  DYNAMIC HT  -         585.607 (meters)    1921.28  (feet)  COMP
 SN0278  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0278
 SN0278  VERT ORDER  -  SECOND    CLASS 0
 SN0278
 SN0278.The horizontal coordinates were scaled from a topographic map and have
 SN0278.an estimated accuracy of +/- 6 seconds.
 SN0278
 SN0278.The orthometric height was determined by differential leveling
 SN0278.and adjusted by the National Geodetic Survey in June 1991..
 SN0278
 SN0278.The geoid height was determined by GEOID03.
 SN0278
 SN0278.The dynamic height is computed by dividing the NAVD 88
 SN0278.geopotential number by the normal gravity value computed on the
 SN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0278.degrees latitude (g = 980.6199 gals.).
 SN0278
 SN0278.The modeled gravity was interpolated from observed gravity values.
 SN0278
 SN0278;                    North         East    Units  Estimated Accuracy
 SN0278;SPC ND N     -    67,640.      572,060.      MT  (+/- 180 meters Scaled)
 SN0278
 SN0278                          SUPERSEDED SURVEY CONTROL
 SN0278
 SN0278  NGVD 29 (??/??/92)  585.14   (m)         1919.7    (f) COMPUTED    2 0
 SN0278
 SN0278.Superseded values are not recommended for survey control.
 SN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0278.See file dsdata.txt to determine how the superseded data were derived.
 SN0278
 SN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT593744(NAD 83)
 SN0278_MARKER: DZ = AZIMUTH MARK DISK
 SN0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0278_SP_SET: PEDESTAL
 SN0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0278
 SN0278  HISTORY     - Date     Condition        Report By
 SN0278  HISTORY     - UNK      MONUMENTED       DOD
 SN0278  HISTORY     - 1962     GOOD             NGS
 SN0278
 SN0278                          STATION DESCRIPTION
 SN0278
 SN0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0278'8.5 MI N FROM TURTLE LAKE.
 SN0278'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0278'TURTLE LAKE, THENCE 5.45 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0278'1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A
 SN0278'FENCE LINE, THENCE 0.25 MILE EAST-SOUTHEAST ACROSS A FIELD, ABOUT 0.2
 SN0278'MILE NORTH OF SITE C 5, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0278'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0280 ***********************************************************************
 SN0280  DESIGNATION -  C 5 Z
 SN0280  PID         -  SN0280
 SN0280  STATE/COUNTY-  ND/MCLEAN
 SN0280  USGS QUAD   -  PETERSON LAKE (1980)
 SN0280
 SN0280                         *CURRENT SURVEY CONTROL
 SN0280  ___________________________________________________________________
 SN0280* NAD 83(1986)-  47 36 33.     (N)    100 52 31.     (W)     SCALED    
 SN0280* NAVD 88     -       589.932  (meters)    1935.47   (feet)  ADJUSTED  
 SN0280  ___________________________________________________________________
 SN0280  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0280  DYNAMIC HT  -         589.990 (meters)    1935.66  (feet)  COMP
 SN0280  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 SN0280
 SN0280  VERT ORDER  -  SECOND    CLASS 0
 SN0280
 SN0280.The horizontal coordinates were scaled from a topographic map and have
 SN0280.an estimated accuracy of +/- 6 seconds.
 SN0280
 SN0280.The orthometric height was determined by differential leveling
 SN0280.and adjusted by the National Geodetic Survey in June 1991..
 SN0280
 SN0280.The geoid height was determined by GEOID03.
 SN0280
 SN0280.The dynamic height is computed by dividing the NAVD 88
 SN0280.geopotential number by the normal gravity value computed on the
 SN0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0280.degrees latitude (g = 980.6199 gals.).
 SN0280
 SN0280.The modeled gravity was interpolated from observed gravity values.
 SN0280
 SN0280;                    North         East    Units  Estimated Accuracy
 SN0280;SPC ND N     -    67,800.      571,790.      MT  (+/- 180 meters Scaled)
 SN0280
 SN0280                          SUPERSEDED SURVEY CONTROL
 SN0280
 SN0280  NGVD 29 (??/??/92)  589.53   (m)         1934.1    (f) COMPUTED    2 0
 SN0280
 SN0280.Superseded values are not recommended for survey control.
 SN0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0280.See file dsdata.txt to determine how the superseded data were derived.
 SN0280
 SN0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT590745(NAD 83)
 SN0280_MARKER: DS = TRIANGULATION STATION DISK
 SN0280_SETTING: 80 = SET IN A BOULDER
 SN0280_SP_SET: BOULDER
 SN0280_STAMPING: C 5 Z 1962
 SN0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0280+STABILITY: SURFACE MOTION
 SN0280
 SN0280  HISTORY     - Date     Condition        Report By
 SN0280  HISTORY     - 1962     MONUMENTED       CGS
 SN0280
 SN0280                          STATION DESCRIPTION
 SN0280
 SN0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0280'8.25 MI N FROM TURTLE LAKE.
 SN0280'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0280'TURTLE LAKE, THENCE 5.45 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0280'1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A
 SN0280'FENCE LINE, ON THE CREST OF A SMALL RISE, SET IN THE TOP OF A 2 X 3
 SN0280'FOOT GRANITE BOULDER, 9.5 FEET EAST OF A FENCE, 31.0 FEET
 SN0280'NORTH-NORTHEAST OF R. M. 1, 27.0 FEET SOUTH-SOUTHEAST OF R. M. 2, 7.0
 SN0280'FEET WEST OF THE WEST EDGE OF A FIELD, AND ABOUT LEVEL WITH THE
 SN0280'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0279 ***********************************************************************
 SN0279  DESIGNATION -  C 5 Z RM 1
 SN0279  PID         -  SN0279
 SN0279  STATE/COUNTY-  ND/MCLEAN
 SN0279  USGS QUAD   -  PETERSON LAKE (1980)
 SN0279
 SN0279                         *CURRENT SURVEY CONTROL
 SN0279  ___________________________________________________________________
 SN0279* NAD 83(1986)-  47 36 32.     (N)    100 52 30.     (W)     SCALED    
 SN0279* NAVD 88     -       590.291  (meters)    1936.65   (feet)  ADJUSTED  
 SN0279  ___________________________________________________________________
 SN0279  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0279  DYNAMIC HT  -         590.349 (meters)    1936.84  (feet)  COMP
 SN0279  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 SN0279
 SN0279  VERT ORDER  -  SECOND    CLASS 0
 SN0279
 SN0279.The horizontal coordinates were scaled from a topographic map and have
 SN0279.an estimated accuracy of +/- 6 seconds.
 SN0279
 SN0279.The orthometric height was determined by differential leveling
 SN0279.and adjusted by the National Geodetic Survey in June 1991..
 SN0279
 SN0279.The geoid height was determined by GEOID03.
 SN0279
 SN0279.The dynamic height is computed by dividing the NAVD 88
 SN0279.geopotential number by the normal gravity value computed on the
 SN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0279.degrees latitude (g = 980.6199 gals.).
 SN0279
 SN0279.The modeled gravity was interpolated from observed gravity values.
 SN0279
 SN0279;                    North         East    Units  Estimated Accuracy
 SN0279;SPC ND N     -    67,770.      571,810.      MT  (+/- 180 meters Scaled)
 SN0279
 SN0279                          SUPERSEDED SURVEY CONTROL
 SN0279
 SN0279  NGVD 29 (??/??/92)  589.89   (m)         1935.3    (f) COMPUTED    2 0
 SN0279
 SN0279.Superseded values are not recommended for survey control.
 SN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0279.See file dsdata.txt to determine how the superseded data were derived.
 SN0279
 SN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT590745(NAD 83)
 SN0279_MARKER: DR = REFERENCE MARK DISK
 SN0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0279_STAMPING: C 5 Z NO 1 1962
 SN0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0279+STABILITY: SURFACE MOTION
 SN0279
 SN0279  HISTORY     - Date     Condition        Report By
 SN0279  HISTORY     - 1962     MONUMENTED       CGS
 SN0279
 SN0279                          STATION DESCRIPTION
 SN0279
 SN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0279'8.25 MI N FROM TURTLE LAKE.
 SN0279'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0279'TURTLE LAKE, THENCE 5.45 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0279'1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A
 SN0279'FENCE LINE, 56.0 FEET SOUTH OF R. M. 2, 31.0 FEET SOUTH-SOUTHWEST OF
 SN0279'THE STATION, 1.0 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A
 SN0279'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0281 ***********************************************************************
 SN0281  DESIGNATION -  C 5 Z RM 2
 SN0281  PID         -  SN0281
 SN0281  STATE/COUNTY-  ND/MCLEAN
 SN0281  USGS QUAD   -  PETERSON LAKE (1980)
 SN0281
 SN0281                         *CURRENT SURVEY CONTROL
 SN0281  ___________________________________________________________________
 SN0281* NAD 83(1986)-  47 36 34.     (N)    100 52 30.     (W)     SCALED    
 SN0281* NAVD 88     -       590.045  (meters)    1935.84   (feet)  ADJUSTED  
 SN0281  ___________________________________________________________________
 SN0281  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0281  DYNAMIC HT  -         590.104 (meters)    1936.03  (feet)  COMP
 SN0281  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 SN0281
 SN0281  VERT ORDER  -  SECOND    CLASS 0
 SN0281
 SN0281.The horizontal coordinates were scaled from a topographic map and have
 SN0281.an estimated accuracy of +/- 6 seconds.
 SN0281
 SN0281.The orthometric height was determined by differential leveling
 SN0281.and adjusted by the National Geodetic Survey in June 1991..
 SN0281
 SN0281.The geoid height was determined by GEOID03.
 SN0281
 SN0281.The dynamic height is computed by dividing the NAVD 88
 SN0281.geopotential number by the normal gravity value computed on the
 SN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0281.degrees latitude (g = 980.6199 gals.).
 SN0281
 SN0281.The modeled gravity was interpolated from observed gravity values.
 SN0281
 SN0281;                    North         East    Units  Estimated Accuracy
 SN0281;SPC ND N     -    67,830.      571,810.      MT  (+/- 180 meters Scaled)
 SN0281
 SN0281                          SUPERSEDED SURVEY CONTROL
 SN0281
 SN0281  NGVD 29 (??/??/92)  589.64   (m)         1934.5    (f) COMPUTED    2 0
 SN0281
 SN0281.Superseded values are not recommended for survey control.
 SN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0281.See file dsdata.txt to determine how the superseded data were derived.
 SN0281
 SN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT590745(NAD 83)
 SN0281_MARKER: DR = REFERENCE MARK DISK
 SN0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0281_STAMPING: C 5 Z NO 2 1962
 SN0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0281+STABILITY: SURFACE MOTION
 SN0281
 SN0281  HISTORY     - Date     Condition        Report By
 SN0281  HISTORY     - 1962     MONUMENTED       CGS
 SN0281
 SN0281                          STATION DESCRIPTION
 SN0281
 SN0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0281'8.25 MI N FROM TURTLE LAKE.
 SN0281'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0281'TURTLE LAKE, THENCE 5.45 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0281'1.5 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A
 SN0281'FENCE LINE, 56.0 FEET NORTH OF R. M. 1, 27.0 FEET NORTH-NORTHWEST OF
 SN0281'THE STATION, 1.0 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A
 SN0281'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0433 ***********************************************************************
 RP0433  DESIGNATION -  C 50
 RP0433  PID         -  RP0433
 RP0433  STATE/COUNTY-  ND/CASS
 RP0433  USGS QUAD   -  CASSELTON (1961)
 RP0433
 RP0433                         *CURRENT SURVEY CONTROL
 RP0433  ___________________________________________________________________
 RP0433* NAD 83(1986)-  46 57 51.     (N)    097 13 13.     (W)     SCALED    
 RP0433* NAVD 88     -       288.962  (meters)     948.04   (feet)  ADJUSTED  
 RP0433  ___________________________________________________________________
 RP0433  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 RP0433  DYNAMIC HT  -         288.993 (meters)     948.14  (feet)  COMP
 RP0433  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 RP0433
 RP0433  VERT ORDER  -  SECOND    CLASS 0
 RP0433
 RP0433.The horizontal coordinates were scaled from a topographic map and have
 RP0433.an estimated accuracy of +/- 6 seconds.
 RP0433
 RP0433.The orthometric height was determined by differential leveling
 RP0433.and adjusted by the National Geodetic Survey in June 1991..
 RP0433
 RP0433.The geoid height was determined by GEOID03.
 RP0433
 RP0433.The dynamic height is computed by dividing the NAVD 88
 RP0433.geopotential number by the normal gravity value computed on the
 RP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0433.degrees latitude (g = 980.6199 gals.).
 RP0433
 RP0433.The modeled gravity was interpolated from observed gravity values.
 RP0433
 RP0433;                    North         East    Units  Estimated Accuracy
 RP0433;SPC ND S     -   149,440.      849,520.      MT  (+/- 180 meters Scaled)
 RP0433
 RP0433                          SUPERSEDED SURVEY CONTROL
 RP0433
 RP0433  NGVD 29 (??/??/92)  288.660  (m)          947.05   (f) ADJ UNCH    2 0
 RP0433
 RP0433.Superseded values are not recommended for survey control.
 RP0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0433.See file dsdata.txt to determine how the superseded data were derived.
 RP0433
 RP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT353027(NAD 83)
 RP0433_MARKER: DB = BENCH MARK DISK
 RP0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0433_STAMPING: C 50 1934
 RP0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0433+STABILITY: SURFACE MOTION
 RP0433
 RP0433  HISTORY     - Date     Condition        Report By
 RP0433  HISTORY     - 1934     MONUMENTED       CGS
 RP0433  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0433
 RP0433                          STATION DESCRIPTION
 RP0433
 RP0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0433'4.4 MI N FROM CASSELTON.
 RP0433'4.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0433'CASSELTON, CASS COUNTY, 0.4 MILE NORTH OF MILEPOST 59, 367 FEET NORTH
 RP0433'OF THE CENTER OF THE GRADE CROSSING OF STATE HIGHWAY 18, 66 FEET EAST
 RP0433'OF THE CENTERLINE OF THE HIGHWAY, AND 46 FEET WEST OF THE WEST RAIL. A
 RP0433'STANDARD DISK, STAMPED C 50 1934 AND SET IN THE TOP OF A CONCRETE POST
 RP0433'PROJECTING 8 INCHES ABOVE GROUND.
 RP0433
 RP0433                          STATION RECOVERY (1982)
 RP0433
 RP0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0724 ***********************************************************************
 RR0724  DESIGNATION -  C 501
 RR0724  PID         -  RR0724
 RR0724  STATE/COUNTY-  ND/MORTON
 RR0724  USGS QUAD   -  NEW SALEM (1980)
 RR0724
 RR0724                         *CURRENT SURVEY CONTROL
 RR0724  ___________________________________________________________________
 RR0724* NAD 83(1986)-  46 47 22.     (N)    101 23 03.     (W)     SCALED    
 RR0724* NAVD 88     -       692.269  (meters)    2271.22   (feet)  ADJUSTED  
 RR0724  ___________________________________________________________________
 RR0724  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RR0724  DYNAMIC HT  -         692.268 (meters)    2271.22  (feet)  COMP
 RR0724  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 RR0724
 RR0724  VERT ORDER  -  FIRST     CLASS II
 RR0724
 RR0724.The horizontal coordinates were scaled from a topographic map and have
 RR0724.an estimated accuracy of +/- 6 seconds.
 RR0724
 RR0724.The orthometric height was determined by differential leveling
 RR0724.and adjusted by the National Geodetic Survey in June 1991..
 RR0724
 RR0724.The geoid height was determined by GEOID03.
 RR0724
 RR0724.The dynamic height is computed by dividing the NAVD 88
 RR0724.geopotential number by the normal gravity value computed on the
 RR0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0724.degrees latitude (g = 980.6199 gals.).
 RR0724
 RR0724.The modeled gravity was interpolated from observed gravity values.
 RR0724
 RR0724;                    North         East    Units  Estimated Accuracy
 RR0724;SPC ND S     -   125,180.      532,500.      MT  (+/- 180 meters Scaled)
 RR0724
 RR0724                          SUPERSEDED SURVEY CONTROL
 RR0724
 RR0724.No superseded survey control is available for this station.
 RR0724
 RR0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS180845(NAD 83)
 RR0724_MARKER: I = METAL ROD
 RR0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0724_SP_SET: STAINLESS STEEL ROD
 RR0724_STAMPING: C 501 1985
 RR0724_MARK LOGO: NGS   
 RR0724_PROJECTION: FLUSH
 RR0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0724_ROD/PIPE-DEPTH: 7.3  meters
 RR0724
 RR0724  HISTORY     - Date     Condition        Report By
 RR0724  HISTORY     - 1985     MONUMENTED       NGS
 RR0724
 RR0724                          STATION DESCRIPTION
 RR0724
 RR0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0724'7.2 KM (4.5 MI) SOUTH FROM NEW SALEM.
 RR0724'7.2 KM (4.45 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0724'COUNTY ROAD 139 AT NEW SALEM, AT A SECTION LINE ROAD AND A FENCE,
 RR0724'19.8 METERS (65 FT) EAST OF THE CENTER OF THE ROAD, 7.3 METERS (24 FT)
 RR0724'SOUTH OF THE CENTER OF THE SECTION LINE ROAD AND 0.3 METER (1 FT) WEST
 RR0724'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RR0724'5-INCH LOGO CAP.
 RR0724'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RR0724'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0749 ***********************************************************************
 RR0749  DESIGNATION -  C 502
 RR0749  PID         -  RR0749
 RR0749  STATE/COUNTY-  ND/GRANT
 RR0749  USGS QUAD   -  RALEIGH (1980)
 RR0749
 RR0749                         *CURRENT SURVEY CONTROL
 RR0749  ___________________________________________________________________
 RR0749* NAD 83(1986)-  46 20 34.     (N)    101 18 44.     (W)     SCALED    
 RR0749* NAVD 88     -       654.697  (meters)    2147.95   (feet)  ADJUSTED  
 RR0749  ___________________________________________________________________
 RR0749  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 RR0749  DYNAMIC HT  -         654.673 (meters)    2147.87  (feet)  COMP
 RR0749  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 RR0749
 RR0749  VERT ORDER  -  FIRST     CLASS II
 RR0749
 RR0749.The horizontal coordinates were scaled from a topographic map and have
 RR0749.an estimated accuracy of +/- 6 seconds.
 RR0749
 RR0749.The orthometric height was determined by differential leveling
 RR0749.and adjusted by the National Geodetic Survey in June 1991..
 RR0749
 RR0749.The geoid height was determined by GEOID03.
 RR0749
 RR0749.The dynamic height is computed by dividing the NAVD 88
 RR0749.geopotential number by the normal gravity value computed on the
 RR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0749.degrees latitude (g = 980.6199 gals.).
 RR0749
 RR0749.The modeled gravity was interpolated from observed gravity values.
 RR0749
 RR0749;                    North         East    Units  Estimated Accuracy
 RR0749;SPC ND S     -    75,480.      537,480.      MT  (+/- 180 meters Scaled)
 RR0749
 RR0749                          SUPERSEDED SURVEY CONTROL
 RR0749
 RR0749.No superseded survey control is available for this station.
 RR0749
 RR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS220347(NAD 83)
 RR0749_MARKER: I = METAL ROD
 RR0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0749_SP_SET: STAINLESS STEEL ROD
 RR0749_STAMPING: C 502 1985
 RR0749_MARK LOGO: NGS   
 RR0749_PROJECTION: FLUSH
 RR0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0749_ROD/PIPE-DEPTH: 7.3  meters
 RR0749
 RR0749  HISTORY     - Date     Condition        Report By
 RR0749  HISTORY     - 1985     MONUMENTED       NGS
 RR0749
 RR0749                          STATION DESCRIPTION
 RR0749
 RR0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0749'1.9 KM (1.2 MI) SOUTH FROM RALEIGH.
 RR0749'1.9 KM (1.2 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0749'STREET AT RALEIGH, NEAR MILEPOST 28, 36.3 METERS (119 FT) WEST OF THE
 RR0749'HIGHWAY CENTERLINE, 44.8 METERS (147 FT) WEST OF THE MILEPOST, 31.4
 RR0749'METERS (103 FT) SOUTH OF THE CENTER OF A WIRE GATE SET BETWEEN TWO
 RR0749'14-INCH WOODEN GATE POSTS, 35.1 METERS (115 FT) NORTH OF A WHITE 4 BY
 RR0749'4 WOOD RIGHT-OF-WAY POST AND 0.3 METER (1 FT) EAST OF A FENCE.
 RR0749'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0749'THE MARK IS 0.15 METERS  E FROM  A WITNESS POST
 RR0749'THE MARK IS 3.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0642 ***********************************************************************
 QQ0642  DESIGNATION -  C 504
 QQ0642  PID         -  QQ0642
 QQ0642  STATE/COUNTY-  ND/RICHLAND
 QQ0642  USGS QUAD   -  NEW EFFINGTON NE (1972)
 QQ0642
 QQ0642                         *CURRENT SURVEY CONTROL
 QQ0642  ___________________________________________________________________
 QQ0642* NAD 83(1986)-  45 58 51.     (N)    096 50 07.     (W)     SCALED    
 QQ0642* NAVD 88     -       330.215  (meters)    1083.38   (feet)  ADJUSTED  
 QQ0642  ___________________________________________________________________
 QQ0642  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 QQ0642  DYNAMIC HT  -         330.214 (meters)    1083.38  (feet)  COMP
 QQ0642  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 QQ0642
 QQ0642  VERT ORDER  -  FIRST     CLASS II
 QQ0642
 QQ0642.The horizontal coordinates were scaled from a topographic map and have
 QQ0642.an estimated accuracy of +/- 6 seconds.
 QQ0642
 QQ0642.The orthometric height was determined by differential leveling
 QQ0642.and adjusted by the National Geodetic Survey in June 1991..
 QQ0642
 QQ0642.The geoid height was determined by GEOID03.
 QQ0642
 QQ0642.The dynamic height is computed by dividing the NAVD 88
 QQ0642.geopotential number by the normal gravity value computed on the
 QQ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0642.degrees latitude (g = 980.6199 gals.).
 QQ0642
 QQ0642.The modeled gravity was interpolated from observed gravity values.
 QQ0642
 QQ0642;                    North         East    Units  Estimated Accuracy
 QQ0642;SPC ND S     -    41,550.      883,890.      MT  (+/- 180 meters Scaled)
 QQ0642
 QQ0642                          SUPERSEDED SURVEY CONTROL
 QQ0642
 QQ0642.No superseded survey control is available for this station.
 QQ0642
 QQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR676941(NAD 83)
 QQ0642_MARKER: I = METAL ROD
 QQ0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QQ0642_SP_SET: STAINLESS STEEL ROD
 QQ0642_STAMPING: C 504 1990
 QQ0642_MARK LOGO: NGS   
 QQ0642_PROJECTION: FLUSH
 QQ0642_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QQ0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0642+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QQ0642_ROD/PIPE-DEPTH: 26.8 meters
 QQ0642
 QQ0642  HISTORY     - Date     Condition        Report By
 QQ0642  HISTORY     - 1990     MONUMENTED       NGS
 QQ0642
 QQ0642                          STATION DESCRIPTION
 QQ0642
 QQ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0642'4.6 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 QQ0642'COUNTY ROAD 1 IN HANKINSON, THENCE 8.0 KM (5.0 MI) SOUTHERLY ALONG
 QQ0642'INTERSTATE HIGHWAY 29, AT THE APEX OF A NORTHBOUND ON RAMP OF A REST
 QQ0642'AREA, 50.8 M (166.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 QQ0642'LANES OF THE HIGHWAY, 29.3 M (96.1 FT) SOUTH-SOUTHEAST OF A FENCE
 QQ0642'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 1.0 M (3.3
 QQ0642'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 QQ0642'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1176 ***********************************************************************
 RP1176  DESIGNATION -  C 505
 RP1176  PID         -  RP1176
 RP1176  STATE/COUNTY-  ND/RICHLAND
 RP1176  USGS QUAD   -  DWIGHT (1979)
 RP1176
 RP1176                         *CURRENT SURVEY CONTROL
 RP1176  ___________________________________________________________________
 RP1176* NAD 83(1986)-  46 15 41.     (N)    096 42 19.     (W)     SCALED    
 RP1176* NAVD 88     -       292.097  (meters)     958.32   (feet)  ADJUSTED  
 RP1176  ___________________________________________________________________
 RP1176  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RP1176  DYNAMIC HT  -         292.101 (meters)     958.33  (feet)  COMP
 RP1176  MODELED GRAV-     980,620.3   (mgal)                       NAVD 88
 RP1176
 RP1176  VERT ORDER  -  FIRST     CLASS II
 RP1176
 RP1176.The horizontal coordinates were scaled from a topographic map and have
 RP1176.an estimated accuracy of +/- 6 seconds.
 RP1176
 RP1176.The orthometric height was determined by differential leveling
 RP1176.and adjusted by the National Geodetic Survey in June 1991..
 RP1176
 RP1176.The geoid height was determined by GEOID03.
 RP1176
 RP1176.The dynamic height is computed by dividing the NAVD 88
 RP1176.geopotential number by the normal gravity value computed on the
 RP1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1176.degrees latitude (g = 980.6199 gals.).
 RP1176
 RP1176.The modeled gravity was interpolated from observed gravity values.
 RP1176
 RP1176;                    North         East    Units  Estimated Accuracy
 RP1176;SPC ND S     -    73,170.      892,450.      MT  (+/- 180 meters Scaled)
 RP1176
 RP1176                          SUPERSEDED SURVEY CONTROL
 RP1176
 RP1176.No superseded survey control is available for this station.
 RP1176
 RP1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS768256(NAD 83)
 RP1176_MARKER: I = METAL ROD
 RP1176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1176_SP_SET: STAINLESS STEEL ROD
 RP1176_STAMPING: C 505 1990
 RP1176_MARK LOGO: NGS   
 RP1176_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1176_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1176+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1176_ROD/PIPE-DEPTH: 10.0 meters
 RP1176
 RP1176  HISTORY     - Date     Condition        Report By
 RP1176  HISTORY     - 1990     MONUMENTED       NGS
 RP1176
 RP1176                          STATION DESCRIPTION
 RP1176
 RP1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1176'7.1 KM (4.4 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1176'STATE HIGHWAY 127 IN WAHPETON, 80.2 M (263.1 FT) EAST OF THE
 RP1176'NORTHEAST CORNER OF THE WESTBOUND HIGHWAY BRIDGE SPANNING WILD RICE
 RP1176'RIVER, 21.6 M (70.9 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 RP1176'WESTBOUND LANES OF THE HIGHWAY, 1.9 M (6.2 FT) NORTHEAST OF A
 RP1176'CONCRETE MANHOLE COVER, AND 1.0 M (3.3 FT) SOUTH OF A WITNESS POST
 RP1176'AND RIGHT-OF-WAY POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 RP1176'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1141 ***********************************************************************
 RP1141  DESIGNATION -  C 506
 RP1141  PID         -  RP1141
 RP1141  STATE/COUNTY-  ND/CASS
 RP1141  USGS QUAD   -  FARGO SOUTH (1993)
 RP1141
 RP1141                         *CURRENT SURVEY CONTROL
 RP1141  ___________________________________________________________________
 RP1141* NAD 83(1986)-  46 49 46.     (N)    096 48 00.     (W)     SCALED    
 RP1141* NAVD 88     -       275.134  (meters)     902.67   (feet)  ADJUSTED  
 RP1141  ___________________________________________________________________
 RP1141  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1141  DYNAMIC HT  -         275.156 (meters)     902.74  (feet)  COMP
 RP1141  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 RP1141
 RP1141  VERT ORDER  -  FIRST     CLASS II
 RP1141
 RP1141.The horizontal coordinates were scaled from a topographic map and have
 RP1141.an estimated accuracy of +/- 6 seconds.
 RP1141
 RP1141.The orthometric height was determined by differential leveling
 RP1141.and adjusted by the National Geodetic Survey in June 1991..
 RP1141
 RP1141.The geoid height was determined by GEOID03.
 RP1141
 RP1141.The dynamic height is computed by dividing the NAVD 88
 RP1141.geopotential number by the normal gravity value computed on the
 RP1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1141.degrees latitude (g = 980.6199 gals.).
 RP1141
 RP1141.The modeled gravity was interpolated from observed gravity values.
 RP1141
 RP1141;                    North         East    Units  Estimated Accuracy
 RP1141;SPC ND S     -   135,900.      882,180.      MT  (+/- 180 meters Scaled)
 RP1141
 RP1141                          SUPERSEDED SURVEY CONTROL
 RP1141
 RP1141.No superseded survey control is available for this station.
 RP1141
 RP1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS677885(NAD 83)
 RP1141_MARKER: I = METAL ROD
 RP1141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1141_SP_SET: STAINLESS STEEL ROD
 RP1141_STAMPING: C 506 1990
 RP1141_MARK LOGO: NGS   
 RP1141_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1141_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1141+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1141_ROD/PIPE-DEPTH: 15.4 meters
 RP1141
 RP1141  HISTORY     - Date     Condition        Report By
 RP1141  HISTORY     - 1990     MONUMENTED       NGS
 RP1141
 RP1141                          STATION DESCRIPTION
 RP1141
 RP1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1141'2.1 KM (1.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1141'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1141'36.0 M (118.1 FT) SOUTH OF THE SOUTH LEG OF A BILLBOARD, 31.8 M
 RP1141'(104.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.7 M (74.5 FT)
 RP1141'WEST OF A UTILITY POLE WITH A GUY WIRE, 1.7 M (5.6 FT) NORTHEAST OF A
 RP1141'UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3
 RP1141'M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 RP1141'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0431 ***********************************************************************
 SL0431  DESIGNATION -  C 51
 SL0431  PID         -  SL0431
 SL0431  STATE/COUNTY-  ND/TRAILL
 SL0431  USGS QUAD   -  HATTON SW (1970)
 SL0431
 SL0431                         *CURRENT SURVEY CONTROL
 SL0431  ___________________________________________________________________
 SL0431* NAD 83(1986)-  47 35 06.     (N)    097 23 51.     (W)     SCALED    
 SL0431* NAVD 88     -       313.368  (meters)    1028.11   (feet)  ADJUSTED  
 SL0431  ___________________________________________________________________
 SL0431  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 SL0431  DYNAMIC HT  -         313.410 (meters)    1028.25  (feet)  COMP
 SL0431  MODELED GRAV-     980,738.1   (mgal)                       NAVD 88
 SL0431
 SL0431  VERT ORDER  -  SECOND    CLASS 0
 SL0431
 SL0431.The horizontal coordinates were scaled from a topographic map and have
 SL0431.an estimated accuracy of +/- 6 seconds.
 SL0431
 SL0431.The orthometric height was determined by differential leveling
 SL0431.and adjusted by the National Geodetic Survey in June 1991..
 SL0431
 SL0431.The geoid height was determined by GEOID03.
 SL0431
 SL0431.The dynamic height is computed by dividing the NAVD 88
 SL0431.geopotential number by the normal gravity value computed on the
 SL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0431.degrees latitude (g = 980.6199 gals.).
 SL0431
 SL0431.The modeled gravity was interpolated from observed gravity values.
 SL0431
 SL0431;                    North         East    Units  Estimated Accuracy
 SL0431;SPC ND N     -    69,740.      833,310.      MT  (+/- 180 meters Scaled)
 SL0431
 SL0431                          SUPERSEDED SURVEY CONTROL
 SL0431
 SL0431  NGVD 29 (??/??/92)  313.001  (m)         1026.90   (f) ADJ UNCH    2 0
 SL0431
 SL0431.Superseded values are not recommended for survey control.
 SL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0431.See file dsdata.txt to determine how the superseded data were derived.
 SL0431
 SL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT204714(NAD 83)
 SL0431_MARKER: DB = BENCH MARK DISK
 SL0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0431_STAMPING: C-51 -- 1934
 SL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0431+STABILITY: SURFACE MOTION
 SL0431
 SL0431  HISTORY     - Date     Condition        Report By
 SL0431  HISTORY     - 1934     MONUMENTED       CGS
 SL0431
 SL0431                          STATION DESCRIPTION
 SL0431
 SL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0431'4.5 MI SE FROM HATTON.
 SL0431'4.5 MILES SOUTHEAST OF THE G.N.R. STATION AT HATTON.  105 FT. SOUTH OF
 SL0431'SOUTH END OF 36 IN. CONCRETE CULVERT UNDER TRACK.  40 FT. NORTH OF
 SL0431'CENTERLINE OF GRADE CROSSING OF A DIRT ROAD.  38.2 FT. SOUTHWEST OF
 SL0431'WEST RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN.
 SL0431'HIGH.  A STANDARD DISK STAMPED C 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0897 ***********************************************************************
 SL0897  DESIGNATION -  C 52
 SL0897  PID         -  SL0897
 SL0897  STATE/COUNTY-  ND/STEELE
 SL0897  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0897
 SL0897                         *CURRENT SURVEY CONTROL
 SL0897  ___________________________________________________________________
 SL0897* NAD 83(1986)-  47 31 14.     (N)    097 39 31.     (W)     SCALED    
 SL0897* NAVD 88     -       352.766  (meters)    1157.37   (feet)  ADJUSTED  
 SL0897  ___________________________________________________________________
 SL0897  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 SL0897  DYNAMIC HT  -         352.810 (meters)    1157.51  (feet)  COMP
 SL0897  MODELED GRAV-     980,726.7   (mgal)                       NAVD 88
 SL0897
 SL0897  VERT ORDER  -  SECOND    CLASS 0
 SL0897
 SL0897.The horizontal coordinates were scaled from a topographic map and have
 SL0897.an estimated accuracy of +/- 6 seconds.
 SL0897
 SL0897.The orthometric height was determined by differential leveling
 SL0897.and adjusted by the National Geodetic Survey in June 1991..
 SL0897
 SL0897.The geoid height was determined by GEOID03.
 SL0897
 SL0897.The dynamic height is computed by dividing the NAVD 88
 SL0897.geopotential number by the normal gravity value computed on the
 SL0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0897.degrees latitude (g = 980.6199 gals.).
 SL0897
 SL0897.The modeled gravity was interpolated from observed gravity values.
 SL0897
 SL0897;                    North         East    Units  Estimated Accuracy
 SL0897;SPC ND N     -    61,820.      813,950.      MT  (+/- 180 meters Scaled)
 SL0897
 SL0897                          SUPERSEDED SURVEY CONTROL
 SL0897
 SL0897  NGVD 29 (??/??/92)  352.414  (m)         1156.21   (f) ADJ UNCH    2 0
 SL0897
 SL0897.Superseded values are not recommended for survey control.
 SL0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0897.See file dsdata.txt to determine how the superseded data were derived.
 SL0897
 SL0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT009638(NAD 83)
 SL0897_MARKER: DB = BENCH MARK DISK
 SL0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0897_STAMPING: C-52 -- 1934
 SL0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0897+STABILITY: SURFACE MOTION
 SL0897
 SL0897  HISTORY     - Date     Condition        Report By
 SL0897  HISTORY     - 1934     MONUMENTED       CGS
 SL0897  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0897
 SL0897                          STATION DESCRIPTION
 SL0897
 SL0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0897'8.5 MI E FROM FINLEY.
 SL0897'IS LOCATED 8.5 MILES EAST OF THE STEELE COUNTY COURT HOUSE AT FINLEY.
 SL0897'0.3 OF MILE EAST OF A SECTION ROAD.  ON EAST SLOPE OF A HILL THAT
 SL0897'RISES TO THE WEST.  37 YDS. WEST OF CENTERLINE OF ROAD THAT TURNS OFF
 SL0897'OF HY. NORTH TO A FARM HOUSE.  32 FT. NORTH OF CENTERLINE OF HY.  1
 SL0897'FT. SOUTH OF WIRE FENCE.  3 FT. EAST OF CORNER OF WIRE FENCE. STANDARD
 SL0897'TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 SL0897
 SL0897                          STATION RECOVERY (1963)
 SL0897
 SL0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0395 ***********************************************************************
 SM0395  DESIGNATION -  C 53
 SM0395  PID         -  SM0395
 SM0395  STATE/COUNTY-  ND/BARNES
 SM0395  USGS QUAD   -  ROGERS (1961)
 SM0395
 SM0395                         *CURRENT SURVEY CONTROL
 SM0395  ___________________________________________________________________
 SM0395* NAD 83(1986)-  47 05 45.     (N)    098 11 53.     (W)     SCALED    
 SM0395* NAVD 88     -       434.149  (meters)    1424.37   (feet)  ADJUSTED  
 SM0395  ___________________________________________________________________
 SM0395  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SM0395  DYNAMIC HT  -         434.176 (meters)    1424.46  (feet)  COMP
 SM0395  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 SM0395
 SM0395  VERT ORDER  -  SECOND    CLASS 0
 SM0395
 SM0395.The horizontal coordinates were scaled from a topographic map and have
 SM0395.an estimated accuracy of +/- 6 seconds.
 SM0395
 SM0395.The orthometric height was determined by differential leveling
 SM0395.and adjusted by the National Geodetic Survey in June 1991..
 SM0395
 SM0395.The geoid height was determined by GEOID03.
 SM0395
 SM0395.The dynamic height is computed by dividing the NAVD 88
 SM0395.geopotential number by the normal gravity value computed on the
 SM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0395.degrees latitude (g = 980.6199 gals.).
 SM0395
 SM0395.The modeled gravity was interpolated from observed gravity values.
 SM0395
 SM0395;                    North         East    Units  Estimated Accuracy
 SM0395;SPC ND S     -   161,420.      774,730.      MT  (+/- 180 meters Scaled)
 SM0395
 SM0395                          SUPERSEDED SURVEY CONTROL
 SM0395
 SM0395  NGVD 29 (??/??/92)  433.792  (m)         1423.20   (f) ADJ UNCH    2 0
 SM0395
 SM0395.Superseded values are not recommended for survey control.
 SM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0395.See file dsdata.txt to determine how the superseded data were derived.
 SM0395
 SM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT608161(NAD 83)
 SM0395_MARKER: DB = BENCH MARK DISK
 SM0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0395_STAMPING: C 53 1934
 SM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0395+STABILITY: SURFACE MOTION
 SM0395
 SM0395  HISTORY     - Date     Condition        Report By
 SM0395  HISTORY     - 1934     MONUMENTED       CGS
 SM0395  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0395
 SM0395                          STATION DESCRIPTION
 SM0395
 SM0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0395'1.6 MI N FROM ROGERS.
 SM0395'1.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0395'ROGERS, BARNES COUNTY, IN SECTION 19, T 142 N, R 59 W, 600 FEET WEST
 SM0395'OF THE JUNCTION OF STATE HIGHWAYS 1 AND 9, 41.6 FEET NORTH OF THE
 SM0395'CENTERLINE OF STATE HIGHWAY 9, 44.1 FEET EAST OF THE CENTERLINE OF THE
 SM0395'TRACK, AND 9.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A FENCE. A
 SM0395'STANDARD DISK, STAMPED C 53 1934 AND SET IN THE TOP OF A CONCRETE
 SM0395'POST.  NOTE-- HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0864 ***********************************************************************
 SL0864  DESIGNATION -  C 54
 SL0864  PID         -  SL0864
 SL0864  STATE/COUNTY-  ND/NELSON
 SL0864  USGS QUAD   -  ANETA (1967)
 SL0864
 SL0864                         *CURRENT SURVEY CONTROL
 SL0864  ___________________________________________________________________
 SL0864* NAD 83(1986)-  47 40 46.     (N)    097 59 23.     (W)     SCALED    
 SL0864* NAVD 88     -       459.744  (meters)    1508.34   (feet)  ADJUSTED  
 SL0864  ___________________________________________________________________
 SL0864  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SL0864  DYNAMIC HT  -         459.803 (meters)    1508.54  (feet)  COMP
 SL0864  MODELED GRAV-     980,726.3   (mgal)                       NAVD 88
 SL0864
 SL0864  VERT ORDER  -  SECOND    CLASS 0
 SL0864
 SL0864.The horizontal coordinates were scaled from a topographic map and have
 SL0864.an estimated accuracy of +/- 6 seconds.
 SL0864
 SL0864.The orthometric height was determined by differential leveling
 SL0864.and adjusted by the National Geodetic Survey in June 1991..
 SL0864
 SL0864.The geoid height was determined by GEOID03.
 SL0864
 SL0864.The dynamic height is computed by dividing the NAVD 88
 SL0864.geopotential number by the normal gravity value computed on the
 SL0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0864.degrees latitude (g = 980.6199 gals.).
 SL0864
 SL0864.The modeled gravity was interpolated from observed gravity values.
 SL0864
 SL0864;                    North         East    Units  Estimated Accuracy
 SL0864;SPC ND N     -    78,610.      788,450.      MT  (+/- 180 meters Scaled)
 SL0864
 SL0864                          SUPERSEDED SURVEY CONTROL
 SL0864
 SL0864  NGVD 29 (??/??/92)  459.371  (m)         1507.12   (f) ADJ UNCH    2 0
 SL0864
 SL0864.Superseded values are not recommended for survey control.
 SL0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0864.See file dsdata.txt to determine how the superseded data were derived.
 SL0864
 SL0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT758811(NAD 83)
 SL0864_MARKER: DB = BENCH MARK DISK
 SL0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0864_STAMPING: C 54 1934
 SL0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0864+STABILITY: SURFACE MOTION
 SL0864
 SL0864  HISTORY     - Date     Condition        Report By
 SL0864  HISTORY     - 1934     MONUMENTED       CGS
 SL0864  HISTORY     - 1963     GOOD             NGS
 SL0864
 SL0864                          STATION DESCRIPTION
 SL0864
 SL0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0864'0.2 MI W FROM ANETA.
 SL0864'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SL0864'STATION AT ANETA, IN SECTION 31, T 149 N, R 57 W, AT THE SOUTHEAST
 SL0864'CORNER OF A SMALL CITY PARK, 61 FEET WEST OF THE CENTER LINE OF STATE
 SL0864'HIGHWAY 32, 52 FEET NORTH OF THE CENTER LINE OF THE STREET, 28 FEET
 SL0864'NORTH OF A POWER POLE, 18 1/2 FEET NORTH OF THE NORTH EDGE OF A
 SL0864'SIDEWALK, 17 FEET SOUTHWEST OF WATER HYDRANT, 7 FEET SOUTHWEST OF THE
 SL0864'SOUTHWEST EDGE OF A DIRT PATH LEADING THROUGH THE PARK, ABOUT LEVEL
 SL0864'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SL0864'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0334 ***********************************************************************
 TE0334  DESIGNATION -  C 55
 TE0334  PID         -  TE0334
 TE0334  STATE/COUNTY-  ND/NELSON
 TE0334  USGS QUAD   -  LAKOTA (1983)
 TE0334
 TE0334                         *CURRENT SURVEY CONTROL
 TE0334  ___________________________________________________________________
 TE0334* NAD 83(1986)-  48 05 34.     (N)    098 21 26.     (W)     SCALED    
 TE0334* NAVD 88     -       462.149  (meters)    1516.23   (feet)  ADJUSTED  
 TE0334  ___________________________________________________________________
 TE0334  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 TE0334  DYNAMIC HT  -         462.227 (meters)    1516.49  (feet)  COMP
 TE0334  MODELED GRAV-     980,764.3   (mgal)                       NAVD 88
 TE0334
 TE0334  VERT ORDER  -  SECOND    CLASS 0
 TE0334
 TE0334.The horizontal coordinates were scaled from a topographic map and have
 TE0334.an estimated accuracy of +/- 6 seconds.
 TE0334
 TE0334.The orthometric height was determined by differential leveling
 TE0334.and adjusted by the National Geodetic Survey in June 1991..
 TE0334
 TE0334.The geoid height was determined by GEOID03.
 TE0334
 TE0334.The dynamic height is computed by dividing the NAVD 88
 TE0334.geopotential number by the normal gravity value computed on the
 TE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0334.degrees latitude (g = 980.6199 gals.).
 TE0334
 TE0334.The modeled gravity was interpolated from observed gravity values.
 TE0334
 TE0334;                    North         East    Units  Estimated Accuracy
 TE0334;SPC ND N     -   123,720.      759,590.      MT  (+/- 180 meters Scaled)
 TE0334
 TE0334                          SUPERSEDED SURVEY CONTROL
 TE0334
 TE0334  NGVD 29 (??/??/92)  461.810  (m)         1515.12   (f) ADJ UNCH    2 0
 TE0334
 TE0334.Superseded values are not recommended for survey control.
 TE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0334.See file dsdata.txt to determine how the superseded data were derived.
 TE0334
 TE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478268(NAD 83)
 TE0334_MARKER: DB = BENCH MARK DISK
 TE0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0334_STAMPING: C 55 1934
 TE0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0334+STABILITY: SURFACE MOTION
 TE0334
 TE0334  HISTORY     - Date     Condition        Report By
 TE0334  HISTORY     - 1934     MONUMENTED       CGS
 TE0334  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0334
 TE0334                          STATION DESCRIPTION
 TE0334
 TE0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0334'3.8 MI N FROM LAKOTA.
 TE0334'3.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE JUNCTION AT
 TE0334'LAKOTA, NELSON COUNTY, AT A ROAD CROSSING, 44.3 FEET WEST OF THE WEST
 TE0334'RAIL, AND 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD
 TE0334'DISK, STAMPED C 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0334'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0936 ***********************************************************************
 TE0936  DESIGNATION -  C 56
 TE0936  PID         -  TE0936
 TE0936  STATE/COUNTY-  ND/CAVALIER
 TE0936  USGS QUAD   -  HAMPDEN (1970)
 TE0936
 TE0936                         *CURRENT SURVEY CONTROL
 TE0936  ___________________________________________________________________
 TE0936* NAD 83(1986)-  48 33 33.     (N)    098 40 40.     (W)     SCALED    
 TE0936* NAVD 88     -       477.104  (meters)    1565.30   (feet)  ADJUSTED  
 TE0936  ___________________________________________________________________
 TE0936  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 TE0936  DYNAMIC HT  -         477.200 (meters)    1565.61  (feet)  COMP
 TE0936  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TE0936
 TE0936  VERT ORDER  -  SECOND    CLASS 0
 TE0936
 TE0936.The horizontal coordinates were scaled from a topographic map and have
 TE0936.an estimated accuracy of +/- 6 seconds.
 TE0936
 TE0936.The orthometric height was determined by differential leveling
 TE0936.and adjusted by the National Geodetic Survey in June 1991..
 TE0936
 TE0936.The geoid height was determined by GEOID03.
 TE0936
 TE0936.The dynamic height is computed by dividing the NAVD 88
 TE0936.geopotential number by the normal gravity value computed on the
 TE0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0936.degrees latitude (g = 980.6199 gals.).
 TE0936
 TE0936.The modeled gravity was interpolated from observed gravity values.
 TE0936
 TE0936;                    North         East    Units  Estimated Accuracy
 TE0936;SPC ND N     -   174,950.      734,490.      MT  (+/- 180 meters Scaled)
 TE0936
 TE0936                          SUPERSEDED SURVEY CONTROL
 TE0936
 TE0936  NGVD 29 (??/??/92)  476.77   (m)         1564.2    (f) COMPUTED    2 0
 TE0936
 TE0936.Superseded values are not recommended for survey control.
 TE0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0936.See file dsdata.txt to determine how the superseded data were derived.
 TE0936
 TE0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU237785(NAD 83)
 TE0936_MARKER: DB = BENCH MARK DISK
 TE0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0936_STAMPING: C 56 1934
 TE0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0936+STABILITY: SURFACE MOTION
 TE0936
 TE0936  HISTORY     - Date     Condition        Report By
 TE0936  HISTORY     - 1934     MONUMENTED       CGS
 TE0936  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0936
 TE0936                          STATION DESCRIPTION
 TE0936
 TE0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0936'1.8 MI NW FROM HAMPDEN.
 TE0936'IN CAVALIER COUNTY, 1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN
 TE0936'RAILWAY FROM THE STATION AT HAMPDEN, RAMSEY COUNTY, 14 POLES SOUTHEAST
 TE0936'OF MILEPOST 42, 199 YARDS NORTHWEST OF A ROAD CROSSING, AND 42.2 FEET
 TE0936'NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED C 56 1934
 TE0936'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TE0936'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1145 ***********************************************************************
 TE1145  DESIGNATION -  C 57
 TE1145  PID         -  TE1145
 TE1145  STATE/COUNTY-  ND/TOWNER
 TE1145  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1145
 TE1145                         *CURRENT SURVEY CONTROL
 TE1145  ___________________________________________________________________
 TE1145* NAD 83(1986)-  48 56 58.     (N)    099 10 37.     (W)     SCALED    
 TE1145* NAVD 88     -       471.185  (meters)    1545.88   (feet)  ADJUSTED  
 TE1145  ___________________________________________________________________
 TE1145  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 TE1145  DYNAMIC HT  -         471.304 (meters)    1546.27  (feet)  COMP
 TE1145  MODELED GRAV-     980,848.1   (mgal)                       NAVD 88
 TE1145
 TE1145  VERT ORDER  -  SECOND    CLASS 0
 TE1145
 TE1145.The horizontal coordinates were scaled from a topographic map and have
 TE1145.an estimated accuracy of +/- 6 seconds.
 TE1145
 TE1145.The orthometric height was determined by differential leveling
 TE1145.and adjusted by the National Geodetic Survey in June 1991..
 TE1145
 TE1145.The geoid height was determined by GEOID03.
 TE1145
 TE1145.The dynamic height is computed by dividing the NAVD 88
 TE1145.geopotential number by the normal gravity value computed on the
 TE1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1145.degrees latitude (g = 980.6199 gals.).
 TE1145
 TE1145.The modeled gravity was interpolated from observed gravity values.
 TE1145
 TE1145;                    North         East    Units  Estimated Accuracy
 TE1145;SPC ND N     -   217,590.      696,910.      MT  (+/- 180 meters Scaled)
 TE1145
 TE1145                          SUPERSEDED SURVEY CONTROL
 TE1145
 TE1145  NGVD 29 (??/??/92)  470.782  (m)         1544.56   (f) ADJ UNCH    2 0
 TE1145
 TE1145.Superseded values are not recommended for survey control.
 TE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1145.See file dsdata.txt to determine how the superseded data were derived.
 TE1145
 TE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV870218(NAD 83)
 TE1145_MARKER: DB = BENCH MARK DISK
 TE1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1145_STAMPING: C 57 1934
 TE1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1145+STABILITY: SURFACE MOTION
 TE1145
 TE1145  HISTORY     - Date     Condition        Report By
 TE1145  HISTORY     - 1934     MONUMENTED       CGS
 TE1145  HISTORY     - 1968     GOOD             USGS
 TE1145
 TE1145                          STATION DESCRIPTION
 TE1145
 TE1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1145'8.5 MI W FROM SARLES.
 TE1145'IN TOWNER COUNTY, 8.5 MILES WEST ALONG COUNTY ROADS FROM THE GREAT
 TE1145'NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, 3.4 MILES SOUTH
 TE1145'OF THE CANADIAN BOUNDARY LINE, IN SMITH TOWNSHIP, AT THE CORNER COMMON
 TE1145'TO SECTIONS 10, 11, 14 AND 15, AT A ROAD INTERSECTION, 40 FEET SOUTH
 TE1145'OF THE CENTERLINE OF THE GRADED COUNTY ROAD, 32 FEET EAST OF THE
 TE1145'CENTERLINE OF THE NORTH-AND-SOUTH SECTION-LINE ROAD, AND 9 FEET EAST
 TE1145'OF A WIRE-FENCE CORNER.  A STANDARD DISK, STAMPED C 57 1934 AND SET IN
 TE1145'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 TE1145
 TE1145                          STATION RECOVERY (1968)
 TE1145
 TE1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0363 ***********************************************************************
 TD0363  DESIGNATION -  C 58
 TD0363  PID         -  TD0363
 TD0363  STATE/COUNTY-  ND/WALSH
 TD0363  USGS QUAD   -  VOSS (1972)
 TD0363
 TD0363                         *CURRENT SURVEY CONTROL
 TD0363  ___________________________________________________________________
 TD0363* NAD 83(1986)-  48 22 07.     (N)    097 23 37.     (W)     SCALED    
 TD0363* NAVD 88     -       252.110  (meters)     827.13   (feet)  ADJUSTED  
 TD0363  ___________________________________________________________________
 TD0363  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 TD0363  DYNAMIC HT  -         252.169 (meters)     827.32  (feet)  COMP
 TD0363  MODELED GRAV-     980,838.3   (mgal)                       NAVD 88
 TD0363
 TD0363  VERT ORDER  -  SECOND    CLASS 0
 TD0363
 TD0363.The horizontal coordinates were scaled from a topographic map and have
 TD0363.an estimated accuracy of +/- 6 seconds.
 TD0363
 TD0363.The orthometric height was determined by differential leveling
 TD0363.and adjusted by the National Geodetic Survey in June 1991..
 TD0363
 TD0363.The geoid height was determined by GEOID03.
 TD0363
 TD0363.The dynamic height is computed by dividing the NAVD 88
 TD0363.geopotential number by the normal gravity value computed on the
 TD0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0363.degrees latitude (g = 980.6199 gals.).
 TD0363
 TD0363.The modeled gravity was interpolated from observed gravity values.
 TD0363
 TD0363;                    North         East    Units  Estimated Accuracy
 TD0363;SPC ND N     -   156,810.      830,090.      MT  (+/- 180 meters Scaled)
 TD0363
 TD0363                          SUPERSEDED SURVEY CONTROL
 TD0363
 TD0363  NGVD 29 (??/??/92)  251.773  (m)          826.03   (f) ADJ UNCH    2 0
 TD0363
 TD0363.Superseded values are not recommended for survey control.
 TD0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0363.See file dsdata.txt to determine how the superseded data were derived.
 TD0363
 TD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU189585(NAD 83)
 TD0363_MARKER: DB = BENCH MARK DISK
 TD0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0363_STAMPING: C-58--1934
 TD0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0363+STABILITY: SURFACE MOTION
 TD0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0363+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2002
 TD0363
 TD0363  HISTORY     - Date     Condition        Report By
 TD0363  HISTORY     - 1934     MONUMENTED       CGS
 TD0363  HISTORY     - 1980     GOOD             LOCSUR
 TD0363  HISTORY     - 20020409 GOOD             NDDT
 TD0363
 TD0363                          STATION DESCRIPTION
 TD0363
 TD0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0363'3.4 MI S FROM GRAFTON.
 TD0363'3.4 MILES SOUTH OF THE G.N.R. STATION AT GRAFTON.  0.8 OF MILE NORTH
 TD0363'OF STATION AT HERRIOTT.  104 FEET SOUTH OF CENTERLINE OF GRADED COUNTY
 TD0363'ROAD THAT CROSSES TRACK.  71.5 FEET SOUTH OF CORNER POST OF R/W FENCE.
 TD0363'66 FEET NORTH OF MILE POST NO. 36.  46.7 FEET WEST OF WEST RAIL OF
 TD0363'TRACK.  1.5 FEET EAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 TD0363'CONCRETE POST 8 IN. HIGH.
 TD0363
 TD0363                          STATION RECOVERY (1980)
 TD0363
 TD0363'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0363'RECOVERED IN GOOD CONDITION.
 TD0363
 TD0363                          STATION RECOVERY (2002)
 TD0363
 TD0363'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 TD0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0297 ***********************************************************************
 TD0297  DESIGNATION -  C 59
 TD0297  PID         -  TD0297
 TD0297  STATE/COUNTY-  ND/PEMBINA
 TD0297  USGS QUAD   -  PEMBINA (1979)
 TD0297
 TD0297                         *CURRENT SURVEY CONTROL
 TD0297  ___________________________________________________________________
 TD0297* NAD 83(1986)-  48 53 27.     (N)    097 14 09.     (W)     SCALED    
 TD0297* NAVD 88     -       243.073  (meters)     797.48   (feet)  POSTED    
 TD0297  ___________________________________________________________________
 TD0297  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 TD0297  DYNAMIC HT  -         243.140 (meters)     797.70  (feet)  COMP
 TD0297  MODELED GRAV-     980,891.0   (mgal)                       NAVD 88
 TD0297
 TD0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TD0297
 TD0297.The horizontal coordinates were scaled from a topographic map and have
 TD0297.an estimated accuracy of +/- 6 seconds.
 TD0297
 TD0297.The orthometric height was determined by differential leveling
 TD0297.and adjusted by the National Geodetic Survey in 1992..
 TD0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TD0297.rate of 0.0 thru 1.0 mm/km.
 TD0297
 TD0297.The geoid height was determined by GEOID03.
 TD0297
 TD0297.The dynamic height is computed by dividing the NAVD 88
 TD0297.geopotential number by the normal gravity value computed on the
 TD0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0297.degrees latitude (g = 980.6199 gals.).
 TD0297
 TD0297.The modeled gravity was interpolated from observed gravity values.
 TD0297
 TD0297;                    North         East    Units  Estimated Accuracy
 TD0297;SPC ND N     -   215,310.      839,300.      MT  (+/- 180 meters Scaled)
 TD0297
 TD0297                          SUPERSEDED SURVEY CONTROL
 TD0297
 TD0297  NGVD 29 (??/??/92)  242.664  (m)          796.14   (f) ADJ UNCH    2 0
 TD0297
 TD0297.Superseded values are not recommended for survey control.
 TD0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0297.See file dsdata.txt to determine how the superseded data were derived.
 TD0297
 TD0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV293168(NAD 83)
 TD0297_MARKER: DB = BENCH MARK DISK
 TD0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0297_STAMPING: C-59 1934
 TD0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0297+STABILITY: SURFACE MOTION
 TD0297
 TD0297  HISTORY     - Date     Condition        Report By
 TD0297  HISTORY     - 1934     MONUMENTED       CGS
 TD0297  HISTORY     - 1968     GOOD             NDHD
 TD0297
 TD0297                          STATION DESCRIPTION
 TD0297
 TD0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0297'5.7 MI S FROM PEMBINA.
 TD0297'5.7 MILES SOUTH OF THE N.P.R. STATION AT PEMBINA.  1.1 MILE NORTH OF
 TD0297'STATION AT MCARTHUR.  253 YDS. SOUTH OF MILE POST 184.  62 FT. NORTH
 TD0297'OF CENTERLINE OF SECTION ROAD THAT CROSSES TRACK.  45 FT. WEST OF WEST
 TD0297'RAIL OF TRACK.  2 FT. EAST OF R/W FENCE.  STANDARD TABLET SET IN TOP
 TD0297'OF CONCRETE POST 5 IN. HIGH.
 TD0297
 TD0297                          STATION RECOVERY (1968)
 TD0297
 TD0297'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968
 TD0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0058 ***********************************************************************
 TG0058  DESIGNATION -  C 6
 TG0058  PID         -  TG0058
 TG0058  STATE/COUNTY-  ND/BURKE
 TG0058  USGS QUAD   -  FLAXTON (1947)
 TG0058
 TG0058                         *CURRENT SURVEY CONTROL
 TG0058  ___________________________________________________________________
 TG0058* NAD 83(1986)-  48 53 53.     (N)    102 23 42.     (W)     SCALED    
 TG0058* NAVD 88     -       590.750  (meters)    1938.15   (feet)  ADJUSTED  
 TG0058  ___________________________________________________________________
 TG0058  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG0058  DYNAMIC HT  -         590.880 (meters)    1938.58  (feet)  COMP
 TG0058  MODELED GRAV-     980,811.1   (mgal)                       NAVD 88
 TG0058
 TG0058  VERT ORDER  -  FIRST     CLASS II
 TG0058
 TG0058.The horizontal coordinates were scaled from a topographic map and have
 TG0058.an estimated accuracy of +/- 6 seconds.
 TG0058
 TG0058.The orthometric height was determined by differential leveling
 TG0058.and adjusted by the National Geodetic Survey in June 1991..
 TG0058
 TG0058.The geoid height was determined by GEOID03.
 TG0058
 TG0058.The dynamic height is computed by dividing the NAVD 88
 TG0058.geopotential number by the normal gravity value computed on the
 TG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0058.degrees latitude (g = 980.6199 gals.).
 TG0058
 TG0058.The modeled gravity was interpolated from observed gravity values.
 TG0058
 TG0058;                    North         East    Units  Estimated Accuracy
 TG0058;SPC ND N     -   212,750.      461,070.      MT  (+/- 180 meters Scaled)
 TG0058
 TG0058                          SUPERSEDED SURVEY CONTROL
 TG0058
 TG0058  NGVD 29 (??/??/92)  590.345  (m)         1936.82   (f) ADJ UNCH    1 2
 TG0058
 TG0058.Superseded values are not recommended for survey control.
 TG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0058.See file dsdata.txt to determine how the superseded data were derived.
 TG0058
 TG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ909193(NAD 83)
 TG0058_MARKER: DB = BENCH MARK DISK
 TG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0058_STAMPING: ELEV 1936.827 FT C6
 TG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0058+STABILITY: SURFACE MOTION
 TG0058
 TG0058  HISTORY     - Date     Condition        Report By
 TG0058  HISTORY     - UNK      MONUMENTED       CGS
 TG0058  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0058
 TG0058                          STATION DESCRIPTION
 TG0058
 TG0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0058'IN FLAXTON.
 TG0058'AT FLAXTON, BURKE COUNTY, ON THE SOO LINE RAILROAD (FORMERLY THE
 TG0058'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD, ABOUT 152 FEET
 TG0058'NORTHEAST OF THE NORTHEAST SIDE OF THE STATION, AT THE MAIN STREET
 TG0058'CROSSING, 39 FEET NORTHEAST OF THE CENTERLINE OF MAIN STREET, 14 FEET
 TG0058'NORTHWEST OF THE NORTHWEST RAIL, IN LINE WITH THE ROW OF POLES ALONG
 TG0058'THE HIGHWAY LEADING SOUTHEAST AND THE FACE OF THE BUILDINGS ON MAIN
 TG0058'STREET NORTH OF THE TRACK, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 TG0058'POST.  A STANDARD DISK, STAMPED ELEV 1936.827 FT C6 AND SET IN THE TOP
 TG0058'OF A CONCRETE POST.  NOTE-- A CONCRETE POST WAS FOUND WHICH HAD THE
 TG0058'IMPRINT OF A DISK AND SHANK IN THE TOP PART OF THE POST, BUT THE DISK
 TG0058'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0297 ***********************************************************************
 SN0297  DESIGNATION -  C 6 B 1
 SN0297  PID         -  SN0297
 SN0297  STATE/COUNTY-  ND/MCLEAN
 SN0297  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0297
 SN0297                         *CURRENT SURVEY CONTROL
 SN0297  ___________________________________________________________________
 SN0297* NAD 83(1986)-  47 37 58.     (N)    100 58 36.     (W)     SCALED    
 SN0297* NAVD 88     -       564.698  (meters)    1852.68   (feet)  ADJUSTED  
 SN0297  ___________________________________________________________________
 SN0297  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0297  DYNAMIC HT  -         564.755 (meters)    1852.87  (feet)  COMP
 SN0297  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 SN0297
 SN0297  VERT ORDER  -  SECOND    CLASS 0
 SN0297
 SN0297.The horizontal coordinates were scaled from a topographic map and have
 SN0297.an estimated accuracy of +/- 6 seconds.
 SN0297
 SN0297.The orthometric height was determined by differential leveling
 SN0297.and adjusted by the National Geodetic Survey in June 1991..
 SN0297
 SN0297.The geoid height was determined by GEOID03.
 SN0297
 SN0297.The dynamic height is computed by dividing the NAVD 88
 SN0297.geopotential number by the normal gravity value computed on the
 SN0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0297.degrees latitude (g = 980.6199 gals.).
 SN0297
 SN0297.The modeled gravity was interpolated from observed gravity values.
 SN0297
 SN0297;                    North         East    Units  Estimated Accuracy
 SN0297;SPC ND N     -    70,460.      564,180.      MT  (+/- 180 meters Scaled)
 SN0297
 SN0297                          SUPERSEDED SURVEY CONTROL
 SN0297
 SN0297  NGVD 29 (??/??/92)  564.30   (m)         1851.4    (f) COMPUTED    2 0
 SN0297
 SN0297.Superseded values are not recommended for survey control.
 SN0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0297.See file dsdata.txt to determine how the superseded data were derived.
 SN0297
 SN0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT515773(NAD 83)
 SN0297_MARKER: DZ = AZIMUTH MARK DISK
 SN0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0297_SP_SET: PEDESTAL
 SN0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0297
 SN0297  HISTORY     - Date     Condition        Report By
 SN0297  HISTORY     - UNK      MONUMENTED       DOD
 SN0297  HISTORY     - 1962     GOOD             NGS
 SN0297
 SN0297                          STATION DESCRIPTION
 SN0297
 SN0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0297'11.7 MI NW FROM TURTLE LAKE.
 SN0297'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0297'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.3
 SN0297'MILES WEST ALONG A GRAVELED ROAD, 0.25 MILE WEST OF THE ENTRANCE TO
 SN0297'SITE C 6, IN A DRY LAKE, 105 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 SN0297'ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0297'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0293 ***********************************************************************
 SN0293  DESIGNATION -  C 6 B 2
 SN0293  PID         -  SN0293
 SN0293  STATE/COUNTY-  ND/MCLEAN
 SN0293  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0293
 SN0293                         *CURRENT SURVEY CONTROL
 SN0293  ___________________________________________________________________
 SN0293* NAD 83(1986)-  47 38 07.     (N)    100 58 22.     (W)     SCALED    
 SN0293* NAVD 88     -       565.934  (meters)    1856.74   (feet)  ADJUSTED  
 SN0293  ___________________________________________________________________
 SN0293  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0293  DYNAMIC HT  -         565.992 (meters)    1856.93  (feet)  COMP
 SN0293  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 SN0293
 SN0293  VERT ORDER  -  SECOND    CLASS 0
 SN0293
 SN0293.The horizontal coordinates were scaled from a topographic map and have
 SN0293.an estimated accuracy of +/- 6 seconds.
 SN0293
 SN0293.The orthometric height was determined by differential leveling
 SN0293.and adjusted by the National Geodetic Survey in June 1991..
 SN0293
 SN0293.The geoid height was determined by GEOID03.
 SN0293
 SN0293.The dynamic height is computed by dividing the NAVD 88
 SN0293.geopotential number by the normal gravity value computed on the
 SN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0293.degrees latitude (g = 980.6199 gals.).
 SN0293
 SN0293.The modeled gravity was interpolated from observed gravity values.
 SN0293
 SN0293;                    North         East    Units  Estimated Accuracy
 SN0293;SPC ND N     -    70,740.      564,470.      MT  (+/- 180 meters Scaled)
 SN0293
 SN0293                          SUPERSEDED SURVEY CONTROL
 SN0293
 SN0293  NGVD 29 (??/??/92)  565.53   (m)         1855.4    (f) COMPUTED    2 0
 SN0293
 SN0293.Superseded values are not recommended for survey control.
 SN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0293.See file dsdata.txt to determine how the superseded data were derived.
 SN0293
 SN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT518776(NAD 83)
 SN0293_MARKER: DZ = AZIMUTH MARK DISK
 SN0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0293_SP_SET: PEDESTAL
 SN0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0293
 SN0293  HISTORY     - Date     Condition        Report By
 SN0293  HISTORY     - UNK      MONUMENTED       DOD
 SN0293  HISTORY     - 1962     GOOD             NGS
 SN0293
 SN0293                          STATION DESCRIPTION
 SN0293
 SN0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0293'11.9 MI NW FROM TURTLE LAKE.
 SN0293'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0293'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.3
 SN0293'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.25 MILE NORTHEAST ACROSS A
 SN0293'DRY LAKE, AT THE WEST EDGE OF THE DRY LAKE, A 1 1/2 X 4 FOOT CONCRETE
 SN0293'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0299 ***********************************************************************
 SN0299  DESIGNATION -  C 6 Y
 SN0299  PID         -  SN0299
 SN0299  STATE/COUNTY-  ND/MCLEAN
 SN0299  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0299
 SN0299                         *CURRENT SURVEY CONTROL
 SN0299  ___________________________________________________________________
 SN0299* NAD 83(1986)-  47 37 58.     (N)    100 58 10.     (W)     SCALED    
 SN0299* NAVD 88     -       567.724  (meters)    1862.61   (feet)  ADJUSTED  
 SN0299  ___________________________________________________________________
 SN0299  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0299  DYNAMIC HT  -         567.783 (meters)    1862.80  (feet)  COMP
 SN0299  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 SN0299
 SN0299  VERT ORDER  -  SECOND    CLASS 0
 SN0299
 SN0299.The horizontal coordinates were scaled from a topographic map and have
 SN0299.an estimated accuracy of +/- 6 seconds.
 SN0299
 SN0299.The orthometric height was determined by differential leveling
 SN0299.and adjusted by the National Geodetic Survey in June 1991..
 SN0299
 SN0299.The geoid height was determined by GEOID03.
 SN0299
 SN0299.The dynamic height is computed by dividing the NAVD 88
 SN0299.geopotential number by the normal gravity value computed on the
 SN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0299.degrees latitude (g = 980.6199 gals.).
 SN0299
 SN0299.The modeled gravity was interpolated from observed gravity values.
 SN0299
 SN0299;                    North         East    Units  Estimated Accuracy
 SN0299;SPC ND N     -    70,460.      564,720.      MT  (+/- 180 meters Scaled)
 SN0299
 SN0299                          SUPERSEDED SURVEY CONTROL
 SN0299
 SN0299  NGVD 29 (??/??/92)  567.32   (m)         1861.3    (f) COMPUTED    2 0
 SN0299
 SN0299.Superseded values are not recommended for survey control.
 SN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0299.See file dsdata.txt to determine how the superseded data were derived.
 SN0299
 SN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT520773(NAD 83)
 SN0299_MARKER: DS = TRIANGULATION STATION DISK
 SN0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0299_STAMPING: C 6 Y 1962
 SN0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0299+STABILITY: SURFACE MOTION
 SN0299
 SN0299  HISTORY     - Date     Condition        Report By
 SN0299  HISTORY     - 1962     MONUMENTED       CGS
 SN0299
 SN0299                          STATION DESCRIPTION
 SN0299
 SN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0299'11.2 MI NW FROM TURTLE LAKE.
 SN0299'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0299'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 2.8
 SN0299'MILES WEST ALONG A GRAVELED ROAD, 0.2 MILE EAST OF THE ENTRANCE TO
 SN0299'SITE C 6, 76.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 42.0 FEET
 SN0299'NORTH OF R.M. 1, 41.0 FEET EAST OF R.M. 2, 6.5 FEET WEST OF A POWER
 SN0299'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN0299'A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0300 ***********************************************************************
 SN0300  DESIGNATION -  C 6 Y RM 1
 SN0300  PID         -  SN0300
 SN0300  STATE/COUNTY-  ND/MCLEAN
 SN0300  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0300
 SN0300                         *CURRENT SURVEY CONTROL
 SN0300  ___________________________________________________________________
 SN0300* NAD 83(1986)-  47 37 57.     (N)    100 58 10.     (W)     SCALED    
 SN0300* NAVD 88     -       567.342  (meters)    1861.35   (feet)  ADJUSTED  
 SN0300  ___________________________________________________________________
 SN0300  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0300  DYNAMIC HT  -         567.401 (meters)    1861.55  (feet)  COMP
 SN0300  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 SN0300
 SN0300  VERT ORDER  -  SECOND    CLASS 0
 SN0300
 SN0300.The horizontal coordinates were scaled from a topographic map and have
 SN0300.an estimated accuracy of +/- 6 seconds.
 SN0300
 SN0300.The orthometric height was determined by differential leveling
 SN0300.and adjusted by the National Geodetic Survey in June 1991..
 SN0300
 SN0300.The geoid height was determined by GEOID03.
 SN0300
 SN0300.The dynamic height is computed by dividing the NAVD 88
 SN0300.geopotential number by the normal gravity value computed on the
 SN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0300.degrees latitude (g = 980.6199 gals.).
 SN0300
 SN0300.The modeled gravity was interpolated from observed gravity values.
 SN0300
 SN0300;                    North         East    Units  Estimated Accuracy
 SN0300;SPC ND N     -    70,430.      564,720.      MT  (+/- 180 meters Scaled)
 SN0300
 SN0300                          SUPERSEDED SURVEY CONTROL
 SN0300
 SN0300  NGVD 29 (??/??/92)  566.94   (m)         1860.0    (f) COMPUTED    2 0
 SN0300
 SN0300.Superseded values are not recommended for survey control.
 SN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0300.See file dsdata.txt to determine how the superseded data were derived.
 SN0300
 SN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT520773(NAD 83)
 SN0300_MARKER: DR = REFERENCE MARK DISK
 SN0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0300_STAMPING: C 6 Y NO 1 1962
 SN0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0300+STABILITY: SURFACE MOTION
 SN0300
 SN0300  HISTORY     - Date     Condition        Report By
 SN0300  HISTORY     - 1962     MONUMENTED       CGS
 SN0300
 SN0300                          STATION DESCRIPTION
 SN0300
 SN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0300'11.2 MI NW FROM TURTLE LAKE.
 SN0300'ABOUT 0.9 MILES WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0300'AT TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0300'2.8 MILES WEST ALONG A GRAVELED ROAD, 0.2 MILE EAST OF THE ENTRANCE TO
 SN0300'SITE C 6, 61.0 FEET SOUTHEAST OF R.M. 2, 42.0 FEET SOUTH OF THE
 SN0300'STATION MARK C 6 Y 1962, AND SET IN THE TOP OF A CONCRETE POST
 SN0300'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0298 ***********************************************************************
 SN0298  DESIGNATION -  C 6 Y RM 2
 SN0298  PID         -  SN0298
 SN0298  STATE/COUNTY-  ND/MCLEAN
 SN0298  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0298
 SN0298                         *CURRENT SURVEY CONTROL
 SN0298  ___________________________________________________________________
 SN0298* NAD 83(1986)-  47 37 58.     (N)    100 58 11.     (W)     SCALED    
 SN0298* NAVD 88     -       567.684  (meters)    1862.48   (feet)  ADJUSTED  
 SN0298  ___________________________________________________________________
 SN0298  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0298  DYNAMIC HT  -         567.742 (meters)    1862.67  (feet)  COMP
 SN0298  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 SN0298
 SN0298  VERT ORDER  -  SECOND    CLASS 0
 SN0298
 SN0298.The horizontal coordinates were scaled from a topographic map and have
 SN0298.an estimated accuracy of +/- 6 seconds.
 SN0298
 SN0298.The orthometric height was determined by differential leveling
 SN0298.and adjusted by the National Geodetic Survey in June 1991..
 SN0298
 SN0298.The geoid height was determined by GEOID03.
 SN0298
 SN0298.The dynamic height is computed by dividing the NAVD 88
 SN0298.geopotential number by the normal gravity value computed on the
 SN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0298.degrees latitude (g = 980.6199 gals.).
 SN0298
 SN0298.The modeled gravity was interpolated from observed gravity values.
 SN0298
 SN0298;                    North         East    Units  Estimated Accuracy
 SN0298;SPC ND N     -    70,460.      564,700.      MT  (+/- 180 meters Scaled)
 SN0298
 SN0298                          SUPERSEDED SURVEY CONTROL
 SN0298
 SN0298  NGVD 29 (??/??/92)  567.28   (m)         1861.2    (f) COMPUTED    2 0
 SN0298
 SN0298.Superseded values are not recommended for survey control.
 SN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0298.See file dsdata.txt to determine how the superseded data were derived.
 SN0298
 SN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT520773(NAD 83)
 SN0298_MARKER: DR = REFERENCE MARK DISK
 SN0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0298_STAMPING: C 6 Y NO 2 1962
 SN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0298+STABILITY: SURFACE MOTION
 SN0298
 SN0298  HISTORY     - Date     Condition        Report By
 SN0298  HISTORY     - 1962     MONUMENTED       CGS
 SN0298
 SN0298                          STATION DESCRIPTION
 SN0298
 SN0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0298'11.2 MI NW FROM TURTLE LAKE.
 SN0298'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0298'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 2.8
 SN0298'MILES WEST ALONG A GRAVELED ROAD, 0.2 MILE EAST OF THE ENTRANCE TO
 SN0298'SITE C 6, 61.0 FEET NORTHWEST OF R.M. 1, 41.0 FEET WEST OF C 6 Y 1962,
 SN0298'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0295 ***********************************************************************
 SN0295  DESIGNATION -  C 6 Z
 SN0295  PID         -  SN0295
 SN0295  STATE/COUNTY-  ND/MCLEAN
 SN0295  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0295
 SN0295                         *CURRENT SURVEY CONTROL
 SN0295  ___________________________________________________________________
 SN0295* NAD 83(1986)-  47 37 38.     (N)    100 58 21.     (W)     SCALED    
 SN0295* NAVD 88     -       569.451  (meters)    1868.27   (feet)  ADJUSTED  
 SN0295  ___________________________________________________________________
 SN0295  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0295  DYNAMIC HT  -         569.509 (meters)    1868.46  (feet)  COMP
 SN0295  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0295
 SN0295  VERT ORDER  -  SECOND    CLASS 0
 SN0295
 SN0295.The horizontal coordinates were scaled from a topographic map and have
 SN0295.an estimated accuracy of +/- 6 seconds.
 SN0295
 SN0295.The orthometric height was determined by differential leveling
 SN0295.and adjusted by the National Geodetic Survey in June 1991..
 SN0295
 SN0295.The geoid height was determined by GEOID03.
 SN0295
 SN0295.The dynamic height is computed by dividing the NAVD 88
 SN0295.geopotential number by the normal gravity value computed on the
 SN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0295.degrees latitude (g = 980.6199 gals.).
 SN0295
 SN0295.The modeled gravity was interpolated from observed gravity values.
 SN0295
 SN0295;                    North         East    Units  Estimated Accuracy
 SN0295;SPC ND N     -    69,840.      564,490.      MT  (+/- 180 meters Scaled)
 SN0295
 SN0295                          SUPERSEDED SURVEY CONTROL
 SN0295
 SN0295  NGVD 29 (??/??/92)  569.05   (m)         1867.0    (f) COMPUTED    2 0
 SN0295
 SN0295.Superseded values are not recommended for survey control.
 SN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0295.See file dsdata.txt to determine how the superseded data were derived.
 SN0295
 SN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT518767(NAD 83)
 SN0295_MARKER: DS = TRIANGULATION STATION DISK
 SN0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0295_STAMPING: C 6 Z 1962
 SN0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0295+STABILITY: SURFACE MOTION
 SN0295
 SN0295  HISTORY     - Date     Condition        Report By
 SN0295  HISTORY     - 1962     MONUMENTED       CGS
 SN0295
 SN0295                          STATION DESCRIPTION
 SN0295
 SN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0295'11.8 MI NW FROM TURTLE LAKE.
 SN0295'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0295'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.0
 SN0295'MILES WEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT
 SN0295'ROAD, 0.1 MILE NORTH OF A FARMHOUSE, ON THE TOP OF A SLIGHT RISE, 32
 SN0295'FEET WEST OF THE CENTERLINE OF THE ROAD, 33.0 FEET SOUTH-SOUTHEAST OF
 SN0295'R.M. 2, 22.5 FEET EAST OF R.M. 1, 6 FEET EAST OF A FENCE CORNER, 5.0
 SN0295'FEET EAST OF A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD,
 SN0295'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0294 ***********************************************************************
 SN0294  DESIGNATION -  C 6 Z RM 1
 SN0294  PID         -  SN0294
 SN0294  STATE/COUNTY-  ND/MCLEAN
 SN0294  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0294
 SN0294                         *CURRENT SURVEY CONTROL
 SN0294  ___________________________________________________________________
 SN0294* NAD 83(1986)-  47 37 38.     (N)    100 58 22.     (W)     SCALED    
 SN0294* NAVD 88     -       569.578  (meters)    1868.69   (feet)  ADJUSTED  
 SN0294  ___________________________________________________________________
 SN0294  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0294  DYNAMIC HT  -         569.637 (meters)    1868.88  (feet)  COMP
 SN0294  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0294
 SN0294  VERT ORDER  -  SECOND    CLASS 0
 SN0294
 SN0294.The horizontal coordinates were scaled from a topographic map and have
 SN0294.an estimated accuracy of +/- 6 seconds.
 SN0294
 SN0294.The orthometric height was determined by differential leveling
 SN0294.and adjusted by the National Geodetic Survey in June 1991..
 SN0294
 SN0294.The geoid height was determined by GEOID03.
 SN0294
 SN0294.The dynamic height is computed by dividing the NAVD 88
 SN0294.geopotential number by the normal gravity value computed on the
 SN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0294.degrees latitude (g = 980.6199 gals.).
 SN0294
 SN0294.The modeled gravity was interpolated from observed gravity values.
 SN0294
 SN0294;                    North         East    Units  Estimated Accuracy
 SN0294;SPC ND N     -    69,840.      564,470.      MT  (+/- 180 meters Scaled)
 SN0294
 SN0294                          SUPERSEDED SURVEY CONTROL
 SN0294
 SN0294  NGVD 29 (??/??/92)  569.18   (m)         1867.4    (f) COMPUTED    2 0
 SN0294
 SN0294.Superseded values are not recommended for survey control.
 SN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0294.See file dsdata.txt to determine how the superseded data were derived.
 SN0294
 SN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT517767(NAD 83)
 SN0294_MARKER: DR = REFERENCE MARK DISK
 SN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0294_STAMPING: C 6 Z NO 1 1962
 SN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0294+STABILITY: SURFACE MOTION
 SN0294
 SN0294  HISTORY     - Date     Condition        Report By
 SN0294  HISTORY     - 1962     MONUMENTED       CGS
 SN0294
 SN0294                          STATION DESCRIPTION
 SN0294
 SN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0294'11.8 MI NW FROM TURTLE LAKE.
 SN0294'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0294'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.0
 SN0294'MILES WEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT
 SN0294'ROAD, 37.5 FEET SOUTHWEST OF R.M. 2, 22.5 FEET WEST OF C 6 Z 1962, AND
 SN0294'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0296 ***********************************************************************
 SN0296  DESIGNATION -  C 6 Z RM 2
 SN0296  PID         -  SN0296
 SN0296  STATE/COUNTY-  ND/MCLEAN
 SN0296  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0296
 SN0296                         *CURRENT SURVEY CONTROL
 SN0296  ___________________________________________________________________
 SN0296* NAD 83(1986)-  47 37 39.     (N)    100 58 22.     (W)     SCALED    
 SN0296* NAVD 88     -       569.590  (meters)    1868.73   (feet)  ADJUSTED  
 SN0296  ___________________________________________________________________
 SN0296  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0296  DYNAMIC HT  -         569.648 (meters)    1868.92  (feet)  COMP
 SN0296  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0296
 SN0296  VERT ORDER  -  SECOND    CLASS 0
 SN0296
 SN0296.The horizontal coordinates were scaled from a topographic map and have
 SN0296.an estimated accuracy of +/- 6 seconds.
 SN0296
 SN0296.The orthometric height was determined by differential leveling
 SN0296.and adjusted by the National Geodetic Survey in June 1991..
 SN0296
 SN0296.The geoid height was determined by GEOID03.
 SN0296
 SN0296.The dynamic height is computed by dividing the NAVD 88
 SN0296.geopotential number by the normal gravity value computed on the
 SN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0296.degrees latitude (g = 980.6199 gals.).
 SN0296
 SN0296.The modeled gravity was interpolated from observed gravity values.
 SN0296
 SN0296;                    North         East    Units  Estimated Accuracy
 SN0296;SPC ND N     -    69,880.      564,470.      MT  (+/- 180 meters Scaled)
 SN0296
 SN0296                          SUPERSEDED SURVEY CONTROL
 SN0296
 SN0296  NGVD 29 (??/??/92)  569.19   (m)         1867.4    (f) COMPUTED    2 0
 SN0296
 SN0296.Superseded values are not recommended for survey control.
 SN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0296.See file dsdata.txt to determine how the superseded data were derived.
 SN0296
 SN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT517767(NAD 83)
 SN0296_MARKER: DR = REFERENCE MARK DISK
 SN0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0296_STAMPING: C 6 Z NO 2 1962
 SN0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0296+STABILITY: SURFACE MOTION
 SN0296
 SN0296  HISTORY     - Date     Condition        Report By
 SN0296  HISTORY     - 1962     MONUMENTED       CGS
 SN0296
 SN0296                          STATION DESCRIPTION
 SN0296
 SN0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0296'11.8 MI NW FROM TURTLE LAKE.
 SN0296'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0296'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.0
 SN0296'MILES WEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A DIRT
 SN0296'ROAD, 37.5 FEET NORTHEAST OF R.M. 1, 33.0 FEET NORTHWEST OF C 6 Z
 SN0296'1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1470 ***********************************************************************
 TE1470  DESIGNATION -  C 62
 TE1470  PID         -  TE1470
 TE1470  STATE/COUNTY-  ND/ROLETTE
 TE1470  USGS QUAD   -  ROLETTE (1971)
 TE1470
 TE1470                         *CURRENT SURVEY CONTROL
 TE1470  ___________________________________________________________________
 TE1470* NAD 83(1986)-  48 39 30.     (N)    099 46 35.     (W)     SCALED    
 TE1470* NAVD 88     -       496.561  (meters)    1629.13   (feet)  ADJUSTED  
 TE1470  ___________________________________________________________________
 TE1470  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TE1470  DYNAMIC HT  -         496.675 (meters)    1629.51  (feet)  COMP
 TE1470  MODELED GRAV-     980,823.8   (mgal)                       NAVD 88
 TE1470
 TE1470  VERT ORDER  -  SECOND    CLASS 0
 TE1470
 TE1470.The horizontal coordinates were scaled from a topographic map and have
 TE1470.an estimated accuracy of +/- 6 seconds.
 TE1470
 TE1470.The orthometric height was determined by differential leveling
 TE1470.and adjusted by the National Geodetic Survey in June 1991..
 TE1470
 TE1470.The geoid height was determined by GEOID03.
 TE1470
 TE1470.The dynamic height is computed by dividing the NAVD 88
 TE1470.geopotential number by the normal gravity value computed on the
 TE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1470.degrees latitude (g = 980.6199 gals.).
 TE1470
 TE1470.The modeled gravity was interpolated from observed gravity values.
 TE1470
 TE1470;                    North         East    Units  Estimated Accuracy
 TE1470;SPC ND N     -   184,630.      653,310.      MT  (+/- 180 meters Scaled)
 TE1470
 TE1470                          SUPERSEDED SURVEY CONTROL
 TE1470
 TE1470  NGVD 29 (??/??/92)  496.190  (m)         1627.92   (f) ADJ UNCH    2 0
 TE1470
 TE1470.Superseded values are not recommended for survey control.
 TE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1470.See file dsdata.txt to determine how the superseded data were derived.
 TE1470
 TE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU428897(NAD 83)
 TE1470_MARKER: DB = BENCH MARK DISK
 TE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1470_STAMPING: C-62--1934
 TE1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1470+STABILITY: SURFACE MOTION
 TE1470
 TE1470  HISTORY     - Date     Condition        Report By
 TE1470  HISTORY     - 1934     MONUMENTED       CGS
 TE1470  HISTORY     - 1968     GOOD             USGS
 TE1470
 TE1470                          STATION DESCRIPTION
 TE1470
 TE1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1470'3.3 MI E FROM ROLETTE.
 TE1470'3.0 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1470'RAILWAY FROM THE STATION AT ROLETTE, ROLETTE COUNTY, ABOUT 480 FEET
 TE1470'EAST OF MILEPOST 493, 58.3 FEET SOUTHWEST OF THE CENTER OF THE
 TE1470'CROSSING OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 46.2 FEET SOUTH OF
 TE1470'THE CENTER LINE OF THE TRACK, 12 FEET WEST OF A FENCE CORNER, AND 1.8
 TE1470'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 62
 TE1470'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 TE1470'ABOVE GROUND.  NOTE-- A STEEL POST WITH WITNESS MARKER WAS ERECTED.
 TE1470
 TE1470                          STATION RECOVERY (1968)
 TE1470
 TE1470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0476 ***********************************************************************
 TF0476  DESIGNATION -  C 63
 TF0476  PID         -  TF0476
 TF0476  STATE/COUNTY-  ND/BOTTINEAU
 TF0476  USGS QUAD   -  DEEP (1950)
 TF0476
 TF0476                         *CURRENT SURVEY CONTROL
 TF0476  ___________________________________________________________________
 TF0476* NAD 83(1986)-  48 40 39.     (N)    100 50 44.     (W)     SCALED    
 TF0476* NAVD 88     -       442.709  (meters)    1452.45   (feet)  ADJUSTED  
 TF0476  ___________________________________________________________________
 TF0476  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0476  DYNAMIC HT  -         442.804 (meters)    1452.77  (feet)  COMP
 TF0476  MODELED GRAV-     980,811.4   (mgal)                       NAVD 88
 TF0476
 TF0476  VERT ORDER  -  SECOND    CLASS 0
 TF0476
 TF0476.The horizontal coordinates were scaled from a topographic map and have
 TF0476.an estimated accuracy of +/- 6 seconds.
 TF0476
 TF0476.The orthometric height was determined by differential leveling
 TF0476.and adjusted by the National Geodetic Survey in June 1991..
 TF0476
 TF0476.The geoid height was determined by GEOID03.
 TF0476
 TF0476.The dynamic height is computed by dividing the NAVD 88
 TF0476.geopotential number by the normal gravity value computed on the
 TF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0476.degrees latitude (g = 980.6199 gals.).
 TF0476
 TF0476.The modeled gravity was interpolated from observed gravity values.
 TF0476
 TF0476;                    North         East    Units  Estimated Accuracy
 TF0476;SPC ND N     -   186,570.      574,550.      MT  (+/- 180 meters Scaled)
 TF0476
 TF0476                          SUPERSEDED SURVEY CONTROL
 TF0476
 TF0476  NGVD 29 (??/??/92)  442.332  (m)         1451.22   (f) ADJ UNCH    2 0
 TF0476
 TF0476.Superseded values are not recommended for survey control.
 TF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0476.See file dsdata.txt to determine how the superseded data were derived.
 TF0476
 TF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU641932(NAD 83)
 TF0476_MARKER: DB = BENCH MARK DISK
 TF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0476_STAMPING: C 63 1934
 TF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0476+STABILITY: SURFACE MOTION
 TF0476
 TF0476  HISTORY     - Date     Condition        Report By
 TF0476  HISTORY     - 1934     MONUMENTED       CGS
 TF0476  HISTORY     - 1935     GOOD             NGS
 TF0476
 TF0476                          STATION DESCRIPTION
 TF0476
 TF0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0476'6.4 MI W FROM KRAMER.
 TF0476'6.4 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT KRAMER,
 TF0476'BOTTINEAU COUNTY, 360 YARDS WEST OF MILEPOST 542, AT THE CROSSING OF
 TF0476'THE GREAT NORTHERN RAILWAY, 37.8 FEET EAST OF THE EAST RAIL OF THE
 TF0476'G.N.RY., AND 57.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOO LINE
 TF0476'RAILROAD.  A STANDARD DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A
 TF0476'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1376 ***********************************************************************
 TF1376  DESIGNATION -  C 64
 TF1376  PID         -  TF1376
 TF1376  STATE/COUNTY-  ND/RENVILLE
 TF1376  USGS QUAD   -  TOLLEY (1980)
 TF1376
 TF1376                         *CURRENT SURVEY CONTROL
 TF1376  ___________________________________________________________________
 TF1376* NAD 83(1986)-  48 43 13.     (N)    101 46 44.     (W)     SCALED    
 TF1376* NAVD 88     -       547.604  (meters)    1796.60   (feet)  ADJUSTED  
 TF1376  ___________________________________________________________________
 TF1376  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 TF1376  DYNAMIC HT  -         547.726 (meters)    1797.00  (feet)  COMP
 TF1376  MODELED GRAV-     980,815.2   (mgal)                       NAVD 88
 TF1376
 TF1376  VERT ORDER  -  SECOND    CLASS 0
 TF1376
 TF1376.The horizontal coordinates were scaled from a topographic map and have
 TF1376.an estimated accuracy of +/- 6 seconds.
 TF1376
 TF1376.The orthometric height was determined by differential leveling
 TF1376.and adjusted by the National Geodetic Survey in June 1991..
 TF1376
 TF1376.The geoid height was determined by GEOID03.
 TF1376
 TF1376.The dynamic height is computed by dividing the NAVD 88
 TF1376.geopotential number by the normal gravity value computed on the
 TF1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1376.degrees latitude (g = 980.6199 gals.).
 TF1376
 TF1376.The modeled gravity was interpolated from observed gravity values.
 TF1376
 TF1376;                    North         East    Units  Estimated Accuracy
 TF1376;SPC ND N     -   192,050.      505,900.      MT  (+/- 180 meters Scaled)
 TF1376
 TF1376                          SUPERSEDED SURVEY CONTROL
 TF1376
 TF1376  NGVD 29 (??/??/92)  547.237  (m)         1795.39   (f) ADJ UNCH    2 0
 TF1376
 TF1376.Superseded values are not recommended for survey control.
 TF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1376.See file dsdata.txt to determine how the superseded data were derived.
 TF1376
 TF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV956000(NAD 83)
 TF1376_MARKER: DB = BENCH MARK DISK
 TF1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1376_STAMPING: C 64 1934
 TF1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1376+STABILITY: SURFACE MOTION
 TF1376
 TF1376  HISTORY     - Date     Condition        Report By
 TF1376  HISTORY     - 1934     MONUMENTED       CGS
 TF1376  HISTORY     - 1963     GOOD             NGS
 TF1376
 TF1376                          STATION DESCRIPTION
 TF1376
 TF1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1376'2.5 MI SE FROM TOLLEY.
 TF1376'ABOUT 2.5 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1376'AT TOLLEY, IN SECTION 36, T 161 N, R 86 W, 71 FEET NORTHWEST OF THE
 TF1376'CENTER OF A TRAIL ROAD CROSSING, 16 POLES SOUTHEAST OF MILE POST 589,
 TF1376'20 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 35 FEET NORTH OF THE CENTER
 TF1376'LINE OF THE TRAIL ROAD, 78 FEET EAST OF THE SOUTH END OF A WOODEN SNOW
 TF1376'FENCE, 0.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 TF1376'ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 TF1376'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0044 ***********************************************************************
 SN0044  DESIGNATION -  C 65
 SN0044  PID         -  SN0044
 SN0044  STATE/COUNTY-  ND/MCHENRY
 SN0044  USGS QUAD   -  DRAKE NW (1977)
 SN0044
 SN0044                         *CURRENT SURVEY CONTROL
 SN0044  ___________________________________________________________________
 SN0044* NAD 83(1986)-  47 52 55.     (N)    100 28 38.     (W)     SCALED    
 SN0044* NAVD 88     -       495.538  (meters)    1625.78   (feet)  ADJUSTED  
 SN0044  ___________________________________________________________________
 SN0044  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0044  DYNAMIC HT  -         495.603 (meters)    1625.99  (feet)  COMP
 SN0044  MODELED GRAV-     980,726.8   (mgal)                       NAVD 88
 SN0044
 SN0044  VERT ORDER  -  SECOND    CLASS 0
 SN0044
 SN0044.The horizontal coordinates were scaled from a topographic map and have
 SN0044.an estimated accuracy of +/- 6 seconds.
 SN0044
 SN0044.The orthometric height was determined by differential leveling
 SN0044.and adjusted by the National Geodetic Survey in June 1991..
 SN0044
 SN0044.The geoid height was determined by GEOID03.
 SN0044
 SN0044.The dynamic height is computed by dividing the NAVD 88
 SN0044.geopotential number by the normal gravity value computed on the
 SN0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0044.degrees latitude (g = 980.6199 gals.).
 SN0044
 SN0044.The modeled gravity was interpolated from observed gravity values.
 SN0044
 SN0044;                    North         East    Units  Estimated Accuracy
 SN0044;SPC ND N     -    98,060.      601,700.      MT  (+/- 180 meters Scaled)
 SN0044
 SN0044                          SUPERSEDED SURVEY CONTROL
 SN0044
 SN0044  NGVD 29 (??/??/92)  495.150  (m)         1624.50   (f) ADJ UNCH    2 0
 SN0044
 SN0044.Superseded values are not recommended for survey control.
 SN0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0044.See file dsdata.txt to determine how the superseded data were derived.
 SN0044
 SN0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU895042(NAD 83)
 SN0044_MARKER: DB = BENCH MARK DISK
 SN0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0044_STAMPING: C 65 1934
 SN0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0044+STABILITY: SURFACE MOTION
 SN0044
 SN0044  HISTORY     - Date     Condition        Report By
 SN0044  HISTORY     - 1934     MONUMENTED       CGS
 SN0044  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0044
 SN0044                          STATION DESCRIPTION
 SN0044
 SN0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0044'2.2 MI NE FROM KIEF.
 SN0044'2.2 MILES NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0044'KIEF, MCHENRY COUNTY, 110 YARDS NORTHEAST OF A SECTION-LINE ROAD
 SN0044'CROSSING, 52.7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND SET IN THE
 SN0044'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SN0044
 SN0044                          STATION RECOVERY (1962)
 SN0044
 SN0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1208 ***********************************************************************
 TE1208  DESIGNATION -  C 66
 TE1208  PID         -  TE1208
 TE1208  STATE/COUNTY-  ND/TOWNER
 TE1208  USGS QUAD   -  CANDO (1994)
 TE1208
 TE1208                         *CURRENT SURVEY CONTROL
 TE1208  ___________________________________________________________________
 TE1208* NAD 83(1986)-  48 25 36.     (N)    099 12 00.     (W)     SCALED    
 TE1208* NAVD 88     -       446.954  (meters)    1466.38   (feet)  ADJUSTED  
 TE1208  ___________________________________________________________________
 TE1208  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TE1208  DYNAMIC HT  -         447.041 (meters)    1466.67  (feet)  COMP
 TE1208  MODELED GRAV-     980,794.0   (mgal)                       NAVD 88
 TE1208
 TE1208  VERT ORDER  -  SECOND    CLASS 0
 TE1208
 TE1208.The horizontal coordinates were scaled from a topographic map and have
 TE1208.an estimated accuracy of +/- 6 seconds.
 TE1208
 TE1208.The orthometric height was determined by differential leveling
 TE1208.and adjusted by the National Geodetic Survey in June 1991..
 TE1208
 TE1208.The geoid height was determined by GEOID03.
 TE1208
 TE1208.The dynamic height is computed by dividing the NAVD 88
 TE1208.geopotential number by the normal gravity value computed on the
 TE1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1208.degrees latitude (g = 980.6199 gals.).
 TE1208
 TE1208.The modeled gravity was interpolated from observed gravity values.
 TE1208
 TE1208;                    North         East    Units  Estimated Accuracy
 TE1208;SPC ND N     -   159,430.      696,200.      MT  (+/- 180 meters Scaled)
 TE1208
 TE1208                          SUPERSEDED SURVEY CONTROL
 TE1208
 TE1208  NGVD 29 (??/??/92)  446.608  (m)         1465.25   (f) ADJ UNCH    2 0
 TE1208
 TE1208.Superseded values are not recommended for survey control.
 TE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1208.See file dsdata.txt to determine how the superseded data were derived.
 TE1208
 TE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852637(NAD 83)
 TE1208_MARKER: DB = BENCH MARK DISK
 TE1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1208_STAMPING: C-66 -- 1934
 TE1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1208+STABILITY: SURFACE MOTION
 TE1208
 TE1208  HISTORY     - Date     Condition        Report By
 TE1208  HISTORY     - 1934     MONUMENTED       CGS
 TE1208
 TE1208                          STATION DESCRIPTION
 TE1208
 TE1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1208'4.2 MI S FROM CANDO.
 TE1208'4.2 MILES SOUTH OF THE G.N.R. STATION AT CANDO.  0.45 OF MILE SOUTH OF
 TE1208'WOODEN TRESTLE OVER MARSHY NECK OF A LAKE.  270 YARDS SOUTH OF THE
 TE1208'SECTION LINE.  91.5 FT. EAST OF EAST RAIL OF TRACK.  1.9 FT. WEST OF
 TE1208'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1457 ***********************************************************************
 TE1457  DESIGNATION -  C 67
 TE1457  PID         -  TE1457
 TE1457  STATE/COUNTY-  ND/ROLETTE
 TE1457  USGS QUAD   -  SAINT JOHN (1969)
 TE1457
 TE1457                         *CURRENT SURVEY CONTROL
 TE1457  ___________________________________________________________________
 TE1457* NAD 83(1986)-  48 55 16.     (N)    099 41 06.     (W)     SCALED    
 TE1457* NAVD 88     -       585.990  (meters)    1922.54   (feet)  ADJUSTED  
 TE1457  ___________________________________________________________________
 TE1457  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TE1457  DYNAMIC HT  -         586.133 (meters)    1923.00  (feet)  COMP
 TE1457  MODELED GRAV-     980,834.2   (mgal)                       NAVD 88
 TE1457
 TE1457  VERT ORDER  -  SECOND    CLASS 0
 TE1457
 TE1457.The horizontal coordinates were scaled from a topographic map and have
 TE1457.an estimated accuracy of +/- 6 seconds.
 TE1457
 TE1457.The orthometric height was determined by differential leveling
 TE1457.and adjusted by the National Geodetic Survey in June 1991..
 TE1457
 TE1457.The geoid height was determined by GEOID03.
 TE1457
 TE1457.The dynamic height is computed by dividing the NAVD 88
 TE1457.geopotential number by the normal gravity value computed on the
 TE1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1457.degrees latitude (g = 980.6199 gals.).
 TE1457
 TE1457.The modeled gravity was interpolated from observed gravity values.
 TE1457
 TE1457;                    North         East    Units  Estimated Accuracy
 TE1457;SPC ND N     -   213,920.      659,730.      MT  (+/- 180 meters Scaled)
 TE1457
 TE1457                          SUPERSEDED SURVEY CONTROL
 TE1457
 TE1457  NGVD 29 (??/??/92)  585.566  (m)         1921.14   (f) ADJ UNCH    2 0
 TE1457
 TE1457.Superseded values are not recommended for survey control.
 TE1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1457.See file dsdata.txt to determine how the superseded data were derived.
 TE1457
 TE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV498189(NAD 83)
 TE1457_MARKER: DB = BENCH MARK DISK
 TE1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1457_STAMPING: C-67--1934
 TE1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1457+STABILITY: SURFACE MOTION
 TE1457
 TE1457  HISTORY     - Date     Condition        Report By
 TE1457  HISTORY     - 1934     MONUMENTED       CGS
 TE1457  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1457
 TE1457                          STATION DESCRIPTION
 TE1457
 TE1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1457'2 MI SE FROM ST JOHN.
 TE1457'2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE1457'SAINT JOHN, ROLETTE COUNTY, ABOUT 0.1 MILE SOUTH OF MILEPOST 53, ABOUT
 TE1457'52 YARDS NORTH OF THE CENTER OF A ROAD CROSSING, 40.1 FEET EAST OF THE
 TE1457'EAST RAIL, AND 5.5 FEET SOUTH OF POLE 1685.  A STANDARD DISK, STAMPED
 TE1457'C 67 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 TE1457'INCHES ABOVE GROUND.
 TE1457
 TE1457                          STATION RECOVERY (1968)
 TE1457
 TE1457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0230 ***********************************************************************
 TF0230  DESIGNATION -  C 69
 TF0230  PID         -  TF0230
 TF0230  STATE/COUNTY-  ND/PIERCE
 TF0230  USGS QUAD   -  BALTA SE (1958)
 TF0230
 TF0230                         *CURRENT SURVEY CONTROL
 TF0230  ___________________________________________________________________
 TF0230* NAD 83(1986)-  48 04 50.     (N)    100 02 22.     (W)     SCALED    
 TF0230* NAVD 88     -       467.956  (meters)    1535.29   (feet)  ADJUSTED  
 TF0230  ___________________________________________________________________
 TF0230  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TF0230  DYNAMIC HT  -         468.036 (meters)    1535.55  (feet)  COMP
 TF0230  MODELED GRAV-     980,766.8   (mgal)                       NAVD 88
 TF0230
 TF0230  VERT ORDER  -  SECOND    CLASS 0
 TF0230
 TF0230.The horizontal coordinates were scaled from a topographic map and have
 TF0230.an estimated accuracy of +/- 6 seconds.
 TF0230
 TF0230.The orthometric height was determined by differential leveling
 TF0230.and adjusted by the National Geodetic Survey in June 1991..
 TF0230
 TF0230.The geoid height was determined by GEOID03.
 TF0230
 TF0230.The dynamic height is computed by dividing the NAVD 88
 TF0230.geopotential number by the normal gravity value computed on the
 TF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0230.degrees latitude (g = 980.6199 gals.).
 TF0230
 TF0230.The modeled gravity was interpolated from observed gravity values.
 TF0230
 TF0230;                    North         East    Units  Estimated Accuracy
 TF0230;SPC ND N     -   120,240.      634,310.      MT  (+/- 180 meters Scaled)
 TF0230
 TF0230                          SUPERSEDED SURVEY CONTROL
 TF0230
 TF0230  NGVD 29 (??/??/92)  467.603  (m)         1534.13   (f) ADJ UNCH    2 0
 TF0230
 TF0230.Superseded values are not recommended for survey control.
 TF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0230.See file dsdata.txt to determine how the superseded data were derived.
 TF0230
 TF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU225257(NAD 83)
 TF0230_MARKER: DB = BENCH MARK DISK
 TF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0230_STAMPING: C 69 1934
 TF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0230+STABILITY: SURFACE MOTION
 TF0230
 TF0230  HISTORY     - Date     Condition        Report By
 TF0230  HISTORY     - 1934     MONUMENTED       CGS
 TF0230  HISTORY     - 1946     GOOD             NGS
 TF0230
 TF0230                          STATION DESCRIPTION
 TF0230
 TF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TF0230'6.1 MI S FROM BALTA.
 TF0230'6.1 MILES SOUTH ALONG STATE HIGHWAY 3 FROM BALTA, PIERCE COUNTY, 1/8
 TF0230'MILE SOUTHWEST OF A LARGE WHITE FARMHOUSE, 130 YARDS NORTHWEST OF THE
 TF0230'POINT WHERE THE HIGHWAY TURNS WEST, 120 YARDS NORTHEAST OF A PROMINENT
 TF0230'KNOLL, 225 FEET SOUTHWEST OF A CONCRETE CULVERT, 28 FEET SOUTHWEST OF
 TF0230'THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET EAST OF A WHITE WOODEN
 TF0230'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0230'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0615 ***********************************************************************
 SN0615  DESIGNATION -  C 7
 SN0615  PID         -  SN0615
 SN0615  STATE/COUNTY-  ND/MCLEAN
 SN0615  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0615
 SN0615                         *CURRENT SURVEY CONTROL
 SN0615  ___________________________________________________________________
 SN0615* NAD 83(1986)-  47 30 09.     (N)    101 18 50.     (W)     SCALED    
 SN0615* NAVD 88     -       598.671  (meters)    1964.14   (feet)  ADJUSTED  
 SN0615  ___________________________________________________________________
 SN0615  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0615  DYNAMIC HT  -         598.716 (meters)    1964.29  (feet)  COMP
 SN0615  MODELED GRAV-     980,666.9   (mgal)                       NAVD 88
 SN0615
 SN0615  VERT ORDER  -  SECOND    CLASS 0
 SN0615
 SN0615.The horizontal coordinates were scaled from a topographic map and have
 SN0615.an estimated accuracy of +/- 6 seconds.
 SN0615
 SN0615.The orthometric height was determined by differential leveling
 SN0615.and adjusted by the National Geodetic Survey in June 1991..
 SN0615
 SN0615.The geoid height was determined by GEOID03.
 SN0615
 SN0615.The dynamic height is computed by dividing the NAVD 88
 SN0615.geopotential number by the normal gravity value computed on the
 SN0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0615.degrees latitude (g = 980.6199 gals.).
 SN0615
 SN0615.The modeled gravity was interpolated from observed gravity values.
 SN0615
 SN0615;                    North         East    Units  Estimated Accuracy
 SN0615;SPC ND N     -    56,190.      538,680.      MT  (+/- 180 meters Scaled)
 SN0615
 SN0615                          SUPERSEDED SURVEY CONTROL
 SN0615
 SN0615  NGVD 29 (??/??/92)  598.259  (m)         1962.79   (f) ADJ UNCH    2 0
 SN0615
 SN0615.Superseded values are not recommended for survey control.
 SN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0615.See file dsdata.txt to determine how the superseded data were derived.
 SN0615
 SN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT257636(NAD 83)
 SN0615_MARKER: DD = SURVEY DISK
 SN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0615+STABILITY: SURFACE MOTION
 SN0615
 SN0615  HISTORY     - Date     Condition        Report By
 SN0615  HISTORY     - UNK      MONUMENTED       DOD
 SN0615  HISTORY     - 1946     GOOD             NGS
 SN0615  HISTORY     - 1959     MARK NOT FOUND   NGS
 SN0615
 SN0615                          STATION DESCRIPTION
 SN0615
 SN0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0615'10.2 MI NW FROM UNDERWOOD.
 SN0615'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0615'STATION AT UNDERWOOD, GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0615'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 6.6 MILES
 SN0615'ALONG THE EAST ACCESS ROAD TO SITE OF MARK, BENCH MARK IS 100.0 FEET
 SN0615'NORTH OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE
 SN0615'EAST-WEST ROAD, 33.0 FEET WEST OF THE CENTER LINE OF ROAD LEADING
 SN0615'NORTH, 46.0 FEET WEST OF A TELEPHONE POLE AND 2.0 FEET SOUTH OF A 2 X
 SN0615'4 IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 SN0615'WHICH PROJECTS 2 INCHES ABOVE GROUND.
 SN0615
 SN0615                          STATION RECOVERY (1959)
 SN0615
 SN0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SN0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0849 ***********************************************************************
 TG0849  DESIGNATION -  C 7
 TG0849  PID         -  TG0849
 TG0849  STATE/COUNTY-  ND/WILLIAMS
 TG0849  USGS QUAD   -  TIOGA (1979)
 TG0849
 TG0849                         *CURRENT SURVEY CONTROL
 TG0849  ___________________________________________________________________
 TG0849* NAD 83(1986)-  48 23 42.     (N)    102 56 20.     (W)     SCALED    
 TG0849* NAVD 88     -       685.731  (meters)    2249.77   (feet)  ADJUSTED  
 TG0849  ___________________________________________________________________
 TG0849  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG0849  DYNAMIC HT  -         685.822 (meters)    2250.07  (feet)  COMP
 TG0849  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 TG0849
 TG0849  VERT ORDER  -  FIRST     CLASS II
 TG0849
 TG0849.The horizontal coordinates were scaled from a topographic map and have
 TG0849.an estimated accuracy of +/- 6 seconds.
 TG0849
 TG0849.The orthometric height was determined by differential leveling
 TG0849.and adjusted by the National Geodetic Survey in June 1991..
 TG0849.WARNING-Repeat measurements at this control monument indicate possible
 TG0849.vertical movement.
 TG0849
 TG0849.The geoid height was determined by GEOID03.
 TG0849
 TG0849.The dynamic height is computed by dividing the NAVD 88
 TG0849.geopotential number by the normal gravity value computed on the
 TG0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0849.degrees latitude (g = 980.6199 gals.).
 TG0849
 TG0849.The modeled gravity was interpolated from observed gravity values.
 TG0849
 TG0849;                    North         East    Units  Estimated Accuracy
 TG0849;SPC ND N     -   157,960.      419,430.      MT  (+/- 180 meters Scaled)
 TG0849
 TG0849                          SUPERSEDED SURVEY CONTROL
 TG0849
 TG0849  NGVD 29 (??/??/92)  685.234  (m)         2248.14   (f) ADJ UNCH    1 2
 TG0849
 TG0849.Superseded values are not recommended for survey control.
 TG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0849.See file dsdata.txt to determine how the superseded data were derived.
 TG0849
 TG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP525622(NAD 83)
 TG0849_MARKER: DB = BENCH MARK DISK
 TG0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0849_SP_SET: BUILDING
 TG0849_STAMPING: ELEV 2248.217 FT C 7
 TG0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0849
 TG0849  HISTORY     - Date     Condition        Report By
 TG0849  HISTORY     - UNK      MONUMENTED       CGS
 TG0849  HISTORY     - 1963     GOOD             NGS
 TG0849
 TG0849                          STATION DESCRIPTION
 TG0849
 TG0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0849'IN TIOGA.
 TG0849'AT TIOGA, SET VERTICALLY IN THE EAST FACE OF THE EAST WALL OF A BRICK
 TG0849'BUILDING AT 102 MAIN STREET WHICH WAS FORMERLY THE TIOGA STATE BANK
 TG0849'BUILDING, 11.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AT
 TG0849'THE INTERSECTION OF MAIN STREET AND FIRST STREET, 3.0 FEET ABOVE THE
 TG0849'LEVEL OF A SIDEWALK, AND DIRECTLY UNDER THE CENTER OF A LARGE WINDOW,
 TG0849'S 27, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0743 ***********************************************************************
 SN0743  DESIGNATION -  C 7 B 1
 SN0743  PID         -  SN0743
 SN0743  STATE/COUNTY-  ND/MCLEAN
 SN0743  USGS QUAD   -  LAKE NETTIE (1980)
 SN0743
 SN0743                         *CURRENT SURVEY CONTROL
 SN0743  ___________________________________________________________________
 SN0743* NAD 83(1986)-  47 35 37.     (N)    101 04 49.     (W)     SCALED    
 SN0743* NAVD 88     -       574.303  (meters)    1884.19   (feet)  ADJUSTED  
 SN0743  ___________________________________________________________________
 SN0743  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0743  DYNAMIC HT  -         574.353 (meters)    1884.36  (feet)  COMP
 SN0743  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0743
 SN0743  VERT ORDER  -  SECOND    CLASS 0
 SN0743
 SN0743.The horizontal coordinates were scaled from a topographic map and have
 SN0743.an estimated accuracy of +/- 6 seconds.
 SN0743
 SN0743.The orthometric height was determined by differential leveling
 SN0743.and adjusted by the National Geodetic Survey in June 1991..
 SN0743
 SN0743.The geoid height was determined by GEOID03.
 SN0743
 SN0743.The dynamic height is computed by dividing the NAVD 88
 SN0743.geopotential number by the normal gravity value computed on the
 SN0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0743.degrees latitude (g = 980.6199 gals.).
 SN0743
 SN0743.The modeled gravity was interpolated from observed gravity values.
 SN0743
 SN0743;                    North         East    Units  Estimated Accuracy
 SN0743;SPC ND N     -    66,160.      556,360.      MT  (+/- 180 meters Scaled)
 SN0743
 SN0743                          SUPERSEDED SURVEY CONTROL
 SN0743
 SN0743  NGVD 29 (??/??/92)  573.89   (m)         1882.8    (f) COMPUTED    2 0
 SN0743
 SN0743.Superseded values are not recommended for survey control.
 SN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0743.See file dsdata.txt to determine how the superseded data were derived.
 SN0743
 SN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT436732(NAD 83)
 SN0743_MARKER: Z = SEE DESCRIPTION
 SN0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0743_SP_SET: CONCRETE PEDESTAL
 SN0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0743
 SN0743  HISTORY     - Date     Condition        Report By
 SN0743  HISTORY     - UNK      MONUMENTED       DOD
 SN0743  HISTORY     - 1962     GOOD             NGS
 SN0743
 SN0743                          STATION DESCRIPTION
 SN0743
 SN0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0743'10.7 MI NE FROM COLEHARBOR.
 SN0743'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0743'STATION AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0743'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0743'ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE
 SN0743'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTH-NORTHWEST
 SN0743'ACROSS A FIELD, ON THE SOUTHEAST SLOPE OF A SMALL HILL, 470 FEET WEST
 SN0743'OF THE CENTERLINE OF THE GRAVELED ROAD, A 1 1/2 X 4 FOOT CONCRETE
 SN0743'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0739 ***********************************************************************
 SN0739  DESIGNATION -  C 7 B 2
 SN0739  PID         -  SN0739
 SN0739  STATE/COUNTY-  ND/MCLEAN
 SN0739  USGS QUAD   -  LAKE NETTIE (1980)
 SN0739
 SN0739                         *CURRENT SURVEY CONTROL
 SN0739  ___________________________________________________________________
 SN0739* NAD 83(1986)-  47 35 28.     (N)    101 04 18.     (W)     SCALED    
 SN0739* NAVD 88     -       579.128  (meters)    1900.02   (feet)  ADJUSTED  
 SN0739  ___________________________________________________________________
 SN0739  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SN0739  DYNAMIC HT  -         579.180 (meters)    1900.19  (feet)  COMP
 SN0739  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SN0739
 SN0739  VERT ORDER  -  SECOND    CLASS 0
 SN0739
 SN0739.The horizontal coordinates were scaled from a topographic map and have
 SN0739.an estimated accuracy of +/- 6 seconds.
 SN0739
 SN0739.The orthometric height was determined by differential leveling
 SN0739.and adjusted by the National Geodetic Survey in June 1991..
 SN0739
 SN0739.The geoid height was determined by GEOID03.
 SN0739
 SN0739.The dynamic height is computed by dividing the NAVD 88
 SN0739.geopotential number by the normal gravity value computed on the
 SN0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0739.degrees latitude (g = 980.6199 gals.).
 SN0739
 SN0739.The modeled gravity was interpolated from observed gravity values.
 SN0739
 SN0739;                    North         East    Units  Estimated Accuracy
 SN0739;SPC ND N     -    65,880.      557,010.      MT  (+/- 180 meters Scaled)
 SN0739
 SN0739                          SUPERSEDED SURVEY CONTROL
 SN0739
 SN0739  NGVD 29 (??/??/92)  578.72   (m)         1898.7    (f) COMPUTED    2 0
 SN0739
 SN0739.Superseded values are not recommended for survey control.
 SN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0739.See file dsdata.txt to determine how the superseded data were derived.
 SN0739
 SN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT442729(NAD 83)
 SN0739_MARKER: Z = SEE DESCRIPTION
 SN0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0739_SP_SET: CONCRETE PEDESTAL
 SN0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0739
 SN0739  HISTORY     - Date     Condition        Report By
 SN0739  HISTORY     - UNK      MONUMENTED       DOD
 SN0739  HISTORY     - 1962     GOOD             NGS
 SN0739  HISTORY     - 1963     GOOD             NGS
 SN0739
 SN0739                          STATION DESCRIPTION
 SN0739
 SN0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0739'11.1 MI NE FROM COLEHARBOR.
 SN0739'ABOUT 0.1 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD STATION
 SN0739'AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 SN0739'MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A TRACK
 SN0739'ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH
 SN0739'ALONG A GRAVELED ROAD, THENCE 0.45 MILE NORTH-NORTHWEST ACROSS A
 SN0739'FIELD, THENCE 0.4 MILE EAST-SOUTHEAST ACROSS A FIELD, ON THE CREST OF
 SN0739'A SMALL RISE, ABOUT 0.25 MILE EAST-NORTHEAST OF SITE C 7, A 1 1/2 X 4
 SN0739'FOOT CONCRETE PEDESTAL WITH TRIBRACH. NOTE-- CENTER OF THE TRIBRACH
 SN0739'WAS HELD.
 SN0739
 SN0739                          STATION RECOVERY (1963)
 SN0739
 SN0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0741 ***********************************************************************
 SN0741  DESIGNATION -  C 7 Z
 SN0741  PID         -  SN0741
 SN0741  STATE/COUNTY-  ND/MCLEAN
 SN0741  USGS QUAD   -  LAKE NETTIE (1980)
 SN0741
 SN0741                         *CURRENT SURVEY CONTROL
 SN0741  ___________________________________________________________________
 SN0741* NAD 83(1986)-  47 35 54.     (N)    101 04 43.     (W)     SCALED    
 SN0741* NAVD 88     -       575.669  (meters)    1888.67   (feet)  ADJUSTED  
 SN0741  ___________________________________________________________________
 SN0741  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0741  DYNAMIC HT  -         575.720 (meters)    1888.84  (feet)  COMP
 SN0741  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SN0741
 SN0741  VERT ORDER  -  SECOND    CLASS 0
 SN0741
 SN0741.The horizontal coordinates were scaled from a topographic map and have
 SN0741.an estimated accuracy of +/- 6 seconds.
 SN0741
 SN0741.The orthometric height was determined by differential leveling
 SN0741.and adjusted by the National Geodetic Survey in June 1991..
 SN0741
 SN0741.The geoid height was determined by GEOID03.
 SN0741
 SN0741.The dynamic height is computed by dividing the NAVD 88
 SN0741.geopotential number by the normal gravity value computed on the
 SN0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0741.degrees latitude (g = 980.6199 gals.).
 SN0741
 SN0741.The modeled gravity was interpolated from observed gravity values.
 SN0741
 SN0741;                    North         East    Units  Estimated Accuracy
 SN0741;SPC ND N     -    66,690.      556,490.      MT  (+/- 180 meters Scaled)
 SN0741
 SN0741                          SUPERSEDED SURVEY CONTROL
 SN0741
 SN0741  NGVD 29 (??/??/92)  575.26   (m)         1887.3    (f) COMPUTED    2 0
 SN0741
 SN0741.Superseded values are not recommended for survey control.
 SN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0741.See file dsdata.txt to determine how the superseded data were derived.
 SN0741
 SN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437737(NAD 83)
 SN0741_MARKER: DS = TRIANGULATION STATION DISK
 SN0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0741_STAMPING: C 7 Z 1962
 SN0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0741+STABILITY: SURFACE MOTION
 SN0741
 SN0741  HISTORY     - Date     Condition        Report By
 SN0741  HISTORY     - 1962     MONUMENTED       CGS
 SN0741
 SN0741                          STATION DESCRIPTION
 SN0741
 SN0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0741'10.95 MI NE FROM COLEHARBOR.
 SN0741'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0741'STATION AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0741'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0741'ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE
 SN0741'1.7 MILES NORTH ALONG A GRAVELED ROAD, ON THE CREST OF A SMALL HILL,
 SN0741'56 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 26.0 FEET
 SN0741'EAST-NORTHEAST OF R.M. 2, 26.0 FEET SOUTH OF R.M. 1, 10.0 FEET WEST OF
 SN0741'A WITNESS POST, 11 FEET WEST OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL
 SN0741'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0741'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0740 ***********************************************************************
 SN0740  DESIGNATION -  C 7 Z RM 1
 SN0740  PID         -  SN0740
 SN0740  STATE/COUNTY-  ND/MCLEAN
 SN0740  USGS QUAD   -  LAKE NETTIE (1980)
 SN0740
 SN0740                         *CURRENT SURVEY CONTROL
 SN0740  ___________________________________________________________________
 SN0740* NAD 83(1986)-  47 35 53.     (N)    101 04 44.     (W)     SCALED    
 SN0740* NAVD 88     -       575.457  (meters)    1887.98   (feet)  ADJUSTED  
 SN0740  ___________________________________________________________________
 SN0740  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0740  DYNAMIC HT  -         575.508 (meters)    1888.15  (feet)  COMP
 SN0740  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SN0740
 SN0740  VERT ORDER  -  SECOND    CLASS 0
 SN0740
 SN0740.The horizontal coordinates were scaled from a topographic map and have
 SN0740.an estimated accuracy of +/- 6 seconds.
 SN0740
 SN0740.The orthometric height was determined by differential leveling
 SN0740.and adjusted by the National Geodetic Survey in June 1991..
 SN0740
 SN0740.The geoid height was determined by GEOID03.
 SN0740
 SN0740.The dynamic height is computed by dividing the NAVD 88
 SN0740.geopotential number by the normal gravity value computed on the
 SN0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0740.degrees latitude (g = 980.6199 gals.).
 SN0740
 SN0740.The modeled gravity was interpolated from observed gravity values.
 SN0740
 SN0740;                    North         East    Units  Estimated Accuracy
 SN0740;SPC ND N     -    66,660.      556,470.      MT  (+/- 180 meters Scaled)
 SN0740
 SN0740                          SUPERSEDED SURVEY CONTROL
 SN0740
 SN0740  NGVD 29 (??/??/92)  575.05   (m)         1886.6    (f) COMPUTED    2 0
 SN0740
 SN0740.Superseded values are not recommended for survey control.
 SN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0740.See file dsdata.txt to determine how the superseded data were derived.
 SN0740
 SN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437737(NAD 83)
 SN0740_MARKER: DR = REFERENCE MARK DISK
 SN0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0740_STAMPING: C 7 Z NO 1 1962
 SN0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0740+STABILITY: SURFACE MOTION
 SN0740
 SN0740  HISTORY     - Date     Condition        Report By
 SN0740  HISTORY     - 1962     MONUMENTED       CGS
 SN0740
 SN0740                          STATION DESCRIPTION
 SN0740
 SN0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0740'10.95 MI NE FROM COLEHARBOR.
 SN0740'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0740'STATION AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0740'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SN0740'ALONG A TRACK ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE
 SN0740'1.7 MILES NORTH ALONG A GRAVELED ROAD, ON THE CREST OF A SMALL HILL,
 SN0740'56 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 42.0 FEET
 SN0740'NORTHEAST OF R.M. 2, 26.0 FEET NORTH OF THE STATION MARK C 7 Z 1962,
 SN0740'11 FEET WEST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SN0740'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0742 ***********************************************************************
 SN0742  DESIGNATION -  C 7 Z RM 2
 SN0742  PID         -  SN0742
 SN0742  STATE/COUNTY-  ND/MCLEAN
 SN0742  USGS QUAD   -  LAKE NETTIE (1980)
 SN0742
 SN0742                         *CURRENT SURVEY CONTROL
 SN0742  ___________________________________________________________________
 SN0742* NAD 83(1986)-  47 35 53.     (N)    101 04 44.     (W)     SCALED    
 SN0742* NAVD 88     -       575.569  (meters)    1888.35   (feet)  ADJUSTED  
 SN0742  ___________________________________________________________________
 SN0742  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0742  DYNAMIC HT  -         575.620 (meters)    1888.51  (feet)  COMP
 SN0742  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 SN0742
 SN0742  VERT ORDER  -  SECOND    CLASS 0
 SN0742
 SN0742.The horizontal coordinates were scaled from a topographic map and have
 SN0742.an estimated accuracy of +/- 6 seconds.
 SN0742
 SN0742.The orthometric height was determined by differential leveling
 SN0742.and adjusted by the National Geodetic Survey in June 1991..
 SN0742
 SN0742.The geoid height was determined by GEOID03.
 SN0742
 SN0742.The dynamic height is computed by dividing the NAVD 88
 SN0742.geopotential number by the normal gravity value computed on the
 SN0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0742.degrees latitude (g = 980.6199 gals.).
 SN0742
 SN0742.The modeled gravity was interpolated from observed gravity values.
 SN0742
 SN0742;                    North         East    Units  Estimated Accuracy
 SN0742;SPC ND N     -    66,660.      556,470.      MT  (+/- 180 meters Scaled)
 SN0742
 SN0742                          SUPERSEDED SURVEY CONTROL
 SN0742
 SN0742  NGVD 29 (??/??/92)  575.16   (m)         1887.0    (f) COMPUTED    2 0
 SN0742
 SN0742.Superseded values are not recommended for survey control.
 SN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0742.See file dsdata.txt to determine how the superseded data were derived.
 SN0742
 SN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437737(NAD 83)
 SN0742_MARKER: DR = REFERENCE MARK DISK
 SN0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0742_STAMPING: C 7 Z NO 1 1962
 SN0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0742+STABILITY: SURFACE MOTION
 SN0742
 SN0742  HISTORY     - Date     Condition        Report By
 SN0742  HISTORY     - 1962     MONUMENTED       CGS
 SN0742
 SN0742                          STATION DESCRIPTION
 SN0742
 SN0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0742'10.95 MI NE FROM COLEHARBOR.
 SN0742'ABOUT 0.25 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0742'AT COLEHARBOR, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 SN0742'MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A TRACK
 SN0742'ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD, THENCE 1.7 MILES NORTH
 SN0742'ALONG A GRAVELED ROAD, 42.0 FEET SOUTHWEST OF R.M. 1, 26 FEET
 SN0742'WEST-SOUTHWEST OF C 7 Z 1962, AND SET IN THE TOP OF A CONCRETE POST
 SN0742'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0953 ***********************************************************************
 SM0953  DESIGNATION -  C 70
 SM0953  PID         -  SM0953
 SM0953  STATE/COUNTY-  ND/WELLS
 SM0953  USGS QUAD   -  MANFRED SW (1986)
 SM0953
 SM0953                         *CURRENT SURVEY CONTROL
 SM0953  ___________________________________________________________________
 SM0953* NAD 83(1986)-  47 30 57.     (N)    099 55 31.     (W)     SCALED    
 SM0953* NAVD 88     -       552.071  (meters)    1811.25   (feet)  ADJUSTED  
 SM0953  ___________________________________________________________________
 SM0953  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 SM0953  DYNAMIC HT  -         552.121 (meters)    1811.42  (feet)  COMP
 SM0953  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SM0953
 SM0953  VERT ORDER  -  SECOND    CLASS 0
 SM0953
 SM0953.The horizontal coordinates were scaled from a topographic map and have
 SM0953.an estimated accuracy of +/- 6 seconds.
 SM0953
 SM0953.The orthometric height was determined by differential leveling
 SM0953.and adjusted by the National Geodetic Survey in June 1991..
 SM0953
 SM0953.The geoid height was determined by GEOID03.
 SM0953
 SM0953.The dynamic height is computed by dividing the NAVD 88
 SM0953.geopotential number by the normal gravity value computed on the
 SM0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0953.degrees latitude (g = 980.6199 gals.).
 SM0953
 SM0953.The modeled gravity was interpolated from observed gravity values.
 SM0953
 SM0953;                    North         East    Units  Estimated Accuracy
 SM0953;SPC ND N     -    57,510.      643,290.      MT  (+/- 180 meters Scaled)
 SM0953
 SM0953                          SUPERSEDED SURVEY CONTROL
 SM0953
 SM0953  NGVD 29 (??/??/92)  551.663  (m)         1809.91   (f) ADJ UNCH    2 0
 SM0953
 SM0953.Superseded values are not recommended for survey control.
 SM0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0953.See file dsdata.txt to determine how the superseded data were derived.
 SM0953
 SM0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT303629(NAD 83)
 SM0953_MARKER: DB = BENCH MARK DISK
 SM0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0953_STAMPING: C-70 -- 1934
 SM0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0953+STABILITY: SURFACE MOTION
 SM0953
 SM0953  HISTORY     - Date     Condition        Report By
 SM0953  HISTORY     - 1934     MONUMENTED       CGS
 SM0953  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0953
 SM0953                          STATION DESCRIPTION
 SM0953
 SM0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0953'4.3 MI N FROM HURDSFIELD.
 SM0953'4.3 MILES NORTH ALONG STATE HIGHWAY 3 FROM HURDSFIELD, WELLS COUNTY,
 SM0953'AT THE INTERSECTION OF A FARM ROAD, 41 FEET EAST OF THE CENTERLINE OF
 SM0953'THE HIGHWAY, 35 FEET NORTH OF THE FARM ROAD, 22 FEET NORTH OF A
 SM0953'RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.  A STANDARD
 SM0953'DISK, STAMPED C 70 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0953'PROJECTING 8 INCHES ABOVE GROUND.
 SM0953
 SM0953                          STATION RECOVERY (1960)
 SM0953
 SM0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0901 ***********************************************************************
 SM0901  DESIGNATION -  C 71
 SM0901  PID         -  SM0901
 SM0901  STATE/COUNTY-  ND/KIDDER
 SM0901  USGS QUAD   -  TUTTLE SW (1986)
 SM0901
 SM0901                         *CURRENT SURVEY CONTROL
 SM0901  ___________________________________________________________________
 SM0901* NAD 83(1986)-  47 01 28.     (N)    099 56 46.     (W)     SCALED    
 SM0901* NAVD 88     -       553.563  (meters)    1816.15   (feet)  ADJUSTED  
 SM0901  ___________________________________________________________________
 SM0901  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM0901  DYNAMIC HT  -         553.584 (meters)    1816.22  (feet)  COMP
 SM0901  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 SM0901
 SM0901  VERT ORDER  -  SECOND    CLASS 0
 SM0901
 SM0901.The horizontal coordinates were scaled from a topographic map and have
 SM0901.an estimated accuracy of +/- 6 seconds.
 SM0901
 SM0901.The orthometric height was determined by differential leveling
 SM0901.and adjusted by the National Geodetic Survey in June 1991..
 SM0901
 SM0901.The geoid height was determined by GEOID03.
 SM0901
 SM0901.The dynamic height is computed by dividing the NAVD 88
 SM0901.geopotential number by the normal gravity value computed on the
 SM0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0901.degrees latitude (g = 980.6199 gals.).
 SM0901
 SM0901.The modeled gravity was interpolated from observed gravity values.
 SM0901
 SM0901;                    North         East    Units  Estimated Accuracy
 SM0901;SPC ND S     -   151,080.      642,110.      MT  (+/- 180 meters Scaled)
 SM0901
 SM0901                          SUPERSEDED SURVEY CONTROL
 SM0901
 SM0901  NGVD 29 (??/??/92)  553.145  (m)         1814.78   (f) ADJ UNCH    2 0
 SM0901
 SM0901.Superseded values are not recommended for survey control.
 SM0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0901.See file dsdata.txt to determine how the superseded data were derived.
 SM0901
 SM0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT281083(NAD 83)
 SM0901_MARKER: DB = BENCH MARK DISK
 SM0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0901_STAMPING: C-71 -- 1934
 SM0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0901+STABILITY: SURFACE MOTION
 SM0901
 SM0901  HISTORY     - Date     Condition        Report By
 SM0901  HISTORY     - 1934     MONUMENTED       CGS
 SM0901  HISTORY     - 1959     GOOD             NGS
 SM0901
 SM0901                          STATION DESCRIPTION
 SM0901
 SM0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0901'12.9 MI N FROM STEELE.
 SM0901'C-71 IS LOCATED 12.9 MILES NORTH OF STEELE.  12 MILES NORTH OF
 SM0901'JUNCTION OF ROADS US NO. 1 AND STATE NO. 3 31 FEET WEST OF CENTERLINE
 SM0901'OF STATE ROAD 3.  26 FEET SOUTH OF 18 IN. CORRUGATED IRON CULVERT. 15
 SM0901'FEET SOUTH OF CORNER OF FENCE.  22.5 FEET NORTHWEST OF DOUBLE 2 FOOT
 SM0901'CONCRETE CULVERT.  1 FOOT EAST OF R/W FENCE.  STANDARD TABLET SET IN
 SM0901'CONCRETE POST 8IN. HIGH.
 SM0901
 SM0901                          STATION RECOVERY (1959)
 SM0901
 SM0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SM0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0902 ***********************************************************************
 SM0902  DESIGNATION -  C 71 RESET
 SM0902  PID         -  SM0902
 SM0902  STATE/COUNTY-  ND/KIDDER
 SM0902  USGS QUAD   -  TUTTLE SW (1986)
 SM0902
 SM0902                         *CURRENT SURVEY CONTROL
 SM0902  ___________________________________________________________________
 SM0902* NAD 83(1986)-  47 01 28.     (N)    099 56 46.     (W)     SCALED    
 SM0902* NAVD 88     -       553.44   (+/-2cm)    1815.7    (feet)  VERTCON   
 SM0902  ___________________________________________________________________
 SM0902  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 SM0902
 SM0902  VERT ORDER  -  THIRD (See Below)
 SM0902
 SM0902.The horizontal coordinates were scaled from a topographic map and have
 SM0902.an estimated accuracy of +/- 6 seconds.
 SM0902
 SM0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0902.The vertical order pertains to the NGVD 29 superseded value.
 SM0902
 SM0902.The geoid height was determined by GEOID03.
 SM0902
 SM0902;                    North         East    Units  Estimated Accuracy
 SM0902;SPC ND S     -   151,080.      642,110.      MT  (+/- 180 meters Scaled)
 SM0902
 SM0902                          SUPERSEDED SURVEY CONTROL
 SM0902
 SM0902  NGVD 29 (??/??/??)  553.02   (m)         1814.4    (f) RESET       3  
 SM0902
 SM0902.Superseded values are not recommended for survey control.
 SM0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0902.See file dsdata.txt to determine how the superseded data were derived.
 SM0902
 SM0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT281083(NAD 83)
 SM0902_MARKER: DB = BENCH MARK DISK
 SM0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0902_STAMPING: C 71 RESET 1953
 SM0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0902+STABILITY: SURFACE MOTION
 SM0902
 SM0902  HISTORY     - Date     Condition        Report By
 SM0902  HISTORY     - 1953     MONUMENTED       NDHD
 SM0902  HISTORY     - 1959     GOOD             NGS
 SM0902
 SM0902                          STATION DESCRIPTION
 SM0902
 SM0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SM0902'12.9 MI NW FROM STEELE.
 SM0902'0.9 MILE WEST ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 SM0902'STATION AT STEELE, KIDDER COUNTY, THENCE 12.0 MILES NORTH ALONG STATE
 SM0902'HIGHWAY 3.  AT A SECTION-LINE ROAD INTERSECTION, 160 FEET WEST OF THE
 SM0902'CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTERLINE OF THE
 SM0902'ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED C 71
 SM0902'RESET 1953 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 SM0902'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0814 ***********************************************************************
 SM0814  DESIGNATION -  C 72
 SM0814  PID         -  SM0814
 SM0814  STATE/COUNTY-  ND/FOSTER
 SM0814  USGS QUAD   -  CARRINGTON WEST (1986)
 SM0814
 SM0814                         *CURRENT SURVEY CONTROL
 SM0814  ___________________________________________________________________
 SM0814* NAD 83(1986)-  47 26 58.     (N)    099 07 34.     (W)     SCALED    
 SM0814* NAVD 88     -       484.274  (meters)    1588.82   (feet)  ADJUSTED  
 SM0814  ___________________________________________________________________
 SM0814  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM0814  DYNAMIC HT  -         484.323 (meters)    1588.98  (feet)  COMP
 SM0814  MODELED GRAV-     980,699.6   (mgal)                       NAVD 88
 SM0814
 SM0814  VERT ORDER  -  FIRST     CLASS II
 SM0814
 SM0814.The horizontal coordinates were scaled from a topographic map and have
 SM0814.an estimated accuracy of +/- 6 seconds.
 SM0814
 SM0814.The orthometric height was determined by differential leveling
 SM0814.and adjusted by the National Geodetic Survey in June 1991..
 SM0814
 SM0814.The geoid height was determined by GEOID03.
 SM0814
 SM0814.The dynamic height is computed by dividing the NAVD 88
 SM0814.geopotential number by the normal gravity value computed on the
 SM0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0814.degrees latitude (g = 980.6199 gals.).
 SM0814
 SM0814.The modeled gravity was interpolated from observed gravity values.
 SM0814
 SM0814;                    North         East    Units  Estimated Accuracy
 SM0814;SPC ND N     -    50,890.      703,610.      MT  (+/- 180 meters Scaled)
 SM0814
 SM0814                          SUPERSEDED SURVEY CONTROL
 SM0814
 SM0814  NGVD 29 (??/??/92)  483.858  (m)         1587.46   (f) ADJ UNCH    1 2
 SM0814
 SM0814.Superseded values are not recommended for survey control.
 SM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0814.See file dsdata.txt to determine how the superseded data were derived.
 SM0814
 SM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT904551(NAD 83)
 SM0814_MARKER: DB = BENCH MARK DISK
 SM0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0814_STAMPING: 1587.457 C 72 1934
 SM0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0814+STABILITY: SURFACE MOTION
 SM0814
 SM0814  HISTORY     - Date     Condition        Report By
 SM0814  HISTORY     - 1934     MONUMENTED       CGS
 SM0814  HISTORY     - 1948     GOOD             NGS
 SM0814  HISTORY     - 1960     GOOD             NGS
 SM0814  HISTORY     - 1982     MARK NOT FOUND   NGS
 SM0814
 SM0814                          STATION DESCRIPTION
 SM0814
 SM0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SM0814'IN CARRINGTON.
 SM0814'AT CARRINGTON, FOSTER COUNTY, ON MAIN STREET, AT THE INTERSECTION OF
 SM0814'CENTRAL STREET, 36.8 FEET WEST OF THE WEST CURB OF CENTRAL STREET, 10
 SM0814'FEET EAST OF THE DRINKING FOUNTAIN, AND 9.3 FEET SOUTH OF THE SOUTH
 SM0814'CURB OF MAIN STREET.  A STANDARD DISK, STAMPED 1587.457 C 72 1934 AND
 SM0814'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 SM0814'GROUND.
 SM0814
 SM0814                          STATION RECOVERY (1960)
 SM0814
 SM0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0814'RECOVERED IN GOOD CONDITION.
 SM0814
 SM0814                          STATION RECOVERY (1982)
 SM0814
 SM0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0814'NOT RECOVERED, PROBABLY DESTROYED WHEN POLICE STATION WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0782 ***********************************************************************
 SM0782  DESIGNATION -  C 73
 SM0782  PID         -  SM0782
 SM0782  STATE/COUNTY-  ND/BENSON
 SM0782  USGS QUAD   -  OBERON (1986)
 SM0782
 SM0782                         *CURRENT SURVEY CONTROL
 SM0782  ___________________________________________________________________
 SM0782* NAD 83(1986)-  47 59 33.     (N)    099 13 01.     (W)     SCALED    
 SM0782* NAVD 88     -       478.478  (meters)    1569.81   (feet)  ADJUSTED  
 SM0782  ___________________________________________________________________
 SM0782  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM0782  DYNAMIC HT  -         478.551 (meters)    1570.05  (feet)  COMP
 SM0782  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 SM0782
 SM0782  VERT ORDER  -  FIRST     CLASS II
 SM0782
 SM0782.The horizontal coordinates were scaled from a topographic map and have
 SM0782.an estimated accuracy of +/- 6 seconds.
 SM0782
 SM0782.The orthometric height was determined by differential leveling
 SM0782.and adjusted by the National Geodetic Survey in June 1991..
 SM0782
 SM0782.The geoid height was determined by GEOID03.
 SM0782
 SM0782.The dynamic height is computed by dividing the NAVD 88
 SM0782.geopotential number by the normal gravity value computed on the
 SM0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0782.degrees latitude (g = 980.6199 gals.).
 SM0782
 SM0782.The modeled gravity was interpolated from observed gravity values.
 SM0782
 SM0782;                    North         East    Units  Estimated Accuracy
 SM0782;SPC ND N     -   111,150.      695,750.      MT  (+/- 180 meters Scaled)
 SM0782
 SM0782                          SUPERSEDED SURVEY CONTROL
 SM0782
 SM0782  NGVD 29 (??/??/92)  478.100  (m)         1568.57   (f) ADJ UNCH    1 2
 SM0782
 SM0782.Superseded values are not recommended for survey control.
 SM0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0782.See file dsdata.txt to determine how the superseded data were derived.
 SM0782
 SM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU838154(NAD 83)
 SM0782_MARKER: DB = BENCH MARK DISK
 SM0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0782_STAMPING: C 73 1934
 SM0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0782+STABILITY: SURFACE MOTION
 SM0782
 SM0782  HISTORY     - Date     Condition        Report By
 SM0782  HISTORY     - 1934     MONUMENTED       CGS
 SM0782  HISTORY     - 1952     GOOD             NGS
 SM0782  HISTORY     - 1982     MARK NOT FOUND   NGS
 SM0782
 SM0782                          STATION DESCRIPTION
 SM0782
 SM0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 SM0782'4.8 MI N FROM OBERON.
 SM0782'4.8 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM OBERON, BENSON
 SM0782'COUNTY, 0.2 MILE NORTH OF MILEPOST 83, AT A ROAD CROSSING, 85 FEET
 SM0782'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 38 FEET EAST OF THE
 SM0782'CENTERLINE OF THE MAIN TRACK, AND 10.5 FEET SOUTH OF A POLE. A
 SM0782'STANDARD DISK, STAMPED C 73 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0782'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 SM0782
 SM0782                          STATION RECOVERY (1982)
 SM0782
 SM0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0782'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0528 ***********************************************************************
 SM0528  DESIGNATION -  C 74
 SM0528  PID         -  SM0528
 SM0528  STATE/COUNTY-  ND/GRIGGS
 SM0528  USGS QUAD   -  GLENFIELD (1951)
 SM0528
 SM0528                         *CURRENT SURVEY CONTROL
 SM0528  ___________________________________________________________________
 SM0528* NAD 83(1986)-  47 25 41.     (N)    098 30 22.     (W)     SCALED    
 SM0528* NAVD 88     -       452.641  (meters)    1485.04   (feet)  ADJUSTED  
 SM0528  ___________________________________________________________________
 SM0528  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM0528  DYNAMIC HT  -         452.689 (meters)    1485.20  (feet)  COMP
 SM0528  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 SM0528
 SM0528  VERT ORDER  -  SECOND    CLASS 0
 SM0528
 SM0528.The horizontal coordinates were scaled from a topographic map and have
 SM0528.an estimated accuracy of +/- 6 seconds.
 SM0528
 SM0528.The orthometric height was determined by differential leveling
 SM0528.and adjusted by the National Geodetic Survey in June 1991..
 SM0528
 SM0528.The geoid height was determined by GEOID03.
 SM0528
 SM0528.The dynamic height is computed by dividing the NAVD 88
 SM0528.geopotential number by the normal gravity value computed on the
 SM0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0528.degrees latitude (g = 980.6199 gals.).
 SM0528
 SM0528.The modeled gravity was interpolated from observed gravity values.
 SM0528
 SM0528;                    North         East    Units  Estimated Accuracy
 SM0528;SPC ND N     -    49,540.      750,420.      MT  (+/- 180 meters Scaled)
 SM0528
 SM0528                          SUPERSEDED SURVEY CONTROL
 SM0528
 SM0528  NGVD 29 (??/??/92)  452.280  (m)         1483.86   (f) ADJ UNCH    2 0
 SM0528
 SM0528.Superseded values are not recommended for survey control.
 SM0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0528.See file dsdata.txt to determine how the superseded data were derived.
 SM0528
 SM0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT372528(NAD 83)
 SM0528_MARKER: DB = BENCH MARK DISK
 SM0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0528_STAMPING: C 74 1934
 SM0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0528+STABILITY: SURFACE MOTION
 SM0528
 SM0528  HISTORY     - Date     Condition        Report By
 SM0528  HISTORY     - 1934     MONUMENTED       CGS
 SM0528  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0528
 SM0528                          STATION DESCRIPTION
 SM0528
 SM0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0528'3.5 MI NW FROM SUTTON.
 SM0528'IN GRIGGS COUNTY, 3.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY
 SM0528'FROM THE STATION AT SUTTON, GRIGGS COUNTY, 3.3 MILES SOUTHEAST OF THE
 SM0528'STATION AT GLENFIELD, FOSTER COUNTY, 3 POLES SOUTHEAST OF MILEPOST 90,
 SM0528'AT A ROAD CROSSING, 50.2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 31
 SM0528'FEET NORTH OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED C
 SM0528'74 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 SM0528'ABOVE GROUND.
 SM0528
 SM0528                          STATION RECOVERY (1960)
 SM0528
 SM0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0806 ***********************************************************************
 SM0806  DESIGNATION -  C 75
 SM0806  PID         -  SM0806
 SM0806  STATE/COUNTY-  ND/WELLS
 SM0806  USGS QUAD   -  SYKESTON (1986)
 SM0806
 SM0806                         *CURRENT SURVEY CONTROL
 SM0806  ___________________________________________________________________
 SM0806* NAD 83(1986)-  47 27 56.     (N)    099 26 12.     (W)     SCALED    
 SM0806* NAVD 88     -       503.744  (meters)    1652.70   (feet)  ADJUSTED  
 SM0806  ___________________________________________________________________
 SM0806  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 SM0806  DYNAMIC HT  -         503.798 (meters)    1652.88  (feet)  COMP
 SM0806  MODELED GRAV-     980,704.2   (mgal)                       NAVD 88
 SM0806
 SM0806  VERT ORDER  -  SECOND    CLASS 0
 SM0806
 SM0806.The horizontal coordinates were scaled from a topographic map and have
 SM0806.an estimated accuracy of +/- 6 seconds.
 SM0806
 SM0806.The orthometric height was determined by differential leveling
 SM0806.and adjusted by the National Geodetic Survey in June 1991..
 SM0806
 SM0806.The geoid height was determined by GEOID03.
 SM0806
 SM0806.The dynamic height is computed by dividing the NAVD 88
 SM0806.geopotential number by the normal gravity value computed on the
 SM0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0806.degrees latitude (g = 980.6199 gals.).
 SM0806
 SM0806.The modeled gravity was interpolated from observed gravity values.
 SM0806
 SM0806;                    North         East    Units  Estimated Accuracy
 SM0806;SPC ND N     -    52,310.      680,170.      MT  (+/- 180 meters Scaled)
 SM0806
 SM0806                          SUPERSEDED SURVEY CONTROL
 SM0806
 SM0806  NGVD 29 (??/??/92)  503.337  (m)         1651.36   (f) ADJ UNCH    2 0
 SM0806
 SM0806.Superseded values are not recommended for survey control.
 SM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0806.See file dsdata.txt to determine how the superseded data were derived.
 SM0806
 SM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT670569(NAD 83)
 SM0806_MARKER: DB = BENCH MARK DISK
 SM0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0806_STAMPING: C 75 1934
 SM0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0806+STABILITY: SURFACE MOTION
 SM0806
 SM0806  HISTORY     - Date     Condition        Report By
 SM0806  HISTORY     - 1934     MONUMENTED       CGS
 SM0806  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0806
 SM0806                          STATION DESCRIPTION
 SM0806
 SM0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0806'1.5 MI W FROM SYKESTON.
 SM0806'1.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0806'SYKESTON, WELLS COUNTY, AT A ROAD CROSSING, 44 FEET EAST OF THE
 SM0806'CENTERLINE OF THE ROAD, 42.1 FEET SOUTH OF THE SOUTH RAIL, AND 5.1
 SM0806'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 75
 SM0806'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 SM0806'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0080 ***********************************************************************
 SN0080  DESIGNATION -  C 76
 SN0080  PID         -  SN0080
 SN0080  STATE/COUNTY-  ND/SHERIDAN
 SN0080  USGS QUAD   -  DENHOFF (1960)
 SN0080
 SN0080                         *CURRENT SURVEY CONTROL
 SN0080  ___________________________________________________________________
 SN0080* NAD 83(1986)-  47 29 40.     (N)    100 22 25.     (W)     SCALED    
 SN0080* NAVD 88     -       591.371  (meters)    1940.19   (feet)  ADJUSTED  
 SN0080  ___________________________________________________________________
 SN0080  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SN0080  DYNAMIC HT  -         591.422 (meters)    1940.36  (feet)  COMP
 SN0080  MODELED GRAV-     980,678.2   (mgal)                       NAVD 88
 SN0080
 SN0080  VERT ORDER  -  SECOND    CLASS 0
 SN0080
 SN0080.The horizontal coordinates were scaled from a topographic map and have
 SN0080.an estimated accuracy of +/- 6 seconds.
 SN0080
 SN0080.The orthometric height was determined by differential leveling
 SN0080.and adjusted by the National Geodetic Survey in June 1991..
 SN0080
 SN0080.The geoid height was determined by GEOID03.
 SN0080
 SN0080.The dynamic height is computed by dividing the NAVD 88
 SN0080.geopotential number by the normal gravity value computed on the
 SN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0080.degrees latitude (g = 980.6199 gals.).
 SN0080
 SN0080.The modeled gravity was interpolated from observed gravity values.
 SN0080
 SN0080;                    North         East    Units  Estimated Accuracy
 SN0080;SPC ND N     -    54,980.      609,520.      MT  (+/- 180 meters Scaled)
 SN0080
 SN0080                          SUPERSEDED SURVEY CONTROL
 SN0080
 SN0080  NGVD 29 (??/??/92)  590.968  (m)         1938.87   (f) ADJ UNCH    2 0
 SN0080
 SN0080.Superseded values are not recommended for survey control.
 SN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0080.See file dsdata.txt to determine how the superseded data were derived.
 SN0080
 SN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT965610(NAD 83)
 SN0080_MARKER: DB = BENCH MARK DISK
 SN0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0080_STAMPING: C 76 1934
 SN0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0080+STABILITY: SURFACE MOTION
 SN0080
 SN0080  HISTORY     - Date     Condition        Report By
 SN0080  HISTORY     - 1934     MONUMENTED       CGS
 SN0080  HISTORY     - 1958     GOOD             NGS
 SN0080
 SN0080                          STATION DESCRIPTION
 SN0080
 SN0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0080'3.4 MI E FROM MCCLUSKY.
 SN0080'3.4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0080'MCCLUSKEY, SHERIDAN COUNTY, 104 FEET EAST OF A ROAD CROSSING, 27.6
 SN0080'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND 10 FEET WEST OF A
 SN0080'POLE.  A STANDARD DISK, STAMPED C 76 1934 AND SET IN THE TOP OF A
 SN0080'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THE ROAD
 SN0080'CROSSING NEAR THE MARK IS SELDOM USED AS THE SECTION LINE ROAD IS NOT
 SN0080'OPEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0816 ***********************************************************************
 SN0816  DESIGNATION -  C 77 RESET
 SN0816  PID         -  SN0816
 SN0816  STATE/COUNTY-  ND/MCLEAN
 SN0816  USGS QUAD   -  WASHBURN NE (1980)
 SN0816
 SN0816                         *CURRENT SURVEY CONTROL
 SN0816  ___________________________________________________________________
 SN0816* NAD 83(1986)-  47 27 31.     (N)    101 06 01.     (W)     SCALED    
 SN0816* NAVD 88     -       625.369  (meters)    2051.73   (feet)  ADJUSTED  
 SN0816  ___________________________________________________________________
 SN0816  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SN0816  DYNAMIC HT  -         625.416 (meters)    2051.89  (feet)  COMP
 SN0816  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 SN0816
 SN0816  VERT ORDER  -  FIRST     CLASS II
 SN0816
 SN0816.The horizontal coordinates were scaled from a topographic map and have
 SN0816.an estimated accuracy of +/- 6 seconds.
 SN0816
 SN0816.The orthometric height was determined by differential leveling
 SN0816.and adjusted by the National Geodetic Survey in June 1991..
 SN0816
 SN0816.The geoid height was determined by GEOID03.
 SN0816
 SN0816.The dynamic height is computed by dividing the NAVD 88
 SN0816.geopotential number by the normal gravity value computed on the
 SN0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0816.degrees latitude (g = 980.6199 gals.).
 SN0816
 SN0816.The modeled gravity was interpolated from observed gravity values.
 SN0816
 SN0816;                    North         East    Units  Estimated Accuracy
 SN0816;SPC ND N     -    51,170.      554,740.      MT  (+/- 180 meters Scaled)
 SN0816
 SN0816                          SUPERSEDED SURVEY CONTROL
 SN0816
 SN0816.No superseded survey control is available for this station.
 SN0816
 SN0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT417582(NAD 83)
 SN0816_MARKER: DB = BENCH MARK DISK
 SN0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0816_STAMPING: C 77 RESET 1942
 SN0816_MARK LOGO: CGS   
 SN0816_PROJECTION: FLUSH
 SN0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0816+STABILITY: SURFACE MOTION
 SN0816
 SN0816  HISTORY     - Date     Condition        Report By
 SN0816  HISTORY     - 1942     MONUMENTED       CGS
 SN0816  HISTORY     - 1963     GOOD             NGS
 SN0816  HISTORY     - 1982     GOOD             NGS
 SN0816
 SN0816                          STATION DESCRIPTION
 SN0816
 SN0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0816'1.8 MI E FROM UNDERWOOD.
 SN0816'1.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION AT
 SN0816'UNDERWOOD, 105 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 SN0816'NORTH-SOUTH ROAD, 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 33
 SN0816'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1.5 FEET EAST OF
 SN0816'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 SN0816'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 SN0816
 SN0816                          STATION RECOVERY (1982)
 SN0816
 SN0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0816'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0816'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 200 FROM ITS JUNCTION WITH U.
 SN0816'S. HIGHWAY 83 IN UNDERWOOD, 32.0 METERS (105.0 FT) NORTHWEST OF THE
 SN0816'CENTER OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD, 30.5 METERS
 SN0816'(100.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 10.1 METERS
 SN0816'(33.1 FT) WEST OF THE CENTER OF THE ROAD.
 SN0816'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SN0816'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0614 ***********************************************************************
 SN0614  DESIGNATION -  C 8
 SN0614  PID         -  SN0614
 SN0614  STATE/COUNTY-  ND/MCLEAN
 SN0614  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0614
 SN0614                         *CURRENT SURVEY CONTROL
 SN0614  ___________________________________________________________________
 SN0614* NAD 83(1986)-  47 30 09.     (N)    101 20 04.     (W)     SCALED    
 SN0614* NAVD 88     -       603.730  (meters)    1980.74   (feet)  ADJUSTED  
 SN0614  ___________________________________________________________________
 SN0614  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SN0614  DYNAMIC HT  -         603.773 (meters)    1980.88  (feet)  COMP
 SN0614  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 SN0614
 SN0614  VERT ORDER  -  SECOND    CLASS 0
 SN0614
 SN0614.The horizontal coordinates were scaled from a topographic map and have
 SN0614.an estimated accuracy of +/- 6 seconds.
 SN0614
 SN0614.The orthometric height was determined by differential leveling
 SN0614.and adjusted by the National Geodetic Survey in June 1991..
 SN0614
 SN0614.The geoid height was determined by GEOID03.
 SN0614
 SN0614.The dynamic height is computed by dividing the NAVD 88
 SN0614.geopotential number by the normal gravity value computed on the
 SN0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0614.degrees latitude (g = 980.6199 gals.).
 SN0614
 SN0614.The modeled gravity was interpolated from observed gravity values.
 SN0614
 SN0614;                    North         East    Units  Estimated Accuracy
 SN0614;SPC ND N     -    56,210.      537,140.      MT  (+/- 180 meters Scaled)
 SN0614
 SN0614                          SUPERSEDED SURVEY CONTROL
 SN0614
 SN0614  NGVD 29 (??/??/92)  603.317  (m)         1979.38   (f) ADJ UNCH    2 0
 SN0614
 SN0614.Superseded values are not recommended for survey control.
 SN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0614.See file dsdata.txt to determine how the superseded data were derived.
 SN0614
 SN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT241636(NAD 83)
 SN0614_MARKER: DD = SURVEY DISK
 SN0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0614+STABILITY: SURFACE MOTION
 SN0614
 SN0614  HISTORY     - Date     Condition        Report By
 SN0614  HISTORY     - UNK      MONUMENTED       DOD
 SN0614  HISTORY     - 1946     GOOD             NGS
 SN0614  HISTORY     - 1959     MARK NOT FOUND   NGS
 SN0614
 SN0614                          STATION DESCRIPTION
 SN0614
 SN0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0614'11.2 MI NW FROM UNDERWOOD.
 SN0614'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0614'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0614'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 7.6 MILES
 SN0614'ALONG THE EAST ACCESS ROAD TO SITE OF MARK, BENCH MARK IS AT THE
 SN0614'INTERSECTION OF TWO ROADS, 100.0 FEET NORTH OF AND ABOUT LEVEL WITH
 SN0614'THE CENTER LINE OF THE EAST-WEST ROAD, 24.0 FEET EAST OF THE CENTER
 SN0614'LINE OF THE NORTH-SOUTH ROAD, 60.5 FEET EAST OF A TELEPHONE POLE AND
 SN0614'2.0 FEET SOUTH OF A WHITE 2 X 4 IN. MARKER POST.  A BRONZE DISK SET IN
 SN0614'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 SN0614
 SN0614                          STATION RECOVERY (1959)
 SN0614
 SN0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SN0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1315 ***********************************************************************
 TG1315  DESIGNATION -  C 8
 TG1315  PID         -  TG1315
 TG1315  STATE/COUNTY-  ND/WILLIAMS
 TG1315  USGS QUAD   -  WILLISTON EAST (1976)
 TG1315
 TG1315                         *CURRENT SURVEY CONTROL
 TG1315  ___________________________________________________________________
 TG1315* NAD 83(1986)-  48 08 35.     (N)    103 35 46.     (W)     SCALED    
 TG1315* NAVD 88     -       567.874  (meters)    1863.10   (feet)  ADJUSTED  
 TG1315  ___________________________________________________________________
 TG1315  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1315  DYNAMIC HT  -         567.957 (meters)    1863.37  (feet)  COMP
 TG1315  MODELED GRAV-     980,738.3   (mgal)                       NAVD 88
 TG1315
 TG1315  VERT ORDER  -  FIRST     CLASS II
 TG1315
 TG1315.The horizontal coordinates were scaled from a topographic map and have
 TG1315.an estimated accuracy of +/- 6 seconds.
 TG1315
 TG1315.The orthometric height was determined by differential leveling
 TG1315.and adjusted by the National Geodetic Survey in June 1991..
 TG1315
 TG1315.The geoid height was determined by GEOID03.
 TG1315
 TG1315.The dynamic height is computed by dividing the NAVD 88
 TG1315.geopotential number by the normal gravity value computed on the
 TG1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1315.degrees latitude (g = 980.6199 gals.).
 TG1315
 TG1315.The modeled gravity was interpolated from observed gravity values.
 TG1315
 TG1315;                    North         East    Units  Estimated Accuracy
 TG1315;SPC ND N     -   131,720.      369,670.      MT  (+/- 180 meters Scaled)
 TG1315
 TG1315                          SUPERSEDED SURVEY CONTROL
 TG1315
 TG1315  NGVD 29 (??/??/92)  567.388  (m)         1861.51   (f) ADJ UNCH    1 2
 TG1315
 TG1315.Superseded values are not recommended for survey control.
 TG1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1315.See file dsdata.txt to determine how the superseded data were derived.
 TG1315
 TG1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP044331(NAD 83)
 TG1315_MARKER: DB = BENCH MARK DISK
 TG1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1315_SP_SET: ABUTMENT
 TG1315_STAMPING: 1861.578 FT C 8
 TG1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1315
 TG1315  HISTORY     - Date     Condition        Report By
 TG1315  HISTORY     - UNK      MONUMENTED       CGS
 TG1315  HISTORY     - 1934     GOOD             NGS
 TG1315
 TG1315                          STATION DESCRIPTION
 TG1315
 TG1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TG1315'1.2 MI E FROM WILLISTON.
 TG1315'1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG1315'WILLISTON, WILLIAMS COUNTY, AT BRIDGE 237.6, AND IN THE TOP OF THE
 TG1315'SOUTH END OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED 1861.578 FT
 TG1315'C 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0734 ***********************************************************************
 SN0734  DESIGNATION -  C 8 B 1
 SN0734  PID         -  SN0734
 SN0734  STATE/COUNTY-  ND/MCLEAN
 SN0734  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0734
 SN0734                         *CURRENT SURVEY CONTROL
 SN0734  ___________________________________________________________________
 SN0734* NAD 83(1986)-  47 39 23.     (N)    101 04 53.     (W)     SCALED    
 SN0734* NAVD 88     -       582.592  (meters)    1911.39   (feet)  ADJUSTED  
 SN0734  ___________________________________________________________________
 SN0734  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SN0734  DYNAMIC HT  -         582.647 (meters)    1911.57  (feet)  COMP
 SN0734  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 SN0734
 SN0734  VERT ORDER  -  SECOND    CLASS 0
 SN0734
 SN0734.The horizontal coordinates were scaled from a topographic map and have
 SN0734.an estimated accuracy of +/- 6 seconds.
 SN0734
 SN0734.The orthometric height was determined by differential leveling
 SN0734.and adjusted by the National Geodetic Survey in June 1991..
 SN0734
 SN0734.The geoid height was determined by GEOID03.
 SN0734
 SN0734.The dynamic height is computed by dividing the NAVD 88
 SN0734.geopotential number by the normal gravity value computed on the
 SN0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0734.degrees latitude (g = 980.6199 gals.).
 SN0734
 SN0734.The modeled gravity was interpolated from observed gravity values.
 SN0734
 SN0734;                    North         East    Units  Estimated Accuracy
 SN0734;SPC ND N     -    73,140.      556,330.      MT  (+/- 180 meters Scaled)
 SN0734
 SN0734                          SUPERSEDED SURVEY CONTROL
 SN0734
 SN0734  NGVD 29 (??/??/92)  582.19   (m)         1910.1    (f) COMPUTED    2 0
 SN0734
 SN0734.Superseded values are not recommended for survey control.
 SN0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0734.See file dsdata.txt to determine how the superseded data were derived.
 SN0734
 SN0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437802(NAD 83)
 SN0734_MARKER: Z = SEE DESCRIPTION
 SN0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0734_SP_SET: CONCRETE PEDESTAL
 SN0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0734
 SN0734  HISTORY     - Date     Condition        Report By
 SN0734  HISTORY     - UNK      MONUMENTED       DOD
 SN0734  HISTORY     - 1962     GOOD             NGS
 SN0734
 SN0734                          STATION DESCRIPTION
 SN0734
 SN0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0734'12.15 MI S FROM BENEDICT.
 SN0734'ABOUT 12.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE LUTHERAN
 SN0734'CHURCH AT BENEDICT, THENCE 0.15 MILE WEST ALONG A FENCE THROUGH A
 SN0734'FIELD, ON THE CREST OF A SMALL RISE, 0.2 MILE WEST OF SITE C 8, 10
 SN0734'FEET NORTH OF THE FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0734'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0730 ***********************************************************************
 SN0730  DESIGNATION -  C 8 B 2
 SN0730  PID         -  SN0730
 SN0730  STATE/COUNTY-  ND/MCLEAN
 SN0730  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0730
 SN0730                         *CURRENT SURVEY CONTROL
 SN0730  ___________________________________________________________________
 SN0730* NAD 83(1986)-  47 39 39.     (N)    101 04 40.     (W)     SCALED    
 SN0730* NAVD 88     -       586.423  (meters)    1923.96   (feet)  ADJUSTED  
 SN0730  ___________________________________________________________________
 SN0730  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0730  DYNAMIC HT  -         586.479 (meters)    1924.14  (feet)  COMP
 SN0730  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 SN0730
 SN0730  VERT ORDER  -  SECOND    CLASS 0
 SN0730
 SN0730.The horizontal coordinates were scaled from a topographic map and have
 SN0730.an estimated accuracy of +/- 6 seconds.
 SN0730
 SN0730.The orthometric height was determined by differential leveling
 SN0730.and adjusted by the National Geodetic Survey in June 1991..
 SN0730
 SN0730.The geoid height was determined by GEOID03.
 SN0730
 SN0730.The dynamic height is computed by dividing the NAVD 88
 SN0730.geopotential number by the normal gravity value computed on the
 SN0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0730.degrees latitude (g = 980.6199 gals.).
 SN0730
 SN0730.The modeled gravity was interpolated from observed gravity values.
 SN0730
 SN0730;                    North         East    Units  Estimated Accuracy
 SN0730;SPC ND N     -    73,630.      556,600.      MT  (+/- 180 meters Scaled)
 SN0730
 SN0730                          SUPERSEDED SURVEY CONTROL
 SN0730
 SN0730.No superseded survey control is available for this station.
 SN0730
 SN0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT439806(NAD 83)
 SN0730_MARKER: Z = SEE DESCRIPTION
 SN0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0730_SP_SET: CONCRETE PEDESTAL
 SN0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0730
 SN0730  HISTORY     - Date     Condition        Report By
 SN0730  HISTORY     - UNK      MONUMENTED       DOD
 SN0730  HISTORY     - 1962     GOOD             NGS
 SN0730
 SN0730                          STATION DESCRIPTION
 SN0730
 SN0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0730'11.75 MI S FROM BENEDICT.
 SN0730'ABOUT 11.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0730'AT BENEDICT, 100 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 SN0730'95 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 30 FEET SOUTH OF
 SN0730'THE CENTERLINE OF THE EAST-WEST ROAD, 17 FEET EAST-SOUTH-EAST OF A
 SN0730'FENCE CORNER, ABOUT LEVEL WITH THE GRAVELED ROAD, A 1 1/2 X 4 FOOT
 SN0730'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 SN0730'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0732 ***********************************************************************
 SN0732  DESIGNATION -  C 8 Z
 SN0732  PID         -  SN0732
 SN0732  STATE/COUNTY-  ND/MCLEAN
 SN0732  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0732
 SN0732                         *CURRENT SURVEY CONTROL
 SN0732  ___________________________________________________________________
 SN0732* NAD 83(1986)-  47 39 28.     (N)    101 04 28.     (W)     SCALED    
 SN0732* NAVD 88     -       593.180  (meters)    1946.12   (feet)  ADJUSTED  
 SN0732  ___________________________________________________________________
 SN0732  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0732  DYNAMIC HT  -         593.237 (meters)    1946.31  (feet)  COMP
 SN0732  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 SN0732
 SN0732  VERT ORDER  -  SECOND    CLASS 0
 SN0732
 SN0732.The horizontal coordinates were scaled from a topographic map and have
 SN0732.an estimated accuracy of +/- 6 seconds.
 SN0732
 SN0732.The orthometric height was determined by differential leveling
 SN0732.and adjusted by the National Geodetic Survey in June 1991..
 SN0732
 SN0732.The geoid height was determined by GEOID03.
 SN0732
 SN0732.The dynamic height is computed by dividing the NAVD 88
 SN0732.geopotential number by the normal gravity value computed on the
 SN0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0732.degrees latitude (g = 980.6199 gals.).
 SN0732
 SN0732.The modeled gravity was interpolated from observed gravity values.
 SN0732
 SN0732;                    North         East    Units  Estimated Accuracy
 SN0732;SPC ND N     -    73,290.      556,850.      MT  (+/- 180 meters Scaled)
 SN0732
 SN0732                          SUPERSEDED SURVEY CONTROL
 SN0732
 SN0732  NGVD 29 (??/??/92)  592.778  (m)         1944.81   (f) ADJ UNCH    2 0
 SN0732
 SN0732.Superseded values are not recommended for survey control.
 SN0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0732.See file dsdata.txt to determine how the superseded data were derived.
 SN0732
 SN0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT442803(NAD 83)
 SN0732_MARKER: DS = TRIANGULATION STATION DISK
 SN0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0732_STAMPING: C 8 Z 1962
 SN0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0732+STABILITY: SURFACE MOTION
 SN0732
 SN0732  HISTORY     - Date     Condition        Report By
 SN0732  HISTORY     - 1962     MONUMENTED       CGS
 SN0732
 SN0732                          STATION DESCRIPTION
 SN0732
 SN0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0732'12.15 MI S FROM BENEDICT.
 SN0732'ABOUT 11.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0732'AT BENEDICT, THENCE 0.4 MILE SOUTHEAST ACROSS A FIELD, ON THE CREST OF
 SN0732'A SMALL HILL, 45.0 FEET SOUTH-SOUTHEAST OF R.M. 2, 21 FEET
 SN0732'NORTH-NORTHWEST OF R.M. 1, 5.0 FEET NORTHEAST OF A WITNESS POST, AND
 SN0732'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0733 ***********************************************************************
 SN0733  DESIGNATION -  C 8 Z RM 1
 SN0733  PID         -  SN0733
 SN0733  STATE/COUNTY-  ND/MCLEAN
 SN0733  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0733
 SN0733                         *CURRENT SURVEY CONTROL
 SN0733  ___________________________________________________________________
 SN0733* NAD 83(1986)-  47 39 27.     (N)    101 04 27.     (W)     SCALED    
 SN0733* NAVD 88     -       593.137  (meters)    1945.98   (feet)  ADJUSTED  
 SN0733  ___________________________________________________________________
 SN0733  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0733  DYNAMIC HT  -         593.194 (meters)    1946.17  (feet)  COMP
 SN0733  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 SN0733
 SN0733  VERT ORDER  -  SECOND    CLASS 0
 SN0733
 SN0733.The horizontal coordinates were scaled from a topographic map and have
 SN0733.an estimated accuracy of +/- 6 seconds.
 SN0733
 SN0733.The orthometric height was determined by differential leveling
 SN0733.and adjusted by the National Geodetic Survey in June 1991..
 SN0733
 SN0733.The geoid height was determined by GEOID03.
 SN0733
 SN0733.The dynamic height is computed by dividing the NAVD 88
 SN0733.geopotential number by the normal gravity value computed on the
 SN0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0733.degrees latitude (g = 980.6199 gals.).
 SN0733
 SN0733.The modeled gravity was interpolated from observed gravity values.
 SN0733
 SN0733;                    North         East    Units  Estimated Accuracy
 SN0733;SPC ND N     -    73,260.      556,870.      MT  (+/- 180 meters Scaled)
 SN0733
 SN0733                          SUPERSEDED SURVEY CONTROL
 SN0733
 SN0733  NGVD 29 (??/??/92)  592.735  (m)         1944.66   (f) ADJ UNCH    2 0
 SN0733
 SN0733.Superseded values are not recommended for survey control.
 SN0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0733.See file dsdata.txt to determine how the superseded data were derived.
 SN0733
 SN0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT442803(NAD 83)
 SN0733_MARKER: DR = REFERENCE MARK DISK
 SN0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0733_STAMPING: C 8 Z NO 1 1962
 SN0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0733+STABILITY: SURFACE MOTION
 SN0733
 SN0733  HISTORY     - Date     Condition        Report By
 SN0733  HISTORY     - 1962     MONUMENTED       CGS
 SN0733
 SN0733                          STATION DESCRIPTION
 SN0733
 SN0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0733'12.15 MI S FROM BENEDICT.
 SN0733'ABOUT 11.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0733'AT BENEDICT, THENCE 0.4 MILE SOUTHEAST ACROSS A FIELD, ON THE CREST OF
 SN0733'A SMALL HILL, 66 FEET SOUTHEAST OF R.M. 2, 21 FEET SOUTH-SOUTHEAST OF
 SN0733'THE STATION MARK C 8 Z 1962, AND SET IN THE TOP OF A CONCRETE POST
 SN0733'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0731 ***********************************************************************
 SN0731  DESIGNATION -  C 8 Z RM 2
 SN0731  PID         -  SN0731
 SN0731  STATE/COUNTY-  ND/MCLEAN
 SN0731  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0731
 SN0731                         *CURRENT SURVEY CONTROL
 SN0731  ___________________________________________________________________
 SN0731* NAD 83(1986)-  47 39 29.     (N)    101 04 28.     (W)     SCALED    
 SN0731* NAVD 88     -       592.598  (meters)    1944.22   (feet)  ADJUSTED  
 SN0731  ___________________________________________________________________
 SN0731  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0731  DYNAMIC HT  -         592.655 (meters)    1944.40  (feet)  COMP
 SN0731  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 SN0731
 SN0731  VERT ORDER  -  SECOND    CLASS 0
 SN0731
 SN0731.The horizontal coordinates were scaled from a topographic map and have
 SN0731.an estimated accuracy of +/- 6 seconds.
 SN0731
 SN0731.The orthometric height was determined by differential leveling
 SN0731.and adjusted by the National Geodetic Survey in June 1991..
 SN0731
 SN0731.The geoid height was determined by GEOID03.
 SN0731
 SN0731.The dynamic height is computed by dividing the NAVD 88
 SN0731.geopotential number by the normal gravity value computed on the
 SN0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0731.degrees latitude (g = 980.6199 gals.).
 SN0731
 SN0731.The modeled gravity was interpolated from observed gravity values.
 SN0731
 SN0731;                    North         East    Units  Estimated Accuracy
 SN0731;SPC ND N     -    73,320.      556,850.      MT  (+/- 180 meters Scaled)
 SN0731
 SN0731                          SUPERSEDED SURVEY CONTROL
 SN0731
 SN0731  NGVD 29 (??/??/92)  592.197  (m)         1942.90   (f) ADJ UNCH    2 0
 SN0731
 SN0731.Superseded values are not recommended for survey control.
 SN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0731.See file dsdata.txt to determine how the superseded data were derived.
 SN0731
 SN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT442803(NAD 83)
 SN0731_MARKER: DR = REFERENCE MARK DISK
 SN0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0731_STAMPING: C 8 Z NO 2 1962
 SN0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0731+STABILITY: SURFACE MOTION
 SN0731
 SN0731  HISTORY     - Date     Condition        Report By
 SN0731  HISTORY     - 1962     MONUMENTED       CGS
 SN0731
 SN0731                          STATION DESCRIPTION
 SN0731
 SN0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0731'12.15 MI S FROM BENEDICT.
 SN0731'ABOUT 11.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0731'AT BENEDICT, THENCE 0.4 MILE SOUTHEAST ACROSS A FIELD, 66.0 FEET
 SN0731'NORTHWEST OF R.M. 1, 45.0 FEET NORTH-NORTHWEST OF THE STATION MARK C 8
 SN0731'Z 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1082 ***********************************************************************
 SN1082  DESIGNATION -  C 80
 SN1082  PID         -  SN1082
 SN1082  STATE/COUNTY-  ND/MCLEAN
 SN1082  USGS QUAD   -  EMMET NE (1956)
 SN1082
 SN1082                         *CURRENT SURVEY CONTROL
 SN1082  ___________________________________________________________________
 SN1082* NAD 83(1986)-  47 38 52.     (N)    101 32 55.     (W)     SCALED    
 SN1082* NAVD 88     -       574.064  (meters)    1883.41   (feet)  POSTED    
 SN1082  ___________________________________________________________________
 SN1082  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SN1082  DYNAMIC HT  -         574.120 (meters)    1883.59  (feet)  COMP
 SN1082  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SN1082
 SN1082  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SN1082
 SN1082.The horizontal coordinates were scaled from a topographic map and have
 SN1082.an estimated accuracy of +/- 6 seconds.
 SN1082
 SN1082.The orthometric height was determined by differential leveling
 SN1082.and adjusted by the National Geodetic Survey in 1992..
 SN1082.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SN1082.rate of 1.1 thru 2.0 mm/km.
 SN1082
 SN1082.The geoid height was determined by GEOID03.
 SN1082
 SN1082.The dynamic height is computed by dividing the NAVD 88
 SN1082.geopotential number by the normal gravity value computed on the
 SN1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1082.degrees latitude (g = 980.6199 gals.).
 SN1082
 SN1082.The modeled gravity was interpolated from observed gravity values.
 SN1082
 SN1082;                    North         East    Units  Estimated Accuracy
 SN1082;SPC ND N     -    72,560.      521,220.      MT  (+/- 180 meters Scaled)
 SN1082
 SN1082                          SUPERSEDED SURVEY CONTROL
 SN1082
 SN1082  NGVD 29 (??/??/92)  573.66   (m)         1882.1    (f) COMPUTED    2 0
 SN1082
 SN1082.Superseded values are not recommended for survey control.
 SN1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1082.See file dsdata.txt to determine how the superseded data were derived.
 SN1082
 SN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT086803(NAD 83)
 SN1082_MARKER: DB = BENCH MARK DISK
 SN1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1082_SP_SET: CULVERT
 SN1082_STAMPING: C 80 1934
 SN1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1082
 SN1082  HISTORY     - Date     Condition        Report By
 SN1082  HISTORY     - 1934     MONUMENTED       CGS
 SN1082
 SN1082                          STATION DESCRIPTION
 SN1082
 SN1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN1082'7.1 MI W FROM GARRISON.
 SN1082'ABOUT 7.1 MILES WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1082'GARRISON, MCLEAN COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE
 SN1082'NORTHEAST WING WALL.  A STANDARD DISK STAMPED C 80 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1083 ***********************************************************************
 SN1083  DESIGNATION -  C 80 RESET
 SN1083  PID         -  SN1083
 SN1083  STATE/COUNTY-  ND/MCLEAN
 SN1083  USGS QUAD   -  EMMET NE (1956)
 SN1083
 SN1083                         *CURRENT SURVEY CONTROL
 SN1083  ___________________________________________________________________
 SN1083* NAD 83(1986)-  47 38 52.     (N)    101 32 56.     (W)     SCALED    
 SN1083* NAVD 88     -       575.258  (meters)    1887.33   (feet)  ADJUSTED  
 SN1083  ___________________________________________________________________
 SN1083  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SN1083  DYNAMIC HT  -         575.312 (meters)    1887.50  (feet)  COMP
 SN1083  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SN1083
 SN1083  VERT ORDER  -  SECOND    CLASS 0
 SN1083
 SN1083.The horizontal coordinates were scaled from a topographic map and have
 SN1083.an estimated accuracy of +/- 6 seconds.
 SN1083
 SN1083.The orthometric height was determined by differential leveling
 SN1083.and adjusted by the National Geodetic Survey in June 1991..
 SN1083
 SN1083.The geoid height was determined by GEOID03.
 SN1083
 SN1083.The dynamic height is computed by dividing the NAVD 88
 SN1083.geopotential number by the normal gravity value computed on the
 SN1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1083.degrees latitude (g = 980.6199 gals.).
 SN1083
 SN1083.The modeled gravity was interpolated from observed gravity values.
 SN1083
 SN1083;                    North         East    Units  Estimated Accuracy
 SN1083;SPC ND N     -    72,560.      521,200.      MT  (+/- 180 meters Scaled)
 SN1083
 SN1083                          SUPERSEDED SURVEY CONTROL
 SN1083
 SN1083  NGVD 29 (??/??/92)  574.848  (m)         1885.98   (f) ADJ UNCH    2 0
 SN1083
 SN1083.Superseded values are not recommended for survey control.
 SN1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1083.See file dsdata.txt to determine how the superseded data were derived.
 SN1083
 SN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT085803(NAD 83)
 SN1083_MARKER: DB = BENCH MARK DISK
 SN1083_SETTING: 0 = UNSPECIFIED SETTING
 SN1083_STAMPING: C 80 RESET 1940
 SN1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1083
 SN1083  HISTORY     - Date     Condition        Report By
 SN1083  HISTORY     - 1940     MONUMENTED       CGS
 SN1083  HISTORY     - 1962     GOOD             NGS
 SN1083
 SN1083                          STATION DESCRIPTION
 SN1083
 SN1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1083'4.9 MI E FROM EMMET.
 SN1083'4.9 MILES EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1083'AT A BRIDGE OVER A CREEK, AT THE EAST END OF THE SOUTH CURB, 13.5 FEET
 SN1083'SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT HIGHER THAN THE
 SN1083'HIGHWAY, A DISK DRILLED IN HORIZONTALLY, THIS MARK IS ALSO ABOUT 7.05
 SN1083'MILES WEST ALONG STATE HIGHWAY 37 FROM GARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0974 ***********************************************************************
 SN0974  DESIGNATION -  C 81
 SN0974  PID         -  SN0974
 SN0974  STATE/COUNTY-  ND/MERCER
 SN0974  USGS QUAD   -  HAZEN EAST (1968)
 SN0974
 SN0974                         *CURRENT SURVEY CONTROL
 SN0974  ___________________________________________________________________
 SN0974* NAD 83(1986)-  47 18 16.     (N)    101 35 13.     (W)     SCALED    
 SN0974* NAVD 88     -       529.270  (meters)    1736.45   (feet)  ADJUSTED  
 SN0974  ___________________________________________________________________
 SN0974  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SN0974  DYNAMIC HT  -         529.306 (meters)    1736.56  (feet)  COMP
 SN0974  MODELED GRAV-     980,664.3   (mgal)                       NAVD 88
 SN0974
 SN0974  VERT ORDER  -  SECOND    CLASS 0
 SN0974
 SN0974.The horizontal coordinates were scaled from a topographic map and have
 SN0974.an estimated accuracy of +/- 6 seconds.
 SN0974
 SN0974.The orthometric height was determined by differential leveling
 SN0974.and adjusted by the National Geodetic Survey in June 1991..
 SN0974
 SN0974.The geoid height was determined by GEOID03.
 SN0974
 SN0974.The dynamic height is computed by dividing the NAVD 88
 SN0974.geopotential number by the normal gravity value computed on the
 SN0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0974.degrees latitude (g = 980.6199 gals.).
 SN0974
 SN0974.The modeled gravity was interpolated from observed gravity values.
 SN0974
 SN0974;                    North         East    Units  Estimated Accuracy
 SN0974;SPC ND S     -   182,620.      517,810.      MT  (+/- 180 meters Scaled)
 SN0974
 SN0974                          SUPERSEDED SURVEY CONTROL
 SN0974
 SN0974  NGVD 29 (??/??/92)  528.880  (m)         1735.17   (f) ADJ UNCH    2 0
 SN0974
 SN0974.Superseded values are not recommended for survey control.
 SN0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0974.See file dsdata.txt to determine how the superseded data were derived.
 SN0974
 SN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT044422(NAD 83)
 SN0974_MARKER: DB = BENCH MARK DISK
 SN0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0974_STAMPING: C 81 1934 1735.167
 SN0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0974+STABILITY: SURFACE MOTION
 SN0974
 SN0974  HISTORY     - Date     Condition        Report By
 SN0974  HISTORY     - 1934     MONUMENTED       CGS
 SN0974  HISTORY     - 1959     GOOD             NGS
 SN0974
 SN0974                          STATION DESCRIPTION
 SN0974
 SN0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SN0974'1.9 MI NE FROM HAZEN.
 SN0974'1.9 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0974'STATION AT HAZEN, 18 POLES SOUTHWEST OF MILEPOST 62, 39 FEET NORTHWEST
 SN0974'OF THE NORTHWEST RAIL, 60 FEET WEST OF THE CENTER OF A PRIVATE ROAD
 SN0974'CROSSING, 60 FEET SOUTHEAST OF A FENCE, 8 FEET SOUTHWEST OF A
 SN0974'TELEPHONE POLE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 3 FEET ABOVE
 SN0974'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0342 ***********************************************************************
 SO0342  DESIGNATION -  C 82
 SO0342  PID         -  SO0342
 SO0342  STATE/COUNTY-  ND/DUNN
 SO0342  USGS QUAD   -  WERNER (1973)
 SO0342
 SO0342                         *CURRENT SURVEY CONTROL
 SO0342  ___________________________________________________________________
 SO0342* NAD 83(1986)-  47 21 30.     (N)    102 27 40.     (W)     SCALED    
 SO0342* NAVD 88     -       639.098  (meters)    2096.77   (feet)  ADJUSTED  
 SO0342  ___________________________________________________________________
 SO0342  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 SO0342  DYNAMIC HT  -         639.145 (meters)    2096.93  (feet)  COMP
 SO0342  MODELED GRAV-     980,664.5   (mgal)                       NAVD 88
 SO0342
 SO0342  VERT ORDER  -  SECOND    CLASS 0
 SO0342
 SO0342.The horizontal coordinates were scaled from a topographic map and have
 SO0342.an estimated accuracy of +/- 6 seconds.
 SO0342
 SO0342.The orthometric height was determined by differential leveling
 SO0342.and adjusted by the National Geodetic Survey in June 1991..
 SO0342
 SO0342.The geoid height was determined by GEOID03.
 SO0342
 SO0342.The dynamic height is computed by dividing the NAVD 88
 SO0342.geopotential number by the normal gravity value computed on the
 SO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0342.degrees latitude (g = 980.6199 gals.).
 SO0342
 SO0342.The modeled gravity was interpolated from observed gravity values.
 SO0342
 SO0342;                    North         East    Units  Estimated Accuracy
 SO0342;SPC ND S     -   189,900.      451,870.      MT  (+/- 180 meters Scaled)
 SO0342
 SO0342                          SUPERSEDED SURVEY CONTROL
 SO0342
 SO0342  NGVD 29 (??/??/92)  638.654  (m)         2095.32   (f) ADJ UNCH    2 0
 SO0342
 SO0342.Superseded values are not recommended for survey control.
 SO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0342.See file dsdata.txt to determine how the superseded data were derived.
 SO0342
 SO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN917481(NAD 83)
 SO0342_MARKER: DB = BENCH MARK DISK
 SO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0342_STAMPING: C-82 -- 1934
 SO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0342+STABILITY: SURFACE MOTION
 SO0342
 SO0342  HISTORY     - Date     Condition        Report By
 SO0342  HISTORY     - 1934     MONUMENTED       CGS
 SO0342  HISTORY     - 1938     GOOD             NGS
 SO0342
 SO0342                          STATION DESCRIPTION
 SO0342
 SO0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0342'IN WERNER.
 SO0342'AT WERNER.  0.25 MILES WEST OF THE NORTHERN PACIFIC RAILWAY STATION.
 SO0342'197 YARDS EAST OF MILEPOST NO 107.  38.0 FEET SOUTH OF SOUTH RAIL OF
 SO0342'TRACK.  35 FEET WEST OF CENTERLINE OF A GRADED GRAVEL ROAD CROSSING
 SO0342'TRACK.  7 FEET NORTH OF RIGHT-OF-WAY FENCE.  A STANDARD TABLET SET IN
 SO0342'TOP OF CONCRETE POST 8 INCHES HIGH.  STAMPED C 82 1934.
 SO0342
 SO0342                          STATION RECOVERY (1938)
 SO0342
 SO0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 SO0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0702 ***********************************************************************
 SO0702  DESIGNATION -  C 84 RESET
 SO0702  PID         -  SO0702
 SO0702  STATE/COUNTY-  ND/DUNN
 SO0702  USGS QUAD   -  MANNING SE (1973)
 SO0702
 SO0702                         *CURRENT SURVEY CONTROL
 SO0702  ___________________________________________________________________
 SO0702* NAD 83(1986)-  47 04 55.     (N)    102 47 19.     (W)     SCALED    
 SO0702* NAVD 88     -       762.99   (meters)    2503.2    (feet)  RESET     
 SO0702  ___________________________________________________________________
 SO0702  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 SO0702
 SO0702  VERT ORDER  -  THIRD
 SO0702
 SO0702.The horizontal coordinates were scaled from a topographic map and have
 SO0702.an estimated accuracy of +/- 6 seconds.
 SO0702
 SO0702.The orthometric height was computed from unverified reset data.
 SO0702.No vertical observational check was made to the station.
 SO0702
 SO0702.The geoid height was determined by GEOID03.
 SO0702
 SO0702;                    North         East    Units  Estimated Accuracy
 SO0702;SPC ND S     -   159,850.      426,240.      MT  (+/- 180 meters Scaled)
 SO0702
 SO0702                          SUPERSEDED SURVEY CONTROL
 SO0702
 SO0702  NGVD 29 (11/04/04)  762.47   (m)         2501.5    (f) RESET       3  
 SO0702
 SO0702.Superseded values are not recommended for survey control.
 SO0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0702.See file dsdata.txt to determine how the superseded data were derived.
 SO0702
 SO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN678166(NAD 83)
 SO0702_MARKER: DB = BENCH MARK DISK
 SO0702_SETTING: 0 = UNSPECIFIED SETTING
 SO0702_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 SO0702_STAMPING: C 84 RESET 1978
 SO0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0702
 SO0702  HISTORY     - Date     Condition        Report By
 SO0702  HISTORY     - 1978     MONUMENTED       NGS
 SO0702
 SO0702                          STATION DESCRIPTION
 SO0702
 SO0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SO0702'10.5 MI SOUTH FROM DICKINSON.
 SO0702'10.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE COURTHOUSE IN
 SO0702'MANNING TO COUNTY ROAD EAST, ABOUT 800 FEET EAST OF CENTER OF STATE
 SO0702'HIGHWAY 22, 87 FEET NORTH OF COUNTY ROAD, 45.4 FEET SOUTHEAST OF
 SO0702'POWERLINE POLE, AND 5 FEET SOUTH OF FENCE.
 SO0702'THE MARK IS 2.1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0566 ***********************************************************************
 SO0566  DESIGNATION -  C 85
 SO0566  PID         -  SO0566
 SO0566  STATE/COUNTY-  ND/BILLINGS
 SO0566  USGS QUAD   -  GRASSY BUTTE SW (1974)
 SO0566
 SO0566                         *CURRENT SURVEY CONTROL
 SO0566  ___________________________________________________________________
 SO0566* NAD 83(1986)-  47 18 40.     (N)    103 11 05.     (W)     SCALED    
 SO0566* NAVD 88     -       815.534  (meters)    2675.63   (feet)  ADJUSTED  
 SO0566  ___________________________________________________________________
 SO0566  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 SO0566  DYNAMIC HT  -         815.550 (meters)    2675.68  (feet)  COMP
 SO0566  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 SO0566
 SO0566  VERT ORDER  -  SECOND    CLASS 0
 SO0566
 SO0566.The horizontal coordinates were scaled from a topographic map and have
 SO0566.an estimated accuracy of +/- 6 seconds.
 SO0566
 SO0566.The orthometric height was determined by differential leveling
 SO0566.and adjusted by the National Geodetic Survey in June 1991..
 SO0566
 SO0566.The geoid height was determined by GEOID03.
 SO0566
 SO0566.The dynamic height is computed by dividing the NAVD 88
 SO0566.geopotential number by the normal gravity value computed on the
 SO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0566.degrees latitude (g = 980.6199 gals.).
 SO0566
 SO0566.The modeled gravity was interpolated from observed gravity values.
 SO0566
 SO0566;                    North         East    Units  Estimated Accuracy
 SO0566;SPC ND S     -   186,260.      397,050.      MT  (+/- 180 meters Scaled)
 SO0566
 SO0566                          SUPERSEDED SURVEY CONTROL
 SO0566
 SO0566  NGVD 29 (??/??/92)  814.991  (m)         2673.85   (f) ADJ UNCH    2 0
 SO0566
 SO0566.Superseded values are not recommended for survey control.
 SO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0566.See file dsdata.txt to determine how the superseded data were derived.
 SO0566
 SO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN372413(NAD 83)
 SO0566_MARKER: DB = BENCH MARK DISK
 SO0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0566_STAMPING: C 85 1934
 SO0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0566+STABILITY: SURFACE MOTION
 SO0566
 SO0566  HISTORY     - Date     Condition        Report By
 SO0566  HISTORY     - 1934     MONUMENTED       CGS
 SO0566  HISTORY     - 1961     MARK NOT FOUND   NGS
 SO0566
 SO0566                          STATION DESCRIPTION
 SO0566
 SO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0566'30.7 MI N FROM BELFIELD.
 SO0566'IN BILLINGS COUNTY, ABOUT 30.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM
 SO0566'THE NORTHERN PACIFIC RAILWAY STATION AT BELFIELD, STARK COUNTY, ABOUT
 SO0566'2.5 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 25, ABOUT 68 YARDS
 SO0566'NORTH OF A QUARTER-SECTION FENCE, AND 42 FEET EAST OF THE CENTER LINE
 SO0566'OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 85 1934 AND SET IN THE TOP
 SO0566'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0635 ***********************************************************************
 SO0635  DESIGNATION -  C 86
 SO0635  PID         -  SO0635
 SO0635  STATE/COUNTY-  ND/MCKENZIE
 SO0635  USGS QUAD   -  CARTWRIGHT (1972)
 SO0635
 SO0635                         *CURRENT SURVEY CONTROL
 SO0635  ___________________________________________________________________
 SO0635* NAD 83(1986)-  47 51 32.     (N)    103 57 50.     (W)     SCALED    
 SO0635* NAVD 88     -       585.220  (meters)    1920.01   (feet)  POSTED    
 SO0635  ___________________________________________________________________
 SO0635  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0635  DYNAMIC HT  -         585.270 (meters)    1920.17  (feet)  COMP
 SO0635  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SO0635
 SO0635  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SO0635
 SO0635.The horizontal coordinates were scaled from a topographic map and have
 SO0635.an estimated accuracy of +/- 6 seconds.
 SO0635
 SO0635.The orthometric height was determined by differential leveling
 SO0635.and adjusted by the National Geodetic Survey in 1992..
 SO0635.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SO0635.rate of 0.0 thru 1.0 mm/km.
 SO0635
 SO0635.The geoid height was determined by GEOID03.
 SO0635
 SO0635.The dynamic height is computed by dividing the NAVD 88
 SO0635.geopotential number by the normal gravity value computed on the
 SO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0635.degrees latitude (g = 980.6199 gals.).
 SO0635
 SO0635.The modeled gravity was interpolated from observed gravity values.
 SO0635
 SO0635;                    North         East    Units  Estimated Accuracy
 SO0635;SPC ND N     -   101,320.      340,900.      MT  (+/- 180 meters Scaled)
 SO0635
 SO0635                          SUPERSEDED SURVEY CONTROL
 SO0635
 SO0635  NGVD 29 (??/??/92)  584.668  (m)         1918.20   (f) ADJ UNCH    2 0
 SO0635
 SO0635.Superseded values are not recommended for survey control.
 SO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0635.See file dsdata.txt to determine how the superseded data were derived.
 SO0635
 SO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP774011(NAD 83)
 SO0635_MARKER: DB = BENCH MARK DISK
 SO0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0635_SP_SET: ABUTMENT
 SO0635_STAMPING: C-86 -- 1934
 SO0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0635
 SO0635  HISTORY     - Date     Condition        Report By
 SO0635  HISTORY     - 1934     MONUMENTED       CGS
 SO0635  HISTORY     - 1966     GOOD             SHELL
 SO0635
 SO0635                          STATION DESCRIPTION
 SO0635
 SO0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0635'3.7 MI E FROM FAIRVIEW.
 SO0635'3.7 MILES EAST OF, ALONG GREAT NORTHERN RAILWAY.  C-86 IS LOCATED 3.7
 SO0635'MILES EAST OF THE NORTH DAKOTA - MONTANA STATE LINE AT FAIRVIEW.  1.5
 SO0635'MILES WEST OF GREAT NORTHERN RAILWAY STATION AT CARTWRIGHT.  ON
 SO0635'NORTHEAST WING OF EAST ABUTMENT.  ON GREAT NORTHERN RAILWAY BRIDGE NO.
 SO0635'32.  1 FOOT SOUTH OF NORTH WALL.  5 FOOT WEST OF EAST WALL.  A
 SO0635'STANDARD TABLET SET IN CONCRETE ABUTMENT.
 SO0635
 SO0635                          STATION RECOVERY (1966)
 SO0635
 SO0635'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 SO0635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0438 ***********************************************************************
 SO0438  DESIGNATION -  C 87
 SO0438  PID         -  SO0438
 SO0438  STATE/COUNTY-  ND/MCKENZIE
 SO0438  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0438
 SO0438                         *CURRENT SURVEY CONTROL
 SO0438  ___________________________________________________________________
 SO0438* NAD 83(1986)-  47 48 20.     (N)    102 57 48.     (W)     SCALED    
 SO0438* NAVD 88     -       708.880  (meters)    2325.72   (feet)  ADJUSTED  
 SO0438  ___________________________________________________________________
 SO0438  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SO0438  DYNAMIC HT  -         708.949 (meters)    2325.94  (feet)  COMP
 SO0438  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SO0438
 SO0438  VERT ORDER  -  SECOND    CLASS 0
 SO0438
 SO0438.The horizontal coordinates were scaled from a topographic map and have
 SO0438.an estimated accuracy of +/- 6 seconds.
 SO0438
 SO0438.The orthometric height was determined by differential leveling
 SO0438.and adjusted by the National Geodetic Survey in June 1991..
 SO0438
 SO0438.The geoid height was determined by GEOID03.
 SO0438
 SO0438.The dynamic height is computed by dividing the NAVD 88
 SO0438.geopotential number by the normal gravity value computed on the
 SO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0438.degrees latitude (g = 980.6199 gals.).
 SO0438
 SO0438.The modeled gravity was interpolated from observed gravity values.
 SO0438
 SO0438;                    North         East    Units  Estimated Accuracy
 SO0438;SPC ND N     -    92,510.      415,520.      MT  (+/- 180 meters Scaled)
 SO0438
 SO0438                          SUPERSEDED SURVEY CONTROL
 SO0438
 SO0438  NGVD 29 (??/??/92)  708.369  (m)         2324.04   (f) ADJ UNCH    2 0
 SO0438
 SO0438.Superseded values are not recommended for survey control.
 SO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0438.See file dsdata.txt to determine how the superseded data were derived.
 SO0438
 SO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN524966(NAD 83)
 SO0438_MARKER: DB = BENCH MARK DISK
 SO0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0438_STAMPING: C-87 1934
 SO0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0438+STABILITY: SURFACE MOTION
 SO0438
 SO0438  HISTORY     - Date     Condition        Report By
 SO0438  HISTORY     - 1934     MONUMENTED       CGS
 SO0438  HISTORY     - 1940     GOOD             NGS
 SO0438
 SO0438                          STATION DESCRIPTION
 SO0438
 SO0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0438'10.6 MI E FROM SCHAFER.
 SO0438'LOCATED 10.6 MILES EAST OF SCHAFER, 15.5 MILES NORTH-EAST OF THE GREAT
 SO0438'NORTHERN DEPOT AT WATFORD CITY, ABOUT 1 MILE WEST OF JUNCTION OF STATE
 SO0438'HIGHWAY 23 AND 22, 140 YARDS NORTH OF A CLAY PITHON ON TOP OF A HILL,
 SO0438'37 YARDS WEST OF NORTH END OF A 36-INCH CONCRETE CULVERT, 31 FEET
 SO0438'SOUTHWEST OF CORNER FENCE POST 30 FEET WEST OF CENTER LINE OF SECTION
 SO0438'LINE CROSS ROAD AND 1.5 FEET WEST OF A WHITE WOODEN POST STENCILED
 SO0438'U.S.B.M.  A STANDARD DISK, STAMPED C-87 1934 AND SET IN THE TOP OF A
 SO0438'CONCRETE POST 0.5 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0215 ***********************************************************************
 SO0215  DESIGNATION -  C 88
 SO0215  PID         -  SO0215
 SO0215  STATE/COUNTY-  ND/MOUNTRAIL
 SO0215  USGS QUAD   -  PARSHALL NE (1981)
 SO0215
 SO0215                         *CURRENT SURVEY CONTROL
 SO0215  ___________________________________________________________________
 SO0215* NAD 83(1986)-  47 57 48.     (N)    102 02 49.     (W)     SCALED    
 SO0215* NAVD 88     -       601.053  (meters)    1971.95   (feet)  ADJUSTED  
 SO0215  ___________________________________________________________________
 SO0215  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 SO0215  DYNAMIC HT  -         601.138 (meters)    1972.23  (feet)  COMP
 SO0215  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 SO0215
 SO0215  VERT ORDER  -  SECOND    CLASS 0
 SO0215
 SO0215.The horizontal coordinates were scaled from a topographic map and have
 SO0215.an estimated accuracy of +/- 6 seconds.
 SO0215
 SO0215.The orthometric height was determined by differential leveling
 SO0215.and adjusted by the National Geodetic Survey in June 1991..
 SO0215.WARNING-Repeat measurements at this control monument indicate possible
 SO0215.vertical movement.
 SO0215
 SO0215.The geoid height was determined by GEOID03.
 SO0215
 SO0215.The dynamic height is computed by dividing the NAVD 88
 SO0215.geopotential number by the normal gravity value computed on the
 SO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0215.degrees latitude (g = 980.6199 gals.).
 SO0215
 SO0215.The modeled gravity was interpolated from observed gravity values.
 SO0215
 SO0215;                    North         East    Units  Estimated Accuracy
 SO0215;SPC ND N     -   108,260.      484,490.      MT  (+/- 180 meters Scaled)
 SO0215
 SO0215                          SUPERSEDED SURVEY CONTROL
 SO0215
 SO0215  NGVD 29 (??/??/92)  600.622  (m)         1970.54   (f) ADJ UNCH    2 0
 SO0215
 SO0215.Superseded values are not recommended for survey control.
 SO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0215.See file dsdata.txt to determine how the superseded data were derived.
 SO0215
 SO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP204164(NAD 83)
 SO0215_MARKER: DB = BENCH MARK DISK
 SO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0215_STAMPING: C 88 1934
 SO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0215+STABILITY: SURFACE MOTION
 SO0215
 SO0215  HISTORY     - Date     Condition        Report By
 SO0215  HISTORY     - 1934     MONUMENTED       CGS
 SO0215  HISTORY     - 1962     GOOD             NGS
 SO0215
 SO0215                          STATION DESCRIPTION
 SO0215
 SO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0215'4.1 MI E FROM PARSHALL.
 SO0215'ABOUT 4.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0215'PARSHALL, AT A ROAD CROSSING, 62 FEET SOUTHWEST OF THE CENTERLINE OF
 SO0215'THE CROSSING, 40.5 FEET SOUTH OF THE SOUTH RAIL, 6.2 FEET NORTH OF A
 SO0215'FENCE LINE, 1 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 SO0215'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0012 ***********************************************************************
 TG0012  DESIGNATION -  C 89
 TG0012  PID         -  TG0012
 TG0012  STATE/COUNTY-  ND/BURKE
 TG0012  USGS QUAD   -  FLAXTON (1947)
 TG0012
 TG0012                         *CURRENT SURVEY CONTROL
 TG0012  ___________________________________________________________________
 TG0012* NAD 83(1986)-  48 54 03.     (N)    102 28 56.     (W)     SCALED    
 TG0012* NAVD 88     -       593.866  (meters)    1948.38   (feet)  ADJUSTED  
 TG0012  ___________________________________________________________________
 TG0012  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 TG0012  DYNAMIC HT  -         593.998 (meters)    1948.81  (feet)  COMP
 TG0012  MODELED GRAV-     980,813.3   (mgal)                       NAVD 88
 TG0012
 TG0012  VERT ORDER  -  SECOND    CLASS 0
 TG0012
 TG0012.The horizontal coordinates were scaled from a topographic map and have
 TG0012.an estimated accuracy of +/- 6 seconds.
 TG0012
 TG0012.The orthometric height was determined by differential leveling
 TG0012.and adjusted by the National Geodetic Survey in June 1991..
 TG0012
 TG0012.The geoid height was determined by GEOID03.
 TG0012
 TG0012.The dynamic height is computed by dividing the NAVD 88
 TG0012.geopotential number by the normal gravity value computed on the
 TG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0012.degrees latitude (g = 980.6199 gals.).
 TG0012
 TG0012.The modeled gravity was interpolated from observed gravity values.
 TG0012
 TG0012;                    North         East    Units  Estimated Accuracy
 TG0012;SPC ND N     -   213,220.      454,680.      MT  (+/- 180 meters Scaled)
 TG0012
 TG0012                          SUPERSEDED SURVEY CONTROL
 TG0012
 TG0012  NGVD 29 (??/??/92)  593.428  (m)         1946.94   (f) ADJ UNCH    2 0
 TG0012
 TG0012.Superseded values are not recommended for survey control.
 TG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0012.See file dsdata.txt to determine how the superseded data were derived.
 TG0012
 TG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ845194(NAD 83)
 TG0012_MARKER: DB = BENCH MARK DISK
 TG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0012_STAMPING: C 89 1934
 TG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0012+STABILITY: SURFACE MOTION
 TG0012
 TG0012  HISTORY     - Date     Condition        Report By
 TG0012  HISTORY     - 1934     MONUMENTED       CGS
 TG0012
 TG0012                          STATION DESCRIPTION
 TG0012
 TG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0012'4.0 MI W FROM FLAXTON.
 TG0012'4.0 MILES WEST ALONG THE SOO LINE RAILROAD (FORMERLY THE MINNEAPOLIS,
 TG0012'ST. PAUL AND SAULT STE. MARIE RAILROAD) FROM THE STATION AT FLAXTON,
 TG0012'BURKE COUNTY, 0.5 MILE WEST OF MILEPOST 544, 134 YARDS WEST OF THE
 TG0012'CENTERLINE OF A COUNTY ROAD CROSSING THE TRACK, AND 51 FEET SOUTH OF
 TG0012'THE SOUTH RAIL.  A STANDARD DISK, STAMPED C 89 1934 AND SET IN THE TOP
 TG0012'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0350 ***********************************************************************
 QR0350  DESIGNATION -  C 9
 QR0350  PID         -  QR0350
 QR0350  STATE/COUNTY-  ND/MCINTOSH
 QR0350  USGS QUAD   -  ZEELAND (1978)
 QR0350
 QR0350                         *CURRENT SURVEY CONTROL
 QR0350  ___________________________________________________________________
 QR0350* NAD 83(1986)-  45 58 20.     (N)    099 49 47.     (W)     SCALED    
 QR0350* NAVD 88     -       614.266  (meters)    2015.30   (feet)  ADJUSTED  
 QR0350  ___________________________________________________________________
 QR0350  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 QR0350  DYNAMIC HT  -         614.233 (meters)    2015.20  (feet)  COMP
 QR0350  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 QR0350
 QR0350  VERT ORDER  -  FIRST     CLASS II
 QR0350
 QR0350.The horizontal coordinates were scaled from a topographic map and have
 QR0350.an estimated accuracy of +/- 6 seconds.
 QR0350
 QR0350.The orthometric height was determined by differential leveling
 QR0350.and adjusted by the National Geodetic Survey in June 1991..
 QR0350
 QR0350.The geoid height was determined by GEOID03.
 QR0350
 QR0350.The dynamic height is computed by dividing the NAVD 88
 QR0350.geopotential number by the normal gravity value computed on the
 QR0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0350.degrees latitude (g = 980.6199 gals.).
 QR0350
 QR0350.The modeled gravity was interpolated from observed gravity values.
 QR0350
 QR0350;                    North         East    Units  Estimated Accuracy
 QR0350;SPC ND S     -    34,190.      651,950.      MT  (+/- 180 meters Scaled)
 QR0350
 QR0350                          SUPERSEDED SURVEY CONTROL
 QR0350
 QR0350  NGVD 29 (??/??/92)  613.854  (m)         2013.95   (f) ADJ UNCH    1 2
 QR0350
 QR0350.Superseded values are not recommended for survey control.
 QR0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0350.See file dsdata.txt to determine how the superseded data were derived.
 QR0350
 QR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR357912(NAD 83)
 QR0350_MARKER: DB = BENCH MARK DISK
 QR0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QR0350_SP_SET: BUILDING
 QR0350_STAMPING: 2013.953 C 9 1927
 QR0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QR0350
 QR0350  HISTORY     - Date     Condition        Report By
 QR0350  HISTORY     - 1927     MONUMENTED       CGS
 QR0350  HISTORY     - 1957     GOOD             NGS
 QR0350
 QR0350                          STATION DESCRIPTION
 QR0350
 QR0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0350'AT ZEELAND.
 QR0350'AT ZEELAND, MC INTOSH COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 QR0350'AND PACIFIC RAILROAD, DIAGONALLY ACROSS THE STREET FROM THE
 QR0350'STATION, AT THE ZEELAND STATE BANK, AND IN THE FRONT ENTRANCE
 QR0350'TO THE BUILDING.  A STANDARD DISK, STAMPED 2013.953 C 9 1927.
 QR0350
 QR0350                          STATION RECOVERY (1957)
 QR0350
 QR0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QR0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0701 ***********************************************************************
 SN0701  DESIGNATION -  C 9 B 1
 SN0701  PID         -  SN0701
 SN0701  STATE/COUNTY-  ND/MCLEAN
 SN0701  USGS QUAD   -  COLEHARBOR NW (1981)
 SN0701
 SN0701                         *CURRENT SURVEY CONTROL
 SN0701  ___________________________________________________________________
 SN0701* NAD 83(1986)-  47 42 00.     (N)    101 09 31.     (W)     SCALED    
 SN0701* NAVD 88     -       596.232  (meters)    1956.14   (feet)  ADJUSTED  
 SN0701  ___________________________________________________________________
 SN0701  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 SN0701  DYNAMIC HT  -         596.288 (meters)    1956.32  (feet)  COMP
 SN0701  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 SN0701
 SN0701  VERT ORDER  -  SECOND    CLASS 0
 SN0701
 SN0701.The horizontal coordinates were scaled from a topographic map and have
 SN0701.an estimated accuracy of +/- 6 seconds.
 SN0701
 SN0701.The orthometric height was determined by differential leveling
 SN0701.and adjusted by the National Geodetic Survey in June 1991..
 SN0701
 SN0701.The geoid height was determined by GEOID03.
 SN0701
 SN0701.The dynamic height is computed by dividing the NAVD 88
 SN0701.geopotential number by the normal gravity value computed on the
 SN0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0701.degrees latitude (g = 980.6199 gals.).
 SN0701
 SN0701.The modeled gravity was interpolated from observed gravity values.
 SN0701
 SN0701;                    North         East    Units  Estimated Accuracy
 SN0701;SPC ND N     -    78,040.      550,570.      MT  (+/- 180 meters Scaled)
 SN0701
 SN0701                          SUPERSEDED SURVEY CONTROL
 SN0701
 SN0701  NGVD 29 (??/??/92)  595.83   (m)         1954.8    (f) COMPUTED    2 0
 SN0701
 SN0701.Superseded values are not recommended for survey control.
 SN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0701.See file dsdata.txt to determine how the superseded data were derived.
 SN0701
 SN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT380852(NAD 83)
 SN0701_MARKER: Z = SEE DESCRIPTION
 SN0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0701_SP_SET: CONCRETE PEDESTAL
 SN0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0701
 SN0701  HISTORY     - Date     Condition        Report By
 SN0701  HISTORY     - UNK      MONUMENTED       DOD
 SN0701  HISTORY     - 1962     GOOD             NGS
 SN0701
 SN0701                          STATION DESCRIPTION
 SN0701
 SN0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0701'14.5 MI SE FROM MAX.
 SN0701'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0701'AT MAX, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0701'SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTHEAST ACROSS A FIELD,
 SN0701'ON THE WEST SLOPE OF A SMALL RIDGE, 0.25 MILE EAST-SOUTHEAST OF SITE C
 SN0701'9, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH. NOTE-- CENTER OF
 SN0701'THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0702 ***********************************************************************
 SN0702  DESIGNATION -  C 9 B 2
 SN0702  PID         -  SN0702
 SN0702  STATE/COUNTY-  ND/MCLEAN
 SN0702  USGS QUAD   -  COLEHARBOR NW (1981)
 SN0702
 SN0702                         *CURRENT SURVEY CONTROL
 SN0702  ___________________________________________________________________
 SN0702* NAD 83(1986)-  47 41 51.     (N)    101 09 40.     (W)     SCALED    
 SN0702* NAVD 88     -       594.471  (meters)    1950.36   (feet)  ADJUSTED  
 SN0702  ___________________________________________________________________
 SN0702  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SN0702  DYNAMIC HT  -         594.526 (meters)    1950.54  (feet)  COMP
 SN0702  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SN0702
 SN0702  VERT ORDER  -  SECOND    CLASS 0
 SN0702
 SN0702.The horizontal coordinates were scaled from a topographic map and have
 SN0702.an estimated accuracy of +/- 6 seconds.
 SN0702
 SN0702.The orthometric height was determined by differential leveling
 SN0702.and adjusted by the National Geodetic Survey in June 1991..
 SN0702
 SN0702.The geoid height was determined by GEOID03.
 SN0702
 SN0702.The dynamic height is computed by dividing the NAVD 88
 SN0702.geopotential number by the normal gravity value computed on the
 SN0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0702.degrees latitude (g = 980.6199 gals.).
 SN0702
 SN0702.The modeled gravity was interpolated from observed gravity values.
 SN0702
 SN0702;                    North         East    Units  Estimated Accuracy
 SN0702;SPC ND N     -    77,760.      550,380.      MT  (+/- 180 meters Scaled)
 SN0702
 SN0702                          SUPERSEDED SURVEY CONTROL
 SN0702
 SN0702  NGVD 29 (??/??/92)  594.07   (m)         1949.0    (f) COMPUTED    2 0
 SN0702
 SN0702.Superseded values are not recommended for survey control.
 SN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0702.See file dsdata.txt to determine how the superseded data were derived.
 SN0702
 SN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT378849(NAD 83)
 SN0702_MARKER: Z = SEE DESCRIPTION
 SN0702_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0702_SP_SET: CONCRETE PEDESTAL
 SN0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0702
 SN0702  HISTORY     - Date     Condition        Report By
 SN0702  HISTORY     - UNK      MONUMENTED       DOD
 SN0702  HISTORY     - 1962     GOOD             NGS
 SN0702
 SN0702                          STATION DESCRIPTION
 SN0702
 SN0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0702'14.7 MI SE FROM MAX.
 SN0702'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0702'AT MAX, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0702'SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTHEAST ACROSS A FIELD,
 SN0702'THENCE 0.2 MILE SOUTHWEST ACROSS A FIELD, ON THE CREST OF A RIDGE, 200
 SN0702'FEET NORTH OF THE SOUTH EDGE OF THE FIELD, A 1 1/2 X 4 FOOT CONCRETE
 SN0702'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0704 ***********************************************************************
 SN0704  DESIGNATION -  C 9 Z
 SN0704  PID         -  SN0704
 SN0704  STATE/COUNTY-  ND/MCLEAN
 SN0704  USGS QUAD   -  COLEHARBOR NW (1981)
 SN0704
 SN0704                         *CURRENT SURVEY CONTROL
 SN0704  ___________________________________________________________________
 SN0704* NAD 83(1986)-  47 42 14.     (N)    101 09 10.     (W)     SCALED    
 SN0704* NAVD 88     -       602.827  (meters)    1977.77   (feet)  ADJUSTED  
 SN0704  ___________________________________________________________________
 SN0704  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SN0704  DYNAMIC HT  -         602.885 (meters)    1977.97  (feet)  COMP
 SN0704  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SN0704
 SN0704  VERT ORDER  -  SECOND    CLASS 0
 SN0704
 SN0704.The horizontal coordinates were scaled from a topographic map and have
 SN0704.an estimated accuracy of +/- 6 seconds.
 SN0704
 SN0704.The orthometric height was determined by differential leveling
 SN0704.and adjusted by the National Geodetic Survey in June 1991..
 SN0704
 SN0704.The geoid height was determined by GEOID03.
 SN0704
 SN0704.The dynamic height is computed by dividing the NAVD 88
 SN0704.geopotential number by the normal gravity value computed on the
 SN0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0704.degrees latitude (g = 980.6199 gals.).
 SN0704
 SN0704.The modeled gravity was interpolated from observed gravity values.
 SN0704
 SN0704;                    North         East    Units  Estimated Accuracy
 SN0704;SPC ND N     -    78,470.      551,010.      MT  (+/- 180 meters Scaled)
 SN0704
 SN0704                          SUPERSEDED SURVEY CONTROL
 SN0704
 SN0704  NGVD 29 (??/??/92)  602.42   (m)         1976.4    (f) COMPUTED    2 0
 SN0704
 SN0704.Superseded values are not recommended for survey control.
 SN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0704.See file dsdata.txt to determine how the superseded data were derived.
 SN0704
 SN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT384856(NAD 83)
 SN0704_MARKER: DS = TRIANGULATION STATION DISK
 SN0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0704_STAMPING: C 9 Z 1962
 SN0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0704+STABILITY: SURFACE MOTION
 SN0704
 SN0704  HISTORY     - Date     Condition        Report By
 SN0704  HISTORY     - 1962     MONUMENTED       CGS
 SN0704  HISTORY     - 1963     GOOD             NGS
 SN0704
 SN0704                          STATION DESCRIPTION
 SN0704
 SN0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0704'14.7 MI SE FROM MAX.
 SN0704'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0704'AT MAX, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0704'SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED
 SN0704'ROAD, 231 FEET NORTH-NORTHWEST OF R.M. 1, 186 FEET EAST OF R.M. 2, AND
 SN0704'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
 SN0704
 SN0704                          STATION RECOVERY (1963)
 SN0704
 SN0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0703 ***********************************************************************
 SN0703  DESIGNATION -  C 9 Z RM 1
 SN0703  PID         -  SN0703
 SN0703  STATE/COUNTY-  ND/MCLEAN
 SN0703  USGS QUAD   -  COLEHARBOR NW (1981)
 SN0703
 SN0703                         *CURRENT SURVEY CONTROL
 SN0703  ___________________________________________________________________
 SN0703* NAD 83(1986)-  47 42 13.     (N)    101 09 09.     (W)     SCALED    
 SN0703* NAVD 88     -       599.936  (meters)    1968.29   (feet)  ADJUSTED  
 SN0703  ___________________________________________________________________
 SN0703  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 SN0703  DYNAMIC HT  -         599.993 (meters)    1968.48  (feet)  COMP
 SN0703  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SN0703
 SN0703  VERT ORDER  -  SECOND    CLASS 0
 SN0703
 SN0703.The horizontal coordinates were scaled from a topographic map and have
 SN0703.an estimated accuracy of +/- 6 seconds.
 SN0703
 SN0703.The orthometric height was determined by differential leveling
 SN0703.and adjusted by the National Geodetic Survey in June 1991..
 SN0703
 SN0703.The geoid height was determined by GEOID03.
 SN0703
 SN0703.The dynamic height is computed by dividing the NAVD 88
 SN0703.geopotential number by the normal gravity value computed on the
 SN0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0703.degrees latitude (g = 980.6199 gals.).
 SN0703
 SN0703.The modeled gravity was interpolated from observed gravity values.
 SN0703
 SN0703;                    North         East    Units  Estimated Accuracy
 SN0703;SPC ND N     -    78,440.      551,030.      MT  (+/- 180 meters Scaled)
 SN0703
 SN0703                          SUPERSEDED SURVEY CONTROL
 SN0703
 SN0703  NGVD 29 (??/??/92)  599.53   (m)         1967.0    (f) COMPUTED    2 0
 SN0703
 SN0703.Superseded values are not recommended for survey control.
 SN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0703.See file dsdata.txt to determine how the superseded data were derived.
 SN0703
 SN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT385856(NAD 83)
 SN0703_MARKER: DR = REFERENCE MARK DISK
 SN0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0703_STAMPING: C 9 Z NO 1 1962
 SN0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0703+STABILITY: SURFACE MOTION
 SN0703
 SN0703  HISTORY     - Date     Condition        Report By
 SN0703  HISTORY     - 1962     MONUMENTED       CGS
 SN0703
 SN0703                          STATION DESCRIPTION
 SN0703
 SN0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0703'14.7 MI SE FROM MAX.
 SN0703'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0703'AT MAX, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0703'SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED
 SN0703'ROAD, ON THE CREST OF A HILL, 45 FEET NORTH OF THE CENTERLINE OF THE
 SN0703'ROAD, 231 FEET SOUTH-SOUTHEAST OF THE STATION MARK C 9 Z 1962, 90 FEET
 SN0703'NORTHWEST ACROSS THE ROAD FROM REA POLE NO. 24-20-10, 2.5 FEET EAST OF
 SN0703'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SN0703'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0705 ***********************************************************************
 SN0705  DESIGNATION -  C 9 Z RM 2
 SN0705  PID         -  SN0705
 SN0705  STATE/COUNTY-  ND/MCLEAN
 SN0705  USGS QUAD   -  COLEHARBOR NW (1981)
 SN0705
 SN0705                         *CURRENT SURVEY CONTROL
 SN0705  ___________________________________________________________________
 SN0705* NAD 83(1986)-  47 42 14.     (N)    101 09 11.     (W)     SCALED    
 SN0705* NAVD 88     -       599.810  (meters)    1967.88   (feet)  ADJUSTED  
 SN0705  ___________________________________________________________________
 SN0705  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 SN0705  DYNAMIC HT  -         599.867 (meters)    1968.06  (feet)  COMP
 SN0705  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SN0705
 SN0705  VERT ORDER  -  SECOND    CLASS 0
 SN0705
 SN0705.The horizontal coordinates were scaled from a topographic map and have
 SN0705.an estimated accuracy of +/- 6 seconds.
 SN0705
 SN0705.The orthometric height was determined by differential leveling
 SN0705.and adjusted by the National Geodetic Survey in June 1991..
 SN0705
 SN0705.The geoid height was determined by GEOID03.
 SN0705
 SN0705.The dynamic height is computed by dividing the NAVD 88
 SN0705.geopotential number by the normal gravity value computed on the
 SN0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0705.degrees latitude (g = 980.6199 gals.).
 SN0705
 SN0705.The modeled gravity was interpolated from observed gravity values.
 SN0705
 SN0705;                    North         East    Units  Estimated Accuracy
 SN0705;SPC ND N     -    78,470.      550,990.      MT  (+/- 180 meters Scaled)
 SN0705
 SN0705                          SUPERSEDED SURVEY CONTROL
 SN0705
 SN0705  NGVD 29 (??/??/92)  599.40   (m)         1966.5    (f) COMPUTED    2 0
 SN0705
 SN0705.Superseded values are not recommended for survey control.
 SN0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0705.See file dsdata.txt to determine how the superseded data were derived.
 SN0705
 SN0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT384856(NAD 83)
 SN0705_MARKER: DR = REFERENCE MARK DISK
 SN0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0705_STAMPING: C 9 Z NO 2 1962
 SN0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0705+STABILITY: SURFACE MOTION
 SN0705
 SN0705  HISTORY     - Date     Condition        Report By
 SN0705  HISTORY     - 1962     MONUMENTED       CGS
 SN0705  HISTORY     - 1963     GOOD             NGS
 SN0705
 SN0705                          STATION DESCRIPTION
 SN0705
 SN0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0705'14.7 MI SE FROM MAX.
 SN0705'ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0705'AT MAX, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0705'SOUTH ALONG A GRAVELED ROAD, THENCE 0.6 MILE EAST ALONG A GRAVELED
 SN0705'ROAD, 350 FEET NORTHWEST OF R.M. 1, 186 FEET WEST OF THE STATION MARK
 SN0705'C 9 Z 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SN0705
 SN0705                          STATION RECOVERY (1963)
 SN0705
 SN0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1046 ***********************************************************************
 TG1046  DESIGNATION -  C 90
 TG1046  PID         -  TG1046
 TG1046  STATE/COUNTY-  ND/DIVIDE
 TG1046  USGS QUAD   -  AMBROSE (1948)
 TG1046
 TG1046                         *CURRENT SURVEY CONTROL
 TG1046  ___________________________________________________________________
 TG1046* NAD 83(1986)-  48 56 49.     (N)    103 23 42.     (W)     SCALED    
 TG1046* NAVD 88     -       614.775  (meters)    2016.97   (feet)  ADJUSTED  
 TG1046  ___________________________________________________________________
 TG1046  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 TG1046  DYNAMIC HT  -         614.902 (meters)    2017.39  (feet)  COMP
 TG1046  MODELED GRAV-     980,795.3   (mgal)                       NAVD 88
 TG1046
 TG1046  VERT ORDER  -  SECOND    CLASS 0
 TG1046
 TG1046.The horizontal coordinates were scaled from a topographic map and have
 TG1046.an estimated accuracy of +/- 6 seconds.
 TG1046
 TG1046.The orthometric height was determined by differential leveling
 TG1046.and adjusted by the National Geodetic Survey in June 1991..
 TG1046
 TG1046.The geoid height was determined by GEOID03.
 TG1046
 TG1046.The dynamic height is computed by dividing the NAVD 88
 TG1046.geopotential number by the normal gravity value computed on the
 TG1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1046.degrees latitude (g = 980.6199 gals.).
 TG1046
 TG1046.The modeled gravity was interpolated from observed gravity values.
 TG1046
 TG1046;                    North         East    Units  Estimated Accuracy
 TG1046;SPC ND N     -   220,460.      387,980.      MT  (+/- 180 meters Scaled)
 TG1046
 TG1046                          SUPERSEDED SURVEY CONTROL
 TG1046
 TG1046  NGVD 29 (??/??/92)  614.305  (m)         2015.43   (f) ADJ UNCH    2 0
 TG1046
 TG1046.Superseded values are not recommended for survey control.
 TG1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1046.See file dsdata.txt to determine how the superseded data were derived.
 TG1046
 TG1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ175227(NAD 83)
 TG1046_MARKER: DB = BENCH MARK DISK
 TG1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1046_STAMPING: C-90--1934
 TG1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1046+STABILITY: SURFACE MOTION
 TG1046
 TG1046  HISTORY     - Date     Condition        Report By
 TG1046  HISTORY     - 1934     MONUMENTED       CGS
 TG1046  HISTORY     - 1935     GOOD             NGS
 TG1046
 TG1046                          STATION DESCRIPTION
 TG1046
 TG1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1046'5.0 MI NW FROM CROSBY.
 TG1046'5 MILES NORTHWEST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE
 TG1046'RAILWAY STATION AT CROSBY. 187 YARDS EAST OF EAST END OF SPUR 587.
 TG1046'40.7 FEET NORTH OF NORTH RAIL OF TRACK. 22.5 FEET EAST OF A TELEGRAPH
 TG1046'POLE.  2.5 FEET SOUTH OF RAILWAY FENCE.  STANDARD TABLET SET IN TOP OF
 TG1046'CONCRETE POST 3 INCHES HIGH.  NOTE-- THE MSP AND SSM RR IS NOW THE SOO
 TG1046'LINE.
 TG1046
 TG1046                          STATION RECOVERY (1935)
 TG1046
 TG1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 TG1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1059 ***********************************************************************
 TG1059  DESIGNATION -  C 91
 TG1059  PID         -  TG1059
 TG1059  STATE/COUNTY-  ND/DIVIDE
 TG1059  USGS QUAD   -  CROSBY SE (1948)
 TG1059
 TG1059                         *CURRENT SURVEY CONTROL
 TG1059  ___________________________________________________________________
 TG1059* NAD 83(1986)-  48 45 49.     (N)    103 18 42.     (W)     SCALED    
 TG1059* NAVD 88     -       642.767  (meters)    2108.81   (feet)  ADJUSTED  
 TG1059  ___________________________________________________________________
 TG1059  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TG1059  DYNAMIC HT  -         642.885 (meters)    2109.20  (feet)  COMP
 TG1059  MODELED GRAV-     980,773.2   (mgal)                       NAVD 88
 TG1059
 TG1059  VERT ORDER  -  SECOND    CLASS 0
 TG1059
 TG1059.The horizontal coordinates were scaled from a topographic map and have
 TG1059.an estimated accuracy of +/- 6 seconds.
 TG1059
 TG1059.The orthometric height was determined by differential leveling
 TG1059.and adjusted by the National Geodetic Survey in June 1991..
 TG1059
 TG1059.The geoid height was determined by GEOID03.
 TG1059
 TG1059.The dynamic height is computed by dividing the NAVD 88
 TG1059.geopotential number by the normal gravity value computed on the
 TG1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1059.degrees latitude (g = 980.6199 gals.).
 TG1059
 TG1059.The modeled gravity was interpolated from observed gravity values.
 TG1059
 TG1059;                    North         East    Units  Estimated Accuracy
 TG1059;SPC ND N     -   199,860.      393,340.      MT  (+/- 180 meters Scaled)
 TG1059
 TG1059                          SUPERSEDED SURVEY CONTROL
 TG1059
 TG1059  NGVD 29 (??/??/92)  642.296  (m)         2107.27   (f) ADJ UNCH    2 0
 TG1059
 TG1059.Superseded values are not recommended for survey control.
 TG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1059.See file dsdata.txt to determine how the superseded data were derived.
 TG1059
 TG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ240025(NAD 83)
 TG1059_MARKER: DB = BENCH MARK DISK
 TG1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1059_STAMPING: C-91--1934
 TG1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1059+STABILITY: SURFACE MOTION
 TG1059
 TG1059  HISTORY     - Date     Condition        Report By
 TG1059  HISTORY     - 1934     MONUMENTED       CGS
 TG1059
 TG1059                          STATION DESCRIPTION
 TG1059
 TG1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1059'11.2 MI S FROM CROSBY.
 TG1059'11.2 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 42.  11.2 MILES SOUTH OF
 TG1059'THE DIVIDE COUNTY COURT HOUSE AT CROSBY.  45 FEET SOUTHEAST OF STATE
 TG1059'HWY. 42 AND SECTION ROAD (INTERSECTION OF).  37 FEET EAST OF CENTER
 TG1059'LINE OF STATE HWY. 42.  30 FEET SOUTH OF CENTER LINE OF SECTION ROAD.
 TG1059'9 FEET WEST OF CORNER FENCE POST.  1.5 FEET NORTH OF FENCE.  A
 TG1059'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0412 ***********************************************************************
 SO0412  DESIGNATION -  C 92
 SO0412  PID         -  SO0412
 SO0412  STATE/COUNTY-  ND/MCKENZIE
 SO0412  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0412
 SO0412                         *CURRENT SURVEY CONTROL
 SO0412  ___________________________________________________________________
 SO0412* NAD 83(1986)-  47 41 56.     (N)    102 51 39.     (W)     SCALED    
 SO0412* NAVD 88     -       702.608  (meters)    2305.14   (feet)  ADJUSTED  
 SO0412  ___________________________________________________________________
 SO0412  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0412  DYNAMIC HT  -         702.669 (meters)    2305.34  (feet)  COMP
 SO0412  MODELED GRAV-     980,675.6   (mgal)                       NAVD 88
 SO0412
 SO0412  VERT ORDER  -  SECOND    CLASS 0
 SO0412
 SO0412.The horizontal coordinates were scaled from a topographic map and have
 SO0412.an estimated accuracy of +/- 6 seconds.
 SO0412
 SO0412.The orthometric height was determined by differential leveling
 SO0412.and adjusted by the National Geodetic Survey in June 1991..
 SO0412
 SO0412.The geoid height was determined by GEOID03.
 SO0412
 SO0412.The dynamic height is computed by dividing the NAVD 88
 SO0412.geopotential number by the normal gravity value computed on the
 SO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0412.degrees latitude (g = 980.6199 gals.).
 SO0412
 SO0412.The modeled gravity was interpolated from observed gravity values.
 SO0412
 SO0412;                    North         East    Units  Estimated Accuracy
 SO0412;SPC ND N     -    80,420.      422,830.      MT  (+/- 180 meters Scaled)
 SO0412
 SO0412                          SUPERSEDED SURVEY CONTROL
 SO0412
 SO0412  NGVD 29 (??/??/92)  702.107  (m)         2303.50   (f) ADJ UNCH    2 0
 SO0412
 SO0412.Superseded values are not recommended for survey control.
 SO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0412.See file dsdata.txt to determine how the superseded data were derived.
 SO0412
 SO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN604850(NAD 83)
 SO0412_MARKER: DB = BENCH MARK DISK
 SO0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0412_STAMPING: C-92 1934
 SO0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0412+STABILITY: SURFACE MOTION
 SO0412
 SO0412  HISTORY     - Date     Condition        Report By
 SO0412  HISTORY     - 1934     MONUMENTED       CGS
 SO0412  HISTORY     - 1940     GOOD             NGS
 SO0412
 SO0412                          STATION DESCRIPTION
 SO0412
 SO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0412'5.8 MI S FROM CROFF.
 SO0412'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SO0412'CROFF, ABOUT 0.3 MILES SOUTH OF A SMALL BRIDGE, AT THE WEST SIDE OF A
 SO0412'VALLEY, 0.5 MILE WIDE, 160 FEET SOUTH OF THE CENTER OF A GATE-WAY IN A
 SO0412'WIRE FENCE, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8-INCHES
 SO0412'WEST OF A FENCE AND 1 FOOT NORTH OF A WHITE WOODEN POST STENCILED
 SO0412'U.S.B.M.  A STANDARD DISK STAMPED C-92 1934 AND SET IN THE TOP OF A
 SO0412'CONCRETE POST 1.0 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0588 ***********************************************************************
 SO0588  DESIGNATION -  C 94
 SO0588  PID         -  SO0588
 SO0588  STATE/COUNTY-  ND/MCKENZIE
 SO0588  USGS QUAD   -  SQUAW GAP (1974)
 SO0588
 SO0588                         *CURRENT SURVEY CONTROL
 SO0588  ___________________________________________________________________
 SO0588* NAD 83(1986)-  47 26 45.     (N)    103 56 38.     (W)     SCALED    
 SO0588* NAVD 88     -       739.879  (meters)    2427.42   (feet)  ADJUSTED  
 SO0588  ___________________________________________________________________
 SO0588  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 SO0588  DYNAMIC HT  -         739.920 (meters)    2427.55  (feet)  COMP
 SO0588  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 SO0588
 SO0588  VERT ORDER  -  SECOND    CLASS 0
 SO0588
 SO0588.The horizontal coordinates were scaled from a topographic map and have
 SO0588.an estimated accuracy of +/- 6 seconds.
 SO0588
 SO0588.The orthometric height was determined by differential leveling
 SO0588.and adjusted by the National Geodetic Survey in June 1991..
 SO0588
 SO0588.The geoid height was determined by GEOID03.
 SO0588
 SO0588.The dynamic height is computed by dividing the NAVD 88
 SO0588.geopotential number by the normal gravity value computed on the
 SO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0588.degrees latitude (g = 980.6199 gals.).
 SO0588
 SO0588.The modeled gravity was interpolated from observed gravity values.
 SO0588
 SO0588;                    North         East    Units  Estimated Accuracy
 SO0588;SPC ND N     -    55,380.      340,350.      MT  (+/- 180 meters Scaled)
 SO0588
 SO0588                          SUPERSEDED SURVEY CONTROL
 SO0588
 SO0588  NGVD 29 (??/??/92)  739.302  (m)         2425.53   (f) ADJ UNCH    2 0
 SO0588
 SO0588.Superseded values are not recommended for survey control.
 SO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0588.See file dsdata.txt to determine how the superseded data were derived.
 SO0588
 SO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN796552(NAD 83)
 SO0588_MARKER: DB = BENCH MARK DISK
 SO0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0588_STAMPING: C 94 1934
 SO0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0588+STABILITY: SURFACE MOTION
 SO0588
 SO0588  HISTORY     - Date     Condition        Report By
 SO0588  HISTORY     - 1934     MONUMENTED       CGS
 SO0588  HISTORY     - 1938     GOOD             NGS
 SO0588
 SO0588                          STATION DESCRIPTION
 SO0588
 SO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0588'37.8 MI S FROM ALEXANDER.
 SO0588'37.8 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE GREAT NORTHERN
 SO0588'RAILWAY STATION AT ALEXANDER, MCKENZIE COUNTY, 0.2 MILE EAST OF A
 SO0588'GROUP OF RANCH BUILDINGS, 100 FEET WEST OF A CREEK BANK, 37 FEET EAST
 SO0588'OF THE CENTER OF A CATTLE GUARD, 29 FEET NORTHEAST OF A FENCE CORNER,
 SO0588'AND 33 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE
 SO0588'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0296 ***********************************************************************
 SO0296  DESIGNATION -  C 95
 SO0296  PID         -  SO0296
 SO0296  STATE/COUNTY-  ND/DUNN
 SO0296  USGS QUAD   -  HALLIDAY (1973)
 SO0296
 SO0296                         *CURRENT SURVEY CONTROL
 SO0296  ___________________________________________________________________
 SO0296* NAD 83(1986)-  47 19 40.     (N)    102 20 10.     (W)     SCALED    
 SO0296* NAVD 88     -       659.739  (meters)    2164.49   (feet)  POSTED    
 SO0296  ___________________________________________________________________
 SO0296  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0296  DYNAMIC HT  -         659.780 (meters)    2164.63  (feet)  COMP
 SO0296  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
 SO0296
 SO0296  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SO0296
 SO0296.The horizontal coordinates were scaled from a topographic map and have
 SO0296.an estimated accuracy of +/- 6 seconds.
 SO0296
 SO0296.The orthometric height was determined by differential leveling
 SO0296.and adjusted by the National Geodetic Survey in 1992..
 SO0296.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SO0296.rate of 4.1 thru 8.0 mm/km.
 SO0296
 SO0296.The geoid height was determined by GEOID03.
 SO0296
 SO0296.The dynamic height is computed by dividing the NAVD 88
 SO0296.geopotential number by the normal gravity value computed on the
 SO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0296.degrees latitude (g = 980.6199 gals.).
 SO0296
 SO0296.The modeled gravity was interpolated from observed gravity values.
 SO0296
 SO0296;                    North         East    Units  Estimated Accuracy
 SO0296;SPC ND S     -   186,270.      461,230.      MT  (+/- 180 meters Scaled)
 SO0296
 SO0296                          SUPERSEDED SURVEY CONTROL
 SO0296
 SO0296  NGVD 29 (??/??/92)  659.33   (m)         2163.2    (f) COMPUTED    2 0
 SO0296
 SO0296.Superseded values are not recommended for survey control.
 SO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0296.See file dsdata.txt to determine how the superseded data were derived.
 SO0296
 SO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN012450(NAD 83)
 SO0296_MARKER: DB = BENCH MARK DISK
 SO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0296_STAMPING: C-95 -- 1934
 SO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0296+STABILITY: SURFACE MOTION
 SO0296
 SO0296  HISTORY     - Date     Condition        Report By
 SO0296  HISTORY     - 1934     MONUMENTED       CGS
 SO0296  HISTORY     - 1958     MARK NOT FOUND   NGS
 SO0296
 SO0296                          STATION DESCRIPTION
 SO0296
 SO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0296'1.9 MI S FROM HALLIDAY.
 SO0296'1.9 MILES SOUTH OF NORTHERN PACIFIC RAILWAY STATION AT HALLIDAY.  55
 SO0296'FEET NORTH OF CENTERLINE OF A ROAD CROSSING STATE HWY. 8 AND STATE
 SO0296'HIGHWAY NO. 25.  41 FEET WEST OF CENTERLINE OF STATE HIGHWAY NO. 8 AND
 SO0296'25.  A STANDARD TABLET SET IN TOP OF A CONCRETE POST 4 INCHES HIGH.
 SO0296
 SO0296                          STATION RECOVERY (1958)
 SO0296
 SO0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 SO0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0297 ***********************************************************************
 SO0297  DESIGNATION -  C 95 RESET
 SO0297  PID         -  SO0297
 SO0297  STATE/COUNTY-  ND/DUNN
 SO0297  USGS QUAD   -  HALLIDAY (1973)
 SO0297
 SO0297                         *CURRENT SURVEY CONTROL
 SO0297  ___________________________________________________________________
 SO0297* NAD 83(1986)-  47 19 41.     (N)    102 20 10.     (W)     SCALED    
 SO0297* NAVD 88     -       659.413  (meters)    2163.42   (feet)  ADJUSTED  
 SO0297  ___________________________________________________________________
 SO0297  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0297  DYNAMIC HT  -         659.459 (meters)    2163.58  (feet)  COMP
 SO0297  MODELED GRAV-     980,659.9   (mgal)                       NAVD 88
 SO0297
 SO0297  VERT ORDER  -  SECOND    CLASS 0
 SO0297
 SO0297.The horizontal coordinates were scaled from a topographic map and have
 SO0297.an estimated accuracy of +/- 6 seconds.
 SO0297
 SO0297.The orthometric height was determined by differential leveling
 SO0297.and adjusted by the National Geodetic Survey in June 1991..
 SO0297
 SO0297.The geoid height was determined by GEOID03.
 SO0297
 SO0297.The dynamic height is computed by dividing the NAVD 88
 SO0297.geopotential number by the normal gravity value computed on the
 SO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0297.degrees latitude (g = 980.6199 gals.).
 SO0297
 SO0297.The modeled gravity was interpolated from observed gravity values.
 SO0297
 SO0297;                    North         East    Units  Estimated Accuracy
 SO0297;SPC ND S     -   186,300.      461,230.      MT  (+/- 180 meters Scaled)
 SO0297
 SO0297                          SUPERSEDED SURVEY CONTROL
 SO0297
 SO0297  NGVD 29 (??/??/92)  658.972  (m)         2161.98   (f) ADJ UNCH    2 0
 SO0297
 SO0297.Superseded values are not recommended for survey control.
 SO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0297.See file dsdata.txt to determine how the superseded data were derived.
 SO0297
 SO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN012450(NAD 83)
 SO0297_MARKER: DB = BENCH MARK DISK
 SO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0297_STAMPING: C 95 RESET 1957
 SO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0297+STABILITY: SURFACE MOTION
 SO0297
 SO0297  HISTORY     - Date     Condition        Report By
 SO0297  HISTORY     - 1957     MONUMENTED       CGS
 SO0297  HISTORY     - 1961     GOOD             NGS
 SO0297
 SO0297                          STATION DESCRIPTION
 SO0297
 SO0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0297'1.9 MI S FROM HALLIDAY.
 SO0297'0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0297'STATION AT HALLIDAY, 0.8 MILE SOUTH ALONG STATE HIGHWAY 8, 0.9 MILE
 SO0297'SOUTH ALONG STATE HIGHWAY 8 AND 7, AT THE JUNCTION OF A T ROAD LEADING
 SO0297'EAST, 135 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET WEST OF
 SO0297'A FENCE CORNER, 1/2 FOOT SOUTH OF AN EAST-WEST FENCE, 1-1/2 FEET EAST
 SO0297'OF A CONCRETE WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 SO0297'PROJECTING 4 INCHES.  NOTE-- A CONCRETE POST WITH THE LETTERS USBM HAS
 SO0297'BEEN SET 2 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0069 ***********************************************************************
 RS0069  DESIGNATION -  C 97
 RS0069  PID         -  RS0069
 RS0069  STATE/COUNTY-  ND/ADAMS
 RS0069  USGS QUAD   -  BARTHS BUTTE (1974)
 RS0069
 RS0069                         *CURRENT SURVEY CONTROL
 RS0069  ___________________________________________________________________
 RS0069* NAD 83(1986)-  46 04 36.     (N)    102 16 43.     (W)     SCALED    
 RS0069* NAVD 88     -       744.960  (meters)    2444.09   (feet)  ADJUSTED  
 RS0069  ___________________________________________________________________
 RS0069  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 RS0069  DYNAMIC HT  -         744.885 (meters)    2443.84  (feet)  COMP
 RS0069  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 RS0069
 RS0069  VERT ORDER  -  SECOND    CLASS 0
 RS0069
 RS0069.The horizontal coordinates were scaled from a topographic map and have
 RS0069.an estimated accuracy of +/- 6 seconds.
 RS0069
 RS0069.The orthometric height was determined by differential leveling
 RS0069.and adjusted by the National Geodetic Survey in June 1991..
 RS0069
 RS0069.The geoid height was determined by GEOID03.
 RS0069
 RS0069.The dynamic height is computed by dividing the NAVD 88
 RS0069.geopotential number by the normal gravity value computed on the
 RS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0069.degrees latitude (g = 980.6199 gals.).
 RS0069
 RS0069.The modeled gravity was interpolated from observed gravity values.
 RS0069
 RS0069;                    North         East    Units  Estimated Accuracy
 RS0069;SPC ND S     -    47,130.      462,420.      MT  (+/- 180 meters Scaled)
 RS0069
 RS0069                          SUPERSEDED SURVEY CONTROL
 RS0069
 RS0069  NGVD 29 (??/??/92)  744.46   (m)         2442.4    (f) COMPUTED    2 0
 RS0069
 RS0069.Superseded values are not recommended for survey control.
 RS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0069.See file dsdata.txt to determine how the superseded data were derived.
 RS0069
 RS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM104061(NAD 83)
 RS0069_MARKER: DB = BENCH MARK DISK
 RS0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0069_STAMPING: C-97 -- 1934
 RS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0069+STABILITY: SURFACE MOTION
 RS0069
 RS0069  HISTORY     - Date     Condition        Report By
 RS0069  HISTORY     - 1934     MONUMENTED       CGS
 RS0069  HISTORY     - 1936     MARK NOT FOUND   LOCENG
 RS0069
 RS0069                          STATION DESCRIPTION
 RS0069
 RS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0069'10.1 MI N FROM PETREL.
 RS0069'10.1 MILES NORTH OF THE CHICAGO MILWAUKEE AND ST. PAUL RAILWAY STATION
 RS0069'AT PETREL. 342 FEET NORTHEAST OF NORTHEAST CORNER OF A FARM HOUSE. 256
 RS0069'FEET NORTH OF CENTERLINE OF DRIVEWAY TO FARM HOUSE. 28 FEET EAST OF
 RS0069'CENTERLINE OF ROAD. 3 FEET NORTH OF A TELEPHONE POLE AND LINED IN WITH
 RS0069'ROW OF POLES.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 RS0069'HIGH.
 RS0069
 RS0069                          STATION RECOVERY (1936)
 RS0069
 RS0069'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 RS0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0070 ***********************************************************************
 RS0070  DESIGNATION -  C 97 RESET
 RS0070  PID         -  RS0070
 RS0070  STATE/COUNTY-  ND/ADAMS
 RS0070  USGS QUAD   -  BARTHS BUTTE (1974)
 RS0070
 RS0070                         *CURRENT SURVEY CONTROL
 RS0070  ___________________________________________________________________
 RS0070* NAD 83(1986)-  46 04 36.     (N)    102 16 43.     (W)     SCALED    
 RS0070* NAVD 88     -       744.96   (+/-2cm)    2444.1    (feet)  VERTCON   
 RS0070  ___________________________________________________________________
 RS0070  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 RS0070
 RS0070  VERT ORDER  -  ? (See Below)
 RS0070
 RS0070.The horizontal coordinates were scaled from a topographic map and have
 RS0070.an estimated accuracy of +/- 6 seconds.
 RS0070
 RS0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0070.The vertical order pertains to the NGVD 29 superseded value.
 RS0070
 RS0070.The geoid height was determined by GEOID03.
 RS0070
 RS0070;                    North         East    Units  Estimated Accuracy
 RS0070;SPC ND S     -    47,130.      462,420.      MT  (+/- 180 meters Scaled)
 RS0070
 RS0070                          SUPERSEDED SURVEY CONTROL
 RS0070
 RS0070  NGVD 29 (??/??/92)  744.457  (m)         2442.44   (f) ADJ UNCH    ?  
 RS0070
 RS0070.Superseded values are not recommended for survey control.
 RS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0070.See file dsdata.txt to determine how the superseded data were derived.
 RS0070
 RS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM104061(NAD 83)
 RS0070_MARKER: DB = BENCH MARK DISK
 RS0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0070_STAMPING: C 97 1934
 RS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0070+STABILITY: SURFACE MOTION
 RS0070
 RS0070  HISTORY     - Date     Condition        Report By
 RS0070  HISTORY     - 1936     MONUMENTED       CGS
 RS0070  HISTORY     - 1974     GOOD             USGS
 RS0070
 RS0070                          STATION DESCRIPTION
 RS0070
 RS0070'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0070'10.1 MI N FROM PETREL.
 RS0070'10.1 MI N. ALONG RD FROM RR STATION AT PETREL.  PETREL, ABOUT 9.0
 RS0070'MI.N. OF (AIRLINE) IN SEC.14,T.130 N.,R.14 W. 275 FT N.OF, 29 FT.E.OF
 RS0070'AND 2.5 FT HIGHER THAN RD.AT E-W FIELD ETRANCES. IN CONC. POST,
 RS0070'PROTRUDING 2.0 FT., A STD. TABLET, STAMPED C97 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0237 ***********************************************************************
 RS0237  DESIGNATION -  C 98
 RS0237  PID         -  RS0237
 RS0237  STATE/COUNTY-  ND/SLOPE
 RS0237  USGS QUAD   -  SPRING CREEK (1980)
 RS0237
 RS0237                         *CURRENT SURVEY CONTROL
 RS0237  ___________________________________________________________________
 RS0237* NAD 83(1986)-  46 34 10.     (N)    103 41 48.     (W)     SCALED    
 RS0237* NAVD 88     -       875.637  (meters)    2872.82   (feet)  ADJUSTED  
 RS0237  ___________________________________________________________________
 RS0237  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 RS0237  DYNAMIC HT  -         875.591 (meters)    2872.67  (feet)  COMP
 RS0237  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 RS0237
 RS0237  VERT ORDER  -  SECOND    CLASS 0
 RS0237
 RS0237.The horizontal coordinates were scaled from a topographic map and have
 RS0237.an estimated accuracy of +/- 6 seconds.
 RS0237
 RS0237.The orthometric height was determined by differential leveling
 RS0237.and adjusted by the National Geodetic Survey in June 1991..
 RS0237
 RS0237.The geoid height was determined by GEOID03.
 RS0237
 RS0237.The dynamic height is computed by dividing the NAVD 88
 RS0237.geopotential number by the normal gravity value computed on the
 RS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0237.degrees latitude (g = 980.6199 gals.).
 RS0237
 RS0237.The modeled gravity was interpolated from observed gravity values.
 RS0237
 RS0237;                    North         East    Units  Estimated Accuracy
 RS0237;SPC ND S     -   105,340.      355,010.      MT  (+/- 180 meters Scaled)
 RS0237
 RS0237                          SUPERSEDED SURVEY CONTROL
 RS0237
 RS0237  NGVD 29 (??/??/92)  875.100  (m)         2871.06   (f) ADJ UNCH    2 0
 RS0237
 RS0237.Superseded values are not recommended for survey control.
 RS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0237.See file dsdata.txt to determine how the superseded data were derived.
 RS0237
 RS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM998581(NAD 83)
 RS0237_MARKER: DB = BENCH MARK DISK
 RS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0237_STAMPING: C 98 1934
 RS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0237+STABILITY: SURFACE MOTION
 RS0237
 RS0237  HISTORY     - Date     Condition        Report By
 RS0237  HISTORY     - 1934     MONUMENTED       CGS
 RS0237  HISTORY     - 1974     GOOD             USGS
 RS0237
 RS0237                          STATION DESCRIPTION
 RS0237
 RS0237'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0237'32.8 MI NE FROM MARMARTH.
 RS0237'ABOUT 32.2 MI NE ALONG RIVER RD TO MEDORA FROM MARMARTH, 0.8 MI E
 RS0237'ALONG U.S. HWY NO 12, THENCE 32.0 MI N AND E ALONG COUNTY RDS TO THE
 RS0237'SE COR OF SEC 23, T 136 N, R 104 W.  AT A RIGHT ANGLE TURN OF TRACK RD
 RS0237'FROM N TO W, IN LINE WITH RD S AND 21 FT N OF RD W.  SET IN THE TOP OF
 RS0237'A CONC POST PROJECTING 0.4 FT, A STD DISK STAMPED C 98 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0078 ***********************************************************************
 RS0078  DESIGNATION -  C 99
 RS0078  PID         -  RS0078
 RS0078  STATE/COUNTY-  ND/HETTINGER
 RS0078  USGS QUAD   -  HAVELOCK (1973)
 RS0078
 RS0078                         *CURRENT SURVEY CONTROL
 RS0078  ___________________________________________________________________
 RS0078* NAD 83(1986)-  46 27 10.     (N)    102 40 07.     (W)     SCALED    
 RS0078* NAVD 88     -       758.181  (meters)    2487.47   (feet)  ADJUSTED  
 RS0078  ___________________________________________________________________
 RS0078  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RS0078  DYNAMIC HT  -         758.139 (meters)    2487.33  (feet)  COMP
 RS0078  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 RS0078
 RS0078  VERT ORDER  -  SECOND    CLASS 0
 RS0078
 RS0078.The horizontal coordinates were scaled from a topographic map and have
 RS0078.an estimated accuracy of +/- 6 seconds.
 RS0078
 RS0078.The orthometric height was determined by differential leveling
 RS0078.and adjusted by the National Geodetic Survey in June 1991..
 RS0078
 RS0078.The geoid height was determined by GEOID03.
 RS0078
 RS0078.The dynamic height is computed by dividing the NAVD 88
 RS0078.geopotential number by the normal gravity value computed on the
 RS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0078.degrees latitude (g = 980.6199 gals.).
 RS0078
 RS0078.The modeled gravity was interpolated from observed gravity values.
 RS0078
 RS0078;                    North         East    Units  Estimated Accuracy
 RS0078;SPC ND S     -    89,680.      433,420.      MT  (+/- 180 meters Scaled)
 RS0078
 RS0078                          SUPERSEDED SURVEY CONTROL
 RS0078
 RS0078  NGVD 29 (??/??/92)  757.661  (m)         2485.76   (f) ADJ UNCH    2 0
 RS0078
 RS0078.Superseded values are not recommended for survey control.
 RS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0078.See file dsdata.txt to determine how the superseded data were derived.
 RS0078
 RS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM790469(NAD 83)
 RS0078_MARKER: DB = BENCH MARK DISK
 RS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0078_STAMPING: C-99 1934
 RS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0078+STABILITY: SURFACE MOTION
 RS0078
 RS0078  HISTORY     - Date     Condition        Report By
 RS0078  HISTORY     - 1934     MONUMENTED       CGS
 RS0078  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 RS0078
 RS0078                          STATION DESCRIPTION
 RS0078
 RS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0078'3.9 MI SE FROM HAVELOCK.
 RS0078'3.9 MILES SOUTHEAST OF THE STATION AT HAVELOCK.  227 YARDS WEST OF A
 RS0078'ROAD CROSSING THE TRACK LEADING TO A RANCH HOUSE.  159 YARDS WEST OF
 RS0078'M.P.NO. 122.  190 FEET WEST OF A POINT ON BANK NEAREST THE TRACK OF A
 RS0078'HORSESHOE BEND IN COAL BANK CREEK THAT CUTS ABOUT 10 FEET INTO THE
 RS0078'RAILROAD R-W.  44.4 FEET SOUTH OF SOUTH RAIL OF TRACK.  4 FEET NORTH
 RS0078'OF A TELEGRAPH POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6
 RS0078'INCHES HIGH.  NOTE-- THE RR STATION AT HAVELOCK NO LONGER EXISTS.
 RS0078
 RS0078                          STATION RECOVERY (1972)
 RS0078
 RS0078'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0151 ***********************************************************************
 TF0151  DESIGNATION -  C X 3
 TF0151  PID         -  TF0151
 TF0151  STATE/COUNTY-  ND/PIERCE
 TF0151  USGS QUAD   -  LEVERICH (1954)
 TF0151
 TF0151                         *CURRENT SURVEY CONTROL
 TF0151  ___________________________________________________________________
 TF0151* NAD 83(1986)-  48 23 59.     (N)    100 01 29.     (W)     SCALED    
 TF0151* NAVD 88     -       467.415  (meters)    1533.51   (feet)  ADJUSTED  
 TF0151  ___________________________________________________________________
 TF0151  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 TF0151  DYNAMIC HT  -         467.511 (meters)    1533.83  (feet)  COMP
 TF0151  MODELED GRAV-     980,801.5   (mgal)                       NAVD 88
 TF0151
 TF0151  VERT ORDER  -  SECOND    CLASS 0
 TF0151
 TF0151.The horizontal coordinates were scaled from a topographic map and have
 TF0151.an estimated accuracy of +/- 6 seconds.
 TF0151
 TF0151.The orthometric height was determined by differential leveling
 TF0151.and adjusted by the National Geodetic Survey in June 1991..
 TF0151
 TF0151.The geoid height was determined by GEOID03.
 TF0151
 TF0151.The dynamic height is computed by dividing the NAVD 88
 TF0151.geopotential number by the normal gravity value computed on the
 TF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0151.degrees latitude (g = 980.6199 gals.).
 TF0151
 TF0151.The modeled gravity was interpolated from observed gravity values.
 TF0151
 TF0151;                    North         East    Units  Estimated Accuracy
 TF0151;SPC ND N     -   155,730.      635,190.      MT  (+/- 180 meters Scaled)
 TF0151
 TF0151                          SUPERSEDED SURVEY CONTROL
 TF0151
 TF0151  NGVD 29 (??/??/92)  467.058  (m)         1532.34   (f) ADJ UNCH    2 0
 TF0151
 TF0151.Superseded values are not recommended for survey control.
 TF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0151.See file dsdata.txt to determine how the superseded data were derived.
 TF0151
 TF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU241612(NAD 83)
 TF0151_MARKER: DB = BENCH MARK DISK
 TF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0151_STAMPING: C X 3 1932
 TF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0151+STABILITY: SURFACE MOTION
 TF0151
 TF0151  HISTORY     - Date     Condition        Report By
 TF0151  HISTORY     - 1932     MONUMENTED       LOCENG
 TF0151  HISTORY     - 1951     GOOD             USGS
 TF0151
 TF0151                          STATION DESCRIPTION
 TF0151
 TF0151'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0151'3 MI N FROM RUGBY.
 TF0151'3 MILES NORTH ALONG OLD HIGHWAY 3, FROM THE GREAT NORTHERN RAILWAY
 TF0151'STATION AT RUGBY, PIERCE COUNTY, 0.4 MILE WEST OF THE HIGHWAY, 0.5
 TF0151'MILE SOUTH OF THE PRESENT RUGBY AIRPORT, 64 YARDS SOUTH OF AN
 TF0151'EAST-AND-WEST SECTION-LINE ROAD, 350 FEET NORTHWEST OF A WELL, AND IN
 TF0151'THE CENTER OF AN OLD STANDARD AIRPORT CIRCLE.  A STANDARD DISK,
 TF0151'STAMPED C X 3 1932 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 TF0151'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0721 ***********************************************************************
 SO0721  DESIGNATION -  CAIRN
 SO0721  PID         -  SO0721
 SO0721  STATE/COUNTY-  ND/MERCER
 SO0721  USGS QUAD   -  RAUB SE (1967)
 SO0721
 SO0721                         *CURRENT SURVEY CONTROL
 SO0721  ___________________________________________________________________
 SO0721* NAD 83(1996)-  47 30 20.40706(N)    102 02 59.06726(W)     ADJUSTED  
 SO0721* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 SO0721  ___________________________________________________________________
 SO0721  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 SO0721  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 SO0721
 SO0721  HORZ ORDER  -  SECOND
 SO0721
 SO0721.The horizontal coordinates were established by classical geodetic methods
 SO0721.and adjusted by the National Geodetic Survey in January 1998..
 SO0721
 SO0721.The orthometric height was scaled from a topographic map.
 SO0721
 SO0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0721
 SO0721.The geoid height was determined by GEOID03.
 SO0721
 SO0721;                    North         East     Units Scale Factor Converg.
 SO0721;SPC ND S     -   205,577.660   483,256.608   MT  1.00000450   -1 07 49.3
 SO0721;SPC ND S     -   674,467.39  1,585,487.56   iFT  1.00000450   -1 07 49.3
 SO0721;SPC ND N     -    57,395.433   483,259.012   MT  0.99998657   -1 09 11.6
 SO0721;SPC ND N     -   188,305.23  1,585,495.45   iFT  0.99998657   -1 09 11.6
 SO0721;UTM  13      - 5,265,578.937   722,161.734   MT  1.00020658   +2 10 34.5
 SO0721;UTM  14      - 5,265,868.395   270,347.646   MT  1.00024817   -2 14 58.9
 SO0721
 SO0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0721!SPC ND S     -   0.99989752  x   1.00000450  =   0.99990202
 SO0721!SPC ND N     -   0.99989752  x   0.99998657  =   0.99988409
 SO0721!UTM  13      -   0.99989752  x   1.00020658  =   1.00010408
 SO0721!UTM  14      -   0.99989752  x   1.00024817  =   1.00014567
 SO0721
 SO0721:                Primary Azimuth Mark                     Grid Az
 SO0721:SPC ND S     -  SCORIA                                   011 26 15.9
 SO0721:SPC ND N     -  SCORIA                                   011 27 38.2
 SO0721:UTM  13      -  SCORIA                                   008 07 52.1
 SO0721:UTM  14      -  SCORIA                                   012 33 25.5
 SO0721
 SO0721|---------------------------------------------------------------------|
 SO0721| PID    Reference Object                     Distance      Geod. Az  |
 SO0721|                                                           dddmmss.s |
 SO0721| SO0229 SCORIA                              APPROX. 9.2 KM 0101826.6 |
 SO0721|---------------------------------------------------------------------|
 SO0721
 SO0721                          SUPERSEDED SURVEY CONTROL
 SO0721
 SO0721  NAD 83(1986)-  47 30 20.40402(N)    102 02 59.06076(W) AD(       ) 2
 SO0721  NAD 27      -  47 30 20.38800(N)    102 02 57.43600(W) AD(       ) 2
 SO0721
 SO0721.Superseded values are not recommended for survey control.
 SO0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0721.See file dsdata.txt to determine how the superseded data were derived.
 SO0721
 SO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN2216265579(NAD 83)
 SO0721_MARKER: Z = SEE DESCRIPTION
 SO0721_SETTING: 0 = UNSPECIFIED SETTING
 SO0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0721
 SO0721  HISTORY     - Date     Condition        Report By
 SO0721  HISTORY     - 1889     MONUMENTED       MORC
 SO0721
 SO0721                          STATION DESCRIPTION
 SO0721
 SO0721'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0721'IS ON RIGHT BANK, AND LIES ABOUT S. 85 DEG W. (TRUE), 11.42
 SO0721'MILES DISTANT FROM FORT BERTHOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1859 ***********************************************************************
 TE1859  DESIGNATION -  CALIO
 TE1859  PID         -  TE1859
 TE1859  STATE/COUNTY-  ND/TOWNER
 TE1859  USGS QUAD   -  CALIO (1971)
 TE1859
 TE1859                         *CURRENT SURVEY CONTROL
 TE1859  ___________________________________________________________________
 TE1859* NAD 83(1996)-  48 37 49.84179(N)    098 58 21.43369(W)     ADJUSTED  
 TE1859* NAVD 88     -       477.1    (meters)    1565.     (feet)  VERTCON   
 TE1859  ___________________________________________________________________
 TE1859  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 TE1859  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 TE1859
 TE1859  HORZ ORDER  -  SECOND
 TE1859
 TE1859.The horizontal coordinates were established by classical geodetic methods
 TE1859.and adjusted by the National Geodetic Survey in January 1998..
 TE1859
 TE1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1859
 TE1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1859
 TE1859.The geoid height was determined by GEOID03.
 TE1859
 TE1859;                    North         East     Units Scale Factor Converg.
 TE1859;SPC ND N     -   182,404.289   712,575.954   MT  0.99998124   +1 08 11.7
 TE1859;SPC ND N     -   598,439.27  2,337,847.62   iFT  0.99998124   +1 08 11.7
 TE1859;UTM  14      - 5,386,383.195   502,017.379   MT  0.99960005   +0 01 14.0
 TE1859
 TE1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1859!SPC ND N     -   0.99992894  x   0.99998124  =   0.99991018
 TE1859!UTM  14      -   0.99992894  x   0.99960005  =   0.99952902
 TE1859
 TE1859|---------------------------------------------------------------------|
 TE1859| PID    Reference Object                     Distance      Geod. Az  |
 TE1859|                                                           dddmmss.s |
 TE1859| CO7415 CALIO RM 1                           17.363 METERS 08912     |
 TE1859| TE1917 OLMSTEAD BORDER PATROL TOWER        APPROX. 3.8 KM 2444633.3 |
 TE1859| CO7416 CALIO RM 2                           13.377 METERS 27114     |
 TE1859|---------------------------------------------------------------------|
 TE1859
 TE1859                          SUPERSEDED SURVEY CONTROL
 TE1859
 TE1859  NAD 83(1986)-  48 37 49.84090(N)    098 58 21.42322(W) AD(       ) 2
 TE1859  NAD 27      -  48 37 49.81491(N)    098 58 19.93459(W) AD(       ) 2
 TE1859  NGVD 29 (07/19/86)  476.7    (m)         1564.     (f) VERT ANG       
 TE1859
 TE1859.Superseded values are not recommended for survey control.
 TE1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1859.See file dsdata.txt to determine how the superseded data were derived.
 TE1859
 TE1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0201786383(NAD 83)
 TE1859_MARKER: DD = SURVEY DISK
 TE1859_SETTING: 0 = UNSPECIFIED SETTING
 TE1859
 TE1859  HISTORY     - Date     Condition        Report By
 TE1859  HISTORY     - 1968     MONUMENTED       USGS
 TE1859
 TE1859                          STATION DESCRIPTION
 TE1859
 TE1859'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1859'THE STATION IS LOCATED APPROX. 2.0 MI W. OF THE VILLAGE OF CALIO, ON
 TE1859'THE S. SIDE OF STATE HWY. 66, NEAR THE E. SIXTEENTH COR. BETWEEN
 TE1859'SECS. 36 AND 18 TS. 159 AND 160 N., R. 65 W.
 TE1859'
 TE1859'TP REACH THE STATION FROM THE OLD SCHOOL BUILDING AT CALIO, GO S.
 TE1859'0.2 MI TO STATE HWY. 66, TURN RIGHT (W.) AND GO ALONG HWY. 66, 1.8
 TE1859'MI TO STATION ON LEFT (S.) SIDE HWY.
 TE1859'
 TE1859'STATION MARK IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE1859'ROD, CENTERED IN A 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 TE1859'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET CALIO 1968, 95 FT S. OF
 TE1859'CENTER OF RR. TRACKS, 562 FT W. OF CENTER OF RR. CROSSING, 7 FT N.
 TE1859'OF FENCE, 9 FT N. AND 14 FT W. OF TELEPHONE POLE, 5 FT N. USGS
 TE1859'WITNESS POST, THE MARK IS FLUSH WITH THE GROUND.
 TE1859'
 TE1859'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE1859'COPPER COATED ROD, CENTERED IN A 6 IN. DIAMETER TILE 12 IN. LONG
 TE1859'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CALIO NO 1 1968,
 TE1859'THE MARK IS FLUSH WITH THE GROUND, E. OF THE STATION, 95 FT S. OF
 TE1859'CENTER OF RR. TRACKS, 7 FT N. E.-W. FENCE.
 TE1859'
 TE1859'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE1859'COPPER COATED ROD, CENTERED IN A 6 IN. DIAMETER TILE, 12 IN. LONG,
 TE1859'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CALIO NO 2 1968,
 TE1859'THE MARK IS FLUSH WITH THE GROUND, W. OF THE STATION, 94 FT S. OF
 TE1859'CENTER OF RR. TRACKS, 8 FT N. OF FENCE LINE.
 TE1859'
 TE1859'AZIMUTH MARK - NONE SET.
 TE1859'
 TE1859'REFERENCE AZIMUTH OBSERVED TO TOP CENTER BORDER PATROL RADIO
 TE1859'STATION.
 TE1859'
 TE1859'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1867 ***********************************************************************
 TE1867  DESIGNATION -  CALVIN
 TE1867  PID         -  TE1867
 TE1867  STATE/COUNTY-  ND/CAVALIER
 TE1867  USGS QUAD   -  SARLES SE (1970)
 TE1867
 TE1867                         *CURRENT SURVEY CONTROL
 TE1867  ___________________________________________________________________
 TE1867* NAD 83(1996)-  48 50 42.92878(N)    098 49 43.47728(W)     ADJUSTED  
 TE1867* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 TE1867  ___________________________________________________________________
 TE1867  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 TE1867  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 TE1867
 TE1867  HORZ ORDER  -  FIRST
 TE1867
 TE1867.The horizontal coordinates were established by classical geodetic methods
 TE1867.and adjusted by the National Geodetic Survey in January 1998..
 TE1867
 TE1867.The orthometric height was scaled from a topographic map.
 TE1867
 TE1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1867
 TE1867.The geoid height was determined by GEOID03.
 TE1867
 TE1867;                    North         East     Units Scale Factor Converg.
 TE1867;SPC ND N     -   206,499.765   722,660.534   MT  1.00002412   +1 14 37.1
 TE1867;SPC ND N     -   677,492.67  2,370,933.51   iFT  1.00002412   +1 14 37.1
 TE1867;UTM  14      - 5,410,268.217   512,564.875   MT  0.99960194   +0 07 44.2
 TE1867
 TE1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1867!SPC ND N     -   0.99992672  x   1.00002412  =   0.99995084
 TE1867!UTM  14      -   0.99992672  x   0.99960194  =   0.99952869
 TE1867
 TE1867|---------------------------------------------------------------------|
 TE1867| PID    Reference Object                     Distance      Geod. Az  |
 TE1867|                                                           dddmmss.s |
 TE1867| CO7418 CALVIN RM 1                         186.934 METERS 05444     |
 TE1867| CO7419 CALVIN RM 2                         267.981 METERS 09304     |
 TE1867| CO7417 CALVIN AZ MK                                       1762022.1 |
 TE1867| TE1876 CLYDE IMM CONCEPTION CATH CH        APPROX. 9.7 KM 2103543.8 |
 TE1867| TE1873 CALVIN PRESB CHURCH SPIRE           APPROX. 8.1 KM 2764342.1 |
 TE1867| TE1874 CALVIN BAPTIST CHURCH SPIRE         APPROX. 8.0 KM 2765215.4 |
 TE1867|---------------------------------------------------------------------|
 TE1867
 TE1867                          SUPERSEDED SURVEY CONTROL
 TE1867
 TE1867  NAD 83(1986)-  48 50 42.92661(N)    098 49 43.46055(W) AD(       ) 1
 TE1867  NAD 27      -  48 50 42.90500(N)    098 49 41.99000(W) AD(       ) 1
 TE1867
 TE1867.Superseded values are not recommended for survey control.
 TE1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1867.See file dsdata.txt to determine how the superseded data were derived.
 TE1867
 TE1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1256510268(NAD 83)
 TE1867_MARKER: DS = TRIANGULATION STATION DISK
 TE1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1867
 TE1867  HISTORY     - Date     Condition        Report By
 TE1867  HISTORY     - 1934     MONUMENTED       CGS
 TE1867  HISTORY     - 1969     GOOD             USGS
 TE1867
 TE1867                          STATION DESCRIPTION
 TE1867
 TE1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1867'STATION IS LOCATED IN THE NE 1/4 SEC. 20, T 162 N, R 63 W,
 TE1867'GREY TOWNSHIP, ABOUT 5-1/4 MILES ESE OF CALVIN.  LAND OWNED
 TE1867'BY MISS JENNIE SILLERS OF CALVIN, OCCUPIED BY NELS RESTED.  THE
 TE1867'STATION IS APPROXIMATELY 800 FEET W OF N-S DIRT ROAD LEADING TO
 TE1867'STATION ON HIGHEST POINT OF A PROMINENT KNOLL IN A CULTIVATED
 TE1867'FIELD.
 TE1867'
 TE1867'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1867'BRONZE DISKS SET IN CONCRETE.
 TE1867'
 TE1867'REFERENCE MARK NO. 1 IS NE OF STATION IN E-W FENCE LINE.
 TE1867'
 TE1867'REFERENCE MARK NO. 2 IS ESE OF STATION, 30 FEET W OF CENTER
 TE1867'LINE OF N-S DIRT ROAD LEADING TO STATION IN THE N-S FENCE LINE,
 TE1867'4 FEET N OF TELEPHONE POLE.
 TE1867'
 TE1867'AZIMUTH MARK IS S OF STATION, 25 FEET N OF CENTER LINE OF E-W
 TE1867'DIRT ROAD IN E-W FENCE LINE, AND WHICH CAN BE REACHED BY FOLLOWING
 TE1867'N-S DIRT ROAD S FOR 0.7 MILE TO E-W SECTION LINE ROAD.  GO W 0.15
 TE1867'MILE TO MARK ON RIGHT.
 TE1867'
 TE1867'TO REACH STATION FROM AF AND FM LODGE BUILDING IN CALVIN,
 TE1867'GO S AND E ON STATE HIGHWAY 20 FOR 2.1 MILES TO WHERE STATE
 TE1867'HIGHWAY 20 MAKES BEND TO RIGHT (S), CONTINUE E 3.0 MILES ON
 TE1867'A DIRT ROAD TO CROSSROADS AND SECTION CORNER, AND 2-STORY
 TE1867'SQUARE WHITE HOUSE OF NELS RESTED ON SW CORNER.  STATION IS 1/4
 TE1867'MILE SW.
 TE1867'
 TE1867'DUE TO LONG DISTANCE OF MARKS, MEASUREMENTS WERE NOT TAKEN
 TE1867'MORE CLOSELY.  MEASUREMENTS NOT CORRECTED FOR GRADE.
 TE1867'
 TE1867'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 TE1867
 TE1867                          STATION RECOVERY (1969)
 TE1867
 TE1867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1867'STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 TE1867'CONDITION, REFERENCE MARK NO. 2 WAS FOUND LAYING IN THE DITCH
 TE1867'AND AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 TE1867'
 TE1867'DISTANCE TO REFERENCE MARK NO. 1 MISSED 103.38 FT.  (NOTES
 TE1867'WERE APPARENTLY IN ERROR).
 TE1867'
 TE1867'DIRECTION TO REFERENCE MARK NO. 1 MISSED -1.57 SECONDS.  CALVIN
 TE1867'PRESBYTERIAN CHURCH SPIRE MISSED +10.15 SECONDS.
 TE1867'
 TE1867'THE OLD DESCRIPTION WAS ADEQUATE EXCEPT DISTANCE TO REFERENCE
 TE1867'MARK NO. 1 WAS FOUND TO BE IN ERROR 103.38 FT.
 TE1867'
 TE1867'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1874 ***********************************************************************
 TE1874  DESIGNATION -  CALVIN BAPTIST CHURCH SPIRE
 TE1874  PID         -  TE1874
 TE1874  STATE/COUNTY-  ND/CAVALIER
 TE1874  USGS QUAD   -  CALVIN (1970)
 TE1874
 TE1874                         *CURRENT SURVEY CONTROL
 TE1874  ___________________________________________________________________
 TE1874* NAD 83(1996)-  48 51 13.60242(N)    098 56 11.50536(W)     ADJUSTED  
 TE1874* NAVD 88     -                                                        
 TE1874  ___________________________________________________________________
 TE1874  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 TE1874  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 TE1874
 TE1874  HORZ ORDER  -  THIRD
 TE1874
 TE1874.The horizontal coordinates were established by classical geodetic methods
 TE1874.and adjusted by the National Geodetic Survey in January 1998..
 TE1874
 TE1874
 TE1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1874
 TE1874.The geoid height was determined by GEOID03.
 TE1874
 TE1874;                    North         East     Units Scale Factor Converg.
 TE1874;SPC ND N     -   207,280.953   714,731.582   MT  1.00002611   +1 09 48.4
 TE1874;SPC ND N     -   680,055.62  2,344,919.89   iFT  1.00002611   +1 09 48.4
 TE1874;UTM  14      - 5,411,203.174   504,655.984   MT  0.99960027   +0 02 52.1
 TE1874
 TE1874                          SUPERSEDED SURVEY CONTROL
 TE1874
 TE1874  NAD 83(1986)-  48 51 13.60144(N)    098 56 11.48618(W) AD(       ) 4
 TE1874  NAD 27      -  48 51 13.57800(N)    098 56 10.00600(W) AD(       ) 3
 TE1874
 TE1874.Superseded values are not recommended for survey control.
 TE1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1874.See file dsdata.txt to determine how the superseded data were derived.
 TE1874
 TE1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0465611203(NAD 83)
 TE1874_MARKER: 90 = CHURCH SPIRE
 TE1874
 TE1874  HISTORY     - Date     Condition        Report By
 TE1874  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1874
 TE1874                          STATION DESCRIPTION
 TE1874
 TE1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1874'POINT OBSERVED UPON IS THE TIP OF SPIRE ATOP THE YELLOW WOODEN
 TE1874'BAPTIST CHURCH LOCATED IN THE EASTERN PART OF CALVIN.
 TE1874'STATION OBSERVED UPON FROM CALVIN, TRIER, AND LANSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1873 ***********************************************************************
 TE1873  DESIGNATION -  CALVIN PRESB CHURCH SPIRE
 TE1873  PID         -  TE1873
 TE1873  STATE/COUNTY-  ND/CAVALIER
 TE1873  USGS QUAD   -  CALVIN (1970)
 TE1873
 TE1873                         *CURRENT SURVEY CONTROL
 TE1873  ___________________________________________________________________
 TE1873* NAD 83(1996)-  48 51 13.54656(N)    098 56 19.18179(W)     ADJUSTED  
 TE1873* NAVD 88     -                                                        
 TE1873  ___________________________________________________________________
 TE1873  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 TE1873  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 TE1873
 TE1873  HORZ ORDER  -  THIRD
 TE1873
 TE1873.The horizontal coordinates were established by classical geodetic methods
 TE1873.and adjusted by the National Geodetic Survey in January 1998..
 TE1873
 TE1873
 TE1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1873
 TE1873.The geoid height was determined by GEOID03.
 TE1873
 TE1873;                    North         East     Units Scale Factor Converg.
 TE1873;SPC ND N     -   207,276.053   714,575.162   MT  1.00002611   +1 09 42.6
 TE1873;SPC ND N     -   680,039.54  2,344,406.70   iFT  1.00002611   +1 09 42.6
 TE1873;UTM  14      - 5,411,201.321   504,499.565   MT  0.99960025   +0 02 46.3
 TE1873
 TE1873                          SUPERSEDED SURVEY CONTROL
 TE1873
 TE1873  NAD 83(1986)-  48 51 13.54514(N)    098 56 19.16622(W) AD(       ) 4
 TE1873  NAD 27      -  48 51 13.52000(N)    098 56 17.73000(W) AD(       ) 3
 TE1873
 TE1873.Superseded values are not recommended for survey control.
 TE1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1873.See file dsdata.txt to determine how the superseded data were derived.
 TE1873
 TE1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0450011201(NAD 83)
 TE1873_MARKER: 90 = CHURCH SPIRE
 TE1873
 TE1873  HISTORY     - Date     Condition        Report By
 TE1873  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1873
 TE1873                          STATION DESCRIPTION
 TE1873
 TE1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1873'POINT OBSERVED UPON IS THE TIP OF SPIRE ATOP THE WHITE WOODEN
 TE1873'PRESBYTERIAN CHURCH LOCATED ONE BLOCK N OF MAIN STREET IN
 TE1873'CALVIN.
 TE1873'
 TE1873'STATION OBSERVED UPON FROM CALVIN AND LANSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1875 ***********************************************************************
 TE1875  DESIGNATION -  CALVIN SCHOOL
 TE1875  PID         -  TE1875
 TE1875  STATE/COUNTY-  ND/CAVALIER
 TE1875  USGS QUAD   -  CALVIN (1970)
 TE1875
 TE1875                         *CURRENT SURVEY CONTROL
 TE1875  ___________________________________________________________________
 TE1875* NAD 83(1996)-  48 51 09.34181(N)    098 56 04.10124(W)     ADJUSTED  
 TE1875* NAVD 88     -                                                        
 TE1875  ___________________________________________________________________
 TE1875  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 TE1875  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 TE1875
 TE1875  HORZ ORDER  -  THIRD
 TE1875
 TE1875.The horizontal coordinates were established by classical geodetic methods
 TE1875.and adjusted by the National Geodetic Survey in January 1998..
 TE1875
 TE1875
 TE1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1875
 TE1875.The geoid height was determined by GEOID03.
 TE1875
 TE1875;                    North         East     Units Scale Factor Converg.
 TE1875;SPC ND N     -   207,152.430   714,885.163   MT  1.00002584   +1 09 53.9
 TE1875;SPC ND N     -   679,633.96  2,345,423.76   iFT  1.00002584   +1 09 53.9
 TE1875;UTM  14      - 5,411,071.741   504,806.969   MT  0.99960028   +0 02 57.6
 TE1875
 TE1875                          SUPERSEDED SURVEY CONTROL
 TE1875
 TE1875  NAD 83(1986)-  48 51 09.34094(N)    098 56 04.08208(W) AD(       ) 4
 TE1875  NAD 27      -  48 51 09.30000(N)    098 56 02.62000(W) AD(       ) 3
 TE1875
 TE1875.Superseded values are not recommended for survey control.
 TE1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1875.See file dsdata.txt to determine how the superseded data were derived.
 TE1875
 TE1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0480711072(NAD 83)
 TE1875_MARKER: 62 = FLAGPOLE
 TE1875
 TE1875  HISTORY     - Date     Condition        Report By
 TE1875  HISTORY     - 1925     FIRST OBSERVED   GSC
 TE1875  HISTORY     - 1934     GOOD             CGS
 TE1875  HISTORY     - 1935     GOOD             CGS
 TE1875
 TE1875                          STATION DESCRIPTION
 TE1875
 TE1875'DESCRIBED BY GEODETIC SURVEY OF CANADA 1925
 TE1875'THE TWO-STORY BRICK SCHOOL AT CALVIN.
 TE1875'
 TE1875'STATION MARK--THE FLAGPOLE ON THE BELFRY.
 TE1875
 TE1875                          STATION RECOVERY (1934)
 TE1875
 TE1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1875'POINT OBSERVED UPON IS THE TIP OF THE FLAGPOLE ATOP THE BELFRY
 TE1875'OF THE WOODEN CALVIN PUBLIC SCHOOL LOCATED IN THE EAST PART OF
 TE1875'TOWN.
 TE1875
 TE1875                          STATION RECOVERY (1935)
 TE1875
 TE1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TE1875'THE SCHOOLHOUSE IS A WOODEN STRUCTURE PAINTED WHITE IN PLACE
 TE1875'OF BEING BRICK AS STATED IN THE ORIGINAL DESCRIPTION.  INQUIRY WAS
 TE1875'MADE AS TO WHEN THIS SCHOOLHOUSE WAS BUILT AND WHETHER THERE
 TE1875'HAD EVER BEEN A BRICK STRUCTURE THERE OR NOT.  THE SCHOOLHOUSE
 TE1875'AND BELFRY WERE FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0387 ***********************************************************************
 RS0387  DESIGNATION -  CAMEL
 RS0387  PID         -  RS0387
 RS0387  STATE/COUNTY-  ND/HETTINGER
 RS0387  USGS QUAD   -  WHITE BUTTE EAST (1960)
 RS0387
 RS0387                         *CURRENT SURVEY CONTROL
 RS0387  ___________________________________________________________________
 RS0387* NAD 83(1996)-  46 33 30.41463(N)    102 17 59.84509(W)     ADJUSTED  
 RS0387* NAVD 88     -       817.2    (meters)    2681.     (feet)  VERTCON   
 RS0387  ___________________________________________________________________
 RS0387  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 RS0387  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 RS0387
 RS0387  HORZ ORDER  -  FIRST
 RS0387
 RS0387.The horizontal coordinates were established by classical geodetic methods
 RS0387.and adjusted by the National Geodetic Survey in January 1998..
 RS0387
 RS0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0387
 RS0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0387
 RS0387.The geoid height was determined by GEOID03.
 RS0387
 RS0387;                    North         East     Units Scale Factor Converg.
 RS0387;SPC ND S     -   100,708.261   461,998.099   MT  0.99994741   -1 18 46.3
 RS0387;SPC ND S     -   330,407.68  1,515,741.79   iFT  0.99994741   -1 18 46.3
 RS0387;UTM  13      - 5,159,639.841   706,953.210   MT  1.00012648   +1 57 40.1
 RS0387
 RS0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0387!SPC ND S     -   0.99987479  x   0.99994741  =   0.99982220
 RS0387!UTM  13      -   0.99987479  x   1.00012648  =   1.00000125
 RS0387
 RS0387:                Primary Azimuth Mark                     Grid Az
 RS0387:SPC ND S     -  CAMEL AZ MK                              077 41 04.7
 RS0387:UTM  13      -  CAMEL AZ MK                              074 24 38.3
 RS0387
 RS0387|---------------------------------------------------------------------|
 RS0387| PID    Reference Object                     Distance      Geod. Az  |
 RS0387|                                                           dddmmss.s |
 RS0387| RS0483 CAMEL AZ MK                                        0762218.4 |
 RS0387| CQ8020 CAMEL RM 1                            8.298 METERS 19336     |
 RS0387| CQ8021 CAMEL RM 2                           10.134 METERS 27320     |
 RS0387|---------------------------------------------------------------------|
 RS0387
 RS0387                          SUPERSEDED SURVEY CONTROL
 RS0387
 RS0387  NAD 83(1996)-  46 33 30.40875(N)    102 17 59.83983(W) AD(       ) 1
 RS0387  NAD 83(1986)-  46 33 30.40882(N)    102 17 59.83972(W) AD(       ) 1
 RS0387  NAD 27      -  46 33 30.39500(N)    102 17 58.23100(W) AD(       ) 1
 RS0387  NGVD 29 (07/19/86)  816.7    (m)         2679.     (f) VERT ANG       
 RS0387
 RS0387.Superseded values are not recommended for survey control.
 RS0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0387.See file dsdata.txt to determine how the superseded data were derived.
 RS0387
 RS0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM0695359640(NAD 83)
 RS0387_MARKER: DS = TRIANGULATION STATION DISK
 RS0387_SETTING: 66 = SET IN ROCK OUTCROP
 RS0387
 RS0387  HISTORY     - Date     Condition        Report By
 RS0387  HISTORY     - 1951     MONUMENTED       CGS
 RS0387
 RS0387                          STATION DESCRIPTION
 RS0387
 RS0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0387'THE STATION IS LOCATED ABOUT 13 MILES NORTH AND 1-1/2 MILES
 RS0387'EAST OF MOTT, AND 1 MILE EAST OF STATE HIGHWAY 8, ON THE
 RS0387'HIGHEST POINT OF A PROMINENT BUTTE KNOWN AS CAMEL BUTTE
 RS0387'WHICH IS OWNED BY THE STATE.
 RS0387'
 RS0387'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST-NORTHEAST
 RS0387'FOR ABOUT 0.25 MILE TO A GATE AT AN ENTRANCE TO A FENCED
 RS0387'LANE.  PASS THROUGH THE GATE AND GO EAST ON THE LANE FOR
 RS0387'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RS0387'
 RS0387'THE STATION MARK IS A STANDARD DISK WEDGED IN A DRILLED
 RS0387'HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND.
 RS0387'THE DISK IS STAMPED CAMEL 1951.
 RS0387'
 RS0387'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILLED
 RS0387'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 12 INCHES.  THE DISK
 RS0387'IS STAMPED CAMAL NO 1 1951.
 RS0387'
 RS0387'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILLED
 RS0387'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4 INCHES.  THE DISK
 RS0387'IS STAMPED CAMEL NO 2 1951.
 RS0387'
 RS0387'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE LANE
 RS0387'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 5 INCHES AND
 RS0387'THE DISK IS STAMPED CAMEL 1951.
 RS0387'
 RS0387'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 RS0387'12-INCH CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0460 ***********************************************************************
 RS0460  DESIGNATION -  CAMEL
 RS0460  PID         -  RS0460
 RS0460  STATE/COUNTY-  ND/BOWMAN
 RS0460  USGS QUAD   -  CAMEL BUTTE (1973)
 RS0460
 RS0460                         *CURRENT SURVEY CONTROL
 RS0460  ___________________________________________________________________
 RS0460* NAD 83(1996)-  46 00 10.16813(N)    103 43 12.42081(W)     ADJUSTED  
 RS0460* NAVD 88     -      1040.6    (meters)    3414.     (feet)  VERTCON   
 RS0460  ___________________________________________________________________
 RS0460  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 RS0460  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 RS0460
 RS0460  HORZ ORDER  -  SECOND
 RS0460
 RS0460.The horizontal coordinates were established by classical geodetic methods
 RS0460.and adjusted by the National Geodetic Survey in January 1998..
 RS0460
 RS0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0460
 RS0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0460
 RS0460.The geoid height was determined by GEOID03.
 RS0460
 RS0460;                    North         East     Units Scale Factor Converg.
 RS0460;SPC ND S     -    42,478.425   350,631.598   MT  1.00004037   -2 20 55.3
 RS0460;SPC ND S     -   139,364.91  1,150,366.14   iFT  1.00004037   -2 20 55.3
 RS0460;SPC SD N     -   247,716.322   311,921.250   MT  1.00007737   -2 37 58.3
 RS0460;SPC SD N     -   812,715.97  1,023,361.63   sFT  1.00007737   -2 37 58.3
 RS0460;UTM  13      - 5,095,157.612   599,098.992   MT  0.99972073   +0 55 14.8
 RS0460
 RS0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0460!SPC ND S     -   0.99983932  x   1.00004037  =   0.99987969
 RS0460!SPC SD N     -   0.99983932  x   1.00007737  =   0.99991668
 RS0460!UTM  13      -   0.99983932  x   0.99972073  =   0.99956010
 RS0460
 RS0460|---------------------------------------------------------------------|
 RS0460| PID    Reference Object                     Distance      Geod. Az  |
 RS0460|                                                           dddmmss.s |
 RS0460| CQ8018 CAMEL RM 1                           15.707 METERS 04110     |
 RS0460| CQ8016 CAMEL AZ MK                                        0880656.1 |
 RS0460| CQ8017 CAMEL AZ MK 2                                      0890037.7 |
 RS0460| CQ8019 CAMEL RM 2                           13.646 METERS 12852     |
 RS0460|---------------------------------------------------------------------|
 RS0460
 RS0460                          SUPERSEDED SURVEY CONTROL
 RS0460
 RS0460  NAD 83(1996)-  46 00 10.15766(N)    103 43 12.41674(W) AD(       ) 2
 RS0460  NAD 83(1996)-  46 00 10.15563(N)    103 43 12.41227(W) AD(       ) 2
 RS0460  NAD 83(1986)-  46 00 10.15035(N)    103 43 12.41213(W) AD(       ) 2
 RS0460  NAD 27      -  46 00 10.14100(N)    103 43 10.69200(W) AD(       ) 2
 RS0460  NGVD 29 (07/19/86) 1040.1    (m)         3412.     (f) VERT ANG       
 RS0460
 RS0460.Superseded values are not recommended for survey control.
 RS0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0460.See file dsdata.txt to determine how the superseded data were derived.
 RS0460
 RS0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL9909995158(NAD 83)
 RS0460_MARKER: DS = TRIANGULATION STATION DISK
 RS0460_SETTING: 80 = SET IN A BOULDER
 RS0460_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RS0460
 RS0460  HISTORY     - Date     Condition        Report By
 RS0460  HISTORY     - 1949     MONUMENTED       CGS
 RS0460  HISTORY     - 1961     GOOD             CGS
 RS0460
 RS0460                          STATION DESCRIPTION
 RS0460
 RS0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0460'STATION IS ABOUT 16 MILES SOUTH OF RHAME, ON A PROMINENT
 RS0460'KNOLL, ABOUT 0.2 MILE SOUTHWEST OF THE HIGHEST POINT IN THE
 RS0460'IMMEDIATE VICINITY, AND ON LAND OWNED BY CHARLES H. HOLECEK.
 RS0460'
 RS0460'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RHAME, GO SOUTH
 RS0460'ON A GRAVEL ROAD 3.65 MILE TO A FORK, BEAR RIGHT AND CONTINUE
 RS0460'SOUTH 7.5 MILES TO A CHURCH ON THE RIGHT, CONTINUE SOUTH 5.1
 RS0460'MILES TO A CROSSROADS AND A SCHOOL HOUSE, TURN RIGHT, GO WEST
 RS0460'2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST 0.45
 RS0460'MILE TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE WEST 0.25 MILE TO
 RS0460'A TRACK ROAD RIGHT, BEAR RIGHT, GO WEST AND NORTH 0.25 MILE TO
 RS0460'A SADDLE, BEAR RIGHT, GO EAST 0.05 MILE TO THE STATION.
 RS0460'
 RS0460'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CAMEL
 RS0460'1949.
 RS0460'
 RS0460'REFERENCE MARK NO. 1 PROJECTS 10 INCHES AND THE DISK IS STAMPED
 RS0460'CAMEL NO 1 1949.
 RS0460'
 RS0460'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 RS0460'CAMEL NO 2 1949.
 RS0460'
 RS0460'THE AZIMUTH MARK IS 0.7 MILE FROM THE STATION.  IT IS 40 FEET
 RS0460'NORTH OF THE APPROXIMATE CENTER OF THE MAIN ROAD, 4 FEET WEST OF
 RS0460'A WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS
 RS0460'8 INCHES AND THE DISK IS STAMPED CAMEL 1949.
 RS0460'
 RS0460'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS SET
 RS0460'IN DRILL HOLES IN BOULDERS.  REFERENCE MARK NO. 2 IS A STANDARD
 RS0460'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND THE AZIMUTH
 RS0460'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE
 RS0460'CONCRETE POST.
 RS0460'
 RS0460'STATIONS TABLE 1912 AND DAHL ARE VISIBLE FROM THE GROUND.
 RS0460
 RS0460                          STATION RECOVERY (1961)
 RS0460
 RS0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RS0460'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RS0460'CONDITION.
 RS0460'
 RS0460'TO REACH THE STATION FROM MOTT, FROM THE POST OFFICE, GO NORTH
 RS0460'ON STATE HIGHWAY 8 FOR ABOUT 12.3 MILES TO CROSSROADS AT A
 RS0460'WHITE HOUSE ON LEFT, TURN RIGHT AND GO EAST FOR 2.0 MILES TO
 RS0460'CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0 MILE TO A TRACK ROAD
 RS0460'ON THE LEFT, GO WEST ON FENCED ROAD FOR 0.5 MILE TO THE AZIMUTH
 RS0460'MARK ON THE RIGHT, CONTINUE WEST FOR 0.3 MILE TO ENTRANCE TO
 RS0460'A PASTURE.  THE STATION IS ON THE SUMMIT OF KNOLL ABOUT 0.2
 RS0460'MILE TO SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1790 ***********************************************************************
 TE1790  DESIGNATION -  CAMP GRAFTON WATER TANK
 TE1790  PID         -  TE1790
 TE1790  STATE/COUNTY-  ND/RAMSEY
 TE1790  USGS QUAD   -  CAMP GRAFTON (1994)
 TE1790
 TE1790                         *CURRENT SURVEY CONTROL
 TE1790  ___________________________________________________________________
 TE1790* NAD 83(1996)-  48 03 29.85104(N)    098 55 08.15797(W)     ADJUSTED  
 TE1790* NAVD 88     -                                                        
 TE1790  ___________________________________________________________________
 TE1790  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 TE1790  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE1790
 TE1790  HORZ ORDER  -  THIRD
 TE1790
 TE1790.The horizontal coordinates were established by classical geodetic methods
 TE1790.and adjusted by the National Geodetic Survey in January 1998..
 TE1790
 TE1790
 TE1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1790
 TE1790.The geoid height was determined by GEOID03.
 TE1790
 TE1790;                    North         East     Units Scale Factor Converg.
 TE1790;SPC ND N     -   118,871.625   717,838.893   MT  0.99993595   +1 10 35.5
 TE1790;SPC ND N     -   389,998.77  2,355,114.48   iFT  0.99993595   +1 10 35.5
 TE1790;UTM  14      - 5,322,782.345   506,040.435   MT  0.99960045   +0 03 37.1
 TE1790
 TE1790                          SUPERSEDED SURVEY CONTROL
 TE1790
 TE1790  NAD 83(1986)-  48 03 29.85055(N)    098 55 08.15581(W) AD(       ) 4
 TE1790  NAD 27      -  48 03 29.85300(N)    098 55 06.71500(W) AD(       ) 3
 TE1790
 TE1790.Superseded values are not recommended for survey control.
 TE1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1790.See file dsdata.txt to determine how the superseded data were derived.
 TE1790
 TE1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0604022782(NAD 83)
 TE1790_MARKER: 53 = ELEVATED TANK
 TE1790
 TE1790  HISTORY     - Date     Condition        Report By
 TE1790  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1790  HISTORY     - 1965     GOOD             CGS
 TE1790  HISTORY     - 1967     GOOD             CGS
 TE1790
 TE1790                          STATION DESCRIPTION
 TE1790
 TE1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1790'THE STATION IS LOCATED IN CAMP GRAFTON.  TANK IS PAINTED SILVER
 TE1790'AND IS ABOUT 75 FEET TALL.  IT HAS 4 LEGS.  THE POINT INTERSECTED
 TE1790'WAS THE APEX OF TANK.
 TE1790'
 TE1790'TO REACH FROM THE POST OFFICE IN DEVILS LAKE, GO 1 BLOCK EAST
 TE1790'TO U.S. HIGHWAY NO. 2.  TURN RIGHT ON U.S. HIGHWAY NO. 2 AND GO
 TE1790'0.8 MILE TO WHERE THE HIGHWAY RUNS EAST AND WEST, CONTINUE
 TE1790'ON U.S. HIGHWAY NO. 2 FOR 0.2 MILE TO JUNCTION OF U.S. HIGHWAY
 TE1790'NO. 2 AND STATE HIGHWAY NO. 20.  HERE TURN LEFT ON STATE HIGHWAY
 TE1790'NO. 20, AND GO 2.8 MILES TO CITIES SERVICE STATION AND GRAVEL
 TE1790'ROAD ON RIGHT.  TURN RIGHT ON GRAVEL ROAD AND GO 1.2 MILES TO
 TE1790'WHITE BOARD GATE WITH STONE WINGS ON EITHER SIDE.  PASS
 TE1790'THROUGH GATE, TURN LEFT AND GO 0.5 MILE TO THE TANK.
 TE1790
 TE1790                          STATION RECOVERY (1965)
 TE1790
 TE1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 TE1790'RECOVERED IN GOOD CONDITION.  DESCRIPTION ALTERED AS FOLLOWS--CITIES
 TE1790'SERVICE STATION IS ABANDONED.  WOODEN GATE HAS BEEN REPLACED BY A
 TE1790'WIRE MESH GATE.  TANK IS OBSTRUCTION PAINTED RED AND WHITE.
 TE1790'
 TE1790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN
 TE1790'THE TOWN OF CAMP GRAFTON
 TE1790
 TE1790                          STATION RECOVERY (1967)
 TE1790
 TE1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1790'THE STATION WAS RECOVERED AS DESCRIBED, HOWEVER IT HAS SINCE
 TE1790'BEEN REPAINTED IN A RED AND WHITE CHECKERBOARD PATTERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1944 ***********************************************************************
 TE1944  DESIGNATION -  CANDO
 TE1944  PID         -  TE1944
 TE1944  STATE/COUNTY-  ND/TOWNER
 TE1944  USGS QUAD   -  CONSIDINE (1971)
 TE1944
 TE1944                         *CURRENT SURVEY CONTROL
 TE1944  ___________________________________________________________________
 TE1944* NAD 83(1996)-  48 30 03.42572(N)    099 15 02.35015(W)     ADJUSTED  
 TE1944* NAVD 88     -       455.8    (meters)    1495.     (feet)  VERTCON   
 TE1944  ___________________________________________________________________
 TE1944  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 TE1944  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 TE1944
 TE1944  HORZ ORDER  -  SECOND
 TE1944
 TE1944.The horizontal coordinates were established by classical geodetic methods
 TE1944.and adjusted by the National Geodetic Survey in January 1998..
 TE1944
 TE1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1944
 TE1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1944
 TE1944.The geoid height was determined by GEOID03.
 TE1944
 TE1944;                    North         East     Units Scale Factor Converg.
 TE1944;SPC ND N     -   167,629.841   692,319.252   MT  0.99996222   +0 55 46.9
 TE1944;SPC ND N     -   549,966.67  2,271,388.62   iFT  0.99996222   +0 55 46.9
 TE1944;UTM  14      - 5,372,011.685   481,484.166   MT  0.99960421   -0 11 15.8
 TE1944
 TE1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1944!SPC ND N     -   0.99993219  x   0.99996222  =   0.99989441
 TE1944!UTM  14      -   0.99993219  x   0.99960421  =   0.99953643
 TE1944
 TE1944|---------------------------------------------------------------------|
 TE1944| PID    Reference Object                     Distance      Geod. Az  |
 TE1944|                                                           dddmmss.s |
 TE1944| CO7426 CANDO RM 2                           33.199 METERS 01252     |
 TE1944| TE1945 HARRY                               APPROX. 8.0 KM 2701625.2 |
 TE1944| CO7425 CANDO RM 1                           34.735 METERS 34038     |
 TE1944|---------------------------------------------------------------------|
 TE1944
 TE1944                          SUPERSEDED SURVEY CONTROL
 TE1944
 TE1944  NAD 83(1986)-  48 30 03.42541(N)    099 15 02.34341(W) AD(       ) 2
 TE1944  NAD 27      -  48 30 03.42192(N)    099 15 00.84726(W) AD(       ) 2
 TE1944  NGVD 29 (07/19/86)  455.5    (m)         1494.     (f) VERT ANG       
 TE1944
 TE1944.Superseded values are not recommended for survey control.
 TE1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1944.See file dsdata.txt to determine how the superseded data were derived.
 TE1944
 TE1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8148472012(NAD 83)
 TE1944_MARKER: DD = SURVEY DISK
 TE1944_SETTING: 0 = UNSPECIFIED SETTING
 TE1944
 TE1944  HISTORY     - Date     Condition        Report By
 TE1944  HISTORY     - 1968     MONUMENTED       USGS
 TE1944
 TE1944                          STATION DESCRIPTION
 TE1944
 TE1944'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1944'THE STATION IS LOCATED APPROX. 1/2 MI N. AND 2-1/2 MI W. OF CANDO,
 TE1944'67 FT S. OF CENTER OF RD. IN CULTIVATED FIELD, BURIED 1-1/2 FT, NEAR
 TE1944'THE W. SIXTEENTH COR. BETWEEN SECS. 13 AND 24, T. 158 N., R. 67 W.
 TE1944'
 TE1944'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 281 AND STATE
 TE1944'HWY. 17, NEAR THE SW. EDGE OF CANDO, GO N. ALONG U.S. HWY. 281 FOR
 TE1944'1.0 MI TO CROSSROADS, TURN LEFT (W.) AND GO 2.0 MI ALONG SECTION
 TE1944'LINE RD. TO STATION ON LEFT (S.) SIDE RD.
 TE1944'
 TE1944'STATION MARK IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE1944'ROD, CENTERED IN 6 IN. DIAMETER TILE, FILLED WITH GRAVEL TO WITHIN 1
 TE1944'IN. OF CAP.  STAMPED ET CANDO 1968, THE MARK IS BURIED 1-1/2 FT
 TE1944'BELOW GROUND, 67 FT S. AND 126 FT W. OF CENTER OF RD. AT PRIVATE
 TE1944'DRIVE N. AND FIELD ENTRANCE S.
 TE1944'
 TE1944'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER
 TE1944'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH
 TE1944'GRAVEL TO 1 IN. OF CAP.  STAMPED CANDO NO 1 1968, THE MARK IS FLUSH
 TE1944'WITH GROUND, NNW. OF THE STATION, 41 FT N., 161 FT W. OF CENTER OF
 TE1944'PRIVATE DRIVE N.
 TE1944'
 TE1944'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE1944'COPPER COATED ROD, CENTERED IN A 6 IN. DIAMETER TILE, 12 IN. LONG
 TE1944'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED CANDO NO 2
 TE1944'1968, THE MARK IS FLUSH WITH THE GROUND, N. OF THE STATION, 40 FT
 TE1944'N. AND 99 FT W. OF CENTER OF RD. AT PRIVATE DRIVE N., 2 FT S.
 TE1944'POWER LINE POLE.
 TE1944'
 TE1944'AZIMUTH MARK - NONE SET.
 TE1944'
 TE1944'REFERENCE AZIMUTH TO TOP CENTER RADIO MAST IN SE. EDGE OF
 TE1944'CANDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1974 ***********************************************************************
 TE1974  DESIGNATION -  CANDO MUNICIPAL TANK
 TE1974  PID         -  TE1974
 TE1974  STATE/COUNTY-  ND/TOWNER
 TE1974  USGS QUAD   -  CANDO (1994)
 TE1974
 TE1974                         *CURRENT SURVEY CONTROL
 TE1974  ___________________________________________________________________
 TE1974* NAD 83(1996)-  48 29 31.61298(N)    099 11 57.46871(W)     ADJUSTED  
 TE1974* NAVD 88     -                                                        
 TE1974  ___________________________________________________________________
 TE1974  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 TE1974  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 TE1974
 TE1974  HORZ ORDER  -  THIRD
 TE1974
 TE1974.The horizontal coordinates were established by classical geodetic methods
 TE1974.and adjusted by the National Geodetic Survey in January 1998..
 TE1974
 TE1974
 TE1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1974
 TE1974.The geoid height was determined by GEOID03.
 TE1974
 TE1974;                    North         East     Units Scale Factor Converg.
 TE1974;SPC ND N     -   166,710.201   696,130.393   MT  0.99996111   +0 58 04.4
 TE1974;SPC ND N     -   546,949.48  2,283,892.37   iFT  0.99996111   +0 58 04.4
 TE1974;UTM  14      - 5,371,018.262   485,275.292   MT  0.99960266   -0 08 57.3
 TE1974
 TE1974                          SUPERSEDED SURVEY CONTROL
 TE1974
 TE1974  NAD 83(1986)-  48 29 31.61542(N)    099 11 57.46325(W) AD(       ) 4
 TE1974  NAD 27      -  48 29 31.59000(N)    099 11 55.92000(W) AD(       ) 3
 TE1974
 TE1974.Superseded values are not recommended for survey control.
 TE1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1974.See file dsdata.txt to determine how the superseded data were derived.
 TE1974
 TE1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8527571018(NAD 83)
 TE1974_MARKER: 53 = ELEVATED TANK
 TE1974
 TE1974  HISTORY     - Date     Condition        Report By
 TE1974  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1974
 TE1974                          STATION DESCRIPTION
 TE1974
 TE1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1974'POINT OBSERVED UPON IS THE FINIAL OF THE 125-FOOT MUNICIPAL
 TE1974'WATER TANK LOCATED IN THE CENTRAL PART OF THE TOWN.
 TE1974'
 TE1974'STATION OBSERVED UPON FROM BETHEL AND GROAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1973 ***********************************************************************
 TE1973  DESIGNATION -  CANDO MUNICIPAL WATER TANK
 TE1973  PID         -  TE1973
 TE1973  STATE/COUNTY-  ND/TOWNER
 TE1973  USGS QUAD   -  CANDO (1994)
 TE1973
 TE1973                         *CURRENT SURVEY CONTROL
 TE1973  ___________________________________________________________________
 TE1973* NAD 83(1996)-  48 29 31.69772(N)    099 11 59.47442(W)     ADJUSTED  
 TE1973* NAVD 88     -                                                        
 TE1973  ___________________________________________________________________
 TE1973  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 TE1973  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 TE1973
 TE1973  HORZ ORDER  -  THIRD
 TE1973
 TE1973.The horizontal coordinates were established by classical geodetic methods
 TE1973.and adjusted by the National Geodetic Survey in January 1998..
 TE1973
 TE1973
 TE1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1973
 TE1973.The geoid height was determined by GEOID03.
 TE1973
 TE1973;                    North         East     Units Scale Factor Converg.
 TE1973;SPC ND N     -   166,712.122   696,089.177   MT  0.99996111   +0 58 02.9
 TE1973;SPC ND N     -   546,955.78  2,283,757.14   iFT  0.99996111   +0 58 02.9
 TE1973;UTM  14      - 5,371,020.986   485,234.136   MT  0.99960268   -0 08 58.8
 TE1973
 TE1973                          SUPERSEDED SURVEY CONTROL
 TE1973
 TE1973  NAD 83(1986)-  48 29 31.69714(N)    099 11 59.46794(W) AD(       ) 4
 TE1973  NAD 27      -  48 29 31.70497(N)    099 11 57.98373(W) AD(       ) 3
 TE1973
 TE1973.Superseded values are not recommended for survey control.
 TE1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1973.See file dsdata.txt to determine how the superseded data were derived.
 TE1973
 TE1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8523471021(NAD 83)
 TE1973_MARKER: 53 = ELEVATED TANK
 TE1973
 TE1973  HISTORY     - Date     Condition        Report By
 TE1973  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1973
 TE1973                          STATION DESCRIPTION
 TE1973
 TE1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TE1973'THE STATION IS LOCATED IN THE TOWN OF CANDO ABOUT 0.2 MILE
 TE1973'NORTHEAST OF THE RAILROAD STATION.
 TE1973'
 TE1973'THE TANK IS CYLINDRICAL IN SHAPE, ABOUT 90 FT HIGH, PAINTED
 TE1973'SILVER AND IT HAS 4 LEGS.  THE NAME OF THE TOWN, CANDO, IS
 TE1973'PAINTED IN BLACK LETTERS ON THE EAST AND WEST SIDE OF THE
 TE1973'TANK.
 TE1973'
 TE1973'TO REACH THE TANK FROM THE INTERSECTION OF MAIN STREET AND
 TE1973'THE RAILROAD TRACKS GO EAST 0.1 MILE ON MAIN STREET, TURN
 TE1973'LEFT AND GO 0.1 MILE NORTH TO THE TANK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0932 ***********************************************************************
 RR0932  DESIGNATION -  CANNON
 RR0932  PID         -  RR0932
 RR0932  STATE/COUNTY-  ND/GRANT
 RR0932  USGS QUAD   -  ROUND TOP (1972)
 RR0932
 RR0932                         *CURRENT SURVEY CONTROL
 RR0932  ___________________________________________________________________
 RR0932* NAD 83(1996)-  46 04 26.91848(N)    101 57 25.24015(W)     ADJUSTED  
 RR0932* NAVD 88     -       740.7    (meters)    2430.     (feet)  VERTCON   
 RR0932  ___________________________________________________________________
 RR0932  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 RR0932  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 RR0932
 RR0932  HORZ ORDER  -  FIRST
 RR0932
 RR0932.The horizontal coordinates were established by classical geodetic methods
 RR0932.and adjusted by the National Geodetic Survey in January 1998..
 RR0932
 RR0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0932
 RR0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0932
 RR0932.The geoid height was determined by GEOID03.
 RR0932
 RR0932;                    North         East     Units Scale Factor Converg.
 RR0932;SPC ND S     -    46,339.458   487,289.799   MT  1.00002325   -1 03 45.8
 RR0932;SPC ND S     -   152,032.34  1,598,719.81   iFT  1.00002325   -1 03 45.8
 RR0932;UTM  14      - 5,106,537.071   271,341.497   MT  1.00024279   -2 07 50.4
 RR0932;UTM  13      - 5,106,788.017   735,306.723   MT  1.00028072   +2 11 33.6
 RR0932
 RR0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0932!SPC ND S     -   0.99988691  x   1.00002325  =   0.99991016
 RR0932!UTM  14      -   0.99988691  x   1.00024279  =   1.00012967
 RR0932!UTM  13      -   0.99988691  x   1.00028072  =   1.00016760
 RR0932
 RR0932|---------------------------------------------------------------------|
 RR0932| PID    Reference Object                     Distance      Geod. Az  |
 RR0932|                                                           dddmmss.s |
 RR0932| RR0933 CANNON 2                             19.992 METERS 09052     |
 RR0932| CQ8022 CANNON RM 1                          11.930 METERS 17827     |
 RR0932| RR0934 CANNON AZ MK                        APPROX. 0.8 KM 1805152.0 |
 RR0932| CQ8023 CANNON RM 2                          10.856 METERS 35825     |
 RR0932|---------------------------------------------------------------------|
 RR0932
 RR0932                          SUPERSEDED SURVEY CONTROL
 RR0932
 RR0932  NAD 83(1986)-  46 04 26.91015(N)    101 57 25.23760(W) AD(       ) 1
 RR0932  NAD 27      -  46 04 26.90100(N)    101 57 23.71700(W) AD(       ) 1
 RR0932  NGVD 29 (07/19/86)  740.2    (m)         2428.     (f) VERT ANG       
 RR0932
 RR0932.Superseded values are not recommended for survey control.
 RR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0932.See file dsdata.txt to determine how the superseded data were derived.
 RR0932
 RR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7134106537(NAD 83)
 RR0932_MARKER: DS = TRIANGULATION STATION DISK
 RR0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0932
 RR0932  HISTORY     - Date     Condition        Report By
 RR0932  HISTORY     - 1951     MONUMENTED       CGS
 RR0932  HISTORY     - 1952     GOOD             CGS
 RR0932
 RR0932                          STATION DESCRIPTION
 RR0932
 RR0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0932'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH OF THUNDER HAWK,
 RR0932'ABOUT 1.5 MILE NORTH OF THE SOUTH FORK OF THE CANNONBALL RIVER,
 RR0932'ON THE CREST OF A LOW HILL, 33 FEET EAST OF THE CENTER OF A
 RR0932'GRADED DIRT ROAD, 11 FEET SOUTHWEST OF A TELEPHONE POLE WITH
 RR0932'A TRIANGULAR BLAZE, AND 4 FEET WEST OF A WIRE FENCE.
 RR0932'
 RR0932'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THUNDER HAWK,
 RR0932'GO NORTH ON A GRADED DIRT ROAD FOR 0.25 MILE TO A T-INTERSECTION.
 RR0932'THEN RIGHT, EAST, FOR 0.75 MILE.  THEN LEFT, NORTH, ON A GRADED
 RR0932'DIRT ROAD FOR 7.65 MILES TO THE BRIDGE ACROSS THE SOUTH FORK OF
 RR0932'THE CANNONBALL RIVER.  CONTINUE NORTH FOR 0.95 MILE TO THE
 RR0932'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH FOR 0.5
 RR0932'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 RR0932'
 RR0932'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RR0932'CANNON 1951.
 RR0932'
 RR0932'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE CENTER OF THE ROAD,
 RR0932'AND 4 FEET WEST OF THE WIRE FENCE.  IT PROJECTS 4 INCHES, AND
 RR0932'THE DISK IS STAMPED CANNON NO 1 1951.
 RR0932'
 RR0932'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE CENTER OF THE
 RR0932'ROAD, 26 FEET NORTH-NORTHWEST OF THE TELEPHONE POLE WITH A
 RR0932'TRIANGULAR BLAZE, AND 4 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 RR0932'4 INCHES, AND THE DISK IS STAMPED CANNON NO 2 1951.
 RR0932'
 RR0932'THE AZIMUTH MARK IS JUST EAST OF A SMALL, CONE SHAPED MOUND, 0.05
 RR0932'MILE SOUTH OF A FENCE, 20 FEET WEST OF THE CENTER OF THE GRADED
 RR0932'DIRT ROAD, AND 5 FEET EAST OF A CULTIVATED FIELD.  IT PROJECTS
 RR0932'4 INCHES, AND THE DISK IS STAMPED CANNON 1951.
 RR0932'
 RR0932'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0932'CYLINDERS.
 RR0932
 RR0932                          STATION RECOVERY (1952)
 RR0932
 RR0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 RR0932'THE STATION WAS RECOVERED, FOUND AS DESCRIBED, AND ALL MARKS
 RR0932'WERE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS ADEQUATE.
 RR0932'STATION CANNON 2 WAS ESTABLISHED THEN CANNON 1951 DESTROYED
 RR0932'AS REQUESTED, INCLUDING REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 RR0932'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0933 ***********************************************************************
 RR0933  DESIGNATION -  CANNON 2
 RR0933  PID         -  RR0933
 RR0933  STATE/COUNTY-  ND/GRANT
 RR0933  USGS QUAD   -  ROUND TOP (1972)
 RR0933
 RR0933                         *CURRENT SURVEY CONTROL
 RR0933  ___________________________________________________________________
 RR0933* NAD 83(1996)-  46 04 26.90863(N)    101 57 24.30991(W)     ADJUSTED  
 RR0933* NAVD 88     -       741.0    (meters)    2431.     (feet)  VERTCON   
 RR0933  ___________________________________________________________________
 RR0933  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 RR0933  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 RR0933
 RR0933  HORZ ORDER  -  THIRD
 RR0933
 RR0933.The horizontal coordinates were established by classical geodetic methods
 RR0933.and adjusted by the National Geodetic Survey in January 1998..
 RR0933.No horizontal observational check was made to the station.
 RR0933
 RR0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0933
 RR0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0933
 RR0933.The geoid height was determined by GEOID03.
 RR0933
 RR0933;                    North         East     Units Scale Factor Converg.
 RR0933;SPC ND S     -    46,338.784   487,309.780   MT  1.00002325   -1 03 45.1
 RR0933;SPC ND S     -   152,030.13  1,598,785.37   iFT  1.00002325   -1 03 45.1
 RR0933;UTM  14      - 5,106,536.024   271,361.467   MT  1.00024268   -2 07 49.7
 RR0933;UTM  13      - 5,106,788.478   735,326.715   MT  1.00028083   +2 11 34.3
 RR0933
 RR0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0933!SPC ND S     -   0.99988686  x   1.00002325  =   0.99991011
 RR0933!UTM  14      -   0.99988686  x   1.00024268  =   1.00012952
 RR0933!UTM  13      -   0.99988686  x   1.00028083  =   1.00016766
 RR0933
 RR0933:                Primary Azimuth Mark                     Grid Az
 RR0933:SPC ND S     -  CANNON AZ MK                             183 16 57.2
 RR0933:UTM  14      -  CANNON AZ MK                             184 21 01.8
 RR0933:UTM  13      -  CANNON AZ MK                             180 01 37.8
 RR0933
 RR0933|---------------------------------------------------------------------|
 RR0933| PID    Reference Object                     Distance      Geod. Az  |
 RR0933|                                                           dddmmss.s |
 RR0933| RR0934 CANNON AZ MK                        APPROX. 0.8 KM 1821312.1 |
 RR0933| CQ8024 CANNON 2 AZ MK                                     1951650.1 |
 RR0933| CQ8025 CANNON 2 RM 3                        18.248 METERS 22917     |
 RR0933| RR0932 CANNON                               19.992 METERS 27052     |
 RR0933| CQ8026 CANNON 2 RM 4                        20.973 METERS 31850     |
 RR0933|---------------------------------------------------------------------|
 RR0933
 RR0933                          SUPERSEDED SURVEY CONTROL
 RR0933
 RR0933  NAD 83(1986)-  46 04 26.90030(N)    101 57 24.30736(W) AD(       ) 3
 RR0933  NAD 27      -  46 04 26.89100(N)    101 57 22.78700(W) AD(       ) 3
 RR0933  NGVD 29 (07/19/86)  740.5    (m)         2429.     (f) VERT ANG       
 RR0933
 RR0933.Superseded values are not recommended for survey control.
 RR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0933.See file dsdata.txt to determine how the superseded data were derived.
 RR0933
 RR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7136106536(NAD 83)
 RR0933_MARKER: DS = TRIANGULATION STATION DISK
 RR0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0933
 RR0933  HISTORY     - Date     Condition        Report By
 RR0933  HISTORY     - 1952     MONUMENTED       CGS
 RR0933  HISTORY     - 1959     GOOD             CGS
 RR0933  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RR0933
 RR0933                          STATION DESCRIPTION
 RR0933
 RR0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 RR0933'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH OF THUNDER HAWK,
 RR0933'SOUTH DAKOTA, ABOUT 1.5 MILE NORTH OF THE SOUTH FORK OF THE
 RR0933'CANNONBALL RIVER, ON THE CREST OF A LOW HILL, IN THE NORTHWEST
 RR0933'1/4 OF SECTION 21, T 130 N, R 90 W, ON PROPERTY OWNED BY MR.
 RR0933'A.A. GIBBONS, 100 FEET EAST OF THE CENTER OF A GRADED DIRT ROAD,
 RR0933'59 FEET NORTHEAST OF A 4 IN X 4 IN WITNESS POST, AND 48 FEET
 RR0933'EAST OF A FENCE LINE AND A TELEPHONE POLE.
 RR0933'
 RR0933'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THUNDER HAWK,
 RR0933'GO NORTH ON A GRADED DIRT ROAD FOR 0.25 MILE TO A T-INTERSECTION.
 RR0933'THEN RIGHT, EAST, FOR 0.75 MILE.  THEN LEFT, NORTH, ON A GRADED
 RR0933'DIRT ROAD FOR 7.65 MILES TO THE BRIDGE ACROSS THE SOUTH FORK
 RR0933'OF THE CANNONBALL RIVER.  CONTINUE NORTH FOR 0.55 MILE TO THE
 RR0933'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE GRADED DIRT
 RR0933'ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 RR0933'
 RR0933'THE STATION MARK PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 RR0933'CANNON 2 1952.
 RR0933'
 RR0933'REFERENCE MARK NO. 3 IS 56 FEET EAST OF THE CENTER OF THE ROAD,
 RR0933'50 FEET SOUTH OF THE TELEPHONE POLE, AND 2 FEET SOUTH OF THE
 RR0933'WITNESS POST.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RR0933'CANNON 2 NO 3 1952.
 RR0933'
 RR0933'REFERENCE MARK NO. 4 IS 53 FEET EAST OF THE CENTER OF THE ROAD,
 RR0933'AND 41 FEET NORTH OF THE TELEPHONE POLE.  IT PROJECTS 6 INCHES,
 RR0933'AND THE DISK IS STAMPED CANNON 2 NO 4 1952.
 RR0933'
 RR0933'THE AZIMUTH MARK IS 0.1 MILE WEST OF THE GRADED DIRT ROAD, AT
 RR0933'THE NORTHWEST CORNER OF A CULTIVATED FIELD, AT THE NORTHEAST
 RR0933'BASE OF A SMALL KNOLL, 2 FEET EAST OF A 4 IN X 4 IN WITNESS
 RR0933'POST, AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 RR0933'AND THE DISK IS STAMPED CANNON 2 1952.
 RR0933
 RR0933                          STATION RECOVERY (1959)
 RR0933
 RR0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0933'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0933'
 RR0933'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0933
 RR0933                          STATION RECOVERY (1972)
 RR0933
 RR0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 RR0933'THE STATION MARKS, AND REFERENCE MARKS NO. 3 AND NO. 4 WERE NOT
 RR0933'RECOVERED.  THEY HAVE BEEN DESTROYED BY NEW HIGHWAY CONSTRUCTION.
 RR0933'A LARGE CUT HAS BEEN MADE THRU THE HILL ON WHICH THEY WERE
 RR0933'LOCATED.  THE POINT OF THE STATION WOULD NOW BE IN THE EAST
 RR0933'BACKSLOPE AND ABOUT 25 FEET LOWER THEN THE TOP OF THE HILL.
 RR0933'NONE OF THREE MONUMENTS WERE FOUND.  THE AZIMUTH MARK WAS FOUND
 RR0933'IN GOOD CONDITION IN THE CENTER OF A PASTURE LANE, THE DISK
 RR0933'WAS REMOVED AT THIS TIME AND THE MONUMENT BROKEN OFF AT GROUND
 RR0933'LEVEL.
 RR0933'
 RR0933'THE STATION SHOULD BE CONSIDERED DESTROYED.
 RR0933'
 RR0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 RR0933'N OF THUNDER HAWK, S. DAKOTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0811 ***********************************************************************
 RR0811  CBN         -  This is a Cooperative Base Network Control Station.
 RR0811  DESIGNATION -  CANNON BALL RESET
 RR0811  PID         -  RR0811
 RR0811  STATE/COUNTY-  ND/SIOUX
 RR0811  USGS QUAD   -  CANNON BALL NW (1968)
 RR0811
 RR0811                         *CURRENT SURVEY CONTROL
 RR0811  ___________________________________________________________________
 RR0811* NAD 83(1996)-  46 23 58.01908(N)    100 38 21.42354(W)     ADJUSTED  
 RR0811* NAVD 88     -       567.1    (meters)    1861.     (feet)  GPS OBS   
 RR0811  ___________________________________________________________________
 RR0811  X           -    -813,578.803 (meters)                     COMP
 RR0811  Y           -  -4,330,895.012 (meters)                     COMP
 RR0811  Z           -   4,596,374.532 (meters)                     COMP
 RR0811  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 RR0811  ELLIP HEIGHT-         545.60  (meters)          (04/07/03) GPS OBS
 RR0811  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0811
 RR0811  HORZ ORDER  -  B
 RR0811  ELLP ORDER  -  THIRD     CLASS II
 RR0811
 RR0811.The horizontal coordinates were established by GPS observations
 RR0811.and adjusted by the National Geodetic Survey in April 2003..
 RR0811
 RR0811.The orthometric height was determined by GPS observations and a
 RR0811.high-resolution geoid model.
 RR0811
 RR0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0811
 RR0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0811
 RR0811.The ellipsoidal height was determined by GPS observations
 RR0811.and is referenced to NAD 83.
 RR0811
 RR0811.The geoid height was determined by GEOID03.
 RR0811
 RR0811;                    North         East     Units Scale Factor Converg.
 RR0811;SPC ND S     -    81,463.001   589,288.867   MT  0.99996453   -0 06 05.7
 RR0811;SPC ND S     -   267,267.06  1,933,362.42   iFT  0.99996453   -0 06 05.7
 RR0811;UTM  14      - 5,139,736.297   373,983.754   MT  0.99979520   -1 11 14.2
 RR0811
 RR0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0811!SPC ND S     -   0.99991448  x   0.99996453  =   0.99987901
 RR0811!UTM  14      -   0.99991448  x   0.99979520  =   0.99970970
 RR0811
 RR0811:                Primary Azimuth Mark                     Grid Az
 RR0811:SPC ND S     -  HAZELTON                                 054 55 30.3
 RR0811:UTM  14      -  HAZELTON                                 056 00 38.8
 RR0811
 RR0811|---------------------------------------------------------------------|
 RR0811| PID    Reference Object                     Distance      Geod. Az  |
 RR0811|                                                           dddmmss.s |
 RR0811| RR0803 HAZELTON                            APPROX.11.4 KM 0544924.6 |
 RR0811| CO5327 CANNON BALL RM 1                     14.592 METERS 25528     |
 RR0811| CO5328 CANNON BALL RM 2                     12.646 METERS 35240     |
 RR0811|---------------------------------------------------------------------|
 RR0811
 RR0811                          SUPERSEDED SURVEY CONTROL
 RR0811
 RR0811  NAD 83(1996)-  46 23 58.01603(N)    100 38 21.43004(W) AD(       ) 2
 RR0811  NAD 83(1986)-  46 23 58.00779(N)    100 38 21.41961(W) AD(       ) 2
 RR0811  NAD 27      -  46 23 58.02600(N)    100 38 19.97300(W) AD(       ) 2
 RR0811
 RR0811.Superseded values are not recommended for survey control.
 RR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0811.See file dsdata.txt to determine how the superseded data were derived.
 RR0811
 RR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7398439736(NAD 83)
 RR0811_MARKER: DD = SURVEY DISK
 RR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0811_STAMPING: CANNON BALL MO R.C. 1948
 RR0811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RR0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0811+STABILITY: SURFACE MOTION
 RR0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0811+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2002
 RR0811
 RR0811  HISTORY     - Date     Condition        Report By
 RR0811  HISTORY     - 1948     MONUMENTED       MORC
 RR0811  HISTORY     - 1957     GOOD             CGS
 RR0811  HISTORY     - 20020627 GOOD             NGS
 RR0811
 RR0811                          STATION DESCRIPTION
 RR0811
 RR0811'DESCRIBED BY MISSOURI RIVER COMMISSION 1948 (MJT)
 RR0811'THE STATION IS LOCATED ABOUT 7.5 MILES EAST-NORTHEAST OF THE
 RR0811'VILLAGE OF SOLEN, 2.5 MILES WEST OF THE INDIAN SETTLEMENT OF
 RR0811'CANNON BALL, 263 FEET SOUTH-SOUTHEAST OF AN EAST-WEST FENCE
 RR0811'LINE, 11.3 FEET SOUTH-SOUTHWEST OF A WITNESS POST, AND ON LAND
 RR0811'OWNED BY JOSEPH WICKS.
 RR0811'
 RR0811'THE STATION MARK IS A SQUARE CONCRETE BLOCK PROJECTING 8 INCHES,
 RR0811'AND IN THE TOP OF BLOCK IS A STANDARD STATION BRONZE TABLET
 RR0811'THAT IS STAMPED CANNON BALL MO R.C. 1948
 RR0811'
 RR0811'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 21
 RR0811'AND THE NORTH END OF MAIN STREET IN SOLEN, GO EAST AND SOUTHEAST
 RR0811'ON STATE HIGHWAY 21 FOR 8.75 MILES TO ROAD FORKS, TURN LEFT
 RR0811'AND GO 0.95 MILES TO A CROSSROAD AND THE U.S.C. AND G.S. BENCH
 RR0811'MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON NORTH FOR 0.85
 RR0811'MILE TO AN IRON GATE ON THE LEFT, TURN LEFT AND GO WEST ACROSS
 RR0811'FIELD ON TRACK ROAD FOR 0.35 MILE, THENCE TURN RIGHT AND GO
 RR0811'0.1 MILE TO THE SUMMIT OF HILL AND THE STATION AS DESCRIBED.
 RR0811'
 RR0811'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 RR0811'10 INCHES, AND IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE
 RR0811'MARK DISK THAT IS STAMPED CANNON BALL MO R C NO 1 1948.
 RR0811'
 RR0811'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 RR0811'8 INCHES, AND IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE
 RR0811'MARK DISK THAT IS STAMPED CANNON BALL MO R C NO 2 1948.
 RR0811'
 RR0811'U.SC. AND G.S. BENCH MARK J 128 1934 RESET 1945 WAS USED AS
 RR0811'THE AZIMUTH MARK FOR THIS STATION.  THIS BENCH MARK WAS FOUND
 RR0811'VERY UNSTEADY AND WAS PROJECTING ABOUT 14 INCHES.  THE CONCRETE
 RR0811'BLOCK WAS REMOVED AND THEN REPLACED IN DEEPER HOLE IN SAME
 RR0811'LOCATION AND REENFORCED WITH CONCRETE.  IT IS 87 FEET WEST OF
 RR0811'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 34 FEET NORTH
 RR0811'OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 13 FEET WEST
 RR0811'OF THE SOUTHEAST FENCE CORNER OF A CULTIVATED FIELD AND 2 FEET
 RR0811'WEST OF A WITNESS POST.
 RR0811'
 RR0811'THE BENCH MARK IS A SQUARE CONCRETE BLOCK THAT PROJECTS 5 INCHES,
 RR0811'AND IN THE TOP OF THE BLOCK IS A STANDARD BENCH MARK BRONZE
 RR0811'DISK THAT IS STAMPED J 128 1934 RESET 1945.
 RR0811'
 RR0811'THE PIPE MARK OF THE MO. R.C. STATION WAS REMOVED AND AN
 RR0811'UNDERGROUND STATION MARK WAS SET PLUMB WITH THE MO. R.C.
 RR0811'UNDERGROUND STONE MARKER, AND ABOUT 4 INCHES ABOVE THE STONE
 RR0811'MARKER.
 RR0811'
 RR0811'A 4 FOOT STAND WILL SEE HAZELTON 1934, GRENZ, HEER 1934, BALL
 RR0811'AND LEINGANG 1934.
 RR0811'
 RR0811'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RR0811
 RR0811                          STATION RECOVERY (1957)
 RR0811
 RR0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0811'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0811'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0811'ADEQUATE.
 RR0811
 RR0811                          STATION RECOVERY (2002)
 RR0811
 RR0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RR0811'RECOVERED AS DESCRIBED.
 RR0811'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0594 ***********************************************************************
 RR0594  DESIGNATION -  CARIBOU
 RR0594  PID         -  RR0594
 RR0594  STATE/COUNTY-  ND/MORTON
 RR0594  USGS QUAD   -  NORTH ALMONT (1980)
 RR0594
 RR0594                         *CURRENT SURVEY CONTROL
 RR0594  ___________________________________________________________________
 RR0594* NAD 83(1996)-  46 50 50.99607(N)    101 30 44.64401(W)     ADJUSTED  
 RR0594* NAVD 88     -       643.595  (meters)    2111.53   (feet)  ADJUSTED  
 RR0594  ___________________________________________________________________
 RR0594  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 RR0594  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 RR0594  DYNAMIC HT  -         643.599 (meters)    2111.54  (feet)  COMP
 RR0594  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 RR0594
 RR0594  HORZ ORDER  -  SECOND
 RR0594  VERT ORDER  -  FIRST     CLASS II
 RR0594
 RR0594.The horizontal coordinates were established by classical geodetic methods
 RR0594.and adjusted by the National Geodetic Survey in January 1998..
 RR0594
 RR0594.The orthometric height was determined by differential leveling
 RR0594.and adjusted by the National Geodetic Survey in June 1991..
 RR0594
 RR0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0594
 RR0594.The geoid height was determined by GEOID03.
 RR0594
 RR0594.The dynamic height is computed by dividing the NAVD 88
 RR0594.geopotential number by the normal gravity value computed on the
 RR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0594.degrees latitude (g = 980.6199 gals.).
 RR0594
 RR0594.The modeled gravity was interpolated from observed gravity values.
 RR0594
 RR0594;                    North         East     Units Scale Factor Converg.
 RR0594;SPC ND S     -   131,755.038   522,789.097   MT  0.99993588   -0 44 18.3
 RR0594;SPC ND S     -   432,267.19  1,715,187.33   iFT  0.99993588   -0 44 18.3
 RR0594;UTM  14      - 5,191,282.163   308,454.344   MT  1.00005097   -1 50 00.4
 RR0594
 RR0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0594!SPC ND S     -   0.99990224  x   0.99993588  =   0.99983813
 RR0594!UTM  14      -   0.99990224  x   1.00005097  =   0.99995321
 RR0594
 RR0594:                Primary Azimuth Mark                     Grid Az
 RR0594:SPC ND S     -  CARIBOU AZ MK                            088 46 24.5
 RR0594:UTM  14      -  CARIBOU AZ MK                            089 52 06.6
 RR0594
 RR0594|---------------------------------------------------------------------|
 RR0594| PID    Reference Object                     Distance      Geod. Az  |
 RR0594|                                                           dddmmss.s |
 RR0594| RR0592 CARIBOU AZ MK                                      0880206.2 |
 RR0594| RR0595 CARIBOU RM 1                         13.246 METERS 09134     |
 RR0594| RR0912 TOWER                               APPROX.10.3 KM 1293624.1 |
 RR0594| RR0948 FRIEDENS EVANGELICAL CH CUPOLA      APPROX. 7.9 KM 2695544.5 |
 RR0594| RR0596 CARIBOU RM 2                         14.757 METERS 27127     |
 RR0594|---------------------------------------------------------------------|
 RR0594
 RR0594                          SUPERSEDED SURVEY CONTROL
 RR0594
 RR0594  NAD 83(1986)-  46 50 50.99014(N)    101 30 44.63367(W) AD(       ) 2
 RR0594  NAD 27      -  46 50 50.98800(N)    101 30 43.11300(W) AD(       ) 2
 RR0594  NGVD 29 (07/19/86)  643.15   (m)         2110.1    (f) LEVELING    3  
 RR0594
 RR0594.Superseded values are not recommended for survey control.
 RR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0594.See file dsdata.txt to determine how the superseded data were derived.
 RR0594
 RR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0845491282(NAD 83)
 RR0594_MARKER: DS = TRIANGULATION STATION DISK
 RR0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0594_SP_SET: CONCRETE POST
 RR0594_STAMPING: CARIBOU 1951
 RR0594_MARK LOGO: CGS   
 RR0594_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0594+STABILITY: SURFACE MOTION
 RR0594
 RR0594  HISTORY     - Date     Condition        Report By
 RR0594  HISTORY     - 1951     MONUMENTED       CGS
 RR0594  HISTORY     - 1956     GOOD             CGS
 RR0594  HISTORY     - 1958     GOOD             USGS
 RR0594  HISTORY     - 1982     GOOD             NGS
 RR0594
 RR0594                          STATION DESCRIPTION
 RR0594
 RR0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0594'THE STATION IS ABOUT 4-1/2 MILES WEST OF NEW SALEM, 1/2 MILE
 RR0594'NORTH-NORTHWEST OF THE NORTH ALMONT RAILWAY STATION, AND
 RR0594'ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 10.
 RR0594'
 RR0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RR0594'AND STATE HIGHWAY NO. 31 ON THE NORTHWEST EDGE OF NEW SALEM,
 RR0594'GO WEST ON U.S. HIGHWAY NO. 10 FOR 4.2 MILES TO THE AZIMUTH
 RR0594'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.5 MILE
 RR0594'TO THE STATION MARK ON THE LEFT AS DESCRIBED.
 RR0594'
 RR0594'THE STATION MARK IS 175 FEET WEST OF A GRAVELED ROAD, 70 FEET
 RR0594'NORTHEAST OF A GRAVELED ROAD, 65 FEET SOUTH OF THE HIGHWAY,
 RR0594'AND 5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 RR0594'6 INCHES AND THE DISK IS STAMPED CARIBOU 1951.
 RR0594'
 RR0594'REFERENCE MARK NO. 1 IS 100 FEET WEST OF THE GRAVELED ROAD,
 RR0594'AND 65 FEET SOUTH OF THE HIGHWAY.  THE MARK PROJECTS 4 INCHES
 RR0594'AND THE DISK IS STAMPED CARIBOU NO 1 1951.
 RR0594'
 RR0594'REFERENCE MARK NO. 2 IS 65 FEET SOUTH OF THE HIGHWAY, AND
 RR0594'50 FEET NORTHEAST OF THE GRAVELED ROAD.  THE MARK PROJECTS
 RR0594'4 INCHES AND THE DISK IS STAMPED CARIBOU NO 2 1951.
 RR0594'
 RR0594'THE AZIMUTH MARK IS 65 FEET NORTH OF THE HIGHWAY, AND 2 FEET
 RR0594'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 RR0594'DISK IS STAMPED CARIBOU 1951.
 RR0594'
 RR0594'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 RR0594'CONCRETE CYLINDERS.
 RR0594
 RR0594                          STATION RECOVERY (1956)
 RR0594
 RR0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0594'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0594'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0594
 RR0594                          STATION RECOVERY (1958)
 RR0594
 RR0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0594'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0594
 RR0594                          STATION RECOVERY (1982)
 RR0594
 RR0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0594'7.3 KM (4.55 MI) WEST FROM NEW SALEM.
 RR0594'7.3 KM (4.55 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0594'STATE HIGHWAY 31 IN NEW SALEM, IN THE SOUTHWEST ANGLE OF A CROSSROADS,
 RR0594'53.3 METERS (174.9 FT) WEST OF THE CENTER OF COUNTY ROAD 86, 19.8
 RR0594'METERS (65.0 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 139 AND 13.2
 RR0594'METERS (43.3 FT) WEST OF REFERENCE MARK 1.
 RR0594'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST AND FENCE
 RR0594'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0592 ***********************************************************************
 RR0592  DESIGNATION -  CARIBOU AZ MK
 RR0592  PID         -  RR0592
 RR0592  STATE/COUNTY-  ND/MORTON
 RR0592  USGS QUAD   -  NORTH ALMONT (1980)
 RR0592
 RR0592                         *CURRENT SURVEY CONTROL
 RR0592  ___________________________________________________________________
 RR0592* NAD 83(1986)-  46 50 51.     (N)    101 30 05.     (W)     SCALED    
 RR0592* NAVD 88     -       660.237  (meters)    2166.13   (feet)  ADJUSTED  
 RR0592  ___________________________________________________________________
 RR0592  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 RR0592  DYNAMIC HT  -         660.242 (meters)    2166.14  (feet)  COMP
 RR0592  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 RR0592
 RR0592  VERT ORDER  -  FIRST     CLASS II
 RR0592
 RR0592.The horizontal coordinates were scaled from a topographic map and have
 RR0592.an estimated accuracy of +/- 6 seconds.
 RR0592
 RR0592.The orthometric height was determined by differential leveling
 RR0592.and adjusted by the National Geodetic Survey in June 1991..
 RR0592
 RR0592.The geoid height was determined by GEOID03.
 RR0592
 RR0592.The dynamic height is computed by dividing the NAVD 88
 RR0592.geopotential number by the normal gravity value computed on the
 RR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0592.degrees latitude (g = 980.6199 gals.).
 RR0592
 RR0592.The modeled gravity was interpolated from observed gravity values.
 RR0592
 RR0592;                    North         East    Units  Estimated Accuracy
 RR0592;SPC ND S     -   131,740.      523,630.      MT  (+/- 180 meters Scaled)
 RR0592
 RR0592                          SUPERSEDED SURVEY CONTROL
 RR0592
 RR0592.No superseded survey control is available for this station.
 RR0592
 RR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS092912(NAD 83)
 RR0592_MARKER: DZ = AZIMUTH MARK DISK
 RR0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0592_SP_SET: CONCRETE POST
 RR0592_STAMPING: CARIBOU 1951
 RR0592_MARK LOGO: CGS   
 RR0592_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0592+STABILITY: SURFACE MOTION
 RR0592
 RR0592  HISTORY     - Date     Condition        Report By
 RR0592  HISTORY     - 1951     MONUMENTED       CGS
 RR0592  HISTORY     - 1982     GOOD             NGS
 RR0592
 RR0592                          STATION DESCRIPTION
 RR0592
 RR0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0592'6.5 KM (4.05 MI) WEST FROM NEW SALEM.
 RR0592'6.5 KM (4.05 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0592'STATE HIGHWAY 31 IN NEW SALEM, 0.8 KM (0.5 MI) EAST OF THE JUNCTION OF
 RR0592'COUNTY ROAD 86, 19.8 METERS (65.0 FT) NORTH OF THE CENTERLINE OF THE
 RR0592'ROAD, 1.9 METERS (6.2 FT) EAST OF BENCH MARK B 490, 0.8 METER (2.6 FT)
 RR0592'SOUTHWEST OF A FENCE CORNER AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.
 RR0592'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RR0592'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0595 ***********************************************************************
 RR0595  DESIGNATION -  CARIBOU RM 1
 RR0595  PID         -  RR0595
 RR0595  STATE/COUNTY-  ND/MORTON
 RR0595  USGS QUAD   -  NORTH ALMONT (1980)
 RR0595
 RR0595                         *CURRENT SURVEY CONTROL
 RR0595  ___________________________________________________________________
 RR0595* NAD 83(1986)-  46 50 51.     (N)    101 30 44.     (W)     SCALED    
 RR0595* NAVD 88     -       643.633  (meters)    2111.65   (feet)  ADJUSTED  
 RR0595  ___________________________________________________________________
 RR0595  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 RR0595  DYNAMIC HT  -         643.637 (meters)    2111.67  (feet)  COMP
 RR0595  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RR0595
 RR0595  VERT ORDER  -  FIRST     CLASS II
 RR0595
 RR0595.The horizontal coordinates were scaled from a topographic map and have
 RR0595.an estimated accuracy of +/- 6 seconds.
 RR0595
 RR0595.The orthometric height was determined by differential leveling
 RR0595.and adjusted by the National Geodetic Survey in June 1991..
 RR0595
 RR0595.The geoid height was determined by GEOID03.
 RR0595
 RR0595.The dynamic height is computed by dividing the NAVD 88
 RR0595.geopotential number by the normal gravity value computed on the
 RR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0595.degrees latitude (g = 980.6199 gals.).
 RR0595
 RR0595.The modeled gravity was interpolated from observed gravity values.
 RR0595
 RR0595;                    North         East    Units  Estimated Accuracy
 RR0595;SPC ND S     -   131,760.      522,800.      MT  (+/- 180 meters Scaled)
 RR0595
 RR0595                          SUPERSEDED SURVEY CONTROL
 RR0595
 RR0595.No superseded survey control is available for this station.
 RR0595
 RR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS084912(NAD 83)
 RR0595_MARKER: DR = REFERENCE MARK DISK
 RR0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0595_SP_SET: CONCRETE POST
 RR0595_STAMPING: CARIBOU NO 1 1951
 RR0595_MARK LOGO: CGS   
 RR0595_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0595+STABILITY: SURFACE MOTION
 RR0595
 RR0595  HISTORY     - Date     Condition        Report By
 RR0595  HISTORY     - 1951     MONUMENTED       CGS
 RR0595  HISTORY     - 1982     GOOD             NGS
 RR0595
 RR0595                          STATION DESCRIPTION
 RR0595
 RR0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0595'7.3 KM (4.55 MI) WEST FROM NEW SALEM.
 RR0595'7.3 KM (4.55 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0595'STATE HIGHWAY 31 IN NEW SALEM, IN THE SOUTHWEST ANGLE OF A CROSSROADS,
 RR0595'30.5 METERS (100.1 FT) WEST OF THE CENTER OF COUNTY ROAD 86, 22.6
 RR0595'METERS (74.1 FT) WEST OF A FENCE CORNER, 19.8 METERS (65.0 FT) SOUTH
 RR0595'OF THE CENTERLINE OF COUNTY ROAD 139, 13.2 METERS (43.3 FT) EAST OF
 RR0595'THE STATION MARK AND 0.9 METER (3.0 FT) SOUTH OF A FENCE.
 RR0595'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0596 ***********************************************************************
 RR0596  DESIGNATION -  CARIBOU RM 2
 RR0596  PID         -  RR0596
 RR0596  STATE/COUNTY-  ND/MORTON
 RR0596  USGS QUAD   -  NORTH ALMONT (1980)
 RR0596
 RR0596                         *CURRENT SURVEY CONTROL
 RR0596  ___________________________________________________________________
 RR0596* NAD 83(1986)-  46 50 51.     (N)    101 30 46.     (W)     SCALED    
 RR0596* NAVD 88     -       642.767  (meters)    2108.81   (feet)  ADJUSTED  
 RR0596  ___________________________________________________________________
 RR0596  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 RR0596  DYNAMIC HT  -         642.772 (meters)    2108.83  (feet)  COMP
 RR0596  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RR0596
 RR0596  VERT ORDER  -  FIRST     CLASS II
 RR0596
 RR0596.The horizontal coordinates were scaled from a topographic map and have
 RR0596.an estimated accuracy of +/- 6 seconds.
 RR0596
 RR0596.The orthometric height was determined by differential leveling
 RR0596.and adjusted by the National Geodetic Survey in June 1991..
 RR0596
 RR0596.The geoid height was determined by GEOID03.
 RR0596
 RR0596.The dynamic height is computed by dividing the NAVD 88
 RR0596.geopotential number by the normal gravity value computed on the
 RR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0596.degrees latitude (g = 980.6199 gals.).
 RR0596
 RR0596.The modeled gravity was interpolated from observed gravity values.
 RR0596
 RR0596;                    North         East    Units  Estimated Accuracy
 RR0596;SPC ND S     -   131,760.      522,760.      MT  (+/- 180 meters Scaled)
 RR0596
 RR0596                          SUPERSEDED SURVEY CONTROL
 RR0596
 RR0596.No superseded survey control is available for this station.
 RR0596
 RR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS084912(NAD 83)
 RR0596_MARKER: DR = REFERENCE MARK DISK
 RR0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0596_SP_SET: CONCRETE POST
 RR0596_STAMPING: CARIBOU NO 2 1951
 RR0596_MARK LOGO: CGS   
 RR0596_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0596+STABILITY: SURFACE MOTION
 RR0596
 RR0596  HISTORY     - Date     Condition        Report By
 RR0596  HISTORY     - 1951     MONUMENTED       CGS
 RR0596  HISTORY     - 1982     GOOD             NGS
 RR0596
 RR0596                          STATION DESCRIPTION
 RR0596
 RR0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0596'7.3 KM (4.55 MI) WEST FROM NEW SALEM.
 RR0596'7.3 KM (4.55 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0596'STATE HIGHWAY 31 IN NEW SALEM, IN THE SOUTHWEST ANGLE OF A CROSSROADS,
 RR0596'68.1 METERS (223.4 FT) WEST OF THE CENTER OF COUNTY ROAD 86, 19.8
 RR0596'METERS (65.0 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 139, 14.8
 RR0596'METERS (48.6 FT) WEST OF THE STATION MARK AND 0.9 METER (3.0 FT) SOUTH
 RR0596'OF A FENCE.
 RR0596'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0889 ***********************************************************************
 RR0889  DESIGNATION -  CARLSON
 RR0889  PID         -  RR0889
 RR0889  STATE/COUNTY-  ND/MORTON
 RR0889  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0889
 RR0889                         *CURRENT SURVEY CONTROL
 RR0889  ___________________________________________________________________
 RR0889* NAD 83(1996)-  46 48 45.07500(N)    101 04 26.47283(W)     ADJUSTED  
 RR0889* NAVD 88     -       615.     (meters)    2018.     (feet)  SCALED    
 RR0889  ___________________________________________________________________
 RR0889  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 RR0889  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 RR0889
 RR0889  HORZ ORDER  -  THIRD
 RR0889
 RR0889.The horizontal coordinates were established by classical geodetic methods
 RR0889.and adjusted by the National Geodetic Survey in January 1998..
 RR0889
 RR0889.The orthometric height was scaled from a topographic map.
 RR0889
 RR0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0889
 RR0889.The geoid height was determined by GEOID03.
 RR0889
 RR0889;                    North         East     Units Scale Factor Converg.
 RR0889;SPC ND S     -   127,529.364   556,193.038   MT  0.99993593   -0 25 07.2
 RR0889;SPC ND S     -   418,403.43  1,824,780.31   iFT  0.99993593   -0 25 07.2
 RR0889;UTM  14      - 5,186,419.059   341,772.856   MT  0.99990772   -1 30 45.1
 RR0889
 RR0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0889!SPC ND S     -   0.99990682  x   0.99993593  =   0.99984276
 RR0889!UTM  14      -   0.99990682  x   0.99990772  =   0.99981455
 RR0889
 RR0889:                Primary Azimuth Mark                     Grid Az
 RR0889:SPC ND S     -  FLAX                                     041 55 59.8
 RR0889:UTM  14      -  FLAX                                     043 01 37.7
 RR0889
 RR0889|---------------------------------------------------------------------|
 RR0889| PID    Reference Object                     Distance      Geod. Az  |
 RR0889|                                                           dddmmss.s |
 RR0889| RR0887 FLAX                                APPROX. 5.9 KM 0413052.6 |
 RR0889| RR0888 BISMARK AIR BEACON                  APPROX. 6.1 KM 1303332.6 |
 RR0889|---------------------------------------------------------------------|
 RR0889
 RR0889                          SUPERSEDED SURVEY CONTROL
 RR0889
 RR0889  NAD 83(1986)-  46 48 45.06882(N)    101 04 26.45641(W) AD(       ) 3
 RR0889  NAD 27      -  46 48 45.08608(N)    101 04 24.96416(W) AD(       ) 3
 RR0889
 RR0889.Superseded values are not recommended for survey control.
 RR0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0889.See file dsdata.txt to determine how the superseded data were derived.
 RR0889
 RR0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS4177386419(NAD 83)
 RR0889_MARKER: DD = SURVEY DISK
 RR0889_SETTING: 80 = SET IN A BOULDER
 RR0889_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RR0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0889+STABILITY: SURFACE MOTION
 RR0889
 RR0889  HISTORY     - Date     Condition        Report By
 RR0889  HISTORY     - 1941     MONUMENTED       USGS
 RR0889
 RR0889                          STATION DESCRIPTION
 RR0889
 RR0889'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0889'LOCATED IN SE. 1/4 OF SEC. 31, T. 139 N., R. 82 W.
 RR0889'
 RR0889'TO REACH FROM LYONS SIDING ON NORTHERN PACIFIC R.R., FOLLOW DIRECT RD.
 RR0889'0.7 MI SW. TO R.R. CROSSING.  TURN RIGHT AT RD. FORK, JUST W. OF
 RR0889'CROSSING, AND FOLLOW RD. IN NW. DIRECTION FOR 0.8 MI. TO GATE.  PASS
 RR0889'THROUGH GATE AND CONTINUE W. ON RD. FOR 0.2 MI.  LEAVE CAR AND FOLLOW
 RR0889'UP RIDGE ABOUT 0.2 MI TO HIGHEST POINT.  STATION IS ON MORE EASTERLY
 RR0889'POINT OF RIDGE, WHICH CIRCLES TO THE SW.
 RR0889'
 RR0889'STANDARD TABLET SET IN TOP OF 2 BY 2 FT. BOULDER, FLUSH WITH GROUND
 RR0889'AND STAMPED---CARLSON 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1194 ***********************************************************************
 TF1194  DESIGNATION -  CARPIO
 TF1194  PID         -  TF1194
 TF1194  STATE/COUNTY-  ND/RENVILLE
 TF1194  USGS QUAD   -  CARPIO (1979)
 TF1194
 TF1194                         *CURRENT SURVEY CONTROL
 TF1194  ___________________________________________________________________
 TF1194* NAD 83(1996)-  48 28 26.55612(N)    101 42 44.06195(W)     ADJUSTED  
 TF1194* NAVD 88     -       569.234  (meters)    1867.56   (feet)  ADJUSTED  
 TF1194  ___________________________________________________________________
 TF1194  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 TF1194  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1194  DYNAMIC HT  -         569.344 (meters)    1867.92  (feet)  COMP
 TF1194  MODELED GRAV-     980,786.3   (mgal)                       NAVD 88
 TF1194
 TF1194  HORZ ORDER  -  SECOND
 TF1194  VERT ORDER  -  SECOND    CLASS 0
 TF1194
 TF1194.The horizontal coordinates were established by classical geodetic methods
 TF1194.and adjusted by the National Geodetic Survey in January 1998..
 TF1194
 TF1194.The orthometric height was determined by differential leveling
 TF1194.and adjusted by the National Geodetic Survey in June 1991..
 TF1194
 TF1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1194
 TF1194.The geoid height was determined by GEOID03.
 TF1194
 TF1194.The dynamic height is computed by dividing the NAVD 88
 TF1194.geopotential number by the normal gravity value computed on the
 TF1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1194.degrees latitude (g = 980.6199 gals.).
 TF1194
 TF1194.The modeled gravity was interpolated from observed gravity values.
 TF1194
 TF1194;                    North         East     Units Scale Factor Converg.
 TF1194;SPC ND N     -   164,594.310   510,375.452   MT  0.99995892   -0 54 07.4
 TF1194;SPC ND N     -   540,007.58  1,674,460.14   iFT  0.99995892   -0 54 07.4
 TF1194;UTM  14      - 5,372,543.560   299,548.570   MT  1.00009370   -2 01 52.3
 TF1194
 TF1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1194!SPC ND N     -   0.99991390  x   0.99995892  =   0.99987282
 TF1194!UTM  14      -   0.99991390  x   1.00009370  =   1.00000759
 TF1194
 TF1194|---------------------------------------------------------------------|
 TF1194| PID    Reference Object                     Distance      Geod. Az  |
 TF1194|                                                           dddmmss.s |
 TF1194| TF1195 CARPIO RM 1                          22.627 METERS 03021     |
 TF1194| TF1193 CARPIO RM 2                          22.944 METERS 12600     |
 TF1194| TF1191 CARPIO AZ MK                        APPROX. 0.7 KM 1842649.9 |
 TF1194| TF1990 CARPIO AZ MK 2                      APPROX. 0.6 KM 1860840.1 |
 TF1194| TF1991 CARPIO RM 3                          19.236 METERS 35433     |
 TF1194|---------------------------------------------------------------------|
 TF1194
 TF1194                          SUPERSEDED SURVEY CONTROL
 TF1194
 TF1194  NAD 83(1986)-  48 28 26.55502(N)    101 42 44.05778(W) AD(       ) 2
 TF1194  NAD 27      -  48 28 26.48960(N)    101 42 42.47880(W) AD(       ) 2
 TF1194  NGVD 29 (??/??/92)  568.852  (m)         1866.31   (f) ADJ UNCH    2 0
 TF1194
 TF1194.Superseded values are not recommended for survey control.
 TF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1194.See file dsdata.txt to determine how the superseded data were derived.
 TF1194
 TF1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9954972544(NAD 83)
 TF1194_MARKER: DS = TRIANGULATION STATION DISK
 TF1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1194_STAMPING: CARPIO 1963
 TF1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1194+STABILITY: SURFACE MOTION
 TF1194
 TF1194  HISTORY     - Date     Condition        Report By
 TF1194  HISTORY     - 1963     MONUMENTED       CGS
 TF1194  HISTORY     - 1963     GOOD             CGS
 TF1194  HISTORY     - 1978     GOOD             NGS
 TF1194
 TF1194                          STATION DESCRIPTION
 TF1194
 TF1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF1194'STATION IS LOCATED ABOUT 2 MILES NORTH OF CARPIO, IN THE SOUTHWEST
 TF1194'1/4 OF SECTION 10, T-158-N, R-85-W.  IT IS ON THE PROPERTY OF
 TF1194'MR. MILTON VANERSTROM.
 TF1194'
 TF1194'TO REACH FROM THE POST OFFICE IN CARPIO, GO WEST ON GRAVELED
 TF1194'STREET FOR 0.15 MILE TO THE JUNCTION OF COUNTY ROUTE 28.  TURN
 TF1194'RIGHT AND GO NORTH ON COUNTY ROUTE 28 FOR 1.55 MILES TO THE
 TF1194'AZIMUTH MARK ON LEFT.  CONTINUE NORTH FOR 0.4 MILE TO CROSSROADS
 TF1194'AND STATION ON RIGHT.
 TF1194'
 TF1194'THE STATION IS A STANDARD DISK, STAMPED CARPIO 1963, SET IN THE
 TF1194'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT.  IT IS FLUSH WITH THE
 TF1194'SURFACE OF THE GROUND, 81 FEET EAST OF THE CENTER OF COUNTY ROUTE
 TF1194'28, 24.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF OLD BUILDING,
 TF1194'17.8 FEET EAST OF WITNESS POST AND 9.1 FEET NORTHEAST OF POWER
 TF1194'POLE.
 TF1194'
 TF1194'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED CARPIO NO 1 1963,
 TF1194'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT.  IT IS
 TF1194'FLUSH WITH THE SURFACE OF THE GROUND, 80.5 FEET NORTHEAST OF
 TF1194'WITNESS POST AND 30.5 FEET NORTH OF OLD BUILDING.
 TF1194'
 TF1194'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED CARPIO NO 2 1963,
 TF1194'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT.  IT IS
 TF1194'FLUSH WITH THE SURFACE OF THE GROUND, 92.2 FEET SOUTHEAST OF
 TF1194'WITNESS POST AND 37.5 FEET NORTH OF THE CENTER OF A GRAVELED
 TF1194'ROAD.
 TF1194'
 TF1194'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARPIO 1963, SET IN
 TF1194'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 6 INCHES
 TF1194'AND IS 50.5 FEET WEST OF THE CENTER OF COUNTY ROUTE 28, 2.6 FEET
 TF1194'NORTHEAST OF A POWER POLE AND 1.5 FEET EAST-SOUTHEAST OF WITNESS
 TF1194'POST.
 TF1194
 TF1194                          STATION RECOVERY (1963)
 TF1194
 TF1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF1194'2.25 MI N FROM CARPIO.
 TF1194'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1194'CARPIO, THENCE 2.05 MILES NORTH ALONG STATE HIGHWAY 28, 114 FEET
 TF1194'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 84 FEET EAST OF THE
 TF1194'CENTER LINE OF THE HIGHWAY, 84 FEET NORTH OF THE CENTER LINE OF A
 TF1194'GRAVEL ROAD, 75.2 FEET NORTHWEST OF CARPIO R.M. 2, 74.2 FEET SOUTHWEST
 TF1194'OF CARPIO R.M. 1, 19 FEET NORTHEAST OF A TELEPHONE POLE, 17 1/2 FEET
 TF1194'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 TF1194'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF1194
 TF1194                          STATION RECOVERY (1978)
 TF1194
 TF1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TF1194'STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED IN
 TF1194'GOOD CONDITION, REFERENCE MARK 1 HAS BEEN DESTROYED BY FARMING
 TF1194'OPERATIONS, AZIMUTH MARK WAS IN WAY OF ROAD CONSTRUCTION AND WAS
 TF1194'DESTROYED AFTER A NEW AZIMUTH MARK WAS ESTABLISHED ALSO REFERENCE
 TF1194'MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE
 TF1194'MARK 2 CHECKED WITH THE 1963 DATA.
 TF1194'
 TF1194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 TF1194'HIGHWAY 28 IN CARPIO, GO NORTH ON STATE HIGHWAY 28 FOR 1.6 MILES
 TF1194'TO AZIMUTH MARK ON LEFT, CONTINUE NORTH ON STATE HIGHWAY 28 FOR 0.4
 TF1194'MILE SIDE ROAD RIGHT AND STATION ON RIGHT.
 TF1194'
 TF1194'STATION IS LOCATED ABOUT 2 MILES NORTH OF CARPIO, IN SW 1/4 OF
 TF1194'SECTION 10, T. 158 N R, 85W AND AT THE EAST EDGE OF STATE
 TF1194'HIGHWAY 28 RIGHT-OF-WAY.
 TF1194'
 TF1194'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE CONCRETE
 TF1194'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CARPIO 1963.  IT IS
 TF1194'81 FEET EAST OF CENTER OF STATE HIGHWAY 28, 84 FEET NORTH OF
 TF1194'CENTER OF GRAVEL ROAD, 86 FEET SOUTH OF A FIELD ENTRANCE AND 2.9
 TF1194'FEET NORTH OF A WITNESS POST.
 TF1194'
 TF1194'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 TF1194'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CARPIO NO 2
 TF1194'1963.  IT IS 141 FEET EAST OF CENTER OF STATE HIGHWAY 28, 38 FEET
 TF1194'NORTH OF THE CENTER OF GRAVEL ROAD AND 18 FEET EAST OF CENTER
 TF1194'OF FIELD ENTRANCE.
 TF1194'
 TF1194'REFERENCE MARK 3 A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 TF1194'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CARPIO NO 3
 TF1194'1963 1978.  IT IS 147 FEET NORTH OF CENTER OF GRAVEL ROAD, 76 FEET
 TF1194'EAST OF CENTER OF STATE HIGHWAY 28, 23 FEET SOUTH OF CENTER OF A
 TF1194'FIELD ENTRANCE AND 1.2 FEET EAST OF WITNESS POST.
 TF1194'
 TF1194'AZIMUTH MARK A STANDARD DISK SET IN TOP OF A 12 INCH ROUND CONCRETE
 TF1194'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CARPIO 1963 1978.  IT
 TF1194'IS 141 FEET WEST OF CENTER OF STATE HIGHWAY 28, 27 FEET EAST
 TF1194'OF EDGE OF TREES AND 1.6 FEET NORTH OF WITNESS POST.
 TF1194'
 TF1194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 TF1194'OF CARPIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1191 ***********************************************************************
 TF1191  DESIGNATION -  CARPIO AZ MK
 TF1191  PID         -  TF1191
 TF1191  STATE/COUNTY-  ND/RENVILLE
 TF1191  USGS QUAD   -  CARPIO (1979)
 TF1191
 TF1191                         *CURRENT SURVEY CONTROL
 TF1191  ___________________________________________________________________
 TF1191* NAD 83(1996)-  48 28 05.40869(N)    101 42 46.53522(W)     ADJUSTED  
 TF1191* NAVD 88     -       568.957  (meters)    1866.65   (feet)  ADJUSTED  
 TF1191  ___________________________________________________________________
 TF1191  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 TF1191  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 TF1191  DYNAMIC HT  -         569.068 (meters)    1867.02  (feet)  COMP
 TF1191  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TF1191
 TF1191  HORZ ORDER  -  THIRD
 TF1191  VERT ORDER  -  SECOND    CLASS 0
 TF1191
 TF1191.The horizontal coordinates were established by classical geodetic methods
 TF1191.and adjusted by the National Geodetic Survey in January 1998..
 TF1191
 TF1191.The orthometric height was determined by differential leveling
 TF1191.and adjusted by the National Geodetic Survey in June 1991..
 TF1191
 TF1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1191
 TF1191.The geoid height was determined by GEOID03.
 TF1191
 TF1191.The dynamic height is computed by dividing the NAVD 88
 TF1191.geopotential number by the normal gravity value computed on the
 TF1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1191.degrees latitude (g = 980.6199 gals.).
 TF1191
 TF1191.The modeled gravity was interpolated from observed gravity values.
 TF1191
 TF1191;                    North         East     Units Scale Factor Converg.
 TF1191;SPC ND N     -   163,942.000   510,314.374   MT  0.99995822   -0 54 09.3
 TF1191;SPC ND N     -   537,867.45  1,674,259.76   iFT  0.99995822   -0 54 09.3
 TF1191;UTM  14      - 5,371,892.492   299,474.640   MT  1.00009406   -2 01 53.5
 TF1191
 TF1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1191!SPC ND N     -   0.99991394  x   0.99995822  =   0.99987216
 TF1191!UTM  14      -   0.99991394  x   1.00009406  =   1.00000799
 TF1191
 TF1191                          SUPERSEDED SURVEY CONTROL
 TF1191
 TF1191  NAD 83(1986)-  48 28 05.40759(N)    101 42 46.53110(W) AD(       ) 3
 TF1191  NAD 27      -  48 28 05.34214(N)    101 42 44.95072(W) AD(       ) 3
 TF1191  NGVD 29 (??/??/92)  568.573  (m)         1865.39   (f) ADJ UNCH    2 0
 TF1191
 TF1191.Superseded values are not recommended for survey control.
 TF1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1191.See file dsdata.txt to determine how the superseded data were derived.
 TF1191
 TF1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9947571892(NAD 83)
 TF1191_MARKER: DZ = AZIMUTH MARK DISK
 TF1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1191_STAMPING: CARPIO 1963
 TF1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1191+STABILITY: SURFACE MOTION
 TF1191
 TF1191  HISTORY     - Date     Condition        Report By
 TF1191  HISTORY     - 1963     MONUMENTED       CGS
 TF1191
 TF1191                          STATION DESCRIPTION
 TF1191
 TF1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1191'1.85 MI N FROM CARPIO.
 TF1191'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILWAY FROM THE STATION AT
 TF1191'CARPIO, THENCE 1.65 MILES NORTH ALONG STATE HIGHWAY 28, 83 FEET WEST
 TF1191'OF THE CENTER LINE OF THE HIGHWAY, 115 FEET EAST OF A SMALL HEDGEROW,
 TF1191'2.2 FEET NORTHEAST OF A TELEPHONE POLE, 1.0 FEET EAST OF A METAL
 TF1191'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 TF1191'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1990 ***********************************************************************
 TF1990  DESIGNATION -  CARPIO AZ MK 2
 TF1990  PID         -  TF1990
 TF1990  STATE/COUNTY-  ND/RENVILLE
 TF1990  USGS QUAD   -  CARPIO (1979)
 TF1990
 TF1990                         *CURRENT SURVEY CONTROL
 TF1990  ___________________________________________________________________
 TF1990* NAD 83(1996)-  48 28 05.80611(N)    101 42 47.42110(W)     ADJUSTED  
 TF1990* NAVD 88     -       569.73   (+/-2cm)    1869.2    (feet)  VERTCON   
 TF1990  ___________________________________________________________________
 TF1990  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 TF1990  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 TF1990
 TF1990  HORZ ORDER  -  THIRD
 TF1990  VERT ORDER  -  THIRD (See Below)
 TF1990
 TF1990.The horizontal coordinates were established by classical geodetic methods
 TF1990.and adjusted by the National Geodetic Survey in January 1998..
 TF1990.No horizontal observational check was made to the station.
 TF1990
 TF1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1990.The vertical order pertains to the NGVD 29 superseded value.
 TF1990
 TF1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1990
 TF1990.The geoid height was determined by GEOID03.
 TF1990
 TF1990;                    North         East     Units Scale Factor Converg.
 TF1990;SPC ND N     -   163,954.561   510,296.373   MT  0.99995824   -0 54 09.9
 TF1990;SPC ND N     -   537,908.66  1,674,200.70   iFT  0.99995824   -0 54 09.9
 TF1990;UTM  14      - 5,371,905.406   299,456.888   MT  1.00009415   -2 01 54.2
 TF1990
 TF1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1990!SPC ND N     -   0.99991382  x   0.99995824  =   0.99987206
 TF1990!UTM  14      -   0.99991382  x   1.00009415  =   1.00000796
 TF1990
 TF1990:                Primary Azimuth Mark                     Grid Az
 TF1990:SPC ND N     -  CARPIO                                   007 02 47.5
 TF1990:UTM  14      -  CARPIO                                   008 10 31.8
 TF1990
 TF1990|---------------------------------------------------------------------|
 TF1990| PID    Reference Object                     Distance      Geod. Az  |
 TF1990|                                                           dddmmss.s |
 TF1990| TF1194 CARPIO                              APPROX. 0.6 KM 0060837.6 |
 TF1990| TF1191 CARPIO AZ MK                         21.950 METERS 12400     |
 TF1990|---------------------------------------------------------------------|
 TF1990
 TF1990                          SUPERSEDED SURVEY CONTROL
 TF1990
 TF1990  NAD 83(1986)-  48 28 05.80500(N)    101 42 47.41694(W) AD(       ) 3
 TF1990  NAD 27      -  48 28 05.73958(N)    101 42 45.83669(W) AD(       ) 3
 TF1990  NGVD 29 (11/04/04)  569.35   (m)         1867.9    (f) RESET       3  
 TF1990
 TF1990.Superseded values are not recommended for survey control.
 TF1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1990.See file dsdata.txt to determine how the superseded data were derived.
 TF1990
 TF1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9945771905(NAD 83)
 TF1990_MARKER: DZ = AZIMUTH MARK DISK
 TF1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1990_STAMPING: CARPIO 1963 1978
 TF1990_PROJECTION: FLUSH
 TF1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1990+STABILITY: SURFACE MOTION
 TF1990
 TF1990  HISTORY     - Date     Condition        Report By
 TF1990  HISTORY     - 1978     MONUMENTED       NGS
 TF1990
 TF1990                          STATION DESCRIPTION
 TF1990
 TF1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1990'1.85 MI NORTH FROM CARPIO.
 TF1990'0.2 MILE NORTHWEST ALONG SOO LINE RAILROAD, THENCE 1.6 MILES NORTH
 TF1990'ALONG STATE HIGHWAY 28 TO MARK ON LEFT, 141 FEET WEST OF CENTER OF
 TF1990'STATE HIGHWAY 28, AND 27 FEET EAST OF EDGE OF TREES.
 TF1990'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
 TF1990'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1195 ***********************************************************************
 TF1195  DESIGNATION -  CARPIO RM 1
 TF1195  PID         -  TF1195
 TF1195  STATE/COUNTY-  ND/RENVILLE
 TF1195  USGS QUAD   -  CARPIO (1979)
 TF1195
 TF1195                         *CURRENT SURVEY CONTROL
 TF1195  ___________________________________________________________________
 TF1195* NAD 83(1986)-  48 28 26.     (N)    101 42 44.     (W)     SCALED    
 TF1195* NAVD 88     -       569.324  (meters)    1867.86   (feet)  ADJUSTED  
 TF1195  ___________________________________________________________________
 TF1195  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1195  DYNAMIC HT  -         569.435 (meters)    1868.22  (feet)  COMP
 TF1195  MODELED GRAV-     980,786.3   (mgal)                       NAVD 88
 TF1195
 TF1195  VERT ORDER  -  SECOND    CLASS 0
 TF1195
 TF1195.The horizontal coordinates were scaled from a topographic map and have
 TF1195.an estimated accuracy of +/- 6 seconds.
 TF1195
 TF1195.The orthometric height was determined by differential leveling
 TF1195.and adjusted by the National Geodetic Survey in June 1991..
 TF1195
 TF1195.The geoid height was determined by GEOID03.
 TF1195
 TF1195.The dynamic height is computed by dividing the NAVD 88
 TF1195.geopotential number by the normal gravity value computed on the
 TF1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1195.degrees latitude (g = 980.6199 gals.).
 TF1195
 TF1195.The modeled gravity was interpolated from observed gravity values.
 TF1195
 TF1195;                    North         East    Units  Estimated Accuracy
 TF1195;SPC ND N     -   164,580.      510,380.      MT  (+/- 180 meters Scaled)
 TF1195
 TF1195                          SUPERSEDED SURVEY CONTROL
 TF1195
 TF1195  NGVD 29 (??/??/92)  568.943  (m)         1866.61   (f) ADJ UNCH    2 0
 TF1195
 TF1195.Superseded values are not recommended for survey control.
 TF1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1195.See file dsdata.txt to determine how the superseded data were derived.
 TF1195
 TF1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU995725(NAD 83)
 TF1195_MARKER: DR = REFERENCE MARK DISK
 TF1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1195_STAMPING: CARPIO NO 1 1963
 TF1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1195+STABILITY: SURFACE MOTION
 TF1195
 TF1195  HISTORY     - Date     Condition        Report By
 TF1195  HISTORY     - 1963     MONUMENTED       CGS
 TF1195
 TF1195                          STATION DESCRIPTION
 TF1195
 TF1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1195'2.25 MI N FROM CARPIO.
 TF1195'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1195'CARPIO, THENCE 2.05 MILES NORTH ALONG STATE HIGHWAY 28, 124 FEET WEST
 TF1195'OF THE CENTER LINE OF THE HIGHWAY, 74.0 FEET NORTHEAST OF CARPIO 1963,
 TF1195'65 FEET SOUTHWEST OF A TELEPHONE POLE AND SET IN THE TOP OF A CONCRETE
 TF1195'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1193 ***********************************************************************
 TF1193  DESIGNATION -  CARPIO RM 2
 TF1193  PID         -  TF1193
 TF1193  STATE/COUNTY-  ND/RENVILLE
 TF1193  USGS QUAD   -  CARPIO (1979)
 TF1193
 TF1193                         *CURRENT SURVEY CONTROL
 TF1193  ___________________________________________________________________
 TF1193* NAD 83(1986)-  48 28 26.     (N)    101 42 44.     (W)     SCALED    
 TF1193* NAVD 88     -       569.140  (meters)    1867.25   (feet)  ADJUSTED  
 TF1193  ___________________________________________________________________
 TF1193  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1193  DYNAMIC HT  -         569.251 (meters)    1867.62  (feet)  COMP
 TF1193  MODELED GRAV-     980,786.3   (mgal)                       NAVD 88
 TF1193
 TF1193  VERT ORDER  -  SECOND    CLASS 0
 TF1193
 TF1193.The horizontal coordinates were scaled from a topographic map and have
 TF1193.an estimated accuracy of +/- 6 seconds.
 TF1193
 TF1193.The orthometric height was determined by differential leveling
 TF1193.and adjusted by the National Geodetic Survey in June 1991..
 TF1193
 TF1193.The geoid height was determined by GEOID03.
 TF1193
 TF1193.The dynamic height is computed by dividing the NAVD 88
 TF1193.geopotential number by the normal gravity value computed on the
 TF1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1193.degrees latitude (g = 980.6199 gals.).
 TF1193
 TF1193.The modeled gravity was interpolated from observed gravity values.
 TF1193
 TF1193;                    North         East    Units  Estimated Accuracy
 TF1193;SPC ND N     -   164,580.      510,380.      MT  (+/- 180 meters Scaled)
 TF1193
 TF1193                          SUPERSEDED SURVEY CONTROL
 TF1193
 TF1193  NGVD 29 (??/??/92)  568.759  (m)         1866.00   (f) ADJ UNCH    2 0
 TF1193
 TF1193.Superseded values are not recommended for survey control.
 TF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1193.See file dsdata.txt to determine how the superseded data were derived.
 TF1193
 TF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU995725(NAD 83)
 TF1193_MARKER: DR = REFERENCE MARK DISK
 TF1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1193_STAMPING: CARPIO NO 2 1963
 TF1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1193+STABILITY: SURFACE MOTION
 TF1193
 TF1193  HISTORY     - Date     Condition        Report By
 TF1193  HISTORY     - 1963     MONUMENTED       CGS
 TF1193
 TF1193                          STATION DESCRIPTION
 TF1193
 TF1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1193'2.25 MI N FROM CARPIO.
 TF1193'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1193'CARPIO, THENCE 2.05 MILES NORTH ALONG STATE HIGHWAY 28, 147 FEET WEST
 TF1193'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET NORTH OF THE CENTER LINE OF
 TF1193'A GRAVELED ROAD, 83 FEET WEST SOUTHWEST OF A TELEPHONE POLE, 75.2 FEET
 TF1193'SOUTHEAST OF CARPIO 1963, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TF1193'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1991 ***********************************************************************
 TF1991  DESIGNATION -  CARPIO RM 3
 TF1991  PID         -  TF1991
 TF1991  STATE/COUNTY-  ND/RENVILLE
 TF1991  USGS QUAD   -  CARPIO (1979)
 TF1991
 TF1991                         *CURRENT SURVEY CONTROL
 TF1991  ___________________________________________________________________
 TF1991* NAD 83(1986)-  48 28 26.     (N)    101 42 44.     (W)     SCALED    
 TF1991* NAVD 88     -       569.23   (+/-2cm)    1867.5    (feet)  VERTCON   
 TF1991  ___________________________________________________________________
 TF1991  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1991
 TF1991  VERT ORDER  -  THIRD (See Below)
 TF1991
 TF1991.The horizontal coordinates were scaled from a topographic map and have
 TF1991.an estimated accuracy of +/- 6 seconds.
 TF1991
 TF1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1991.The vertical order pertains to the NGVD 29 superseded value.
 TF1991
 TF1991.The geoid height was determined by GEOID03.
 TF1991
 TF1991;                    North         East    Units  Estimated Accuracy
 TF1991;SPC ND N     -   164,580.      510,380.      MT  (+/- 180 meters Scaled)
 TF1991
 TF1991                          SUPERSEDED SURVEY CONTROL
 TF1991
 TF1991  NGVD 29 (11/04/04)  568.84   (m)         1866.3    (f) RESET       3  
 TF1991
 TF1991.Superseded values are not recommended for survey control.
 TF1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1991.See file dsdata.txt to determine how the superseded data were derived.
 TF1991
 TF1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU995725(NAD 83)
 TF1991_MARKER: DR = REFERENCE MARK DISK
 TF1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1991_STAMPING: CARPIO 1963 NO 3 1978
 TF1991_PROJECTION: FLUSH
 TF1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1991+STABILITY: SURFACE MOTION
 TF1991
 TF1991  HISTORY     - Date     Condition        Report By
 TF1991  HISTORY     - 1978     MONUMENTED       NGS
 TF1991
 TF1991                          STATION DESCRIPTION
 TF1991
 TF1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1991'2.25 MI NORTH FROM CARPIO.
 TF1991'0.2 MILES NORTHWEST ALONG SOO LINE RAILROAD, THENCE 2.05 MILES
 TF1991'NORTH ALONG STATE HIGHWAY 28, 147 FEET NORTH OF CENTER OF GRAVEL
 TF1991'ROAD, 76 FEET EAST OF CENTER OF STATE HIGHWAY 28, AND 23 FEET SOUTH
 TF1991'OF CENTER OF FIELD ENTRANCE.
 TF1991'THE MARK IS 1.2 FT  E FROM A WITNESS POST.
 TF1991'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1184 ***********************************************************************
 SM1184  DESIGNATION -  CARRINGTON FARMERS INDEP ELEV
 SM1184  PID         -  SM1184
 SM1184  STATE/COUNTY-  ND/FOSTER
 SM1184  USGS QUAD   -  CARRINGTON EAST (1986)
 SM1184
 SM1184                         *CURRENT SURVEY CONTROL
 SM1184  ___________________________________________________________________
 SM1184* NAD 83(1996)-  47 27 20.32297(N)    099 07 14.52104(W)     ADJUSTED  
 SM1184* NAVD 88     -                                                        
 SM1184  ___________________________________________________________________
 SM1184  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 SM1184  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SM1184
 SM1184  HORZ ORDER  -  THIRD
 SM1184
 SM1184.The horizontal coordinates were established by classical geodetic methods
 SM1184.and adjusted by the National Geodetic Survey in January 1998..
 SM1184
 SM1184
 SM1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1184
 SM1184.The geoid height was determined by GEOID03.
 SM1184
 SM1184;                    North         East     Units Scale Factor Converg.
 SM1184;SPC ND N     -    51,590.556   704,002.844   MT  0.99999569   +1 01 35.0
 SM1184;SPC ND N     -   169,260.35  2,309,720.62   iFT  0.99999569   +1 01 35.0
 SM1184;UTM  14      - 5,255,807.400   490,901.994   MT  0.99960102   -0 05 20.1
 SM1184
 SM1184                          SUPERSEDED SURVEY CONTROL
 SM1184
 SM1184  NAD 83(1986)-  47 27 20.32520(N)    099 07 14.51822(W) AD(       ) 4
 SM1184  NAD 27      -  47 27 20.32900(N)    099 07 13.11500(W) AD(       ) 3
 SM1184
 SM1184.Superseded values are not recommended for survey control.
 SM1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1184.See file dsdata.txt to determine how the superseded data were derived.
 SM1184
 SM1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT9090255807(NAD 83)
 SM1184_MARKER: 84 = LIGHTNING ROD
 SM1184
 SM1184  HISTORY     - Date     Condition        Report By
 SM1184  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1184
 SM1184                          STATION DESCRIPTION
 SM1184
 SM1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1184'STATION IS LOCATED IN THE NE PART OF THE CITY OF CARRINGTON
 SM1184'ABOUT 60 FEET N OF THE SOO LINE RAILROAD TRACKS, OPPOSITE THE
 SM1184'SOO DEPOT.
 SM1184'
 SM1184'THE ELEVATOR IS CONSTRUCTED OF WOOD, PAINTED RED, AND IS
 SM1184'APPROXIMATELY 70 FEET HIGH.  THE POINT LOCATED WAS THE CENTRAL
 SM1184'LIGHTNING ROD AT THE TOP OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1187 ***********************************************************************
 SM1187  DESIGNATION -  CARRINGTON FOSTER CTHSE DOME
 SM1187  PID         -  SM1187
 SM1187  STATE/COUNTY-  ND/FOSTER
 SM1187  USGS QUAD   -  CARRINGTON WEST (1986)
 SM1187
 SM1187                         *CURRENT SURVEY CONTROL
 SM1187  ___________________________________________________________________
 SM1187* NAD 83(1996)-  47 27 18.25493(N)    099 07 34.70725(W)     ADJUSTED  
 SM1187* NAVD 88     -                                                        
 SM1187  ___________________________________________________________________
 SM1187  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 SM1187  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SM1187
 SM1187  HORZ ORDER  -  THIRD
 SM1187
 SM1187.The horizontal coordinates were established by classical geodetic methods
 SM1187.and adjusted by the National Geodetic Survey in January 1998..
 SM1187
 SM1187
 SM1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1187
 SM1187.The geoid height was determined by GEOID03.
 SM1187
 SM1187;                    North         East     Units Scale Factor Converg.
 SM1187;SPC ND N     -    51,519.140   703,581.224   MT  0.99999580   +1 01 20.0
 SM1187;SPC ND N     -   169,026.05  2,308,337.35   iFT  0.99999580   +1 01 20.0
 SM1187;UTM  14      - 5,255,744.229   490,479.232   MT  0.99960111   -0 05 35.0
 SM1187
 SM1187                          SUPERSEDED SURVEY CONTROL
 SM1187
 SM1187  NAD 83(1986)-  47 27 18.25719(N)    099 07 34.70500(W) AD(       ) 4
 SM1187  NAD 27      -  47 27 18.26100(N)    099 07 33.30100(W) AD(       ) 3
 SM1187
 SM1187.Superseded values are not recommended for survey control.
 SM1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1187.See file dsdata.txt to determine how the superseded data were derived.
 SM1187
 SM1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT9047955744(NAD 83)
 SM1187_MARKER: 87 = DOME
 SM1187
 SM1187  HISTORY     - Date     Condition        Report By
 SM1187  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1187
 SM1187                          STATION DESCRIPTION
 SM1187
 SM1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1187'STATION IS LOCATED IN THE NW PART OF THE CITY OF CARRINGTON
 SM1187'ABOUT 70 YARDS N OF THE T-INTERSECTION OF CENTRAL AVENUE AND
 SM1187'5TH STREET N.
 SM1187'
 SM1187'THE DOME IS IN THE N CENTRAL PART OF THE COURTHOUSE AND IS
 SM1187'SILVER COLORED.  THE POINT LOCATED WAS THE CENTER OF THE SILVER
 SM1187'COLORED BALL AT THE APEX OF THE DOME.  THE BALL IS APPROXIMATELY
 SM1187'85 FEET ABOVE THE GROUND AND ABOUT 2 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1188 ***********************************************************************
 SM1188  DESIGNATION -  CARRINGTON MAGNETIC STA
 SM1188  PID         -  SM1188
 SM1188  STATE/COUNTY-  ND/FOSTER
 SM1188  USGS QUAD   -  CARRINGTON WEST (1986)
 SM1188
 SM1188                         *CURRENT SURVEY CONTROL
 SM1188  ___________________________________________________________________
 SM1188* NAD 83(1996)-  47 27 19.45011(N)    099 07 32.89500(W)     ADJUSTED  
 SM1188* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 SM1188  ___________________________________________________________________
 SM1188  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 SM1188  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 SM1188
 SM1188  HORZ ORDER  -  FIRST
 SM1188
 SM1188.The horizontal coordinates were established by classical geodetic methods
 SM1188.and adjusted by the National Geodetic Survey in January 1998..
 SM1188
 SM1188.The orthometric height was scaled from a topographic map.
 SM1188
 SM1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1188
 SM1188.The geoid height was determined by GEOID03.
 SM1188
 SM1188;                    North         East     Units Scale Factor Converg.
 SM1188;SPC ND N     -    51,556.723   703,618.520   MT  0.99999573   +1 01 21.3
 SM1188;SPC ND N     -   169,149.35  2,308,459.71   iFT  0.99999573   +1 01 21.3
 SM1188;UTM  14      - 5,255,781.064   490,517.237   MT  0.99960111   -0 05 33.7
 SM1188
 SM1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1188!SPC ND N     -   0.99992791  x   0.99999573  =   0.99992364
 SM1188!UTM  14      -   0.99992791  x   0.99960111  =   0.99952905
 SM1188
 SM1188|---------------------------------------------------------------------|
 SM1188| PID    Reference Object                     Distance      Geod. Az  |
 SM1188|                                                           dddmmss.s |
 SM1188| CO5346 CARRINGTON MAG STA RM 1              15.115 METERS 04442     |
 SM1188| CO5345 CARRINGTON MAG STA AZ MK                           0471527.9 |
 SM1188| SM1184 CARRINGTON FARMERS INDEP ELEV       385.812 METERS 08559     |
 SM1188| SM1185 INDEPENDENT ELEV CO ELEVATOR        APPROX. 6.3 KM 1195744.1 |
 SM1188| CO5347 CARRINGTON MAG STA RM 2              20.418 METERS 15028     |
 SM1188| SM1186 CARRINGTON O MC MELLON CO ELEV      APPROX. 0.7 KM 1933308.3 |
 SM1188| SM1187 CARRINGTON FOSTER CTHSE DOME         52.947 METERS 22548     |
 SM1188| SM1189 WYARD                               APPROX. 2.6 KM 2663138.9 |
 SM1188| SM1175 GUPTILL VICTORIA ELEV CO ELEV       APPROX. 6.7 KM 3520051.4 |
 SM1188|---------------------------------------------------------------------|
 SM1188
 SM1188                          SUPERSEDED SURVEY CONTROL
 SM1188
 SM1188  NAD 83(1986)-  47 27 19.45227(N)    099 07 32.89269(W) AD(       ) 1
 SM1188  NAD 27      -  47 27 19.45600(N)    099 07 31.49100(W) AD(       ) 1
 SM1188
 SM1188.Superseded values are not recommended for survey control.
 SM1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1188.See file dsdata.txt to determine how the superseded data were derived.
 SM1188
 SM1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT9051755781(NAD 83)
 SM1188_MARKER: DS = TRIANGULATION STATION DISK
 SM1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1188
 SM1188  HISTORY     - Date     Condition        Report By
 SM1188  HISTORY     - 1941     MONUMENTED       CGS
 SM1188  HISTORY     - 1960     GOOD             CGS
 SM1188
 SM1188                          STATION DESCRIPTION
 SM1188
 SM1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1188'STATION IS LOCATED ON THE GROUNDS OF THE FOSTER COUNTY COURTHOUSE,
 SM1188'AT THE N SIDE OF THE TOWN OF CARRINGTON, 75.6 FEET S OF AN E-W
 SM1188'ROAD, 34.6 FEET W OF A WOVEN WIRE FENCE AND 121 FEET NE OF THE
 SM1188'NE CORNER OF THE COURTHOUSE.  IT IS STAMPED CARRINGTON AND IS
 SM1188'SET FLUSH WITH THE GROUND.
 SM1188'
 SM1188'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 SM1188'DISKS SET IN CONCRETE.
 SM1188'
 SM1188'REFERENCE MARK NO. 1 IS NE OF THE STATION, 3 FEET N OF A STEEL
 SM1188'GATE POST AND 40 FEET S OF AN E-W ROAD.  IT IS STAMPED CARRINGTON
 SM1188'MAG. STA NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1188'
 SM1188'REFERENCE MARK NO. 2 IS SE OF THE STATION, 116 FEET E OF THE
 SM1188'NE CORNER OF THE COURTHOUSE, AND 1 FOOT W OF A WOVEN WIRE FENCE.
 SM1188'IT IS STAMPED CARRINGTON MAG STA NO. 2 1941 AND PROJECTS ABOUT
 SM1188'6 INCHES.
 SM1188'
 SM1188'THE AZIMUTH MARK IS NE OF THE STATION, 0.3 MILE N OF THE
 SM1188'JUNCTION OF STATE HIGHWAY 7 AND U.S. HIGHWAY 281, 70 FEET E
 SM1188'OF THE CENTER LINE OF U.S. HIGHWAY 281, 27 FEET N OF A TELEPHONE
 SM1188'POLE, 5 FEET S OF A WHITE REFERENCE POST AND 2 FEET E OF A FENCE.
 SM1188'IT IS STAMPED CARRINGTON MAG STA 1941 AND PROJECTS ABOUT 6
 SM1188'INCHES.
 SM1188'
 SM1188'A 64-FOOT SIGNAL AT WYARD IS VISIBLE AT 40 FEET.
 SM1188'
 SM1188'A 37-FOOT SIGNAL AT NORDMORE IS VISIBLE FROM GROUND.
 SM1188'
 SM1188'A 77-FOOT SIGNAL AT ROSEHILL IS VISIBLE AT 50 FEET.
 SM1188'
 SM1188'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM1188
 SM1188                          STATION RECOVERY (1960)
 SM1188
 SM1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1188'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 SM1188'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 SM1188'AND HAS PROBABLY BEEN DESTROYED.  A NEW AZIMUTH MARK WAS NOT
 SM1188'ESTABLISHED AS NO OBJECTS WERE VISABLE FROM THE GROUND DUE TO
 SM1188'TREES AND BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1186 ***********************************************************************
 SM1186  DESIGNATION -  CARRINGTON O MC MELLON CO ELEV
 SM1186  PID         -  SM1186
 SM1186  STATE/COUNTY-  ND/FOSTER
 SM1186  USGS QUAD   -  CARRINGTON WEST (1986)
 SM1186
 SM1186                         *CURRENT SURVEY CONTROL
 SM1186  ___________________________________________________________________
 SM1186* NAD 83(1996)-  47 26 56.57967(N)    099 07 41.02198(W)     ADJUSTED  
 SM1186* NAVD 88     -                                                        
 SM1186  ___________________________________________________________________
 SM1186  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 SM1186  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM1186
 SM1186  HORZ ORDER  -  THIRD
 SM1186
 SM1186.The horizontal coordinates were established by classical geodetic methods
 SM1186.and adjusted by the National Geodetic Survey in January 1998..
 SM1186
 SM1186
 SM1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1186
 SM1186.The geoid height was determined by GEOID03.
 SM1186
 SM1186;                    North         East     Units Scale Factor Converg.
 SM1186;SPC ND N     -    50,847.488   703,460.901   MT  0.99999695   +1 01 15.3
 SM1186;SPC ND N     -   166,822.47  2,307,942.59   iFT  0.99999695   +1 01 15.3
 SM1186;UTM  14      - 5,255,075.311   490,345.911   MT  0.99960115   -0 05 39.6
 SM1186
 SM1186                          SUPERSEDED SURVEY CONTROL
 SM1186
 SM1186  NAD 83(1986)-  47 26 56.58190(N)    099 07 41.01935(W) AD(       ) 4
 SM1186  NAD 27      -  47 26 56.58800(N)    099 07 39.63300(W) AD(       ) 3
 SM1186
 SM1186.Superseded values are not recommended for survey control.
 SM1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1186.See file dsdata.txt to determine how the superseded data were derived.
 SM1186
 SM1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT9034655075(NAD 83)
 SM1186
 SM1186  HISTORY     - Date     Condition        Report By
 SM1186  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1186
 SM1186                          STATION DESCRIPTION
 SM1186
 SM1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1186'STATION IS LOCATED IN THE WESTERN PART OF THE CITY OF CARRINGTON
 SM1186'ABOUT 60 YARDS S OF THE INTERSECTION OF STATE HIGHWAY 7 AND
 SM1186'THE NORTHERN PACIFIC RAILROAD TRACKS.
 SM1186'
 SM1186'THE BUILDING IS COVERED WITH CORRUGATED-GALVANIZED SHEET IRON
 SM1186'AND IS APPROXIMATELY 70 FEET HIGH.  IT WAS CONSTRUCTED IN 1939.
 SM1186'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1227 ***********************************************************************
 TD1227  DESIGNATION -  CART
 TD1227  PID         -  TD1227
 TD1227  STATE/COUNTY-  ND/PEMBINA
 TD1227  USGS QUAD   -  MOUNTAIN (1964)
 TD1227
 TD1227                         *CURRENT SURVEY CONTROL
 TD1227  ___________________________________________________________________
 TD1227* NAD 83(1996)-  48 41 17.23519(N)    097 47 46.79630(W)     ADJUSTED  
 TD1227* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 TD1227  ___________________________________________________________________
 TD1227  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TD1227  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 TD1227
 TD1227  HORZ ORDER  -  FIRST
 TD1227
 TD1227.The horizontal coordinates were established by classical geodetic methods
 TD1227.and adjusted by the National Geodetic Survey in January 1998..
 TD1227
 TD1227.The orthometric height was scaled from a topographic map.
 TD1227
 TD1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1227
 TD1227.The geoid height was determined by GEOID03.
 TD1227
 TD1227;                    North         East     Units Scale Factor Converg.
 TD1227;SPC ND N     -   191,188.509   799,021.832   MT  0.99999135   +2 00 42.8
 TD1227;SPC ND N     -   627,258.89  2,621,462.70   iFT  0.99999135   +2 00 42.8
 TD1227;UTM  14      - 5,393,485.586   588,586.839   MT  0.99969641   +0 54 15.0
 TD1227
 TD1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1227!SPC ND N     -   0.99995697  x   0.99999135  =   0.99994833
 TD1227!UTM  14      -   0.99995697  x   0.99969641  =   0.99965340
 TD1227
 TD1227|---------------------------------------------------------------------|
 TD1227| PID    Reference Object                     Distance      Geod. Az  |
 TD1227|                                                           dddmmss.s |
 TD1227| CO7430 CART RM 1                            26.742 METERS 19756     |
 TD1227| TD1230 MILTON STATE HWY RAD KAQ 201        APPROX.15.6 KM 2450118.6 |
 TD1227| TD1233 MILTON BORD PATROL RAD KAK 720      APPROX.14.3 KM 2501035.8 |
 TD1227| TD1237 WALHALLA ATT MICROWAVE KBK 97       APPROX.15.4 KM 3020417.7 |
 TD1227| CO7431 CART RM 2                            12.344 METERS 31355     |
 TD1227| CO7429 CART AZ MK                                         3595025.2 |
 TD1227|---------------------------------------------------------------------|
 TD1227
 TD1227                          SUPERSEDED SURVEY CONTROL
 TD1227
 TD1227  NAD 83(1986)-  48 41 17.22854(N)    097 47 46.79515(W) AD(       ) 1
 TD1227  NAD 27      -  48 41 17.24664(N)    097 47 45.45762(W) AD(       ) 1
 TD1227
 TD1227.Superseded values are not recommended for survey control.
 TD1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1227.See file dsdata.txt to determine how the superseded data were derived.
 TD1227
 TD1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8858793486(NAD 83)
 TD1227_MARKER: DS = TRIANGULATION STATION DISK
 TD1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1227
 TD1227  HISTORY     - Date     Condition        Report By
 TD1227  HISTORY     - 1967     MONUMENTED       CGS
 TD1227
 TD1227                          STATION DESCRIPTION
 TD1227
 TD1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1227'THE STATION IS ABOUT 7-3/4 MILES NORTH-NORTHEAST OF GARDAR, 6
 TD1227'MILES WEST OF HENSEL AND 3 MILES EAST OF MOUNTAIN, IN THE
 TD1227'NORTHEAST ANGLE OF A GRAVELED CROSSROAD.
 TD1227'
 TD1227'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN, GO NORTH
 TD1227'ON THE MAIN STREET FOR 0.05 MILE TO THE JUNCTION WITH COUNTY ROAD
 TD1227'3.  TURN RIGHT AND GO EAST ON COUNTY ROAD 3 FOR 0.15 MILE TO
 TD1227'THE JUNCTION WITH STATE HIGHWAY 32.  CROSS HIGHWAY 32 AND CONTINUE
 TD1227'EAST ON COUNTY ROAD 3 FOR 3.0 MILES TO A CROSSROAD AND THE
 TD1227'STATION.  TO REACH THE AZIMUTH MARK, GO NORTH ON GRAVELED ROAD
 TD1227'FOR 0.7 MILE TO A FIELD ENTRANCE AND THE MARK ON THE RIGHT.
 TD1227'
 TD1227'STATION MARK IS A STANDARD DISK, STAMPED CART 1967, SET IN THE TOP
 TD1227'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 TD1227'3 INCHES ABOVE THE GROUND.  IT IS 46.0 FEET NORTH OF THE CENTERLINE
 TD1227'OF A PAVED ROAD, 44.0 FEET EAST OF THE CENTERLINE OF A GRAVELED
 TD1227'ROAD, 5.8 FEET EAST OF A WITNESS POST AND 4.0 FEET WEST OF A
 TD1227'POWER LINE POLE.  THE UNDERGROUND MARK IS 59 INCHES BELOW THE
 TD1227'GROUND SURFACE.
 TD1227'
 TD1227'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CART NO 1 1967,
 TD1227'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1227'THAT IS FLUSH WITH THE GROUND.  IT IS 86.3 FEET SOUTH OF THE
 TD1227'WITNESS POST, 39.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD,
 TD1227'14.0 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND ABOUT
 TD1227'4 FEET HIGHER THAN THE STATION.
 TD1227'
 TD1227'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CART NO 2 1967, SET
 TD1227'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1227'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 74.0 FEET NORTH OF
 TD1227'THE CENTERLINE OF THE PAVED ROAD, 36.4 FEET NORTH OF THE WITNESS
 TD1227'POST, 14.0 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 TD1227'ABOUT 3 FEET HIGHER THAN THE STATION.  THE DISTANCE FROM THE
 TD1227'AXIS OF THE TELESCOPE IS 40.66 FEET OR 12.394 METERS.
 TD1227'
 TD1227'AZIMUTH MARK IS A STANDARD DISK, STAMPED CART 1967, SET IN THE
 TD1227'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 TD1227'4 INCHES ABOVE THE GROUND.  IT IS 27.0 FEET EAST OF THE CENTERLINE
 TD1227'OF A GRAVELED ROAD, 13.0 FEET NORTH OF THE CENTERLINE OF A FIELD
 TD1227'ENTRANCE ROAD AND 4.0 FEET NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2056 ***********************************************************************
 TE2056  DESIGNATION -  CART
 TE2056  PID         -  TE2056
 TE2056  STATE/COUNTY-  ND/PIERCE
 TE2056  USGS QUAD   -  RUGBY (1980)
 TE2056
 TE2056                         *CURRENT SURVEY CONTROL
 TE2056  ___________________________________________________________________
 TE2056* NAD 83(1996)-  48 16 14.41661(N)    099 52 37.37671(W)     ADJUSTED  
 TE2056* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TE2056  ___________________________________________________________________
 TE2056  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 TE2056  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 TE2056
 TE2056  HORZ ORDER  -  SECOND
 TE2056
 TE2056.The horizontal coordinates were established by classical geodetic methods
 TE2056.and adjusted by the National Geodetic Survey in January 1998..
 TE2056
 TE2056.The orthometric height was scaled from a topographic map.
 TE2056
 TE2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2056
 TE2056.The geoid height was determined by GEOID03.
 TE2056
 TE2056;                    North         East     Units Scale Factor Converg.
 TE2056;SPC ND N     -   141,462.503   646,241.010   MT  0.99994110   +0 27 48.8
 TE2056;SPC ND N     -   464,115.82  2,120,213.29   iFT  0.99994110   +0 27 48.8
 TE2056;UTM  14      - 5,346,756.675   434,919.327   MT  0.99965204   -0 39 16.4
 TE2056
 TE2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2056!SPC ND N     -   0.99992552  x   0.99994110  =   0.99986663
 TE2056!UTM  14      -   0.99992552  x   0.99965204  =   0.99957759
 TE2056
 TE2056|---------------------------------------------------------------------|
 TE2056| PID    Reference Object                     Distance      Geod. Az  |
 TE2056|                                                           dddmmss.s |
 TE2056| CO7427 CART RM 1                             9.823 METERS 14324     |
 TE2056| CO7428 CART RM 2                             8.178 METERS 21158     |
 TE2056| TE2296 CART AZ MK                                         3031746.0 |
 TE2056| TE2061 RUGBY MUNICIPAL TANK                APPROX.14.3 KM 3213252.8 |
 TE2056|---------------------------------------------------------------------|
 TE2056
 TE2056                          SUPERSEDED SURVEY CONTROL
 TE2056
 TE2056  NAD 83(1986)-  48 16 14.42066(N)    099 52 37.37470(W) AD(       ) 2
 TE2056  NAD 27      -  48 16 14.42200(N)    099 52 35.89500(W) AD(       ) 2
 TE2056
 TE2056.Superseded values are not recommended for survey control.
 TE2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2056.See file dsdata.txt to determine how the superseded data were derived.
 TE2056
 TE2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3491946757(NAD 83)
 TE2056_MARKER: DS = TRIANGULATION STATION DISK
 TE2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2056
 TE2056  HISTORY     - Date     Condition        Report By
 TE2056  HISTORY     - 1946     MONUMENTED       CGS
 TE2056  HISTORY     - 1968     GOOD             USGS
 TE2056
 TE2056                          STATION DESCRIPTION
 TE2056
 TE2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2056'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF RUGBY,
 TE2056'7.5 MILES NORTH OF SILVA AND ON LAND OWNED BY JOHN MUFFENBIER.
 TE2056'IT IS LOCATED ON A HIGH POINT IN CULTIVATED FIELD, 5 FEET
 TE2056'NORTH OF A WITNESS POST AND ON THE NORTHERN END OF A ROCK
 TE2056'PILE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE2056'CART 1946.
 TE2056'
 TE2056'REFERENCE MARK NO. 1 IS 32.21 FEET SOUTHEAST OF THE STATION
 TE2056'AND ON THE EASTERN EDGE OF A ROCK PILE IN CULTIVATED FIELD.
 TE2056'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CART NO 1
 TE2056'1946.
 TE2056'
 TE2056'REFERENCE MARK NO. 2 IS 26.91 FEET SOUTHWEST OF THE STATION
 TE2056'AND ON THE WESTERN EDGE OF ROCK PILE.  THE MARK PROJECTS 1
 TE2056'INCH AND THE DISK IS STAMPED CART NO 2 1946.
 TE2056'
 TE2056'THE AZIMUTH MARK IS 0.5 MILE WEST-NORTHWEST OF THE STATION
 TE2056'AND ON THE WESTERN EDGE OF A CULTIVATED FIELD.  IT IS 31 FEET
 TE2056'EAST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD
 TE2056'AND 3 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 2
 TE2056'INCHES AND THE DISK IS STAMPED CART 1946.
 TE2056'
 TE2056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE2056'STATE HIGHWAY 3 ON THE SOUTHERN EDGE OF RUGBY, GO EAST ON
 TE2056'U.S. HIGHWAY 2 FOR 5.1 MILES TO A CROSSROAD AND A SCHOOL
 TE2056'HOUSE IN THE NORTHEAST INTERSECTION.  TURN RIGHT AND GO SOUTH
 TE2056'FOR 5.25 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TE2056'CONTINUE ON SOUTH FOR 0.4 MILE TO A FARM DRIVE ON THE LEFT,
 TE2056'TURN LEFT AND GO 0.1 MILE TO A FARM HOUSE.  CONTINUE EAST
 TE2056'THROUGH FARM YARD ON FARM ROAD FOR 0.15 MILE TO WHERE ROAD
 TE2056'TURNS SOUTH.  HERE GO EAST ACROSS CULTIVATED FIELD FOR 0.15
 TE2056'MILE TO A ROCK PILE AND STATION AS DESCRIBED.
 TE2056'
 TE2056'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TE2056
 TE2056                          STATION RECOVERY (1968)
 TE2056
 TE2056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2056'STATION MARK, REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 TE2056'DESCRIBED.  THE AZIMUTH MARK SEEMED TO BE IN GOOD CONDITION
 TE2056'BUT IT WAS 40 FT E. OF APPROX. CENTER OF COUNTY RD.
 TE2056'
 TE2056'DISTANCE TO REFERENCE MARK NO. 1 CHECKS WITHIN .01 OF A FT.
 TE2056'
 TE2056'DISTANCE TO REFERENCE MARK NO. 2 CHECKED WITHIN .07 OF A FT.
 TE2056'
 TE2056'DIRECTION TO REFERENCE MARK NO. 1 CHECKED OUT IN AZIMUTH +3.04.
 TE2056'
 TE2056'DIRECTION TO REFERENCE MARK NO. 2 CHECKED OUT IN AZIMUTH +73.71.
 TE2056'
 TE2056'DIRECTION AND DISTANCE TO AZIMUTH CHECKS.  THE AZIMUTH MARK
 TE2056'WAS OUT 885.67 IN AZIMUTH.
 TE2056'
 TE2056'THE OLD DESCRIPTION IS ADEQUATE.
 TE2056'
 TE2056'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0857 ***********************************************************************
 RP0857  DESIGNATION -  CASS
 RP0857  PID         -  RP0857
 RP0857  STATE/COUNTY-  ND/CASS
 RP0857  USGS QUAD   -  ALICE (1965)
 RP0857
 RP0857                         *CURRENT SURVEY CONTROL
 RP0857  ___________________________________________________________________
 RP0857* NAD 83(1996)-  46 49 56.94266(N)    097 35 51.60654(W)     ADJUSTED  
 RP0857* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 RP0857  ___________________________________________________________________
 RP0857  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 RP0857  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 RP0857
 RP0857  HORZ ORDER  -  SECOND
 RP0857
 RP0857.The horizontal coordinates were established by classical geodetic methods
 RP0857.and adjusted by the National Geodetic Survey in January 1998..
 RP0857
 RP0857.The orthometric height was scaled from a topographic map.
 RP0857
 RP0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0857
 RP0857.The geoid height was determined by GEOID03.
 RP0857
 RP0857;                    North         East     Units Scale Factor Converg.
 RP0857;SPC ND S     -   133,678.267   821,364.114   MT  0.99993585   +2 07 00.9
 RP0857;SPC ND S     -   438,576.99  2,694,764.15   iFT  0.99993585   +2 07 00.9
 RP0857;UTM  14      - 5,187,503.590   606,945.152   MT  0.99974057   +1 01 22.4
 RP0857
 RP0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0857!SPC ND S     -   0.99994850  x   0.99993585  =   0.99988435
 RP0857!UTM  14      -   0.99994850  x   0.99974057  =   0.99968908
 RP0857
 RP0857:                Primary Azimuth Mark                     Grid Az
 RP0857:SPC ND S     -  CASS AZ MK                               086 00 54.7
 RP0857:UTM  14      -  CASS AZ MK                               087 06 33.2
 RP0857
 RP0857|---------------------------------------------------------------------|
 RP0857| PID    Reference Object                     Distance      Geod. Az  |
 RP0857|                                                           dddmmss.s |
 RP0857| CO5348 CASS AZ MK                                         0880755.6 |
 RP0857| CO5350 CASS RM 2                            10.002 METERS 27354     |
 RP0857| CO5349 CASS RM 1                            17.620 METERS 35922     |
 RP0857|---------------------------------------------------------------------|
 RP0857
 RP0857                          SUPERSEDED SURVEY CONTROL
 RP0857
 RP0857  NAD 83(1986)-  46 49 56.94449(N)    097 35 51.59592(W) AD(       ) 2
 RP0857  NAD 27      -  46 49 57.03700(N)    097 35 50.24200(W) AD(       ) 2
 RP0857
 RP0857.Superseded values are not recommended for survey control.
 RP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0857.See file dsdata.txt to determine how the superseded data were derived.
 RP0857
 RP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0694587504(NAD 83)
 RP0857_MARKER: DS = TRIANGULATION STATION DISK
 RP0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0857
 RP0857  HISTORY     - Date     Condition        Report By
 RP0857  HISTORY     - 1954     MONUMENTED       CGS
 RP0857  HISTORY     - 1962     GOOD             CGS
 RP0857  HISTORY     - 1979     SEE DESCRIPTION  LOCENG
 RP0857
 RP0857                          STATION DESCRIPTION
 RP0857
 RP0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0857'THE STATION IS AT THE SOUTHWEST CORNER OF SEC. 23, T. 139 N.,
 RP0857'R. 55 W., IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, ON THE
 RP0857'EAST SIDE OF A TURN-OUT TO THE FIELD AND ON PROPERTY OWNED BY
 RP0857'MR. FRANK MATZKE.  IT IS ABOUT 6 MILES SOUTH AND 2 MILES WEST
 RP0857'OF BUFFALO.
 RP0857'
 RP0857'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 38 AND THE MAIN
 RP0857'STREET IN ALICE, GO NORTH ON STATE HIGHWAY 38 FOR 5.2 MILES TO A
 RP0857'CROSS ROAD.  TURN LEFT AND GO WEST ON GRAVEL ROAD 1.9 MILES
 RP0857'TO A T-ROAD AND STATION ON THE LEFT.
 RP0857'
 RP0857'THE STATION MARK, 104 FEET SOUTHEAST OF THE INTERSECTION OF THE
 RP0857'ROADS, 97 FEET EAST OF A NORTH-AND-SOUTH ROAD, 33 FEET SOUTH OF
 RP0857'AN EAST-AND-WEST ROAD, IS LEVEL WITH THE GROUND AND THE DISK
 RP0857'IS STAMPED CASS 1954.
 RP0857'
 RP0857'REFERENCE MARK NO. 1, NORTH AND APPROXIMATELY LEVEL WITH THE
 RP0857'STATION, IS 25 FEET NORTH OF AN EAST-AND-WEST ROAD AND IS LEVEL
 RP0857'WITH THE GROUND SURFACE.  THE DISK IS STAMPED CASS NO 1 1954.
 RP0857'
 RP0857'REFERENCE MARK NO. 2, WEST AND APPROXIMATELY 1 FOOT LOWER THAN
 RP0857'THE STATION, PROJECTS 2 INCHES.  IT IS 30 FEET SOUTH OF AN
 RP0857'EAST-AND-WEST ROAD, 64 FEET EAST OF A NORTH-AND-SOUTH ROAD AND
 RP0857'ON THE WEST SIDE OF A TURN-OUT TO THE FIELD.  THE DISK IS
 RP0857'STAMPED CASS NO 2 1954.
 RP0857'
 RP0857'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE EAST, IS 53 FEET NORTH
 RP0857'OF AN EAST-AND-WEST ROAD, 2 FEET WEST OF A TWO-WIRE POWER LINE
 RP0857'POLE AND ABOUT 100 YARDS WEST OF A FENCE CORNER, PROJECTING 2
 RP0857'INCHES.  THE DISK IS STAMPED CASS 1954.
 RP0857'
 RP0857'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 RP0857
 RP0857                          STATION RECOVERY (1962)
 RP0857
 RP0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP0857'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 RP0857'STATION MARK RECOVERED AS DESCRIBED EXCEPT THAT IT IS JUST BELOW
 RP0857'THE SURFACE OF THE GROUND.
 RP0857'
 RP0857'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND
 RP0857'COUNTY HIGHWAY 38, 2 MILES SOUTH OF BUFFALO, GO SOUTH ON ROUTE
 RP0857'38 FOR 3.0 MILES, TURN RIGHT AND GO WEST ON SECTION-LINE ROAD
 RP0857'FOR 2.0 MILES TO STATION ON THE LEFT.
 RP0857
 RP0857                          STATION RECOVERY (1979)
 RP0857
 RP0857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DU)
 RP0857'RECOVERED BY KBM INC.
 RP0857'
 RP0857'CASS 1954 DESTROYED
 RP0857'
 RP0857'WE FOLLOWED DESCRIPTION TO THE APPARENT AREA.  WE FOUND MONUMENT
 RP0857'LAYING ON ITS SIDE IN THE ROAD DITCH.  DESCRIPTION PUT ITS LOCATED
 RP0857'IN THE CULTIVATED FIELD NEAR BY.  WE DID NOT LOOK FOR THE AZMUTH
 RP0857'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0764 ***********************************************************************
 RP0764  DESIGNATION -  CASSELTON
 RP0764  PID         -  RP0764
 RP0764  STATE/COUNTY-  ND/CASS
 RP0764  USGS QUAD   -  CASSELTON (1961)
 RP0764
 RP0764                         *CURRENT SURVEY CONTROL
 RP0764  ___________________________________________________________________
 RP0764* NAD 83(1996)-  46 55 05.22248(N)    097 09 32.50429(W)     ADJUSTED  
 RP0764* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 RP0764  ___________________________________________________________________
 RP0764  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 RP0764  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 RP0764
 RP0764  HORZ ORDER  -  FIRST
 RP0764
 RP0764.The horizontal coordinates were established by classical geodetic methods
 RP0764.and adjusted by the National Geodetic Survey in January 1998..
 RP0764
 RP0764.The orthometric height was scaled from a topographic map.
 RP0764
 RP0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0764
 RP0764.The geoid height was determined by GEOID03.
 RP0764
 RP0764;                    North         East     Units Scale Factor Converg.
 RP0764;SPC ND S     -   144,518.208   854,396.062   MT  0.99993691   +2 26 12.6
 RP0764;SPC ND S     -   474,141.10  2,803,136.69   iFT  0.99993691   +2 26 12.6
 RP0764;UTM  14      - 5,197,709.904   640,172.983   MT  0.99984150   +1 20 41.4
 RP0764
 RP0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0764!SPC ND S     -   0.99995999  x   0.99993691  =   0.99989691
 RP0764!UTM  14      -   0.99995999  x   0.99984150  =   0.99980150
 RP0764
 RP0764|---------------------------------------------------------------------|
 RP0764| PID    Reference Object                     Distance      Geod. Az  |
 RP0764|                                                           dddmmss.s |
 RP0764| CO5354 CASSELTON RM 3                       32.324 METERS 06338     |
 RP0764| RP1109 SW FARGO TV STATION KXJB MAST       APPROX.22.6 KM 1015647.0 |
 RP0764| CO5352 CASSELTON RM 1                       47.122 METERS 17111     |
 RP0764| CO5351 CASSELTON AZ MK                                    1795813.5 |
 RP0764| RP0767 CASSELTON ELEVATOR CO VENT          APPROX. 6.6 KM 2262058.9 |
 RP0764| RP0765 CASSELTON MUNICIPAL STANDPIPE       APPROX. 3.9 KM 2393120.9 |
 RP0764| RP0766 CASSELTON MUNICIPAL TANK            APPROX. 4.6 KM 2430041.3 |
 RP0764| CO5353 CASSELTON RM 2                       26.201 METERS 28129     |
 RP0764|---------------------------------------------------------------------|
 RP0764
 RP0764                          SUPERSEDED SURVEY CONTROL
 RP0764
 RP0764  NAD 83(1986)-  46 55 05.22215(N)    097 09 32.49464(W) AD(       ) 1
 RP0764  NAD 27      -  46 55 05.32700(N)    097 09 31.18000(W) AD(       ) 1
 RP0764
 RP0764.Superseded values are not recommended for survey control.
 RP0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0764.See file dsdata.txt to determine how the superseded data were derived.
 RP0764
 RP0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4017397710(NAD 83)
 RP0764_MARKER: DS = TRIANGULATION STATION DISK
 RP0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0764
 RP0764  HISTORY     - Date     Condition        Report By
 RP0764  HISTORY     - 1954     MONUMENTED       CGS
 RP0764  HISTORY     - 1958     GOOD             CGS
 RP0764  HISTORY     - 1963     GOOD             CGS
 RP0764
 RP0764                          STATION DESCRIPTION
 RP0764
 RP0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0764'THE STATION IS LOCATED AT THE EASTERN EDGE OF AN ABANDONED
 RP0764'FARMYARD OWNED BY MRS. W.G. ROGNE.  IT IS 5 MILES NORTHWEST
 RP0764'OF MAPLETON AND 3 MILES NORTHEAST OF CASSELTON.
 RP0764'
 RP0764'REACHED FROM THE CASSELTON HIGH SCHOOL BUILDING BY GOING
 RP0764'EAST ON A GRAVELED ROAD FOR 2.25 MILES TO A CROSSROAD.  TURN
 RP0764'LEFT, NORTH, AND GO 0.85 MILE TO THE STATION ON THE LEFT.
 RP0764'
 RP0764'THE STATION MARK IS 72 FEET EAST OF THE NORTHEAST CORNER OF AN
 RP0764'ABANDONED FARMHOUSE, 65 FEET SOUTH OF A LANE, AND 47 FEET
 RP0764'WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.  THE MARK
 RP0764'IS 12 INCHES BELOW THE SURFACE OF THE GROUND, AND THE DISK IS
 RP0764'STAMPED CASSELTON 1954.
 RP0764'
 RP0764'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 30 FEET WEST
 RP0764'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2 FEET NORTH OF A
 RP0764'TELEPHONE POLE, AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 RP0764'CASSELTON NO 1 1954.
 RP0764'
 RP0764'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 7 FEET NORTH OF
 RP0764'THE NORTH SIDE OF THE ABANDONED HOUSE.  THE MARK PROJECTS
 RP0764'1 INCH, AND THE DISK IS STAMPED CASSELTON NO 2 1954.
 RP0764'
 RP0764'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE SOUTH OF THE STATION,
 RP0764'IS 33 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RP0764'3 FEET EAST OF A WITNESS POST, 2 FEET NORTHWEST OF A FENCE
 RP0764'CORNER-POST, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED CASSELTON
 RP0764'1954.
 RP0764'
 RP0764'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP0764
 RP0764                          STATION RECOVERY (1958)
 RP0764
 RP0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RP0764'STATION RECOVERED AND ALL MARKS, EXCEPT R.M. NO. 2, WERE FOUND
 RP0764'IN GOOD CONDITION.
 RP0764'
 RP0764'A REQUEST WAS RECEIVED FROM THE LAND OWNER TO MOVE R.M. NO.
 RP0764'2 AS THE BUILDINGS AT THE SITE WERE BEING REMOVED AND THE
 RP0764'LAND PUT UNDER CULTIVATION.  UPON ARRIVAL AT THE SITE IT
 RP0764'WAS FOUND THAT THIS MARK HAD BEEN DESTROYED.  ONE NEW REFERENCE
 RP0764'MARK WAS ESTABLISHED.
 RP0764'
 RP0764'THE STATION MARK WAS RECOVERED 65 FEET WEST OF THE CENTERLINE
 RP0764'OF THE ROAD INSTEAD OF 47 FEET AS ORIGINALLY DESCRIBED.  THIS
 RP0764'MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
 RP0764'
 RP0764'R.M. NO. 1 IS SOUTH OF THE STATION, 30 FEET WEST OF THE APPROXIMATE
 RP0764'CENTERLINE OF THE GRAVEL ROAD AND 2 FEET NORTH OF A TELEPHONE
 RP0764'POLE.
 RP0764'
 RP0764'R.M. NO. 3 IS NORTHEAST OF THE STATION, 39 FEET EAST OF THE
 RP0764'CENTERLINE OF THE ROAD AND 1-1/2 FEET NORTH OF A POWER LINE
 RP0764'POLE.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED CASSELTON
 RP0764'NO 3 1954 SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 RP0764'ABOUT 5 INCHES.
 RP0764'
 RP0764'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION,
 RP0764'33 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3 FEET EAST
 RP0764'OF A WITNESS POST.
 RP0764'
 RP0764'TO REACH THE STATION FROM THE CASSELTON HIGH SCHOOL, IN THE NORTH
 RP0764'EDGE OF CASSELTON, GO EAST FOR 2.4 MILES TO CROSSROADS, TURN
 RP0764'LEFT AND GO NORTH FOR 0.85 MILE TO STATION ON LEFT AS DESCRIBED.
 RP0764
 RP0764                          STATION RECOVERY (1963)
 RP0764
 RP0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0764'THE STATION RECOVERED AS DESCRIBED IN 1958 AND ALL MARKS FOUND
 RP0764'IN GOOD CONDITION.  A WHITE WITNESS POST WAS RESET 1 FOOT SOUTH
 RP0764'OF THE AZIMUTH MARK.
 RP0764'
 RP0764'THE 1958 DESCRIPTION TO REACH THE STATION FROM CASSELTON IS
 RP0764'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0780 ***********************************************************************
 RP0780  DESIGNATION -  CASSELTON ATT MICROWAVE TOWER
 RP0780  PID         -  RP0780
 RP0780  STATE/COUNTY-  ND/CASS
 RP0780  USGS QUAD   -  WHEATLAND (1967)
 RP0780
 RP0780                         *CURRENT SURVEY CONTROL
 RP0780  ___________________________________________________________________
 RP0780* NAD 83(1996)-  46 52 41.51473(N)    097 15 27.19418(W)     ADJUSTED  
 RP0780* NAVD 88     -                                                        
 RP0780  ___________________________________________________________________
 RP0780  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 RP0780  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 RP0780
 RP0780  HORZ ORDER  -  THIRD
 RP0780
 RP0780.The horizontal coordinates were established by classical geodetic methods
 RP0780.and adjusted by the National Geodetic Survey in January 1998..
 RP0780
 RP0780
 RP0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0780
 RP0780.The geoid height was determined by GEOID03.
 RP0780
 RP0780;                    North         East     Units Scale Factor Converg.
 RP0780;SPC ND S     -   139,770.169   847,081.380   MT  0.99993614   +2 21 53.9
 RP0780;SPC ND S     -   458,563.55  2,779,138.39   iFT  0.99993614   +2 21 53.9
 RP0780;UTM  14      - 5,193,102.692   632,769.896   MT  0.99981666   +1 16 19.2
 RP0780
 RP0780                          SUPERSEDED SURVEY CONTROL
 RP0780
 RP0780  NAD 83(1986)-  46 52 41.51475(N)    097 15 27.18355(W) AD(       ) 4
 RP0780  NAD 27      -  46 52 41.61161(N)    097 15 25.86607(W) AD(       ) 3
 RP0780
 RP0780.Superseded values are not recommended for survey control.
 RP0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0780.See file dsdata.txt to determine how the superseded data were derived.
 RP0780
 RP0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3277093103(NAD 83)
 RP0780_MARKER: 45 = MICROWAVE TOWER
 RP0780
 RP0780  HISTORY     - Date     Condition        Report By
 RP0780  HISTORY     - 1967     FIRST OBSERVED   CGS
 RP0780
 RP0780                          STATION DESCRIPTION
 RP0780
 RP0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0780'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF INTERSTATE HIGHWAY 94,
 RP0780'2 MILES SOUTHWEST OF CASSELTON, INSIDE A FENCED AREA AND ON
 RP0780'COMPANY PROPERTY.
 RP0780'
 RP0780'STATION IS A LARGE 4-STEEL LEGGED TOWER WHICH IS ABOUT 190 FEET
 RP0780'IN HEIGHT AND PAINTED RED-WHITE ALTERNATE SECTIONS.
 RP0780'
 RP0780'THERE ARE 4 LARGE VOICE MIRRORS MOUNTED ABOUT HALF WAY DOWN THE
 RP0780'TOWER FROM THE TOP, 4 LARGE VOICE MIRRORS AND A RED LIGHT MOUNTED
 RP0780'AT THE TOP OF THE TOWER.
 RP0780'
 RP0780'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0767 ***********************************************************************
 RP0767  DESIGNATION -  CASSELTON ELEVATOR CO VENT
 RP0767  PID         -  RP0767
 RP0767  STATE/COUNTY-  ND/CASS
 RP0767  USGS QUAD   -  CASSELTON (1961)
 RP0767
 RP0767                         *CURRENT SURVEY CONTROL
 RP0767  ___________________________________________________________________
 RP0767* NAD 83(1996)-  46 52 36.96486(N)    097 13 19.05095(W)     ADJUSTED  
 RP0767* NAVD 88     -                                                        
 RP0767  ___________________________________________________________________
 RP0767  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 RP0767  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 RP0767
 RP0767  HORZ ORDER  -  THIRD
 RP0767
 RP0767.The horizontal coordinates were established by classical geodetic methods
 RP0767.and adjusted by the National Geodetic Survey in January 1998..
 RP0767
 RP0767
 RP0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0767
 RP0767.The geoid height was determined by GEOID03.
 RP0767
 RP0767;                    North         East     Units Scale Factor Converg.
 RP0767;SPC ND S     -   139,742.375   849,798.117   MT  0.99993612   +2 23 27.4
 RP0767;SPC ND S     -   458,472.36  2,788,051.56   iFT  0.99993612   +2 23 27.4
 RP0767;UTM  14      - 5,193,023.090   635,485.296   MT  0.99982562   +1 17 52.7
 RP0767
 RP0767                          SUPERSEDED SURVEY CONTROL
 RP0767
 RP0767  NAD 83(1986)-  46 52 36.96471(N)    097 13 19.04092(W) AD(       ) 4
 RP0767  NAD 27      -  46 52 37.06000(N)    097 13 17.72300(W) AD(       ) 3
 RP0767
 RP0767.Superseded values are not recommended for survey control.
 RP0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0767.See file dsdata.txt to determine how the superseded data were derived.
 RP0767
 RP0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3548593023(NAD 83)
 RP0767_MARKER: 94 = ROOFTOP VENTILATOR
 RP0767
 RP0767  HISTORY     - Date     Condition        Report By
 RP0767  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0767
 RP0767                          STATION DESCRIPTION
 RP0767
 RP0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0767'THE STATION IS THE VENTILATOR ATOP THE LARGE CORRUGATED
 RP0767'METAL ELEVATOR THAT IS LOCATED JUST NORTH OF U.S. HIGHWAY
 RP0767'10, APPROXIMATELY 1.5 MILES SOUTHWEST OF CASSELTON.  THE
 RP0767'BUILDING IS APPROXIMATELY 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0766 ***********************************************************************
 RP0766  DESIGNATION -  CASSELTON MUNICIPAL TANK
 RP0766  PID         -  RP0766
 RP0766  STATE/COUNTY-  ND/CASS
 RP0766  USGS QUAD   -  CASSELTON (1961)
 RP0766
 RP0766                         *CURRENT SURVEY CONTROL
 RP0766  ___________________________________________________________________
 RP0766* NAD 83(1996)-  46 53 57.67635(N)    097 12 45.87657(W)     ADJUSTED  
 RP0766* NAVD 88     -                                                        
 RP0766  ___________________________________________________________________
 RP0766  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 RP0766  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 RP0766
 RP0766  HORZ ORDER  -  THIRD
 RP0766
 RP0766.The horizontal coordinates were established by classical geodetic methods
 RP0766.and adjusted by the National Geodetic Survey in January 1998..
 RP0766
 RP0766
 RP0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0766
 RP0766.The geoid height was determined by GEOID03.
 RP0766
 RP0766;                    North         East     Units Scale Factor Converg.
 RP0766;SPC ND S     -   142,261.765   850,395.668   MT  0.99993649   +2 23 51.6
 RP0766;SPC ND S     -   466,738.07  2,790,012.03   iFT  0.99993649   +2 23 51.6
 RP0766;UTM  14      - 5,195,530.351   636,130.715   MT  0.99982777   +1 18 18.6
 RP0766
 RP0766                          SUPERSEDED SURVEY CONTROL
 RP0766
 RP0766  NAD 83(1986)-  46 53 57.67606(N)    097 12 45.86665(W) AD(       ) 4
 RP0766  NAD 27      -  46 53 57.77500(N)    097 12 44.55100(W) AD(       ) 3
 RP0766
 RP0766.Superseded values are not recommended for survey control.
 RP0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0766.See file dsdata.txt to determine how the superseded data were derived.
 RP0766
 RP0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3613195530(NAD 83)
 RP0766_MARKER: 53 = ELEVATED TANK
 RP0766
 RP0766  HISTORY     - Date     Condition        Report By
 RP0766  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0766
 RP0766                          STATION DESCRIPTION
 RP0766
 RP0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0766'THE STATION IS THE BALL ATOP THE LARGE METAL TANK LOCATED
 RP0766'IN THE SOUTH EDGE OF THE TOWN OF CASSELTON.  THE TANK IS
 RP0766'ELEVATED BY A FOUR LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY
 RP0766'120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1183 ***********************************************************************
 SM1183  DESIGNATION -  CATHAY J C MILLER ELEV CO ELEV
 SM1183  PID         -  SM1183
 SM1183  STATE/COUNTY-  ND/WELLS
 SM1183  USGS QUAD   -  CATHAY (1986)
 SM1183
 SM1183                         *CURRENT SURVEY CONTROL
 SM1183  ___________________________________________________________________
 SM1183* NAD 83(1996)-  47 33 15.06024(N)    099 24 21.33097(W)     ADJUSTED  
 SM1183* NAVD 88     -                                                        
 SM1183  ___________________________________________________________________
 SM1183  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 SM1183  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 SM1183
 SM1183  HORZ ORDER  -  THIRD
 SM1183
 SM1183.The horizontal coordinates were established by classical geodetic methods
 SM1183.and adjusted by the National Geodetic Survey in January 1998..
 SM1183
 SM1183
 SM1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1183
 SM1183.The geoid height was determined by GEOID03.
 SM1183
 SM1183;                    North         East     Units Scale Factor Converg.
 SM1183;SPC ND N     -    62,199.407   682,342.099   MT  0.99997843   +0 48 50.9
 SM1183;SPC ND N     -   204,066.30  2,238,655.18   iFT  0.99997843   +0 48 50.9
 SM1183;UTM  14      - 5,266,831.326   469,459.866   MT  0.99961146   -0 17 58.3
 SM1183
 SM1183                          SUPERSEDED SURVEY CONTROL
 SM1183
 SM1183  NAD 83(1986)-  47 33 15.06450(N)    099 24 21.32774(W) AD(       ) 4
 SM1183  NAD 27      -  47 33 15.07200(N)    099 24 19.90800(W) AD(       ) 3
 SM1183
 SM1183.Superseded values are not recommended for survey control.
 SM1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1183.See file dsdata.txt to determine how the superseded data were derived.
 SM1183
 SM1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT6946066831(NAD 83)
 SM1183
 SM1183  HISTORY     - Date     Condition        Report By
 SM1183  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1183  HISTORY     - 1960     GOOD             CGS
 SM1183
 SM1183                          STATION DESCRIPTION
 SM1183
 SM1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1183'THIS INTERSECTION STATION IS LOCATED IN THE NE EDGE OF CATHAY, 25
 SM1183'PACES N OF THE SOO LINE RAILROAD, APPROXIMATELY 2.5 MILES SE OF
 SM1183'STATION BERGE.
 SM1183'
 SM1183'IT IS OF WOOD CONSTRUCTION, PAINTED RED.  THERE IS A LIGHTNING
 SM1183'ROD CENTERED AT THE TOP WITH A SMALL BALL CENTERED AT ITS
 SM1183'APEX.  THE ELEVATOR IS OWNED BY J.K. MILLER.  IT IS APPROXIMATELY
 SM1183'100 FEET TALL AND WAS BUILT ABOUT 1884.  THE CENTER OF THE
 SM1183'GABLED ROOF WAS THE POINT LOCATED.
 SM1183
 SM1183                          STATION RECOVERY (1960)
 SM1183
 SM1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1183'THIS INTERSECTION STATION WAS RECOVERED BUT THE FOLLOWING
 SM1183'CHANGES SHOULD BE NOTED.  THE ELEVATOR IS JUST WEST OF A TALLER
 SM1183'ONE THAT WAS ERECTED ABOUT 3 YEARS AGO.  THE ELEVATOR THAT WAS
 SM1183'INTERSECTED IN 1941 HAS BEEN COVERED WITH SHEET IRON SIDING
 SM1183'AND IS NOW A SILVER COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0819 ***********************************************************************
 RR0819  DESIGNATION -  CATHEAD
 RR0819  PID         -  RR0819
 RR0819  STATE/COUNTY-  ND/EMMONS
 RR0819  USGS QUAD   -  FORT YATES SE (1968)
 RR0819
 RR0819                         *CURRENT SURVEY CONTROL
 RR0819  ___________________________________________________________________
 RR0819* NAD 83(1996)-  46 06 55.17511(N)    100 32 45.43424(W)     ADJUSTED  
 RR0819* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 RR0819  ___________________________________________________________________
 RR0819  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 RR0819  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RR0819
 RR0819  HORZ ORDER  -  SECOND
 RR0819
 RR0819.The horizontal coordinates were established by classical geodetic methods
 RR0819.and adjusted by the National Geodetic Survey in January 1998..
 RR0819
 RR0819.The orthometric height was scaled from a topographic map.
 RR0819
 RR0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0819
 RR0819.The geoid height was determined by GEOID03.
 RR0819
 RR0819;                    North         East     Units Scale Factor Converg.
 RR0819;SPC ND S     -    49,872.836   596,447.608   MT  1.00001406   -0 02 00.7
 RR0819;SPC ND S     -   163,624.79  1,956,849.11   iFT  1.00001406   -0 02 00.7
 RR0819;UTM  14      - 5,108,022.854   380,542.697   MT  0.99977542   -1 06 51.7
 RR0819
 RR0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0819!SPC ND S     -   0.99991585  x   1.00001406  =   0.99992991
 RR0819!UTM  14      -   0.99991585  x   0.99977542  =   0.99969129
 RR0819
 RR0819:                Primary Azimuth Mark                     Grid Az
 RR0819:SPC ND S     -  WINONA                                   184 14 25.8
 RR0819:UTM  14      -  WINONA                                   185 19 16.8
 RR0819
 RR0819|---------------------------------------------------------------------|
 RR0819| PID    Reference Object                     Distance      Geod. Az  |
 RR0819|                                                           dddmmss.s |
 RR0819| RR0816 WINONA                              APPROX. 5.5 KM 1841225.1 |
 RR0819|---------------------------------------------------------------------|
 RR0819
 RR0819                          SUPERSEDED SURVEY CONTROL
 RR0819
 RR0819  NAD 83(1986)-  46 06 55.16614(N)    100 32 45.42757(W) AD(       ) 2
 RR0819  NAD 27      -  46 06 55.19100(N)    100 32 43.98100(W) AD(       ) 2
 RR0819
 RR0819.Superseded values are not recommended for survey control.
 RR0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0819.See file dsdata.txt to determine how the superseded data were derived.
 RR0819
 RR0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8054308023(NAD 83)
 RR0819_MARKER: Z = SEE DESCRIPTION
 RR0819_SETTING: 0 = UNSPECIFIED SETTING
 RR0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0819
 RR0819  HISTORY     - Date     Condition        Report By
 RR0819  HISTORY     - 1889     MONUMENTED       MORC
 RR0819
 RR0819                          STATION DESCRIPTION
 RR0819
 RR0819'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0819'CATHEAD IS ON LEFT BANK, ON A HIGH BUTTE IN CENTER OF A
 RR0819'PRAIRIE, ABOUT 4 MILES FROM WINONA AND 3-3/4 MILES FROM RIVER.
 RR0819'THE TRIANGULATION STATION IS IN NE. CORNER, SEC. 3, T.130N.,
 RR0819'R.79 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1226 ***********************************************************************
 TD1226  DESIGNATION -  CAVALIER MUN AIRPORT BCN
 TD1226  PID         -  TD1226
 TD1226  STATE/COUNTY-  ND/PEMBINA
 TD1226  USGS QUAD   -  BACKOO (1964)
 TD1226
 TD1226                         *CURRENT SURVEY CONTROL
 TD1226  ___________________________________________________________________
 TD1226* NAD 83(1996)-  48 47 11.82021(N)    097 37 49.34868(W)     ADJUSTED  
 TD1226* NAVD 88     -                                                        
 TD1226  ___________________________________________________________________
 TD1226  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 TD1226  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 TD1226
 TD1226  HORZ ORDER  -  THIRD
 TD1226
 TD1226.The horizontal coordinates were established by classical geodetic methods
 TD1226.and adjusted by the National Geodetic Survey in January 1998..
 TD1226
 TD1226
 TD1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1226
 TD1226.The geoid height was determined by GEOID03.
 TD1226
 TD1226;                    North         East     Units Scale Factor Converg.
 TD1226;SPC ND N     -   202,576.237   810,824.655   MT  1.00001100   +2 08 07.4
 TD1226;SPC ND N     -   664,620.20  2,660,185.88   iFT  1.00001100   +2 08 07.4
 TD1226;UTM  14      - 5,404,640.046   600,603.850   MT  0.99972434   +1 01 49.4
 TD1226
 TD1226                          SUPERSEDED SURVEY CONTROL
 TD1226
 TD1226  NAD 83(1986)-  48 47 11.81008(N)    097 37 49.35330(W) AD(       ) 4
 TD1226  NAD 27      -  48 47 11.82834(N)    097 37 48.01714(W) AD(       ) 3
 TD1226
 TD1226.Superseded values are not recommended for survey control.
 TD1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1226.See file dsdata.txt to determine how the superseded data were derived.
 TD1226
 TD1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0060404640(NAD 83)
 TD1226_MARKER: 21 = AIRPORT BEACON
 TD1226
 TD1226  HISTORY     - Date     Condition        Report By
 TD1226  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1226
 TD1226                          STATION DESCRIPTION
 TD1226
 TD1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1226'THE STATION IS THE CENTER OF THE LIGHT MOUNTED ON THE TOP OF A
 TD1226'46 FOOT HIGH STEEL TOWER, THE OVERALL HEIGHT BEING 50 FEET.
 TD1226'IT IS LOCATED ON THE GROUNDS OF THE CAVALIER MUNICIPAL AIRPORT,
 TD1226'0.6 MILES SOUTHWEST OF THE CENTER OF THE TOWN AND IS AT THE END
 TD1226'OF A GRAVEL ROAD.  THE RUNWAY EXTENDS IN A NORTHWEST - SOUTHEAST
 TD1226'DIRECTION, AND THE LIGHT IS 600 FEET NORTHEAST OF IT.  IT IS
 TD1226'PLANNED TO PAVE THE RUNWAY AND CHANGE ITS DIRECTION TO NORTH -
 TD1226'SOUTH IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1225 ***********************************************************************
 TD1225  DESIGNATION -  CAVALIER MUNICIPAL TANK
 TD1225  PID         -  TD1225
 TD1225  STATE/COUNTY-  ND/PEMBINA
 TD1225  USGS QUAD   -  CAVALIER (1964)
 TD1225
 TD1225                         *CURRENT SURVEY CONTROL
 TD1225  ___________________________________________________________________
 TD1225* NAD 83(1996)-  48 47 36.47793(N)    097 37 28.02792(W)     ADJUSTED  
 TD1225* NAVD 88     -                                                        
 TD1225  ___________________________________________________________________
 TD1225  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 TD1225  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 TD1225
 TD1225  HORZ ORDER  -  THIRD
 TD1225
 TD1225.The horizontal coordinates were established by classical geodetic methods
 TD1225.and adjusted by the National Geodetic Survey in January 1998..
 TD1225
 TD1225
 TD1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1225
 TD1225.The geoid height was determined by GEOID03.
 TD1225
 TD1225;                    North         East     Units Scale Factor Converg.
 TD1225;SPC ND N     -   203,353.636   811,231.120   MT  1.00001248   +2 08 23.2
 TD1225;SPC ND N     -   667,170.72  2,661,519.42   iFT  1.00001248   +2 08 23.2
 TD1225;UTM  14      - 5,405,409.242   601,025.109   MT  0.99972538   +1 02 05.9
 TD1225
 TD1225                          SUPERSEDED SURVEY CONTROL
 TD1225
 TD1225  NAD 83(1986)-  48 47 36.46791(N)    097 37 28.03081(W) AD(       ) 4
 TD1225  NAD 27      -  48 47 36.48864(N)    097 37 26.69033(W) AD(       ) 3
 TD1225
 TD1225.Superseded values are not recommended for survey control.
 TD1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1225.See file dsdata.txt to determine how the superseded data were derived.
 TD1225
 TD1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0102505409(NAD 83)
 TD1225_MARKER: 53 = ELEVATED TANK
 TD1225
 TD1225  HISTORY     - Date     Condition        Report By
 TD1225  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1225
 TD1225                          STATION DESCRIPTION
 TD1225
 TD1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1225'THE STATON IS THE CENTER OF THE TOP OF THE CAVALIER MUNICIPAL
 TD1225'WATER TANK, THAT HAS AN OVERALL HEIGHT OF 117 FEET.  IT IS A
 TD1225'HEMISPHERICAL BOTTOM TANK, LOCATED IN THE SOUTHWEST ANGLE OF THE
 TD1225'INTERSECTION OF MAIN STREET WEST AND 43RD STREET IN CAVALIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1028 ***********************************************************************
 TE1028  DESIGNATION -  CAVERS
 TE1028  PID         -  TE1028
 TE1028  STATE/COUNTY-  ND/CAVALIER
 TE1028  USGS QUAD   -  WALES (1970)
 TE1028
 TE1028                         *CURRENT SURVEY CONTROL
 TE1028  ___________________________________________________________________
 TE1028* NAD 83(1996)-  48 57 34.35458(N)    098 36 43.98705(W)     ADJUSTED  
 TE1028* NAVD 88     -       482.138  (meters)    1581.81   (feet)  ADJUSTED  
 TE1028  ___________________________________________________________________
 TE1028  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 TE1028  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE1028  DYNAMIC HT  -         482.257 (meters)    1582.20  (feet)  COMP
 TE1028  MODELED GRAV-     980,842.3   (mgal)                       NAVD 88
 TE1028
 TE1028  HORZ ORDER  -  FIRST
 TE1028  VERT ORDER  -  SECOND    CLASS 0
 TE1028
 TE1028.The horizontal coordinates were established by classical geodetic methods
 TE1028.and adjusted by the National Geodetic Survey in January 1998..
 TE1028
 TE1028.The orthometric height was determined by differential leveling
 TE1028.and adjusted by the National Geodetic Survey in June 1991..
 TE1028
 TE1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1028
 TE1028.The geoid height was determined by GEOID03.
 TE1028
 TE1028.The dynamic height is computed by dividing the NAVD 88
 TE1028.geopotential number by the normal gravity value computed on the
 TE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1028.degrees latitude (g = 980.6199 gals.).
 TE1028
 TE1028.The modeled gravity was interpolated from observed gravity values.
 TE1028
 TE1028;                    North         East     Units Scale Factor Converg.
 TE1028;SPC ND N     -   219,573.091   738,237.632   MT  1.00005274   +1 24 17.1
 TE1028;SPC ND N     -   720,384.16  2,422,039.48   iFT  1.00005274   +1 24 17.1
 TE1028;UTM  14      - 5,423,030.831   528,386.245   MT  0.99960990   +0 17 32.9
 TE1028
 TE1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1028!SPC ND N     -   0.99992822  x   1.00005274  =   0.99998096
 TE1028!UTM  14      -   0.99992822  x   0.99960990  =   0.99953815
 TE1028
 TE1028:                Primary Azimuth Mark                     Grid Az
 TE1028:SPC ND N     -  WALES CHURCH                             172 59 28.5
 TE1028:UTM  14      -  WALES CHURCH                             174 06 12.7
 TE1028
 TE1028|---------------------------------------------------------------------|
 TE1028| PID    Reference Object                     Distance      Geod. Az  |
 TE1028|                                                           dddmmss.s |
 TE1028| TE1812 WALES CHURCH                        APPROX. 7.4 KM 1742345.6 |
 TE1028|---------------------------------------------------------------------|
 TE1028
 TE1028                          SUPERSEDED SURVEY CONTROL
 TE1028
 TE1028  NAD 83(1986)-  48 57 34.34971(N)    098 36 43.97430(W) AD(       ) 1
 TE1028  NAD 27      -  48 57 34.33700(N)    098 36 42.53500(W) AD(       ) 1
 TE1028  NGVD 29 (??/??/92)  481.754  (m)         1580.55   (f) ADJ UNCH    2 0
 TE1028
 TE1028.Superseded values are not recommended for survey control.
 TE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1028.See file dsdata.txt to determine how the superseded data were derived.
 TE1028
 TE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2838623031(NAD 83)
 TE1028_MARKER: DS = TRIANGULATION STATION DISK
 TE1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1028+STABILITY: SURFACE MOTION
 TE1028
 TE1028  HISTORY     - Date     Condition        Report By
 TE1028  HISTORY     - 1925     MONUMENTED       CGS
 TE1028  HISTORY     - 1935     GOOD             CGS
 TE1028  HISTORY     - 1960     GOOD             CGS
 TE1028  HISTORY     - 1964     GOOD             NGS
 TE1028  HISTORY     - 1964     GOOD             CGS
 TE1028  HISTORY     - 1969     GOOD             USGS
 TE1028
 TE1028                          STATION DESCRIPTION
 TE1028
 TE1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TE1028'ABOUT 4 MILES EAST AND ONE-HALF MILE SOUTH OF THE TOWN OF
 TE1028'HANNAH.  THE STATION IS IN SEC. 12, T. 163 N., R. 62 W., FIFTH
 TE1028'PRINCIPAL MERIDIAN, AND ABOUT 30 METERS EAST OF A BARN.
 TE1028'
 TE1028'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY MARK.
 TE1028
 TE1028                          STATION RECOVERY (1935)
 TE1028
 TE1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TE1028'THE STATION IS 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 TE1028'BARN IN PLACE OF 98 FEET EAST AS GIVEN IN THE ORIGINAL DESCRIPTION.
 TE1028'THE STATION IS IN EXCELLENT CONDITION AND THE SURFACE MARK
 TE1028'PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.
 TE1028
 TE1028                          STATION RECOVERY (1960)
 TE1028
 TE1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 TE1028'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 TE1028'CONDITION.  A TO REACH FOLLOWS.
 TE1028'
 TE1028'TO REACH THE STATION FROM THE CUSTOMS HOUSE IN HANNA, GO WEST
 TE1028'ON MAIN STREET FOR 0.1 MILE TO CROSS ROADS.  TURN RIGHT AND
 TE1028'GO NORTH ON A GRAVEL ROAD FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT
 TE1028'AND GO EAST ON A GRAVEL SECTION ROAD FOR 3.7 MILES TO A
 TE1028'Y-INTERSECTION.  TAKE THE RIGHT FORK AND GO SOUTH ON A GRAVEL
 TE1028'ROAD FOR 1.2 MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 TE1028'GO WEST FOR 0.2 MILE TO A BARNYARD AND STATION SITE.
 TE1028
 TE1028                          STATION RECOVERY (1964)
 TE1028
 TE1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1028'4.75 MI N FROM WALES.
 TE1028'ABOUT 4.55 MILES NORTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE1028'WALES, THENCE 0.2 MILE WEST ALONG A PRIVATE DRIVEWAY LEADING TO
 TE1028'ABANDONED BUILDINGS, ON THE CREST OF A SMALL KNOLL, IN SECTION S 12, R
 TE1028'62, T 163 N, 70 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE OLD
 TE1028'BARN, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 FEET ABOVE THE
 TE1028'LEVEL OF THE GROUND.
 TE1028
 TE1028                          STATION RECOVERY (1964)
 TE1028
 TE1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TE1028'ABOUT 4.55 MILES NORTH ALONG A GRAVELED ROAD FROM THE PUBLIC
 TE1028'SCHOOL AT WALES, THENCE 0.2 MILE WEST ALONG A PRIVATE DRIVEWAY
 TE1028'LEADING TO A SET OF ABANDONED FARM BUILDINGS, IN S 12, R 62 W,
 TE1028'T 163 N, ON THE CREST OF A SMALL KNOLL, 70 FEET NORTHWEST OF THE
 TE1028'NORTHWEST CORNER OF AN OLD BARN, AND SET IN THE TOP OF A CONCRETE
 TE1028'POST PROJECTING 3 FEET.
 TE1028'
 TE1028'NO REFERENCE MARKS WERE RECOVERED.
 TE1028
 TE1028                          STATION RECOVERY (1969)
 TE1028
 TE1028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1028'THE STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 TE1028'
 TE1028'THE OLD DESCRIPTION IS ADEQUATE EXCEPT, THE BARN HAS BEEN TORN
 TE1028'DOWN AND THE MARK PROJECTS 3 FT.  STAMPING OBLITERATED.
 TE1028'
 TE1028'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0806 ***********************************************************************
 RP0806  DESIGNATION -  CAYUGA
 RP0806  PID         -  RP0806
 RP0806  STATE/COUNTY-  ND/SARGENT
 RP0806  USGS QUAD   -  CAYUGA (1958)
 RP0806
 RP0806                         *CURRENT SURVEY CONTROL
 RP0806  ___________________________________________________________________
 RP0806* NAD 83(1996)-  46 05 45.94209(N)    097 24 28.99020(W)     ADJUSTED  
 RP0806* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 RP0806  ___________________________________________________________________
 RP0806  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 RP0806  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 RP0806
 RP0806  HORZ ORDER  -  THIRD
 RP0806
 RP0806.The horizontal coordinates were established by classical geodetic methods
 RP0806.and adjusted by the National Geodetic Survey in January 1998..
 RP0806
 RP0806.The orthometric height was scaled from a topographic map.
 RP0806
 RP0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0806
 RP0806.The geoid height was determined by GEOID03.
 RP0806
 RP0806;                    North         East     Units Scale Factor Converg.
 RP0806;SPC ND S     -    52,439.150   839,040.100   MT  1.00001829   +2 15 18.8
 RP0806;SPC ND S     -   172,044.46  2,752,756.23   iFT  1.00001829   +2 15 18.8
 RP0806;UTM  14      - 5,105,956.264   623,054.001   MT  0.99978615   +1 08 49.7
 RP0806
 RP0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0806!SPC ND S     -   0.99994757  x   1.00001829  =   0.99996586
 RP0806!UTM  14      -   0.99994757  x   0.99978615  =   0.99973373
 RP0806
 RP0806:                Primary Azimuth Mark                     Grid Az
 RP0806:SPC ND S     -  CAYUGA AZ MK                             021 54 28.0
 RP0806:UTM  14      -  CAYUGA AZ MK                             023 00 57.1
 RP0806
 RP0806|---------------------------------------------------------------------|
 RP0806| PID    Reference Object                     Distance      Geod. Az  |
 RP0806|                                                           dddmmss.s |
 RP0806| CO5358 CAYUGA AZ MK                                       0240946.8 |
 RP0806| CO5359 CAYUGA RM 1                           5.919 METERS 06717     |
 RP0806| RP0807 CAYUGA ST PETER ST PAULS CH         APPROX. 2.9 KM 1463724.4 |
 RP0806| CO5360 CAYUGA RM 2                           5.222 METERS 15324     |
 RP0806|---------------------------------------------------------------------|
 RP0806
 RP0806                          SUPERSEDED SURVEY CONTROL
 RP0806
 RP0806  NAD 83(1986)-  46 05 45.94108(N)    097 24 28.98434(W) AD(       ) 3
 RP0806  NAD 27      -  46 05 46.07400(N)    097 24 27.64700(W) AD(       ) 3
 RP0806
 RP0806.Superseded values are not recommended for survey control.
 RP0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0806.See file dsdata.txt to determine how the superseded data were derived.
 RP0806
 RP0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2305405956(NAD 83)
 RP0806_MARKER: DS = TRIANGULATION STATION DISK
 RP0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0806
 RP0806  HISTORY     - Date     Condition        Report By
 RP0806  HISTORY     - 1954     MONUMENTED       CGS
 RP0806
 RP0806                          STATION DESCRIPTION
 RP0806
 RP0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0806'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CAYUGA ON A
 RP0806'PROMINENT KNOLL 0.1 MILE NORTH OF THE TENNANT HOUSE ON PROPERTY
 RP0806'OF MR. ELMER HOPPA.
 RP0806'
 RP0806'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 RP0806'11 AND COUNTY ROAD D, JUST NORTH OF CAYUGA, GO WEST ON STATE
 RP0806'HIGHWAY 11 FOR 1.0 MILE TO CROSSROADS, THENCE RIGHT, NORTH,
 RP0806'FOR 1.0 MILE TO A DRIVEWAY ON THE LEFT.  (THE AZIMUTH MARK IS 0.4
 RP0806'MILE STRAIGHT AHEAD, ON THE RIGHT, FROM THIS DRIVEWAY) TURN
 RP0806'LEFT, WEST, FOLLOWING DRIVEWAY FOR 0.15 MILE TO GATE AT THE
 RP0806'NORTH ONE OF TWO HOUSES.  PASS THROUGH GATE AND GO NORTH
 RP0806'TO THE SUMMIT OF THE KNOLL AND THE STATION SITE.
 RP0806'
 RP0806'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0806'POST PROJECTING 1 INCH.  IT IS 5 FEET SOUTH OF A WITNESS POST.
 RP0806'THE MARK IS STAMPED CAYUGA 1954.
 RP0806'
 RP0806'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0806'POST PROJECTING 1 INCH.  IT IS STAMPED CAYUGA NO 1 1954.
 RP0806'
 RP0806'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0806'POST PROJECTING 1 INCH.  IT IS STAMPED CAYUGA NO 2 1954.
 RP0806'
 RP0806'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0806'POST FLUSH.  IT IS 45 FEET SOUTH OF THE SOUTH RAIL OF THE SOO
 RP0806'LINE RAILROAD, 32 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RP0806'3 FEET NORTHWEST OF A POWER POLE, 3 FEET EAST OF A WITNESS POST
 RP0806'AND IN THE FENCE LINE.  THE MARK IS STAMPED CAYUGA 1954.
 RP0806'
 RP0806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0807 ***********************************************************************
 RP0807  DESIGNATION -  CAYUGA ST PETER ST PAULS CH
 RP0807  PID         -  RP0807
 RP0807  STATE/COUNTY-  ND/SARGENT
 RP0807  USGS QUAD   -  CAYUGA (1958)
 RP0807
 RP0807                         *CURRENT SURVEY CONTROL
 RP0807  ___________________________________________________________________
 RP0807* NAD 83(1996)-  46 04 26.27257(N)    097 23 13.58396(W)     ADJUSTED  
 RP0807* NAVD 88     -                                                        
 RP0807  ___________________________________________________________________
 RP0807  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 RP0807  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RP0807
 RP0807  HORZ ORDER  -  THIRD
 RP0807
 RP0807.The horizontal coordinates were established by classical geodetic methods
 RP0807.and adjusted by the National Geodetic Survey in January 1998..
 RP0807
 RP0807
 RP0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0807
 RP0807.The geoid height was determined by GEOID03.
 RP0807
 RP0807;                    North         East     Units Scale Factor Converg.
 RP0807;SPC ND S     -    50,045.123   840,756.070   MT  1.00002329   +2 16 13.8
 RP0807;SPC ND S     -   164,190.04  2,758,386.06   iFT  1.00002329   +2 16 13.8
 RP0807;UTM  14      - 5,103,530.055   624,722.954   MT  0.99979123   +1 09 42.5
 RP0807
 RP0807                          SUPERSEDED SURVEY CONTROL
 RP0807
 RP0807  NAD 83(1986)-  46 04 26.27069(N)    097 23 13.57713(W) AD(       ) 4
 RP0807  NAD 27      -  46 04 26.40500(N)    097 23 12.24100(W) AD(       ) 3
 RP0807
 RP0807.Superseded values are not recommended for survey control.
 RP0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0807.See file dsdata.txt to determine how the superseded data were derived.
 RP0807
 RP0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2472303530(NAD 83)
 RP0807_MARKER: 90 = CHURCH SPIRE
 RP0807
 RP0807  HISTORY     - Date     Condition        Report By
 RP0807  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0807
 RP0807                          STATION DESCRIPTION
 RP0807
 RP0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0807'POINT OBSERVED UPON WAS THE TIP OF SPIRE, SS. PETER AND PAUL
 RP0807'CATHOLIC CHURCH, BUILT IN 1917, 108 FEET HIGH, LOCATED IN NW PART
 RP0807'OF CAYUGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1863 ***********************************************************************
 TG1863  DESIGNATION -  CEDAR
 TG1863  PID         -  TG1863
 TG1863  STATE/COUNTY-  ND/WILLIAMS
 TG1863  USGS QUAD   -  LAKE JESSIE (1978)
 TG1863
 TG1863                         *CURRENT SURVEY CONTROL
 TG1863  ___________________________________________________________________
 TG1863* NAD 83(1996)-  48 05 13.30893(N)    103 24 04.16411(W)     ADJUSTED  
 TG1863* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 TG1863  ___________________________________________________________________
 TG1863  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 TG1863  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1863
 TG1863  HORZ ORDER  -  FIRST
 TG1863
 TG1863.The horizontal coordinates were established by classical geodetic methods
 TG1863.and adjusted by the National Geodetic Survey in January 1998..
 TG1863
 TG1863.The orthometric height was scaled from a topographic map.
 TG1863
 TG1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1863
 TG1863.The geoid height was determined by GEOID03.
 TG1863
 TG1863;                    North         East     Units Scale Factor Converg.
 TG1863;SPC ND N     -   124,928.114   383,929.541   MT  0.99993584   -2 09 31.9
 TG1863;SPC ND N     -   409,869.14  1,259,611.35   iFT  0.99993584   -2 09 31.9
 TG1863;UTM  13      - 5,327,209.737   619,064.144   MT  0.99977419   +1 11 23.8
 TG1863
 TG1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1863!SPC ND N     -   0.99988333  x   0.99993584  =   0.99981918
 TG1863!UTM  13      -   0.99988333  x   0.99977419  =   0.99965755
 TG1863
 TG1863:                Primary Azimuth Mark                     Grid Az
 TG1863:SPC ND N     -  ASC BM 53                                120 48 30.3
 TG1863:UTM  13      -  ASC BM 53                                117 27 34.6
 TG1863
 TG1863|---------------------------------------------------------------------|
 TG1863| PID    Reference Object                     Distance      Geod. Az  |
 TG1863|                                                           dddmmss.s |
 TG1863| CQ6968 ASC BM 53                                          1183858.4 |
 TG1863| CQ8046 CEDAR RM 1                           15.453 METERS 24331     |
 TG1863| CQ8047 CEDAR RM 2                           18.653 METERS 34149     |
 TG1863|---------------------------------------------------------------------|
 TG1863
 TG1863                          SUPERSEDED SURVEY CONTROL
 TG1863
 TG1863  NAD 83(1986)-  48 05 13.30844(N)    103 24 04.16106(W) AD(       ) 1
 TG1863  NAD 27      -  48 05 13.22000(N)    103 24 02.48000(W) AD(       ) 1
 TG1863
 TG1863.Superseded values are not recommended for survey control.
 TG1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1863.See file dsdata.txt to determine how the superseded data were derived.
 TG1863
 TG1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP1906427210(NAD 83)
 TG1863_MARKER: DS = TRIANGULATION STATION DISK
 TG1863_SETTING: 0 = UNSPECIFIED SETTING
 TG1863
 TG1863  HISTORY     - Date     Condition        Report By
 TG1863  HISTORY     - 1945     MONUMENTED       CGS
 TG1863
 TG1863                          STATION DESCRIPTION
 TG1863
 TG1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1863'STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF HILLS
 TG1863'OVERLOOKING THE MISSOURI RIVER AND 0.6 MILE W OF MR. YOUNGMANS
 TG1863'FARM HOME.  IT IS SITUATED ON THE HIGHEST GROUND, ABOUT 8 FEET N
 TG1863'OF A STANDARD WITNESS POST.  THE MARK PROJECTS 3 INCHES ABOVE
 TG1863'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CEDAR 1945.
 TG1863'
 TG1863'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1863'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1863'
 TG1863'REFERENCE MARK 1 IS 50.70 FEET SW OF THE STATION.  THE MARK
 TG1863'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 TG1863'IS STAMPED CEDAR NO 1 1945.  IT IS A BRONZE REFERENCE DISK SET
 TG1863'IN TOP OF A CONCRETE POST.
 TG1863'
 TG1863'REFERENCE MARK 2 IS 61.20 FEET NNW OF THE STATION.  THE MARK
 TG1863'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND THE DISK
 TG1863'IS STAMPED CEDAR NO 2 1945.  IT IS A BRONZE REFERENCE DISK SET IN
 TG1863'TOP OF A CONCRETE POST.
 TG1863'
 TG1863'THE AZIMUTH MARK IS APPROXIMATELY 0.85 MILE SE OF THE STATION.
 TG1863'THIS MARK IS A BROCK AND WEYMOUTH SURVEY DISK SET IN A 6- BY
 TG1863'6-INCH CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 TG1863'OF THE GROUND.  THE DISK IS STAMPED ASC BM 53 1943.  THE MARK
 TG1863'IS SITUATED 77 FEET S OF A SIGNBOARD, 22 FEET W OF THE CENTER
 TG1863'OF A GATE, 5 FEET S OF A STANDARD WITNESS POST, AND 2 FEET NE
 TG1863'OF A FENCE CORNER.
 TG1863'
 TG1863'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO S
 TG1863'ONE BLOCK, THEN TURN LEFT OR E ON BROADWAY AND FOLLOW THE MAIN
 TG1863'GRAVELED ROAD E FOR 3.8 MILES TO A FORK.  (ANOTHER FORK IS ABOUT
 TG1863'0.05 MILE BEYOND.) TAKE THE RIGHT FORK AND GO 3.4 MILES TO A
 TG1863'T-ROAD LEFT.  TURN LEFT AND GO 2.8 MILES TO A YELLOW HOUSE ON THE
 TG1863'LEFT.  CONTINUE STRAIGHT AHEAD AND GO 2.0 MILES THEN KEEP RIGHT
 TG1863'AT A FRAME SCHOOLHOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 1.2
 TG1863'MILES TO A POINT WHERE THE ROAD TURNS RIGHT AND A SCHOOLHOUSE
 TG1863'ON THE LEFT.  DRIVE S FOR 1.5 MILES TO THE DRIVEWAY AND HOME
 TG1863'OF MR. YOUNGMAN.* TURN RIGHT TO THE HOUSE AND PASS THROUGH A
 TG1863'WIRE GATE ON THE LEFT.  THEN FOLLOW A DIM TRACK ROAD N AND
 TG1863'W TO A WIRE GATE IN A N-S FENCE LINE AT THE BASE OF THE
 TG1863'HILL.  PASS THROUGH THE GATE AND DRIVE TO THE TOP OF THE HILL
 TG1863'AND STATION.
 TG1863'
 TG1863'*FROM THIS POINT CONTINUE S FOR 0.2 MILE TO THE AZIMUTH MARK ON
 TG1863'THE RIGHT AS DESCRIBED.
 TG1863'
 TG1863'HEIGHT OF LIGHT ABOVE STATION MARK - 7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0805 ***********************************************************************
 SO0805  DESIGNATION -  CEDAR BUTTE
 SO0805  PID         -  SO0805
 SO0805  STATE/COUNTY-  ND/MCKENZIE
 SO0805  USGS QUAD   -  WATFORD CITY NW (1978)
 SO0805
 SO0805                         *CURRENT SURVEY CONTROL
 SO0805  ___________________________________________________________________
 SO0805* NAD 83(1996)-  47 57 36.28711(N)    103 25 35.54575(W)     ADJUSTED  
 SO0805* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 SO0805  ___________________________________________________________________
 SO0805  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 SO0805  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SO0805
 SO0805  HORZ ORDER  -  SECOND
 SO0805
 SO0805.The horizontal coordinates were established by classical geodetic methods
 SO0805.and adjusted by the National Geodetic Survey in January 1998..
 SO0805
 SO0805.The orthometric height was scaled from a topographic map.
 SO0805
 SO0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0805
 SO0805.The geoid height was determined by GEOID03.
 SO0805
 SO0805;                    North         East     Units Scale Factor Converg.
 SO0805;SPC ND N     -   110,895.022   381,503.573   MT  0.99993820   -2 10 39.9
 SO0805;SPC ND N     -   363,828.81  1,251,652.14   iFT  0.99993820   -2 10 39.9
 SO0805;UTM  13      - 5,313,061.260   617,462.022   MT  0.99976954   +1 10 07.3
 SO0805
 SO0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0805!SPC ND N     -   0.99988801  x   0.99993820  =   0.99982622
 SO0805!UTM  13      -   0.99988801  x   0.99976954  =   0.99965757
 SO0805
 SO0805|---------------------------------------------------------------------|
 SO0805| PID    Reference Object                     Distance      Geod. Az  |
 SO0805|                                                           dddmmss.s |
 SO0805| CQ8049 CEDAR BUTTE RM 1                      5.825 METERS 03011     |
 SO0805| CQ8048 CEDAR BUTTE AZ MK                                  0963144.4 |
 SO0805| CQ8050 CEDAR BUTTE RM 2                      6.560 METERS 28750     |
 SO0805|---------------------------------------------------------------------|
 SO0805
 SO0805                          SUPERSEDED SURVEY CONTROL
 SO0805
 SO0805  NAD 83(1986)-  47 57 36.28673(N)    103 25 35.54235(W) AD(       ) 2
 SO0805  NAD 27      -  47 57 36.19000(N)    103 25 33.86000(W) AD(       ) 2
 SO0805
 SO0805.Superseded values are not recommended for survey control.
 SO0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0805.See file dsdata.txt to determine how the superseded data were derived.
 SO0805
 SO0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP1746213061(NAD 83)
 SO0805_MARKER: DS = TRIANGULATION STATION DISK
 SO0805_SETTING: 0 = UNSPECIFIED SETTING
 SO0805
 SO0805  HISTORY     - Date     Condition        Report By
 SO0805  HISTORY     - 1945     MONUMENTED       CGS
 SO0805
 SO0805                          STATION DESCRIPTION
 SO0805
 SO0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SO0805'STATION IS LOCATED ABOUT 16 MILES (AIRLINE) SE OF WILLISTON,
 SO0805'ABOUT 12 MILES N OF ARNEGARD, ON A HIGH KNOLL OVERLOOKING THE
 SO0805'MISSOURI RIVER AND KNOWN AS CEDAR BUTTE.  IT IS ON THE HIGHEST
 SO0805'POINT OF THE HILL AND 10 FEET E OF A STANDARD WITNESS POST.
 SO0805'THE DISK IS STAMPED CEDAR BUTTE 1945 AND PROJECTS ABOUT 6
 SO0805'INCHES.
 SO0805'
 SO0805'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 SO0805'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 SO0805'
 SO0805'REFERENCE MARK 1 IS 19.11 FEET N OF THE STATION, ON THE N SLOPE
 SO0805'OF THE HILL.  THE DISK IS STAMPED CEDAR BUTTE NO 1 1945 AND
 SO0805'PROJECTS ABOUT 4 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN
 SO0805'TOP OF A CONCRETE POST.
 SO0805'
 SO0805'REFERENCE MARK 2 IS 21.52 FEET W OF THE STATION AND 15.8
 SO0805'FEET NW OF A STANDARD WITNESS POST.  THE DISK IS STAMPED
 SO0805'CEDAR BUTTE NO 2 1945 AND PROJECTS 2 INCHES.  IT IS A BRONZE
 SO0805'REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 SO0805'
 SO0805'AZIMUTH MARK IS ABOUT 0.5 MILE E OF THE STATION, IN THE N-S
 SO0805'FENCE LINE.  IT IS 2 FEET E OF THE FENCE AND 3 FEET N OF A
 SO0805'STANDARD WITNESS POST.  THE DISK IS STAMPED CEDAR BUTTE 1945
 SO0805'AND PROJECTS ABOUT 4 INCHES.  IT IS A BRONZE AZIMUTH DISK SET
 SO0805'IN TOP OF A CONCRETE POST.
 SO0805'
 SO0805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 SO0805'85, ABOUT 4.6 MILES W OF THE MAIN INTERSECTION IN WILLISTON,
 SO0805'GO S ON U.S. HIGHWAY 85 FOR 10.35 MILES TO CROSSROADS AND
 SO0805'SIGN 9 MILES TO ANDERS MADSON, TURN LEFT AND GO 7.6 MILES TO A
 SO0805'SCHOOL ON THE RIGHT, CONTINUE ON MAIN ROAD FOR 5.3 MILES TO
 SO0805'A FORK AND A MAIL BOX ON A LARGE PLATFORM, TAKE LEFT FORK AND GO
 SO0805'4.2 MILES, TURN LEFT AND GO 0.5 MILE TO A FORK AND MAIL BOXES
 SO0805'ON A WAGON WHEEL, TAKE LEFT FORK AND GO 0.5 MILE TO A
 SO0805'FARMYARD, PASS BETWEEN HOUSE AND BARN AND CONTINUE ON MAIN
 SO0805'ROAD FOR 2.5 MILES TO ANOTHER FARMYARD AND A RED TANK ON
 SO0805'THE LEFT.  CONTINUE, PASSING HOUSE ON THE N SIDE AND GO 0.3 MILE,
 SO0805'TURN LEFT JUST S OF GATE AND FOLLOW TRACK ROAD UP STEEP
 SO0805'GRADE 0.7 MILE, HERE TURN RIGHT AT FENCE CORNER AND
 SO0805'FOLLOW HILLTOPS FOR 0.45 MILE TO A FORK, TAKE RIGHT
 SO0805'FORK AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT IN
 SO0805'THE FENCE LINE.  CONTINUE 0.2 MILE TO A GATE WITH HIGH
 SO0805'POLES, PASS THROUGH GATE AND GO UP STEEP GRADE AND FOLLOW
 SO0805'TRAIL ALONG THE RIDGE 0.3 MILE AND STATION.
 SO0805'
 SO0805'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1726 ***********************************************************************
 TE1726  DESIGNATION -  CEMETERY
 TE1726  PID         -  TE1726
 TE1726  STATE/COUNTY-  ND/CAVALIER
 TE1726  USGS QUAD   -  MAIDA (1967)
 TE1726
 TE1726                         *CURRENT SURVEY CONTROL
 TE1726  ___________________________________________________________________
 TE1726* NAD 83(1996)-  48 58 17.62838(N)    098 15 18.60652(W)     ADJUSTED  
 TE1726* NAVD 88     -       471.5    (meters)    1547.     (feet)  VERTCON   
 TE1726  ___________________________________________________________________
 TE1726  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 TE1726  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE1726
 TE1726  HORZ ORDER  -  SECOND
 TE1726
 TE1726.The horizontal coordinates were established by classical geodetic methods
 TE1726.and adjusted by the National Geodetic Survey in January 1998..
 TE1726
 TE1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1726
 TE1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1726
 TE1726.The geoid height was determined by GEOID03.
 TE1726
 TE1726;                    North         East     Units Scale Factor Converg.
 TE1726;SPC ND N     -   221,611.029   764,337.755   MT  1.00005598   +1 40 13.6
 TE1726;SPC ND N     -   727,070.31  2,507,669.80   iFT  1.00005598   +1 40 13.6
 TE1726;UTM  14      - 5,424,561.921   554,509.655   MT  0.99963650   +0 33 42.8
 TE1726
 TE1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1726!SPC ND N     -   0.99992998  x   1.00005598  =   0.99998595
 TE1726!UTM  14      -   0.99992998  x   0.99963650  =   0.99956650
 TE1726
 TE1726|---------------------------------------------------------------------|
 TE1726| PID    Reference Object                     Distance      Geod. Az  |
 TE1726|                                                           dddmmss.s |
 TE1726| CO7436 CEMETERY RM 2                        18.658 METERS 18010     |
 TE1726| TE1730 REBAR 901                           APPROX. 2.5 KM 2501610.5 |
 TE1726| CO7435 CEMETERY RM 1                        18.507 METERS 27054     |
 TE1726|---------------------------------------------------------------------|
 TE1726
 TE1726                          SUPERSEDED SURVEY CONTROL
 TE1726
 TE1726  NAD 83(1986)-  48 58 17.62040(N)    098 15 18.59462(W) AD(       ) 2
 TE1726  NAD 27      -  48 58 17.62210(N)    098 15 17.20065(W) AD(       ) 2
 TE1726  NGVD 29 (07/19/86)  471.1    (m)         1546.     (f) VERT ANG       
 TE1726
 TE1726.Superseded values are not recommended for survey control.
 TE1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1726.See file dsdata.txt to determine how the superseded data were derived.
 TE1726
 TE1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5451024562(NAD 83)
 TE1726_MARKER: DD = SURVEY DISK
 TE1726_SETTING: 0 = UNSPECIFIED SETTING
 TE1726
 TE1726  HISTORY     - Date     Condition        Report By
 TE1726  HISTORY     - 1969     MONUMENTED       USGS
 TE1726
 TE1726                          STATION DESCRIPTION
 TE1726
 TE1726'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1726'THE STATION IS ABOUT 5.2 MI ESE. OF MAIDA, ABOUT 150 FT N. OF THE
 TE1726'QUARTER COR. BETWEEN SECS. 2 AND 3, T. 163 N., R. 59 W., AT THE NE.
 TE1726'COR. OF A CEMETERY YARD FENCE.
 TE1726'
 TE1726'TO REACH FROM THE CENTER OF MAIDA, GO S. ON ST. HWY. 1 FOR 1.3 MI TO
 TE1726'A CROSSROAD, TURN LEFT AND GO E. FOR 5.0 MI TO A T-RD. W., TURN
 TE1726'RIGHT AND GO S. FOR 0.50 MI TO A CEMETERY AND THE STATION ON A SMALL
 TE1726'KNOLL.
 TE1726'
 TE1726'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED RODS
 TE1726'SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO
 TE1726'WITHIN 1 IN. OF CAP, STAMPED ET CEMETERY 1969 IS 88 FT E. CENTER
 TE1726'GRAVEL RD., 2.5 FT S. AND 1.5 FT E. OF NE. CEMETERY FENCE COR.,
 TE1726'THE MARK IS FLUSH WITH THE GROUND.
 TE1726'
 TE1726'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1726'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1726'TO WITHIN 1 IN. OF CAP, STAMPED CEMETERY NO 1 1969, IS W. OF THE
 TE1726'STATION, 27 FT E. OF CENTER OF GRAVEL RD.  2 FT S. AND 2 FT W. OF
 TE1726'NW. CEMETERY FENCE COR., THE MARK IS FLUSH WITH THE GROUND.
 TE1726'
 TE1726'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1726'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1726'TO WITHIN 1 IN. OF CAP, STAMPED CEMETERY NO 2 1969 IS S. OF THE
 TE1726'STATION, 88 FT E. CENTER GRAVEL RD., 64 FT S. AND 1.5 FT E. OF NE.
 TE1726'CEMETERY FENCE COR., THE MARK IS FLUSH WITH THE GROUND.
 TE1726'
 TE1726'NO AZIMUTH MARK WAS SET.
 TE1726'
 TE1726'REFERENCE AZIMUTH USED - HOMEN CHURCH SPIRE (CHECKED BY 1965 ET)
 TE1726'HOMEN CHURCH SPIRE, THE WHITE CHURCH WITH A TALL BLACK SPIRE AT
 TE1726'HOMEN, CENTER OF THE SPIRE.
 TE1726'
 TE1726'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1022 ***********************************************************************
 RP1022  DESIGNATION -  CENTER
 RP1022  PID         -  RP1022
 RP1022  STATE/COUNTY-  ND/RICHLAND
 RP1022  USGS QUAD   -  DWIGHT (1979)
 RP1022
 RP1022                         *CURRENT SURVEY CONTROL
 RP1022  ___________________________________________________________________
 RP1022* NAD 83(1996)-  46 15 39.68406(N)    096 40 40.21284(W)     ADJUSTED  
 RP1022* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 RP1022  ___________________________________________________________________
 RP1022  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RP1022  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RP1022
 RP1022  HORZ ORDER  -  THIRD
 RP1022
 RP1022.The horizontal coordinates were established by classical geodetic methods
 RP1022.and adjusted by the National Geodetic Survey in January 1998..
 RP1022
 RP1022.The orthometric height was scaled from a topographic map.
 RP1022
 RP1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1022
 RP1022.The geoid height was determined by GEOID03.
 RP1022
 RP1022;                    North         East     Units Scale Factor Converg.
 RP1022;SPC ND S     -    73,234.326   894,561.539   MT  0.99998563   +2 47 16.1
 RP1022;SPC ND S     -   240,270.10  2,934,913.19   iFT  0.99998563   +2 47 16.1
 RP1022;SPC MN C     -   243,026.038   612,861.808   MT  0.99992285   -1 45 22.6
 RP1022;UTM  14      - 5,125,670.547   678,960.971   MT  0.99999371   +1 40 41.5
 RP1022
 RP1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1022!SPC ND S     -   0.99995869  x   0.99998563  =   0.99994432
 RP1022!SPC MN C     -   0.99995869  x   0.99992285  =   0.99988154
 RP1022!UTM  14      -   0.99995869  x   0.99999371  =   0.99995240
 RP1022
 RP1022|---------------------------------------------------------------------|
 RP1022| PID    Reference Object                     Distance      Geod. Az  |
 RP1022|                                                           dddmmss.s |
 RP1022| CP3508 CENTER RM 1                          52.310 METERS 03208     |
 RP1022| RP1011 BRECKENRIDGE RAD STA KBMW MAST      APPROX. 7.2 KM 0723101.9 |
 RP1022| RP1009 BRECKENRIDGE MUNICIPAL TANK         APPROX. 6.9 KM 0834423.8 |
 RP1022| RP1016 WAHPETON MUNICIPAL TANK             APPROX. 6.1 KM 0841818.9 |
 RP1022| RP1207 CENTER 2 RM 5                                      1825248.0 |
 RP1022| RP1028 CENTER 2                             47.635 METERS 21859     |
 RP1022| CP3509 CENTER RM 2                          22.882 METERS 26550     |
 RP1022| CP3507 CENTER AZ MK                                       2695930.3 |
 RP1022|---------------------------------------------------------------------|
 RP1022
 RP1022                          SUPERSEDED SURVEY CONTROL
 RP1022
 RP1022  NAD 83(1986)-  46 15 39.68230(N)    096 40 40.20357(W) AD(       ) 3
 RP1022  NAD 27      -  46 15 39.83100(N)    096 40 38.92800(W) AD(       ) 3
 RP1022
 RP1022.Superseded values are not recommended for survey control.
 RP1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1022.See file dsdata.txt to determine how the superseded data were derived.
 RP1022
 RP1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7896125671(NAD 83)
 RP1022_MARKER: DS = TRIANGULATION STATION DISK
 RP1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1022
 RP1022  HISTORY     - Date     Condition        Report By
 RP1022  HISTORY     - 1954     MONUMENTED       CGS
 RP1022  HISTORY     - 1973     SEE DESCRIPTION  NGS
 RP1022
 RP1022                          STATION DESCRIPTION
 RP1022
 RP1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1022'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE SOUTHWEST
 RP1022'1/4 OF SEC. 10, T.132 N., R.48 W., ABOUT 3.5 MILES, AIRLINE,
 RP1022'WEST OF WAHPETON, ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 RP1022'81 AND STATE HIGHWAY 13.
 RP1022'
 RP1022'TO REACH FROM THE POST OFFICE AT WAHPETON--GO WEST AND SOUTH
 RP1022'ON HIGHWAY 13 FOR 0.4 MILES TO JUNCTION OF U.S. 81, CONTINUE
 RP1022'WEST ON HIGHWAYS 13 AND 81 FOR 3.0 MILES TO STATION ON LEFT.
 RP1022'
 RP1022'THE STATION MARK, 98 FEET EAST OF THE CENTER OF A T-ROAD
 RP1022'SOUTH, AND 72 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 81,
 RP1022'IS LEVEL WITH THE GROUND SURFACE, AND THE DISK IS STAMPED,
 RP1022'CENTER 1954.
 RP1022'
 RP1022'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF THE STATION, IS
 RP1022'75 FEET NORTH OF THE CENTER LINE OF HIGHWAY 81, 1 FOOT WEST OF
 RP1022'A TELEPHONE POLE AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 RP1022'CENTER NO 1 1954.
 RP1022'
 RP1022'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 75 FEET SOUTH
 RP1022'OF THE CENTER LINE OF HIGHWAY 81, 23 FEET EAST OF THE CENTER
 RP1022'OF A GRAVEL ROAD TO SOUTH, AND PROJECTS 6 INCHES.  THE DISK
 RP1022'IS STAMPED CENTER NO 1 1954.
 RP1022'
 RP1022'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILES WEST, IS 70.4 FEET
 RP1022'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 81, 2 FEET SOUTHEAST
 RP1022'OF A WHITE WITNESS POST AND PROJECTS 5 INCHES.  THE DISK IS
 RP1022'STAMPED, CENTER 1954
 RP1022'
 RP1022'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 RP1022
 RP1022                          STATION RECOVERY (1973)
 RP1022
 RP1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 RP1022'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 RP1022'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 RP1022'TO REFERENCE MARK NO. 2 CHECKED GOOD IN METERS, BUT A DISCREPANCY
 RP1022'OF 3 FEET WAS FOUND IN THE FOOT MEASUREMENT.  ALL OF THE MARKS
 RP1022'WERE IN THE WAY OF NEW CONSTRUCTION ON U.S. HIGHWAY 81 AND
 RP1022'WERE MOVED AT THE REQUEST OF THE NORTH DAKOTA STATE HIGHWAY
 RP1022'DEPARTMENT.
 RP1022'
 RP1022'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR CENTER 2.
 RP1022'
 RP1022'THE DISKS WERE REMOVED FROM ALL OF THE MARKS OF STATION
 RP1022'CENTER 1954 AT THIS TIME.
 RP1022'
 RP1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5
 RP1022'MILES W OF WAPETON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1028 ***********************************************************************
 RP1028  DESIGNATION -  CENTER 2
 RP1028  PID         -  RP1028
 RP1028  STATE/COUNTY-  ND/RICHLAND
 RP1028  USGS QUAD   -  DWIGHT (1979)
 RP1028
 RP1028                         *CURRENT SURVEY CONTROL
 RP1028  ___________________________________________________________________
 RP1028* NAD 83(1996)-  46 15 38.48477(N)    096 40 41.61197(W)     ADJUSTED  
 RP1028* NAVD 88     -       290.567  (meters)     953.30   (feet)  ADJUSTED  
 RP1028  ___________________________________________________________________
 RP1028  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RP1028  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RP1028  DYNAMIC HT  -         290.571 (meters)     953.32  (feet)  COMP
 RP1028  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 RP1028
 RP1028  HORZ ORDER  -  THIRD
 RP1028  VERT ORDER  -  FIRST     CLASS II
 RP1028
 RP1028.The horizontal coordinates were established by classical geodetic methods
 RP1028.and adjusted by the National Geodetic Survey in January 1998..
 RP1028.No horizontal observational check was made to the station.
 RP1028
 RP1028.The orthometric height was determined by differential leveling
 RP1028.and adjusted by the National Geodetic Survey in June 1991..
 RP1028
 RP1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1028
 RP1028.The geoid height was determined by GEOID03.
 RP1028
 RP1028.The dynamic height is computed by dividing the NAVD 88
 RP1028.geopotential number by the normal gravity value computed on the
 RP1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1028.degrees latitude (g = 980.6199 gals.).
 RP1028
 RP1028.The modeled gravity was interpolated from observed gravity values.
 RP1028
 RP1028;                    North         East     Units Scale Factor Converg.
 RP1028;SPC ND S     -    73,195.883   894,533.411   MT  0.99998569   +2 47 15.1
 RP1028;SPC ND S     -   240,143.97  2,934,820.90   iFT  0.99998569   +2 47 15.1
 RP1028;SPC MN C     -   242,989.946   612,830.725   MT  0.99992286   -1 45 23.6
 RP1028;UTM  14      - 5,125,632.656   678,932.105   MT  0.99999358   +1 40 40.5
 RP1028
 RP1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1028!SPC ND S     -   0.99995864  x   0.99998569  =   0.99994433
 RP1028!SPC MN C     -   0.99995864  x   0.99992286  =   0.99988150
 RP1028!UTM  14      -   0.99995864  x   0.99999358  =   0.99995222
 RP1028
 RP1028|---------------------------------------------------------------------|
 RP1028| PID    Reference Object                     Distance      Geod. Az  |
 RP1028|                                                           dddmmss.s |
 RP1028| RP1205 CENTER 2 RM 3                         7.755 METERS 00225     |
 RP1028| CP3509 CENTER RM 2                          36.079 METERS 01126     |
 RP1028| RP1022 CENTER                               47.635 METERS 03859     |
 RP1028| RP1015 BRECKENRIDGE MUN WATER TANK         APPROX. 6.9 KM 0833650.4 |
 RP1028| RP1016 WAHPETON MUNICIPAL TANK             APPROX. 6.1 KM 0835916.7 |
 RP1028| RP1207 CENTER 2 RM 5                                      1804029.3 |
 RP1028| RP1206 CENTER 2 RM 4                        12.330 METERS 18142     |
 RP1028|---------------------------------------------------------------------|
 RP1028
 RP1028                          SUPERSEDED SURVEY CONTROL
 RP1028
 RP1028  NAD 83(1986)-  46 15 38.48301(N)    096 40 41.60269(W) AD(       ) 3
 RP1028  NAD 27      -  46 15 38.63173(N)    096 40 40.32692(W) AD(       ) 3
 RP1028
 RP1028.Superseded values are not recommended for survey control.
 RP1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1028.See file dsdata.txt to determine how the superseded data were derived.
 RP1028
 RP1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7893225633(NAD 83)
 RP1028_MARKER: DH = HORIZONTAL CONTROL DISK
 RP1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1028_SP_SET: CONCRETE POST
 RP1028_STAMPING: CENTER 2 1973
 RP1028_MARK LOGO: CGS   
 RP1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1028+STABILITY: SURFACE MOTION
 RP1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1028+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1028
 RP1028  HISTORY     - Date     Condition        Report By
 RP1028  HISTORY     - 1973     MONUMENTED       NGS
 RP1028  HISTORY     - 19900723 GOOD             NGS
 RP1028
 RP1028                          STATION DESCRIPTION
 RP1028
 RP1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1028'5.1 KM (3.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1028'STATE HIGHWAY 27 IN WAHPETON, 32.8 M (107.6 FT) SOUTH OF THE
 RP1028'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.3 M (43.6 FT)
 RP1028'EAST OF THE CENTERLINE OF A COUNTY ROAD, 7.9 M (25.9 FT) SOUTH OF
 RP1028'REFERENCE MARK 3, 4.3 M (14.1 FT) SOUTH OF A UTILITY PEDESTAL, 1.2 M
 RP1028'(3.9 FT) NORTH OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 RP1028'THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1943 ***********************************************************************
 TG1943  DESIGNATION -  CENTER II
 TG1943  PID         -  TG1943
 TG1943  STATE/COUNTY-  ND/BURKE
 TG1943  USGS QUAD   -  STAMPEDE (1948)
 TG1943
 TG1943                         *CURRENT SURVEY CONTROL
 TG1943  ___________________________________________________________________
 TG1943* NAD 83(1996)-  48 59 52.94901(N)    102 42 49.80873(W)     ADJUSTED  
 TG1943* NAVD 88     -       591.     (meters)    1939.     (feet)  SCALED    
 TG1943  ___________________________________________________________________
 TG1943  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 TG1943  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG1943
 TG1943  HORZ ORDER  -  THIRD
 TG1943
 TG1943.The horizontal coordinates were established by classical geodetic methods
 TG1943.and adjusted by the National Geodetic Survey in January 1998..
 TG1943
 TG1943.The orthometric height was scaled from a topographic map.
 TG1943
 TG1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1943
 TG1943.The geoid height was determined by GEOID03.
 TG1943
 TG1943;                    North         East     Units Scale Factor Converg.
 TG1943;SPC ND N     -   224,488.887   438,015.385   MT  1.00006328   -1 38 50.6
 TG1943;SPC ND N     -   736,512.10  1,437,058.35   iFT  1.00006328   -1 38 50.6
 TG1943;UTM  13      - 5,429,756.355   667,216.253   MT  0.99994351   +1 43 32.7
 TG1943
 TG1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1943!SPC ND N     -   0.99991031  x   1.00006328  =   0.99997358
 TG1943!UTM  13      -   0.99991031  x   0.99994351  =   0.99985382
 TG1943
 TG1943:                Primary Azimuth Mark                     Grid Az
 TG1943:SPC ND N     -  PERCEE                                   321 00 17.7
 TG1943:UTM  13      -  PERCEE                                   317 37 54.4
 TG1943
 TG1943|---------------------------------------------------------------------|
 TG1943| PID    Reference Object                     Distance      Geod. Az  |
 TG1943|                                                           dddmmss.s |
 TG1943| TG2057 PERCEE                              APPROX. 2.5 KM 3192127.1 |
 TG1943|---------------------------------------------------------------------|
 TG1943
 TG1943                          SUPERSEDED SURVEY CONTROL
 TG1943
 TG1943  NAD 83(1986)-  48 59 52.94909(N)    102 42 49.80524(W) AD(       ) 3
 TG1943
 TG1943.Superseded values are not recommended for survey control.
 TG1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1943.See file dsdata.txt to determine how the superseded data were derived.
 TG1943
 TG1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6721629756(NAD 83)
 TG1943_MARKER: DD = SURVEY DISK
 TG1943_SETTING: 80 = SET IN A BOULDER
 TG1943_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TG1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1943+STABILITY: SURFACE MOTION
 TG1943
 TG1943  HISTORY     - Date     Condition        Report By
 TG1943  HISTORY     - 1910     MONUMENTED       IBC
 TG1943
 TG1943                          STATION DESCRIPTION
 TG1943
 TG1943'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1943'IN FRACTIONAL SECTION 26, TOWNSHIP 164 N, RANGE 93 W, FIFTH PRINCIPAL
 TG1943'MERIDIAN, ABOUT 100 METERS SOUTH OF INTERNATIONAL BOUNDARY MONUMENT
 TG1943'625.  THE STATION IS ABOUT 10 METERS SOUTH OF A BUILDING.
 TG1943'
 TG1943'STATION MARK--A BRONZE DISK SET IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2359 ***********************************************************************
 TF2359  DESIGNATION -  CENTER VIII
 TF2359  PID         -  TF2359
 TF2359  STATE/COUNTY-  ND/RENVILLE
 TF2359  USGS QUAD   -  
 TF2359
 TF2359                         *CURRENT SURVEY CONTROL
 TF2359  ___________________________________________________________________
 TF2359* NAD 83(1996)-  49 00 00.45409(N)    101 47 09.60146(W)     ADJUSTED  
 TF2359* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 TF2359  ___________________________________________________________________
 TF2359  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 TF2359  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF2359
 TF2359  HORZ ORDER  -  THIRD
 TF2359
 TF2359.The horizontal coordinates were established by classical geodetic methods
 TF2359.and adjusted by the National Geodetic Survey in January 1998..
 TF2359
 TF2359.The orthometric height was scaled from a topographic map.
 TF2359
 TF2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2359
 TF2359.The geoid height was determined by GEOID03.
 TF2359
 TF2359;                    North         East     Units Scale Factor Converg.
 TF2359;SPC ND N     -   223,177.716   505,899.647   MT  1.00006387   -0 57 25.0
 TF2359;SPC ND N     -   732,210.35  1,659,775.74   iFT  1.00006387   -0 57 25.0
 TF2359;UTM  14      - 5,431,210.010   296,236.517   MT  1.00011008   -2 06 12.0
 TF2359
 TF2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2359!SPC ND N     -   0.99992011  x   1.00006387  =   0.99998397
 TF2359!UTM  14      -   0.99992011  x   1.00011008  =   1.00003018
 TF2359
 TF2359:                Primary Azimuth Mark                     Grid Az
 TF2359:SPC ND N     -  CORNDUFF                                 303 50 20.3
 TF2359:UTM  14      -  CORNDUFF                                 304 59 07.3
 TF2359
 TF2359|---------------------------------------------------------------------|
 TF2359| PID    Reference Object                     Distance      Geod. Az  |
 TF2359|                                                           dddmmss.s |
 TF2359| TF2360 CORNDUFF                            APPROX. 5.8 KM 3025255.3 |
 TF2359|---------------------------------------------------------------------|
 TF2359
 TF2359                          SUPERSEDED SURVEY CONTROL
 TF2359
 TF2359  NAD 83(1986)-  49 00 00.45714(N)    101 47 09.61824(W) AD(       ) 3
 TF2359
 TF2359.Superseded values are not recommended for survey control.
 TF2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2359.See file dsdata.txt to determine how the superseded data were derived.
 TF2359
 TF2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9623731210(NAD 83)
 TF2359_MARKER: DD = SURVEY DISK
 TF2359_SETTING: 80 = SET IN A BOULDER
 TF2359_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TF2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2359+STABILITY: SURFACE MOTION
 TF2359
 TF2359  HISTORY     - Date     Condition        Report By
 TF2359  HISTORY     - 1910     MONUMENTED       IBC
 TF2359
 TF2359                          STATION DESCRIPTION
 TF2359
 TF2359'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2359'ABOUT 165 METERS NORTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 655, IN
 TF2359'THE SOUTHWEST CORNER OF SW 1/4 SECTION 1, TOWNSHIP 1, RANGE 33 W,
 TF2359'PRINCIPAL MERIDIAN.  THE STATION IS ON THE HIGHEST GROUND IN THE
 TF2359'VICINITY.
 TF2359'
 TF2359'STATION MARK--ORIGINALLY A WOODEN HUB DRIVEN FLUSH WITH THE GROUND.
 TF2359'THE STATION WAS RE - MARKED IN 1919.  THE SUBSURFACE MARK IS NOW A
 TF2359'CROSS CUT WITH A CHISEL ON A GRANITE BOULDER 10 BY 10 BY 6 INCHES
 TF2359'PLACED WITH ITS TOP SURFACE 18 INCHES BELOW THE SURFACE OF THE GROUND.
 TF2359'THE SURFACE MARK IS A BRONZE DISK SET IN THE TOP OF A STONE 8 BY 10
 TF2359'BY 20 INCHES SET ON END ON TOP OF THE LOWER STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2271 ***********************************************************************
 TF2271  DESIGNATION -  CENTER X
 TF2271  PID         -  TF2271
 TF2271  STATE/COUNTY-  ND/BOTTINEAU
 TF2271  USGS QUAD   -  KUROKI (1951)
 TF2271
 TF2271                         *CURRENT SURVEY CONTROL
 TF2271  ___________________________________________________________________
 TF2271* NAD 83(1996)-  48 59 49.40871(N)    101 14 47.19014(W)     ADJUSTED  
 TF2271* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TF2271  ___________________________________________________________________
 TF2271  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 TF2271  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF2271
 TF2271  HORZ ORDER  -  THIRD
 TF2271
 TF2271.The horizontal coordinates were established by classical geodetic methods
 TF2271.and adjusted by the National Geodetic Survey in January 1998..
 TF2271
 TF2271.The orthometric height was scaled from a topographic map.
 TF2271
 TF2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2271
 TF2271.The geoid height was determined by GEOID03.
 TF2271
 TF2271;                    North         East     Units Scale Factor Converg.
 TF2271;SPC ND N     -   222,315.412   545,375.719   MT  1.00006301   -0 33 19.6
 TF2271;SPC ND N     -   729,381.27  1,789,290.42   iFT  1.00006301   -0 33 19.6
 TF2271;UTM  14      - 5,429,560.275   335,685.718   MT  0.99993169   -1 41 44.6
 TF2271
 TF2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2271!SPC ND N     -   0.99993073  x   1.00006301  =   0.99999373
 TF2271!UTM  14      -   0.99993073  x   0.99993169  =   0.99986242
 TF2271
 TF2271:                Primary Azimuth Mark                     Grid Az
 TF2271:SPC ND N     -  FRY                                      299 29 22.5
 TF2271:UTM  14      -  FRY                                      300 37 47.5
 TF2271
 TF2271|---------------------------------------------------------------------|
 TF2271| PID    Reference Object                     Distance      Geod. Az  |
 TF2271|                                                           dddmmss.s |
 TF2271| TF2285 FRY                                 APPROX. 5.0 KM 2985602.9 |
 TF2271|---------------------------------------------------------------------|
 TF2271
 TF2271                          SUPERSEDED SURVEY CONTROL
 TF2271
 TF2271  NAD 83(1986)-  48 59 49.36401(N)    101 14 47.09030(W) AD(       ) 3
 TF2271
 TF2271.Superseded values are not recommended for survey control.
 TF2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2271.See file dsdata.txt to determine how the superseded data were derived.
 TF2271
 TF2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV3568629560(NAD 83)
 TF2271_MARKER: Z = SEE DESCRIPTION
 TF2271_SETTING: 0 = UNSPECIFIED SETTING
 TF2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2271
 TF2271  HISTORY     - Date     Condition        Report By
 TF2271  HISTORY     - 1910     MONUMENTED       IBC
 TF2271
 TF2271                          STATION DESCRIPTION
 TF2271
 TF2271'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2271'ABOUT 300 METERS SOUTH OF THE INTERNATIONAL BOUNDARY AT A POINT ONE -
 TF2271'HALF MILE WEST OF MONUMENT 674, IN THE WEST HALF OF FRACTIONAL SECTION
 TF2271'25, TOWNSHIP 164 N, RANGE 82 W, FIFTH PRINCIPAL MERIDIAN.  THE STATION
 TF2271'IS IN A KNOLL.
 TF2271'
 TF2271'STATION MARK--A WOODEN HUB DRIVEN FLUSH WITH THE GROUND.  THE
 TF2271'SUBSURFACE MARK IS AN IRON BOLT, 1 FOOT BELOW THE SURFACE, DIRECTLY
 TF2271'UNDER THE HUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2277 ***********************************************************************
 TF2277  DESIGNATION -  CENTER XVII
 TF2277  PID         -  TF2277
 TF2277  STATE/COUNTY-  ND/BOTTINEAU
 TF2277  USGS QUAD   -  
 TF2277
 TF2277                         *CURRENT SURVEY CONTROL
 TF2277  ___________________________________________________________________
 TF2277* NAD 83(1996)-  49 00 44.08908(N)    100 26 22.14144(W)     ADJUSTED  
 TF2277* NAVD 88     -       774.     (meters)    2539.     (feet)  SCALED    
 TF2277  ___________________________________________________________________
 TF2277  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 TF2277  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 TF2277
 TF2277  HORZ ORDER  -  THIRD
 TF2277
 TF2277.The horizontal coordinates were established by classical geodetic methods
 TF2277.and adjusted by the National Geodetic Survey in January 1998..
 TF2277
 TF2277.The orthometric height was scaled from a topographic map.
 TF2277
 TF2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2277
 TF2277.The geoid height was determined by GEOID03.
 TF2277
 TF2277;                    North         East     Units Scale Factor Converg.
 TF2277;SPC ND N     -   223,741.649   604,427.295   MT  1.00006729   +0 02 42.1
 TF2277;SPC ND N     -   734,060.53  1,983,029.18   iFT  1.00006729   +0 02 42.1
 TF2277;UTM  14      - 5,429,815.428   394,739.876   MT  0.99973611   -1 05 12.1
 TF2277
 TF2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2277!SPC ND N     -   0.99988201  x   1.00006729  =   0.99994929
 TF2277!UTM  14      -   0.99988201  x   0.99973611  =   0.99961815
 TF2277
 TF2277:                Primary Azimuth Mark                     Grid Az
 TF2277:SPC ND N     -  TURTLE                                   301 26 55.2
 TF2277:UTM  14      -  TURTLE                                   302 34 49.4
 TF2277
 TF2277|---------------------------------------------------------------------|
 TF2277| PID    Reference Object                     Distance      Geod. Az  |
 TF2277|                                                           dddmmss.s |
 TF2277| TF2354 TURTLE                              APPROX. 6.6 KM 3012937.3 |
 TF2277|---------------------------------------------------------------------|
 TF2277
 TF2277                          SUPERSEDED SURVEY CONTROL
 TF2277
 TF2277  NAD 83(1986)-  49 00 44.08216(N)    100 26 22.14323(W) AD(       ) 3
 TF2277
 TF2277.Superseded values are not recommended for survey control.
 TF2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2277.See file dsdata.txt to determine how the superseded data were derived.
 TF2277
 TF2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV9474029815(NAD 83)
 TF2277_MARKER: Z = SEE DESCRIPTION
 TF2277_SETTING: 0 = UNSPECIFIED SETTING
 TF2277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2277
 TF2277  HISTORY     - Date     Condition        Report By
 TF2277  HISTORY     - 1910     MONUMENTED       IBC
 TF2277
 TF2277                          STATION DESCRIPTION
 TF2277
 TF2277'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2277'IN THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 1, RANGE 23 W, ON A
 TF2277'HEAVILY TIMBERED RIDGE NEARLY 1 MILE NORTH AND ABOUT ONE - FOURTH MILE
 TF2277'WEST OF INTERNATIONAL BOUNDARY MONUMENT 699.  THERE IS A SMALL LAKE
 TF2277'NEARLY ONE - HALF MILE SOUTH AND A LITTLE EAST OF THE STATION.
 TF2277'
 TF2277'STATION MARK--THE ORIGINAL MARK WAS A WOODEN HUB DRIVEN FLUSH WITH THE
 TF2277'GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE MARK IS THE TOP OF
 TF2277'A 3/4 - BY 14 - INCH STEEL DRILL, THE TOP OF WHICH IS 3 INCHES BELOW
 TF2277'THE SURFACE OF THE GROUND AND OVER WHICH IS A BRONZE DISK, SURMOUNTED
 TF2277'BY A FEW SMALL STONES.  A MOUND OF EARTH 4 FEET IN DIAMETER AND 2 FEET
 TF2277'HIGH WITH A TRENCH AROUND IT, WAS ERECTED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2278 ***********************************************************************
 TF2278  DESIGNATION -  CENTER XVIII
 TF2278  PID         -  TF2278
 TF2278  STATE/COUNTY-  ND/BOTTINEAU
 TF2278  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF2278
 TF2278                         *CURRENT SURVEY CONTROL
 TF2278  ___________________________________________________________________
 TF2278* NAD 83(1996)-  48 59 35.01507(N)    100 10 09.44410(W)     ADJUSTED  
 TF2278* NAVD 88     -       691.     (meters)    2267.     (feet)  SCALED    
 TF2278  ___________________________________________________________________
 TF2278  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 TF2278  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF2278
 TF2278  HORZ ORDER  -  THIRD
 TF2278
 TF2278.The horizontal coordinates were established by classical geodetic methods
 TF2278.and adjusted by the National Geodetic Survey in January 1998..
 TF2278
 TF2278.The orthometric height was scaled from a topographic map.
 TF2278
 TF2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2278
 TF2278.The geoid height was determined by GEOID03.
 TF2278
 TF2278;                    North         East     Units Scale Factor Converg.
 TF2278;SPC ND N     -   221,657.942   624,203.427   MT  1.00006189   +0 14 45.9
 TF2278;SPC ND N     -   727,224.22  2,047,911.51   iFT  1.00006189   +0 14 45.9
 TF2278;UTM  14      - 5,427,342.955   414,464.111   MT  0.99968988   -0 52 56.8
 TF2278
 TF2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2278!SPC ND N     -   0.99989499  x   1.00006189  =   0.99995688
 TF2278!UTM  14      -   0.99989499  x   0.99968988  =   0.99958490
 TF2278
 TF2278:                Primary Azimuth Mark                     Grid Az
 TF2278:SPC ND N     -  BOUNDARY MON 708 CD US                   329 24 31.2
 TF2278:UTM  14      -  BOUNDARY MON 708 CD US                   330 32 13.9
 TF2278
 TF2278|---------------------------------------------------------------------|
 TF2278| PID    Reference Object                     Distance      Geod. Az  |
 TF2278|                                                           dddmmss.s |
 TF2278| TF0137 BOUNDARY MON 708 CD US              APPROX. 0.8 KM 3293917.1 |
 TF2278|---------------------------------------------------------------------|
 TF2278
 TF2278                          SUPERSEDED SURVEY CONTROL
 TF2278
 TF2278  NAD 83(1986)-  48 59 35.00907(N)    100 10 09.42586(W) AD(       ) 3
 TF2278
 TF2278.Superseded values are not recommended for survey control.
 TF2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2278.See file dsdata.txt to determine how the superseded data were derived.
 TF2278
 TF2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1446427343(NAD 83)
 TF2278_MARKER: DD = SURVEY DISK
 TF2278_SETTING: 80 = SET IN A BOULDER
 TF2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2278+STABILITY: SURFACE MOTION
 TF2278
 TF2278  HISTORY     - Date     Condition        Report By
 TF2278  HISTORY     - 1911     MONUMENTED       IBC
 TF2278
 TF2278                          STATION DESCRIPTION
 TF2278
 TF2278'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TF2278'ABOUT ONE - HALF MILE SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT
 TF2278'708 AND ABOUT ONE - HALF MILE EAST OF HARTLEY LAKE.  THE STATION IS
 TF2278'ON THE APEX OF A SHARP AND PROMINENT KNOLL.
 TF2278'
 TF2278'STATION MARK--THE SURFACE MARK IS A BRONZE DISK SET IN A GRANITE
 TF2278'BOULDER 10 BY 12 BY 20 INCHES, WHOSE TOP IS FLUSH WITH THE GROUND.
 TF2278'THE SUBSURFACE MARK IS A CROSS CUT WITH A CHISEL IN THE SURFACE OF A
 TF2278'FLAT BLACK STONE 6 BY 14 BY 20 INCHES , SET 2 FEET BELOW THE SURFACE
 TF2278'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2121 ***********************************************************************
 TE2121  DESIGNATION -  CENTER XX
 TE2121  PID         -  TE2121
 TE2121  STATE/COUNTY-  ND/ROLETTE
 TE2121  USGS QUAD   -  
 TE2121
 TE2121                         *CURRENT SURVEY CONTROL
 TE2121  ___________________________________________________________________
 TE2121* NAD 83(1996)-  49 00 08.55792(N)    099 51 07.64874(W)     ADJUSTED  
 TE2121* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 TE2121  ___________________________________________________________________
 TE2121  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 TE2121  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TE2121
 TE2121  HORZ ORDER  -  THIRD
 TE2121
 TE2121.The horizontal coordinates were established by classical geodetic methods
 TE2121.and adjusted by the National Geodetic Survey in January 1998..
 TE2121
 TE2121.The orthometric height was scaled from a topographic map.
 TE2121
 TE2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2121
 TE2121.The geoid height was determined by GEOID03.
 TE2121
 TE2121;                    North         East     Units Scale Factor Converg.
 TE2121;SPC ND N     -   222,841.669   647,406.443   MT  1.00006450   +0 28 55.6
 TE2121;SPC ND N     -   731,107.84  2,124,036.89   iFT  1.00006450   +0 28 55.6
 TE2121;UTM  14      - 5,428,069.836   437,676.735   MT  0.99964772   -0 38 35.3
 TE2121
 TE2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2121!SPC ND N     -   0.99990476  x   1.00006450  =   0.99996925
 TE2121!UTM  14      -   0.99990476  x   0.99964772  =   0.99955251
 TE2121
 TE2121:                Primary Azimuth Mark                     Grid Az
 TE2121:SPC ND N     -  BANNERMAN                                032 53 48.6
 TE2121:UTM  14      -  BANNERMAN                                034 01 19.5
 TE2121
 TE2121|---------------------------------------------------------------------|
 TE2121| PID    Reference Object                     Distance      Geod. Az  |
 TE2121|                                                           dddmmss.s |
 TE2121| TE2115 BANNERMAN                           APPROX. 6.1 KM 0332244.2 |
 TE2121|---------------------------------------------------------------------|
 TE2121
 TE2121                          SUPERSEDED SURVEY CONTROL
 TE2121
 TE2121  NAD 83(1986)-  49 00 08.55241(N)    099 51 07.63006(W) AD(       ) 3
 TE2121
 TE2121.Superseded values are not recommended for survey control.
 TE2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2121.See file dsdata.txt to determine how the superseded data were derived.
 TE2121
 TE2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV3767728070(NAD 83)
 TE2121_MARKER: DD = SURVEY DISK
 TE2121_SETTING: 80 = SET IN A BOULDER
 TE2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2121+STABILITY: SURFACE MOTION
 TE2121
 TE2121  HISTORY     - Date     Condition        Report By
 TE2121  HISTORY     - 1911     MONUMENTED       IBC
 TE2121
 TE2121                          STATION DESCRIPTION
 TE2121
 TE2121'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2121'ABOUT ONE - THIRD MILE NORTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TE2121'718, NEAR THE NORTH - AND - SOUTH CENTER LINE OF SECTION 5, TOWNSHIP
 TE2121'1, RANGE 18 W, PRINCIPAL MERIDIAN, ON THE NORTH END OF A PROMINENT
 TE2121'ISOLATED HILL.
 TE2121'
 TE2121'STATION MARK--ORIGINALLY MARKED BY A WOODEN HUB DRIVEN FLUSH WITH THE
 TE2121'GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE SURFACE MARK IS A
 TE2121'BRONZE DISK SET IN A GRANITE BOULDER 8 BY 10 BY 20 INCHES, SET ON END
 TE2121'WITH ITS TOP FLUSH WITH THE SURFACE OF THE GROUND.  THE SUBSURFACE
 TE2121'MARK IS A CROSS CUT IN A BASALTIC BOULDER 6 BY 16 BY 18 INCHES, SET
 TE2121'20 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2124 ***********************************************************************
 TE2124  DESIGNATION -  CENTER XXIII
 TE2124  PID         -  TE2124
 TE2124  STATE/COUNTY-  ND/TOWNER
 TE2124  USGS QUAD   -  ROLLA NE (1969)
 TE2124
 TE2124                         *CURRENT SURVEY CONTROL
 TE2124  ___________________________________________________________________
 TE2124* NAD 83(1996)-  48 59 57.83858(N)    099 32 26.62483(W)     ADJUSTED  
 TE2124* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 TE2124  ___________________________________________________________________
 TE2124  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 TE2124  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TE2124
 TE2124  HORZ ORDER  -  THIRD
 TE2124
 TE2124.The horizontal coordinates were established by classical geodetic methods
 TE2124.and adjusted by the National Geodetic Survey in January 1998..
 TE2124
 TE2124.The orthometric height was scaled from a topographic map.
 TE2124
 TE2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2124
 TE2124.The geoid height was determined by GEOID03.
 TE2124
 TE2124;                    North         East     Units Scale Factor Converg.
 TE2124;SPC ND N     -   222,748.334   670,195.067   MT  1.00006367   +0 42 49.8
 TE2124;SPC ND N     -   730,801.62  2,198,802.71   iFT  1.00006367   +0 42 49.8
 TE2124;UTM  14      - 5,427,529.890   460,449.313   MT  0.99961922   -0 24 29.1
 TE2124
 TE2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2124!SPC ND N     -   0.99991975  x   1.00006367  =   0.99998341
 TE2124!UTM  14      -   0.99991975  x   0.99961922  =   0.99953900
 TE2124
 TE2124|---------------------------------------------------------------------|
 TE2124| PID    Reference Object                     Distance      Geod. Az  |
 TE2124|                                                           dddmmss.s |
 TE2124| TE2193 BOUNDARY MON 728 CD US                2.904 METERS 13753     |
 TE2124| TE2272 PRISE                               APPROX. 3.3 KM 2262825.0 |
 TE2124|---------------------------------------------------------------------|
 TE2124
 TE2124                          SUPERSEDED SURVEY CONTROL
 TE2124
 TE2124  NAD 83(1986)-  48 59 57.83162(N)    099 32 26.60722(W) AD(       ) 3
 TE2124
 TE2124.Superseded values are not recommended for survey control.
 TE2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2124.See file dsdata.txt to determine how the superseded data were derived.
 TE2124
 TE2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6044927530(NAD 83)
 TE2124_MARKER: DD = SURVEY DISK
 TE2124_SETTING: 80 = SET IN A BOULDER
 TE2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2124+STABILITY: SURFACE MOTION
 TE2124
 TE2124  HISTORY     - Date     Condition        Report By
 TE2124  HISTORY     - 1911     MONUMENTED       IBC
 TE2124
 TE2124                          STATION DESCRIPTION
 TE2124
 TE2124'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2124'ON THE ROAD ALLOWANCE SOUTH OF SECTION 3, TOWNSHIP 1, RANGE 16 W,
 TE2124'PRINCIPAL MERIDIAN, 2.90 METERS NORTHWEST OF INTERNATIONAL BOUNDARY
 TE2124'MONUMENT 728.
 TE2124'
 TE2124'STATION MARK--ORIGINALLY MARKED BY A WOODEN HUB.  THE STATION WAS
 TE2124'RE - MARKED IN 1919.  THE SURFACE MARK IS A BRONZE DISK SET IN A
 TE2124'GRANITE BOULDER 10 BY 10 BY 10 INCHES, SET WITH ITS TOP ABOUT 4 INCHES
 TE2124'BELOW THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A CROSS CUT
 TE2124'IN THE TOP OF A TRIANGULAR STONE 6 INCHES THICK WITH SIDES 14 INCHES
 TE2124'LONG, PLACED 20 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0782 ***********************************************************************
 RP0782  DESIGNATION -  CHAFFEE
 RP0782  PID         -  RP0782
 RP0782  STATE/COUNTY-  ND/CASS
 RP0782  USGS QUAD   -  CHAFFEE (1967)
 RP0782
 RP0782                         *CURRENT SURVEY CONTROL
 RP0782  ___________________________________________________________________
 RP0782* NAD 83(1996)-  46 46 28.90487(N)    097 19 29.73425(W)     ADJUSTED  
 RP0782* NAVD 88     -       291.1    (meters)     955.     (feet)  VERTCON   
 RP0782  ___________________________________________________________________
 RP0782  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 RP0782  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RP0782
 RP0782  HORZ ORDER  -  FIRST
 RP0782
 RP0782.The horizontal coordinates were established by classical geodetic methods
 RP0782.and adjusted by the National Geodetic Survey in January 1998..
 RP0782
 RP0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0782
 RP0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0782
 RP0782.The geoid height was determined by GEOID03.
 RP0782
 RP0782;                    North         East     Units Scale Factor Converg.
 RP0782;SPC ND S     -   128,064.456   842,415.207   MT  0.99993640   +2 18 57.0
 RP0782;SPC ND S     -   420,158.98  2,763,829.42   iFT  0.99993640   +2 18 57.0
 RP0782;UTM  14      - 5,181,489.684   627,881.690   MT  0.99980101   +1 13 14.6
 RP0782
 RP0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0782!SPC ND S     -   0.99995848  x   0.99993640  =   0.99989488
 RP0782!UTM  14      -   0.99995848  x   0.99980101  =   0.99975950
 RP0782
 RP0782|---------------------------------------------------------------------|
 RP0782| PID    Reference Object                     Distance      Geod. Az  |
 RP0782|                                                           dddmmss.s |
 RP0782| RP0783 CHAFFEE RM A                         24.973 METERS 01321     |
 RP0782| CO5369 CHAFFEE RM 1                         33.054 METERS 10810     |
 RP0782| CO5370 CHAFFEE RM 2                         60.995 METERS 17004     |
 RP0782| CO5368 CHAFFEE AZ MK                                      2651022.4 |
 RP0782|---------------------------------------------------------------------|
 RP0782
 RP0782                          SUPERSEDED SURVEY CONTROL
 RP0782
 RP0782  NAD 83(1986)-  46 46 28.90562(N)    097 19 29.72455(W) AD(       ) 1
 RP0782  NAD 27      -  46 46 28.99200(N)    097 19 28.39200(W) AD(       ) 1
 RP0782  NGVD 29 (07/19/86)  290.8    (m)          954.     (f) VERT ANG       
 RP0782
 RP0782.Superseded values are not recommended for survey control.
 RP0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0782.See file dsdata.txt to determine how the superseded data were derived.
 RP0782
 RP0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2788281490(NAD 83)
 RP0782_MARKER: DS = TRIANGULATION STATION DISK
 RP0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0782
 RP0782  HISTORY     - Date     Condition        Report By
 RP0782  HISTORY     - 1954     MONUMENTED       CGS
 RP0782  HISTORY     - 1963     GOOD             CGS
 RP0782  HISTORY     - 1967     GOOD             CGS
 RP0782
 RP0782                          STATION DESCRIPTION
 RP0782
 RP0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0782'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. MELVIN PAGEL.  IT
 RP0782'IS 10 MILES SOUTH-SOUTHWEST OF CASSELTON, 9 MILES NORTHWEST OF
 RP0782'WOODS, AND 1.5 MILES EAST OF CHAFFEE.
 RP0782'
 RP0782'REACHED FROM THE RAILROAD DEPOT IN CHAFFEE BY GOING EAST ON
 RP0782'THE MAIN STREET FOR 1.4 MILES TO A CROSSROAD AND THE STATION
 RP0782'IN THE NORTHEAST ANGLE.
 RP0782'
 RP0782'THE STATION MARK IS 150 FEET NORTH OF THE APPROXIMATE CENTER OF
 RP0782'A GRAVELED ROAD, 45 FEET EAST OF THE APPROXIMATE CENTER OF A
 RP0782'DIRT ROAD, 35 FEET WEST OF THE SOUTHWEST CORNER OF A SHED,
 RP0782'AND 15 FEET SOUTH OF A WITNESS POST.  THE MARK IS LEVEL WITH
 RP0782'THE GROUND SURFACE, AND THE DISK IS STAMPED CHAFFEE 1954.
 RP0782'
 RP0782'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 65 FEET NORTH
 RP0782'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 23 FEET EAST OF
 RP0782'THE SOUTHEAST CORNER OF THE SHED, 8 FEET WEST OF A ROW OF
 RP0782'SHELTER TREES, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RP0782'CHAFFEE NO 1 1954.
 RP0782'
 RP0782'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 62 FEET SOUTH
 RP0782'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 30 FEET NORTH
 RP0782'OF THE NORTH RAIL OF A RAILROAD TRACK, 2 FEET WEST OF A TELEPHONE
 RP0782'POLE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED CHAFFEE NO 2
 RP0782'1954.
 RP0782'
 RP0782'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE WEST OF THE STATION,
 RP0782'IS 61 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RP0782'31 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 2 FEET
 RP0782'EAST OF A WITNESS POST, 2 FEET NORTHEAST OF A TELEPHONE POLE,
 RP0782'AND PROJECTS 7 INCHES.  THE DISK IS STAMPED CHAFFEE 1954
 RP0782'
 RP0782'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP0782
 RP0782                          STATION RECOVERY (1963)
 RP0782
 RP0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0782'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0782'CONDITION.  THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE WEST
 RP0782'OF THE STATION INSTEAD OF 0.4 MILE AS ORIGINALLY DESCRIBED.
 RP0782'
 RP0782'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM CHAFFEE IS
 RP0782'ACCURATE.
 RP0782
 RP0782                          STATION RECOVERY (1967)
 RP0782
 RP0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0782'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 RP0782'
 RP0782'PROPERTY ON WHICH THE STATION IS ESTABLISHED IS STILL OWNED BY
 RP0782'A MR. MELVIN PAGEL.
 RP0782'
 RP0782'THE 1954 NOTE OF THE LOCATION AND THE TO REACH THE STATION ARE
 RP0782'ADEQUATELY DESCRIBED.
 RP0782'
 RP0782'A NOTIBLE DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 RP0782'NUMBER 2.  DISTANCE WAS CHECKED BY TWO SEPARATE OBSERVING UNITS.
 RP0782'
 RP0782'A DIFFERENCE OF 07.72 SECONDS WAS FOUND IN THE HORIZONTAL ANGLE TO
 RP0782'THE AZIMUTH MARK.  ANGLE WAS CHECKED BY TWO SEPARATE OBSERVERS.
 RP0782'
 RP0782'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 RP0782'MONUMENTS.
 RP0782'
 RP0782'STATION MARK DISK IS STAMPED CHAFFEE 1954 AND THE MARK IS ABOUT
 RP0782'3 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS
 RP0782'112 FEET NORTH OF THE CENTER OF COUNTY HIGHWAY 6, 55 FEET EAST OF
 RP0782'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 44.0 FEET WEST OF THE
 RP0782'NORTHWEST CORNER OF A WOOD GRANARY, 26.2 FEET SOUTH OF A METAL
 RP0782'WITNESS POST AND 24.6 FEET SOUTHEAST OF A METAL GRAIN BIN DOOR.
 RP0782'
 RP0782'REFERENCE MARK NUMBER 1 DISK IS STAMPED CHAFFEE NO 1 1954 AND THE
 RP0782'MARK PROJECTS ABOUT 2 INCHES.  MARK IS 78 FEET NORTH
 RP0782'OF THE CENTER OF HIGHWAY 6, 30.0 FEET SOUTHEAST OF THE SOUTHEAST
 RP0782'CORNER OF THE WOOD GRANARY AND 8 FEET WEST OF A NORTH-SOUTH ROW
 RP0782'OF WEATHER SHELTER TREES.
 RP0782'
 RP0782'REFERENCE MARK NUMBER 2 DISK IS STAMPED CHAFFEE NO 2 1954 AND
 RP0782'THE MARK PROJECTS ABOUT 1 INCH.  MARK IS 88 FEET EAST
 RP0782'OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 84-1/2 FEET SOUTH
 RP0782'OF THE CENTER OF HIGHWAY 6, 38.8 FEET NORTH OF THE NORTH RAIL OF
 RP0782'A RAILROAD TRACK AND 2.5 FEET WEST OF A TELEPHONE LINE POLE.
 RP0782'
 RP0782'AZIMUTH MARK DISK IS STAMPED CHAFFEE 1954 AND THE MARK PROJECTS
 RP0782'ABOUT 2 INCHES.  MARK IS 84 FEET SOUTH OF THE CENTER
 RP0782'OF HIGHWAY 6, 40.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 RP0782'TRACK, 2.0 FEET NORTHEAST OF A TELEPHONE LINE POLE, 2.0 FEET EAST
 RP0782'OF A 4 IN X 4 IN WOOD WITNESS POST AND 2.0 FEET NORTHWEST OF A
 RP0782'METAL WITNESS POST.
 RP0782'
 RP0782'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0781 ***********************************************************************
 RP0781  DESIGNATION -  CHAFFEE FARMERS COOP ELEVATOR
 RP0781  PID         -  RP0781
 RP0781  STATE/COUNTY-  ND/CASS
 RP0781  USGS QUAD   -  CHAFFEE (1967)
 RP0781
 RP0781                         *CURRENT SURVEY CONTROL
 RP0781  ___________________________________________________________________
 RP0781* NAD 83(1996)-  46 46 25.62690(N)    097 21 20.86369(W)     ADJUSTED  
 RP0781* NAVD 88     -                                                        
 RP0781  ___________________________________________________________________
 RP0781  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 RP0781  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP0781
 RP0781  HORZ ORDER  -  THIRD
 RP0781
 RP0781.The horizontal coordinates were established by classical geodetic methods
 RP0781.and adjusted by the National Geodetic Survey in January 1998..
 RP0781
 RP0781
 RP0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0781
 RP0781.The geoid height was determined by GEOID03.
 RP0781
 RP0781;                    North         East     Units Scale Factor Converg.
 RP0781;SPC ND S     -   127,868.522   840,063.668   MT  0.99993641   +2 17 36.0
 RP0781;SPC ND S     -   419,516.15  2,756,114.40   iFT  0.99993641   +2 17 36.0
 RP0781;UTM  14      - 5,181,338.750   625,527.163   MT  0.99979367   +1 11 53.6
 RP0781
 RP0781                          SUPERSEDED SURVEY CONTROL
 RP0781
 RP0781  NAD 83(1986)-  46 46 25.62777(N)    097 21 20.85348(W) AD(       ) 4
 RP0781  NAD 27      -  46 46 25.71700(N)    097 21 19.52300(W) AD(       ) 3
 RP0781
 RP0781.Superseded values are not recommended for survey control.
 RP0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0781.See file dsdata.txt to determine how the superseded data were derived.
 RP0781
 RP0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2552781339(NAD 83)
 RP0781_MARKER: 65 = GRAIN ELEVATOR
 RP0781
 RP0781  HISTORY     - Date     Condition        Report By
 RP0781  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0781
 RP0781                          STATION DESCRIPTION
 RP0781
 RP0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0781'THE STATION IS THE TOP CENTER OF THE LARGEST AND TALLEST
 RP0781'ELEVATOR IN THE TOWN OF CHAFFEE.  IT IS A CONCRETE BUILDING
 RP0781'APPROXIMATELY 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0783 ***********************************************************************
 RP0783  DESIGNATION -  CHAFFEE RM A
 RP0783  PID         -  RP0783
 RP0783  STATE/COUNTY-  ND/CASS
 RP0783  USGS QUAD   -  CHAFFEE (1967)
 RP0783
 RP0783                         *CURRENT SURVEY CONTROL
 RP0783  ___________________________________________________________________
 RP0783* NAD 83(1996)-  46 46 29.69176(N)    097 19 29.46254(W)     ADJUSTED  
 RP0783* NAVD 88     -       290.6    (meters)     953.     (feet)  VERTCON   
 RP0783  ___________________________________________________________________
 RP0783  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 RP0783  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RP0783
 RP0783  HORZ ORDER  -  FIRST
 RP0783
 RP0783.The horizontal coordinates were established by classical geodetic methods
 RP0783.and adjusted by the National Geodetic Survey in January 1998..
 RP0783
 RP0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0783
 RP0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0783
 RP0783.The geoid height was determined by GEOID03.
 RP0783
 RP0783;                    North         East     Units Scale Factor Converg.
 RP0783;SPC ND S     -   128,088.966   842,419.984   MT  0.99993639   +2 18 57.2
 RP0783;SPC ND S     -   420,239.39  2,763,845.09   iFT  0.99993639   +2 18 57.2
 RP0783;UTM  14      - 5,181,514.096   627,886.934   MT  0.99980102   +1 13 14.9
 RP0783
 RP0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0783!SPC ND S     -   0.99995856  x   0.99993639  =   0.99989495
 RP0783!UTM  14      -   0.99995856  x   0.99980102  =   0.99975959
 RP0783
 RP0783:                Primary Azimuth Mark                     Grid Az
 RP0783:SPC ND S     -  CASSELTON ATT MICROWAVE TOWER            021 45 16.3
 RP0783:UTM  14      -  CASSELTON ATT MICROWAVE TOWER            022 50 58.6
 RP0783
 RP0783|---------------------------------------------------------------------|
 RP0783| PID    Reference Object                     Distance      Geod. Az  |
 RP0783|                                                           dddmmss.s |
 RP0783| RP0780 CASSELTON ATT MICROWAVE TOWER       APPROX.12.6 KM 0240413.5 |
 RP0783| RP0763 DURBIN                              APPROX.14.6 KM 0895758.5 |
 RP0783| RP0782 CHAFFEE                              24.973 METERS 19321     |
 RP0783| RP0781 CHAFFEE FARMERS COOP ELEVATOR       APPROX. 2.4 KM 2665816.2 |
 RP0783|---------------------------------------------------------------------|
 RP0783
 RP0783                          SUPERSEDED SURVEY CONTROL
 RP0783
 RP0783  NAD 83(1986)-  46 46 29.69239(N)    097 19 29.45287(W) AD(       ) 1
 RP0783  NAD 27      -  46 46 29.77892(N)    097 19 28.12029(W) AD(       ) 1
 RP0783  NGVD 29 (07/19/86)  290.3    (m)          952.     (f) VERT ANG       
 RP0783
 RP0783.Superseded values are not recommended for survey control.
 RP0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0783.See file dsdata.txt to determine how the superseded data were derived.
 RP0783
 RP0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2788781514(NAD 83)
 RP0783_MARKER: DS = TRIANGULATION STATION DISK
 RP0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0783+STABILITY: SURFACE MOTION
 RP0783
 RP0783  HISTORY     - Date     Condition        Report By
 RP0783  HISTORY     - 1967     MONUMENTED       CGS
 RP0783
 RP0783                          STATION DESCRIPTION
 RP0783
 RP0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0783'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 RP0783'AS TRIANGULATION STATION CHAFFEE 1954.
 RP0783'
 RP0783'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 RP0783'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 RP0783'MONUMENT THAT IS 20 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 RP0783'DISK IS STAMPED CHAFFEE RM A 1967.  THE STATION MARK IS 206 FEET
 RP0783'NORTH-NORTHEAST OF THE CENTER OF JUNCTION OF SURFACED AND
 RP0783'GRAVELED ROAD, 187 FEET NORTH OF THE APPROXIMATE CENTER OF
 RP0783'SURFACE ROAD, 76 FEET EAST OF THE APPROXIMATE CENTER OF GRAVELED
 RP0783'ROAD AND 47 FEET NORTH-NORTHWEST OF THE CENTER OF THREE
 RP0783'GRAIN BINS.
 RP0783'
 RP0783'A TRAVERSE CONNECTION WAS MADE TO CHAFFEE 1954, DISTANCE BEING
 RP0783'24.974 METERS OR 81.93 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0860 ***********************************************************************
 QS0860  DESIGNATION -  CHAPIN
 QS0860  PID         -  QS0860
 QS0860  STATE/COUNTY-  ND/SIOUX
 QS0860  USGS QUAD   -  HUMP BUTTE (1972)
 QS0860
 QS0860                         *CURRENT SURVEY CONTROL
 QS0860  ___________________________________________________________________
 QS0860* NAD 83(1996)-  45 56 38.76170(N)    101 22 51.73054(W)     ADJUSTED  
 QS0860* NAVD 88     -       763.5    (meters)    2505.     (feet)  VERTCON   
 QS0860  ___________________________________________________________________
 QS0860  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 QS0860  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 QS0860
 QS0860  HORZ ORDER  -  SECOND
 QS0860
 QS0860.The horizontal coordinates were established by classical geodetic methods
 QS0860.and adjusted by the National Geodetic Survey in January 1998..
 QS0860
 QS0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0860
 QS0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0860
 QS0860.The geoid height was determined by GEOID03.
 QS0860
 QS0860;                    North         East     Units Scale Factor Converg.
 QS0860;SPC ND S     -    31,222.186   531,680.964   MT  1.00005561   -0 38 33.4
 QS0860;SPC ND S     -   102,434.99  1,744,360.12   iFT  1.00005561   -0 38 33.4
 QS0860;SPC SD N     -   235,481.994   492,911.380   MT  1.00006079   -0 58 38.7
 QS0860;SPC SD N     -   772,577.18  1,617,160.09   sFT  1.00006079   -0 58 38.7
 QS0860;UTM  14      - 5,090,593.359   315,446.959   MT  1.00001873   -1 42 41.9
 QS0860
 QS0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0860!SPC ND S     -   0.99988350  x   1.00005561  =   0.99993910
 QS0860!SPC SD N     -   0.99988350  x   1.00006079  =   0.99994428
 QS0860!UTM  14      -   0.99988350  x   1.00001873  =   0.99990223
 QS0860
 QS0860|---------------------------------------------------------------------|
 QS0860| PID    Reference Object                     Distance      Geod. Az  |
 QS0860|                                                           dddmmss.s |
 QS0860| CQ8062 CHAPIN RM 1                          23.432 METERS 08609     |
 QS0860| QS0857 MCINTOSH MUNICIPAL TANK             APPROX. 3.4 KM 1360034.3 |
 QS0860| QS0856 MCINTOSH ST BONAVENTURE CH          APPROX. 3.4 KM 1364131.0 |
 QS0860| CQ8061 CHAPIN AZ MK                                       1473618.5 |
 QS0860| CQ8063 CHAPIN RM 2                          37.999 METERS 18520     |
 QS0860|---------------------------------------------------------------------|
 QS0860
 QS0860                          SUPERSEDED SURVEY CONTROL
 QS0860
 QS0860  NAD 83(1986)-  45 56 38.75341(N)    101 22 51.72700(W) AD(       ) 2
 QS0860  NAD 27      -  45 56 38.73600(N)    101 22 50.25800(W) AD(       ) 2
 QS0860  NGVD 29 (07/19/86)  763.0    (m)         2503.     (f) VERT ANG       
 QS0860
 QS0860.Superseded values are not recommended for survey control.
 QS0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0860.See file dsdata.txt to determine how the superseded data were derived.
 QS0860
 QS0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR1544790593(NAD 83)
 QS0860_MARKER: DS = TRIANGULATION STATION DISK
 QS0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0860
 QS0860  HISTORY     - Date     Condition        Report By
 QS0860  HISTORY     - 1934     MONUMENTED       CGS
 QS0860  HISTORY     - 1952     GOOD             CGS
 QS0860  HISTORY     - 1959     GOOD             CGS
 QS0860  HISTORY     - 1972     GOOD             USGS
 QS0860
 QS0860                          STATION DESCRIPTION
 QS0860
 QS0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0860'STATION IS IN T 129 N, R 86 W, IN SE 1/4 OF SEC. 36, ABOUT
 QS0860'2 MILES NW OF MC INTOSH ON THE NORTH DAKOTA-SOUTH DAKOTA
 QS0860'STATE LINE ON A PROMINENT RIDGE.  THERE IS A PROMINENT BUTTE
 QS0860'ABOUT 1/3 MILE TO THE SW, ALSO HIGHER GROUND ON THE STATE
 QS0860'LINE IN THE VICINITY.  MARK IS 0.25 MILE W OF MILEPOST 232,
 QS0860'91 FEET W OF FENCE CORNER, AND 6.5 FEET S OF STATE LINE FENCE,
 QS0860'WHICH IS A DOUBLE ONE AT THIS POINT.
 QS0860'
 QS0860'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0860'BRONZE DISKS SET IN CONCRETE.
 QS0860'
 QS0860'REFERENCE MARK NO. 1 IS DUE E OF STATION 22.432 METERS
 QS0860'(73.60 FEET) SET IN E AND W FENCE LINE.
 QS0860'
 QS0860'REFERENCE MARK NO. 2 IS 37.999 METERS (124.67 FEET) S OF
 QS0860'STATION.  AND 132.2 FEET S OF E AND W FENCE LINE.
 QS0860'
 QS0860'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES SE OF STATION, 0.2
 QS0860'MILE W OF N AND S ROAD AND 0.4 MILE E OF GATE LEADING TO
 QS0860'FARMHOUSE AND OTHER BUILDINGS.  IT IS 20 FEET S OF CENTER
 QS0860'LINE OF ROAD.
 QS0860'
 QS0860'STATION IS REACHED FROM MC INTOSH POST OFFICE BY GOING N
 QS0860'0.1 MILE, TURN LEFT (W) ONTO U.S. HIGHWAY 12 AND GO 0.9 MILE,
 QS0860'TURN RIGHT (N) LEAVING U.S. HIGHWAY 12 AND GO 1.0 MILE, TURN
 QS0860'LEFT (W) AND GO 0.6 MILE TO HOUSE, TURN RIGHT (N) AT GATE
 QS0860'PASSING THROUGH CORRALS AND FOLLOW PRAIRIE ROAD N 0.6 MILE
 QS0860'TO MILEPOST 232 1/2, TURN RIGHT (E) ALONG STATE LINE ON S SIDE
 QS0860'OF FENCE AND GO 0.25 MILE TO TOP OF RIDGE AND STATION.
 QS0860'
 QS0860'HEIGHT OF LIGHT ABOVE STATION MARK - 3.67 METERS.
 QS0860
 QS0860                          STATION RECOVERY (1952)
 QS0860
 QS0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0860'THE STATION AND ALL THE MARKS WERE RECOVERED AS DESCRIBED.
 QS0860'
 QS0860'THE STATION WAS NOT OCCUPIED.
 QS0860
 QS0860                          STATION RECOVERY (1959)
 QS0860
 QS0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0860'THIS STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 QS0860'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND
 QS0860'AND WAS PROBABLY DESTROYED WHEN THE ROAD WAS WIDENED.  THE ORIGINAL
 QS0860'DESCRIPTION OF THE AZIMUTH MARK PUT THE LOCATION IN THE
 QS0860'PRESENT GRADER DITCH.  THE TANK AND CHURCH CROSS IN MC INTOSH
 QS0860'CAN BE USED FOR AZIMUTHS FOR THIS STATION.
 QS0860'
 QS0860'THERE IS A RADAR INSTALLATION OF THE PROMINENT BUTTE ABOUT
 QS0860'1/3 MILE SOUTHWEST OF THE STATION.
 QS0860'
 QS0860'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MC INTOSH
 QS0860'IS ADEQUATE.
 QS0860
 QS0860                          STATION RECOVERY (1972)
 QS0860
 QS0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DLH)
 QS0860'STATION MARK IS OK.
 QS0860'
 QS0860'R.M. 1 IS OK.
 QS0860'
 QS0860'R.M. 2 IS OK.
 QS0860'
 QS0860'AZIMUTH MARK WAS NOT FOUND.
 QS0860'
 QS0860'MC INTOSH M.W.T. USED FOR BACK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2051 ***********************************************************************
 TE2051  DESIGNATION -  CHARLES
 TE2051  PID         -  TE2051
 TE2051  STATE/COUNTY-  ND/PIERCE
 TE2051  USGS QUAD   -  PETRIFIED LAKE (1958)
 TE2051
 TE2051                         *CURRENT SURVEY CONTROL
 TE2051  ___________________________________________________________________
 TE2051* NAD 83(1996)-  48 04 38.61651(N)    099 53 11.89580(W)     ADJUSTED  
 TE2051* NAVD 88     -       504.4    (meters)    1655.     (feet)  VERTCON   
 TE2051  ___________________________________________________________________
 TE2051  X           -    -733,094.604 (meters)                     COMP
 TE2051  Y           -  -4,206,234.300 (meters)                     COMP
 TE2051  Z           -   4,722,989.043 (meters)                     COMP
 TE2051  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TE2051  ELLIP HEIGHT-         482.30  (meters)          (01/23/98) GPS OBS
 TE2051  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 TE2051
 TE2051  HORZ ORDER  -  FIRST
 TE2051  ELLP ORDER  -  FOURTH    CLASS I
 TE2051
 TE2051.The horizontal coordinates were established by classical geodetic methods
 TE2051.and adjusted by the National Geodetic Survey in January 1998..
 TE2051
 TE2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2051
 TE2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE2051
 TE2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2051
 TE2051.The ellipsoidal height was determined by GPS observations
 TE2051.and is referenced to NAD 83.
 TE2051
 TE2051.The geoid height was determined by GEOID03.
 TE2051
 TE2051;                    North         East     Units Scale Factor Converg.
 TE2051;SPC ND N     -   119,967.538   645,700.459   MT  0.99993585   +0 27 23.1
 TE2051;SPC ND N     -   393,594.28  2,118,439.83   iFT  0.99993585   +0 27 23.1
 TE2051;UTM  14      - 5,325,282.451   433,960.075   MT  0.99965359   -0 39 35.0
 TE2051
 TE2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2051!SPC ND N     -   0.99992441  x   0.99993585  =   0.99986027
 TE2051!UTM  14      -   0.99992441  x   0.99965359  =   0.99957803
 TE2051
 TE2051:                Primary Azimuth Mark                     Grid Az
 TE2051:SPC ND N     -  ESMOND ELEMENTARY SCH BELFRY             115 10 48.3
 TE2051:UTM  14      -  ESMOND ELEMENTARY SCH BELFRY             116 17 46.4
 TE2051
 TE2051|---------------------------------------------------------------------|
 TE2051| PID    Reference Object                     Distance      Geod. Az  |
 TE2051|                                                           dddmmss.s |
 TE2051| TE2047 ESMOND ELEMENTARY SCH BELFRY        APPROX.10.3 KM 1153811.4 |
 TE2051| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX.10.3 KM 1155350.4 |
 TE2051| CO7445 CHARLES RM 1                         58.500 METERS 19230     |
 TE2051| CO7444 CHARLES AZ MK 2                                    2075438.3 |
 TE2051| CO7442 CHARLES AZ MK                                      2080623.4 |
 TE2051| CO7443 CHARLES AZ MK RESET                                2081452.9 |
 TE2051| TF2010 BALTA MT CARMEL CATH CH BELFRY      APPROX.15.1 KM 3115352.0 |
 TE2051| CO7446 CHARLES RM 2                         67.174 METERS 32550     |
 TE2051|---------------------------------------------------------------------|
 TE2051
 TE2051                          SUPERSEDED SURVEY CONTROL
 TE2051
 TE2051  NAD 83(1986)-  48 04 38.61918(N)    099 53 11.89664(W) AD(       ) 1
 TE2051  NAD 27      -  48 04 38.60410(N)    099 53 10.42530(W) AD(       ) 1
 TE2051  NGVD 29 (02/28/92)  504.0    (m)         1654.     (f) GPS OBS        
 TE2051
 TE2051.Superseded values are not recommended for survey control.
 TE2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2051.See file dsdata.txt to determine how the superseded data were derived.
 TE2051
 TE2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3396025282(NAD 83)
 TE2051_MARKER: DS = TRIANGULATION STATION DISK
 TE2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2051_SP_SET: CONCRETE POST
 TE2051_STAMPING: CHARLES 1946
 TE2051_MARK LOGO: CGS   
 TE2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2051+STABILITY: SURFACE MOTION
 TE2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE2051+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 TE2051
 TE2051  HISTORY     - Date     Condition        Report By
 TE2051  HISTORY     - 1946     MONUMENTED       CGS
 TE2051  HISTORY     - 1946     GOOD             CGS
 TE2051  HISTORY     - 1962     GOOD             CGS
 TE2051  HISTORY     - 1967     GOOD             CGS
 TE2051  HISTORY     - 1975     GOOD             NGS
 TE2051  HISTORY     - 19910805 GOOD             NGS
 TE2051
 TE2051                          STATION DESCRIPTION
 TE2051
 TE2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2051'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF ESMOND AND
 TE2051'6 MILES SOUTH-SOUTHEAST OF SILVA.  THE STATION IS ON A CONE
 TE2051'SHAPED HILL, AT THE NORTH EDGE OF A GROUP OF HILLS, WHICH IS
 TE2051'SOME LOWER THAN THE HILLS TO THE SOUTH.  IT IS ON LAND OWNED
 TE2051'BY MR. CLIFFORD LYSNE AND IS 1/4 MILE NORTHEAST OF HIS HOUSE
 TE2051'ON THE HIGHEST POINT OF THE HILL AND ABOUT 12 FEET NORTHWEST
 TE2051'OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 TE2051'DISK IS STAMPED CHARLES 1946.
 TE2051'
 TE2051'REFERENCE MARK NO. 1 IS 194.70 FEET SOUTH OF THE STATION, 80
 TE2051'FEET EAST OF A TRACK ROAD AND 63 FEET SOUTHWEST OF A FENCE ON
 TE2051'A SMALL KNOB ON THE SIDE OF THE LARGE CONE.  THE MARK PROJECTS
 TE2051'ABOUT 2 INCHES AND THE DISK IS STAMPED CHARLES NO 1 1946.
 TE2051'
 TE2051'REFERENCE MARK NO. 2 IS 222.68 FEET NORTHWEST OF THE STATION,
 TE2051'20 FEET EAST OF A TRACK ROAD AND 1 FOOT EAST OF A FENCE.  THE
 TE2051'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CHARLES
 TE2051'NO 2 1946.
 TE2051'
 TE2051'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH-SOUTHEAST OF THE
 TE2051'STATION, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 TE2051'EAST OF A FENCE AND 3 FEET NORTH OF A WITNESS POST.  THE MARK
 TE2051'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CHARLES 1946.
 TE2051'
 TE2051'TO REACH THE STATION FROM ESMOND, AT THE POINT IN ESMOND WHERE
 TE2051'STATE HIGHWAY NO. 19 TURNS FROM WEST TO NORTH, GO WEST ON THE
 TE2051'HIGHWAY FOR 6.0 MILES TO A SIDE ROAD RIGHT AT A MAIL BOX MOUNTED
 TE2051'ON A MOWER WHEEL.  HERE TURN RIGHT AND GO NORTH FOR 2.5 MILES
 TE2051'TO THE AZIMUTH MARK ON THE LEFT AT THE TOP OF A LOW HILL AS
 TE2051'DESCRIBED.  CONTINUE NORTH AND EAST FOR 0.4 MILE TO THE RANCH
 TE2051'OF CLIFFORD LYSNE, CONTINUE PAST THE HOUSE TO A FORK.  KEEP
 TE2051'TO THE RIGHT FOR 0.05 MILE TO A GATE, PASS THROUGH THE GATE
 TE2051'AND TURN LEFT AND GO TO THE TOP OF THE HILL AND THE STATION ON
 TE2051'THE TOP OF THE HILL AS DESCRIBED.
 TE2051'
 TE2051'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 TE2051
 TE2051                          STATION RECOVERY (1946)
 TE2051
 TE2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 TE2051'RECOVERED IN GOOD CONDITION.
 TE2051
 TE2051                          STATION RECOVERY (1962)
 TE2051
 TE2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TE2051'THE STATION IS LOCATED 6 MILES WEST AND 4 MILES NORTH OF THE
 TE2051'TOWN OF ESMOND, IN THE NW 1/4 OF SEC. 14, T153N, R72W, ON THE
 TE2051'HIGHEST POINT OF A HILL.
 TE2051'
 TE2051'TO REACH FROM ESMOND AT THE POINT WHERE STATE HIGHWAY NO. 19
 TE2051'TURNS FROM WEST TO NORTH, GO WEST ON STATE HIGHWAY NO. 19 FOR
 TE2051'6.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 TE2051'ON GRADED ROAD FOR 3.7 MILES TO THE AZIMUTH MARK ON THE LEFT.
 TE2051'CONTINUE NORTH AND EAST FOR 0.45 MILE TO A Y FORK JUST AFTER
 TE2051'PASSING A RANCH HOUSE.  KEEP LEFT FOR 0.05 MILE AND TURN LEFT
 TE2051'ACROSS A FIELD.  GO UPHILL FOR 0.05 MILE TO HIGHEST POINT AND
 TE2051'STATION.
 TE2051'
 TE2051'THE STATION MARK IS A STANDARD DISK STAMPED CHARLES 1946, SET
 TE2051'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TE2051'3 INCHES.
 TE2051'
 TE2051'REFERENCE MARK NO. 1, STAMPED CHARLES NO 1 1946, IS A STANDARD
 TE2051'DISK SET IN THE TOP OF A 12-INCH SQUARE MONUMENT WHICH IS
 TE2051'FLUSH WITH THE GROUND.  IT IS 198 FEET SOUTHWEST OF A WITNESS
 TE2051'POST, AND 78 FEET EAST OF THE CENTER OF A GRADED ROAD.
 TE2051'
 TE2051'REFERENCE MARK NO. 2, STAMPED CHARLES NO 2 1946, IS A STANDARD
 TE2051'DISK SET IN THE TOP OF A 12-INCH SQUARE MONUMENT WHICH IS
 TE2051'FLUSH WITH THE GROUND.  IT IS 223 FEET NORTHWEST OF A WITNESS
 TE2051'POST AND 20 FEET EAST OF THE CENTER OF A GRADED ROAD.
 TE2051'
 TE2051'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHARLES 1946 RESET
 TE2051'1962 WHICH IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TE2051'MONUMENT PROJECTING 1 INCH.  IT IS 24 FEET WEST OF THE CENTER
 TE2051'OF A GRADED ROAD, AND IS SOUTH-SOUTHEAST OF THE STATION AND
 TE2051'1.51 FEET NORTHEAST OF A WITNESS POST.
 TE2051
 TE2051                          STATION RECOVERY (1967)
 TE2051
 TE2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE2051'STATION WAS RECOVERED AND ALL MARKS WERE FOUND.  STATION MARK
 TE2051'AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.  THE AZIMUTH
 TE2051'MARK WAS IN DANGER OF BEING DESTROYED IN THE NEAR FUTURE, THEREFORE
 TE2051'A NEW AZIMUTH MARK HAS NOW BEEN ESTABLISHED AND THE OLD AZIMUTH
 TE2051'DESTROYED.
 TE2051'
 TE2051'A SLIGHT DIFFERENCE IN THE DISTANCE TO THE REFERENCE MARKS WAS
 TE2051'NOTED BUT THE DIRECTION TO THE REFERENCE MARKS CHECKED ADEQUATELY
 TE2051'WITH THE 1962 DIRECTION TO THE MARKS.
 TE2051'
 TE2051'STATION MARK DISK IS STAMPED CHARLES 1946 AND THE MARK PROJECTS
 TE2051'ABOUT 1 INCH.  MARK IS ON THE HIGHEST POINT OF A
 TE2051'VERY PROMINENT AND STEEP HILL.
 TE2051'
 TE2051'REFERENCE MARK NUMBER 1 DISK IS STAMPED CHARLES NO 1 1946 AND
 TE2051'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 TE2051'IS 198 FEET SOUTHWEST OF A METAL WITNESS POST AND 78 FEET EAST
 TE2051'OF THE APPROXIMATE CENTER OF A NORTH-SOUTH GRADED ROAD.
 TE2051'
 TE2051'REFERENCE MARK NUMBER 2 DISK IS STAMPED CHARLES NO 2 1946 AND
 TE2051'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 TE2051'IS 20 FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH
 TE2051'GRADED ROAD.
 TE2051'
 TE2051'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CHARLES
 TE2051'1946 AZ 2 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 TE2051'PROJECTS ABOUT 3 INCHES.  MARK IS 100 FEET EAST OF
 TE2051'THE APPROXIMATE CENTER OF A NORTH-SOUTH GRADED ROAD, 6.0 FEET
 TE2051'NORTH OF A POWERLINE POLE AND 2.4 FEET NORTH-NORTHEAST OF A METAL
 TE2051'WITNESS POST.
 TE2051
 TE2051                          STATION RECOVERY (1975)
 TE2051
 TE2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (KLC)
 TE2051'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH
 TE2051'MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 TE2051'TO REACH IS ADEQUATE.
 TE2051'
 TE2051'STATION CHARLES WAS OCCUPIED AS THE ANTENNA SITE FOR GEOCEIVER
 TE2051'STATION 52077.
 TE2051'
 TE2051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST
 TE2051'NORTHWEST OF ESMOND.
 TE2051
 TE2051                          STATION RECOVERY (1991)
 TE2051
 TE2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TE2051'THE STATION IS LOCATED 6 MILES WEST AND 4 MILES NORTH OF THE
 TE2051'TOWN OF ESMOND, IN THE NW 1/4 OF SEC. 14, T153N, R72W, ON THE
 TE2051'HIGHEST POINT OF A HILL.
 TE2051'TO REACH FROM ESMOND AT THE POINT WHERE STATE HIGHWAY NO. 19
 TE2051'TURNS FROM WEST TO NORTH, GO WEST ON STATE HIGHWAY NO. 19 FOR
 TE2051'6.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 TE2051'ON GRADED ROAD FOR 3.7 MILES TO THE AZIMUTH MARK ON THE LEFT.
 TE2051'CONTINUE NORTH AND EAST FOR 0.45 MILE TO A Y FORK JUST AFTER
 TE2051'PASSING A RANCH HOUSE.  KEEP LEFT FOR 0.05 MILE AND TURN LEFT
 TE2051'ACROSS A FIELD.  GO UPHILL FOR 0.05 MILE TO HIGHEST POINT AND
 TE2051'STATION.
 TE2051'THE STATION MARK IS A STANDARD DISK STAMPED CHARLES 1946, SET
 TE2051'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TE2051'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1820 ***********************************************************************
 TG1820  DESIGNATION -  CHARLESTON
 TG1820  PID         -  TG1820
 TG1820  STATE/COUNTY-  ND/MCKENZIE
 TG1820  USGS QUAD   -  CHARLSON SW (1965)
 TG1820
 TG1820                         *CURRENT SURVEY CONTROL
 TG1820  ___________________________________________________________________
 TG1820* NAD 83(1996)-  48 04 48.11252(N)    102 54 11.67614(W)     ADJUSTED  
 TG1820* NAVD 88     -       753.17   (+/-2cm)    2471.0    (feet)  VERTCON   
 TG1820  ___________________________________________________________________
 TG1820  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 TG1820  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 TG1820
 TG1820  HORZ ORDER  -  FIRST
 TG1820  VERT ORDER  -  THIRD ? (See Below)
 TG1820
 TG1820.The horizontal coordinates were established by classical geodetic methods
 TG1820.and adjusted by the National Geodetic Survey in January 1998..
 TG1820
 TG1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1820.The vertical order pertains to the NGVD 29 superseded value.
 TG1820
 TG1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1820
 TG1820.The geoid height was determined by GEOID03.
 TG1820
 TG1820;                    North         East     Units Scale Factor Converg.
 TG1820;SPC ND N     -   122,872.906   420,975.229   MT  0.99993585   -1 47 18.0
 TG1820;SPC ND N     -   403,126.33  1,381,152.33   iFT  0.99993585   -1 47 18.0
 TG1820;UTM  13      - 5,327,322.020   656,162.853   MT  0.99989966   +1 33 37.7
 TG1820
 TG1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1820!SPC ND N     -   0.99988478  x   0.99993585  =   0.99982064
 TG1820!UTM  13      -   0.99988478  x   0.99989966  =   0.99978445
 TG1820
 TG1820|---------------------------------------------------------------------|
 TG1820| PID    Reference Object                     Distance      Geod. Az  |
 TG1820|                                                           dddmmss.s |
 TG1820| CQ8064 CHARLESTON RM 1                       9.386 METERS 03907     |
 TG1820| TG1821 LONE BUTTE                          APPROX. 2.2 KM 0562040.5 |
 TG1820| CQ8065 CHARLESTON RM 2                      15.445 METERS 12948     |
 TG1820|---------------------------------------------------------------------|
 TG1820
 TG1820                          SUPERSEDED SURVEY CONTROL
 TG1820
 TG1820  NAD 83(1986)-  48 04 48.11248(N)    102 54 11.67336(W) AD(       ) 1
 TG1820  NAD 27      -  48 04 48.03300(N)    102 54 10.01000(W) AD(       ) 1
 TG1820  NGVD 29 (07/19/86)  752.67   (m)         2469.4    (f) LEVELING    3  
 TG1820
 TG1820.Superseded values are not recommended for survey control.
 TG1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1820.See file dsdata.txt to determine how the superseded data were derived.
 TG1820
 TG1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP5616327322(NAD 83)
 TG1820_MARKER: DS = TRIANGULATION STATION DISK
 TG1820_SETTING: 0 = UNSPECIFIED SETTING
 TG1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1820+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 TG1820
 TG1820  HISTORY     - Date     Condition        Report By
 TG1820  HISTORY     - 1945     MONUMENTED       CGS
 TG1820  HISTORY     - 1964     GOOD             USGS
 TG1820  HISTORY     - 1974     GOOD             USE
 TG1820  HISTORY     - 20001206 GOOD             INDIV
 TG1820
 TG1820                          STATION DESCRIPTION
 TG1820
 TG1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1820'THE STATION IS LOCATED ABOUT 2-1/2 MILES NW OF THE SMALL
 TG1820'VILLAGE OF CHARLSON AND ON THE HIGHEST POINT OF A RANGE OF
 TG1820'PASTURE HILLS.  IT IS ABOUT 1.5 MILES S OF THE MISSOURI RIVER
 TG1820'AND 14 FEET N OF A STANDARD WITNESS POST.  THE MARK PROJECTS
 TG1820'10 INCHES AND THE DISK IS STAMPED CHARLESTON 1945.
 TG1820'
 TG1820'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1820'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1820'CONCRETE.
 TG1820'
 TG1820'REFERENCE MARK 1 IS 30.79 FEET NE OF THE STATION, ON THE NE
 TG1820'SLOPE OF THE HILL, AND ABOUT 2 FEET LOWER IN ELEVATION THAN
 TG1820'THE STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK
 TG1820'IS STAMPED CHARLESTON NO 1 1945.  IT IS A BRONZE REFERENCE
 TG1820'DISK SET IN TOP OF A CONCRETE POST.
 TG1820'
 TG1820'REFERENCE MARK 2 IS 50.67 FEET SE OF THE STATION.  THE MARK
 TG1820'PROJECTS 2 INCHES AND THE DISK IS STAMPED CHARLESTON NO 2
 TG1820'1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1820'POST.
 TG1820'
 TG1820'TRIANGULATION STATION LONE BUTTE (MO.R.C.) WAS USED AS THE
 TG1820'AZIMUTH.  IT IS 1.8 MILES ENE OF THE STATION AND ON THE
 TG1820'SUMMIT OF A PROMINENT HILL.  THE MARK IS A STANDARD MISSOURI
 TG1820'RIVER COMMISSION 6-INCH PIPE THAT PROJECTS 3 INCHES.  THE
 TG1820'PIPE WAS FILLED WITH CONCRETE AND A BRONZE STATION DISK SET
 TG1820'IN THE TOP.  THE DISK IS STAMPED LONE BUTTE M R C 1945.
 TG1820'
 TG1820'TO REACH THE STATION FROM THE SMALL VILLAGE OF CHARLSON, GO
 TG1820'N AND W ON THE MAIN GRADED DIRT ROAD FOR 1.4 MILES TO A CROSSROAD,
 TG1820'TURN RIGHT AND GO N FOR 0.5 MILE TO A CATTLE GUARD.* CONTINUE
 TG1820'ON FOR 0.05 MILE, THENCE LEFT ACROSS PASTURE LAND FOR 0.6 MILE
 TG1820'TO THE SUMMIT OF A PROMINENT HILL AND THE STATION AS DESCRIBED.
 TG1820'
 TG1820'*TO REACH THE AZIMUTH MARK (LONE BUTTE MO.R.C.) FROM THE CATTLE
 TG1820'GUARD, FOLLOW TRACK ROAD ENE FOR 1.2 MILES TO AN EARTH DAM
 TG1820'ON THE LEFT, TURN LEFT JUST E OF THE DAM AND GO N AND E ON
 TG1820'TRACK ROAD FOR 0.6 MILE TO THE SUMMIT OF A PROMINENT HILL AND
 TG1820'THE MARK AS DESCRIBED.
 TG1820'
 TG1820'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 TG1820
 TG1820                          STATION RECOVERY (1964)
 TG1820
 TG1820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG1820'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TG1820
 TG1820                          STATION RECOVERY (1974)
 TG1820
 TG1820'RECOVERY NOTE BY US ENGINEERS 1974 (GV)
 TG1820'CHARLESTON 1945-GOOD
 TG1820
 TG1820                          STATION RECOVERY (2000)
 TG1820
 TG1820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000
 TG1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1199 ***********************************************************************
 SM1199  DESIGNATION -  CHASELEY GRAIN CO ELEVATOR
 SM1199  PID         -  SM1199
 SM1199  STATE/COUNTY-  ND/WELLS
 SM1199  USGS QUAD   -  CHASELEY (1978)
 SM1199
 SM1199                         *CURRENT SURVEY CONTROL
 SM1199  ___________________________________________________________________
 SM1199* NAD 83(1996)-  47 27 07.11177(N)    099 48 52.37928(W)     ADJUSTED  
 SM1199* NAVD 88     -                                                        
 SM1199  ___________________________________________________________________
 SM1199  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 SM1199  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SM1199
 SM1199  HORZ ORDER  -  THIRD
 SM1199
 SM1199.The horizontal coordinates were established by classical geodetic methods
 SM1199.and adjusted by the National Geodetic Survey in January 1998..
 SM1199
 SM1199
 SM1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1199
 SM1199.The geoid height was determined by GEOID03.
 SM1199
 SM1199;                    North         East     Units Scale Factor Converg.
 SM1199;SPC ND N     -    50,481.072   651,690.471   MT  0.99999639   +0 30 36.2
 SM1199;SPC ND N     -   165,620.31  2,138,092.10   iFT  0.99999639   +0 30 36.2
 SM1199;UTM  14      - 5,255,714.057   438,597.714   MT  0.99964633   -0 36 00.4
 SM1199
 SM1199                          SUPERSEDED SURVEY CONTROL
 SM1199
 SM1199  NAD 83(1986)-  47 27 07.11771(N)    099 48 52.37864(W) AD(       ) 4
 SM1199  NAD 27      -  47 27 07.11200(N)    099 48 50.93400(W) AD(       ) 3
 SM1199
 SM1199.Superseded values are not recommended for survey control.
 SM1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1199.See file dsdata.txt to determine how the superseded data were derived.
 SM1199
 SM1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3859855714(NAD 83)
 SM1199_MARKER: 65 = GRAIN ELEVATOR
 SM1199
 SM1199  HISTORY     - Date     Condition        Report By
 SM1199  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1199
 SM1199                          STATION DESCRIPTION
 SM1199
 SM1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1199'THIS INTERSECTION STATION IS LOCATED IN THE VILLAGE OF CHASELEY,
 SM1199'APPROXIMATELY 30 FEET N OF THE NORTHERN PACIFIC RAILROAD
 SM1199'TRACKS AND 0.1 MILE E OF THE DEPOT.  IT IS PAINTED RED, ABOUT
 SM1199'80 FEET HIGH AND WAS BUILT IN 1915.
 SM1199'
 SM1199'THE CENTER OF THE GABLED ROOF WAS THE POINT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2084 ***********************************************************************
 TE2084  DESIGNATION -  CHESTER
 TE2084  PID         -  TE2084
 TE2084  STATE/COUNTY-  ND/ROLETTE
 TE2084  USGS QUAD   -  MYLO (1971)
 TE2084
 TE2084                         *CURRENT SURVEY CONTROL
 TE2084  ___________________________________________________________________
 TE2084* NAD 83(1996)-  48 44 50.81348(N)    099 36 57.82471(W)     ADJUSTED  
 TE2084* NAVD 88     -       540.2    (meters)    1772.     (feet)  VERTCON   
 TE2084  ___________________________________________________________________
 TE2084  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 TE2084  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 TE2084
 TE2084  HORZ ORDER  -  SECOND
 TE2084
 TE2084.The horizontal coordinates were established by classical geodetic methods
 TE2084.and adjusted by the National Geodetic Survey in January 1998..
 TE2084
 TE2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2084
 TE2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2084
 TE2084.The geoid height was determined by GEOID03.
 TE2084
 TE2084;                    North         East     Units Scale Factor Converg.
 TE2084;SPC ND N     -   194,664.480   665,004.438   MT  1.00000283   +0 39 28.0
 TE2084;SPC ND N     -   638,662.99  2,181,773.09   iFT  1.00000283   +0 39 28.0
 TE2084;UTM  14      - 5,399,564.462   454,712.369   MT  0.99962520   -0 27 47.4
 TE2084
 TE2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2084!SPC ND N     -   0.99991881  x   1.00000283  =   0.99992164
 TE2084!UTM  14      -   0.99991881  x   0.99962520  =   0.99954404
 TE2084
 TE2084|---------------------------------------------------------------------|
 TE2084| PID    Reference Object                     Distance      Geod. Az  |
 TE2084|                                                           dddmmss.s |
 TE2084| CO7449 CHESTER RM 3                         55.621 METERS 07402     |
 TE2084| CO7447 CHESTER RM 1                         51.488 METERS 10916     |
 TE2084| CO7448 CHESTER RM 2                         26.352 METERS 26928     |
 TE2084| TE2076 BELCOURT BUR INDIAN AFFAIRS TK      APPROX.14.1 KM 3192401.0 |
 TE2084|---------------------------------------------------------------------|
 TE2084
 TE2084                          SUPERSEDED SURVEY CONTROL
 TE2084
 TE2084  NAD 83(1986)-  48 44 50.81465(N)    099 36 57.80574(W) AD(       ) 2
 TE2084  NAD 27      -  48 44 50.79911(N)    099 36 56.27313(W) AD(       ) 2
 TE2084  NGVD 29 (07/19/86)  539.8    (m)         1771.     (f) VERT ANG       
 TE2084
 TE2084.Superseded values are not recommended for survey control.
 TE2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2084.See file dsdata.txt to determine how the superseded data were derived.
 TE2084
 TE2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5471299564(NAD 83)
 TE2084_MARKER: DD = SURVEY DISK
 TE2084_SETTING: 0 = UNSPECIFIED SETTING
 TE2084
 TE2084  HISTORY     - Date     Condition        Report By
 TE2084  HISTORY     - 1968     MONUMENTED       USGS
 TE2084
 TE2084                          STATION DESCRIPTION
 TE2084
 TE2084'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2084'THE STATION IS ABOUT 7.7 MI S. OF ROLLA, NEAR THE E. SIXTEENTH
 TE2084'COR. BETWEEN SECS. 20 AND 29, T. 161 N., R. 69 W., ABOUT 0.1 MI W.
 TE2084'OF STATE HWY. 30, ON TOP OF A LOW RIDGE.
 TE2084'
 TE2084'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 30 AND
 TE2084'U.S. HWY. 281 - STATE HWY. 5 AT THE W. EDGE OF ROLLA, GO S. ON
 TE2084'STATE HWY. 30 FOR 7.7 MI TO SECTION LINE TRAILS E.-W., TURN W.,
 TE2084'RIGHT, ON TRAIL AND CONTINUE W. FOR 0.1 MI TO TOP OF LOW RIDGE
 TE2084'AND STATION ON RIGHT.
 TE2084'
 TE2084'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2084'ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO
 TE2084'WITHIN 1 IN. OF CAP, STAMPED ET CHESTER 1968, IS 624 FT W. AND 6
 TE2084'FT N. OF CENTER OF HWY. AT TRAILS E.-W., THE STATION IS BURIED 12
 TE2084'IN. BELOW GROUND LEVEL.
 TE2084'
 TE2084'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2084'COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2084'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CHESTER NO 2 1968 IS ESE. OF
 TE2084'THE STATION, IN THE SW. EDGE OF A POT HOLE, 464 FT W. AND 52 FT S.
 TE2084'OF CENTER OF HWY. AT TRAILS E.-W., THE MARK IS FLUSH WITH THE
 TE2084'GROUND.
 TE2084'
 TE2084'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2084'COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2084'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CHESTER NO 2 1968, IS W. OF
 TE2084'THE STATION, 710 FT W. AND 5 FT N. OF CENTER OF HWY. AT TRAILS
 TE2084'E.-W., THE MARK IS FLUSH WITH GROUND.
 TE2084'
 TE2084'REFERENCE MARK NO. 3 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2084'COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2084'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CHESTER NO 3 1968, IS ENE.
 TE2084'OF THE STATION, IN THE NW. SIDE OF A POT HOLE, 450 FT W. AND 55 FT
 TE2084'N. OF CENTER OF HWY. AT TRAILS E.-W., THE MARK IS FLUSH WITH THE
 TE2084'GROUND.
 TE2084'
 TE2084'NO AZIMUTH MARK SET.
 TE2084'
 TE2084'REFERENCE AZIMUTH USED - BUREAU OF INDIAN AFFAIRS WATER TANK IN
 TE2084'BELCOURT, N. DAK., ON A SMALL HILL IN THE NE. EDGE OF BELCOURT, IT
 TE2084'WAS ERECTED IN 1961 BY PITTSBURGH-DES MOINES STEEL CO. (100,000
 TE2084'GALS. CAPACITY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1684 ***********************************************************************
 SN1684  DESIGNATION -  CHESTER
 SN1684  PID         -  SN1684
 SN1684  STATE/COUNTY-  ND/MCLEAN
 SN1684  USGS QUAD   -  RIVERDALE SOUTH (1972)
 SN1684
 SN1684                         *CURRENT SURVEY CONTROL
 SN1684  ___________________________________________________________________
 SN1684* NAD 83(1996)-  47 25 46.59963(N)    101 16 51.70973(W)     ADJUSTED  
 SN1684* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 SN1684  ___________________________________________________________________
 SN1684  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 SN1684  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 SN1684
 SN1684  HORZ ORDER  -  SECOND
 SN1684
 SN1684.The horizontal coordinates were established by classical geodetic methods
 SN1684.and adjusted by the National Geodetic Survey in January 1998..
 SN1684
 SN1684.The orthometric height was scaled from a topographic map.
 SN1684
 SN1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1684
 SN1684.The geoid height was determined by GEOID03.
 SN1684
 SN1684;                    North         East     Units Scale Factor Converg.
 SN1684;SPC ND N     -    48,063.372   541,076.737   MT  1.00000073   -0 34 52.3
 SN1684;SPC ND N     -   157,688.23  1,775,186.15   iFT  1.00000073   -0 34 52.3
 SN1684;SPC ND S     -   196,262.910   541,077.342   MT  0.99998980   -0 34 10.8
 SN1684;SPC ND S     -   643,907.19  1,775,188.13   iFT  0.99998980   -0 34 10.8
 SN1684;UTM  14      - 5,255,429.364   327,982.083   MT  0.99996365   -1 40 49.0
 SN1684
 SN1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1684!SPC ND N     -   0.99990970  x   1.00000073  =   0.99991043
 SN1684!SPC ND S     -   0.99990970  x   0.99998980  =   0.99989950
 SN1684!UTM  14      -   0.99990970  x   0.99996365  =   0.99987335
 SN1684
 SN1684|---------------------------------------------------------------------|
 SN1684| PID    Reference Object                     Distance      Geod. Az  |
 SN1684|                                                           dddmmss.s |
 SN1684| CQ8080 CHESTER RM 1                         11.552 METERS 00013     |
 SN1684| CQ8081 CHESTER RM 2                         12.295 METERS 26749     |
 SN1684| SN1682 RIVERDALE SE CHECKERED TANK         APPROX.10.1 KM 3160959.7 |
 SN1684|---------------------------------------------------------------------|
 SN1684
 SN1684                          SUPERSEDED SURVEY CONTROL
 SN1684
 SN1684  NAD 83(1986)-  47 25 46.59866(N)    101 16 51.70031(W) AD(       ) 2
 SN1684  NAD 27      -  47 25 46.60771(N)    101 16 50.13929(W) AD(       ) 2
 SN1684
 SN1684.Superseded values are not recommended for survey control.
 SN1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1684.See file dsdata.txt to determine how the superseded data were derived.
 SN1684
 SN1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT2798255429(NAD 83)
 SN1684_MARKER: DD = SURVEY DISK
 SN1684_SETTING: 0 = UNSPECIFIED SETTING
 SN1684
 SN1684  HISTORY     - Date     Condition        Report By
 SN1684  HISTORY     - 1967     MONUMENTED       USGS
 SN1684  HISTORY     - 1980     GOOD             LOCENG
 SN1684
 SN1684                          STATION DESCRIPTION
 SN1684
 SN1684'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 SN1684'THE STATION IS LOCATED ABOUT 2.0 MI S. AND 6.5 MI W. OF UNDERWOOD,
 SN1684'T. 146 N., R. 83 W., NEAR THE SE. COR. OF THE SW 1/4 OF SEC. 29.
 SN1684'
 SN1684'TO REACH THE STATION FROM THE RR. CROSSING AND MAIN STREET IN THE
 SN1684'TOWN OF UNDERWOOD, GO W. ALONG MAIN STREET FOR 0.3 MI (5 BLOCKS) TO
 SN1684'END OF STREET, TURN LEFT (S.) AND GO 2.8 MI TO A CROSSROADS, TURN
 SN1684'RIGHT (W.) AND GO 4.0 MI TO CROSSROADS (DIRT W.), CONTINUE W. ALONG
 SN1684'DIRT RD. FOR 2.0 MI TO A T-RD. E., TURN RIGHT (N.) AND GO 1.0 MI TO
 SN1684'A CROSSROADS, TURN LEFT (W.) AND GO 0.5 MI TO A T-RD. N. AND
 SN1684'STATION ON RIGHT (N.).
 SN1684'
 SN1684'STATION MARK IS 39 FT N. AND 30 FT W. OF CENTER OF T-RD. N., 2 FT
 SN1684'E. OF COR. FENCE POST, 2 FT E. OF USGS WITNESS POST.  STAMPED
 SN1684'ET CHESTER 1967.
 SN1684'
 SN1684'REFERENCE MARK NO. 1 IS N. OF THE STATION, 77 FT N. AND 20 FT W. OF
 SN1684'CENTER OF T-RD. N., 1 FT E. OF FENCE.  STAMPED CHESTER NO 1 1967.
 SN1684'
 SN1684'REFERENCE MARK NO. 2 IS W. OF THE STATION, 39 FT N. AND 60 FT W. OF
 SN1684'CENTER OF T-RD. N., 1 FT S. OF FENCE.  STAMPED CHESTER NO 2 1967.
 SN1684'
 SN1684'AZIMUTH MARK - NONE SET.
 SN1684'
 SN1684'REFERENCE AZIMUTH TO TOP OF CENTER OF THE W. OF TWO CHECKERED W.T.
 SN1684'IN TOWN OF RIVERDALE.
 SN1684'
 SN1684'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 SN1684'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 SN1684'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1684
 SN1684                          STATION RECOVERY (1980)
 SN1684
 SN1684'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DM)
 SN1684'ET CHESTER 1967 RECOVERED GOOD.
 SN1684'
 SN1684'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH AND 6.5
 SN1684'MILES WEST OF UNDERWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2136 ***********************************************************************
 TF2136  DESIGNATION -  CHILLY
 TF2136  PID         -  TF2136
 TF2136  STATE/COUNTY-  ND/WARD
 TF2136  USGS QUAD   -  SAWYER (1981)
 TF2136
 TF2136                         *CURRENT SURVEY CONTROL
 TF2136  ___________________________________________________________________
 TF2136* NAD 83(1996)-  48 04 46.62829(N)    101 00 54.67370(W)     ADJUSTED  
 TF2136* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 TF2136  ___________________________________________________________________
 TF2136  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 TF2136  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TF2136
 TF2136  HORZ ORDER  -  THIRD
 TF2136
 TF2136.The horizontal coordinates were established by classical geodetic methods
 TF2136.and adjusted by the National Geodetic Survey in January 1998..
 TF2136
 TF2136.The orthometric height was scaled from a topographic map.
 TF2136
 TF2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2136
 TF2136.The geoid height was determined by GEOID03.
 TF2136
 TF2136;                    North         East     Units Scale Factor Converg.
 TF2136;SPC ND N     -   120,161.366   561,615.920   MT  0.99993585   -0 23 00.1
 TF2136;SPC ND N     -   394,230.20  1,842,571.92   iFT  0.99993585   -0 23 00.1
 TF2136;UTM  14      - 5,327,113.929   349,910.832   MT  0.99987680   -1 29 59.0
 TF2136
 TF2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2136!SPC ND N     -   0.99992986  x   0.99993585  =   0.99986572
 TF2136!UTM  14      -   0.99992986  x   0.99987680  =   0.99980667
 TF2136
 TF2136|---------------------------------------------------------------------|
 TF2136| PID    Reference Object                     Distance      Geod. Az  |
 TF2136|                                                           dddmmss.s |
 TF2136| TF2137 S63 B25                             118.368 METERS 01809     |
 TF2136| TF2065 MORLANG                             APPROX. 5.3 KM 0612640.0 |
 TF2136| CQ8083 CHILLY RM 1                          24.802 METERS 22725     |
 TF2136| CQ8084 CHILLY RM 2                                        30535     |
 TF2136| CQ8082 CHILLY AZ MK                                       3204659.7 |
 TF2136| CQ8085 CHILLY RM 3                                        32857     |
 TF2136|---------------------------------------------------------------------|
 TF2136
 TF2136                          SUPERSEDED SURVEY CONTROL
 TF2136
 TF2136  NAD 83(1986)-  48 04 46.62969(N)    101 00 54.67142(W) AD(       ) 3
 TF2136  NAD 27      -  48 04 46.59590(N)    101 00 53.12480(W) AD(       ) 3
 TF2136
 TF2136.Superseded values are not recommended for survey control.
 TF2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2136.See file dsdata.txt to determine how the superseded data were derived.
 TF2136
 TF2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4991127114(NAD 83)
 TF2136_MARKER: DS = TRIANGULATION STATION DISK
 TF2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2136
 TF2136  HISTORY     - Date     Condition        Report By
 TF2136  HISTORY     - 1946     MONUMENTED       CGS
 TF2136  HISTORY     - 1962     GOOD             CGS
 TF2136  HISTORY     - 1962     GOOD             CGS
 TF2136
 TF2136                          STATION DESCRIPTION
 TF2136
 TF2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2136'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF VELVA,
 TF2136'2 MILES SOUTHEAST OF SAWYER ON THE SOUTH SIDE OF U.S. HIGHWAY
 TF2136'NO. 52 AND ABOUT 50 FEET WEST OF THE WARD*MC HENRY COUNTY
 TF2136'LINE.  IT IS ON TOP OF THE FIRST KNOB OF THE RIDGE IN THE
 TF2136'SOUTHWEST CORNER OF A JAGAD INTERSECTION AND IS 7.6 FEET
 TF2136'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 1
 TF2136'INCH AND THE DISK IS STAMPED CHILLY 1946.
 TF2136'
 TF2136'REFERENCE MARK NO. 1 IS 81.37 FEET SOUTH-SOUTHWEST OF THE
 TF2136'STATION AND ABOUT 25 FEET EAST OF AN ABANDONED TRACK ROAD.  THE
 TF2136'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CHILLY
 TF2136'NO 1 1946.
 TF2136'
 TF2136'REFERENCE MARK NO. 2 IS 83.70 FEET WEST OF THE STATION AND
 TF2136'12 FEET WEST OF AN ABANDONED TRACK ROAD.  THE MARK PROJECTS
 TF2136'ABOUT 2 INCHES AND THE DISK IS STAMPED CHILLY NO 2 1946.
 TF2136'
 TF2136'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHWEST
 TF2136'OF THE STATION, ABOUT 80 FEET SOUTH OF THE RAILROAD, 73
 TF2136'FEET NORTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY
 TF2136'NO. 52 AND 4.5 FEET NORTHEAST OF A WITNESS POST ON THE TOP
 TF2136'OF A SMALL HILL.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 TF2136'DISK IS STAMPED CHILLY 1946.
 TF2136'
 TF2136'TO REACH THE STATION FROM SAWYER AT THE POST OFFICE, GO SOUTHEAST
 TF2136'ON U.S. HIGHWAY NO. 52 FOR 2.0 MILES TO A JAGAD CROSS ROADS.
 TF2136'HERE TURN RIGHT AND THEN RIGHT AGAIN THROUGH THE WIRE GATE
 TF2136'IN THE FENCE CORNER.  BEAR RIGHT AROUND THE FIRST KNOB ON THE
 TF2136'POINT OF THE RIDGE AND GO UP AN ABANDONED TRACK ROAD THROUGH
 TF2136'A SLIGHT DRAW TO A SADDLE BETWEEN THE FIRST AND SECOND KNOB.
 TF2136'TURN SHARP LEFT AND GO TO THE TOP OF THE KNOB AND THE STATION
 TF2136'AS DESCRIBED.
 TF2136'
 TF2136'TO REACH THE AZIMUTH MARK FROM THE JAGAD CROSS ROADS AT THE
 TF2136'BOTTOM OF THE HILL FROM THE STATION, GO NORTHWEST FOR 0.3
 TF2136'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 TF2136'
 TF2136'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF2136
 TF2136                          STATION RECOVERY (1962)
 TF2136
 TF2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2136'THE STATION IS LOCATED 2 MILES EAST AND 1/2 MILE SOUTH OF
 TF2136'THE TOWN OF SAWYER, IN THE NE 1/4 OF SEC. 13, T153N, R81W,
 TF2136'50 FEET WEST OF THE WARD MC HENRY COUNTY LINE.
 TF2136'
 TF2136'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD
 TF2136'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED AND REFERENCE
 TF2136'MARK NO. 3 WAS SET.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 TF2136'NOT RECOVERED.  IT IS BELIEVED THAT IS HAS BEEN DESTROYED.
 TF2136'
 TF2136'THE ORIGINAL TO REACH IS ADEQUATE.
 TF2136'
 TF2136'REFERENCE MARK NO. 3, STAMPED CHILLY NO 3 1946 1962, IS A
 TF2136'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TF2136'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 45 FEET NORTHWEST
 TF2136'OF THE CENTER OF A ROAD UNDER CONSTRUCTION.
 TF2136
 TF2136                          STATION RECOVERY (1962)
 TF2136
 TF2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 TF2136'THE STATION WAS RECOVERED.  THE STATION MARK AND REFERENCE
 TF2136'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED
 TF2136'IN 1946.  THE AZIMUTH MARK IS BELIEVED TO BE DESTROYED.
 TF2136'A THOROUGH SEARCH WAS MADE AT THE DESCRIBED SITE FOR THIS
 TF2136'MARK.  THE AREA HAS BEEN ALTERED SOMEWHAT DUE TO NEW HIGHWAY
 TF2136'CONSTRUCTION AND THE MARK WAS PROBABLY DESTROYED.
 TF2136'
 TF2136'PROPERTY AT THE STATION IS OWNED BY CECIL BOOTH WHO LIVES AT
 TF2136'THE FIRST FARM RESIDENCE AT EAST BASE OF THE STATION HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0895 ***********************************************************************
 RR0895  DESIGNATION -  CHIMNEY
 RR0895  PID         -  RR0895
 RR0895  STATE/COUNTY-  ND/MORTON
 RR0895  USGS QUAD   -  FISH CREEK LAKE (1980)
 RR0895
 RR0895                         *CURRENT SURVEY CONTROL
 RR0895  ___________________________________________________________________
 RR0895* NAD 83(1996)-  46 39 55.57977(N)    101 09 20.38542(W)     ADJUSTED  
 RR0895* NAVD 88     -       731.     (meters)    2398.     (feet)  SCALED    
 RR0895  ___________________________________________________________________
 RR0895  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 RR0895  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 RR0895
 RR0895  HORZ ORDER  -  THIRD
 RR0895
 RR0895.The horizontal coordinates were established by classical geodetic methods
 RR0895.and adjusted by the National Geodetic Survey in January 1998..
 RR0895
 RR0895.The orthometric height was scaled from a topographic map.
 RR0895
 RR0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0895
 RR0895.The geoid height was determined by GEOID03.
 RR0895
 RR0895;                    North         East     Units Scale Factor Converg.
 RR0895;SPC ND S     -   111,229.241   549,826.087   MT  0.99994019   -0 28 41.6
 RR0895;SPC ND S     -   364,925.33  1,803,891.36   iFT  0.99994019   -0 28 41.6
 RR0895;UTM  14      - 5,170,243.503   335,096.534   MT  0.99993425   -1 34 05.9
 RR0895
 RR0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0895!SPC ND S     -   0.99988859  x   0.99994019  =   0.99982879
 RR0895!UTM  14      -   0.99988859  x   0.99993425  =   0.99982285
 RR0895
 RR0895:                Primary Azimuth Mark                     Grid Az
 RR0895:SPC ND S     -  NELSON                                   028 42 44.1
 RR0895:UTM  14      -  NELSON                                   029 48 08.4
 RR0895
 RR0895|---------------------------------------------------------------------|
 RR0895| PID    Reference Object                     Distance      Geod. Az  |
 RR0895|                                                           dddmmss.s |
 RR0895| RR0892 NELSON                              APPROX. 9.0 KM 0281402.5 |
 RR0895| RR0908 AIR BEACON NO 2                     APPROX.16.2 KM 3284858.9 |
 RR0895|---------------------------------------------------------------------|
 RR0895
 RR0895                          SUPERSEDED SURVEY CONTROL
 RR0895
 RR0895  NAD 83(1986)-  46 39 55.57219(N)    101 09 20.37070(W) AD(       ) 3
 RR0895  NAD 27      -  46 39 55.56971(N)    101 09 18.86775(W) AD(       ) 3
 RR0895
 RR0895.Superseded values are not recommended for survey control.
 RR0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0895.See file dsdata.txt to determine how the superseded data were derived.
 RR0895
 RR0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS3509770244(NAD 83)
 RR0895_MARKER: DD = SURVEY DISK
 RR0895_SETTING: 80 = SET IN A BOULDER
 RR0895_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RR0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0895+STABILITY: SURFACE MOTION
 RR0895
 RR0895  HISTORY     - Date     Condition        Report By
 RR0895  HISTORY     - 1941     MONUMENTED       USGS
 RR0895
 RR0895                          STATION DESCRIPTION
 RR0895
 RR0895'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0895'LOCATED IN SE. 1/4 SEC. 21, T. 137 N., R. 83 W., ON LAND OWNED BY AXEL
 RR0895'JOHNSON.
 RR0895'
 RR0895'TO REACH FROM AXEL JOHNSONS RESIDENCE, WHICH IS LOCATED IN NE. 1/4 OF
 RR0895'SEC. 21, DRIVE IN SOUTHERLY DIRECTION FOR 0.6 MI ON FIELD RD.  LEAVE
 RR0895'MAIN RD. AT THIS POINT, AND HEAD IN SE. DIRECTION ON DIM RD.  GAP IN
 RR0895'HIGH RIDGE.  FOLLOW THIS RD. BY CAR TO TOP OF RIDGE AT GAP.  LEAVE CAR
 RR0895'AND FOLLOW ALONG TOP OF RIDGE IN NORTHERLY DIRECTION ABOUT 500 FT TO
 RR0895'LAST HIGH TOP.  THIS TOP IS KNOWN LOCALLY AS CHIMNEY BUTTE, AND
 RR0895'STATION IS ABOUT IN CENTER OF SMALL, FLAT TOP.
 RR0895'
 RR0895'STANDARD TABLET CEMENTED IN 2 BY 2 FT. BOULDER, WHICH PROJECTS ABOUT
 RR0895'2 IN. ABOVE GROUND STAMPED---CHIMNEY 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1747 ***********************************************************************
 SN1747  DESIGNATION -  CHIP
 SN1747  PID         -  SN1747
 SN1747  STATE/COUNTY-  ND/MCLEAN
 SN1747  USGS QUAD   -  EMMET SW (1967)
 SN1747
 SN1747                         *CURRENT SURVEY CONTROL
 SN1747  ___________________________________________________________________
 SN1747* NAD 83(1996)-  47 33 08.26631(N)    101 40 35.36504(W)     ADJUSTED  
 SN1747* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 SN1747  ___________________________________________________________________
 SN1747  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 SN1747  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN1747
 SN1747  HORZ ORDER  -  THIRD
 SN1747
 SN1747.The horizontal coordinates were established by classical geodetic methods
 SN1747.and adjusted by the National Geodetic Survey in January 1998..
 SN1747
 SN1747.The orthometric height was scaled from a topographic map.
 SN1747
 SN1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1747
 SN1747.The geoid height was determined by GEOID03.
 SN1747
 SN1747;                    North         East     Units Scale Factor Converg.
 SN1747;SPC ND N     -    62,081.071   511,452.413   MT  0.99997874   -0 52 31.7
 SN1747;SPC ND N     -   203,678.05  1,677,993.48   iFT  0.99997874   -0 52 31.7
 SN1747;SPC ND S     -   210,273.318   511,449.120   MT  1.00001440   -0 51 29.2
 SN1747;SPC ND S     -   689,873.09  1,677,982.68   iFT  1.00001440   -0 51 29.2
 SN1747;UTM  14      - 5,270,013.527   298,631.030   MT  1.00009833   -1 58 32.3
 SN1747
 SN1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1747!SPC ND N     -   0.99990736  x   0.99997874  =   0.99988611
 SN1747!SPC ND S     -   0.99990736  x   1.00001440  =   0.99992176
 SN1747!UTM  14      -   0.99990736  x   1.00009833  =   1.00000568
 SN1747
 SN1747|---------------------------------------------------------------------|
 SN1747| PID    Reference Object                     Distance      Geod. Az  |
 SN1747|                                                           dddmmss.s |
 SN1747| CQ8087 CHIP RM 1                             7.843 METERS 00131     |
 SN1747| CQ8086 CHIP AZ MK                                         0133946.7 |
 SN1747| SN1681 RIVERDALE NW CHECKERED TANK         APPROX.23.6 KM 1052219.7 |
 SN1747| SN1682 RIVERDALE SE CHECKERED TANK         APPROX.23.7 KM 1053058.4 |
 SN1747| CQ8088 CHIP RM 2                             9.807 METERS 27129     |
 SN1747|---------------------------------------------------------------------|
 SN1747
 SN1747                          SUPERSEDED SURVEY CONTROL
 SN1747
 SN1747  NAD 83(1986)-  47 33 08.26485(N)    101 40 35.35818(W) AD(       ) 3
 SN1747  NAD 27      -  47 33 08.26370(N)    101 40 33.75900(W) AD(       ) 3
 SN1747
 SN1747.Superseded values are not recommended for survey control.
 SN1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1747.See file dsdata.txt to determine how the superseded data were derived.
 SN1747
 SN1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9863170014(NAD 83)
 SN1747_MARKER: DS = TRIANGULATION STATION DISK
 SN1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1747
 SN1747  HISTORY     - Date     Condition        Report By
 SN1747  HISTORY     - 1962     MONUMENTED       CGS
 SN1747
 SN1747                          STATION DESCRIPTION
 SN1747
 SN1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1747'THE STATION IS LOCATED 1 MILE WEST AND 6-1/2 MILES SOUTH OF THE
 SN1747'TOWN OF EMMET, IN THE SE 1/4 OF SEC. 18, T147N, R86W, ABOUT 1/4
 SN1747'MILE NORTH OF LAKE THOMPSON ON GRAZING LAND THAT IS GOVERNMENT
 SN1747'OWNED.
 SN1747'
 SN1747'TO REACH FROM A CROSSROAD, JUST SOUTHWEST OF THE POST OFFICE
 SN1747'AND STORE IN EMMET, GO SOUTH ON COUNTY ROAD 11 FOR 5 MILES TO
 SN1747'A CROSSROAD WITH A SCHOOL HOUSE IN THE SOUTHWEST ANGLE OF THE
 SN1747'INTERSECTION.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD
 SN1747'FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE
 SN1747'GRAVELED ROAD FOR 1 MILE TO A RANCH AND THE END OF THE GRAVELED
 SN1747'ROAD.  CONTINUE SOUTH ON THE OLD SECTION LINE ROAD FOR 0.25
 SN1747'MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT.  PASS
 SN1747'THROUGH THE GATE AND CONTINUE SOUTH ON THE WEST SIDE OF THE
 SN1747'FENCE FOR 0.25 MILE.  HERE TURN RIGHT AND PICK YOUR WAY
 SN1747'SOUTHWESTERLY FOR 0.1 MILE TO THE STATION AND REFERENCE
 SN1747'MARKS AS DESCRIBED.
 SN1747'
 SN1747'THE STATION MARK IS A STANDARD DISK STAMPED CHIP 1962 AND SET
 SN1747'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1747'5 INCHES.  IT IS 1/4 MILE NORTH OF LAKE THOMPSON AND 6.5 FEET
 SN1747'NORTHEAST OF THE WITNESS POST.
 SN1747'
 SN1747'REFERENCE MARK NO. 1, STAMPED CHIP NO 1 1962, IS A STANDARD
 SN1747'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1747'WHICH PROJECTS 4 INCHES.  IT IS 32.1 FEET NORTH OF THE WITNESS
 SN1747'POST.
 SN1747'
 SN1747'REFERENCE MARK NO. 2, STAMPED CHIP NO 2 1962, IS A STANDARD
 SN1747'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1747'WHICH PROJECTS 4 INCHES.  IT IS 33.5 FEET NORTHWEST OF THE
 SN1747'WITNESS POST.
 SN1747'
 SN1747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHIP 1962 AND SET
 SN1747'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1747'5 INCHES.  IT IS 14 FEET WEST OF THE CENTER OF THE GATE AND 6
 SN1747'FEET SOUTHEAST OF A T FENCE CORNER.
 SN1747'
 SN1747'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 41.20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1746 ***********************************************************************
 SN1746  DESIGNATION -  CHIPPEWA
 SN1746  PID         -  SN1746
 SN1746  STATE/COUNTY-  ND/MCLEAN
 SN1746  USGS QUAD   -  EMMET SW (1967)
 SN1746
 SN1746                         *CURRENT SURVEY CONTROL
 SN1746  ___________________________________________________________________
 SN1746* NAD 83(1996)-  47 33 08.86189(N)    101 40 36.02748(W)     ADJUSTED  
 SN1746* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 SN1746  ___________________________________________________________________
 SN1746  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 SN1746  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN1746
 SN1746  HORZ ORDER  -  SECOND
 SN1746
 SN1746.The horizontal coordinates were established by classical geodetic methods
 SN1746.and adjusted by the National Geodetic Survey in January 1998..
 SN1746
 SN1746.The orthometric height was scaled from a topographic map.
 SN1746
 SN1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1746
 SN1746.The geoid height was determined by GEOID03.
 SN1746
 SN1746;                    North         East     Units Scale Factor Converg.
 SN1746;SPC ND N     -    62,099.674   511,438.846   MT  0.99997871   -0 52 32.2
 SN1746;SPC ND N     -   203,739.09  1,677,948.97   iFT  0.99997871   -0 52 32.2
 SN1746;SPC ND S     -   210,291.918   511,435.547   MT  1.00001444   -0 51 29.7
 SN1746;SPC ND S     -   689,934.11  1,677,938.15   iFT  1.00001444   -0 51 29.7
 SN1746;UTM  14      - 5,270,032.389   298,617.821   MT  1.00009840   -1 58 32.8
 SN1746
 SN1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1746!SPC ND N     -   0.99990736  x   0.99997871  =   0.99988608
 SN1746!SPC ND S     -   0.99990736  x   1.00001444  =   0.99992180
 SN1746!UTM  14      -   0.99990736  x   1.00009840  =   1.00000575
 SN1746
 SN1746:                Primary Azimuth Mark                     Grid Az
 SN1746:SPC ND N     -  COOK                                     192 58 30.1
 SN1746:SPC ND S     -  COOK                                     192 57 27.6
 SN1746:UTM  14      -  COOK                                     194 04 30.7
 SN1746
 SN1746|---------------------------------------------------------------------|
 SN1746| PID    Reference Object                     Distance      Geod. Az  |
 SN1746|                                                           dddmmss.s |
 SN1746| SN1745 COOK                                APPROX. 5.4 KM 1920557.9 |
 SN1746|---------------------------------------------------------------------|
 SN1746
 SN1746                          SUPERSEDED SURVEY CONTROL
 SN1746
 SN1746  NAD 83(1986)-  47 33 08.86012(N)    101 40 36.02069(W) AD(       ) 2
 SN1746  NAD 27      -  47 33 08.86200(N)    101 40 34.41700(W) AD(       ) 2
 SN1746
 SN1746.Superseded values are not recommended for survey control.
 SN1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1746.See file dsdata.txt to determine how the superseded data were derived.
 SN1746
 SN1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9861870032(NAD 83)
 SN1746_MARKER: Z = SEE DESCRIPTION
 SN1746_SETTING: 0 = UNSPECIFIED SETTING
 SN1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1746
 SN1746  HISTORY     - Date     Condition        Report By
 SN1746  HISTORY     - 1889     MONUMENTED       MORC
 SN1746
 SN1746                          STATION DESCRIPTION
 SN1746
 SN1746'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1746'IS ON LEFT BANK, AT CHIPPEWA POINT, ABOUT 5 MILES BELOW BERTHOLD
 SN1746'AGENCY.  TRIANGULATION STATION IS ON A SPUR RUNNING OUT FROM
 SN1746'LEVEL PRAIRIE.  CONNECTED WITH THIS SPUR AND SOUTH OF
 SN1746'TRIANGULATION STATION, BY A DEEP SADDLE, IS A BLUFF HILL NEARLY
 SN1746'AS HIGH.  TRIANGULATION STATION IS ABOUT THREE-FOURTHS OF A MILE
 SN1746'FROM THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1089 ***********************************************************************
 RP1089  DESIGNATION -  CHRISTINE PEAVEY ELEV M LT ROD
 RP1089  PID         -  RP1089
 RP1089  STATE/COUNTY-  ND/RICHLAND
 RP1089  USGS QUAD   -  CHRISTINE (1979)
 RP1089
 RP1089                         *CURRENT SURVEY CONTROL
 RP1089  ___________________________________________________________________
 RP1089* NAD 83(1996)-  46 34 32.04257(N)    096 48 18.22342(W)     ADJUSTED  
 RP1089* NAVD 88     -                                                        
 RP1089  ___________________________________________________________________
 RP1089  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 RP1089  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP1089
 RP1089  HORZ ORDER  -  THIRD
 RP1089
 RP1089.The horizontal coordinates were established by classical geodetic methods
 RP1089.and adjusted by the National Geodetic Survey in January 1998..
 RP1089
 RP1089
 RP1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1089
 RP1089.The geoid height was determined by GEOID03.
 RP1089
 RP1089;                    North         East     Units Scale Factor Converg.
 RP1089;SPC ND S     -   107,689.792   883,120.108   MT  0.99994603   +2 41 42.1
 RP1089;SPC ND S     -   353,312.97  2,897,375.68   iFT  0.99994603   +2 41 42.1
 RP1089;SPC MN C     -   278,278.226   604,186.221   MT  0.99993083   -1 50 53.9
 RP1089;UTM  14      - 5,160,340.493   668,186.044   MT  0.99994770   +1 35 40.3
 RP1089
 RP1089                          SUPERSEDED SURVEY CONTROL
 RP1089
 RP1089  NAD 83(1986)-  46 34 32.04191(N)    096 48 18.21369(W) AD(       ) 4
 RP1089  NAD 27      -  46 34 32.18000(N)    096 48 16.92000(W) AD(       ) 3
 RP1089
 RP1089.Superseded values are not recommended for survey control.
 RP1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1089.See file dsdata.txt to determine how the superseded data were derived.
 RP1089
 RP1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6818660340(NAD 83)
 RP1089
 RP1089  HISTORY     - Date     Condition        Report By
 RP1089  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1089
 RP1089                          STATION DESCRIPTION
 RP1089
 RP1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1089'THE STATION IS THE MIDDLE ROD OF THREE ATOP THE LONE ELEVATOR
 RP1089'IN THE TOWN OF CHRISTINE.  IT IS A WHITE WOODEN BUILDING
 RP1089'APPROXIMATELY 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1768 ***********************************************************************
 TE1768  DESIGNATION -  CHUCK
 TE1768  PID         -  TE1768
 TE1768  STATE/COUNTY-  ND/RAMSEY
 TE1768  USGS QUAD   -  DERRICK SW (1972)
 TE1768
 TE1768                         *CURRENT SURVEY CONTROL
 TE1768  ___________________________________________________________________
 TE1768* NAD 83(1996)-  48 19 30.59963(N)    098 37 34.23041(W)     ADJUSTED  
 TE1768* NAVD 88     -       463.6    (meters)    1521.     (feet)  VERTCON   
 TE1768  ___________________________________________________________________
 TE1768  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 TE1768  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 TE1768
 TE1768  HORZ ORDER  -  SECOND
 TE1768
 TE1768.The horizontal coordinates were established by classical geodetic methods
 TE1768.and adjusted by the National Geodetic Survey in January 1998..
 TE1768
 TE1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1768
 TE1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1768
 TE1768.The geoid height was determined by GEOID03.
 TE1768
 TE1768;                    North         East     Units Scale Factor Converg.
 TE1768;SPC ND N     -   149,025.404   738,932.446   MT  0.99994463   +1 23 39.8
 TE1768;SPC ND N     -   488,928.49  2,424,319.05   iFT  0.99994463   +1 23 39.8
 TE1768;UTM  14      - 5,352,509.685   527,709.947   MT  0.99960943   +0 16 45.2
 TE1768
 TE1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1768!SPC ND N     -   0.99993115  x   0.99994463  =   0.99987579
 TE1768!UTM  14      -   0.99993115  x   0.99960943  =   0.99954061
 TE1768
 TE1768|---------------------------------------------------------------------|
 TE1768| PID    Reference Object                     Distance      Geod. Az  |
 TE1768|                                                           dddmmss.s |
 TE1768| CO7452 CHUCK RM 1                           15.620 METERS 08915     |
 TE1768| CO8296 SCANDINAVIA LUTH CH SPIRE                          2701621.7 |
 TE1768| CO7453 CHUCK RM 2                           13.570 METERS 28130     |
 TE1768|---------------------------------------------------------------------|
 TE1768
 TE1768                          SUPERSEDED SURVEY CONTROL
 TE1768
 TE1768  NAD 83(1986)-  48 19 30.59770(N)    098 37 34.22735(W) AD(       ) 2
 TE1768  NAD 27      -  48 19 30.57684(N)    098 37 32.81084(W) AD(       ) 2
 TE1768  NGVD 29 (07/19/86)  463.2    (m)         1520.     (f) VERT ANG       
 TE1768
 TE1768.Superseded values are not recommended for survey control.
 TE1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1768.See file dsdata.txt to determine how the superseded data were derived.
 TE1768
 TE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2771052510(NAD 83)
 TE1768_MARKER: DD = SURVEY DISK
 TE1768_SETTING: 0 = UNSPECIFIED SETTING
 TE1768
 TE1768  HISTORY     - Date     Condition        Report By
 TE1768  HISTORY     - 1968     MONUMENTED       USGS
 TE1768
 TE1768                          STATION DESCRIPTION
 TE1768
 TE1768'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1768'THE STATION IS ABOUT 11.9 MI ENE. OF WEBSTER, NEAR THE QUARTER COR.
 TE1768'BETWEEN SECS. 16 AND 21, T. 156 N., R. 62 W., ABOUT 0.4 MI W. OF A
 TE1768'GRAVEL RD., 27 FT S. OF A CAR TRAIL ON NW. EDGE OF HIGHEST HILL IN
 TE1768'VICINITY.
 TE1768'
 TE1768'TO REACH THE STATION FROM THE INTERSECTION OF RAMSEY COUNTY RD. NO.
 TE1768'B8 AND STATE HWY. 20 IN WEBSTER, GO E. ON COUNTY RD. B8 FOR 10.0 MI
 TE1768'TO A CROSSROADS, TURN LEFT ON COUNTY RD. NO. 3 AND GO 1.0 MI N. TO
 TE1768'A CROSSROADS, TURN RIGHT ON COUNTY RD. 8 AND GO 2 MI E. TO A T-RD.
 TE1768'N., TURN LEFT AND GO 2 MI N. TO TRAILS E. AND W., TURN LEFT AND GO
 TE1768'0.4 MI W. TO TOP OF HILL AND STATION ON THE LEFT.
 TE1768'
 TE1768'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1768'ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL TO
 TE1768'WITHIN 1 IN. OF CAP, STAMPED ET CHUCK 1968 27 FT S. CENTER TRAIL, 3
 TE1768'FT N. OF METAL WITNESS POST ON NW. EDGE OF HIGHEST HILL IN
 TE1768'VICINITY.  IT IS FLUSH WITH THE GROUND.
 TE1768'
 TE1768'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1768'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1768'TO WITHIN 1 IN. OF CAP, STAMPED CHUCK NO 1 1968 27 FT S. OF CENTER
 TE1768'TRAIL.  IT IS E. OF THE STATION AND FLUSH WITH THE GROUND.
 TE1768'
 TE1768'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1768'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1768'TO WITHIN 1 IN. OF CAP, STAMPED CHUCK NO 2 1968 IS 18 FT S. CENTER
 TE1768'TRAIL.  IT IS W. OF THE STATION AND FLUSH WITH THE GROUND.
 TE1768'
 TE1768'NO AZIMUTH MARK SET.
 TE1768'
 TE1768'REFERENCE AZIMUTH USED - SCANDINAVIA LUTHERAN CHURCH SPIRE, ABOUT
 TE1768'5-1/2 MI W. ABOUT 0.1 MI E. OF A T-RD. E., ABOUT 100 FT N. OF RD.,
 TE1768'T. 156. N., R. 63 W., NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 15
 TE1768'AND 22, SPIRE ON TOP POINT SIGHTED.
 TE1768'
 TE1768'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2129 ***********************************************************************
 TE2129  DESIGNATION -  CHURCH
 TE2129  PID         -  TE2129
 TE2129  STATE/COUNTY-  ND/CAVALIER
 TE2129  USGS QUAD   -  OLGA NW (1969)
 TE2129
 TE2129                         *CURRENT SURVEY CONTROL
 TE2129  ___________________________________________________________________
 TE2129* NAD 83(1996)-  48 56 54.77218(N)    098 13 16.40407(W)     ADJUSTED  
 TE2129* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 TE2129  ___________________________________________________________________
 TE2129  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 TE2129  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 TE2129
 TE2129  HORZ ORDER  -  THIRD
 TE2129
 TE2129.The horizontal coordinates were established by classical geodetic methods
 TE2129.and adjusted by the National Geodetic Survey in January 1998..
 TE2129
 TE2129.The orthometric height was scaled from a topographic map.
 TE2129
 TE2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2129
 TE2129.The geoid height was determined by GEOID03.
 TE2129
 TE2129;                    North         East     Units Scale Factor Converg.
 TE2129;SPC ND N     -   219,125.471   766,897.806   MT  1.00004981   +1 41 44.6
 TE2129;SPC ND N     -   718,915.59  2,516,068.92   iFT  1.00004981   +1 41 44.6
 TE2129;UTM  14      - 5,422,028.354   557,020.101   MT  0.99963994   +0 35 14.3
 TE2129
 TE2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2129!SPC ND N     -   0.99994849  x   1.00004981  =   0.99999830
 TE2129!UTM  14      -   0.99994849  x   0.99963994  =   0.99958845
 TE2129
 TE2129                          SUPERSEDED SURVEY CONTROL
 TE2129
 TE2129  NAD 83(1986)-  48 56 54.76601(N)    098 13 16.39223(W) AD(       ) 3
 TE2129
 TE2129.Superseded values are not recommended for survey control.
 TE2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2129.See file dsdata.txt to determine how the superseded data were derived.
 TE2129
 TE2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5702022028(NAD 83)
 TE2129_MARKER: DD = SURVEY DISK
 TE2129_SETTING: 0 = UNSPECIFIED SETTING
 TE2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE2129
 TE2129  HISTORY     - Date     Condition        Report By
 TE2129  HISTORY     - 1911     MONUMENTED       IBC
 TE2129
 TE2129                          STATION DESCRIPTION
 TE2129
 TE2129'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TE2129'ABOUT 1 MILE SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TE2129'MONUMENTS 608 AND 609, IN SW 1/4 SECTION 35, TOWNSHIP 164 N, RANGE 97
 TE2129'W, FIFTH PRINCIPAL MERIDIAN.  THE STATION IS ABOUT 260 METERS FROM
 TE2129'THE ROAD AT THE SOUTH BOUNDARY OF THE SECTION.  IT IS ON A SLIGHT
 TE2129'RISE IN A FIELD, ABOUT 240 METERS NORTH AND SLIGHTLY WEST OF SOME
 TE2129'BUILDINGS.
 TE2129'
 TE2129'STATION MARK--A BRONZE DISK MARKED---U. S. AND C. B. SURVEY---SET IN
 TE2129'CONCRETE BURIED 20 INCHES IN THE GROUND, WITH SMALL ROCKS PLACED OVER
 TE2129'IT BEFORE FILLING THE HOLE WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1948 ***********************************************************************
 TG1948  DESIGNATION -  CHURCH
 TG1948  PID         -  TG1948
 TG1948  STATE/COUNTY-  ND/DIVIDE
 TG1948  USGS QUAD   -  PAULSON (1949)
 TG1948
 TG1948                         *CURRENT SURVEY CONTROL
 TG1948  ___________________________________________________________________
 TG1948* NAD 83(1996)-  48 59 00.60523(N)    103 14 37.65176(W)     ADJUSTED  
 TG1948* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 TG1948  ___________________________________________________________________
 TG1948  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 TG1948  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG1948
 TG1948  HORZ ORDER  -  THIRD
 TG1948
 TG1948.The horizontal coordinates were established by classical geodetic methods
 TG1948.and adjusted by the National Geodetic Survey in January 1998..
 TG1948
 TG1948.The orthometric height was scaled from a topographic map.
 TG1948
 TG1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1948
 TG1948.The geoid height was determined by GEOID03.
 TG1948
 TG1948;                    North         East     Units Scale Factor Converg.
 TG1948;SPC ND N     -   224,121.150   399,196.110   MT  1.00005925   -2 02 30.3
 TG1948;SPC ND N     -   735,305.61  1,309,698.52   iFT  1.00005925   -2 02 30.3
 TG1948;UTM  13      - 5,427,107.784   628,493.131   MT  0.99980283   +1 19 31.0
 TG1948
 TG1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1948!SPC ND N     -   0.99991062  x   1.00005925  =   0.99996986
 TG1948!UTM  13      -   0.99991062  x   0.99980283  =   0.99971346
 TG1948
 TG1948:                Primary Azimuth Mark                     Grid Az
 TG1948:SPC ND N     -  BLOOM                                    278 55 42.3
 TG1948:UTM  13      -  BLOOM                                    275 33 41.0
 TG1948
 TG1948|---------------------------------------------------------------------|
 TG1948| PID    Reference Object                     Distance      Geod. Az  |
 TG1948|                                                           dddmmss.s |
 TG1948| TG1938 BLOOM                               APPROX. 2.4 KM 2765312.0 |
 TG1948|---------------------------------------------------------------------|
 TG1948
 TG1948                          SUPERSEDED SURVEY CONTROL
 TG1948
 TG1948  NAD 83(1986)-  48 59 00.60748(N)    103 14 37.64379(W) AD(       ) 3
 TG1948
 TG1948.Superseded values are not recommended for survey control.
 TG1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1948.See file dsdata.txt to determine how the superseded data were derived.
 TG1948
 TG1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2849327108(NAD 83)
 TG1948_MARKER: DD = SURVEY DISK
 TG1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1948_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1948+STABILITY: SURFACE MOTION
 TG1948
 TG1948  HISTORY     - Date     Condition        Report By
 TG1948  HISTORY     - 1911     MONUMENTED       IBC
 TG1948
 TG1948                          STATION DESCRIPTION
 TG1948
 TG1948'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1948'ABOUT 1 MILE SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TG1948'MONUMENTS 608 NAD 609, IN SW 1/4 SECTION 35, TOWNSHIP 164 N, RANGE
 TG1948'97 W, FIFTH PRINCIPAL MERIDIAN.  THE STATION IS ABOUT 260 METERS FROM
 TG1948'THE ROAD AT THE SOUTH BOUNDARY OF THE SECTION.  IT IS ON A SLIGHT
 TG1948'RISE IN A FIELD, ABOUT 240 METERS NORTH AND SLIGHTLY WEST OF SOME
 TG1948'BUILDINGS.
 TG1948'
 TG1948'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 TG1948'CONCRETE BURIED 20 INCHES IN THE GROUND, WITH SMALL ROCKS PLACED
 TG1948'OVER IT BEFORE FILLING THE HOLE WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2104 ***********************************************************************
 TF2104  DESIGNATION -  CHURCH SPIRE 2 E OF STA KAPELL
 TF2104  PID         -  TF2104
 TF2104  STATE/COUNTY-  ND/BOTTINEAU
 TF2104  USGS QUAD   -  ECKMAN (1949)
 TF2104
 TF2104                         *CURRENT SURVEY CONTROL
 TF2104  ___________________________________________________________________
 TF2104* NAD 83(1996)-  48 41 27.05530(N)    101 00 29.77925(W)     ADJUSTED  
 TF2104* NAVD 88     -                                                        
 TF2104  ___________________________________________________________________
 TF2104  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 TF2104  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF2104
 TF2104  HORZ ORDER  -  THIRD
 TF2104
 TF2104.The horizontal coordinates were established by classical geodetic methods
 TF2104.and adjusted by the National Geodetic Survey in January 1998..
 TF2104
 TF2104
 TF2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2104
 TF2104.The geoid height was determined by GEOID03.
 TF2104
 TF2104;                    North         East     Units Scale Factor Converg.
 TF2104;SPC ND N     -   188,120.764   562,579.769   MT  0.99999185   -0 22 41.6
 TF2104;SPC ND N     -   617,194.11  1,845,734.15   iFT  0.99999185   -0 22 41.6
 TF2104;UTM  14      - 5,395,035.809   352,206.814   MT  0.99986836   -1 30 31.7
 TF2104
 TF2104                          SUPERSEDED SURVEY CONTROL
 TF2104
 TF2104  NAD 83(1986)-  48 41 27.05253(N)    101 00 29.78015(W) AD(       ) 4
 TF2104  NAD 27      -  48 41 26.97700(N)    101 00 28.22200(W) AD(       ) 3
 TF2104
 TF2104.Superseded values are not recommended for survey control.
 TF2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2104.See file dsdata.txt to determine how the superseded data were derived.
 TF2104
 TF2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5220795036(NAD 83)
 TF2104_MARKER: 90 = CHURCH SPIRE
 TF2104
 TF2104  HISTORY     - Date     Condition        Report By
 TF2104  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2104
 TF2104                          STATION DESCRIPTION
 TF2104
 TF2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2104'ABOUT 6 MILES SOUTHWEST OF MAXBASS, TIP OF SPIRE OF COUNTRY
 TF2104'CHURCH.  STATION WAS NOT VISITED.  OBSERVED UPON FROM
 TF2104'TRIANGULATION STATIONS KAPELL, THORENSON, BRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2129 ***********************************************************************
 TF2129  DESIGNATION -  CHURCH SPIRE 3 MI W OF WOLSETH
 TF2129  PID         -  TF2129
 TF2129  STATE/COUNTY-  ND/WARD
 TF2129  USGS QUAD   -  DEERING NW (1949)
 TF2129
 TF2129                         *CURRENT SURVEY CONTROL
 TF2129  ___________________________________________________________________
 TF2129* NAD 83(1996)-  48 25 45.36005(N)    101 12 44.99257(W)     ADJUSTED  
 TF2129* NAVD 88     -                                                        
 TF2129  ___________________________________________________________________
 TF2129  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TF2129  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TF2129
 TF2129  HORZ ORDER  -  THIRD
 TF2129
 TF2129.The horizontal coordinates were established by classical geodetic methods
 TF2129.and adjusted by the National Geodetic Survey in January 1998..
 TF2129
 TF2129
 TF2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2129
 TF2129.The geoid height was determined by GEOID03.
 TF2129
 TF2129;                    North         East     Units Scale Factor Converg.
 TF2129;SPC ND N     -   159,153.807   547,275.364   MT  0.99995391   -0 31 48.7
 TF2129;SPC ND N     -   522,158.16  1,795,522.85   iFT  0.99995391   -0 31 48.7
 TF2129;UTM  14      - 5,366,377.869   336,336.233   MT  0.99992911   -1 39 20.2
 TF2129
 TF2129                          SUPERSEDED SURVEY CONTROL
 TF2129
 TF2129  NAD 83(1986)-  48 25 45.35921(N)    101 12 44.99099(W) AD(       ) 4
 TF2129  NAD 27      -  48 25 45.29400(N)    101 12 43.39700(W) AD(       ) 3
 TF2129
 TF2129.Superseded values are not recommended for survey control.
 TF2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2129.See file dsdata.txt to determine how the superseded data were derived.
 TF2129
 TF2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3633666378(NAD 83)
 TF2129_MARKER: 90 = CHURCH SPIRE
 TF2129
 TF2129  HISTORY     - Date     Condition        Report By
 TF2129  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2129
 TF2129                          STATION DESCRIPTION
 TF2129
 TF2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2129'TIP OF SPIRE OF COUNTRY CHURCH, 3 MILES DUE WEST OF TRIANGULATION
 TF2129'STATION WOLSETH.  STATION NOT VISITED.  OBSERVED FROM TRIANGULATION
 TF2129'STATIONS MAYO, DEERING, WOLSETH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2182 ***********************************************************************
 TF2182  DESIGNATION -  CHURCH SPIRE 6 MI W OF WOLSETH
 TF2182  PID         -  TF2182
 TF2182  STATE/COUNTY-  ND/WARD
 TF2182  USGS QUAD   -  BURLINGTON NE (1979)
 TF2182
 TF2182                         *CURRENT SURVEY CONTROL
 TF2182  ___________________________________________________________________
 TF2182* NAD 83(1996)-  48 25 46.10562(N)    101 17 58.47102(W)     ADJUSTED  
 TF2182* NAVD 88     -                                                        
 TF2182  ___________________________________________________________________
 TF2182  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 TF2182  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 TF2182
 TF2182  HORZ ORDER  -  THIRD
 TF2182
 TF2182.The horizontal coordinates were established by classical geodetic methods
 TF2182.and adjusted by the National Geodetic Survey in January 1998..
 TF2182
 TF2182
 TF2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2182
 TF2182.The geoid height was determined by GEOID03.
 TF2182
 TF2182;                    North         East     Units Scale Factor Converg.
 TF2182;SPC ND N     -   159,240.105   540,832.124   MT  0.99995393   -0 35 42.0
 TF2182;SPC ND N     -   522,441.29  1,774,383.61   iFT  0.99995393   -0 35 42.0
 TF2182;UTM  14      - 5,366,590.723   329,896.007   MT  0.99995552   -1 43 14.9
 TF2182
 TF2182                          SUPERSEDED SURVEY CONTROL
 TF2182
 TF2182  NAD 83(1986)-  48 25 46.10452(N)    101 17 58.46884(W) AD(       ) 4
 TF2182  NAD 27      -  48 25 46.04000(N)    101 17 56.86000(W) AD(       ) 3
 TF2182
 TF2182.Superseded values are not recommended for survey control.
 TF2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2182.See file dsdata.txt to determine how the superseded data were derived.
 TF2182
 TF2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2989666591(NAD 83)
 TF2182_MARKER: 90 = CHURCH SPIRE
 TF2182
 TF2182  HISTORY     - Date     Condition        Report By
 TF2182  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2182
 TF2182                          STATION DESCRIPTION
 TF2182
 TF2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2182'OBSERVED TIP OF SPIRE AT BASE OF CROSS, ABOUT 50 FEET HIGH.
 TF2182'WHITE FRAME BUILDING, GREEN SHINGLED SPIRE.  DENOMINATION
 TF2182'NOT KNOWN.  LOCATED IN S.W. CORNER OF CROSS ROAD ABOUT 11 MILES
 TF2182'NORTH OF MINOT ON U.S. 83.  OBSERVED FROM TRIANGULATION STATIONS
 TF2182'MAYO AND BRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0808 ***********************************************************************
 RP0808  DESIGNATION -  CHURCH SPIRE NW OF CAYUGA
 RP0808  PID         -  RP0808
 RP0808  STATE/COUNTY-  ND/SARGENT
 RP0808  USGS QUAD   -  CAYUGA NW (1958)
 RP0808
 RP0808                         *CURRENT SURVEY CONTROL
 RP0808  ___________________________________________________________________
 RP0808* NAD 83(1996)-  46 10 03.03167(N)    097 26 49.99674(W)     ADJUSTED  
 RP0808* NAVD 88     -                                                        
 RP0808  ___________________________________________________________________
 RP0808  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 RP0808  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 RP0808
 RP0808  HORZ ORDER  -  THIRD
 RP0808
 RP0808.The horizontal coordinates were established by classical geodetic methods
 RP0808.and adjusted by the National Geodetic Survey in January 1998..
 RP0808
 RP0808
 RP0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0808
 RP0808.The geoid height was determined by GEOID03.
 RP0808
 RP0808;                    North         East     Units Scale Factor Converg.
 RP0808;SPC ND S     -    60,252.724   835,705.086   MT  1.00000315   +2 13 35.9
 RP0808;SPC ND S     -   197,679.54  2,741,814.59   iFT  1.00000315   +2 13 35.9
 RP0808;UTM  14      - 5,113,831.017   619,871.326   MT  0.99977664   +1 07 12.9
 RP0808
 RP0808                          SUPERSEDED SURVEY CONTROL
 RP0808
 RP0808  NAD 83(1986)-  46 10 03.03109(N)    097 26 49.99173(W) AD(       ) 4
 RP0808  NAD 27      -  46 10 03.17000(N)    097 26 48.65000(W) AD(       ) 3
 RP0808
 RP0808.Superseded values are not recommended for survey control.
 RP0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0808.See file dsdata.txt to determine how the superseded data were derived.
 RP0808
 RP0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1987113831(NAD 83)
 RP0808_MARKER: 90 = CHURCH SPIRE
 RP0808
 RP0808  HISTORY     - Date     Condition        Report By
 RP0808  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0808
 RP0808                          STATION DESCRIPTION
 RP0808
 RP0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0808'POINT OBSERVED WAS THE TOP OF THE SPIRE OF WHITE FRAME CHURCH,
 RP0808'DENOMINATION UNKNOWN, LOCATED 6 MILES N AND 3 MILES W OF CAYUGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2083 ***********************************************************************
 TF2083  DESIGNATION -  CHURCH SPIRE NW STA DEERING
 TF2083  PID         -  TF2083
 TF2083  STATE/COUNTY-  ND/MCHENRY
 TF2083  USGS QUAD   -  GRANVILLE NW (1949)
 TF2083
 TF2083                         *CURRENT SURVEY CONTROL
 TF2083  ___________________________________________________________________
 TF2083* NAD 83(1996)-  48 29 14.36930(N)    100 59 40.65756(W)     ADJUSTED  
 TF2083* NAVD 88     -                                                        
 TF2083  ___________________________________________________________________
 TF2083  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TF2083  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF2083
 TF2083  HORZ ORDER  -  THIRD
 TF2083
 TF2083.The horizontal coordinates were established by classical geodetic methods
 TF2083.and adjusted by the National Geodetic Survey in January 1998..
 TF2083
 TF2083
 TF2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2083
 TF2083.The geoid height was determined by GEOID03.
 TF2083
 TF2083;                    North         East     Units Scale Factor Converg.
 TF2083;SPC ND N     -   165,483.035   563,438.942   MT  0.99996052   -0 22 05.0
 TF2083;SPC ND N     -   542,923.34  1,848,552.96   iFT  0.99996052   -0 22 05.0
 TF2083;UTM  14      - 5,372,387.987   352,620.056   MT  0.99986687   -1 29 37.9
 TF2083
 TF2083                          SUPERSEDED SURVEY CONTROL
 TF2083
 TF2083  NAD 83(1986)-  48 29 14.36771(N)    100 59 40.65737(W) AD(       ) 4
 TF2083  NAD 27      -  48 29 14.33000(N)    100 59 39.12000(W) AD(       ) 3
 TF2083
 TF2083.Superseded values are not recommended for survey control.
 TF2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2083.See file dsdata.txt to determine how the superseded data were derived.
 TF2083
 TF2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5262072388(NAD 83)
 TF2083_MARKER: 90 = CHURCH SPIRE
 TF2083
 TF2083  HISTORY     - Date     Condition        Report By
 TF2083  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2083
 TF2083                          STATION DESCRIPTION
 TF2083
 TF2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2083'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE COUNTRY CHURCH
 TF2083'LOCATED 2 MILES NORTH AND 1 MILE WEST OF STATION DEERING.
 TF2083'STRUCTURE IS A WHITE FRAME WITH SPIRE ON SOUTH END OF BUILDING.
 TF2083'STATION NOT VISITED.
 TF2083'
 TF2083'OBSERVED UPON FROM TRIANGULATION STATIONS--RISING, DEERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2110 ***********************************************************************
 TF2110  DESIGNATION -  CHURCH SPIRE SE OF STA BRACE
 TF2110  PID         -  TF2110
 TF2110  STATE/COUNTY-  ND/RENVILLE
 TF2110  USGS QUAD   -  ECKMAN SE (1977)
 TF2110
 TF2110                         *CURRENT SURVEY CONTROL
 TF2110  ___________________________________________________________________
 TF2110* NAD 83(1996)-  48 31 39.80839(N)    101 04 53.92728(W)     ADJUSTED  
 TF2110* NAVD 88     -                                                        
 TF2110  ___________________________________________________________________
 TF2110  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 TF2110  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 TF2110
 TF2110  HORZ ORDER  -  THIRD
 TF2110
 TF2110.The horizontal coordinates were established by classical geodetic methods
 TF2110.and adjusted by the National Geodetic Survey in January 1998..
 TF2110
 TF2110
 TF2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2110
 TF2110.The geoid height was determined by GEOID03.
 TF2110
 TF2110;                    North         East     Units Scale Factor Converg.
 TF2110;SPC ND N     -   170,020.155   557,040.832   MT  0.99996573   -0 25 58.2
 TF2110;SPC ND N     -   557,808.91  1,827,561.78   iFT  0.99996573   -0 25 58.2
 TF2110;UTM  14      - 5,377,049.622   346,312.915   MT  0.99989020   -1 33 36.1
 TF2110
 TF2110                          SUPERSEDED SURVEY CONTROL
 TF2110
 TF2110  NAD 83(1986)-  48 31 39.80694(N)    101 04 53.92687(W) AD(       ) 4
 TF2110  NAD 27      -  48 31 39.73000(N)    101 04 52.35000(W) AD(       ) 3
 TF2110
 TF2110.Superseded values are not recommended for survey control.
 TF2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2110.See file dsdata.txt to determine how the superseded data were derived.
 TF2110
 TF2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4631377050(NAD 83)
 TF2110_MARKER: 90 = CHURCH SPIRE
 TF2110
 TF2110  HISTORY     - Date     Condition        Report By
 TF2110  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2110
 TF2110                          STATION DESCRIPTION
 TF2110
 TF2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2110'TIP OF SPIRE (ABOUT 40 FEET HIGH) OF UNIDENTIFIED CHURCH.
 TF2110'LOCATED ON STATE HIGHWAY 17.  OBSERVED FROM TRIANGULATION
 TF2110'STATIONS DEERING AND BRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1602 ***********************************************************************
 TE1602  DESIGNATION -  CHURCHS
 TE1602  PID         -  TE1602
 TE1602  STATE/COUNTY-  ND/BENSON
 TE1602  USGS QUAD   -  NILES (1971)
 TE1602
 TE1602                         *CURRENT SURVEY CONTROL
 TE1602  ___________________________________________________________________
 TE1602* NAD 83(1996)-  48 16 43.04508(N)    099 17 35.08512(W)     ADJUSTED  
 TE1602* NAVD 88     -       461.090  (meters)    1512.76   (feet)  ADJUSTED  
 TE1602  ___________________________________________________________________
 TE1602  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 TE1602  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1602  DYNAMIC HT  -         461.173 (meters)    1513.03  (feet)  COMP
 TE1602  MODELED GRAV-     980,776.9   (mgal)                       NAVD 88
 TE1602
 TE1602  HORZ ORDER  -  FIRST
 TE1602  VERT ORDER  -  FIRST     CLASS II
 TE1602
 TE1602.The horizontal coordinates were established by classical geodetic methods
 TE1602.and adjusted by the National Geodetic Survey in January 1998..
 TE1602
 TE1602.The orthometric height was determined by differential leveling
 TE1602.and adjusted by the National Geodetic Survey in June 1991..
 TE1602
 TE1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1602
 TE1602.The geoid height was determined by GEOID03.
 TE1602
 TE1602.The dynamic height is computed by dividing the NAVD 88
 TE1602.geopotential number by the normal gravity value computed on the
 TE1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1602.degrees latitude (g = 980.6199 gals.).
 TE1602
 TE1602.The modeled gravity was interpolated from observed gravity values.
 TE1602
 TE1602;                    North         East     Units Scale Factor Converg.
 TE1602;SPC ND N     -   142,861.691   689,571.947   MT  0.99994156   +0 53 53.2
 TE1602;SPC ND N     -   468,706.34  2,262,375.15   iFT  0.99994156   +0 53 53.2
 TE1602;UTM  14      - 5,347,310.348   478,255.599   MT  0.99960581   -0 13 07.5
 TE1602
 TE1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1602!SPC ND N     -   0.99993138  x   0.99994156  =   0.99987294
 TE1602!UTM  14      -   0.99993138  x   0.99960581  =   0.99953722
 TE1602
 TE1602:                Primary Azimuth Mark                     Grid Az
 TE1602:SPC ND N     -  CANDO MUNICIPAL WATER TANK               015 16 59.0
 TE1602:UTM  14      -  CANDO MUNICIPAL WATER TANK               016 23 59.7
 TE1602
 TE1602|---------------------------------------------------------------------|
 TE1602| PID    Reference Object                     Distance      Geod. Az  |
 TE1602|                                                           dddmmss.s |
 TE1602| TE1973 CANDO MUNICIPAL WATER TANK          APPROX.24.7 KM 0161052.2 |
 TE1602| TE1601 CHURCHS RM 1                         56.480 METERS 07114     |
 TE1602| TE1971 CHURCHS FERRY NORWEG LUTH CH        APPROX. 7.1 KM 0992925.1 |
 TE1602| TE1977 PENN ST PAUL EVAN LUTH CHURCH       APPROX.16.3 KM 1123432.3 |
 TE1602| TE1976 PENN IMM CONCEPTION CATH CH         APPROX.16.2 KM 1123620.0 |
 TE1602| TE1978 PENN PENN CONSOL SCHOOL BELFRY      APPROX.16.5 KM 1124957.0 |
 TE1602| TE1996 BRINSMADE ST JOHNS CATH CHURCH      APPROX.10.7 KM 1900342.9 |
 TE1602| TE1994 BRINSMADE SCHOOL BELFRY             APPROX.10.7 KM 1912744.8 |
 TE1602| CO7454 CHURCHS AZ MK                                      2730714.7 |
 TE1602| TE1603 CHURCHS RM 2                         70.168 METERS 29109     |
 TE1602| TE2011 PIELER                              APPROX.11.5 KM 3001203.6 |
 TE1602| TE2015 NORTH PRAIRIE LUTHERAN CHURCH       APPROX.15.9 KM 3204714.1 |
 TE1602|---------------------------------------------------------------------|
 TE1602
 TE1602                          SUPERSEDED SURVEY CONTROL
 TE1602
 TE1602  NAD 83(1986)-  48 16 43.04525(N)    099 17 35.08263(W) AD(       ) 1
 TE1602  NAD 27      -  48 16 43.05600(N)    099 17 33.59600(W) AD(       ) 1
 TE1602
 TE1602.Superseded values are not recommended for survey control.
 TE1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1602.See file dsdata.txt to determine how the superseded data were derived.
 TE1602
 TE1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7825647310(NAD 83)
 TE1602_MARKER: DS = TRIANGULATION STATION DISK
 TE1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1602_SP_SET: CONCRETE POST
 TE1602_STAMPING: CHURCHS 1946
 TE1602_MARK LOGO: CGS   
 TE1602_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1602+STABILITY: SURFACE MOTION
 TE1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1602+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 TE1602
 TE1602  HISTORY     - Date     Condition        Report By
 TE1602  HISTORY     - 1946     MONUMENTED       CGS
 TE1602  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TE1602  HISTORY     - 1982     GOOD             NGS
 TE1602  HISTORY     - 20010514 GOOD             NDDT
 TE1602
 TE1602                          STATION DESCRIPTION
 TE1602
 TE1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1602'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF CHURCHES
 TE1602'FERRY, 3.4 MILES WEST OF THE JUNCTION OF HIGHWAYS NOS. 2 AND
 TE1602'281, 2.6 MILES EAST OF NILES AND NORTH OF A SMALL RED BARN IN A
 TE1602'SMALL GROVE OF TREES.  IT IS IN THE SPACE BETWEEN THE MAIN
 TE1602'LINE OF THE GREAT NORTHERN RAILROAD AND U.S. HIGHWAY NO. 2,
 TE1602'70 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY,
 TE1602'34.2 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 20.5 FEET
 TE1602'SOUTH-SOUTHEAST OF A SMALL RAILROAD SIGNAL POST AND 2.8 FEET
 TE1602'NORTH OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 TE1602'AND THE DISK IS STAMPED CHURCHES 1946.
 TE1602'
 TE1602'REFERENCE MARK NO. 1 IS 185.35 FEET NORTHEAST OF THE STATION,
 TE1602'30.8 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 17 FEET
 TE1602'SOUTH OF A FENCE LINE AND 2.3 FEET SOUTH OF A TELEPHONE POLE
 TE1602'NO. E-58.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 TE1602'STAMPED CHURCHES NO 1 1946.
 TE1602'
 TE1602'REFERENCE MARK NO. 2 IS 230.00 FEET NORTHWEST OF THE STATION,
 TE1602'31.2 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 16 FEET
 TE1602'SOUTH OF A FENCE LINE AND 2.5 FEET SOUTHEAST OF A TELEPHONE POLE.
 TE1602'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CHURCHES
 TE1602'NO 2 1946.
 TE1602'
 TE1602'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST OF THE STATION,
 TE1602'107 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY,
 TE1602'72 FEET EAST OF A TRACK ROAD, 43.6 FEET SOUTH OF THE SOUTH
 TE1602'RAIL OF THE RAILROAD, 6.9 FEET NORTHWEST OF A TELEPHONE POLE
 TE1602'AND 3.6 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 TE1602'ABOUT 8 INCHES AND THE DISK IS STAMPED CHURCHS 1946.
 TE1602'
 TE1602'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS NOS, 2
 TE1602'AND 281, WHICH IS ABOUT 1-1/4 MILES WEST-SOUTHWEST OF CHURCHS
 TE1602'FERRY, GO WEST ON HIGHWAY NO. 2 FOR 3.4 MILES TO THE STATION ON
 TE1602'THE RIGHT AS DESCRIBED.
 TE1602'
 TE1602'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE
 TE1602'HIGHWAY FOR 0.3 MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 TE1602'
 TE1602'HEIGHT OF LIGHT ABOVE STATION MARK 28 METERS.
 TE1602
 TE1602                          STATION RECOVERY (1967)
 TE1602
 TE1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 TE1602'THE SURFACE STATION MARK AND THE AZIMUTH MARK FOR THIS STATION
 TE1602'HAD BEEN DESTROYED.  A NEW SURFACE STATION MARK WAS ESTABLISHED BY
 TE1602'PLUMBING OVER THE UNDERGROUND MARK, WHICH WAS FOUND IN GOOD
 TE1602'CONDITION.  THE REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 TE1602'IN GOOD CONDITION.  A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED
 TE1602'AT THIS TIME AS NO OBJECTS WERE VISIBLE FROM THE GROUND.
 TE1602'
 TE1602'TO REACH THE STATION FROM CHURCHS FERRY, FROM THE JUNCTION OF
 TE1602'U.S. HIGHWAYS 2 AND 281 ABOUT 1-1/4 MILES WEST-SOUTHWEST OF
 TE1602'TOWN, GO WEST ON U.S. HIGHWAY 2 FOR 3.4 MILES TO THE STATION
 TE1602'ON THE RIGHT.
 TE1602'
 TE1602'THE STATION IS 163 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 TE1602'2, 34.2 FEET SOUTH OF THE SOUTH RAIL AND 2 FEET NORTH OF A
 TE1602'METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 TE1602'CHURCHS 1946 1967.
 TE1602'
 TE1602'R.M. NO. 1 IS 30.8 FEET NORTH OF THE NORTH RAIL AND 2.3 FEET
 TE1602'SOUTH OF A TELEGRAPH POLE.  THE MARK PROJECTS ABOUT 3 INCHES
 TE1602'AND THE DISK IS STAMPED CHURCHS NO 1 1946.
 TE1602'
 TE1602'R.M. NO. 2 IS 31.2 FEET NORTH OF THE NORTH RAIL AND 2.5 FEET
 TE1602'SOUTHEAST OF A TELEGRAPH POLE.  THE MARK PROJECTS ABOUT 4 INCHES
 TE1602'AND THE DISK IS STAMPED CHURCHS NO 2 1946.
 TE1602'
 TE1602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 TE1602'WEST.
 TE1602
 TE1602                          STATION RECOVERY (1982)
 TE1602
 TE1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1602'7.2 KM (4.5 MI) WEST FROM CHURCHS FERRY.
 TE1602'7.2 KM (4.5 MI) WEST ALONG U.S. HIGHWAY 2 FROM CHURCHS FERRY TO MARK
 TE1602'BETWEEN HIGHWAY 2 AND RAILROAD TRACKS AND ON A RIDGE, ALSO 5.3 KM
 TE1602'(3.3 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION OF U.S.
 TE1602'HIGHWAY 281, 21.3 METERS (70.0 FT) NORTH FROM THE CENTERLINE OF
 TE1602'HIGHWAY 2, 10.4 METERS (34.2 FT) SOUTH FROM THE SOUTH RAIL OF
 TE1602'RAILROAD TRACKS, 56.4 METERS (185.3 FT) SOUTHWEST OF RM 1, AND 70.2
 TE1602'METERS (230.2 FT) SOUTHEAST OF RM 2.
 TE1602'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TE1602'THE MARK IS 1.2 M ABOVE HIGHWAY.
 TE1602
 TE1602                          STATION RECOVERY (2001)
 TE1602
 TE1602'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2001 (WP)
 TE1602'DESCRIPTION OK EXCEPT AS FOLLOWS - 3.4 MILES WEST ALONG HWY 2 FROM
 TE1602'INTERSECTION OF HWY 281 AND 166.0 FEET NORTH OF CENTER LINE WEST BOUND
 TE1602'HWY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1971 ***********************************************************************
 TE1971  DESIGNATION -  CHURCHS FERRY NORWEG LUTH CH
 TE1971  PID         -  TE1971
 TE1971  STATE/COUNTY-  ND/RAMSEY
 TE1971  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1971
 TE1971                         *CURRENT SURVEY CONTROL
 TE1971  ___________________________________________________________________
 TE1971* NAD 83(1996)-  48 16 05.03328(N)    099 11 55.74676(W)     ADJUSTED  
 TE1971* NAVD 88     -                                                        
 TE1971  ___________________________________________________________________
 TE1971  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 TE1971  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 TE1971
 TE1971  HORZ ORDER  -  THIRD
 TE1971
 TE1971.The horizontal coordinates were established by classical geodetic methods
 TE1971.and adjusted by the National Geodetic Survey in January 1998..
 TE1971
 TE1971
 TE1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1971
 TE1971.The geoid height was determined by GEOID03.
 TE1971
 TE1971;                    North         East     Units Scale Factor Converg.
 TE1971;SPC ND N     -   141,801.769   696,586.724   MT  0.99994095   +0 58 05.7
 TE1971;SPC ND N     -   465,228.90  2,285,389.51   iFT  0.99994095   +0 58 05.7
 TE1971;UTM  14      - 5,346,114.315   485,246.029   MT  0.99960267   -0 08 54.1
 TE1971
 TE1971                          SUPERSEDED SURVEY CONTROL
 TE1971
 TE1971  NAD 83(1986)-  48 16 05.03272(N)    099 11 55.74299(W) AD(       ) 4
 TE1971  NAD 27      -  48 16 05.04000(N)    099 11 54.26000(W) AD(       ) 3
 TE1971
 TE1971.Superseded values are not recommended for survey control.
 TE1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1971.See file dsdata.txt to determine how the superseded data were derived.
 TE1971
 TE1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8524646114(NAD 83)
 TE1971
 TE1971  HISTORY     - Date     Condition        Report By
 TE1971  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1971
 TE1971                          STATION DESCRIPTION
 TE1971
 TE1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1971'THE CHURCH IS LOCATED IN THE SOUTHWEST CORNER OF THE TOWN
 TE1971'OF CHURCHES FERRY IN THE SOUTHWEST CORNER OF A CROSS STREETS.
 TE1971'
 TE1971'THE BUILDING IS OF WHITE WOODEN CONSTRUCTION WITH A WEATHERED
 TE1971'SHINGLE ROOF.  IT IS 50 FEET LONG AND 42 FEET WIDE WITH THE
 TE1971'BELFRY ON THE NORTHEAST CORNER OF THE BUILDING.
 TE1971'
 TE1971'THE POINT INTERSECTED WAS THE WEATHER VANE AT THE PEAK OF
 TE1971'THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1601 ***********************************************************************
 TE1601  DESIGNATION -  CHURCHS RM 1
 TE1601  PID         -  TE1601
 TE1601  STATE/COUNTY-  ND/BENSON
 TE1601  USGS QUAD   -  NILES (1971)
 TE1601
 TE1601                         *CURRENT SURVEY CONTROL
 TE1601  ___________________________________________________________________
 TE1601* NAD 83(1986)-  48 16 45.     (N)    099 17 35.     (W)     SCALED    
 TE1601* NAVD 88     -       460.500  (meters)    1510.82   (feet)  ADJUSTED  
 TE1601  ___________________________________________________________________
 TE1601  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1601  DYNAMIC HT  -         460.583 (meters)    1511.10  (feet)  COMP
 TE1601  MODELED GRAV-     980,777.0   (mgal)                       NAVD 88
 TE1601
 TE1601  VERT ORDER  -  FIRST     CLASS II
 TE1601
 TE1601.The horizontal coordinates were scaled from a topographic map and have
 TE1601.an estimated accuracy of +/- 6 seconds.
 TE1601
 TE1601.The orthometric height was determined by differential leveling
 TE1601.and adjusted by the National Geodetic Survey in June 1991..
 TE1601
 TE1601.The geoid height was determined by GEOID03.
 TE1601
 TE1601.The dynamic height is computed by dividing the NAVD 88
 TE1601.geopotential number by the normal gravity value computed on the
 TE1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1601.degrees latitude (g = 980.6199 gals.).
 TE1601
 TE1601.The modeled gravity was interpolated from observed gravity values.
 TE1601
 TE1601;                    North         East    Units  Estimated Accuracy
 TE1601;SPC ND N     -   142,920.      689,570.      MT  (+/- 180 meters Scaled)
 TE1601
 TE1601                          SUPERSEDED SURVEY CONTROL
 TE1601
 TE1601.No superseded survey control is available for this station.
 TE1601
 TE1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU782473(NAD 83)
 TE1601_MARKER: DR = REFERENCE MARK DISK
 TE1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1601_SP_SET: CONCRETE POST
 TE1601_STAMPING: CHURCHS NO 1 1946
 TE1601_MARK LOGO: CGS   
 TE1601_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1601+STABILITY: SURFACE MOTION
 TE1601
 TE1601  HISTORY     - Date     Condition        Report By
 TE1601  HISTORY     - 1946     MONUMENTED       CGS
 TE1601  HISTORY     - 1982     GOOD             NGS
 TE1601
 TE1601                          STATION DESCRIPTION
 TE1601
 TE1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1601'7.2 KM (4.5 MI) WEST FROM CHURCHS FERRY.
 TE1601'2.0 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 2 FROM CHURCHS FERRY, THENCE
 TE1601'5.2 KM (3.3 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 TE1601'HIGHWAY 281 TO THE MARK BY A TELEPHONE POLE AND NORTH OF THE RAILROAD
 TE1601'TRACKS, 9.4 METERS (30.8 FT) NORTH OF THE NORTH RAIL OF THE TRACKS,
 TE1601'5.1 METERS (17.0 FT) SOUTH OF A FENCE LINE, 0.6 METER (2.3 FT) SOUTH
 TE1601'OF A TELEPHONE POLE, 56.4 METERS (185.3 FT) NORTHEAST OF THE STATION,
 TE1601'AND 141.7 METERS (415.0 FT) EAST OF RM 2.
 TE1601'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1603 ***********************************************************************
 TE1603  DESIGNATION -  CHURCHS RM 2
 TE1603  PID         -  TE1603
 TE1603  STATE/COUNTY-  ND/BENSON
 TE1603  USGS QUAD   -  NILES (1971)
 TE1603
 TE1603                         *CURRENT SURVEY CONTROL
 TE1603  ___________________________________________________________________
 TE1603* NAD 83(1986)-  48 16 43.     (N)    099 17 35.     (W)     SCALED    
 TE1603* NAVD 88     -       460.734  (meters)    1511.59   (feet)  ADJUSTED  
 TE1603  ___________________________________________________________________
 TE1603  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1603  DYNAMIC HT  -         460.817 (meters)    1511.86  (feet)  COMP
 TE1603  MODELED GRAV-     980,776.9   (mgal)                       NAVD 88
 TE1603
 TE1603  VERT ORDER  -  FIRST     CLASS II
 TE1603
 TE1603.The horizontal coordinates were scaled from a topographic map and have
 TE1603.an estimated accuracy of +/- 6 seconds.
 TE1603
 TE1603.The orthometric height was determined by differential leveling
 TE1603.and adjusted by the National Geodetic Survey in June 1991..
 TE1603
 TE1603.The geoid height was determined by GEOID03.
 TE1603
 TE1603.The dynamic height is computed by dividing the NAVD 88
 TE1603.geopotential number by the normal gravity value computed on the
 TE1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1603.degrees latitude (g = 980.6199 gals.).
 TE1603
 TE1603.The modeled gravity was interpolated from observed gravity values.
 TE1603
 TE1603;                    North         East    Units  Estimated Accuracy
 TE1603;SPC ND N     -   142,860.      689,570.      MT  (+/- 180 meters Scaled)
 TE1603
 TE1603                          SUPERSEDED SURVEY CONTROL
 TE1603
 TE1603.No superseded survey control is available for this station.
 TE1603
 TE1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU782473(NAD 83)
 TE1603_MARKER: DR = REFERENCE MARK DISK
 TE1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1603_SP_SET: CONCRETE POST
 TE1603_STAMPING: CHURCHS NO 2 1946
 TE1603_MARK LOGO: CGS   
 TE1603_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1603+STABILITY: SURFACE MOTION
 TE1603
 TE1603  HISTORY     - Date     Condition        Report By
 TE1603  HISTORY     - 1946     MONUMENTED       CGS
 TE1603  HISTORY     - 1982     GOOD             NGS
 TE1603
 TE1603                          STATION DESCRIPTION
 TE1603
 TE1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1603'7.2 KM (4.5 MI) WEST FROM CHURCHS FERRY.
 TE1603'7.2 KM (4.5 MI) WEST ALONG U.S. HIGHWAY 2 FROM CHURCHS FERRY TO MARK
 TE1603'BY TELEPHONE POLE NORTH OF THE RAILROAD TRACKS, ALSO 5.3 KM (3.3 MI)
 TE1603'WEST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION OF U.S. HIGHWAY 281,
 TE1603'0.7 METER (2.5 FT) SOUTHEAST FROM A TELEPHONE POLE, 4.9 METERS
 TE1603'(16.0 FT) SOUTH FROM A FENCE LINE, 9.5 METERS (31.2 FT) NORTH FROM THE
 TE1603'NORTH RAIL OF TRACKS, 70.2 METERS (230.0 FT) NORTHWEST FROM STATION
 TE1603'MARK, AND 119.1 METERS (390.7 FT) WEST FROM RM 1.
 TE1603'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2130 ***********************************************************************
 TE2130  DESIGNATION -  CITY
 TE2130  PID         -  TE2130
 TE2130  STATE/COUNTY-  ND/CAVALIER
 TE2130  USGS QUAD   -  
 TE2130
 TE2130                         *CURRENT SURVEY CONTROL
 TE2130  ___________________________________________________________________
 TE2130* NAD 83(1996)-  49 02 16.04106(N)    098 53 48.14594(W)     ADJUSTED  
 TE2130* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 TE2130  ___________________________________________________________________
 TE2130  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 TE2130  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 TE2130
 TE2130  HORZ ORDER  -  THIRD
 TE2130
 TE2130.The horizontal coordinates were established by classical geodetic methods
 TE2130.and adjusted by the National Geodetic Survey in January 1998..
 TE2130
 TE2130.The orthometric height was scaled from a topographic map.
 TE2130
 TE2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2130
 TE2130.The geoid height was determined by GEOID03.
 TE2130
 TE2130;                    North         East     Units Scale Factor Converg.
 TE2130;SPC ND N     -   227,801.216   717,227.311   MT  1.00007466   +1 11 35.0
 TE2130;SPC ND N     -   747,379.32  2,353,107.98   iFT  1.00007466   +1 11 35.0
 TE2130;UTM  14      - 5,431,661.778   507,549.378   MT  0.99960070   +0 04 40.8
 TE2130
 TE2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2130!SPC ND N     -   0.99992999  x   1.00007466  =   1.00000464
 TE2130!UTM  14      -   0.99992999  x   0.99960070  =   0.99953072
 TE2130
 TE2130:                Primary Azimuth Mark                     Grid Az
 TE2130:SPC ND N     -  SARLES                                   218 46 29.3
 TE2130:UTM  14      -  SARLES                                   219 53 23.5
 TE2130
 TE2130|---------------------------------------------------------------------|
 TE2130| PID    Reference Object                     Distance      Geod. Az  |
 TE2130|                                                           dddmmss.s |
 TE2130| TE2275 SARLES                              APPROX. 9.5 KM 2195804.3 |
 TE2130|---------------------------------------------------------------------|
 TE2130
 TE2130                          SUPERSEDED SURVEY CONTROL
 TE2130
 TE2130  NAD 83(1986)-  49 02 16.03667(N)    098 53 48.12377(W) AD(       ) 3
 TE2130
 TE2130.Superseded values are not recommended for survey control.
 TE2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2130.See file dsdata.txt to determine how the superseded data were derived.
 TE2130
 TE2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0754931662(NAD 83)
 TE2130_MARKER: H = DRILL HOLE
 TE2130_SETTING: 80 = SET IN A BOULDER
 TE2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2130+STABILITY: SURFACE MOTION
 TE2130
 TE2130  HISTORY     - Date     Condition        Report By
 TE2130  HISTORY     - 1911     MONUMENTED       IBC
 TE2130
 TE2130                          STATION DESCRIPTION
 TE2130
 TE2130'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2130'ABOUT 2-2/3 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 756, ON A
 TE2130'NOTICEABLE HILL AT THE NORTHEAST CORNER OF SE 1/4 SECTION 17, TOWNSHIP
 TE2130'1, RANGE 11 W, PRINCIPAL MERIDIAN.
 TE2130'
 TE2130'STATION MARK--DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1970 ***********************************************************************
 TE1970  DESIGNATION -  CLARK
 TE1970  PID         -  TE1970
 TE1970  STATE/COUNTY-  ND/BENSON
 TE1970  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1970
 TE1970                         *CURRENT SURVEY CONTROL
 TE1970  ___________________________________________________________________
 TE1970* NAD 83(1996)-  48 20 10.43305(N)    099 12 03.67703(W)     ADJUSTED  
 TE1970* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 TE1970  ___________________________________________________________________
 TE1970  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 TE1970  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1970
 TE1970  HORZ ORDER  -  SECOND
 TE1970
 TE1970.The horizontal coordinates were established by classical geodetic methods
 TE1970.and adjusted by the National Geodetic Survey in January 1998..
 TE1970
 TE1970.The orthometric height was scaled from a topographic map.
 TE1970
 TE1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1970
 TE1970.The geoid height was determined by GEOID03.
 TE1970
 TE1970;                    North         East     Units Scale Factor Converg.
 TE1970;SPC ND N     -   149,377.365   696,295.358   MT  0.99994546   +0 57 59.8
 TE1970;SPC ND N     -   490,083.22  2,284,433.59   iFT  0.99994546   +0 57 59.8
 TE1970;UTM  14      - 5,353,691.571   485,102.408   MT  0.99960273   -0 09 00.6
 TE1970
 TE1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1970!SPC ND N     -   0.99993371  x   0.99994546  =   0.99987917
 TE1970!UTM  14      -   0.99993371  x   0.99960273  =   0.99953647
 TE1970
 TE1970:                Primary Azimuth Mark                     Grid Az
 TE1970:SPC ND N     -  CANDO MUNICIPAL WATER TANK               359 19 06.8
 TE1970:UTM  14      -  CANDO MUNICIPAL WATER TANK               000 26 07.2
 TE1970
 TE1970|---------------------------------------------------------------------|
 TE1970| PID    Reference Object                     Distance      Geod. Az  |
 TE1970|                                                           dddmmss.s |
 TE1970| TE1973 CANDO MUNICIPAL WATER TANK          APPROX.17.3 KM 0001706.6 |
 TE1970| CO7455 CLARK AZ MK                                        0923419.9 |
 TE1970| CO7456 CLARK RM 1                           27.828 METERS 11450     |
 TE1970| CO7457 CLARK RM 2                           30.904 METERS 19541     |
 TE1970|---------------------------------------------------------------------|
 TE1970
 TE1970                          SUPERSEDED SURVEY CONTROL
 TE1970
 TE1970  NAD 83(1986)-  48 20 10.43282(N)    099 12 03.67364(W) AD(       ) 2
 TE1970  NAD 27      -  48 20 10.45000(N)    099 12 02.18900(W) AD(       ) 2
 TE1970
 TE1970.Superseded values are not recommended for survey control.
 TE1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1970.See file dsdata.txt to determine how the superseded data were derived.
 TE1970
 TE1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8510253692(NAD 83)
 TE1970_MARKER: DS = TRIANGULATION STATION DISK
 TE1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1970_STAMPING: CLARK 1946
 TE1970_MARK LOGO: CGS   
 TE1970_PROJECTION: RECESSED 2 CENTIMETERS
 TE1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1970+STABILITY: SURFACE MOTION
 TE1970
 TE1970  HISTORY     - Date     Condition        Report By
 TE1970  HISTORY     - 1946     MONUMENTED       CGS
 TE1970  HISTORY     - 19840815 GOOD             NGS
 TE1970
 TE1970                          STATION DESCRIPTION
 TE1970
 TE1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1970'THE STATION IS LOCATED IN THE NORTHWEST POINT OF THE ROAD
 TE1970'INTERSECTION IN THE SOUTH EDGE OF THE FRONT YARD AND IN FRONT OF
 TE1970'OR SOUTH OF THE CLARK FARM HOME.  IT IS ABOUT 2 MILES SOUTH
 TE1970'OF MAZA AND 4 MILES NORTH OF CHURCHS FERRY, 73 FEET NORTH OF THE
 TE1970'APPROXIMATE CENTERLINE OF THE EAST-WEST GRAVEL ROAD, 27 FEET
 TE1970'NORTHEAST OF A POWER POLE WITH TRANSFORMER, 26 FEET NORTHEAST
 TE1970'OF A WITNESS POST, 92.3 FEET NORTH EAST OF A FENCE CORNER POST
 TE1970'AND 62.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 TE1970'THE FARM HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 TE1970'DISK IS STAMPED CLARK 1946.
 TE1970'
 TE1970'REFERENCE MARK NO. 1 IS 91.30 FEET EAST-SOUTHEAST OF THE STATION,
 TE1970'34 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST
 TE1970'GRAVEL ROAD AND 1 FOOT WEST OF THE FENCE CORNER POST.  THE
 TE1970'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLARK NO 1 1946.
 TE1970'
 TE1970'REFERENCE MARK NO. 2 IS 101.39 FEET SOUTH-SOUTHWEST OF THE
 TE1970'STATION, 3 FEET NORTHEAST OF A FENCE POST AND 1 FOOT NORTH OF
 TE1970'THE EAST-WEST FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 TE1970'DISK IS STAMPED CLARK NO 2 1946.
 TE1970'
 TE1970'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 31 FEET
 TE1970'WEST OF A TELEPHONE POLE, 18 FEET SOUTH OF THE APPROXIMATE
 TE1970'CENTERLINE OF AN EAST-WEST TRACK ROAD, 5.4 FEET WEST OF A WITNESS
 TE1970'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  THE MARK
 TE1970'PROJECTS 2 INCHES AND THE DISK IS STAMPED CLARK 1946.
 TE1970'
 TE1970'TO REACH THE STATION FROM CHURCHS FERRY GO NORTH ON GRAVEL
 TE1970'ROAD FOR 0.6 MILE TO BIG INTERSECTION.  THEN CONTINUE NORTH ON
 TE1970'U.S. HIGHWAY 281 FOR 4 MILES TO THE CROSSROADS AND THE CLARK
 TE1970'FARM AND STATION IN THE NORTHWEST POINT OF THE INTERSECTION AS
 TE1970'DESCRIBED.
 TE1970'
 TE1970'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS THE
 TE1970'HIGHWAY AND RAILROAD TRACKS FOR 0.35 MILE ON TRACK ROAD TO
 TE1970'MARK ON RIGHT AS DESCRIBED.
 TE1970'
 TE1970'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 TE1970
 TE1970                          STATION RECOVERY (1984)
 TE1970
 TE1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TE1970'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TE1970'MARKS AND THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD CONSTRUCTION.
 TE1970'REFERENCE MARKS 3, 4 AND AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE.
 TE1970'NEW DESCRIPTIVE TEXT FOLLOWS.
 TE1970' 
 TE1970'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF CHURCHS FERRY,
 TE1970'ALONG THE WEST SIDE OF HIGHWAY 2, IN THE CLARK FARM YARD, JUST SOUTH
 TE1970'OF THE FARM HOUSE.  TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY
 TE1970'2 AND RAMSEY COUNTY ROAD 2, AT THE NORTHWEST EDGE OF CHURCHS FERRY, GO
 TE1970'NORTH ON HIGHWAY 2 FOR 6.1 KM (3.80 MI) TO AZIMUTH MARK 2 ON THE
 TE1970'RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.5 KM (0.30 MI) TO THE
 TE1970'STATION ON THE LEFT.
 TE1970' 
 TE1970'THE STATION IS A STANDARD CGS DISK STAMPED--CLARK 1946--, SET INTO THE
 TE1970'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 TE1970'RECESSED 1 INCH (2 CM) ABOVE THE GROUND.  LOCATED 36.5 METERS
 TE1970'(119.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF CLARKS HOUSE.  20.0
 TE1970'METERS (65.6 FT) EAST FROM A HEDGE ROW.  16.0 METERS (52.5 FT) WEST
 TE1970'FROM A HEDGE ROW.  4.0 METERS (13.1 FT) NORTH FROM A HEDGE ROW.
 TE1970' 
 TE1970'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CLARK 1946 NO 3
 TE1970'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 TE1970'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 18.2 METERS (59.7 FT)
 TE1970'SOUTH FROM AN ELECTRICAL SWITCH BOX AND POST.  9.0 METERS (29.5 FT)
 TE1970'EAST FROM A HEDGE ROW. 0.4 METERS (1.3 FT) NORTH FROM A WITNESS POST
 TE1970'AND HEDGE ROW.
 TE1970' 
 TE1970'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--CLARK 1946 NO 4
 TE1970'1984--, SET INTO DRILL HOLE IN CONCRETE SLAB.  LOCATED 13.7 METERS
 TE1970'(44.9 FT) SOUTH-SOUTHWEST FROM THE SOUTH DOOR OF CLARKS HOUSE.  1.45
 TE1970'METERS (4.76 FT) WEST FROM THE EAST EDGE OF THE CONCRETE SLAB.  0.55
 TE1970'METER (1.80 FT) NORTH FROM THE SOUTH EDGE OF THE CONCRETE SLAB.
 TE1970' 
 TE1970'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH DISK STAMPED--CLARK 1946
 TE1970'NO 2 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM
 TE1970'(10 INCHES) IN DIAMETER AND PROJECTING 15 CM (6 INCHES).  IT IS
 TE1970'16.55 M (54.30 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACK, 6.4 M
 TE1970'(21.0 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD AND 0.3 M (1.0 FT)
 TE1970'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0969 ***********************************************************************
 RR0969  DESIGNATION -  CLASSEN
 RR0969  PID         -  RR0969
 RR0969  STATE/COUNTY-  ND/MORTON
 RR0969  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0969
 RR0969                         *CURRENT SURVEY CONTROL
 RR0969  ___________________________________________________________________
 RR0969* NAD 83(1996)-  46 58 39.72753(N)    101 49 38.08830(W)     ADJUSTED  
 RR0969* NAVD 88     -       739.8    (meters)    2427.     (feet)  VERTCON   
 RR0969  ___________________________________________________________________
 RR0969  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 RR0969  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 RR0969
 RR0969  HORZ ORDER  -  SECOND
 RR0969
 RR0969.The horizontal coordinates were established by classical geodetic methods
 RR0969.and adjusted by the National Geodetic Survey in January 1998..
 RR0969
 RR0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0969
 RR0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0969
 RR0969.The geoid height was determined by GEOID03.
 RR0969
 RR0969;                    North         East     Units Scale Factor Converg.
 RR0969;SPC ND S     -   146,584.215   499,023.903   MT  0.99993896   -0 58 05.1
 RR0969;SPC ND S     -   480,919.34  1,637,217.53   iFT  0.99993896   -0 58 05.1
 RR0969;UTM  14      - 5,206,566.339   284,973.456   MT  1.00016831   -2 04 03.9
 RR0969
 RR0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0969!SPC ND S     -   0.99988708  x   0.99993896  =   0.99982604
 RR0969!UTM  14      -   0.99988708  x   1.00016831  =   1.00005537
 RR0969
 RR0969|---------------------------------------------------------------------|
 RR0969| PID    Reference Object                     Distance      Geod. Az  |
 RR0969|                                                           dddmmss.s |
 RR0969| CQ8096 CLASSEN RM 1                         12.603 METERS 04432     |
 RR0969| CQ8095 CLASSEN AZ MK                                      1873053.9 |
 RR0969| CQ8097 CLASSEN RM 2                         18.032 METERS 22052     |
 RR0969|---------------------------------------------------------------------|
 RR0969
 RR0969                          SUPERSEDED SURVEY CONTROL
 RR0969
 RR0969  NAD 83(1986)-  46 58 39.72245(N)    101 49 38.07925(W) AD(       ) 2
 RR0969  NAD 27      -  46 58 39.69783(N)    101 49 36.52142(W) AD(       ) 2
 RR0969  NGVD 29 (07/19/86)  739.4    (m)         2426.     (f) VERT ANG       
 RR0969
 RR0969.Superseded values are not recommended for survey control.
 RR0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0969.See file dsdata.txt to determine how the superseded data were derived.
 RR0969
 RR0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8497306566(NAD 83)
 RR0969_MARKER: DS = TRIANGULATION STATION DISK
 RR0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0969
 RR0969  HISTORY     - Date     Condition        Report By
 RR0969  HISTORY     - 1951     MONUMENTED       CGS
 RR0969  HISTORY     - 1957     GOOD             CGS
 RR0969
 RR0969                          STATION DESCRIPTION
 RR0969
 RR0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0969'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF GLEN ULLIN ON
 RR0969'LAND OWNED BY MR. PETE SABASTIAN.
 RR0969'
 RR0969'TO REACH THE STATION FROM THE BANK OF GLEN ULLIN IN GLEN ULLIN,
 RR0969'NORTH DAKOTA, GO EAST ON THE MAIN STREET FOR 0.3 MILE TO A
 RR0969'T-INTERSECTION.  THEN LEFT, CROSSING RAILROAD, FOR 5.5 MILES TO A
 RR0969'CROSS ROAD.  THEN RIGHT, NORTH, FOR 3.5 MILES TO A CROSS
 RR0969'ROAD.  CONTINUE NORTH FOR 1.7 MILES TO A DRIVEWAY ON THE
 RR0969'RIGHT.  THEN RIGHT, EAST AND SOUTH, FOR 0.55 MILE TO A TRACK
 RR0969'ROAD ON THE LEFT.  THEN LEFT, EAST, ON TRACK ROAD, FOR 0.1
 RR0969'MILE TO A WIRE GATE.  GO THROUGH GATE AND TAKE RIGHT FORK,
 RR0969'NORTHEAST, FOR 3.5 MILES TO A FENCE CORNER ON THE RIGHT.
 RR0969'CONTINUE NORTHEAST FOR 4.0 MILE TO A GATE IN A NORTH-SOUTH
 RR0969'FENCE LINE, (TO REACH THE AZIMUTH MARK, PASS THROUGH GATE,
 RR0969'THEN RIGHT, SOUTH ALONG FENCE LINE, FOR 0.15 MILES TO THE
 RR0969'MARK ON THE RIGHT AS DESCRIBED).  PASS THROUGH GATE, THEN
 RR0969'LEFT, NORTH, FOR 0.45 MILE.  BEAR RIGHT, EASTERLY, FOR 0.05
 RR0969'MILE TO TOP OF A LOW RIDGE AND THE STATION MARK AS
 RR0969'DESCRIBED.
 RR0969'
 RR0969'THE STATION MARK IS 8 FEET SOUTHEAST OF A ROCK PILE.  THE MARK
 RR0969'PROJECTS 4 INCHES AND THE DISK IS STAMPED CLASSEN 1951.
 RR0969'
 RR0969'REFERENCE MARK NO. 1 IS NEAR THE NORTH EDGE OF THE RIDGE.
 RR0969'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CLASSEN
 RR0969'NO 1 1951.
 RR0969'
 RR0969'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0969'CLASSEN NO 2 1951.
 RR0969'
 RR0969'THE AZIMUTH MARK IS 27 FEET WEST OF THE TRACK ROAD AND 1
 RR0969'FOOT EAST OF THE WIRE FENCE.  THE MARK PROJECTS 8 INCHES
 RR0969'AND THE DISK IS STAMPED CLASSEN 1951.
 RR0969'
 RR0969'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0969'CYLINDERS.
 RR0969
 RR0969                          STATION RECOVERY (1957)
 RR0969
 RR0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0969'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0969'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 RR0969'
 RR0969'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 RR0969'49, ABOUT 2.0 MILES EAST OF GLEN ULLIN, GO NORTH ON STATE
 RR0969'HIGHWAY 49 FOR 11.4 MILES TO CROSSROADS AT THE MERCER COUNTY
 RR0969'LINE, TURN LEFT AND GO WEST FOR 1.7 MILES TO A SIDE ROAD RIGHT
 RR0969'AND A TRACK ROAD ON THE LEFT, TURN LEFT AND GO SOUTH, WEST
 RR0969'AND SOUTH ON TRACK ROAD FOR 0.25 MILE, HERE BEAR LEFT FOR
 RR0969'ABOUT 0.05 MILE TO TOP OF LOW RIDGE AND STATION.
 RR0969'
 RR0969'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION AND
 RR0969'IS ON THE WEST SIDE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2088 ***********************************************************************
 TE2088  DESIGNATION -  CLAUDE
 TE2088  PID         -  TE2088
 TE2088  STATE/COUNTY-  ND/ROLETTE
 TE2088  USGS QUAD   -  MYLO NW (1971)
 TE2088
 TE2088                         *CURRENT SURVEY CONTROL
 TE2088  ___________________________________________________________________
 TE2088* NAD 83(1996)-  48 38 07.12771(N)    099 44 55.59659(W)     ADJUSTED  
 TE2088* NAVD 88     -       523.1    (meters)    1716.     (feet)  VERTCON   
 TE2088  ___________________________________________________________________
 TE2088  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TE2088  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TE2088
 TE2088  HORZ ORDER  -  SECOND
 TE2088
 TE2088.The horizontal coordinates were established by classical geodetic methods
 TE2088.and adjusted by the National Geodetic Survey in January 1998..
 TE2088
 TE2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2088
 TE2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2088
 TE2088.The geoid height was determined by GEOID03.
 TE2088
 TE2088;                    North         East     Units Scale Factor Converg.
 TE2088;SPC ND N     -   182,091.712   655,366.667   MT  0.99998204   +0 33 32.4
 TE2088;SPC ND N     -   597,413.75  2,150,153.11   iFT  0.99998204   +0 33 32.4
 TE2088;UTM  14      - 5,387,187.123   444,834.039   MT  0.99963739   -0 33 43.1
 TE2088
 TE2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2088!SPC ND N     -   0.99992147  x   0.99998204  =   0.99990351
 TE2088!UTM  14      -   0.99992147  x   0.99963739  =   0.99955889
 TE2088
 TE2088|---------------------------------------------------------------------|
 TE2088| PID    Reference Object                     Distance      Geod. Az  |
 TE2088|                                                           dddmmss.s |
 TE2088| CO7458 CLAUDE RM 1                          17.632 METERS 08339     |
 TE2088| CO7459 CLAUDE RM 2                          22.395 METERS 28459     |
 TE2088| TE2089 ROLETTE MUNICIPAL WATER TANK        APPROX. 7.7 KM 2931408.7 |
 TE2088|---------------------------------------------------------------------|
 TE2088
 TE2088                          SUPERSEDED SURVEY CONTROL
 TE2088
 TE2088  NAD 83(1986)-  48 38 07.13101(N)    099 44 55.58351(W) AD(       ) 2
 TE2088  NAD 27      -  48 38 07.13490(N)    099 44 54.05142(W) AD(       ) 2
 TE2088  NGVD 29 (07/19/86)  522.7    (m)         1715.     (f) VERT ANG       
 TE2088
 TE2088.Superseded values are not recommended for survey control.
 TE2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2088.See file dsdata.txt to determine how the superseded data were derived.
 TE2088
 TE2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4483487187(NAD 83)
 TE2088_MARKER: DD = SURVEY DISK
 TE2088_SETTING: 0 = UNSPECIFIED SETTING
 TE2088
 TE2088  HISTORY     - Date     Condition        Report By
 TE2088  HISTORY     - 1968     MONUMENTED       USGS
 TE2088
 TE2088                          STATION DESCRIPTION
 TE2088
 TE2088'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2088'THE STATION IS ABOUT 4.8 MI ESE. OF ROLETTE, N. DAK., NEAR THE
 TE2088'CENTER OF THE SW. QUARTER SEC. 31, T. 160 N., R. 70 W., ABOUT 1.75
 TE2088'MI S. OF STATE HWY. 66 AND ABOUT 0.5 MI W. OF A GRAVELED COUNTY
 TE2088'RD., IT IS IN PASTURE LAND ON TOP OF HIGHEST HILL IN VICINITY.
 TE2088'
 TE2088'TO REACH FROM THE CENTER OF ROLETTE, GO E. ON STATE HWY. 66 FOR 4.1
 TE2088'MI TO A CROSSROADS, TURN RIGHT AND GO 1.0 MI S. TO A CURVE IN RD.,
 TE2088'FOLLOW CURVE AND GO E. FOR 0.3 MI TO ANOTHER CURVE AND GO SE. AND
 TE2088'S. FOR 1.1 MI TO A T-RD. N., TURN RIGHT AND GO 0.5 MI TO TOP OF
 TE2088'HILL, PART CAR HERE AND PACK IN ABOUT A QUARTER MI N. TO STATION
 TE2088'ON TOP OF HIGHEST HILL IN VICINITY.
 TE2088'
 TE2088'THE STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2088'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE2088'TO WITHIN 1 IN. OF CAP, IT IS 70 FT E. OF N.-S. FENCE AND 70 FT E.
 TE2088'OF USGS WITNESS POST.  IT IS FLUSH WITH THE GROUND, STAMPED ET
 TE2088'CLAUDE 1968.
 TE2088'
 TE2088'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2088'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE2088'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CLAUDE NO 1 1968, IS ENE.
 TE2088'OF THE STATION, 130 FT E. OF N.-S. FENCE AND IS FLUSH WITH THE
 TE2088'GROUND.
 TE2088'
 TE2088'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2088'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE2088'TO WITHIN 1 IN. OF CAP, STAMPED CLAUDE NO 2 1968, IT IS WNW. OF THE
 TE2088'STATION, 1.7 FT W. OF N.-S. FENCE AND IS FLUSH WITH THE GROUND.
 TE2088'
 TE2088'NO AZIMUTH MARK SET.
 TE2088'
 TE2088'REFERENCE AZIMUTH USED - ROLETTE M.W.T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1698 ***********************************************************************
 SN1698  DESIGNATION -  CLAUDE
 SN1698  PID         -  SN1698
 SN1698  STATE/COUNTY-  ND/MERCER
 SN1698  USGS QUAD   -  STANTON (1981)
 SN1698
 SN1698                         *CURRENT SURVEY CONTROL
 SN1698  ___________________________________________________________________
 SN1698* NAD 83(1996)-  47 17 57.91381(N)    101 28 47.82543(W)     ADJUSTED  
 SN1698* NAVD 88     -       573.4    (meters)    1881.     (feet)  VERTCON   
 SN1698  ___________________________________________________________________
 SN1698  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 SN1698  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 SN1698
 SN1698  HORZ ORDER  -  SECOND
 SN1698
 SN1698.The horizontal coordinates were established by classical geodetic methods
 SN1698.and adjusted by the National Geodetic Survey in January 1998..
 SN1698
 SN1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1698
 SN1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1698
 SN1698.The geoid height was determined by GEOID03.
 SN1698
 SN1698;                    North         East     Units Scale Factor Converg.
 SN1698;SPC ND S     -   181,958.239   525,890.445   MT  0.99996874   -0 42 53.1
 SN1698;SPC ND S     -   596,975.85  1,725,362.35   iFT  0.99996874   -0 42 53.1
 SN1698;UTM  14      - 5,241,421.184   312,520.762   MT  1.00003198   -1 49 23.0
 SN1698
 SN1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1698!SPC ND S     -   0.99991325  x   0.99996874  =   0.99988200
 SN1698!UTM  14      -   0.99991325  x   1.00003198  =   0.99994523
 SN1698
 SN1698|---------------------------------------------------------------------|
 SN1698| PID    Reference Object                     Distance      Geod. Az  |
 SN1698|                                                           dddmmss.s |
 SN1698| CQ8099 CLAUDE RM 2                          16.442 METERS 08837     |
 SN1698| SN1710 HAZEN RELAY MAST                    APPROX.12.1 KM 2855908.7 |
 SN1698| CQ8098 CLAUDE RM 1                          17.020 METERS 35917     |
 SN1698|---------------------------------------------------------------------|
 SN1698
 SN1698                          SUPERSEDED SURVEY CONTROL
 SN1698
 SN1698  NAD 83(1986)-  47 17 57.91207(N)    101 28 47.81537(W) AD(       ) 2
 SN1698  NAD 27      -  47 17 57.91056(N)    101 28 46.23222(W) AD(       ) 2
 SN1698  NGVD 29 (07/19/86)  573.0    (m)         1880.     (f) VERT ANG       
 SN1698
 SN1698.Superseded values are not recommended for survey control.
 SN1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1698.See file dsdata.txt to determine how the superseded data were derived.
 SN1698
 SN1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1252141421(NAD 83)
 SN1698_MARKER: DD = SURVEY DISK
 SN1698_SETTING: 0 = UNSPECIFIED SETTING
 SN1698
 SN1698  HISTORY     - Date     Condition        Report By
 SN1698  HISTORY     - 1967     MONUMENTED       USGS
 SN1698  HISTORY     - 1983     GOOD             LOCENG
 SN1698
 SN1698                          STATION DESCRIPTION
 SN1698
 SN1698'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN1698'THE STATION IS LOCATED ABOUT 7.2 MI E. OF HAZEN, T. 144 N., R. 85
 SN1698'W., NEAR THE SE. COR. OF THE SW 1/4 OF SEC. 8.
 SN1698'
 SN1698'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 7 AND COUNTY
 SN1698'RD. 8 IN THE TOWN OF HAZEN, GO E. ALONG STATE HWY. 7 FOR 6.7 MI TO
 SN1698'INTERSECTION OF HWY. 7 AND COUNTY RD. 31 S., CONTINUE E. ALONG CO.
 SN1698'RD. 31 S. FOR 0.5 MI TO STATION ON THE LEFT (N.).
 SN1698'
 SN1698'STATION MARK IS 74 FT N. OF CENTER OF HWY., 2 FT S. AND 2 FT E. OF
 SN1698'T-FENCE N., 2 FT S. OF USGS WITNESS POST.  STAMPED ET CLAUDE 1967.
 SN1698'
 SN1698'REFERENCE MARK NO. 1 IS N. OF THE STATION, 130 FT N. OF CENTER OF
 SN1698'HWY., 54 FT N. OF T-FENCE N., 2 FT E. OF FENCE.  STAMPED CLAUDE NO 1
 SN1698'1967.
 SN1698'
 SN1698'REFERENCE MARK NO. 2 IS E. OF THE STATION, 54 FT E. OF T-FENCE N., 74
 SN1698'FT N. OF CENTER OF HWY., 1 FT S. OF FENCE.  STAMPED CLAUDE NO 2
 SN1698'1967.
 SN1698'
 SN1698'AZIMUTH MARK - NONE SET.
 SN1698'
 SN1698'REFERENCE AZIMUTH TO TOP OF CENTER OF RELAY MAST 5.0 MI N. OF
 SN1698'HAZEN.  ALL MARKS ARE FLUSH WITH THE GROUND.  STANDARD TABLETS
 SN1698'CRIMPED TO ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILE,
 SN1698'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1698
 SN1698                          STATION RECOVERY (1983)
 SN1698
 SN1698'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HGL)
 SN1698'U.S.G.S. CLAUDE 1967 RECOVERED VERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0799 ***********************************************************************
 SO0799  DESIGNATION -  CLAY
 SO0799  PID         -  SO0799
 SO0799  STATE/COUNTY-  ND/MCKENZIE
 SO0799  USGS QUAD   -  TEPEE BUTTES (1958)
 SO0799
 SO0799                         *CURRENT SURVEY CONTROL
 SO0799  ___________________________________________________________________
 SO0799* NAD 83(1996)-  47 41 50.36997(N)    103 18 25.42013(W)     ADJUSTED  
 SO0799* NAVD 88     -       761.8    (meters)    2499.     (feet)  VERTCON   
 SO0799  ___________________________________________________________________
 SO0799  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 SO0799  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SO0799
 SO0799  HORZ ORDER  -  THIRD
 SO0799
 SO0799.The horizontal coordinates were established by classical geodetic methods
 SO0799.and adjusted by the National Geodetic Survey in January 1998..
 SO0799
 SO0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0799
 SO0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0799
 SO0799.The geoid height was determined by GEOID03.
 SO0799
 SO0799;                    North         East     Units Scale Factor Converg.
 SO0799;SPC ND N     -    81,368.948   389,355.108   MT  0.99995857   -2 05 19.8
 SO0799;SPC ND N     -   266,958.49  1,277,411.77   iFT  0.99995857   -2 05 19.8
 SO0799;UTM  13      - 5,284,048.145   627,020.821   MT  0.99979827   +1 15 08.1
 SO0799
 SO0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0799!SPC ND N     -   0.99988336  x   0.99995857  =   0.99984193
 SO0799!UTM  13      -   0.99988336  x   0.99979827  =   0.99968165
 SO0799
 SO0799:                Primary Azimuth Mark                     Grid Az
 SO0799:SPC ND N     -  JORGENSON                                066 44 36.5
 SO0799:UTM  13      -  JORGENSON                                063 24 08.6
 SO0799
 SO0799|---------------------------------------------------------------------|
 SO0799| PID    Reference Object                     Distance      Geod. Az  |
 SO0799|                                                           dddmmss.s |
 SO0799| SO0797 JORGENSON                           APPROX. 7.5 KM 0643916.7 |
 SO0799|---------------------------------------------------------------------|
 SO0799
 SO0799                          SUPERSEDED SURVEY CONTROL
 SO0799
 SO0799  NAD 83(1986)-  47 41 50.36778(N)    103 18 25.40813(W) AD(       ) 3
 SO0799  NAD 27      -  47 41 50.32538(N)    103 18 23.72268(W) AD(       ) 3
 SO0799  NGVD 29 (07/19/86)  761.3    (m)         2498.     (f) VERT ANG       
 SO0799
 SO0799.Superseded values are not recommended for survey control.
 SO0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0799.See file dsdata.txt to determine how the superseded data were derived.
 SO0799
 SO0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN2702184048(NAD 83)
 SO0799_MARKER: DD = SURVEY DISK
 SO0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0799_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0799
 SO0799  HISTORY     - Date     Condition        Report By
 SO0799  HISTORY     - 1957     MONUMENTED       USGS
 SO0799
 SO0799                          STATION DESCRIPTION
 SO0799
 SO0799'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0799'STATION IS LOCATED ABOUT 7.1 MI S. AND 1.0 MI W. OF WATFORD CITY, NEAR
 SO0799'THE QUARTER CORNER BETWEEN SECS. 25 AND 26, T. 148 N., R. 99 W., ON
 SO0799'THE HIGHEST POINT OF A VERY PROMINENT PEAK KNOWN LOCALLY AS CLAY
 SO0799'BUTTE, ABOUT 100 FT N. AND 390 FT W. OF THE N. APEX OF A TRIANGULAR
 SO0799'TRAIL FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2123 ***********************************************************************
 TF2123  DESIGNATION -  CLAY
 TF2123  PID         -  TF2123
 TF2123  STATE/COUNTY-  ND/RENVILLE
 TF2123  USGS QUAD   -  LANSFORD NW (1949)
 TF2123
 TF2123                         *CURRENT SURVEY CONTROL
 TF2123  ___________________________________________________________________
 TF2123* NAD 83(1996)-  48 40 35.69885(N)    101 29 42.53746(W)     ADJUSTED  
 TF2123* NAVD 88     -       503.9    (meters)    1653.     (feet)  GPS OBS   
 TF2123  ___________________________________________________________________
 TF2123  X           -    -840,948.959 (meters)                     COMP
 TF2123  Y           -  -4,135,188.121 (meters)                     COMP
 TF2123  Z           -   4,767,249.309 (meters)                     COMP
 TF2123  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 TF2123  ELLIP HEIGHT-         483.27  (meters)          (06/27/05) GPS OBS
 TF2123  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF2123
 TF2123  HORZ ORDER  -  A
 TF2123  ELLP ORDER  -  FOURTH    CLASS I
 TF2123
 TF2123.The horizontal coordinates were established by GPS observations
 TF2123.and adjusted by the National Geodetic Survey in June 2005..
 TF2123
 TF2123.The orthometric height was determined by GPS observations and a
 TF2123.high-resolution geoid model.
 TF2123
 TF2123.Photographs are available for this station.
 TF2123
 TF2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2123
 TF2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2123
 TF2123.The ellipsoidal height was determined by GPS observations
 TF2123.and is referenced to NAD 83.
 TF2123
 TF2123.The geoid height was determined by GEOID03.
 TF2123
 TF2123;                    North         East     Units Scale Factor Converg.
 TF2123;SPC ND N     -   186,884.465   526,715.676   MT  0.99998924   -0 44 25.9
 TF2123;SPC ND N     -   613,138.01  1,728,069.80   iFT  0.99998924   -0 44 25.9
 TF2123;UTM  14      - 5,394,508.441   316,327.152   MT  1.00001448   -1 52 27.7
 TF2123
 TF2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2123!SPC ND N     -   0.99992427  x   0.99998924  =   0.99991351
 TF2123!UTM  14      -   0.99992427  x   1.00001448  =   0.99993875
 TF2123
 TF2123:                Primary Azimuth Mark                     Grid Az
 TF2123:SPC ND N     -  CLAY AZ MK                               090 27 33.3
 TF2123:UTM  14      -  CLAY AZ MK                               091 35 35.1
 TF2123
 TF2123|---------------------------------------------------------------------|
 TF2123| PID    Reference Object                     Distance      Geod. Az  |
 TF2123|                                                           dddmmss.s |
 TF2123| CQ8103 CLAY AZ MK                                         0894307.4 |
 TF2123| TF2117 LANSFORD MUNICIPAL TANK             APPROX.10.3 KM 1211250.8 |
 TF2123| CQ8104 CLAY RM 1                            32.870 METERS 16846     |
 TF2123| CQ8105 CLAY RM 2                            24.457 METERS 27929     |
 TF2123| TF2235 MOHALL MUNICIPAL TANK               APPROX. 9.8 KM 3531744.6 |
 TF2123| TF2236 MOHALL ST JEROMES CATH CHURCH       APPROX. 9.7 KM 3542915.6 |
 TF2123|---------------------------------------------------------------------|
 TF2123
 TF2123                          SUPERSEDED SURVEY CONTROL
 TF2123
 TF2123  NAD 83(1996)-  48 40 35.70003(N)    101 29 42.53790(W) AD(       ) 2
 TF2123  NAD 83(1986)-  48 40 35.69721(N)    101 29 42.53425(W) AD(       ) 2
 TF2123  NAD 27      -  48 40 35.61970(N)    101 29 40.95600(W) AD(       ) 2
 TF2123
 TF2123.Superseded values are not recommended for survey control.
 TF2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2123.See file dsdata.txt to determine how the superseded data were derived.
 TF2123
 TF2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1632794508(NAD 83)
 TF2123_MARKER: DS = TRIANGULATION STATION DISK
 TF2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2123_STAMPING: CLAY 1963
 TF2123_MARK LOGO: CGS   
 TF2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2123+STABILITY: SURFACE MOTION
 TF2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2123+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 TF2123
 TF2123  HISTORY     - Date     Condition        Report By
 TF2123  HISTORY     - 1963     MONUMENTED       CGS
 TF2123  HISTORY     - 20040820 GOOD             NDSPLS
 TF2123
 TF2123                          STATION DESCRIPTION
 TF2123
 TF2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2123'THE STATION IS LOCATED 6 MILES SOUTH AND 1/2 MILE EAST OF THE
 TF2123'TOWN OF MOHALL, ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION
 TF2123'LINE ROAD, IN THE SOUTHEAST 1/4 SEC. 15, T160N, R84W.
 TF2123'
 TF2123'TO REACH FROM THE POST OFFICE IN MOHALL, GO WEST ON STATE
 TF2123'HIGHWAY 5 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY 5
 TF2123'AND COUNTY ROAD 9, TURN LEFT AND GO SOUTH ON COUNTY ROAD 9
 TF2123'FOR 6.1 MILES TO A CROSSROAD AND A SCHOOLHOUSE IN THE NORTHWEST
 TF2123'ANGLE, TURN LEFT AND GO EAST FOR 1.0 MILE TO A DIM CROSSROAD
 TF2123'AND THE STATION IN THE NORTHWEST ANGLE.  (THE AZIMUTH MARK IS
 TF2123'LOCATED 0.35 MILE EAST OF THE POINT ON THE NORTH SIDE OF
 TF2123'THE GRAVELED ROAD.)
 TF2123'
 TF2123'THE STATION MARK IS A STANDARD DISK, STAMPED CLAY 1963, SET
 TF2123'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS SET
 TF2123'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET NORTH
 TF2123'OF THE CENTER OF A GRAVELED ROAD, 47 FEET WEST OF THE CENTER
 TF2123'OF A TRACK ROAD, AND 4.6 FEET SOUTHEAST OF A WITNESS POST.
 TF2123'
 TF2123'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED CLAY NO 1
 TF2123'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2123'PROJECTING 3-INCHES.  IT IS 112.3 FEET SOUTH-SOUTHEAST OF THE
 TF2123'WITNESS POST, 44 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 TF2123'AND 10 FEET WEST OF THE CENTER OF THE DIM TRACK ROAD.
 TF2123'
 TF2123'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED CLAY NO 2 1963,
 TF2123'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2123'3-INCHES.  IT IS 126 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 TF2123'77.5 FEET WEST-NORTHWEST OF THE WITNESS POST, AND 77 FEET
 TF2123'NORTH OF THE CENTER OF THE GRAVELED ROAD.
 TF2123'
 TF2123'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAY 1963, SET
 TF2123'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS SET
 TF2123'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 75 FEET NORTH OF
 TF2123'THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A TELEPHONE
 TF2123'POLE, AND 1.1 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 TF2123
 TF2123                          STATION RECOVERY (2004)
 TF2123
 TF2123'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 TF2123'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHEAST OF MOHALL, 6.0
 TF2123'MILES NORTHWEST  OF LANSFORD, IN THE SOUTHEAST 1/4 OF SECTION 15, T
 TF2123'160 N, R 84 W.
 TF2123' 
 TF2123'TO REACH THE STATION FROM THE THE JUNCTION OF STATE HIGHWAY 5 AND
 TF2123'COUNTY ROAD 9 IN  MOHALL, GO SOUTH FOR 6.1 MILES ON COUNTY ROAD 9 TO A
 TF2123'CROSSROAD.  TURN LEFT AND GO EAST  FOR 1 MILE TO THE STATION, IN THE
 TF2123'NORTHWEST CORNER OF THE INTERSECTION OF THE GRAVEL  ROAD AND A PRAIRIE
 TF2123'TRAIL (NORTH-SOUTH).
 TF2123' 
 TF2123'LOCATED 63.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 47.0 FEET
 TF2123'WEST OF THE PRAIRIE  TRAIL, AND 4.6 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0636 ***********************************************************************
 RQ0636  DESIGNATION -  CLEMENT
 RQ0636  PID         -  RQ0636
 RQ0636  STATE/COUNTY-  ND/DICKEY
 RQ0636  USGS QUAD   -  GLOVER (1952)
 RQ0636
 RQ0636                         *CURRENT SURVEY CONTROL
 RQ0636  ___________________________________________________________________
 RQ0636* NAD 83(1996)-  46 09 10.32829(N)    098 11 01.35240(W)     ADJUSTED  
 RQ0636* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 RQ0636  ___________________________________________________________________
 RQ0636  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 RQ0636  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RQ0636
 RQ0636  HORZ ORDER  -  FIRST
 RQ0636
 RQ0636.The horizontal coordinates were established by classical geodetic methods
 RQ0636.and adjusted by the National Geodetic Survey in January 1998..
 RQ0636
 RQ0636.The orthometric height was scaled from a topographic map.
 RQ0636
 RQ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0636
 RQ0636.The geoid height was determined by GEOID03.
 RQ0636
 RQ0636;                    North         East     Units Scale Factor Converg.
 RQ0636;SPC ND S     -    56,682.733   778,907.941   MT  1.00000613   +1 41 22.1
 RQ0636;SPC ND S     -   185,966.97  2,555,472.25   iFT  1.00000613   +1 41 22.1
 RQ0636;UTM  14      - 5,111,356.346   563,032.925   MT  0.99964884   +0 35 19.4
 RQ0636
 RQ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0636!SPC ND S     -   0.99993708  x   1.00000613  =   0.99994321
 RQ0636!UTM  14      -   0.99993708  x   0.99964884  =   0.99958594
 RQ0636
 RQ0636:                Primary Azimuth Mark                     Grid Az
 RQ0636:SPC ND S     -  CLEMENT AZ MK                            089 59 29.5
 RQ0636:UTM  14      -  CLEMENT AZ MK                            091 05 32.2
 RQ0636
 RQ0636|---------------------------------------------------------------------|
 RQ0636| PID    Reference Object                     Distance      Geod. Az  |
 RQ0636|                                                           dddmmss.s |
 RQ0636| CO5407 CLEMENT AZ MK                                      0914051.6 |
 RQ0636| CO5408 CLEMENT RM 1                         36.762 METERS 18330     |
 RQ0636| RQ0639 OUR SAVIOR LUTHERAN CH CROSS        APPROX. 2.7 KM 2983014.3 |
 RQ0636| RQ0647 ERWIN MATTSONS BARN VENTILATOR      APPROX.15.5 KM 3331018.6 |
 RQ0636| CO5409 CLEMENT RM 2                         48.768 METERS 35729     |
 RQ0636|---------------------------------------------------------------------|
 RQ0636
 RQ0636                          SUPERSEDED SURVEY CONTROL
 RQ0636
 RQ0636  NAD 83(1986)-  46 09 10.33368(N)    098 11 01.34905(W) AD(       ) 1
 RQ0636  NAD 27      -  46 09 10.45400(N)    098 10 59.98400(W) AD(       ) 1
 RQ0636
 RQ0636.Superseded values are not recommended for survey control.
 RQ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0636.See file dsdata.txt to determine how the superseded data were derived.
 RQ0636
 RQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6303311356(NAD 83)
 RQ0636_MARKER: DS = TRIANGULATION STATION DISK
 RQ0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0636
 RQ0636  HISTORY     - Date     Condition        Report By
 RQ0636  HISTORY     - 1934     MONUMENTED       CGS
 RQ0636  HISTORY     - 1954     GOOD             CGS
 RQ0636
 RQ0636                          STATION DESCRIPTION
 RQ0636
 RQ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0636'STATION IS IN THE N SIDE CENTER OF SEC. 22, T 131 N, R 60 W,
 RQ0636'ABOUT 2.75 MILES E OF THE CLEMENT RAILROAD STATION AND 4-1/2
 RQ0636'MILES W AND 1 MILE N OF OAKES ON A LOW FLAT RIDGE JUST S OF
 RQ0636'THE SOO LINE RAILROAD ON LAND RENTED BY MR. PFEIFER.  MARK
 RQ0636'IS SET 7.5 FEET E OF N-S FENCE LINE ABOUT 195 FEET S OF CENTER
 RQ0636'LINE OF ROAD LEADING TO STATION.
 RQ0636'
 RQ0636'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0636'BRONZE DISKS SET IN CONCRETE.
 RQ0636'
 RQ0636'REFERENCE MARK NO. 1 IS S OF STATION 120.59 FEET, 36.755
 RQ0636'METERS, SET IN N-S FENCE LINE.
 RQ0636'
 RQ0636'REFERENCE MARK NO. 2 IS N OF STATION 160.00 FEET, 48.765
 RQ0636'METERS SET IN N-S FENCE LINE, 31 FEET S OF CENTER LINE OF
 RQ0636'ROAD, 4 FEET S OF FENCE CORNER.
 RQ0636'
 RQ0636'AZIMUTH MARK IS 0.5 MILE E OF STATION, SET 26 FEET E OF
 RQ0636'CENTER LINE OF DIRT ROAD IN FENCE LINE, 50 FEET S OF SOO RAILROAD
 RQ0636'TRACKS.
 RQ0636'
 RQ0636'REACHED FROM OAKES BY GOING W ON GRAVELED ROAD 2.6 MILES
 RQ0636'TO RAILROAD CROSSING AT NORWAY SPUR ELEVATOR, CONTINUE W 1.4
 RQ0636'MILES TO CROSSROADS, THEN LEAVE GRAVEL AND GO N ON DIRT
 RQ0636'ROAD 0.9 MILE, THENCE W ON DIRT ROAD ALONG S SIDE OF RAILROAD
 RQ0636'0.5 MILE TO STATION ON S SIDE OF ROAD.
 RQ0636'
 RQ0636'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0636
 RQ0636                          STATION RECOVERY (1954)
 RQ0636
 RQ0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0636'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 RQ0636'IN GOOD CONDITION, A COMPLETE NEW DESCRIPTION FOLLOWS GIVING
 RQ0636'ADDITIONAL INFORMATION ON THE MARKS.
 RQ0636'
 RQ0636'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST AND 1 MILE NORTH
 RQ0636'OF OAKES, 3 MILES EAST OF CLEMENT AND ON THE NORTH END OF
 RQ0636'THE QUARTER SECTION LINE OF SEC. 22, T 131 N, R 60 W.
 RQ0636'
 RQ0636'TO REACH THE STATION FROM THE POST OFFICE IN OAKES, GO WEST
 RQ0636'3.0 MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH FOR 1.0
 RQ0636'MILE TO A CROSS ROAD, TURN LEFT AND GO WEST FOR 1.0 MILE TO
 RQ0636'A T-INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.05, CROSSING
 RQ0636'THE RAILROAD TRACKS, TO THE AZIMUTH MARK ON THE LEFT, TURN
 RQ0636'RIGHT AND GO WEST ON A TRACK ROAD BETWEEN THE RAILROAD AND A
 RQ0636'FENCE FOR 0.5 MILE TO A FENCE CORNER ON THE LEFT AND THE STATION
 RQ0636'ON THE LEFT ABOUT 195 FEET SOUTH OF THE ROAD.
 RQ0636'
 RQ0636'THE STATION MARK, STAMPED CLEMENT 1934, IS A STANDARD DISK
 RQ0636'SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 RQ0636'260 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 12 FEET
 RQ0636'WEST OF THE WEST EDGE OF A ROW OF TREES, 8 FEET EAST OF A
 RQ0636'FENCE AND 6.5 FEET EAST OF A WITNESS POST.
 RQ0636'
 RQ0636'REFERENCE MARK NO. 1, STAMPED CLEMENT NO 1 1934, IS A STANDARD
 RQ0636'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.
 RQ0636'IT IS 19 FEET WEST OF THE WEST EDGE OF THE ROW OF TREES
 RQ0636'AND 1 FOOT EAST OF THE FENCE.
 RQ0636'
 RQ0636'REFERENCE MARK NO. 2, STAMPED CLEMENT NO 2 1934, IS A STANDARD
 RQ0636'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
 RQ0636'IT IS 100.3 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 4 FEET
 RQ0636'SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.
 RQ0636'
 RQ0636'THE AZIMUTH MARK, STAMPED CLEMENT AZI 1934, IS A REFERENCE
 RQ0636'MARK DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 1
 RQ0636'INCH.  IT IS 28.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 RQ0636'RAILROAD, 21 FEET EAST OF THE CENTER OF A TRACK ROAD, 19.8
 RQ0636'FEET SOUTHEAST OF A RAILROAD CROSSING SIGN AND 1.5 FEET SOUTH
 RQ0636'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1325 ***********************************************************************
 SL1325  DESIGNATION -  CLIFFORD MICROWAVE MAST
 SL1325  PID         -  SL1325
 SL1325  STATE/COUNTY-  ND/TRAILL
 SL1325  USGS QUAD   -  GALESBURG (1966)
 SL1325
 SL1325                         *CURRENT SURVEY CONTROL
 SL1325  ___________________________________________________________________
 SL1325* NAD 83(1996)-  47 21 10.20268(N)    097 25 51.06847(W)     ADJUSTED  
 SL1325* NAVD 88     -                                                        
 SL1325  ___________________________________________________________________
 SL1325  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 SL1325  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 SL1325
 SL1325  HORZ ORDER  -  THIRD
 SL1325
 SL1325.The horizontal coordinates were established by classical geodetic methods
 SL1325.and adjusted by the National Geodetic Survey in January 1998..
 SL1325
 SL1325
 SL1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1325
 SL1325.The geoid height was determined by GEOID03.
 SL1325
 SL1325;                    North         East     Units Scale Factor Converg.
 SL1325;SPC ND N     -    43,849.550   831,828.448   MT  1.00001680   +2 17 01.9
 SL1325;SPC ND N     -   143,863.35  2,729,095.96   iFT  1.00001680   +2 17 01.9
 SL1325;UTM  14      - 5,245,568.241   618,506.546   MT  0.99977259   +1 09 15.5
 SL1325
 SL1325                          SUPERSEDED SURVEY CONTROL
 SL1325
 SL1325  NAD 83(1986)-  47 21 10.20124(N)    097 25 51.05965(W) AD(       ) 4
 SL1325  NAD 27      -  47 21 10.23600(N)    097 25 49.75400(W) AD(       ) 3
 SL1325
 SL1325.Superseded values are not recommended for survey control.
 SL1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1325.See file dsdata.txt to determine how the superseded data were derived.
 SL1325
 SL1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1850745568(NAD 83)
 SL1325_MARKER: 44 = MICROWAVE MAST
 SL1325
 SL1325  HISTORY     - Date     Condition        Report By
 SL1325  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1325
 SL1325                          STATION DESCRIPTION
 SL1325
 SL1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1325'THE STATION IS THE LIGHT ATOP THE NORTHEAST ONE OF TWO 120
 SL1325'FOOT METAL MASTS JOINED TOGETHER AT THEIR TOPS, AND LOCATED
 SL1325'ABOUT 1 MILE NORTHWEST OF CLIFFORD.
 SL1325'
 SL1325'THE STATION IS MAINTAINED BY THE NORTHWEST BELL TELEPHONE
 SL1325'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1219 ***********************************************************************
 SM1219  DESIGNATION -  CLIFTON
 SM1219  PID         -  SM1219
 SM1219  STATE/COUNTY-  ND/PIERCE
 SM1219  USGS QUAD   -  HARVEY (1986)
 SM1219
 SM1219                         *CURRENT SURVEY CONTROL
 SM1219  ___________________________________________________________________
 SM1219* NAD 83(1996)-  47 52 20.77013(N)    099 59 58.46141(W)     ADJUSTED  
 SM1219* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 SM1219  ___________________________________________________________________
 SM1219  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 SM1219  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 SM1219
 SM1219  HORZ ORDER  -  FIRST
 SM1219
 SM1219.The horizontal coordinates were established by classical geodetic methods
 SM1219.and adjusted by the National Geodetic Survey in January 1998..
 SM1219
 SM1219.The orthometric height was scaled from a topographic map.
 SM1219
 SM1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1219
 SM1219.The geoid height was determined by GEOID03.
 SM1219
 SM1219;                    North         East     Units Scale Factor Converg.
 SM1219;SPC ND N     -    97,119.396   637,434.131   MT  0.99994268   +0 22 20.6
 SM1219;SPC ND N     -   318,633.19  2,091,319.33   iFT  0.99994268   +0 22 20.6
 SM1219;UTM  14      - 5,302,605.779   425,253.122   MT  0.99966865   -0 44 28.9
 SM1219
 SM1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1219!SPC ND N     -   0.99991988  x   0.99994268  =   0.99986257
 SM1219!UTM  14      -   0.99991988  x   0.99966865  =   0.99958856
 SM1219
 SM1219:                Primary Azimuth Mark                     Grid Az
 SM1219:SPC ND N     -  ESMOND EVAN LUTH CH STEEPLE              043 42 16.1
 SM1219:UTM  14      -  ESMOND EVAN LUTH CH STEEPLE              044 49 05.6
 SM1219
 SM1219|---------------------------------------------------------------------|
 SM1219| PID    Reference Object                     Distance      Geod. Az  |
 SM1219|                                                           dddmmss.s |
 SM1219| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX.25.5 KM 0440436.7 |
 SM1219| CO5410 CLIFTON AZ MK                                      0462500.2 |
 SM1219| CO5411 CLIFTON RM 1                          7.717 METERS 04809     |
 SM1219| SM1217 HARVEY MUNICIPAL TANK               APPROX.12.5 KM 1553440.8 |
 SM1219| CO5412 CLIFTON RM 2                          8.598 METERS 33323     |
 SM1219|---------------------------------------------------------------------|
 SM1219
 SM1219                          SUPERSEDED SURVEY CONTROL
 SM1219
 SM1219  NAD 83(1986)-  47 52 20.77406(N)    099 59 58.46190(W) AD(       ) 1
 SM1219  NAD 27      -  47 52 20.76710(N)    099 59 56.99920(W) AD(       ) 1
 SM1219
 SM1219.Superseded values are not recommended for survey control.
 SM1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1219.See file dsdata.txt to determine how the superseded data were derived.
 SM1219
 SM1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU2525302606(NAD 83)
 SM1219_MARKER: DS = TRIANGULATION STATION DISK
 SM1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1219
 SM1219  HISTORY     - Date     Condition        Report By
 SM1219  HISTORY     - 1962     MONUMENTED       CGS
 SM1219
 SM1219                          STATION DESCRIPTION
 SM1219
 SM1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1219'THE STATION IS LOCATED 2-1/2 MILES EAST AND 1-1/4 MILES SOUTH
 SM1219'OF THE TOWN OF CLIFTON, IN THE NW 1/4 OF SEC. 27, T151N, R73W,
 SM1219'ON HIGHEST POINT OF SMALL HILL.
 SM1219'
 SM1219'TO REACH FROM THE POST OFFICE IN HARVEY GO NORTH 1 BLOCK, TURN
 SM1219'LEFT, WEST, AND GO 0.3 MILE TO JUNCTION WITH STATE HIGHWAY 3.
 SM1219'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 3 FOR 6.1 MILES TO A
 SM1219'CROSSROAD.  TURN LEFT, WEST, AND GO 2.4 MILES TO A SIDE ROAD
 SM1219'RIGHT, TURN RIGHT AND GO NORTH 0.75 MILE TO A DRIVEWAY ON THE
 SM1219'LEFT.  (TO REACH THE AZIMUTH MARK FROM HERE CONTINUE NORTH 0.25
 SM1219'MILE.) TURN LEFT INTO DRIVEWAY AND GO WEST 0.1 MILE TO A GATE
 SM1219'AT NORTHWEST CORNER OF THE BARN.  PASS THROUGH GATE AND GO 200
 SM1219'FEET TO A CONCRETE POST AND AN OPENING IN THE FENCE.  PASS
 SM1219'THROUGH OPENING AND GO WEST ON TRACK ROAD FOR 0.2 MILE TO A
 SM1219'GATE.  PASS THROUGH GATE AND LEAVE TRACK ROAD AND GO
 SM1219'NORTHWEST 0.1 MILE TO STATION.
 SM1219'
 SM1219'THE STATION MARK IS A STANDARD DISK, STAMPED CLIFTON 1962, AND
 SM1219'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1219'PROJECTS 3 INCHES AND IS 5 FEET NORTH OF WITNESS POST, 100 FEET
 SM1219'EAST OF NORTHSOUTH FENCE LINE, AND 69 FEET SOUTH OF EASTWEST
 SM1219'FENCE LINE.
 SM1219'
 SM1219'REFERENCE MARK NO. 1, STAMPED CLIFTON NO 1 1962, IS A STANDARD
 SM1219'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1219'IS PROJECTING 3 INCHES.  IT IS 52 FEET SOUTH OF EASTWEST FENCE
 SM1219'LINE AND 22.5 FEET NORTHEAST OF WITNESS POST.
 SM1219'
 SM1219'REFERENCE MARK NO. 2, STAMPED CLIFTON NO 2 1962, IS A STANDARD
 SM1219'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1219'IS PROJECTING 4 INCHES.  IT IS LOCATED 43 FEET SOUTH OF EASTWEST
 SM1219'FENCE LINE AND 326 FEET NORTHEAST OF WITNESS POST.
 SM1219'
 SM1219'AZIMUTH MARK, STAMPED CLIFTON 1962, IS A STANDARD DISK CEMENTED
 SM1219'IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF THE RAILROAD BRIDGE.
 SM1219'
 SM1219'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 32.55 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0748 ***********************************************************************
 RQ0748  DESIGNATION -  CLOUD
 RQ0748  PID         -  RQ0748
 RQ0748  STATE/COUNTY-  ND/MCINTOSH
 RQ0748  USGS QUAD   -  WEISSER DAM EAST (1980)
 RQ0748
 RQ0748                         *CURRENT SURVEY CONTROL
 RQ0748  ___________________________________________________________________
 RQ0748* NAD 83(1996)-  46 09 41.96954(N)    099 51 16.53104(W)     ADJUSTED  
 RQ0748* NAVD 88     -       665.3    (meters)    2183.     (feet)  VERTCON   
 RQ0748  ___________________________________________________________________
 RQ0748  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 RQ0748  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RQ0748
 RQ0748  HORZ ORDER  -  FIRST
 RQ0748
 RQ0748.The horizontal coordinates were established by classical geodetic methods
 RQ0748.and adjusted by the National Geodetic Survey in January 1998..
 RQ0748
 RQ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0748
 RQ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0748
 RQ0748.The geoid height was determined by GEOID03.
 RQ0748
 RQ0748;                    North         East     Units Scale Factor Converg.
 RQ0748;SPC ND S     -    55,226.593   649,849.292   MT  1.00000433   +0 28 14.7
 RQ0748;SPC ND S     -   181,189.61  2,132,051.48   iFT  1.00000433   +0 28 14.7
 RQ0748;UTM  14      - 5,112,364.017   434,020.040   MT  0.99965351   -0 36 59.2
 RQ0748
 RQ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0748!SPC ND S     -   0.99989922  x   1.00000433  =   0.99990355
 RQ0748!UTM  14      -   0.99989922  x   0.99965351  =   0.99955277
 RQ0748
 RQ0748|---------------------------------------------------------------------|
 RQ0748| PID    Reference Object                     Distance      Geod. Az  |
 RQ0748|                                                           dddmmss.s |
 RQ0748| CO5414 CLOUD AZ MK RESET                                  10309     |
 RQ0748| CO5413 CLOUD AZ MK                                        1030900.1 |
 RQ0748| CO5415 CLOUD RM 1                           40.595 METERS 12902     |
 RQ0748| RQ0749 ST JOHNS CATH CH N OF ZEELAND       APPROX.13.4 KM 1735934.5 |
 RQ0748| CO5416 CLOUD RM 2                           41.796 METERS 28349     |
 RQ0748|---------------------------------------------------------------------|
 RQ0748
 RQ0748                          SUPERSEDED SURVEY CONTROL
 RQ0748
 RQ0748  NAD 83(1986)-  46 09 41.96212(N)    099 51 16.52636(W) AD(       ) 1
 RQ0748  NAD 27      -  46 09 42.03400(N)    099 51 15.11200(W) AD(       ) 1
 RQ0748  NGVD 29 (07/19/86)  664.9    (m)         2181.     (f) VERT ANG       
 RQ0748
 RQ0748.Superseded values are not recommended for survey control.
 RQ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0748.See file dsdata.txt to determine how the superseded data were derived.
 RQ0748
 RQ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS3402012364(NAD 83)
 RQ0748_MARKER: DS = TRIANGULATION STATION DISK
 RQ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0748+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 RQ0748
 RQ0748  HISTORY     - Date     Condition        Report By
 RQ0748  HISTORY     - 1934     MONUMENTED       CGS
 RQ0748  HISTORY     - 1959     GOOD             CGS
 RQ0748  HISTORY     - 1965     GOOD             CGS
 RQ0748  HISTORY     - 20060315 GOOD             INDIV
 RQ0748
 RQ0748                          STATION DESCRIPTION
 RQ0748
 RQ0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0748'STATION IS LOCATED IN T 131 N, R 73 W, SW 1/4 SEC. 17, ABOUT
 RQ0748'13 MILES N AND 1.0 MILE W OF ZEELAND ON LAND OWNED BY JOHN
 RQ0748'CLOUD WHO LIVES AT ZEELAND.  IT IS ON TOP OF KNOLL ABOUT 150
 RQ0748'FEET E OF A KNOLL WHICH IS SLIGHTLY HIGHER THAN THE STATION.
 RQ0748'MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RQ0748'
 RQ0748'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0748'BRONZE DISKS SET IN CONCRETE.
 RQ0748'
 RQ0748'REFERENCE MARK NO. 1 IS 40.595 METERS (133.18 FEET) SE FROM
 RQ0748'STATION.  MARK PROJECTS ABOUT 10 INCHES.
 RQ0748'
 RQ0748'REFERENCE MARK NO. 2 IS 41.796 METERS (137.13 FEET) WNW OF
 RQ0748'STATION ON A KNOLL WHICH IS SLIGHTLY HIGHER THAN THE STATION.
 RQ0748'MARK PROJECTS ABOUT 6 INCHES.
 RQ0748'
 RQ0748'AZIMUTH MARK IS ABOUT 0.8 MILE E OF STATION.  REACHED BY
 RQ0748'GOING S 0.15 MILE, TO E AND W ROAD THENCE LEFT (E) GO 0.8
 RQ0748'MILE, TO AZIMUTH ON RIGHT.  MARK IS 34 FEET W OF CENTER LINE
 RQ0748'OF N AND S ROAD, 18 FEET S OF CENTER LINE OF E AND W ROAD,
 RQ0748'AND 4 FEET W OF N AND S FENCE.
 RQ0748'
 RQ0748'STATION IS REACHED FROM ZEELAND POST OFFICE BY GOING W 0.4
 RQ0748'MILE, TURN RIGHT (N) GO 4.55 MILES, TO LARGE WHITE CHURCH AND
 RQ0748'SCHOOLHOUSE, CONTINUE (N) 6.0 MILES TO A SMALL SCHOOL, ON THE
 RQ0748'(W) SIDE OF THE ROAD, CONTINUE (N) 2.0 MILES, TURN LEFT (W)
 RQ0748'AT MAIL BOX.  GO 0.8 MILE TO TOP OF RIDGE AND STATION ABOUT
 RQ0748'0.15 MILE, (N) ACROSS PASTURE LAND.
 RQ0748'
 RQ0748'HEIGHT OF LIGHT ABOVE STATION MARK - 21.7 METERS.
 RQ0748
 RQ0748                          STATION RECOVERY (1959)
 RQ0748
 RQ0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0748'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0748'CONDITION.
 RQ0748'
 RQ0748'THE AZIMUTH MARK RECOVERED AT THE CROSSROADS ABOUT 0.8 MILE
 RQ0748'EAST-SOUTHEAST OF THE STATION.  IT IS 34 FEET WEST OF THE
 RQ0748'CENTERLINE OF THE NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE
 RQ0748'EAST-WEST ROAD AND 5 FEET EAST-NORTHEAST OF A FENCE CORNER.
 RQ0748'
 RQ0748'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ZEELAND
 RQ0748'IS ADEQUATE.
 RQ0748
 RQ0748                          STATION RECOVERY (1965)
 RQ0748
 RQ0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 RQ0748'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 RQ0748'GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH
 RQ0748'MARK AS IT WAS IN THE WAY OF ROAD CONSTRUCTION.  THIS MARK
 RQ0748'WAS MOVED 44.60 FEET ON LINE TOWARD THE STATION.
 RQ0748'
 RQ0748'THE RESET AZIMUTH MARK IS 78.5 FEET WEST OF THE CENTERLINE
 RQ0748'OF THE ROAD, 25.5 FEET NORTH OF A TELEPHONE INSPECTION POST,
 RQ0748'8 FEET SOUTH OF THE CENTERLINE OF A LITTLE-USED SECTION LINE ROAD
 RQ0748'AND 2 FEET NORTH OF A METAL WITNESS POST.  A STANDARD AZIMUTH
 RQ0748'MARK DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 RQ0748'GROUND AND THE DISK IS STAMPED CLOUD 1934 RESET 1965.
 RQ0748'
 RQ0748'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ZEELAND
 RQ0748'WAS NOT CHECKED AT TIME OF RECOVERY.
 RQ0748
 RQ0748                          STATION RECOVERY (2006)
 RQ0748
 RQ0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PFW)
 RQ0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1877 ***********************************************************************
 TE1877  DESIGNATION -  CLYDE
 TE1877  PID         -  TE1877
 TE1877  STATE/COUNTY-  ND/CAVALIER
 TE1877  USGS QUAD   -  CALVIN (1970)
 TE1877
 TE1877                         *CURRENT SURVEY CONTROL
 TE1877  ___________________________________________________________________
 TE1877* NAD 83(1996)-  48 45 43.50417(N)    098 54 05.78003(W)     ADJUSTED  
 TE1877* NAVD 88     -       495.2    (meters)    1625.     (feet)  VERTCON   
 TE1877  ___________________________________________________________________
 TE1877  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 TE1877  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 TE1877
 TE1877  HORZ ORDER  -  SECOND
 TE1877
 TE1877.The horizontal coordinates were established by classical geodetic methods
 TE1877.and adjusted by the National Geodetic Survey in January 1998..
 TE1877
 TE1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1877
 TE1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1877
 TE1877.The geoid height was determined by GEOID03.
 TE1877
 TE1877;                    North         East     Units Scale Factor Converg.
 TE1877;SPC ND N     -   197,138.690   717,505.680   MT  1.00000583   +1 11 21.9
 TE1877;SPC ND N     -   646,780.48  2,354,021.26   iFT  1.00000583   +1 11 21.9
 TE1877;UTM  14      - 5,401,013.060   507,231.033   MT  0.99960064   +0 04 26.4
 TE1877
 TE1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1877!SPC ND N     -   0.99992611  x   1.00000583  =   0.99993194
 TE1877!UTM  14      -   0.99992611  x   0.99960064  =   0.99952678
 TE1877
 TE1877|---------------------------------------------------------------------|
 TE1877| PID    Reference Object                     Distance      Geod. Az  |
 TE1877|                                                           dddmmss.s |
 TE1877| CO7467 CLYDE RM 1                           21.670 METERS 09228     |
 TE1877| CO7468 CLYDE RM 2                           20.750 METERS 18149     |
 TE1877| TE1878 REBAR 191                           APPROX. 3.1 KM 2980948.1 |
 TE1877|---------------------------------------------------------------------|
 TE1877
 TE1877                          SUPERSEDED SURVEY CONTROL
 TE1877
 TE1877  NAD 83(1986)-  48 45 43.50235(N)    098 54 05.76479(W) AD(       ) 2
 TE1877  NAD 27      -  48 45 43.47526(N)    098 54 04.28603(W) AD(       ) 2
 TE1877  NGVD 29 (07/19/86)  494.8    (m)         1623.     (f) VERT ANG       
 TE1877
 TE1877.Superseded values are not recommended for survey control.
 TE1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1877.See file dsdata.txt to determine how the superseded data were derived.
 TE1877
 TE1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0723101013(NAD 83)
 TE1877_MARKER: DD = SURVEY DISK
 TE1877_SETTING: 0 = UNSPECIFIED SETTING
 TE1877
 TE1877  HISTORY     - Date     Condition        Report By
 TE1877  HISTORY     - 1969     MONUMENTED       USGS
 TE1877
 TE1877                          STATION DESCRIPTION
 TE1877
 TE1877'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1877'THE STATION IS ABOUT 0.6 MI SSW. OF CLYDE, ABOUT 203 FT N. OF THE
 TE1877'QUARTER COR. BETWEEN SECS. 14 AND 23, T. 161 N., R. 64 W.
 TE1877'
 TE1877'TO REACH FROM THE INTERSECTION OF ST. HWY. 5 AND THE MAIN STREET OF
 TE1877'CLYDE, ABOUT 0.25 MI E. OF CLYDE, GO W. THROUGH CLYDE FOR 0.50 MI
 TE1877'TO A N.-S. RD., TURN LEFT AND GO S. FOR 0.70 MI TO A CEMETERY AND
 TE1877'TO THE STATION ON THE LEFT.
 TE1877'
 TE1877'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1877'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL
 TE1877'TO WITHIN 1 IN. OF CAP, STAMPED ET CLYDE 1969, IS NEAR THE NW. COR.
 TE1877'OF A CEMETERY.  203 FT N. AND 57 FT E. OF CENTER OF E.-W. RD. AT
 TE1877'CENTER OF RD. N. EXTENDED S.  40 FT N. AND 57 FT E. OF CENTER OF
 TE1877'RD. AT A CEMETERY DR. E., THE MARK IS FLUSH WITH THE GROUND.
 TE1877'
 TE1877'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1877'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1877'TO WITHIN 1 IN. OF CAP, STAMPED CLYDE NO 1969, IS E. OF THE STATION
 TE1877'AT THE NE. COR. OF A CEMETERY.  200 FT N. AND 128 FT E. OF CENTER
 TE1877'OF E.-W. RD. AT CENTER OF RD. N. EXTENDED S.  37 FT N. AND 128
 TE1877'FT E. OF CENTER OF RD. AT A CEMETERY DR. E.  THE MARK IS FLUSH WITH
 TE1877'THE GROUND.
 TE1877'
 TE1877'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1877'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1877'TO WITHIN 1 IN. OF CAP, STAMPED CLYDE NO 2 1969 IS S. OF THE
 TE1877'STATION , 135 FT N. AND 55 FT E. OF CENTER E.-W. RD. AT CENTER OF RD.
 TE1877'N.  EXTENDED S.  53 FT S. AND 55 FT E. OF CENTER OF RD. AT A
 TE1877'CEMETERY DRIVE E.  THE MARK IS FLUSH WITH THE GROUND.
 TE1877'
 TE1877'NO AZIMUTH MARK WAS SET.
 TE1877'
 TE1877'REFERENCE AZIMUTH USED - CHURCH CUPOLA (CLYDE METHODIST CHURCH).
 TE1877'POINT OBSERVED - CUPOLA ON TOP OF CLYDE METHODIST CHURCH IN CLYDE,
 TE1877'CONSTRUCTED IN 1914 WITH A BRICK FOUNDATION ABOUT 4 FT ABOVE THE
 TE1877'GROUND, THE REST OF BUILDING IS MADE OF WOOD.  THE CHURCH FACES E.
 TE1877'AND THE CUPOLA IS ATOP THE NE. COR. OF BUILDING.  IT IS ABOUT 264 FT
 TE1877'S.  AND 66 FT W. OF CENTER OF MAIN STREET IN CLYDE AT ST. S., T.
 TE1877'161 N., R. 64 W., ABOUT 264 FT S. AND 500 FT E. OF THE N. SIXTEENTH
 TE1877'COR. OF SEC. 14.
 TE1877'
 TE1877'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1876 ***********************************************************************
 TE1876  DESIGNATION -  CLYDE IMM CONCEPTION CATH CH
 TE1876  PID         -  TE1876
 TE1876  STATE/COUNTY-  ND/CAVALIER
 TE1876  USGS QUAD   -  CALVIN (1970)
 TE1876
 TE1876                         *CURRENT SURVEY CONTROL
 TE1876  ___________________________________________________________________
 TE1876* NAD 83(1996)-  48 46 12.05259(N)    098 53 45.72102(W)     ADJUSTED  
 TE1876* NAVD 88     -                                                        
 TE1876  ___________________________________________________________________
 TE1876  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 TE1876  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 TE1876
 TE1876  HORZ ORDER  -  THIRD
 TE1876
 TE1876.The horizontal coordinates were established by classical geodetic methods
 TE1876.and adjusted by the National Geodetic Survey in January 1998..
 TE1876
 TE1876
 TE1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1876
 TE1876.The geoid height was determined by GEOID03.
 TE1876
 TE1876;                    North         East     Units Scale Factor Converg.
 TE1876;SPC ND N     -   198,028.893   717,896.872   MT  1.00000748   +1 11 36.8
 TE1876;SPC ND N     -   649,701.09  2,355,304.70   iFT  1.00000748   +1 11 36.8
 TE1876;UTM  14      - 5,401,895.122   507,639.314   MT  0.99960072   +0 04 41.5
 TE1876
 TE1876                          SUPERSEDED SURVEY CONTROL
 TE1876
 TE1876  NAD 83(1986)-  48 46 12.05137(N)    098 53 45.70543(W) AD(       ) 4
 TE1876  NAD 27      -  48 46 12.02200(N)    098 53 44.21800(W) AD(       ) 3
 TE1876
 TE1876.Superseded values are not recommended for survey control.
 TE1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1876.See file dsdata.txt to determine how the superseded data were derived.
 TE1876
 TE1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0763901895(NAD 83)
 TE1876_MARKER: 90 = CHURCH SPIRE
 TE1876
 TE1876  HISTORY     - Date     Condition        Report By
 TE1876  HISTORY     - 1925     FIRST OBSERVED   GSC
 TE1876  HISTORY     - 1934     GOOD             CGS
 TE1876
 TE1876                          STATION DESCRIPTION
 TE1876
 TE1876'DESCRIBED BY GEODETIC SURVEY OF CANADA 1925
 TE1876'THE CHURCH AT CLYDE.  THIS CHURCH HAS A PROMINENT SPIRE.
 TE1876'STATION MARK IS THE CENTER LINE OF THE SPIRE.
 TE1876
 TE1876                          STATION RECOVERY (1934)
 TE1876
 TE1876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1876'POINT OBSERVED UPON IS THE BASE OF THE GOLD CROSS ATOP THE
 TE1876'60-FOOT STEEPLE OF THE IMMACULATE CONCEPTION CATHOLIC CHURCH,
 TE1876'WHICH WAS BUILT IN 1905, AND IS LOCATED IN THE S EDGE OF TOWN,
 TE1876'ONE BLOCK W OF THE GREAT NORTHERN RAILROAD TRACKS.
 TE1876'
 TE1876'STATION OBSERVED UPON FROM LANSING, CALVIN, MUNICH, AND TRIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1683 ***********************************************************************
 SN1683  DESIGNATION -  COAL HARBOR
 SN1683  PID         -  SN1683
 SN1683  STATE/COUNTY-  ND/MCLEAN
 SN1683  USGS QUAD   -  RIVERDALE SOUTH (1972)
 SN1683
 SN1683                         *CURRENT SURVEY CONTROL
 SN1683  ___________________________________________________________________
 SN1683* NAD 83(1996)-  47 29 54.09711(N)    101 21 19.08514(W)     ADJUSTED  
 SN1683* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 SN1683  ___________________________________________________________________
 SN1683  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 SN1683  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN1683
 SN1683  HORZ ORDER  -  SECOND
 SN1683
 SN1683.The horizontal coordinates were established by classical geodetic methods
 SN1683.and adjusted by the National Geodetic Survey in January 1998..
 SN1683
 SN1683.The orthometric height was scaled from a topographic map.
 SN1683
 SN1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1683
 SN1683.The geoid height was determined by GEOID03.
 SN1683
 SN1683;                    North         East     Units Scale Factor Converg.
 SN1683;SPC ND N     -    55,765.935   535,558.641   MT  0.99998785   -0 38 11.3
 SN1683;SPC ND N     -   182,959.10  1,757,082.16   iFT  0.99998785   -0 38 11.3
 SN1683;SPC ND S     -   203,964.327   535,557.612   MT  1.00000301   -0 37 25.8
 SN1683;SPC ND S     -   669,174.30  1,757,078.78   iFT  1.00000301   -0 37 25.8
 SN1683;UTM  14      - 5,263,236.269   322,612.943   MT  0.99998670   -1 44 12.9
 SN1683
 SN1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1683!SPC ND N     -   0.99990780  x   0.99998785  =   0.99989565
 SN1683!SPC ND S     -   0.99990780  x   1.00000301  =   0.99991081
 SN1683!UTM  14      -   0.99990780  x   0.99998670  =   0.99989450
 SN1683
 SN1683                          SUPERSEDED SURVEY CONTROL
 SN1683
 SN1683  NAD 83(1986)-  47 29 54.09559(N)    101 21 19.07721(W) AD(       ) 2
 SN1683  NAD 27      -  47 29 54.11400(N)    101 21 17.50900(W) AD(       ) 2
 SN1683
 SN1683.Superseded values are not recommended for survey control.
 SN1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1683.See file dsdata.txt to determine how the superseded data were derived.
 SN1683
 SN1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT2261363236(NAD 83)
 SN1683_MARKER: Z = SEE DESCRIPTION
 SN1683_SETTING: 0 = UNSPECIFIED SETTING
 SN1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1683
 SN1683  HISTORY     - Date     Condition        Report By
 SN1683  HISTORY     - 1889     MONUMENTED       MORC
 SN1683  HISTORY     - 1945     MARK NOT FOUND   CGS
 SN1683
 SN1683                          STATION DESCRIPTION
 SN1683
 SN1683'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1683'LOCATED ON L.B., ABOUT 1 MI. S OF THE TOWN OF COLEHARBOR, ON A
 SN1683'HIGH KNOLL, ON GROUND SET APART FOR A CEMETERY FOR THE ABOVE
 SN1683'TOWN.
 SN1683
 SN1683                          STATION RECOVERY (1945)
 SN1683
 SN1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 SN1683'THIS STATION PLOTS ABOUT 7-1/2 MI. W-SW OF COLEHARBOR, DIGGING
 SN1683'WAS DONE AT THE DESIGNATED POINT AND S 12.5 DEG W, AND
 SN1683'EXTENDED TO THE RIGHT AND LEFT OF THIS BEARING.  NO SUBMARK COULD
 SN1683'BE LOCATED, NO SIGNS OF THE GROUND HAVING BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1201 ***********************************************************************
 TD1201  DESIGNATION -  COBURN
 TD1201  PID         -  TD1201
 TD1201  STATE/COUNTY-  ND/GRAND FORKS
 TD1201  USGS QUAD   -  INKSTER NE (1963)
 TD1201
 TD1201                         *CURRENT SURVEY CONTROL
 TD1201  ___________________________________________________________________
 TD1201* NAD 83(1996)-  48 09 56.40616(N)    097 32 36.64179(W)     ADJUSTED  
 TD1201* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 TD1201  ___________________________________________________________________
 TD1201  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 TD1201  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 TD1201
 TD1201  HORZ ORDER  -  FIRST
 TD1201
 TD1201.The horizontal coordinates were established by classical geodetic methods
 TD1201.and adjusted by the National Geodetic Survey in January 1998..
 TD1201
 TD1201.The orthometric height was scaled from a topographic map.
 TD1201
 TD1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1201
 TD1201.The geoid height was determined by GEOID03.
 TD1201
 TD1201;                    North         East     Units Scale Factor Converg.
 TD1201;SPC ND N     -   133,821.856   819,853.766   MT  0.99993684   +2 12 00.1
 TD1201;SPC ND N     -   439,048.08  2,689,808.94   iFT  0.99993684   +2 12 00.1
 TD1201;UTM  14      - 5,335,739.542   608,297.907   MT  0.99974411   +1 05 07.1
 TD1201
 TD1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1201!SPC ND N     -   0.99996065  x   0.99993684  =   0.99989749
 TD1201!UTM  14      -   0.99996065  x   0.99974411  =   0.99970477
 TD1201
 TD1201|---------------------------------------------------------------------|
 TD1201| PID    Reference Object                     Distance      Geod. Az  |
 TD1201|                                                           dddmmss.s |
 TD1201| CO7470 COBURN RM 1                          22.660 METERS 07849     |
 TD1201| CO7471 COBURN RM 2                          30.715 METERS 18820     |
 TD1201| CO7469 COBURN AZ MK                                       2702943.4 |
 TD1201| TD1217 PARK RIVER ATT MICROWAVE            APPROX.24.3 KM 3120809.6 |
 TD1201|---------------------------------------------------------------------|
 TD1201
 TD1201                          SUPERSEDED SURVEY CONTROL
 TD1201
 TD1201  NAD 83(1986)-  48 09 56.40380(N)    097 32 36.64062(W) AD(       ) 1
 TD1201  NAD 27      -  48 09 56.43627(N)    097 32 35.34345(W) AD(       ) 1
 TD1201
 TD1201.Superseded values are not recommended for survey control.
 TD1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1201.See file dsdata.txt to determine how the superseded data were derived.
 TD1201
 TD1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU0829835740(NAD 83)
 TD1201_MARKER: DS = TRIANGULATION STATION DISK
 TD1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1201_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1201
 TD1201  HISTORY     - Date     Condition        Report By
 TD1201  HISTORY     - 1967     MONUMENTED       CGS
 TD1201  HISTORY     - 1983     GOOD             LOCENG
 TD1201
 TD1201                          STATION DESCRIPTION
 TD1201
 TD1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1201'THE STATION IS LOCATED 5 MILES SOUTHWEST OF FOREST RIVER, 3-3/4
 TD1201'MILES WEST-NORTHWEST OF JOHNSTOWN, 3-1/2 MILES EAST OF STATE
 TD1201'HIGHWAY 18 AND ON PROPERTY OWNED BY ALIVN HOLMQUIST.
 TD1201'
 TD1201'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS B 1
 TD1201'AND B 2, ABOUT 1/4 MILE NORTH OF JOHNSTOWN, GO WEST ON COUNTY
 TD1201'ROAD B 1 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 TD1201'NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 TD1201'AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 TD1201'ON THE RIGHT.  CONTINUE EAST FOR 0.5 MILE TO THE STATION ON
 TD1201'THE RIGHT, AT A DRIVEWAY LEADING TO A FARM HOUSE.
 TD1201'
 TD1201'THE STATION MARK IS A STANDARD DISK, STAMPED COBURN 1967,
 TD1201'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1201'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 202.0 FEET
 TD1201'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 102.6 FEET NORTH
 TD1201'OF A WITNESS POST, 59.0 FEET SOUTH OF THE CENTERLINE OF THE
 TD1201'GRAVELED ROAD AND 35.0 FEET EAST OF THE CENTERLINE OF THE
 TD1201'DRIVEWAY.  THE UNDERGROUND STATION MARK IS SET 56 INCHES
 TD1201'BELOW THE GROUND SURFACE.
 TD1201'
 TD1201'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COBURN NO 1 1967,
 TD1201'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1201'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 145.3 FEET
 TD1201'NORTHEAST OF THE WITNESS POST, 108.0 FEET EAST OF THE CENTERLINE
 TD1201'OF THE DRIVEWAY AND 43.0 FEET SOUTH OF THE CENTERLINE OF THE
 TD1201'GRAVELED ROAD.
 TD1201'
 TD1201'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COBURN NO 2 1967,
 TD1201'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1201'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 TD1201'114.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 TD1201'20.0 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY AND 1.8
 TD1201'FEET NORTH OF THE WITNESS POST.
 TD1201'
 TD1201'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COBURN 1967, SET
 TD1201'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1201'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 41.0 FEET
 TD1201'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 2.2 FEET EAST
 TD1201'OF A POWER LINE POLE AND 1.1 FEET NORTH OF A WITNESS POST.
 TD1201'
 TD1201'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2
 TD1201'IS 143.82 FEET OR (43.836) METERS.
 TD1201'
 TD1201'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 TD1201
 TD1201                          STATION RECOVERY (1983)
 TD1201
 TD1201'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (ED)
 TD1201'COBURN 1967 RECOVERED GOOD.
 TD1201'
 TD1201'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MILES WEST-NORTHWEST
 TD1201'OF JOHNTOWN, N. DAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0936 ***********************************************************************
 RR0936  DESIGNATION -  COFFIN
 RR0936  PID         -  RR0936
 RR0936  STATE/COUNTY-  ND/GRANT
 RR0936  USGS QUAD   -  COFFIN BUTTES (1972)
 RR0936
 RR0936                         *CURRENT SURVEY CONTROL
 RR0936  ___________________________________________________________________
 RR0936* NAD 83(1996)-  46 12 01.33392(N)    101 54 19.44150(W)     ADJUSTED  
 RR0936* NAVD 88     -       850.     (meters)    2789.     (feet)  SCALED    
 RR0936  ___________________________________________________________________
 RR0936  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 RR0936  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 RR0936
 RR0936  HORZ ORDER  -  THIRD
 RR0936
 RR0936.The horizontal coordinates were established by classical geodetic methods
 RR0936.and adjusted by the National Geodetic Survey in January 1998..
 RR0936
 RR0936.The orthometric height was scaled from a topographic map.
 RR0936
 RR0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0936
 RR0936.The geoid height was determined by GEOID03.
 RR0936
 RR0936;                    North         East     Units Scale Factor Converg.
 RR0936;SPC ND S     -    60,295.188   491,532.833   MT  0.99999669   -1 01 30.3
 RR0936;SPC ND S     -   197,818.86  1,612,640.53   iFT  0.99999669   -1 01 30.3
 RR0936;UTM  14      - 5,120,414.164   275,845.489   MT  1.00021770   -2 05 52.4
 RR0936
 RR0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0936!SPC ND S     -   0.99986986  x   0.99999669  =   0.99986655
 RR0936!UTM  14      -   0.99986986  x   1.00021770  =   1.00008753
 RR0936
 RR0936:                Primary Azimuth Mark                     Grid Az
 RR0936:SPC ND S     -  HULETT                                   101 43 37.9
 RR0936:UTM  14      -  HULETT                                   102 48 00.0
 RR0936
 RR0936|---------------------------------------------------------------------|
 RR0936| PID    Reference Object                     Distance      Geod. Az  |
 RR0936|                                                           dddmmss.s |
 RR0936| RR0929 HULETT                              APPROX. 5.8 KM 1004207.6 |
 RR0936| RR0931 FIKE SCHOOL                         APPROX.13.0 KM 1621321.5 |
 RR0936|---------------------------------------------------------------------|
 RR0936
 RR0936                          SUPERSEDED SURVEY CONTROL
 RR0936
 RR0936  NAD 83(1986)-  46 12 01.32573(N)    101 54 19.43836(W) AD(       ) 3
 RR0936  NAD 27      -  46 12 01.30456(N)    101 54 17.91824(W) AD(       ) 3
 RR0936
 RR0936.Superseded values are not recommended for survey control.
 RR0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0936.See file dsdata.txt to determine how the superseded data were derived.
 RR0936
 RR0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7584520414(NAD 83)
 RR0936_MARKER: DD = SURVEY DISK
 RR0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0936+STABILITY: SURFACE MOTION
 RR0936
 RR0936  HISTORY     - Date     Condition        Report By
 RR0936  HISTORY     - 1941     MONUMENTED       USGS
 RR0936
 RR0936                          STATION DESCRIPTION
 RR0936
 RR0936'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0936'LOCATED ABOUT 700 FT N. OF CENTER OF SEC. 2, T. 131 N., R. 90 W.  ON
 RR0936'NE. AND SW. NARROW RIDGE, KNOWN AS COFFIN BUTTE, WHICH IS HIGHEST
 RR0936'POINT IN VICINITY.
 RR0936'
 RR0936'TO REACH STATION FROM COR. SECS. 2, 3, 34 AND 35, GO S. FOR 0.5 MI
 RR0936'ALONG SEC. LINE RD., TURN E. ON PRIVATE RD. AND FOLLOW RD., BY A BARN,
 RR0936'IN EASTERLY DIRECTION, FOR 0.6 MI TO SADDLE.  LEAVE CAR AND WALK IN
 RR0936'NORTHERLY DIRECTION FOR 1000 FT TO STATION, WHICH IS ABOUT 100 FT SW.
 RR0936'OF N. END OF RIDGE, 6 FT E. OF W. EDGE OF BLUFF.  ANOTHER HIGH, SHARP
 RR0936'PEAK IS ABOUT 2000 FT SW. OF STATION, BUT IS SOMEWHAT LOWER.
 RR0936'
 RR0936'STANDARD TABLET SET IN TOP OF CONCRETE POST STAMPED---COFFIN 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1631 ***********************************************************************
 SN1631  DESIGNATION -  COLE HARBOR ATLANTIC ELEVATOR
 SN1631  PID         -  SN1631
 SN1631  STATE/COUNTY-  ND/MCLEAN
 SN1631  USGS QUAD   -  COLEHARBOR (1980)
 SN1631
 SN1631                         *CURRENT SURVEY CONTROL
 SN1631  ___________________________________________________________________
 SN1631* NAD 83(1996)-  47 32 24.99341(N)    101 13 19.54827(W)     ADJUSTED  
 SN1631* NAVD 88     -                                                        
 SN1631  ___________________________________________________________________
 SN1631  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 SN1631  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SN1631
 SN1631  HORZ ORDER  -  THIRD
 SN1631
 SN1631.The horizontal coordinates were established by classical geodetic methods
 SN1631.and adjusted by the National Geodetic Survey in January 1998..
 SN1631
 SN1631
 SN1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1631
 SN1631.The geoid height was determined by GEOID03.
 SN1631
 SN1631;                    North         East     Units Scale Factor Converg.
 SN1631;SPC ND N     -    60,323.075   545,638.124   MT  0.99998069   -0 32 14.4
 SN1631;SPC ND N     -   197,910.35  1,790,151.33   iFT  0.99998069   -0 32 14.4
 SN1631;UTM  14      - 5,267,598.730   332,777.967   MT  0.99994365   -1 38 23.0
 SN1631
 SN1631                          SUPERSEDED SURVEY CONTROL
 SN1631
 SN1631  NAD 83(1986)-  47 32 24.99350(N)    101 13 19.53979(W) AD(       ) 4
 SN1631  NAD 27      -  47 32 24.99500(N)    101 13 17.97700(W) AD(       ) 3
 SN1631
 SN1631.Superseded values are not recommended for survey control.
 SN1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1631.See file dsdata.txt to determine how the superseded data were derived.
 SN1631
 SN1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3277867599(NAD 83)
 SN1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SN1631+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 SN1631
 SN1631  HISTORY     - Date     Condition        Report By
 SN1631  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1631  HISTORY     - 20060909 GOOD             GEOCAC
 SN1631
 SN1631                          STATION DESCRIPTION
 SN1631
 SN1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1631'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF COLEHARBOR,
 SN1631'ABOUT 65 FEET S OF THE SOO LINE RAILROAD TRACKS AND ABOUT 300
 SN1631'FEET SE OF THE DEPOT.  IT IS BUILT OF WOOD, PAINTED RED, IS
 SN1631'ABOUT 75 FEET HIGH AND WAS BUILT IN 1933.  THE NAME ATLANTIC
 SN1631'ELEVATOR CO. IS PAINTED IN WHITE LETTERS ON THE E, N, AND W
 SN1631'SIDES.
 SN1631'
 SN1631'THE POINT LOCATED WAS THE CENTER OF THE TOP OF THE GABLED
 SN1631'ROOF.
 SN1631'
 SN1631'THIS ELEVATOR IS THE WESTERLY OF TWO ELEVATORS.
 SN1631
 SN1631                          STATION RECOVERY (2006)
 SN1631
 SN1631'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SN1631'THE ELEVATOR IS GRAY WITH A RED ROOF AND HAS NO LETTERING.  IT IS THE
 SN1631'MORE SOUTHERLY OF TWO ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1055 ***********************************************************************
 RP1055  DESIGNATION -  COLFAX
 RP1055  PID         -  RP1055
 RP1055  STATE/COUNTY-  ND/RICHLAND
 RP1055  USGS QUAD   -  MOORETON NW (1959)
 RP1055
 RP1055                         *CURRENT SURVEY CONTROL
 RP1055  ___________________________________________________________________
 RP1055* NAD 83(1996)-  46 28 13.56989(N)    096 52 58.46984(W)     ADJUSTED  
 RP1055* NAVD 88     -       292.40   (+/-2cm)     959.3    (feet)  VERTCON   
 RP1055  ___________________________________________________________________
 RP1055  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RP1055  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP1055
 RP1055  HORZ ORDER  -  THIRD
 RP1055  VERT ORDER  -  THIRD ? (See Below)
 RP1055
 RP1055.The horizontal coordinates were established by classical geodetic methods
 RP1055.and adjusted by the National Geodetic Survey in January 1998..
 RP1055
 RP1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1055.The vertical order pertains to the NGVD 29 superseded value.
 RP1055
 RP1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1055
 RP1055.The geoid height was determined by GEOID03.
 RP1055
 RP1055;                    North         East     Units Scale Factor Converg.
 RP1055;SPC ND S     -    95,738.581   877,697.401   MT  0.99995595   +2 38 17.7
 RP1055;SPC ND S     -   314,102.96  2,879,584.65   iFT  0.99995595   +2 38 17.7
 RP1055;SPC MN C     -   266,794.358   597,834.057   MT  0.99992481   -1 54 16.6
 RP1055;UTM  14      - 5,148,495.933   662,534.621   MT  0.99992473   +1 32 07.0
 RP1055
 RP1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1055!SPC ND S     -   0.99995831  x   0.99995595  =   0.99991426
 RP1055!SPC MN C     -   0.99995831  x   0.99992481  =   0.99988312
 RP1055!UTM  14      -   0.99995831  x   0.99992473  =   0.99988304
 RP1055
 RP1055|---------------------------------------------------------------------|
 RP1055| PID    Reference Object                     Distance      Geod. Az  |
 RP1055|                                                           dddmmss.s |
 RP1055| CP3549 COLFAX RM 1                          23.555 METERS 01943     |
 RP1055| RP1056 COLFAX GRAIN CO ELEV SW VENT        APPROX. 0.5 KM 0933431.1 |
 RP1055| CP3550 COLFAX RM 2                          42.867 METERS 10438     |
 RP1055| CP3548 COLFAX AZ MK                                       3572234.9 |
 RP1055|---------------------------------------------------------------------|
 RP1055
 RP1055                          SUPERSEDED SURVEY CONTROL
 RP1055
 RP1055  NAD 83(1986)-  46 28 13.56892(N)    096 52 58.46006(W) AD(       ) 3
 RP1055  NAD 27      -  46 28 13.70500(N)    096 52 57.16000(W) AD(       ) 3
 RP1055  NGVD 29 (07/19/86)  292.10   (m)          958.3    (f) LEVELING    3  
 RP1055
 RP1055.Superseded values are not recommended for survey control.
 RP1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1055.See file dsdata.txt to determine how the superseded data were derived.
 RP1055
 RP1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6253548496(NAD 83)
 RP1055_MARKER: DS = TRIANGULATION STATION DISK
 RP1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1055
 RP1055  HISTORY     - Date     Condition        Report By
 RP1055  HISTORY     - 1954     MONUMENTED       CGS
 RP1055
 RP1055                          STATION DESCRIPTION
 RP1055
 RP1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1055'THE STATION IS LOCATED ABOUT 0.3 MILE WEST OF COLFAX, IN
 RP1055'NORTHWEST CORNER OF NORTHWEST 1/4 OF SEC. 32, T. 135 N., R.
 RP1055'49 W., IN A TRIANGLE GRASS PLOT IN SOUTHEAST ANGLE OF INTERSECTION
 RP1055'OF COUNTY ROADS 1 AND 4.  IT IS ON RIGHT-OF-WAY OF COUNTY ROAD.
 RP1055'
 RP1055'TO REACH FROM RAILROAD CROSSING ABOUT 0.1 MILE NORTHWEST OF
 RP1055'THE DEPOT IN COLFAX, GO WEST 0.3 MILE ON A GRAVELED ROAD TO
 RP1055'CROSSROADS AND THE STATION ON THE LEFT.
 RP1055'
 RP1055'THE STATION MARK, 168 FEET SOUTHEAST OF CROSSROADS INTERSECTION,
 RP1055'78 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WITNESS
 RP1055'POST, PROJECTS 5 INCHES AND THE DISK IS STAMPED COLFAX 1954.
 RP1055'
 RP1055'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF THE STATION, IS 5.5
 RP1055'FEET WEST OF A POWER POLE AND PROJECTS 6 INCHES.  THE DISK
 RP1055'IS STAMPED COLFAX NO 1 1954.
 RP1055'
 RP1055'REFERENCE MARK NO. 2, EAST OF THE STATION, IS 55 FEET EAST
 RP1055'OF THE CENTER OF A GRAVELED ROAD, 1.0 FOOT EAST OF A FENCE
 RP1055'LINE AND IS SET LEVEL WITH THE GROUND SURFACE.  THE DISK IS
 RP1055'STAMPED COLFAX NO 2 1954.
 RP1055'
 RP1055'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTH IS 120 FEET
 RP1055'SOUTHWEST OF A RAILROAD CROSSING, 48 FEET WEST OF THE CENTER
 RP1055'OF A GRAVELED ROAD, 10 FEET NORTH OF A FENCE CORNER-POST, 3
 RP1055'FEET NORTHEAST OF A FENCE LINE, 1.0 FOOT SOUTH OF A WITNESS
 RP1055'POST AND PROJECTS 3 INCHES.  THE DISK IS STAMPED COLFAX 1954.
 RP1055'
 RP1055'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1056 ***********************************************************************
 RP1056  DESIGNATION -  COLFAX GRAIN CO ELEV SW VENT
 RP1056  PID         -  RP1056
 RP1056  STATE/COUNTY-  ND/RICHLAND
 RP1056  USGS QUAD   -  MOORETON NW (1959)
 RP1056
 RP1056                         *CURRENT SURVEY CONTROL
 RP1056  ___________________________________________________________________
 RP1056* NAD 83(1996)-  46 28 12.47818(N)    096 52 33.19972(W)     ADJUSTED  
 RP1056* NAVD 88     -                                                        
 RP1056  ___________________________________________________________________
 RP1056  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RP1056  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RP1056
 RP1056  HORZ ORDER  -  THIRD
 RP1056
 RP1056.The horizontal coordinates were established by classical geodetic methods
 RP1056.and adjusted by the National Geodetic Survey in January 1998..
 RP1056
 RP1056
 RP1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1056
 RP1056.The geoid height was determined by GEOID03.
 RP1056
 RP1056;                    North         East     Units Scale Factor Converg.
 RP1056;SPC ND S     -    95,729.748   878,237.485   MT  0.99995598   +2 38 36.1
 RP1056;SPC ND S     -   314,073.98  2,881,356.58   iFT  0.99995598   +2 38 36.1
 RP1056;SPC MN C     -   266,742.776   598,371.727   MT  0.99992480   -1 53 58.3
 RP1056;UTM  14      - 5,148,476.705   663,074.419   MT  0.99992689   +1 32 25.3
 RP1056
 RP1056                          SUPERSEDED SURVEY CONTROL
 RP1056
 RP1056  NAD 83(1986)-  46 28 12.47715(N)    096 52 33.18970(W) AD(       ) 4
 RP1056  NAD 27      -  46 28 12.61400(N)    096 52 31.89200(W) AD(       ) 3
 RP1056
 RP1056.Superseded values are not recommended for survey control.
 RP1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1056.See file dsdata.txt to determine how the superseded data were derived.
 RP1056
 RP1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6307448477(NAD 83)
 RP1056_MARKER: 94 = ROOFTOP VENTILATOR
 RP1056
 RP1056  HISTORY     - Date     Condition        Report By
 RP1056  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1056
 RP1056                          STATION DESCRIPTION
 RP1056
 RP1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1056'THE STATION IS THE MOST SOUTHWESTERLY VENTILATOR ATOP THE
 RP1056'LARGE ELEVATOR IN THE TOWN OF COLFAX.  IT IS A CORRUGATED
 RP1056'METAL BUILDING APPROXIMATELY 110 FEET HIGH.  THE VENTILATOR IS
 RP1056'APPROXIMATELY 3 FEET SOUTHWEST OF THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0753 ***********************************************************************
 SL0753  DESIGNATION -  COLGATE
 SL0753  PID         -  SL0753
 SL0753  STATE/COUNTY-  ND/STEELE
 SL0753  USGS QUAD   -  HOPE (1968)
 SL0753
 SL0753                         *CURRENT SURVEY CONTROL
 SL0753  ___________________________________________________________________
 SL0753* NAD 83(1996)-  47 15 17.56605(N)    097 43 37.11350(W)     ADJUSTED  
 SL0753* NAVD 88     -       378.020  (meters)    1240.22   (feet)  ADJUSTED  
 SL0753  ___________________________________________________________________
 SL0753  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 SL0753  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SL0753  DYNAMIC HT  -         378.065 (meters)    1240.37  (feet)  COMP
 SL0753  MODELED GRAV-     980,720.9   (mgal)                       NAVD 88
 SL0753
 SL0753  HORZ ORDER  -  FIRST
 SL0753  VERT ORDER  -  SECOND    CLASS 0
 SL0753
 SL0753.The horizontal coordinates were established by classical geodetic methods
 SL0753.and adjusted by the National Geodetic Survey in January 1998..
 SL0753
 SL0753.The orthometric height was determined by differential leveling
 SL0753.and adjusted by the National Geodetic Survey in June 1991..
 SL0753
 SL0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0753
 SL0753.The geoid height was determined by GEOID03.
 SL0753
 SL0753.The dynamic height is computed by dividing the NAVD 88
 SL0753.geopotential number by the normal gravity value computed on the
 SL0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0753.degrees latitude (g = 980.6199 gals.).
 SL0753
 SL0753.The modeled gravity was interpolated from observed gravity values.
 SL0753
 SL0753;                    North         East     Units Scale Factor Converg.
 SL0753;SPC ND N     -    32,117.424   809,863.040   MT  1.00003985   +2 03 48.6
 SL0753;SPC ND N     -   105,372.13  2,657,030.97   iFT  1.00003985   +2 03 48.6
 SL0753;SPC ND S     -   180,248.555   809,848.637   MT  0.99996273   +2 01 21.3
 SL0753;SPC ND S     -   591,366.65  2,656,983.72   iFT  0.99996273   +2 01 21.3
 SL0753;UTM  14      - 5,234,274.457   596,320.559   MT  0.99971402   +0 56 05.8
 SL0753
 SL0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0753!SPC ND N     -   0.99994473  x   1.00003985  =   0.99998458
 SL0753!SPC ND S     -   0.99994473  x   0.99996273  =   0.99990747
 SL0753!UTM  14      -   0.99994473  x   0.99971402  =   0.99965877
 SL0753
 SL0753:                Primary Azimuth Mark                     Grid Az
 SL0753:SPC ND N     -  HOPE MUNICIPAL TANK                      359 31 25.6
 SL0753:SPC ND S     -  HOPE MUNICIPAL TANK                      359 33 52.9
 SL0753:UTM  14      -  HOPE MUNICIPAL TANK                      000 39 08.4
 SL0753
 SL0753|---------------------------------------------------------------------|
 SL0753| PID    Reference Object                     Distance      Geod. Az  |
 SL0753|                                                           dddmmss.s |
 SL0753| SL1331 HOPE MUNICIPAL TANK                 APPROX. 7.6 KM 0013514.2 |
 SL0753| CO5420 COLGATE AZ MK                                      0915955.8 |
 SL0753| SL0754 COLGATE RM 1                         22.778 METERS 23209     |
 SL0753| CO5421 COLGATE AZ MK RESET                                2690217.9 |
 SL0753| SL0752 COLGATE RM 2                         24.341 METERS 33503     |
 SL0753|---------------------------------------------------------------------|
 SL0753
 SL0753                          SUPERSEDED SURVEY CONTROL
 SL0753
 SL0753  NAD 83(1986)-  47 15 17.56307(N)    097 43 37.10322(W) AD(       ) 1
 SL0753  NAD 27      -  47 15 17.60700(N)    097 43 35.73700(W) AD(       ) 1
 SL0753  NGVD 29 (??/??/92)  377.673  (m)         1239.08   (f) ADJ UNCH    2 0
 SL0753
 SL0753.Superseded values are not recommended for survey control.
 SL0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0753.See file dsdata.txt to determine how the superseded data were derived.
 SL0753
 SL0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9632134274(NAD 83)
 SL0753_MARKER: DS = TRIANGULATION STATION DISK
 SL0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0753_STAMPING: COLGATE 1954
 SL0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0753+STABILITY: SURFACE MOTION
 SL0753
 SL0753  HISTORY     - Date     Condition        Report By
 SL0753  HISTORY     - 1954     MONUMENTED       CGS
 SL0753  HISTORY     - 1964     GOOD             CGS
 SL0753  HISTORY     - 1964     GOOD             CGS
 SL0753  HISTORY     - 1964     GOOD             NGS
 SL0753
 SL0753                          STATION DESCRIPTION
 SL0753
 SL0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL0753'THE STATION IS ON A LOW KNOLL IN THE SOUTHWEST CORNER OF SEC.
 SL0753'25, T. 144 N., R. 56 W. ON LAND OWNED BY MR. RANDALL CURRY.
 SL0753'IT IS 4-3/4 MILES SOUTH OF HOPE AND 3-1/2 MILES WEST AND
 SL0753'3/4 MILE NORTH OF COLGATE.
 SL0753'
 SL0753'TO REACH FROM THE RAILWAY STATION IN COLGATE GO NORTH ON
 SL0753'STATE HIGHWAY 38 FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND
 SL0753'GO WEST FOR 1.9 MILES TO A CROSSROAD WHERE THE MAIN ROAD TURNS
 SL0753'RIGHT.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR 0.5
 SL0753'MILE TO THE QUARTER-SECTION LINE AND THE AZIMUTH MARK ON
 SL0753'THE RIGHT.  CONTINUE WEST ON THE TRACK ROAD FOR 0.45 MILE TO
 SL0753'THE STATION ON THE RIGHT IN THE NORTHEAST ANGLE OF THE
 SL0753'INTERSECTION.
 SL0753'
 SL0753'THE STATION MARK IS 107 FEET EAST OF THE CENTER OF A GRAVEL
 SL0753'ROAD, 37 FEET EAST-SOUTHEAST OF THE FIRST POWER POLE NORTH
 SL0753'OF THE INTERSECTION, 36 FEET EAST-SOUTHEAST OF A WITNESS
 SL0753'POST, 32 FEET SOUTHEAST OF THE SOUTH EDGE OF A LARGE ROCK
 SL0753'PILE AND LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS
 SL0753'STAMPED COLGATE 1954.
 SL0753'
 SL0753'REFERENCE MARK NO. 1, WEST-SOUTHWEST OF AND 3 FEET LOWER THAN
 SL0753'THE STATION, IS 66 FEET SOUTH-SOUTHWEST OF THE WITNESS POST,
 SL0753'63 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 52 FEET EAST
 SL0753'OF THE CENTER OF THE GRAVEL ROAD AND PROJECTS 1 INCH.  THE
 SL0753'DISK IS STAMPED COLGATE NO 1 1954.
 SL0753'
 SL0753'REFERENCE MARK NO. 2, WEST-NORTHWEST OF AND 2 FEET LOWER
 SL0753'THAN THE STATION, IS 78 FEET EAST OF THE CENTER OF THE GRAVEL
 SL0753'ROAD, 57 FEET NORTH OF A POWER POLE AND DIRECTLY IN LINE
 SL0753'WITH THE POWER LINE.  THE MARK PROJECTS 1 INCH AND THE DISK
 SL0753'IS STAMPED COLGATE NO 2 1954.
 SL0753'
 SL0753'THE AZIMUTH MARK, 0.45 MILE EAST OF THE STATION, IS 39 FEET
 SL0753'NORTH OF THE CENTER OF THE TRACK ROAD, 4 FEET NORTH OF A SMALL
 SL0753'ROCK PILE, 2 FEET WEST OF A WITNESS POST AND PROJECTS 4 INCHES.
 SL0753'THE DISK IS STAMPED COLGATE 1954.
 SL0753'
 SL0753'HEIGHT OF LIGHT ABOVE STATION MARK 26 METER
 SL0753
 SL0753                          STATION RECOVERY (1964)
 SL0753
 SL0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 SL0753'STATION AND TWO REFERENCE MARK WERE FOUND AND IN GOOD CONDITION.
 SL0753'THE STATION MAY BE REACHED BY GOING 0.9 MILE NORTHWEST ALONG
 SL0753'STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY STATION AT
 SL0753'COLGATE, THENCE 2.9 MILES WEST ALONG A GRAVELED ROAD TO ROAD
 SL0753'INTERSECTION AND STATION ON RIGHT.
 SL0753'
 SL0753'THE STATION IS 156 FEET NORTHEAST OF THE APPROXIMATE CENTER
 SL0753'OF THE ROAD INTERSECTION, 108 FEET EAST OF THE CENTER LINE
 SL0753'OF THE NORTH-SOUTH ROAD, 111 FEET NORTH OF THE CENTER LINE
 SL0753'OF THE EAST-WEST ROAD, 37 FEET SOUTHEAST OF A POWER LINE POLE
 SL0753'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 SL0753'
 SL0753'REFERENCE MARK NO. 1 IS 74.9 FEET SOUTHWEST OF THE STATION,
 SL0753'83 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD
 SL0753'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0753'1 INCH ABOVE THE GROUND.
 SL0753'
 SL0753'REFERENCE MARK NO. 2 IS 80.0 FEET NORTHWEST OF THE
 SL0753'STATION, 197 FEET NORTHEAST OF THE APPROXIMATE CENTER
 SL0753'OF THE ROAD INTERSECTION AND SET IN TOP OF CONCRETE
 SL0753'POST PROJECTING 1 INCH ABOVE GROUND.
 SL0753'
 SL0753'NO DESCRIPTION AVAILABLE FOR THE STATION AZIMUTH MARK AT
 SL0753'THE TIME OF RECOVERY BY THE LEVEL PARTY.  IT WAS NOT KNOWN
 SL0753'AT THIS TIME IF AN AZIMUTH MARK WAS ESTABLISHED FOR THIS
 SL0753'STATION.
 SL0753
 SL0753                          STATION RECOVERY (1964)
 SL0753
 SL0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 SL0753'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 SL0753'MARKS FOUND IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE
 SL0753'AZIMUTH MARK BUT IT WAS NOT FOUND.  IT WAS THOUGHT THAT IT
 SL0753'HAD BEEN DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH
 SL0753'MARK WAS ESTABLISHED AT THIS TIME.
 SL0753'
 SL0753'THE STATION MARK IS 107 FEET EAST OF THE CENTERLINE OF THE
 SL0753'ROAD AND 37 FEET EAST-SOUTHEAST OF THE FIRST POWERLINE POLE
 SL0753'NORTH OF THE INTERSECTION.
 SL0753'
 SL0753'R.M. NO. 1 IS SOUTHWEST OF THE STATION, 63 FEET NORTH OF
 SL0753'THE CENTERLINE OF THE EAST-WEST ROAD, 52 FEET EAST OF THE
 SL0753'CENTERLINE OF THE NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF A
 SL0753'WHITE WITNESS POST.
 SL0753'
 SL0753'R.M. NO. 2 IS NORTHWEST OF THE STATION, 78 FEET EAST OF THE
 SL0753'CENTERLINE OF THE NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF A
 SL0753'WHITE WITNESS POST.
 SL0753'
 SL0753'THE AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, ABOUT
 SL0753'52 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT DUE SOUTH
 SL0753'OF THE SOUTHEAST CORNER OF AN OLD BARN, 2 FEET NORTHWEST
 SL0753'OF A FENCE CORNER AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 SL0753'POST WITH A METAL SIGN NEAR THE TOP.  THE MARK PROJECTS
 SL0753'ABOUT 4 INCHES AND THE DISK IS STAMPED COLGATE 1954 RESET
 SL0753'1964.
 SL0753'
 SL0753'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 SL0753'FOR RECOVERY.  TO REACH THE AZIMUTH MARK CONTINUE WEST
 SL0753'ON ROAD FOR 0.55 MILE.
 SL0753
 SL0753                          STATION RECOVERY (1964)
 SL0753
 SL0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0753'5.2 MI NW FROM COLGATE.
 SL0753'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0753'RAILWAY STATION AT COLGATE, THENCE 2.3 MILES WEST ALONG A GRAVELED
 SL0753'ROAD, THENCE 1.0 ILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 SL0753'INTERSECTION, IN SECTION 25, R 56 W, T 144 N, 156 FEET NORTHEAST OF
 SL0753'THE APPROXIMATE CENTER OF THE INTERSECTION, 108 FEET EAST OF THE
 SL0753'CENTER LINE OF THE NORTH-SOUTH ROAD, 111 FEET NORTH OF THE CENTER LINE
 SL0753'OF AN EAST-WEST ROAD, 37 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET
 SL0753'ABOVE THE LEVEL OF THE EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE
 SL0753'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0754 ***********************************************************************
 SL0754  DESIGNATION -  COLGATE RM 1
 SL0754  PID         -  SL0754
 SL0754  STATE/COUNTY-  ND/STEELE
 SL0754  USGS QUAD   -  HOPE (1968)
 SL0754
 SL0754                         *CURRENT SURVEY CONTROL
 SL0754  ___________________________________________________________________
 SL0754* NAD 83(1986)-  47 15 17.     (N)    097 43 36.     (W)     SCALED    
 SL0754* NAVD 88     -       377.094  (meters)    1237.18   (feet)  ADJUSTED  
 SL0754  ___________________________________________________________________
 SL0754  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SL0754  DYNAMIC HT  -         377.139 (meters)    1237.33  (feet)  COMP
 SL0754  MODELED GRAV-     980,721.0   (mgal)                       NAVD 88
 SL0754
 SL0754  VERT ORDER  -  SECOND    CLASS 0
 SL0754
 SL0754.The horizontal coordinates were scaled from a topographic map and have
 SL0754.an estimated accuracy of +/- 6 seconds.
 SL0754
 SL0754.The orthometric height was determined by differential leveling
 SL0754.and adjusted by the National Geodetic Survey in June 1991..
 SL0754
 SL0754.The geoid height was determined by GEOID03.
 SL0754
 SL0754.The dynamic height is computed by dividing the NAVD 88
 SL0754.geopotential number by the normal gravity value computed on the
 SL0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0754.degrees latitude (g = 980.6199 gals.).
 SL0754
 SL0754.The modeled gravity was interpolated from observed gravity values.
 SL0754
 SL0754;                    North         East    Units  Estimated Accuracy
 SL0754;SPC ND N     -    32,100.      809,890.      MT  (+/- 180 meters Scaled)
 SL0754
 SL0754                          SUPERSEDED SURVEY CONTROL
 SL0754
 SL0754  NGVD 29 (??/??/92)  376.748  (m)         1236.05   (f) ADJ UNCH    2 0
 SL0754
 SL0754.Superseded values are not recommended for survey control.
 SL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0754.See file dsdata.txt to determine how the superseded data were derived.
 SL0754
 SL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT963342(NAD 83)
 SL0754_MARKER: DR = REFERENCE MARK DISK
 SL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0754_STAMPING: COLGATE NO 1
 SL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0754+STABILITY: SURFACE MOTION
 SL0754
 SL0754  HISTORY     - Date     Condition        Report By
 SL0754  HISTORY     - 1954     MONUMENTED       CGS
 SL0754  HISTORY     - 1964     GOOD             NGS
 SL0754
 SL0754                          STATION DESCRIPTION
 SL0754
 SL0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0754'5.2 MI NW FROM COLGATE.
 SL0754'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0754'RAILWAY STATION AT COLGATE, THENCE 2.3 MILES WEST ALONG A GRAVELED
 SL0754'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 25, R 56
 SL0754'W, T 144 N, AT A ROAD INTERSECTION, 74.9 FEET SOUTHWEST OF THE
 SL0754'STATION, 120.8 FEET SOUTHWEST OF RM 2 DESCRIBED, 83 FEET NORTHEAST OF
 SL0754'THE APPROXIMATE CENTER OF THE INTERSECTION, 65 FEET NORTH OF THE
 SL0754'CENTER LINE OF EAST-WEST ROAD, 51 FEET EAST OF THE CENTER LINE OF
 SL0754'NORTH-SOUTH ROAD, 66 FEET SOUTHWEST OF A POWER LINE POLE, ABOUT LEVEL
 SL0754'WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 SL0754'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0752 ***********************************************************************
 SL0752  DESIGNATION -  COLGATE RM 2
 SL0752  PID         -  SL0752
 SL0752  STATE/COUNTY-  ND/STEELE
 SL0752  USGS QUAD   -  HOPE (1968)
 SL0752
 SL0752                         *CURRENT SURVEY CONTROL
 SL0752  ___________________________________________________________________
 SL0752* NAD 83(1986)-  47 15 17.     (N)    097 43 36.     (W)     SCALED    
 SL0752* NAVD 88     -       377.469  (meters)    1238.41   (feet)  ADJUSTED  
 SL0752  ___________________________________________________________________
 SL0752  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SL0752  DYNAMIC HT  -         377.514 (meters)    1238.56  (feet)  COMP
 SL0752  MODELED GRAV-     980,721.0   (mgal)                       NAVD 88
 SL0752
 SL0752  VERT ORDER  -  SECOND    CLASS 0
 SL0752
 SL0752.The horizontal coordinates were scaled from a topographic map and have
 SL0752.an estimated accuracy of +/- 6 seconds.
 SL0752
 SL0752.The orthometric height was determined by differential leveling
 SL0752.and adjusted by the National Geodetic Survey in June 1991..
 SL0752
 SL0752.The geoid height was determined by GEOID03.
 SL0752
 SL0752.The dynamic height is computed by dividing the NAVD 88
 SL0752.geopotential number by the normal gravity value computed on the
 SL0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0752.degrees latitude (g = 980.6199 gals.).
 SL0752
 SL0752.The modeled gravity was interpolated from observed gravity values.
 SL0752
 SL0752;                    North         East    Units  Estimated Accuracy
 SL0752;SPC ND N     -    32,100.      809,890.      MT  (+/- 180 meters Scaled)
 SL0752
 SL0752                          SUPERSEDED SURVEY CONTROL
 SL0752
 SL0752  NGVD 29 (??/??/92)  377.122  (m)         1237.27   (f) ADJ UNCH    2 0
 SL0752
 SL0752.Superseded values are not recommended for survey control.
 SL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0752.See file dsdata.txt to determine how the superseded data were derived.
 SL0752
 SL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT963342(NAD 83)
 SL0752_MARKER: DR = REFERENCE MARK DISK
 SL0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0752_STAMPING: COLGATE NO 2 1954
 SL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0752+STABILITY: SURFACE MOTION
 SL0752
 SL0752  HISTORY     - Date     Condition        Report By
 SL0752  HISTORY     - 1954     MONUMENTED       CGS
 SL0752  HISTORY     - 1964     GOOD             NGS
 SL0752
 SL0752                          STATION DESCRIPTION
 SL0752
 SL0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0752'5.2 MI NW FROM COLGATE.
 SL0752'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0752'RAILWAY STATION AT COLGATE, THENCE 2.3 MILES WEST ALONG A GRAVELED
 SL0752'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 SL0752'INTERSECTION, 197 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 SL0752'INTERSECTION, IN SECTION 25, R 56 W, T 144 N, 188 FEET NORTH OF THE
 SL0752'CENTER LINE OF THE EAST-WEST ROAD, 76 FEET EAST OF THE CENTER LINE OF
 SL0752'THE NORTH-SOUTH ROAD, 57 FEET NORTH OF A POWER LINE POLE, 80 FEET
 SL0752'NORTHWEST OF THE STATION, 1 FOOT ABOVE THE LEVEL OF THE NORTH-SOUTH
 SL0752'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 SL0752'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2134 ***********************************************************************
 TF2134  DESIGNATION -  COLINE
 TF2134  PID         -  TF2134
 TF2134  STATE/COUNTY-  ND/MCHENRY
 TF2134  USGS QUAD   -  SAWYER NE (1979)
 TF2134
 TF2134                         *CURRENT SURVEY CONTROL
 TF2134  ___________________________________________________________________
 TF2134* NAD 83(1996)-  48 10 02.73134(N)    101 00 52.01524(W)     ADJUSTED  
 TF2134* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 TF2134  ___________________________________________________________________
 TF2134  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 TF2134  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TF2134
 TF2134  HORZ ORDER  -  SECOND
 TF2134
 TF2134.The horizontal coordinates were established by classical geodetic methods
 TF2134.and adjusted by the National Geodetic Survey in January 1998..
 TF2134
 TF2134.The orthometric height was scaled from a topographic map.
 TF2134
 TF2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2134
 TF2134.The geoid height was determined by GEOID03.
 TF2134
 TF2134;                    North         East     Units Scale Factor Converg.
 TF2134;SPC ND N     -   129,923.590   561,736.168   MT  0.99993688   -0 22 58.1
 TF2134;SPC ND N     -   426,258.50  1,842,966.43   iFT  0.99993688   -0 22 58.1
 TF2134;UTM  14      - 5,336,871.367   350,221.410   MT  0.99987565   -1 30 04.5
 TF2134
 TF2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2134!SPC ND N     -   0.99992642  x   0.99993688  =   0.99986330
 TF2134!UTM  14      -   0.99992642  x   0.99987565  =   0.99980207
 TF2134
 TF2134:                Primary Azimuth Mark                     Grid Az
 TF2134:SPC ND N     -  NORWICH SCHOOL FLAGPOLE                  011 33 29.3
 TF2134:UTM  14      -  NORWICH SCHOOL FLAGPOLE                  012 40 35.7
 TF2134
 TF2134|---------------------------------------------------------------------|
 TF2134| PID    Reference Object                     Distance      Geod. Az  |
 TF2134|                                                           dddmmss.s |
 TF2134| TF2069 NORWICH SCHOOL FLAGPOLE             APPROX. 8.9 KM 0111031.2 |
 TF2134| TF2070 NORWICH CHURCH CROSS                APPROX. 8.9 KM 0120806.0 |
 TF2134| CQ8129 COLINE RM 1                          19.370 METERS 02138     |
 TF2134| CQ8131 COLINE RM 3                          19.373 METERS 02149     |
 TF2134| TF2073 NORTH PRAIRIE LUTH CH STEEPLE       APPROX. 9.6 KM 0941425.2 |
 TF2134| CQ8128 COLINE AZ MK                                       1801140.3 |
 TF2134| CQ8130 COLINE RM 2                          19.471 METERS 18307     |
 TF2134| CQ8132 COLINE RM 4                          19.818 METERS 19411     |
 TF2134| TF2135 PTS 66 S                              1.985 METERS 27933     |
 TF2134|---------------------------------------------------------------------|
 TF2134
 TF2134                          SUPERSEDED SURVEY CONTROL
 TF2134
 TF2134  NAD 83(1986)-  48 10 02.73217(N)    101 00 52.01423(W) AD(       ) 2
 TF2134  NAD 27      -  48 10 02.69300(N)    101 00 50.46200(W) AD(       ) 2
 TF2134
 TF2134.Superseded values are not recommended for survey control.
 TF2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2134.See file dsdata.txt to determine how the superseded data were derived.
 TF2134
 TF2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5022136871(NAD 83)
 TF2134_MARKER: DS = TRIANGULATION STATION DISK
 TF2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2134
 TF2134  HISTORY     - Date     Condition        Report By
 TF2134  HISTORY     - 1946     MONUMENTED       CGS
 TF2134  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 TF2134  HISTORY     - 1977     GOOD             NGS
 TF2134
 TF2134                          STATION DESCRIPTION
 TF2134
 TF2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2134'THE STATION IS LOCATED ALONG THE WARD-MC HENRY COUNTY LINE ABOUT
 TF2134'6 MILES NORTH-NORTHEAST OF SAWYER, 6 MILES EAST-NORTHEAST OF
 TF2134'LOGAN, 5 AND 1/2 MILES SOUTH-SOUTHWEST OF NORWICH, 68 FEET
 TF2134'SOUTHEAST OF CROSSROADS, 7 FEET SOUTHEAST OF FENCE CORNER,
 TF2134'7 FEET NORTHEAST OF WITNESS POST AND 5 FEET SOUTH OF FENCE.
 TF2134'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED COLINE 1946.
 TF2134'
 TF2134'REFERENCE MARK NO. 1 IS 63.55 FEET NORTH-NORTHEAST OF THE
 TF2134'STATION, 27 FEET EAST OF FENCE CORNER AND 3 FEET SOUTH OF
 TF2134'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF2134'COLINE NO 1 1946.
 TF2134'
 TF2134'REFERENCE MARK NO. 2 IS 63.88 FEET SOUTH OF THE STATION,
 TF2134'68 FEET SOUTH OF FENCE CORNER AND 1 FOOT EAST OF FENCE.  THE
 TF2134'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED COLINE NO 2 1946.
 TF2134'
 TF2134'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 47 FEET
 TF2134'EAST OF THE CENTERLINE OF TRACK ROAD, 4 FEET NORTHEAST OF
 TF2134'WITNESS POST AND 2 FEET EAST OF FENCE.  THE MARK PROJECTS
 TF2134'2 INCHES AND THE DISK IS STAMPED COLINE 1946.
 TF2134'
 TF2134'U.S.G.S. PT. STA. NO. 66 S 1925 IS 6.52 FEET WEST OF THE
 TF2134'STATION, 62 FEET SOUTHEAST OF CROSSROADS AND 4 FEET
 TF2134'SOUTH-SOUTHWEST OF FENCE CORNER.  THE MARK IS A STANDARD
 TF2134'U.S.G.S. DISK SET IN TOP OF STOVEPIPE FILLED WITH CONCRETE.
 TF2134'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PT. STA.
 TF2134'NO. 66 S 1925.
 TF2134'
 TF2134'TO REACH THE STATION FROM THE COURTHOUSE IN MINOT, GO EAST
 TF2134'2 BLOCKS TO THE JUNCTION OF U.S. HIGHWAYS 52 AND 2.  TURN RIGHT
 TF2134'AND GO SOUTHEAST ON U.S. HIGHWAY 52 FOR 7.7 MILES TO CROSSROADS
 TF2134'AND FILLING STATION ON THE RIGHT.  TURN LEFT AND GO EAST
 TF2134'0.3 MILE TO CROSSROADS.  TURN LEFT ACROSS RAILROAD TRACKS
 TF2134'AND GO EAST 6.2 MILES TO A TRACK ROAD LEFT.  TURN LEFT AND
 TF2134'GO NORTH 1.0 MILE TO CROSSROADS AND THE STATION IN THE
 TF2134'SOUTHEAST ANGLE OF THE INTERSECTION.
 TF2134'
 TF2134'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH 0.4
 TF2134'MILE TO THE AZIMUTH MARK ON THE LEFT.
 TF2134'
 TF2134'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF2134
 TF2134                          STATION RECOVERY (1976)
 TF2134
 TF2134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (WBB)
 TF2134'-NOT CHECKED.  FOUND LYING IN DITCH HAS BRASS CAP SURVEY MARKER.
 TF2134'
 TF2134'DISTANCE AND DIRECTION FROM NEAREST TOWN--T. 154 N., K. 81 W., 5TH
 TF2134'P.M. NW 1/4 NW 1/4 NW 1/4 SEC, 24.
 TF2134
 TF2134                          STATION RECOVERY (1977)
 TF2134
 TF2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TF2134'ALL MEASUREMENT MADE AT 5 K.G. TENSION.
 TF2134'
 TF2134'THE STATION MARK, REFERENCE MARK NO. 2, AND THE USGS MARK WERE
 TF2134'RECOVERED AND APPEARED TO BE IN GOOD CONDITION.  A DIFFERENCE OF
 TF2134'0.020 METERS SHORTER IN DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND,
 TF2134'IT MAY HAVE BEEN DUE TO SLOPE MEASUREMENT, A CHECK COULD NOT BE
 TF2134'MADE DUE TO THE WHEAT CROP IN THE FIELD, THE MARK WAS IN THE
 TF2134'CULTIVATED AREA AND ABOUT 4-INCHES BELOW GROUND LEVEL.  A
 TF2134'DIFFERENCE OF 0.003 METERS WAS FOUND IN THE DISTANCE TO THE USGS
 TF2134'MARK, AND THE DIRECTION DIFFERED BY 12-MINUTES AND 46-SECONDS,
 TF2134'THE MARK MAY HAVE BEEN SLIGHTLY DISTURBED BY MACHINERY RUNNING
 TF2134'OVER IT.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED, IT WAS CLOSE TO
 TF2134'ITS ORIGINAL POSITION, BUT THE ARROW WAS POINTED TO THE NORTHWEST
 TF2134'INSTEAD OF SOUTH-SOUTHWEST TOWARD THE STATION, THE
 TF2134'MONUMENT WAS DUG FREE, THEN TURNED TO POINT THE ARROW TOWARD
 TF2134'THE STATION AND RE-STAMPED FOR USE AS REFERENCE MARK NO. 3.  THE
 TF2134'AZIMUTH MARK WAS FOUND LYING ON TOP OF THE GROUND, IT HAD
 TF2134'ACCIDENTLY BEEN PULLED UP BY FARM MACHINERY, A NEW AZIMUTH
 TF2134'MARK WAS NOT SET AS OTHER STATIONS WERE NOT VISIBLE.  THE DISKS
 TF2134'WERE REMOVED FROM REFERENCE MARK NO. 2 AND THE AZIMUTH MARK, THE
 TF2134'R.M. 2 MONUMENT WAS DUG OUT AND REMOVED FROM THE FIELD.  UPON
 TF2134'REQUEST OF THE RANCHER, A 1-FOOT BAND OF CEMENT WAS POURED
 TF2134'AROUND THE TOP OF EACH OF THE MARKS TO MAKE THEM EASIER TO SEE
 TF2134'WHEN MACHINERY IS BEING OPERATED IN THE AREA, WITNESS POST WERE
 TF2134'NOT SET.  REFERENCE MARK NO. 4 WAS SET.
 TF2134'
 TF2134'A NEW DESCRIPTION FOLLOWS--
 TF2134'
 TF2134'THE STATION IS LOCATED ALONG THE WARD-MCHENRY COUNTY LINE, ABOUT
 TF2134'5-1/2 MILES SOUTH AND 1.3 MILES WEST OF NORWICH, IN THE SOUTHEAST
 TF2134'QUADRANT OF A SECTION LINE CROSSROAD, IN THE NW 1/4 OF SEC 18, TWP
 TF2134'154, R 80 W, ON PROPERTY OF MRS. LEO FLEMING OF MINOT, AND FARMED
 TF2134'BY MR. JACK MOREY OF VELVA.
 TF2134'
 TF2134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND THE
 TF2134'ROAD LEADING NORTH 0.5 MILE TO NORWICH, GO WEST ON U.S. HIGHWAY 2
 TF2134'FOR 0.3 MILE TO A SIDE ROAD LEFT, (THIS IS 0.9 MILE EAST OF THE
 TF2134'WARD-MCHENRY COUNTY LINE), TURN LEFT AND GO SOUTH ON THE GRAVELED
 TF2134'ROAD FOR 5.15 MILES TO A SECTION LINE CROSSROAD, TURN RIGHT AND
 TF2134'GO WEST ON THE TRACK ROAD 0.95 MILE TO THE SECTION CORNER AND
 TF2134'THE STATION AS DESCRIBED.
 TF2134'
 TF2134'THE STATION MARK IS A STANDARD DISK STAMPED COLINE 1946, SET IN THE
 TF2134'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 37
 TF2134'FEET SOUTH OF THE CENTER OF THE EAST-WEST TRACK ROAD, AND 27 FEET
 TF2134'EAST OF THE CENTER OF THE NORTH-SOUTH TRACK ROAD, IN A GRASSED
 TF2134'AREA AT THE NORTHWEST CORNER OF A FIELD.
 TF2134'
 TF2134'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED COLINE 1946 NO
 TF2134'3 1977 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 TF2134'GROUND.  IT IS IN A GRASSED AREA 40 FEET EAST OF THE CENTER OF THE
 TF2134'NORTH-SOUTH ROAD, AND 22 FEET NORTH OF THE CENTER OF THE EAST-WEST
 TF2134'ROAD.
 TF2134'
 TF2134'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED COLINE 1946 NO 4 1977
 TF2134'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 TF2134'IT IS 101 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, AND 12
 TF2134'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, IN THE GRASSED
 TF2134'AREA OF THE SECTION LINE RIGHT-OF-WAY.
 TF2134'
 TF2134'THE USGS MARK IS A STANDARD DISK STAMPED PT. STA. NO. 66 S 1925,
 TF2134'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, (A STOVE PIPE WAS
 TF2134'USED AS THE FORM) FLUSH WITH THE GROUND, IT IS 37 FEET SOUTH OF
 TF2134'THE CENTER OF THE EAST-WEST ROAD, AND 20 FEET EAST OF THE CENTER
 TF2134'OF THE NORTH-SOUTH ROAD, IN THE GRASSED AREA AT THE NORTHWEST
 TF2134'CORNER OF A FIELD.
 TF2134'
 TF2134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MILES
 TF2134'SSW OF NORWICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0819 ***********************************************************************
 RP0819  DESIGNATION -  COLT
 RP0819  PID         -  RP0819
 RP0819  STATE/COUNTY-  ND/RANSOM
 RP0819  USGS QUAD   -  LISBON SE (1960)
 RP0819
 RP0819                         *CURRENT SURVEY CONTROL
 RP0819  ___________________________________________________________________
 RP0819* NAD 83(1996)-  46 20 26.08500(N)    097 32 54.08486(W)     ADJUSTED  
 RP0819* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 RP0819  ___________________________________________________________________
 RP0819  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 RP0819  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 RP0819
 RP0819  HORZ ORDER  -  SECOND
 RP0819
 RP0819.The horizontal coordinates were established by classical geodetic methods
 RP0819.and adjusted by the National Geodetic Survey in January 1998..
 RP0819
 RP0819.The orthometric height was scaled from a topographic map.
 RP0819
 RP0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0819
 RP0819.The geoid height was determined by GEOID03.
 RP0819
 RP0819;                    North         East     Units Scale Factor Converg.
 RP0819;SPC ND S     -    79,178.319   827,177.465   MT  0.99997280   +2 09 10.4
 RP0819;SPC ND S     -   259,771.39  2,713,836.83   iFT  0.99997280   +2 09 10.4
 RP0819;UTM  14      - 5,132,913.222   611,711.893   MT  0.99975340   +1 03 01.1
 RP0819
 RP0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0819!SPC ND S     -   0.99994693  x   0.99997280  =   0.99991973
 RP0819!UTM  14      -   0.99994693  x   0.99975340  =   0.99970035
 RP0819
 RP0819|---------------------------------------------------------------------|
 RP0819| PID    Reference Object                     Distance      Geod. Az  |
 RP0819|                                                           dddmmss.s |
 RP0819| CO5425 COLT RM 1                            17.800 METERS 09045     |
 RP0819| CO5424 COLT AZ MK                                         2694234.0 |
 RP0819| RQ0656 ZION LUTHERAN CHURCH SPIRE          APPROX.66.4 KM 2710349.5 |
 RP0819| CO5426 COLT RM 2                            18.009 METERS 34451     |
 RP0819|---------------------------------------------------------------------|
 RP0819
 RP0819                          SUPERSEDED SURVEY CONTROL
 RP0819
 RP0819  NAD 83(1986)-  46 20 26.08638(N)    097 32 54.07792(W) AD(       ) 2
 RP0819  NAD 27      -  46 20 26.22300(N)    097 32 52.74500(W) AD(       ) 2
 RP0819
 RP0819.Superseded values are not recommended for survey control.
 RP0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0819.See file dsdata.txt to determine how the superseded data were derived.
 RP0819
 RP0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1171232913(NAD 83)
 RP0819_MARKER: DS = TRIANGULATION STATION DISK
 RP0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0819
 RP0819  HISTORY     - Date     Condition        Report By
 RP0819  HISTORY     - 1954     MONUMENTED       CGS
 RP0819
 RP0819                          STATION DESCRIPTION
 RP0819
 RP0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0819'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF LISBON, 6-1/2
 RP0819'MILES NORTH OF HOVING AND 2 MILES SOUTH OF THE CHEYENNE RIVER.
 RP0819'
 RP0819'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 32 IN LISBON,
 RP0819'GO SOUTH ON STATE HIGHWAY 32 FOR 6.55 MILES TO A CROSSROAD.
 RP0819'TURN LEFT, EAST, GO 4 MILES TO A CROSSROAD WHICH IS 0.05 MILE
 RP0819'SOUTH OF A CHURCH AND CEMETERY.  CONTINUE STRAIGHT AHEAD, EAST
 RP0819'FOR 1 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, GO 1 MILE TO A
 RP0819'CROSSROAD AND THE AZIMUTH MARK WHICH IS IN THE SOUTHEAST ANGLE
 RP0819'OF THE INTERSECTION.  TURN LEFT, EAST, GO 0.2 MILE TO THE TOP OF
 RP0819'A SLIGHT RISE AND THE STATION MARK ON THE RIGHT, SOUTH SIDE
 RP0819'OF ROAD.
 RP0819'
 RP0819'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE POSTS.
 RP0819'
 RP0819'THE STATION MARK IS STAMPED COLT 1954 AND IT PROJECTS 5 INCHES.
 RP0819'THE MARK IS 92 FEET SOUTHWEST OF A FENCE CORNER.  37 FEET SOUTH
 RP0819'OF THE CENTER OF AN UNIMPROVED ROAD.  3 FEET NORTHEAST OF A WHITE
 RP0819'POST.  AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE.
 RP0819'
 RP0819'REFERENCE MARK NO. 1 IS STAMPED COLT NO 1 1954 AND IT PROJECTS
 RP0819'4 INCHES.  THE MARK IS 38 FEET SOUTH OF THE CENTER OF AN UNIMPROVED
 RP0819'ROAD AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE.
 RP0819'
 RP0819'REFERENCE MARK NO. 2 IS STAMPED COLT NO 2 1954 AND IT PROJECTS
 RP0819'3 INCHES.  THE MARK IS 22 FEET NORTH OF THE CENTER OF AN UNIMPROVED
 RP0819'ROAD AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE.
 RP0819'
 RP0819'THE AZIMUTH MARK IS STAMPED COLT 1954 AND IT PROJECTS 4
 RP0819'INCHES.  THE MARK IS 0.2 MILE WEST OF THE STATION.  68 FEET
 RP0819'SOUTHEAST OF THE CENTER OF AN INTERSECTION.  69 FEET
 RP0819'SOUTH-SOUTHEAST OF A POWER LINE POLE.  24 FEET NORTH OF A POWER
 RP0819'LINE.  3 FEET EAST OF A WHITE POST.  AND 1 FOOT NORTH OF THE
 RP0819'SOUTH RIGHT-OF-WAY FENCE LINE.
 RP0819'
 RP0819'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2
 RP0819'MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RP0819'
 RP0819'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1159 ***********************************************************************
 SM1159  DESIGNATION -  COLUMBIA
 SM1159  PID         -  SM1159
 SM1159  STATE/COUNTY-  ND/EDDY
 SM1159  USGS QUAD   -  BRANTFORD NE (1971)
 SM1159
 SM1159                         *CURRENT SURVEY CONTROL
 SM1159  ___________________________________________________________________
 SM1159* NAD 83(1996)-  47 39 35.83778(N)    098 49 18.50214(W)     ADJUSTED  
 SM1159* NAVD 88     -       465.20   (+/-2cm)    1526.2    (feet)  VERTCON   
 SM1159  ___________________________________________________________________
 SM1159  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 SM1159  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SM1159
 SM1159  HORZ ORDER  -  FIRST
 SM1159  VERT ORDER  -  THIRD ? (See Below)
 SM1159
 SM1159.The horizontal coordinates were established by classical geodetic methods
 SM1159.and adjusted by the National Geodetic Survey in January 1998..
 SM1159
 SM1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1159.The vertical order pertains to the NGVD 29 superseded value.
 SM1159
 SM1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1159
 SM1159.The geoid height was determined by GEOID03.
 SM1159
 SM1159;                    North         East     Units Scale Factor Converg.
 SM1159;SPC ND N     -    74,747.637   726,041.951   MT  0.99996316   +1 14 55.7
 SM1159;SPC ND N     -   245,235.03  2,382,027.40   iFT  0.99996316   +1 14 55.7
 SM1159;UTM  14      - 5,278,522.132   513,379.574   MT  0.99960220   +0 07 54.2
 SM1159
 SM1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1159!SPC ND N     -   0.99993084  x   0.99996316  =   0.99989400
 SM1159!UTM  14      -   0.99993084  x   0.99960220  =   0.99953306
 SM1159
 SM1159|---------------------------------------------------------------------|
 SM1159| PID    Reference Object                     Distance      Geod. Az  |
 SM1159|                                                           dddmmss.s |
 SM1159| CO5429 COLUMBIA RM 2                        39.516 METERS 00401     |
 SM1159| SM1160 COLUMBIA RM A                        30.067 METERS 06942     |
 SM1159| CO5427 COLUMBIA AZ MK                                     0893937.7 |
 SM1159| CO5428 COLUMBIA RM 1                        30.802 METERS 09048     |
 SM1159|---------------------------------------------------------------------|
 SM1159
 SM1159                          SUPERSEDED SURVEY CONTROL
 SM1159
 SM1159  NAD 83(1986)-  47 39 35.83868(N)    098 49 18.49964(W) AD(       ) 1
 SM1159  NAD 27      -  47 39 35.85410(N)    098 49 17.11680(W) AD(       ) 1
 SM1159  NGVD 29 (07/19/86)  464.81   (m)         1525.0    (f) LEVELING    3  
 SM1159
 SM1159.Superseded values are not recommended for survey control.
 SM1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1159.See file dsdata.txt to determine how the superseded data were derived.
 SM1159
 SM1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1338078522(NAD 83)
 SM1159_MARKER: DS = TRIANGULATION STATION DISK
 SM1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1159
 SM1159  HISTORY     - Date     Condition        Report By
 SM1159  HISTORY     - 1934     MONUMENTED       CGS
 SM1159  HISTORY     - 1961     GOOD             CGS
 SM1159  HISTORY     - 1967     GOOD             CGS
 SM1159
 SM1159                          STATION DESCRIPTION
 SM1159
 SM1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1159'STATION IS LOCATED IN COLUMBIA TOWNSHIP, 6.5 MILES NE OF
 SM1159'BRANTFORD, 12.0 MILES WNW OF MC HENRY, ABOUT 100 YARDS W OF
 SM1159'CORNER COMMON TO SECS. 3, 4, 9 AND 10, T 148 N, R 64 W.  IT IS
 SM1159'ON THE TOP OF A HILL, 23.0 FEET S OF CENTER LINE OF E-W SECTION
 SM1159'LINE DIRT TRAIL, 130.6 FEET S OF ABANDONED SHACK, AND 3.3 FEET
 SM1159'N OF E-W FENCE.
 SM1159'
 SM1159'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1159'BRONZE DISKS SET IN CONCRETE.
 SM1159'
 SM1159'REFERENCE MARK NO. 1 IS LOCATED ABOUT 70 YARDS W OF SE CORNER
 SM1159'OF SEC. 3, T 148 N, R 64 W, 29.0 FEET S OF CENTER LINE OF E-W
 SM1159'DIRT TRAIL, 1.0 FOOT N OF E-W FENCE, 101.03 FEET E OF STATION.
 SM1159'
 SM1159'REFERENCE MARK NO. 2 IS LOCATED 1.2 FEET SE OF SE CORNER OF
 SM1159'ABANDONED SHACK, 107.0 FEET N OF CENTER LINE OF E-W DIRT TRAIL,
 SM1159'ABOUT 100 YARDS W OF SE CORNER SEC. 3, T 148 N, R 64 W, 129.64
 SM1159'FEET N OF STATION.
 SM1159'
 SM1159'AZIMUTH MARK IS E OF STATION, 5.0 FEET W OF FENCE CORNER, ABOUT
 SM1159'220 FEET W OF HOUSE, AND 25.0 FEET N OF CENTER LINE OF E-W DIRT
 SM1159'TRAIL.
 SM1159'
 SM1159'TO REACH FROM STATION, GO E ON DIRT TRAIL 0.5 MILE TO MARK ON
 SM1159'N SIDE OF ROAD.
 SM1159'
 SM1159'TO REACH STATION FROM WARWICK POST OFFICE, GO S ON GRAVEL
 SM1159'STREET AND DIRT ROAD 0.45 MILE TO T JUNCTION, THENCE RIGHT (W)
 SM1159'0.35 MILE TO STATE HIGHWAY 20, THENCE LEFT (S) ON STATE HIGHWAY
 SM1159'20 FOR 1.0 MILE, THENCE LEFT (E) ON STATE HIGHWAY 20 FOR 6.0
 SM1159'MILES, THENCE RIGHT (S) ON STATE HIGHWAY 20 FOR 2.0 MILES TO
 SM1159'JUNCTION WITH STATE HIGHWAY 15.  CONTINUE S ON STATE HIGHWAYS 15
 SM1159'AND 20 FOR 7.85 MILES TO POINT AT WHICH STATE HIGHWAY 15 TURNS
 SM1159'W, THENCE RIGHT (W) ON STATE HIGHWAY 15 FOR 10.2 MILES TO
 SM1159'CROSSROADS, THENCE LEFT (S) FOLLOWING MAIN ROAD 2.0 MILES, THENCE
 SM1159'RIGHT (W) ON DIM SECTION LINE TRAIL 1.05 MILES TO TOP OF HILL
 SM1159'AND STATION.
 SM1159'
 SM1159'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 SM1159
 SM1159                          STATION RECOVERY (1961)
 SM1159
 SM1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 SM1159'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1159'CONDITION.
 SM1159'
 SM1159'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 SM1159
 SM1159                          STATION RECOVERY (1967)
 SM1159
 SM1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1159'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 SM1159'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1934 ROUTE TO
 SM1159'REACH THE STATION IS ADEQUATE, HOWEVER A SHORTER ROUTE IS
 SM1159'POSSIBLE.  FOLLOWING IS A NEW ROUTE TO REACH THE STATION.
 SM1159'
 SM1159'TO REACH THE STATION FROM THE POST OFFICE IN GRACE CITY, GO
 SM1159'EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A CROSSROADS, TURN
 SM1159'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 7.4 MILES TO A SIDE
 SM1159'ROAD LEFT, TURN LEFT AND GO WEST ON A TRACK ROAD FOR 0.5 MILE TO
 SM1159'THE AZIMUTH MARK ON THE RIGHT (NORTH).  CONTINUE WEST ON THE TRACK
 SM1159'ROAD FOR 0.5 MILE TO THE STATION MARK ON THE LEFT.
 SM1159'
 SM1159'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 SM1159'COLUMBIA 1934, A DISTANCE BEING 98.65 FEET OR 30.069 METERS.
 SM1159'
 SM1159'HEIGHT OF LIGHT ABOVE STATION MARK 14.25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1160 ***********************************************************************
 SM1160  DESIGNATION -  COLUMBIA RM A
 SM1160  PID         -  SM1160
 SM1160  STATE/COUNTY-  ND/EDDY
 SM1160  USGS QUAD   -  BRANTFORD NE (1971)
 SM1160
 SM1160                         *CURRENT SURVEY CONTROL
 SM1160  ___________________________________________________________________
 SM1160* NAD 83(1996)-  47 39 36.17564(N)    098 49 17.15067(W)     ADJUSTED  
 SM1160* NAVD 88     -       464.5    (meters)    1524.     (feet)  VERTCON   
 SM1160  ___________________________________________________________________
 SM1160  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 SM1160  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SM1160
 SM1160  HORZ ORDER  -  FIRST
 SM1160  VERT ORDER  -  THIRD ? (See Below)
 SM1160
 SM1160.The horizontal coordinates were established by classical geodetic methods
 SM1160.and adjusted by the National Geodetic Survey in January 1998..
 SM1160
 SM1160.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1160.The vertical order pertains to the NGVD 29 superseded value.
 SM1160
 SM1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1160
 SM1160.The geoid height was determined by GEOID03.
 SM1160
 SM1160;                    North         East     Units Scale Factor Converg.
 SM1160;SPC ND N     -    74,758.684   726,069.915   MT  0.99996315   +1 14 56.7
 SM1160;SPC ND N     -   245,271.27  2,382,119.14   iFT  0.99996315   +1 14 56.7
 SM1160;UTM  14      - 5,278,532.627   513,407.737   MT  0.99960221   +0 07 55.2
 SM1160
 SM1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1160!SPC ND N     -   0.99993094  x   0.99996315  =   0.99989409
 SM1160!UTM  14      -   0.99993094  x   0.99960221  =   0.99953318
 SM1160
 SM1160|---------------------------------------------------------------------|
 SM1160| PID    Reference Object                     Distance      Geod. Az  |
 SM1160|                                                           dddmmss.s |
 SM1160| SM1159 COLUMBIA                             30.067 METERS 24942     |
 SM1160| SM1168 JERRY                               APPROX.15.4 KM 3532456.5 |
 SM1160|---------------------------------------------------------------------|
 SM1160
 SM1160                          SUPERSEDED SURVEY CONTROL
 SM1160
 SM1160  NAD 83(1986)-  47 39 36.17660(N)    098 49 17.14792(W) AD(       ) 1
 SM1160  NAD 27      -  47 39 36.19194(N)    098 49 15.76539(W) AD(       ) 1
 SM1160  NGVD 29 (07/19/86)  464.1    (m)         1523.     (f) LEVELING    3  
 SM1160
 SM1160.Superseded values are not recommended for survey control.
 SM1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1160.See file dsdata.txt to determine how the superseded data were derived.
 SM1160
 SM1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1340878533(NAD 83)
 SM1160_MARKER: DS = TRIANGULATION STATION DISK
 SM1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM1160+STABILITY: SURFACE MOTION
 SM1160
 SM1160  HISTORY     - Date     Condition        Report By
 SM1160  HISTORY     - 1967     MONUMENTED       CGS
 SM1160
 SM1160                          STATION DESCRIPTION
 SM1160
 SM1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1160'$
 SM1160'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK,
 SM1160'THE DISK IS SET IN THE TOP OF A 10 INCH CONCRETE
 SM1160'CYLINDER MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 SM1160'GROUND.  THE DISK IS STAMPED COLUMBIA RM A 1967.  THE MARK IS
 SM1160'7.6 FEET SOUTH OF A EAST-WEST FENCE, 37.0 FEET NORTH OF A
 SM1160'EAST-WEST FENCE, AND 16.0 FEET NORTH OF THE APPROXIMATE
 SM1160'CENTER-LINE OF A DIM TRACK ROAD.
 SM1160'
 SM1160'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLUMBIA
 SM1160'1934, DISTANCE BEING 30.069 METERS OR 98.65 FEET.
 SM1160'
 SM1160'TO REACH STATION COLUMBIA FROM THE POST OFFICE IN GRACE CITY, GO
 SM1160'EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A CROSSROADS, TURN
 SM1160'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 7.4 MILES TO A SIDE
 SM1160'ROAD LEFT, TURN LEFT AND GO WEST ON A TRACK ROAD FOR 0.5 MILE TO
 SM1160'THE COLUMBIA AZIMUTH MARK ON THE RIGHT (NORTH).  CONTINUE WEST ON THE
 SM1160'TRACK ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 SM1160'
 SM1160'OBSERVATIONS WERE TAKEN FROM A 37 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1949 ***********************************************************************
 TG1949  DESIGNATION -  COLUMBUS
 TG1949  PID         -  TG1949
 TG1949  STATE/COUNTY-  ND/BURKE
 TG1949  USGS QUAD   -  STAMPEDE (1948)
 TG1949
 TG1949                         *CURRENT SURVEY CONTROL
 TG1949  ___________________________________________________________________
 TG1949* NAD 83(1996)-  48 58 25.39950(N)    102 44 02.95033(W)     ADJUSTED  
 TG1949* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 TG1949  ___________________________________________________________________
 TG1949  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 TG1949  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TG1949
 TG1949  HORZ ORDER  -  THIRD
 TG1949
 TG1949.The horizontal coordinates were established by classical geodetic methods
 TG1949.and adjusted by the National Geodetic Survey in January 1998..
 TG1949
 TG1949.The orthometric height was scaled from a topographic map.
 TG1949
 TG1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1949
 TG1949.The geoid height was determined by GEOID03.
 TG1949
 TG1949;                    North         East     Units Scale Factor Converg.
 TG1949;SPC ND N     -   221,828.265   436,450.744   MT  1.00005657   -1 39 45.0
 TG1949;SPC ND N     -   727,783.02  1,431,925.01   iFT  1.00005657   -1 39 45.0
 TG1949;UTM  13      - 5,427,008.620   665,811.016   MT  0.99993776   +1 42 35.1
 TG1949
 TG1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1949!SPC ND N     -   0.99991124  x   1.00005657  =   0.99996780
 TG1949!UTM  13      -   0.99991124  x   0.99993776  =   0.99984900
 TG1949
 TG1949:                Primary Azimuth Mark                     Grid Az
 TG1949:SPC ND N     -  CENTER I                                 287 46 32.6
 TG1949:UTM  13      -  CENTER I                                 284 24 12.5
 TG1949
 TG1949|---------------------------------------------------------------------|
 TG1949| PID    Reference Object                     Distance      Geod. Az  |
 TG1949|                                                           dddmmss.s |
 TG1949| TG1942 CENTER I                            APPROX. 5.6 KM 2860647.6 |
 TG1949|---------------------------------------------------------------------|
 TG1949
 TG1949                          SUPERSEDED SURVEY CONTROL
 TG1949
 TG1949  NAD 83(1986)-  48 58 25.39988(N)    102 44 02.94666(W) AD(       ) 3
 TG1949
 TG1949.Superseded values are not recommended for survey control.
 TG1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1949.See file dsdata.txt to determine how the superseded data were derived.
 TG1949
 TG1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ6581127009(NAD 83)
 TG1949_MARKER: DD = SURVEY DISK
 TG1949_SETTING: 80 = SET IN A BOULDER
 TG1949_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TG1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1949+STABILITY: SURFACE MOTION
 TG1949
 TG1949  HISTORY     - Date     Condition        Report By
 TG1949  HISTORY     - 1910     MONUMENTED       IBC
 TG1949
 TG1949                          STATION DESCRIPTION
 TG1949
 TG1949'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1949'ABOUT 1-3/4 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TG1949'MONUMENTS 624 AND 625, IN SW 1/4 SECTION 3, TOWNSHIP 163 N, RANGE
 TG1949'93 W, FIFTH PRINCIPAL MERIDIAN, APPROXIMATELY 43 METERS SOUTH OF THE
 TG1949'EAST - AND - WEST, AND 200 METERS FROM THE NORTH - AND - SOUTH
 TG1949'MIDSECTION LINES.
 TG1949'
 TG1949'STATION MARK--A BRONZE DISK SET IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1158 ***********************************************************************
 SM1158  DESIGNATION -  COLVIN
 SM1158  PID         -  SM1158
 SM1158  STATE/COUNTY-  ND/EDDY
 SM1158  USGS QUAD   -  LAKE COE (1961)
 SM1158
 SM1158                         *CURRENT SURVEY CONTROL
 SM1158  ___________________________________________________________________
 SM1158* NAD 83(1996)-  47 40 31.36482(N)    098 38 09.98417(W)     ADJUSTED  
 SM1158* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 SM1158  ___________________________________________________________________
 SM1158  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 SM1158  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM1158
 SM1158  HORZ ORDER  -  FIRST
 SM1158
 SM1158.The horizontal coordinates were established by classical geodetic methods
 SM1158.and adjusted by the National Geodetic Survey in January 1998..
 SM1158
 SM1158.The orthometric height was scaled from a topographic map.
 SM1158
 SM1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1158
 SM1158.The geoid height was determined by GEOID03.
 SM1158
 SM1158;                    North         East     Units Scale Factor Converg.
 SM1158;SPC ND N     -    76,782.792   739,944.943   MT  0.99996122   +1 23 13.1
 SM1158;SPC ND N     -   251,912.05  2,427,640.89   iFT  0.99996122   +1 23 13.1
 SM1158;UTM  14      - 5,280,285.117   527,314.638   MT  0.99960917   +0 16 08.6
 SM1158
 SM1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1158!SPC ND N     -   0.99991937  x   0.99996122  =   0.99988060
 SM1158!UTM  14      -   0.99991937  x   0.99960917  =   0.99952857
 SM1158
 SM1158:                Primary Azimuth Mark                     Grid Az
 SM1158:SPC ND N     -  COLVIN AZ MK                             026 43 46.9
 SM1158:UTM  14      -  COLVIN AZ MK                             027 50 51.4
 SM1158
 SM1158|---------------------------------------------------------------------|
 SM1158| PID    Reference Object                     Distance      Geod. Az  |
 SM1158|                                                           dddmmss.s |
 SM1158| CO5430 COLVIN AZ MK                                       0280700.0 |
 SM1158| CO5431 COLVIN RM 1                          28.707 METERS 10422     |
 SM1158| SM1157 MCHENRY                             APPROX.13.4 KM 1840940.2 |
 SM1158| CO5432 COLVIN RM 2                          22.500 METERS 23230     |
 SM1158|---------------------------------------------------------------------|
 SM1158
 SM1158                          SUPERSEDED SURVEY CONTROL
 SM1158
 SM1158  NAD 83(1986)-  47 40 31.36599(N)    098 38 09.98194(W) AD(       ) 1
 SM1158  NAD 27      -  47 40 31.38000(N)    098 38 08.62500(W) AD(       ) 1
 SM1158
 SM1158.Superseded values are not recommended for survey control.
 SM1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1158.See file dsdata.txt to determine how the superseded data were derived.
 SM1158
 SM1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2731580285(NAD 83)
 SM1158_MARKER: DS = TRIANGULATION STATION DISK
 SM1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1158_STAMPING: COLVIN 1934
 SM1158_MARK LOGO: CGS   
 SM1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM1158+STABILITY: SURFACE MOTION
 SM1158
 SM1158  HISTORY     - Date     Condition        Report By
 SM1158  HISTORY     - 1934     MONUMENTED       CGS
 SM1158  HISTORY     - 1961     GOOD             CGS
 SM1158  HISTORY     - 19971022 GOOD             NDHD
 SM1158
 SM1158                          STATION DESCRIPTION
 SM1158
 SM1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1158'STATION IS LOCATED NEAR THE SW CORNER OF SEC. 31, T 149 N,
 SM1158'R 62 W, IN CALVIN TOWNSHIP, 7 MILES N BY W OF MC HENRY.  STATION
 SM1158'IS ON THE HIGHEST POINT OF THE HILL KNOWN AS DEVILSOME HILL,
 SM1158'WHICH IS THE HIGHEST IN THE VICINITY, ON A LITTLE HUMP IN THE
 SM1158'MIDDLE.  MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 SM1158'GROUND.
 SM1158'
 SM1158'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1158'BRONZE DISKS SET IN CONCRETE.
 SM1158'
 SM1158'REFERENCE MARK NO. 1 IS E OF STATION, AND PROJECTS ABOUT 10 INCHES.
 SM1158'
 SM1158'REFERENCE MARK NO. 2 IS SW OF STATION ON SW SLOPE OF HILL AT
 SM1158'TOP OF RIDGE WHICH RUNS SW.
 SM1158'
 SM1158'AZIMUTH MARK IS NNE OF STATION WHERE DIM ROAD LEAVES STATE
 SM1158'HIGHWAY 15.  MARK IS ABOUT 175 FEET W OF A CULVERT, 100 FEET
 SM1158'E OF DIM ROAD LEADING S, AND 35 FEET S OF CENTER LINE OF E-W
 SM1158'GRAVEL ROAD (STATE HIGHWAY 15).  MARK PROJECTS ABOUT 10 INCHES
 SM1158'ABOVE THE SURFACE OF THE GROUND.
 SM1158'
 SM1158'STATION IS REACHED FROM THE POST OFFICE IN WARWICK BY GOING
 SM1158'S ON GRAVEL STREET AND DIRT ROAD 0.45 MILE, TURN RIGHT AT
 SM1158'T-ROAD JUNCTION, GO 0.35 MILE W TO STATE HIGHWAY 20, LEFT (S)
 SM1158'ONTO STATE HIGHWAY 20 (DIRT ROAD) AND AFTER GOING 1.0 MILE
 SM1158'KEEP LEFT (E) ON STATE HIGHWAY 20 FOR 6.0 MILES, LEFT (S) ON
 SM1158'STATE HIGHWAY 20 (NARROW DIRT ROAD).  GO S 2.0 MILES TO THE
 SM1158'JUNCTION OF STATE HIGHWAYS 15 AND 20, KEEP STRAIGHT AHEAD (S)
 SM1158'ON STATE HIGHWAYS 15 AND 20 FOR 8.0 MILES TO ROAD FORKS.  TURN
 SM1158'RIGHT (W) ON STATE HIGHWAY 15, GO 1.6 MILES TO TOP OF GRADE
 SM1158'AND ABOUT 0.1 MILE FURTHER AND ABOUT 200 YARDS BEYOND A
 SM1158'CULVERT, TAKE A VERY DIM WINDING ROAD TO THE LEFT AND FOLLOW S
 SM1158'FOR 0.95 MILE, TURN RIGHT (SHARP) AT A DIM SLANTING T-ROAD
 SM1158'AND FOLLOW NW FOR 0.2 MILE TO STATION ABOUT 1/4 MILE TO THE
 SM1158'LEFT (W).
 SM1158'
 SM1158'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 SM1158
 SM1158                          STATION RECOVERY (1961)
 SM1158
 SM1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 SM1158'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 SM1158'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND
 SM1158'WAS THOUGHT TO HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 SM1158'
 SM1158'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND
 SM1158'20, BETWEEN HAMAR AND MC HENRY, GO WEST ON STATE HIGHWAY 15
 SM1158'FOR ABOUT 3.2 MILES TO A WIRE GATE ON LEFT, TURN LEFT THROUGH
 SM1158'GATE AND FOLLOW OLD GRADE AND FIELD ROAD SOUTHERLY FOR ABOUT 1.5
 SM1158'MILES TO AN EAST-WEST FENCE LINE, TURN LEFT AND FOLLOW FENCE AND
 SM1158'FIRE BREAK EAST AND NORTH FOR ABOUT 1.5 MILES TO A POINT TO
 SM1158'EAST OF A HIGH HILL, TURN LEFT AND GO WEST FOR 0.15 MILE TO
 SM1158'EAST BASE OF HILL AND END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT
 SM1158'100 YARDS TO SUMMIT OF HILL AND STATION.
 SM1158
 SM1158                          STATION RECOVERY (1997)
 SM1158
 SM1158'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SM1158'RECOVERED IN GOOD CONDITION.  NOTE--SET CARSONITE POST 2 FEET (0.6 M)
 SM1158'WEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2049 ***********************************************************************
 TE2049  DESIGNATION -  CONE
 TE2049  PID         -  TE2049
 TE2049  STATE/COUNTY-  ND/BENSON
 TE2049  USGS QUAD   -  ESMOND (1958)
 TE2049
 TE2049                         *CURRENT SURVEY CONTROL
 TE2049  ___________________________________________________________________
 TE2049* NAD 83(1996)-  48 02 08.05963(N)    099 49 35.97311(W)     ADJUSTED  
 TE2049* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TE2049  ___________________________________________________________________
 TE2049  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 TE2049  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TE2049
 TE2049  HORZ ORDER  -  SECOND
 TE2049
 TE2049.The horizontal coordinates were established by classical geodetic methods
 TE2049.and adjusted by the National Geodetic Survey in January 1998..
 TE2049
 TE2049.The orthometric height was scaled from a topographic map.
 TE2049
 TE2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2049
 TE2049.The geoid height was determined by GEOID03.
 TE2049
 TE2049;                    North         East     Units Scale Factor Converg.
 TE2049;SPC ND N     -   115,355.177   650,209.899   MT  0.99993621   +0 30 03.8
 TE2049;SPC ND N     -   378,461.87  2,133,234.58   iFT  0.99993621   +0 30 03.8
 TE2049;UTM  14      - 5,320,584.484   438,377.568   MT  0.99964666   -0 36 52.9
 TE2049
 TE2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2049!SPC ND N     -   0.99992555  x   0.99993621  =   0.99986176
 TE2049!UTM  14      -   0.99992555  x   0.99964666  =   0.99957223
 TE2049
 TE2049:                Primary Azimuth Mark                     Grid Az
 TE2049:SPC ND N     -  ESMOND ELEMENTARY SCH BELFRY             087 09 19.0
 TE2049:UTM  14      -  ESMOND ELEMENTARY SCH BELFRY             088 16 15.7
 TE2049
 TE2049|---------------------------------------------------------------------|
 TE2049| PID    Reference Object                     Distance      Geod. Az  |
 TE2049|                                                           dddmmss.s |
 TE2049| TE2047 ESMOND ELEMENTARY SCH BELFRY        APPROX. 4.8 KM 0873922.8 |
 TE2049| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX. 4.8 KM 0882548.0 |
 TE2049| CO7477 CONE RM 1                            19.074 METERS 10718     |
 TE2049| CO7475 CONE AZ MK                                         1072638.3 |
 TE2049| CO7476 CONE AZ MK 2                                       1082318.0 |
 TE2049| TE2050 CONE 2                                9.272 METERS 17826     |
 TE2049| CO7478 CONE RM 2                            29.364 METERS 22811     |
 TE2049| CO7479 CONE 2 AZ MK                                       3595034.4 |
 TE2049|---------------------------------------------------------------------|
 TE2049
 TE2049                          SUPERSEDED SURVEY CONTROL
 TE2049
 TE2049  NAD 83(1986)-  48 02 08.06219(N)    099 49 35.97436(W) AD(       ) 2
 TE2049  NAD 27      -  48 02 08.03790(N)    099 49 34.50690(W) AD(       ) 2
 TE2049
 TE2049.Superseded values are not recommended for survey control.
 TE2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2049.See file dsdata.txt to determine how the superseded data were derived.
 TE2049
 TE2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3837820584(NAD 83)
 TE2049_MARKER: DS = TRIANGULATION STATION DISK
 TE2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2049
 TE2049  HISTORY     - Date     Condition        Report By
 TE2049  HISTORY     - 1946     MONUMENTED       CGS
 TE2049  HISTORY     - 1948     GOOD             CGS
 TE2049  HISTORY     - 1948     GOOD             CGS
 TE2049  HISTORY     - 1958     GOOD             CGS
 TE2049
 TE2049                          STATION DESCRIPTION
 TE2049
 TE2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2049'THE STATION IS LOCATED ABOUT 3 MILES WEST OF ESMOND ALONG THE
 TE2049'NORTH SIDE OF STATE HIGHWAY NO. 19 AT A SIDE ROAD TO THE NORTH.
 TE2049'IT IS ON THE HIGHEST POINT OF A CONE SHAPED KNOLL AND ABOUT 150
 TE2049'FEET EAST OF THE GRADED ROAD WHICH CIRCLES THE WEST SIDE OF
 TE2049'THE HILL IT IS 63 FEET WEST OF A FENCE WHICH IS ALONG THE EAST
 TE2049'SIDE OF THE SECTION LINE AND 11.5 FEET NORTH OF A WITNESS POST.
 TE2049'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CONE
 TE2049'1946.
 TE2049'
 TE2049'REFERENCE MARK NO. 1 IS 62.58 FEET EAST OF THE STATION AND 1 FOOT
 TE2049'WEST OF THE FENCE ALONG THE EAST SIDE OF THE SECTION LINE.  THE
 TE2049'MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED CONE NO 1
 TE2049'1946.
 TE2049'
 TE2049'REFERENCE MARK NO. 2 IS 96.34 FEET SOUTHWEST OF THE STATION AND
 TE2049'58 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE ROAD WHICH
 TE2049'CIRCLES THE WEST SIDE OF THE HILL.  THE MARK PROJECTS ABOUT 3
 TE2049'INCHES AND THE DISK IS STAMPED CONE NO 2 1946.
 TE2049'
 TE2049'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 TE2049'21 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF STATE HIGHWAY
 TE2049'NO. 19 AND 3 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE MARK
 TE2049'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED CONE 1946.
 TE2049'
 TE2049'TO REACH THE STATION FROM ESMOND WHERE STATE HIGHWAY NO. 19
 TE2049'TURNS WEST, GO WEST FOR 2.7 MILES TO THE AZIMUTH MARK ON THE
 TE2049'LEFT AS DESCRIBED.  CONTINUE WEST 0.3 MILE TO THE SIDE ROAD
 TE2049'RIGHT AND THE STATION AT THE TOP OF THE HILL ON THE RIGHT AS
 TE2049'DESCRIBED.
 TE2049'
 TE2049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TE2049
 TE2049                          STATION RECOVERY (1948)
 TE2049
 TE2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 TE2049'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN
 TE2049'GOOD CONDITION.
 TE2049'
 TE2049'A NEW AZIMUTH MARK WAS LOCATED ABOUT 30 FEET SOUTH TO SOUTH
 TE2049'RIGHT-OF-WAY LINE OF THE NEW HIGHWAY.
 TE2049
 TE2049                          STATION RECOVERY (1948)
 TE2049
 TE2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAM)
 TE2049'STATION IS LOCATED ON THE HIGHEST POINT OF A CONE SHAPED KNOLL.
 TE2049'ABOUT 3.0 MILE WEST OF ESMOND.  ON THE NORTH AND EAST SIDE OF
 TE2049'HIGHWAY NO. 19, AT A POINT WHERE THE HIGHWAY JOGS NORTH TO THE
 TE2049'SECTION LINE, WEST.  IT IS ABOUT 150 FEET EAST OF THE ROAD AT THIS
 TE2049'JOG NORTH.  65 FEET WEST OF A N-S SECTION LINE FENCE.  11.5
 TE2049'FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 TE2049'2 INCHES AND DISK IS STAMPED CONE 1946.
 TE2049'
 TE2049'R.M. NO. 1, IS 62.58 FEET EAST OF THE STATION.  1 FOOT WEST OF
 TE2049'THE N-S SECTION LINE FENCE.  THE MARK PROJECTS 1 INCH AND THE
 TE2049'DISK IS STAMPED CONE NO. 1 1946.
 TE2049'
 TE2049'R.M. NO. 2 IS 96.34 FEET SOUTHWEST OF THE STATION AND ABOUT 60
 TE2049'FEET EAST OF THE CENTERLINE OF THE PRESENT HIGHWAY, ON THE
 TE2049'SOUTHWEST SLOPE OF THE KNOLL.  MARK PROJECTS 3 INCHES AND
 TE2049'DISK IS STAMPED CONE NO. 2 1946.
 TE2049'
 TE2049'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHEAST OF STATION.  53
 TE2049'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS
 TE2049'3 INCHES AND DISK IS STAMPED CONE (RESET, 1948)
 TE2049
 TE2049                          STATION RECOVERY (1958)
 TE2049
 TE2049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TE2049'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 TE2049'FOUND IN GOOD CONDITION.
 TE2049'
 TE2049'THE STATE HIGHWAY DEPARTMENT REQUESTED THAT THE STATION AND
 TE2049'R.M. NO. 1 BE MOVED AS THEY WERE IN THE WAY OF HIGHWAY CONSTRUCTION.
 TE2049'A NEW STATION WAS ESTABLISHED 30.422 FEET SOUTH OF THE ORIGINAL
 TE2049'STATION.
 TE2049'
 TE2049'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN A CULTIVATED
 TE2049'FIELD.  THE LAND OWNER REQUESTED THAT THIS MARK BE MOVED OUT OF
 TE2049'THE WAY OF CULTIVATION.  SINCE THE MARK WAS FOUND TO BE
 TE2049'TILTED A NEW AZIMUTH MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2050 ***********************************************************************
 TE2050  DESIGNATION -  CONE 2
 TE2050  PID         -  TE2050
 TE2050  STATE/COUNTY-  ND/BENSON
 TE2050  USGS QUAD   -  ESMOND (1958)
 TE2050
 TE2050                         *CURRENT SURVEY CONTROL
 TE2050  ___________________________________________________________________
 TE2050* NAD 83(1996)-  48 02 07.75955(N)    099 49 35.96085(W)     ADJUSTED  
 TE2050* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TE2050  ___________________________________________________________________
 TE2050  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 TE2050  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TE2050
 TE2050  HORZ ORDER  -  THIRD
 TE2050
 TE2050.The horizontal coordinates were established by classical geodetic methods
 TE2050.and adjusted by the National Geodetic Survey in January 1998..
 TE2050.No horizontal observational check was made to the station.
 TE2050
 TE2050.The orthometric height was scaled from a topographic map.
 TE2050
 TE2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2050
 TE2050.The geoid height was determined by GEOID03.
 TE2050
 TE2050;                    North         East     Units Scale Factor Converg.
 TE2050;SPC ND N     -   115,345.912   650,210.234   MT  0.99993621   +0 30 03.8
 TE2050;SPC ND N     -   378,431.47  2,133,235.68   iFT  0.99993621   +0 30 03.8
 TE2050;UTM  14      - 5,320,575.217   438,377.722   MT  0.99964666   -0 36 52.9
 TE2050
 TE2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2050!SPC ND N     -   0.99992555  x   0.99993621  =   0.99986176
 TE2050!UTM  14      -   0.99992555  x   0.99964666  =   0.99957223
 TE2050
 TE2050:                Primary Azimuth Mark                     Grid Az
 TE2050:SPC ND N     -  ESMOND EVAN LUTH CH STEEPLE              087 49 07.7
 TE2050:UTM  14      -  ESMOND EVAN LUTH CH STEEPLE              088 56 04.4
 TE2050
 TE2050|---------------------------------------------------------------------|
 TE2050| PID    Reference Object                     Distance      Geod. Az  |
 TE2050|                                                           dddmmss.s |
 TE2050| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX. 4.8 KM 0881911.5 |
 TE2050| CO7480 CONE 2 RM 3                          17.797 METERS 09105     |
 TE2050| CO7478 CONE RM 2                            24.335 METERS 24514     |
 TE2050| TE2049 CONE                                  9.272 METERS 35826     |
 TE2050| CO7479 CONE 2 AZ MK                                       3594944.5 |
 TE2050|---------------------------------------------------------------------|
 TE2050
 TE2050                          SUPERSEDED SURVEY CONTROL
 TE2050
 TE2050  NAD 83(1986)-  48 02 07.76211(N)    099 49 35.96210(W) AD(       ) 3
 TE2050  NAD 27      -  48 02 07.73780(N)    099 49 34.49460(W) AD(       ) 3
 TE2050
 TE2050.Superseded values are not recommended for survey control.
 TE2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2050.See file dsdata.txt to determine how the superseded data were derived.
 TE2050
 TE2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3837820575(NAD 83)
 TE2050_MARKER: DS = TRIANGULATION STATION DISK
 TE2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2050
 TE2050  HISTORY     - Date     Condition        Report By
 TE2050  HISTORY     - 1958     MONUMENTED       CGS
 TE2050
 TE2050                          STATION DESCRIPTION
 TE2050
 TE2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TE2050'THE STATION IS LOCATED ABOUT 3 MILES WEST OF ESMOND ON THE SOUTH
 TE2050'SIDE OF STATE HIGHWAY 19.  IT IS ON THE TOP OF A HIGH BANK, ABOUT
 TE2050'175 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 30.5 FEET
 TE2050'WEST OF THE CENTERLINE EXTENDED OF A ROAD LEADING NORTH.  THE
 TE2050'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED CONE 2 1958.
 TE2050'
 TE2050'R.M. NO. 3 IS 58.39 FEET (SLOPE) EAST OF THE STATION AND ABOUT
 TE2050'175 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE MARK
 TE2050'PROJECTS 3 INCHES AND THE DISK IS STAMPED CONE 2 NO 3 1958.
 TE2050'
 TE2050'R.M. NO. 2 IS 79.84 FEET (SLOPE) WEST-SOUTHWEST OF THE STATION
 TE2050'AND ABOUT 206 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 TE2050'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CONE NO 2 1946.
 TE2050'
 TE2050'THE AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, ON THE
 TE2050'WEST EDGE OF THE SECTION-LINE ROAD AND 1 FOOT EAST OF A
 TE2050'RIGHT OF WAY FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 TE2050'DISK IS STAMPED CONE 2 1958.
 TE2050'
 TE2050'TO REACH THE STATION FROM ESMOND GO WEST ON STATE HIGHWAY 19
 TE2050'FOR ABOUT 3.0 MILES TO A SIDE ROAD RIGHT AND STATION ON TOP OF
 TE2050'HIGH BANK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0845 ***********************************************************************
 SN0845  DESIGNATION -  CONTROL
 SN0845  PID         -  SN0845
 SN0845  STATE/COUNTY-  ND/MCLEAN
 SN0845  USGS QUAD   -  WASHBURN (1980)
 SN0845
 SN0845                         *CURRENT SURVEY CONTROL
 SN0845  ___________________________________________________________________
 SN0845* NAD 83(1996)-  47 21 02.03059(N)    101 02 06.35960(W)     ADJUSTED  
 SN0845* NAVD 88     -       580.286  (meters)    1903.82   (feet)  ADJUSTED  
 SN0845  ___________________________________________________________________
 SN0845  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 SN0845  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SN0845  DYNAMIC HT  -         580.332 (meters)    1903.97  (feet)  COMP
 SN0845  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN0845
 SN0845  HORZ ORDER  -  FIRST
 SN0845  VERT ORDER  -  FIRST     CLASS II
 SN0845
 SN0845.The horizontal coordinates were established by classical geodetic methods
 SN0845.and adjusted by the National Geodetic Survey in January 1998..
 SN0845
 SN0845.The orthometric height was determined by differential leveling
 SN0845.and adjusted by the National Geodetic Survey in June 1991..
 SN0845
 SN0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0845
 SN0845.The geoid height was determined by GEOID03.
 SN0845
 SN0845.The dynamic height is computed by dividing the NAVD 88
 SN0845.geopotential number by the normal gravity value computed on the
 SN0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0845.degrees latitude (g = 980.6199 gals.).
 SN0845
 SN0845.The modeled gravity was interpolated from observed gravity values.
 SN0845
 SN0845;                    North         East     Units Scale Factor Converg.
 SN0845;SPC ND N     -    39,116.615   559,569.030   MT  1.00001730   -0 23 53.5
 SN0845;SPC ND N     -   128,335.35  1,835,856.40   iFT  1.00001730   -0 23 53.5
 SN0845;SPC ND S     -   187,319.518   559,570.671   MT  0.99997639   -0 23 25.1
 SN0845;SPC ND S     -   614,565.35  1,835,861.78   iFT  0.99997639   -0 23 25.1
 SN0845;UTM  14      - 5,246,130.347   346,297.868   MT  0.99989034   -1 29 49.7
 SN0845
 SN0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0845!SPC ND N     -   0.99991229  x   1.00001730  =   0.99992959
 SN0845!SPC ND S     -   0.99991229  x   0.99997639  =   0.99988868
 SN0845!UTM  14      -   0.99991229  x   0.99989034  =   0.99980264
 SN0845
 SN0845|---------------------------------------------------------------------|
 SN0845| PID    Reference Object                     Distance      Geod. Az  |
 SN0845|                                                           dddmmss.s |
 SN0845| CQ8138 CONTROL RM 1                         23.342 METERS 11436     |
 SN0845| SN0844 J 381                                20.241 METERS 27404     |
 SN0845| SN0842 H 381                                36.652 METERS 27751     |
 SN0845| SN1656 H 381 RESET                          27.712 METERS 27932     |
 SN0845| CQ8137 CONTROL AZ MK 3                                    3414415.3 |
 SN0845| CQ8136 CONTROL AZ MK RESET                                3540625.9 |
 SN0845| CQ8135 CONTROL AZ MK                                      3553624.0 |
 SN0845|---------------------------------------------------------------------|
 SN0845
 SN0845                          SUPERSEDED SURVEY CONTROL
 SN0845
 SN0845  NAD 83(1986)-  47 21 02.03126(N)    101 02 06.34787(W) AD(       ) 1
 SN0845  NAD 27      -  47 21 02.05200(N)    101 02 04.81800(W) AD(       ) 1
 SN0845  NGVD 29 (??/??/92)  579.875  (m)         1902.47   (f) ADJ UNCH    1 2
 SN0845
 SN0845.Superseded values are not recommended for survey control.
 SN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0845.See file dsdata.txt to determine how the superseded data were derived.
 SN0845
 SN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4629846130(NAD 83)
 SN0845_MARKER: DB = BENCH MARK DISK
 SN0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0845_STAMPING: CONTROL 1945
 SN0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0845+STABILITY: SURFACE MOTION
 SN0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN0845+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 SN0845
 SN0845  HISTORY     - Date     Condition        Report By
 SN0845  HISTORY     - 1945     MONUMENTED       CGS
 SN0845  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SN0845  HISTORY     - 1956     GOOD             CGS
 SN0845  HISTORY     - 1962     GOOD             NGS
 SN0845  HISTORY     - 1967     GOOD             USGS
 SN0845  HISTORY     - 1969     GOOD             CGS
 SN0845  HISTORY     - 1969     GOOD             NGS
 SN0845  HISTORY     - 1982     GOOD             NGS
 SN0845  HISTORY     - 20020618 GOOD             INDIV
 SN0845  HISTORY     - 20030527 GOOD             NDDT
 SN0845  HISTORY     - 20040615 GOOD             COMPA
 SN0845
 SN0845                          STATION DESCRIPTION
 SN0845
 SN0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SN0845'STATION IS LOCATED ABOUT 5 MILES N OF THE VILLAGE OF WASHBURN
 SN0845'AND NEAR THE NW CORNER OF THE WASHBURN AIRPORT.  IT IS 151
 SN0845'FEET E OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 83,
 SN0845'60 FEET E OF THE WASHBURN AIRPORT BEACON, 56.6 FEET E OF THE
 SN0845'SE CORNER OF THE BEACON CONTROL HOUSE, AND 15 FEET W OF A
 SN0845'N-S FENCE LINE.
 SN0845'
 SN0845'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 SN0845'SURFACE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 SN0845'CONTROL 1945.
 SN0845'
 SN0845'REFERENCE MARK 1 IS 76.58 FEET SE OF THE STATION, 1 FOOT S
 SN0845'OF AN E-W FENCE LINE, AND ON THE N EDGE OF THE AIRPORTS E-W
 SN0845'RUNWAY.  IT IS A BRONZE REFERENCE DISK FLUSH WITH THE GROUND
 SN0845'AND IS STAMPED CONTROL NO 1 1945.
 SN0845'
 SN0845'REFERENCE MARK 2 (B.M. J 381) IS W OF THE STATION, 15 FEET
 SN0845'N OF THE N EDGE OF THE BEACON CONTROL HOUSE, AND 1 FOOT N
 SN0845'OF A WOODEN WITNESS POST.  THE MARK IS IN THE CENTER OF THE
 SN0845'FOUR IRON LEGS OF THE AIRPORT BEACON.  IT IS A BRONZE BENCH-MARK
 SN0845'DISK STAMPED J 381 1945.  MARK PROJECTS ABOUT 5 INCHES.
 SN0845'
 SN0845'AZIMUTH MARK IS 0.45 MILE N OF THE STATION, 58 FEET N OF THE
 SN0845'APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, 32 FEET W OF
 SN0845'THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 83, AND 15 FEET
 SN0845'N OF A POLE.  IT IS A BRONZE AZIMUTH DISK STAMPED CONTROL
 SN0845'1945.  MARK PROJECTS 3 INCHES.
 SN0845'
 SN0845'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO B.M. J
 SN0845'381.  IT IS 20.241 METERS (66.41 FEET) W OF THE STATION.
 SN0845'THE BENCH MARK IS DIRECTLY BENEATH THE WASHBURN AIRPORT
 SN0845'BEACON.
 SN0845'
 SN0845'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO B.M. H
 SN0845'381.  IT IS 36.652 METERS (120.30 FEET) W OF THE STATION.
 SN0845'
 SN0845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 SN0845'AND MAIN STREET IN THE VILLAGE OF WASHBURN, GO N ON U.S.
 SN0845'HIGHWAY 83 FOR 4.6 MILES AND THE WASHBURN AIRPORT ON THE RIGHT
 SN0845'AND THE STATION.
 SN0845'
 SN0845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON U.S.
 SN0845'HIGHWAY 83 FOR 0.45 MILE TO A CROSS ROAD AND THE AZIMUTH
 SN0845'MARK AS DESCRIBED.
 SN0845'
 SN0845'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 SN0845
 SN0845                          STATION RECOVERY (1948)
 SN0845
 SN0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 SN0845'STATION IS LOCATED ABOUT 5 MILES NORTH OF THE VILLAGE OF
 SN0845'WASHBURN AND IN THE NORTHWEST CORNER OF THE WASHBURN AIRPORT.
 SN0845'IT IS 60 FEET EAST OF THE WASHBURN AIRPORT BEACON, 56.6 FEET
 SN0845'OF THE SOUTHEAST CORNER OF THE BEACON CONTROL HOUSE, AND 15
 SN0845'FEET WEST OF A NORTH-SOUTH FENCE LINE.
 SN0845'
 SN0845'THE SURFACE MARK IS SET IN A SQUARE CONCRETE POST THAT IS
 SN0845'FLUSH WITH THE GROUND.  IT IS STAMPED CONTROL 1945.
 SN0845'
 SN0845'REFERENCE MARK NO. 1 IS 76.58 FEET SOUTHEAST OF THE STATION,
 SN0845'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD DISK
 SN0845'STAMPED CONTROL NO. 1 1948 SET IN A SQUARE BLOCK OF CONCRETE
 SN0845'THAT IS FLUSH WITH THE GROUND.
 SN0845'
 SN0845'REFERENCE MARK NO. 2 (B.M.J-381) IS WEST OF THE STATION, 15
 SN0845'FEET NORTH OF THE NORTH EDGE OF THE CONTROL HOUSE, 1 FOOT
 SN0845'NORTH OF A WITNESS POST.  THE MARK IS IN THE CENTER OF THE
 SN0845'FOUR IRON LEGS OF THE AIRPORT BEACON.  IT IS A BRONZE BENCH
 SN0845'MARK DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 SN0845'THE MARK IS STAMPED J 381 1945.
 SN0845'
 SN0845'U.S.C. AND G. BENCH MARK H 381, RESET 1948 IS 27.170 METERS
 SN0845'WEST OF THE STATION, 7.805 M NORTHWEST OF THE CENTER OF THE
 SN0845'AIRPORT BEACON, 10.70 METERS NORTHWEST OF THE NORTHWEST
 SN0845'CORNER OF THE CONTROL HOUSE, 1.50 METERS SOUTHWEST OF THE
 SN0845'FENCE CORNER.  THE MARK PROJECTS 2 INCHES.  THE MARK IS STAMPED
 SN0845'H 381 1946 RESET 1948.
 SN0845'
 SN0845'THE AZIMUTH MARK IS 0.45 MILE NORTH OF THE STATION, 43 FEET NORTH
 SN0845'OF THE CENTERLINE OF THE EAST-WEST GRAVEL ROAD, 3 FEET NORTHEAST
 SN0845'OF A TELEPHONE POLE, 2 FEET NORTH OF THE NORTH FENCE LINE
 SN0845'OF THE GRAVEL ROAD, 4 FEET EAST OF THE WEST RIGHT OF WAY OF
 SN0845'U.S. ROUTE NO. 83.  MARKED WITH A STANDARD AZIMUTH DISK SET
 SN0845'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 SN0845'ABOVE THE GROUND.  THE DISTANCE TO THE CENTERLINE OF U.S.
 SN0845'ROUTE NO. 83 WAS NOT RECORDED AS THIS ROAD IS BEING RELOCATED
 SN0845'AND THE PRESENT CENTER WILL NOT BE THE CENTER OF THE NEW
 SN0845'ROAD.  THE MARK IS STAMPED CONTROL 1945 RESET 1948.
 SN0845'
 SN0845'TO REACH FROM THE JUNCTION OF U.S. ROUTE NO. 83 AND THE
 SN0845'MAIN STREET IN WASHBURN GO NORTH ON U.S. ROUTE NO. 83 FOR
 SN0845'4.6 MILES TO THE WASHBURN AIRPORT ON THE EAST SIDE OF THE
 SN0845'ROAD AND THE STATION.
 SN0845'
 SN0845'NOTE--AZIMUTH MARK STAMPED CONTROL 1945 RECEIVED AT THIS
 SN0845'OFFICE 6/24/48.
 SN0845
 SN0845                          STATION RECOVERY (1956)
 SN0845
 SN0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 SN0845'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN0845'CONDITION.  THE 1948 DESCRIPTION IS ADEQUATE.
 SN0845
 SN0845                          STATION RECOVERY (1962)
 SN0845
 SN0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0845'3.5 MI SE FROM FALKIRK.
 SN0845'3 MILE EAST SOUTHEAST ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0845'STATION AT FALKIRK, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 83, AT
 SN0845'THE NORTHWEST CORNER OF THE WASHBURN INTERMEDIATE AIRPORT, AT THE
 SN0845'BEACON LIGHT, 61 FEET EAST OF THE SOUTHEAST LEG OF THE BEACON, 57.2
 SN0845'FEET EAST NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 19.7 FEET
 SN0845'SOUTH OF A FENCE LINE, 34.3 FEET SOUTHWEST OF A FENCE CORNER, 1.9 FEET
 SN0845'SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK IN THE
 SN0845'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 SN0845
 SN0845                          STATION RECOVERY (1967)
 SN0845
 SN0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SN0845'STATION AND R.M. 1 FOUND IN GOOD CONDITION.  A NEW AZIMUTH
 SN0845'MARK WAS SET 0.4 MILE NNW OF STATION, 580 FEET W OF CROSS
 SN0845'ROADS, 78 FEET S OF E-W ROAD, 2 FEET E OF POWER LINE POLE AND
 SN0845'STAMPED CONTROL AZ MK 1967.
 SN0845
 SN0845                          STATION RECOVERY (1969)
 SN0845
 SN0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SN0845'STATION MARK, BM J 381 1945, BM H 381 RESET 1948 AND R.M. NO.
 SN0845'1 WERE RECOVERED IN GOOD CONDITION.  AZIMUTH MARK 1948 WAS
 SN0845'NOT RECOVERED AND APPEARS DESTROYED BY GRADER OPERATIONS, BUT
 SN0845'AN AZIMUTH MARK SET BY U.S.G.S. IN 1967 WAS RECOVERED IN GOOD
 SN0845'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 SN0845'TO THE MARKS AND A DIFFERENCE OF 0.540 METERS WAS FOUND IN
 SN0845'THE DISTANCE TO BM H 381 RESET 1948.
 SN0845'
 SN0845'FOLLOWING IS A NEW DESCRIPTION--
 SN0845'
 SN0845'STATION IS LOCATED ABOUT 5 MILES NORTH OF WASHBURN AND AT THE
 SN0845'NORTHWEST CORNER OF THE AIRPORT.  STATION, A STANDARD DISK
 SN0845'SET IN THE TOP OF A SQUARE CONCRETE POST AND STAMPED CONTROL 1945,
 SN0845'IS 151 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 61
 SN0845'FEET EAST OF THE SOUTHEAST LEG OF THE AIRPORT BEACON AND 57
 SN0845'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BUILDING.
 SN0845'THE MARK IS FLUSH WITH THE GROUND.
 SN0845'
 SN0845'TO REACH FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY
 SN0845'83 IN WASHBURN, GO NORTH ON U.S. HIGHWAY 83 FOR 4.6 MILES TO
 SN0845'AIRPORT BEACON ON RIGHT AND STATION AS DESCRIBED.  CONTINUE
 SN0845'NORTH ON U.S. HIGHWAY 83 FOR 0.45 MILE TO CROSSROADS, TURN
 SN0845'LEFT AND GO 0.1 MILE TO AZIMUTH MARK ON LEFT (SOUTH) SIDE
 SN0845'OF ROAD.
 SN0845'
 SN0845'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 SN0845'SQUARE CONCRETE POST AND STAMPED CONTROL NO 1 1945, IS 136
 SN0845'FEET SOUTHEAST OF CENTER OF BEACON, 121 FEET EAST-SOUTHEAST
 SN0845'OF THE SOUTHEAST CORNER OF A SMALL BUILDING AND 118 FEET WEST
 SN0845'OF THE WEST RUNWAY LIGHT.  THE MARK IS FLUSH WITH THE GROUND.
 SN0845'
 SN0845'BM J 381 1945 (R.M. NO. 2) IS UNDER THE BEACON AND IS A STANDARD
 SN0845'BENCH MARK DISK SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 SN0845'WITH THE GROUND.  THE DISK IS STAMPED J 381 1945.
 SN0845'
 SN0845'H 381 RESET 1948, (R.M. NO. 3) IS A STANDARD BENCH MARK DISK
 SN0845'SET IN THE TOP OF A CONCRETE POST AND STAMPED H 381 RESET
 SN0845'1948.  IT IS 25-1/2 FEET NORTHWEST OF THE CENTER OF BEACON
 SN0845'AND 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF CONTROL
 SN0845'BUILDING.  THE MARK IS SET FLUSH WITH THE GROUND.
 SN0845'
 SN0845'AZIMUTH MARK, IS A GEOLOGICAL SURVEY DISK CLAMPED TO THE TOP
 SN0845'OF A COPPERWELD ROAD WHICH IS DRIVEN IN THE GROUND AND PROTECTED
 SN0845'BY A TILE PIPE.  THE MARK IS 75 FEET SOUTH OF THE CENTERLINE
 SN0845'OF AN EAST-WEST ROAD, 3 FEET EAST OF A POWERLINE POLE AND 1
 SN0845'FOOT WEST OF A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE
 SN0845'GROUND AND THE DISK IS STAMPED CONTROL 1967 AZIMUTH MARK.
 SN0845'
 SN0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE N
 SN0845'OF WASHBURN
 SN0845
 SN0845                          STATION RECOVERY (1969)
 SN0845
 SN0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SN0845'RECOVERED IN GOOD CONDITION.
 SN0845
 SN0845                          STATION RECOVERY (1982)
 SN0845
 SN0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0845'RECOVERED IN GOOD CONDITION.
 SN0845
 SN0845                          STATION RECOVERY (2002)
 SN0845
 SN0845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RL)
 SN0845'RECOVERED BY EMPLOYEE OF COMPASSCOM, INC.
 SN0845
 SN0845                          STATION RECOVERY (2003)
 SN0845
 SN0845'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (WP)
 SN0845'ON US 83 AT WASHBURN, PROCEED NORTH TO ND 200A. TURN RIGHT AND GO 3.35
 SN0845'MILES ON ND 200A TO MILE MARKER 929 AND ADDRESS 440 23RD AVE SW AT A
 SN0845'LOCAL AIRPORT ENTRANCE. STATION IS APPROX. 320 FT SE OF THIS ENTRANCE,
 SN0845'AND 85.8 FT SW OF A CONCRETE PARKING AREA. STATION IS ALSO 66.6 FT
 SN0845'EAST OF USCGS BM J381 DATED 1945. STATION IS ALSO 154 FT EAST OF THE
 SN0845'CENTERLINE OF ND 200A.
 SN0845
 SN0845                          STATION RECOVERY (2004)
 SN0845
 SN0845'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 SN0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1200 ***********************************************************************
 TD1200  DESIGNATION -  CONWAY
 TD1200  PID         -  TD1200
 TD1200  STATE/COUNTY-  ND/WALSH
 TD1200  USGS QUAD   -  PISEK (1963)
 TD1200
 TD1200                         *CURRENT SURVEY CONTROL
 TD1200  ___________________________________________________________________
 TD1200* NAD 83(1996)-  48 15 36.03379(N)    097 38 38.53202(W)     ADJUSTED  
 TD1200* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 TD1200  ___________________________________________________________________
 TD1200  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 TD1200  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 TD1200
 TD1200  HORZ ORDER  -  FIRST
 TD1200
 TD1200.The horizontal coordinates were established by classical geodetic methods
 TD1200.and adjusted by the National Geodetic Survey in January 1998..
 TD1200
 TD1200.The orthometric height was scaled from a topographic map.
 TD1200
 TD1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1200
 TD1200.The geoid height was determined by GEOID03.
 TD1200
 TD1200;                    North         East     Units Scale Factor Converg.
 TD1200;SPC ND N     -   144,022.035   811,992.905   MT  0.99994051   +2 07 30.8
 TD1200;SPC ND N     -   472,513.24  2,664,018.72   iFT  0.99994051   +2 07 30.8
 TD1200;UTM  14      - 5,346,088.508   600,638.409   MT  0.99972444   +1 00 42.7
 TD1200
 TD1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1200!SPC ND N     -   0.99995872  x   0.99994051  =   0.99989924
 TD1200!UTM  14      -   0.99995872  x   0.99972444  =   0.99968317
 TD1200
 TD1200|---------------------------------------------------------------------|
 TD1200| PID    Reference Object                     Distance      Geod. Az  |
 TD1200|                                                           dddmmss.s |
 TD1200| CO7482 CONWAY RM 1                          21.312 METERS 01332     |
 TD1200| CO7481 CONWAY AZ MK                                       1823614.1 |
 TD1200| CO7483 CONWAY RM 2                          15.539 METERS 27335     |
 TD1200| TD1217 PARK RIVER ATT MICROWAVE            APPROX.12.1 KM 2984507.2 |
 TD1200|---------------------------------------------------------------------|
 TD1200
 TD1200                          SUPERSEDED SURVEY CONTROL
 TD1200
 TD1200  NAD 83(1986)-  48 15 36.03173(N)    097 38 38.53086(W) AD(       ) 1
 TD1200  NAD 27      -  48 15 36.06240(N)    097 38 37.22975(W) AD(       ) 1
 TD1200
 TD1200.Superseded values are not recommended for survey control.
 TD1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1200.See file dsdata.txt to determine how the superseded data were derived.
 TD1200
 TD1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU0063846089(NAD 83)
 TD1200_MARKER: DS = TRIANGULATION STATION DISK
 TD1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1200
 TD1200  HISTORY     - Date     Condition        Report By
 TD1200  HISTORY     - 1967     MONUMENTED       CGS
 TD1200
 TD1200                          STATION DESCRIPTION
 TD1200
 TD1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1200'THE STATION IS ABOUT 7-1/2 MILES NORTH OF INKSTER, 5-1/4 MILES
 TD1200'SOUTHWEST OF VESELEYVILLE, 2-1/2 MILES NORTHEAST OF CONWAY
 TD1200'AND ON PROPERTY OWNED BY BEN AND BOB GREICAR, NEAR THE REMAINS
 TD1200'OF AN OLD BUILDING.
 TD1200'
 TD1200'TO REACH THE STATION FROM THE POST OFFICE IN PARK RIVER, GO
 TD1200'NORTH ON BRIGGS AVENUE SOUTH FOR 0.25 MILE TO THE JUNCTION WITH
 TD1200'STATE HIGHWAY 17.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 17
 TD1200'FOR 5.4 MILES TO STATE HIGHWAY 18.  TURN RIGHT AND GO SOUTH ON
 TD1200'STATE HIGHWAY 18 FOR 6.1 MILES TO COUNTY ROAD 15.  CONTINUE SOUTH
 TD1200'FOR 3.95 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 TD1200'GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  (TO REACH THE
 TD1200'AZIMUTH MARK FROM THIS POINT, CONTINUE WEST FOR 0.05 MILE TO THE
 TD1200'MARK ON THE RIGHT).  TURN RIGHT AND GO NORTH ON A GRAVELED
 TD1200'ROAD FOR 0.5 MILE TO A FIELD ENTRANCE ROAD AND THE STATION ON
 TD1200'THE LEFT.
 TD1200'
 TD1200'THE STATION MARK IS A STANDARD DISK, STAMPED CONWAY 1967, SET
 TD1200'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1200'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 124.0
 TD1200'FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD, 57.0 FEET WEST
 TD1200'OF THE CENTERLINE OF THE GRAVELED ROAD AND 4.7 FEET NORTHWEST
 TD1200'OF A WITNESS POST.  THE UNDERGROUND STATION MARK IS SET 54
 TD1200'INCHES BELOW THE GROUND SURFACE.
 TD1200'
 TD1200'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CONWAY NO 1 1967,
 TD1200'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 6 FOOT CONCRETE
 TD1200'STEP OF THE OLD BUILDING, THAT PROJECTS 2 FEET ABOVE THE GROUND
 TD1200'SURFACE.  IT IS 72.3 FEET NORTH OF THE WITNESS POST, 57.0 FEET
 TD1200'SOUTH OF THE CENTERLINE OF THE FIELD ROAD, 41.0 FEET WEST OF
 TD1200'THE CENTERLINE OF THE GRAVELED ROAD AND 2 FEET HIGHER THAN THE
 TD1200'STATION MARK.
 TD1200'
 TD1200'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CONWAY NO 2 1967,
 TD1200'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1200'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 108.0
 TD1200'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 53.1 FEET
 TD1200'WEST OF THE WITNESS POST, 10.0 FEET NORTH OF THE NORTH EDGE OF A
 TD1200'SHELTER BELT AND 1.0 FEET HIGHER THAN THE STATION.
 TD1200'
 TD1200'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CONWAY 1967, SET
 TD1200'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1200'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.0 FEET
 TD1200'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1.9 FEET WEST OF
 TD1200'A WITNESS POST AND 1.6 FEET EAST OF A TELEPHONE LINE POLE.
 TD1200'
 TD1200'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0407 ***********************************************************************
 RS0407  DESIGNATION -  COOK
 RS0407  PID         -  RS0407
 RS0407  STATE/COUNTY-  ND/ADAMS
 RS0407  USGS QUAD   -  LONG BUTTE (1974)
 RS0407
 RS0407                         *CURRENT SURVEY CONTROL
 RS0407  ___________________________________________________________________
 RS0407* NAD 83(1996)-  46 10 30.37680(N)    102 18 38.81824(W)     ADJUSTED  
 RS0407* NAVD 88     -       855.39   (+/-2cm)    2806.4    (feet)  VERTCON   
 RS0407  ___________________________________________________________________
 RS0407  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 RS0407  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 RS0407
 RS0407  HORZ ORDER  -  FIRST
 RS0407  VERT ORDER  -  THIRD ? (See Below)
 RS0407
 RS0407.The horizontal coordinates were established by classical geodetic methods
 RS0407.and adjusted by the National Geodetic Survey in January 1998..
 RS0407
 RS0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0407.The vertical order pertains to the NGVD 29 superseded value.
 RS0407
 RS0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0407
 RS0407.The geoid height was determined by GEOID03.
 RS0407
 RS0407;                    North         East     Units Scale Factor Converg.
 RS0407;SPC ND S     -    58,127.980   460,186.078   MT  1.00000163   -1 19 14.7
 RS0407;SPC ND S     -   190,708.60  1,509,796.84   iFT  1.00000163   -1 19 14.7
 RS0407;UTM  13      - 5,117,018.804   707,571.430   MT  1.00012968   +1 56 27.1
 RS0407
 RS0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0407!SPC ND S     -   0.99986881  x   1.00000163  =   0.99987044
 RS0407!UTM  13      -   0.99986881  x   1.00012968  =   0.99999847
 RS0407
 RS0407:                Primary Azimuth Mark                     Grid Az
 RS0407:SPC ND S     -  Y 96                                     180 41 14.7
 RS0407:UTM  13      -  Y 96                                     177 25 32.9
 RS0407
 RS0407|---------------------------------------------------------------------|
 RS0407| PID    Reference Object                     Distance      Geod. Az  |
 RS0407|                                                           dddmmss.s |
 RS0407| RS0064 Y 96                                               1792200.0 |
 RS0407| CQ8140 COOK AZ MK                                         1795359.8 |
 RS0407| CQ8141 COOK RM 1                            23.468 METERS 19543     |
 RS0407| CQ8142 COOK RM 2                             7.660 METERS 25452     |
 RS0407|---------------------------------------------------------------------|
 RS0407
 RS0407                          SUPERSEDED SURVEY CONTROL
 RS0407
 RS0407  NAD 83(1986)-  46 10 30.36878(N)    102 18 38.81710(W) AD(       ) 1
 RS0407  NAD 27      -  46 10 30.36400(N)    102 18 37.25300(W) AD(       ) 1
 RS0407  NGVD 29 (07/19/86)  854.88   (m)         2804.7    (f) LEVELING    3  
 RS0407
 RS0407.Superseded values are not recommended for survey control.
 RS0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0407.See file dsdata.txt to determine how the superseded data were derived.
 RS0407
 RS0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM0757117019(NAD 83)
 RS0407_MARKER: DS = TRIANGULATION STATION DISK
 RS0407_SETTING: 66 = SET IN ROCK OUTCROP
 RS0407
 RS0407  HISTORY     - Date     Condition        Report By
 RS0407  HISTORY     - 1934     MONUMENTED       CGS
 RS0407  HISTORY     - 1951     GOOD             CGS
 RS0407
 RS0407                          STATION DESCRIPTION
 RS0407
 RS0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0407'STATION IS LOCATED NEAR THE NE CORNER OF THE NE 1/4 OF SEC. 16,
 RS0407'T 131 N, R 93 W, 7.75 MILES W AND 16 MILES N OF LEMMON, SOUTH
 RS0407'DAKOTA, AND ABOUT 2 MILES S OF THE HETTINGER COUNTY LINE.  ABOUT
 RS0407'0.1 MILE W OF N AND S SECTION LINE ROAD, ON TOP OF PROMINENT
 RS0407'BUTTE THAT RUNS N AND S AND IS ABOUT 250 FEET LONG AND 100 FEET
 RS0407'WIDE ON THE TOP.  IT IS ON THE HIGHEST POINT OF THE FLAT
 RS0407'TOPPED BUTTE, 130 FEET S OF THE N RIM, 100 FEET N OF THE S RIM,
 RS0407'60 FEET E OF THE W RIM, AND 30 FEET W OF THE E RIM.
 RS0407'
 RS0407'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 RS0407'IN TOP OF A SMALL OUTCROPPING BEDROCK, WHICH IS ALMOST FLUSH WITH
 RS0407'THE SURFACE OF THE GROUND, AND SURROUNDED BY A TRIANGLE CHISELED
 RS0407'IN THE ROCK.
 RS0407'
 RS0407'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN
 RS0407'DEPRESSIONS IN OUTCROPPING BEDROCK.
 RS0407'
 RS0407'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS
 RS0407'DESCRIBED.
 RS0407'
 RS0407'REFERENCE MARK NO. 1 IS 23.468 METERS (76.99 FEET) SSW OF
 RS0407'STATION, ABOUT 12 FEET E OF W RIM OF BUTTE, ALMOST FLUSH WITH
 RS0407'GROUND.
 RS0407'
 RS0407'REFERENCE MARK NO. 2 IS 7.660 METERS (25.13 FEET) W OF STATION.
 RS0407'
 RS0407'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE DIRECTLY S OF STATION AT
 RS0407'GATE AND CROSSROADS, 103 FEET W OF CENTER LINE OF N AND S ROAD,
 RS0407'33 FEET N OF CENTER LINE OF E AND W ROAD.  MARK PROJECTS ABOUT
 RS0407'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 RS0407'
 RS0407'STATION IS REACHED FROM LEMMON BY GOING W ON U.S. HIGHWAY 12
 RS0407'FOR 5.2 MILES, THEN LEAVE U.S. HIGHWAY 12 TURN RIGHT AND GO N ON
 RS0407'GRADED DIRT ROAD FOR 8.0 MILES, TURN LEFT AND GO W ON GRADED DIRT
 RS0407'ROAD FOR 0.5 MILE TURN RIGHT AND GO N ON GRADED DIRT ROAD 2.0
 RS0407'MILES, TURN LEFT AND GO W 0.5 MILE, TURN RIGHT AND GO N 1.0
 RS0407'MILE, TURN LEFT AND GO W 1.0 MILE, TURN RIGHT AND GO N 5.0
 RS0407'MILES, TO STATION, WHICH IS ABOUT 0.1 MILE W OF ROAD.  TO ENTER
 RS0407'PASTURE GO THROUGH GATE 1.0 MILE S OF STATION.  STATION MAY BE
 RS0407'DRIVEN TO BY GOING UP THE W SIDE OF THE BUTTE.
 RS0407'
 RS0407'HEIGHT OF LIGHT ABOVE STATION MARK - 0.8 METER.
 RS0407
 RS0407                          STATION RECOVERY (1951)
 RS0407
 RS0407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0407'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 RS0407'GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN MOVED BY A ROAD
 RS0407'GRADER.  THE DISK WAS REMOVED AND FORWARDED TO THE WASHINGTON
 RS0407'OFFICE.  BENCH MARK Y 96 WAS ESTABLISHED AS AN AZIMUTH MARK.
 RS0407'A DISAGREEMENT IN DIRECTION TO REFERENCE MARK NO. 2 WAS NOTED.
 RS0407'DUE TO RECENT ROAD CONSTRUCTION NEW DIRECTIONS TO REACH THE
 RS0407'STATION WILL FOLLOW.  EXCEPT FOR THE ABOVE THE ORIGINAL
 RS0407'DESCRIPTION IS CORRECT AND ADEQUATE.
 RS0407'
 RS0407'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 21
 RS0407'AT THE SCHOOLHOUSE IN THE SOUTHEAST SECTION OF MOTT.  GO SOUTH
 RS0407'ON HIGHWAY 8 FOR 0.5 MILE TO A POINT WHERE THE HIGHWAY TURNS
 RS0407'WEST.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR O.5 MILES TO A
 RS0407'T-ROAD.  TURN LEFT AND GO EAST 0.5 MILE.  TURN RIGHT AND GO SOUTH
 RS0407'FOR 4.45 MILES (AT THIS POINT A BRIDGE WAS OUT).  BEAR WEST FOR
 RS0407'A SHORT DISTANCE THENCE EAST FOR 0.25 MILE TO A NORTH-SOUTH
 RS0407'ROAD.  BEAR RIGHT AND GO SOUTH ON THE MAIN ROAD FOR 5.0 MILES
 RS0407'TO A CROSSROADS AT THE NORTHEAST BASE OF THE BUTTE.  TURN
 RS0407'RIGHT AND GO WEST 0.1 MILE TO THE EAST EDGE OF A CULTIVATED
 RS0407'FIELD.  TURN LEFT AND GO SOUTH ACROSS A MEADOW FOR 0.1
 RS0407'MILE TO THE WEST SLOPE OF THE BUTTE AND THE END OF TRUCK
 RS0407'TRAVEL.  FROM THIS POINT PACK EAST FOR ABOUT 200 FEET TO THE
 RS0407'TOP OF THE BUTTE AND THE STATION.
 RS0407'
 RS0407'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS AT THE NORTHEAST
 RS0407'BASE OF THE BUTTE.  GO SOUTH FOR 1.1 MILES TO THE MARK ON THE
 RS0407'RIGHT.
 RS0407'
 RS0407'THE STATION IS A STANDARD DISK WEDGED IN A DRILLED HOLE IN
 RS0407'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.  THE DISK IS
 RS0407'STAMPED COOK 1934.
 RS0407'
 RS0407'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILLED HOLE
 RS0407'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.  THE DISK
 RS0407'IS STAMPED COOK NO 1 1934.
 RS0407'
 RS0407'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILLED HOLE
 RS0407'IN OUTCROPPING WHICH IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 RS0407'COOK NO 2 1934.
 RS0407'
 RS0407'BENCH MARK Y 96 (AZ. MK.) IS AT THE SOUTHEAST EDGE OF A CULTIVATED
 RS0407'FIELD AND 69 FEET NORTHWEST OF THE CENTER OF THE CROSSROADS.
 RS0407'THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 RS0407'6-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS
 RS0407'STAMPED Y 96 1934.
 RS0407'
 RS0407'HEIGHT OF LIGHT ABOVE STATION MARK - 0.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1745 ***********************************************************************
 SN1745  DESIGNATION -  COOK
 SN1745  PID         -  SN1745
 SN1745  STATE/COUNTY-  ND/MERCER
 SN1745  USGS QUAD   -  EMMET SW (1967)
 SN1745
 SN1745                         *CURRENT SURVEY CONTROL
 SN1745  ___________________________________________________________________
 SN1745* NAD 83(1996)-  47 30 19.20048(N)    101 41 29.70203(W)     ADJUSTED  
 SN1745* NAVD 88     -       603.     (meters)    1978.     (feet)  SCALED    
 SN1745  ___________________________________________________________________
 SN1745  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 SN1745  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN1745
 SN1745  HORZ ORDER  -  SECOND
 SN1745
 SN1745.The horizontal coordinates were established by classical geodetic methods
 SN1745.and adjusted by the National Geodetic Survey in January 1998..
 SN1745
 SN1745.The orthometric height was scaled from a topographic map.
 SN1745
 SN1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1745
 SN1745.The geoid height was determined by GEOID03.
 SN1745
 SN1745;                    North         East     Units Scale Factor Converg.
 SN1745;SPC ND S     -   205,069.624   510,233.956   MT  1.00000443   -0 52 08.8
 SN1745;SPC ND S     -   672,800.60  1,673,995.92   iFT  1.00000443   -0 52 08.8
 SN1745;SPC ND N     -    56,877.886   510,235.695   MT  0.99998662   -0 53 12.1
 SN1745;SPC ND N     -   186,607.24  1,674,001.62   iFT  0.99998662   -0 53 12.1
 SN1745;UTM  14      - 5,264,834.028   297,314.548   MT  1.00010488   -1 59 07.0
 SN1745
 SN1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1745!SPC ND S     -   0.99990846  x   1.00000443  =   0.99991289
 SN1745!SPC ND N     -   0.99990846  x   0.99998662  =   0.99989508
 SN1745!UTM  14      -   0.99990846  x   1.00010488  =   1.00001333
 SN1745
 SN1745:                Primary Azimuth Mark                     Grid Az
 SN1745:SPC ND S     -  CHIPPEWA                                 012 57 27.1
 SN1745:SPC ND N     -  CHIPPEWA                                 012 58 30.4
 SN1745:UTM  14      -  CHIPPEWA                                 014 04 25.3
 SN1745
 SN1745|---------------------------------------------------------------------|
 SN1745| PID    Reference Object                     Distance      Geod. Az  |
 SN1745|                                                           dddmmss.s |
 SN1745| SN1746 CHIPPEWA                            APPROX. 5.4 KM 0120518.3 |
 SN1745|---------------------------------------------------------------------|
 SN1745
 SN1745                          SUPERSEDED SURVEY CONTROL
 SN1745
 SN1745  NAD 83(1986)-  47 30 19.19866(N)    101 41 29.69505(W) AD(       ) 2
 SN1745  NAD 27      -  47 30 19.19800(N)    101 41 28.08500(W) AD(       ) 2
 SN1745
 SN1745.Superseded values are not recommended for survey control.
 SN1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1745.See file dsdata.txt to determine how the superseded data were derived.
 SN1745
 SN1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9731564834(NAD 83)
 SN1745_MARKER: Z = SEE DESCRIPTION
 SN1745_SETTING: 0 = UNSPECIFIED SETTING
 SN1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1745
 SN1745  HISTORY     - Date     Condition        Report By
 SN1745  HISTORY     - 1889     MONUMENTED       CGS
 SN1745
 SN1745                          STATION DESCRIPTION
 SN1745
 SN1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1889
 SN1745'IS ON RIGHT BANK, 1-1/4 MILES SOUTH FROM COOKS RANCH, ON
 SN1745'PROMINENT HILL NEAR EDGE OF BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0842 ***********************************************************************
 SO0842  DESIGNATION -  COOK
 SO0842  PID         -  SO0842
 SO0842  STATE/COUNTY-  ND/GOLDEN VALLEY
 SO0842  USGS QUAD   -  ROOSEVELT CREEK WEST (1974)
 SO0842
 SO0842                         *CURRENT SURVEY CONTROL
 SO0842  ___________________________________________________________________
 SO0842* NAD 83(1996)-  47 09 19.00424(N)    103 44 08.48274(W)     ADJUSTED  
 SO0842* NAVD 88     -       833.4    (meters)    2734.     (feet)  VERTCON   
 SO0842  ___________________________________________________________________
 SO0842  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 SO0842  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 SO0842
 SO0842  HORZ ORDER  -  FIRST
 SO0842
 SO0842.The horizontal coordinates were established by classical geodetic methods
 SO0842.and adjusted by the National Geodetic Survey in January 1998..
 SO0842
 SO0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0842
 SO0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0842
 SO0842.The geoid height was determined by GEOID03.
 SO0842
 SO0842;                    North         East     Units Scale Factor Converg.
 SO0842;SPC ND S     -   170,524.377   354,701.562   MT  0.99995149   -2 21 36.2
 SO0842;SPC ND S     -   559,463.18  1,163,719.04   iFT  0.99995149   -2 21 36.2
 SO0842;SPC ND N     -    22,419.740   354,676.248   MT  1.00006624   -2 24 28.0
 SO0842;SPC ND N     -    73,555.58  1,163,635.98   iFT  1.00006624   -2 24 28.0
 SO0842;SPC MT       -   338,898.053 1,036,480.205   MT  0.99939573   +4 12 59.8
 SO0842;SPC MT       - 1,111,870.25  3,400,525.61   iFT  0.99939573   +4 12 59.8
 SO0842;UTM  13      - 5,223,195.298   595,840.517   MT  0.99971289   +0 55 37.4
 SO0842
 SO0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0842!SPC ND S     -   0.99987197  x   0.99995149  =   0.99982347
 SO0842!SPC ND N     -   0.99987197  x   1.00006624  =   0.99993820
 SO0842!SPC MT       -   0.99987197  x   0.99939573  =   0.99926778
 SO0842!UTM  13      -   0.99987197  x   0.99971289  =   0.99958490
 SO0842
 SO0842|---------------------------------------------------------------------|
 SO0842| PID    Reference Object                     Distance      Geod. Az  |
 SO0842|                                                           dddmmss.s |
 SO0842| CQ8139 COOK RM                              30.640 METERS 21201     |
 SO0842| SO0845 TROTTER                             APPROX.20.1 KM 3313530.3 |
 SO0842|---------------------------------------------------------------------|
 SO0842
 SO0842                          SUPERSEDED SURVEY CONTROL
 SO0842
 SO0842  NAD 83(1986)-  47 09 19.00068(N)    103 44 08.47665(W) AD(       ) 1
 SO0842  NAD 27      -  47 09 18.94800(N)    103 44 06.77400(W) AD(       ) 1
 SO0842  NGVD 29 (07/19/86)  832.8    (m)         2732.     (f) VERT ANG       
 SO0842
 SO0842.Superseded values are not recommended for survey control.
 SO0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0842.See file dsdata.txt to determine how the superseded data were derived.
 SO0842
 SO0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN9584123195(NAD 83)
 SO0842_MARKER: DS = TRIANGULATION STATION DISK
 SO0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0842
 SO0842  HISTORY     - Date     Condition        Report By
 SO0842  HISTORY     - 1912     MONUMENTED       CGS
 SO0842  HISTORY     - 1935     GOOD             CGS
 SO0842
 SO0842                          STATION DESCRIPTION
 SO0842
 SO0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 SO0842'ABOUT 18 MILES NORTH AND 4 MILES EAST OF THE TOWN OF SENTINEL
 SO0842'BUTTE, ABOUT 5 MILES NORTHEAST OF THE RANCH OF ALMOND T. STONE
 SO0842'ON ELK CREEK, AND ABOUT 1 MILE NORTH OF THE RANCH OF JAMES E. COOK.
 SO0842'THERE IS A PETRIFIED STUMP ABOUT 10 FEET HIGH ABOUT 200 METERS
 SO0842'NORTHWEST OF THE NORTHWEST CORNER OF MR. COOKS PASTURE AND ABOUT
 SO0842'ONE-HALF MILE SOUTH OF THE STATION.  THE STATION IS MARKED BY A
 SO0842'STANDARD DISK STATION MARK, SET IN THE TOP OF A CONCRETE
 SO0842'CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 SO0842'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE CYLINDER
 SO0842'PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS A
 SO0842'BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES LONG SET IN A
 SO0842'BLOCK OF CONCRETE 6 INCHES SQUARE ON TOP AND 4 INCHES THICK.
 SO0842'THE BOLT PROJECTS ONE-FOURTH OR ONE-HALF INCH ABOVE THE
 SO0842'CONCRETE AND IS ABOUT 33 INCHES BELOW THE SURFACE OF THE
 SO0842'GROUND.  A REFERENCE MARK, IS ON THE SOUTH POINT OF THE
 SO0842'RIDGE SOMEWHAT LOWER THAN THE STATION, 30.42 METERS
 SO0842'DISTANT, S 32 DEG 01 MIN W.  THE REFERENCE MARK
 SO0842'CONSISTS OF A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 SO0842'CYLINDER 5-1/2 INCHES IN DIAMETER AND 30 INCHES LONG INCASED
 SO0842'IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 SO0842'CYLINDER PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 SO0842
 SO0842                          STATION RECOVERY (1935)
 SO0842
 SO0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 SO0842'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  MARK
 SO0842'PROJECTS 3 INCHES ABOVE THE SURFACE.  REFERENCE MARK WAS ALSO
 SO0842'FOUND AS DESCRIBED, AND PROJECTS 3 INCHES.
 SO0842'
 SO0842'COOKS RANCH HAS BEEN ABANDONED, BUT THE BUILDINGS STILL REMAIN
 SO0842'IN THEIR ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1838 ***********************************************************************
 TG1838  DESIGNATION -  COOK
 TG1838  PID         -  TG1838
 TG1838  STATE/COUNTY-  ND/BURKE
 TG1838  USGS QUAD   -  COLUMBUS SW (1981)
 TG1838
 TG1838                         *CURRENT SURVEY CONTROL
 TG1838  ___________________________________________________________________
 TG1838* NAD 83(1996)-  48 49 51.18027(N)    102 54 12.59305(W)     ADJUSTED  
 TG1838* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 TG1838  ___________________________________________________________________
 TG1838  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 TG1838  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG1838
 TG1838  HORZ ORDER  -  FIRST
 TG1838
 TG1838.The horizontal coordinates were established by classical geodetic methods
 TG1838.and adjusted by the National Geodetic Survey in January 1998..
 TG1838
 TG1838.The orthometric height was scaled from a topographic map.
 TG1838
 TG1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1838
 TG1838.The geoid height was determined by GEOID03.
 TG1838
 TG1838;                    North         East     Units Scale Factor Converg.
 TG1838;SPC ND N     -   206,323.953   423,562.066   MT  1.00002081   -1 47 18.7
 TG1838;SPC ND N     -   676,915.86  1,389,639.32   iFT  1.00002081   -1 47 18.7
 TG1838;UTM  13      - 5,410,775.575   653,857.396   MT  0.99989082   +1 34 42.6
 TG1838
 TG1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1838!SPC ND N     -   0.99989426  x   1.00002081  =   0.99991507
 TG1838!UTM  13      -   0.99989426  x   0.99989082  =   0.99978509
 TG1838
 TG1838:                Primary Azimuth Mark                     Grid Az
 TG1838:SPC ND N     -  SHORT CREEK                              035 17 14.0
 TG1838:UTM  13      -  SHORT CREEK                              031 55 12.7
 TG1838
 TG1838|---------------------------------------------------------------------|
 TG1838| PID    Reference Object                     Distance      Geod. Az  |
 TG1838|                                                           dddmmss.s |
 TG1838| TG1837 SHORT CREEK                         APPROX.19.3 KM 0332955.3 |
 TG1838|---------------------------------------------------------------------|
 TG1838
 TG1838                          SUPERSEDED SURVEY CONTROL
 TG1838
 TG1838  NAD 83(1986)-  48 49 51.18434(N)    102 54 12.57983(W) AD(       ) 1
 TG1838  NAD 27      -  48 49 51.05700(N)    102 54 10.93900(W) AD(       ) 1
 TG1838
 TG1838.Superseded values are not recommended for survey control.
 TG1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1838.See file dsdata.txt to determine how the superseded data were derived.
 TG1838
 TG1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5385710776(NAD 83)
 TG1838_MARKER: DS = TRIANGULATION STATION DISK
 TG1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1838+STABILITY: SURFACE MOTION
 TG1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1838+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 TG1838
 TG1838  HISTORY     - Date     Condition        Report By
 TG1838  HISTORY     - 1924     MONUMENTED       GSC
 TG1838  HISTORY     - 1935     GOOD             CGS
 TG1838  HISTORY     - 20060502 GOOD             ULTEIG
 TG1838
 TG1838                          STATION DESCRIPTION
 TG1838
 TG1838'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1838'IN NE 1/4 SEC. 29, T. 162 N., R. 94 W., FIFTH PRINCIPAL
 TG1838'MERIDIAN, ON HIGH GROUND ABOUT 300 METERS DUE EAST OF A
 TG1838'FARMHOUSE.
 TG1838'
 TG1838'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY
 TG1838'STATION MARK.  THE REFERENCE MARK IS A MARKED STONE AND MOUND
 TG1838'AT THE CENTER OF THE EAST SIDE OF SEC. 29, 571.52 METERS FROM
 TG1838'THE STATION S 71 DEG 04 MIN E.
 TG1838
 TG1838                          STATION RECOVERY (1935)
 TG1838
 TG1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1838'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TG1838'THE SURFACE MARK PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND.
 TG1838
 TG1838                          STATION RECOVERY (2006)
 TG1838
 TG1838'RECOVERY NOTE BY ULTEIG ENGINEERS 2006 (AWE)
 TG1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1574 ***********************************************************************
 SN1574  DESIGNATION -  COOMBS
 SN1574  PID         -  SN1574
 SN1574  STATE/COUNTY-  ND/SHERIDAN
 SN1574  USGS QUAD   -  PICKARDVILLE (1980)
 SN1574
 SN1574                         *CURRENT SURVEY CONTROL
 SN1574  ___________________________________________________________________
 SN1574* NAD 83(1996)-  47 24 45.67641(N)    100 36 34.01384(W)     ADJUSTED  
 SN1574* NAVD 88     -       610.     (meters)    2001.     (feet)  SCALED    
 SN1574  ___________________________________________________________________
 SN1574  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 SN1574  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 SN1574
 SN1574  HORZ ORDER  -  FIRST
 SN1574
 SN1574.The horizontal coordinates were established by classical geodetic methods
 SN1574.and adjusted by the National Geodetic Survey in January 1998..
 SN1574
 SN1574.The orthometric height was scaled from a topographic map.
 SN1574
 SN1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1574
 SN1574.The geoid height was determined by GEOID03.
 SN1574
 SN1574;                    North         East     Units Scale Factor Converg.
 SN1574;SPC ND N     -    45,888.890   591,740.082   MT  1.00000412   -0 04 53.2
 SN1574;SPC ND N     -   150,554.10  1,941,404.47   iFT  1.00000412   -0 04 53.2
 SN1574;SPC ND S     -   194,094.265   591,740.225   MT  0.99998676   -0 04 47.4
 SN1574;SPC ND S     -   636,792.21  1,941,404.94   iFT  0.99998676   -0 04 47.4
 SN1574;UTM  14      - 5,252,281.923   378,587.431   MT  0.99978116   -1 11 06.3
 SN1574
 SN1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1574!SPC ND N     -   0.99990767  x   1.00000412  =   0.99991179
 SN1574!SPC ND S     -   0.99990767  x   0.99998676  =   0.99989443
 SN1574!UTM  14      -   0.99990767  x   0.99978116  =   0.99968885
 SN1574
 SN1574:                Primary Azimuth Mark                     Grid Az
 SN1574:SPC ND N     -  PICKARDSVILLE FARMERS NAT ELEV           019 04 53.9
 SN1574:SPC ND S     -  PICKARDSVILLE FARMERS NAT ELEV           019 04 48.1
 SN1574:UTM  14      -  PICKARDSVILLE FARMERS NAT ELEV           020 11 07.0
 SN1574
 SN1574|---------------------------------------------------------------------|
 SN1574| PID    Reference Object                     Distance      Geod. Az  |
 SN1574|                                                           dddmmss.s |
 SN1574| SN1576 PICKARDSVILLE FARMERS NAT ELEV      APPROX. 6.8 KM 0190000.7 |
 SN1574| CO5443 COOMBS RM 1                          23.002 METERS 04948     |
 SN1574| SN1569 MCCLUSKY FARM ELEV CO W ELEV        APPROX.14.7 KM 0561720.6 |
 SN1574| SN1570 MCCLUSKY OCCIDENT ELEVATOR          APPROX.14.9 KM 0563410.5 |
 SN1574| CO5442 COOMBS AZ MK                                       0612702.4 |
 SN1574| CO5444 COOMBS RM 2                          22.697 METERS 12917     |
 SN1574| SN1578 MERCER ANDREWS GRAIN CO ELEV        APPROX.11.5 KM 3173345.3 |
 SN1574| SN1579 MERCER ENGLISH LUTH CH SPIRE        APPROX.11.8 KM 3184925.8 |
 SN1574|---------------------------------------------------------------------|
 SN1574
 SN1574                          SUPERSEDED SURVEY CONTROL
 SN1574
 SN1574  NAD 83(1986)-  47 24 45.68189(N)    100 36 34.00614(W) AD(       ) 1
 SN1574  NAD 27      -  47 24 45.68900(N)    100 36 32.53400(W) AD(       ) 1
 SN1574
 SN1574.Superseded values are not recommended for survey control.
 SN1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1574.See file dsdata.txt to determine how the superseded data were derived.
 SN1574
 SN1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT7858752282(NAD 83)
 SN1574_MARKER: DS = TRIANGULATION STATION DISK
 SN1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1574
 SN1574  HISTORY     - Date     Condition        Report By
 SN1574  HISTORY     - 1941     MONUMENTED       CGS
 SN1574  HISTORY     - 1957     GOOD             CGS
 SN1574
 SN1574                          STATION DESCRIPTION
 SN1574
 SN1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1574'STATION IS ABOUT 9 MILES WSW OF MC CLUSKY, ON A PROMINENT HILL
 SN1574'ON THE PROPERTY OF WALTER COOMBS AND IN THE NE 1/4 SEC. 4, T.
 SN1574'145 N, R. 78 W.  IT IS ON THE HIGHEST PART OF THE HILL AT E EDGE
 SN1574'OF A CULTIVATED FIELD, 45 FEET W OF THE CENTER LINE OF A N-S
 SN1574'SECTION LINE TRACK ROAD AND 12 FEET W OF A WHITE REFERENCE
 SN1574'POST.  IT IS STAMPED COOMBS 1941 AND IS ABOUT 12 INCHES BENEATH
 SN1574'THE SURFACE OF THE GROUND.
 SN1574'
 SN1574'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1574'BRONZE DISKS SET IN CONCRETE.
 SN1574'
 SN1574'REFERENCE MARK NO. 1 IS 18 FEET E OF THE CENTER LINE OF THE
 SN1574'N-S SECTION LINE ROAD.  IT IS STAMPED COOMBS NO. 1 1941 AND
 SN1574'PROJECTS ABOUT 6 INCHES.
 SN1574'
 SN1574'REFERENCE MARK NO. 2 IS 18 FEET E OF THE CENTER LINE OF THE
 SN1574'N-S SECTION LINE ROAD.  IT IS STAMPED COOMBS NO. 2 1941, AND
 SN1574'PROJECTS 6 INCHES.
 SN1574'
 SN1574'THE AZIMUTH MARK IS 54 FEET N OF THE CENTER LINE OF AN E-W
 SN1574'SECTION LINE ROAD AND 2-1/2 FEET W OF A WHITE REFERENCE POST.
 SN1574'IT IS STAMPED COOMBS 1941 AND PROJECTS ABOUT 6 INCHES.
 SN1574'
 SN1574'TO REACH FROM MC CLUSKY, GO W ON STATE HIGHWAY 7 FOR 6.9
 SN1574'MILES AND TURN LEFT, S, AT A SECTION LINE CROSSROADS, KEEP
 SN1574'STRAIGHT S FOR 5.0 MILES AND TURN RIGHT, W, GO 0.7 MILE TO THE
 SN1574'AZIMUTH MARK ON THE N SIDE OF THE ROAD, CONTINUE 0.3 MILE AND
 SN1574'TURN LEFT, S, GO 0.15 MILE TO THE STATION ON THE W SIDE OF THE
 SN1574'ROAD.
 SN1574'
 SN1574'A 37-FOOT SIGNAL AT LINDELL IS VISIBLE FROM THE GROUND.
 SN1574'
 SN1574'A 4-FOOT SIGNAL AT BIRST IS VISIBLE FROM THE GROUND.
 SN1574'
 SN1574'A 24-FOOT SIGNAL AT THOM IS VISIBLE FROM THE GROUND.
 SN1574'
 SN1574'A 4-FOOT SIGNAL AT BANK IS VISIBLE FROM THE GROUND.
 SN1574'
 SN1574'A 24-FOOT SIGNAL AT NEFF IS VISIBLE AT 30 FEET.
 SN1574'
 SN1574'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SN1574
 SN1574                          STATION RECOVERY (1957)
 SN1574
 SN1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1574'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1574'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 SN1574'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0414 ***********************************************************************
 SM0414  DESIGNATION -  COOPERSTOWN
 SM0414  PID         -  SM0414
 SM0414  STATE/COUNTY-  ND/GRIGGS
 SM0414  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0414
 SM0414                         *CURRENT SURVEY CONTROL
 SM0414  ___________________________________________________________________
 SM0414* NAD 83(1996)-  47 27 00.92480(N)    098 08 58.10039(W)     ADJUSTED  
 SM0414* NAVD 88     -       457.596  (meters)    1501.30   (feet)  ADJUSTED  
 SM0414  ___________________________________________________________________
 SM0414  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 SM0414  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SM0414  DYNAMIC HT  -         457.647 (meters)    1501.46  (feet)  COMP
 SM0414  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SM0414
 SM0414  HORZ ORDER  -  FIRST
 SM0414  VERT ORDER  -  SECOND    CLASS 0
 SM0414
 SM0414.The horizontal coordinates were established by classical geodetic methods
 SM0414.and adjusted by the National Geodetic Survey in January 1998..
 SM0414
 SM0414.The orthometric height was determined by differential leveling
 SM0414.and adjusted by the National Geodetic Survey in June 1991..
 SM0414
 SM0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM0414
 SM0414.The geoid height was determined by GEOID03.
 SM0414
 SM0414.The dynamic height is computed by dividing the NAVD 88
 SM0414.geopotential number by the normal gravity value computed on the
 SM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0414.degrees latitude (g = 980.6199 gals.).
 SM0414
 SM0414.The modeled gravity was interpolated from observed gravity values.
 SM0414
 SM0414;                    North         East     Units Scale Factor Converg.
 SM0414;SPC ND N     -    52,765.428   777,236.235   MT  0.99999672   +1 44 56.8
 SM0414;SPC ND N     -   173,114.92  2,549,987.65   iFT  0.99999672   +1 44 56.8
 SM0414;UTM  14      - 5,255,552.096   564,116.438   MT  0.99965052   +0 37 35.7
 SM0414
 SM0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM0414!SPC ND N     -   0.99993217  x   0.99999672  =   0.99992889
 SM0414!UTM  14      -   0.99993217  x   0.99965052  =   0.99958272
 SM0414
 SM0414|---------------------------------------------------------------------|
 SM0414| PID    Reference Object                     Distance      Geod. Az  |
 SM0414|                                                           dddmmss.s |
 SM0414| SM0413 COOPERSTOWN RM 1                     17.111 METERS 04732     |
 SM0414| SM0412 COOPERSTOWN AZ MK                                  0912123.6 |
 SM0414| SM1124 COOPERSTOWN MUNICIPAL TANK          APPROX. 1.8 KM 0962005.4 |
 SM0414| SM1122 COOPERSTOWN BETHLEHEM EVAN CH       APPROX. 2.2 KM 1034913.0 |
 SM0414| SM1121 COOPERSTOWN GRIGGS CTHSE SPIRE      APPROX. 2.1 KM 1155603.9 |
 SM0414| SM1123 COOPERSTOWN WOODWORTH ELEVATOR      APPROX. 1.8 KM 1215330.5 |
 SM0414| SM0415 COOPERSTOWN RM 2                     26.168 METERS 18440     |
 SM0414| SM1114 JESSIE FARM MERC ELEV CO ELEV       APPROX.12.1 KM 3260921.9 |
 SM0414|---------------------------------------------------------------------|
 SM0414
 SM0414                          SUPERSEDED SURVEY CONTROL
 SM0414
 SM0414  NAD 83(1986)-  47 27 00.92303(N)    098 08 58.09756(W) AD(       ) 1
 SM0414  NAD 27      -  47 27 00.94300(N)    098 08 56.75800(W) AD(       ) 1
 SM0414  NGVD 29 (??/??/92)  457.241  (m)         1500.13   (f) ADJ UNCH    2 0
 SM0414
 SM0414.Superseded values are not recommended for survey control.
 SM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0414.See file dsdata.txt to determine how the superseded data were derived.
 SM0414
 SM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6411655552(NAD 83)
 SM0414_MARKER: DS = TRIANGULATION STATION DISK
 SM0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0414_STAMPING: COOPERSTOWN 1941
 SM0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0414+STABILITY: SURFACE MOTION
 SM0414
 SM0414  HISTORY     - Date     Condition        Report By
 SM0414  HISTORY     - 1941     MONUMENTED       CGS
 SM0414  HISTORY     - 1963     GOOD             NGS
 SM0414
 SM0414                          STATION DESCRIPTION
 SM0414
 SM0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM0414'STATION IS LOCATED ABOUT 1.2 MILES W AND 0.5 MILE N OF COOPERSTOWN,
 SM0414'ABOUT 0.2 MILE W AND 25 YARDS N OF THE CENTER OF SEC. 23, T.
 SM0414'146 N, R. 59 W.  IT IS LOCATED ON THE HIGHEST PART OF A VERY
 SM0414'PROMINENT HILL, 9 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 SM0414'COOPERSTOWN 1941 AND PROJECTS 12 INCHES.
 SM0414'
 SM0414'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM0414'BRONZE DISKS SET IN CONCRETE.
 SM0414'
 SM0414'REFERENCE MARK NO. 1 IS STAMPED COOPERSTOWN NO. 1 1941 AND
 SM0414'PROJECTS 8 INCHES.
 SM0414'
 SM0414'REFERENCE MARK NO. 2 IS 70 FEET N OF AN E-W FENCE.  IT IS STAMPED
 SM0414'COOPERSTOWN NO. 2 1941 AND PROJECTS 8 INCHES.
 SM0414'
 SM0414'THE AZIMUTH MARK IS 20 FEET W OF THE CENTER LINE OF A DIRT
 SM0414'ROAD, 32 FEET N OF A FENCE CORNER AND AT THE N EDGE OF A ROW OF
 SM0414'WILLOW TREES.  IT IS STAMPED COOPERSTOWN 1941 AND PROJECTS
 SM0414'8 INCHES.
 SM0414'
 SM0414'TO REACH THE STATION FROM THE COURTHOUSE IN COOPERSTOWN, GO
 SM0414'W ON STATE HIGHWAY 7 FOR 0.5 MILE TO A CROSS ROAD, TURN RIGHT
 SM0414'(N) ON DIRT ROAD FOR 0.5 MILE TO THE N EDGE OF A ROW OF WILLOW
 SM0414'TREES AND THE AZIMUTH MARK ON THE LEFT AT THE SE CORNER OF
 SM0414'A CULTIVATED FIELD.  TURN LEFT (W) ACROSS THE FIELD AND GO 0.9
 SM0414'MILE TO THE TOP OF THE HILL AND STATION.  A TRUCK CAN BE
 SM0414'DRIVEN TO THE STATION IN DRY WEATHER ONLY.
 SM0414'
 SM0414'A 37-FOOT SIGNAL AT RETZLAFF IS VISIBLE ON THE GROUND.
 SM0414'
 SM0414'A 24-FOOT SIGNAL AT BINFORD IS VISIBLE ON THE GROUND.
 SM0414'
 SM0414'A 24-FOOT SIGNAL AT MICHAUD IS VISIBLE ON THE GROUND.
 SM0414'
 SM0414'A 50-FOOT SIGNAL AT FRANKLIN IS VISIBLE ON THE GROUND.
 SM0414'
 SM0414'A 103-FOOT SIGNAL AT WENDLICK IS VISIBLE ON THE GROUND.
 SM0414'
 SM0414'A 64-FOOT SIGNAL AT COOPERSTOWN MAGNETIC STATION IS VISIBLE
 SM0414'ON THE GROUND.
 SM0414'
 SM0414'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 SM0414
 SM0414                          STATION RECOVERY (1963)
 SM0414
 SM0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0414'1.6 MI NW FROM COOPERSTOWN.
 SM0414'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0414'STATION AT COOPERSTOWN, THENCE 0.3 MILE WEST ALONG ROLLIN AVENUE,
 SM0414'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.6 MILE WEST ACROSS A
 SM0414'CULTIVATED FIELD AND AN EAST-WEST FENCE, IN SECTION 23, T 146 N, R 59
 SM0414'W, ON TOP OF THE HIGHEST HILL IN THE VICINITY, 164 FEET NORTH OF AN
 SM0414'EAST-WEST FENCE, 66.1 FEET SOUTHWEST OF COOPERSTOWN R.M. 1, 86 FEET
 SM0414'NORTH OF COOPERSTOWN R.M. 2, 1.1 FEET EAST OF A METAL WITNESS POST,
 SM0414'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0412 ***********************************************************************
 SM0412  DESIGNATION -  COOPERSTOWN AZ MK
 SM0412  PID         -  SM0412
 SM0412  STATE/COUNTY-  ND/GRIGGS
 SM0412  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0412
 SM0412                         *CURRENT SURVEY CONTROL
 SM0412  ___________________________________________________________________
 SM0412* NAD 83(1986)-  47 26 59.     (N)    098 08 05.     (W)     SCALED    
 SM0412* NAVD 88     -       436.548  (meters)    1432.24   (feet)  ADJUSTED  
 SM0412  ___________________________________________________________________
 SM0412  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 SM0412  DYNAMIC HT  -         436.596 (meters)    1432.40  (feet)  COMP
 SM0412  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 SM0412
 SM0412  VERT ORDER  -  SECOND    CLASS 0
 SM0412
 SM0412.The horizontal coordinates were scaled from a topographic map and have
 SM0412.an estimated accuracy of +/- 6 seconds.
 SM0412
 SM0412.The orthometric height was determined by differential leveling
 SM0412.and adjusted by the National Geodetic Survey in June 1991..
 SM0412
 SM0412.The geoid height was determined by GEOID03.
 SM0412
 SM0412.The dynamic height is computed by dividing the NAVD 88
 SM0412.geopotential number by the normal gravity value computed on the
 SM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0412.degrees latitude (g = 980.6199 gals.).
 SM0412
 SM0412.The modeled gravity was interpolated from observed gravity values.
 SM0412
 SM0412;                    North         East    Units  Estimated Accuracy
 SM0412;SPC ND N     -    52,740.      778,350.      MT  (+/- 180 meters Scaled)
 SM0412
 SM0412                          SUPERSEDED SURVEY CONTROL
 SM0412
 SM0412  NGVD 29 (??/??/92)  436.191  (m)         1431.07   (f) ADJ UNCH    2 0
 SM0412
 SM0412.Superseded values are not recommended for survey control.
 SM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0412.See file dsdata.txt to determine how the superseded data were derived.
 SM0412
 SM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT652555(NAD 83)
 SM0412_MARKER: DZ = AZIMUTH MARK DISK
 SM0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0412_STAMPING: COOPERSTOWN 1941
 SM0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0412+STABILITY: SURFACE MOTION
 SM0412
 SM0412  HISTORY     - Date     Condition        Report By
 SM0412  HISTORY     - 1941     MONUMENTED       CGS
 SM0412  HISTORY     - 1963     GOOD             NGS
 SM0412
 SM0412                          STATION DESCRIPTION
 SM0412
 SM0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0412'1.0 MI NW FROM COOPERSTOWN.
 SM0412'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0412'STATION AT COOPERSTOWN, THENCE 0.3 MILE WEST ALONG ROLLIN AVENUE,
 SM0412'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, IN SECTION 23, T 146 N, R 59
 SM0412'W, AT THE NORTH END OF A ROW OF WILLOW TREES AND AT THE EAST END OF A
 SM0412'GROVE OF TREES, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 79 FEET
 SM0412'SOUTH OF THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 1/2 FOOT WEST OF
 SM0412'A FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0412'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1122 ***********************************************************************
 SM1122  DESIGNATION -  COOPERSTOWN BETHLEHEM EVAN CH
 SM1122  PID         -  SM1122
 SM1122  STATE/COUNTY-  ND/GRIGGS
 SM1122  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM1122
 SM1122                         *CURRENT SURVEY CONTROL
 SM1122  ___________________________________________________________________
 SM1122* NAD 83(1996)-  47 26 43.51721(N)    098 07 13.86708(W)     ADJUSTED  
 SM1122* NAVD 88     -                                                        
 SM1122  ___________________________________________________________________
 SM1122  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 SM1122  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM1122
 SM1122  HORZ ORDER  -  THIRD
 SM1122
 SM1122.The horizontal coordinates were established by classical geodetic methods
 SM1122.and adjusted by the National Geodetic Survey in January 1998..
 SM1122
 SM1122
 SM1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1122
 SM1122.The geoid height was determined by GEOID03.
 SM1122
 SM1122;                    North         East     Units Scale Factor Converg.
 SM1122;SPC ND N     -    52,295.142   779,435.344   MT  0.99999765   +1 46 14.3
 SM1122;SPC ND N     -   171,571.99  2,557,202.57   iFT  0.99999765   +1 46 14.3
 SM1122;UTM  14      - 5,255,038.991   566,305.155   MT  0.99965403   +0 38 52.4
 SM1122
 SM1122                          SUPERSEDED SURVEY CONTROL
 SM1122
 SM1122  NAD 83(1986)-  47 26 43.51505(N)    098 07 13.86326(W) AD(       ) 4
 SM1122  NAD 27      -  47 26 43.53500(N)    098 07 12.52200(W) AD(       ) 3
 SM1122
 SM1122.Superseded values are not recommended for survey control.
 SM1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1122.See file dsdata.txt to determine how the superseded data were derived.
 SM1122
 SM1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6630555039(NAD 83)
 SM1122_MARKER: 90 = CHURCH SPIRE
 SM1122
 SM1122  HISTORY     - Date     Condition        Report By
 SM1122  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1122
 SM1122                          STATION DESCRIPTION
 SM1122
 SM1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1122'THIS INTERSECTION STATION IS LOCATED ON THE E SIDE OF THE
 SM1122'TOWN OF COOPERSTOWN ABOUT 0.3 MILE N OF THE COUNTY COURTHOUSE
 SM1122'ON STATE HIGHWAY 45.
 SM1122'
 SM1122'IT IS A WHITE FRAME BUILDING, WITH A DARK SPIRE.  THE POINT
 SM1122'LOCATED WAS THE ORNAMENTAL TIP AT THE TOP OF THE SPIRE.  IT
 SM1122'IS APPROXIMATELY 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1121 ***********************************************************************
 SM1121  DESIGNATION -  COOPERSTOWN GRIGGS CTHSE SPIRE
 SM1121  PID         -  SM1121
 SM1121  STATE/COUNTY-  ND/GRIGGS
 SM1121  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM1121
 SM1121                         *CURRENT SURVEY CONTROL
 SM1121  ___________________________________________________________________
 SM1121* NAD 83(1996)-  47 26 31.24730(N)    098 07 28.17837(W)     ADJUSTED  
 SM1121* NAVD 88     -                                                        
 SM1121  ___________________________________________________________________
 SM1121  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 SM1121  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM1121
 SM1121  HORZ ORDER  -  THIRD
 SM1121
 SM1121.The horizontal coordinates were established by classical geodetic methods
 SM1121.and adjusted by the National Geodetic Survey in January 1998..
 SM1121
 SM1121
 SM1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1121
 SM1121.The geoid height was determined by GEOID03.
 SM1121
 SM1121;                    North         East     Units Scale Factor Converg.
 SM1121;SPC ND N     -    51,907.132   779,147.348   MT  0.99999830   +1 46 03.7
 SM1121;SPC ND N     -   170,298.99  2,556,257.70   iFT  0.99999830   +1 46 03.7
 SM1121;UTM  14      - 5,254,656.831   566,009.714   MT  0.99965355   +0 38 41.7
 SM1121
 SM1121                          SUPERSEDED SURVEY CONTROL
 SM1121
 SM1121  NAD 83(1986)-  47 26 31.24521(N)    098 07 28.17510(W) AD(       ) 4
 SM1121  NAD 27      -  47 26 31.26500(N)    098 07 26.83400(W) AD(       ) 3
 SM1121
 SM1121.Superseded values are not recommended for survey control.
 SM1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1121.See file dsdata.txt to determine how the superseded data were derived.
 SM1121
 SM1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6601054657(NAD 83)
 SM1121_MARKER: 89 = SPIRE
 SM1121
 SM1121  HISTORY     - Date     Condition        Report By
 SM1121  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1121
 SM1121                          STATION DESCRIPTION
 SM1121
 SM1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1121'STATION IS LOCATED IN THE S PART OF COOPERSTOWN ABOUT 50
 SM1121'YARDS S OF STATE HIGHWAY 7.
 SM1121'
 SM1121'THE COURTHOUSE IS CONSTRUCTED OF RED BRICK, AND WAS BUILT
 SM1121'IN 1884.  THE POINT LOCATED WAS THE ORNAMENTAL APEX OF THE
 SM1121'DARK-COLORED SPIRE WHICH IS LOCATED IN THE NE PART OF THE
 SM1121'COURTHOUSE, AND IS ABOUT 80 FEET HIGH.
 SM1121'
 SM1121'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0443 ***********************************************************************
 SM0443  DESIGNATION -  COOPERSTOWN MAG STA RM 1
 SM0443  PID         -  SM0443
 SM0443  STATE/COUNTY-  ND/GRIGGS
 SM0443  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0443
 SM0443                         *CURRENT SURVEY CONTROL
 SM0443  ___________________________________________________________________
 SM0443* NAD 83(1986)-  47 26 31.     (N)    098 07 27.     (W)     SCALED    
 SM0443* NAVD 88     -       438.404  (meters)    1438.33   (feet)  ADJUSTED  
 SM0443  ___________________________________________________________________
 SM0443  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0443  DYNAMIC HT  -         438.450 (meters)    1438.48  (feet)  COMP
 SM0443  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SM0443
 SM0443  VERT ORDER  -  SECOND    CLASS 0
 SM0443
 SM0443.The horizontal coordinates were scaled from a topographic map and have
 SM0443.an estimated accuracy of +/- 6 seconds.
 SM0443
 SM0443.The orthometric height was determined by differential leveling
 SM0443.and adjusted by the National Geodetic Survey in June 1991..
 SM0443
 SM0443.The geoid height was determined by GEOID03.
 SM0443
 SM0443.The dynamic height is computed by dividing the NAVD 88
 SM0443.geopotential number by the normal gravity value computed on the
 SM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0443.degrees latitude (g = 980.6199 gals.).
 SM0443
 SM0443.The modeled gravity was interpolated from observed gravity values.
 SM0443
 SM0443;                    North         East    Units  Estimated Accuracy
 SM0443;SPC ND N     -    51,900.      779,170.      MT  (+/- 180 meters Scaled)
 SM0443
 SM0443                          SUPERSEDED SURVEY CONTROL
 SM0443
 SM0443  NGVD 29 (??/??/92)  438.046  (m)         1437.16   (f) ADJ UNCH    2 0
 SM0443
 SM0443.Superseded values are not recommended for survey control.
 SM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0443.See file dsdata.txt to determine how the superseded data were derived.
 SM0443
 SM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT660546(NAD 83)
 SM0443_MARKER: DB = BENCH MARK DISK
 SM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0443_STAMPING: COOPERSTOWN MAG NO. 1 1941
 SM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0443+STABILITY: SURFACE MOTION
 SM0443
 SM0443  HISTORY     - Date     Condition        Report By
 SM0443  HISTORY     - 1941     MONUMENTED       CGS
 SM0443  HISTORY     - 1963     GOOD             NGS
 SM0443
 SM0443                          STATION DESCRIPTION
 SM0443
 SM0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0443'0.35 MI SE FROM COOPERSTOWN.
 SM0443'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0443'STATION AT COOPERSTOWN, THENCE 0.15 MILE EAST ALONG ROLLIN AVENUE, IN
 SM0443'SECTION 25, T 146 N, R 59 W, 146 FEET NORTH OF THE NORTH FACE OF THE
 SM0443'COURTHOUSE, 157.4 FEET NORTHEAST OF COOPERSTOWN 1941, 17 FEET NORTH OF
 SM0443'THE CENTER LINE OF ROLLIN AVENUE, 1 FOOT NORTH OF THE CURB ON THE
 SM0443'SOUTH SIDE OF ROLLIN AVENUE, ABOUT 1/2 FOOT ABOVE THE STREET, AND SET
 SM0443'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0444 ***********************************************************************
 SM0444  DESIGNATION -  COOPERSTOWN MAG STA RESET
 SM0444  PID         -  SM0444
 SM0444  STATE/COUNTY-  ND/GRIGGS
 SM0444  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0444
 SM0444                         *CURRENT SURVEY CONTROL
 SM0444  ___________________________________________________________________
 SM0444* NAD 83(1996)-  47 26 32.25216(N)    098 07 30.16662(W)     ADJUSTED  
 SM0444* NAVD 88     -       438.624  (meters)    1439.05   (feet)  ADJUSTED  
 SM0444  ___________________________________________________________________
 SM0444  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 SM0444  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 SM0444  DYNAMIC HT  -         438.671 (meters)    1439.21  (feet)  COMP
 SM0444  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 SM0444
 SM0444  HORZ ORDER  -  FIRST
 SM0444  VERT ORDER  -  SECOND    CLASS 0
 SM0444
 SM0444.The horizontal coordinates were established by classical geodetic methods
 SM0444.and adjusted by the National Geodetic Survey in January 1998..
 SM0444
 SM0444.The orthometric height was determined by differential leveling
 SM0444.and adjusted by the National Geodetic Survey in June 1991..
 SM0444
 SM0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM0444
 SM0444.The geoid height was determined by GEOID03.
 SM0444
 SM0444.The dynamic height is computed by dividing the NAVD 88
 SM0444.geopotential number by the normal gravity value computed on the
 SM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0444.degrees latitude (g = 980.6199 gals.).
 SM0444
 SM0444.The modeled gravity was interpolated from observed gravity values.
 SM0444
 SM0444;                    North         East     Units Scale Factor Converg.
 SM0444;SPC ND N     -    51,936.866   779,104.754   MT  0.99999825   +1 46 02.2
 SM0444;SPC ND N     -   170,396.54  2,556,117.96   iFT  0.99999825   +1 46 02.2
 SM0444;UTM  14      - 5,254,687.383   565,967.724   MT  0.99965348   +0 38 40.2
 SM0444
 SM0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM0444!SPC ND N     -   0.99993516  x   0.99999825  =   0.99993341
 SM0444!UTM  14      -   0.99993516  x   0.99965348  =   0.99958866
 SM0444
 SM0444:                Primary Azimuth Mark                     Grid Az
 SM0444:SPC ND N     -  COOPERSTOWN BETHLEHEM EVAN CH            042 41 54.6
 SM0444:UTM  14      -  COOPERSTOWN BETHLEHEM EVAN CH            043 49 16.6
 SM0444
 SM0444|---------------------------------------------------------------------|
 SM0444| PID    Reference Object                     Distance      Geod. Az  |
 SM0444|                                                           dddmmss.s |
 SM0444| SM1122 COOPERSTOWN BETHLEHEM EVAN CH       487.496 METERS 0442756.8 |
 SM0444| SM0443 COOPERSTOWN MAG STA RM 1             48.271 METERS 06835     |
 SM0444| SM0447 COOPERSTOWN MAG STA AZ MK                          0804338.0 |
 SM0444| SM1121 COOPERSTOWN GRIGGS CTHSE SPIRE       51.946 METERS 12641     |
 SM0444| SM0445 COOPERSTOWN MAG STA RM 2             48.271 METERS 15430     |
 SM0444| SM1123 COOPERSTOWN WOODWORTH ELEVATOR      327.493 METERS 25917     |
 SM0444| SM1124 COOPERSTOWN MUNICIPAL TANK          APPROX. 0.7 KM 3513630.5 |
 SM0444|---------------------------------------------------------------------|
 SM0444
 SM0444                          SUPERSEDED SURVEY CONTROL
 SM0444
 SM0444  NAD 83(1986)-  47 26 32.25016(N)    098 07 30.16347(W) AD(       ) 1
 SM0444  NAD 27      -  47 26 32.27000(N)    098 07 28.82300(W) AD(       ) 1
 SM0444  NGVD 29 (??/??/92)  438.27   (m)         1437.9    (f) COMPUTED    2 0
 SM0444
 SM0444.Superseded values are not recommended for survey control.
 SM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0444.See file dsdata.txt to determine how the superseded data were derived.
 SM0444
 SM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6596854687(NAD 83)
 SM0444_MARKER: DS = TRIANGULATION STATION DISK
 SM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0444_STAMPING: COOPERSTOWN MAG 1905 1941
 SM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0444+STABILITY: SURFACE MOTION
 SM0444
 SM0444  HISTORY     - Date     Condition        Report By
 SM0444  HISTORY     - 1941     MONUMENTED       CGS
 SM0444  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SM0444  HISTORY     - 1963     GOOD             NGS
 SM0444
 SM0444                          STATION DESCRIPTION
 SM0444
 SM0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM0444'STATION IS LOCATED IN THE S PART OF COOPERSTOWN AND ON THE NW
 SM0444'CORNER OF THE GROUNDS OF THE GRIGGS COUNTY COURTHOUSE.  IT IS
 SM0444'100 FEET NW OF THE NW CORNER OF THE COURTHOUSE, 59 FEET S OF THE
 SM0444'S CURB OF STATE HIGHWAY 7 AND 81 FEET E OF THE CENTER LINE
 SM0444'OF A N-S STREET.  IT IS ALSO 42.7 FEET S OF THE S EDGE OF THE
 SM0444'SIDEWALK TO THE N AND 46.0 FEET E OF THE E EDGE OF THE SIDEWALK
 SM0444'TO THE W.  THE OLD STATION MARK WAS FOUND IN POOR CONDITION
 SM0444'AND WAS REPLACED WITH A STANDARD DISK SET IN THE TOP OF A
 SM0444'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 SM0444'GROUND, AND A SUBSURFACE MARK WAS SET ABOUT 36 INCHES
 SM0444'UNDERGROUND.  BOTH DISKS ARE STAMPED COOPERSTOWN MAG STA
 SM0444'1904-1941.
 SM0444'
 SM0444'REFERENCE MARK NO. 1 IS ENE OF THE STATION IN THE E EDGE OF THE
 SM0444'SIDEWALK LEADING TO THE N ENTRANCE OF THE COURTHOUSE AND ABOUT
 SM0444'1 FOOT S OF THE S CURB OF STATE HIGHWAY 7.  IT IS A STANDARD
 SM0444'DISK SET IN A DRILL HOLE IN THE SIDEWALK AND IS STAMPED
 SM0444'COOPERSTOWN MAG STA R.M. NO. 1 1941.
 SM0444'
 SM0444'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE CONCRETE
 SM0444'ROOF OVER THE FUEL ROOM AT THE NW CORNER OF THE COURTHOUSE.  IT
 SM0444'IS AT THE N EDGE OF THE SLOPING ROOF ABOUT 3-1/2 FEET ABOVE
 SM0444'THE GROUND LEVEL.  IT IS A STANDARD DISK STAMPED COOPERSTOWN
 SM0444'MAG STA R.M. NO. 2 1941.
 SM0444'
 SM0444'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE BLOCK
 SM0444'OR POST OF CONCRETE, AND IS ABOUT 0.2 MILE E OF THE STATION,
 SM0444'33 FEET N OF THE CENTER LINE OF STATE HIGHWAY 7, 22 FEET W OF THE
 SM0444'CENTER LINE OF A CROSS STREET, 2-1/2 FEET N OF THE N EDGE OF AN
 SM0444'E-W SIDEWALK AND 1 FOOT SE OF A WHITE REFERENCE POST.  IT IS
 SM0444'STAMPED COOPERSTOWN MAG STA 1941 AND PROJECTS ABOUT 6 INCHES.
 SM0444'
 SM0444'A 37-FOOT SIGNAL AT COOPERSTOWN IS VISIBLE AT 64 FEET.
 SM0444'
 SM0444'A 24-FOOT SIGNAL AT MICHAUD IS VISIBLE AT 64 FEET.
 SM0444'
 SM0444'A 103-FOOT SIGNAL AT WENDLICK IS VISIBLE AT 64 FEET.
 SM0444'
 SM0444'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM0444
 SM0444                          STATION RECOVERY (1963)
 SM0444
 SM0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0444'0.35 MI SE FROM COOPERSTOWN.
 SM0444'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0444'STATION AT COOPERSTOWN, THENCE 0.15 MILE EAST ALONG ROLLIN AVENUE, IN
 SM0444'SECTION 25, T 146 N, R 59 W, 100 FEET NORTHWEST OF THE NORTHWEST
 SM0444'CORNER OF THE COURTHOUSE, 81 FEET EAST OF THE CENTER LINE OF 8TH
 SM0444'STREET, 59 FEET SOUTH OF THE SOUTH CURB OF ROLLIN AVENUE, 46 FEET EAST
 SM0444'OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK, 42 FEET SOUTH OF THE SOUTH
 SM0444'EDGE OF AN EAST-WEST SIDEWALK, ABOUT LEVEL WITH THE STREET, AND SET IN
 SM0444'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0445 ***********************************************************************
 SM0445  DESIGNATION -  COOPERSTOWN MAG STA RM 2
 SM0445  PID         -  SM0445
 SM0445  STATE/COUNTY-  ND/GRIGGS
 SM0445  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0445
 SM0445                         *CURRENT SURVEY CONTROL
 SM0445  ___________________________________________________________________
 SM0445* NAD 83(1986)-  47 26 32.     (N)    098 07 27.     (W)     SCALED    
 SM0445* NAVD 88     -       440.283  (meters)    1444.50   (feet)  ADJUSTED  
 SM0445  ___________________________________________________________________
 SM0445  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0445  DYNAMIC HT  -         440.330 (meters)    1444.65  (feet)  COMP
 SM0445  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SM0445
 SM0445  VERT ORDER  -  SECOND    CLASS 0
 SM0445
 SM0445.The horizontal coordinates were scaled from a topographic map and have
 SM0445.an estimated accuracy of +/- 6 seconds.
 SM0445
 SM0445.The orthometric height was determined by differential leveling
 SM0445.and adjusted by the National Geodetic Survey in June 1991..
 SM0445
 SM0445.The geoid height was determined by GEOID03.
 SM0445
 SM0445.The dynamic height is computed by dividing the NAVD 88
 SM0445.geopotential number by the normal gravity value computed on the
 SM0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0445.degrees latitude (g = 980.6199 gals.).
 SM0445
 SM0445.The modeled gravity was interpolated from observed gravity values.
 SM0445
 SM0445;                    North         East    Units  Estimated Accuracy
 SM0445;SPC ND N     -    51,930.      779,170.      MT  (+/- 180 meters Scaled)
 SM0445
 SM0445                          SUPERSEDED SURVEY CONTROL
 SM0445
 SM0445  NGVD 29 (??/??/92)  439.925  (m)         1443.32   (f) ADJ UNCH    2 0
 SM0445
 SM0445.Superseded values are not recommended for survey control.
 SM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0445.See file dsdata.txt to determine how the superseded data were derived.
 SM0445
 SM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT660546(NAD 83)
 SM0445_MARKER: DR = REFERENCE MARK DISK
 SM0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0445_SP_SET: ROOF
 SM0445_STAMPING: COOPERSTOWN MAG NO. 2 1941
 SM0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0445
 SM0445  HISTORY     - Date     Condition        Report By
 SM0445  HISTORY     - 1941     MONUMENTED       CGS
 SM0445  HISTORY     - 1963     GOOD             NGS
 SM0445
 SM0445                          STATION DESCRIPTION
 SM0445
 SM0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0445'0.35 MI SE FROM COOPERSTOWN.
 SM0445'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0445'STATION AT COOPERSTOWN, THENCE 0.15 MILE EAST ALONG ROLLIN AVENUE, IN
 SM0445'SECTION 25, T 146 N, R 59 W, 100.4 FEET SOUTHEAST OF COOPERSTOWN 1941,
 SM0445'19 FEET WEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, AND SET IN THE
 SM0445'TOP OF THE CONCRETE ROOF OF THE FUEL ROOM AT THE NORTHWEST CORNER OF
 SM0445'THE COURTHOUSE, ABOUT 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0447 ***********************************************************************
 SM0447  DESIGNATION -  COOPERSTOWN MAG STA AZ MK
 SM0447  PID         -  SM0447
 SM0447  STATE/COUNTY-  ND/GRIGGS
 SM0447  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0447
 SM0447                         *CURRENT SURVEY CONTROL
 SM0447  ___________________________________________________________________
 SM0447* NAD 83(1986)-  47 26 33.     (N)    098 07 16.     (W)     SCALED    
 SM0447* NAVD 88     -       436.288  (meters)    1431.39   (feet)  ADJUSTED  
 SM0447  ___________________________________________________________________
 SM0447  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0447  DYNAMIC HT  -         436.335 (meters)    1431.54  (feet)  COMP
 SM0447  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SM0447
 SM0447  VERT ORDER  -  SECOND    CLASS 0
 SM0447
 SM0447.The horizontal coordinates were scaled from a topographic map and have
 SM0447.an estimated accuracy of +/- 6 seconds.
 SM0447
 SM0447.The orthometric height was determined by differential leveling
 SM0447.and adjusted by the National Geodetic Survey in June 1991..
 SM0447
 SM0447.The geoid height was determined by GEOID03.
 SM0447
 SM0447.The dynamic height is computed by dividing the NAVD 88
 SM0447.geopotential number by the normal gravity value computed on the
 SM0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0447.degrees latitude (g = 980.6199 gals.).
 SM0447
 SM0447.The modeled gravity was interpolated from observed gravity values.
 SM0447
 SM0447;                    North         East    Units  Estimated Accuracy
 SM0447;SPC ND N     -    51,970.      779,400.      MT  (+/- 180 meters Scaled)
 SM0447
 SM0447                          SUPERSEDED SURVEY CONTROL
 SM0447
 SM0447  NGVD 29 (??/??/92)  435.931  (m)         1430.22   (f) ADJ UNCH    2 0
 SM0447
 SM0447.Superseded values are not recommended for survey control.
 SM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0447.See file dsdata.txt to determine how the superseded data were derived.
 SM0447
 SM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT662547(NAD 83)
 SM0447_MARKER: DZ = AZIMUTH MARK DISK
 SM0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0447_SP_SET: CURB
 SM0447_STAMPING: COOPERSTOWN MAG 1941
 SM0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0447
 SM0447  HISTORY     - Date     Condition        Report By
 SM0447  HISTORY     - 1941     MONUMENTED       CGS
 SM0447  HISTORY     - 1963     GOOD             NGS
 SM0447
 SM0447                          STATION DESCRIPTION
 SM0447
 SM0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0447'0.5 MI SE FROM COOPERSTOWN.
 SM0447'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0447'STATION AT COOPERSTOWN, THENCE 0.3 MILE EAST ALONG ROLLIN AVENUE, IN
 SM0447'SECTION 24, T 146 N, R 59 W, AT THE INTERSECTION OF ROLLIN AVENUE AND
 SM0447'10TH STREET, 32 FEET NORTH OF THE CENTER LINE OF ROLLIN AVENUE, 20
 SM0447'FEET WEST OF THE CENTER LINE OF 10TH STREET, SET IN THE TOP OF THE
 SM0447'CONCRETE CURB ON THE WEST SIDE OF 10TH STREET, 2 FEET NORTH OF THE
 SM0447'NORTH EDGE OF AN EAST-WEST SIDEWALK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 SM0447'OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1124 ***********************************************************************
 SM1124  DESIGNATION -  COOPERSTOWN MUNICIPAL TANK
 SM1124  PID         -  SM1124
 SM1124  STATE/COUNTY-  ND/GRIGGS
 SM1124  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM1124
 SM1124                         *CURRENT SURVEY CONTROL
 SM1124  ___________________________________________________________________
 SM1124* NAD 83(1996)-  47 26 54.66145(N)    098 07 35.03991(W)     ADJUSTED  
 SM1124* NAVD 88     -                                                        
 SM1124  ___________________________________________________________________
 SM1124  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 SM1124  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM1124
 SM1124  HORZ ORDER  -  THIRD
 SM1124
 SM1124.The horizontal coordinates were established by classical geodetic methods
 SM1124.and adjusted by the National Geodetic Survey in January 1998..
 SM1124
 SM1124
 SM1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1124
 SM1124.The geoid height was determined by GEOID03.
 SM1124
 SM1124;                    North         East     Units Scale Factor Converg.
 SM1124;SPC ND N     -    52,625.458   778,981.368   MT  0.99999705   +1 45 58.6
 SM1124;SPC ND N     -   172,655.70  2,555,713.15   iFT  0.99999705   +1 45 58.6
 SM1124;UTM  14      - 5,255,378.023   565,857.892   MT  0.99965330   +0 38 36.9
 SM1124
 SM1124                          SUPERSEDED SURVEY CONTROL
 SM1124
 SM1124  NAD 83(1986)-  47 26 54.65936(N)    098 07 35.03604(W) AD(       ) 4
 SM1124  NAD 27      -  47 26 54.68000(N)    098 07 33.69600(W) AD(       ) 3
 SM1124
 SM1124.Superseded values are not recommended for survey control.
 SM1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1124.See file dsdata.txt to determine how the superseded data were derived.
 SM1124
 SM1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6585855378(NAD 83)
 SM1124_MARKER: 53 = ELEVATED TANK
 SM1124
 SM1124  HISTORY     - Date     Condition        Report By
 SM1124  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1124
 SM1124                          STATION DESCRIPTION
 SM1124
 SM1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1124'THIS STATION IS LOCATED IN THE NW PART OF THE TOWN OF COOPERSTOWN.
 SM1124'IT IS CONSTRUCTED OF STEEL, PAINTED BLACK WITH AN ALUMINUM
 SM1124'TOP.  IT IS ABOUT 120 FEET HIGH AND HAS A BALL CENTERED AT
 SM1124'THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0413 ***********************************************************************
 SM0413  DESIGNATION -  COOPERSTOWN RM 1
 SM0413  PID         -  SM0413
 SM0413  STATE/COUNTY-  ND/GRIGGS
 SM0413  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0413
 SM0413                         *CURRENT SURVEY CONTROL
 SM0413  ___________________________________________________________________
 SM0413* NAD 83(1986)-  47 27 00.     (N)    098 08 57.     (W)     SCALED    
 SM0413* NAVD 88     -       456.333  (meters)    1497.15   (feet)  ADJUSTED  
 SM0413  ___________________________________________________________________
 SM0413  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SM0413  DYNAMIC HT  -         456.383 (meters)    1497.32  (feet)  COMP
 SM0413  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SM0413
 SM0413  VERT ORDER  -  SECOND    CLASS 0
 SM0413
 SM0413.The horizontal coordinates were scaled from a topographic map and have
 SM0413.an estimated accuracy of +/- 6 seconds.
 SM0413
 SM0413.The orthometric height was determined by differential leveling
 SM0413.and adjusted by the National Geodetic Survey in June 1991..
 SM0413
 SM0413.The geoid height was determined by GEOID03.
 SM0413
 SM0413.The dynamic height is computed by dividing the NAVD 88
 SM0413.geopotential number by the normal gravity value computed on the
 SM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0413.degrees latitude (g = 980.6199 gals.).
 SM0413
 SM0413.The modeled gravity was interpolated from observed gravity values.
 SM0413
 SM0413;                    North         East    Units  Estimated Accuracy
 SM0413;SPC ND N     -    52,740.      777,260.      MT  (+/- 180 meters Scaled)
 SM0413
 SM0413                          SUPERSEDED SURVEY CONTROL
 SM0413
 SM0413  NGVD 29 (??/??/92)  455.977  (m)         1495.98   (f) ADJ UNCH    2 0
 SM0413
 SM0413.Superseded values are not recommended for survey control.
 SM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0413.See file dsdata.txt to determine how the superseded data were derived.
 SM0413
 SM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT641555(NAD 83)
 SM0413_MARKER: DR = REFERENCE MARK DISK
 SM0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0413_STAMPING: COOPERSTOWN NO 1 1941
 SM0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0413+STABILITY: SURFACE MOTION
 SM0413
 SM0413  HISTORY     - Date     Condition        Report By
 SM0413  HISTORY     - 1941     MONUMENTED       CGS
 SM0413  HISTORY     - 1963     GOOD             NGS
 SM0413
 SM0413                          STATION DESCRIPTION
 SM0413
 SM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0413'1.6 MI NW FROM COOPERSTOWN.
 SM0413'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0413'STATION AT COOPERSTOWN, THENCE 0.3 MILE WEST ALONG ROLLIN AVENUE,
 SM0413'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.6 MILE WEST ACROSS A
 SM0413'CULTIVATED FIELD AND ALONG AN EAST-WEST FENCE, IN SECTION 23, T 146 N,
 SM0413'R 59 W, ON TOP OF THE HIGHEST FIELD IN THE VICINITY, 202 FEET NORTH OF
 SM0413'AN EAST-WEST FENCE, 66.1 FEET NORTHEAST OF COOPERSTOWN 1941, ABOUT 3
 SM0413'FEET BELOW THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 SM0413'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0415 ***********************************************************************
 SM0415  DESIGNATION -  COOPERSTOWN RM 2
 SM0415  PID         -  SM0415
 SM0415  STATE/COUNTY-  ND/GRIGGS
 SM0415  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0415
 SM0415                         *CURRENT SURVEY CONTROL
 SM0415  ___________________________________________________________________
 SM0415* NAD 83(1986)-  47 27 00.     (N)    098 08 57.     (W)     SCALED    
 SM0415* NAVD 88     -       457.510  (meters)    1501.01   (feet)  ADJUSTED  
 SM0415  ___________________________________________________________________
 SM0415  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SM0415  DYNAMIC HT  -         457.560 (meters)    1501.18  (feet)  COMP
 SM0415  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SM0415
 SM0415  VERT ORDER  -  SECOND    CLASS 0
 SM0415
 SM0415.The horizontal coordinates were scaled from a topographic map and have
 SM0415.an estimated accuracy of +/- 6 seconds.
 SM0415
 SM0415.The orthometric height was determined by differential leveling
 SM0415.and adjusted by the National Geodetic Survey in June 1991..
 SM0415
 SM0415.The geoid height was determined by GEOID03.
 SM0415
 SM0415.The dynamic height is computed by dividing the NAVD 88
 SM0415.geopotential number by the normal gravity value computed on the
 SM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0415.degrees latitude (g = 980.6199 gals.).
 SM0415
 SM0415.The modeled gravity was interpolated from observed gravity values.
 SM0415
 SM0415;                    North         East    Units  Estimated Accuracy
 SM0415;SPC ND N     -    52,740.      777,260.      MT  (+/- 180 meters Scaled)
 SM0415
 SM0415                          SUPERSEDED SURVEY CONTROL
 SM0415
 SM0415  NGVD 29 (??/??/92)  457.154  (m)         1499.85   (f) ADJ UNCH    2 0
 SM0415
 SM0415.Superseded values are not recommended for survey control.
 SM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0415.See file dsdata.txt to determine how the superseded data were derived.
 SM0415
 SM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT641555(NAD 83)
 SM0415_MARKER: DR = REFERENCE MARK DISK
 SM0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0415_STAMPING: COOPERSTOWN NO 2 1941
 SM0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0415+STABILITY: SURFACE MOTION
 SM0415
 SM0415  HISTORY     - Date     Condition        Report By
 SM0415  HISTORY     - 1941     MONUMENTED       CGS
 SM0415  HISTORY     - 1963     GOOD             NGS
 SM0415
 SM0415                          STATION DESCRIPTION
 SM0415
 SM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0415'1.6 MI NW FROM COOPERSTOWN.
 SM0415'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0415'STATION AT COOPERSTOWN, THENCE 0.3 MILE WEST ALONG ROLLIN AVENUE,
 SM0415'THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, THENCE 0.6 MILE WEST ACROSS A
 SM0415'CULTIVATED FIELD AND ALONG AN EAST-WEST FENCE, IN SECTION 23, T 146 N,
 SM0415'R 59 W, ON TOP OF THE HIGHEST FIELD IN THE VICINITY, 78 FEET NORTH OF
 SM0415'AN EAST-WEST FENCE, 86 FEET SOUTH OF COOPERSTOWN 1941, ABOUT 3 FEET
 SM0415'ABOVE THE STATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SM0415'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1123 ***********************************************************************
 SM1123  DESIGNATION -  COOPERSTOWN WOODWORTH ELEVATOR
 SM1123  PID         -  SM1123
 SM1123  STATE/COUNTY-  ND/GRIGGS
 SM1123  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM1123
 SM1123                         *CURRENT SURVEY CONTROL
 SM1123  ___________________________________________________________________
 SM1123* NAD 83(1996)-  47 26 30.28089(N)    098 07 45.52493(W)     ADJUSTED  
 SM1123* NAVD 88     -                                                        
 SM1123  ___________________________________________________________________
 SM1123  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 SM1123  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM1123
 SM1123  HORZ ORDER  -  THIRD
 SM1123
 SM1123.The horizontal coordinates were established by classical geodetic methods
 SM1123.and adjusted by the National Geodetic Survey in January 1998..
 SM1123
 SM1123
 SM1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1123
 SM1123.The geoid height was determined by GEOID03.
 SM1123
 SM1123;                    North         East     Units Scale Factor Converg.
 SM1123;SPC ND N     -    51,866.101   778,784.999   MT  0.99999836   +1 45 50.8
 SM1123;SPC ND N     -   170,164.37  2,555,068.89   iFT  0.99999836   +1 45 50.8
 SM1123;UTM  14      - 5,254,622.919   565,646.755   MT  0.99965296   +0 38 28.9
 SM1123
 SM1123                          SUPERSEDED SURVEY CONTROL
 SM1123
 SM1123  NAD 83(1986)-  47 26 30.27876(N)    098 07 45.52130(W) AD(       ) 4
 SM1123  NAD 27      -  47 26 30.29800(N)    098 07 44.18000(W) AD(       ) 3
 SM1123
 SM1123.Superseded values are not recommended for survey control.
 SM1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1123.See file dsdata.txt to determine how the superseded data were derived.
 SM1123
 SM1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6564754623(NAD 83)
 SM1123_MARKER: 84 = LIGHTNING ROD
 SM1123
 SM1123  HISTORY     - Date     Condition        Report By
 SM1123  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1123
 SM1123                          STATION DESCRIPTION
 SM1123
 SM1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1123'STATION IS LOCATED IN THE SW PART OF THE TOWN OF COOPERSTOWN.
 SM1123'IT IS 0.05 MILE S OF STATE HIGHWAY 7 AND 0.05 MILE W OF THE
 SM1123'RAILROAD TRACKS.
 SM1123'
 SM1123'THE STATION IS A LARGE WOODEN STRUCTURE, PAINTED RED AND HAS
 SM1123'THE FOLLOWING LETTERS IN WHITE ON THE N SIDE WOODWORTH ELEVATOR
 SM1123'CO.  IT IS ABOUT 80 FEET HIGH.  THE CENTER ONE OF THREE LIGHTNING
 SM1123'RODS WAS THE OBJECT SIGHTED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1028 ***********************************************************************
 TF1028  DESIGNATION -  CORN
 TF1028  PID         -  TF1028
 TF1028  STATE/COUNTY-  ND/WARD
 TF1028  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1028
 TF1028                         *CURRENT SURVEY CONTROL
 TF1028  ___________________________________________________________________
 TF1028* NAD 83(1996)-  48 01 45.00309(N)    101 17 43.00974(W)     ADJUSTED  
 TF1028* NAVD 88     -       636.212  (meters)    2087.31   (feet)  ADJUSTED  
 TF1028  ___________________________________________________________________
 TF1028  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 TF1028  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1028  DYNAMIC HT  -         636.297 (meters)    2087.58  (feet)  COMP
 TF1028  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TF1028
 TF1028  HORZ ORDER  -  FIRST
 TF1028  VERT ORDER  -  FIRST     CLASS II
 TF1028
 TF1028.The horizontal coordinates were established by classical geodetic methods
 TF1028.and adjusted by the National Geodetic Survey in January 1998..
 TF1028
 TF1028.The orthometric height was determined by differential leveling
 TF1028.and adjusted by the National Geodetic Survey in June 1991..
 TF1028
 TF1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1028
 TF1028.The geoid height was determined by GEOID03.
 TF1028
 TF1028.The dynamic height is computed by dividing the NAVD 88
 TF1028.geopotential number by the normal gravity value computed on the
 TF1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1028.degrees latitude (g = 980.6199 gals.).
 TF1028
 TF1028.The modeled gravity was interpolated from observed gravity values.
 TF1028
 TF1028;                    North         East     Units Scale Factor Converg.
 TF1028;SPC ND N     -   114,729.845   540,690.206   MT  0.99993631   -0 35 30.5
 TF1028;SPC ND N     -   376,410.25  1,773,918.00   iFT  0.99993631   -0 35 30.5
 TF1028;UTM  14      - 5,322,091.009   328,883.711   MT  0.99995980   -1 42 24.9
 TF1028
 TF1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1028!SPC ND N     -   0.99990344  x   0.99993631  =   0.99983976
 TF1028!UTM  14      -   0.99990344  x   0.99995980  =   0.99986324
 TF1028
 TF1028:                Primary Azimuth Mark                     Grid Az
 TF1028:SPC ND N     -  CORN 2 AZ MK                             001 29 34.6
 TF1028:UTM  14      -  CORN 2 AZ MK                             002 36 29.0
 TF1028
 TF1028|---------------------------------------------------------------------|
 TF1028| PID    Reference Object                     Distance      Geod. Az  |
 TF1028|                                                           dddmmss.s |
 TF1028| TF1035 CORN 2 AZ MK                                       0005404.1 |
 TF1028| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX.26.1 KM 0275513.5 |
 TF1028| TF1031 CORN 2                               22.278 METERS 09212     |
 TF1028| TF2161 S PRAIRIE W RADAR DOME OF 3         APPROX. 2.9 KM 1812923.4 |
 TF1028| TF1026 CORN RM 1                            75.804 METERS 21229     |
 TF1028| AJ5159 CORN RM 1 RESET                      64.261 METERS 21229     |
 TF1028| TF1027 CORN RM 2                                          27832     |
 TF1028| AJ5160 CORN RM 2 RESET                      35.646 METERS 27832     |
 TF1028| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX. 4.2 KM 3032040.2 |
 TF1028| TF2162 SARON LUTHERAN CHURCH SPIRE         APPROX. 7.4 KM 3465147.9 |
 TF1028| CQ8143 CORN AZ MK RESET                                   3564749.6 |
 TF1028| TF1034 CORN AZ MK                                         3565245.3 |
 TF1028|---------------------------------------------------------------------|
 TF1028
 TF1028                          SUPERSEDED SURVEY CONTROL
 TF1028
 TF1028  NAD 83(1986)-  48 01 45.00331(N)    101 17 43.00713(W) AD(       ) 1
 TF1028  NAD 27      -  48 01 44.96780(N)    101 17 41.42120(W) AD(       ) 1
 TF1028  NGVD 29 (??/??/92)  635.825  (m)         2086.04   (f) ADJ UNCH    1 2
 TF1028
 TF1028.Superseded values are not recommended for survey control.
 TF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1028.See file dsdata.txt to determine how the superseded data were derived.
 TF1028
 TF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2888422091(NAD 83)
 TF1028_MARKER: DS = TRIANGULATION STATION DISK
 TF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1028_STAMPING: CORN 1934
 TF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1028+STABILITY: SURFACE MOTION
 TF1028
 TF1028  HISTORY     - Date     Condition        Report By
 TF1028  HISTORY     - 1934     MONUMENTED       CGS
 TF1028  HISTORY     - 1935     GOOD             CGS
 TF1028  HISTORY     - 1962     GOOD             CGS
 TF1028  HISTORY     - 1962     GOOD             NGS
 TF1028  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TF1028
 TF1028                          STATION DESCRIPTION
 TF1028
 TF1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF1028'STATION IS LOCATED ON A SMALL GRASSY HILL, 168 FEET E OF
 TF1028'U.S. HIGHWAY 83, 100 YARDS S OF E-W FENCE AND 1.6 MILES S
 TF1028'OF JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 53.  THE
 TF1028'STATION IS 135 FEET E OF TELEGRAPH POLE 7 AND IS LOCATED ON
 TF1028'PUBLIC LAND.
 TF1028'
 TF1028'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 TF1028'DISKS SET IN CONCRETE.
 TF1028'
 TF1028'REFERENCE MARK NO. 1 IS NW OF STATION, 32 FEET E OF CENTER
 TF1028'LINE OF U.S. HIGHWAY 83, 56 FEET N OF POLE 5 AND 2 FEET E
 TF1028'OF POLE LINE.
 TF1028'
 TF1028'REFERENCE MARK NO. 2 IS SW OF STATION, 32 FEET E OF CENTER
 TF1028'LINE OF U.S. HIGHWAY 83, 7 FEET SE OF POLE 7 AND 2 FEET E
 TF1028'OF POLE LINE.
 TF1028'
 TF1028'AZIMUTH MARK IS N OF STATION, BEING LOCATED IN CORNER OF
 TF1028'YARD OF FARMHOUSE BELONGING TO MR. HEZNALL.  IT IS 30 FEET
 TF1028'W OF CENTER LINE OF U.S. HIGHWAY 83, 33 FEET S OF PRIVATE
 TF1028'DRIVE AND 70 FEET FROM NE CORNER OF HOUSE.
 TF1028'
 TF1028'STATION IS REACHED FROM MINOT, BY DRIVING S ON U.S. HIGHWAY
 TF1028'83 TO JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 53.  FROM
 TF1028'JUNCTION CONTINUE S ON U.S. HIGHWAY 83 FOR 1.6 MILES TO TOP
 TF1028'OF SMALL HILL.  AT THIS POINT TURN E AND DRIVE 12 YARDS TO
 TF1028'TOP OF HILL AND STATION.
 TF1028'
 TF1028'A 4-FOOT STAND CLEARS ALL LINES.
 TF1028
 TF1028                          STATION RECOVERY (1935)
 TF1028
 TF1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EES)
 TF1028'STATION RECOVERED BUT TWO REFERENCE MARKS AND THE AZIMUTH
 TF1028'MARK WERE DESTROYED BY HIGHWAY CONSTRUCTION.  NEW MARKS TO
 TF1028'SUBSTITUTE FOR THESE WERE ESTABLISHED AND RELOCATED AS FOLLOWS--
 TF1028'REFERENC MARK NO. 1, A STANDARD BRONZE DISK WAS SET IN AN
 TF1028'8-INCH SQUARE CONCRETE POST AND STAMPED CORN NO. 1 RESET
 TF1028'1935.  THIS NEW MARK IS SET ABOUT 55 FEET E OF THE CENTER
 TF1028'LINE OF THE HIGHWAY, AND WAS SET ON LINE BETWEEN STATION
 TF1028'CORN AND CORN REFERENCE NO. 1, AND 11.439 METERS CLOSER TO
 TF1028'STATION CORN THAN THE OLD CORN REFERENCE NO. 1.
 TF1028'
 TF1028'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK WAS SET IN AN 8-INCH
 TF1028'SQUARE CONCRETE POST STAMPED CORN NO. 2 RESET 1935.  THE NEW MARK
 TF1028'IS SET ABOUT 55 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 TF1028'AND WAS SET ON THE LINE BETWEEN STATION CORN AND CORN REFERENCE
 TF1028'NO. 2, AND 5.626 METERS CLOSER TO STATION CORN THAN THE OLD
 TF1028'CORN REFERENCE NO. 2.
 TF1028'
 TF1028'AZIMUTH MARK, A STANDARD BRONZE DISK, WAS SET IN AN 8-INCH
 TF1028'SQUARE CONCRETE POST STAMPED CORN AZIMUTH RESET 1935.  THE
 TF1028'NEW MARK IS STILL LOCATED ON THE W SIDE OF THE HIGHWAY ABOUT
 TF1028'70 FEET W OF CENTER LINE IN LINE WITH TELEPHONE POLES, AND
 TF1028'IS SET 195.85 METERS N OF OLD AZIMUTH MARK, ALONG AND ON,
 TF1028'THE PROJECTED LINE THROUGH STATION CORN AND CORN AZIMUTH.
 TF1028
 TF1028                          STATION RECOVERY (1962)
 TF1028
 TF1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF1028'THE STATION IS LOCATED 12-1/2 MILES SOUTH OF THE TOWN OF
 TF1028'MINOT, IN THE NW 1/4 OF SEC. 36, T153N, R83W, ON A LOW GRASSY
 TF1028'HILL IN PASTURE LAND.
 TF1028'
 TF1028'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 83, 2, AND 52 ON
 TF1028'THE SOUTHERN EDGE OF MINOT, GO SOUTH ON U.S. HIGHWAY 83
 TF1028'FOR 12.5 MILES TO A CROSSROAD AND THE JUNCTION OF U.S. HIGHWAY
 TF1028'83 AND COUNTY ROAD 18.  CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR
 TF1028'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE
 TF1028'ROAD.  CONTINUE AHEAD, SOUTH, ON U.S. HIGHWAY 83 FOR 0.8 MILE
 TF1028'TO THE STATION ON THE LEFT, EAST, SIDE OF THE ROAD.
 TF1028'
 TF1028'THE STATION MARK IS A STANDARD DISK STAMPED CORN 1934 AND
 TF1028'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF1028'PROJECTS 8 INCHES.  IT IS 165 FEET EAST OF THE CENTER OF
 TF1028'U.S. HIGHWAY 83 AND 3.2 FEET WEST OF THE WITNESS POST.
 TF1028'
 TF1028'REFERENCE MARK NO. 1, STAMPED CORN NO 1 1934 RESET 1935, IS
 TF1028'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TF1028'MONUMENT WITH IS FLUSH WITH THE GROUND.  IT IS 53 FEET EAST
 TF1028'OF THE CENTER OF U.S. HIGHWAY 83 AND 1 FOOT WEST OF A FENCE.
 TF1028'
 TF1028'REFERENCE MARK NO. 2, STAMPED CORN NO 2 1934 RESET 1935, IS
 TF1028'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TF1028'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 53 FEET EAST
 TF1028'OF THE CENTER OF U.S. HIGHWAY 83 AND 3 FEET WEST OF A FENCE.
 TF1028'
 TF1028'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORN AZIMUTH 1934
 TF1028'AND IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1028'WHICH PROJECTS 2 INCHES.  IT IS 70 FEET WEST OF THE CENTER
 TF1028'OF U.S. HIGHWAY 83, 9.8 FEET WEST OF A WITNESS POST AND
 TF1028'8-1/2 FEET WEST OF A FENCE.
 TF1028
 TF1028                          STATION RECOVERY (1962)
 TF1028
 TF1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TF1028'13.9 MI S FROM MINOT.
 TF1028'13.9 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1028'ABOUT 0.5 MILE SOUTH OF A ROAD INTERSECTION, 170 FEET EAST OF THE
 TF1028'CENTERLINE OF THE HIGHWAY, 3.1 FEET WEST OF A WITNESS POST, ABOUT 12
 TF1028'FEET ABOVE THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST
 TF1028'PROJECTING 0.6 FOOT.
 TF1028
 TF1028                          STATION RECOVERY (1964)
 TF1028
 TF1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 TF1028'STATION RECOVERED AS DESCRIBED IN 1934 AND 1935 AND ALL MARKS
 TF1028'FOUND IN GOOD CONDITION.  U.S. HIGHWAY 83 IS BEING MADE INTO
 TF1028'A FOUR-LANE HIGHWAY AND ALL MARKS AT THIS STATION WERE IN THE
 TF1028'WAY OF CONSTRUCTION.  A NEW STATION WAS ESTABLISHED IN THE
 TF1028'IMMEDIATE VICINITY AND THIS STATION WAS DESTROYED.  FOR DETAILS
 TF1028'SEE DESCRIPTION FOR STATION CORN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1950 ***********************************************************************
 TG1950  DESIGNATION -  CORN
 TG1950  PID         -  TG1950
 TG1950  STATE/COUNTY-  ND/BURKE
 TG1950  USGS QUAD   -  ATCOAL (1981)
 TG1950
 TG1950                         *CURRENT SURVEY CONTROL
 TG1950  ___________________________________________________________________
 TG1950* NAD 83(1996)-  48 58 12.67085(N)    102 55 25.93835(W)     ADJUSTED  
 TG1950* NAVD 88     -       590.     (meters)    1936.     (feet)  SCALED    
 TG1950  ___________________________________________________________________
 TG1950  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 TG1950  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1950
 TG1950  HORZ ORDER  -  THIRD
 TG1950
 TG1950.The horizontal coordinates were established by classical geodetic methods
 TG1950.and adjusted by the National Geodetic Survey in January 1998..
 TG1950
 TG1950.The orthometric height was scaled from a topographic map.
 TG1950
 TG1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1950
 TG1950.The geoid height was determined by GEOID03.
 TG1950
 TG1950;                    North         East     Units Scale Factor Converg.
 TG1950;SPC ND N     -   221,855.320   422,554.565   MT  1.00005561   -1 48 13.3
 TG1950;SPC ND N     -   727,871.78  1,386,333.87   iFT  1.00005561   -1 48 13.3
 TG1950;UTM  13      - 5,426,218.583   651,939.316   MT  0.99988361   +1 33 59.3
 TG1950
 TG1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1950!SPC ND N     -   0.99991050  x   1.00005561  =   0.99996611
 TG1950!UTM  13      -   0.99991050  x   0.99988361  =   0.99979413
 TG1950
 TG1950:                Primary Azimuth Mark                     Grid Az
 TG1950:SPC ND N     -  ROSS                                     357 37 47.8
 TG1950:UTM  13      -  ROSS                                     354 15 35.2
 TG1950
 TG1950|---------------------------------------------------------------------|
 TG1950| PID    Reference Object                     Distance      Geod. Az  |
 TG1950|                                                           dddmmss.s |
 TG1950| TG2065 ROSS                                APPROX. 3.4 KM 3554934.5 |
 TG1950|---------------------------------------------------------------------|
 TG1950
 TG1950                          SUPERSEDED SURVEY CONTROL
 TG1950
 TG1950  NAD 83(1986)-  48 58 12.67126(N)    102 55 25.93324(W) AD(       ) 3
 TG1950
 TG1950.Superseded values are not recommended for survey control.
 TG1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1950.See file dsdata.txt to determine how the superseded data were derived.
 TG1950
 TG1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5193926219(NAD 83)
 TG1950_MARKER: Z = SEE DESCRIPTION
 TG1950_SETTING: 0 = UNSPECIFIED SETTING
 TG1950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1950
 TG1950  HISTORY     - Date     Condition        Report By
 TG1950  HISTORY     - 1911     MONUMENTED       IBC
 TG1950
 TG1950                          STATION DESCRIPTION
 TG1950
 TG1950'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1950'ABOUT 2 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 618, IN SE
 TG1950'1/4 SECTION 6, TOWNSHIP 163 N, RANGE 94 W, FIFTH PRINCIPAL MERIDIAN.
 TG1950'ON THE HIGHEST KNOLL IN THE VICINITY.  THE STATION IS ON THE SOUTHWEST
 TG1950'PART OF THE TOP OF THE KNOLL.
 TG1950'
 TG1950'STATION MARK--A FLAT ROCK OVER A BOTTLE BURIED 2 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1031 ***********************************************************************
 TF1031  DESIGNATION -  CORN 2
 TF1031  PID         -  TF1031
 TF1031  STATE/COUNTY-  ND/WARD
 TF1031  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1031
 TF1031                         *CURRENT SURVEY CONTROL
 TF1031  ___________________________________________________________________
 TF1031* NAD 83(1996)-  48 01 44.97532(N)    101 17 41.93521(W)     ADJUSTED  
 TF1031* NAVD 88     -       634.038  (meters)    2080.17   (feet)  ADJUSTED  
 TF1031  ___________________________________________________________________
 TF1031  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 TF1031  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1031  DYNAMIC HT  -         634.122 (meters)    2080.45  (feet)  COMP
 TF1031  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TF1031
 TF1031  HORZ ORDER  -  SECOND
 TF1031  VERT ORDER  -  FIRST     CLASS II
 TF1031
 TF1031.The horizontal coordinates were established by classical geodetic methods
 TF1031.and adjusted by the National Geodetic Survey in January 1998..
 TF1031
 TF1031.The orthometric height was determined by differential leveling
 TF1031.and adjusted by the National Geodetic Survey in June 1991..
 TF1031
 TF1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1031
 TF1031.The geoid height was determined by GEOID03.
 TF1031
 TF1031.The dynamic height is computed by dividing the NAVD 88
 TF1031.geopotential number by the normal gravity value computed on the
 TF1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1031.degrees latitude (g = 980.6199 gals.).
 TF1031
 TF1031.The modeled gravity was interpolated from observed gravity values.
 TF1031
 TF1031;                    North         East     Units Scale Factor Converg.
 TF1031;SPC ND N     -   114,728.758   540,712.456   MT  0.99993631   -0 35 29.7
 TF1031;SPC ND N     -   376,406.69  1,773,991.00   iFT  0.99993631   -0 35 29.7
 TF1031;UTM  14      - 5,322,089.489   328,905.937   MT  0.99995971   -1 42 24.1
 TF1031
 TF1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1031!SPC ND N     -   0.99990378  x   0.99993631  =   0.99984010
 TF1031!UTM  14      -   0.99990378  x   0.99995971  =   0.99986349
 TF1031
 TF1031|---------------------------------------------------------------------|
 TF1031| PID    Reference Object                     Distance      Geod. Az  |
 TF1031|                                                           dddmmss.s |
 TF1031| TF1030 CORN 2 RM 4                          15.508 METERS 09349     |
 TF1031| TF1028 CORN                                 22.278 METERS 27212     |
 TF1031| TF1034 CORN AZ MK                                         3555101.6 |
 TF1031| TF1029 CORN 2 RM 3                          17.029 METERS 35831     |
 TF1031| TF1035 CORN 2 AZ MK                                       3595502.1 |
 TF1031|---------------------------------------------------------------------|
 TF1031
 TF1031                          SUPERSEDED SURVEY CONTROL
 TF1031
 TF1031  NAD 83(1986)-  48 01 44.97554(N)    101 17 41.93261(W) AD(       ) 2
 TF1031  NAD 27      -  48 01 44.94500(N)    101 17 40.32900(W) AD(       ) 2
 TF1031  NGVD 29 (07/19/86)  633.67   (m)         2079.0    (f) LEVELING    3  
 TF1031
 TF1031.Superseded values are not recommended for survey control.
 TF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1031.See file dsdata.txt to determine how the superseded data were derived.
 TF1031
 TF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2890622089(NAD 83)
 TF1031_MARKER: DS = TRIANGULATION STATION DISK
 TF1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1031_STAMPING: CORN 2 1964
 TF1031_MARK LOGO: CGS   
 TF1031_PROJECTION: FLUSH
 TF1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1031+STABILITY: SURFACE MOTION
 TF1031
 TF1031  HISTORY     - Date     Condition        Report By
 TF1031  HISTORY     - 1964     MONUMENTED       CGS
 TF1031  HISTORY     - 1964     GOOD             CGS
 TF1031  HISTORY     - 19810723 GOOD             NGS
 TF1031  HISTORY     - 1982     GOOD             NGS
 TF1031  HISTORY     - 1982     GOOD             NGS
 TF1031
 TF1031                          STATION DESCRIPTION
 TF1031
 TF1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WGT)
 TF1031'THE STATION IS ABOUT 14 MILES SOUTH OF MINOT, ABOUT 0.5 MILE
 TF1031'SOUTH OF A ROAD INTERSECTION, 158 FEET EAST OF THE CENTERLINE
 TF1031'OF THE EAST LANE OF A DUAL HIGHWAY AND 2 FEET NORTH OF A
 TF1031'METAL WITNESS POST.
 TF1031'
 TF1031'THE STATION IS ON A SMALL KNOLL ON EAST SIDE OF HIGHWAY.  THE
 TF1031'STATION MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 TF1031'CORN 2 1964.
 TF1031'
 TF1031'R.M. NO. 3 IS NORTH OF THE STATION AND IS ABOUT 158 FEET EAST
 TF1031'OF THE CENTERLINE OF THE EAST LANE OF DUAL HIGHWAY.  THE MARK
 TF1031'PROJECTS ABOUT 10 INCHES AND DISK IS STAMPED CORN 2 NO 3 1964.
 TF1031'
 TF1031'R.M. NO. 4 IS EAST OF THE STATION, AND IS ABOUT 209 FEET EAST
 TF1031'OF THE CENTERLINE OF EAST LANE OF DUAL HIGHWAY.  MARK PROJECTS
 TF1031'ABOUT 12 INCHES AND DISK IS STAMPED CORN 2 NO 4 1964.
 TF1031'
 TF1031'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION,
 TF1031'ABOUT 158 FEET EAST OF THE CENTERLINE OF THE EAST LANE OF
 TF1031'DUAL HIGHWAY AND 2 FEET SOUTH OF A METAL WITNESS POST.  MARK
 TF1031'PROJECTS ABOUT 4 INCHES AND DISK IS STAMPED CORN 2 1964.
 TF1031'
 TF1031'TO REACH THE STATION FROM MINOT, FROM THE JUNCTION OF U.S.
 TF1031'HIGHWAY 83 AND BYPASS 52 ABOUT 1.5 MILES SOUTH OF CENTER OF
 TF1031'TOWN, GO SOUTH ON U.S. 83 FOR 12.1 MILES TO CROSSROADS, CONTINUE
 TF1031'SOUTH FOR 0.5 MILE TO TOP OF RIDGE AND STATION ON LEFT AS
 TF1031'DESCRIBED.  THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE
 TF1031'ABOVE CROSSROAD.
 TF1031
 TF1031                          STATION RECOVERY (1964)
 TF1031
 TF1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TF1031'13.9 MI S FROM MINOT.
 TF1031'ABOUT 13.9 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1031'MINOT, WARD COUNTY, ABOUT 2 MILES NORTH OF AIR FORCE RADAR
 TF1031'INSTALLATION, ABOUT 0.5 MILE SOUTH OF A ROAD INTERSECTION, ABOUT 158
 TF1031'FEET EAST OF THE CENTERLINE OF THE EAST LANE OF THE DUAL HIGHWAY AND
 TF1031'1.5 FEET NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 TF1031'POST PROJECTING ABOUT 4 INCHES.
 TF1031
 TF1031                          STATION RECOVERY (1981)
 TF1031
 TF1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 TF1031'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 TF1031'CONDITION.  REFERENCE MARK 4 HAS BEEN DESTROYED BY FARMING OPERATIONS
 TF1031'AND THE AZIMUTH MARK WAS NOT FOUND BUT THE SITE WHERE IT WAS LOCATED
 TF1031'IS NOW IN THE EDGE OF A CULTIVATED FIELD AND HAS PROBABLY BEEN
 TF1031'DESTROYED.  REFERENCE MARK 5, WAS ESTABLISHED BUT NO AZIMUTH MARK WAS
 TF1031'ESTABLISHED AS THERE ARE LANDMARKS THAT ARE VG AND STATION SAGE 1962
 TF1031'IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH.  IT APPEARS AS THOUGH THE
 TF1031'LANDMARK REFERRED TO IN 1964 AS KMOT TV TOWER IS THE SAME LANMARK AS
 TF1031'SOUTH PRARIE TV STA KXMC MAST.  NEW DESCRIPTIVE TEXT FOLLOWS.
 TF1031' 
 TF1031'THE STATION IS A STANDARD CGS DISK STAMPED--CORN 2 1964--, SET INTO
 TF1031'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 TF1031'FLUSH WITH THE GROUND.  LOCATED 48.2 M (158 FT) EAST FROM THE CENTER
 TF1031'OF NORTH BOUND LANES OF U.S. HIGHWAY 83, 1.3 M (4.3 FT) WEST FROM THE
 TF1031'EDGE OF CULTIVATED FIELD AND 0.68 M (2.2 FT) NORTH FROM A METAL
 TF1031'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD CGS MARK, IMBEDDED
 TF1031'IN AN IRREGULAR MASS OF CONCRETE.
 TF1031' 
 TF1031'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--CORN 2 NO 3
 TF1031'1964--, SET INTO THE TOP OF A SQUARE CONCRETE, 18 CM IN DIAMETER,
 TF1031'PROJECTING 15 CM ABOVE THE GROUND. LOCATED 47.9 METERS (157.2 FT) EAST
 TF1031'FROM CENTER OF NORTH BOUND LANES OF U.S. HIGHWAY 83.  1.7 METER (5.6
 TF1031'FT) WEST FROM EDGE OF CULTIVATED FIELD. 0.31 METER (1.02 FT) NORTH
 TF1031'FROM A METAL WITNESS POST AND 0.74 METER (2.43 FT) LOWER THAN THE
 TF1031'STATION.
 TF1031' 
 TF1031'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--CORN 2 1964 NO 5
 TF1031'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 TF1031'(30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 TF1031'LOCATED 47.5 METERS (155.8 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 TF1031'LANES OF U.S. HIGHWAY 83.  2.5 METERS (8.2 FT) WEST FROM THE EDGE OF
 TF1031'THE CULTIVATED FIELD.  0.35 NORTH FROM A METAL WITNESS POST AND 0.42
 TF1031'METER (1.38 FT) HIGHER THAN THE STATION..
 TF1031
 TF1031                          STATION RECOVERY (1982)
 TF1031
 TF1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1031'RECOVERED IN GOOD CONDITION.
 TF1031
 TF1031                          STATION RECOVERY (1982)
 TF1031
 TF1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1035 ***********************************************************************
 TF1035  DESIGNATION -  CORN 2 AZ MK
 TF1035  PID         -  TF1035
 TF1035  STATE/COUNTY-  ND/WARD
 TF1035  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1035
 TF1035                         *CURRENT SURVEY CONTROL
 TF1035  ___________________________________________________________________
 TF1035* NAD 83(1986)-  48 02 30.     (N)    101 17 48.     (W)     SCALED    
 TF1035* NAVD 88     -       636.09   (+/-2cm)    2086.9    (feet)  VERTCON   
 TF1035  ___________________________________________________________________
 TF1035  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1035
 TF1035  VERT ORDER  -  THIRD (See Below)
 TF1035
 TF1035.The horizontal coordinates were scaled from a topographic map and have
 TF1035.an estimated accuracy of +/- 6 seconds.
 TF1035
 TF1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1035.The vertical order pertains to the NGVD 29 superseded value.
 TF1035
 TF1035.The geoid height was determined by GEOID03.
 TF1035
 TF1035;                    North         East    Units  Estimated Accuracy
 TF1035;SPC ND N     -   116,120.      540,600.      MT  (+/- 180 meters Scaled)
 TF1035
 TF1035                          SUPERSEDED SURVEY CONTROL
 TF1035
 TF1035  NGVD 29 (11/04/04)  635.70   (m)         2085.6    (f) RESET       3  
 TF1035
 TF1035.Superseded values are not recommended for survey control.
 TF1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1035.See file dsdata.txt to determine how the superseded data were derived.
 TF1035
 TF1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU288234(NAD 83)
 TF1035_MARKER: DZ = AZIMUTH MARK DISK
 TF1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1035_STAMPING: CORN 2 1964
 TF1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1035+STABILITY: SURFACE MOTION
 TF1035
 TF1035  HISTORY     - Date     Condition        Report By
 TF1035  HISTORY     - 1964     MONUMENTED       CGS
 TF1035  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1035  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF1035
 TF1035                          STATION DESCRIPTION
 TF1035
 TF1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1035'13.1 MI S FROM MINOT.
 TF1035'13.1 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1035'WARD COUNTY, ABOUT 0.7 MILE SOUTH OF THE CROSSROADS KNOWN AS
 TF1035'STRINGTOWN, ABOUT 158 FEET EAST OF THE CENTERLINE OF THE EAST LANE OF
 TF1035'THE DUAL HIGHWAY AND 2 FEET SOUTH OF A METAL WITNESS POST.  SET IN THE
 TF1035'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 TF1035
 TF1035                          STATION RECOVERY (1981)
 TF1035
 TF1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1035'MARK NOT FOUND.
 TF1035
 TF1035                          STATION RECOVERY (1982)
 TF1035
 TF1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1029 ***********************************************************************
 TF1029  DESIGNATION -  CORN 2 RM 3
 TF1029  PID         -  TF1029
 TF1029  STATE/COUNTY-  ND/WARD
 TF1029  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1029
 TF1029                         *CURRENT SURVEY CONTROL
 TF1029  ___________________________________________________________________
 TF1029* NAD 83(1986)-  48 01 44.     (N)    101 17 42.     (W)     SCALED    
 TF1029* NAVD 88     -       633.302  (meters)    2077.76   (feet)  ADJUSTED  
 TF1029  ___________________________________________________________________
 TF1029  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1029  DYNAMIC HT  -         633.385 (meters)    2078.03  (feet)  COMP
 TF1029  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TF1029
 TF1029  VERT ORDER  -  FIRST     CLASS II
 TF1029
 TF1029.The horizontal coordinates were scaled from a topographic map and have
 TF1029.an estimated accuracy of +/- 6 seconds.
 TF1029
 TF1029.The orthometric height was determined by differential leveling
 TF1029.and adjusted by the National Geodetic Survey in June 1991..
 TF1029
 TF1029.The geoid height was determined by GEOID03.
 TF1029
 TF1029.The dynamic height is computed by dividing the NAVD 88
 TF1029.geopotential number by the normal gravity value computed on the
 TF1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1029.degrees latitude (g = 980.6199 gals.).
 TF1029
 TF1029.The modeled gravity was interpolated from observed gravity values.
 TF1029
 TF1029;                    North         East    Units  Estimated Accuracy
 TF1029;SPC ND N     -   114,700.      540,710.      MT  (+/- 180 meters Scaled)
 TF1029
 TF1029                          SUPERSEDED SURVEY CONTROL
 TF1029
 TF1029.No superseded survey control is available for this station.
 TF1029
 TF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289220(NAD 83)
 TF1029_MARKER: DR = REFERENCE MARK DISK
 TF1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1029_STAMPING: CORN 2 NO 3 1964
 TF1029_MARK LOGO: CGS   
 TF1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1029+STABILITY: SURFACE MOTION
 TF1029
 TF1029  HISTORY     - Date     Condition        Report By
 TF1029  HISTORY     - 1964     MONUMENTED       CGS
 TF1029  HISTORY     - 1981     GOOD             NGS
 TF1029  HISTORY     - 1982     GOOD             NGS
 TF1029
 TF1029                          STATION DESCRIPTION
 TF1029
 TF1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1029'13.9 MI S FROM MINOT.
 TF1029'ABOUT 13.9 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1029'MINOT, WARD COUNTY, ABOUT 2.0 MILES NORTH OF THE AIR FORCE RADAR
 TF1029'INSTALLATION, ABOUT 0.5 MILE SOUTH OF A ROAD INTERSECTION, ABOUT 158
 TF1029'FEET EAST OF THE CENTERLINE OF THE EAST LANE OF THE DUAL HIGHWAY AND
 TF1029'TO THE NORTH OF STATION CORN.  SET IN THE TOP OF A CONCRETE POST
 TF1029'PROJECTING ABOUT 3 INCHES.
 TF1029
 TF1029                          STATION RECOVERY (1981)
 TF1029
 TF1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1029'RECOVERED IN GOOD CONDITION.
 TF1029
 TF1029                          STATION RECOVERY (1982)
 TF1029
 TF1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1808 ***********************************************************************
 TF1808  DESIGNATION -  CORN 2 RM 5
 TF1808  PID         -  TF1808
 TF1808  STATE/COUNTY-  ND/WARD
 TF1808  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1808
 TF1808                         *CURRENT SURVEY CONTROL
 TF1808  ___________________________________________________________________
 TF1808* NAD 83(1986)-  48 01 44.     (N)    101 17 42.     (W)     SCALED    
 TF1808* NAVD 88     -       634.464  (meters)    2081.57   (feet)  ADJUSTED  
 TF1808  ___________________________________________________________________
 TF1808  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1808  DYNAMIC HT  -         634.548 (meters)    2081.85  (feet)  COMP
 TF1808  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TF1808
 TF1808  VERT ORDER  -  FIRST     CLASS II
 TF1808
 TF1808.The horizontal coordinates were scaled from a topographic map and have
 TF1808.an estimated accuracy of +/- 6 seconds.
 TF1808
 TF1808.The orthometric height was determined by differential leveling
 TF1808.and adjusted by the National Geodetic Survey in June 1991..
 TF1808
 TF1808.The geoid height was determined by GEOID03.
 TF1808
 TF1808.The dynamic height is computed by dividing the NAVD 88
 TF1808.geopotential number by the normal gravity value computed on the
 TF1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1808.degrees latitude (g = 980.6199 gals.).
 TF1808
 TF1808.The modeled gravity was interpolated from observed gravity values.
 TF1808
 TF1808;                    North         East    Units  Estimated Accuracy
 TF1808;SPC ND N     -   114,700.      540,710.      MT  (+/- 180 meters Scaled)
 TF1808
 TF1808                          SUPERSEDED SURVEY CONTROL
 TF1808
 TF1808.No superseded survey control is available for this station.
 TF1808
 TF1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289220(NAD 83)
 TF1808_MARKER: DR = REFERENCE MARK DISK
 TF1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1808_SP_SET: CONCRETE POST
 TF1808_STAMPING: CORN 2 1964 NO 5 1981
 TF1808_MARK LOGO: NGS   
 TF1808_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1808+STABILITY: SURFACE MOTION
 TF1808
 TF1808  HISTORY     - Date     Condition        Report By
 TF1808  HISTORY     - 1981     MONUMENTED       NGS
 TF1808  HISTORY     - 1982     GOOD             NGS
 TF1808
 TF1808                          STATION DESCRIPTION
 TF1808
 TF1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1808'22.4 KM (13.9 MI) SOUTH FROM MINOT.
 TF1808'22.4 KM (13.9 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 TF1808'OFFICE IN MINOT, 47.7 METERS (156.5 FT) EAST OF THE CENTERLINE OF THE
 TF1808'NORTH BOUND LANES OF THE HIGHWAY AND 14.8 METERS (48.6 FT) SOUTH OF
 TF1808'THE STATION MARK.
 TF1808'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1808'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1034 ***********************************************************************
 TF1034  DESIGNATION -  CORN AZ MK
 TF1034  PID         -  TF1034
 TF1034  STATE/COUNTY-  ND/WARD
 TF1034  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1034
 TF1034                         *CURRENT SURVEY CONTROL
 TF1034  ___________________________________________________________________
 TF1034* NAD 83(1986)-  48 02 31.     (N)    101 17 48.     (W)     SCALED    
 TF1034* NAVD 88     -       617.082  (meters)    2024.54   (feet)  ADJUSTED  
 TF1034  ___________________________________________________________________
 TF1034  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1034  DYNAMIC HT  -         617.165 (meters)    2024.82  (feet)  COMP
 TF1034  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 TF1034
 TF1034  VERT ORDER  -  FIRST     CLASS II
 TF1034
 TF1034.The horizontal coordinates were scaled from a topographic map and have
 TF1034.an estimated accuracy of +/- 6 seconds.
 TF1034
 TF1034.The orthometric height was determined by differential leveling
 TF1034.and adjusted by the National Geodetic Survey in June 1991..
 TF1034
 TF1034.The geoid height was determined by GEOID03.
 TF1034
 TF1034.The dynamic height is computed by dividing the NAVD 88
 TF1034.geopotential number by the normal gravity value computed on the
 TF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1034.degrees latitude (g = 980.6199 gals.).
 TF1034
 TF1034.The modeled gravity was interpolated from observed gravity values.
 TF1034
 TF1034;                    North         East    Units  Estimated Accuracy
 TF1034;SPC ND N     -   116,150.      540,600.      MT  (+/- 180 meters Scaled)
 TF1034
 TF1034                          SUPERSEDED SURVEY CONTROL
 TF1034
 TF1034  NGVD 29 (??/??/92)  616.697  (m)         2023.28   (f) ADJ UNCH    1 2
 TF1034
 TF1034.Superseded values are not recommended for survey control.
 TF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1034.See file dsdata.txt to determine how the superseded data were derived.
 TF1034
 TF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU288235(NAD 83)
 TF1034_MARKER: DZ = AZIMUTH MARK DISK
 TF1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1034_STAMPING: CORN 1934
 TF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1034+STABILITY: SURFACE MOTION
 TF1034
 TF1034  HISTORY     - Date     Condition        Report By
 TF1034  HISTORY     - 1934     MONUMENTED       CGS
 TF1034  HISTORY     - 1962     GOOD             NGS
 TF1034
 TF1034                          STATION DESCRIPTION
 TF1034
 TF1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1034'13.1 MI S FROM MINOT.
 TF1034'13.1 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1034'ABOUT 0.7 MILE SOUTH OF A ROAD INTERSECTION, AT STRING TOWN.  ABOUT 70
 TF1034'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 78 FEET SOUTH OF A
 TF1034'TELEPHONE POLE, 8.5 FEET WEST OF A FENCE LINE, 9.8 FEET WEST OF A
 TF1034'WITNESS POST, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 TF1034'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1026 ***********************************************************************
 TF1026  DESIGNATION -  CORN RM 1
 TF1026  PID         -  TF1026
 TF1026  STATE/COUNTY-  ND/WARD
 TF1026  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1026
 TF1026                         *CURRENT SURVEY CONTROL
 TF1026  ___________________________________________________________________
 TF1026* NAD 83(1986)-  48 01 44.     (N)    101 17 43.     (W)     SCALED    
 TF1026* NAVD 88     -       635.291  (meters)    2084.28   (feet)  ADJUSTED  
 TF1026  ___________________________________________________________________
 TF1026  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1026  DYNAMIC HT  -         635.375 (meters)    2084.56  (feet)  COMP
 TF1026  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TF1026
 TF1026  VERT ORDER  -  FIRST     CLASS II
 TF1026
 TF1026.The horizontal coordinates were scaled from a topographic map and have
 TF1026.an estimated accuracy of +/- 6 seconds.
 TF1026
 TF1026.The orthometric height was determined by differential leveling
 TF1026.and adjusted by the National Geodetic Survey in June 1991..
 TF1026
 TF1026.The geoid height was determined by GEOID03.
 TF1026
 TF1026.The dynamic height is computed by dividing the NAVD 88
 TF1026.geopotential number by the normal gravity value computed on the
 TF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1026.degrees latitude (g = 980.6199 gals.).
 TF1026
 TF1026.The modeled gravity was interpolated from observed gravity values.
 TF1026
 TF1026;                    North         East    Units  Estimated Accuracy
 TF1026;SPC ND N     -   114,700.      540,690.      MT  (+/- 180 meters Scaled)
 TF1026
 TF1026                          SUPERSEDED SURVEY CONTROL
 TF1026
 TF1026  NGVD 29 (??/??/92)  634.903  (m)         2083.01   (f) ADJ UNCH    1 2
 TF1026
 TF1026.Superseded values are not recommended for survey control.
 TF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1026.See file dsdata.txt to determine how the superseded data were derived.
 TF1026
 TF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU288220(NAD 83)
 TF1026_MARKER: DR = REFERENCE MARK DISK
 TF1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1026_STAMPING: CORN NO 1 1934
 TF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1026+STABILITY: SURFACE MOTION
 TF1026
 TF1026  HISTORY     - Date     Condition        Report By
 TF1026  HISTORY     - 1934     MONUMENTED       CGS
 TF1026  HISTORY     - 1962     GOOD             NGS
 TF1026
 TF1026                          STATION DESCRIPTION
 TF1026
 TF1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1026'13.9 MI S FROM MINOT.
 TF1026'13.9 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1026'ABOUT 0.5 MILE SOUTH OF A ROAD INTERSECTION, 210 FEET SOUTHWEST OF THE
 TF1026'STATION MARK, 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 39.5 FEET
 TF1026'SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, ABOUT LEVEL
 TF1026'WITH THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 TF1026'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1027 ***********************************************************************
 TF1027  DESIGNATION -  CORN RM 2
 TF1027  PID         -  TF1027
 TF1027  STATE/COUNTY-  ND/WARD
 TF1027  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1027
 TF1027                         *CURRENT SURVEY CONTROL
 TF1027  ___________________________________________________________________
 TF1027* NAD 83(1986)-  48 01 44.     (N)    101 17 43.     (W)     SCALED    
 TF1027* NAVD 88     -       633.763  (meters)    2079.27   (feet)  ADJUSTED  
 TF1027  ___________________________________________________________________
 TF1027  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1027  DYNAMIC HT  -         633.847 (meters)    2079.55  (feet)  COMP
 TF1027  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TF1027
 TF1027  VERT ORDER  -  FIRST     CLASS II
 TF1027
 TF1027.The horizontal coordinates were scaled from a topographic map and have
 TF1027.an estimated accuracy of +/- 6 seconds.
 TF1027
 TF1027.The orthometric height was determined by differential leveling
 TF1027.and adjusted by the National Geodetic Survey in June 1991..
 TF1027
 TF1027.The geoid height was determined by GEOID03.
 TF1027
 TF1027.The dynamic height is computed by dividing the NAVD 88
 TF1027.geopotential number by the normal gravity value computed on the
 TF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1027.degrees latitude (g = 980.6199 gals.).
 TF1027
 TF1027.The modeled gravity was interpolated from observed gravity values.
 TF1027
 TF1027;                    North         East    Units  Estimated Accuracy
 TF1027;SPC ND N     -   114,700.      540,690.      MT  (+/- 180 meters Scaled)
 TF1027
 TF1027                          SUPERSEDED SURVEY CONTROL
 TF1027
 TF1027  NGVD 29 (??/??/92)  633.376  (m)         2078.00   (f) ADJ UNCH    1 2
 TF1027
 TF1027.Superseded values are not recommended for survey control.
 TF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1027.See file dsdata.txt to determine how the superseded data were derived.
 TF1027
 TF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU288220(NAD 83)
 TF1027_MARKER: DR = REFERENCE MARK DISK
 TF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1027_STAMPING: CORN NO 2 1934
 TF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1027+STABILITY: SURFACE MOTION
 TF1027
 TF1027  HISTORY     - Date     Condition        Report By
 TF1027  HISTORY     - 1934     MONUMENTED       CGS
 TF1027  HISTORY     - 1962     GOOD             NGS
 TF1027
 TF1027                          STATION DESCRIPTION
 TF1027
 TF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1027'13.9 MI S FROM MINOT.
 TF1027'13.9 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1027'ABOUT 0.5 MILE SOUTH OF A ROAD INTERSECTION, 53 FEET EAST OF THE
 TF1027'CENTERLINE OF THE HIGHWAY, 117.2 FEET WEST OF THE STATION BM, 27 FEET
 TF1027'NORTH OF A TELEPHONE POLE, 3 FEET WEST OF A FENCE LINE, ABOUT LEVEL
 TF1027'WITH THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 1
 TF1027'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0914 ***********************************************************************
 RR0914  DESIGNATION -  CORNER
 RR0914  PID         -  RR0914
 RR0914  STATE/COUNTY-  ND/MORTON
 RR0914  USGS QUAD   -  NEW SALEM NW (1970)
 RR0914
 RR0914                         *CURRENT SURVEY CONTROL
 RR0914  ___________________________________________________________________
 RR0914* NAD 83(1996)-  46 52 33.22092(N)    101 23 10.01236(W)     ADJUSTED  
 RR0914* NAVD 88     -       651.93   (+/-2cm)    2138.9    (feet)  VERTCON   
 RR0914  ___________________________________________________________________
 RR0914  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 RR0914  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 RR0914
 RR0914  HORZ ORDER  -  THIRD
 RR0914  VERT ORDER  -  THIRD ? (See Below)
 RR0914
 RR0914.The horizontal coordinates were established by classical geodetic methods
 RR0914.and adjusted by the National Geodetic Survey in January 1998..
 RR0914
 RR0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0914.The vertical order pertains to the NGVD 29 superseded value.
 RR0914
 RR0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0914
 RR0914.The geoid height was determined by GEOID03.
 RR0914
 RR0914;                    North         East     Units Scale Factor Converg.
 RR0914;SPC ND S     -   134,794.956   532,455.527   MT  0.99993611   -0 38 46.7
 RR0914;SPC ND S     -   442,240.67  1,746,901.34   iFT  0.99993611   -0 38 46.7
 RR0914;UTM  14      - 5,194,136.999   318,178.020   MT  1.00000634   -1 44 31.3
 RR0914
 RR0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0914!SPC ND S     -   0.99990098  x   0.99993611  =   0.99983709
 RR0914!UTM  14      -   0.99990098  x   1.00000634  =   0.99990732
 RR0914
 RR0914:                Primary Azimuth Mark                     Grid Az
 RR0914:SPC ND S     -  TOWER                                    190 28 09.7
 RR0914:UTM  14      -  TOWER                                    191 33 54.3
 RR0914
 RR0914|---------------------------------------------------------------------|
 RR0914| PID    Reference Object                     Distance      Geod. Az  |
 RR0914|                                                           dddmmss.s |
 RR0914| RR0912 TOWER                               APPROX. 9.9 KM 1894923.0 |
 RR0914| RR0909 NEW SALEM                           APPROX. 4.1 KM 2285243.3 |
 RR0914|---------------------------------------------------------------------|
 RR0914
 RR0914                          SUPERSEDED SURVEY CONTROL
 RR0914
 RR0914  NAD 83(1986)-  46 52 33.21557(N)    101 23 10.00042(W) AD(       ) 3
 RR0914  NAD 27      -  46 52 33.22783(N)    101 23 08.49833(W) AD(       ) 3
 RR0914  NGVD 29 (07/19/86)  651.50   (m)         2137.5    (f) LEVELING    3  
 RR0914
 RR0914.Superseded values are not recommended for survey control.
 RR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0914.See file dsdata.txt to determine how the superseded data were derived.
 RR0914
 RR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1817894137(NAD 83)
 RR0914_MARKER: DD = SURVEY DISK
 RR0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0914+STABILITY: SURFACE MOTION
 RR0914
 RR0914  HISTORY     - Date     Condition        Report By
 RR0914  HISTORY     - 1958     MONUMENTED       USGS
 RR0914
 RR0914                          STATION DESCRIPTION
 RR0914
 RR0914'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0914'LOCATED ABOUT 2.0 MI N. AND 1.0 MI E. OF NEW SALES.  NEAR COR. SECS.
 RR0914'2, 3, 10 AND 11, T. 139 N., R. 85 W.
 RR0914'
 RR0914'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY 31
 RR0914'AT NEW SALEM, GO E. ALONG U.S. HIGHWAY 10 FOR 1.0 MI TO A GRAVEL RD.
 RR0914'N., TURN LEFT /N./ AND GO 2.0 MI TO A CROSSROADS.  STATION IS 184 FT
 RR0914'S. AND 37 FT W. OF CROSSROADS.  2 FT W. OF FENCE.  2 FT W. OF WHITE
 RR0914'WITNESS POST.
 RR0914'
 RR0914'STANDARD TABLET STAMPED---CORNER 1958---AND SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1799 ***********************************************************************
 TG1799  DESIGNATION -  CORPRON
 TG1799  PID         -  TG1799
 TG1799  STATE/COUNTY-  ND/MOUNTRAIL
 TG1799  USGS QUAD   -  STANLEY (1981)
 TG1799
 TG1799                         *CURRENT SURVEY CONTROL
 TG1799  ___________________________________________________________________
 TG1799* NAD 83(1996)-  48 20 30.10433(N)    102 26 58.57519(W)     ADJUSTED  
 TG1799* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 TG1799  ___________________________________________________________________
 TG1799  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 TG1799  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1799
 TG1799  HORZ ORDER  -  SECOND
 TG1799
 TG1799.The horizontal coordinates were established by classical geodetic methods
 TG1799.and adjusted by the National Geodetic Survey in January 1998..
 TG1799
 TG1799.The orthometric height was scaled from a topographic map.
 TG1799
 TG1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1799
 TG1799.The geoid height was determined by GEOID03.
 TG1799
 TG1799;                    North         East     Units Scale Factor Converg.
 TG1799;SPC ND N     -   151,002.196   455,496.697   MT  0.99994589   -1 27 02.8
 TG1799;SPC ND N     -   495,414.03  1,494,411.74   iFT  0.99994589   -1 27 02.8
 TG1799;UTM  13      - 5,357,422.819   688,981.159   MT  1.00003882   +1 54 21.7
 TG1799
 TG1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1799!SPC ND N     -   0.99989246  x   0.99994589  =   0.99983836
 TG1799!UTM  13      -   0.99989246  x   1.00003882  =   0.99993128
 TG1799
 TG1799|---------------------------------------------------------------------|
 TG1799| PID    Reference Object                     Distance      Geod. Az  |
 TG1799|                                                           dddmmss.s |
 TG1799| CQ8145 CORPRON RM 1                         42.870 METERS 06943     |
 TG1799| CQ8144 CORPRON AZ MK                                      0892916.0 |
 TG1799| TG1796 STANLEY MOUNTRAIL CTHSE DOME        APPROX. 4.9 KM 1175008.0 |
 TG1799| TG1798 STANLEY MUNICIPAL TANK              APPROX. 4.8 KM 1184955.9 |
 TG1799| CQ8146 CORPRON RM 2                         49.902 METERS 28749     |
 TG1799|---------------------------------------------------------------------|
 TG1799
 TG1799                          SUPERSEDED SURVEY CONTROL
 TG1799
 TG1799  NAD 83(1986)-  48 20 30.10532(N)    102 26 58.57041(W) AD(       ) 2
 TG1799  NAD 27      -  48 20 30.03760(N)    102 26 56.93340(W) AD(       ) 2
 TG1799
 TG1799.Superseded values are not recommended for survey control.
 TG1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1799.See file dsdata.txt to determine how the superseded data were derived.
 TG1799
 TG1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8898157423(NAD 83)
 TG1799_MARKER: DS = TRIANGULATION STATION DISK
 TG1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1799
 TG1799  HISTORY     - Date     Condition        Report By
 TG1799  HISTORY     - 1963     MONUMENTED       CGS
 TG1799
 TG1799                          STATION DESCRIPTION
 TG1799
 TG1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TG1799'THE STATION IS LOCATED 3 MILES NORTHWEST OF STANLEY ON THE SOUTH
 TG1799'RIGHT-OF-WAY OF AN ABANDONED SECTION LINE ROAD.
 TG1799'
 TG1799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1799'STATE HIGHWAY 8 IN THE SOUTH EDGE OF STANLEY, GO WEST ON U.S.
 TG1799'HIGHWAY 2 FOR 4.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 TG1799'NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN
 TG1799'RIGHT AND GO EAST ON A GRADED ROAD FOR 1.0 MILE TO THE END OF
 TG1799'THE GRADED ROAD.  CONTINUE STRAIGHT AHEAD AND GO EAST ON A TRACK
 TG1799'ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 TG1799'
 TG1799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A TRACK
 TG1799'ROAD FOR 0.85 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 TG1799'
 TG1799'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 TG1799'10-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 TG1799'CORPRON 1963.  IT IS 18 FEET SOUTH OF THE CENTER OF A TRACK
 TG1799'ROAD, 9 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD
 TG1799'AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 TG1799'
 TG1799'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 TG1799'10-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 TG1799'CORPRON NO 1 1963.  IT IS 33 FEET NORTH OF THE CENTER OF A
 TG1799'TRACK ROAD AND 2.3 FEET WEST OF A POWER POLE.
 TG1799'
 TG1799'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 TG1799'10-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS
 TG1799'STAMPED CORPRON NO 2 1963.  IT IS 38 FEET NORTH OF THE CENTER
 TG1799'OF A TRACK ROAD AND 2 FEET EAST OF A POWER POLE.
 TG1799'
 TG1799'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 TG1799'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED
 TG1799'CORPRON 1963.  IT IS 22 FEET NORTH OF THE CENTER OF A TRACK
 TG1799'ROAD, 2.7 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET
 TG1799'WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4422 ***********************************************************************
 DH4422  DESIGNATION -  COTEAU DISCOVERY II
 DH4422  PID         -  DH4422
 DH4422  STATE/COUNTY-  ND/MERCER
 DH4422  USGS QUAD   -  BEULAH NE (1977)
 DH4422
 DH4422                         *CURRENT SURVEY CONTROL
 DH4422  ___________________________________________________________________
 DH4422* NAD 83(1996)-  47 26 38.87889(N)    101 51 53.93204(W)     ADJUSTED  
 DH4422* NAVD 88     -       610.9    (meters)    2004.     (feet)  GPS OBS   
 DH4422  ___________________________________________________________________
 DH4422  X           -    -888,597.882 (meters)                     COMP
 DH4422  Y           -  -4,229,509.210 (meters)                     COMP
 DH4422  Z           -   4,675,735.281 (meters)                     COMP
 DH4422  LAPLACE CORR-          -6.53  (seconds)                    DEFLEC99
 DH4422  ELLIP HEIGHT-         591.97  (meters)          (06/27/05) GPS OBS
 DH4422  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 DH4422
 DH4422  HORZ ORDER  -  A
 DH4422  ELLP ORDER  -  FOURTH    CLASS I
 DH4422
 DH4422.The horizontal coordinates were established by GPS observations
 DH4422.and adjusted by the National Geodetic Survey in June 2005..
 DH4422
 DH4422.The orthometric height was determined by GPS observations and a
 DH4422.high-resolution geoid model.
 DH4422
 DH4422.Photographs are available for this station.
 DH4422
 DH4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4422
 DH4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4422
 DH4422.The ellipsoidal height was determined by GPS observations
 DH4422.and is referenced to NAD 83.
 DH4422
 DH4422.The geoid height was determined by GEOID03.
 DH4422
 DH4422;                    North         East     Units Scale Factor Converg.
 DH4422;SPC ND S     -   198,478.953   497,054.360   MT  0.99999247   -0 59 44.1
 DH4422;SPC ND S     -   651,177.67  1,630,755.77   iFT  0.99999247   -0 59 44.1
 DH4422;UTM  14      - 5,258,500.393   284,007.230   MT  1.00017336   -2 06 40.4
 DH4422
 DH4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4422!SPC ND S     -   0.99990722  x   0.99999247  =   0.99989969
 DH4422!UTM  14      -   0.99990722  x   1.00017336  =   1.00008057
 DH4422
 DH4422                          SUPERSEDED SURVEY CONTROL
 DH4422
 DH4422.No superseded survey control is available for this station.
 DH4422
 DH4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8400758500(NAD 83)
 DH4422_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH4422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4422_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4422+STABILITY: SURFACE MOTION
 DH4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4422+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4422
 DH4422  HISTORY     - Date     Condition        Report By
 DH4422  HISTORY     - 2004     MONUMENTED       NDSPLS
 DH4422  HISTORY     - 20040820 GOOD             NDSPLS
 DH4422
 DH4422                          STATION DESCRIPTION
 DH4422
 DH4422'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4422'THE STATION IS LOCATED ABOUT 13 MI NORTH-NORTHWEST OF BEULAH, IN THE
 DH4422'SOUTHWEST  CORNER OF SECTION 23, T 146 N, R 88 W, AT THE NORTHWEST
 DH4422'CORNER OF PAVED PARKING LOT AT  SCENIC VIEW.  OWNERSHIP--THE COTEAU
 DH4422'PROPERTIES COMPANY, BEULAH ND 58523.
 DH4422' 
 DH4422'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49, 200
 DH4422'AND COUNTY ROAD  21, ABOUT 2 MI NORTH OF BEULAH, GO NORTH FOR 10 MILES
 DH4422'ON COUNTY ROAD 21 TO THE  INTERSECTION OF STATE HIGHWAY 1806. TURN
 DH4422'LEFT AND GO WEST FOR 4 MILES ON HIGHWAY 1806  TO THE PARKING LOT ON
 DH4422'RIGHT AND THE STATION.
 DH4422' 
 DH4422'THE STATION IS A 12-INCH BRASS COTEAU PROPERTIES COMPANY CORPS OF
 DH4422'DISCOVERY II  COMMEMORATIVE DISK SET IN THE TOP OF A 24-INCH CONCRETE
 DH4422'MONUMENT PROJECTING 2 FEET  ABOVE GROUND.  THE CONCRETE MONUMENT
 DH4422'EXTENDS 8 FEET BELOW GROUND AND  REINFORCEMENT BARS OF ABOUT 8 FEET IN
 DH4422'LENGTH WITH CROSS TIES SPACED AT EVERY 12 INCHES  WERE PLACED IN THE
 DH4422'CONCRETE.  NOTE--THERE IS NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1123 ***********************************************************************
 RP1123  DESIGNATION -  COTTERS
 RP1123  PID         -  RP1123
 RP1123  STATE/COUNTY-  ND/CASS
 RP1123  USGS QUAD   -  FARGO SOUTH (1993)
 RP1123
 RP1123                         *CURRENT SURVEY CONTROL
 RP1123  ___________________________________________________________________
 RP1123* NAD 83(1996)-  46 49 51.77766(N)    096 47 58.41218(W)     ADJUSTED  
 RP1123* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 RP1123  ___________________________________________________________________
 RP1123  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 RP1123  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1123
 RP1123  HORZ ORDER  -  THIRD
 RP1123
 RP1123.The horizontal coordinates were established by classical geodetic methods
 RP1123.and adjusted by the National Geodetic Survey in January 1998..
 RP1123
 RP1123.The orthometric height was scaled from a topographic map.
 RP1123
 RP1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1123
 RP1123.The geoid height was determined by GEOID03.
 RP1123
 RP1123;                    North         East     Units Scale Factor Converg.
 RP1123;SPC ND S     -   136,077.079   882,204.170   MT  0.99993585   +2 41 56.5
 RP1123;SPC ND S     -   446,447.11  2,894,370.64   iFT  0.99993585   +2 41 56.5
 RP1123;SPC MN C     -   306,648.985   605,521.814   MT  0.99995951   -1 50 39.6
 RP1123;UTM  14      - 5,188,740.331   667,813.823   MT  0.99994614   +1 36 18.9
 RP1123
 RP1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1123!SPC ND S     -   0.99996100  x   0.99993585  =   0.99989685
 RP1123!SPC MN C     -   0.99996100  x   0.99995951  =   0.99992051
 RP1123!UTM  14      -   0.99996100  x   0.99994614  =   0.99990714
 RP1123
 RP1123|---------------------------------------------------------------------|
 RP1123| PID    Reference Object                     Distance      Geod. Az  |
 RP1123|                                                           dddmmss.s |
 RP1123| CP3568 COTTERS RM 1                         36.317 METERS 02159     |
 RP1123| RP1066 MOORHEAD STANDARD OIL CO MAST       APPROX. 5.5 KM 0495538.1 |
 RP1123| RP1121 RADIO STATION KVOX SOUTH MAST       APPROX. 2.9 KM 1171830.1 |
 RP1123| RP1122 COTTERS 2                             7.674 METERS 12100     |
 RP1123| RP1124 FARGO TV STATION WDAY MAST          APPROX. 1.5 KM 1872826.7 |
 RP1123| RP1201 COTTERS AZ MK                                      2032101.3 |
 RP1123| RP1200 COTTERS RM 2                         56.668 METERS 29055     |
 RP1123| RP1116 HECTOR APT OUT MK COMP LOCATOR      APPROX. 1.7 KM 3041257.0 |
 RP1123|---------------------------------------------------------------------|
 RP1123
 RP1123                          SUPERSEDED SURVEY CONTROL
 RP1123
 RP1123  NAD 83(1986)-  46 49 51.77650(N)    096 47 58.40296(W) AD(       ) 3
 RP1123  NAD 27      -  46 49 51.90600(N)    096 47 57.10200(W) AD(       ) 3
 RP1123
 RP1123.Superseded values are not recommended for survey control.
 RP1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1123.See file dsdata.txt to determine how the superseded data were derived.
 RP1123
 RP1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6781488740(NAD 83)
 RP1123_MARKER: DS = TRIANGULATION STATION DISK
 RP1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1123
 RP1123  HISTORY     - Date     Condition        Report By
 RP1123  HISTORY     - 1954     MONUMENTED       CGS
 RP1123  HISTORY     - 1960     SEE DESCRIPTION  CGS
 RP1123
 RP1123                          STATION DESCRIPTION
 RP1123
 RP1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1123'THE STATION IS IN THE NORTHEAST QUARTER OF SEC. 25, T. 139 N.
 RP1123'R. 49 W. ABOUT 3 MILES SOUTH OF FARGO AND ON THE EAST
 RP1123'RIGHT-OF-WAY OF U.S. HIGHWAY 81.
 RP1123'
 RP1123'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 10 IN
 RP1123'THE WEST EDGE OF FARGO GO SOUTH ON U.S. HIGHWAY 81 FOR 3.0
 RP1123'MILES TO A CROSSROAD.  CONTINUE SOUTH 0.1 MILE TO A TURNOUT
 RP1123'AND THE STATION ON THE LEFT.
 RP1123'
 RP1123'THE STATION MARK IS 132 FEET SOUTHEAST OF THE SOUTH END OF
 RP1123'THE CULVERT IN THE TURNOUT, 87.5 FEET EAST OF THE CENTER LINE
 RP1123'OF U.S. HIGHWAY 81, 72 FEET SOUTHWEST OF A POWER POLE, 16.5
 RP1123'FEET WEST OF THE WEST LEG OF A BILL BOARD, 11 FEET WEST OF A
 RP1123'WITNESS POST AND LEVEL WITH THE GROUND SURFACE.  THE DISK
 RP1123'IS STAMPED COTTERS 1954.
 RP1123'
 RP1123'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 75 FEET NORTHWEST
 RP1123'OF A POWER POLE, 50 FEET EAST OF THE SOUTH END OF THE CULVERT
 RP1123'IN THE TURNOUT AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 RP1123'COTTERS NO 1 1954.
 RP1123'
 RP1123'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 98.4 FEET
 RP1123'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 7 FEET SOUTHEAST
 RP1123'OF THE EAST END OF A LARGE BILLBOARD, 2 FEET NORTH OF A TELEPHONE
 RP1123'POLE AND PROJECTS 2 INCHES.  THE DISK IS STAMPED COTTERS
 RP1123'NO 2 1954.
 RP1123'
 RP1123'THE AZIMUTH MARK, 0.5 MILE SOUTH OF THE STATION, IS 116 FEET
 RP1123'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 20.5 FEET NORTH
 RP1123'OF A SIGN READING DO NOT CULTIVATE HIGHWAY RIGHT OF WAY, 3
 RP1123'FEET NORTH OF A WITNESS POST AND PROJECTS 2 INCHES.  THE
 RP1123'DISK IS STAMPED COTTERS 1954.
 RP1123'
 RP1123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 RP1123'U.S. HIGHWAY 81 FOR 0.45 MILE TO A TURNOUT ON THE RIGHT, CONTINUE
 RP1123'SOUTH FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, 0.35
 RP1123'MILE NORTH OF THE WDAY TV MAST.
 RP1123'
 RP1123'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RP1123
 RP1123                          STATION RECOVERY (1960)
 RP1123
 RP1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RP1123'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP1123'CONDITION.  A REQUEST WAS RECEIVED FROM THE CITY OF FARGO
 RP1123'ENGINEERS TO MOVE THE STATION MARK AND R.M. NO. 1 AS THEY
 RP1123'WERE IN THE WAY OF A WATER MAIN AND SEWER THAT WERE BEING
 RP1123'LAID ALONG THE HIGHWAY RIGHT OF WAY.
 RP1123'
 RP1123'A NEW STATION WAS ESTABLISHED 25.178 FEET EAST-SOUTHEAST
 RP1123'OF THE ORIGINAL STATION.  IT WAS SET IN EDGE OF CULTIVATED
 RP1123'FIELD AND THE STATION MARK IS 12 INCHES BELOW THE SURFACE
 RP1123'OF THE GROUND.  FOR DETAILS SEE DESCRIPTION FOR COTTERS 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1122 ***********************************************************************
 RP1122  DESIGNATION -  COTTERS 2
 RP1122  PID         -  RP1122
 RP1122  STATE/COUNTY-  ND/CASS
 RP1122  USGS QUAD   -  FARGO SOUTH (1993)
 RP1122
 RP1122                         *CURRENT SURVEY CONTROL
 RP1122  ___________________________________________________________________
 RP1122* NAD 83(1996)-  46 49 51.64965(N)    096 47 58.10181(W)     ADJUSTED  
 RP1122* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 RP1122  ___________________________________________________________________
 RP1122  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 RP1122  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1122
 RP1122  HORZ ORDER  -  THIRD
 RP1122
 RP1122.The horizontal coordinates were established by classical geodetic methods
 RP1122.and adjusted by the National Geodetic Survey in January 1998..
 RP1122.No horizontal observational check was made to the station.
 RP1122
 RP1122.The orthometric height was scaled from a topographic map.
 RP1122
 RP1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1122
 RP1122.The geoid height was determined by GEOID03.
 RP1122
 RP1122;                    North         East     Units Scale Factor Converg.
 RP1122;SPC ND S     -   136,073.441   882,210.926   MT  0.99993585   +2 41 56.8
 RP1122;SPC ND S     -   446,435.17  2,894,392.80   iFT  0.99993585   +2 41 56.8
 RP1122;SPC MN C     -   306,644.823   605,528.260   MT  0.99995950   -1 50 39.3
 RP1122;UTM  14      - 5,188,736.564   667,820.508   MT  0.99994617   +1 36 19.1
 RP1122
 RP1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1122!SPC ND S     -   0.99996100  x   0.99993585  =   0.99989685
 RP1122!SPC MN C     -   0.99996100  x   0.99995950  =   0.99992050
 RP1122!UTM  14      -   0.99996100  x   0.99994617  =   0.99990717
 RP1122
 RP1122:                Primary Azimuth Mark                     Grid Az
 RP1122:SPC ND S     -  FARGO TV STATION WDAY MAST               185 02 18.1
 RP1122:SPC MN C     -  FARGO TV STATION WDAY MAST               189 34 54.2
 RP1122:UTM  14      -  FARGO TV STATION WDAY MAST               186 07 55.8
 RP1122
 RP1122|---------------------------------------------------------------------|
 RP1122| PID    Reference Object                     Distance      Geod. Az  |
 RP1122|                                                           dddmmss.s |
 RP1122| RP1124 FARGO TV STATION WDAY MAST          APPROX. 1.5 KM 1874414.9 |
 RP1122| RP1201 COTTERS AZ MK                                      2035414.5 |
 RP1122| RP1199 COTTERS 2 RM 3                       87.442 METERS 24637     |
 RP1122| RP1200 COTTERS RM 2                                       29208     |
 RP1122| RP1123 COTTERS                               7.674 METERS 30100     |
 RP1122|---------------------------------------------------------------------|
 RP1122
 RP1122                          SUPERSEDED SURVEY CONTROL
 RP1122
 RP1122  NAD 83(1986)-  46 49 51.64849(N)    096 47 58.09259(W) AD(       ) 3
 RP1122  NAD 27      -  46 49 51.77800(N)    096 47 56.79200(W) AD(       ) 3
 RP1122
 RP1122.Superseded values are not recommended for survey control.
 RP1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1122.See file dsdata.txt to determine how the superseded data were derived.
 RP1122
 RP1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6782188737(NAD 83)
 RP1122_MARKER: DS = TRIANGULATION STATION DISK
 RP1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1122_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP1122
 RP1122  HISTORY     - Date     Condition        Report By
 RP1122  HISTORY     - 1960     MONUMENTED       CGS
 RP1122  HISTORY     - 1962     GOOD             CGS
 RP1122  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP1122
 RP1122                          STATION DESCRIPTION
 RP1122
 RP1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RP1122'THE STATION IS ABOUT 3.0 MILES SOUTH OF FARGO, IN THE NE
 RP1122'1/4 SEC. 25, T. 139 N., R. 49 W. AND IS JUST EAST OF THE
 RP1122'RIGHT OF WAY OF U.S. HIGHWAY 81.
 RP1122'
 RP1122'THE STATION MARK IS 111 FEET EAST OF THE CENTERLINE OF U.S.
 RP1122'81 AND IS 1-1/2 FEET NORTH OF A WHITE WITNESS POST.  THE
 RP1122'MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 RP1122'DISK IS STAMPED COTTERS 2 1960.
 RP1122'
 RP1122'R.M. NO. 2 IS 98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 RP1122'AND 2 FEET NORTH OF A POLE.  THE MARK PROJECTS ABOUT 2 INCHES
 RP1122'AND THE DISK IS STAMPED COTTERS NO 2 1954.
 RP1122'
 RP1122'R.M. NO. 3 IS 99-1/2 FEET WEST OF THE CENTERLINE OF THE
 RP1122'HIGHWAY AND 4-1/2 FEET NORTH OF A WHITE NO CULTIVATING SIGN.
 RP1122'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 RP1122'COTTERS 2 NO 3 1960.
 RP1122'
 RP1122'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 116
 RP1122'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20.5 FEET NORTH
 RP1122'OF A NO CULTIVATING SIGN AND 3 FEET NORTH OF A WHITE WITNESS
 RP1122'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 RP1122'COTTERS 1954.
 RP1122'
 RP1122'TO REACH THE STATION FROM FARGO, FROM THE JUNCTION OF U.S.
 RP1122'HIGHWAYS 10 AND 81 JUST SOUTHWEST OF THE MAIN BUSINESS DISTRICT,
 RP1122'GO SOUTH ON U.S. HIGHWAY 81 FOR 3.0 MILES TO CROSSROADS, CONTINUE
 RP1122'SOUTH FOR 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 RP1122
 RP1122                          STATION RECOVERY (1962)
 RP1122
 RP1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1122'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP1122'CONDITION.  TO REACH THE STATION FROM FARGO, FROM THE JUNCTION
 RP1122'OF INTERSTATE 94 AND U.S. HIGHWAY 81 NEAR THE SOUTH EDGE
 RP1122'OF TOWN, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.0 MILE TO CROSSROADS,
 RP1122'CONTINUE ON HIGHWAY FOR 0.1 MILE TO THE STATION ON THE LEFT
 RP1122'AS ORIGINALLY DESCRIBED.
 RP1122
 RP1122                          STATION RECOVERY (1990)
 RP1122
 RP1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0650 ***********************************************************************
 RQ0650  DESIGNATION -  COTTON
 RQ0650  PID         -  RQ0650
 RQ0650  STATE/COUNTY-  ND/LA MOURE
 RQ0650  USGS QUAD   -  LAMOURE (1978)
 RQ0650
 RQ0650                         *CURRENT SURVEY CONTROL
 RQ0650  ___________________________________________________________________
 RQ0650* NAD 83(1996)-  46 20 31.13695(N)    098 22 10.21007(W)     ADJUSTED  
 RQ0650* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 RQ0650  ___________________________________________________________________
 RQ0650  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 RQ0650  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 RQ0650
 RQ0650  HORZ ORDER  -  THIRD
 RQ0650
 RQ0650.The horizontal coordinates were established by classical geodetic methods
 RQ0650.and adjusted by the National Geodetic Survey in January 1998..
 RQ0650
 RQ0650.The orthometric height was scaled from a topographic map.
 RQ0650
 RQ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0650
 RQ0650.The geoid height was determined by GEOID03.
 RQ0650
 RQ0650;                    North         East     Units Scale Factor Converg.
 RQ0650;SPC ND S     -    77,289.707   763,991.043   MT  0.99997259   +1 33 14.2
 RQ0650;SPC ND S     -   253,575.15  2,506,532.29   iFT  0.99997259   +1 33 14.2
 RQ0650;UTM  14      - 5,132,238.374   548,519.165   MT  0.99962894   +0 27 22.2
 RQ0650
 RQ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0650!SPC ND S     -   0.99993546  x   0.99997259  =   0.99990805
 RQ0650!UTM  14      -   0.99993546  x   0.99962894  =   0.99956442
 RQ0650
 RQ0650|---------------------------------------------------------------------|
 RQ0650| PID    Reference Object                     Distance      Geod. Az  |
 RQ0650|                                                           dddmmss.s |
 RQ0650| RQ0648 TT 12 EES                            19.583 METERS 00812     |
 RQ0650| RQ0651 LA MOURE MUNICIPAL TANK             APPROX. 6.3 KM 0643744.5 |
 RQ0650| RQ0652 LA MOURE CO COURTHOUSE DOME         APPROX. 6.4 KM 0691600.1 |
 RQ0650| CO5463 COTTON RM 2                          31.885 METERS 17608     |
 RQ0650| CO5462 COTTON AZ MK                                       1794334.9 |
 RQ0650|---------------------------------------------------------------------|
 RQ0650
 RQ0650                          SUPERSEDED SURVEY CONTROL
 RQ0650
 RQ0650  NAD 83(1986)-  46 20 31.14256(N)    098 22 10.20278(W) AD(       ) 3
 RQ0650  NAD 27      -  46 20 31.25500(N)    098 22 08.87600(W) AD(       ) 3
 RQ0650
 RQ0650.Superseded values are not recommended for survey control.
 RQ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0650.See file dsdata.txt to determine how the superseded data were derived.
 RQ0650
 RQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4851932238(NAD 83)
 RQ0650_MARKER: DS = TRIANGULATION STATION DISK
 RQ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0650
 RQ0650  HISTORY     - Date     Condition        Report By
 RQ0650  HISTORY     - 1954     MONUMENTED       CGS
 RQ0650
 RQ0650                          STATION DESCRIPTION
 RQ0650
 RQ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0650'THE STATION IS LOCATED ABOUT 3.5 MILES WEST AND 1 MILE SOUTH
 RQ0650'OF LA MOURE, 1 MILE NORTH OF COTTONWOOD CREEK AND 0.1 MILE
 RQ0650'NORTH OF A SECTION CORNER.
 RQ0650'
 RQ0650'TO REACH THE STATION FROM THE T-INTERSECTION SOUTH OF THE
 RQ0650'BUSINESS DISTRICT AND 1 BLOCK WEST OF THE SCHOOL IN LA MOURE,
 RQ0650'GO WEST ON STATE HIGHWAY 13 FOR 3.6 MILES TO A CROSS ROAD,
 RQ0650'TURN LEFT, SOUTH AND FOLLOW THE GRAVEL ROAD FOR 0.9 MILE TO THE
 RQ0650'SUMMIT OF A KNOLL AND THE STATION ON THE RIGHT.
 RQ0650'
 RQ0650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 RQ0650'GRAVEL ROAD FOR 0.6 MILE TO AN APPROACH ON EACH SIDE OF
 RQ0650'THE ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 RQ0650'
 RQ0650'THE STATION MARK, STAMPED COTTON 1954, IS A STANDARD DISK
 RQ0650'SET IN CONCRETE 18 INCHES BELOW THE SURFACE OF THE GROUND.
 RQ0650'IT IS 260.1 FEET NORTHEAST OF THE NORTH ONE OF TWO HIGHLINE
 RQ0650'POLES, 46 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND
 RQ0650'10.4 FEET WEST OF A WITNESS POST.
 RQ0650'
 RQ0650'REFERENCE MARK NO. 1 IS A U.S.G.S. BENCH MARK STAMPED 1951
 RQ0650'12 EES TT.  THE DISK IS SET IN A 6 INCH SQUARE CONCRETE POST
 RQ0650'THAT PROJECTS 4 INCHES.  IT IS 35 FEET WEST OF THE CENTER
 RQ0650'OF A GRAVEL ROAD AND AT THE SOUTH END OF A PILE OF LARGE
 RQ0650'BOULDERS.
 RQ0650'
 RQ0650'REFERENCE MARK NO. 2, STAMPED COTTON NO 2 1954, IS A STANDARD
 RQ0650'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RQ0650'IT IS 38 FEET WEST OF THE CENTER OF THE ROAD AND 12 FEET
 RQ0650'NORTH OF THE NORTHERN WIRE OF THE HIGHLINE.
 RQ0650'
 RQ0650'THE AZIMUTH MARK, STAMPED COTTON 1954, IS A STANDARD DISK
 RQ0650'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 RQ0650'IS 37 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 4 FEET
 RQ0650'NORTHWEST OF A FENCE CORNER AND 3 FEET NORTH OF A WITNESS
 RQ0650'POST.
 RQ0650'
 RQ0650'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1204 ***********************************************************************
 SM1204  DESIGNATION -  COTTON
 SM1204  PID         -  SM1204
 SM1204  STATE/COUNTY-  ND/WELLS
 SM1204  USGS QUAD   -  EMRICK (1986)
 SM1204
 SM1204                         *CURRENT SURVEY CONTROL
 SM1204  ___________________________________________________________________
 SM1204* NAD 83(1996)-  47 34 44.72845(N)    099 34 29.48760(W)     ADJUSTED  
 SM1204* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 SM1204  ___________________________________________________________________
 SM1204  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 SM1204  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SM1204
 SM1204  HORZ ORDER  -  FIRST
 SM1204
 SM1204.The horizontal coordinates were established by classical geodetic methods
 SM1204.and adjusted by the National Geodetic Survey in January 1998..
 SM1204
 SM1204.The orthometric height was scaled from a topographic map.
 SM1204
 SM1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1204
 SM1204.The geoid height was determined by GEOID03.
 SM1204
 SM1204;                    North         East     Units Scale Factor Converg.
 SM1204;SPC ND N     -    64,801.729   669,595.327   MT  0.99997454   +0 41 18.3
 SM1204;SPC ND N     -   212,604.10  2,196,835.06   iFT  0.99997454   +0 41 18.3
 SM1204;UTM  14      - 5,269,679.780   456,770.624   MT  0.99962296   -0 25 27.7
 SM1204
 SM1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1204!SPC ND N     -   0.99992529  x   0.99997454  =   0.99989983
 SM1204!UTM  14      -   0.99992529  x   0.99962296  =   0.99954827
 SM1204
 SM1204:                Primary Azimuth Mark                     Grid Az
 SM1204:SPC ND N     -  EMRICK GRAIN CO ELEVATOR                 069 02 11.4
 SM1204:UTM  14      -  EMRICK GRAIN CO ELEVATOR                 070 08 57.4
 SM1204
 SM1204|---------------------------------------------------------------------|
 SM1204| PID    Reference Object                     Distance      Geod. Az  |
 SM1204|                                                           dddmmss.s |
 SM1204| SM1205 EMRICK GRAIN CO ELEVATOR            APPROX. 5.1 KM 0694329.7 |
 SM1204| CO5460 COTTON RM 1                          12.722 METERS 08518     |
 SM1204| SM1183 CATHAY J C MILLER ELEV CO ELEV      APPROX.13.0 KM 1021339.4 |
 SM1204| SM1195 SYKESTON MUNICIPAL TANK             APPROX.18.2 KM 1334026.6 |
 SM1204| SM1197 HEATON MONARCH ELEV CO ELEV         APPROX.11.6 KM 1700116.5 |
 SM1204| CO5461 COTTON RM 2                          10.671 METERS 23204     |
 SM1204| CO5458 COTTON AZ MK                                       2805514.9 |
 SM1204| CO5459 COTTON AZ MK RESET                                 3193644.8 |
 SM1204| SM1206 FESSENDEN MUNICIPAL TANK            APPROX. 8.6 KM 3313722.0 |
 SM1204|---------------------------------------------------------------------|
 SM1204
 SM1204                          SUPERSEDED SURVEY CONTROL
 SM1204
 SM1204  NAD 83(1986)-  47 34 44.73353(N)    099 34 29.48542(W) AD(       ) 1
 SM1204  NAD 27      -  47 34 44.74060(N)    099 34 28.05230(W) AD(       ) 1
 SM1204
 SM1204.Superseded values are not recommended for survey control.
 SM1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1204.See file dsdata.txt to determine how the superseded data were derived.
 SM1204
 SM1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT5677169680(NAD 83)
 SM1204_MARKER: DS = TRIANGULATION STATION DISK
 SM1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1204
 SM1204  HISTORY     - Date     Condition        Report By
 SM1204  HISTORY     - 1941     MONUMENTED       CGS
 SM1204  HISTORY     - 1960     GOOD             CGS
 SM1204
 SM1204                          STATION DESCRIPTION
 SM1204
 SM1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1204'STATION IS LOCATED ABOUT 4 MILES S AND ABOUT 2.5 MILES E OF
 SM1204'FESSENDEN ON A SMALL KNOLL THAT IS ABOUT 100 YARDS SE OF THE
 SM1204'CENTER OF SEC. 3, T. 147 N, R. 70 W.  IT IS 4.5 FEET N OF A
 SM1204'WHITE REFERENCE POST, IS STAMPED COTTON 1941 AND PROJECTS
 SM1204'6 INCHES.
 SM1204'
 SM1204'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1204'BRONZE DISKS SET IN CONCRETE.
 SM1204'
 SM1204'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS STAMPED COTTON
 SM1204'NO. 1 1941 AND PROJECTS 8 INCHES.
 SM1204'
 SM1204'REFERENCE MARK NO. 2 IS SW OF THE STATION.  IT IS STAMPED COTTON
 SM1204'NO. 2 1941 AND PROJECTS 8 INCHES.
 SM1204'
 SM1204'THE AZIMUTH MARK IS W BY N OF THE STATION.  IT IS 3 FEET E
 SM1204'OF A WHITE REFERENCE POST AND 22 FEET E OF A DIRT ROAD.  IT IS
 SM1204'STAMPED COTTON 1941 AND PROJECTS 6 INCHES.
 SM1204'
 SM1204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 SM1204'STATE HIGHWAY 15 AT THE S EDGE OF FESSENDEN, GO S ON U.S. HIGHWAY
 SM1204'52 FOR 4.0 MILES TO A CROSS ROAD AND A SMALL YELLOW HOUSE IN
 SM1204'THE SE CORNER.  TURN LEFT (E) ON A DIRT ROAD FOR 2.0 MILES TO
 SM1204'A CROSS ROAD, THENCE RIGHT (S) FOR 0.5 MILE TO THE AZIMUTH MARK
 SM1204'ON THE LEFT.  AT THIS POINT (N EDGE OF A CULTIVATED FIELD AND
 SM1204'JUST S OF AN OLD FENCE LINE) TURN LEFT AND GO E FOR 0.5 MILE,
 SM1204'THENCE RIGHT (S) ABOUT 100 YARDS TO THE TOP OF A KNOLL AND
 SM1204'THE STATION.
 SM1204'
 SM1204'A 60-FOOT SIGNAL AT BERGE IS VISIBLE AT 47 FEET.
 SM1204'
 SM1204'A 24-FOOT SIGNAL AT SYKESTON IS VISIBLE ON THE GROUND.
 SM1204'
 SM1204'A 50-FOOT SIGNAL AT SPEED IS VISIBLE ON THE GROUND.
 SM1204'
 SM1204'A 37-FOOT SIGNAL AT BOWDON IS VISIBLE ON THE GROUND.
 SM1204'
 SM1204'A 50-FOOT SIGNAL AT ONTARIO IS VISIBLE ON THE GROUND.
 SM1204'
 SM1204'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
 SM1204
 SM1204                          STATION RECOVERY (1960)
 SM1204
 SM1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1204'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 SM1204'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 SM1204'AND HAD APPARENTLY BEEN DESTROYED BY ROAD IMPROVMENT.
 SM1204'
 SM1204'A NEW AZIMUTH MARK WAS ESTABLISHED ABOUT 0.7 MILE NORTHWEST OF
 SM1204'THE STATION.  TO REACH THIS MARK FROM THE STATION, GO NORTHWEST
 SM1204'FOR 0.1 MILE TO CENTER OF SECTION, GO WEST BETWEEN TWO FIELDS
 SM1204'FOR 0.5 MILE TO MAIN ROAD, TURN RIGHT AND GO NORTH FOR 0.5
 SM1204'MILE TO CROSSROADS AND MARK IN NORTHEAST ANGLE.  IT IS 66 FEET
 SM1204'NORTH OF CENTERLINE OF EAST-WEST ROAD, 39 FEET EAST OF
 SM1204'CENTERLINE OF NORTH-SOUTH ROAD AND 2 FEET SOUTHEAST OF A CORNER
 SM1204'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 SM1204'STAMPED COTTON 1941 RESET 1960.
 SM1204'
 SM1204'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM FESSENDEN
 SM1204'IS ADEQUATE FOR RECOVERY.  THE AZIMUTH MARK IS AT THE CROSSROADS
 SM1204'4 MILES SOUTH AND 2 MILES EAST OF FESSENDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0649 ***********************************************************************
 RQ0649  DESIGNATION -  COTTONWOOD PRESB CHURCH SPIRE
 RQ0649  PID         -  RQ0649
 RQ0649  STATE/COUNTY-  ND/LA MOURE
 RQ0649  USGS QUAD   -  LAMOURE (1978)
 RQ0649
 RQ0649                         *CURRENT SURVEY CONTROL
 RQ0649  ___________________________________________________________________
 RQ0649* NAD 83(1996)-  46 17 50.37565(N)    098 22 07.36640(W)     ADJUSTED  
 RQ0649* NAVD 88     -                                                        
 RQ0649  ___________________________________________________________________
 RQ0649  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 RQ0649  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 RQ0649
 RQ0649  HORZ ORDER  -  THIRD
 RQ0649
 RQ0649.The horizontal coordinates were established by classical geodetic methods
 RQ0649.and adjusted by the National Geodetic Survey in January 1998..
 RQ0649
 RQ0649
 RQ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0649
 RQ0649.The geoid height was determined by GEOID03.
 RQ0649
 RQ0649;                    North         East     Units Scale Factor Converg.
 RQ0649;SPC ND S     -    72,329.460   764,186.487   MT  0.99997954   +1 33 16.3
 RQ0649;SPC ND S     -   237,301.38  2,507,173.51   iFT  0.99997954   +1 33 16.3
 RQ0649;UTM  14      - 5,127,277.015   548,619.491   MT  0.99962906   +0 27 23.0
 RQ0649
 RQ0649                          SUPERSEDED SURVEY CONTROL
 RQ0649
 RQ0649  NAD 83(1986)-  46 17 50.38151(N)    098 22 07.35940(W) AD(       ) 4
 RQ0649  NAD 27      -  46 17 50.50200(N)    098 22 06.02500(W) AD(       ) 3
 RQ0649
 RQ0649.Superseded values are not recommended for survey control.
 RQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0649.See file dsdata.txt to determine how the superseded data were derived.
 RQ0649
 RQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4861927277(NAD 83)
 RQ0649_MARKER: 90 = CHURCH SPIRE
 RQ0649
 RQ0649  HISTORY     - Date     Condition        Report By
 RQ0649  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0649
 RQ0649                          STATION DESCRIPTION
 RQ0649
 RQ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0649'THE STATION IS THE APEX OF THE SPIRE OF A WOODEN CHURCH LOCATED
 RQ0649'ABOUT 5.5 MILES SOUTHWEST OF LA MOURE.  THE BUILDING IS WHITE
 RQ0649'AND THE SPIRE BLACK.  THE APPROXIMATE HEIGHT OF STATION IS
 RQ0649'35 FEET.
 RQ0649'
 RQ0649'THIS STATION WAS ALSO USED BY THE U.S. GEOLOGICAL SURVEY
 RQ0649'AS AN AZIMUTH MARK FROM THEIR STATION 14 EES 1951 TT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0900 ***********************************************************************
 RR0900  DESIGNATION -  COULEE
 RR0900  PID         -  RR0900
 RR0900  STATE/COUNTY-  ND/GRANT
 RR0900  USGS QUAD   -  OTTER CREEK WEST (1980)
 RR0900
 RR0900                         *CURRENT SURVEY CONTROL
 RR0900  ___________________________________________________________________
 RR0900* NAD 83(1996)-  46 33 58.28858(N)    101 26 57.58135(W)     ADJUSTED  
 RR0900* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 RR0900  ___________________________________________________________________
 RR0900  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 RR0900  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 RR0900
 RR0900  HORZ ORDER  -  THIRD
 RR0900
 RR0900.The horizontal coordinates were established by classical geodetic methods
 RR0900.and adjusted by the National Geodetic Survey in January 1998..
 RR0900
 RR0900.The orthometric height was scaled from a topographic map.
 RR0900
 RR0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0900
 RR0900.The geoid height was determined by GEOID03.
 RR0900
 RR0900;                    North         East     Units Scale Factor Converg.
 RR0900;SPC ND S     -   100,427.557   527,221.236   MT  0.99994678   -0 41 32.7
 RR0900;SPC ND S     -   329,486.74  1,729,728.46   iFT  0.99994678   -0 41 32.7
 RR0900;UTM  14      - 5,159,872.758   312,289.676   MT  1.00003312   -1 46 44.9
 RR0900
 RR0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0900!SPC ND S     -   0.99989790  x   0.99994678  =   0.99984469
 RR0900!UTM  14      -   0.99989790  x   1.00003312  =   0.99993102
 RR0900
 RR0900:                Primary Azimuth Mark                     Grid Az
 RR0900:SPC ND S     -  ROCK CAIRN                               086 12 41.0
 RR0900:UTM  14      -  ROCK CAIRN                               087 17 53.2
 RR0900
 RR0900|---------------------------------------------------------------------|
 RR0900| PID    Reference Object                     Distance      Geod. Az  |
 RR0900|                                                           dddmmss.s |
 RR0900| RR0899 ROCK CAIRN                          APPROX. 3.1 KM 0853108.3 |
 RR0900|---------------------------------------------------------------------|
 RR0900
 RR0900                          SUPERSEDED SURVEY CONTROL
 RR0900
 RR0900  NAD 83(1986)-  46 33 58.28020(N)    101 26 57.57061(W) AD(       ) 3
 RR0900  NAD 27      -  46 33 58.24031(N)    101 26 56.03341(W) AD(       ) 3
 RR0900
 RR0900.Superseded values are not recommended for survey control.
 RR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0900.See file dsdata.txt to determine how the superseded data were derived.
 RR0900
 RR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1229059873(NAD 83)
 RR0900_MARKER: DD = SURVEY DISK
 RR0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0900_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0900+STABILITY: SURFACE MOTION
 RR0900
 RR0900  HISTORY     - Date     Condition        Report By
 RR0900  HISTORY     - 1941     MONUMENTED       USGS
 RR0900
 RR0900                          STATION DESCRIPTION
 RR0900
 RR0900'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0900'LOCATED ABOUT 1000 FT E. OF CENTER OF SEC. 26, T. 136 N., R. 86 W.,AND
 RR0900'ABOUT 1500 FT W. OF SNAKE COULEE.
 RR0900'
 RR0900'TO REACH FROM COR. SECS. 22, 23, 26, AND 27, /T - RD. E./ FOLLOW
 RR0900'SECTION - LINE RD. E. FOR 0.9 MI, TURN S. ON FIELD RD. AND FOLLOW THIS
 RR0900'RD. IN SOUTHERLY DIRECTION FOR 0.6 MI.  LEAVE CAR AND WALK IN WESTERLY
 RR0900'DIRECTION TO HIGHEST POINT OF N. - S. RANGE AND STATION.  STATION IS
 RR0900'ABOUT 12 FT S. OF HIGHEST POINT OF TOP AND A VERY ROCKY, SHARP TOP IS
 RR0900'ABOUT 200 FT N. OF STATION.
 RR0900'
 RR0900'STANDARD TABLET SET IN CONCRETE POST STAMPED---COULEE 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2170 ***********************************************************************
 TF2170  DESIGNATION -  COULEE
 TF2170  PID         -  TF2170
 TF2170  STATE/COUNTY-  ND/WARD
 TF2170  USGS QUAD   -  MINOT NW (1979)
 TF2170
 TF2170                         *CURRENT SURVEY CONTROL
 TF2170  ___________________________________________________________________
 TF2170* NAD 83(1996)-  48 12 52.90597(N)    101 29 24.62583(W)     ADJUSTED  
 TF2170* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 TF2170  ___________________________________________________________________
 TF2170  LAPLACE CORR-          -8.88  (seconds)                    DEFLEC99
 TF2170  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 TF2170
 TF2170  HORZ ORDER  -  FIRST
 TF2170
 TF2170.The horizontal coordinates were established by classical geodetic methods
 TF2170.and adjusted by the National Geodetic Survey in January 1998..
 TF2170
 TF2170.The orthometric height was scaled from a topographic map.
 TF2170
 TF2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2170
 TF2170.The geoid height was determined by GEOID03.
 TF2170
 TF2170;                    North         East     Units Scale Factor Converg.
 TF2170;SPC ND N     -   135,524.770   526,421.596   MT  0.99993841   -0 44 12.6
 TF2170;SPC ND N     -   444,635.07  1,727,104.97   iFT  0.99993841   -0 44 12.6
 TF2170;UTM  14      - 5,343,161.437   315,022.725   MT  1.00002044   -1 51 26.3
 TF2170
 TF2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2170!SPC ND N     -   0.99991231  x   0.99993841  =   0.99985072
 TF2170!UTM  14      -   0.99991231  x   1.00002044  =   0.99993274
 TF2170
 TF2170|---------------------------------------------------------------------|
 TF2170| PID    Reference Object                     Distance      Geod. Az  |
 TF2170|                                                           dddmmss.s |
 TF2170| CQ8151 COULEE RM 1                          23.924 METERS 05902     |
 TF2170| CQ8152 COULEE RM 2                          28.002 METERS 29231     |
 TF2170| CQ8150 COULEE AZ MK                                       3583944.0 |
 TF2170|---------------------------------------------------------------------|
 TF2170
 TF2170                          SUPERSEDED SURVEY CONTROL
 TF2170
 TF2170  NAD 83(1986)-  48 12 52.90568(N)    101 29 24.62331(W) AD(       ) 1
 TF2170  NAD 27      -  48 12 52.86600(N)    101 29 23.03400(W) AD(       ) 1
 TF2170
 TF2170.Superseded values are not recommended for survey control.
 TF2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2170.See file dsdata.txt to determine how the superseded data were derived.
 TF2170
 TF2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1502343161(NAD 83)
 TF2170_MARKER: DS = TRIANGULATION STATION DISK
 TF2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2170
 TF2170  HISTORY     - Date     Condition        Report By
 TF2170  HISTORY     - 1946     MONUMENTED       CGS
 TF2170
 TF2170                          STATION DESCRIPTION
 TF2170
 TF2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2170'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE VILLAGE
 TF2170'OF DESLACS, 2.8 MILES SOUTH OF U.S. HIGHWAY 2, 130 FEET EAST
 TF2170'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 6 FEET
 TF2170'SOUTH OF AN EAST-WEST FENCE LINE AND 5 FEET SOUTH OF A WITNESS
 TF2170'POST.  IT IS ON THE WEST BANK OF A SMALL COULEE AND ON THE
 TF2170'SOUTHERN MOST END OF A CULTIVATED FIELD.  THE MARK PROJECTS
 TF2170'5 INCHES AND THE DISK IS STAMPED COULEE 1946.
 TF2170'
 TF2170'REFERENCE MARK NO. 1 IS 78.49 FEET NORTHEAST OF THE STATION,
 TF2170'1 FOOT EAST OF A FENCE LINE AND ON THE WESTERN BANK OF THE
 TF2170'SMALL COULEE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 TF2170'STAMPED COULEE NO 1 1946.
 TF2170'
 TF2170'REFERENCE MARK NO. 2 IS 91.87 FEET NORTHWEST OF THE STATION,
 TF2170'41 FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 TF2170'ROAD AND 21 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS
 TF2170'5 INCHES AND THE DISK IS STAMPED COULEE NO 2 1946.
 TF2170'
 TF2170'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, ABOUT
 TF2170'200 YARDS WEST OF A SMALL FARM HOUSE PAINTED WHITE, 48 FEET
 TF2170'SOUTHEAST OF THE INTERSECTION OF A GRAVELED CROSSROAD, 4 FEET
 TF2170'EAST OF A WITNESS POST AND 2 FEET SOUTH OF A FENCE CORNER POST.
 TF2170'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED COULEE 1946.
 TF2170'
 TF2170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2170'THE MAIN STREET OF DESLACS, GO EAST ON U.S. HIGHWAY 2 FOR
 TF2170'3.5 MILES TO A GRAVELED T ROAD RIGHT, TURN RIGHT AND GO SOUTH
 TF2170'2.3 MILES TO A GRAVELED CROSSROAD AND THE AZIMUTH MARK AS
 TF2170'DESCRIBED.  CONTINUE ON SOUTH FOR 0.5 MILE AND THE STATION
 TF2170'ON THE LEFT AS DESCRIBED.
 TF2170'
 TF2170'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1143 ***********************************************************************
 SM1143  DESIGNATION -  COURTENAY
 SM1143  PID         -  SM1143
 SM1143  STATE/COUNTY-  ND/STUTSMAN
 SM1143  USGS QUAD   -  COURTENAY NW (1990)
 SM1143
 SM1143                         *CURRENT SURVEY CONTROL
 SM1143  ___________________________________________________________________
 SM1143* NAD 83(1996)-  47 12 05.93087(N)    098 39 17.09718(W)     ADJUSTED  
 SM1143* NAVD 88     -       481.3    (meters)    1579.     (feet)  VERTCON   
 SM1143  ___________________________________________________________________
 SM1143  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 SM1143  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SM1143
 SM1143  HORZ ORDER  -  FIRST
 SM1143
 SM1143.The horizontal coordinates were established by classical geodetic methods
 SM1143.and adjusted by the National Geodetic Survey in January 1998..
 SM1143
 SM1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1143
 SM1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1143
 SM1143.The geoid height was determined by GEOID03.
 SM1143
 SM1143;                    North         East     Units Scale Factor Converg.
 SM1143;SPC ND S     -   172,268.381   739,794.543   MT  0.99995635   +1 20 45.2
 SM1143;SPC ND S     -   565,184.98  2,427,147.45   iFT  0.99995635   +1 20 45.2
 SM1143;SPC ND N     -    24,094.911   739,807.612   MT  1.00005359   +1 22 23.2
 SM1143;SPC ND N     -    79,051.55  2,427,190.33   iFT  1.00005359   +1 22 23.2
 SM1143;UTM  14      - 5,227,630.666   526,148.961   MT  0.99960840   +0 15 12.0
 SM1143
 SM1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1143!SPC ND S     -   0.99992837  x   0.99995635  =   0.99988472
 SM1143!SPC ND N     -   0.99992837  x   1.00005359  =   0.99998195
 SM1143!UTM  14      -   0.99992837  x   0.99960840  =   0.99953680
 SM1143
 SM1143|---------------------------------------------------------------------|
 SM1143| PID    Reference Object                     Distance      Geod. Az  |
 SM1143|                                                           dddmmss.s |
 SM1143| CO5472 COURTENAY RM 1                       44.543 METERS 10059     |
 SM1143| CO5476 COURTENAY RM 5                        8.881 METERS 17311     |
 SM1143| CO5470 COURTENAY AZ MK                                    1855322.6 |
 SM1143| CO5473 COURTENAY RM 2                       42.626 METERS 19337     |
 SM1143| CO5471 COURTENAY AZ MK 2                                  2540943.1 |
 SM1143| CO5474 COURTENAY RM 3                       26.125 METERS 31006     |
 SM1143| SM1136 KENSAL MUNICIPAL TANK               APPROX.12.9 KM 3313732.9 |
 SM1143| SM1134 KENSAL ST JOHNS CATH CH CROSS       APPROX.12.6 KM 3321443.9 |
 SM1143| CO5475 COURTENAY RM 4                        8.877 METERS 35307     |
 SM1143|---------------------------------------------------------------------|
 SM1143
 SM1143                          SUPERSEDED SURVEY CONTROL
 SM1143
 SM1143  NAD 83(1986)-  47 12 05.93340(N)    098 39 17.09189(W) AD(       ) 1
 SM1143  NAD 27      -  47 12 05.94600(N)    098 39 15.73200(W) AD(       ) 1
 SM1143  NGVD 29 (07/19/86)  480.9    (m)         1578.     (f) VERT ANG       
 SM1143
 SM1143.Superseded values are not recommended for survey control.
 SM1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1143.See file dsdata.txt to determine how the superseded data were derived.
 SM1143
 SM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2614927631(NAD 83)
 SM1143_MARKER: DS = TRIANGULATION STATION DISK
 SM1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1143
 SM1143  HISTORY     - Date     Condition        Report By
 SM1143  HISTORY     - 1934     MONUMENTED       CGS
 SM1143  HISTORY     - 1960     GOOD             CGS
 SM1143  HISTORY     - 1963     GOOD             CGS
 SM1143  HISTORY     - 1967     GOOD             CGS
 SM1143  HISTORY     - 1976     GOOD             NGS
 SM1143
 SM1143                          STATION DESCRIPTION
 SM1143
 SM1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1143'STATION IS LOCATED IN SEC. 15, T 143 N, R 63 W, IN DURHAM
 SM1143'TOWNSHIP 0.35 MILE N OF S LINE AND 0.15 MILE E OF W LINE.
 SM1143'IT IS ON THE HIGHEST HILL IN THE VICINITY AND WELL ABOVE
 SM1143'SURROUNDING COUNTRY.
 SM1143'
 SM1143'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1143'BRONZE DISKS SET IN CONCRETE.
 SM1143'
 SM1143'REFERENCE MARK NO. 1 IS ESE OF STATION.
 SM1143'
 SM1143'REFERENCE MARK NO. 2 IS SW OF STATION.
 SM1143'
 SM1143'AZIMUTH MARK IS S OF STATION ON E SIDE OF ROAD 25 FEET FROM
 SM1143'CENTER LINE, AND APPROXIMATELY 500 FEET NE OF FARMHOUSE.
 SM1143'
 SM1143'TO REACH THE STATION FROM COURTENAY, GO W ON STATE HIGHWAYS
 SM1143'20 AND 9 FOR 5.15 MILES TO JUNCTION, THEN S ON STATE HIGHWAYS
 SM1143'20 FOR 1.9 MILES, THEN E ON DIM ROAD 1.0 MILE, THEN N 0.35
 SM1143'MILE, THEN E UP HILL TO TOP OF HILL AND STATION.
 SM1143'
 SM1143'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 SM1143
 SM1143                          STATION RECOVERY (1960)
 SM1143
 SM1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1143'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1143'CONDITION.  THE AZIMUTH MARK WAS RECOVERED ABOUT 0.1 MILE SOUTH
 SM1143'OF THE CROSSROADS, ABOUT 1.5 MILES SOUTH OF THE STATION AND
 SM1143'ABOUT 250 FEET EAST-NORTHEAST OF A FARMHOUSE.
 SM1143'
 SM1143'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SM1143
 SM1143                          STATION RECOVERY (1963)
 SM1143
 SM1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SM1143'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 SM1143'IN GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE ONE OF THE
 SM1143'REFERENCE MARKS OUT OF THE WAY OF CULTIVATION.  THE MARK WAS
 SM1143'REMOVED FROM THE FIELD AND RESET IN UNCULTIVATED LAND THEN
 SM1143'IT WAS RESTAMPED NO. 3.
 SM1143'
 SM1143'THE STATION IS ON THE SUMMIT OF A ROCKY, UNCULTIVATED HILL
 SM1143'THAT IS SURROUNDED BY CULTIVATED FIELDS.  IT IS 5 FEET WEST OF
 SM1143'THE EDGE OF CULTIVATION AND 1 FOOT SOUTH OF A METAL WITNESS
 SM1143'POST.
 SM1143'
 SM1143'R.M. NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ON THE SOUTH
 SM1143'SLOPE OF THE HILL AND IS ABOUT FLUSH WITH THE GROUND.
 SM1143'
 SM1143'R.M. NO. 3 IS NORTHWEST OF THE STATION, ON THE WEST SLOPE OF
 SM1143'THE HILL, PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 SM1143'COURTENAY NO 3 1934.
 SM1143'
 SM1143'THE AZIMUTH MARK IS APPROXIMATELY 1.5 MILES SOUTH-SOUTHWEST OF
 SM1143'THE STATION, ABOUT 0.12 MILE SOUTH OF CROSSROADS, 25 FEET EAST
 SM1143'OF CENTERLINE OF ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 SM1143'
 SM1143'TO REACH THE STATION FROM JAMESTOWN, FROM THE JUNCTION OF STATE
 SM1143'HIGHWAY 20 AND OLD U.S. HIGHWAY 10 AT THE NORTHEAST EDGE OF
 SM1143'TOWN, GO NORTH ON STATE HIGHWAY 20 FOR 14.75 MILES TO CROSSROADS,
 SM1143'TURN RIGHT AND GO EAST FOR 1.0 MILE TO CROSSROADS, (THE AZIMUTH
 SM1143'MARK IS 0.12 MILE TO SOUTH AND RENTER OF LAND LIVES 0.15 MILE
 SM1143'TO SOUTHWEST), TURN LEFT AND GO NORTH FOR 1.1 MILES, BEAR
 SM1143'RIGHT AND PICK ROAD NORTHEAST TO SUMMIT OF HILL AND STATION.
 SM1143'
 SM1143'NOTE--THE RENTER REPORTED THAT TRUCKS WERE DRIVEN THROUGH
 SM1143'HIS CROPS AT VARIOUS TIMES TO REACH THE STATION.  BE SURE TO
 SM1143'CONTACT THE RENTER BEFORE ENTERING TO STATION SITE.  THE
 SM1143'RENTER RESIDES ABOUT 0.1 MILE SOUTHWEST OF THE AZIMUTH MARK.
 SM1143
 SM1143                          STATION RECOVERY (1967)
 SM1143
 SM1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1143'STATION MARK AND REFERENCE NO 2 WERE RECOVERED AND FOUND IN GOOD
 SM1143'CONDITION AS DESCRIBED IN THE 1934 DESCRIPTION.
 SM1143'
 SM1143'AZIMUTH MARK AND REFERENCE MARK NO 1 WERE SEARCHED FOR BUT
 SM1143'COULD NOT BE FOUND, AND ARE BELIEVED TO BE DESTROYED.  THEREFORE
 SM1143'AN AZIMUTH MARK WAS ESTABLISHED.  ALTHOUGH NO INFORMATION WAS
 SM1143'FURNISHED THIS PARTY ON REFERENCE MARK NO 3 1934, A CHECK FOR
 SM1143'DISTANCE AND DIRECTION TO THE MARK COULD NOT BE MADE.  A CHECK
 SM1143'FOR DISTANCE AND DIRECTION TO REFERENCE MARK NO 2 WAS MADE, AND
 SM1143'A DIFFERENCE IN DISTANCE AND DIRECTION WAS FOUND.
 SM1143'
 SM1143'REFERENCE MARK NO 3 IS NORTHWEST OF THE STATION, THE DISK IS
 SM1143'STAMPED COURTENAY NO 3 1934, AND PROJECTS 6 INCHES.
 SM1143'
 SM1143'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.65
 SM1143'MILES TO A DIM CROSSROAD, CONTINUE SOUTH FOR 1.0 MILE TO A
 SM1143'CROSSROAD, TURN RIGHT AND GO WEST FOR 1.0 MILE TO THE INTERSECTION
 SM1143'OF STATE HWY 20 WITH A SMALL SCHOOLHOUSE IN THE SOUTHWEST ANGLE
 SM1143'OF THE INTERSECTION, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO THE
 SM1143'MARK ON THE RIGHT.
 SM1143'
 SM1143'THE MARK IS 20.5 FEET NORTH OF A POWERLINE POLE, 3.0 FEET NORTH
 SM1143'OF A METAL WITNESS POST, AND 77.0 FEET EAST OF THE APPROX.
 SM1143'CENTERLINE OF STATE HWY. 20.  THE DISK IS STAMPED COURTENAY 1934
 SM1143'AZ 2 1967, AND THE MARK PROJECTS 2 INCHES ABOVE THE GROUND.
 SM1143'16B
 SM1143'
 SM1143'TO REACH THE STATION FROM COURTENAY, GO WEST ON STATE HWYS. 20
 SM1143'AND 9 FOR 5.0 MILES TO THEIR JUNCTION, THEN SOUTH ON STATE HWY. 20
 SM1143'FOR 3.0 MILES TO A CROSSROAD WITH A SMALL SCHOOLHOUSE IN THE
 SM1143'SOUTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO EAST FOR
 SM1143'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 1.0 MILE TO
 SM1143'A VERY DIM CROSSROAD, CONTINUE NORTH ON FIELD TRACK ROAD FOR
 SM1143'ABOUT 0.1 MILE, TURN RIGHT AND GO EASTERLY AND PICK WAY TO TOP
 SM1143'OF HILL AND STATION.  THE DISK IS STAMPED COURTENAY 1934, AND
 SM1143'THE MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 SM1143'
 SM1143'HEIGHT OF PLATE ABOVE STATION MARK 14.23 METERS.
 SM1143
 SM1143                          STATION RECOVERY (1976)
 SM1143
 SM1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 SM1143'THE STATION MARK, REFERENCE MARK NO. 2, AND AZIMUTH MARK 2 WERE
 SM1143'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND LYING
 SM1143'ON TOP OF THE GROUND, IT HAD BEEN PULLED UP BY FARM MACHINERY.  THE
 SM1143'ORIGINAL AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 SM1143'GRADED OUT.  THE HILL ON WHICH THE STATION IS LOCATED IS BEING
 SM1143'PREPARED FOR CULTIVATION AND THE MARKS WERE HARD TO MANEUVER THE
 SM1143'LARGE MACHINERY AROUND.  THE DISKS WERE REMOVED FROM REFERENCE MARKS
 SM1143'NO. 2 AND NO. 3 AT THIS TIME, AND REFERENCE MARKS NO. 4 AND NO. 5
 SM1143'WERE SET ON LINE WITH THE STATION MARK TO BE MORE EASILY FARMED
 SM1143'AROUND.
 SM1143'
 SM1143'A NEW DESCRIPTION FOLLOWS--
 SM1143'
 SM1143'THE STATION IS LOCATED IN SEC 15, T 143 N, R 63 W, IN DURHAM
 SM1143'TOWNSHIP, ABOUT 8 MILES SOUTHSOUTHEAST OF KENSAL, 4.5 MILES
 SM1143'WEST-SOUTHWEST OF COURTENAY, 1.25 MILES EAST OF STATE HIGHWAY 20,
 SM1143'ON THE HIGHEST PART OF A HILL ON PROPERTY OF MR. RALPH DICKS,
 SM1143'COURTENAY, NORTH DAKOTA, TELEPHONE - 701-435-2664.
 SM1143'
 SM1143'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 10 AND
 SM1143'STATE HIGHWAY 20 AT THE NORTHEAST EDGE OF JAMESTOWN, GO NORTH ON
 SM1143'STATE HIGHWAY 20 FOR 14.75 MILES TO A CROSSROAD, TURN RIGHT AND GO
 SM1143'EAST ON THE GRAVELED ROAD 1.0 MILE TO A CROSSROAD, TURN LEFT AND
 SM1143'GO NORTH 0.25 MILE ON THE GRADED ROAD - PASSING A FARMSTEAD ON THE
 SM1143'RIGHT - CONTINUE NORTH ON THE SECTION LINE ROAD 0.85 MILE TO
 SM1143'AN EAST-WEST SECTION LINE TRAIL, PICK WAY NORTHEAST 0.4 MILE
 SM1143'ACROSS FIELD TO HIGHEST PART OF HILL AND THE STATION AS
 SM1143'DESCRIBED.
 SM1143'
 SM1143'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO NORTH ON HIGHWAY
 SM1143'20 FOR 1.0 MILE TO A FIELD ENTRANCE ON THE RIGHT AND THE AZIMUTH
 SM1143'MARK AS DESCRIBED.
 SM1143'
 SM1143'THE STATION MARK IS A STANDARD DISK STAMPED COURTENAY 1934, SET IN
 SM1143'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS
 SM1143'2.2 FEET SOUTH OF A METAL WITNESS POST, AND 2.0 FEET NORTH OF
 SM1143'ANOTHER WITNESS POST.
 SM1143'
 SM1143'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED COURTENAY 1934 NO 4
 SM1143'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 SM1143'4-INCHES.  IT IS 27 FEET NORTH OF A METAL WITNESS POST AND 2-FEET
 SM1143'SOUTH OF A WOODEN POST.
 SM1143'
 SM1143'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED COURTENAY 1934 NO 5
 SM1143'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 SM1143'2-INCHES.  IT IS 27 FEET SOUTH OF A METAL WITNESS POST AND 2-FEET
 SM1143'NORTH OF A WOODEN POST.
 SM1143'
 SM1143'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COURTENAY 1934 AZ 2 1967,
 SM1143'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 SM1143'77 FEET EAST OF THE CENTER OF STATE HIGHWAY 20, 53 FEET NORTH OF
 SM1143'THE CENTER OF THE SECTION LINE TRACK ROAD, 20.5 FEET NORTH OF A
 SM1143'POWER POLE WITH 4 GUY-WIRES, AND 3.4 FEET NORTH OF A METAL
 SM1143'WITNESS POST.
 SM1143'
 SM1143'THE DISTANCE BETWEEN REFERENCE MARKS NO. 4 AND NO. 5 WAS NOT
 SM1143'MEASURED AS THEY ARE NEARLY ON LINE.
 SM1143'
 SM1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 SM1143'WSW OF COURTENAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1898 ***********************************************************************
 TG1898  DESIGNATION -  COW
 TG1898  PID         -  TG1898
 TG1898  STATE/COUNTY-  ND/WILLIAMS
 TG1898  USGS QUAD   -  TRENTON NW (1974)
 TG1898
 TG1898                         *CURRENT SURVEY CONTROL
 TG1898  ___________________________________________________________________
 TG1898* NAD 83(1996)-  48 11 55.01201(N)    103 57 30.44643(W)     ADJUSTED  
 TG1898* NAVD 88     -       721.8    (meters)    2368.     (feet)  VERTCON   
 TG1898  ___________________________________________________________________
 TG1898  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 TG1898  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1898
 TG1898  HORZ ORDER  -  FIRST
 TG1898
 TG1898.The horizontal coordinates were established by classical geodetic methods
 TG1898.and adjusted by the National Geodetic Survey in January 1998..
 TG1898
 TG1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1898
 TG1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1898
 TG1898.The geoid height was determined by GEOID03.
 TG1898
 TG1898;                    North         East     Units Scale Factor Converg.
 TG1898;SPC ND N     -   139,036.246   343,006.012   MT  0.99993781   -2 34 24.8
 TG1898;SPC ND N     -   456,155.66  1,125,347.81   iFT  0.99993781   -2 34 24.8
 TG1898;SPC MT       -   453,331.760 1,011,444.731   MT  0.99960773   +4 03 13.2
 TG1898;SPC MT       - 1,487,308.92  3,318,388.23   iFT  0.99960773   +4 03 13.2
 TG1898;UTM  13      - 5,338,900.206   577,395.243   MT  0.99967360   +0 46 35.3
 TG1898
 TG1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1898!SPC ND N     -   0.99988973  x   0.99993781  =   0.99982755
 TG1898!SPC MT       -   0.99988973  x   0.99960773  =   0.99949751
 TG1898!UTM  13      -   0.99988973  x   0.99967360  =   0.99956337
 TG1898
 TG1898:                Primary Azimuth Mark                     Grid Az
 TG1898:SPC ND N     -  COW AZ MK                                094 09 03.2
 TG1898:SPC MT       -  COW AZ MK                                087 31 25.2
 TG1898:UTM  13      -  COW AZ MK                                090 48 03.1
 TG1898
 TG1898|---------------------------------------------------------------------|
 TG1898| PID    Reference Object                     Distance      Geod. Az  |
 TG1898|                                                           dddmmss.s |
 TG1898| CQ8156 COW AZ MK                                          0913438.4 |
 TG1898| CQ8157 COW RM 1                             73.525 METERS 13233     |
 TG1898| TG1890 WILLISTON TV STATION KUMV MAST      APPROX.10.2 KM 1343439.1 |
 TG1898| CQ8158 COW RM 2                             50.774 METERS 19244     |
 TG1898|---------------------------------------------------------------------|
 TG1898
 TG1898                          SUPERSEDED SURVEY CONTROL
 TG1898
 TG1898  NAD 83(1986)-  48 11 55.01095(N)    103 57 30.44206(W) AD(       ) 1
 TG1898  NAD 27      -  48 11 54.92800(N)    103 57 28.69300(W) AD(       ) 1
 TG1898  NGVD 29 (07/19/86)  721.3    (m)         2366.     (f) VERT ANG       
 TG1898
 TG1898.Superseded values are not recommended for survey control.
 TG1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1898.See file dsdata.txt to determine how the superseded data were derived.
 TG1898
 TG1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7739538900(NAD 83)
 TG1898_MARKER: DS = TRIANGULATION STATION DISK
 TG1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1898+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TG1898
 TG1898  HISTORY     - Date     Condition        Report By
 TG1898  HISTORY     - 1945     MONUMENTED       CGS
 TG1898  HISTORY     - 1967     GOOD             CGS
 TG1898  HISTORY     - 1974     GOOD             NGS
 TG1898  HISTORY     - 1986     GOOD
 TG1898
 TG1898                          STATION DESCRIPTION
 TG1898
 TG1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1898'STATION IS LOCATED ABOUT 15.5 MILES WNW OF WILLISTON, ON THE S
 TG1898'END OF A LONG RIDGE RUNNING FROM THE SW TO THE NE.  THE MARK
 TG1898'IS SITUATED ABOUT 0.3 MILE W OF A FARMHOUSE IN A CULTIVATED
 TG1898'FIELD.  IT IS 164 FEET N OF THE E-W FENCE LINE, 17 FEET NE OF A
 TG1898'STANDARD WITNESS POST, AND 11 FEET E OF THE E EDGE OF A LARGE
 TG1898'ROCK-PILE.
 TG1898'
 TG1898'IT IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE POST
 TG1898'AND IS STAMPED COW 1945.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE
 TG1898'THE SURFACE OF THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION
 TG1898'DISK IN CONCRETE.
 TG1898'
 TG1898'REFERENCE MARK 1 IS 241.15 FEET SE OF THE STATION, ABOUT 11 FEET
 TG1898'N OF THE APPROXIMATE CENTER OF THE TRACK ROAD, AND 1 FOOT N OF
 TG1898'THE E-W FENCE.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP
 TG1898'OF A CONCRETE POST AND IS STAMPED COW NO 1 1945.  THE MARK
 TG1898'PROJECTS 2 INCHES.
 TG1898'
 TG1898'REFERENCE MARK 2 IS 166.35 FEET S OF THE STATION, ABOUT 11 FEET
 TG1898'N OF THE APPROXIMATE CENTER OF THE TRACK ROAD, AND 1 FOOT N OF THE
 TG1898'E-W FENCE.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 TG1898'CONCRETE POST AND IS STAMPED COW NO 2 1945.  THE MARK PROJECTS
 TG1898'2 INCHES.
 TG1898'
 TG1898'THE AZIMUTH MARK IS ABOUT 1.0 MILE E OF THE STATION ON THE N
 TG1898'SIDE OF THE E-W ROAD, 46 FEET N OF THE APPROXIMATE CENTER OF THE
 TG1898'ROAD, 7 FEET NW OF THE NW EDGE OF THE ROCKPILE, 6.5 FEET N OF A
 TG1898'STANDARD WITNESS POST, AND 4 FEET N OF THE E-W FENCE.  IT IS A
 TG1898'BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST AND IS
 TG1898'STAMPED COW 1945.  THE MARK PROJECTS 2 INCHES.
 TG1898'
 TG1898'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, FOLLOW
 TG1898'U.S. HIGHWAY 2 W FOR 15.35 MILES TO A GRADED DIRT ROAD RIGHT.
 TG1898'TURN RIGHT AND GO 4 MILES TO A CROSSROAD.* TURN LEFT AND GO W
 TG1898'FOR 0.4 MILE TO THE STATION ON THE RIGHT BY A LARGE ROCK-PILE
 TG1898'AS DESCRIBED.
 TG1898'
 TG1898'*TO REACH THE AZIMUTH MARK FROM THIS CROSSROAD, GO E FOR 0.6
 TG1898'MILE TO A ROCK-PILE AND THE MARK ON THE LEFT AS DESCRIBED.
 TG1898'
 TG1898'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 TG1898
 TG1898                          STATION RECOVERY (1967)
 TG1898
 TG1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1898'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 TG1898'CONDITION.  DUE TO CHANGES IN THE ROADS A NEW DESCRIPTION FOLLOWS.
 TG1898'
 TG1898'THE STATION IS LOCATED ABOUT 16 MILES WEST-NORTHWEST OF
 TG1898'WILLISTON, 13 MILES EAST-NORTHEAST OF BAINVILLE AND ON PROPERTY
 TG1898'OWNED BY MR. GALYN ANSETH.
 TG1898'
 TG1898'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1898'U.S. HIGHWAY 85 APPROXIMATELY 5 MILES WEST OF WILLISTON, GO WEST ON
 TG1898'U.S. HIGHWAY 2 FOR 10.45 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 TG1898'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 4.0 MILES TO A
 TG1898'CROSSROAD.  (TURN RIGHT AND GO EAST FOR 0.6 MILE TO THE AZIMUTH
 TG1898'MARK ON THE LEFT.) TURN LEFT AND GO WEST FOR 0.4 MILE TO THE
 TG1898'TOP OF A SMALL RISE AND THE STATION ON THE RIGHT.
 TG1898'
 TG1898'THE STATION MARK IS A STANDARD DISK, STAMPED COW 1945, SET IN THE
 TG1898'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 TG1898'GROUND SURFACE.  IT IS 165 FEET NORTH OF A WIRE FENCE, 10 FEET EAST
 TG1898'OF THE EAST END OF A LARGE ROCK PILE AND 2.0 FEET EAST OF A METAL
 TG1898'WITNESS POST WITH SIGN.
 TG1898'
 TG1898'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COW NO 1 1945, SET IN
 TG1898'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 TG1898'THE GROUND SURFACE.  IT IS 248 FEET SOUTHEAST OF THE SOUTHEAST
 TG1898'CORNER OF THE ROCK PILE, 18 FEET NORTH OF THE CENTER OF THE
 TG1898'SECTION LINE ROAD AND 2 FEET NORTH OF THE WIRE FENCE.
 TG1898'
 TG1898'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COW NO 2 1945, SET IN
 TG1898'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TG1898'3-INCHES.  IT IS 164 FEET SOUTH OF THE SOUTH EDGE OF THE ROCK
 TG1898'PILE, 24 FEET NORTH OF THE CENTER OF THE SECTION LINE ROAD AND 2
 TG1898'FEET NORTH OF THE WIRE FENCE.
 TG1898'
 TG1898'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COW 1945, SET IN THE
 TG1898'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 TG1898'GROUND SURFACE.  IT IS 74 FEET SOUTHEAST OF A TELEPHONE POLE, 45
 TG1898'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 8 FEET WEST OF THE
 TG1898'WEST END OF A LARGE ROCK PILE AND 1.0 FEET WEST OF A METAL
 TG1898'WITNESS POST WITH SIGN.
 TG1898'
 TG1898'MEASURED DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 TG1898'214.48 FEET OR 65.374 METERS.
 TG1898
 TG1898                          STATION RECOVERY (1974)
 TG1898
 TG1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (B)
 TG1898'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TG1898'AS DESCRIBED.  THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR
 TG1898'GEOCEIVER STATION 51076.
 TG1898'
 TG1898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES WEST
 TG1898'NORTHWEST OF WILLISTON.
 TG1898
 TG1898                          STATION RECOVERY (1986)
 TG1898
 TG1898'RECOVERED 1986
 TG1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0926 ***********************************************************************
 RR0926  DESIGNATION -  COWAN SCHOOL
 RR0926  PID         -  RR0926
 RR0926  STATE/COUNTY-  ND/GRANT
 RR0926  USGS QUAD   -  WHEELER HILLS (1972)
 RR0926
 RR0926                         *CURRENT SURVEY CONTROL
 RR0926  ___________________________________________________________________
 RR0926* NAD 83(1996)-  46 13 12.17165(N)    101 42 25.34620(W)     ADJUSTED  
 RR0926* NAVD 88     -                                                        
 RR0926  ___________________________________________________________________
 RR0926  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 RR0926  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 RR0926
 RR0926  HORZ ORDER  -  THIRD
 RR0926
 RR0926.The horizontal coordinates were established by classical geodetic methods
 RR0926.and adjusted by the National Geodetic Survey in January 1998..
 RR0926
 RR0926
 RR0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0926
 RR0926.The geoid height was determined by GEOID03.
 RR0926
 RR0926;                    North         East     Units Scale Factor Converg.
 RR0926;SPC ND S     -    62,227.572   506,874.314   MT  0.99999298   -0 52 49.4
 RR0926;SPC ND S     -   204,158.70  1,662,973.47   iFT  0.99999298   -0 52 49.4
 RR0926;UTM  14      - 5,122,059.000   291,223.280   MT  1.00013584   -1 57 18.7
 RR0926
 RR0926                          SUPERSEDED SURVEY CONTROL
 RR0926
 RR0926  NAD 83(1986)-  46 13 12.16280(N)    101 42 25.34234(W) AD(       ) 4
 RR0926  NAD 27      -  46 13 12.12346(N)    101 42 23.87202(W) AD(       ) 3
 RR0926
 RR0926.Superseded values are not recommended for survey control.
 RR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0926.See file dsdata.txt to determine how the superseded data were derived.
 RR0926
 RR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9122322059(NAD 83)
 RR0926_MARKER: 85 = CHIMNEY
 RR0926
 RR0926  HISTORY     - Date     Condition        Report By
 RR0926  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0926
 RR0926                          STATION DESCRIPTION
 RR0926
 RR0926'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0926'LOCATED IN SW. 1/4 SEC. 28, T. 132 N., R. 88 W., AND ABOUT 400 FT NE.
 RR0926'OF CROSSROADS, AT COR. SECS. 28, 29, 32 AND 33.  STATION MARK--N.
 RR0926'CHIMNEY OF SCHOOL.  THERE IS ALSO A S. CHIMNEY AND FLAG POLE ON
 RR0926'SCHOOL.  NO CHECK ON THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0746 ***********************************************************************
 SO0746  DESIGNATION -  COYOTE
 SO0746  PID         -  SO0746
 SO0746  STATE/COUNTY-  ND/DUNN
 SO0746  USGS QUAD   -  MARSHALL (1973)
 SO0746
 SO0746                         *CURRENT SURVEY CONTROL
 SO0746  ___________________________________________________________________
 SO0746* NAD 83(1996)-  47 12 52.02898(N)    102 20 17.52784(W)     ADJUSTED  
 SO0746* NAVD 88     -       731.11   (+/-2cm)    2398.7    (feet)  VERTCON   
 SO0746  ___________________________________________________________________
 SO0746  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 SO0746  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0746
 SO0746  HORZ ORDER  -  FIRST
 SO0746  VERT ORDER  -  THIRD ? (See Below)
 SO0746
 SO0746.The horizontal coordinates were established by classical geodetic methods
 SO0746.and adjusted by the National Geodetic Survey in January 1998..
 SO0746
 SO0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0746.The vertical order pertains to the NGVD 29 superseded value.
 SO0746
 SO0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0746
 SO0746.The geoid height was determined by GEOID03.
 SO0746
 SO0746;                    North         East     Units Scale Factor Converg.
 SO0746;SPC ND S     -   173,679.009   460,772.664   MT  0.99995780   -1 20 26.7
 SO0746;SPC ND S     -   569,813.02  1,511,721.34   iFT  0.99995780   -1 20 26.7
 SO0746;UTM  13      - 5,232,432.966   701,548.059   MT  1.00009926   +1 57 14.9
 SO0746
 SO0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0746!SPC ND S     -   0.99988825  x   0.99995780  =   0.99984605
 SO0746!UTM  13      -   0.99988825  x   1.00009926  =   0.99998750
 SO0746
 SO0746|---------------------------------------------------------------------|
 SO0746| PID    Reference Object                     Distance      Geod. Az  |
 SO0746|                                                           dddmmss.s |
 SO0746| CQ8160 COYOTE RM 1                          20.033 METERS 09035     |
 SO0746| CQ8159 COYOTE AZ MK                                       1985848.7 |
 SO0746| CQ8161 COYOTE RM 2                          24.253 METERS 30751     |
 SO0746|---------------------------------------------------------------------|
 SO0746
 SO0746                          SUPERSEDED SURVEY CONTROL
 SO0746
 SO0746  NAD 83(1986)-  47 12 52.02488(N)    102 20 17.52098(W) AD(       ) 1
 SO0746  NAD 27      -  47 12 51.98500(N)    102 20 15.87200(W) AD(       ) 1
 SO0746  NGVD 29 (07/19/86)  730.64   (m)         2397.1    (f) LEVELING    3  
 SO0746
 SO0746.Superseded values are not recommended for survey control.
 SO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0746.See file dsdata.txt to determine how the superseded data were derived.
 SO0746
 SO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0154832433(NAD 83)
 SO0746_MARKER: DS = TRIANGULATION STATION DISK
 SO0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0746
 SO0746  HISTORY     - Date     Condition        Report By
 SO0746  HISTORY     - 1951     MONUMENTED       CGS
 SO0746  HISTORY     - 1981     GOOD             LOCENG
 SO0746  HISTORY     - 1984     GOOD             LOCENG
 SO0746
 SO0746                          STATION DESCRIPTION
 SO0746
 SO0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0746'THE STATION IS LOCATED ON A HIGH FLAT-TOPPED HILL, ON LAND
 SO0746'OWNED BY MR. HELGE MYRON, ABOUT 10 MILES SOUTH OF HALLIDAY,
 SO0746'ABOUT 5 MILES NORTH OF MARSHALL, AND ABOUT 0.2 MILE EAST OF
 SO0746'STATE HIGHWAY 8.
 SO0746'
 SO0746'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 8 AND THE
 SO0746'MAIN STREET IN MARSHALL, GO NORTH ON HIGHWAY 8 FOR 5.0 MILES
 SO0746'TO THE AZIMUTH MARK ON RIGHT.  CONTINUE NORTH FOR 1.2 MILES TO
 SO0746'A WIRE GATE ON RIGHT.  PASS THROUGH GATE, TURN RIGHT, AND GO
 SO0746'SOUTH ALONG THE EAST SIDE OF FENCE FOR 0.1 MILE TO A WIRE
 SO0746'GATE.  PASS THROUGH GATE AND GO SOUTHEAST ACROSS COUNTRY FOR
 SO0746'0.55 MILE TO HIGHEST POINT OF HILL AND STATION.
 SO0746'
 SO0746'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 SO0746'COYOTE 1951.
 SO0746'
 SO0746'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 SO0746'COYOTE NO 1 1951.
 SO0746'
 SO0746'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SO0746'COYOTE NO 2 1951.
 SO0746'
 SO0746'THE AZIMUTH MARK IS 42 FEET EAST OF CENTER OF STATE HIGHWAY
 SO0746'8.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED COYOTE 1951.
 SO0746'
 SO0746'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SO0746'CONCRETE CYLINDERS.
 SO0746'
 SO0746'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 SO0746
 SO0746                          STATION RECOVERY (1981)
 SO0746
 SO0746'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (HM)
 SO0746'TRI STA COYOTE RECOVERED GOOD.
 SO0746'
 SO0746'RM NO. 1 RECOVERED GOOD.  65.77 FT.
 SO0746'
 SO0746'RM NO. 2 RECOVERED GOOD.  79.65 FT.
 SO0746
 SO0746                          STATION RECOVERY (1984)
 SO0746
 SO0746'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MF)
 SO0746'COYOTE 1951 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4427 ***********************************************************************
 DH4427  DESIGNATION -  CPS 1
 DH4427  PID         -  DH4427
 DH4427  STATE/COUNTY-  ND/GRAND FORKS
 DH4427  USGS QUAD   -  GRAND FORKS (1994)
 DH4427
 DH4427                         *CURRENT SURVEY CONTROL
 DH4427  ___________________________________________________________________
 DH4427* NAD 83(1996)-  47 55 35.03731(N)    097 02 00.11600(W)     ADJUSTED  
 DH4427* NAVD 88     -       267.1    (meters)     876.     (feet)  GPS OBS   
 DH4427  ___________________________________________________________________
 DH4427  X           -    -524,314.151 (meters)                     COMP
 DH4427  Y           -  -4,249,735.236 (meters)                     COMP
 DH4427  Z           -   4,711,574.837 (meters)                     COMP
 DH4427  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 DH4427  ELLIP HEIGHT-         240.25  (meters)          (06/27/05) GPS OBS
 DH4427  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DH4427
 DH4427  HORZ ORDER  -  A
 DH4427  ELLP ORDER  -  FOURTH    CLASS I
 DH4427
 DH4427.The horizontal coordinates were established by GPS observations
 DH4427.and adjusted by the National Geodetic Survey in June 2005..
 DH4427
 DH4427.The orthometric height was determined by GPS observations and a
 DH4427.high-resolution geoid model.
 DH4427
 DH4427.Photographs are available for this station.
 DH4427
 DH4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4427
 DH4427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4427
 DH4427.The ellipsoidal height was determined by GPS observations
 DH4427.and is referenced to NAD 83.
 DH4427
 DH4427.The geoid height was determined by GEOID03.
 DH4427
 DH4427;                    North         East     Units Scale Factor Converg.
 DH4427;SPC ND N     -   108,828.127   858,963.425   MT  0.99993964   +2 34 46.7
 DH4427;SPC ND N     -   357,047.66  2,818,121.47   iFT  0.99993964   +2 34 46.7
 DH4427;UTM  14      - 5,309,991.694   646,907.722   MT  0.99986520   +1 27 36.2
 DH4427
 DH4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4427!SPC ND N     -   0.99996235  x   0.99993964  =   0.99990199
 DH4427!UTM  14      -   0.99996235  x   0.99986520  =   0.99982755
 DH4427
 DH4427                          SUPERSEDED SURVEY CONTROL
 DH4427
 DH4427.No superseded survey control is available for this station.
 DH4427
 DH4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4690809992(NAD 83)
 DH4427_MARKER: Z = SEE DESCRIPTION
 DH4427_SETTING: 0 = UNSPECIFIED SETTING
 DH4427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4427+STABILITY: SURFACE MOTION
 DH4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4427+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4427
 DH4427  HISTORY     - Date     Condition        Report By
 DH4427  HISTORY     - UNK      MONUMENTED
 DH4427  HISTORY     - 20040820 GOOD             NDSPLS
 DH4427
 DH4427                          STATION DESCRIPTION
 DH4427
 DH4427'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4427'THE STATION IS A BASE STATION FOR CPS, LTD.
 DH4427' 
 DH4427'THE STATION IS LOCATED IN GRAND FORKS, ON THE SOUTHEASTERN WALL OF A
 DH4427'THREE STORY  BUILDING (OLD AAKERS BUSINESS COLLEGE).  OWNERSHIP--CPS
 DH4427'LTD., 308 2ND AVENUE NORTH,  GRAND FORKS ND 58203.
 DH4427' 
 DH4427'TO REACH THE STATION FROM THE INTERSECTION OF GATEWAY DRIVE (U.S.
 DH4427'HIGHWAY 2) AND  NORTH WASHINGTON STREET IN GRAND FORKS, GO
 DH4427'SOUTHEASTERLY AND SOUTHERLY FOR 1.2  MILES ON NORTH WASHINGTON STREET
 DH4427'TO DEMERS AVENUE.  TURN LEFT AND GO NORTHEASTERLY  FOR 0.9 MILES ON
 DH4427'DEMERS AVENUE TO NORTH 3RD STREET.  TURN LEFT AND GO NORTHWESTERLY
 DH4427'FOR 0.15 MILES (2 BLOCKS) ON NORTH 3RD STREET TO 2ND AVENUE NORTH.
 DH4427'TURN RIGHT AND GO  NORTHEASTERLY FOR 0.05 MILES (1/2 BLOCK) TO THE
 DH4427'STATION ON LEFT.
 DH4427' 
 DH4427'THE STATION IS 6.5 INCH SQUARE METAL PLATE BOLTED TO THE TOP OF THE
 DH4427'SOUTHEASTERLY WALL  NEAR THE WESTERN SIDE OF THE BUILDING, 4.5 FEET
 DH4427'ABOVE THE ROOF LINE.  NOTE--THERE IS NO  STAMPING ON PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0853 ***********************************************************************
 RP0853  DESIGNATION -  CRETE
 RP0853  PID         -  RP0853
 RP0853  STATE/COUNTY-  ND/SARGENT
 RP0853  USGS QUAD   -  ELLIOTT SW (1957)
 RP0853
 RP0853                         *CURRENT SURVEY CONTROL
 RP0853  ___________________________________________________________________
 RP0853* NAD 83(1996)-  46 15 11.82912(N)    097 56 07.12272(W)     ADJUSTED  
 RP0853* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 RP0853  ___________________________________________________________________
 RP0853  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 RP0853  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 RP0853
 RP0853  HORZ ORDER  -  SECOND
 RP0853
 RP0853.The horizontal coordinates were established by classical geodetic methods
 RP0853.and adjusted by the National Geodetic Survey in January 1998..
 RP0853
 RP0853.The orthometric height was scaled from a topographic map.
 RP0853
 RP0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0853
 RP0853.The geoid height was determined by GEOID03.
 RP0853
 RP0853;                    North         East     Units Scale Factor Converg.
 RP0853;SPC ND S     -    68,434.666   797,723.038   MT  0.99998698   +1 52 14.3
 RP0853;SPC ND S     -   224,523.18  2,617,201.57   iFT  0.99998698   +1 52 14.3
 RP0853;UTM  14      - 5,122,740.758   582,064.085   MT  0.99968278   +0 46 09.0
 RP0853
 RP0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0853!SPC ND S     -   0.99994683  x   0.99998698  =   0.99993381
 RP0853!UTM  14      -   0.99994683  x   0.99968278  =   0.99962963
 RP0853
 RP0853|---------------------------------------------------------------------|
 RP0853| PID    Reference Object                     Distance      Geod. Az  |
 RP0853|                                                           dddmmss.s |
 RP0853| CO5490 CRETE RM 1                            8.222 METERS 08624     |
 RP0853| RP0847 EMMANUEL LUTHERAN CHURCH CROSS      APPROX. 3.8 KM 1401917.1 |
 RP0853| CO5491 CRETE RM 2                            8.085 METERS 19234     |
 RP0853| CO5489 CRETE AZ MK                                        2093937.5 |
 RP0853|---------------------------------------------------------------------|
 RP0853
 RP0853                          SUPERSEDED SURVEY CONTROL
 RP0853
 RP0853  NAD 83(1986)-  46 15 11.83223(N)    097 56 07.11833(W) AD(       ) 2
 RP0853  NAD 27      -  46 15 11.95700(N)    097 56 05.75600(W) AD(       ) 2
 RP0853
 RP0853.Superseded values are not recommended for survey control.
 RP0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0853.See file dsdata.txt to determine how the superseded data were derived.
 RP0853
 RP0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8206422741(NAD 83)
 RP0853_MARKER: DS = TRIANGULATION STATION DISK
 RP0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0853+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 RP0853
 RP0853  HISTORY     - Date     Condition        Report By
 RP0853  HISTORY     - 1954     MONUMENTED       CGS
 RP0853  HISTORY     - 20041130 GOOD             NDWC
 RP0853
 RP0853                          STATION DESCRIPTION
 RP0853
 RP0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0853'THE STATION IS ON SUMMIT OF SMALL KNOLL IN PASTURE LAND ABOUT
 RP0853'3-1/2 MILES NORTH AND 1-1/2 MILES EAST OF CRETE AND ABOUT 7-3/4
 RP0853'MILES SOUTH AND 6-1/2 MILES EAST OF VERONA.  IT IS IN THE
 RP0853'NORTHEAST 1/4 OF THE NORTHWEST 1/4 SEC. 15, T. 132 N., R. 58 W.
 RP0853'AND IS ON LAND OWNED BY MR. MELVIN SOMMERLAND.
 RP0853'
 RP0853'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13, ABOUT 6
 RP0853'MILES NORTH OF OAKES, GO EAST ON STATE 13 FOR 5.8 MILES TO A
 RP0853'CROSSROAD AND SIGN CRETE 2 MILES, TURN LEFT AND GO NORTH FOR
 RP0853'1 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE
 RP0853'TO BM-1 DMTT (USGS) MARK ON LEFT, NORTH SIDE OF ROAD, IN FENCE
 RP0853'LINE.  CONTINUE EAST FOR 0.9 MILE TO A CROSSROAD, TURN LEFT AND
 RP0853'GO NORTH FOR 0.5 MILE TO A DRIVEWAY ON RIGHT, GO NORTHEAST
 RP0853'ACROSS FARMYARD TO A STEEL GATE SOUTH OF A LARGE RED BARN, GO
 RP0853'EAST THROUGH GATE AND CONTINUE EAST AND NORTHEAST ACROSS
 RP0853'PASTURE FOR ABOUT 0.4 MILE TO THE AZIMUTH MARK IN
 RP0853'NORTHWEST FENCE CORNER AS DESCRIBED.  CONTINUE NORTHEAST
 RP0853'TO TOP OF SMALL KNOLL NEAR THE NORTHEAST CORNER OF THE
 RP0853'PASTURE AND STATION.
 RP0853'
 RP0853'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0853'POST PROJECTING 2 INCHES.  IT IS 5 FEET SOUTHEAST OF A WITNESS
 RP0853'POST ON HIGHEST PART OF KNOLL.  THE MARK IS STAMPED CRETE 1954.
 RP0853'
 RP0853'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 RP0853'CONCRETE POST PROJECTING 2 INCHES.  THE MARK IS STAMPED CRETE
 RP0853'NO 1 1954.
 RP0853'
 RP0853'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0853'POST PROJECTING 2 INCHES.  THE MARK IS STAMPED CRETE NO 2 1954.
 RP0853'
 RP0853'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0853'POST PROJECTING 2 INCHES.  IT IS 8 FEET NORTHEAST OF A FENCE
 RP0853'CORNER, 3-1/2 FEET NORTHEAST OF A WITNESS POST AND 2-1/2 FEET
 RP0853'NORTH OF AN EAST-WEST FENCE LINE.  THE MARK IS STAMPED CRETE 1954.
 RP0853'
 RP0853'BM-1 DMTT (USGS) IS A STANDARD DISK SET IN A 6 IN- X -6 IN CONCRETE
 RP0853'POST PROJECTING 6 INCHES.  IT IS 0.1 MILE EAST OF A T INTERSECTION,
 RP0853'25 FEET NORTH OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A RIGHT-A-WAY
 RP0853'FENCE LINE.  THE MARK IS STAMPED 1-DMTT 1951.
 RP0853'
 RP0853'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RP0853
 RP0853                          STATION RECOVERY (2004)
 RP0853
 RP0853'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 RP0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0846 ***********************************************************************
 RP0846  DESIGNATION -  CRETE FARMERS GRAIN CO ELEV
 RP0846  PID         -  RP0846
 RP0846  STATE/COUNTY-  ND/SARGENT
 RP0846  USGS QUAD   -  CRETE (1952)
 RP0846
 RP0846                         *CURRENT SURVEY CONTROL
 RP0846  ___________________________________________________________________
 RP0846* NAD 83(1996)-  46 12 05.11893(N)    097 57 41.92741(W)     ADJUSTED  
 RP0846* NAVD 88     -                                                        
 RP0846  ___________________________________________________________________
 RP0846  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 RP0846  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 RP0846
 RP0846  HORZ ORDER  -  THIRD
 RP0846
 RP0846.The horizontal coordinates were established by classical geodetic methods
 RP0846.and adjusted by the National Geodetic Survey in January 1998..
 RP0846
 RP0846
 RP0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0846
 RP0846.The geoid height was determined by GEOID03.
 RP0846
 RP0846;                    North         East     Units Scale Factor Converg.
 RP0846;SPC ND S     -    62,606.803   795,879.749   MT  0.99999649   +1 51 05.2
 RP0846;SPC ND S     -   205,402.90  2,611,154.03   iFT  0.99999649   +1 51 05.2
 RP0846;UTM  14      - 5,116,951.213   580,109.691   MT  0.99967889   +0 44 58.2
 RP0846
 RP0846                          SUPERSEDED SURVEY CONTROL
 RP0846
 RP0846  NAD 83(1986)-  46 12 05.12199(N)    097 57 41.92357(W) AD(       ) 4
 RP0846  NAD 27      -  46 12 05.24300(N)    097 57 40.56400(W) AD(       ) 3
 RP0846
 RP0846.Superseded values are not recommended for survey control.
 RP0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0846.See file dsdata.txt to determine how the superseded data were derived.
 RP0846
 RP0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8011016951(NAD 83)
 RP0846_MARKER: 65 = GRAIN ELEVATOR
 RP0846
 RP0846  HISTORY     - Date     Condition        Report By
 RP0846  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0846
 RP0846                          STATION DESCRIPTION
 RP0846
 RP0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0846'THE STATION IS THE TOP CENTER OF THE MOST EASTERLY AND SLIGHTLY
 RP0846'HIGHEST OF TWO CORRUGATED METAL ELEVATORS LOCATED AT THE
 RP0846'NORTH EDGE OF THE TOWN OF CRETE.  THE BUILDING IS APPROXIMATELY
 RP0846'100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1735 ***********************************************************************
 TE1735  DESIGNATION -  CROCKETT
 TE1735  PID         -  TE1735
 TE1735  STATE/COUNTY-  ND/CAVALIER
 TE1735  USGS QUAD   -  LANGDON EAST (1983)
 TE1735
 TE1735                         *CURRENT SURVEY CONTROL
 TE1735  ___________________________________________________________________
 TE1735* NAD 83(1996)-  48 50 54.54074(N)    098 22 21.41400(W)     ADJUSTED  
 TE1735* NAVD 88     -       503.0    (meters)    1650.     (feet)  VERTCON   
 TE1735  ___________________________________________________________________
 TE1735  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TE1735  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE1735
 TE1735  HORZ ORDER  -  SECOND
 TE1735
 TE1735.The horizontal coordinates were established by classical geodetic methods
 TE1735.and adjusted by the National Geodetic Survey in January 1998..
 TE1735
 TE1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1735
 TE1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1735
 TE1735.The geoid height was determined by GEOID03.
 TE1735
 TE1735;                    North         East     Units Scale Factor Converg.
 TE1735;SPC ND N     -   207,684.120   756,120.223   MT  1.00002487   +1 34 59.0
 TE1735;SPC ND N     -   681,378.35  2,480,709.39   iFT  1.00002487   +1 34 59.0
 TE1735;UTM  14      - 5,410,802.389   546,027.433   MT  0.99962603   +0 28 20.7
 TE1735
 TE1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1735!SPC ND N     -   0.99992502  x   1.00002487  =   0.99994988
 TE1735!UTM  14      -   0.99992502  x   0.99962603  =   0.99955107
 TE1735
 TE1735|---------------------------------------------------------------------|
 TE1735| PID    Reference Object                     Distance      Geod. Az  |
 TE1735|                                                           dddmmss.s |
 TE1735| CO7486 CROCKETT RM 1                        34.370 METERS 13413     |
 TE1735| CO7487 CROCKETT RM 2                        27.340 METERS 21144     |
 TE1735| TE1738 MAIDA RESET                         APPROX.14.0 KM 3504402.5 |
 TE1735|---------------------------------------------------------------------|
 TE1735
 TE1735                          SUPERSEDED SURVEY CONTROL
 TE1735
 TE1735  NAD 83(1986)-  48 50 54.53425(N)    098 22 21.40338(W) AD(       ) 2
 TE1735  NAD 27      -  48 50 54.53198(N)    098 22 19.98536(W) AD(       ) 2
 TE1735  NGVD 29 (07/19/86)  502.6    (m)         1649.     (f) VERT ANG       
 TE1735
 TE1735.Superseded values are not recommended for survey control.
 TE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1735.See file dsdata.txt to determine how the superseded data were derived.
 TE1735
 TE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4602710802(NAD 83)
 TE1735_MARKER: DD = SURVEY DISK
 TE1735_SETTING: 0 = UNSPECIFIED SETTING
 TE1735
 TE1735  HISTORY     - Date     Condition        Report By
 TE1735  HISTORY     - 1969     MONUMENTED       USGS
 TE1735
 TE1735                          STATION DESCRIPTION
 TE1735
 TE1735'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1735'THE STATION IS ABOUT 6.2 MI N. OF LANGDON, ABOUT 800 FT E. OF THE
 TE1735'QUARTER COR. BETWEEN SECS. 14 AND 23, T. 162 N., R. 60 W.
 TE1735'
 TE1735'TO REACH THE STATION FROM THE INTERSECTION OF ST. HWY. 1 AND ST.
 TE1735'HWY. 5 AT THE NE. EDGE OF LANGDON, GO N. ON ST. HWY. 1 FOR 6.0 MI,
 TE1735'TURN LEFT AND GO W. FOR 0.35 MI TO TOP OF SMALL HILL AND THE
 TE1735'STATION ON THE RIGHT IN A CULTIVATED FIELD.
 TE1735'
 TE1735'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1735'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1735'TO WITHIN 1 IN. OF CAP, STAMPED ET CROCKETT 1969 IS 94 FT N. OF
 TE1735'CENTER OF RD.  THE STATION IS BURIED 20 IN. BELOW SURFACE OF THE
 TE1735'GROUND.
 TE1735'
 TE1735'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1735'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1735'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED CROCKETT NO 1 1969 IS SE. OF
 TE1735'THE STATION, 78 FT S. AND 80 FT E. OF THE STATION, AND 15 FT N.
 TE1735'OF CENTER OF RD., THE MARK IS FLUSH WITH THE GROUND.
 TE1735'
 TE1735'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1735'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1735'TO WITHIN 1 IN. OF CAP, STAMPED CROCKETT NO 2 1969 IS SSW. OF THE
 TE1735'STATION, 76 FT S. AND 47 FT W. OF THE STATION, AND 17 FT N. OF THE
 TE1735'CENTER OF RD.  THE MARK IS FLUSH WITH THE GROUND.
 TE1735'
 TE1735'NO AZIMUTH MARK SET.
 TE1735'
 TE1735'REFERENCE AZIMUTH USED - OUR LADY OF MOUNT CARMEL CHURCH SPIRE.  OUR
 TE1735'LADY OF MOUNT CARMEL CHURCH, CONSTRUCTED OF BRICK IN 1952.  CENTER
 TE1735'OF CHURCH SPIRE, 65 FT S. OF CENTER OF RD., ABOUT 700 FT W. OF THE
 TE1735'COR. OF SECS. 14, 15, 22 AND 23, T. 163 N., R. 60 W.
 TE1735'
 TE1735'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0784 ***********************************************************************
 SO0784  DESIGNATION -  CROFF
 SO0784  PID         -  SO0784
 SO0784  STATE/COUNTY-  ND/MCKENZIE
 SO0784  USGS QUAD   -  CROFF (1959)
 SO0784
 SO0784                         *CURRENT SURVEY CONTROL
 SO0784  ___________________________________________________________________
 SO0784* NAD 83(1996)-  47 43 03.13448(N)    102 57 31.06289(W)     ADJUSTED  
 SO0784* NAVD 88     -       773.10   (+/-2cm)    2536.4    (feet)  VERTCON   
 SO0784  ___________________________________________________________________
 SO0784  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 SO0784  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SO0784
 SO0784  HORZ ORDER  -  THIRD
 SO0784  VERT ORDER  -  THIRD ? (See Below)
 SO0784
 SO0784.The horizontal coordinates were established by classical geodetic methods
 SO0784.and adjusted by the National Geodetic Survey in January 1998..
 SO0784
 SO0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0784.The vertical order pertains to the NGVD 29 superseded value.
 SO0784
 SO0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0784
 SO0784.The geoid height was determined by GEOID03.
 SO0784
 SO0784;                    North         East     Units Scale Factor Converg.
 SO0784;SPC ND N     -    82,720.918   415,564.091   MT  0.99995627   -1 49 46.4
 SO0784;SPC ND N     -   271,394.09  1,363,399.25   iFT  0.99995627   -1 49 46.4
 SO0784;UTM  13      - 5,286,924.717   653,103.471   MT  0.99988805   +1 30 38.1
 SO0784
 SO0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0784!SPC ND N     -   0.99988160  x   0.99995627  =   0.99983787
 SO0784!UTM  13      -   0.99988160  x   0.99988805  =   0.99976966
 SO0784
 SO0784:                Primary Azimuth Mark                     Grid Az
 SO0784:SPC ND N     -  MOEBURG                                  094 15 16.8
 SO0784:UTM  13      -  MOEBURG                                  090 54 52.3
 SO0784
 SO0784|---------------------------------------------------------------------|
 SO0784| PID    Reference Object                     Distance      Geod. Az  |
 SO0784|                                                           dddmmss.s |
 SO0784| SO0781 MOEBURG                             APPROX. 7.1 KM 0922530.4 |
 SO0784|---------------------------------------------------------------------|
 SO0784
 SO0784                          SUPERSEDED SURVEY CONTROL
 SO0784
 SO0784  NAD 83(1986)-  47 43 03.12952(N)    102 57 31.05017(W) AD(       ) 3
 SO0784  NAD 27      -  47 43 03.09206(N)    102 57 29.39133(W) AD(       ) 3
 SO0784  NGVD 29 (07/19/86)  772.60   (m)         2534.8    (f) LEVELING    3  
 SO0784
 SO0784.Superseded values are not recommended for survey control.
 SO0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0784.See file dsdata.txt to determine how the superseded data were derived.
 SO0784
 SO0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5310386925(NAD 83)
 SO0784_MARKER: DD = SURVEY DISK
 SO0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0784_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0784
 SO0784  HISTORY     - Date     Condition        Report By
 SO0784  HISTORY     - 1957     MONUMENTED       USGS
 SO0784
 SO0784                          STATION DESCRIPTION
 SO0784
 SO0784'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0784'STATION IS LOCATED ABOUT 2.0 MI S. AND 1.0 MI W. OF CROFF, ABOUT 1080
 SO0784'FT E. AND 11 FT N. OF COR. SECS. 15, 16, 21, AND 22 T. 149 N., R. 96
 SO0784'W., 285 FT W. AND 11 FT N. OF A T - FENCE N., 11 FT N. AND 34 FT E. OF
 SO0784'E. - W. FENCE AT CREST AND A VERY LARGE FENCE POST, ON THE HIGHEST
 SO0784'POINT OF THE HILL.  A STANDARD TABLET STAMPED---CROFF 1957---WELDED IN
 SO0784'TOP OF A 3 IN. IRON PIPE PROJECTING 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0273 ***********************************************************************
 SN0273  DESIGNATION -  CROOKED
 SN0273  PID         -  SN0273
 SN0273  STATE/COUNTY-  ND/MCLEAN
 SN0273  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0273
 SN0273                         *CURRENT SURVEY CONTROL
 SN0273  ___________________________________________________________________
 SN0273* NAD 83(1996)-  47 38 37.66190(N)    100 54 42.22012(W)     ADJUSTED  
 SN0273* NAVD 88     -       607.276  (meters)    1992.37   (feet)  ADJUSTED  
 SN0273  ___________________________________________________________________
 SN0273  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 SN0273  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SN0273  DYNAMIC HT  -         607.338 (meters)    1992.57  (feet)  COMP
 SN0273  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 SN0273
 SN0273  HORZ ORDER  -  FIRST
 SN0273  VERT ORDER  -  SECOND    CLASS 0
 SN0273
 SN0273.The horizontal coordinates were established by classical geodetic methods
 SN0273.and adjusted by the National Geodetic Survey in January 1998..
 SN0273
 SN0273.The orthometric height was determined by differential leveling
 SN0273.and adjusted by the National Geodetic Survey in June 1991..
 SN0273
 SN0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0273
 SN0273.The geoid height was determined by GEOID03.
 SN0273
 SN0273.The dynamic height is computed by dividing the NAVD 88
 SN0273.geopotential number by the normal gravity value computed on the
 SN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0273.degrees latitude (g = 980.6199 gals.).
 SN0273
 SN0273.The modeled gravity was interpolated from observed gravity values.
 SN0273
 SN0273;                    North         East     Units Scale Factor Converg.
 SN0273;SPC ND N     -    71,660.051   569,064.979   MT  0.99996528   -0 18 23.0
 SN0273;SPC ND N     -   235,105.15  1,867,011.09   iFT  0.99996528   -0 18 23.0
 SN0273;UTM  14      - 5,278,481.185   356,417.228   MT  0.99985335   -1 24 46.6
 SN0273
 SN0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0273!SPC ND N     -   0.99990808  x   0.99996528  =   0.99987336
 SN0273!UTM  14      -   0.99990808  x   0.99985335  =   0.99976144
 SN0273
 SN0273:                Primary Azimuth Mark                     Grid Az
 SN0273:SPC ND N     -  CROOKED AZ MK                            147 27 49.3
 SN0273:UTM  14      -  CROOKED AZ MK                            148 34 12.9
 SN0273
 SN0273|---------------------------------------------------------------------|
 SN0273| PID    Reference Object                     Distance      Geod. Az  |
 SN0273|                                                           dddmmss.s |
 SN0273| CO5497 CROOKED AZ MK                                      1470926.3 |
 SN0273| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX.13.8 KM 1732910.2 |
 SN0273| SN0272 CROOKED RM 1                         35.882 METERS 20503     |
 SN0273| SN0274 CROOKED RM 2                         30.502 METERS 28706     |
 SN0273|---------------------------------------------------------------------|
 SN0273
 SN0273                          SUPERSEDED SURVEY CONTROL
 SN0273
 SN0273  NAD 83(1986)-  47 38 37.66413(N)    100 54 42.21364(W) AD(       ) 1
 SN0273  NAD 27      -  47 38 37.65970(N)    100 54 40.69910(W) AD(       ) 1
 SN0273  NGVD 29 (??/??/92)  606.875  (m)         1991.06   (f) ADJ UNCH    2 0
 SN0273
 SN0273.Superseded values are not recommended for survey control.
 SN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0273.See file dsdata.txt to determine how the superseded data were derived.
 SN0273
 SN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5641778481(NAD 83)
 SN0273_MARKER: DS = TRIANGULATION STATION DISK
 SN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0273_STAMPING: CROOKED 1934
 SN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0273+STABILITY: SURFACE MOTION
 SN0273
 SN0273  HISTORY     - Date     Condition        Report By
 SN0273  HISTORY     - 1934     MONUMENTED       CGS
 SN0273  HISTORY     - 1958     GOOD             CGS
 SN0273  HISTORY     - 1962     GOOD             CGS
 SN0273  HISTORY     - 1962     GOOD             NGS
 SN0273
 SN0273                          STATION DESCRIPTION
 SN0273
 SN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN0273'STATION IS 8 MILES (AIR LINE), N OF TURTLE LAKE POST OFFICE, 1/4
 SN0273'MILE W OF STATE HIGHWAY 41, AND 1/2 MILE W OF THE S END OF
 SN0273'CROOKED LAKE ON THE TOP OF THE HIGHEST GRASSY HILL IN THE
 SN0273'VICINITY.
 SN0273'
 SN0273'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN0273'BRONZE DISKS SET IN CONCRETE.
 SN0273'
 SN0273'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  REFERENCE MARK
 SN0273'NO. 2 IS WNW OF THE STATION.
 SN0273'
 SN0273'THE AZIMUTH MARK IS IN A SCHOOLHOUSE YARD SE OF THE STATION,
 SN0273'97 FEET SSE OF A T-INTERSECTION (STATE HIGHWAY 41 AND SIDE ROAD),
 SN0273'36 FEET E OF THE CENTER LINE OF STATE HIGHWAY 41, AND 84 FEET
 SN0273'WNW OF THE NW CORNER OF THE SCHOOLHOUSE.
 SN0273'
 SN0273'THE STATION MAY BE REACHED FROM THE RAILROAD CROSSING OF STATE
 SN0273'HIGHWAY 41 AT THE E SIDE OF RUSO, BY DRIVING S ON STATE HIGHWAY
 SN0273'41 FOR 14 MILES TO A WHITE SCHOOLHOUSE ON THE E SIDE OF THE
 SN0273'HIGHWAY.  THE STATION IS ON THE HIGH HILL 1/3 MILE NW OF THE
 SN0273'SCHOOLHOUSE.
 SN0273'
 SN0273'A 10-FOOT STAND WILL CLEAR ALL LINES.
 SN0273
 SN0273                          STATION RECOVERY (1958)
 SN0273
 SN0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN0273'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN0273'CONDITION.  THE STATE HIGHWAY DEPARTMENT REQUESTED THAT THE
 SN0273'AZIMUTH MARK BE MOVED OUT OF THE WAY OF HIGHWAY IMPROVEMENT.
 SN0273'THIS MARK WAS RESET 122.36 FEET SOUTHEAST OF ITS ORIGINAL
 SN0273'LOCATION AND ON LINE AWAY FROM THE STATION.
 SN0273'
 SN0273'THE AZIMUTH MARK IS IN A SCHOOL YARD ABOUT 0.3 MILE SOUTHEAST
 SN0273'OF THE STATION, 103 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 SN0273'41, 63 FEET SOUTH OF THE SOUTH SIDE OF THE SCHOOL HOUSE AND
 SN0273'13 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS A ROUND CONCRETE
 SN0273'POST PROJECTING ABOUT 4 INCHES AND THE DISK IS STAMPED CROOKED
 SN0273'1934 RESET 1958.
 SN0273'
 SN0273'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SN0273
 SN0273                          STATION RECOVERY (1962)
 SN0273
 SN0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0273'THE STATION IS LOCATED 8 MILES NORTH AND 1/2 MILE WEST OF THE
 SN0273'TOWN OF TURTLE LAKE, IN THE NE 1/4 OF SEC. 18, T148N, R80W,
 SN0273'ON A HILL IN A CULTIVATED FIELD.
 SN0273'
 SN0273'TO REACH FROM THE RAILROAD CROSSING IN RUSO, GO SOUTH ON STATE
 SN0273'ROUTE 41 FOR 13.75 MILES TO A METAL GRAIN STORAGE BEN AND A
 SN0273'FIELD ROAD ON THE RIGHT.  (FROM THIS POINT THE AZIMUTH IS 0.25
 SN0273'MILE SOUTH ON THE LEFT AND JUST SOUTH OF A WHITE SCHOOL HOUSE.)
 SN0273'TURN RIGHT AND GO WEST ON A FIELD ROAD FOR 0.25 MILE TO THE
 SN0273'TOP OF A HILL AND STATION.
 SN0273'
 SN0273'THE STATION MARK IS A STANDARD DISK STAMPED CROOKED 1934 AND
 SN0273'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0273'PROJECTS 4 INCHES.  IT IS 133 FEET NORTH OF A FIELD ROAD.
 SN0273'
 SN0273'REFERENCE MARK NO. 1, STAMPED CROOKED NO 1 1934, IS A STANDARD
 SN0273'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0273'PROJECTS 2 INCHES.  IT IS 28 FEET NORTH OF A FIELD ROAD.
 SN0273'
 SN0273'REFERENCE MARK NO. 2, STAMPED CROOKED NO 2 1934, IS A STANDARD
 SN0273'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0273'PROJECTS 10 INCHES.  IT IS 169 FEET NORTH OF A FIELD ROAD.
 SN0273'
 SN0273'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROOKED 1934 AND
 SN0273'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0273'PROJECTS 2 INCHES.  IT IS 103 FEET EAST OF THE CENTER OF STATE
 SN0273'ROUTE 41 AND 63 FEET SOUTH OF THE SOUTH SIDE OF A SCHOOL HOUSE.
 SN0273'
 SN0273'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 143.51 FEET OR 43.742
 SN0273'METERS.
 SN0273
 SN0273                          STATION RECOVERY (1962)
 SN0273
 SN0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0273'9.35 MI N FROM TURTLE LAKE.
 SN0273'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0273'TURTLE LAKE, THENCE 8.25 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0273'0.2 MILE WEST ALONG A TRACK ROAD, ON THE CREST OF A HILL, 133.0 FEET
 SN0273'NORTH OF THE CENTERLINE OF THE TRACK ROAD, 117.8 FEET NORTH-NORTHEAST
 SN0273'OF R. M. 1, 100.0 FEET EAST-SOUTHEAST OF R. M. 2, AND SET IN THE TOP
 SN0273'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0275 ***********************************************************************
 SN0275  DESIGNATION -  CROOKED AZ MK RESET
 SN0275  PID         -  SN0275
 SN0275  STATE/COUNTY-  ND/MCLEAN
 SN0275  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0275
 SN0275                         *CURRENT SURVEY CONTROL
 SN0275  ___________________________________________________________________
 SN0275* NAD 83(1986)-  47 38 22.     (N)    100 54 26.     (W)     SCALED    
 SN0275* NAVD 88     -       593.491  (meters)    1947.15   (feet)  ADJUSTED  
 SN0275  ___________________________________________________________________
 SN0275  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 SN0275  DYNAMIC HT  -         593.551 (meters)    1947.34  (feet)  COMP
 SN0275  MODELED GRAV-     980,693.3   (mgal)                       NAVD 88
 SN0275
 SN0275  VERT ORDER  -  SECOND    CLASS 0
 SN0275
 SN0275.The horizontal coordinates were scaled from a topographic map and have
 SN0275.an estimated accuracy of +/- 6 seconds.
 SN0275
 SN0275.The orthometric height was determined by differential leveling
 SN0275.and adjusted by the National Geodetic Survey in June 1991..
 SN0275
 SN0275.The geoid height was determined by GEOID03.
 SN0275
 SN0275.The dynamic height is computed by dividing the NAVD 88
 SN0275.geopotential number by the normal gravity value computed on the
 SN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0275.degrees latitude (g = 980.6199 gals.).
 SN0275
 SN0275.The modeled gravity was interpolated from observed gravity values.
 SN0275
 SN0275;                    North         East    Units  Estimated Accuracy
 SN0275;SPC ND N     -    71,180.      569,400.      MT  (+/- 180 meters Scaled)
 SN0275
 SN0275                          SUPERSEDED SURVEY CONTROL
 SN0275
 SN0275  NGVD 29 (??/??/92)  593.089  (m)         1945.83   (f) ADJ UNCH    2 0
 SN0275
 SN0275.Superseded values are not recommended for survey control.
 SN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0275.See file dsdata.txt to determine how the superseded data were derived.
 SN0275
 SN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT567779(NAD 83)
 SN0275_MARKER: DZ = AZIMUTH MARK DISK
 SN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0275_STAMPING: CROOKED 1934 RESET 1958
 SN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0275+STABILITY: SURFACE MOTION
 SN0275
 SN0275  HISTORY     - Date     Condition        Report By
 SN0275  HISTORY     - 1958     MONUMENTED       CGS
 SN0275  HISTORY     - 1962     GOOD             NGS
 SN0275
 SN0275                          STATION DESCRIPTION
 SN0275
 SN0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0275'8.85 MI N FROM TURTLE LAKE.
 SN0275'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0275'TURTLE LAKE, THENCE 7.95 MILES NORTH ALONG STATE HIGHWAY 41, 107.0
 SN0275'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 64.0 FEET SOUTH OF THE
 SN0275'SOUTHWEST CORNER OF THE CROOKED LAKE SCHOOL BUILDING, 13.3 FEET SOUTH
 SN0275'OF A POLE NUMBERED 1F-28 AND BRACED BY A GUY WIRE, 1.2 FEET SOUTH OF A
 SN0275'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 SN0275'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0272 ***********************************************************************
 SN0272  DESIGNATION -  CROOKED RM 1
 SN0272  PID         -  SN0272
 SN0272  STATE/COUNTY-  ND/MCLEAN
 SN0272  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0272
 SN0272                         *CURRENT SURVEY CONTROL
 SN0272  ___________________________________________________________________
 SN0272* NAD 83(1986)-  47 38 37.     (N)    100 54 42.     (W)     SCALED    
 SN0272* NAVD 88     -       605.973  (meters)    1988.10   (feet)  ADJUSTED  
 SN0272  ___________________________________________________________________
 SN0272  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SN0272  DYNAMIC HT  -         606.035 (meters)    1988.30  (feet)  COMP
 SN0272  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 SN0272
 SN0272  VERT ORDER  -  SECOND    CLASS 0
 SN0272
 SN0272.The horizontal coordinates were scaled from a topographic map and have
 SN0272.an estimated accuracy of +/- 6 seconds.
 SN0272
 SN0272.The orthometric height was determined by differential leveling
 SN0272.and adjusted by the National Geodetic Survey in June 1991..
 SN0272
 SN0272.The geoid height was determined by GEOID03.
 SN0272
 SN0272.The dynamic height is computed by dividing the NAVD 88
 SN0272.geopotential number by the normal gravity value computed on the
 SN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0272.degrees latitude (g = 980.6199 gals.).
 SN0272
 SN0272.The modeled gravity was interpolated from observed gravity values.
 SN0272
 SN0272;                    North         East    Units  Estimated Accuracy
 SN0272;SPC ND N     -    71,640.      569,070.      MT  (+/- 180 meters Scaled)
 SN0272
 SN0272                          SUPERSEDED SURVEY CONTROL
 SN0272
 SN0272  NGVD 29 (??/??/92)  605.572  (m)         1986.78   (f) ADJ UNCH    2 0
 SN0272
 SN0272.Superseded values are not recommended for survey control.
 SN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0272.See file dsdata.txt to determine how the superseded data were derived.
 SN0272
 SN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT564784(NAD 83)
 SN0272_MARKER: DR = REFERENCE MARK DISK
 SN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0272_STAMPING: CROOKED NO 1 1934
 SN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0272+STABILITY: SURFACE MOTION
 SN0272
 SN0272  HISTORY     - Date     Condition        Report By
 SN0272  HISTORY     - 1934     MONUMENTED       CGS
 SN0272  HISTORY     - 1962     GOOD             NGS
 SN0272
 SN0272                          STATION DESCRIPTION
 SN0272
 SN0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0272'9.35 MI N FROM TURTLE LAKE.
 SN0272'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0272'TURTLE LAKE, THENCE 8.25 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0272'0.2 MILE WEST ALONG A TRACK ROAD, 24.5 FEET NORTH OF THE CENTERLINE OF
 SN0272'THE TRACK ROAD, 143.5 FEET SOUTH-SOUTHEAST OF R.M. 2, 117.8 FEET
 SN0272'SOUTH-SOUTHWEST OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 SN0272'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0274 ***********************************************************************
 SN0274  DESIGNATION -  CROOKED RM 2
 SN0274  PID         -  SN0274
 SN0274  STATE/COUNTY-  ND/MCLEAN
 SN0274  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0274
 SN0274                         *CURRENT SURVEY CONTROL
 SN0274  ___________________________________________________________________
 SN0274* NAD 83(1986)-  47 38 37.     (N)    100 54 42.     (W)     SCALED    
 SN0274* NAVD 88     -       606.369  (meters)    1989.40   (feet)  ADJUSTED  
 SN0274  ___________________________________________________________________
 SN0274  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SN0274  DYNAMIC HT  -         606.431 (meters)    1989.60  (feet)  COMP
 SN0274  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 SN0274
 SN0274  VERT ORDER  -  SECOND    CLASS 0
 SN0274
 SN0274.The horizontal coordinates were scaled from a topographic map and have
 SN0274.an estimated accuracy of +/- 6 seconds.
 SN0274
 SN0274.The orthometric height was determined by differential leveling
 SN0274.and adjusted by the National Geodetic Survey in June 1991..
 SN0274
 SN0274.The geoid height was determined by GEOID03.
 SN0274
 SN0274.The dynamic height is computed by dividing the NAVD 88
 SN0274.geopotential number by the normal gravity value computed on the
 SN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0274.degrees latitude (g = 980.6199 gals.).
 SN0274
 SN0274.The modeled gravity was interpolated from observed gravity values.
 SN0274
 SN0274;                    North         East    Units  Estimated Accuracy
 SN0274;SPC ND N     -    71,640.      569,070.      MT  (+/- 180 meters Scaled)
 SN0274
 SN0274                          SUPERSEDED SURVEY CONTROL
 SN0274
 SN0274  NGVD 29 (??/??/92)  605.968  (m)         1988.08   (f) ADJ UNCH    2 0
 SN0274
 SN0274.Superseded values are not recommended for survey control.
 SN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0274.See file dsdata.txt to determine how the superseded data were derived.
 SN0274
 SN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT564784(NAD 83)
 SN0274_MARKER: DR = REFERENCE MARK DISK
 SN0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0274_STAMPING: CROOKED NO 2 1934
 SN0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0274+STABILITY: SURFACE MOTION
 SN0274
 SN0274  HISTORY     - Date     Condition        Report By
 SN0274  HISTORY     - 1934     MONUMENTED       CGS
 SN0274  HISTORY     - 1962     GOOD             NGS
 SN0274
 SN0274                          STATION DESCRIPTION
 SN0274
 SN0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0274'9.35 MI N FROM TURTLE LAKE.
 SN0274'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0274'TURTLE LAKE, THENCE 8.25 MILES NORTH ALONG STATE HIGHWAY 41, THENCE
 SN0274'0.2 MILE WEST ALONG A TRACK ROAD, 143.5 FEET NORTH-NORTHWEST OF R. M.
 SN0274'1, 100.0 FEET WEST-NORTHWEST OF THE STATION CROOKED 1934, AND SET IN
 SN0274'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2005 ***********************************************************************
 TF2005  DESIGNATION -  CROP
 TF2005  PID         -  TF2005
 TF2005  STATE/COUNTY-  ND/PIERCE
 TF2005  USGS QUAD   -  TUNBRIDGE (1980)
 TF2005
 TF2005                         *CURRENT SURVEY CONTROL
 TF2005  ___________________________________________________________________
 TF2005* NAD 83(1996)-  48 15 11.29053(N)    100 01 13.61378(W)     ADJUSTED  
 TF2005* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 TF2005  ___________________________________________________________________
 TF2005  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 TF2005  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TF2005
 TF2005  HORZ ORDER  -  SECOND
 TF2005
 TF2005.The horizontal coordinates were established by classical geodetic methods
 TF2005.and adjusted by the National Geodetic Survey in January 1998..
 TF2005
 TF2005.The orthometric height was scaled from a topographic map.
 TF2005
 TF2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2005
 TF2005.The geoid height was determined by GEOID03.
 TF2005
 TF2005;                    North         East     Units Scale Factor Converg.
 TF2005;SPC ND N     -   139,436.635   635,608.936   MT  0.99994015   +0 21 24.7
 TF2005;SPC ND N     -   457,469.27  2,085,331.15   iFT  0.99994015   +0 21 24.7
 TF2005;UTM  14      - 5,344,939.183   424,252.726   MT  0.99967050   -0 45 41.0
 TF2005
 TF2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2005!SPC ND N     -   0.99992722  x   0.99994015  =   0.99986737
 TF2005!UTM  14      -   0.99992722  x   0.99967050  =   0.99959774
 TF2005
 TF2005:                Primary Azimuth Mark                     Grid Az
 TF2005:SPC ND N     -  RUGBY MUNICIPAL TANK                     007 16 56.6
 TF2005:UTM  14      -  RUGBY MUNICIPAL TANK                     008 24 02.3
 TF2005
 TF2005|---------------------------------------------------------------------|
 TF2005| PID    Reference Object                     Distance      Geod. Az  |
 TF2005|                                                           dddmmss.s |
 TF2005| TE2061 RUGBY MUNICIPAL TANK                APPROX.13.2 KM 0073821.3 |
 TF2005| TE2058 RUGBY PIERCE CO CTHSE DOME          APPROX.13.0 KM 0093558.9 |
 TF2005| TE2057 RUGBY RAD STA KGCA MAST             APPROX.11.4 KM 0102255.6 |
 TF2005| TE2059 RUGBY OTTERTAIL PWR CO RAD MST      APPROX.12.1 KM 0110918.5 |
 TF2005| CO7488 CROP AZ MK                                         0870007.2 |
 TF2005| CO7489 CROP RM 6 AZIMUTH                                  0870802.3 |
 TF2005| CO7490 CROP RM 1                            25.198 METERS 18931     |
 TF2005| CO7491 CROP RM 1 RESET                      27.167 METERS 19001     |
 TF2005| CO7494 CROP RM 4                            27.330 METERS 19013     |
 TF2005| CO7495 CROP RM 5                            23.800 METERS 34936     |
 TF2005| CO7492 CROP RM 2                            22.863 METERS 34938     |
 TF2005| CO7493 CROP RM 3                                          35038     |
 TF2005|---------------------------------------------------------------------|
 TF2005
 TF2005                          SUPERSEDED SURVEY CONTROL
 TF2005
 TF2005  NAD 83(1986)-  48 15 11.29474(N)    100 01 13.61324(W) AD(       ) 2
 TF2005  NAD 27      -  48 15 11.29200(N)    100 01 12.13100(W) AD(       ) 2
 TF2005
 TF2005.Superseded values are not recommended for survey control.
 TF2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2005.See file dsdata.txt to determine how the superseded data were derived.
 TF2005
 TF2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2425344939(NAD 83)
 TF2005_MARKER: DS = TRIANGULATION STATION DISK
 TF2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2005
 TF2005  HISTORY     - Date     Condition        Report By
 TF2005  HISTORY     - 1946     MONUMENTED       CGS
 TF2005  HISTORY     - 1954     GOOD             CGS
 TF2005  HISTORY     - 1972     GOOD             NGS
 TF2005
 TF2005                          STATION DESCRIPTION
 TF2005
 TF2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2005'THE STATION IS LOCATED AT THE EAST SIDE OF A SECTION LINE ROAD
 TF2005'ABOUT 50 YARDS SOUTH OF A CROSSROAD, ABOUT 7 MILES SOUTH AND 1
 TF2005'MILE WEST OF RUGBY.  IT IS 120 FEET SOUTH-SOUTHEAST OF CROSSROAD,
 TF2005'38 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD, 14 FEET EAST OF A
 TF2005'WITNESS POST AND FENCE.  THE SURFACE STATION MARK IS 12 INCHES
 TF2005'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CROP
 TF2005'1946.
 TF2005'
 TF2005'REFERENCE MARK NO. 1 IS 82.67 FEET SOUTH OF THE STATION, 38
 TF2005'FEET EAST OF CENTERLINE OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST
 TF2005'OF THE FENCE LINE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 TF2005'STAMPED CROP NO 1 1946.
 TF2005'
 TF2005'REFERENCE MARK NO. 2 IS 75.01 FEET NORTH OF THE STATION, 76
 TF2005'FEET SOUTH-SOUTHEAST OF THE CROSSROAD, 38 FEET EAST OF THE
 TF2005'NORTH-SOUTH ROAD AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK
 TF2005'PROJECTS 1 INCH AND THE DISK IS STAMPED CROP NO 2 1946.
 TF2005'
 TF2005'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 35 FEET SOUTH
 TF2005'OF THE CENTERLINE OF THE EAST-WEST ROAD, 7 FEET WEST OF A WITNESS
 TF2005'POST AND IN THE EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT
 TF2005'3 INCHES AND THE DISK IS STAMPED CROP 1946.
 TF2005'
 TF2005'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 3
 TF2005'AND U.S. HIGHWAY NO. 2 JUST SOUTH OF RUGBY, GO SOUTH ON STATE
 TF2005'HIGHWAY NO. 3 FOR 6.9 MILES TO A CROSSROAD JUST SOUTH OF A FARM
 TF2005'HOUSE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 TF2005'A CROSSROAD.  THEN TURN SOUTH TO STATION ON LEFT AS DESCRIBED.
 TF2005'
 TF2005'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.3
 TF2005'MILE TO MARK ON RIGHT AS DESCRIBED.
 TF2005'
 TF2005'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2005
 TF2005                          STATION RECOVERY (1954)
 TF2005
 TF2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 TF2005'THE STATION MARK WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND
 TF2005'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO.
 TF2005'2 HAVE BEEN DESTROYED BY ROAD GRADING.  REFERENCE MARK NO. 1
 TF2005'HAD BEEN MOVED BY THE ROAD GRADING BUT RESET BY THE PROPERTY
 TF2005'OWNER IN THE APPROXIMATE SAME LOCATION AS BEFORE.  ONE NEW
 TF2005'REFERENCE MARK WAS SET BY THIS PARTY.
 TF2005'
 TF2005'REFERENCE MARK NO. 3, NORTH OF THE STATION, IS 45 FEET SOUTH OF
 TF2005'THE APPROXIMATE CENTER OF A SECTION ROAD, 30 FEET EAST OF A
 TF2005'NORTH-AND-SOUTH GRAVELED ROAD, 5 FEET SOUTH OF A FENCE CORNER-POST,
 TF2005'1 FOOT EAST OF A FENCE, AND PROJECTS 3 INCHES.  THE DISK IS
 TF2005'STAMPED CROP NO 3 1946.
 TF2005'
 TF2005'NO NEW AZIMUTH MARK WAS SET BY THIS PARTY.
 TF2005'
 TF2005'OBSERVATIONS MADE FROM INSTRUMENT TRIPOD.
 TF2005
 TF2005                          STATION RECOVERY (1972)
 TF2005
 TF2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TF2005'THE SURFACE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2
 TF2005'WERE FOUND DESTROYED, APPARENTLY PUSHED OVER BY FARM MACHINERY.
 TF2005'THE AZIMUTH MARK WAS NOT FOUND AND AS PREVIOUSLY REPORTED IT IS
 TF2005'BELIEVED TO HAVE BEEN DESTROYED BY GRADING OPERATIONS.  THE
 TF2005'UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION, IT WAS
 TF2005'REMOVED AT THIS TIME AND A NEW MARK SET LOWER, A NEW SURFACE
 TF2005'STATION MARK WAS PLUMBED OVER IT AT 18-INCHES BELOW GROUND
 TF2005'SURFACE.  THE REFERENCE MARK NO. 1 MONUMENT WAS RESET FOR USE
 TF2005'AS R.M. NO. 4.  NEW MONUMENTS WERE SET FOR REFERENCE MARK NO.
 TF2005'5 AND REFERENCE MARK NO. 6 (AZIMUTH MARK).
 TF2005'
 TF2005'A NEW DESCRIPTION FOLLOWS--
 TF2005'
 TF2005'THE STATION IS LOCATED ABOUT 7 MILES SOUTH AND 1 MILE WEST OF
 TF2005'RUGBY, IN THE SOUTHEAST CORNER OF A GRAVELED ROAD CROSSROAD
 TF2005'INTERSECTION, ON THE TOP OF A SMALL KNOLL IN A CULTIVATED FIELD
 TF2005'ON PROPERTY OF MR. DAN SCHAAN WHO LIVES AT THE FARMSTEAD 1/2
 TF2005'MILE SOUTH.
 TF2005'
 TF2005'THE STATION MARK IS A STANDARD DISK STAMPED CROP 1946 1972,
 TF2005'SET IN A ROUND CONCRETE MONUMENT 18-INCHES BELOW THE GROUND SURFACE.
 TF2005'IT IS 140 FEET SOUTH OF THE EAST-WEST ROAD, AND 50 FEET EAST OF
 TF2005'THE CENTER OF THE NORTH-SOUTH ROAD.
 TF2005'
 TF2005'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CROP 1946 NO 4
 TF2005'1972, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 TF2005'IT IS 228 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 34
 TF2005'FEET EAST OF THE CENTER OF THE NORTH SOUTH ROAD, AND 1.0 FOOT
 TF2005'SOUTH OF A METAL WITNESS POST.
 TF2005'
 TF2005'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED CROP 1946 NO 5
 TF2005'1972, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 TF2005'IT IS 64 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 37 FEET
 TF2005'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 1.2 FEET SOUTH OF
 TF2005'A WOOD FENCE POST, AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 TF2005'(REFERENCE MARK NO. 3 MONUMENT WITH THE DISK REMOVED IS JUST
 TF2005'SOUTH OF REFERENCE MARK NO. 5).
 TF2005'
 TF2005'REFERENCE MARK NO. 6 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 TF2005'CROP 1946 NO 6 1972, SET IN A ROUND CONCRETE MONUMENT WHICH
 TF2005'PROJECTS 6-INCHES.  IT IS IN THE NORTHEAST CORNER OF A HIGHWAY
 TF2005'INTERSECTION, ON THE TOP OF THE BACKSLOPE, 156 FEET NORTH OF THE
 TF2005'CENTER OF THE GRADED CROSSROAD, 100 FEET EAST OF THE CENTER OF
 TF2005'STATE HIGHWAY 3, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 TF2005'AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 TF2005'
 TF2005'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2
 TF2005'AND STATE HIGHWAY 3 AT THE SOUTH EDGE OF RUGBY, GO SOUTH ON
 TF2005'HIGHWAY 3 FOR 7.0 MILES TO A GRADED CROSSROAD AND THE AZIMUTH
 TF2005'MARK ON THE LEFT AS DESCRIBED, (THIS IS 0.4 MILE SOUTH OF A
 TF2005'FARMSTEAD ON THE RIGHT), TURN RIGHT AND GO WEST ON GRADED ROAD
 TF2005'1.0 MILE TO A CROSSROAD AND THE STATION ON THE LEFT AS
 TF2005'DESCRIBED.
 TF2005'
 TF2005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 TF2005'S OF RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1910 ***********************************************************************
 TG1910  DESIGNATION -  CROSBY
 TG1910  PID         -  TG1910
 TG1910  STATE/COUNTY-  ND/DIVIDE
 TG1910  USGS QUAD   -  COLGAN SE (1983)
 TG1910
 TG1910                         *CURRENT SURVEY CONTROL
 TG1910  ___________________________________________________________________
 TG1910* NAD 83(1996)-  48 51 33.69767(N)    103 33 30.72447(W)     ADJUSTED  
 TG1910* NAVD 88     -       730.30   (+/-2cm)    2396.0    (feet)  VERTCON   
 TG1910  ___________________________________________________________________
 TG1910  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 TG1910  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TG1910
 TG1910  HORZ ORDER  -  FIRST
 TG1910  VERT ORDER  -  THIRD ? (See Below)
 TG1910
 TG1910.The horizontal coordinates were established by classical geodetic methods
 TG1910.and adjusted by the National Geodetic Survey in January 1998..
 TG1910
 TG1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1910.The vertical order pertains to the NGVD 29 superseded value.
 TG1910
 TG1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1910
 TG1910.The geoid height was determined by GEOID03.
 TG1910
 TG1910;                    North         East     Units Scale Factor Converg.
 TG1910;SPC ND N     -   211,193.842   375,624.966   MT  1.00002743   -2 16 33.4
 TG1910;SPC ND N     -   692,893.18  1,232,365.37   iFT  1.00002743   -2 16 33.4
 TG1910;UTM  13      - 5,412,823.433   605,727.465   MT  0.99973733   +1 05 08.4
 TG1910
 TG1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1910!SPC ND N     -   0.99988849  x   1.00002743  =   0.99991592
 TG1910!UTM  13      -   0.99988849  x   0.99973733  =   0.99962585
 TG1910
 TG1910:                Primary Azimuth Mark                     Grid Az
 TG1910:SPC ND N     -  CROSBY AZ MK                             157 01 08.2
 TG1910:UTM  13      -  CROSBY AZ MK                             153 39 26.4
 TG1910
 TG1910|---------------------------------------------------------------------|
 TG1910| PID    Reference Object                     Distance      Geod. Az  |
 TG1910|                                                           dddmmss.s |
 TG1910| TG1911 CROSBY AZ MK                        APPROX. 0.9 KM 1544434.8 |
 TG1910| CQ8163 CROSBY RM                           137.460 METERS 16959     |
 TG1910|---------------------------------------------------------------------|
 TG1910
 TG1910                          SUPERSEDED SURVEY CONTROL
 TG1910
 TG1910  NAD 83(1986)-  48 51 33.69986(N)    103 33 30.71389(W) AD(       ) 1
 TG1910  NAD 27      -  48 51 33.57900(N)    103 33 29.01700(W) AD(       ) 1
 TG1910  NGVD 29 (07/19/86)  729.80   (m)         2394.4    (f) LEVELING    3  
 TG1910
 TG1910.Superseded values are not recommended for survey control.
 TG1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1910.See file dsdata.txt to determine how the superseded data were derived.
 TG1910
 TG1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0572712823(NAD 83)
 TG1910_MARKER: DS = TRIANGULATION STATION DISK
 TG1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1910_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1910
 TG1910  HISTORY     - Date     Condition        Report By
 TG1910  HISTORY     - 1912     MONUMENTED       GSC
 TG1910  HISTORY     - 1924     GOOD             GSC
 TG1910  HISTORY     - 1935     GOOD             CGS
 TG1910  HISTORY     - 1976     POOR             NGS
 TG1910  HISTORY     - 1978     POOR             LOCENG
 TG1910
 TG1910                          STATION DESCRIPTION
 TG1910
 TG1910'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1910'ABOUT 6-3/4 MILES SOUTH AND 3-1/2 MILES WEST OF AMBROSE IN
 TG1910'THE NE 1/4 SEC. 17, T. 162 N., R. 99 W., FIFTH PRINCIPAL
 TG1910'MERIDIAN, ON LAND BELONGING TO C.J. CHRISTIANSEN, WHO LIVES
 TG1910'ABOUT 2 MILES EAST.
 TG1910'
 TG1910'STATION MARK--A STANDARD U.S.C. AND G.S. BRONZE-DISK STATION
 TG1910'MARK SET IN THE TOP OF A CONCRETE CYLINDER 7 INCHES IN DIAMETER
 TG1910'AND 30 INCHES LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS
 TG1910'USED FOR A FORM.  THE CYLINDER PROJECTS 3 INCHES ABOVE THE
 TG1910'GROUND.  THERE IS NO UNDERGROUND MARK.  A STANDARD U.S.C. AND
 TG1910'G.S.  BRONZE-DISK REFERENCE MARK SET IN A CONCRETE CYLINDER IN THE
 TG1910'SAME MANNER AS THE STATION MARK IS ON THE HALF-SECTION LINE
 TG1910'ON THE SOUTH SLOPE OF THE KNOLL 137.46 METERS DISTANT
 TG1910'(MEASURED OVER THE GROUND) S 10 DEG 01 MIN E.  THE
 TG1910'CHIMNEY OF A WHITE SCHOOLHOUSE A LITTLE MORE THAN
 TG1910'ONE-HALF MILE DISTANT IS N 29 DEG 47 MIN E.
 TG1910
 TG1910                          STATION RECOVERY (1935)
 TG1910
 TG1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1910'STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TG1910'IT IS IN A CULTIVATED FIELD AND COVERED WITH ABOUT 4 INCHES
 TG1910'OF SOIL.  THE REFERENCE MARK HAS BEEN DESTROYED.  THE SCHOOLHOUSE
 TG1910'REFERRED TO HAS BEEN ENLARGED BUT THE ORIGINAL CHIMNEY REMAINS
 TG1910'IN POSITION AND IS IN THE SOUTHWEST CORNER OF THE BUILDING.
 TG1910
 TG1910                          STATION RECOVERY (1976)
 TG1910
 TG1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TG1910'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  IT HAS BEEN HIT
 TG1910'AND IS LEANING SLIGHTLY.  NO OTHER MARKS WERE RECOVERED AT THIS TIME.
 TG1910'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE STATION IS
 TG1910'IN THE CENTER OF A CULTIVATED FIELD AND NO REFERENCE MARKS WERE SET
 TG1910'AT THE REQUEST OF THE PROPERTY OWNER.
 TG1910'
 TG1910'A COMPLETE NEW DESCRIPTION FOLLOWS.
 TG1910'
 TG1910'THE STATION IS 12.5 MILES WEST-SOUTHWEST OF CROSBY, 10.5 MILES
 TG1910'SOUTHEAST OF FORTUNA, AND 6 MILES SOUTH-SOUTHWEST OF AMBROSE, IN THE
 TG1910'NORTHEAST 1/4 OF SECTION 17, T 162 N, R 99 W, ON PROPERTY OWNED BY
 TG1910'MR. LEONARD LARSEN, WHO LIVES NORTHEAST OF THE STATION.
 TG1910'
 TG1910'TO REACH THE STATION FROM THE DIVIDE COUNTY COURTHOUSE IN CROSBY, GO
 TG1910'SOUTH ON MAIN STREET FOR 0.45 MILE TO FIFTH AVENUE S.W.  TURN RIGHT
 TG1910'AND GO WEST ON FIFTH AVENUE S.W. FOR 0.4 MILE TO THE JUNCTION OF
 TG1910'STATE ROUTE 5.  TURN RIGHT AND GO WEST ON STATE ROUTE 5 FOR 8.2
 TG1910'MILES TO THE JUNCTION OF STATE ROUTE 42 ON THE RIGHT.  KEEP STRAIGHT
 TG1910'AHEAD AND CONTINUE WEST ON STATE ROUTE 5 FOR 2.0 MILES TO A GRAVEL
 TG1910'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 3.5
 TG1910'MILES TO A FIELD ROAD ON THE RIGHT, JUST PAST THE LARSEN HOUSE.  (TO
 TG1910'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON GRAVEL
 TG1910'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT).  TURN RIGHT AND GO
 TG1910'WEST ON FIELD ROAD ALONG SOUTH SIDE OF FENCE FOR 0.15 MILE TO A
 TG1910'BREAK IN THE FENCE.  PASS THROUGH THE BREAK AND CONTINUE WEST ALONG
 TG1910'THE NORTH SIDE OF THE FENCE FOR 0.1 MILE, TURN RIGHT AND GO DUE
 TG1910'NORTH ACROSS FIELD FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 TG1910'STATION.
 TG1910'
 TG1910'THE STATION IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A 7-INCH
 TG1910'CYLINDRICAL CONCRETE MONUMENT INCASED IN A METAL STOVE PIPE.  THE
 TG1910'STATION IS 3.8 FEET EAST OF A WITNESS POST WITH SIGN AND 3.5 FEET
 TG1910'WEST OF A SECOND WITNESS POST WITH SIGN.  THE MARK IS FLUSH WITH
 TG1910'GROUND SURFACE.
 TG1910'
 TG1910'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROSBY 1912 1976 SET IN
 TG1910'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING THREE
 TG1910'INCHES.  THE MARK IS 76 FEET WEST OF THE CENTER OF THE ROAD, 4 FEET
 TG1910'NORTH OF A POWER POLE, AND 4 FEET WEST-NORTHWEST OF A WITNESS POST
 TG1910'WITH SIGN.  A STEEL ROD WAS PLACED IN THE MONUMENT OF THE AZIMUTH
 TG1910'MARK AND A SECOND STEEL ROD DRIVEN ADJACENT TO THE STATION MARK.
 TG1910'
 TG1910'HEIGHT OF LIGHT ABOVE STATION MARK 15.3 FEET.
 TG1910
 TG1910                          STATION RECOVERY (1978)
 TG1910
 TG1910'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AS)
 TG1910'CROSBY 1912 APPEARS TO HAVE BEEN DISTURBED, POSSIBLY HIT BY FARM
 TG1910'EQUIPMENT.
 TG1910'
 TG1910'RM DISTROYED.
 TG1910'
 TG1910'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-3/4 MILES SOUTH, 3-1/2
 TG1910'MILES WEST OF AMBROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1951 ***********************************************************************
 TG1951  DESIGNATION -  CROSBY 2
 TG1951  PID         -  TG1951
 TG1951  STATE/COUNTY-  ND/BURKE
 TG1951  USGS QUAD   -  COLUMBUS (1971)
 TG1951
 TG1951                         *CURRENT SURVEY CONTROL
 TG1951  ___________________________________________________________________
 TG1951* NAD 83(1996)-  48 58 01.52147(N)    102 51 53.05216(W)     ADJUSTED  
 TG1951* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 TG1951  ___________________________________________________________________
 TG1951  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 TG1951  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1951
 TG1951  HORZ ORDER  -  THIRD
 TG1951
 TG1951.The horizontal coordinates were established by classical geodetic methods
 TG1951.and adjusted by the National Geodetic Survey in January 1998..
 TG1951
 TG1951.The orthometric height was scaled from a topographic map.
 TG1951
 TG1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1951
 TG1951.The geoid height was determined by GEOID03.
 TG1951
 TG1951;                    North         East     Units Scale Factor Converg.
 TG1951;SPC ND N     -   221,376.423   426,871.736   MT  1.00005477   -1 45 34.8
 TG1951;SPC ND N     -   726,300.60  1,400,497.82   iFT  1.00005477   -1 45 34.8
 TG1951;UTM  13      - 5,425,994.362   656,276.465   MT  0.99990003   +1 36 39.7
 TG1951
 TG1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1951!SPC ND N     -   0.99991077  x   1.00005477  =   0.99996553
 TG1951!UTM  13      -   0.99991077  x   0.99990003  =   0.99981081
 TG1951
 TG1951:                Primary Azimuth Mark                     Grid Az
 TG1951:SPC ND N     -  CORN                                     276 19 48.5
 TG1951:UTM  13      -  CORN                                     272 57 34.0
 TG1951
 TG1951|---------------------------------------------------------------------|
 TG1951| PID    Reference Object                     Distance      Geod. Az  |
 TG1951|                                                           dddmmss.s |
 TG1951| TG1950 CORN                                APPROX. 4.3 KM 2743413.7 |
 TG1951|---------------------------------------------------------------------|
 TG1951
 TG1951                          SUPERSEDED SURVEY CONTROL
 TG1951
 TG1951  NAD 83(1986)-  48 58 01.52183(N)    102 51 53.04731(W) AD(       ) 3
 TG1951
 TG1951.Superseded values are not recommended for survey control.
 TG1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1951.See file dsdata.txt to determine how the superseded data were derived.
 TG1951
 TG1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5627625994(NAD 83)
 TG1951_MARKER: DD = SURVEY DISK
 TG1951_SETTING: 80 = SET IN A BOULDER
 TG1951_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TG1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1951+STABILITY: SURFACE MOTION
 TG1951
 TG1951  HISTORY     - Date     Condition        Report By
 TG1951  HISTORY     - 1910     MONUMENTED       IBC
 TG1951
 TG1951                          STATION DESCRIPTION
 TG1951
 TG1951'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TG1951'ABOUT 2-1/4 MILES SOUTHWEST OF INTERNATIONAL BOUNDARY MONUMENT 620,
 TG1951'IN SW 1/4 SECTION 3, TOWNSHIP 163 N, RANGE 94 W, FIFTH PRINCIPAL
 TG1951'MERIDIAN.  THE STATION IS ABOUT 22 METERS NORTH OF THE CENTER OF THE
 TG1951'CENTER OF THE ROAD ON THE SOUTH BOUNDARY OF THE SECTION, ON THE NORTH
 TG1951'EDGE OF A LARGE STONE PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1281 ***********************************************************************
 TD1281  DESIGNATION -  CROSS
 TD1281  PID         -  TD1281
 TD1281  STATE/COUNTY-  ND/PEMBINA
 TD1281  USGS QUAD   -  CAVALIER NW (1964)
 TD1281
 TD1281                         *CURRENT SURVEY CONTROL
 TD1281  ___________________________________________________________________
 TD1281* NAD 83(1996)-  48 59 41.54632(N)    097 42 29.62295(W)     ADJUSTED  
 TD1281* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 TD1281  ___________________________________________________________________
 TD1281  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TD1281  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 TD1281
 TD1281  HORZ ORDER  -  THIRD
 TD1281
 TD1281.The horizontal coordinates were established by classical geodetic methods
 TD1281.and adjusted by the National Geodetic Survey in January 1998..
 TD1281
 TD1281.The orthometric height was scaled from a topographic map.
 TD1281
 TD1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1281
 TD1281.The geoid height was determined by GEOID03.
 TD1281
 TD1281;                    North         East     Units Scale Factor Converg.
 TD1281;SPC ND N     -   225,511.350   804,267.867   MT  1.00006240   +2 04 38.8
 TD1281;SPC ND N     -   739,866.63  2,638,674.10   iFT  1.00006240   +2 04 38.8
 TD1281;UTM  14      - 5,427,689.858   594,492.014   MT  0.99970969   +0 58 29.7
 TD1281
 TD1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1281!SPC ND N     -   0.99996291  x   1.00006240  =   1.00002531
 TD1281!UTM  14      -   0.99996291  x   0.99970969  =   0.99967261
 TD1281
 TD1281:                Primary Azimuth Mark                     Grid Az
 TD1281:SPC ND N     -  GLEN                                     350 03 06.1
 TD1281:UTM  14      -  GLEN                                     351 09 15.2
 TD1281
 TD1281|---------------------------------------------------------------------|
 TD1281| PID    Reference Object                     Distance      Geod. Az  |
 TD1281|                                                           dddmmss.s |
 TD1281| TD1292 GLEN                                APPROX. 4.5 KM 3520744.9 |
 TD1281|---------------------------------------------------------------------|
 TD1281
 TD1281                          SUPERSEDED SURVEY CONTROL
 TD1281
 TD1281  NAD 83(1986)-  48 59 41.53916(N)    097 42 29.61073(W) AD(       ) 3
 TD1281
 TD1281.Superseded values are not recommended for survey control.
 TD1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1281.See file dsdata.txt to determine how the superseded data were derived.
 TD1281
 TD1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV9449227690(NAD 83)
 TD1281_MARKER: H = DRILL HOLE
 TD1281_SETTING: 80 = SET IN A BOULDER
 TD1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1281+STABILITY: SURFACE MOTION
 TD1281
 TD1281  HISTORY     - Date     Condition        Report By
 TD1281  HISTORY     - 1911     MONUMENTED       IBC
 TD1281  HISTORY     - 1947     MARK NOT FOUND   IBC
 TD1281
 TD1281                          STATION DESCRIPTION
 TD1281
 TD1281'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1281'ABOUT ONE - HALF MILE SOUTHEAST OF INTERNATIONAL BOUNDARY MONUMENT
 TD1281'810, ON A NOTICEABLE RISE IN SECTION 25, TOWNSHIP 164 N, RANGE 55 W,
 TD1281'FIFTH PRINCIPAL MERIDIAN, ABOUT 90 METERS EAST OF THE WEST BOUNDARY
 TD1281'OF THE SECTION AND ABOUT 640 METERS SOUTH OF THE INTERNATIONAL
 TD1281'BOUNDARY.
 TD1281'
 TD1281'STATION MARK--A DRILL HOLE IN A BOULDER.
 TD1281
 TD1281                          STATION RECOVERY (1947)
 TD1281
 TD1281'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TD1281'THE STATION WAS NOT RECOVERED, IT WAS SURROUNDED BY A GRAIN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1814 ***********************************************************************
 TG1814  DESIGNATION -  CROW FLIES HIGH
 TG1814  PID         -  TG1814
 TG1814  STATE/COUNTY-  ND/MCKENZIE
 TG1814  USGS QUAD   -  RAT LAKE SW (1981)
 TG1814
 TG1814                         *CURRENT SURVEY CONTROL
 TG1814  ___________________________________________________________________
 TG1814* NAD 83(1996)-  48 02 22.22684(N)    102 41 35.07727(W)     ADJUSTED  
 TG1814* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 TG1814  ___________________________________________________________________
 TG1814  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 TG1814  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TG1814
 TG1814  HORZ ORDER  -  SECOND
 TG1814
 TG1814.The horizontal coordinates were established by classical geodetic methods
 TG1814.and adjusted by the National Geodetic Survey in January 1998..
 TG1814
 TG1814.The orthometric height was scaled from a topographic map.
 TG1814
 TG1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1814
 TG1814.The geoid height was determined by GEOID03.
 TG1814
 TG1814;                    North         East     Units Scale Factor Converg.
 TG1814;SPC ND N     -   117,901.823   436,498.396   MT  0.99993615   -1 37 55.0
 TG1814;SPC ND N     -   386,817.00  1,432,081.35   iFT  0.99993615   -1 37 55.0
 TG1814;UTM  13      - 5,323,266.089   671,949.782   MT  0.99996331   +1 42 57.1
 TG1814
 TG1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1814!SPC ND N     -   0.99990245  x   0.99993615  =   0.99983860
 TG1814!UTM  13      -   0.99990245  x   0.99996331  =   0.99986576
 TG1814
 TG1814:                Primary Azimuth Mark                     Grid Az
 TG1814:SPC ND N     -  ELKHORN                                  312 31 01.7
 TG1814:UTM  13      -  ELKHORN                                  309 10 09.6
 TG1814
 TG1814|---------------------------------------------------------------------|
 TG1814| PID    Reference Object                     Distance      Geod. Az  |
 TG1814|                                                           dddmmss.s |
 TG1814| TG1815 ELKHORN                             APPROX. 5.5 KM 3105306.7 |
 TG1814|---------------------------------------------------------------------|
 TG1814
 TG1814                          SUPERSEDED SURVEY CONTROL
 TG1814
 TG1814  NAD 83(1986)-  48 02 22.22729(N)    102 41 35.07471(W) AD(       ) 2
 TG1814  NAD 27      -  48 02 22.15300(N)    102 41 33.40900(W) AD(       ) 2
 TG1814
 TG1814.Superseded values are not recommended for survey control.
 TG1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1814.See file dsdata.txt to determine how the superseded data were derived.
 TG1814
 TG1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP7195023266(NAD 83)
 TG1814_MARKER: Z = SEE DESCRIPTION
 TG1814_SETTING: 0 = UNSPECIFIED SETTING
 TG1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1814
 TG1814  HISTORY     - Date     Condition        Report By
 TG1814  HISTORY     - 1889     MONUMENTED       MORC
 TG1814
 TG1814                          STATION DESCRIPTION
 TG1814
 TG1814'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TG1814'CROW FLIES HIGH IS ON RIGHT BANK, ON HIGHEST PART OF A PLATEAU,
 TG1814'ABOUT 1-1/4 MILES FROM THE CUT BLUFF OF THE RIVER AND 4
 TG1814'MILES ABOVE THE CAMP OF CROW FLIES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0886 ***********************************************************************
 RR0886  DESIGNATION -  CROWN BUTTE
 RR0886  PID         -  RR0886
 RR0886  STATE/COUNTY-  ND/MORTON
 RR0886  USGS QUAD   -  CROWN BUTTE (1972)
 RR0886
 RR0886                         *CURRENT SURVEY CONTROL
 RR0886  ___________________________________________________________________
 RR0886* NAD 83(1996)-  46 54 09.75086(N)    101 05 23.48348(W)     ADJUSTED  
 RR0886* NAVD 88     -       711.0    (meters)    2333.     (feet)  VERTCON   
 RR0886  ___________________________________________________________________
 RR0886  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 RR0886  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 RR0886
 RR0886  HORZ ORDER  -  FIRST
 RR0886
 RR0886.The horizontal coordinates were established by classical geodetic methods
 RR0886.and adjusted by the National Geodetic Survey in January 1998..
 RR0886
 RR0886.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0886
 RR0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0886
 RR0886.The geoid height was determined by GEOID03.
 RR0886
 RR0886;                    North         East     Units Scale Factor Converg.
 RR0886;SPC ND S     -   137,563.390   555,059.776   MT  0.99993655   -0 25 48.8
 RR0886;SPC ND S     -   451,323.46  1,821,062.26   iFT  0.99993655   -0 25 48.8
 RR0886;UTM  14      - 5,196,472.642   340,831.571   MT  0.99991139   -1 31 34.8
 RR0886
 RR0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0886!SPC ND S     -   0.99989183  x   0.99993655  =   0.99982838
 RR0886!UTM  14      -   0.99989183  x   0.99991139  =   0.99980323
 RR0886
 RR0886:                Primary Azimuth Mark                     Grid Az
 RR0886:SPC ND S     -  WILTON MUNICIPAL TANK                    038 55 02.5
 RR0886:UTM  14      -  WILTON MUNICIPAL TANK                    040 00 48.5
 RR0886
 RR0886|---------------------------------------------------------------------|
 RR0886| PID    Reference Object                     Distance      Geod. Az  |
 RR0886|                                                           dddmmss.s |
 RR0886| SN1583 WILTON MUNICIPAL TANK               APPROX.36.7 KM 0382913.7 |
 RR0886| CQ8172 CROWN BUTTE AZ MK                                  0661851.3 |
 RR0886| CQ8174 CROWN BUTTE RM 1                     14.692 METERS 08432     |
 RR0886| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX.25.2 KM 1105040.7 |
 RR0886| CQ8175 CROWN BUTTE RM 2                     34.850 METERS 32422     |
 RR0886|---------------------------------------------------------------------|
 RR0886
 RR0886                          SUPERSEDED SURVEY CONTROL
 RR0886
 RR0886  NAD 83(1986)-  46 54 09.74567(N)    101 05 23.46645(W) AD(       ) 1
 RR0886  NAD 27      -  46 54 09.77100(N)    101 05 21.97200(W) AD(       ) 1
 RR0886  NGVD 29 (07/19/86)  710.6    (m)         2331.     (f) VERT ANG       
 RR0886
 RR0886.Superseded values are not recommended for survey control.
 RR0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0886.See file dsdata.txt to determine how the superseded data were derived.
 RR0886
 RR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS4083296473(NAD 83)
 RR0886_MARKER: DS = TRIANGULATION STATION DISK
 RR0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0886
 RR0886  HISTORY     - Date     Condition        Report By
 RR0886  HISTORY     - 1934     MONUMENTED       CGS
 RR0886  HISTORY     - 1951     GOOD             CGS
 RR0886  HISTORY     - 1957     GOOD             CGS
 RR0886  HISTORY     - 1958     GOOD             CGS
 RR0886
 RR0886                          STATION DESCRIPTION
 RR0886
 RR0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0886'STATION IS ON THE HIGHEST POINT OF A PROMINENT BUTTE, LOCALLY
 RR0886'KNOWN AS CROWN BUTTE, WHICH IS FLAT TOPPED AND HAS THREE SMALL
 RR0886'HILLS TO THE S.  THE MAIN BUTTE IS DIVIDED INTO THREE PARTS.
 RR0886'THE STATION IS ON THE MIDDLE SECTION, AND IS 10 FEET W OF THE
 RR0886'BREAK OF THE SLOPE.  THE STATION IS IN THE NW 1/4 SEC. 31,
 RR0886'T 140 N, R 82 W.
 RR0886'
 RR0886'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 RR0886'DISKS SET IN CONCRETE.
 RR0886'
 RR0886'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 RR0886'LEDGE ROCK AT THE BREAK IN THE SLOPE TO THE E.
 RR0886'
 RR0886'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 RR0886'IN A DEPRESSION IN A BOULDER.  IT IS NW OF THE STATION.
 RR0886'
 RR0886'THE AZIMUTH MARK IS ABOUT 0.8 MILE NE OF THE STATION.  IT IS
 RR0886'35 FEET N OF THE CENTER OF THE ROAD AND IS 56 FEET E OF A
 RR0886'FENCE CORNER POST AT A GATE.
 RR0886'
 RR0886'STATION IS REACHED FROM MANDAN, BY GOING W AND NW ON U.S.
 RR0886'HIGHWAY 10, 6.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 25.
 RR0886'GO N, ON HIGHWAY 25, 2.3 MILES TO A SECTION-LINE ROAD LEADING
 RR0886'TO THE W.  TAKE THIS ROAD W 4.4 MILES TO A GATE ON THE S SIDE
 RR0886'OF THE ROAD.  PASS THROUGH THE GATE, DRIVE ALONG S SIDE OF
 RR0886'THE FENCE FOR ABOUT 0.3 MILE, THEN BEAR TO THE SW AROUND THE
 RR0886'BUTTE 0.2 MILE TO THE W SIDE OF THE BUTTE.  TURN E TOWARD
 RR0886'THE BUTTE AND DRIVE UP THE MOST GENTLE SLOPE TO THE CENTRAL
 RR0886'PART OF THE BUTTE AND THE STATION.
 RR0886'
 RR0886'A 4-FOOT STAND WAS ERECTED.
 RR0886
 RR0886                          STATION RECOVERY (1951)
 RR0886
 RR0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0886'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED
 RR0886'AND FOUND AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS ACCURATE
 RR0886'AND ADEQUATE WITH THE EXCEPTION OF THE DESCRIPTION TO REACH
 RR0886'THE STATION.  HORIZONTAL MEASUREMENTS WERE MADE TO THE REFERENCE
 RR0886'MARKS.  A DIFFERENCE OF 0.10 FOOT WAS FOUND IN THE SLOPE
 RR0886'MEASUREMENT TO BOTH REFERENCE MARKS.  A NEW DESCRIPTION TO
 RR0886'REACH THE STATION IS AS FOLLOWS--
 RR0886'
 RR0886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RR0886'AND STATE HIGHWAY NO. 31 AT THE NORTHEAST EDGE OF NEW SALEM,
 RR0886'GO EAST ON NO. 10 FOR 10.85 MILES TO A MACADAM SIDE ROAD ON
 RR0886'THE LEFT (THIS ROAD WAS FORMERLY U.S. HIGHWAY NO. 10).  THEN
 RR0886'LEFT, FIRST NORTHERLY THEN EASTERLY, FOR 5.95 MILES TO A DIRT
 RR0886'SIDE ROAD ON THE LEFT.  THEN LEFT, NORTH, FOR 2.6 MILES TO A
 RR0886'CROSSROADS.  THEN LEFT, WEST, FOR 0.2 MILE TO THE AZIMUTH MARK
 RR0886'ON THE RIGHT.  CONTINUE WEST FOR 0.35 MILE TO A WIRE GATE ON
 RR0886'THE LEFT.  THEN THROUGH THE GATE, TURN RIGHT, (WESTERLY ON A
 RR0886'FIELD ROAD) FOR 0.2 MILE.  THEN LEFT, SOUTH, FOR 0.1 MILE.
 RR0886'THEN RIGHT, WESTERLY AND SOUTHERLY, AROUND THE BASE OF
 RR0886'THE BUTTE FOR 0.35 MILE TO THE WEST SIDE OF THE BUTTE.
 RR0886'THEN LEFT, EAST, FOR 0.1 MILE TO THE CREST OF THE BUTTE AND
 RR0886'THE STATION AS DESCRIBED.
 RR0886
 RR0886                          STATION RECOVERY (1957)
 RR0886
 RR0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0886'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0886'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE
 RR0886'BY FOLLOWING OLD U.S. HIGHWAY 10.  THIS OLD HIGHWAY STARTS
 RR0886'OUT FROM MANDAN BY GOING NORTH ON 6TH AVE. FROM ITS INTERSECTION
 RR0886'WITH MAIN STREET.
 RR0886
 RR0886                          STATION RECOVERY (1958)
 RR0886
 RR0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RR0886'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0886'CONDITION.  A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY
 RR0886'DEPARTMENT TO MOVE THE AZIMUTH MARK AS IT WAS IN THE WAY OF
 RR0886'HIGHWAY IMPROVEMENT.  THIS MARK WAS MOVED ON LINE AWAY FROM THE
 RR0886'STATION.
 RR0886'
 RR0886'THE AZIMUTH MARK IS ABOUT 60 FEET EAST OF THE TOP OF A LOW
 RR0886'RIDGE AND PROPOSED DRIVEWAY LEADING NORTH TO A FARMHOUSE,
 RR0886'ABOUT 45 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET
 RR0886'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4
 RR0886'INCHES AND THE DISK IS STAMPED CROWN BUTTE 1934 RESET 1958.
 RR0886'
 RR0886'TO REACH THE STATION FROM MANDAN, FROM THE JUNCTION OF U.S.
 RR0886'HIGHWAY 10 AND STATE HIGHWAY 6 IN THE WEST EDGE OF TOWN, GO
 RR0886'WESTERLY ON U.S. 10 FOR 5.7 MILES TO JUNCTION WITH STATE
 RR0886'HIGHWAY 25, TURN RIGHT AND GO NORTH ON STATE HIGHWAY 25 FOR
 RR0886'4.3 MILES TO CROSSROADS, TURN LEFT AND GO WEST FOR ABOUT 3.2
 RR0886'MILES TO CROSSROADS, CONTINUE WEST FOR 0.2 MILE TO THE AZIMUTH
 RR0886'MARK ON THE RIGHT.  THE STATION IS ON THE SUMMIT OF THE
 RR0886'HIGH BUTTE ABOUT 0.8 MILE TO THE SOUTHWEST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1210 ***********************************************************************
 SM1210  DESIGNATION -  CRYSTAL
 SM1210  PID         -  SM1210
 SM1210  STATE/COUNTY-  ND/WELLS
 SM1210  USGS QUAD   -  MANFRED SW (1986)
 SM1210
 SM1210                         *CURRENT SURVEY CONTROL
 SM1210  ___________________________________________________________________
 SM1210* NAD 83(1996)-  47 33 03.46509(N)    099 54 55.89727(W)     ADJUSTED  
 SM1210* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 SM1210  ___________________________________________________________________
 SM1210  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 SM1210  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 SM1210
 SM1210  HORZ ORDER  -  FIRST
 SM1210
 SM1210.The horizontal coordinates were established by classical geodetic methods
 SM1210.and adjusted by the National Geodetic Survey in January 1998..
 SM1210
 SM1210.The orthometric height was scaled from a topographic map.
 SM1210
 SM1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1210
 SM1210.The geoid height was determined by GEOID03.
 SM1210
 SM1210;                    North         East     Units Scale Factor Converg.
 SM1210;SPC ND N     -    61,423.259   643,992.299   MT  0.99997895   +0 26 05.7
 SM1210;SPC ND N     -   201,519.88  2,112,835.63   iFT  0.99997895   +0 26 05.7
 SM1210;UTM  14      - 5,266,799.644   431,115.529   MT  0.99965831   -0 40 32.1
 SM1210
 SM1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1210!SPC ND N     -   0.99990829  x   0.99997895  =   0.99988724
 SM1210!UTM  14      -   0.99990829  x   0.99965831  =   0.99956663
 SM1210
 SM1210|---------------------------------------------------------------------|
 SM1210| PID    Reference Object                     Distance      Geod. Az  |
 SM1210|                                                           dddmmss.s |
 SM1210| CO5508 CRYSTAL RM 1                         14.685 METERS 14124     |
 SM1210| CO5506 CRYSTAL AZ MK                                      2581437.1 |
 SM1210| CO5507 CRYSTAL AZ MK RESET                                2654128.0 |
 SM1210| SM1211 MICROWAVE MAST W OF CRYSTAL         APPROX. 2.6 KM 2950332.5 |
 SM1210| CO5509 CRYSTAL RM 2                         12.679 METERS 33341     |
 SM1210|---------------------------------------------------------------------|
 SM1210
 SM1210                          SUPERSEDED SURVEY CONTROL
 SM1210
 SM1210  NAD 83(1986)-  47 33 03.47113(N)    099 54 55.89684(W) AD(       ) 1
 SM1210  NAD 27      -  47 33 03.48110(N)    099 54 54.44190(W) AD(       ) 1
 SM1210
 SM1210.Superseded values are not recommended for survey control.
 SM1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1210.See file dsdata.txt to determine how the superseded data were derived.
 SM1210
 SM1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3111666800(NAD 83)
 SM1210_MARKER: DS = TRIANGULATION STATION DISK
 SM1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1210
 SM1210  HISTORY     - Date     Condition        Report By
 SM1210  HISTORY     - 1941     MONUMENTED       CGS
 SM1210  HISTORY     - 1952     GOOD             CGS
 SM1210  HISTORY     - 1960     GOOD             CGS
 SM1210  HISTORY     - 1960     GOOD             CGS
 SM1210  HISTORY     - 1962     GOOD             CGS
 SM1210
 SM1210                          STATION DESCRIPTION
 SM1210
 SM1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1210'STATION IS LOCATED ABOUT 7 MILES N OF HURDSFIELD, ON A HIGH
 SM1210'KNOLL NEAR THE CENTER OF SEC. 13, T. 147 N, R. 73 W.  IT IS
 SM1210'NEAR THE N EDGE OF THE HILL AND 10 FEET W OF A WHITE REFERENCE
 SM1210'POST.  IT IS STAMPED CRYSTAL 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1210'
 SM1210'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1210'BRONZE DISKS SET IN CONCRETE.
 SM1210'
 SM1210'REFERENCE MARK NO. 1 IS SE OF THE STATION.  IT IS STAMPED
 SM1210'CRYSTAL NO. 1 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1210'
 SM1210'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS STAMPED
 SM1210'CRYSTAL NO. 2 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1210'
 SM1210'THE AZIMUTH MARK IS ABOUT 0.4 MILE WSW OF THE STATION.  IT IS
 SM1210'34 FEET E OF THE CENTER LINE OF STATE HIGHWAY 3, 87 FEET N
 SM1210'OF A TELEPHONE POLE AND 3 FEET S OF A WHITE REFERENCE POST.
 SM1210'IT IS STAMPED CRYSTAL 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1210'
 SM1210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 SM1210'3, AT THE SE EDGE OF HURDSFIELD, GO N ON STATE HIGHWAY 3 FOR
 SM1210'7.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ABOUT
 SM1210'50 YARDS TO A TRACK ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE
 SM1210'ACROSS FIELD TO THE HIGHEST POINT AND STATION.
 SM1210'
 SM1210'A 50-FOOT SIGNAL AT ONTARIO IS VISIBLE FROM GROUND.
 SM1210'
 SM1210'A 37-FOOT SIGNAL AT BOWDON IS VISIBLE FROM GROUND.
 SM1210'
 SM1210'A 24-FOOT SIGNAL AT HURD IS VISIBLE FROM GROUND.
 SM1210'
 SM1210'A 24-FOOT SIGNAL AT RICH IS VISIBLE FROM GROUND.
 SM1210'
 SM1210'A 24-FOOT SIGNAL AT JACOB IS VISIBLE FROM GROUND.
 SM1210'
 SM1210'A 24-FOOT SIGNAL AT FALLON IS VISIBLE FROM GROUND.
 SM1210'
 SM1210'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SM1210
 SM1210                          STATION RECOVERY (1952)
 SM1210
 SM1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 SM1210'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE
 SM1210'FOUND IN GOOD CONDITION.
 SM1210'
 SM1210'A NEW AZIMUTH MARK WAS SET, AND THE OLD ONE WAS DESTROYED.
 SM1210'A COMPLETE NEW DESCRIPTION OF THE RESET MARK FOLLOWS--
 SM1210'
 SM1210'THE AZIMUTH MARK IS ABOUT 0.4 MI. W OF THE STATION, 189 FT.
 SM1210'E OF STATE HIGHWAY 3, AND 4 FT. S OF A 4-IN. SQUARE WHITE
 SM1210'WITNESS POST.  IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED
 SM1210'CRYSTAL 1941 RESET 1952 AND SET IN CONCRETE AND PROJECTS ABOUT
 SM1210'6 IN. ABOVE THE GROUND.
 SM1210'
 SM1210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 SM1210'AND 3 (AT THE SE EDGE OF HURDSFIELD), GO N ON STATE HIGHWAY
 SM1210'3 FOR 7.6 MI. TO THE AZIMUTH MARK ON THE RIGHT, TURN RIGHT
 SM1210'AND GO E ACROSS A FIELD FOR 0.4 MI. TO THE HIGHEST POINT AND
 SM1210'THE STATION.
 SM1210
 SM1210                          STATION RECOVERY (1960)
 SM1210
 SM1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1210'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1210'CONDITION.
 SM1210'
 SM1210'THE AZIMUTH MARK RECOVERED ABOUT 50 YARDS SOUTHEAST OF A
 SM1210'STEEL GATE LEADING INTO GAME REFUGE AND ABOUT 0.4 MILE WEST
 SM1210'OF THE STATION.
 SM1210'
 SM1210'THE 1952 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SM1210
 SM1210                          STATION RECOVERY (1960)
 SM1210
 SM1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 SM1210'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 SM1210'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO REACH.  A NEW
 SM1210'TO REACH FOLLOWS--
 SM1210'
 SM1210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 SM1210'NO. 7 AND 3, AT THE SOUTHEAST EDGE OF HURDSFIELD, GO NORTH ON
 SM1210'STATE HIGHWAY NO. 3 FOR 7.1 MILES TO A WIRE GATE ON THE RIGHT.
 SM1210'TURN RIGHT AND GO SOUTHEAST ON A DIM ROAD FOR 125 FEET TO THE
 SM1210'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ALONG THE TOP OF A
 SM1210'RIDGE FOR 0.4 MILE TO THE HIGHEST POINT AND STATION SITE.
 SM1210
 SM1210                          STATION RECOVERY (1962)
 SM1210
 SM1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1210'THE STATION IS LOCATED 1/2 MILE EAST AND 14-1/2 MILES SOUTH OF
 SM1210'THE TOWN OF HARVEY, IN THE CENTER OF SEC. 13, T147N, R73W,
 SM1210'ON THE HIGHEST POINT OF THE HILL.
 SM1210'
 SM1210'TO REACH FROM THE POST OFFICE IN HARVEY, GO SOUTH ON MAIN ST.
 SM1210'FOR 2 BLOCKS TO U.S. HIGHWAY 52 AND STATE HIGHWAY 3.  TURN LEFT,
 SM1210'AND GO EAST AND SOUTH FOR 9 MILES TO THE JUNCTION OF THE TWO
 SM1210'HIGHWAYS.  KEEP RIGHT, STRAIGHT AHEAD, SOUTH ON STATE HIGHWAY 3
 SM1210'AND GO 6.3 MILES TO A CROSSROAD.  CONTINUE SOUTH ON STATE
 SM1210'HIGHWAY 3 FOR 0.6 MILE TO A STEEL GATE ON THE LEFT, EAST, SIDE
 SM1210'OF THE HIGHWAY.  PASS THROUGH GATE AND GO 125 FEET TO THE
 SM1210'AZIMUTH MARK, THENCE EAST ACROSS COUNTRY FOR 0.55 MILE TO THE
 SM1210'STATION ON THE HIGHEST POINT OF THE HILL.
 SM1210'
 SM1210'THE STATION MARK IS A STANDARD DISK STAMPED CRYSTAL 1941 AND
 SM1210'SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1210'PROJECTS 8 INCHES.  IT IS 5 FEET WEST, SOUTHWEST OF THE WITNESS
 SM1210'POST.
 SM1210'
 SM1210'REFERENCE MARK NO. 1, STAMPED CRYSTAL NO 1 1941, IS A STANDARD
 SM1210'DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1210'PROJECTS 8 INCHES AND IS 49 FEET SOUTHEAST OF THE WITNESS POST.
 SM1210'
 SM1210'REFERENCE MARK NO. 2, STAMPED CRYSTAL NO 2 1941, IS A STANDARD
 SM1210'DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1210'PROJECTS 8 INCHES AND IS 39.4 FEET NORTHWEST OF THE WITNESS
 SM1210'POST.
 SM1210'
 SM1210'THE AZIMUTH MARK STAMPED CRYSTAL 1941 RESET 1952 IS A STANDARD
 SM1210'DISK SET IN THE TOP OF A 11-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1210'PROJECTS 8 INCHES.  IT IS 125 FEET SOUTHEAST OF THE SOUTH GATE
 SM1210'POST AND 1.3 FEET EAST OF THE WITNESS POST.
 SM1210'
 SM1210'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 89.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0158 ***********************************************************************
 TF0158  DESIGNATION -  CUB
 TF0158  PID         -  TF0158
 TF0158  STATE/COUNTY-  ND/PIERCE
 TF0158  USGS QUAD   -  LEVERICH (1954)
 TF0158
 TF0158                         *CURRENT SURVEY CONTROL
 TF0158  ___________________________________________________________________
 TF0158* NAD 83(1996)-  48 23 16.78438(N)    100 00 58.25942(W)     ADJUSTED  
 TF0158* NAVD 88     -       471.189  (meters)    1545.89   (feet)  ADJUSTED  
 TF0158  ___________________________________________________________________
 TF0158  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TF0158  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TF0158  DYNAMIC HT  -         471.285 (meters)    1546.21  (feet)  COMP
 TF0158  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TF0158
 TF0158  HORZ ORDER  -  THIRD
 TF0158  VERT ORDER  -  FIRST     CLASS II
 TF0158
 TF0158.This mark is at Rugby Airport (RUG)
 TF0158
 TF0158.The horizontal coordinates were established by classical geodetic methods
 TF0158.and adjusted by the National Geodetic Survey in January 1998..
 TF0158
 TF0158.The orthometric height was determined by differential leveling
 TF0158.and adjusted by the National Geodetic Survey in June 1991..
 TF0158
 TF0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0158
 TF0158.The geoid height was determined by GEOID03.
 TF0158
 TF0158.The dynamic height is computed by dividing the NAVD 88
 TF0158.geopotential number by the normal gravity value computed on the
 TF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0158.degrees latitude (g = 980.6199 gals.).
 TF0158
 TF0158.The modeled gravity was interpolated from observed gravity values.
 TF0158
 TF0158;                    North         East     Units Scale Factor Converg.
 TF0158;SPC ND N     -   154,433.389   635,831.413   MT  0.99994984   +0 21 36.1
 TF0158;SPC ND N     -   506,671.22  2,086,061.07   iFT  0.99994984   +0 21 36.1
 TF0158;UTM  14      - 5,359,924.618   424,767.898   MT  0.99966954   -0 45 35.3
 TF0158
 TF0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0158!SPC ND N     -   0.99992958  x   0.99994984  =   0.99987943
 TF0158!UTM  14      -   0.99992958  x   0.99966954  =   0.99959915
 TF0158
 TF0158|---------------------------------------------------------------------|
 TF0158| PID    Reference Object                     Distance      Geod. Az  |
 TF0158|                                                           dddmmss.s |
 TF0158| TF2395 CUB RM 1                             49.889 METERS 05427     |
 TF0158| TF2396 CUB RM 2                             47.768 METERS 10132     |
 TF0158| TF0157 CUB RM 3                             46.341 METERS 10606     |
 TF0158| TE2061 RUGBY MUNICIPAL TANK                APPROX. 2.4 KM 1423659.9 |
 TF0158| CO7500 CUB AZ MK                                          1704817.0 |
 TF0158| TF0155 CUB AZ MK 2                                        2490523.9 |
 TF0158| TF0159 CUB RM 4                             59.863 METERS 32802     |
 TF0158|---------------------------------------------------------------------|
 TF0158
 TF0158                          SUPERSEDED SURVEY CONTROL
 TF0158
 TF0158  NAD 83(1986)-  48 23 16.79052(N)    100 00 58.25772(W) AD(       ) 3
 TF0158  NAD 27      -  48 23 16.79800(N)    100 00 56.77300(W) AD(       ) 3
 TF0158  NGVD 29 (??/??/92)  470.836  (m)         1544.73   (f) ADJ UNCH    1 2
 TF0158
 TF0158.Superseded values are not recommended for survey control.
 TF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0158.See file dsdata.txt to determine how the superseded data were derived.
 TF0158
 TF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2476859925(NAD 83)
 TF0158_MARKER: DS = TRIANGULATION STATION DISK
 TF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0158_STAMPING: CUB 1946
 TF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0158+STABILITY: SURFACE MOTION
 TF0158
 TF0158  HISTORY     - Date     Condition        Report By
 TF0158  HISTORY     - 1946     MONUMENTED       CGS
 TF0158  HISTORY     - 1962     GOOD             CGS
 TF0158  HISTORY     - 1962     GOOD             CGS
 TF0158  HISTORY     - 1964     GOOD             CGS
 TF0158  HISTORY     - 1964     GOOD             NGS
 TF0158  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0158
 TF0158                          STATION DESCRIPTION
 TF0158
 TF0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF0158'THE STATION IS LOCATED ON THE RUGBY AIRFIELD, ABOUT 1-1/2 MILES
 TF0158'NORTHWEST OF RUGBY, 53 FEET SOUTH OF THE SOUTH CORNER OF THE
 TF0158'SOUTHEAST HANGAR AND 17 FEET NORTHWEST OF THE NORTHWEST CORNER
 TF0158'OF A SMALL LUNCH ROOM.  THE MARK IS FLUSH WITH THE GROUND AND
 TF0158'THE DISK IS STAMPED CUB 1946.
 TF0158'
 TF0158'REFERENCE MARK NO. 1 IS 163.68 FEET EAST-NORTHEAST OF THE
 TF0158'STATION, 55 FEET SOUTHEAST OF EAST CORNER OF THE HANGAR, 49 FEET
 TF0158'WEST OF THE CENTER LINE OF STATE HIGHWAY NO. 3, 2 FEET SOUTHWEST
 TF0158'OF A TELEPHONE POLE AND 2 FEET WEST OF A WITNESS POST.  THE MARK
 TF0158'PROJECTS 2 INCHES AND THE DISK IS STAMPED CUB NO 1 1946.
 TF0158'
 TF0158'REFERENCE MARK NO. 2 IS 156.72 FEET EAST-SOUTHEAST OF THE STATION
 TF0158'AND 28 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY NO. 3.
 TF0158'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CUB NO 2 1946.
 TF0158'
 TF0158'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION, 38 FEET
 TF0158'EAST OF THE CENTER LINE OF STATE HIGHWAY NO. 3 AND 5 FEET NORTH
 TF0158'OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TF0158'STAMPED CUB 1946.
 TF0158'
 TF0158'TO REACH FROM THE INTERSECTION OF 2 ND. STREET AND STATE HIGHWAY
 TF0158'NO, 3 IN RUGBY, GO NORTH ON STATE HIGHWAY NO. 3 FOR 1.7 MILES
 TF0158'TO ENTRANCE TO AIRFIELD, TURN LEFT TO STATION AT THE SOUTHWEST
 TF0158'END OF HANGAR.
 TF0158'
 TF0158'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF0158
 TF0158                          STATION RECOVERY (1962)
 TF0158
 TF0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF0158'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.  THE
 TF0158'RUGBY AIRFIELD HAS BEEN MOVED ABOUT 1/2 MILE WEST OF THE STATION
 TF0158'AND ALL THE BUILDINGS AT THE STATION SITE HAVE BEEN TORN DOWN WITH
 TF0158'THE EXCEPTION OF ONE OLD HANGER, ONLY PART OF THE OLD CONCRETE
 TF0158'FOUNDATION REMAINS OF THE ONE USED AS REFERENCE TO THE STATION.
 TF0158'THE STATION IS IN A CULTIVATED FIELD AND THE MARK IS ABOUT
 TF0158'2 INCHES BELOW GROUND LEVEL.  IT IS 143 FEET SOUTH OF THE
 TF0158'CENTER OF DRIVEWAY INTO FIELD AND OLD AIRPORT GROUNDS AND
 TF0158'180.5 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 TF0158'SECTION LINE ROAD WHICH USE TO BE STATE HIGHWAY NO. 3.
 TF0158'
 TF0158'BOTH REFERENCE MARKS AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 TF0158
 TF0158                          STATION RECOVERY (1962)
 TF0158
 TF0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF0158'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TF0158'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE DESTROYED.
 TF0158'
 TF0158'AN AZIMUTH MARK, REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 TF0158'ESTABLISHED AT THIS DATE.  THE STATION MARK WAS LOWERED TO
 TF0158'18 INCHES BELOW THE SURFACE.
 TF0158'
 TF0158'THE STATION MARK, STAMPED CUB 1946, IS A STANDARD DISK SET IN
 TF0158'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 18 INCHES IN
 TF0158'DIAMETER.  IT IS 199 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 TF0158'OF AN OLD HANGAR, 159 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 TF0158'154 FEET WEST-NORTHWEST OF A TELEPHONE POLE AND 152 FEET
 TF0158'WEST-NORTHWEST OF WITNESS POST.
 TF0158'
 TF0158'REFERENCE MARK NO. 3, STAMPED CUB NO 3 1962, IS A STANDARD
 TF0158'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF0158'IS FLUSH WITH THE GROUND.  IT IS 2 FEET NORTH OF A TELEPHONE
 TF0158'POLE, 1.9 FEET SOUTH OF A WITNESS POST AND 36 FEET WEST OF THE
 TF0158'CENTER OF A GRAVELED ROAD.
 TF0158'
 TF0158'REFERENCE MARK NO. 4, STAMPED CUB NO 4 1962, IS A STANDARD
 TF0158'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF0158'PROJECTS 2 INCHES.  IT IS 40 FEET NORTH OF A TRACK ROAD AND
 TF0158'3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD AIRPLANE
 TF0158'HANGAR.
 TF0158'
 TF0158'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CUB 1946 1962 AND
 TF0158'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF0158'PROJECTS 1 INCH.  IT IS 74 FEET WEST OF THE CENTER OF STATE
 TF0158'ROUTE 3, 65 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 2.1
 TF0158'FEET NORTH OF A WITNESS POST.
 TF0158'
 TF0158'A NEW ROUTE TO STATION FOLLOWS--
 TF0158'
 TF0158'TO REACH FROM THE POST OFFICE IN RUGBY, GO WEST FOR 0.2 MILE.
 TF0158'TURN RIGHT AND GO NORTH, WEST AND NORTH ON STATE ROUTE 3 FOR
 TF0158'1.8 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 TF0158'ANGLE OF THE INTERSECTION AT A POWER POLE WITH A TRANSFORMER
 TF0158'ON IT.  TURN RIGHT AND GO EAST FOR 0.45 MILE TO A CROSSROAD.
 TF0158'TURN LEFT AND GO NORTH FOR 0.2 MILE TO A TRACK ROAD ON THE LEFT.
 TF0158'TURN LEFT AND GO WEST FOR 0.05 MILE TO AN OLD AIRPLANE HANGAR
 TF0158'ON THE RIGHT AND THE STATION ON THE LEFT IN THE CULTIVATED
 TF0158'FIELD.
 TF0158
 TF0158                          STATION RECOVERY (1964)
 TF0158
 TF0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TF0158'THE STATION MARK IS ABOUT 0.5 MILE WEST ALONG THE GREAT
 TF0158'NORTHERN RAILWAY FROM THE STATION AT RUGBY, THENCE 1.4 MILES
 TF0158'NORTHWEST ALONG A BRANCH LINE OF THE GREAT NORTHERN RAILWAY
 TF0158'AND STATE HIGHWAY 3, THENCE 0.45 MILE EAST ALONG A GRAVELED
 TF0158'ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, IN S 25,
 TF0158'T 157 N, R 73 W, AT THE SOUTHEAST CORNER OF THE RUGBY AIRPORT,
 TF0158'183 FEET WEST OF THE CENTER LINE OF THE ROAD, 199 FEET
 TF0158'SOUTHEAST OF THE SOUTHWEST CORNER OF AN OLD HANGAR, 159 FEET
 TF0158'SOUTH OF THE CENTER LINE OF AN ENTRANCE ROAD TO THE HANGAR,
 TF0158'154 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 TF0158'ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT 18 INCHES
 TF0158'BELOW THE LEVEL OF THE GROUND.
 TF0158'
 TF0158'R.M. 3 IS 152 FEET SOUTHEAST OF THE STATION MARK, 35 FEET WEST
 TF0158'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A TELEPHONE
 TF0158'POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF0158'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 TF0158'BELOW THE LEVEL OF THE GROUND.
 TF0158'
 TF0158'R.M. 4 IS 196-1/2 FEET NORTH OF THE STATION MARK, 40 FEET
 TF0158'NORTH OF THE CENTER LINE OF A TRACK ROAD, 3 FEET SOUTHWEST
 TF0158'OF THE SOUTHWEST CORNER OF A HANGAR, ABOUT LEVEL WITH THE
 TF0158'TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TF0158'THE GROUND.
 TF0158'
 TF0158'THE AZIMUTH MARK, STAMPED CUB 1946 1962, IS ACROSS THE HIGHWAY
 TF0158'FROM THE SOUTHWEST CORNER OF THE RUGBY AIRPORT, ABOUT 0.65
 TF0158'MILE EAST ALONG GRAVELED ROADS FROM THE STATION MARK, 99 FEET
 TF0158'NORTHEAST OF THE NORTHEAST RAIL, 77 FEET SOUTHWEST OF THE
 TF0158'CENTER LINE OF STATE HIGHWAY 3, 54 FEET SOUTH OF THE CENTER LINE
 TF0158'OF AN EAST-WEST GRAVELED ROAD, 1 FOOT SOUTHEAST OF A POWER POLE,
 TF0158'2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF0158'THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TF0158'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0158
 TF0158                          STATION RECOVERY (1964)
 TF0158
 TF0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TF0158'2.55 MI NW FROM RUGBY.
 TF0158'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0158'AT RUGBY, THENCE 1.4 MILES NORTHWEST ALONG A BRANCH LINE OF THE GREAT
 TF0158'NORTHERN RAILWAY AND STATE HIGHWAY 3, THENCE 0.45 MILE EAST ALONG A
 TF0158'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, IN S 25, T
 TF0158'157 N, R 73 W, AT THE SOUTHEAST CORNER OF THE RUGBY AIRPORT, 183 FEET
 TF0158'WEST OF THE CENTER LINE OF THE ROAD, 199 FEET SOUTHEAST OF THE
 TF0158'SOUTHWEST CORNER OF AN OLD HANGAR, 159 FEET SOUTH OF THE CENTER LINE
 TF0158'OF AN ENTRANCE ROAD TO THE HANGAR, 154 FEET NORTHWEST OF A TELEPHONE
 TF0158'POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0158'ABOUT 18 INCHES BELOW THE LEVEL OF THE GROUND.
 TF0158
 TF0158                          STATION RECOVERY (1982)
 TF0158
 TF0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0158'NOT RECOVERED, CULTIVATED FIELD WAS NOT ACCESSIBLE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0155 ***********************************************************************
 TF0155  DESIGNATION -  CUB AZ MK 2
 TF0155  PID         -  TF0155
 TF0155  STATE/COUNTY-  ND/PIERCE
 TF0155  USGS QUAD   -  LEVERICH (1954)
 TF0155
 TF0155                         *CURRENT SURVEY CONTROL
 TF0155  ___________________________________________________________________
 TF0155* NAD 83(1986)-  48 23 08.     (N)    100 01 35.     (W)     SCALED    
 TF0155* NAVD 88     -       469.483  (meters)    1540.30   (feet)  ADJUSTED  
 TF0155  ___________________________________________________________________
 TF0155  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TF0155  DYNAMIC HT  -         469.579 (meters)    1540.61  (feet)  COMP
 TF0155  MODELED GRAV-     980,799.6   (mgal)                       NAVD 88
 TF0155
 TF0155  VERT ORDER  -  FIRST     CLASS II
 TF0155
 TF0155.The horizontal coordinates were scaled from a topographic map and have
 TF0155.an estimated accuracy of +/- 6 seconds.
 TF0155
 TF0155.The orthometric height was determined by differential leveling
 TF0155.and adjusted by the National Geodetic Survey in June 1991..
 TF0155
 TF0155.The geoid height was determined by GEOID03.
 TF0155
 TF0155.The dynamic height is computed by dividing the NAVD 88
 TF0155.geopotential number by the normal gravity value computed on the
 TF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0155.degrees latitude (g = 980.6199 gals.).
 TF0155
 TF0155.The modeled gravity was interpolated from observed gravity values.
 TF0155
 TF0155;                    North         East    Units  Estimated Accuracy
 TF0155;SPC ND N     -   154,160.      635,080.      MT  (+/- 180 meters Scaled)
 TF0155
 TF0155                          SUPERSEDED SURVEY CONTROL
 TF0155
 TF0155  NGVD 29 (??/??/92)  469.130  (m)         1539.14   (f) ADJ UNCH    1 2
 TF0155
 TF0155.Superseded values are not recommended for survey control.
 TF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0155.See file dsdata.txt to determine how the superseded data were derived.
 TF0155
 TF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU240596(NAD 83)
 TF0155_MARKER: DZ = AZIMUTH MARK DISK
 TF0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0155_STAMPING: CUB 1946 1962
 TF0155_MARK LOGO: CGS   
 TF0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0155+STABILITY: SURFACE MOTION
 TF0155
 TF0155  HISTORY     - Date     Condition        Report By
 TF0155  HISTORY     - 1962     MONUMENTED       CGS
 TF0155  HISTORY     - 1964     GOOD             NGS
 TF0155  HISTORY     - 1982     GOOD             NGS
 TF0155
 TF0155                          STATION DESCRIPTION
 TF0155
 TF0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0155'1.9 MI NW FROM RUGBY.
 TF0155'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0155'AT RUGBY, THENCE 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 3 AND A
 TF0155'BRANCH LINE OF THE GREAT NORTHERN RAILWAY, IN S 36, T 157 N, R 73 W,
 TF0155'ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE RUGBY AIRPORT, 99
 TF0155'FEET NORTHEAST OF THE NORTHEAST RAIL, 77 FEET SOUTHWEST OF THE CENTER
 TF0155'LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 TF0155'GRAVELED ROAD, 1 FOOT SOUTHEAST OF A POWER POLE, 2.0 FEET NORTHWEST OF
 TF0155'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW
 TF0155'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TF0155'WITH THE GROUND.
 TF0155
 TF0155                          STATION RECOVERY (1982)
 TF0155
 TF0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0155'RECOVERED THIS DATE, ALSO, 4.5 KM (2.8 MI) NORTH ALONG STATE ROUTE
 TF0155'3 FROM THE JUNCTION OF U.S. HIGHWAY 2 IN RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0157 ***********************************************************************
 TF0157  DESIGNATION -  CUB RM 3
 TF0157  PID         -  TF0157
 TF0157  STATE/COUNTY-  ND/PIERCE
 TF0157  USGS QUAD   -  LEVERICH (1954)
 TF0157
 TF0157                         *CURRENT SURVEY CONTROL
 TF0157  ___________________________________________________________________
 TF0157* NAD 83(1986)-  48 23 16.     (N)    100 00 57.     (W)     SCALED    
 TF0157* NAVD 88     -       471.916  (meters)    1548.28   (feet)  ADJUSTED  
 TF0157  ___________________________________________________________________
 TF0157  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TF0157  DYNAMIC HT  -         472.012 (meters)    1548.59  (feet)  COMP
 TF0157  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TF0157
 TF0157  VERT ORDER  -  FIRST     CLASS II
 TF0157
 TF0157.The horizontal coordinates were scaled from a topographic map and have
 TF0157.an estimated accuracy of +/- 6 seconds.
 TF0157
 TF0157.The orthometric height was determined by differential leveling
 TF0157.and adjusted by the National Geodetic Survey in June 1991..
 TF0157
 TF0157.The geoid height was determined by GEOID03.
 TF0157
 TF0157.The dynamic height is computed by dividing the NAVD 88
 TF0157.geopotential number by the normal gravity value computed on the
 TF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0157.degrees latitude (g = 980.6199 gals.).
 TF0157
 TF0157.The modeled gravity was interpolated from observed gravity values.
 TF0157
 TF0157;                    North         East    Units  Estimated Accuracy
 TF0157;SPC ND N     -   154,410.      635,860.      MT  (+/- 180 meters Scaled)
 TF0157
 TF0157                          SUPERSEDED SURVEY CONTROL
 TF0157
 TF0157  NGVD 29 (??/??/92)  471.563  (m)         1547.12   (f) ADJ UNCH    1 2
 TF0157
 TF0157.Superseded values are not recommended for survey control.
 TF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0157.See file dsdata.txt to determine how the superseded data were derived.
 TF0157
 TF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU247599(NAD 83)
 TF0157_MARKER: DR = REFERENCE MARK DISK
 TF0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0157_STAMPING: CUB NO 3 1962
 TF0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0157+STABILITY: SURFACE MOTION
 TF0157
 TF0157  HISTORY     - Date     Condition        Report By
 TF0157  HISTORY     - 1962     MONUMENTED       CGS
 TF0157  HISTORY     - 1964     GOOD             NGS
 TF0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0157
 TF0157                          STATION DESCRIPTION
 TF0157
 TF0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0157'2.55 MI NW FROM RUGBY.
 TF0157'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0157'AT RUGBY, THENCE 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 3 AND A
 TF0157'BRANCH LINE OF THE GREAT NORTHERN RAILWAY, THENCE 0.45 MILE EAST ALONG
 TF0157'A GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, IN S 25,
 TF0157'T 157 N, R 73 W, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, 152 FEET
 TF0157'SOUTHEAST OF CUB 1946, 2 FEET NORTH OF A TELEPHONE POLE, 2.0 FEET
 TF0157'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 TF0157'THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW THE LEVEL OF THE
 TF0157'GROUND.
 TF0157
 TF0157                          STATION RECOVERY (1982)
 TF0157
 TF0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0157'NOT RECOVERED, CULTIVATED FIELD WAS NOT ACCESSIBLE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0159 ***********************************************************************
 TF0159  DESIGNATION -  CUB RM 4
 TF0159  PID         -  TF0159
 TF0159  STATE/COUNTY-  ND/PIERCE
 TF0159  USGS QUAD   -  LEVERICH (1954)
 TF0159
 TF0159                         *CURRENT SURVEY CONTROL
 TF0159  ___________________________________________________________________
 TF0159* NAD 83(1986)-  48 23 16.     (N)    100 00 57.     (W)     SCALED    
 TF0159* NAVD 88     -       471.539  (meters)    1547.04   (feet)  ADJUSTED  
 TF0159  ___________________________________________________________________
 TF0159  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TF0159  DYNAMIC HT  -         471.635 (meters)    1547.36  (feet)  COMP
 TF0159  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TF0159
 TF0159  VERT ORDER  -  FIRST     CLASS II
 TF0159
 TF0159.The horizontal coordinates were scaled from a topographic map and have
 TF0159.an estimated accuracy of +/- 6 seconds.
 TF0159
 TF0159.The orthometric height was determined by differential leveling
 TF0159.and adjusted by the National Geodetic Survey in June 1991..
 TF0159
 TF0159.The geoid height was determined by GEOID03.
 TF0159
 TF0159.The dynamic height is computed by dividing the NAVD 88
 TF0159.geopotential number by the normal gravity value computed on the
 TF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0159.degrees latitude (g = 980.6199 gals.).
 TF0159
 TF0159.The modeled gravity was interpolated from observed gravity values.
 TF0159
 TF0159;                    North         East    Units  Estimated Accuracy
 TF0159;SPC ND N     -   154,410.      635,860.      MT  (+/- 180 meters Scaled)
 TF0159
 TF0159                          SUPERSEDED SURVEY CONTROL
 TF0159
 TF0159  NGVD 29 (??/??/92)  471.186  (m)         1545.88   (f) ADJ UNCH    1 2
 TF0159
 TF0159.Superseded values are not recommended for survey control.
 TF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0159.See file dsdata.txt to determine how the superseded data were derived.
 TF0159
 TF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU247599(NAD 83)
 TF0159_MARKER: DR = REFERENCE MARK DISK
 TF0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0159_STAMPING: CUB NO 4 1962
 TF0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0159+STABILITY: SURFACE MOTION
 TF0159
 TF0159  HISTORY     - Date     Condition        Report By
 TF0159  HISTORY     - 1962     MONUMENTED       CGS
 TF0159  HISTORY     - 1964     GOOD             NGS
 TF0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0159
 TF0159                          STATION DESCRIPTION
 TF0159
 TF0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0159'2.55 MI NW FROM RUGBY.
 TF0159'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0159'AT RUGBY, THENCE 1.4 MILES NORTHWEST ALONG A BRANCH LINE OF THE GREAT
 TF0159'NORTHERN RAILWAY AND STATE HIGHWAY 3, THENCE 0.45 MILE EAST ALONG A
 TF0159'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, IN S 25, T
 TF0159'157 N, R 73 W, 40 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 196
 TF0159'1/2 FEET NORTH OF CUB 1946, 3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 TF0159'OF AN OLD HANGAR AT THE RUGBY AIRPORT, ABOUT LEVEL WITH THE TRACK
 TF0159'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0159
 TF0159                          STATION RECOVERY (1982)
 TF0159
 TF0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0159'NOT RECOVERED, CULTIVATED FIELD WAS NOT ACCESSIBLE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0879 ***********************************************************************
 RP0879  DESIGNATION -  CUBA
 RP0879  PID         -  RP0879
 RP0879  STATE/COUNTY-  ND/BARNES
 RP0879  USGS QUAD   -  FINGAL (1967)
 RP0879
 RP0879                         *CURRENT SURVEY CONTROL
 RP0879  ___________________________________________________________________
 RP0879* NAD 83(1996)-  46 49 06.01710(N)    097 50 21.38571(W)     ADJUSTED  
 RP0879* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 RP0879  ___________________________________________________________________
 RP0879  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 RP0879  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 RP0879
 RP0879  HORZ ORDER  -  SECOND
 RP0879
 RP0879.The horizontal coordinates were established by classical geodetic methods
 RP0879.and adjusted by the National Geodetic Survey in January 1998..
 RP0879
 RP0879.The orthometric height was scaled from a topographic map.
 RP0879
 RP0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0879
 RP0879.The geoid height was determined by GEOID03.
 RP0879
 RP0879;                    North         East     Units Scale Factor Converg.
 RP0879;SPC ND S     -   131,454.181   802,997.221   MT  0.99993589   +1 56 26.5
 RP0879;SPC ND S     -   431,280.12  2,634,505.32   iFT  0.99993589   +1 56 26.5
 RP0879;UTM  14      - 5,185,631.036   588,543.154   MT  0.99969636   +0 50 47.2
 RP0879
 RP0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0879!SPC ND S     -   0.99993809  x   0.99993589  =   0.99987399
 RP0879!UTM  14      -   0.99993809  x   0.99969636  =   0.99963447
 RP0879
 RP0879:                Primary Azimuth Mark                     Grid Az
 RP0879:SPC ND S     -  CUBA AZ MK                               085 30 02.5
 RP0879:UTM  14      -  CUBA AZ MK                               086 35 41.8
 RP0879
 RP0879|---------------------------------------------------------------------|
 RP0879| PID    Reference Object                     Distance      Geod. Az  |
 RP0879|                                                           dddmmss.s |
 RP0879| CO5510 CUBA AZ MK                                         0872629.0 |
 RP0879| RP0878 FINGAL MILLER ELEVATOR              APPROX. 6.9 KM 1485305.2 |
 RP0879| CO5513 CUBA RM 3                            19.675 METERS 25502     |
 RP0879| CO5511 CUBA RM 1                            19.840 METERS 25520     |
 RP0879| RP0880 CUBA MILLER ELEV CO VENTILATOR      APPROX. 2.0 KM 2840513.0 |
 RP0879| CO5512 CUBA RM 2                            12.711 METERS 35221     |
 RP0879| CO5514 CUBA RM 4                            12.427 METERS 35503     |
 RP0879|---------------------------------------------------------------------|
 RP0879
 RP0879                          SUPERSEDED SURVEY CONTROL
 RP0879
 RP0879  NAD 83(1986)-  46 49 06.02069(N)    097 50 21.37516(W) AD(       ) 2
 RP0879  NAD 27      -  46 49 06.10100(N)    097 50 20.00200(W) AD(       ) 2
 RP0879
 RP0879.Superseded values are not recommended for survey control.
 RP0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0879.See file dsdata.txt to determine how the superseded data were derived.
 RP0879
 RP0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8854385631(NAD 83)
 RP0879_MARKER: DS = TRIANGULATION STATION DISK
 RP0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0879
 RP0879  HISTORY     - Date     Condition        Report By
 RP0879  HISTORY     - 1954     MONUMENTED       CGS
 RP0879  HISTORY     - 1961     GOOD             CGS
 RP0879  HISTORY     - 1965     GOOD             CGS
 RP0879
 RP0879                          STATION DESCRIPTION
 RP0879
 RP0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0879'THE STATION IS NEAR THE CENTER OF THE NORTH SIDE OF SEC. 35, T.
 RP0879'139 W., R. 57 W.  IT IS 8-1/2 MILES SOUTH-SOUTHEAST OF ORISKA,
 RP0879'5 MILES NORTHWEST OF FINGAL AND 1 MILE EAST OF CUBA.
 RP0879'
 RP0879'TO REACH FROM THE RAILROAD STATION IN CUBA, GO SOUTH AND EAST ON
 RP0879'THE MAIN GRAVEL ROAD FOR 1.3 MILES TO THE TOP OF A LOW RIDGE AND
 RP0879'THE STATION MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 RP0879'
 RP0879'THE STATION MARK, 98 FEET SOUTH OF THE CENTER OF THE ROAD, 66
 RP0879'FEET EAST OF A POWER LINE POLE, 20 FEET NORTH OF A THREE-WIRE
 RP0879'POWER LINE, IS 7 FEET EAST OF A WHITE POST.  THE DISK IS
 RP0879'STAMPED CUBA 1954 AND IS LEVEL WITH THE SURFACE OF THE GROUND.
 RP0879'
 RP0879'REFERENCE MARK NO. 1, WEST OF AND APPROXIMATELY 2 FEET HIGHER
 RP0879'THAN THE STATION, IS 3 FEET NORTH OF A POWER LINE POLE, AND IS
 RP0879'LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 RP0879'CUBA NO 1 1954.
 RP0879'
 RP0879'REFERENCE MARK NO. 2, NORTH OF AND THE SAME ELEVATION AS THE
 RP0879'STATION, IS LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK
 RP0879'IS STAMPED CUBA NO 2 1954.
 RP0879'
 RP0879'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 RP0879'IS 48 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET WEST OF
 RP0879'A WHITE POST, 2 FEET WEST OF A POWER LINE POLE, AND AT A POINT
 RP0879'WHERE A TWO-WIRE POWER LINE CROSSES TO THE SOUTH SIDE OF THE ROAD.
 RP0879
 RP0879                          STATION RECOVERY (1961)
 RP0879
 RP0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RP0879'THE STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 RP0879'MARK IS ABOUT 82 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RP0879'ABOUT 66 FEET EAST-NORTHEAST OF A POWER LINE POLE AND IS FLUSH
 RP0879'WITH THE GROUND.
 RP0879'
 RP0879'REFERENCE MARK NO. 1 HAD BEEN PUSHED OVER.  THIS MARK WAS
 RP0879'RESET NEAR ITS ORIGINAL LOCATION AND THE DISK WAS RESTAMPED
 RP0879'CUBA NO 3 1954.  IT IS 3 FEET NORTH OF A POWER LINE POLE AND
 RP0879'THE MARK PROJECTS 5 INCHES.
 RP0879'
 RP0879'REFERENCE MARK NO. 2 HAD APPARENTLY BEEN DUG UP AND RESET WHEN
 RP0879'THE ROAD PAST THE STATION WAS IMPROVED.  IT HAD BEEN RESET NEAR
 RP0879'ITS ORIGINAL LOCATION BUT THE ARROW ON THE DISK DOES NOT POINT
 RP0879'TOWARD THE STATION.  IT IS ABOUT 44 FEET SOUTH OF THE CENTER
 RP0879'LINE OF THE ROAD AND NEAR THE CENTER OF THE WEST SIDE OF A FILL
 RP0879'AT A FIELD ENTRANCE.  THIS MARK PROJECTS ABOUT 3 INCHES AND THE
 RP0879'DISK WAS RESTAMPED CUBA NO 4 1954.
 RP0879'
 RP0879'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN GOOD
 RP0879'CONDITION.
 RP0879'
 RP0879'TO REACH THE STATION FROM CUBA, FROM THE RAILROAD STATION, GO
 RP0879'SOUTH AND EAST ON THE MAIN ROAD FOR 1.3 MILES TO TOP OF HILL
 RP0879'AND STATION ON RIGHT AS DESCRIBED.
 RP0879
 RP0879                          STATION RECOVERY (1965)
 RP0879
 RP0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 RP0879'STATION MARK FOUND IN GOOD CONDITION.  REF. MARKS 1 AND 2 HAVE
 RP0879'BEEN RESET AS REF. MARKS 3 AND 4 RESPECTIVELY.
 RP0879'
 RP0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 RP0879'SSE OF ORISKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0409 ***********************************************************************
 RS0409  DESIGNATION -  CULVIN
 RS0409  PID         -  RS0409
 RS0409  STATE/COUNTY-  ND/ADAMS
 RS0409  USGS QUAD   -  TAYLOR BUTTE (1974)
 RS0409
 RS0409                         *CURRENT SURVEY CONTROL
 RS0409  ___________________________________________________________________
 RS0409* NAD 83(1996)-  46 13 51.99576(N)    102 33 03.23327(W)     ADJUSTED  
 RS0409* NAVD 88     -       854.     (meters)    2802.     (feet)  SCALED    
 RS0409  ___________________________________________________________________
 RS0409  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 RS0409  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 RS0409
 RS0409  HORZ ORDER  -  FIRST
 RS0409
 RS0409.The horizontal coordinates were established by classical geodetic methods
 RS0409.and adjusted by the National Geodetic Survey in January 1998..
 RS0409
 RS0409.The orthometric height was scaled from a topographic map.
 RS0409
 RS0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0409
 RS0409.The geoid height was determined by GEOID03.
 RS0409
 RS0409;                    North         East     Units Scale Factor Converg.
 RS0409;SPC ND S     -    64,806.815   441,812.806   MT  0.99999095   -1 29 45.2
 RS0409;SPC ND S     -   212,620.78  1,449,517.08   iFT  0.99999095   -1 29 45.2
 RS0409;UTM  13      - 5,122,641.401   688,846.128   MT  1.00003841   +1 46 08.8
 RS0409
 RS0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0409!SPC ND S     -   0.99986901  x   0.99999095  =   0.99985996
 RS0409!UTM  13      -   0.99986901  x   1.00003841  =   0.99990741
 RS0409
 RS0409:                Primary Azimuth Mark                     Grid Az
 RS0409:SPC ND S     -  CULVIN AZ MK                             144 36 34.5
 RS0409:UTM  13      -  CULVIN AZ MK                             141 20 40.5
 RS0409
 RS0409|---------------------------------------------------------------------|
 RS0409| PID    Reference Object                     Distance      Geod. Az  |
 RS0409|                                                           dddmmss.s |
 RS0409| CQ8184 CULVIN AZ MK                                       1430649.3 |
 RS0409| CQ8185 CULVIN RM 1                          11.723 METERS 23655     |
 RS0409| CQ8186 CULVIN RM 2                          11.418 METERS 32206     |
 RS0409|---------------------------------------------------------------------|
 RS0409
 RS0409                          SUPERSEDED SURVEY CONTROL
 RS0409
 RS0409  NAD 83(1996)-  46 13 51.98631(N)    102 33 03.23432(W) AD(       ) 1
 RS0409  NAD 83(1986)-  46 13 51.98647(N)    102 33 03.23422(W) AD(       ) 1
 RS0409  NAD 27      -  46 13 51.97500(N)    102 33 01.67100(W) AD(       ) 1
 RS0409
 RS0409.Superseded values are not recommended for survey control.
 RS0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0409.See file dsdata.txt to determine how the superseded data were derived.
 RS0409
 RS0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8884622641(NAD 83)
 RS0409_MARKER: DS = TRIANGULATION STATION DISK
 RS0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0409
 RS0409  HISTORY     - Date     Condition        Report By
 RS0409  HISTORY     - 1934     MONUMENTED       CGS
 RS0409
 RS0409                          STATION DESCRIPTION
 RS0409
 RS0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0409'STATION IS LOCATED IN THE NW 1/4 OF SEC. 27, T 132 N, R 95 W,
 RS0409'ABOUT 4 MILES E AND 14 MILES N OF HETTINGER, ON THE MOST
 RS0409'SOUTHERN AND HIGHEST OF A GROUP OF ROCK AND GRASS-COVERED
 RS0409'HILLS, IN PASTURE LANDS OF RAILROAD SECTION.  IT IS ON THE
 RS0409'SE SIDE OF THE HILL, ABOUT 30 FEET N OF THE S RIM WHERE THE
 RS0409'GROUND BEGINS SLOPING TO THE E.  MARK PROJECTS ABOUT 4 INCHES
 RS0409'ABOVE THE SURFACE OF THE GROUND.
 RS0409'
 RS0409'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RS0409'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 RS0409'
 RS0409'REFERENCE MARK NO. 1 IS 11.723 METERS (38.46 FEET) SW OF
 RS0409'STATION, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RS0409'
 RS0409'REFERENCE MARK NO. 2 IS 11.418 METERS (37.46 FEET) NNW OF
 RS0409'STATION, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RS0409'
 RS0409'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SE OF STATION, ABOUT
 RS0409'200 FEET NW OF SCHOOLHOUSE, IN THE NW CORNER OF THE SCHOOLYARD.
 RS0409'MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 RS0409'
 RS0409'STATION IS REACHED FROM THE RAILROAD STATION IN HAYNES BY GOING
 RS0409'N ON U.S. HIGHWAY 12 FOR 2.3 MILES, THEN LEAVE U.S. HIGHWAY
 RS0409'12 WHERE IT TURNS W, CONTINUE N ON STATE HIGHWAY 8 FOR 13.0
 RS0409'MILES TO CROSSROADS, THEN LEAVE HIGHWAY 8 TURN LEFT AND GO W
 RS0409'FOR 3.0 MILES TO CROSSROADS, THEN TURN RIGHT AND GO N FOR 2.0
 RS0409'MILES TO CROSSROADS AND SCHOOLHOUSE, FROM SCHOOLHOUSE GO
 RS0409'THROUGH TAKE DOWN IN WIRE FENCE, AND GO NW ACROSS PASTURE
 RS0409'1.0 MILE TO TOP OF HILL AND STATION.
 RS0409'
 RS0409'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1278 ***********************************************************************
 SL1278  DESIGNATION -  CUMMINGS RESET
 SL1278  PID         -  SL1278
 SL1278  STATE/COUNTY-  ND/TRAILL
 SL1278  USGS QUAD   -  BUXTON (1971)
 SL1278
 SL1278                         *CURRENT SURVEY CONTROL
 SL1278  ___________________________________________________________________
 SL1278* NAD 83(1996)-  47 30 44.21970(N)    097 04 10.96051(W)     ADJUSTED  
 SL1278* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 SL1278  ___________________________________________________________________
 SL1278  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 SL1278  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 SL1278
 SL1278  HORZ ORDER  -  SECOND
 SL1278
 SL1278.The horizontal coordinates were established by classical geodetic methods
 SL1278.and adjusted by the National Geodetic Survey in January 1998..
 SL1278
 SL1278.The orthometric height was scaled from a topographic map.
 SL1278
 SL1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1278
 SL1278.The geoid height was determined by GEOID03.
 SL1278
 SL1278;                    North         East     Units Scale Factor Converg.
 SL1278;SPC ND N     -    62,710.703   858,300.670   MT  0.99998541   +2 33 09.3
 SL1278;SPC ND N     -   205,743.78  2,815,947.08   iFT  0.99998541   +2 33 09.3
 SL1278;UTM  14      - 5,263,900.570   645,340.381   MT  0.99985959   +1 25 25.3
 SL1278
 SL1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1278!SPC ND N     -   0.99995975  x   0.99998541  =   0.99994516
 SL1278!UTM  14      -   0.99995975  x   0.99985959  =   0.99981935
 SL1278
 SL1278|---------------------------------------------------------------------|
 SL1278| PID    Reference Object                     Distance      Geod. Az  |
 SL1278|                                                           dddmmss.s |
 SL1278| CO5519 CUMMINGS RM 4                        34.037 METERS 00149     |
 SL1278| CO5516 CUMMINGS RM 1                        19.501 METERS 06633     |
 SL1278| SL1298 TAFT ELDORADO ELEV VENTILATOR       APPROX. 6.3 KM 1801216.7 |
 SL1278| CO5517 CUMMINGS RM 2                        16.173 METERS 18434     |
 SL1278| CO5515 CUMMINGS AZ MK                                     1843930.5 |
 SL1278| CO5518 CUMMINGS RM 3                        40.642 METERS 27316     |
 SL1278|---------------------------------------------------------------------|
 SL1278
 SL1278                          SUPERSEDED SURVEY CONTROL
 SL1278
 SL1278  NAD 83(1986)-  47 30 44.21830(N)    097 04 10.95280(W) AD(       ) 2
 SL1278  NAD 27      -  47 30 44.29300(N)    097 04 09.64100(W) AD(       ) 2
 SL1278
 SL1278.Superseded values are not recommended for survey control.
 SL1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1278.See file dsdata.txt to determine how the superseded data were derived.
 SL1278
 SL1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4534063901(NAD 83)
 SL1278_MARKER: DS = TRIANGULATION STATION DISK
 SL1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1278
 SL1278  HISTORY     - Date     Condition        Report By
 SL1278  HISTORY     - 1973     MONUMENTED       NGS
 SL1278
 SL1278                          STATION DESCRIPTION
 SL1278
 SL1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SL1278'THE SURFACE STATION MARK, AND REFERENCE MARK NO. 2 WERE
 SL1278'FOUND DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE
 SL1278'MARK NO. 3, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 SL1278'THE DIRECTIONS TO THE TAFT, ELDORADO ELEVATOR, VENTILATOR
 SL1278'AND THE AZIMUTH MARK CHECKED GOOD WITH THE PUBLISHED AZIMUTHS.
 SL1278'THE DIRECTION TO REFERENCE MARK NO. 3 FROM THE AZIMUTH MARK
 SL1278'DIFFERS BY 2 MINUTES +, AND THE DISTANCE DIFFERED BY 0.05
 SL1278'FOOT - MEASUREMENTS ARE MADE OVER A HIGHWAY AND THE MARKS ARE
 SL1278'3-4 FEET LOWER THEN THE CENTER OF THE HIGHWAY, WHICH MAY HAVE
 SL1278'CAUSED THE DIFFERENCE.  THE POSITION OF THE UNDERGROUND
 SL1278'STATION MARK WAS HELD AND A NEW STATION MARK WAS SET LOWER, A
 SL1278'NEW SURFACE STATION MARK WAS PLUMBED OVER IT, AND
 SL1278'REFERENCE MARK NO. 4 WAS SET.  THE DISKS WERE REMOVED FROM
 SL1278'THE ORIGINAL STATION MARKS AND REFERENCE MARK NO. 2 AT
 SL1278'THIS TIME.
 SL1278'
 SL1278'A NEW DESCRIPTION FOLLOWS--
 SL1278'
 SL1278'THE STATION IS LOCATED IN THE NW CORNER OF SEC 32, T 147 N,
 SL1278'R 50 W, ON THE RIGHT-OF-WAY OF COUNTY ROAD 81 (OLD U.S. HIGHWAY 81),
 SL1278'1 MILE NORTH OF THE JUNCTION OF COUNTY ROADS 81 AND 200,
 SL1278'3/4 MILE EAST OF INTERSTATE HIGHWAY 29, 1/2 MILE EAST OF
 SL1278'CUMMINGS, IN THE SOUTHEAST CORNER OF THE ROAD INTERSECTION OF THE
 SL1278'ROAD LEADING EAST FROM CUMMINGS AND COUNTY ROAD 81.
 SL1278'
 SL1278'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 SL1278'AND COUNTY ROAD 81 IN HILLSBORO, GO NORTH ON HIGHWAY 81 FOR
 SL1278'6.65 MILES TO WHERE COUNTY ROAD 200 LEADS WEST, CONTINUE NORTH
 SL1278'ON 81 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 SL1278'CONTINUE NORTH ON THE HIGHWAY 0.3 MILE TO THE CROSSROAD
 SL1278'INTERSECTION AND THE STATION ON THE RIGHT AS DESCRIBED.
 SL1278'
 SL1278'THE STATION MARK IS A STANDARD DISK STAMPED CUMMINGS 1954 1973,
 SL1278'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 SL1278'IT IS 108 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER ON IT,
 SL1278'76 FEET EAST OF THE CENTER OF COUNTY ROAD 81, 63 FEET SOUTH
 SL1278'OF THE CENTER OF THE EAST-WEST ROAD, AND 2.0 FEET SOUTHEAST
 SL1278'OF A METAL WITNESS POST.
 SL1278'
 SL1278'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CUMMINGS NO 3
 SL1278'1954, SET IN A ROUND CONCRETE MONUMENT 4-INCHES BELOW GROUND
 SL1278'SURFACE.  IT IS 57 FEET WEST OF THE CENTER OF COUNTY ROAD
 SL1278'81, 51 FEET SOUTH OF THE EAST-WEST ROAD, AND 33.5 FEET SOUTHEAST
 SL1278'OF THE CENTER OF THE SOUTH END OF A CONCRETE CULVERT.
 SL1278'
 SL1278'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED CUMMINGS 1954
 SL1278'NO 4 1973 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 SL1278'3-INCHES.  IT IS 80 FEET EAST OF THE CENTER OF COUNTY ROAD
 SL1278'81, 50 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 6.5
 SL1278'FEET NORTHWEST OF A POWER POLE, AND 2.5 FEET SOUTH OF THE
 SL1278'CENTER POST OF THE SIGN, CUMMINGS EVANGELICAL FREE CHURCH.
 SL1278'
 SL1278'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CUMMINGS 1954, SET
 SL1278'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ON THE
 SL1278'LINE BETWEEN THE GRASS OF THE ROAD RIGHT-OF-WAY AND A CULTIVATED
 SL1278'FIELD, 337 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 SL1278'A CEMETERY FENCE, 59 FEET WEST OF THE CENTER OF COUNTY ROAD
 SL1278'81, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 SL1278'
 SL1278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 SL1278'EAST OF CUMMINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0258 ***********************************************************************
 RS0258  DESIGNATION -  CUSTER
 RS0258  PID         -  RS0258
 RS0258  STATE/COUNTY-  ND/MORTON
 RS0258  USGS QUAD   -  HEBRON (1973)
 RS0258
 RS0258                         *CURRENT SURVEY CONTROL
 RS0258  ___________________________________________________________________
 RS0258* NAD 83(1996)-  46 54 01.28334(N)    102 01 27.93888(W)     ADJUSTED  
 RS0258* NAVD 88     -       658.678  (meters)    2161.01   (feet)  ADJUSTED  
 RS0258  ___________________________________________________________________
 RS0258  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 RS0258  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 RS0258  DYNAMIC HT  -         658.678 (meters)    2161.01  (feet)  COMP
 RS0258  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 RS0258
 RS0258  HORZ ORDER  -  SECOND
 RS0258  VERT ORDER  -  FIRST     CLASS II
 RS0258
 RS0258.The horizontal coordinates were established by classical geodetic methods
 RS0258.and adjusted by the National Geodetic Survey in January 1998..
 RS0258
 RS0258.The orthometric height was determined by differential leveling
 RS0258.and adjusted by the National Geodetic Survey in June 1991..
 RS0258
 RS0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0258
 RS0258.The geoid height was determined by GEOID03.
 RS0258
 RS0258.The dynamic height is computed by dividing the NAVD 88
 RS0258.geopotential number by the normal gravity value computed on the
 RS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0258.degrees latitude (g = 980.6199 gals.).
 RS0258
 RS0258.The modeled gravity was interpolated from observed gravity values.
 RS0258
 RS0258;                    North         East     Units Scale Factor Converg.
 RS0258;SPC ND S     -   138,260.175   483,857.438   MT  0.99993651   -1 06 42.8
 RS0258;SPC ND S     -   453,609.50  1,587,458.79   iFT  0.99993651   -1 06 42.8
 RS0258;UTM  13      - 5,198,390.043   726,633.197   MT  1.00023133   +2 10 24.9
 RS0258;UTM  14      - 5,198,532.425   269,646.013   MT  1.00025223   -2 12 33.5
 RS0258
 RS0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0258!SPC ND S     -   0.99989973  x   0.99993651  =   0.99983625
 RS0258!UTM  13      -   0.99989973  x   1.00023133  =   1.00013104
 RS0258!UTM  14      -   0.99989973  x   1.00025223  =   1.00015194
 RS0258
 RS0258:                Primary Azimuth Mark                     Grid Az
 RS0258:SPC ND S     -  CUSTER AZ MK                             093 39 33.0
 RS0258:UTM  13      -  CUSTER AZ MK                             090 22 25.3
 RS0258:UTM  14      -  CUSTER AZ MK                             094 45 23.7
 RS0258
 RS0258|---------------------------------------------------------------------|
 RS0258| PID    Reference Object                     Distance      Geod. Az  |
 RS0258|                                                           dddmmss.s |
 RS0258| CQ8190 CUSTER AZ MK                                       0923250.2 |
 RS0258| RS0259 CUSTER RM 1                          14.350 METERS 09912     |
 RS0258| RS0260 CUSTER RM 2                          11.543 METERS 27912     |
 RS0258| RS0374 HEBRON ST JOHNS EVAN CHURCH         APPROX. 1.7 KM 2814057.0 |
 RS0258| RS0375 HEBRON MUNICIPAL TANK               APPROX. 1.7 KM 2964040.4 |
 RS0258|---------------------------------------------------------------------|
 RS0258
 RS0258                          SUPERSEDED SURVEY CONTROL
 RS0258
 RS0258  NAD 83(1986)-  46 54 01.27793(N)    102 01 27.93083(W) AD(       ) 2
 RS0258  NAD 27      -  46 54 01.25800(N)    102 01 26.34800(W) AD(       ) 2
 RS0258  NGVD 29 (07/19/86)  657.9    (m)         2158.     (f) VERT ANG       
 RS0258
 RS0258.Superseded values are not recommended for survey control.
 RS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0258.See file dsdata.txt to determine how the superseded data were derived.
 RS0258
 RS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM2663398390(NAD 83)
 RS0258_MARKER: DS = TRIANGULATION STATION DISK
 RS0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0258_SP_SET: CONCRETE POST
 RS0258_STAMPING: CUSTER 1951
 RS0258_MARK LOGO: CGS   
 RS0258_PROJECTION: PROJECTING 10 CENTIMETERS
 RS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0258+STABILITY: SURFACE MOTION
 RS0258
 RS0258  HISTORY     - Date     Condition        Report By
 RS0258  HISTORY     - 1951     MONUMENTED       CGS
 RS0258  HISTORY     - 1956     GOOD             CGS
 RS0258  HISTORY     - 1982     GOOD             NGS
 RS0258
 RS0258                          STATION DESCRIPTION
 RS0258
 RS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0258'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE CENTER OF
 RS0258'HEBRON, AT THE INTERSECTION OF THE MAIN STREET AND U.S.
 RS0258'HIGHWAY NO. 10.
 RS0258'
 RS0258'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 RS0258'ON THE MAIN STREET FOR 1.1 MILES TO THE INTERSECTION WITH
 RS0258'U.S. HIGHWAY NO. 10, AND THE STATION ON THE RIGHT AS DESCRIBED.
 RS0258'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST,
 RS0258'FOR 0.6 MILE TO A T-INTERSECTION, THEN LEFT, NORTH, FOR 0.2
 RS0258'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RS0258'
 RS0258'THE STATION MARK IS 250 FEET SOUTHEAST OF THE INTERSECTION,
 RS0258'103 FEET SOUTH OF THE HIGHWAY, 15 FEET WEST OF A TRACK ROAD,
 RS0258'5 FEET NORTH OF A WIRE FENCE, AND 4 FEET NORTH OF THE WITNESS
 RS0258'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RS0258'CUSTER 1951.
 RS0258'
 RS0258'REFERENCE MARK NO. 1 IS 100 FEET SOUTH OF THE HIGHWAY, 23 FEET
 RS0258'EAST OF THE TRACK ROAD, AND 6 FEET NORTH OF THE WIRE FENCE.
 RS0258'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CUSTER NO
 RS0258'1 1951.
 RS0258'
 RS0258'REFERENCE MARK NO. 2 IS 103 FEET SOUTH OF THE HIGHWAY, AND 5
 RS0258'FEET NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND
 RS0258'THE DISK IS STAMPED CUSTER NO 2 1951.
 RS0258'
 RS0258'THE AZIMUTH MARK IS 30 FEET NORTH OF A POWER LINE POLE, 20
 RS0258'FEET EAST OF A TRACK ROAD, AND 3 FEET WEST OF A WIRE FENCE.
 RS0258'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CUSTER 1951.
 RS0258'
 RS0258'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0258'CYLINDERS.
 RS0258
 RS0258                          STATION RECOVERY (1956)
 RS0258
 RS0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RS0258'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RS0258'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RS0258
 RS0258                          STATION RECOVERY (1982)
 RS0258
 RS0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0258'18.5 KM (11.5 MI) WEST FROM GLEN ULLIN.
 RS0258'18.5 KM (11.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0258'NORTHERN RAILROAD STATION IN GLEN ULLIN, 31.4 METERS (103.0 FT) SOUTH
 RS0258'OF THE CENTERLINE OF THE ROAD, 14.3 METERS (46.9 FT) WEST OF REFERENCE
 RS0258'MARK 1, 11.5 METERS (37.7 FT) EAST OF REFERENCE MARK 2, 4.6 METERS
 RS0258'(15.1 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND 1.6 METERS (5.2
 RS0258'FT) NORTH OF A FENCE.
 RS0258'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RS0258'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0259 ***********************************************************************
 RS0259  DESIGNATION -  CUSTER RM 1
 RS0259  PID         -  RS0259
 RS0259  STATE/COUNTY-  ND/MORTON
 RS0259  USGS QUAD   -  HEBRON (1973)
 RS0259
 RS0259                         *CURRENT SURVEY CONTROL
 RS0259  ___________________________________________________________________
 RS0259* NAD 83(1986)-  46 54 02.     (N)    102 01 27.     (W)     SCALED    
 RS0259* NAVD 88     -       658.498  (meters)    2160.42   (feet)  ADJUSTED  
 RS0259  ___________________________________________________________________
 RS0259  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 RS0259  DYNAMIC HT  -         658.499 (meters)    2160.43  (feet)  COMP
 RS0259  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 RS0259
 RS0259  VERT ORDER  -  FIRST     CLASS II
 RS0259
 RS0259.The horizontal coordinates were scaled from a topographic map and have
 RS0259.an estimated accuracy of +/- 6 seconds.
 RS0259
 RS0259.The orthometric height was determined by differential leveling
 RS0259.and adjusted by the National Geodetic Survey in June 1991..
 RS0259
 RS0259.The geoid height was determined by GEOID03.
 RS0259
 RS0259.The dynamic height is computed by dividing the NAVD 88
 RS0259.geopotential number by the normal gravity value computed on the
 RS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0259.degrees latitude (g = 980.6199 gals.).
 RS0259
 RS0259.The modeled gravity was interpolated from observed gravity values.
 RS0259
 RS0259;                    North         East    Units  Estimated Accuracy
 RS0259;SPC ND S     -   138,280.      483,880.      MT  (+/- 180 meters Scaled)
 RS0259
 RS0259                          SUPERSEDED SURVEY CONTROL
 RS0259
 RS0259.No superseded survey control is available for this station.
 RS0259
 RS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM266984(NAD 83)
 RS0259_MARKER: DR = REFERENCE MARK DISK
 RS0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0259_SP_SET: CONCRETE POST
 RS0259_STAMPING: CUSTER NO 1 1951
 RS0259_MARK LOGO: CGS   
 RS0259_PROJECTION: PROJECTING 10 CENTIMETERS
 RS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0259+STABILITY: SURFACE MOTION
 RS0259
 RS0259  HISTORY     - Date     Condition        Report By
 RS0259  HISTORY     - 1951     MONUMENTED       CGS
 RS0259  HISTORY     - 1982     GOOD             NGS
 RS0259
 RS0259                          STATION DESCRIPTION
 RS0259
 RS0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0259'18.5 KM (11.5 MI) WEST FROM GLEN ULLIN.
 RS0259'18.5 KM (11.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0259'NORTHERN RAILROAD STATION IN GLEN ULLIN, 30.5 METERS (100.1 FT) SOUTH
 RS0259'OF THE CENTERLINE OF THE ROAD, 14.4 METERS (47.2 FT) EAST OF THE
 RS0259'STATION MARK, 7.0 METERS (23.0 FT) EAST OF THE CENTER OF A FIELD
 RS0259'ENTRANCE AND 1.9 METERS (6.2 FT) NORTH OF A FENCE.
 RS0259'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0260 ***********************************************************************
 RS0260  DESIGNATION -  CUSTER RM 2
 RS0260  PID         -  RS0260
 RS0260  STATE/COUNTY-  ND/MORTON
 RS0260  USGS QUAD   -  HEBRON (1973)
 RS0260
 RS0260                         *CURRENT SURVEY CONTROL
 RS0260  ___________________________________________________________________
 RS0260* NAD 83(1986)-  46 54 01.     (N)    102 01 29.     (W)     SCALED    
 RS0260* NAVD 88     -       658.862  (meters)    2161.62   (feet)  ADJUSTED  
 RS0260  ___________________________________________________________________
 RS0260  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 RS0260  DYNAMIC HT  -         658.863 (meters)    2161.62  (feet)  COMP
 RS0260  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 RS0260
 RS0260  VERT ORDER  -  FIRST     CLASS II
 RS0260
 RS0260.The horizontal coordinates were scaled from a topographic map and have
 RS0260.an estimated accuracy of +/- 6 seconds.
 RS0260
 RS0260.The orthometric height was determined by differential leveling
 RS0260.and adjusted by the National Geodetic Survey in June 1991..
 RS0260
 RS0260.The geoid height was determined by GEOID03.
 RS0260
 RS0260.The dynamic height is computed by dividing the NAVD 88
 RS0260.geopotential number by the normal gravity value computed on the
 RS0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0260.degrees latitude (g = 980.6199 gals.).
 RS0260
 RS0260.The modeled gravity was interpolated from observed gravity values.
 RS0260
 RS0260;                    North         East    Units  Estimated Accuracy
 RS0260;SPC ND S     -   138,250.      483,840.      MT  (+/- 180 meters Scaled)
 RS0260
 RS0260                          SUPERSEDED SURVEY CONTROL
 RS0260
 RS0260.No superseded survey control is available for this station.
 RS0260
 RS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM266983(NAD 83)
 RS0260_MARKER: DR = REFERENCE MARK DISK
 RS0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0260_SP_SET: CONCRETE POST
 RS0260_STAMPING: CUSTER NO 2 1951
 RS0260_MARK LOGO: CGS   
 RS0260_PROJECTION: PROJECTING 10 CENTIMETERS
 RS0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0260+STABILITY: SURFACE MOTION
 RS0260
 RS0260  HISTORY     - Date     Condition        Report By
 RS0260  HISTORY     - 1951     MONUMENTED       CGS
 RS0260  HISTORY     - 1982     GOOD             NGS
 RS0260
 RS0260                          STATION DESCRIPTION
 RS0260
 RS0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0260'18.5 KM (11.5 MI) WEST FROM GLEN ULLIN.
 RS0260'18.5 KM (11.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0260'NORTHERN RAILROAD STATION IN GLEN ULLIN, 31.4 METERS (103.0 FT) SOUTH
 RS0260'OF THE CENTERLINE OF THE ROAD, 13.1 METERS (43.0 FT) WEST OF THE
 RS0260'CENTER OF A FIELD ENTRANCE, 11.5 METERS (37.7 FT) WEST OF THE STATION
 RS0260'MARK AND 1.6 METERS (5.2 FT) NORTH OF A FENCE.
 RS0260'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2030 ***********************************************************************
 TF2030  DESIGNATION -  CUT
 TF2030  PID         -  TF2030
 TF2030  STATE/COUNTY-  ND/MCHENRY
 TF2030  USGS QUAD   -  RANGELEY NW (1955)
 TF2030
 TF2030                         *CURRENT SURVEY CONTROL
 TF2030  ___________________________________________________________________
 TF2030* NAD 83(1996)-  48 13 47.14271(N)    100 27 10.71981(W)     ADJUSTED  
 TF2030* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 TF2030  ___________________________________________________________________
 TF2030  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 TF2030  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 TF2030
 TF2030  HORZ ORDER  -  FIRST
 TF2030
 TF2030.The horizontal coordinates were established by classical geodetic methods
 TF2030.and adjusted by the National Geodetic Survey in January 1998..
 TF2030
 TF2030.The orthometric height was scaled from a topographic map.
 TF2030
 TF2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2030
 TF2030.The geoid height was determined by GEOID03.
 TF2030
 TF2030;                    North         East     Units Scale Factor Converg.
 TF2030;SPC ND N     -   136,727.852   603,493.231   MT  0.99993904   +0 02 06.0
 TF2030;SPC ND N     -   448,582.19  1,979,964.67   iFT  0.99993904   +0 02 06.0
 TF2030;UTM  14      - 5,342,858.321   392,097.821   MT  0.99974305   -1 05 01.6
 TF2030
 TF2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2030!SPC ND N     -   0.99992826  x   0.99993904  =   0.99986730
 TF2030!UTM  14      -   0.99992826  x   0.99974305  =   0.99967133
 TF2030
 TF2030:                Primary Azimuth Mark                     Grid Az
 TF2030:SPC ND N     -  TOWNER MUNICIPAL TANK                    014 28 08.8
 TF2030:UTM  14      -  TOWNER MUNICIPAL TANK                    015 35 16.4
 TF2030
 TF2030|---------------------------------------------------------------------|
 TF2030| PID    Reference Object                     Distance      Geod. Az  |
 TF2030|                                                           dddmmss.s |
 TF2030| TF2038 TOWNER MUNICIPAL TANK               APPROX.13.9 KM 0143014.8 |
 TF2030| TF2037 TOWNER ZION LUTH CH STEEPLE         APPROX.13.1 KM 0151532.4 |
 TF2030| TF2035 TOWNER MC HENRY CO CTHSE DOME       APPROX.13.1 KM 0155622.1 |
 TF2030| TF2006 ZION LUTH CHURCH STEEPLE            APPROX.24.0 KM 0673900.7 |
 TF2030| TF2031 CUT 2                                18.322 METERS 08857     |
 TF2030| SN1554 DRAKE MUNICIPAL TANK                APPROX.34.5 KM 1693740.9 |
 TF2030| CO7508 CUT RM 1                             22.205 METERS 19223     |
 TF2030| CO7509 CUT RM 2                             31.885 METERS 27630     |
 TF2030| CO7507 CUT AZ MK                                          3585712.8 |
 TF2030|---------------------------------------------------------------------|
 TF2030
 TF2030                          SUPERSEDED SURVEY CONTROL
 TF2030
 TF2030  NAD 83(1986)-  48 13 47.14502(N)    100 27 10.72047(W) AD(       ) 1
 TF2030  NAD 27      -  48 13 47.13600(N)    100 27 09.22600(W) AD(       ) 1
 TF2030
 TF2030.Superseded values are not recommended for survey control.
 TF2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2030.See file dsdata.txt to determine how the superseded data were derived.
 TF2030
 TF2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9209842858(NAD 83)
 TF2030_MARKER: DS = TRIANGULATION STATION DISK
 TF2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2030
 TF2030  HISTORY     - Date     Condition        Report By
 TF2030  HISTORY     - 1946     MONUMENTED       CGS
 TF2030  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TF2030
 TF2030                          STATION DESCRIPTION
 TF2030
 TF2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2030'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF TOWNER
 TF2030'ON THE TOP OF RIDGE THAT EXTENDS EAST AND WEST ACROSS A WIDE
 TF2030'FLAT AREA.  IT IS ON THE HIGHEST POINT JUST EAST OF THE POINT
 TF2030'WHERE STATE HIGHWAY 14 GOES THROUGH THE RIDGE IN A DEEP CUT.
 TF2030'IT IS 64 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY,
 TF2030'20 FEET EAST OF THE TOP OF THE CUT AND 5.5 FEET EAST-NORTHEAST
 TF2030'OF A PLAIN WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND
 TF2030'THE DISK IS STAMPED CUT 1946.
 TF2030'
 TF2030'REFERENCE MARK NO. 1 IS 72.85 FEET SOUTH OF THE STATION, 47
 TF2030'FEET EAST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY AND 5
 TF2030'FEET EAST OF THE TOP OF THE CUT BANK.  THE MARK PROJECTS ABOUT
 TF2030'2 INCHES AND THE DISK IS STAMPED CUT NO 1 1946.
 TF2030'
 TF2030'REFERENCE MARK NO. 2 IS 104.61 FEET WEST OF THE STATION, 44 FEET
 TF2030'WEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY AND 2 FEET
 TF2030'WEST OF THE TOP OF THE CUT BANK.  THE MARK PROJECTS ABOUT 2
 TF2030'INCHES AND THE DISK IS STAMPED CUT NO 2 1946.
 TF2030'
 TF2030'THE AZIMUTH MARK IS APPROXIMATELY 1.3 MILES NORTH OF THE STATION,
 TF2030'56 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 10
 TF2030'FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE.
 TF2030'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CUT 1946.
 TF2030'
 TF2030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 2
 TF2030'AND STATE HIGHWAY NO. 14 AT THE SOUTHWEST CORNER OF TOWNER, GO
 TF2030'SOUTH AND WEST ON HIGHWAY NOS. 2 AND 14 FOR 3.7 MILES TO A POINT
 TF2030'WHERE HIGHWAY 14 TURNS SOUTH.  HERE TURN SOUTH ON THE GRAVEL
 TF2030'HIGHWAY FOR 4.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 TF2030'DESCRIBED.  CONTINUE ON THE HIGHWAY FOR 1.3 MILES TO THE TOP OF
 TF2030'THE RIDGE AND THE STATION ON THE LEFT AS DESCRIBED.
 TF2030'
 TF2030'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2030
 TF2030                          STATION RECOVERY (1958)
 TF2030
 TF2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TF2030'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 TF2030'IN GOOD CONDITION.
 TF2030'
 TF2030'A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY DEPARTMENT
 TF2030'TO MOVE ALL MARKS AT THIS STATION AS THEY WERE IN THE WAY OF
 TF2030'HIGHWAY IMPROVEMENT.  ALL MARKS FOR THIS STATION WERE DESTROYED
 TF2030'AND A NEW STATION ESTABLISHED IN THE VICINITY.  SEE DESCRIPTION
 TF2030'FOR STATION CUT 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2115 ***********************************************************************
 TF2115  DESIGNATION -  CUT
 TF2115  PID         -  TF2115
 TF2115  STATE/COUNTY-  ND/BOTTINEAU
 TF2115  USGS QUAD   -  LANSFORD NE (1949)
 TF2115
 TF2115                         *CURRENT SURVEY CONTROL
 TF2115  ___________________________________________________________________
 TF2115* NAD 83(1996)-  48 41 57.04347(N)    101 19 15.05973(W)     ADJUSTED  
 TF2115* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 TF2115  ___________________________________________________________________
 TF2115  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TF2115  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF2115
 TF2115  HORZ ORDER  -  SECOND
 TF2115
 TF2115.The horizontal coordinates were established by classical geodetic methods
 TF2115.and adjusted by the National Geodetic Survey in January 1998..
 TF2115
 TF2115.The orthometric height was scaled from a topographic map.
 TF2115
 TF2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2115
 TF2115.The geoid height was determined by GEOID03.
 TF2115
 TF2115;                    North         East     Units Scale Factor Converg.
 TF2115;SPC ND N     -   189,245.660   539,577.599   MT  0.99999341   -0 36 39.0
 TF2115;SPC ND N     -   620,884.71  1,770,267.71   iFT  0.99999341   -0 36 39.0
 TF2115;UTM  14      - 5,396,614.729   329,233.199   MT  0.99995827   -1 44 38.3
 TF2115
 TF2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2115!SPC ND N     -   0.99992801  x   0.99999341  =   0.99992142
 TF2115!UTM  14      -   0.99992801  x   0.99995827  =   0.99988628
 TF2115
 TF2115|---------------------------------------------------------------------|
 TF2115| PID    Reference Object                     Distance      Geod. Az  |
 TF2115|                                                           dddmmss.s |
 TF2115| CQ8192 CUT RM 1                             10.524 METERS 17522     |
 TF2115| TF2117 LANSFORD MUNICIPAL TANK             APPROX. 8.8 KM 2070210.7 |
 TF2115| CQ8193 CUT RM 2                              9.872 METERS 25741     |
 TF2115| CQ8191 CUT AZ MK                                          3584954.5 |
 TF2115|---------------------------------------------------------------------|
 TF2115
 TF2115                          SUPERSEDED SURVEY CONTROL
 TF2115
 TF2115  NAD 83(1986)-  48 41 57.04014(N)    101 19 15.05761(W) AD(       ) 2
 TF2115  NAD 27      -  48 41 56.96140(N)    101 19 13.47900(W) AD(       ) 2
 TF2115
 TF2115.Superseded values are not recommended for survey control.
 TF2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2115.See file dsdata.txt to determine how the superseded data were derived.
 TF2115
 TF2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2923396615(NAD 83)
 TF2115_MARKER: DS = TRIANGULATION STATION DISK
 TF2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2115
 TF2115  HISTORY     - Date     Condition        Report By
 TF2115  HISTORY     - 1963     MONUMENTED       CGS
 TF2115
 TF2115                          STATION DESCRIPTION
 TF2115
 TF2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2115'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTH AND 2-1/2 MILES
 TF2115'EAST OF LANSFORD ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 TF2115'ROAD, IN THE NORTHEAST 1/4 OF SECTION 12, T-160-N, R-82-W.
 TF2115'
 TF2115'TO REACH THE STATION FROM THE COURTHOUSE IN MOHALL, GO EAST
 TF2115'ON STATE ROUTE 5 FOR 9.0 MILES TO RENVILLE CORNERS AND THE
 TF2115'JUNCTION WITH U.S. HIGHWAY 83.  TURN RIGHT AND GO SOUTH ON
 TF2115'U.S. HIGHWAY 83 FOR 5.0 MILES TO CROSSROADS, TURN RIGHT AND
 TF2115'GO WEST FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 TF2115'NORTH FOR 0.5 MILE TO THE STATION ON THE LEFT.  (TO REACH
 TF2115'THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.4 MILE TO
 TF2115'THE AZIMUTH MARK ON LEFT.)
 TF2115'
 TF2115'THE STATION IS A STANDARD DISK, STAMPED CUT 1963, SET IN THE TOP
 TF2115'OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 TF2115'OF THE GROUND.  IT IS 38 FEET WEST OF THE CENTER OF A GRAVELED
 TF2115'ROAD AND 5.2 FEET NORTH OF THE WITNESS POST.
 TF2115'
 TF2115'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED CUT NO 1 1963,
 TF2115'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2115'2 INCHES.  IT IS 36.0 FEET WEST OF THE CENTER OF A GRAVELED
 TF2115'ROAD AND 29.3 FEET SOUTH OF THE WITNESS POST.
 TF2115'
 TF2115'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED CUT NO 2 1963,
 TF2115'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2115'3 INCHES.  IT IS 70.4 FEET WEST OF THE CENTER OF A GRAVELED
 TF2115'ROAD AND 31.6 FEET WEST OF THE WITNESS POST.
 TF2115'
 TF2115'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CUT 1963, SET IN
 TF2115'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 TF2115'INCHES.  IT IS 87 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 TF2115'1.6 FEET SOUTH OF A POWER POLE AND 1.0 FOOT NORTH OF THE
 TF2115'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2031 ***********************************************************************
 TF2031  DESIGNATION -  CUT 2
 TF2031  PID         -  TF2031
 TF2031  STATE/COUNTY-  ND/MCHENRY
 TF2031  USGS QUAD   -  RANGELEY NW (1955)
 TF2031
 TF2031                         *CURRENT SURVEY CONTROL
 TF2031  ___________________________________________________________________
 TF2031* NAD 83(1996)-  48 13 47.15358(N)    100 27 09.83214(W)     ADJUSTED  
 TF2031* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 TF2031  ___________________________________________________________________
 TF2031  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 TF2031  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 TF2031
 TF2031  HORZ ORDER  -  SECOND
 TF2031
 TF2031.The horizontal coordinates were established by classical geodetic methods
 TF2031.and adjusted by the National Geodetic Survey in January 1998..
 TF2031.No horizontal observational check was made to the station.
 TF2031
 TF2031.The orthometric height was scaled from a topographic map.
 TF2031
 TF2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2031
 TF2031.The geoid height was determined by GEOID03.
 TF2031
 TF2031;                    North         East     Units Scale Factor Converg.
 TF2031;SPC ND N     -   136,728.199   603,511.549   MT  0.99993904   +0 02 06.6
 TF2031;SPC ND N     -   448,583.33  1,980,024.77   iFT  0.99993904   +0 02 06.6
 TF2031;UTM  14      - 5,342,858.310   392,116.138   MT  0.99974301   -1 05 00.9
 TF2031
 TF2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2031!SPC ND N     -   0.99992826  x   0.99993904  =   0.99986730
 TF2031!UTM  14      -   0.99992826  x   0.99974301  =   0.99967129
 TF2031
 TF2031:                Primary Azimuth Mark                     Grid Az
 TF2031:SPC ND N     -  TOWNER MUNICIPAL TANK                    014 23 47.8
 TF2031:UTM  14      -  TOWNER MUNICIPAL TANK                    015 30 55.3
 TF2031
 TF2031|---------------------------------------------------------------------|
 TF2031| PID    Reference Object                     Distance      Geod. Az  |
 TF2031|                                                           dddmmss.s |
 TF2031| TF2038 TOWNER MUNICIPAL TANK               APPROX.13.9 KM 0142554.4 |
 TF2031| TF2037 TOWNER ZION LUTH CH STEEPLE         APPROX.13.1 KM 0151056.2 |
 TF2031| TF2035 TOWNER MC HENRY CO CTHSE DOME       APPROX.13.1 KM 0155146.9 |
 TF2031| CO7512 CUT 2 RM 4                           22.130 METERS 17951     |
 TF2031| TF2030 CUT                                  18.322 METERS 26857     |
 TF2031| CO7510 CUT 2 AZ MK                                        3580848.4 |
 TF2031| CO7507 CUT AZ MK                                          3582943.8 |
 TF2031| CO7511 CUT 2 RM 3                           20.433 METERS 35948     |
 TF2031|---------------------------------------------------------------------|
 TF2031
 TF2031                          SUPERSEDED SURVEY CONTROL
 TF2031
 TF2031  NAD 83(1986)-  48 13 47.15589(N)    100 27 09.83280(W) AD(       ) 2
 TF2031  NAD 27      -  48 13 47.14690(N)    100 27 08.33840(W) AD(       ) 2
 TF2031
 TF2031.Superseded values are not recommended for survey control.
 TF2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2031.See file dsdata.txt to determine how the superseded data were derived.
 TF2031
 TF2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9211642858(NAD 83)
 TF2031_MARKER: DS = TRIANGULATION STATION DISK
 TF2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2031_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2031
 TF2031  HISTORY     - Date     Condition        Report By
 TF2031  HISTORY     - 1958     MONUMENTED       CGS
 TF2031
 TF2031                          STATION DESCRIPTION
 TF2031
 TF2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TF2031'THE STATION IS ABOUT 8 MILES SOUTH-SOUTHWEST OF TOWNER ON THE
 TF2031'TOP OF A RIDGE THAT EXTENDS EAST AND WEST ACROSS A WIDE FLAT
 TF2031'AREA.  IT IS ON THE TOP OF A BANK WHERE THE HIGHWAY PASSES
 TF2031'THROUGH A DEEP CUT AND IS ABOUT 125 FEET EAST OF THE CENTERLINE
 TF2031'OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 TF2031'IS STAMPED CUT 2 1958.
 TF2031'
 TF2031'R.M. NO. 3 IS NORTH OF THE STATION AND IS ABOUT 125 FEET EAST
 TF2031'OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT
 TF2031'2 INCHES AND THE DISK IS STAMPED CUT 2 NO 3 1958.
 TF2031'
 TF2031'R.M. NO. 4 IS SOUTH OF THE STATION AND IS ABOUT 125 FEET EAST
 TF2031'OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 3
 TF2031'INCHES AND THE DISK IS STAMPED CUT 2 NO 4 1958.
 TF2031'
 TF2031'THE AZIMUTH MARK IS ABOUT 1.35 MILES NORTH OF THE STATION, 100
 TF2031'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF
 TF2031'A POWER LINE POLE, 2 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 TF2031'IN LINE WITH THE POWER LINE POLES.  THE MARK PROJECTS ABOUT 5
 TF2031'INCHES AND THE DISK IS STAMPED CUT 2 1958.
 TF2031'
 TF2031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2031'STATE HIGHWAY 14, JUST SOUTHWEST OF TOWNER, GO SOUTH AND WEST
 TF2031'ON U.S. 2 AND HIGHWAY 14 FOR 3.7 MILES TO POINT WHERE HIGHWAY
 TF2031'14 TURNS SOUTH, TURN SOUTH AND CONTINUE ON HIGHWAY 14 FOR
 TF2031'4.25 MILES TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE
 TF2031'SOUTH FOR 1.35 MILES TO A CUT AND STATION ON TOP OF BANK ON
 TF2031'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0831 ***********************************************************************
 SL0831  DESIGNATION -  D 1
 SL0831  PID         -  SL0831
 SL0831  STATE/COUNTY-  ND/GRAND FORKS
 SL0831  USGS QUAD   -  NIAGARA (1963)
 SL0831
 SL0831                         *CURRENT SURVEY CONTROL
 SL0831  ___________________________________________________________________
 SL0831* NAD 83(1986)-  47 59 45.     (N)    097 52 17.     (W)     SCALED    
 SL0831* NAVD 88     -       440.497  (meters)    1445.20   (feet)  POSTED    
 SL0831  ___________________________________________________________________
 SL0831  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL0831  DYNAMIC HT  -         440.570 (meters)    1445.44  (feet)  COMP
 SL0831  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 SL0831
 SL0831  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SL0831
 SL0831.The horizontal coordinates were scaled from a topographic map and have
 SL0831.an estimated accuracy of +/- 6 seconds.
 SL0831
 SL0831.The orthometric height was determined by differential leveling
 SL0831.and adjusted by the National Geodetic Survey in 1992..
 SL0831.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SL0831.rate of 0.0 thru 1.0 mm/km.
 SL0831
 SL0831.The geoid height was determined by GEOID03.
 SL0831
 SL0831.The dynamic height is computed by dividing the NAVD 88
 SL0831.geopotential number by the normal gravity value computed on the
 SL0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0831.degrees latitude (g = 980.6199 gals.).
 SL0831
 SL0831.The modeled gravity was interpolated from observed gravity values.
 SL0831
 SL0831;                    North         East    Units  Estimated Accuracy
 SL0831;SPC ND N     -   114,070.      796,130.      MT  (+/- 180 meters Scaled)
 SL0831
 SL0831                          SUPERSEDED SURVEY CONTROL
 SL0831
 SL0831.No superseded survey control is available for this station.
 SL0831
 SL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU841164(NAD 83)
 SL0831_MARKER: Q = CHISELED SQUARE
 SL0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0831_SP_SET: FOOTING
 SL0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0831
 SL0831  HISTORY     - Date     Condition        Report By
 SL0831  HISTORY     - UNK      MONUMENTED       CGS
 SL0831  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0831
 SL0831                          STATION DESCRIPTION
 SL0831
 SL0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0831'IN NIAGARA.
 SL0831'AT NIAGARA, GRAND FORKS COUNTY, ON THE GREAT NORTHERN RAILWAY, 250 FT
 SL0831'W OF THE STATION, SOUTH OF THE TRACK, AT A WATER TANK, AND ON THE TOP
 SL0831'OF THE NORTHWEST CORNER OF THE NORTHWEST INTERIOR FOOTING.  A CHISELED
 SL0831'SQUARE.  NOTE-- IT APPEARS THAT THE CONCRETE FOOTINGS AT THE DESCRIBED
 SL0831'LOCATION HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0008 ***********************************************************************
 RR0008  DESIGNATION -  D 10
 RR0008  PID         -  RR0008
 RR0008  STATE/COUNTY-  ND/EMMONS
 RR0008  USGS QUAD   -  DANA (1975)
 RR0008
 RR0008                         *CURRENT SURVEY CONTROL
 RR0008  ___________________________________________________________________
 RR0008* NAD 83(1986)-  46 34 35.     (N)    100 14 02.     (W)     SCALED    
 RR0008* NAVD 88     -       555.880  (meters)    1823.75   (feet)  ADJUSTED  
 RR0008  ___________________________________________________________________
 RR0008  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RR0008  DYNAMIC HT  -         555.877 (meters)    1823.74  (feet)  COMP
 RR0008  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RR0008
 RR0008  VERT ORDER  -  FIRST     CLASS II
 RR0008
 RR0008.The horizontal coordinates were scaled from a topographic map and have
 RR0008.an estimated accuracy of +/- 6 seconds.
 RR0008
 RR0008.The orthometric height was determined by differential leveling
 RR0008.and adjusted by the National Geodetic Survey in June 1991..
 RR0008
 RR0008.The geoid height was determined by GEOID03.
 RR0008
 RR0008.The dynamic height is computed by dividing the NAVD 88
 RR0008.geopotential number by the normal gravity value computed on the
 RR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0008.degrees latitude (g = 980.6199 gals.).
 RR0008
 RR0008.The modeled gravity was interpolated from observed gravity values.
 RR0008
 RR0008;                    North         East    Units  Estimated Accuracy
 RR0008;SPC ND S     -   101,160.      620,400.      MT  (+/- 180 meters Scaled)
 RR0008
 RR0008                          SUPERSEDED SURVEY CONTROL
 RR0008
 RR0008  NGVD 29 (??/??/92)  555.464  (m)         1822.38   (f) ADJ UNCH    1 2
 RR0008
 RR0008.Superseded values are not recommended for survey control.
 RR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0008.See file dsdata.txt to determine how the superseded data were derived.
 RR0008
 RR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS054588(NAD 83)
 RR0008_MARKER: DB = BENCH MARK DISK
 RR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0008_STAMPING: 1822.385 D 10 1927
 RR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0008+STABILITY: SURFACE MOTION
 RR0008
 RR0008  HISTORY     - Date     Condition        Report By
 RR0008  HISTORY     - 1927     MONUMENTED       CGS
 RR0008  HISTORY     - 1957     GOOD             NGS
 RR0008
 RR0008                          STATION DESCRIPTION
 RR0008
 RR0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0008'IN DANA.
 RR0008'AT DANA, EMMONS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 250
 RR0008'FEET NORTHWEST OF THE OCCIDENT GRAIN ELEVATOR, 25 FEET WEST OF THE
 RR0008'STATION SIGN, 54 FEET NORTH OF THE SECOND POLE TRACK, 3 FEET EAST OF
 RR0008'THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES. A STANDARD
 RR0008'DISK, STAMPED 1822.385 D 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0008'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THE STATION AND
 RR0008'ELEVATOR HAS BEEN REMOVED FROM DANA.  ALL THAT REMAINS IS THE STATION
 RR0008'SIGN.  THE MARK IS ABOUT 0.1 MILE NORTH OF A ROAD CROSSING AND 25 FEET
 RR0008'WEST OF THE SIGN DANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0804 ***********************************************************************
 SN0804  DESIGNATION -  D 10 B 1
 SN0804  PID         -  SN0804
 SN0804  STATE/COUNTY-  ND/WARD
 SN0804  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0804
 SN0804                         *CURRENT SURVEY CONTROL
 SN0804  ___________________________________________________________________
 SN0804* NAD 83(1986)-  47 51 41.     (N)    101 27 34.     (W)     SCALED    
 SN0804* NAVD 88     -       637.855  (meters)    2092.70   (feet)  ADJUSTED  
 SN0804  ___________________________________________________________________
 SN0804  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SN0804  DYNAMIC HT  -         637.929 (meters)    2092.94  (feet)  COMP
 SN0804  MODELED GRAV-     980,706.6   (mgal)                       NAVD 88
 SN0804
 SN0804  VERT ORDER  -  SECOND    CLASS 0
 SN0804
 SN0804.The horizontal coordinates were scaled from a topographic map and have
 SN0804.an estimated accuracy of +/- 6 seconds.
 SN0804
 SN0804.The orthometric height was determined by differential leveling
 SN0804.and adjusted by the National Geodetic Survey in June 1991..
 SN0804
 SN0804.The geoid height was determined by GEOID03.
 SN0804
 SN0804.The dynamic height is computed by dividing the NAVD 88
 SN0804.geopotential number by the normal gravity value computed on the
 SN0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0804.degrees latitude (g = 980.6199 gals.).
 SN0804
 SN0804.The modeled gravity was interpolated from observed gravity values.
 SN0804
 SN0804;                    North         East    Units  Estimated Accuracy
 SN0804;SPC ND N     -    96,220.      528,220.      MT  (+/- 180 meters Scaled)
 SN0804
 SN0804                          SUPERSEDED SURVEY CONTROL
 SN0804
 SN0804  NGVD 29 (??/??/92)  637.45   (m)         2091.4    (f) COMPUTED    2 0
 SN0804
 SN0804.Superseded values are not recommended for survey control.
 SN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0804.See file dsdata.txt to determine how the superseded data were derived.
 SN0804
 SN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU160038(NAD 83)
 SN0804_MARKER: Z = SEE DESCRIPTION
 SN0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0804_SP_SET: CONCRETE PEDESTAL
 SN0804_STAMPING: B 1
 SN0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0804
 SN0804  HISTORY     - Date     Condition        Report By
 SN0804  HISTORY     - UNK      MONUMENTED       DOD
 SN0804  HISTORY     - 1963     GOOD             NGS
 SN0804
 SN0804                          STATION DESCRIPTION
 SN0804
 SN0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0804'2.25 MI E FROM DOUGLAS.
 SN0804'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0804'STATION AT DOUGLAS, THENCE 1.95 MILES EAST ALONG STATE HIGHWAY 53,
 SN0804'THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, AT THE CREST OF A HILL, 950
 SN0804'FEET EAST OF THE LAUNCHER, 52.0 FEET WEST OF THE CENTERLINE OF THE
 SN0804'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 32, R 84 W,
 SN0804'T 151 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0800 ***********************************************************************
 SN0800  DESIGNATION -  D 10 B 2
 SN0800  PID         -  SN0800
 SN0800  STATE/COUNTY-  ND/WARD
 SN0800  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0800
 SN0800                         *CURRENT SURVEY CONTROL
 SN0800  ___________________________________________________________________
 SN0800* NAD 83(1986)-  47 51 34.     (N)    101 27 35.     (W)     SCALED    
 SN0800* NAVD 88     -       636.502  (meters)    2088.26   (feet)  ADJUSTED  
 SN0800  ___________________________________________________________________
 SN0800  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SN0800  DYNAMIC HT  -         636.576 (meters)    2088.50  (feet)  COMP
 SN0800  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SN0800
 SN0800  VERT ORDER  -  SECOND    CLASS 0
 SN0800
 SN0800.The horizontal coordinates were scaled from a topographic map and have
 SN0800.an estimated accuracy of +/- 6 seconds.
 SN0800
 SN0800.The orthometric height was determined by differential leveling
 SN0800.and adjusted by the National Geodetic Survey in June 1991..
 SN0800
 SN0800.The geoid height was determined by GEOID03.
 SN0800
 SN0800.The dynamic height is computed by dividing the NAVD 88
 SN0800.geopotential number by the normal gravity value computed on the
 SN0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0800.degrees latitude (g = 980.6199 gals.).
 SN0800
 SN0800.The modeled gravity was interpolated from observed gravity values.
 SN0800
 SN0800;                    North         East    Units  Estimated Accuracy
 SN0800;SPC ND N     -    96,000.      528,190.      MT  (+/- 180 meters Scaled)
 SN0800
 SN0800                          SUPERSEDED SURVEY CONTROL
 SN0800
 SN0800  NGVD 29 (??/??/92)  636.10   (m)         2086.9    (f) COMPUTED    2 0
 SN0800
 SN0800.Superseded values are not recommended for survey control.
 SN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0800.See file dsdata.txt to determine how the superseded data were derived.
 SN0800
 SN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU160036(NAD 83)
 SN0800_MARKER: Z = SEE DESCRIPTION
 SN0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0800_SP_SET: CONCRETE PEDESTAL
 SN0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0800
 SN0800  HISTORY     - Date     Condition        Report By
 SN0800  HISTORY     - UNK      MONUMENTED       DOD
 SN0800  HISTORY     - 1963     GOOD             NGS
 SN0800
 SN0800                          STATION DESCRIPTION
 SN0800
 SN0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0800'2.4 MI E FROM DOUGLAS.
 SN0800'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0800'STATION AT DOUGLAS, THENCE 1.95 MILES EAST ALONG STATE HIGHWAY 53,
 SN0800'THENCE 0.25 MILE SOUTH ALONG A TRACK ROAD, ABOUT 376 YARDS SOUTHEAST
 SN0800'OF THE LAUNCHER, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, A 1 1/2 X
 SN0800'4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 32, R 84 W, T 151 N. NOTE--
 SN0800'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0801 ***********************************************************************
 SN0801  DESIGNATION -  D 10 Z
 SN0801  PID         -  SN0801
 SN0801  STATE/COUNTY-  ND/WARD
 SN0801  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0801
 SN0801                         *CURRENT SURVEY CONTROL
 SN0801  ___________________________________________________________________
 SN0801* NAD 83(1986)-  47 51 27.     (N)    101 27 55.     (W)     SCALED    
 SN0801* NAVD 88     -       636.406  (meters)    2087.94   (feet)  ADJUSTED  
 SN0801  ___________________________________________________________________
 SN0801  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SN0801  DYNAMIC HT  -         636.480 (meters)    2088.18  (feet)  COMP
 SN0801  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SN0801
 SN0801  VERT ORDER  -  SECOND    CLASS 0
 SN0801
 SN0801.The horizontal coordinates were scaled from a topographic map and have
 SN0801.an estimated accuracy of +/- 6 seconds.
 SN0801
 SN0801.The orthometric height was determined by differential leveling
 SN0801.and adjusted by the National Geodetic Survey in June 1991..
 SN0801
 SN0801.The geoid height was determined by GEOID03.
 SN0801
 SN0801.The dynamic height is computed by dividing the NAVD 88
 SN0801.geopotential number by the normal gravity value computed on the
 SN0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0801.degrees latitude (g = 980.6199 gals.).
 SN0801
 SN0801.The modeled gravity was interpolated from observed gravity values.
 SN0801
 SN0801;                    North         East    Units  Estimated Accuracy
 SN0801;SPC ND N     -    95,790.      527,770.      MT  (+/- 180 meters Scaled)
 SN0801
 SN0801                          SUPERSEDED SURVEY CONTROL
 SN0801
 SN0801  NGVD 29 (??/??/92)  636.00   (m)         2086.6    (f) COMPUTED    2 0
 SN0801
 SN0801.Superseded values are not recommended for survey control.
 SN0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0801.See file dsdata.txt to determine how the superseded data were derived.
 SN0801
 SN0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU156034(NAD 83)
 SN0801_MARKER: DS = TRIANGULATION STATION DISK
 SN0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0801_STAMPING: D 10 Z 1962
 SN0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0801+STABILITY: SURFACE MOTION
 SN0801
 SN0801  HISTORY     - Date     Condition        Report By
 SN0801  HISTORY     - 1962     MONUMENTED       CGS
 SN0801  HISTORY     - 1963     GOOD             NGS
 SN0801
 SN0801                          STATION DESCRIPTION
 SN0801
 SN0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0801'2.3 MI E FROM DOUGLAS.
 SN0801'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0801'STATION AT DOUGLAS, THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 53,
 SN0801'THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD, ON THE WEST SLOPE OF A HILL,
 SN0801'40.5 FEET NORTH OF R.M. 2, 37.0 FEET WEST ACROSS THE ROAD FROM R.M. 1,
 SN0801'19.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.0 FEET EAST OF A METAL
 SN0801'WITNESS POST AND A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE TRACK ROAD,
 SN0801'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S 31, R
 SN0801'84 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0802 ***********************************************************************
 SN0802  DESIGNATION -  D 10 Z RM 1
 SN0802  PID         -  SN0802
 SN0802  STATE/COUNTY-  ND/WARD
 SN0802  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0802
 SN0802                         *CURRENT SURVEY CONTROL
 SN0802  ___________________________________________________________________
 SN0802* NAD 83(1986)-  47 51 27.     (N)    101 27 54.     (W)     SCALED    
 SN0802* NAVD 88     -       636.795  (meters)    2089.22   (feet)  ADJUSTED  
 SN0802  ___________________________________________________________________
 SN0802  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SN0802  DYNAMIC HT  -         636.869 (meters)    2089.46  (feet)  COMP
 SN0802  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 SN0802
 SN0802  VERT ORDER  -  SECOND    CLASS 0
 SN0802
 SN0802.The horizontal coordinates were scaled from a topographic map and have
 SN0802.an estimated accuracy of +/- 6 seconds.
 SN0802
 SN0802.The orthometric height was determined by differential leveling
 SN0802.and adjusted by the National Geodetic Survey in June 1991..
 SN0802
 SN0802.The geoid height was determined by GEOID03.
 SN0802
 SN0802.The dynamic height is computed by dividing the NAVD 88
 SN0802.geopotential number by the normal gravity value computed on the
 SN0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0802.degrees latitude (g = 980.6199 gals.).
 SN0802
 SN0802.The modeled gravity was interpolated from observed gravity values.
 SN0802
 SN0802;                    North         East    Units  Estimated Accuracy
 SN0802;SPC ND N     -    95,790.      527,790.      MT  (+/- 180 meters Scaled)
 SN0802
 SN0802                          SUPERSEDED SURVEY CONTROL
 SN0802
 SN0802  NGVD 29 (??/??/92)  636.39   (m)         2087.9    (f) COMPUTED    2 0
 SN0802
 SN0802.Superseded values are not recommended for survey control.
 SN0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0802.See file dsdata.txt to determine how the superseded data were derived.
 SN0802
 SN0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU156034(NAD 83)
 SN0802_MARKER: DR = REFERENCE MARK DISK
 SN0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0802_STAMPING: D 10 Z NO 1 1962
 SN0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0802+STABILITY: SURFACE MOTION
 SN0802
 SN0802  HISTORY     - Date     Condition        Report By
 SN0802  HISTORY     - 1962     MONUMENTED       CGS
 SN0802  HISTORY     - 1963     GOOD             NGS
 SN0802
 SN0802                          STATION DESCRIPTION
 SN0802
 SN0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0802'2.3 MI E FROM DOUGLAS.
 SN0802'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0802'STATION AT DOUGLAS, THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 53,
 SN0802'THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD, 56.0 FEET NORTHEAST ACROSS
 SN0802'THE ROAD FROM R.M. 2, 37.0 FEET EAST ACROSS THE ROAD FROM THE STATION
 SN0802'MARK, 17.5 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH
 SN0802'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND,
 SN0802'S 31, R 84 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0803 ***********************************************************************
 SN0803  DESIGNATION -  D 10 Z RM 2
 SN0803  PID         -  SN0803
 SN0803  STATE/COUNTY-  ND/WARD
 SN0803  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0803
 SN0803                         *CURRENT SURVEY CONTROL
 SN0803  ___________________________________________________________________
 SN0803* NAD 83(1986)-  47 51 27.     (N)    101 27 55.     (W)     SCALED    
 SN0803* NAVD 88     -       636.478  (meters)    2088.18   (feet)  ADJUSTED  
 SN0803  ___________________________________________________________________
 SN0803  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 SN0803  DYNAMIC HT  -         636.552 (meters)    2088.42  (feet)  COMP
 SN0803  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SN0803
 SN0803  VERT ORDER  -  SECOND    CLASS 0
 SN0803
 SN0803.The horizontal coordinates were scaled from a topographic map and have
 SN0803.an estimated accuracy of +/- 6 seconds.
 SN0803
 SN0803.The orthometric height was determined by differential leveling
 SN0803.and adjusted by the National Geodetic Survey in June 1991..
 SN0803
 SN0803.The geoid height was determined by GEOID03.
 SN0803
 SN0803.The dynamic height is computed by dividing the NAVD 88
 SN0803.geopotential number by the normal gravity value computed on the
 SN0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0803.degrees latitude (g = 980.6199 gals.).
 SN0803
 SN0803.The modeled gravity was interpolated from observed gravity values.
 SN0803
 SN0803;                    North         East    Units  Estimated Accuracy
 SN0803;SPC ND N     -    95,790.      527,770.      MT  (+/- 180 meters Scaled)
 SN0803
 SN0803                          SUPERSEDED SURVEY CONTROL
 SN0803
 SN0803  NGVD 29 (??/??/92)  636.08   (m)         2086.9    (f) COMPUTED    2 0
 SN0803
 SN0803.Superseded values are not recommended for survey control.
 SN0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0803.See file dsdata.txt to determine how the superseded data were derived.
 SN0803
 SN0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU156034(NAD 83)
 SN0803_MARKER: DR = REFERENCE MARK DISK
 SN0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0803_STAMPING: D 10 Z NO 2 1962
 SN0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0803+STABILITY: SURFACE MOTION
 SN0803
 SN0803  HISTORY     - Date     Condition        Report By
 SN0803  HISTORY     - 1962     MONUMENTED       CGS
 SN0803  HISTORY     - 1963     GOOD             NGS
 SN0803
 SN0803                          STATION DESCRIPTION
 SN0803
 SN0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0803'2.3 MI E FROM DOUGLAS.
 SN0803'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0803'STATION AT DOUGLAS, THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 53,
 SN0803'THENCE 0.4 MILE SOUTH ALONG A TRACK ROAD, 56.0 FEET SOUTHWEST ACROSS
 SN0803'THE ROAD FROM R. M. 1, 40.5 FEET SOUTH OF THE STATION MARK, 4.0 FEET
 SN0803'EAST OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 SN0803'TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S 31, R 84 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0394 ***********************************************************************
 RR0394  DESIGNATION -  D 100
 RR0394  PID         -  RR0394
 RR0394  STATE/COUNTY-  ND/GRANT
 RR0394  USGS QUAD   -  ELGIN (1980)
 RR0394
 RR0394                         *CURRENT SURVEY CONTROL
 RR0394  ___________________________________________________________________
 RR0394* NAD 83(1986)-  46 23 45.     (N)    101 45 25.     (W)     SCALED    
 RR0394* NAVD 88     -       706.608  (meters)    2318.26   (feet)  ADJUSTED  
 RR0394  ___________________________________________________________________
 RR0394  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 RR0394  DYNAMIC HT  -         706.566 (meters)    2318.13  (feet)  COMP
 RR0394  MODELED GRAV-     980,531.3   (mgal)                       NAVD 88
 RR0394
 RR0394  VERT ORDER  -  SECOND    CLASS 0
 RR0394
 RR0394.The horizontal coordinates were scaled from a topographic map and have
 RR0394.an estimated accuracy of +/- 6 seconds.
 RR0394
 RR0394.The orthometric height was determined by differential leveling
 RR0394.and adjusted by the National Geodetic Survey in June 1991..
 RR0394
 RR0394.The geoid height was determined by GEOID03.
 RR0394
 RR0394.The dynamic height is computed by dividing the NAVD 88
 RR0394.geopotential number by the normal gravity value computed on the
 RR0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0394.degrees latitude (g = 980.6199 gals.).
 RR0394
 RR0394.The modeled gravity was interpolated from observed gravity values.
 RR0394
 RR0394;                    North         East    Units  Estimated Accuracy
 RR0394;SPC ND S     -    81,830.      503,340.      MT  (+/- 180 meters Scaled)
 RR0394
 RR0394                          SUPERSEDED SURVEY CONTROL
 RR0394
 RR0394  NGVD 29 (??/??/92)  706.101  (m)         2316.60   (f) ADJ UNCH    2 0
 RR0394
 RR0394.Superseded values are not recommended for survey control.
 RR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0394.See file dsdata.txt to determine how the superseded data were derived.
 RR0394
 RR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS880417(NAD 83)
 RR0394_MARKER: DB = BENCH MARK DISK
 RR0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0394_STAMPING: D-100 -- 1934
 RR0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0394+STABILITY: SURFACE MOTION
 RR0394
 RR0394  HISTORY     - Date     Condition        Report By
 RR0394  HISTORY     - 1934     MONUMENTED       CGS
 RR0394  HISTORY     - 1956     GOOD             NGS
 RR0394
 RR0394                          STATION DESCRIPTION
 RR0394
 RR0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0394'4.3 MI E FROM ELGIN.
 RR0394'4.3 MILES EAST OF THE STATION AT ELGIN.  0.3 OF MILE EAST OF
 RR0394'M.P.NO.63.  514 FEET EAST OF CENTERLINE OF A SECTION LINE ROAD
 RR0394'CROSSING TRACK.  47.2 FEET NORTH OF NORTH RAIL.  0.8 OF FOOT SOUTH OF
 RR0394'R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES
 RR0394'HIGH.
 RR0394
 RR0394                          STATION RECOVERY (1956)
 RR0394
 RR0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0085 ***********************************************************************
 RS0085  DESIGNATION -  D 101
 RS0085  PID         -  RS0085
 RS0085  STATE/COUNTY-  ND/ADAMS
 RS0085  USGS QUAD   -  REEDER (1969)
 RS0085
 RS0085                         *CURRENT SURVEY CONTROL
 RS0085  ___________________________________________________________________
 RS0085* NAD 83(1986)-  46 06 23.     (N)    102 57 16.     (W)     SCALED    
 RS0085* NAVD 88     -       856.782  (meters)    2810.96   (feet)  ADJUSTED  
 RS0085  ___________________________________________________________________
 RS0085  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 RS0085  DYNAMIC HT  -         856.694 (meters)    2810.67  (feet)  COMP
 RS0085  MODELED GRAV-     980,482.3   (mgal)                       NAVD 88
 RS0085
 RS0085  VERT ORDER  -  SECOND    CLASS 0
 RS0085
 RS0085.The horizontal coordinates were scaled from a topographic map and have
 RS0085.an estimated accuracy of +/- 6 seconds.
 RS0085
 RS0085.The orthometric height was determined by differential leveling
 RS0085.and adjusted by the National Geodetic Survey in June 1991..
 RS0085
 RS0085.The geoid height was determined by GEOID03.
 RS0085
 RS0085.The dynamic height is computed by dividing the NAVD 88
 RS0085.geopotential number by the normal gravity value computed on the
 RS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0085.degrees latitude (g = 980.6199 gals.).
 RS0085
 RS0085.The modeled gravity was interpolated from observed gravity values.
 RS0085
 RS0085;                    North         East    Units  Estimated Accuracy
 RS0085;SPC ND S     -    51,840.      410,260.      MT  (+/- 180 meters Scaled)
 RS0085
 RS0085                          SUPERSEDED SURVEY CONTROL
 RS0085
 RS0085  NGVD 29 (??/??/92)  856.279  (m)         2809.31   (f) ADJ UNCH    2 0
 RS0085
 RS0085.Superseded values are not recommended for survey control.
 RS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0085.See file dsdata.txt to determine how the superseded data were derived.
 RS0085
 RS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM580079(NAD 83)
 RS0085_MARKER: DB = BENCH MARK DISK
 RS0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0085_STAMPING: D 101 1934
 RS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0085+STABILITY: SURFACE MOTION
 RS0085
 RS0085  HISTORY     - Date     Condition        Report By
 RS0085  HISTORY     - 1934     MONUMENTED       CGS
 RS0085  HISTORY     - 1953     GOOD             DOD
 RS0085
 RS0085                          STATION DESCRIPTION
 RS0085
 RS0085'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 RS0085'0.4 MI W FROM REEDER.
 RS0085'0.4 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0085'RAILROAD FROM THE STATION AT REEDER, ADAMS COUNTY, OPPOSITE MILEPOST
 RS0085'945, AT A ROAD CROSSING, 51 FEET NORTHWEST OF THE CENTER OF THE
 RS0085'CROSSING, 44.3 FEET NORTH OF THE NORTH RAIL, 34 FEET WEST OF THE
 RS0085'CENTER LINE OF THE ROAD, 6.4 FEET SOUTHEAST OF POLE 5140, 4.2 FEET
 RS0085'SOUTHWEST OF A FENCE CORNER, AND 2.9 FEET SOUTH OF THE RIGHT-OF-WAY
 RS0085'FENCE.  A STANDARD DISK, STAMPED D 101 1934 AND SET IN THE TOP OF A
 RS0085'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0790 ***********************************************************************
 SN0790  DESIGNATION -  D 11 B 1
 SN0790  PID         -  SN0790
 SN0790  STATE/COUNTY-  ND/WARD
 SN0790  USGS QUAD   -  MAX (1980)
 SN0790
 SN0790                         *CURRENT SURVEY CONTROL
 SN0790  ___________________________________________________________________
 SN0790* NAD 83(1986)-  47 51 48.     (N)    101 20 44.     (W)     SCALED    
 SN0790* NAVD 88     -       658.325  (meters)    2159.85   (feet)  ADJUSTED  
 SN0790  ___________________________________________________________________
 SN0790  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SN0790  DYNAMIC HT  -         658.398 (meters)    2160.09  (feet)  COMP
 SN0790  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 SN0790
 SN0790  VERT ORDER  -  SECOND    CLASS 0
 SN0790
 SN0790.The horizontal coordinates were scaled from a topographic map and have
 SN0790.an estimated accuracy of +/- 6 seconds.
 SN0790
 SN0790.The orthometric height was determined by differential leveling
 SN0790.and adjusted by the National Geodetic Survey in June 1991..
 SN0790
 SN0790.The geoid height was determined by GEOID03.
 SN0790
 SN0790.The dynamic height is computed by dividing the NAVD 88
 SN0790.geopotential number by the normal gravity value computed on the
 SN0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0790.degrees latitude (g = 980.6199 gals.).
 SN0790
 SN0790.The modeled gravity was interpolated from observed gravity values.
 SN0790
 SN0790;                    North         East    Units  Estimated Accuracy
 SN0790;SPC ND N     -    96,330.      536,740.      MT  (+/- 180 meters Scaled)
 SN0790
 SN0790                          SUPERSEDED SURVEY CONTROL
 SN0790
 SN0790  NGVD 29 (??/??/92)  657.92   (m)         2158.5    (f) COMPUTED    2 0
 SN0790
 SN0790.Superseded values are not recommended for survey control.
 SN0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0790.See file dsdata.txt to determine how the superseded data were derived.
 SN0790
 SN0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU245037(NAD 83)
 SN0790_MARKER: Z = SEE DESCRIPTION
 SN0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0790_SP_SET: CONCRETE PEDESTAL
 SN0790_STAMPING: B 1
 SN0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0790
 SN0790  HISTORY     - Date     Condition        Report By
 SN0790  HISTORY     - UNK      MONUMENTED       DOD
 SN0790  HISTORY     - 1963     GOOD             NGS
 SN0790
 SN0790                          STATION DESCRIPTION
 SN0790
 SN0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0790'5.45 MI NW FROM MAX.
 SN0790'ABOUT 3.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0790'AT MAX, THENCE 2.45 MILES WEST ALONG STATE HIGHWAY 53, ABOUT 350 YARDS
 SN0790'SOUTHEAST OF THE LAUNCHER, 285 FEET NORTH OF THE CENTERLINE OF THE
 SN0790'HIGHWAY, 165 FEET NORTHWEST OF A POWER POLE, A 1 1/2 X 4 FOOT CONCRETE
 SN0790'PEDESTAL WITH TRIBRACH, S 30, R 83 W, T 151 N.  NOTE-- CENTER OF THE
 SN0790'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0794 ***********************************************************************
 SN0794  DESIGNATION -  D 11 B 2
 SN0794  PID         -  SN0794
 SN0794  STATE/COUNTY-  ND/WARD
 SN0794  USGS QUAD   -  MAX (1980)
 SN0794
 SN0794                         *CURRENT SURVEY CONTROL
 SN0794  ___________________________________________________________________
 SN0794* NAD 83(1986)-  47 51 47.     (N)    101 21 19.     (W)     SCALED    
 SN0794* NAVD 88     -       653.168  (meters)    2142.94   (feet)  ADJUSTED  
 SN0794  ___________________________________________________________________
 SN0794  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SN0794  DYNAMIC HT  -         653.241 (meters)    2143.17  (feet)  COMP
 SN0794  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 SN0794
 SN0794  VERT ORDER  -  SECOND    CLASS 0
 SN0794
 SN0794.The horizontal coordinates were scaled from a topographic map and have
 SN0794.an estimated accuracy of +/- 6 seconds.
 SN0794
 SN0794.The orthometric height was determined by differential leveling
 SN0794.and adjusted by the National Geodetic Survey in June 1991..
 SN0794
 SN0794.The geoid height was determined by GEOID03.
 SN0794
 SN0794.The dynamic height is computed by dividing the NAVD 88
 SN0794.geopotential number by the normal gravity value computed on the
 SN0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0794.degrees latitude (g = 980.6199 gals.).
 SN0794
 SN0794.The modeled gravity was interpolated from observed gravity values.
 SN0794
 SN0794;                    North         East    Units  Estimated Accuracy
 SN0794;SPC ND N     -    96,310.      536,010.      MT  (+/- 180 meters Scaled)
 SN0794
 SN0794                          SUPERSEDED SURVEY CONTROL
 SN0794
 SN0794  NGVD 29 (??/??/92)  652.76   (m)         2141.6    (f) COMPUTED    2 0
 SN0794
 SN0794.Superseded values are not recommended for survey control.
 SN0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0794.See file dsdata.txt to determine how the superseded data were derived.
 SN0794
 SN0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU238037(NAD 83)
 SN0794_MARKER: Z = SEE DESCRIPTION
 SN0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0794_SP_SET: CONCRETE PEDESTAL
 SN0794_STAMPING: B 2
 SN0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0794
 SN0794  HISTORY     - Date     Condition        Report By
 SN0794  HISTORY     - UNK      MONUMENTED       DOD
 SN0794  HISTORY     - 1963     GOOD             NGS
 SN0794
 SN0794                          STATION DESCRIPTION
 SN0794
 SN0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0794'5.9 MI NW FROM MAX.
 SN0794'ABOUT 3.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0794'AT MAX, THENCE 2.9 MILES WEST ALONG STATE HIGHWAY 53, 0.1 MILE EAST OF
 SN0794'A T-JUNCTION OF ROADS, ON THE EAST SLOPE OF A HILL, ABOUT 417 YARDS
 SN0794'SOUTHWEST OF THE LAUNCHER, 145.0 FEET NORTH OF THE CENTERLINE OF THE
 SN0794'HIGHWAY, 26.9 FEET NORTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH THE
 SN0794'HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 30, R 83
 SN0794'W, T 151 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0792 ***********************************************************************
 SN0792  DESIGNATION -  D 11 Z
 SN0792  PID         -  SN0792
 SN0792  STATE/COUNTY-  ND/WARD
 SN0792  USGS QUAD   -  MAX (1980)
 SN0792
 SN0792                         *CURRENT SURVEY CONTROL
 SN0792  ___________________________________________________________________
 SN0792* NAD 83(1986)-  47 51 54.     (N)    101 21 07.     (W)     SCALED    
 SN0792* NAVD 88     -       658.114  (meters)    2159.16   (feet)  ADJUSTED  
 SN0792  ___________________________________________________________________
 SN0792  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SN0792  DYNAMIC HT  -         658.187 (meters)    2159.40  (feet)  COMP
 SN0792  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 SN0792
 SN0792  VERT ORDER  -  SECOND    CLASS 0
 SN0792
 SN0792.The horizontal coordinates were scaled from a topographic map and have
 SN0792.an estimated accuracy of +/- 6 seconds.
 SN0792
 SN0792.The orthometric height was determined by differential leveling
 SN0792.and adjusted by the National Geodetic Survey in June 1991..
 SN0792
 SN0792.The geoid height was determined by GEOID03.
 SN0792
 SN0792.The dynamic height is computed by dividing the NAVD 88
 SN0792.geopotential number by the normal gravity value computed on the
 SN0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0792.degrees latitude (g = 980.6199 gals.).
 SN0792
 SN0792.The modeled gravity was interpolated from observed gravity values.
 SN0792
 SN0792;                    North         East    Units  Estimated Accuracy
 SN0792;SPC ND N     -    96,520.      536,260.      MT  (+/- 180 meters Scaled)
 SN0792
 SN0792                          SUPERSEDED SURVEY CONTROL
 SN0792
 SN0792  NGVD 29 (??/??/92)  657.71   (m)         2157.8    (f) COMPUTED    2 0
 SN0792
 SN0792.Superseded values are not recommended for survey control.
 SN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0792.See file dsdata.txt to determine how the superseded data were derived.
 SN0792
 SN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU241039(NAD 83)
 SN0792_MARKER: DS = TRIANGULATION STATION DISK
 SN0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0792_STAMPING: D 11 Z 1962
 SN0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0792+STABILITY: SURFACE MOTION
 SN0792
 SN0792  HISTORY     - Date     Condition        Report By
 SN0792  HISTORY     - 1962     MONUMENTED       CGS
 SN0792  HISTORY     - 1963     GOOD             NGS
 SN0792
 SN0792                          STATION DESCRIPTION
 SN0792
 SN0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0792'5.95 MI NW FROM MAX.
 SN0792'ABOUT 3.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0792'AT MAX, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 53, THENCE 0.25 MILE
 SN0792'NORTH ACROSS A CULTIVATED FIELD, 38.9 FEET EAST OF R.M.. 2, 36.2 FEET
 SN0792'NORTH OF R.M. 1, 4.0 FEET WEST OF THE WEST EDGE OF A LARGE ROCK PILE,
 SN0792'4.6 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SN0792'CONCRETE POST PROJECTING 0.4 FOOT, S 30, R 83 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0793 ***********************************************************************
 SN0793  DESIGNATION -  D 11 Z RM 1
 SN0793  PID         -  SN0793
 SN0793  STATE/COUNTY-  ND/WARD
 SN0793  USGS QUAD   -  MAX (1980)
 SN0793
 SN0793                         *CURRENT SURVEY CONTROL
 SN0793  ___________________________________________________________________
 SN0793* NAD 83(1986)-  47 51 54.     (N)    101 21 05.     (W)     SCALED    
 SN0793* NAVD 88     -       657.614  (meters)    2157.52   (feet)  ADJUSTED  
 SN0793  ___________________________________________________________________
 SN0793  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SN0793  DYNAMIC HT  -         657.687 (meters)    2157.76  (feet)  COMP
 SN0793  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 SN0793
 SN0793  VERT ORDER  -  SECOND    CLASS 0
 SN0793
 SN0793.The horizontal coordinates were scaled from a topographic map and have
 SN0793.an estimated accuracy of +/- 6 seconds.
 SN0793
 SN0793.The orthometric height was determined by differential leveling
 SN0793.and adjusted by the National Geodetic Survey in June 1991..
 SN0793
 SN0793.The geoid height was determined by GEOID03.
 SN0793
 SN0793.The dynamic height is computed by dividing the NAVD 88
 SN0793.geopotential number by the normal gravity value computed on the
 SN0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0793.degrees latitude (g = 980.6199 gals.).
 SN0793
 SN0793.The modeled gravity was interpolated from observed gravity values.
 SN0793
 SN0793;                    North         East    Units  Estimated Accuracy
 SN0793;SPC ND N     -    96,520.      536,300.      MT  (+/- 180 meters Scaled)
 SN0793
 SN0793                          SUPERSEDED SURVEY CONTROL
 SN0793
 SN0793  NGVD 29 (??/??/92)  657.21   (m)         2156.2    (f) COMPUTED    2 0
 SN0793
 SN0793.Superseded values are not recommended for survey control.
 SN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0793.See file dsdata.txt to determine how the superseded data were derived.
 SN0793
 SN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU241039(NAD 83)
 SN0793_MARKER: DR = REFERENCE MARK DISK
 SN0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0793_STAMPING: D 11 Z NO 1 1962
 SN0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0793+STABILITY: SURFACE MOTION
 SN0793
 SN0793  HISTORY     - Date     Condition        Report By
 SN0793  HISTORY     - 1962     MONUMENTED       CGS
 SN0793  HISTORY     - 1963     GOOD             NGS
 SN0793
 SN0793                          STATION DESCRIPTION
 SN0793
 SN0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0793'5.95 MI NW FROM MAX.
 SN0793'ABOUT 3.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0793'AT MAX, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 53, THENCE 0.25 MILE
 SN0793'NORTH ACROSS A CULTIVATED FIELD, 52.0 FEET SOUTHEAST OF R.M. 2, 36.2
 SN0793'FEET SOUTH OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 SN0793'PROJECTING 0.4 FOOT, S 30, R 83 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0791 ***********************************************************************
 SN0791  DESIGNATION -  D 11 Z RM 2
 SN0791  PID         -  SN0791
 SN0791  STATE/COUNTY-  ND/WARD
 SN0791  USGS QUAD   -  MAX (1980)
 SN0791
 SN0791                         *CURRENT SURVEY CONTROL
 SN0791  ___________________________________________________________________
 SN0791* NAD 83(1986)-  47 51 55.     (N)    101 21 05.     (W)     SCALED    
 SN0791* NAVD 88     -       657.255  (meters)    2156.34   (feet)  ADJUSTED  
 SN0791  ___________________________________________________________________
 SN0791  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SN0791  DYNAMIC HT  -         657.328 (meters)    2156.58  (feet)  COMP
 SN0791  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 SN0791
 SN0791  VERT ORDER  -  SECOND    CLASS 0
 SN0791
 SN0791.The horizontal coordinates were scaled from a topographic map and have
 SN0791.an estimated accuracy of +/- 6 seconds.
 SN0791
 SN0791.The orthometric height was determined by differential leveling
 SN0791.and adjusted by the National Geodetic Survey in June 1991..
 SN0791
 SN0791.The geoid height was determined by GEOID03.
 SN0791
 SN0791.The dynamic height is computed by dividing the NAVD 88
 SN0791.geopotential number by the normal gravity value computed on the
 SN0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0791.degrees latitude (g = 980.6199 gals.).
 SN0791
 SN0791.The modeled gravity was interpolated from observed gravity values.
 SN0791
 SN0791;                    North         East    Units  Estimated Accuracy
 SN0791;SPC ND N     -    96,550.      536,300.      MT  (+/- 180 meters Scaled)
 SN0791
 SN0791                          SUPERSEDED SURVEY CONTROL
 SN0791
 SN0791  NGVD 29 (??/??/92)  656.85   (m)         2155.0    (f) COMPUTED    2 0
 SN0791
 SN0791.Superseded values are not recommended for survey control.
 SN0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0791.See file dsdata.txt to determine how the superseded data were derived.
 SN0791
 SN0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU241040(NAD 83)
 SN0791_MARKER: DR = REFERENCE MARK DISK
 SN0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0791_STAMPING: D 11 Z NO 2 1962
 SN0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0791+STABILITY: SURFACE MOTION
 SN0791
 SN0791  HISTORY     - Date     Condition        Report By
 SN0791  HISTORY     - 1962     MONUMENTED       CGS
 SN0791  HISTORY     - 1963     GOOD             NGS
 SN0791
 SN0791                          STATION DESCRIPTION
 SN0791
 SN0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0791'5.95 MI NW FROM MAX.
 SN0791'ABOUT 3.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0791'AT MAX, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 53, THENCE 0.25 MILE
 SN0791'NORTH ACROSS A CULTIVATED FIELD, 52.0 FEET NORTHWEST OF R.M. 1, 38.9
 SN0791'FEET WEST OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 SN0791'PROJECTING 0.4 FOOT, S 30, R 83 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0341 ***********************************************************************
 TD0341  DESIGNATION -  D 116
 TD0341  PID         -  TD0341
 TD0341  STATE/COUNTY-  ND/WALSH
 TD0341  USGS QUAD   -  OSLO (1979)
 TD0341
 TD0341                         *CURRENT SURVEY CONTROL
 TD0341  ___________________________________________________________________
 TD0341* NAD 83(1986)-  48 11 51.     (N)    097 13 24.     (W)     SCALED    
 TD0341* NAVD 88     -       247.299  (meters)     811.35   (feet)  ADJUSTED  
 TD0341  ___________________________________________________________________
 TD0341  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 TD0341  DYNAMIC HT  -         247.352 (meters)     811.52  (feet)  COMP
 TD0341  MODELED GRAV-     980,819.0   (mgal)                       NAVD 88
 TD0341
 TD0341  VERT ORDER  -  SECOND    CLASS 0
 TD0341
 TD0341.The horizontal coordinates were scaled from a topographic map and have
 TD0341.an estimated accuracy of +/- 6 seconds.
 TD0341
 TD0341.The orthometric height was determined by differential leveling
 TD0341.and adjusted by the National Geodetic Survey in June 1991..
 TD0341
 TD0341.The geoid height was determined by GEOID03.
 TD0341
 TD0341.The dynamic height is computed by dividing the NAVD 88
 TD0341.geopotential number by the normal gravity value computed on the
 TD0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0341.degrees latitude (g = 980.6199 gals.).
 TD0341
 TD0341.The modeled gravity was interpolated from observed gravity values.
 TD0341
 TD0341;                    North         East    Units  Estimated Accuracy
 TD0341;SPC ND N     -   138,320.      843,500.      MT  (+/- 180 meters Scaled)
 TD0341
 TD0341                          SUPERSEDED SURVEY CONTROL
 TD0341
 TD0341  NGVD 29 (??/??/92)  246.959  (m)          810.23   (f) ADJ UNCH    2 0
 TD0341
 TD0341.Superseded values are not recommended for survey control.
 TD0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0341.See file dsdata.txt to determine how the superseded data were derived.
 TD0341
 TD0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU320397(NAD 83)
 TD0341_MARKER: DB = BENCH MARK DISK
 TD0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0341+STABILITY: SURFACE MOTION
 TD0341
 TD0341  HISTORY     - Date     Condition        Report By
 TD0341  HISTORY     - UNK      MONUMENTED       CGS
 TD0341  HISTORY     - 1934     GOOD             NGS
 TD0341  HISTORY     - 1966     MARK NOT FOUND   USGS
 TD0341
 TD0341                          STATION DESCRIPTION
 TD0341
 TD0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0341'0.5 MI W FROM POLAND.
 TD0341'1/2 MILE WEST OF ELEVATOR AT POLAND, N. DAK. ON THE SOO LINE R.R. 30
 TD0341'FEET NORTH OF TRACK AT MILE POST 359, 4 MILES WEST OF OSLO, MINN.
 TD0341'BEMIDJI, MINN. VIA THIEF RIVER FALLS, MINN. TO ARDOCH, N.D.  NOTE-- RR
 TD0341'CONSTRUCTION IN AREA.
 TD0341
 TD0341                          STATION RECOVERY (1966)
 TD0341
 TD0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TD0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0576 ***********************************************************************
 SL0576  DESIGNATION -  D 117
 SL0576  PID         -  SL0576
 SL0576  STATE/COUNTY-  ND/CASS
 SL0576  USGS QUAD   -  PAGE SE (1967)
 SL0576
 SL0576                         *CURRENT SURVEY CONTROL
 SL0576  ___________________________________________________________________
 SL0576* NAD 83(1986)-  47 03 09.     (N)    097 34 42.     (W)     SCALED    
 SL0576* NAVD 88     -       356.145  (meters)    1168.45   (feet)  ADJUSTED  
 SL0576  ___________________________________________________________________
 SL0576  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SL0576  DYNAMIC HT  -         356.178 (meters)    1168.56  (feet)  COMP
 SL0576  MODELED GRAV-     980,694.9   (mgal)                       NAVD 88
 SL0576
 SL0576  VERT ORDER  -  SECOND    CLASS 0
 SL0576
 SL0576.The horizontal coordinates were scaled from a topographic map and have
 SL0576.an estimated accuracy of +/- 6 seconds.
 SL0576
 SL0576.The orthometric height was determined by differential leveling
 SL0576.and adjusted by the National Geodetic Survey in June 1991..
 SL0576
 SL0576.The geoid height was determined by GEOID03.
 SL0576
 SL0576.The dynamic height is computed by dividing the NAVD 88
 SL0576.geopotential number by the normal gravity value computed on the
 SL0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0576.degrees latitude (g = 980.6199 gals.).
 SL0576
 SL0576.The modeled gravity was interpolated from observed gravity values.
 SL0576
 SL0576;                    North         East    Units  Estimated Accuracy
 SL0576;SPC ND S     -   158,170.      821,930.      MT  (+/- 180 meters Scaled)
 SL0576
 SL0576                          SUPERSEDED SURVEY CONTROL
 SL0576
 SL0576  NGVD 29 (??/??/92)  355.789  (m)         1167.28   (f) ADJ UNCH    2 0
 SL0576
 SL0576.Superseded values are not recommended for survey control.
 SL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0576.See file dsdata.txt to determine how the superseded data were derived.
 SL0576
 SL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT079119(NAD 83)
 SL0576_MARKER: DB = BENCH MARK DISK
 SL0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0576_STAMPING: D-117 1934
 SL0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0576+STABILITY: SURFACE MOTION
 SL0576
 SL0576  HISTORY     - Date     Condition        Report By
 SL0576  HISTORY     - 1934     MONUMENTED       CGS
 SL0576
 SL0576                          STATION DESCRIPTION
 SL0576
 SL0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0576'7.6 MI S FROM PAGE.
 SL0576'7.6 MILES SOUTH OF DEPOT AT PAGE.  ALONG STATE HIGHWAY NO. 38 WHERE IT
 SL0576'LEAVES A SOUTH COURSE ANDD TURNS EAST.  SET IN POST 2 FEET BELOW
 SL0576'HIGHWAY LEVEL, 75 FEET SOUTHEAST OF WHERE IT LEAVES SOUTH BOUND
 SL0576'SECTION LINE ROAD, 27 FEET EAST OF SECTION LINE ROAD, 33 FEET
 SL0576'SOUTHWEST OF CENTER LINE OF HIGHWAY AND 9 FEET WEST OF 18 INCH TILE
 SL0576'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0577 ***********************************************************************
 SL0577  DESIGNATION -  D 117 RESET
 SL0577  PID         -  SL0577
 SL0577  STATE/COUNTY-  ND/CASS
 SL0577  USGS QUAD   -  PAGE SE (1967)
 SL0577
 SL0577                         *CURRENT SURVEY CONTROL
 SL0577  ___________________________________________________________________
 SL0577* NAD 83(1986)-  47 03 02.     (N)    097 34 43.     (W)     SCALED    
 SL0577* NAVD 88     -       356.569  (meters)    1169.84   (feet)  ADJUSTED  
 SL0577  ___________________________________________________________________
 SL0577  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SL0577  DYNAMIC HT  -         356.601 (meters)    1169.95  (feet)  COMP
 SL0577  MODELED GRAV-     980,694.6   (mgal)                       NAVD 88
 SL0577
 SL0577  VERT ORDER  -  SECOND    CLASS 0
 SL0577
 SL0577.The horizontal coordinates were scaled from a topographic map and have
 SL0577.an estimated accuracy of +/- 6 seconds.
 SL0577
 SL0577.The orthometric height was determined by differential leveling
 SL0577.and adjusted by the National Geodetic Survey in June 1991..
 SL0577
 SL0577.The geoid height was determined by GEOID03.
 SL0577
 SL0577.The dynamic height is computed by dividing the NAVD 88
 SL0577.geopotential number by the normal gravity value computed on the
 SL0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0577.degrees latitude (g = 980.6199 gals.).
 SL0577
 SL0577.The modeled gravity was interpolated from observed gravity values.
 SL0577
 SL0577;                    North         East    Units  Estimated Accuracy
 SL0577;SPC ND S     -   157,960.      821,920.      MT  (+/- 180 meters Scaled)
 SL0577
 SL0577                          SUPERSEDED SURVEY CONTROL
 SL0577
 SL0577  NGVD 29 (??/??/92)  356.220  (m)         1168.70   (f) ADJ UNCH    2 0
 SL0577
 SL0577.Superseded values are not recommended for survey control.
 SL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0577.See file dsdata.txt to determine how the superseded data were derived.
 SL0577
 SL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT079117(NAD 83)
 SL0577_MARKER: DB = BENCH MARK DISK
 SL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0577_STAMPING: D 117 1934 RESET 1958
 SL0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0577+STABILITY: SURFACE MOTION
 SL0577
 SL0577  HISTORY     - Date     Condition        Report By
 SL0577  HISTORY     - 1958     MONUMENTED       CGS
 SL0577  HISTORY     - 1964     GOOD             NGS
 SL0577
 SL0577                          STATION DESCRIPTION
 SL0577
 SL0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0577'7.4 MI S FROM PAGE.
 SL0577'7.4 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN STATION
 SL0577'AT PAGE, IN SECTION 12, R 55 W, T 141 N, AT THE T JUNCTION OF A ROAD
 SL0577'LEADING SOUTH, AT THE INTERSECTION OF AN EAST-WEST ROAD, 276 FEET WEST
 SL0577'OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF
 SL0577'THE EAST-WEST ROAD, 40 FEET WEST OF THE CENTER LINE OF THE ROAD
 SL0577'LEADING SOUTH, 63 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF JUNCTION
 SL0577'OF EAST-WEST ROAD AND ROAD LEADING SOUTH, 1 1/2 FEET EAST OF A METAL
 SL0577'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 SL0577'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0577'NOTE-- THIS MARK MAY BE REACHED BY GOING 9.0 MILES NORTH ALONG STATE
 SL0577'HIGHWAY 38 FROM THE CROSSING OF THE NORTHERN PACIFIC RAILWAY AT
 SL0577'BUFFALO, CASS COUNTY, NORTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0578 ***********************************************************************
 SL0578  DESIGNATION -  D 117 RESET
 SL0578  PID         -  SL0578
 SL0578  STATE/COUNTY-  ND/CASS
 SL0578  USGS QUAD   -  PAGE SE (1967)
 SL0578
 SL0578                         *CURRENT SURVEY CONTROL
 SL0578  ___________________________________________________________________
 SL0578* NAD 83(1986)-  47 03 01.     (N)    097 34 41.     (W)     SCALED    
 SL0578* NAVD 88     -       356.82   (+/-2cm)    1170.7    (feet)  VERTCON   
 SL0578  ___________________________________________________________________
 SL0578  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SL0578
 SL0578  VERT ORDER  -  THIRD (See Below)
 SL0578
 SL0578.The horizontal coordinates were scaled from a topographic map and have
 SL0578.an estimated accuracy of +/- 6 seconds.
 SL0578
 SL0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0578.The vertical order pertains to the NGVD 29 superseded value.
 SL0578
 SL0578.The geoid height was determined by GEOID03.
 SL0578
 SL0578;                    North         East    Units  Estimated Accuracy
 SL0578;SPC ND S     -   157,930.      821,960.      MT  (+/- 180 meters Scaled)
 SL0578
 SL0578                          SUPERSEDED SURVEY CONTROL
 SL0578
 SL0578  NGVD 29 (11/04/04)  356.47   (m)         1169.5    (f) RESET       3  
 SL0578
 SL0578.Superseded values are not recommended for survey control.
 SL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0578.See file dsdata.txt to determine how the superseded data were derived.
 SL0578
 SL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT080117(NAD 83)
 SL0578_MARKER: DB = BENCH MARK DISK
 SL0578_SETTING: 0 = UNSPECIFIED SETTING
 SL0578_STAMPING: D 117 RESET 1966
 SL0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0578
 SL0578  HISTORY     - Date     Condition        Report By
 SL0578  HISTORY     - 1966     MONUMENTED       LOCENG
 SL0578
 SL0578                          STATION DESCRIPTION
 SL0578
 SL0578'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SL0578'7.6 MI S FROM PAGE.
 SL0578'ABOUT 38 FEET EAST AND 201 FEET SOUTH OF THE NORTHWEST CORNER OF
 SL0578'SECTION 7, TOWNSHIP 141 NORTH, RANGE 54 WEST OF THE 5TH PRIME MERIDIAN
 SL0578'(AYR TOWNSHIP), 2 FEET NORTHEAST OF A STATE HIGHWAY RIGHT-OF-WAY
 SL0578'MARKER, 78 FEET EAST AND 157 FEET SOUTH OF BENCH MARK D 117 RESET
 SL0578'1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0008 ***********************************************************************
 SM0008  DESIGNATION -  D 118
 SM0008  PID         -  SM0008
 SM0008  STATE/COUNTY-  ND/NELSON
 SM0008  USGS QUAD   -  TOLNA (1951)
 SM0008
 SM0008                         *CURRENT SURVEY CONTROL
 SM0008  ___________________________________________________________________
 SM0008* NAD 83(1986)-  47 49 30.     (N)    098 26 20.     (W)     SCALED    
 SM0008* NAVD 88     -       444.697  (meters)    1458.98   (feet)  ADJUSTED  
 SM0008  ___________________________________________________________________
 SM0008  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 SM0008  DYNAMIC HT  -         444.771 (meters)    1459.22  (feet)  COMP
 SM0008  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 SM0008
 SM0008  VERT ORDER  -  SECOND    CLASS 0
 SM0008
 SM0008.The horizontal coordinates were scaled from a topographic map and have
 SM0008.an estimated accuracy of +/- 6 seconds.
 SM0008
 SM0008.The orthometric height was determined by differential leveling
 SM0008.and adjusted by the National Geodetic Survey in June 1991..
 SM0008.WARNING-Repeat measurements at this control monument indicate possible
 SM0008.vertical movement.
 SM0008
 SM0008.The geoid height was determined by GEOID03.
 SM0008
 SM0008.The dynamic height is computed by dividing the NAVD 88
 SM0008.geopotential number by the normal gravity value computed on the
 SM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0008.degrees latitude (g = 980.6199 gals.).
 SM0008
 SM0008.The modeled gravity was interpolated from observed gravity values.
 SM0008
 SM0008;                    North         East    Units  Estimated Accuracy
 SM0008;SPC ND N     -    93,790.      754,300.      MT  (+/- 180 meters Scaled)
 SM0008
 SM0008                          SUPERSEDED SURVEY CONTROL
 SM0008
 SM0008  NGVD 29 (??/??/92)  444.348  (m)         1457.83   (f) ADJ UNCH    2 0
 SM0008
 SM0008.Superseded values are not recommended for survey control.
 SM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0008.See file dsdata.txt to determine how the superseded data were derived.
 SM0008
 SM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419970(NAD 83)
 SM0008_MARKER: DB = BENCH MARK DISK
 SM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0008_STAMPING: D 118 1934
 SM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0008+STABILITY: SURFACE MOTION
 SM0008
 SM0008  HISTORY     - Date     Condition        Report By
 SM0008  HISTORY     - 1934     MONUMENTED       CGS
 SM0008  HISTORY     - 1963     GOOD             NGS
 SM0008
 SM0008                          STATION DESCRIPTION
 SM0008
 SM0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0008'IN TOLNA.
 SM0008'ABOUT 2 TELEPHONE POLES EAST OF THE GREAT NORTHERN RAILWAY STATION AT
 SM0008'TOLNA, 212 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD CROSSING, 6
 SM0008'POLES EAST OF MILEPOST 91, 77 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 SM0008'TRACK, 191 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 54 FEET
 SM0008'SOUTH OF THE SOUTHEAST CORNER OF BUILDING, 7 1/2 FEET WEST OF A
 SM0008'TELEPHONE POLE, 1.5 FEET EAST OF A METAL WITNESS POST AND SET IN THE
 SM0008'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0852 ***********************************************************************
 SN0852  DESIGNATION -  D 12
 SN0852  PID         -  SN0852
 SN0852  STATE/COUNTY-  ND/MCLEAN
 SN0852  USGS QUAD   -  WASHBURN NE (1980)
 SN0852
 SN0852                         *CURRENT SURVEY CONTROL
 SN0852  ___________________________________________________________________
 SN0852* NAD 83(1986)-  47 25 43.     (N)    101 07 15.     (W)     SCALED    
 SN0852* NAVD 88     -       611.311  (meters)    2005.61   (feet)  ADJUSTED  
 SN0852  ___________________________________________________________________
 SN0852  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 SN0852  DYNAMIC HT  -         611.354 (meters)    2005.75  (feet)  COMP
 SN0852  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 SN0852
 SN0852  VERT ORDER  -  FIRST     CLASS II
 SN0852
 SN0852.The horizontal coordinates were scaled from a topographic map and have
 SN0852.an estimated accuracy of +/- 6 seconds.
 SN0852
 SN0852.The orthometric height was determined by differential leveling
 SN0852.and adjusted by the National Geodetic Survey in June 1991..
 SN0852
 SN0852.The geoid height was determined by GEOID03.
 SN0852
 SN0852.The dynamic height is computed by dividing the NAVD 88
 SN0852.geopotential number by the normal gravity value computed on the
 SN0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0852.degrees latitude (g = 980.6199 gals.).
 SN0852
 SN0852.The modeled gravity was interpolated from observed gravity values.
 SN0852
 SN0852;                    North         East    Units  Estimated Accuracy
 SN0852;SPC ND N     -    47,840.      553,160.      MT  (+/- 180 meters Scaled)
 SN0852
 SN0852                          SUPERSEDED SURVEY CONTROL
 SN0852
 SN0852.No superseded survey control is available for this station.
 SN0852
 SN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT400549(NAD 83)
 SN0852_MARKER: DB = BENCH MARK DISK
 SN0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0852_STAMPING: D 12 1927 2004.205
 SN0852_MARK LOGO: CGS   
 SN0852_PROJECTION: FLUSH
 SN0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0852+STABILITY: SURFACE MOTION
 SN0852
 SN0852  HISTORY     - Date     Condition        Report By
 SN0852  HISTORY     - 1927     MONUMENTED       CGS
 SN0852  HISTORY     - 1962     GOOD             NGS
 SN0852  HISTORY     - 1982     GOOD             NGS
 SN0852
 SN0852                          STATION DESCRIPTION
 SN0852
 SN0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0852'2 MI SE FROM UNDERWOOD.
 SN0852'2 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD STATION
 SN0852'AT UNDERWOOD, 5 POLES NORTHWEST OF MILEPOLE NO 505, 29 FEET WEST OF
 SN0852'THE WEST RAIL, 18 FEET EAST OF A TELEGRAPH POLE, 2.4 FEET NORTH OF A
 SN0852'WITNESS POST, ABOUT 2 FEET ABOVE THE TRACK, A DISK IN THE TOP OF A
 SN0852'CONCRETE POST PROJECTING 0.6 FOOT.
 SN0852
 SN0852                          STATION RECOVERY (1982)
 SN0852
 SN0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0852'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0852'3.3 KM (2.05 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0852'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI) NORTH OF
 SN0852'RAILROAD MILEPOST 505, 84.7 METERS (277.9 FT) WEST OF THE CENTERLINE
 SN0852'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 82.3 METERS (270.0 FT) SOUTH
 SN0852'OF THE CENTER OF A FIELD ROAD LEADING WEST AND 8.8 METERS (28.9 FT)
 SN0852'WEST OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 SN0852'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 SN0852'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0718 ***********************************************************************
 SM0718  DESIGNATION -  D 120 RESET
 SM0718  PID         -  SM0718
 SM0718  STATE/COUNTY-  ND/EDDY
 SM0718  USGS QUAD   -  LAKE COE (1961)
 SM0718
 SM0718                         *CURRENT SURVEY CONTROL
 SM0718  ___________________________________________________________________
 SM0718* NAD 83(1986)-  47 41 09.     (N)    098 38 16.     (W)     SCALED    
 SM0718* NAVD 88     -       505.84   (+/-2cm)    1659.6    (feet)  VERTCON   
 SM0718  ___________________________________________________________________
 SM0718  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM0718
 SM0718  VERT ORDER  -  THIRD (See Below)
 SM0718
 SM0718.The horizontal coordinates were scaled from a topographic map and have
 SM0718.an estimated accuracy of +/- 6 seconds.
 SM0718
 SM0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0718.The vertical order pertains to the NGVD 29 superseded value.
 SM0718
 SM0718.The geoid height was determined by GEOID03.
 SM0718
 SM0718;                    North         East    Units  Estimated Accuracy
 SM0718;SPC ND N     -    77,940.      739,790.      MT  (+/- 180 meters Scaled)
 SM0718
 SM0718                          SUPERSEDED SURVEY CONTROL
 SM0718
 SM0718  NGVD 29 (??/??/??)  505.47   (m)         1658.4    (f) RESET       3  
 SM0718
 SM0718.Superseded values are not recommended for survey control.
 SM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0718.See file dsdata.txt to determine how the superseded data were derived.
 SM0718
 SM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT271814(NAD 83)
 SM0718_MARKER: DB = BENCH MARK DISK
 SM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0718_STAMPING: D 120 RESET 1961
 SM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0718+STABILITY: SURFACE MOTION
 SM0718
 SM0718  HISTORY     - Date     Condition        Report By
 SM0718  HISTORY     - 1961     MONUMENTED       CGS
 SM0718
 SM0718                          STATION DESCRIPTION
 SM0718
 SM0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0718'10.6 MI NW FROM MCHENRY.
 SM0718'THIS MARK IS LOCATED ABOUT 8 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 SM0718'MCHENRY, THENCE WEST ALONG STATE HIGHWAY 15 FOR ABOUT 2.6 MILES,
 SM0718'BETWEEN TWO HIGH HILLS, ON THE NORTH SLOPE OF A LOW ROCKY HILL AND
 SM0718'ABOUT 128 FEET SOUTH OF THE CENTERLINE OF THE NEW PROPOSED HIGHWAY,
 SM0718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0005 ***********************************************************************
 SN0005  DESIGNATION -  D 122
 SN0005  PID         -  SN0005
 SN0005  STATE/COUNTY-  ND/PIERCE
 SN0005  USGS QUAD   -  CLIFTON (1986)
 SN0005
 SN0005                         *CURRENT SURVEY CONTROL
 SN0005  ___________________________________________________________________
 SN0005* NAD 83(1986)-  47 54 17.     (N)    100 06 45.     (W)     SCALED    
 SN0005* NAVD 88     -       480.330  (meters)    1575.88   (feet)  ADJUSTED  
 SN0005  ___________________________________________________________________
 SN0005  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 SN0005  DYNAMIC HT  -         480.400 (meters)    1576.11  (feet)  COMP
 SN0005  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 SN0005
 SN0005  VERT ORDER  -  SECOND    CLASS 0
 SN0005
 SN0005.The horizontal coordinates were scaled from a topographic map and have
 SN0005.an estimated accuracy of +/- 6 seconds.
 SN0005
 SN0005.The orthometric height was determined by differential leveling
 SN0005.and adjusted by the National Geodetic Survey in June 1991..
 SN0005
 SN0005.The geoid height was determined by GEOID03.
 SN0005
 SN0005.The dynamic height is computed by dividing the NAVD 88
 SN0005.geopotential number by the normal gravity value computed on the
 SN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0005.degrees latitude (g = 980.6199 gals.).
 SN0005
 SN0005.The modeled gravity was interpolated from observed gravity values.
 SN0005
 SN0005;                    North         East    Units  Estimated Accuracy
 SN0005;SPC ND N     -   100,660.      628,970.      MT  (+/- 180 meters Scaled)
 SN0005
 SN0005                          SUPERSEDED SURVEY CONTROL
 SN0005
 SN0005  NGVD 29 (??/??/92)  479.955  (m)         1574.65   (f) ADJ UNCH    2 0
 SN0005
 SN0005.Superseded values are not recommended for survey control.
 SN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0005.See file dsdata.txt to determine how the superseded data were derived.
 SN0005
 SN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU168063(NAD 83)
 SN0005_MARKER: DB = BENCH MARK DISK
 SN0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0005_SP_SET: CULVERT
 SN0005_STAMPING: D 122 1934
 SN0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0005
 SN0005  HISTORY     - Date     Condition        Report By
 SN0005  HISTORY     - 1934     MONUMENTED       CGS
 SN0005  HISTORY     - 1956     GOOD             USGS
 SN0005
 SN0005                          STATION DESCRIPTION
 SN0005
 SN0005'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 SN0005'5.7 MI SE FROM AYLMER.
 SN0005'AYLMER, 2.0 MILES S AND 3.7 MI E OF RR CROSSING, NEAR CORNER SECTIONS
 SN0005'10, 11, 14 AND 15, T 151 N, R 74 W, LOCATED IN THE NE WINGWALL OF
 SN0005'CONCRETE RR OVERPASS, 48 FT E OF CENTERLINE OF N-S ROAD, 7 FT W OF
 SN0005'MILEPOST 172.9.  1.5 FT BELOW TOP OF RAIL, 15.4 FT ABOVE ROAD SURFACE.
 SN0005'A STANDARD DISK STAMPED D 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0354 ***********************************************************************
 TF0354  DESIGNATION -  D 123
 TF0354  PID         -  TF0354
 TF0354  STATE/COUNTY-  ND/MCHENRY
 TF0354  USGS QUAD   -  SIMCOE (1949)
 TF0354
 TF0354                         *CURRENT SURVEY CONTROL
 TF0354  ___________________________________________________________________
 TF0354* NAD 83(1986)-  48 08 07.     (N)    100 47 56.     (W)     SCALED    
 TF0354* NAVD 88     -       476.278  (meters)    1562.59   (feet)  ADJUSTED  
 TF0354  ___________________________________________________________________
 TF0354  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF0354  DYNAMIC HT  -         476.351 (meters)    1562.83  (feet)  COMP
 TF0354  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TF0354
 TF0354  VERT ORDER  -  SECOND    CLASS 0
 TF0354
 TF0354.The horizontal coordinates were scaled from a topographic map and have
 TF0354.an estimated accuracy of +/- 6 seconds.
 TF0354
 TF0354.The orthometric height was determined by differential leveling
 TF0354.and adjusted by the National Geodetic Survey in June 1991..
 TF0354
 TF0354.The geoid height was determined by GEOID03.
 TF0354
 TF0354.The dynamic height is computed by dividing the NAVD 88
 TF0354.geopotential number by the normal gravity value computed on the
 TF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0354.degrees latitude (g = 980.6199 gals.).
 TF0354
 TF0354.The modeled gravity was interpolated from observed gravity values.
 TF0354
 TF0354;                    North         East    Units  Estimated Accuracy
 TF0354;SPC ND N     -   126,270.      577,760.      MT  (+/- 180 meters Scaled)
 TF0354
 TF0354                          SUPERSEDED SURVEY CONTROL
 TF0354
 TF0354  NGVD 29 (??/??/92)  475.905  (m)         1561.37   (f) ADJ UNCH    2 0
 TF0354
 TF0354.Superseded values are not recommended for survey control.
 TF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0354.See file dsdata.txt to determine how the superseded data were derived.
 TF0354
 TF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU661329(NAD 83)
 TF0354_MARKER: DB = BENCH MARK DISK
 TF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0354_STAMPING: D 123 1934
 TF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0354+STABILITY: SURFACE MOTION
 TF0354
 TF0354  HISTORY     - Date     Condition        Report By
 TF0354  HISTORY     - 1934     MONUMENTED       CGS
 TF0354  HISTORY     - 1962     GOOD             NGS
 TF0354
 TF0354                          STATION DESCRIPTION
 TF0354
 TF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0354'3.5 MI SE FROM SIMCOE.
 TF0354'ABOUT 3.5 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0354'STATION AT SIMCOE, ABOUT 0.35 MILE NORTHWEST OF MILEPOST 208, AT A
 TF0354'GRAVELED ROAD CROSSING, 76 FEET SOUTHEAST OF THE CENTERLINE OF THE
 TF0354'CROSSING, 36 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET NORTHWEST OF
 TF0354'A TELEGRAPH POLE, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK IN THE TOP
 TF0354'OF A CONCRETE POST PROJECTING 0.1 FOOT.  NOTE-- 2.9 MILE NORTHWEST OF
 TF0354'THE RAILROAD STATION AT VERENDRYE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0577 ***********************************************************************
 TF0577  DESIGNATION -  D 124
 TF0577  PID         -  TF0577
 TF0577  STATE/COUNTY-  ND/RENVILLE
 TF0577  USGS QUAD   -  GLENBURN (1979)
 TF0577
 TF0577                         *CURRENT SURVEY CONTROL
 TF0577  ___________________________________________________________________
 TF0577* NAD 83(1986)-  48 30 01.     (N)    101 12 26.     (W)     SCALED    
 TF0577* NAVD 88     -       476.388  (meters)    1562.95   (feet)  ADJUSTED  
 TF0577  ___________________________________________________________________
 TF0577  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 TF0577  DYNAMIC HT  -         476.480 (meters)    1563.25  (feet)  COMP
 TF0577  MODELED GRAV-     980,788.7   (mgal)                       NAVD 88
 TF0577
 TF0577  VERT ORDER  -  SECOND    CLASS 0
 TF0577
 TF0577.The horizontal coordinates were scaled from a topographic map and have
 TF0577.an estimated accuracy of +/- 6 seconds.
 TF0577
 TF0577.The orthometric height was determined by differential leveling
 TF0577.and adjusted by the National Geodetic Survey in June 1991..
 TF0577
 TF0577.The geoid height was determined by GEOID03.
 TF0577
 TF0577.The dynamic height is computed by dividing the NAVD 88
 TF0577.geopotential number by the normal gravity value computed on the
 TF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0577.degrees latitude (g = 980.6199 gals.).
 TF0577
 TF0577.The modeled gravity was interpolated from observed gravity values.
 TF0577
 TF0577;                    North         East    Units  Estimated Accuracy
 TF0577;SPC ND N     -   167,050.      547,740.      MT  (+/- 180 meters Scaled)
 TF0577
 TF0577                          SUPERSEDED SURVEY CONTROL
 TF0577
 TF0577  NGVD 29 (??/??/92)  476.028  (m)         1561.77   (f) ADJ UNCH    2 0
 TF0577
 TF0577.Superseded values are not recommended for survey control.
 TF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0577.See file dsdata.txt to determine how the superseded data were derived.
 TF0577
 TF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU369742(NAD 83)
 TF0577_MARKER: DB = BENCH MARK DISK
 TF0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0577_STAMPING: D 124 1934
 TF0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0577+STABILITY: SURFACE MOTION
 TF0577
 TF0577  HISTORY     - Date     Condition        Report By
 TF0577  HISTORY     - 1934     MONUMENTED       CGS
 TF0577  HISTORY     - 1935     GOOD             NGS
 TF0577
 TF0577                          STATION DESCRIPTION
 TF0577
 TF0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0577'1.2 MI SE FROM GLENBURN.
 TF0577'1.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0577'AT GLENBURN, RENVILLE COUNTY, 3-1/3 POLES NORTHWEST OF MILEPOST 23,
 TF0577'4-2/3 POLES SOUTHEAST POLES SOUTHEAST OF AN EAST-AND-WEST PUBLIC-ROAD
 TF0577'CROSSING, 41 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 51 FEET
 TF0577'NORTHWEST OF A POLE, 9 FEET SOUTHWEST OF A FENCE, AND 4 FEET LOWER
 TF0577'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 124 1934 AND SET
 TF0577'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0826 ***********************************************************************
 SM0826  DESIGNATION -  D 125
 SM0826  PID         -  SM0826
 SM0826  STATE/COUNTY-  ND/STUTSMAN
 SM0826  USGS QUAD   -  WOODWORTH (1986)
 SM0826
 SM0826                         *CURRENT SURVEY CONTROL
 SM0826  ___________________________________________________________________
 SM0826* NAD 83(1986)-  47 08 24.     (N)    099 18 12.     (W)     SCALED    
 SM0826* NAVD 88     -       614.770  (meters)    2016.96   (feet)  ADJUSTED  
 SM0826  ___________________________________________________________________
 SM0826  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SM0826  DYNAMIC HT  -         614.800 (meters)    2017.06  (feet)  COMP
 SM0826  MODELED GRAV-     980,641.2   (mgal)                       NAVD 88
 SM0826
 SM0826  VERT ORDER  -  SECOND    CLASS 0
 SM0826
 SM0826.The horizontal coordinates were scaled from a topographic map and have
 SM0826.an estimated accuracy of +/- 6 seconds.
 SM0826
 SM0826.The orthometric height was determined by differential leveling
 SM0826.and adjusted by the National Geodetic Survey in June 1991..
 SM0826
 SM0826.The geoid height was determined by GEOID03.
 SM0826
 SM0826.The dynamic height is computed by dividing the NAVD 88
 SM0826.geopotential number by the normal gravity value computed on the
 SM0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0826.degrees latitude (g = 980.6199 gals.).
 SM0826
 SM0826.The modeled gravity was interpolated from observed gravity values.
 SM0826
 SM0826;                    North         East    Units  Estimated Accuracy
 SM0826;SPC ND S     -   164,460.      690,770.      MT  (+/- 180 meters Scaled)
 SM0826
 SM0826                          SUPERSEDED SURVEY CONTROL
 SM0826
 SM0826  NGVD 29 (??/??/92)  614.335  (m)         2015.53   (f) ADJ UNCH    2 0
 SM0826
 SM0826.Superseded values are not recommended for survey control.
 SM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0826.See file dsdata.txt to determine how the superseded data were derived.
 SM0826
 SM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT769207(NAD 83)
 SM0826_MARKER: DB = BENCH MARK DISK
 SM0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0826_STAMPING: D 125 1934
 SM0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0826+STABILITY: SURFACE MOTION
 SM0826
 SM0826  HISTORY     - Date     Condition        Report By
 SM0826  HISTORY     - 1934     MONUMENTED       CGS
 SM0826  HISTORY     - 1960     GOOD             NGS
 SM0826  HISTORY     - 1972     MARK NOT FOUND   USGS
 SM0826
 SM0826                          STATION DESCRIPTION
 SM0826
 SM0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0826'IN WOODWORTH.
 SM0826'AT WOODWORTH, STUTSMAN COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT
 SM0826'160 FEET EAST OF THE STATION, ABOUT 100 FEET WEST OF A GRADE CROSSING,
 SM0826'39 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET NORTH OF A POLE,
 SM0826'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 SM0826'STAMPED D 125 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT IS
 SM0826'NOW ABOUT 61 FEET EAST OF THE EAST END OF A GRAIN ELEVATOR.
 SM0826
 SM0826                          STATION RECOVERY (1972)
 SM0826
 SM0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SM0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0112 ***********************************************************************
 RR0112  DESIGNATION -  D 128
 RR0112  PID         -  RR0112
 RR0112  STATE/COUNTY-  ND/MORTON
 RR0112  USGS QUAD   -  CANNON BALL (1968)
 RR0112
 RR0112                         *CURRENT SURVEY CONTROL
 RR0112  ___________________________________________________________________
 RR0112* NAD 83(1986)-  46 26 16.     (N)    100 35 52.     (W)     SCALED    
 RR0112* NAVD 88     -       493.028  (meters)    1617.54   (feet)  ADJUSTED  
 RR0112  ___________________________________________________________________
 RR0112  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0112  DYNAMIC HT  -         493.022 (meters)    1617.52  (feet)  COMP
 RR0112  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RR0112
 RR0112  VERT ORDER  -  SECOND    CLASS 0
 RR0112
 RR0112.The horizontal coordinates were scaled from a topographic map and have
 RR0112.an estimated accuracy of +/- 6 seconds.
 RR0112
 RR0112.The orthometric height was determined by differential leveling
 RR0112.and adjusted by the National Geodetic Survey in June 1991..
 RR0112
 RR0112.The geoid height was determined by GEOID03.
 RR0112
 RR0112.The dynamic height is computed by dividing the NAVD 88
 RR0112.geopotential number by the normal gravity value computed on the
 RR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0112.degrees latitude (g = 980.6199 gals.).
 RR0112
 RR0112.The modeled gravity was interpolated from observed gravity values.
 RR0112
 RR0112;                    North         East    Units  Estimated Accuracy
 RR0112;SPC ND S     -    85,720.      592,490.      MT  (+/- 180 meters Scaled)
 RR0112
 RR0112                          SUPERSEDED SURVEY CONTROL
 RR0112
 RR0112  NGVD 29 (??/??/92)  492.618  (m)         1616.20   (f) ADJ UNCH    2 0
 RR0112
 RR0112.Superseded values are not recommended for survey control.
 RR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0112.See file dsdata.txt to determine how the superseded data were derived.
 RR0112
 RR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS772439(NAD 83)
 RR0112_MARKER: DB = BENCH MARK DISK
 RR0112_SETTING: 80 = SET IN A BOULDER
 RR0112_SP_SET: BOULDER
 RR0112_STAMPING: D 128 1934
 RR0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0112+STABILITY: SURFACE MOTION
 RR0112
 RR0112  HISTORY     - Date     Condition        Report By
 RR0112  HISTORY     - 1934     MONUMENTED       CGS
 RR0112  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0112
 RR0112                          STATION DESCRIPTION
 RR0112
 RR0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0112'2.5 MI N FROM CANNON BALL.
 RR0112'IN MORTON COUNTY, ABOUT 2.5 MILES NORTH ALONG THE NORTHERN PACIFIC
 RR0112'RAILWAY FROM THE WATER TANK AT CANNON BALL, SIOUX COUNTY, ABOUT 611
 RR0112'FEET NORTH OF THE NORTH END OF BRIDGE 33, 21 FEET WEST OF THE CENTER
 RR0112'LINE OF THE TRACK, IN A BOULDER, AND ABOUT 3 FEET HIGHER THAN THE TOP
 RR0112'OF THE RAIL.  A STANDARD DISK, STAMPED D 128 1934.
 RR0112
 RR0112                          STATION RECOVERY (1967)
 RR0112
 RR0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0161 ***********************************************************************
 RR0161  DESIGNATION -  D 129
 RR0161  PID         -  RR0161
 RR0161  STATE/COUNTY-  ND/SIOUX
 RR0161  USGS QUAD   -  FORT YATES (1968)
 RR0161
 RR0161                         *CURRENT SURVEY CONTROL
 RR0161  ___________________________________________________________________
 RR0161* NAD 83(1986)-  46 02 07.     (N)    100 44 02.     (W)     SCALED    
 RR0161* NAVD 88     -       549.760  (meters)    1803.67   (feet)  ADJUSTED  
 RR0161  ___________________________________________________________________
 RR0161  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RR0161  DYNAMIC HT  -         549.733 (meters)    1803.58  (feet)  COMP
 RR0161  MODELED GRAV-     980,547.5   (mgal)                       NAVD 88
 RR0161
 RR0161  VERT ORDER  -  SECOND    CLASS 0
 RR0161
 RR0161.The horizontal coordinates were scaled from a topographic map and have
 RR0161.an estimated accuracy of +/- 6 seconds.
 RR0161
 RR0161.The orthometric height was determined by differential leveling
 RR0161.and adjusted by the National Geodetic Survey in June 1991..
 RR0161
 RR0161.The geoid height was determined by GEOID03.
 RR0161
 RR0161.The dynamic height is computed by dividing the NAVD 88
 RR0161.geopotential number by the normal gravity value computed on the
 RR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0161.degrees latitude (g = 980.6199 gals.).
 RR0161
 RR0161.The modeled gravity was interpolated from observed gravity values.
 RR0161
 RR0161;                    North         East    Units  Estimated Accuracy
 RR0161;SPC ND S     -    41,000.      581,890.      MT  (+/- 180 meters Scaled)
 RR0161
 RR0161                          SUPERSEDED SURVEY CONTROL
 RR0161
 RR0161  NGVD 29 (??/??/92)  549.360  (m)         1802.36   (f) ADJ UNCH    2 0
 RR0161
 RR0161.Superseded values are not recommended for survey control.
 RR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0161.See file dsdata.txt to determine how the superseded data were derived.
 RR0161
 RR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR658994(NAD 83)
 RR0161_MARKER: DB = BENCH MARK DISK
 RR0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0161_SP_SET: CULVERT
 RR0161_STAMPING: D 129 1934
 RR0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0161
 RR0161  HISTORY     - Date     Condition        Report By
 RR0161  HISTORY     - 1934     MONUMENTED       CGS
 RR0161  HISTORY     - 1956     GOOD             NGS
 RR0161  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0161
 RR0161                          STATION DESCRIPTION
 RR0161
 RR0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0161'6.5 MI SW FROM FORT YATES.
 RR0161'6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0161'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0161'SIOUX COUNTY, AT THE BOTTOM OF A DRAW, AT A LARGE BOX-CULVERT, IN THE
 RR0161'CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD WALL, AND ABOUT 2 FEET
 RR0161'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 129 1934.
 RR0161
 RR0161                          STATION RECOVERY (1967)
 RR0161
 RR0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0594 ***********************************************************************
 SN0594  DESIGNATION -  D 13
 SN0594  PID         -  SN0594
 SN0594  STATE/COUNTY-  ND/WARD
 SN0594  USGS QUAD   -  MAX NE (1980)
 SN0594
 SN0594                         *CURRENT SURVEY CONTROL
 SN0594  ___________________________________________________________________
 SN0594* NAD 83(1986)-  47 58 46.     (N)    101 17 37.     (W)     SCALED    
 SN0594* NAVD 88     -       656.414  (meters)    2153.58   (feet)  POSTED    
 SN0594  ___________________________________________________________________
 SN0594  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SN0594  DYNAMIC HT  -         656.500 (meters)    2153.87  (feet)  COMP
 SN0594  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 SN0594
 SN0594  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SN0594
 SN0594.The horizontal coordinates were scaled from a topographic map and have
 SN0594.an estimated accuracy of +/- 6 seconds.
 SN0594
 SN0594.The orthometric height was determined by differential leveling
 SN0594.and adjusted by the National Geodetic Survey in 1992..
 SN0594.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SN0594.rate of 0.0 thru 1.0 mm/km.
 SN0594
 SN0594.The geoid height was determined by GEOID03.
 SN0594
 SN0594.The dynamic height is computed by dividing the NAVD 88
 SN0594.geopotential number by the normal gravity value computed on the
 SN0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0594.degrees latitude (g = 980.6199 gals.).
 SN0594
 SN0594.The modeled gravity was interpolated from observed gravity values.
 SN0594
 SN0594;                    North         East    Units  Estimated Accuracy
 SN0594;SPC ND N     -   109,200.      540,760.      MT  (+/- 180 meters Scaled)
 SN0594
 SN0594                          SUPERSEDED SURVEY CONTROL
 SN0594
 SN0594.No superseded survey control is available for this station.
 SN0594
 SN0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU288165(NAD 83)
 SN0594_MARKER: DB = BENCH MARK DISK
 SN0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0594+STABILITY: SURFACE MOTION
 SN0594
 SN0594  HISTORY     - Date     Condition        Report By
 SN0594  HISTORY     - UNK      MONUMENTED       CGS
 SN0594  HISTORY     - 1927     GOOD             NGS
 SN0594  HISTORY     - 1977     GOOD             NDHD
 SN0594
 SN0594                          STATION DESCRIPTION
 SN0594
 SN0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 SN0594'10.0 MI N FROM MAX.
 SN0594'AT THE INTERSECTION OF HIGHWAY NO. 6 AND A SECTION ROAD.  250 FT. S.
 SN0594'W. OF A DESERTED SCHOOL HOUSE ON A HILL.  42 FT. W. OF THE CENTER OF
 SN0594'HIGHWAY NO. 6.  19 1/2 FT. N.W. OF THE CENTER OF A CONCRETE HEAD WALL
 SN0594'OF THE N. END OF AN 18 IN. PIPE CULVERT.  4 1/2 FT. S. OF AN E. AND W.
 SN0594'SECTION LINE FENCE.  100 FT. S.W. OF TELEPHONE POLE NO. 3543. STANDARD
 SN0594'BRASS B. M. TABLET SET IN A CONCRETE POST EXTENDING ABOUT 6 IN. ABOVE
 SN0594'THE GROUND.
 SN0594
 SN0594                          STATION RECOVERY (1977)
 SN0594
 SN0594'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0595 ***********************************************************************
 SN0595  DESIGNATION -  D 13 RESET
 SN0595  PID         -  SN0595
 SN0595  STATE/COUNTY-  ND/WARD
 SN0595  USGS QUAD   -  MAX NE (1980)
 SN0595
 SN0595                         *CURRENT SURVEY CONTROL
 SN0595  ___________________________________________________________________
 SN0595* NAD 83(1986)-  47 58 45.     (N)    101 17 37.     (W)     SCALED    
 SN0595* NAVD 88     -       657.341  (meters)    2156.63   (feet)  ADJUSTED  
 SN0595  ___________________________________________________________________
 SN0595  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SN0595  DYNAMIC HT  -         657.424 (meters)    2156.90  (feet)  COMP
 SN0595  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SN0595
 SN0595  VERT ORDER  -  FIRST     CLASS II
 SN0595
 SN0595.The horizontal coordinates were scaled from a topographic map and have
 SN0595.an estimated accuracy of +/- 6 seconds.
 SN0595
 SN0595.The orthometric height was determined by differential leveling
 SN0595.and adjusted by the National Geodetic Survey in June 1991..
 SN0595
 SN0595.The geoid height was determined by GEOID03.
 SN0595
 SN0595.The dynamic height is computed by dividing the NAVD 88
 SN0595.geopotential number by the normal gravity value computed on the
 SN0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0595.degrees latitude (g = 980.6199 gals.).
 SN0595
 SN0595.The modeled gravity was interpolated from observed gravity values.
 SN0595
 SN0595;                    North         East    Units  Estimated Accuracy
 SN0595;SPC ND N     -   109,170.      540,760.      MT  (+/- 180 meters Scaled)
 SN0595
 SN0595                          SUPERSEDED SURVEY CONTROL
 SN0595
 SN0595  NGVD 29 (??/??/92)  656.952  (m)         2155.35   (f) ADJ UNCH    1 2
 SN0595
 SN0595.Superseded values are not recommended for survey control.
 SN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0595.See file dsdata.txt to determine how the superseded data were derived.
 SN0595
 SN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU288165(NAD 83)
 SN0595_MARKER: DB = BENCH MARK DISK
 SN0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0595_STAMPING: D13 RESET 1957
 SN0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0595+STABILITY: SURFACE MOTION
 SN0595
 SN0595  HISTORY     - Date     Condition        Report By
 SN0595  HISTORY     - 1957     MONUMENTED       CGS
 SN0595  HISTORY     - 1962     GOOD             NGS
 SN0595  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0595
 SN0595                          STATION DESCRIPTION
 SN0595
 SN0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0595'10.4 MI N FROM MAX.
 SN0595'ABOUT 10.4 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL
 SN0595'BUILDING, AT A ROAD INTERSECTION, GRADED ROAD EAST AND STATE HIGHWAY
 SN0595'23 WEST, 172 FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION, 97
 SN0595'FEET WEST OF THE CENTERLINE OF THE U.S. HIGHWAY 83, 143 FEET NORTH OF
 SN0595'THE CENTERLINE OF STATE HIGHWAY 23, 19 FEET NORTH OF A POWER POLE, 2.5
 SN0595'FEET EAST OF THE LINE OF POLES, 1.4 FEET SOUTHEAST OF A WITNESS POST,
 SN0595'2 FEET BELOW THE U.S. HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST
 SN0595'PROJECTING 0.4 OF A FOOT.
 SN0595
 SN0595                          STATION RECOVERY (1982)
 SN0595
 SN0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0194 ***********************************************************************
 RR0194  DESIGNATION -  D 130
 RR0194  PID         -  RR0194
 RR0194  STATE/COUNTY-  ND/MORTON
 RR0194  USGS QUAD   -  SOLEN SW (1971)
 RR0194
 RR0194                         *CURRENT SURVEY CONTROL
 RR0194  ___________________________________________________________________
 RR0194* NAD 83(1986)-  46 22 12.     (N)    100 58 37.     (W)     SCALED    
 RR0194* NAVD 88     -       525.831  (meters)    1725.16   (feet)  ADJUSTED  
 RR0194  ___________________________________________________________________
 RR0194  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RR0194  DYNAMIC HT  -         525.815 (meters)    1725.11  (feet)  COMP
 RR0194  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 RR0194
 RR0194  VERT ORDER  -  SECOND    CLASS 0
 RR0194
 RR0194.The horizontal coordinates were scaled from a topographic map and have
 RR0194.an estimated accuracy of +/- 6 seconds.
 RR0194
 RR0194.The orthometric height was determined by differential leveling
 RR0194.and adjusted by the National Geodetic Survey in June 1991..
 RR0194
 RR0194.The geoid height was determined by GEOID03.
 RR0194
 RR0194.The dynamic height is computed by dividing the NAVD 88
 RR0194.geopotential number by the normal gravity value computed on the
 RR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0194.degrees latitude (g = 980.6199 gals.).
 RR0194
 RR0194.The modeled gravity was interpolated from observed gravity values.
 RR0194
 RR0194;                    North         East    Units  Estimated Accuracy
 RR0194;SPC ND S     -    78,290.      563,300.      MT  (+/- 180 meters Scaled)
 RR0194
 RR0194                          SUPERSEDED SURVEY CONTROL
 RR0194
 RR0194  NGVD 29 (??/??/92)  525.394  (m)         1723.73   (f) ADJ UNCH    2 0
 RR0194
 RR0194.Superseded values are not recommended for survey control.
 RR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0194.See file dsdata.txt to determine how the superseded data were derived.
 RR0194
 RR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS479370(NAD 83)
 RR0194_MARKER: DB = BENCH MARK DISK
 RR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0194_STAMPING: D 130 1934
 RR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0194+STABILITY: SURFACE MOTION
 RR0194
 RR0194  HISTORY     - Date     Condition        Report By
 RR0194  HISTORY     - 1934     MONUMENTED       CGS
 RR0194  HISTORY     - 1975     GOOD             USGS
 RR0194
 RR0194                          STATION DESCRIPTION
 RR0194
 RR0194'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0194'1.7 MI W FROM BREIEN.
 RR0194'BREIEN, 1.6 MILES SOUTHWEST ALONG ROAD FROM THE POST OFFICE AT BREIEN,
 RR0194'MORTON COUNTY, AND THEN ABOUT 0.2 MILES SOUTHWEST ALONG OLD RR GRADE.
 RR0194'258 FEET SOUTHWEST ALONG OLD RR GRADE AND 47 FEET NORTHWEST (NORMAL TO
 RR0194'OLD RR GRADE) AND 5.9 FEET HIGHER THAN DRAIN X-ING AT OLD RR GRADE. A
 RR0194'STANDARD DISK SET IN THE TOP OF A CONCRETE POST SET EVEN WITH THE
 RR0194'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0404 ***********************************************************************
 RR0404  DESIGNATION -  D 15
 RR0404  PID         -  RR0404
 RR0404  STATE/COUNTY-  ND/MORTON
 RR0404  USGS QUAD   -  GLEN ULLIN SW (1970)
 RR0404
 RR0404                         *CURRENT SURVEY CONTROL
 RR0404  ___________________________________________________________________
 RR0404* NAD 83(1986)-  46 49 20.     (N)    101 52 42.     (W)     SCALED    
 RR0404* NAVD 88     -       642.163  (meters)    2106.83   (feet)  ADJUSTED  
 RR0404  ___________________________________________________________________
 RR0404  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 RR0404  DYNAMIC HT  -         642.158 (meters)    2106.81  (feet)  COMP
 RR0404  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RR0404
 RR0404  VERT ORDER  -  FIRST     CLASS II
 RR0404
 RR0404.The horizontal coordinates were scaled from a topographic map and have
 RR0404.an estimated accuracy of +/- 6 seconds.
 RR0404
 RR0404.The orthometric height was determined by differential leveling
 RR0404.and adjusted by the National Geodetic Survey in June 1991..
 RR0404.WARNING-Repeat measurements at this control monument indicate possible
 RR0404.vertical movement.
 RR0404
 RR0404.The geoid height was determined by GEOID03.
 RR0404
 RR0404.The dynamic height is computed by dividing the NAVD 88
 RR0404.geopotential number by the normal gravity value computed on the
 RR0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0404.degrees latitude (g = 980.6199 gals.).
 RR0404
 RR0404.The modeled gravity was interpolated from observed gravity values.
 RR0404
 RR0404;                    North         East    Units  Estimated Accuracy
 RR0404;SPC ND S     -   129,370.      494,830.      MT  (+/- 180 meters Scaled)
 RR0404
 RR0404                          SUPERSEDED SURVEY CONTROL
 RR0404
 RR0404  NGVD 29 (??/??/92)  641.724  (m)         2105.39   (f) ADJ UNCH    1 2
 RR0404
 RR0404.Superseded values are not recommended for survey control.
 RR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0404.See file dsdata.txt to determine how the superseded data were derived.
 RR0404
 RR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS804894(NAD 83)
 RR0404_MARKER: DB = BENCH MARK DISK
 RR0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0404_STAMPING: D-15 -- 1931
 RR0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0404+STABILITY: SURFACE MOTION
 RR0404
 RR0404  HISTORY     - Date     Condition        Report By
 RR0404  HISTORY     - 1931     MONUMENTED       CGS
 RR0404  HISTORY     - 1934     GOOD             NGS
 RR0404  HISTORY     - 1956     GOOD             NGS
 RR0404  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0404
 RR0404                          STATION DESCRIPTION
 RR0404
 RR0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RR0404'2.4 MI W FROM GLEN ULLIN.
 RR0404'2.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM GLEN ULLIN,
 RR0404'ABOUT 200 FEET EAST OF MILEPOST 60, AT A FARMROAD CROSSING, 54 FEET
 RR0404'WEST OF THE ROAD AND 40 FEET NORTH OF THE NORTH RAIL, IN LINE WITH A
 RR0404'ROW OF POLES.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 RR0404
 RR0404                          STATION RECOVERY (1956)
 RR0404
 RR0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0404'RECOVERED IN GOOD CONDITION.
 RR0404
 RR0404                          STATION RECOVERY (1982)
 RR0404
 RR0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0001 ***********************************************************************
 RR0001  DESIGNATION -  D 16
 RR0001  PID         -  RR0001
 RR0001  STATE/COUNTY-  ND/BURLEIGH
 RR0001  USGS QUAD   -  STERLING (1975)
 RR0001
 RR0001                         *CURRENT SURVEY CONTROL
 RR0001  ___________________________________________________________________
 RR0001* NAD 83(1986)-  46 48 05.     (N)    100 21 04.     (W)     SCALED    
 RR0001* NAVD 88     -       541.489  (meters)    1776.54   (feet)  ADJUSTED  
 RR0001  ___________________________________________________________________
 RR0001  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RR0001  DYNAMIC HT  -         541.500 (meters)    1776.57  (feet)  COMP
 RR0001  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 RR0001
 RR0001  VERT ORDER  -  FIRST     CLASS II
 RR0001
 RR0001.The horizontal coordinates were scaled from a topographic map and have
 RR0001.an estimated accuracy of +/- 6 seconds.
 RR0001
 RR0001.The orthometric height was determined by differential leveling
 RR0001.and adjusted by the National Geodetic Survey in June 1991..
 RR0001
 RR0001.The geoid height was determined by GEOID03.
 RR0001
 RR0001.The dynamic height is computed by dividing the NAVD 88
 RR0001.geopotential number by the normal gravity value computed on the
 RR0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0001.degrees latitude (g = 980.6199 gals.).
 RR0001
 RR0001.The modeled gravity was interpolated from observed gravity values.
 RR0001
 RR0001;                    North         East    Units  Estimated Accuracy
 RR0001;SPC ND S     -   126,140.      611,370.      MT  (+/- 180 meters Scaled)
 RR0001
 RR0001                          SUPERSEDED SURVEY CONTROL
 RR0001
 RR0001  NGVD 29 (??/??/92)  541.076  (m)         1775.18   (f) ADJ UNCH    1 2
 RR0001
 RR0001.Superseded values are not recommended for survey control.
 RR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0001.See file dsdata.txt to determine how the superseded data were derived.
 RR0001
 RR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS969839(NAD 83)
 RR0001_MARKER: DB = BENCH MARK DISK
 RR0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0001_STAMPING: 1775.180 D 16 1931
 RR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0001+STABILITY: SURFACE MOTION
 RR0001
 RR0001  HISTORY     - Date     Condition        Report By
 RR0001  HISTORY     - 1931     MONUMENTED       CGS
 RR0001  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0001  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0001
 RR0001                          STATION DESCRIPTION
 RR0001
 RR0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0001'2.5 MI E FROM MCKENZIE.
 RR0001'ABOUT 2.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM MCKENZIE,
 RR0001'BURLEIGH COUNTY, ABOUT 0.4 MILE EAST OF MILEPOST 173, ABOUT 0.2 MILE
 RR0001'EAST OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT 250 YARDS WEST OF
 RR0001'THE WEST END OF A LONG CUT, ABOUT 529 FEET SOUTHEAST OF SEMAPHORE
 RR0001'TOWER 1728, ABOUT 194 FEET WEST OF A WHISTLE POST, 45 FEET SOUTH OF
 RR0001'THE SOUTH RAIL, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD
 RR0001'DISK, STAMPED 1775.180 D 16 1931 AND SET IN THE TOP OF A CONCRETE POST
 RR0001'FLUSH WITH THE GROUND.
 RR0001
 RR0001                          STATION RECOVERY (1975)
 RR0001
 RR0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0001'MARK NOT FOUND.
 RR0001
 RR0001                          STATION RECOVERY (1982)
 RR0001
 RR0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0001'NOT SEARCHED FOR, INACCESSIBLE FOR LEVELS AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0122 ***********************************************************************
 TF0122  DESIGNATION -  D 170
 TF0122  PID         -  TF0122
 TF0122  STATE/COUNTY-  ND/BOTTINEAU
 TF0122  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF0122
 TF0122                         *CURRENT SURVEY CONTROL
 TF0122  ___________________________________________________________________
 TF0122* NAD 83(1986)-  48 59 42.     (N)    100 23 59.     (W)     SCALED    
 TF0122* NAVD 88     -       693.707  (meters)    2275.94   (feet)  ADJUSTED  
 TF0122  ___________________________________________________________________
 TF0122  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF0122  DYNAMIC HT  -         693.857 (meters)    2276.43  (feet)  COMP
 TF0122  MODELED GRAV-     980,803.5   (mgal)                       NAVD 88
 TF0122
 TF0122  VERT ORDER  -  SECOND    CLASS 0
 TF0122
 TF0122.The horizontal coordinates were scaled from a topographic map and have
 TF0122.an estimated accuracy of +/- 6 seconds.
 TF0122
 TF0122.The orthometric height was determined by differential leveling
 TF0122.and adjusted by the National Geodetic Survey in June 1991..
 TF0122
 TF0122.The geoid height was determined by GEOID03.
 TF0122
 TF0122.The dynamic height is computed by dividing the NAVD 88
 TF0122.geopotential number by the normal gravity value computed on the
 TF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0122.degrees latitude (g = 980.6199 gals.).
 TF0122
 TF0122.The modeled gravity was interpolated from observed gravity values.
 TF0122
 TF0122;                    North         East    Units  Estimated Accuracy
 TF0122;SPC ND N     -   221,830.      607,340.      MT  (+/- 180 meters Scaled)
 TF0122
 TF0122                          SUPERSEDED SURVEY CONTROL
 TF0122
 TF0122  NGVD 29 (??/??/92)  693.291  (m)         2274.57   (f) ADJ UNCH    2 0
 TF0122
 TF0122.Superseded values are not recommended for survey control.
 TF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0122.See file dsdata.txt to determine how the superseded data were derived.
 TF0122
 TF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV976278(NAD 83)
 TF0122_MARKER: DB = BENCH MARK DISK
 TF0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0122_STAMPING: D 170 1935
 TF0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0122+STABILITY: SURFACE MOTION
 TF0122
 TF0122  HISTORY     - Date     Condition        Report By
 TF0122  HISTORY     - 1935     MONUMENTED       CGS
 TF0122
 TF0122                          STATION DESCRIPTION
 TF0122
 TF0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0122'4.0 MI NW FROM METIGOSHE PARK.
 TF0122'4.0 MILES NORTHWEST ALONG A SECTION-LINE ROAD FROM THE M. WOODS HOUSE
 TF0122'AT METIGOSHE PARK, BOTTINEAU COUNTY, AT THE WILLIAM SKELLY PROPERTY,
 TF0122'65 YARDS NORTH OF THE CORNER OF SECTIONS 28, 29, 32 AND 33, T. 164 N.,
 TF0122'R. 75 W., 24.2 FEET SOUTHWEST OF A BLAZED 1-FOOT ELM, AND 22 FEET
 TF0122'NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 170
 TF0122'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0085 ***********************************************************************
 TF0085  DESIGNATION -  D 172
 TF0085  PID         -  TF0085
 TF0085  STATE/COUNTY-  ND/ROLETTE
 TF0085  USGS QUAD   -  DUNSEITH (1955)
 TF0085
 TF0085                         *CURRENT SURVEY CONTROL
 TF0085  ___________________________________________________________________
 TF0085* NAD 83(1986)-  48 45 06.     (N)    100 00 27.     (W)     SCALED    
 TF0085* NAVD 88     -       494.778  (meters)    1623.28   (feet)  POSTED    
 TF0085  ___________________________________________________________________
 TF0085  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TF0085  DYNAMIC HT  -         494.900 (meters)    1623.68  (feet)  COMP
 TF0085  MODELED GRAV-     980,842.0   (mgal)                       NAVD 88
 TF0085
 TF0085  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TF0085
 TF0085.The horizontal coordinates were scaled from a topographic map and have
 TF0085.an estimated accuracy of +/- 6 seconds.
 TF0085
 TF0085.The orthometric height was determined by differential leveling
 TF0085.and adjusted by the National Geodetic Survey in 1992..
 TF0085.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TF0085.rate of 0.0 thru 1.0 mm/km.
 TF0085
 TF0085.The geoid height was determined by GEOID03.
 TF0085
 TF0085.The dynamic height is computed by dividing the NAVD 88
 TF0085.geopotential number by the normal gravity value computed on the
 TF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0085.degrees latitude (g = 980.6199 gals.).
 TF0085
 TF0085.The modeled gravity was interpolated from observed gravity values.
 TF0085
 TF0085;                    North         East    Units  Estimated Accuracy
 TF0085;SPC ND N     -   194,880.      636,220.      MT  (+/- 180 meters Scaled)
 TF0085
 TF0085                          SUPERSEDED SURVEY CONTROL
 TF0085
 TF0085  NGVD 29 (??/??/92)  494.402  (m)         1622.05   (f) ADJ UNCH    2 0
 TF0085
 TF0085.Superseded values are not recommended for survey control.
 TF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0085.See file dsdata.txt to determine how the superseded data were derived.
 TF0085
 TF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV259003(NAD 83)
 TF0085_MARKER: DB = BENCH MARK DISK
 TF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0085_STAMPING: D 172 1935
 TF0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0085+STABILITY: SURFACE MOTION
 TF0085
 TF0085  HISTORY     - Date     Condition        Report By
 TF0085  HISTORY     - 1935     MONUMENTED       CGS
 TF0085
 TF0085                          STATION DESCRIPTION
 TF0085
 TF0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0085'5.7 MI N FROM FONDA.
 TF0085'5.7 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE SOO
 TF0085'LINE RAILROAD AT FONDA, ROLETTE COUNTY, AT THE NORTHWEST CORNER OF THE
 TF0085'SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, T. 161 N.,
 TF0085'R. 72 W., AT THE JUNCTION OF A DRIVEWAY TO THE BERT MILLER FARMHOUSE,
 TF0085'42.5 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 32 FEET EAST OF THE
 TF0085'CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.
 TF0085'A STANDARD DISK, STAMPED D 172 1935 AND SET IN THE TOP OF A CONCRETE
 TF0085'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1501 ***********************************************************************
 TE1501  DESIGNATION -  D 173
 TE1501  PID         -  TE1501
 TE1501  STATE/COUNTY-  ND/ROLETTE
 TE1501  USGS QUAD   -  ROLETTE (1971)
 TE1501
 TE1501                         *CURRENT SURVEY CONTROL
 TE1501  ___________________________________________________________________
 TE1501* NAD 83(1986)-  48 39 46.     (N)    099 45 13.     (W)     SCALED    
 TE1501* NAVD 88     -       495.440  (meters)    1625.46   (feet)  ADJUSTED  
 TE1501  ___________________________________________________________________
 TE1501  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TE1501  DYNAMIC HT  -         495.553 (meters)    1625.83  (feet)  COMP
 TE1501  MODELED GRAV-     980,823.2   (mgal)                       NAVD 88
 TE1501
 TE1501  VERT ORDER  -  SECOND    CLASS 0
 TE1501
 TE1501.The horizontal coordinates were scaled from a topographic map and have
 TE1501.an estimated accuracy of +/- 6 seconds.
 TE1501
 TE1501.The orthometric height was determined by differential leveling
 TE1501.and adjusted by the National Geodetic Survey in June 1991..
 TE1501
 TE1501.The geoid height was determined by GEOID03.
 TE1501
 TE1501.The dynamic height is computed by dividing the NAVD 88
 TE1501.geopotential number by the normal gravity value computed on the
 TE1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1501.degrees latitude (g = 980.6199 gals.).
 TE1501
 TE1501.The modeled gravity was interpolated from observed gravity values.
 TE1501
 TE1501;                    North         East    Units  Estimated Accuracy
 TE1501;SPC ND N     -   185,140.      654,980.      MT  (+/- 180 meters Scaled)
 TE1501
 TE1501                          SUPERSEDED SURVEY CONTROL
 TE1501
 TE1501  NGVD 29 (??/??/92)  495.068  (m)         1624.24   (f) ADJ UNCH    2 0
 TE1501
 TE1501.Superseded values are not recommended for survey control.
 TE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1501.See file dsdata.txt to determine how the superseded data were derived.
 TE1501
 TE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU445902(NAD 83)
 TE1501_MARKER: DB = BENCH MARK DISK
 TE1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1501_STAMPING: D-173 1935
 TE1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1501+STABILITY: SURFACE MOTION
 TE1501
 TE1501  HISTORY     - Date     Condition        Report By
 TE1501  HISTORY     - 1935     MONUMENTED       CGS
 TE1501
 TE1501                          STATION DESCRIPTION
 TE1501
 TE1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1501'4.0 MI E FROM ROLETTE.
 TE1501'4 MILES EAST OF, ALONG SOO LINE R.R., FROM STATION ABOUT 0.2 MILE EAST
 TE1501'OF MILE POST 492.  ABOUT 0.2 MILE NORTH OF SECTION CORNER COMMON TO
 TE1501'SECTIONS 24, 25 OF R 71 W, T 160 N, AND 19, 30 OF R 70 W, T 160 N.
 TE1501'ABOUT 115 FEET NORTHEAST OF INTERSECTION OF CENTERLINES OF RAILROAD
 TE1501'AND NORTH-SOUTH TOWNSHIP LINE ROAD.  42.3 FEET NORTH OF RAILROAD
 TE1501'CENTERLINE.  9.5 FEET EAST OF TELEGRAPH POLE.  TABLET SET IN PRECAST
 TE1501'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1524 ***********************************************************************
 TE1524  DESIGNATION -  D 174
 TE1524  PID         -  TE1524
 TE1524  STATE/COUNTY-  ND/ROLETTE
 TE1524  USGS QUAD   -  ROLETTE SW (1955)
 TE1524
 TE1524                         *CURRENT SURVEY CONTROL
 TE1524  ___________________________________________________________________
 TE1524* NAD 83(1986)-  48 33 36.     (N)    099 59 36.     (W)     SCALED    
 TE1524* NAVD 88     -       488.596  (meters)    1603.00   (feet)  POSTED    
 TE1524  ___________________________________________________________________
 TE1524  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 TE1524  DYNAMIC HT  -         488.710 (meters)    1603.38  (feet)  COMP
 TE1524  MODELED GRAV-     980,822.6   (mgal)                       NAVD 88
 TE1524
 TE1524  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1524
 TE1524.The horizontal coordinates were scaled from a topographic map and have
 TE1524.an estimated accuracy of +/- 6 seconds.
 TE1524
 TE1524.The orthometric height was determined by differential leveling
 TE1524.and adjusted by the National Geodetic Survey in 1992..
 TE1524.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1524.rate of 0.0 thru 1.0 mm/km.
 TE1524
 TE1524.The geoid height was determined by GEOID03.
 TE1524
 TE1524.The dynamic height is computed by dividing the NAVD 88
 TE1524.geopotential number by the normal gravity value computed on the
 TE1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1524.degrees latitude (g = 980.6199 gals.).
 TE1524
 TE1524.The modeled gravity was interpolated from observed gravity values.
 TE1524
 TE1524;                    North         East    Units  Estimated Accuracy
 TE1524;SPC ND N     -   173,570.      637,400.      MT  (+/- 180 meters Scaled)
 TE1524
 TE1524                          SUPERSEDED SURVEY CONTROL
 TE1524
 TE1524  NGVD 29 (??/??/92)  488.218  (m)         1601.76   (f) ADJ UNCH    2 0
 TE1524
 TE1524.Superseded values are not recommended for survey control.
 TE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1524.See file dsdata.txt to determine how the superseded data were derived.
 TE1524
 TE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU267790(NAD 83)
 TE1524_MARKER: DB = BENCH MARK DISK
 TE1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1524_STAMPING: D-174 1935
 TE1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1524+STABILITY: SURFACE MOTION
 TE1524
 TE1524  HISTORY     - Date     Condition        Report By
 TE1524  HISTORY     - 1935     MONUMENTED       CGS
 TE1524
 TE1524                          STATION DESCRIPTION
 TE1524
 TE1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1524'8.4 MI SE FROM FONDA.
 TE1524'1 MILE EAST AND 7.4 MILES SOUTH OF, ALONG NORTH-SOUTH SECTION ROAD,
 TE1524'FROM JCT. OF TOWNSHIP-LINE RD. AND SOO LINE RAILROAD.  ABOUT 1 MILE
 TE1524'NORTH OF THE ROLETTE-PIERCE COUNTY LINE.  ABOUT 255 FEET NORTH OF
 TE1524'SECTION CORNER COMMON TO SECTIONS 29, 30, 31 AND 32, T 159 N, R 72 W.
 TE1524'20 FEET WEST OF THE ROAD CENTERLINE.  1 FT. EAST OF PROPERTY LINE
 TE1524'FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1517 ***********************************************************************
 TE1517  DESIGNATION -  D 175
 TE1517  PID         -  TE1517
 TE1517  STATE/COUNTY-  ND/ROLETTE
 TE1517  USGS QUAD   -  MYLO (1971)
 TE1517
 TE1517                         *CURRENT SURVEY CONTROL
 TE1517  ___________________________________________________________________
 TE1517* NAD 83(1986)-  48 44 51.     (N)    099 34 13.     (W)     SCALED    
 TE1517* NAVD 88     -       542.707  (meters)    1780.53   (feet)  ADJUSTED  
 TE1517  ___________________________________________________________________
 TE1517  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE1517  DYNAMIC HT  -         542.834 (meters)    1780.95  (feet)  COMP
 TE1517  MODELED GRAV-     980,826.5   (mgal)                       NAVD 88
 TE1517
 TE1517  VERT ORDER  -  SECOND    CLASS 0
 TE1517
 TE1517.The horizontal coordinates were scaled from a topographic map and have
 TE1517.an estimated accuracy of +/- 6 seconds.
 TE1517
 TE1517.The orthometric height was determined by differential leveling
 TE1517.and adjusted by the National Geodetic Survey in June 1991..
 TE1517
 TE1517.The geoid height was determined by GEOID03.
 TE1517
 TE1517.The dynamic height is computed by dividing the NAVD 88
 TE1517.geopotential number by the normal gravity value computed on the
 TE1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1517.degrees latitude (g = 980.6199 gals.).
 TE1517
 TE1517.The modeled gravity was interpolated from observed gravity values.
 TE1517
 TE1517;                    North         East    Units  Estimated Accuracy
 TE1517;SPC ND N     -   194,710.      668,370.      MT  (+/- 180 meters Scaled)
 TE1517
 TE1517                          SUPERSEDED SURVEY CONTROL
 TE1517
 TE1517  NGVD 29 (??/??/92)  542.320  (m)         1779.26   (f) ADJ UNCH    2 0
 TE1517
 TE1517.Superseded values are not recommended for survey control.
 TE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1517.See file dsdata.txt to determine how the superseded data were derived.
 TE1517
 TE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU580995(NAD 83)
 TE1517_MARKER: DB = BENCH MARK DISK
 TE1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1517_STAMPING: D-175 1935
 TE1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1517+STABILITY: SURFACE MOTION
 TE1517
 TE1517  HISTORY     - Date     Condition        Report By
 TE1517  HISTORY     - 1935     MONUMENTED       CGS
 TE1517
 TE1517                          STATION DESCRIPTION
 TE1517
 TE1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1517'14.6 MI SE FROM BELCOURT.
 TE1517'6.6 MILES SOUTH AND 8 MILES EAST OF, ALONG EAST-WEST SECTION LINE
 TE1517'ROAD, FROM TURTLE MT. INDIAN SCHOOL ABOUT 2 MILES EAST OF ST. HWY. 30.
 TE1517'100 FEET NORTH OF SECTION CORNER COMMON TO SEC. 22, 23, 26 AND 27, T
 TE1517'61 N, R 69 W.  76 FEET NORTH OF A FENCE CORNER.  25.5 FEET WEST OF
 TE1517'CENTERLINE OF THE NORTH-SOUTH SECTION LINE ROAD.  1 FT. EAST OF
 TE1517'PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1142 ***********************************************************************
 TE1142  DESIGNATION -  D 176
 TE1142  PID         -  TE1142
 TE1142  STATE/COUNTY-  ND/TOWNER
 TE1142  USGS QUAD   -  HANSBORO (1969)
 TE1142
 TE1142                         *CURRENT SURVEY CONTROL
 TE1142  ___________________________________________________________________
 TE1142* NAD 83(1986)-  48 53 31.     (N)    099 28 55.     (W)     SCALED    
 TE1142* NAVD 88     -       530.482  (meters)    1740.42   (feet)  ADJUSTED  
 TE1142  ___________________________________________________________________
 TE1142  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 TE1142  DYNAMIC HT  -         530.613 (meters)    1740.85  (feet)  COMP
 TE1142  MODELED GRAV-     980,839.1   (mgal)                       NAVD 88
 TE1142
 TE1142  VERT ORDER  -  SECOND    CLASS 0
 TE1142
 TE1142.The horizontal coordinates were scaled from a topographic map and have
 TE1142.an estimated accuracy of +/- 6 seconds.
 TE1142
 TE1142.The orthometric height was determined by differential leveling
 TE1142.and adjusted by the National Geodetic Survey in June 1991..
 TE1142
 TE1142.The geoid height was determined by GEOID03.
 TE1142
 TE1142.The dynamic height is computed by dividing the NAVD 88
 TE1142.geopotential number by the normal gravity value computed on the
 TE1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1142.degrees latitude (g = 980.6199 gals.).
 TE1142
 TE1142.The modeled gravity was interpolated from observed gravity values.
 TE1142
 TE1142;                    North         East    Units  Estimated Accuracy
 TE1142;SPC ND N     -   210,850.      674,650.      MT  (+/- 180 meters Scaled)
 TE1142
 TE1142                          SUPERSEDED SURVEY CONTROL
 TE1142
 TE1142  NGVD 29 (??/??/92)  530.076  (m)         1739.09   (f) ADJ UNCH    2 0
 TE1142
 TE1142.Superseded values are not recommended for survey control.
 TE1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1142.See file dsdata.txt to determine how the superseded data were derived.
 TE1142
 TE1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV646155(NAD 83)
 TE1142_MARKER: DB = BENCH MARK DISK
 TE1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1142_STAMPING: D 176 1935
 TE1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1142+STABILITY: SURFACE MOTION
 TE1142
 TE1142  HISTORY     - Date     Condition        Report By
 TE1142  HISTORY     - 1935     MONUMENTED       CGS
 TE1142  HISTORY     - 1940     GOOD             NGS
 TE1142
 TE1142                          STATION DESCRIPTION
 TE1142
 TE1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1142'3.0 MI NW FROM ROLLA.
 TE1142'IN TOWNER COUNTY, 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 30 FROM THE
 TE1142'GREAT NORTHERN RAILWAY STATION AT ROLLA, ROLETTE COUNTY, 8.1 MILES
 TE1142'EAST ALONG A TOWNSHIP-LINE ROAD.  135 FEET EAST OF THE CORNER COMMON
 TE1142'TO SECTIONS 4, 5, 32 AND 33, TPS. 162 AND 163 N, R 68 W, AT A ROAD
 TE1142'JUNCTION, 19.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 TE1142'1 FOOT NORTH OF THE FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 TE1142'POST.  A STANDARD DISK, STAMPED D 176 1935 AND SET IN THE TOP OF A
 TE1142'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1182 ***********************************************************************
 TE1182  DESIGNATION -  D 177
 TE1182  PID         -  TE1182
 TE1182  STATE/COUNTY-  ND/TOWNER
 TE1182  USGS QUAD   -  ROCK LAKE (1970)
 TE1182
 TE1182                         *CURRENT SURVEY CONTROL
 TE1182  ___________________________________________________________________
 TE1182* NAD 83(1986)-  48 47 26.     (N)    099 07 54.     (W)     SCALED    
 TE1182* NAVD 88     -       473.447  (meters)    1553.30   (feet)  ADJUSTED  
 TE1182  ___________________________________________________________________
 TE1182  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 TE1182  DYNAMIC HT  -         473.558 (meters)    1553.66  (feet)  COMP
 TE1182  MODELED GRAV-     980,830.3   (mgal)                       NAVD 88
 TE1182
 TE1182  VERT ORDER  -  SECOND    CLASS 0
 TE1182
 TE1182.The horizontal coordinates were scaled from a topographic map and have
 TE1182.an estimated accuracy of +/- 6 seconds.
 TE1182
 TE1182.The orthometric height was determined by differential leveling
 TE1182.and adjusted by the National Geodetic Survey in June 1991..
 TE1182
 TE1182.The geoid height was determined by GEOID03.
 TE1182
 TE1182.The dynamic height is computed by dividing the NAVD 88
 TE1182.geopotential number by the normal gravity value computed on the
 TE1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1182.degrees latitude (g = 980.6199 gals.).
 TE1182
 TE1182.The modeled gravity was interpolated from observed gravity values.
 TE1182
 TE1182;                    North         East    Units  Estimated Accuracy
 TE1182;SPC ND N     -   199,980.      700,540.      MT  (+/- 180 meters Scaled)
 TE1182
 TE1182                          SUPERSEDED SURVEY CONTROL
 TE1182
 TE1182  NGVD 29 (??/??/92)  473.050  (m)         1552.00   (f) ADJ UNCH    2 0
 TE1182
 TE1182.Superseded values are not recommended for survey control.
 TE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1182.See file dsdata.txt to determine how the superseded data were derived.
 TE1182
 TE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV903041(NAD 83)
 TE1182_MARKER: DB = BENCH MARK DISK
 TE1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1182_STAMPING: D-177 1935
 TE1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1182+STABILITY: SURFACE MOTION
 TE1182
 TE1182  HISTORY     - Date     Condition        Report By
 TE1182  HISTORY     - 1935     MONUMENTED       CGS
 TE1182
 TE1182                          STATION DESCRIPTION
 TE1182
 TE1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1182'5.1 MI E FROM ROCKLAKE.
 TE1182'5.1 MILES EAST OF, ALONG ST. HWY. 5, FROM RAILROAD STATION ABOUT 175
 TE1182'FEET EAST OF T.B.M. 6-B.  ABOUT 145 FEET WEST OF SECTION CORNER COMMON
 TE1182'TO SECTIONS 1 AND 12, T 161 N, R 66 W, AND 6 AND 7, T 161 N, R 65 W.
 TE1182'ABOUT 105 FEET EAST OF FENCE CORNER.  31.5 FEET NORTH OF HIGHWAY
 TE1182'CENTERLINE.  19.5 FEET EAST OF TELEPHONE POLE.  1 FT. SOUTH OF
 TE1182'PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1170 ***********************************************************************
 TE1170  DESIGNATION -  D 178
 TE1170  PID         -  TE1170
 TE1170  STATE/COUNTY-  ND/TOWNER
 TE1170  USGS QUAD   -  ROCK LAKE (1970)
 TE1170
 TE1170                         *CURRENT SURVEY CONTROL
 TE1170  ___________________________________________________________________
 TE1170* NAD 83(1986)-  48 48 18.     (N)    099 07 57.     (W)     SCALED    
 TE1170* NAVD 88     -       474.361  (meters)    1556.30   (feet)  ADJUSTED  
 TE1170  ___________________________________________________________________
 TE1170  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 TE1170  DYNAMIC HT  -         474.474 (meters)    1556.67  (feet)  COMP
 TE1170  MODELED GRAV-     980,832.0   (mgal)                       NAVD 88
 TE1170
 TE1170  VERT ORDER  -  SECOND    CLASS 0
 TE1170
 TE1170.The horizontal coordinates were scaled from a topographic map and have
 TE1170.an estimated accuracy of +/- 6 seconds.
 TE1170
 TE1170.The orthometric height was determined by differential leveling
 TE1170.and adjusted by the National Geodetic Survey in June 1991..
 TE1170
 TE1170.The geoid height was determined by GEOID03.
 TE1170
 TE1170.The dynamic height is computed by dividing the NAVD 88
 TE1170.geopotential number by the normal gravity value computed on the
 TE1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1170.degrees latitude (g = 980.6199 gals.).
 TE1170
 TE1170.The modeled gravity was interpolated from observed gravity values.
 TE1170
 TE1170;                    North         East    Units  Estimated Accuracy
 TE1170;SPC ND N     -   201,580.      700,450.      MT  (+/- 180 meters Scaled)
 TE1170
 TE1170                          SUPERSEDED SURVEY CONTROL
 TE1170
 TE1170  NGVD 29 (??/??/92)  473.962  (m)         1554.99   (f) ADJ UNCH    2 0
 TE1170
 TE1170.Superseded values are not recommended for survey control.
 TE1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1170.See file dsdata.txt to determine how the superseded data were derived.
 TE1170
 TE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV902057(NAD 83)
 TE1170_MARKER: DB = BENCH MARK DISK
 TE1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1170_STAMPING: D 178 1935
 TE1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1170+STABILITY: SURFACE MOTION
 TE1170
 TE1170  HISTORY     - Date     Condition        Report By
 TE1170  HISTORY     - 1935     MONUMENTED       CGS
 TE1170
 TE1170                          STATION DESCRIPTION
 TE1170
 TE1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1170'5.1 MI E FROM ROCKLAKE.
 TE1170'5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE FARMERS GRAIN AND
 TE1170'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 1.0 MILE
 TE1170'NORTH ALONG A SECTION-LINE ROAD.  63 FEET SOUTHWEST OF THE CORNER
 TE1170'COMMON TO TSP. 161 AND 162 N, RS. 65 AND 66 W, AT THE NORTHWEST EDGE
 TE1170'OF A ROCK PILE, AND 42.5 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 TE1170'STANDARD DISK, STAMPED D 178 1935 AND SET IN THE TOP OF A CONCRETE
 TE1170'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0582 ***********************************************************************
 RP0582  DESIGNATION -  D 18
 RP0582  PID         -  RP0582
 RP0582  STATE/COUNTY-  ND/BARNES
 RP0582  USGS QUAD   -  ORISKA (1971)
 RP0582
 RP0582                         *CURRENT SURVEY CONTROL
 RP0582  ___________________________________________________________________
 RP0582* NAD 83(1986)-  46 56 12.     (N)    097 52 26.     (W)     SCALED    
 RP0582* NAVD 88     -       434.994  (meters)    1427.14   (feet)  ADJUSTED  
 RP0582  ___________________________________________________________________
 RP0582  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 RP0582  DYNAMIC HT  -         435.025 (meters)    1427.24  (feet)  COMP
 RP0582  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 RP0582
 RP0582  VERT ORDER  -  FIRST     CLASS II
 RP0582
 RP0582.The horizontal coordinates were scaled from a topographic map and have
 RP0582.an estimated accuracy of +/- 6 seconds.
 RP0582
 RP0582.The orthometric height was determined by differential leveling
 RP0582.and adjusted by the National Geodetic Survey in June 1991..
 RP0582.WARNING-Repeat measurements at this control monument indicate possible
 RP0582.vertical movement.
 RP0582
 RP0582.The geoid height was determined by GEOID03.
 RP0582
 RP0582.The dynamic height is computed by dividing the NAVD 88
 RP0582.geopotential number by the normal gravity value computed on the
 RP0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0582.degrees latitude (g = 980.6199 gals.).
 RP0582
 RP0582.The modeled gravity was interpolated from observed gravity values.
 RP0582
 RP0582;                    North         East    Units  Estimated Accuracy
 RP0582;SPC ND S     -   144,510.      799,920.      MT  (+/- 180 meters Scaled)
 RP0582
 RP0582                          SUPERSEDED SURVEY CONTROL
 RP0582
 RP0582  NGVD 29 (??/??/92)  434.637  (m)         1425.97   (f) ADJ UNCH    1 2
 RP0582
 RP0582.Superseded values are not recommended for survey control.
 RP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0582.See file dsdata.txt to determine how the superseded data were derived.
 RP0582
 RP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS857987(NAD 83)
 RP0582_MARKER: DB = BENCH MARK DISK
 RP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0582_STAMPING: D 18 1931
 RP0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0582+STABILITY: SURFACE MOTION
 RP0582
 RP0582  HISTORY     - Date     Condition        Report By
 RP0582  HISTORY     - 1931     MONUMENTED       CGS
 RP0582  HISTORY     - 1964     GOOD             NGS
 RP0582  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0582
 RP0582                          STATION DESCRIPTION
 RP0582
 RP0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0582'4.0 MI W FROM ORISKA.
 RP0582'ABOUT 4.0 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0582'STATION AT ORISKA, NEAR A DIM FIELD ROAD CROSSING, IN SECTION 16, R 57
 RP0582'W, T 140 N, 52 FEET NORTH OF THE NORTH RAIL, 26 RAILS WEST OF MILEPOST
 RP0582'59, 116 FEET NORTHEAST OF THE CENTER OF THE DIM ROAD CROSSING THE
 RP0582'TRACK, 14 FEET WEST OF A TELEPHONE POLE, 53 FEET SOUTH OF A WOODEN
 RP0582'FENCE, 1 1/2 FEET EAST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL
 RP0582'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 RP0582'ABOVE THE LEVEL OF THE GROUND.
 RP0582
 RP0582                          STATION RECOVERY (1982)
 RP0582
 RP0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0582'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0651 ***********************************************************************
 TD0651  DESIGNATION -  D 182
 TD0651  PID         -  TD0651
 TD0651  STATE/COUNTY-  ND/PEMBINA
 TD0651  USGS QUAD   -  HANKS CORNER (1964)
 TD0651
 TD0651                         *CURRENT SURVEY CONTROL
 TD0651  ___________________________________________________________________
 TD0651* NAD 83(1986)-  48 45 39.     (N)    097 52 59.     (W)     SCALED    
 TD0651* NAVD 88     -       335.060  (meters)    1099.28   (feet)  ADJUSTED  
 TD0651  ___________________________________________________________________
 TD0651  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 TD0651  DYNAMIC HT  -         335.146 (meters)    1099.56  (feet)  COMP
 TD0651  MODELED GRAV-     980,860.0   (mgal)                       NAVD 88
 TD0651
 TD0651  VERT ORDER  -  SECOND    CLASS 0
 TD0651
 TD0651.The horizontal coordinates were scaled from a topographic map and have
 TD0651.an estimated accuracy of +/- 6 seconds.
 TD0651
 TD0651.The orthometric height was determined by differential leveling
 TD0651.and adjusted by the National Geodetic Survey in June 1991..
 TD0651
 TD0651.The geoid height was determined by GEOID03.
 TD0651
 TD0651.The dynamic height is computed by dividing the NAVD 88
 TD0651.geopotential number by the normal gravity value computed on the
 TD0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0651.degrees latitude (g = 980.6199 gals.).
 TD0651
 TD0651.The modeled gravity was interpolated from observed gravity values.
 TD0651
 TD0651;                    North         East    Units  Estimated Accuracy
 TD0651;SPC ND N     -   199,050.      792,370.      MT  (+/- 180 meters Scaled)
 TD0651
 TD0651                          SUPERSEDED SURVEY CONTROL
 TD0651
 TD0651  NGVD 29 (??/??/92)  334.666  (m)         1097.98   (f) ADJ UNCH    2 0
 TD0651
 TD0651.Superseded values are not recommended for survey control.
 TD0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0651.See file dsdata.txt to determine how the superseded data were derived.
 TD0651
 TD0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV820014(NAD 83)
 TD0651_MARKER: DB = BENCH MARK DISK
 TD0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0651_STAMPING: D-182 1935
 TD0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0651+STABILITY: SURFACE MOTION
 TD0651
 TD0651  HISTORY     - Date     Condition        Report By
 TD0651  HISTORY     - 1935     MONUMENTED       CGS
 TD0651
 TD0651                          STATION DESCRIPTION
 TD0651
 TD0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0651'6.2 MI NW FROM MOUNTAIN.
 TD0651'6.0 MI NW OF MOUNTAIN N. W. CORNER SEC. 22, T 161 N, R 56 W.  50.5
 TD0651'FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  30.8 FEET EAST OF
 TD0651'NORTHWEST CORNER OF FENCE.  28.4 FEET SOUTH OF CENTERLINE OF EAST-WEST
 TD0651'ROAD.  24 FEET EAST OF BRACE POWER POLE.  TABLET SET IN PRECAST
 TD0651'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0652 ***********************************************************************
 TD0652  DESIGNATION -  D 182 RESET
 TD0652  PID         -  TD0652
 TD0652  STATE/COUNTY-  ND/PEMBINA
 TD0652  USGS QUAD   -  HANKS CORNER (1964)
 TD0652
 TD0652                         *CURRENT SURVEY CONTROL
 TD0652  ___________________________________________________________________
 TD0652* NAD 83(1986)-  48 45 38.     (N)    097 53 00.     (W)     SCALED    
 TD0652* NAVD 88     -       335.23   (+/-2cm)    1099.8    (feet)  VERTCON   
 TD0652  ___________________________________________________________________
 TD0652  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 TD0652
 TD0652  VERT ORDER  -  THIRD (See Below)
 TD0652
 TD0652.The horizontal coordinates were scaled from a topographic map and have
 TD0652.an estimated accuracy of +/- 6 seconds.
 TD0652
 TD0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0652.The vertical order pertains to the NGVD 29 superseded value.
 TD0652
 TD0652.The geoid height was determined by GEOID03.
 TD0652
 TD0652;                    North         East    Units  Estimated Accuracy
 TD0652;SPC ND N     -   199,020.      792,350.      MT  (+/- 180 meters Scaled)
 TD0652
 TD0652                          SUPERSEDED SURVEY CONTROL
 TD0652
 TD0652  NGVD 29 (11/04/04)  334.84   (m)         1098.6    (f) RESET       3  
 TD0652
 TD0652.Superseded values are not recommended for survey control.
 TD0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0652.See file dsdata.txt to determine how the superseded data were derived.
 TD0652
 TD0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV820014(NAD 83)
 TD0652_MARKER: DB = BENCH MARK DISK
 TD0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0652_STAMPING: D 182 RESET 1941
 TD0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0652+STABILITY: SURFACE MOTION
 TD0652
 TD0652  HISTORY     - Date     Condition        Report By
 TD0652  HISTORY     - 1941     MONUMENTED       CGS
 TD0652  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0652
 TD0652                          STATION DESCRIPTION
 TD0652
 TD0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 TD0652'6.0 MI NW FROM MOUNTAIN.
 TD0652'A STANDARD DISK, STAMPED D 182 RESET 1941 AND SET IN THE TOP OF A
 TD0652'CONCRETE POST 27 FEET WEST AND 71 FEET SOUTH OF THE ORIGINAL LOCATION
 TD0652'WHICH IS DESCRIBED AS FOLLOWS.  ABOUT 5.0 MILES NORTH ALONG A
 TD0652'SECTION-LINE ROAD FROM MOUNTAIN, PEMBINA COUNTY, THENCE ABOUT 1.0 MILE
 TD0652'WEST ALONG A SECTION-LINE ROAD, AT THE NORTHWEST CORNER OF SECTION 22,
 TD0652'T. 161 N., R. 56 W., AT A ROAD CROSSING, 50.5 FEET EAST OF THE CENTER
 TD0652'LINE OF THE NORTH-AND-SOUTH ROAD, 38.4 FEET SOUTH OF THE CENTER LINE
 TD0652'OF THE EAST-AND-WEST ROAD, 30.8 FEET EAST OF A NORTHWEST CORNER OF A
 TD0652'FENCE, AND 24 FEET EAST OF A POWER POLE BRACE POLE.  A STANDARD DISK,
 TD0652'STAMPED D 182 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TD0652
 TD0652                          STATION RECOVERY (1964)
 TD0652
 TD0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0636 ***********************************************************************
 TD0636  DESIGNATION -  D 183
 TD0636  PID         -  TD0636
 TD0636  STATE/COUNTY-  ND/PEMBINA
 TD0636  USGS QUAD   -  LEROY (1979)
 TD0636
 TD0636                         *CURRENT SURVEY CONTROL
 TD0636  ___________________________________________________________________
 TD0636* NAD 83(1986)-  48 59 30.     (N)    097 45 11.     (W)     SCALED    
 TD0636* NAVD 88     -       267.293  (meters)     876.94   (feet)  ADJUSTED  
 TD0636  ___________________________________________________________________
 TD0636  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 TD0636  DYNAMIC HT  -         267.376 (meters)     877.22  (feet)  COMP
 TD0636  MODELED GRAV-     980,910.0   (mgal)                       NAVD 88
 TD0636
 TD0636  VERT ORDER  -  SECOND    CLASS 0
 TD0636
 TD0636.The horizontal coordinates were scaled from a topographic map and have
 TD0636.an estimated accuracy of +/- 6 seconds.
 TD0636
 TD0636.The orthometric height was determined by differential leveling
 TD0636.and adjusted by the National Geodetic Survey in June 1991..
 TD0636
 TD0636.The geoid height was determined by GEOID03.
 TD0636
 TD0636.The dynamic height is computed by dividing the NAVD 88
 TD0636.geopotential number by the normal gravity value computed on the
 TD0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0636.degrees latitude (g = 980.6199 gals.).
 TD0636
 TD0636.The modeled gravity was interpolated from observed gravity values.
 TD0636
 TD0636;                    North         East    Units  Estimated Accuracy
 TD0636;SPC ND N     -   225,040.      801,000.      MT  (+/- 180 meters Scaled)
 TD0636
 TD0636                          SUPERSEDED SURVEY CONTROL
 TD0636
 TD0636  NGVD 29 (??/??/92)  266.912  (m)          875.69   (f) ADJ UNCH    2 0
 TD0636
 TD0636.Superseded values are not recommended for survey control.
 TD0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0636.See file dsdata.txt to determine how the superseded data were derived.
 TD0636
 TD0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV912272(NAD 83)
 TD0636_MARKER: DB = BENCH MARK DISK
 TD0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0636_STAMPING: D 183 1935
 TD0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0636+STABILITY: SURFACE MOTION
 TD0636
 TD0636  HISTORY     - Date     Condition        Report By
 TD0636  HISTORY     - 1935     MONUMENTED       CGS
 TD0636  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0636
 TD0636                          STATION DESCRIPTION
 TD0636
 TD0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0636'5.4 MI NE FROM WALHALLA.
 TD0636'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 TD0636'VANG ROAD AT WALHALLA, PEMBINA COUNTY, 7.0 MILES EAST ALONG A
 TD0636'SECTION-LINE ROAD, AT THE SOUTHWEST CORNER OF SECTION 27, T. 164 N.,
 TD0636'R. 55 W., AT A ROAD CROSSING, 90 FEET EAST OF THE CENTERLINE OF THE
 TD0636'NORTH-AND-SOUTH ROAD, 26.5 FEET NORTH OF THE CENTERLINE OF THE
 TD0636'EAST-AND-WEST ROAD, AND 2.8 FEET EAST OF A POLE.  A STANDARD DISK,
 TD0636'STAMPED D 183 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0653 ***********************************************************************
 TD0653  DESIGNATION -  D 184
 TD0653  PID         -  TD0653
 TD0653  STATE/COUNTY-  ND/PEMBINA
 TD0653  USGS QUAD   -  MOUNTAIN (1964)
 TD0653
 TD0653                         *CURRENT SURVEY CONTROL
 TD0653  ___________________________________________________________________
 TD0653* NAD 83(1986)-  48 43 03.     (N)    097 51 43.     (W)     SCALED    
 TD0653* NAVD 88     -       318.964  (meters)    1046.47   (feet)  ADJUSTED  
 TD0653  ___________________________________________________________________
 TD0653  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 TD0653  DYNAMIC HT  -         319.043 (meters)    1046.73  (feet)  COMP
 TD0653  MODELED GRAV-     980,850.5   (mgal)                       NAVD 88
 TD0653
 TD0653  VERT ORDER  -  SECOND    CLASS 0
 TD0653
 TD0653.The horizontal coordinates were scaled from a topographic map and have
 TD0653.an estimated accuracy of +/- 6 seconds.
 TD0653
 TD0653.The orthometric height was determined by differential leveling
 TD0653.and adjusted by the National Geodetic Survey in June 1991..
 TD0653
 TD0653.The geoid height was determined by GEOID03.
 TD0653
 TD0653.The dynamic height is computed by dividing the NAVD 88
 TD0653.geopotential number by the normal gravity value computed on the
 TD0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0653.degrees latitude (g = 980.6199 gals.).
 TD0653
 TD0653.The modeled gravity was interpolated from observed gravity values.
 TD0653
 TD0653;                    North         East    Units  Estimated Accuracy
 TD0653;SPC ND N     -   194,290.      794,080.      MT  (+/- 180 meters Scaled)
 TD0653
 TD0653                          SUPERSEDED SURVEY CONTROL
 TD0653
 TD0653  NGVD 29 (??/??/92)  318.572  (m)         1045.18   (f) ADJ UNCH    2 0
 TD0653
 TD0653.Superseded values are not recommended for survey control.
 TD0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0653.See file dsdata.txt to determine how the superseded data were derived.
 TD0653
 TD0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU837966(NAD 83)
 TD0653_MARKER: DB = BENCH MARK DISK
 TD0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0653_STAMPING: D-184 1935
 TD0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0653+STABILITY: SURFACE MOTION
 TD0653
 TD0653  HISTORY     - Date     Condition        Report By
 TD0653  HISTORY     - 1935     MONUMENTED       CGS
 TD0653  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0653
 TD0653                          STATION DESCRIPTION
 TD0653
 TD0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0653'2.0 MI N FROM MOUNTAIN.
 TD0653'2.0 MILES NORTH OF ALONG SECTION ROAD.  N. W. CORNER SEC. 3, T 160 N,
 TD0653'R 56 W.  48 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  40.8 FEET
 TD0653'EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  12.3 FEET SOUTH OF NORTHWEST
 TD0653'CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 TD0653
 TD0653                          STATION RECOVERY (1964)
 TD0653
 TD0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0099 ***********************************************************************
 TE0099  DESIGNATION -  D 185
 TE0099  PID         -  TE0099
 TE0099  STATE/COUNTY-  ND/CAVALIER
 TE0099  USGS QUAD   -  LANGDON EAST (1983)
 TE0099
 TE0099                         *CURRENT SURVEY CONTROL
 TE0099  ___________________________________________________________________
 TE0099* NAD 83(1986)-  48 45 41.     (N)    098 19 17.     (W)     SCALED    
 TE0099* NAVD 88     -       496.486  (meters)    1628.89   (feet)  ADJUSTED  
 TE0099  ___________________________________________________________________
 TE0099  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0099  DYNAMIC HT  -         496.598 (meters)    1629.26  (feet)  COMP
 TE0099  MODELED GRAV-     980,820.7   (mgal)                       NAVD 88
 TE0099
 TE0099  VERT ORDER  -  SECOND    CLASS 0
 TE0099
 TE0099.The horizontal coordinates were scaled from a topographic map and have
 TE0099.an estimated accuracy of +/- 6 seconds.
 TE0099
 TE0099.The orthometric height was determined by differential leveling
 TE0099.and adjusted by the National Geodetic Survey in June 1991..
 TE0099
 TE0099.The geoid height was determined by GEOID03.
 TE0099
 TE0099.The dynamic height is computed by dividing the NAVD 88
 TE0099.geopotential number by the normal gravity value computed on the
 TE0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0099.degrees latitude (g = 980.6199 gals.).
 TE0099
 TE0099.The modeled gravity was interpolated from observed gravity values.
 TE0099
 TE0099;                    North         East    Units  Estimated Accuracy
 TE0099;SPC ND N     -   198,110.      760,150.      MT  (+/- 180 meters Scaled)
 TE0099
 TE0099                          SUPERSEDED SURVEY CONTROL
 TE0099
 TE0099  NGVD 29 (??/??/92)  496.073  (m)         1627.53   (f) ADJ UNCH    2 0
 TE0099
 TE0099.Superseded values are not recommended for survey control.
 TE0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0099.See file dsdata.txt to determine how the superseded data were derived.
 TE0099
 TE0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV498011(NAD 83)
 TE0099_MARKER: DB = BENCH MARK DISK
 TE0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0099_STAMPING: D-185 1935
 TE0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0099+STABILITY: SURFACE MOTION
 TE0099
 TE0099  HISTORY     - Date     Condition        Report By
 TE0099  HISTORY     - 1935     MONUMENTED       CGS
 TE0099
 TE0099                          STATION DESCRIPTION
 TE0099
 TE0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0099'2.1 MI E FROM LANGDON.
 TE0099'2.1 MILES EAST OF COURT HOUSE ALONG STATE HWY 5.  S.E. CORNER OF SEC.
 TE0099'18, T 161 N, R 59 W.  40 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.
 TE0099'31.5 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  9.4 FEET WEST OF
 TE0099'POWER POLE.  7.2 FEET WEST OF SOUTHEAST CORNER OF FENCE.  TABLET SET
 TE0099'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0100 ***********************************************************************
 TE0100  DESIGNATION -  D 185 RESET
 TE0100  PID         -  TE0100
 TE0100  STATE/COUNTY-  ND/CAVALIER
 TE0100  USGS QUAD   -  LANGDON EAST (1983)
 TE0100
 TE0100                         *CURRENT SURVEY CONTROL
 TE0100  ___________________________________________________________________
 TE0100* NAD 83(1986)-  48 45 41.     (N)    098 19 17.     (W)     SCALED    
 TE0100* NAVD 88     -       496.449  (meters)    1628.77   (feet)  ADJUSTED  
 TE0100  ___________________________________________________________________
 TE0100  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0100  DYNAMIC HT  -         496.561 (meters)    1629.13  (feet)  COMP
 TE0100  MODELED GRAV-     980,820.7   (mgal)                       NAVD 88
 TE0100
 TE0100  VERT ORDER  -  SECOND    CLASS 0
 TE0100
 TE0100.The horizontal coordinates were scaled from a topographic map and have
 TE0100.an estimated accuracy of +/- 6 seconds.
 TE0100
 TE0100.The orthometric height was determined by differential leveling
 TE0100.and adjusted by the National Geodetic Survey in June 1991..
 TE0100
 TE0100.The geoid height was determined by GEOID03.
 TE0100
 TE0100.The dynamic height is computed by dividing the NAVD 88
 TE0100.geopotential number by the normal gravity value computed on the
 TE0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0100.degrees latitude (g = 980.6199 gals.).
 TE0100
 TE0100.The modeled gravity was interpolated from observed gravity values.
 TE0100
 TE0100;                    North         East    Units  Estimated Accuracy
 TE0100;SPC ND N     -   198,110.      760,150.      MT  (+/- 180 meters Scaled)
 TE0100
 TE0100                          SUPERSEDED SURVEY CONTROL
 TE0100
 TE0100  NGVD 29 (??/??/92)  496.074  (m)         1627.54   (f) ADJ UNCH    2 0
 TE0100
 TE0100.Superseded values are not recommended for survey control.
 TE0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0100.See file dsdata.txt to determine how the superseded data were derived.
 TE0100
 TE0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV498011(NAD 83)
 TE0100_MARKER: DB = BENCH MARK DISK
 TE0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0100_STAMPING: D 185 1935 RESET 39
 TE0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0100+STABILITY: SURFACE MOTION
 TE0100
 TE0100  HISTORY     - Date     Condition        Report By
 TE0100  HISTORY     - 1939     MONUMENTED       CGS
 TE0100  HISTORY     - 1964     GOOD             NGS
 TE0100  HISTORY     - 1973     GOOD             USGS
 TE0100
 TE0100                          STATION DESCRIPTION
 TE0100
 TE0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0100'2.1 MI E FROM LANGDON.
 TE0100'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0100'LANGDON, IN SECTION 18, R 59 W, T 161 N, AT A ROAD INTERSECTION, 89.7
 TE0100'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 61.5 FEET WEST OF THE
 TE0100'CENTER LINE OF THE ROAD, 3.3 FEET EAST OF A 4-BY-4-INCH WOODEN WITNESS
 TE0100'POST, 1 FOOT SOUTH OF A STEEL WITNESS POST, 3 FEET BELOW THE LEVEL OF
 TE0100'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 TE0100'ABOVE THE LEVEL OF THE GROUND.
 TE0100
 TE0100                          STATION RECOVERY (1973)
 TE0100
 TE0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TE0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1161 ***********************************************************************
 TE1161  DESIGNATION -  D 188
 TE1161  PID         -  TE1161
 TE1161  STATE/COUNTY-  ND/TOWNER
 TE1161  USGS QUAD   -  ROCK LAKE NE (1969)
 TE1161
 TE1161                         *CURRENT SURVEY CONTROL
 TE1161  ___________________________________________________________________
 TE1161* NAD 83(1986)-  48 59 36.     (N)    099 03 19.     (W)     SCALED    
 TE1161* NAVD 88     -       482.399  (meters)    1582.67   (feet)  ADJUSTED  
 TE1161  ___________________________________________________________________
 TE1161  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE1161  DYNAMIC HT  -         482.522 (meters)    1583.07  (feet)  COMP
 TE1161  MODELED GRAV-     980,851.0   (mgal)                       NAVD 88
 TE1161
 TE1161  VERT ORDER  -  SECOND    CLASS 0
 TE1161
 TE1161.The horizontal coordinates were scaled from a topographic map and have
 TE1161.an estimated accuracy of +/- 6 seconds.
 TE1161
 TE1161.The orthometric height was determined by differential leveling
 TE1161.and adjusted by the National Geodetic Survey in June 1991..
 TE1161
 TE1161.The geoid height was determined by GEOID03.
 TE1161
 TE1161.The dynamic height is computed by dividing the NAVD 88
 TE1161.geopotential number by the normal gravity value computed on the
 TE1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1161.degrees latitude (g = 980.6199 gals.).
 TE1161
 TE1161.The modeled gravity was interpolated from observed gravity values.
 TE1161
 TE1161;                    North         East    Units  Estimated Accuracy
 TE1161;SPC ND N     -   222,630.      705,730.      MT  (+/- 180 meters Scaled)
 TE1161
 TE1161                          SUPERSEDED SURVEY CONTROL
 TE1161
 TE1161  NGVD 29 (??/??/92)  481.993  (m)         1581.34   (f) ADJ UNCH    2 0
 TE1161
 TE1161.Superseded values are not recommended for survey control.
 TE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1161.See file dsdata.txt to determine how the superseded data were derived.
 TE1161
 TE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV959267(NAD 83)
 TE1161_MARKER: DB = BENCH MARK DISK
 TE1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1161_STAMPING: D 188 1935
 TE1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1161+STABILITY: SURFACE MOTION
 TE1161
 TE1161  HISTORY     - Date     Condition        Report By
 TE1161  HISTORY     - 1935     MONUMENTED       CGS
 TE1161
 TE1161                          STATION DESCRIPTION
 TE1161
 TE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1161'5.5 MI NW FROM SARLES.
 TE1161'IN TOWNER COUNTY, 3.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE
 TE1161'GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, 2.5 MILES
 TE1161'WEST ALONG A SECTION-LINE ROAD, AT THE SOUTHEAST CORNER OF THE SW 1/4
 TE1161'OF SECTION 27, T. 164 N., R. 65 W., 150 FEET SOUTH OF THE CRIST FRUCK
 TE1161'HOUSE, 38.5 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, AND
 TE1161'1.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE YARD FENCE.  A STANDARD
 TE1161'DISK, STAMPED D 188 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0027 ***********************************************************************
 TE0027  DESIGNATION -  D 189
 TE0027  PID         -  TE0027
 TE0027  STATE/COUNTY-  ND/CAVALIER
 TE0027  USGS QUAD   -  OLGA NW (1969)
 TE0027
 TE0027                         *CURRENT SURVEY CONTROL
 TE0027  ___________________________________________________________________
 TE0027* NAD 83(1986)-  48 54 20.     (N)    098 13 19.     (W)     SCALED    
 TE0027* NAVD 88     -       475.200  (meters)    1559.05   (feet)  ADJUSTED  
 TE0027  ___________________________________________________________________
 TE0027  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 TE0027  DYNAMIC HT  -         475.315 (meters)    1559.43  (feet)  COMP
 TE0027  MODELED GRAV-     980,836.6   (mgal)                       NAVD 88
 TE0027
 TE0027  VERT ORDER  -  SECOND    CLASS 0
 TE0027
 TE0027.The horizontal coordinates were scaled from a topographic map and have
 TE0027.an estimated accuracy of +/- 6 seconds.
 TE0027
 TE0027.The orthometric height was determined by differential leveling
 TE0027.and adjusted by the National Geodetic Survey in June 1991..
 TE0027
 TE0027.The geoid height was determined by GEOID03.
 TE0027
 TE0027.The dynamic height is computed by dividing the NAVD 88
 TE0027.geopotential number by the normal gravity value computed on the
 TE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0027.degrees latitude (g = 980.6199 gals.).
 TE0027
 TE0027.The modeled gravity was interpolated from observed gravity values.
 TE0027
 TE0027;                    North         East    Units  Estimated Accuracy
 TE0027;SPC ND N     -   214,350.      766,990.      MT  (+/- 180 meters Scaled)
 TE0027
 TE0027                          SUPERSEDED SURVEY CONTROL
 TE0027
 TE0027  NGVD 29 (??/??/92)  474.807  (m)         1557.76   (f) ADJ UNCH    2 0
 TE0027
 TE0027.Superseded values are not recommended for survey control.
 TE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0027.See file dsdata.txt to determine how the superseded data were derived.
 TE0027
 TE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV570172(NAD 83)
 TE0027_MARKER: DB = BENCH MARK DISK
 TE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0027_STAMPING: D 189 1935
 TE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0027+STABILITY: SURFACE MOTION
 TE0027
 TE0027  HISTORY     - Date     Condition        Report By
 TE0027  HISTORY     - 1935     MONUMENTED       CGS
 TE0027  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0027
 TE0027                          STATION DESCRIPTION
 TE0027
 TE0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0027'4.6 MI W FROM VANG.
 TE0027'4.6 MILES WEST ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL AT
 TE0027'VANG, CAVALIER COUNTY, AT THE NORTHEAST CORNER OF THE NW QUARTER OF
 TE0027'SECTION 36, T. 163 N., R. 59 W., AT A ROAD INTERSECTION, 36 FEET SOUTH
 TE0027'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 26.5 FEET WEST OF THE
 TE0027'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 3.8 FEET SOUTHWEST OF THE
 TE0027'NORTHEAST CORNER OF A FENCE.  A STANDARD DISK, STAMPED D 189 1935 AND
 TE0027'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0236 ***********************************************************************
 QT0236  DESIGNATION -  D 19 RESET
 QT0236  PID         -  QT0236
 QT0236  STATE/COUNTY-  ND/BOWMAN
 QT0236  USGS QUAD   -  EAGLES NEST BUTTE (1993)
 QT0236
 QT0236                         *CURRENT SURVEY CONTROL
 QT0236  ___________________________________________________________________
 QT0236* NAD 83(1986)-  45 56 42.     (N)    103 23 25.     (W)     SCALED    
 QT0236* NAVD 88     -       868.814  (meters)    2850.43   (feet)  ADJUSTED  
 QT0236  ___________________________________________________________________
 QT0236  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 QT0236  DYNAMIC HT  -         868.724 (meters)    2850.14  (feet)  COMP
 QT0236  MODELED GRAV-     980,481.8   (mgal)                       NAVD 88
 QT0236
 QT0236  VERT ORDER  -  FIRST     CLASS II
 QT0236
 QT0236.The horizontal coordinates were scaled from a topographic map and have
 QT0236.an estimated accuracy of +/- 6 seconds.
 QT0236
 QT0236.The orthometric height was determined by differential leveling
 QT0236.and adjusted by the National Geodetic Survey in April 2000..
 QT0236.No vertical observational check was made to the station.
 QT0236
 QT0236.The geoid height was determined by GEOID03.
 QT0236
 QT0236.The dynamic height is computed by dividing the NAVD 88
 QT0236.geopotential number by the normal gravity value computed on the
 QT0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0236.degrees latitude (g = 980.6199 gals.).
 QT0236
 QT0236.The modeled gravity was interpolated from observed gravity values.
 QT0236
 QT0236;                    North         East    Units  Estimated Accuracy
 QT0236;SPC ND S     -    35,060.      375,930.      MT  (+/- 180 meters Scaled)
 QT0236
 QT0236                          SUPERSEDED SURVEY CONTROL
 QT0236
 QT0236  NAVD 88 (11/04/04)  868.814  (m)         2850.43   (f) UNKNOWN     3 0
 QT0236  NGVD 29 (11/04/04)  868.33   (m)         2848.8    (f) RESET       3  
 QT0236
 QT0236.Superseded values are not recommended for survey control.
 QT0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0236.See file dsdata.txt to determine how the superseded data were derived.
 QT0236
 QT0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL247891(NAD 83)
 QT0236_MARKER: DB = BENCH MARK DISK
 QT0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0236_STAMPING: D 19 RESET 1966
 QT0236_MARK LOGO: CGS   
 QT0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0236+STABILITY: SURFACE MOTION
 QT0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0236+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1998
 QT0236
 QT0236  HISTORY     - Date     Condition        Report By
 QT0236  HISTORY     - 1966     MONUMENTED       CGS
 QT0236  HISTORY     - 1973     GOOD             NGS
 QT0236  HISTORY     - 19980928 GOOD             NGS
 QT0236
 QT0236                          STATION DESCRIPTION
 QT0236
 QT0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 QT0236'8.1 MI N FROM LUDLOW.
 QT0236'8.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, SOUTH DAKOTA,
 QT0236'NEAR THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE, 101 FEET EAST
 QT0236'OF THE CENTER OF HIGHWAY 85, 51 FEET SOUTHEAST OF THE EAST LEG
 QT0236'OF THE SIGN, WELCOME TO NORTH DAKOTA, ROUGHRIDER COUNTRY, 1.5
 QT0236'FEET SOUTH OF A METAL WITNESS POST, AND 1-FOOT WEST OF A FENCE.
 QT0236'NOTE-- D 19 RESET IS THE AZIMUTH MARK FOR STATION CROOK 1952.
 QT0236
 QT0236                          STATION RECOVERY (1998)
 QT0236
 QT0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 QT0236'12.7 KM (7.90 MI) NORTHERLY ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 QT0236'IN LUDLOW, 80.8 M (265.1 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 QT0236'ROAD, 31.2 M (102.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 15.3 M
 QT0236'(50.2 FT) SOUTHEAST OF THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN
 QT0236'(WELCOME TO NORTH DAKOTA), 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 QT0236'HIGHWAY, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT)
 QT0236'SOUTHWEST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 QT0236'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0879 ***********************************************************************
 TE0879  DESIGNATION -  D 190
 TE0879  PID         -  TE0879
 TE0879  STATE/COUNTY-  ND/CAVALIER
 TE0879  USGS QUAD   -  HANNAH (1970)
 TE0879
 TE0879                         *CURRENT SURVEY CONTROL
 TE0879  ___________________________________________________________________
 TE0879* NAD 83(1986)-  48 53 28.     (N)    098 44 15.     (W)     SCALED    
 TE0879* NAVD 88     -       477.461  (meters)    1566.47   (feet)  ADJUSTED  
 TE0879  ___________________________________________________________________
 TE0879  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 TE0879  DYNAMIC HT  -         477.575 (meters)    1566.84  (feet)  COMP
 TE0879  MODELED GRAV-     980,832.7   (mgal)                       NAVD 88
 TE0879
 TE0879  VERT ORDER  -  SECOND    CLASS 0
 TE0879
 TE0879.The horizontal coordinates were scaled from a topographic map and have
 TE0879.an estimated accuracy of +/- 6 seconds.
 TE0879
 TE0879.The orthometric height was determined by differential leveling
 TE0879.and adjusted by the National Geodetic Survey in June 1991..
 TE0879
 TE0879.The geoid height was determined by GEOID03.
 TE0879
 TE0879.The dynamic height is computed by dividing the NAVD 88
 TE0879.geopotential number by the normal gravity value computed on the
 TE0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0879.degrees latitude (g = 980.6199 gals.).
 TE0879
 TE0879.The modeled gravity was interpolated from observed gravity values.
 TE0879
 TE0879;                    North         East    Units  Estimated Accuracy
 TE0879;SPC ND N     -   211,750.      729,240.      MT  (+/- 180 meters Scaled)
 TE0879
 TE0879                          SUPERSEDED SURVEY CONTROL
 TE0879
 TE0879  NGVD 29 (??/??/92)  477.068  (m)         1565.18   (f) ADJ UNCH    2 0
 TE0879
 TE0879.Superseded values are not recommended for survey control.
 TE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0879.See file dsdata.txt to determine how the superseded data were derived.
 TE0879
 TE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV192153(NAD 83)
 TE0879_MARKER: DB = BENCH MARK DISK
 TE0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0879_STAMPING: D 190 1935
 TE0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0879+STABILITY: SURFACE MOTION
 TE0879
 TE0879  HISTORY     - Date     Condition        Report By
 TE0879  HISTORY     - 1935     MONUMENTED       CGS
 TE0879  HISTORY     - 1970     MARK NOT FOUND   USGS
 TE0879
 TE0879                          STATION DESCRIPTION
 TE0879
 TE0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0879'0.3 MI SW FROM WALES.
 TE0879'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0879'WALES, CAVALIER COUNTY, 6.0 MILES WEST ALONG ANOTHER SECTION-LINE
 TE0879'ROAD.  AT THE NORTHEAST CORNER OF SECTION 1, T. 162 N., R. 63 W., AT A
 TE0879'ROAD INTERSECTION, 35 FEET WEST OF THE CENTERLINE OF THE
 TE0879'NORTH-AND-SOUTH ROAD, AND 28.5 FEET SOUTH OF THE EAST-AND-WEST ROAD. A
 TE0879'STANDARD DISK, STAMPED D 190 1935 AND SET IN THE TOP OF A CONCRETE
 TE0879'POST.  NOTE-- THERE IS A ROAD DITCH WHERE THE MARK WAS DESCRIBED.
 TE0879
 TE0879                          STATION RECOVERY (1970)
 TE0879
 TE0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TE0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1278 ***********************************************************************
 TE1278  DESIGNATION -  D 191
 TE1278  PID         -  TE1278
 TE1278  STATE/COUNTY-  ND/BENSON
 TE1278  USGS QUAD   -  COMSTOCK (1957)
 TE1278
 TE1278                         *CURRENT SURVEY CONTROL
 TE1278  ___________________________________________________________________
 TE1278* NAD 83(1986)-  48 09 57.     (N)    099 27 31.     (W)     SCALED    
 TE1278* NAVD 88     -       494.004  (meters)    1620.74   (feet)  ADJUSTED  
 TE1278  ___________________________________________________________________
 TE1278  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TE1278  DYNAMIC HT  -         494.081 (meters)    1621.00  (feet)  COMP
 TE1278  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 TE1278
 TE1278  VERT ORDER  -  SECOND    CLASS 0
 TE1278
 TE1278.The horizontal coordinates were scaled from a topographic map and have
 TE1278.an estimated accuracy of +/- 6 seconds.
 TE1278
 TE1278.The orthometric height was determined by differential leveling
 TE1278.and adjusted by the National Geodetic Survey in June 1991..
 TE1278
 TE1278.The geoid height was determined by GEOID03.
 TE1278
 TE1278.The dynamic height is computed by dividing the NAVD 88
 TE1278.geopotential number by the normal gravity value computed on the
 TE1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1278.degrees latitude (g = 980.6199 gals.).
 TE1278
 TE1278.The modeled gravity was interpolated from observed gravity values.
 TE1278
 TE1278;                    North         East    Units  Estimated Accuracy
 TE1278;SPC ND N     -   130,140.      677,460.      MT  (+/- 180 meters Scaled)
 TE1278
 TE1278                          SUPERSEDED SURVEY CONTROL
 TE1278
 TE1278  NGVD 29 (??/??/92)  493.622  (m)         1619.49   (f) ADJ UNCH    2 0
 TE1278
 TE1278.Superseded values are not recommended for survey control.
 TE1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1278.See file dsdata.txt to determine how the superseded data were derived.
 TE1278
 TE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU658348(NAD 83)
 TE1278_MARKER: DB = BENCH MARK DISK
 TE1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1278_STAMPING: D 191 1935
 TE1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1278+STABILITY: SURFACE MOTION
 TE1278
 TE1278  HISTORY     - Date     Condition        Report By
 TE1278  HISTORY     - 1935     MONUMENTED       CGS
 TE1278  HISTORY     - 1957     MARK NOT FOUND   USGS
 TE1278
 TE1278                          STATION DESCRIPTION
 TE1278
 TE1278'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TE1278'0.2 MI N FROM HARLOW.
 TE1278'0.2 MILE NORTH ALONG A COUNTY ROAD FROM THE MINNEAPOLIS, ST. PAUL AND
 TE1278'SAULT STE. MARIE RAILROAD STATION, NOW SOO LINE RAILROAD, AT HARLOW,
 TE1278'THENCE 2.8 MILES EAST ALONG ANOTHER COUNTY ROAD.  7.3 MILES WEST OF
 TE1278'BRINSMADE, AT THE SOUTHWEST CORNER OF SECTION 7, T 154 N, R 68 W, IN A
 TE1278'SMALL GULLY WITH NO OUTLET, 90.8 FEET EAST OF THE SOUTHWEST CORNER OF
 TE1278'A CULTIVATED-FIELD FENCE, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TE1278'10.6 FEET NORTH OF THE SLOPE OF A BORROW-PIT DITCH, AND NEAR A ROCK
 TE1278'PILE.  A STANDARD DISK, STAMPED D 191 1935 AND SET IN THE TOP OF A
 TE1278'CONCRETE POST.  NOTE-- USGS REPORT SITE NOW IN DITCH FROM WHICH DIRT
 TE1278'WAS TAKEN TO BUILD UP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2037 ***********************************************************************
 TE2037  DESIGNATION -  D 194 2
 TE2037  PID         -  TE2037
 TE2037  STATE/COUNTY-  ND/BENSON
 TE2037  USGS QUAD   -  HARLOW SW (1958)
 TE2037
 TE2037                         *CURRENT SURVEY CONTROL
 TE2037  ___________________________________________________________________
 TE2037* NAD 83(1996)-  48 03 52.84286(N)    099 41 55.15168(W)     ADJUSTED  
 TE2037* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 TE2037  ___________________________________________________________________
 TE2037  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 TE2037  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TE2037
 TE2037  HORZ ORDER  -  THIRD
 TE2037
 TE2037.The horizontal coordinates were established by classical geodetic methods
 TE2037.and adjusted by the National Geodetic Survey in January 1998..
 TE2037.No horizontal observational check was made to the station.
 TE2037
 TE2037.The orthometric height was scaled from a topographic map.
 TE2037
 TE2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2037
 TE2037.The geoid height was determined by GEOID03.
 TE2037
 TE2037;                    North         East     Units Scale Factor Converg.
 TE2037;SPC ND N     -   118,682.587   659,721.092   MT  0.99993590   +0 35 46.7
 TE2037;SPC ND N     -   389,378.57  2,164,439.28   iFT  0.99993590   +0 35 46.7
 TE2037;UTM  14      - 5,323,725.102   447,948.922   MT  0.99963329   -0 31 11.1
 TE2037
 TE2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2037!SPC ND N     -   0.99992401  x   0.99993590  =   0.99985991
 TE2037!UTM  14      -   0.99992401  x   0.99963329  =   0.99955732
 TE2037
 TE2037|---------------------------------------------------------------------|
 TE2037| PID    Reference Object                     Distance      Geod. Az  |
 TE2037|                                                           dddmmss.s |
 TE2037| TE1289 D 194                                 7.383 METERS 00351     |
 TE2037| TE2039 EMMANUEL LUTH CHURCH BELFRY         APPROX. 1.7 KM 0193028.5 |
 TE2037| CO7380 D 194 3 AZ MK                                      0214051.4 |
 TE2037| CO7378 D 194 2 RM 3                         19.276 METERS 09048     |
 TE2037| TE1290 D 194 3 RESET                         8.281 METERS 19930     |
 TE2037| CO7379 D 194 2 RM 4                         40.880 METERS 20638     |
 TE2037|---------------------------------------------------------------------|
 TE2037
 TE2037                          SUPERSEDED SURVEY CONTROL
 TE2037
 TE2037  NAD 83(1986)-  48 03 52.84466(N)    099 41 55.15315(W) AD(       ) 3
 TE2037  NAD 27      -  48 03 52.81600(N)    099 41 53.68600(W) AD(       ) 3
 TE2037
 TE2037.Superseded values are not recommended for survey control.
 TE2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2037.See file dsdata.txt to determine how the superseded data were derived.
 TE2037
 TE2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4794923725(NAD 83)
 TE2037_MARKER: DS = TRIANGULATION STATION DISK
 TE2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2037
 TE2037  HISTORY     - Date     Condition        Report By
 TE2037  HISTORY     - 1948     MONUMENTED       CGS
 TE2037  HISTORY     - 1960     GOOD             CGS
 TE2037
 TE2037                          STATION DESCRIPTION
 TE2037
 TE2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CAS)
 TE2037'STATION IS LOCATED ABOUT 3.5 MILES EAST FROM ESMOND.  70 FEET
 TE2037'SOUTH OF THE CENTER LINE OF HIGHWAY NO. 19.  AT THE NORTH EDGE
 TE2037'OF A LAWN IN FRONT OF A FARM HOME.  38 FEET WEST OF THE DRIVE
 TE2037'WAY OF THE HOME.  THE MARK IS A STANDARD PRECAST CONCRETE R.M.
 TE2037'POST WHICH WAS MOVED, RESET AND STAMPED D 194 -2 (RESET 1948).
 TE2037'MARK PROJECTS 3 INCHES.  THE UNDERGROUND MARK IS A SMALL BOULDER
 TE2037'8 INCHES IN DIAMETER WITH A CHISLED CROSS MARKING CENTER.
 TE2037'
 TE2037'R.M. NO. 3 IS LOCATED ABOUT DUE EAST OF THE STATION.  20 FEET
 TE2037'EAST OF THE DRIVE.  MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TE2037'D 194 -2 1948 NO. 3.
 TE2037'
 TE2037'R.M. NO. 4 IS THE 1946 MARK, UNDISTURBED.  RESTAMPED D 194 -2
 TE2037'NO. 4 1948.  IT IS 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 TE2037'THE HOUSE AND 34 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 TE2037'GARAGE, AT A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES.
 TE2037'
 TE2037'AZIMUTH MARK IS 0.4 MILE WEST.  53 FEET SOUTH OF THE CENTERLINE
 TE2037'OF HIGHWAY NO. 19.  IN A NORTH-SOUTH FENCE LINE.  MARK IS STAMPED
 TE2037'D 194 -2 (RESET 1948).  MARK PROJECTS 3 INCHES.
 TE2037
 TE2037                          STATION RECOVERY (1960)
 TE2037
 TE2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TE2037'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TE2037'CONDITION.  THE STATION MARK, REFERENCE MARK NO. 3 AND THE
 TE2037'AZIMUTH MARK WERE FOUND TO BE IN THE WAY OF HIGHWAY IMPROVEMENT.
 TE2037'A NEW STATION WAS ESTABLISHED 27.171 FEET SOUTH-SOUTHWEST OF THIS
 TE2037'STATION.
 TE2037'
 TE2037'THE 1948 AZIMUTH MARK COULD NOT BE USED IN MOVING THE STATION
 TE2037'AS IT WAS NOT VISABLE FROM THE GROUND DUE TO A GROVE OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1290 ***********************************************************************
 TE1290  DESIGNATION -  D 194 3 RESET
 TE1290  PID         -  TE1290
 TE1290  STATE/COUNTY-  ND/BENSON
 TE1290  USGS QUAD   -  HARLOW SW (1958)
 TE1290
 TE1290                         *CURRENT SURVEY CONTROL
 TE1290  ___________________________________________________________________
 TE1290* NAD 83(1996)-  48 03 52.59014(N)    099 41 55.28525(W)     ADJUSTED  
 TE1290* NAVD 88     -       507.28   (+/-2cm)    1664.3    (feet)  VERTCON   
 TE1290  ___________________________________________________________________
 TE1290  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 TE1290  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TE1290
 TE1290  HORZ ORDER  -  THIRD
 TE1290  VERT ORDER  -  THIRD (See Below)
 TE1290
 TE1290.The horizontal coordinates were established by classical geodetic methods
 TE1290.and adjusted by the National Geodetic Survey in January 1998..
 TE1290.No horizontal observational check was made to the station.
 TE1290
 TE1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1290.The vertical order pertains to the NGVD 29 superseded value.
 TE1290
 TE1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1290
 TE1290.The geoid height was determined by GEOID03.
 TE1290
 TE1290;                    North         East     Units Scale Factor Converg.
 TE1290;SPC ND N     -   118,674.753   659,718.409   MT  0.99993590   +0 35 46.6
 TE1290;SPC ND N     -   389,352.86  2,164,430.48   iFT  0.99993590   +0 35 46.6
 TE1290;UTM  14      - 5,323,717.325   447,946.087   MT  0.99963329   -0 31 11.2
 TE1290
 TE1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1290!SPC ND N     -   0.99992402  x   0.99993590  =   0.99985992
 TE1290!UTM  14      -   0.99992402  x   0.99963329  =   0.99955734
 TE1290
 TE1290|---------------------------------------------------------------------|
 TE1290| PID    Reference Object                     Distance      Geod. Az  |
 TE1290|                                                           dddmmss.s |
 TE1290| TE2037 D 194 2                               8.281 METERS 01930     |
 TE1290| TE2039 EMMANUEL LUTH CHURCH BELFRY         APPROX. 1.7 KM 0193028.4 |
 TE1290| CO7380 D 194 3 AZ MK                                      0213731.3 |
 TE1290| CO7381 D 194 3 RM 5                         21.940 METERS 09007     |
 TE1290| TE1291 D 194 3 RM 7 RESET                   19.567 METERS 09825     |
 TE1290| CO7382 D 194 3 RM 6                         32.672 METERS 20828     |
 TE1290| TE1292 D 194 3 RM 8 RESET                   35.214 METERS 21502     |
 TE1290|---------------------------------------------------------------------|
 TE1290
 TE1290                          SUPERSEDED SURVEY CONTROL
 TE1290
 TE1290  NAD 83(1986)-  48 03 52.59195(N)    099 41 55.28672(W) AD(       ) 3
 TE1290  NAD 27      -  48 03 52.56320(N)    099 41 53.81960(W) AD(       ) 3
 TE1290  NGVD 29 (??/??/??)  506.91   (m)         1663.1    (f) RESET       3  
 TE1290
 TE1290.Superseded values are not recommended for survey control.
 TE1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1290.See file dsdata.txt to determine how the superseded data were derived.
 TE1290
 TE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4794623717(NAD 83)
 TE1290_MARKER: DB = BENCH MARK DISK
 TE1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1290_STAMPING: D 194.3 RESET 1960
 TE1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1290+STABILITY: SURFACE MOTION
 TE1290
 TE1290  HISTORY     - Date     Condition        Report By
 TE1290  HISTORY     - 1960     MONUMENTED       CGS
 TE1290  HISTORY     - 1976     GOOD             NGS
 TE1290  HISTORY     - 1976     GOOD             NGS
 TE1290
 TE1290                          STATION DESCRIPTION
 TE1290
 TE1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TE1290'THIS STATION IS ABOUT 3.5 MILES EAST-NORTHEAST OF ESMOND, ON THE
 TE1290'SOUTH SIDE OF STATE HIGHWAY 19 AND IN THE FRONT YARD OF A FARM
 TE1290'HOME.  THE STATION MARK IS ABOUT 98.5 FEET SOUTH OF THE CENTERLINE
 TE1290'OF THE HIGHWAY, 61.4 FEET NORTH OF THE NORTHEAST CORNER OF THE
 TE1290'HOUSE, JUST SLIGHTLY EAST OF A LINE WITH EAST SIDE OF HOUSE AND
 TE1290'ABOUT 40 FEET WEST OF CENTERLINE OF DRIVEWAY LEADING TO
 TE1290'FARMYARD.  IT IS A STANDARD BENCH MARK DISK, STAMPED D 194 3 1960
 TE1290'AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 TE1290'
 TE1290'THE UNDERGROUND MARK IS A STANDARD STATION MARK DISK, STAMPED
 TE1290'B.M. D 194 3 1960.
 TE1290'
 TE1290'R.M. NO. 5 IS EAST OF THE STATION, ABOUT 99 FEET SOUTH OF THE
 TE1290'CENTERLINE OF THE HIGHWAY AND ABOUT 32 FEET EAST OF THE CENTER
 TE1290'OF THE DRIVEWAY.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 TE1290'IS STAMPED BM D 194 3 NO 5 1960.
 TE1290'
 TE1290'R.M. NO. 6 IS SOUTH-SOUTHWEST OF THE STATION, 34 FEET NORTHEAST
 TE1290'OF THE NORTHEAST CORNER OF A GARAGE AND 16 FEET SOUTHWEST OF
 TE1290'THE SOUTHWEST CORNER OF THE HOUSE.  THE MARK PROJECTS ABOUT
 TE1290'5 INCHES AND THE DISK IS STAMPED BM D 194 3 NO 6 1960.
 TE1290'
 TE1290'THE AZIMUTH MARK IS ABOUT 0.2 MILE NORTHEAST OF THE STATION AND
 TE1290'1 FOOT SOUTH OF THE 4TH POWER LINE POLE NORTH OF CROSSROADS.
 TE1290'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED D 194 3 1960.
 TE1290'TO REACH FROM STATION GO EAST FOR 0.1 MILE TO CROSSROADS THEN
 TE1290'TURN LEFT AND GO NORTH FOR 0.15 MILE TO MARK ON LEFT.
 TE1290'
 TE1290'TO REACH THE STATION FROM ESMOND, WHERE STATE HIGHWAY 19 TURNS
 TE1290'NORTH, GO NORTH ON HIGHWAY 19 FOR 1.9 MILES, THENCE TURN RIGHT
 TE1290'AND GO EAST ON HIGHWAY 19 FOR 2.6 MILES TO HOUSE AND STATION ON
 TE1290'RIGHT.
 TE1290'
 TE1290'NOTE--THE EMMANUEL LUTHERAN CHURCH BELFRY USED FOR THE INITIAL
 TE1290'WAS LISTED AS THE IMMANUEL LUTHERAN CHURCH IN THE 1948 DESCRIPTION.
 TE1290
 TE1290                          STATION RECOVERY (1976)
 TE1290
 TE1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TE1290'THE STATION MARK AND REFERENCE MARK NO. 46 WERE RECOVERED AND
 TE1290'APPEARED TO BE IN GOOD CONDITION.  A SECOND REFERENCE MARK AND
 TE1290'AZIMUTH MARK WERE NOT RECOVERED.  THE PROPERTY OWNER REQUESTED THAT
 TE1290'REFERENCE MARK NO. 6 BE REMOVED AS THEY PLANNED TO BUILD A GARAGE
 TE1290'OVER THAT AREA.  REFERENCE MARKS NO. 7 AND NO. 8 WERE SET.  A NEW
 TE1290'AZIMUTH MARK WAS NOT SET AS OTHER STATIONS WERE NOT VISIBLE AT
 TE1290'THIS TIME.
 TE1290'
 TE1290'A NEW DESCRIPTION FOLLOWS--
 TE1290'
 TE1290'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ESMOND, ALONG THE
 TE1290'SOUTH SIDE OF STATE HIGHWAY 19, IN THE FRONT LAWN AT THE FARMSTEAD
 TE1290'OF MR. GRANT HAGEN.
 TE1290'
 TE1290'TO REACH THE STATION FROM CURVE IN STATE HIGHWAY 19 AT THE NORTH
 TE1290'EDGE OF ESMOND, GO NORTH ON HIGHWAY 19 FOR 0.9 MILE TO WHERE THE
 TE1290'HIGHWAY TURNS TO THE RIGHT, BEAR RIGHT AND GO EAST ON THE HIGHWAY
 TE1290'2.8 MILES TO THE DRIVEWAY INTO THE HAGEN FARMSTEAD AND THE STATION
 TE1290'AS DESCRIBED.
 TE1290'
 TE1290'THE STATION MARK IS A STANDARD BENCH MARK DISK STAMPED D 194 3
 TE1290'RESET 1960, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3-INCHES
 TE1290'BELOW GROUND SURFACE.  IT IS 89 FEET SOUTH OF THE CENTER OF STATE
 TE1290'HIGHWAY 19, 68 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 TE1290'HOUSE, 61.5 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 26
 TE1290'FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE YARD
 TE1290'FENCE, 40 FEET WEST OF THE CENTER OF THE DRIVEWAY, AND 10 FEET SOUTH
 TE1290'OF THE NORTH YARD FENCE.
 TE1290'
 TE1290'REFERENCE MARK NO. 7 IS A STANDARD DISK STAMPED D 194 3 NO 7 RESET
 TE1290'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TE1290'GROUND.  IT IS 99 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 83 FEET
 TE1290'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 44 FEET SOUTHEAST
 TE1290'OF THE NORTHEAST CORNER OF THE YARD FENCE, AND 25 FEET EAST OF
 TE1290'THE CENTER OF THE DRIVEWAY.
 TE1290'
 TE1290'REFERENCE MARK NO. 8 IS A STANDARD DISK STAMPED D 194 3 NO 8 RESET
 TE1290'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TE1290'GROUND.  IT IS 31 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 TE1290'23 FEET NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE SHED, AND
 TE1290'2 FEET EAST OF A CLOTHESLINE POST.
 TE1290'
 TE1290'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 TE1290'NE OF ESMOND.
 TE1290
 TE1290                          STATION RECOVERY (1976)
 TE1290
 TE1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1290'4.0 MI NE FROM ESMOND.
 TE1290'3.7 MILES NORTH AND EAST ALONG STATE HIGHWAY 19 FROM THE NORTH EDGE OF
 TE1290'ESMOND, TO THE GRANT HAGEN FARMSTEAD ON THE RIGHT, IN THE FRONT LAWN,
 TE1290'89 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 68 FEET NORTHEAST OF THE
 TE1290'NORTHWEST CORNER OF HOUSE, 61.5 FEET NORTH OF NORTHEAST CORNER OF
 TE1290'HOUSE, 40 FEET WEST OF CENTER OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1292 ***********************************************************************
 TE1292  DESIGNATION -  D 194 3 RM 8 RESET
 TE1292  PID         -  TE1292
 TE1292  STATE/COUNTY-  ND/BENSON
 TE1292  USGS QUAD   -  HARLOW SW (1958)
 TE1292
 TE1292                         *CURRENT SURVEY CONTROL
 TE1292  ___________________________________________________________________
 TE1292* NAD 83(1986)-  48 03 51.     (N)    099 41 56.     (W)     SCALED    
 TE1292* NAVD 88     -       507.30   (+/-2cm)    1664.4    (feet)  VERTCON   
 TE1292  ___________________________________________________________________
 TE1292  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TE1292
 TE1292  VERT ORDER  -  THIRD (See Below)
 TE1292
 TE1292.The horizontal coordinates were scaled from a topographic map and have
 TE1292.an estimated accuracy of +/- 6 seconds.
 TE1292
 TE1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1292.The vertical order pertains to the NGVD 29 superseded value.
 TE1292
 TE1292.The geoid height was determined by GEOID03.
 TE1292
 TE1292;                    North         East    Units  Estimated Accuracy
 TE1292;SPC ND N     -   118,630.      659,700.      MT  (+/- 180 meters Scaled)
 TE1292
 TE1292                          SUPERSEDED SURVEY CONTROL
 TE1292
 TE1292  NGVD 29 (11/04/04)  506.93   (m)         1663.2    (f) RESET       3  
 TE1292
 TE1292.Superseded values are not recommended for survey control.
 TE1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1292.See file dsdata.txt to determine how the superseded data were derived.
 TE1292
 TE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU479236(NAD 83)
 TE1292_MARKER: DR = REFERENCE MARK DISK
 TE1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1292_STAMPING: D 194 3 NO 8 RESET 1976
 TE1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1292+STABILITY: SURFACE MOTION
 TE1292
 TE1292  HISTORY     - Date     Condition        Report By
 TE1292  HISTORY     - 1976     MONUMENTED       NGS
 TE1292
 TE1292                          STATION DESCRIPTION
 TE1292
 TE1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1292'4.0 MI NE FROM ESMOND.
 TE1292'3.7 MILES NORTH AND EAST ALONG STATE HIGHWAY 19 FROM THE NORTH EDGE OF
 TE1292'ESMOND, TO THE GRANT HAGEN FARMSTEAD ON THE RIGHT, IN THE WEST PART OF
 TE1292'YARD, 31 FEET WEST OF SOUTHWEST CORNER OF HOUSE, 23 FEET NORTHEAST OF
 TE1292'NORTHEAST CORNER OF MACHINE SHED, 2 FEET EAST OF CLOTHESLINE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0588 ***********************************************************************
 SN0588  DESIGNATION -  D 2 B 1
 SN0588  PID         -  SN0588
 SN0588  STATE/COUNTY-  ND/WARD
 SN0588  USGS QUAD   -  MAX NE (1980)
 SN0588
 SN0588                         *CURRENT SURVEY CONTROL
 SN0588  ___________________________________________________________________
 SN0588* NAD 83(1986)-  47 55 07.     (N)    101 17 53.     (W)     SCALED    
 SN0588* NAVD 88     -       685.296  (meters)    2248.34   (feet)  ADJUSTED  
 SN0588  ___________________________________________________________________
 SN0588  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 SN0588  DYNAMIC HT  -         685.377 (meters)    2248.61  (feet)  COMP
 SN0588  MODELED GRAV-     980,706.8   (mgal)                       NAVD 88
 SN0588
 SN0588  VERT ORDER  -  FIRST     CLASS II
 SN0588
 SN0588.The horizontal coordinates were scaled from a topographic map and have
 SN0588.an estimated accuracy of +/- 6 seconds.
 SN0588
 SN0588.The orthometric height was determined by differential leveling
 SN0588.and adjusted by the National Geodetic Survey in June 1991..
 SN0588
 SN0588.The geoid height was determined by GEOID03.
 SN0588
 SN0588.The dynamic height is computed by dividing the NAVD 88
 SN0588.geopotential number by the normal gravity value computed on the
 SN0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0588.degrees latitude (g = 980.6199 gals.).
 SN0588
 SN0588.The modeled gravity was interpolated from observed gravity values.
 SN0588
 SN0588;                    North         East    Units  Estimated Accuracy
 SN0588;SPC ND N     -   102,440.      540,360.      MT  (+/- 180 meters Scaled)
 SN0588
 SN0588                          SUPERSEDED SURVEY CONTROL
 SN0588
 SN0588  NGVD 29 (??/??/92)  684.90   (m)         2247.0    (f) COMPUTED    1 2
 SN0588
 SN0588.Superseded values are not recommended for survey control.
 SN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0588.See file dsdata.txt to determine how the superseded data were derived.
 SN0588
 SN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU283098(NAD 83)
 SN0588_MARKER: Z = SEE DESCRIPTION
 SN0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0588_SP_SET: CONCRETE PEDESTAL
 SN0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0588
 SN0588  HISTORY     - Date     Condition        Report By
 SN0588  HISTORY     - UNK      MONUMENTED       DOD
 SN0588  HISTORY     - 1962     GOOD             NGS
 SN0588
 SN0588                          STATION DESCRIPTION
 SN0588
 SN0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0588'6.8 MI N FROM MAX.
 SN0588'ABOUT 6.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE PUBLIC SCHOOL AT
 SN0588'MAX, THENCE 0.2 MILE WEST ALONG A GRADED ROAD, THENCE 0.1 MILE SOUTH
 SN0588'ACROSS A FIELD, ON TOP OF A SMALL KNOLL IN THE FIELD, ABOUT 50 YARDS
 SN0588'EAST OF A FENCE LINE, A CONCRETE PEDESTAL WHICH PROJECTS ABOUT 4 FEET
 SN0588'FROM THE GROUND AND IS 1.5 FEET IN DIAMETER.  NOTE-- CENTER OF
 SN0588'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0587 ***********************************************************************
 SN0587  DESIGNATION -  D 2 B 2
 SN0587  PID         -  SN0587
 SN0587  STATE/COUNTY-  ND/WARD
 SN0587  USGS QUAD   -  MAX NE (1980)
 SN0587
 SN0587                         *CURRENT SURVEY CONTROL
 SN0587  ___________________________________________________________________
 SN0587* NAD 83(1986)-  47 55 16.     (N)    101 17 34.     (W)     SCALED    
 SN0587* NAVD 88     -       679.915  (meters)    2230.69   (feet)  ADJUSTED  
 SN0587  ___________________________________________________________________
 SN0587  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN0587  DYNAMIC HT  -         679.996 (meters)    2230.95  (feet)  COMP
 SN0587  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 SN0587
 SN0587  VERT ORDER  -  FIRST     CLASS II
 SN0587
 SN0587.The horizontal coordinates were scaled from a topographic map and have
 SN0587.an estimated accuracy of +/- 6 seconds.
 SN0587
 SN0587.The orthometric height was determined by differential leveling
 SN0587.and adjusted by the National Geodetic Survey in June 1991..
 SN0587
 SN0587.The geoid height was determined by GEOID03.
 SN0587
 SN0587.The dynamic height is computed by dividing the NAVD 88
 SN0587.geopotential number by the normal gravity value computed on the
 SN0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0587.degrees latitude (g = 980.6199 gals.).
 SN0587
 SN0587.The modeled gravity was interpolated from observed gravity values.
 SN0587
 SN0587;                    North         East    Units  Estimated Accuracy
 SN0587;SPC ND N     -   102,720.      540,750.      MT  (+/- 180 meters Scaled)
 SN0587
 SN0587                          SUPERSEDED SURVEY CONTROL
 SN0587
 SN0587  NGVD 29 (??/??/92)  679.52   (m)         2229.4    (f) COMPUTED    1 2
 SN0587
 SN0587.Superseded values are not recommended for survey control.
 SN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0587.See file dsdata.txt to determine how the superseded data were derived.
 SN0587
 SN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU287100(NAD 83)
 SN0587_MARKER: Z = SEE DESCRIPTION
 SN0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0587_SP_SET: CONCRETE PEDESTAL
 SN0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0587
 SN0587  HISTORY     - Date     Condition        Report By
 SN0587  HISTORY     - UNK      MONUMENTED       DOD
 SN0587  HISTORY     - 1962     GOOD             NGS
 SN0587
 SN0587                          STATION DESCRIPTION
 SN0587
 SN0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0587'6.5 MI N FROM MAX.
 SN0587'6.5 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL AT
 SN0587'MAX, ABOUT 155 YARDS SOUTH OF THE JUNCTION OF A GRADED ROAD, WEST, 152
 SN0587'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, A PEDESTAL OF CONCRETE
 SN0587'WHICH HAS A TRIBRACK ON THE TOP AND PROJECTS 4 FEET FROM THE GROUND. A
 SN0587'VSAF TRIBRACH AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0584 ***********************************************************************
 SN0584  DESIGNATION -  D 2 Z
 SN0584  PID         -  SN0584
 SN0584  STATE/COUNTY-  ND/WARD
 SN0584  USGS QUAD   -  MAX NE (1980)
 SN0584
 SN0584                         *CURRENT SURVEY CONTROL
 SN0584  ___________________________________________________________________
 SN0584* NAD 83(1986)-  47 54 45.     (N)    101 17 46.     (W)     SCALED    
 SN0584* NAVD 88     -       683.241  (meters)    2241.60   (feet)  ADJUSTED  
 SN0584  ___________________________________________________________________
 SN0584  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SN0584  DYNAMIC HT  -         683.321 (meters)    2241.86  (feet)  COMP
 SN0584  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SN0584
 SN0584  VERT ORDER  -  FIRST     CLASS II
 SN0584
 SN0584.The horizontal coordinates were scaled from a topographic map and have
 SN0584.an estimated accuracy of +/- 6 seconds.
 SN0584
 SN0584.The orthometric height was determined by differential leveling
 SN0584.and adjusted by the National Geodetic Survey in June 1991..
 SN0584
 SN0584.The geoid height was determined by GEOID03.
 SN0584
 SN0584.The dynamic height is computed by dividing the NAVD 88
 SN0584.geopotential number by the normal gravity value computed on the
 SN0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0584.degrees latitude (g = 980.6199 gals.).
 SN0584
 SN0584.The modeled gravity was interpolated from observed gravity values.
 SN0584
 SN0584;                    North         East    Units  Estimated Accuracy
 SN0584;SPC ND N     -   101,760.      540,490.      MT  (+/- 180 meters Scaled)
 SN0584
 SN0584                          SUPERSEDED SURVEY CONTROL
 SN0584
 SN0584  NGVD 29 (??/??/92)  682.85   (m)         2240.3    (f) COMPUTED    1 2
 SN0584
 SN0584.Superseded values are not recommended for survey control.
 SN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0584.See file dsdata.txt to determine how the superseded data were derived.
 SN0584
 SN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284091(NAD 83)
 SN0584_MARKER: DS = TRIANGULATION STATION DISK
 SN0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0584_STAMPING: D2Z 1962
 SN0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0584+STABILITY: SURFACE MOTION
 SN0584
 SN0584  HISTORY     - Date     Condition        Report By
 SN0584  HISTORY     - 1962     MONUMENTED       CGS
 SN0584
 SN0584                          STATION DESCRIPTION
 SN0584
 SN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0584'5.8 MI N FROM MAX.
 SN0584'ABOUT 5.8 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0584'ABOUT 0.7 MILE SOUTH OF A COUNTY ROAD WEST, ABOUT 0.2 MILE SOUTH OF
 SN0584'THE JUNCTION OF A DRIVE WEST, 92 FEET WEST OF THE CENTERLINE OF THE
 SN0584'HIGHWAY, 615 FEET SOUTHEAST OF A WITNESS POST, 2 FEET ABOVE THE LEVEL
 SN0584'OF THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 SN0584'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0583 ***********************************************************************
 SN0583  DESIGNATION -  D 2 Z RM 1
 SN0583  PID         -  SN0583
 SN0583  STATE/COUNTY-  ND/WARD
 SN0583  USGS QUAD   -  MAX NE (1980)
 SN0583
 SN0583                         *CURRENT SURVEY CONTROL
 SN0583  ___________________________________________________________________
 SN0583* NAD 83(1986)-  47 54 43.     (N)    101 17 45.     (W)     SCALED    
 SN0583* NAVD 88     -       682.728  (meters)    2239.92   (feet)  ADJUSTED  
 SN0583  ___________________________________________________________________
 SN0583  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SN0583  DYNAMIC HT  -         682.808 (meters)    2240.18  (feet)  COMP
 SN0583  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SN0583
 SN0583  VERT ORDER  -  FIRST     CLASS II
 SN0583
 SN0583.The horizontal coordinates were scaled from a topographic map and have
 SN0583.an estimated accuracy of +/- 6 seconds.
 SN0583
 SN0583.The orthometric height was determined by differential leveling
 SN0583.and adjusted by the National Geodetic Survey in June 1991..
 SN0583
 SN0583.The geoid height was determined by GEOID03.
 SN0583
 SN0583.The dynamic height is computed by dividing the NAVD 88
 SN0583.geopotential number by the normal gravity value computed on the
 SN0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0583.degrees latitude (g = 980.6199 gals.).
 SN0583
 SN0583.The modeled gravity was interpolated from observed gravity values.
 SN0583
 SN0583;                    North         East    Units  Estimated Accuracy
 SN0583;SPC ND N     -   101,700.      540,510.      MT  (+/- 180 meters Scaled)
 SN0583
 SN0583                          SUPERSEDED SURVEY CONTROL
 SN0583
 SN0583  NGVD 29 (??/??/92)  682.33   (m)         2238.6    (f) COMPUTED    1 2
 SN0583
 SN0583.Superseded values are not recommended for survey control.
 SN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0583.See file dsdata.txt to determine how the superseded data were derived.
 SN0583
 SN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284090(NAD 83)
 SN0583_MARKER: DR = REFERENCE MARK DISK
 SN0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0583_STAMPING: D2Z NO1 1962
 SN0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0583+STABILITY: SURFACE MOTION
 SN0583
 SN0583  HISTORY     - Date     Condition        Report By
 SN0583  HISTORY     - 1962     MONUMENTED       CGS
 SN0583
 SN0583                          STATION DESCRIPTION
 SN0583
 SN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0583'5.8 MI N FROM MAX.
 SN0583'ABOUT 5.8 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0583'ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF A COUNTY ROAD WEST, ABOUT 0.2
 SN0583'MILE SOUTH OF A DRIVE WEST, 99 FEET WEST OF THE CENTERLINE OF THE
 SN0583'HIGHWAY, 73.1 FEET SOUTH OF THE STATION MARK, ABOUT LEVEL WITH THE
 SN0583'HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0585 ***********************************************************************
 SN0585  DESIGNATION -  D 2 Z RM 2
 SN0585  PID         -  SN0585
 SN0585  STATE/COUNTY-  ND/WARD
 SN0585  USGS QUAD   -  MAX NE (1980)
 SN0585
 SN0585                         *CURRENT SURVEY CONTROL
 SN0585  ___________________________________________________________________
 SN0585* NAD 83(1986)-  47 54 46.     (N)    101 17 45.     (W)     SCALED    
 SN0585* NAVD 88     -       683.116  (meters)    2241.19   (feet)  ADJUSTED  
 SN0585  ___________________________________________________________________
 SN0585  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SN0585  DYNAMIC HT  -         683.196 (meters)    2241.45  (feet)  COMP
 SN0585  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SN0585
 SN0585  VERT ORDER  -  FIRST     CLASS II
 SN0585
 SN0585.The horizontal coordinates were scaled from a topographic map and have
 SN0585.an estimated accuracy of +/- 6 seconds.
 SN0585
 SN0585.The orthometric height was determined by differential leveling
 SN0585.and adjusted by the National Geodetic Survey in June 1991..
 SN0585
 SN0585.The geoid height was determined by GEOID03.
 SN0585
 SN0585.The dynamic height is computed by dividing the NAVD 88
 SN0585.geopotential number by the normal gravity value computed on the
 SN0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0585.degrees latitude (g = 980.6199 gals.).
 SN0585
 SN0585.The modeled gravity was interpolated from observed gravity values.
 SN0585
 SN0585;                    North         East    Units  Estimated Accuracy
 SN0585;SPC ND N     -   101,790.      540,520.      MT  (+/- 180 meters Scaled)
 SN0585
 SN0585                          SUPERSEDED SURVEY CONTROL
 SN0585
 SN0585  NGVD 29 (??/??/92)  682.72   (m)         2239.9    (f) COMPUTED    1 2
 SN0585
 SN0585.Superseded values are not recommended for survey control.
 SN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0585.See file dsdata.txt to determine how the superseded data were derived.
 SN0585
 SN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284091(NAD 83)
 SN0585_MARKER: DR = REFERENCE MARK DISK
 SN0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0585_STAMPING: D2Z NO2 1962
 SN0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0585+STABILITY: SURFACE MOTION
 SN0585
 SN0585  HISTORY     - Date     Condition        Report By
 SN0585  HISTORY     - 1962     MONUMENTED       CGS
 SN0585
 SN0585                          STATION DESCRIPTION
 SN0585
 SN0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0585'5.8 MI N FROM MAX.
 SN0585'ABOUT 5.8 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0585'ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF A COUNTY ROAD, ABOUT 0.2 MILE
 SN0585'SOUTH OF A ROAD JUNCTION WEST, 97 FEET WEST OF THE CENTERLINE OF THE
 SN0585'HIGHWAY, 82.3 FEET NORTH OF THE STATION MARK, ABOUT LEVEL WITH THE
 SN0585'HIGHWAY, A DISK IN THE TOP OF THE CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0188 ***********************************************************************
 RS0188  DESIGNATION -  D 20
 RS0188  PID         -  RS0188
 RS0188  STATE/COUNTY-  ND/SLOPE
 RS0188  USGS QUAD   -  WHITE LAKE (1973)
 RS0188
 RS0188                         *CURRENT SURVEY CONTROL
 RS0188  ___________________________________________________________________
 RS0188* NAD 83(1986)-  46 28 58.     (N)    103 13 40.     (W)     SCALED    
 RS0188* NAVD 88     -       847.246  (meters)    2779.67   (feet)  ADJUSTED  
 RS0188  ___________________________________________________________________
 RS0188  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 RS0188  DYNAMIC HT  -         847.185 (meters)    2779.47  (feet)  COMP
 RS0188  MODELED GRAV-     980,513.6   (mgal)                       NAVD 88
 RS0188
 RS0188  VERT ORDER  -  FIRST     CLASS II
 RS0188
 RS0188.The horizontal coordinates were scaled from a topographic map and have
 RS0188.an estimated accuracy of +/- 6 seconds.
 RS0188
 RS0188.The orthometric height was determined by differential leveling
 RS0188.and adjusted by the National Geodetic Survey in June 1991..
 RS0188
 RS0188.The geoid height was determined by GEOID03.
 RS0188
 RS0188.The dynamic height is computed by dividing the NAVD 88
 RS0188.geopotential number by the normal gravity value computed on the
 RS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0188.degrees latitude (g = 980.6199 gals.).
 RS0188
 RS0188.The modeled gravity was interpolated from observed gravity values.
 RS0188
 RS0188;                    North         East    Units  Estimated Accuracy
 RS0188;SPC ND S     -    94,350.      390,590.      MT  (+/- 180 meters Scaled)
 RS0188
 RS0188                          SUPERSEDED SURVEY CONTROL
 RS0188
 RS0188  NGVD 29 (??/??/92)  846.723  (m)         2777.96   (f) ADJ UNCH    1 2
 RS0188
 RS0188.Superseded values are not recommended for survey control.
 RS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0188.See file dsdata.txt to determine how the superseded data were derived.
 RS0188
 RS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM360492(NAD 83)
 RS0188_MARKER: DB = BENCH MARK DISK
 RS0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0188_STAMPING: D-20 1934
 RS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0188+STABILITY: SURFACE MOTION
 RS0188
 RS0188  HISTORY     - Date     Condition        Report By
 RS0188  HISTORY     - 1934     MONUMENTED       CGS
 RS0188  HISTORY     - 1941     GOOD             NGS
 RS0188
 RS0188                          STATION DESCRIPTION
 RS0188
 RS0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0188'4.3 MI E FROM AMIDON.
 RS0188'4.3 MILES E OF AND ALONG U. S. HWY NO.85 IN FENCE CORNER. 57FT. N OF
 RS0188'CENTER OF HIGHWAY. 24FT. N OF R/W FENCE. 4FT. W OF SIDE FENCE.
 RS0188
 RS0188                          STATION RECOVERY (1941)
 RS0188
 RS0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RS0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0189 ***********************************************************************
 RS0189  DESIGNATION -  D 20 RESET
 RS0189  PID         -  RS0189
 RS0189  STATE/COUNTY-  ND/SLOPE
 RS0189  USGS QUAD   -  WHITE LAKE (1973)
 RS0189
 RS0189                         *CURRENT SURVEY CONTROL
 RS0189  ___________________________________________________________________
 RS0189* NAD 83(1986)-  46 28 58.     (N)    103 13 40.     (W)     SCALED    
 RS0189* NAVD 88     -       847.11   (+/-2cm)    2779.2    (feet)  VERTCON   
 RS0189  ___________________________________________________________________
 RS0189  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 RS0189
 RS0189  VERT ORDER  -  THIRD (See Below)
 RS0189
 RS0189.The horizontal coordinates were scaled from a topographic map and have
 RS0189.an estimated accuracy of +/- 6 seconds.
 RS0189
 RS0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0189.The vertical order pertains to the NGVD 29 superseded value.
 RS0189
 RS0189.The geoid height was determined by GEOID03.
 RS0189
 RS0189;                    North         East    Units  Estimated Accuracy
 RS0189;SPC ND S     -    94,350.      390,590.      MT  (+/- 180 meters Scaled)
 RS0189
 RS0189                          SUPERSEDED SURVEY CONTROL
 RS0189
 RS0189  NGVD 29 (11/04/04)  846.59   (m)         2777.5    (f) RESET       3  
 RS0189
 RS0189.Superseded values are not recommended for survey control.
 RS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0189.See file dsdata.txt to determine how the superseded data were derived.
 RS0189
 RS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM360492(NAD 83)
 RS0189_MARKER: DB = BENCH MARK DISK
 RS0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0189_STAMPING: D 20 RESET 1963
 RS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0189+STABILITY: SURFACE MOTION
 RS0189
 RS0189  HISTORY     - Date     Condition        Report By
 RS0189  HISTORY     - 1963     MONUMENTED       CGS
 RS0189  HISTORY     - 1968     GOOD             DOD
 RS0189
 RS0189                          STATION DESCRIPTION
 RS0189
 RS0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RS0189'4.55 MI E FROM AMIDON.
 RS0189'4.55 MILES EAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE IN AMIDON,
 RS0189'99 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF
 RS0189'HALF-SECTION LINE FENCE AND 2 FEET EAST OF A METAL WITNESS POST, AND
 RS0189'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 RS0189'GROUND.
 RS0189
 RS0189                          STATION RECOVERY (1968)
 RS0189
 RS0189'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0427 ***********************************************************************
 SM0427  DESIGNATION -  D 201
 SM0427  PID         -  SM0427
 SM0427  STATE/COUNTY-  ND/GRIGGS
 SM0427  USGS QUAD   -  SUTTON NE (1961)
 SM0427
 SM0427                         *CURRENT SURVEY CONTROL
 SM0427  ___________________________________________________________________
 SM0427* NAD 83(1986)-  47 26 32.     (N)    098 17 11.     (W)     SCALED    
 SM0427* NAVD 88     -       442.643  (meters)    1452.24   (feet)  ADJUSTED  
 SM0427  ___________________________________________________________________
 SM0427  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 SM0427  DYNAMIC HT  -         442.700 (meters)    1452.42  (feet)  COMP
 SM0427  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 SM0427
 SM0427  VERT ORDER  -  SECOND    CLASS 0
 SM0427
 SM0427.The horizontal coordinates were scaled from a topographic map and have
 SM0427.an estimated accuracy of +/- 6 seconds.
 SM0427
 SM0427.The orthometric height was determined by differential leveling
 SM0427.and adjusted by the National Geodetic Survey in June 1991..
 SM0427
 SM0427.The geoid height was determined by GEOID03.
 SM0427
 SM0427.The dynamic height is computed by dividing the NAVD 88
 SM0427.geopotential number by the normal gravity value computed on the
 SM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0427.degrees latitude (g = 980.6199 gals.).
 SM0427
 SM0427.The modeled gravity was interpolated from observed gravity values.
 SM0427
 SM0427;                    North         East    Units  Estimated Accuracy
 SM0427;SPC ND N     -    51,570.      766,940.      MT  (+/- 180 meters Scaled)
 SM0427
 SM0427                          SUPERSEDED SURVEY CONTROL
 SM0427
 SM0427  NGVD 29 (??/??/92)  442.304  (m)         1451.13   (f) ADJ UNCH    2 0
 SM0427
 SM0427.Superseded values are not recommended for survey control.
 SM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0427.See file dsdata.txt to determine how the superseded data were derived.
 SM0427
 SM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT538545(NAD 83)
 SM0427_MARKER: DB = BENCH MARK DISK
 SM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0427_STAMPING: D-201 1935
 SM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0427+STABILITY: SURFACE MOTION
 SM0427
 SM0427  HISTORY     - Date     Condition        Report By
 SM0427  HISTORY     - 1935     MONUMENTED       CGS
 SM0427  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0427
 SM0427                          STATION DESCRIPTION
 SM0427
 SM0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0427'7.4 MI W FROM COOPERSTOWN.
 SM0427'7.4 MILES WEST OF, ALONG ST. HWY. NO. 7, FROM NORTHERN PAC. RAILWAY
 SM0427'STATION AT INTERSECTION OF T 146 N.  R 60 W, CORNER COMMON TO SEC. 22,
 SM0427'27, 23 AND 26.  ABOUT 225 FEET SOUTHEAST OF MRS. HILDA WOODLANDS FARM
 SM0427'HOUSE.  57.5 FEET NORTHWEST OF CENTERLINE OF INTERSECTION OF ROADS.
 SM0427'42.6 FEET NORTH OF CENTERLINE OF ST. HWY. NO. 7.  TABLET SET IN
 SM0427'PRECAST CONCRETE POST.
 SM0427
 SM0427                          STATION RECOVERY (1963)
 SM0427
 SM0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0428 ***********************************************************************
 SM0428  DESIGNATION -  D 201 RESET
 SM0428  PID         -  SM0428
 SM0428  STATE/COUNTY-  ND/GRIGGS
 SM0428  USGS QUAD   -  SUTTON NE (1961)
 SM0428
 SM0428                         *CURRENT SURVEY CONTROL
 SM0428  ___________________________________________________________________
 SM0428* NAD 83(1986)-  47 26 33.     (N)    098 17 09.     (W)     SCALED    
 SM0428* NAVD 88     -       442.428  (meters)    1451.53   (feet)  ADJUSTED  
 SM0428  ___________________________________________________________________
 SM0428  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 SM0428  DYNAMIC HT  -         442.485 (meters)    1451.72  (feet)  COMP
 SM0428  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 SM0428
 SM0428  VERT ORDER  -  SECOND    CLASS 0
 SM0428
 SM0428.The horizontal coordinates were scaled from a topographic map and have
 SM0428.an estimated accuracy of +/- 6 seconds.
 SM0428
 SM0428.The orthometric height was determined by differential leveling
 SM0428.and adjusted by the National Geodetic Survey in June 1991..
 SM0428
 SM0428.The geoid height was determined by GEOID03.
 SM0428
 SM0428.The dynamic height is computed by dividing the NAVD 88
 SM0428.geopotential number by the normal gravity value computed on the
 SM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0428.degrees latitude (g = 980.6199 gals.).
 SM0428
 SM0428.The modeled gravity was interpolated from observed gravity values.
 SM0428
 SM0428;                    North         East    Units  Estimated Accuracy
 SM0428;SPC ND N     -    51,600.      766,980.      MT  (+/- 180 meters Scaled)
 SM0428
 SM0428                          SUPERSEDED SURVEY CONTROL
 SM0428
 SM0428  NGVD 29 (??/??/92)  442.080  (m)         1450.39   (f) ADJ UNCH    2 0
 SM0428
 SM0428.Superseded values are not recommended for survey control.
 SM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0428.See file dsdata.txt to determine how the superseded data were derived.
 SM0428
 SM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT538545(NAD 83)
 SM0428_MARKER: DB = BENCH MARK DISK
 SM0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0428_STAMPING: D 201 RESET 1961
 SM0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0428+STABILITY: SURFACE MOTION
 SM0428
 SM0428  HISTORY     - Date     Condition        Report By
 SM0428  HISTORY     - 1961     MONUMENTED       CGS
 SM0428  HISTORY     - 1963     GOOD             NGS
 SM0428
 SM0428                          STATION DESCRIPTION
 SM0428
 SM0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0428'7.5 MI W FROM COOPERSTOWN.
 SM0428'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0428'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0428'THENCE 6.6 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 23, T
 SM0428'146 N, R 60 W, AT AN INTERSECTION OF THE HIGHWAY AND A TRAIL ROAD, 100
 SM0428'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE
 SM0428'CENTER LINE OF THE TRAIL ROAD, ABOUT 225 FEET SOUTHEAST OF THE
 SM0428'SOUTHEAST CORNER OF A 2-STORY FARMHOUSE, 1 1/2 FEET SOUTHEAST OF A
 SM0428'FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL
 SM0428'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 SM0428'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0439 ***********************************************************************
 SM0439  DESIGNATION -  D 205
 SM0439  PID         -  SM0439
 SM0439  STATE/COUNTY-  ND/GRIGGS
 SM0439  USGS QUAD   -  SUTTON SW (1961)
 SM0439
 SM0439                         *CURRENT SURVEY CONTROL
 SM0439  ___________________________________________________________________
 SM0439* NAD 83(1986)-  47 19 35.     (N)    098 26 06.     (W)     SCALED    
 SM0439* NAVD 88     -       449.487  (meters)    1474.69   (feet)  ADJUSTED  
 SM0439  ___________________________________________________________________
 SM0439  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0439  DYNAMIC HT  -         449.526 (meters)    1474.82  (feet)  COMP
 SM0439  MODELED GRAV-     980,687.4   (mgal)                       NAVD 88
 SM0439
 SM0439  VERT ORDER  -  SECOND    CLASS 0
 SM0439
 SM0439.The horizontal coordinates were scaled from a topographic map and have
 SM0439.an estimated accuracy of +/- 6 seconds.
 SM0439
 SM0439.The orthometric height was determined by differential leveling
 SM0439.and adjusted by the National Geodetic Survey in June 1991..
 SM0439
 SM0439.The geoid height was determined by GEOID03.
 SM0439
 SM0439.The dynamic height is computed by dividing the NAVD 88
 SM0439.geopotential number by the normal gravity value computed on the
 SM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0439.degrees latitude (g = 980.6199 gals.).
 SM0439
 SM0439.The modeled gravity was interpolated from observed gravity values.
 SM0439
 SM0439;                    North         East    Units  Estimated Accuracy
 SM0439;SPC ND N     -    38,380.      756,080.      MT  (+/- 180 meters Scaled)
 SM0439
 SM0439                          SUPERSEDED SURVEY CONTROL
 SM0439
 SM0439  NGVD 29 (??/??/92)  449.121  (m)         1473.49   (f) ADJ UNCH    2 0
 SM0439
 SM0439.Superseded values are not recommended for survey control.
 SM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0439.See file dsdata.txt to determine how the superseded data were derived.
 SM0439
 SM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT426415(NAD 83)
 SM0439_MARKER: DB = BENCH MARK DISK
 SM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0439_STAMPING: D 205 1935
 SM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0439+STABILITY: SURFACE MOTION
 SM0439
 SM0439  HISTORY     - Date     Condition        Report By
 SM0439  HISTORY     - 1935     MONUMENTED       CGS
 SM0439  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0439
 SM0439                          STATION DESCRIPTION
 SM0439
 SM0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0439'0.3 MI E FROM SUTTON.
 SM0439'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0439'SUTTON, GRIGGS COUNTY, 5.0 MILES SOUTH ALONG A SECTION-LINE ROAD. 0.3
 SM0439'MILE SOUTH OF A FARMHOUSE ON THE L. FRENCH FARM, AT THE SOUTHEAST
 SM0439'CORNER OF SECTION 33, T. 145 N., R. 61 W., AT A ROAD JUNCTION 61 FEET
 SM0439'NORTHWEST OF THE CENTER OF THE JUNCTION, 48.2 FEET WEST OF THE
 SM0439'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 13 FEET WEST OF THE SOUTHEAST
 SM0439'CORNER OF A FENCE, AND 1.1 FEET SOUTH OF THE EAST-AND-WEST FENCE.  A
 SM0439'STANDARD DISK, STAMPED D 205 1935 AND SET IN THE TOP OF A CONCRETE
 SM0439'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0568 ***********************************************************************
 SM0568  DESIGNATION -  D 206
 SM0568  PID         -  SM0568
 SM0568  STATE/COUNTY-  ND/FOSTER
 SM0568  USGS QUAD   -  ARROWWOOD LAKE (1951)
 SM0568
 SM0568                         *CURRENT SURVEY CONTROL
 SM0568  ___________________________________________________________________
 SM0568* NAD 83(1986)-  47 21 19.     (N)    098 48 29.     (W)     SCALED    
 SM0568* NAVD 88     -       452.849  (meters)    1485.72   (feet)  ADJUSTED  
 SM0568  ___________________________________________________________________
 SM0568  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SM0568  DYNAMIC HT  -         452.895 (meters)    1485.87  (feet)  COMP
 SM0568  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 SM0568
 SM0568  VERT ORDER  -  SECOND    CLASS 0
 SM0568
 SM0568.The horizontal coordinates were scaled from a topographic map and have
 SM0568.an estimated accuracy of +/- 6 seconds.
 SM0568
 SM0568.The orthometric height was determined by differential leveling
 SM0568.and adjusted by the National Geodetic Survey in June 1991..
 SM0568
 SM0568.The geoid height was determined by GEOID03.
 SM0568
 SM0568.The dynamic height is computed by dividing the NAVD 88
 SM0568.geopotential number by the normal gravity value computed on the
 SM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0568.degrees latitude (g = 980.6199 gals.).
 SM0568
 SM0568.The modeled gravity was interpolated from observed gravity values.
 SM0568
 SM0568;                    North         East    Units  Estimated Accuracy
 SM0568;SPC ND N     -    40,910.      727,820.      MT  (+/- 180 meters Scaled)
 SM0568
 SM0568                          SUPERSEDED SURVEY CONTROL
 SM0568
 SM0568  NGVD 29 (??/??/92)  452.478  (m)         1484.50   (f) ADJ UNCH    2 0
 SM0568
 SM0568.Superseded values are not recommended for survey control.
 SM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0568.See file dsdata.txt to determine how the superseded data were derived.
 SM0568
 SM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT144446(NAD 83)
 SM0568_MARKER: DB = BENCH MARK DISK
 SM0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0568_STAMPING: D 206 1935
 SM0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0568+STABILITY: SURFACE MOTION
 SM0568
 SM0568  HISTORY     - Date     Condition        Report By
 SM0568  HISTORY     - 1935     MONUMENTED       CGS
 SM0568  HISTORY     - 1960     GOOD             NGS
 SM0568
 SM0568                          STATION DESCRIPTION
 SM0568
 SM0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0568'9.5 MI ESE FROM BORDULAC.
 SM0568'2.0 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE HIGH SCHOOL AT
 SM0568'BORDULAC, FOSTER COUNTY, THENCE 7.5 MILES EAST ALONG ANOTHER
 SM0568'SECTION-LINE ROAD.  1.0 MILE NORTH OF THE J. W. JOHNSON FARMHOUSE, 0.5
 SM0568'MILE EAST OF THE EAST BANK OF JAMES RIVER, AT THE SOUTHWEST CORNER OF
 SM0568'SECTION 22, T. 145 N., R. 64 W., AT THE CORNER OF SECTIONS 22 AND 27,
 SM0568'48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6.8 FEET NORTH OF THE
 SM0568'SOUTHWEST CORNER OF A PASTURE FENCE, AND 0.8 FOOT WEST OF THE
 SM0568'NORTH-AND-SOUTH BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED D 206
 SM0568'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS
 SM0568'RECOVERED NEAR THE CENTER OF THE SOUTH SIDE OF SEC. 22, T. 145 N., R.
 SM0568'64 W., 48 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND 27 FEET
 SM0568'NORTHEAST OF THE CORNER POST AT THE SOUTHEAST CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0462 ***********************************************************************
 SM0462  DESIGNATION -  D 208
 SM0462  PID         -  SM0462
 SM0462  STATE/COUNTY-  ND/BARNES
 SM0462  USGS QUAD   -  LEAL (1961)
 SM0462
 SM0462                         *CURRENT SURVEY CONTROL
 SM0462  ___________________________________________________________________
 SM0462* NAD 83(1986)-  47 00 31.     (N)    098 20 26.     (W)     SCALED    
 SM0462* NAVD 88     -       443.358  (meters)    1454.58   (feet)  ADJUSTED  
 SM0462  ___________________________________________________________________
 SM0462  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0462  DYNAMIC HT  -         443.383 (meters)    1454.67  (feet)  COMP
 SM0462  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 SM0462
 SM0462  VERT ORDER  -  SECOND    CLASS 0
 SM0462
 SM0462.The horizontal coordinates were scaled from a topographic map and have
 SM0462.an estimated accuracy of +/- 6 seconds.
 SM0462
 SM0462.The orthometric height was determined by differential leveling
 SM0462.and adjusted by the National Geodetic Survey in June 1991..
 SM0462
 SM0462.The geoid height was determined by GEOID03.
 SM0462
 SM0462.The dynamic height is computed by dividing the NAVD 88
 SM0462.geopotential number by the normal gravity value computed on the
 SM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0462.degrees latitude (g = 980.6199 gals.).
 SM0462
 SM0462.The modeled gravity was interpolated from observed gravity values.
 SM0462
 SM0462;                    North         East    Units  Estimated Accuracy
 SM0462;SPC ND S     -   151,420.      764,180.      MT  (+/- 180 meters Scaled)
 SM0462
 SM0462                          SUPERSEDED SURVEY CONTROL
 SM0462
 SM0462  NGVD 29 (??/??/92)  442.984  (m)         1453.36   (f) ADJ UNCH    2 0
 SM0462
 SM0462.Superseded values are not recommended for survey control.
 SM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0462.See file dsdata.txt to determine how the superseded data were derived.
 SM0462
 SM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT501063(NAD 83)
 SM0462_MARKER: DB = BENCH MARK DISK
 SM0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0462_STAMPING: D 208 1935
 SM0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0462+STABILITY: SURFACE MOTION
 SM0462
 SM0462  HISTORY     - Date     Condition        Report By
 SM0462  HISTORY     - 1935     MONUMENTED       CGS
 SM0462  HISTORY     - 1961     GOOD             NGS
 SM0462
 SM0462                          STATION DESCRIPTION
 SM0462
 SM0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0462'4.9 MI N FROM ECKELSON.
 SM0462'4.9 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE NORTHERN PACIFIC
 SM0462'RAILWAY STATION AT ECKELSON, BARNES COUNTY, AT THE SOUTHEAST CORNER OF
 SM0462'SECTION 24, T. 141 N., R. 61 W., AT A ROAD INTERSECTION, 38.9 FEET
 SM0462'NORTHWEST OF THE CENTER OF THE INTERSECTION, 30.4 FEET WEST OF THE
 SM0462'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 3 FEET NORTHWEST OF THE
 SM0462'SOUTHEAST CORNER OF A FENCE, AND 1.7 FEET NORTH OF THE EAST-AND-WEST
 SM0462'FENCE.  A STANDARD DISK, STAMPED D 208 1935 AND SET IN THE TOP OF A
 SM0462'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0128 ***********************************************************************
 RS0128  DESIGNATION -  D 21 RESET
 RS0128  PID         -  RS0128
 RS0128  STATE/COUNTY-  ND/STARK
 RS0128  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0128
 RS0128                         *CURRENT SURVEY CONTROL
 RS0128  ___________________________________________________________________
 RS0128* NAD 83(1986)-  46 52 13.     (N)    102 47 24.     (W)     SCALED    
 RS0128* NAVD 88     -       729.18   (+/-2cm)    2392.3    (feet)  VERTCON   
 RS0128  ___________________________________________________________________
 RS0128  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 RS0128
 RS0128  VERT ORDER  -  THIRD (See Below)
 RS0128
 RS0128.The horizontal coordinates were scaled from a topographic map and have
 RS0128.an estimated accuracy of +/- 6 seconds.
 RS0128
 RS0128.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0128.The vertical order pertains to the NGVD 29 superseded value.
 RS0128
 RS0128.The geoid height was determined by GEOID03.
 RS0128
 RS0128;                    North         East    Units  Estimated Accuracy
 RS0128;SPC ND S     -   136,330.      425,450.      MT  (+/- 180 meters Scaled)
 RS0128
 RS0128                          SUPERSEDED SURVEY CONTROL
 RS0128
 RS0128  NGVD 29 (??/??/??)  728.64   (m)         2390.5    (f) RESET       3  
 RS0128
 RS0128.Superseded values are not recommended for survey control.
 RS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0128.See file dsdata.txt to determine how the superseded data were derived.
 RS0128
 RS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM684931(NAD 83)
 RS0128_MARKER: DB = BENCH MARK DISK
 RS0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0128_SP_SET: BRIDGE
 RS0128_STAMPING: D 21 RESET 1966
 RS0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0128
 RS0128  HISTORY     - Date     Condition        Report By
 RS0128  HISTORY     - 1966     MONUMENTED       NDHD
 RS0128  HISTORY     - 1967     GOOD             NDHD
 RS0128
 RS0128                          STATION DESCRIPTION
 RS0128
 RS0128'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 RS0128'0.7 MI S FROM DICKINSON.
 RS0128'O.7 MILE SOUTH ALONG STATE HIGHWAY 22 FROM DICKINSON, AT THE NORTH END
 RS0128'OF A CONCRETE BRIDGE AND IN THE TOP OF THE EAST CONCRETE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0430 ***********************************************************************
 TE0430  DESIGNATION -  D 211 RESET
 TE0430  PID         -  TE0430
 TE0430  STATE/COUNTY-  ND/WALSH
 TE0430  USGS QUAD   -  FAIRDALE (1972)
 TE0430
 TE0430                         *CURRENT SURVEY CONTROL
 TE0430  ___________________________________________________________________
 TE0430* NAD 83(1986)-  48 29 08.     (N)    098 12 33.     (W)     SCALED    
 TE0430* NAVD 88     -       493.412  (meters)    1618.80   (feet)  ADJUSTED  
 TE0430  ___________________________________________________________________
 TE0430  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 TE0430  DYNAMIC HT  -         493.513 (meters)    1619.13  (feet)  COMP
 TE0430  MODELED GRAV-     980,798.9   (mgal)                       NAVD 88
 TE0430
 TE0430  VERT ORDER  -  SECOND    CLASS 0
 TE0430
 TE0430.The horizontal coordinates were scaled from a topographic map and have
 TE0430.an estimated accuracy of +/- 6 seconds.
 TE0430
 TE0430.The orthometric height was determined by differential leveling
 TE0430.and adjusted by the National Geodetic Survey in June 1991..
 TE0430
 TE0430.The geoid height was determined by GEOID03.
 TE0430
 TE0430.The dynamic height is computed by dividing the NAVD 88
 TE0430.geopotential number by the normal gravity value computed on the
 TE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0430.degrees latitude (g = 980.6199 gals.).
 TE0430
 TE0430.The modeled gravity was interpolated from observed gravity values.
 TE0430
 TE0430;                    North         East    Units  Estimated Accuracy
 TE0430;SPC ND N     -   167,690.      769,310.      MT  (+/- 180 meters Scaled)
 TE0430
 TE0430                          SUPERSEDED SURVEY CONTROL
 TE0430
 TE0430  NGVD 29 (??/??/92)  493.034  (m)         1617.56   (f) ADJ UNCH    2 0
 TE0430
 TE0430.Superseded values are not recommended for survey control.
 TE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0430.See file dsdata.txt to determine how the superseded data were derived.
 TE0430
 TE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU584705(NAD 83)
 TE0430_MARKER: DB = BENCH MARK DISK
 TE0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0430_STAMPING: D 211 1935 RESET 1964
 TE0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0430+STABILITY: SURFACE MOTION
 TE0430
 TE0430  HISTORY     - Date     Condition        Report By
 TE0430  HISTORY     - 1964     MONUMENTED       CGS
 TE0430
 TE0430                          STATION DESCRIPTION
 TE0430
 TE0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0430'1.0 MI E FROM FAIRDALE.
 TE0430'ABOUT 1.0 MILE EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0430'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 23, T 158 N, R 59 W, 53
 TE0430'FEET NORTHWEST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A
 TE0430'DIRT ROAD, 36 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 9, 37 FEET
 TE0430'WEST OF THE CENTER LINE OF THE DIRT ROAD, 22 FEET SOUTHEAST OF A POWER
 TE0430'POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE DIRT ROADS, AND SET IN THE
 TE0430'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0291 ***********************************************************************
 RR0291  DESIGNATION -  D 212
 RR0291  PID         -  RR0291
 RR0291  STATE/COUNTY-  ND/BURLEIGH
 RR0291  USGS QUAD   -  BISMARCK (1976)
 RR0291
 RR0291                         *CURRENT SURVEY CONTROL
 RR0291  ___________________________________________________________________
 RR0291* NAD 83(1986)-  46 51 06.     (N)    100 45 18.     (W)     SCALED    
 RR0291* NAVD 88     -       529.393  (meters)    1736.85   (feet)  ADJUSTED  
 RR0291  ___________________________________________________________________
 RR0291  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0291  DYNAMIC HT  -         529.400 (meters)    1736.87  (feet)  COMP
 RR0291  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 RR0291
 RR0291  VERT ORDER  -  FIRST     CLASS II
 RR0291
 RR0291.The horizontal coordinates were scaled from a topographic map and have
 RR0291.an estimated accuracy of +/- 6 seconds.
 RR0291
 RR0291.The orthometric height was determined by differential leveling
 RR0291.and adjusted by the National Geodetic Survey in June 1991..
 RR0291
 RR0291.The geoid height was determined by GEOID03.
 RR0291
 RR0291.The dynamic height is computed by dividing the NAVD 88
 RR0291.geopotential number by the normal gravity value computed on the
 RR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0291.degrees latitude (g = 980.6199 gals.).
 RR0291
 RR0291.The modeled gravity was interpolated from observed gravity values.
 RR0291
 RR0291;                    North         East    Units  Estimated Accuracy
 RR0291;SPC ND S     -   131,750.      580,550.      MT  (+/- 180 meters Scaled)
 RR0291
 RR0291                          SUPERSEDED SURVEY CONTROL
 RR0291
 RR0291  NGVD 29 (??/??/92)  528.970  (m)         1735.46   (f) ADJ UNCH    1 2
 RR0291
 RR0291.Superseded values are not recommended for survey control.
 RR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0291.See file dsdata.txt to determine how the superseded data were derived.
 RR0291
 RR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS662901(NAD 83)
 RR0291_MARKER: DB = BENCH MARK DISK
 RR0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0291_STAMPING: D 212 1962
 RR0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0291+STABILITY: SURFACE MOTION
 RR0291
 RR0291  HISTORY     - Date     Condition        Report By
 RR0291  HISTORY     - 1962     MONUMENTED       CGS
 RR0291  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0291
 RR0291                          STATION DESCRIPTION
 RR0291
 RR0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0291'5.4 MI N FROM BISMARCK.
 RR0291'ABOUT 5.4 MILE NORTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0291'STATION AT BISMARCK, AT MILEPOST 555, 70 FEET EAST AND ACROSS THE
 RR0291'TRACK FROM THE MILEPOST, 46.5 FEET EAST OF THE EAST RAIL, 1.3 FEET
 RR0291'NORTH OF A WITNESS POST, 1 FOOT WEST OF A FENCE LINE, ABOUT 5 FEET
 RR0291'HIGHER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0291'0.5 FOOT.
 RR0291
 RR0291                          STATION RECOVERY (1982)
 RR0291
 RR0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0524 ***********************************************************************
 SN0524  DESIGNATION -  D 214
 SN0524  PID         -  SN0524
 SN0524  STATE/COUNTY-  ND/MCLEAN
 SN0524  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0524
 SN0524                         *CURRENT SURVEY CONTROL
 SN0524  ___________________________________________________________________
 SN0524* NAD 83(1986)-  47 37 03.     (N)    101 18 45.     (W)     SCALED    
 SN0524* NAVD 88     -       568.309  (meters)    1864.53   (feet)  ADJUSTED  
 SN0524  ___________________________________________________________________
 SN0524  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SN0524  DYNAMIC HT  -         568.358 (meters)    1864.69  (feet)  COMP
 SN0524  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 SN0524
 SN0524  VERT ORDER  -  FIRST     CLASS II
 SN0524
 SN0524.The horizontal coordinates were scaled from a topographic map and have
 SN0524.an estimated accuracy of +/- 6 seconds.
 SN0524
 SN0524.The orthometric height was determined by differential leveling
 SN0524.and adjusted by the National Geodetic Survey in June 1991..
 SN0524
 SN0524.The geoid height was determined by GEOID03.
 SN0524
 SN0524.The dynamic height is computed by dividing the NAVD 88
 SN0524.geopotential number by the normal gravity value computed on the
 SN0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0524.degrees latitude (g = 980.6199 gals.).
 SN0524
 SN0524.The modeled gravity was interpolated from observed gravity values.
 SN0524
 SN0524;                    North         East    Units  Estimated Accuracy
 SN0524;SPC ND N     -    68,980.      538,920.      MT  (+/- 180 meters Scaled)
 SN0524
 SN0524                          SUPERSEDED SURVEY CONTROL
 SN0524
 SN0524  NGVD 29 (??/??/92)  567.905  (m)         1863.20   (f) ADJ UNCH    1 2
 SN0524
 SN0524.Superseded values are not recommended for survey control.
 SN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0524.See file dsdata.txt to determine how the superseded data were derived.
 SN0524
 SN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT262763(NAD 83)
 SN0524_MARKER: DB = BENCH MARK DISK
 SN0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0524_STAMPING: D 214 1962
 SN0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0524+STABILITY: SURFACE MOTION
 SN0524
 SN0524  HISTORY     - Date     Condition        Report By
 SN0524  HISTORY     - 1962     MONUMENTED       CGS
 SN0524  HISTORY     - 1982     GOOD             NGS
 SN0524
 SN0524                          STATION DESCRIPTION
 SN0524
 SN0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0524'5.8 MI SE FROM GARRISON.
 SN0524'ABOUT 5.8 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0524'STATION AT GARRISON, AT MILEPOLE 487, 25 FEET NORTH OF THE NORTH RAIL
 SN0524'OF THE MAIN TRACK, 81 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 SN0524'2.8 FEET EAST OF THE MILEPOLE, 1.5 FEET WEST OF A WITNESS POST, ABOUT
 SN0524'LEVEL WITH THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SN0524'0.5 FOOT.
 SN0524
 SN0524                          STATION RECOVERY (1982)
 SN0524
 SN0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1013 ***********************************************************************
 SN1013  DESIGNATION -  D 215
 SN1013  PID         -  SN1013
 SN1013  STATE/COUNTY-  ND/WARD
 SN1013  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1013
 SN1013                         *CURRENT SURVEY CONTROL
 SN1013  ___________________________________________________________________
 SN1013* NAD 83(1986)-  47 52 18.     (N)    101 32 40.     (W)     SCALED    
 SN1013* NAVD 88     -       630.237  (meters)    2067.70   (feet)  ADJUSTED  
 SN1013  ___________________________________________________________________
 SN1013  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SN1013  DYNAMIC HT  -         630.312 (meters)    2067.95  (feet)  COMP
 SN1013  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 SN1013
 SN1013  VERT ORDER  -  SECOND    CLASS 0
 SN1013
 SN1013.The horizontal coordinates were scaled from a topographic map and have
 SN1013.an estimated accuracy of +/- 6 seconds.
 SN1013
 SN1013.The orthometric height was determined by differential leveling
 SN1013.and adjusted by the National Geodetic Survey in June 1991..
 SN1013
 SN1013.The geoid height was determined by GEOID03.
 SN1013
 SN1013.The dynamic height is computed by dividing the NAVD 88
 SN1013.geopotential number by the normal gravity value computed on the
 SN1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1013.degrees latitude (g = 980.6199 gals.).
 SN1013
 SN1013.The modeled gravity was interpolated from observed gravity values.
 SN1013
 SN1013;                    North         East    Units  Estimated Accuracy
 SN1013;SPC ND N     -    97,440.      521,870.      MT  (+/- 180 meters Scaled)
 SN1013
 SN1013                          SUPERSEDED SURVEY CONTROL
 SN1013
 SN1013  NGVD 29 (??/??/92)  629.834  (m)         2066.38   (f) ADJ UNCH    2 0
 SN1013
 SN1013.Superseded values are not recommended for survey control.
 SN1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1013.See file dsdata.txt to determine how the superseded data were derived.
 SN1013
 SN1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU097051(NAD 83)
 SN1013_MARKER: DB = BENCH MARK DISK
 SN1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1013_STAMPING: D 215 1962
 SN1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1013+STABILITY: SURFACE MOTION
 SN1013
 SN1013  HISTORY     - Date     Condition        Report By
 SN1013  HISTORY     - 1962     MONUMENTED       CGS
 SN1013
 SN1013                          STATION DESCRIPTION
 SN1013
 SN1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1013'2.1 MI NW FROM DOUGLAS.
 SN1013'2.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1013'DOUGLAS, 8 POLES SOUTHEAST OF A ROAD CROSSING, 30 FEET NORTHEAST OF
 SN1013'THE NORTHEAST RAIL, 14.3 FEET SOUTHWEST OF A FENCE, 3.0 FEET SOUTHEAST
 SN1013'OF MILEPOST 480, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1.5 FEET
 SN1013'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SN1013'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0214 ***********************************************************************
 SO0214  DESIGNATION -  D 216
 SO0214  PID         -  SO0214
 SO0214  STATE/COUNTY-  ND/MOUNTRAIL
 SO0214  USGS QUAD   -  PARSHALL NE (1981)
 SO0214
 SO0214                         *CURRENT SURVEY CONTROL
 SO0214  ___________________________________________________________________
 SO0214* NAD 83(1986)-  47 57 55.     (N)    102 02 26.     (W)     SCALED    
 SO0214* NAVD 88     -       601.348  (meters)    1972.92   (feet)  ADJUSTED  
 SO0214  ___________________________________________________________________
 SO0214  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 SO0214  DYNAMIC HT  -         601.433 (meters)    1973.20  (feet)  COMP
 SO0214  MODELED GRAV-     980,732.6   (mgal)                       NAVD 88
 SO0214
 SO0214  VERT ORDER  -  SECOND    CLASS 0
 SO0214
 SO0214.The horizontal coordinates were scaled from a topographic map and have
 SO0214.an estimated accuracy of +/- 6 seconds.
 SO0214
 SO0214.The orthometric height was determined by differential leveling
 SO0214.and adjusted by the National Geodetic Survey in June 1991..
 SO0214
 SO0214.The geoid height was determined by GEOID03.
 SO0214
 SO0214.The dynamic height is computed by dividing the NAVD 88
 SO0214.geopotential number by the normal gravity value computed on the
 SO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0214.degrees latitude (g = 980.6199 gals.).
 SO0214
 SO0214.The modeled gravity was interpolated from observed gravity values.
 SO0214
 SO0214;                    North         East    Units  Estimated Accuracy
 SO0214;SPC ND N     -   108,470.      484,970.      MT  (+/- 180 meters Scaled)
 SO0214
 SO0214                          SUPERSEDED SURVEY CONTROL
 SO0214
 SO0214  NGVD 29 (??/??/92)  600.917  (m)         1971.51   (f) ADJ UNCH    2 0
 SO0214
 SO0214.Superseded values are not recommended for survey control.
 SO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0214.See file dsdata.txt to determine how the superseded data were derived.
 SO0214
 SO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP208166(NAD 83)
 SO0214_MARKER: DB = BENCH MARK DISK
 SO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0214_STAMPING: D 216 1962
 SO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0214+STABILITY: SURFACE MOTION
 SO0214
 SO0214  HISTORY     - Date     Condition        Report By
 SO0214  HISTORY     - 1962     MONUMENTED       CGS
 SO0214
 SO0214                          STATION DESCRIPTION
 SO0214
 SO0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0214'4.5 MI E FROM PARSHALL.
 SO0214'ABOUT 4.5 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0214'PARSHALL, AT MILEPOLE 506, 43.3 FEET NORTH OF THE NORTH RAIL, 35 FEET
 SO0214'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 3.3 FEET EAST OF THE MILEPOLE,
 SO0214'3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, A DISK IN THE
 SO0214'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1070 ***********************************************************************
 TF1070  DESIGNATION -  D 217
 TF1070  PID         -  TF1070
 TF1070  STATE/COUNTY-  ND/WARD
 TF1070  USGS QUAD   -  MINOT (1979)
 TF1070
 TF1070                         *CURRENT SURVEY CONTROL
 TF1070  ___________________________________________________________________
 TF1070* NAD 83(1986)-  48 13 03.     (N)    101 17 49.     (W)     SCALED    
 TF1070* NAVD 88     -       535.363  (meters)    1756.44   (feet)  ADJUSTED  
 TF1070  ___________________________________________________________________
 TF1070  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TF1070  DYNAMIC HT  -         535.451 (meters)    1756.73  (feet)  COMP
 TF1070  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 TF1070
 TF1070  VERT ORDER  -  FIRST     CLASS II
 TF1070
 TF1070.The horizontal coordinates were scaled from a topographic map and have
 TF1070.an estimated accuracy of +/- 6 seconds.
 TF1070
 TF1070.The orthometric height was determined by differential leveling
 TF1070.and adjusted by the National Geodetic Survey in June 1991..
 TF1070.WARNING-Repeat measurements at this control monument indicate possible
 TF1070.vertical movement.
 TF1070
 TF1070.The geoid height was determined by GEOID03.
 TF1070
 TF1070.The dynamic height is computed by dividing the NAVD 88
 TF1070.geopotential number by the normal gravity value computed on the
 TF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1070.degrees latitude (g = 980.6199 gals.).
 TF1070
 TF1070.The modeled gravity was interpolated from observed gravity values.
 TF1070
 TF1070;                    North         East    Units  Estimated Accuracy
 TF1070;SPC ND N     -   135,670.      540,780.      MT  (+/- 180 meters Scaled)
 TF1070
 TF1070                          SUPERSEDED SURVEY CONTROL
 TF1070
 TF1070  NGVD 29 (??/??/92)  535.000  (m)         1755.25   (f) ADJ UNCH    1 2
 TF1070
 TF1070.Superseded values are not recommended for survey control.
 TF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1070.See file dsdata.txt to determine how the superseded data were derived.
 TF1070
 TF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293430(NAD 83)
 TF1070_MARKER: DB = BENCH MARK DISK
 TF1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1070_SP_SET: BUILDING
 TF1070_STAMPING: D 217 1962
 TF1070_MARK LOGO: CGS   
 TF1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1070
 TF1070  HISTORY     - Date     Condition        Report By
 TF1070  HISTORY     - 1962     MONUMENTED       CGS
 TF1070  HISTORY     - 1965     GOOD             NGS
 TF1070  HISTORY     - 1982     GOOD             NGS
 TF1070
 TF1070                          STATION DESCRIPTION
 TF1070
 TF1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1070'IN MINOT.
 TF1070'0.9 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT, AT
 TF1070'THE INTERSECTION OF SECOND STREET, WHICH IS U.S. HIGHWAY 83, AND 16TH
 TF1070'AVENUE.  SET VERTICAL IN THE NORTH FACE NEAR THE NORTHWEST CORNER OF
 TF1070'THE DREBSBACHS INTERNATIONAL HARVESTER PARTS AND SERVICE BUILDING, 25
 TF1070'FEET EAST OF THE NORTHWEST CORNER OF THE MAIN PART OF THE BUILDING,
 TF1070'2.8 FEET WEST OF THE WEST EDGE OF THE WEST ONE OF TWO DOUBLE DOORS,
 TF1070'2.5 FEET ABOVE THE GROUND, 6 FEET ABOVE THE HIGHWAY.  A VERTICAL.
 TF1070
 TF1070                          STATION RECOVERY (1965)
 TF1070
 TF1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TF1070'RECOVERED IN GOOD CONDITION.
 TF1070
 TF1070                          STATION RECOVERY (1982)
 TF1070
 TF1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1070'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TF1070'IN MINOT, AT 1610 SOUTH BROADWAY, SET VERTICALLY IN THE NORTH FACE OF
 TF1070'THE WALL OF THE DREBSBACHS INTERNATIONAL HARVESTER PARTS AND SERVICE
 TF1070'BUILDING, 26.6 METERS (87.3 FT) WEST OF THE NORTHEAST CORNER OF THE
 TF1070'BUILDING, 17.1 METERS (56.1 FT) EAST OF THE NORTHWEST CORNER OF THE
 TF1070'BUILDING AND 0.9 METER (3.0 FT) WEST OF THE WEST EDGE OF THE WEST 1 OF
 TF1070'2 BAY DOORS ON THE NORTH SIDE OF THE BUILDING.
 TF1070'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0564 ***********************************************************************
 SN0564  DESIGNATION -  D 218
 SN0564  PID         -  SN0564
 SN0564  STATE/COUNTY-  ND/MCLEAN
 SN0564  USGS QUAD   -  MAX (1980)
 SN0564
 SN0564                         *CURRENT SURVEY CONTROL
 SN0564  ___________________________________________________________________
 SN0564* NAD 83(1986)-  47 46 31.     (N)    101 18 54.     (W)     SCALED    
 SN0564* NAVD 88     -       614.150  (meters)    2014.92   (feet)  ADJUSTED  
 SN0564  ___________________________________________________________________
 SN0564  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 SN0564  DYNAMIC HT  -         614.210 (meters)    2015.12  (feet)  COMP
 SN0564  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN0564
 SN0564  VERT ORDER  -  FIRST     CLASS II
 SN0564
 SN0564.The horizontal coordinates were scaled from a topographic map and have
 SN0564.an estimated accuracy of +/- 6 seconds.
 SN0564
 SN0564.The orthometric height was determined by differential leveling
 SN0564.and adjusted by the National Geodetic Survey in June 1991..
 SN0564
 SN0564.The geoid height was determined by GEOID03.
 SN0564
 SN0564.The dynamic height is computed by dividing the NAVD 88
 SN0564.geopotential number by the normal gravity value computed on the
 SN0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0564.degrees latitude (g = 980.6199 gals.).
 SN0564
 SN0564.The modeled gravity was interpolated from observed gravity values.
 SN0564
 SN0564;                    North         East    Units  Estimated Accuracy
 SN0564;SPC ND N     -    86,520.      538,920.      MT  (+/- 180 meters Scaled)
 SN0564
 SN0564                          SUPERSEDED SURVEY CONTROL
 SN0564
 SN0564  NGVD 29 (??/??/92)  613.749  (m)         2013.61   (f) ADJ UNCH    1 2
 SN0564
 SN0564.Superseded values are not recommended for survey control.
 SN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0564.See file dsdata.txt to determine how the superseded data were derived.
 SN0564
 SN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT265939(NAD 83)
 SN0564_MARKER: DB = BENCH MARK DISK
 SN0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0564_STAMPING: D 218 1962
 SN0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0564+STABILITY: SURFACE MOTION
 SN0564
 SN0564  HISTORY     - Date     Condition        Report By
 SN0564  HISTORY     - 1962     MONUMENTED       CGS
 SN0564  HISTORY     - 1982     GOOD             NGS
 SN0564
 SN0564                          STATION DESCRIPTION
 SN0564
 SN0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0564'3.8 MI SW FROM MAX.
 SN0564'ABOUT 3.8 MILE SOUTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0564'AT MAX, AT THE 7TH TELEGRAPH POLE SOUTH OF MILE POST 470, AT A GRADED
 SN0564'RAILROAD CROSSING, 61 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SN0564'CROSSING, 42.3 FEET EAST OF THE EAST RAIL, 45.5 FEET SOUTH OF THE
 SN0564'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A TELEGRAPH POLE, 1.7 FEET
 SN0564'SOUTHWEST OF A WITNESS POST, ABOUT TWO FEET BELOW THE TRACK, A DISK IN
 SN0564'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SN0564
 SN0564                          STATION RECOVERY (1982)
 SN0564
 SN0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0203 ***********************************************************************
 SN0203  DESIGNATION -  D 219
 SN0203  PID         -  SN0203
 SN0203  STATE/COUNTY-  ND/MCLEAN
 SN0203  USGS QUAD   -  KIEF (1958)
 SN0203
 SN0203                         *CURRENT SURVEY CONTROL
 SN0203  ___________________________________________________________________
 SN0203* NAD 83(1986)-  47 49 25.     (N)    100 35 41.     (W)     SCALED    
 SN0203* NAVD 88     -       505.259  (meters)    1657.67   (feet)  ADJUSTED  
 SN0203  ___________________________________________________________________
 SN0203  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SN0203  DYNAMIC HT  -         505.312 (meters)    1657.84  (feet)  COMP
 SN0203  MODELED GRAV-     980,702.3   (mgal)                       NAVD 88
 SN0203
 SN0203  VERT ORDER  -  SECOND    CLASS 0
 SN0203
 SN0203.The horizontal coordinates were scaled from a topographic map and have
 SN0203.an estimated accuracy of +/- 6 seconds.
 SN0203
 SN0203.The orthometric height was determined by differential leveling
 SN0203.and adjusted by the National Geodetic Survey in June 1991..
 SN0203
 SN0203.The geoid height was determined by GEOID03.
 SN0203
 SN0203.The dynamic height is computed by dividing the NAVD 88
 SN0203.geopotential number by the normal gravity value computed on the
 SN0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0203.degrees latitude (g = 980.6199 gals.).
 SN0203
 SN0203.The modeled gravity was interpolated from observed gravity values.
 SN0203
 SN0203;                    North         East    Units  Estimated Accuracy
 SN0203;SPC ND N     -    91,570.      592,910.      MT  (+/- 180 meters Scaled)
 SN0203
 SN0203                          SUPERSEDED SURVEY CONTROL
 SN0203
 SN0203  NGVD 29 (??/??/92)  504.861  (m)         1656.36   (f) ADJ UNCH    2 0
 SN0203
 SN0203.Superseded values are not recommended for survey control.
 SN0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0203.See file dsdata.txt to determine how the superseded data were derived.
 SN0203
 SN0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT806979(NAD 83)
 SN0203_MARKER: DB = BENCH MARK DISK
 SN0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0203_STAMPING: D 219 1962
 SN0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0203+STABILITY: SURFACE MOTION
 SN0203
 SN0203  HISTORY     - Date     Condition        Report By
 SN0203  HISTORY     - 1962     MONUMENTED       CGS
 SN0203
 SN0203                          STATION DESCRIPTION
 SN0203
 SN0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0203'3.8 MI E FROM BUTTE.
 SN0203'ABOUT 3.8 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0203'RAILROAD FROM THE STATION AT BUTTE, ABOUT 0.5 MILE WEST OF MILEPOLE
 SN0203'431, BETWEEN THE TRACK AND COUNTY ROAD NO 2, AT A FARM ROAD CROSSING,
 SN0203'63.6 FEET SOUTH OF THE SOUTH RAIL, 122 FEET SOUTHWEST OF THE
 SN0203'CENTERLINE OF THE CROSSING, 55.5 FEET NORTH OF THE CENTERLINE OF THE
 SN0203'COUNTY ROAD, 4 FEET EAST OF A TELEGRAPH POLE, 1.5 FEET WEST OF A
 SN0203'WITNESS POST, ABOUT 1.5 FEET BELOW THE LEVEL OF THE TRACK, A DISK IN
 SN0203'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  ALSO-- 4.6 MILE
 SN0203'SOUTHWEST OF THE RAILROAD STATION AT KIEF.  NOTE-- THE MINNEAPOLIS,
 SN0203'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0354 ***********************************************************************
 RR0354  DESIGNATION -  D 22
 RR0354  PID         -  RR0354
 RR0354  STATE/COUNTY-  ND/GRANT
 RR0354  USGS QUAD   -  RALEIGH (1980)
 RR0354
 RR0354                         *CURRENT SURVEY CONTROL
 RR0354  ___________________________________________________________________
 RR0354* NAD 83(1986)-  46 21 15.     (N)    101 18 18.     (W)     SCALED    
 RR0354* NAVD 88     -       620.567  (meters)    2035.98   (feet)  ADJUSTED  
 RR0354  ___________________________________________________________________
 RR0354  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 RR0354  DYNAMIC HT  -         620.546 (meters)    2035.91  (feet)  COMP
 RR0354  MODELED GRAV-     980,559.8   (mgal)                       NAVD 88
 RR0354
 RR0354  VERT ORDER  -  FIRST     CLASS II
 RR0354
 RR0354.The horizontal coordinates were scaled from a topographic map and have
 RR0354.an estimated accuracy of +/- 6 seconds.
 RR0354
 RR0354.The orthometric height was determined by differential leveling
 RR0354.and adjusted by the National Geodetic Survey in June 1991..
 RR0354
 RR0354.The geoid height was determined by GEOID03.
 RR0354
 RR0354.The dynamic height is computed by dividing the NAVD 88
 RR0354.geopotential number by the normal gravity value computed on the
 RR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0354.degrees latitude (g = 980.6199 gals.).
 RR0354
 RR0354.The modeled gravity was interpolated from observed gravity values.
 RR0354
 RR0354;                    North         East    Units  Estimated Accuracy
 RR0354;SPC ND S     -    76,740.      538,040.      MT  (+/- 180 meters Scaled)
 RR0354
 RR0354                          SUPERSEDED SURVEY CONTROL
 RR0354
 RR0354  NGVD 29 (??/??/92)  620.101  (m)         2034.45   (f) ADJ UNCH    1 2
 RR0354
 RR0354.Superseded values are not recommended for survey control.
 RR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0354.See file dsdata.txt to determine how the superseded data were derived.
 RR0354
 RR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS226359(NAD 83)
 RR0354_MARKER: DB = BENCH MARK DISK
 RR0354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RR0354_SP_SET: BRIDGE WINGWALL
 RR0354_STAMPING: D 22 1933
 RR0354_MARK LOGO: CGS   
 RR0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0354+STABILITY: SURFACE MOTION
 RR0354
 RR0354  HISTORY     - Date     Condition        Report By
 RR0354  HISTORY     - 1933     MONUMENTED       CGS
 RR0354  HISTORY     - 1956     GOOD             NGS
 RR0354  HISTORY     - 1985     GOOD             NGS
 RR0354
 RR0354                          STATION DESCRIPTION
 RR0354
 RR0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0354'0.1 M S FROM RALEIGH.
 RR0354'0.1 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD CROSSING AT
 RR0354'RALEIGH, GRANT COUNTY, AT THE WEST END OF A CONCRETE BRIDGE, AND IN
 RR0354'THE TOP OF THE NORTH WING WALL.  A STANDARD DISK, STAMPED D 22 1933.
 RR0354
 RR0354                          STATION RECOVERY (1985)
 RR0354
 RR0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0444 ***********************************************************************
 TF0444  DESIGNATION -  D 220
 TF0444  PID         -  TF0444
 TF0444  STATE/COUNTY-  ND/MCHENRY
 TF0444  USGS QUAD   -  VELVA (1949)
 TF0444
 TF0444                         *CURRENT SURVEY CONTROL
 TF0444  ___________________________________________________________________
 TF0444* NAD 83(1986)-  48 00 29.     (N)    100 55 47.     (W)     SCALED    
 TF0444* NAVD 88     -       510.682  (meters)    1675.46   (feet)  ADJUSTED  
 TF0444  ___________________________________________________________________
 TF0444  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF0444  DYNAMIC HT  -         510.753 (meters)    1675.70  (feet)  COMP
 TF0444  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 TF0444
 TF0444  VERT ORDER  -  SECOND    CLASS 0
 TF0444
 TF0444.The horizontal coordinates were scaled from a topographic map and have
 TF0444.an estimated accuracy of +/- 6 seconds.
 TF0444
 TF0444.The orthometric height was determined by differential leveling
 TF0444.and adjusted by the National Geodetic Survey in June 1991..
 TF0444
 TF0444.The geoid height was determined by GEOID03.
 TF0444
 TF0444.The dynamic height is computed by dividing the NAVD 88
 TF0444.geopotential number by the normal gravity value computed on the
 TF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0444.degrees latitude (g = 980.6199 gals.).
 TF0444
 TF0444.The modeled gravity was interpolated from observed gravity values.
 TF0444
 TF0444;                    North         East    Units  Estimated Accuracy
 TF0444;SPC ND N     -   112,170.      567,940.      MT  (+/- 180 meters Scaled)
 TF0444
 TF0444                          SUPERSEDED SURVEY CONTROL
 TF0444
 TF0444  NGVD 29 (??/??/92)  510.303  (m)         1674.22   (f) ADJ UNCH    2 0
 TF0444
 TF0444.Superseded values are not recommended for survey control.
 TF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0444.See file dsdata.txt to determine how the superseded data were derived.
 TF0444
 TF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU560189(NAD 83)
 TF0444_MARKER: DB = BENCH MARK DISK
 TF0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0444_STAMPING: D220 1962
 TF0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0444+STABILITY: SURFACE MOTION
 TF0444
 TF0444  HISTORY     - Date     Condition        Report By
 TF0444  HISTORY     - 1962     MONUMENTED       CGS
 TF0444
 TF0444                          STATION DESCRIPTION
 TF0444
 TF0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0444'3.4 MI S FROM VELVA.
 TF0444'3.4 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 TF0444'HIGHWAY NO. 52 AT VELVA, ABOUT 0.9 MILE NORTH OF THE CROSSING OF THE
 TF0444'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD AT A GRADED ROAD
 TF0444'INTERSECTION, 111 FEET NORTHWEST OF THE CENTER LINE OF THE
 TF0444'INTERSECTION, 104 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42.5
 TF0444'FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 6.5 FEET NORTH
 TF0444'OF A TELEPHONE POLE AND IN LINE WITH THE POLES, 1.6 FEET SOUTH OF A
 TF0444'WITNESS POST, ABOUT 6 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 TF0444'CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE MINNEAPOLIS ST. PAUL
 TF0444'AND SAUL STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0015 ***********************************************************************
 SN0015  DESIGNATION -  D 221
 SN0015  PID         -  SN0015
 SN0015  STATE/COUNTY-  ND/MCHENRY
 SN0015  USGS QUAD   -  DRAKE (1958)
 SN0015
 SN0015                         *CURRENT SURVEY CONTROL
 SN0015  ___________________________________________________________________
 SN0015* NAD 83(1986)-  47 57 48.     (N)    100 17 50.     (W)     SCALED    
 SN0015* NAVD 88     -       487.532  (meters)    1599.51   (feet)  ADJUSTED  
 SN0015  ___________________________________________________________________
 SN0015  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SN0015  DYNAMIC HT  -         487.605 (meters)    1599.75  (feet)  COMP
 SN0015  MODELED GRAV-     980,747.2   (mgal)                       NAVD 88
 SN0015
 SN0015  VERT ORDER  -  SECOND    CLASS 0
 SN0015
 SN0015.The horizontal coordinates were scaled from a topographic map and have
 SN0015.an estimated accuracy of +/- 6 seconds.
 SN0015
 SN0015.The orthometric height was determined by differential leveling
 SN0015.and adjusted by the National Geodetic Survey in June 1991..
 SN0015
 SN0015.The geoid height was determined by GEOID03.
 SN0015
 SN0015.The dynamic height is computed by dividing the NAVD 88
 SN0015.geopotential number by the normal gravity value computed on the
 SN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0015.degrees latitude (g = 980.6199 gals.).
 SN0015
 SN0015.The modeled gravity was interpolated from observed gravity values.
 SN0015
 SN0015;                    North         East    Units  Estimated Accuracy
 SN0015;SPC ND N     -   107,120.      615,140.      MT  (+/- 180 meters Scaled)
 SN0015
 SN0015                          SUPERSEDED SURVEY CONTROL
 SN0015
 SN0015  NGVD 29 (??/??/92)  487.156  (m)         1598.28   (f) ADJ UNCH    2 0
 SN0015
 SN0015.Superseded values are not recommended for survey control.
 SN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0015.See file dsdata.txt to determine how the superseded data were derived.
 SN0015
 SN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU031130(NAD 83)
 SN0015_MARKER: DB = BENCH MARK DISK
 SN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0015_STAMPING: D 221 1962
 SN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0015+STABILITY: SURFACE MOTION
 SN0015
 SN0015  HISTORY     - Date     Condition        Report By
 SN0015  HISTORY     - 1962     MONUMENTED       CGS
 SN0015
 SN0015                          STATION DESCRIPTION
 SN0015
 SN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0015'5.0 MI NE FROM DRAKE.
 SN0015'ABOUT 5.0 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0015'STE. MARIE RAILROAD FROM THE STATION AT DRAKE, ABOUT 0.6 MILE
 SN0015'SOUTHWEST OF THE CROSSING OF THE GREAT NORTHERN RAILROAD, AT THE THIRD
 SN0015'TELEGRAPH POLE SOUTHWEST OF MILEPOST 516, 43.6 FEET SOUTHEAST OF THE
 SN0015'SOUTHEAST RAIL, 94 FEET EAST OF THE CENTER OF A GRADED ROAD CROSSING,
 SN0015'40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF A
 SN0015'TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 SN0015'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 1.5 FEET BELOW
 SN0015'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SN0015'PROJECTING 5 INCHES.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0015'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1128 ***********************************************************************
 TF1128  DESIGNATION -  D 222
 TF1128  PID         -  TF1128
 TF1128  STATE/COUNTY-  ND/WARD
 TF1128  USGS QUAD   -  DES LACS (1980)
 TF1128
 TF1128                         *CURRENT SURVEY CONTROL
 TF1128  ___________________________________________________________________
 TF1128* NAD 83(1986)-  48 15 17.     (N)    101 33 06.     (W)     SCALED    
 TF1128* NAVD 88     -       585.352  (meters)    1920.44   (feet)  ADJUSTED  
 TF1128  ___________________________________________________________________
 TF1128  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 TF1128  DYNAMIC HT  -         585.447 (meters)    1920.75  (feet)  COMP
 TF1128  MODELED GRAV-     980,755.5   (mgal)                       NAVD 88
 TF1128
 TF1128  VERT ORDER  -  FIRST     CLASS II
 TF1128
 TF1128.The horizontal coordinates were scaled from a topographic map and have
 TF1128.an estimated accuracy of +/- 6 seconds.
 TF1128
 TF1128.The orthometric height was determined by differential leveling
 TF1128.and adjusted by the National Geodetic Survey in June 1991..
 TF1128.WARNING-Repeat measurements at this control monument indicate possible
 TF1128.vertical movement.
 TF1128
 TF1128.The geoid height was determined by GEOID03.
 TF1128
 TF1128.The dynamic height is computed by dividing the NAVD 88
 TF1128.geopotential number by the normal gravity value computed on the
 TF1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1128.degrees latitude (g = 980.6199 gals.).
 TF1128
 TF1128.The modeled gravity was interpolated from observed gravity values.
 TF1128
 TF1128;                    North         East    Units  Estimated Accuracy
 TF1128;SPC ND N     -   140,040.      521,910.      MT  (+/- 180 meters Scaled)
 TF1128
 TF1128                          SUPERSEDED SURVEY CONTROL
 TF1128
 TF1128  NGVD 29 (??/??/92)  584.962  (m)         1919.16   (f) ADJ UNCH    1 2
 TF1128
 TF1128.Superseded values are not recommended for survey control.
 TF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1128.See file dsdata.txt to determine how the superseded data were derived.
 TF1128
 TF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU106477(NAD 83)
 TF1128_MARKER: DB = BENCH MARK DISK
 TF1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1128_SP_SET: ABUTMENT
 TF1128_STAMPING: D 222 1962
 TF1128_MARK LOGO: CGS   
 TF1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1128
 TF1128  HISTORY     - Date     Condition        Report By
 TF1128  HISTORY     - 1962     MONUMENTED       CGS
 TF1128  HISTORY     - 1981     GOOD             NGS
 TF1128
 TF1128                          STATION DESCRIPTION
 TF1128
 TF1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1128'0.6 MI E FROM DES LACS.
 TF1128'0.6 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1128'DES LACS, ABOUT 0.3 MILE OR 12 POLES WEST OF MILEPOST 13, SET IN THE
 TF1128'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD
 TF1128'OVERPASS OVER COUNTY ROAD 10, 6.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 TF1128'SOUTH TRACK, 0.3 FOOT NORTH OF THE SOUTH END OF THE CONCRETE ABUTMENT,
 TF1128'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 TF1128
 TF1128                          STATION RECOVERY (1981)
 TF1128
 TF1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0359 ***********************************************************************
 TF0359  DESIGNATION -  D 223
 TF0359  PID         -  TF0359
 TF0359  STATE/COUNTY-  ND/MCHENRY
 TF0359  USGS QUAD   -  NORWICH (1949)
 TF0359
 TF0359                         *CURRENT SURVEY CONTROL
 TF0359  ___________________________________________________________________
 TF0359* NAD 83(1986)-  48 09 41.     (N)    100 53 08.     (W)     SCALED    
 TF0359* NAVD 88     -       476.200  (meters)    1562.33   (feet)  ADJUSTED  
 TF0359  ___________________________________________________________________
 TF0359  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TF0359  DYNAMIC HT  -         476.277 (meters)    1562.59  (feet)  COMP
 TF0359  MODELED GRAV-     980,756.7   (mgal)                       NAVD 88
 TF0359
 TF0359  VERT ORDER  -  SECOND    CLASS 0
 TF0359
 TF0359.The horizontal coordinates were scaled from a topographic map and have
 TF0359.an estimated accuracy of +/- 6 seconds.
 TF0359
 TF0359.The orthometric height was determined by differential leveling
 TF0359.and adjusted by the National Geodetic Survey in June 1991..
 TF0359
 TF0359.The geoid height was determined by GEOID03.
 TF0359
 TF0359.The dynamic height is computed by dividing the NAVD 88
 TF0359.geopotential number by the normal gravity value computed on the
 TF0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0359.degrees latitude (g = 980.6199 gals.).
 TF0359
 TF0359.The modeled gravity was interpolated from observed gravity values.
 TF0359
 TF0359;                    North         East    Units  Estimated Accuracy
 TF0359;SPC ND N     -   129,200.      571,320.      MT  (+/- 180 meters Scaled)
 TF0359
 TF0359                          SUPERSEDED SURVEY CONTROL
 TF0359
 TF0359  NGVD 29 (??/??/92)  475.826  (m)         1561.11   (f) ADJ UNCH    2 0
 TF0359
 TF0359.Superseded values are not recommended for survey control.
 TF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0359.See file dsdata.txt to determine how the superseded data were derived.
 TF0359
 TF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU597359(NAD 83)
 TF0359_MARKER: DB = BENCH MARK DISK
 TF0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0359_STAMPING: D 223 1962
 TF0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0359+STABILITY: SURFACE MOTION
 TF0359
 TF0359  HISTORY     - Date     Condition        Report By
 TF0359  HISTORY     - 1962     MONUMENTED       CGS
 TF0359
 TF0359                          STATION DESCRIPTION
 TF0359
 TF0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0359'0.9 MI NW FROM SIMCOE.
 TF0359'ABOUT 0.9 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0359'STATION AT SIMCOE, 0.2 MILE SOUTHEAST OF MILEPOST 213, ABOUT 100 YARDS
 TF0359'NORTHEAST OF A CHURCH, AT A GRAVELED ROAD CROSSING, 69 FEET SOUTHEAST
 TF0359'OF THE CENTERLINE OF THE CROSSING, 39 FEET NORTHEAST OF THE NORTHEAST
 TF0359'RAIL, 69 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.3 FEET NORTHWEST
 TF0359'OF A WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, A DISK
 TF0359'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0435 ***********************************************************************
 TF0435  DESIGNATION -  D 224
 TF0435  PID         -  TF0435
 TF0435  STATE/COUNTY-  ND/MCHENRY
 TF0435  USGS QUAD   -  VOLTAIRE (1977)
 TF0435
 TF0435                         *CURRENT SURVEY CONTROL
 TF0435  ___________________________________________________________________
 TF0435* NAD 83(1986)-  48 01 06.     (N)    100 50 38.     (W)     SCALED    
 TF0435* NAVD 88     -       485.582  (meters)    1593.11   (feet)  ADJUSTED  
 TF0435  ___________________________________________________________________
 TF0435  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0435  DYNAMIC HT  -         485.649 (meters)    1593.33  (feet)  COMP
 TF0435  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 TF0435
 TF0435  VERT ORDER  -  SECOND    CLASS 0
 TF0435
 TF0435.The horizontal coordinates were scaled from a topographic map and have
 TF0435.an estimated accuracy of +/- 6 seconds.
 TF0435
 TF0435.The orthometric height was determined by differential leveling
 TF0435.and adjusted by the National Geodetic Survey in June 1991..
 TF0435
 TF0435.The geoid height was determined by GEOID03.
 TF0435
 TF0435.The dynamic height is computed by dividing the NAVD 88
 TF0435.geopotential number by the normal gravity value computed on the
 TF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0435.degrees latitude (g = 980.6199 gals.).
 TF0435
 TF0435.The modeled gravity was interpolated from observed gravity values.
 TF0435
 TF0435;                    North         East    Units  Estimated Accuracy
 TF0435;SPC ND N     -   113,280.      574,350.      MT  (+/- 180 meters Scaled)
 TF0435
 TF0435                          SUPERSEDED SURVEY CONTROL
 TF0435
 TF0435  NGVD 29 (??/??/92)  485.202  (m)         1591.87   (f) ADJ UNCH    2 0
 TF0435
 TF0435.Superseded values are not recommended for survey control.
 TF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0435.See file dsdata.txt to determine how the superseded data were derived.
 TF0435
 TF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU625199(NAD 83)
 TF0435_MARKER: DB = BENCH MARK DISK
 TF0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0435_SP_SET: ELEVATOR
 TF0435_STAMPING: D 224 1962
 TF0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0435
 TF0435  HISTORY     - Date     Condition        Report By
 TF0435  HISTORY     - 1962     MONUMENTED       CGS
 TF0435
 TF0435                          STATION DESCRIPTION
 TF0435
 TF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0435'IN VOLTAIRE.
 TF0435'ABOUT 75 YARDS NORTH OF U.S. HIGHWAY 52 AT VOLTAIRE, ABOUT 30 YARDS
 TF0435'WEST OF A GRAVELED ROAD NORTH, SET VERTICALLY IN THE EAST FACE OF THE
 TF0435'SOUTHEAST CORNER OF THE CONCRETE WALL AT THE SOUTHEAST CORNER OF THE
 TF0435'FARMERS GRAIN ELEVATOR, 1 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 TF0435'CONCRETE PORTION OF THE ELEVATOR, 3 FEET ABOVE THE GROUND, ABOUT LEVEL
 TF0435'WITH THE HIGHWAY, A DISK DRILLED IN VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0254 ***********************************************************************
 TF0254  DESIGNATION -  D 225
 TF0254  PID         -  TF0254
 TF0254  STATE/COUNTY-  ND/MCHENRY
 TF0254  USGS QUAD   -  RANGELEY (1957)
 TF0254
 TF0254                         *CURRENT SURVEY CONTROL
 TF0254  ___________________________________________________________________
 TF0254* NAD 83(1986)-  48 01 02.     (N)    100 27 23.     (W)     SCALED    
 TF0254* NAVD 88     -       478.983  (meters)    1571.46   (feet)  ADJUSTED  
 TF0254  ___________________________________________________________________
 TF0254  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TF0254  DYNAMIC HT  -         479.055 (meters)    1571.70  (feet)  COMP
 TF0254  MODELED GRAV-     980,747.4   (mgal)                       NAVD 88
 TF0254
 TF0254  VERT ORDER  -  SECOND    CLASS 0
 TF0254
 TF0254.The horizontal coordinates were scaled from a topographic map and have
 TF0254.an estimated accuracy of +/- 6 seconds.
 TF0254
 TF0254.The orthometric height was determined by differential leveling
 TF0254.and adjusted by the National Geodetic Survey in June 1991..
 TF0254
 TF0254.The geoid height was determined by GEOID03.
 TF0254
 TF0254.The dynamic height is computed by dividing the NAVD 88
 TF0254.geopotential number by the normal gravity value computed on the
 TF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0254.degrees latitude (g = 980.6199 gals.).
 TF0254
 TF0254.The modeled gravity was interpolated from observed gravity values.
 TF0254
 TF0254;                    North         East    Units  Estimated Accuracy
 TF0254;SPC ND N     -   113,100.      603,250.      MT  (+/- 180 meters Scaled)
 TF0254
 TF0254                          SUPERSEDED SURVEY CONTROL
 TF0254
 TF0254  NGVD 29 (??/??/92)  478.601  (m)         1570.21   (f) ADJ UNCH    2 0
 TF0254
 TF0254.Superseded values are not recommended for survey control.
 TF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0254.See file dsdata.txt to determine how the superseded data were derived.
 TF0254
 TF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU913192(NAD 83)
 TF0254_MARKER: DB = BENCH MARK DISK
 TF0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0254_STAMPING: D 225 1962
 TF0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0254+STABILITY: SURFACE MOTION
 TF0254
 TF0254  HISTORY     - Date     Condition        Report By
 TF0254  HISTORY     - 1962     MONUMENTED       CGS
 TF0254
 TF0254                          STATION DESCRIPTION
 TF0254
 TF0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0254'10.2 MI NW FROM DRAKE.
 TF0254'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0254'AT DRAKE, THENCE 6.4 MILES NORTH ALONG STATE HIGHWAY 14, OR 1.8 MILES
 TF0254'SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0254'RANGELEY, THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 14, ABOUT 0.8 MILE
 TF0254'SOUTH OF THE CROSSING OF THE GREAT NORTHERN RAILROAD, ABOUT 0.35 MILE
 TF0254'SOUTHWEST OF A GRAVELED ROAD INTERSECTION, ON THE OUTSIDE OF A CURVE,
 TF0254'100.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 TF0254'RIGHT-OF-WAY MARK, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 8
 TF0254'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TF0254'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0397 ***********************************************************************
 TF0397  DESIGNATION -  D 226
 TF0397  PID         -  TF0397
 TF0397  STATE/COUNTY-  ND/MCHENRY
 TF0397  USGS QUAD   -  VOLTAIRE (1977)
 TF0397
 TF0397                         *CURRENT SURVEY CONTROL
 TF0397  ___________________________________________________________________
 TF0397* NAD 83(1986)-  48 03 56.     (N)    100 45 20.     (W)     SCALED    
 TF0397* NAVD 88     -       487.581  (meters)    1599.67   (feet)  ADJUSTED  
 TF0397  ___________________________________________________________________
 TF0397  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0397  DYNAMIC HT  -         487.652 (meters)    1599.90  (feet)  COMP
 TF0397  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 TF0397
 TF0397  VERT ORDER  -  SECOND    CLASS 0
 TF0397
 TF0397.The horizontal coordinates were scaled from a topographic map and have
 TF0397.an estimated accuracy of +/- 6 seconds.
 TF0397
 TF0397.The orthometric height was determined by differential leveling
 TF0397.and adjusted by the National Geodetic Survey in June 1991..
 TF0397
 TF0397.The geoid height was determined by GEOID03.
 TF0397
 TF0397.The dynamic height is computed by dividing the NAVD 88
 TF0397.geopotential number by the normal gravity value computed on the
 TF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0397.degrees latitude (g = 980.6199 gals.).
 TF0397
 TF0397.The modeled gravity was interpolated from observed gravity values.
 TF0397
 TF0397;                    North         East    Units  Estimated Accuracy
 TF0397;SPC ND N     -   118,500.      580,960.      MT  (+/- 180 meters Scaled)
 TF0397
 TF0397                          SUPERSEDED SURVEY CONTROL
 TF0397
 TF0397  NGVD 29 (??/??/92)  487.202  (m)         1598.43   (f) ADJ UNCH    2 0
 TF0397
 TF0397.Superseded values are not recommended for survey control.
 TF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0397.See file dsdata.txt to determine how the superseded data were derived.
 TF0397
 TF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU692250(NAD 83)
 TF0397_MARKER: DB = BENCH MARK DISK
 TF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0397_STAMPING: D 226 1962
 TF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0397+STABILITY: SURFACE MOTION
 TF0397
 TF0397  HISTORY     - Date     Condition        Report By
 TF0397  HISTORY     - 1962     MONUMENTED       CGS
 TF0397
 TF0397                          STATION DESCRIPTION
 TF0397
 TF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0397'5.8 MI NW FROM BERGEN.
 TF0397'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0397'AT BERGEN, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, IN THE
 TF0397'DIAMOND FORMED BY THE JUNCTION OF A GRAVELED ROAD LEADING EAST, 144
 TF0397'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 149 FEET
 TF0397'NORTHWEST OF THE CENTERLINE OF THE SOUTH LEG OF THE SOUTH LEG OF THE
 TF0397'ROAD LEADING EAST, 70 FEET SOUTH OF THE CENTERLINE OF THE NORTH LEG OF
 TF0397'THE ROAD LEADING EAST, 3.0 FEET EAST OF A POWER POLE, IN LINE WITH A
 TF0397'ROW OF POLES, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 TF0397'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TF0397'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK CAN ALSO BE
 TF0397'REACHED BY GOING 3.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT
 TF0397'NORTHERN RAILROAD STATION AT VERENDRYE, THENCE 1.0 MILE WEST ALONG A
 TF0397'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0132 ***********************************************************************
 SO0132  DESIGNATION -  D 227
 SO0132  PID         -  SO0132
 SO0132  STATE/COUNTY-  ND/MCLEAN
 SO0132  USGS QUAD   -  PARSHALL SW (1967)
 SO0132
 SO0132                         *CURRENT SURVEY CONTROL
 SO0132  ___________________________________________________________________
 SO0132* NAD 83(1986)-  47 45 38.     (N)    102 07 46.     (W)     SCALED    
 SO0132* NAVD 88     -       602.550  (meters)    1976.87   (feet)  ADJUSTED  
 SO0132  ___________________________________________________________________
 SO0132  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SO0132  DYNAMIC HT  -         602.627 (meters)    1977.12  (feet)  COMP
 SO0132  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 SO0132
 SO0132  VERT ORDER  -  SECOND    CLASS 0
 SO0132
 SO0132.The horizontal coordinates were scaled from a topographic map and have
 SO0132.an estimated accuracy of +/- 6 seconds.
 SO0132
 SO0132.The orthometric height was determined by differential leveling
 SO0132.and adjusted by the National Geodetic Survey in June 1991..
 SO0132
 SO0132.The geoid height was determined by GEOID03.
 SO0132
 SO0132.The dynamic height is computed by dividing the NAVD 88
 SO0132.geopotential number by the normal gravity value computed on the
 SO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0132.degrees latitude (g = 980.6199 gals.).
 SO0132
 SO0132.The modeled gravity was interpolated from observed gravity values.
 SO0132
 SO0132;                    North         East    Units  Estimated Accuracy
 SO0132;SPC ND N     -    85,850.      477,860.      MT  (+/- 180 meters Scaled)
 SO0132
 SO0132                          SUPERSEDED SURVEY CONTROL
 SO0132
 SO0132  NGVD 29 (??/??/92)  602.129  (m)         1975.48   (f) ADJ UNCH    2 0
 SO0132
 SO0132.Superseded values are not recommended for survey control.
 SO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0132.See file dsdata.txt to determine how the superseded data were derived.
 SO0132
 SO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN151936(NAD 83)
 SO0132_MARKER: DB = BENCH MARK DISK
 SO0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0132_STAMPING: D 227 1962
 SO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0132+STABILITY: SURFACE MOTION
 SO0132
 SO0132  HISTORY     - Date     Condition        Report By
 SO0132  HISTORY     - 1962     MONUMENTED       CGS
 SO0132
 SO0132                          STATION DESCRIPTION
 SO0132
 SO0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0132'5.0 MI W FROM RAUB.
 SO0132'ABOUT 5.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0132'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, 89 FEET SOUTHWEST OF A
 SO0132'TRACK ROAD INTERSECTION, 86 FEET WEST OF THE CENTERLINE OF THE
 SO0132'HIGHWAY, 24 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 20 FEET
 SO0132'EAST OF A TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.5 FEET SOUTH OF A
 SO0132'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 SO0132'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0244 ***********************************************************************
 SO0244  DESIGNATION -  D 228
 SO0244  PID         -  SO0244
 SO0244  STATE/COUNTY-  ND/MOUNTRAIL
 SO0244  USGS QUAD   -  PARSHALL SW (1967)
 SO0244
 SO0244                         *CURRENT SURVEY CONTROL
 SO0244  ___________________________________________________________________
 SO0244* NAD 83(1986)-  47 51 44.     (N)    102 11 37.     (W)     SCALED    
 SO0244* NAVD 88     -       674.619  (meters)    2213.31   (feet)  ADJUSTED  
 SO0244  ___________________________________________________________________
 SO0244  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0244  DYNAMIC HT  -         674.706 (meters)    2213.60  (feet)  COMP
 SO0244  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 SO0244
 SO0244  VERT ORDER  -  SECOND    CLASS 0
 SO0244
 SO0244.The horizontal coordinates were scaled from a topographic map and have
 SO0244.an estimated accuracy of +/- 6 seconds.
 SO0244
 SO0244.The orthometric height was determined by differential leveling
 SO0244.and adjusted by the National Geodetic Survey in June 1991..
 SO0244
 SO0244.The geoid height was determined by GEOID03.
 SO0244
 SO0244.The dynamic height is computed by dividing the NAVD 88
 SO0244.geopotential number by the normal gravity value computed on the
 SO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0244.degrees latitude (g = 980.6199 gals.).
 SO0244
 SO0244.The modeled gravity was interpolated from observed gravity values.
 SO0244
 SO0244;                    North         East    Units  Estimated Accuracy
 SO0244;SPC ND N     -    97,260.      473,300.      MT  (+/- 180 meters Scaled)
 SO0244
 SO0244                          SUPERSEDED SURVEY CONTROL
 SO0244
 SO0244  NGVD 29 (??/??/92)  674.185  (m)         2211.89   (f) ADJ UNCH    2 0
 SO0244
 SO0244.Superseded values are not recommended for survey control.
 SO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0244.See file dsdata.txt to determine how the superseded data were derived.
 SO0244
 SO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP098048(NAD 83)
 SO0244_MARKER: DB = BENCH MARK DISK
 SO0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0244_STAMPING: D 228 1962
 SO0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0244+STABILITY: SURFACE MOTION
 SO0244
 SO0244  HISTORY     - Date     Condition        Report By
 SO0244  HISTORY     - 1962     MONUMENTED       CGS
 SO0244
 SO0244                          STATION DESCRIPTION
 SO0244
 SO0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0244'10.6 MI SW FROM PARSHALL.
 SO0244'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0244'PARSHALL, THENCE 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0244'1.0 MILE EAST ALONG A GRAVELED COUNTY ROAD, 83 FEET SOUTHEAST OF THE
 SO0244'SOUTHEAST CORNER OF A FARMHOUSE, 55 FEET NORTHWEST OF THE CENTER OF A
 SO0244'ROAD INTERSECTION, 39 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 SO0244'ROAD, 39 FEET WEST OF THE CENTER LINE OF A ROAD, 1.5 FEET SOUTH OF A
 SO0244'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SO0244'CONCRETE POST PROJECTING 0.5 FOOT, S 28, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0323 ***********************************************************************
 SN0323  DESIGNATION -  D 229
 SN0323  PID         -  SN0323
 SN0323  STATE/COUNTY-  ND/MCLEAN
 SN0323  USGS QUAD   -  KONGSBERG (1981)
 SN0323
 SN0323                         *CURRENT SURVEY CONTROL
 SN0323  ___________________________________________________________________
 SN0323* NAD 83(1986)-  47 45 40.     (N)    100 50 33.     (W)     SCALED    
 SN0323* NAVD 88     -       612.788  (meters)    2010.46   (feet)  ADJUSTED  
 SN0323  ___________________________________________________________________
 SN0323  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SN0323  DYNAMIC HT  -         612.846 (meters)    2010.65  (feet)  COMP
 SN0323  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 SN0323
 SN0323  VERT ORDER  -  SECOND    CLASS 0
 SN0323
 SN0323.The horizontal coordinates were scaled from a topographic map and have
 SN0323.an estimated accuracy of +/- 6 seconds.
 SN0323
 SN0323.The orthometric height was determined by differential leveling
 SN0323.and adjusted by the National Geodetic Survey in June 1991..
 SN0323
 SN0323.The geoid height was determined by GEOID03.
 SN0323
 SN0323.The dynamic height is computed by dividing the NAVD 88
 SN0323.geopotential number by the normal gravity value computed on the
 SN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0323.degrees latitude (g = 980.6199 gals.).
 SN0323
 SN0323.The modeled gravity was interpolated from observed gravity values.
 SN0323
 SN0323;                    North         East    Units  Estimated Accuracy
 SN0323;SPC ND N     -    84,680.      574,320.      MT  (+/- 180 meters Scaled)
 SN0323
 SN0323                          SUPERSEDED SURVEY CONTROL
 SN0323
 SN0323  NGVD 29 (??/??/92)  612.385  (m)         2009.13   (f) ADJ UNCH    2 0
 SN0323
 SN0323.Superseded values are not recommended for survey control.
 SN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0323.See file dsdata.txt to determine how the superseded data were derived.
 SN0323
 SN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT619913(NAD 83)
 SN0323_MARKER: DB = BENCH MARK DISK
 SN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0323_STAMPING: D 229 1962
 SN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0323+STABILITY: SURFACE MOTION
 SN0323
 SN0323  HISTORY     - Date     Condition        Report By
 SN0323  HISTORY     - 1962     MONUMENTED       CGS
 SN0323
 SN0323                          STATION DESCRIPTION
 SN0323
 SN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0323'9.7 MI SE FROM RUSO.
 SN0323'ABOUT 2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0323'RUSO, THENCE 4.45 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0323'EAST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHEAST ALONG A
 SN0323'GRAVELED ROAD, THENCE 0.75 MILE EAST ALONG A DIRT ROAD, 72.0 FEET
 SN0323'SOUTHEAST OF THE CENTER OF A T-ROAD JUNCTION, 60.0 FEET EAST OF THE
 SN0323'EXTENDED CENTERLINE OF THE ROAD LEADING NORTH, 35.0 FEET SOUTH OF THE
 SN0323'CENTERLINE OF THE DIRT ROAD, 2.9 FEET WEST OF A POWER POLE BRACED BY 4
 SN0323'GUY WIRES, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE
 SN0323'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0323'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0212 ***********************************************************************
 RS0212  DESIGNATION -  D 23
 RS0212  PID         -  RS0212
 RS0212  STATE/COUNTY-  ND/SLOPE
 RS0212  USGS QUAD   -  MARMARTH (1980)
 RS0212
 RS0212                         *CURRENT SURVEY CONTROL
 RS0212  ___________________________________________________________________
 RS0212* NAD 83(1986)-  46 17 48.     (N)    103 55 26.     (W)     SCALED    
 RS0212* NAVD 88     -       825.151  (meters)    2707.18   (feet)  ADJUSTED  
 RS0212  ___________________________________________________________________
 RS0212  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RS0212  DYNAMIC HT  -         825.084 (meters)    2706.96  (feet)  COMP
 RS0212  MODELED GRAV-     980,505.4   (mgal)                       NAVD 88
 RS0212
 RS0212  VERT ORDER  -  SECOND    CLASS 0
 RS0212
 RS0212.The horizontal coordinates were scaled from a topographic map and have
 RS0212.an estimated accuracy of +/- 6 seconds.
 RS0212
 RS0212.The orthometric height was determined by differential leveling
 RS0212.and adjusted by the National Geodetic Survey in June 1991..
 RS0212
 RS0212.The geoid height was determined by GEOID03.
 RS0212
 RS0212.The dynamic height is computed by dividing the NAVD 88
 RS0212.geopotential number by the normal gravity value computed on the
 RS0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0212.degrees latitude (g = 980.6199 gals.).
 RS0212
 RS0212.The modeled gravity was interpolated from observed gravity values.
 RS0212
 RS0212;                    North         East    Units  Estimated Accuracy
 RS0212;SPC ND S     -    75,780.      336,280.      MT  (+/- 180 meters Scaled)
 RS0212
 RS0212                          SUPERSEDED SURVEY CONTROL
 RS0212
 RS0212  NGVD 29 (??/??/92)  824.619  (m)         2705.44   (f) ADJ UNCH    2 0
 RS0212
 RS0212.Superseded values are not recommended for survey control.
 RS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0212.See file dsdata.txt to determine how the superseded data were derived.
 RS0212
 RS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM828275(NAD 83)
 RS0212_MARKER: DB = BENCH MARK DISK
 RS0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0212_STAMPING: D-23 1934
 RS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0212+STABILITY: SURFACE MOTION
 RS0212
 RS0212  HISTORY     - Date     Condition        Report By
 RS0212  HISTORY     - 1934     MONUMENTED       CGS
 RS0212  HISTORY     - 1941     GOOD             NGS
 RS0212
 RS0212                          STATION DESCRIPTION
 RS0212
 RS0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0212'IN MARMARTH.
 RS0212'AT MARMARTH, SLOPE COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RS0212'PACIFIC RAILROAD, 90 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RS0212'STATION, 72 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND IN A
 RS0212'SMALL PARK EAST OF THE STATION.  A STANDARD DISK, STAMPED D 23 1934
 RS0212'AND SET IN THE TOP OF A CONCRETE POST.
 RS0212
 RS0212                          STATION RECOVERY (1941)
 RS0212
 RS0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RS0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0302 ***********************************************************************
 SN0302  DESIGNATION -  D 230
 SN0302  PID         -  SN0302
 SN0302  STATE/COUNTY-  ND/MCLEAN
 SN0302  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0302
 SN0302                         *CURRENT SURVEY CONTROL
 SN0302  ___________________________________________________________________
 SN0302* NAD 83(1986)-  47 37 58.     (N)    100 55 43.     (W)     SCALED    
 SN0302* NAVD 88     -       581.546  (meters)    1907.96   (feet)  ADJUSTED  
 SN0302  ___________________________________________________________________
 SN0302  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SN0302  DYNAMIC HT  -         581.606 (meters)    1908.15  (feet)  COMP
 SN0302  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0302
 SN0302  VERT ORDER  -  SECOND    CLASS 0
 SN0302
 SN0302.The horizontal coordinates were scaled from a topographic map and have
 SN0302.an estimated accuracy of +/- 6 seconds.
 SN0302
 SN0302.The orthometric height was determined by differential leveling
 SN0302.and adjusted by the National Geodetic Survey in June 1991..
 SN0302
 SN0302.The geoid height was determined by GEOID03.
 SN0302
 SN0302.The dynamic height is computed by dividing the NAVD 88
 SN0302.geopotential number by the normal gravity value computed on the
 SN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0302.degrees latitude (g = 980.6199 gals.).
 SN0302
 SN0302.The modeled gravity was interpolated from observed gravity values.
 SN0302
 SN0302;                    North         East    Units  Estimated Accuracy
 SN0302;SPC ND N     -    70,440.      567,790.      MT  (+/- 180 meters Scaled)
 SN0302
 SN0302                          SUPERSEDED SURVEY CONTROL
 SN0302
 SN0302  NGVD 29 (??/??/92)  581.146  (m)         1906.64   (f) ADJ UNCH    2 0
 SN0302
 SN0302.Superseded values are not recommended for survey control.
 SN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0302.See file dsdata.txt to determine how the superseded data were derived.
 SN0302
 SN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT551772(NAD 83)
 SN0302_MARKER: DB = BENCH MARK DISK
 SN0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0302_STAMPING: D 230 1962
 SN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0302+STABILITY: SURFACE MOTION
 SN0302
 SN0302  HISTORY     - Date     Condition        Report By
 SN0302  HISTORY     - 1962     MONUMENTED       CGS
 SN0302
 SN0302                          STATION DESCRIPTION
 SN0302
 SN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0302'9.4 MI NW FROM TURTLE LAKE.
 SN0302'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0302'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 1.0
 SN0302'MILE WEST ALONG A GRAVELED ROAD, 103 FEET NORTHEAST OF THE CENTER OF A
 SN0302'ROAD INTERSECTION, 81 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 SN0302'ROAD, 64 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 4.0 FEET
 SN0302'WEST OF A POWER POLE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SN0302'WITH THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0302'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0714 ***********************************************************************
 SN0714  DESIGNATION -  D 231
 SN0714  PID         -  SN0714
 SN0714  STATE/COUNTY-  ND/MCLEAN
 SN0714  USGS QUAD   -  BENEDICT (1981)
 SN0714
 SN0714                         *CURRENT SURVEY CONTROL
 SN0714  ___________________________________________________________________
 SN0714* NAD 83(1986)-  47 46 33.     (N)    101 04 47.     (W)     SCALED    
 SN0714* NAVD 88     -       610.104  (meters)    2001.65   (feet)  ADJUSTED  
 SN0714  ___________________________________________________________________
 SN0714  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0714  DYNAMIC HT  -         610.165 (meters)    2001.85  (feet)  COMP
 SN0714  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SN0714
 SN0714  VERT ORDER  -  SECOND    CLASS 0
 SN0714
 SN0714.The horizontal coordinates were scaled from a topographic map and have
 SN0714.an estimated accuracy of +/- 6 seconds.
 SN0714
 SN0714.The orthometric height was determined by differential leveling
 SN0714.and adjusted by the National Geodetic Survey in June 1991..
 SN0714
 SN0714.The geoid height was determined by GEOID03.
 SN0714
 SN0714.The dynamic height is computed by dividing the NAVD 88
 SN0714.geopotential number by the normal gravity value computed on the
 SN0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0714.degrees latitude (g = 980.6199 gals.).
 SN0714
 SN0714.The modeled gravity was interpolated from observed gravity values.
 SN0714
 SN0714;                    North         East    Units  Estimated Accuracy
 SN0714;SPC ND N     -    86,420.      556,550.      MT  (+/- 180 meters Scaled)
 SN0714
 SN0714                          SUPERSEDED SURVEY CONTROL
 SN0714
 SN0714  NGVD 29 (??/??/92)  609.708  (m)         2000.35   (f) ADJ UNCH    2 0
 SN0714
 SN0714.Superseded values are not recommended for survey control.
 SN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0714.See file dsdata.txt to determine how the superseded data were derived.
 SN0714
 SN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT441934(NAD 83)
 SN0714_MARKER: DB = BENCH MARK DISK
 SN0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0714_STAMPING: D 231 1962
 SN0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0714+STABILITY: SURFACE MOTION
 SN0714
 SN0714  HISTORY     - Date     Condition        Report By
 SN0714  HISTORY     - 1962     MONUMENTED       CGS
 SN0714
 SN0714                          STATION DESCRIPTION
 SN0714
 SN0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0714'3.75 MI S FROM BENEDICT.
 SN0714'ABOUT 3.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0714'AT BENEDICT, 142 FEET WEST-NORTHWEST OF THE CENTER OF A ROAD
 SN0714'INTERSECTION, 135 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 37
 SN0714'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.6 FEET SOUTH OF
 SN0714'REA POLE NO. 25-4-10, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SN0714'WITH THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0714'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0415 ***********************************************************************
 SN0415  DESIGNATION -  D 232
 SN0415  PID         -  SN0415
 SN0415  STATE/COUNTY-  ND/MCHENRY
 SN0415  USGS QUAD   -  BALFOUR (1958)
 SN0415
 SN0415                         *CURRENT SURVEY CONTROL
 SN0415  ___________________________________________________________________
 SN0415* NAD 83(1986)-  47 53 29.     (N)    100 32 32.     (W)     SCALED    
 SN0415* NAVD 88     -       499.899  (meters)    1640.09   (feet)  ADJUSTED  
 SN0415  ___________________________________________________________________
 SN0415  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0415  DYNAMIC HT  -         499.962 (meters)    1640.29  (feet)  COMP
 SN0415  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 SN0415
 SN0415  VERT ORDER  -  SECOND    CLASS 0
 SN0415
 SN0415.The horizontal coordinates were scaled from a topographic map and have
 SN0415.an estimated accuracy of +/- 6 seconds.
 SN0415
 SN0415.The orthometric height was determined by differential leveling
 SN0415.and adjusted by the National Geodetic Survey in June 1991..
 SN0415
 SN0415.The geoid height was determined by GEOID03.
 SN0415
 SN0415.The dynamic height is computed by dividing the NAVD 88
 SN0415.geopotential number by the normal gravity value computed on the
 SN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0415.degrees latitude (g = 980.6199 gals.).
 SN0415
 SN0415.The modeled gravity was interpolated from observed gravity values.
 SN0415
 SN0415;                    North         East    Units  Estimated Accuracy
 SN0415;SPC ND N     -    99,110.      596,840.      MT  (+/- 180 meters Scaled)
 SN0415
 SN0415                          SUPERSEDED SURVEY CONTROL
 SN0415
 SN0415  NGVD 29 (??/??/92)  499.509  (m)         1638.81   (f) ADJ UNCH    2 0
 SN0415
 SN0415.Superseded values are not recommended for survey control.
 SN0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0415.See file dsdata.txt to determine how the superseded data were derived.
 SN0415
 SN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU847053(NAD 83)
 SN0415_MARKER: DB = BENCH MARK DISK
 SN0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0415_STAMPING: D 232 1962
 SN0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0415+STABILITY: SURFACE MOTION
 SN0415
 SN0415  HISTORY     - Date     Condition        Report By
 SN0415  HISTORY     - 1962     MONUMENTED       CGS
 SN0415
 SN0415                          STATION DESCRIPTION
 SN0415
 SN0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0415'3.5 MI NW FROM KIEF.
 SN0415'ABOUT 0.15 MILE NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0415'AT KIEF, THENCE 1.35 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0
 SN0415'MILES NORTH ALONG A GRAVELED ROAD, OR 0.5 MILE WEST ALONG U.S. HIGHWAY
 SN0415'52 FROM THE RAILROAD STATION AT BALFOUR, THENCE 4.2 MILES SOUTH ALONG
 SN0415'A GRAVELED ROAD, 73 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 SN0415'INTERSECTION, 63 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 SN0415'EAST, 39 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 47.5
 SN0415'FEET NORTHWEST OF A POWER POLE, 2 FEET WEST OF A FENCE, 1.4 FEET NORTH
 SN0415'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE
 SN0415'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0368 ***********************************************************************
 TF0368  DESIGNATION -  D 233
 TF0368  PID         -  TF0368
 TF0368  STATE/COUNTY-  ND/MCHENRY
 TF0368  USGS QUAD   -  KARLSRUHE (1957)
 TF0368
 TF0368                         *CURRENT SURVEY CONTROL
 TF0368  ___________________________________________________________________
 TF0368* NAD 83(1986)-  48 00 25.     (N)    100 32 33.     (W)     SCALED    
 TF0368* NAVD 88     -       485.649  (meters)    1593.33   (feet)  ADJUSTED  
 TF0368  ___________________________________________________________________
 TF0368  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF0368  DYNAMIC HT  -         485.720 (meters)    1593.57  (feet)  COMP
 TF0368  MODELED GRAV-     980,743.6   (mgal)                       NAVD 88
 TF0368
 TF0368  VERT ORDER  -  SECOND    CLASS 0
 TF0368
 TF0368.The horizontal coordinates were scaled from a topographic map and have
 TF0368.an estimated accuracy of +/- 6 seconds.
 TF0368
 TF0368.The orthometric height was determined by differential leveling
 TF0368.and adjusted by the National Geodetic Survey in June 1991..
 TF0368
 TF0368.The geoid height was determined by GEOID03.
 TF0368
 TF0368.The dynamic height is computed by dividing the NAVD 88
 TF0368.geopotential number by the normal gravity value computed on the
 TF0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0368.degrees latitude (g = 980.6199 gals.).
 TF0368
 TF0368.The modeled gravity was interpolated from observed gravity values.
 TF0368
 TF0368;                    North         East    Units  Estimated Accuracy
 TF0368;SPC ND N     -   111,950.      596,830.      MT  (+/- 180 meters Scaled)
 TF0368
 TF0368                          SUPERSEDED SURVEY CONTROL
 TF0368
 TF0368  NGVD 29 (??/??/92)  485.268  (m)         1592.08   (f) ADJ UNCH    2 0
 TF0368
 TF0368.Superseded values are not recommended for survey control.
 TF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0368.See file dsdata.txt to determine how the superseded data were derived.
 TF0368
 TF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU849182(NAD 83)
 TF0368_MARKER: DB = BENCH MARK DISK
 TF0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0368_STAMPING: D 233 1962
 TF0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0368+STABILITY: SURFACE MOTION
 TF0368
 TF0368  HISTORY     - Date     Condition        Report By
 TF0368  HISTORY     - 1962     MONUMENTED       CGS
 TF0368
 TF0368                          STATION DESCRIPTION
 TF0368
 TF0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0368'4.4 MI NW FROM BALFOUR.
 TF0368'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0368'BALFOUR, THENCE 3.9 MILES NORTH ALONG A GRAVELED ROAD, AT THE FOOT OF
 TF0368'A SHORT, STEEP HILL, AT THE NORTHWEST CORNER OF A LARGE FIELD, 32 FEET
 TF0368'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A TELEPHONE POLE,
 TF0368'IN LINE WITH A ROW OF POLES, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 TF0368'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF0368'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1303 ***********************************************************************
 SN1303  DESIGNATION -  D 234
 SN1303  PID         -  SN1303
 SN1303  STATE/COUNTY-  ND/MCLEAN
 SN1303  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1303
 SN1303                         *CURRENT SURVEY CONTROL
 SN1303  ___________________________________________________________________
 SN1303* NAD 83(1986)-  47 50 01.     (N)    101 31 44.     (W)     SCALED    
 SN1303* NAVD 88     -       630.319  (meters)    2067.97   (feet)  ADJUSTED  
 SN1303  ___________________________________________________________________
 SN1303  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SN1303  DYNAMIC HT  -         630.391 (meters)    2068.21  (feet)  COMP
 SN1303  MODELED GRAV-     980,704.9   (mgal)                       NAVD 88
 SN1303
 SN1303  VERT ORDER  -  SECOND    CLASS 0
 SN1303
 SN1303.The horizontal coordinates were scaled from a topographic map and have
 SN1303.an estimated accuracy of +/- 6 seconds.
 SN1303
 SN1303.The orthometric height was determined by differential leveling
 SN1303.and adjusted by the National Geodetic Survey in June 1991..
 SN1303
 SN1303.The geoid height was determined by GEOID03.
 SN1303
 SN1303.The dynamic height is computed by dividing the NAVD 88
 SN1303.geopotential number by the normal gravity value computed on the
 SN1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1303.degrees latitude (g = 980.6199 gals.).
 SN1303
 SN1303.The modeled gravity was interpolated from observed gravity values.
 SN1303
 SN1303;                    North         East    Units  Estimated Accuracy
 SN1303;SPC ND N     -    93,200.      522,980.      MT  (+/- 180 meters Scaled)
 SN1303
 SN1303                          SUPERSEDED SURVEY CONTROL
 SN1303
 SN1303  NGVD 29 (??/??/92)  629.915  (m)         2066.65   (f) ADJ UNCH    2 0
 SN1303
 SN1303.Superseded values are not recommended for survey control.
 SN1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1303.See file dsdata.txt to determine how the superseded data were derived.
 SN1303
 SN1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU107009(NAD 83)
 SN1303_MARKER: DB = BENCH MARK DISK
 SN1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1303_STAMPING: D 234 1962
 SN1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1303+STABILITY: SURFACE MOTION
 SN1303
 SN1303  HISTORY     - Date     Condition        Report By
 SN1303  HISTORY     - 1962     MONUMENTED       CGS
 SN1303  HISTORY     - 1970     GOOD             NGS
 SN1303
 SN1303                          STATION DESCRIPTION
 SN1303
 SN1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1303'3.0 MI SW FROM DOUGLAS.
 SN1303'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1303'AT DOUGLAS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 81 FEET
 SN1303'NORTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING
 SN1303'SOUTH AND A DIRT ROAD LEADING NORTH, 77 FEET NORTH OF THE CENTERLINE
 SN1303'OF THE ROAD LEADING WEST, 24 FEET WEST OF THE CENTERLINE OF THE ROAD
 SN1303'LEADING NORTH, 2 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH A ROW
 SN1303'OF POLES, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SN1303'DIRT ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING WEST, AND
 SN1303'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SN1303
 SN1303                          STATION RECOVERY (1970)
 SN1303
 SN1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SN1303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0735 ***********************************************************************
 SN0735  DESIGNATION -  D 235
 SN0735  PID         -  SN0735
 SN0735  STATE/COUNTY-  ND/MCLEAN
 SN0735  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0735
 SN0735                         *CURRENT SURVEY CONTROL
 SN0735  ___________________________________________________________________
 SN0735* NAD 83(1986)-  47 38 49.     (N)    101 04 43.     (W)     SCALED    
 SN0735* NAVD 88     -       564.798  (meters)    1853.01   (feet)  ADJUSTED  
 SN0735  ___________________________________________________________________
 SN0735  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0735  DYNAMIC HT  -         564.851 (meters)    1853.18  (feet)  COMP
 SN0735  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SN0735
 SN0735  VERT ORDER  -  SECOND    CLASS 0
 SN0735
 SN0735.The horizontal coordinates were scaled from a topographic map and have
 SN0735.an estimated accuracy of +/- 6 seconds.
 SN0735
 SN0735.The orthometric height was determined by differential leveling
 SN0735.and adjusted by the National Geodetic Survey in June 1991..
 SN0735
 SN0735.The geoid height was determined by GEOID03.
 SN0735
 SN0735.The dynamic height is computed by dividing the NAVD 88
 SN0735.geopotential number by the normal gravity value computed on the
 SN0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0735.degrees latitude (g = 980.6199 gals.).
 SN0735
 SN0735.The modeled gravity was interpolated from observed gravity values.
 SN0735
 SN0735;                    North         East    Units  Estimated Accuracy
 SN0735;SPC ND N     -    72,090.      556,530.      MT  (+/- 180 meters Scaled)
 SN0735
 SN0735                          SUPERSEDED SURVEY CONTROL
 SN0735
 SN0735  NGVD 29 (??/??/92)  564.395  (m)         1851.69   (f) ADJ UNCH    2 0
 SN0735
 SN0735.Superseded values are not recommended for survey control.
 SN0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0735.See file dsdata.txt to determine how the superseded data were derived.
 SN0735
 SN0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT438791(NAD 83)
 SN0735_MARKER: DB = BENCH MARK DISK
 SN0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0735_STAMPING: D 235 1962
 SN0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0735+STABILITY: SURFACE MOTION
 SN0735
 SN0735  HISTORY     - Date     Condition        Report By
 SN0735  HISTORY     - 1962     MONUMENTED       CGS
 SN0735
 SN0735                          STATION DESCRIPTION
 SN0735
 SN0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0735'12.75 MI S FROM BENEDICT.
 SN0735'ABOUT 12.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0735'AT BENEDICT, 154 FEET NORTHWEST OF THE CENTER OF A T-ROAD JUNCTION,
 SN0735'103 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 113 FEET NORTH
 SN0735'OF THE CENTERLINE OF THE GRAVELED ROAD LEADING WEST, 2.3 FEET NORTH OF
 SN0735'A TELEPHONE POLE BRACED BY A GUY WIRE, 1.5 FEET SOUTH OF A WITNESS
 SN0735'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN0735'A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0636 ***********************************************************************
 SN0636  DESIGNATION -  D 236
 SN0636  PID         -  SN0636
 SN0636  STATE/COUNTY-  ND/MCLEAN
 SN0636  USGS QUAD   -  GARRISON (1981)
 SN0636
 SN0636                         *CURRENT SURVEY CONTROL
 SN0636  ___________________________________________________________________
 SN0636* NAD 83(1986)-  47 44 48.     (N)    101 26 37.     (W)     SCALED    
 SN0636* NAVD 88     -       618.280  (meters)    2028.47   (feet)  ADJUSTED  
 SN0636  ___________________________________________________________________
 SN0636  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SN0636  DYNAMIC HT  -         618.341 (meters)    2028.67  (feet)  COMP
 SN0636  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0636
 SN0636  VERT ORDER  -  SECOND    CLASS 0
 SN0636
 SN0636.The horizontal coordinates were scaled from a topographic map and have
 SN0636.an estimated accuracy of +/- 6 seconds.
 SN0636
 SN0636.The orthometric height was determined by differential leveling
 SN0636.and adjusted by the National Geodetic Survey in June 1991..
 SN0636
 SN0636.The geoid height was determined by GEOID03.
 SN0636
 SN0636.The dynamic height is computed by dividing the NAVD 88
 SN0636.geopotential number by the normal gravity value computed on the
 SN0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0636.degrees latitude (g = 980.6199 gals.).
 SN0636
 SN0636.The modeled gravity was interpolated from observed gravity values.
 SN0636
 SN0636;                    North         East    Units  Estimated Accuracy
 SN0636;SPC ND N     -    83,450.      529,240.      MT  (+/- 180 meters Scaled)
 SN0636
 SN0636                          SUPERSEDED SURVEY CONTROL
 SN0636
 SN0636  NGVD 29 (??/??/92)  617.873  (m)         2027.14   (f) ADJ UNCH    2 0
 SN0636
 SN0636.Superseded values are not recommended for survey control.
 SN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0636.See file dsdata.txt to determine how the superseded data were derived.
 SN0636
 SN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT168910(NAD 83)
 SN0636_MARKER: DB = BENCH MARK DISK
 SN0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0636_STAMPING: D 236 1962
 SN0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0636+STABILITY: SURFACE MOTION
 SN0636
 SN0636  HISTORY     - Date     Condition        Report By
 SN0636  HISTORY     - 1962     MONUMENTED       CGS
 SN0636
 SN0636                          STATION DESCRIPTION
 SN0636
 SN0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0636'7.8 MI NW FROM GARRISON.
 SN0636'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0636'AT GARRISON, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 57 FEET
 SN0636'NORTHWEST OF THE CENTER OF A NORTH-SOUTH ROAD INTERSECTION, 43 FEET
 SN0636'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 37 FEET WEST OF THE
 SN0636'CENTERLINE OF THE NORTH-SOUTH ROAD, 2.5 FEET WEST OF REA POLE NO.
 SN0636'22-24-1 WHICH IS BRACED BY TWO GUY WIRES, 1.7 FEET SOUTH OF A WITNESS
 SN0636'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN
 SN0636'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0271 ***********************************************************************
 SO0271  DESIGNATION -  D 237
 SO0271  PID         -  SO0271
 SO0271  STATE/COUNTY-  ND/MCLEAN
 SO0271  USGS QUAD   -  PARSHALL SE (1967)
 SO0271
 SO0271                         *CURRENT SURVEY CONTROL
 SO0271  ___________________________________________________________________
 SO0271* NAD 83(1986)-  47 50 00.     (N)    102 00 03.     (W)     SCALED    
 SO0271* NAVD 88     -       618.973  (meters)    2030.75   (feet)  ADJUSTED  
 SO0271  ___________________________________________________________________
 SO0271  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 SO0271  DYNAMIC HT  -         619.054 (meters)    2031.01  (feet)  COMP
 SO0271  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 SO0271
 SO0271  VERT ORDER  -  SECOND    CLASS 0
 SO0271
 SO0271.The horizontal coordinates were scaled from a topographic map and have
 SO0271.an estimated accuracy of +/- 6 seconds.
 SO0271
 SO0271.The orthometric height was determined by differential leveling
 SO0271.and adjusted by the National Geodetic Survey in June 1991..
 SO0271
 SO0271.The geoid height was determined by GEOID03.
 SO0271
 SO0271.The dynamic height is computed by dividing the NAVD 88
 SO0271.geopotential number by the normal gravity value computed on the
 SO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0271.degrees latitude (g = 980.6199 gals.).
 SO0271
 SO0271.The modeled gravity was interpolated from observed gravity values.
 SO0271
 SO0271;                    North         East    Units  Estimated Accuracy
 SO0271;SPC ND N     -    93,750.      487,650.      MT  (+/- 180 meters Scaled)
 SO0271
 SO0271                          SUPERSEDED SURVEY CONTROL
 SO0271
 SO0271  NGVD 29 (??/??/92)  618.552  (m)         2029.37   (f) ADJ UNCH    2 0
 SO0271
 SO0271.Superseded values are not recommended for survey control.
 SO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0271.See file dsdata.txt to determine how the superseded data were derived.
 SO0271
 SO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP244021(NAD 83)
 SO0271_MARKER: DB = BENCH MARK DISK
 SO0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0271_SP_SET: FOUNDATION
 SO0271_STAMPING: D 237 1962
 SO0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0271
 SO0271  HISTORY     - Date     Condition        Report By
 SO0271  HISTORY     - 1962     MONUMENTED       CGS
 SO0271
 SO0271                          STATION DESCRIPTION
 SO0271
 SO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0271'8.0 MI NE FROM RAUB.
 SO0271'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SO0271'HIGHWAY 37 AT RAUB, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD. AT
 SO0271'THE LUCKY MOUND LUTHERAN CHURCH, 1.3 FEET WEST OF THE SOUTHEAST CORNER
 SO0271'OF THE BUILDING, 0.5 FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET BELOW
 SO0271'THE LEVEL OF THE ROAD.  SET IN A VERTICAL DRILL HOLE IN THE SOUTH FACE
 SO0271'OF THE CONCRETE FOUNDATION OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0115 ***********************************************************************
 TG0115  DESIGNATION -  D 238
 TG0115  PID         -  TG0115
 TG0115  STATE/COUNTY-  ND/BURKE
 TG0115  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0115
 TG0115                         *CURRENT SURVEY CONTROL
 TG0115  ___________________________________________________________________
 TG0115* NAD 83(1986)-  48 32 54.     (N)    102 14 55.     (W)     SCALED    
 TG0115* NAVD 88     -       697.191  (meters)    2287.37   (feet)  ADJUSTED  
 TG0115  ___________________________________________________________________
 TG0115  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0115  DYNAMIC HT  -         697.311 (meters)    2287.76  (feet)  COMP
 TG0115  MODELED GRAV-     980,758.6   (mgal)                       NAVD 88
 TG0115
 TG0115  VERT ORDER  -  SECOND    CLASS 0
 TG0115
 TG0115.The horizontal coordinates were scaled from a topographic map and have
 TG0115.an estimated accuracy of +/- 6 seconds.
 TG0115
 TG0115.The orthometric height was determined by differential leveling
 TG0115.and adjusted by the National Geodetic Survey in June 1991..
 TG0115
 TG0115.The geoid height was determined by GEOID03.
 TG0115
 TG0115.The dynamic height is computed by dividing the NAVD 88
 TG0115.geopotential number by the normal gravity value computed on the
 TG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0115.degrees latitude (g = 980.6199 gals.).
 TG0115
 TG0115.The modeled gravity was interpolated from observed gravity values.
 TG0115
 TG0115;                    North         East    Units  Estimated Accuracy
 TG0115;SPC ND N     -   173,620.      470,910.      MT  (+/- 180 meters Scaled)
 TG0115
 TG0115                          SUPERSEDED SURVEY CONTROL
 TG0115
 TG0115  NGVD 29 (??/??/92)  696.761  (m)         2285.96   (f) ADJ UNCH    2 0
 TG0115
 TG0115.Superseded values are not recommended for survey control.
 TG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0115.See file dsdata.txt to determine how the superseded data were derived.
 TG0115
 TG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP030809(NAD 83)
 TG0115_MARKER: DB = BENCH MARK DISK
 TG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0115_STAMPING: D 238 1963
 TG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0115+STABILITY: SURFACE MOTION
 TG0115
 TG0115  HISTORY     - Date     Condition        Report By
 TG0115  HISTORY     - 1963     MONUMENTED       CGS
 TG0115  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG0115
 TG0115                          STATION DESCRIPTION
 TG0115
 TG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0115'11.0 MI W FROM COULEE.
 TG0115'ABOUT 11.0 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0115'RAILWAY STATION AT COULEE, ABOUT 0.3 MILE EAST OF A GRAVELED ROAD
 TG0115'INTERSECTION, 68 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 TG0115'GRAVELED ROAD LEADING SOUTH AND A DRIVEWAY LEADING NORTH TO A LARGE
 TG0115'PASTURE, 91 FEET SOUTHEAST OF TELEPHONE POLE 4C-100, 42.5 FEET NORTH
 TG0115'OF THE CENTERLINE OF THE HIGHWAY, 59 FEET WEST OF THE CENTERLINE OF
 TG0115'THE DRIVEWAY, 3 FEET SOUTH OF A FENCE, 1.6 FEET EAST OF A METAL
 TG0115'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0115'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 36, R 90 W, T 159 N.
 TG0115
 TG0115                          STATION RECOVERY (1975)
 TG0115
 TG0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1283 ***********************************************************************
 SN1283  DESIGNATION -  D 239
 SN1283  PID         -  SN1283
 SN1283  STATE/COUNTY-  ND/WARD
 SN1283  USGS QUAD   -  LAKE VERNON (1980)
 SN1283
 SN1283                         *CURRENT SURVEY CONTROL
 SN1283  ___________________________________________________________________
 SN1283* NAD 83(1986)-  47 58 43.     (N)    101 36 19.     (W)     SCALED    
 SN1283* NAVD 88     -       649.372  (meters)    2130.48   (feet)  ADJUSTED  
 SN1283  ___________________________________________________________________
 SN1283  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SN1283  DYNAMIC HT  -         649.459 (meters)    2130.77  (feet)  COMP
 SN1283  MODELED GRAV-     980,724.1   (mgal)                       NAVD 88
 SN1283
 SN1283  VERT ORDER  -  SECOND    CLASS 0
 SN1283
 SN1283.The horizontal coordinates were scaled from a topographic map and have
 SN1283.an estimated accuracy of +/- 6 seconds.
 SN1283
 SN1283.The orthometric height was determined by differential leveling
 SN1283.and adjusted by the National Geodetic Survey in June 1991..
 SN1283
 SN1283.The geoid height was determined by GEOID03.
 SN1283
 SN1283.The dynamic height is computed by dividing the NAVD 88
 SN1283.geopotential number by the normal gravity value computed on the
 SN1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1283.degrees latitude (g = 980.6199 gals.).
 SN1283
 SN1283.The modeled gravity was interpolated from observed gravity values.
 SN1283
 SN1283;                    North         East    Units  Estimated Accuracy
 SN1283;SPC ND N     -   109,400.      517,490.      MT  (+/- 180 meters Scaled)
 SN1283
 SN1283                          SUPERSEDED SURVEY CONTROL
 SN1283
 SN1283  NGVD 29 (??/??/92)  648.965  (m)         2129.15   (f) ADJ UNCH    2 0
 SN1283
 SN1283.Superseded values are not recommended for survey control.
 SN1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1283.See file dsdata.txt to determine how the superseded data were derived.
 SN1283
 SN1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU055172(NAD 83)
 SN1283_MARKER: DB = BENCH MARK DISK
 SN1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1283_STAMPING: D 239 1962
 SN1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1283+STABILITY: SURFACE MOTION
 SN1283
 SN1283  HISTORY     - Date     Condition        Report By
 SN1283  HISTORY     - 1962     MONUMENTED       CGS
 SN1283
 SN1283                          STATION DESCRIPTION
 SN1283
 SN1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1283'7.7 MI NE FROM RYDER.
 SN1283'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1283'CROSSING AT RYDER, THENCE 3.4 MILES EAST ALONG STATE HIGHWAY 23, ABOUT
 SN1283'0.5 MILE WEST OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, AT THE
 SN1283'JUNCTION OF A DRIVEWAY LEADING NORTH TO A FIELD, 140 FEET NORTH OF THE
 SN1283'CENTERLINE OF THE HIGHWAY, 67 FEET WEST OF THE CENTERLINE OF THE
 SN1283'DRIVEWAY, 289 FEET NORTHEAST OF THE NORTH END OF A 24-INCH CULVERT
 SN1283'UNDER THE HIGHWAY, 10.5 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF
 SN1283'A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 SN1283'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1283'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0158 ***********************************************************************
 TG0158  DESIGNATION -  D 240
 TG0158  PID         -  TG0158
 TG0158  STATE/COUNTY-  ND/MOUNTRAIL
 TG0158  USGS QUAD   -  COULEE (1949)
 TG0158
 TG0158                         *CURRENT SURVEY CONTROL
 TG0158  ___________________________________________________________________
 TG0158* NAD 83(1986)-  48 31 01.     (N)    102 00 59.     (W)     SCALED    
 TG0158* NAVD 88     -       658.396  (meters)    2160.09   (feet)  ADJUSTED  
 TG0158  ___________________________________________________________________
 TG0158  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TG0158  DYNAMIC HT  -         658.513 (meters)    2160.47  (feet)  COMP
 TG0158  MODELED GRAV-     980,765.5   (mgal)                       NAVD 88
 TG0158
 TG0158  VERT ORDER  -  SECOND    CLASS 0
 TG0158
 TG0158.The horizontal coordinates were scaled from a topographic map and have
 TG0158.an estimated accuracy of +/- 6 seconds.
 TG0158
 TG0158.The orthometric height was determined by differential leveling
 TG0158.and adjusted by the National Geodetic Survey in June 1991..
 TG0158
 TG0158.The geoid height was determined by GEOID03.
 TG0158
 TG0158.The dynamic height is computed by dividing the NAVD 88
 TG0158.geopotential number by the normal gravity value computed on the
 TG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0158.degrees latitude (g = 980.6199 gals.).
 TG0158
 TG0158.The modeled gravity was interpolated from observed gravity values.
 TG0158
 TG0158;                    North         East    Units  Estimated Accuracy
 TG0158;SPC ND N     -   169,760.      487,990.      MT  (+/- 180 meters Scaled)
 TG0158
 TG0158                          SUPERSEDED SURVEY CONTROL
 TG0158
 TG0158  NGVD 29 (??/??/92)  657.987  (m)         2158.75   (f) ADJ UNCH    2 0
 TG0158
 TG0158.Superseded values are not recommended for survey control.
 TG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0158.See file dsdata.txt to determine how the superseded data were derived.
 TG0158
 TG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP203780(NAD 83)
 TG0158_MARKER: DB = BENCH MARK DISK
 TG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0158_STAMPING: D 240 1963
 TG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0158+STABILITY: SURFACE MOTION
 TG0158
 TG0158  HISTORY     - Date     Condition        Report By
 TG0158  HISTORY     - 1963     MONUMENTED       CGS
 TG0158  HISTORY     - 1992     MARK NOT FOUND   LOCSUR
 TG0158
 TG0158                          STATION DESCRIPTION
 TG0158
 TG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0158'2.3 MI S FROM COULEE.
 TG0158'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0158'RAILWAY STATION AT COULEE, THENCE 2.0 MILES SOUTH ALONG A GRAVELED
 TG0158'ROAD, 98 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 TG0158'AT THE NORTHWEST CORNER OF A SMALL GROVE OF TREES, 83 FEET SOUTH OF
 TG0158'THE CENTERLINE OF THE ROAD LEADING EAST, 49 FEET EAST OF THE
 TG0158'CENTERLINE OF THE ROAD LEADING SOUTH, 2.5 FEET SOUTH OF TELEPHONE POLE
 TG0158'NO. 3C 40, IN LINE WITH A ROW OF POLES, 1.6 FEET NORTH OF A METAL
 TG0158'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0158'TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 14, R 88 W, T 158 N.
 TG0158
 TG0158                          STATION RECOVERY (1992)
 TG0158
 TG0158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (JP)
 TG0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0145 ***********************************************************************
 TG0145  DESIGNATION -  D 241
 TG0145  PID         -  TG0145
 TG0145  STATE/COUNTY-  ND/MOUNTRAIL
 TG0145  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0145
 TG0145                         *CURRENT SURVEY CONTROL
 TG0145  ___________________________________________________________________
 TG0145* NAD 83(1986)-  48 31 55.     (N)    102 12 45.     (W)     SCALED    
 TG0145* NAVD 88     -       705.038  (meters)    2313.11   (feet)  ADJUSTED  
 TG0145  ___________________________________________________________________
 TG0145  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TG0145  DYNAMIC HT  -         705.157 (meters)    2313.50  (feet)  COMP
 TG0145  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 TG0145
 TG0145  VERT ORDER  -  SECOND    CLASS 0
 TG0145
 TG0145.The horizontal coordinates were scaled from a topographic map and have
 TG0145.an estimated accuracy of +/- 6 seconds.
 TG0145
 TG0145.The orthometric height was determined by differential leveling
 TG0145.and adjusted by the National Geodetic Survey in June 1991..
 TG0145
 TG0145.The geoid height was determined by GEOID03.
 TG0145
 TG0145.The dynamic height is computed by dividing the NAVD 88
 TG0145.geopotential number by the normal gravity value computed on the
 TG0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0145.degrees latitude (g = 980.6199 gals.).
 TG0145
 TG0145.The modeled gravity was interpolated from observed gravity values.
 TG0145
 TG0145;                    North         East    Units  Estimated Accuracy
 TG0145;SPC ND N     -   171,730.      473,540.      MT  (+/- 180 meters Scaled)
 TG0145
 TG0145                          SUPERSEDED SURVEY CONTROL
 TG0145
 TG0145  NGVD 29 (??/??/92)  704.608  (m)         2311.70   (f) ADJ UNCH    2 0
 TG0145
 TG0145.Superseded values are not recommended for survey control.
 TG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0145.See file dsdata.txt to determine how the superseded data were derived.
 TG0145
 TG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP057791(NAD 83)
 TG0145_MARKER: DB = BENCH MARK DISK
 TG0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0145_STAMPING: D 241 1963
 TG0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0145+STABILITY: SURFACE MOTION
 TG0145
 TG0145  HISTORY     - Date     Condition        Report By
 TG0145  HISTORY     - 1963     MONUMENTED       CGS
 TG0145
 TG0145                          STATION DESCRIPTION
 TG0145
 TG0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0145'14.0 MI N FROM PALERMO.
 TG0145'ABOUT 14.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND
 TG0145'U.S. HIGHWAY 2 AT PALERMO, ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF
 TG0145'STATE HIGHWAY 50, 70 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION
 TG0145'OF A GRAVELED ROAD LEADING EAST AND A DIRT ROAD LEADING WEST, 55 FEET
 TG0145'WEST OF THE CENTERLINE OF THE ROAD, 43 FEET NORTH OF THE CENTERLINE OF
 TG0145'THE ROAD LEADING WEST, 2.0 FEET SOUTHWEST OF A POWER POLE, 1.4 FEET
 TG0145'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0145'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 6,
 TG0145'R 89 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0515 ***********************************************************************
 TG0515  DESIGNATION -  D 242
 TG0515  PID         -  TG0515
 TG0515  STATE/COUNTY-  ND/MOUNTRAIL
 TG0515  USGS QUAD   -  BELDEN (1981)
 TG0515
 TG0515                         *CURRENT SURVEY CONTROL
 TG0515  ___________________________________________________________________
 TG0515* NAD 83(1986)-  48 09 13.     (N)    102 21 14.     (W)     SCALED    
 TG0515* NAVD 88     -       693.585  (meters)    2275.54   (feet)  ADJUSTED  
 TG0515  ___________________________________________________________________
 TG0515  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG0515  DYNAMIC HT  -         693.682 (meters)    2275.86  (feet)  COMP
 TG0515  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 TG0515
 TG0515  VERT ORDER  -  SECOND    CLASS 0
 TG0515
 TG0515.The horizontal coordinates were scaled from a topographic map and have
 TG0515.an estimated accuracy of +/- 6 seconds.
 TG0515
 TG0515.The orthometric height was determined by differential leveling
 TG0515.and adjusted by the National Geodetic Survey in June 1991..
 TG0515
 TG0515.The geoid height was determined by GEOID03.
 TG0515
 TG0515.The dynamic height is computed by dividing the NAVD 88
 TG0515.geopotential number by the normal gravity value computed on the
 TG0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0515.degrees latitude (g = 980.6199 gals.).
 TG0515
 TG0515.The modeled gravity was interpolated from observed gravity values.
 TG0515
 TG0515;                    North         East    Units  Estimated Accuracy
 TG0515;SPC ND N     -   129,920.      462,090.      MT  (+/- 180 meters Scaled)
 TG0515
 TG0515                          SUPERSEDED SURVEY CONTROL
 TG0515
 TG0515  NGVD 29 (??/??/92)  693.124  (m)         2274.02   (f) ADJ UNCH    2 0
 TG0515
 TG0515.Superseded values are not recommended for survey control.
 TG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0515.See file dsdata.txt to determine how the superseded data were derived.
 TG0515
 TG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP967367(NAD 83)
 TG0515_MARKER: DB = BENCH MARK DISK
 TG0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0515_STAMPING: D 242 1963
 TG0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0515+STABILITY: SURFACE MOTION
 TG0515
 TG0515  HISTORY     - Date     Condition        Report By
 TG0515  HISTORY     - 1963     MONUMENTED       CGS
 TG0515
 TG0515                          STATION DESCRIPTION
 TG0515
 TG0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0515'IN BELDEN.
 TG0515'ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0515'BELDEN, 79 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 TG0515'LEADING EAST, 76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET
 TG0515'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BELDEN STORE, 52 FEET NORTH
 TG0515'OF THE CENTERLINE OF A ROAD LEADING WEST, 3.5 FEET SOUTH OF A POLE
 TG0515'BEARING A STREET LIGHT, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TG0515'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TG0515'CONCRETE POST PROJECTING 4 INCHES, S 15, R 91 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1276 ***********************************************************************
 TF1276  DESIGNATION -  D 243
 TF1276  PID         -  TF1276
 TF1276  STATE/COUNTY-  ND/MOUNTRAIL
 TF1276  USGS QUAD   -  PLAZA (1980)
 TF1276
 TF1276                         *CURRENT SURVEY CONTROL
 TF1276  ___________________________________________________________________
 TF1276* NAD 83(1986)-  48 01 24.     (N)    101 57 56.     (W)     SCALED    
 TF1276* NAVD 88     -       637.683  (meters)    2092.13   (feet)  ADJUSTED  
 TF1276  ___________________________________________________________________
 TF1276  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TF1276  DYNAMIC HT  -         637.774 (meters)    2092.43  (feet)  COMP
 TF1276  MODELED GRAV-     980,734.1   (mgal)                       NAVD 88
 TF1276
 TF1276  VERT ORDER  -  SECOND    CLASS 0
 TF1276
 TF1276.The horizontal coordinates were scaled from a topographic map and have
 TF1276.an estimated accuracy of +/- 6 seconds.
 TF1276
 TF1276.The orthometric height was determined by differential leveling
 TF1276.and adjusted by the National Geodetic Survey in June 1991..
 TF1276
 TF1276.The geoid height was determined by GEOID03.
 TF1276
 TF1276.The dynamic height is computed by dividing the NAVD 88
 TF1276.geopotential number by the normal gravity value computed on the
 TF1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1276.degrees latitude (g = 980.6199 gals.).
 TF1276
 TF1276.The modeled gravity was interpolated from observed gravity values.
 TF1276
 TF1276;                    North         East    Units  Estimated Accuracy
 TF1276;SPC ND N     -   114,820.      490,700.      MT  (+/- 180 meters Scaled)
 TF1276
 TF1276                          SUPERSEDED SURVEY CONTROL
 TF1276
 TF1276  NGVD 29 (??/??/92)  637.256  (m)         2090.73   (f) ADJ UNCH    2 0
 TF1276
 TF1276.Superseded values are not recommended for survey control.
 TF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1276.See file dsdata.txt to determine how the superseded data were derived.
 TF1276
 TF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU788231(NAD 83)
 TF1276_MARKER: DB = BENCH MARK DISK
 TF1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1276_STAMPING: D 243 1963
 TF1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1276+STABILITY: SURFACE MOTION
 TF1276
 TF1276  HISTORY     - Date     Condition        Report By
 TF1276  HISTORY     - 1963     MONUMENTED       CGS
 TF1276
 TF1276                          STATION DESCRIPTION
 TF1276
 TF1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1276'0.5 MI NW FROM PLAZA.
 TF1276'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1276'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, 91 FEET
 TF1276'NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING WEST, 76
 TF1276'FEET WEST OF THE CENTERLINE OF THE ROAD LEADING WEST, 50 FEET NORTH OF
 TF1276'THE CENTERLINE OF THE EAST-WEST ROAD, 3.3 FEET NORTH OF A TELEPHONE
 TF1276'POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TF1276'LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1276'PROJECTING 0.5 FOOT, S 34, R 88 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1334 ***********************************************************************
 TF1334  DESIGNATION -  D 244
 TF1334  PID         -  TF1334
 TF1334  STATE/COUNTY-  ND/WARD
 TF1334  USGS QUAD   -  PLAZA SE (1980)
 TF1334
 TF1334                         *CURRENT SURVEY CONTROL
 TF1334  ___________________________________________________________________
 TF1334* NAD 83(1986)-  48 03 07.     (N)    101 48 49.     (W)     SCALED    
 TF1334* NAVD 88     -       644.590  (meters)    2114.79   (feet)  ADJUSTED  
 TF1334  ___________________________________________________________________
 TF1334  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TF1334  DYNAMIC HT  -         644.682 (meters)    2115.09  (feet)  COMP
 TF1334  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 TF1334
 TF1334  VERT ORDER  -  SECOND    CLASS 0
 TF1334
 TF1334.The horizontal coordinates were scaled from a topographic map and have
 TF1334.an estimated accuracy of +/- 6 seconds.
 TF1334
 TF1334.The orthometric height was determined by differential leveling
 TF1334.and adjusted by the National Geodetic Survey in June 1991..
 TF1334
 TF1334.The geoid height was determined by GEOID03.
 TF1334
 TF1334.The dynamic height is computed by dividing the NAVD 88
 TF1334.geopotential number by the normal gravity value computed on the
 TF1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1334.degrees latitude (g = 980.6199 gals.).
 TF1334
 TF1334.The modeled gravity was interpolated from observed gravity values.
 TF1334
 TF1334;                    North         East    Units  Estimated Accuracy
 TF1334;SPC ND N     -   117,790.      502,080.      MT  (+/- 180 meters Scaled)
 TF1334
 TF1334                          SUPERSEDED SURVEY CONTROL
 TF1334
 TF1334  NGVD 29 (??/??/92)  644.167  (m)         2113.40   (f) ADJ UNCH    2 0
 TF1334
 TF1334.Superseded values are not recommended for survey control.
 TF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1334.See file dsdata.txt to determine how the superseded data were derived.
 TF1334
 TF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU903259(NAD 83)
 TF1334_MARKER: DB = BENCH MARK DISK
 TF1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1334_STAMPING: D 244 1963
 TF1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1334+STABILITY: SURFACE MOTION
 TF1334
 TF1334  HISTORY     - Date     Condition        Report By
 TF1334  HISTORY     - 1963     MONUMENTED       CGS
 TF1334
 TF1334                          STATION DESCRIPTION
 TF1334
 TF1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1334'9.5 MI NE FROM PLAZA.
 TF1334'0.1 MILE NORTH ALONG A PAVED ROAD FROM THE CONSOLIDATED SCHOOL AT
 TF1334'PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 TF1334'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 7.0 MILES EAST ALONG
 TF1334'A COUNTY ROAD, 49.8 FEET NORTHEAST OF THE CENTER OF A TRACK ROAD
 TF1334'INTERSECTION, 42.6 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TF1334'ROAD, 23.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1.7
 TF1334'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST
 TF1334'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 24,
 TF1334'R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0656 ***********************************************************************
 TG0656  DESIGNATION -  D 245 RESET
 TG0656  PID         -  TG0656
 TG0656  STATE/COUNTY-  ND/MOUNTRAIL
 TG0656  USGS QUAD   -  PALERMO (1981)
 TG0656
 TG0656                         *CURRENT SURVEY CONTROL
 TG0656  ___________________________________________________________________
 TG0656* NAD 83(1986)-  48 19 38.     (N)    102 13 30.     (W)     SCALED    
 TG0656* NAVD 88     -       680.65   (+/-2cm)    2233.1    (feet)  VERTCON   
 TG0656  ___________________________________________________________________
 TG0656  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG0656
 TG0656  VERT ORDER  -  THIRD (See Below)
 TG0656
 TG0656.The horizontal coordinates were scaled from a topographic map and have
 TG0656.an estimated accuracy of +/- 6 seconds.
 TG0656
 TG0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0656.The vertical order pertains to the NGVD 29 superseded value.
 TG0656
 TG0656.The geoid height was determined by GEOID03.
 TG0656
 TG0656;                    North         East    Units  Estimated Accuracy
 TG0656;SPC ND N     -   149,000.      472,110.      MT  (+/- 180 meters Scaled)
 TG0656
 TG0656                          SUPERSEDED SURVEY CONTROL
 TG0656
 TG0656  NGVD 29 (11/04/04)  680.20   (m)         2231.6    (f) RESET       3  
 TG0656
 TG0656.Superseded values are not recommended for survey control.
 TG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0656.See file dsdata.txt to determine how the superseded data were derived.
 TG0656
 TG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056563(NAD 83)
 TG0656_MARKER: DB = BENCH MARK DISK
 TG0656_SETTING: 66 = SET IN ROCK OUTCROP
 TG0656_SP_SET: ROCK OUTCROP
 TG0656_STAMPING: D 245 RESET 1977
 TG0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG0656+STABILITY: POSITION/ELEVATION WELL
 TG0656
 TG0656  HISTORY     - Date     Condition        Report By
 TG0656  HISTORY     - 1977     MONUMENTED       NGS
 TG0656
 TG0656                          STATION DESCRIPTION
 TG0656
 TG0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TG0656'0.9 MI S FROM PALERMO.
 TG0656'0.9 MILE SOUTH ALONG THE PAVED COUNTY ROAD FROM THE NORTHEAST PART OF
 TG0656'PALERMO, AT THE JUNCTION WITH NEW U.S. HIGHWAY 2, 249 FEET NORTH OF
 TG0656'THE CENTER OF THE HIGHWAY, 93 FEET WEST OF THE CENTER OF THE COUNTY
 TG0656'ROAD, 100 FEET SOUTH OF A POWER POLE, AND SET IN A DRILLED HOLE IN THE
 TG0656'TOP OF A 2 X 3 FOOT GRANITE ROCK OUTCROP WHICH PROJECTS 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1292 ***********************************************************************
 TF1292  DESIGNATION -  D 246
 TF1292  PID         -  TF1292
 TF1292  STATE/COUNTY-  ND/WARD
 TF1292  USGS QUAD   -  PLAZA SE (1980)
 TF1292
 TF1292                         *CURRENT SURVEY CONTROL
 TF1292  ___________________________________________________________________
 TF1292* NAD 83(1986)-  48 05 44.     (N)    101 50 08.     (W)     SCALED    
 TF1292* NAVD 88     -       637.182  (meters)    2090.49   (feet)  ADJUSTED  
 TF1292  ___________________________________________________________________
 TF1292  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TF1292  DYNAMIC HT  -         637.276 (meters)    2090.80  (feet)  COMP
 TF1292  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 TF1292
 TF1292  VERT ORDER  -  SECOND    CLASS 0
 TF1292
 TF1292.The horizontal coordinates were scaled from a topographic map and have
 TF1292.an estimated accuracy of +/- 6 seconds.
 TF1292
 TF1292.The orthometric height was determined by differential leveling
 TF1292.and adjusted by the National Geodetic Survey in June 1991..
 TF1292
 TF1292.The geoid height was determined by GEOID03.
 TF1292
 TF1292.The dynamic height is computed by dividing the NAVD 88
 TF1292.geopotential number by the normal gravity value computed on the
 TF1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1292.degrees latitude (g = 980.6199 gals.).
 TF1292
 TF1292.The modeled gravity was interpolated from observed gravity values.
 TF1292
 TF1292;                    North         East    Units  Estimated Accuracy
 TF1292;SPC ND N     -   122,670.      500,530.      MT  (+/- 180 meters Scaled)
 TF1292
 TF1292                          SUPERSEDED SURVEY CONTROL
 TF1292
 TF1292  NGVD 29 (??/??/92)  636.758  (m)         2089.10   (f) ADJ UNCH    2 0
 TF1292
 TF1292.Superseded values are not recommended for survey control.
 TF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1292.See file dsdata.txt to determine how the superseded data were derived.
 TF1292
 TF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU888308(NAD 83)
 TF1292_MARKER: DB = BENCH MARK DISK
 TF1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1292_STAMPING: D 246 1963
 TF1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1292+STABILITY: SURFACE MOTION
 TF1292
 TF1292  HISTORY     - Date     Condition        Report By
 TF1292  HISTORY     - 1963     MONUMENTED       CGS
 TF1292
 TF1292                          STATION DESCRIPTION
 TF1292
 TF1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1292'12.0 MI NW FROM MAKOTI.
 TF1292'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1292'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1292'THENCE 5.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES
 TF1292'WEST ALONG A GRAVELED COUNTY ROAD, 65.0 FEET SOUTHEAST OF THE CENTER
 TF1292'OF THE JUNCTION OF A ROAD LEADING SOUTH, 46.0 FEET SOUTH OF THE
 TF1292'CENTERLINE OF THE EAST-WEST ROAD, 43.0 FEET EAST OF THE CENTERLINE OF
 TF1292'THE ROAD LEADING SOUTH, 5.5 FEET EAST OF A POWER POLE BRACED BY A GUY
 TF1292'WIRE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF1292'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TF1292'FOOT, S 11, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0769 ***********************************************************************
 TG0769  DESIGNATION -  D 247
 TG0769  PID         -  TG0769
 TG0769  STATE/COUNTY-  ND/MOUNTRAIL
 TG0769  USGS QUAD   -  SHELL LAKE (1981)
 TG0769
 TG0769                         *CURRENT SURVEY CONTROL
 TG0769  ___________________________________________________________________
 TG0769* NAD 83(1986)-  48 14 25.     (N)    102 04 23.     (W)     SCALED    
 TG0769* NAVD 88     -       652.558  (meters)    2140.93   (feet)  ADJUSTED  
 TG0769  ___________________________________________________________________
 TG0769  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG0769  DYNAMIC HT  -         652.662 (meters)    2141.28  (feet)  COMP
 TG0769  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 TG0769
 TG0769  VERT ORDER  -  SECOND    CLASS 0
 TG0769
 TG0769.The horizontal coordinates were scaled from a topographic map and have
 TG0769.an estimated accuracy of +/- 6 seconds.
 TG0769
 TG0769.The orthometric height was determined by differential leveling
 TG0769.and adjusted by the National Geodetic Survey in June 1991..
 TG0769
 TG0769.The geoid height was determined by GEOID03.
 TG0769
 TG0769.The dynamic height is computed by dividing the NAVD 88
 TG0769.geopotential number by the normal gravity value computed on the
 TG0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0769.degrees latitude (g = 980.6199 gals.).
 TG0769
 TG0769.The modeled gravity was interpolated from observed gravity values.
 TG0769
 TG0769;                    North         East    Units  Estimated Accuracy
 TG0769;SPC ND N     -   139,090.      483,170.      MT  (+/- 180 meters Scaled)
 TG0769
 TG0769                          SUPERSEDED SURVEY CONTROL
 TG0769
 TG0769  NGVD 29 (??/??/92)  652.118  (m)         2139.49   (f) ADJ UNCH    2 0
 TG0769
 TG0769.Superseded values are not recommended for survey control.
 TG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0769.See file dsdata.txt to determine how the superseded data were derived.
 TG0769
 TG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP173471(NAD 83)
 TG0769_MARKER: DB = BENCH MARK DISK
 TG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0769_STAMPING: D 247 1963
 TG0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0769+STABILITY: SURFACE MOTION
 TG0769
 TG0769  HISTORY     - Date     Condition        Report By
 TG0769  HISTORY     - 1963     MONUMENTED       CGS
 TG0769
 TG0769                          STATION DESCRIPTION
 TG0769
 TG0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0769'7.8 MI S FROM BLAISDELL.
 TG0769'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0769'STATION AT BLAISDELL, 94 FEET NORTHEAST OF THE CENTER OF THE
 TG0769'INTERSECTION OF AN EAST-WEST ROAD, 78 FEET EAST OF THE CENTERLINE OF
 TG0769'THE NORTH-SOUTH ROAD, 52 FEET NORTH OF THE CENTERLINE OF THE EASTWEST
 TG0769'ROAD, 6.7 FEET NORTH OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A METAL
 TG0769'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND
 TG0769'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 13, R 89 W, T
 TG0769'155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1220 ***********************************************************************
 SN1220  DESIGNATION -  D 248
 SN1220  PID         -  SN1220
 SN1220  STATE/COUNTY-  ND/MCLEAN
 SN1220  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1220
 SN1220                         *CURRENT SURVEY CONTROL
 SN1220  ___________________________________________________________________
 SN1220* NAD 83(1986)-  47 43 02.     (N)    101 53 35.     (W)     SCALED    
 SN1220* NAVD 88     -       610.794  (meters)    2003.91   (feet)  ADJUSTED  
 SN1220  ___________________________________________________________________
 SN1220  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 SN1220  DYNAMIC HT  -         610.862 (meters)    2004.14  (feet)  COMP
 SN1220  MODELED GRAV-     980,702.6   (mgal)                       NAVD 88
 SN1220
 SN1220  VERT ORDER  -  SECOND    CLASS 0
 SN1220
 SN1220.The horizontal coordinates were scaled from a topographic map and have
 SN1220.an estimated accuracy of +/- 6 seconds.
 SN1220
 SN1220.The orthometric height was determined by differential leveling
 SN1220.and adjusted by the National Geodetic Survey in June 1991..
 SN1220
 SN1220.The geoid height was determined by GEOID03.
 SN1220
 SN1220.The dynamic height is computed by dividing the NAVD 88
 SN1220.geopotential number by the normal gravity value computed on the
 SN1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1220.degrees latitude (g = 980.6199 gals.).
 SN1220
 SN1220.The modeled gravity was interpolated from observed gravity values.
 SN1220
 SN1220;                    North         East    Units  Estimated Accuracy
 SN1220;SPC ND N     -    80,690.      495,490.      MT  (+/- 180 meters Scaled)
 SN1220
 SN1220                          SUPERSEDED SURVEY CONTROL
 SN1220
 SN1220  NGVD 29 (??/??/92)  610.376  (m)         2002.54   (f) ADJ UNCH    2 0
 SN1220
 SN1220.Superseded values are not recommended for survey control.
 SN1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1220.See file dsdata.txt to determine how the superseded data were derived.
 SN1220
 SN1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT830889(NAD 83)
 SN1220_MARKER: DB = BENCH MARK DISK
 SN1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1220_STAMPING: D 248 1963
 SN1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1220+STABILITY: SURFACE MOTION
 SN1220
 SN1220  HISTORY     - Date     Condition        Report By
 SN1220  HISTORY     - 1963     MONUMENTED       CGS
 SN1220
 SN1220                          STATION DESCRIPTION
 SN1220
 SN1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1220'4.65 MI SW FROM ROSEGLEN.
 SN1220'ABOUT 2.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1220'MAIN STREET AT ROSEGLEN, THENCE 2.0 MILES SOUTH ALONG A GRAVELED
 SN1220'COUNTY ROAD, 57.4 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 SN1220'AN EAST-WEST ROAD, 40.0 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 SN1220'COUNTY ROAD, 36.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 SN1220'6.0 FEET SOUTHWEST OF TELEPHONE POLE NO. 5-89, 1.5 FEET WEST OF A
 SN1220'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH
 SN1220'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 13,
 SN1220'R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0169 ***********************************************************************
 SN0169  DESIGNATION -  D 249
 SN0169  PID         -  SN0169
 SN0169  STATE/COUNTY-  ND/MCLEAN
 SN0169  USGS QUAD   -  TURTLE CREEK NW (1980)
 SN0169
 SN0169                         *CURRENT SURVEY CONTROL
 SN0169  ___________________________________________________________________
 SN0169* NAD 83(1986)-  47 27 30.     (N)    100 58 19.     (W)     SCALED    
 SN0169* NAVD 88     -       595.935  (meters)    1955.16   (feet)  ADJUSTED  
 SN0169  ___________________________________________________________________
 SN0169  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0169  DYNAMIC HT  -         595.988 (meters)    1955.34  (feet)  COMP
 SN0169  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 SN0169
 SN0169  VERT ORDER  -  SECOND    CLASS 0
 SN0169
 SN0169.The horizontal coordinates were scaled from a topographic map and have
 SN0169.an estimated accuracy of +/- 6 seconds.
 SN0169
 SN0169.The orthometric height was determined by differential leveling
 SN0169.and adjusted by the National Geodetic Survey in June 1991..
 SN0169
 SN0169.The geoid height was determined by GEOID03.
 SN0169
 SN0169.The dynamic height is computed by dividing the NAVD 88
 SN0169.geopotential number by the normal gravity value computed on the
 SN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0169.degrees latitude (g = 980.6199 gals.).
 SN0169
 SN0169.The modeled gravity was interpolated from observed gravity values.
 SN0169
 SN0169;                    North         East    Units  Estimated Accuracy
 SN0169;SPC ND N     -    51,070.      564,410.      MT  (+/- 180 meters Scaled)
 SN0169
 SN0169                          SUPERSEDED SURVEY CONTROL
 SN0169
 SN0169  NGVD 29 (??/??/92)  595.529  (m)         1953.83   (f) ADJ UNCH    2 0
 SN0169
 SN0169.Superseded values are not recommended for survey control.
 SN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0169.See file dsdata.txt to determine how the superseded data were derived.
 SN0169
 SN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT513579(NAD 83)
 SN0169_MARKER: DB = BENCH MARK DISK
 SN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0169_STAMPING: D 249 1963
 SN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0169+STABILITY: SURFACE MOTION
 SN0169
 SN0169  HISTORY     - Date     Condition        Report By
 SN0169  HISTORY     - 1963     MONUMENTED       CGS
 SN0169
 SN0169                          STATION DESCRIPTION
 SN0169
 SN0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0169'8.2 MI SW FROM TURTLE LAKE.
 SN0169'ABOUT 0.4 MILE SOUTH ALONG MAIN STREET FROM THE RAILWAY STATION AT
 SN0169'TURTLE LAKE, THENCE 3.8 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 SN0169'THENCE 4.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 136 FEET
 SN0169'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 7, 100
 SN0169'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 100 FEET WEST OF THE
 SN0169'CENTERLINE OF THE ROAD, 4.5 FEET EAST OF A POWER POLE, 1.5 FEET WEST
 SN0169'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 SN0169'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0787 ***********************************************************************
 TG0787  DESIGNATION -  D 250
 TG0787  PID         -  TG0787
 TG0787  STATE/COUNTY-  ND/MOUNTRAIL
 TG0787  USGS QUAD   -  EPWORTH NW (1981)
 TG0787
 TG0787                         *CURRENT SURVEY CONTROL
 TG0787  ___________________________________________________________________
 TG0787* NAD 83(1986)-  48 12 40.     (N)    102 09 21.     (W)     SCALED    
 TG0787* NAVD 88     -       623.426  (meters)    2045.36   (feet)  ADJUSTED  
 TG0787  ___________________________________________________________________
 TG0787  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 TG0787  DYNAMIC HT  -         623.522 (meters)    2045.67  (feet)  COMP
 TG0787  MODELED GRAV-     980,744.2   (mgal)                       NAVD 88
 TG0787
 TG0787  VERT ORDER  -  SECOND    CLASS 0
 TG0787
 TG0787.The horizontal coordinates were scaled from a topographic map and have
 TG0787.an estimated accuracy of +/- 6 seconds.
 TG0787
 TG0787.The orthometric height was determined by differential leveling
 TG0787.and adjusted by the National Geodetic Survey in June 1991..
 TG0787
 TG0787.The geoid height was determined by GEOID03.
 TG0787
 TG0787.The dynamic height is computed by dividing the NAVD 88
 TG0787.geopotential number by the normal gravity value computed on the
 TG0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0787.degrees latitude (g = 980.6199 gals.).
 TG0787
 TG0787.The modeled gravity was interpolated from observed gravity values.
 TG0787
 TG0787;                    North         East    Units  Estimated Accuracy
 TG0787;SPC ND N     -   135,980.      476,960.      MT  (+/- 180 meters Scaled)
 TG0787
 TG0787                          SUPERSEDED SURVEY CONTROL
 TG0787
 TG0787  NGVD 29 (??/??/92)  622.985  (m)         2043.91   (f) ADJ UNCH    2 0
 TG0787
 TG0787.Superseded values are not recommended for survey control.
 TG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0787.See file dsdata.txt to determine how the superseded data were derived.
 TG0787
 TG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP112436(NAD 83)
 TG0787_MARKER: DB = BENCH MARK DISK
 TG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0787_STAMPING: D 250 1963
 TG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0787+STABILITY: SURFACE MOTION
 TG0787
 TG0787  HISTORY     - Date     Condition        Report By
 TG0787  HISTORY     - 1963     MONUMENTED       CGS
 TG0787
 TG0787                          STATION DESCRIPTION
 TG0787
 TG0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0787'13.6 MI SW FROM BLAISDELL.
 TG0787'ABOUT 9.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0787'STATION AT BLAISDELL, THENCE 3.8 MILES WEST ALONG A GRAVELED COUNTY
 TG0787'ROAD, 55 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 TG0787'LEADING SOUTH, 45 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TG0787'SOUTH, 18 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET
 TG0787'NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0787'1 FOOT ABOVE THE LEVEL OF THE ROAD LEADING SOUTH, AND SET IN THE TOP
 TG0787'OF A CONCRETE POST PROJECTING 0.5 FOOT, S 32, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0553 ***********************************************************************
 TG0553  DESIGNATION -  D 251
 TG0553  PID         -  TG0553
 TG0553  STATE/COUNTY-  ND/MOUNTRAIL
 TG0553  USGS QUAD   -  LOSTWOOD (1981)
 TG0553
 TG0553                         *CURRENT SURVEY CONTROL
 TG0553  ___________________________________________________________________
 TG0553* NAD 83(1986)-  48 24 02.     (N)    102 24 30.     (W)     SCALED    
 TG0553* NAVD 88     -       683.250  (meters)    2241.63   (feet)  ADJUSTED  
 TG0553  ___________________________________________________________________
 TG0553  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0553  DYNAMIC HT  -         683.364 (meters)    2242.00  (feet)  COMP
 TG0553  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TG0553
 TG0553  VERT ORDER  -  SECOND    CLASS 0
 TG0553
 TG0553.The horizontal coordinates were scaled from a topographic map and have
 TG0553.an estimated accuracy of +/- 6 seconds.
 TG0553
 TG0553.The orthometric height was determined by differential leveling
 TG0553.and adjusted by the National Geodetic Survey in June 1991..
 TG0553
 TG0553.The geoid height was determined by GEOID03.
 TG0553
 TG0553.The dynamic height is computed by dividing the NAVD 88
 TG0553.geopotential number by the normal gravity value computed on the
 TG0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0553.degrees latitude (g = 980.6199 gals.).
 TG0553
 TG0553.The modeled gravity was interpolated from observed gravity values.
 TG0553
 TG0553;                    North         East    Units  Estimated Accuracy
 TG0553;SPC ND N     -   157,470.      458,720.      MT  (+/- 180 meters Scaled)
 TG0553
 TG0553                          SUPERSEDED SURVEY CONTROL
 TG0553
 TG0553  NGVD 29 (??/??/92)  682.802  (m)         2240.16   (f) ADJ UNCH    2 0
 TG0553
 TG0553.Superseded values are not recommended for survey control.
 TG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0553.See file dsdata.txt to determine how the superseded data were derived.
 TG0553
 TG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP918640(NAD 83)
 TG0553_MARKER: DB = BENCH MARK DISK
 TG0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0553_STAMPING: D 251 1963
 TG0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0553+STABILITY: SURFACE MOTION
 TG0553
 TG0553  HISTORY     - Date     Condition        Report By
 TG0553  HISTORY     - 1963     MONUMENTED       CGS
 TG0553
 TG0553                          STATION DESCRIPTION
 TG0553
 TG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0553'5.8 MI N FROM STANLEY.
 TG0553'ABOUT 5.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0553'STANLEY, ABOUT 100 YARDS NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD
 TG0553'LEADING NORTHEAST, 110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT
 TG0553'THE JUNCTION OF A GRAVELED ROAD LEADING NORTHWEST, 36.5 FEET SOUTHWEST
 TG0553'OF THE CENTERLINE OF THE GRAVELED ROAD, 2.5 FEET SOUTH OF A TELEPHONE
 TG0553'POLE, IN LINE WITH A ROW OF POLES, 1.3 FEET NORTH OF A METAL WITNESS
 TG0553'POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TG0553'OF A CONCRETE POST PROJECTING 5 INCHES, S 22, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0851 ***********************************************************************
 TG0851  DESIGNATION -  D 252
 TG0851  PID         -  TG0851
 TG0851  STATE/COUNTY-  ND/WILLIAMS
 TG0851  USGS QUAD   -  TIOGA (1979)
 TG0851
 TG0851                         *CURRENT SURVEY CONTROL
 TG0851  ___________________________________________________________________
 TG0851* NAD 83(1986)-  48 23 53.     (N)    102 58 53.     (W)     SCALED    
 TG0851* NAVD 88     -       698.116  (meters)    2290.40   (feet)  ADJUSTED  
 TG0851  ___________________________________________________________________
 TG0851  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG0851  DYNAMIC HT  -         698.208 (meters)    2290.70  (feet)  COMP
 TG0851  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 TG0851
 TG0851  VERT ORDER  -  FIRST     CLASS II
 TG0851
 TG0851.The horizontal coordinates were scaled from a topographic map and have
 TG0851.an estimated accuracy of +/- 6 seconds.
 TG0851
 TG0851.The orthometric height was determined by differential leveling
 TG0851.and adjusted by the National Geodetic Survey in June 1991..
 TG0851
 TG0851.The geoid height was determined by GEOID03.
 TG0851
 TG0851.The dynamic height is computed by dividing the NAVD 88
 TG0851.geopotential number by the normal gravity value computed on the
 TG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0851.degrees latitude (g = 980.6199 gals.).
 TG0851
 TG0851.The modeled gravity was interpolated from observed gravity values.
 TG0851
 TG0851;                    North         East    Units  Estimated Accuracy
 TG0851;SPC ND N     -   158,400.      416,300.      MT  (+/- 180 meters Scaled)
 TG0851
 TG0851                          SUPERSEDED SURVEY CONTROL
 TG0851
 TG0851  NGVD 29 (??/??/92)  697.615  (m)         2288.76   (f) ADJ UNCH    1 2
 TG0851
 TG0851.Superseded values are not recommended for survey control.
 TG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0851.See file dsdata.txt to determine how the superseded data were derived.
 TG0851
 TG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP494625(NAD 83)
 TG0851_MARKER: DB = BENCH MARK DISK
 TG0851_SETTING: 80 = SET IN A BOULDER
 TG0851_SP_SET: BOULDER
 TG0851_STAMPING: D 252 1963
 TG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0851+STABILITY: SURFACE MOTION
 TG0851
 TG0851  HISTORY     - Date     Condition        Report By
 TG0851  HISTORY     - 1963     MONUMENTED       CGS
 TG0851
 TG0851                          STATION DESCRIPTION
 TG0851
 TG0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0851'2.1 MI W FROM TIOGA.
 TG0851'2.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0851'TIOGA, ABOUT 0.1 MILE OR 9 RAILS EAST OF MILEPOST 84, SET IN THE TOP
 TG0851'OF THE EAST CORNER OF AN IMBEDDED BOULDER OF WHICH THE EXPOSED PORTION
 TG0851'IS 6 FEET LONG AND 2 1/2 FEET WIDE AND PROJECTS ABOUT 0.4 FOOT, 172
 TG0851'FEET SOUTHWEST ACROSS THE TRACK FROM TELEGRAPH POLE NO. 20, 86 FEET
 TG0851'SOUTH OF THE SOUTH RAIL, 6 FEET NORTH OF A FENCE, 5.0 FEET NORTH OF A
 TG0851'METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, S
 TG0851'29, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0797 ***********************************************************************
 SN0797  DESIGNATION -  D 253
 SN0797  PID         -  SN0797
 SN0797  STATE/COUNTY-  ND/WARD
 SN0797  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0797
 SN0797                         *CURRENT SURVEY CONTROL
 SN0797  ___________________________________________________________________
 SN0797* NAD 83(1986)-  47 51 45.     (N)    101 25 19.     (W)     SCALED    
 SN0797* NAVD 88     -       644.907  (meters)    2115.83   (feet)  ADJUSTED  
 SN0797  ___________________________________________________________________
 SN0797  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 SN0797  DYNAMIC HT  -         644.981 (meters)    2116.08  (feet)  COMP
 SN0797  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 SN0797
 SN0797  VERT ORDER  -  SECOND    CLASS 0
 SN0797
 SN0797.The horizontal coordinates were scaled from a topographic map and have
 SN0797.an estimated accuracy of +/- 6 seconds.
 SN0797
 SN0797.The orthometric height was determined by differential leveling
 SN0797.and adjusted by the National Geodetic Survey in June 1991..
 SN0797
 SN0797.The geoid height was determined by GEOID03.
 SN0797
 SN0797.The dynamic height is computed by dividing the NAVD 88
 SN0797.geopotential number by the normal gravity value computed on the
 SN0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0797.degrees latitude (g = 980.6199 gals.).
 SN0797
 SN0797.The modeled gravity was interpolated from observed gravity values.
 SN0797
 SN0797;                    North         East    Units  Estimated Accuracy
 SN0797;SPC ND N     -    96,310.      531,020.      MT  (+/- 180 meters Scaled)
 SN0797
 SN0797                          SUPERSEDED SURVEY CONTROL
 SN0797
 SN0797  NGVD 29 (??/??/92)  644.50   (m)         2114.5    (f) COMPUTED    2 0
 SN0797
 SN0797.Superseded values are not recommended for survey control.
 SN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0797.See file dsdata.txt to determine how the superseded data were derived.
 SN0797
 SN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU188038(NAD 83)
 SN0797_MARKER: DB = BENCH MARK DISK
 SN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0797_STAMPING: D 253 1963
 SN0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0797+STABILITY: SURFACE MOTION
 SN0797
 SN0797  HISTORY     - Date     Condition        Report By
 SN0797  HISTORY     - 1963     MONUMENTED       CGS
 SN0797
 SN0797                          STATION DESCRIPTION
 SN0797
 SN0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0797'3.9 MI E FROM DOUGLAS.
 SN0797'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0797'STATION AT DOUGLAS, THENCE 3.7 MILES EAST ALONG STATE HIGHWAY 53, 139
 SN0797'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH,
 SN0797'98 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 98 FEET WEST OF THE
 SN0797'EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 4.5 FEET EAST OF A
 SN0797'POWER POLE, 5.0 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 1.5
 SN0797'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SN0797'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 28, R 84 W, T
 SN0797'151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0794 ***********************************************************************
 TG0794  DESIGNATION -  D 254
 TG0794  PID         -  TG0794
 TG0794  STATE/COUNTY-  ND/MOUNTRAIL
 TG0794  USGS QUAD   -  SIKES DAM (1981)
 TG0794
 TG0794                         *CURRENT SURVEY CONTROL
 TG0794  ___________________________________________________________________
 TG0794* NAD 83(1986)-  48 14 51.     (N)    102 27 41.     (W)     SCALED    
 TG0794* NAVD 88     -       710.995  (meters)    2332.66   (feet)  ADJUSTED  
 TG0794  ___________________________________________________________________
 TG0794  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG0794  DYNAMIC HT  -         711.099 (meters)    2333.00  (feet)  COMP
 TG0794  MODELED GRAV-     980,733.3   (mgal)                       NAVD 88
 TG0794
 TG0794  VERT ORDER  -  SECOND    CLASS 0
 TG0794
 TG0794.The horizontal coordinates were scaled from a topographic map and have
 TG0794.an estimated accuracy of +/- 6 seconds.
 TG0794
 TG0794.The orthometric height was determined by differential leveling
 TG0794.and adjusted by the National Geodetic Survey in June 1991..
 TG0794
 TG0794.The geoid height was determined by GEOID03.
 TG0794
 TG0794.The dynamic height is computed by dividing the NAVD 88
 TG0794.geopotential number by the normal gravity value computed on the
 TG0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0794.degrees latitude (g = 980.6199 gals.).
 TG0794
 TG0794.The modeled gravity was interpolated from observed gravity values.
 TG0794
 TG0794;                    North         East    Units  Estimated Accuracy
 TG0794;SPC ND N     -   140,550.      454,360.      MT  (+/- 180 meters Scaled)
 TG0794
 TG0794                          SUPERSEDED SURVEY CONTROL
 TG0794
 TG0794  NGVD 29 (??/??/92)  710.529  (m)         2331.13   (f) ADJ UNCH    2 0
 TG0794
 TG0794.Superseded values are not recommended for survey control.
 TG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0794.See file dsdata.txt to determine how the superseded data were derived.
 TG0794
 TG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP884469(NAD 83)
 TG0794_MARKER: DB = BENCH MARK DISK
 TG0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0794_STAMPING: D 254 1963
 TG0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0794+STABILITY: SURFACE MOTION
 TG0794
 TG0794  HISTORY     - Date     Condition        Report By
 TG0794  HISTORY     - 1963     MONUMENTED       CGS
 TG0794
 TG0794                          STATION DESCRIPTION
 TG0794
 TG0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0794'7.9 MI SW FROM STANLEY.
 TG0794'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0794'AT STANLEY, THENCE 4.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, ON
 TG0794'THE EAST SLOPE OF A HILL, 77 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TG0794'2 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0794'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0794'0.6 FOOT, S 14, R 92 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0122 ***********************************************************************
 TG0122  DESIGNATION -  D 255
 TG0122  PID         -  TG0122
 TG0122  STATE/COUNTY-  ND/MOUNTRAIL
 TG0122  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0122
 TG0122                         *CURRENT SURVEY CONTROL
 TG0122  ___________________________________________________________________
 TG0122* NAD 83(1986)-  48 32 47.     (N)    102 10 07.     (W)     SCALED    
 TG0122* NAVD 88     -       714.259  (meters)    2343.36   (feet)  ADJUSTED  
 TG0122  ___________________________________________________________________
 TG0122  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 TG0122  DYNAMIC HT  -         714.381 (meters)    2343.76  (feet)  COMP
 TG0122  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 TG0122
 TG0122  VERT ORDER  -  SECOND    CLASS 0
 TG0122
 TG0122.The horizontal coordinates were scaled from a topographic map and have
 TG0122.an estimated accuracy of +/- 6 seconds.
 TG0122
 TG0122.The orthometric height was determined by differential leveling
 TG0122.and adjusted by the National Geodetic Survey in June 1991..
 TG0122
 TG0122.The geoid height was determined by GEOID03.
 TG0122
 TG0122.The dynamic height is computed by dividing the NAVD 88
 TG0122.geopotential number by the normal gravity value computed on the
 TG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0122.degrees latitude (g = 980.6199 gals.).
 TG0122
 TG0122.The modeled gravity was interpolated from observed gravity values.
 TG0122
 TG0122;                    North         East    Units  Estimated Accuracy
 TG0122;SPC ND N     -   173,270.      476,810.      MT  (+/- 180 meters Scaled)
 TG0122
 TG0122                          SUPERSEDED SURVEY CONTROL
 TG0122
 TG0122  NGVD 29 (??/??/92)  713.834  (m)         2341.97   (f) ADJ UNCH    2 0
 TG0122
 TG0122.Superseded values are not recommended for survey control.
 TG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0122.See file dsdata.txt to determine how the superseded data were derived.
 TG0122
 TG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP089809(NAD 83)
 TG0122_MARKER: DB = BENCH MARK DISK
 TG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0122_STAMPING: D 255 1963
 TG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0122+STABILITY: SURFACE MOTION
 TG0122
 TG0122  HISTORY     - Date     Condition        Report By
 TG0122  HISTORY     - 1963     MONUMENTED       CGS
 TG0122
 TG0122                          STATION DESCRIPTION
 TG0122
 TG0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0122'7.3 MI W FROM COULEE.
 TG0122'ABOUT 7.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0122'RAILWAY STATION AT COULEE, IN THE NORTHEAST CORNER OF S 4, R 89 W, T
 TG0122'159 N, 160.5 FEET SOUTHWEST OF THE INTERSECTION OF A GRADED DIRT ROAD
 TG0122'LEADING NORTH AND A TRACK ROAD LEADING SOUTH, 158.0 FEET SOUTH OF THE
 TG0122'CENTERLINE OF THE HIGHWAY, 27.5 FEET WEST OF THE CENTERLINE OF THE
 TG0122'TRACK ROAD, 2.0 FEET EAST OF A FENCE, 2.7 FEET SOUTH OF A METAL
 TG0122'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0122'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1224 ***********************************************************************
 TE1224  DESIGNATION -  D 256
 TE1224  PID         -  TE1224
 TE1224  STATE/COUNTY-  ND/RAMSEY
 TE1224  USGS QUAD   -  TILDEN (1994)
 TE1224
 TE1224                         *CURRENT SURVEY CONTROL
 TE1224  ___________________________________________________________________
 TE1224* NAD 83(1986)-  48 14 44.     (N)    099 08 44.     (W)     SCALED    
 TE1224* NAVD 88     -       444.110  (meters)    1457.05   (feet)  ADJUSTED  
 TE1224  ___________________________________________________________________
 TE1224  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 TE1224  DYNAMIC HT  -         444.191 (meters)    1457.32  (feet)  COMP
 TE1224  MODELED GRAV-     980,779.9   (mgal)                       NAVD 88
 TE1224
 TE1224  VERT ORDER  -  FIRST     CLASS II
 TE1224
 TE1224.The horizontal coordinates were scaled from a topographic map and have
 TE1224.an estimated accuracy of +/- 6 seconds.
 TE1224
 TE1224.The orthometric height was determined by differential leveling
 TE1224.and adjusted by the National Geodetic Survey in June 1991..
 TE1224
 TE1224.The geoid height was determined by GEOID03.
 TE1224
 TE1224.The dynamic height is computed by dividing the NAVD 88
 TE1224.geopotential number by the normal gravity value computed on the
 TE1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1224.degrees latitude (g = 980.6199 gals.).
 TE1224
 TE1224.The modeled gravity was interpolated from observed gravity values.
 TE1224
 TE1224;                    North         East    Units  Estimated Accuracy
 TE1224;SPC ND N     -   139,370.      700,580.      MT  (+/- 180 meters Scaled)
 TE1224
 TE1224                          SUPERSEDED SURVEY CONTROL
 TE1224
 TE1224  NGVD 29 (??/??/92)  443.742  (m)         1455.84   (f) ADJ UNCH    1 2
 TE1224
 TE1224.Superseded values are not recommended for survey control.
 TE1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1224.See file dsdata.txt to determine how the superseded data were derived.
 TE1224
 TE1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU891436(NAD 83)
 TE1224_MARKER: DB = BENCH MARK DISK
 TE1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1224_STAMPING: D 256 1963
 TE1224_MARK LOGO: CGS   
 TE1224_PROJECTION: FLUSH
 TE1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1224+STABILITY: SURFACE MOTION
 TE1224
 TE1224  HISTORY     - Date     Condition        Report By
 TE1224  HISTORY     - 1963     MONUMENTED       CGS
 TE1224  HISTORY     - 1982     GOOD             NGS
 TE1224
 TE1224                          STATION DESCRIPTION
 TE1224
 TE1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1224'2.9 MI SE FROM CHURCHES FERRY.
 TE1224'ABOUT 2.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1224'STATION AT CHURCHES FERRY, IN S 16, R 66 W, T 155 N, ABOUT 0.4 MILE
 TE1224'NORTHWEST OF MILEPOST 101, ON THE OUTSIDE OF A CURVE IN U.S. HIGHWAY
 TE1224'2, BETWEEN THE TRACK AND THE HIGHWAY, 193 FEET EAST OF THE CENTERLINE
 TE1224'OF THE HIGHWAY, 102 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 11 FEET WEST
 TE1224'OF A FENCE CORNER, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 TE1224'LEVEL WITH THE HIGHWAY, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND
 TE1224'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. NOTE-- THIS
 TE1224'MARK CAN ALSO BE REACHED BY GOING 3.2 MILES NORTHWEST ALONG THE GREAT
 TE1224'NORTHERN RAILWAY FROM THE STATION AT PENN.
 TE1224
 TE1224                          STATION RECOVERY (1982)
 TE1224
 TE1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1224'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1224'6.4 KM (4.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 TE1224'OF U.S. HIGHWAY 281 ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS FERRY, ALSO
 TE1224'0.3 KM (0.2 MI) NORTHWEST OF HIGHWAY MILEPOST 253, 58.8 METERS
 TE1224'(193.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 31.0 METERS
 TE1224'(102.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 TE1224'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 TE1224'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0678 ***********************************************************************
 TE0678  DESIGNATION -  D 257
 TE0678  PID         -  TE0678
 TE0678  STATE/COUNTY-  ND/RAMSEY
 TE0678  USGS QUAD   -  CRARY (1994)
 TE0678
 TE0678                         *CURRENT SURVEY CONTROL
 TE0678  ___________________________________________________________________
 TE0678* NAD 83(1986)-  48 04 24.     (N)    098 38 49.     (W)     SCALED    
 TE0678* NAVD 88     -       453.830  (meters)    1488.94   (feet)  ADJUSTED  
 TE0678  ___________________________________________________________________
 TE0678  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE0678  DYNAMIC HT  -         453.904 (meters)    1489.18  (feet)  COMP
 TE0678  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 TE0678
 TE0678  VERT ORDER  -  FIRST     CLASS II
 TE0678
 TE0678.The horizontal coordinates were scaled from a topographic map and have
 TE0678.an estimated accuracy of +/- 6 seconds.
 TE0678
 TE0678.The orthometric height was determined by differential leveling
 TE0678.and adjusted by the National Geodetic Survey in June 1991..
 TE0678
 TE0678.The geoid height was determined by GEOID03.
 TE0678
 TE0678.The dynamic height is computed by dividing the NAVD 88
 TE0678.geopotential number by the normal gravity value computed on the
 TE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0678.degrees latitude (g = 980.6199 gals.).
 TE0678
 TE0678.The modeled gravity was interpolated from observed gravity values.
 TE0678
 TE0678;                    North         East    Units  Estimated Accuracy
 TE0678;SPC ND N     -   121,000.      738,070.      MT  (+/- 180 meters Scaled)
 TE0678
 TE0678                          SUPERSEDED SURVEY CONTROL
 TE0678
 TE0678  NGVD 29 (??/??/92)  453.450  (m)         1487.69   (f) ADJ UNCH    1 2
 TE0678
 TE0678.Superseded values are not recommended for survey control.
 TE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0678.See file dsdata.txt to determine how the superseded data were derived.
 TE0678
 TE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU262245(NAD 83)
 TE0678_MARKER: DB = BENCH MARK DISK
 TE0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0678_STAMPING: D 257 1963
 TE0678_MARK LOGO: CGS   
 TE0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0678+STABILITY: SURFACE MOTION
 TE0678
 TE0678  HISTORY     - Date     Condition        Report By
 TE0678  HISTORY     - 1963     MONUMENTED       CGS
 TE0678  HISTORY     - 1982     GOOD             NGS
 TE0678
 TE0678                          STATION DESCRIPTION
 TE0678
 TE0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0678'0.5 MI NW FROM CRARY.
 TE0678'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0678'STATION AT CRARY, IN S 17, R 62 W, T 153 N, ABOUT 0.15 MILE WEST OF A
 TE0678'GRAVELED ROAD CROSSING, BETWEEN THE TRACK AND A GRAVELED ROAD THAT
 TE0678'PARALLELS THE TRACK ON THE NORTHEAST SIDE, 50.7 FEET NORTHEAST OF THE
 TE0678'NORTHEAST RAIL, 37.0 FEET NORTHEAST OF MILEPOST 75, 21.0 FEET
 TE0678'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTHEAST OF A
 TE0678'TELEGRAPH POLE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 TE0678'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0678'5 INCHES.
 TE0678
 TE0678                          STATION RECOVERY (1982)
 TE0678
 TE0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0678'RECOVERED THIS DATE, DELETE 0.5 MI NORTHWEST ALONG THE GREAT
 TE0678'NORTHERN RAILWAY, ADD 0.8 KM (0.5 MI) NORTHWEST FROM THE CRARY FARMERS
 TE0678'ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0336 ***********************************************************************
 TE0336  DESIGNATION -  D 258
 TE0336  PID         -  TE0336
 TE0336  STATE/COUNTY-  ND/NELSON
 TE0336  USGS QUAD   -  LAKOTA (1983)
 TE0336
 TE0336                         *CURRENT SURVEY CONTROL
 TE0336  ___________________________________________________________________
 TE0336* NAD 83(1986)-  48 07 20.     (N)    098 21 26.     (W)     SCALED    
 TE0336* NAVD 88     -       459.376  (meters)    1507.14   (feet)  ADJUSTED  
 TE0336  ___________________________________________________________________
 TE0336  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 TE0336  DYNAMIC HT  -         459.454 (meters)    1507.39  (feet)  COMP
 TE0336  MODELED GRAV-     980,766.3   (mgal)                       NAVD 88
 TE0336
 TE0336  VERT ORDER  -  SECOND    CLASS 0
 TE0336
 TE0336.The horizontal coordinates were scaled from a topographic map and have
 TE0336.an estimated accuracy of +/- 6 seconds.
 TE0336
 TE0336.The orthometric height was determined by differential leveling
 TE0336.and adjusted by the National Geodetic Survey in June 1991..
 TE0336
 TE0336.The geoid height was determined by GEOID03.
 TE0336
 TE0336.The dynamic height is computed by dividing the NAVD 88
 TE0336.geopotential number by the normal gravity value computed on the
 TE0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0336.degrees latitude (g = 980.6199 gals.).
 TE0336
 TE0336.The modeled gravity was interpolated from observed gravity values.
 TE0336
 TE0336;                    North         East    Units  Estimated Accuracy
 TE0336;SPC ND N     -   126,990.      759,500.      MT  (+/- 180 meters Scaled)
 TE0336
 TE0336                          SUPERSEDED SURVEY CONTROL
 TE0336
 TE0336  NGVD 29 (??/??/92)  459.000  (m)         1505.90   (f) ADJ UNCH    2 0
 TE0336
 TE0336.Superseded values are not recommended for survey control.
 TE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0336.See file dsdata.txt to determine how the superseded data were derived.
 TE0336
 TE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478300(NAD 83)
 TE0336_MARKER: DB = BENCH MARK DISK
 TE0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0336_STAMPING: D 258 1963
 TE0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0336+STABILITY: SURFACE MOTION
 TE0336
 TE0336  HISTORY     - Date     Condition        Report By
 TE0336  HISTORY     - 1963     MONUMENTED       CGS
 TE0336
 TE0336                          STATION DESCRIPTION
 TE0336
 TE0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0336'5.8 MI N FROM LAKOTA.
 TE0336'5.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0336'JUNCTION AT LAKOTA, IN S 33, R 60 W, T 154 N, ABOUT 0.2 MILE SOUTH OF
 TE0336'MILEPOST 6, 131 FEET WEST AND ACROSS A GRAVELED ROAD THAT PARALLELS
 TE0336'THE TRACK ON THE WEST SIDE, 81 FEET SOUTHWEST OF THE CENTER OF A
 TE0336'GRAVELED ROAD INTERSECTION, 66 FEET SOUTH OF THE CENTERLINE OF THE
 TE0336'ROAD LEADING WEST, 49.5 FEET WEST OF THE CENTERLINE OF THE ROAD
 TE0336'LEADING SOUTH, 23.5 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET EAST OF A
 TE0336'FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0336'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE0336'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0725 ***********************************************************************
 TE0725  DESIGNATION -  D 259
 TE0725  PID         -  TE0725
 TE0725  STATE/COUNTY-  ND/RAMSEY
 TE0725  USGS QUAD   -  DERRICK (1972)
 TE0725
 TE0725                         *CURRENT SURVEY CONTROL
 TE0725  ___________________________________________________________________
 TE0725* NAD 83(1986)-  48 27 23.     (N)    098 31 37.     (W)     SCALED    
 TE0725* NAVD 88     -       464.444  (meters)    1523.76   (feet)  ADJUSTED  
 TE0725  ___________________________________________________________________
 TE0725  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 TE0725  DYNAMIC HT  -         464.535 (meters)    1524.06  (feet)  COMP
 TE0725  MODELED GRAV-     980,792.7   (mgal)                       NAVD 88
 TE0725
 TE0725  VERT ORDER  -  SECOND    CLASS 0
 TE0725
 TE0725.The horizontal coordinates were scaled from a topographic map and have
 TE0725.an estimated accuracy of +/- 6 seconds.
 TE0725
 TE0725.The orthometric height was determined by differential leveling
 TE0725.and adjusted by the National Geodetic Survey in June 1991..
 TE0725
 TE0725.The geoid height was determined by GEOID03.
 TE0725
 TE0725.The dynamic height is computed by dividing the NAVD 88
 TE0725.geopotential number by the normal gravity value computed on the
 TE0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0725.degrees latitude (g = 980.6199 gals.).
 TE0725
 TE0725.The modeled gravity was interpolated from observed gravity values.
 TE0725
 TE0725;                    North         East    Units  Estimated Accuracy
 TE0725;SPC ND N     -   163,800.      745,910.      MT  (+/- 180 meters Scaled)
 TE0725
 TE0725                          SUPERSEDED SURVEY CONTROL
 TE0725
 TE0725  NGVD 29 (??/??/92)  464.063  (m)         1522.51   (f) ADJ UNCH    2 0
 TE0725
 TE0725.Superseded values are not recommended for survey control.
 TE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0725.See file dsdata.txt to determine how the superseded data were derived.
 TE0725
 TE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU349671(NAD 83)
 TE0725_MARKER: DB = BENCH MARK DISK
 TE0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0725_STAMPING: D 259 1963
 TE0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0725+STABILITY: SURFACE MOTION
 TE0725
 TE0725  HISTORY     - Date     Condition        Report By
 TE0725  HISTORY     - 1963     MONUMENTED       CGS
 TE0725
 TE0725                          STATION DESCRIPTION
 TE0725
 TE0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0725'2.1 MI SE FROM DERRICK.
 TE0725'ABOUT 2.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0725'STATION AT DERRICK, IN S 33, R 61 W, T 158 N, ABOUT 0.5 MILE SOUTHEAST
 TE0725'OF MILEPOST 32, 81 FEET EAST OF THE CENTER OF A DIRT ROAD CROSSING, 70
 TE0725'FEET NORTHEAST ACROSS THE ROAD FROM THE NORTHEAST RAIL, 27.5 FEET
 TE0725'NORTH OF THE CENTERLINE OF THE ROAD, 36 FEET EAST OF A TELEPHONE POLE,
 TE0725'2.0 FEET SOUTHWEST OF A FENCE, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 TE0725'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0725'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0076 ***********************************************************************
 RQ0076  DESIGNATION -  D 26
 RQ0076  PID         -  RQ0076
 RQ0076  STATE/COUNTY-  ND/DICKEY
 RQ0076  USGS QUAD   -  GUELPH (1955)
 RQ0076
 RQ0076                         *CURRENT SURVEY CONTROL
 RQ0076  ___________________________________________________________________
 RQ0076* NAD 83(1986)-  46 01 23.     (N)    098 07 31.     (W)     SCALED    
 RQ0076* NAVD 88     -       397.689  (meters)    1304.75   (feet)  ADJUSTED  
 RQ0076  ___________________________________________________________________
 RQ0076  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 RQ0076  DYNAMIC HT  -         397.676 (meters)    1304.71  (feet)  COMP
 RQ0076  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 RQ0076
 RQ0076  VERT ORDER  -  FIRST     CLASS II
 RQ0076
 RQ0076.The horizontal coordinates were scaled from a topographic map and have
 RQ0076.an estimated accuracy of +/- 6 seconds.
 RQ0076
 RQ0076.The orthometric height was determined by differential leveling
 RQ0076.and adjusted by the National Geodetic Survey in June 1991..
 RQ0076
 RQ0076.The geoid height was determined by GEOID03.
 RQ0076
 RQ0076.The dynamic height is computed by dividing the NAVD 88
 RQ0076.geopotential number by the normal gravity value computed on the
 RQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0076.degrees latitude (g = 980.6199 gals.).
 RQ0076
 RQ0076.The modeled gravity was interpolated from observed gravity values.
 RQ0076
 RQ0076;                    North         East    Units  Estimated Accuracy
 RQ0076;SPC ND S     -    42,400.      783,860.      MT  (+/- 180 meters Scaled)
 RQ0076
 RQ0076                          SUPERSEDED SURVEY CONTROL
 RQ0076
 RQ0076  NGVD 29 (??/??/92)  397.366  (m)         1303.69   (f) ADJ UNCH    1 2
 RQ0076
 RQ0076.Superseded values are not recommended for survey control.
 RQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0076.See file dsdata.txt to determine how the superseded data were derived.
 RQ0076
 RQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR677969(NAD 83)
 RQ0076_MARKER: DB = BENCH MARK DISK
 RQ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0076_STAMPING: D 26 1934
 RQ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0076+STABILITY: SURFACE MOTION
 RQ0076
 RQ0076  HISTORY     - Date     Condition        Report By
 RQ0076  HISTORY     - 1934     MONUMENTED       CGS
 RQ0076
 RQ0076                          STATION DESCRIPTION
 RQ0076
 RQ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0076'1.0 MI N FROM LUDDEN.
 RQ0076'1.0 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 RQ0076'STATION AT LUDDEN, DICKEY COUNTY, AT MILEPOST 127, AT A ROAD CROSSING,
 RQ0076'ABOUT 80 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 45 FEET WEST
 RQ0076'OF THE CENTER LINE OF THE TRACK, 4 FEET WEST OF A POLE, AND ABOUT
 RQ0076'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 26 1934 AND SET IN
 RQ0076'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0327 ***********************************************************************
 TE0327  DESIGNATION -  D 260
 TE0327  PID         -  TE0327
 TE0327  STATE/COUNTY-  ND/NELSON
 TE0327  USGS QUAD   -  LAKOTA (1983)
 TE0327
 TE0327                         *CURRENT SURVEY CONTROL
 TE0327  ___________________________________________________________________
 TE0327* NAD 83(1986)-  48 04 33.     (N)    098 20 07.     (W)     SCALED    
 TE0327* NAVD 88     -       462.082  (meters)    1516.01   (feet)  ADJUSTED  
 TE0327  ___________________________________________________________________
 TE0327  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0327  DYNAMIC HT  -         462.159 (meters)    1516.27  (feet)  COMP
 TE0327  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TE0327
 TE0327  VERT ORDER  -  SECOND    CLASS 0
 TE0327
 TE0327.The horizontal coordinates were scaled from a topographic map and have
 TE0327.an estimated accuracy of +/- 6 seconds.
 TE0327
 TE0327.The orthometric height was determined by differential leveling
 TE0327.and adjusted by the National Geodetic Survey in June 1991..
 TE0327
 TE0327.The geoid height was determined by GEOID03.
 TE0327
 TE0327.The dynamic height is computed by dividing the NAVD 88
 TE0327.geopotential number by the normal gravity value computed on the
 TE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0327.degrees latitude (g = 980.6199 gals.).
 TE0327
 TE0327.The modeled gravity was interpolated from observed gravity values.
 TE0327
 TE0327;                    North         East    Units  Estimated Accuracy
 TE0327;SPC ND N     -   121,880.      761,280.      MT  (+/- 180 meters Scaled)
 TE0327
 TE0327                          SUPERSEDED SURVEY CONTROL
 TE0327
 TE0327  NGVD 29 (??/??/92)  461.71   (m)         1514.8    (f) COMPUTED    2 0
 TE0327
 TE0327.Superseded values are not recommended for survey control.
 TE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0327.See file dsdata.txt to determine how the superseded data were derived.
 TE0327
 TE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU495249(NAD 83)
 TE0327_MARKER: DB = BENCH MARK DISK
 TE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0327_STAMPING: D 260 1963
 TE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0327+STABILITY: SURFACE MOTION
 TE0327
 TE0327  HISTORY     - Date     Condition        Report By
 TE0327  HISTORY     - 1963     MONUMENTED       CGS
 TE0327
 TE0327                          STATION DESCRIPTION
 TE0327
 TE0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0327'2.6 MI N FROM LAKOTA.
 TE0327'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE CROSSING OF THE
 TE0327'GREAT NORTHERN RAILWAY AT LAKOTA, IN S 14, R 60 W, T 153 N, AT THE
 TE0327'SOUTH EDGE OF A SMALL ROUND-TOPPED KNOLL, 103 FEET EAST OF THE
 TE0327'CENTERLINE OF THE HIGHWAY, 8 FEET WEST OF A FENCE, 4 FEET SOUTH OF A
 TE0327'POWER POLE WHICH IS THE 4TH POLE SOUTH OF THE ROAD INTERSECTION, IN
 TE0327'LINE WITH THE ROW OF POLES, 1.8 FEET NORTH OF A METAL WITNESS POST,
 TE0327'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TE0327'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0370 ***********************************************************************
 SL0370  DESIGNATION -  D 261
 SL0370  PID         -  SL0370
 SL0370  STATE/COUNTY-  ND/GRAND FORKS
 SL0370  USGS QUAD   -  GRAND FORKS (1994)
 SL0370
 SL0370                         *CURRENT SURVEY CONTROL
 SL0370  ___________________________________________________________________
 SL0370* NAD 83(1986)-  47 55 07.     (N)    097 04 05.     (W)     SCALED    
 SL0370* NAVD 88     -       253.952  (meters)     833.17   (feet)  ADJUSTED  
 SL0370  ___________________________________________________________________
 SL0370  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL0370  DYNAMIC HT  -         253.999 (meters)     833.33  (feet)  COMP
 SL0370  MODELED GRAV-     980,793.9   (mgal)                       NAVD 88
 SL0370
 SL0370  VERT ORDER  -  FIRST     CLASS II
 SL0370
 SL0370.The horizontal coordinates were scaled from a topographic map and have
 SL0370.an estimated accuracy of +/- 6 seconds.
 SL0370
 SL0370.The orthometric height was determined by differential leveling
 SL0370.and adjusted by the National Geodetic Survey in June 1991..
 SL0370
 SL0370.The geoid height was determined by GEOID03.
 SL0370
 SL0370.The dynamic height is computed by dividing the NAVD 88
 SL0370.geopotential number by the normal gravity value computed on the
 SL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0370.degrees latitude (g = 980.6199 gals.).
 SL0370
 SL0370.The modeled gravity was interpolated from observed gravity values.
 SL0370
 SL0370;                    North         East    Units  Estimated Accuracy
 SL0370;SPC ND N     -   107,850.      856,410.      MT  (+/- 180 meters Scaled)
 SL0370
 SL0370                          SUPERSEDED SURVEY CONTROL
 SL0370
 SL0370  NGVD 29 (??/??/92)  253.621  (m)          832.09   (f) ADJ UNCH    1 2
 SL0370
 SL0370.Superseded values are not recommended for survey control.
 SL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0370.See file dsdata.txt to determine how the superseded data were derived.
 SL0370
 SL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU443090(NAD 83)
 SL0370_MARKER: DB = BENCH MARK DISK
 SL0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0370_SP_SET: CONCRETE BASE
 SL0370_STAMPING: D 261 1963
 SL0370_MARK LOGO: CGS   
 SL0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0370
 SL0370  HISTORY     - Date     Condition        Report By
 SL0370  HISTORY     - 1963     MONUMENTED       CGS
 SL0370  HISTORY     - 1969     GOOD             MNDT
 SL0370  HISTORY     - 1982     GOOD             NGS
 SL0370
 SL0370                          STATION DESCRIPTION
 SL0370
 SL0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0370'IN GRAND FORKS.
 SL0370'AT GRAND FORKS, IN S 4, R 50 W, T 151 N, AT NORTH DAKOTA STATE
 SL0370'UNIVERSITY, SET IN THE TOP OF THE CONCRETE BASE OF THE SOUTH LEG OF
 SL0370'THE CITY WATER TOWER, 86 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 SL0370'TRACK, 0.8 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 SL0370'BASE, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE BASE, 0.6 FOOT EAST OF
 SL0370'THE WEST EDGE OF THE BASE, AND ABOUT LEVEL WITH THE TRACK.
 SL0370
 SL0370                          STATION RECOVERY (1969)
 SL0370
 SL0370'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 SL0370'RECOVERED IN GOOD CONDITION.
 SL0370
 SL0370                          STATION RECOVERY (1982)
 SL0370
 SL0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0391 ***********************************************************************
 SL0391  DESIGNATION -  D 262
 SL0391  PID         -  SL0391
 SL0391  STATE/COUNTY-  ND/GRAND FORKS
 SL0391  USGS QUAD   -  EMERADO (1979)
 SL0391
 SL0391                         *CURRENT SURVEY CONTROL
 SL0391  ___________________________________________________________________
 SL0391* NAD 83(1986)-  47 55 07.     (N)    097 17 08.     (W)     SCALED    
 SL0391* NAVD 88     -       263.588  (meters)     864.79   (feet)  ADJUSTED  
 SL0391  ___________________________________________________________________
 SL0391  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 SL0391  DYNAMIC HT  -         263.634 (meters)     864.94  (feet)  COMP
 SL0391  MODELED GRAV-     980,778.5   (mgal)                       NAVD 88
 SL0391
 SL0391  VERT ORDER  -  FIRST     CLASS II
 SL0391
 SL0391.The horizontal coordinates were scaled from a topographic map and have
 SL0391.an estimated accuracy of +/- 6 seconds.
 SL0391
 SL0391.The orthometric height was determined by differential leveling
 SL0391.and adjusted by the National Geodetic Survey in June 1991..
 SL0391
 SL0391.The geoid height was determined by GEOID03.
 SL0391
 SL0391.The dynamic height is computed by dividing the NAVD 88
 SL0391.geopotential number by the normal gravity value computed on the
 SL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0391.degrees latitude (g = 980.6199 gals.).
 SL0391
 SL0391.The modeled gravity was interpolated from observed gravity values.
 SL0391
 SL0391;                    North         East    Units  Estimated Accuracy
 SL0391;SPC ND N     -   107,150.      840,170.      MT  (+/- 180 meters Scaled)
 SL0391
 SL0391                          SUPERSEDED SURVEY CONTROL
 SL0391
 SL0391  NGVD 29 (??/??/92)  263.244  (m)          863.66   (f) ADJ UNCH    1 2
 SL0391
 SL0391.Superseded values are not recommended for survey control.
 SL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0391.See file dsdata.txt to determine how the superseded data were derived.
 SL0391
 SL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU280086(NAD 83)
 SL0391_MARKER: DB = BENCH MARK DISK
 SL0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0391_SP_SET: ABUTMENT
 SL0391_STAMPING: D 262 1963
 SL0391_MARK LOGO: CGS   
 SL0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0391+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 SL0391
 SL0391  HISTORY     - Date     Condition        Report By
 SL0391  HISTORY     - 1963     MONUMENTED       CGS
 SL0391  HISTORY     - 1981     GOOD             NGS
 SL0391  HISTORY     - 20001011 GOOD             AFFSA
 SL0391
 SL0391                          STATION DESCRIPTION
 SL0391
 SL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0391'3.95 MI E FROM EMERADO.
 SL0391'ABOUT 3.95 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0391'STATION AT EMERADO, IN S 3, R 52 W, T 151 N, SET IN THE TOP OF THE
 SL0391'SOUTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 8.3,
 SL0391'6.0 FEET SOUTH OF THE SOUTH RAIL, 1.7 FEET NORTH OF THE SOUTH EDGE OF
 SL0391'THE ABUTMENT, 42.5 FEET SOUTHWEST ACROSS THE TRACK FROM BENCH MARK R
 SL0391'WHICH IS AN OUTLINED SQUARE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SL0391'TRACK.
 SL0391
 SL0391                          STATION RECOVERY (1981)
 SL0391
 SL0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0391'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0391'NORTHERN RAILWAY.
 SL0391
 SL0391                          STATION RECOVERY (2000)
 SL0391
 SL0391'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0819 ***********************************************************************
 SL0819  DESIGNATION -  D 263
 SL0819  PID         -  SL0819
 SL0819  STATE/COUNTY-  ND/GRAND FORKS
 SL0819  USGS QUAD   -  LARIMORE WEST (1963)
 SL0819
 SL0819                         *CURRENT SURVEY CONTROL
 SL0819  ___________________________________________________________________
 SL0819* NAD 83(1986)-  47 56 11.     (N)    097 43 46.     (W)     SCALED    
 SL0819* NAVD 88     -       361.723  (meters)    1186.75   (feet)  ADJUSTED  
 SL0819  ___________________________________________________________________
 SL0819  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 SL0819  DYNAMIC HT  -         361.782 (meters)    1186.95  (feet)  COMP
 SL0819  MODELED GRAV-     980,764.4   (mgal)                       NAVD 88
 SL0819
 SL0819  VERT ORDER  -  FIRST     CLASS II
 SL0819
 SL0819.The horizontal coordinates were scaled from a topographic map and have
 SL0819.an estimated accuracy of +/- 6 seconds.
 SL0819
 SL0819.The orthometric height was determined by differential leveling
 SL0819.and adjusted by the National Geodetic Survey in June 1991..
 SL0819
 SL0819.The geoid height was determined by GEOID03.
 SL0819
 SL0819.The dynamic height is computed by dividing the NAVD 88
 SL0819.geopotential number by the normal gravity value computed on the
 SL0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0819.degrees latitude (g = 980.6199 gals.).
 SL0819
 SL0819.The modeled gravity was interpolated from observed gravity values.
 SL0819
 SL0819;                    North         East    Units  Estimated Accuracy
 SL0819;SPC ND N     -   107,830.      806,950.      MT  (+/- 180 meters Scaled)
 SL0819
 SL0819                          SUPERSEDED SURVEY CONTROL
 SL0819
 SL0819  NGVD 29 (??/??/92)  361.359  (m)         1185.56   (f) ADJ UNCH    1 2
 SL0819
 SL0819.Superseded values are not recommended for survey control.
 SL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0819.See file dsdata.txt to determine how the superseded data were derived.
 SL0819
 SL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU948100(NAD 83)
 SL0819_MARKER: DB = BENCH MARK DISK
 SL0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0819_STAMPING: D 263 1963
 SL0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0819+STABILITY: SURFACE MOTION
 SL0819
 SL0819  HISTORY     - Date     Condition        Report By
 SL0819  HISTORY     - 1963     MONUMENTED       CGS
 SL0819  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0819
 SL0819                          STATION DESCRIPTION
 SL0819
 SL0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0819'5.65 MI NW FROM LARIMORE.
 SL0819'ABOUT 5.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0819'STATION AT LARIMORE, IN S 32, R 55 W, T 152 N, 70 FEET SOUTHWEST
 SL0819'ACROSS THE TRACK FROM MILEPOST 30, 50 FEET SOUTHWEST OF THE SOUTHWEST
 SL0819'RAIL, 9 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.5 FEET NORTHWEST OF A
 SL0819'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 SL0819'IN THE TOP OF CONCRETE POST PROJECTING 0.5 FOOT.
 SL0819
 SL0819                          STATION RECOVERY (1982)
 SL0819
 SL0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0819'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0379 ***********************************************************************
 TE0379  DESIGNATION -  D 264
 TE0379  PID         -  TE0379
 TE0379  STATE/COUNTY-  ND/NELSON
 TE0379  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0379
 TE0379                         *CURRENT SURVEY CONTROL
 TE0379  ___________________________________________________________________
 TE0379* NAD 83(1986)-  48 01 26.     (N)    098 06 56.     (W)     SCALED    
 TE0379* NAVD 88     -       462.437  (meters)    1517.18   (feet)  ADJUSTED  
 TE0379  ___________________________________________________________________
 TE0379  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 TE0379  DYNAMIC HT  -         462.516 (meters)    1517.44  (feet)  COMP
 TE0379  MODELED GRAV-     980,768.7   (mgal)                       NAVD 88
 TE0379
 TE0379  VERT ORDER  -  FIRST     CLASS II
 TE0379
 TE0379.The horizontal coordinates were scaled from a topographic map and have
 TE0379.an estimated accuracy of +/- 6 seconds.
 TE0379
 TE0379.The orthometric height was determined by differential leveling
 TE0379.and adjusted by the National Geodetic Survey in June 1991..
 TE0379
 TE0379.The geoid height was determined by GEOID03.
 TE0379
 TE0379.The dynamic height is computed by dividing the NAVD 88
 TE0379.geopotential number by the normal gravity value computed on the
 TE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0379.degrees latitude (g = 980.6199 gals.).
 TE0379
 TE0379.The modeled gravity was interpolated from observed gravity values.
 TE0379
 TE0379;                    North         East    Units  Estimated Accuracy
 TE0379;SPC ND N     -   116,590.      777,820.      MT  (+/- 180 meters Scaled)
 TE0379
 TE0379                          SUPERSEDED SURVEY CONTROL
 TE0379
 TE0379  NGVD 29 (??/??/92)  462.062  (m)         1515.95   (f) ADJ UNCH    1 2
 TE0379
 TE0379.Superseded values are not recommended for survey control.
 TE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0379.See file dsdata.txt to determine how the superseded data were derived.
 TE0379
 TE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU659193(NAD 83)
 TE0379_MARKER: DB = BENCH MARK DISK
 TE0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0379_STAMPING: D 264 1963
 TE0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0379+STABILITY: SURFACE MOTION
 TE0379
 TE0379  HISTORY     - Date     Condition        Report By
 TE0379  HISTORY     - 1963     MONUMENTED       CGS
 TE0379  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0379
 TE0379                          STATION DESCRIPTION
 TE0379
 TE0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0379'0.2 MI E FROM MICHIGAN.
 TE0379'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0379'AT MICHIGAN, IN S 33, R 58 W, T 153 N, 58.0 FEET NORTH OF THE NORTH
 TE0379'RAIL, 40.0 FEET NORTH OF MILEPOST 50, 6.0 FEET WEST OF A TELEGRAPH
 TE0379'POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0379'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0379'0.5 FOOT.
 TE0379
 TE0379                          STATION RECOVERY (1982)
 TE0379
 TE0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0379'NOT RECOVERED, TOO FAR OFF LINE, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0387 ***********************************************************************
 TE0387  DESIGNATION -  D 265
 TE0387  PID         -  TE0387
 TE0387  STATE/COUNTY-  ND/NELSON
 TE0387  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0387
 TE0387                         *CURRENT SURVEY CONTROL
 TE0387  ___________________________________________________________________
 TE0387* NAD 83(1986)-  48 01 16.     (N)    098 10 09.     (W)     SCALED    
 TE0387* NAVD 88     -       465.507  (meters)    1527.25   (feet)  ADJUSTED  
 TE0387  ___________________________________________________________________
 TE0387  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0387  DYNAMIC HT  -         465.586 (meters)    1527.51  (feet)  COMP
 TE0387  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 TE0387
 TE0387  VERT ORDER  -  FIRST     CLASS II
 TE0387
 TE0387.The horizontal coordinates were scaled from a topographic map and have
 TE0387.an estimated accuracy of +/- 6 seconds.
 TE0387
 TE0387.The orthometric height was determined by differential leveling
 TE0387.and adjusted by the National Geodetic Survey in June 1991..
 TE0387
 TE0387.The geoid height was determined by GEOID03.
 TE0387
 TE0387.The dynamic height is computed by dividing the NAVD 88
 TE0387.geopotential number by the normal gravity value computed on the
 TE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0387.degrees latitude (g = 980.6199 gals.).
 TE0387
 TE0387.The modeled gravity was interpolated from observed gravity values.
 TE0387
 TE0387;                    North         East    Units  Estimated Accuracy
 TE0387;SPC ND N     -   116,160.      773,830.      MT  (+/- 180 meters Scaled)
 TE0387
 TE0387                          SUPERSEDED SURVEY CONTROL
 TE0387
 TE0387  NGVD 29 (??/??/92)  465.130  (m)         1526.01   (f) ADJ UNCH    1 2
 TE0387
 TE0387.Superseded values are not recommended for survey control.
 TE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0387.See file dsdata.txt to determine how the superseded data were derived.
 TE0387
 TE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU619189(NAD 83)
 TE0387_MARKER: DB = BENCH MARK DISK
 TE0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0387_STAMPING: D 265 1963
 TE0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0387+STABILITY: SURFACE MOTION
 TE0387
 TE0387  HISTORY     - Date     Condition        Report By
 TE0387  HISTORY     - 1963     MONUMENTED       CGS
 TE0387
 TE0387                          STATION DESCRIPTION
 TE0387
 TE0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0387'2.6 MI W FROM MICHIGAN.
 TE0387'ABOUT 1.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0387'STATION AT MICHIGAN, THENCE 0.35 MILE SOUTH ALONG A GRAVELED COUNTY
 TE0387'ROAD, THENCE 0.3 MILE WEST ALONG U.S. HIGHWAY 2, IN S 36, R 59 W, T
 TE0387'152 N, 0.05 MILE WEST OF A FIELD TURNOUT, 82.0 FEET NORTH OF THE
 TE0387'CENTERLINE OF THE HIGHWAY, 4.5 FEET EAST OF A POWER POLE, 1.5 FEET
 TE0387'WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE0387'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0474 ***********************************************************************
 TE0474  DESIGNATION -  D 266
 TE0474  PID         -  TE0474
 TE0474  STATE/COUNTY-  ND/WALSH
 TE0474  USGS QUAD   -  FAIRDALE (1972)
 TE0474
 TE0474                         *CURRENT SURVEY CONTROL
 TE0474  ___________________________________________________________________
 TE0474* NAD 83(1986)-  48 25 38.     (N)    098 13 49.     (W)     SCALED    
 TE0474* NAVD 88     -       482.230  (meters)    1582.12   (feet)  ADJUSTED  
 TE0474  ___________________________________________________________________
 TE0474  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 TE0474  DYNAMIC HT  -         482.331 (meters)    1582.45  (feet)  COMP
 TE0474  MODELED GRAV-     980,805.6   (mgal)                       NAVD 88
 TE0474
 TE0474  VERT ORDER  -  SECOND    CLASS 0
 TE0474
 TE0474.The horizontal coordinates were scaled from a topographic map and have
 TE0474.an estimated accuracy of +/- 6 seconds.
 TE0474
 TE0474.The orthometric height was determined by differential leveling
 TE0474.and adjusted by the National Geodetic Survey in June 1991..
 TE0474
 TE0474.The geoid height was determined by GEOID03.
 TE0474
 TE0474.The dynamic height is computed by dividing the NAVD 88
 TE0474.geopotential number by the normal gravity value computed on the
 TE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0474.degrees latitude (g = 980.6199 gals.).
 TE0474
 TE0474.The modeled gravity was interpolated from observed gravity values.
 TE0474
 TE0474;                    North         East    Units  Estimated Accuracy
 TE0474;SPC ND N     -   161,160.      767,940.      MT  (+/- 180 meters Scaled)
 TE0474
 TE0474                          SUPERSEDED SURVEY CONTROL
 TE0474
 TE0474  NGVD 29 (??/??/92)  481.858  (m)         1580.90   (f) ADJ UNCH    2 0
 TE0474
 TE0474.Superseded values are not recommended for survey control.
 TE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0474.See file dsdata.txt to determine how the superseded data were derived.
 TE0474
 TE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU569640(NAD 83)
 TE0474_MARKER: DB = BENCH MARK DISK
 TE0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0474_STAMPING: D 266 1963
 TE0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0474+STABILITY: SURFACE MOTION
 TE0474
 TE0474  HISTORY     - Date     Condition        Report By
 TE0474  HISTORY     - 1963     MONUMENTED       CGS
 TE0474
 TE0474                          STATION DESCRIPTION
 TE0474
 TE0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0474'4.2 MI S FROM FAIRDALE.
 TE0474'ABOUT 4.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0474'AT FAIRDALE, IN S 14, R 59 W, T 157 N, 74 FEET SOUTHEAST OF THE CENTER
 TE0474'OF THE INTERSECTION OF AN EAST-WEST ROAD, 53 FEET EAST OF THE
 TE0474'CENTERLINE OF THE PAVED ROAD, 50.5 FEET SOUTH OF THE CENTERLINE OF THE
 TE0474'EAST-WEST ROAD, 5.0 FEET EAST OF A POWER POLE BRACED BY A GUY WIRE,
 TE0474'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE PAVED
 TE0474'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0596 ***********************************************************************
 TE0596  DESIGNATION -  D 267
 TE0596  PID         -  TE0596
 TE0596  STATE/COUNTY-  ND/WALSH
 TE0596  USGS QUAD   -  PELTO (1971)
 TE0596
 TE0596                         *CURRENT SURVEY CONTROL
 TE0596  ___________________________________________________________________
 TE0596* NAD 83(1986)-  48 14 18.     (N)    098 12 22.     (W)     SCALED    
 TE0596* NAVD 88     -       466.769  (meters)    1531.39   (feet)  ADJUSTED  
 TE0596  ___________________________________________________________________
 TE0596  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 TE0596  DYNAMIC HT  -         466.852 (meters)    1531.66  (feet)  COMP
 TE0596  MODELED GRAV-     980,775.5   (mgal)                       NAVD 88
 TE0596
 TE0596  VERT ORDER  -  SECOND    CLASS 0
 TE0596
 TE0596.The horizontal coordinates were scaled from a topographic map and have
 TE0596.an estimated accuracy of +/- 6 seconds.
 TE0596
 TE0596.The orthometric height was determined by differential leveling
 TE0596.and adjusted by the National Geodetic Survey in June 1991..
 TE0596
 TE0596.The geoid height was determined by GEOID03.
 TE0596
 TE0596.The dynamic height is computed by dividing the NAVD 88
 TE0596.geopotential number by the normal gravity value computed on the
 TE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0596.degrees latitude (g = 980.6199 gals.).
 TE0596
 TE0596.The modeled gravity was interpolated from observed gravity values.
 TE0596
 TE0596;                    North         East    Units  Estimated Accuracy
 TE0596;SPC ND N     -   140,220.      770,360.      MT  (+/- 180 meters Scaled)
 TE0596
 TE0596                          SUPERSEDED SURVEY CONTROL
 TE0596
 TE0596  NGVD 29 (??/??/92)  466.392  (m)         1530.15   (f) ADJ UNCH    2 0
 TE0596
 TE0596.Superseded values are not recommended for survey control.
 TE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0596.See file dsdata.txt to determine how the superseded data were derived.
 TE0596
 TE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU589430(NAD 83)
 TE0596_MARKER: DB = BENCH MARK DISK
 TE0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0596_STAMPING: D 267 1963
 TE0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0596+STABILITY: SURFACE MOTION
 TE0596
 TE0596  HISTORY     - Date     Condition        Report By
 TE0596  HISTORY     - 1963     MONUMENTED       CGS
 TE0596
 TE0596                          STATION DESCRIPTION
 TE0596
 TE0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0596'6.5 MI N FROM PELTO.
 TE0596'ABOUT 5.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0596'CROSSING AT PELTO, THENCE 1.0 MILE EAST ALONG GRAVELED COUNTY ROAD 19,
 TE0596'IN S 23, R 59 W, T 155 N, 85 FEET SOUTHEAST OF THE CENTER OF THE
 TE0596'INTERSECTION OF A NORTH-SOUTH ROAD, 66 FEET SOUTH OF THE CENTERLINE OF
 TE0596'THE NORTH-SOUTH ROAD, 55 FEET EAST OF THE CENTERLINE OF THE EAST-WEST
 TE0596'ROAD, 3.5 FEET EAST OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET
 TE0596'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TE0596'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TE0596'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0650 ***********************************************************************
 TE0650  DESIGNATION -  D 268
 TE0650  PID         -  TE0650
 TE0650  STATE/COUNTY-  ND/NELSON
 TE0650  USGS QUAD   -  WHITMAN (1971)
 TE0650
 TE0650                         *CURRENT SURVEY CONTROL
 TE0650  ___________________________________________________________________
 TE0650* NAD 83(1986)-  48 09 57.     (N)    098 00 40.     (W)     SCALED    
 TE0650* NAVD 88     -       461.914  (meters)    1515.46   (feet)  ADJUSTED  
 TE0650  ___________________________________________________________________
 TE0650  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 TE0650  DYNAMIC HT  -         461.993 (meters)    1515.72  (feet)  COMP
 TE0650  MODELED GRAV-     980,768.8   (mgal)                       NAVD 88
 TE0650
 TE0650  VERT ORDER  -  SECOND    CLASS 0
 TE0650
 TE0650.The horizontal coordinates were scaled from a topographic map and have
 TE0650.an estimated accuracy of +/- 6 seconds.
 TE0650
 TE0650.The orthometric height was determined by differential leveling
 TE0650.and adjusted by the National Geodetic Survey in June 1991..
 TE0650
 TE0650.The geoid height was determined by GEOID03.
 TE0650
 TE0650.The dynamic height is computed by dividing the NAVD 88
 TE0650.geopotential number by the normal gravity value computed on the
 TE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0650.degrees latitude (g = 980.6199 gals.).
 TE0650
 TE0650.The modeled gravity was interpolated from observed gravity values.
 TE0650
 TE0650;                    North         East    Units  Estimated Accuracy
 TE0650;SPC ND N     -   132,610.      785,090.      MT  (+/- 180 meters Scaled)
 TE0650
 TE0650                          SUPERSEDED SURVEY CONTROL
 TE0650
 TE0650  NGVD 29 (??/??/92)  461.539  (m)         1514.23   (f) ADJ UNCH    2 0
 TE0650
 TE0650.Superseded values are not recommended for survey control.
 TE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0650.See file dsdata.txt to determine how the superseded data were derived.
 TE0650
 TE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU735352(NAD 83)
 TE0650_MARKER: DB = BENCH MARK DISK
 TE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0650_STAMPING: D 268 1963
 TE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0650+STABILITY: SURFACE MOTION
 TE0650
 TE0650  HISTORY     - Date     Condition        Report By
 TE0650  HISTORY     - 1963     MONUMENTED       CGS
 TE0650
 TE0650                          STATION DESCRIPTION
 TE0650
 TE0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0650'5.4 MI E FROM WHITMAN.
 TE0650'ABOUT 0.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0650'WHITMAN, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD, THENCE 4.0 MILES
 TE0650'EAST ALONG A GRAVELED COUNTY ROAD, IN S 7, R 57 W, T 154 N, 56.5 FEET
 TE0650'NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A TRACK ROAD, 47 FEET
 TE0650'NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET WEST OF THE CENTERLINE OF
 TE0650'THE TRACK ROAD, 9 FEET NORTH OF A FENCE CORNER, 2.0 FEET EAST OF A
 TE0650'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0650'LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0650'PROJECTING 0.5 FOOT.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 TE0650'0.9 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT DAHLEN,
 TE0650'THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES
 TE0650'WEST ALONG A COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0565 ***********************************************************************
 TD0565  DESIGNATION -  D 269
 TD0565  PID         -  TD0565
 TD0565  STATE/COUNTY-  ND/GRAND FORKS
 TD0565  USGS QUAD   -  FORDVILLE SE (1963)
 TD0565
 TD0565                         *CURRENT SURVEY CONTROL
 TD0565  ___________________________________________________________________
 TD0565* NAD 83(1986)-  48 01 15.     (N)    097 52 04.     (W)     SCALED    
 TD0565* NAVD 88     -       430.719  (meters)    1413.12   (feet)  ADJUSTED  
 TD0565  ___________________________________________________________________
 TD0565  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 TD0565  DYNAMIC HT  -         430.791 (meters)    1413.35  (feet)  COMP
 TD0565  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 TD0565
 TD0565  VERT ORDER  -  SECOND    CLASS 0
 TD0565
 TD0565.The horizontal coordinates were scaled from a topographic map and have
 TD0565.an estimated accuracy of +/- 6 seconds.
 TD0565
 TD0565.The orthometric height was determined by differential leveling
 TD0565.and adjusted by the National Geodetic Survey in June 1991..
 TD0565
 TD0565.The geoid height was determined by GEOID03.
 TD0565
 TD0565.The dynamic height is computed by dividing the NAVD 88
 TD0565.geopotential number by the normal gravity value computed on the
 TD0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0565.degrees latitude (g = 980.6199 gals.).
 TD0565
 TD0565.The modeled gravity was interpolated from observed gravity values.
 TD0565
 TD0565;                    North         East    Units  Estimated Accuracy
 TD0565;SPC ND N     -   116,850.      796,300.      MT  (+/- 180 meters Scaled)
 TD0565
 TD0565                          SUPERSEDED SURVEY CONTROL
 TD0565
 TD0565  NGVD 29 (??/??/92)  430.360  (m)         1411.94   (f) ADJ UNCH    2 0
 TD0565
 TD0565.Superseded values are not recommended for survey control.
 TD0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0565.See file dsdata.txt to determine how the superseded data were derived.
 TD0565
 TD0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU844192(NAD 83)
 TD0565_MARKER: DB = BENCH MARK DISK
 TD0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0565_STAMPING: D 269 1963
 TD0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0565+STABILITY: SURFACE MOTION
 TD0565
 TD0565  HISTORY     - Date     Condition        Report By
 TD0565  HISTORY     - 1963     MONUMENTED       CGS
 TD0565  HISTORY     - 1983     GOOD             LOCSUR
 TD0565
 TD0565                          STATION DESCRIPTION
 TD0565
 TD0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0565'1.8 MI N FROM NIAGARA.
 TD0565'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0565'STATION AT NIAGARA, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 32, IN
 TD0565'S 6, R 56 W, T 152 N, 118 FEET SOUTHEAST OF THE CENTER OF THE
 TD0565'T-JUNCTION OF A ROAD LEADING WEST, 100 FEET EAST OF THE CENTERLINE OF
 TD0565'THE HIGHWAY, 61 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD
 TD0565'LEADING WEST, 3.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1.5
 TD0565'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 TD0565'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TD0565
 TD0565                          STATION RECOVERY (1983)
 TD0565
 TD0565'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0101 ***********************************************************************
 RQ0101  DESIGNATION -  D 27
 RQ0101  PID         -  RQ0101
 RQ0101  STATE/COUNTY-  ND/LA MOURE
 RQ0101  USGS QUAD   -  GRAND RAPIDS (1952)
 RQ0101
 RQ0101                         *CURRENT SURVEY CONTROL
 RQ0101  ___________________________________________________________________
 RQ0101* NAD 83(1986)-  46 26 40.     (N)    098 22 24.     (W)     SCALED    
 RQ0101* NAVD 88     -       403.287  (meters)    1323.12   (feet)  ADJUSTED  
 RQ0101  ___________________________________________________________________
 RQ0101  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 RQ0101  DYNAMIC HT  -         403.293 (meters)    1323.14  (feet)  COMP
 RQ0101  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 RQ0101
 RQ0101  VERT ORDER  -  FIRST     CLASS II
 RQ0101
 RQ0101.The horizontal coordinates were scaled from a topographic map and have
 RQ0101.an estimated accuracy of +/- 6 seconds.
 RQ0101
 RQ0101.The orthometric height was determined by differential leveling
 RQ0101.and adjusted by the National Geodetic Survey in June 1991..
 RQ0101
 RQ0101.The geoid height was determined by GEOID03.
 RQ0101
 RQ0101.The dynamic height is computed by dividing the NAVD 88
 RQ0101.geopotential number by the normal gravity value computed on the
 RQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0101.degrees latitude (g = 980.6199 gals.).
 RQ0101
 RQ0101.The modeled gravity was interpolated from observed gravity values.
 RQ0101
 RQ0101;                    North         East    Units  Estimated Accuracy
 RQ0101;SPC ND S     -    88,670.      763,390.      MT  (+/- 180 meters Scaled)
 RQ0101
 RQ0101                          SUPERSEDED SURVEY CONTROL
 RQ0101
 RQ0101  NGVD 29 (??/??/92)  402.950  (m)         1322.01   (f) ADJ UNCH    1 2
 RQ0101
 RQ0101.Superseded values are not recommended for survey control.
 RQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0101.See file dsdata.txt to determine how the superseded data were derived.
 RQ0101
 RQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS481436(NAD 83)
 RQ0101_MARKER: DB = BENCH MARK DISK
 RQ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0101_STAMPING: D 27 1934
 RQ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0101+STABILITY: SURFACE MOTION
 RQ0101
 RQ0101  HISTORY     - Date     Condition        Report By
 RQ0101  HISTORY     - 1934     MONUMENTED       CGS
 RQ0101  HISTORY     - 1941     GOOD             NGS
 RQ0101
 RQ0101                          STATION DESCRIPTION
 RQ0101
 RQ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0101'IN GRAND RAPIDS.
 RQ0101'AT GRAND RAPIDS, LA MOURE COUNTY, ABOUT 1 POLE SOUTH OF THE NORTHERN
 RQ0101'PACIFIC RAILWAY STATION, ABOUT 120 FEET SOUTH OF A ROAD CROSSING, 40
 RQ0101'FEET EAST OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A POLE, AND
 RQ0101'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 27 1934 AND
 RQ0101'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0582 ***********************************************************************
 TD0582  DESIGNATION -  D 270
 TD0582  PID         -  TD0582
 TD0582  STATE/COUNTY-  ND/NELSON
 TD0582  USGS QUAD   -  DAHLEN (1971)
 TD0582
 TD0582                         *CURRENT SURVEY CONTROL
 TD0582  ___________________________________________________________________
 TD0582* NAD 83(1986)-  48 09 57.     (N)    097 58 05.     (W)     SCALED    
 TD0582* NAVD 88     -       449.727  (meters)    1475.48   (feet)  ADJUSTED  
 TD0582  ___________________________________________________________________
 TD0582  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 TD0582  DYNAMIC HT  -         449.806 (meters)    1475.74  (feet)  COMP
 TD0582  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 TD0582
 TD0582  VERT ORDER  -  SECOND    CLASS 0
 TD0582
 TD0582.The horizontal coordinates were scaled from a topographic map and have
 TD0582.an estimated accuracy of +/- 6 seconds.
 TD0582
 TD0582.The orthometric height was determined by differential leveling
 TD0582.and adjusted by the National Geodetic Survey in June 1991..
 TD0582
 TD0582.The geoid height was determined by GEOID03.
 TD0582
 TD0582.The dynamic height is computed by dividing the NAVD 88
 TD0582.geopotential number by the normal gravity value computed on the
 TD0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0582.degrees latitude (g = 980.6199 gals.).
 TD0582
 TD0582.The modeled gravity was interpolated from observed gravity values.
 TD0582
 TD0582;                    North         East    Units  Estimated Accuracy
 TD0582;SPC ND N     -   132,720.      788,300.      MT  (+/- 180 meters Scaled)
 TD0582
 TD0582                          SUPERSEDED SURVEY CONTROL
 TD0582
 TD0582  NGVD 29 (??/??/92)  449.36   (m)         1474.3    (f) COMPUTED    2 0
 TD0582
 TD0582.Superseded values are not recommended for survey control.
 TD0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0582.See file dsdata.txt to determine how the superseded data were derived.
 TD0582
 TD0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU767352(NAD 83)
 TD0582_MARKER: DB = BENCH MARK DISK
 TD0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0582_STAMPING: D 270 1963
 TD0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0582+STABILITY: SURFACE MOTION
 TD0582
 TD0582  HISTORY     - Date     Condition        Report By
 TD0582  HISTORY     - 1963     MONUMENTED       CGS
 TD0582
 TD0582                          STATION DESCRIPTION
 TD0582
 TD0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0582'2.4 MI W FROM DAHLEN.
 TD0582'ABOUT 0.9 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0582'DAHLEN, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0
 TD0582'MILE WEST ALONG A COUNTY ROAD, IN S 15, R 57 W, T 154 N, 82 FEET
 TD0582'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A TRACK ROAD, 81 FEET
 TD0582'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 32 FEET EAST OF THE
 TD0582'CENTERLINE OF THE TRACK ROAD, 5.5 FEET SOUTH OF A POWER POLE BRACED BY
 TD0582'A GUY WIRE, 30 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A METAL
 TD0582'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND
 TD0582'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1080 ***********************************************************************
 TE1080  DESIGNATION -  D 271
 TE1080  PID         -  TE1080
 TE1080  STATE/COUNTY-  ND/RAMSEY
 TE1080  USGS QUAD   -  MUNICH SE (1971)
 TE1080
 TE1080                         *CURRENT SURVEY CONTROL
 TE1080  ___________________________________________________________________
 TE1080* NAD 83(1986)-  48 32 37.     (N)    098 46 28.     (W)     SCALED    
 TE1080* NAVD 88     -       474.615  (meters)    1557.13   (feet)  ADJUSTED  
 TE1080  ___________________________________________________________________
 TE1080  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 TE1080  DYNAMIC HT  -         474.710 (meters)    1557.44  (feet)  COMP
 TE1080  MODELED GRAV-     980,797.4   (mgal)                       NAVD 88
 TE1080
 TE1080  VERT ORDER  -  SECOND    CLASS 0
 TE1080
 TE1080.The horizontal coordinates were scaled from a topographic map and have
 TE1080.an estimated accuracy of +/- 6 seconds.
 TE1080
 TE1080.The orthometric height was determined by differential leveling
 TE1080.and adjusted by the National Geodetic Survey in June 1991..
 TE1080
 TE1080.The geoid height was determined by GEOID03.
 TE1080
 TE1080.The dynamic height is computed by dividing the NAVD 88
 TE1080.geopotential number by the normal gravity value computed on the
 TE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1080.degrees latitude (g = 980.6199 gals.).
 TE1080
 TE1080.The modeled gravity was interpolated from observed gravity values.
 TE1080
 TE1080;                    North         East    Units  Estimated Accuracy
 TE1080;SPC ND N     -   173,050.      727,400.      MT  (+/- 180 meters Scaled)
 TE1080
 TE1080                          SUPERSEDED SURVEY CONTROL
 TE1080
 TE1080  NGVD 29 (??/??/92)  474.222  (m)         1555.84   (f) ADJ UNCH    2 0
 TE1080
 TE1080.Superseded values are not recommended for survey control.
 TE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1080.See file dsdata.txt to determine how the superseded data were derived.
 TE1080
 TE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU166767(NAD 83)
 TE1080_MARKER: DB = BENCH MARK DISK
 TE1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1080_STAMPING: D 271 1963
 TE1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1080+STABILITY: SURFACE MOTION
 TE1080
 TE1080  HISTORY     - Date     Condition        Report By
 TE1080  HISTORY     - 1963     MONUMENTED       CGS
 TE1080
 TE1080                          STATION DESCRIPTION
 TE1080
 TE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1080'5.9 MI W FROM HAMPDEN.
 TE1080'ABOUT 5.9 MILES WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1080'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 3, R 63 W, T 158
 TE1080'N, 61 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 TE1080'ROAD LEADING NORTH AND A DIRT ROAD LEADING SOUTH, 54 FEET SOUTH OF THE
 TE1080'CENTERLINE OF THE ROAD LEADING EAST, 28.5 FEET EAST OF THE CENTERLINE
 TE1080'OF THE ROAD LEADING SOUTH, 6.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET
 TE1080'WEST OF A FENCE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TE1080'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE1080'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0769 ***********************************************************************
 TE0769  DESIGNATION -  D 272
 TE0769  PID         -  TE0769
 TE0769  STATE/COUNTY-  ND/RAMSEY
 TE0769  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0769
 TE0769                         *CURRENT SURVEY CONTROL
 TE0769  ___________________________________________________________________
 TE0769* NAD 83(1986)-  48 24 48.     (N)    098 50 23.     (W)     SCALED    
 TE0769* NAVD 88     -       454.527  (meters)    1491.23   (feet)  ADJUSTED  
 TE0769  ___________________________________________________________________
 TE0769  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 TE0769  DYNAMIC HT  -         454.616 (meters)    1491.52  (feet)  COMP
 TE0769  MODELED GRAV-     980,793.5   (mgal)                       NAVD 88
 TE0769
 TE0769  VERT ORDER  -  SECOND    CLASS 0
 TE0769
 TE0769.The horizontal coordinates were scaled from a topographic map and have
 TE0769.an estimated accuracy of +/- 6 seconds.
 TE0769
 TE0769.The orthometric height was determined by differential leveling
 TE0769.and adjusted by the National Geodetic Survey in June 1991..
 TE0769
 TE0769.The geoid height was determined by GEOID03.
 TE0769
 TE0769.The dynamic height is computed by dividing the NAVD 88
 TE0769.geopotential number by the normal gravity value computed on the
 TE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0769.degrees latitude (g = 980.6199 gals.).
 TE0769
 TE0769.The modeled gravity was interpolated from observed gravity values.
 TE0769
 TE0769;                    North         East    Units  Estimated Accuracy
 TE0769;SPC ND N     -   158,460.      722,890.      MT  (+/- 180 meters Scaled)
 TE0769
 TE0769                          SUPERSEDED SURVEY CONTROL
 TE0769
 TE0769  NGVD 29 (??/??/92)  454.143  (m)         1489.97   (f) ADJ UNCH    2 0
 TE0769
 TE0769.Superseded values are not recommended for survey control.
 TE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0769.See file dsdata.txt to determine how the superseded data were derived.
 TE0769
 TE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU118622(NAD 83)
 TE0769_MARKER: DB = BENCH MARK DISK
 TE0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0769_STAMPING: D 272 1963
 TE0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0769+STABILITY: SURFACE MOTION
 TE0769
 TE0769  HISTORY     - Date     Condition        Report By
 TE0769  HISTORY     - 1963     MONUMENTED       CGS
 TE0769
 TE0769                          STATION DESCRIPTION
 TE0769
 TE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0769'4.7 MI SE FROM STARKWEATHER.
 TE0769'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0769'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 2.0 MILES EAST ALONG
 TE0769'STATE HIGHWAY 17, IN S 19, R 63 W, T 157 N, AT THE JUNCTION OF A
 TE0769'GRAVELED ROAD LEADING SOUTH, 110 FEET SOUTH OF THE CENTERLINE OF THE
 TE0769'HIGHWAY, 102 FEET EAST OF THE CENTERLINE OF THE ROAD, 90 FEET
 TE0769'SOUTHEAST OF THE EAST END OF A 24-INCH PIPE CULVERT UNDER THE ROAD
 TE0769'LEADING SOUTH, 2.0 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 TE0769'MARKER, 2.5 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET WEST OF A METAL
 TE0769'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TE0769'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0780 ***********************************************************************
 TE0780  DESIGNATION -  D 273
 TE0780  PID         -  TE0780
 TE0780  STATE/COUNTY-  ND/RAMSEY
 TE0780  USGS QUAD   -  STARKWEATHER (1994)
 TE0780
 TE0780                         *CURRENT SURVEY CONTROL
 TE0780  ___________________________________________________________________
 TE0780* NAD 83(1986)-  48 29 11.     (N)    098 55 40.     (W)     SCALED    
 TE0780* NAVD 88     -       456.130  (meters)    1496.49   (feet)  ADJUSTED  
 TE0780  ___________________________________________________________________
 TE0780  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 TE0780  DYNAMIC HT  -         456.223 (meters)    1496.79  (feet)  COMP
 TE0780  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TE0780
 TE0780  VERT ORDER  -  SECOND    CLASS 0
 TE0780
 TE0780.The horizontal coordinates were scaled from a topographic map and have
 TE0780.an estimated accuracy of +/- 6 seconds.
 TE0780
 TE0780.The orthometric height was determined by differential leveling
 TE0780.and adjusted by the National Geodetic Survey in June 1991..
 TE0780
 TE0780.The geoid height was determined by GEOID03.
 TE0780
 TE0780.The dynamic height is computed by dividing the NAVD 88
 TE0780.geopotential number by the normal gravity value computed on the
 TE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0780.degrees latitude (g = 980.6199 gals.).
 TE0780
 TE0780.The modeled gravity was interpolated from observed gravity values.
 TE0780
 TE0780;                    North         East    Units  Estimated Accuracy
 TE0780;SPC ND N     -   166,450.      716,210.      MT  (+/- 180 meters Scaled)
 TE0780
 TE0780                          SUPERSEDED SURVEY CONTROL
 TE0780
 TE0780  NGVD 29 (??/??/92)  455.742  (m)         1495.21   (f) ADJ UNCH    2 0
 TE0780
 TE0780.Superseded values are not recommended for survey control.
 TE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0780.See file dsdata.txt to determine how the superseded data were derived.
 TE0780
 TE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU053703(NAD 83)
 TE0780_MARKER: DB = BENCH MARK DISK
 TE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0780_STAMPING: D 273 1963
 TE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0780+STABILITY: SURFACE MOTION
 TE0780
 TE0780  HISTORY     - Date     Condition        Report By
 TE0780  HISTORY     - 1963     MONUMENTED       CGS
 TE0780
 TE0780                          STATION DESCRIPTION
 TE0780
 TE0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0780'1.9 MI S FROM ST JOE.
 TE0780'ABOUT 1.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0780'RAILWAY STATION AT ST. JOE, IN S 20, R 64 W, T 158 N, 155 FEET
 TE0780'NORTHWEST OF THE CENTER OF A PAVED ROAD INTERSECTION, 119 FEET NORTH
 TE0780'OF THE CENTERLINE OF THE ROAD LEADING WEST, 102 FEET WEST OF THE
 TE0780'CENTERLINE OF THE ROAD LEADING NORTH, 27.5 FEET WEST OF A POWER POLE,
 TE0780'3.0 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.4 FEET
 TE0780'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN
 TE0780'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0833 ***********************************************************************
 TE0833  DESIGNATION -  D 274
 TE0833  PID         -  TE0833
 TE0833  STATE/COUNTY-  ND/RAMSEY
 TE0833  USGS QUAD   -  DERRICK (1972)
 TE0833
 TE0833                         *CURRENT SURVEY CONTROL
 TE0833  ___________________________________________________________________
 TE0833* NAD 83(1986)-  48 24 37.     (N)    098 37 18.     (W)     SCALED    
 TE0833* NAVD 88     -       459.938  (meters)    1508.98   (feet)  ADJUSTED  
 TE0833  ___________________________________________________________________
 TE0833  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0833  DYNAMIC HT  -         460.027 (meters)    1509.27  (feet)  COMP
 TE0833  MODELED GRAV-     980,788.1   (mgal)                       NAVD 88
 TE0833
 TE0833  VERT ORDER  -  SECOND    CLASS 0
 TE0833
 TE0833.The horizontal coordinates were scaled from a topographic map and have
 TE0833.an estimated accuracy of +/- 6 seconds.
 TE0833
 TE0833.The orthometric height was determined by differential leveling
 TE0833.and adjusted by the National Geodetic Survey in June 1991..
 TE0833
 TE0833.The geoid height was determined by GEOID03.
 TE0833
 TE0833.The dynamic height is computed by dividing the NAVD 88
 TE0833.geopotential number by the normal gravity value computed on the
 TE0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0833.degrees latitude (g = 980.6199 gals.).
 TE0833
 TE0833.The modeled gravity was interpolated from observed gravity values.
 TE0833
 TE0833;                    North         East    Units  Estimated Accuracy
 TE0833;SPC ND N     -   158,490.      739,040.      MT  (+/- 180 meters Scaled)
 TE0833
 TE0833                          SUPERSEDED SURVEY CONTROL
 TE0833
 TE0833  NGVD 29 (??/??/92)  459.56   (m)         1507.7    (f) COMPUTED    2 0
 TE0833
 TE0833.Superseded values are not recommended for survey control.
 TE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0833.See file dsdata.txt to determine how the superseded data were derived.
 TE0833
 TE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU279619(NAD 83)
 TE0833_MARKER: DB = BENCH MARK DISK
 TE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0833_STAMPING: D 274 1963
 TE0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0833+STABILITY: SURFACE MOTION
 TE0833
 TE0833  HISTORY     - Date     Condition        Report By
 TE0833  HISTORY     - 1963     MONUMENTED       CGS
 TE0833
 TE0833                          STATION DESCRIPTION
 TE0833
 TE0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0833'8.1 MI W FROM EDMORE.
 TE0833'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0833'STATION AT EDMORE, THENCE 7.4 MILES WEST ALONG STATE HIGHWAY 17,
 TE0833'THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, IN S 23, R 62 W, T 157 N,
 TE0833'AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A CULTIVATED FIELD, 32.5
 TE0833'FEET EAST OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE
 TE0833'CENTERLINE OF THE DRIVEWAY, 2.0 FEET WEST OF A FENCE, 1.4 FEET SOUTH
 TE0833'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 TE0833'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0510 ***********************************************************************
 TD0510  DESIGNATION -  D 275
 TD0510  PID         -  TD0510
 TD0510  STATE/COUNTY-  ND/GRAND FORKS
 TD0510  USGS QUAD   -  FORDVILLE SE (1963)
 TD0510
 TD0510                         *CURRENT SURVEY CONTROL
 TD0510  ___________________________________________________________________
 TD0510* NAD 83(1986)-  48 07 20.     (N)    097 45 07.     (W)     SCALED    
 TD0510* NAVD 88     -       349.778  (meters)    1147.56   (feet)  ADJUSTED  
 TD0510  ___________________________________________________________________
 TD0510  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD0510  DYNAMIC HT  -         349.843 (meters)    1147.78  (feet)  COMP
 TD0510  MODELED GRAV-     980,788.9   (mgal)                       NAVD 88
 TD0510
 TD0510  VERT ORDER  -  SECOND    CLASS 0
 TD0510
 TD0510.The horizontal coordinates were scaled from a topographic map and have
 TD0510.an estimated accuracy of +/- 6 seconds.
 TD0510
 TD0510.The orthometric height was determined by differential leveling
 TD0510.and adjusted by the National Geodetic Survey in June 1991..
 TD0510
 TD0510.The geoid height was determined by GEOID03.
 TD0510
 TD0510.The dynamic height is computed by dividing the NAVD 88
 TD0510.geopotential number by the normal gravity value computed on the
 TD0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0510.degrees latitude (g = 980.6199 gals.).
 TD0510
 TD0510.The modeled gravity was interpolated from observed gravity values.
 TD0510
 TD0510;                    North         East    Units  Estimated Accuracy
 TD0510;SPC ND N     -   128,420.      804,530.      MT  (+/- 180 meters Scaled)
 TD0510
 TD0510                          SUPERSEDED SURVEY CONTROL
 TD0510
 TD0510  NGVD 29 (??/??/92)  349.428  (m)         1146.41   (f) ADJ UNCH    2 0
 TD0510
 TD0510.Superseded values are not recommended for survey control.
 TD0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0510.See file dsdata.txt to determine how the superseded data were derived.
 TD0510
 TD0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU928306(NAD 83)
 TD0510_MARKER: DB = BENCH MARK DISK
 TD0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0510_STAMPING: D 275 1963
 TD0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0510+STABILITY: SURFACE MOTION
 TD0510
 TD0510  HISTORY     - Date     Condition        Report By
 TD0510  HISTORY     - 1963     MONUMENTED       CGS
 TD0510  HISTORY     - 1964     GOOD             NGS
 TD0510
 TD0510                          STATION DESCRIPTION
 TD0510
 TD0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0510'7.1 MI SW FROM INKSTER.
 TD0510'ABOUT 2.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE ELEMENTARY
 TD0510'SCHOOL AT INKSTER, THENCE 5.0 MILES WEST ALONG A TRACK ROAD, IN S 32,
 TD0510'R 55 W, T 154 N, 70 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 TD0510'OF A NORTH-SOUTH ROAD, 65 FEET EAST OF THE CENTERLINE OF THE
 TD0510'NORTH-SOUTH ROAD, 47 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD,
 TD0510'5.0 FEET EAST OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET WEST
 TD0510'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD0510'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 TD0510'FOOT.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 0.1 MILE EAST
 TD0510'ALONG THE SOO LINE RAILROAD FROM THE STATION AT DAHLEN, THENCE 0.5
 TD0510'MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES EAST ALONG
 TD0510'GRAVELED COUNTY ROAD 1, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 32,
 TD0510'THENCE 5.0 MILES EAST ALONG A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0897 ***********************************************************************
 TF0897  DESIGNATION -  D 276
 TF0897  PID         -  TF0897
 TF0897  STATE/COUNTY-  ND/WARD
 TF0897  USGS QUAD   -  MINOT (1979)
 TF0897
 TF0897                         *CURRENT SURVEY CONTROL
 TF0897  ___________________________________________________________________
 TF0897* NAD 83(1986)-  48 14 04.     (N)    101 21 58.     (W)     SCALED    
 TF0897* NAVD 88     -       478.468  (meters)    1569.77   (feet)  ADJUSTED  
 TF0897  ___________________________________________________________________
 TF0897  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 TF0897  DYNAMIC HT  -         478.546 (meters)    1570.03  (feet)  COMP
 TF0897  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 TF0897
 TF0897  VERT ORDER  -  FIRST     CLASS II
 TF0897
 TF0897.The horizontal coordinates were scaled from a topographic map and have
 TF0897.an estimated accuracy of +/- 6 seconds.
 TF0897
 TF0897.The orthometric height was determined by differential leveling
 TF0897.and adjusted by the National Geodetic Survey in June 1991..
 TF0897.WARNING-Repeat measurements at this control monument indicate possible
 TF0897.vertical movement.
 TF0897
 TF0897.The geoid height was determined by GEOID03.
 TF0897
 TF0897.The dynamic height is computed by dividing the NAVD 88
 TF0897.geopotential number by the normal gravity value computed on the
 TF0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0897.degrees latitude (g = 980.6199 gals.).
 TF0897
 TF0897.The modeled gravity was interpolated from observed gravity values.
 TF0897
 TF0897;                    North         East    Units  Estimated Accuracy
 TF0897;SPC ND N     -   137,610.      535,670.      MT  (+/- 180 meters Scaled)
 TF0897
 TF0897                          SUPERSEDED SURVEY CONTROL
 TF0897
 TF0897  NGVD 29 (??/??/92)  478.109  (m)         1568.60   (f) ADJ UNCH    1 2
 TF0897
 TF0897.Superseded values are not recommended for survey control.
 TF0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0897.See file dsdata.txt to determine how the superseded data were derived.
 TF0897
 TF0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU243450(NAD 83)
 TF0897_MARKER: DB = BENCH MARK DISK
 TF0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0897_SP_SET: ABUTMENT
 TF0897_STAMPING: D 276 1963
 TF0897_MARK LOGO: CGS   
 TF0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0897
 TF0897  HISTORY     - Date     Condition        Report By
 TF0897  HISTORY     - 1963     MONUMENTED       CGS
 TF0897  HISTORY     - 1981     GOOD             NGS
 TF0897
 TF0897                          STATION DESCRIPTION
 TF0897
 TF0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0897'3.4 MI W FROM MINOT.
 TF0897'3.4 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT MINOT,
 TF0897'OR 4.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0897'BURLINGTON, 9 1/2 POLES WEST OF MILE POST 472, 114 FEET WEST OF THE
 TF0897'CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 6 FEET NORTH
 TF0897'OF THE NORTH RAIL, ABOUT 6 INCHES BELOW THE LEVEL OF THE TRACKS, AND
 TF0897'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 TF0897'BRIDGE 472 A.
 TF0897
 TF0897                          STATION RECOVERY (1981)
 TF0897
 TF0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1115 ***********************************************************************
 TF1115  DESIGNATION -  D 277
 TF1115  PID         -  TF1115
 TF1115  STATE/COUNTY-  ND/RENVILLE
 TF1115  USGS QUAD   -  HARTLAND (1949)
 TF1115
 TF1115                         *CURRENT SURVEY CONTROL
 TF1115  ___________________________________________________________________
 TF1115* NAD 83(1986)-  48 28 28.     (N)    101 48 12.     (W)     SCALED    
 TF1115* NAVD 88     -       535.218  (meters)    1755.96   (feet)  ADJUSTED  
 TF1115  ___________________________________________________________________
 TF1115  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1115  DYNAMIC HT  -         535.315 (meters)    1756.28  (feet)  COMP
 TF1115  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TF1115
 TF1115  VERT ORDER  -  FIRST     CLASS II
 TF1115
 TF1115.The horizontal coordinates were scaled from a topographic map and have
 TF1115.an estimated accuracy of +/- 6 seconds.
 TF1115
 TF1115.The orthometric height was determined by differential leveling
 TF1115.and adjusted by the National Geodetic Survey in June 1991..
 TF1115
 TF1115.The geoid height was determined by GEOID03.
 TF1115
 TF1115.The dynamic height is computed by dividing the NAVD 88
 TF1115.geopotential number by the normal gravity value computed on the
 TF1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1115.degrees latitude (g = 980.6199 gals.).
 TF1115
 TF1115.The modeled gravity was interpolated from observed gravity values.
 TF1115
 TF1115;                    North         East    Units  Estimated Accuracy
 TF1115;SPC ND N     -   164,750.      503,640.      MT  (+/- 180 meters Scaled)
 TF1115
 TF1115                          SUPERSEDED SURVEY CONTROL
 TF1115
 TF1115  NGVD 29 (??/??/92)  534.815  (m)         1754.64   (f) ADJ UNCH    1 2
 TF1115
 TF1115.Superseded values are not recommended for survey control.
 TF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1115.See file dsdata.txt to determine how the superseded data were derived.
 TF1115
 TF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU928728(NAD 83)
 TF1115_MARKER: DB = BENCH MARK DISK
 TF1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1115_STAMPING: D 277 1963
 TF1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1115+STABILITY: SURFACE MOTION
 TF1115
 TF1115  HISTORY     - Date     Condition        Report By
 TF1115  HISTORY     - 1963     MONUMENTED       CGS
 TF1115
 TF1115                          STATION DESCRIPTION
 TF1115
 TF1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1115'4.6 MI NW FROM CARPIO.
 TF1115'4.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1115'CARPIO, OR 4.7 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1115'STATION AT DONNYBROOK, 0.4 MILE EAST OF A SMALL GROVE OF TREES, 0.1
 TF1115'MILE SOUTH OF THE RAILROAD, 91 FEET SOUTH OF THE CENTER LINE OF THE
 TF1115'HIGHWAY, 28 FEET WEST OF AN EXTENDED CENTER LINE OF A DIRT ROAD
 TF1115'LEADING NORTH, 2 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A METAL
 TF1115'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 TF1115'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0172 ***********************************************************************
 TG0172  DESIGNATION -  D 278
 TG0172  PID         -  TG0172
 TG0172  STATE/COUNTY-  ND/WARD
 TG0172  USGS QUAD   -  KENMARE (1981)
 TG0172
 TG0172                         *CURRENT SURVEY CONTROL
 TG0172  ___________________________________________________________________
 TG0172* NAD 83(1986)-  48 40 35.     (N)    102 02 15.     (W)     SCALED    
 TG0172* NAVD 88     -       594.371  (meters)    1950.03   (feet)  ADJUSTED  
 TG0172  ___________________________________________________________________
 TG0172  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TG0172  DYNAMIC HT  -         594.487 (meters)    1950.41  (feet)  COMP
 TG0172  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TG0172
 TG0172  VERT ORDER  -  SECOND    CLASS 0
 TG0172
 TG0172.The horizontal coordinates were scaled from a topographic map and have
 TG0172.an estimated accuracy of +/- 6 seconds.
 TG0172
 TG0172.The orthometric height was determined by differential leveling
 TG0172.and adjusted by the National Geodetic Survey in June 1991..
 TG0172
 TG0172.The geoid height was determined by GEOID03.
 TG0172
 TG0172.The dynamic height is computed by dividing the NAVD 88
 TG0172.geopotential number by the normal gravity value computed on the
 TG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0172.degrees latitude (g = 980.6199 gals.).
 TG0172
 TG0172.The modeled gravity was interpolated from observed gravity values.
 TG0172
 TG0172;                    North         East    Units  Estimated Accuracy
 TG0172;SPC ND N     -   187,520.      486,780.      MT  (+/- 180 meters Scaled)
 TG0172
 TG0172                          SUPERSEDED SURVEY CONTROL
 TG0172
 TG0172  NGVD 29 (??/??/92)  593.980  (m)         1948.75   (f) ADJ UNCH    2 0
 TG0172
 TG0172.Superseded values are not recommended for survey control.
 TG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0172.See file dsdata.txt to determine how the superseded data were derived.
 TG0172
 TG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP180957(NAD 83)
 TG0172_MARKER: DB = BENCH MARK DISK
 TG0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0172_STAMPING: D 278 1963
 TG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0172+STABILITY: SURFACE MOTION
 TG0172
 TG0172  HISTORY     - Date     Condition        Report By
 TG0172  HISTORY     - 1963     MONUMENTED       CGS
 TG0172
 TG0172                          STATION DESCRIPTION
 TG0172
 TG0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0172'3.1 MI E FROM KENMARE.
 TG0172'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0172'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG0172'52, THENCE 1.5 MILES EAST ALONG COUNTY ROAD 2, 71 FEET SOUTHWEST OF
 TG0172'THE CENTER OF A ROAD INTERSECTION, 54 FEET WEST OF THE CENTER LINE OF
 TG0172'A GRAVELED ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD,
 TG0172'10.2 FEET WEST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET
 TG0172'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 TG0172'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 TG0172'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1723 ***********************************************************************
 TG1723  DESIGNATION -  D 278 RESET
 TG1723  PID         -  TG1723
 TG1723  STATE/COUNTY-  ND/WARD
 TG1723  USGS QUAD   -  KENMARE (1981)
 TG1723
 TG1723                         *CURRENT SURVEY CONTROL
 TG1723  ___________________________________________________________________
 TG1723* NAD 83(1986)-  48 40 35.     (N)    102 02 15.     (W)     SCALED    
 TG1723* NAVD 88     -       594.82   (meters)    1951.5    (feet)  RESET     
 TG1723  ___________________________________________________________________
 TG1723  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TG1723
 TG1723  VERT ORDER  -  THIRD
 TG1723
 TG1723.The horizontal coordinates were scaled from a topographic map and have
 TG1723.an estimated accuracy of +/- 6 seconds.
 TG1723
 TG1723.The orthometric height was computed from unverified reset data.
 TG1723.No vertical observational check was made to the station.
 TG1723
 TG1723.The geoid height was determined by GEOID03.
 TG1723
 TG1723;                    North         East    Units  Estimated Accuracy
 TG1723;SPC ND N     -   187,520.      486,780.      MT  (+/- 180 meters Scaled)
 TG1723
 TG1723                          SUPERSEDED SURVEY CONTROL
 TG1723
 TG1723  NGVD 29 (11/04/04)  594.43   (m)         1950.2    (f) RESET       3  
 TG1723
 TG1723.Superseded values are not recommended for survey control.
 TG1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1723.See file dsdata.txt to determine how the superseded data were derived.
 TG1723
 TG1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP180957(NAD 83)
 TG1723_MARKER: DB = BENCH MARK DISK
 TG1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1723_STAMPING: D 278 RESET 1980
 TG1723_PROJECTION: PROJECTING 8 CENTIMETERS
 TG1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1723+STABILITY: SURFACE MOTION
 TG1723
 TG1723  HISTORY     - Date     Condition        Report By
 TG1723  HISTORY     - 1980     MONUMENTED       LOCENG
 TG1723
 TG1723                          STATION DESCRIPTION
 TG1723
 TG1723'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 TG1723'3.1 MI NE FROM KENMARE.
 TG1723'0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION IN
 TG1723'KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG1723'52, THENCE 1.5 MILES EAST ALONG COUNTY ROAD 2, 112 FEET SOUTHWEST OF
 TG1723'THE CENTER OF A ROAD INTERSECTION, 83 FEET WEST OF THE CENTERLINE OF
 TG1723'A GRAVELED ROAD, 75 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD,
 TG1723'AND 3 FEET NORTH OF A FENCE.
 TG1723'THE MARK IS 1.2 FT  E FROM A WITNESS POST.
 TG1723'THE MARK IS 3.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0174 ***********************************************************************
 TG0174  DESIGNATION -  D 279
 TG0174  PID         -  TG0174
 TG0174  STATE/COUNTY-  ND/WARD
 TG0174  USGS QUAD   -  KENMARE (1981)
 TG0174
 TG0174                         *CURRENT SURVEY CONTROL
 TG0174  ___________________________________________________________________
 TG0174* NAD 83(1986)-  48 40 35.     (N)    102 04 16.     (W)     SCALED    
 TG0174* NAVD 88     -       596.947  (meters)    1958.48   (feet)  ADJUSTED  
 TG0174  ___________________________________________________________________
 TG0174  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG0174  DYNAMIC HT  -         597.063 (meters)    1958.86  (feet)  COMP
 TG0174  MODELED GRAV-     980,785.9   (mgal)                       NAVD 88
 TG0174
 TG0174  VERT ORDER  -  SECOND    CLASS 0
 TG0174
 TG0174.The horizontal coordinates were scaled from a topographic map and have
 TG0174.an estimated accuracy of +/- 6 seconds.
 TG0174
 TG0174.The orthometric height was determined by differential leveling
 TG0174.and adjusted by the National Geodetic Survey in June 1991..
 TG0174
 TG0174.The geoid height was determined by GEOID03.
 TG0174
 TG0174.The dynamic height is computed by dividing the NAVD 88
 TG0174.geopotential number by the normal gravity value computed on the
 TG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0174.degrees latitude (g = 980.6199 gals.).
 TG0174
 TG0174.The modeled gravity was interpolated from observed gravity values.
 TG0174
 TG0174;                    North         East    Units  Estimated Accuracy
 TG0174;SPC ND N     -   187,570.      484,310.      MT  (+/- 180 meters Scaled)
 TG0174
 TG0174                          SUPERSEDED SURVEY CONTROL
 TG0174
 TG0174  NGVD 29 (??/??/92)  596.554  (m)         1957.19   (f) ADJ UNCH    2 0
 TG0174
 TG0174.Superseded values are not recommended for survey control.
 TG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0174.See file dsdata.txt to determine how the superseded data were derived.
 TG0174
 TG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP155956(NAD 83)
 TG0174_MARKER: DB = BENCH MARK DISK
 TG0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0174_STAMPING: D 279 1963
 TG0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0174+STABILITY: SURFACE MOTION
 TG0174
 TG0174  HISTORY     - Date     Condition        Report By
 TG0174  HISTORY     - 1963     MONUMENTED       CGS
 TG0174
 TG0174                          STATION DESCRIPTION
 TG0174
 TG0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0174'1.6 MI E FROM KENMARE.
 TG0174'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0174'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2, 147 FEET
 TG0174'EAST-SOUTHEAST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 2 AND
 TG0174'U.S. HIGHWAY 52, 139 FEET SOUTH-SOUTHEAST OF AND ACROSS COUNTY ROAD 2
 TG0174'FROM THE SOUTHWEST CORNER OF A SERVICE STATION, 47 FEET SOUTH OF THE
 TG0174'CENTER LINE OF COUNTY ROAD 2, 90 FEET NORTHEAST OF THE CENTER LINE OF
 TG0174'U.S. HIGHWAY 52, 37 FEET NORTHWEST OF A POWER POLE, 6 FEET WEST OF A
 TG0174'POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 TG0174'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1722 ***********************************************************************
 TG1722  DESIGNATION -  D 279 RESET
 TG1722  PID         -  TG1722
 TG1722  STATE/COUNTY-  ND/WARD
 TG1722  USGS QUAD   -  KENMARE (1981)
 TG1722
 TG1722                         *CURRENT SURVEY CONTROL
 TG1722  ___________________________________________________________________
 TG1722* NAD 83(1986)-  48 40 35.     (N)    102 04 16.     (W)     SCALED    
 TG1722* NAVD 88     -       596.78   (meters)    1957.9    (feet)  RESET     
 TG1722  ___________________________________________________________________
 TG1722  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG1722
 TG1722  VERT ORDER  -  THIRD
 TG1722
 TG1722.The horizontal coordinates were scaled from a topographic map and have
 TG1722.an estimated accuracy of +/- 6 seconds.
 TG1722
 TG1722.The orthometric height was computed from unverified reset data.
 TG1722.No vertical observational check was made to the station.
 TG1722
 TG1722.The geoid height was determined by GEOID03.
 TG1722
 TG1722;                    North         East    Units  Estimated Accuracy
 TG1722;SPC ND N     -   187,570.      484,310.      MT  (+/- 180 meters Scaled)
 TG1722
 TG1722                          SUPERSEDED SURVEY CONTROL
 TG1722
 TG1722  NGVD 29 (11/04/04)  596.38   (m)         1956.6    (f) RESET       3  
 TG1722
 TG1722.Superseded values are not recommended for survey control.
 TG1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1722.See file dsdata.txt to determine how the superseded data were derived.
 TG1722
 TG1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP155956(NAD 83)
 TG1722_MARKER: DB = BENCH MARK DISK
 TG1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1722_STAMPING: D 279 RESET 1980
 TG1722_PROJECTION: PROJECTING 8 CENTIMETERS
 TG1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1722+STABILITY: SURFACE MOTION
 TG1722
 TG1722  HISTORY     - Date     Condition        Report By
 TG1722  HISTORY     - 1980     MONUMENTED       LOCENG
 TG1722
 TG1722                          STATION DESCRIPTION
 TG1722
 TG1722'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 TG1722'1.6 MI NE FROM KENMARE.
 TG1722'0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG1722'KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2, 75 FEET SOUTH OF
 TG1722'THE CENTERLINE OF COUNTY ROAD 2, 109 FEET EAST OF THE CENTERLINE OF
 TG1722'U.S. HIGHWAY 52, 6.4 FEET WEST OF A POWER POLE, AND 24.5 FEET EAST
 TG1722'OF A FENCE.
 TG1722'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0064 ***********************************************************************
 TG0064  DESIGNATION -  D 280
 TG0064  PID         -  TG0064
 TG0064  STATE/COUNTY-  ND/BURKE
 TG0064  USGS QUAD   -  FLAXTON (1947)
 TG0064
 TG0064                         *CURRENT SURVEY CONTROL
 TG0064  ___________________________________________________________________
 TG0064* NAD 83(1986)-  48 57 16.     (N)    102 28 52.     (W)     SCALED    
 TG0064* NAVD 88     -       596.551  (meters)    1957.18   (feet)  ADJUSTED  
 TG0064  ___________________________________________________________________
 TG0064  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 TG0064  DYNAMIC HT  -         596.685 (meters)    1957.62  (feet)  COMP
 TG0064  MODELED GRAV-     980,816.5   (mgal)                       NAVD 88
 TG0064
 TG0064  VERT ORDER  -  FIRST     CLASS II
 TG0064
 TG0064.The horizontal coordinates were scaled from a topographic map and have
 TG0064.an estimated accuracy of +/- 6 seconds.
 TG0064
 TG0064.The orthometric height was determined by differential leveling
 TG0064.and adjusted by the National Geodetic Survey in June 1991..
 TG0064
 TG0064.The geoid height was determined by GEOID03.
 TG0064
 TG0064.The dynamic height is computed by dividing the NAVD 88
 TG0064.geopotential number by the normal gravity value computed on the
 TG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0064.degrees latitude (g = 980.6199 gals.).
 TG0064
 TG0064.The modeled gravity was interpolated from observed gravity values.
 TG0064
 TG0064;                    North         East    Units  Estimated Accuracy
 TG0064;SPC ND N     -   219,180.      454,920.      MT  (+/- 180 meters Scaled)
 TG0064
 TG0064                          SUPERSEDED SURVEY CONTROL
 TG0064
 TG0064  NGVD 29 (??/??/92)  596.142  (m)         1955.84   (f) ADJ UNCH    1 2
 TG0064
 TG0064.Superseded values are not recommended for survey control.
 TG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0064.See file dsdata.txt to determine how the superseded data were derived.
 TG0064
 TG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ843254(NAD 83)
 TG0064_MARKER: DB = BENCH MARK DISK
 TG0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0064_STAMPING: D 280 1963
 TG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0064+STABILITY: SURFACE MOTION
 TG0064
 TG0064  HISTORY     - Date     Condition        Report By
 TG0064  HISTORY     - 1963     MONUMENTED       CGS
 TG0064
 TG0064                          STATION DESCRIPTION
 TG0064
 TG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0064'4.4 MI SE FROM PORTAL.
 TG0064'ABOUT 4.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0064'AT PORTAL OR 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TG0064'STATION AT FLAXTON, IN SECTION 9, T 163 N, R 91 W, AT THE SECOND POLE
 TG0064'NORTHWEST OF A CROSSING OF THE RAILROAD AND A ROAD, 38 FEET NORTHEAST
 TG0064'OF THE NORTHEAST RAIL, 4 1/2 FEET NORTHWEST OF MILE POST 546, 1.5 FEET
 TG0064'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TG0064'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0283 ***********************************************************************
 TG0283  DESIGNATION -  D 281
 TG0283  PID         -  TG0283
 TG0283  STATE/COUNTY-  ND/BURKE
 TG0283  USGS QUAD   -  BOWBELLS (1947)
 TG0283
 TG0283                         *CURRENT SURVEY CONTROL
 TG0283  ___________________________________________________________________
 TG0283* NAD 83(1986)-  48 48 26.     (N)    102 10 27.     (W)     SCALED    
 TG0283* NAVD 88     -       589.035  (meters)    1932.53   (feet)  ADJUSTED  
 TG0283  ___________________________________________________________________
 TG0283  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 TG0283  DYNAMIC HT  -         589.158 (meters)    1932.93  (feet)  COMP
 TG0283  MODELED GRAV-     980,799.3   (mgal)                       NAVD 88
 TG0283
 TG0283  VERT ORDER  -  SECOND    CLASS 0
 TG0283
 TG0283.The horizontal coordinates were scaled from a topographic map and have
 TG0283.an estimated accuracy of +/- 6 seconds.
 TG0283
 TG0283.The orthometric height was determined by differential leveling
 TG0283.and adjusted by the National Geodetic Survey in June 1991..
 TG0283
 TG0283.The geoid height was determined by GEOID03.
 TG0283
 TG0283.The dynamic height is computed by dividing the NAVD 88
 TG0283.geopotential number by the normal gravity value computed on the
 TG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0283.degrees latitude (g = 980.6199 gals.).
 TG0283
 TG0283.The modeled gravity was interpolated from observed gravity values.
 TG0283
 TG0283;                    North         East    Units  Estimated Accuracy
 TG0283;SPC ND N     -   202,280.      477,030.      MT  (+/- 180 meters Scaled)
 TG0283
 TG0283                          SUPERSEDED SURVEY CONTROL
 TG0283
 TG0283  NGVD 29 (??/??/92)  588.629  (m)         1931.19   (f) ADJ UNCH    2 0
 TG0283
 TG0283.Superseded values are not recommended for survey control.
 TG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0283.See file dsdata.txt to determine how the superseded data were derived.
 TG0283
 TG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ074098(NAD 83)
 TG0283_MARKER: DB = BENCH MARK DISK
 TG0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0283_SP_SET: 13 FT
 TG0283_STAMPING: D 281 1963
 TG0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0283
 TG0283  HISTORY     - Date     Condition        Report By
 TG0283  HISTORY     - 1963     MONUMENTED       CGS
 TG0283  HISTORY     - 1983     GOOD             NGS
 TG0283
 TG0283                          STATION DESCRIPTION
 TG0283
 TG0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0283'3.6 MI E FROM BOWBELLS.
 TG0283'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0283'RAILROAD STATION AT BOWBELLS, THENCE 3.0 MILES EAST ALONG U. S.
 TG0283'HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 35, T 162 N, R 89 W, 107
 TG0283'FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 75 FEET NORTH OF
 TG0283'THE CENTER LINE OF THE HIGHWAY, 77 FEET WEST OF THE CENTER LINE OF THE
 TG0283'CROSS ROAD, 1 FOOT SOUTH OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS
 TG0283'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET ON THE TOP OF A 5/8-INCH
 TG0283'ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE
 TG0283'PROJECTING 6-INCHES.
 TG0283
 TG0283                          STATION RECOVERY (1983)
 TG0283
 TG0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1733 ***********************************************************************
 TG1733  DESIGNATION -  D 281 RESET
 TG1733  PID         -  TG1733
 TG1733  STATE/COUNTY-  ND/BURKE
 TG1733  USGS QUAD   -  BOWBELLS (1947)
 TG1733
 TG1733                         *CURRENT SURVEY CONTROL
 TG1733  ___________________________________________________________________
 TG1733* NAD 83(1986)-  48 48 26.     (N)    102 10 27.     (W)     SCALED    
 TG1733* NAVD 88     -       589.29   (meters)    1933.4    (feet)  RESET     
 TG1733  ___________________________________________________________________
 TG1733  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 TG1733
 TG1733  VERT ORDER  -  THIRD
 TG1733
 TG1733.The horizontal coordinates were scaled from a topographic map and have
 TG1733.an estimated accuracy of +/- 6 seconds.
 TG1733
 TG1733.The orthometric height was computed from unverified reset data.
 TG1733.No vertical observational check was made to the station.
 TG1733
 TG1733.The geoid height was determined by GEOID03.
 TG1733
 TG1733;                    North         East    Units  Estimated Accuracy
 TG1733;SPC ND N     -   202,280.      477,030.      MT  (+/- 180 meters Scaled)
 TG1733
 TG1733                          SUPERSEDED SURVEY CONTROL
 TG1733
 TG1733  NGVD 29 (11/04/04)  588.88   (m)         1932.0    (f) RESET       3  
 TG1733
 TG1733.Superseded values are not recommended for survey control.
 TG1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1733.See file dsdata.txt to determine how the superseded data were derived.
 TG1733
 TG1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ074098(NAD 83)
 TG1733_MARKER: DB = BENCH MARK DISK
 TG1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1733_STAMPING: D 281 RESET 1983
 TG1733_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1733+STABILITY: SURFACE MOTION
 TG1733
 TG1733  HISTORY     - Date     Condition        Report By
 TG1733  HISTORY     - 1983     MONUMENTED       NGS
 TG1733
 TG1733                          STATION DESCRIPTION
 TG1733
 TG1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1733'5.7 KM (3.55 MI) EAST FROM BOWBELLS.
 TG1733'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1733'IN BOWBELLS, THENCE 4.8 KM (3.0 MI) EAST ALONG HIGHWAY 52, 30.5
 TG1733'METERS (100.0 FEET) NORTH OF THE CENTER OF HIGHWAY 52, 6.4 METERS
 TG1733'(21.0 FEET) EAST OF THE CENTER OF AN OLD SECTION LINE ROAD.
 TG1733'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0307 ***********************************************************************
 TG0307  DESIGNATION -  D 282
 TG0307  PID         -  TG0307
 TG0307  STATE/COUNTY-  ND/RENVILLE
 TG0307  USGS QUAD   -  KENMARE (1981)
 TG0307
 TG0307                         *CURRENT SURVEY CONTROL
 TG0307  ___________________________________________________________________
 TG0307* NAD 83(1986)-  48 43 37.     (N)    102 00 02.     (W)     SCALED    
 TG0307* NAVD 88     -       579.13   (+/-2cm)    1900.0    (feet)  VERTCON   
 TG0307  ___________________________________________________________________
 TG0307  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TG0307
 TG0307  VERT ORDER  -  ? (See Below)
 TG0307
 TG0307.The horizontal coordinates were scaled from a topographic map and have
 TG0307.an estimated accuracy of +/- 6 seconds.
 TG0307
 TG0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0307.The vertical order pertains to the NGVD 29 superseded value.
 TG0307
 TG0307.The geoid height was determined by GEOID03.
 TG0307
 TG0307;                    North         East    Units  Estimated Accuracy
 TG0307;SPC ND N     -   193,090.      489,610.      MT  (+/- 180 meters Scaled)
 TG0307
 TG0307                          SUPERSEDED SURVEY CONTROL
 TG0307
 TG0307  NGVD 29 (??/??/92)  578.738  (m)         1898.74   (f) ADJ UNCH    ?  
 TG0307
 TG0307.Superseded values are not recommended for survey control.
 TG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0307.See file dsdata.txt to determine how the superseded data were derived.
 TG0307
 TG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ205014(NAD 83)
 TG0307_MARKER: DB = BENCH MARK DISK
 TG0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0307_STAMPING: D 282 1963
 TG0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0307+STABILITY: SURFACE MOTION
 TG0307
 TG0307  HISTORY     - Date     Condition        Report By
 TG0307  HISTORY     - 1963     MONUMENTED       CGS
 TG0307
 TG0307                          STATION DESCRIPTION
 TG0307
 TG0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0307'1.25 MI W FROM NORMA.
 TG0307'ABOUT 1.25 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0307'NORMA, IN SECTION 32, T 161 N, R 87 W, 122 FEET SOUTHEAST OF THE
 TG0307'CENTER OF A ROAD CROSSING, 7 POLES EAST OF MILE POST 599, 96 FEET
 TG0307'SOUTH OF THE SOUTH RAIL, 75 FEET EAST OF THE CENTER LINE OF THE ROAD,
 TG0307'3 FEET SOUTH OF A POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 TG0307'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 TG0307'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1395 ***********************************************************************
 TF1395  DESIGNATION -  D 283
 TF1395  PID         -  TF1395
 TF1395  STATE/COUNTY-  ND/RENVILLE
 TF1395  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1395
 TF1395                         *CURRENT SURVEY CONTROL
 TF1395  ___________________________________________________________________
 TF1395* NAD 83(1986)-  48 45 48.     (N)    101 56 02.     (W)     SCALED    
 TF1395* NAVD 88     -       565.371  (meters)    1854.89   (feet)  ADJUSTED  
 TF1395  ___________________________________________________________________
 TF1395  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 TF1395  DYNAMIC HT  -         565.488 (meters)    1855.27  (feet)  COMP
 TF1395  MODELED GRAV-     980,798.5   (mgal)                       NAVD 88
 TF1395
 TF1395  VERT ORDER  -  SECOND    CLASS 0
 TF1395
 TF1395.The horizontal coordinates were scaled from a topographic map and have
 TF1395.an estimated accuracy of +/- 6 seconds.
 TF1395
 TF1395.The orthometric height was determined by differential leveling
 TF1395.and adjusted by the National Geodetic Survey in June 1991..
 TF1395
 TF1395.The geoid height was determined by GEOID03.
 TF1395
 TF1395.The dynamic height is computed by dividing the NAVD 88
 TF1395.geopotential number by the normal gravity value computed on the
 TF1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1395.degrees latitude (g = 980.6199 gals.).
 TF1395
 TF1395.The modeled gravity was interpolated from observed gravity values.
 TF1395
 TF1395;                    North         East    Units  Estimated Accuracy
 TF1395;SPC ND N     -   197,040.      494,590.      MT  (+/- 180 meters Scaled)
 TF1395
 TF1395                          SUPERSEDED SURVEY CONTROL
 TF1395
 TF1395  NGVD 29 (??/??/92)  564.978  (m)         1853.60   (f) ADJ UNCH    2 0
 TF1395
 TF1395.Superseded values are not recommended for survey control.
 TF1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1395.See file dsdata.txt to determine how the superseded data were derived.
 TF1395
 TF1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV844053(NAD 83)
 TF1395_MARKER: DB = BENCH MARK DISK
 TF1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1395_STAMPING: D 283 1963
 TF1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1395+STABILITY: SURFACE MOTION
 TF1395
 TF1395  HISTORY     - Date     Condition        Report By
 TF1395  HISTORY     - 1963     MONUMENTED       CGS
 TF1395
 TF1395                          STATION DESCRIPTION
 TF1395
 TF1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1395'17.6 MI E FROM BOWBELLS.
 TF1395'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TF1395'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TF1395'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 7.0 MILES EAST
 TF1395'ALONG STATE HIGHWAY 5, OR 19.35 MILES WEST ALONG STATE HIGHWAY 5 FROM
 TF1395'THE POST OFFICE AT MOHALL, IN SECTION 23, T 161 N, R 87 W, AT A
 TF1395'JUNCTION WITH A CROSS ROAD, 148 FEET SOUTH OF THE CENTER LINE OF THE
 TF1395'HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 3 1/2 FEET
 TF1395'SOUTH OF A TELEPHONE POLE, 2.1 FEET NORTH OF A METAL WITNESS POST,
 TF1395'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 TF1395'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0810 ***********************************************************************
 TF0810  DESIGNATION -  D 284
 TF0810  PID         -  TF0810
 TF0810  STATE/COUNTY-  ND/BOTTINEAU
 TF0810  USGS QUAD   -  WESTHOPE SW (1949)
 TF0810
 TF0810                         *CURRENT SURVEY CONTROL
 TF0810  ___________________________________________________________________
 TF0810* NAD 83(1986)-  48 50 07.     (N)    101 08 47.     (W)     SCALED    
 TF0810* NAVD 88     -       456.436  (meters)    1497.49   (feet)  ADJUSTED  
 TF0810  ___________________________________________________________________
 TF0810  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF0810  DYNAMIC HT  -         456.540 (meters)    1497.83  (feet)  COMP
 TF0810  MODELED GRAV-     980,825.2   (mgal)                       NAVD 88
 TF0810
 TF0810  VERT ORDER  -  SECOND    CLASS 0
 TF0810
 TF0810.The horizontal coordinates were scaled from a topographic map and have
 TF0810.an estimated accuracy of +/- 6 seconds.
 TF0810
 TF0810.The orthometric height was determined by differential leveling
 TF0810.and adjusted by the National Geodetic Survey in June 1991..
 TF0810
 TF0810.The geoid height was determined by GEOID03.
 TF0810
 TF0810.The dynamic height is computed by dividing the NAVD 88
 TF0810.geopotential number by the normal gravity value computed on the
 TF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0810.degrees latitude (g = 980.6199 gals.).
 TF0810
 TF0810.The modeled gravity was interpolated from observed gravity values.
 TF0810
 TF0810;                    North         East    Units  Estimated Accuracy
 TF0810;SPC ND N     -   204,260.      552,550.      MT  (+/- 180 meters Scaled)
 TF0810
 TF0810                          SUPERSEDED SURVEY CONTROL
 TF0810
 TF0810  NGVD 29 (??/??/92)  456.081  (m)         1496.33   (f) ADJ UNCH    2 0
 TF0810
 TF0810.Superseded values are not recommended for survey control.
 TF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0810.See file dsdata.txt to determine how the superseded data were derived.
 TF0810
 TF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV424113(NAD 83)
 TF0810_MARKER: DB = BENCH MARK DISK
 TF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0810_STAMPING: D 284 1963
 TF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0810+STABILITY: SURFACE MOTION
 TF0810
 TF0810  HISTORY     - Date     Condition        Report By
 TF0810  HISTORY     - 1963     MONUMENTED       CGS
 TF0810
 TF0810                          STATION DESCRIPTION
 TF0810
 TF0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0810'6.7 MI S FROM KUROKI.
 TF0810'ABOUT 6.7 MILES ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0810'STATION AT KUROKI, IN SECTION 23, T 162 N, R 81 W, AT JUNCTION OF
 TF0810'CROSSROADS, 82 FEET EAST OF THE CENTER LINE OF THE ROAD, 43 FEET NORTH
 TF0810'OF THE CENTER LINE OF THE EAST-WEST ROAD, 3 1/2 FEET NORTHWEST OF A
 TF0810'POWER POLE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TF0810'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0810'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0664 ***********************************************************************
 TF0664  DESIGNATION -  D 285
 TF0664  PID         -  TF0664
 TF0664  STATE/COUNTY-  ND/BOTTINEAU
 TF0664  USGS QUAD   -  ANTLER SW (1980)
 TF0664
 TF0664                         *CURRENT SURVEY CONTROL
 TF0664  ___________________________________________________________________
 TF0664* NAD 83(1986)-  48 51 52.     (N)    101 29 50.     (W)     SCALED    
 TF0664* NAVD 88     -       489.780  (meters)    1606.89   (feet)  ADJUSTED  
 TF0664  ___________________________________________________________________
 TF0664  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 TF0664  DYNAMIC HT  -         489.891 (meters)    1607.25  (feet)  COMP
 TF0664  MODELED GRAV-     980,821.3   (mgal)                       NAVD 88
 TF0664
 TF0664  VERT ORDER  -  SECOND    CLASS 0
 TF0664
 TF0664.The horizontal coordinates were scaled from a topographic map and have
 TF0664.an estimated accuracy of +/- 6 seconds.
 TF0664
 TF0664.The orthometric height was determined by differential leveling
 TF0664.and adjusted by the National Geodetic Survey in June 1991..
 TF0664
 TF0664.The geoid height was determined by GEOID03.
 TF0664
 TF0664.The dynamic height is computed by dividing the NAVD 88
 TF0664.geopotential number by the normal gravity value computed on the
 TF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0664.degrees latitude (g = 980.6199 gals.).
 TF0664
 TF0664.The modeled gravity was interpolated from observed gravity values.
 TF0664
 TF0664;                    North         East    Units  Estimated Accuracy
 TF0664;SPC ND N     -   207,780.      526,830.      MT  (+/- 180 meters Scaled)
 TF0664
 TF0664                          SUPERSEDED SURVEY CONTROL
 TF0664
 TF0664  NGVD 29 (??/??/92)  489.421  (m)         1605.71   (f) ADJ UNCH    2 0
 TF0664
 TF0664.Superseded values are not recommended for survey control.
 TF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0664.See file dsdata.txt to determine how the superseded data were derived.
 TF0664
 TF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV168153(NAD 83)
 TF0664_MARKER: DB = BENCH MARK DISK
 TF0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0664_STAMPING: D 285 1963
 TF0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0664+STABILITY: SURFACE MOTION
 TF0664
 TF0664  HISTORY     - Date     Condition        Report By
 TF0664  HISTORY     - 1963     MONUMENTED       CGS
 TF0664
 TF0664                          STATION DESCRIPTION
 TF0664
 TF0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0664'8.35 MI N FROM MOHALL.
 TF0664'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0664'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 1.0 MILE
 TF0664'EAST ALONG A GRAVELED ROAD, IN SECTION 13, T 162 N, R 83 W, 76 FEET
 TF0664'SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF THE CENTER LINE
 TF0664'OF A TRAIL ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 TF0664'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0664'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1501 ***********************************************************************
 TF1501  DESIGNATION -  D 286
 TF1501  PID         -  TF1501
 TF1501  STATE/COUNTY-  ND/RENVILLE
 TF1501  USGS QUAD   -  MOHALL SW (1971)
 TF1501
 TF1501                         *CURRENT SURVEY CONTROL
 TF1501  ___________________________________________________________________
 TF1501* NAD 83(1986)-  48 51 53.     (N)    101 37 40.     (W)     SCALED    
 TF1501* NAVD 88     -       509.369  (meters)    1671.15   (feet)  ADJUSTED  
 TF1501  ___________________________________________________________________
 TF1501  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 TF1501  DYNAMIC HT  -         509.482 (meters)    1671.53  (feet)  COMP
 TF1501  MODELED GRAV-     980,816.8   (mgal)                       NAVD 88
 TF1501
 TF1501  VERT ORDER  -  SECOND    CLASS 0
 TF1501
 TF1501.The horizontal coordinates were scaled from a topographic map and have
 TF1501.an estimated accuracy of +/- 6 seconds.
 TF1501
 TF1501.The orthometric height was determined by differential leveling
 TF1501.and adjusted by the National Geodetic Survey in June 1991..
 TF1501
 TF1501.The geoid height was determined by GEOID03.
 TF1501
 TF1501.The dynamic height is computed by dividing the NAVD 88
 TF1501.geopotential number by the normal gravity value computed on the
 TF1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1501.degrees latitude (g = 980.6199 gals.).
 TF1501
 TF1501.The modeled gravity was interpolated from observed gravity values.
 TF1501
 TF1501;                    North         East    Units  Estimated Accuracy
 TF1501;SPC ND N     -   207,940.      517,260.      MT  (+/- 180 meters Scaled)
 TF1501
 TF1501                          SUPERSEDED SURVEY CONTROL
 TF1501
 TF1501  NGVD 29 (??/??/92)  509.002  (m)         1669.95   (f) ADJ UNCH    2 0
 TF1501
 TF1501.Superseded values are not recommended for survey control.
 TF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1501.See file dsdata.txt to determine how the superseded data were derived.
 TF1501
 TF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV072157(NAD 83)
 TF1501_MARKER: DB = BENCH MARK DISK
 TF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1501_STAMPING: D 286 1963
 TF1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1501+STABILITY: SURFACE MOTION
 TF1501
 TF1501  HISTORY     - Date     Condition        Report By
 TF1501  HISTORY     - 1963     MONUMENTED       CGS
 TF1501
 TF1501                          STATION DESCRIPTION
 TF1501
 TF1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1501'6.8 MI S FROM SHERWOOD.
 TF1501'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1501'SHERWOOD, IN SECTION 18, T 162 N, R 84 W, 129 FEET SOUTHEAST OF THE
 TF1501'CENTER OF THE INTERSECTION OF COUNTY ROADS 28 AND 4, 101 FEET EAST OF
 TF1501'THE CENTER LINE OF COUNTY ROAD 28, 82 FEET SOUTH OF THE CENTER LINE OF
 TF1501'COUNTY ROAD 4, 6 1/2 FEET WEST OF A POWER POLE, IN LINE WITH A ROW OF
 TF1501'POWER POLES, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2
 TF1501'FEET BELOW THE LEVEL OF THE ROADS, AND IN THE TOP OF A CONCRETE POST
 TF1501'PROJECTING 8 INCHES.  NOTE-- THIS MARK IS ALSO 0.35 MILES WEST ALONG
 TF1501'STATE HIGHWAY 5 FROM THE POST OFFICE AT MOHALL, THENCE 7.0 MILES NORTH
 TF1501'ALONG COUNTY ROAD 9, THENCE 4.95 MILES WEST ALONG COUNTY ROAD 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1643 ***********************************************************************
 TF1643  DESIGNATION -  D 287
 TF1643  PID         -  TF1643
 TF1643  STATE/COUNTY-  ND/RENVILLE
 TF1643  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1643
 TF1643                         *CURRENT SURVEY CONTROL
 TF1643  ___________________________________________________________________
 TF1643* NAD 83(1986)-  48 51 01.     (N)    101 49 29.     (W)     SCALED    
 TF1643* NAVD 88     -       544.823  (meters)    1787.47   (feet)  ADJUSTED  
 TF1643  ___________________________________________________________________
 TF1643  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TF1643  DYNAMIC HT  -         544.942 (meters)    1787.86  (feet)  COMP
 TF1643  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 TF1643
 TF1643  VERT ORDER  -  SECOND    CLASS 0
 TF1643
 TF1643.The horizontal coordinates were scaled from a topographic map and have
 TF1643.an estimated accuracy of +/- 6 seconds.
 TF1643
 TF1643.The orthometric height was determined by differential leveling
 TF1643.and adjusted by the National Geodetic Survey in June 1991..
 TF1643
 TF1643.The geoid height was determined by GEOID03.
 TF1643
 TF1643.The dynamic height is computed by dividing the NAVD 88
 TF1643.geopotential number by the normal gravity value computed on the
 TF1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1643.degrees latitude (g = 980.6199 gals.).
 TF1643
 TF1643.The modeled gravity was interpolated from observed gravity values.
 TF1643
 TF1643;                    North         East    Units  Estimated Accuracy
 TF1643;SPC ND N     -   206,560.      502,780.      MT  (+/- 180 meters Scaled)
 TF1643
 TF1643                          SUPERSEDED SURVEY CONTROL
 TF1643
 TF1643  NGVD 29 (??/??/92)  544.450  (m)         1786.25   (f) ADJ UNCH    2 0
 TF1643
 TF1643.Superseded values are not recommended for survey control.
 TF1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1643.See file dsdata.txt to determine how the superseded data were derived.
 TF1643
 TF1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV927146(NAD 83)
 TF1643_MARKER: DB = BENCH MARK DISK
 TF1643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1643_SP_SET: 8 FEET
 TF1643_STAMPING: D 287 1963
 TF1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1643
 TF1643  HISTORY     - Date     Condition        Report By
 TF1643  HISTORY     - 1963     MONUMENTED       CGS
 TF1643
 TF1643                          STATION DESCRIPTION
 TF1643
 TF1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1643'10.1 MI NE FROM TOLLEY.
 TF1643'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1643'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1643'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1643'ALONG A DIRT ROAD, THENCE 3.4 MILES NORTH ALONG COUNTY ROAD 3, 165
 TF1643'FEET NORTHEAST OF THE CENTER OF A JUNCTION WITH A GRAVEL ROAD LEADING
 TF1643'EAST, 78 FEET EAST OF THE CENTER LINE OF THE ROAD, 158 FEET NORTH OF
 TF1643'THE CENTER LINE OF THE GRAVEL ROAD, 79 1/2 FEET NORTH OF A POWER POLE,
 TF1643'ABOUT 20 FEET NORTHWEST OF THE WEST END OF A ROW OF SMALL TREES, 2 1/2
 TF1643'FEET SOUTHEAST OF A CORNER FENCE POST, 1 1/2 FEET SOUTH OF A FENCE,
 TF1643'1.0 FEET NORTHEAST OF A METAL WITNESS POST AND SET ON THE TOP OF A
 TF1643'5/8-INCH ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AN ENCASED IN A
 TF1643'6-INCH TILE PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0128 ***********************************************************************
 SM0128  DESIGNATION -  D 288
 SM0128  PID         -  SM0128
 SM0128  STATE/COUNTY-  ND/NELSON
 SM0128  USGS QUAD   -  KLOTEN (1967)
 SM0128
 SM0128                         *CURRENT SURVEY CONTROL
 SM0128  ___________________________________________________________________
 SM0128* NAD 83(1986)-  47 41 11.     (N)    098 06 06.     (W)     SCALED    
 SM0128* NAVD 88     -       448.364  (meters)    1471.01   (feet)  ADJUSTED  
 SM0128  ___________________________________________________________________
 SM0128  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0128  DYNAMIC HT  -         448.429 (meters)    1471.22  (feet)  COMP
 SM0128  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 SM0128
 SM0128  VERT ORDER  -  SECOND    CLASS 0
 SM0128
 SM0128.The horizontal coordinates were scaled from a topographic map and have
 SM0128.an estimated accuracy of +/- 6 seconds.
 SM0128
 SM0128.The orthometric height was determined by differential leveling
 SM0128.and adjusted by the National Geodetic Survey in June 1991..
 SM0128
 SM0128.The geoid height was determined by GEOID03.
 SM0128
 SM0128.The dynamic height is computed by dividing the NAVD 88
 SM0128.geopotential number by the normal gravity value computed on the
 SM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0128.degrees latitude (g = 980.6199 gals.).
 SM0128
 SM0128.The modeled gravity was interpolated from observed gravity values.
 SM0128
 SM0128;                    North         East    Units  Estimated Accuracy
 SM0128;SPC ND N     -    79,120.      780,020.      MT  (+/- 180 meters Scaled)
 SM0128
 SM0128                          SUPERSEDED SURVEY CONTROL
 SM0128
 SM0128  NGVD 29 (??/??/92)  448.003  (m)         1469.82   (f) ADJ UNCH    2 0
 SM0128
 SM0128.Superseded values are not recommended for survey control.
 SM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0128.See file dsdata.txt to determine how the superseded data were derived.
 SM0128
 SM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT674818(NAD 83)
 SM0128_MARKER: DB = BENCH MARK DISK
 SM0128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0128_SP_SET: 20 FT
 SM0128_STAMPING: D 288 1963
 SM0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0128
 SM0128  HISTORY     - Date     Condition        Report By
 SM0128  HISTORY     - 1963     MONUMENTED       CGS
 SM0128
 SM0128                          STATION DESCRIPTION
 SM0128
 SM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0128'6.8 MI W FROM ANETA.
 SM0128'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0128'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST
 SM0128'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 SM0128'THENCE 1.25 MILES WEST ALONG COUNTY ROAD 20, IN SECTION 32, T 149 N, R
 SM0128'58 W, 65 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF
 SM0128'THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.5 FEET SOUTH OF A METAL
 SM0128'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET ON THE
 SM0128'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20
 SM0128'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0299 ***********************************************************************
 SM0299  DESIGNATION -  D 289
 SM0299  PID         -  SM0299
 SM0299  STATE/COUNTY-  ND/NELSON
 SM0299  USGS QUAD   -  KLOTEN NW (1961)
 SM0299
 SM0299                         *CURRENT SURVEY CONTROL
 SM0299  ___________________________________________________________________
 SM0299* NAD 83(1986)-  47 42 30.     (N)    098 09 38.     (W)     SCALED    
 SM0299* NAVD 88     -       425.417  (meters)    1395.72   (feet)  ADJUSTED  
 SM0299  ___________________________________________________________________
 SM0299  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SM0299  DYNAMIC HT  -         425.483 (meters)    1395.94  (feet)  COMP
 SM0299  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 SM0299
 SM0299  VERT ORDER  -  SECOND    CLASS 0
 SM0299
 SM0299.The horizontal coordinates were scaled from a topographic map and have
 SM0299.an estimated accuracy of +/- 6 seconds.
 SM0299
 SM0299.The orthometric height was determined by differential leveling
 SM0299.and adjusted by the National Geodetic Survey in June 1991..
 SM0299
 SM0299.The geoid height was determined by GEOID03.
 SM0299
 SM0299.The dynamic height is computed by dividing the NAVD 88
 SM0299.geopotential number by the normal gravity value computed on the
 SM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0299.degrees latitude (g = 980.6199 gals.).
 SM0299
 SM0299.The modeled gravity was interpolated from observed gravity values.
 SM0299
 SM0299;                    North         East    Units  Estimated Accuracy
 SM0299;SPC ND N     -    81,420.      775,530.      MT  (+/- 180 meters Scaled)
 SM0299
 SM0299                          SUPERSEDED SURVEY CONTROL
 SM0299
 SM0299  NGVD 29 (??/??/92)  425.061  (m)         1394.55   (f) ADJ UNCH    2 0
 SM0299
 SM0299.Superseded values are not recommended for survey control.
 SM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0299.See file dsdata.txt to determine how the superseded data were derived.
 SM0299
 SM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629842(NAD 83)
 SM0299_MARKER: DB = BENCH MARK DISK
 SM0299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0299_SP_SET: 16 FT
 SM0299_STAMPING: D 289 1963
 SM0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0299
 SM0299  HISTORY     - Date     Condition        Report By
 SM0299  HISTORY     - 1963     MONUMENTED       CGS
 SM0299
 SM0299                          STATION DESCRIPTION
 SM0299
 SM0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0299'4.3 MI SE FROM MCVILLE.
 SM0299'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0299'AT MCVILLE, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD 35 TO THE
 SM0299'JUNCTION OF A ROAD LEADING WEST, 0.3 MILE SOUTH OF A BRIDGE OVER
 SM0299'SHEYENNE RIVER, 150 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 72
 SM0299'FEET EAST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF A POLE, 2
 SM0299'FEET EAST OF A NORTH-SOUTH FENCE, 1.5 FEET EAST OF A METAL WITNESS
 SM0299'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 SM0299'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A
 SM0299'6-INCH TILE PROJECTING 2 INCHES.  NOTE-- THIS MARK IS ALSO ABOUT 0.05
 SM0299'MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA, THENCE 0.5
 SM0299'MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST ALONG A
 SM0299'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 4.0
 SM0299'MILES WEST ALONG COUNTY ROAD 20, THENCE 1.5 MILES NORTH ALONG COUNTY
 SM0299'ROAD 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0555 ***********************************************************************
 RP0555  DESIGNATION -  D 29
 RP0555  PID         -  RP0555
 RP0555  STATE/COUNTY-  ND/RANSOM
 RP0555  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0555
 RP0555                         *CURRENT SURVEY CONTROL
 RP0555  ___________________________________________________________________
 RP0555* NAD 83(1986)-  46 36 57.     (N)    097 35 05.     (W)     SCALED    
 RP0555* NAVD 88     -       332.309  (meters)    1090.25   (feet)  ADJUSTED  
 RP0555  ___________________________________________________________________
 RP0555  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RP0555  DYNAMIC HT  -         332.324 (meters)    1090.30  (feet)  COMP
 RP0555  MODELED GRAV-     980,650.3   (mgal)                       NAVD 88
 RP0555
 RP0555  VERT ORDER  -  SECOND    CLASS 0
 RP0555
 RP0555.The horizontal coordinates were scaled from a topographic map and have
 RP0555.an estimated accuracy of +/- 6 seconds.
 RP0555
 RP0555.The orthometric height was determined by differential leveling
 RP0555.and adjusted by the National Geodetic Survey in June 1991..
 RP0555
 RP0555.The geoid height was determined by GEOID03.
 RP0555
 RP0555.The dynamic height is computed by dividing the NAVD 88
 RP0555.geopotential number by the normal gravity value computed on the
 RP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0555.degrees latitude (g = 980.6199 gals.).
 RP0555
 RP0555.The modeled gravity was interpolated from observed gravity values.
 RP0555
 RP0555;                    North         East    Units  Estimated Accuracy
 RP0555;SPC ND S     -   109,650.      823,250.      MT  (+/- 180 meters Scaled)
 RP0555
 RP0555                          SUPERSEDED SURVEY CONTROL
 RP0555
 RP0555  NGVD 29 (??/??/92)  331.994  (m)         1089.22   (f) ADJ UNCH    2 0
 RP0555
 RP0555.Superseded values are not recommended for survey control.
 RP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0555.See file dsdata.txt to determine how the superseded data were derived.
 RP0555
 RP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS083634(NAD 83)
 RP0555_MARKER: DB = BENCH MARK DISK
 RP0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0555_STAMPING: D 29 1934
 RP0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0555+STABILITY: SURFACE MOTION
 RP0555
 RP0555  HISTORY     - Date     Condition        Report By
 RP0555  HISTORY     - 1934     MONUMENTED       CGS
 RP0555
 RP0555                          STATION DESCRIPTION
 RP0555
 RP0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0555'1.1 MI SE FROM ENDERLIN.
 RP0555'1.1 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RP0555'ENDERLIN, RANSOM COUNTY, 9 POLES NORTHWEST OF MILEPOST 256, AT A
 RP0555'PUBLIC-ROAD CROSSING, 35 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 RP0555'45 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET EAST OF A
 RP0555'POLE WITH A GUY WIRE.  A STANDARD DISK, STAMPED D 29 1934 AND SET IN
 RP0555'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0108 ***********************************************************************
 SM0108  DESIGNATION -  D 290
 SM0108  PID         -  SM0108
 SM0108  STATE/COUNTY-  ND/NELSON
 SM0108  USGS QUAD   -  TOLNA (1951)
 SM0108
 SM0108                         *CURRENT SURVEY CONTROL
 SM0108  ___________________________________________________________________
 SM0108* NAD 83(1986)-  47 47 18.     (N)    098 26 22.     (W)     SCALED    
 SM0108* NAVD 88     -       431.425  (meters)    1415.43   (feet)  ADJUSTED  
 SM0108  ___________________________________________________________________
 SM0108  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0108  DYNAMIC HT  -         431.495 (meters)    1415.66  (feet)  COMP
 SM0108  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 SM0108
 SM0108  VERT ORDER  -  SECOND    CLASS 0
 SM0108
 SM0108.The horizontal coordinates were scaled from a topographic map and have
 SM0108.an estimated accuracy of +/- 6 seconds.
 SM0108
 SM0108.The orthometric height was determined by differential leveling
 SM0108.and adjusted by the National Geodetic Survey in June 1991..
 SM0108
 SM0108.The geoid height was determined by GEOID03.
 SM0108
 SM0108.The dynamic height is computed by dividing the NAVD 88
 SM0108.geopotential number by the normal gravity value computed on the
 SM0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0108.degrees latitude (g = 980.6199 gals.).
 SM0108
 SM0108.The modeled gravity was interpolated from observed gravity values.
 SM0108
 SM0108;                    North         East    Units  Estimated Accuracy
 SM0108;SPC ND N     -    89,710.      754,370.      MT  (+/- 180 meters Scaled)
 SM0108
 SM0108                          SUPERSEDED SURVEY CONTROL
 SM0108
 SM0108  NGVD 29 (??/??/92)  431.076  (m)         1414.29   (f) ADJ UNCH    2 0
 SM0108
 SM0108.Superseded values are not recommended for survey control.
 SM0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0108.See file dsdata.txt to determine how the superseded data were derived.
 SM0108
 SM0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419929(NAD 83)
 SM0108_MARKER: DB = BENCH MARK DISK
 SM0108_SETTING: 80 = SET IN A BOULDER
 SM0108_SP_SET: BOULDER
 SM0108_STAMPING: D 290 1963
 SM0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0108+STABILITY: SURFACE MOTION
 SM0108
 SM0108  HISTORY     - Date     Condition        Report By
 SM0108  HISTORY     - 1963     MONUMENTED       CGS
 SM0108  HISTORY     - 20030909 MARK NOT FOUND   NDWC
 SM0108
 SM0108                          STATION DESCRIPTION
 SM0108
 SM0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0108'2.7 MI S FROM TOLNA.
 SM0108'ABOUT 2.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0108'RAILWAY STATION AT TOLNA, IN SECTION 26, T 150 N, R 61 W, 0.3 MILE
 SM0108'SOUTH OF A GROVE OF TREES AND TWO ARCHED ROOF BARNS, 90 FEET EAST OF
 SM0108'THE CENTER LINE OF THE ROAD, ON THE SOUTH BANK OF A WIDE RAVINE, SET
 SM0108'IN THE TOP OF A LARGE BOULDER PROJECTING 2 FEET, 51 FEET NORTH OF A
 SM0108'POWER POLE, 38 FEET EAST OF A FENCE, 7 1/2 FEET SOUTH OF A FENCE LINE
 SM0108'LEADING EAST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 SM0108
 SM0108                          STATION RECOVERY (2003)
 SM0108
 SM0108'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2003 (TD)
 SM0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0339 ***********************************************************************
 SM0339  DESIGNATION -  D 291
 SM0339  PID         -  SM0339
 SM0339  STATE/COUNTY-  ND/NELSON
 SM0339  USGS QUAD   -  PEKIN NW (1951)
 SM0339
 SM0339                         *CURRENT SURVEY CONTROL
 SM0339  ___________________________________________________________________
 SM0339* NAD 83(1986)-  47 59 27.     (N)    098 23 48.     (W)     SCALED    
 SM0339* NAVD 88     -       456.654  (meters)    1498.21   (feet)  ADJUSTED  
 SM0339  ___________________________________________________________________
 SM0339  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SM0339  DYNAMIC HT  -         456.732 (meters)    1498.46  (feet)  COMP
 SM0339  MODELED GRAV-     980,768.7   (mgal)                       NAVD 88
 SM0339
 SM0339  VERT ORDER  -  SECOND    CLASS 0
 SM0339
 SM0339.The horizontal coordinates were scaled from a topographic map and have
 SM0339.an estimated accuracy of +/- 6 seconds.
 SM0339
 SM0339.The orthometric height was determined by differential leveling
 SM0339.and adjusted by the National Geodetic Survey in June 1991..
 SM0339
 SM0339.The geoid height was determined by GEOID03.
 SM0339
 SM0339.The dynamic height is computed by dividing the NAVD 88
 SM0339.geopotential number by the normal gravity value computed on the
 SM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0339.degrees latitude (g = 980.6199 gals.).
 SM0339
 SM0339.The modeled gravity was interpolated from observed gravity values.
 SM0339
 SM0339;                    North         East    Units  Estimated Accuracy
 SM0339;SPC ND N     -   112,310.      756,960.      MT  (+/- 180 meters Scaled)
 SM0339
 SM0339                          SUPERSEDED SURVEY CONTROL
 SM0339
 SM0339  NGVD 29 (??/??/92)  456.284  (m)         1496.99   (f) ADJ UNCH    2 0
 SM0339
 SM0339.Superseded values are not recommended for survey control.
 SM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0339.See file dsdata.txt to determine how the superseded data were derived.
 SM0339
 SM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU450154(NAD 83)
 SM0339_MARKER: DB = BENCH MARK DISK
 SM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0339_STAMPING: D 291 1963
 SM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0339+STABILITY: SURFACE MOTION
 SM0339
 SM0339  HISTORY     - Date     Condition        Report By
 SM0339  HISTORY     - 1963     MONUMENTED       CGS
 SM0339
 SM0339                          STATION DESCRIPTION
 SM0339
 SM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0339'6.8 MI SW FROM LAKOTA.
 SM0339'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0339'AT LAKOTA, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 3.0
 SM0339'MILES WEST ALONG A TRAIL ROAD, IN SECTION 7, T 152 N, R 60 W, OR 4.15
 SM0339'SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 SM0339'BARTLETT, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 45 FEET NORTH
 SM0339'OF THE CENTER LINE OF THE ROAD, 97 FEET NORTHEAST OF THE CENTER LINE
 SM0339'OF A CURVE IN A GRAVELED ROAD, 62 FEET EAST OF THE CENTER LINE OF A
 SM0339'TRAIL ROAD LEADING NORTH, 21 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH
 SM0339'OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE
 SM0339'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0217 ***********************************************************************
 SM0217  DESIGNATION -  D 292
 SM0217  PID         -  SM0217
 SM0217  STATE/COUNTY-  ND/NELSON
 SM0217  USGS QUAD   -  LAMBS LAKE (1971)
 SM0217
 SM0217                         *CURRENT SURVEY CONTROL
 SM0217  ___________________________________________________________________
 SM0217* NAD 83(1986)-  47 58 35.     (N)    098 07 06.     (W)     SCALED    
 SM0217* NAVD 88     -       462.985  (meters)    1518.98   (feet)  ADJUSTED  
 SM0217  ___________________________________________________________________
 SM0217  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 SM0217  DYNAMIC HT  -         463.064 (meters)    1519.24  (feet)  COMP
 SM0217  MODELED GRAV-     980,766.8   (mgal)                       NAVD 88
 SM0217
 SM0217  VERT ORDER  -  SECOND    CLASS 0
 SM0217
 SM0217.The horizontal coordinates were scaled from a topographic map and have
 SM0217.an estimated accuracy of +/- 6 seconds.
 SM0217
 SM0217.The orthometric height was determined by differential leveling
 SM0217.and adjusted by the National Geodetic Survey in June 1991..
 SM0217
 SM0217.The geoid height was determined by GEOID03.
 SM0217
 SM0217.The dynamic height is computed by dividing the NAVD 88
 SM0217.geopotential number by the normal gravity value computed on the
 SM0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0217.degrees latitude (g = 980.6199 gals.).
 SM0217
 SM0217.The modeled gravity was interpolated from observed gravity values.
 SM0217
 SM0217;                    North         East    Units  Estimated Accuracy
 SM0217;SPC ND N     -   111,310.      777,770.      MT  (+/- 180 meters Scaled)
 SM0217
 SM0217                          SUPERSEDED SURVEY CONTROL
 SM0217
 SM0217  NGVD 29 (??/??/92)  462.612  (m)         1517.75   (f) ADJ UNCH    2 0
 SM0217
 SM0217.Superseded values are not recommended for survey control.
 SM0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0217.See file dsdata.txt to determine how the superseded data were derived.
 SM0217
 SM0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU657140(NAD 83)
 SM0217_MARKER: DB = BENCH MARK DISK
 SM0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0217_STAMPING: D 292 1963
 SM0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0217+STABILITY: SURFACE MOTION
 SM0217
 SM0217  HISTORY     - Date     Condition        Report By
 SM0217  HISTORY     - 1963     MONUMENTED       CGS
 SM0217
 SM0217                          STATION DESCRIPTION
 SM0217
 SM0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0217'3.4 MI S FROM MICHIGAN.
 SM0217'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0217'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0217'2, THENCE 3.1 MILE SOUTH ALONG COUNTY ROAD 35, IN SECTION 17, T 152 N,
 SM0217'R 58 W, 77 FEET NORTHEAST OF THE CENTER OF AN INTERSECTION OF THE
 SM0217'COUNTY ROAD AND A GRAVELED ROAD, 48 FEET EAST OF THE CENTER LINE OF
 SM0217'THE COUNTY ROAD, 58 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 SM0217'ROAD, NORTH OF AND ACROSS THE ROAD FROM A FARMHOUSE, 19 1/2 FEET NORTH
 SM0217'OF A CORNER FENCE POST, 6 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2
 SM0217'FEET WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 SM0217'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SM0217'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0013 ***********************************************************************
 SM0013  DESIGNATION -  D 293
 SM0013  PID         -  SM0013
 SM0013  STATE/COUNTY-  ND/NELSON
 SM0013  USGS QUAD   -  PEKIN NE (1951)
 SM0013
 SM0013                         *CURRENT SURVEY CONTROL
 SM0013  ___________________________________________________________________
 SM0013* NAD 83(1986)-  47 59 28.     (N)    098 19 59.     (W)     SCALED    
 SM0013* NAVD 88     -       461.288  (meters)    1513.41   (feet)  ADJUSTED  
 SM0013  ___________________________________________________________________
 SM0013  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 SM0013  DYNAMIC HT  -         461.369 (meters)    1513.67  (feet)  COMP
 SM0013  MODELED GRAV-     980,771.8   (mgal)                       NAVD 88
 SM0013
 SM0013  VERT ORDER  -  SECOND    CLASS 0
 SM0013
 SM0013.The horizontal coordinates were scaled from a topographic map and have
 SM0013.an estimated accuracy of +/- 6 seconds.
 SM0013
 SM0013.The orthometric height was determined by differential leveling
 SM0013.and adjusted by the National Geodetic Survey in June 1991..
 SM0013
 SM0013.The geoid height was determined by GEOID03.
 SM0013
 SM0013.The dynamic height is computed by dividing the NAVD 88
 SM0013.geopotential number by the normal gravity value computed on the
 SM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0013.degrees latitude (g = 980.6199 gals.).
 SM0013
 SM0013.The modeled gravity was interpolated from observed gravity values.
 SM0013
 SM0013;                    North         East    Units  Estimated Accuracy
 SM0013;SPC ND N     -   112,470.      761,710.      MT  (+/- 180 meters Scaled)
 SM0013
 SM0013                          SUPERSEDED SURVEY CONTROL
 SM0013
 SM0013  NGVD 29 (??/??/92)  460.920  (m)         1512.20   (f) ADJ UNCH    2 0
 SM0013
 SM0013.Superseded values are not recommended for survey control.
 SM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0013.See file dsdata.txt to determine how the superseded data were derived.
 SM0013
 SM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU497155(NAD 83)
 SM0013_MARKER: DB = BENCH MARK DISK
 SM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0013_STAMPING: D 293 1963
 SM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0013+STABILITY: SURFACE MOTION
 SM0013
 SM0013  HISTORY     - Date     Condition        Report By
 SM0013  HISTORY     - 1963     MONUMENTED       CGS
 SM0013
 SM0013                          STATION DESCRIPTION
 SM0013
 SM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0013'3.8 MI S FROM LAKOTA.
 SM0013'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0013'AT LAKOTA, THENCE 3.4 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION 9,
 SM0013'T 152 N, R 60 W, 117 FEET NORTHWEST OF THE CENTER OF A ROAD
 SM0013'INTERSECTION, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET
 SM0013'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 31 FEET NORTH OF A
 SM0013'TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A METAL
 SM0013'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 SM0013'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0069 ***********************************************************************
 SM0069  DESIGNATION -  D 294 RESET
 SM0069  PID         -  SM0069
 SM0069  STATE/COUNTY-  ND/GRIGGS
 SM0069  USGS QUAD   -  KLOTEN SE (1967)
 SM0069
 SM0069                         *CURRENT SURVEY CONTROL
 SM0069  ___________________________________________________________________
 SM0069* NAD 83(1986)-  47 35 13.     (N)    098 01 40.     (W)     SCALED    
 SM0069* NAVD 88     -       444.26   (+/-2cm)    1457.5    (feet)  VERTCON   
 SM0069  ___________________________________________________________________
 SM0069  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 SM0069
 SM0069  VERT ORDER  -  ? (See Below)
 SM0069
 SM0069.The horizontal coordinates were scaled from a topographic map and have
 SM0069.an estimated accuracy of +/- 6 seconds.
 SM0069
 SM0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0069.The vertical order pertains to the NGVD 29 superseded value.
 SM0069
 SM0069.The geoid height was determined by GEOID03.
 SM0069
 SM0069;                    North         East    Units  Estimated Accuracy
 SM0069;SPC ND N     -    68,240.      785,920.      MT  (+/- 180 meters Scaled)
 SM0069
 SM0069                          SUPERSEDED SURVEY CONTROL
 SM0069
 SM0069  NGVD 29 (??/??/92)  443.887  (m)         1456.32   (f) ADJ UNCH    ?  
 SM0069
 SM0069.Superseded values are not recommended for survey control.
 SM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0069.See file dsdata.txt to determine how the superseded data were derived.
 SM0069
 SM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT731708(NAD 83)
 SM0069_MARKER: DB = BENCH MARK DISK
 SM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0069_STAMPING: D 294 RESET 1965
 SM0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0069+STABILITY: SURFACE MOTION
 SM0069
 SM0069  HISTORY     - Date     Condition        Report By
 SM0069  HISTORY     - 1965     MONUMENTED       CGS
 SM0069  HISTORY     - 1968     GOOD             DOD
 SM0069
 SM0069                          STATION DESCRIPTION
 SM0069
 SM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0069'8.75 MI SW FROM ANETA.
 SM0069'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0069'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0069'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG STATE HIGHWAY 45, IN
 SM0069'SECTION 34, T 148 N, R 58 W, IN THE NORTHWEST ANGLE OF A CROSSROAD,
 SM0069'100 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 45, 90 FEET NORTH OF
 SM0069'THE CENTER OF AN EAST-WEST ROAD, 2.5 FEET SOUTH OF A METAL WITNESS
 SM0069'POST, 2 FEET NORTH OF A POWER LINE POLE, AND SET IN THE TOP OF A ROUND
 SM0069'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 SM0069
 SM0069                          STATION RECOVERY (1968)
 SM0069
 SM0069'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SM0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0388 ***********************************************************************
 SM0388  DESIGNATION -  D 295
 SM0388  PID         -  SM0388
 SM0388  STATE/COUNTY-  ND/GRIGGS
 SM0388  USGS QUAD   -  HANNAFORD (1961)
 SM0388
 SM0388                         *CURRENT SURVEY CONTROL
 SM0388  ___________________________________________________________________
 SM0388* NAD 83(1986)-  47 15 20.     (N)    098 11 41.     (W)     SCALED    
 SM0388* NAVD 88     -       434.045  (meters)    1424.03   (feet)  ADJUSTED  
 SM0388  ___________________________________________________________________
 SM0388  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 SM0388  DYNAMIC HT  -         434.079 (meters)    1424.14  (feet)  COMP
 SM0388  MODELED GRAV-     980,678.1   (mgal)                       NAVD 88
 SM0388
 SM0388  VERT ORDER  -  SECOND    CLASS 0
 SM0388
 SM0388.The horizontal coordinates were scaled from a topographic map and have
 SM0388.an estimated accuracy of +/- 6 seconds.
 SM0388
 SM0388.The orthometric height was determined by differential leveling
 SM0388.and adjusted by the National Geodetic Survey in June 1991..
 SM0388
 SM0388.The geoid height was determined by GEOID03.
 SM0388
 SM0388.The dynamic height is computed by dividing the NAVD 88
 SM0388.geopotential number by the normal gravity value computed on the
 SM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0388.degrees latitude (g = 980.6199 gals.).
 SM0388
 SM0388.The modeled gravity was interpolated from observed gravity values.
 SM0388
 SM0388;                    North         East    Units  Estimated Accuracy
 SM0388;SPC ND N     -    31,030.      774,470.      MT  (+/- 180 meters Scaled)
 SM0388
 SM0388                          SUPERSEDED SURVEY CONTROL
 SM0388
 SM0388  NGVD 29 (??/??/92)  433.697  (m)         1422.89   (f) ADJ UNCH    2 0
 SM0388
 SM0388.Superseded values are not recommended for survey control.
 SM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0388.See file dsdata.txt to determine how the superseded data were derived.
 SM0388
 SM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT609338(NAD 83)
 SM0388_MARKER: DB = BENCH MARK DISK
 SM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0388_STAMPING: D 295 1963
 SM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0388+STABILITY: SURFACE MOTION
 SM0388
 SM0388  HISTORY     - Date     Condition        Report By
 SM0388  HISTORY     - 1963     MONUMENTED       CGS
 SM0388
 SM0388                          STATION DESCRIPTION
 SM0388
 SM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0388'4.6 MI N FROM DAZEY.
 SM0388'ABOUT 4.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0388'STATION AT DAZEY, IN SECTION 30, T 144 N, R 59 W, 90 FEET NORTHEAST OF
 SM0388'THE CENTER OF A ROAD CROSSING, 33 FEET EAST OF THE EAST RAIL, 83 FEET
 SM0388'NORTH OF THE CENTER LINE OF A ROAD, 90 FEET WEST OF THE CENTER LINE OF
 SM0388'STATE HIGHWAY 1, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH
 SM0388'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 SM0388'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0951 ***********************************************************************
 SL0951  DESIGNATION -  D 296
 SL0951  PID         -  SL0951
 SL0951  STATE/COUNTY-  ND/GRAND FORKS
 SL0951  USGS QUAD   -  LOGAN CENTER (1963)
 SL0951
 SL0951                         *CURRENT SURVEY CONTROL
 SL0951  ___________________________________________________________________
 SL0951* NAD 83(1986)-  47 49 53.     (N)    097 50 23.     (W)     SCALED    
 SL0951* NAVD 88     -       448.560  (meters)    1471.65   (feet)  ADJUSTED  
 SL0951  ___________________________________________________________________
 SL0951  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 SL0951  DYNAMIC HT  -         448.626 (meters)    1471.87  (feet)  COMP
 SL0951  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 SL0951
 SL0951  VERT ORDER  -  SECOND    CLASS 0
 SL0951
 SL0951.The horizontal coordinates were scaled from a topographic map and have
 SL0951.an estimated accuracy of +/- 6 seconds.
 SL0951
 SL0951.The orthometric height was determined by differential leveling
 SL0951.and adjusted by the National Geodetic Survey in June 1991..
 SL0951
 SL0951.The geoid height was determined by GEOID03.
 SL0951
 SL0951.The dynamic height is computed by dividing the NAVD 88
 SL0951.geopotential number by the normal gravity value computed on the
 SL0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0951.degrees latitude (g = 980.6199 gals.).
 SL0951
 SL0951.The modeled gravity was interpolated from observed gravity values.
 SL0951
 SL0951;                    North         East    Units  Estimated Accuracy
 SL0951;SPC ND N     -    95,870.      799,120.      MT  (+/- 180 meters Scaled)
 SL0951
 SL0951                          SUPERSEDED SURVEY CONTROL
 SL0951
 SL0951  NGVD 29 (??/??/92)  448.188  (m)         1470.43   (f) ADJ UNCH    2 0
 SL0951
 SL0951.Superseded values are not recommended for survey control.
 SL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0951.See file dsdata.txt to determine how the superseded data were derived.
 SL0951
 SL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT868982(NAD 83)
 SL0951_MARKER: DB = BENCH MARK DISK
 SL0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0951_STAMPING: D 296 1963
 SL0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0951+STABILITY: SURFACE MOTION
 SL0951
 SL0951  HISTORY     - Date     Condition        Report By
 SL0951  HISTORY     - 1963     MONUMENTED       CGS
 SL0951  HISTORY     - 1983     GOOD             USPSQD
 SL0951
 SL0951                          STATION DESCRIPTION
 SL0951
 SL0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0951'13.85 MI S FROM NIAGARA.
 SL0951'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0951'AT NIAGARA, THENCE 11.35 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0
 SL0951'MILES EAST ALONG A GRAVELED ROAD TO AN INTERSECTION, IN SECTION 8, T
 SL0951'150 N, R 56 W, 71 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 49
 SL0951'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 52 FEET WEST OF THE CENTER
 SL0951'LINE OF THE ROAD, 11 FEET WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF
 SL0951'A FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 SL0951'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SL0951'PROJECTING 4 INCHES.
 SL0951
 SL0951                          STATION RECOVERY (1983)
 SL0951
 SL0951'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0976 ***********************************************************************
 SL0976  DESIGNATION -  D 297
 SL0976  PID         -  SL0976
 SL0976  STATE/COUNTY-  ND/GRAND FORKS
 SL0976  USGS QUAD   -  NIAGARA (1963)
 SL0976
 SL0976                         *CURRENT SURVEY CONTROL
 SL0976  ___________________________________________________________________
 SL0976* NAD 83(1986)-  47 53 21.     (N)    097 45 10.     (W)     SCALED    
 SL0976* NAVD 88     -       389.430  (meters)    1277.65   (feet)  ADJUSTED  
 SL0976  ___________________________________________________________________
 SL0976  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 SL0976  DYNAMIC HT  -         389.490 (meters)    1277.85  (feet)  COMP
 SL0976  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 SL0976
 SL0976  VERT ORDER  -  SECOND    CLASS 0
 SL0976
 SL0976.The horizontal coordinates were scaled from a topographic map and have
 SL0976.an estimated accuracy of +/- 6 seconds.
 SL0976
 SL0976.The orthometric height was determined by differential leveling
 SL0976.and adjusted by the National Geodetic Survey in June 1991..
 SL0976
 SL0976.The geoid height was determined by GEOID03.
 SL0976
 SL0976.The dynamic height is computed by dividing the NAVD 88
 SL0976.geopotential number by the normal gravity value computed on the
 SL0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0976.degrees latitude (g = 980.6199 gals.).
 SL0976
 SL0976.The modeled gravity was interpolated from observed gravity values.
 SL0976
 SL0976;                    North         East    Units  Estimated Accuracy
 SL0976;SPC ND N     -   102,520.      805,400.      MT  (+/- 180 meters Scaled)
 SL0976
 SL0976                          SUPERSEDED SURVEY CONTROL
 SL0976
 SL0976  NGVD 29 (??/??/92)  389.063  (m)         1276.45   (f) ADJ UNCH    2 0
 SL0976
 SL0976.Superseded values are not recommended for survey control.
 SL0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0976.See file dsdata.txt to determine how the superseded data were derived.
 SL0976
 SL0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU932047(NAD 83)
 SL0976_MARKER: DB = BENCH MARK DISK
 SL0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0976_STAMPING: D 297 1963
 SL0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0976+STABILITY: SURFACE MOTION
 SL0976
 SL0976  HISTORY     - Date     Condition        Report By
 SL0976  HISTORY     - 1963     MONUMENTED       CGS
 SL0976
 SL0976                          STATION DESCRIPTION
 SL0976
 SL0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0976'11.8 MISE FROM NIAGARA.
 SL0976'ABOUT 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0976'STATION AT NIAGARA, THENCE 4.5 MILES SOUTH ALONG GRAND FORKS COUNTY
 SL0976'ROAD 16, THENCE 1.0 MILE  EAST ALONG GRAND FORKS COUNTY ROAD 4, THENCE
 SL0976'1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A JUNCTION WITH A GRAVELED
 SL0976'ROAD AND TRAIL ROAD LEADING SOUTH, IN SECTION 19, T 151, R 55 W, 124
 SL0976'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 31 FEET EAST OF
 SL0976'THE CENTER LINE OF THE TRAIL ROAD, 127 FEET SOUTHEAST OF THE CENTER OF
 SL0976'THE INTERSECTION, 2 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A METAL
 SL0976'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN TOP OF A CONCRETE
 SL0976'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0912 ***********************************************************************
 SL0912  DESIGNATION -  D 298
 SL0912  PID         -  SL0912
 SL0912  STATE/COUNTY-  ND/NELSON
 SL0912  USGS QUAD   -  LAKE PICKARD (1971)
 SL0912
 SL0912                         *CURRENT SURVEY CONTROL
 SL0912  ___________________________________________________________________
 SL0912* NAD 83(1986)-  47 56 50.     (N)    097 59 24.     (W)     SCALED    
 SL0912* NAVD 88     -       459.987  (meters)    1509.14   (feet)  ADJUSTED  
 SL0912  ___________________________________________________________________
 SL0912  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0912  DYNAMIC HT  -         460.064 (meters)    1509.39  (feet)  COMP
 SL0912  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 SL0912
 SL0912  VERT ORDER  -  SECOND    CLASS 0
 SL0912
 SL0912.The horizontal coordinates were scaled from a topographic map and have
 SL0912.an estimated accuracy of +/- 6 seconds.
 SL0912
 SL0912.The orthometric height was determined by differential leveling
 SL0912.and adjusted by the National Geodetic Survey in June 1991..
 SL0912
 SL0912.The geoid height was determined by GEOID03.
 SL0912
 SL0912.The dynamic height is computed by dividing the NAVD 88
 SL0912.geopotential number by the normal gravity value computed on the
 SL0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0912.degrees latitude (g = 980.6199 gals.).
 SL0912
 SL0912.The modeled gravity was interpolated from observed gravity values.
 SL0912
 SL0912;                    North         East    Units  Estimated Accuracy
 SL0912;SPC ND N     -   108,370.      787,460.      MT  (+/- 180 meters Scaled)
 SL0912
 SL0912                          SUPERSEDED SURVEY CONTROL
 SL0912
 SL0912  NGVD 29 (??/??/92)  459.616  (m)         1507.92   (f) ADJ UNCH    2 0
 SL0912
 SL0912.Superseded values are not recommended for survey control.
 SL0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0912.See file dsdata.txt to determine how the superseded data were derived.
 SL0912
 SL0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU754109(NAD 83)
 SL0912_MARKER: DB = BENCH MARK DISK
 SL0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0912_STAMPING: D 298 1963
 SL0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0912+STABILITY: SURFACE MOTION
 SL0912
 SL0912  HISTORY     - Date     Condition        Report By
 SL0912  HISTORY     - 1963     MONUMENTED       CGS
 SL0912
 SL0912                          STATION DESCRIPTION
 SL0912
 SL0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0912'4.85 MI S FROM PETERSBURG.
 SL0912'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0912'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 4.0 MILES SOUTH ALONG
 SL0912'STATE HIGHWAY 32, IN SECTION 30, T 152 N, R 57 W, 131 FEET WEST OF THE
 SL0912'CENTER OF THE INTERSECTION OF STATE HIGHWAY 32 AND A GRAVELED ROAD,
 SL0912'123 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET SOUTH OF THE
 SL0912'CENTER LINE OF THE GRAVELED ROAD, 31 1/2 FEET NORTHWEST OF A POWER
 SL0912'POLE, 2 FEET NORTH OF A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS
 SL0912'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 SL0912'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0241 ***********************************************************************
 SM0241  DESIGNATION -  D 299
 SM0241  PID         -  SM0241
 SM0241  STATE/COUNTY-  ND/NELSON
 SM0241  USGS QUAD   -  LAMBS LAKE (1971)
 SM0241
 SM0241                         *CURRENT SURVEY CONTROL
 SM0241  ___________________________________________________________________
 SM0241* NAD 83(1986)-  47 57 44.     (N)    098 03 06.     (W)     SCALED    
 SM0241* NAVD 88     -       462.696  (meters)    1518.03   (feet)  ADJUSTED  
 SM0241  ___________________________________________________________________
 SM0241  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 SM0241  DYNAMIC HT  -         462.775 (meters)    1518.29  (feet)  COMP
 SM0241  MODELED GRAV-     980,767.6   (mgal)                       NAVD 88
 SM0241
 SM0241  VERT ORDER  -  SECOND    CLASS 0
 SM0241
 SM0241.The horizontal coordinates were scaled from a topographic map and have
 SM0241.an estimated accuracy of +/- 6 seconds.
 SM0241
 SM0241.The orthometric height was determined by differential leveling
 SM0241.and adjusted by the National Geodetic Survey in June 1991..
 SM0241
 SM0241.The geoid height was determined by GEOID03.
 SM0241
 SM0241.The dynamic height is computed by dividing the NAVD 88
 SM0241.geopotential number by the normal gravity value computed on the
 SM0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0241.degrees latitude (g = 980.6199 gals.).
 SM0241
 SM0241.The modeled gravity was interpolated from observed gravity values.
 SM0241
 SM0241;                    North         East    Units  Estimated Accuracy
 SM0241;SPC ND N     -   109,890.      782,800.      MT  (+/- 180 meters Scaled)
 SM0241
 SM0241                          SUPERSEDED SURVEY CONTROL
 SM0241
 SM0241  NGVD 29 (??/??/92)  462.325  (m)         1516.81   (f) ADJ UNCH    2 0
 SM0241
 SM0241.Superseded values are not recommended for survey control.
 SM0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0241.See file dsdata.txt to determine how the superseded data were derived.
 SM0241
 SM0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU707125(NAD 83)
 SM0241_MARKER: DB = BENCH MARK DISK
 SM0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0241_SP_SET: FOUNDATION
 SM0241_STAMPING: D 299 1963
 SM0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0241
 SM0241  HISTORY     - Date     Condition        Report By
 SM0241  HISTORY     - 1963     MONUMENTED       CGS
 SM0241
 SM0241                          STATION DESCRIPTION
 SM0241
 SM0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0241'7.55 MI SE FROM MICHIGAN.
 SM0241'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0241'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0241'2, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 3.15 MILES EAST
 SM0241'ALONG A GRAVELED ROAD, IN SECTION 23, T 152 N, R 58 W, OR 0.85 MILE
 SM0241'SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0241'RAILWAY STATION AT PETERSBURG, THENCE 4.0 MILES SOUTH ALONG STATE
 SM0241'HIGHWAY 32, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.9
 SM0241'MILES WEST ALONG A GRAVELED ROAD, 0.15 MILE EAST OF A TRAIL ROAD
 SM0241'LEADING NORTH, 195 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 SM0241'NORTH OF THE SOUTHWEST CORNER OF A STEEL SHED, 1.0 FOOT WEST OF THE
 SM0241'WEST WALL, AND SET IN THE TOP OF THE CONCRETE FOUNDATION 3 FEET ABOVE
 SM0241'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0486 ***********************************************************************
 SN0486  DESIGNATION -  D 3 B 1
 SN0486  PID         -  SN0486
 SN0486  STATE/COUNTY-  ND/WARD
 SN0486  USGS QUAD   -  BENEDICT SW (1981)
 SN0486
 SN0486                         *CURRENT SURVEY CONTROL
 SN0486  ___________________________________________________________________
 SN0486* NAD 83(1986)-  47 52 17.     (N)    101 12 43.     (W)     SCALED    
 SN0486* NAVD 88     -       668.658  (meters)    2193.76   (feet)  ADJUSTED  
 SN0486  ___________________________________________________________________
 SN0486  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SN0486  DYNAMIC HT  -         668.730 (meters)    2193.99  (feet)  COMP
 SN0486  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 SN0486
 SN0486  VERT ORDER  -  SECOND    CLASS 0
 SN0486
 SN0486.The horizontal coordinates were scaled from a topographic map and have
 SN0486.an estimated accuracy of +/- 6 seconds.
 SN0486
 SN0486.The orthometric height was determined by differential leveling
 SN0486.and adjusted by the National Geodetic Survey in June 1991..
 SN0486
 SN0486.The geoid height was determined by GEOID03.
 SN0486
 SN0486.The dynamic height is computed by dividing the NAVD 88
 SN0486.geopotential number by the normal gravity value computed on the
 SN0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0486.degrees latitude (g = 980.6199 gals.).
 SN0486
 SN0486.The modeled gravity was interpolated from observed gravity values.
 SN0486
 SN0486;                    North         East    Units  Estimated Accuracy
 SN0486;SPC ND N     -    97,130.      546,740.      MT  (+/- 180 meters Scaled)
 SN0486
 SN0486                          SUPERSEDED SURVEY CONTROL
 SN0486
 SN0486  NGVD 29 (??/??/92)  668.26   (m)         2192.4    (f) COMPUTED    2 0
 SN0486
 SN0486.Superseded values are not recommended for survey control.
 SN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0486.See file dsdata.txt to determine how the superseded data were derived.
 SN0486
 SN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU345043(NAD 83)
 SN0486_MARKER: Z = SEE DESCRIPTION
 SN0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0486_SP_SET: CONCRETE PEDESTAL
 SN0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0486
 SN0486  HISTORY     - Date     Condition        Report By
 SN0486  HISTORY     - UNK      MONUMENTED       DOD
 SN0486  HISTORY     - 1962     GOOD             NGS
 SN0486
 SN0486                          STATION DESCRIPTION
 SN0486
 SN0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0486'6.4 MI NE FROM MAX.
 SN0486'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL ST MARIE
 SN0486'RAILROAD FROM THE STATION AT MAX, THENCE 2.1 MILE NORTH ALONG A GRADED
 SN0486'ROAD, THENCE 0.2 MILE WEST ALONG A DIRT ROAD, THENCE ABOUT 0.1 MILE
 SN0486'NORTH ACROSS A CULTIVATED FIELD, ALONG THE WEST SIDE OF A FENCE LINE,
 SN0486'A 4 FOOT BY 1 1/2 FOOT CONCRETE PEDESTAL WITH TRIBRACH, CENTER OF THE
 SN0486'TRIBRACH IS POINT HELD.  A USAF MONOLITH AZIMUTH.  NOTE-- THE
 SN0486'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0486'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0487 ***********************************************************************
 SN0487  DESIGNATION -  D 3 B 2
 SN0487  PID         -  SN0487
 SN0487  STATE/COUNTY-  ND/WARD
 SN0487  USGS QUAD   -  BENEDICT NW (1981)
 SN0487
 SN0487                         *CURRENT SURVEY CONTROL
 SN0487  ___________________________________________________________________
 SN0487* NAD 83(1986)-  47 52 37.     (N)    101 12 33.     (W)     SCALED    
 SN0487* NAVD 88     -       662.044  (meters)    2172.06   (feet)  ADJUSTED  
 SN0487  ___________________________________________________________________
 SN0487  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 SN0487  DYNAMIC HT  -         662.116 (meters)    2172.29  (feet)  COMP
 SN0487  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SN0487
 SN0487  VERT ORDER  -  SECOND    CLASS 0
 SN0487
 SN0487.The horizontal coordinates were scaled from a topographic map and have
 SN0487.an estimated accuracy of +/- 6 seconds.
 SN0487
 SN0487.The orthometric height was determined by differential leveling
 SN0487.and adjusted by the National Geodetic Survey in June 1991..
 SN0487
 SN0487.The geoid height was determined by GEOID03.
 SN0487
 SN0487.The dynamic height is computed by dividing the NAVD 88
 SN0487.geopotential number by the normal gravity value computed on the
 SN0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0487.degrees latitude (g = 980.6199 gals.).
 SN0487
 SN0487.The modeled gravity was interpolated from observed gravity values.
 SN0487
 SN0487;                    North         East    Units  Estimated Accuracy
 SN0487;SPC ND N     -    97,740.      546,960.      MT  (+/- 180 meters Scaled)
 SN0487
 SN0487                          SUPERSEDED SURVEY CONTROL
 SN0487
 SN0487  NGVD 29 (??/??/92)  661.65   (m)         2170.8    (f) COMPUTED    2 0
 SN0487
 SN0487.Superseded values are not recommended for survey control.
 SN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0487.See file dsdata.txt to determine how the superseded data were derived.
 SN0487
 SN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU348049(NAD 83)
 SN0487_MARKER: Z = SEE DESCRIPTION
 SN0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0487_SP_SET: CONCRETE PEDESTAL
 SN0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0487
 SN0487  HISTORY     - Date     Condition        Report By
 SN0487  HISTORY     - UNK      MONUMENTED       DOD
 SN0487  HISTORY     - 1962     GOOD             NGS
 SN0487
 SN0487                          STATION DESCRIPTION
 SN0487
 SN0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0487'6.7 MI NE FROM MAX.
 SN0487'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0487'RAILROAD FROM THE STATION AT MAX, THENCE 2.6 MILE NORTH ALONG A GRADED
 SN0487'ROAD, ABOUT 157 YARDS WEST OF A GRADED ROAD INTERSECTION, IN THE NORTH
 SN0487'EDGE OF A CULTIVATED FIELD, ABOUT 0.15 MILE NORTH OF A SIGHT, 117 FEET
 SN0487'SOUTH OF THE CENTERLINE OF THE ROAD, A PEDESTAL THAT PROJECTS 3.8 FEET
 SN0487'AND IS 1 1/2 FOOT IN DIAMETER, WITH A TRIBRACH IN THE TOP. THE CENTER
 SN0487'OF THE TRIBRACH WAS HELD.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0487'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0489 ***********************************************************************
 SN0489  DESIGNATION -  D 3 Z
 SN0489  PID         -  SN0489
 SN0489  STATE/COUNTY-  ND/WARD
 SN0489  USGS QUAD   -  BENEDICT NW (1981)
 SN0489
 SN0489                         *CURRENT SURVEY CONTROL
 SN0489  ___________________________________________________________________
 SN0489* NAD 83(1986)-  47 52 36.     (N)    101 12 49.     (W)     SCALED    
 SN0489* NAVD 88     -       667.268  (meters)    2189.20   (feet)  ADJUSTED  
 SN0489  ___________________________________________________________________
 SN0489  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SN0489  DYNAMIC HT  -         667.340 (meters)    2189.43  (feet)  COMP
 SN0489  MODELED GRAV-     980,698.2   (mgal)                       NAVD 88
 SN0489
 SN0489  VERT ORDER  -  SECOND    CLASS 0
 SN0489
 SN0489.The horizontal coordinates were scaled from a topographic map and have
 SN0489.an estimated accuracy of +/- 6 seconds.
 SN0489
 SN0489.The orthometric height was determined by differential leveling
 SN0489.and adjusted by the National Geodetic Survey in June 1991..
 SN0489
 SN0489.The geoid height was determined by GEOID03.
 SN0489
 SN0489.The dynamic height is computed by dividing the NAVD 88
 SN0489.geopotential number by the normal gravity value computed on the
 SN0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0489.degrees latitude (g = 980.6199 gals.).
 SN0489
 SN0489.The modeled gravity was interpolated from observed gravity values.
 SN0489
 SN0489;                    North         East    Units  Estimated Accuracy
 SN0489;SPC ND N     -    97,720.      546,620.      MT  (+/- 180 meters Scaled)
 SN0489
 SN0489                          SUPERSEDED SURVEY CONTROL
 SN0489
 SN0489  NGVD 29 (??/??/92)  666.88   (m)         2187.9    (f) COMPUTED    2 0
 SN0489
 SN0489.Superseded values are not recommended for survey control.
 SN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0489.See file dsdata.txt to determine how the superseded data were derived.
 SN0489
 SN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU344049(NAD 83)
 SN0489_MARKER: DS = TRIANGULATION STATION DISK
 SN0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0489_STAMPING: D3Z 1962
 SN0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0489+STABILITY: SURFACE MOTION
 SN0489
 SN0489  HISTORY     - Date     Condition        Report By
 SN0489  HISTORY     - 1962     MONUMENTED       CGS
 SN0489
 SN0489                          STATION DESCRIPTION
 SN0489
 SN0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0489'6.9 MI NE FROM MAX.
 SN0489'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL RAILROAD FROM THE
 SN0489'STATION AT MAX, THENCE 2.6 MILE NORTH ALONG A GRADED ROAD, THENCE 0.2
 SN0489'MILE WEST ALONG A GRADED ROAD ON TOP OF THE FIRST RIDGE WEST OF A
 SN0489'GRADED ROAD INTERSECTION, IN THE NORTH EDGE OF A CULTIVATED FIELD, 73
 SN0489'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9.5 FEET EAST OF A POWER
 SN0489'POLE, 4 FEET WEST OF A WITNESS POST, ABOUT 2.5 FEET BELOW THE ROAD, A
 SN0489'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- THE
 SN0489'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0489'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0490 ***********************************************************************
 SN0490  DESIGNATION -  D 3 Z RM 1
 SN0490  PID         -  SN0490
 SN0490  STATE/COUNTY-  ND/WARD
 SN0490  USGS QUAD   -  BENEDICT NW (1981)
 SN0490
 SN0490                         *CURRENT SURVEY CONTROL
 SN0490  ___________________________________________________________________
 SN0490* NAD 83(1986)-  47 52 37.     (N)    101 12 47.     (W)     SCALED    
 SN0490* NAVD 88     -       666.974  (meters)    2188.23   (feet)  ADJUSTED  
 SN0490  ___________________________________________________________________
 SN0490  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SN0490  DYNAMIC HT  -         667.047 (meters)    2188.47  (feet)  COMP
 SN0490  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SN0490
 SN0490  VERT ORDER  -  SECOND    CLASS 0
 SN0490
 SN0490.The horizontal coordinates were scaled from a topographic map and have
 SN0490.an estimated accuracy of +/- 6 seconds.
 SN0490
 SN0490.The orthometric height was determined by differential leveling
 SN0490.and adjusted by the National Geodetic Survey in June 1991..
 SN0490
 SN0490.The geoid height was determined by GEOID03.
 SN0490
 SN0490.The dynamic height is computed by dividing the NAVD 88
 SN0490.geopotential number by the normal gravity value computed on the
 SN0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0490.degrees latitude (g = 980.6199 gals.).
 SN0490
 SN0490.The modeled gravity was interpolated from observed gravity values.
 SN0490
 SN0490;                    North         East    Units  Estimated Accuracy
 SN0490;SPC ND N     -    97,750.      546,670.      MT  (+/- 180 meters Scaled)
 SN0490
 SN0490                          SUPERSEDED SURVEY CONTROL
 SN0490
 SN0490  NGVD 29 (??/??/92)  666.58   (m)         2186.9    (f) COMPUTED    2 0
 SN0490
 SN0490.Superseded values are not recommended for survey control.
 SN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0490.See file dsdata.txt to determine how the superseded data were derived.
 SN0490
 SN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU345049(NAD 83)
 SN0490_MARKER: DR = REFERENCE MARK DISK
 SN0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0490_STAMPING: D3Z NO 1 1962
 SN0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0490+STABILITY: SURFACE MOTION
 SN0490
 SN0490  HISTORY     - Date     Condition        Report By
 SN0490  HISTORY     - 1962     MONUMENTED       CGS
 SN0490
 SN0490                          STATION DESCRIPTION
 SN0490
 SN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0490'6.9 MI NE FROM MAX.
 SN0490'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0490'RAILROAD FROM THE STATION AT MAX, THENCE 2.6 MILE NORTH ALONG A GRADED
 SN0490'ROAD, THENCE 0.2 MILE WEST ALONG A GRADED ROAD, ON THE TOP OF THE
 SN0490'FIRST RIDGE WEST OF A ROAD INTERSECTION, 63.7 FEET NORTHEAST OF THE
 SN0490'STATION BM, 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH
 SN0490'OF A FENCE LINE, ABOUT 3 FEET BELOW THE ROAD, A DISK IN THE TOP OF A
 SN0490'CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0490'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0488 ***********************************************************************
 SN0488  DESIGNATION -  D 3 Z RM 2
 SN0488  PID         -  SN0488
 SN0488  STATE/COUNTY-  ND/WARD
 SN0488  USGS QUAD   -  BENEDICT NW (1981)
 SN0488
 SN0488                         *CURRENT SURVEY CONTROL
 SN0488  ___________________________________________________________________
 SN0488* NAD 83(1986)-  47 52 37.     (N)    101 12 49.     (W)     SCALED    
 SN0488* NAVD 88     -       666.715  (meters)    2187.38   (feet)  ADJUSTED  
 SN0488  ___________________________________________________________________
 SN0488  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 SN0488  DYNAMIC HT  -         666.788 (meters)    2187.62  (feet)  COMP
 SN0488  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SN0488
 SN0488  VERT ORDER  -  SECOND    CLASS 0
 SN0488
 SN0488.The horizontal coordinates were scaled from a topographic map and have
 SN0488.an estimated accuracy of +/- 6 seconds.
 SN0488
 SN0488.The orthometric height was determined by differential leveling
 SN0488.and adjusted by the National Geodetic Survey in June 1991..
 SN0488
 SN0488.The geoid height was determined by GEOID03.
 SN0488
 SN0488.The dynamic height is computed by dividing the NAVD 88
 SN0488.geopotential number by the normal gravity value computed on the
 SN0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0488.degrees latitude (g = 980.6199 gals.).
 SN0488
 SN0488.The modeled gravity was interpolated from observed gravity values.
 SN0488
 SN0488;                    North         East    Units  Estimated Accuracy
 SN0488;SPC ND N     -    97,750.      546,620.      MT  (+/- 180 meters Scaled)
 SN0488
 SN0488                          SUPERSEDED SURVEY CONTROL
 SN0488
 SN0488  NGVD 29 (??/??/92)  666.32   (m)         2186.1    (f) COMPUTED    2 0
 SN0488
 SN0488.Superseded values are not recommended for survey control.
 SN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0488.See file dsdata.txt to determine how the superseded data were derived.
 SN0488
 SN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU344049(NAD 83)
 SN0488_MARKER: DR = REFERENCE MARK DISK
 SN0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0488_STAMPING: D3Z NO 2 1962
 SN0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0488+STABILITY: SURFACE MOTION
 SN0488
 SN0488  HISTORY     - Date     Condition        Report By
 SN0488  HISTORY     - 1962     MONUMENTED       CGS
 SN0488
 SN0488                          STATION DESCRIPTION
 SN0488
 SN0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0488'6.9 MI NE FROM MAX.
 SN0488'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL RAILROAD FROM THE
 SN0488'STATION AT MAX, THENCE 2.6 MILE NORTH ALONG A GRADED ROAD, THENCE 0.2
 SN0488'MILE WEST ALONG A GRADED ROAD, ON THE TOP OF THE FIRST RIDGE WEST OF A
 SN0488'ROAD INTERSECTION, 69.1 FEET NORTHWEST OF THE STATION BM, 64 FEET
 SN0488'NORTH WEST OF A POWER POLE, 27 FEET SOUTH OF THE CENTERLINE OF THE
 SN0488'ROAD, 1 FOOT SOUTH OF A FENCE LINE, ABOUT 2.5 FEET BELOW THE ROAD, A
 SN0488'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE
 SN0488'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0488'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0482 ***********************************************************************
 RP0482  DESIGNATION -  D 30
 RP0482  PID         -  RP0482
 RP0482  STATE/COUNTY-  ND/RICHLAND
 RP0482  USGS QUAD   -  MOSELLE (1964)
 RP0482
 RP0482                         *CURRENT SURVEY CONTROL
 RP0482  ___________________________________________________________________
 RP0482* NAD 83(1986)-  46 11 14.     (N)    097 01 15.     (W)     SCALED    
 RP0482* NAVD 88     -       317.050  (meters)    1040.19   (feet)  ADJUSTED  
 RP0482  ___________________________________________________________________
 RP0482  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP0482  DYNAMIC HT  -         317.051 (meters)    1040.19  (feet)  COMP
 RP0482  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 RP0482
 RP0482  VERT ORDER  -  SECOND    CLASS 0
 RP0482
 RP0482.The horizontal coordinates were scaled from a topographic map and have
 RP0482.an estimated accuracy of +/- 6 seconds.
 RP0482
 RP0482.The orthometric height was determined by differential leveling
 RP0482.and adjusted by the National Geodetic Survey in June 1991..
 RP0482
 RP0482.The geoid height was determined by GEOID03.
 RP0482
 RP0482.The dynamic height is computed by dividing the NAVD 88
 RP0482.geopotential number by the normal gravity value computed on the
 RP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0482.degrees latitude (g = 980.6199 gals.).
 RP0482
 RP0482.The modeled gravity was interpolated from observed gravity values.
 RP0482
 RP0482;                    North         East    Units  Estimated Accuracy
 RP0482;SPC ND S     -    63,810.      868,510.      MT  (+/- 180 meters Scaled)
 RP0482
 RP0482                          SUPERSEDED SURVEY CONTROL
 RP0482
 RP0482  NGVD 29 (??/??/92)  316.797  (m)         1039.36   (f) ADJ UNCH    2 0
 RP0482
 RP0482.Superseded values are not recommended for survey control.
 RP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0482.See file dsdata.txt to determine how the superseded data were derived.
 RP0482
 RP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS527167(NAD 83)
 RP0482_MARKER: DB = BENCH MARK DISK
 RP0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0482_STAMPING: D-30 1934
 RP0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0482+STABILITY: SURFACE MOTION
 RP0482
 RP0482  HISTORY     - Date     Condition        Report By
 RP0482  HISTORY     - 1934     MONUMENTED       CGS
 RP0482
 RP0482                          STATION DESCRIPTION
 RP0482
 RP0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0482'2.8 MI NW FROM MANTADOR.
 RP0482'2.8 MILES NORTHWEST OF DEPOT AT.  ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0482'SAULT STE MARIE RAILROAD, AT MILEPOLE NO. 216, 430 FEET SOUTHEAST OF
 RP0482'PRIVATE CROSSING.  AT RAILREST, 45 FEET SOUTHWEST OF CENTERLINE OF THE
 RP0482'TRACK, 2 FEET NORTHEAST OF RIGHT OF WAY FENCE AND 3 FEET BELOW LEVEL
 RP0482'OF TRACKS.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0482'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0714 ***********************************************************************
 SM0714  DESIGNATION -  D 300
 SM0714  PID         -  SM0714
 SM0714  STATE/COUNTY-  ND/EDDY
 SM0714  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0714
 SM0714                         *CURRENT SURVEY CONTROL
 SM0714  ___________________________________________________________________
 SM0714* NAD 83(1986)-  47 40 21.     (N)    098 35 22.     (W)     SCALED    
 SM0714* NAVD 88     -       466.499  (meters)    1530.51   (feet)  ADJUSTED  
 SM0714  ___________________________________________________________________
 SM0714  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SM0714  DYNAMIC HT  -         466.562 (meters)    1530.71  (feet)  COMP
 SM0714  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 SM0714
 SM0714  VERT ORDER  -  SECOND    CLASS 0
 SM0714
 SM0714.The horizontal coordinates were scaled from a topographic map and have
 SM0714.an estimated accuracy of +/- 6 seconds.
 SM0714
 SM0714.The orthometric height was determined by differential leveling
 SM0714.and adjusted by the National Geodetic Survey in June 1991..
 SM0714
 SM0714.The geoid height was determined by GEOID03.
 SM0714
 SM0714.The dynamic height is computed by dividing the NAVD 88
 SM0714.geopotential number by the normal gravity value computed on the
 SM0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0714.degrees latitude (g = 980.6199 gals.).
 SM0714
 SM0714.The modeled gravity was interpolated from observed gravity values.
 SM0714
 SM0714;                    North         East    Units  Estimated Accuracy
 SM0714;SPC ND N     -    76,550.      743,460.      MT  (+/- 180 meters Scaled)
 SM0714
 SM0714                          SUPERSEDED SURVEY CONTROL
 SM0714
 SM0714  NGVD 29 (??/??/92)  466.129  (m)         1529.29   (f) ADJ UNCH    2 0
 SM0714
 SM0714.Superseded values are not recommended for survey control.
 SM0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0714.See file dsdata.txt to determine how the superseded data were derived.
 SM0714
 SM0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT308799(NAD 83)
 SM0714_MARKER: DB = BENCH MARK DISK
 SM0714_SETTING: 80 = SET IN A BOULDER
 SM0714_SP_SET: BOULDER
 SM0714_STAMPING: D 300 1963
 SM0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0714+STABILITY: SURFACE MOTION
 SM0714
 SM0714  HISTORY     - Date     Condition        Report By
 SM0714  HISTORY     - 1963     MONUMENTED       CGS
 SM0714
 SM0714                          STATION DESCRIPTION
 SM0714
 SM0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0714'12.7 MI S FROM HAMAR.
 SM0714'1.05 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0714'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0714'11.1 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 15, IN THE SOUTHEAST
 SM0714'CORNER OF SECTION 33, T 149 N, R 62 W, 0.25 MILE SOUTH OF A VACANT
 SM0714'FARM HOUSE AND A GROVE OF TREES, 253 FEET SOUTH OF THE CENTER LINE OF
 SM0714'HIGHWAY 20, 64 FEET NORTH OF AND ACROSS A TRACK ROAD FROM A FENCE
 SM0714'LINE, 82 FEET SOUTH OF A POWER POLE, 42 FEET NORTH OF THE CENTER LINE
 SM0714'OF A TRACK ROAD LEADING WEST AND SET IN THE TOP OF A GRANITE BOULDER
 SM0714'PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1041 ***********************************************************************
 SL1041  DESIGNATION -  D 301
 SL1041  PID         -  SL1041
 SL1041  STATE/COUNTY-  ND/GRAND FORKS
 SL1041  USGS QUAD   -  NORTHWOOD NW (1970)
 SL1041
 SL1041                         *CURRENT SURVEY CONTROL
 SL1041  ___________________________________________________________________
 SL1041* NAD 83(1986)-  47 42 04.     (N)    097 42 37.     (W)     SCALED    
 SL1041* NAVD 88     -       381.531  (meters)    1251.74   (feet)  ADJUSTED  
 SL1041  ___________________________________________________________________
 SL1041  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 SL1041  DYNAMIC HT  -         381.585 (meters)    1251.92  (feet)  COMP
 SL1041  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 SL1041
 SL1041  VERT ORDER  -  SECOND    CLASS 0
 SL1041
 SL1041.The horizontal coordinates were scaled from a topographic map and have
 SL1041.an estimated accuracy of +/- 6 seconds.
 SL1041
 SL1041.The orthometric height was determined by differential leveling
 SL1041.and adjusted by the National Geodetic Survey in June 1991..
 SL1041
 SL1041.The geoid height was determined by GEOID03.
 SL1041
 SL1041.The dynamic height is computed by dividing the NAVD 88
 SL1041.geopotential number by the normal gravity value computed on the
 SL1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1041.degrees latitude (g = 980.6199 gals.).
 SL1041
 SL1041.The modeled gravity was interpolated from observed gravity values.
 SL1041
 SL1041;                    North         East    Units  Estimated Accuracy
 SL1041;SPC ND N     -    81,740.      809,330.      MT  (+/- 180 meters Scaled)
 SL1041
 SL1041                          SUPERSEDED SURVEY CONTROL
 SL1041
 SL1041  NGVD 29 (??/??/92)  381.168  (m)         1250.55   (f) ADJ UNCH    2 0
 SL1041
 SL1041.Superseded values are not recommended for survey control.
 SL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1041.See file dsdata.txt to determine how the superseded data were derived.
 SL1041
 SL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT967838(NAD 83)
 SL1041_MARKER: DB = BENCH MARK DISK
 SL1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1041_STAMPING: D 301 1963
 SL1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1041+STABILITY: SURFACE MOTION
 SL1041
 SL1041  HISTORY     - Date     Condition        Report By
 SL1041  HISTORY     - 1963     MONUMENTED       CGS
 SL1041  HISTORY     - 1968     GOOD             DOD
 SL1041
 SL1041                          STATION DESCRIPTION
 SL1041
 SL1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1041'9.2 MI SW FROM NORTHWOOD.
 SL1041'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1041'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1041'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 20, T
 SL1041'149 N, R 55 W, 72 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 SL1041'WITH A NORTH-SOUTH ROAD AND A TRAIL ROAD WEST, 58 FEET WEST OF THE
 SL1041'CENTER LINE OF THE ROAD, 60 FEET NORTH OF THE CENTER LINE OF THE TRAIL
 SL1041'ROAD, 14 FEET WEST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A METAL
 SL1041'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SL1041'CONCRETE POST PROJECTING 4 INCHES.  ADDITIONAL REPORT-- THENCE 2.0
 SL1041'MILES SOUTH ALONG A GRAVELED ROAD.  NOTE-- THE TELEPHONE POLE NO
 SL1041'LONGER EXISTS.
 SL1041
 SL1041                          STATION RECOVERY (1968)
 SL1041
 SL1041'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1008 ***********************************************************************
 SL1008  DESIGNATION -  D 302
 SL1008  PID         -  SL1008
 SL1008  STATE/COUNTY-  ND/STEELE
 SL1008  USGS QUAD   -  GOLDEN LAKE (1970)
 SL1008
 SL1008                         *CURRENT SURVEY CONTROL
 SL1008  ___________________________________________________________________
 SL1008* NAD 83(1986)-  47 34 22.     (N)    097 42 28.     (W)     SCALED    
 SL1008* NAVD 88     -       379.950  (meters)    1246.55   (feet)  ADJUSTED  
 SL1008  ___________________________________________________________________
 SL1008  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL1008  DYNAMIC HT  -         380.000 (meters)    1246.72  (feet)  COMP
 SL1008  MODELED GRAV-     980,731.4   (mgal)                       NAVD 88
 SL1008
 SL1008  VERT ORDER  -  SECOND    CLASS 0
 SL1008
 SL1008.The horizontal coordinates were scaled from a topographic map and have
 SL1008.an estimated accuracy of +/- 6 seconds.
 SL1008
 SL1008.The orthometric height was determined by differential leveling
 SL1008.and adjusted by the National Geodetic Survey in June 1991..
 SL1008
 SL1008.The geoid height was determined by GEOID03.
 SL1008
 SL1008.The dynamic height is computed by dividing the NAVD 88
 SL1008.geopotential number by the normal gravity value computed on the
 SL1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1008.degrees latitude (g = 980.6199 gals.).
 SL1008
 SL1008.The modeled gravity was interpolated from observed gravity values.
 SL1008
 SL1008;                    North         East    Units  Estimated Accuracy
 SL1008;SPC ND N     -    67,490.      810,030.      MT  (+/- 180 meters Scaled)
 SL1008
 SL1008                          SUPERSEDED SURVEY CONTROL
 SL1008
 SL1008  NGVD 29 (??/??/92)  379.592  (m)         1245.38   (f) ADJ UNCH    2 0
 SL1008
 SL1008.Superseded values are not recommended for survey control.
 SL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1008.See file dsdata.txt to determine how the superseded data were derived.
 SL1008
 SL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT971696(NAD 83)
 SL1008_MARKER: DB = BENCH MARK DISK
 SL1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1008_STAMPING: D 302 1963
 SL1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1008+STABILITY: SURFACE MOTION
 SL1008
 SL1008  HISTORY     - Date     Condition        Report By
 SL1008  HISTORY     - 1963     MONUMENTED       CGS
 SL1008
 SL1008                          STATION DESCRIPTION
 SL1008
 SL1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1008'9.8 MI NE FROM FINLEY.
 SL1008'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1008'FINLEY, THENCE 3.6 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 6, T
 SL1008'147 N, R 55 W, AT THE EAST END AND ON THE SOUTH SIDE OF A ROW OF
 SL1008'TREES, 72 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 100 YARDS
 SL1008'NORTH OF AN EAST-WEST TRAIL ROAD, 1.5 FEET WEST OF A METAL WITNESS
 SL1008'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL1008'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0569 ***********************************************************************
 SL0569  DESIGNATION -  D 303
 SL0569  PID         -  SL0569
 SL0569  STATE/COUNTY-  ND/STEELE
 SL0569  USGS QUAD   -  BLABON (1967)
 SL0569
 SL0569                         *CURRENT SURVEY CONTROL
 SL0569  ___________________________________________________________________
 SL0569* NAD 83(1986)-  47 29 06.     (N)    097 48 13.     (W)     SCALED    
 SL0569* NAVD 88     -       420.073  (meters)    1378.19   (feet)  ADJUSTED  
 SL0569  ___________________________________________________________________
 SL0569  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SL0569  DYNAMIC HT  -         420.120 (meters)    1378.34  (feet)  COMP
 SL0569  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 SL0569
 SL0569  VERT ORDER  -  SECOND    CLASS 0
 SL0569
 SL0569.The horizontal coordinates were scaled from a topographic map and have
 SL0569.an estimated accuracy of +/- 6 seconds.
 SL0569
 SL0569.The orthometric height was determined by differential leveling
 SL0569.and adjusted by the National Geodetic Survey in June 1991..
 SL0569
 SL0569.The geoid height was determined by GEOID03.
 SL0569
 SL0569.The dynamic height is computed by dividing the NAVD 88
 SL0569.geopotential number by the normal gravity value computed on the
 SL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0569.degrees latitude (g = 980.6199 gals.).
 SL0569
 SL0569.The modeled gravity was interpolated from observed gravity values.
 SL0569
 SL0569;                    North         East    Units  Estimated Accuracy
 SL0569;SPC ND N     -    57,480.      803,170.      MT  (+/- 180 meters Scaled)
 SL0569
 SL0569                          SUPERSEDED SURVEY CONTROL
 SL0569
 SL0569  NGVD 29 (??/??/92)  419.710  (m)         1377.00   (f) ADJ UNCH    2 0
 SL0569
 SL0569.Superseded values are not recommended for survey control.
 SL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0569.See file dsdata.txt to determine how the superseded data were derived.
 SL0569
 SL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT901597(NAD 83)
 SL0569_MARKER: DB = BENCH MARK DISK
 SL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0569_STAMPING: D 303 1963
 SL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0569+STABILITY: SURFACE MOTION
 SL0569
 SL0569  HISTORY     - Date     Condition        Report By
 SL0569  HISTORY     - 1963     MONUMENTED       CGS
 SL0569
 SL0569                          STATION DESCRIPTION
 SL0569
 SL0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0569'3.1 MI SE FROM FINLEY.
 SL0569'0.5 MILE SOUTH ALONG STATE HIGHWAYS 7 AND 32 FROM THE PUBLIC SCHOOL AT
 SL0569'FINLEY, THENCE 1.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY,
 SL0569'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 4, T 146 N, R
 SL0569'56 W, ABOUT 0.3 MILE EAST OF A FARMHOUSE, 75 FEET NORTH OF THE CENTER
 SL0569'LINE OF THE ROAD, 23 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A
 SL0569'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SL0569'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SL0569'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0888 ***********************************************************************
 SL0888  DESIGNATION -  D 304
 SL0888  PID         -  SL0888
 SL0888  STATE/COUNTY-  ND/STEELE
 SL0888  USGS QUAD   -  FINLEY (1967)
 SL0888
 SL0888                         *CURRENT SURVEY CONTROL
 SL0888  ___________________________________________________________________
 SL0888* NAD 83(1986)-  47 30 51.     (N)    097 46 16.     (W)     SCALED    
 SL0888* NAVD 88     -       408.979  (meters)    1341.79   (feet)  ADJUSTED  
 SL0888  ___________________________________________________________________
 SL0888  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SL0888  DYNAMIC HT  -         409.026 (meters)    1341.95  (feet)  COMP
 SL0888  MODELED GRAV-     980,716.6   (mgal)                       NAVD 88
 SL0888
 SL0888  VERT ORDER  -  SECOND    CLASS 0
 SL0888
 SL0888.The horizontal coordinates were scaled from a topographic map and have
 SL0888.an estimated accuracy of +/- 6 seconds.
 SL0888
 SL0888.The orthometric height was determined by differential leveling
 SL0888.and adjusted by the National Geodetic Survey in June 1991..
 SL0888
 SL0888.The geoid height was determined by GEOID03.
 SL0888
 SL0888.The dynamic height is computed by dividing the NAVD 88
 SL0888.geopotential number by the normal gravity value computed on the
 SL0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0888.degrees latitude (g = 980.6199 gals.).
 SL0888
 SL0888.The modeled gravity was interpolated from observed gravity values.
 SL0888
 SL0888;                    North         East    Units  Estimated Accuracy
 SL0888;SPC ND N     -    60,810.      805,500.      MT  (+/- 180 meters Scaled)
 SL0888
 SL0888                          SUPERSEDED SURVEY CONTROL
 SL0888
 SL0888  NGVD 29 (??/??/92)  408.616  (m)         1340.60   (f) ADJ UNCH    2 0
 SL0888
 SL0888.Superseded values are not recommended for survey control.
 SL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0888.See file dsdata.txt to determine how the superseded data were derived.
 SL0888
 SL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT925630(NAD 83)
 SL0888_MARKER: DB = BENCH MARK DISK
 SL0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0888_STAMPING: D 304 1963
 SL0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0888+STABILITY: SURFACE MOTION
 SL0888
 SL0888  HISTORY     - Date     Condition        Report By
 SL0888  HISTORY     - 1963     MONUMENTED       CGS
 SL0888  HISTORY     - 1968     GOOD             DOD
 SL0888
 SL0888                          STATION DESCRIPTION
 SL0888
 SL0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0888'3.0 MI E FROM FINLEY.
 SL0888'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0888'FINLEY, IN SECTION 26, T 147 N, R 56 W, AT A ROAD INTERSECTION, 104
 SL0888'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 91 FEET EAST OF THE
 SL0888'CENTER LINE OF A NORTH-SOUTH ROAD, 1.7 FEET WEST OF A METAL WITNESS
 SL0888'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SL0888'POST PROJECTING 8 INCHES.
 SL0888
 SL0888                          STATION RECOVERY (1968)
 SL0888
 SL0888'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0416 ***********************************************************************
 SM0416  DESIGNATION -  D 305
 SM0416  PID         -  SM0416
 SM0416  STATE/COUNTY-  ND/GRIGGS
 SM0416  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0416
 SM0416                         *CURRENT SURVEY CONTROL
 SM0416  ___________________________________________________________________
 SM0416* NAD 83(1986)-  47 26 31.     (N)    098 09 22.     (W)     SCALED    
 SM0416* NAVD 88     -       437.923  (meters)    1436.75   (feet)  ADJUSTED  
 SM0416  ___________________________________________________________________
 SM0416  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SM0416  DYNAMIC HT  -         437.971 (meters)    1436.91  (feet)  COMP
 SM0416  MODELED GRAV-     980,707.5   (mgal)                       NAVD 88
 SM0416
 SM0416  VERT ORDER  -  SECOND    CLASS 0
 SM0416
 SM0416.The horizontal coordinates were scaled from a topographic map and have
 SM0416.an estimated accuracy of +/- 6 seconds.
 SM0416
 SM0416.The orthometric height was determined by differential leveling
 SM0416.and adjusted by the National Geodetic Survey in June 1991..
 SM0416
 SM0416.The geoid height was determined by GEOID03.
 SM0416
 SM0416.The dynamic height is computed by dividing the NAVD 88
 SM0416.geopotential number by the normal gravity value computed on the
 SM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0416.degrees latitude (g = 980.6199 gals.).
 SM0416
 SM0416.The modeled gravity was interpolated from observed gravity values.
 SM0416
 SM0416;                    North         East    Units  Estimated Accuracy
 SM0416;SPC ND N     -    51,830.      776,760.      MT  (+/- 180 meters Scaled)
 SM0416
 SM0416                          SUPERSEDED SURVEY CONTROL
 SM0416
 SM0416  NGVD 29 (??/??/92)  437.567  (m)         1435.58   (f) ADJ UNCH    2 0
 SM0416
 SM0416.Superseded values are not recommended for survey control.
 SM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0416.See file dsdata.txt to determine how the superseded data were derived.
 SM0416
 SM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT636546(NAD 83)
 SM0416_MARKER: DB = BENCH MARK DISK
 SM0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0416_STAMPING: D 305 1963
 SM0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0416+STABILITY: SURFACE MOTION
 SM0416
 SM0416  HISTORY     - Date     Condition        Report By
 SM0416  HISTORY     - 1963     MONUMENTED       CGS
 SM0416
 SM0416                          STATION DESCRIPTION
 SM0416
 SM0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0416'1.5 MI W FROM COOPERSTOWN.
 SM0416'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0416'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0416'THENCE 0.6 MILE WEST ALONG STATE HIGHWAY 7, IN SECTION 27, T 146 N, R
 SM0416'59 W, AT AN INTERSECTION OF STATE HIGHWAY 7 AND A NORTH-SOUTH ROAD,
 SM0416'103 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 169 FEET WEST OF THE
 SM0416'CENTER LINE OF THE NORTH-SOUTH ROAD, 6 FEET EAST OF A POWER POLE WHICH
 SM0416'IS BRACED WITH A GUY WIRE, 1.6 FEET FROM A METAL WITNESS POST, ABOUT 3
 SM0416'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SM0416'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0265 ***********************************************************************
 SM0265  DESIGNATION -  D 306
 SM0265  PID         -  SM0265
 SM0265  STATE/COUNTY-  ND/NELSON
 SM0265  USGS QUAD   -  MC VILLE SE (1963)
 SM0265
 SM0265                         *CURRENT SURVEY CONTROL
 SM0265  ___________________________________________________________________
 SM0265* NAD 83(1986)-  47 45 32.     (N)    098 05 47.     (W)     SCALED    
 SM0265* NAVD 88     -       461.471  (meters)    1514.01   (feet)  ADJUSTED  
 SM0265  ___________________________________________________________________
 SM0265  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SM0265  DYNAMIC HT  -         461.543 (meters)    1514.25  (feet)  COMP
 SM0265  MODELED GRAV-     980,754.2   (mgal)                       NAVD 88
 SM0265
 SM0265  VERT ORDER  -  SECOND    CLASS 0
 SM0265
 SM0265.The horizontal coordinates were scaled from a topographic map and have
 SM0265.an estimated accuracy of +/- 6 seconds.
 SM0265
 SM0265.The orthometric height was determined by differential leveling
 SM0265.and adjusted by the National Geodetic Survey in June 1991..
 SM0265
 SM0265.The geoid height was determined by GEOID03.
 SM0265
 SM0265.The dynamic height is computed by dividing the NAVD 88
 SM0265.geopotential number by the normal gravity value computed on the
 SM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0265.degrees latitude (g = 980.6199 gals.).
 SM0265
 SM0265.The modeled gravity was interpolated from observed gravity values.
 SM0265
 SM0265;                    North         East    Units  Estimated Accuracy
 SM0265;SPC ND N     -    87,190.      780,170.      MT  (+/- 180 meters Scaled)
 SM0265
 SM0265                          SUPERSEDED SURVEY CONTROL
 SM0265
 SM0265  NGVD 29 (??/??/92)  461.107  (m)         1512.82   (f) ADJ UNCH    2 0
 SM0265
 SM0265.Superseded values are not recommended for survey control.
 SM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0265.See file dsdata.txt to determine how the superseded data were derived.
 SM0265
 SM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT677898(NAD 83)
 SM0265_MARKER: DB = BENCH MARK DISK
 SM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0265_STAMPING: D 306 1963
 SM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0265+STABILITY: SURFACE MOTION
 SM0265
 SM0265  HISTORY     - Date     Condition        Report By
 SM0265  HISTORY     - 1963     MONUMENTED       CGS
 SM0265
 SM0265                          STATION DESCRIPTION
 SM0265
 SM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0265'4.15 MI E FROM MCVILLE.
 SM0265'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0265'STATION AT MCVILLE, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 SM0265'THENCE 3.05 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 4, T 149 N, R
 SM0265'58 W, 155 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF GRAVELED
 SM0265'ROADS, 86 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 132 FEET EAST OF
 SM0265'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 57 FEET EAST OF A POWER POLE,
 SM0265'85 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.5 FEET
 SM0265'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 SM0265'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1038 ***********************************************************************
 SL1038  DESIGNATION -  D 307
 SL1038  PID         -  SL1038
 SL1038  STATE/COUNTY-  ND/STEELE
 SL1038  USGS QUAD   -  ANETA (1967)
 SL1038
 SL1038                         *CURRENT SURVEY CONTROL
 SL1038  ___________________________________________________________________
 SL1038* NAD 83(1986)-  47 39 33.     (N)    097 52 36.     (W)     SCALED    
 SL1038* NAVD 88     -       452.890  (meters)    1485.86   (feet)  ADJUSTED  
 SL1038  ___________________________________________________________________
 SL1038  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 SL1038  DYNAMIC HT  -         452.948 (meters)    1486.05  (feet)  COMP
 SL1038  MODELED GRAV-     980,726.2   (mgal)                       NAVD 88
 SL1038
 SL1038  VERT ORDER  -  SECOND    CLASS 0
 SL1038
 SL1038.The horizontal coordinates were scaled from a topographic map and have
 SL1038.an estimated accuracy of +/- 6 seconds.
 SL1038
 SL1038.The orthometric height was determined by differential leveling
 SL1038.and adjusted by the National Geodetic Survey in June 1991..
 SL1038
 SL1038.The geoid height was determined by GEOID03.
 SL1038
 SL1038.The dynamic height is computed by dividing the NAVD 88
 SL1038.geopotential number by the normal gravity value computed on the
 SL1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1038.degrees latitude (g = 980.6199 gals.).
 SL1038
 SL1038.The modeled gravity was interpolated from observed gravity values.
 SL1038
 SL1038;                    North         East    Units  Estimated Accuracy
 SL1038;SPC ND N     -    76,640.      797,010.      MT  (+/- 180 meters Scaled)
 SL1038
 SL1038                          SUPERSEDED SURVEY CONTROL
 SL1038
 SL1038  NGVD 29 (??/??/92)  452.519  (m)         1484.64   (f) ADJ UNCH    2 0
 SL1038
 SL1038.Superseded values are not recommended for survey control.
 SL1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1038.See file dsdata.txt to determine how the superseded data were derived.
 SL1038
 SL1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT843790(NAD 83)
 SL1038_MARKER: DB = BENCH MARK DISK
 SL1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1038_STAMPING: D 307 1963
 SL1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1038+STABILITY: SURFACE MOTION
 SL1038
 SL1038  HISTORY     - Date     Condition        Report By
 SL1038  HISTORY     - 1963     MONUMENTED       CGS
 SL1038
 SL1038                          STATION DESCRIPTION
 SL1038
 SL1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1038'8.9 MI NE FROM SHARON.
 SL1038'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1038'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1038'4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 SL1038'GRAVELED ROAD, IN SECTION 1, T 148 N, R 56 W, 75 FEET NORTH OF THE
 SL1038'CENTER LINE OF THE ROAD, 3 FEET EAST OF A POWER POLE, 1.6 FEET WEST OF
 SL1038'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 SL1038'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0400 ***********************************************************************
 SM0400  DESIGNATION -  D 308
 SM0400  PID         -  SM0400
 SM0400  STATE/COUNTY-  ND/GRIGGS
 SM0400  USGS QUAD   -  SUTTON NE (1961)
 SM0400
 SM0400                         *CURRENT SURVEY CONTROL
 SM0400  ___________________________________________________________________
 SM0400* NAD 83(1986)-  47 23 05.     (N)    098 22 18.     (W)     SCALED    
 SM0400* NAVD 88     -       439.969  (meters)    1443.46   (feet)  ADJUSTED  
 SM0400  ___________________________________________________________________
 SM0400  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SM0400  DYNAMIC HT  -         440.014 (meters)    1443.61  (feet)  COMP
 SM0400  MODELED GRAV-     980,701.4   (mgal)                       NAVD 88
 SM0400
 SM0400  VERT ORDER  -  SECOND    CLASS 0
 SM0400
 SM0400.The horizontal coordinates were scaled from a topographic map and have
 SM0400.an estimated accuracy of +/- 6 seconds.
 SM0400
 SM0400.The orthometric height was determined by differential leveling
 SM0400.and adjusted by the National Geodetic Survey in June 1991..
 SM0400
 SM0400.The geoid height was determined by GEOID03.
 SM0400
 SM0400.The dynamic height is computed by dividing the NAVD 88
 SM0400.geopotential number by the normal gravity value computed on the
 SM0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0400.degrees latitude (g = 980.6199 gals.).
 SM0400
 SM0400.The modeled gravity was interpolated from observed gravity values.
 SM0400
 SM0400;                    North         East    Units  Estimated Accuracy
 SM0400;SPC ND N     -    45,000.      760,690.      MT  (+/- 180 meters Scaled)
 SM0400
 SM0400                          SUPERSEDED SURVEY CONTROL
 SM0400
 SM0400  NGVD 29 (??/??/92)  439.612  (m)         1442.29   (f) ADJ UNCH    2 0
 SM0400
 SM0400.Superseded values are not recommended for survey control.
 SM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0400.See file dsdata.txt to determine how the superseded data were derived.
 SM0400
 SM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT474481(NAD 83)
 SM0400_MARKER: DB = BENCH MARK DISK
 SM0400_SETTING: 80 = SET IN A BOULDER
 SM0400_SP_SET: BOULDER
 SM0400_STAMPING: D 308 1963
 SM0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0400+STABILITY: SURFACE MOTION
 SM0400
 SM0400  HISTORY     - Date     Condition        Report By
 SM0400  HISTORY     - 1963     MONUMENTED       CGS
 SM0400
 SM0400                          STATION DESCRIPTION
 SM0400
 SM0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0400'3.0 MI NW FROM REVERE.
 SM0400'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0400'STATION AND PHONE BOOTH AT REVERE, THENCE 0.85 MILES NORTH ALONG A
 SM0400'GRAVELED ROAD, IN SECTION 12, T 145 N, R 61 W, AT A ROAD INTERSECTION,
 SM0400'174 FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH OF THE
 SM0400'CENTER LINE OF AN EAST-WEST ROAD, SET IN THE TOP OF A FLAT GRANITE
 SM0400'BOULDER, 7 FEET NORTH OF A FENCE, 7.0 FEET NORTH OF A METAL WITNESS
 SM0400'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND FLUSH WITH THE
 SM0400'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0193 ***********************************************************************
 SM0193  DESIGNATION -  D 309
 SM0193  PID         -  SM0193
 SM0193  STATE/COUNTY-  ND/GRIGGS
 SM0193  USGS QUAD   -  KLOTEN NW (1961)
 SM0193
 SM0193                         *CURRENT SURVEY CONTROL
 SM0193  ___________________________________________________________________
 SM0193* NAD 83(1986)-  47 39 33.     (N)    098 10 36.     (W)     SCALED    
 SM0193* NAVD 88     -       441.337  (meters)    1447.95   (feet)  ADJUSTED  
 SM0193  ___________________________________________________________________
 SM0193  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 SM0193  DYNAMIC HT  -         441.403 (meters)    1448.17  (feet)  COMP
 SM0193  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 SM0193
 SM0193  VERT ORDER  -  SECOND    CLASS 0
 SM0193
 SM0193.The horizontal coordinates were scaled from a topographic map and have
 SM0193.an estimated accuracy of +/- 6 seconds.
 SM0193
 SM0193.The orthometric height was determined by differential leveling
 SM0193.and adjusted by the National Geodetic Survey in June 1991..
 SM0193
 SM0193.The geoid height was determined by GEOID03.
 SM0193
 SM0193.The dynamic height is computed by dividing the NAVD 88
 SM0193.geopotential number by the normal gravity value computed on the
 SM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0193.degrees latitude (g = 980.6199 gals.).
 SM0193
 SM0193.The modeled gravity was interpolated from observed gravity values.
 SM0193
 SM0193;                    North         East    Units  Estimated Accuracy
 SM0193;SPC ND N     -    75,920.      774,490.      MT  (+/- 180 meters Scaled)
 SM0193
 SM0193                          SUPERSEDED SURVEY CONTROL
 SM0193
 SM0193  NGVD 29 (??/??/92)  440.981  (m)         1446.79   (f) ADJ UNCH    2 0
 SM0193
 SM0193.Superseded values are not recommended for survey control.
 SM0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0193.See file dsdata.txt to determine how the superseded data were derived.
 SM0193
 SM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT618787(NAD 83)
 SM0193_MARKER: DB = BENCH MARK DISK
 SM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0193_STAMPING: D 309 1963
 SM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0193+STABILITY: SURFACE MOTION
 SM0193
 SM0193  HISTORY     - Date     Condition        Report By
 SM0193  HISTORY     - 1963     MONUMENTED       CGS
 SM0193
 SM0193                          STATION DESCRIPTION
 SM0193
 SM0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0193'8.45 MI S FROM MCVILLE.
 SM0193'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0193'STATION AT MCVILLE, THENCE 6.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0193'THENCE 0.7 MILE WEST ALONG COUNTY ROAD 35, THENCE 0.85 MILE SOUTH
 SM0193'ALONG A GRAVELED ROAD, OR ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65
 SM0193'FROM THE NORTHERN PACIFIC RAILWAY STATION AT BINFORD, THENCE 2.15
 SM0193'MILES EAST ALONG A TRAIL ROAD TO A FARMHOUSE, THENCE 1.2 MILES EAST
 SM0193'ALONG A DIM TRAIL ROAD, THENCE 7.1 MILES NORTH ALONG A GRAVELED ROAD,
 SM0193'IN SECTION 9, T 148 N, R 59 W, 115 FEET WEST OF THE CENTER LINE OF THE
 SM0193'GRAVELED ROAD, 22 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD
 SM0193'LEADING WEST, 54 FEET WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A
 SM0193'FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0193'TRAIL ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0534 ***********************************************************************
 RP0534  DESIGNATION -  D 31
 RP0534  PID         -  RP0534
 RP0534  STATE/COUNTY-  ND/RANSOM
 RP0534  USGS QUAD   -  ELLIOTT SW (1957)
 RP0534
 RP0534                         *CURRENT SURVEY CONTROL
 RP0534  ___________________________________________________________________
 RP0534* NAD 83(1986)-  46 22 23.     (N)    097 59 33.     (W)     SCALED    
 RP0534* NAVD 88     -       418.575  (meters)    1373.27   (feet)  ADJUSTED  
 RP0534  ___________________________________________________________________
 RP0534  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 RP0534  DYNAMIC HT  -         418.587 (meters)    1373.31  (feet)  COMP
 RP0534  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 RP0534
 RP0534  VERT ORDER  -  SECOND    CLASS 0
 RP0534
 RP0534.The horizontal coordinates were scaled from a topographic map and have
 RP0534.an estimated accuracy of +/- 6 seconds.
 RP0534
 RP0534.The orthometric height was determined by differential leveling
 RP0534.and adjusted by the National Geodetic Survey in June 1991..
 RP0534
 RP0534.The geoid height was determined by GEOID03.
 RP0534
 RP0534.The dynamic height is computed by dividing the NAVD 88
 RP0534.geopotential number by the normal gravity value computed on the
 RP0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0534.degrees latitude (g = 980.6199 gals.).
 RP0534
 RP0534.The modeled gravity was interpolated from observed gravity values.
 RP0534
 RP0534;                    North         East    Units  Estimated Accuracy
 RP0534;SPC ND S     -    81,600.      792,890.      MT  (+/- 180 meters Scaled)
 RP0534
 RP0534                          SUPERSEDED SURVEY CONTROL
 RP0534
 RP0534  NGVD 29 (??/??/92)  418.244  (m)         1372.19   (f) ADJ UNCH    2 0
 RP0534
 RP0534.Superseded values are not recommended for survey control.
 RP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0534.See file dsdata.txt to determine how the superseded data were derived.
 RP0534
 RP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS774359(NAD 83)
 RP0534_MARKER: DB = BENCH MARK DISK
 RP0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0534_STAMPING: D 31 1934
 RP0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0534+STABILITY: SURFACE MOTION
 RP0534
 RP0534  HISTORY     - Date     Condition        Report By
 RP0534  HISTORY     - 1934     MONUMENTED       CGS
 RP0534
 RP0534                          STATION DESCRIPTION
 RP0534
 RP0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0534'4.1 MI SW FROM ENGLEVALE.
 RP0534'4.1 MILES SOUTHWEST ALONG THE NORTHERN  PACIFIC RAILWAY FROM THE
 RP0534'STATION AT ENGLEVALE, RANSOM COUNTY, ABOUT 22 POLES WEST OF MILEPOST
 RP0534'71, ABOUT 45 FEET EAST OF THE CENTER OF A PUBLIC-ROAD CROSSING, 43
 RP0534'FEET NORTH OF THE CENTER LINE OF THE TRACK, 20 FEET WEST OF A POLE, 5
 RP0534'FEET EAST AND 2 FEET SOUTH OF A CORNER OF THE RIGHT-OF-WAY FENCE, AND
 RP0534'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 31
 RP0534'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0369 ***********************************************************************
 RP0369  DESIGNATION -  D 32
 RP0369  PID         -  RP0369
 RP0369  STATE/COUNTY-  ND/RICHLAND
 RP0369  USGS QUAD   -  CHRISTINE (1979)
 RP0369
 RP0369                         *CURRENT SURVEY CONTROL
 RP0369  ___________________________________________________________________
 RP0369* NAD 83(1986)-  46 34 27.     (N)    096 48 03.     (W)     SCALED    
 RP0369* NAVD 88     -       283.474  (meters)     930.03   (feet)  ADJUSTED  
 RP0369  ___________________________________________________________________
 RP0369  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0369  DYNAMIC HT  -         283.493 (meters)     930.09  (feet)  COMP
 RP0369  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 RP0369
 RP0369  VERT ORDER  -  SECOND    CLASS 0
 RP0369
 RP0369.The horizontal coordinates were scaled from a topographic map and have
 RP0369.an estimated accuracy of +/- 6 seconds.
 RP0369
 RP0369.The orthometric height was determined by differential leveling
 RP0369.and adjusted by the National Geodetic Survey in June 1991..
 RP0369
 RP0369.The geoid height was determined by GEOID03.
 RP0369
 RP0369.The dynamic height is computed by dividing the NAVD 88
 RP0369.geopotential number by the normal gravity value computed on the
 RP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0369.degrees latitude (g = 980.6199 gals.).
 RP0369
 RP0369.The modeled gravity was interpolated from observed gravity values.
 RP0369
 RP0369;                    North         East    Units  Estimated Accuracy
 RP0369;SPC ND S     -   107,550.      883,450.      MT  (+/- 180 meters Scaled)
 RP0369
 RP0369                          SUPERSEDED SURVEY CONTROL
 RP0369
 RP0369  NGVD 29 (??/??/92)  283.171  (m)          929.04   (f) ADJ UNCH    2 0
 RP0369
 RP0369.Superseded values are not recommended for survey control.
 RP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0369.See file dsdata.txt to determine how the superseded data were derived.
 RP0369
 RP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS685601(NAD 83)
 RP0369_MARKER: DB = BENCH MARK DISK
 RP0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0369_SP_SET: STEP
 RP0369_STAMPING: D 32 1934
 RP0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0369
 RP0369  HISTORY     - Date     Condition        Report By
 RP0369  HISTORY     - 1934     MONUMENTED       CGS
 RP0369  HISTORY     - 1962     GOOD             NGS
 RP0369  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0369
 RP0369                          STATION DESCRIPTION
 RP0369
 RP0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0369'IN CHRISTINE.
 RP0369'AT CHRISTINE, RICHLAND COUNTY, ABOUT 1 BLOCK WEST OF THE CHICAGO,
 RP0369'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, AT THE FRONT (WEST)
 RP0369'ENTRANCE TO THE PUBLIC SCHOOL BUILDING, AT THE SOUTH SIDE OF THE SOUTH
 RP0369'COLONNADE, AND IN THE TOP OF THE TOP CONCRETE STEP.  A STANDARD DISK,
 RP0369'STAMPED D 32 1934.  NOTE-- THE SCHOOL IS ABOUT 0.15 MILE EAST OF THE
 RP0369'RAILROAD STATION.
 RP0369
 RP0369                          STATION RECOVERY (1990)
 RP0369
 RP0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0552 ***********************************************************************
 TG0552  DESIGNATION -  D 325
 TG0552  PID         -  TG0552
 TG0552  STATE/COUNTY-  ND/MOUNTRAIL
 TG0552  USGS QUAD   -  LOSTWOOD (1981)
 TG0552
 TG0552                         *CURRENT SURVEY CONTROL
 TG0552  ___________________________________________________________________
 TG0552* NAD 83(1986)-  48 23 13.     (N)    102 24 26.     (W)     SCALED    
 TG0552* NAVD 88     -       684.709  (meters)    2246.42   (feet)  ADJUSTED  
 TG0552  ___________________________________________________________________
 TG0552  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0552  DYNAMIC HT  -         684.823 (meters)    2246.79  (feet)  COMP
 TG0552  MODELED GRAV-     980,753.6   (mgal)                       NAVD 88
 TG0552
 TG0552  VERT ORDER  -  SECOND    CLASS 0
 TG0552
 TG0552.The horizontal coordinates were scaled from a topographic map and have
 TG0552.an estimated accuracy of +/- 6 seconds.
 TG0552
 TG0552.The orthometric height was determined by differential leveling
 TG0552.and adjusted by the National Geodetic Survey in June 1991..
 TG0552.WARNING-Repeat measurements at this control monument indicate possible
 TG0552.vertical movement.
 TG0552
 TG0552.The geoid height was determined by GEOID03.
 TG0552
 TG0552.The dynamic height is computed by dividing the NAVD 88
 TG0552.geopotential number by the normal gravity value computed on the
 TG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0552.degrees latitude (g = 980.6199 gals.).
 TG0552
 TG0552.The modeled gravity was interpolated from observed gravity values.
 TG0552
 TG0552;                    North         East    Units  Estimated Accuracy
 TG0552;SPC ND N     -   155,950.      458,760.      MT  (+/- 180 meters Scaled)
 TG0552
 TG0552                          SUPERSEDED SURVEY CONTROL
 TG0552
 TG0552  NGVD 29 (??/??/92)  684.259  (m)         2244.94   (f) ADJ UNCH    2 0
 TG0552
 TG0552.Superseded values are not recommended for survey control.
 TG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0552.See file dsdata.txt to determine how the superseded data were derived.
 TG0552
 TG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP919625(NAD 83)
 TG0552_MARKER: DB = BENCH MARK DISK
 TG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0552_STAMPING: D 325 1935
 TG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0552+STABILITY: SURFACE MOTION
 TG0552
 TG0552  HISTORY     - Date     Condition        Report By
 TG0552  HISTORY     - 1935     MONUMENTED       CGS
 TG0552  HISTORY     - 1963     GOOD             NGS
 TG0552
 TG0552                          STATION DESCRIPTION
 TG0552
 TG0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0552'5.0 MI N FROM STANLEY.
 TG0552'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0552'STANLEY, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, 168 FEET
 TG0552'NORTHEAST OF THE INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND
 TG0552'EAST AND A GRADED DIRT ROAD LEADING WEST AND NORTH, 161 FEET EAST OF
 TG0552'THE CENTERLINE OF THE ROAD LEADING NORTH, 60 FEET NORTH OF THE
 TG0552'CENTERLINE OF THE ROAD LEADING EAST, 44 FEET NORTHEAST OF A TELEPHONE
 TG0552'POLE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TG0552'THE LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP OF A CONCRETE
 TG0552'POST PROJECTING 2 INCHES, S 26, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0996 ***********************************************************************
 TG0996  DESIGNATION -  D 327
 TG0996  PID         -  TG0996
 TG0996  STATE/COUNTY-  ND/BURKE
 TG0996  USGS QUAD   -  LUNDS VALLEY (1978)
 TG0996
 TG0996                         *CURRENT SURVEY CONTROL
 TG0996  ___________________________________________________________________
 TG0996* NAD 83(1986)-  48 36 15.     (N)    102 34 54.     (W)     SCALED    
 TG0996* NAVD 88     -       708.885  (meters)    2325.73   (feet)  ADJUSTED  
 TG0996  ___________________________________________________________________
 TG0996  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG0996  DYNAMIC HT  -         709.013 (meters)    2326.15  (feet)  COMP
 TG0996  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TG0996
 TG0996  VERT ORDER  -  SECOND    CLASS 0
 TG0996
 TG0996.The horizontal coordinates were scaled from a topographic map and have
 TG0996.an estimated accuracy of +/- 6 seconds.
 TG0996
 TG0996.The orthometric height was determined by differential leveling
 TG0996.and adjusted by the National Geodetic Survey in June 1991..
 TG0996
 TG0996.The geoid height was determined by GEOID03.
 TG0996
 TG0996.The dynamic height is computed by dividing the NAVD 88
 TG0996.geopotential number by the normal gravity value computed on the
 TG0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0996.degrees latitude (g = 980.6199 gals.).
 TG0996
 TG0996.The modeled gravity was interpolated from observed gravity values.
 TG0996
 TG0996;                    North         East    Units  Estimated Accuracy
 TG0996;SPC ND N     -   180,430.      446,500.      MT  (+/- 180 meters Scaled)
 TG0996
 TG0996                          SUPERSEDED SURVEY CONTROL
 TG0996
 TG0996  NGVD 29 (??/??/92)  708.439  (m)         2324.27   (f) ADJ UNCH    2 0
 TG0996
 TG0996.Superseded values are not recommended for survey control.
 TG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0996.See file dsdata.txt to determine how the superseded data were derived.
 TG0996
 TG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP782862(NAD 83)
 TG0996_MARKER: DB = BENCH MARK DISK
 TG0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0996_STAMPING: D 327 1935
 TG0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0996+STABILITY: SURFACE MOTION
 TG0996
 TG0996  HISTORY     - Date     Condition        Report By
 TG0996  HISTORY     - 1935     MONUMENTED       CGS
 TG0996  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0996
 TG0996                          STATION DESCRIPTION
 TG0996
 TG0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0996'3.0 MI E FROM POWERS LAKE.
 TG0996'3.0 MILES EAST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, BURKE COUNTY,
 TG0996'THENCE 3.1 MILES NORTH ALONG THE LIGNITE ROAD.  500 FEET EAST OF A
 TG0996'SCHOOLYARD, AT A FARM ENTRANCE, 51 FEET WEST OF THE CENTERLINE OF THE
 TG0996'ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE FARM ENTRANCE, AND ABOUT
 TG0996'3 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED D 327 1935 AND
 TG0996'SET IN THE TOP OF A CONCRETE POST.
 TG0996
 TG0996                          STATION RECOVERY (1974)
 TG0996
 TG0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0329 ***********************************************************************
 TG0329  DESIGNATION -  D 328
 TG0329  PID         -  TG0329
 TG0329  STATE/COUNTY-  ND/WARD
 TG0329  USGS QUAD   -  NIOBE (1949)
 TG0329
 TG0329                         *CURRENT SURVEY CONTROL
 TG0329  ___________________________________________________________________
 TG0329* NAD 83(1986)-  48 38 00.     (N)    102 12 46.     (W)     SCALED    
 TG0329* NAVD 88     -       651.670  (meters)    2138.02   (feet)  ADJUSTED  
 TG0329  ___________________________________________________________________
 TG0329  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TG0329  DYNAMIC HT  -         651.790 (meters)    2138.41  (feet)  COMP
 TG0329  MODELED GRAV-     980,772.3   (mgal)                       NAVD 88
 TG0329
 TG0329  VERT ORDER  -  SECOND    CLASS 0
 TG0329
 TG0329.The horizontal coordinates were scaled from a topographic map and have
 TG0329.an estimated accuracy of +/- 6 seconds.
 TG0329
 TG0329.The orthometric height was determined by differential leveling
 TG0329.and adjusted by the National Geodetic Survey in June 1991..
 TG0329
 TG0329.The geoid height was determined by GEOID03.
 TG0329
 TG0329.The dynamic height is computed by dividing the NAVD 88
 TG0329.geopotential number by the normal gravity value computed on the
 TG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0329.degrees latitude (g = 980.6199 gals.).
 TG0329
 TG0329.The modeled gravity was interpolated from observed gravity values.
 TG0329
 TG0329;                    North         East    Units  Estimated Accuracy
 TG0329;SPC ND N     -   183,010.      473,770.      MT  (+/- 180 meters Scaled)
 TG0329
 TG0329                          SUPERSEDED SURVEY CONTROL
 TG0329
 TG0329  NGVD 29 (??/??/92)  651.246  (m)         2136.63   (f) ADJ UNCH    2 0
 TG0329
 TG0329.Superseded values are not recommended for survey control.
 TG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0329.See file dsdata.txt to determine how the superseded data were derived.
 TG0329
 TG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP053904(NAD 83)
 TG0329_MARKER: DB = BENCH MARK DISK
 TG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0329_STAMPING: D 328 1935
 TG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0329+STABILITY: SURFACE MOTION
 TG0329
 TG0329  HISTORY     - Date     Condition        Report By
 TG0329  HISTORY     - 1935     MONUMENTED       CGS
 TG0329
 TG0329                          STATION DESCRIPTION
 TG0329
 TG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0329'4.0 MI S FROM NIOBE.
 TG0329'4.0 MILES SOUTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION
 TG0329'AT NIOBE, WARD COUNTY, AT A ROAD INTERSECTION, 42 FEET NORTH OF THE
 TG0329'CENTERLINE OF THE EAST-AND-WEST ROAD, 24 FEET WEST OF THE CENTERLINE
 TG0329'OF THE NORTH-AND-SOUTH ROAD, 2 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND
 TG0329'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 328 1935 AND SET IN
 TG0329'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0193 ***********************************************************************
 TG0193  DESIGNATION -  D 329
 TG0193  PID         -  TG0193
 TG0193  STATE/COUNTY-  ND/BURKE
 TG0193  USGS QUAD   -  WOBURN (1948)
 TG0193
 TG0193                         *CURRENT SURVEY CONTROL
 TG0193  ___________________________________________________________________
 TG0193* NAD 83(1986)-  48 51 02.     (N)    102 24 51.     (W)     SCALED    
 TG0193* NAVD 88     -       591.652  (meters)    1941.11   (feet)  ADJUSTED  
 TG0193  ___________________________________________________________________
 TG0193  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 TG0193  DYNAMIC HT  -         591.780 (meters)    1941.53  (feet)  COMP
 TG0193  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 TG0193
 TG0193  VERT ORDER  -  FIRST     CLASS II
 TG0193
 TG0193.The horizontal coordinates were scaled from a topographic map and have
 TG0193.an estimated accuracy of +/- 6 seconds.
 TG0193
 TG0193.The orthometric height was determined by differential leveling
 TG0193.and adjusted by the National Geodetic Survey in June 1991..
 TG0193.WARNING-Repeat measurements at this control monument indicate possible
 TG0193.vertical movement.
 TG0193
 TG0193.The geoid height was determined by GEOID03.
 TG0193
 TG0193.The dynamic height is computed by dividing the NAVD 88
 TG0193.geopotential number by the normal gravity value computed on the
 TG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0193.degrees latitude (g = 980.6199 gals.).
 TG0193
 TG0193.The modeled gravity was interpolated from observed gravity values.
 TG0193
 TG0193;                    North         East    Units  Estimated Accuracy
 TG0193;SPC ND N     -   207,500.      459,530.      MT  (+/- 180 meters Scaled)
 TG0193
 TG0193                          SUPERSEDED SURVEY CONTROL
 TG0193
 TG0193  NGVD 29 (??/??/92)  591.247  (m)         1939.78   (f) ADJ UNCH    1 2
 TG0193
 TG0193.Superseded values are not recommended for survey control.
 TG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0193.See file dsdata.txt to determine how the superseded data were derived.
 TG0193
 TG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ896140(NAD 83)
 TG0193_MARKER: DB = BENCH MARK DISK
 TG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0193_STAMPING: D 329 1935
 TG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0193+STABILITY: SURFACE MOTION
 TG0193
 TG0193  HISTORY     - Date     Condition        Report By
 TG0193  HISTORY     - 1935     MONUMENTED       CGS
 TG0193  HISTORY     - 1963     GOOD             NGS
 TG0193
 TG0193                          STATION DESCRIPTION
 TG0193
 TG0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0193'4.3 MI SW FROM FLAXTON.
 TG0193'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0193'AT FLAXTON, THENCE 0.8 MILE WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0193'RAILROAD, THENCE 0.5 MILE SOUTH ALONG A TRAIL ROAD, THENCE 3.0 MILES
 TG0193'SOUTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, IN SECTION 18, T
 TG0193'162 N, R 91 W, 46 FEET EAST OF THE CENTER LINE OF A ROAD, 47 FEET
 TG0193'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, WEST OF A METAL WITNESS
 TG0193'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0193'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0242 ***********************************************************************
 RP0242  DESIGNATION -  D 33
 RP0242  PID         -  RP0242
 RP0242  STATE/COUNTY-  ND/RICHLAND
 RP0242  USGS QUAD   -  SONORA (1972)
 RP0242
 RP0242                         *CURRENT SURVEY CONTROL
 RP0242  ___________________________________________________________________
 RP0242* NAD 83(1986)-  46 03 56.     (N)    096 38 13.     (W)     SCALED    
 RP0242* NAVD 88     -       300.539  (meters)     986.02   (feet)  ADJUSTED  
 RP0242  ___________________________________________________________________
 RP0242  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP0242  DYNAMIC HT  -         300.540 (meters)     986.02  (feet)  COMP
 RP0242  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 RP0242
 RP0242  VERT ORDER  -  SECOND    CLASS 0
 RP0242
 RP0242.The horizontal coordinates were scaled from a topographic map and have
 RP0242.an estimated accuracy of +/- 6 seconds.
 RP0242
 RP0242.The orthometric height was determined by differential leveling
 RP0242.and adjusted by the National Geodetic Survey in June 1991..
 RP0242
 RP0242.The geoid height was determined by GEOID03.
 RP0242
 RP0242.The dynamic height is computed by dividing the NAVD 88
 RP0242.geopotential number by the normal gravity value computed on the
 RP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0242.degrees latitude (g = 980.6199 gals.).
 RP0242
 RP0242.The modeled gravity was interpolated from observed gravity values.
 RP0242
 RP0242;                    North         East    Units  Estimated Accuracy
 RP0242;SPC ND S     -    51,690.      898,780.      MT  (+/- 180 meters Scaled)
 RP0242
 RP0242                          SUPERSEDED SURVEY CONTROL
 RP0242
 RP0242  NGVD 29 (??/??/92)  300.328  (m)          985.33   (f) ADJ UNCH    2 0
 RP0242
 RP0242.Superseded values are not recommended for survey control.
 RP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0242.See file dsdata.txt to determine how the superseded data were derived.
 RP0242
 RP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS827040(NAD 83)
 RP0242_MARKER: DB = BENCH MARK DISK
 RP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0242_STAMPING: D 33 1934
 RP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0242+STABILITY: SURFACE MOTION
 RP0242
 RP0242  HISTORY     - Date     Condition        Report By
 RP0242  HISTORY     - 1934     MONUMENTED       CGS
 RP0242  HISTORY     - 1958     MARK NOT FOUND   NGS
 RP0242  HISTORY     - 1972     MARK NOT FOUND   USGS
 RP0242  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0242
 RP0242                          STATION DESCRIPTION
 RP0242
 RP0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RP0242'1.5 MI W FROM FAIRMOUNT.
 RP0242'1.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0242'FAIRMOUNT, RICHLAND COUNTY, 100 FEET EAST OF THE STATION AT DEVILLE, 1
 RP0242'POLE EAST OF MILEPOST 13, 200 FEET EAST OF A PUBLIC-ROAD CROSSING, 75
 RP0242'FEET NORTH OF THE CENTERLINE OF THE TRACK, 20 FEET SOUTH OF A POLE,
 RP0242'AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 33 1934
 RP0242'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RR TRACKS REMOVED AND
 RP0242'RR BED PLOWED UP.
 RP0242
 RP0242                          STATION RECOVERY (1972)
 RP0242
 RP0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RP0242'MARK NOT FOUND.
 RP0242
 RP0242                          STATION RECOVERY (1990)
 RP0242
 RP0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1032 ***********************************************************************
 TG1032  DESIGNATION -  D 331
 TG1032  PID         -  TG1032
 TG1032  STATE/COUNTY-  ND/BURKE
 TG1032  USGS QUAD   -  GRUBB LAKE (1974)
 TG1032
 TG1032                         *CURRENT SURVEY CONTROL
 TG1032  ___________________________________________________________________
 TG1032* NAD 83(1986)-  48 43 25.     (N)    102 40 38.     (W)     SCALED    
 TG1032* NAVD 88     -       750.659  (meters)    2462.79   (feet)  ADJUSTED  
 TG1032  ___________________________________________________________________
 TG1032  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG1032  DYNAMIC HT  -         750.796 (meters)    2463.24  (feet)  COMP
 TG1032  MODELED GRAV-     980,767.3   (mgal)                       NAVD 88
 TG1032
 TG1032  VERT ORDER  -  SECOND    CLASS 0
 TG1032
 TG1032.The horizontal coordinates were scaled from a topographic map and have
 TG1032.an estimated accuracy of +/- 6 seconds.
 TG1032
 TG1032.The orthometric height was determined by differential leveling
 TG1032.and adjusted by the National Geodetic Survey in June 1991..
 TG1032
 TG1032.The geoid height was determined by GEOID03.
 TG1032
 TG1032.The dynamic height is computed by dividing the NAVD 88
 TG1032.geopotential number by the normal gravity value computed on the
 TG1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1032.degrees latitude (g = 980.6199 gals.).
 TG1032
 TG1032.The modeled gravity was interpolated from observed gravity values.
 TG1032
 TG1032;                    North         East    Units  Estimated Accuracy
 TG1032;SPC ND N     -   193,910.      439,830.      MT  (+/- 180 meters Scaled)
 TG1032
 TG1032                          SUPERSEDED SURVEY CONTROL
 TG1032
 TG1032  NGVD 29 (??/??/92)  750.201  (m)         2461.28   (f) ADJ UNCH    2 0
 TG1032
 TG1032.Superseded values are not recommended for survey control.
 TG1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1032.See file dsdata.txt to determine how the superseded data were derived.
 TG1032
 TG1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP708993(NAD 83)
 TG1032_MARKER: DB = BENCH MARK DISK
 TG1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1032_STAMPING: D 331 1935
 TG1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1032+STABILITY: SURFACE MOTION
 TG1032
 TG1032  HISTORY     - Date     Condition        Report By
 TG1032  HISTORY     - 1935     MONUMENTED       CGS
 TG1032  HISTORY     - 1974     GOOD             USGS
 TG1032
 TG1032                          STATION DESCRIPTION
 TG1032
 TG1032'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG1032'13.30 MI NW FROM POWERS LAKE.
 TG1032'FROM POST OFFICE IN POWERS LAKE GO 1/2 BLK. N. THENCE 1 BLK. W. THENCE
 TG1032'0.45 MI. N. TO STATE HIGHWAY 50, THENCE W. 1.1 MI. TO T-ROAD N.,
 TG1032'COUNTY RD. NO. 7, THENCE N. ALONG MAIN TRAVELED ROAD 5.0 MI., W. 1.0
 TG1032'MI. AND N. 4.7 MI TO TRACK RD. E., THENCE E. ON TRACK RD. 0.15 MI. TO
 TG1032'TOP OF HILL AND FIELD CORNER, THENCE NW. ALONG FIELD EDGES 0.5 MI. TO
 TG1032'FENCE, THENCE E. ALONG FENCE 0.2 MI. TO CORNER IN POND, THENCE CROSS
 TG1032'COUNTRY PARALLEL TO FENCE N. 0.2 MI. TO BM, 48 FT. E. OF FENCE 39 FT.
 TG1032'S. OF S. TIP TI.  A STANDARD CAP STAMPED AS ABOVE IN CONCRETE POST
 TG1032'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0980 ***********************************************************************
 TG0980  DESIGNATION -  D 332
 TG0980  PID         -  TG0980
 TG0980  STATE/COUNTY-  ND/BURKE
 TG0980  USGS QUAD   -  GRAND VIEW (1974)
 TG0980
 TG0980                         *CURRENT SURVEY CONTROL
 TG0980  ___________________________________________________________________
 TG0980* NAD 83(1986)-  48 42 20.     (N)    102 45 19.     (W)     SCALED    
 TG0980* NAVD 88     -       753.762  (meters)    2472.97   (feet)  ADJUSTED  
 TG0980  ___________________________________________________________________
 TG0980  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TG0980  DYNAMIC HT  -         753.896 (meters)    2473.41  (feet)  COMP
 TG0980  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 TG0980
 TG0980  VERT ORDER  -  SECOND    CLASS 0
 TG0980
 TG0980.The horizontal coordinates were scaled from a topographic map and have
 TG0980.an estimated accuracy of +/- 6 seconds.
 TG0980
 TG0980.The orthometric height was determined by differential leveling
 TG0980.and adjusted by the National Geodetic Survey in June 1991..
 TG0980
 TG0980.The geoid height was determined by GEOID03.
 TG0980
 TG0980.The dynamic height is computed by dividing the NAVD 88
 TG0980.geopotential number by the normal gravity value computed on the
 TG0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0980.degrees latitude (g = 980.6199 gals.).
 TG0980
 TG0980.The modeled gravity was interpolated from observed gravity values.
 TG0980
 TG0980;                    North         East    Units  Estimated Accuracy
 TG0980;SPC ND N     -   192,060.      434,030.      MT  (+/- 180 meters Scaled)
 TG0980
 TG0980                          SUPERSEDED SURVEY CONTROL
 TG0980
 TG0980  NGVD 29 (??/??/92)  753.295  (m)         2471.44   (f) ADJ UNCH    2 0
 TG0980
 TG0980.Superseded values are not recommended for survey control.
 TG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0980.See file dsdata.txt to determine how the superseded data were derived.
 TG0980
 TG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP651971(NAD 83)
 TG0980_MARKER: DB = BENCH MARK DISK
 TG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0980_STAMPING: D 332 1935
 TG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0980+STABILITY: SURFACE MOTION
 TG0980
 TG0980  HISTORY     - Date     Condition        Report By
 TG0980  HISTORY     - 1935     MONUMENTED       CGS
 TG0980  HISTORY     - 1974     GOOD             USGS
 TG0980
 TG0980                          STATION DESCRIPTION
 TG0980
 TG0980'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG0980'9.7 MI NE FROM BATTLEVIEW.
 TG0980'FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 50, 0.7 MI. EAST OF
 TG0980'BATTLEVIEW, GO NORTH ON STATE 40 FOR 8.65 MI. TO ROAD JUNCTION RIGHT,
 TG0980'THENCE RIGHT ON OLD COUNTY ROAD FOR 0.4 MI. TO T-ROAD E. AND BM.  BM
 TG0980'IS ON SMALL RISE 79 FT. E. AND 64 FT. N. OF T-RD., A STANDARD CAP
 TG0980'STAMPED AS ABOVE AND SET IN A CONCRETE POST PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1016 ***********************************************************************
 TG1016  DESIGNATION -  D 333
 TG1016  PID         -  TG1016
 TG1016  STATE/COUNTY-  ND/WILLIAMS
 TG1016  USGS QUAD   -  MC GREGOR (1974)
 TG1016
 TG1016                         *CURRENT SURVEY CONTROL
 TG1016  ___________________________________________________________________
 TG1016* NAD 83(1986)-  48 37 07.     (N)    102 55 44.     (W)     SCALED    
 TG1016* NAVD 88     -       705.162  (meters)    2313.52   (feet)  ADJUSTED  
 TG1016  ___________________________________________________________________
 TG1016  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1016  DYNAMIC HT  -         705.280 (meters)    2313.91  (feet)  COMP
 TG1016  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TG1016
 TG1016  VERT ORDER  -  SECOND    CLASS 0
 TG1016
 TG1016.The horizontal coordinates were scaled from a topographic map and have
 TG1016.an estimated accuracy of +/- 6 seconds.
 TG1016
 TG1016.The orthometric height was determined by differential leveling
 TG1016.and adjusted by the National Geodetic Survey in June 1991..
 TG1016
 TG1016.The geoid height was determined by GEOID03.
 TG1016
 TG1016.The dynamic height is computed by dividing the NAVD 88
 TG1016.geopotential number by the normal gravity value computed on the
 TG1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1016.degrees latitude (g = 980.6199 gals.).
 TG1016
 TG1016.The modeled gravity was interpolated from observed gravity values.
 TG1016
 TG1016;                    North         East    Units  Estimated Accuracy
 TG1016;SPC ND N     -   182,790.      420,950.      MT  (+/- 180 meters Scaled)
 TG1016
 TG1016                          SUPERSEDED SURVEY CONTROL
 TG1016
 TG1016  NGVD 29 (??/??/92)  704.693  (m)         2311.98   (f) ADJ UNCH    2 0
 TG1016
 TG1016.Superseded values are not recommended for survey control.
 TG1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1016.See file dsdata.txt to determine how the superseded data were derived.
 TG1016
 TG1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP526871(NAD 83)
 TG1016_MARKER: DB = BENCH MARK DISK
 TG1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1016_STAMPING: D 333 1935
 TG1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1016+STABILITY: SURFACE MOTION
 TG1016
 TG1016  HISTORY     - Date     Condition        Report By
 TG1016  HISTORY     - 1935     MONUMENTED       CGS
 TG1016  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1016
 TG1016                          STATION DESCRIPTION
 TG1016
 TG1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1016'1.5 MI N FROM MCGREGOR.
 TG1016'1.5 MILES NORTH ALONG STATE HIGHWAY 50 FROM MCGREGOR, WILLIAMS COUNTY,
 TG1016'AT THE NORTHWEST CORNER OF A CEMETERY, AT A ROAD INTERSECTION, 36 FEET
 TG1016'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 36 FEET EAST OF THE
 TG1016'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2 FEET WEST OF THE
 TG1016'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 TG1016'D 333 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TG1016
 TG1016                          STATION RECOVERY (1974)
 TG1016
 TG1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0990 ***********************************************************************
 TF0990  DESIGNATION -  D 334
 TF0990  PID         -  TF0990
 TF0990  STATE/COUNTY-  ND/WARD
 TF0990  USGS QUAD   -  DEERING SE (1949)
 TF0990
 TF0990                         *CURRENT SURVEY CONTROL
 TF0990  ___________________________________________________________________
 TF0990* NAD 83(1986)-  48 19 37.     (N)    101 07 23.     (W)     SCALED    
 TF0990* NAVD 88     -       482.913  (meters)    1584.36   (feet)  ADJUSTED  
 TF0990  ___________________________________________________________________
 TF0990  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF0990  DYNAMIC HT  -         483.007 (meters)    1584.67  (feet)  COMP
 TF0990  MODELED GRAV-     980,790.7   (mgal)                       NAVD 88
 TF0990
 TF0990  VERT ORDER  -  SECOND    CLASS 0
 TF0990
 TF0990.The horizontal coordinates were scaled from a topographic map and have
 TF0990.an estimated accuracy of +/- 6 seconds.
 TF0990
 TF0990.The orthometric height was determined by differential leveling
 TF0990.and adjusted by the National Geodetic Survey in June 1991..
 TF0990
 TF0990.The geoid height was determined by GEOID03.
 TF0990
 TF0990.The dynamic height is computed by dividing the NAVD 88
 TF0990.geopotential number by the normal gravity value computed on the
 TF0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0990.degrees latitude (g = 980.6199 gals.).
 TF0990
 TF0990.The modeled gravity was interpolated from observed gravity values.
 TF0990
 TF0990;                    North         East    Units  Estimated Accuracy
 TF0990;SPC ND N     -   147,720.      553,800.      MT  (+/- 180 meters Scaled)
 TF0990
 TF0990                          SUPERSEDED SURVEY CONTROL
 TF0990
 TF0990  NGVD 29 (??/??/92)  482.526  (m)         1583.09   (f) ADJ UNCH    2 0
 TF0990
 TF0990.Superseded values are not recommended for survey control.
 TF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0990.See file dsdata.txt to determine how the superseded data were derived.
 TF0990
 TF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU426548(NAD 83)
 TF0990_MARKER: DB = BENCH MARK DISK
 TF0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0990_STAMPING: D-334 1935
 TF0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0990+STABILITY: SURFACE MOTION
 TF0990
 TF0990  HISTORY     - Date     Condition        Report By
 TF0990  HISTORY     - 1935     MONUMENTED       CGS
 TF0990  HISTORY     - 1940     GOOD             NGS
 TF0990
 TF0990                          STATION DESCRIPTION
 TF0990
 TF0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0990'7.0 MI NE FROM SURREY.
 TF0990'ABOUT 1 MILE EAST ALONG U. S. HIGHWAY 2 FROM THE CROSSING OF THE GREAT
 TF0990'NORTHERN RAILWAY AT SURREY, WARD COUNTY, THENCE ABOUT 6 MILES NORTH
 TF0990'ALONG THE WOLSETH ROAD, AT A ROAD CROSSING, 58 FEET WEST OF THE CENTER
 TF0990'LINE OF THE MAIN ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE SIDE
 TF0990'ROAD, 2 FEET SOUTH OF THE FENCE, ABOUT LEVEL WITH THE ROAD, 1 FOOT
 TF0990'NORTH OF A WHITE WOODEN POST STENCILED U.S. B.M.  A STANDARD DISK
 TF0990'STAMPED D-334 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0999 ***********************************************************************
 TF0999  DESIGNATION -  D 335
 TF0999  PID         -  TF0999
 TF0999  STATE/COUNTY-  ND/WARD
 TF0999  USGS QUAD   -  BURLINGTON NE (1979)
 TF0999
 TF0999                         *CURRENT SURVEY CONTROL
 TF0999  ___________________________________________________________________
 TF0999* NAD 83(1986)-  48 24 54.     (N)    101 17 57.     (W)     SCALED    
 TF0999* NAVD 88     -       496.495  (meters)    1628.92   (feet)  ADJUSTED  
 TF0999  ___________________________________________________________________
 TF0999  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 TF0999  DYNAMIC HT  -         496.588 (meters)    1629.22  (feet)  COMP
 TF0999  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 TF0999
 TF0999  VERT ORDER  -  SECOND    CLASS 0
 TF0999
 TF0999.The horizontal coordinates were scaled from a topographic map and have
 TF0999.an estimated accuracy of +/- 6 seconds.
 TF0999
 TF0999.The orthometric height was determined by differential leveling
 TF0999.and adjusted by the National Geodetic Survey in June 1991..
 TF0999
 TF0999.The geoid height was determined by GEOID03.
 TF0999
 TF0999.The dynamic height is computed by dividing the NAVD 88
 TF0999.geopotential number by the normal gravity value computed on the
 TF0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0999.degrees latitude (g = 980.6199 gals.).
 TF0999
 TF0999.The modeled gravity was interpolated from observed gravity values.
 TF0999
 TF0999;                    North         East    Units  Estimated Accuracy
 TF0999;SPC ND N     -   157,630.      540,850.      MT  (+/- 180 meters Scaled)
 TF0999
 TF0999                          SUPERSEDED SURVEY CONTROL
 TF0999
 TF0999  NGVD 29 (??/??/92)  496.112  (m)         1627.66   (f) ADJ UNCH    2 0
 TF0999
 TF0999.Superseded values are not recommended for survey control.
 TF0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0999.See file dsdata.txt to determine how the superseded data were derived.
 TF0999
 TF0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU298649(NAD 83)
 TF0999_MARKER: DB = BENCH MARK DISK
 TF0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0999_STAMPING: D-335 1935
 TF0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0999+STABILITY: SURFACE MOTION
 TF0999
 TF0999  HISTORY     - Date     Condition        Report By
 TF0999  HISTORY     - 1935     MONUMENTED       CGS
 TF0999
 TF0999                          STATION DESCRIPTION
 TF0999
 TF0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0999'12.3 MI N FROM MINOT.
 TF0999'12.3 MILES NORTH OF SOO LINE DEPOT AT, 11.0 MILES SOUTH OF RAILROAD
 TF0999'CROSSING AT FORFAR.  ALONG NO. 83 HIGHWAY, AT CROSS ROAD.  12.4 MILES
 TF0999'NORTH OF BRIDGE OVER THE SOURIS RIVER AT MINOT.  3 MILES NORTH OF
 TF0999'RUTHVILLE.  SET IN POST, 36 FEET EAST OF CENTERLINE OF THE HIGHWAY, 25
 TF0999'FEET NORTH OF CENTERLINE OF THE SIDE ROAD AND 4 FEET SOUTH EAST OF
 TF0999'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1184 ***********************************************************************
 TF1184  DESIGNATION -  D 336
 TF1184  PID         -  TF1184
 TF1184  STATE/COUNTY-  ND/RENVILLE
 TF1184  USGS QUAD   -  CARPIO NE (1979)
 TF1184
 TF1184                         *CURRENT SURVEY CONTROL
 TF1184  ___________________________________________________________________
 TF1184* NAD 83(1986)-  48 27 33.     (N)    101 32 20.     (W)     SCALED    
 TF1184* NAVD 88     -       540.891  (meters)    1774.57   (feet)  ADJUSTED  
 TF1184  ___________________________________________________________________
 TF1184  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 TF1184  DYNAMIC HT  -         540.994 (meters)    1774.91  (feet)  COMP
 TF1184  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TF1184
 TF1184  VERT ORDER  -  SECOND    CLASS 0
 TF1184
 TF1184.The horizontal coordinates were scaled from a topographic map and have
 TF1184.an estimated accuracy of +/- 6 seconds.
 TF1184
 TF1184.The orthometric height was determined by differential leveling
 TF1184.and adjusted by the National Geodetic Survey in June 1991..
 TF1184
 TF1184.The geoid height was determined by GEOID03.
 TF1184
 TF1184.The dynamic height is computed by dividing the NAVD 88
 TF1184.geopotential number by the normal gravity value computed on the
 TF1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1184.degrees latitude (g = 980.6199 gals.).
 TF1184
 TF1184.The modeled gravity was interpolated from observed gravity values.
 TF1184
 TF1184;                    North         East    Units  Estimated Accuracy
 TF1184;SPC ND N     -   162,750.      523,170.      MT  (+/- 180 meters Scaled)
 TF1184
 TF1184                          SUPERSEDED SURVEY CONTROL
 TF1184
 TF1184  NGVD 29 (??/??/92)  540.514  (m)         1773.34   (f) ADJ UNCH    2 0
 TF1184
 TF1184.Superseded values are not recommended for survey control.
 TF1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1184.See file dsdata.txt to determine how the superseded data were derived.
 TF1184
 TF1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU123704(NAD 83)
 TF1184_MARKER: DB = BENCH MARK DISK
 TF1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1184_STAMPING: D 336 1935
 TF1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1184+STABILITY: SURFACE MOTION
 TF1184
 TF1184  HISTORY     - Date     Condition        Report By
 TF1184  HISTORY     - 1935     MONUMENTED       CGS
 TF1184
 TF1184                          STATION DESCRIPTION
 TF1184
 TF1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1184'9.6 MI E FROM CARPIO.
 TF1184'IN RENVILLE COUNTY, 9.6 MILES EAST ALONG A COUNTY ROAD FROM THE SOO
 TF1184'LINE RAILROAD STATION (FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT
 TF1184'STE. MARIE RAILROAD) AT CARPIO, WARD COUNTY, AT A ROAD INTERSECTION,
 TF1184'48 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 36 FEET
 TF1184'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 16 FEET EAST OF A
 TF1184'FENCE CORNER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 336
 TF1184'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1596 ***********************************************************************
 TF1596  DESIGNATION -  D 337
 TF1596  PID         -  TF1596
 TF1596  STATE/COUNTY-  ND/WARD
 TF1596  USGS QUAD   -  NORMA (1948)
 TF1596
 TF1596                         *CURRENT SURVEY CONTROL
 TF1596  ___________________________________________________________________
 TF1596* NAD 83(1986)-  48 42 20.     (N)    101 58 24.     (W)     SCALED    
 TF1596* NAVD 88     -       578.672  (meters)    1898.53   (feet)  POSTED    
 TF1596  ___________________________________________________________________
 TF1596  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 TF1596  DYNAMIC HT  -         578.790 (meters)    1898.91  (feet)  COMP
 TF1596  MODELED GRAV-     980,788.4   (mgal)                       NAVD 88
 TF1596
 TF1596  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TF1596
 TF1596.The horizontal coordinates were scaled from a topographic map and have
 TF1596.an estimated accuracy of +/- 6 seconds.
 TF1596
 TF1596.The orthometric height was determined by differential leveling
 TF1596.and adjusted by the National Geodetic Survey in 1992..
 TF1596.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TF1596.rate of 1.1 thru 2.0 mm/km.
 TF1596
 TF1596.The geoid height was determined by GEOID03.
 TF1596
 TF1596.The dynamic height is computed by dividing the NAVD 88
 TF1596.geopotential number by the normal gravity value computed on the
 TF1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1596.degrees latitude (g = 980.6199 gals.).
 TF1596
 TF1596.The modeled gravity was interpolated from observed gravity values.
 TF1596
 TF1596;                    North         East    Units  Estimated Accuracy
 TF1596;SPC ND N     -   190,670.      491,570.      MT  (+/- 180 meters Scaled)
 TF1596
 TF1596                          SUPERSEDED SURVEY CONTROL
 TF1596
 TF1596  NGVD 29 (??/??/92)  578.286  (m)         1897.26   (f) ADJ UNCH    2 0
 TF1596
 TF1596.Superseded values are not recommended for survey control.
 TF1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1596.See file dsdata.txt to determine how the superseded data were derived.
 TF1596
 TF1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU812989(NAD 83)
 TF1596_MARKER: DB = BENCH MARK DISK
 TF1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1596_STAMPING: D 337 1935
 TF1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1596+STABILITY: SURFACE MOTION
 TF1596
 TF1596  HISTORY     - Date     Condition        Report By
 TF1596  HISTORY     - 1935     MONUMENTED       CGS
 TF1596
 TF1596                          STATION DESCRIPTION
 TF1596
 TF1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1596'1.5 MI S FROM NORMA.
 TF1596'IN WARD COUNTY, 1.5 MILES SOUTH ALONG A ROAD FROM THE SOO LINE
 TF1596'RAILROAD STATION AT NORMA, RENVILLE COUNTY, AT A ROAD INTERSECTION, 44
 TF1596'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 42 FEET
 TF1596'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 TF1596'STAMPED D 337 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0506 ***********************************************************************
 RP0506  DESIGNATION -  D 34
 RP0506  PID         -  RP0506
 RP0506  STATE/COUNTY-  ND/SARGENT
 RP0506  USGS QUAD   -  RUTLAND (1978)
 RP0506
 RP0506                         *CURRENT SURVEY CONTROL
 RP0506  ___________________________________________________________________
 RP0506* NAD 83(1986)-  46 03 15.     (N)    097 30 47.     (W)     SCALED    
 RP0506* NAVD 88     -       373.667  (meters)    1225.94   (feet)  ADJUSTED  
 RP0506  ___________________________________________________________________
 RP0506  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 RP0506  DYNAMIC HT  -         373.661 (meters)    1225.92  (feet)  COMP
 RP0506  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RP0506
 RP0506  VERT ORDER  -  SECOND    CLASS 0
 RP0506
 RP0506.The horizontal coordinates were scaled from a topographic map and have
 RP0506.an estimated accuracy of +/- 6 seconds.
 RP0506
 RP0506.The orthometric height was determined by differential leveling
 RP0506.and adjusted by the National Geodetic Survey in June 1991..
 RP0506
 RP0506.The geoid height was determined by GEOID03.
 RP0506
 RP0506.The dynamic height is computed by dividing the NAVD 88
 RP0506.geopotential number by the normal gravity value computed on the
 RP0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0506.degrees latitude (g = 980.6199 gals.).
 RP0506
 RP0506.The modeled gravity was interpolated from observed gravity values.
 RP0506
 RP0506;                    North         East    Units  Estimated Accuracy
 RP0506;SPC ND S     -    47,470.      831,100.      MT  (+/- 180 meters Scaled)
 RP0506
 RP0506                          SUPERSEDED SURVEY CONTROL
 RP0506
 RP0506  NGVD 29 (??/??/92)  373.387  (m)         1225.02   (f) ADJ UNCH    2 0
 RP0506
 RP0506.Superseded values are not recommended for survey control.
 RP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0506.See file dsdata.txt to determine how the superseded data were derived.
 RP0506
 RP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS150011(NAD 83)
 RP0506_MARKER: DB = BENCH MARK DISK
 RP0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0506_STAMPING: D 34 1934
 RP0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0506+STABILITY: SURFACE MOTION
 RP0506
 RP0506  HISTORY     - Date     Condition        Report By
 RP0506  HISTORY     - 1934     MONUMENTED       CGS
 RP0506
 RP0506                          STATION DESCRIPTION
 RP0506
 RP0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0506'0.2 MI W FROM RUTLAND.
 RP0506'0.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0506'RUTLAND, SARGENT COUNTY, ABOUT 2 POLES WEST OF MILEPOST 55, ABOUT 160
 RP0506'FEET EAST OF THE POINT OF A SWITCH AT A JUNCTION, ABOUT 70 FEET NORTH
 RP0506'OF THE NORTHEAST CORNER OF A COAL CHUTE, ABOUT 60 FEET NORTH OF THE
 RP0506'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 RP0506'DISK, STAMPED D 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0498 ***********************************************************************
 TF0498  DESIGNATION -  D 340 RESET
 TF0498  PID         -  TF0498
 TF0498  STATE/COUNTY-  ND/BOTTINEAU
 TF0498  USGS QUAD   -  SOURIS SW (1954)
 TF0498
 TF0498                         *CURRENT SURVEY CONTROL
 TF0498  ___________________________________________________________________
 TF0498* NAD 83(1986)-  48 49 15.     (N)    100 41 15.     (W)     SCALED    
 TF0498* NAVD 88     -       451.00   (+/-2cm)    1479.7    (feet)  VERTCON   
 TF0498  ___________________________________________________________________
 TF0498  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TF0498
 TF0498  VERT ORDER  -  THIRD (See Below)
 TF0498
 TF0498.The horizontal coordinates were scaled from a topographic map and have
 TF0498.an estimated accuracy of +/- 6 seconds.
 TF0498
 TF0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0498.The vertical order pertains to the NGVD 29 superseded value.
 TF0498
 TF0498.The geoid height was determined by GEOID03.
 TF0498
 TF0498;                    North         East    Units  Estimated Accuracy
 TF0498;SPC ND N     -   202,470.      586,230.      MT  (+/- 180 meters Scaled)
 TF0498
 TF0498                          SUPERSEDED SURVEY CONTROL
 TF0498
 TF0498  NGVD 29 (11/04/04)  450.63   (m)         1478.4    (f) RESET       3  
 TF0498
 TF0498.Superseded values are not recommended for survey control.
 TF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0498.See file dsdata.txt to determine how the superseded data were derived.
 TF0498
 TF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV761089(NAD 83)
 TF0498_MARKER: DB = BENCH MARK DISK
 TF0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0498_STAMPING: D 340 RESET 1941
 TF0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0498+STABILITY: SURFACE MOTION
 TF0498
 TF0498  HISTORY     - Date     Condition        Report By
 TF0498  HISTORY     - 1941     MONUMENTED       CGS
 TF0498
 TF0498                          STATION DESCRIPTION
 TF0498
 TF0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 TF0498'11.6 MI W FROM BOTTINEAU.
 TF0498'11.6 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0498'BOTTINEAU, BOTTINEAU COUNTY, AT THE INTERSECTION OF THE SOURIS ROAD,
 TF0498'99 FEET SOUTH AND 41 FEET WEST OF THE SECTION CORNER COMMON TO
 TF0498'SECTIONS 29, 30, 31, AND 32, T. 162 N., R. 77 W. A STANDARD DISK,
 TF0498'STAMPED D 340 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1656 ***********************************************************************
 TF1656  DESIGNATION -  D 341
 TF1656  PID         -  TF1656
 TF1656  STATE/COUNTY-  ND/RENVILLE
 TF1656  USGS QUAD   -  SHERWOOD (1949)
 TF1656
 TF1656                         *CURRENT SURVEY CONTROL
 TF1656  ___________________________________________________________________
 TF1656* NAD 83(1986)-  48 57 57.     (N)    101 42 58.     (W)     SCALED    
 TF1656* NAVD 88     -       516.014  (meters)    1692.96   (feet)  ADJUSTED  
 TF1656  ___________________________________________________________________
 TF1656  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1656  DYNAMIC HT  -         516.132 (meters)    1693.34  (feet)  COMP
 TF1656  MODELED GRAV-     980,822.9   (mgal)                       NAVD 88
 TF1656
 TF1656  VERT ORDER  -  SECOND    CLASS 0
 TF1656
 TF1656.The horizontal coordinates were scaled from a topographic map and have
 TF1656.an estimated accuracy of +/- 6 seconds.
 TF1656
 TF1656.The orthometric height was determined by differential leveling
 TF1656.and adjusted by the National Geodetic Survey in June 1991..
 TF1656
 TF1656.The geoid height was determined by GEOID03.
 TF1656
 TF1656.The dynamic height is computed by dividing the NAVD 88
 TF1656.geopotential number by the normal gravity value computed on the
 TF1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1656.degrees latitude (g = 980.6199 gals.).
 TF1656
 TF1656.The modeled gravity was interpolated from observed gravity values.
 TF1656
 TF1656;                    North         East    Units  Estimated Accuracy
 TF1656;SPC ND N     -   219,280.      510,950.      MT  (+/- 180 meters Scaled)
 TF1656
 TF1656                          SUPERSEDED SURVEY CONTROL
 TF1656
 TF1656  NGVD 29 (??/??/92)  515.638  (m)         1691.72   (f) ADJ UNCH    2 0
 TF1656
 TF1656.Superseded values are not recommended for survey control.
 TF1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1656.See file dsdata.txt to determine how the superseded data were derived.
 TF1656
 TF1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV012272(NAD 83)
 TF1656_MARKER: DB = BENCH MARK DISK
 TF1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1656_STAMPING: D 341 1935
 TF1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1656+STABILITY: SURFACE MOTION
 TF1656
 TF1656  HISTORY     - Date     Condition        Report By
 TF1656  HISTORY     - 1935     MONUMENTED       CGS
 TF1656
 TF1656                          STATION DESCRIPTION
 TF1656
 TF1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1656'0.5 MI N FROM SHERWOOD.
 TF1656'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1656'STATION AT SHERWOOD, RENVILLE COUNTY, 4.0 MILES WEST ALONG A
 TF1656'SECTION-LINE ROAD.  IN THE NORTHWEST QUARTER OF A ROAD INTERSECTION,
 TF1656'40 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 25 FEET
 TF1656'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 7 FEET NORTH OF A
 TF1656'FENCE CORNER, 7 FEET NORTH OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE
 TF1656'ROAD.  A STANDARD DISK, STAMPED D 341 1935 AND SET IN THE TOP OF A
 TF1656'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0874 ***********************************************************************
 TF0874  DESIGNATION -  D 344
 TF0874  PID         -  TF0874
 TF0874  STATE/COUNTY-  ND/BOTTINEAU
 TF0874  USGS QUAD   -  ANTLER (1971)
 TF0874
 TF0874                         *CURRENT SURVEY CONTROL
 TF0874  ___________________________________________________________________
 TF0874* NAD 83(1986)-  48 59 31.     (N)    101 18 03.     (W)     SCALED    
 TF0874* NAVD 88     -       467.574  (meters)    1534.03   (feet)  ADJUSTED  
 TF0874  ___________________________________________________________________
 TF0874  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0874  DYNAMIC HT  -         467.690 (meters)    1534.41  (feet)  COMP
 TF0874  MODELED GRAV-     980,842.0   (mgal)                       NAVD 88
 TF0874
 TF0874  VERT ORDER  -  SECOND    CLASS 0
 TF0874
 TF0874.The horizontal coordinates were scaled from a topographic map and have
 TF0874.an estimated accuracy of +/- 6 seconds.
 TF0874
 TF0874.The orthometric height was determined by differential leveling
 TF0874.and adjusted by the National Geodetic Survey in June 1991..
 TF0874
 TF0874.The geoid height was determined by GEOID03.
 TF0874
 TF0874.The dynamic height is computed by dividing the NAVD 88
 TF0874.geopotential number by the normal gravity value computed on the
 TF0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0874.degrees latitude (g = 980.6199 gals.).
 TF0874
 TF0874.The modeled gravity was interpolated from observed gravity values.
 TF0874
 TF0874;                    North         East    Units  Estimated Accuracy
 TF0874;SPC ND N     -   221,790.      541,390.      MT  (+/- 180 meters Scaled)
 TF0874
 TF0874                          SUPERSEDED SURVEY CONTROL
 TF0874
 TF0874  NGVD 29 (??/??/92)  467.212  (m)         1532.84   (f) ADJ UNCH    2 0
 TF0874
 TF0874.Superseded values are not recommended for survey control.
 TF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0874.See file dsdata.txt to determine how the superseded data were derived.
 TF0874
 TF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV316291(NAD 83)
 TF0874_MARKER: DB = BENCH MARK DISK
 TF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0874_STAMPING: D-344 1935
 TF0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0874+STABILITY: SURFACE MOTION
 TF0874
 TF0874  HISTORY     - Date     Condition        Report By
 TF0874  HISTORY     - 1935     MONUMENTED       CGS
 TF0874
 TF0874                          STATION DESCRIPTION
 TF0874
 TF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0874'1.9 MI NW FROM ANTLER.
 TF0874'ABOUT 0.6 MILES WEST AND 1.3 MILES NORTH OF ALONG ROADS TO A CROSS
 TF0874'ROAD 0.8 MILE WEST AND 0.25 MILE SOUTH OF THE GREAT NORTHERN DEPOT AT
 TF0874'ANTLER, THENCE NORTH 1.8 MILE TO A WHITE FARM HOUSE WEST OF THE ROAD.
 TF0874'SET IN POST 35 FEET WEST OF THE CENTERLINE OF THE ROAD, 22 FEET SOUTH
 TF0874'OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 2 FEET WEST OF THE
 TF0874'FENCE LINE, 2 1/2 FEET BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0564 ***********************************************************************
 TF0564  DESIGNATION -  D 347
 TF0564  PID         -  TF0564
 TF0564  STATE/COUNTY-  ND/BOTTINEAU
 TF0564  USGS QUAD   -  UPHAM NE (1955)
 TF0564
 TF0564                         *CURRENT SURVEY CONTROL
 TF0564  ___________________________________________________________________
 TF0564* NAD 83(1986)-  48 44 01.     (N)    100 32 01.     (W)     SCALED    
 TF0564* NAVD 88     -       448.810  (meters)    1472.47   (feet)  ADJUSTED  
 TF0564  ___________________________________________________________________
 TF0564  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0564  DYNAMIC HT  -         448.916 (meters)    1472.82  (feet)  COMP
 TF0564  MODELED GRAV-     980,831.0   (mgal)                       NAVD 88
 TF0564
 TF0564  VERT ORDER  -  SECOND    CLASS 0
 TF0564
 TF0564.The horizontal coordinates were scaled from a topographic map and have
 TF0564.an estimated accuracy of +/- 6 seconds.
 TF0564
 TF0564.The orthometric height was determined by differential leveling
 TF0564.and adjusted by the National Geodetic Survey in June 1991..
 TF0564
 TF0564.The geoid height was determined by GEOID03.
 TF0564
 TF0564.The dynamic height is computed by dividing the NAVD 88
 TF0564.geopotential number by the normal gravity value computed on the
 TF0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0564.degrees latitude (g = 980.6199 gals.).
 TF0564
 TF0564.The modeled gravity was interpolated from observed gravity values.
 TF0564
 TF0564;                    North         East    Units  Estimated Accuracy
 TF0564;SPC ND N     -   192,750.      597,530.      MT  (+/- 180 meters Scaled)
 TF0564
 TF0564                          SUPERSEDED SURVEY CONTROL
 TF0564
 TF0564  NGVD 29 (??/??/92)  448.454  (m)         1471.30   (f) ADJ UNCH    2 0
 TF0564
 TF0564.Superseded values are not recommended for survey control.
 TF0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0564.See file dsdata.txt to determine how the superseded data were derived.
 TF0564
 TF0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU872989(NAD 83)
 TF0564_MARKER: DB = BENCH MARK DISK
 TF0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0564_STAMPING: D 347 1935
 TF0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0564+STABILITY: SURFACE MOTION
 TF0564
 TF0564  HISTORY     - Date     Condition        Report By
 TF0564  HISTORY     - 1935     MONUMENTED       CGS
 TF0564  HISTORY     - 1951     MARK NOT FOUND   USGS
 TF0564
 TF0564                          STATION DESCRIPTION
 TF0564
 TF0564'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0564'4.0 MI NW FROM GARDENA.
 TF0564'4.0 MILES NORTHWEST OF GARDENA, BOTTINEAU COUNTY.  THIS BENCH MARK MAY
 TF0564'BE REACHED FROM THE SOO LINE RAILROAD STATION BY GOING 0.8 MILE WEST
 TF0564'ALONG THE RAILROAD, 1.3 MILES NORTH, 0.8 MILE WEST, AND 1.0 MILE NORTH
 TF0564'ALONG SECTION-LINE ROADS.  IT IS AT A ROAD INTERSECTION, 38 FEET NORTH
 TF0564'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 30 FEET WEST OF THE
 TF0564'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 1 FOOT WEST OF A WHITE
 TF0564'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 347 1935 AND SET IN
 TF0564'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0239 ***********************************************************************
 TF0239  DESIGNATION -  D 348
 TF0239  PID         -  TF0239
 TF0239  STATE/COUNTY-  ND/MCHENRY
 TF0239  USGS QUAD   -  BANTRY (1981)
 TF0239
 TF0239                         *CURRENT SURVEY CONTROL
 TF0239  ___________________________________________________________________
 TF0239* NAD 83(1986)-  48 24 53.     (N)    100 30 05.     (W)     SCALED    
 TF0239* NAVD 88     -       459.244  (meters)    1506.70   (feet)  ADJUSTED  
 TF0239  ___________________________________________________________________
 TF0239  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0239  DYNAMIC HT  -         459.338 (meters)    1507.01  (feet)  COMP
 TF0239  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TF0239
 TF0239  VERT ORDER  -  SECOND    CLASS 0
 TF0239
 TF0239.The horizontal coordinates were scaled from a topographic map and have
 TF0239.an estimated accuracy of +/- 6 seconds.
 TF0239
 TF0239.The orthometric height was determined by differential leveling
 TF0239.and adjusted by the National Geodetic Survey in June 1991..
 TF0239
 TF0239.The geoid height was determined by GEOID03.
 TF0239
 TF0239.The dynamic height is computed by dividing the NAVD 88
 TF0239.geopotential number by the normal gravity value computed on the
 TF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0239.degrees latitude (g = 980.6199 gals.).
 TF0239
 TF0239.The modeled gravity was interpolated from observed gravity values.
 TF0239
 TF0239;                    North         East    Units  Estimated Accuracy
 TF0239;SPC ND N     -   157,290.      599,900.      MT  (+/- 180 meters Scaled)
 TF0239
 TF0239                          SUPERSEDED SURVEY CONTROL
 TF0239
 TF0239  NGVD 29 (??/??/92)  458.866  (m)         1505.46   (f) ADJ UNCH    2 0
 TF0239
 TF0239.Superseded values are not recommended for survey control.
 TF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0239.See file dsdata.txt to determine how the superseded data were derived.
 TF0239
 TF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU889634(NAD 83)
 TF0239_MARKER: DB = BENCH MARK DISK
 TF0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0239_STAMPING: D 348 1935
 TF0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0239+STABILITY: SURFACE MOTION
 TF0239
 TF0239  HISTORY     - Date     Condition        Report By
 TF0239  HISTORY     - 1935     MONUMENTED       CGS
 TF0239  HISTORY     - 20041118 POOR             NDWC
 TF0239
 TF0239                          STATION DESCRIPTION
 TF0239
 TF0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0239'5.9 MI NW FROM TOWNER.
 TF0239'5.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE WATER
 TF0239'TOWER AT TOWNER, MCHENRY COUNTY, 10-1/2 POLES NORTHWEST OF MILEPOST 6,
 TF0239'AT A ROAD CROSSING, 107 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 TF0239'49 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 39 FEET SOUTHWEST OF
 TF0239'THE CENTERLINE OF STATE HIGHWAY 14, 5 FEET SOUTHEAST OF A POLE, 1.5
 TF0239'FEET SOUTHWEST OF THE ROW OF POLES, AND LEVEL WITH THE ROAD. A
 TF0239'STANDARD DISK, STAMPED D 348 1935 AND SET IN THE TOP OF A CONCRETE
 TF0239'POST.
 TF0239
 TF0239                          STATION RECOVERY (2004)
 TF0239
 TF0239'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0239'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0532 ***********************************************************************
 TF0532  DESIGNATION -  D 349
 TF0532  PID         -  TF0532
 TF0532  STATE/COUNTY-  ND/MCHENRY
 TF0532  USGS QUAD   -  NEWBURG SE (1950)
 TF0532
 TF0532                         *CURRENT SURVEY CONTROL
 TF0532  ___________________________________________________________________
 TF0532* NAD 83(1986)-  48 30 07.     (N)    100 46 37.     (W)     SCALED    
 TF0532* NAVD 88     -       447.401  (meters)    1467.85   (feet)  ADJUSTED  
 TF0532  ___________________________________________________________________
 TF0532  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0532  DYNAMIC HT  -         447.490 (meters)    1468.14  (feet)  COMP
 TF0532  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TF0532
 TF0532  VERT ORDER  -  SECOND    CLASS 0
 TF0532
 TF0532.The horizontal coordinates were scaled from a topographic map and have
 TF0532.an estimated accuracy of +/- 6 seconds.
 TF0532
 TF0532.The orthometric height was determined by differential leveling
 TF0532.and adjusted by the National Geodetic Survey in June 1991..
 TF0532
 TF0532.The geoid height was determined by GEOID03.
 TF0532
 TF0532.The dynamic height is computed by dividing the NAVD 88
 TF0532.geopotential number by the normal gravity value computed on the
 TF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0532.degrees latitude (g = 980.6199 gals.).
 TF0532
 TF0532.The modeled gravity was interpolated from observed gravity values.
 TF0532
 TF0532;                    North         East    Units  Estimated Accuracy
 TF0532;SPC ND N     -   167,030.      579,540.      MT  (+/- 180 meters Scaled)
 TF0532
 TF0532                          SUPERSEDED SURVEY CONTROL
 TF0532
 TF0532  NGVD 29 (??/??/92)  447.029  (m)         1466.63   (f) ADJ UNCH    2 0
 TF0532
 TF0532.Superseded values are not recommended for survey control.
 TF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0532.See file dsdata.txt to determine how the superseded data were derived.
 TF0532
 TF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU687736(NAD 83)
 TF0532_MARKER: DB = BENCH MARK DISK
 TF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0532_STAMPING: D-349 1935
 TF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0532+STABILITY: SURFACE MOTION
 TF0532
 TF0532  HISTORY     - Date     Condition        Report By
 TF0532  HISTORY     - 1935     MONUMENTED       CGS
 TF0532
 TF0532                          STATION DESCRIPTION
 TF0532
 TF0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0532'7.8 MI W FROM BANTRY.
 TF0532'7.8 MILES WEST OF JCT OF HWYS 14 AND 17 AT ALONG STATE HIWAY NO. 17 AT
 TF0532'SOUTHEAST CORNER OF SECTION 18, TOWNSHIP 158, RANGE 78.  AT
 TF0532'NORTH-SOUTH ROAD CROSSING.  SET 23 FT WEST OF CENTERLINE OF CROSSING,
 TF0532'THENCE 50 FT NORTH OF CENTERLINE OF HIWAY.  12 FT NORTH, THENCE 2 1/2
 TF0532'FT EAST OF RIGHT OF WAY FENCE CORNER.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0533 ***********************************************************************
 TF0533  DESIGNATION -  D 349 RESET
 TF0533  PID         -  TF0533
 TF0533  STATE/COUNTY-  ND/MCHENRY
 TF0533  USGS QUAD   -  NEWBURG SE (1950)
 TF0533
 TF0533                         *CURRENT SURVEY CONTROL
 TF0533  ___________________________________________________________________
 TF0533* NAD 83(1986)-  48 30 07.     (N)    100 46 38.     (W)     SCALED    
 TF0533* NAVD 88     -       447.61   (+/-2cm)    1468.5    (feet)  VERTCON   
 TF0533  ___________________________________________________________________
 TF0533  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0533
 TF0533  VERT ORDER  -  THIRD (See Below)
 TF0533
 TF0533.The horizontal coordinates were scaled from a topographic map and have
 TF0533.an estimated accuracy of +/- 6 seconds.
 TF0533
 TF0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0533.The vertical order pertains to the NGVD 29 superseded value.
 TF0533
 TF0533.The geoid height was determined by GEOID03.
 TF0533
 TF0533;                    North         East    Units  Estimated Accuracy
 TF0533;SPC ND N     -   167,030.      579,510.      MT  (+/- 180 meters Scaled)
 TF0533
 TF0533                          SUPERSEDED SURVEY CONTROL
 TF0533
 TF0533  NGVD 29 (11/04/04)  447.24   (m)         1467.3    (f) RESET       3  
 TF0533
 TF0533.Superseded values are not recommended for survey control.
 TF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0533.See file dsdata.txt to determine how the superseded data were derived.
 TF0533
 TF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU687736(NAD 83)
 TF0533_MARKER: DB = BENCH MARK DISK
 TF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0533_STAMPING: D 349 RESET 1957
 TF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0533+STABILITY: SURFACE MOTION
 TF0533
 TF0533  HISTORY     - Date     Condition        Report By
 TF0533  HISTORY     - 1957     MONUMENTED       CGS
 TF0533
 TF0533                          STATION DESCRIPTION
 TF0533
 TF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TF0533'7.8 MI W FROM BANTRY.
 TF0533'7.8 MILES WEST ALONG A ROAD FROM THE INTERSECTION WITH STATE HIGHWAY
 TF0533'14 AT BANTRY, IN THE SOUTHEAST ANGLE OF THE CROSSROADS, 73 FEET SOUTH
 TF0533'OF THE CENTERLINE OF THE EAST-WEST ROAD, 41 FEET EAST OF THE
 TF0533'CENTERLINE OF A TRACK ROAD LEADING SOUTH, 1.0 FOOT WEST OF A
 TF0533'NORTH-SOUTH FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 TF0533'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0111 ***********************************************************************
 RQ0111  DESIGNATION -  D 35
 RQ0111  PID         -  RQ0111
 RQ0111  STATE/COUNTY-  ND/DICKEY
 RQ0111  USGS QUAD   -  SILVERLEAF (1956)
 RQ0111
 RQ0111                         *CURRENT SURVEY CONTROL
 RQ0111  ___________________________________________________________________
 RQ0111* NAD 83(1986)-  46 00 49.     (N)    098 22 44.     (W)     SCALED    
 RQ0111* NAVD 88     -       429.357  (meters)    1408.65   (feet)  ADJUSTED  
 RQ0111  ___________________________________________________________________
 RQ0111  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0111  DYNAMIC HT  -         429.343 (meters)    1408.60  (feet)  COMP
 RQ0111  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 RQ0111
 RQ0111  VERT ORDER  -  SECOND    CLASS 0
 RQ0111
 RQ0111.The horizontal coordinates were scaled from a topographic map and have
 RQ0111.an estimated accuracy of +/- 6 seconds.
 RQ0111
 RQ0111.The orthometric height was determined by differential leveling
 RQ0111.and adjusted by the National Geodetic Survey in June 1991..
 RQ0111
 RQ0111.The geoid height was determined by GEOID03.
 RQ0111
 RQ0111.The dynamic height is computed by dividing the NAVD 88
 RQ0111.geopotential number by the normal gravity value computed on the
 RQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0111.degrees latitude (g = 980.6199 gals.).
 RQ0111
 RQ0111.The modeled gravity was interpolated from observed gravity values.
 RQ0111
 RQ0111;                    North         East    Units  Estimated Accuracy
 RQ0111;SPC ND S     -    40,780.      764,250.      MT  (+/- 180 meters Scaled)
 RQ0111
 RQ0111                          SUPERSEDED SURVEY CONTROL
 RQ0111
 RQ0111  NGVD 29 (??/??/92)  429.007  (m)         1407.50   (f) ADJ UNCH    2 0
 RQ0111
 RQ0111.Superseded values are not recommended for survey control.
 RQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0111.See file dsdata.txt to determine how the superseded data were derived.
 RQ0111
 RQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR480957(NAD 83)
 RQ0111_MARKER: DB = BENCH MARK DISK
 RQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0111_STAMPING: D 35 1934
 RQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0111+STABILITY: SURFACE MOTION
 RQ0111
 RQ0111  HISTORY     - Date     Condition        Report By
 RQ0111  HISTORY     - 1934     MONUMENTED       CGS
 RQ0111
 RQ0111                          STATION DESCRIPTION
 RQ0111
 RQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0111'IN SILVERLEAF.
 RQ0111'AT SILVER LEAF, DICKEY COUNTY, ON THE GREAT NORTHERN RAILWAY, 21 FEET
 RQ0111'NORTH AND 15 FEET WEST OF THE NORTHWEST CORNER OF THE STATION, 9 POLES
 RQ0111'EAST OF MILEPOST 42, 510 FEET EAST OF THE CENTERLINE OF A ROAD, 45
 RQ0111'FEET NORTH OF THE CENTERLINE OF THE TRACK, 9 FEET SOUTH OF A POLE, AND
 RQ0111'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 35 1934 AND SET IN
 RQ0111'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0538 ***********************************************************************
 TF0538  DESIGNATION -  D 350
 TF0538  PID         -  TF0538
 TF0538  STATE/COUNTY-  ND/BOTTINEAU
 TF0538  USGS QUAD   -  DEEP (1950)
 TF0538
 TF0538                         *CURRENT SURVEY CONTROL
 TF0538  ___________________________________________________________________
 TF0538* NAD 83(1986)-  48 38 49.     (N)    100 50 31.     (W)     SCALED    
 TF0538* NAVD 88     -       443.023  (meters)    1453.48   (feet)  ADJUSTED  
 TF0538  ___________________________________________________________________
 TF0538  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0538  DYNAMIC HT  -         443.117 (meters)    1453.79  (feet)  COMP
 TF0538  MODELED GRAV-     980,808.2   (mgal)                       NAVD 88
 TF0538
 TF0538  VERT ORDER  -  SECOND    CLASS 0
 TF0538
 TF0538.The horizontal coordinates were scaled from a topographic map and have
 TF0538.an estimated accuracy of +/- 6 seconds.
 TF0538
 TF0538.The orthometric height was determined by differential leveling
 TF0538.and adjusted by the National Geodetic Survey in June 1991..
 TF0538
 TF0538.The geoid height was determined by GEOID03.
 TF0538
 TF0538.The dynamic height is computed by dividing the NAVD 88
 TF0538.geopotential number by the normal gravity value computed on the
 TF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0538.degrees latitude (g = 980.6199 gals.).
 TF0538
 TF0538.The modeled gravity was interpolated from observed gravity values.
 TF0538
 TF0538;                    North         East    Units  Estimated Accuracy
 TF0538;SPC ND N     -   183,170.      574,800.      MT  (+/- 180 meters Scaled)
 TF0538
 TF0538                          SUPERSEDED SURVEY CONTROL
 TF0538
 TF0538  NGVD 29 (??/??/92)  442.647  (m)         1452.25   (f) ADJ UNCH    2 0
 TF0538
 TF0538.Superseded values are not recommended for survey control.
 TF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0538.See file dsdata.txt to determine how the superseded data were derived.
 TF0538
 TF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU643898(NAD 83)
 TF0538_MARKER: DB = BENCH MARK DISK
 TF0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0538_STAMPING: D 350 1935
 TF0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0538+STABILITY: SURFACE MOTION
 TF0538
 TF0538  HISTORY     - Date     Condition        Report By
 TF0538  HISTORY     - 1935     MONUMENTED       CGS
 TF0538
 TF0538                          STATION DESCRIPTION
 TF0538
 TF0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0538'2.5 MI E FROM RUSSELL.
 TF0538'2.5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0538'RUSSELL, BOTTINEAU COUNTY, 2.2 MILES SOUTH ALONG THE GRANVILLE ROAD.
 TF0538'AT THE NORTHEAST CORNER OF SECTION 34, T 160 N, R 79 W, AT A ROAD
 TF0538'INTERSECTION, 43 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF0538'ROAD, 33 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 5.5
 TF0538'FEET SOUTH OF A POLE IN A LINE OF POLES, AND LEVEL WITH THE ROAD.  A
 TF0538'STANDARD DISK, STAMPED D 350 1935 AND SET IN THE TOP OF A CONCRETE
 TF0538'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0032 ***********************************************************************
 TF0032  DESIGNATION -  D 351
 TF0032  PID         -  TF0032
 TF0032  STATE/COUNTY-  ND/BOTTINEAU
 TF0032  USGS QUAD   -  WILLOW CITY SW (1950)
 TF0032
 TF0032                         *CURRENT SURVEY CONTROL
 TF0032  ___________________________________________________________________
 TF0032* NAD 83(1986)-  48 36 10.     (N)    100 23 09.     (W)     SCALED    
 TF0032* NAVD 88     -       445.553  (meters)    1461.79   (feet)  ADJUSTED  
 TF0032  ___________________________________________________________________
 TF0032  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TF0032  DYNAMIC HT  -         445.657 (meters)    1462.13  (feet)  COMP
 TF0032  MODELED GRAV-     980,830.4   (mgal)                       NAVD 88
 TF0032
 TF0032  VERT ORDER  -  SECOND    CLASS 0
 TF0032
 TF0032.The horizontal coordinates were scaled from a topographic map and have
 TF0032.an estimated accuracy of +/- 6 seconds.
 TF0032
 TF0032.The orthometric height was determined by differential leveling
 TF0032.and adjusted by the National Geodetic Survey in June 1991..
 TF0032
 TF0032.The geoid height was determined by GEOID03.
 TF0032
 TF0032.The dynamic height is computed by dividing the NAVD 88
 TF0032.geopotential number by the normal gravity value computed on the
 TF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0032.degrees latitude (g = 980.6199 gals.).
 TF0032
 TF0032.The modeled gravity was interpolated from observed gravity values.
 TF0032
 TF0032;                    North         East    Units  Estimated Accuracy
 TF0032;SPC ND N     -   178,210.      608,420.      MT  (+/- 180 meters Scaled)
 TF0032
 TF0032                          SUPERSEDED SURVEY CONTROL
 TF0032
 TF0032  NGVD 29 (??/??/92)  445.188  (m)         1460.59   (f) ADJ UNCH    2 0
 TF0032
 TF0032.Superseded values are not recommended for survey control.
 TF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0032.See file dsdata.txt to determine how the superseded data were derived.
 TF0032
 TF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU978842(NAD 83)
 TF0032_MARKER: DB = BENCH MARK DISK
 TF0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0032_STAMPING: D 351 1935
 TF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0032+STABILITY: SURFACE MOTION
 TF0032
 TF0032  HISTORY     - Date     Condition        Report By
 TF0032  HISTORY     - 1935     MONUMENTED       CGS
 TF0032
 TF0032                          STATION DESCRIPTION
 TF0032
 TF0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0032'4.5 MI W FROM WILLOW CITY.
 TF0032'4.5 MILES WEST ALONG THE UPHAM ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0032'STATION AT WILLOW CITY, BOTTINEAU COUNTY, AT THE SOUTHEAST CORNER OF
 TF0032'SECTION 7, T 159 N, R 75 W, AT A ROAD INTERSECTION, 37 FEET WEST OF
 TF0032'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE
 TF0032'CENTERLINE OF THE UPHAM ROAD, 5 FEET WEST OF A POWER-LINE POLE, IN
 TF0032'LINE WITH A ROW OF POLES, AND 2-1/2 FEET LOWER THAN THE ROAD.  A
 TF0032'STANDARD DISK, STAMPED D 351 1935 AND SET IN THE TOP OF A CONCRETE
 TF0032'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1428 ***********************************************************************
 TG1428  DESIGNATION -  D 354
 TG1428  PID         -  TG1428
 TG1428  STATE/COUNTY-  ND/WILLIAMS
 TG1428  USGS QUAD   -  TRENTON NW (1974)
 TG1428
 TG1428                         *CURRENT SURVEY CONTROL
 TG1428  ___________________________________________________________________
 TG1428* NAD 83(1986)-  48 08 24.     (N)    103 56 57.     (W)     SCALED    
 TG1428* NAVD 88     -       682.503  (meters)    2239.18   (feet)  ADJUSTED  
 TG1428  ___________________________________________________________________
 TG1428  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1428  DYNAMIC HT  -         682.572 (meters)    2239.41  (feet)  COMP
 TG1428  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 TG1428
 TG1428  VERT ORDER  -  SECOND    CLASS 0
 TG1428
 TG1428.The horizontal coordinates were scaled from a topographic map and have
 TG1428.an estimated accuracy of +/- 6 seconds.
 TG1428
 TG1428.The orthometric height was determined by differential leveling
 TG1428.and adjusted by the National Geodetic Survey in June 1991..
 TG1428
 TG1428.The geoid height was determined by GEOID03.
 TG1428
 TG1428.The dynamic height is computed by dividing the NAVD 88
 TG1428.geopotential number by the normal gravity value computed on the
 TG1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1428.degrees latitude (g = 980.6199 gals.).
 TG1428
 TG1428.The modeled gravity was interpolated from observed gravity values.
 TG1428
 TG1428;                    North         East    Units  Estimated Accuracy
 TG1428;SPC ND N     -   132,500.      343,400.      MT  (+/- 180 meters Scaled)
 TG1428
 TG1428                          SUPERSEDED SURVEY CONTROL
 TG1428
 TG1428  NGVD 29 (??/??/92)  681.973  (m)         2237.44   (f) ADJ UNCH    2 0
 TG1428
 TG1428.Superseded values are not recommended for survey control.
 TG1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1428.See file dsdata.txt to determine how the superseded data were derived.
 TG1428
 TG1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP781323(NAD 83)
 TG1428_MARKER: DB = BENCH MARK DISK
 TG1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1428_STAMPING: D-354 1935
 TG1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1428+STABILITY: SURFACE MOTION
 TG1428
 TG1428  HISTORY     - Date     Condition        Report By
 TG1428  HISTORY     - 1935     MONUMENTED       CGS
 TG1428  HISTORY     - 1967     MARK NOT FOUND   USGS
 TG1428
 TG1428                          STATION DESCRIPTION
 TG1428
 TG1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1428'12 MI E FROM BAINVILLE, MT.
 TG1428'12 MILES EAST OF DEPOT.  ALONG HIGHWAY NO. 2. 1 MILE EAST, THENCE 2.8
 TG1428'MILES NORTH WEST, THENCE 1 MILE NORTH, THENCE 1 MILE WEST, THENCE 2
 TG1428'MILES NORTH, THENCE 3 MILES WEST OF TRENTON. 4.66 MILES EAST OF THE
 TG1428'MONTANA-NORTH DAKOTA BOUNDARY LINE. AT NORTH EAST CORNER OF SEC. 29,
 TG1428'T-154, R-103.  SET AT ROAD CROSSING. 30 FEET WEST, THENCE 51 FEET
 TG1428'SOUTH OF CENTERLINE OF THE CROSSING. 9 FEET SOUTH OF POWER LINE POLE.
 TG1428'2 FEET BELOW ROAD LEVEL.
 TG1428
 TG1428                          STATION RECOVERY (1967)
 TG1428
 TG1428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1416 ***********************************************************************
 TG1416  DESIGNATION -  D 355
 TG1416  PID         -  TG1416
 TG1416  STATE/COUNTY-  ND/WILLIAMS
 TG1416  USGS QUAD   -  WEST BONETRAILL (1974)
 TG1416
 TG1416                         *CURRENT SURVEY CONTROL
 TG1416  ___________________________________________________________________
 TG1416* NAD 83(1986)-  48 24 07.     (N)    103 54 25.     (W)     SCALED    
 TG1416* NAVD 88     -       742.071  (meters)    2434.61   (feet)  ADJUSTED  
 TG1416  ___________________________________________________________________
 TG1416  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1416  DYNAMIC HT  -         742.162 (meters)    2434.91  (feet)  COMP
 TG1416  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 TG1416
 TG1416  VERT ORDER  -  SECOND    CLASS 0
 TG1416
 TG1416.The horizontal coordinates were scaled from a topographic map and have
 TG1416.an estimated accuracy of +/- 6 seconds.
 TG1416
 TG1416.The orthometric height was determined by differential leveling
 TG1416.and adjusted by the National Geodetic Survey in June 1991..
 TG1416
 TG1416.The geoid height was determined by GEOID03.
 TG1416
 TG1416.The dynamic height is computed by dividing the NAVD 88
 TG1416.geopotential number by the normal gravity value computed on the
 TG1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1416.degrees latitude (g = 980.6199 gals.).
 TG1416
 TG1416.The modeled gravity was interpolated from observed gravity values.
 TG1416
 TG1416;                    North         East    Units  Estimated Accuracy
 TG1416;SPC ND N     -   161,450.      347,830.      MT  (+/- 180 meters Scaled)
 TG1416
 TG1416                          SUPERSEDED SURVEY CONTROL
 TG1416
 TG1416  NGVD 29 (??/??/92)  741.546  (m)         2432.89   (f) ADJ UNCH    2 0
 TG1416
 TG1416.Superseded values are not recommended for survey control.
 TG1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1416.See file dsdata.txt to determine how the superseded data were derived.
 TG1416
 TG1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP809615(NAD 83)
 TG1416_MARKER: DB = BENCH MARK DISK
 TG1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1416_STAMPING: D-355 1935
 TG1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1416+STABILITY: SURFACE MOTION
 TG1416
 TG1416  HISTORY     - Date     Condition        Report By
 TG1416  HISTORY     - 1935     MONUMENTED       CGS
 TG1416  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1416
 TG1416                          STATION DESCRIPTION
 TG1416
 TG1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1416'30.0 MI SE FROM GRENORA.
 TG1416'0.8 MILE SOUTH ALONG THE TRENTON ROAD FROM GRENORA, WILLIAMS COUNTY,
 TG1416'THENCE 1.5 MILES EAST AND 14.3 MILES SOUTH ALONG ANOTHER ROAD.  AT THE
 TG1416'SOUTHEAST CORNER OF SECTION 19, T 157 N, R 102 W, AT A ROAD
 TG1416'INTERSECTION, 46 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 TG1416'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 8
 TG1416'FEET NORTH AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, 8 FEET
 TG1416'NORTH OF A POLE IN A ROW OF POLES, AND LEVEL WITH THE ROAD.  A
 TG1416'STANDARD DISK, STAMPED D 355 1935 AND SET IN THE TOP OF A CONCRETE
 TG1416'POST.
 TG1416
 TG1416                          STATION RECOVERY (1974)
 TG1416
 TG1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1508 ***********************************************************************
 TG1508  DESIGNATION -  D 356
 TG1508  PID         -  TG1508
 TG1508  STATE/COUNTY-  ND/WILLIAMS
 TG1508  USGS QUAD   -  ZAHL (1948)
 TG1508
 TG1508                         *CURRENT SURVEY CONTROL
 TG1508  ___________________________________________________________________
 TG1508* NAD 83(1986)-  48 34 15.     (N)    103 41 03.     (W)     SCALED    
 TG1508* NAVD 88     -       605.657  (meters)    1987.06   (feet)  ADJUSTED  
 TG1508  ___________________________________________________________________
 TG1508  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG1508  DYNAMIC HT  -         605.757 (meters)    1987.39  (feet)  COMP
 TG1508  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TG1508
 TG1508  VERT ORDER  -  SECOND    CLASS 0
 TG1508
 TG1508.The horizontal coordinates were scaled from a topographic map and have
 TG1508.an estimated accuracy of +/- 6 seconds.
 TG1508
 TG1508.The orthometric height was determined by differential leveling
 TG1508.and adjusted by the National Geodetic Survey in June 1991..
 TG1508
 TG1508.The geoid height was determined by GEOID03.
 TG1508
 TG1508.The dynamic height is computed by dividing the NAVD 88
 TG1508.geopotential number by the normal gravity value computed on the
 TG1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1508.degrees latitude (g = 980.6199 gals.).
 TG1508
 TG1508.The modeled gravity was interpolated from observed gravity values.
 TG1508
 TG1508;                    North         East    Units  Estimated Accuracy
 TG1508;SPC ND N     -   179,510.      365,090.      MT  (+/- 180 meters Scaled)
 TG1508
 TG1508                          SUPERSEDED SURVEY CONTROL
 TG1508
 TG1508  NGVD 29 (??/??/92)  605.196  (m)         1985.55   (f) ADJ UNCH    2 0
 TG1508
 TG1508.Superseded values are not recommended for survey control.
 TG1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1508.See file dsdata.txt to determine how the superseded data were derived.
 TG1508
 TG1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP970805(NAD 83)
 TG1508_MARKER: DB = BENCH MARK DISK
 TG1508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1508_STAMPING: D-356 1935
 TG1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1508
 TG1508  HISTORY     - Date     Condition        Report By
 TG1508  HISTORY     - 1935     MONUMENTED       CGS
 TG1508  HISTORY     - 1981     GOOD             NGS
 TG1508
 TG1508                          STATION DESCRIPTION
 TG1508
 TG1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1508'0.4 MI E FROM ZAHL.
 TG1508'0.4 MILES EAST OF DEPOT AT ALONG THE GREAT NORTHERN RAILWAY, 6 POLES
 TG1508'WEST OF MILEPOLE 74, AT DOUBLE 8 FOOT BY 3 FOOT R C B HIWAY (STATE NO.
 TG1508'50) CULVERT.  SET IN CENTER OF NORTH HEADWALL, 125 FT SOUTHEAST OF
 TG1508'CENTERLINE OF TRACK. 12 FT NORTH OF CENTERLINE OF HIWAY, AND 3 1/2 FT
 TG1508'BELOW RAIL LEVEL.
 TG1508
 TG1508                          STATION RECOVERY (1981)
 TG1508
 TG1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1450 ***********************************************************************
 TG1450  DESIGNATION -  D 357
 TG1450  PID         -  TG1450
 TG1450  STATE/COUNTY-  ND/WILLIAMS
 TG1450  USGS QUAD   -  BONETRAILL SE (1974)
 TG1450
 TG1450                         *CURRENT SURVEY CONTROL
 TG1450  ___________________________________________________________________
 TG1450* NAD 83(1986)-  48 17 56.     (N)    103 47 55.     (W)     SCALED    
 TG1450* NAVD 88     -       716.314  (meters)    2350.11   (feet)  ADJUSTED  
 TG1450  ___________________________________________________________________
 TG1450  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG1450  DYNAMIC HT  -         716.400 (meters)    2350.39  (feet)  COMP
 TG1450  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 TG1450
 TG1450  VERT ORDER  -  SECOND    CLASS 0
 TG1450
 TG1450.The horizontal coordinates were scaled from a topographic map and have
 TG1450.an estimated accuracy of +/- 6 seconds.
 TG1450
 TG1450.The orthometric height was determined by differential leveling
 TG1450.and adjusted by the National Geodetic Survey in June 1991..
 TG1450
 TG1450.The geoid height was determined by GEOID03.
 TG1450
 TG1450.The dynamic height is computed by dividing the NAVD 88
 TG1450.geopotential number by the normal gravity value computed on the
 TG1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1450.degrees latitude (g = 980.6199 gals.).
 TG1450
 TG1450.The modeled gravity was interpolated from observed gravity values.
 TG1450
 TG1450;                    North         East    Units  Estimated Accuracy
 TG1450;SPC ND N     -   149,650.      355,350.      MT  (+/- 180 meters Scaled)
 TG1450
 TG1450                          SUPERSEDED SURVEY CONTROL
 TG1450
 TG1450  NGVD 29 (??/??/92)  715.804  (m)         2348.43   (f) ADJ UNCH    2 0
 TG1450
 TG1450.Superseded values are not recommended for survey control.
 TG1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1450.See file dsdata.txt to determine how the superseded data were derived.
 TG1450
 TG1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP890502(NAD 83)
 TG1450_MARKER: DB = BENCH MARK DISK
 TG1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1450_STAMPING: D-357 1935
 TG1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1450+STABILITY: SURFACE MOTION
 TG1450
 TG1450  HISTORY     - Date     Condition        Report By
 TG1450  HISTORY     - 1935     MONUMENTED       CGS
 TG1450
 TG1450                          STATION DESCRIPTION
 TG1450
 TG1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1450'18.4 MI NW FROM WILLISTON.
 TG1450'ALONG ROADS TO A CROSS ROAD AND SCHOOL AT THE NORTHEAST CORNER OF
 TG1450'SECTION 33, TOWNSHIP 156, RANGE 102, 18.4 MILES NORTH AND WEST OF THE
 TG1450'POSTOFFICE AT WILLISTON.  SET IN POST 70 FEET SOUTH OF THE CENTERLINE
 TG1450'OF THE EAST-WEST ROAD, 29 FEET WEST OF THE CENTERLINE OF THE
 TG1450'NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CORNER FENCE POST, 1 FOOT EAST
 TG1450'OF THE FENCE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1379 ***********************************************************************
 TG1379  DESIGNATION -  D 358
 TG1379  PID         -  TG1379
 TG1379  STATE/COUNTY-  ND/WILLIAMS
 TG1379  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1379
 TG1379                         *CURRENT SURVEY CONTROL
 TG1379  ___________________________________________________________________
 TG1379* NAD 83(1986)-  48 19 39.     (N)    103 31 05.     (W)     SCALED    
 TG1379* NAVD 88     -       637.859  (meters)    2092.71   (feet)  POSTED    
 TG1379  ___________________________________________________________________
 TG1379  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1379  DYNAMIC HT  -         637.950 (meters)    2093.01  (feet)  COMP
 TG1379  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG1379
 TG1379  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1379
 TG1379.The horizontal coordinates were scaled from a topographic map and have
 TG1379.an estimated accuracy of +/- 6 seconds.
 TG1379
 TG1379.The orthometric height was determined by differential leveling
 TG1379.and adjusted by the National Geodetic Survey in 1992..
 TG1379.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1379.rate of 0.0 thru 1.0 mm/km.
 TG1379
 TG1379.The geoid height was determined by GEOID03.
 TG1379
 TG1379.The dynamic height is computed by dividing the NAVD 88
 TG1379.geopotential number by the normal gravity value computed on the
 TG1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1379.degrees latitude (g = 980.6199 gals.).
 TG1379
 TG1379.The modeled gravity was interpolated from observed gravity values.
 TG1379
 TG1379;                    North         East    Units  Estimated Accuracy
 TG1379;SPC ND N     -   151,980.      376,280.      MT  (+/- 180 meters Scaled)
 TG1379
 TG1379                          SUPERSEDED SURVEY CONTROL
 TG1379
 TG1379  NGVD 29 (??/??/92)  637.380  (m)         2091.14   (f) ADJ UNCH    2 0
 TG1379
 TG1379.Superseded values are not recommended for survey control.
 TG1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1379.See file dsdata.txt to determine how the superseded data were derived.
 TG1379
 TG1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP098537(NAD 83)
 TG1379_MARKER: DB = BENCH MARK DISK
 TG1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1379_STAMPING: D 358 1935
 TG1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1379+STABILITY: SURFACE MOTION
 TG1379
 TG1379  HISTORY     - Date     Condition        Report By
 TG1379  HISTORY     - 1935     MONUMENTED       CGS
 TG1379  HISTORY     - 1958     MARK NOT FOUND   NGS
 TG1379
 TG1379                          STATION DESCRIPTION
 TG1379
 TG1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TG1379'0.6 MI NW FROM SPRING BROOK.
 TG1379'0.6 MILE NORTHWEST ALONG A ROAD FROM SPRING BROOK, WILLIAMS COUNTY,
 TG1379'5.0 MILES NORTH ALONG THE ALAMO ROAD, AND 2.0 MILES WEST ALONG ANOTHER
 TG1379'ROAD.  AT THE NORTHWEST CORNER OF SECTION 23, T 156 N, R 100 W, AT A
 TG1379'ROAD INTERSECTION, 30 FEET EAST OF THE CENTERLINE OF THE
 TG1379'NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE
 TG1379'EAST-AND-WEST ROAD, 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER,
 TG1379'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED D 358 1935 AND SET
 TG1379'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1087 ***********************************************************************
 TG1087  DESIGNATION -  D 360
 TG1087  PID         -  TG1087
 TG1087  STATE/COUNTY-  ND/DIVIDE
 TG1087  USGS QUAD   -  AMBROSE (1948)
 TG1087
 TG1087                         *CURRENT SURVEY CONTROL
 TG1087  ___________________________________________________________________
 TG1087* NAD 83(1986)-  48 53 40.     (N)    103 25 16.     (W)     SCALED    
 TG1087* NAVD 88     -       670.573  (meters)    2200.04   (feet)  ADJUSTED  
 TG1087  ___________________________________________________________________
 TG1087  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG1087  DYNAMIC HT  -         670.702 (meters)    2200.46  (feet)  COMP
 TG1087  MODELED GRAV-     980,779.5   (mgal)                       NAVD 88
 TG1087
 TG1087  VERT ORDER  -  SECOND    CLASS 0
 TG1087
 TG1087.The horizontal coordinates were scaled from a topographic map and have
 TG1087.an estimated accuracy of +/- 6 seconds.
 TG1087
 TG1087.The orthometric height was determined by differential leveling
 TG1087.and adjusted by the National Geodetic Survey in June 1991..
 TG1087
 TG1087.The geoid height was determined by GEOID03.
 TG1087
 TG1087.The dynamic height is computed by dividing the NAVD 88
 TG1087.geopotential number by the normal gravity value computed on the
 TG1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1087.degrees latitude (g = 980.6199 gals.).
 TG1087
 TG1087.The modeled gravity was interpolated from observed gravity values.
 TG1087
 TG1087;                    North         East    Units  Estimated Accuracy
 TG1087;SPC ND N     -   214,700.      385,850.      MT  (+/- 180 meters Scaled)
 TG1087
 TG1087                          SUPERSEDED SURVEY CONTROL
 TG1087
 TG1087  NGVD 29 (??/??/92)  670.087  (m)         2198.44   (f) ADJ UNCH    2 0
 TG1087
 TG1087.Superseded values are not recommended for survey control.
 TG1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1087.See file dsdata.txt to determine how the superseded data were derived.
 TG1087
 TG1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ157169(NAD 83)
 TG1087_MARKER: DB = BENCH MARK DISK
 TG1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1087_STAMPING: D-360 1935
 TG1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1087+STABILITY: SURFACE MOTION
 TG1087
 TG1087  HISTORY     - Date     Condition        Report By
 TG1087  HISTORY     - 1935     MONUMENTED       CGS
 TG1087  HISTORY     - 20041109 MARK NOT FOUND   NDWC
 TG1087
 TG1087                          STATION DESCRIPTION
 TG1087
 TG1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1087'6.7 MI SW FROM CROSBY.
 TG1087'ALONG THE FORTUNA ROAD (STATE ROUTE NO. 5) TO A CROSS ROAD 5.7 MILES
 TG1087'WEST OF MAIN STREET AT CROSBY, THENCE SOUTH 1 MILE TO A CROSS ROAD.
 TG1087'SET IN POST IN THE NORTHEAST QUARTER OF THE INTERSECTION, 38 FEET
 TG1087'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 35 FEET EAST OF THE
 TG1087'CENTERLINE OF THE NORTH-SOUTH ROAD, 15 FEET NORTH OF THE NORTH SIDE OF
 TG1087'A ROCK PILE, AT ROAD LEVEL.
 TG1087
 TG1087                          STATION RECOVERY (2004)
 TG1087
 TG1087'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1081 ***********************************************************************
 TG1081  DESIGNATION -  D 361
 TG1081  PID         -  TG1081
 TG1081  STATE/COUNTY-  ND/DIVIDE
 TG1081  USGS QUAD   -  NOONAN (1981)
 TG1081
 TG1081                         *CURRENT SURVEY CONTROL
 TG1081  ___________________________________________________________________
 TG1081* NAD 83(1986)-  48 59 57.     (N)    103 00 17.     (W)     SCALED    
 TG1081* NAVD 88     -       578.300  (meters)    1897.31   (feet)  ADJUSTED  
 TG1081  ___________________________________________________________________
 TG1081  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG1081  DYNAMIC HT  -         578.435 (meters)    1897.75  (feet)  COMP
 TG1081  MODELED GRAV-     980,825.6   (mgal)                       NAVD 88
 TG1081
 TG1081  VERT ORDER  -  SECOND    CLASS 0
 TG1081
 TG1081.The horizontal coordinates were scaled from a topographic map and have
 TG1081.an estimated accuracy of +/- 6 seconds.
 TG1081
 TG1081.The orthometric height was determined by differential leveling
 TG1081.and adjusted by the National Geodetic Survey in June 1991..
 TG1081
 TG1081.The geoid height was determined by GEOID03.
 TG1081
 TG1081.The dynamic height is computed by dividing the NAVD 88
 TG1081.geopotential number by the normal gravity value computed on the
 TG1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1081.degrees latitude (g = 980.6199 gals.).
 TG1081
 TG1081.The modeled gravity was interpolated from observed gravity values.
 TG1081
 TG1081;                    North         East    Units  Estimated Accuracy
 TG1081;SPC ND N     -   225,270.      416,740.      MT  (+/- 180 meters Scaled)
 TG1081
 TG1081                          SUPERSEDED SURVEY CONTROL
 TG1081
 TG1081  NGVD 29 (??/??/92)  577.880  (m)         1895.93   (f) ADJ UNCH    2 0
 TG1081
 TG1081.Superseded values are not recommended for survey control.
 TG1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1081.See file dsdata.txt to determine how the superseded data were derived.
 TG1081
 TG1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ459292(NAD 83)
 TG1081_MARKER: DB = BENCH MARK DISK
 TG1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1081_STAMPING: D-361 1935
 TG1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1081+STABILITY: SURFACE MOTION
 TG1081
 TG1081  HISTORY     - Date     Condition        Report By
 TG1081  HISTORY     - 1935     MONUMENTED       CGS
 TG1081  HISTORY     - 1960     GOOD             NGS
 TG1081
 TG1081                          STATION DESCRIPTION
 TG1081
 TG1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1081'7.0 MI N FROM NOONAN.
 TG1081'ALONG THE ESTEVAN ROAD (STATE ROUTE NO. 40) TO A RIGHT-ANGLE CURVE
 TG1081'EAST AT THE CANADIAN LINE.  SET IN POST APPROXIMATELY ON THE BOUNDARY
 TG1081'LINE, AT THE EAST END OF THE CURVE, 450 FEET EAST OF THE NORTH-SOUTH
 TG1081'CENTERLINE, 40 FEET SOUTH OF THE EAST-WEST CENTERLINE, 1 1/2 FEET
 TG1081'NORTH OF THE FENCE, AT ROAD LEVEL.  A STANDARD DISK, STAMPED D 361
 TG1081'1935.
 TG1081
 TG1081                          STATION RECOVERY (1960)
 TG1081
 TG1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TG1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0995 ***********************************************************************
 SN0995  DESIGNATION -  D 362
 SN0995  PID         -  SN0995
 SN0995  STATE/COUNTY-  ND/MERCER
 SN0995  USGS QUAD   -  ZAP (1969)
 SN0995
 SN0995                         *CURRENT SURVEY CONTROL
 SN0995  ___________________________________________________________________
 SN0995* NAD 83(1986)-  47 16 49.     (N)    101 53 01.     (W)     SCALED    
 SN0995* NAVD 88     -       561.814  (meters)    1843.22   (feet)  ADJUSTED  
 SN0995  ___________________________________________________________________
 SN0995  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SN0995  DYNAMIC HT  -         561.847 (meters)    1843.33  (feet)  COMP
 SN0995  MODELED GRAV-     980,653.4   (mgal)                       NAVD 88
 SN0995
 SN0995  VERT ORDER  -  SECOND    CLASS 0
 SN0995
 SN0995.The horizontal coordinates were scaled from a topographic map and have
 SN0995.an estimated accuracy of +/- 6 seconds.
 SN0995
 SN0995.The orthometric height was determined by differential leveling
 SN0995.and adjusted by the National Geodetic Survey in June 1991..
 SN0995
 SN0995.The geoid height was determined by GEOID03.
 SN0995
 SN0995.The dynamic height is computed by dividing the NAVD 88
 SN0995.geopotential number by the normal gravity value computed on the
 SN0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0995.degrees latitude (g = 980.6199 gals.).
 SN0995
 SN0995.The modeled gravity was interpolated from observed gravity values.
 SN0995
 SN0995;                    North         East    Units  Estimated Accuracy
 SN0995;SPC ND S     -   180,290.      495,330.      MT  (+/- 180 meters Scaled)
 SN0995
 SN0995                          SUPERSEDED SURVEY CONTROL
 SN0995
 SN0995  NGVD 29 (??/??/92)  561.406  (m)         1841.88   (f) ADJ UNCH    2 0
 SN0995
 SN0995.Superseded values are not recommended for survey control.
 SN0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0995.See file dsdata.txt to determine how the superseded data were derived.
 SN0995
 SN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT819403(NAD 83)
 SN0995_MARKER: DB = BENCH MARK DISK
 SN0995_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SN0995_SP_SET: 56 FEET
 SN0995_STAMPING: D 362 1958
 SN0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0995
 SN0995  HISTORY     - Date     Condition        Report By
 SN0995  HISTORY     - 1958     MONUMENTED       CGS
 SN0995
 SN0995                          STATION DESCRIPTION
 SN0995
 SN0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0995'1.95 MI E FROM ZAP.
 SN0995'1.95 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SN0995'AT ZAP, 1 POLE WEST OF MILEPOST 78, 43 FEET SOUTH OF THE SOUTH RAIL OF
 SN0995'THE MAIN TRACKS, 147 FEET WEST OF A SWITCH STAND, 6 FEET NORTH OF A
 SN0995'TELEPHONE POLE, 2 FEET WEST OF A CONCRETE WITNESS POST, AND ON THE TOP
 SN0995'OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 56 FEET
 SN0995'AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0247 ***********************************************************************
 TF0247  DESIGNATION -  D 365
 TF0247  PID         -  TF0247
 TF0247  STATE/COUNTY-  ND/MCHENRY
 TF0247  USGS QUAD   -  TOWNER NW (1980)
 TF0247
 TF0247                         *CURRENT SURVEY CONTROL
 TF0247  ___________________________________________________________________
 TF0247* NAD 83(1986)-  48 26 38.     (N)    100 23 06.     (W)     SCALED    
 TF0247* NAVD 88     -       445.912  (meters)    1462.96   (feet)  ADJUSTED  
 TF0247  ___________________________________________________________________
 TF0247  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0247  DYNAMIC HT  -         446.008 (meters)    1463.28  (feet)  COMP
 TF0247  MODELED GRAV-     980,812.0   (mgal)                       NAVD 88
 TF0247
 TF0247  VERT ORDER  -  SECOND    CLASS 0
 TF0247
 TF0247.The horizontal coordinates were scaled from a topographic map and have
 TF0247.an estimated accuracy of +/- 6 seconds.
 TF0247
 TF0247.The orthometric height was determined by differential leveling
 TF0247.and adjusted by the National Geodetic Survey in June 1991..
 TF0247
 TF0247.The geoid height was determined by GEOID03.
 TF0247
 TF0247.The dynamic height is computed by dividing the NAVD 88
 TF0247.geopotential number by the normal gravity value computed on the
 TF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0247.degrees latitude (g = 980.6199 gals.).
 TF0247
 TF0247.The modeled gravity was interpolated from observed gravity values.
 TF0247
 TF0247;                    North         East    Units  Estimated Accuracy
 TF0247;SPC ND N     -   160,540.      608,510.      MT  (+/- 180 meters Scaled)
 TF0247
 TF0247                          SUPERSEDED SURVEY CONTROL
 TF0247
 TF0247  NGVD 29 (??/??/92)  445.543  (m)         1461.75   (f) ADJ UNCH    2 0
 TF0247
 TF0247.Superseded values are not recommended for survey control.
 TF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0247.See file dsdata.txt to determine how the superseded data were derived.
 TF0247
 TF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU975665(NAD 83)
 TF0247_MARKER: DB = BENCH MARK DISK
 TF0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0247_STAMPING: D 365 1935
 TF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0247+STABILITY: SURFACE MOTION
 TF0247
 TF0247  HISTORY     - Date     Condition        Report By
 TF0247  HISTORY     - 1935     MONUMENTED       CGS
 TF0247
 TF0247                          STATION DESCRIPTION
 TF0247
 TF0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0247'7.7 MI N FROM TOWNER.
 TF0247'7.7 MILES NORTH ALONG THE BARTON ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0247'WATER TOWER AT TOWNER, MCHENRY COUNTY, AT THE SOUTHWEST CORNER OF
 TF0247'SECTION 5, T 157 N, R 75 W, AT THE JUNCTION OF A ROAD LEADING EAST, 60
 TF0247'FEET EAST OF THE CENTERLINE OF THE BARTON ROAD, 24 FEET NORTH OF THE
 TF0247'CENTERLINE OF THE EAST-AND-WEST ROAD, 2.5 FEET SOUTH AND 27 FEET EAST
 TF0247'OF A RIGHT-OF-WAY FENCE CORNER, AND 2 FEET LOWER THAN THE ROAD. A
 TF0247'STANDARD DISK, STAMPED D 365 1935 AND SET IN THE TOP OF A CONCRETE
 TF0247'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1642 ***********************************************************************
 TF1642  DESIGNATION -  D 374
 TF1642  PID         -  TF1642
 TF1642  STATE/COUNTY-  ND/RENVILLE
 TF1642  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1642
 TF1642                         *CURRENT SURVEY CONTROL
 TF1642  ___________________________________________________________________
 TF1642* NAD 83(1986)-  48 50 09.     (N)    101 49 30.     (W)     SCALED    
 TF1642* NAVD 88     -       539.524  (meters)    1770.09   (feet)  ADJUSTED  
 TF1642  ___________________________________________________________________
 TF1642  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1642  DYNAMIC HT  -         539.642 (meters)    1770.48  (feet)  COMP
 TF1642  MODELED GRAV-     980,811.3   (mgal)                       NAVD 88
 TF1642
 TF1642  VERT ORDER  -  SECOND    CLASS 0
 TF1642
 TF1642.The horizontal coordinates were scaled from a topographic map and have
 TF1642.an estimated accuracy of +/- 6 seconds.
 TF1642
 TF1642.The orthometric height was determined by differential leveling
 TF1642.and adjusted by the National Geodetic Survey in June 1991..
 TF1642
 TF1642.The geoid height was determined by GEOID03.
 TF1642
 TF1642.The dynamic height is computed by dividing the NAVD 88
 TF1642.geopotential number by the normal gravity value computed on the
 TF1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1642.degrees latitude (g = 980.6199 gals.).
 TF1642
 TF1642.The modeled gravity was interpolated from observed gravity values.
 TF1642
 TF1642;                    North         East    Units  Estimated Accuracy
 TF1642;SPC ND N     -   204,960.      502,730.      MT  (+/- 180 meters Scaled)
 TF1642
 TF1642                          SUPERSEDED SURVEY CONTROL
 TF1642
 TF1642  NGVD 29 (??/??/92)  539.153  (m)         1768.87   (f) ADJ UNCH    2 0
 TF1642
 TF1642.Superseded values are not recommended for survey control.
 TF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1642.See file dsdata.txt to determine how the superseded data were derived.
 TF1642
 TF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV927130(NAD 83)
 TF1642_MARKER: DB = BENCH MARK DISK
 TF1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1642_STAMPING: D 374 1935
 TF1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1642+STABILITY: SURFACE MOTION
 TF1642
 TF1642  HISTORY     - Date     Condition        Report By
 TF1642  HISTORY     - 1935     MONUMENTED       CGS
 TF1642  HISTORY     - 1963     GOOD             NGS
 TF1642
 TF1642                          STATION DESCRIPTION
 TF1642
 TF1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1642'9.1 MI NE FROM TOLLEY.
 TF1642'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1642'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILE
 TF1642'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1642'ALONG A DIRT ROAD, THENCE 2.4 MILES NORTH ALONG COUNTY ROAD 3,
 TF1642'SOUTHWEST OF AND ACROSS THE ROAD FROM A FARM HOUSE, 45 FEET WEST OF
 TF1642'THE CENTER LINE OF THE ROAD, 9 FEET WEST OF A FENCE CORNER, 2 FEET
 TF1642'SOUTH OF A FENCE, 1.0 FEET NORTH WEST OF A METAL WITNESS POST, ABOUT 2
 TF1642'FET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF1642'PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0850 ***********************************************************************
 SM0850  DESIGNATION -  D 376
 SM0850  PID         -  SM0850
 SM0850  STATE/COUNTY-  ND/WELLS
 SM0850  USGS QUAD   -  HURDSFIELD (1978)
 SM0850
 SM0850                         *CURRENT SURVEY CONTROL
 SM0850  ___________________________________________________________________
 SM0850* NAD 83(1986)-  47 26 34.     (N)    099 56 52.     (W)     SCALED    
 SM0850* NAVD 88     -       576.325  (meters)    1890.83   (feet)  ADJUSTED  
 SM0850  ___________________________________________________________________
 SM0850  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SM0850  DYNAMIC HT  -         576.371 (meters)    1890.98  (feet)  COMP
 SM0850  MODELED GRAV-     980,673.9   (mgal)                       NAVD 88
 SM0850
 SM0850  VERT ORDER  -  SECOND    CLASS 0
 SM0850
 SM0850.The horizontal coordinates were scaled from a topographic map and have
 SM0850.an estimated accuracy of +/- 6 seconds.
 SM0850
 SM0850.The orthometric height was determined by differential leveling
 SM0850.and adjusted by the National Geodetic Survey in June 1991..
 SM0850
 SM0850.The geoid height was determined by GEOID03.
 SM0850
 SM0850.The dynamic height is computed by dividing the NAVD 88
 SM0850.geopotential number by the normal gravity value computed on the
 SM0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0850.degrees latitude (g = 980.6199 gals.).
 SM0850
 SM0850.The modeled gravity was interpolated from observed gravity values.
 SM0850
 SM0850;                    North         East    Units  Estimated Accuracy
 SM0850;SPC ND N     -    49,380.      641,650.      MT  (+/- 180 meters Scaled)
 SM0850
 SM0850                          SUPERSEDED SURVEY CONTROL
 SM0850
 SM0850  NGVD 29 (??/??/92)  575.91   (m)         1889.5    (f) COMPUTED    2 0
 SM0850
 SM0850.Superseded values are not recommended for survey control.
 SM0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0850.See file dsdata.txt to determine how the superseded data were derived.
 SM0850
 SM0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT285548(NAD 83)
 SM0850_MARKER: DB = BENCH MARK DISK
 SM0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0850_STAMPING: D-376 1940
 SM0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0850+STABILITY: SURFACE MOTION
 SM0850
 SM0850  HISTORY     - Date     Condition        Report By
 SM0850  HISTORY     - 1940     MONUMENTED       CGS
 SM0850
 SM0850                          STATION DESCRIPTION
 SM0850
 SM0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SM0850'1.3 MI W FROM HURDSFIELD.
 SM0850'1.3 MILES WEST OF ALONG STATE HIGHWAYS 3 AND 7 D-376 IS LOCATED 1.3
 SM0850'MILES WEST OF THE NORTHERN PACIFIC RAILWAY STATION AT HURDSFIELD, 32
 SM0850'FEET SOUTH OF HIGHWAYS 3 AND 7, 219 FEET WEST OF THE CENTER LINE OF A
 SM0850'SECTION LINE ROAD LEADING NORTH, 1.7 FEET EAST OF A WHITE WOODEN POST
 SM0850'STENCILED U.S. B.M.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 SM0850'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0139 ***********************************************************************
 SO0139  DESIGNATION -  D 378
 SO0139  PID         -  SO0139
 SO0139  STATE/COUNTY-  ND/MCLEAN
 SO0139  USGS QUAD   -  RAUB (1967)
 SO0139
 SO0139                         *CURRENT SURVEY CONTROL
 SO0139  ___________________________________________________________________
 SO0139* NAD 83(1986)-  47 44 46.     (N)    102 06 29.     (W)     SCALED    
 SO0139* NAVD 88     -       596.411  (meters)    1956.73   (feet)  ADJUSTED  
 SO0139  ___________________________________________________________________
 SO0139  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SO0139  DYNAMIC HT  -         596.486 (meters)    1956.97  (feet)  COMP
 SO0139  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 SO0139
 SO0139  VERT ORDER  -  SECOND    CLASS 0
 SO0139
 SO0139.The horizontal coordinates were scaled from a topographic map and have
 SO0139.an estimated accuracy of +/- 6 seconds.
 SO0139
 SO0139.The orthometric height was determined by differential leveling
 SO0139.and adjusted by the National Geodetic Survey in June 1991..
 SO0139
 SO0139.The geoid height was determined by GEOID03.
 SO0139
 SO0139.The dynamic height is computed by dividing the NAVD 88
 SO0139.geopotential number by the normal gravity value computed on the
 SO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0139.degrees latitude (g = 980.6199 gals.).
 SO0139
 SO0139.The modeled gravity was interpolated from observed gravity values.
 SO0139
 SO0139;                    North         East    Units  Estimated Accuracy
 SO0139;SPC ND N     -    84,210.      479,430.      MT  (+/- 180 meters Scaled)
 SO0139
 SO0139                          SUPERSEDED SURVEY CONTROL
 SO0139
 SO0139  NGVD 29 (??/??/92)  595.99   (m)         1955.3    (f) COMPUTED    2 0
 SO0139
 SO0139.Superseded values are not recommended for survey control.
 SO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0139.See file dsdata.txt to determine how the superseded data were derived.
 SO0139
 SO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN167921(NAD 83)
 SO0139_MARKER: DB = BENCH MARK DISK
 SO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0139_STAMPING: D-378 1940
 SO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0139+STABILITY: SURFACE MOTION
 SO0139
 SO0139  HISTORY     - Date     Condition        Report By
 SO0139  HISTORY     - 1940     MONUMENTED       CGS
 SO0139
 SO0139                          STATION DESCRIPTION
 SO0139
 SO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0139'15.4 MI S FROM PARSHALL.
 SO0139'15.4 MILES SOUTH OF THE SOO LINE RAILWAY STATION AT PARSHALL, 40.1
 SO0139'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28.8 FEET WEST OF THE
 SO0139'CENTER LINE OF A SECTION LINE ROAD, 1.7 FEET EAST AND 1.4 FEET SOUTH
 SO0139'OF A FENCE CORNER POST, 1.6 FEET SOUTH OF A WHITE WOODEN POST
 SO0139'STENCILED U.S. B.M.  A STANDARD DISK STAMPED D-378 1940 AND SET IN THE
 SO0139'TOP OF A CONCRETE POST 0.1 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0140 ***********************************************************************
 SO0140  DESIGNATION -  D 378 RESET
 SO0140  PID         -  SO0140
 SO0140  STATE/COUNTY-  ND/MCLEAN
 SO0140  USGS QUAD   -  RAUB (1967)
 SO0140
 SO0140                         *CURRENT SURVEY CONTROL
 SO0140  ___________________________________________________________________
 SO0140* NAD 83(1986)-  47 44 46.     (N)    102 06 29.     (W)     SCALED    
 SO0140* NAVD 88     -       596.352  (meters)    1956.53   (feet)  ADJUSTED  
 SO0140  ___________________________________________________________________
 SO0140  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SO0140  DYNAMIC HT  -         596.428 (meters)    1956.78  (feet)  COMP
 SO0140  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 SO0140
 SO0140  VERT ORDER  -  SECOND    CLASS 0
 SO0140
 SO0140.The horizontal coordinates were scaled from a topographic map and have
 SO0140.an estimated accuracy of +/- 6 seconds.
 SO0140
 SO0140.The orthometric height was determined by differential leveling
 SO0140.and adjusted by the National Geodetic Survey in June 1991..
 SO0140
 SO0140.The geoid height was determined by GEOID03.
 SO0140
 SO0140.The dynamic height is computed by dividing the NAVD 88
 SO0140.geopotential number by the normal gravity value computed on the
 SO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0140.degrees latitude (g = 980.6199 gals.).
 SO0140
 SO0140.The modeled gravity was interpolated from observed gravity values.
 SO0140
 SO0140;                    North         East    Units  Estimated Accuracy
 SO0140;SPC ND N     -    84,210.      479,430.      MT  (+/- 180 meters Scaled)
 SO0140
 SO0140                          SUPERSEDED SURVEY CONTROL
 SO0140
 SO0140  NGVD 29 (??/??/92)  595.932  (m)         1955.15   (f) ADJ UNCH    2 0
 SO0140
 SO0140.Superseded values are not recommended for survey control.
 SO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0140.See file dsdata.txt to determine how the superseded data were derived.
 SO0140
 SO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN167921(NAD 83)
 SO0140_MARKER: DB = BENCH MARK DISK
 SO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0140_STAMPING: D 378 RESET 1957
 SO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0140+STABILITY: SURFACE MOTION
 SO0140
 SO0140  HISTORY     - Date     Condition        Report By
 SO0140  HISTORY     - 1957     MONUMENTED       CGS
 SO0140  HISTORY     - 1962     GOOD             NGS
 SO0140  HISTORY     - 1970     GOOD             NGS
 SO0140
 SO0140                          STATION DESCRIPTION
 SO0140
 SO0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0140'3.0 MI W FROM RAUB.
 SO0140'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0140'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, 143 FEET SOUTHWEST OF
 SO0140'A ROAD INTERSECTION, 85 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SO0140'113.5 FEET WEST OF THE CENTERLINE OF THE ROAD INTERSECTION THE
 SO0140'HIGHWAY, 6.0 FEET SOUTH OF A FENCE CORNER, 1.3 FEET NORTH OF A WITNESS
 SO0140'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 SO0140'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 SO0140
 SO0140                          STATION RECOVERY (1970)
 SO0140
 SO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SO0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0363 ***********************************************************************
 SO0363  DESIGNATION -  D 379
 SO0363  PID         -  SO0363
 SO0363  STATE/COUNTY-  ND/DUNN
 SO0363  USGS QUAD   -  OAKDALE (1974)
 SO0363
 SO0363                         *CURRENT SURVEY CONTROL
 SO0363  ___________________________________________________________________
 SO0363* NAD 83(1986)-  47 26 46.     (N)    102 49 21.     (W)     SCALED    
 SO0363* NAVD 88     -       712.057  (meters)    2336.14   (feet)  ADJUSTED  
 SO0363  ___________________________________________________________________
 SO0363  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SO0363  DYNAMIC HT  -         712.097 (meters)    2336.27  (feet)  COMP
 SO0363  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 SO0363
 SO0363  VERT ORDER  -  SECOND    CLASS 0
 SO0363
 SO0363.The horizontal coordinates were scaled from a topographic map and have
 SO0363.an estimated accuracy of +/- 6 seconds.
 SO0363
 SO0363.The orthometric height was determined by differential leveling
 SO0363.and adjusted by the National Geodetic Survey in June 1991..
 SO0363
 SO0363.The geoid height was determined by GEOID03.
 SO0363
 SO0363.The dynamic height is computed by dividing the NAVD 88
 SO0363.geopotential number by the normal gravity value computed on the
 SO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0363.degrees latitude (g = 980.6199 gals.).
 SO0363
 SO0363.The modeled gravity was interpolated from observed gravity values.
 SO0363
 SO0363;                    North         East    Units  Estimated Accuracy
 SO0363;SPC ND S     -   200,390.      424,860.      MT  (+/- 180 meters Scaled)
 SO0363
 SO0363                          SUPERSEDED SURVEY CONTROL
 SO0363
 SO0363  NGVD 29 (??/??/92)  711.559  (m)         2334.51   (f) ADJ UNCH    2 0
 SO0363
 SO0363.Superseded values are not recommended for survey control.
 SO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0363.See file dsdata.txt to determine how the superseded data were derived.
 SO0363
 SO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN641570(NAD 83)
 SO0363_MARKER: DB = BENCH MARK DISK
 SO0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0363_STAMPING: D 379 1940
 SO0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0363+STABILITY: SURFACE MOTION
 SO0363
 SO0363  HISTORY     - Date     Condition        Report By
 SO0363  HISTORY     - 1940     MONUMENTED       CGS
 SO0363  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0363
 SO0363                          STATION DESCRIPTION
 SO0363
 SO0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0363'8.4 MI N FROM KILLDEER.
 SO0363'8.4 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 22 FROM THE
 SO0363'NORTHERN PACIFIC RAILWAY STATION AT KILLDEER, DUNN COUNTY, 47.3 FEET
 SO0363'SOUTHWEST OF THE CENTER OF THE JUNCTION OF OLD STATE HIGHWAY 22, 29
 SO0363'FEET WEST OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY, 15.6 FEET
 SO0363'NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF THE CORNER POST, AND 1.2
 SO0363'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 SO0363'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 SO0363
 SO0363                          STATION RECOVERY (1969)
 SO0363
 SO0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0364 ***********************************************************************
 SO0364  DESIGNATION -  D 379 RESET
 SO0364  PID         -  SO0364
 SO0364  STATE/COUNTY-  ND/DUNN
 SO0364  USGS QUAD   -  OAKDALE (1974)
 SO0364
 SO0364                         *CURRENT SURVEY CONTROL
 SO0364  ___________________________________________________________________
 SO0364* NAD 83(1986)-  47 26 46.     (N)    102 49 21.     (W)     SCALED    
 SO0364* NAVD 88     -       711.94   (+/-2cm)    2335.8    (feet)  VERTCON   
 SO0364  ___________________________________________________________________
 SO0364  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SO0364
 SO0364  VERT ORDER  -  THIRD (See Below)
 SO0364
 SO0364.The horizontal coordinates were scaled from a topographic map and have
 SO0364.an estimated accuracy of +/- 6 seconds.
 SO0364
 SO0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0364.The vertical order pertains to the NGVD 29 superseded value.
 SO0364
 SO0364.The geoid height was determined by GEOID03.
 SO0364
 SO0364;                    North         East    Units  Estimated Accuracy
 SO0364;SPC ND S     -   200,390.      424,860.      MT  (+/- 180 meters Scaled)
 SO0364
 SO0364                          SUPERSEDED SURVEY CONTROL
 SO0364
 SO0364  NGVD 29 (11/04/04)  711.44   (m)         2334.1    (f) RESET       3  
 SO0364
 SO0364.Superseded values are not recommended for survey control.
 SO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0364.See file dsdata.txt to determine how the superseded data were derived.
 SO0364
 SO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN641570(NAD 83)
 SO0364_MARKER: DB = BENCH MARK DISK
 SO0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0364_STAMPING: D-379 RESET 1965
 SO0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0364+STABILITY: SURFACE MOTION
 SO0364
 SO0364  HISTORY     - Date     Condition        Report By
 SO0364  HISTORY     - 1965     MONUMENTED       LOCENG
 SO0364  HISTORY     - 1974     GOOD             USGS
 SO0364
 SO0364                          STATION DESCRIPTION
 SO0364
 SO0364'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 SO0364'7.1 MI N FROM KILLDEER.
 SO0364'7.1 MILES ALONG STATE HIGHWAY 22 FROM THE NORTHERN PACIFIC RAILWAY
 SO0364'STATION AT KILLDEER, DUNN COUNTY, 95.6 FEET NORTHWEST OF A CONCRETE
 SO0364'CULVERT END IN THE SECTION LINE APPROACH GOING WEST OFF HIGHWAY NO.
 SO0364'22.  93.5 FEET NORTH OF A CORNER POST OF THE WEST FENCE LINE, 25.9
 SO0364'FEET SOUTHWEST OF A POWER POLE, 115.5 FEET NORTHWEST OF THE
 SO0364'INTERSECTION OF HIGHWAY NO. 22 AND THE SECTION LINE, 2.2 FEET
 SO0364'NORTHWEST OF A WOODEN WITNESS POST.  AT STATION 718+67, 100 FEET RIGHT
 SO0364'OF CENTERLINE OF PROJECT S-397-(7) AND SET IN THE TOP OF A CONCRETE
 SO0364'POST PROJECTING 0.3 FEET ABOVE THE GROUND.
 SO0364
 SO0364                          STATION RECOVERY (1974)
 SO0364
 SO0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SO0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0172 ***********************************************************************
 RR0172  DESIGNATION -  D 380
 RR0172  PID         -  RR0172
 RR0172  STATE/COUNTY-  ND/SIOUX
 RR0172  USGS QUAD   -  SELFRIDGE (1971)
 RR0172
 RR0172                         *CURRENT SURVEY CONTROL
 RR0172  ___________________________________________________________________
 RR0172* NAD 83(1986)-  46 02 42.     (N)    100 53 49.     (W)     SCALED    
 RR0172* NAVD 88     -       669.620  (meters)    2196.91   (feet)  ADJUSTED  
 RR0172  ___________________________________________________________________
 RR0172  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 RR0172  DYNAMIC HT  -         669.574 (meters)    2196.76  (feet)  COMP
 RR0172  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 RR0172
 RR0172  VERT ORDER  -  SECOND    CLASS 0
 RR0172
 RR0172.The horizontal coordinates were scaled from a topographic map and have
 RR0172.an estimated accuracy of +/- 6 seconds.
 RR0172
 RR0172.The orthometric height was determined by differential leveling
 RR0172.and adjusted by the National Geodetic Survey in June 1991..
 RR0172
 RR0172.The geoid height was determined by GEOID03.
 RR0172
 RR0172.The dynamic height is computed by dividing the NAVD 88
 RR0172.geopotential number by the normal gravity value computed on the
 RR0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0172.degrees latitude (g = 980.6199 gals.).
 RR0172
 RR0172.The modeled gravity was interpolated from observed gravity values.
 RR0172
 RR0172;                    North         East    Units  Estimated Accuracy
 RR0172;SPC ND S     -    42,130.      569,280.      MT  (+/- 180 meters Scaled)
 RR0172
 RR0172                          SUPERSEDED SURVEY CONTROL
 RR0172
 RR0172  NGVD 29 (??/??/92)  669.20   (m)         2195.5    (f) COMPUTED    2 0
 RR0172
 RR0172.Superseded values are not recommended for survey control.
 RR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0172.See file dsdata.txt to determine how the superseded data were derived.
 RR0172
 RR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS532007(NAD 83)
 RR0172_MARKER: DB = BENCH MARK DISK
 RR0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0172_STAMPING: D 380 1945
 RR0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0172+STABILITY: SURFACE MOTION
 RR0172
 RR0172  HISTORY     - Date     Condition        Report By
 RR0172  HISTORY     - 1945     MONUMENTED       CGS
 RR0172
 RR0172                          STATION DESCRIPTION
 RR0172
 RR0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0172'1.5 MI E FROM SELFRIDGE.
 RR0172'ABOUT 1.5 MILES EASTERLY ALONG STATE HIGHWAY NO. 6 FROM THE CHICAGO,
 RR0172'MILWAUKEE, ST.PAUL AND PACIFIC RAILROAD STATION AT SELFRIDGE, AT THE
 RR0172'INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH DIRT ROAD, 50.0 FEET
 RR0172'NORTH OF AND ABOUT 2.5 FEET HIGHER THAN THE CENTER LINE OF THE
 RR0172'HIGHWAY, 33.0 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 19.3 FEET
 RR0172'NORTH OF A FENCE CORNER, 3.0 FEET EAST OF A FENCE AND 1.0 FOOT SOUTH
 RR0172'OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED D 380 1945 SET IN THE
 RR0172'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0282 ***********************************************************************
 RR0282  DESIGNATION -  D 381
 RR0282  PID         -  RR0282
 RR0282  STATE/COUNTY-  ND/BURLEIGH
 RR0282  USGS QUAD   -  BISMARCK (1976)
 RR0282
 RR0282                         *CURRENT SURVEY CONTROL
 RR0282  ___________________________________________________________________
 RR0282* NAD 83(1986)-  46 46 50.     (N)    100 45 43.     (W)     SCALED    
 RR0282* NAVD 88     -       503.629  (meters)    1652.32   (feet)  ADJUSTED  
 RR0282  ___________________________________________________________________
 RR0282  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0282  DYNAMIC HT  -         503.636 (meters)    1652.35  (feet)  COMP
 RR0282  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0282
 RR0282  VERT ORDER  -  FIRST     CLASS II
 RR0282
 RR0282.This mark is at Bismarck Airport (BIS)
 RR0282
 RR0282.The horizontal coordinates were scaled from a topographic map and have
 RR0282.an estimated accuracy of +/- 6 seconds.
 RR0282
 RR0282.The orthometric height was determined by differential leveling
 RR0282.and adjusted by the National Geodetic Survey in June 1991..
 RR0282
 RR0282.The geoid height was determined by GEOID03.
 RR0282
 RR0282.The dynamic height is computed by dividing the NAVD 88
 RR0282.geopotential number by the normal gravity value computed on the
 RR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0282.degrees latitude (g = 980.6199 gals.).
 RR0282
 RR0282.The modeled gravity was interpolated from observed gravity values.
 RR0282
 RR0282;                    North         East    Units  Estimated Accuracy
 RR0282;SPC ND S     -   123,850.      580,000.      MT  (+/- 180 meters Scaled)
 RR0282
 RR0282                          SUPERSEDED SURVEY CONTROL
 RR0282
 RR0282  NGVD 29 (??/??/92)  503.216  (m)         1650.97   (f) ADJ UNCH    1 2
 RR0282
 RR0282.Superseded values are not recommended for survey control.
 RR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0282.See file dsdata.txt to determine how the superseded data were derived.
 RR0282
 RR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS655822(NAD 83)
 RR0282_MARKER: DB = BENCH MARK DISK
 RR0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0282_SP_SET: BUILDING
 RR0282_STAMPING: D 381 1945
 RR0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0282
 RR0282  HISTORY     - Date     Condition        Report By
 RR0282  HISTORY     - 1945     MONUMENTED       CGS
 RR0282  HISTORY     - 1975     GOOD             NGS
 RR0282  HISTORY     - 1982     GOOD             NGS
 RR0282
 RR0282                          STATION DESCRIPTION
 RR0282
 RR0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0282'2.7 MI SE FROM BISMARCK.
 RR0282'AT THE BISMARCK AIRPORT, AT THE MAIN HANGAR, 14.6 FEET EAST OF THE
 RR0282'EAST SIDE OF THE NORTH ENTRANCE, 2.0 FEET WEST OF THE NORTHEAST CORNER
 RR0282'AND 2.0 FEET ABOVE GROUND.  A BRONZE DISK STAMPED D 381 1945 SET
 RR0282'VERTICALLY IN A DRILL HOLE IN CONCRETE.  NOTE-- THE HANGAR IN WHICH
 RR0282'THE MARK IS SET MAY BE DISTINGUISHED BY A RECENTLY ABANDONED CONTROL
 RR0282'TOWER AT THE NE CORNER.
 RR0282
 RR0282                          STATION RECOVERY (1975)
 RR0282
 RR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RR0282'RECOVERED IN GOOD CONDITION.
 RR0282
 RR0282                          STATION RECOVERY (1982)
 RR0282
 RR0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0282'IN BISMARCK, SET VERTICALLY IN THE NORTHEAST CORNER OF THE CONCRETE
 RR0282'FOUNDATION OF THE HANGAR AT THE BISMARCK MUNICIPAL AIRPORT, 4.4 M
 RR0282'(14.4 FT) E OF THE E EDGE OF THE N HANGAR DOOR AND 0.6 M (2.0 FT) W
 RR0282'OF THE NE CORNER OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0261 ***********************************************************************
 RR0261  DESIGNATION -  D 384
 RR0261  PID         -  RR0261
 RR0261  STATE/COUNTY-  ND/EMMONS
 RR0261  USGS QUAD   -  FORT RICE (1971)
 RR0261
 RR0261                         *CURRENT SURVEY CONTROL
 RR0261  ___________________________________________________________________
 RR0261* NAD 83(1986)-  46 30 00.     (N)    100 33 50.     (W)     SCALED    
 RR0261* NAVD 88     -       490.283  (meters)    1608.54   (feet)  ADJUSTED  
 RR0261  ___________________________________________________________________
 RR0261  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 RR0261  DYNAMIC HT  -         490.281 (meters)    1608.53  (feet)  COMP
 RR0261  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 RR0261
 RR0261  VERT ORDER  -  SECOND    CLASS 0
 RR0261
 RR0261.The horizontal coordinates were scaled from a topographic map and have
 RR0261.an estimated accuracy of +/- 6 seconds.
 RR0261
 RR0261.The orthometric height was determined by differential leveling
 RR0261.and adjusted by the National Geodetic Survey in June 1991..
 RR0261
 RR0261.The geoid height was determined by GEOID03.
 RR0261
 RR0261.The dynamic height is computed by dividing the NAVD 88
 RR0261.geopotential number by the normal gravity value computed on the
 RR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0261.degrees latitude (g = 980.6199 gals.).
 RR0261
 RR0261.The modeled gravity was interpolated from observed gravity values.
 RR0261
 RR0261;                    North         East    Units  Estimated Accuracy
 RR0261;SPC ND S     -    92,630.      595,100.      MT  (+/- 180 meters Scaled)
 RR0261
 RR0261                          SUPERSEDED SURVEY CONTROL
 RR0261
 RR0261  NGVD 29 (??/??/92)  489.869  (m)         1607.18   (f) ADJ UNCH    2 0
 RR0261
 RR0261.Superseded values are not recommended for survey control.
 RR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0261.See file dsdata.txt to determine how the superseded data were derived.
 RR0261
 RR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS800507(NAD 83)
 RR0261_MARKER: DB = BENCH MARK DISK
 RR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0261_STAMPING: D 384 1945
 RR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0261+STABILITY: SURFACE MOTION
 RR0261
 RR0261  HISTORY     - Date     Condition        Report By
 RR0261  HISTORY     - 1945     MONUMENTED       CGS
 RR0261  HISTORY     - 1957     MARK NOT FOUND   NGS
 RR0261
 RR0261                          STATION DESCRIPTION
 RR0261
 RR0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0261'14.7 MI W FROM HAZELTON.
 RR0261'14.7 MILES WEST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 RR0261'HAZELTON, 1.0 MILE WEST OF THE JUNCTION OF THE ROAD AND A TRAIL
 RR0261'LEADING TO THE MISSOURI RIVER, 0.8 MILE EAST OF THE MISSOURI RIVER,
 RR0261'0.4 MILE NORTHWEST OF A FARM HOUSE, 40.4 FEET SOUTH OF THE CENTERLINE
 RR0261'OF THE TRAIL, 2.5 FEET EAST OF A WHITE 4 X 4 IN. MARKER POST, IN THE
 RR0261'NORTHWEST CORNER OF A SMALL MEADOW.  A BRONZE DISK SET IN THE TOP OF A
 RR0261'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- IT IS POSSIBLE
 RR0261'THAT IT IS STILL IN PLACE BUT THE ORIGINAL DESCRIPTION DOESNT SEEM TO
 RR0261'FIT PRESENT CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0308 ***********************************************************************
 RR0308  DESIGNATION -  D 385
 RR0308  PID         -  RR0308
 RR0308  STATE/COUNTY-  ND/MORTON
 RR0308  USGS QUAD   -  HARMON (1976)
 RR0308
 RR0308                         *CURRENT SURVEY CONTROL
 RR0308  ___________________________________________________________________
 RR0308* NAD 83(1986)-  46 52 45.     (N)    100 53 40.     (W)     SCALED    
 RR0308* NAVD 88     -       504.315  (meters)    1654.57   (feet)  ADJUSTED  
 RR0308  ___________________________________________________________________
 RR0308  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RR0308  DYNAMIC HT  -         504.325 (meters)    1654.61  (feet)  COMP
 RR0308  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 RR0308
 RR0308  VERT ORDER  -  SECOND    CLASS 0
 RR0308
 RR0308.The horizontal coordinates were scaled from a topographic map and have
 RR0308.an estimated accuracy of +/- 6 seconds.
 RR0308
 RR0308.The orthometric height was determined by differential leveling
 RR0308.and adjusted by the National Geodetic Survey in June 1991..
 RR0308
 RR0308.The geoid height was determined by GEOID03.
 RR0308
 RR0308.The dynamic height is computed by dividing the NAVD 88
 RR0308.geopotential number by the normal gravity value computed on the
 RR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0308.degrees latitude (g = 980.6199 gals.).
 RR0308
 RR0308.The modeled gravity was interpolated from observed gravity values.
 RR0308
 RR0308;                    North         East    Units  Estimated Accuracy
 RR0308;SPC ND S     -   134,850.      569,940.      MT  (+/- 180 meters Scaled)
 RR0308
 RR0308                          SUPERSEDED SURVEY CONTROL
 RR0308
 RR0308  NGVD 29 (??/??/92)  503.954  (m)         1653.39   (f) ADJ UNCH    2 0
 RR0308
 RR0308.Superseded values are not recommended for survey control.
 RR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0308.See file dsdata.txt to determine how the superseded data were derived.
 RR0308
 RR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS556934(NAD 83)
 RR0308_MARKER: DB = BENCH MARK DISK
 RR0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0308_STAMPING: D 385 1946
 RR0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0308+STABILITY: SURFACE MOTION
 RR0308
 RR0308  HISTORY     - Date     Condition        Report By
 RR0308  HISTORY     - 1946     MONUMENTED       CGS
 RR0308  HISTORY     - 1956     GOOD             NGS
 RR0308  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 RR0308
 RR0308                          STATION DESCRIPTION
 RR0308
 RR0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0308'4.9 MI N FROM MANDAN.
 RR0308'ABOUT 4.9 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0308'STATION AT MANDAN, AT A ROAD CROSSING ABOUT 200 YARDS SOUTHEAST OF
 RR0308'MILE POST 4, 47.0 FEET SOUTHWEST OF AND ABOUT 8.0 FEET LOWER THAN THE
 RR0308'CENTER LINE OF THE TRACK, 21.4 FEET NORTHWEST OF THE NORTH END OF A
 RR0308'TUBE CULVERT, 26.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET
 RR0308'NORTHEAST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 IN.
 RR0308'MARKER POST.  A BRONZE DISK STAMPED D 385 1946 SET IN THE TOP OF A
 RR0308'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 RR0308
 RR0308                          STATION RECOVERY (1956)
 RR0308
 RR0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0308'RECOVERED IN GOOD CONDITION.
 RR0308
 RR0308                          STATION RECOVERY (1980)
 RR0308
 RR0308'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 RR0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1151 ***********************************************************************
 TG1151  DESIGNATION -  D 387
 TG1151  PID         -  TG1151
 TG1151  STATE/COUNTY-  ND/WILLIAMS
 TG1151  USGS QUAD   -  EPPING (1978)
 TG1151
 TG1151                         *CURRENT SURVEY CONTROL
 TG1151  ___________________________________________________________________
 TG1151* NAD 83(1986)-  48 17 34.     (N)    103 16 10.     (W)     SCALED    
 TG1151* NAVD 88     -       718.473  (meters)    2357.19   (feet)  ADJUSTED  
 TG1151  ___________________________________________________________________
 TG1151  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1151  DYNAMIC HT  -         718.571 (meters)    2357.51  (feet)  COMP
 TG1151  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TG1151
 TG1151  VERT ORDER  -  FIRST     CLASS II
 TG1151
 TG1151.The horizontal coordinates were scaled from a topographic map and have
 TG1151.an estimated accuracy of +/- 6 seconds.
 TG1151
 TG1151.The orthometric height was determined by differential leveling
 TG1151.and adjusted by the National Geodetic Survey in June 1991..
 TG1151
 TG1151.The geoid height was determined by GEOID03.
 TG1151
 TG1151.The dynamic height is computed by dividing the NAVD 88
 TG1151.geopotential number by the normal gravity value computed on the
 TG1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1151.degrees latitude (g = 980.6199 gals.).
 TG1151
 TG1151.The modeled gravity was interpolated from observed gravity values.
 TG1151
 TG1151;                    North         East    Units  Estimated Accuracy
 TG1151;SPC ND N     -   147,430.      394,560.      MT  (+/- 180 meters Scaled)
 TG1151
 TG1151                          SUPERSEDED SURVEY CONTROL
 TG1151
 TG1151  NGVD 29 (??/??/92)  717.974  (m)         2355.55   (f) ADJ UNCH    1 2
 TG1151
 TG1151.Superseded values are not recommended for survey control.
 TG1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1151.See file dsdata.txt to determine how the superseded data were derived.
 TG1151
 TG1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP283502(NAD 83)
 TG1151_MARKER: DB = BENCH MARK DISK
 TG1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1151_STAMPING: D 387 1946
 TG1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1151+STABILITY: SURFACE MOTION
 TG1151
 TG1151  HISTORY     - Date     Condition        Report By
 TG1151  HISTORY     - 1946     MONUMENTED       CGS
 TG1151  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1151
 TG1151                          STATION DESCRIPTION
 TG1151
 TG1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1151'0.7 MI W FROM WHEELOCK.
 TG1151'ABOUT 0.7 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TG1151'AT WHEELOCK, ACROSS THE TRACKS FROM THE SEVENTH POLE EAST OF MILE POST
 TG1151'100, 85.0 FEET SOUTH OF AND ABOUT 6.0 FEET LOWER THAN THE CENTER LINE
 TG1151'OF THE SOUTH TRACK, 1.0 FOOT NORTH OF THE RIGHT OF WAY FENCE AND 1.0
 TG1151'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED D 387
 TG1151'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 TG1151'ABOVE GROUND.
 TG1151
 TG1151                          STATION RECOVERY (1981)
 TG1151
 TG1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1211 ***********************************************************************
 TG1211  DESIGNATION -  D 388
 TG1211  PID         -  TG1211
 TG1211  STATE/COUNTY-  ND/WILLIAMS
 TG1211  USGS QUAD   -  GAMACHE CREEK (1978)
 TG1211
 TG1211                         *CURRENT SURVEY CONTROL
 TG1211  ___________________________________________________________________
 TG1211* NAD 83(1986)-  48 09 20.     (N)    103 16 32.     (W)     SCALED    
 TG1211* NAVD 88     -       621.661  (meters)    2039.57   (feet)  ADJUSTED  
 TG1211  ___________________________________________________________________
 TG1211  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG1211  DYNAMIC HT  -         621.743 (meters)    2039.84  (feet)  COMP
 TG1211  MODELED GRAV-     980,722.3   (mgal)                       NAVD 88
 TG1211
 TG1211  VERT ORDER  -  SECOND    CLASS 0
 TG1211
 TG1211.The horizontal coordinates were scaled from a topographic map and have
 TG1211.an estimated accuracy of +/- 6 seconds.
 TG1211
 TG1211.The orthometric height was determined by differential leveling
 TG1211.and adjusted by the National Geodetic Survey in June 1991..
 TG1211
 TG1211.The geoid height was determined by GEOID03.
 TG1211
 TG1211.The dynamic height is computed by dividing the NAVD 88
 TG1211.geopotential number by the normal gravity value computed on the
 TG1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1211.degrees latitude (g = 980.6199 gals.).
 TG1211
 TG1211.The modeled gravity was interpolated from observed gravity values.
 TG1211
 TG1211;                    North         East    Units  Estimated Accuracy
 TG1211;SPC ND N     -   132,200.      393,550.      MT  (+/- 180 meters Scaled)
 TG1211
 TG1211                          SUPERSEDED SURVEY CONTROL
 TG1211
 TG1211  NGVD 29 (??/??/92)  621.165  (m)         2037.94   (f) ADJ UNCH    2 0
 TG1211
 TG1211.Superseded values are not recommended for survey control.
 TG1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1211.See file dsdata.txt to determine how the superseded data were derived.
 TG1211
 TG1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP282350(NAD 83)
 TG1211_MARKER: DB = BENCH MARK DISK
 TG1211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1211_SP_SET: CONCRETE DRILL HOLE
 TG1211_STAMPING: D 388 1946
 TG1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1211
 TG1211  HISTORY     - Date     Condition        Report By
 TG1211  HISTORY     - 1946     MONUMENTED       CGS
 TG1211  HISTORY     - 1966     GOOD             SHELL
 TG1211
 TG1211                          STATION DESCRIPTION
 TG1211
 TG1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1211'17.3 MI E FROM WILLISTON.
 TG1211'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1211'MAIN STREET, THENCE EASTERLY 17.3 MILES ALONG THE MAIN GRAVELED ROAD
 TG1211'TO SITE OF MARK, BENCH MARK IS 14.5 FEET WEST OF AND ABOUT 2.0 FEET
 TG1211'LOWER THAN THE CENTER LINE OF THE ROAD, ON TOP OF THE SOUTH END OF THE
 TG1211'WEST HEADWALL OF A 5 X 6 FT. CONCRETE CULVERT.  A BRONZE DISK STAMPED
 TG1211'D 388 1946 SET IN A DRILL HOLE IN CONCRETE.
 TG1211
 TG1211                          STATION RECOVERY (1966)
 TG1211
 TG1211'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 TG1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1270 ***********************************************************************
 TG1270  DESIGNATION -  D 389
 TG1270  PID         -  TG1270
 TG1270  STATE/COUNTY-  ND/WILLIAMS
 TG1270  USGS QUAD   -  RED MIKE HILL (1976)
 TG1270
 TG1270                         *CURRENT SURVEY CONTROL
 TG1270  ___________________________________________________________________
 TG1270* NAD 83(1986)-  48 14 39.     (N)    103 05 13.     (W)     SCALED    
 TG1270* NAVD 88     -       668.429  (meters)    2193.00   (feet)  ADJUSTED  
 TG1270  ___________________________________________________________________
 TG1270  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1270  DYNAMIC HT  -         668.522 (meters)    2193.31  (feet)  COMP
 TG1270  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 TG1270
 TG1270  VERT ORDER  -  SECOND    CLASS 0
 TG1270
 TG1270.The horizontal coordinates were scaled from a topographic map and have
 TG1270.an estimated accuracy of +/- 6 seconds.
 TG1270
 TG1270.The orthometric height was determined by differential leveling
 TG1270.and adjusted by the National Geodetic Survey in June 1991..
 TG1270
 TG1270.The geoid height was determined by GEOID03.
 TG1270
 TG1270.The dynamic height is computed by dividing the NAVD 88
 TG1270.geopotential number by the normal gravity value computed on the
 TG1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1270.degrees latitude (g = 980.6199 gals.).
 TG1270
 TG1270.The modeled gravity was interpolated from observed gravity values.
 TG1270
 TG1270;                    North         East    Units  Estimated Accuracy
 TG1270;SPC ND N     -   141,560.      407,910.      MT  (+/- 180 meters Scaled)
 TG1270
 TG1270                          SUPERSEDED SURVEY CONTROL
 TG1270
 TG1270  NGVD 29 (??/??/92)  667.933  (m)         2191.38   (f) ADJ UNCH    2 0
 TG1270
 TG1270.Superseded values are not recommended for survey control.
 TG1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1270.See file dsdata.txt to determine how the superseded data were derived.
 TG1270
 TG1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP420452(NAD 83)
 TG1270_MARKER: DB = BENCH MARK DISK
 TG1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1270_STAMPING: D 389 1946
 TG1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1270+STABILITY: SURFACE MOTION
 TG1270
 TG1270  HISTORY     - Date     Condition        Report By
 TG1270  HISTORY     - 1946     MONUMENTED       CGS
 TG1270
 TG1270                          STATION DESCRIPTION
 TG1270
 TG1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1270'9.9 MI SE FROM RAY.
 TG1270'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1270'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 9.8 MILES ALONG
 TG1270'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS ON THE NORTH SIDE
 TG1270'OF A FIELD ROAD LEADING WEST, 44.6 FEET WEST OF AND ABOUT 2.0 FEET
 TG1270'LOWER THAN THE CENTER LINE OF THE RAY-HOFFLUND ROAD, 9.0 FEET WEST OF
 TG1270'A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 EAST OF A 4 X 4 IN.
 TG1270'MARKER POST.  A BRONZE DISK STAMPED D 389 1946 SET IN THE TOP OF A
 TG1270'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0280 ***********************************************************************
 RQ0280  DESIGNATION -  D 39
 RQ0280  PID         -  RQ0280
 RQ0280  STATE/COUNTY-  ND/LA MOURE
 RQ0280  USGS QUAD   -  ALFRED (1983)
 RQ0280
 RQ0280                         *CURRENT SURVEY CONTROL
 RQ0280  ___________________________________________________________________
 RQ0280* NAD 83(1986)-  46 36 31.     (N)    099 01 39.     (W)     SCALED    
 RQ0280* NAVD 88     -       582.098  (meters)    1909.77   (feet)  ADJUSTED  
 RQ0280  ___________________________________________________________________
 RQ0280  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 RQ0280  DYNAMIC HT  -         582.098 (meters)    1909.77  (feet)  COMP
 RQ0280  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 RQ0280
 RQ0280  VERT ORDER  -  SECOND    CLASS 0
 RQ0280
 RQ0280.The horizontal coordinates were scaled from a topographic map and have
 RQ0280.an estimated accuracy of +/- 6 seconds.
 RQ0280
 RQ0280.The orthometric height was determined by differential leveling
 RQ0280.and adjusted by the National Geodetic Survey in June 1991..
 RQ0280
 RQ0280.The geoid height was determined by GEOID03.
 RQ0280
 RQ0280.The dynamic height is computed by dividing the NAVD 88
 RQ0280.geopotential number by the normal gravity value computed on the
 RQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0280.degrees latitude (g = 980.6199 gals.).
 RQ0280
 RQ0280.The modeled gravity was interpolated from observed gravity values.
 RQ0280
 RQ0280;                    North         East    Units  Estimated Accuracy
 RQ0280;SPC ND S     -   105,760.      712,800.      MT  (+/- 180 meters Scaled)
 RQ0280
 RQ0280                          SUPERSEDED SURVEY CONTROL
 RQ0280
 RQ0280  NGVD 29 (??/??/92)  581.682  (m)         1908.40   (f) ADJ UNCH    2 0
 RQ0280
 RQ0280.Superseded values are not recommended for survey control.
 RQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0280.See file dsdata.txt to determine how the superseded data were derived.
 RQ0280
 RQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS978616(NAD 83)
 RQ0280_MARKER: DB = BENCH MARK DISK
 RQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0280_STAMPING: D 39 1934
 RQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0280+STABILITY: SURFACE MOTION
 RQ0280
 RQ0280  HISTORY     - Date     Condition        Report By
 RQ0280  HISTORY     - 1934     MONUMENTED       CGS
 RQ0280  HISTORY     - 1961     GOOD             NGS
 RQ0280  HISTORY     - 1978     POOR             USGS
 RQ0280
 RQ0280                          STATION DESCRIPTION
 RQ0280
 RQ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0280'1.5 MI W FROM ALFRED.
 RQ0280'1.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE WATER TANK
 RQ0280'AT ALFRED, LA MOURE COUNTY, 6-1/2 POLES EAST OF MILEPOST 130, 21 FEET
 RQ0280'NORTH OF THE CENTERLINE OF THE TRACK, 70 FEET SOUTH OF THE WEST END OF
 RQ0280'THE SNOW FENCE, 30 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER AND LEVEL
 RQ0280'WITH THE TRACK.  A STANDARD DISK, STAMPED D 39 1934 AND SET IN THE TOP
 RQ0280'OF A CONCRETE POST.  NOTE-- IS ABOUT 100 FEET WEST OF A LONE
 RQ0280'COTTONWOOD.
 RQ0280
 RQ0280                          STATION RECOVERY (1978)
 RQ0280
 RQ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0280'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0913 ***********************************************************************
 TG0913  DESIGNATION -  D 390
 TG0913  PID         -  TG0913
 TG0913  STATE/COUNTY-  ND/MOUNTRAIL
 TG0913  USGS QUAD   -  CHARLSON NE (1965)
 TG0913
 TG0913                         *CURRENT SURVEY CONTROL
 TG0913  ___________________________________________________________________
 TG0913* NAD 83(1986)-  48 08 34.     (N)    102 48 18.     (W)     SCALED    
 TG0913* NAVD 88     -       549.626  (meters)    1803.23   (feet)  ADJUSTED  
 TG0913  ___________________________________________________________________
 TG0913  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG0913  DYNAMIC HT  -         549.706 (meters)    1803.49  (feet)  COMP
 TG0913  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TG0913
 TG0913  VERT ORDER  -  SECOND    CLASS 0
 TG0913
 TG0913.The horizontal coordinates were scaled from a topographic map and have
 TG0913.an estimated accuracy of +/- 6 seconds.
 TG0913
 TG0913.The orthometric height was determined by differential leveling
 TG0913.and adjusted by the National Geodetic Survey in June 1991..
 TG0913
 TG0913.The geoid height was determined by GEOID03.
 TG0913
 TG0913.The dynamic height is computed by dividing the NAVD 88
 TG0913.geopotential number by the normal gravity value computed on the
 TG0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0913.degrees latitude (g = 980.6199 gals.).
 TG0913
 TG0913.The modeled gravity was interpolated from observed gravity values.
 TG0913
 TG0913;                    North         East    Units  Estimated Accuracy
 TG0913;SPC ND N     -   129,620.      428,500.      MT  (+/- 180 meters Scaled)
 TG0913
 TG0913                          SUPERSEDED SURVEY CONTROL
 TG0913
 TG0913  NGVD 29 (??/??/92)  549.156  (m)         1801.69   (f) ADJ UNCH    2 0
 TG0913
 TG0913.Superseded values are not recommended for survey control.
 TG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0913.See file dsdata.txt to determine how the superseded data were derived.
 TG0913
 TG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP632345(NAD 83)
 TG0913_MARKER: DB = BENCH MARK DISK
 TG0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0913_STAMPING: D 390 1946
 TG0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0913+STABILITY: SURFACE MOTION
 TG0913
 TG0913  HISTORY     - Date     Condition        Report By
 TG0913  HISTORY     - 1946     MONUMENTED       CGS
 TG0913  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0913
 TG0913                          STATION DESCRIPTION
 TG0913
 TG0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0913'18.2 MI NW FROM SANISH.
 TG0913'ABOUT 18.2 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0913'OFFICE AT SANISH, ABOUT 0.2 MILE EAST OF A FARMHOUSE, ABOUT 35 YARDS
 TG0913'SOUTH OF A BLUFF, 46.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 TG0913'LINE OF THE ROAD, 34.5 FEET SOUTHEAST OF A SMALL CEDAR TREE AND 1.0
 TG0913'FOOT NORTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED D
 TG0913'390 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 TG0913'INCHES ABOVE GROUND.  NOTE-- MARK IS UNDERWATER.
 TG0913
 TG0913                          STATION RECOVERY (1964)
 TG0913
 TG0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0032 ***********************************************************************
 SO0032  DESIGNATION -  D 391
 SO0032  PID         -  SO0032
 SO0032  STATE/COUNTY-  ND/MOUNTRAIL
 SO0032  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0032
 SO0032                         *CURRENT SURVEY CONTROL
 SO0032  ___________________________________________________________________
 SO0032* NAD 83(1986)-  47 54 19.     (N)    102 21 56.     (W)     SCALED    
 SO0032* NAVD 88     -       546.319  (meters)    1792.38   (feet)  ADJUSTED  
 SO0032  ___________________________________________________________________
 SO0032  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SO0032  DYNAMIC HT  -         546.400 (meters)    1792.65  (feet)  COMP
 SO0032  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 SO0032
 SO0032  VERT ORDER  -  SECOND    CLASS 0
 SO0032
 SO0032.The horizontal coordinates were scaled from a topographic map and have
 SO0032.an estimated accuracy of +/- 6 seconds.
 SO0032
 SO0032.The orthometric height was determined by differential leveling
 SO0032.and adjusted by the National Geodetic Survey in June 1991..
 SO0032
 SO0032.The geoid height was determined by GEOID03.
 SO0032
 SO0032.The dynamic height is computed by dividing the NAVD 88
 SO0032.geopotential number by the normal gravity value computed on the
 SO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0032.degrees latitude (g = 980.6199 gals.).
 SO0032
 SO0032.The modeled gravity was interpolated from observed gravity values.
 SO0032
 SO0032;                    North         East    Units  Estimated Accuracy
 SO0032;SPC ND N     -   102,340.      460,550.      MT  (+/- 180 meters Scaled)
 SO0032
 SO0032                          SUPERSEDED SURVEY CONTROL
 SO0032
 SO0032  NGVD 29 (??/??/92)  545.889  (m)         1790.97   (f) ADJ UNCH    2 0
 SO0032
 SO0032.Superseded values are not recommended for survey control.
 SO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0032.See file dsdata.txt to determine how the superseded data were derived.
 SO0032
 SO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP968091(NAD 83)
 SO0032_MARKER: DB = BENCH MARK DISK
 SO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0032_STAMPING: D 391 1946
 SO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0032+STABILITY: SURFACE MOTION
 SO0032
 SO0032  HISTORY     - Date     Condition        Report By
 SO0032  HISTORY     - 1946     MONUMENTED       CGS
 SO0032
 SO0032                          STATION DESCRIPTION
 SO0032
 SO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0032'3.1 MI S FROM VAN HOOK.
 SO0032'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SO0032'STATION AT VAN HOOK GO WEST 0.2 MILE ALONG A GRAVELED ROAD, THENCE
 SO0032'SOUTH 2.9 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 SO0032'AT A T INTERSECTION, 55.0 FEET WEST OF AND ABOUT 2.0 FEET LOWER THAN
 SO0032'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 27.0 FEET SOUTH OF THE
 SO0032'EXTENDED CENTER LINE OF THE ROAD LEADING EAST, 12.0 FEET WEST OF A
 SO0032'FENCE CORNER, 2.0 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4
 SO0032'IN. MARKER POST.  A BRONZE DISK STAMPED D 391 1946 SET IN THE TOP OF A
 SO0032'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0009 ***********************************************************************
 SO0009  DESIGNATION -  D 392
 SO0009  PID         -  SO0009
 SO0009  STATE/COUNTY-  ND/MCLEAN
 SO0009  USGS QUAD   -  RAUB NW (1967)
 SO0009
 SO0009                         *CURRENT SURVEY CONTROL
 SO0009  ___________________________________________________________________
 SO0009* NAD 83(1986)-  47 39 57.     (N)    102 14 14.     (W)     SCALED    
 SO0009* NAVD 88     -       532.359  (meters)    1746.58   (feet)  ADJUSTED  
 SO0009  ___________________________________________________________________
 SO0009  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0009  DYNAMIC HT  -         532.426 (meters)    1746.80  (feet)  COMP
 SO0009  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 SO0009
 SO0009  VERT ORDER  -  SECOND    CLASS 0
 SO0009
 SO0009.The horizontal coordinates were scaled from a topographic map and have
 SO0009.an estimated accuracy of +/- 6 seconds.
 SO0009
 SO0009.The orthometric height was determined by differential leveling
 SO0009.and adjusted by the National Geodetic Survey in June 1991..
 SO0009
 SO0009.The geoid height was determined by GEOID03.
 SO0009
 SO0009.The dynamic height is computed by dividing the NAVD 88
 SO0009.geopotential number by the normal gravity value computed on the
 SO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0009.degrees latitude (g = 980.6199 gals.).
 SO0009
 SO0009.The modeled gravity was interpolated from observed gravity values.
 SO0009
 SO0009;                    North         East    Units  Estimated Accuracy
 SO0009;SPC ND N     -    75,500.      469,540.      MT  (+/- 180 meters Scaled)
 SO0009
 SO0009                          SUPERSEDED SURVEY CONTROL
 SO0009
 SO0009  NGVD 29 (??/??/92)  531.948  (m)         1745.23   (f) ADJ UNCH    2 0
 SO0009
 SO0009.Superseded values are not recommended for survey control.
 SO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0009.See file dsdata.txt to determine how the superseded data were derived.
 SO0009
 SO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN074828(NAD 83)
 SO0009_MARKER: DB = BENCH MARK DISK
 SO0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0009_STAMPING: D 392 1946
 SO0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0009+STABILITY: SURFACE MOTION
 SO0009
 SO0009  HISTORY     - Date     Condition        Report By
 SO0009  HISTORY     - 1946     MONUMENTED       CGS
 SO0009
 SO0009                          STATION DESCRIPTION
 SO0009
 SO0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0009'10.2 MI NW FROM ELBOWOODS.
 SO0009'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0009'ALONG A GRAVELED ROAD, THENCE WESTERLY 1.7 MILES ALONG STATE HIGHWAY
 SO0009'NO. 8, THENCE NORTHWESTERLY 8.0 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0009'MARK, BENCH MARK IS 47.0 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 SO0009'CENTER LINE OF THE ROAD, 21.0 FEET NORTHEAST OF A TELEPHONE POLE AND
 SO0009'2.0 FEET NORTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 SO0009'D 392 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 SO0009'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1147 ***********************************************************************
 SN1147  DESIGNATION -  D 393
 SN1147  PID         -  SN1147
 SN1147  STATE/COUNTY-  ND/MCLEAN
 SN1147  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1147
 SN1147                         *CURRENT SURVEY CONTROL
 SN1147  ___________________________________________________________________
 SN1147* NAD 83(1986)-  47 34 06.     (N)    101 58 52.     (W)     SCALED    
 SN1147* NAVD 88     -       618.023  (meters)    2027.63   (feet)  ADJUSTED  
 SN1147  ___________________________________________________________________
 SN1147  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1147  DYNAMIC HT  -         618.088 (meters)    2027.84  (feet)  COMP
 SN1147  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SN1147
 SN1147  VERT ORDER  -  SECOND    CLASS 0
 SN1147
 SN1147.The horizontal coordinates were scaled from a topographic map and have
 SN1147.an estimated accuracy of +/- 6 seconds.
 SN1147
 SN1147.The orthometric height was determined by differential leveling
 SN1147.and adjusted by the National Geodetic Survey in June 1991..
 SN1147
 SN1147.The geoid height was determined by GEOID03.
 SN1147
 SN1147.The dynamic height is computed by dividing the NAVD 88
 SN1147.geopotential number by the normal gravity value computed on the
 SN1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1147.degrees latitude (g = 980.6199 gals.).
 SN1147
 SN1147.The modeled gravity was interpolated from observed gravity values.
 SN1147
 SN1147;                    North         East    Units  Estimated Accuracy
 SN1147;SPC ND N     -    64,260.      488,560.      MT  (+/- 180 meters Scaled)
 SN1147
 SN1147                          SUPERSEDED SURVEY CONTROL
 SN1147
 SN1147  NGVD 29 (??/??/92)  617.611  (m)         2026.28   (f) ADJ UNCH    2 0
 SN1147
 SN1147.Superseded values are not recommended for survey control.
 SN1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1147.See file dsdata.txt to determine how the superseded data were derived.
 SN1147
 SN1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT757726(NAD 83)
 SN1147_MARKER: DB = BENCH MARK DISK
 SN1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1147_STAMPING: D 393 1946
 SN1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1147+STABILITY: SURFACE MOTION
 SN1147
 SN1147  HISTORY     - Date     Condition        Report By
 SN1147  HISTORY     - 1946     MONUMENTED       CGS
 SN1147  HISTORY     - 1958     GOOD             NGS
 SN1147  HISTORY     - 1968     GOOD             DOD
 SN1147
 SN1147                          STATION DESCRIPTION
 SN1147
 SN1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1147'12.5 MI SSE FROM RAUB.
 SN1147'1.0 MILE NORTH, THENCE 4.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 SN1147'FROM THE PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, ON THE TOP OF A LOW
 SN1147'HILL, 104 FEET SOUTH OF A LINE OF POLES, 46.5 FEET NORTH OF THE
 SN1147'CENTERLINE OF THE ROAD, 38 FEET SOUTHEAST OF A SNOW FENCE, 1 FOOT WEST
 SN1147'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 SN1147'DISK, STAMPED D 393 1946 AND SET IN THE TOP OF A CONCRETE POST
 SN1147'PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS ORIGINALLY
 SN1147'DESCRIBED FROM NISHU BUT THIS VILLAGE SITE IS NOW UNDER WATERS OF THE
 SN1147'GARRISON RESERVOIR.  TO REACH FROM RAUB, GO SOUTH FOR 5.0 MILES, WEST
 SN1147'0.75 MILE, SOUTH FOR 4.8 MILES TO FORKS, TAKE LEFT FORK FOR 0.45 MILE
 SN1147'TO FORKS, TAKE RIGHT FORK ON OLD HIGHWAY FOR 4.2 MILES TO MARK AS
 SN1147'DESCRIBED.  NOTE-- SNOW FENCE HAS BEEN REMOVED.
 SN1147
 SN1147                          STATION RECOVERY (1968)
 SN1147
 SN1147'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0840 ***********************************************************************
 TG0840  DESIGNATION -  D 394
 TG0840  PID         -  TG0840
 TG0840  STATE/COUNTY-  ND/MOUNTRAIL
 TG0840  USGS QUAD   -  WHITE EARTH (1969)
 TG0840
 TG0840                         *CURRENT SURVEY CONTROL
 TG0840  ___________________________________________________________________
 TG0840* NAD 83(1986)-  48 23 07.     (N)    102 49 59.     (W)     SCALED    
 TG0840* NAVD 88     -       642.793  (meters)    2108.90   (feet)  ADJUSTED  
 TG0840  ___________________________________________________________________
 TG0840  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0840  DYNAMIC HT  -         642.889 (meters)    2109.21  (feet)  COMP
 TG0840  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TG0840
 TG0840  VERT ORDER  -  FIRST     CLASS II
 TG0840
 TG0840.The horizontal coordinates were scaled from a topographic map and have
 TG0840.an estimated accuracy of +/- 6 seconds.
 TG0840
 TG0840.The orthometric height was determined by differential leveling
 TG0840.and adjusted by the National Geodetic Survey in June 1991..
 TG0840.WARNING-Repeat measurements at this control monument indicate possible
 TG0840.vertical movement.
 TG0840
 TG0840.The geoid height was determined by GEOID03.
 TG0840
 TG0840.The dynamic height is computed by dividing the NAVD 88
 TG0840.geopotential number by the normal gravity value computed on the
 TG0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0840.degrees latitude (g = 980.6199 gals.).
 TG0840
 TG0840.The modeled gravity was interpolated from observed gravity values.
 TG0840
 TG0840;                    North         East    Units  Estimated Accuracy
 TG0840;SPC ND N     -   156,640.      427,230.      MT  (+/- 180 meters Scaled)
 TG0840
 TG0840                          SUPERSEDED SURVEY CONTROL
 TG0840
 TG0840  NGVD 29 (??/??/92)  642.311  (m)         2107.32   (f) ADJ UNCH    1 2
 TG0840
 TG0840.Superseded values are not recommended for survey control.
 TG0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0840.See file dsdata.txt to determine how the superseded data were derived.
 TG0840
 TG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP604613(NAD 83)
 TG0840_MARKER: DB = BENCH MARK DISK
 TG0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0840_STAMPING: D 394 1946
 TG0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0840+STABILITY: SURFACE MOTION
 TG0840
 TG0840  HISTORY     - Date     Condition        Report By
 TG0840  HISTORY     - 1946     MONUMENTED       CGS
 TG0840  HISTORY     - 1963     GOOD             NGS
 TG0840
 TG0840                          STATION DESCRIPTION
 TG0840
 TG0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0840'3.0 MI NW FROM WHITE EARTH.
 TG0840'3.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0840'AT WHITE EARTH, ABOUT 0.4 MILE EAST OF MILEPOST 77, ABOUT 9 RAILS WEST
 TG0840'OF A 36-INCH PIPE CULVERT UNDER THE TRACK, IN A LOW SWAMPY AREA, 95.4
 TG0840'FEET NORTH OF THE NORTH RAIL, 59.0 FEET NORTHWEST OF THE NORTH LEG OF
 TG0840'A TOWER, 1.5 FEET SOUTH OF A FENCE, NEAR THE 18TH POLE EAST OF THE
 TG0840'MILEPOST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 TG0840'TOP OF A CONCRETE POST PROJECTING 14 INCHES, S 33, R 94 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0881 ***********************************************************************
 TG0881  DESIGNATION -  D 395
 TG0881  PID         -  TG0881
 TG0881  STATE/COUNTY-  ND/MOUNTRAIL
 TG0881  USGS QUAD   -  WHITE EARTH (1969)
 TG0881
 TG0881                         *CURRENT SURVEY CONTROL
 TG0881  ___________________________________________________________________
 TG0881* NAD 83(1986)-  48 24 19.     (N)    102 47 08.     (W)     SCALED    
 TG0881* NAVD 88     -       674.991  (meters)    2214.53   (feet)  ADJUSTED  
 TG0881  ___________________________________________________________________
 TG0881  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0881  DYNAMIC HT  -         675.101 (meters)    2214.89  (feet)  COMP
 TG0881  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 TG0881
 TG0881  VERT ORDER  -  SECOND    CLASS 0
 TG0881
 TG0881.The horizontal coordinates were scaled from a topographic map and have
 TG0881.an estimated accuracy of +/- 6 seconds.
 TG0881
 TG0881.The orthometric height was determined by differential leveling
 TG0881.and adjusted by the National Geodetic Survey in June 1991..
 TG0881
 TG0881.The geoid height was determined by GEOID03.
 TG0881
 TG0881.The dynamic height is computed by dividing the NAVD 88
 TG0881.geopotential number by the normal gravity value computed on the
 TG0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0881.degrees latitude (g = 980.6199 gals.).
 TG0881
 TG0881.The modeled gravity was interpolated from observed gravity values.
 TG0881
 TG0881;                    North         East    Units  Estimated Accuracy
 TG0881;SPC ND N     -   158,750.      430,810.      MT  (+/- 180 meters Scaled)
 TG0881
 TG0881                          SUPERSEDED SURVEY CONTROL
 TG0881
 TG0881  NGVD 29 (??/??/92)  674.525  (m)         2213.00   (f) ADJ UNCH    2 0
 TG0881
 TG0881.Superseded values are not recommended for survey control.
 TG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0881.See file dsdata.txt to determine how the superseded data were derived.
 TG0881
 TG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP638637(NAD 83)
 TG0881_MARKER: DB = BENCH MARK DISK
 TG0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0881_STAMPING: D 395 1946
 TG0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0881+STABILITY: SURFACE MOTION
 TG0881
 TG0881  HISTORY     - Date     Condition        Report By
 TG0881  HISTORY     - 1946     MONUMENTED       CGS
 TG0881
 TG0881                          STATION DESCRIPTION
 TG0881
 TG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0881'1.9 MI N FROM WHITE EARTH.
 TG0881'1.9 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0881'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, 77 FEET SOUTH OF A
 TG0881'WHITE BOULDER, 51 YARDS SOUTH OF THE CENTERLINE OF A FARM DRIVE, 47
 TG0881'FEET EAST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTHEAST OF THE EAST
 TG0881'END OF A CORRUGATED-IRON CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN
 TG0881'WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD
 TG0881'DISK, STAMPED D 395 1946 AND SET IN THE TOP OF A CONCRETE POST
 TG0881'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0535 ***********************************************************************
 SO0535  DESIGNATION -  D 396
 SO0535  PID         -  SO0535
 SO0535  STATE/COUNTY-  ND/MCKENZIE
 SO0535  USGS QUAD   -  SCHAFER (1978)
 SO0535
 SO0535                         *CURRENT SURVEY CONTROL
 SO0535  ___________________________________________________________________
 SO0535* NAD 83(1986)-  47 48 16.     (N)    103 13 09.     (W)     SCALED    
 SO0535* NAVD 88     -       634.458  (meters)    2081.55   (feet)  ADJUSTED  
 SO0535  ___________________________________________________________________
 SO0535  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0535  DYNAMIC HT  -         634.521 (meters)    2081.76  (feet)  COMP
 SO0535  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SO0535
 SO0535  VERT ORDER  -  SECOND    CLASS 0
 SO0535
 SO0535.The horizontal coordinates were scaled from a topographic map and have
 SO0535.an estimated accuracy of +/- 6 seconds.
 SO0535
 SO0535.The orthometric height was determined by differential leveling
 SO0535.and adjusted by the National Geodetic Survey in June 1991..
 SO0535
 SO0535.The geoid height was determined by GEOID03.
 SO0535
 SO0535.The dynamic height is computed by dividing the NAVD 88
 SO0535.geopotential number by the normal gravity value computed on the
 SO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0535.degrees latitude (g = 980.6199 gals.).
 SO0535
 SO0535.The modeled gravity was interpolated from observed gravity values.
 SO0535
 SO0535;                    North         East    Units  Estimated Accuracy
 SO0535;SPC ND N     -    93,030.      396,370.      MT  (+/- 180 meters Scaled)
 SO0535
 SO0535                          SUPERSEDED SURVEY CONTROL
 SO0535
 SO0535  NGVD 29 (??/??/92)  633.942  (m)         2079.86   (f) ADJ UNCH    2 0
 SO0535
 SO0535.Superseded values are not recommended for survey control.
 SO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0535.See file dsdata.txt to determine how the superseded data were derived.
 SO0535
 SO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN333961(NAD 83)
 SO0535_MARKER: DB = BENCH MARK DISK
 SO0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0535_STAMPING: D 396 1946
 SO0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0535+STABILITY: SURFACE MOTION
 SO0535
 SO0535  HISTORY     - Date     Condition        Report By
 SO0535  HISTORY     - 1946     MONUMENTED       CGS
 SO0535  HISTORY     - 1979     GOOD             NGS
 SO0535
 SO0535                          STATION DESCRIPTION
 SO0535
 SO0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0535'3.4 MI E FROM WATFORD CITY.
 SO0535'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0535'NORTHERN RAILROAD STATION AT WATFORD CITY, 36 FEET NORTH OF THE CENTER
 SO0535'LINE OF STATE HIGHWAY NO. 23, 30 FEET EAST OF THE CENTER LINE OF A
 SO0535'GRADED DIRT ROAD, 15 FEET EAST OF THE EAST END OF AN 18 IN. CORRUGATED
 SO0535'IRON CULVERT WITH A CONCRETE HEADWALL, 6 FEET NORTH OF THE SOUTHWEST
 SO0535'CORNER POST OF A FENCE AROUND A LARGE CEMETERY, 3 FEET SOUTH OF A 4 X
 SO0535'4 IN. MARKER POST.
 SO0535
 SO0535                          STATION RECOVERY (1979)
 SO0535
 SO0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SO0535'0.2 MILE NORTH FROM POST OFFICE IN WATFORD CITY, 2.9 MILES EAST ALONG
 SO0535'STATE HIGHWAY 23. MARK IS AT THE SOUTHWEST CORNER OF CEMETERY, 106
 SO0535'FEET NORTH OF CENTER OF STATE HIGHWAY 23, 34 FEET EAST OF CENTER OF
 SO0535'COUNTY ROAD, 6.8 FEET WEST OF BABY DOMMICK GRAVE STONE AND 1 FOOT
 SO0535'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1249 ***********************************************************************
 TG1249  DESIGNATION -  D 397
 TG1249  PID         -  TG1249
 TG1249  STATE/COUNTY-  ND/MCKENZIE
 TG1249  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1249
 TG1249                         *CURRENT SURVEY CONTROL
 TG1249  ___________________________________________________________________
 TG1249* NAD 83(1986)-  48 04 54.     (N)    103 07 09.     (W)     SCALED    
 TG1249* NAVD 88     -       576.833  (meters)    1892.49   (feet)  ADJUSTED  
 TG1249  ___________________________________________________________________
 TG1249  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1249  DYNAMIC HT  -         576.906 (meters)    1892.73  (feet)  COMP
 TG1249  MODELED GRAV-     980,720.1   (mgal)                       NAVD 88
 TG1249
 TG1249  VERT ORDER  -  SECOND    CLASS 0
 TG1249
 TG1249.The horizontal coordinates were scaled from a topographic map and have
 TG1249.an estimated accuracy of +/- 6 seconds.
 TG1249
 TG1249.The orthometric height was determined by differential leveling
 TG1249.and adjusted by the National Geodetic Survey in June 1991..
 TG1249
 TG1249.The geoid height was determined by GEOID03.
 TG1249
 TG1249.The dynamic height is computed by dividing the NAVD 88
 TG1249.geopotential number by the normal gravity value computed on the
 TG1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1249.degrees latitude (g = 980.6199 gals.).
 TG1249
 TG1249.The modeled gravity was interpolated from observed gravity values.
 TG1249
 TG1249;                    North         East    Units  Estimated Accuracy
 TG1249;SPC ND N     -   123,580.      404,900.      MT  (+/- 180 meters Scaled)
 TG1249
 TG1249                          SUPERSEDED SURVEY CONTROL
 TG1249
 TG1249  NGVD 29 (??/??/92)  576.340  (m)         1890.88   (f) ADJ UNCH    2 0
 TG1249
 TG1249.Superseded values are not recommended for survey control.
 TG1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1249.See file dsdata.txt to determine how the superseded data were derived.
 TG1249
 TG1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP400270(NAD 83)
 TG1249_MARKER: DB = BENCH MARK DISK
 TG1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1249_STAMPING: D 397 1946
 TG1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1249+STABILITY: SURFACE MOTION
 TG1249
 TG1249  HISTORY     - Date     Condition        Report By
 TG1249  HISTORY     - 1946     MONUMENTED       CGS
 TG1249
 TG1249                          STATION DESCRIPTION
 TG1249
 TG1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1249'26.2 MI NE FROM WATFORD CITY.
 TG1249'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 TG1249'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES NORTH
 TG1249'ALONG A GRAVELED COUNTY ROAD TO THE BANKS SCHOOL, THENCE 5.9 MILES
 TG1249'NORTHEAST ALONG TOBACCO CREEK ROAD TO THE MARK, ABOUT 0.3 MILE NORTH
 TG1249'OF A FARM HOUSE, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 TG1249'NORTHEAST OF A CORNER FENCE POST, 3 FEET NORTH OF AN EAST-WEST FENCE
 TG1249'LINE, 3 FEET WEST OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0500 ***********************************************************************
 SO0500  DESIGNATION -  D 398
 SO0500  PID         -  SO0500
 SO0500  STATE/COUNTY-  ND/DUNN
 SO0500  USGS QUAD   -  MANDAREE NE (1970)
 SO0500
 SO0500                         *CURRENT SURVEY CONTROL
 SO0500  ___________________________________________________________________
 SO0500* NAD 83(1986)-  47 42 24.     (N)    102 34 55.     (W)     SCALED    
 SO0500* NAVD 88     -       653.521  (meters)    2144.09   (feet)  ADJUSTED  
 SO0500  ___________________________________________________________________
 SO0500  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 SO0500  DYNAMIC HT  -         653.581 (meters)    2144.29  (feet)  COMP
 SO0500  MODELED GRAV-     980,683.0   (mgal)                       NAVD 88
 SO0500
 SO0500  VERT ORDER  -  SECOND    CLASS 0
 SO0500
 SO0500.The horizontal coordinates were scaled from a topographic map and have
 SO0500.an estimated accuracy of +/- 6 seconds.
 SO0500
 SO0500.The orthometric height was determined by differential leveling
 SO0500.and adjusted by the National Geodetic Survey in June 1991..
 SO0500
 SO0500.The geoid height was determined by GEOID03.
 SO0500
 SO0500.The dynamic height is computed by dividing the NAVD 88
 SO0500.geopotential number by the normal gravity value computed on the
 SO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0500.degrees latitude (g = 980.6199 gals.).
 SO0500
 SO0500.The modeled gravity was interpolated from observed gravity values.
 SO0500
 SO0500;                    North         East    Units  Estimated Accuracy
 SO0500;SPC ND S     -   228,850.      443,770.      MT  (+/- 180 meters Scaled)
 SO0500
 SO0500                          SUPERSEDED SURVEY CONTROL
 SO0500
 SO0500  NGVD 29 (??/??/92)  653.047  (m)         2142.54   (f) ADJ UNCH    2 0
 SO0500
 SO0500.Superseded values are not recommended for survey control.
 SO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0500.See file dsdata.txt to determine how the superseded data were derived.
 SO0500
 SO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN813865(NAD 83)
 SO0500_MARKER: DB = BENCH MARK DISK
 SO0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0500_STAMPING: D 398 1946
 SO0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0500+STABILITY: SURFACE MOTION
 SO0500
 SO0500  HISTORY     - Date     Condition        Report By
 SO0500  HISTORY     - 1946     MONUMENTED       CGS
 SO0500
 SO0500                          STATION DESCRIPTION
 SO0500
 SO0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0500'26.4 MI S FROM SANISH.
 SO0500'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0500'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0500'GRAVELED ROAD (THIS ROAD GRADUALLY DIMINISHES TO A DIRT TRACK ROAD) TO
 SO0500'A Y-ROAD INTERSECTION, THENCE 2.7 MILES SOUTH ALONG A TRACK ROAD TO
 SO0500'MARK, ABOUT 250 FEET NORTH OF A FOUR POINT ROAD INTERSECTION, ABOUT
 SO0500'270 FEET NORTH OF A PROMINENT WATERING HOLE, 43 FEET NORTH OF A CORNER
 SO0500'FENCE POST, 33 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 3
 SO0500'FEET SOUTH OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0192 ***********************************************************************
 SO0192  DESIGNATION -  D 399
 SO0192  PID         -  SO0192
 SO0192  STATE/COUNTY-  ND/DUNN
 SO0192  USGS QUAD   -  STRING BUTTES (1970)
 SO0192
 SO0192                         *CURRENT SURVEY CONTROL
 SO0192  ___________________________________________________________________
 SO0192* NAD 83(1986)-  47 44 30.     (N)    102 25 26.     (W)     SCALED    
 SO0192* NAVD 88     -       543.888  (meters)    1784.41   (feet)  ADJUSTED  
 SO0192  ___________________________________________________________________
 SO0192  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SO0192  DYNAMIC HT  -         543.945 (meters)    1784.59  (feet)  COMP
 SO0192  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 SO0192
 SO0192  VERT ORDER  -  SECOND    CLASS 0
 SO0192
 SO0192.The horizontal coordinates were scaled from a topographic map and have
 SO0192.an estimated accuracy of +/- 6 seconds.
 SO0192
 SO0192.The orthometric height was determined by differential leveling
 SO0192.and adjusted by the National Geodetic Survey in June 1991..
 SO0192
 SO0192.The geoid height was determined by GEOID03.
 SO0192
 SO0192.The dynamic height is computed by dividing the NAVD 88
 SO0192.geopotential number by the normal gravity value computed on the
 SO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0192.degrees latitude (g = 980.6199 gals.).
 SO0192
 SO0192.The modeled gravity was interpolated from observed gravity values.
 SO0192
 SO0192;                    North         East    Units  Estimated Accuracy
 SO0192;SPC ND S     -   232,430.      455,720.      MT  (+/- 180 meters Scaled)
 SO0192
 SO0192                          SUPERSEDED SURVEY CONTROL
 SO0192
 SO0192  NGVD 29 (??/??/92)  543.432  (m)         1782.91   (f) ADJ UNCH    2 0
 SO0192
 SO0192.Superseded values are not recommended for survey control.
 SO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0192.See file dsdata.txt to determine how the superseded data were derived.
 SO0192
 SO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN931908(NAD 83)
 SO0192_MARKER: DB = BENCH MARK DISK
 SO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0192_STAMPING: D 399 1946
 SO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0192+STABILITY: SURFACE MOTION
 SO0192
 SO0192  HISTORY     - Date     Condition        Report By
 SO0192  HISTORY     - 1946     MONUMENTED       CGS
 SO0192  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0192
 SO0192                          STATION DESCRIPTION
 SO0192
 SO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0192'32.2 MI S FROM SANISH.
 SO0192'IN DUNN COUNTY, 32.2 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0192'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0192'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0192'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0192'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 8.5 MILES EAST
 SO0192'ALONG A DIRT TRACK ROAD.  IT IS 0.1 MILE EAST OF A CATTLE GUARD IN AN
 SO0192'EAST-AND-WEST FENCE LINE, 60 FEET WEST OF THE WEST END OF THE BRIDGE
 SO0192'OVER SKUNK CREEK, 20 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD,
 SO0192'AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 SO0192'STAMPED D 399 1946 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 SO0192'BRIDGE IS NO LONGER THERE.
 SO0192
 SO0192                          STATION RECOVERY (1966)
 SO0192
 SO0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0922 ***********************************************************************
 TF0922  DESIGNATION -  D 4
 TF0922  PID         -  TF0922
 TF0922  STATE/COUNTY-  ND/WARD
 TF0922  USGS QUAD   -  SURREY (1981)
 TF0922
 TF0922                         *CURRENT SURVEY CONTROL
 TF0922  ___________________________________________________________________
 TF0922* NAD 83(1986)-  48 14 04.     (N)    101 14 07.     (W)     SCALED    
 TF0922* NAVD 88     -       487.194  (meters)    1598.40   (feet)  ADJUSTED  
 TF0922  ___________________________________________________________________
 TF0922  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 TF0922  DYNAMIC HT  -         487.276 (meters)    1598.67  (feet)  COMP
 TF0922  MODELED GRAV-     980,764.2   (mgal)                       NAVD 88
 TF0922
 TF0922  VERT ORDER  -  FIRST     CLASS II
 TF0922
 TF0922.The horizontal coordinates were scaled from a topographic map and have
 TF0922.an estimated accuracy of +/- 6 seconds.
 TF0922
 TF0922.The orthometric height was determined by differential leveling
 TF0922.and adjusted by the National Geodetic Survey in June 1991..
 TF0922
 TF0922.The geoid height was determined by GEOID03.
 TF0922
 TF0922.The dynamic height is computed by dividing the NAVD 88
 TF0922.geopotential number by the normal gravity value computed on the
 TF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0922.degrees latitude (g = 980.6199 gals.).
 TF0922
 TF0922.The modeled gravity was interpolated from observed gravity values.
 TF0922
 TF0922;                    North         East    Units  Estimated Accuracy
 TF0922;SPC ND N     -   137,510.      545,380.      MT  (+/- 180 meters Scaled)
 TF0922
 TF0922                          SUPERSEDED SURVEY CONTROL
 TF0922
 TF0922  NGVD 29 (??/??/92)  486.788  (m)         1597.07   (f) ADJ UNCH    1 2
 TF0922
 TF0922.Superseded values are not recommended for survey control.
 TF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0922.See file dsdata.txt to determine how the superseded data were derived.
 TF0922
 TF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU340447(NAD 83)
 TF0922_MARKER: Q = CHISELED SQUARE
 TF0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0922_SP_SET: TOWER
 TF0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0922
 TF0922  HISTORY     - Date     Condition        Report By
 TF0922  HISTORY     - UNK      MONUMENTED       CGS
 TF0922  HISTORY     - 1970     GOOD             NGS
 TF0922
 TF0922                          STATION DESCRIPTION
 TF0922
 TF0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TF0922'3 MI E FROM MINOT.
 TF0922'SEC. 20, T.155N., R.82W.  89.0 FT EAST AND 27.5 FT. SOUTH OF LARGE
 TF0922'BARN.  14.5 FT NE OF FIRE HYDRANT, 33 FT NW OF POLE, 9.3 FT WNW OF
 TF0922'STAND PIPE CONCRETE BASE.  THERE IS AN OLD WOODEN WATER TANK 76.5 FT.
 TF0922'SOUTH TO THE NEAREST LEG AND 74.5 FT. TO CENTERLINE OF THE LADDER FROM
 TF0922'THE BENCH MARK.  LOCATION IS 116 1/2 FT SO. OF THE SOUTHERN MOST GREAT
 TF0922'NORTHERN RAILROAD TRACK CENTERLINE, 137 1/2 FT SO. OF ANOTHER TRACK
 TF0922'CENTERLINE, 152 1/2 FT TO ANOTHER CENTERLINE, 163 1/2 FT TO ANOTHER
 TF0922'CENTERLINE, 185 FT TO ANOTHER CENTERLINE AND 198 1/2 FT SOUTH OF THE
 TF0922'MOST NORTHERN CENTERLINE RAILROAD TRACKS.  NOTE-- WATER TOWER TAKEN
 TF0922'DOWN AND FOOTING DESTROYED BY RAILROAD CREW.  MARK WAS LOCATED IN THE
 TF0922'RAILROAD WATER TOWER.  THE WATER TOWER HAS BEEN RELOCATED BUT THE
 TF0922'FOOTINGS (ESPECIALLY THE NORTH WEST SANDSTONE FOOTING) HAVE NOT BEEN
 TF0922'DESTROYED.  CHISELED SQUARE IS STILL LOCATABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0679 ***********************************************************************
 SN0679  DESIGNATION -  D 4 B 1
 SN0679  PID         -  SN0679
 SN0679  STATE/COUNTY-  ND/MCLEAN
 SN0679  USGS QUAD   -  BENEDICT SW (1981)
 SN0679
 SN0679                         *CURRENT SURVEY CONTROL
 SN0679  ___________________________________________________________________
 SN0679* NAD 83(1986)-  47 46 33.     (N)    101 11 48.     (W)     SCALED    
 SN0679* NAVD 88     -       652.283  (meters)    2140.03   (feet)  ADJUSTED  
 SN0679  ___________________________________________________________________
 SN0679  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SN0679  DYNAMIC HT  -         652.344 (meters)    2140.23  (feet)  COMP
 SN0679  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 SN0679
 SN0679  VERT ORDER  -  SECOND    CLASS 0
 SN0679
 SN0679.The horizontal coordinates were scaled from a topographic map and have
 SN0679.an estimated accuracy of +/- 6 seconds.
 SN0679
 SN0679.The orthometric height was determined by differential leveling
 SN0679.and adjusted by the National Geodetic Survey in June 1991..
 SN0679
 SN0679.The geoid height was determined by GEOID03.
 SN0679
 SN0679.The dynamic height is computed by dividing the NAVD 88
 SN0679.geopotential number by the normal gravity value computed on the
 SN0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0679.degrees latitude (g = 980.6199 gals.).
 SN0679
 SN0679.The modeled gravity was interpolated from observed gravity values.
 SN0679
 SN0679;                    North         East    Units  Estimated Accuracy
 SN0679;SPC ND N     -    86,490.      547,790.      MT  (+/- 180 meters Scaled)
 SN0679
 SN0679                          SUPERSEDED SURVEY CONTROL
 SN0679
 SN0679  NGVD 29 (??/??/92)  651.87   (m)         2138.7    (f) COMPUTED    2 0
 SN0679
 SN0679.Superseded values are not recommended for survey control.
 SN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0679.See file dsdata.txt to determine how the superseded data were derived.
 SN0679
 SN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT354937(NAD 83)
 SN0679_MARKER: Z = SEE DESCRIPTION
 SN0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0679_SP_SET: CONCRETE PEDESTAL
 SN0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0679
 SN0679  HISTORY     - Date     Condition        Report By
 SN0679  HISTORY     - UNK      MONUMENTED       DOD
 SN0679  HISTORY     - 1962     GOOD             NGS
 SN0679
 SN0679                          STATION DESCRIPTION
 SN0679
 SN0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0679'7.6 MI SE FROM MAX.
 SN0679'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE HIGHWAY OVERPASS
 SN0679'OF THE SOO LINE RAILROAD AT MAX, THENCE 4.5 MILES SOUTH ALONG A
 SN0679'GRAVELED ROAD, ABOUT 65 YARDS NORTH AND ACROSS THE ROAD FROM THE
 SN0679'NORTHEAST CORNER OF A SMALL CEMETERY, IN THE EDGE OF A FIELD, 158 FEET
 SN0679'NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF
 SN0679'THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH. NOTE--
 SN0679'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0680 ***********************************************************************
 SN0680  DESIGNATION -  D 4 B 2
 SN0680  PID         -  SN0680
 SN0680  STATE/COUNTY-  ND/MCLEAN
 SN0680  USGS QUAD   -  BENEDICT SW (1981)
 SN0680
 SN0680                         *CURRENT SURVEY CONTROL
 SN0680  ___________________________________________________________________
 SN0680* NAD 83(1986)-  47 46 45.     (N)    101 11 38.     (W)     SCALED    
 SN0680* NAVD 88     -       652.227  (meters)    2139.85   (feet)  ADJUSTED  
 SN0680  ___________________________________________________________________
 SN0680  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 SN0680  DYNAMIC HT  -         652.288 (meters)    2140.05  (feet)  COMP
 SN0680  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 SN0680
 SN0680  VERT ORDER  -  SECOND    CLASS 0
 SN0680
 SN0680.The horizontal coordinates were scaled from a topographic map and have
 SN0680.an estimated accuracy of +/- 6 seconds.
 SN0680
 SN0680.The orthometric height was determined by differential leveling
 SN0680.and adjusted by the National Geodetic Survey in June 1991..
 SN0680
 SN0680.The geoid height was determined by GEOID03.
 SN0680
 SN0680.The dynamic height is computed by dividing the NAVD 88
 SN0680.geopotential number by the normal gravity value computed on the
 SN0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0680.degrees latitude (g = 980.6199 gals.).
 SN0680
 SN0680.The modeled gravity was interpolated from observed gravity values.
 SN0680
 SN0680;                    North         East    Units  Estimated Accuracy
 SN0680;SPC ND N     -    86,860.      548,000.      MT  (+/- 180 meters Scaled)
 SN0680
 SN0680                          SUPERSEDED SURVEY CONTROL
 SN0680
 SN0680  NGVD 29 (??/??/92)  651.82   (m)         2138.5    (f) COMPUTED    2 0
 SN0680
 SN0680.Superseded values are not recommended for survey control.
 SN0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0680.See file dsdata.txt to determine how the superseded data were derived.
 SN0680
 SN0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT356940(NAD 83)
 SN0680_MARKER: Z = SEE DESCRIPTION
 SN0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0680_SP_SET: CONCRETE PEDESTAL
 SN0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0680
 SN0680  HISTORY     - Date     Condition        Report By
 SN0680  HISTORY     - UNK      MONUMENTED       DOD
 SN0680  HISTORY     - 1962     GOOD             NGS
 SN0680
 SN0680                          STATION DESCRIPTION
 SN0680
 SN0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0680'7.9 MI SE FROM MAX.
 SN0680'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE HIGHWAY OVERPASS
 SN0680'OF THE SOO LINE RAILROAD AT MAX, THENCE 4.5 MILES EAST ALONG A
 SN0680'GRAVELED ROAD, THENCE 0.3 MILE NORTHEAST ACROSS A FIELD, ON THE
 SN0680'NORTHEAST SLOPE OF A SMALL KNOLL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 SN0680'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0682 ***********************************************************************
 SN0682  DESIGNATION -  D 4 Z
 SN0682  PID         -  SN0682
 SN0682  STATE/COUNTY-  ND/MCLEAN
 SN0682  USGS QUAD   -  BENEDICT SW (1981)
 SN0682
 SN0682                         *CURRENT SURVEY CONTROL
 SN0682  ___________________________________________________________________
 SN0682* NAD 83(1986)-  47 46 43.     (N)    101 11 19.     (W)     SCALED    
 SN0682* NAVD 88     -       651.456  (meters)    2137.32   (feet)  ADJUSTED  
 SN0682  ___________________________________________________________________
 SN0682  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SN0682  DYNAMIC HT  -         651.517 (meters)    2137.52  (feet)  COMP
 SN0682  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 SN0682
 SN0682  VERT ORDER  -  SECOND    CLASS 0
 SN0682
 SN0682.The horizontal coordinates were scaled from a topographic map and have
 SN0682.an estimated accuracy of +/- 6 seconds.
 SN0682
 SN0682.The orthometric height was determined by differential leveling
 SN0682.and adjusted by the National Geodetic Survey in June 1991..
 SN0682
 SN0682.The geoid height was determined by GEOID03.
 SN0682
 SN0682.The dynamic height is computed by dividing the NAVD 88
 SN0682.geopotential number by the normal gravity value computed on the
 SN0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0682.degrees latitude (g = 980.6199 gals.).
 SN0682
 SN0682.The modeled gravity was interpolated from observed gravity values.
 SN0682
 SN0682;                    North         East    Units  Estimated Accuracy
 SN0682;SPC ND N     -    86,800.      548,400.      MT  (+/- 180 meters Scaled)
 SN0682
 SN0682                          SUPERSEDED SURVEY CONTROL
 SN0682
 SN0682  NGVD 29 (??/??/92)  651.05   (m)         2136.0    (f) COMPUTED    2 0
 SN0682
 SN0682.Superseded values are not recommended for survey control.
 SN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0682.See file dsdata.txt to determine how the superseded data were derived.
 SN0682
 SN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT360940(NAD 83)
 SN0682_MARKER: DS = TRIANGULATION STATION DISK
 SN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0682_STAMPING: D 4 Z 1962
 SN0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0682+STABILITY: SURFACE MOTION
 SN0682
 SN0682  HISTORY     - Date     Condition        Report By
 SN0682  HISTORY     - 1962     MONUMENTED       CGS
 SN0682
 SN0682                          STATION DESCRIPTION
 SN0682
 SN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0682'8.3 MI SE FROM MAX.
 SN0682'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE HIGHWAY OVERPASS
 SN0682'OF THE SOO LINE RAILROAD, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0682'THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST
 SN0682'ACROSS A FIELD, ON THE TOP OF AND NEAR THE SOUTH END OF A LONG NARROW
 SN0682'RIDGE, ABOUT 25 YARDS NORTHWEST OF A ROCK PILE, 5.6 FEET WEST OF A
 SN0682'METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE RIDGE, AND SET IN
 SN0682'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0683 ***********************************************************************
 SN0683  DESIGNATION -  D 4 Z RM 1
 SN0683  PID         -  SN0683
 SN0683  STATE/COUNTY-  ND/MCLEAN
 SN0683  USGS QUAD   -  BENEDICT SW (1981)
 SN0683
 SN0683                         *CURRENT SURVEY CONTROL
 SN0683  ___________________________________________________________________
 SN0683* NAD 83(1986)-  47 46 44.     (N)    101 11 18.     (W)     SCALED    
 SN0683* NAVD 88     -       651.543  (meters)    2137.60   (feet)  ADJUSTED  
 SN0683  ___________________________________________________________________
 SN0683  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SN0683  DYNAMIC HT  -         651.605 (meters)    2137.81  (feet)  COMP
 SN0683  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 SN0683
 SN0683  VERT ORDER  -  SECOND    CLASS 0
 SN0683
 SN0683.The horizontal coordinates were scaled from a topographic map and have
 SN0683.an estimated accuracy of +/- 6 seconds.
 SN0683
 SN0683.The orthometric height was determined by differential leveling
 SN0683.and adjusted by the National Geodetic Survey in June 1991..
 SN0683
 SN0683.The geoid height was determined by GEOID03.
 SN0683
 SN0683.The dynamic height is computed by dividing the NAVD 88
 SN0683.geopotential number by the normal gravity value computed on the
 SN0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0683.degrees latitude (g = 980.6199 gals.).
 SN0683
 SN0683.The modeled gravity was interpolated from observed gravity values.
 SN0683
 SN0683;                    North         East    Units  Estimated Accuracy
 SN0683;SPC ND N     -    86,830.      548,420.      MT  (+/- 180 meters Scaled)
 SN0683
 SN0683                          SUPERSEDED SURVEY CONTROL
 SN0683
 SN0683  NGVD 29 (??/??/92)  651.13   (m)         2136.2    (f) COMPUTED    2 0
 SN0683
 SN0683.Superseded values are not recommended for survey control.
 SN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0683.See file dsdata.txt to determine how the superseded data were derived.
 SN0683
 SN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT360940(NAD 83)
 SN0683_MARKER: DR = REFERENCE MARK DISK
 SN0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0683_STAMPING: D 4 Z NO 1 1962
 SN0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0683+STABILITY: SURFACE MOTION
 SN0683
 SN0683  HISTORY     - Date     Condition        Report By
 SN0683  HISTORY     - 1962     MONUMENTED       CGS
 SN0683
 SN0683                          STATION DESCRIPTION
 SN0683
 SN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0683'8.3 MI SE FROM MAX.
 SN0683'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE HIGHWAY OVERPASS
 SN0683'OF THE SOO LINE RAILROAD AT MAX, THENCE 5.0 MILES EAST ALONG A
 SN0683'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1
 SN0683'MILE WEST ACROSS A FIELD, ON THE TOP AND NEAR THE SOUTHEAST END OF A
 SN0683'LONG NARROW RIDGE, 22.4 FEET NORTH OF THE STATION MARK D 4 Z 1962,
 SN0683'ABOUT LEVEL WITH THE TOP OF THE RIDGE, AND SET IN THE TOP OF A
 SN0683'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0681 ***********************************************************************
 SN0681  DESIGNATION -  D 4 Z RM 2
 SN0681  PID         -  SN0681
 SN0681  STATE/COUNTY-  ND/MCLEAN
 SN0681  USGS QUAD   -  BENEDICT SW (1981)
 SN0681
 SN0681                         *CURRENT SURVEY CONTROL
 SN0681  ___________________________________________________________________
 SN0681* NAD 83(1986)-  47 46 44.     (N)    101 11 19.     (W)     SCALED    
 SN0681* NAVD 88     -       650.916  (meters)    2135.55   (feet)  ADJUSTED  
 SN0681  ___________________________________________________________________
 SN0681  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 SN0681  DYNAMIC HT  -         650.978 (meters)    2135.75  (feet)  COMP
 SN0681  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 SN0681
 SN0681  VERT ORDER  -  SECOND    CLASS 0
 SN0681
 SN0681.The horizontal coordinates were scaled from a topographic map and have
 SN0681.an estimated accuracy of +/- 6 seconds.
 SN0681
 SN0681.The orthometric height was determined by differential leveling
 SN0681.and adjusted by the National Geodetic Survey in June 1991..
 SN0681
 SN0681.The geoid height was determined by GEOID03.
 SN0681
 SN0681.The dynamic height is computed by dividing the NAVD 88
 SN0681.geopotential number by the normal gravity value computed on the
 SN0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0681.degrees latitude (g = 980.6199 gals.).
 SN0681
 SN0681.The modeled gravity was interpolated from observed gravity values.
 SN0681
 SN0681;                    North         East    Units  Estimated Accuracy
 SN0681;SPC ND N     -    86,830.      548,400.      MT  (+/- 180 meters Scaled)
 SN0681
 SN0681                          SUPERSEDED SURVEY CONTROL
 SN0681
 SN0681  NGVD 29 (??/??/92)  650.51   (m)         2134.2    (f) COMPUTED    2 0
 SN0681
 SN0681.Superseded values are not recommended for survey control.
 SN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0681.See file dsdata.txt to determine how the superseded data were derived.
 SN0681
 SN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT360940(NAD 83)
 SN0681_MARKER: DR = REFERENCE MARK DISK
 SN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0681_STAMPING: D 4 Z NO 2 1962
 SN0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0681+STABILITY: SURFACE MOTION
 SN0681
 SN0681  HISTORY     - Date     Condition        Report By
 SN0681  HISTORY     - 1962     MONUMENTED       CGS
 SN0681
 SN0681                          STATION DESCRIPTION
 SN0681
 SN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0681'8.3 MI SE FROM MAX.
 SN0681'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE HIGHWAY OVERPASS
 SN0681'OF THE RAILROAD AT MAX, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD,
 SN0681'THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST
 SN0681'ACROSS A FIELD, ON THE TOP AND NEAR THE SOUTH END OF A LONG NARROW
 SN0681'RIDGE, 27.6 FEET SOUTH-SOUTHEAST OF THE STATION MARK D 4 Z 1962, ABOUT
 SN0681'LEVEL WITH THE TOP OF THE RIDGE, AND SET IN THE TOP OF A CONCRETE POST
 SN0681'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0308 ***********************************************************************
 RQ0308  DESIGNATION -  D 40
 RQ0308  PID         -  RQ0308
 RQ0308  STATE/COUNTY-  ND/LOGAN
 RQ0308  USGS QUAD   -  STREETER SW (1983)
 RQ0308
 RQ0308                         *CURRENT SURVEY CONTROL
 RQ0308  ___________________________________________________________________
 RQ0308* NAD 83(1986)-  46 36 57.     (N)    099 24 47.     (W)     SCALED    
 RQ0308* NAVD 88     -       577.549  (meters)    1894.84   (feet)  ADJUSTED  
 RQ0308  ___________________________________________________________________
 RQ0308  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 RQ0308  DYNAMIC HT  -         577.546 (meters)    1894.83  (feet)  COMP
 RQ0308  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 RQ0308
 RQ0308  VERT ORDER  -  SECOND    CLASS 0
 RQ0308
 RQ0308.The horizontal coordinates were scaled from a topographic map and have
 RQ0308.an estimated accuracy of +/- 6 seconds.
 RQ0308
 RQ0308.The orthometric height was determined by differential leveling
 RQ0308.and adjusted by the National Geodetic Survey in June 1991..
 RQ0308
 RQ0308.The geoid height was determined by GEOID03.
 RQ0308
 RQ0308.The dynamic height is computed by dividing the NAVD 88
 RQ0308.geopotential number by the normal gravity value computed on the
 RQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0308.degrees latitude (g = 980.6199 gals.).
 RQ0308
 RQ0308.The modeled gravity was interpolated from observed gravity values.
 RQ0308
 RQ0308;                    North         East    Units  Estimated Accuracy
 RQ0308;SPC ND S     -   106,080.      683,250.      MT  (+/- 180 meters Scaled)
 RQ0308
 RQ0308                          SUPERSEDED SURVEY CONTROL
 RQ0308
 RQ0308  NGVD 29 (??/??/92)  577.121  (m)         1893.44   (f) ADJ UNCH    2 0
 RQ0308
 RQ0308.Superseded values are not recommended for survey control.
 RQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0308.See file dsdata.txt to determine how the superseded data were derived.
 RQ0308
 RQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS683625(NAD 83)
 RQ0308_MARKER: DB = BENCH MARK DISK
 RQ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0308_STAMPING: D 40 1934
 RQ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0308+STABILITY: SURFACE MOTION
 RQ0308
 RQ0308  HISTORY     - Date     Condition        Report By
 RQ0308  HISTORY     - 1934     MONUMENTED       CGS
 RQ0308  HISTORY     - 1959     GOOD             NGS
 RQ0308
 RQ0308                          STATION DESCRIPTION
 RQ0308
 RQ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0308'5.7 MI SW FROM STREETER.
 RQ0308'IN LOGAN COUNTY, 5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 RQ0308'NORTHERN PACIFIC RAILWAY STATION AT STREETER, STUTSMAN COUNTY, AT A
 RQ0308'TURN IN THE HIGHWAY TO THE SOUTH, AT THE JUNCTION OF A SIDE ROAD
 RQ0308'LEADING WEST, 45 FEET SOUTH OF THE SIDE ROAD, 33 FEET WEST OF THE
 RQ0308'CENTERLINE OF THE HIGHWAY, AND OPPOSITE THE FARM BUILDINGS NORTHEAST
 RQ0308'OF THE INTERSECTION.  A STANDARD DISK, STAMPED D 40 1934 AND SET IN
 RQ0308'THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 2 1/2 MILES WEST OF B.M. C
 RQ0308'40, AT THE NORTHEAST CORNER OF SEC. 12, T. 136 N., R. 69 W., AT A
 RQ0308'POINT WHERE A GRAVEL ROAD TURNS FROM WEST TO SOUTH, SOUTHWEST OF AN
 RQ0308'OLD T-INTERSECTION, ABOUT 75 YARDS SOUTHWEST OF A FARMHOUSE AND 5 FEET
 RQ0308'SOUTHEAST OF A CORNER POST AT NORTHEAST CORNER OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0469 ***********************************************************************
 SO0469  DESIGNATION -  D 400
 SO0469  PID         -  SO0469
 SO0469  STATE/COUNTY-  ND/MCKENZIE
 SO0469  USGS QUAD   -  SANISH (1967)
 SO0469
 SO0469                         *CURRENT SURVEY CONTROL
 SO0469  ___________________________________________________________________
 SO0469* NAD 83(1986)-  47 56 47.     (N)    102 36 02.     (W)     SCALED    
 SO0469* NAVD 88     -       551.251  (meters)    1808.56   (feet)  ADJUSTED  
 SO0469  ___________________________________________________________________
 SO0469  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SO0469  DYNAMIC HT  -         551.329 (meters)    1808.82  (feet)  COMP
 SO0469  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 SO0469
 SO0469  VERT ORDER  -  SECOND    CLASS 0
 SO0469
 SO0469.The horizontal coordinates were scaled from a topographic map and have
 SO0469.an estimated accuracy of +/- 6 seconds.
 SO0469
 SO0469.The orthometric height was determined by differential leveling
 SO0469.and adjusted by the National Geodetic Survey in June 1991..
 SO0469
 SO0469.The geoid height was determined by GEOID03.
 SO0469
 SO0469.The dynamic height is computed by dividing the NAVD 88
 SO0469.geopotential number by the normal gravity value computed on the
 SO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0469.degrees latitude (g = 980.6199 gals.).
 SO0469
 SO0469.The modeled gravity was interpolated from observed gravity values.
 SO0469
 SO0469;                    North         East    Units  Estimated Accuracy
 SO0469;SPC ND N     -   107,360.      443,110.      MT  (+/- 180 meters Scaled)
 SO0469
 SO0469                          SUPERSEDED SURVEY CONTROL
 SO0469
 SO0469  NGVD 29 (??/??/92)  550.786  (m)         1807.04   (f) ADJ UNCH    2 0
 SO0469
 SO0469.Superseded values are not recommended for survey control.
 SO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0469.See file dsdata.txt to determine how the superseded data were derived.
 SO0469
 SO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP791131(NAD 83)
 SO0469_MARKER: DB = BENCH MARK DISK
 SO0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0469_STAMPING: D 400 1946
 SO0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0469+STABILITY: SURFACE MOTION
 SO0469
 SO0469  HISTORY     - Date     Condition        Report By
 SO0469  HISTORY     - 1946     MONUMENTED       CGS
 SO0469  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0469
 SO0469                          STATION DESCRIPTION
 SO0469
 SO0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0469'4.8 MI SW FROM SANISH.
 SO0469'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0469'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 3.0 MILES SOUTH ALONG A
 SO0469'GRAVELED ROAD, 0.2 MILE EAST OF A CATTLE GUARD AT A NORTH-SOUTH FENCE,
 SO0469'ABOUT 30 FEET WEST OF THE HEAD OF A SMALL WOODED DRAW, 25 FEET SOUTH
 SO0469'OF THE CENTER LINE OF A GRAVELED ROAD, 3 FEET WEST OF A 4 X 4 IN.
 SO0469'MARKER POST.  NOTE-- MARK UNDERWATER.
 SO0469
 SO0469                          STATION RECOVERY (1966)
 SO0469
 SO0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0953 ***********************************************************************
 SN0953  DESIGNATION -  D 401
 SN0953  PID         -  SN0953
 SN0953  STATE/COUNTY-  ND/MERCER
 SN0953  USGS QUAD   -  BEULAH NE (1977)
 SN0953
 SN0953                         *CURRENT SURVEY CONTROL
 SN0953  ___________________________________________________________________
 SN0953* NAD 83(1986)-  47 29 16.     (N)    101 46 48.     (W)     SCALED    
 SN0953* NAVD 88     -       570.187  (meters)    1870.69   (feet)  ADJUSTED  
 SN0953  ___________________________________________________________________
 SN0953  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SN0953  DYNAMIC HT  -         570.239 (meters)    1870.86  (feet)  COMP
 SN0953  MODELED GRAV-     980,685.1   (mgal)                       NAVD 88
 SN0953
 SN0953  VERT ORDER  -  SECOND    CLASS 0
 SN0953
 SN0953.The horizontal coordinates were scaled from a topographic map and have
 SN0953.an estimated accuracy of +/- 6 seconds.
 SN0953
 SN0953.The orthometric height was determined by differential leveling
 SN0953.and adjusted by the National Geodetic Survey in June 1991..
 SN0953
 SN0953.The geoid height was determined by GEOID03.
 SN0953
 SN0953.The dynamic height is computed by dividing the NAVD 88
 SN0953.geopotential number by the normal gravity value computed on the
 SN0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0953.degrees latitude (g = 980.6199 gals.).
 SN0953
 SN0953.The modeled gravity was interpolated from observed gravity values.
 SN0953
 SN0953;                    North         East    Units  Estimated Accuracy
 SN0953;SPC ND S     -   203,220.      503,540.      MT  (+/- 180 meters Scaled)
 SN0953
 SN0953                          SUPERSEDED SURVEY CONTROL
 SN0953
 SN0953  NGVD 29 (??/??/92)  569.802  (m)         1869.43   (f) ADJ UNCH    2 0
 SN0953
 SN0953.Superseded values are not recommended for survey control.
 SN0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0953.See file dsdata.txt to determine how the superseded data were derived.
 SN0953
 SN0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT905631(NAD 83)
 SN0953_MARKER: DB = BENCH MARK DISK
 SN0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0953_STAMPING: D 401 1946
 SN0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0953+STABILITY: SURFACE MOTION
 SN0953
 SN0953  HISTORY     - Date     Condition        Report By
 SN0953  HISTORY     - 1946     MONUMENTED       CGS
 SN0953  HISTORY     - 1956     GOOD             NGS
 SN0953
 SN0953                          STATION DESCRIPTION
 SN0953
 SN0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0953'16.6 MI N FROM BEULAH.
 SN0953'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN0953'OF STATE HIGHWAY NO. 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO
 SN0953'A FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN0953'GRAVELED ROAD TO KRONTHALS CROSSROADS AND END OF GRAVELED SURFACE,
 SN0953'CONTINUE NORTH ALONG THE GRADED DIRT ROAD FOR 2.4 MILES TO THE MARK,
 SN0953'IN NORTHEAST CORNER OF SECTION LINE CROSSROAD, 33 FEET NORTH OF THE
 SN0953'CENTER LINE OF A TRACK ROAD, 26 FEET EAST OF THE CENTER LINE OF THE
 SN0953'GRADED DIRT ROAD, 25 FEET NORTH OF THE NORTH END OF AN 18 IN. TILE
 SN0953'CULVERT, 18 FEET NORTH OF A TELEPHONE POLE, 15 FEET NORTH OF A CORNER
 SN0953'FENCE POST, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST.
 SN0953
 SN0953                          STATION RECOVERY (1956)
 SN0953
 SN0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0954 ***********************************************************************
 SN0954  DESIGNATION -  D 401 RESET
 SN0954  PID         -  SN0954
 SN0954  STATE/COUNTY-  ND/MERCER
 SN0954  USGS QUAD   -  BEULAH NE (1977)
 SN0954
 SN0954                         *CURRENT SURVEY CONTROL
 SN0954  ___________________________________________________________________
 SN0954* NAD 83(1986)-  47 29 16.     (N)    101 46 49.     (W)     SCALED    
 SN0954* NAVD 88     -       570.47   (+/-2cm)    1871.6    (feet)  VERTCON   
 SN0954  ___________________________________________________________________
 SN0954  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SN0954
 SN0954  VERT ORDER  -  THIRD (See Below)
 SN0954
 SN0954.The horizontal coordinates were scaled from a topographic map and have
 SN0954.an estimated accuracy of +/- 6 seconds.
 SN0954
 SN0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0954.The vertical order pertains to the NGVD 29 superseded value.
 SN0954
 SN0954.The geoid height was determined by GEOID03.
 SN0954
 SN0954;                    North         East    Units  Estimated Accuracy
 SN0954;SPC ND S     -   203,220.      503,520.      MT  (+/- 180 meters Scaled)
 SN0954
 SN0954                          SUPERSEDED SURVEY CONTROL
 SN0954
 SN0954  NGVD 29 (11/04/04)  570.08   (m)         1870.3    (f) RESET       3  
 SN0954
 SN0954.Superseded values are not recommended for survey control.
 SN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0954.See file dsdata.txt to determine how the superseded data were derived.
 SN0954
 SN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT905631(NAD 83)
 SN0954_MARKER: DB = BENCH MARK DISK
 SN0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0954_STAMPING: D 401 RESET 1961
 SN0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0954+STABILITY: SURFACE MOTION
 SN0954
 SN0954  HISTORY     - Date     Condition        Report By
 SN0954  HISTORY     - 1961     MONUMENTED       CGS
 SN0954  HISTORY     - 1968     GOOD             DOD
 SN0954
 SN0954                          STATION DESCRIPTION
 SN0954
 SN0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SN0954'16.6 MI N FROM BEULAH.
 SN0954'THIS MARK IS LOCATED 16.6 MILES NORTH OF BEULAH.  IT CAN BE REACHED
 SN0954'FROM THE JUNCTION OF STATE HIGHWAYS 7, 49 AND COUNTY ROUTE 11, ABOUT 2
 SN0954'MILES NORTH OF BEULAH BY GOING NORTH ON COUNTY ROUTE 11 FOR ABOUT 11.1
 SN0954'MILES TO SCHOOL AND CHURCH AT KRONTHALS CROSSROADS, CONTINUE NORTH AND
 SN0954'EAST ON MAIN ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 SN0954'FOLLOW MAIN ROAD NORTH AND WEST FOR 2.0 MILES TO POINT WHERE MAIN ROAD
 SN0954'TURNS RIGHT AND MARK ON RIGHT, IN NORTHEAST ANGLE OF CROSSROADS, 48
 SN0954'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 47 FEET NORTH OF
 SN0954'CENTERLINE OF EAST-WEST ROAD, 13 FEET NORTH OF A CORNER POST, 2 FEET
 SN0954'NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE, AND SET IN THE TOP
 SN0954'OF A CONCRETE POST PROJECTING 4 INCHES.
 SN0954
 SN0954                          STATION RECOVERY (1968)
 SN0954
 SN0954'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0384 ***********************************************************************
 QS0384  DESIGNATION -  D 402
 QS0384  PID         -  QS0384
 QS0384  STATE/COUNTY-  ND/SIOUX
 QS0384  USGS QUAD   -  MAHTO NW (1966)
 QS0384
 QS0384                         *CURRENT SURVEY CONTROL
 QS0384  ___________________________________________________________________
 QS0384* NAD 83(1986)-  45 57 00.     (N)    100 37 38.     (W)     SCALED    
 QS0384* NAVD 88     -       565.755  (meters)    1856.15   (feet)  ADJUSTED  
 QS0384  ___________________________________________________________________
 QS0384  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 QS0384  DYNAMIC HT  -         565.725 (meters)    1856.05  (feet)  COMP
 QS0384  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 QS0384
 QS0384  VERT ORDER  -  FIRST     CLASS II
 QS0384
 QS0384.The horizontal coordinates were scaled from a topographic map and have
 QS0384.an estimated accuracy of +/- 6 seconds.
 QS0384
 QS0384.The orthometric height was determined by differential leveling
 QS0384.and adjusted by the National Geodetic Survey in June 1991..
 QS0384
 QS0384.The geoid height was determined by GEOID03.
 QS0384
 QS0384.The dynamic height is computed by dividing the NAVD 88
 QS0384.geopotential number by the normal gravity value computed on the
 QS0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0384.degrees latitude (g = 980.6199 gals.).
 QS0384
 QS0384.The modeled gravity was interpolated from observed gravity values.
 QS0384
 QS0384;                    North         East    Units  Estimated Accuracy
 QS0384;SPC ND S     -    31,500.      590,140.      MT  (+/- 180 meters Scaled)
 QS0384
 QS0384                          SUPERSEDED SURVEY CONTROL
 QS0384
 QS0384  NGVD 29 (??/??/92)  565.364  (m)         1854.87   (f) ADJ UNCH    1 2
 QS0384
 QS0384.Superseded values are not recommended for survey control.
 QS0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0384.See file dsdata.txt to determine how the superseded data were derived.
 QS0384
 QS0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR738897(NAD 83)
 QS0384_MARKER: DB = BENCH MARK DISK
 QS0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0384_STAMPING: D 402 1949
 QS0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0384+STABILITY: SURFACE MOTION
 QS0384
 QS0384  HISTORY     - Date     Condition        Report By
 QS0384  HISTORY     - 1949     MONUMENTED       CGS
 QS0384  HISTORY     - 1964     GOOD             NGS
 QS0384
 QS0384                          STATION DESCRIPTION
 QS0384
 QS0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0384'10 MI SE FROM FORT YATES.
 QS0384'4.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE JUNCTION OF
 QS0384'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES,
 QS0384'THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD TO A ROAD JUNCTION,
 QS0384'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE
 QS0384'WEST ALONG A GRADED DIRT ROAD, THENCE 4.1 MILES SOUTH ALONG
 QS0384'A GRADED DIRT ROAD, BETWEEN TWO CREEKS, 70 YARDS (PACED) NORTH
 QS0384'OF THE MOST SOUTHERLY PIPE CULVERT, 43 FEET EAST OF THE CENTER
 QS0384'LINE OF THE ROAD, 12 FEET EAST OF A TELEPHONE POLE, 1.4 FEET
 QS0384'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 QS0384'POST WHICH IS SET FLUSH WITH THE GROUND.
 QS0384
 QS0384                          STATION RECOVERY (1964)
 QS0384
 QS0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QS0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0213 ***********************************************************************
 RR0213  DESIGNATION -  D 403
 RR0213  PID         -  RR0213
 RR0213  STATE/COUNTY-  ND/EMMONS
 RR0213  USGS QUAD   -  FORT YATES NE (1968)
 RR0213
 RR0213                         *CURRENT SURVEY CONTROL
 RR0213  ___________________________________________________________________
 RR0213* NAD 83(1986)-  46 07 52.     (N)    100 31 27.     (W)     SCALED    
 RR0213* NAVD 88     -       538.898  (meters)    1768.03   (feet)  ADJUSTED  
 RR0213  ___________________________________________________________________
 RR0213  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RR0213  DYNAMIC HT  -         538.877 (meters)    1767.97  (feet)  COMP
 RR0213  MODELED GRAV-     980,557.7   (mgal)                       NAVD 88
 RR0213
 RR0213  VERT ORDER  -  FIRST     CLASS II
 RR0213
 RR0213.The horizontal coordinates were scaled from a topographic map and have
 RR0213.an estimated accuracy of +/- 6 seconds.
 RR0213
 RR0213.The orthometric height was determined by differential leveling
 RR0213.and adjusted by the National Geodetic Survey in June 1991..
 RR0213
 RR0213.The geoid height was determined by GEOID03.
 RR0213
 RR0213.The dynamic height is computed by dividing the NAVD 88
 RR0213.geopotential number by the normal gravity value computed on the
 RR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0213.degrees latitude (g = 980.6199 gals.).
 RR0213
 RR0213.The modeled gravity was interpolated from observed gravity values.
 RR0213
 RR0213;                    North         East    Units  Estimated Accuracy
 RR0213;SPC ND S     -    51,630.      598,130.      MT  (+/- 180 meters Scaled)
 RR0213
 RR0213                          SUPERSEDED SURVEY CONTROL
 RR0213
 RR0213  NGVD 29 (??/??/92)  538.512  (m)         1766.77   (f) ADJ UNCH    1 2
 RR0213
 RR0213.Superseded values are not recommended for survey control.
 RR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0213.See file dsdata.txt to determine how the superseded data were derived.
 RR0213
 RR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS822097(NAD 83)
 RR0213_MARKER: DB = BENCH MARK DISK
 RR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0213_STAMPING: D 403 1949
 RR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0213+STABILITY: SURFACE MOTION
 RR0213
 RR0213  HISTORY     - Date     Condition        Report By
 RR0213  HISTORY     - 1949     MONUMENTED       CGS
 RR0213  HISTORY     - 1961     GOOD             NGS
 RR0213
 RR0213                          STATION DESCRIPTION
 RR0213
 RR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0213'26.35 MI NW FROM POLLOCK, SD.
 RR0213'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0213'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0213'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0213'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 RR0213'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0213'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILE NORTH ALONG A
 RR0213'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 5.4 MILE
 RR0213'NORTH WEST ALONG A TRAIL ROAD, THENCE 0.3 MILE WEST ALONG A TRAIL
 RR0213'ROAD, THENCE 0.5 MILE NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE WEST
 RR0213'ALONG A TRAIL ROAD, THENCE 4.0 MILES NORTH ALONG A TRAIL ROAD, THENCE
 RR0213'1.0 MILE NORTH ALONG A GRADED DIRT ROAD TO A ROAD JUNCTION, 66 FEET
 RR0213'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 29 FEET SOUTH OF
 RR0213'THE CENTER LINE OF THE ROAD LEADING EAST, 20 FEET EAST OF A FENCE
 RR0213'CORNER POST, 1.0 FOOT NORTH OF A FENCE, 1.2 FEET EAST OF A REFERENCE
 RR0213'POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST. PROJECTING 0.4
 RR0213'FOOT ABOVE THE GROUND. NOTE-- POLLOCK HAS BEEN MOVED ABOUT 0.8 MI
 RR0213'SOUTH.  ORIGINAL SITE IS FLOODED.
 RR0213
 RR0213                          STATION RECOVERY (1961)
 RR0213
 RR0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RR0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0818 ***********************************************************************
 TE0818  DESIGNATION -  D 404 RESET
 TE0818  PID         -  TE0818
 TE0818  STATE/COUNTY-  ND/RAMSEY
 TE0818  USGS QUAD   -  DERRICK SW (1972)
 TE0818
 TE0818                         *CURRENT SURVEY CONTROL
 TE0818  ___________________________________________________________________
 TE0818* NAD 83(1986)-  48 16 53.     (N)    098 39 34.     (W)     SCALED    
 TE0818* NAVD 88     -       449.90   (+/-2cm)    1476.0    (feet)  VERTCON   
 TE0818  ___________________________________________________________________
 TE0818  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE0818
 TE0818  VERT ORDER  -  THIRD (See Below)
 TE0818
 TE0818.The horizontal coordinates were scaled from a topographic map and have
 TE0818.an estimated accuracy of +/- 6 seconds.
 TE0818
 TE0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0818.The vertical order pertains to the NGVD 29 superseded value.
 TE0818
 TE0818.The geoid height was determined by GEOID03.
 TE0818
 TE0818;                    North         East    Units  Estimated Accuracy
 TE0818;SPC ND N     -   144,100.      736,580.      MT  (+/- 180 meters Scaled)
 TE0818
 TE0818                          SUPERSEDED SURVEY CONTROL
 TE0818
 TE0818  NGVD 29 (11/04/04)  449.52   (m)         1474.8    (f) RESET       3  
 TE0818
 TE0818.Superseded values are not recommended for survey control.
 TE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0818.See file dsdata.txt to determine how the superseded data were derived.
 TE0818
 TE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU252476(NAD 83)
 TE0818_MARKER: DB = BENCH MARK DISK
 TE0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0818_STAMPING: D 404 RESET 1972
 TE0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0818+STABILITY: SURFACE MOTION
 TE0818
 TE0818  HISTORY     - Date     Condition        Report By
 TE0818  HISTORY     - 1972     MONUMENTED       NGS
 TE0818
 TE0818                          STATION DESCRIPTION
 TE0818
 TE0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TE0818'9.6 MI N FROM ROHRVILLE.
 TE0818'ABOUT 9.6 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0818'LINE RAILROAD AT ROHRVILLE, IN SEC. 5, R 62W, T 155 N, AT A CROSSROAD
 TE0818'INTERSECTION AND JUNCTION WITH COUNTY ROAD 8, 77 FEET EAST OF THE
 TE0818'CENTER OF COUNTY ROAD 3, 40 FEET SOUTH OF THE EAST-WEST ROAD, 3.0 FEET
 TE0818'WEST OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE MONUMENT
 TE0818'WHICH PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0586 ***********************************************************************
 TE0586  DESIGNATION -  D 405
 TE0586  PID         -  TE0586
 TE0586  STATE/COUNTY-  ND/RAMSEY
 TE0586  USGS QUAD   -  LAKOTA NW (1971)
 TE0586
 TE0586                         *CURRENT SURVEY CONTROL
 TE0586  ___________________________________________________________________
 TE0586* NAD 83(1986)-  48 09 04.     (N)    098 27 08.     (W)     SCALED    
 TE0586* NAVD 88     -       461.002  (meters)    1512.47   (feet)  ADJUSTED  
 TE0586  ___________________________________________________________________
 TE0586  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE0586  DYNAMIC HT  -         461.083 (meters)    1512.74  (feet)  COMP
 TE0586  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 TE0586
 TE0586  VERT ORDER  -  SECOND    CLASS 0
 TE0586
 TE0586.The horizontal coordinates were scaled from a topographic map and have
 TE0586.an estimated accuracy of +/- 6 seconds.
 TE0586
 TE0586.The orthometric height was determined by differential leveling
 TE0586.and adjusted by the National Geodetic Survey in June 1991..
 TE0586
 TE0586.The geoid height was determined by GEOID03.
 TE0586
 TE0586.The dynamic height is computed by dividing the NAVD 88
 TE0586.geopotential number by the normal gravity value computed on the
 TE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0586.degrees latitude (g = 980.6199 gals.).
 TE0586
 TE0586.The modeled gravity was interpolated from observed gravity values.
 TE0586
 TE0586;                    North         East    Units  Estimated Accuracy
 TE0586;SPC ND N     -   130,010.      752,340.      MT  (+/- 180 meters Scaled)
 TE0586
 TE0586                          SUPERSEDED SURVEY CONTROL
 TE0586
 TE0586  NGVD 29 (??/??/92)  460.62   (m)         1511.2    (f) COMPUTED    2 0
 TE0586
 TE0586.Superseded values are not recommended for survey control.
 TE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0586.See file dsdata.txt to determine how the superseded data were derived.
 TE0586
 TE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU407332(NAD 83)
 TE0586_MARKER: DB = BENCH MARK DISK
 TE0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0586_STAMPING: D 405 1963
 TE0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0586+STABILITY: SURFACE MOTION
 TE0586
 TE0586  HISTORY     - Date     Condition        Report By
 TE0586  HISTORY     - 1963     MONUMENTED       CGS
 TE0586
 TE0586                          STATION DESCRIPTION
 TE0586
 TE0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0586'5.1 MI SE FROM SOUTHAM.
 TE0586'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE SOO LINE RAILROAD
 TE0586'STATION AT SOUTHAM, THENCE 4.6 MILES EAST ALONG A GRAVELED ROAD, IN S
 TE0586'23, R 61 W, T 154 N, ABOUT 0.4 MILE WEST OF A GRAVELED ROAD JUNCTION,
 TE0586'ON THE EAST SLOPE OF A RIDGE, AT THE NORTHEAST CORNER OF AN ABANDONED
 TE0586'GRAVEL PIT, 55 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET EAST
 TE0586'OF THE TOP OF THE EAST BANK OF THE GRAVEL PIT, 1.5 FEET EAST OF A
 TE0586'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TE0586'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0226 ***********************************************************************
 TE0226  DESIGNATION -  D 406
 TE0226  PID         -  TE0226
 TE0226  STATE/COUNTY-  ND/CAVALIER
 TE0226  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0226
 TE0226                         *CURRENT SURVEY CONTROL
 TE0226  ___________________________________________________________________
 TE0226* NAD 83(1986)-  48 56 05.     (N)    098 28 28.     (W)     SCALED    
 TE0226* NAVD 88     -       475.049  (meters)    1558.56   (feet)  ADJUSTED  
 TE0226  ___________________________________________________________________
 TE0226  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE0226  DYNAMIC HT  -         475.164 (meters)    1558.93  (feet)  COMP
 TE0226  MODELED GRAV-     980,836.9   (mgal)                       NAVD 88
 TE0226
 TE0226  VERT ORDER  -  SECOND    CLASS 0
 TE0226
 TE0226.The horizontal coordinates were scaled from a topographic map and have
 TE0226.an estimated accuracy of +/- 6 seconds.
 TE0226
 TE0226.The orthometric height was determined by differential leveling
 TE0226.and adjusted by the National Geodetic Survey in June 1991..
 TE0226
 TE0226.The geoid height was determined by GEOID03.
 TE0226
 TE0226.The dynamic height is computed by dividing the NAVD 88
 TE0226.geopotential number by the normal gravity value computed on the
 TE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0226.degrees latitude (g = 980.6199 gals.).
 TE0226
 TE0226.The modeled gravity was interpolated from observed gravity values.
 TE0226
 TE0226;                    North         East    Units  Estimated Accuracy
 TE0226;SPC ND N     -   217,070.      748,400.      MT  (+/- 180 meters Scaled)
 TE0226
 TE0226                          SUPERSEDED SURVEY CONTROL
 TE0226
 TE0226  NGVD 29 (??/??/92)  474.668  (m)         1557.31   (f) ADJ UNCH    2 0
 TE0226
 TE0226.Superseded values are not recommended for survey control.
 TE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0226.See file dsdata.txt to determine how the superseded data were derived.
 TE0226
 TE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384203(NAD 83)
 TE0226_MARKER: DB = BENCH MARK DISK
 TE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0226_STAMPING: D 406 1964
 TE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0226+STABILITY: SURFACE MOTION
 TE0226
 TE0226  HISTORY     - Date     Condition        Report By
 TE0226  HISTORY     - 1964     MONUMENTED       CGS
 TE0226
 TE0226                          STATION DESCRIPTION
 TE0226
 TE0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0226'9.2 MI NE FROM WALES.
 TE0226'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0226'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 3.0 MILES
 TE0226'NORTH ALONG A GRAVELED ROAD, IN S 19, R 60 W, T 163 N, 108 FEET
 TE0226'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 82
 TE0226'FEET EAST OF THE CENTER LINE OF THE ROAD, 74 FEET SOUTH OF THE CENTER
 TE0226'LINE OF THE EAST-WEST ROAD, 7 FEET EAST OF A POWER POLE BRACED BY A
 TE0226'GUY WIRE, 1 FOOT NORTH OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS
 TE0226'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0226'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0163 ***********************************************************************
 TE0163  DESIGNATION -  D 407
 TE0163  PID         -  TE0163
 TE0163  STATE/COUNTY-  ND/CAVALIER
 TE0163  USGS QUAD   -  MAIDA (1967)
 TE0163
 TE0163                         *CURRENT SURVEY CONTROL
 TE0163  ___________________________________________________________________
 TE0163* NAD 83(1986)-  48 56 07.     (N)    098 21 54.     (W)     SCALED    
 TE0163* NAVD 88     -       475.648  (meters)    1560.52   (feet)  ADJUSTED  
 TE0163  ___________________________________________________________________
 TE0163  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 TE0163  DYNAMIC HT  -         475.762 (meters)    1560.90  (feet)  COMP
 TE0163  MODELED GRAV-     980,835.4   (mgal)                       NAVD 88
 TE0163
 TE0163  VERT ORDER  -  SECOND    CLASS 0
 TE0163
 TE0163.The horizontal coordinates were scaled from a topographic map and have
 TE0163.an estimated accuracy of +/- 6 seconds.
 TE0163
 TE0163.The orthometric height was determined by differential leveling
 TE0163.and adjusted by the National Geodetic Survey in June 1991..
 TE0163
 TE0163.The geoid height was determined by GEOID03.
 TE0163
 TE0163.The dynamic height is computed by dividing the NAVD 88
 TE0163.geopotential number by the normal gravity value computed on the
 TE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0163.degrees latitude (g = 980.6199 gals.).
 TE0163
 TE0163.The modeled gravity was interpolated from observed gravity values.
 TE0163
 TE0163;                    North         East    Units  Estimated Accuracy
 TE0163;SPC ND N     -   217,350.      756,410.      MT  (+/- 180 meters Scaled)
 TE0163
 TE0163                          SUPERSEDED SURVEY CONTROL
 TE0163
 TE0163  NGVD 29 (??/??/92)  475.270  (m)         1559.28   (f) ADJ UNCH    2 0
 TE0163
 TE0163.Superseded values are not recommended for survey control.
 TE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0163.See file dsdata.txt to determine how the superseded data were derived.
 TE0163
 TE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV465204(NAD 83)
 TE0163_MARKER: DB = BENCH MARK DISK
 TE0163_SETTING: 80 = SET IN A BOULDER
 TE0163_SP_SET: BOULDER
 TE0163_STAMPING: D 407 1964
 TE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0163+STABILITY: SURFACE MOTION
 TE0163
 TE0163  HISTORY     - Date     Condition        Report By
 TE0163  HISTORY     - 1964     MONUMENTED       CGS
 TE0163
 TE0163                          STATION DESCRIPTION
 TE0163
 TE0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0163'4.5 MI S FROM MAIDA.
 TE0163'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0163'MAIDA, AT THE JUNCTION OF MT. CARMEL ROAD LEADING WEST, IN SECTION 14,
 TE0163'R 60 W, T 163 N, 0.1 MILE SOUTH OF A BRIDGE OVER THE SOUTH PEMBANIA
 TE0163'RIVER, SET ON THE TOP OF A GRANITE BOULDER, 100 FEET WEST OF THE
 TE0163'CENTER LINE OF THE HIGHWAY, 68 FEET NORTH OF THE MT. CARMEL ROAD, 16
 TE0163'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL TELEPHONE EXCHANGE
 TE0163'BUILDING, 3 FEET SOUTHEAST OF A TELEPHONE POLE, 2.6 FEET SOUTH OF A
 TE0163'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 TE0163'BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0901 ***********************************************************************
 TE0901  DESIGNATION -  D 408
 TE0901  PID         -  TE0901
 TE0901  STATE/COUNTY-  ND/CAVALIER
 TE0901  USGS QUAD   -  ALSEN (1970)
 TE0901
 TE0901                         *CURRENT SURVEY CONTROL
 TE0901  ___________________________________________________________________
 TE0901* NAD 83(1986)-  48 37 52.     (N)    098 41 17.     (W)     SCALED    
 TE0901* NAVD 88     -       481.302  (meters)    1579.07   (feet)  ADJUSTED  
 TE0901  ___________________________________________________________________
 TE0901  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 TE0901  DYNAMIC HT  -         481.403 (meters)    1579.40  (feet)  COMP
 TE0901  MODELED GRAV-     980,804.7   (mgal)                       NAVD 88
 TE0901
 TE0901  VERT ORDER  -  SECOND    CLASS 0
 TE0901
 TE0901.The horizontal coordinates were scaled from a topographic map and have
 TE0901.an estimated accuracy of +/- 6 seconds.
 TE0901
 TE0901.The orthometric height was determined by differential leveling
 TE0901.and adjusted by the National Geodetic Survey in June 1991..
 TE0901
 TE0901.The geoid height was determined by GEOID03.
 TE0901
 TE0901.The dynamic height is computed by dividing the NAVD 88
 TE0901.geopotential number by the normal gravity value computed on the
 TE0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0901.degrees latitude (g = 980.6199 gals.).
 TE0901
 TE0901.The modeled gravity was interpolated from observed gravity values.
 TE0901
 TE0901;                    North         East    Units  Estimated Accuracy
 TE0901;SPC ND N     -   182,930.      733,550.      MT  (+/- 180 meters Scaled)
 TE0901
 TE0901                          SUPERSEDED SURVEY CONTROL
 TE0901
 TE0901  NGVD 29 (??/??/92)  480.910  (m)         1577.79   (f) ADJ UNCH    2 0
 TE0901
 TE0901.Superseded values are not recommended for survey control.
 TE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0901.See file dsdata.txt to determine how the superseded data were derived.
 TE0901
 TE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU229864(NAD 83)
 TE0901_MARKER: DB = BENCH MARK DISK
 TE0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0901_STAMPING: D 408 1964
 TE0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0901+STABILITY: SURFACE MOTION
 TE0901
 TE0901  HISTORY     - Date     Condition        Report By
 TE0901  HISTORY     - 1964     MONUMENTED       CGS
 TE0901
 TE0901                          STATION DESCRIPTION
 TE0901
 TE0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0901'0.8 MI E FROM ALSEN.
 TE0901'ABOUT 0.8 MILE EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0901'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT ALSEN,
 TE0901'IN S 31, R 62 W, T 160 N, 3 1/2 RAILS WEST OF A ROAD CROSSING, AT THE
 TE0901'SOUTH EDGE OF A CITY DUMP, 128 FEET NORTH OF THE CENTER LINE OF THE
 TE0901'ROAD, 130 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 41 FEET
 TE0901'NORTH OF THE NORTH RAIL OF THE TRACK, 5 FEET EAST OF A TELEGRAPH POLE,
 TE0901'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 TE0901'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0418 ***********************************************************************
 TD0418  DESIGNATION -  D 409
 TD0418  PID         -  TD0418
 TD0418  STATE/COUNTY-  ND/WALSH
 TD0418  USGS QUAD   -  PARK RIVER (1963)
 TD0418
 TD0418                         *CURRENT SURVEY CONTROL
 TD0418  ___________________________________________________________________
 TD0418* NAD 83(1986)-  48 25 37.     (N)    097 43 52.     (W)     SCALED    
 TD0418* NAVD 88     -       293.788  (meters)     963.87   (feet)  ADJUSTED  
 TD0418  ___________________________________________________________________
 TD0418  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 TD0418  DYNAMIC HT  -         293.855 (meters)     964.09  (feet)  COMP
 TD0418  MODELED GRAV-     980,831.5   (mgal)                       NAVD 88
 TD0418
 TD0418  VERT ORDER  -  SECOND    CLASS 0
 TD0418
 TD0418.The horizontal coordinates were scaled from a topographic map and have
 TD0418.an estimated accuracy of +/- 6 seconds.
 TD0418
 TD0418.The orthometric height was determined by differential leveling
 TD0418.and adjusted by the National Geodetic Survey in June 1991..
 TD0418
 TD0418.The geoid height was determined by GEOID03.
 TD0418
 TD0418.The dynamic height is computed by dividing the NAVD 88
 TD0418.geopotential number by the normal gravity value computed on the
 TD0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0418.degrees latitude (g = 980.6199 gals.).
 TD0418
 TD0418.The modeled gravity was interpolated from observed gravity values.
 TD0418
 TD0418;                    North         East    Units  Estimated Accuracy
 TD0418;SPC ND N     -   162,340.      804,870.      MT  (+/- 180 meters Scaled)
 TD0418
 TD0418                          SUPERSEDED SURVEY CONTROL
 TD0418
 TD0418  NGVD 29 (??/??/92)  293.443  (m)          962.74   (f) ADJ UNCH    2 0
 TD0418
 TD0418.Superseded values are not recommended for survey control.
 TD0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0418.See file dsdata.txt to determine how the superseded data were derived.
 TD0418
 TD0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU938645(NAD 83)
 TD0418_MARKER: DB = BENCH MARK DISK
 TD0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0418_STAMPING: D 409 1964
 TD0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0418+STABILITY: SURFACE MOTION
 TD0418
 TD0418  HISTORY     - Date     Condition        Report By
 TD0418  HISTORY     - 1964     MONUMENTED       CGS
 TD0418
 TD0418                          STATION DESCRIPTION
 TD0418
 TD0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0418'2.9 MI N FROM PARK RIVER.
 TD0418'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0418'STATION AT PARK RIVER, THENCE 2.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0418'12, 75 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 TD0418'LEADING EAST, 58 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 TD0418'SOUTH, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 37
 TD0418'FEET EAST OF THE EAST END OF A 36-INCH PIPE CULVERT UNDER THE ROAD
 TD0418'LEADING SOUTH, 12 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET EAST OF A
 TD0418'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING
 TD0418'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, IN S
 TD0418'15, R 55 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0321 ***********************************************************************
 RQ0321  DESIGNATION -  D 41
 RQ0321  PID         -  RQ0321
 RQ0321  STATE/COUNTY-  ND/MCINTOSH
 RQ0321  USGS QUAD   -  DANZIG (1982)
 RQ0321
 RQ0321                         *CURRENT SURVEY CONTROL
 RQ0321  ___________________________________________________________________
 RQ0321* NAD 83(1986)-  46 11 10.     (N)    099 29 11.     (W)     SCALED    
 RQ0321* NAVD 88     -       625.204  (meters)    2051.19   (feet)  ADJUSTED  
 RQ0321  ___________________________________________________________________
 RQ0321  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RQ0321  DYNAMIC HT  -         625.165 (meters)    2051.06  (feet)  COMP
 RQ0321  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 RQ0321
 RQ0321  VERT ORDER  -  SECOND    CLASS 0
 RQ0321
 RQ0321.The horizontal coordinates were scaled from a topographic map and have
 RQ0321.an estimated accuracy of +/- 6 seconds.
 RQ0321
 RQ0321.The orthometric height was determined by differential leveling
 RQ0321.and adjusted by the National Geodetic Survey in June 1991..
 RQ0321
 RQ0321.The geoid height was determined by GEOID03.
 RQ0321
 RQ0321.The dynamic height is computed by dividing the NAVD 88
 RQ0321.geopotential number by the normal gravity value computed on the
 RQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0321.degrees latitude (g = 980.6199 gals.).
 RQ0321
 RQ0321.The modeled gravity was interpolated from observed gravity values.
 RQ0321
 RQ0321;                    North         East    Units  Estimated Accuracy
 RQ0321;SPC ND S     -    58,250.      678,250.      MT  (+/- 180 meters Scaled)
 RQ0321
 RQ0321                          SUPERSEDED SURVEY CONTROL
 RQ0321
 RQ0321  NGVD 29 (??/??/92)  624.756  (m)         2049.72   (f) ADJ UNCH    2 0
 RQ0321
 RQ0321.Superseded values are not recommended for survey control.
 RQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0321.See file dsdata.txt to determine how the superseded data were derived.
 RQ0321
 RQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS624148(NAD 83)
 RQ0321_MARKER: DB = BENCH MARK DISK
 RQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0321_STAMPING: D 41 1934
 RQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0321+STABILITY: SURFACE MOTION
 RQ0321
 RQ0321  HISTORY     - Date     Condition        Report By
 RQ0321  HISTORY     - 1934     MONUMENTED       CGS
 RQ0321  HISTORY     - 1959     MARK NOT FOUND   NGS
 RQ0321
 RQ0321                          STATION DESCRIPTION
 RQ0321
 RQ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0321'3.1 MI N FROM DANZIG.
 RQ0321'3.1 MILES NORTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0321'RAILWAY FROM THE STATION AT DANZIG, MCINTOSH COUNTY, 13 POLES NORTH OF
 RQ0321'MILEPOST 349, 5 FEET NORTH OF THE FIRST POLE SOUTH OF A PUBLIC-ROAD
 RQ0321'CROSSING, 42 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 8 FEET
 RQ0321'WEST OF A FENCE, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
 RQ0321'DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RQ0321'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0321'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0383 ***********************************************************************
 TD0383  DESIGNATION -  D 410
 TD0383  PID         -  TD0383
 TD0383  STATE/COUNTY-  ND/WALSH
 TD0383  USGS QUAD   -  EDINBURG (1978)
 TD0383
 TD0383                         *CURRENT SURVEY CONTROL
 TD0383  ___________________________________________________________________
 TD0383* NAD 83(1986)-  48 24 59.     (N)    097 45 13.     (W)     SCALED    
 TD0383* NAVD 88     -       310.949  (meters)    1020.17   (feet)  ADJUSTED  
 TD0383  ___________________________________________________________________
 TD0383  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 TD0383  DYNAMIC HT  -         311.020 (meters)    1020.40  (feet)  COMP
 TD0383  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 TD0383
 TD0383  VERT ORDER  -  SECOND    CLASS 0
 TD0383
 TD0383.The horizontal coordinates were scaled from a topographic map and have
 TD0383.an estimated accuracy of +/- 6 seconds.
 TD0383
 TD0383.The orthometric height was determined by differential leveling
 TD0383.and adjusted by the National Geodetic Survey in June 1991..
 TD0383
 TD0383.The geoid height was determined by GEOID03.
 TD0383
 TD0383.The dynamic height is computed by dividing the NAVD 88
 TD0383.geopotential number by the normal gravity value computed on the
 TD0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0383.degrees latitude (g = 980.6199 gals.).
 TD0383
 TD0383.The modeled gravity was interpolated from observed gravity values.
 TD0383
 TD0383;                    North         East    Units  Estimated Accuracy
 TD0383;SPC ND N     -   161,100.      803,240.      MT  (+/- 180 meters Scaled)
 TD0383
 TD0383                          SUPERSEDED SURVEY CONTROL
 TD0383
 TD0383  NGVD 29 (??/??/92)  310.599  (m)         1019.02   (f) ADJ UNCH    2 0
 TD0383
 TD0383.Superseded values are not recommended for survey control.
 TD0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0383.See file dsdata.txt to determine how the superseded data were derived.
 TD0383
 TD0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU922633(NAD 83)
 TD0383_MARKER: DB = BENCH MARK DISK
 TD0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0383_STAMPING: D 410 1964
 TD0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0383+STABILITY: SURFACE MOTION
 TD0383
 TD0383  HISTORY     - Date     Condition        Report By
 TD0383  HISTORY     - 1964     MONUMENTED       CGS
 TD0383
 TD0383                          STATION DESCRIPTION
 TD0383
 TD0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0383'1.8 MI NW FROM PARK RIVER.
 TD0383'ABOUT 1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0383'STATION AT PARK RIVER, IN S 17, R 55 W, T 157 N, 101 FEET WEST OF THE
 TD0383'CENTER OF THE CROSSING OF A NORTH-SOUTH GRAVELED ROAD, 40 1/2 FEET
 TD0383'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET SOUTHEAST OF THE FIRST
 TD0383'TELEGRAPH POLE SOUTHEAST OF MILEPOLE 36 AND IN LINE WITH A ROW OF
 TD0383'POLES, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TD0383'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TD0383'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0436 ***********************************************************************
 TD0436  DESIGNATION -  D 411
 TD0436  PID         -  TD0436
 TD0436  STATE/COUNTY-  ND/WALSH
 TD0436  USGS QUAD   -  EDINBURG NW (1972)
 TD0436
 TD0436                         *CURRENT SURVEY CONTROL
 TD0436  ___________________________________________________________________
 TD0436* NAD 83(1986)-  48 23 53.     (N)    097 59 32.     (W)     SCALED    
 TD0436* NAVD 88     -       452.997  (meters)    1486.21   (feet)  ADJUSTED  
 TD0436  ___________________________________________________________________
 TD0436  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 TD0436  DYNAMIC HT  -         453.086 (meters)    1486.50  (feet)  COMP
 TD0436  MODELED GRAV-     980,792.4   (mgal)                       NAVD 88
 TD0436
 TD0436  VERT ORDER  -  SECOND    CLASS 0
 TD0436
 TD0436.The horizontal coordinates were scaled from a topographic map and have
 TD0436.an estimated accuracy of +/- 6 seconds.
 TD0436
 TD0436.The orthometric height was determined by differential leveling
 TD0436.and adjusted by the National Geodetic Survey in June 1991..
 TD0436
 TD0436.The geoid height was determined by GEOID03.
 TD0436
 TD0436.The dynamic height is computed by dividing the NAVD 88
 TD0436.geopotential number by the normal gravity value computed on the
 TD0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0436.degrees latitude (g = 980.6199 gals.).
 TD0436
 TD0436.The modeled gravity was interpolated from observed gravity values.
 TD0436
 TD0436;                    North         East    Units  Estimated Accuracy
 TD0436;SPC ND N     -   158,460.      785,660.      MT  (+/- 180 meters Scaled)
 TD0436
 TD0436                          SUPERSEDED SURVEY CONTROL
 TD0436
 TD0436  NGVD 29 (??/??/92)  452.621  (m)         1484.97   (f) ADJ UNCH    2 0
 TD0436
 TD0436.Superseded values are not recommended for survey control.
 TD0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0436.See file dsdata.txt to determine how the superseded data were derived.
 TD0436
 TD0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU745610(NAD 83)
 TD0436_MARKER: DB = BENCH MARK DISK
 TD0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0436_STAMPING: D 411 1964
 TD0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0436+STABILITY: SURFACE MOTION
 TD0436
 TD0436  HISTORY     - Date     Condition        Report By
 TD0436  HISTORY     - 1964     MONUMENTED       CGS
 TD0436
 TD0436                          STATION DESCRIPTION
 TD0436
 TD0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0436'4.0 MI E FROM ADAMS.
 TD0436'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0436'SOO LINE RAILROAD, IN S 28, R 57 W, T 157 N, 118 FEET SOUTHWEST OF THE
 TD0436'CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A
 TD0436'GRADED DIRT ROAD LEADING NORTH, 99 FEET SOUTH OF THE CENTER LINE OF
 TD0436'THE HIGHWAY, 58 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 TD0436'SOUTH, 15 1/2 FEET WEST OF A POWER POLE, 12 1/2 FEET WEST OF A FENCE
 TD0436'CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 1.7 FEET EAST OF A METAL
 TD0436'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TD0436'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0047 ***********************************************************************
 TE0047  DESIGNATION -  D 413
 TE0047  PID         -  TE0047
 TE0047  STATE/COUNTY-  ND/CAVALIER
 TE0047  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0047
 TE0047                         *CURRENT SURVEY CONTROL
 TE0047  ___________________________________________________________________
 TE0047* NAD 83(1986)-  48 36 31.     (N)    098 00 33.     (W)     SCALED    
 TE0047* NAVD 88     -       478.388  (meters)    1569.51   (feet)  ADJUSTED  
 TE0047  ___________________________________________________________________
 TE0047  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 TE0047  DYNAMIC HT  -         478.485 (meters)    1569.83  (feet)  COMP
 TE0047  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 TE0047
 TE0047  VERT ORDER  -  SECOND    CLASS 0
 TE0047
 TE0047.The horizontal coordinates were scaled from a topographic map and have
 TE0047.an estimated accuracy of +/- 6 seconds.
 TE0047
 TE0047.The orthometric height was determined by differential leveling
 TE0047.and adjusted by the National Geodetic Survey in June 1991..
 TE0047
 TE0047.The geoid height was determined by GEOID03.
 TE0047
 TE0047.The dynamic height is computed by dividing the NAVD 88
 TE0047.geopotential number by the normal gravity value computed on the
 TE0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0047.degrees latitude (g = 980.6199 gals.).
 TE0047
 TE0047.The modeled gravity was interpolated from observed gravity values.
 TE0047
 TE0047;                    North         East    Units  Estimated Accuracy
 TE0047;SPC ND N     -   181,820.      783,650.      MT  (+/- 180 meters Scaled)
 TE0047
 TE0047                          SUPERSEDED SURVEY CONTROL
 TE0047
 TE0047  NGVD 29 (??/??/92)  478.011  (m)         1568.27   (f) ADJ UNCH    2 0
 TE0047
 TE0047.Superseded values are not recommended for survey control.
 TE0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0047.See file dsdata.txt to determine how the superseded data were derived.
 TE0047
 TE0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU730844(NAD 83)
 TE0047_MARKER: DB = BENCH MARK DISK
 TE0047_SETTING: 80 = SET IN A BOULDER
 TE0047_SP_SET: BOULDER
 TE0047_STAMPING: D 413 1964
 TE0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0047+STABILITY: SURFACE MOTION
 TE0047
 TE0047  HISTORY     - Date     Condition        Report By
 TE0047  HISTORY     - 1964     MONUMENTED       CGS
 TE0047  HISTORY     - 1968     GOOD             DOD
 TE0047
 TE0047                          STATION DESCRIPTION
 TE0047
 TE0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0047'1.95 MI SE FROM MILTON.
 TE0047'ABOUT 1.95 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0047'STATION AT MILTON, IN S 8, R 57 W, T 159 N, 7 1/2 POLES NORTHWEST OF
 TE0047'MILEPOST 54, ABOUT 64 YARDS NORTHWEST OF THE EXTENDED CENTER LINE OF A
 TE0047'ROAD LEADING EAST, 19 FEET NORTHEAST OF THE NORTHEAST RAIL, 69 FEET
 TE0047'SOUTHWEST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 59 FEET
 TE0047'SOUTH OF A TELEGRAPH POLE, SET IN THE TOP OF A GRANITE BOULDER AT THE
 TE0047'FOOT OF THE NORTHEAST EDGE OF A FILL, 1.2 FEET SOUTHWEST OF A METAL
 TE0047'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT
 TE0047'FLUSH WITH THE GROUND.
 TE0047
 TE0047                          STATION RECOVERY (1968)
 TE0047
 TE0047'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0298 ***********************************************************************
 TE0298  DESIGNATION -  D 414
 TE0298  PID         -  TE0298
 TE0298  STATE/COUNTY-  ND/CAVALIER
 TE0298  USGS QUAD   -  NEKOMA (1972)
 TE0298
 TE0298                         *CURRENT SURVEY CONTROL
 TE0298  ___________________________________________________________________
 TE0298* NAD 83(1986)-  48 33 30.     (N)    098 17 45.     (W)     SCALED    
 TE0298* NAVD 88     -       503.384  (meters)    1651.52   (feet)  ADJUSTED  
 TE0298  ___________________________________________________________________
 TE0298  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 TE0298  DYNAMIC HT  -         503.483 (meters)    1651.84  (feet)  COMP
 TE0298  MODELED GRAV-     980,790.8   (mgal)                       NAVD 88
 TE0298
 TE0298  VERT ORDER  -  SECOND    CLASS 0
 TE0298
 TE0298.The horizontal coordinates were scaled from a topographic map and have
 TE0298.an estimated accuracy of +/- 6 seconds.
 TE0298
 TE0298.The orthometric height was determined by differential leveling
 TE0298.and adjusted by the National Geodetic Survey in June 1991..
 TE0298
 TE0298.The geoid height was determined by GEOID03.
 TE0298
 TE0298.The dynamic height is computed by dividing the NAVD 88
 TE0298.geopotential number by the normal gravity value computed on the
 TE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0298.degrees latitude (g = 980.6199 gals.).
 TE0298
 TE0298.The modeled gravity was interpolated from observed gravity values.
 TE0298
 TE0298;                    North         East    Units  Estimated Accuracy
 TE0298;SPC ND N     -   175,590.      762,680.      MT  (+/- 180 meters Scaled)
 TE0298
 TE0298                          SUPERSEDED SURVEY CONTROL
 TE0298
 TE0298  NGVD 29 (??/??/92)  502.998  (m)         1650.25   (f) ADJ UNCH    2 0
 TE0298
 TE0298.Superseded values are not recommended for survey control.
 TE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0298.See file dsdata.txt to determine how the superseded data were derived.
 TE0298
 TE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU519785(NAD 83)
 TE0298_MARKER: DB = BENCH MARK DISK
 TE0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0298_STAMPING: D 414 1964
 TE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0298+STABILITY: SURFACE MOTION
 TE0298
 TE0298  HISTORY     - Date     Condition        Report By
 TE0298  HISTORY     - 1964     MONUMENTED       CGS
 TE0298
 TE0298                          STATION DESCRIPTION
 TE0298
 TE0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0298'8.0 MI NW FROM FAIRDALE.
 TE0298'ABOUT 3.0 MILES WEST ALONG WALSH COUNTY ROAD 9 FROM THE INTERSECTION
 TE0298'OF WALSH COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 5.0 MILES NORTH
 TE0298'ALONG SECTION LINE ROAD, IN S 31, T 159 N, R 59 W, 75 FEET WEST OF THE
 TE0298'CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE
 TE0298'EAST-WEST ROAD, 2 FEET EAST OF A TELEPHONE POLE, 1.6 FEET WEST OF A
 TE0298'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TE0298'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0320 ***********************************************************************
 TE0320  DESIGNATION -  D 415
 TE0320  PID         -  TE0320
 TE0320  STATE/COUNTY-  ND/WALSH
 TE0320  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0320
 TE0320                         *CURRENT SURVEY CONTROL
 TE0320  ___________________________________________________________________
 TE0320* NAD 83(1986)-  48 32 34.     (N)    098 00 59.     (W)     SCALED    
 TE0320* NAVD 88     -       470.495  (meters)    1543.62   (feet)  ADJUSTED  
 TE0320  ___________________________________________________________________
 TE0320  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 TE0320  DYNAMIC HT  -         470.587 (meters)    1543.92  (feet)  COMP
 TE0320  MODELED GRAV-     980,791.6   (mgal)                       NAVD 88
 TE0320
 TE0320  VERT ORDER  -  SECOND    CLASS 0
 TE0320
 TE0320.The horizontal coordinates were scaled from a topographic map and have
 TE0320.an estimated accuracy of +/- 6 seconds.
 TE0320
 TE0320.The orthometric height was determined by differential leveling
 TE0320.and adjusted by the National Geodetic Survey in June 1991..
 TE0320
 TE0320.The geoid height was determined by GEOID03.
 TE0320
 TE0320.The dynamic height is computed by dividing the NAVD 88
 TE0320.geopotential number by the normal gravity value computed on the
 TE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0320.degrees latitude (g = 980.6199 gals.).
 TE0320
 TE0320.The modeled gravity was interpolated from observed gravity values.
 TE0320
 TE0320;                    North         East    Units  Estimated Accuracy
 TE0320;SPC ND N     -   174,490.      783,350.      MT  (+/- 180 meters Scaled)
 TE0320
 TE0320                          SUPERSEDED SURVEY CONTROL
 TE0320
 TE0320  NGVD 29 (??/??/92)  470.115  (m)         1542.37   (f) ADJ UNCH    2 0
 TE0320
 TE0320.Superseded values are not recommended for survey control.
 TE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0320.See file dsdata.txt to determine how the superseded data were derived.
 TE0320
 TE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU726770(NAD 83)
 TE0320_MARKER: DB = BENCH MARK DISK
 TE0320_SETTING: 0 = UNSPECIFIED SETTING
 TE0320_STAMPING: D 415 1964
 TE0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0320
 TE0320  HISTORY     - Date     Condition        Report By
 TE0320  HISTORY     - 1964     MONUMENTED       CGS
 TE0320
 TE0320                          STATION DESCRIPTION
 TE0320
 TE0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0320'8.5 MI NW FROM EDINBURG.
 TE0320'ABOUT 4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0320'STATION AT EDINBURG, THENCE 3.7 MILES WEST ALONG WALSH COUNTY ROAD 1,
 TE0320'IN S 5, T 158 N, R 57 W, ABOUT ON THE WALSH-CAVALIER COUNTY LINE,
 TE0320'ABOUT 0.1 MILE WEST OF THE JUNCTION OF THE MONTROSE SPECIAL ROAD
 TE0320'LEADING TO MILTON, ABOUT 0.15 MILE NORTH OF A FARMHOUSE, 151 FEET
 TE0320'SOUTH OF THE CENTER LINE OF THE ROAD, 49 FEET WEST OF THE CENTER LINE
 TE0320'OF A PRIVATE DRIVEWAY, 36 FEET WEST OF A FENCE, 36.4 FEET WEST OF A
 TE0320'METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVEWAY, ABOUT 4 FEET BELOW
 TE0320'THE LEVEL OF THE ROAD, AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0427 ***********************************************************************
 TD0427  DESIGNATION -  D 416
 TD0427  PID         -  TD0427
 TD0427  STATE/COUNTY-  ND/WALSH
 TD0427  USGS QUAD   -  EDINBURG NW (1972)
 TD0427
 TD0427                         *CURRENT SURVEY CONTROL
 TD0427  ___________________________________________________________________
 TD0427* NAD 83(1986)-  48 28 16.     (N)    097 58 13.     (W)     SCALED    
 TD0427* NAVD 88     -       438.146  (meters)    1437.48   (feet)  ADJUSTED  
 TD0427  ___________________________________________________________________
 TD0427  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 TD0427  DYNAMIC HT  -         438.233 (meters)    1437.77  (feet)  COMP
 TD0427  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TD0427
 TD0427  VERT ORDER  -  SECOND    CLASS 0
 TD0427
 TD0427.The horizontal coordinates were scaled from a topographic map and have
 TD0427.an estimated accuracy of +/- 6 seconds.
 TD0427
 TD0427.The orthometric height was determined by differential leveling
 TD0427.and adjusted by the National Geodetic Survey in June 1991..
 TD0427
 TD0427.The geoid height was determined by GEOID03.
 TD0427
 TD0427.The dynamic height is computed by dividing the NAVD 88
 TD0427.geopotential number by the normal gravity value computed on the
 TD0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0427.degrees latitude (g = 980.6199 gals.).
 TD0427
 TD0427.The modeled gravity was interpolated from observed gravity values.
 TD0427
 TD0427;                    North         East    Units  Estimated Accuracy
 TD0427;SPC ND N     -   166,640.      787,020.      MT  (+/- 180 meters Scaled)
 TD0427
 TD0427                          SUPERSEDED SURVEY CONTROL
 TD0427
 TD0427  NGVD 29 (??/??/92)  437.763  (m)         1436.23   (f) ADJ UNCH    2 0
 TD0427
 TD0427.Superseded values are not recommended for survey control.
 TD0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0427.See file dsdata.txt to determine how the superseded data were derived.
 TD0427
 TD0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU761691(NAD 83)
 TD0427_MARKER: DB = BENCH MARK DISK
 TD0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0427_STAMPING: D 416 1964
 TD0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0427+STABILITY: SURFACE MOTION
 TD0427
 TD0427  HISTORY     - Date     Condition        Report By
 TD0427  HISTORY     - 1964     MONUMENTED       CGS
 TD0427  HISTORY     - 1968     GOOD             USAF
 TD0427
 TD0427                          STATION DESCRIPTION
 TD0427
 TD0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0427'6.6 MI SW FROM EDINBURG.
 TD0427'ABOUT 5.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0427'EDINBURG, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 26,
 TD0427'T 158 N, R 57 W, AT AN INTERSECTION OF GRAVELED ROADS, 42 FEET EAST OF
 TD0427'THE CENTER LINE OF A GRAVELED ROAD, 192 FEET NORTH OF THE CENTER LINE
 TD0427'OF A GRAVELED ROAD, 1 1/2 FEET NORTH OF A POWER POLE, 2.0 FEET SOUTH
 TD0427'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 TD0427'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TD0427
 TD0427                          STATION RECOVERY (1968)
 TD0427
 TD0427'RECOVERY NOTE BY US AIR FORCE 1968
 TD0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0435 ***********************************************************************
 TE0435  DESIGNATION -  D 417
 TE0435  PID         -  TE0435
 TE0435  STATE/COUNTY-  ND/WALSH
 TE0435  USGS QUAD   -  ADAMS (1972)
 TE0435
 TE0435                         *CURRENT SURVEY CONTROL
 TE0435  ___________________________________________________________________
 TE0435* NAD 83(1986)-  48 29 06.     (N)    098 07 20.     (W)     SCALED    
 TE0435* NAVD 88     -       485.257  (meters)    1592.05   (feet)  ADJUSTED  
 TE0435  ___________________________________________________________________
 TE0435  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 TE0435  DYNAMIC HT  -         485.350 (meters)    1592.35  (feet)  COMP
 TE0435  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 TE0435
 TE0435  VERT ORDER  -  SECOND    CLASS 0
 TE0435
 TE0435.The horizontal coordinates were scaled from a topographic map and have
 TE0435.an estimated accuracy of +/- 6 seconds.
 TE0435
 TE0435.The orthometric height was determined by differential leveling
 TE0435.and adjusted by the National Geodetic Survey in June 1991..
 TE0435
 TE0435.The geoid height was determined by GEOID03.
 TE0435
 TE0435.The dynamic height is computed by dividing the NAVD 88
 TE0435.geopotential number by the normal gravity value computed on the
 TE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0435.degrees latitude (g = 980.6199 gals.).
 TE0435
 TE0435.The modeled gravity was interpolated from observed gravity values.
 TE0435
 TE0435;                    North         East    Units  Estimated Accuracy
 TE0435;SPC ND N     -   167,820.      775,740.      MT  (+/- 180 meters Scaled)
 TE0435
 TE0435                          SUPERSEDED SURVEY CONTROL
 TE0435
 TE0435  NGVD 29 (??/??/92)  484.874  (m)         1590.79   (f) ADJ UNCH    2 0
 TE0435
 TE0435.Superseded values are not recommended for survey control.
 TE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0435.See file dsdata.txt to determine how the superseded data were derived.
 TE0435
 TE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU648705(NAD 83)
 TE0435_MARKER: DB = BENCH MARK DISK
 TE0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0435_STAMPING: D 417 1964
 TE0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0435+STABILITY: SURFACE MOTION
 TE0435
 TE0435  HISTORY     - Date     Condition        Report By
 TE0435  HISTORY     - 1964     MONUMENTED       CGS
 TE0435  HISTORY     - 1968     GOOD             DOD
 TE0435
 TE0435                          STATION DESCRIPTION
 TE0435
 TE0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0435'5.0 MI E FROM FAIRDALE.
 TE0435'ABOUT 5.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0435'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 27, T 158 N, R 58 W, 93
 TE0435'FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A
 TE0435'GRAVELED ROAD, 68 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 64
 TE0435'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 36 FEET SOUTHWEST
 TE0435'OF THE WEST END OF A CORRUGATED METAL CULVERT WHICH IS UNDER A FIELD
 TE0435'ROAD LEADING SOUTH, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 TE0435'FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 TE0435'POST PROJECTING 5 INCHES.
 TE0435
 TE0435                          STATION RECOVERY (1968)
 TE0435
 TE0435'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0474 ***********************************************************************
 TD0474  DESIGNATION -  D 418
 TD0474  PID         -  TD0474
 TD0474  STATE/COUNTY-  ND/WALSH
 TD0474  USGS QUAD   -  VESELEYVILLE (1963)
 TD0474
 TD0474                         *CURRENT SURVEY CONTROL
 TD0474  ___________________________________________________________________
 TD0474* NAD 83(1986)-  48 21 16.     (N)    097 37 21.     (W)     SCALED    
 TD0474* NAVD 88     -       275.025  (meters)     902.31   (feet)  ADJUSTED  
 TD0474  ___________________________________________________________________
 TD0474  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 TD0474  DYNAMIC HT  -         275.092 (meters)     902.53  (feet)  COMP
 TD0474  MODELED GRAV-     980,846.6   (mgal)                       NAVD 88
 TD0474
 TD0474  VERT ORDER  -  SECOND    CLASS 0
 TD0474
 TD0474.The horizontal coordinates were scaled from a topographic map and have
 TD0474.an estimated accuracy of +/- 6 seconds.
 TD0474
 TD0474.The orthometric height was determined by differential leveling
 TD0474.and adjusted by the National Geodetic Survey in June 1991..
 TD0474
 TD0474.The geoid height was determined by GEOID03.
 TD0474
 TD0474.The dynamic height is computed by dividing the NAVD 88
 TD0474.geopotential number by the normal gravity value computed on the
 TD0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0474.degrees latitude (g = 980.6199 gals.).
 TD0474
 TD0474.The modeled gravity was interpolated from observed gravity values.
 TD0474
 TD0474;                    North         East    Units  Estimated Accuracy
 TD0474;SPC ND N     -   154,570.      813,200.      MT  (+/- 180 meters Scaled)
 TD0474
 TD0474                          SUPERSEDED SURVEY CONTROL
 TD0474
 TD0474  NGVD 29 (??/??/92)  274.696  (m)          901.23   (f) ADJ UNCH    2 0
 TD0474
 TD0474.Superseded values are not recommended for survey control.
 TD0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0474.See file dsdata.txt to determine how the superseded data were derived.
 TD0474
 TD0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU020566(NAD 83)
 TD0474_MARKER: DB = BENCH MARK DISK
 TD0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0474_STAMPING: D 418 1964
 TD0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0474+STABILITY: SURFACE MOTION
 TD0474
 TD0474  HISTORY     - Date     Condition        Report By
 TD0474  HISTORY     - 1964     MONUMENTED       CGS
 TD0474
 TD0474                          STATION DESCRIPTION
 TD0474
 TD0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0474'6.8 MI NE FROM PISEK.
 TD0474'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0474'THENCE 3.0 MILES NORTH ALONG STATE HIGHWAY 18, OR 4.5 MILES EAST ALONG
 TD0474'STATE HIGHWAY 17 FROM THE CROSSING OF THE GREAT NORTHERN RAILWAY AT
 TD0474'PARK RIVER, THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0
 TD0474'MILE EAST ALONG A GRAVELED ROAD, IN S 6, T 156 N, R 54 W, 140 FEET
 TD0474'NORTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND THE ROAD,
 TD0474'76 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 117 FEET NORTH OF THE
 TD0474'CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A POWER POLE, 1.2 FEET
 TD0474'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TD0474'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0532 ***********************************************************************
 TD0532  DESIGNATION -  D 419
 TD0532  PID         -  TD0532
 TD0532  STATE/COUNTY-  ND/WALSH
 TD0532  USGS QUAD   -  FORDVILLE (1979)
 TD0532
 TD0532                         *CURRENT SURVEY CONTROL
 TD0532  ___________________________________________________________________
 TD0532* NAD 83(1986)-  48 12 59.     (N)    097 47 04.     (W)     SCALED    
 TD0532* NAVD 88     -       347.422  (meters)    1139.83   (feet)  ADJUSTED  
 TD0532  ___________________________________________________________________
 TD0532  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 TD0532  DYNAMIC HT  -         347.494 (meters)    1140.07  (feet)  COMP
 TD0532  MODELED GRAV-     980,808.1   (mgal)                       NAVD 88
 TD0532
 TD0532  VERT ORDER  -  SECOND    CLASS 0
 TD0532
 TD0532.The horizontal coordinates were scaled from a topographic map and have
 TD0532.an estimated accuracy of +/- 6 seconds.
 TD0532
 TD0532.The orthometric height was determined by differential leveling
 TD0532.and adjusted by the National Geodetic Survey in June 1991..
 TD0532
 TD0532.The geoid height was determined by GEOID03.
 TD0532
 TD0532.The dynamic height is computed by dividing the NAVD 88
 TD0532.geopotential number by the normal gravity value computed on the
 TD0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0532.degrees latitude (g = 980.6199 gals.).
 TD0532
 TD0532.The modeled gravity was interpolated from observed gravity values.
 TD0532
 TD0532;                    North         East    Units  Estimated Accuracy
 TD0532;SPC ND N     -   138,800.      801,750.      MT  (+/- 180 meters Scaled)
 TD0532
 TD0532                          SUPERSEDED SURVEY CONTROL
 TD0532
 TD0532  NGVD 29 (??/??/92)  347.071  (m)         1138.68   (f) ADJ UNCH    2 0
 TD0532
 TD0532.Superseded values are not recommended for survey control.
 TD0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0532.See file dsdata.txt to determine how the superseded data were derived.
 TD0532
 TD0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU902410(NAD 83)
 TD0532_MARKER: DB = BENCH MARK DISK
 TD0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0532_STAMPING: D 419 1964
 TD0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0532+STABILITY: SURFACE MOTION
 TD0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0532+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 TD0532
 TD0532  HISTORY     - Date     Condition        Report By
 TD0532  HISTORY     - 1964     MONUMENTED       CGS
 TD0532  HISTORY     - 1983     GOOD             USPSQD
 TD0532  HISTORY     - 20011105 GOOD             NDWC
 TD0532
 TD0532                          STATION DESCRIPTION
 TD0532
 TD0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0532'IN FORDVILLE.
 TD0532'ABOUT 0.3 MILE EAST ALONG COUNTY ROAD 19 FROM THE SOO LINE RAILROAD
 TD0532'STATION AT FORDVILLE, IN S 25, T 155 N, R 56 W, 82 FEET NORTH OF THE
 TD0532'CENTER LINE OF THE ROAD, 138 FEET NORTHEAST ACROSS THE ROAD FROM THE
 TD0532'NORTHEAST CORNER OF A BARN-SHAPED BUILDING, 57 FEET NORTHWEST OF THE
 TD0532'WEST END OF AN 18-INCH PIPE CULVERT UNDER A DRIVE LEADING NORTH TO A
 TD0532'CULTIVATED FIELD, 46 FEET WEST OF THE CENTER LINE OF THE DRIVE, 3 FEET
 TD0532'WEST OF A POWER POLE AND IN LINE WITH A ROW OF POLES TO THE EAST, 1.4
 TD0532'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 TD0532'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TD0532
 TD0532                          STATION RECOVERY (1983)
 TD0532
 TD0532'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0532'RECOVERED IN GOOD CONDITION.
 TD0532
 TD0532                          STATION RECOVERY (2001)
 TD0532
 TD0532'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 TD0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0421 ***********************************************************************
 RQ0421  DESIGNATION -  D 42
 RQ0421  PID         -  RQ0421
 RQ0421  STATE/COUNTY-  ND/LOGAN
 RQ0421  USGS QUAD   -  MC KENNA LAKE NORTH (1980)
 RQ0421
 RQ0421                         *CURRENT SURVEY CONTROL
 RQ0421  ___________________________________________________________________
 RQ0421* NAD 83(1986)-  46 32 26.     (N)    099 52 23.     (W)     SCALED    
 RQ0421* NAVD 88     -       588.385  (meters)    1930.39   (feet)  ADJUSTED  
 RQ0421  ___________________________________________________________________
 RQ0421  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 RQ0421  DYNAMIC HT  -         588.386 (meters)    1930.40  (feet)  COMP
 RQ0421  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 RQ0421
 RQ0421  VERT ORDER  -  SECOND    CLASS 0
 RQ0421
 RQ0421.The horizontal coordinates were scaled from a topographic map and have
 RQ0421.an estimated accuracy of +/- 6 seconds.
 RQ0421
 RQ0421.The orthometric height was determined by differential leveling
 RQ0421.and adjusted by the National Geodetic Survey in June 1991..
 RQ0421
 RQ0421.The geoid height was determined by GEOID03.
 RQ0421
 RQ0421.The dynamic height is computed by dividing the NAVD 88
 RQ0421.geopotential number by the normal gravity value computed on the
 RQ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0421.degrees latitude (g = 980.6199 gals.).
 RQ0421
 RQ0421.The modeled gravity was interpolated from observed gravity values.
 RQ0421
 RQ0421;                    North         East    Units  Estimated Accuracy
 RQ0421;SPC ND S     -    97,330.      648,090.      MT  (+/- 180 meters Scaled)
 RQ0421
 RQ0421                          SUPERSEDED SURVEY CONTROL
 RQ0421
 RQ0421  NGVD 29 (??/??/92)  587.961  (m)         1929.00   (f) ADJ UNCH    2 0
 RQ0421
 RQ0421.Superseded values are not recommended for survey control.
 RQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0421.See file dsdata.txt to determine how the superseded data were derived.
 RQ0421
 RQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS330544(NAD 83)
 RQ0421_MARKER: DB = BENCH MARK DISK
 RQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0421_STAMPING: D 42 1934
 RQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0421+STABILITY: SURFACE MOTION
 RQ0421
 RQ0421  HISTORY     - Date     Condition        Report By
 RQ0421  HISTORY     - 1934     MONUMENTED       CGS
 RQ0421  HISTORY     - 1959     GOOD             NGS
 RQ0421
 RQ0421                          STATION DESCRIPTION
 RQ0421
 RQ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0421'3.8 MI E FROM KINTYRE.
 RQ0421'IN LOGAN COUNTY, ABOUT 3.8 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL
 RQ0421'AND SAULT STE. MARIE RAILWAY FROM THE STATION AT KINTYRE, EMMONS
 RQ0421'COUNTY, ABOUT 15 POLES NORTHWEST OF MILEPOST 368, ABOUT 1 POLE
 RQ0421'SOUTHEAST OF CULVERT X368 P1/2, 45 FEET NORTHEAST OF THE CENTER LINE
 RQ0421'OF THE TRACK, 4 FEET SOUTHEAST OF A POLE AND ABOUT 4 FEET LOWER THAN
 RQ0421'THE TRACK.  A STANDARD DISK, STAMPED D 42 1934 AND SET IN THE TOP OF A
 RQ0421'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0421'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0541 ***********************************************************************
 TE0541  DESIGNATION -  D 420
 TE0541  PID         -  TE0541
 TE0541  STATE/COUNTY-  ND/WALSH
 TE0541  USGS QUAD   -  ADAMS SE (1972)
 TE0541
 TE0541                         *CURRENT SURVEY CONTROL
 TE0541  ___________________________________________________________________
 TE0541* NAD 83(1986)-  48 18 37.     (N)    098 04 35.     (W)     SCALED    
 TE0541* NAVD 88     -       473.012  (meters)    1551.87   (feet)  ADJUSTED  
 TE0541  ___________________________________________________________________
 TE0541  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 TE0541  DYNAMIC HT  -         473.100 (meters)    1552.16  (feet)  COMP
 TE0541  MODELED GRAV-     980,783.0   (mgal)                       NAVD 88
 TE0541
 TE0541  VERT ORDER  -  SECOND    CLASS 0
 TE0541
 TE0541.The horizontal coordinates were scaled from a topographic map and have
 TE0541.an estimated accuracy of +/- 6 seconds.
 TE0541
 TE0541.The orthometric height was determined by differential leveling
 TE0541.and adjusted by the National Geodetic Survey in June 1991..
 TE0541
 TE0541.The geoid height was determined by GEOID03.
 TE0541
 TE0541.The dynamic height is computed by dividing the NAVD 88
 TE0541.geopotential number by the normal gravity value computed on the
 TE0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0541.degrees latitude (g = 980.6199 gals.).
 TE0541
 TE0541.The modeled gravity was interpolated from observed gravity values.
 TE0541
 TE0541;                    North         East    Units  Estimated Accuracy
 TE0541;SPC ND N     -   148,510.      779,740.      MT  (+/- 180 meters Scaled)
 TE0541
 TE0541                          SUPERSEDED SURVEY CONTROL
 TE0541
 TE0541  NGVD 29 (??/??/92)  472.634  (m)         1550.63   (f) ADJ UNCH    2 0
 TE0541
 TE0541.Superseded values are not recommended for survey control.
 TE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0541.See file dsdata.txt to determine how the superseded data were derived.
 TE0541
 TE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU684511(NAD 83)
 TE0541_MARKER: DB = BENCH MARK DISK
 TE0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0541_STAMPING: D 420 1964
 TE0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0541+STABILITY: SURFACE MOTION
 TE0541
 TE0541  HISTORY     - Date     Condition        Report By
 TE0541  HISTORY     - 1964     MONUMENTED       CGS
 TE0541  HISTORY     - 1971     GOOD             NGS
 TE0541
 TE0541                          STATION DESCRIPTION
 TE0541
 TE0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0541'7.1 MI W FROM LANKIN.
 TE0541'ABOUT 7.1 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0541'ELEVATOR AT LANKIN, IN S 27, T 156 N, R 58 W, 90 FEET SOUTHWEST OF THE
 TE0541'CENTER OF THE INTERSECTION OF COUNTY ROAD 16, 79 FEET SOUTH OF THE
 TE0541'CENTER LINE OF COUNTY ROAD 15, 41 FEET WEST OF THE CENTER LINE OF
 TE0541'COUNTY ROAD 16, 42 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1.4 FEET
 TE0541'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF COUNTY
 TE0541'ROAD 16, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0541
 TE0541                          STATION RECOVERY (1971)
 TE0541
 TE0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 TE0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0524 ***********************************************************************
 TD0524  DESIGNATION -  D 421
 TD0524  PID         -  TD0524
 TD0524  STATE/COUNTY-  ND/WALSH
 TD0524  USGS QUAD   -  PISEK (1963)
 TD0524
 TD0524                         *CURRENT SURVEY CONTROL
 TD0524  ___________________________________________________________________
 TD0524* NAD 83(1986)-  48 16 53.     (N)    097 43 49.     (W)     SCALED    
 TD0524* NAVD 88     -       316.901  (meters)    1039.70   (feet)  ADJUSTED  
 TD0524  ___________________________________________________________________
 TD0524  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0524  DYNAMIC HT  -         316.973 (meters)    1039.94  (feet)  COMP
 TD0524  MODELED GRAV-     980,827.0   (mgal)                       NAVD 88
 TD0524
 TD0524  VERT ORDER  -  SECOND    CLASS 0
 TD0524
 TD0524.The horizontal coordinates were scaled from a topographic map and have
 TD0524.an estimated accuracy of +/- 6 seconds.
 TD0524
 TD0524.The orthometric height was determined by differential leveling
 TD0524.and adjusted by the National Geodetic Survey in June 1991..
 TD0524
 TD0524.The geoid height was determined by GEOID03.
 TD0524
 TD0524.The dynamic height is computed by dividing the NAVD 88
 TD0524.geopotential number by the normal gravity value computed on the
 TD0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0524.degrees latitude (g = 980.6199 gals.).
 TD0524
 TD0524.The modeled gravity was interpolated from observed gravity values.
 TD0524
 TD0524;                    North         East    Units  Estimated Accuracy
 TD0524;SPC ND N     -   146,160.      805,510.      MT  (+/- 180 meters Scaled)
 TD0524
 TD0524                          SUPERSEDED SURVEY CONTROL
 TD0524
 TD0524  NGVD 29 (??/??/92)  316.558  (m)         1038.57   (f) ADJ UNCH    2 0
 TD0524
 TD0524.Superseded values are not recommended for survey control.
 TD0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0524.See file dsdata.txt to determine how the superseded data were derived.
 TD0524
 TD0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU941483(NAD 83)
 TD0524_MARKER: DB = BENCH MARK DISK
 TD0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0524_STAMPING: D 421 1964
 TD0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0524+STABILITY: SURFACE MOTION
 TD0524
 TD0524  HISTORY     - Date     Condition        Report By
 TD0524  HISTORY     - 1964     MONUMENTED       CGS
 TD0524
 TD0524                          STATION DESCRIPTION
 TD0524
 TD0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0524'3.2 MI SW FROM PISEK.
 TD0524'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0524'THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, IN S 4, T 155 N, R 55 W,
 TD0524'88 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 TD0524'ROAD, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 74 FEET SOUTH OF
 TD0524'THE CENTER LINE OF THE ROAD LEADING EAST, 1.4 FEET WEST OF A METAL
 TD0524'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 TD0524'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0347 ***********************************************************************
 RQ0347  DESIGNATION -  D 43
 RQ0347  PID         -  RQ0347
 RQ0347  STATE/COUNTY-  ND/LOGAN
 RQ0347  USGS QUAD   -  LEHR (1982)
 RQ0347
 RQ0347                         *CURRENT SURVEY CONTROL
 RQ0347  ___________________________________________________________________
 RQ0347* NAD 83(1986)-  46 17 36.     (N)    099 17 18.     (W)     SCALED    
 RQ0347* NAVD 88     -       622.334  (meters)    2041.77   (feet)  ADJUSTED  
 RQ0347  ___________________________________________________________________
 RQ0347  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 RQ0347  DYNAMIC HT  -         622.303 (meters)    2041.67  (feet)  COMP
 RQ0347  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 RQ0347
 RQ0347  VERT ORDER  -  SECOND    CLASS 0
 RQ0347
 RQ0347.The horizontal coordinates were scaled from a topographic map and have
 RQ0347.an estimated accuracy of +/- 6 seconds.
 RQ0347
 RQ0347.The orthometric height was determined by differential leveling
 RQ0347.and adjusted by the National Geodetic Survey in June 1991..
 RQ0347
 RQ0347.The geoid height was determined by GEOID03.
 RQ0347
 RQ0347.The dynamic height is computed by dividing the NAVD 88
 RQ0347.geopotential number by the normal gravity value computed on the
 RQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0347.degrees latitude (g = 980.6199 gals.).
 RQ0347
 RQ0347.The modeled gravity was interpolated from observed gravity values.
 RQ0347
 RQ0347;                    North         East    Units  Estimated Accuracy
 RQ0347;SPC ND S     -    70,380.      693,360.      MT  (+/- 180 meters Scaled)
 RQ0347
 RQ0347                          SUPERSEDED SURVEY CONTROL
 RQ0347
 RQ0347  NGVD 29 (??/??/92)  621.891  (m)         2040.32   (f) ADJ UNCH    2 0
 RQ0347
 RQ0347.Superseded values are not recommended for survey control.
 RQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0347.See file dsdata.txt to determine how the superseded data were derived.
 RQ0347
 RQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS777266(NAD 83)
 RQ0347_MARKER: DB = BENCH MARK DISK
 RQ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0347_STAMPING: D 43 1934
 RQ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0347+STABILITY: SURFACE MOTION
 RQ0347
 RQ0347  HISTORY     - Date     Condition        Report By
 RQ0347  HISTORY     - 1934     MONUMENTED       CGS
 RQ0347  HISTORY     - 1959     GOOD             NGS
 RQ0347  HISTORY     - 1978     POOR             USGS
 RQ0347
 RQ0347                          STATION DESCRIPTION
 RQ0347
 RQ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0347'3.3 MI E FROM LEHR.
 RQ0347'3.3 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0347'RAILROAD FROM THE STATION AT LEHR, LOGAN COUNTY, 13 POLES WEST OF
 RQ0347'MILEPOST 327, AT A PUBLIC-ROAD CROSSING, 48 FEET SOUTH OF THE
 RQ0347'CENTERLINE OF THE TRACK, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, 2
 RQ0347'FEET NORTH OF A FENCE, AND LEVEL WITH THE RAIL.  NOTE-- THE
 RQ0347'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0347'LINE RAILROAD.
 RQ0347
 RQ0347                          STATION RECOVERY (1978)
 RQ0347
 RQ0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0347'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1083 ***********************************************************************
 SL1083  DESIGNATION -  D 434
 SL1083  PID         -  SL1083
 SL1083  STATE/COUNTY-  ND/STEELE
 SL1083  USGS QUAD   -  FINLEY (1967)
 SL1083
 SL1083                         *CURRENT SURVEY CONTROL
 SL1083  ___________________________________________________________________
 SL1083* NAD 83(1986)-  47 30 51.     (N)    097 51 26.     (W)     SCALED    
 SL1083* NAVD 88     -       461.240  (meters)    1513.25   (feet)  ADJUSTED  
 SL1083  ___________________________________________________________________
 SL1083  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SL1083  DYNAMIC HT  -         461.290 (meters)    1513.42  (feet)  COMP
 SL1083  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SL1083
 SL1083  VERT ORDER  -  SECOND    CLASS 0
 SL1083
 SL1083.The horizontal coordinates were scaled from a topographic map and have
 SL1083.an estimated accuracy of +/- 6 seconds.
 SL1083
 SL1083.The orthometric height was determined by differential leveling
 SL1083.and adjusted by the National Geodetic Survey in June 1991..
 SL1083
 SL1083.The geoid height was determined by GEOID03.
 SL1083
 SL1083.The dynamic height is computed by dividing the NAVD 88
 SL1083.geopotential number by the normal gravity value computed on the
 SL1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1083.degrees latitude (g = 980.6199 gals.).
 SL1083
 SL1083.The modeled gravity was interpolated from observed gravity values.
 SL1083
 SL1083;                    North         East    Units  Estimated Accuracy
 SL1083;SPC ND N     -    60,580.      799,020.      MT  (+/- 180 meters Scaled)
 SL1083
 SL1083                          SUPERSEDED SURVEY CONTROL
 SL1083
 SL1083  NGVD 29 (??/??/92)  460.873  (m)         1512.05   (f) ADJ UNCH    2 0
 SL1083
 SL1083.Superseded values are not recommended for survey control.
 SL1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1083.See file dsdata.txt to determine how the superseded data were derived.
 SL1083
 SL1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT860629(NAD 83)
 SL1083_MARKER: DB = BENCH MARK DISK
 SL1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1083_STAMPING: D 434 1963
 SL1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1083+STABILITY: SURFACE MOTION
 SL1083
 SL1083  HISTORY     - Date     Condition        Report By
 SL1083  HISTORY     - 1963     MONUMENTED       CGS
 SL1083  HISTORY     - 1967     MARK NOT FOUND   USGS
 SL1083
 SL1083                          STATION DESCRIPTION
 SL1083
 SL1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1083'1.0 MI W FROM FINLEY.
 SL1083'ABOUT 1.0 MILE WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 SL1083'FINLEY, IN SECTION 25, T 147 N, R 57 W, 95 FEET NORTHWEST OF THE
 SL1083'CENTER OF THE JUNCTION OF THE GRAVELED ROAD AND A ROAD LEADING NORTH,
 SL1083'80 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET WEST OF THE ROAD
 SL1083'LEADING NORTH, 5 FEET EAST OF A POWER POLE, 2.2 FEET WEST OF A METAL
 SL1083'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SL1083'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- GRASS AND POWER
 SL1083'LINE POLE HAVE BEEN CHANGED RECENTLY.  MARK MAY BE COVERED UP FROM THE
 SL1083'WORK.
 SL1083
 SL1083                          STATION RECOVERY (1967)
 SL1083
 SL1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SL1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0458 ***********************************************************************
 SL0458  DESIGNATION -  D 435
 SL0458  PID         -  SL0458
 SL0458  STATE/COUNTY-  ND/TRAILL
 SL0458  USGS QUAD   -  HATTON SW (1970)
 SL0458
 SL0458                         *CURRENT SURVEY CONTROL
 SL0458  ___________________________________________________________________
 SL0458* NAD 83(1986)-  47 30 03.     (N)    097 24 19.     (W)     SCALED    
 SL0458* NAVD 88     -       296.965  (meters)     974.29   (feet)  ADJUSTED  
 SL0458  ___________________________________________________________________
 SL0458  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 SL0458  DYNAMIC HT  -         297.003 (meters)     974.42  (feet)  COMP
 SL0458  MODELED GRAV-     980,732.6   (mgal)                       NAVD 88
 SL0458
 SL0458  VERT ORDER  -  SECOND    CLASS 0
 SL0458
 SL0458.The horizontal coordinates were scaled from a topographic map and have
 SL0458.an estimated accuracy of +/- 6 seconds.
 SL0458
 SL0458.The orthometric height was determined by differential leveling
 SL0458.and adjusted by the National Geodetic Survey in June 1991..
 SL0458
 SL0458.The geoid height was determined by GEOID03.
 SL0458
 SL0458.The dynamic height is computed by dividing the NAVD 88
 SL0458.geopotential number by the normal gravity value computed on the
 SL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0458.degrees latitude (g = 980.6199 gals.).
 SL0458
 SL0458.The modeled gravity was interpolated from observed gravity values.
 SL0458
 SL0458;                    North         East    Units  Estimated Accuracy
 SL0458;SPC ND N     -    60,370.      833,100.      MT  (+/- 180 meters Scaled)
 SL0458
 SL0458                          SUPERSEDED SURVEY CONTROL
 SL0458
 SL0458  NGVD 29 (??/??/92)  296.624  (m)          973.17   (f) ADJ UNCH    2 0
 SL0458
 SL0458.Superseded values are not recommended for survey control.
 SL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0458.See file dsdata.txt to determine how the superseded data were derived.
 SL0458
 SL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT201620(NAD 83)
 SL0458_MARKER: DB = BENCH MARK DISK
 SL0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0458_SP_SET: CONCRETE BASE
 SL0458_STAMPING: D 435 1964
 SL0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0458
 SL0458  HISTORY     - Date     Condition        Report By
 SL0458  HISTORY     - 1964     MONUMENTED       CGS
 SL0458
 SL0458                          STATION DESCRIPTION
 SL0458
 SL0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0458'1.9 MI W FROM PORTLAND.
 SL0458'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE GREAT
 SL0458'NORTHERN RAILWAY STATION AT PORTLAND, IN SECTION 33, T 147 N, R 53 W,
 SL0458'SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE BASE FOR THE
 SL0458'NORTHEAST GUARD RAIL OF A CONCRETE BRIDGE OVER GOOSE RIVER, 15 FEET
 SL0458'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE
 SL0458'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1267 ***********************************************************************
 TE1267  DESIGNATION -  D 436
 TE1267  PID         -  TE1267
 TE1267  STATE/COUNTY-  ND/BENSON
 TE1267  USGS QUAD   -  LEEDS (1980)
 TE1267
 TE1267                         *CURRENT SURVEY CONTROL
 TE1267  ___________________________________________________________________
 TE1267* NAD 83(1986)-  48 16 51.     (N)    099 26 29.     (W)     SCALED    
 TE1267* NAVD 88     -       457.541  (meters)    1501.12   (feet)  ADJUSTED  
 TE1267  ___________________________________________________________________
 TE1267  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 TE1267  DYNAMIC HT  -         457.622 (meters)    1501.38  (feet)  COMP
 TE1267  MODELED GRAV-     980,774.2   (mgal)                       NAVD 88
 TE1267
 TE1267  VERT ORDER  -  FIRST     CLASS II
 TE1267
 TE1267.The horizontal coordinates were scaled from a topographic map and have
 TE1267.an estimated accuracy of +/- 6 seconds.
 TE1267
 TE1267.The orthometric height was determined by differential leveling
 TE1267.and adjusted by the National Geodetic Survey in June 1991..
 TE1267
 TE1267.The geoid height was determined by GEOID03.
 TE1267
 TE1267.The dynamic height is computed by dividing the NAVD 88
 TE1267.geopotential number by the normal gravity value computed on the
 TE1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1267.degrees latitude (g = 980.6199 gals.).
 TE1267
 TE1267.The modeled gravity was interpolated from observed gravity values.
 TE1267
 TE1267;                    North         East    Units  Estimated Accuracy
 TE1267;SPC ND N     -   142,950.      678,560.      MT  (+/- 180 meters Scaled)
 TE1267
 TE1267                          SUPERSEDED SURVEY CONTROL
 TE1267
 TE1267  NGVD 29 (??/??/92)  457.171  (m)         1499.90   (f) ADJ UNCH    1 2
 TE1267
 TE1267.Superseded values are not recommended for survey control.
 TE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1267.See file dsdata.txt to determine how the superseded data were derived.
 TE1267
 TE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU672476(NAD 83)
 TE1267_MARKER: DB = BENCH MARK DISK
 TE1267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1267_SP_SET: 30 FT
 TE1267_STAMPING: D 436 1964
 TE1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1267
 TE1267  HISTORY     - Date     Condition        Report By
 TE1267  HISTORY     - 1964     MONUMENTED       CGS
 TE1267  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1267
 TE1267                          STATION DESCRIPTION
 TE1267
 TE1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1267'0.7 MI S FROM LEEDS.
 TE1267'ABOUT 0.7 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TE1267'STATION AT LEEDS, OR ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN
 TE1267'RAILWAY FROM THE STATION AT LEEDS, THENCE 0.9 MILE SOUTH ALONG THE
 TE1267'NORTHERN PACIFIC RAILWAY, IN S 6, T 155 N, R 68 W, 9 POLES SOUTH OF
 TE1267'MILEPOST 107, 2 POLES SOUTH OF A ROAD CROSSING, 47 FEET EAST OF THE
 TE1267'EAST RAIL OF THE MAIN TRACK, 30 FEET EAST OF THE EAST RAIL OF A
 TE1267'Y-TRACK, 154 FEET SOUTHEAST OF A SWITCH STAND AT THE NORTH END OF A
 TE1267'Y-JUNCTION OF TRACKS, 4 FEET EAST OF A TELEGRAPH POLE, 1.2 FEET NORTH
 TE1267'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A
 TE1267'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 TE1267'DEPTH OF 30 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 4
 TE1267'INCHES.
 TE1267
 TE1267                          STATION RECOVERY (1982)
 TE1267
 TE1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1267'NOT RECOVERED, RAILROAD TRACKS HAVE BEEN REMOVED, AREA IS NOW
 TE1267'FARMLAND AND WAS NOT ACCESSIBLE AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0182 ***********************************************************************
 TF0182  DESIGNATION -  D 437
 TF0182  PID         -  TF0182
 TF0182  STATE/COUNTY-  ND/MCHENRY
 TF0182  USGS QUAD   -  TOWNER SE (1954)
 TF0182
 TF0182                         *CURRENT SURVEY CONTROL
 TF0182  ___________________________________________________________________
 TF0182* NAD 83(1986)-  48 21 44.     (N)    100 16 53.     (W)     SCALED    
 TF0182* NAVD 88     -       454.807  (meters)    1492.15   (feet)  ADJUSTED  
 TF0182  ___________________________________________________________________
 TF0182  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TF0182  DYNAMIC HT  -         454.900 (meters)    1492.45  (feet)  COMP
 TF0182  MODELED GRAV-     980,801.5   (mgal)                       NAVD 88
 TF0182
 TF0182  VERT ORDER  -  FIRST     CLASS II
 TF0182
 TF0182.The horizontal coordinates were scaled from a topographic map and have
 TF0182.an estimated accuracy of +/- 6 seconds.
 TF0182
 TF0182.The orthometric height was determined by differential leveling
 TF0182.and adjusted by the National Geodetic Survey in June 1991..
 TF0182
 TF0182.The geoid height was determined by GEOID03.
 TF0182
 TF0182.The dynamic height is computed by dividing the NAVD 88
 TF0182.geopotential number by the normal gravity value computed on the
 TF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0182.degrees latitude (g = 980.6199 gals.).
 TF0182
 TF0182.The modeled gravity was interpolated from observed gravity values.
 TF0182
 TF0182;                    North         East    Units  Estimated Accuracy
 TF0182;SPC ND N     -   151,480.      616,200.      MT  (+/- 180 meters Scaled)
 TF0182
 TF0182                          SUPERSEDED SURVEY CONTROL
 TF0182
 TF0182  NGVD 29 (??/??/92)  454.444  (m)         1490.95   (f) ADJ UNCH    1 2
 TF0182
 TF0182.Superseded values are not recommended for survey control.
 TF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0182.See file dsdata.txt to determine how the superseded data were derived.
 TF0182
 TF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU050573(NAD 83)
 TF0182_MARKER: DB = BENCH MARK DISK
 TF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0182_STAMPING: D 437 1964
 TF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0182+STABILITY: SURFACE MOTION
 TF0182
 TF0182  HISTORY     - Date     Condition        Report By
 TF0182  HISTORY     - 1964     MONUMENTED       CGS
 TF0182  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0182
 TF0182                          STATION DESCRIPTION
 TF0182
 TF0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0182'1.6 MI W FROM BERWICK.
 TF0182'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0182'AT BERWICK, IN S 3, T 156 N, R 75 W, 97 FEET SOUTH OF THE SOUTH RAIL,
 TF0182'110 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD LEADING SOUTH, 37
 TF0182'FEET EAST OF A TELEGRAPH POLE, 1 FOOT NORTH OF A FENCE, 1.5 FEET EAST
 TF0182'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 TF0182'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF0182
 TF0182                          STATION RECOVERY (1982)
 TF0182
 TF0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0182'NOT SEARCHED FOR DURING THIS SURVEY, ROADS IMPASSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1385 ***********************************************************************
 TE1385  DESIGNATION -  D 438
 TE1385  PID         -  TE1385
 TE1385  STATE/COUNTY-  ND/PIERCE
 TE1385  USGS QUAD   -  SILVA (1958)
 TE1385
 TE1385                         *CURRENT SURVEY CONTROL
 TE1385  ___________________________________________________________________
 TE1385* NAD 83(1986)-  48 10 11.     (N)    099 59 54.     (W)     SCALED    
 TE1385* NAVD 88     -       472.616  (meters)    1550.57   (feet)  ADJUSTED  
 TE1385  ___________________________________________________________________
 TE1385  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1385  DYNAMIC HT  -         472.704 (meters)    1550.86  (feet)  COMP
 TE1385  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TE1385
 TE1385  VERT ORDER  -  SECOND    CLASS 0
 TE1385
 TE1385.The horizontal coordinates were scaled from a topographic map and have
 TE1385.an estimated accuracy of +/- 6 seconds.
 TE1385
 TE1385.The orthometric height was determined by differential leveling
 TE1385.and adjusted by the National Geodetic Survey in June 1991..
 TE1385
 TE1385.The geoid height was determined by GEOID03.
 TE1385
 TE1385.The dynamic height is computed by dividing the NAVD 88
 TE1385.geopotential number by the normal gravity value computed on the
 TE1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1385.degrees latitude (g = 980.6199 gals.).
 TE1385
 TE1385.The modeled gravity was interpolated from observed gravity values.
 TE1385
 TE1385;                    North         East    Units  Estimated Accuracy
 TE1385;SPC ND N     -   130,170.      637,310.      MT  (+/- 180 meters Scaled)
 TE1385
 TE1385                          SUPERSEDED SURVEY CONTROL
 TE1385
 TE1385  NGVD 29 (??/??/92)  472.259  (m)         1549.40   (f) ADJ UNCH    2 0
 TE1385
 TE1385.Superseded values are not recommended for survey control.
 TE1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1385.See file dsdata.txt to determine how the superseded data were derived.
 TE1385
 TE1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU257356(NAD 83)
 TE1385_MARKER: DB = BENCH MARK DISK
 TE1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1385_STAMPING: D 438 1964
 TE1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1385+STABILITY: SURFACE MOTION
 TE1385
 TE1385  HISTORY     - Date     Condition        Report By
 TE1385  HISTORY     - 1964     MONUMENTED       CGS
 TE1385
 TE1385                          STATION DESCRIPTION
 TE1385
 TE1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1385'2.0 MI E FROM BALTA.
 TE1385'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1385'STATION AT BALTA, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 3, IN
 TE1385'SECTION 12, T 154 N, R 73 W, AT THE CROSSING OF THE HIGHWAY AND THE
 TE1385'RAILROAD 121 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 TE1385'SOUTH OF THE SOUTH RAIL OF THE TRACK, 8 FEET EAST OF A POWER POLE
 TE1385'WHICH IS BRACED WITH 3 GUY WIRES, 1.4 FEET WEST OF A METAL WITNESS
 TE1385'POST, ABOUT 8 FEET BELOW THE LEVEL THE HIGHWAY AND SET IN THE TOP OF A
 TE1385'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0173 ***********************************************************************
 RQ0173  DESIGNATION -  D 44
 RQ0173  PID         -  RQ0173
 RQ0173  STATE/COUNTY-  ND/DICKEY
 RQ0173  USGS QUAD   -  MONANGO NW (1982)
 RQ0173
 RQ0173                         *CURRENT SURVEY CONTROL
 RQ0173  ___________________________________________________________________
 RQ0173* NAD 83(1986)-  46 10 53.     (N)    098 40 28.     (W)     SCALED    
 RQ0173* NAVD 88     -       466.186  (meters)    1529.48   (feet)  ADJUSTED  
 RQ0173  ___________________________________________________________________
 RQ0173  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 RQ0173  DYNAMIC HT  -         466.179 (meters)    1529.46  (feet)  COMP
 RQ0173  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 RQ0173
 RQ0173  VERT ORDER  -  SECOND    CLASS 0
 RQ0173
 RQ0173.The horizontal coordinates were scaled from a topographic map and have
 RQ0173.an estimated accuracy of +/- 6 seconds.
 RQ0173
 RQ0173.The orthometric height was determined by differential leveling
 RQ0173.and adjusted by the National Geodetic Survey in June 1991..
 RQ0173
 RQ0173.The geoid height was determined by GEOID03.
 RQ0173
 RQ0173.The dynamic height is computed by dividing the NAVD 88
 RQ0173.geopotential number by the normal gravity value computed on the
 RQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0173.degrees latitude (g = 980.6199 gals.).
 RQ0173
 RQ0173.The modeled gravity was interpolated from observed gravity values.
 RQ0173
 RQ0173;                    North         East    Units  Estimated Accuracy
 RQ0173;SPC ND S     -    58,850.      740,940.      MT  (+/- 180 meters Scaled)
 RQ0173
 RQ0173                          SUPERSEDED SURVEY CONTROL
 RQ0173
 RQ0173  NGVD 29 (??/??/92)  465.810  (m)         1528.24   (f) ADJ UNCH    2 0
 RQ0173
 RQ0173.Superseded values are not recommended for survey control.
 RQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0173.See file dsdata.txt to determine how the superseded data were derived.
 RQ0173
 RQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS251142(NAD 83)
 RQ0173_MARKER: DB = BENCH MARK DISK
 RQ0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0173_SP_SET: FOUNDATION
 RQ0173_STAMPING: D 44 1934
 RQ0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0173
 RQ0173  HISTORY     - Date     Condition        Report By
 RQ0173  HISTORY     - 1934     MONUMENTED       CGS
 RQ0173
 RQ0173                          STATION DESCRIPTION
 RQ0173
 RQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0173'5.7 MI SW FROM MONANGO.
 RQ0173'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0173'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, DICKEY COUNTY,
 RQ0173'THENCE 4.3 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0173'MARIE RAILROAD.  2/3 POLE WEST OF MILEPOST 293, AT A WATER TANK, IN
 RQ0173'THE CENTER OF THE NORTH SIDE OF THE CONCRETE FOUNDATION UNDER THE
 RQ0173'TANK, MIDWAY BETWEEN THE TWO NORTH LEGS, 24 FEET SOUTH OF THE
 RQ0173'CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  A
 RQ0173'STANDARD DISK, STAMPED D 44 1934.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 RQ0173'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0611 ***********************************************************************
 SL0611  DESIGNATION -  D 441
 SL0611  PID         -  SL0611
 SL0611  STATE/COUNTY-  ND/STEELE
 SL0611  USGS QUAD   -  LUVERNE SE (1967)
 SL0611
 SL0611                         *CURRENT SURVEY CONTROL
 SL0611  ___________________________________________________________________
 SL0611* NAD 83(1986)-  47 21 25.     (N)    097 45 09.     (W)     SCALED    
 SL0611* NAVD 88     -       391.100  (meters)    1283.13   (feet)  ADJUSTED  
 SL0611  ___________________________________________________________________
 SL0611  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 SL0611  DYNAMIC HT  -         391.146 (meters)    1283.28  (feet)  COMP
 SL0611  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 SL0611
 SL0611  VERT ORDER  -  SECOND    CLASS 0
 SL0611
 SL0611.The horizontal coordinates were scaled from a topographic map and have
 SL0611.an estimated accuracy of +/- 6 seconds.
 SL0611
 SL0611.The orthometric height was determined by differential leveling
 SL0611.and adjusted by the National Geodetic Survey in June 1991..
 SL0611
 SL0611.The geoid height was determined by GEOID03.
 SL0611
 SL0611.The dynamic height is computed by dividing the NAVD 88
 SL0611.geopotential number by the normal gravity value computed on the
 SL0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0611.degrees latitude (g = 980.6199 gals.).
 SL0611
 SL0611.The modeled gravity was interpolated from observed gravity values.
 SL0611
 SL0611;                    North         East    Units  Estimated Accuracy
 SL0611;SPC ND N     -    43,390.      807,530.      MT  (+/- 180 meters Scaled)
 SL0611
 SL0611                          SUPERSEDED SURVEY CONTROL
 SL0611
 SL0611  NGVD 29 (??/??/92)  390.752  (m)         1281.99   (f) ADJ UNCH    2 0
 SL0611
 SL0611.Superseded values are not recommended for survey control.
 SL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0611.See file dsdata.txt to determine how the superseded data were derived.
 SL0611
 SL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT942455(NAD 83)
 SL0611_MARKER: DB = BENCH MARK DISK
 SL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0611_STAMPING: D 441 1964
 SL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0611+STABILITY: SURFACE MOTION
 SL0611
 SL0611  HISTORY     - Date     Condition        Report By
 SL0611  HISTORY     - 1964     MONUMENTED       CGS
 SL0611
 SL0611                          STATION DESCRIPTION
 SL0611
 SL0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0611'2.75 MI NW FROM HOPE.
 SL0611'2.75 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0611'AT HOPE, ABOUT 3.4 MILES SOUTHEAST OF THE STATION AT BLABON, IN
 SL0611'SECTION 23, R 56 W, T 145 N, 3 POLES NORTHWEST OF A DIM ROAD CROSSING,
 SL0611'3 POLES SOUTHEAST OF MILEPOLE 42, 46 FEET SOUTHWEST OF THE SOUTHWEST
 SL0611'RAIL, 29 FEET NORTHWEST OF A TURN IN THE RIGHT-OF-WAY FENCE LINE, 5
 SL0611'1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE, 3
 SL0611'FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE TOP OF RAIL,
 SL0611'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 SL0611'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0744 ***********************************************************************
 SL0744  DESIGNATION -  D 442
 SL0744  PID         -  SL0744
 SL0744  STATE/COUNTY-  ND/STEELE
 SL0744  USGS QUAD   -  LUVERNE (1967)
 SL0744
 SL0744                         *CURRENT SURVEY CONTROL
 SL0744  ___________________________________________________________________
 SL0744* NAD 83(1986)-  47 19 32.     (N)    097 52 38.     (W)     SCALED    
 SL0744* NAVD 88     -       441.660  (meters)    1449.01   (feet)  ADJUSTED  
 SL0744  ___________________________________________________________________
 SL0744  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL0744  DYNAMIC HT  -         441.701 (meters)    1449.15  (feet)  COMP
 SL0744  MODELED GRAV-     980,692.2   (mgal)                       NAVD 88
 SL0744
 SL0744  VERT ORDER  -  SECOND    CLASS 0
 SL0744
 SL0744.The horizontal coordinates were scaled from a topographic map and have
 SL0744.an estimated accuracy of +/- 6 seconds.
 SL0744
 SL0744.The orthometric height was determined by differential leveling
 SL0744.and adjusted by the National Geodetic Survey in June 1991..
 SL0744
 SL0744.The geoid height was determined by GEOID03.
 SL0744
 SL0744.The dynamic height is computed by dividing the NAVD 88
 SL0744.geopotential number by the normal gravity value computed on the
 SL0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0744.degrees latitude (g = 980.6199 gals.).
 SL0744
 SL0744.The modeled gravity was interpolated from observed gravity values.
 SL0744
 SL0744;                    North         East    Units  Estimated Accuracy
 SL0744;SPC ND N     -    39,570.      798,230.      MT  (+/- 180 meters Scaled)
 SL0744
 SL0744                          SUPERSEDED SURVEY CONTROL
 SL0744
 SL0744  NGVD 29 (??/??/92)  441.296  (m)         1447.82   (f) ADJ UNCH    2 0
 SL0744
 SL0744.Superseded values are not recommended for survey control.
 SL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0744.See file dsdata.txt to determine how the superseded data were derived.
 SL0744
 SL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT848419(NAD 83)
 SL0744_MARKER: DB = BENCH MARK DISK
 SL0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0744_STAMPING: D 442 1964
 SL0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0744+STABILITY: SURFACE MOTION
 SL0744
 SL0744  HISTORY     - Date     Condition        Report By
 SL0744  HISTORY     - 1964     MONUMENTED       CGS
 SL0744
 SL0744                          STATION DESCRIPTION
 SL0744
 SL0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0744'7.4 MI W FROM HOPE.
 SL0744'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE 7.1
 SL0744'MILES WEST ALONG STATE HIGHWAY 38, NEAR THE NORTHEAST CORNER OF A
 SL0744'LAKE, IN SECTION 3, R 57 W, T 144 N, 352 FEET WEST OF THE CENTER LINE
 SL0744'OF A GRAVELED ROAD LEADING SOUTH, 56 FEET SOUTH OF THE CENTER LINE OF
 SL0744'THE HIGHWAY, 3 FEET NORTHWEST OF A POWER LINE POLE, 21 1/2 FEET WEST
 SL0744'OF A FENCE CORNER, 1.5 FEET NORTH OF A WIRE FENCE, 2.6 FEET EAST OF A
 SL0744'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 SL0744'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 SL0744'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0657 ***********************************************************************
 SL0657  DESIGNATION -  D 443
 SL0657  PID         -  SL0657
 SL0657  STATE/COUNTY-  ND/STEELE
 SL0657  USGS QUAD   -  LUVERNE (1967)
 SL0657
 SL0657                         *CURRENT SURVEY CONTROL
 SL0657  ___________________________________________________________________
 SL0657* NAD 83(1986)-  47 16 11.     (N)    097 56 25.     (W)     SCALED    
 SL0657* NAVD 88     -       436.865  (meters)    1433.28   (feet)  ADJUSTED  
 SL0657  ___________________________________________________________________
 SL0657  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0657  DYNAMIC HT  -         436.901 (meters)    1433.40  (feet)  COMP
 SL0657  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 SL0657
 SL0657  VERT ORDER  -  SECOND    CLASS 0
 SL0657
 SL0657.The horizontal coordinates were scaled from a topographic map and have
 SL0657.an estimated accuracy of +/- 6 seconds.
 SL0657
 SL0657.The orthometric height was determined by differential leveling
 SL0657.and adjusted by the National Geodetic Survey in June 1991..
 SL0657
 SL0657.The geoid height was determined by GEOID03.
 SL0657
 SL0657.The dynamic height is computed by dividing the NAVD 88
 SL0657.geopotential number by the normal gravity value computed on the
 SL0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0657.degrees latitude (g = 980.6199 gals.).
 SL0657
 SL0657.The modeled gravity was interpolated from observed gravity values.
 SL0657
 SL0657;                    North         East    Units  Estimated Accuracy
 SL0657;SPC ND N     -    33,210.      793,670.      MT  (+/- 180 meters Scaled)
 SL0657
 SL0657                          SUPERSEDED SURVEY CONTROL
 SL0657
 SL0657  NGVD 29 (??/??/92)  436.501  (m)         1432.09   (f) ADJ UNCH    2 0
 SL0657
 SL0657.Superseded values are not recommended for survey control.
 SL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0657.See file dsdata.txt to determine how the superseded data were derived.
 SL0657
 SL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT801356(NAD 83)
 SL0657_MARKER: DB = BENCH MARK DISK
 SL0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0657_STAMPING: D 443 1964
 SL0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0657+STABILITY: SURFACE MOTION
 SL0657
 SL0657  HISTORY     - Date     Condition        Report By
 SL0657  HISTORY     - 1964     MONUMENTED       CGS
 SL0657
 SL0657                          STATION DESCRIPTION
 SL0657
 SL0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0657'1.2 MI N FROM LUVERNE.
 SL0657'1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0657'NORTHERN RAILWAY AT LUVERNE, ABOUT 0.55 MILE NORTH OF THE CENTER OF
 SL0657'THE LUVERNE CEMETERY, IN SECTION 19, R 57 W, T 144N, AT A ROAD
 SL0657'INTERSECTION, 139 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0657'INTERSECTION, 76 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SL0657'114 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3 FEET NORTH
 SL0657'OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 SL0657'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 SL0657'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0760 ***********************************************************************
 SL0760  DESIGNATION -  D 444
 SL0760  PID         -  SL0760
 SL0760  STATE/COUNTY-  ND/STEELE
 SL0760  USGS QUAD   -  LUVERNE (1967)
 SL0760
 SL0760                         *CURRENT SURVEY CONTROL
 SL0760  ___________________________________________________________________
 SL0760* NAD 83(1986)-  47 16 10.     (N)    097 52 34.     (W)     SCALED    
 SL0760* NAVD 88     -       430.127  (meters)    1411.17   (feet)  ADJUSTED  
 SL0760  ___________________________________________________________________
 SL0760  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL0760  DYNAMIC HT  -         430.163 (meters)    1411.29  (feet)  COMP
 SL0760  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 SL0760
 SL0760  VERT ORDER  -  SECOND    CLASS 0
 SL0760
 SL0760.The horizontal coordinates were scaled from a topographic map and have
 SL0760.an estimated accuracy of +/- 6 seconds.
 SL0760
 SL0760.The orthometric height was determined by differential leveling
 SL0760.and adjusted by the National Geodetic Survey in June 1991..
 SL0760
 SL0760.The geoid height was determined by GEOID03.
 SL0760
 SL0760.The dynamic height is computed by dividing the NAVD 88
 SL0760.geopotential number by the normal gravity value computed on the
 SL0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0760.degrees latitude (g = 980.6199 gals.).
 SL0760
 SL0760.The modeled gravity was interpolated from observed gravity values.
 SL0760
 SL0760;                    North         East    Units  Estimated Accuracy
 SL0760;SPC ND N     -    33,340.      798,530.      MT  (+/- 180 meters Scaled)
 SL0760
 SL0760                          SUPERSEDED SURVEY CONTROL
 SL0760
 SL0760  NGVD 29 (??/??/92)  429.763  (m)         1409.98   (f) ADJ UNCH    2 0
 SL0760
 SL0760.Superseded values are not recommended for survey control.
 SL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0760.See file dsdata.txt to determine how the superseded data were derived.
 SL0760
 SL0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT850357(NAD 83)
 SL0760_MARKER: DB = BENCH MARK DISK
 SL0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0760_STAMPING: D 444 1964
 SL0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0760+STABILITY: SURFACE MOTION
 SL0760
 SL0760  HISTORY     - Date     Condition        Report By
 SL0760  HISTORY     - 1964     MONUMENTED       CGS
 SL0760
 SL0760                          STATION DESCRIPTION
 SL0760
 SL0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0760'4.2 MI NE FROM LUVERNE.
 SL0760'1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0760'NORTHERN RAILWAY AT LUVERNE, THENCE 3.0 MILES EAST ALONG A GRAVELELD
 SL0760'ROAD, NEAR THE JUNCTION OF A ROAD LEADING NORTH, IN SECTION 22, R 57
 SL0760'W, T 144 N, NEAR A THICKET, 89 FEET NORTH OF THE CENTER LINE OF THE
 SL0760'EAST-WEST ROAD, 61 FEET NORTHEAST OF A POWER LINE POLE, 1 1/2 FEET
 SL0760'EAST OF A FENCE LINE, 2.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SL0760'LEVEL WITH THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST
 SL0760'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0187 ***********************************************************************
 TE0187  DESIGNATION -  D 445
 TE0187  PID         -  TE0187
 TE0187  STATE/COUNTY-  ND/CAVALIER
 TE0187  USGS QUAD   -  MAIDA (1967)
 TE0187
 TE0187                         *CURRENT SURVEY CONTROL
 TE0187  ___________________________________________________________________
 TE0187* NAD 83(1986)-  48 58 44.     (N)    098 16 40.     (W)     SCALED    
 TE0187* NAVD 88     -       472.919  (meters)    1551.57   (feet)  ADJUSTED  
 TE0187  ___________________________________________________________________
 TE0187  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0187  DYNAMIC HT  -         473.041 (meters)    1551.97  (feet)  COMP
 TE0187  MODELED GRAV-     980,852.7   (mgal)                       NAVD 88
 TE0187
 TE0187  VERT ORDER  -  SECOND    CLASS 0
 TE0187
 TE0187.The horizontal coordinates were scaled from a topographic map and have
 TE0187.an estimated accuracy of +/- 6 seconds.
 TE0187
 TE0187.The orthometric height was determined by differential leveling
 TE0187.and adjusted by the National Geodetic Survey in June 1991..
 TE0187
 TE0187.The geoid height was determined by GEOID03.
 TE0187
 TE0187.The dynamic height is computed by dividing the NAVD 88
 TE0187.geopotential number by the normal gravity value computed on the
 TE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0187.degrees latitude (g = 980.6199 gals.).
 TE0187
 TE0187.The modeled gravity was interpolated from observed gravity values.
 TE0187
 TE0187;                    North         East    Units  Estimated Accuracy
 TE0187;SPC ND N     -   222,380.      762,660.      MT  (+/- 180 meters Scaled)
 TE0187
 TE0187                          SUPERSEDED SURVEY CONTROL
 TE0187
 TE0187  NGVD 29 (??/??/92)  472.559  (m)         1550.39   (f) ADJ UNCH    2 0
 TE0187
 TE0187.Superseded values are not recommended for survey control.
 TE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0187.See file dsdata.txt to determine how the superseded data were derived.
 TE0187
 TE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV528253(NAD 83)
 TE0187_MARKER: DB = BENCH MARK DISK
 TE0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0187_STAMPING: D 445 1964
 TE0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0187+STABILITY: SURFACE MOTION
 TE0187
 TE0187  HISTORY     - Date     Condition        Report By
 TE0187  HISTORY     - 1964     MONUMENTED       CGS
 TE0187  HISTORY     - 1968     GOOD             DOD
 TE0187
 TE0187                          STATION DESCRIPTION
 TE0187
 TE0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0187'5.4 MI SE FROM MAIDA.
 TE0187'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0187'MAIDA, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TE0187'SOUTH ALONG A GRAVELED ROAD, AT A ROAD JUNCTION, 47 FEET NORTH OF THE
 TE0187'CENTER LINE OF THE EAST-WEST ROAD, IN SECTION 33, R 59 W, T 164 N, 61
 TE0187'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION, 38 FEET WEST
 TE0187'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 5 1/2 FEET NORTH OF A
 TE0187'TELEPHONE POLE, 2.6 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW
 TE0187'THE LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 TE0187'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0187
 TE0187                          STATION RECOVERY (1968)
 TE0187
 TE0187'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0593 ***********************************************************************
 RP0593  DESIGNATION -  D 446
 RP0593  PID         -  RP0593
 RP0593  STATE/COUNTY-  ND/BARNES
 RP0593  USGS QUAD   -  TOWER CITY (1967)
 RP0593
 RP0593                         *CURRENT SURVEY CONTROL
 RP0593  ___________________________________________________________________
 RP0593* NAD 83(1986)-  46 55 39.     (N)    097 42 11.     (W)     SCALED    
 RP0593* NAVD 88     -       360.274  (meters)    1182.00   (feet)  ADJUSTED  
 RP0593  ___________________________________________________________________
 RP0593  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 RP0593  DYNAMIC HT  -         360.305 (meters)    1182.10  (feet)  COMP
 RP0593  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 RP0593
 RP0593  VERT ORDER  -  FIRST     CLASS II
 RP0593
 RP0593.The horizontal coordinates were scaled from a topographic map and have
 RP0593.an estimated accuracy of +/- 6 seconds.
 RP0593
 RP0593.The orthometric height was determined by differential leveling
 RP0593.and adjusted by the National Geodetic Survey in June 1991..
 RP0593
 RP0593.The geoid height was determined by GEOID03.
 RP0593
 RP0593.The dynamic height is computed by dividing the NAVD 88
 RP0593.geopotential number by the normal gravity value computed on the
 RP0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0593.degrees latitude (g = 980.6199 gals.).
 RP0593
 RP0593.The modeled gravity was interpolated from observed gravity values.
 RP0593
 RP0593;                    North         East    Units  Estimated Accuracy
 RP0593;SPC ND S     -   143,940.      812,950.      MT  (+/- 180 meters Scaled)
 RP0593
 RP0593                          SUPERSEDED SURVEY CONTROL
 RP0593
 RP0593  NGVD 29 (??/??/92)  359.924  (m)         1180.85   (f) ADJ UNCH    1 2
 RP0593
 RP0593.Superseded values are not recommended for survey control.
 RP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0593.See file dsdata.txt to determine how the superseded data were derived.
 RP0593
 RP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS987979(NAD 83)
 RP0593_MARKER: DB = BENCH MARK DISK
 RP0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0593_STAMPING: D 446 1964
 RP0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0593+STABILITY: SURFACE MOTION
 RP0593
 RP0593  HISTORY     - Date     Condition        Report By
 RP0593  HISTORY     - 1964     MONUMENTED       CGS
 RP0593  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0593
 RP0593                          STATION DESCRIPTION
 RP0593
 RP0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0593'1.35 MI W FROM TOWER CITY.
 RP0593'ABOUT 1.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0593'STATION AT TOWER CITY, IN SECTION 23, R 56 W, T 140 N, ABOUT 110 YARDS
 RP0593'WEST OF MILEPOST 51, AT A ROAD CROSSING, IN LINE WITH A ROW OF
 RP0593'TELEPHONE POLES, 50 FEET NORTH OF THE NORTH RAIL, 169 1/2 FEET
 RP0593'NORTHWEST OF THE APPROXIMATE CENTER OF THE CROSSING, 4 1/2 FEET EAST
 RP0593'OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A METAL WITNESS POST, 4 FEET
 RP0593'BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST
 RP0593'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0593
 RP0593                          STATION RECOVERY (1982)
 RP0593
 RP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0593'NOT RECOVERED, INACCESSIBLE FIELD ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0574 ***********************************************************************
 SL0574  DESIGNATION -  D 447
 SL0574  PID         -  SL0574
 SL0574  STATE/COUNTY-  ND/CASS
 SL0574  USGS QUAD   -  PAGE SE (1967)
 SL0574
 SL0574                         *CURRENT SURVEY CONTROL
 SL0574  ___________________________________________________________________
 SL0574* NAD 83(1986)-  47 01 17.     (N)    097 33 29.     (W)     SCALED    
 SL0574* NAVD 88     -       368.088  (meters)    1207.64   (feet)  ADJUSTED  
 SL0574  ___________________________________________________________________
 SL0574  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL0574  DYNAMIC HT  -         368.120 (meters)    1207.74  (feet)  COMP
 SL0574  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SL0574
 SL0574  VERT ORDER  -  SECOND    CLASS 0
 SL0574
 SL0574.The horizontal coordinates were scaled from a topographic map and have
 SL0574.an estimated accuracy of +/- 6 seconds.
 SL0574
 SL0574.The orthometric height was determined by differential leveling
 SL0574.and adjusted by the National Geodetic Survey in June 1991..
 SL0574
 SL0574.The geoid height was determined by GEOID03.
 SL0574
 SL0574.The dynamic height is computed by dividing the NAVD 88
 SL0574.geopotential number by the normal gravity value computed on the
 SL0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0574.degrees latitude (g = 980.6199 gals.).
 SL0574
 SL0574.The modeled gravity was interpolated from observed gravity values.
 SL0574
 SL0574;                    North         East    Units  Estimated Accuracy
 SL0574;SPC ND S     -   154,780.      823,600.      MT  (+/- 180 meters Scaled)
 SL0574
 SL0574                          SUPERSEDED SURVEY CONTROL
 SL0574
 SL0574  NGVD 29 (??/??/92)  367.736  (m)         1206.48   (f) ADJ UNCH    2 0
 SL0574
 SL0574.Superseded values are not recommended for survey control.
 SL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0574.See file dsdata.txt to determine how the superseded data were derived.
 SL0574
 SL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT095085(NAD 83)
 SL0574_MARKER: DB = BENCH MARK DISK
 SL0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0574_STAMPING: D 447 1964
 SL0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0574+STABILITY: SURFACE MOTION
 SL0574
 SL0574  HISTORY     - Date     Condition        Report By
 SL0574  HISTORY     - 1964     MONUMENTED       CGS
 SL0574
 SL0574                          STATION DESCRIPTION
 SL0574
 SL0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0574'7.0 MI N FROM BUFFALO.
 SL0574'7.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0574'NORTHERN PACIFIC RAILWAY AT BUFFALO, IN SECTION 19, R 54 W, T 141 N,
 SL0574'AT A ROAD INTERSECTION, 105 FEET WEST OF THE CENTER LINE OF THE
 SL0574'HIGHWAY, 44 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 116
 SL0574'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 2 1/2
 SL0574'FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF A METAL WITNESS POST, 3
 SL0574'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SL0574'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0773 ***********************************************************************
 SL0773  DESIGNATION -  D 448
 SL0773  PID         -  SL0773
 SL0773  STATE/COUNTY-  ND/CASS
 SL0773  USGS QUAD   -  COLGATE (1967)
 SL0773
 SL0773                         *CURRENT SURVEY CONTROL
 SL0773  ___________________________________________________________________
 SL0773* NAD 83(1986)-  47 11 56.     (N)    097 41 05.     (W)     SCALED    
 SL0773* NAVD 88     -       355.605  (meters)    1166.68   (feet)  ADJUSTED  
 SL0773  ___________________________________________________________________
 SL0773  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL0773  DYNAMIC HT  -         355.645 (meters)    1166.81  (feet)  COMP
 SL0773  MODELED GRAV-     980,716.3   (mgal)                       NAVD 88
 SL0773
 SL0773  VERT ORDER  -  SECOND    CLASS 0
 SL0773
 SL0773.The horizontal coordinates were scaled from a topographic map and have
 SL0773.an estimated accuracy of +/- 6 seconds.
 SL0773
 SL0773.The orthometric height was determined by differential leveling
 SL0773.and adjusted by the National Geodetic Survey in June 1991..
 SL0773
 SL0773.The geoid height was determined by GEOID03.
 SL0773
 SL0773.The dynamic height is computed by dividing the NAVD 88
 SL0773.geopotential number by the normal gravity value computed on the
 SL0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0773.degrees latitude (g = 980.6199 gals.).
 SL0773
 SL0773.The modeled gravity was interpolated from observed gravity values.
 SL0773
 SL0773;                    North         East    Units  Estimated Accuracy
 SL0773;SPC ND S     -   174,140.      813,270.      MT  (+/- 180 meters Scaled)
 SL0773
 SL0773                          SUPERSEDED SURVEY CONTROL
 SL0773
 SL0773  NGVD 29 (??/??/92)  355.263  (m)         1165.56   (f) ADJ UNCH    2 0
 SL0773
 SL0773.Superseded values are not recommended for survey control.
 SL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0773.See file dsdata.txt to determine how the superseded data were derived.
 SL0773
 SL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT996281(NAD 83)
 SL0773_MARKER: DB = BENCH MARK DISK
 SL0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0773_STAMPING: D 448 1964
 SL0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0773+STABILITY: SURFACE MOTION
 SL0773
 SL0773  HISTORY     - Date     Condition        Report By
 SL0773  HISTORY     - 1964     MONUMENTED       CGS
 SL0773
 SL0773                          STATION DESCRIPTION
 SL0773
 SL0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0773'5.95 MI SE FROM PILLSBURY.
 SL0773'0.75 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0773'GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 5.0 MILES EAST ALONG A
 SL0773'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A ROAD, IN LINE WITH A ROW
 SL0773'OF TELEPHONE POLES, IN SECTION 17, R 55 W, T 143 N, 74 FEET EAST OF
 SL0773'THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 1 1/2
 SL0773'FEET NORTH OF A STEEL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE ROAD
 SL0773'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 SL0773'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0673 ***********************************************************************
 SL0673  DESIGNATION -  D 449
 SL0673  PID         -  SL0673
 SL0673  STATE/COUNTY-  ND/BARNES
 SL0673  USGS QUAD   -  SIBLEY (1967)
 SL0673
 SL0673                         *CURRENT SURVEY CONTROL
 SL0673  ___________________________________________________________________
 SL0673* NAD 83(1986)-  47 09 10.     (N)    097 53 48.     (W)     SCALED    
 SL0673* NAVD 88     -       440.734  (meters)    1445.97   (feet)  ADJUSTED  
 SL0673  ___________________________________________________________________
 SL0673  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0673  DYNAMIC HT  -         440.767 (meters)    1446.08  (feet)  COMP
 SL0673  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 SL0673
 SL0673  VERT ORDER  -  SECOND    CLASS 0
 SL0673
 SL0673.The horizontal coordinates were scaled from a topographic map and have
 SL0673.an estimated accuracy of +/- 6 seconds.
 SL0673
 SL0673.The orthometric height was determined by differential leveling
 SL0673.and adjusted by the National Geodetic Survey in June 1991..
 SL0673
 SL0673.The geoid height was determined by GEOID03.
 SL0673
 SL0673.The dynamic height is computed by dividing the NAVD 88
 SL0673.geopotential number by the normal gravity value computed on the
 SL0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0673.degrees latitude (g = 980.6199 gals.).
 SL0673
 SL0673.The modeled gravity was interpolated from observed gravity values.
 SL0673
 SL0673;                    North         East    Units  Estimated Accuracy
 SL0673;SPC ND S     -   168,470.      797,390.      MT  (+/- 180 meters Scaled)
 SL0673
 SL0673                          SUPERSEDED SURVEY CONTROL
 SL0673
 SL0673  NGVD 29 (??/??/92)  440.372  (m)         1444.79   (f) ADJ UNCH    2 0
 SL0673
 SL0673.Superseded values are not recommended for survey control.
 SL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0673.See file dsdata.txt to determine how the superseded data were derived.
 SL0673
 SL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT836227(NAD 83)
 SL0673_MARKER: DB = BENCH MARK DISK
 SL0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0673_STAMPING: D 449 1964
 SL0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0673+STABILITY: SURFACE MOTION
 SL0673
 SL0673  HISTORY     - Date     Condition        Report By
 SL0673  HISTORY     - 1964     MONUMENTED       CGS
 SL0673
 SL0673                          STATION DESCRIPTION
 SL0673
 SL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0673'20.15 MI NW FROM ORISKA.
 SL0673'7.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0673'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE ABOUT 5.0 MILES WEST ALONG
 SL0673'A GRAVEL ROAD, THENCE ABOUT 8.0 MILES NORTH ALONG A GRAVEL ROAD, IN
 SL0673'SECTION 3, R 57 W, T 142 N, AT THE INTERSECTION OF AN EAST-WEST
 SL0673'GRAVELED ROAD, 43 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 SL0673'59 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 76 FEET
 SL0673'SOUTHEAST OF THE CENTER OF THE JUNCTION, 11 1/2 FEET SOUTHEAST OF A
 SL0673'TELEPHONE POLE, 1.8 FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE
 SL0673'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0674 ***********************************************************************
 SL0674  DESIGNATION -  D 449 RESET
 SL0674  PID         -  SL0674
 SL0674  STATE/COUNTY-  ND/BARNES
 SL0674  USGS QUAD   -  SIBLEY (1967)
 SL0674
 SL0674                         *CURRENT SURVEY CONTROL
 SL0674  ___________________________________________________________________
 SL0674* NAD 83(1986)-  47 09 10.     (N)    097 53 48.     (W)     SCALED    
 SL0674* NAVD 88     -       440.35   (+/-2cm)    1444.7    (feet)  VERTCON   
 SL0674  ___________________________________________________________________
 SL0674  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0674
 SL0674  VERT ORDER  -  THIRD (See Below)
 SL0674
 SL0674.The horizontal coordinates were scaled from a topographic map and have
 SL0674.an estimated accuracy of +/- 6 seconds.
 SL0674
 SL0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0674.The vertical order pertains to the NGVD 29 superseded value.
 SL0674
 SL0674.The geoid height was determined by GEOID03.
 SL0674
 SL0674;                    North         East    Units  Estimated Accuracy
 SL0674;SPC ND S     -   168,470.      797,390.      MT  (+/- 180 meters Scaled)
 SL0674
 SL0674                          SUPERSEDED SURVEY CONTROL
 SL0674
 SL0674  NGVD 29 (11/04/04)  439.98   (m)         1443.5    (f) RESET       3  
 SL0674
 SL0674.Superseded values are not recommended for survey control.
 SL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0674.See file dsdata.txt to determine how the superseded data were derived.
 SL0674
 SL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT836227(NAD 83)
 SL0674_MARKER: DB = BENCH MARK DISK
 SL0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0674_STAMPING: D 449 RESET 1966
 SL0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0674+STABILITY: SURFACE MOTION
 SL0674
 SL0674  HISTORY     - Date     Condition        Report By
 SL0674  HISTORY     - 1966     MONUMENTED       LOCENG
 SL0674
 SL0674                          STATION DESCRIPTION
 SL0674
 SL0674'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SL0674'20.15 MI NW FROM ORISKA.
 SL0674'ABOUT 7.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0674'NORTHERN PACIFIC RAILWAY AT ORISKA, THENCE 5 MILES WEST ALONG A GRAVEL
 SL0674'ROAD, THENCE 8 MILES NORTH ALONG A GRAVEL ROAD, IN SECTION 3, R 57 W,
 SL0674'T 142 N, AT THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD, 105 FEET
 SL0674'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 74.5 FEET EAST OF THE
 SL0674'CENTERLINE OF THE NORTH-SOUTH ROAD AND SET IN THE TOP OF A CONCRETE
 SL0674'POST PROJECTING 0.4 FOOT AND ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0047 ***********************************************************************
 RQ0047  DESIGNATION -  D 45
 RQ0047  PID         -  RQ0047
 RQ0047  STATE/COUNTY-  ND/LA MOURE
 RQ0047  USGS QUAD   -  MARION (1970)
 RQ0047
 RQ0047                         *CURRENT SURVEY CONTROL
 RQ0047  ___________________________________________________________________
 RQ0047* NAD 83(1986)-  46 36 30.     (N)    098 19 58.     (W)     SCALED    
 RQ0047* NAVD 88     -       445.450  (meters)    1461.45   (feet)  ADJUSTED  
 RQ0047  ___________________________________________________________________
 RQ0047  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 RQ0047  DYNAMIC HT  -         445.456 (meters)    1461.47  (feet)  COMP
 RQ0047  MODELED GRAV-     980,615.4   (mgal)                       NAVD 88
 RQ0047
 RQ0047  VERT ORDER  -  SECOND    CLASS 0
 RQ0047
 RQ0047.The horizontal coordinates were scaled from a topographic map and have
 RQ0047.an estimated accuracy of +/- 6 seconds.
 RQ0047
 RQ0047.The orthometric height was determined by differential leveling
 RQ0047.and adjusted by the National Geodetic Survey in June 1991..
 RQ0047
 RQ0047.The geoid height was determined by GEOID03.
 RQ0047
 RQ0047.The dynamic height is computed by dividing the NAVD 88
 RQ0047.geopotential number by the normal gravity value computed on the
 RQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0047.degrees latitude (g = 980.6199 gals.).
 RQ0047
 RQ0047.The modeled gravity was interpolated from observed gravity values.
 RQ0047
 RQ0047;                    North         East    Units  Estimated Accuracy
 RQ0047;SPC ND S     -   106,960.      766,000.      MT  (+/- 180 meters Scaled)
 RQ0047
 RQ0047                          SUPERSEDED SURVEY CONTROL
 RQ0047
 RQ0047  NGVD 29 (??/??/92)  445.070  (m)         1460.20   (f) ADJ UNCH    2 0
 RQ0047
 RQ0047.Superseded values are not recommended for survey control.
 RQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0047.See file dsdata.txt to determine how the superseded data were derived.
 RQ0047
 RQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS510618(NAD 83)
 RQ0047_MARKER: DB = BENCH MARK DISK
 RQ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0047_STAMPING: D 45 1934
 RQ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0047+STABILITY: SURFACE MOTION
 RQ0047
 RQ0047  HISTORY     - Date     Condition        Report By
 RQ0047  HISTORY     - 1934     MONUMENTED       CGS
 RQ0047  HISTORY     - 1967     GOOD             DOD
 RQ0047
 RQ0047                          STATION DESCRIPTION
 RQ0047
 RQ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0047'IN MARION.
 RQ0047'AT MARION, LA MOURE COUNTY, 1 POLE EAST OF AND ACROSS A ROAD FROM THE
 RQ0047'NORTHERN PACIFIC RAILWAY STATION, AT A ROAD CROSSING, 75 FEET EAST OF
 RQ0047'THE CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE
 RQ0047'TRACK, AND 3 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED D 45
 RQ0047'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0047
 RQ0047                          STATION RECOVERY (1967)
 RQ0047
 RQ0047'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0525 ***********************************************************************
 SM0525  DESIGNATION -  D 450
 SM0525  PID         -  SM0525
 SM0525  STATE/COUNTY-  ND/BARNES
 SM0525  USGS QUAD   -  DAZEY NE (1961)
 SM0525
 SM0525                         *CURRENT SURVEY CONTROL
 SM0525  ___________________________________________________________________
 SM0525* NAD 83(1986)-  47 13 23.     (N)    098 02 09.     (W)     SCALED    
 SM0525* NAVD 88     -       425.614  (meters)    1396.37   (feet)  ADJUSTED  
 SM0525  ___________________________________________________________________
 SM0525  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 SM0525  DYNAMIC HT  -         425.647 (meters)    1396.48  (feet)  COMP
 SM0525  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 SM0525
 SM0525  VERT ORDER  -  SECOND    CLASS 0
 SM0525
 SM0525.The horizontal coordinates were scaled from a topographic map and have
 SM0525.an estimated accuracy of +/- 6 seconds.
 SM0525
 SM0525.The orthometric height was determined by differential leveling
 SM0525.and adjusted by the National Geodetic Survey in June 1991..
 SM0525
 SM0525.The geoid height was determined by GEOID03.
 SM0525
 SM0525.The dynamic height is computed by dividing the NAVD 88
 SM0525.geopotential number by the normal gravity value computed on the
 SM0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0525.degrees latitude (g = 980.6199 gals.).
 SM0525
 SM0525.The modeled gravity was interpolated from observed gravity values.
 SM0525
 SM0525;                    North         East    Units  Estimated Accuracy
 SM0525;SPC ND S     -   175,930.      786,600.      MT  (+/- 180 meters Scaled)
 SM0525
 SM0525                          SUPERSEDED SURVEY CONTROL
 SM0525
 SM0525  NGVD 29 (??/??/92)  425.255  (m)         1395.19   (f) ADJ UNCH    2 0
 SM0525
 SM0525.Superseded values are not recommended for survey control.
 SM0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0525.See file dsdata.txt to determine how the superseded data were derived.
 SM0525
 SM0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT729304(NAD 83)
 SM0525_MARKER: DB = BENCH MARK DISK
 SM0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0525_STAMPING: D 450 1964
 SM0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0525+STABILITY: SURFACE MOTION
 SM0525
 SM0525  HISTORY     - Date     Condition        Report By
 SM0525  HISTORY     - 1964     MONUMENTED       CGS
 SM0525
 SM0525                          STATION DESCRIPTION
 SM0525
 SM0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0525'10.4 MI NE FROM DAZEY.
 SM0525'ABOUT 2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0525'STATION AT DAZEY, THENCE ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD,
 SM0525'THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 9, R 58 W, T
 SM0525'143 N, 123 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A FARM ROAD
 SM0525'LEADING WEST, 53 1/2 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 SM0525'ROAD, 138 FEET SOUTHWEST OF AND ACROSS THE GRAVELED ROAD FROM THE 4TH
 SM0525'POWER POLE SOUTH OF AN EAST-WEST GRAVELED ROAD, 2.1 FEET WEST OF A
 SM0525'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SM0525'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0779 ***********************************************************************
 SL0779  DESIGNATION -  D 451
 SL0779  PID         -  SL0779
 SL0779  STATE/COUNTY-  ND/BARNES
 SL0779  USGS QUAD   -  PILLSBURY SE (1967)
 SL0779
 SL0779                         *CURRENT SURVEY CONTROL
 SL0779  ___________________________________________________________________
 SL0779* NAD 83(1986)-  47 05 43.     (N)    097 49 55.     (W)     SCALED    
 SL0779* NAVD 88     -       404.751  (meters)    1327.92   (feet)  ADJUSTED  
 SL0779  ___________________________________________________________________
 SL0779  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL0779  DYNAMIC HT  -         404.781 (meters)    1328.02  (feet)  COMP
 SL0779  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 SL0779
 SL0779  VERT ORDER  -  SECOND    CLASS 0
 SL0779
 SL0779.The horizontal coordinates were scaled from a topographic map and have
 SL0779.an estimated accuracy of +/- 6 seconds.
 SL0779
 SL0779.The orthometric height was determined by differential leveling
 SL0779.and adjusted by the National Geodetic Survey in June 1991..
 SL0779
 SL0779.The geoid height was determined by GEOID03.
 SL0779
 SL0779.The dynamic height is computed by dividing the NAVD 88
 SL0779.geopotential number by the normal gravity value computed on the
 SL0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0779.degrees latitude (g = 980.6199 gals.).
 SL0779
 SL0779.The modeled gravity was interpolated from observed gravity values.
 SL0779
 SL0779;                    North         East    Units  Estimated Accuracy
 SL0779;SPC ND S     -   162,240.      802,510.      MT  (+/- 180 meters Scaled)
 SL0779
 SL0779                          SUPERSEDED SURVEY CONTROL
 SL0779
 SL0779  NGVD 29 (??/??/92)  404.391  (m)         1326.74   (f) ADJ UNCH    2 0
 SL0779
 SL0779.Superseded values are not recommended for survey control.
 SL0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0779.See file dsdata.txt to determine how the superseded data were derived.
 SL0779
 SL0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT886164(NAD 83)
 SL0779_MARKER: DB = BENCH MARK DISK
 SL0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0779_STAMPING: D 451 1964
 SL0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0779+STABILITY: SURFACE MOTION
 SL0779
 SL0779  HISTORY     - Date     Condition        Report By
 SL0779  HISTORY     - 1964     MONUMENTED       CGS
 SL0779
 SL0779                          STATION DESCRIPTION
 SL0779
 SL0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0779'9.6 MI SW FROM PILLSBURY.
 SL0779'7.6 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0779'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 2.0 MILES WEST ALONG A
 SL0779'GRAVELED ROAD, IN SECTION 19, R 56 W, T 142 N, AT THE INTERSECTION OF
 SL0779'A NORTH-SOUTH GRAVELED ROAD, 55 FEET NORTH OF THE CENTER LINE OF
 SL0779'EAST-WEST ROAD, 110 1/2 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH
 SL0779'ROAD, 1 1/2 FEET SOUTH OF A FENCE LINE, 1.9 FEET EAST OF A METAL
 SL0779'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SL0779'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0246 ***********************************************************************
 TE0246  DESIGNATION -  D 452
 TE0246  PID         -  TE0246
 TE0246  STATE/COUNTY-  ND/CAVALIER
 TE0246  USGS QUAD   -  LANGDON EAST (1983)
 TE0246
 TE0246                         *CURRENT SURVEY CONTROL
 TE0246  ___________________________________________________________________
 TE0246* NAD 83(1986)-  48 46 31.     (N)    098 15 21.     (W)     SCALED    
 TE0246* NAVD 88     -       500.849  (meters)    1643.20   (feet)  ADJUSTED  
 TE0246  ___________________________________________________________________
 TE0246  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 TE0246  DYNAMIC HT  -         500.962 (meters)    1643.57  (feet)  COMP
 TE0246  MODELED GRAV-     980,820.1   (mgal)                       NAVD 88
 TE0246
 TE0246  VERT ORDER  -  SECOND    CLASS 0
 TE0246
 TE0246.The horizontal coordinates were scaled from a topographic map and have
 TE0246.an estimated accuracy of +/- 6 seconds.
 TE0246
 TE0246.The orthometric height was determined by differential leveling
 TE0246.and adjusted by the National Geodetic Survey in June 1991..
 TE0246
 TE0246.The geoid height was determined by GEOID03.
 TE0246
 TE0246.The dynamic height is computed by dividing the NAVD 88
 TE0246.geopotential number by the normal gravity value computed on the
 TE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0246.degrees latitude (g = 980.6199 gals.).
 TE0246
 TE0246.The modeled gravity was interpolated from observed gravity values.
 TE0246
 TE0246;                    North         East    Units  Estimated Accuracy
 TE0246;SPC ND N     -   199,790.      764,930.      MT  (+/- 180 meters Scaled)
 TE0246
 TE0246                          SUPERSEDED SURVEY CONTROL
 TE0246
 TE0246  NGVD 29 (??/??/92)  500.474  (m)         1641.97   (f) ADJ UNCH    2 0
 TE0246
 TE0246.Superseded values are not recommended for survey control.
 TE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0246.See file dsdata.txt to determine how the superseded data were derived.
 TE0246
 TE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV546027(NAD 83)
 TE0246_MARKER: DB = BENCH MARK DISK
 TE0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0246_STAMPING: D 452 1964
 TE0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0246+STABILITY: SURFACE MOTION
 TE0246
 TE0246  HISTORY     - Date     Condition        Report By
 TE0246  HISTORY     - 1964     MONUMENTED       CGS
 TE0246
 TE0246                          STATION DESCRIPTION
 TE0246
 TE0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0246'6.05 MI NE FROM LANGDON.
 TE0246'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0246'LANGDON, THENCE 0.95 MILE NORTH ALONG A GRAVELED ROAD, 0.05 MILE SOUTH
 TE0246'OF A ROAD INTERSECTION, 134 FEET WEST OF THE CENTER LINE OF THE
 TE0246'NORTH-SOUTH ROAD, 92 FEET SOUTHWEST OF THE CENTER OF A WELL, 309 FEET
 TE0246'SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 TE0246'TWO-STORIED HOUSE, 7 FEET NORTH OF A ROW OF SHRUBBERY, 2 1/2 FEET
 TE0246'SOUTH OF A POWER LINE POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 TE0246'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 TE0246'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1091 ***********************************************************************
 TE1091  DESIGNATION -  D 453
 TE1091  PID         -  TE1091
 TE1091  STATE/COUNTY-  ND/CAVALIER
 TE1091  USGS QUAD   -  LOMA (1970)
 TE1091
 TE1091                         *CURRENT SURVEY CONTROL
 TE1091  ___________________________________________________________________
 TE1091* NAD 83(1986)-  48 41 44.     (N)    098 30 48.     (W)     SCALED    
 TE1091* NAVD 88     -       481.392  (meters)    1579.37   (feet)  ADJUSTED  
 TE1091  ___________________________________________________________________
 TE1091  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE1091  DYNAMIC HT  -         481.497 (meters)    1579.71  (feet)  COMP
 TE1091  MODELED GRAV-     980,813.7   (mgal)                       NAVD 88
 TE1091
 TE1091  VERT ORDER  -  SECOND    CLASS 0
 TE1091
 TE1091.The horizontal coordinates were scaled from a topographic map and have
 TE1091.an estimated accuracy of +/- 6 seconds.
 TE1091
 TE1091.The orthometric height was determined by differential leveling
 TE1091.and adjusted by the National Geodetic Survey in June 1991..
 TE1091
 TE1091.The geoid height was determined by GEOID03.
 TE1091
 TE1091.The dynamic height is computed by dividing the NAVD 88
 TE1091.geopotential number by the normal gravity value computed on the
 TE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1091.degrees latitude (g = 980.6199 gals.).
 TE1091
 TE1091.The modeled gravity was interpolated from observed gravity values.
 TE1091
 TE1091;                    North         East    Units  Estimated Accuracy
 TE1091;SPC ND N     -   190,410.      746,240.      MT  (+/- 180 meters Scaled)
 TE1091
 TE1091                          SUPERSEDED SURVEY CONTROL
 TE1091
 TE1091  NGVD 29 (??/??/92)  481.013  (m)         1578.12   (f) ADJ UNCH    2 0
 TE1091
 TE1091.Superseded values are not recommended for survey control.
 TE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1091.See file dsdata.txt to determine how the superseded data were derived.
 TE1091
 TE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU358937(NAD 83)
 TE1091_MARKER: DB = BENCH MARK DISK
 TE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1091_STAMPING: D 453 1964
 TE1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1091+STABILITY: SURFACE MOTION
 TE1091
 TE1091  HISTORY     - Date     Condition        Report By
 TE1091  HISTORY     - 1964     MONUMENTED       CGS
 TE1091
 TE1091                          STATION DESCRIPTION
 TE1091
 TE1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1091'5.5 MI NE FROM LOMA.
 TE1091'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1091'STATION AT LOMA, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 TE1091'0.5 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 10, R 61 W, T 160 N,
 TE1091'0.5 MILE SOUTH OF BENCH MARK N 454 (DESCRIBED) AND TOWNSHIP HALL, 697
 TE1091'FEET NORTH OF BENCH MARK E 453, 82 FEET EAST OF THE CENTER LINE OF THE
 TE1091'NORTH-SOUTH ROAD, 2 1/2 FEET SOUTH OF A POWER LINE POLE, 1.7 FEET
 TE1091'NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND
 TE1091'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 TE1091'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0249 ***********************************************************************
 TE0249  DESIGNATION -  D 454
 TE0249  PID         -  TE0249
 TE0249  STATE/COUNTY-  ND/CAVALIER
 TE0249  USGS QUAD   -  LANGDON EAST (1983)
 TE0249
 TE0249                         *CURRENT SURVEY CONTROL
 TE0249  ___________________________________________________________________
 TE0249* NAD 83(1986)-  48 49 08.     (N)    098 15 28.     (W)     SCALED    
 TE0249* NAVD 88     -       506.111  (meters)    1660.47   (feet)  ADJUSTED  
 TE0249  ___________________________________________________________________
 TE0249  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE0249  DYNAMIC HT  -         506.229 (meters)    1660.85  (feet)  COMP
 TE0249  MODELED GRAV-     980,825.2   (mgal)                       NAVD 88
 TE0249
 TE0249  VERT ORDER  -  SECOND    CLASS 0
 TE0249
 TE0249.The horizontal coordinates were scaled from a topographic map and have
 TE0249.an estimated accuracy of +/- 6 seconds.
 TE0249
 TE0249.The orthometric height was determined by differential leveling
 TE0249.and adjusted by the National Geodetic Survey in June 1991..
 TE0249
 TE0249.The geoid height was determined by GEOID03.
 TE0249
 TE0249.The dynamic height is computed by dividing the NAVD 88
 TE0249.geopotential number by the normal gravity value computed on the
 TE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0249.degrees latitude (g = 980.6199 gals.).
 TE0249
 TE0249.The modeled gravity was interpolated from observed gravity values.
 TE0249
 TE0249;                    North         East    Units  Estimated Accuracy
 TE0249;SPC ND N     -   204,630.      764,640.      MT  (+/- 180 meters Scaled)
 TE0249
 TE0249                          SUPERSEDED SURVEY CONTROL
 TE0249
 TE0249  NGVD 29 (??/??/92)  505.737  (m)         1659.24   (f) ADJ UNCH    2 0
 TE0249
 TE0249.Superseded values are not recommended for survey control.
 TE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0249.See file dsdata.txt to determine how the superseded data were derived.
 TE0249
 TE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV544075(NAD 83)
 TE0249_MARKER: DB = BENCH MARK DISK
 TE0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0249_SP_SET: ROD
 TE0249_STAMPING: D 454 1964
 TE0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0249
 TE0249  HISTORY     - Date     Condition        Report By
 TE0249  HISTORY     - 1964     MONUMENTED       CGS
 TE0249
 TE0249                          STATION DESCRIPTION
 TE0249
 TE0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0249'9.1 MI NE FROM LANGDON.
 TE0249'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0249'LANGDON, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34,
 TE0249'R 59 W, T 162 N, 0.1 MILE WEST ALONG A GRAVELED ROAD FROM THE
 TE0249'NORTH-SOUTH ROAD, NEAR THE HARVEY CENTRE METHODIST CHURCH, IN LINE
 TE0249'WITH POWER POLES, 73 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 TE0249'ROAD, 129.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 2
 TE0249'1/2 FEET WEST OF A POWER LINE POLE, 179 FEET SOUTHWEST OF THE
 TE0249'APPROXIMATE CENTER OF JUNCTION OF ROAD AND DRIVEWAY TO CHURCH, 11.2
 TE0249'FEET SOUTHEAST OF A POWER POLE GUY WIRE BASE, 1.7 FEET EAST OF A METAL
 TE0249'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK ON THE
 TE0249'TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 1 INCH ABOVE THE LEVEL
 TE0249'OF THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH PROJECTS 1 INCH
 TE0249'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 TE0249'DEPTH OF 10.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1021 ***********************************************************************
 TE1021  DESIGNATION -  D 456
 TE1021  PID         -  TE1021
 TE1021  STATE/COUNTY-  ND/CAVALIER
 TE1021  USGS QUAD   -  WALES (1970)
 TE1021
 TE1021                         *CURRENT SURVEY CONTROL
 TE1021  ___________________________________________________________________
 TE1021* NAD 83(1986)-  48 52 36.     (N)    098 36 22.     (W)     SCALED    
 TE1021* NAVD 88     -       475.544  (meters)    1560.18   (feet)  ADJUSTED  
 TE1021  ___________________________________________________________________
 TE1021  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 TE1021  DYNAMIC HT  -         475.658 (meters)    1560.55  (feet)  COMP
 TE1021  MODELED GRAV-     980,835.0   (mgal)                       NAVD 88
 TE1021
 TE1021  VERT ORDER  -  SECOND    CLASS 0
 TE1021
 TE1021.The horizontal coordinates were scaled from a topographic map and have
 TE1021.an estimated accuracy of +/- 6 seconds.
 TE1021
 TE1021.The orthometric height was determined by differential leveling
 TE1021.and adjusted by the National Geodetic Survey in June 1991..
 TE1021
 TE1021.The geoid height was determined by GEOID03.
 TE1021
 TE1021.The dynamic height is computed by dividing the NAVD 88
 TE1021.geopotential number by the normal gravity value computed on the
 TE1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1021.degrees latitude (g = 980.6199 gals.).
 TE1021
 TE1021.The modeled gravity was interpolated from observed gravity values.
 TE1021
 TE1021;                    North         East    Units  Estimated Accuracy
 TE1021;SPC ND N     -   210,370.      738,910.      MT  (+/- 180 meters Scaled)
 TE1021
 TE1021                          SUPERSEDED SURVEY CONTROL
 TE1021
 TE1021  NGVD 29 (??/??/92)  475.162  (m)         1558.93   (f) ADJ UNCH    2 0
 TE1021
 TE1021.Superseded values are not recommended for survey control.
 TE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1021.See file dsdata.txt to determine how the superseded data were derived.
 TE1021
 TE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV288138(NAD 83)
 TE1021_MARKER: DB = BENCH MARK DISK
 TE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1021_STAMPING: D 456 1964
 TE1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1021+STABILITY: SURFACE MOTION
 TE1021
 TE1021  HISTORY     - Date     Condition        Report By
 TE1021  HISTORY     - 1964     MONUMENTED       CGS
 TE1021  HISTORY     - 1968     GOOD             DOD
 TE1021
 TE1021                          STATION DESCRIPTION
 TE1021
 TE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1021'1.2 MI S FROM WALES.
 TE1021'ABOUT 1.2 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK GRADE SCHOOL
 TE1021'BUILDING AT WALES, IN SECTION 12, R 62 W, T 162 N, AT THE JUNCTION OF
 TE1021'A FARM ROAD LEADING WEST, 74 1/2 FEET WEST OF THE CENTER LINE OF THE
 TE1021'ROAD, 142 1/2 FEET SOUTH OF THE SOUTH END OF A PIPE CULVERT (30 INCH)
 TE1021'UNDER ROAD WEST, IN LINE WITH A ROW OF TELEPHONE POLES, 2 1/2 FEET
 TE1021'SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A METAL WITNESS POST, 4
 TE1021'FEET BELOW THE LEVEL OF THE NORTHSOUTH ROAD AND SET IN THE TOP OF A
 TE1021'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE1021
 TE1021                          STATION RECOVERY (1968)
 TE1021
 TE1021'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0276 ***********************************************************************
 TE0276  DESIGNATION -  D 457
 TE0276  PID         -  TE0276
 TE0276  STATE/COUNTY-  ND/CAVALIER
 TE0276  USGS QUAD   -  OSNABROCK (1972)
 TE0276
 TE0276                         *CURRENT SURVEY CONTROL
 TE0276  ___________________________________________________________________
 TE0276* NAD 83(1986)-  48 41 17.     (N)    098 12 34.     (W)     SCALED    
 TE0276* NAVD 88     -       497.649  (meters)    1632.70   (feet)  ADJUSTED  
 TE0276  ___________________________________________________________________
 TE0276  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 TE0276  DYNAMIC HT  -         497.754 (meters)    1633.05  (feet)  COMP
 TE0276  MODELED GRAV-     980,805.8   (mgal)                       NAVD 88
 TE0276
 TE0276  VERT ORDER  -  SECOND    CLASS 0
 TE0276
 TE0276.The horizontal coordinates were scaled from a topographic map and have
 TE0276.an estimated accuracy of +/- 6 seconds.
 TE0276
 TE0276.The orthometric height was determined by differential leveling
 TE0276.and adjusted by the National Geodetic Survey in June 1991..
 TE0276
 TE0276.The geoid height was determined by GEOID03.
 TE0276
 TE0276.The dynamic height is computed by dividing the NAVD 88
 TE0276.geopotential number by the normal gravity value computed on the
 TE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0276.degrees latitude (g = 980.6199 gals.).
 TE0276
 TE0276.The modeled gravity was interpolated from observed gravity values.
 TE0276
 TE0276;                    North         East    Units  Estimated Accuracy
 TE0276;SPC ND N     -   190,200.      768,620.      MT  (+/- 180 meters Scaled)
 TE0276
 TE0276                          SUPERSEDED SURVEY CONTROL
 TE0276
 TE0276  NGVD 29 (??/??/92)  497.272  (m)         1631.47   (f) ADJ UNCH    2 0
 TE0276
 TE0276.Superseded values are not recommended for survey control.
 TE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0276.See file dsdata.txt to determine how the superseded data were derived.
 TE0276
 TE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU581930(NAD 83)
 TE0276_MARKER: DB = BENCH MARK DISK
 TE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0276_STAMPING: D 457 1964
 TE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0276+STABILITY: SURFACE MOTION
 TE0276
 TE0276  HISTORY     - Date     Condition        Report By
 TE0276  HISTORY     - 1964     MONUMENTED       CGS
 TE0276
 TE0276                          STATION DESCRIPTION
 TE0276
 TE0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0276'3.6 MI SE FROM EASBY.
 TE0276'ABOUT 1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CROSSING OF THE
 TE0276'GREAT NORTHERN RAILWAY AT CAVALIER, THENCE 2.0 MILES EAST ALONG A
 TE0276'GRAVELED ROAD, NEAR A DIM ROAD CROSSING, 109 FEET NORTH OF THE CENTER
 TE0276'LINE OF THE EAST-WEST ROAD, 85 FEET WEST OF THE CENTER LINE OF THE
 TE0276'NORTH-SOUTH ROAD, 139 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 TE0276'INTERSECTION, 2 1/2 FEET SOUTH OF A POWER LINE POLE, 2.2 FEET NORTH OF
 TE0276'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD AND
 TE0276'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 TE0276'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0439 ***********************************************************************
 RP0439  DESIGNATION -  D 46
 RP0439  PID         -  RP0439
 RP0439  STATE/COUNTY-  ND/RANSOM
 RP0439  USGS QUAD   -  SHELDON (1960)
 RP0439
 RP0439                         *CURRENT SURVEY CONTROL
 RP0439  ___________________________________________________________________
 RP0439* NAD 83(1986)-  46 36 47.     (N)    097 23 20.     (W)     SCALED    
 RP0439* NAVD 88     -       324.661  (meters)    1065.16   (feet)  ADJUSTED  
 RP0439  ___________________________________________________________________
 RP0439  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 RP0439  DYNAMIC HT  -         324.676 (meters)    1065.21  (feet)  COMP
 RP0439  MODELED GRAV-     980,651.2   (mgal)                       NAVD 88
 RP0439
 RP0439  VERT ORDER  -  SECOND    CLASS 0
 RP0439
 RP0439.The horizontal coordinates were scaled from a topographic map and have
 RP0439.an estimated accuracy of +/- 6 seconds.
 RP0439
 RP0439.The orthometric height was determined by differential leveling
 RP0439.and adjusted by the National Geodetic Survey in June 1991..
 RP0439
 RP0439.The geoid height was determined by GEOID03.
 RP0439
 RP0439.The dynamic height is computed by dividing the NAVD 88
 RP0439.geopotential number by the normal gravity value computed on the
 RP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0439.degrees latitude (g = 980.6199 gals.).
 RP0439
 RP0439.The modeled gravity was interpolated from observed gravity values.
 RP0439
 RP0439;                    North         East    Units  Estimated Accuracy
 RP0439;SPC ND S     -   109,920.      838,250.      MT  (+/- 180 meters Scaled)
 RP0439
 RP0439                          SUPERSEDED SURVEY CONTROL
 RP0439
 RP0439  NGVD 29 (??/??/92)  324.351  (m)         1064.14   (f) ADJ UNCH    2 0
 RP0439
 RP0439.Superseded values are not recommended for survey control.
 RP0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0439.See file dsdata.txt to determine how the superseded data were derived.
 RP0439
 RP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS233634(NAD 83)
 RP0439_MARKER: DB = BENCH MARK DISK
 RP0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0439_STAMPING: D-46 1934
 RP0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0439+STABILITY: SURFACE MOTION
 RP0439
 RP0439  HISTORY     - Date     Condition        Report By
 RP0439  HISTORY     - 1934     MONUMENTED       CGS
 RP0439
 RP0439                          STATION DESCRIPTION
 RP0439
 RP0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0439'5.4 MI NE FROM SHELDON.
 RP0439'5.4 MILES NORTHEAST OF SHELDON DEPOT.  ALONG NORTHERN PACIFIC RAILROAD
 RP0439'ACROSS TRACK FROM AND 8 POLES SOUTHWEST OF MILEPOST NO. 35 AND BY
 RP0439'TELEPHONE POLE SOUTH OF STATION ONE MILE SIGN BOARD.  SET IN POST AT
 RP0439'RAIL LEVEL, 3 FEET NORTHWEST OF TELEPHONE POLE, 42 FEET SOUTH OF
 RP0439'STATION POST AND 50 FEET SOUTHEAST OF CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1530 ***********************************************************************
 TG1530  DESIGNATION -  D 462
 TG1530  PID         -  TG1530
 TG1530  STATE/COUNTY-  ND/WILLIAMS
 TG1530  USGS QUAD   -  TRENTON NW (1974)
 TG1530
 TG1530                         *CURRENT SURVEY CONTROL
 TG1530  ___________________________________________________________________
 TG1530* NAD 83(1986)-  48 08 24.     (N)    103 53 04.     (W)     SCALED    
 TG1530* NAVD 88     -       685.760  (meters)    2249.86   (feet)  ADJUSTED  
 TG1530  ___________________________________________________________________
 TG1530  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1530  DYNAMIC HT  -         685.836 (meters)    2250.11  (feet)  COMP
 TG1530  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 TG1530
 TG1530  VERT ORDER  -  FIRST     CLASS II
 TG1530
 TG1530.The horizontal coordinates were scaled from a topographic map and have
 TG1530.an estimated accuracy of +/- 6 seconds.
 TG1530
 TG1530.The orthometric height was determined by differential leveling
 TG1530.and adjusted by the National Geodetic Survey in June 1991..
 TG1530
 TG1530.The geoid height was determined by GEOID03.
 TG1530
 TG1530.The dynamic height is computed by dividing the NAVD 88
 TG1530.geopotential number by the normal gravity value computed on the
 TG1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1530.degrees latitude (g = 980.6199 gals.).
 TG1530
 TG1530.The modeled gravity was interpolated from observed gravity values.
 TG1530
 TG1530;                    North         East    Units  Estimated Accuracy
 TG1530;SPC ND N     -   132,280.      348,220.      MT  (+/- 180 meters Scaled)
 TG1530
 TG1530                          SUPERSEDED SURVEY CONTROL
 TG1530
 TG1530.No superseded survey control is available for this station.
 TG1530
 TG1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP829324(NAD 83)
 TG1530_MARKER: I = METAL ROD
 TG1530_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1530_SP_SET: STAINLESS STEEL ROD
 TG1530_STAMPING: D 462 1981
 TG1530_MARK LOGO: NGS   
 TG1530_PROJECTION: FLUSH
 TG1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1530_ROD/PIPE-DEPTH: 3.7  meters
 TG1530
 TG1530  HISTORY     - Date     Condition        Report By
 TG1530  HISTORY     - 1981     MONUMENTED       NGS
 TG1530
 TG1530                          STATION DESCRIPTION
 TG1530
 TG1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1530'11.9 KM (7.4 MI) WEST FROM WILLISTON.
 TG1530'11.9 KM (7.4 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1530'U.S. HIGHWAY 85 IN WILLISTON, 31.4 METERS (103.0 FT) SOUTH OF THE
 TG1530'CENTERLINE OF THE HIGHWAY, 10.4 METERS (34.0 FT) WEST OF THE CENTER OF
 TG1530'A DIRT ROAD LEADING SOUTH, 1.0 METER (3.4 FT) WEST OF A FENCE CORNER,
 TG1530'AND 0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM
 TG1530'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1530'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TG1530'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0655 ***********************************************************************
 SO0655  DESIGNATION -  D 463
 SO0655  PID         -  SO0655
 SO0655  STATE/COUNTY-  ND/MCKENZIE
 SO0655  USGS QUAD   -  CARTWRIGHT NE (1969)
 SO0655
 SO0655                         *CURRENT SURVEY CONTROL
 SO0655  ___________________________________________________________________
 SO0655* NAD 83(1986)-  47 52 37.     (N)    103 48 00.     (W)     SCALED    
 SO0655* NAVD 88     -       623.891  (meters)    2046.88   (feet)  ADJUSTED  
 SO0655  ___________________________________________________________________
 SO0655  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0655  DYNAMIC HT  -         623.952 (meters)    2047.08  (feet)  COMP
 SO0655  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 SO0655
 SO0655  VERT ORDER  -  FIRST     CLASS II
 SO0655
 SO0655.The horizontal coordinates were scaled from a topographic map and have
 SO0655.an estimated accuracy of +/- 6 seconds.
 SO0655
 SO0655.The orthometric height was determined by differential leveling
 SO0655.and adjusted by the National Geodetic Survey in June 1991..
 SO0655
 SO0655.The geoid height was determined by GEOID03.
 SO0655
 SO0655.The dynamic height is computed by dividing the NAVD 88
 SO0655.geopotential number by the normal gravity value computed on the
 SO0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0655.degrees latitude (g = 980.6199 gals.).
 SO0655
 SO0655.The modeled gravity was interpolated from observed gravity values.
 SO0655
 SO0655;                    North         East    Units  Estimated Accuracy
 SO0655;SPC ND N     -   102,790.      353,240.      MT  (+/- 180 meters Scaled)
 SO0655
 SO0655                          SUPERSEDED SURVEY CONTROL
 SO0655
 SO0655.No superseded survey control is available for this station.
 SO0655
 SO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP897033(NAD 83)
 SO0655_MARKER: I = METAL ROD
 SO0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0655_SP_SET: STAINLESS STEEL ROD
 SO0655_STAMPING: D 463 1981
 SO0655_MARK LOGO: NGS   
 SO0655_PROJECTION: FLUSH
 SO0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0655_ROD/PIPE-DEPTH: 7.3  meters
 SO0655
 SO0655  HISTORY     - Date     Condition        Report By
 SO0655  HISTORY     - 1981     MONUMENTED       NGS
 SO0655
 SO0655                          STATION DESCRIPTION
 SO0655
 SO0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0655'20.4 KM (17.65 MI) EAST FROM FAIRVIEW.
 SO0655'20.4 KM (12.65 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0655'OFFICE IN FAIRVIEW, 56.9 METERS (184.0 FT) SOUTH OF THE CENTERLINE OF
 SO0655'THE HIGHWAY, 18.9 METERS (62.0 FT) EAST OF A FIELD ENTRANCE ROAD, 1.5
 SO0655'METERS (5.0 FT) NORTHEAST OF A UTILITY POLE AND 0.3 METERS (1.0 FT)
 SO0655'NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SO0655'LOGO CAP.
 SO0655'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SO0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1829 ***********************************************************************
 TF1829  DESIGNATION -  D 464
 TF1829  PID         -  TF1829
 TF1829  STATE/COUNTY-  ND/WARD
 TF1829  USGS QUAD   -  DES LACS (1980)
 TF1829
 TF1829                         *CURRENT SURVEY CONTROL
 TF1829  ___________________________________________________________________
 TF1829* NAD 83(1986)-  48 15 15.     (N)    101 30 46.     (W)     SCALED    
 TF1829* NAVD 88     -       576.611  (meters)    1891.76   (feet)  ADJUSTED  
 TF1829  ___________________________________________________________________
 TF1829  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF1829  DYNAMIC HT  -         576.707 (meters)    1892.08  (feet)  COMP
 TF1829  MODELED GRAV-     980,759.7   (mgal)                       NAVD 88
 TF1829
 TF1829  VERT ORDER  -  FIRST     CLASS II
 TF1829
 TF1829.The horizontal coordinates were scaled from a topographic map and have
 TF1829.an estimated accuracy of +/- 6 seconds.
 TF1829
 TF1829.The orthometric height was determined by differential leveling
 TF1829.and adjusted by the National Geodetic Survey in June 1991..
 TF1829
 TF1829.The geoid height was determined by GEOID03.
 TF1829
 TF1829.The dynamic height is computed by dividing the NAVD 88
 TF1829.geopotential number by the normal gravity value computed on the
 TF1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1829.degrees latitude (g = 980.6199 gals.).
 TF1829
 TF1829.The modeled gravity was interpolated from observed gravity values.
 TF1829
 TF1829;                    North         East    Units  Estimated Accuracy
 TF1829;SPC ND N     -   139,940.      524,800.      MT  (+/- 180 meters Scaled)
 TF1829
 TF1829                          SUPERSEDED SURVEY CONTROL
 TF1829
 TF1829.No superseded survey control is available for this station.
 TF1829
 TF1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU134476(NAD 83)
 TF1829_MARKER: I = METAL ROD
 TF1829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1829_SP_SET: STAINLESS STEEL ROD
 TF1829_STAMPING: D 464 1981
 TF1829_MARK LOGO: NGS   
 TF1829_PROJECTION: FLUSH
 TF1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1829_ROD/PIPE-DEPTH: 7.3  meters
 TF1829
 TF1829  HISTORY     - Date     Condition        Report By
 TF1829  HISTORY     - 1981     MONUMENTED       NGS
 TF1829
 TF1829                          STATION DESCRIPTION
 TF1829
 TF1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1829'3.7 KM (2.3 MI) EAST FROM DES LACS.
 TF1829'3.7 KM (2.3 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1829'NORTHERN RAILROAD STATION IN DES LACS, 17.7 METERS (58.1 FT) SOUTH OF
 TF1829'THE CENTERLINE OF THE ROAD, 11.9 METERS (39.0 FT) WEST OF THE CENTER
 TF1829'OF A GRAVELED ROAD, 2.7 METERS (8.9 FT) SOUTHWEST OF A CONCRETE POST
 TF1829'PROJECTING 5 FEET AND 0.8 METERS (2.6 FT) NORTHEAST OF A UTILITY POLE.
 TF1829'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TF1829'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1829'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1635 ***********************************************************************
 TG1635  DESIGNATION -  D 465
 TG1635  PID         -  TG1635
 TG1635  STATE/COUNTY-  ND/MOUNTRAIL
 TG1635  USGS QUAD   -  STANLEY (1981)
 TG1635
 TG1635                         *CURRENT SURVEY CONTROL
 TG1635  ___________________________________________________________________
 TG1635* NAD 83(1986)-  48 19 04.     (N)    102 24 04.     (W)     SCALED    
 TG1635* NAVD 88     -       689.413  (meters)    2261.85   (feet)  ADJUSTED  
 TG1635  ___________________________________________________________________
 TG1635  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TG1635  DYNAMIC HT  -         689.522 (meters)    2262.21  (feet)  COMP
 TG1635  MODELED GRAV-     980,744.9   (mgal)                       NAVD 88
 TG1635
 TG1635  VERT ORDER  -  FIRST     CLASS II
 TG1635
 TG1635.The horizontal coordinates were scaled from a topographic map and have
 TG1635.an estimated accuracy of +/- 6 seconds.
 TG1635
 TG1635.The orthometric height was determined by differential leveling
 TG1635.and adjusted by the National Geodetic Survey in June 1991..
 TG1635
 TG1635.The geoid height was determined by GEOID03.
 TG1635
 TG1635.The dynamic height is computed by dividing the NAVD 88
 TG1635.geopotential number by the normal gravity value computed on the
 TG1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1635.degrees latitude (g = 980.6199 gals.).
 TG1635
 TG1635.The modeled gravity was interpolated from observed gravity values.
 TG1635
 TG1635;                    North         East    Units  Estimated Accuracy
 TG1635;SPC ND N     -   148,250.      459,030.      MT  (+/- 180 meters Scaled)
 TG1635
 TG1635                          SUPERSEDED SURVEY CONTROL
 TG1635
 TG1635.No superseded survey control is available for this station.
 TG1635
 TG1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP926548(NAD 83)
 TG1635_MARKER: I = METAL ROD
 TG1635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1635_SP_SET: STAINLESS STEEL ROD
 TG1635_STAMPING: D 465 1982
 TG1635_MARK LOGO: NGS   
 TG1635_PROJECTION: FLUSH
 TG1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1635_ROD/PIPE-DEPTH: 8.5  meters
 TG1635
 TG1635  HISTORY     - Date     Condition        Report By
 TG1635  HISTORY     - 1982     MONUMENTED       NGS
 TG1635
 TG1635                          STATION DESCRIPTION
 TG1635
 TG1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1635'0.9 KM (0.55 MI) WEST FROM STANLEY.
 TG1635'0.9 KM (0.55 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TG1635'THE RAILROAD STATION IN STANLEY, 66.7 METERS (218.8 FT) NORTHEAST OF A
 TG1635'RAILROAD SIGNAL, 14.3 METERS (46.9 FT) NORTHWEST OF THE NEAR RAIL AND
 TG1635'1.5 METERS (4.9 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 TG1635'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1635'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 TG1635'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1594 ***********************************************************************
 TG1594  DESIGNATION -  D 466
 TG1594  PID         -  TG1594
 TG1594  STATE/COUNTY-  ND/WILLIAMS
 TG1594  USGS QUAD   -  RAY (1978)
 TG1594
 TG1594                         *CURRENT SURVEY CONTROL
 TG1594  ___________________________________________________________________
 TG1594* NAD 83(1986)-  48 20 31.     (N)    103 08 12.     (W)     SCALED    
 TG1594* NAVD 88     -       680.082  (meters)    2231.24   (feet)  ADJUSTED  
 TG1594  ___________________________________________________________________
 TG1594  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1594  DYNAMIC HT  -         680.178 (meters)    2231.55  (feet)  COMP
 TG1594  MODELED GRAV-     980,730.5   (mgal)                       NAVD 88
 TG1594
 TG1594  VERT ORDER  -  FIRST     CLASS II
 TG1594
 TG1594.The horizontal coordinates were scaled from a topographic map and have
 TG1594.an estimated accuracy of +/- 6 seconds.
 TG1594
 TG1594.The orthometric height was determined by differential leveling
 TG1594.and adjusted by the National Geodetic Survey in June 1991..
 TG1594
 TG1594.The geoid height was determined by GEOID03.
 TG1594
 TG1594.The dynamic height is computed by dividing the NAVD 88
 TG1594.geopotential number by the normal gravity value computed on the
 TG1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1594.degrees latitude (g = 980.6199 gals.).
 TG1594
 TG1594.The modeled gravity was interpolated from observed gravity values.
 TG1594
 TG1594;                    North         East    Units  Estimated Accuracy
 TG1594;SPC ND N     -   152,550.      404,590.      MT  (+/- 180 meters Scaled)
 TG1594
 TG1594                          SUPERSEDED SURVEY CONTROL
 TG1594
 TG1594.No superseded survey control is available for this station.
 TG1594
 TG1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP380559(NAD 83)
 TG1594_MARKER: I = METAL ROD
 TG1594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1594_SP_SET: STAINLESS STEEL ROD
 TG1594_STAMPING: D 466 1982
 TG1594_MARK LOGO: NGS   
 TG1594_PROJECTION: FLUSH
 TG1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1594_ROD/PIPE-DEPTH: 6.1  meters
 TG1594
 TG1594  HISTORY     - Date     Condition        Report By
 TG1594  HISTORY     - 1982     MONUMENTED       NGS
 TG1594
 TG1594                          STATION DESCRIPTION
 TG1594
 TG1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1594'2.3 KM (1.4 MI) EAST FROM RAY.
 TG1594'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1594'RAY, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG U. S. HIGHWAY 2, 60.7
 TG1594'METERS (199.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 51.5 METERS
 TG1594'(169.0 FT) SOUTH-SOUTHEAST OF MILEPOST 55, 34.7 METERS (113.8 FT) WEST
 TG1594'OF THE CENTER OF A PRIVATE DRIVE AND 1.5 METERS (4.9 FT) WEST OF A
 TG1594'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TG1594'CAP.
 TG1594'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1594'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1566 ***********************************************************************
 TG1566  DESIGNATION -  D 467
 TG1566  PID         -  TG1566
 TG1566  STATE/COUNTY-  ND/WILLIAMS
 TG1566  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1566
 TG1566                         *CURRENT SURVEY CONTROL
 TG1566  ___________________________________________________________________
 TG1566* NAD 83(1986)-  48 17 05.     (N)    103 37 29.     (W)     SCALED    
 TG1566* NAVD 88     -       603.277  (meters)    1979.25   (feet)  ADJUSTED  
 TG1566  ___________________________________________________________________
 TG1566  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG1566  DYNAMIC HT  -         603.363 (meters)    1979.53  (feet)  COMP
 TG1566  MODELED GRAV-     980,733.5   (mgal)                       NAVD 88
 TG1566
 TG1566  VERT ORDER  -  FIRST     CLASS II
 TG1566
 TG1566.The horizontal coordinates were scaled from a topographic map and have
 TG1566.an estimated accuracy of +/- 6 seconds.
 TG1566
 TG1566.The orthometric height was determined by differential leveling
 TG1566.and adjusted by the National Geodetic Survey in June 1991..
 TG1566
 TG1566.The geoid height was determined by GEOID03.
 TG1566
 TG1566.The dynamic height is computed by dividing the NAVD 88
 TG1566.geopotential number by the normal gravity value computed on the
 TG1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1566.degrees latitude (g = 980.6199 gals.).
 TG1566
 TG1566.The modeled gravity was interpolated from observed gravity values.
 TG1566
 TG1566;                    North         East    Units  Estimated Accuracy
 TG1566;SPC ND N     -   147,540.      368,180.      MT  (+/- 180 meters Scaled)
 TG1566
 TG1566                          SUPERSEDED SURVEY CONTROL
 TG1566
 TG1566.No superseded survey control is available for this station.
 TG1566
 TG1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP020488(NAD 83)
 TG1566_MARKER: I = METAL ROD
 TG1566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1566_SP_SET: STAINLESS STEEL ROD
 TG1566_STAMPING: D 467 1982
 TG1566_MARK LOGO: NGS   
 TG1566_PROJECTION: FLUSH
 TG1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1566_ROD/PIPE-DEPTH: 8.5  meters
 TG1566
 TG1566  HISTORY     - Date     Condition        Report By
 TG1566  HISTORY     - 1982     MONUMENTED       NGS
 TG1566
 TG1566                          STATION DESCRIPTION
 TG1566
 TG1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1566'20.6 KM (12.75 MI) WEST FROM EPPING.
 TG1566'0.1 KM (0.05 MI) EASTERLY ALONG A DIRT ROAD FROM THE POST OFFICE IN
 TG1566'EPPING, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG COUNTY ROAD 42, THENCE
 TG1566'20.0 KM (12.4 MI) WESTERLY ALONG COUNTY ROAD 8, OR 21.5 KM (13.35 MI)
 TG1566'EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR JUNCTION IN
 TG1566'WILLISTON, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG COUNTY ROAD 8, 23.1
 TG1566'METERS (75.8 FT) NORTHWEST OF A ROAD SIGN (WILLIAMS COUNTY 8) AND 19.5
 TG1566'METERS (64.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.  NOTE=ACCESS TO
 TG1566'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1566'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 TG1566'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1436 ***********************************************************************
 SN1436  DESIGNATION -  D 468
 SN1436  PID         -  SN1436
 SN1436  STATE/COUNTY-  ND/MCLEAN
 SN1436  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN1436
 SN1436                         *CURRENT SURVEY CONTROL
 SN1436  ___________________________________________________________________
 SN1436* NAD 83(1986)-  47 37 06.     (N)    101 16 04.     (W)     SCALED    
 SN1436* NAVD 88     -       571.718  (meters)    1875.71   (feet)  ADJUSTED  
 SN1436  ___________________________________________________________________
 SN1436  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 SN1436  DYNAMIC HT  -         571.768 (meters)    1875.88  (feet)  COMP
 SN1436  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SN1436
 SN1436  VERT ORDER  -  FIRST     CLASS II
 SN1436
 SN1436.The horizontal coordinates were scaled from a topographic map and have
 SN1436.an estimated accuracy of +/- 6 seconds.
 SN1436
 SN1436.The orthometric height was determined by differential leveling
 SN1436.and adjusted by the National Geodetic Survey in June 1991..
 SN1436
 SN1436.The geoid height was determined by GEOID03.
 SN1436
 SN1436.The dynamic height is computed by dividing the NAVD 88
 SN1436.geopotential number by the normal gravity value computed on the
 SN1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1436.degrees latitude (g = 980.6199 gals.).
 SN1436
 SN1436.The modeled gravity was interpolated from observed gravity values.
 SN1436
 SN1436;                    North         East    Units  Estimated Accuracy
 SN1436;SPC ND N     -    69,030.      542,290.      MT  (+/- 180 meters Scaled)
 SN1436
 SN1436                          SUPERSEDED SURVEY CONTROL
 SN1436
 SN1436.No superseded survey control is available for this station.
 SN1436
 SN1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT295763(NAD 83)
 SN1436_MARKER: I = METAL ROD
 SN1436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1436_SP_SET: STAINLESS STEEL ROD
 SN1436_STAMPING: D 468 1982
 SN1436_MARK LOGO: NGS   
 SN1436_PROJECTION: FLUSH
 SN1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1436_ROD/PIPE-DEPTH: 7.3  meters
 SN1436
 SN1436  HISTORY     - Date     Condition        Report By
 SN1436  HISTORY     - 1982     MONUMENTED       NGS
 SN1436
 SN1436                          STATION DESCRIPTION
 SN1436
 SN1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1436'21.7 KM (13.5 MI) NW FROM UNDERWOOD.
 SN1436'21.7 KM (13.5 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1436'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 46.3 METERS (151.9 FT)
 SN1436'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 SN1436'31.4 METERS (103.0 FT) NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING
 SN1436'EAST, 14.7 METERS (48.2 FT) NORTHEAST OF THE CENTER OF A FRONTAGE
 SN1436'ROAD, 7.1 METERS (23.3 FT) NORTHEAST OF THE EAST END OF AN 18-INCH
 SN1436'METAL PIPE CULVERT AND 0.9 METER (3.0 FT) SOUTH OF THE CENTER 1 OF 3
 SN1436'UTILITY POLES WITH TEN GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS
 SN1436'THROUGH A 5-INCH LOGO CAP.
 SN1436'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SN1436'THE MARK IS 1.0 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1158 ***********************************************************************
 SL1158  DESIGNATION -  D 469
 SL1158  PID         -  SL1158
 SL1158  STATE/COUNTY-  ND/GRAND FORKS
 SL1158  USGS QUAD   -  LARIMORE EAST (1963)
 SL1158
 SL1158                         *CURRENT SURVEY CONTROL
 SL1158  ___________________________________________________________________
 SL1158* NAD 83(1986)-  47 54 22.     (N)    097 37 26.     (W)     SCALED    
 SL1158* NAVD 88     -       344.897  (meters)    1131.55   (feet)  ADJUSTED  
 SL1158  ___________________________________________________________________
 SL1158  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 SL1158  DYNAMIC HT  -         344.955 (meters)    1131.74  (feet)  COMP
 SL1158  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 SL1158
 SL1158  VERT ORDER  -  FIRST     CLASS II
 SL1158
 SL1158.The horizontal coordinates were scaled from a topographic map and have
 SL1158.an estimated accuracy of +/- 6 seconds.
 SL1158
 SL1158.The orthometric height was determined by differential leveling
 SL1158.and adjusted by the National Geodetic Survey in June 1991..
 SL1158
 SL1158.The geoid height was determined by GEOID03.
 SL1158
 SL1158.The dynamic height is computed by dividing the NAVD 88
 SL1158.geopotential number by the normal gravity value computed on the
 SL1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1158.degrees latitude (g = 980.6199 gals.).
 SL1158
 SL1158.The modeled gravity was interpolated from observed gravity values.
 SL1158
 SL1158;                    North         East    Units  Estimated Accuracy
 SL1158;SPC ND N     -   104,760.      814,960.      MT  (+/- 180 meters Scaled)
 SL1158
 SL1158                          SUPERSEDED SURVEY CONTROL
 SL1158
 SL1158.No superseded survey control is available for this station.
 SL1158
 SL1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU028067(NAD 83)
 SL1158_MARKER: I = METAL ROD
 SL1158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1158_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1158_STAMPING: D 469 1981
 SL1158_MARK LOGO: NGS   
 SL1158_PROJECTION: RECESSED 4 CENTIMETERS
 SL1158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1158+STABILITY: POSITION/ELEVATION WELL
 SL1158_ROD/PIPE-DEPTH: 19.5 meters
 SL1158_SLEEVE-DEPTH  : 10.6 meters
 SL1158
 SL1158  HISTORY     - Date     Condition        Report By
 SL1158  HISTORY     - 1981     MONUMENTED       NGS
 SL1158
 SL1158                          STATION DESCRIPTION
 SL1158
 SL1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1158'IN LARIMORE.
 SL1158'SET IN THE SOUTHEAST CORNER OF THE CITY SQUARE AND MUSEUM BUILDING,
 SL1158'BEHIND A LARGE BELL IN THE LAWN IN LARIMORE, LOCATED AT THE JUNCTION
 SL1158'OF TOWNER AVENUE AND MAIN STREET, 11.5 METERS (38.0 FT) WEST OF THE
 SL1158'WEST CURB OF TOWNER AVENUE, 19.9 METERS (65.5 FT) NORTH OF THE NORTH
 SL1158'CURB OF MAIN STREET, 10.3 METERS (34.0 FT) SOUTHWEST OF THE CENTER OF
 SL1158'A WATER FOUNTAIN, 29.0 METERS (98.5 FT) SOUTH OF SOUTH EDGE OF A EAST
 SL1158'WEST SIDEWALK LEADING TO THE MAIN ENTRANCE TO THE MUSEUM, 37.6 METERS
 SL1158'(123.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MUSEUM BUILDING,
 SL1158'2.1 METERS (7.0 FT) WEST OF THE CENTER OF THE BELL.
 SL1158'THE MARK IS ABOVE LEVEL WITH MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0383 ***********************************************************************
 RP0383  DESIGNATION -  D 47
 RP0383  PID         -  RP0383
 RP0383  STATE/COUNTY-  ND/CASS
 RP0383  USGS QUAD   -  FARGO NORTH (1993)
 RP0383
 RP0383                         *CURRENT SURVEY CONTROL
 RP0383  ___________________________________________________________________
 RP0383* NAD 83(1986)-  46 53 24.     (N)    096 48 52.     (W)     SCALED    
 RP0383* NAVD 88     -       273.853  (meters)     898.47   (feet)  ADJUSTED  
 RP0383  ___________________________________________________________________
 RP0383  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RP0383  DYNAMIC HT  -         273.879 (meters)     898.55  (feet)  COMP
 RP0383  MODELED GRAV-     980,702.9   (mgal)                       NAVD 88
 RP0383
 RP0383  VERT ORDER  -  SECOND    CLASS 0
 RP0383
 RP0383.The horizontal coordinates were scaled from a topographic map and have
 RP0383.an estimated accuracy of +/- 6 seconds.
 RP0383
 RP0383.The orthometric height was determined by differential leveling
 RP0383.and adjusted by the National Geodetic Survey in June 1991..
 RP0383
 RP0383.The geoid height was determined by GEOID03.
 RP0383
 RP0383.The dynamic height is computed by dividing the NAVD 88
 RP0383.geopotential number by the normal gravity value computed on the
 RP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0383.degrees latitude (g = 980.6199 gals.).
 RP0383
 RP0383.The modeled gravity was interpolated from observed gravity values.
 RP0383
 RP0383;                    North         East    Units  Estimated Accuracy
 RP0383;SPC ND S     -   142,570.      880,760.      MT  (+/- 180 meters Scaled)
 RP0383
 RP0383                          SUPERSEDED SURVEY CONTROL
 RP0383
 RP0383  NGVD 29 (??/??/92)  273.564  (m)          897.52   (f) ADJ UNCH    2 0
 RP0383
 RP0383.Superseded values are not recommended for survey control.
 RP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0383.See file dsdata.txt to determine how the superseded data were derived.
 RP0383
 RP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS664952(NAD 83)
 RP0383_MARKER: DB = BENCH MARK DISK
 RP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0383_STAMPING: D 47 1934
 RP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0383+STABILITY: SURFACE MOTION
 RP0383
 RP0383  HISTORY     - Date     Condition        Report By
 RP0383  HISTORY     - 1934     MONUMENTED       CGS
 RP0383  HISTORY     - 1957     GOOD             NGS
 RP0383  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0383
 RP0383                          STATION DESCRIPTION
 RP0383
 RP0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RP0383'IN FARGO.
 RP0383'AT FARGO, CASS COUNTY, ON THE GREAT NORTHERN RAILWAY, 10 FEET SOUTH OF
 RP0383'THE SECOND POLE SOUTH OF OVERPASS 28.8, OPPOSITE THE ROUNDHOUSE, 57
 RP0383'FEET EAST OF THE CENTER LINE OF THE EAST TRACK, 18 FEET WEST OF A SNOW
 RP0383'FENCE, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 RP0383'D 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RP0383
 RP0383                          STATION RECOVERY (1982)
 RP0383
 RP0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0383'NOT RECOVERED, INACCESSIBLE AT THIS TIME DUE TO TRAIN TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1617 ***********************************************************************
 TE1617  DESIGNATION -  D 471
 TE1617  PID         -  TE1617
 TE1617  STATE/COUNTY-  ND/PIERCE
 TE1617  USGS QUAD   -  RUGBY (1980)
 TE1617
 TE1617                         *CURRENT SURVEY CONTROL
 TE1617  ___________________________________________________________________
 TE1617* NAD 83(1986)-  48 21 17.     (N)    099 53 04.     (W)     SCALED    
 TE1617* NAVD 88     -       478.414  (meters)    1569.60   (feet)  ADJUSTED  
 TE1617  ___________________________________________________________________
 TE1617  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 TE1617  DYNAMIC HT  -         478.507 (meters)    1569.90  (feet)  COMP
 TE1617  MODELED GRAV-     980,788.8   (mgal)                       NAVD 88
 TE1617
 TE1617  VERT ORDER  -  FIRST     CLASS II
 TE1617
 TE1617.The horizontal coordinates were scaled from a topographic map and have
 TE1617.an estimated accuracy of +/- 6 seconds.
 TE1617
 TE1617.The orthometric height was determined by differential leveling
 TE1617.and adjusted by the National Geodetic Survey in June 1991..
 TE1617
 TE1617.The geoid height was determined by GEOID03.
 TE1617
 TE1617.The dynamic height is computed by dividing the NAVD 88
 TE1617.geopotential number by the normal gravity value computed on the
 TE1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1617.degrees latitude (g = 980.6199 gals.).
 TE1617
 TE1617.The modeled gravity was interpolated from observed gravity values.
 TE1617
 TE1617;                    North         East    Units  Estimated Accuracy
 TE1617;SPC ND N     -   150,800.      645,620.      MT  (+/- 180 meters Scaled)
 TE1617
 TE1617                          SUPERSEDED SURVEY CONTROL
 TE1617
 TE1617.No superseded survey control is available for this station.
 TE1617
 TE1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU344561(NAD 83)
 TE1617_MARKER: I = METAL ROD
 TE1617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1617_SP_SET: STAINLESS STEEL ROD
 TE1617_STAMPING: D 471 1982
 TE1617_MARK LOGO: NGS   
 TE1617_PROJECTION: FLUSH
 TE1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1617_ROD/PIPE-DEPTH: 7.3  meters
 TE1617
 TE1617  HISTORY     - Date     Condition        Report By
 TE1617  HISTORY     - 1982     MONUMENTED       NGS
 TE1617
 TE1617                          STATION DESCRIPTION
 TE1617
 TE1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1617'8.6 KM (5.35 MI) EAST FROM RUGBY.
 TE1617'8.6 KM (5.35 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1617'ROUTE 3 IN RUGBY, 0.5 KM (0.3 MI) EAST OF A GRAVEL ROAD INTERSECTION,
 TE1617'ALSO 0.16 KM (0.1 MI) WEST OF HIGHWAY MILEPOST 217, SET BETWEEN TWO
 TE1617'PLASTIC WITNESS POST, 2.1 METERS (7.0 FT) NORTH OF A BURIED POWER
 TE1617'CABLE WARNING POST, 2.4 METERS (7.8 FT) SOUTHWEST OF A POWERLINE POLE,
 TE1617'14.0 METERS (46.0 FT) EAST OF THE APPROXIMATE CENTER OF A BAR DITCH
 TE1617'CROSSOVER, AND 29.6 METERS (97.0 FT) NORTH OF THE CENTERLINE OF THE
 TE1617'WESTBOUND LANES OF THE HIGHWAY.
 TE1617'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 TE1617'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1915 ***********************************************************************
 TF1915  DESIGNATION -  D 472
 TF1915  PID         -  TF1915
 TF1915  STATE/COUNTY-  ND/MCHENRY
 TF1915  USGS QUAD   -  NORWICH (1949)
 TF1915
 TF1915                         *CURRENT SURVEY CONTROL
 TF1915  ___________________________________________________________________
 TF1915* NAD 83(1986)-  48 14 25.     (N)    100 53 11.     (W)     SCALED    
 TF1915* NAVD 88     -       463.060  (meters)    1519.22   (feet)  ADJUSTED  
 TF1915  ___________________________________________________________________
 TF1915  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 TF1915  DYNAMIC HT  -         463.141 (meters)    1519.49  (feet)  COMP
 TF1915  MODELED GRAV-     980,770.8   (mgal)                       NAVD 88
 TF1915
 TF1915  VERT ORDER  -  FIRST     CLASS II
 TF1915
 TF1915.The horizontal coordinates were scaled from a topographic map and have
 TF1915.an estimated accuracy of +/- 6 seconds.
 TF1915
 TF1915.The orthometric height was determined by differential leveling
 TF1915.and adjusted by the National Geodetic Survey in June 1991..
 TF1915
 TF1915.The geoid height was determined by GEOID03.
 TF1915
 TF1915.The dynamic height is computed by dividing the NAVD 88
 TF1915.geopotential number by the normal gravity value computed on the
 TF1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1915.degrees latitude (g = 980.6199 gals.).
 TF1915
 TF1915.The modeled gravity was interpolated from observed gravity values.
 TF1915
 TF1915;                    North         East    Units  Estimated Accuracy
 TF1915;SPC ND N     -   137,970.      571,300.      MT  (+/- 180 meters Scaled)
 TF1915
 TF1915                          SUPERSEDED SURVEY CONTROL
 TF1915
 TF1915.No superseded survey control is available for this station.
 TF1915
 TF1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU599447(NAD 83)
 TF1915_MARKER: I = METAL ROD
 TF1915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1915_SP_SET: STAINLESS STEEL ROD
 TF1915_STAMPING: D 472 1982
 TF1915_MARK LOGO: NGS   
 TF1915_PROJECTION: FLUSH
 TF1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1915_ROD/PIPE-DEPTH: 9.7  meters
 TF1915
 TF1915  HISTORY     - Date     Condition        Report By
 TF1915  HISTORY     - 1982     MONUMENTED       NGS
 TF1915
 TF1915                          STATION DESCRIPTION
 TF1915
 TF1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1915'6.4 KM (4.0 MI) WEST FROM GRANVILLE.
 TF1915'6.4 KM (4.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF A
 TF1915'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, SET AT A
 TF1915'SECTION LINE ROAD, 38.1 METERS (125.0 FT) NORTH OF THE CENTERLINE OF
 TF1915'THE HIGHWAY, 14.3 METERS (47.0 FT) WEST OF THE CENTER OF A GRAVEL
 TF1915'ROAD, 1.1 METERS (3.9 FT) NORTH OF A POWERPOLE, 4.5 METERS (15.0 FT)
 TF1915'SOUTH OF A POWER POLE GUY WIRE, 0.6 METER (2.0 FT) NORTH OF A BRACED
 TF1915'CORNER FENCE POST, AND 0.3 METER (1.0 FT) EAST OF A FENCE.
 TF1915'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1915'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0438 ***********************************************************************
 RQ0438  DESIGNATION -  D 473
 RQ0438  PID         -  RQ0438
 RQ0438  STATE/COUNTY-  ND/STUTSMAN
 RQ0438  USGS QUAD   -  ELDRIDGE (1990)
 RQ0438
 RQ0438                         *CURRENT SURVEY CONTROL
 RQ0438  ___________________________________________________________________
 RQ0438* NAD 83(1986)-  46 53 34.     (N)    098 46 33.     (W)     SCALED    
 RQ0438* NAVD 88     -       463.717  (meters)    1521.38   (feet)  ADJUSTED  
 RQ0438  ___________________________________________________________________
 RQ0438  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 RQ0438  DYNAMIC HT  -         463.736 (meters)    1521.44  (feet)  COMP
 RQ0438  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RQ0438
 RQ0438  VERT ORDER  -  FIRST     CLASS II
 RQ0438
 RQ0438.The horizontal coordinates were scaled from a topographic map and have
 RQ0438.an estimated accuracy of +/- 6 seconds.
 RQ0438
 RQ0438.The orthometric height was determined by differential leveling
 RQ0438.and adjusted by the National Geodetic Survey in June 1991..
 RQ0438
 RQ0438.The geoid height was determined by GEOID03.
 RQ0438
 RQ0438.The dynamic height is computed by dividing the NAVD 88
 RQ0438.geopotential number by the normal gravity value computed on the
 RQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0438.degrees latitude (g = 980.6199 gals.).
 RQ0438
 RQ0438.The modeled gravity was interpolated from observed gravity values.
 RQ0438
 RQ0438;                    North         East    Units  Estimated Accuracy
 RQ0438;SPC ND S     -   137,730.      731,380.      MT  (+/- 180 meters Scaled)
 RQ0438
 RQ0438                          SUPERSEDED SURVEY CONTROL
 RQ0438
 RQ0438.No superseded survey control is available for this station.
 RQ0438
 RQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS170932(NAD 83)
 RQ0438_MARKER: I = METAL ROD
 RQ0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0438_SP_SET: STAINLESS STEEL ROD
 RQ0438_STAMPING: D 473 1982
 RQ0438_MARK LOGO: NGS   
 RQ0438_PROJECTION: FLUSH
 RQ0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0438_ROD/PIPE-DEPTH: 7.3  meters
 RQ0438
 RQ0438  HISTORY     - Date     Condition        Report By
 RQ0438  HISTORY     - 1982     MONUMENTED       NGS
 RQ0438
 RQ0438                          STATION DESCRIPTION
 RQ0438
 RQ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0438'4.7 KM (2.9 MI) WEST FROM JAMESTOWN.
 RQ0438'4.7 KM (2.9 MI) WEST ALONG INTERSTATE 94 FROM THE INTERSECTION OF U.S.
 RQ0438'HIGHWAY 281 IN JAMESTOWN, AT TWO POWERLINE POLES, 1.3 METERS (4.5 FT)
 RQ0438'WEST OF POWER POLE NUMBER 43-2 (ONE OF TWO), 11.8 METERS (39.0 FT)
 RQ0438'EAST-SOUTHEAST OF A RIGHT OF WAY MARKER, 22.5 METERS (74.0 FT) EAST OF
 RQ0438'THE CENTER OF A GRAVEL ROAD, AND 42.9 METERS (141.0 FT) NORTH OF THE
 RQ0438'CENTERLINE OF THE FRONTAGE ROAD.
 RQ0438'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 RQ0438'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1612 ***********************************************************************
 TE1612  DESIGNATION -  D 474
 TE1612  PID         -  TE1612
 TE1612  STATE/COUNTY-  ND/BENSON
 TE1612  USGS QUAD   -  KNOX (1980)
 TE1612
 TE1612                         *CURRENT SURVEY CONTROL
 TE1612  ___________________________________________________________________
 TE1612* NAD 83(1986)-  48 20 25.     (N)    099 44 16.     (W)     SCALED    
 TE1612* NAVD 88     -       486.485  (meters)    1596.08   (feet)  ADJUSTED  
 TE1612  ___________________________________________________________________
 TE1612  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 TE1612  DYNAMIC HT  -         486.578 (meters)    1596.38  (feet)  COMP
 TE1612  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TE1612
 TE1612  VERT ORDER  -  FIRST     CLASS II
 TE1612
 TE1612.The horizontal coordinates were scaled from a topographic map and have
 TE1612.an estimated accuracy of +/- 6 seconds.
 TE1612
 TE1612.The orthometric height was determined by differential leveling
 TE1612.and adjusted by the National Geodetic Survey in June 1991..
 TE1612
 TE1612.The geoid height was determined by GEOID03.
 TE1612
 TE1612.The dynamic height is computed by dividing the NAVD 88
 TE1612.geopotential number by the normal gravity value computed on the
 TE1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1612.degrees latitude (g = 980.6199 gals.).
 TE1612
 TE1612.The modeled gravity was interpolated from observed gravity values.
 TE1612
 TE1612;                    North         East    Units  Estimated Accuracy
 TE1612;SPC ND N     -   149,300.      656,500.      MT  (+/- 180 meters Scaled)
 TE1612
 TE1612                          SUPERSEDED SURVEY CONTROL
 TE1612
 TE1612.No superseded survey control is available for this station.
 TE1612
 TE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU453543(NAD 83)
 TE1612_MARKER: I = METAL ROD
 TE1612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1612_SP_SET: STAINLESS STEEL ROD
 TE1612_STAMPING: D 474 1982
 TE1612_MARK LOGO: NGS   
 TE1612_PROJECTION: FLUSH
 TE1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1612_ROD/PIPE-DEPTH: 12.2 meters
 TE1612
 TE1612  HISTORY     - Date     Condition        Report By
 TE1612  HISTORY     - 1982     MONUMENTED       NGS
 TE1612  HISTORY     - 20000912 POOR             NDHD
 TE1612
 TE1612                          STATION DESCRIPTION
 TE1612
 TE1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1612'20.8 KM (12.9 MI) EAST FROM RUGBY.
 TE1612'20.8 KM (12.9 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1612'STATE ROUTE 3 IN RUGBY, ALSO, 24.6 KM (15.25 MI) WEST ALONG U.S.
 TE1612'HIGHWAY 2 FROM THE EAST ENTRANCE TO THE LEEDS HIGH SCHOOL IN LEEDS,
 TE1612'0.8 METER (2.5 FT) EAST OF A POWERLINE POLE, 38.1 METERS (125.0 FT)
 TE1612'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, AND
 TE1612'41.9 METERS (137.5 FT) EAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 TE1612'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TE1612'THE MARK IS 1.0 M BELOW HIGHWAY.
 TE1612
 TE1612                          STATION RECOVERY (2000)
 TE1612
 TE1612'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1612'STAMPED 'D474 1982'
 TE1612'HIT BY FARM MACHINERY - NOT USEABLE.
 TE1612' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1867 ***********************************************************************
 TF1867  DESIGNATION -  D 475
 TF1867  PID         -  TF1867
 TF1867  STATE/COUNTY-  ND/ROLETTE
 TF1867  USGS QUAD   -  FONDA (1955)
 TF1867
 TF1867                         *CURRENT SURVEY CONTROL
 TF1867  ___________________________________________________________________
 TF1867* NAD 83(1986)-  48 42 19.     (N)    100 02 15.     (W)     SCALED    
 TF1867* NAVD 88     -       476.608  (meters)    1563.67   (feet)  ADJUSTED  
 TF1867  ___________________________________________________________________
 TF1867  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF1867  DYNAMIC HT  -         476.726 (meters)    1564.06  (feet)  COMP
 TF1867  MODELED GRAV-     980,842.2   (mgal)                       NAVD 88
 TF1867
 TF1867  VERT ORDER  -  FIRST     CLASS II
 TF1867
 TF1867.The horizontal coordinates were scaled from a topographic map and have
 TF1867.an estimated accuracy of +/- 6 seconds.
 TF1867
 TF1867.The orthometric height was determined by differential leveling
 TF1867.and adjusted by the National Geodetic Survey in June 1991..
 TF1867
 TF1867.The geoid height was determined by GEOID03.
 TF1867
 TF1867.The dynamic height is computed by dividing the NAVD 88
 TF1867.geopotential number by the normal gravity value computed on the
 TF1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1867.degrees latitude (g = 980.6199 gals.).
 TF1867
 TF1867.The modeled gravity was interpolated from observed gravity values.
 TF1867
 TF1867;                    North         East    Units  Estimated Accuracy
 TF1867;SPC ND N     -   189,700.      634,040.      MT  (+/- 180 meters Scaled)
 TF1867
 TF1867                          SUPERSEDED SURVEY CONTROL
 TF1867
 TF1867.No superseded survey control is available for this station.
 TF1867
 TF1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU236952(NAD 83)
 TF1867_MARKER: I = METAL ROD
 TF1867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1867_SP_SET: STAINLESS STEEL ROD
 TF1867_STAMPING: D 475 1982
 TF1867_MARK LOGO: NGS   
 TF1867_PROJECTION: FLUSH
 TF1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1867_ROD/PIPE-DEPTH: 9.7  meters
 TF1867
 TF1867  HISTORY     - Date     Condition        Report By
 TF1867  HISTORY     - 1982     MONUMENTED       NGS
 TF1867
 TF1867                          STATION DESCRIPTION
 TF1867
 TF1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1867'11.9 KM (7.4 MI) SOUTH FROM DUNSEITH.
 TF1867'11.9 KM (7.4 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1867'STATE HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD,
 TF1867'55.4 METERS (182.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD,
 TF1867'30.6 METERS (100.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 TF1867'0.9 METER (2.9 FT) NORTH OF A POWERLINE POLE.
 TF1867'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1867'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1951 ***********************************************************************
 TF1951  DESIGNATION -  D 476
 TF1951  PID         -  TF1951
 TF1951  STATE/COUNTY-  ND/PIERCE
 TF1951  USGS QUAD   -  TUNBRIDGE (1980)
 TF1951
 TF1951                         *CURRENT SURVEY CONTROL
 TF1951  ___________________________________________________________________
 TF1951* NAD 83(1986)-  48 21 20.     (N)    100 06 24.     (W)     SCALED    
 TF1951* NAVD 88     -       457.595  (meters)    1501.29   (feet)  ADJUSTED  
 TF1951  ___________________________________________________________________
 TF1951  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TF1951  DYNAMIC HT  -         457.688 (meters)    1501.60  (feet)  COMP
 TF1951  MODELED GRAV-     980,798.4   (mgal)                       NAVD 88
 TF1951
 TF1951  VERT ORDER  -  FIRST     CLASS II
 TF1951
 TF1951.The horizontal coordinates were scaled from a topographic map and have
 TF1951.an estimated accuracy of +/- 6 seconds.
 TF1951
 TF1951.The orthometric height was determined by differential leveling
 TF1951.and adjusted by the National Geodetic Survey in June 1991..
 TF1951
 TF1951.The geoid height was determined by GEOID03.
 TF1951
 TF1951.The dynamic height is computed by dividing the NAVD 88
 TF1951.geopotential number by the normal gravity value computed on the
 TF1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1951.degrees latitude (g = 980.6199 gals.).
 TF1951
 TF1951.The modeled gravity was interpolated from observed gravity values.
 TF1951
 TF1951;                    North         East    Units  Estimated Accuracy
 TF1951;SPC ND N     -   150,790.      629,150.      MT  (+/- 180 meters Scaled)
 TF1951
 TF1951                          SUPERSEDED SURVEY CONTROL
 TF1951
 TF1951.No superseded survey control is available for this station.
 TF1951
 TF1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU180564(NAD 83)
 TF1951_MARKER: I = METAL ROD
 TF1951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1951_SP_SET: STAINLESS STEEL ROD
 TF1951_STAMPING: D 476 1982
 TF1951_MARK LOGO: NGS   
 TF1951_PROJECTION: FLUSH
 TF1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1951_ROD/PIPE-DEPTH: 4.8  meters
 TF1951
 TF1951  HISTORY     - Date     Condition        Report By
 TF1951  HISTORY     - 1982     MONUMENTED       NGS
 TF1951
 TF1951                          STATION DESCRIPTION
 TF1951
 TF1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1951'8.0 KM (5.0 MI) WEST FROM RUGBY.
 TF1951'8.0 KM (5.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1951'HIGHWAY 3 IN RUGBY, AT A SECTION LINE ROAD, 0.4 METER (1.5 FT) SOUTH
 TF1951'OF A FENCE, 1.8 METERS (6.0 FT) WEST OF A POWERLINE POLE, 3.3 METERS
 TF1951'(11.0 FT) WEST OF A BRACED CORNER FENCE POST, 17.3 METERS (57.0 FT)
 TF1951'WEST OF THE CENTER OF A GRAVEL ROAD, AND 30.1 METERS (99.0 FT) NORTH
 TF1951'OF THE CENTERLINE OF THE HIGHWAY.  NOTE, MARK DRIVEN TO REFUSAL.
 TF1951'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1951'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1165 ***********************************************************************
 SL1165  FBN         -  This is a Federal Base Network Control Station.
 SL1165  DESIGNATION -  D 477
 SL1165  PID         -  SL1165
 SL1165  STATE/COUNTY-  ND/GRAND FORKS
 SL1165  USGS QUAD   -  LARIMORE WEST (1963)
 SL1165
 SL1165                         *CURRENT SURVEY CONTROL
 SL1165  ___________________________________________________________________
 SL1165* NAD 83(1996)-  47 56 50.34253(N)    097 42 37.41158(W)     ADJUSTED  
 SL1165* NAVD 88     -       346.427  (meters)    1136.57   (feet)  ADJUSTED  
 SL1165  ___________________________________________________________________
 SL1165  X           -    -574,268.249 (meters)                     COMP
 SL1165  Y           -  -4,241,585.369 (meters)                     COMP
 SL1165  Z           -   4,713,192.777 (meters)                     COMP
 SL1165  LAPLACE CORR-          -8.81  (seconds)                    DEFLEC99
 SL1165  ELLIP HEIGHT-         320.61  (meters)          (04/07/03) GPS OBS
 SL1165  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SL1165  DYNAMIC HT  -         346.484 (meters)    1136.76  (feet)  COMP
 SL1165  MODELED GRAV-     980,767.6   (mgal)                       NAVD 88
 SL1165
 SL1165  HORZ ORDER  -  B
 SL1165  VERT ORDER  -  FIRST     CLASS II
 SL1165  ELLP ORDER  -  THIRD     CLASS II
 SL1165
 SL1165.The horizontal coordinates were established by GPS observations
 SL1165.and adjusted by the National Geodetic Survey in August 1997..
 SL1165
 SL1165.The orthometric height was determined by differential leveling
 SL1165.and adjusted by the National Geodetic Survey in June 1991..
 SL1165
 SL1165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1165
 SL1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1165
 SL1165.The ellipsoidal height was determined by GPS observations
 SL1165.and is referenced to NAD 83.
 SL1165
 SL1165.The geoid height was determined by GEOID03.
 SL1165
 SL1165.The dynamic height is computed by dividing the NAVD 88
 SL1165.geopotential number by the normal gravity value computed on the
 SL1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1165.degrees latitude (g = 980.6199 gals.).
 SL1165
 SL1165.The modeled gravity was interpolated from observed gravity values.
 SL1165
 SL1165;                    North         East     Units Scale Factor Converg.
 SL1165;SPC ND N     -   109,097.506   808,328.978   MT  0.99993871   +2 04 33.0
 SL1165;SPC ND N     -   357,931.45  2,651,997.96   iFT  0.99993871   +2 04 33.0
 SL1165;UTM  14      - 5,311,249.548   596,296.026   MT  0.99971394   +0 57 27.5
 SL1165
 SL1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1165!SPC ND N     -   0.99994975  x   0.99993871  =   0.99988847
 SL1165!UTM  14      -   0.99994975  x   0.99971394  =   0.99966371
 SL1165
 SL1165                          SUPERSEDED SURVEY CONTROL
 SL1165
 SL1165  ELLIP H (08/29/97)  320.63   (m)                       GP(       ) 3 2
 SL1165  NAVD 88 (08/29/97)  346.43   (m)         1136.6    (f) LEVELING    3  
 SL1165
 SL1165.Superseded values are not recommended for survey control.
 SL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1165.See file dsdata.txt to determine how the superseded data were derived.
 SL1165
 SL1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU9629611250(NAD 83)
 SL1165_MARKER: DB = BENCH MARK DISK
 SL1165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1165_SP_SET: STAINLESS STEEL ROD
 SL1165_STAMPING: D 477 1982
 SL1165_MARK LOGO: NGS   
 SL1165_PROJECTION: FLUSH
 SL1165_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1165+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 SL1165_ROD/PIPE-DEPTH: 8.5  meters
 SL1165
 SL1165  HISTORY     - Date     Condition        Report By
 SL1165  HISTORY     - 1982     MONUMENTED       NGS
 SL1165  HISTORY     - 19961003 GOOD             NGS
 SL1165  HISTORY     - 20000911 GOOD             NDWC
 SL1165  HISTORY     - 20020520 GOOD             NGS
 SL1165
 SL1165                          STATION DESCRIPTION
 SL1165
 SL1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1165'11.4 KM (7.05 MI) NW FROM LARIMORE.
 SL1165'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1165'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1165'6.6 KM (4.1 MI) WEST ALONG HIGHWAY 2 TO THE MARK AT THE SOUTHWEST
 SL1165'CORNER OF A COUNTY ROAD INTERSECTION, 41.1 METERS (135.0 FT) WEST OF
 SL1165'THE CENTER OF THE COUNTY ROAD, 30.3 METERS (99.4 FT) SOUTHWEST OF A
 SL1165'3.0 FOOT DIAMETER CULVERT UNDER THE HIGHWAY, 29.6 METERS (98.0 FT)
 SL1165'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY, AND
 SL1165'0.45 METERS (1.6 FT) EAST OF A CONCRETE RIGHT OF WAY MARKER.
 SL1165'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SL1165'THE MARK IS 0.6 M ABOVE HIGHWAY.
 SL1165
 SL1165                          STATION RECOVERY (1996)
 SL1165
 SL1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 SL1165'THE STATION IS LOCATED ABOUT 48 KM (29.80 MI) WEST OF GRAND FORKS, 6
 SL1165'KM (3.70 MI) NORTHWEST OF LARIMORE IN THE SOUTHWEST QUADRANT OF THE
 SL1165'JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 20 SOUTH, AND ON THE
 SL1165'HIGHWAY RIGHT-OF-WAY.  OWNERSHIP -- NORTH DAKOTA DEPARTMENT OF
 SL1165'TRANSPORTATION.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND
 SL1165'STATE HIGHWAY 18 ABOUT 6 KM (3.70 MI) NORTH OF LARIMORE, GO WEST ON
 SL1165'HIGHWAY 2 FOR 6.52 KM (4.05 MI) TO THE STATION ON THE LEFT.  THE
 SL1165'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS ROD ENCASED IN A
 SL1165'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM
 SL1165'BELOW THE GROUND.  IT IS 40.5 M (132.9 FT) WEST OF THE CENTER OF
 SL1165'COUNTY ROAD 20, 31.1 M (102.0 FT) SOUTH OF THE EAST-BOUND LANES OF THE
 SL1165'HIGHWAY, 30.4 M (99.7 FT) SOUTHWEST OF THE CENTER OF THE TOP OF THE
 SL1165'SOUTH END OF A 1.4 M (4.6 FT) DIAMETER CONCRETE CULVERT, 0.9 M (3.0
 SL1165'FT) EAST OF A NO MOWING RIGHT-OF-WAY SIGN, 0.4 M (1.3 FT) EAST OF A 1
 SL1165'M (3.3 FT) TALL CONCRETE RIGHT-OF-WAY POST AND 0.3 M (1.0 FT) NORTH OF
 SL1165'A FIBERGLASS WITNESS POST.
 SL1165
 SL1165                          STATION RECOVERY (2000)
 SL1165
 SL1165'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 SL1165'RECOVERED IN GOOD CONDITION.
 SL1165
 SL1165                          STATION RECOVERY (2002)
 SL1165
 SL1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SL1165'RECOVERED AS DESCRIBED.
 SL1165'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1562 ***********************************************************************
 TE1562  DESIGNATION -  D 478
 TE1562  PID         -  TE1562
 TE1562  STATE/COUNTY-  ND/RAMSEY
 TE1562  USGS QUAD   -  DOYON (1971)
 TE1562
 TE1562                         *CURRENT SURVEY CONTROL
 TE1562  ___________________________________________________________________
 TE1562* NAD 83(1986)-  48 03 01.     (N)    098 36 59.     (W)     SCALED    
 TE1562* NAVD 88     -       452.062  (meters)    1483.14   (feet)  ADJUSTED  
 TE1562  ___________________________________________________________________
 TE1562  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 TE1562  DYNAMIC HT  -         452.133 (meters)    1483.37  (feet)  COMP
 TE1562  MODELED GRAV-     980,755.3   (mgal)                       NAVD 88
 TE1562
 TE1562  VERT ORDER  -  FIRST     CLASS II
 TE1562
 TE1562.The horizontal coordinates were scaled from a topographic map and have
 TE1562.an estimated accuracy of +/- 6 seconds.
 TE1562
 TE1562.The orthometric height was determined by differential leveling
 TE1562.and adjusted by the National Geodetic Survey in June 1991..
 TE1562
 TE1562.The geoid height was determined by GEOID03.
 TE1562
 TE1562.The dynamic height is computed by dividing the NAVD 88
 TE1562.geopotential number by the normal gravity value computed on the
 TE1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1562.degrees latitude (g = 980.6199 gals.).
 TE1562
 TE1562.The modeled gravity was interpolated from observed gravity values.
 TE1562
 TE1562;                    North         East    Units  Estimated Accuracy
 TE1562;SPC ND N     -   118,490.      740,410.      MT  (+/- 180 meters Scaled)
 TE1562
 TE1562                          SUPERSEDED SURVEY CONTROL
 TE1562
 TE1562.No superseded survey control is available for this station.
 TE1562
 TE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU285219(NAD 83)
 TE1562_MARKER: I = METAL ROD
 TE1562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1562_SP_SET: STAINLESS STEEL ROD
 TE1562_STAMPING: D 478 1982
 TE1562_MARK LOGO: NGS   
 TE1562_PROJECTION: FLUSH
 TE1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1562_ROD/PIPE-DEPTH: 4.2  meters
 TE1562
 TE1562  HISTORY     - Date     Condition        Report By
 TE1562  HISTORY     - 1982     MONUMENTED       NGS
 TE1562
 TE1562                          STATION DESCRIPTION
 TE1562
 TE1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1562'21.7 KM (13.4 MI) WEST FROM LAKOTA.
 TE1562'21.7 KM (13.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1562'COUNTY ROAD 1 IN LAKOTA, AT A GRAVEL ROAD CROSSING, 31.3 METERS
 TE1562'(103.5 FT) EAST OF THE CENTER OF THE ROAD, 50.2 METERS (165.0 FT)
 TE1562'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY,
 TE1562'32.3 METERS (106.0 FT) NORTHEAST OF A PIPE CULVERT UNDER THE ROAD, AND
 TE1562'0.6 METER (2.0 FT) EAST OF A RIGHT-OF-WAY MARKER.
 TE1562'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1562'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1566 ***********************************************************************
 TE1566  DESIGNATION -  D 478 X
 TE1566  PID         -  TE1566
 TE1566  STATE/COUNTY-  ND/RAMSEY
 TE1566  USGS QUAD   -  CRARY (1994)
 TE1566
 TE1566                         *CURRENT SURVEY CONTROL
 TE1566  ___________________________________________________________________
 TE1566* NAD 83(1986)-  48 03 05.     (N)    098 42 13.     (W)     SCALED    
 TE1566* NAVD 88     -       458.502  (meters)    1504.27   (feet)  ADJUSTED  
 TE1566  ___________________________________________________________________
 TE1566  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE1566  DYNAMIC HT  -         458.576 (meters)    1504.51  (feet)  COMP
 TE1566  MODELED GRAV-     980,759.5   (mgal)                       NAVD 88
 TE1566
 TE1566  VERT ORDER  -  FIRST     CLASS II
 TE1566
 TE1566.The horizontal coordinates were scaled from a topographic map and have
 TE1566.an estimated accuracy of +/- 6 seconds.
 TE1566
 TE1566.The orthometric height was determined by differential leveling
 TE1566.and adjusted by the National Geodetic Survey in June 1991..
 TE1566
 TE1566.The geoid height was determined by GEOID03.
 TE1566
 TE1566.The dynamic height is computed by dividing the NAVD 88
 TE1566.geopotential number by the normal gravity value computed on the
 TE1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1566.degrees latitude (g = 980.6199 gals.).
 TE1566
 TE1566.The modeled gravity was interpolated from observed gravity values.
 TE1566
 TE1566;                    North         East    Units  Estimated Accuracy
 TE1566;SPC ND N     -   118,460.      733,900.      MT  (+/- 180 meters Scaled)
 TE1566
 TE1566                          SUPERSEDED SURVEY CONTROL
 TE1566
 TE1566.No superseded survey control is available for this station.
 TE1566
 TE1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU220220(NAD 83)
 TE1566_MARKER: I = METAL ROD
 TE1566_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1566_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1566_STAMPING: D 478 X 1982
 TE1566_MARK LOGO: NGS   
 TE1566_PROJECTION: RECESSED 3 CENTIMETERS
 TE1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1566+STABILITY: POSITION/ELEVATION WELL
 TE1566_ROD/PIPE-DEPTH: 17.0 meters
 TE1566_SLEEVE-DEPTH  : 10.6 meters
 TE1566
 TE1566  HISTORY     - Date     Condition        Report By
 TE1566  HISTORY     - 1982     MONUMENTED       NGS
 TE1566
 TE1566                          STATION DESCRIPTION
 TE1566
 TE1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1566'14.7 KM (9.15 MI) EAST FROM DEVILS LAKE.
 TE1566'14.7 KM (9.15 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1566'HIGHWAY 20 IN DEVILS LAKE, SET IN THE LAWN OF THE HIGHWAY REST AREA,
 TE1566'4.7 METERS (15.5 FT) NORTH OF THE NORTH CURB OF THE REST AREA PARKING
 TE1566'LOT, 12.8 METERS (42.0 FT) EAST SOUTHEAST OF THE MOST SOUTHERLY
 TE1566'SOUTHEAST CORNER OF THE REST ROOMS, 12.1 METERS (40.0 FT) SOUTHEAST OF
 TE1566'THE SOUTHEAST CORNER OF A LARGE ELECTRIC BOX, 5.4 METERS (18.0 FT)
 TE1566'SOUTHEAST OF A 0.3 METER (1.0 FT) IN DIAMETER TREE, 3.8 METERS
 TE1566'(12.5 FT) EAST OF THE EAST LEG OF THE REST AREA BILLBOARD, 4.2 METERS
 TE1566'(14.0 FT) NORTHWEST OF A LIGHT POLE, AND 12.4 METERS (41.0 FT) WEST
 TE1566'SOUTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION FOR A PICNIC TABLE
 TE1566'AND SHELTER.  NOTE, DATUM POINT STAMPED D 478.
 TE1566'THE MARK IS 0.15 M ABOVE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0495 ***********************************************************************
 SL0495  DESIGNATION -  D 48
 SL0495  PID         -  SL0495
 SL0495  STATE/COUNTY-  ND/TRAILL
 SL0495  USGS QUAD   -  HILLSBORO (1984)
 SL0495
 SL0495                         *CURRENT SURVEY CONTROL
 SL0495  ___________________________________________________________________
 SL0495* NAD 83(1986)-  47 25 31.     (N)    097 03 53.     (W)     SCALED    
 SL0495* NAVD 88     -       275.815  (meters)     904.90   (feet)  ADJUSTED  
 SL0495  ___________________________________________________________________
 SL0495  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 SL0495  DYNAMIC HT  -         275.854 (meters)     905.03  (feet)  COMP
 SL0495  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 SL0495
 SL0495  VERT ORDER  -  SECOND    CLASS 0
 SL0495
 SL0495.The horizontal coordinates were scaled from a topographic map and have
 SL0495.an estimated accuracy of +/- 6 seconds.
 SL0495
 SL0495.The orthometric height was determined by differential leveling
 SL0495.and adjusted by the National Geodetic Survey in June 1991..
 SL0495
 SL0495.The geoid height was determined by GEOID03.
 SL0495
 SL0495.The dynamic height is computed by dividing the NAVD 88
 SL0495.geopotential number by the normal gravity value computed on the
 SL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0495.degrees latitude (g = 980.6199 gals.).
 SL0495
 SL0495.The modeled gravity was interpolated from observed gravity values.
 SL0495
 SL0495;                    North         East    Units  Estimated Accuracy
 SL0495;SPC ND N     -    53,060.      859,110.      MT  (+/- 180 meters Scaled)
 SL0495
 SL0495                          SUPERSEDED SURVEY CONTROL
 SL0495
 SL0495  NGVD 29 (??/??/92)  275.459  (m)          903.74   (f) ADJ UNCH    2 0
 SL0495
 SL0495.Superseded values are not recommended for survey control.
 SL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0495.See file dsdata.txt to determine how the superseded data were derived.
 SL0495
 SL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT459542(NAD 83)
 SL0495_MARKER: DB = BENCH MARK DISK
 SL0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0495_STAMPING: D-48 1934
 SL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0495+STABILITY: SURFACE MOTION
 SL0495
 SL0495  HISTORY     - Date     Condition        Report By
 SL0495  HISTORY     - 1934     MONUMENTED       CGS
 SL0495  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0495
 SL0495                          STATION DESCRIPTION
 SL0495
 SL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0495'1.6 MI N FROM HILLSBORO.
 SL0495'1.6 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE COURTHOUSE
 SL0495'AT HILLSBORO, TRAILL COUNTY, ABOUT 5 POLES SOUTH OF MILEPOST 64, AT A
 SL0495'PUBLIC-ROAD CROSSING, ABOUT 60 FEET NORTH OF THE ROAD, 66 FEET WEST OF
 SL0495'THE CENTER LINE OF THE TRACK, 6 FEET SOUTHEAST OF A POLE, AND ABOUT 3
 SL0495'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED D 48 1934 AND SET
 SL0495'IN THE TOP OF A CONCRETE POST.
 SL0495
 SL0495                          STATION RECOVERY (1963)
 SL0495
 SL0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0985 ***********************************************************************
 SM0985  DESIGNATION -  D 480
 SM0985  PID         -  SM0985
 SM0985  STATE/COUNTY-  ND/BENSON
 SM0985  USGS QUAD   -  OBERON (1986)
 SM0985
 SM0985                         *CURRENT SURVEY CONTROL
 SM0985  ___________________________________________________________________
 SM0985* NAD 83(1986)-  47 58 41.     (N)    099 12 43.     (W)     SCALED    
 SM0985* NAVD 88     -       475.554  (meters)    1560.21   (feet)  ADJUSTED  
 SM0985  ___________________________________________________________________
 SM0985  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 SM0985  DYNAMIC HT  -         475.625 (meters)    1560.45  (feet)  COMP
 SM0985  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 SM0985
 SM0985  VERT ORDER  -  FIRST     CLASS II
 SM0985
 SM0985.The horizontal coordinates were scaled from a topographic map and have
 SM0985.an estimated accuracy of +/- 6 seconds.
 SM0985
 SM0985.The orthometric height was determined by differential leveling
 SM0985.and adjusted by the National Geodetic Survey in June 1991..
 SM0985
 SM0985.The geoid height was determined by GEOID03.
 SM0985
 SM0985.The dynamic height is computed by dividing the NAVD 88
 SM0985.geopotential number by the normal gravity value computed on the
 SM0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0985.degrees latitude (g = 980.6199 gals.).
 SM0985
 SM0985.The modeled gravity was interpolated from observed gravity values.
 SM0985
 SM0985;                    North         East    Units  Estimated Accuracy
 SM0985;SPC ND N     -   109,550.      696,150.      MT  (+/- 180 meters Scaled)
 SM0985
 SM0985                          SUPERSEDED SURVEY CONTROL
 SM0985
 SM0985  NGVD 29 (04/23/90)  475.183  (m)         1559.00   (f) ADJUSTED    1 2
 SM0985
 SM0985.Superseded values are not recommended for survey control.
 SM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0985.See file dsdata.txt to determine how the superseded data were derived.
 SM0985
 SM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU841138(NAD 83)
 SM0985_MARKER: I = METAL ROD
 SM0985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0985_SP_SET: STAINLESS STEEL ROD
 SM0985_STAMPING: D 480 1982
 SM0985_MARK LOGO: NGS   
 SM0985_PROJECTION: FLUSH
 SM0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0985_ROD/PIPE-DEPTH: 6.09 meters
 SM0985
 SM0985  HISTORY     - Date     Condition        Report By
 SM0985  HISTORY     - 1982     MONUMENTED       NGS
 SM0985
 SM0985                          STATION DESCRIPTION
 SM0985
 SM0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0985'6.1 KM (3.8 MI) NORTH FROM OBERON.
 SM0985'6.1 KM (3.8 MI) NORTH ALONG (OLD) U.S. HIGHWAY 281 FROM OBERON TO A
 SM0985'CROSSROAD AND (NEW) U.S. HIGHWAY 281 AND THE MARK NEAR THE CROSSROAD,
 SM0985'107.6 METERS (353.0 FT) NORTH OF THE CENTER OF AN EAST-WEST COUNTRY
 SM0985'ROAD, 64.3 METERS (211.0 FT) SOUTHWEST OF THE CENTERLINE OF (NEW) U.S.
 SM0985'HIGHWAY 281, 11.3 METERS (37.0 FT) EAST OF THE CENTERLINE OF (OLD)
 SM0985'U.S. HIGHWAY 281, AND 0.8 METER (2.6 FT) NORTH OF A POWERLINE POLE.
 SM0985'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM0985'THE MARK IS 1.8 M BELOW (OLD) HIGHWAY 281.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1007 ***********************************************************************
 SM1007  DESIGNATION -  D 481
 SM1007  PID         -  SM1007
 SM1007  STATE/COUNTY-  ND/EDDY
 SM1007  USGS QUAD   -  NEW ROCKFORD (1986)
 SM1007
 SM1007                         *CURRENT SURVEY CONTROL
 SM1007  ___________________________________________________________________
 SM1007* NAD 83(1986)-  47 43 32.     (N)    099 07 34.     (W)     SCALED    
 SM1007* NAVD 88     -       470.006  (meters)    1542.01   (feet)  ADJUSTED  
 SM1007  ___________________________________________________________________
 SM1007  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SM1007  DYNAMIC HT  -         470.058 (meters)    1542.18  (feet)  COMP
 SM1007  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SM1007
 SM1007  VERT ORDER  -  FIRST     CLASS II
 SM1007
 SM1007.The horizontal coordinates were scaled from a topographic map and have
 SM1007.an estimated accuracy of +/- 6 seconds.
 SM1007
 SM1007.The orthometric height was determined by differential leveling
 SM1007.and adjusted by the National Geodetic Survey in June 1991..
 SM1007
 SM1007.The geoid height was determined by GEOID03.
 SM1007
 SM1007.The dynamic height is computed by dividing the NAVD 88
 SM1007.geopotential number by the normal gravity value computed on the
 SM1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1007.degrees latitude (g = 980.6199 gals.).
 SM1007
 SM1007.The modeled gravity was interpolated from observed gravity values.
 SM1007
 SM1007;                    North         East    Units  Estimated Accuracy
 SM1007;SPC ND N     -    81,590.      703,060.      MT  (+/- 180 meters Scaled)
 SM1007
 SM1007                          SUPERSEDED SURVEY CONTROL
 SM1007
 SM1007  NGVD 29 (04/23/90)  469.615  (m)         1540.73   (f) ADJUSTED    1 2
 SM1007
 SM1007.Superseded values are not recommended for survey control.
 SM1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1007.See file dsdata.txt to determine how the superseded data were derived.
 SM1007
 SM1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT905858(NAD 83)
 SM1007_MARKER: I = METAL ROD
 SM1007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1007_SP_SET: STAINLESS STEEL ROD
 SM1007_STAMPING: D 481 1982
 SM1007_MARK LOGO: NGS   
 SM1007_PROJECTION: FLUSH
 SM1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1007_ROD/PIPE-DEPTH: 5.1  meters
 SM1007
 SM1007  HISTORY     - Date     Condition        Report By
 SM1007  HISTORY     - 1982     MONUMENTED       NGS
 SM1007
 SM1007                          STATION DESCRIPTION
 SM1007
 SM1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1007'6.5 KM (4.05 MI) NORTH FROM NEW ROCKFORD.
 SM1007'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1007'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 5.4 KM (3.35 MI)
 SM1007'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK, ON THE WEST SIDE OF THE
 SM1007'HIGHWAY, 30.2 METERS (99.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1007'AND 0.76 METERS (2.5 FT) NORTH OF A METAL RIGHT-OF-WAY MARKER.
 SM1007'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SM1007'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1032 ***********************************************************************
 SM1032  DESIGNATION -  D 482
 SM1032  PID         -  SM1032
 SM1032  STATE/COUNTY-  ND/FOSTER
 SM1032  USGS QUAD   -  MELVILLE (1986)
 SM1032
 SM1032                         *CURRENT SURVEY CONTROL
 SM1032  ___________________________________________________________________
 SM1032* NAD 83(1986)-  47 20 28.     (N)    099 02 35.     (W)     SCALED    
 SM1032* NAVD 88     -       487.181  (meters)    1598.36   (feet)  ADJUSTED  
 SM1032  ___________________________________________________________________
 SM1032  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 SM1032  DYNAMIC HT  -         487.224 (meters)    1598.50  (feet)  COMP
 SM1032  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 SM1032
 SM1032  VERT ORDER  -  FIRST     CLASS II
 SM1032
 SM1032.The horizontal coordinates were scaled from a topographic map and have
 SM1032.an estimated accuracy of +/- 6 seconds.
 SM1032
 SM1032.The orthometric height was determined by differential leveling
 SM1032.and adjusted by the National Geodetic Survey in June 1991..
 SM1032
 SM1032.The geoid height was determined by GEOID03.
 SM1032
 SM1032.The dynamic height is computed by dividing the NAVD 88
 SM1032.geopotential number by the normal gravity value computed on the
 SM1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1032.degrees latitude (g = 980.6199 gals.).
 SM1032
 SM1032.The modeled gravity was interpolated from observed gravity values.
 SM1032
 SM1032;                    North         East    Units  Estimated Accuracy
 SM1032;SPC ND N     -    38,970.      710,100.      MT  (+/- 180 meters Scaled)
 SM1032
 SM1032                          SUPERSEDED SURVEY CONTROL
 SM1032
 SM1032  NGVD 29 (04/23/90)  486.799  (m)         1597.11   (f) ADJUSTED    1 2
 SM1032
 SM1032.Superseded values are not recommended for survey control.
 SM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1032.See file dsdata.txt to determine how the superseded data were derived.
 SM1032
 SM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT967430(NAD 83)
 SM1032_MARKER: I = METAL ROD
 SM1032_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1032_SP_SET: STAINLESS STEEL ROD
 SM1032_STAMPING: D 482 1982
 SM1032_MARK LOGO: NGS   
 SM1032_PROJECTION: FLUSH
 SM1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1032_ROD/PIPE-DEPTH: 7.3  meters
 SM1032
 SM1032  HISTORY     - Date     Condition        Report By
 SM1032  HISTORY     - 1982     MONUMENTED       NGS
 SM1032
 SM1032                          STATION DESCRIPTION
 SM1032
 SM1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1032'14.2 KM (8.85 MI) SE FROM CARRINGTON.
 SM1032'14.2 KM (8.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1032'OF STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON, AT A
 SM1032'A SECTION LINE ROAD, 50.29 METERS (165.0 FT) WEST-SOUTHWEST OF THE
 SM1032'CENTERLINE OF THE HIGHWAY, 17.53 METERS (57.5 FT) NORTHWEST OF AN
 SM1032'UNDERGROUND CABLE ROUTE WARNING SIGN, 13.72 METERS (45.0 FT)
 SM1032'WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 13.11 METERS
 SM1032'(43.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 9.60 METERS
 SM1032'(31.5 FT) SOUTH-SOUTHWEST OF A RAILROAD CROSSING SIGN, 0.76 METERS
 SM1032'(2.5 FT) NORTH OF A BRACED CORNER FENCE POST, AND 0.76 METERS (2.5 FT)
 SM1032'NORTHEAST OF A FENCE LINE.
 SM1032'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SM1032'THE MARK IS 1.0 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1053 ***********************************************************************
 SM1053  DESIGNATION -  D 483
 SM1053  PID         -  SM1053
 SM1053  STATE/COUNTY-  ND/STUTSMAN
 SM1053  USGS QUAD   -  BUCHANAN (1990)
 SM1053
 SM1053                         *CURRENT SURVEY CONTROL
 SM1053  ___________________________________________________________________
 SM1053* NAD 83(1986)-  47 03 56.     (N)    098 49 26.     (W)     SCALED    
 SM1053* NAVD 88     -       473.310  (meters)    1552.85   (feet)  ADJUSTED  
 SM1053  ___________________________________________________________________
 SM1053  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 SM1053  DYNAMIC HT  -         473.336 (meters)    1552.94  (feet)  COMP
 SM1053  MODELED GRAV-     980,654.4   (mgal)                       NAVD 88
 SM1053
 SM1053  VERT ORDER  -  FIRST     CLASS II
 SM1053
 SM1053.The horizontal coordinates were scaled from a topographic map and have
 SM1053.an estimated accuracy of +/- 6 seconds.
 SM1053
 SM1053.The orthometric height was determined by differential leveling
 SM1053.and adjusted by the National Geodetic Survey in June 1991..
 SM1053
 SM1053.The geoid height was determined by GEOID03.
 SM1053
 SM1053.The dynamic height is computed by dividing the NAVD 88
 SM1053.geopotential number by the normal gravity value computed on the
 SM1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1053.degrees latitude (g = 980.6199 gals.).
 SM1053
 SM1053.The modeled gravity was interpolated from observed gravity values.
 SM1053
 SM1053;                    North         East    Units  Estimated Accuracy
 SM1053;SPC ND S     -   156,860.      727,310.      MT  (+/- 180 meters Scaled)
 SM1053
 SM1053                          SUPERSEDED SURVEY CONTROL
 SM1053
 SM1053  NGVD 29 (04/23/90)  472.921  (m)         1551.58   (f) ADJUSTED    1 2
 SM1053
 SM1053.Superseded values are not recommended for survey control.
 SM1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1053.See file dsdata.txt to determine how the superseded data were derived.
 SM1053
 SM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT133124(NAD 83)
 SM1053_MARKER: I = METAL ROD
 SM1053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1053_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1053_STAMPING: D 483 1982
 SM1053_MARK LOGO: NGS   
 SM1053_PROJECTION: RECESSED 3 CENTIMETERS
 SM1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SM1053+STABILITY: POSITION/ELEVATION WELL
 SM1053_ROD/PIPE-DEPTH: 10.8 meters
 SM1053_SLEEVE-DEPTH  : 10.6 meters
 SM1053
 SM1053  HISTORY     - Date     Condition        Report By
 SM1053  HISTORY     - 1982     MONUMENTED       NGS
 SM1053
 SM1053                          STATION DESCRIPTION
 SM1053
 SM1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1053'0.6 KM (0.35 MI) NNE FROM BUCHANAN.
 SM1053'0.6 KM (0.35 MI) EAST ALONG COUNTY ROAD 42 FROM THE JUNCTION OF U.S.
 SM1053'HIGHWAY 281 IN BUCHANAN, AT THE BUCHANAN CEMETERY, IN THE APPROXIMATE
 SM1053'CENTER OF THE CEMETERY AND NEAR A RED BRICK FOUNDATION WITH A CROSS ON
 SM1053'TOP, 73.15 METERS (240.0 FT) SOUTH OF THE CENTER OF COUNTY ROAD 42,
 SM1053'40.54 METERS (133.0 FT) NORTH OF A LARGE LONE COTTONWOOD TREE,
 SM1053'18.44 METERS (60.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SM1053'BEAUMONT FAMILY TOMBSTONE, 6.71 METERS (22.0 FT) SOUTH OF THE CENTER
 SM1053'OF AN EAST-WEST DRIVEWAY, 2.29 METERS (7.5 FT) SOUTHEAST OF THE
 SM1053'SOUTHEAST CORNER OF THE MOST WESTERLY RED BRICK FLOWER BED,
 SM1053'1.98 METERS (6.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST
 SM1053'EASTERLY FLOWER BED, 1.37 METERS (4.5 FT) SOUTH OF THE SOUTH FACE OF
 SM1053'THE RED BRICK FOUNDATION WITH A CROSS ON TOP.
 SM1053'THE MARK IS 0.3 M BELOW COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0465 ***********************************************************************
 RQ0465  DESIGNATION -  D 484
 RQ0465  PID         -  RQ0465
 RQ0465  STATE/COUNTY-  ND/STUTSMAN
 RQ0465  USGS QUAD   -  MEDINA (1975)
 RQ0465
 RQ0465                         *CURRENT SURVEY CONTROL
 RQ0465  ___________________________________________________________________
 RQ0465* NAD 83(1986)-  46 52 43.     (N)    099 21 47.     (W)     SCALED    
 RQ0465* NAVD 88     -       539.930  (meters)    1771.42   (feet)  ADJUSTED  
 RQ0465  ___________________________________________________________________
 RQ0465  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RQ0465  DYNAMIC HT  -         539.949 (meters)    1771.48  (feet)  COMP
 RQ0465  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 RQ0465
 RQ0465  VERT ORDER  -  FIRST     CLASS II
 RQ0465
 RQ0465.The horizontal coordinates were scaled from a topographic map and have
 RQ0465.an estimated accuracy of +/- 6 seconds.
 RQ0465
 RQ0465.The orthometric height was determined by differential leveling
 RQ0465.and adjusted by the National Geodetic Survey in June 1991..
 RQ0465
 RQ0465.The geoid height was determined by GEOID03.
 RQ0465
 RQ0465.The dynamic height is computed by dividing the NAVD 88
 RQ0465.geopotential number by the normal gravity value computed on the
 RQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0465.degrees latitude (g = 980.6199 gals.).
 RQ0465
 RQ0465.The modeled gravity was interpolated from observed gravity values.
 RQ0465
 RQ0465;                    North         East    Units  Estimated Accuracy
 RQ0465;SPC ND S     -   135,340.      686,660.      MT  (+/- 180 meters Scaled)
 RQ0465
 RQ0465                          SUPERSEDED SURVEY CONTROL
 RQ0465
 RQ0465.No superseded survey control is available for this station.
 RQ0465
 RQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS723917(NAD 83)
 RQ0465_MARKER: I = METAL ROD
 RQ0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0465_SP_SET: STAINLESS STEEL ROD
 RQ0465_STAMPING: D 484 1982
 RQ0465_MARK LOGO: NGS   
 RQ0465_PROJECTION: FLUSH
 RQ0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0465_ROD/PIPE-DEPTH: 7.3  meters
 RQ0465
 RQ0465  HISTORY     - Date     Condition        Report By
 RQ0465  HISTORY     - 1982     MONUMENTED       NGS
 RQ0465
 RQ0465                          STATION DESCRIPTION
 RQ0465
 RQ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0465'6.9 KM (4.3 MI) WEST FROM MEDINA.
 RQ0465'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0465'BURLINGTON NORTHERN RAILROAD IN MEDINA, THENCE 4.9 KM (3.05 MI) WEST
 RQ0465'ALONG INTERSTATE HIGHWAY 94 TO THE MARK SET IN THE RIGHT OF WAY FENCE
 RQ0465'LINE OFFSET, 0.7 METER (2.5 FT) SOUTHEAST OF A CORNER FENCE POST,
 RQ0465'0.6 METER (2.0 FT) SOUTH OF A FENCE, 0.7 METER (2.5 FT) EAST OF A
 RQ0465'FENCE, 1.3 METERS (4.5 FT) SOUTHEAST OF A RIGHT OF WAY MARKER,
 RQ0465'18.7 METERS (61.5 FT) NORTH OF A BRACED CORNER FENCE POST, 51.8 METERS
 RQ0465'(170.0 FT) WEST OF A POWERLINE POLE WITH LINES CROSSING THE
 RQ0465'INTERSTATE, 76.7 METERS (245.0 FT) WEST OF THE CENTER OF AN OLD ROAD
 RQ0465'BED, AND 67.6 METERS (222.0 FT) NORTH OF THE CENTERLINE OF THE
 RQ0465'WESTBOUND LANES OF THE INTERSTATE.
 RQ0465'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0465'THE MARK IS 1.2 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0641 ***********************************************************************
 RR0641  DESIGNATION -  D 485
 RR0641  PID         -  RR0641
 RR0641  STATE/COUNTY-  ND/BURLEIGH
 RR0641  USGS QUAD   -  LAKE GENEVA (1975)
 RR0641
 RR0641                         *CURRENT SURVEY CONTROL
 RR0641  ___________________________________________________________________
 RR0641* NAD 83(1986)-  46 51 55.     (N)    100 05 54.     (W)     SCALED    
 RR0641* NAVD 88     -       560.008  (meters)    1837.29   (feet)  ADJUSTED  
 RR0641  ___________________________________________________________________
 RR0641  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RR0641  DYNAMIC HT  -         560.017 (meters)    1837.32  (feet)  COMP
 RR0641  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 RR0641
 RR0641  VERT ORDER  -  FIRST     CLASS II
 RR0641
 RR0641.The horizontal coordinates were scaled from a topographic map and have
 RR0641.an estimated accuracy of +/- 6 seconds.
 RR0641
 RR0641.The orthometric height was determined by differential leveling
 RR0641.and adjusted by the National Geodetic Survey in June 1991..
 RR0641
 RR0641.The geoid height was determined by GEOID03.
 RR0641
 RR0641.The dynamic height is computed by dividing the NAVD 88
 RR0641.geopotential number by the normal gravity value computed on the
 RR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0641.degrees latitude (g = 980.6199 gals.).
 RR0641
 RR0641.The modeled gravity was interpolated from observed gravity values.
 RR0641
 RR0641;                    North         East    Units  Estimated Accuracy
 RR0641;SPC ND S     -   133,310.      630,620.      MT  (+/- 180 meters Scaled)
 RR0641
 RR0641                          SUPERSEDED SURVEY CONTROL
 RR0641
 RR0641.No superseded survey control is available for this station.
 RR0641
 RR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS162907(NAD 83)
 RR0641_MARKER: I = METAL ROD
 RR0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0641_SP_SET: STAINLESS STEEL ROD
 RR0641_STAMPING: D 485 1982
 RR0641_MARK LOGO: NGS   
 RR0641_PROJECTION: FLUSH
 RR0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0641_ROD/PIPE-DEPTH: 7.3  meters
 RR0641
 RR0641  HISTORY     - Date     Condition        Report By
 RR0641  HISTORY     - 1982     MONUMENTED       NGS
 RR0641
 RR0641                          STATION DESCRIPTION
 RR0641
 RR0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0641'5.65 KM (3.5 MI) EAST FROM DRISCOLL.
 RR0641'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0641'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0641'HIGHWAY 94, THENCE 3.4 KM (2.1 MI) EAST ALONG INTERSTATE HIGHWAY 94,
 RR0641'AT A POINT WHERE THE POWERLINE CROSSES THE INTERSTATE, 14.0 METERS
 RR0641'(46.0 FT) WEST OF AND ACROSS THE FENCE FROM A RIGHT OF WAY MARKER,
 RR0641'44.8 METERS (147.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 RR0641'OF THE INTERSTATE, 15.2 METERS (50.0 FT) SOUTHWEST OF THE EXTENDED
 RR0641'CENTER OF A GRAVEL ROAD LEADING NORTH, 16.4 METERS (54.0 FT) SOUTH OF
 RR0641'THE CENTER OF A EAST-WEST GRAVEL ROAD, 2.4 METERS (8.0 FT) SOUTH OF A
 RR0641'POWER POLE, 0.3 METER (1.0 FT) SOUTH OF THE RIGHT OF WAY FENCE, AND
 RR0641'9.1 METERS (30.0 FT) WEST OF THE WEST END OF A 6 POLE FENCE SUPPORT
 RR0641'WITH A WIRE GATE IN THE CENTER.
 RR0641'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RR0641'THE MARK IS 0.6 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0486 ***********************************************************************
 RQ0486  DESIGNATION -  D 486
 RQ0486  PID         -  RQ0486
 RQ0486  STATE/COUNTY-  ND/KIDDER
 RQ0486  USGS QUAD   -  STEELE NE (1975)
 RQ0486
 RQ0486                         *CURRENT SURVEY CONTROL
 RQ0486  ___________________________________________________________________
 RQ0486* NAD 83(1986)-  46 52 44.     (N)    099 45 49.     (W)     SCALED    
 RQ0486* NAVD 88     -       532.382  (meters)    1746.66   (feet)  ADJUSTED  
 RQ0486  ___________________________________________________________________
 RQ0486  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 RQ0486  DYNAMIC HT  -         532.400 (meters)    1746.72  (feet)  COMP
 RQ0486  MODELED GRAV-     980,631.1   (mgal)                       NAVD 88
 RQ0486
 RQ0486  VERT ORDER  -  FIRST     CLASS II
 RQ0486
 RQ0486.The horizontal coordinates were scaled from a topographic map and have
 RQ0486.an estimated accuracy of +/- 6 seconds.
 RQ0486
 RQ0486.The orthometric height was determined by differential leveling
 RQ0486.and adjusted by the National Geodetic Survey in June 1991..
 RQ0486
 RQ0486.The geoid height was determined by GEOID03.
 RQ0486
 RQ0486.The dynamic height is computed by dividing the NAVD 88
 RQ0486.geopotential number by the normal gravity value computed on the
 RQ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0486.degrees latitude (g = 980.6199 gals.).
 RQ0486
 RQ0486.The modeled gravity was interpolated from observed gravity values.
 RQ0486
 RQ0486;                    North         East    Units  Estimated Accuracy
 RQ0486;SPC ND S     -   135,010.      656,130.      MT  (+/- 180 meters Scaled)
 RQ0486
 RQ0486                          SUPERSEDED SURVEY CONTROL
 RQ0486
 RQ0486.No superseded survey control is available for this station.
 RQ0486
 RQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS418919(NAD 83)
 RQ0486_MARKER: I = METAL ROD
 RQ0486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0486_SP_SET: STAINLESS STEEL ROD
 RQ0486_STAMPING: D 486 1982
 RQ0486_MARK LOGO: NGS   
 RQ0486_PROJECTION: FLUSH
 RQ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0486_ROD/PIPE-DEPTH: 9.7  meters
 RQ0486
 RQ0486  HISTORY     - Date     Condition        Report By
 RQ0486  HISTORY     - 1982     MONUMENTED       NGS
 RQ0486
 RQ0486                          STATION DESCRIPTION
 RQ0486
 RQ0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0486'2.0 KM (1.05 MI) NW FROM DAWSON.
 RQ0486'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 RQ0486'BURLINGTON NORTHERN RAILROAD IN DAWSON TO THE JUNCTION OF INTERSTATE
 RQ0486'HIGHWAY 94, THENCE 1.0 KM (0.6 MI) WEST ALONG INTERSTATE 94 TO THE
 RQ0486'MARK AT A SECTION LINE AND BRACED FENCE POST, 32.0 METERS (105.0 FT)
 RQ0486'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE,
 RQ0486'3.3 METERS (11.0 FT) EAST OF THE CENTER OF A WIRE GATE, 3.6 METERS
 RQ0486'(12.0 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER, 0.6 METER (2.0 FT)
 RQ0486'EAST-SOUTHEAST OF A BRACED WOODEN FENCE POST, AND 0.3 METER (1.0 FT)
 RQ0486'SOUTH OF A RIGHT OF WAY FENCE.
 RQ0486'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0486'THE MARK IS 0.3 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0547 ***********************************************************************
 RR0547  DESIGNATION -  D 487
 RR0547  PID         -  RR0547
 RR0547  STATE/COUNTY-  ND/BURLEIGH
 RR0547  USGS QUAD   -  BISMARCK (1976)
 RR0547
 RR0547                         *CURRENT SURVEY CONTROL
 RR0547  ___________________________________________________________________
 RR0547* NAD 83(1986)-  46 49 13.     (N)    100 46 34.     (W)     SCALED    
 RR0547* NAVD 88     -       543.468  (meters)    1783.03   (feet)  ADJUSTED  
 RR0547  ___________________________________________________________________
 RR0547  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0547  DYNAMIC HT  -         543.477 (meters)    1783.06  (feet)  COMP
 RR0547  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0547
 RR0547  VERT ORDER  -  FIRST     CLASS II
 RR0547
 RR0547.The horizontal coordinates were scaled from a topographic map and have
 RR0547.an estimated accuracy of +/- 6 seconds.
 RR0547
 RR0547.The orthometric height was determined by differential leveling
 RR0547.and adjusted by the National Geodetic Survey in June 1991..
 RR0547
 RR0547.The geoid height was determined by GEOID03.
 RR0547
 RR0547.The dynamic height is computed by dividing the NAVD 88
 RR0547.geopotential number by the normal gravity value computed on the
 RR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0547.degrees latitude (g = 980.6199 gals.).
 RR0547
 RR0547.The modeled gravity was interpolated from observed gravity values.
 RR0547
 RR0547;                    North         East    Units  Estimated Accuracy
 RR0547;SPC ND S     -   128,270.      578,930.      MT  (+/- 180 meters Scaled)
 RR0547
 RR0547                          SUPERSEDED SURVEY CONTROL
 RR0547
 RR0547.No superseded survey control is available for this station.
 RR0547
 RR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS645867(NAD 83)
 RR0547_MARKER: I = METAL ROD
 RR0547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0547_SP_SET: STAINLESS STEEL ROD
 RR0547_STAMPING: D 487 1982
 RR0547_MARK LOGO: NGS   
 RR0547_PROJECTION: FLUSH
 RR0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0547+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 RR0547_ROD/PIPE-DEPTH: 5.5  meters
 RR0547
 RR0547  HISTORY     - Date     Condition        Report By
 RR0547  HISTORY     - 1982     MONUMENTED       NGS
 RR0547  HISTORY     - 20020215 GOOD             INDIV
 RR0547
 RR0547                          STATION DESCRIPTION
 RR0547
 RR0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0547'IN BISMARCK.
 RR0547'IN BISMARCK, AT 600 EAST BOULEVARD, 0.2 KM (0.1 MI) SOUTH OF THE
 RR0547'JUNCTION OF 12TH STREET, 20.4 METERS (66.9 FT) EAST OF THE CENTERLINE
 RR0547'OF THE NORTH BOUND LANES OF THE STREET, 13.1 METERS (43.0 FT)
 RR0547'EAST-SOUTHEAST OF A STREET LIGHT AND 12.0 METERS (39.4 FT) NORTH OF
 RR0547'THE EXTENDED CENTER OF THE ENTRANCE TO THE STATE HIGHWAY DEPARTMENT
 RR0547'OFFICE BUILDING.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RR0547'LOGO CAP.
 RR0547'THE MARK IS 0.5 M ABOVE THE STREET.
 RR0547
 RR0547                          STATION RECOVERY (2002)
 RR0547
 RR0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 RR0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1456 ***********************************************************************
 SN1456  DESIGNATION -  D 488
 SN1456  PID         -  SN1456
 SN1456  STATE/COUNTY-  ND/MCLEAN
 SN1456  USGS QUAD   -  WILTON (1966)
 SN1456
 SN1456                         *CURRENT SURVEY CONTROL
 SN1456  ___________________________________________________________________
 SN1456* NAD 83(1986)-  47 11 10.     (N)    100 49 21.     (W)     SCALED    
 SN1456* NAVD 88     -       623.153  (meters)    2044.46   (feet)  ADJUSTED  
 SN1456  ___________________________________________________________________
 SN1456  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 SN1456  DYNAMIC HT  -         623.171 (meters)    2044.52  (feet)  COMP
 SN1456  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 SN1456
 SN1456  VERT ORDER  -  FIRST     CLASS II
 SN1456
 SN1456.The horizontal coordinates were scaled from a topographic map and have
 SN1456.an estimated accuracy of +/- 6 seconds.
 SN1456
 SN1456.The orthometric height was determined by differential leveling
 SN1456.and adjusted by the National Geodetic Survey in June 1991..
 SN1456
 SN1456.The geoid height was determined by GEOID03.
 SN1456
 SN1456.The dynamic height is computed by dividing the NAVD 88
 SN1456.geopotential number by the normal gravity value computed on the
 SN1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1456.degrees latitude (g = 980.6199 gals.).
 SN1456
 SN1456.The modeled gravity was interpolated from observed gravity values.
 SN1456
 SN1456;                    North         East    Units  Estimated Accuracy
 SN1456;SPC ND N     -    20,740.      575,560.      MT  (+/- 180 meters Scaled)
 SN1456
 SN1456                          SUPERSEDED SURVEY CONTROL
 SN1456
 SN1456.No superseded survey control is available for this station.
 SN1456
 SN1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT619274(NAD 83)
 SN1456_MARKER: I = METAL ROD
 SN1456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1456_SP_SET: STAINLESS STEEL ROD
 SN1456_STAMPING: D 488 1982
 SN1456_MARK LOGO: NGS   
 SN1456_PROJECTION: FLUSH
 SN1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1456_ROD/PIPE-DEPTH: 8.2  meters
 SN1456
 SN1456  HISTORY     - Date     Condition        Report By
 SN1456  HISTORY     - 1982     MONUMENTED       NGS
 SN1456
 SN1456                          STATION DESCRIPTION
 SN1456
 SN1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1456'4.2 KM (2.6 MI) NW FROM WILTON.
 SN1456'4.2 KM (2.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN1456'WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.5 KM (0.3 MI) WEST
 SN1456'OF MILEPOST 114, 32.3 METERS (106.0 FT) EAST OF THE CENTER OF A
 SN1456'GRAVELED ROAD LEADING NORTH, 30.0 METERS (98.4 FT) NORTH OF THE
 SN1456'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 19.9 METERS
 SN1456'(65.3 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 SN1456'THROUGH A 5-INCH LOGO CAP.
 SN1456'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 SN1456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0553 ***********************************************************************
 RR0553  DESIGNATION -  D 489
 RR0553  PID         -  RR0553
 RR0553  STATE/COUNTY-  ND/MORTON
 RR0553  USGS QUAD   -  BISMARCK (1976)
 RR0553
 RR0553                         *CURRENT SURVEY CONTROL
 RR0553  ___________________________________________________________________
 RR0553* NAD 83(1986)-  46 49 04.     (N)    100 50 55.     (W)     SCALED    
 RR0553* NAVD 88     -       499.748  (meters)    1639.59   (feet)  ADJUSTED  
 RR0553  ___________________________________________________________________
 RR0553  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0553  DYNAMIC HT  -         499.755 (meters)    1639.61  (feet)  COMP
 RR0553  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RR0553
 RR0553  VERT ORDER  -  FIRST     CLASS II
 RR0553
 RR0553.The horizontal coordinates were scaled from a topographic map and have
 RR0553.an estimated accuracy of +/- 6 seconds.
 RR0553
 RR0553.The orthometric height was determined by differential leveling
 RR0553.and adjusted by the National Geodetic Survey in June 1991..
 RR0553
 RR0553.The geoid height was determined by GEOID03.
 RR0553
 RR0553.The dynamic height is computed by dividing the NAVD 88
 RR0553.geopotential number by the normal gravity value computed on the
 RR0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0553.degrees latitude (g = 980.6199 gals.).
 RR0553
 RR0553.The modeled gravity was interpolated from observed gravity values.
 RR0553
 RR0553;                    North         East    Units  Estimated Accuracy
 RR0553;SPC ND S     -   128,010.      573,400.      MT  (+/- 180 meters Scaled)
 RR0553
 RR0553                          SUPERSEDED SURVEY CONTROL
 RR0553
 RR0553.No superseded survey control is available for this station.
 RR0553
 RR0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS589865(NAD 83)
 RR0553_MARKER: I = METAL ROD
 RR0553_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0553_SP_SET: STAINLESS STEEL ROD
 RR0553_STAMPING: D 489 1982
 RR0553_MARK LOGO: NGS   
 RR0553_PROJECTION: FLUSH
 RR0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0553+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 RR0553_ROD/PIPE-DEPTH: 30.5 meters
 RR0553
 RR0553  HISTORY     - Date     Condition        Report By
 RR0553  HISTORY     - 1982     MONUMENTED       NGS
 RR0553  HISTORY     - 20020215 GOOD             INDIV
 RR0553
 RR0553                          STATION DESCRIPTION
 RR0553
 RR0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0553'4.5 KM (2.8 MI) SE FROM MANDAN.
 RR0553'2.3 KM (1.45 MI) EASTERLY ALONG EAST MAIN STREET FROM ITS JUNCTION
 RR0553'WITH STATE HIGHWAYS 6 AND 25 IN MANDAN, THENCE 2.2 KM (1.35 MI)
 RR0553'SOUTHEASTERLY ALONG MEMORIAL HIGHWAY, OR 5.3 KM (3.3 MI) WESTERLY
 RR0553'ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE STATION IN BISMARCK,
 RR0553'THENCE 0.1 KM (0.05 MI) SOUTH ACROSS COUNTRY, 45.4 METERS (149.0 FT)
 RR0553'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 RR0553'HIGHWAY, 8.0 METERS (26.2 FT) SOUTHWEST OF A FENCE, 3.9 METERS (12.8
 RR0553'FT) SOUTHWEST OF THE MOST NORTHEASTERLY 1 OF 3 UTILITY POLES AND 1.3
 RR0553'METERS (4.3 FT) EAST OF THE CENTER 1 OF 3 UTILITY POLES.  NOTE=ACCESS
 RR0553'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0553'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RR0553'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RR0553
 RR0553                          STATION RECOVERY (2002)
 RR0553
 RR0553'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 RR0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0456 ***********************************************************************
 SL0456  DESIGNATION -  D 49
 SL0456  PID         -  SL0456
 SL0456  STATE/COUNTY-  ND/GRAND FORKS
 SL0456  USGS QUAD   -  GRAND FORKS (1994)
 SL0456
 SL0456                         *CURRENT SURVEY CONTROL
 SL0456  ___________________________________________________________________
 SL0456* NAD 83(1986)-  47 54 47.     (N)    097 06 35.     (W)     SCALED    
 SL0456* NAVD 88     -       256.199  (meters)     840.55   (feet)  ADJUSTED  
 SL0456  ___________________________________________________________________
 SL0456  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 SL0456  DYNAMIC HT  -         256.246 (meters)     840.70  (feet)  COMP
 SL0456  MODELED GRAV-     980,789.6   (mgal)                       NAVD 88
 SL0456
 SL0456  VERT ORDER  -  SECOND    CLASS 0
 SL0456
 SL0456.The horizontal coordinates were scaled from a topographic map and have
 SL0456.an estimated accuracy of +/- 6 seconds.
 SL0456
 SL0456.The orthometric height was determined by differential leveling
 SL0456.and adjusted by the National Geodetic Survey in June 1991..
 SL0456
 SL0456.The geoid height was determined by GEOID03.
 SL0456
 SL0456.The dynamic height is computed by dividing the NAVD 88
 SL0456.geopotential number by the normal gravity value computed on the
 SL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0456.degrees latitude (g = 980.6199 gals.).
 SL0456
 SL0456.The modeled gravity was interpolated from observed gravity values.
 SL0456
 SL0456;                    North         East    Units  Estimated Accuracy
 SL0456;SPC ND N     -   107,090.      853,330.      MT  (+/- 180 meters Scaled)
 SL0456
 SL0456                          SUPERSEDED SURVEY CONTROL
 SL0456
 SL0456  NGVD 29 (??/??/92)  255.868  (m)          839.46   (f) ADJ UNCH    2 0
 SL0456
 SL0456.Superseded values are not recommended for survey control.
 SL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0456.See file dsdata.txt to determine how the superseded data were derived.
 SL0456
 SL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU412083(NAD 83)
 SL0456_MARKER: DB = BENCH MARK DISK
 SL0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0456_SP_SET: ABUTMENT
 SL0456_STAMPING: D-49 1934
 SL0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0456
 SL0456  HISTORY     - Date     Condition        Report By
 SL0456  HISTORY     - 1934     MONUMENTED       CGS
 SL0456
 SL0456                          STATION DESCRIPTION
 SL0456
 SL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0456'3.2 MI W FROM GRAND FORKS.
 SL0456'3.2 MILES WEST OF GREAT NORTHERN DEPOT AT GRAND FORKS AND ABOUT 1
 SL0456'MILES SOUTHWEST OF GREAT NORTHERN R R JUNCTION ALONG GREAT NORTHERN
 SL0456'RAILROAD 1 MILE SOUTHWEST OF JUNCTION, 19 POLES SOUTH OF MILEPOST NO.
 SL0456'98 AT 30 FOOT CONCRETE BRIDGE NO. 141.  SET IN EAST END OF THE SOUTH
 SL0456'CONCRETE ABUTMENT 18 INCHES BELOW RAIL LEVEL AND 8 FEET EAST OF CENTER
 SL0456'LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0597 ***********************************************************************
 RR0597  DESIGNATION -  D 490
 RR0597  PID         -  RR0597
 RR0597  STATE/COUNTY-  ND/MORTON
 RR0597  USGS QUAD   -  NORTH ALMONT (1980)
 RR0597
 RR0597                         *CURRENT SURVEY CONTROL
 RR0597  ___________________________________________________________________
 RR0597* NAD 83(1986)-  46 50 52.     (N)    101 32 23.     (W)     SCALED    
 RR0597* NAVD 88     -       628.071  (meters)    2060.60   (feet)  ADJUSTED  
 RR0597  ___________________________________________________________________
 RR0597  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 RR0597  DYNAMIC HT  -         628.075 (meters)    2060.61  (feet)  COMP
 RR0597  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RR0597
 RR0597  VERT ORDER  -  FIRST     CLASS II
 RR0597
 RR0597.The horizontal coordinates were scaled from a topographic map and have
 RR0597.an estimated accuracy of +/- 6 seconds.
 RR0597
 RR0597.The orthometric height was determined by differential leveling
 RR0597.and adjusted by the National Geodetic Survey in June 1991..
 RR0597
 RR0597.The geoid height was determined by GEOID03.
 RR0597
 RR0597.The dynamic height is computed by dividing the NAVD 88
 RR0597.geopotential number by the normal gravity value computed on the
 RR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0597.degrees latitude (g = 980.6199 gals.).
 RR0597
 RR0597.The modeled gravity was interpolated from observed gravity values.
 RR0597
 RR0597;                    North         East    Units  Estimated Accuracy
 RR0597;SPC ND S     -   131,810.      520,710.      MT  (+/- 180 meters Scaled)
 RR0597
 RR0597                          SUPERSEDED SURVEY CONTROL
 RR0597
 RR0597.No superseded survey control is available for this station.
 RR0597
 RR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS063913(NAD 83)
 RR0597_MARKER: I = METAL ROD
 RR0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0597_SP_SET: STAINLESS STEEL ROD
 RR0597_STAMPING: D 490 1982
 RR0597_MARK LOGO: NGS   
 RR0597_PROJECTION: FLUSH
 RR0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0597_ROD/PIPE-DEPTH: 9.1  meters
 RR0597
 RR0597  HISTORY     - Date     Condition        Report By
 RR0597  HISTORY     - 1982     MONUMENTED       NGS
 RR0597
 RR0597                          STATION DESCRIPTION
 RR0597
 RR0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0597'9.3 KM (5.8 MI) WEST FROM NEW SALEM.
 RR0597'9.3 KM (5.8 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0597'STATE HIGHWAY 31 IN NEW SALEM, 15.7 METERS (51.5 FT) NORTH OF THE
 RR0597'CENTERLINE OF THE ROAD AND 6.5 METERS (21.3 FT) WEST OF THE CENTER OF
 RR0597'A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RR0597'LOGO CAP.
 RR0597'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RR0597'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0261 ***********************************************************************
 RS0261  DESIGNATION -  D 491
 RS0261  PID         -  RS0261
 RS0261  STATE/COUNTY-  ND/MORTON
 RS0261  USGS QUAD   -  HEBRON (1973)
 RS0261
 RS0261                         *CURRENT SURVEY CONTROL
 RS0261  ___________________________________________________________________
 RS0261* NAD 83(1986)-  46 53 54.     (N)    102 03 51.     (W)     SCALED    
 RS0261* NAVD 88     -       664.275  (meters)    2179.38   (feet)  ADJUSTED  
 RS0261  ___________________________________________________________________
 RS0261  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 RS0261  DYNAMIC HT  -         664.276 (meters)    2179.38  (feet)  COMP
 RS0261  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RS0261
 RS0261  VERT ORDER  -  FIRST     CLASS II
 RS0261
 RS0261.The horizontal coordinates were scaled from a topographic map and have
 RS0261.an estimated accuracy of +/- 6 seconds.
 RS0261
 RS0261.The orthometric height was determined by differential leveling
 RS0261.and adjusted by the National Geodetic Survey in June 1991..
 RS0261
 RS0261.The geoid height was determined by GEOID03.
 RS0261
 RS0261.The dynamic height is computed by dividing the NAVD 88
 RS0261.geopotential number by the normal gravity value computed on the
 RS0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0261.degrees latitude (g = 980.6199 gals.).
 RS0261
 RS0261.The modeled gravity was interpolated from observed gravity values.
 RS0261
 RS0261;                    North         East    Units  Estimated Accuracy
 RS0261;SPC ND S     -   138,100.      480,830.      MT  (+/- 180 meters Scaled)
 RS0261
 RS0261                          SUPERSEDED SURVEY CONTROL
 RS0261
 RS0261.No superseded survey control is available for this station.
 RS0261
 RS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM236980(NAD 83)
 RS0261_MARKER: I = METAL ROD
 RS0261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0261_SP_SET: STAINLESS STEEL ROD
 RS0261_STAMPING: D 491 1982
 RS0261_MARK LOGO: NGS   
 RS0261_PROJECTION: FLUSH
 RS0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0261_ROD/PIPE-DEPTH: 11.0 meters
 RS0261
 RS0261  HISTORY     - Date     Condition        Report By
 RS0261  HISTORY     - 1982     MONUMENTED       NGS
 RS0261
 RS0261                          STATION DESCRIPTION
 RS0261
 RS0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0261'21.6 KM (13.4 MI) WEST FROM GLEN ULLIN.
 RS0261'21.6 KM (13.4 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0261'NORTHERN RAILROAD STATION IN GLEN ULLIN, 19.2 METERS (63.0 FT) NORTH
 RS0261'OF THE CENTERLINE OF THE ROAD, 14.5 METERS (47.6 FT) EAST OF THE
 RS0261'CENTER OF A PRIVATE DRIVE LEADING NORTH AND 8.3 METERS (27.2 FT) EAST
 RS0261'OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RS0261'LOGO CAP.
 RS0261'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0261'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0293 ***********************************************************************
 RS0293  DESIGNATION -  D 492
 RS0293  PID         -  RS0293
 RS0293  STATE/COUNTY-  ND/STARK
 RS0293  USGS QUAD   -  BOYLE (1973)
 RS0293
 RS0293                         *CURRENT SURVEY CONTROL
 RS0293  ___________________________________________________________________
 RS0293* NAD 83(1986)-  46 52 52.     (N)    102 35 49.     (W)     SCALED    
 RS0293* NAVD 88     -       735.391  (meters)    2412.70   (feet)  ADJUSTED  
 RS0293  ___________________________________________________________________
 RS0293  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 RS0293  DYNAMIC HT  -         735.397 (meters)    2412.72  (feet)  COMP
 RS0293  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 RS0293
 RS0293  VERT ORDER  -  FIRST     CLASS II
 RS0293
 RS0293.The horizontal coordinates were scaled from a topographic map and have
 RS0293.an estimated accuracy of +/- 6 seconds.
 RS0293
 RS0293.The orthometric height was determined by differential leveling
 RS0293.and adjusted by the National Geodetic Survey in June 1991..
 RS0293
 RS0293.The geoid height was determined by GEOID03.
 RS0293
 RS0293.The dynamic height is computed by dividing the NAVD 88
 RS0293.geopotential number by the normal gravity value computed on the
 RS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0293.degrees latitude (g = 980.6199 gals.).
 RS0293
 RS0293.The modeled gravity was interpolated from observed gravity values.
 RS0293
 RS0293;                    North         East    Units  Estimated Accuracy
 RS0293;SPC ND S     -   137,130.      440,190.      MT  (+/- 180 meters Scaled)
 RS0293
 RS0293                          SUPERSEDED SURVEY CONTROL
 RS0293
 RS0293.No superseded survey control is available for this station.
 RS0293
 RS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM830947(NAD 83)
 RS0293_MARKER: I = METAL ROD
 RS0293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0293_SP_SET: STAINLESS STEEL ROD
 RS0293_STAMPING: D 492 1982
 RS0293_MARK LOGO: NGS   
 RS0293_PROJECTION: FLUSH
 RS0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0293_ROD/PIPE-DEPTH: 4.9  meters
 RS0293
 RS0293  HISTORY     - Date     Condition        Report By
 RS0293  HISTORY     - 1982     MONUMENTED       NGS
 RS0293
 RS0293                          STATION DESCRIPTION
 RS0293
 RS0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0293'14.8 KM (9.2 MI) EAST FROM DICKINSON.
 RS0293'4.0 KM (0.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0293'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE
 RS0293'10.8 KM (6.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 102.4 METERS
 RS0293'(336.0 FT) SOUTHWEST OF MILEPOST 71 AND 47.5 METERS (155.8 FT)
 RS0293'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 RS0293'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0293'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 RS0293'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0339 ***********************************************************************
 RS0339  DESIGNATION -  D 493
 RS0339  PID         -  RS0339
 RS0339  STATE/COUNTY-  ND/BILLINGS
 RS0339  USGS QUAD   -  MEDORA (1970)
 RS0339
 RS0339                         *CURRENT SURVEY CONTROL
 RS0339  ___________________________________________________________________
 RS0339* NAD 83(1986)-  46 55 16.     (N)    103 32 17.     (W)     SCALED    
 RS0339* NAVD 88     -       689.226  (meters)    2261.24   (feet)  ADJUSTED  
 RS0339  ___________________________________________________________________
 RS0339  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 RS0339  DYNAMIC HT  -         689.230 (meters)    2261.25  (feet)  COMP
 RS0339  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 RS0339
 RS0339  VERT ORDER  -  FIRST     CLASS II
 RS0339
 RS0339.The horizontal coordinates were scaled from a topographic map and have
 RS0339.an estimated accuracy of +/- 6 seconds.
 RS0339
 RS0339.The orthometric height was determined by differential leveling
 RS0339.and adjusted by the National Geodetic Survey in June 1991..
 RS0339
 RS0339.The geoid height was determined by GEOID03.
 RS0339
 RS0339.The dynamic height is computed by dividing the NAVD 88
 RS0339.geopotential number by the normal gravity value computed on the
 RS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0339.degrees latitude (g = 980.6199 gals.).
 RS0339
 RS0339.The modeled gravity was interpolated from observed gravity values.
 RS0339
 RS0339;                    North         East    Units  Estimated Accuracy
 RS0339;SPC ND S     -   143,910.      368,670.      MT  (+/- 180 meters Scaled)
 RS0339
 RS0339                          SUPERSEDED SURVEY CONTROL
 RS0339
 RS0339.No superseded survey control is available for this station.
 RS0339
 RS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM113974(NAD 83)
 RS0339_MARKER: I = METAL ROD
 RS0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0339_SP_SET: STAINLESS STEEL ROD
 RS0339_STAMPING: D 493 1982
 RS0339_MARK LOGO: NGS   
 RS0339_PROJECTION: FLUSH
 RS0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0339_ROD/PIPE-DEPTH: 3.7  meters
 RS0339
 RS0339  HISTORY     - Date     Condition        Report By
 RS0339  HISTORY     - 1982     MONUMENTED       NGS
 RS0339
 RS0339                          STATION DESCRIPTION
 RS0339
 RS0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0339'28.3 KM (17.6 MI) WEST FROM BELFIELD.
 RS0339'24.2 KM (15.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0339'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, THENCE 4.1 KM (2.55 MI)
 RS0339'WESTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS, 0.1 KM (0.05 MI)
 RS0339'SOUTHEAST OF A PRIVATE DRIVE LEADING TO A FARM HOUSE, 29.0 METERS
 RS0339'(95.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1.0 METER
 RS0339'(3.3 FT) NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 RS0339'POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0339'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RS0339'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0319 ***********************************************************************
 RS0319  DESIGNATION -  D 494
 RS0319  PID         -  RS0319
 RS0319  STATE/COUNTY-  ND/STARK
 RS0319  USGS QUAD   -  BELFIELD (1981)
 RS0319
 RS0319                         *CURRENT SURVEY CONTROL
 RS0319  ___________________________________________________________________
 RS0319* NAD 83(1986)-  46 53 44.     (N)    103 10 08.     (W)     SCALED    
 RS0319* NAVD 88     -       801.892  (meters)    2630.87   (feet)  ADJUSTED  
 RS0319  ___________________________________________________________________
 RS0319  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RS0319  DYNAMIC HT  -         801.876 (meters)    2630.82  (feet)  COMP
 RS0319  MODELED GRAV-     980,566.4   (mgal)                       NAVD 88
 RS0319
 RS0319  VERT ORDER  -  FIRST     CLASS II
 RS0319
 RS0319.The horizontal coordinates were scaled from a topographic map and have
 RS0319.an estimated accuracy of +/- 6 seconds.
 RS0319
 RS0319.The orthometric height was determined by differential leveling
 RS0319.and adjusted by the National Geodetic Survey in June 1991..
 RS0319
 RS0319.The geoid height was determined by GEOID03.
 RS0319
 RS0319.The dynamic height is computed by dividing the NAVD 88
 RS0319.geopotential number by the normal gravity value computed on the
 RS0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0319.degrees latitude (g = 980.6199 gals.).
 RS0319
 RS0319.The modeled gravity was interpolated from observed gravity values.
 RS0319
 RS0319;                    North         East    Units  Estimated Accuracy
 RS0319;SPC ND S     -   140,050.      396,670.      MT  (+/- 180 meters Scaled)
 RS0319
 RS0319                          SUPERSEDED SURVEY CONTROL
 RS0319
 RS0319.No superseded survey control is available for this station.
 RS0319
 RS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM394951(NAD 83)
 RS0319_MARKER: I = METAL ROD
 RS0319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0319_SP_SET: STAINLESS STEEL ROD
 RS0319_STAMPING: D 494 1982
 RS0319_MARK LOGO: NGS   
 RS0319_PROJECTION: FLUSH
 RS0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0319_ROD/PIPE-DEPTH: 7.0  meters
 RS0319
 RS0319  HISTORY     - Date     Condition        Report By
 RS0319  HISTORY     - 1982     MONUMENTED       NGS
 RS0319
 RS0319                          STATION DESCRIPTION
 RS0319
 RS0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0319'1.6 KM (1.0 MI) EAST FROM BELFIELD.
 RS0319'1.6 KM (1.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RS0319'WITH U. S. HIGHWAY 85 IN BELFIELD, 0.5 KM (0.3 MI) EAST OF MILEPOST
 RS0319'43, 54.6 METERS (179.1 FT) NORTHWEST OF A T-FENCE CORNER, 39.3 METERS
 RS0319'(128.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 RS0319'HIGHWAY AND 22.8 METERS (74.8 FT) NORTHWEST OF A RIGHT-OF-WAY MARKER.
 RS0319'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0319'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RS0319'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE9827 ***********************************************************************
 AE9827  DESIGNATION -  D 495
 AE9827  PID         -  AE9827
 AE9827  STATE/COUNTY-  ND/DICKEY
 AE9827  USGS QUAD   -  ELLENDALE SOUTH (1978)
 AE9827
 AE9827                         *CURRENT SURVEY CONTROL
 AE9827  ___________________________________________________________________
 AE9827* NAD 83(1986)-  45 58 53.     (N)    098 31 44.     (W)     SCALED    
 AE9827* NAVD 88     -       445.796  (meters)    1462.58   (feet)  ADJUSTED  
 AE9827  ___________________________________________________________________
 AE9827  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 AE9827  DYNAMIC HT  -         445.784 (meters)    1462.54  (feet)  COMP
 AE9827  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 AE9827
 AE9827  VERT ORDER  -  FIRST     CLASS II
 AE9827
 AE9827.The horizontal coordinates were scaled from a topographic map and have
 AE9827.an estimated accuracy of +/- 6 seconds.
 AE9827
 AE9827.The orthometric height was determined by differential leveling
 AE9827.and adjusted by the National Geodetic Survey in July 1998..
 AE9827
 AE9827.The geoid height was determined by GEOID03.
 AE9827
 AE9827.The dynamic height is computed by dividing the NAVD 88
 AE9827.geopotential number by the normal gravity value computed on the
 AE9827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9827.degrees latitude (g = 980.6199 gals.).
 AE9827
 AE9827.The modeled gravity was interpolated from observed gravity values.
 AE9827
 AE9827;                    North         East    Units  Estimated Accuracy
 AE9827;SPC ND S     -    36,900.      752,730.      MT  (+/- 180 meters Scaled)
 AE9827
 AE9827                          SUPERSEDED SURVEY CONTROL
 AE9827
 AE9827.No superseded survey control is available for this station.
 AE9827
 AE9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR364920(NAD 83)
 AE9827_MARKER: I = METAL ROD
 AE9827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE9827_STAMPING: D 495 1997
 AE9827_MARK LOGO: NGS   
 AE9827_PROJECTION: FLUSH
 AE9827_MAGNETIC: I = MARKER IS A STEEL ROD
 AE9827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9827+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9827_ROD/PIPE-DEPTH: 8.1  meters
 AE9827_SLEEVE-DEPTH  : 0.9 meters
 AE9827
 AE9827  HISTORY     - Date     Condition        Report By
 AE9827  HISTORY     - 1997     MONUMENTED       NGS
 AE9827
 AE9827                          STATION DESCRIPTION
 AE9827
 AE9827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE9827'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 AE9827'MAIN STREET IN ELLENDALE, 61.9 M (203.1 FT) NORTH OF THE CENTER OF A
 AE9827'GRAVELED ROAD, 39.6 M (129.9 FT) NORTH OF A UTILITY POLE WITH 2 GUY
 AE9827'CABLES, 31.7 M (104.0 FT) WEST OF THE HIGHWAY CENTERLINE, 25.9 M (85.0
 AE9827'FT) SOUTH OF A UTILITY POLE, 0.7 M (2.3 FT) EAST OF A WITNESS POST AND
 AE9827'FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS
 AE9827'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE9827'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0510 ***********************************************************************
 RQ0510  DESIGNATION -  D 496
 RQ0510  PID         -  RQ0510
 RQ0510  STATE/COUNTY-  ND/STUTSMAN
 RQ0510  USGS QUAD   -  SPIRITWOOD (1970)
 RQ0510
 RQ0510                         *CURRENT SURVEY CONTROL
 RQ0510  ___________________________________________________________________
 RQ0510* NAD 83(1986)-  46 53 32.     (N)    098 27 40.     (W)     SCALED    
 RQ0510* NAVD 88     -       448.886  (meters)    1472.72   (feet)  ADJUSTED  
 RQ0510  ___________________________________________________________________
 RQ0510  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 RQ0510  DYNAMIC HT  -         448.905 (meters)    1472.78  (feet)  COMP
 RQ0510  MODELED GRAV-     980,642.1   (mgal)                       NAVD 88
 RQ0510
 RQ0510  VERT ORDER  -  FIRST     CLASS II
 RQ0510
 RQ0510.The horizontal coordinates were scaled from a topographic map and have
 RQ0510.an estimated accuracy of +/- 6 seconds.
 RQ0510
 RQ0510.The orthometric height was determined by differential leveling
 RQ0510.and adjusted by the National Geodetic Survey in June 1991..
 RQ0510
 RQ0510.The geoid height was determined by GEOID03.
 RQ0510
 RQ0510.The dynamic height is computed by dividing the NAVD 88
 RQ0510.geopotential number by the normal gravity value computed on the
 RQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0510.degrees latitude (g = 980.6199 gals.).
 RQ0510
 RQ0510.The modeled gravity was interpolated from observed gravity values.
 RQ0510
 RQ0510;                    North         East    Units  Estimated Accuracy
 RQ0510;SPC ND S     -   138,250.      755,350.      MT  (+/- 180 meters Scaled)
 RQ0510
 RQ0510                          SUPERSEDED SURVEY CONTROL
 RQ0510
 RQ0510.No superseded survey control is available for this station.
 RQ0510
 RQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS410933(NAD 83)
 RQ0510_MARKER: I = METAL ROD
 RQ0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0510_SP_SET: STAINLESS STEEL ROD
 RQ0510_STAMPING: D 496 1982
 RQ0510_MARK LOGO: NGS   
 RQ0510_PROJECTION: FLUSH
 RQ0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0510_ROD/PIPE-DEPTH: 7.3  meters
 RQ0510
 RQ0510  HISTORY     - Date     Condition        Report By
 RQ0510  HISTORY     - 1982     MONUMENTED       NGS
 RQ0510
 RQ0510                          STATION DESCRIPTION
 RQ0510
 RQ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0510'5.3 KM (3.3 MI) SE FROM SPIRITWOOD.
 RQ0510'1.6 KM (1.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0510'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0510'SPIRITWOOD, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE LINE, NEAR A
 RQ0510'NORTH-SOUTH ROW OF TREES (WINDBREAK), 48.77 METERS (160.0 FT) SOUTH OF
 RQ0510'THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND, 11.73 METERS
 RQ0510'(38.5 FT) SOUTHWEST OF THE NORTHWEST CORNER FENCE POST, 1.52 METERS
 RQ0510'(5.0 FT) EAST OF THE SOUTHWEST CORNER FENCE POST, 1.46 METERS (4.8 FT)
 RQ0510'EAST OF THE NORTH-SOUTH SECTION OF THE FENCE IN THE OFFSET, AND
 RQ0510'0.37 METERS (1.2 FT) NORTH OF THE EAST-WEST FENCE LINE.  NOTE, THE ROD
 RQ0510'DRIVING RATE EXCEEDED 7 SECONDS PER FOOT.
 RQ0510'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 RQ0510'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0634 ***********************************************************************
 RP0634  DESIGNATION -  D 497
 RP0634  PID         -  RP0634
 RP0634  STATE/COUNTY-  ND/BARNES
 RP0634  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0634
 RP0634                         *CURRENT SURVEY CONTROL
 RP0634  ___________________________________________________________________
 RP0634* NAD 83(1986)-  46 55 14.     (N)    097 53 23.     (W)     SCALED    
 RP0634* NAVD 88     -       450.474  (meters)    1477.93   (feet)  ADJUSTED  
 RP0634  ___________________________________________________________________
 RP0634  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 RP0634  DYNAMIC HT  -         450.506 (meters)    1478.04  (feet)  COMP
 RP0634  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 RP0634
 RP0634  VERT ORDER  -  FIRST     CLASS II
 RP0634
 RP0634.The horizontal coordinates were scaled from a topographic map and have
 RP0634.an estimated accuracy of +/- 6 seconds.
 RP0634
 RP0634.The orthometric height was determined by differential leveling
 RP0634.and adjusted by the National Geodetic Survey in June 1991..
 RP0634
 RP0634.The geoid height was determined by GEOID03.
 RP0634
 RP0634.The dynamic height is computed by dividing the NAVD 88
 RP0634.geopotential number by the normal gravity value computed on the
 RP0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0634.degrees latitude (g = 980.6199 gals.).
 RP0634
 RP0634.The modeled gravity was interpolated from observed gravity values.
 RP0634
 RP0634;                    North         East    Units  Estimated Accuracy
 RP0634;SPC ND S     -   142,680.      798,770.      MT  (+/- 180 meters Scaled)
 RP0634
 RP0634                          SUPERSEDED SURVEY CONTROL
 RP0634
 RP0634.No superseded survey control is available for this station.
 RP0634
 RP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS845969(NAD 83)
 RP0634_MARKER: I = METAL ROD
 RP0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0634_SP_SET: STAINLESS STEEL ROD
 RP0634_STAMPING: D 497 1982
 RP0634_MARK LOGO: NGS   
 RP0634_PROJECTION: FLUSH
 RP0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0634_ROD/PIPE-DEPTH: 8.5  meters
 RP0634
 RP0634  HISTORY     - Date     Condition        Report By
 RP0634  HISTORY     - 1982     MONUMENTED       NGS
 RP0634
 RP0634                          STATION DESCRIPTION
 RP0634
 RP0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0634'8.8 KM (5.5 MI) EAST FROM VALLEY CITY.
 RP0634'1.8 KM (1.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE PEAK
 RP0634'INTERCHANGE (EXIT 71) WHICH IS LOCATED 7.2 KM (4.5 MI) EAST OF VALLEY
 RP0634'CITY, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE LINE ON THE NORTH SIDE OF
 RP0634'THE HIGHWAY, 61.57 METERS (202.0 FT) NORTH OF THE CENTERLINE OF
 RP0634'INTERSTATE HIGHWAY 94 WESTBOUND, 22.25 METERS (73.0 FT) NORTH OF A
 RP0634'BRACED CORNER FENCE POST, 0.46 METERS (1.5 FT) SOUTHWEST OF A BRACED
 RP0634'CORNER FENCE POST, 0.46 METERS (1.5 FT) WEST OF THE RIGHT-OF-WAY
 RP0634'FENCE, 0.46 METERS (1.5 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE,
 RP0634'THE ROD WAS DRIVEN TO REFUSAL.
 RP0634'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RP0634'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0645 ***********************************************************************
 RP0645  DESIGNATION -  D 498
 RP0645  PID         -  RP0645
 RP0645  STATE/COUNTY-  ND/BARNES
 RP0645  USGS QUAD   -  TOWER CITY (1967)
 RP0645
 RP0645                         *CURRENT SURVEY CONTROL
 RP0645  ___________________________________________________________________
 RP0645* NAD 83(1986)-  46 55 09.     (N)    097 44 56.     (W)     SCALED    
 RP0645* NAVD 88     -       373.248  (meters)    1224.56   (feet)  ADJUSTED  
 RP0645  ___________________________________________________________________
 RP0645  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 RP0645  DYNAMIC HT  -         373.278 (meters)    1224.66  (feet)  COMP
 RP0645  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 RP0645
 RP0645  VERT ORDER  -  FIRST     CLASS II
 RP0645
 RP0645.The horizontal coordinates were scaled from a topographic map and have
 RP0645.an estimated accuracy of +/- 6 seconds.
 RP0645
 RP0645.The orthometric height was determined by differential leveling
 RP0645.and adjusted by the National Geodetic Survey in June 1991..
 RP0645
 RP0645.The geoid height was determined by GEOID03.
 RP0645
 RP0645.The dynamic height is computed by dividing the NAVD 88
 RP0645.geopotential number by the normal gravity value computed on the
 RP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0645.degrees latitude (g = 980.6199 gals.).
 RP0645
 RP0645.The modeled gravity was interpolated from observed gravity values.
 RP0645
 RP0645;                    North         East    Units  Estimated Accuracy
 RP0645;SPC ND S     -   142,890.      809,500.      MT  (+/- 180 meters Scaled)
 RP0645
 RP0645                          SUPERSEDED SURVEY CONTROL
 RP0645
 RP0645.No superseded survey control is available for this station.
 RP0645
 RP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS952969(NAD 83)
 RP0645_MARKER: I = METAL ROD
 RP0645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP0645_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP0645_STAMPING: D 498 1982
 RP0645_MARK LOGO: NGS   
 RP0645_PROJECTION: RECESSED 3 CENTIMETERS
 RP0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP0645+STABILITY: POSITION/ELEVATION WELL
 RP0645_ROD/PIPE-DEPTH: 14.6 meters
 RP0645_SLEEVE-DEPTH  : 9.7 meters
 RP0645
 RP0645  HISTORY     - Date     Condition        Report By
 RP0645  HISTORY     - 1982     MONUMENTED       NGS
 RP0645
 RP0645                          STATION DESCRIPTION
 RP0645
 RP0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0645'2.9 KM (1.8 MI) EAST FROM ORISKA.
 RP0645'2.9 KM (1.8 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RP0645'THE STATE HIGHWAY 32 OVERPASS LEADING NORTH TO THE TOWN OF ORISKA, SET
 RP0645'IN THE SOUTH LAWN BY THE REST ROOMS AT THE ORISKA REST AREA ON
 RP0645'INTERSTATE HIGHWAY 94, 57.6 METERS (189.0 FT) NORTH OF THE CENTERLINE
 RP0645'OF INTERSTATE HIGHWAY 94 EASTBOUND, 4.1 METERS (13.5 FT) NORTH OF THE
 RP0645'NORTH CURB OF THE PARKING AREA ON THE SOUTH SIDE OF THE INTERSTATE,
 RP0645'6.0 METERS (20.0 FT) SOUTH OF THE SOUTHERNMMOST SOUTHEAST CORNER OF
 RP0645'THE REST ROOM BUILDING, 6.0 METERS (20.0 FT) SOUTH OF THE SOUTH FACE
 RP0645'OF THE BUILDING, 4.5 METERS (15.0 FT) SOUTHWEST OF A LIGHT POLE, AND
 RP0645'9.5 METERS (31.5 FT) SOUTHEAST OF THE SOUTHERNMOST SOUTHWEST CORNER OF
 RP0645'THE BUILDING.
 RP0645'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0665 ***********************************************************************
 RP0665  FBN         -  This is a Federal Base Network Control Station.
 RP0665  DESIGNATION -  D 499
 RP0665  PID         -  RP0665
 RP0665  STATE/COUNTY-  ND/CASS
 RP0665  USGS QUAD   -  ABSARAKA (1967)
 RP0665
 RP0665                         *CURRENT SURVEY CONTROL
 RP0665  ___________________________________________________________________
 RP0665* NAD 83(1996)-  46 52 30.28392(N)    097 24 31.48109(W)     ADJUSTED  
 RP0665* NAVD 88     -       309.556  (meters)    1015.60   (feet)  ADJUSTED  
 RP0665  ___________________________________________________________________
 RP0665  X           -    -563,243.855 (meters)                     COMP
 RP0665  Y           -  -4,331,561.286 (meters)                     COMP
 RP0665  Z           -   4,632,489.425 (meters)                     COMP
 RP0665  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 RP0665  ELLIP HEIGHT-         283.49  (meters)          (04/07/03) GPS OBS
 RP0665  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 RP0665  DYNAMIC HT  -         309.577 (meters)    1015.67  (feet)  COMP
 RP0665  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 RP0665
 RP0665  HORZ ORDER  -  B
 RP0665  VERT ORDER  -  FIRST     CLASS II
 RP0665  ELLP ORDER  -  THIRD     CLASS II
 RP0665
 RP0665.The horizontal coordinates were established by GPS observations
 RP0665.and adjusted by the National Geodetic Survey in August 1997..
 RP0665
 RP0665.The orthometric height was determined by differential leveling
 RP0665.and adjusted by the National Geodetic Survey in June 1991..
 RP0665
 RP0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0665
 RP0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0665
 RP0665.The ellipsoidal height was determined by GPS observations
 RP0665.and is referenced to NAD 83.
 RP0665
 RP0665.The geoid height was determined by GEOID03.
 RP0665
 RP0665.The dynamic height is computed by dividing the NAVD 88
 RP0665.geopotential number by the normal gravity value computed on the
 RP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0665.degrees latitude (g = 980.6199 gals.).
 RP0665
 RP0665.The modeled gravity was interpolated from observed gravity values.
 RP0665
 RP0665;                    North         East     Units Scale Factor Converg.
 RP0665;SPC ND S     -   138,959.180   835,580.051   MT  0.99993610   +2 15 16.9
 RP0665;SPC ND S     -   455,902.82  2,741,404.37   iFT  0.99993610   +2 15 16.9
 RP0665;UTM  14      - 5,192,511.338   621,256.775   MT  0.99978072   +1 09 41.6
 RP0665
 RP0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0665!SPC ND S     -   0.99995556  x   0.99993610  =   0.99989167
 RP0665!UTM  14      -   0.99995556  x   0.99978072  =   0.99973629
 RP0665
 RP0665                          SUPERSEDED SURVEY CONTROL
 RP0665
 RP0665  ELLIP H (08/29/97)  283.51   (m)                       GP(       ) 3 2
 RP0665  NAVD 88 (08/29/97)  309.56   (m)         1015.6    (f) LEVELING    3  
 RP0665
 RP0665.Superseded values are not recommended for survey control.
 RP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0665.See file dsdata.txt to determine how the superseded data were derived.
 RP0665
 RP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2125792511(NAD 83)
 RP0665_MARKER: DB = BENCH MARK DISK
 RP0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0665_SP_SET: STAINLESS STEEL ROD
 RP0665_STAMPING: D 499 1982
 RP0665_MARK LOGO: NGS   
 RP0665_PROJECTION: FLUSH
 RP0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0665+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 RP0665_ROD/PIPE-DEPTH: 7.3  meters
 RP0665
 RP0665  HISTORY     - Date     Condition        Report By
 RP0665  HISTORY     - 1982     MONUMENTED       NGS
 RP0665  HISTORY     - 19961016 GOOD             NGS
 RP0665  HISTORY     - 20020522 GOOD             NGS
 RP0665
 RP0665                          STATION DESCRIPTION
 RP0665
 RP0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0665'4.8 KM (3.0 MI) WEST FROM WHEATLAND.
 RP0665'4.8 KM (3.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0665'WHEATLAND-CHAFFEE INTERCHANGE OVERPASS, EXIT 80 AND COUNTY ROAD 5
 RP0665'LEADING NORTH TO THE TOWN OF WHEATLAND, SET AT A GRAVEL ROAD LEADING
 RP0665'SOUTH, 65.2 METERS (214.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 RP0665'LANES OF INTERSTATE HIGHWAY 94, 17.6 METERS (58.0 FT) EAST OF THE
 RP0665'EXTENDED CENTER OF THE GRAVEL ROAD LEADING SOUTH, 15.5 METERS
 RP0665'(51.0 FT) EAST OF THE EAST METAL GATE POST OF A WIRE GATE, 10.0 METERS
 RP0665'(33.0 FT) WEST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 0.46 METERS
 RP0665'(1.5 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 RP0665'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 RP0665'THE MARK IS 1.5 M BELOW HIGHWAY.
 RP0665
 RP0665                          STATION RECOVERY (1996)
 RP0665
 RP0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RP0665'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF WHEATLAND, 1.6
 RP0665'KM (1.00 MI) EAST OF THE EXIT 320 OVERPASS LEADING TO EMBDEN ON THE
 RP0665'HIGHWAY RIGHT-OF-WAY.  OWNERSHIP -- NORTH DAKOTA DEPARTMENT OF
 RP0665'TRANSPORTATION.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 RP0665'INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 38 (EXIT 314) ABOUT 4 KM (2.50
 RP0665'MI) SOUTH OF BUFFALO, GO EAST ON HIGHWAY 94 FOR 11.3 KM (7.00 MI) TO
 RP0665'THE STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 RP0665'STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 RP0665'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 65.0 M (213.3
 RP0665'FT) SOUTH OF THE CENTER OF AND 1.5 M (4.9 FT) LOWER THAN THE EASTBOUND
 RP0665'LANES OF THE HIGHWAY, 26.1 M (85.6 FT) EAST OF A FENCE CORNER, 17.6 M
 RP0665'(57.7 FT) EAST OF THE EXTENDED CENTER OF A GRAVEL ROAD, 15.5 M (50.9
 RP0665'FT) EAST OF THE EAST GATE POST OF A WIRE GATE, 10.0 M (32.8 FT) WEST
 RP0665'OF A 1 M (3.3 FT) TALL CONCRETE RIGHT-OF-WAY POST, 0.4 M (1.3 FT)
 RP0665'NORTH OF A FENCE AND 0.35 M (1.15 FT) NORTH OF A FIBERGLASS WITNESS
 RP0665'POST.
 RP0665
 RP0665                          STATION RECOVERY (2002)
 RP0665
 RP0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RP0665'RECOVERED AS DESCRIBED. WITH 2 ADDITIONS, 1 MILE EAST OF THE OVERPASS
 RP0665'FOR EXIT 320 OFF
 RP0665'INTERSTATE 94, 1 MILE WEST OF THE OVERPASS FOR EXIT 322 OFF OF
 RP0665'INTERSTATE 94.
 RP0665'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1105 ***********************************************************************
 TF1105  DESIGNATION -  D 5
 TF1105  PID         -  TF1105
 TF1105  STATE/COUNTY-  ND/WARD
 TF1105  USGS QUAD   -  CARPIO (1979)
 TF1105
 TF1105                         *CURRENT SURVEY CONTROL
 TF1105  ___________________________________________________________________
 TF1105* NAD 83(1986)-  48 24 58.     (N)    101 39 13.     (W)     SCALED    
 TF1105* NAVD 88     -       511.622  (meters)    1678.55   (feet)  POSTED    
 TF1105  ___________________________________________________________________
 TF1105  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 TF1105  DYNAMIC HT  -         511.720 (meters)    1678.87  (feet)  COMP
 TF1105  MODELED GRAV-     980,789.3   (mgal)                       NAVD 88
 TF1105
 TF1105  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TF1105
 TF1105.The horizontal coordinates were scaled from a topographic map and have
 TF1105.an estimated accuracy of +/- 6 seconds.
 TF1105
 TF1105.The orthometric height was determined by differential leveling
 TF1105.and adjusted by the National Geodetic Survey in 1992..
 TF1105.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TF1105.rate of 1.1 thru 2.0 mm/km.
 TF1105
 TF1105.The geoid height was determined by GEOID03.
 TF1105
 TF1105.The dynamic height is computed by dividing the NAVD 88
 TF1105.geopotential number by the normal gravity value computed on the
 TF1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1105.degrees latitude (g = 980.6199 gals.).
 TF1105
 TF1105.The modeled gravity was interpolated from observed gravity values.
 TF1105
 TF1105;                    North         East    Units  Estimated Accuracy
 TF1105;SPC ND N     -   158,090.      514,610.      MT  (+/- 180 meters Scaled)
 TF1105
 TF1105                          SUPERSEDED SURVEY CONTROL
 TF1105
 TF1105.No superseded survey control is available for this station.
 TF1105
 TF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU036659(NAD 83)
 TF1105_MARKER: DB = BENCH MARK DISK
 TF1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1105+STABILITY: SURFACE MOTION
 TF1105
 TF1105  HISTORY     - Date     Condition        Report By
 TF1105  HISTORY     - UNK      MONUMENTED       CGS
 TF1105  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1105
 TF1105                          STATION DESCRIPTION
 TF1105
 TF1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1105'5.0 MI NW FROM FOXHOLM.
 TF1105'5.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD (FORMERLY THE
 TF1105'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD) FROM FOXHOLM,
 TF1105'WARD COUNTY, AT A ROAD CROSSING, 10 YARDS NORTHEAST OF THE TRACK, ON
 TF1105'THE NORTHWEST SIDE OF THE ROAD, AND 6 FEET EAST OF A POLE.  A STANDARD
 TF1105'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0653 ***********************************************************************
 SN0653  DESIGNATION -  D 5 B 1
 SN0653  PID         -  SN0653
 SN0653  STATE/COUNTY-  ND/MCLEAN
 SN0653  USGS QUAD   -  GARRISON NE (1981)
 SN0653
 SN0653                         *CURRENT SURVEY CONTROL
 SN0653  ___________________________________________________________________
 SN0653* NAD 83(1986)-  47 43 42.     (N)    101 18 01.     (W)     SCALED    
 SN0653* NAVD 88     -       608.328  (meters)    1995.82   (feet)  ADJUSTED  
 SN0653  ___________________________________________________________________
 SN0653  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SN0653  DYNAMIC HT  -         608.384 (meters)    1996.01  (feet)  COMP
 SN0653  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 SN0653
 SN0653  VERT ORDER  -  SECOND    CLASS 0
 SN0653
 SN0653.The horizontal coordinates were scaled from a topographic map and have
 SN0653.an estimated accuracy of +/- 6 seconds.
 SN0653
 SN0653.The orthometric height was determined by differential leveling
 SN0653.and adjusted by the National Geodetic Survey in June 1991..
 SN0653
 SN0653.The geoid height was determined by GEOID03.
 SN0653
 SN0653.The dynamic height is computed by dividing the NAVD 88
 SN0653.geopotential number by the normal gravity value computed on the
 SN0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0653.degrees latitude (g = 980.6199 gals.).
 SN0653
 SN0653.The modeled gravity was interpolated from observed gravity values.
 SN0653
 SN0653;                    North         East    Units  Estimated Accuracy
 SN0653;SPC ND N     -    81,290.      539,970.      MT  (+/- 180 meters Scaled)
 SN0653
 SN0653                          SUPERSEDED SURVEY CONTROL
 SN0653
 SN0653  NGVD 29 (??/??/92)  607.92   (m)         1994.5    (f) COMPUTED    2 0
 SN0653
 SN0653.Superseded values are not recommended for survey control.
 SN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0653.See file dsdata.txt to determine how the superseded data were derived.
 SN0653
 SN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT275886(NAD 83)
 SN0653_MARKER: Z = SEE DESCRIPTION
 SN0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0653_SP_SET: CONCRETE PEDESTAL
 SN0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0653
 SN0653  HISTORY     - Date     Condition        Report By
 SN0653  HISTORY     - UNK      MONUMENTED       DOD
 SN0653  HISTORY     - 1962     GOOD             NGS
 SN0653
 SN0653                          STATION DESCRIPTION
 SN0653
 SN0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0653'6.65 MI S FROM MAX.
 SN0653'ABOUT 6.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0653'AT MAX, THENCE 0.2 MILE WEST-NORTHWEST ALONG A COUNTY ROAD, THENCE
 SN0653'0.25 MILE SOUTH THROUGH A FIELD, ABOUT 0.3 MILE WEST-SOUTHWEST OF SITE
 SN0653'D 5, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH. NOTE-- CENTER
 SN0653'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0654 ***********************************************************************
 SN0654  DESIGNATION -  D 5 B 2
 SN0654  PID         -  SN0654
 SN0654  STATE/COUNTY-  ND/MCLEAN
 SN0654  USGS QUAD   -  GARRISON NE (1981)
 SN0654
 SN0654                         *CURRENT SURVEY CONTROL
 SN0654  ___________________________________________________________________
 SN0654* NAD 83(1986)-  47 43 54.     (N)    101 17 52.     (W)     SCALED    
 SN0654* NAVD 88     -       608.068  (meters)    1994.97   (feet)  ADJUSTED  
 SN0654  ___________________________________________________________________
 SN0654  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SN0654  DYNAMIC HT  -         608.124 (meters)    1995.15  (feet)  COMP
 SN0654  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 SN0654
 SN0654  VERT ORDER  -  SECOND    CLASS 0
 SN0654
 SN0654.The horizontal coordinates were scaled from a topographic map and have
 SN0654.an estimated accuracy of +/- 6 seconds.
 SN0654
 SN0654.The orthometric height was determined by differential leveling
 SN0654.and adjusted by the National Geodetic Survey in June 1991..
 SN0654
 SN0654.The geoid height was determined by GEOID03.
 SN0654
 SN0654.The dynamic height is computed by dividing the NAVD 88
 SN0654.geopotential number by the normal gravity value computed on the
 SN0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0654.degrees latitude (g = 980.6199 gals.).
 SN0654
 SN0654.The modeled gravity was interpolated from observed gravity values.
 SN0654
 SN0654;                    North         East    Units  Estimated Accuracy
 SN0654;SPC ND N     -    81,660.      540,160.      MT  (+/- 180 meters Scaled)
 SN0654
 SN0654                          SUPERSEDED SURVEY CONTROL
 SN0654
 SN0654  NGVD 29 (??/??/92)  607.66   (m)         1993.6    (f) COMPUTED    2 0
 SN0654
 SN0654.Superseded values are not recommended for survey control.
 SN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0654.See file dsdata.txt to determine how the superseded data were derived.
 SN0654
 SN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT277890(NAD 83)
 SN0654_MARKER: Z = SEE DESCRIPTION
 SN0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0654_SP_SET: CONCRETE PEDESTAL
 SN0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0654
 SN0654  HISTORY     - Date     Condition        Report By
 SN0654  HISTORY     - UNK      MONUMENTED       DOD
 SN0654  HISTORY     - 1962     GOOD             NGS
 SN0654
 SN0654                          STATION DESCRIPTION
 SN0654
 SN0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0654'6.4 MI S FROM MAX.
 SN0654'ABOUT 6.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0654'AT MAX, THENCE 0.2 MILE WEST-NORTHWEST ALONG A COUNTY ROAD, 60 FEET
 SN0654'SOUTH OF THE CENTERLINE OF THE ROAD, 39.0 FEET WEST-SOUTHWEST OF A
 SN0654'TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 SN0654'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0656 ***********************************************************************
 SN0656  DESIGNATION -  D 5 Z
 SN0656  PID         -  SN0656
 SN0656  STATE/COUNTY-  ND/MCLEAN
 SN0656  USGS QUAD   -  GARRISON NE (1981)
 SN0656
 SN0656                         *CURRENT SURVEY CONTROL
 SN0656  ___________________________________________________________________
 SN0656* NAD 83(1986)-  47 43 57.     (N)    101 17 37.     (W)     SCALED    
 SN0656* NAVD 88     -       613.457  (meters)    2012.65   (feet)  ADJUSTED  
 SN0656  ___________________________________________________________________
 SN0656  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0656  DYNAMIC HT  -         613.514 (meters)    2012.84  (feet)  COMP
 SN0656  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 SN0656
 SN0656  VERT ORDER  -  FIRST     CLASS II
 SN0656
 SN0656.The horizontal coordinates were scaled from a topographic map and have
 SN0656.an estimated accuracy of +/- 6 seconds.
 SN0656
 SN0656.The orthometric height was determined by differential leveling
 SN0656.and adjusted by the National Geodetic Survey in June 1991..
 SN0656.WARNING-Repeat measurements at this control monument indicate possible
 SN0656.vertical movement.
 SN0656
 SN0656.The geoid height was determined by GEOID03.
 SN0656
 SN0656.The dynamic height is computed by dividing the NAVD 88
 SN0656.geopotential number by the normal gravity value computed on the
 SN0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0656.degrees latitude (g = 980.6199 gals.).
 SN0656
 SN0656.The modeled gravity was interpolated from observed gravity values.
 SN0656
 SN0656;                    North         East    Units  Estimated Accuracy
 SN0656;SPC ND N     -    81,750.      540,480.      MT  (+/- 180 meters Scaled)
 SN0656
 SN0656                          SUPERSEDED SURVEY CONTROL
 SN0656
 SN0656.No superseded survey control is available for this station.
 SN0656
 SN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280891(NAD 83)
 SN0656_MARKER: DS = TRIANGULATION STATION DISK
 SN0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0656_STAMPING: D 5 Z 1962
 SN0656_MARK LOGO: CGS   
 SN0656_PROJECTION: PROJECTING 5 CENTIMETERS
 SN0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0656+STABILITY: SURFACE MOTION
 SN0656
 SN0656  HISTORY     - Date     Condition        Report By
 SN0656  HISTORY     - 1962     MONUMENTED       CGS
 SN0656  HISTORY     - 1982     GOOD             NGS
 SN0656  HISTORY     - 1985     GOOD             DMA
 SN0656
 SN0656                          STATION DESCRIPTION
 SN0656
 SN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0656'6.05 MI S FROM MAX.
 SN0656'ABOUT 6.05 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD
 SN0656'OVERPASS AT MAX, NEAR A SECTION LINE FENCE CORNER, ON THE CREST OF A
 SN0656'SMALL RISE, 99.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12.0 FEET
 SN0656'SOUTH OF A POWER POLE, 29.0 FEET NORTH OF R.M. 2, 26.0 FEET WEST OF
 SN0656'R.M. 1, 7.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 SN0656'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0656'FOOT.
 SN0656
 SN0656                          STATION RECOVERY (1982)
 SN0656
 SN0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0656'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0656'35.2 KM (21.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0656'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI) NORTH OF
 SN0656'A GRAVELED ROAD LEADING WEST, 30.1 METERS (98.8 FT) WEST OF THE
 SN0656'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 8.6 METERS (28.2
 SN0656'FT) NORTH OF REFERENCE MARK 2, 8.1 METERS (26.6 FT) WEST OF REFERENCE
 SN0656'MARK 1, 4.3 METERS (14.1 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE
 SN0656'AND 2.6 METERS (8.5 FT) SOUTH OF A UTILITY POLE.
 SN0656'THE MARK IS 2.1 METERS  S FROM A WITNESS POST.
 SN0656'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SN0656
 SN0656                          STATION RECOVERY (1985)
 SN0656
 SN0656'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 SN0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0657 ***********************************************************************
 SN0657  DESIGNATION -  D 5 Z RM 1
 SN0657  PID         -  SN0657
 SN0657  STATE/COUNTY-  ND/MCLEAN
 SN0657  USGS QUAD   -  GARRISON NE (1981)
 SN0657
 SN0657                         *CURRENT SURVEY CONTROL
 SN0657  ___________________________________________________________________
 SN0657* NAD 83(1986)-  47 43 57.     (N)    101 17 36.     (W)     SCALED    
 SN0657* NAVD 88     -       613.303  (meters)    2012.14   (feet)  ADJUSTED  
 SN0657  ___________________________________________________________________
 SN0657  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0657  DYNAMIC HT  -         613.359 (meters)    2012.33  (feet)  COMP
 SN0657  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 SN0657
 SN0657  VERT ORDER  -  FIRST     CLASS II
 SN0657
 SN0657.The horizontal coordinates were scaled from a topographic map and have
 SN0657.an estimated accuracy of +/- 6 seconds.
 SN0657
 SN0657.The orthometric height was determined by differential leveling
 SN0657.and adjusted by the National Geodetic Survey in June 1991..
 SN0657.WARNING-Repeat measurements at this control monument indicate possible
 SN0657.vertical movement.
 SN0657
 SN0657.The geoid height was determined by GEOID03.
 SN0657
 SN0657.The dynamic height is computed by dividing the NAVD 88
 SN0657.geopotential number by the normal gravity value computed on the
 SN0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0657.degrees latitude (g = 980.6199 gals.).
 SN0657
 SN0657.The modeled gravity was interpolated from observed gravity values.
 SN0657
 SN0657;                    North         East    Units  Estimated Accuracy
 SN0657;SPC ND N     -    81,750.      540,500.      MT  (+/- 180 meters Scaled)
 SN0657
 SN0657                          SUPERSEDED SURVEY CONTROL
 SN0657
 SN0657.No superseded survey control is available for this station.
 SN0657
 SN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280891(NAD 83)
 SN0657_MARKER: DR = REFERENCE MARK DISK
 SN0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0657_STAMPING: D 5 Z NO 1 1962
 SN0657_MARK LOGO: CGS   
 SN0657_PROJECTION: PROJECTING 5 CENTIMETERS
 SN0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0657+STABILITY: SURFACE MOTION
 SN0657
 SN0657  HISTORY     - Date     Condition        Report By
 SN0657  HISTORY     - 1962     MONUMENTED       CGS
 SN0657  HISTORY     - 1982     GOOD             NGS
 SN0657
 SN0657                          STATION DESCRIPTION
 SN0657
 SN0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0657'6.05 MI S FROM MAX.
 SN0657'ABOUT 6.05 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD
 SN0657'OVERPASS AT MAX, 73.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 40.4
 SN0657'FEET NORTHEAST OF R.M. 2, 26.0 FEET EAST OF THE STATION D 5 Z 1962,
 SN0657'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0657'CONCRETE POST PROJECTING 0.4 FOOT.
 SN0657
 SN0657                          STATION RECOVERY (1982)
 SN0657
 SN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0657'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0657'35.2 KM (21.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0657'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI) NORTH OF
 SN0657'A GRAVELED ROAD LEADING WEST, 22.0 METERS (72.2 FT) WEST OF THE
 SN0657'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 9.2 METERS (30.2
 SN0657'FT) EAST-SOUTHEAST OF A UTILITY POLE, 8.1 METERS (26.6 FT) EAST OF THE
 SN0657'STATION MARK AND 3.5 METERS (11.5 FT) SOUTH OF A FIELD ENTRANCE.
 SN0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0655 ***********************************************************************
 SN0655  DESIGNATION -  D 5 Z RM 2
 SN0655  PID         -  SN0655
 SN0655  STATE/COUNTY-  ND/MCLEAN
 SN0655  USGS QUAD   -  GARRISON NE (1981)
 SN0655
 SN0655                         *CURRENT SURVEY CONTROL
 SN0655  ___________________________________________________________________
 SN0655* NAD 83(1986)-  47 43 56.     (N)    101 17 37.     (W)     SCALED    
 SN0655* NAVD 88     -       613.305  (meters)    2012.15   (feet)  ADJUSTED  
 SN0655  ___________________________________________________________________
 SN0655  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0655  DYNAMIC HT  -         613.361 (meters)    2012.34  (feet)  COMP
 SN0655  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 SN0655
 SN0655  VERT ORDER  -  FIRST     CLASS II
 SN0655
 SN0655.The horizontal coordinates were scaled from a topographic map and have
 SN0655.an estimated accuracy of +/- 6 seconds.
 SN0655
 SN0655.The orthometric height was determined by differential leveling
 SN0655.and adjusted by the National Geodetic Survey in June 1991..
 SN0655.WARNING-Repeat measurements at this control monument indicate possible
 SN0655.vertical movement.
 SN0655
 SN0655.The geoid height was determined by GEOID03.
 SN0655
 SN0655.The dynamic height is computed by dividing the NAVD 88
 SN0655.geopotential number by the normal gravity value computed on the
 SN0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0655.degrees latitude (g = 980.6199 gals.).
 SN0655
 SN0655.The modeled gravity was interpolated from observed gravity values.
 SN0655
 SN0655;                    North         East    Units  Estimated Accuracy
 SN0655;SPC ND N     -    81,720.      540,470.      MT  (+/- 180 meters Scaled)
 SN0655
 SN0655                          SUPERSEDED SURVEY CONTROL
 SN0655
 SN0655.No superseded survey control is available for this station.
 SN0655
 SN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280890(NAD 83)
 SN0655_MARKER: DR = REFERENCE MARK DISK
 SN0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0655_STAMPING: D 5 Z NO 2 1962
 SN0655_MARK LOGO: CGS   
 SN0655_PROJECTION: PROJECTING 5 CENTIMETERS
 SN0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0655+STABILITY: SURFACE MOTION
 SN0655
 SN0655  HISTORY     - Date     Condition        Report By
 SN0655  HISTORY     - 1962     MONUMENTED       CGS
 SN0655  HISTORY     - 1982     GOOD             NGS
 SN0655
 SN0655                          STATION DESCRIPTION
 SN0655
 SN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0655'6.05 MI S FROM MAX.
 SN0655'ABOUT 6.05 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD
 SN0655'OVERPASS AT MAX, 99.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 40.4
 SN0655'FEET SOUTHWEST OF R.M. 1, 29.0 FEET SOUTH OF THE STATION D 5 Z 1962,
 SN0655'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0655'CONCRETE POST PROJECTING 0.4 FOOT.
 SN0655
 SN0655                          STATION RECOVERY (1982)
 SN0655
 SN0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0655'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0655'35.2 KM (21.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0655'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI) NORTH OF
 SN0655'A GRAVELED ROAD LEADING WEST, 30.5 METERS (100.1 FT) WEST OF THE
 SN0655'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 12.1 METERS (39.7
 SN0655'FT) SOUTH OF A UTILITY POLE AND 8.6 METERS (28.2 FT) SOUTH OF THE
 SN0655'STATION MARK.
 SN0655'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0434 ***********************************************************************
 RP0434  DESIGNATION -  D 50
 RP0434  PID         -  RP0434
 RP0434  STATE/COUNTY-  ND/CASS
 RP0434  USGS QUAD   -  CASSELTON (1961)
 RP0434
 RP0434                         *CURRENT SURVEY CONTROL
 RP0434  ___________________________________________________________________
 RP0434* NAD 83(1986)-  46 59 31.     (N)    097 13 07.     (W)     SCALED    
 RP0434* NAVD 88     -       291.304  (meters)     955.72   (feet)  ADJUSTED  
 RP0434  ___________________________________________________________________
 RP0434  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RP0434  DYNAMIC HT  -         291.337 (meters)     955.83  (feet)  COMP
 RP0434  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 RP0434
 RP0434  VERT ORDER  -  SECOND    CLASS 0
 RP0434
 RP0434.The horizontal coordinates were scaled from a topographic map and have
 RP0434.an estimated accuracy of +/- 6 seconds.
 RP0434
 RP0434.The orthometric height was determined by differential leveling
 RP0434.and adjusted by the National Geodetic Survey in June 1991..
 RP0434
 RP0434.The geoid height was determined by GEOID03.
 RP0434
 RP0434.The dynamic height is computed by dividing the NAVD 88
 RP0434.geopotential number by the normal gravity value computed on the
 RP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0434.degrees latitude (g = 980.6199 gals.).
 RP0434
 RP0434.The modeled gravity was interpolated from observed gravity values.
 RP0434
 RP0434;                    North         East    Units  Estimated Accuracy
 RP0434;SPC ND S     -   152,530.      849,520.      MT  (+/- 180 meters Scaled)
 RP0434
 RP0434                          SUPERSEDED SURVEY CONTROL
 RP0434
 RP0434  NGVD 29 (??/??/92)  290.998  (m)          954.72   (f) ADJ UNCH    2 0
 RP0434
 RP0434.Superseded values are not recommended for survey control.
 RP0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0434.See file dsdata.txt to determine how the superseded data were derived.
 RP0434
 RP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT354058(NAD 83)
 RP0434_MARKER: DB = BENCH MARK DISK
 RP0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0434_STAMPING: D 50 1934
 RP0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0434+STABILITY: SURFACE MOTION
 RP0434
 RP0434  HISTORY     - Date     Condition        Report By
 RP0434  HISTORY     - 1934     MONUMENTED       CGS
 RP0434  HISTORY     - 1967     GOOD             DOD
 RP0434  HISTORY     - 1982     GOOD             NGS
 RP0434
 RP0434                          STATION DESCRIPTION
 RP0434
 RP0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0434'6.3 MI N FROM CASSELTON.
 RP0434'6.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0434'CASSELTON, CASS COUNTY, 0.8 MILE SOUTH OF THE STATION AT AMENIA, 0.3
 RP0434'MILE NORTH OF MILEPOST 61, AT A COUNTY-ROAD GRADE CROSSING, 43 FEET
 RP0434'NORTH OF THE CENTERLINE OF THE ROAD, 45 FEET EAST OF THE EAST RAIL,
 RP0434'AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RP0434'D 50 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 RP0434'ABOVE GROUND.  NOTE-- A METAL WITNESS POST IS 2 FT N OF THE MARK.
 RP0434
 RP0434                          STATION RECOVERY (1967)
 RP0434
 RP0434'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0434'RECOVERED IN GOOD CONDITION.
 RP0434
 RP0434                          STATION RECOVERY (1982)
 RP0434
 RP0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0725 ***********************************************************************
 RR0725  DESIGNATION -  D 501
 RR0725  PID         -  RR0725
 RR0725  STATE/COUNTY-  ND/MORTON
 RR0725  USGS QUAD   -  NEW SALEM (1980)
 RR0725
 RR0725                         *CURRENT SURVEY CONTROL
 RR0725  ___________________________________________________________________
 RR0725* NAD 83(1986)-  46 46 30.     (N)    101 23 03.     (W)     SCALED    
 RR0725* NAVD 88     -       683.694  (meters)    2243.09   (feet)  ADJUSTED  
 RR0725  ___________________________________________________________________
 RR0725  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RR0725  DYNAMIC HT  -         683.691 (meters)    2243.08  (feet)  COMP
 RR0725  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 RR0725
 RR0725  VERT ORDER  -  FIRST     CLASS II
 RR0725
 RR0725.The horizontal coordinates were scaled from a topographic map and have
 RR0725.an estimated accuracy of +/- 6 seconds.
 RR0725
 RR0725.The orthometric height was determined by differential leveling
 RR0725.and adjusted by the National Geodetic Survey in June 1991..
 RR0725
 RR0725.The geoid height was determined by GEOID03.
 RR0725
 RR0725.The dynamic height is computed by dividing the NAVD 88
 RR0725.geopotential number by the normal gravity value computed on the
 RR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0725.degrees latitude (g = 980.6199 gals.).
 RR0725
 RR0725.The modeled gravity was interpolated from observed gravity values.
 RR0725
 RR0725;                    North         East    Units  Estimated Accuracy
 RR0725;SPC ND S     -   123,580.      532,480.      MT  (+/- 180 meters Scaled)
 RR0725
 RR0725                          SUPERSEDED SURVEY CONTROL
 RR0725
 RR0725.No superseded survey control is available for this station.
 RR0725
 RR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS179829(NAD 83)
 RR0725_MARKER: I = METAL ROD
 RR0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0725_SP_SET: STAINLESS STEEL ROD
 RR0725_STAMPING: D 501 1985
 RR0725_MARK LOGO: NGS   
 RR0725_PROJECTION: FLUSH
 RR0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0725_ROD/PIPE-DEPTH: 4.9  meters
 RR0725
 RR0725  HISTORY     - Date     Condition        Report By
 RR0725  HISTORY     - 1985     MONUMENTED       NGS
 RR0725
 RR0725                          STATION DESCRIPTION
 RR0725
 RR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0725'8.9 KM (5.55 MI) SOUTH FROM NEW SALEM.
 RR0725'8.9 KM (5.5 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF COUNTY
 RR0725'ROAD 139 AT NEW SALEM, AT A SECTION LINE ROAD AND A FENCE LEADING
 RR0725'EAST, 18.6 METERS (61 FT) EAST OF THE CENTER OF THE ROAD, 13.7 METERS
 RR0725'(45 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD LEADING EAST, 2.7
 RR0725'METERS (9 FT) SOUTH OF A FENCE CORNER AND 0.2 METER (0.5 FT) WEST OF
 RR0725'THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RR0725'CAP.
 RR0725'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RR0725'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0748 ***********************************************************************
 RR0748  DESIGNATION -  D 502
 RR0748  PID         -  RR0748
 RR0748  STATE/COUNTY-  ND/GRANT
 RR0748  USGS QUAD   -  RALEIGH (1980)
 RR0748
 RR0748                         *CURRENT SURVEY CONTROL
 RR0748  ___________________________________________________________________
 RR0748* NAD 83(1986)-  46 21 24.     (N)    101 17 54.     (W)     SCALED    
 RR0748* NAVD 88     -       619.400  (meters)    2032.15   (feet)  ADJUSTED  
 RR0748  ___________________________________________________________________
 RR0748  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 RR0748  DYNAMIC HT  -         619.379 (meters)    2032.08  (feet)  COMP
 RR0748  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 RR0748
 RR0748  VERT ORDER  -  FIRST     CLASS II
 RR0748
 RR0748.The horizontal coordinates were scaled from a topographic map and have
 RR0748.an estimated accuracy of +/- 6 seconds.
 RR0748
 RR0748.The orthometric height was determined by differential leveling
 RR0748.and adjusted by the National Geodetic Survey in June 1991..
 RR0748
 RR0748.The geoid height was determined by GEOID03.
 RR0748
 RR0748.The dynamic height is computed by dividing the NAVD 88
 RR0748.geopotential number by the normal gravity value computed on the
 RR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0748.degrees latitude (g = 980.6199 gals.).
 RR0748
 RR0748.The modeled gravity was interpolated from observed gravity values.
 RR0748
 RR0748;                    North         East    Units  Estimated Accuracy
 RR0748;SPC ND S     -    77,010.      538,560.      MT  (+/- 180 meters Scaled)
 RR0748
 RR0748                          SUPERSEDED SURVEY CONTROL
 RR0748
 RR0748.No superseded survey control is available for this station.
 RR0748
 RR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS231362(NAD 83)
 RR0748_MARKER: DB = BENCH MARK DISK
 RR0748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RR0748_SP_SET: BRIDGE ABUTMENT
 RR0748_STAMPING: D 502 1985
 RR0748_MARK LOGO: NGS   
 RR0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0748
 RR0748  HISTORY     - Date     Condition        Report By
 RR0748  HISTORY     - 1985     MONUMENTED       NGS
 RR0748
 RR0748                          STATION DESCRIPTION
 RR0748
 RR0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0748'IN RALEIGH.
 RR0748'IN RALEIGH, IN THE EAST END OF THE NORTH ABUTMENT OF STATE HIGHWAY 31
 RR0748'BRIDGE OVER A SMALL CREEK, 5.2 METERS (17 FT) EAST OF THE HIGHWAY
 RR0748'CENTERLINE.
 RR0748'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0641 ***********************************************************************
 QQ0641  DESIGNATION -  D 504
 QQ0641  PID         -  QQ0641
 QQ0641  STATE/COUNTY-  ND/RICHLAND
 QQ0641  USGS QUAD   -  NEW EFFINGTON NE (1972)
 QQ0641
 QQ0641                         *CURRENT SURVEY CONTROL
 QQ0641  ___________________________________________________________________
 QQ0641* NAD 83(1986)-  45 59 40.     (N)    096 50 07.     (W)     SCALED    
 QQ0641* NAVD 88     -       330.052  (meters)    1082.85   (feet)  ADJUSTED  
 QQ0641  ___________________________________________________________________
 QQ0641  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QQ0641  DYNAMIC HT  -         330.052 (meters)    1082.85  (feet)  COMP
 QQ0641  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QQ0641
 QQ0641  VERT ORDER  -  FIRST     CLASS II
 QQ0641
 QQ0641.The horizontal coordinates were scaled from a topographic map and have
 QQ0641.an estimated accuracy of +/- 6 seconds.
 QQ0641
 QQ0641.The orthometric height was determined by differential leveling
 QQ0641.and adjusted by the National Geodetic Survey in June 1991..
 QQ0641
 QQ0641.The geoid height was determined by GEOID03.
 QQ0641
 QQ0641.The dynamic height is computed by dividing the NAVD 88
 QQ0641.geopotential number by the normal gravity value computed on the
 QQ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0641.degrees latitude (g = 980.6199 gals.).
 QQ0641
 QQ0641.The modeled gravity was interpolated from observed gravity values.
 QQ0641
 QQ0641;                    North         East    Units  Estimated Accuracy
 QQ0641;SPC ND S     -    43,060.      883,820.      MT  (+/- 180 meters Scaled)
 QQ0641
 QQ0641                          SUPERSEDED SURVEY CONTROL
 QQ0641
 QQ0641.No superseded survey control is available for this station.
 QQ0641
 QQ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR676957(NAD 83)
 QQ0641_MARKER: I = METAL ROD
 QQ0641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QQ0641_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QQ0641_STAMPING: D 504 1990
 QQ0641_MARK LOGO: NGS   
 QQ0641_PROJECTION: FLUSH
 QQ0641_MAGNETIC: I = MARKER IS A STEEL ROD
 QQ0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QQ0641+STABILITY: POSITION/ELEVATION WELL
 QQ0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0641+SATELLITE: SATELLITE OBSERVATIONS - 1990
 QQ0641_ROD/PIPE-DEPTH: 27.1 meters
 QQ0641_SLEEVE-DEPTH  : 11.9 meters
 QQ0641
 QQ0641  HISTORY     - Date     Condition        Report By
 QQ0641  HISTORY     - 1990     MONUMENTED       NGS
 QQ0641
 QQ0641                          STATION DESCRIPTION
 QQ0641
 QQ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QQ0641'4.6 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 QQ0641'COUNTY ROAD 1 IN HANKINSON, THENCE 6.5 KM (4.0 MI) SOUTHERLY ALONG
 QQ0641'INTERSTATE HIGHWAY 29, 79.5 M (260.8 FT) NORTHEAST OF THE NORTHEAST
 QQ0641'CORNER OF AN OVERPASS, 42.7 M (140.1 FT) EAST OF THE CENTERLINE OF
 QQ0641'THE NORTHBOUND LANES OF THE HIGHWAY, 12.3 M (40.4 FT) NORTH OF THE
 QQ0641'MOST NORTHERLY OF 3 FENCE BRACE POSTS, 2.3 M (7.5 FT) WEST OF A
 QQ0641'WITNESS POST AND FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 QQ0641'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QQ0641'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1175 ***********************************************************************
 RP1175  DESIGNATION -  D 505
 RP1175  PID         -  RP1175
 RP1175  STATE/COUNTY-  ND/RICHLAND
 RP1175  USGS QUAD   -  DWIGHT (1979)
 RP1175
 RP1175                         *CURRENT SURVEY CONTROL
 RP1175  ___________________________________________________________________
 RP1175* NAD 83(1986)-  46 15 41.     (N)    096 44 25.     (W)     SCALED    
 RP1175* NAVD 88     -       292.241  (meters)     958.79   (feet)  ADJUSTED  
 RP1175  ___________________________________________________________________
 RP1175  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP1175  DYNAMIC HT  -         292.244 (meters)     958.80  (feet)  COMP
 RP1175  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 RP1175
 RP1175  VERT ORDER  -  FIRST     CLASS II
 RP1175
 RP1175.The horizontal coordinates were scaled from a topographic map and have
 RP1175.an estimated accuracy of +/- 6 seconds.
 RP1175
 RP1175.The orthometric height was determined by differential leveling
 RP1175.and adjusted by the National Geodetic Survey in June 1991..
 RP1175
 RP1175.The geoid height was determined by GEOID03.
 RP1175
 RP1175.The dynamic height is computed by dividing the NAVD 88
 RP1175.geopotential number by the normal gravity value computed on the
 RP1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1175.degrees latitude (g = 980.6199 gals.).
 RP1175
 RP1175.The modeled gravity was interpolated from observed gravity values.
 RP1175
 RP1175;                    North         East    Units  Estimated Accuracy
 RP1175;SPC ND S     -    73,040.      889,750.      MT  (+/- 180 meters Scaled)
 RP1175
 RP1175                          SUPERSEDED SURVEY CONTROL
 RP1175
 RP1175.No superseded survey control is available for this station.
 RP1175
 RP1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741255(NAD 83)
 RP1175_MARKER: I = METAL ROD
 RP1175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1175_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1175_STAMPING: D 505 1990
 RP1175_MARK LOGO: NGS   
 RP1175_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1175_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1175+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 RP1175_ROD/PIPE-DEPTH: 12.9 meters
 RP1175_SLEEVE-DEPTH  : 0.9 meters
 RP1175
 RP1175  HISTORY     - Date     Condition        Report By
 RP1175  HISTORY     - 1990     MONUMENTED       NGS
 RP1175  HISTORY     - 20030204 GOOD             NDDT
 RP1175
 RP1175                          STATION DESCRIPTION
 RP1175
 RP1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1175'9.9 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1175'STATE HIGHWAY 127 IN WAHPETON, 32.5 M (106.6 FT) EAST OF THE
 RP1175'CENTERLINE OF COUNTY ROAD 81, 23.8 M (78.1 FT) NORTH OF THE HIGHWAY
 RP1175'CENTERLINE, 18.2 M (59.7 FT) EAST OF THE EAST END OF A 24-INCH
 RP1175'CONCRETE CULVERT, 17.5 M (57.4 FT) SOUTH OF A UTILITY PEDESTAL, 0.6 M
 RP1175'(2.0 FT) WEST OF A WITNESS POST, AND 0.6 M (2.0 FT) BELOW THE LEVEL
 RP1175'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RP1175'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET SPECIFICATIONS OF A CLASS A
 RP1175'MARK.
 RP1175
 RP1175                          STATION RECOVERY (2003)
 RP1175
 RP1175'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (WP)
 RP1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1142 ***********************************************************************
 RP1142  DESIGNATION -  D 506
 RP1142  PID         -  RP1142
 RP1142  STATE/COUNTY-  ND/CASS
 RP1142  USGS QUAD   -  FARGO SOUTH (1993)
 RP1142
 RP1142                         *CURRENT SURVEY CONTROL
 RP1142  ___________________________________________________________________
 RP1142* NAD 83(1986)-  46 49 06.     (N)    096 48 14.     (W)     SCALED    
 RP1142* NAVD 88     -       275.851  (meters)     905.02   (feet)  ADJUSTED  
 RP1142  ___________________________________________________________________
 RP1142  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP1142  DYNAMIC HT  -         275.872 (meters)     905.09  (feet)  COMP
 RP1142  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 RP1142
 RP1142  VERT ORDER  -  FIRST     CLASS II
 RP1142
 RP1142.The horizontal coordinates were scaled from a topographic map and have
 RP1142.an estimated accuracy of +/- 6 seconds.
 RP1142
 RP1142.The orthometric height was determined by differential leveling
 RP1142.and adjusted by the National Geodetic Survey in June 1991..
 RP1142
 RP1142.The geoid height was determined by GEOID03.
 RP1142
 RP1142.The dynamic height is computed by dividing the NAVD 88
 RP1142.geopotential number by the normal gravity value computed on the
 RP1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1142.degrees latitude (g = 980.6199 gals.).
 RP1142
 RP1142.The modeled gravity was interpolated from observed gravity values.
 RP1142
 RP1142;                    North         East    Units  Estimated Accuracy
 RP1142;SPC ND S     -   134,650.      881,940.      MT  (+/- 180 meters Scaled)
 RP1142
 RP1142                          SUPERSEDED SURVEY CONTROL
 RP1142
 RP1142.No superseded survey control is available for this station.
 RP1142
 RP1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS675873(NAD 83)
 RP1142_MARKER: I = METAL ROD
 RP1142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1142_SP_SET: STAINLESS STEEL ROD
 RP1142_STAMPING: D 506 1990
 RP1142_MARK LOGO: NGS   
 RP1142_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1142_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1142+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1142_ROD/PIPE-DEPTH: 14.6 meters
 RP1142
 RP1142  HISTORY     - Date     Condition        Report By
 RP1142  HISTORY     - 1990     MONUMENTED       NGS
 RP1142
 RP1142                          STATION DESCRIPTION
 RP1142
 RP1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1142'3.4 KM (2.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1142'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1142'30.2 M (99.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.3 M (53.5
 RP1142'FT) NORTH OF AND LEVEL WITH THE CENTER OF 40TH STREET SOUTH, 0.6 M
 RP1142'(2.0 FT) NORTH OF A FENCE CORNER, AND 0.3 M (1.0 FT) EAST OF A
 RP1142'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 RP1142'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0432 ***********************************************************************
 SL0432  DESIGNATION -  D 51
 SL0432  PID         -  SL0432
 SL0432  STATE/COUNTY-  ND/TRAILL
 SL0432  USGS QUAD   -  HATTON SW (1970)
 SL0432
 SL0432                         *CURRENT SURVEY CONTROL
 SL0432  ___________________________________________________________________
 SL0432* NAD 83(1986)-  47 36 51.     (N)    097 25 56.     (W)     SCALED    
 SL0432* NAVD 88     -       322.395  (meters)    1057.72   (feet)  ADJUSTED  
 SL0432  ___________________________________________________________________
 SL0432  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 SL0432  DYNAMIC HT  -         322.439 (meters)    1057.87  (feet)  COMP
 SL0432  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 SL0432
 SL0432  VERT ORDER  -  SECOND    CLASS 0
 SL0432
 SL0432.The horizontal coordinates were scaled from a topographic map and have
 SL0432.an estimated accuracy of +/- 6 seconds.
 SL0432
 SL0432.The orthometric height was determined by differential leveling
 SL0432.and adjusted by the National Geodetic Survey in June 1991..
 SL0432
 SL0432.The geoid height was determined by GEOID03.
 SL0432
 SL0432.The dynamic height is computed by dividing the NAVD 88
 SL0432.geopotential number by the normal gravity value computed on the
 SL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0432.degrees latitude (g = 980.6199 gals.).
 SL0432
 SL0432.The modeled gravity was interpolated from observed gravity values.
 SL0432
 SL0432;                    North         East    Units  Estimated Accuracy
 SL0432;SPC ND N     -    72,880.      830,570.      MT  (+/- 180 meters Scaled)
 SL0432
 SL0432                          SUPERSEDED SURVEY CONTROL
 SL0432
 SL0432  NGVD 29 (??/??/92)  322.026  (m)         1056.51   (f) ADJ UNCH    2 0
 SL0432
 SL0432.Superseded values are not recommended for survey control.
 SL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0432.See file dsdata.txt to determine how the superseded data were derived.
 SL0432
 SL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT178746(NAD 83)
 SL0432_MARKER: DB = BENCH MARK DISK
 SL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0432_STAMPING: D-51 -- 1934
 SL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0432+STABILITY: SURFACE MOTION
 SL0432
 SL0432  HISTORY     - Date     Condition        Report By
 SL0432  HISTORY     - 1934     MONUMENTED       CGS
 SL0432  HISTORY     - 1970     MARK NOT FOUND   USGS
 SL0432
 SL0432                          STATION DESCRIPTION
 SL0432
 SL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0432'2 MI SE FROM HATTON.
 SL0432'2 MILES SOUTHEAST OF THE G.N.R. STATION AT HATTON.  75 FT. NORTHWEST
 SL0432'OF CENTERLINE OF GRADE CROSSING OF A DIRT ROAD.  40.3 FT. SOUTHWEST OF
 SL0432'WEST RAIL OF TRACK.  9 FT. NORTHWEST OF MILE POST NO. 107. STANDARD
 SL0432'TABLET SET IN TOP OF CONCRETE POST 2 IN. HIGH.  A STANDARD DISK
 SL0432'STAMPED D 51 1934.  NOTE-- ROAD HAS BEEN WIDENED IN THE AREA.
 SL0432
 SL0432                          STATION RECOVERY (1970)
 SL0432
 SL0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SL0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0893 ***********************************************************************
 SL0893  DESIGNATION -  D 52
 SL0893  PID         -  SL0893
 SL0893  STATE/COUNTY-  ND/STEELE
 SL0893  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0893
 SL0893                         *CURRENT SURVEY CONTROL
 SL0893  ___________________________________________________________________
 SL0893* NAD 83(1986)-  47 31 14.     (N)    097 42 29.     (W)     SCALED    
 SL0893* NAVD 88     -       378.868  (meters)    1243.00   (feet)  ADJUSTED  
 SL0893  ___________________________________________________________________
 SL0893  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SL0893  DYNAMIC HT  -         378.914 (meters)    1243.15  (feet)  COMP
 SL0893  MODELED GRAV-     980,723.8   (mgal)                       NAVD 88
 SL0893
 SL0893  VERT ORDER  -  SECOND    CLASS 0
 SL0893
 SL0893.The horizontal coordinates were scaled from a topographic map and have
 SL0893.an estimated accuracy of +/- 6 seconds.
 SL0893
 SL0893.The orthometric height was determined by differential leveling
 SL0893.and adjusted by the National Geodetic Survey in June 1991..
 SL0893
 SL0893.The geoid height was determined by GEOID03.
 SL0893
 SL0893.The dynamic height is computed by dividing the NAVD 88
 SL0893.geopotential number by the normal gravity value computed on the
 SL0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0893.degrees latitude (g = 980.6199 gals.).
 SL0893
 SL0893.The modeled gravity was interpolated from observed gravity values.
 SL0893
 SL0893;                    North         East    Units  Estimated Accuracy
 SL0893;SPC ND N     -    61,690.      810,220.      MT  (+/- 180 meters Scaled)
 SL0893
 SL0893                          SUPERSEDED SURVEY CONTROL
 SL0893
 SL0893  NGVD 29 (??/??/92)  378.514  (m)         1241.84   (f) ADJ UNCH    2 0
 SL0893
 SL0893.Superseded values are not recommended for survey control.
 SL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0893.See file dsdata.txt to determine how the superseded data were derived.
 SL0893
 SL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT972638(NAD 83)
 SL0893_MARKER: DB = BENCH MARK DISK
 SL0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0893_STAMPING: D-52 -- 1934
 SL0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0893+STABILITY: SURFACE MOTION
 SL0893
 SL0893  HISTORY     - Date     Condition        Report By
 SL0893  HISTORY     - 1934     MONUMENTED       CGS
 SL0893  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0893
 SL0893                          STATION DESCRIPTION
 SL0893
 SL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0893'6.3 MI E FROM FINLEY.
 SL0893'IS LOCATED 6.3 MILES EAST OF THE STEELE COUNTY COURT HOUSE AT FINLEY.
 SL0893'50 FT. SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF HY. NO. 7
 SL0893'AND A SECTION ROAD.  43 FT. WEST OF CENTERLINE OF SECTION ROAD.  34
 SL0893'FT. SOUTH OF CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF
 SL0893'CONCRETE POST 6 IN. HIGH.
 SL0893
 SL0893                          STATION RECOVERY (1963)
 SL0893
 SL0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0394 ***********************************************************************
 SM0394  DESIGNATION -  D 53
 SM0394  PID         -  SM0394
 SM0394  STATE/COUNTY-  ND/BARNES
 SM0394  USGS QUAD   -  DAZEY (1961)
 SM0394
 SM0394                         *CURRENT SURVEY CONTROL
 SM0394  ___________________________________________________________________
 SM0394* NAD 83(1986)-  47 07 55.     (N)    098 12 03.     (W)     SCALED    
 SM0394* NAVD 88     -       436.531  (meters)    1432.19   (feet)  ADJUSTED  
 SM0394  ___________________________________________________________________
 SM0394  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SM0394  DYNAMIC HT  -         436.559 (meters)    1432.28  (feet)  COMP
 SM0394  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 SM0394
 SM0394  VERT ORDER  -  SECOND    CLASS 0
 SM0394
 SM0394.The horizontal coordinates were scaled from a topographic map and have
 SM0394.an estimated accuracy of +/- 6 seconds.
 SM0394
 SM0394.The orthometric height was determined by differential leveling
 SM0394.and adjusted by the National Geodetic Survey in June 1991..
 SM0394
 SM0394.The geoid height was determined by GEOID03.
 SM0394
 SM0394.The dynamic height is computed by dividing the NAVD 88
 SM0394.geopotential number by the normal gravity value computed on the
 SM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0394.degrees latitude (g = 980.6199 gals.).
 SM0394
 SM0394.The modeled gravity was interpolated from observed gravity values.
 SM0394
 SM0394;                    North         East    Units  Estimated Accuracy
 SM0394;SPC ND S     -   165,430.      774,400.      MT  (+/- 180 meters Scaled)
 SM0394
 SM0394                          SUPERSEDED SURVEY CONTROL
 SM0394
 SM0394  NGVD 29 (??/??/92)  436.174  (m)         1431.01   (f) ADJ UNCH    2 0
 SM0394
 SM0394.Superseded values are not recommended for survey control.
 SM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0394.See file dsdata.txt to determine how the superseded data were derived.
 SM0394
 SM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT606201(NAD 83)
 SM0394_MARKER: DB = BENCH MARK DISK
 SM0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0394_STAMPING: D 53 1934
 SM0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0394+STABILITY: SURFACE MOTION
 SM0394
 SM0394  HISTORY     - Date     Condition        Report By
 SM0394  HISTORY     - 1934     MONUMENTED       CGS
 SM0394  HISTORY     - 1961     GOOD             NGS
 SM0394
 SM0394                          STATION DESCRIPTION
 SM0394
 SM0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0394'4.2 MI N FROM ROGERS.
 SM0394'4.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0394'ROGERS, BARNES COUNTY, AT A ROAD CROSSING, 42 FEET NORTH OF THE
 SM0394'CENTERLINE OF THE ROAD, AND 30.4 FEET EAST OF THE TRACK.  A STANDARD
 SM0394'DISK, STAMPED D 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0394'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- AT A PRIVATE ROAD CROSSING
 SM0394'THAT CROSSES THE RAILROAD ON THE HALF-SECTION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0863 ***********************************************************************
 SL0863  DESIGNATION -  D 54
 SL0863  PID         -  SL0863
 SL0863  STATE/COUNTY-  ND/NELSON
 SL0863  USGS QUAD   -  ANETA (1967)
 SL0863
 SL0863                         *CURRENT SURVEY CONTROL
 SL0863  ___________________________________________________________________
 SL0863* NAD 83(1986)-  47 40 46.     (N)    097 59 09.     (W)     SCALED    
 SL0863* NAVD 88     -       458.572  (meters)    1504.50   (feet)  ADJUSTED  
 SL0863  ___________________________________________________________________
 SL0863  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SL0863  DYNAMIC HT  -         458.631 (meters)    1504.69  (feet)  COMP
 SL0863  MODELED GRAV-     980,726.3   (mgal)                       NAVD 88
 SL0863
 SL0863  VERT ORDER  -  SECOND    CLASS 0
 SL0863
 SL0863.The horizontal coordinates were scaled from a topographic map and have
 SL0863.an estimated accuracy of +/- 6 seconds.
 SL0863
 SL0863.The orthometric height was determined by differential leveling
 SL0863.and adjusted by the National Geodetic Survey in June 1991..
 SL0863.WARNING-Repeat measurements at this control monument indicate possible
 SL0863.vertical movement.
 SL0863
 SL0863.The geoid height was determined by GEOID03.
 SL0863
 SL0863.The dynamic height is computed by dividing the NAVD 88
 SL0863.geopotential number by the normal gravity value computed on the
 SL0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0863.degrees latitude (g = 980.6199 gals.).
 SL0863
 SL0863.The modeled gravity was interpolated from observed gravity values.
 SL0863
 SL0863;                    North         East    Units  Estimated Accuracy
 SL0863;SPC ND N     -    78,620.      788,740.      MT  (+/- 180 meters Scaled)
 SL0863
 SL0863                          SUPERSEDED SURVEY CONTROL
 SL0863
 SL0863  NGVD 29 (??/??/92)  458.198  (m)         1503.27   (f) ADJ UNCH    2 0
 SL0863
 SL0863.Superseded values are not recommended for survey control.
 SL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0863.See file dsdata.txt to determine how the superseded data were derived.
 SL0863
 SL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT761811(NAD 83)
 SL0863_MARKER: DB = BENCH MARK DISK
 SL0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0863_STAMPING: D 54 1934
 SL0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0863+STABILITY: SURFACE MOTION
 SL0863
 SL0863  HISTORY     - Date     Condition        Report By
 SL0863  HISTORY     - 1934     MONUMENTED       CGS
 SL0863  HISTORY     - 1963     GOOD             NGS
 SL0863
 SL0863                          STATION DESCRIPTION
 SL0863
 SL0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0863'IN ANETA.
 SL0863'AT ANETA, ALONG THE GREAT NORTHERN RAILWAY, 94 YARDS NORTHWEST OF THE
 SL0863'NORTHWEST END OF THE STATION, IN SECTION 32, T 149 N, R 57 W, IN THE
 SL0863'SOUTHEAST CORNER OF A SMALL PARK, 130 FEET SOUTHEAST OF THE MILEPOST
 SL0863'67, 76 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 50 FEET NORTH OF THE
 SL0863'CENTER LINE OF MAIN STREET, 89 FEET NORTH OF THE NORTHEAST CORNER OF
 SL0863'THE ROBERTSON LUMBER COMPANY BUILDING, 68 FEET EAST OF A FLAG POLE, 18
 SL0863'FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 9 FEET SOUTH OF A 16-INCH
 SL0863'ELM TREE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 SL0863'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0940 ***********************************************************************
 TE0940  DESIGNATION -  D 56
 TE0940  PID         -  TE0940
 TE0940  STATE/COUNTY-  ND/CAVALIER
 TE0940  USGS QUAD   -  HAMPDEN (1970)
 TE0940
 TE0940                         *CURRENT SURVEY CONTROL
 TE0940  ___________________________________________________________________
 TE0940* NAD 83(1986)-  48 34 54.     (N)    098 42 35.     (W)     SCALED    
 TE0940* NAVD 88     -       480.372  (meters)    1576.02   (feet)  ADJUSTED  
 TE0940  ___________________________________________________________________
 TE0940  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE0940  DYNAMIC HT  -         480.470 (meters)    1576.34  (feet)  COMP
 TE0940  MODELED GRAV-     980,799.7   (mgal)                       NAVD 88
 TE0940
 TE0940  VERT ORDER  -  SECOND    CLASS 0
 TE0940
 TE0940.The horizontal coordinates were scaled from a topographic map and have
 TE0940.an estimated accuracy of +/- 6 seconds.
 TE0940
 TE0940.The orthometric height was determined by differential leveling
 TE0940.and adjusted by the National Geodetic Survey in June 1991..
 TE0940
 TE0940.The geoid height was determined by GEOID03.
 TE0940
 TE0940.The dynamic height is computed by dividing the NAVD 88
 TE0940.geopotential number by the normal gravity value computed on the
 TE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0940.degrees latitude (g = 980.6199 gals.).
 TE0940
 TE0940.The modeled gravity was interpolated from observed gravity values.
 TE0940
 TE0940;                    North         East    Units  Estimated Accuracy
 TE0940;SPC ND N     -   177,390.      732,080.      MT  (+/- 180 meters Scaled)
 TE0940
 TE0940                          SUPERSEDED SURVEY CONTROL
 TE0940
 TE0940  NGVD 29 (??/??/92)  480.04   (m)         1574.9    (f) COMPUTED    2 0
 TE0940
 TE0940.Superseded values are not recommended for survey control.
 TE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0940.See file dsdata.txt to determine how the superseded data were derived.
 TE0940
 TE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU214809(NAD 83)
 TE0940_MARKER: DB = BENCH MARK DISK
 TE0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0940_STAMPING: D 56 1934
 TE0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0940+STABILITY: SURFACE MOTION
 TE0940
 TE0940  HISTORY     - Date     Condition        Report By
 TE0940  HISTORY     - 1934     MONUMENTED       CGS
 TE0940  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0940
 TE0940                          STATION DESCRIPTION
 TE0940
 TE0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0940'3.9 MI NW FROM HAMPDEN.
 TE0940'IN CAVALIER COUNTY, 3.9 MILES NORTHWEST ALONG THE GREAT NORTHERN
 TE0940'RAILWAY FROM THE STATION AT HAMPDEN, RAMSEY COUNTY, 0.9 MILE SOUTHEAST
 TE0940'OF THE SECTION AT WEAVER, AT A ROAD CROSSING, 43 FEET WEST OF THE
 TE0940'CENTERLINE OF THE ROAD, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 TE0940'4.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 TE0940'STAMPED D 56 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0940'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1146 ***********************************************************************
 TE1146  DESIGNATION -  D 57
 TE1146  PID         -  TE1146
 TE1146  STATE/COUNTY-  ND/TOWNER
 TE1146  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1146
 TE1146                         *CURRENT SURVEY CONTROL
 TE1146  ___________________________________________________________________
 TE1146* NAD 83(1986)-  48 59 35.     (N)    099 10 36.     (W)     SCALED    
 TE1146* NAVD 88     -       479.519  (meters)    1573.22   (feet)  ADJUSTED  
 TE1146  ___________________________________________________________________
 TE1146  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 TE1146  DYNAMIC HT  -         479.643 (meters)    1573.63  (feet)  COMP
 TE1146  MODELED GRAV-     980,853.1   (mgal)                       NAVD 88
 TE1146
 TE1146  VERT ORDER  -  SECOND    CLASS 0
 TE1146
 TE1146.The horizontal coordinates were scaled from a topographic map and have
 TE1146.an estimated accuracy of +/- 6 seconds.
 TE1146
 TE1146.The orthometric height was determined by differential leveling
 TE1146.and adjusted by the National Geodetic Survey in June 1991..
 TE1146
 TE1146.The geoid height was determined by GEOID03.
 TE1146
 TE1146.The dynamic height is computed by dividing the NAVD 88
 TE1146.geopotential number by the normal gravity value computed on the
 TE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1146.degrees latitude (g = 980.6199 gals.).
 TE1146
 TE1146.The modeled gravity was interpolated from observed gravity values.
 TE1146
 TE1146;                    North         East    Units  Estimated Accuracy
 TE1146;SPC ND N     -   222,440.      696,850.      MT  (+/- 180 meters Scaled)
 TE1146
 TE1146                          SUPERSEDED SURVEY CONTROL
 TE1146
 TE1146  NGVD 29 (??/??/92)  479.111  (m)         1571.88   (f) ADJ UNCH    2 0
 TE1146
 TE1146.Superseded values are not recommended for survey control.
 TE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1146.See file dsdata.txt to determine how the superseded data were derived.
 TE1146
 TE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV870266(NAD 83)
 TE1146_MARKER: DB = BENCH MARK DISK
 TE1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1146_STAMPING: D 57 1934
 TE1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1146+STABILITY: SURFACE MOTION
 TE1146
 TE1146  HISTORY     - Date     Condition        Report By
 TE1146  HISTORY     - 1934     MONUMENTED       CGS
 TE1146  HISTORY     - 1935     GOOD             NGS
 TE1146
 TE1146                          STATION DESCRIPTION
 TE1146
 TE1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1146'11.5 MI NW FROM SARLES.
 TE1146'IN TOWNER COUNTY, 8.5 MILES WEST AND 3 MILES NORTH ALONG COUNTY ROADS
 TE1146'FROM THE GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY,
 TE1146'0.5 MILE SOUTH OF THE CANADIAN BOUNDARY LINE, AT THE NORTHEAST CORNER
 TE1146'OF SECTION 34, T 164 N, R 66 W, AT A ROAD INTERSECTION, 32 FEET SOUTH
 TE1146'OF THE CENTERLINE OF THE EAST-AND-WEST SECTION-LINE ROAD, AND 30 FEET
 TE1146'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH SECTION-LINE ROAD.  A
 TE1146'STANDARD DISK, STAMPED D 57 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1146'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0364 ***********************************************************************
 TD0364  DESIGNATION -  D 58
 TD0364  PID         -  TD0364
 TD0364  STATE/COUNTY-  ND/WALSH
 TD0364  USGS QUAD   -  GRAFTON (1960)
 TD0364
 TD0364                         *CURRENT SURVEY CONTROL
 TD0364  ___________________________________________________________________
 TD0364* NAD 83(1986)-  48 23 51.     (N)    097 24 10.     (W)     SCALED    
 TD0364* NAVD 88     -       251.510  (meters)     825.16   (feet)  ADJUSTED  
 TD0364  ___________________________________________________________________
 TD0364  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 TD0364  DYNAMIC HT  -         251.569 (meters)     825.36  (feet)  COMP
 TD0364  MODELED GRAV-     980,841.0   (mgal)                       NAVD 88
 TD0364
 TD0364  VERT ORDER  -  SECOND    CLASS 0
 TD0364
 TD0364.The horizontal coordinates were scaled from a topographic map and have
 TD0364.an estimated accuracy of +/- 6 seconds.
 TD0364
 TD0364.The orthometric height was determined by differential leveling
 TD0364.and adjusted by the National Geodetic Survey in June 1991..
 TD0364
 TD0364.The geoid height was determined by GEOID03.
 TD0364
 TD0364.The dynamic height is computed by dividing the NAVD 88
 TD0364.geopotential number by the normal gravity value computed on the
 TD0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0364.degrees latitude (g = 980.6199 gals.).
 TD0364
 TD0364.The modeled gravity was interpolated from observed gravity values.
 TD0364
 TD0364;                    North         East    Units  Estimated Accuracy
 TD0364;SPC ND N     -   159,990.      829,280.      MT  (+/- 180 meters Scaled)
 TD0364
 TD0364                          SUPERSEDED SURVEY CONTROL
 TD0364
 TD0364  NGVD 29 (??/??/92)  251.173  (m)          824.06   (f) ADJ UNCH    2 0
 TD0364
 TD0364.Superseded values are not recommended for survey control.
 TD0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0364.See file dsdata.txt to determine how the superseded data were derived.
 TD0364
 TD0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU182617(NAD 83)
 TD0364_MARKER: DB = BENCH MARK DISK
 TD0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0364_STAMPING: D-58 -- 1934
 TD0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0364+STABILITY: SURFACE MOTION
 TD0364
 TD0364  HISTORY     - Date     Condition        Report By
 TD0364  HISTORY     - 1934     MONUMENTED       CGS
 TD0364  HISTORY     - 1943     GOOD             NGS
 TD0364  HISTORY     - 1980     GOOD             LOCSUR
 TD0364
 TD0364                          STATION DESCRIPTION
 TD0364
 TD0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0364'1.5 MI S FROM GRAFTON.
 TD0364'1.5 MILES SOUTH OF THE G.N.R. STATION AT GRAFTON.  81 YDS. NORTH OF
 TD0364'MILE POST NO. 38.  153 FT. SOUTH OF CENTERLINE OF A GRADED COUNTY ROAD
 TD0364'THAT CROSSES THE TRACKS.  106 FT. SOUTH OF CORNER POST OF R/W FENCE.
 TD0364'45.2 FT. WEST OF WEST RAIL OF TRACK.  5 FT. NORTH OF A TELEGRAPH POLE.
 TD0364'2.5 FT. EAST OF R/W FENCE.  STANDARD DISK SET IN TOP OF CONCRETE POST
 TD0364'8 IN. HIGH.
 TD0364
 TD0364                          STATION RECOVERY (1943)
 TD0364
 TD0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 TD0364'RECOVERED IN GOOD CONDITION.
 TD0364
 TD0364                          STATION RECOVERY (1980)
 TD0364
 TD0364'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0298 ***********************************************************************
 TD0298  DESIGNATION -  D 59
 TD0298  PID         -  TD0298
 TD0298  STATE/COUNTY-  ND/PEMBINA
 TD0298  USGS QUAD   -  BATHGATE NE (1970)
 TD0298
 TD0298                         *CURRENT SURVEY CONTROL
 TD0298  ___________________________________________________________________
 TD0298* NAD 83(1996)-  48 55 11.19602(N)    097 15 14.87203(W)     ADJUSTED  
 TD0298* NAVD 88     -       243.178  (meters)     797.83   (feet)  POSTED    
 TD0298  ___________________________________________________________________
 TD0298  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TD0298  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 TD0298  DYNAMIC HT  -         243.250 (meters)     798.06  (feet)  COMP
 TD0298  MODELED GRAV-     980,899.1   (mgal)                       NAVD 88
 TD0298
 TD0298  HORZ ORDER  -  THIRD
 TD0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TD0298
 TD0298.The horizontal coordinates were established by classical geodetic methods
 TD0298.and adjusted by the National Geodetic Survey in January 1998..
 TD0298
 TD0298.The orthometric height was determined by differential leveling
 TD0298.and adjusted by the National Geodetic Survey in 1992..
 TD0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TD0298.rate of 0.0 thru 1.0 mm/km.
 TD0298
 TD0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0298
 TD0298.The geoid height was determined by GEOID03.
 TD0298
 TD0298.The dynamic height is computed by dividing the NAVD 88
 TD0298.geopotential number by the normal gravity value computed on the
 TD0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0298.degrees latitude (g = 980.6199 gals.).
 TD0298
 TD0298.The modeled gravity was interpolated from observed gravity values.
 TD0298
 TD0298;                    North         East     Units Scale Factor Converg.
 TD0298;SPC ND N     -   218,469.465   837,826.869   MT  1.00004232   +2 24 55.3
 TD0298;SPC ND N     -   716,763.34  2,748,775.82   iFT  1.00004232   +2 24 55.3
 TD0298;UTM  14      - 5,420,006.863   627,899.541   MT  0.99980096   +1 18 58.3
 TD0298
 TD0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0298!SPC ND N     -   0.99996607  x   1.00004232  =   1.00000839
 TD0298!UTM  14      -   0.99996607  x   0.99980096  =   0.99976703
 TD0298
 TD0298                          SUPERSEDED SURVEY CONTROL
 TD0298
 TD0298  NAD 83(1986)-  48 55 11.18666(N)    097 15 14.86242(W) AD(       ) 3
 TD0298  NAD 27      -  48 55 11.23339(N)    097 15 13.61864(W) AD(       ) 3
 TD0298  NGVD 29 (??/??/92)  242.766  (m)          796.47   (f) ADJ UNCH    2 0
 TD0298
 TD0298.Superseded values are not recommended for survey control.
 TD0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0298.See file dsdata.txt to determine how the superseded data were derived.
 TD0298
 TD0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2790020007(NAD 83)
 TD0298_MARKER: DB = BENCH MARK DISK
 TD0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0298_STAMPING: D-59 1934
 TD0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0298+STABILITY: SURFACE MOTION
 TD0298
 TD0298  HISTORY     - Date     Condition        Report By
 TD0298  HISTORY     - 1934     MONUMENTED       CGS
 TD0298  HISTORY     - 1968     GOOD             NDHD
 TD0298  HISTORY     - 1970     GOOD             USGS
 TD0298
 TD0298                          STATION DESCRIPTION
 TD0298
 TD0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0298'3.6 MI S FROM PEMBINA.
 TD0298'3.6 MILES SOUTH OF THE N.P.R. STATION AT PEMBINA.  96 YDS. SOUTH OF
 TD0298'MILE POST NO. 186.  55 1/2 FT. SOUTH OF CENTERLINE OF A GRADED COUNTY
 TD0298'ROAD THAT CROSSES TRACK.  44.6 FT. SOUTHWEST OF WEST END OF A 36 IN.
 TD0298'CONCRETE PIPE CULVERT UNDER TRACK.  43 FT. WEST OF WEST RAIL OF TRACK.
 TD0298'STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH.
 TD0298
 TD0298                          STATION RECOVERY (1968)
 TD0298
 TD0298'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968
 TD0298'RECOVERED IN GOOD CONDITION.
 TD0298
 TD0298                          STATION RECOVERY (1970)
 TD0298
 TD0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0298'PEMBINA, 3.6 MI S. OF ALONG N.P. RR.  288 FT S. OF MILEPOST 186.  36
 TD0298'FT S. OF RD.  45 FT SW. OF W. END OF CONCRETE PIPE CULVERT, 43 FT W.
 TD0298'OF W. RAIL.  15 FT S. OF FENCE CORNER.  IN CONCRETE POST.  USC AND GS
 TD0298'STANDARD DISK STAMPED---D 59---.  (NOTE--MARK IS NOW 43 FT SW. OF W.
 TD0298'END OF CONCRETE CULVERT, 44.6 FT W. OF W. RAIL OF RR., 1 FT E. OF A
 TD0298'WHITE METAL FENCE POST /WITNESS POST/ FOUND IN GOOD CONDITION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0062 ***********************************************************************
 TG0062  DESIGNATION -  D 6
 TG0062  PID         -  TG0062
 TG0062  STATE/COUNTY-  ND/BURKE
 TG0062  USGS QUAD   -  FLAXTON (1947)
 TG0062
 TG0062                         *CURRENT SURVEY CONTROL
 TG0062  ___________________________________________________________________
 TG0062* NAD 83(1986)-  48 56 06.     (N)    102 27 03.     (W)     SCALED    
 TG0062* NAVD 88     -       594.199  (meters)    1949.47   (feet)  ADJUSTED  
 TG0062  ___________________________________________________________________
 TG0062  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 TG0062  DYNAMIC HT  -         594.333 (meters)    1949.91  (feet)  COMP
 TG0062  MODELED GRAV-     980,815.1   (mgal)                       NAVD 88
 TG0062
 TG0062  VERT ORDER  -  FIRST     CLASS II
 TG0062
 TG0062.The horizontal coordinates were scaled from a topographic map and have
 TG0062.an estimated accuracy of +/- 6 seconds.
 TG0062
 TG0062.The orthometric height was determined by differential leveling
 TG0062.and adjusted by the National Geodetic Survey in June 1991..
 TG0062
 TG0062.The geoid height was determined by GEOID03.
 TG0062
 TG0062.The dynamic height is computed by dividing the NAVD 88
 TG0062.geopotential number by the normal gravity value computed on the
 TG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0062.degrees latitude (g = 980.6199 gals.).
 TG0062
 TG0062.The modeled gravity was interpolated from observed gravity values.
 TG0062
 TG0062;                    North         East    Units  Estimated Accuracy
 TG0062;SPC ND N     -   216,960.      457,080.      MT  (+/- 180 meters Scaled)
 TG0062
 TG0062                          SUPERSEDED SURVEY CONTROL
 TG0062
 TG0062  NGVD 29 (??/??/92)  593.791  (m)         1948.13   (f) ADJ UNCH    1 2
 TG0062
 TG0062.Superseded values are not recommended for survey control.
 TG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0062.See file dsdata.txt to determine how the superseded data were derived.
 TG0062
 TG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ866233(NAD 83)
 TG0062_MARKER: DB = BENCH MARK DISK
 TG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0062_STAMPING: D6 ELEV. 1948 129 FT.
 TG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0062+STABILITY: SURFACE MOTION
 TG0062
 TG0062  HISTORY     - Date     Condition        Report By
 TG0062  HISTORY     - UNK      MONUMENTED       CGS
 TG0062  HISTORY     - 1963     GOOD             NGS
 TG0062
 TG0062                          STATION DESCRIPTION
 TG0062
 TG0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0062'3.6 MI NW FROM FLAXTON.
 TG0062'ABOUT 3.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0062'AT FLAXTON, IN SECTION 23, T 163 N, R 91 W, 10 1/2 POLES SOUTHEAST OF
 TG0062'A CROSSING OF THE RAILROAD AND A COUNTY ROAD, 38 1/2 FEET NORTHEAST OF
 TG0062'THE NORTHEAST RAIL, 56 FEET SOUTHEAST OF MILE POST 544, 0.7 FOOT
 TG0062'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0062'RAILS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 TG0062'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0662 ***********************************************************************
 SN0662  DESIGNATION -  D 6 B 1
 SN0662  PID         -  SN0662
 SN0662  STATE/COUNTY-  ND/MCLEAN
 SN0662  USGS QUAD   -  GARRISON NE (1981)
 SN0662
 SN0662                         *CURRENT SURVEY CONTROL
 SN0662  ___________________________________________________________________
 SN0662* NAD 83(1986)-  47 39 42.     (N)    101 17 31.     (W)     SCALED    
 SN0662* NAVD 88     -       591.417  (meters)    1940.34   (feet)  ADJUSTED  
 SN0662  ___________________________________________________________________
 SN0662  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SN0662  DYNAMIC HT  -         591.470 (meters)    1940.51  (feet)  COMP
 SN0662  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0662
 SN0662  VERT ORDER  -  SECOND    CLASS 0
 SN0662
 SN0662.The horizontal coordinates were scaled from a topographic map and have
 SN0662.an estimated accuracy of +/- 6 seconds.
 SN0662
 SN0662.The orthometric height was determined by differential leveling
 SN0662.and adjusted by the National Geodetic Survey in June 1991..
 SN0662
 SN0662.The geoid height was determined by GEOID03.
 SN0662
 SN0662.The dynamic height is computed by dividing the NAVD 88
 SN0662.geopotential number by the normal gravity value computed on the
 SN0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0662.degrees latitude (g = 980.6199 gals.).
 SN0662
 SN0662.The modeled gravity was interpolated from observed gravity values.
 SN0662
 SN0662;                    North         East    Units  Estimated Accuracy
 SN0662;SPC ND N     -    73,870.      540,520.      MT  (+/- 180 meters Scaled)
 SN0662
 SN0662                          SUPERSEDED SURVEY CONTROL
 SN0662
 SN0662  NGVD 29 (??/??/92)  591.00   (m)         1939.0    (f) COMPUTED    2 0
 SN0662
 SN0662.Superseded values are not recommended for survey control.
 SN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0662.See file dsdata.txt to determine how the superseded data were derived.
 SN0662
 SN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT279812(NAD 83)
 SN0662_MARKER: Z = SEE DESCRIPTION
 SN0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0662_SP_SET: CONCRETE PEDESTAL
 SN0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0662
 SN0662  HISTORY     - Date     Condition        Report By
 SN0662  HISTORY     - UNK      MONUMENTED       DOD
 SN0662  HISTORY     - 1962     GOOD             NGS
 SN0662
 SN0662                          STATION DESCRIPTION
 SN0662
 SN0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0662'7.25 MI NE FROM GARRISON.
 SN0662'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0662'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN0662'MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.25 MILE NORTHWEST ACROSS A
 SN0662'FIELD, ON THE EAST SLOPE OF A SLIGHT RIDGE, 0.2 MILE NORTHWEST OF SITE
 SN0662'D 6, 0.1 MILE WEST OF U.S. HIGHWAY 83, A 1 1/2 X 4 FOOT CONCRETE
 SN0662'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0663 ***********************************************************************
 SN0663  DESIGNATION -  D 6 B 2
 SN0663  PID         -  SN0663
 SN0663  STATE/COUNTY-  ND/MCLEAN
 SN0663  USGS QUAD   -  GARRISON NE (1981)
 SN0663
 SN0663                         *CURRENT SURVEY CONTROL
 SN0663  ___________________________________________________________________
 SN0663* NAD 83(1986)-  47 39 46.     (N)    101 17 01.     (W)     SCALED    
 SN0663* NAVD 88     -       591.221  (meters)    1939.70   (feet)  ADJUSTED  
 SN0663  ___________________________________________________________________
 SN0663  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0663  DYNAMIC HT  -         591.274 (meters)    1939.87  (feet)  COMP
 SN0663  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0663
 SN0663  VERT ORDER  -  SECOND    CLASS 0
 SN0663
 SN0663.The horizontal coordinates were scaled from a topographic map and have
 SN0663.an estimated accuracy of +/- 6 seconds.
 SN0663
 SN0663.The orthometric height was determined by differential leveling
 SN0663.and adjusted by the National Geodetic Survey in June 1991..
 SN0663
 SN0663.The geoid height was determined by GEOID03.
 SN0663
 SN0663.The dynamic height is computed by dividing the NAVD 88
 SN0663.geopotential number by the normal gravity value computed on the
 SN0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0663.degrees latitude (g = 980.6199 gals.).
 SN0663
 SN0663.The modeled gravity was interpolated from observed gravity values.
 SN0663
 SN0663;                    North         East    Units  Estimated Accuracy
 SN0663;SPC ND N     -    73,990.      541,150.      MT  (+/- 180 meters Scaled)
 SN0663
 SN0663                          SUPERSEDED SURVEY CONTROL
 SN0663
 SN0663  NGVD 29 (??/??/92)  590.81   (m)         1938.3    (f) COMPUTED    2 0
 SN0663
 SN0663.Superseded values are not recommended for survey control.
 SN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0663.See file dsdata.txt to determine how the superseded data were derived.
 SN0663
 SN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT285813(NAD 83)
 SN0663_MARKER: Z = SEE DESCRIPTION
 SN0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0663_SP_SET: CONCRETE PEDESTAL
 SN0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0663
 SN0663  HISTORY     - Date     Condition        Report By
 SN0663  HISTORY     - UNK      MONUMENTED       DOD
 SN0663  HISTORY     - 1962     GOOD             NGS
 SN0663
 SN0663                          STATION DESCRIPTION
 SN0663
 SN0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0663'7.75 MI NE FROM GARRISON.
 SN0663'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0663'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN0663'MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.4 MILE EAST ALONG A
 SN0663'GRAVELED ROAD, THENCE 0.35 MILE NORTH-NORTHWEST ACROSS A FIELD, ON THE
 SN0663'CREST OF A HILL, AT THE SOUTH EDGE OF A GRASSY AREA, A 1 1/2 X 4 FOOT
 SN0663'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 SN0663'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0660 ***********************************************************************
 SN0660  DESIGNATION -  D 6 Z
 SN0660  PID         -  SN0660
 SN0660  STATE/COUNTY-  ND/MCLEAN
 SN0660  USGS QUAD   -  GARRISON NE (1981)
 SN0660
 SN0660                         *CURRENT SURVEY CONTROL
 SN0660  ___________________________________________________________________
 SN0660* NAD 83(1986)-  47 39 40.     (N)    101 17 01.     (W)     SCALED    
 SN0660* NAVD 88     -       593.165  (meters)    1946.08   (feet)  ADJUSTED  
 SN0660  ___________________________________________________________________
 SN0660  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0660  DYNAMIC HT  -         593.218 (meters)    1946.25  (feet)  COMP
 SN0660  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0660
 SN0660  VERT ORDER  -  SECOND    CLASS 0
 SN0660
 SN0660.The horizontal coordinates were scaled from a topographic map and have
 SN0660.an estimated accuracy of +/- 6 seconds.
 SN0660
 SN0660.The orthometric height was determined by differential leveling
 SN0660.and adjusted by the National Geodetic Survey in June 1991..
 SN0660
 SN0660.The geoid height was determined by GEOID03.
 SN0660
 SN0660.The dynamic height is computed by dividing the NAVD 88
 SN0660.geopotential number by the normal gravity value computed on the
 SN0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0660.degrees latitude (g = 980.6199 gals.).
 SN0660
 SN0660.The modeled gravity was interpolated from observed gravity values.
 SN0660
 SN0660;                    North         East    Units  Estimated Accuracy
 SN0660;SPC ND N     -    73,800.      541,140.      MT  (+/- 180 meters Scaled)
 SN0660
 SN0660                          SUPERSEDED SURVEY CONTROL
 SN0660
 SN0660  NGVD 29 (??/??/92)  592.75   (m)         1944.7    (f) COMPUTED    2 0
 SN0660
 SN0660.Superseded values are not recommended for survey control.
 SN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0660.See file dsdata.txt to determine how the superseded data were derived.
 SN0660
 SN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT285811(NAD 83)
 SN0660_MARKER: DS = TRIANGULATION STATION DISK
 SN0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0660_STAMPING: D 6 Z 1962
 SN0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0660+STABILITY: SURFACE MOTION
 SN0660
 SN0660  HISTORY     - Date     Condition        Report By
 SN0660  HISTORY     - 1962     MONUMENTED       CGS
 SN0660  HISTORY     - 1985     GOOD             DMA
 SN0660
 SN0660                          STATION DESCRIPTION
 SN0660
 SN0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0660'7.4 MI NE FROM GARRISON.
 SN0660'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0660'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN0660'MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.4 MILE EAST ALONG A
 SN0660'GRAVELED ROAD, 45.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 44.0
 SN0660'FEET NORTH OF THE NORTHWEST CORNER OF A GRAIN BIN, 28.0 FEET SOUTH OF
 SN0660'R.M. 1, 31.0 FEET WEST OF R.M. 2, 8.0 FEET SOUTHEAST OF A WITNESS
 SN0660'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 SN0660'OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SN0660
 SN0660                          STATION RECOVERY (1985)
 SN0660
 SN0660'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 SN0660'STATION MARK AND REFERENCE MARK NO 1. THE WITNESS POST IS GONE.
 SN0660'REFERENCE MARK NO 2. WAS APPARENTLY STRUCK BY FARM MACHINERY. THE
 SN0660'CONCRETE MONUMENT IS STILL IN PLACE BUT IS BADLY DAMAGED. THE DISK IS
 SN0660'MISSING, BUT THE STEM IS IN PLACE. THE USAF MONOLITH AZIMUTH MARK IS
 SN0660'NUMBERED D 5 - B 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0659 ***********************************************************************
 SN0659  DESIGNATION -  D 6 Z RM 1
 SN0659  PID         -  SN0659
 SN0659  STATE/COUNTY-  ND/MCLEAN
 SN0659  USGS QUAD   -  GARRISON NE (1981)
 SN0659
 SN0659                         *CURRENT SURVEY CONTROL
 SN0659  ___________________________________________________________________
 SN0659* NAD 83(1986)-  47 39 41.     (N)    101 17 01.     (W)     SCALED    
 SN0659* NAVD 88     -       592.547  (meters)    1944.05   (feet)  ADJUSTED  
 SN0659  ___________________________________________________________________
 SN0659  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0659  DYNAMIC HT  -         592.599 (meters)    1944.22  (feet)  COMP
 SN0659  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0659
 SN0659  VERT ORDER  -  SECOND    CLASS 0
 SN0659
 SN0659.The horizontal coordinates were scaled from a topographic map and have
 SN0659.an estimated accuracy of +/- 6 seconds.
 SN0659
 SN0659.The orthometric height was determined by differential leveling
 SN0659.and adjusted by the National Geodetic Survey in June 1991..
 SN0659
 SN0659.The geoid height was determined by GEOID03.
 SN0659
 SN0659.The dynamic height is computed by dividing the NAVD 88
 SN0659.geopotential number by the normal gravity value computed on the
 SN0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0659.degrees latitude (g = 980.6199 gals.).
 SN0659
 SN0659.The modeled gravity was interpolated from observed gravity values.
 SN0659
 SN0659;                    North         East    Units  Estimated Accuracy
 SN0659;SPC ND N     -    73,830.      541,140.      MT  (+/- 180 meters Scaled)
 SN0659
 SN0659                          SUPERSEDED SURVEY CONTROL
 SN0659
 SN0659  NGVD 29 (??/??/92)  592.13   (m)         1942.7    (f) COMPUTED    2 0
 SN0659
 SN0659.Superseded values are not recommended for survey control.
 SN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0659.See file dsdata.txt to determine how the superseded data were derived.
 SN0659
 SN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT285811(NAD 83)
 SN0659_MARKER: DR = REFERENCE MARK DISK
 SN0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0659_STAMPING: D 6 Z NO 1 1962
 SN0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0659+STABILITY: SURFACE MOTION
 SN0659
 SN0659  HISTORY     - Date     Condition        Report By
 SN0659  HISTORY     - 1962     MONUMENTED       CGS
 SN0659
 SN0659                          STATION DESCRIPTION
 SN0659
 SN0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0659'7.4 MI NE FROM GARRISON.
 SN0659'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0659'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN0659'MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.4 MILE EAST ALONG A
 SN0659'GRAVELED ROAD, 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 41.5 FEET
 SN0659'NORTHWEST OF R.M. 2, 28.0 FEET NORTH OF THE STATION D 6 Z 1962, ABOUT
 SN0659'12 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SN0659'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0661 ***********************************************************************
 SN0661  DESIGNATION -  D 6 Z RM 2
 SN0661  PID         -  SN0661
 SN0661  STATE/COUNTY-  ND/MCLEAN
 SN0661  USGS QUAD   -  GARRISON NE (1981)
 SN0661
 SN0661                         *CURRENT SURVEY CONTROL
 SN0661  ___________________________________________________________________
 SN0661* NAD 83(1986)-  47 39 40.     (N)    101 17 01.     (W)     SCALED    
 SN0661* NAVD 88     -       593.293  (meters)    1946.50   (feet)  ADJUSTED  
 SN0661  ___________________________________________________________________
 SN0661  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0661  DYNAMIC HT  -         593.346 (meters)    1946.67  (feet)  COMP
 SN0661  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0661
 SN0661  VERT ORDER  -  SECOND    CLASS 0
 SN0661
 SN0661.The horizontal coordinates were scaled from a topographic map and have
 SN0661.an estimated accuracy of +/- 6 seconds.
 SN0661
 SN0661.The orthometric height was determined by differential leveling
 SN0661.and adjusted by the National Geodetic Survey in June 1991..
 SN0661
 SN0661.The geoid height was determined by GEOID03.
 SN0661
 SN0661.The dynamic height is computed by dividing the NAVD 88
 SN0661.geopotential number by the normal gravity value computed on the
 SN0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0661.degrees latitude (g = 980.6199 gals.).
 SN0661
 SN0661.The modeled gravity was interpolated from observed gravity values.
 SN0661
 SN0661;                    North         East    Units  Estimated Accuracy
 SN0661;SPC ND N     -    73,800.      541,140.      MT  (+/- 180 meters Scaled)
 SN0661
 SN0661                          SUPERSEDED SURVEY CONTROL
 SN0661
 SN0661  NGVD 29 (??/??/92)  592.88   (m)         1945.1    (f) COMPUTED    2 0
 SN0661
 SN0661.Superseded values are not recommended for survey control.
 SN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0661.See file dsdata.txt to determine how the superseded data were derived.
 SN0661
 SN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT285811(NAD 83)
 SN0661_MARKER: DR = REFERENCE MARK DISK
 SN0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0661_STAMPING: D 6 Z NO 2 1962
 SN0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0661+STABILITY: SURFACE MOTION
 SN0661
 SN0661  HISTORY     - Date     Condition        Report By
 SN0661  HISTORY     - 1962     MONUMENTED       CGS
 SN0661
 SN0661                          STATION DESCRIPTION
 SN0661
 SN0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0661'7.4 MI NE FROM GARRISON.
 SN0661'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0661'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN0661'MILE NORTH ALONG U.S. HIGHWAY 83, THENCE 0.4 MILE EAST ALONG A
 SN0661'GRAVELED ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 41.5 FEET
 SN0661'SOUTHEAST OF R.M. 1, 31.0 FEET EAST OF THE STATION D 6 Z 1962, ABOUT 2
 SN0661'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SN0661'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0049 ***********************************************************************
 TE0049  DESIGNATION -  D 60
 TE0049  PID         -  TE0049
 TE0049  STATE/COUNTY-  ND/CAVALIER
 TE0049  USGS QUAD   -  MILTON (1972)
 TE0049
 TE0049                         *CURRENT SURVEY CONTROL
 TE0049  ___________________________________________________________________
 TE0049* NAD 83(1986)-  48 37 30.     (N)    098 02 33.     (W)     SCALED    
 TE0049* NAVD 88     -       483.792  (meters)    1587.24   (feet)  ADJUSTED  
 TE0049  ___________________________________________________________________
 TE0049  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 TE0049  DYNAMIC HT  -         483.889 (meters)    1587.56  (feet)  COMP
 TE0049  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TE0049
 TE0049  VERT ORDER  -  SECOND    CLASS 0
 TE0049
 TE0049.The horizontal coordinates were scaled from a topographic map and have
 TE0049.an estimated accuracy of +/- 6 seconds.
 TE0049
 TE0049.The orthometric height was determined by differential leveling
 TE0049.and adjusted by the National Geodetic Survey in June 1991..
 TE0049
 TE0049.The geoid height was determined by GEOID03.
 TE0049
 TE0049.The dynamic height is computed by dividing the NAVD 88
 TE0049.geopotential number by the normal gravity value computed on the
 TE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0049.degrees latitude (g = 980.6199 gals.).
 TE0049
 TE0049.The modeled gravity was interpolated from observed gravity values.
 TE0049
 TE0049;                    North         East    Units  Estimated Accuracy
 TE0049;SPC ND N     -   183,570.      781,130.      MT  (+/- 180 meters Scaled)
 TE0049
 TE0049                          SUPERSEDED SURVEY CONTROL
 TE0049
 TE0049  NGVD 29 (??/??/92)  483.414  (m)         1586.00   (f) ADJ UNCH    2 0
 TE0049
 TE0049.Superseded values are not recommended for survey control.
 TE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0049.See file dsdata.txt to determine how the superseded data were derived.
 TE0049
 TE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU705862(NAD 83)
 TE0049_MARKER: DB = BENCH MARK DISK
 TE0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0049_STAMPING: D 60 1934
 TE0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0049+STABILITY: SURFACE MOTION
 TE0049
 TE0049  HISTORY     - Date     Condition        Report By
 TE0049  HISTORY     - 1934     MONUMENTED       CGS
 TE0049  HISTORY     - 1964     GOOD             NGS
 TE0049  HISTORY     - 1968     GOOD             DOD
 TE0049
 TE0049                          STATION DESCRIPTION
 TE0049
 TE0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0049'IN MILTON.
 TE0049'AT MILTON, IN S 6, R 57 W, T 159 N, 137 FEET EAST OF THE EAST CORNER
 TE0049'OF THE GREAT NORTHERN RAILWAY STATION, 74 FEET NORTHEAST OF THE
 TE0049'NORTHEAST RAIL OF THE MAIN TRACK, 27 FEET NORTHWEST OF THE EXTENDED
 TE0049'CENTER LINE OF A STREET LEADING NORTHEAST, 29 FEET SOUTHWEST OF THE
 TE0049'CENTER LINE OF A STREET WHICH PARALLELS THE TRACK, 1.0 FOOT NORTHWEST
 TE0049'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 TE0049'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0049
 TE0049                          STATION RECOVERY (1968)
 TE0049
 TE0049'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0912 ***********************************************************************
 TE0912  DESIGNATION -  D 61
 TE0912  PID         -  TE0912
 TE0912  STATE/COUNTY-  ND/CAVALIER
 TE0912  USGS QUAD   -  CALIO (1971)
 TE0912
 TE0912                         *CURRENT SURVEY CONTROL
 TE0912  ___________________________________________________________________
 TE0912* NAD 83(1986)-  48 37 51.     (N)    098 54 17.     (W)     SCALED    
 TE0912* NAVD 88     -       478.015  (meters)    1568.29   (feet)  ADJUSTED  
 TE0912  ___________________________________________________________________
 TE0912  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE0912  DYNAMIC HT  -         478.116 (meters)    1568.62  (feet)  COMP
 TE0912  MODELED GRAV-     980,807.7   (mgal)                       NAVD 88
 TE0912
 TE0912  VERT ORDER  -  SECOND    CLASS 0
 TE0912
 TE0912.The horizontal coordinates were scaled from a topographic map and have
 TE0912.an estimated accuracy of +/- 6 seconds.
 TE0912
 TE0912.The orthometric height was determined by differential leveling
 TE0912.and adjusted by the National Geodetic Survey in June 1991..
 TE0912
 TE0912.The geoid height was determined by GEOID03.
 TE0912
 TE0912.The dynamic height is computed by dividing the NAVD 88
 TE0912.geopotential number by the normal gravity value computed on the
 TE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0912.degrees latitude (g = 980.6199 gals.).
 TE0912
 TE0912.The modeled gravity was interpolated from observed gravity values.
 TE0912
 TE0912;                    North         East    Units  Estimated Accuracy
 TE0912;SPC ND N     -   182,540.      717,580.      MT  (+/- 180 meters Scaled)
 TE0912
 TE0912                          SUPERSEDED SURVEY CONTROL
 TE0912
 TE0912  NGVD 29 (??/??/92)  477.636  (m)         1567.04   (f) ADJ UNCH    2 0
 TE0912
 TE0912.Superseded values are not recommended for survey control.
 TE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0912.See file dsdata.txt to determine how the superseded data were derived.
 TE0912
 TE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU070864(NAD 83)
 TE0912_MARKER: DB = BENCH MARK DISK
 TE0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0912_STAMPING: D 61 1934
 TE0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0912+STABILITY: SURFACE MOTION
 TE0912
 TE0912  HISTORY     - Date     Condition        Report By
 TE0912  HISTORY     - 1934     MONUMENTED       CGS
 TE0912
 TE0912                          STATION DESCRIPTION
 TE0912
 TE0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0912'1.3 MI E FROM CALIO.
 TE0912'1.3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT CALIO,
 TE0912'CAVALIER COUNTY, 117 FEET EAST OF THE CENTER OF A COUNTY-ROAD
 TE0912'CROSSING, 40.8 FEET NORTH OF THE NORTH RAIL, AND 35 FEET SOUTH OF THE
 TE0912'CENTERLINE OF STATE HIGHWAY 29.  A STANDARD DISK, STAMPED D 61 1934
 TE0912'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TE0912'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1471 ***********************************************************************
 TE1471  DESIGNATION -  D 62
 TE1471  PID         -  TE1471
 TE1471  STATE/COUNTY-  ND/ROLETTE
 TE1471  USGS QUAD   -  ROLETTE (1971)
 TE1471
 TE1471                         *CURRENT SURVEY CONTROL
 TE1471  ___________________________________________________________________
 TE1471* NAD 83(1986)-  48 39 33.     (N)    099 49 13.     (W)     SCALED    
 TE1471* NAVD 88     -       495.801  (meters)    1626.64   (feet)  ADJUSTED  
 TE1471  ___________________________________________________________________
 TE1471  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 TE1471  DYNAMIC HT  -         495.916 (meters)    1627.02  (feet)  COMP
 TE1471  MODELED GRAV-     980,826.3   (mgal)                       NAVD 88
 TE1471
 TE1471  VERT ORDER  -  SECOND    CLASS 0
 TE1471
 TE1471.The horizontal coordinates were scaled from a topographic map and have
 TE1471.an estimated accuracy of +/- 6 seconds.
 TE1471
 TE1471.The orthometric height was determined by differential leveling
 TE1471.and adjusted by the National Geodetic Survey in June 1991..
 TE1471
 TE1471.The geoid height was determined by GEOID03.
 TE1471
 TE1471.The dynamic height is computed by dividing the NAVD 88
 TE1471.geopotential number by the normal gravity value computed on the
 TE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1471.degrees latitude (g = 980.6199 gals.).
 TE1471
 TE1471.The modeled gravity was interpolated from observed gravity values.
 TE1471
 TE1471;                    North         East    Units  Estimated Accuracy
 TE1471;SPC ND N     -   184,700.      650,070.      MT  (+/- 180 meters Scaled)
 TE1471
 TE1471                          SUPERSEDED SURVEY CONTROL
 TE1471
 TE1471  NGVD 29 (??/??/92)  495.428  (m)         1625.42   (f) ADJ UNCH    2 0
 TE1471
 TE1471.Superseded values are not recommended for survey control.
 TE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1471.See file dsdata.txt to determine how the superseded data were derived.
 TE1471
 TE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU395898(NAD 83)
 TE1471_MARKER: DB = BENCH MARK DISK
 TE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1471_STAMPING: D-62--1934
 TE1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1471+STABILITY: SURFACE MOTION
 TE1471
 TE1471  HISTORY     - Date     Condition        Report By
 TE1471  HISTORY     - 1934     MONUMENTED       CGS
 TE1471  HISTORY     - 1968     GOOD             USGS
 TE1471
 TE1471                          STATION DESCRIPTION
 TE1471
 TE1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1471'1.2 MI E FROM ROLETTE.
 TE1471'1.1 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1471'RAILWAY FROM THE STATION AT ROLETTE, ROLETTE COUNTY, 82 FEET NORTHEAST
 TE1471'OF THE CENTER OF A SECTION-LINE ROAD CROSSING, 70 FEET EAST OF THE
 TE1471'CENTER LINE OF THE ROAD, 44.3 FEET NORTH OF THE NORTH RAIL, AND 1.3
 TE1471'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 62
 TE1471'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 TE1471'ABOVE GROUND.  NOTE-- A STEEL POST WITH WITNESS MARKER WAS ERECTED.
 TE1471
 TE1471                          STATION RECOVERY (1968)
 TE1471
 TE1471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0477 ***********************************************************************
 TF0477  DESIGNATION -  D 63
 TF0477  PID         -  TF0477
 TF0477  STATE/COUNTY-  ND/BOTTINEAU
 TF0477  USGS QUAD   -  DEEP (1950)
 TF0477
 TF0477                         *CURRENT SURVEY CONTROL
 TF0477  ___________________________________________________________________
 TF0477* NAD 83(1986)-  48 40 35.     (N)    100 51 52.     (W)     SCALED    
 TF0477* NAVD 88     -       444.176  (meters)    1457.27   (feet)  ADJUSTED  
 TF0477  ___________________________________________________________________
 TF0477  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0477  DYNAMIC HT  -         444.271 (meters)    1457.58  (feet)  COMP
 TF0477  MODELED GRAV-     980,811.0   (mgal)                       NAVD 88
 TF0477
 TF0477  VERT ORDER  -  SECOND    CLASS 0
 TF0477
 TF0477.The horizontal coordinates were scaled from a topographic map and have
 TF0477.an estimated accuracy of +/- 6 seconds.
 TF0477
 TF0477.The orthometric height was determined by differential leveling
 TF0477.and adjusted by the National Geodetic Survey in June 1991..
 TF0477
 TF0477.The geoid height was determined by GEOID03.
 TF0477
 TF0477.The dynamic height is computed by dividing the NAVD 88
 TF0477.geopotential number by the normal gravity value computed on the
 TF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0477.degrees latitude (g = 980.6199 gals.).
 TF0477
 TF0477.The modeled gravity was interpolated from observed gravity values.
 TF0477
 TF0477;                    North         East    Units  Estimated Accuracy
 TF0477;SPC ND N     -   186,450.      573,160.      MT  (+/- 180 meters Scaled)
 TF0477
 TF0477                          SUPERSEDED SURVEY CONTROL
 TF0477
 TF0477  NGVD 29 (??/??/92)  443.794  (m)         1456.01   (f) ADJ UNCH    2 0
 TF0477
 TF0477.Superseded values are not recommended for survey control.
 TF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0477.See file dsdata.txt to determine how the superseded data were derived.
 TF0477
 TF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU627931(NAD 83)
 TF0477_MARKER: DB = BENCH MARK DISK
 TF0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0477_STAMPING: D 63 1934
 TF0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0477+STABILITY: SURFACE MOTION
 TF0477
 TF0477  HISTORY     - Date     Condition        Report By
 TF0477  HISTORY     - 1934     MONUMENTED       CGS
 TF0477  HISTORY     - 1935     GOOD             NGS
 TF0477
 TF0477                          STATION DESCRIPTION
 TF0477
 TF0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0477'1.6 MI E FROM RUSSELL.
 TF0477'1.6 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0477'RUSSELL, BOTTINEAU COUNTY, 105 YARDS WEST OF MILEPOST 543, 0.9 MILE
 TF0477'WEST OF THE CROSSING OF THE GREAT NORTHERN RAILWAY, AT A ROAD
 TF0477'CROSSING, 169 FEET WEST OF THE CENTERLINE OF THE ROAD, 43 FEET SOUTH
 TF0477'OF THE CENTERLINE OF A COUNTY ROAD, AND 31.9 FEET NORTH OF THE NORTH
 TF0477'RAIL.  A STANDARD DISK, STAMPED D 63 1934 AND SET IN THE TOP OF A
 TF0477'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1378 ***********************************************************************
 TF1378  DESIGNATION -  D 64
 TF1378  PID         -  TF1378
 TF1378  STATE/COUNTY-  ND/RENVILLE
 TF1378  USGS QUAD   -  TOLLEY (1980)
 TF1378
 TF1378                         *CURRENT SURVEY CONTROL
 TF1378  ___________________________________________________________________
 TF1378* NAD 83(1986)-  48 43 37.     (N)    101 49 26.     (W)     SCALED    
 TF1378* NAVD 88     -       563.565  (meters)    1848.96   (feet)  ADJUSTED  
 TF1378  ___________________________________________________________________
 TF1378  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 TF1378  DYNAMIC HT  -         563.689 (meters)    1849.37  (feet)  COMP
 TF1378  MODELED GRAV-     980,812.7   (mgal)                       NAVD 88
 TF1378
 TF1378  VERT ORDER  -  SECOND    CLASS 0
 TF1378
 TF1378.The horizontal coordinates were scaled from a topographic map and have
 TF1378.an estimated accuracy of +/- 6 seconds.
 TF1378
 TF1378.The orthometric height was determined by differential leveling
 TF1378.and adjusted by the National Geodetic Survey in June 1991..
 TF1378
 TF1378.The geoid height was determined by GEOID03.
 TF1378
 TF1378.The dynamic height is computed by dividing the NAVD 88
 TF1378.geopotential number by the normal gravity value computed on the
 TF1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1378.degrees latitude (g = 980.6199 gals.).
 TF1378
 TF1378.The modeled gravity was interpolated from observed gravity values.
 TF1378
 TF1378;                    North         East    Units  Estimated Accuracy
 TF1378;SPC ND N     -   192,850.      502,610.      MT  (+/- 180 meters Scaled)
 TF1378
 TF1378                          SUPERSEDED SURVEY CONTROL
 TF1378
 TF1378  NGVD 29 (??/??/92)  563.188  (m)         1847.73   (f) ADJ UNCH    2 0
 TF1378
 TF1378.Superseded values are not recommended for survey control.
 TF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1378.See file dsdata.txt to determine how the superseded data were derived.
 TF1378
 TF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV923009(NAD 83)
 TF1378_MARKER: DB = BENCH MARK DISK
 TF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1378_STAMPING: D 64 1934
 TF1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1378+STABILITY: SURFACE MOTION
 TF1378
 TF1378  HISTORY     - Date     Condition        Report By
 TF1378  HISTORY     - 1934     MONUMENTED       CGS
 TF1378  HISTORY     - 1963     GOOD             NGS
 TF1378
 TF1378                          STATION DESCRIPTION
 TF1378
 TF1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1378'0.25 MI E FROM TOLLEY.
 TF1378'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1378'TOLLEY, IN SECTION 34, T 161 N, R 86 W, 9 POLES EAST OF THE STATION AT
 TF1378'A ROAD CROSSING, 8 POLES EAST OF MILE POST 591, 45 FEET NORTH OF THE
 TF1378'NORTH RAIL 194 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 TF1378'NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE, 0.8 FEET WEST OF A
 TF1378'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 TF1378'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0195 ***********************************************************************
 SN0195  DESIGNATION -  D 65
 SN0195  PID         -  SN0195
 SN0195  STATE/COUNTY-  ND/SHERIDAN
 SN0195  USGS QUAD   -  KIEF (1958)
 SN0195
 SN0195                         *CURRENT SURVEY CONTROL
 SN0195  ___________________________________________________________________
 SN0195* NAD 83(1986)-  47 50 35.     (N)    100 32 29.     (W)     SCALED    
 SN0195* NAVD 88     -       506.974  (meters)    1663.30   (feet)  ADJUSTED  
 SN0195  ___________________________________________________________________
 SN0195  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SN0195  DYNAMIC HT  -         507.032 (meters)    1663.49  (feet)  COMP
 SN0195  MODELED GRAV-     980,710.7   (mgal)                       NAVD 88
 SN0195
 SN0195  VERT ORDER  -  SECOND    CLASS 0
 SN0195
 SN0195.The horizontal coordinates were scaled from a topographic map and have
 SN0195.an estimated accuracy of +/- 6 seconds.
 SN0195
 SN0195.The orthometric height was determined by differential leveling
 SN0195.and adjusted by the National Geodetic Survey in June 1991..
 SN0195
 SN0195.The geoid height was determined by GEOID03.
 SN0195
 SN0195.The dynamic height is computed by dividing the NAVD 88
 SN0195.geopotential number by the normal gravity value computed on the
 SN0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0195.degrees latitude (g = 980.6199 gals.).
 SN0195
 SN0195.The modeled gravity was interpolated from observed gravity values.
 SN0195
 SN0195;                    North         East    Units  Estimated Accuracy
 SN0195;SPC ND N     -    93,730.      596,900.      MT  (+/- 180 meters Scaled)
 SN0195
 SN0195                          SUPERSEDED SURVEY CONTROL
 SN0195
 SN0195  NGVD 29 (??/??/92)  506.576  (m)         1661.99   (f) ADJ UNCH    2 0
 SN0195
 SN0195.Superseded values are not recommended for survey control.
 SN0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0195.See file dsdata.txt to determine how the superseded data were derived.
 SN0195
 SN0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU846000(NAD 83)
 SN0195_MARKER: DB = BENCH MARK DISK
 SN0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0195_STAMPING: D 65 1934
 SN0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0195+STABILITY: SURFACE MOTION
 SN0195
 SN0195  HISTORY     - Date     Condition        Report By
 SN0195  HISTORY     - 1934     MONUMENTED       CGS
 SN0195  HISTORY     - 1962     GOOD             NGS
 SN0195
 SN0195                          STATION DESCRIPTION
 SN0195
 SN0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0195'1.7 MI SW FROM KIEF.
 SN0195'ABOUT 1.7 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL ST
 SN0195'MARIE RAILROAD FROM THE STATION AT KIEF, ABOUT 0.4 MILE NORTHEAST OF
 SN0195'MILEPOLE 429, AT A ROAD CROSSING, 222 FEET NORTHEAST OF THE CENTERLINE
 SN0195'OF THE ROAD CROSSING, 131 FEET EAST OF THE CENTERLINE OF THE ROAD,
 SN0195'41.6 FEET NORTHWEST OF THE NORTHWEST OF THE NORTHWEST RAIL, 37.5 FEET
 SN0195'SOUTHWEST OF A TELEGRAPH POLE, 1 FOOT NORTHEAST OF A WITNESS POST,
 SN0195'ABOUT 3 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST,
 SN0195'ABOUT LEVEL WITH THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 SN0195'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1209 ***********************************************************************
 TE1209  DESIGNATION -  D 66
 TE1209  PID         -  TE1209
 TE1209  STATE/COUNTY-  ND/TOWNER
 TE1209  USGS QUAD   -  CANDO (1994)
 TE1209
 TE1209                         *CURRENT SURVEY CONTROL
 TE1209  ___________________________________________________________________
 TE1209* NAD 83(1986)-  48 27 28.     (N)    099 11 59.     (W)     SCALED    
 TE1209* NAVD 88     -       445.172  (meters)    1460.54   (feet)  ADJUSTED  
 TE1209  ___________________________________________________________________
 TE1209  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 TE1209  DYNAMIC HT  -         445.262 (meters)    1460.83  (feet)  COMP
 TE1209  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 TE1209
 TE1209  VERT ORDER  -  SECOND    CLASS 0
 TE1209
 TE1209.The horizontal coordinates were scaled from a topographic map and have
 TE1209.an estimated accuracy of +/- 6 seconds.
 TE1209
 TE1209.The orthometric height was determined by differential leveling
 TE1209.and adjusted by the National Geodetic Survey in June 1991..
 TE1209
 TE1209.The geoid height was determined by GEOID03.
 TE1209
 TE1209.The dynamic height is computed by dividing the NAVD 88
 TE1209.geopotential number by the normal gravity value computed on the
 TE1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1209.degrees latitude (g = 980.6199 gals.).
 TE1209
 TE1209.The modeled gravity was interpolated from observed gravity values.
 TE1209
 TE1209;                    North         East    Units  Estimated Accuracy
 TE1209;SPC ND N     -   162,890.      696,160.      MT  (+/- 180 meters Scaled)
 TE1209
 TE1209                          SUPERSEDED SURVEY CONTROL
 TE1209
 TE1209  NGVD 29 (??/??/92)  444.826  (m)         1459.40   (f) ADJ UNCH    2 0
 TE1209
 TE1209.Superseded values are not recommended for survey control.
 TE1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1209.See file dsdata.txt to determine how the superseded data were derived.
 TE1209
 TE1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852672(NAD 83)
 TE1209_MARKER: DB = BENCH MARK DISK
 TE1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1209_STAMPING: D-66 -- 1934
 TE1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1209+STABILITY: SURFACE MOTION
 TE1209
 TE1209  HISTORY     - Date     Condition        Report By
 TE1209  HISTORY     - 1934     MONUMENTED       CGS
 TE1209  HISTORY     - 1981     POOR             NDHD
 TE1209
 TE1209                          STATION DESCRIPTION
 TE1209
 TE1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1209'2.2 MI S FROM CANDO.
 TE1209'2.2 MILES SOUTH OF THE G.N.R. STATION AT CANDO.  50.5 FT. WEST OF WEST
 TE1209'RAIL OF TRACK.  36 FT. NORTH OF CENTERLINE OF SECTION ROAD THAT
 TE1209'CROSSES TRACK.  1.9 FT. WEST OF CORNER OF R/W FENCE.  STANDARD TABLET
 TE1209'SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 TE1209
 TE1209                          STATION RECOVERY (1981)
 TE1209
 TE1209'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1981
 TE1209'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1458 ***********************************************************************
 TE1458  DESIGNATION -  D 67
 TE1458  PID         -  TE1458
 TE1458  STATE/COUNTY-  ND/ROLETTE
 TE1458  USGS QUAD   -  SAINT JOHN (1969)
 TE1458
 TE1458                         *CURRENT SURVEY CONTROL
 TE1458  ___________________________________________________________________
 TE1458* NAD 83(1986)-  48 56 43.     (N)    099 42 37.     (W)     SCALED    
 TE1458* NAVD 88     -       592.861  (meters)    1945.08   (feet)  ADJUSTED  
 TE1458  ___________________________________________________________________
 TE1458  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TE1458  DYNAMIC HT  -         593.007 (meters)    1945.56  (feet)  COMP
 TE1458  MODELED GRAV-     980,835.8   (mgal)                       NAVD 88
 TE1458
 TE1458  VERT ORDER  -  SECOND    CLASS 0
 TE1458
 TE1458.The horizontal coordinates were scaled from a topographic map and have
 TE1458.an estimated accuracy of +/- 6 seconds.
 TE1458
 TE1458.The orthometric height was determined by differential leveling
 TE1458.and adjusted by the National Geodetic Survey in June 1991..
 TE1458
 TE1458.The geoid height was determined by GEOID03.
 TE1458
 TE1458.The dynamic height is computed by dividing the NAVD 88
 TE1458.geopotential number by the normal gravity value computed on the
 TE1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1458.degrees latitude (g = 980.6199 gals.).
 TE1458
 TE1458.The modeled gravity was interpolated from observed gravity values.
 TE1458
 TE1458;                    North         East    Units  Estimated Accuracy
 TE1458;SPC ND N     -   216,590.      657,850.      MT  (+/- 180 meters Scaled)
 TE1458
 TE1458                          SUPERSEDED SURVEY CONTROL
 TE1458
 TE1458  NGVD 29 (??/??/92)  592.431  (m)         1943.67   (f) ADJ UNCH    2 0
 TE1458
 TE1458.Superseded values are not recommended for survey control.
 TE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1458.See file dsdata.txt to determine how the superseded data were derived.
 TE1458
 TE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV479216(NAD 83)
 TE1458_MARKER: DB = BENCH MARK DISK
 TE1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1458_STAMPING: D-67--1934
 TE1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1458+STABILITY: SURFACE MOTION
 TE1458
 TE1458  HISTORY     - Date     Condition        Report By
 TE1458  HISTORY     - 1934     MONUMENTED       CGS
 TE1458
 TE1458                          STATION DESCRIPTION
 TE1458
 TE1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1458'IN ST JOHN.
 TE1458'AT SAINT JOHN, ROLETTE COUNTY, 54.7 FEET NORTH OF THE NORTH SIDE OF
 TE1458'THE GREAT NORTHERN RAILWAY STATION, 145.4 FEET SOUTH OF THE SOUTH END
 TE1458'OF THE CUSTOMS HOUSE, 31.4 FEET EAST OF THE EAST RAIL OF THE
 TE1458'SIDETRACK, AND 28.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A
 TE1458'STANDARD DISK, STAMPED D 67 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1458'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0013 ***********************************************************************
 TF0013  DESIGNATION -  D 68
 TF0013  PID         -  TF0013
 TF0013  STATE/COUNTY-  ND/BOTTINEAU
 TF0013  USGS QUAD   -  WILLOW CITY (1954)
 TF0013
 TF0013                         *CURRENT SURVEY CONTROL
 TF0013  ___________________________________________________________________
 TF0013* NAD 83(1986)-  48 34 46.     (N)    100 15 48.     (W)     SCALED    
 TF0013* NAVD 88     -       453.470  (meters)    1487.76   (feet)  ADJUSTED  
 TF0013  ___________________________________________________________________
 TF0013  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0013  DYNAMIC HT  -         453.576 (meters)    1488.11  (feet)  COMP
 TF0013  MODELED GRAV-     980,830.5   (mgal)                       NAVD 88
 TF0013
 TF0013  VERT ORDER  -  SECOND    CLASS 0
 TF0013
 TF0013.The horizontal coordinates were scaled from a topographic map and have
 TF0013.an estimated accuracy of +/- 6 seconds.
 TF0013
 TF0013.The orthometric height was determined by differential leveling
 TF0013.and adjusted by the National Geodetic Survey in June 1991..
 TF0013
 TF0013.The geoid height was determined by GEOID03.
 TF0013
 TF0013.The dynamic height is computed by dividing the NAVD 88
 TF0013.geopotential number by the normal gravity value computed on the
 TF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0013.degrees latitude (g = 980.6199 gals.).
 TF0013
 TF0013.The modeled gravity was interpolated from observed gravity values.
 TF0013
 TF0013;                    North         East    Units  Estimated Accuracy
 TF0013;SPC ND N     -   175,640.      617,460.      MT  (+/- 180 meters Scaled)
 TF0013
 TF0013                          SUPERSEDED SURVEY CONTROL
 TF0013
 TF0013  NGVD 29 (??/??/92)  453.103  (m)         1486.56   (f) ADJ UNCH    2 0
 TF0013
 TF0013.Superseded values are not recommended for survey control.
 TF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0013.See file dsdata.txt to determine how the superseded data were derived.
 TF0013
 TF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU068814(NAD 83)
 TF0013_MARKER: DB = BENCH MARK DISK
 TF0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0013_STAMPING: D 68 1934
 TF0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0013+STABILITY: SURFACE MOTION
 TF0013
 TF0013  HISTORY     - Date     Condition        Report By
 TF0013  HISTORY     - 1934     MONUMENTED       CGS
 TF0013  HISTORY     - 1951     MARK NOT FOUND   NGS
 TF0013
 TF0013                          STATION DESCRIPTION
 TF0013
 TF0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TF0013'2 MI SE FROM WILLOW CITY.
 TF0013'2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM WILLOW CITY,
 TF0013'BOTTINEAU COUNTY, 90 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 TF0013'60, AND 40.2 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK,
 TF0013'STAMPED D 68 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0013'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0552 ***********************************************************************
 SN0552  DESIGNATION -  D 7 B 1
 SN0552  PID         -  SN0552
 SN0552  STATE/COUNTY-  ND/MCLEAN
 SN0552  USGS QUAD   -  GARRISON (1981)
 SN0552
 SN0552                         *CURRENT SURVEY CONTROL
 SN0552  ___________________________________________________________________
 SN0552* NAD 83(1986)-  47 39 50.     (N)    101 23 43.     (W)     SCALED    
 SN0552* NAVD 88     -       595.079  (meters)    1952.36   (feet)  ADJUSTED  
 SN0552  ___________________________________________________________________
 SN0552  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 SN0552  DYNAMIC HT  -         595.132 (meters)    1952.53  (feet)  COMP
 SN0552  MODELED GRAV-     980,682.3   (mgal)                       NAVD 88
 SN0552
 SN0552  VERT ORDER  -  FIRST     CLASS II
 SN0552
 SN0552.The horizontal coordinates were scaled from a topographic map and have
 SN0552.an estimated accuracy of +/- 6 seconds.
 SN0552
 SN0552.The orthometric height was determined by differential leveling
 SN0552.and adjusted by the National Geodetic Survey in June 1991..
 SN0552
 SN0552.The geoid height was determined by GEOID03.
 SN0552
 SN0552.The dynamic height is computed by dividing the NAVD 88
 SN0552.geopotential number by the normal gravity value computed on the
 SN0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0552.degrees latitude (g = 980.6199 gals.).
 SN0552
 SN0552.The modeled gravity was interpolated from observed gravity values.
 SN0552
 SN0552;                    North         East    Units  Estimated Accuracy
 SN0552;SPC ND N     -    74,200.      532,760.      MT  (+/- 180 meters Scaled)
 SN0552
 SN0552                          SUPERSEDED SURVEY CONTROL
 SN0552
 SN0552  NGVD 29 (??/??/92)  594.68   (m)         1951.0    (f) COMPUTED    1 2
 SN0552
 SN0552.Superseded values are not recommended for survey control.
 SN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0552.See file dsdata.txt to determine how the superseded data were derived.
 SN0552
 SN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT201817(NAD 83)
 SN0552_MARKER: Z = SEE DESCRIPTION
 SN0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0552_SP_SET: CONCRETE PEDESTAL
 SN0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0552
 SN0552  HISTORY     - Date     Condition        Report By
 SN0552  HISTORY     - UNK      MONUMENTED       DOD
 SN0552  HISTORY     - 1962     GOOD             NGS
 SN0552
 SN0552                          STATION DESCRIPTION
 SN0552
 SN0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0552'2.85 MI NE FROM GARRISON.
 SN0552'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0552'AT GARRISON, THENCE 1.75 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.3
 SN0552'MILE NORTH NORTHWEST ACROSS A CULTIVATED FIELD, 250 FEET WEST
 SN0552'SOUTHWEST OF A FENCE CORNER, 72 FEET SOUTH OF A FENCE LINE, AN 18 INCH
 SN0552'CONCRETE PEDESTAL PROJECTING 4 FEET ABOVE THE GROUND, THE CENTER OF
 SN0552'THE TRIBRACH THAT IS IN THE TOP OF THE PEDESTAL IS THE POINT HELD. A
 SN0552'USAF MONOLITH AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0548 ***********************************************************************
 SN0548  DESIGNATION -  D 7 B 2
 SN0548  PID         -  SN0548
 SN0548  STATE/COUNTY-  ND/MCLEAN
 SN0548  USGS QUAD   -  GARRISON (1981)
 SN0548
 SN0548                         *CURRENT SURVEY CONTROL
 SN0548  ___________________________________________________________________
 SN0548* NAD 83(1986)-  47 39 43.     (N)    101 23 32.     (W)     SCALED    
 SN0548* NAVD 88     -       599.296  (meters)    1966.19   (feet)  ADJUSTED  
 SN0548  ___________________________________________________________________
 SN0548  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SN0548  DYNAMIC HT  -         599.350 (meters)    1966.37  (feet)  COMP
 SN0548  MODELED GRAV-     980,682.1   (mgal)                       NAVD 88
 SN0548
 SN0548  VERT ORDER  -  FIRST     CLASS II
 SN0548
 SN0548.The horizontal coordinates were scaled from a topographic map and have
 SN0548.an estimated accuracy of +/- 6 seconds.
 SN0548
 SN0548.The orthometric height was determined by differential leveling
 SN0548.and adjusted by the National Geodetic Survey in June 1991..
 SN0548
 SN0548.The geoid height was determined by GEOID03.
 SN0548
 SN0548.The dynamic height is computed by dividing the NAVD 88
 SN0548.geopotential number by the normal gravity value computed on the
 SN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0548.degrees latitude (g = 980.6199 gals.).
 SN0548
 SN0548.The modeled gravity was interpolated from observed gravity values.
 SN0548
 SN0548;                    North         East    Units  Estimated Accuracy
 SN0548;SPC ND N     -    73,980.      532,990.      MT  (+/- 180 meters Scaled)
 SN0548
 SN0548                          SUPERSEDED SURVEY CONTROL
 SN0548
 SN0548  NGVD 29 (??/??/92)  598.90   (m)         1964.9    (f) COMPUTED    1 2
 SN0548
 SN0548.Superseded values are not recommended for survey control.
 SN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0548.See file dsdata.txt to determine how the superseded data were derived.
 SN0548
 SN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT203815(NAD 83)
 SN0548_MARKER: Z = SEE DESCRIPTION
 SN0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0548_SP_SET: CONCRETE PEDESTAL
 SN0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0548
 SN0548  HISTORY     - Date     Condition        Report By
 SN0548  HISTORY     - UNK      MONUMENTED       DOD
 SN0548  HISTORY     - 1962     GOOD             NGS
 SN0548
 SN0548                          STATION DESCRIPTION
 SN0548
 SN0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0548'2.6 MI NE FROM GARRISON.
 SN0548'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0548'AT GARRISON, THENCE 1.75 MILE EAST ALONG A GRAVELED ROAD, THENCE 0.05
 SN0548'MILE NORTH ACROSS A CULTIVATED FIELD, 270 FEET NORTH OF THE CENTERLINE
 SN0548'OF THE ROAD, AN 18 INCH CONCRETE PEDESTAL PROJECTING 4 FEET ABOVE THE
 SN0548'GROUND.  NOTE-- CENTER OF THE TRIBRACH THAT IS IN THE TOP OF THIS MARK
 SN0548'IS POINT HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0550 ***********************************************************************
 SN0550  DESIGNATION -  D 7 Z
 SN0550  PID         -  SN0550
 SN0550  STATE/COUNTY-  ND/MCLEAN
 SN0550  USGS QUAD   -  GARRISON (1981)
 SN0550
 SN0550                         *CURRENT SURVEY CONTROL
 SN0550  ___________________________________________________________________
 SN0550* NAD 83(1986)-  47 39 40.     (N)    101 23 24.     (W)     SCALED    
 SN0550* NAVD 88     -       603.404  (meters)    1979.67   (feet)  ADJUSTED  
 SN0550  ___________________________________________________________________
 SN0550  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SN0550  DYNAMIC HT  -         603.458 (meters)    1979.85  (feet)  COMP
 SN0550  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 SN0550
 SN0550  VERT ORDER  -  FIRST     CLASS II
 SN0550
 SN0550.The horizontal coordinates were scaled from a topographic map and have
 SN0550.an estimated accuracy of +/- 6 seconds.
 SN0550
 SN0550.The orthometric height was determined by differential leveling
 SN0550.and adjusted by the National Geodetic Survey in June 1991..
 SN0550
 SN0550.The geoid height was determined by GEOID03.
 SN0550
 SN0550.The dynamic height is computed by dividing the NAVD 88
 SN0550.geopotential number by the normal gravity value computed on the
 SN0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0550.degrees latitude (g = 980.6199 gals.).
 SN0550
 SN0550.The modeled gravity was interpolated from observed gravity values.
 SN0550
 SN0550;                    North         East    Units  Estimated Accuracy
 SN0550;SPC ND N     -    73,890.      533,150.      MT  (+/- 180 meters Scaled)
 SN0550
 SN0550                          SUPERSEDED SURVEY CONTROL
 SN0550
 SN0550  NGVD 29 (??/??/92)  603.01   (m)         1978.4    (f) COMPUTED    1 2
 SN0550
 SN0550.Superseded values are not recommended for survey control.
 SN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0550.See file dsdata.txt to determine how the superseded data were derived.
 SN0550
 SN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT205814(NAD 83)
 SN0550_MARKER: DS = TRIANGULATION STATION DISK
 SN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0550_STAMPING: D7Z 1962
 SN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0550+STABILITY: SURFACE MOTION
 SN0550
 SN0550  HISTORY     - Date     Condition        Report By
 SN0550  HISTORY     - 1962     MONUMENTED       CGS
 SN0550
 SN0550                          STATION DESCRIPTION
 SN0550
 SN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0550'2.65 MI NE FROM GARRISON.
 SN0550'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0550'AT GARRISON, THENCE 1.85 MILE EAST ALONG A GRAVELED ROAD, 43, FEET
 SN0550'NORTH OF THE CENTERLINE OF THE ROAD, 26.9 FEET EAST OF RM NO2, 21 FEET
 SN0550'NORTH OF RM NO1, 7 FEET WEST OF A TELEPHONE POLE, 6.6 FEET WEST OF A
 SN0550'WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A
 SN0550'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0551 ***********************************************************************
 SN0551  DESIGNATION -  D 7 Z RM 1
 SN0551  PID         -  SN0551
 SN0551  STATE/COUNTY-  ND/MCLEAN
 SN0551  USGS QUAD   -  GARRISON (1981)
 SN0551
 SN0551                         *CURRENT SURVEY CONTROL
 SN0551  ___________________________________________________________________
 SN0551* NAD 83(1986)-  47 39 40.     (N)    101 23 24.     (W)     SCALED    
 SN0551* NAVD 88     -       603.476  (meters)    1979.90   (feet)  ADJUSTED  
 SN0551  ___________________________________________________________________
 SN0551  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SN0551  DYNAMIC HT  -         603.530 (meters)    1980.08  (feet)  COMP
 SN0551  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 SN0551
 SN0551  VERT ORDER  -  FIRST     CLASS II
 SN0551
 SN0551.The horizontal coordinates were scaled from a topographic map and have
 SN0551.an estimated accuracy of +/- 6 seconds.
 SN0551
 SN0551.The orthometric height was determined by differential leveling
 SN0551.and adjusted by the National Geodetic Survey in June 1991..
 SN0551
 SN0551.The geoid height was determined by GEOID03.
 SN0551
 SN0551.The dynamic height is computed by dividing the NAVD 88
 SN0551.geopotential number by the normal gravity value computed on the
 SN0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0551.degrees latitude (g = 980.6199 gals.).
 SN0551
 SN0551.The modeled gravity was interpolated from observed gravity values.
 SN0551
 SN0551;                    North         East    Units  Estimated Accuracy
 SN0551;SPC ND N     -    73,890.      533,150.      MT  (+/- 180 meters Scaled)
 SN0551
 SN0551                          SUPERSEDED SURVEY CONTROL
 SN0551
 SN0551  NGVD 29 (??/??/92)  603.08   (m)         1978.6    (f) COMPUTED    1 2
 SN0551
 SN0551.Superseded values are not recommended for survey control.
 SN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0551.See file dsdata.txt to determine how the superseded data were derived.
 SN0551
 SN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT205814(NAD 83)
 SN0551_MARKER: DR = REFERENCE MARK DISK
 SN0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0551_STAMPING: D7Z NO 1 1962
 SN0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0551+STABILITY: SURFACE MOTION
 SN0551
 SN0551  HISTORY     - Date     Condition        Report By
 SN0551  HISTORY     - 1962     MONUMENTED       CGS
 SN0551
 SN0551                          STATION DESCRIPTION
 SN0551
 SN0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0551'2.65 MI NE FROM GARRISON.
 SN0551'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0551'AT GARRISON, THENCE 1.85 MILE EAST ALONG A GRAVELED ROAD, 22 FEET
 SN0551'NORTH OF THE CENTERLINE OF THE ROAD, 33.9 FEET SOUTHEAST OF RM NO 2,
 SN0551'21 FEET SOUTH OF THE STATION MARK, 22 FEET SOUTH SOUTHWEST OF A
 SN0551'TELEPHONE POLE, 20 FEET SOUTH SOUTHWEST OF A WITNESS POST, ABOUT 2
 SN0551'FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 SN0551'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0549 ***********************************************************************
 SN0549  DESIGNATION -  D 7 Z RM 2
 SN0549  PID         -  SN0549
 SN0549  STATE/COUNTY-  ND/MCLEAN
 SN0549  USGS QUAD   -  GARRISON (1981)
 SN0549
 SN0549                         *CURRENT SURVEY CONTROL
 SN0549  ___________________________________________________________________
 SN0549* NAD 83(1986)-  47 39 40.     (N)    101 23 24.     (W)     SCALED    
 SN0549* NAVD 88     -       603.132  (meters)    1978.78   (feet)  ADJUSTED  
 SN0549  ___________________________________________________________________
 SN0549  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SN0549  DYNAMIC HT  -         603.186 (meters)    1978.95  (feet)  COMP
 SN0549  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 SN0549
 SN0549  VERT ORDER  -  FIRST     CLASS II
 SN0549
 SN0549.The horizontal coordinates were scaled from a topographic map and have
 SN0549.an estimated accuracy of +/- 6 seconds.
 SN0549
 SN0549.The orthometric height was determined by differential leveling
 SN0549.and adjusted by the National Geodetic Survey in June 1991..
 SN0549
 SN0549.The geoid height was determined by GEOID03.
 SN0549
 SN0549.The dynamic height is computed by dividing the NAVD 88
 SN0549.geopotential number by the normal gravity value computed on the
 SN0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0549.degrees latitude (g = 980.6199 gals.).
 SN0549
 SN0549.The modeled gravity was interpolated from observed gravity values.
 SN0549
 SN0549;                    North         East    Units  Estimated Accuracy
 SN0549;SPC ND N     -    73,890.      533,150.      MT  (+/- 180 meters Scaled)
 SN0549
 SN0549                          SUPERSEDED SURVEY CONTROL
 SN0549
 SN0549  NGVD 29 (??/??/92)  602.74   (m)         1977.5    (f) COMPUTED    1 2
 SN0549
 SN0549.Superseded values are not recommended for survey control.
 SN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0549.See file dsdata.txt to determine how the superseded data were derived.
 SN0549
 SN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT205814(NAD 83)
 SN0549_MARKER: DR = REFERENCE MARK DISK
 SN0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0549_STAMPING: D7Z NO 2 1962
 SN0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0549+STABILITY: SURFACE MOTION
 SN0549
 SN0549  HISTORY     - Date     Condition        Report By
 SN0549  HISTORY     - 1962     MONUMENTED       CGS
 SN0549
 SN0549                          STATION DESCRIPTION
 SN0549
 SN0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0549'2.65 MI NE FROM GARRISON.
 SN0549'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0549'AT GARRISON, THENCE 1.85 MILE EAST ALONG A GRAVELED ROAD, 43 FEET
 SN0549'NORTH OF THE CENTERLINE OF THE ROAD, 26.9 FEET WEST OF THE STATION
 SN0549'MARK, 33.9 FEET NORTHWEST OF RM NO 1, ABOUT 2 FEET LOWER THAN THE
 SN0549'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0844 ***********************************************************************
 SM0844  DESIGNATION -  D 70
 SM0844  PID         -  SM0844
 SM0844  STATE/COUNTY-  ND/WELLS
 SM0844  USGS QUAD   -  HURDSFIELD (1978)
 SM0844
 SM0844                         *CURRENT SURVEY CONTROL
 SM0844  ___________________________________________________________________
 SM0844* NAD 83(1986)-  47 29 11.     (N)    099 55 36.     (W)     SCALED    
 SM0844* NAVD 88     -       563.815  (meters)    1849.78   (feet)  ADJUSTED  
 SM0844  ___________________________________________________________________
 SM0844  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 SM0844  DYNAMIC HT  -         563.865 (meters)    1849.95  (feet)  COMP
 SM0844  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 SM0844
 SM0844  VERT ORDER  -  SECOND    CLASS 0
 SM0844
 SM0844.The horizontal coordinates were scaled from a topographic map and have
 SM0844.an estimated accuracy of +/- 6 seconds.
 SM0844
 SM0844.The orthometric height was determined by differential leveling
 SM0844.and adjusted by the National Geodetic Survey in June 1991..
 SM0844
 SM0844.The geoid height was determined by GEOID03.
 SM0844
 SM0844.The dynamic height is computed by dividing the NAVD 88
 SM0844.geopotential number by the normal gravity value computed on the
 SM0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0844.degrees latitude (g = 980.6199 gals.).
 SM0844
 SM0844.The modeled gravity was interpolated from observed gravity values.
 SM0844
 SM0844;                    North         East    Units  Estimated Accuracy
 SM0844;SPC ND N     -    54,240.      643,210.      MT  (+/- 180 meters Scaled)
 SM0844
 SM0844                          SUPERSEDED SURVEY CONTROL
 SM0844
 SM0844  NGVD 29 (??/??/92)  563.407  (m)         1848.44   (f) ADJ UNCH    2 0
 SM0844
 SM0844.Superseded values are not recommended for survey control.
 SM0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0844.See file dsdata.txt to determine how the superseded data were derived.
 SM0844
 SM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT301596(NAD 83)
 SM0844_MARKER: DB = BENCH MARK DISK
 SM0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0844_STAMPING: D-70-- 1934
 SM0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0844+STABILITY: SURFACE MOTION
 SM0844
 SM0844  HISTORY     - Date     Condition        Report By
 SM0844  HISTORY     - 1934     MONUMENTED       CGS
 SM0844
 SM0844                          STATION DESCRIPTION
 SM0844
 SM0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0844'2.4 MI N FROM HURDSFIELD.
 SM0844'2.4 MILES NORTH OF ALONG, STATE ROAD 3.  D-78 IS LOCATED 2.4 MILES
 SM0844'NORTH OF HURDSFIELD.  63 FEET SOUTH OF CENTERLINE OF SECTION ROAD. 42
 SM0844'FEET WEST OF CENTERLINE OF STATE ROAD 3. 8 FEET SOUTH OF R/W FENCE
 SM0844'CORNER.  1 FOOT EAST OF R/W FENCE. STANDARD TABLET SET IN CONCRETE
 SM0844'POST 2 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0845 ***********************************************************************
 SM0845  DESIGNATION -  D 70 RESET
 SM0845  PID         -  SM0845
 SM0845  STATE/COUNTY-  ND/WELLS
 SM0845  USGS QUAD   -  HURDSFIELD (1978)
 SM0845
 SM0845                         *CURRENT SURVEY CONTROL
 SM0845  ___________________________________________________________________
 SM0845* NAD 83(1986)-  47 29 11.     (N)    099 55 36.     (W)     SCALED    
 SM0845* NAVD 88     -       563.74   (+/-2cm)    1849.5    (feet)  VERTCON   
 SM0845  ___________________________________________________________________
 SM0845  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 SM0845
 SM0845  VERT ORDER  -  THIRD (See Below)
 SM0845
 SM0845.The horizontal coordinates were scaled from a topographic map and have
 SM0845.an estimated accuracy of +/- 6 seconds.
 SM0845
 SM0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0845.The vertical order pertains to the NGVD 29 superseded value.
 SM0845
 SM0845.The geoid height was determined by GEOID03.
 SM0845
 SM0845;                    North         East    Units  Estimated Accuracy
 SM0845;SPC ND N     -    54,240.      643,210.      MT  (+/- 180 meters Scaled)
 SM0845
 SM0845                          SUPERSEDED SURVEY CONTROL
 SM0845
 SM0845  NGVD 29 (??/??/??)  563.34   (m)         1848.2    (f) RESET       3  
 SM0845
 SM0845.Superseded values are not recommended for survey control.
 SM0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0845.See file dsdata.txt to determine how the superseded data were derived.
 SM0845
 SM0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT301596(NAD 83)
 SM0845_MARKER: DB = BENCH MARK DISK
 SM0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0845_STAMPING: D 70 RESET 1952
 SM0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0845+STABILITY: SURFACE MOTION
 SM0845
 SM0845  HISTORY     - Date     Condition        Report By
 SM0845  HISTORY     - 1952     MONUMENTED       CGS
 SM0845  HISTORY     - 1960     GOOD             NGS
 SM0845
 SM0845                          STATION DESCRIPTION
 SM0845
 SM0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0845'2.4 MI N FROM HURDSFIELD.
 SM0845'2.4 MILES NORTH ALONG STATE HIGHWAY 3 FROM HURDSFIELD, WELLS COUNTY,
 SM0845'AT THE INTERSECTION OF A SECTION-LINE ROAD, 102 FEET WEST OF THE
 SM0845'CENTERLINE OF THE HIGHWAY, 58 FEET SOUTH OF THE CENTERLINE OF THE
 SM0845'SECTION-LINE ROAD, AND 4 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A
 SM0845'STANDARD DISK, STAMPED D 70 RESET 1952 AND SET IN THE TOP OF A
 SM0845'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0391 ***********************************************************************
 RQ0391  DESIGNATION -  D 71 RESET
 RQ0391  PID         -  RQ0391
 RQ0391  STATE/COUNTY-  ND/KIDDER
 RQ0391  USGS QUAD   -  STEELE NW (1952)
 RQ0391
 RQ0391                         *CURRENT SURVEY CONTROL
 RQ0391  ___________________________________________________________________
 RQ0391* NAD 83(1986)-  46 59 45.     (N)    099 56 45.     (W)     SCALED    
 RQ0391* NAVD 88     -       567.67   (+/-2cm)    1862.4    (feet)  VERTCON   
 RQ0391  ___________________________________________________________________
 RQ0391  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RQ0391
 RQ0391  VERT ORDER  -  THIRD (See Below)
 RQ0391
 RQ0391.The horizontal coordinates were scaled from a topographic map and have
 RQ0391.an estimated accuracy of +/- 6 seconds.
 RQ0391
 RQ0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0391.The vertical order pertains to the NGVD 29 superseded value.
 RQ0391
 RQ0391.The geoid height was determined by GEOID03.
 RQ0391
 RQ0391;                    North         East    Units  Estimated Accuracy
 RQ0391;SPC ND S     -   147,900.      642,150.      MT  (+/- 180 meters Scaled)
 RQ0391
 RQ0391                          SUPERSEDED SURVEY CONTROL
 RQ0391
 RQ0391  NGVD 29 (11/04/04)  567.25   (m)         1861.1    (f) RESET       3  
 RQ0391
 RQ0391.Superseded values are not recommended for survey control.
 RQ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0391.See file dsdata.txt to determine how the superseded data were derived.
 RQ0391
 RQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT280051(NAD 83)
 RQ0391_MARKER: DB = BENCH MARK DISK
 RQ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0391_STAMPING: D 71 RESET 1953
 RQ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0391+STABILITY: SURFACE MOTION
 RQ0391
 RQ0391  HISTORY     - Date     Condition        Report By
 RQ0391  HISTORY     - 1953     MONUMENTED       CGS
 RQ0391  HISTORY     - 1972     GOOD             USGS
 RQ0391
 RQ0391                          STATION DESCRIPTION
 RQ0391
 RQ0391'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RQ0391'10.9 MI NW FROM STEELE.
 RQ0391'0.9 MI W. ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 RQ0391'STATION AT STEELE, KIDDER CO., THENCE 10.0 MI N. ALONG STATE HWY. 3.
 RQ0391'AT THE JUNCTION OF A RD LEADING W. 106 FT. W OF THE CENTERLINE OF THE
 RQ0391'HIGHWAY AND 31 FT. S. OF THE CENTERLINE OF THE ROAD.  1 FT N. OF A
 RQ0391'HIGHWAY MARKER.  A STANDARD DISK, STAMPED D71 RESET 1953 AND SET IN
 RQ0391'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0815 ***********************************************************************
 SM0815  DESIGNATION -  D 72
 SM0815  PID         -  SM0815
 SM0815  STATE/COUNTY-  ND/FOSTER
 SM0815  USGS QUAD   -  CARRINGTON WEST (1986)
 SM0815
 SM0815                         *CURRENT SURVEY CONTROL
 SM0815  ___________________________________________________________________
 SM0815* NAD 83(1986)-  47 27 21.     (N)    099 07 55.     (W)     SCALED    
 SM0815* NAVD 88     -       484.703  (meters)    1590.23   (feet)  ADJUSTED  
 SM0815  ___________________________________________________________________
 SM0815  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM0815  DYNAMIC HT  -         484.752 (meters)    1590.39  (feet)  COMP
 SM0815  MODELED GRAV-     980,699.8   (mgal)                       NAVD 88
 SM0815
 SM0815  VERT ORDER  -  FIRST     CLASS II
 SM0815
 SM0815.The horizontal coordinates were scaled from a topographic map and have
 SM0815.an estimated accuracy of +/- 6 seconds.
 SM0815
 SM0815.The orthometric height was determined by differential leveling
 SM0815.and adjusted by the National Geodetic Survey in June 1991..
 SM0815
 SM0815.The geoid height was determined by GEOID03.
 SM0815
 SM0815.The dynamic height is computed by dividing the NAVD 88
 SM0815.geopotential number by the normal gravity value computed on the
 SM0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0815.degrees latitude (g = 980.6199 gals.).
 SM0815
 SM0815.The modeled gravity was interpolated from observed gravity values.
 SM0815
 SM0815;                    North         East    Units  Estimated Accuracy
 SM0815;SPC ND N     -    51,600.      703,160.      MT  (+/- 180 meters Scaled)
 SM0815
 SM0815                          SUPERSEDED SURVEY CONTROL
 SM0815
 SM0815  NGVD 29 (??/??/92)  484.288  (m)         1588.87   (f) ADJ UNCH    1 2
 SM0815
 SM0815.Superseded values are not recommended for survey control.
 SM0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0815.See file dsdata.txt to determine how the superseded data were derived.
 SM0815
 SM0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT900558(NAD 83)
 SM0815_MARKER: DB = BENCH MARK DISK
 SM0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0815_STAMPING: D 72 1934
 SM0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0815+STABILITY: SURFACE MOTION
 SM0815
 SM0815  HISTORY     - Date     Condition        Report By
 SM0815  HISTORY     - 1934     MONUMENTED       CGS
 SM0815  HISTORY     - 1938     GOOD             NGS
 SM0815  HISTORY     - 1967     GOOD             NDHD
 SM0815  HISTORY     - 1977     GOOD             LOCENG
 SM0815  HISTORY     - 1982     MARK NOT FOUND   NGS
 SM0815
 SM0815                          STATION DESCRIPTION
 SM0815
 SM0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SM0815'0.6 MI N FROM CARRINGTON.
 SM0815'0.6 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM CARRINGTON,
 SM0815'FOSTER COUNTY, 0.4 MILE SOUTH OF THE CROSSING OF THE MINNEAPOLIS, ST.
 SM0815'PAUL AND SAULT STE. MARIE RAILROAD, ABOUT 500 FEET NORTHEAST OF A COAL
 SM0815'BUNKER, ABOUT 440 FEET SOUTHEAST OF MILEPOST 43, AND 97 FEET EAST OF
 SM0815'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 72 1934 AND
 SM0815'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 SM0815'GROUND.  NOTE-- 100 FEET NE OF FORKS IN RAILROAD AND 3 FEET W OF
 SM0815'RIGHT-OF-WAY FENCE.
 SM0815
 SM0815                          STATION RECOVERY (1967)
 SM0815
 SM0815'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 SM0815'RECOVERED IN GOOD CONDITION.
 SM0815
 SM0815                          STATION RECOVERY (1977)
 SM0815
 SM0815'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 SM0815'RECOVERED IN GOOD CONDITION.
 SM0815
 SM0815                          STATION RECOVERY (1982)
 SM0815
 SM0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0815'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0529 ***********************************************************************
 SM0529  DESIGNATION -  D 74
 SM0529  PID         -  SM0529
 SM0529  STATE/COUNTY-  ND/FOSTER
 SM0529  USGS QUAD   -  GLENFIELD (1951)
 SM0529
 SM0529                         *CURRENT SURVEY CONTROL
 SM0529  ___________________________________________________________________
 SM0529* NAD 83(1986)-  47 26 33.     (N)    098 32 35.     (W)     SCALED    
 SM0529* NAVD 88     -       455.049  (meters)    1492.94   (feet)  ADJUSTED  
 SM0529  ___________________________________________________________________
 SM0529  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 SM0529  DYNAMIC HT  -         455.100 (meters)    1493.11  (feet)  COMP
 SM0529  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 SM0529
 SM0529  VERT ORDER  -  SECOND    CLASS 0
 SM0529
 SM0529.The horizontal coordinates were scaled from a topographic map and have
 SM0529.an estimated accuracy of +/- 6 seconds.
 SM0529
 SM0529.The orthometric height was determined by differential leveling
 SM0529.and adjusted by the National Geodetic Survey in June 1991..
 SM0529
 SM0529.The geoid height was determined by GEOID03.
 SM0529
 SM0529.The dynamic height is computed by dividing the NAVD 88
 SM0529.geopotential number by the normal gravity value computed on the
 SM0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0529.degrees latitude (g = 980.6199 gals.).
 SM0529
 SM0529.The modeled gravity was interpolated from observed gravity values.
 SM0529
 SM0529;                    North         East    Units  Estimated Accuracy
 SM0529;SPC ND N     -    51,070.      747,590.      MT  (+/- 180 meters Scaled)
 SM0529
 SM0529                          SUPERSEDED SURVEY CONTROL
 SM0529
 SM0529  NGVD 29 (??/??/92)  454.690  (m)         1491.76   (f) ADJ UNCH    2 0
 SM0529
 SM0529.Superseded values are not recommended for survey control.
 SM0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0529.See file dsdata.txt to determine how the superseded data were derived.
 SM0529
 SM0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT344544(NAD 83)
 SM0529_MARKER: DB = BENCH MARK DISK
 SM0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0529_STAMPING: D 74 1934
 SM0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0529+STABILITY: SURFACE MOTION
 SM0529
 SM0529  HISTORY     - Date     Condition        Report By
 SM0529  HISTORY     - 1934     MONUMENTED       CGS
 SM0529  HISTORY     - 1960     GOOD             NGS
 SM0529
 SM0529                          STATION DESCRIPTION
 SM0529
 SM0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0529'1.4 MI SE FROM GLENFIELD.
 SM0529'1.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0529'AT GLENFIELD, FOSTER COUNTY, 2-1/2 POLES SOUTHEAST OF MILEPOST 92, 98
 SM0529'YARDS NORTHWEST OF A ROAD CROSSING, 96.1 FEET SOUTHWEST OF THE
 SM0529'SOUTHWEST RAIL, AND 4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 SM0529'STANDARD DISK, STAMPED D 74 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0529'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0807 ***********************************************************************
 SM0807  DESIGNATION -  D 75
 SM0807  PID         -  SM0807
 SM0807  STATE/COUNTY-  ND/WELLS
 SM0807  USGS QUAD   -  SYKESTON (1986)
 SM0807
 SM0807                         *CURRENT SURVEY CONTROL
 SM0807  ___________________________________________________________________
 SM0807* NAD 83(1986)-  47 28 11.     (N)    099 28 47.     (W)     SCALED    
 SM0807* NAVD 88     -       512.027  (meters)    1679.88   (feet)  ADJUSTED  
 SM0807  ___________________________________________________________________
 SM0807  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SM0807  DYNAMIC HT  -         512.082 (meters)    1680.06  (feet)  COMP
 SM0807  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 SM0807
 SM0807  VERT ORDER  -  SECOND    CLASS 0
 SM0807
 SM0807.The horizontal coordinates were scaled from a topographic map and have
 SM0807.an estimated accuracy of +/- 6 seconds.
 SM0807
 SM0807.The orthometric height was determined by differential leveling
 SM0807.and adjusted by the National Geodetic Survey in June 1991..
 SM0807
 SM0807.The geoid height was determined by GEOID03.
 SM0807
 SM0807.The dynamic height is computed by dividing the NAVD 88
 SM0807.geopotential number by the normal gravity value computed on the
 SM0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0807.degrees latitude (g = 980.6199 gals.).
 SM0807
 SM0807.The modeled gravity was interpolated from observed gravity values.
 SM0807
 SM0807;                    North         East    Units  Estimated Accuracy
 SM0807;SPC ND N     -    52,730.      676,910.      MT  (+/- 180 meters Scaled)
 SM0807
 SM0807                          SUPERSEDED SURVEY CONTROL
 SM0807
 SM0807  NGVD 29 (??/??/92)  511.625  (m)         1678.56   (f) ADJ UNCH    2 0
 SM0807
 SM0807.Superseded values are not recommended for survey control.
 SM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0807.See file dsdata.txt to determine how the superseded data were derived.
 SM0807
 SM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT638574(NAD 83)
 SM0807_MARKER: DB = BENCH MARK DISK
 SM0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0807_STAMPING: D 75 1934
 SM0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0807+STABILITY: SURFACE MOTION
 SM0807
 SM0807  HISTORY     - Date     Condition        Report By
 SM0807  HISTORY     - 1934     MONUMENTED       CGS
 SM0807  HISTORY     - 1960     GOOD             NGS
 SM0807  HISTORY     - 1967     GOOD             NDHD
 SM0807
 SM0807                          STATION DESCRIPTION
 SM0807
 SM0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0807'3.5 MI W FROM SYKESTON.
 SM0807'3.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0807'SYKESTON, WELLS COUNTY, AT A ROAD CROSSING, 60 FEET WEST OF THE
 SM0807'CENTERLINE OF THE ROAD, 44.1 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 SM0807'TRACK, AND 16 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED D 75 1934
 SM0807'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 SM0807'GROUND.
 SM0807
 SM0807                          STATION RECOVERY (1967)
 SM0807
 SM0807'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 SM0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0081 ***********************************************************************
 SN0081  DESIGNATION -  D 76
 SN0081  PID         -  SN0081
 SN0081  STATE/COUNTY-  ND/SHERIDAN
 SN0081  USGS QUAD   -  MC CLUSKY (1980)
 SN0081
 SN0081                         *CURRENT SURVEY CONTROL
 SN0081  ___________________________________________________________________
 SN0081* NAD 83(1986)-  47 29 19.     (N)    100 25 35.     (W)     SCALED    
 SN0081* NAVD 88     -       589.241  (meters)    1933.20   (feet)  ADJUSTED  
 SN0081  ___________________________________________________________________
 SN0081  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SN0081  DYNAMIC HT  -         589.291 (meters)    1933.37  (feet)  COMP
 SN0081  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 SN0081
 SN0081  VERT ORDER  -  SECOND    CLASS 0
 SN0081
 SN0081.The horizontal coordinates were scaled from a topographic map and have
 SN0081.an estimated accuracy of +/- 6 seconds.
 SN0081
 SN0081.The orthometric height was determined by differential leveling
 SN0081.and adjusted by the National Geodetic Survey in June 1991..
 SN0081
 SN0081.The geoid height was determined by GEOID03.
 SN0081
 SN0081.The dynamic height is computed by dividing the NAVD 88
 SN0081.geopotential number by the normal gravity value computed on the
 SN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0081.degrees latitude (g = 980.6199 gals.).
 SN0081
 SN0081.The modeled gravity was interpolated from observed gravity values.
 SN0081
 SN0081;                    North         East    Units  Estimated Accuracy
 SN0081;SPC ND N     -    54,330.      605,550.      MT  (+/- 180 meters Scaled)
 SN0081
 SN0081                          SUPERSEDED SURVEY CONTROL
 SN0081
 SN0081  NGVD 29 (??/??/92)  588.839  (m)         1931.88   (f) ADJ UNCH    2 0
 SN0081
 SN0081.Superseded values are not recommended for survey control.
 SN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0081.See file dsdata.txt to determine how the superseded data were derived.
 SN0081
 SN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT925604(NAD 83)
 SN0081_MARKER: DB = BENCH MARK DISK
 SN0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0081_STAMPING: D 76 1934
 SN0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0081+STABILITY: SURFACE MOTION
 SN0081
 SN0081  HISTORY     - Date     Condition        Report By
 SN0081  HISTORY     - 1934     MONUMENTED       CGS
 SN0081  HISTORY     - 1958     GOOD             NGS
 SN0081
 SN0081                          STATION DESCRIPTION
 SN0081
 SN0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0081'0.8 MI E FROM MCCLUSKY.
 SN0081'0.8 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0081'MCCLUSKEY, SHERIDAN COUNTY, 125 YARDS WEST OF MILEPOST 62, 86 YARDS
 SN0081'NORTHWEST OF CULVERT 62, 152 FEET EAST OF A PRIVATE-ROAD CROSSING, AND
 SN0081'43.7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 SN0081'STAMPED D 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SN0081'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1316 ***********************************************************************
 TG1316  DESIGNATION -  D 8
 TG1316  PID         -  TG1316
 TG1316  STATE/COUNTY-  ND/WILLIAMS
 TG1316  USGS QUAD   -  WILLISTON EAST (1976)
 TG1316
 TG1316                         *CURRENT SURVEY CONTROL
 TG1316  ___________________________________________________________________
 TG1316* NAD 83(1986)-  48 08 30.     (N)    103 37 11.     (W)     SCALED    
 TG1316* NAVD 88     -       565.155  (meters)    1854.18   (feet)  ADJUSTED  
 TG1316  ___________________________________________________________________
 TG1316  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1316  DYNAMIC HT  -         565.233 (meters)    1854.44  (feet)  COMP
 TG1316  MODELED GRAV-     980,731.2   (mgal)                       NAVD 88
 TG1316
 TG1316  VERT ORDER  -  FIRST     CLASS II
 TG1316
 TG1316.The horizontal coordinates were scaled from a topographic map and have
 TG1316.an estimated accuracy of +/- 6 seconds.
 TG1316
 TG1316.The orthometric height was determined by differential leveling
 TG1316.and adjusted by the National Geodetic Survey in June 1991..
 TG1316
 TG1316.The geoid height was determined by GEOID03.
 TG1316
 TG1316.The dynamic height is computed by dividing the NAVD 88
 TG1316.geopotential number by the normal gravity value computed on the
 TG1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1316.degrees latitude (g = 980.6199 gals.).
 TG1316
 TG1316.The modeled gravity was interpolated from observed gravity values.
 TG1316
 TG1316;                    North         East    Units  Estimated Accuracy
 TG1316;SPC ND N     -   131,630.      367,910.      MT  (+/- 180 meters Scaled)
 TG1316
 TG1316                          SUPERSEDED SURVEY CONTROL
 TG1316
 TG1316  NGVD 29 (??/??/92)  564.66   (m)         1852.6    (f) COMPUTED    1 2
 TG1316
 TG1316.Superseded values are not recommended for survey control.
 TG1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1316.See file dsdata.txt to determine how the superseded data were derived.
 TG1316
 TG1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP026329(NAD 83)
 TG1316_MARKER: DB = BENCH MARK DISK
 TG1316_SETTING: 0 = UNSPECIFIED SETTING
 TG1316_STAMPING: D-8 1934
 TG1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1316
 TG1316  HISTORY     - Date     Condition        Report By
 TG1316  HISTORY     - 1934     MONUMENTED       USGS
 TG1316  HISTORY     - 1940     GOOD             NGS
 TG1316  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1316
 TG1316                          STATION DESCRIPTION
 TG1316
 TG1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1316'IN WILLISTON.
 TG1316'LOCATED ABOUT 110 YARDS SOUTH-EAST OF THE SOUTH-EAST CORNER OF THE
 TG1316'GREAT NORTHERN RAILWAY STATION AT WILLISTON, 219 FEET SOUTH OF THE
 TG1316'CENTER LINE OF THE SOUTH SWITCH TRACK, 1 FOOT SOUTH OF A WHITE WOODEN
 TG1316'POST STENCILED U.S.B.M. AND PROJECTING 2 FEET ABOVE THE GROUND.
 TG1316
 TG1316                          STATION RECOVERY (1981)
 TG1316
 TG1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0630 ***********************************************************************
 SN0630  DESIGNATION -  D 8 B 1
 SN0630  PID         -  SN0630
 SN0630  STATE/COUNTY-  ND/MCLEAN
 SN0630  USGS QUAD   -  GARRISON (1981)
 SN0630
 SN0630                         *CURRENT SURVEY CONTROL
 SN0630  ___________________________________________________________________
 SN0630* NAD 83(1986)-  47 44 03.     (N)    101 25 18.     (W)     SCALED    
 SN0630* NAVD 88     -       614.282  (meters)    2015.36   (feet)  ADJUSTED  
 SN0630  ___________________________________________________________________
 SN0630  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SN0630  DYNAMIC HT  -         614.342 (meters)    2015.55  (feet)  COMP
 SN0630  MODELED GRAV-     980,689.5   (mgal)                       NAVD 88
 SN0630
 SN0630  VERT ORDER  -  SECOND    CLASS 0
 SN0630
 SN0630.The horizontal coordinates were scaled from a topographic map and have
 SN0630.an estimated accuracy of +/- 6 seconds.
 SN0630
 SN0630.The orthometric height was determined by differential leveling
 SN0630.and adjusted by the National Geodetic Survey in June 1991..
 SN0630
 SN0630.The geoid height was determined by GEOID03.
 SN0630
 SN0630.The dynamic height is computed by dividing the NAVD 88
 SN0630.geopotential number by the normal gravity value computed on the
 SN0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0630.degrees latitude (g = 980.6199 gals.).
 SN0630
 SN0630.The modeled gravity was interpolated from observed gravity values.
 SN0630
 SN0630;                    North         East    Units  Estimated Accuracy
 SN0630;SPC ND N     -    82,040.      530,870.      MT  (+/- 180 meters Scaled)
 SN0630
 SN0630                          SUPERSEDED SURVEY CONTROL
 SN0630
 SN0630  NGVD 29 (??/??/92)  613.88   (m)         2014.0    (f) COMPUTED    2 0
 SN0630
 SN0630.Superseded values are not recommended for survey control.
 SN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0630.See file dsdata.txt to determine how the superseded data were derived.
 SN0630
 SN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184895(NAD 83)
 SN0630_MARKER: Z = SEE DESCRIPTION
 SN0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0630_SP_SET: CONCRETE PEDESTAL
 SN0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0630
 SN0630  HISTORY     - Date     Condition        Report By
 SN0630  HISTORY     - UNK      MONUMENTED       DOD
 SN0630  HISTORY     - 1962     GOOD             NGS
 SN0630
 SN0630                          STATION DESCRIPTION
 SN0630
 SN0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0630'5.95 MI N FROM GARRISON.
 SN0630'ABOUT 5.95 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0630'AT GARRISON, 0.15 MILE NORTH OF A ROAD INTERSECTION, IN THE WEST EDGE
 SN0630'OF A FIELD, 105 FEET EAST OF THE CENTERLINE OF THE ROAD, 75 FEET
 SN0630'NORTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT
 SN0630'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 SN0630'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0631 ***********************************************************************
 SN0631  DESIGNATION -  D 8 B 2
 SN0631  PID         -  SN0631
 SN0631  STATE/COUNTY-  ND/MCLEAN
 SN0631  USGS QUAD   -  GARRISON (1981)
 SN0631
 SN0631                         *CURRENT SURVEY CONTROL
 SN0631  ___________________________________________________________________
 SN0631* NAD 83(1986)-  47 43 55.     (N)    101 24 56.     (W)     SCALED    
 SN0631* NAVD 88     -       611.430  (meters)    2006.00   (feet)  ADJUSTED  
 SN0631  ___________________________________________________________________
 SN0631  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 SN0631  DYNAMIC HT  -         611.489 (meters)    2006.19  (feet)  COMP
 SN0631  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 SN0631
 SN0631  VERT ORDER  -  SECOND    CLASS 0
 SN0631
 SN0631.The horizontal coordinates were scaled from a topographic map and have
 SN0631.an estimated accuracy of +/- 6 seconds.
 SN0631
 SN0631.The orthometric height was determined by differential leveling
 SN0631.and adjusted by the National Geodetic Survey in June 1991..
 SN0631
 SN0631.The geoid height was determined by GEOID03.
 SN0631
 SN0631.The dynamic height is computed by dividing the NAVD 88
 SN0631.geopotential number by the normal gravity value computed on the
 SN0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0631.degrees latitude (g = 980.6199 gals.).
 SN0631
 SN0631.The modeled gravity was interpolated from observed gravity values.
 SN0631
 SN0631;                    North         East    Units  Estimated Accuracy
 SN0631;SPC ND N     -    81,790.      531,330.      MT  (+/- 180 meters Scaled)
 SN0631
 SN0631                          SUPERSEDED SURVEY CONTROL
 SN0631
 SN0631  NGVD 29 (??/??/92)  611.025  (m)         2004.67   (f) ADJ UNCH    2 0
 SN0631
 SN0631.Superseded values are not recommended for survey control.
 SN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0631.See file dsdata.txt to determine how the superseded data were derived.
 SN0631
 SN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT188893(NAD 83)
 SN0631_MARKER: Z = SEE DESCRIPTION
 SN0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0631_SP_SET: CONCRETE PEDESTAL
 SN0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0631
 SN0631  HISTORY     - Date     Condition        Report By
 SN0631  HISTORY     - UNK      MONUMENTED       DOD
 SN0631  HISTORY     - 1962     GOOD             NGS
 SN0631
 SN0631                          STATION DESCRIPTION
 SN0631
 SN0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0631'6.1 MI N FROM GARRISON.
 SN0631'ABOUT 5.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0631'AT GARRISON, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, 37 FEET SOUTH OF
 SN0631'THE CENTERLINE OF THE ROAD, 70 FEET EAST OF A LONE ELM TREE, 7.0 FEET
 SN0631'SOUTH OF A FENCE, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X
 SN0631'4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 SN0631'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0628 ***********************************************************************
 SN0628  DESIGNATION -  D 8 Z
 SN0628  PID         -  SN0628
 SN0628  STATE/COUNTY-  ND/MCLEAN
 SN0628  USGS QUAD   -  GARRISON (1981)
 SN0628
 SN0628                         *CURRENT SURVEY CONTROL
 SN0628  ___________________________________________________________________
 SN0628* NAD 83(1986)-  47 43 55.     (N)    101 25 23.     (W)     SCALED    
 SN0628* NAVD 88     -       619.248  (meters)    2031.65   (feet)  ADJUSTED  
 SN0628  ___________________________________________________________________
 SN0628  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SN0628  DYNAMIC HT  -         619.308 (meters)    2031.85  (feet)  COMP
 SN0628  MODELED GRAV-     980,689.4   (mgal)                       NAVD 88
 SN0628
 SN0628  VERT ORDER  -  SECOND    CLASS 0
 SN0628
 SN0628.The horizontal coordinates were scaled from a topographic map and have
 SN0628.an estimated accuracy of +/- 6 seconds.
 SN0628
 SN0628.The orthometric height was determined by differential leveling
 SN0628.and adjusted by the National Geodetic Survey in June 1991..
 SN0628
 SN0628.The geoid height was determined by GEOID03.
 SN0628
 SN0628.The dynamic height is computed by dividing the NAVD 88
 SN0628.geopotential number by the normal gravity value computed on the
 SN0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0628.degrees latitude (g = 980.6199 gals.).
 SN0628
 SN0628.The modeled gravity was interpolated from observed gravity values.
 SN0628
 SN0628;                    North         East    Units  Estimated Accuracy
 SN0628;SPC ND N     -    81,790.      530,770.      MT  (+/- 180 meters Scaled)
 SN0628
 SN0628                          SUPERSEDED SURVEY CONTROL
 SN0628
 SN0628  NGVD 29 (??/??/92)  618.84   (m)         2030.3    (f) COMPUTED    2 0
 SN0628
 SN0628.Superseded values are not recommended for survey control.
 SN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0628.See file dsdata.txt to determine how the superseded data were derived.
 SN0628
 SN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT183893(NAD 83)
 SN0628_MARKER: DS = TRIANGULATION STATION DISK
 SN0628_SETTING: 66 = SET IN ROCK OUTCROP
 SN0628_SP_SET: GRANITE ROCK
 SN0628_STAMPING: D 8 Z 1962
 SN0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN0628+STABILITY: POSITION/ELEVATION WELL
 SN0628
 SN0628  HISTORY     - Date     Condition        Report By
 SN0628  HISTORY     - 1962     MONUMENTED       CGS
 SN0628
 SN0628                          STATION DESCRIPTION
 SN0628
 SN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0628'5.8 MI N FROM GARRISON.
 SN0628'ABOUT 5.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0628'AT GARRISON, NEAR A ROAD INTERSECTION, 329 FEET WEST OF THE CENTERLINE
 SN0628'OF THE GRAVELED ROAD, 84 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 SN0628'ROAD, 57.0 FEET SOUTHEAST OF R. M. 2, 43.5 FEET NORTHWEST OF R. M. 1,
 SN0628'SET IN THE TOP OF A 4 X 3 FOOT GRANITE BOULDER, 4.5 FEET WEST OF A
 SN0628'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE EASTWEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0627 ***********************************************************************
 SN0627  DESIGNATION -  D 8 Z RM 1
 SN0627  PID         -  SN0627
 SN0627  STATE/COUNTY-  ND/MCLEAN
 SN0627  USGS QUAD   -  GARRISON (1981)
 SN0627
 SN0627                         *CURRENT SURVEY CONTROL
 SN0627  ___________________________________________________________________
 SN0627* NAD 83(1986)-  47 43 55.     (N)    101 25 23.     (W)     SCALED    
 SN0627* NAVD 88     -       619.188  (meters)    2031.45   (feet)  ADJUSTED  
 SN0627  ___________________________________________________________________
 SN0627  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SN0627  DYNAMIC HT  -         619.248 (meters)    2031.65  (feet)  COMP
 SN0627  MODELED GRAV-     980,689.4   (mgal)                       NAVD 88
 SN0627
 SN0627  VERT ORDER  -  SECOND    CLASS 0
 SN0627
 SN0627.The horizontal coordinates were scaled from a topographic map and have
 SN0627.an estimated accuracy of +/- 6 seconds.
 SN0627
 SN0627.The orthometric height was determined by differential leveling
 SN0627.and adjusted by the National Geodetic Survey in June 1991..
 SN0627
 SN0627.The geoid height was determined by GEOID03.
 SN0627
 SN0627.The dynamic height is computed by dividing the NAVD 88
 SN0627.geopotential number by the normal gravity value computed on the
 SN0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0627.degrees latitude (g = 980.6199 gals.).
 SN0627
 SN0627.The modeled gravity was interpolated from observed gravity values.
 SN0627
 SN0627;                    North         East    Units  Estimated Accuracy
 SN0627;SPC ND N     -    81,790.      530,770.      MT  (+/- 180 meters Scaled)
 SN0627
 SN0627                          SUPERSEDED SURVEY CONTROL
 SN0627
 SN0627  NGVD 29 (??/??/92)  618.78   (m)         2030.1    (f) COMPUTED    2 0
 SN0627
 SN0627.Superseded values are not recommended for survey control.
 SN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0627.See file dsdata.txt to determine how the superseded data were derived.
 SN0627
 SN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT183893(NAD 83)
 SN0627_MARKER: DR = REFERENCE MARK DISK
 SN0627_SETTING: 66 = SET IN ROCK OUTCROP
 SN0627_SP_SET: GRANITE ROCK
 SN0627_STAMPING: D 8 Z NO 1 1962
 SN0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN0627+STABILITY: POSITION/ELEVATION WELL
 SN0627
 SN0627  HISTORY     - Date     Condition        Report By
 SN0627  HISTORY     - 1962     MONUMENTED       CGS
 SN0627
 SN0627                          STATION DESCRIPTION
 SN0627
 SN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0627'5.8 MI N FROM GARRISON.
 SN0627'ABOUT 5.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0627'AT GARRISON, NEAR A ROAD INTERSECTION, 100.0 FEET SOUTHEAST OF R. M.
 SN0627'2, 43.5 FEET SOUTHEAST OF D 8 Z 1962, AND SET IN A 2 X 2 FOOT GRANITE
 SN0627'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0629 ***********************************************************************
 SN0629  DESIGNATION -  D 8 Z RM 2
 SN0629  PID         -  SN0629
 SN0629  STATE/COUNTY-  ND/MCLEAN
 SN0629  USGS QUAD   -  GARRISON (1981)
 SN0629
 SN0629                         *CURRENT SURVEY CONTROL
 SN0629  ___________________________________________________________________
 SN0629* NAD 83(1986)-  47 43 55.     (N)    101 25 25.     (W)     SCALED    
 SN0629* NAVD 88     -       619.404  (meters)    2032.16   (feet)  ADJUSTED  
 SN0629  ___________________________________________________________________
 SN0629  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SN0629  DYNAMIC HT  -         619.464 (meters)    2032.36  (feet)  COMP
 SN0629  MODELED GRAV-     980,689.4   (mgal)                       NAVD 88
 SN0629
 SN0629  VERT ORDER  -  SECOND    CLASS 0
 SN0629
 SN0629.The horizontal coordinates were scaled from a topographic map and have
 SN0629.an estimated accuracy of +/- 6 seconds.
 SN0629
 SN0629.The orthometric height was determined by differential leveling
 SN0629.and adjusted by the National Geodetic Survey in June 1991..
 SN0629
 SN0629.The geoid height was determined by GEOID03.
 SN0629
 SN0629.The dynamic height is computed by dividing the NAVD 88
 SN0629.geopotential number by the normal gravity value computed on the
 SN0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0629.degrees latitude (g = 980.6199 gals.).
 SN0629
 SN0629.The modeled gravity was interpolated from observed gravity values.
 SN0629
 SN0629;                    North         East    Units  Estimated Accuracy
 SN0629;SPC ND N     -    81,790.      530,720.      MT  (+/- 180 meters Scaled)
 SN0629
 SN0629                          SUPERSEDED SURVEY CONTROL
 SN0629
 SN0629  NGVD 29 (??/??/92)  618.999  (m)         2030.83   (f) ADJ UNCH    2 0
 SN0629
 SN0629.Superseded values are not recommended for survey control.
 SN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0629.See file dsdata.txt to determine how the superseded data were derived.
 SN0629
 SN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT182893(NAD 83)
 SN0629_MARKER: DR = REFERENCE MARK DISK
 SN0629_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SN0629_SP_SET: ROCK
 SN0629_STAMPING: D 8 Z NO 2 1962
 SN0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0629
 SN0629  HISTORY     - Date     Condition        Report By
 SN0629  HISTORY     - 1962     MONUMENTED       CGS
 SN0629
 SN0629                          STATION DESCRIPTION
 SN0629
 SN0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0629'5.8 MI N FROM GARRISON.
 SN0629'ABOUT 5.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0629'AT GARRISON, NEAR A ROAD INTERSECTION, 100.0 FEET NORTHWEST OF R. M.
 SN0629'1, 57.0 FEET NORTHWEST OF THE STATION D 8 Z, SET IN A 6 X 4 FOOT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1080 ***********************************************************************
 SN1080  DESIGNATION -  D 80
 SN1080  PID         -  SN1080
 SN1080  STATE/COUNTY-  ND/MCLEAN
 SN1080  USGS QUAD   -  EMMET NE (1956)
 SN1080
 SN1080                         *CURRENT SURVEY CONTROL
 SN1080  ___________________________________________________________________
 SN1080* NAD 83(1986)-  47 38 44.     (N)    101 30 34.     (W)     SCALED    
 SN1080* NAVD 88     -       577.066  (meters)    1893.26   (feet)  ADJUSTED  
 SN1080  ___________________________________________________________________
 SN1080  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 SN1080  DYNAMIC HT  -         577.120 (meters)    1893.43  (feet)  COMP
 SN1080  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 SN1080
 SN1080  VERT ORDER  -  SECOND    CLASS 0
 SN1080
 SN1080.The horizontal coordinates were scaled from a topographic map and have
 SN1080.an estimated accuracy of +/- 6 seconds.
 SN1080
 SN1080.The orthometric height was determined by differential leveling
 SN1080.and adjusted by the National Geodetic Survey in June 1991..
 SN1080
 SN1080.The geoid height was determined by GEOID03.
 SN1080
 SN1080.The dynamic height is computed by dividing the NAVD 88
 SN1080.geopotential number by the normal gravity value computed on the
 SN1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1080.degrees latitude (g = 980.6199 gals.).
 SN1080
 SN1080.The modeled gravity was interpolated from observed gravity values.
 SN1080
 SN1080;                    North         East    Units  Estimated Accuracy
 SN1080;SPC ND N     -    72,270.      524,160.      MT  (+/- 180 meters Scaled)
 SN1080
 SN1080                          SUPERSEDED SURVEY CONTROL
 SN1080
 SN1080  NGVD 29 (??/??/92)  576.659  (m)         1891.92   (f) ADJ UNCH    2 0
 SN1080
 SN1080.Superseded values are not recommended for survey control.
 SN1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1080.See file dsdata.txt to determine how the superseded data were derived.
 SN1080
 SN1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT115799(NAD 83)
 SN1080_MARKER: DB = BENCH MARK DISK
 SN1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1080_SP_SET: CULVERT
 SN1080_STAMPING: D 80 1934
 SN1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1080
 SN1080  HISTORY     - Date     Condition        Report By
 SN1080  HISTORY     - 1934     MONUMENTED       CGS
 SN1080  HISTORY     - 1962     GOOD             NGS
 SN1080
 SN1080                          STATION DESCRIPTION
 SN1080
 SN1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1080'5.6 MI W FROM GARRISON.
 SN1080'0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1080'GARRISON, THENCE 4.3 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.5 MILE
 SN1080'NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG OLD HIGHWAY
 SN1080'37, AT AN 8 BY 20 FOOT CONCRETE CULVERT UNDER THE OLD HIGHWAY, IN THE
 SN1080'TOP OF THE NORTHEAST WING WALL, 12 FEET NORTH OF THE CENTERLINE OF THE
 SN1080'ROAD, 1 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE GUARDRAIL, ABOUT
 SN1080'LEVEL WITH THE ROAD, A DISK DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0343 ***********************************************************************
 SO0343  DESIGNATION -  D 82
 SO0343  PID         -  SO0343
 SO0343  STATE/COUNTY-  ND/DUNN
 SO0343  USGS QUAD   -  DUNN CENTER (1973)
 SO0343
 SO0343                         *CURRENT SURVEY CONTROL
 SO0343  ___________________________________________________________________
 SO0343* NAD 83(1986)-  47 21 18.     (N)    102 30 12.     (W)     SCALED    
 SO0343* NAVD 88     -       645.047  (meters)    2116.29   (feet)  ADJUSTED  
 SO0343  ___________________________________________________________________
 SO0343  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0343  DYNAMIC HT  -         645.091 (meters)    2116.44  (feet)  COMP
 SO0343  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 SO0343
 SO0343  VERT ORDER  -  SECOND    CLASS 0
 SO0343
 SO0343.The horizontal coordinates were scaled from a topographic map and have
 SO0343.an estimated accuracy of +/- 6 seconds.
 SO0343
 SO0343.The orthometric height was determined by differential leveling
 SO0343.and adjusted by the National Geodetic Survey in June 1991..
 SO0343
 SO0343.The geoid height was determined by GEOID03.
 SO0343
 SO0343.The dynamic height is computed by dividing the NAVD 88
 SO0343.geopotential number by the normal gravity value computed on the
 SO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0343.degrees latitude (g = 980.6199 gals.).
 SO0343
 SO0343.The modeled gravity was interpolated from observed gravity values.
 SO0343
 SO0343;                    North         East    Units  Estimated Accuracy
 SO0343;SPC ND S     -   189,610.      448,670.      MT  (+/- 180 meters Scaled)
 SO0343
 SO0343                          SUPERSEDED SURVEY CONTROL
 SO0343
 SO0343  NGVD 29 (??/??/92)  644.597  (m)         2114.82   (f) ADJ UNCH    2 0
 SO0343
 SO0343.Superseded values are not recommended for survey control.
 SO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0343.See file dsdata.txt to determine how the superseded data were derived.
 SO0343
 SO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN885476(NAD 83)
 SO0343_MARKER: DB = BENCH MARK DISK
 SO0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0343_STAMPING: D-82 -- 1934
 SO0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0343+STABILITY: SURFACE MOTION
 SO0343
 SO0343  HISTORY     - Date     Condition        Report By
 SO0343  HISTORY     - 1934     MONUMENTED       CGS
 SO0343  HISTORY     - 1938     GOOD             NGS
 SO0343
 SO0343                          STATION DESCRIPTION
 SO0343
 SO0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0343'2.2 MI W FROM WERNER.
 SO0343'2.2 MILES WEST OF THE NORTHERN PACIFIC RAILWAY STATION AT WERNER. 156
 SO0343'YARDS EAST OF MILEPOST NO. 109.  40.5 FEET NORTH OF NORTH RAIL OF
 SO0343'TRACK.  34 FEET WEST OF CENTERLINE OF A COUNTY TRAIL CROSSING TRACK. A
 SO0343'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.  STAMPED D
 SO0343'82 1934.
 SO0343
 SO0343                          STATION RECOVERY (1938)
 SO0343
 SO0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 SO0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0916 ***********************************************************************
 SN0916  DESIGNATION -  D 83
 SN0916  PID         -  SN0916
 SN0916  STATE/COUNTY-  ND/MERCER
 SN0916  USGS QUAD   -  MEDICINE BUTTE NE (1981)
 SN0916
 SN0916                         *CURRENT SURVEY CONTROL
 SN0916  ___________________________________________________________________
 SN0916* NAD 83(1986)-  47 08 56.     (N)    101 47 11.     (W)     SCALED    
 SN0916* NAVD 88     -       666.562  (meters)    2186.88   (feet)  ADJUSTED  
 SN0916  ___________________________________________________________________
 SN0916  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SN0916  DYNAMIC HT  -         666.585 (meters)    2186.95  (feet)  COMP
 SN0916  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 SN0916
 SN0916  VERT ORDER  -  SECOND    CLASS 0
 SN0916
 SN0916.The horizontal coordinates were scaled from a topographic map and have
 SN0916.an estimated accuracy of +/- 6 seconds.
 SN0916
 SN0916.The orthometric height was determined by differential leveling
 SN0916.and adjusted by the National Geodetic Survey in June 1991..
 SN0916
 SN0916.The geoid height was determined by GEOID03.
 SN0916
 SN0916.The dynamic height is computed by dividing the NAVD 88
 SN0916.geopotential number by the normal gravity value computed on the
 SN0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0916.degrees latitude (g = 980.6199 gals.).
 SN0916
 SN0916.The modeled gravity was interpolated from observed gravity values.
 SN0916
 SN0916;                    North         East    Units  Estimated Accuracy
 SN0916;SPC ND S     -   165,560.      502,440.      MT  (+/- 180 meters Scaled)
 SN0916
 SN0916                          SUPERSEDED SURVEY CONTROL
 SN0916
 SN0916  NGVD 29 (??/??/92)  666.147  (m)         2185.52   (f) ADJ UNCH    2 0
 SN0916
 SN0916.Superseded values are not recommended for survey control.
 SN0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0916.See file dsdata.txt to determine how the superseded data were derived.
 SN0916
 SN0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT887254(NAD 83)
 SN0916_MARKER: DB = BENCH MARK DISK
 SN0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0916_STAMPING: D-83 -- 1934
 SN0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0916+STABILITY: SURFACE MOTION
 SN0916
 SN0916  HISTORY     - Date     Condition        Report By
 SN0916  HISTORY     - 1934     MONUMENTED       CGS
 SN0916  HISTORY     - 1956     GOOD             NGS
 SN0916
 SN0916                          STATION DESCRIPTION
 SN0916
 SN0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0916'7.9 MI S FROM BEULAH.
 SN0916'D-83 IS LOCATED 7.9 MILES SOUTH OF THE CROSSING OF STATE HYS. NO. 25
 SN0916'AND 49 WITH THE N.P. RWY. AT BEULAH.  ON THE NORTH SLOPE OF A LARGE
 SN0916'HILL AND APPROXIMATELY 50 YDS. NORTH OF CROWN OF HILL.  43 FT. EAST OF
 SN0916'CENTERLINE OF STATE HY. NO. 49.  7.5 FT. NORTH OF A FENCE CORNER. 1.6
 SN0916'FT. WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4
 SN0916'IN. HIGH.
 SN0916
 SN0916                          STATION RECOVERY (1956)
 SN0916
 SN0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0917 ***********************************************************************
 SN0917  DESIGNATION -  D 83 RESET
 SN0917  PID         -  SN0917
 SN0917  STATE/COUNTY-  ND/MERCER
 SN0917  USGS QUAD   -  MEDICINE BUTTE NE (1981)
 SN0917
 SN0917                         *CURRENT SURVEY CONTROL
 SN0917  ___________________________________________________________________
 SN0917* NAD 83(1986)-  47 08 56.     (N)    101 47 11.     (W)     SCALED    
 SN0917* NAVD 88     -       666.24   (+/-2cm)    2185.8    (feet)  VERTCON   
 SN0917  ___________________________________________________________________
 SN0917  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SN0917
 SN0917  VERT ORDER  -  THIRD (See Below)
 SN0917
 SN0917.The horizontal coordinates were scaled from a topographic map and have
 SN0917.an estimated accuracy of +/- 6 seconds.
 SN0917
 SN0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0917.The vertical order pertains to the NGVD 29 superseded value.
 SN0917
 SN0917.The geoid height was determined by GEOID03.
 SN0917
 SN0917;                    North         East    Units  Estimated Accuracy
 SN0917;SPC ND S     -   165,560.      502,440.      MT  (+/- 180 meters Scaled)
 SN0917
 SN0917                          SUPERSEDED SURVEY CONTROL
 SN0917
 SN0917  NGVD 29 (11/04/04)  665.82   (m)         2184.4    (f) RESET       3  
 SN0917
 SN0917.Superseded values are not recommended for survey control.
 SN0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0917.See file dsdata.txt to determine how the superseded data were derived.
 SN0917
 SN0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT887254(NAD 83)
 SN0917_MARKER: DB = BENCH MARK DISK
 SN0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0917_STAMPING: D 83 RESET 1962
 SN0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0917+STABILITY: SURFACE MOTION
 SN0917
 SN0917  HISTORY     - Date     Condition        Report By
 SN0917  HISTORY     - 1962     MONUMENTED       CGS
 SN0917
 SN0917                          STATION DESCRIPTION
 SN0917
 SN0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0917'7.8 MI S FROM BEULAH.
 SN0917'7.8 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF THE
 SN0917'NORTHERN PACIFIC RAILWAY AT THE WEST EDGE OF BEULAH, MERCER COUNTY,
 SN0917'1.95 MILES SOUTH OF THE JUNCTION OF COUNTY ROUTE 25 LEADING WEST, ON
 SN0917'THE NORTH SLOPE OF A LARGE HILL, ABOUT 0.05 MILE NORTH OF THE SUMMIT
 SN0917'OF THE HILL, 174 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 1/2
 SN0917'FEET NORTH OF A STEEL POST, AND SET IN THE TOP OF A CONCRETE POST
 SN0917'PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0401 ***********************************************************************
 SO0401  DESIGNATION -  D 84
 SO0401  PID         -  SO0401
 SO0401  STATE/COUNTY-  ND/DUNN
 SO0401  USGS QUAD   -  MANNING SE (1973)
 SO0401
 SO0401                         *CURRENT SURVEY CONTROL
 SO0401  ___________________________________________________________________
 SO0401* NAD 83(1986)-  47 03 46.     (N)    102 48 00.     (W)     SCALED    
 SO0401* NAVD 88     -       786.619  (meters)    2580.77   (feet)  ADJUSTED  
 SO0401  ___________________________________________________________________
 SO0401  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 SO0401  DYNAMIC HT  -         786.629 (meters)    2580.80  (feet)  COMP
 SO0401  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 SO0401
 SO0401  VERT ORDER  -  SECOND    CLASS 0
 SO0401
 SO0401.The horizontal coordinates were scaled from a topographic map and have
 SO0401.an estimated accuracy of +/- 6 seconds.
 SO0401
 SO0401.The orthometric height was determined by differential leveling
 SO0401.and adjusted by the National Geodetic Survey in June 1991..
 SO0401
 SO0401.The geoid height was determined by GEOID03.
 SO0401
 SO0401.The dynamic height is computed by dividing the NAVD 88
 SO0401.geopotential number by the normal gravity value computed on the
 SO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0401.degrees latitude (g = 980.6199 gals.).
 SO0401
 SO0401.The modeled gravity was interpolated from observed gravity values.
 SO0401
 SO0401;                    North         East    Units  Estimated Accuracy
 SO0401;SPC ND S     -   157,750.      425,310.      MT  (+/- 180 meters Scaled)
 SO0401
 SO0401                          SUPERSEDED SURVEY CONTROL
 SO0401
 SO0401  NGVD 29 (??/??/92)  786.09   (m)         2579.0    (f) COMPUTED    2 0
 SO0401
 SO0401.Superseded values are not recommended for survey control.
 SO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0401.See file dsdata.txt to determine how the superseded data were derived.
 SO0401
 SO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN670144(NAD 83)
 SO0401_MARKER: DB = BENCH MARK DISK
 SO0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0401_STAMPING: D-84 -- 1934
 SO0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0401+STABILITY: SURFACE MOTION
 SO0401
 SO0401  HISTORY     - Date     Condition        Report By
 SO0401  HISTORY     - 1934     MONUMENTED       CGS
 SO0401
 SO0401                          STATION DESCRIPTION
 SO0401
 SO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0401'12.2 MI S FROM MANNING.
 SO0401'12.2 MILES SOUTH OF THE COURT HOUSE AT MANNING.  61 FEET NORTH OF
 SO0401'CENTERLINE OF A DRIVEWAY CROSSING STATE HWY. 22 AND LEADING TO
 SO0401'FARMSTEADS ON BOTH SIDES OF STATE HWY. 22.  38 1/2 FEET WEST OF
 SO0401'CENTERLINE OF STATE HWY. 22.  2 FEET EAST OF FENCE LINE.  STANDARD
 SO0401'TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0402 ***********************************************************************
 SO0402  DESIGNATION -  D 84 RESET
 SO0402  PID         -  SO0402
 SO0402  STATE/COUNTY-  ND/DUNN
 SO0402  USGS QUAD   -  MANNING SE (1973)
 SO0402
 SO0402                         *CURRENT SURVEY CONTROL
 SO0402  ___________________________________________________________________
 SO0402* NAD 83(1986)-  47 03 46.     (N)    102 48 02.     (W)     SCALED    
 SO0402* NAVD 88     -       787.60   (+/-2cm)    2584.0    (feet)  VERTCON   
 SO0402  ___________________________________________________________________
 SO0402  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 SO0402
 SO0402  VERT ORDER  -  THIRD (See Below)
 SO0402
 SO0402.The horizontal coordinates were scaled from a topographic map and have
 SO0402.an estimated accuracy of +/- 6 seconds.
 SO0402
 SO0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0402.The vertical order pertains to the NGVD 29 superseded value.
 SO0402
 SO0402.The geoid height was determined by GEOID03.
 SO0402
 SO0402;                    North         East    Units  Estimated Accuracy
 SO0402;SPC ND S     -   157,750.      425,270.      MT  (+/- 180 meters Scaled)
 SO0402
 SO0402                          SUPERSEDED SURVEY CONTROL
 SO0402
 SO0402  NGVD 29 (??/??/??)  787.07   (m)         2582.2    (f) RESET       3  
 SO0402
 SO0402.Superseded values are not recommended for survey control.
 SO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0402.See file dsdata.txt to determine how the superseded data were derived.
 SO0402
 SO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN670144(NAD 83)
 SO0402_MARKER: DB = BENCH MARK DISK
 SO0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0402_STAMPING: D 84 RESET 1952
 SO0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0402+STABILITY: SURFACE MOTION
 SO0402
 SO0402  HISTORY     - Date     Condition        Report By
 SO0402  HISTORY     - 1952     MONUMENTED       NDHD
 SO0402
 SO0402                          STATION DESCRIPTION
 SO0402
 SO0402'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 SO0402'12.1 MI S FROM MANNING.
 SO0402'12.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE COURTHOUSE AT
 SO0402'MANNING, DUNN COUNTY, AT THE INTERSECTION OF A DRIVEWAY LEADING TO
 SO0402'FARMS ON EITHER SIDE OF THE HIGHWAY, 100 FEET WEST OF THE CENTERLINE
 SO0402'OF THE HIGHWAY, 63 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, AND
 SO0402'27 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SO0402'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0567 ***********************************************************************
 SO0567  DESIGNATION -  D 85
 SO0567  PID         -  SO0567
 SO0567  STATE/COUNTY-  ND/MCKENZIE
 SO0567  USGS QUAD   -  GRASSY BUTTE SW (1974)
 SO0567
 SO0567                         *CURRENT SURVEY CONTROL
 SO0567  ___________________________________________________________________
 SO0567* NAD 83(1986)-  47 20 09.     (N)    103 11 02.     (W)     SCALED    
 SO0567* NAVD 88     -       805.818  (meters)    2643.75   (feet)  ADJUSTED  
 SO0567  ___________________________________________________________________
 SO0567  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SO0567  DYNAMIC HT  -         805.837 (meters)    2643.82  (feet)  COMP
 SO0567  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 SO0567
 SO0567  VERT ORDER  -  SECOND    CLASS 0
 SO0567
 SO0567.The horizontal coordinates were scaled from a topographic map and have
 SO0567.an estimated accuracy of +/- 6 seconds.
 SO0567
 SO0567.The orthometric height was determined by differential leveling
 SO0567.and adjusted by the National Geodetic Survey in June 1991..
 SO0567
 SO0567.The geoid height was determined by GEOID03.
 SO0567
 SO0567.The dynamic height is computed by dividing the NAVD 88
 SO0567.geopotential number by the normal gravity value computed on the
 SO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0567.degrees latitude (g = 980.6199 gals.).
 SO0567
 SO0567.The modeled gravity was interpolated from observed gravity values.
 SO0567
 SO0567;                    North         East    Units  Estimated Accuracy
 SO0567;SPC ND N     -    40,870.      397,190.      MT  (+/- 180 meters Scaled)
 SO0567
 SO0567                          SUPERSEDED SURVEY CONTROL
 SO0567
 SO0567  NGVD 29 (??/??/92)  805.27   (m)         2642.0    (f) COMPUTED    2 0
 SO0567
 SO0567.Superseded values are not recommended for survey control.
 SO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0567.See file dsdata.txt to determine how the superseded data were derived.
 SO0567
 SO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN372440(NAD 83)
 SO0567_MARKER: DB = BENCH MARK DISK
 SO0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0567_STAMPING: D-85 -- 1934
 SO0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0567+STABILITY: SURFACE MOTION
 SO0567
 SO0567  HISTORY     - Date     Condition        Report By
 SO0567  HISTORY     - 1934     MONUMENTED       CGS
 SO0567
 SO0567                          STATION DESCRIPTION
 SO0567
 SO0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0567'32.7 MI N FROM BELFIELD.
 SO0567'32.7 MILES NORTH OF, ALONG U.S. HIGHWAY NO. 85.  32.7 MILES NORTH OF
 SO0567'THE NORTHERN PACIFIC DEPOT AT BELFIELD.  0.5 MILES SOUTH OF
 SO0567'INTERSECTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 25.  42 FEET WEST OF
 SO0567'CENTERLINE OF U.S. HIGHWAY 85.  2 FEET SOUTH OF QUARTER SECTION LINE
 SO0567'FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0568 ***********************************************************************
 SO0568  DESIGNATION -  D 85 RESET
 SO0568  PID         -  SO0568
 SO0568  STATE/COUNTY-  ND/MCKENZIE
 SO0568  USGS QUAD   -  GRASSY BUTTE SW (1974)
 SO0568
 SO0568                         *CURRENT SURVEY CONTROL
 SO0568  ___________________________________________________________________
 SO0568* NAD 83(1986)-  47 20 09.     (N)    103 11 01.     (W)     SCALED    
 SO0568* NAVD 88     -       806.76   (+/-2cm)    2646.8    (feet)  VERTCON   
 SO0568  ___________________________________________________________________
 SO0568  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 SO0568
 SO0568  VERT ORDER  -  THIRD (See Below)
 SO0568
 SO0568.The horizontal coordinates were scaled from a topographic map and have
 SO0568.an estimated accuracy of +/- 6 seconds.
 SO0568
 SO0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0568.The vertical order pertains to the NGVD 29 superseded value.
 SO0568
 SO0568.The geoid height was determined by GEOID03.
 SO0568
 SO0568;                    North         East    Units  Estimated Accuracy
 SO0568;SPC ND N     -    40,870.      397,220.      MT  (+/- 180 meters Scaled)
 SO0568
 SO0568                          SUPERSEDED SURVEY CONTROL
 SO0568
 SO0568  NGVD 29 (??/??/??)  806.22   (m)         2645.1    (f) RESET       3  
 SO0568
 SO0568.Superseded values are not recommended for survey control.
 SO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0568.See file dsdata.txt to determine how the superseded data were derived.
 SO0568
 SO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN372440(NAD 83)
 SO0568_MARKER: DB = BENCH MARK DISK
 SO0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0568_STAMPING: D 85 RESET 1961
 SO0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0568+STABILITY: SURFACE MOTION
 SO0568
 SO0568  HISTORY     - Date     Condition        Report By
 SO0568  HISTORY     - 1961     MONUMENTED       CGS
 SO0568  HISTORY     - 1968     GOOD             DOD
 SO0568  HISTORY     - 1987     GOOD             USPSQD
 SO0568
 SO0568                          STATION DESCRIPTION
 SO0568
 SO0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SO0568'32.7 MI N FROM BELFIELD.
 SO0568'THIS MARK IS LOCATED ABOUT 32.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM
 SO0568'THE NORTHERN PACIFIC RAILWAY STATION AT BELFIELD, STARK COUNTY, 0.5
 SO0568'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 7, ABOUT 144 FEET EAST OF
 SO0568'THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF QUARTER-SECTION
 SO0568'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 SO0568'THE GROUND.
 SO0568
 SO0568                          STATION RECOVERY (1968)
 SO0568
 SO0568'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SO0568'RECOVERED IN GOOD CONDITION.
 SO0568
 SO0568                          STATION RECOVERY (1987)
 SO0568
 SO0568'RECOVERY NOTE BY US POWER SQUADRON 1987 (NC)
 SO0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0636 ***********************************************************************
 SO0636  DESIGNATION -  D 86
 SO0636  PID         -  SO0636
 SO0636  STATE/COUNTY-  ND/MCKENZIE
 SO0636  USGS QUAD   -  CARTWRIGHT (1972)
 SO0636
 SO0636                         *CURRENT SURVEY CONTROL
 SO0636  ___________________________________________________________________
 SO0636* NAD 83(1986)-  47 51 29.     (N)    103 55 39.     (W)     SCALED    
 SO0636* NAVD 88     -       580.310  (meters)    1903.90   (feet)  ADJUSTED  
 SO0636  ___________________________________________________________________
 SO0636  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0636  DYNAMIC HT  -         580.363 (meters)    1904.07  (feet)  COMP
 SO0636  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SO0636
 SO0636  VERT ORDER  -  FIRST     CLASS II
 SO0636
 SO0636.The horizontal coordinates were scaled from a topographic map and have
 SO0636.an estimated accuracy of +/- 6 seconds.
 SO0636
 SO0636.The orthometric height was determined by differential leveling
 SO0636.and adjusted by the National Geodetic Survey in June 1991..
 SO0636
 SO0636.The geoid height was determined by GEOID03.
 SO0636
 SO0636.The dynamic height is computed by dividing the NAVD 88
 SO0636.geopotential number by the normal gravity value computed on the
 SO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0636.degrees latitude (g = 980.6199 gals.).
 SO0636
 SO0636.The modeled gravity was interpolated from observed gravity values.
 SO0636
 SO0636;                    North         East    Units  Estimated Accuracy
 SO0636;SPC ND N     -   101,110.      343,620.      MT  (+/- 180 meters Scaled)
 SO0636
 SO0636                          SUPERSEDED SURVEY CONTROL
 SO0636
 SO0636.No superseded survey control is available for this station.
 SO0636
 SO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP802010(NAD 83)
 SO0636_MARKER: DB = BENCH MARK DISK
 SO0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0636_STAMPING: D-86 -- 1934
 SO0636_MARK LOGO: CGS   
 SO0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0636+STABILITY: SURFACE MOTION
 SO0636
 SO0636  HISTORY     - Date     Condition        Report By
 SO0636  HISTORY     - 1934     MONUMENTED       CGS
 SO0636  HISTORY     - 1981     GOOD             NGS
 SO0636
 SO0636                          STATION DESCRIPTION
 SO0636
 SO0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0636'IN CARTWRIGHT.
 SO0636'D-86 IS LOCATED AT CARTWRIGHT.  290 YARDS WEST OF GREAT NORTHERN
 SO0636'DEPOT.  100 YARDS EAST OF MILE POST 5.  20.2 FEET NORTH OF NORTH RAIL
 SO0636'OF TRACK.  ACROSS TRACK FROM INTERNATIONAL ELEVATOR COS ELEVATOR.  A
 SO0636'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 SO0636
 SO0636                          STATION RECOVERY (1981)
 SO0636
 SO0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SO0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0439 ***********************************************************************
 SO0439  DESIGNATION -  D 87
 SO0439  PID         -  SO0439
 SO0439  STATE/COUNTY-  ND/MCKENZIE
 SO0439  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0439
 SO0439                         *CURRENT SURVEY CONTROL
 SO0439  ___________________________________________________________________
 SO0439* NAD 83(1986)-  47 48 54.     (N)    102 56 27.     (W)     SCALED    
 SO0439* NAVD 88     -       712.859  (meters)    2338.77   (feet)  ADJUSTED  
 SO0439  ___________________________________________________________________
 SO0439  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 SO0439  DYNAMIC HT  -         712.929 (meters)    2339.00  (feet)  COMP
 SO0439  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SO0439
 SO0439  VERT ORDER  -  SECOND    CLASS 0
 SO0439
 SO0439.The horizontal coordinates were scaled from a topographic map and have
 SO0439.an estimated accuracy of +/- 6 seconds.
 SO0439
 SO0439.The orthometric height was determined by differential leveling
 SO0439.and adjusted by the National Geodetic Survey in June 1991..
 SO0439
 SO0439.The geoid height was determined by GEOID03.
 SO0439
 SO0439.The dynamic height is computed by dividing the NAVD 88
 SO0439.geopotential number by the normal gravity value computed on the
 SO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0439.degrees latitude (g = 980.6199 gals.).
 SO0439
 SO0439.The modeled gravity was interpolated from observed gravity values.
 SO0439
 SO0439;                    North         East    Units  Estimated Accuracy
 SO0439;SPC ND N     -    93,510.      417,240.      MT  (+/- 180 meters Scaled)
 SO0439
 SO0439                          SUPERSEDED SURVEY CONTROL
 SO0439
 SO0439  NGVD 29 (??/??/92)  712.35   (m)         2337.1    (f) COMPUTED    2 0
 SO0439
 SO0439.Superseded values are not recommended for survey control.
 SO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0439.See file dsdata.txt to determine how the superseded data were derived.
 SO0439
 SO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN541977(NAD 83)
 SO0439_MARKER: DB = BENCH MARK DISK
 SO0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0439_STAMPING: D-87 -- 1934
 SO0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0439+STABILITY: SURFACE MOTION
 SO0439
 SO0439  HISTORY     - Date     Condition        Report By
 SO0439  HISTORY     - 1934     MONUMENTED       CGS
 SO0439  HISTORY     - 1964     MARK NOT FOUND   USGS
 SO0439
 SO0439                          STATION DESCRIPTION
 SO0439
 SO0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0439'12.4 MI NE FROM SCHAFER.
 SO0439'LOCATED 12.4 MILES NORTHEAST OF SCHAFER.  17.3 MILES NORTHEAST OF THE
 SO0439'GREAT NORTHERN DEPOT AT WATFORD CITY.  ABOUT 0.8 OF MILE NORTH OF
 SO0439'STATE HWYS.  23 AND 22 JUNCTION.  52 YARDS NORTH OF 36 INCH CONCRETE
 SO0439'CULVERT.  45 FEET EAST OF CENTER LINE OF STATE HWY.  23.  15 FEET
 SO0439'SOUTH OF CENTER LINE OF SIDE ROAD.  2.7 FEET NORTHEAST OF CORNER FENCE
 SO0439'POST.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 SO0439
 SO0439                          STATION RECOVERY (1964)
 SO0439
 SO0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SO0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0440 ***********************************************************************
 SO0440  DESIGNATION -  D 87 RESET
 SO0440  PID         -  SO0440
 SO0440  STATE/COUNTY-  ND/MCKENZIE
 SO0440  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0440
 SO0440                         *CURRENT SURVEY CONTROL
 SO0440  ___________________________________________________________________
 SO0440* NAD 83(1986)-  47 48 53.     (N)    102 56 28.     (W)     SCALED    
 SO0440* NAVD 88     -       713.15   (+/-2cm)    2339.7    (feet)  VERTCON   
 SO0440  ___________________________________________________________________
 SO0440  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 SO0440
 SO0440  VERT ORDER  -  THIRD (See Below)
 SO0440
 SO0440.The horizontal coordinates were scaled from a topographic map and have
 SO0440.an estimated accuracy of +/- 6 seconds.
 SO0440
 SO0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0440.The vertical order pertains to the NGVD 29 superseded value.
 SO0440
 SO0440.The geoid height was determined by GEOID03.
 SO0440
 SO0440;                    North         East    Units  Estimated Accuracy
 SO0440;SPC ND N     -    93,480.      417,220.      MT  (+/- 180 meters Scaled)
 SO0440
 SO0440                          SUPERSEDED SURVEY CONTROL
 SO0440
 SO0440  NGVD 29 (??/??/??)  712.64   (m)         2338.1    (f) RESET       3  
 SO0440
 SO0440.Superseded values are not recommended for survey control.
 SO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0440.See file dsdata.txt to determine how the superseded data were derived.
 SO0440
 SO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN541977(NAD 83)
 SO0440_MARKER: DB = BENCH MARK DISK
 SO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0440_STAMPING: D 87 RESET 1958
 SO0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0440+STABILITY: SURFACE MOTION
 SO0440
 SO0440  HISTORY     - Date     Condition        Report By
 SO0440  HISTORY     - 1958     MONUMENTED       CGS
 SO0440
 SO0440                          STATION DESCRIPTION
 SO0440
 SO0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0440'7.5 MI S FROM KEENE.
 SO0440'7.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT KEENE,
 SO0440'MCKENZIE COUNTY, 0.8 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 22
 SO0440'AND 23, 0.1 MILE NORTH OF A SCHOOL HOUSE, ABOUT 50 YARDS NORTH OF A
 SO0440'RAVINE AND 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 SO0440'DISK, STAMPED D 87 RESET 1958 AND SET IN THE TOP OF A ROUND CONCRETE
 SO0440'POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0212 ***********************************************************************
 SO0212  DESIGNATION -  D 88
 SO0212  PID         -  SO0212
 SO0212  STATE/COUNTY-  ND/MOUNTRAIL
 SO0212  USGS QUAD   -  PARSHALL NE (1981)
 SO0212
 SO0212                         *CURRENT SURVEY CONTROL
 SO0212  ___________________________________________________________________
 SO0212* NAD 83(1986)-  47 57 55.     (N)    102 00 18.     (W)     SCALED    
 SO0212* NAVD 88     -       610.347  (meters)    2002.45   (feet)  ADJUSTED  
 SO0212  ___________________________________________________________________
 SO0212  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 SO0212  DYNAMIC HT  -         610.433 (meters)    2002.73  (feet)  COMP
 SO0212  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SO0212
 SO0212  VERT ORDER  -  SECOND    CLASS 0
 SO0212
 SO0212.The horizontal coordinates were scaled from a topographic map and have
 SO0212.an estimated accuracy of +/- 6 seconds.
 SO0212
 SO0212.The orthometric height was determined by differential leveling
 SO0212.and adjusted by the National Geodetic Survey in June 1991..
 SO0212
 SO0212.The geoid height was determined by GEOID03.
 SO0212
 SO0212.The dynamic height is computed by dividing the NAVD 88
 SO0212.geopotential number by the normal gravity value computed on the
 SO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0212.degrees latitude (g = 980.6199 gals.).
 SO0212
 SO0212.The modeled gravity was interpolated from observed gravity values.
 SO0212
 SO0212;                    North         East    Units  Estimated Accuracy
 SO0212;SPC ND N     -   108,420.      487,630.      MT  (+/- 180 meters Scaled)
 SO0212
 SO0212                          SUPERSEDED SURVEY CONTROL
 SO0212
 SO0212  NGVD 29 (??/??/92)  609.915  (m)         2001.03   (f) ADJ UNCH    2 0
 SO0212
 SO0212.Superseded values are not recommended for survey control.
 SO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0212.See file dsdata.txt to determine how the superseded data were derived.
 SO0212
 SO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP235167(NAD 83)
 SO0212_MARKER: DB = BENCH MARK DISK
 SO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0212_STAMPING: D 88 1934
 SO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0212+STABILITY: SURFACE MOTION
 SO0212
 SO0212  HISTORY     - Date     Condition        Report By
 SO0212  HISTORY     - 1934     MONUMENTED       CGS
 SO0212  HISTORY     - 1962     GOOD             NGS
 SO0212
 SO0212                          STATION DESCRIPTION
 SO0212
 SO0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0212'6.55 MI E FROM PARSHALL.
 SO0212'ABOUT 6.55 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0212'PARSHALL, 2 POLE EAST OF MILEPOLE 504, AT A PRIVATE ROAD CROSSING,
 SO0212'23.5 FEET SOUTH OF THE SOUTH RAIL, 36 FEET SOUTHWEST OF THE CENTERLINE
 SO0212'OF THE CROSSING, 40 FEET NORTH OF A FENCE, 48 FEET NORTHEAST OF THE
 SO0212'WEST END OF A WIRE GATE, 1 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET
 SO0212'LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SO0212'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0945 ***********************************************************************
 TG0945  DESIGNATION -  D 89
 TG0945  PID         -  TG0945
 TG0945  STATE/COUNTY-  ND/BURKE
 TG0945  USGS QUAD   -  PORTAL (1949)
 TG0945
 TG0945                         *CURRENT SURVEY CONTROL
 TG0945  ___________________________________________________________________
 TG0945* NAD 83(1986)-  48 54 04.     (N)    102 31 33.     (W)     SCALED    
 TG0945* NAVD 88     -       593.195  (meters)    1946.17   (feet)  ADJUSTED  
 TG0945  ___________________________________________________________________
 TG0945  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 TG0945  DYNAMIC HT  -         593.327 (meters)    1946.61  (feet)  COMP
 TG0945  MODELED GRAV-     980,814.2   (mgal)                       NAVD 88
 TG0945
 TG0945  VERT ORDER  -  SECOND    CLASS 0
 TG0945
 TG0945.The horizontal coordinates were scaled from a topographic map and have
 TG0945.an estimated accuracy of +/- 6 seconds.
 TG0945
 TG0945.The orthometric height was determined by differential leveling
 TG0945.and adjusted by the National Geodetic Survey in June 1991..
 TG0945
 TG0945.The geoid height was determined by GEOID03.
 TG0945
 TG0945.The dynamic height is computed by dividing the NAVD 88
 TG0945.geopotential number by the normal gravity value computed on the
 TG0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0945.degrees latitude (g = 980.6199 gals.).
 TG0945
 TG0945.The modeled gravity was interpolated from observed gravity values.
 TG0945
 TG0945;                    North         East    Units  Estimated Accuracy
 TG0945;SPC ND N     -   213,330.      451,480.      MT  (+/- 180 meters Scaled)
 TG0945
 TG0945                          SUPERSEDED SURVEY CONTROL
 TG0945
 TG0945  NGVD 29 (??/??/92)  592.759  (m)         1944.74   (f) ADJ UNCH    2 0
 TG0945
 TG0945.Superseded values are not recommended for survey control.
 TG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0945.See file dsdata.txt to determine how the superseded data were derived.
 TG0945
 TG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ813194(NAD 83)
 TG0945_MARKER: DB = BENCH MARK DISK
 TG0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0945_STAMPING: D 89 1934
 TG0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0945+STABILITY: SURFACE MOTION
 TG0945
 TG0945  HISTORY     - Date     Condition        Report By
 TG0945  HISTORY     - 1934     MONUMENTED       CGS
 TG0945
 TG0945                          STATION DESCRIPTION
 TG0945
 TG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0945'1.5 MI N FROM LIGNITE.
 TG0945'1.5 MILES NORTH ALONG A COUNTY ROAD FROM LIGNITE, BURKE COUNTY, 2
 TG0945'MILES EAST ALONG THE SOO LINE RAILROAD.  1 MILE EAST OF THE CROSSING
 TG0945'OF STATE HIGHWAY 9, 107 YARDS WEST OF THE CENTERLINE OF A SECTION-LINE
 TG0945'ROAD CROSSING THE TRACK, 150 FEET WEST OF THE EAST END OF A SPUR
 TG0945'TRACK, 38.4 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 24.6 FEET
 TG0945'NORTH OF THE NORTH RAIL OF THE SPUR TRACK, AND 57 FEET SOUTH OF THE
 TG0945'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 89 1934 AND SET IN THE
 TG0945'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0351 ***********************************************************************
 QR0351  DESIGNATION -  D 9
 QR0351  PID         -  QR0351
 QR0351  STATE/COUNTY-  ND/MCINTOSH
 QR0351  USGS QUAD   -  ZEELAND (1978)
 QR0351
 QR0351                         *CURRENT SURVEY CONTROL
 QR0351  ___________________________________________________________________
 QR0351* NAD 83(1986)-  45 58 27.     (N)    099 50 02.     (W)     SCALED    
 QR0351* NAVD 88     -       611.683  (meters)    2006.83   (feet)  ADJUSTED  
 QR0351  ___________________________________________________________________
 QR0351  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 QR0351  DYNAMIC HT  -         611.649 (meters)    2006.72  (feet)  COMP
 QR0351  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 QR0351
 QR0351  VERT ORDER  -  FIRST     CLASS II
 QR0351
 QR0351.The horizontal coordinates were scaled from a topographic map and have
 QR0351.an estimated accuracy of +/- 6 seconds.
 QR0351
 QR0351.The orthometric height was determined by differential leveling
 QR0351.and adjusted by the National Geodetic Survey in June 1991..
 QR0351
 QR0351.The geoid height was determined by GEOID03.
 QR0351
 QR0351.The dynamic height is computed by dividing the NAVD 88
 QR0351.geopotential number by the normal gravity value computed on the
 QR0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0351.degrees latitude (g = 980.6199 gals.).
 QR0351
 QR0351.The modeled gravity was interpolated from observed gravity values.
 QR0351
 QR0351;                    North         East    Units  Estimated Accuracy
 QR0351;SPC ND S     -    34,400.      651,630.      MT  (+/- 180 meters Scaled)
 QR0351
 QR0351                          SUPERSEDED SURVEY CONTROL
 QR0351
 QR0351  NGVD 29 (??/??/92)  611.271  (m)         2005.48   (f) ADJ UNCH    1 2
 QR0351
 QR0351.Superseded values are not recommended for survey control.
 QR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0351.See file dsdata.txt to determine how the superseded data were derived.
 QR0351
 QR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR354915(NAD 83)
 QR0351_MARKER: DB = BENCH MARK DISK
 QR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QR0351_STAMPING: 2005.478 D 9 1927
 QR0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0351+STABILITY: SURFACE MOTION
 QR0351
 QR0351  HISTORY     - Date     Condition        Report By
 QR0351  HISTORY     - 1927     MONUMENTED       CGS
 QR0351  HISTORY     - 1957     GOOD             NGS
 QR0351
 QR0351                          STATION DESCRIPTION
 QR0351
 QR0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0351'AT ZEELAND.
 QR0351'AT ZEELAND, MC INTOSH COUNTY, AT THE WEST EDGE OF TOWN, ABOUT
 QR0351'975 FEET WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 QR0351'RAILROAD FROM THE STATION, ABOUT 300 FEET SOUTHWEST OF THE
 QR0351'WESTERNMOST GRAIN ELEVATOR, 21.5 FEET WEST OF THE SIXTH POLE WEST
 QR0351'OF THE STATION IN LINE WITH THE ROW OF POLES, 41.5 FEET SOUTHWEST
 QR0351'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN
 QR0351'THE TRACK.  A STANDARD DISK, STAMPED 2005.478 D 9 1927 AND SET
 QR0351'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 QR0351'GROUND.
 QR0351
 QR0351                          STATION RECOVERY (1957)
 QR0351
 QR0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QR0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0643 ***********************************************************************
 SN0643  DESIGNATION -  D 9 B 1
 SN0643  PID         -  SN0643
 SN0643  STATE/COUNTY-  ND/MCLEAN
 SN0643  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0643
 SN0643                         *CURRENT SURVEY CONTROL
 SN0643  ___________________________________________________________________
 SN0643* NAD 83(1986)-  47 47 44.     (N)    101 25 16.     (W)     SCALED    
 SN0643* NAVD 88     -       618.016  (meters)    2027.61   (feet)  ADJUSTED  
 SN0643  ___________________________________________________________________
 SN0643  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SN0643  DYNAMIC HT  -         618.081 (meters)    2027.82  (feet)  COMP
 SN0643  MODELED GRAV-     980,696.4   (mgal)                       NAVD 88
 SN0643
 SN0643  VERT ORDER  -  SECOND    CLASS 0
 SN0643
 SN0643.The horizontal coordinates were scaled from a topographic map and have
 SN0643.an estimated accuracy of +/- 6 seconds.
 SN0643
 SN0643.The orthometric height was determined by differential leveling
 SN0643.and adjusted by the National Geodetic Survey in June 1991..
 SN0643
 SN0643.The geoid height was determined by GEOID03.
 SN0643
 SN0643.The dynamic height is computed by dividing the NAVD 88
 SN0643.geopotential number by the normal gravity value computed on the
 SN0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0643.degrees latitude (g = 980.6199 gals.).
 SN0643
 SN0643.The modeled gravity was interpolated from observed gravity values.
 SN0643
 SN0643;                    North         East    Units  Estimated Accuracy
 SN0643;SPC ND N     -    88,860.      531,000.      MT  (+/- 180 meters Scaled)
 SN0643
 SN0643                          SUPERSEDED SURVEY CONTROL
 SN0643
 SN0643  NGVD 29 (??/??/92)  617.61   (m)         2026.3    (f) COMPUTED    2 0
 SN0643
 SN0643.Superseded values are not recommended for survey control.
 SN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0643.See file dsdata.txt to determine how the superseded data were derived.
 SN0643
 SN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT186964(NAD 83)
 SN0643_MARKER: Z = SEE DESCRIPTION
 SN0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0643_SP_SET: CONCRETE PEDESTAL
 SN0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0643
 SN0643  HISTORY     - Date     Condition        Report By
 SN0643  HISTORY     - UNK      MONUMENTED       DOD
 SN0643  HISTORY     - 1962     GOOD             NGS
 SN0643
 SN0643                          STATION DESCRIPTION
 SN0643
 SN0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0643'7.7 MI SW FROM MAX.
 SN0643'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0643'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 1.6 MILES SOUTH ALONG
 SN0643'COUNTY ROAD 15, IN THE EDGE OF FIELD, AT ABOUT THE LOWEST POINT IN THE
 SN0643'VICINITY, 76 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 10 FEET
 SN0643'BELOW THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN0643'TRIBRACH.  A USAF MONOLITH AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0644 ***********************************************************************
 SN0644  DESIGNATION -  D 9 B 2
 SN0644  PID         -  SN0644
 SN0644  STATE/COUNTY-  ND/MCLEAN
 SN0644  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0644
 SN0644                         *CURRENT SURVEY CONTROL
 SN0644  ___________________________________________________________________
 SN0644* NAD 83(1986)-  47 47 35.     (N)    101 24 57.     (W)     SCALED    
 SN0644* NAVD 88     -       631.338  (meters)    2071.31   (feet)  ADJUSTED  
 SN0644  ___________________________________________________________________
 SN0644  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SN0644  DYNAMIC HT  -         631.404 (meters)    2071.53  (feet)  COMP
 SN0644  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 SN0644
 SN0644  VERT ORDER  -  SECOND    CLASS 0
 SN0644
 SN0644.The horizontal coordinates were scaled from a topographic map and have
 SN0644.an estimated accuracy of +/- 6 seconds.
 SN0644
 SN0644.The orthometric height was determined by differential leveling
 SN0644.and adjusted by the National Geodetic Survey in June 1991..
 SN0644
 SN0644.The geoid height was determined by GEOID03.
 SN0644
 SN0644.The dynamic height is computed by dividing the NAVD 88
 SN0644.geopotential number by the normal gravity value computed on the
 SN0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0644.degrees latitude (g = 980.6199 gals.).
 SN0644
 SN0644.The modeled gravity was interpolated from observed gravity values.
 SN0644
 SN0644;                    North         East    Units  Estimated Accuracy
 SN0644;SPC ND N     -    88,580.      531,390.      MT  (+/- 180 meters Scaled)
 SN0644
 SN0644                          SUPERSEDED SURVEY CONTROL
 SN0644
 SN0644  NGVD 29 (??/??/92)  630.93   (m)         2070.0    (f) COMPUTED    2 0
 SN0644
 SN0644.Superseded values are not recommended for survey control.
 SN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0644.See file dsdata.txt to determine how the superseded data were derived.
 SN0644
 SN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT190961(NAD 83)
 SN0644_MARKER: Z = SEE DESCRIPTION
 SN0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0644_SP_SET: CONCRETE PEDESTAL
 SN0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0644
 SN0644  HISTORY     - Date     Condition        Report By
 SN0644  HISTORY     - UNK      MONUMENTED       DOD
 SN0644  HISTORY     - 1962     GOOD             NGS
 SN0644
 SN0644                          STATION DESCRIPTION
 SN0644
 SN0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0644'7.9 MI SW FROM MAX.
 SN0644'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0644'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 1.6 MILES SOUTH ALONG
 SN0644'COUNTY ROAD 15, ABOUT 0.2 MILE OR 383 YARDS EAST OF THE CENTERLINE OF
 SN0644'THE ROAD, ON THE TOP OF A LONG HIGH RIDGE IN A FIELD, 4 FEET SOUTH OF
 SN0644'A FENCE, ABOUT LEVEL WITH THE TOP OF THE RIDGE, A 1 1/2 X 4 FOOT
 SN0644'CONCRETE PEDESTAL WITH TRIBRACH.  A USAF MONOLITH AZIMUTH.  NOTE--
 SN0644'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0641 ***********************************************************************
 SN0641  DESIGNATION -  D 9 Z
 SN0641  PID         -  SN0641
 SN0641  STATE/COUNTY-  ND/MCLEAN
 SN0641  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0641
 SN0641                         *CURRENT SURVEY CONTROL
 SN0641  ___________________________________________________________________
 SN0641* NAD 83(1986)-  47 48 15.     (N)    101 25 17.     (W)     SCALED    
 SN0641* NAVD 88     -       634.090  (meters)    2080.34   (feet)  ADJUSTED  
 SN0641  ___________________________________________________________________
 SN0641  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 SN0641  DYNAMIC HT  -         634.158 (meters)    2080.57  (feet)  COMP
 SN0641  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 SN0641
 SN0641  VERT ORDER  -  SECOND    CLASS 0
 SN0641
 SN0641.The horizontal coordinates were scaled from a topographic map and have
 SN0641.an estimated accuracy of +/- 6 seconds.
 SN0641
 SN0641.The orthometric height was determined by differential leveling
 SN0641.and adjusted by the National Geodetic Survey in June 1991..
 SN0641
 SN0641.The geoid height was determined by GEOID03.
 SN0641
 SN0641.The dynamic height is computed by dividing the NAVD 88
 SN0641.geopotential number by the normal gravity value computed on the
 SN0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0641.degrees latitude (g = 980.6199 gals.).
 SN0641
 SN0641.The modeled gravity was interpolated from observed gravity values.
 SN0641
 SN0641;                    North         East    Units  Estimated Accuracy
 SN0641;SPC ND N     -    89,820.      530,990.      MT  (+/- 180 meters Scaled)
 SN0641
 SN0641                          SUPERSEDED SURVEY CONTROL
 SN0641
 SN0641  NGVD 29 (??/??/92)  633.68   (m)         2079.0    (f) COMPUTED    2 0
 SN0641
 SN0641.Superseded values are not recommended for survey control.
 SN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0641.See file dsdata.txt to determine how the superseded data were derived.
 SN0641
 SN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT186973(NAD 83)
 SN0641_MARKER: DS = TRIANGULATION STATION DISK
 SN0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0641_STAMPING: D 9 Z 1962
 SN0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0641+STABILITY: SURFACE MOTION
 SN0641
 SN0641  HISTORY     - Date     Condition        Report By
 SN0641  HISTORY     - 1962     MONUMENTED       CGS
 SN0641
 SN0641                          STATION DESCRIPTION
 SN0641
 SN0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0641'7.1 MI SW FROM MAX.
 SN0641'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0641'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 1.0 MILE SOUTH ALONG
 SN0641'COUNTY ROAD 15, ON THE TOP OF A KNOLL AND ACROSS THE ROAD FROM A SMALL
 SN0641'SCHOOL BUILDING, 129 FEET EAST OF THE CENTERLINE OF THE ROAD, 76 FEET
 SN0641'SOUTHEAST OF POWER POLE NO. 7-16-1, 51 FEET EAST OF A FENCE CORNER, 4
 SN0641'FEET SOUTH OF A FENCE, 3.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 SN0641'ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SN0641'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0640 ***********************************************************************
 SN0640  DESIGNATION -  D 9 Z RM 1
 SN0640  PID         -  SN0640
 SN0640  STATE/COUNTY-  ND/MCLEAN
 SN0640  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0640
 SN0640                         *CURRENT SURVEY CONTROL
 SN0640  ___________________________________________________________________
 SN0640* NAD 83(1986)-  47 48 14.     (N)    101 25 18.     (W)     SCALED    
 SN0640* NAVD 88     -       634.057  (meters)    2080.24   (feet)  ADJUSTED  
 SN0640  ___________________________________________________________________
 SN0640  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SN0640  DYNAMIC HT  -         634.124 (meters)    2080.46  (feet)  COMP
 SN0640  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 SN0640
 SN0640  VERT ORDER  -  SECOND    CLASS 0
 SN0640
 SN0640.The horizontal coordinates were scaled from a topographic map and have
 SN0640.an estimated accuracy of +/- 6 seconds.
 SN0640
 SN0640.The orthometric height was determined by differential leveling
 SN0640.and adjusted by the National Geodetic Survey in June 1991..
 SN0640
 SN0640.The geoid height was determined by GEOID03.
 SN0640
 SN0640.The dynamic height is computed by dividing the NAVD 88
 SN0640.geopotential number by the normal gravity value computed on the
 SN0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0640.degrees latitude (g = 980.6199 gals.).
 SN0640
 SN0640.The modeled gravity was interpolated from observed gravity values.
 SN0640
 SN0640;                    North         East    Units  Estimated Accuracy
 SN0640;SPC ND N     -    89,790.      530,970.      MT  (+/- 180 meters Scaled)
 SN0640
 SN0640                          SUPERSEDED SURVEY CONTROL
 SN0640
 SN0640  NGVD 29 (??/??/92)  633.65   (m)         2078.9    (f) COMPUTED    2 0
 SN0640
 SN0640.Superseded values are not recommended for survey control.
 SN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0640.See file dsdata.txt to determine how the superseded data were derived.
 SN0640
 SN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT186973(NAD 83)
 SN0640_MARKER: DR = REFERENCE MARK DISK
 SN0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0640_STAMPING: D 9 Z NO 1 1962
 SN0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0640+STABILITY: SURFACE MOTION
 SN0640
 SN0640  HISTORY     - Date     Condition        Report By
 SN0640  HISTORY     - 1962     MONUMENTED       CGS
 SN0640
 SN0640                          STATION DESCRIPTION
 SN0640
 SN0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0640'7.1 MI SW FROM MAX.
 SN0640'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0640'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 1.0 MILE SOUTH ALONG
 SN0640'COUNTY ROAD 15, ON THE TOP OF A KNOLL AND ACROSS THE ROAD FROM A SMALL
 SN0640'SCHOOL BUILDING, 166 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET
 SN0640'EAST OF THE STATION MARK D 9 Z 1962, 2 FEET SOUTH OF A FENCE, ABOUT 15
 SN0640'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SN0640'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0642 ***********************************************************************
 SN0642  DESIGNATION -  D 9 Z RM 2
 SN0642  PID         -  SN0642
 SN0642  STATE/COUNTY-  ND/MCLEAN
 SN0642  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0642
 SN0642                         *CURRENT SURVEY CONTROL
 SN0642  ___________________________________________________________________
 SN0642* NAD 83(1986)-  47 48 15.     (N)    101 25 21.     (W)     SCALED    
 SN0642* NAVD 88     -       633.464  (meters)    2078.29   (feet)  ADJUSTED  
 SN0642  ___________________________________________________________________
 SN0642  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SN0642  DYNAMIC HT  -         633.531 (meters)    2078.51  (feet)  COMP
 SN0642  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 SN0642
 SN0642  VERT ORDER  -  SECOND    CLASS 0
 SN0642
 SN0642.The horizontal coordinates were scaled from a topographic map and have
 SN0642.an estimated accuracy of +/- 6 seconds.
 SN0642
 SN0642.The orthometric height was determined by differential leveling
 SN0642.and adjusted by the National Geodetic Survey in June 1991..
 SN0642
 SN0642.The geoid height was determined by GEOID03.
 SN0642
 SN0642.The dynamic height is computed by dividing the NAVD 88
 SN0642.geopotential number by the normal gravity value computed on the
 SN0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0642.degrees latitude (g = 980.6199 gals.).
 SN0642
 SN0642.The modeled gravity was interpolated from observed gravity values.
 SN0642
 SN0642;                    North         East    Units  Estimated Accuracy
 SN0642;SPC ND N     -    89,820.      530,900.      MT  (+/- 180 meters Scaled)
 SN0642
 SN0642                          SUPERSEDED SURVEY CONTROL
 SN0642
 SN0642  NGVD 29 (??/??/92)  633.05   (m)         2076.9    (f) COMPUTED    2 0
 SN0642
 SN0642.Superseded values are not recommended for survey control.
 SN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0642.See file dsdata.txt to determine how the superseded data were derived.
 SN0642
 SN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT186973(NAD 83)
 SN0642_MARKER: DR = REFERENCE MARK DISK
 SN0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0642_STAMPING: D 9 Z NO 2 1962
 SN0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0642+STABILITY: SURFACE MOTION
 SN0642
 SN0642  HISTORY     - Date     Condition        Report By
 SN0642  HISTORY     - 1962     MONUMENTED       CGS
 SN0642
 SN0642                          STATION DESCRIPTION
 SN0642
 SN0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0642'7.1 MI SW FROM MAX.
 SN0642'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0642'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 1.0 MILE SOUTH ALONG
 SN0642'COUNTY ROAD 15, ON THE TOP OF A KNOLL AND ACROSS THE ROAD FROM A SMALL
 SN0642'SCHOOL BUILDING, 112 FEET EAST OF THE CENTERLINE OF THE ROAD, 33.2
 SN0642'FEET SOUTHWEST OF THE STATION MARK D 9 Z 1962, 21 FEET EAST OF A
 SN0642'FENCE, 1.5 FEET NORTH OF A FENCE, ABOUT 12 FEET ABOVE THE LEVEL OF THE
 SN0642'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1047 ***********************************************************************
 TG1047  DESIGNATION -  D 90
 TG1047  PID         -  TG1047
 TG1047  STATE/COUNTY-  ND/DIVIDE
 TG1047  USGS QUAD   -  AMBROSE (1948)
 TG1047
 TG1047                         *CURRENT SURVEY CONTROL
 TG1047  ___________________________________________________________________
 TG1047* NAD 83(1986)-  48 57 32.     (N)    103 26 36.     (W)     SCALED    
 TG1047* NAVD 88     -       624.334  (meters)    2048.34   (feet)  ADJUSTED  
 TG1047  ___________________________________________________________________
 TG1047  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1047  DYNAMIC HT  -         624.462 (meters)    2048.76  (feet)  COMP
 TG1047  MODELED GRAV-     980,794.4   (mgal)                       NAVD 88
 TG1047
 TG1047  VERT ORDER  -  SECOND    CLASS 0
 TG1047
 TG1047.The horizontal coordinates were scaled from a topographic map and have
 TG1047.an estimated accuracy of +/- 6 seconds.
 TG1047
 TG1047.The orthometric height was determined by differential leveling
 TG1047.and adjusted by the National Geodetic Survey in June 1991..
 TG1047
 TG1047.The geoid height was determined by GEOID03.
 TG1047
 TG1047.The dynamic height is computed by dividing the NAVD 88
 TG1047.geopotential number by the normal gravity value computed on the
 TG1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1047.degrees latitude (g = 980.6199 gals.).
 TG1047
 TG1047.The modeled gravity was interpolated from observed gravity values.
 TG1047
 TG1047;                    North         East    Units  Estimated Accuracy
 TG1047;SPC ND N     -   221,930.      384,500.      MT  (+/- 180 meters Scaled)
 TG1047
 TG1047                          SUPERSEDED SURVEY CONTROL
 TG1047
 TG1047  NGVD 29 (??/??/92)  623.855  (m)         2046.76   (f) ADJ UNCH    2 0
 TG1047
 TG1047.Superseded values are not recommended for survey control.
 TG1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1047.See file dsdata.txt to determine how the superseded data were derived.
 TG1047
 TG1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ139240(NAD 83)
 TG1047_MARKER: DB = BENCH MARK DISK
 TG1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1047_STAMPING: D-90--1934
 TG1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1047+STABILITY: SURFACE MOTION
 TG1047
 TG1047  HISTORY     - Date     Condition        Report By
 TG1047  HISTORY     - 1934     MONUMENTED       CGS
 TG1047
 TG1047                          STATION DESCRIPTION
 TG1047
 TG1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1047'1.9 MI E FROM AMBROSE.
 TG1047'ABOUT 1.9 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TG1047'MARIE RAILROAD FROM THE STATION AT AMBROSE, DIVIDE COUNTY, ABOUT 0.8
 TG1047'MILE WEST OF MILEPOST 588, 77 FEET NORTH OF THE CENTER LINE OF A
 TG1047'HIGHWAY CROSSING THE TRACK, 40.4 FEET NORTH OF THE NORTH RAIL, 7.4
 TG1047'FEET EAST OF A POLE, AND 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 TG1047'STANDARD DISK, STAMPED D 90 1934 AND SET IN THE TOP OF A CONCRETE POST
 TG1047'PROJECTING ABOUT 4 INCHES ABOVE GROUND. NOTE-- THE MSP AND SSM RR IS
 TG1047'NOW THE SOO LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1061 ***********************************************************************
 TG1061  DESIGNATION -  D 91 RESET
 TG1061  PID         -  TG1061
 TG1061  STATE/COUNTY-  ND/DIVIDE
 TG1061  USGS QUAD   -  ALAMO NE (1948)
 TG1061
 TG1061                         *CURRENT SURVEY CONTROL
 TG1061  ___________________________________________________________________
 TG1061* NAD 83(1986)-  48 44 04.     (N)    103 18 42.     (W)     SCALED    
 TG1061* NAVD 88     -       659.34   (+/-2cm)    2163.2    (feet)  VERTCON   
 TG1061  ___________________________________________________________________
 TG1061  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG1061
 TG1061  VERT ORDER  -  THIRD (See Below)
 TG1061
 TG1061.The horizontal coordinates were scaled from a topographic map and have
 TG1061.an estimated accuracy of +/- 6 seconds.
 TG1061
 TG1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1061.The vertical order pertains to the NGVD 29 superseded value.
 TG1061
 TG1061.The geoid height was determined by GEOID03.
 TG1061
 TG1061;                    North         East    Units  Estimated Accuracy
 TG1061;SPC ND N     -   196,620.      393,220.      MT  (+/- 180 meters Scaled)
 TG1061
 TG1061                          SUPERSEDED SURVEY CONTROL
 TG1061
 TG1061  NGVD 29 (11/04/04)  658.86   (m)         2161.6    (f) RESET       3  
 TG1061
 TG1061.Superseded values are not recommended for survey control.
 TG1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1061.See file dsdata.txt to determine how the superseded data were derived.
 TG1061
 TG1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP241993(NAD 83)
 TG1061_MARKER: DB = BENCH MARK DISK
 TG1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1061_STAMPING: D 91 RESET 1952
 TG1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1061+STABILITY: SURFACE MOTION
 TG1061
 TG1061  HISTORY     - Date     Condition        Report By
 TG1061  HISTORY     - 1952     MONUMENTED       NDHD
 TG1061
 TG1061                          STATION DESCRIPTION
 TG1061
 TG1061'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG1061'13.3 MI S FROM CROSBY.
 TG1061'13.3 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COUNTY COURTHOUSE AT
 TG1061'CROSBY, DIVIDE COUNTY, ABOUT 1 MILE NORTH OF A RIGHT-ANGLE TURN IN THE
 TG1061'HIGHWAY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 97 FEET EAST OF
 TG1061'THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTH OF A WHITE WOODEN
 TG1061'RIGHT-OF-WAY POST, 9 FEET NORTHWEST OF A POLE, AND IN LINE WITH A
 TG1061'FENCE LEADING EAST.  A STANDARD DISK, STAMPED D 91 RESET 1952 AND SET
 TG1061'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0414 ***********************************************************************
 SO0414  DESIGNATION -  D 92
 SO0414  PID         -  SO0414
 SO0414  STATE/COUNTY-  ND/MCKENZIE
 SO0414  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0414
 SO0414                         *CURRENT SURVEY CONTROL
 SO0414  ___________________________________________________________________
 SO0414* NAD 83(1986)-  47 40 53.     (N)    102 50 05.     (W)     SCALED    
 SO0414* NAVD 88     -       747.152  (meters)    2451.28   (feet)  ADJUSTED  
 SO0414  ___________________________________________________________________
 SO0414  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0414  DYNAMIC HT  -         747.215 (meters)    2451.49  (feet)  COMP
 SO0414  MODELED GRAV-     980,671.8   (mgal)                       NAVD 88
 SO0414
 SO0414  VERT ORDER  -  SECOND    CLASS 0
 SO0414
 SO0414.The horizontal coordinates were scaled from a topographic map and have
 SO0414.an estimated accuracy of +/- 6 seconds.
 SO0414
 SO0414.The orthometric height was determined by differential leveling
 SO0414.and adjusted by the National Geodetic Survey in June 1991..
 SO0414
 SO0414.The geoid height was determined by GEOID03.
 SO0414
 SO0414.The dynamic height is computed by dividing the NAVD 88
 SO0414.geopotential number by the normal gravity value computed on the
 SO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0414.degrees latitude (g = 980.6199 gals.).
 SO0414
 SO0414.The modeled gravity was interpolated from observed gravity values.
 SO0414
 SO0414;                    North         East    Units  Estimated Accuracy
 SO0414;SPC ND N     -    78,410.      424,730.      MT  (+/- 180 meters Scaled)
 SO0414
 SO0414                          SUPERSEDED SURVEY CONTROL
 SO0414
 SO0414  NGVD 29 (??/??/92)  746.652  (m)         2449.64   (f) ADJ UNCH    2 0
 SO0414
 SO0414.Superseded values are not recommended for survey control.
 SO0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0414.See file dsdata.txt to determine how the superseded data were derived.
 SO0414
 SO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN625831(NAD 83)
 SO0414_MARKER: DB = BENCH MARK DISK
 SO0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0414_STAMPING: D-92 1934
 SO0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0414+STABILITY: SURFACE MOTION
 SO0414
 SO0414  HISTORY     - Date     Condition        Report By
 SO0414  HISTORY     - 1934     MONUMENTED       CGS
 SO0414  HISTORY     - 1940     GOOD             NGS
 SO0414
 SO0414                          STATION DESCRIPTION
 SO0414
 SO0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0414'8 MI S FROM CROFF.
 SO0414'ABOUT 8 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 SO0414'CROFF, MCKENZIE COUNTY, AT A CATTLE GUARD AND WIRE GATE, 38 FEET WEST
 SO0414'OF THE CENTER LINE OF THE HIGHWAY, AT A FENCE CORNER, 2 FEET EAST AND
 SO0414'1.5 FEET SOUTH OF THE FENCE AND 1.5 FEET EAST OF A WHITE WOODEN POST
 SO0414'STENCILED U.S.B.M.  A STANDARD DISK STAMPED D-92 1934 AND SET IN THE
 SO0414'TOP OF A CONCRETE POST 0.6 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0858 ***********************************************************************
 SO0858  DESIGNATION -  D 94 RESET
 SO0858  PID         -  SO0858
 SO0858  STATE/COUNTY-  ND/MCKENZIE
 SO0858  USGS QUAD   -  SQUAW GAP (1974)
 SO0858
 SO0858                         *CURRENT SURVEY CONTROL
 SO0858  ___________________________________________________________________
 SO0858* NAD 83(1986)-  47 25 22.     (N)    103 58 10.     (W)     SCALED    
 SO0858* NAVD 88     -       724.97   (meters)    2378.5    (feet)  RESET     
 SO0858  ___________________________________________________________________
 SO0858  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 SO0858
 SO0858  VERT ORDER  -  THIRD
 SO0858
 SO0858.The horizontal coordinates were scaled from a topographic map and have
 SO0858.an estimated accuracy of +/- 6 seconds.
 SO0858
 SO0858.The orthometric height was computed from unverified reset data.
 SO0858.No vertical observational check was made to the station.
 SO0858
 SO0858.The geoid height was determined by GEOID03.
 SO0858
 SO0858;                    North         East    Units  Estimated Accuracy
 SO0858;SPC ND N     -    52,900.      338,310.      MT  (+/- 180 meters Scaled)
 SO0858
 SO0858                          SUPERSEDED SURVEY CONTROL
 SO0858
 SO0858  NGVD 29 (11/04/04)  724.39   (m)         2376.6    (f) RESET       3  
 SO0858
 SO0858.Superseded values are not recommended for survey control.
 SO0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0858.See file dsdata.txt to determine how the superseded data were derived.
 SO0858
 SO0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN777526(NAD 83)
 SO0858_MARKER: DV = VERTICAL CONTROL DISK
 SO0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0858_SP_SET: CONCRETE POST
 SO0858_STAMPING: D 94 RESET 1983
 SO0858_MARK LOGO: NGS   
 SO0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0858+STABILITY: SURFACE MOTION
 SO0858
 SO0858  HISTORY     - Date     Condition        Report By
 SO0858  HISTORY     - 1983     MONUMENTED       NDHD
 SO0858
 SO0858                          STATION DESCRIPTION
 SO0858
 SO0858'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1983
 SO0858'FROM THE JUNCTION OF NORTH DAKOTA HIGHWAYS 68 AND 16 SOUTHWEST OF
 SO0858'ALEXANDER, SOUTHERLY ON HIGHWAY 16, 21.98 MILES, (35.37 KM) 342 FEET
 SO0858'(104.2 M) SOUTH OF A 72 INCH PIPE AND APPROXIMATELY 147 FEET
 SO0858'(44.8 M) EAST OF THE HIGHWAY CENTERLINE, 118 FEET (36.0 M)
 SO0858'SOUTH-SOUTHEAST OF A CORNER FENCE POST, MARK SET FLUSH WITH THE
 SO0858'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0299 ***********************************************************************
 SO0299  DESIGNATION -  D 95
 SO0299  PID         -  SO0299
 SO0299  STATE/COUNTY-  ND/DUNN
 SO0299  USGS QUAD   -  HALLIDAY (1973)
 SO0299
 SO0299                         *CURRENT SURVEY CONTROL
 SO0299  ___________________________________________________________________
 SO0299* NAD 83(1986)-  47 17 58.     (N)    102 20 06.     (W)     SCALED    
 SO0299* NAVD 88     -       662.464  (meters)    2173.43   (feet)  ADJUSTED  
 SO0299  ___________________________________________________________________
 SO0299  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 SO0299  DYNAMIC HT  -         662.504 (meters)    2173.57  (feet)  COMP
 SO0299  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 SO0299
 SO0299  VERT ORDER  -  SECOND    CLASS 0
 SO0299
 SO0299.The horizontal coordinates were scaled from a topographic map and have
 SO0299.an estimated accuracy of +/- 6 seconds.
 SO0299
 SO0299.The orthometric height was determined by differential leveling
 SO0299.and adjusted by the National Geodetic Survey in June 1991..
 SO0299
 SO0299.The geoid height was determined by GEOID03.
 SO0299
 SO0299.The dynamic height is computed by dividing the NAVD 88
 SO0299.geopotential number by the normal gravity value computed on the
 SO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0299.degrees latitude (g = 980.6199 gals.).
 SO0299
 SO0299.The modeled gravity was interpolated from observed gravity values.
 SO0299
 SO0299;                    North         East    Units  Estimated Accuracy
 SO0299;SPC ND S     -   183,120.      461,240.      MT  (+/- 180 meters Scaled)
 SO0299
 SO0299                          SUPERSEDED SURVEY CONTROL
 SO0299
 SO0299  NGVD 29 (??/??/92)  662.011  (m)         2171.95   (f) ADJ UNCH    2 0
 SO0299
 SO0299.Superseded values are not recommended for survey control.
 SO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0299.See file dsdata.txt to determine how the superseded data were derived.
 SO0299
 SO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN014418(NAD 83)
 SO0299_MARKER: DB = BENCH MARK DISK
 SO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0299_STAMPING: D 95 1934
 SO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0299+STABILITY: SURFACE MOTION
 SO0299
 SO0299  HISTORY     - Date     Condition        Report By
 SO0299  HISTORY     - 1934     MONUMENTED       CGS
 SO0299  HISTORY     - 1958     GOOD             NGS
 SO0299  HISTORY     - 1961     GOOD             NGS
 SO0299
 SO0299                          STATION DESCRIPTION
 SO0299
 SO0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0299'4.0 MI S FROM HALLIDAY.
 SO0299'ABOUT 0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0299'STATION AT HALLIDAY, THENCE ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY
 SO0299'8, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAYS 8 AND 7, THENCE
 SO0299'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 8, 38 FEET EAST OF THE CENTER
 SO0299'LINE OF THE HIGHWAY, 26 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET WEST
 SO0299'OF A FENCE, 1 FOOT SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 SO0299'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SO0299'NOTE-- MARK IS 1 FOOT SOUTH OF A CONCRETE POST WITH THE LETTERS USBM.
 SO0299
 SO0299                          STATION RECOVERY (1961)
 SO0299
 SO0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SO0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0300 ***********************************************************************
 SO0300  DESIGNATION -  D 95 RESET
 SO0300  PID         -  SO0300
 SO0300  STATE/COUNTY-  ND/DUNN
 SO0300  USGS QUAD   -  HALLIDAY (1973)
 SO0300
 SO0300                         *CURRENT SURVEY CONTROL
 SO0300  ___________________________________________________________________
 SO0300* NAD 83(1986)-  47 17 58.     (N)    102 20 06.     (W)     SCALED    
 SO0300* NAVD 88     -       660.47   (+/-2cm)    2166.9    (feet)  VERTCON   
 SO0300  ___________________________________________________________________
 SO0300  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 SO0300
 SO0300  VERT ORDER  -  THIRD (See Below)
 SO0300
 SO0300.The horizontal coordinates were scaled from a topographic map and have
 SO0300.an estimated accuracy of +/- 6 seconds.
 SO0300
 SO0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0300.The vertical order pertains to the NGVD 29 superseded value.
 SO0300
 SO0300.The geoid height was determined by GEOID03.
 SO0300
 SO0300;                    North         East    Units  Estimated Accuracy
 SO0300;SPC ND S     -   183,120.      461,240.      MT  (+/- 180 meters Scaled)
 SO0300
 SO0300                          SUPERSEDED SURVEY CONTROL
 SO0300
 SO0300  NGVD 29 (??/??/??)  660.01   (m)         2165.4    (f) RESET       3  
 SO0300
 SO0300.Superseded values are not recommended for survey control.
 SO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0300.See file dsdata.txt to determine how the superseded data were derived.
 SO0300
 SO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN014418(NAD 83)
 SO0300_MARKER: DB = BENCH MARK DISK
 SO0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0300_STAMPING: D 95 RESET 1964
 SO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0300+STABILITY: SURFACE MOTION
 SO0300
 SO0300  HISTORY     - Date     Condition        Report By
 SO0300  HISTORY     - 1964     MONUMENTED       CGS
 SO0300
 SO0300                          STATION DESCRIPTION
 SO0300
 SO0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0300'3.9 MI S FROM HALLIDAY.
 SO0300'3.9 MILES SOUTH ALONG STATE HIGHWAY 8 FROM HALLIDAY, DUNN COUNTY, FROM
 SO0300'THE NORTHERN PACIFIC RAILWAY STATION, IN THE NORTHEAST ANGLE OF A DIM
 SO0300'SECTION-LINE ROAD CROSSING, 100 FEET EAST OF THE CENTERLINE OF THE
 SO0300'HIGHWAY, ABOUT 85 FEET NORTH OF THE CENTERLINE OF TRACK ROAD, AT A JOG
 SO0300'IN THE RIGHT-A-WAY FENCE, 2 1/2 FEET NORTHWEST OF A CORNER POST AND 2
 SO0300'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 SO0300'POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0029 ***********************************************************************
 RS0029  DESIGNATION -  D 96
 RS0029  PID         -  RS0029
 RS0029  STATE/COUNTY-  ND/HETTINGER
 RS0029  USGS QUAD   -  WHITE BUTTE EAST (1960)
 RS0029
 RS0029                         *CURRENT SURVEY CONTROL
 RS0029  ___________________________________________________________________
 RS0029* NAD 83(1986)-  46 36 10.     (N)    102 19 07.     (W)     SCALED    
 RS0029* NAVD 88     -       741.369  (meters)    2432.31   (feet)  ADJUSTED  
 RS0029  ___________________________________________________________________
 RS0029  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 RS0029  DYNAMIC HT  -         741.336 (meters)    2432.20  (feet)  COMP
 RS0029  MODELED GRAV-     980,546.0   (mgal)                       NAVD 88
 RS0029
 RS0029  VERT ORDER  -  SECOND    CLASS 0
 RS0029
 RS0029.The horizontal coordinates were scaled from a topographic map and have
 RS0029.an estimated accuracy of +/- 6 seconds.
 RS0029
 RS0029.The orthometric height was determined by differential leveling
 RS0029.and adjusted by the National Geodetic Survey in June 1991..
 RS0029
 RS0029.The geoid height was determined by GEOID03.
 RS0029
 RS0029.The dynamic height is computed by dividing the NAVD 88
 RS0029.geopotential number by the normal gravity value computed on the
 RS0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0029.degrees latitude (g = 980.6199 gals.).
 RS0029
 RS0029.The modeled gravity was interpolated from observed gravity values.
 RS0029
 RS0029;                    North         East    Units  Estimated Accuracy
 RS0029;SPC ND S     -   105,670.      460,680.      MT  (+/- 180 meters Scaled)
 RS0029
 RS0029                          SUPERSEDED SURVEY CONTROL
 RS0029
 RS0029  NGVD 29 (??/??/92)  740.836  (m)         2430.56   (f) ADJ UNCH    2 0
 RS0029
 RS0029.Superseded values are not recommended for survey control.
 RS0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0029.See file dsdata.txt to determine how the superseded data were derived.
 RS0029
 RS0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM053645(NAD 83)
 RS0029_MARKER: DB = BENCH MARK DISK
 RS0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0029_STAMPING: D-96 -- 1934
 RS0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0029+STABILITY: SURFACE MOTION
 RS0029
 RS0029  HISTORY     - Date     Condition        Report By
 RS0029  HISTORY     - 1934     MONUMENTED       CGS
 RS0029  HISTORY     - 1961     MARK NOT FOUND   NGS
 RS0029
 RS0029                          STATION DESCRIPTION
 RS0029
 RS0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0029'16.4 MI N FROM MOTT.
 RS0029'16.4 MILES NORTH OF THE POST OFFICE AT MOTT. IN THE SOUTHEAST CORNER
 RS0029'OF SCHOOL PROPERTY. 177 FEET SOUTH OF CENTERLINE OF GRADED COUNTY ROAD
 RS0029'CROSSING STATE HIGHWAY NO. 8. 112 FEET SOUTH OF SOUTHEAST CORNER OF
 RS0029'SCHOOL BUILDING. 46 FEET WEST OF CENTERLINE OF HIGHWAY. 3 FEET
 RS0029'NORTHWEST OF SOUTHEAST CORNER POST OF SCHOOL PROPERTY.  STANDARD
 RS0029'TABLET SET IN TOP OF A CONCRETE POST 3 INCHES HIGH.
 RS0029
 RS0029                          STATION RECOVERY (1961)
 RS0029
 RS0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RS0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0238 ***********************************************************************
 RS0238  CBN         -  This is a Cooperative Base Network Control Station.
 RS0238  DESIGNATION -  D 98
 RS0238  PID         -  RS0238
 RS0238  STATE/COUNTY-  ND/SLOPE
 RS0238  USGS QUAD   -  SPRING CREEK (1980)
 RS0238
 RS0238                         *CURRENT SURVEY CONTROL
 RS0238  ___________________________________________________________________
 RS0238* NAD 83(1996)-  46 35 38.74666(N)    103 41 48.74641(W)     ADJUSTED  
 RS0238* NAVD 88     -       847.580  (meters)    2780.77   (feet)  ADJUSTED  
 RS0238  ___________________________________________________________________
 RS0238  X           -  -1,039,759.227 (meters)                     COMP
 RS0238  Y           -  -4,266,275.326 (meters)                     COMP
 RS0238  Z           -   4,611,478.374 (meters)                     COMP
 RS0238  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 RS0238  ELLIP HEIGHT-         831.47  (meters)          (04/07/03) GPS OBS
 RS0238  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 RS0238  DYNAMIC HT  -         847.538 (meters)    2780.63  (feet)  COMP
 RS0238  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 RS0238
 RS0238  HORZ ORDER  -  A
 RS0238  VERT ORDER  -  SECOND    CLASS 0
 RS0238  ELLP ORDER  -  THIRD     CLASS II
 RS0238
 RS0238.The horizontal coordinates were established by GPS observations
 RS0238.and adjusted by the National Geodetic Survey in April 2003..
 RS0238
 RS0238.The orthometric height was determined by differential leveling
 RS0238.and adjusted by the National Geodetic Survey in June 1991..
 RS0238.WARNING-GPS observations at this control monument resulted in a GPS
 RS0238.derived orthometric height which differed from the leveled height by
 RS0238.more than one decimeter (0.1 meter).
 RS0238
 RS0238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0238
 RS0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0238
 RS0238.The ellipsoidal height was determined by GPS observations
 RS0238.and is referenced to NAD 83.
 RS0238
 RS0238.The geoid height was determined by GEOID03.
 RS0238
 RS0238.The dynamic height is computed by dividing the NAVD 88
 RS0238.geopotential number by the normal gravity value computed on the
 RS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0238.degrees latitude (g = 980.6199 gals.).
 RS0238
 RS0238.The modeled gravity was interpolated from observed gravity values.
 RS0238
 RS0238;                    North         East     Units Scale Factor Converg.
 RS0238;SPC ND S     -   108,073.508   355,104.514   MT  0.99994462   -2 19 54.3
 RS0238;SPC ND S     -   354,571.88  1,165,041.06   iFT  0.99994462   -2 19 54.3
 RS0238;UTM  13      - 5,160,883.852   599,818.221   MT  0.99972247   +0 56 48.5
 RS0238
 RS0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0238!SPC ND S     -   0.99986968  x   0.99994462  =   0.99981431
 RS0238!UTM  13      -   0.99986968  x   0.99972247  =   0.99959218
 RS0238
 RS0238                          SUPERSEDED SURVEY CONTROL
 RS0238
 RS0238  NGVD 29 (??/??/92)  847.041  (m)         2779.00   (f) ADJ UNCH    2 0
 RS0238
 RS0238.Superseded values are not recommended for survey control.
 RS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0238.See file dsdata.txt to determine how the superseded data were derived.
 RS0238
 RS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM9981860884(NAD 83)
 RS0238_MARKER: DB = BENCH MARK DISK
 RS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0238_STAMPING: D 98 1934
 RS0238_MARK LOGO: CGS   
 RS0238_PROJECTION: PROJECTING 15 CENTIMETERS
 RS0238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0238+STABILITY: SURFACE MOTION
 RS0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0238+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2002
 RS0238
 RS0238  HISTORY     - Date     Condition        Report By
 RS0238  HISTORY     - 1934     MONUMENTED       CGS
 RS0238  HISTORY     - 1974     GOOD             USGS
 RS0238  HISTORY     - 20020621 GOOD             USDA
 RS0238
 RS0238                          STATION DESCRIPTION
 RS0238
 RS0238'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0238'35.0 MI NE FROM MARMARTH.
 RS0238'ABOUT 35.3 MI NE ALONG RIVER RD TO MEDORA FROM MARMARTH 0.8 MI E ALONG
 RS0238'U.S. HWY NO 12, THENCE 34.2 MI N AND E ALONG COUNTY RDS FROM TO SEC
 RS0238'14, T 136 N, R 104 W.  0.3 MI S OF ABANDONED SCHOOL AT NE COR OF THE
 RS0238'SEC, 22 FT W OF A TRACK RD AND 15 FT S OF A CROPLINE W.  SET IN THE
 RS0238'TOP OF A CONC POST PROJECTING 0.5 FT, A STD DISK STAMPED D 98 1934.
 RS0238
 RS0238                          STATION RECOVERY (2002)
 RS0238
 RS0238'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2002 (CSM)
 RS0238'THE STATION IS LOCATED ABOUT 24.4 MILES SOUTH-SOUTHWEST OF MEDORA,
 RS0238'22.9 MILES
 RS0238'NORTHEAST OF MARMARTH, 19.8 MILES WEST-NORTHWEST OF AMIDON AND ON USDA
 RS0238'FOREST
 RS0238'SERVICE PROPERTY.
 RS0238' 
 RS0238'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 85 AND
 RS0238'MAIN STREET IN
 RS0238'AMIDON, GO WEST FOR 1.7 MILES TO THE JUNCTION OF COUNTY ROAD 33 WHERE
 RS0238'HIGHWAY 85
 RS0238'CURVES SOUTH AND ROAD 33 GOES WEST.  CONTINUE WEST ON ROAD 33 FOR 14.6
 RS0238'MILES TO THE
 RS0238'INTERSECTION OF FH 4.  TURN RIGHT AND GO NORTH ON FH 4 FOR 3.0 MILES
 RS0238'TO THE INTERSECTION
 RS0238'OF ROAD 774.  TURN LEFT AND GO WEST ON ROAD 774 FOR 0.96 MILE TO THE
 RS0238'INTERSECTION OF ROAD
 RS0238'756.  TURN RIGHT AND GO NORTH ON ROAD 756 FOR 3.6 MILES TO WHERE THE
 RS0238'ROAD BECOMES A
 RS0238'TRACK ROAD.  CONTINUE AHEAD FOR 2.5 MILES TO THE STATION ON THE LEFT.
 RS0238' 
 RS0238'THE STATION IS 68 FEET WEST OF A NORTH-SOUTH BARBED-WIRE FENCE AND
 RS0238'25.2 FEET WEST OF
 RS0238'THE CENTER OF THE TRACK ROAD.  IT IS ALSO ABOUT 0.28 MILES SOUTH OF AN
 RS0238'OLD SCHOOL HOUSE
 RS0238'AND ABOUT 180 FEET SOUTH OF THE APPROXIMATE N1/16 OF SECTION 14 AND
 RS0238'SECTION 13 T136N
 RS0238'R104W.
 RS0238'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0079 ***********************************************************************
 RS0079  DESIGNATION -  D 99
 RS0079  PID         -  RS0079
 RS0079  STATE/COUNTY-  ND/HETTINGER
 RS0079  USGS QUAD   -  HAVELOCK (1973)
 RS0079
 RS0079                         *CURRENT SURVEY CONTROL
 RS0079  ___________________________________________________________________
 RS0079* NAD 83(1986)-  46 26 22.     (N)    102 38 03.     (W)     SCALED    
 RS0079* NAVD 88     -       761.141  (meters)    2497.18   (feet)  ADJUSTED  
 RS0079  ___________________________________________________________________
 RS0079  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 RS0079  DYNAMIC HT  -         761.100 (meters)    2497.04  (feet)  COMP
 RS0079  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 RS0079
 RS0079  VERT ORDER  -  SECOND    CLASS 0
 RS0079
 RS0079.The horizontal coordinates were scaled from a topographic map and have
 RS0079.an estimated accuracy of +/- 6 seconds.
 RS0079
 RS0079.The orthometric height was determined by differential leveling
 RS0079.and adjusted by the National Geodetic Survey in June 1991..
 RS0079
 RS0079.The geoid height was determined by GEOID03.
 RS0079
 RS0079.The dynamic height is computed by dividing the NAVD 88
 RS0079.geopotential number by the normal gravity value computed on the
 RS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0079.degrees latitude (g = 980.6199 gals.).
 RS0079
 RS0079.The modeled gravity was interpolated from observed gravity values.
 RS0079
 RS0079;                    North         East    Units  Estimated Accuracy
 RS0079;SPC ND S     -    88,130.      436,020.      MT  (+/- 180 meters Scaled)
 RS0079
 RS0079                          SUPERSEDED SURVEY CONTROL
 RS0079
 RS0079  NGVD 29 (??/??/92)  760.622  (m)         2495.47   (f) ADJ UNCH    2 0
 RS0079
 RS0079.Superseded values are not recommended for survey control.
 RS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0079.See file dsdata.txt to determine how the superseded data were derived.
 RS0079
 RS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM817455(NAD 83)
 RS0079_MARKER: DB = BENCH MARK DISK
 RS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0079_STAMPING: D 99 1934
 RS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0079+STABILITY: SURFACE MOTION
 RS0079
 RS0079  HISTORY     - Date     Condition        Report By
 RS0079  HISTORY     - 1934     MONUMENTED       CGS
 RS0079  HISTORY     - 1965     GOOD             NGS
 RS0079  HISTORY     - 1972     GOOD             LOCSUR
 RS0079
 RS0079                          STATION DESCRIPTION
 RS0079
 RS0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RS0079'4.3 MI NW FROM REGENT.
 RS0079'4.3 MILES NORTHWEST OF REGENT, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 RS0079'AND PACIFIC RAILROAD NEAR THE N. SIXTEENTH CORNER BETWEEN SECTIONS 8
 RS0079'AND 9, T. 134 N., R. 95 W.  23 FEET N. 79 FEET E. AND 0.5 FEET LOWER
 RS0079'THAN A COUNTY ROAD CROSSING.  1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 RS0079'FENCE.  IN A CONCRETE POST FLUSH WITH THE GROUND, A STANDARD DISK
 RS0079'STAMPED D 99 1934.
 RS0079
 RS0079                          STATION RECOVERY (1972)
 RS0079
 RS0079'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0654 ***********************************************************************
 RQ0654  DESIGNATION -  D TESKES HOUSE CHIMNEY
 RQ0654  PID         -  RQ0654
 RQ0654  STATE/COUNTY-  ND/DICKEY
 RQ0654  USGS QUAD   -  LA MOURE SW (1982)
 RQ0654
 RQ0654                         *CURRENT SURVEY CONTROL
 RQ0654  ___________________________________________________________________
 RQ0654* NAD 83(1996)-  46 15 23.66085(N)    098 29 43.94982(W)     ADJUSTED  
 RQ0654* NAVD 88     -                                                        
 RQ0654  ___________________________________________________________________
 RQ0654  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 RQ0654  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 RQ0654
 RQ0654  HORZ ORDER  -  THIRD
 RQ0654
 RQ0654.The horizontal coordinates were established by classical geodetic methods
 RQ0654.and adjusted by the National Geodetic Survey in January 1998..
 RQ0654
 RQ0654
 RQ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0654
 RQ0654.The geoid height was determined by GEOID03.
 RQ0654
 RQ0654;                    North         East     Units Scale Factor Converg.
 RQ0654;SPC ND S     -    67,543.717   754,533.838   MT  0.99998641   +1 27 43.3
 RQ0654;SPC ND S     -   221,600.12  2,475,504.72   iFT  0.99998641   +1 27 43.3
 RQ0654;UTM  14      - 5,122,678.750   538,880.419   MT  0.99961858   +0 21 52.0
 RQ0654
 RQ0654                          SUPERSEDED SURVEY CONTROL
 RQ0654
 RQ0654  NAD 83(1986)-  46 15 23.66747(N)    098 29 43.94225(W) AD(       ) 4
 RQ0654  NAD 27      -  46 15 23.78200(N)    098 29 42.59200(W) AD(       ) 3
 RQ0654
 RQ0654.Superseded values are not recommended for survey control.
 RQ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0654.See file dsdata.txt to determine how the superseded data were derived.
 RQ0654
 RQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3888022679(NAD 83)
 RQ0654_MARKER: 85 = CHIMNEY
 RQ0654
 RQ0654  HISTORY     - Date     Condition        Report By
 RQ0654  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0654
 RQ0654                          STATION DESCRIPTION
 RQ0654
 RQ0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0654'THE STATION IS THE BRICK CHIMNEY THAT IS ATOP THE CENTER OF
 RQ0654'A LARGE, WHITE WOODEN HOUSE LOCATED ABOUT 13 MILES SOUTHEAST
 RQ0654'OF EDGELEY AND 8 MILES NORTHEAST OF MONANGO.  THE HOUSE IS
 RQ0654'APPROXIMATELY 45 FEET HIGH AND BELONGS TO D. TESKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1208 ***********************************************************************
 TD1208  DESIGNATION -  DAHLEN
 TD1208  PID         -  TD1208
 TD1208  STATE/COUNTY-  ND/NELSON
 TD1208  USGS QUAD   -  FORDVILLE SW (1971)
 TD1208
 TD1208                         *CURRENT SURVEY CONTROL
 TD1208  ___________________________________________________________________
 TD1208* NAD 83(1996)-  48 07 20.46074(N)    097 59 51.33585(W)     ADJUSTED  
 TD1208* NAVD 88     -       471.30   (+/-2cm)    1546.3    (feet)  VERTCON   
 TD1208  ___________________________________________________________________
 TD1208  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 TD1208  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 TD1208
 TD1208  HORZ ORDER  -  FIRST
 TD1208  VERT ORDER  -  THIRD ? (See Below)
 TD1208
 TD1208.The horizontal coordinates were established by classical geodetic methods
 TD1208.and adjusted by the National Geodetic Survey in January 1998..
 TD1208
 TD1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1208.The vertical order pertains to the NGVD 29 superseded value.
 TD1208
 TD1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1208
 TD1208.The geoid height was determined by GEOID03.
 TD1208
 TD1208;                    North         East     Units Scale Factor Converg.
 TD1208;SPC ND N     -   127,810.980   786,256.300   MT  0.99993606   +1 51 43.6
 TD1208;SPC ND N     -   419,327.36  2,579,581.04   iFT  0.99993606   +1 51 43.6
 TD1208;UTM  14      - 5,330,384.984   574,597.648   MT  0.99966838   +0 44 47.0
 TD1208
 TD1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1208!SPC ND N     -   0.99993008  x   0.99993606  =   0.99986615
 TD1208!UTM  14      -   0.99993008  x   0.99966838  =   0.99959848
 TD1208
 TD1208:                Primary Azimuth Mark                     Grid Az
 TD1208:SPC ND N     -  DAHLEN TV STA WDAZ                       007 49 05.3
 TD1208:UTM  14      -  DAHLEN TV STA WDAZ                       008 56 01.9
 TD1208
 TD1208|---------------------------------------------------------------------|
 TD1208| PID    Reference Object                     Distance      Geod. Az  |
 TD1208|                                                           dddmmss.s |
 TD1208| TD1211 DAHLEN TV STA WDAZ                  APPROX. 1.8 KM 0094048.9 |
 TD1208| TD0597 G 268                                              0200817.8 |
 TD1208| TD1210 DAHLEN FARMERS ELEVATOR             APPROX. 6.6 KM 0511302.7 |
 TD1208| CO7513 DAHLEN RM 1                          21.035 METERS 08854     |
 TD1208| CO7515 DAHLEN RM 3                          21.072 METERS 26847     |
 TD1208| CO7514 DAHLEN RM 2                          21.134 METERS 28523     |
 TD1208| TE1744 WHITMAN AERO COMMUNICATION MST      APPROX.10.2 KM 2941807.7 |
 TD1208| TE1747 WHITMAN CO AND TRADING CO ELEV      APPROX. 9.6 KM 2943622.4 |
 TD1208|---------------------------------------------------------------------|
 TD1208
 TD1208                          SUPERSEDED SURVEY CONTROL
 TD1208
 TD1208  NAD 83(1986)-  48 07 20.45878(N)    097 59 51.33412(W) AD(       ) 1
 TD1208  NAD 27      -  48 07 20.47300(N)    097 59 49.98113(W) AD(       ) 1
 TD1208  NGVD 29 (07/19/86)  470.92   (m)         1545.0    (f) LEVELING    3  
 TD1208
 TD1208.Superseded values are not recommended for survey control.
 TD1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1208.See file dsdata.txt to determine how the superseded data were derived.
 TD1208
 TD1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7459830385(NAD 83)
 TD1208_MARKER: DS = TRIANGULATION STATION DISK
 TD1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1208_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1208
 TD1208  HISTORY     - Date     Condition        Report By
 TD1208  HISTORY     - 1967     MONUMENTED       CGS
 TD1208  HISTORY     - 1970     GOOD             NGS
 TD1208
 TD1208                          STATION DESCRIPTION
 TD1208
 TD1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1208'THE STATION IS ABOUT 6-1/4 MILES EAST-SOUTHEAST OF WHITMAN,
 TD1208'4 MILES SOUTHWEST OF DAHLEN AND ON PROPERTY OWNED BY BING
 TD1208'IVERSON.
 TD1208'
 TD1208'TO REACH THE STATION FROM THE POST OFFICE IN DAHLEN, GO WEST
 TD1208'ON A GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD.  TURN LEFT AND
 TD1208'GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROADS.
 TD1208'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO
 TD1208'A CROSSROADS.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 TD1208'CROSSROADS AND BM G 268 1963 IN THE SOUTHEAST ANGLE.  CONTINUE
 TD1208'SOUTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A CROSSROADS.  TURN
 TD1208'RIGHT AND GO WEST ON A TRACK ROAD FOR 0.4 MILE TO THE STATION
 TD1208'ON THE LEFT.
 TD1208'
 TD1208'THE STATION MARK IS A STANDARD DISK, STAMPED DAHLEN 1967,
 TD1208'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1208'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 11 FEET SOUTH
 TD1208'OF THE CENTERLINE OF THE TRACK ROAD, 4.3 FEET WEST-NORTHWEST
 TD1208'OF A WITNESS POST AND 4 FEET NORTH OF THE NORTH EDGE OF A
 TD1208'FIELD.  THE UNDERGROUND MARK IS SET 54 INCHES BELOW THE
 TD1208'GROUND SURFACE.
 TD1208'
 TD1208'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAHLEN NO 1 1967,
 TD1208'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1208'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 9.5 FEET SOUTH OF TH
 TD1208'CENTERLINE OF THE TRACK ROAD, 2.3 FEET WEST OF A WITNESS POST
 TD1208'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1208'
 TD1208'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAHLEN NO 2 1967,
 TD1208'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1208'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 8 FEET NORTH OF
 TD1208'THE CENTERLINE OF THE TRACK ROAD, 2.2 FEET EAST OF A WITNESS
 TD1208'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1208'
 TD1208'BENCH MARK G 268 IS A STANDARD DISK, STAMPED G 268 1963, SET
 TD1208'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1208'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 70 FEET SOUTHEAST
 TD1208'OF THE CENTER OF THE INTERSECTION OF THE CROSSROADS, 42.6
 TD1208'FEET WEST OF A POWER LINE POLE AND 1.4 FEET NORTH OF A WITNESS
 TD1208'POST.
 TD1208
 TD1208                          STATION RECOVERY (1970)
 TD1208
 TD1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TD1208'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 TD1208'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE
 TD1208'OF 28.9 SECONDS WAS FOUND IN THE HORIZONTAL DIRECTION TO
 TD1208'DAHLEN TV STA. WDAZ, IT IS A GUYED MAST BALANCED ON A SINGLE
 TD1208'POINT.  THE MARKS ARE ALONG A TRACK ROAD LEADING TO SEVERAL
 TD1208'FIELDS, TWO MARKS WERE ON THE SOUTH SIDE AND ONE ON THE NORTH,
 TD1208'CAUSING THE FARMERS TO HAVE TO ANGLE THEIR MACHINERY TO GET
 TD1208'BETWEEN THE SIGNS.  REFERENCE MARK NO. 3 WAS SET ON THE SOUTH
 TD1208'SIDE OF THE ROAD IN LINE WITH THE STATION MARK AND REFERENCE
 TD1208'MARK NO. 1, REFERENCE MARK NO. 2 WAS DESTROYED AT THIS TIME.
 TD1208'
 TD1208'A NEW DESCRIPTION FOLLOWS--
 TD1208'
 TD1208'THE STATION IS LOCATED ABOUT 6-1/4 MILES EAST-SOUTHEAST OF
 TD1208'WHITMAN, 4 MILES SOUTHWEST OF DAHLEN, ALONG A TRACK ROAD
 TD1208'BETWEEN FIELDS ON PROPERTY OF MR. BING IVERSON.
 TD1208'
 TD1208'THE STATION MARK IS A STANDARD DISK STAMPED DAHLEN 1967,
 TD1208'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 TD1208'IS 12 FEET SOUTH OF THE CENTER OF TRACK ROAD, AND 2.2 FEET
 TD1208'NORTH OF A METAL WITNESS POST.
 TD1208'
 TD1208'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DAHLEN NO
 TD1208'1 1967, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TD1208'GROUND.  IT IS 12 FEET SOUTH OF THE CENTER TRACK ROAD, AND 2.2
 TD1208'FEET NORTH OF A METAL WITNESS POST.
 TD1208'
 TD1208'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DAHLEN 1967
 TD1208'NO 3 1970, SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TD1208'GROUND.  IT IS 12 FEET SOUTH OF THE CENTER OF TRACK ROAD, AND
 TD1208'2.2 FEET NORTH OF A METAL WITNESS POST.
 TD1208'
 TD1208'BENCH MARK G 268 IS A STANDARD DISK STAMPED G 268 1963, SET
 TD1208'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4-INCHES.
 TD1208'IT IS 70 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 TD1208'OF A CROSSROADS, 43 FEET WEST OF A POWER POLE, AND 2.3
 TD1208'FEET NORTHWEST OF A METAL WITNESS POST.
 TD1208'
 TD1208'TO REACH THE STATION FROM THE POST OFFICE IN DAHLEN, GO WEST
 TD1208'ON A GRAVELED ROAD FOR 0.7 MILE TO A T ROAD.  TURN LEFT
 TD1208'AND GO SOUTH FOR 0.5 MILE TO A PAVED CROSSROAD.  TURN RIGHT
 TD1208'AND GO WEST ON PAVED ROAD FOR 2.0 MILES TO A GRAVELED
 TD1208'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD
 TD1208'AND BENCH MARK G 268 1963 IN THE SOUTHEAST ANGLE, AND DAHLEN
 TD1208'TV STA. WDAZ IN THE NORTHWEST ANGLE.  CONTINUE SOUTH ON
 TD1208'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT AND A TRACK
 TD1208'ROAD RIGHT, TURN RIGHT AND GO WEST 0.4 MILE TO THE STATION
 TD1208'ON THE LEFT.
 TD1208'
 TD1208'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 TD1208'AS THEY ARE NEARLY ON LINE THRU THE STATION.
 TD1208'
 TD1208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 TD1208'SW OF DAHLEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1210 ***********************************************************************
 TD1210  DESIGNATION -  DAHLEN FARMERS ELEVATOR
 TD1210  PID         -  TD1210
 TD1210  STATE/COUNTY-  ND/NELSON
 TD1210  USGS QUAD   -  DAHLEN (1971)
 TD1210
 TD1210                         *CURRENT SURVEY CONTROL
 TD1210  ___________________________________________________________________
 TD1210* NAD 83(1996)-  48 09 33.77886(N)    097 55 43.21274(W)     ADJUSTED  
 TD1210* NAVD 88     -                                                        
 TD1210  ___________________________________________________________________
 TD1210  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 TD1210  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD1210
 TD1210  HORZ ORDER  -  THIRD
 TD1210
 TD1210.The horizontal coordinates were established by classical geodetic methods
 TD1210.and adjusted by the National Geodetic Survey in January 1998..
 TD1210
 TD1210
 TD1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1210
 TD1210.The geoid height was determined by GEOID03.
 TD1210
 TD1210;                    North         East     Units Scale Factor Converg.
 TD1210;SPC ND N     -   132,095.235   791,246.943   MT  0.99993669   +1 54 48.3
 TD1210;SPC ND N     -   433,383.32  2,595,954.54   iFT  0.99993669   +1 54 48.3
 TD1210;UTM  14      - 5,334,570.169   579,669.414   MT  0.99967799   +0 47 53.5
 TD1210
 TD1210                          SUPERSEDED SURVEY CONTROL
 TD1210
 TD1210  NAD 83(1986)-  48 09 33.77694(N)    097 55 43.21042(W) AD(       ) 4
 TD1210  NAD 27      -  48 09 33.79418(N)    097 55 41.86829(W) AD(       ) 3
 TD1210
 TD1210.Superseded values are not recommended for survey control.
 TD1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1210.See file dsdata.txt to determine how the superseded data were derived.
 TD1210
 TD1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7966934570(NAD 83)
 TD1210_MARKER: 65 = GRAIN ELEVATOR
 TD1210
 TD1210  HISTORY     - Date     Condition        Report By
 TD1210  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1210
 TD1210                          STATION DESCRIPTION
 TD1210
 TD1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1210'THE STATION IS THE CENTER OF THE TOP OF THE DAHLEN FARMERS
 TD1210'ELEVATOR, THAT HAS AN OVERALL HEIGHT OF 108 FEET.  IT IS 0.1
 TD1210'MILE NORTH OF THE MAIN STREET AND IN THE NORTH PART OF DAHLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1212 ***********************************************************************
 TD1212  DESIGNATION -  DAHLEN LUTH CH SPIRE
 TD1212  PID         -  TD1212
 TD1212  STATE/COUNTY-  ND/NELSON
 TD1212  USGS QUAD   -  DAHLEN (1971)
 TD1212
 TD1212                         *CURRENT SURVEY CONTROL
 TD1212  ___________________________________________________________________
 TD1212* NAD 83(1996)-  48 09 24.78254(N)    097 55 45.32721(W)     ADJUSTED  
 TD1212* NAVD 88     -                                                        
 TD1212  ___________________________________________________________________
 TD1212  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 TD1212  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD1212
 TD1212  HORZ ORDER  -  THIRD
 TD1212
 TD1212.The horizontal coordinates were established by classical geodetic methods
 TD1212.and adjusted by the National Geodetic Survey in January 1998..
 TD1212
 TD1212
 TD1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1212
 TD1212.The geoid height was determined by GEOID03.
 TD1212
 TD1212;                    North         East     Units Scale Factor Converg.
 TD1212;SPC ND N     -   131,816.079   791,212.549   MT  0.99993663   +1 54 46.7
 TD1212;SPC ND N     -   432,467.45  2,595,841.70   iFT  0.99993663   +1 54 46.7
 TD1212;UTM  14      - 5,334,291.808   579,629.603   MT  0.99967791   +0 47 51.8
 TD1212
 TD1212                          SUPERSEDED SURVEY CONTROL
 TD1212
 TD1212  NAD 83(1986)-  48 09 24.78055(N)    097 55 45.32495(W) AD(       ) 4
 TD1212  NAD 27      -  48 09 24.79765(N)    097 55 43.98477(W) AD(       ) 3
 TD1212
 TD1212.Superseded values are not recommended for survey control.
 TD1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1212.See file dsdata.txt to determine how the superseded data were derived.
 TD1212
 TD1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7963034292(NAD 83)
 TD1212_MARKER: 90 = CHURCH SPIRE
 TD1212
 TD1212  HISTORY     - Date     Condition        Report By
 TD1212  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1212
 TD1212                          STATION DESCRIPTION
 TD1212
 TD1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1212'THE STATION IS THE CENTER OF THE TOP OF THE DAHLEN LUTHERAN
 TD1212'CHURCH SPIRE, THAT HAS AN OVERALL HEIGHT OF 60 FEET.  IT IS
 TD1212'1 BLOCK SOUTH OF THE MAIN STREET AND IN THE SOUTHEAST ANGLE
 TD1212'OF A GRAVELED ROAD AND THE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1211 ***********************************************************************
 TD1211  DESIGNATION -  DAHLEN TV STA WDAZ
 TD1211  PID         -  TD1211
 TD1211  STATE/COUNTY-  ND/NELSON
 TD1211  USGS QUAD   -  DAHLEN (1971)
 TD1211
 TD1211                         *CURRENT SURVEY CONTROL
 TD1211  ___________________________________________________________________
 TD1211* NAD 83(1996)-  48 08 18.07863(N)    097 59 36.65206(W)     ADJUSTED  
 TD1211* NAVD 88     -                                                        
 TD1211  ___________________________________________________________________
 TD1211  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 TD1211  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 TD1211
 TD1211  HORZ ORDER  -  THIRD
 TD1211
 TD1211.The horizontal coordinates were established by classical geodetic methods
 TD1211.and adjusted by the National Geodetic Survey in January 1998..
 TD1211
 TD1211
 TD1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1211
 TD1211.The geoid height was determined by GEOID03.
 TD1211
 TD1211;                    North         East     Units Scale Factor Converg.
 TD1211;SPC ND N     -   129,599.437   786,501.865   MT  0.99993628   +1 51 54.6
 TD1211;SPC ND N     -   425,195.00  2,580,386.70   iFT  0.99993628   +1 51 54.6
 TD1211;UTM  14      - 5,332,167.843   574,877.913   MT  0.99966889   +0 44 58.6
 TD1211
 TD1211                          SUPERSEDED SURVEY CONTROL
 TD1211
 TD1211  NAD 83(1986)-  48 08 18.07658(N)    097 59 36.64972(W) AD(       ) 4
 TD1211  NAD 27      -  48 08 18.09137(N)    097 59 35.29693(W) AD(       ) 3
 TD1211
 TD1211.Superseded values are not recommended for survey control.
 TD1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1211.See file dsdata.txt to determine how the superseded data were derived.
 TD1211
 TD1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7487832168(NAD 83)
 TD1211_MARKER: 42 = RADIO/TV MAST
 TD1211
 TD1211  HISTORY     - Date     Condition        Report By
 TD1211  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1211
 TD1211                          STATION DESCRIPTION
 TD1211
 TD1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1211'THE STATION IS THE CENTER OF THE TOP OF THE GRAND FORKS,
 TD1211'DEVILS LAKE CHANNEL 8, TELEVISION MAST, THAT HAS AN OVERALL
 TD1211'HEIGHT OF 1461 FEET.  IT IS 3 MILES WEST-SOUTHWEST OF DAHLEN,
 TD1211'1 MILE SOUTH OF THE NELSON-WALSH COUNTY LINE AND 150 YARDS
 TD1211'NORTH OF AN EAST-WEST GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0222 ***********************************************************************
 SO0222  FBN         -  This is a Federal Base Network Control Station.
 SO0222  DESIGNATION -  DAISY
 SO0222  PID         -  SO0222
 SO0222  STATE/COUNTY-  ND/MCLEAN
 SO0222  USGS QUAD   -  RAUB (1967)
 SO0222
 SO0222                         *CURRENT SURVEY CONTROL
 SO0222  ___________________________________________________________________
 SO0222* NAD 83(1996)-  47 38 42.33126(N)    102 00 20.05053(W)     ADJUSTED  
 SO0222* NAVD 88     -       672.349  (meters)    2205.86   (feet)  ADJUSTED  
 SO0222  ___________________________________________________________________
 SO0222  X           -    -895,552.706 (meters)                     COMP
 SO0222  Y           -  -4,211,231.264 (meters)                     COMP
 SO0222  Z           -   4,690,864.211 (meters)                     COMP
 SO0222  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 SO0222  ELLIP HEIGHT-         653.83  (meters)          (04/07/03) GPS OBS
 SO0222  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 SO0222  DYNAMIC HT  -         672.419 (meters)    2206.09  (feet)  COMP
 SO0222  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SO0222
 SO0222  HORZ ORDER  -  B
 SO0222  VERT ORDER  -  SECOND    CLASS 0
 SO0222  ELLP ORDER  -  THIRD     CLASS II
 SO0222
 SO0222.The horizontal coordinates were established by GPS observations
 SO0222.and adjusted by the National Geodetic Survey in August 1997..
 SO0222
 SO0222.The orthometric height was determined by differential leveling
 SO0222.and adjusted by the National Geodetic Survey in June 1991..
 SO0222
 SO0222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SO0222
 SO0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0222
 SO0222.The ellipsoidal height was determined by GPS observations
 SO0222.and is referenced to NAD 83.
 SO0222
 SO0222.The geoid height was determined by GEOID03.
 SO0222
 SO0222.The dynamic height is computed by dividing the NAVD 88
 SO0222.geopotential number by the normal gravity value computed on the
 SO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0222.degrees latitude (g = 980.6199 gals.).
 SO0222
 SO0222.The modeled gravity was interpolated from observed gravity values.
 SO0222
 SO0222;                    North         East     Units Scale Factor Converg.
 SO0222;SPC ND N     -    72,827.449   486,889.061   MT  0.99996511   -1 07 13.2
 SO0222;SPC ND N     -   238,935.20  1,597,405.06   iFT  0.99996511   -1 07 13.2
 SO0222;SPC ND S     -   221,011.789   486,880.748   MT  1.00003609   -1 05 53.3
 SO0222;SPC ND S     -   725,104.29  1,597,377.78   iFT  1.00003609   -1 05 53.3
 SO0222;UTM  13      - 5,281,199.566   724,889.426   MT  1.00022154   +2 12 49.6
 SO0222;UTM  14      - 5,281,231.963   274,274.062   MT  1.00022618   -2 13 19.2
 SO0222
 SO0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0222!SPC ND N     -   0.99989753  x   0.99996511  =   0.99986264
 SO0222!SPC ND S     -   0.99989753  x   1.00003609  =   0.99993362
 SO0222!UTM  13      -   0.99989753  x   1.00022154  =   1.00011905
 SO0222!UTM  14      -   0.99989753  x   1.00022618  =   1.00012369
 SO0222
 SO0222|---------------------------------------------------------------------|
 SO0222| PID    Reference Object                     Distance      Geod. Az  |
 SO0222|                                                           dddmmss.s |
 SO0222| SO0220 DAISY RM 1                           16.306 METERS 06343     |
 SO0222| SO0221 DAISY RM 2                           14.987 METERS 18208     |
 SO0222| SO0223 DAISY AZ MK                                        2813002.0 |
 SO0222|---------------------------------------------------------------------|
 SO0222
 SO0222                          SUPERSEDED SURVEY CONTROL
 SO0222
 SO0222  ELLIP H (08/29/97)  653.87   (m)                       GP(       ) 3 2
 SO0222  NAD 83(1986)-  47 38 42.32880(N)    102 00 20.04488(W) AD(       ) 2
 SO0222  NAD 27      -  47 38 42.31790(N)    102 00 18.43060(W) AD(       ) 2
 SO0222  NAVD 88 (08/29/97)  672.35   (m)         2205.9    (f) LEVELING    3  
 SO0222  NGVD 29 (??/??/92)  671.934  (m)         2204.50   (f) ADJ UNCH    2 0
 SO0222
 SO0222.Superseded values are not recommended for survey control.
 SO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0222.See file dsdata.txt to determine how the superseded data were derived.
 SO0222
 SO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN2488981200(NAD 83)
 SO0222_MARKER: DS = TRIANGULATION STATION DISK
 SO0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0222_STAMPING: DAISY 1962
 SO0222_MARK LOGO: CGS   
 SO0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0222+STABILITY: SURFACE MOTION
 SO0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0222+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 SO0222
 SO0222  HISTORY     - Date     Condition        Report By
 SO0222  HISTORY     - 1962     MONUMENTED       CGS
 SO0222  HISTORY     - 1962     GOOD             CGS
 SO0222  HISTORY     - 19960917 GOOD             NGS
 SO0222  HISTORY     - 20020528 GOOD             NGS
 SO0222
 SO0222                          STATION DESCRIPTION
 SO0222
 SO0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0222'THE STATION IS LOCATED 16.5 MILES WEST OF THE SMALL TOWN
 SO0222'OF EMMET, IN THE NW 1/4 OF SEC. 15, T148N, R89W, ON A GRASSY
 SO0222'BENCH ABOUT 300 FEET SOUTH OF A GRAVELED ROAD.
 SO0222'
 SO0222'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF EMMET, GO WEST
 SO0222'ON STATE HIGHWAY 37 AND COUNTY ROAD 8 FOR 0.9 MILE TO WHERE
 SO0222'STATE HIGHWAY 37 TURNS NORTH.  CONTINUE WEST ON COUNTY ROAD
 SO0222'8 FOR 15.6 MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND
 SO0222'GO SOUTHWEST ACROSS A PASTURE FOR 0.1 MILE TO THE STATION.
 SO0222'TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEADING TO THE
 SO0222'STATION, CONTINUE WEST FOR 0.45 MILE TO THE AZIMUTH MARK ON
 SO0222'THE RIGHT.
 SO0222'
 SO0222'THE STATION MARK IS A STANDARD DISK STAMPED DAISY 1962 AND
 SO0222'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0222'PROJECTS 4 INCHES.  IT IS 4.2 FEET EAST SOUTH EAST OF THE
 SO0222'WITNESS POST.
 SO0222'
 SO0222'REFERENCE MARK NO. 1, STAMPED DAISY NO 1 1962, IS A STANDARD
 SO0222'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0222'WHICH PROJECTS 3 INCHES.  IT IS 57.7 FEET EAST NORTH EAST
 SO0222'OF A WITNESS POST.
 SO0222'
 SO0222'REFERENCE MARK NO. 2, STAMPED DAISY NO 2 1962, IS A STANDARD
 SO0222'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0222'WHICH PROJECTS 1 INCH.  IT IS 49.6 FEET SOUTH OF THE WITNESS
 SO0222'POST.
 SO0222'
 SO0222'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAISY 1962 AND
 SO0222'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0222'PROJECTS 4 INCHES.  IT IS 32.2 FEET WEST OF A TRACK ROAD,
 SO0222'3.7 FEET SOUTHEAST OF A FENCE CORNER AND 1.5 FEET SOUTH
 SO0222'SOUTHWEST OF THE WITNESS POST.
 SO0222'
 SO0222'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 88.2 FEET.
 SO0222
 SO0222                          STATION RECOVERY (1962)
 SO0222
 SO0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SO0222'10.1 MI S FROM RAUB.
 SO0222'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0222'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG
 SO0222'A GRAVELED COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0222'ROAD, THENCE 2.45 MILE EAST ALONG A GRAVELED COUNTY ROAD, ON THE CREST
 SO0222'OF A HILL, 345 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 282 FEET
 SO0222'SOUTH OF POWER POLE NO. 11, 53.6 FEET SOUTHWEST OF R.M. 1, 49.0 FEET
 SO0222'NORTH OF R.M. 2, 5.0 FEET EAST OF A WITNESS POST, ABOUT 6 FEET ABOVE
 SO0222'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0222'PROJECTING 0.5 FOOT.
 SO0222
 SO0222                          STATION RECOVERY (1996)
 SO0222
 SO0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 SO0222'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 SO0222'REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  THIS STATION HAS
 SO0222'PURPOSELY BEEN PRESERVED BY THE PROPERTY CARETAKERS.  THE STATION IS
 SO0222'LOCATED ABOUT 44.8 KM (27.85 MI) WEST OF GARRISON, 6 KM (3.70 MI)
 SO0222'NORTHEAST OF LAKE SAKAKAWEA, ON A PROMINENT HILL OF A CULTIVATED
 SO0222'FIELD, IN AN AREA THAT IS NOT CULTIVATED, 0.16 KM (0.10 MI) NORTHWEST
 SO0222'OF A FARM HOUSE AND ON THE FORT BERTHOLD INDIAN RESERVATION. OWNERSHIP
 SO0222'-- MINDY RAY LOUIS, NEWTOWN, ND.  THE PROPERTY IS ADJACENT TO PROPERTY
 SO0222'OWNED BY MAX JAMES, GARRISON, ND 58540.  PHONE 701-743-4448.  MR.
 SO0222'JAMES, A FORMER SURVEYOR, SAID THAT THE PROPERTY OWNER WOULD BE VERY
 SO0222'DIFFICULT TO LOCATE AND THERE WOULD BE NO PROBLEM ACCESSING THIS
 SO0222'STATION AS IT IS USED IN OTHER SURVEYS BY PRIVATE COMPANIES.  TO REACH
 SO0222'FROM THE JUNCTION OF STATE HIGWAYS 37 AND 1804, AND A GRAVEL ROAD
 SO0222'LEADING SOUTH, ABOUT 19.8 KM (12.30 MI) WEST OF GARRISON, GO WEST ON
 SO0222'HIGHWAY 1804 FOR 18.4 KM (11.45 MI) TO THE OLD SCOUT CEMETERY ON THE
 SO0222'RIGHT.  CONTINUE WEST ON HIGHWAY 1804 FOR 6.6 KM (4.10 MI) TO A GRAVEL
 SO0222'DRIVE ON THE LEFT LEADING TO MR. JAMES RESIDENCE.  TURN LEFT, SOUTH,
 SO0222'ON THE ROAD FOR 0.11 KM (0.05 MI) TO THE STATION ON THE RIGHT.  NOTE
 SO0222'-- IF THE FIELD HAS BEEN SEEDED FOR GRAIN IT IS ABOUT A 2 MINUTE WALK
 SO0222'TO THE STATION.  IF IT IS AFTER HARVEST OR BEFORE PLANTING IT CAN BE
 SO0222'DRIVEN TO.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE
 SO0222'POST AT THE BASE AND PROJECTING 12 CM.  IT IS 130.6 M (428.5 FT) WEST
 SO0222'OF A FENCE ALONG THE DRIVE, 118.9 M (390.1 FT) WEST OF THE GRAVEL
 SO0222'DRIVE CENTER, 118.8 M (389.8 FT) SOUTH OF THE HIGHWAY CENTER, 96.1 M
 SO0222'(315.3 FT) SOUTH OF A FENCE ALONG THE HIGHWAY, 1.4 M (4.6 FT) EAST OF
 SO0222'A STEEL WITNESS POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS
 SO0222'POST.
 SO0222
 SO0222                          STATION RECOVERY (2002)
 SO0222
 SO0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SO0222'RECOVERED AS DESCRIBED.
 SO0222'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0223 ***********************************************************************
 SO0223  DESIGNATION -  DAISY AZ MK
 SO0223  PID         -  SO0223
 SO0223  STATE/COUNTY-  ND/MCLEAN
 SO0223  USGS QUAD   -  RAUB (1967)
 SO0223
 SO0223                         *CURRENT SURVEY CONTROL
 SO0223  ___________________________________________________________________
 SO0223* NAD 83(1986)-  47 38 46.     (N)    102 00 53.     (W)     SCALED    
 SO0223* NAVD 88     -       654.277  (meters)    2146.57   (feet)  ADJUSTED  
 SO0223  ___________________________________________________________________
 SO0223  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SO0223  DYNAMIC HT  -         654.344 (meters)    2146.79  (feet)  COMP
 SO0223  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 SO0223
 SO0223  VERT ORDER  -  SECOND    CLASS 0
 SO0223
 SO0223.The horizontal coordinates were scaled from a topographic map and have
 SO0223.an estimated accuracy of +/- 6 seconds.
 SO0223
 SO0223.The orthometric height was determined by differential leveling
 SO0223.and adjusted by the National Geodetic Survey in June 1991..
 SO0223
 SO0223.The geoid height was determined by GEOID03.
 SO0223
 SO0223.The dynamic height is computed by dividing the NAVD 88
 SO0223.geopotential number by the normal gravity value computed on the
 SO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0223.degrees latitude (g = 980.6199 gals.).
 SO0223
 SO0223.The modeled gravity was interpolated from observed gravity values.
 SO0223
 SO0223;                    North         East    Units  Estimated Accuracy
 SO0223;SPC ND N     -    72,950.      486,200.      MT  (+/- 180 meters Scaled)
 SO0223
 SO0223                          SUPERSEDED SURVEY CONTROL
 SO0223
 SO0223  NGVD 29 (??/??/92)  653.861  (m)         2145.21   (f) ADJ UNCH    2 0
 SO0223
 SO0223.Superseded values are not recommended for survey control.
 SO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0223.See file dsdata.txt to determine how the superseded data were derived.
 SO0223
 SO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN241812(NAD 83)
 SO0223_MARKER: DZ = AZIMUTH MARK DISK
 SO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0223_STAMPING: DAISY 1962
 SO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0223+STABILITY: SURFACE MOTION
 SO0223
 SO0223  HISTORY     - Date     Condition        Report By
 SO0223  HISTORY     - 1962     MONUMENTED       CGS
 SO0223
 SO0223                          STATION DESCRIPTION
 SO0223
 SO0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0223'9.65 MI S FROM RAUB.
 SO0223'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0223'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG
 SO0223'A GRAVELED COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0223'ROAD, 81 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 75
 SO0223'FEET NORTH OF THE CENTERLINE OF THE GRAVELED COUNTY ROAD, 31 FEET WEST
 SO0223'OF THE CENTERLINE OF THE TRACK ROAD, 3.5 FEET SOUTHEAST OF A FENCE,
 SO0223'1.6 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SO0223'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0220 ***********************************************************************
 SO0220  DESIGNATION -  DAISY RM 1
 SO0220  PID         -  SO0220
 SO0220  STATE/COUNTY-  ND/MCLEAN
 SO0220  USGS QUAD   -  RAUB (1967)
 SO0220
 SO0220                         *CURRENT SURVEY CONTROL
 SO0220  ___________________________________________________________________
 SO0220* NAD 83(1986)-  47 38 42.     (N)    102 00 20.     (W)     SCALED    
 SO0220* NAVD 88     -       671.886  (meters)    2204.35   (feet)  ADJUSTED  
 SO0220  ___________________________________________________________________
 SO0220  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 SO0220  DYNAMIC HT  -         671.955 (meters)    2204.57  (feet)  COMP
 SO0220  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SO0220
 SO0220  VERT ORDER  -  SECOND    CLASS 0
 SO0220
 SO0220.The horizontal coordinates were scaled from a topographic map and have
 SO0220.an estimated accuracy of +/- 6 seconds.
 SO0220
 SO0220.The orthometric height was determined by differential leveling
 SO0220.and adjusted by the National Geodetic Survey in June 1991..
 SO0220
 SO0220.The geoid height was determined by GEOID03.
 SO0220
 SO0220.The dynamic height is computed by dividing the NAVD 88
 SO0220.geopotential number by the normal gravity value computed on the
 SO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0220.degrees latitude (g = 980.6199 gals.).
 SO0220
 SO0220.The modeled gravity was interpolated from observed gravity values.
 SO0220
 SO0220;                    North         East    Units  Estimated Accuracy
 SO0220;SPC ND N     -    72,820.      486,890.      MT  (+/- 180 meters Scaled)
 SO0220
 SO0220                          SUPERSEDED SURVEY CONTROL
 SO0220
 SO0220  NGVD 29 (??/??/92)  671.470  (m)         2202.98   (f) ADJ UNCH    2 0
 SO0220
 SO0220.Superseded values are not recommended for survey control.
 SO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0220.See file dsdata.txt to determine how the superseded data were derived.
 SO0220
 SO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN248811(NAD 83)
 SO0220_MARKER: DR = REFERENCE MARK DISK
 SO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0220_STAMPING: DAISY NO 1 1962
 SO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0220+STABILITY: SURFACE MOTION
 SO0220
 SO0220  HISTORY     - Date     Condition        Report By
 SO0220  HISTORY     - 1962     MONUMENTED       CGS
 SO0220
 SO0220                          STATION DESCRIPTION
 SO0220
 SO0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0220'10.1 MI S FROM RAUB.
 SO0220'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0220'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG
 SO0220'A GRAVELED COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0220'ROAD, THENCE 2.45 MILES EAST ALONG A GRAVELED COUNTY ROAD, 340 FEET
 SO0220'SOUTH OF THE CENTERLINE OF THE ROAD, 88.0 FEET NORTHEAST OF R.M. 2,
 SO0220'53.6 FEET NORTHEAST OF THE STATION MARK, AND SET IN THE TOP OF A
 SO0220'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0221 ***********************************************************************
 SO0221  DESIGNATION -  DAISY RM 2
 SO0221  PID         -  SO0221
 SO0221  STATE/COUNTY-  ND/MCLEAN
 SO0221  USGS QUAD   -  RAUB (1967)
 SO0221
 SO0221                         *CURRENT SURVEY CONTROL
 SO0221  ___________________________________________________________________
 SO0221* NAD 83(1986)-  47 38 42.     (N)    102 00 20.     (W)     SCALED    
 SO0221* NAVD 88     -       671.977  (meters)    2204.64   (feet)  ADJUSTED  
 SO0221  ___________________________________________________________________
 SO0221  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 SO0221  DYNAMIC HT  -         672.046 (meters)    2204.87  (feet)  COMP
 SO0221  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SO0221
 SO0221  VERT ORDER  -  SECOND    CLASS 0
 SO0221
 SO0221.The horizontal coordinates were scaled from a topographic map and have
 SO0221.an estimated accuracy of +/- 6 seconds.
 SO0221
 SO0221.The orthometric height was determined by differential leveling
 SO0221.and adjusted by the National Geodetic Survey in June 1991..
 SO0221
 SO0221.The geoid height was determined by GEOID03.
 SO0221
 SO0221.The dynamic height is computed by dividing the NAVD 88
 SO0221.geopotential number by the normal gravity value computed on the
 SO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0221.degrees latitude (g = 980.6199 gals.).
 SO0221
 SO0221.The modeled gravity was interpolated from observed gravity values.
 SO0221
 SO0221;                    North         East    Units  Estimated Accuracy
 SO0221;SPC ND N     -    72,820.      486,890.      MT  (+/- 180 meters Scaled)
 SO0221
 SO0221                          SUPERSEDED SURVEY CONTROL
 SO0221
 SO0221  NGVD 29 (??/??/92)  671.562  (m)         2203.28   (f) ADJ UNCH    2 0
 SO0221
 SO0221.Superseded values are not recommended for survey control.
 SO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0221.See file dsdata.txt to determine how the superseded data were derived.
 SO0221
 SO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN248811(NAD 83)
 SO0221_MARKER: DR = REFERENCE MARK DISK
 SO0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0221_STAMPING: DAISY NO 2 1962
 SO0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0221+STABILITY: SURFACE MOTION
 SO0221
 SO0221  HISTORY     - Date     Condition        Report By
 SO0221  HISTORY     - 1962     MONUMENTED       CGS
 SO0221
 SO0221                          STATION DESCRIPTION
 SO0221
 SO0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0221'10.1 MI S FROM RAUB.
 SO0221'ABOUT 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0221'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG
 SO0221'A GRAVELED COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY
 SO0221'ROAD, THENCE 2.45 MILES EAST ALONG A GRAVELED COUNTY ROAD, 88.0 FEET
 SO0221'SOUTHWEST OF R.M. 1, 49.0 FEET SOUTH OF THE STATION MARK, AND SET IN
 SO0221'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2866 ***********************************************************************
 AA2866  FBN         -  This is a Federal Base Network Control Station.
 AA2866  DESIGNATION -  DAKOTA
 AA2866  PID         -  AA2866
 AA2866  STATE/COUNTY-  ND/BURLEIGH
 AA2866  USGS QUAD   -  BISMARCK (1976)
 AA2866
 AA2866                         *CURRENT SURVEY CONTROL
 AA2866  ___________________________________________________________________
 AA2866* NAD 83(1996)-  46 49 15.28955(N)    100 49 09.61215(W)     ADJUSTED  
 AA2866* NAVD 88     -       553.9    (meters)    1817.     (feet)  GPS OBS   
 AA2866  ___________________________________________________________________
 AA2866  X           -    -820,791.405 (meters)                     COMP
 AA2866  Y           -  -4,294,863.830 (meters)                     COMP
 AA2866  Z           -   4,628,552.500 (meters)                     COMP
 AA2866  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AA2866  ELLIP HEIGHT-         532.42  (meters)          (04/07/03) GPS OBS
 AA2866  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 AA2866
 AA2866  HORZ ORDER  -  A
 AA2866  ELLP ORDER  -  THIRD     CLASS II
 AA2866
 AA2866.The horizontal coordinates were established by GPS observations
 AA2866.and adjusted by the National Geodetic Survey in September 1995..
 AA2866
 AA2866.The orthometric height was determined by GPS observations and a
 AA2866.high-resolution geoid model.
 AA2866
 AA2866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2866
 AA2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2866
 AA2866.The ellipsoidal height was determined by GPS observations
 AA2866.and is referenced to NAD 83.
 AA2866
 AA2866.The geoid height was determined by GEOID03.
 AA2866
 AA2866;                    North         East     Units Scale Factor Converg.
 AA2866;SPC ND S     -   128,351.795   575,633.124   MT  0.99993588   -0 13 58.5
 AA2866;SPC ND S     -   421,101.69  1,888,560.12   iFT  0.99993588   -0 13 58.5
 AA2866;UTM  14      - 5,186,870.175   361,223.846   MT  0.99983671   -1 19 36.9
 AA2866
 AA2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2866!SPC ND S     -   0.99991655  x   0.99993588  =   0.99985243
 AA2866!UTM  14      -   0.99991655  x   0.99983671  =   0.99975327
 AA2866
 AA2866|---------------------------------------------------------------------|
 AA2866| PID    Reference Object                     Distance      Geod. Az  |
 AA2866|                                                           dddmmss.s |
 AA2866| AA2873 BSC BASE                            204.112 METERS 08335     |
 AA2866|---------------------------------------------------------------------|
 AA2866
 AA2866                          SUPERSEDED SURVEY CONTROL
 AA2866
 AA2866  ELLIP H (05/11/01)  532.41   (m)                       GP(       ) 4 1
 AA2866  ELLIP H (09/21/95)  532.47   (m)                       GP(       ) 2 1
 AA2866  NAD 83(1996)-  46 49 15.29049(N)    100 49 09.61239(W) AD(       ) A
 AA2866  ELLIP H (11/28/94)  532.46   (m)                       GP(       ) 1 1
 AA2866
 AA2866.Superseded values are not recommended for survey control.
 AA2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2866.See file dsdata.txt to determine how the superseded data were derived.
 AA2866
 AA2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6122486870(NAD 83)
 AA2866_MARKER: I = METAL ROD
 AA2866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2866_STAMPING: DAKOTA 1993
 AA2866_MARK LOGO: NGS   
 AA2866_PROJECTION: RECESSED 3 CENTIMETERS
 AA2866_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2866+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 AA2866_ROD/PIPE-DEPTH: 6.1  meters
 AA2866_SLEEVE-DEPTH  : 2.4 meters
 AA2866
 AA2866  HISTORY     - Date     Condition        Report By
 AA2866  HISTORY     - 1993     MONUMENTED       NGS
 AA2866  HISTORY     - 19960520 GOOD             NGS
 AA2866  HISTORY     - 19960601 GOOD             IBC
 AA2866  HISTORY     - 19960730 GOOD             NGS
 AA2866  HISTORY     - 20020525 GOOD             NGS
 AA2866  HISTORY     - 20040615 GOOD             COMPA
 AA2866
 AA2866                          STATION DESCRIPTION
 AA2866
 AA2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AA2866'STATION IS LOCATED IN GRASSY AREA EAST OF BISMARCK BOWL FOOTBALL FIELD
 AA2866'ON THE CAMPUS OF BISMARCK STATE COLLEGE, IN THE WESTERN PART OF
 AA2866'BISMARCK. OWNERSHIP--BISMARCK STATE COLLEGE, 1500 EDWARDS AVENUE,
 AA2866'BISMARCK, ND 58501. TELEPHONE--701-224-5400, FOR GENERAL CAMPUS INFO.
 AA2866' 
 AA2866'TO REACH FROM THE OVERPASS AT INTERSTATE HIGHWAY 94 AND DIVIDE AVENUE
 AA2866'(EXIT 157) IN THE WEST SIDE OF BISMARCK, GO SOUTH ON DIVIDE AVE FOR
 AA2866'0.16 KM (0.10 MI) TO PAVED CROSS ROAD. TURN RIGHT, SOUTHWEST, ONTO
 AA2866'SCHAFER FOR 0.6 KM (0.37 MI) TO INTERSECTION WITH EDWARDS AVENUE. TURN
 AA2866'RIGHT, WEST, ON EDWARDS AVE FOR 0.3 KM (0.19 MI) TO THE STATION ON THE
 AA2866'RIGHT.
 AA2866' 
 AA2866'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5
 AA2866'CM GREASE FILLED SLEEVE 2.4 M (7.87 FT) LONG ENCASED IN A 12.7 CM PVC
 AA2866'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 AA2866'IT IS 40.4 M (132.55 FT) WEST OF THE CENTER OF ENTRANCE ROAD TO WERNER
 AA2866'HALL PARKING LOT, 23.1 M (75.79 FT) NORTH OF THE CENTER OF EDWARDS
 AA2866'AVE, 22.1 M (72.51 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE
 AA2866'SIDEWALK, 15.4 M (50.52 FT) NORTH-NORTHWEST OF OF A CEMENT STREETLIGHT
 AA2866'POLE, 8.0 M (26.25 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST BY
 AA2866'CHAINLINK FENCE, 5.7 M (18.70 FT) SOUTH OF A LONE PINE TREE.
 AA2866
 AA2866                          STATION RECOVERY (1996)
 AA2866
 AA2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA2866'STATION IS LOCATED IN GRASSY AREA EAST OF BISMARCK BOWL FOOTBALL FIELD
 AA2866'ON THE CAMPUS OF BISMARCK STATE COLLEGE, IN THE WESTERN PART OF
 AA2866'BISMARCK.  OWNERSHIP--BISMARCK STATE COLLEGE, 1500 EDWARDS AVENUE,
 AA2866'BISMARCK, ND 58501.  TELEPHONE--701-224-5400, FOR GENERAL CAMPUS INFO.
 AA2866'TO REACH FROM THE OVERPASS AT INTERSTATE HIGHWAY 94 AND DIVIDE AVENUE
 AA2866'(EXIT 157) IN THE WEST SIDE OF BISMARCK, GO SOUTH ON DIVIDE AVE FOR
 AA2866'0.16 KM (0.10 MI) TO PAVED CROSS ROAD.  TURN RIGHT, SOUTHWEST, ONTO
 AA2866'SCHAFER FOR 0.6 KM (0.35 MI) TO INTERSECTION WITH EDWARDS AVENUE.
 AA2866'TURN RIGHT, WEST, ON EDWARDS AVE FOR 0.3 KM (0.20 MI) TO THE STATION
 AA2866'ON THE RIGHT.  STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL
 AA2866'ROD IN A 2.5 CM GREASE FILLED SLEEVE 2.4 M (7.9 FT) LONG ENCASED IN A
 AA2866'12.7 CM PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 AA2866'THE GROUND.  IT IS 40.4 M (132.5 FT) WEST OF THE CENTER OF ENTRANCE
 AA2866'ROAD TO WERNER HALL PARKING LOT, 23.1 M (75.8 FT) NORTH OF THE CENTER
 AA2866'OF EDWARDS AVE, 22.1 M (72.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 AA2866'CONCRETE SIDEWALK, 15.4 M (50.5 FT) NORTH-NORTHWEST OF OF A CEMENT
 AA2866'STREETLIGHT POLE, 8.0 M (26.2 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 AA2866'POST BY CHAINLINK FENCE, 5.7 M (18.7 FT) SOUTH OF A LONE PINE TREE.
 AA2866
 AA2866                          STATION RECOVERY (1996)
 AA2866
 AA2866'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1996 (MDC)
 AA2866'RECOVERED AS DESCRIBED.
 AA2866
 AA2866                          STATION RECOVERY (1996)
 AA2866
 AA2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AA2866'THE STATION IS LOCATED IN A GRASSY AREA EAST OF BISMARCK BOWL FOOTBALL
 AA2866'FIELD ON THE CAMPUS OF BISMARCK STATE COLLEGE, IN THE WESTERN PART OF
 AA2866'BISMARCK.  OWNERSHIP -- BISMARCK STATE COLLEGE, 1500 EDWARDS AVENUE,
 AA2866'BISMARCK, ND 58501.  CONTACT BOB KUNTZ, HEAD OF MAINTENANCE DEPARTMENT
 AA2866'PRIOR TO STATION OCCUPATION.  PHONE 701-224-5485.  TO REACH FROM THE
 AA2866'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND DIVIDE AVENUE
 AA2866'(EXIT 157) IN THE WEST PART OF BISMARCK, GO SOUTH ON DIVIDE AVENUE FOR
 AA2866'0.16 KM (0.10 MI) TO A PAVED CROSSROAD.  TURN RIGHT, SOUTHWEST, THEN
 AA2866'SOUTH, ON SCHAFER STREET FOR 0.64 KM (0.40 MI) TO A PAVED CROSSROAD.
 AA2866'TURN RIGHT, WEST, ON EDWARDS AVENUE FOR 0.3 KM (0.20 MI) TO THE
 AA2866'STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A
 AA2866'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 2.4 M (7.9 FT)
 AA2866'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AA2866'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 40.4 M (132.5 FT) WEST OF
 AA2866'THE CENTER OF THE ENTRANCE ROAD TO WERNER HALL PARKING LOT, 23.1 M
 AA2866'(75.8 FT) NORTH OF THE CENTER OF EDWARDS AVENUE, 22.1 M (72.5 FT)
 AA2866'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 15.4 M (50.5
 AA2866'FT) NORTH-NORTHWEST OF A CEMENT STREETLIGHT POLE, 8.0 M (26.2 FT)
 AA2866'SOUTHEAST OF A FIBERGLASS WITNESS POST BY A CHAINLINK FENCE, AND 5.7 M
 AA2866'(18.7 FT) SOUTH OF A LONE PINE TREE.
 AA2866
 AA2866                          STATION RECOVERY (2002)
 AA2866
 AA2866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AA2866'RECOVERED AS DESCRIBED.
 AA2866'
 AA2866
 AA2866                          STATION RECOVERY (2004)
 AA2866
 AA2866'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 AA2866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1532 ***********************************************************************
 SN1532  DESIGNATION -  DALE
 SN1532  PID         -  SN1532
 SN1532  STATE/COUNTY-  ND/WELLS
 SN1532  USGS QUAD   -  MARTIN (1986)
 SN1532
 SN1532                         *CURRENT SURVEY CONTROL
 SN1532  ___________________________________________________________________
 SN1532* NAD 83(1996)-  47 48 26.46878(N)    100 02 36.13010(W)     ADJUSTED  
 SN1532* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 SN1532  ___________________________________________________________________
 SN1532  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 SN1532  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SN1532
 SN1532  HORZ ORDER  -  SECOND
 SN1532
 SN1532.The horizontal coordinates were established by classical geodetic methods
 SN1532.and adjusted by the National Geodetic Survey in January 1998..
 SN1532
 SN1532.The orthometric height was scaled from a topographic map.
 SN1532
 SN1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1532
 SN1532.The geoid height was determined by GEOID03.
 SN1532
 SN1532;                    North         East     Units Scale Factor Converg.
 SN1532;SPC ND N     -    89,863.084   634,200.890   MT  0.99994750   +0 20 23.3
 SN1532;SPC ND N     -   294,826.39  2,080,711.58   iFT  0.99994750   +0 20 23.3
 SN1532;UTM  14      - 5,295,415.623   421,880.425   MT  0.99967499   -0 46 23.0
 SN1532
 SN1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1532!SPC ND N     -   0.99992583  x   0.99994750  =   0.99987334
 SN1532!UTM  14      -   0.99992583  x   0.99967499  =   0.99960085
 SN1532
 SN1532|---------------------------------------------------------------------|
 SN1532| PID    Reference Object                     Distance      Geod. Az  |
 SN1532|                                                           dddmmss.s |
 SN1532| CO5524 DALE RM 1                            12.746 METERS 07615     |
 SN1532| CO5523 DALE AZ MK                                         2994415.8 |
 SN1532| CO5525 DALE RM 2                            10.390 METERS 34326     |
 SN1532|---------------------------------------------------------------------|
 SN1532
 SN1532                          SUPERSEDED SURVEY CONTROL
 SN1532
 SN1532  NAD 83(1986)-  47 48 26.47302(N)    100 02 36.13006(W) AD(       ) 2
 SN1532  NAD 27      -  47 48 26.47130(N)    100 02 34.66750(W) AD(       ) 2
 SN1532
 SN1532.Superseded values are not recommended for survey control.
 SN1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1532.See file dsdata.txt to determine how the superseded data were derived.
 SN1532
 SN1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2188095416(NAD 83)
 SN1532_MARKER: DS = TRIANGULATION STATION DISK
 SN1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1532
 SN1532  HISTORY     - Date     Condition        Report By
 SN1532  HISTORY     - 1962     MONUMENTED       CGS
 SN1532
 SN1532                          STATION DESCRIPTION
 SN1532
 SN1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1532'THE STATION IS LOCATED 3.65 MILES SOUTHEAST OF THE TOWN OF
 SN1532'MARTIN, IN THE SW 1/4 OF SEC. 17, T150N, R73W, ON THE RIGHT
 SN1532'SIDE OF U.S. HIGHWAY 52.
 SN1532'
 SN1532'TO REACH FROM THE POST OFFICE IN MARTIN GO NORTH ON MAIN STREET
 SN1532'FOR 100 FEET TO U.S. HIGHWAY 52, TURN RIGHT, EAST SOUTHEAST, ON
 SN1532'U.S. HIGHWAY 52 AND GO 2.35 MILES TO THE SHERIDAN-WELLS COUNTY
 SN1532'LINE.  CONTINUE EAST, SOUTHEAST, FOR 0.85 MILE TO THE AZIMUTH
 SN1532'MARK ON THE LEFT, CONTINUE EAST, SOUTHEAST, FOR 0.45 MILE TO
 SN1532'THE STATION ON THE RIGHT.
 SN1532'
 SN1532'THE STATION MARK IS A STANDARD DISK, STAMPED DALE 1962, AND
 SN1532'SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT WHICH
 SN1532'IS FLUSH WITH THE GROUND.  IT IS LOCATED 94.4 FEET SOUTH OF
 SN1532'CENTER OF U.S. HIGHWAY 52, 5.7 FEET NORTH OF FENCE LINE, AND
 SN1532'5.5 FEET WEST OF WITNESS POST.
 SN1532'
 SN1532'REFERENCE MARK NO. 1, STAMPED DALE NO 1 1962, IS A STANDARD
 SN1532'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1532'WHICH IS FLUSH WITH THE GROUND.  IT IS LOCATED 68 FEET SOUTH OF
 SN1532'CENTER OF U.S. HIGHWAY 52, 38 FEET NORTHEAST OF WITNESS POST,
 SN1532'AND 31.8 FEET NORTH OF FENCE.
 SN1532'
 SN1532'REFERENCE MARK NO. 2, STAMPED DALE NO 2 1962, IS A STANDARD
 SN1532'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1532'WHICH IS FLUSH WITH THE GROUND.  IT IS LOCATED 69.5 FEET SOUTH
 SN1532'OF CENTER OF U.S. HIGHWAY 52, 38.5 FEET NORTHWEST OF WITNESS
 SN1532'POST, AND 32.5 FEET NORTH OF FENCE LINE.
 SN1532'
 SN1532'AZIMUTH MARK, STAMPED DALE 1962, IS A STANDARD DISK SET IN THE
 SN1532'TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 SN1532'INCHES.  IT IS LOCATED 85 FEET NORTH, NORTHEAST, OF CENTER
 SN1532'OF U.S. HIGHWAY 52, 2.1 FEET EAST OF WITNESS POST, AND 12.8
 SN1532'FEET SOUTHWEST OF TELEPHONE POLE.
 SN1532'
 SN1532'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 55.25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1884 ***********************************************************************
 TE1884  DESIGNATION -  DALE
 TE1884  PID         -  TE1884
 TE1884  STATE/COUNTY-  ND/CAVALIER
 TE1884  USGS QUAD   -  SARLES (1970)
 TE1884
 TE1884                         *CURRENT SURVEY CONTROL
 TE1884  ___________________________________________________________________
 TE1884* NAD 83(1996)-  48 54 23.10128(N)    098 54 46.55225(W)     ADJUSTED  
 TE1884* NAVD 88     -       480.8    (meters)    1577.     (feet)  VERTCON   
 TE1884  ___________________________________________________________________
 TE1884  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 TE1884  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 TE1884
 TE1884  HORZ ORDER  -  SECOND
 TE1884
 TE1884.The horizontal coordinates were established by classical geodetic methods
 TE1884.and adjusted by the National Geodetic Survey in January 1998..
 TE1884
 TE1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1884
 TE1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1884
 TE1884.The geoid height was determined by GEOID03.
 TE1884
 TE1884;                    North         East     Units Scale Factor Converg.
 TE1884;SPC ND N     -   213,169.128   716,342.373   MT  1.00003893   +1 10 51.6
 TE1884;SPC ND N     -   699,373.78  2,350,204.64   iFT  1.00003893   +1 10 51.6
 TE1884;UTM  14      - 5,417,056.344   506,380.356   MT  0.99960050   +0 03 56.2
 TE1884
 TE1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1884!SPC ND N     -   0.99992835  x   1.00003893  =   0.99996728
 TE1884!UTM  14      -   0.99992835  x   0.99960050  =   0.99952888
 TE1884
 TE1884|---------------------------------------------------------------------|
 TE1884| PID    Reference Object                     Distance      Geod. Az  |
 TE1884|                                                           dddmmss.s |
 TE1884| CO7517 DALE RM 1                            16.078 METERS 20456     |
 TE1884| CO7518 DALE RM 2                            16.651 METERS 25736     |
 TE1884| TE1886 SARLES LUTHERAN CHURCH SPIRE        APPROX. 7.6 KM 3031602.4 |
 TE1884|---------------------------------------------------------------------|
 TE1884
 TE1884                          SUPERSEDED SURVEY CONTROL
 TE1884
 TE1884  NAD 83(1986)-  48 54 23.09959(N)    098 54 46.53322(W) AD(       ) 2
 TE1884  NAD 27      -  48 54 23.07354(N)    098 54 45.06047(W) AD(       ) 2
 TE1884  NGVD 29 (07/19/86)  480.4    (m)         1576.     (f) VERT ANG       
 TE1884
 TE1884.Superseded values are not recommended for survey control.
 TE1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1884.See file dsdata.txt to determine how the superseded data were derived.
 TE1884
 TE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0638017056(NAD 83)
 TE1884_MARKER: DD = SURVEY DISK
 TE1884_SETTING: 0 = UNSPECIFIED SETTING
 TE1884
 TE1884  HISTORY     - Date     Condition        Report By
 TE1884  HISTORY     - 1968     MONUMENTED       USGS
 TE1884
 TE1884                          STATION DESCRIPTION
 TE1884
 TE1884'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1884'THE STATION IS ABOUT 4 MI NNE. OF CALVIN, N. DAK., NEAR THE COR. OF
 TE1884'SECS. 26, 27, 35 AND 34, T. 163 N., R. 64 W., 28 FT N. AND 10 FT E.
 TE1884'OF CENTER OF RD. AND TRAIL N.
 TE1884'
 TE1884'TO REACH THE STATION FROM THE CENTER OF CALVIN, GO N. ON STATE HWY.
 TE1884'20 3.8 MI TO CROSSROADS, TURN RIGHT (E.) AND GO 1 MI. TO TRAIL N.
 TE1884'AND STATION ON LEFT (N.).
 TE1884'
 TE1884'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1884'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1884'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET DALE 1968 MARK IS FLUSH
 TE1884'WITH THE GROUND.  STATION IS 28 FT N. AND 10 FT E. OF THE CENTER
 TE1884'OF RD. AND TRAIL N., 19 FT W. OF USGS WITNESS POST.
 TE1884'
 TE1884'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1884'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1884'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DALE NO 1 1968, MARK IS
 TE1884'FLUSH WITH THE GROUND.  MARK IS 19 FT S. AND 13 FT W. OF THE CENTER
 TE1884'RD.  AND TRAIL N.
 TE1884'
 TE1884'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1884'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1884'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DALE NO 2 1968.  MARK IS
 TE1884'FLUSH WITH THE GROUND.  MARK IS 44 FT W. AND 17 FT N. OF CENTER OF
 TE1884'RD. AND TRAIL N.
 TE1884'
 TE1884'AZIMUTH MARK, SARLES LUTHERAN CHURCH SPIRE IN SARLES, N. DAK.,
 TE1884'T. 163 N., RS. 64 AND 65 W., NEAR THE QUARTER COR. BETWEEN SECS. 13
 TE1884'AND 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0463 ***********************************************************************
 RS0463  DESIGNATION -  DALE
 RS0463  PID         -  RS0463
 RS0463  STATE/COUNTY-  ND/BOWMAN
 RS0463  USGS QUAD   -  CEDAR RIDGE (1973)
 RS0463
 RS0463                         *CURRENT SURVEY CONTROL
 RS0463  ___________________________________________________________________
 RS0463* NAD 83(1996)-  46 01 52.64536(N)    103 54 33.85396(W)     ADJUSTED  
 RS0463* NAVD 88     -       950.4    (meters)    3118.     (feet)  VERTCON   
 RS0463  ___________________________________________________________________
 RS0463  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 RS0463  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 RS0463
 RS0463  HORZ ORDER  -  FIRST
 RS0463
 RS0463.The horizontal coordinates were established by classical geodetic methods
 RS0463.and adjusted by the National Geodetic Survey in January 1998..
 RS0463
 RS0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0463
 RS0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0463
 RS0463.The geoid height was determined by GEOID03.
 RS0463
 RS0463;                    North         East     Units Scale Factor Converg.
 RS0463;SPC ND S     -    46,258.133   336,119.301   MT  1.00003336   -2 29 12.3
 RS0463;SPC ND S     -   151,765.53  1,102,753.61   iFT  1.00003336   -2 29 12.3
 RS0463;SPC SD N     -   251,567.615   297,427.092   MT  1.00008579   -2 46 00.6
 RS0463;SPC SD N     -   825,351.42    975,808.72   sFT  1.00008579   -2 46 00.6
 RS0463;SPC MT       -   213,387.276 1,032,254.589   MT  0.99953789   +4 05 22.4
 RS0463;SPC MT       -   700,089.49  3,386,662.04   iFT  0.99953789   +4 05 22.4
 RS0463;UTM  13      - 5,098,102.227   584,399.591   MT  0.99968757   +0 47 05.9
 RS0463
 RS0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0463!SPC ND S     -   0.99985348  x   1.00003336  =   0.99988683
 RS0463!SPC SD N     -   0.99985348  x   1.00008579  =   0.99993925
 RS0463!SPC MT       -   0.99985348  x   0.99953789  =   0.99939143
 RS0463!UTM  13      -   0.99985348  x   0.99968757  =   0.99954109
 RS0463
 RS0463|---------------------------------------------------------------------|
 RS0463| PID    Reference Object                     Distance      Geod. Az  |
 RS0463|                                                           dddmmss.s |
 RS0463| CQ8201 DALE RM 2                             5.223 METERS 00236     |
 RS0463| CQ8199 DALE AZ MK                                         0092237.3 |
 RS0463| CQ8200 DALE RM 1                             4.934 METERS 26902     |
 RS0463|---------------------------------------------------------------------|
 RS0463
 RS0463                          SUPERSEDED SURVEY CONTROL
 RS0463
 RS0463  NAD 83(1996)-  46 01 52.63560(N)    103 54 33.85042(W) AD(       ) 1
 RS0463  NAD 83(1996)-  46 01 52.63456(N)    103 54 33.84865(W) AD(       ) 1
 RS0463  NAD 83(1986)-  46 01 52.62640(N)    103 54 33.84414(W) AD(       ) 1
 RS0463  NAD 27      -  46 01 52.62500(N)    103 54 32.09200(W) AD(       ) 1
 RS0463  NGVD 29 (07/19/86)  949.9    (m)         3116.     (f) VERT ANG       
 RS0463
 RS0463.Superseded values are not recommended for survey control.
 RS0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0463.See file dsdata.txt to determine how the superseded data were derived.
 RS0463
 RS0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEL8440098102(NAD 83)
 RS0463_MARKER: DS = TRIANGULATION STATION DISK
 RS0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0463
 RS0463  HISTORY     - Date     Condition        Report By
 RS0463  HISTORY     - 1949     MONUMENTED       CGS
 RS0463  HISTORY     - 1973     GOOD             USGS
 RS0463
 RS0463                          STATION DESCRIPTION
 RS0463
 RS0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0463'STATION IS ABOUT 19 MILES SOUTHWEST OF RHAME, AT THE EXTREME
 RS0463'WEST END OF A PROMINENT RIDGE, WHICH IS THE HIGHEST POINT IN THE
 RS0463'IMMEDIATE VICINITY, AND ON LAND OWNED BY LEWIS ROSENTHAL.
 RS0463'
 RS0463'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RHAME, GO SOUTH
 RS0463'ON A GRAVEL ROAD 3.65 MILES TO A FORK, BEAR RIGHT AND CONTINUE
 RS0463'SOUTH 2.25 MILES TO A T-ROAD RIGHT, TURN RIGHT, GO WEST 4.65
 RS0463'MILES TO A CROSSROADS AND A SCHOOL HOUSE, TURN LEFT, GO SOUTH
 RS0463'2.0 MILES TO A T-ROAD RIGHT, TURN RIGHT, GO WEST AND SOUTH 9.7
 RS0463'MILES TO A SCHOOL HOUSE ON THE LEFT, CONTINUE SOUTH 1.9 MILES
 RS0463'TO A CROSSROADS, TURN RIGHT, GO WEST 1.0 MILE TO THE AZIMUTH
 RS0463'MARK ON THE LEFT, TURN LEFT, GO SOUTHWEST 0.3 MILE TO THE
 RS0463'STATION.
 RS0463'
 RS0463'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DALE
 RS0463'1949.
 RS0463'
 RS0463'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RS0463'DALE NO 1 1949.
 RS0463'
 RS0463'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RS0463'DALE NO 2 1949.
 RS0463'
 RS0463'THE AZIMUTH MARK IS 0.3 MILE FROM THE STATION.  IT IS 66 FEET
 RS0463'WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 4 FEET EAST
 RS0463'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RS0463'STAMPED DALE 1949.
 RS0463'
 RS0463'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH SQUARE
 RS0463'CONCRETE POSTS.
 RS0463'
 RS0463'STATIONS DAHL, MONKOTAS, BLASER, ANTELOPE, NEBO AND TABLE 1912
 RS0463'ARE VISIBLE FROM THE GROUND.
 RS0463
 RS0463                          STATION RECOVERY (1973)
 RS0463
 RS0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 RS0463'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HWY. 12 IN
 RS0463'MARMATH, S.D., GO WEST ON U.S. HWY. 12 FOR 0.4 MI. TO A GRAVEL
 RS0463'ROAD LEFT LEADING TO CAMP CROOK, S.D., TURN LEFT AND GO SOUTHWEST
 RS0463'AND THEN SOUTH ON MAIN GRAVEL ROAD FOR 11.4 MI. TO A SCHOOL
 RS0463'HOUSE ON THE LEFT, CONTINUE SOUTH ON MAIN GRAVEL ROAD FOR 6.45
 RS0463'MI. TO A T RD. E, TURN LEFT AND GO EAST ON MAIN ROAD FOR 0.4
 RS0463'MI. TO A FORD ACROSS THE LITTLE MISSOURI RIVER, CONTINUE EAST
 RS0463'ON MAIN ROAD PASSING THRU A RANCH YARD FOR 3.15 MI. TO A T RD.
 RS0463'W., TURN RIGHT AND GO SOUTH ON MAIN ROAD FOR 1.5 MI. TO A
 RS0463'TRACK ROAD WEST, TURN RIGHT AND GO WEST ON TRACK ROAD FOR 0.95
 RS0463'MI. TO A DIM FORK, TAKE RIGHT FORK ALONG TOP OF RIDGE
 RS0463'AND GO WEST FOR 0.2 MI. TO THE END OF THE RIDGE AND THE
 RS0463'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1941 ***********************************************************************
 TE1941  DESIGNATION -  DANIEL
 TE1941  PID         -  TE1941
 TE1941  STATE/COUNTY-  ND/TOWNER
 TE1941  USGS QUAD   -  BIG COULEE DAM (1971)
 TE1941
 TE1941                         *CURRENT SURVEY CONTROL
 TE1941  ___________________________________________________________________
 TE1941* NAD 83(1996)-  48 44 47.00045(N)    099 21 41.96827(W)     ADJUSTED  
 TE1941* NAVD 88     -       504.1    (meters)    1654.     (feet)  VERTCON   
 TE1941  ___________________________________________________________________
 TE1941  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 TE1941  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 TE1941
 TE1941  HORZ ORDER  -  SECOND
 TE1941
 TE1941.The horizontal coordinates were established by classical geodetic methods
 TE1941.and adjusted by the National Geodetic Survey in January 1998..
 TE1941
 TE1941.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1941
 TE1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1941
 TE1941.The geoid height was determined by GEOID03.
 TE1941
 TE1941;                    North         East     Units Scale Factor Converg.
 TE1941;SPC ND N     -   194,792.394   683,713.784   MT  1.00000261   +0 50 49.5
 TE1941;SPC ND N     -   639,082.66  2,243,155.46   iFT  1.00000261   +0 50 49.5
 TE1941;UTM  14      - 5,399,326.757   473,413.411   MT  0.99960868   -0 16 18.8
 TE1941
 TE1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1941!SPC ND N     -   0.99992456  x   1.00000261  =   0.99992717
 TE1941!UTM  14      -   0.99992456  x   0.99960868  =   0.99953327
 TE1941
 TE1941:                Primary Azimuth Mark                     Grid Az
 TE1941:SPC ND N     -  ROCK LAKE MUNICIPAL WATER TANK           058 20 17.1
 TE1941:UTM  14      -  ROCK LAKE MUNICIPAL WATER TANK           059 27 25.4
 TE1941
 TE1941|---------------------------------------------------------------------|
 TE1941| PID    Reference Object                     Distance      Geod. Az  |
 TE1941|                                                           dddmmss.s |
 TE1941| TE1902 ROCK LAKE MUNICIPAL WATER TANK      APPROX. 9.8 KM 0591106.6 |
 TE1941| CO7519 DANIEL RM 1                          15.430 METERS 18001     |
 TE1941| CO7520 DANIEL RM 2                          17.079 METERS 35959     |
 TE1941|---------------------------------------------------------------------|
 TE1941
 TE1941                          SUPERSEDED SURVEY CONTROL
 TE1941
 TE1941  NAD 83(1986)-  48 44 47.00033(N)    099 21 41.94957(W) AD(       ) 2
 TE1941  NAD 27      -  48 44 46.97891(N)    099 21 40.44023(W) AD(       ) 2
 TE1941  NGVD 29 (07/19/86)  503.7    (m)         1653.     (f) VERT ANG       
 TE1941
 TE1941.Superseded values are not recommended for survey control.
 TE1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1941.See file dsdata.txt to determine how the superseded data were derived.
 TE1941
 TE1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7341399327(NAD 83)
 TE1941_MARKER: DD = SURVEY DISK
 TE1941_SETTING: 0 = UNSPECIFIED SETTING
 TE1941
 TE1941  HISTORY     - Date     Condition        Report By
 TE1941  HISTORY     - 1968     MONUMENTED       USGS
 TE1941
 TE1941                          STATION DESCRIPTION
 TE1941
 TE1941'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1941'THE STATION IS ABOUT 6.2 MI SW. OF ROCK LAKE, NEAR THE QUARTER COR.
 TE1941'BETWEEN SECS. 20 AND 29, T. 161 N., R. 67 W., 294 FT S. OF GRAVEL
 TE1941'RD. ON A SMALL KNOLL.  IT IS THE HIGHEST KNOLL IN VICINITY.
 TE1941'
 TE1941'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HWY. 281 AND
 TE1941'STATE HWY. 5 ON THE W. EDGE OF ROCK LAKE, GO S. ON U. S. HWY. 281
 TE1941'FOR 3.4 MI TO A CROSSROADS, TURN RIGHT AND GO 4.5 MI W. TO A FIELD
 TE1941'ENTRANCE ON THE LEFT, STOP AT FIELD ENTRANCE AND WALK 294 FT S.
 TE1941'TO STATION ON SMALL KNOLL.
 TE1941'
 TE1941'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1941'ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1941'TO WITHIN 1 IN. OF CAP, STAMPED ET DANIEL 1968, AND IS 294 FT S.
 TE1941'AND 10 FT E. CENTER OF RD. AT FIELD ENTRANCE S., 2 FT W. OF FENCE,
 TE1941'1.5 FT W. OF USGS WITNESS POST, THE STATION IS FLUSH WITH THE
 TE1941'GROUND.
 TE1941'
 TE1941'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1941'COATED ROD AND SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 TE1941'WITH GRAVEL TO WITHIN 1 IN. OF CAP, IS S. OF THE STATION, STAMPED
 TE1941'DANIEL NO 1 1968, IS 2 FT W. OF THE FENCE, THE MARK IS FLUSH WITH
 TE1941'THE GROUND.
 TE1941'
 TE1941'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1941'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1941'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DANIEL NO 2 1968, IS N. OF
 TE1941'THE STATION, 237 FT S. AND 10 FT E. OF CENTER OF RD. AT FIELD
 TE1941'ENTRANCE S., 2 FT W. OF FENCE, THE MARK IS FLUSH WITH THE GROUND.
 TE1941'
 TE1941'NO AZIMUTH MARK SET.
 TE1941'
 TE1941'REFERENCE AZIMUTH USED - ROCK LAKE MWT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0740 ***********************************************************************
 RQ0740  DESIGNATION -  DANZIG
 RQ0740  PID         -  RQ0740
 RQ0740  STATE/COUNTY-  ND/MCINTOSH
 RQ0740  USGS QUAD   -  DANZIG (1982)
 RQ0740
 RQ0740                         *CURRENT SURVEY CONTROL
 RQ0740  ___________________________________________________________________
 RQ0740* NAD 83(1996)-  46 09 33.25660(N)    099 22 37.18776(W)     ADJUSTED  
 RQ0740* NAVD 88     -       655.7    (meters)    2151.     (feet)  VERTCON   
 RQ0740  ___________________________________________________________________
 RQ0740  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 RQ0740  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 RQ0740
 RQ0740  HORZ ORDER  -  FIRST
 RQ0740
 RQ0740.The horizontal coordinates were established by classical geodetic methods
 RQ0740.and adjusted by the National Geodetic Survey in January 1998..
 RQ0740
 RQ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0740
 RQ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0740
 RQ0740.The geoid height was determined by GEOID03.
 RQ0740
 RQ0740;                    North         East     Units Scale Factor Converg.
 RQ0740;SPC ND S     -    55,372.805   686,739.126   MT  1.00000482   +0 49 08.8
 RQ0740;SPC ND S     -   181,669.31  2,253,081.12   iFT  1.00000482   +0 49 08.8
 RQ0740;UTM  14      - 5,111,809.238   470,892.143   MT  0.99961042   -0 16 18.9
 RQ0740
 RQ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0740!SPC ND S     -   0.99990083  x   1.00000482  =   0.99990565
 RQ0740!UTM  14      -   0.99990083  x   0.99961042  =   0.99951129
 RQ0740
 RQ0740:                Primary Azimuth Mark                     Grid Az
 RQ0740:SPC ND S     -  DANZIG AZ MK                             133 00 59.4
 RQ0740:UTM  14      -  DANZIG AZ MK                             134 06 27.1
 RQ0740
 RQ0740|---------------------------------------------------------------------|
 RQ0740| PID    Reference Object                     Distance      Geod. Az  |
 RQ0740|                                                           dddmmss.s |
 RQ0740| CO5531 DANZIG AZ MK                                       1335008.2 |
 RQ0740| CO5532 DANZIG RM 1                          77.002 METERS 24825     |
 RQ0740| CO5533 DANZIG RM 2                          97.201 METERS 31241     |
 RQ0740|---------------------------------------------------------------------|
 RQ0740
 RQ0740                          SUPERSEDED SURVEY CONTROL
 RQ0740
 RQ0740  NAD 83(1986)-  46 09 33.25850(N)    099 22 37.18237(W) AD(       ) 1
 RQ0740  NAD 27      -  46 09 33.36600(N)    099 22 35.78100(W) AD(       ) 1
 RQ0740  NGVD 29 (07/19/86)  655.3    (m)         2150.     (f) VERT ANG       
 RQ0740
 RQ0740.Superseded values are not recommended for survey control.
 RQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0740.See file dsdata.txt to determine how the superseded data were derived.
 RQ0740
 RQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS7089211809(NAD 83)
 RQ0740_MARKER: DS = TRIANGULATION STATION DISK
 RQ0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0740
 RQ0740  HISTORY     - Date     Condition        Report By
 RQ0740  HISTORY     - 1934     MONUMENTED       CGS
 RQ0740  HISTORY     - 1959     GOOD             CGS
 RQ0740  HISTORY     - 1975     GOOD             USGS
 RQ0740
 RQ0740                          STATION DESCRIPTION
 RQ0740
 RQ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0740'STATION IS LOCATED IN THE SW 1/4 SEC. 18, T 131 N, R 69 W,
 RQ0740'ABOUT 8.5 MILES N OF ASHLEY, ABOUT 5.0 MILES E AND 1.0 MILE
 RQ0740'N OF DANZIG.  IT IS 237.0 FEET E OF FENCE AND 267.5 FEET E
 RQ0740'OF CENTER LINE SECTION LINE ROAD.
 RQ0740'
 RQ0740'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0740'BRONZE DISKS SET IN CONCRETE.
 RQ0740'
 RQ0740'REFERENCE MARK NO. 1 IS LOCATED 252.63 FEET SW BY W OF STATION,
 RQ0740'1.5 FEET E OF FENCE, 32.0 FEET E OF CENTER LINE SECTION LINE
 RQ0740'ROAD.
 RQ0740'
 RQ0740'REFERENCE MARK NO. 2 IS LOCATED 318.90 FEET NW OF STATION,
 RQ0740'0.8 FOOT E OF FENCE, 31.3 FEET E OF CENTER LINE SECTION
 RQ0740'LINE ROAD.
 RQ0740'
 RQ0740'AZIMUTH MARK IS LOCATED 0.5 MILE SE OF STATION, 0.5 FOOT SE
 RQ0740'OF FENCE, 154.6 FEET N OF WOODEN BARN YARD FENCE CORNER.  TO
 RQ0740'REACH MARK FROM STATION, GO W ACROSS FIELD 0.05 MILE TO ROAD,
 RQ0740'THENCE LEFT, S, 0.35 MILE, THENCE LEFT, E, 0.3 MILE TO FARMHOUSE
 RQ0740'OF MR. MIES, THENCE LEFT, N, 0.1 MILE PASSING BARN, TO MARK
 RQ0740'ON E SIDE.
 RQ0740'
 RQ0740'TO REACH STATION FROM ASHLEY, GO N ON STATE HIGHWAY 3 FOR 8.7
 RQ0740'MILES THENCE RIGHT, E, 1.0 MILE, THENCE LEFT, N, 1.05 MILES
 RQ0740'THENCE RIGHT, E, 0.05 MILE TO STATION.
 RQ0740'
 RQ0740'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 21.7 METERS.
 RQ0740
 RQ0740                          STATION RECOVERY (1959)
 RQ0740
 RQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0740'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0740'CONDITION.
 RQ0740'
 RQ0740'TO REACH THE STATION FROM DANZIG, FROM THE RAILROAD CROSSING
 RQ0740'IN THE NORTH EDGE OF TOWN, GO EAST FOR ABOUT 4.0 MILES TO
 RQ0740'A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON A SECTION-LINE
 RQ0740'ROAD FOR 1.05 MILES TO TOP OF GRADE.  THE STATION IS ABOUT
 RQ0740'0.05 MILE NORTHEAST OF THIS POINT.
 RQ0740
 RQ0740                          STATION RECOVERY (1975)
 RQ0740
 RQ0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0740'STATION,REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0739 ***********************************************************************
 RQ0739  DESIGNATION -  DANZIG EVAN LUTH CHRIST KIRCHE
 RQ0739  PID         -  RQ0739
 RQ0739  STATE/COUNTY-  ND/MCINTOSH
 RQ0739  USGS QUAD   -  DANZIG (1982)
 RQ0739
 RQ0739                         *CURRENT SURVEY CONTROL
 RQ0739  ___________________________________________________________________
 RQ0739* NAD 83(1996)-  46 08 26.41543(N)    099 28 20.56099(W)     ADJUSTED  
 RQ0739* NAVD 88     -                                                        
 RQ0739  ___________________________________________________________________
 RQ0739  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 RQ0739  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RQ0739
 RQ0739  HORZ ORDER  -  THIRD
 RQ0739
 RQ0739.The horizontal coordinates were established by classical geodetic methods
 RQ0739.and adjusted by the National Geodetic Survey in January 1998..
 RQ0739
 RQ0739
 RQ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0739
 RQ0739.The geoid height was determined by GEOID03.
 RQ0739
 RQ0739;                    North         East     Units Scale Factor Converg.
 RQ0739;SPC ND S     -    53,208.320   679,399.441   MT  1.00000866   +0 44 58.3
 RQ0739;SPC ND S     -   174,567.98  2,229,000.79   iFT  1.00000866   +0 44 58.3
 RQ0739;UTM  14      - 5,109,785.638   463,515.494   MT  0.99961636   -0 20 26.2
 RQ0739
 RQ0739                          SUPERSEDED SURVEY CONTROL
 RQ0739
 RQ0739  NAD 83(1986)-  46 08 26.41548(N)    099 28 20.55528(W) AD(       ) 4
 RQ0739  NAD 27      -  46 08 26.51000(N)    099 28 19.15000(W) AD(       ) 3
 RQ0739
 RQ0739.Superseded values are not recommended for survey control.
 RQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0739.See file dsdata.txt to determine how the superseded data were derived.
 RQ0739
 RQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS6351509786(NAD 83)
 RQ0739_MARKER: 90 = CHURCH SPIRE
 RQ0739
 RQ0739  HISTORY     - Date     Condition        Report By
 RQ0739  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0739
 RQ0739                          STATION DESCRIPTION
 RQ0739
 RQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0739'POINT OBSERVED UPON IS THE TIP OF SPIRE ATOP THE FRAME EVANGELICAL
 RQ0739'LUTHERAN CHRISTUS KIRCHE CHURCH ERECTED IN 1917 AND LOCATED
 RQ0739'IN THE E PORTION OF DANZIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0770 ***********************************************************************
 RP0770  DESIGNATION -  DAVENPORT
 RP0770  PID         -  RP0770
 RP0770  STATE/COUNTY-  ND/CASS
 RP0770  USGS QUAD   -  KINDRED (1959)
 RP0770
 RP0770                         *CURRENT SURVEY CONTROL
 RP0770  ___________________________________________________________________
 RP0770* NAD 83(1996)-  46 41 22.72383(N)    097 00 39.59928(W)     ADJUSTED  
 RP0770* NAVD 88     -       283.67   (+/-2cm)     930.7    (feet)  VERTCON   
 RP0770  ___________________________________________________________________
 RP0770  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 RP0770  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RP0770
 RP0770  HORZ ORDER  -  SECOND
 RP0770  VERT ORDER  -  THIRD ? (See Below)
 RP0770
 RP0770.The horizontal coordinates were established by classical geodetic methods
 RP0770.and adjusted by the National Geodetic Survey in January 1998..
 RP0770
 RP0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0770.The vertical order pertains to the NGVD 29 superseded value.
 RP0770
 RP0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0770
 RP0770.The geoid height was determined by GEOID03.
 RP0770
 RP0770;                    North         East     Units Scale Factor Converg.
 RP0770;SPC ND S     -   119,636.335   866,788.035   MT  0.99993904   +2 32 41.3
 RP0770;SPC ND S     -   392,507.66  2,843,792.77   iFT  0.99993904   +2 32 41.3
 RP0770;UTM  14      - 5,172,597.712   652,086.504   MT  0.99988431   +1 26 51.3
 RP0770
 RP0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0770!SPC ND S     -   0.99995968  x   0.99993904  =   0.99989872
 RP0770!UTM  14      -   0.99995968  x   0.99988431  =   0.99984399
 RP0770
 RP0770:                Primary Azimuth Mark                     Grid Az
 RP0770:SPC ND S     -  DAVENPORT AZ MK                          004 17 21.7
 RP0770:UTM  14      -  DAVENPORT AZ MK                          005 23 11.7
 RP0770
 RP0770|---------------------------------------------------------------------|
 RP0770| PID    Reference Object                     Distance      Geod. Az  |
 RP0770|                                                           dddmmss.s |
 RP0770| CO5540 DAVENPORT AZ MK                                    0065003.0 |
 RP0770| CO5541 DAVENPORT RM 1                       33.287 METERS 02204     |
 RP0770| CO5542 DAVENPORT RM 2                       41.108 METERS 25715     |
 RP0770|---------------------------------------------------------------------|
 RP0770
 RP0770                          SUPERSEDED SURVEY CONTROL
 RP0770
 RP0770  NAD 83(1986)-  46 41 22.72332(N)    097 00 39.58975(W) AD(       ) 2
 RP0770  NAD 27      -  46 41 22.83800(N)    097 00 38.26800(W) AD(       ) 2
 RP0770  NGVD 29 (07/19/86)  283.38   (m)          929.7    (f) LEVELING    3  
 RP0770
 RP0770.Superseded values are not recommended for survey control.
 RP0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0770.See file dsdata.txt to determine how the superseded data were derived.
 RP0770
 RP0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5208772598(NAD 83)
 RP0770_MARKER: DS = TRIANGULATION STATION DISK
 RP0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0770
 RP0770  HISTORY     - Date     Condition        Report By
 RP0770  HISTORY     - 1954     MONUMENTED       CGS
 RP0770  HISTORY     - 1962     GOOD             CGS
 RP0770
 RP0770                          STATION DESCRIPTION
 RP0770
 RP0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0770'THE STATION IS LOCATED IN MR. RICHARD BRATTENS FARMYARD.  IT
 RP0770'IS 7 MILES SOUTHWEST OF HORACE, 3 MILES NORTH OF KINDRED, AND
 RP0770'3 MILES SOUTHEAST OF DAVENPORT.
 RP0770'
 RP0770'REACHED FROM THE FIRE HOUSE IN DAVENPORT BY GOING NORTH ON THE
 RP0770'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT, EAST, AND GO
 RP0770'2.9 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH, AND GO 0.9 MILE
 RP0770'TO MR. BRATTENS FARMHOUSE AND STATION ON THE RIGHT.
 RP0770'
 RP0770'THE STATION MARK IS 89 FEET WEST OF THE APPROXIMATE CENTER OF
 RP0770'A GRAVELED ROAD, 50 FEET NORTHWEST OF A FENCE CORNER-POST, 42
 RP0770'FEET WEST OF A WIRE FENCE, AND THE MARK IS LEVEL WITH THE GROUND
 RP0770'SURFACE.  THE DISK IS STAMPED DAVENPORT 1954.
 RP0770'
 RP0770'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 47 FEET WEST OF
 RP0770'THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 1 FOOT WEST OF THE
 RP0770'FENCE, AND PROJECTS 2 INCHES.  THE DISK IS STAMPED DAVENPORT
 RP0770'NO 1 1954.
 RP0770'
 RP0770'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 12 FEET SOUTHEAST
 RP0770'OF A 14-INCH COTTON-WOOD TREE, 1 FOOT NORTH OF A WIRE FENCE,
 RP0770'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED DAVENPORT NO 2 1954.
 RP0770'
 RP0770'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE NORTH OF THE STATION,
 RP0770'IS 65 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RP0770'2 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT SOUTH OF A TELEPHONE
 RP0770'POLE, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED DAVENPORT
 RP0770'1954.
 RP0770'
 RP0770'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RP0770
 RP0770                          STATION RECOVERY (1962)
 RP0770
 RP0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP0770'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0770'CONDITION.  THE RIGHT-OF-WAY FENCE HAS BEEN MOVED WEST SO THE
 RP0770'STATION MARK IS ABOUT 34 FEET WEST OF THE FENCE AND R.M. NO.
 RP0770'1 IS ABOUT 7 FEET EAST.
 RP0770'
 RP0770'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 RP0770'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0852 ***********************************************************************
 RR0852  DESIGNATION -  DAVENPORT
 RR0852  PID         -  RR0852
 RR0852  STATE/COUNTY-  ND/BURLEIGH
 RR0852  USGS QUAD   -  SUGARLOAF BUTTE (1976)
 RR0852
 RR0852                         *CURRENT SURVEY CONTROL
 RR0852  ___________________________________________________________________
 RR0852* NAD 83(1996)-  46 43 29.46507(N)    100 38 00.35438(W)     ADJUSTED  
 RR0852* NAVD 88     -       613.2    (meters)    2012.     (feet)  VERTCON   
 RR0852  ___________________________________________________________________
 RR0852  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 RR0852  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RR0852
 RR0852  HORZ ORDER  -  FIRST
 RR0852
 RR0852.The horizontal coordinates were established by classical geodetic methods
 RR0852.and adjusted by the National Geodetic Survey in January 1998..
 RR0852
 RR0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0852
 RR0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0852
 RR0852.The geoid height was determined by GEOID03.
 RR0852
 RR0852;                    North         East     Units Scale Factor Converg.
 RR0852;SPC ND S     -   117,632.699   589,800.374   MT  0.99993768   -0 05 50.4
 RR0852;SPC ND S     -   385,934.05  1,935,040.60   iFT  0.99993768   -0 05 50.4
 RR0852;UTM  14      - 5,175,884.136   375,182.334   MT  0.99979149   -1 11 21.9
 RR0852
 RR0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0852!SPC ND S     -   0.99990726  x   0.99993768  =   0.99984495
 RR0852!UTM  14      -   0.99990726  x   0.99979149  =   0.99969877
 RR0852
 RR0852:                Primary Azimuth Mark                     Grid Az
 RR0852:SPC ND S     -  MENOKEN RADIO STA KFYR MAST              025 18 40.1
 RR0852:UTM  14      -  MENOKEN RADIO STA KFYR MAST              026 24 11.6
 RR0852
 RR0852|---------------------------------------------------------------------|
 RR0852| PID    Reference Object                     Distance      Geod. Az  |
 RR0852|                                                           dddmmss.s |
 RR0852| RR0835 MENOKEN RADIO STA KFYR MAST         APPROX.16.0 KM 0251249.7 |
 RR0852| CO5538 DAVENPORT RM 1                       24.665 METERS 08316     |
 RR0852| RR0843 ABERDEEN MINOT AMBER 4 BCN 47       APPROX.15.3 KM 1391243.5 |
 RR0852| CO5537 DAVENPORT AZ MK                                    2505217.6 |
 RR0852| RR0883 MANDAN OCCIDENT FLOUR MILL TK       APPROX.22.8 KM 2964130.7 |
 RR0852| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX.15.6 KM 3133823.0 |
 RR0852| CO5539 DAVENPORT RM 2                       27.536 METERS 33054     |
 RR0852|---------------------------------------------------------------------|
 RR0852
 RR0852                          SUPERSEDED SURVEY CONTROL
 RR0852
 RR0852  NAD 83(1986)-  46 43 29.45665(N)    100 38 00.33780(W) AD(       ) 1
 RR0852  NAD 27      -  46 43 29.47900(N)    100 37 58.89600(W) AD(       ) 1
 RR0852  NGVD 29 (07/19/86)  612.8    (m)         2010.     (f) VERT ANG       
 RR0852
 RR0852.Superseded values are not recommended for survey control.
 RR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0852.See file dsdata.txt to determine how the superseded data were derived.
 RR0852
 RR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7518275884(NAD 83)
 RR0852_MARKER: DS = TRIANGULATION STATION DISK
 RR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0852_STAMPING: DAVENPORT 1934
 RR0852_MARK LOGO: CGS   
 RR0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0852+STABILITY: SURFACE MOTION
 RR0852
 RR0852  HISTORY     - Date     Condition        Report By
 RR0852  HISTORY     - 1934     MONUMENTED       CGS
 RR0852  HISTORY     - 1945     GOOD             CGS
 RR0852  HISTORY     - 1948     GOOD             CGS
 RR0852  HISTORY     - 1957     GOOD             CGS
 RR0852  HISTORY     - 1960     GOOD             CGS
 RR0852  HISTORY     - 1965     GOOD             CGS
 RR0852  HISTORY     - 19940718 GOOD             NDHD
 RR0852
 RR0852                          STATION DESCRIPTION
 RR0852
 RR0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0852'STATION IS ABOUT 9 MILES SE OF BISMARCK AND IS IN THE SW 1/4
 RR0852'SEC. 34, T 138 N, R 79 W.  IT IS ON THE HIGHEST POINT OF A
 RR0852'HILL WHICH IS ABOUT 1/4 MILE NE OF O.G. DAVENPORTS FARMHOUSE.
 RR0852'THERE IS ANOTHER HILL OF EQUAL HEIGHT ABOUT 1/4 MILE E OF THE
 RR0852'STATION.
 RR0852'
 RR0852'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0852'BRONZE DISKS SET IN CONCRETE.
 RR0852'
 RR0852'REFERENCE MARK NO. 1 IS E OF THE STATION.  REFERENCE MARK NO.
 RR0852'2 IS NNW OF THE STATION.
 RR0852'
 RR0852'THE AZIMUTH MARK IS ABOUT 0.7 MILE SW OF THE STATION.  IT IS
 RR0852'ABOUT 0.15 MILE E OF A SECTION CORNER.  IT IS 24 FEET N OF THE
 RR0852'CENTER OF THE ROAD AND 26 FEET E OF A FENCE CORNER POST.
 RR0852'
 RR0852'THE STATION IS REACHED FROM THE BISMARCK POST OFFICE BY GOING
 RR0852'S ONE BLOCK TO U.S. HIGHWAY 10.  TAKE HIGHWAY 10, E, 6.7 MILES
 RR0852'TO A SECTION-LINE ROAD LEADING TO THE S.  TAKE THIS ROAD S
 RR0852'5.0 MILES.  TURN E ON GRADED ROAD AND GO 0.5 MILE.  TURN N
 RR0852'INTO FARMYARD.  DRIVE N THROUGH YARD GATES AND NE UP THE HILL
 RR0852'TO THE HIGHEST POINT AND THE STATION.
 RR0852'
 RR0852'A 4-FOOT STAND WAS ERECTED.
 RR0852
 RR0852                          STATION RECOVERY (1945)
 RR0852
 RR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0852'STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND ALL
 RR0852'MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RR0852'
 RR0852'THE STATION IS LOCATED ABOUT 9 MILES SE OF THE CITY OF BISMARCK
 RR0852'AND 0.25 MILE NE OF THE O.G. DAVENPORT FARMHOUSE.  IT IS ON
 RR0852'THE SUMMIT OF A HILL.  THE MARK PROJECTS 2 INCHES AND THE DISK
 RR0852'IS STAMPED DAVENPORT 1934.
 RR0852'
 RR0852'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 RR0852'DISKS SET IN CONCRETE.
 RR0852'
 RR0852'AZIMUTH MARK IS 0.7 MILE SW OF THE STATION, ABOUT 100 YARDS
 RR0852'SE OF A FARMHOUSE PAINTED WHITE, 46 FEET S OF THE APPROXIMATE
 RR0852'CENTER LINE OF A GRADED DIRT ROAD, 28 FEET E OF A FENCE
 RR0852'CORNERPOST, AND 2 FEET S OF AN E-W FENCE LINE.  THE MARK PROJECTS
 RR0852'1 INCH AND THE DISK IS STAMPED DAVENPORT 1934.
 RR0852'
 RR0852'REFERENCE MARK 1 IS 24.668 METERS (80.93 FEET) E OF THE STATION.
 RR0852'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED DAVENPORT
 RR0852'NO 1 1934.
 RR0852'
 RR0852'REFERENCE MARK 2 IS 27.537 METERS (90.34 FEET) NNW OF THE
 RR0852'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0852'DAVENPORT NO 2 1934.
 RR0852'
 RR0852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 RR0852'AND 10 IN THE CITY OF BISMARCK, GO E ON U.S. HIGHWAY 83 AND
 RR0852'10 FOR 6.5 MILES TO A GRAVELED T-ROAD RIGHT, TURN RIGHT AND
 RR0852'GO S 5.0 MILES TO A DIRT T-ROAD LEFT, TURN LEFT AND GO 0.15
 RR0852'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 RR0852'ON E FOR 0.3 MILE TO THE O.G. DAVENPORT FARM DRIVEWAY ON THE
 RR0852'LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.2 MILE TO THE FARMHOUSE
 RR0852'ON THE LEFT.  PASS THROUGH WIRE GATE JUST E OF FARM WATER WELL
 RR0852'AND GO N AND NE TO THE SUMMIT OF THE HILL AND STATION AS
 RR0852'DESCRIBED.
 RR0852'
 RR0852'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 RR0852
 RR0852                          STATION RECOVERY (1948)
 RR0852
 RR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0852'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 BY W.R.P. AND
 RR0852'ALL MARKS WERE FOUND IN GOOD CONDITION.  A SLIGHT VARIATION
 RR0852'WAS FOUND IN THE MEASUREMENT TO REFERENCE MARK NO. 1, AND A
 RR0852'CLOSE CHECK WAS MADE AT THE TIME OF OBSERVATIONS.
 RR0852'
 RR0852'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0852'BRONZE DISKS SET IN CONCRETE.
 RR0852'A COMPLETE DESCRIPTION FOLLOWS.
 RR0852'
 RR0852'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF BISMARCK, 4
 RR0852'MILES NORTHEAST OF THE MISSOURI RIVER, 0.25 MILE NORTHEAST OF
 RR0852'THE DAVENPORT FARMHOUSE, AND ON LAND OWNED BY O.G. DAVENPORT.
 RR0852'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED DAVENPORT
 RR0852'1934.
 RR0852'
 RR0852'REFERENCE MARK NO. 1 IS 24.665 METERS (80.92 FEET) EAST OF
 RR0852'THE STATION.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RR0852'DAVENPORT NO 1 1934.
 RR0852'
 RR0852'REFERENCE MARK NO. 2 IS 27.536 METERS (90.34 FEET) NORTH-NORTHEAST
 RR0852'OF THE STATION.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 RR0852'STAMPED DAVENPORT NO 2 1934.
 RR0852'
 RR0852'THE AZIMUTH MARK IS 0.7 MILE SOUTHWEST OF THE STATION, 0.15
 RR0852'MILE EAST OF A SECTION CORNER AND CROSSROAD, 42 FEET NORTH OF
 RR0852'THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD, 26 FEET
 RR0852'EAST OF A FENCE CORNER, AND 1.5 FEET NORTH OF THE NORTH EDGE
 RR0852'OF THE ROAD BANK.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 RR0852'STAMPED DAVENPORT AZIMUTH 1934.
 RR0852'
 RR0852'TO REACH THE STATION FROM THE BISMARCK POST OFFICE, GO SOUTH
 RR0852'1 BLOCK TO U.S. HIGHWAY 10, TURN LEFT ON U.S. HIGHWAY 10 AND
 RR0852'GO EAST FOR 6.7 MILES TO A GRAVELED T ROAD RIGHT, TURN RIGHT
 RR0852'AND GO SOUTH FOR 5 MILES TO A CROSSROAD, TURN LEFT AND GO 0.15
 RR0852'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 RR0852'ON EAST FOR 0.35 MILE TO THE DAVENPORT FARM DRIVEWAY ON THE
 RR0852'LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.1 MILE TO GATE NEAR
 RR0852'FARMHOUSE, PASS THROUGH GATE AND GO NORTH AND EAST FOR 0.25
 RR0852'MILE TO SUMMIT OF HILL AND STATION.
 RR0852'
 RR0852'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 RR0852
 RR0852                          STATION RECOVERY (1957)
 RR0852
 RR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0852'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0852'CONDITION.  A SMALL RADAR STATION HAS BEEN ERECTED ABOUT 0.2
 RR0852'MILE EAST-SOUTHEAST OF THE STATION AND AT A SLIGHTLY LOWER
 RR0852'ELEVATION.  THE 1948 DESCRIPTION TO REACH THE STATION IS
 RR0852'ADEQUATE.
 RR0852
 RR0852                          STATION RECOVERY (1960)
 RR0852
 RR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 RR0852'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 RR0852'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 RR0852'DESTROYED.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO REACH.
 RR0852'A NEW TO REACH FOLLOWS--
 RR0852'
 RR0852'TO REACH THE STATION FROM THE BISMARK POST OFFICE, GO SOUTH
 RR0852'ONE BLOCK TO U.S. HIGHWAY NO. 10.  TURN LEFT AND GO EAST ON
 RR0852'U.S. HIGHWAY NO. 10 FOR 5.6 MILES TO CROSSROADS.  TURN RIGHT
 RR0852'AND GO SOUTH ON A GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS.
 RR0852'TURN LEFT AND GO EAST ON A BLACK TOP ROAD (OLD U.S. HIGHWAY
 RR0852'NO. 10) FOR 0.9 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 RR0852'AND GO SOUTH ON A GRAVEL ROAD FOR 4.8 MILES TO A SIDE ROAD
 RR0852'ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 1.0
 RR0852'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT AND GO NORTH ON
 RR0852'A DIM ROAD FOR 0.1 MILE TO DIM ROAD FORKS.  TAKE THE LEFT
 RR0852'FORK AND GO WEST ON A DIM ROAD FOR 0.1 MILE TO THE TOP OF A
 RR0852'HILL.  CONTINUE WEST ON A DIM ROAD FOR 0.2 MILE TO THE TOP
 RR0852'OF HILL AND STATION SITE.
 RR0852
 RR0852                          STATION RECOVERY (1965)
 RR0852
 RR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 RR0852'THE STATION MARK, R.M.S 1 AND 2, AND THE AZIMUTH MARK WERE
 RR0852'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT
 RR0852'THAT THE POST OFFICE HAS BEEN MOVED.  THE OLD BUILDING IS
 RR0852'STILL USED HOWEVER AND IS ADEQUATE FOR DESCRIPTION OF THIS
 RR0852'STATION.
 RR0852'
 RR0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 RR0852'SOUTHEAST OF BISMARCK
 RR0852
 RR0852                          STATION RECOVERY (1994)
 RR0852
 RR0852'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 RR0852'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1848 ***********************************************************************
 TE1848  DESIGNATION -  DAVID
 TE1848  PID         -  TE1848
 TE1848  STATE/COUNTY-  ND/CAVALIER
 TE1848  USGS QUAD   -  MUNICH (1970)
 TE1848
 TE1848                         *CURRENT SURVEY CONTROL
 TE1848  ___________________________________________________________________
 TE1848* NAD 83(1996)-  48 37 50.94614(N)    098 50 05.96272(W)     ADJUSTED  
 TE1848* NAVD 88     -       484.2    (meters)    1589.     (feet)  VERTCON   
 TE1848  ___________________________________________________________________
 TE1848  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TE1848  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 TE1848
 TE1848  HORZ ORDER  -  SECOND
 TE1848
 TE1848.The horizontal coordinates were established by classical geodetic methods
 TE1848.and adjusted by the National Geodetic Survey in January 1998..
 TE1848
 TE1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1848
 TE1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1848
 TE1848.The geoid height was determined by GEOID03.
 TE1848
 TE1848;                    North         East     Units Scale Factor Converg.
 TE1848;SPC ND N     -   182,648.687   722,717.821   MT  0.99998129   +1 14 20.4
 TE1848;SPC ND N     -   599,241.10  2,371,121.46   iFT  0.99998129   +1 14 20.4
 TE1848;UTM  14      - 5,386,430.071   512,158.221   MT  0.99960182   +0 07 25.8
 TE1848
 TE1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1848!SPC ND N     -   0.99992786  x   0.99998129  =   0.99990916
 TE1848!UTM  14      -   0.99992786  x   0.99960182  =   0.99952971
 TE1848
 TE1848:                Primary Azimuth Mark                     Grid Az
 TE1848:SPC ND N     -  MUNICH ST MARYS CATH CH CROSS            359 04 09.3
 TE1848:UTM  14      -  MUNICH ST MARYS CATH CH CROSS            000 11 03.9
 TE1848
 TE1848|---------------------------------------------------------------------|
 TE1848| PID    Reference Object                     Distance      Geod. Az  |
 TE1848|                                                           dddmmss.s |
 TE1848| TE1844 MUNICH ST MARYS CATH CH CROSS       APPROX. 4.2 KM 0001829.7 |
 TE1848| CO7523 DAVID RM 1                           16.453 METERS 08902     |
 TE1848| CO7524 DAVID RM 2                           20.041 METERS 16302     |
 TE1848|---------------------------------------------------------------------|
 TE1848
 TE1848                          SUPERSEDED SURVEY CONTROL
 TE1848
 TE1848  NAD 83(1986)-  48 37 50.94412(N)    098 50 05.95249(W) AD(       ) 2
 TE1848  NAD 27      -  48 37 50.91799(N)    098 50 04.48055(W) AD(       ) 2
 TE1848  NGVD 29 (07/19/86)  483.8    (m)         1587.     (f) VERT ANG       
 TE1848
 TE1848.Superseded values are not recommended for survey control.
 TE1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1848.See file dsdata.txt to determine how the superseded data were derived.
 TE1848
 TE1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1215886430(NAD 83)
 TE1848_MARKER: DD = SURVEY DISK
 TE1848_SETTING: 0 = UNSPECIFIED SETTING
 TE1848
 TE1848  HISTORY     - Date     Condition        Report By
 TE1848  HISTORY     - 1969     MONUMENTED       USGS
 TE1848
 TE1848                          STATION DESCRIPTION
 TE1848
 TE1848'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1848'THE STATION IS ABOUT 2.80 MI S. OF MUNICH, NEAR THE W. SIXTEENTH
 TE1848'COR. BETWEEN SECS. 6 AND 31, TS. 159 AND 160 N., R. 63 W.
 TE1848'
 TE1848'TO REACH FROM THE COR. OF SECS. 13, 18, 19 AND 24, LOCATED ABOUT
 TE1848'0.30 MI NW. OF MUNICH, GO S. FOR 2.95 MI TO A RR. CROSSING, CONTINUE
 TE1848'S. FOR 0.05 MI TO A T-RD. E., TURN LEFT AND GO E. FOR 0.25 MI TO A
 TE1848'SMALL HILL AND THE STATION ON THE LEFT.
 TE1848'
 TE1848'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1848'ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1848'TO WITHIN 1 IN. OF CAP STAMPED ET DAVID 1969 IS 38 FT N. AND 10 FT
 TE1848'E.  OF CENTER RD. AT PRIVATE DR. SSE., 54 FT S. OF CENTER RR.
 TE1848'TRACKS, 2 FT S. OF A TELEPHONE LINE, 6 FT N. OF A USGS WITNESS
 TE1848'POST.  THE MARK IS FLUSH WITH THE GROUND.
 TE1848'
 TE1848'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1848'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1848'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DAVID NO 1 1969 IS E. OF THE
 TE1848'STATION, 39 FT N. AND 65 FT E. OF CENTER OF RD. AT PRIVATE DR.
 TE1848'SSE.  1 FT S. OF A TELEPHONE LINE.  THE MARK IS FLUSH WITH THE
 TE1848'GROUND.
 TE1848'
 TE1848'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1848'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1848'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED DAVID NO 2 1969 IS SSE. OF
 TE1848'THE STATION, 25 FT S. AND 30 FT E. OF CENTER OF RD. AT PRIVATE DR.
 TE1848'SSE.  THE MARK IS FLUSH WITH THE GROUND.
 TE1848'
 TE1848'NO AZIMUTH MARK WAS SET.
 TE1848'
 TE1848'REFERENCE AZIMUTH USED - CHURCH SPIRE (ST. MARYS CATHOLIC CHURCH IN
 TE1848'MUNICH).
 TE1848'
 TE1848'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0668 ***********************************************************************
 QS0668  DESIGNATION -  DE BOER
 QS0668  PID         -  QS0668
 QS0668  STATE/COUNTY-  ND/EMMONS
 QS0668  USGS QUAD   -  HERREID NW (1965)
 QS0668
 QS0668                         *CURRENT SURVEY CONTROL
 QS0668  ___________________________________________________________________
 QS0668* NAD 83(1996)-  45 59 14.96037(N)    100 11 25.58379(W)     ADJUSTED  
 QS0668* NAVD 88     -       618.6    (meters)    2030.     (feet)  VERTCON   
 QS0668  ___________________________________________________________________
 QS0668  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 QS0668  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 QS0668
 QS0668  HORZ ORDER  -  FIRST
 QS0668
 QS0668.The horizontal coordinates were established by classical geodetic methods
 QS0668.and adjusted by the National Geodetic Survey in January 1998..
 QS0668
 QS0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0668
 QS0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0668
 QS0668.The geoid height was determined by GEOID03.
 QS0668
 QS0668;                    North         East     Units Scale Factor Converg.
 QS0668;SPC ND S     -    35,709.222   623,985.947   MT  1.00004425   +0 13 32.8
 QS0668;SPC ND S     -   117,156.24  2,047,197.99   iFT  1.00004425   +0 13 32.8
 QS0668;SPC SD N     -   239,408.897   585,243.507   MT  1.00007294   -0 08 05.2
 QS0668;SPC SD N     -   785,460.69  1,920,086.41   sFT  1.00007294   -0 08 05.2
 QS0668;UTM  14      - 5,093,346.332   407,800.926   MT  0.99970450   -0 51 22.4
 QS0668
 QS0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0668!SPC ND S     -   0.99990647  x   1.00004425  =   0.99995072
 QS0668!SPC SD N     -   0.99990647  x   1.00007294  =   0.99997941
 QS0668!UTM  14      -   0.99990647  x   0.99970450  =   0.99961100
 QS0668
 QS0668:                Primary Azimuth Mark                     Grid Az
 QS0668:SPC ND S     -  HULL CHRISTIAN REFORM CH SPIRE           048 15 49.6
 QS0668:SPC SD N     -  HULL CHRISTIAN REFORM CH SPIRE           048 37 27.6
 QS0668:UTM  14      -  HULL CHRISTIAN REFORM CH SPIRE           049 20 44.8
 QS0668
 QS0668|---------------------------------------------------------------------|
 QS0668| PID    Reference Object                     Distance      Geod. Az  |
 QS0668|                                                           dddmmss.s |
 QS0668| RR0785 HULL CHRISTIAN REFORM CH SPIRE      APPROX. 7.1 KM 0482922.4 |
 QS0668| CO5546 DE BOER AZ MK                                      1064401.5 |
 QS0668| CO5547 DE BOER RM 1                         31.730 METERS 17705     |
 QS0668| CO5548 DE BOER RM 2                         36.052 METERS 27419     |
 QS0668| RR0787 WESTFIELD HOPE REFORM CH SPIRE      APPROX. 4.7 KM 3464807.4 |
 QS0668|---------------------------------------------------------------------|
 QS0668
 QS0668                          SUPERSEDED SURVEY CONTROL
 QS0668
 QS0668  NAD 83(1986)-  45 59 14.95027(N)    100 11 25.57675(W) AD(       ) 1
 QS0668  NAD 27      -  45 59 14.98100(N)    100 11 24.13000(W) AD(       ) 1
 QS0668  NGVD 29 (07/19/86)  618.2    (m)         2028.     (f) VERT ANG       
 QS0668
 QS0668.Superseded values are not recommended for survey control.
 QS0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0668.See file dsdata.txt to determine how the superseded data were derived.
 QS0668
 QS0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR0780193346(NAD 83)
 QS0668_MARKER: DS = TRIANGULATION STATION DISK
 QS0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QS0668
 QS0668  HISTORY     - Date     Condition        Report By
 QS0668  HISTORY     - 1934     MONUMENTED       CGS
 QS0668  HISTORY     - 1959     GOOD             CGS
 QS0668  HISTORY     - 1960     GOOD             USGS
 QS0668  HISTORY     - 1967     GOOD             CGS
 QS0668
 QS0668                          STATION DESCRIPTION
 QS0668
 QS0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0668'STATION IS LOCATED ABOUT 1 MILE E AND 3 MILES S OF WESTFIELD
 QS0668'IN SW 1/4 OF SEC. 15, T 129 N, R 76 W, ON THE HIGHEST GROUND
 QS0668'ABOUT 125 PACES NW OF THE HOUSE OF JOHN DEBOERS, WHO OWNS
 QS0668'THE PROPERTY.  MARK IS PLACED IN FENCE CORNER 6 FEET W OF N-S
 QS0668'FENCE WHICH DIVIDES BARNYARD FROM PASTURE, 6 FEET S OF E-W
 QS0668'PASTURE FENCE.
 QS0668'
 QS0668'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0668'BRONZE DISKS SET IN CONCRETE.
 QS0668'
 QS0668'REFERENCE MARK NO. 1 IS 31.725 METERS (104.08 FEET) S OF
 QS0668'STATION ON W SIDE OF N-S FENCE SEPARATING BARNYARD AND
 QS0668'PASTURE.
 QS0668'
 QS0668'REFERENCE MARK NO. 2 IS 36.052 METERS (118.28 FEET) W OF
 QS0668'STATION SET 1 FOOT S OF E-W PASTURE FENCE.
 QS0668'
 QS0668'AZIMUTH MARK IS DISTANT 0.4 MILE SE.  REACHED BY GOING E FROM
 QS0668'ENTRANCE TO JOHN DE BOERS BARNYARD, 0.35 MILE, TO MARK IN N
 QS0668'RIGHT-OF-WAY FENCE LINE.
 QS0668'
 QS0668'REACHED FROM BULL POST OFFICE BY GOING W ON U.S. HIGHWAY 83
 QS0668'1.25 MILES TO POINT WHERE HIGHWAY 83 TURN N.  CONTINUE W ON
 QS0668'GRAVELED ROAD 2.0 MILES TO WHITE SCHOOLHOUSE ON SW CORNER,
 QS0668'THENCE S 3.0 MILES ON SECTION LINE ROAD TO CROSSROADS, THENCE
 QS0668'E 0.1 MILE TO ENTRANCE TO JOHN DEBOERS BARNYARD.  GO N AND
 QS0668'NW THROUGH BARNYARD 0.1 MILE TO FENCE CORNER AND STATION.
 QS0668'
 QS0668'HEIGHT OF LIGHT ABOVE STATION MARK - 21.6 METERS.
 QS0668
 QS0668                          STATION RECOVERY (1959)
 QS0668
 QS0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0668'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0668'CONDITION.
 QS0668'
 QS0668'THE STATION MARK IS ABOUT 0.1 MILE NORTHWEST OF FARM BUILDINGS
 QS0668'IN OPEN PASTURE.
 QS0668'
 QS0668'THE AZIMUTH MARK IS 0.3 MILE EAST OF FARM BUILDINGS AND IS ON
 QS0668'NORTH SIDE OF SECTION-LINE ROAD.
 QS0668'
 QS0668'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 QS0668'AND CORRECT EXCEPT THE ROAD LEADING WEST FROM HULL IS NO LONGER
 QS0668'U.S. HIGHWAY 83.
 QS0668
 QS0668                          STATION RECOVERY (1960)
 QS0668
 QS0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 QS0668'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QS0668
 QS0668                          STATION RECOVERY (1967)
 QS0668
 QS0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JSA)
 QS0668'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN GOOD
 QS0668'CONDITION AS DESCRIBED.
 QS0668'
 QS0668'OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1967 ***********************************************************************
 TE1967  DESIGNATION -  DE GROAT CHAIN LAKE LUTH CH
 TE1967  PID         -  TE1967
 TE1967  STATE/COUNTY-  ND/RAMSEY
 TE1967  USGS QUAD   -  CANDO SE (1994)
 TE1967
 TE1967                         *CURRENT SURVEY CONTROL
 TE1967  ___________________________________________________________________
 TE1967* NAD 83(1996)-  48 19 32.54719(N)    099 02 19.17611(W)     ADJUSTED  
 TE1967* NAVD 88     -                                                        
 TE1967  ___________________________________________________________________
 TE1967  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 TE1967  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 TE1967
 TE1967  HORZ ORDER  -  THIRD
 TE1967
 TE1967.The horizontal coordinates were established by classical geodetic methods
 TE1967.and adjusted by the National Geodetic Survey in January 1998..
 TE1967
 TE1967
 TE1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1967
 TE1967.The geoid height was determined by GEOID03.
 TE1967
 TE1967;                    North         East     Units Scale Factor Converg.
 TE1967;SPC ND N     -   148,423.167   708,352.308   MT  0.99994467   +1 05 14.8
 TE1967;SPC ND N     -   486,952.65  2,323,990.51   iFT  0.99994467   +1 05 14.8
 TE1967;UTM  14      - 5,352,503.019   497,134.335   MT  0.99960010   -0 01 44.0
 TE1967
 TE1967                          SUPERSEDED SURVEY CONTROL
 TE1967
 TE1967  NAD 83(1986)-  48 19 32.54697(N)    099 02 19.17314(W) AD(       ) 4
 TE1967  NAD 27      -  48 19 32.54000(N)    099 02 17.68000(W) AD(       ) 3
 TE1967
 TE1967.Superseded values are not recommended for survey control.
 TE1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1967.See file dsdata.txt to determine how the superseded data were derived.
 TE1967
 TE1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9713452503(NAD 83)
 TE1967
 TE1967  HISTORY     - Date     Condition        Report By
 TE1967  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1967
 TE1967                          STATION DESCRIPTION
 TE1967
 TE1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1967'POINT OBSERVED UPON IS THE TIP OF WEATHER VANE ATOP SPIRE
 TE1967'OF THE CHAIN LAKE LUTHERAN CHURCH, PAINTED WHITE, LOCATED
 TE1967'ABOUT 2 MILES W AND 1 MILE S OF TRIANGULATION STATION GROAT.
 TE1967'
 TE1967'STATION OBSERVED UPON FROM GROAT AND HARDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0769 ***********************************************************************
 RR0769  DESIGNATION -  DE WALL
 RR0769  PID         -  RR0769
 RR0769  STATE/COUNTY-  ND/KIDDER
 RR0769  USGS QUAD   -  LAKE GENEVA (1975)
 RR0769
 RR0769                         *CURRENT SURVEY CONTROL
 RR0769  ___________________________________________________________________
 RR0769* NAD 83(1996)-  46 46 59.04586(N)    100 02 33.43978(W)     ADJUSTED  
 RR0769* NAVD 88     -       580.     (meters)    1903.     (feet)  VERTCON   
 RR0769  ___________________________________________________________________
 RR0769  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 RR0769  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RR0769
 RR0769  HORZ ORDER  -  FIRST
 RR0769
 RR0769.The horizontal coordinates were established by classical geodetic methods
 RR0769.and adjusted by the National Geodetic Survey in January 1998..
 RR0769
 RR0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0769
 RR0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0769
 RR0769.The geoid height was determined by GEOID03.
 RR0769
 RR0769;                    North         East     Units Scale Factor Converg.
 RR0769;SPC ND S     -   124,197.043   634,924.450   MT  0.99993626   +0 20 01.0
 RR0769;SPC ND S     -   407,470.61  2,083,085.47   iFT  0.99993626   +0 20 01.0
 RR0769;UTM  14      - 5,181,585.478   420,414.062   MT  0.99967785   -0 45 35.5
 RR0769
 RR0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0769!SPC ND S     -   0.99991250  x   0.99993626  =   0.99984877
 RR0769!UTM  14      -   0.99991250  x   0.99967785  =   0.99959038
 RR0769
 RR0769|---------------------------------------------------------------------|
 RR0769| PID    Reference Object                     Distance      Geod. Az  |
 RR0769|                                                           dddmmss.s |
 RR0769| CO5550 DE WALL RM 1                         10.082 METERS 09255     |
 RR0769| CO5549 DE WALL AZ MK                                      1721304.8 |
 RR0769| CO5551 DE WALL RM 2                         10.335 METERS 19507     |
 RR0769| RR0768 BISMARCK FARGO AWY BN 62            APPROX. 5.5 KM 3370754.0 |
 RR0769|---------------------------------------------------------------------|
 RR0769
 RR0769                          SUPERSEDED SURVEY CONTROL
 RR0769
 RR0769  NAD 83(1986)-  46 46 59.03334(N)    100 02 33.42597(W) AD(       ) 1
 RR0769  NAD 27      -  46 46 59.08800(N)    100 02 32.04100(W) AD(       ) 1
 RR0769  NGVD 29 (07/19/86)  580.     (m)         1903.     (f) VERT ANG       
 RR0769
 RR0769.Superseded values are not recommended for survey control.
 RR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0769.See file dsdata.txt to determine how the superseded data were derived.
 RR0769
 RR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS2041481585(NAD 83)
 RR0769_MARKER: DS = TRIANGULATION STATION DISK
 RR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0769+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 RR0769
 RR0769  HISTORY     - Date     Condition        Report By
 RR0769  HISTORY     - 1948     MONUMENTED       CGS
 RR0769  HISTORY     - 1957     GOOD             CGS
 RR0769  HISTORY     - 1971     GOOD             LOCENG
 RR0769  HISTORY     - 1975     GOOD             USGS
 RR0769  HISTORY     - 20021204 GOOD             NDDT
 RR0769
 RR0769                          STATION DESCRIPTION
 RR0769
 RR0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0769'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF DRISCOLL, 2 MILES
 RR0769'EAST OF THE BURLEIGH-KIDDER COUNTY LINE, AND ON A HIGH KNOLL.
 RR0769'IT IS ON LAND OWNED BY MR. DE WALL.
 RR0769'
 RR0769'TO REACH FROM THE POST OFFICE IN DRISCOLL, GO SOUTH ON GRAVELED
 RR0769'ROAD 1.55 MILES, TURN RIGHT AND GO WEST 1.0 MILE, TURN LEFT AND
 RR0769'GO SOUTH 3.0 MILES TO WHERE GRAVELED ROAD TURNS RIGHT.  CONTINUE
 RR0769'SOUTH ON TRACK ROAD 1.0 MILE TO CROSSROADS, TURN LEFT AND GO
 RR0769'EAST ON GRADED ROAD 4.0 MILES.  CONTINUE EAST ON TRACK ROAD 1.0
 RR0769'MILE TO CROSSROADS, TURN LEFT AND GO NORTH 1.0 MILE.  THENCE
 RR0769'EAST 0.8 MILE TO FARM DRIVEWAY ON THE LEFT.  THE AZIMUTH MARK IS
 RR0769'ON THE RIGHT OF THE DRIVEWAY.  TURN LEFT AND FOLLOW DRIVEWAY
 RR0769'0.2 MILE TO FARM HOUSE, PASS THROUGH A GATE, WHICH IS
 RR0769'NORTHWEST OF HOUSE, AND FOLLOW DIM TRACK ROAD NORTH-NORTHWEST
 RR0769'0.2 MILE TO TOP OF KNOLL AND STATION
 RR0769'
 RR0769'STATION IS 0.2 MILE NORTH-NORTHWEST OF A FARM HOUSE.  THE STATION
 RR0769'MARK IS A STANDARD STATION MARK DISK SET IN THE TOP OF A 12 INCH
 RR0769'SQUARE CONCRETE POST.  THE MARK PROJECTS 8 INCHES, AND THE
 RR0769'DISK IS STAMPED DE WALL 1948.
 RR0769'
 RR0769'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 RR0769'IN AN OUTCROPPING OF BEDROCK.  THE BEDROCK PROJECTS 3 INCHES,
 RR0769'AND THE DISK IS STAMPED DE WALL NO 1 1948.
 RR0769'
 RR0769'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 RR0769'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 8
 RR0769'INCHES, AND THE DISK IS STAMPED DE WALL NO 2 1948.
 RR0769'
 RR0769'AZIMUTH MARK IS 35 FEET NORTH OF A TRACK ROAD, 10 FEET EAST OF A
 RR0769'DRIVEWAY, AND 2 FEET NORTH OF A WITNESS POST.  THE MARK IS A
 RR0769'STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 RR0769'CONCRETE POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS
 RR0769'STAMPED DE WALL 1948.
 RR0769'
 RR0769'A 4-FOOT STAND WILL SEE STATIONS LONG, TRAUTMAN, AND EXCELSIOR.
 RR0769'
 RR0769'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0769
 RR0769                          STATION RECOVERY (1957)
 RR0769
 RR0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0769'STATION RECOVERED AS DESCRIBED AND THE STATION MARK, AZIMUTH
 RR0769'MARK AND R.M. NO. 2 WERE FOUND IN GOOD CONDITION.  THE DISK
 RR0769'FOR R.M. NO. 1 IS BATTERED BUT IT IS SET IN A DRILL HOLE IN A
 RR0769'BOULDER AND IS STILL SOLID.  THE 1948 DESCRIPTION TO REACH THE
 RR0769'STATION IS ADEQUATE.
 RR0769
 RR0769                          STATION RECOVERY (1971)
 RR0769
 RR0769'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 RR0769'RECOVERED BY E.H. SCHMIDT CORP.
 RR0769'
 RR0769'VERY GOOD
 RR0769'
 RR0769'DESCRIPTION IS ADEQUATE
 RR0769
 RR0769                          STATION RECOVERY (1975)
 RR0769
 RR0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 RR0769'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  AZ MK RECOVERED
 RR0769'LOOSE IN GROUND.
 RR0769
 RR0769                          STATION RECOVERY (2002)
 RR0769
 RR0769'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL)
 RR0769'FROM THE NW COR. OF DRISCOLL TWP. CEMETARY, LOCATED IN THE NW1/4 OF
 RR0769'SEC. 27, T139N-R75W, THENCE EAST 1.0 MILES, THENCE SOUTH 2.0 MILES,
 RR0769'THENCE EAST 3.0 MILES, THENCE SOUTH 2.0 MILES, THENCE EAST 1.0 MILES,
 RR0769'THENCE NORTH 0.2 MILES TO GATE IN FENCE, PASS THROUGH GATE, THENCE
 RR0769'WEST-NORTHWESTERLY 0.3 MILES TO HIGHEST POINT ON SOUTHMOST HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0136 ***********************************************************************
 SO0136  DESIGNATION -  DEEP
 SO0136  PID         -  SO0136
 SO0136  STATE/COUNTY-  ND/MCLEAN
 SO0136  USGS QUAD   -  RAUB NW (1967)
 SO0136
 SO0136                         *CURRENT SURVEY CONTROL
 SO0136  ___________________________________________________________________
 SO0136* NAD 83(1996)-  47 44 47.18583(N)    102 08 22.34092(W)     ADJUSTED  
 SO0136* NAVD 88     -       616.156  (meters)    2021.51   (feet)  ADJUSTED  
 SO0136  ___________________________________________________________________
 SO0136  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 SO0136  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0136  DYNAMIC HT  -         616.238 (meters)    2021.77  (feet)  COMP
 SO0136  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SO0136
 SO0136  HORZ ORDER  -  SECOND
 SO0136  VERT ORDER  -  SECOND    CLASS 0
 SO0136
 SO0136.The horizontal coordinates were established by classical geodetic methods
 SO0136.and adjusted by the National Geodetic Survey in January 1998..
 SO0136
 SO0136.The orthometric height was determined by differential leveling
 SO0136.and adjusted by the National Geodetic Survey in June 1991..
 SO0136
 SO0136.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0136
 SO0136.The geoid height was determined by GEOID03.
 SO0136
 SO0136.The dynamic height is computed by dividing the NAVD 88
 SO0136.geopotential number by the normal gravity value computed on the
 SO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0136.degrees latitude (g = 980.6199 gals.).
 SO0136
 SO0136.The modeled gravity was interpolated from observed gravity values.
 SO0136
 SO0136;                    North         East     Units Scale Factor Converg.
 SO0136;SPC ND N     -    84,298.364   477,065.527   MT  0.99995318   -1 13 12.1
 SO0136;SPC ND N     -   276,569.44  1,565,175.61   iFT  0.99995318   -1 13 12.1
 SO0136;SPC ND S     -   232,479.762   477,051.684   MT  1.00006281   -1 11 45.1
 SO0136;SPC ND S     -   762,728.88  1,565,130.20   iFT  1.00006281   -1 11 45.1
 SO0136;UTM  13      - 5,292,081.924   714,412.556   MT  1.00016496   +2 07 05.0
 SO0136
 SO0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0136!SPC ND N     -   0.99990630  x   0.99995318  =   0.99985948
 SO0136!SPC ND S     -   0.99990630  x   1.00006281  =   0.99996910
 SO0136!UTM  13      -   0.99990630  x   1.00016496  =   1.00007124
 SO0136
 SO0136|---------------------------------------------------------------------|
 SO0136| PID    Reference Object                     Distance      Geod. Az  |
 SO0136|                                                           dddmmss.s |
 SO0136| SO0135 DEEP RM 1                            10.540 METERS 08612     |
 SO0136| SO0138 DEEP AZ MK                                         0920645.2 |
 SO0136| SO0137 DEEP RM 2                             9.946 METERS 27409     |
 SO0136|---------------------------------------------------------------------|
 SO0136
 SO0136                          SUPERSEDED SURVEY CONTROL
 SO0136
 SO0136  NAD 83(1986)-  47 44 47.18376(N)    102 08 22.33695(W) AD(       ) 2
 SO0136  NAD 27      -  47 44 47.16170(N)    102 08 20.72490(W) AD(       ) 2
 SO0136  NGVD 29 (??/??/92)  615.738  (m)         2020.13   (f) ADJ UNCH    2 0
 SO0136
 SO0136.Superseded values are not recommended for survey control.
 SO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0136.See file dsdata.txt to determine how the superseded data were derived.
 SO0136
 SO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1441392082(NAD 83)
 SO0136_MARKER: DS = TRIANGULATION STATION DISK
 SO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0136_STAMPING: DEEP 1962
 SO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0136+STABILITY: SURFACE MOTION
 SO0136
 SO0136  HISTORY     - Date     Condition        Report By
 SO0136  HISTORY     - 1962     MONUMENTED       CGS
 SO0136  HISTORY     - 1962     GOOD             CGS
 SO0136
 SO0136                          STATION DESCRIPTION
 SO0136
 SO0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0136'THE STATION IS LOCATED 4.5 MILES WEST AND 0.1 MILE NORTH OF
 SO0136'THE SMALL TOWN OF RAUB, IN THE SE 1/4 OF SEC. 1, T149N, R90W,
 SO0136'ON THE NORTH SIDE OF A EAST WEST GRAVELED ROAD AND ON THE ROAD
 SO0136'RIGHT-OF-WAY.
 SO0136'
 SO0136'TO REACH FROM THE POST OFFICE IN RAUB, GO NORTH ON THE GRAVELED
 SO0136'ROAD FOR 0.1 MILE TO STATE HIGHWAY 37.  TURN RIGHT AND GO
 SO0136'WEST ON STATE HIGHWAY 37 FOR 3.9 MILES TO A POINT WHERE STATE
 SO0136'HIGHWAY 37 TURNS LEFT AND GOES NORTH.  CONTINUE STRAIGHT
 SO0136'AHEAD ON THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH
 SO0136'MARK ON THE LEFT, SOUTH SIDE OF THE ROAD.  CONTINUE WEST ON
 SO0136'THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION THE RIGHT
 SO0136'SIDE OF THE ROAD.
 SO0136'
 SO0136'THE STATION MARK IS A STANDARD DISK STAMPED DEEP 1962 AND
 SO0136'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0136'IS FLUSH WITH THE GROUND.  IT IS 55 FEET NORTH OF THE CENTER
 SO0136'OF A GRAVELED ROAD, 13 FEET SOUTHEAST OF A POWER POLE, 3.4 FEET
 SO0136'SOUTH OF A WITNESS POST AND 5.5 FEET SOUTH OF A FENCE LINE.
 SO0136'
 SO0136'REFERENCE MARK NO. 1, STAMPED DEEP NO 1 1962, IS A STANDARD
 SO0136'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0136'WHICH IS FLUSH WITH THE GROUND.  IT IS 56 FEET NORTH OF THE
 SO0136'CENTER OF A GRAVELED ROAD, 46 FEET EAST OF A POWER POLE, 34.1
 SO0136'FEET EAST OF A WITNESS POST AND 2.7 FEET SOUTH OF A FENCE
 SO0136'LINE.
 SO0136'
 SO0136'REFERENCE MARK NO. 2, STAMPED DEEP NO 2 1962, IS A STANDARD
 SO0136'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0136'WHICH IS FLUSH WITH THE GROUND.  IT IS 57 FEET NORTH OF A
 SO0136'GRAVELED ROAD, 21 FEET SOUTH SOUTH WEST OF A POWER LINE POLE,
 SO0136'32.9 FEET WEST OF A WITNESS POST AND 3 FEET SOUTH OF A
 SO0136'FENCE LINE.
 SO0136'
 SO0136'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEEP 1962 AND
 SO0136'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0136'IS FLUSH WITH THE GROUND.  IT IS 56 FEET SOUTH OF THE CENTER OF
 SO0136'A GRAVELED ROAD AND 2.6 FEET WEST OF THE WITNESS POST.
 SO0136
 SO0136                          STATION RECOVERY (1962)
 SO0136
 SO0136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SO0136'4.5 MI W FROM RAUB.
 SO0136'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0136'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, THENCE 0.5 MILE WEST
 SO0136'ALONG A GRAVELED ROAD, ON THE CREST OF A SMALL HILL, 56 FEET NORTH OF
 SO0136'THE CENTERLINE OF THE ROAD, 34.3 FEET WEST OF R.M. 1, 32.8 FEET EAST
 SO0136'OF R.M. 2, 13.0 FEET SOUTHEAST OF A POWER POLE, 5.3 FEET SOUTH OF A
 SO0136'FENCE, 3.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SO0136'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0138 ***********************************************************************
 SO0138  DESIGNATION -  DEEP AZ MK
 SO0138  PID         -  SO0138
 SO0138  STATE/COUNTY-  ND/MCLEAN
 SO0138  USGS QUAD   -  RAUB NW (1967)
 SO0138
 SO0138                         *CURRENT SURVEY CONTROL
 SO0138  ___________________________________________________________________
 SO0138* NAD 83(1986)-  47 44 45.     (N)    102 07 40.     (W)     SCALED    
 SO0138* NAVD 88     -       608.542  (meters)    1996.52   (feet)  ADJUSTED  
 SO0138  ___________________________________________________________________
 SO0138  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 SO0138  DYNAMIC HT  -         608.621 (meters)    1996.78  (feet)  COMP
 SO0138  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 SO0138
 SO0138  VERT ORDER  -  SECOND    CLASS 0
 SO0138
 SO0138.The horizontal coordinates were scaled from a topographic map and have
 SO0138.an estimated accuracy of +/- 6 seconds.
 SO0138
 SO0138.The orthometric height was determined by differential leveling
 SO0138.and adjusted by the National Geodetic Survey in June 1991..
 SO0138
 SO0138.The geoid height was determined by GEOID03.
 SO0138
 SO0138.The dynamic height is computed by dividing the NAVD 88
 SO0138.geopotential number by the normal gravity value computed on the
 SO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0138.degrees latitude (g = 980.6199 gals.).
 SO0138
 SO0138.The modeled gravity was interpolated from observed gravity values.
 SO0138
 SO0138;                    North         East    Units  Estimated Accuracy
 SO0138;SPC ND N     -    84,210.      477,950.      MT  (+/- 180 meters Scaled)
 SO0138
 SO0138                          SUPERSEDED SURVEY CONTROL
 SO0138
 SO0138  NGVD 29 (??/??/92)  608.122  (m)         1995.15   (f) ADJ UNCH    2 0
 SO0138
 SO0138.Superseded values are not recommended for survey control.
 SO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0138.See file dsdata.txt to determine how the superseded data were derived.
 SO0138
 SO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN152920(NAD 83)
 SO0138_MARKER: DZ = AZIMUTH MARK DISK
 SO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0138_STAMPING: DEEP 1962
 SO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0138+STABILITY: SURFACE MOTION
 SO0138
 SO0138  HISTORY     - Date     Condition        Report By
 SO0138  HISTORY     - 1962     MONUMENTED       CGS
 SO0138
 SO0138                          STATION DESCRIPTION
 SO0138
 SO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0138'4.0 MI W FROM RAUB.
 SO0138'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0138'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, ON THE SOUTH SIDE OF A
 SO0138'TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAY AND TWO SECTION-LINE
 SO0138'ROADS, 55 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 109 FEET
 SO0138'SOUTHEAST AND ACROSS THE ROAD FROM BM K 78 1934, 2.5 FEET WEST OF A
 SO0138'WITNESS POST, ABOUT 6 INCHES ABOVE THE LEVEL OF THE ROAD, AND SET IN
 SO0138'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0135 ***********************************************************************
 SO0135  DESIGNATION -  DEEP RM 1
 SO0135  PID         -  SO0135
 SO0135  STATE/COUNTY-  ND/MCLEAN
 SO0135  USGS QUAD   -  RAUB NW (1967)
 SO0135
 SO0135                         *CURRENT SURVEY CONTROL
 SO0135  ___________________________________________________________________
 SO0135* NAD 83(1986)-  47 44 47.     (N)    102 08 22.     (W)     SCALED    
 SO0135* NAVD 88     -       616.229  (meters)    2021.74   (feet)  ADJUSTED  
 SO0135  ___________________________________________________________________
 SO0135  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0135  DYNAMIC HT  -         616.310 (meters)    2022.01  (feet)  COMP
 SO0135  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SO0135
 SO0135  VERT ORDER  -  SECOND    CLASS 0
 SO0135
 SO0135.The horizontal coordinates were scaled from a topographic map and have
 SO0135.an estimated accuracy of +/- 6 seconds.
 SO0135
 SO0135.The orthometric height was determined by differential leveling
 SO0135.and adjusted by the National Geodetic Survey in June 1991..
 SO0135
 SO0135.The geoid height was determined by GEOID03.
 SO0135
 SO0135.The dynamic height is computed by dividing the NAVD 88
 SO0135.geopotential number by the normal gravity value computed on the
 SO0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0135.degrees latitude (g = 980.6199 gals.).
 SO0135
 SO0135.The modeled gravity was interpolated from observed gravity values.
 SO0135
 SO0135;                    North         East    Units  Estimated Accuracy
 SO0135;SPC ND N     -    84,290.      477,070.      MT  (+/- 180 meters Scaled)
 SO0135
 SO0135                          SUPERSEDED SURVEY CONTROL
 SO0135
 SO0135  NGVD 29 (??/??/92)  615.810  (m)         2020.37   (f) ADJ UNCH    2 0
 SO0135
 SO0135.Superseded values are not recommended for survey control.
 SO0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0135.See file dsdata.txt to determine how the superseded data were derived.
 SO0135
 SO0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN144920(NAD 83)
 SO0135_MARKER: DR = REFERENCE MARK DISK
 SO0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0135_STAMPING: DEEP NO 1 1962
 SO0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0135+STABILITY: SURFACE MOTION
 SO0135
 SO0135  HISTORY     - Date     Condition        Report By
 SO0135  HISTORY     - 1962     MONUMENTED       CGS
 SO0135
 SO0135                          STATION DESCRIPTION
 SO0135
 SO0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0135'4.5 MI W FROM RAUB.
 SO0135'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0135'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, 58 FEET NORTH OF THE
 SO0135'CENTERLINE OF THE ROAD, 67.0 FEET EAST OF R.M. 2, 34.3 FEET EAST OF
 SO0135'THE STATION MARK, 3.0 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE
 SO0135'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0137 ***********************************************************************
 SO0137  DESIGNATION -  DEEP RM 2
 SO0137  PID         -  SO0137
 SO0137  STATE/COUNTY-  ND/MCLEAN
 SO0137  USGS QUAD   -  RAUB NW (1967)
 SO0137
 SO0137                         *CURRENT SURVEY CONTROL
 SO0137  ___________________________________________________________________
 SO0137* NAD 83(1986)-  47 44 47.     (N)    102 08 22.     (W)     SCALED    
 SO0137* NAVD 88     -       616.054  (meters)    2021.17   (feet)  ADJUSTED  
 SO0137  ___________________________________________________________________
 SO0137  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0137  DYNAMIC HT  -         616.135 (meters)    2021.44  (feet)  COMP
 SO0137  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SO0137
 SO0137  VERT ORDER  -  SECOND    CLASS 0
 SO0137
 SO0137.The horizontal coordinates were scaled from a topographic map and have
 SO0137.an estimated accuracy of +/- 6 seconds.
 SO0137
 SO0137.The orthometric height was determined by differential leveling
 SO0137.and adjusted by the National Geodetic Survey in June 1991..
 SO0137
 SO0137.The geoid height was determined by GEOID03.
 SO0137
 SO0137.The dynamic height is computed by dividing the NAVD 88
 SO0137.geopotential number by the normal gravity value computed on the
 SO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0137.degrees latitude (g = 980.6199 gals.).
 SO0137
 SO0137.The modeled gravity was interpolated from observed gravity values.
 SO0137
 SO0137;                    North         East    Units  Estimated Accuracy
 SO0137;SPC ND N     -    84,290.      477,070.      MT  (+/- 180 meters Scaled)
 SO0137
 SO0137                          SUPERSEDED SURVEY CONTROL
 SO0137
 SO0137  NGVD 29 (??/??/92)  615.635  (m)         2019.80   (f) ADJ UNCH    2 0
 SO0137
 SO0137.Superseded values are not recommended for survey control.
 SO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0137.See file dsdata.txt to determine how the superseded data were derived.
 SO0137
 SO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN144920(NAD 83)
 SO0137_MARKER: DR = REFERENCE MARK DISK
 SO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0137_STAMPING: DEEP NO 2 1962
 SO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0137+STABILITY: SURFACE MOTION
 SO0137
 SO0137  HISTORY     - Date     Condition        Report By
 SO0137  HISTORY     - 1962     MONUMENTED       CGS
 SO0137
 SO0137                          STATION DESCRIPTION
 SO0137
 SO0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0137'4.5 MI W FROM RAUB.
 SO0137'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0137'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, THENCE 0.5 MILE WEST
 SO0137'ALONG A GRAVELED COUNTY ROAD, ON THE CREST OF A SMALL HILL, 58 FEET
 SO0137'NORTH OF THE CENTERLINE OF THE ROAD, 67.0 FEET WEST OF R.M. 1, 32.8
 SO0137'FEET WEST OF THE STATION MARK, 21 FEET WEST-SOUTHWEST OF A POWER POLE,
 SO0137'3 FEET SOUTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SO0137'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2082 ***********************************************************************
 TF2082  DESIGNATION -  DEERING
 TF2082  PID         -  TF2082
 TF2082  STATE/COUNTY-  ND/MCHENRY
 TF2082  USGS QUAD   -  GRANVILLE NW (1949)
 TF2082
 TF2082                         *CURRENT SURVEY CONTROL
 TF2082  ___________________________________________________________________
 TF2082* NAD 83(1996)-  48 25 32.76329(N)    100 57 51.67359(W)     ADJUSTED  
 TF2082* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 TF2082  ___________________________________________________________________
 TF2082  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 TF2082  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TF2082
 TF2082  HORZ ORDER  -  FIRST
 TF2082
 TF2082.The horizontal coordinates were established by classical geodetic methods
 TF2082.and adjusted by the National Geodetic Survey in January 1998..
 TF2082
 TF2082.The orthometric height was scaled from a topographic map.
 TF2082
 TF2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2082
 TF2082.The geoid height was determined by GEOID03.
 TF2082
 TF2082;                    North         East     Units Scale Factor Converg.
 TF2082;SPC ND N     -   158,624.405   565,635.330   MT  0.99995354   -0 20 43.9
 TF2082;SPC ND N     -   520,421.28  1,855,758.96   iFT  0.99995354   -0 20 43.9
 TF2082;UTM  14      - 5,365,488.203   354,681.165   MT  0.99985946   -1 28 11.2
 TF2082
 TF2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2082!SPC ND N     -   0.99993007  x   0.99995354  =   0.99988362
 TF2082!UTM  14      -   0.99993007  x   0.99985946  =   0.99978954
 TF2082
 TF2082|---------------------------------------------------------------------|
 TF2082| PID    Reference Object                     Distance      Geod. Az  |
 TF2082|                                                           dddmmss.s |
 TF2082| CO7527 DEERING RM 1                         71.790 METERS 14234     |
 TF2082| TF2077 GRANVILLE CHURCH SPIRE              APPROX.19.9 KM 1531507.2 |
 TF2082| TF2076 GRANVILLE HIGH SCH TALL CHIM        APPROX.20.2 KM 1533958.2 |
 TF2082| TF2081 RISING                              APPROX.12.3 KM 1710050.0 |
 TF2082| CO7528 DEERING RM 2                         60.006 METERS 22720     |
 TF2082| TF2126 DEERING CONG CHURCH SPIRE           APPROX. 7.3 KM 2425002.8 |
 TF2082| TF2190 TRINITY LUTH CHURCH STEEPLE         APPROX.23.4 KM 2462131.7 |
 TF2082| TF2129 CHURCH SPIRE 3 MI W OF WOLSETH      APPROX.18.4 KM 2711823.7 |
 TF2082| TF2128 WOLSETH SCHOOL FLAGPOLE             APPROX.12.1 KM 2794810.2 |
 TF2082| TF2125 EAST WOLSETH CHURCH CROSS           APPROX.10.0 KM 2815551.9 |
 TF2082| TF2113 GLENBURN CHURCH SPIRE               APPROX.21.5 KM 2973420.4 |
 TF2082| CO7526 DEERING AZ MK                                      3002711.3 |
 TF2082| TF2110 CHURCH SPIRE SE OF STA BRACE        APPROX.14.3 KM 3223754.0 |
 TF2082| TF2083 CHURCH SPIRE NW STA DEERING         APPROX. 7.2 KM 3415351.1 |
 TF2082|---------------------------------------------------------------------|
 TF2082
 TF2082                          SUPERSEDED SURVEY CONTROL
 TF2082
 TF2082  NAD 83(1986)-  48 25 32.76267(N)    100 57 51.67416(W) AD(       ) 1
 TF2082  NAD 27      -  48 25 32.69500(N)    100 57 50.13100(W) AD(       ) 1
 TF2082
 TF2082.Superseded values are not recommended for survey control.
 TF2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2082.See file dsdata.txt to determine how the superseded data were derived.
 TF2082
 TF2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5468165488(NAD 83)
 TF2082_MARKER: DS = TRIANGULATION STATION DISK
 TF2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2082
 TF2082  HISTORY     - Date     Condition        Report By
 TF2082  HISTORY     - 1938     MONUMENTED       CGS
 TF2082  HISTORY     - 1968     GOOD             LOCENG
 TF2082
 TF2082                          STATION DESCRIPTION
 TF2082
 TF2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2082'THIS STATION IS 4 MILES EAST AND 2 MILES NORTH OF DEERING,
 TF2082'IN NE 1/4 SEC. 14, T. 157 N., R. 80 W., ON TOP OF A PROMINENT
 TF2082'ISOLATED GRAVEL HILL, WHICH HAS ALSO ON TOP A LONG-DESERTED,
 TF2082'UNPAINTED HOUSE AND BARN AND A GROVE OF TREES NEAR THE TOP.
 TF2082'THE HILL RISES 25 FEET ABOVE THE SURROUNDING GROUND.
 TF2082'
 TF2082'TO REACH FROM DEERING POST OFFICE, GO EAST 0.6 MILE, TURN
 TF2082'NORTH ON GRAVELLED ROAD AND GO 2.2 MILES.  CROSS ROAD AT
 TF2082'THREE MAIL BOXES ON A WAGON WHEEL, TURN DUE EAST AND DRIVE
 TF2082'3.3 MILES.  TURN SOUTH ON DIM TRACK AND DRIVE 0.3 MILE TO
 TF2082'LONG-DESERTED BUILDINGS ON TOP OF PROMINENT HILL AND STATION.
 TF2082'
 TF2082'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TF2082'BRONZE DISKS SET IN CONCRETE.
 TF2082'
 TF2082'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN A NORTHWEST
 TF2082'FENCE CORNER.  IT PROJECTS 12 INCHES.  REFERENCE MARK NO. 2
 TF2082'IS SOUTHWEST OF STATION IN A JOG IN FENCE LINE.  IT PROJECTS
 TF2082'12 INCHES.
 TF2082'
 TF2082'AZIMUTH MARK IS 0.5 MILE WEST-NORTHWEST OF THE STATION, 30
 TF2082'YARDS WEST OF A SECTION LINE ROAD INTERSECTION, 25 FEET SOUTH
 TF2082'OF THE CENTER LINE OF AN EAST-AND-WEST ROAD, 2 FEET EAST
 TF2082'OF A TELEPHONE POLE, AND JUST NORTH OF AN OLD ABANDONED HOUSE.
 TF2082'IT PROJECTS 10 INCHES.
 TF2082'
 TF2082'A 64-FOOT STAND CLEARED ALL LINES.
 TF2082'
 TF2082'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 TF2082
 TF2082                          STATION RECOVERY (1968)
 TF2082
 TF2082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (AKM)
 TF2082'RECOVERED BY K.B. MACKICHAN AND ASSOC.
 TF2082'
 TF2082'STATION RECOVERED IN GOOD CONDITION, JUST SOUTH OF A SMALL
 TF2082'ROCKPILE.  NOTHING IS LEFT OF THE LONG-DESERTED HOUSES IN
 TF2082'THE DESCRIPTION EXCEPT THE FOUNDATIONS.  REFERENCE MARKS
 TF2082'WERE NOT SEARCHED FOR - THE FENCES NO LONGER EXIST.  THE
 TF2082'AZIMUTH MARK IS IN A CONCRETE POST WHICH HAS BEEN PULLED OUT
 TF2082'OF THE GROUND AND IS LYING BESIDE THE ROAD.  THE EAST WOLSETH
 TF2082'CHURCH CROSS HAS BEEN REMOVED, BUT THE DEERING CONGREGATIONAL
 TF2082'CHURCH SPIRE AND CHURCH SPIRE NW OF STA. DEERING ARE EASILY
 TF2082'VISIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2126 ***********************************************************************
 TF2126  DESIGNATION -  DEERING CONG CHURCH SPIRE
 TF2126  PID         -  TF2126
 TF2126  STATE/COUNTY-  ND/MCHENRY
 TF2126  USGS QUAD   -  DEERING (1949)
 TF2126
 TF2126                         *CURRENT SURVEY CONTROL
 TF2126  ___________________________________________________________________
 TF2126* NAD 83(1996)-  48 23 45.24022(N)    101 03 05.94870(W)     ADJUSTED  
 TF2126* NAVD 88     -                                                        
 TF2126  ___________________________________________________________________
 TF2126  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 TF2126  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TF2126
 TF2126  HORZ ORDER  -  THIRD
 TF2126
 TF2126.The horizontal coordinates were established by classical geodetic methods
 TF2126.and adjusted by the National Geodetic Survey in January 1998..
 TF2126
 TF2126
 TF2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2126
 TF2126.The geoid height was determined by GEOID03.
 TF2126
 TF2126;                    North         East     Units Scale Factor Converg.
 TF2126;SPC ND N     -   155,346.057   559,151.070   MT  0.99995058   -0 24 37.8
 TF2126;SPC ND N     -   509,665.54  1,834,485.14   iFT  0.99995058   -0 24 37.8
 TF2126;UTM  14      - 5,362,337.946   348,134.368   MT  0.99988337   -1 32 03.9
 TF2126
 TF2126                          SUPERSEDED SURVEY CONTROL
 TF2126
 TF2126  NAD 83(1986)-  48 23 45.23985(N)    101 03 05.94809(W) AD(       ) 4
 TF2126  NAD 27      -  48 23 45.17500(N)    101 03 04.39000(W) AD(       ) 3
 TF2126
 TF2126.Superseded values are not recommended for survey control.
 TF2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2126.See file dsdata.txt to determine how the superseded data were derived.
 TF2126
 TF2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4813462338(NAD 83)
 TF2126_MARKER: 90 = CHURCH SPIRE
 TF2126
 TF2126  HISTORY     - Date     Condition        Report By
 TF2126  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2126
 TF2126                          STATION DESCRIPTION
 TF2126
 TF2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2126'TIP OF 40-FOOT SPIRE OF DEERING CONGREGATIONAL CHURCH.  IT IS
 TF2126'A WHITE FRAME BUILDING, ONE BLOCK SOUTH OF THE WEST END OF
 TF2126'MAIN STREET, AND ON THE SOUTHWEST CORNER.  OBSERVED FROM
 TF2126'TRIANGULATION STATIONS MAYO, RISING, WOLSETH, DEERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0685 ***********************************************************************
 RQ0685  DESIGNATION -  DEISEM
 RQ0685  PID         -  RQ0685
 RQ0685  STATE/COUNTY-  ND/LA MOURE
 RQ0685  USGS QUAD   -  DEISEM (1982)
 RQ0685
 RQ0685                         *CURRENT SURVEY CONTROL
 RQ0685  ___________________________________________________________________
 RQ0685* NAD 83(1996)-  46 26 13.41674(N)    098 52 16.74136(W)     ADJUSTED  
 RQ0685* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 RQ0685  ___________________________________________________________________
 RQ0685  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 RQ0685  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 RQ0685
 RQ0685  HORZ ORDER  -  FIRST
 RQ0685
 RQ0685.The horizontal coordinates were established by classical geodetic methods
 RQ0685.and adjusted by the National Geodetic Survey in January 1998..
 RQ0685
 RQ0685.The orthometric height was scaled from a topographic map.
 RQ0685
 RQ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0685
 RQ0685.The geoid height was determined by GEOID03.
 RQ0685
 RQ0685;                    North         East     Units Scale Factor Converg.
 RQ0685;SPC ND S     -    86,931.564   725,152.114   MT  0.99995979   +1 11 16.6
 RQ0685;SPC ND S     -   285,208.54  2,379,107.99   iFT  0.99995979   +1 11 16.6
 RQ0685;UTM  14      - 5,142,617.787   509,885.473   MT  0.99960120   +0 05 35.7
 RQ0685
 RQ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0685!SPC ND S     -   0.99992063  x   0.99995979  =   0.99988043
 RQ0685!UTM  14      -   0.99992063  x   0.99960120  =   0.99952187
 RQ0685
 RQ0685:                Primary Azimuth Mark                     Grid Az
 RQ0685:SPC ND S     -  DEISEM AZ MK                             073 37 35.4
 RQ0685:UTM  14      -  DEISEM AZ MK                             074 43 16.3
 RQ0685
 RQ0685|---------------------------------------------------------------------|
 RQ0685| PID    Reference Object                     Distance      Geod. Az  |
 RQ0685|                                                           dddmmss.s |
 RQ0685| CO5556 DEISEM AZ MK                                       0744852.0 |
 RQ0685| RQ0665 EDGELEY MUNICIPAL TANK              APPROX.14.9 KM 1244752.5 |
 RQ0685| RQ0666 EDGELEY TRANSFIG CH TALL SPIRE      APPROX.15.1 KM 1253855.7 |
 RQ0685| CO5558 DEISEM RM 2                          51.900 METERS 19724     |
 RQ0685| RQ0687 EVANGELICAL LUTHERAN CH SPIRE       APPROX. 1.7 KM 2542158.6 |
 RQ0685| RQ0713 JUD ST PAUL EVAN LUTH CHURCH        APPROX.10.3 KM 3464204.0 |
 RQ0685| RQ0714 JUD PUBLIC SCHOOL CUPOLA            APPROX. 9.8 KM 3492456.8 |
 RQ0685| CO5557 DEISEM RM 1                          39.245 METERS 35327     |
 RQ0685|---------------------------------------------------------------------|
 RQ0685
 RQ0685                          SUPERSEDED SURVEY CONTROL
 RQ0685
 RQ0685  NAD 83(1986)-  46 26 13.42359(N)    098 52 16.73167(W) AD(       ) 1
 RQ0685  NAD 27      -  46 26 13.52700(N)    098 52 15.33700(W) AD(       ) 1
 RQ0685
 RQ0685.Superseded values are not recommended for survey control.
 RQ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0685.See file dsdata.txt to determine how the superseded data were derived.
 RQ0685
 RQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS0988542618(NAD 83)
 RQ0685_MARKER: DS = TRIANGULATION STATION DISK
 RQ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0685
 RQ0685  HISTORY     - Date     Condition        Report By
 RQ0685  HISTORY     - 1934     MONUMENTED       CGS
 RQ0685  HISTORY     - 1936     GOOD             USGS
 RQ0685
 RQ0685                          STATION DESCRIPTION
 RQ0685
 RQ0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0685'STATION IS LOCATED IN RAY TOWNSHIP, ABOUT 4 MILES WSW OF
 RQ0685'DEISEM, IN THE NW 1/4 SEC. 8, T 134 N, R 65 W.  IT IS ABOUT
 RQ0685'0.35 MILE S OF THE N LINE AND ON THE EDGE OF E LINE OF
 RQ0685'ABOVE SECTION, 38 FEET W OF N-S SECTION LINE ROAD AND 30 FEET
 RQ0685'E OF E EDGE OF A CULTIVATED FIELD.
 RQ0685'
 RQ0685'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 RQ0685'DISKS SET IN THE TOP OF CONCRETE CYLINDERS.
 RQ0685'
 RQ0685'UNDERGROUND MARK IS A STANDARD BRONZE DISK.
 RQ0685'
 RQ0685'REFERENCE MARK NO. 1 IS N OF STATION, 30 FEET W OF CENTER
 RQ0685'LINE OF N-S SECTION LINE ROAD, 30 FEET E OF E EDGE OF A
 RQ0685'CULTIVATED FIELD.
 RQ0685'
 RQ0685'REFERENCE MARK NO. 2 IS SSW OF STATION, JUST W OF LONE WILLOW
 RQ0685'TREE ON E EDGE OF CULTIVATED FIELD AND 30 FEET E OF CENTER
 RQ0685'LINE OF SECTION LINE ROAD.
 RQ0685'
 RQ0685'AZIMUTH MARK IS ENE OF STATION ON N SIDE OF E-W ROAD, 28 FEET
 RQ0685'FROM CENTER LINE, AND 100 FEET W OF LANE LEADING INTO SMALL
 RQ0685'WHITE HOUSE.
 RQ0685'
 RQ0685'TO REACH THE STATION FROM EDGELEY, GO N ON U.S. HIGHWAY 281
 RQ0685'FOR 6 MILES TO GRAVEL ROAD AND SIGN AIRPORT, HERE GO W FOR 8
 RQ0685'MILES, THEN S ON DIRT ROAD 0.35 MILE TO STATION ON THE W.
 RQ0685'
 RQ0685'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 RQ0685
 RQ0685                          STATION RECOVERY (1936)
 RQ0685
 RQ0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936 (DEC)
 RQ0685'THE AZIMUTH MARK FOR STATION DEISEM WAS TORN OUT BY ROAD
 RQ0685'GRADING MACHINERY IN JUNE OF THIS YEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0815 ***********************************************************************
 RP0815  DESIGNATION -  DELAMERE
 RP0815  PID         -  RP0815
 RP0815  STATE/COUNTY-  ND/SARGENT
 RP0815  USGS QUAD   -  MILNOR (1960)
 RP0815
 RP0815                         *CURRENT SURVEY CONTROL
 RP0815  ___________________________________________________________________
 RP0815* NAD 83(1996)-  46 15 10.53564(N)    097 22 46.54848(W)     ADJUSTED  
 RP0815* NAVD 88     -       330.44   (+/-2cm)    1084.1    (feet)  VERTCON   
 RP0815  ___________________________________________________________________
 RP0815  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 RP0815  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 RP0815
 RP0815  HORZ ORDER  -  THIRD
 RP0815  VERT ORDER  -  THIRD ? (See Below)
 RP0815
 RP0815.The horizontal coordinates were established by classical geodetic methods
 RP0815.and adjusted by the National Geodetic Survey in January 1998..
 RP0815
 RP0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0815.The vertical order pertains to the NGVD 29 superseded value.
 RP0815
 RP0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0815
 RP0815.The geoid height was determined by GEOID03.
 RP0815
 RP0815;                    North         East     Units Scale Factor Converg.
 RP0815;SPC ND S     -    69,944.991   840,546.603   MT  0.99998705   +2 16 33.5
 RP0815;SPC ND S     -   229,478.32  2,757,698.83   iFT  0.99998705   +2 16 33.5
 RP0815;UTM  14      - 5,123,426.020   624,897.933   MT  0.99979176   +1 10 14.6
 RP0815
 RP0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0815!SPC ND S     -   0.99995226  x   0.99998705  =   0.99993932
 RP0815!UTM  14      -   0.99995226  x   0.99979176  =   0.99974403
 RP0815
 RP0815:                Primary Azimuth Mark                     Grid Az
 RP0815:SPC ND S     -  DELAMERE AZ MK                           079 43 09.2
 RP0815:UTM  14      -  DELAMERE AZ MK                           080 49 28.1
 RP0815
 RP0815|---------------------------------------------------------------------|
 RP0815| PID    Reference Object                     Distance      Geod. Az  |
 RP0815|                                                           dddmmss.s |
 RP0815| CO5559 DELAMERE AZ MK                                     0815942.7 |
 RP0815| CO5560 DELAMERE RM 1                         8.871 METERS 09050     |
 RP0815| CO5561 DELAMERE RM 2                         7.969 METERS 26846     |
 RP0815|---------------------------------------------------------------------|
 RP0815
 RP0815                          SUPERSEDED SURVEY CONTROL
 RP0815
 RP0815  NAD 83(1986)-  46 15 10.53540(N)    097 22 46.54120(W) AD(       ) 3
 RP0815  NAD 27      -  46 15 10.68300(N)    097 22 45.21400(W) AD(       ) 3
 RP0815  NGVD 29 (07/19/86)  330.17   (m)         1083.2    (f) LEVELING    3  
 RP0815
 RP0815.Superseded values are not recommended for survey control.
 RP0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0815.See file dsdata.txt to determine how the superseded data were derived.
 RP0815
 RP0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2489823426(NAD 83)
 RP0815_MARKER: DS = TRIANGULATION STATION DISK
 RP0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0815
 RP0815  HISTORY     - Date     Condition        Report By
 RP0815  HISTORY     - 1954     MONUMENTED       CGS
 RP0815
 RP0815                          STATION DESCRIPTION
 RP0815
 RP0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0815'THE STATION IS ABOUT 2 MILES WEST AND 1 MILE SOUTH OF THE
 RP0815'TOWN OF DE LAMERE, ABOUT 3.8 MILES EAST OF MILNOR, ON SOUTH
 RP0815'RIGHT-OF-WAY OF STATE HIGHWAY 13.
 RP0815'
 RP0815'TO REACH FROM THE POST OFFICE IN MILNOR, GO SOUTHEAST ON
 RP0815'MAIN STREET FOR 0.5 MILE, TURN LEFT AND GO EAST ON HIGHWAY
 RP0815'13 FOR 3.2 MILES TO A GRAVEL T-ROAD RIGHT AND SIGN MILNOR 3.
 RP0815'CONTINUE AHEAD ON HIGHWAY 13 FOR 0.2 MILE TO STATION.
 RP0815'
 RP0815'THE STATION MARK, 219 FEET SOUTH OF THE CENTER LINE OF STATE
 RP0815'HIGHWAY 13, 38 FEET NORTH OF A FENCE LINE, 6 FEET EAST OF
 RP0815'A WITNESS POST AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE
 RP0815'LINE, IS LEVEL WITH THE GROUND SURFACE AND THE DISK IS STAMPED
 RP0815'DELAMERE 1954.
 RP0815'
 RP0815'REFERENCE MARK NO. 1, EAST OF AND APPROXIMATELY LEVEL WITH
 RP0815'THE STATION, 219 FEET SOUTH OF THE CENTER LINE OF STATE
 RP0815'HIGHWAY 13 AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE,
 RP0815'IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED DELAMERE
 RP0815'NO 1 1954.
 RP0815'
 RP0815'REFERENCE MARK NO. 2, WEST OF AND APPROXIMATELY LEVEL WITH
 RP0815'THE STATION, IS 219 FEET SOUTH OF THE CENTER LINE OF STATE
 RP0815'HIGHWAY 13 AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE,
 RP0815'AND IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED
 RP0815'DELAMERE NO 2 1954.
 RP0815'
 RP0815'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILE EAST, IS 120 FEET
 RP0815'NORTH OF THE CENTER LINE OF STATE HIGHWAY 13, 3 FEET EAST
 RP0815'OF A WITNESS POST AND 2 FEET EAST OF A TELEPHONE POLE.  THE
 RP0815'MARK IS LEVEL WITH THE GROUND SURFACE AND THE DISK IS STAMPED
 RP0815'DELAMERE 1954.
 RP0815'
 RP0815'THE STATION AND BOTH REFERENCE MARKS ARE IN A LINE, 1 FOOT
 RP0815'NORTH OF THE RIGHT-OF-WAY FENCE LINE AND 219 FEET SOUTH OF
 RP0815'THE CENTER LINE OF STATE HIGHWAY 13.
 RP0815'
 RP0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0767 ***********************************************************************
 TG0767  DESIGNATION -  DELL
 TG0767  PID         -  TG0767
 TG0767  STATE/COUNTY-  ND/MOUNTRAIL
 TG0767  USGS QUAD   -  SHELL LAKE (1981)
 TG0767
 TG0767                         *CURRENT SURVEY CONTROL
 TG0767  ___________________________________________________________________
 TG0767* NAD 83(1996)-  48 14 24.97533(N)    102 04 39.26517(W)     ADJUSTED  
 TG0767* NAVD 88     -       667.599  (meters)    2190.28   (feet)  ADJUSTED  
 TG0767  ___________________________________________________________________
 TG0767  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TG0767  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0767  DYNAMIC HT  -         667.706 (meters)    2190.63  (feet)  COMP
 TG0767  MODELED GRAV-     980,748.0   (mgal)                       NAVD 88
 TG0767
 TG0767  HORZ ORDER  -  FIRST
 TG0767  VERT ORDER  -  SECOND    CLASS 0
 TG0767
 TG0767.The horizontal coordinates were established by classical geodetic methods
 TG0767.and adjusted by the National Geodetic Survey in January 1998..
 TG0767
 TG0767.The orthometric height was determined by differential leveling
 TG0767.and adjusted by the National Geodetic Survey in June 1991..
 TG0767
 TG0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0767
 TG0767.The geoid height was determined by GEOID03.
 TG0767
 TG0767.The dynamic height is computed by dividing the NAVD 88
 TG0767.geopotential number by the normal gravity value computed on the
 TG0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0767.degrees latitude (g = 980.6199 gals.).
 TG0767
 TG0767.The modeled gravity was interpolated from observed gravity values.
 TG0767
 TG0767;                    North         East     Units Scale Factor Converg.
 TG0767;SPC ND N     -   139,095.589   482,835.984   MT  0.99993952   -1 10 26.1
 TG0767;SPC ND N     -   456,350.36  1,584,107.56   iFT  0.99993952   -1 10 26.1
 TG0767;UTM  13      - 5,347,135.291   716,975.149   MT  1.00017848   +2 10 50.9
 TG0767;UTM  14      - 5,347,585.557   271,507.173   MT  1.00024153   -2 17 48.1
 TG0767
 TG0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0767!SPC ND N     -   0.99989830  x   0.99993952  =   0.99983782
 TG0767!UTM  13      -   0.99989830  x   1.00017848  =   1.00007676
 TG0767!UTM  14      -   0.99989830  x   1.00024153  =   1.00013980
 TG0767
 TG0767:                Primary Azimuth Mark                     Grid Az
 TG0767:SPC ND N     -  BLAISDELL OUR SAVIOUR LUTH CH            001 40 35.6
 TG0767:UTM  13      -  BLAISDELL OUR SAVIOUR LUTH CH            358 19 18.6
 TG0767:UTM  14      -  BLAISDELL OUR SAVIOUR LUTH CH            002 47 57.6
 TG0767
 TG0767|---------------------------------------------------------------------|
 TG0767| PID    Reference Object                     Distance      Geod. Az  |
 TG0767|                                                           dddmmss.s |
 TG0767| TG1769 BLAISDELL OUR SAVIOUR LUTH CH       APPROX.10.7 KM 0003009.5 |
 TG0767| TG0768 DELL RM 1                            17.706 METERS 07515     |
 TG0767| TG1777 SHELL CREEK LUTH CH STEEPLE         APPROX. 3.7 KM 1491122.8 |
 TG0767| CQ8214 DELL AZ MK                                         2702538.8 |
 TG0767| TG0766 DELL RM 2                            17.956 METERS 27636     |
 TG0767| TG1770 BLAISDELL ST MARGARETS CATH CH      APPROX.10.7 KM 3592413.9 |
 TG0767|---------------------------------------------------------------------|
 TG0767
 TG0767                          SUPERSEDED SURVEY CONTROL
 TG0767
 TG0767  NAD 83(1986)-  48 14 24.97494(N)    102 04 39.26117(W) AD(       ) 1
 TG0767  NAD 27      -  48 14 24.92130(N)    102 04 37.66840(W) AD(       ) 1
 TG0767  NGVD 29 (??/??/92)  667.160  (m)         2188.84   (f) ADJ UNCH    2 0
 TG0767
 TG0767.Superseded values are not recommended for survey control.
 TG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0767.See file dsdata.txt to determine how the superseded data were derived.
 TG0767
 TG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1697547135(NAD 83)
 TG0767_MARKER: DS = TRIANGULATION STATION DISK
 TG0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0767_STAMPING: DELL 1946
 TG0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0767+STABILITY: SURFACE MOTION
 TG0767
 TG0767  HISTORY     - Date     Condition        Report By
 TG0767  HISTORY     - 1946     MONUMENTED       CGS
 TG0767  HISTORY     - 1962     GOOD             CGS
 TG0767  HISTORY     - 1963     GOOD             NGS
 TG0767
 TG0767                          STATION DESCRIPTION
 TG0767
 TG0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0767'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE OF
 TG0767'CULTIVATED HILLS OVERLOOKING ALL THE COUNTRY TO THE EAST, SOUTH
 TG0767'AND WEST.  THE HILLS TO THE NORTH AND THE NORTHEAST ARE SLIGHTLY
 TG0767'HIGHER.  IT IS ABOUT 7 MILES SOUTH OF BLAISDELL, 0.2 MILE
 TG0767'WEST OF MAIN GRADED ROAD, 23 FEET SOUTH OF THE CENTERLINE OF
 TG0767'TRACK ROAD AND 10 FEET NORTH OF THE EDGE OF PLOWED FIELD.
 TG0767'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DELL 1946.
 TG0767'
 TG0767'REFERENCE MARK NO. 1 IS 58.09 FEET EAST-NORTHEAST OF THE
 TG0767'STATION, 14 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD AND 25
 TG0767'FEET NORTH OF THE EDGE OF PLOWED FIELD.  THE MARK PROJECTS
 TG0767'1 INCH AND THE MARK IS STAMPED DELL NO 1 1946.
 TG0767'
 TG0767'REFERENCE MARK NO. 2 IS 58.91 FEET WEST-NORTHWEST OF THE STATION,
 TG0767'14 FEET SOUTH OF THE CENTERLINE OF TRACK ROAD AND 15 FEET NORTH
 TG0767'OF THE EDGE OF PLOWED FIELD.  THE MARK PROJECTS 6 INCHES AND
 TG0767'THE DISK IS STAMPED DELL NO 2 1946.
 TG0767'
 TG0767'THE AZIMUTH MARK IS 0.9 MILE WEST OF THE STATION, 100 YARDS
 TG0767'WEST OF ROAD INTERSECTION, 25 FEET NORTH OF THE CENTERLINE OF
 TG0767'TRACK ROAD, 2 FEET SOUTH OF FENCE AND 2 FEET SOUTHWEST OF A
 TG0767'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TG0767'STAMPED DELL 1946.
 TG0767'
 TG0767'TO REACH FROM THE DEPOT AND THE RAILROAD CROSSING IN BLAISDELL, GO
 TG0767'SOUTH ON THE MAIN GRADED ROAD FOR 7.0 MILES TO CROSSROADS.
 TG0767'TURN RIGHT AND GO WEST 0.2 MILE TO THE TOP OF HILL AND THE STATION
 TG0767'ON THE LEFT.
 TG0767'
 TG0767'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST FOR 0.9
 TG0767'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TG0767'
 TG0767'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TG0767
 TG0767                          STATION RECOVERY (1962)
 TG0767
 TG0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0767'THE STATION WAS RECOVERED, AND ALL MARKS WERE RECOVERED AND
 TG0767'FOUND IN GOOD CONDITION.
 TG0767'
 TG0767'THE OLD TO REACH IS ADEQUATE.  A NEW WITNESS POST HAS BEEN ADDED
 TG0767'TO THE STATION AND THE AZIMUTH MARK.
 TG0767
 TG0767                          STATION RECOVERY (1963)
 TG0767
 TG0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0767'8.0 MI S FROM BLAISDELL.
 TG0767'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 TG0767'AT BLAISDELL, THENCE 0.2 MILE WEST ALONG A GRADED COUNTY ROAD, AT THE
 TG0767'CREST OF A HILL, 59.5 FEET SOUTHEAST OF R.M. 2, 24.0 FEET SOUTH OF THE
 TG0767'CENTERLINE OF THE ROAD, 4.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TG0767'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0767'0.4 FOOT, S 23, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0768 ***********************************************************************
 TG0768  DESIGNATION -  DELL RM 1
 TG0768  PID         -  TG0768
 TG0768  STATE/COUNTY-  ND/MOUNTRAIL
 TG0768  USGS QUAD   -  SHELL LAKE (1981)
 TG0768
 TG0768                         *CURRENT SURVEY CONTROL
 TG0768  ___________________________________________________________________
 TG0768* NAD 83(1986)-  48 14 24.     (N)    102 04 39.     (W)     SCALED    
 TG0768* NAVD 88     -       665.857  (meters)    2184.57   (feet)  ADJUSTED  
 TG0768  ___________________________________________________________________
 TG0768  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0768  DYNAMIC HT  -         665.963 (meters)    2184.91  (feet)  COMP
 TG0768  MODELED GRAV-     980,748.0   (mgal)                       NAVD 88
 TG0768
 TG0768  VERT ORDER  -  SECOND    CLASS 0
 TG0768
 TG0768.The horizontal coordinates were scaled from a topographic map and have
 TG0768.an estimated accuracy of +/- 6 seconds.
 TG0768
 TG0768.The orthometric height was determined by differential leveling
 TG0768.and adjusted by the National Geodetic Survey in June 1991..
 TG0768
 TG0768.The geoid height was determined by GEOID03.
 TG0768
 TG0768.The dynamic height is computed by dividing the NAVD 88
 TG0768.geopotential number by the normal gravity value computed on the
 TG0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0768.degrees latitude (g = 980.6199 gals.).
 TG0768
 TG0768.The modeled gravity was interpolated from observed gravity values.
 TG0768
 TG0768;                    North         East    Units  Estimated Accuracy
 TG0768;SPC ND N     -   139,070.      482,840.      MT  (+/- 180 meters Scaled)
 TG0768
 TG0768                          SUPERSEDED SURVEY CONTROL
 TG0768
 TG0768  NGVD 29 (??/??/92)  665.418  (m)         2183.13   (f) ADJ UNCH    2 0
 TG0768
 TG0768.Superseded values are not recommended for survey control.
 TG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0768.See file dsdata.txt to determine how the superseded data were derived.
 TG0768
 TG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP169471(NAD 83)
 TG0768_MARKER: DR = REFERENCE MARK DISK
 TG0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0768_STAMPING: DELL NO 1 1946
 TG0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0768+STABILITY: SURFACE MOTION
 TG0768
 TG0768  HISTORY     - Date     Condition        Report By
 TG0768  HISTORY     - 1946     MONUMENTED       CGS
 TG0768  HISTORY     - 1963     GOOD             NGS
 TG0768
 TG0768                          STATION DESCRIPTION
 TG0768
 TG0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0768'8.0 MI S FROM BLAISDELL.
 TG0768'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 TG0768'AT BLAISDELL, THENCE 0.2 MILE WEST ALONG A GRADED COUNTY ROAD, IN S
 TG0768'23, R 89 W, T 155 N, 58.3 FEET EAST OF THE STATION MARK, 8.0 FEET
 TG0768'SOUTH OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0768'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0766 ***********************************************************************
 TG0766  DESIGNATION -  DELL RM 2
 TG0766  PID         -  TG0766
 TG0766  STATE/COUNTY-  ND/MOUNTRAIL
 TG0766  USGS QUAD   -  SHELL LAKE (1981)
 TG0766
 TG0766                         *CURRENT SURVEY CONTROL
 TG0766  ___________________________________________________________________
 TG0766* NAD 83(1986)-  48 14 24.     (N)    102 04 39.     (W)     SCALED    
 TG0766* NAVD 88     -       666.930  (meters)    2188.09   (feet)  ADJUSTED  
 TG0766  ___________________________________________________________________
 TG0766  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0766  DYNAMIC HT  -         667.036 (meters)    2188.43  (feet)  COMP
 TG0766  MODELED GRAV-     980,748.0   (mgal)                       NAVD 88
 TG0766
 TG0766  VERT ORDER  -  SECOND    CLASS 0
 TG0766
 TG0766.The horizontal coordinates were scaled from a topographic map and have
 TG0766.an estimated accuracy of +/- 6 seconds.
 TG0766
 TG0766.The orthometric height was determined by differential leveling
 TG0766.and adjusted by the National Geodetic Survey in June 1991..
 TG0766
 TG0766.The geoid height was determined by GEOID03.
 TG0766
 TG0766.The dynamic height is computed by dividing the NAVD 88
 TG0766.geopotential number by the normal gravity value computed on the
 TG0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0766.degrees latitude (g = 980.6199 gals.).
 TG0766
 TG0766.The modeled gravity was interpolated from observed gravity values.
 TG0766
 TG0766;                    North         East    Units  Estimated Accuracy
 TG0766;SPC ND N     -   139,070.      482,840.      MT  (+/- 180 meters Scaled)
 TG0766
 TG0766                          SUPERSEDED SURVEY CONTROL
 TG0766
 TG0766  NGVD 29 (??/??/92)  666.490  (m)         2186.64   (f) ADJ UNCH    2 0
 TG0766
 TG0766.Superseded values are not recommended for survey control.
 TG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0766.See file dsdata.txt to determine how the superseded data were derived.
 TG0766
 TG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP169471(NAD 83)
 TG0766_MARKER: DR = REFERENCE MARK DISK
 TG0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0766_STAMPING: DELL NO 2 1946
 TG0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0766+STABILITY: SURFACE MOTION
 TG0766
 TG0766  HISTORY     - Date     Condition        Report By
 TG0766  HISTORY     - 1946     MONUMENTED       CGS
 TG0766  HISTORY     - 1963     GOOD             NGS
 TG0766
 TG0766                          STATION DESCRIPTION
 TG0766
 TG0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0766'8.0 MI S FROM BLAISDELL.
 TG0766'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 TG0766'AT BLAISDELL, THENCE 0.2 MILE WEST ALONG A GRADED COUNTY ROAD, IN S
 TG0766'23, R 89 W, T 155 N, 59.5 FEET NORTHWEST OF THE STATION MARK, 15.0
 TG0766'FEET SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 TG0766'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0274 ***********************************************************************
 TF0274  DESIGNATION -  DENBIGH
 TF0274  PID         -  TF0274
 TF0274  STATE/COUNTY-  ND/MCHENRY
 TF0274  USGS QUAD   -  DENBIGH (1981)
 TF0274
 TF0274                         *CURRENT SURVEY CONTROL
 TF0274  ___________________________________________________________________
 TF0274* NAD 83(1996)-  48 18 32.93393(N)    100 36 19.22218(W)     ADJUSTED  
 TF0274* NAVD 88     -       462.199  (meters)    1516.40   (feet)  ADJUSTED  
 TF0274  ___________________________________________________________________
 TF0274  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 TF0274  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0274  DYNAMIC HT  -         462.284 (meters)    1516.68  (feet)  COMP
 TF0274  MODELED GRAV-     980,780.2   (mgal)                       NAVD 88
 TF0274
 TF0274  HORZ ORDER  -  SECOND
 TF0274  VERT ORDER  -  FIRST     CLASS II
 TF0274
 TF0274.The horizontal coordinates were established by classical geodetic methods
 TF0274.and adjusted by the National Geodetic Survey in January 1998..
 TF0274
 TF0274.The orthometric height was determined by differential leveling
 TF0274.and adjusted by the National Geodetic Survey in June 1991..
 TF0274
 TF0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0274
 TF0274.The geoid height was determined by GEOID03.
 TF0274
 TF0274.The dynamic height is computed by dividing the NAVD 88
 TF0274.geopotential number by the normal gravity value computed on the
 TF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0274.degrees latitude (g = 980.6199 gals.).
 TF0274
 TF0274.The modeled gravity was interpolated from observed gravity values.
 TF0274
 TF0274;                    North         East     Units Scale Factor Converg.
 TF0274;SPC ND N     -   145,559.031   592,186.527   MT  0.99994350   -0 04 42.2
 TF0274;SPC ND N     -   477,555.88  1,942,869.18   iFT  0.99994350   -0 04 42.2
 TF0274;UTM  14      - 5,351,907.091   380,967.870   MT  0.99977409   -1 11 56.1
 TF0274
 TF0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0274!SPC ND N     -   0.99993094  x   0.99994350  =   0.99987444
 TF0274!UTM  14      -   0.99993094  x   0.99977409  =   0.99970504
 TF0274
 TF0274|---------------------------------------------------------------------|
 TF0274| PID    Reference Object                     Distance      Geod. Az  |
 TF0274|                                                           dddmmss.s |
 TF0274| TF1927 DENBIGH 2                            66.962 METERS 00457     |
 TF0274| TF0273 DENBIGH RM 1                         23.214 METERS 06652     |
 TF0274| TF0275 DENBIGH RM 2                         24.932 METERS 25838     |
 TF0274| TF0276 DENBIGH AZ MK                       APPROX. 0.5 KM 2615418.5 |
 TF0274|---------------------------------------------------------------------|
 TF0274
 TF0274                          SUPERSEDED SURVEY CONTROL
 TF0274
 TF0274  NAD 83(1986)-  48 18 32.93568(N)    100 36 19.22314(W) AD(       ) 2
 TF0274  NAD 27      -  48 18 32.92600(N)    100 36 17.73700(W) AD(       ) 2
 TF0274  NGVD 29 (??/??/92)  461.811  (m)         1515.12   (f) ADJ UNCH    1 2
 TF0274
 TF0274.Superseded values are not recommended for survey control.
 TF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0274.See file dsdata.txt to determine how the superseded data were derived.
 TF0274
 TF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU8096851907(NAD 83)
 TF0274_MARKER: DS = TRIANGULATION STATION DISK
 TF0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0274_STAMPING: DENBIGH 1946
 TF0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0274+STABILITY: SURFACE MOTION
 TF0274
 TF0274  HISTORY     - Date     Condition        Report By
 TF0274  HISTORY     - 1946     MONUMENTED       CGS
 TF0274  HISTORY     - 1962     GOOD             CGS
 TF0274  HISTORY     - 1964     GOOD             CGS
 TF0274  HISTORY     - 1964     GOOD             NGS
 TF0274  HISTORY     - 1979     GOOD             NGS
 TF0274
 TF0274                          STATION DESCRIPTION
 TF0274
 TF0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF0274'THE STATION IS LOCATED 0.8 MILE WEST-SOUTHWEST OF THE SMALL
 TF0274'VILLAGE OF DENBIGH, ABOUT 500 FEET SOUTH OF THE GREAT NORTHERN
 TF0274'RAILROAD TRACKS, 107 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 TF0274'OF U.S. HIGHWAY 2, 120 FEET WEST OF A TRACK ROAD AND 15 FEET
 TF0274'SOUTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 TF0274'DISK IS STAMPED DENBIGH 1946.
 TF0274'
 TF0274'REFERENCE MARK NO. 1 IS 78.18 FEET EAST OF THE STATION, 97
 TF0274'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2
 TF0274'AND 42 FEET WEST OF A TRACK ROAD.  THE MARK PROJECTS 2 INCHES
 TF0274'AND THE DISK IS STAMPED DENBIGH NO 1 1946.
 TF0274'
 TF0274'REFERENCE MARK NO. 2 IS 81.74 FEET WEST OF THE STATION AND
 TF0274'105 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 TF0274'2.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DENBIGH
 TF0274'NO 2 1946.
 TF0274'
 TF0274'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION,
 TF0274'99 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD
 TF0274'TRACKS, 73 FEET NORTH OF THE APPROXIMATE CENTER LINE OF
 TF0274'U.S. HIGHWAY 2, 5 FEET NORTHEAST OF A TELEPHONE POLE, 3
 TF0274'FEET EAST OF A WITNESS POST AND JUST SOUTH OF A SMALL RAIROAD
 TF0274'CULVERT.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF0274'DENBIGH 1946.
 TF0274'
 TF0274'TO REACH THE STATION FROM THE RAILROAD STATION IN THE SMALL
 TF0274'VILLAGE OF DENBIGH, GO WEST ON U.S. HIGHWAY 2 FOR 0.8 MILE TO A
 TF0274'TRACK ROAD LEFT AND STATION AS DESCRIBED.
 TF0274'
 TF0274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 TF0274'HIGHWAY 2 FOR 0.3 MILE AND AZIMUTH MARK ON THE RIGHT AS
 TF0274'DESCRIBED.
 TF0274'
 TF0274'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF0274
 TF0274                          STATION RECOVERY (1962)
 TF0274
 TF0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF0274'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 TF0274'AS DESCRIBED BY R.A.M., IN THE 1946 DESCRIPTION.
 TF0274'
 TF0274'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 TF0274
 TF0274                          STATION RECOVERY (1964)
 TF0274
 TF0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TF0274'THE STATION MARK IS ABOUT 0.8 MILE WEST ALONG THE GREAT
 TF0274'NORTHERN RAILWAY FROM THE STATION AT DENBIGH, IN S 30, T 156 N,
 TF0274'R 77 W, ABOUT 0.1 MILE EAST OF MILEPOST 171, 286 FEET SOUTH
 TF0274'AND ACROSS U.S. HIGHWAY 2 FROM THE SOUTH RAIL, 107 FEET SOUTH
 TF0274'OF THE CENTER LINE OF THE HIGHWAY, 118 FEET WEST OF THE CENTER
 TF0274'LINE OF A TRAIL ROAD, 125 FEET EAST OF A POWER POLE, 15.0
 TF0274'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF0274'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TF0274'PROJECTING 1 INCH.
 TF0274'
 TF0274'R.M. 1 IS 76 FEET EAST OF THE STATION MARK, 276 FEET SOUTH
 TF0274'AND ACROSS U.S. HIGHWAY 2 FROM THE SOUTH RAIL, 97 FEET SOUTH
 TF0274'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE CENTER
 TF0274'LINE OF A TRAIL ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF0274'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0274'1 INCH.
 TF0274'
 TF0274'R.M. 2 IS 81-1/2 FEET WEST OF THE STATION MARK, 283 FEET SOUTH
 TF0274'AND ACROSS U.S. HIGHWAY 2 FROM THE SOUTH RAIL, 105 FEET SOUTH
 TF0274'OF THE CENTER LINE OF THE HIGHWAY, 43 FEET EAST OF A POWER
 TF0274'POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 TF0274'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0274'
 TF0274'THE AZIMUTH MARK, STAMPED DENBIGH 1946, IS ABOUT 0.3 MILE WEST
 TF0274'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION MARK, IN
 TF0274'S 30, T 156 N, R 77 W, 9 POLES WEST OF MILEPOST 171, 99 FEET
 TF0274'SOUTH OF THE SOUTH RAIL, 81 FEET NORTH OF THE CENTER LINE
 TF0274'OF U.S. HIGHWAY 2, 5 FEET NORTHEAST OF A TELEGRAPH POLE,
 TF0274'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 TF0274'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TF0274'POST FLUSH WITH THE GROUND.
 TF0274
 TF0274                          STATION RECOVERY (1964)
 TF0274
 TF0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TF0274'0.8 MI W FROM DENBIGH.
 TF0274'ABOUT 0.8 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0274'AT DENBIGH, IN S 30, T 156 N, R 77 W, ABOUT 0.1 MILE EAST OF MILEPOST
 TF0274'171, 286 FEET SOUTH AND ACROSS U.S. HIGHWAY 2 FROM THE SOUTH RAIL, 107
 TF0274'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 118 FEET WEST OF THE
 TF0274'CENTER LINE OF A TRAIL ROAD, 125 FEET EAST OF A POWER POLE, 15.0 FEET
 TF0274'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF0274'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 TF0274
 TF0274                          STATION RECOVERY (1979)
 TF0274
 TF0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TF0274'STATION MARK, RM1, RM2 AND AZIMUTH MARK RECOVERED IN GOOD
 TF0274'CONDITION.  STATION MARK, RM1, RM2 WERE IN WAY OF ROAD CONSTRUCTION
 TF0274'AND DESTROYED AFTER STATION DENBIGH 2 RM3 AND RM4 WERE
 TF0274'ESTABLISHED.  THE DISTANCE AND DIRECTION TO RM1 AND RM2 CHECKED
 TF0274'THE 1940 DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1927 ***********************************************************************
 TF1927  DESIGNATION -  DENBIGH 2
 TF1927  PID         -  TF1927
 TF1927  STATE/COUNTY-  ND/MCHENRY
 TF1927  USGS QUAD   -  DENBIGH (1981)
 TF1927
 TF1927                         *CURRENT SURVEY CONTROL
 TF1927  ___________________________________________________________________
 TF1927* NAD 83(1996)-  48 18 35.09376(N)    100 36 18.94171(W)     ADJUSTED  
 TF1927* NAVD 88     -       461.953  (meters)    1515.59   (feet)  ADJUSTED  
 TF1927  ___________________________________________________________________
 TF1927  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 TF1927  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF1927  DYNAMIC HT  -         462.038 (meters)    1515.87  (feet)  COMP
 TF1927  MODELED GRAV-     980,780.3   (mgal)                       NAVD 88
 TF1927
 TF1927  HORZ ORDER  -  THIRD
 TF1927  VERT ORDER  -  FIRST     CLASS II
 TF1927
 TF1927.The horizontal coordinates were established by classical geodetic methods
 TF1927.and adjusted by the National Geodetic Survey in January 1998..
 TF1927.No horizontal observational check was made to the station.
 TF1927
 TF1927.The orthometric height was determined by differential leveling
 TF1927.and adjusted by the National Geodetic Survey in June 1991..
 TF1927
 TF1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1927
 TF1927.The geoid height was determined by GEOID03.
 TF1927
 TF1927.The dynamic height is computed by dividing the NAVD 88
 TF1927.geopotential number by the normal gravity value computed on the
 TF1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1927.degrees latitude (g = 980.6199 gals.).
 TF1927
 TF1927.The modeled gravity was interpolated from observed gravity values.
 TF1927
 TF1927;                    North         East     Units Scale Factor Converg.
 TF1927;SPC ND N     -   145,625.732   592,192.397   MT  0.99994354   -0 04 42.0
 TF1927;SPC ND N     -   477,774.71  1,942,888.44   iFT  0.99994354   -0 04 42.0
 TF1927;UTM  14      - 5,351,973.653   380,975.042   MT  0.99977407   -1 11 55.9
 TF1927
 TF1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1927!SPC ND N     -   0.99993097  x   0.99994354  =   0.99987452
 TF1927!UTM  14      -   0.99993097  x   0.99977407  =   0.99970506
 TF1927
 TF1927|---------------------------------------------------------------------|
 TF1927| PID    Reference Object                     Distance      Geod. Az  |
 TF1927|                                                           dddmmss.s |
 TF1927| TF1929 DENBIGH 2 RM 3                       13.565 METERS 10222     |
 TF1927| TF0274 DENBIGH                              66.962 METERS 18457     |
 TF1927| TF1928 DENBIGH 2 RM 4                       12.205 METERS 25426     |
 TF1927| TF0276 DENBIGH AZ MK                       APPROX. 0.5 KM 2550507.0 |
 TF1927|---------------------------------------------------------------------|
 TF1927
 TF1927                          SUPERSEDED SURVEY CONTROL
 TF1927
 TF1927  NAD 83(1986)-  48 18 35.09550(N)    100 36 18.94267(W) AD(       ) 3
 TF1927  NAD 27      -  48 18 35.08583(N)    100 36 17.45665(W) AD(       ) 3
 TF1927  NGVD 29 (07/19/86)  461.6    (m)         1514.     (f) VERT ANG       
 TF1927
 TF1927.Superseded values are not recommended for survey control.
 TF1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1927.See file dsdata.txt to determine how the superseded data were derived.
 TF1927
 TF1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU8097551974(NAD 83)
 TF1927_MARKER: DS = TRIANGULATION STATION DISK
 TF1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1927_SP_SET: CONCRETE POST
 TF1927_STAMPING: DENBIGH 2 1979
 TF1927_MARK LOGO: NGS   
 TF1927_PROJECTION: FLUSH
 TF1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1927+STABILITY: SURFACE MOTION
 TF1927
 TF1927  HISTORY     - Date     Condition        Report By
 TF1927  HISTORY     - 1979     MONUMENTED       NGS
 TF1927  HISTORY     - 1982     GOOD             NGS
 TF1927
 TF1927                          STATION DESCRIPTION
 TF1927
 TF1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TF1927'STATION IS LOCATED ABOUT 10 MILES EAST OF GRANVILLE, ABOUT 3/4 MILE
 TF1927'WEST OF DENBIGH, BETWEEN U.S. HIGHWAY 2 AND RAILROAD TRACKS.
 TF1927'
 TF1927'TO REACH THE STATION FROM THE SOUTH EDGE OF THE VILLAGE OF
 TF1927'DENBIGH, GO WEST ON U.S. HIGHWAY 2 FOR 0.8 MILE TO A SIDE ROAD
 TF1927'AND STATION ON RIGHT BETWEEN HIGHWAY AND RAILROAD.
 TF1927'
 TF1927'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TF1927'---DENBIGH 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 TF1927'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 30.5 METERS
 TF1927'(100 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 28.7 METERS (94 FEET) W
 TF1927'FROM CENTER OF GRAVEL ROAD, 23.8 METERS (78 FEET) S FROM SOUTH RAIL
 TF1927'OF RAILROAD TRACKS, 8.2 METERS (27 FEET) NW FROM WHITE RIGHT OF WAY
 TF1927'POST, AND 0.61 METER (2.0 FEET) N FROM WITNESS POST.
 TF1927'
 TF1927'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1927'STAMPED---DENBIGH 2 1979---IMBEDDED IN THE GROUND 1.04 METERS (3.4
 TF1927'FEET) BELOW THE SURFACE.
 TF1927'
 TF1927'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1927'STAMPED---DENBIGH 2 NO 3 1979---SET INTO THE TOP OF A ROUND
 TF1927'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 TF1927'LOCATED 24.4 METERS (80 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 30.2
 TF1927'METERS (99 FEET) S FROM SOUTH RAIL OF RAILROAD TRACK, 15.5 METERS (51
 TF1927'FEET) W FROM CENTER OF GRAVEL ROAD, 13.87 METERS (45.5 FEET) SE FROM
 TF1927'WITNESS POST, 6.7 METERS (22 FEET) E FROM WHITE RIGHT-OF-WAY POST.
 TF1927'
 TF1927'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1927'STAMPED---DENBIGH 2 NO 4 1979---SET INTO THE TOP OF A ROUND
 TF1927'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 TF1927'LOCATED 30.2 METERS (99 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 24.1
 TF1927'METERS (79 FEET) S FROM SOUTH RAIL OF RAILROAD TRACK, 18.6 METERS (61
 TF1927'FEET) NW FROM WHITE RIGHT OF WAY POST, 12.2 METERS (40 FEET) W FROM
 TF1927'WITNESS POST, AND IS LEVEL WITH THE STATION.
 TF1927'
 TF1927'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1927'STAMPED---DENBIGH 1946---SET INTO THE TOP OF A SQUARE CONCRETE
 TF1927'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 24.1
 TF1927'METERS (79 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 30.2 METERS (99
 TF1927'FEET) S FROM SOUTH RAIL OF RAILROAD TRACKS, AND 0.40 METER (1.3 FEET)
 TF1927'W FROM WITNESS POST.
 TF1927'
 TF1927'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY 2
 TF1927'FOR 0.3 MILE TO MARK ON RIGHT.
 TF1927
 TF1927                          STATION RECOVERY (1982)
 TF1927
 TF1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1927'18.9 KM (11.7 MI) EAST FROM GRANVILLE.
 TF1927'18.9 KM (11.7 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1927'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, AT A ROAD
 TF1927'CROSSING THE BURLINGTON NORTHERN RAILROAD, ALSO, 1.4 KM (0.85 MI) WEST
 TF1927'OF A DIRT ROAD LEADING NORTH TO THE SMALL VILLAGE OF DENBIGH,
 TF1927'8.2 METERS (26.8 FT) NORTHWEST OF A WOODEN RIGHT OF WAY POST,
 TF1927'12.1 METERS (39.8 FT) EAST OF RM 4, 13.5 METERS (44.3 FT) NORTHWEST OF
 TF1927'RM 3, 23.8 METERS (78.9 FT) SOUTH OF THE SOUTH RAIL, 28.4 METERS
 TF1927'(93.0 FT) WEST OF A DIRT ROAD, AND 30.6 METERS (100.3 FT) NORTH OF THE
 TF1927'CENTERLINE OF THE HIGHWAY.
 TF1927'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 TF1927'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1929 ***********************************************************************
 TF1929  DESIGNATION -  DENBIGH 2 RM 3
 TF1929  PID         -  TF1929
 TF1929  STATE/COUNTY-  ND/MCHENRY
 TF1929  USGS QUAD   -  DENBIGH (1981)
 TF1929
 TF1929                         *CURRENT SURVEY CONTROL
 TF1929  ___________________________________________________________________
 TF1929* NAD 83(1986)-  48 18 34.     (N)    100 36 21.     (W)     SCALED    
 TF1929* NAVD 88     -       461.818  (meters)    1515.15   (feet)  ADJUSTED  
 TF1929  ___________________________________________________________________
 TF1929  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF1929  DYNAMIC HT  -         461.903 (meters)    1515.43  (feet)  COMP
 TF1929  MODELED GRAV-     980,780.2   (mgal)                       NAVD 88
 TF1929
 TF1929  VERT ORDER  -  FIRST     CLASS II
 TF1929
 TF1929.The horizontal coordinates were scaled from a topographic map and have
 TF1929.an estimated accuracy of +/- 6 seconds.
 TF1929
 TF1929.The orthometric height was determined by differential leveling
 TF1929.and adjusted by the National Geodetic Survey in June 1991..
 TF1929
 TF1929.The geoid height was determined by GEOID03.
 TF1929
 TF1929.The dynamic height is computed by dividing the NAVD 88
 TF1929.geopotential number by the normal gravity value computed on the
 TF1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1929.degrees latitude (g = 980.6199 gals.).
 TF1929
 TF1929.The modeled gravity was interpolated from observed gravity values.
 TF1929
 TF1929;                    North         East    Units  Estimated Accuracy
 TF1929;SPC ND N     -   145,590.      592,150.      MT  (+/- 180 meters Scaled)
 TF1929
 TF1929                          SUPERSEDED SURVEY CONTROL
 TF1929
 TF1929.No superseded survey control is available for this station.
 TF1929
 TF1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809519(NAD 83)
 TF1929_MARKER: DR = REFERENCE MARK DISK
 TF1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1929_SP_SET: CONCRETE POST
 TF1929_STAMPING: DENBIGH 2 NO 3 1979
 TF1929_MARK LOGO: NGS   
 TF1929_PROJECTION: FLUSH
 TF1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1929+STABILITY: SURFACE MOTION
 TF1929
 TF1929  HISTORY     - Date     Condition        Report By
 TF1929  HISTORY     - 1979     MONUMENTED       NGS
 TF1929  HISTORY     - 1982     GOOD             NGS
 TF1929
 TF1929                          STATION DESCRIPTION
 TF1929
 TF1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1929'18.9 KM (11.7 MI) EAST FROM GRANVILLE.
 TF1929'18.9 KM (11.7 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1929'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, AT A DIRT
 TF1929'ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD, 6.4 METERS (21.0 FT)
 TF1929'EAST OF A RIGHT OF WAY POST, 15.3 METERS (50.2 FT) WEST OF A ROAD,
 TF1929'24.8 METERS (81.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 TF1929'30.0 METERS (98.0 FT) SOUTH OF THE SOUTH RAIL.
 TF1929'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1928 ***********************************************************************
 TF1928  DESIGNATION -  DENBIGH 2 RM 4
 TF1928  PID         -  TF1928
 TF1928  STATE/COUNTY-  ND/MCHENRY
 TF1928  USGS QUAD   -  DENBIGH (1981)
 TF1928
 TF1928                         *CURRENT SURVEY CONTROL
 TF1928  ___________________________________________________________________
 TF1928* NAD 83(1986)-  48 18 34.     (N)    100 36 21.     (W)     SCALED    
 TF1928* NAVD 88     -       461.853  (meters)    1515.26   (feet)  ADJUSTED  
 TF1928  ___________________________________________________________________
 TF1928  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF1928  DYNAMIC HT  -         461.938 (meters)    1515.54  (feet)  COMP
 TF1928  MODELED GRAV-     980,780.2   (mgal)                       NAVD 88
 TF1928
 TF1928  VERT ORDER  -  FIRST     CLASS II
 TF1928
 TF1928.The horizontal coordinates were scaled from a topographic map and have
 TF1928.an estimated accuracy of +/- 6 seconds.
 TF1928
 TF1928.The orthometric height was determined by differential leveling
 TF1928.and adjusted by the National Geodetic Survey in June 1991..
 TF1928
 TF1928.The geoid height was determined by GEOID03.
 TF1928
 TF1928.The dynamic height is computed by dividing the NAVD 88
 TF1928.geopotential number by the normal gravity value computed on the
 TF1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1928.degrees latitude (g = 980.6199 gals.).
 TF1928
 TF1928.The modeled gravity was interpolated from observed gravity values.
 TF1928
 TF1928;                    North         East    Units  Estimated Accuracy
 TF1928;SPC ND N     -   145,590.      592,150.      MT  (+/- 180 meters Scaled)
 TF1928
 TF1928                          SUPERSEDED SURVEY CONTROL
 TF1928
 TF1928.No superseded survey control is available for this station.
 TF1928
 TF1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809519(NAD 83)
 TF1928_MARKER: DR = REFERENCE MARK DISK
 TF1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1928_SP_SET: CONCRETE POST
 TF1928_STAMPING: DENBIGH 2 NO 4 1979
 TF1928_MARK LOGO: NGS   
 TF1928_PROJECTION: FLUSH
 TF1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1928+STABILITY: SURFACE MOTION
 TF1928
 TF1928  HISTORY     - Date     Condition        Report By
 TF1928  HISTORY     - 1979     MONUMENTED       NGS
 TF1928  HISTORY     - 1982     GOOD             NGS
 TF1928
 TF1928                          STATION DESCRIPTION
 TF1928
 TF1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1928'18.9 KM (11.7 MI) EAST FROM GRANVILLE.
 TF1928'18.9 KM (11.7 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1928'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, AT A DIRT
 TF1928'ROAD CROSSING THE BURLINGTON NORTHERN RAILROAD, 18.6 METERS (61.0 FT)
 TF1928'WEST-NORTHWEST OF A RIGHT OF WAY POST, 30.3 METERS (99.4 FT) NORTH OF
 TF1928'THE CENTERLINE OF THE HIGHWAY, 32.3 METERS (106.0 FT) SOUTH OF THE
 TF1928'SOUTH RAIL, AND 40.5 METERS (132.8 FT) WEST OF THE ROAD.
 TF1928'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0276 ***********************************************************************
 TF0276  DESIGNATION -  DENBIGH AZ MK
 TF0276  PID         -  TF0276
 TF0276  STATE/COUNTY-  ND/MCHENRY
 TF0276  USGS QUAD   -  DENBIGH (1981)
 TF0276
 TF0276                         *CURRENT SURVEY CONTROL
 TF0276  ___________________________________________________________________
 TF0276* NAD 83(1996)-  48 18 30.51542(N)    100 36 44.70369(W)     ADJUSTED  
 TF0276* NAVD 88     -       461.745  (meters)    1514.91   (feet)  ADJUSTED  
 TF0276  ___________________________________________________________________
 TF0276  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 TF0276  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0276  DYNAMIC HT  -         461.830 (meters)    1515.19  (feet)  COMP
 TF0276  MODELED GRAV-     980,779.7   (mgal)                       NAVD 88
 TF0276
 TF0276  HORZ ORDER  -  SECOND
 TF0276  VERT ORDER  -  FIRST     CLASS II
 TF0276
 TF0276.The horizontal coordinates were established by classical geodetic methods
 TF0276.and adjusted by the National Geodetic Survey in January 1998..
 TF0276
 TF0276.The orthometric height was determined by differential leveling
 TF0276.and adjusted by the National Geodetic Survey in June 1991..
 TF0276.WARNING-Repeat measurements at this control monument indicate possible
 TF0276.vertical movement.
 TF0276
 TF0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0276
 TF0276.The geoid height was determined by GEOID03.
 TF0276
 TF0276.The dynamic height is computed by dividing the NAVD 88
 TF0276.geopotential number by the normal gravity value computed on the
 TF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0276.degrees latitude (g = 980.6199 gals.).
 TF0276
 TF0276.The modeled gravity was interpolated from observed gravity values.
 TF0276
 TF0276;                    North         East     Units Scale Factor Converg.
 TF0276;SPC ND N     -   145,485.075   591,661.399   MT  0.99994346   -0 05 01.2
 TF0276;SPC ND N     -   477,313.24  1,941,146.32   iFT  0.99994346   -0 05 01.2
 TF0276;UTM  14      - 5,351,843.429   380,441.485   MT  0.99977563   -1 12 15.1
 TF0276
 TF0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0276!SPC ND N     -   0.99993101  x   0.99994346  =   0.99987447
 TF0276!UTM  14      -   0.99993101  x   0.99977563  =   0.99970665
 TF0276
 TF0276:                Primary Azimuth Mark                     Grid Az
 TF0276:SPC ND N     -  DENBIGH 2                                075 09 49.0
 TF0276:UTM  14      -  DENBIGH 2                                076 17 02.9
 TF0276
 TF0276|---------------------------------------------------------------------|
 TF0276| PID    Reference Object                     Distance      Geod. Az  |
 TF0276|                                                           dddmmss.s |
 TF0276| TF1927 DENBIGH 2                           APPROX. 0.5 KM 0750447.8 |
 TF0276| TF0274 DENBIGH                             APPROX. 0.5 KM 0815359.5 |
 TF0276|---------------------------------------------------------------------|
 TF0276
 TF0276                          SUPERSEDED SURVEY CONTROL
 TF0276
 TF0276  NAD 83(1986)-  48 18 30.51715(N)    100 36 44.70464(W) AD(       ) 2
 TF0276  NAD 27      -  48 18 30.50686(N)    100 36 43.21746(W) AD(       ) 2
 TF0276  NGVD 29 (??/??/92)  461.364  (m)         1513.66   (f) ADJ UNCH    1 2
 TF0276
 TF0276.Superseded values are not recommended for survey control.
 TF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0276.See file dsdata.txt to determine how the superseded data were derived.
 TF0276
 TF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU8044151843(NAD 83)
 TF0276_MARKER: DZ = AZIMUTH MARK DISK
 TF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0276_STAMPING: DENBIGH 1946
 TF0276_MARK LOGO: CGS   
 TF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0276+STABILITY: SURFACE MOTION
 TF0276
 TF0276  HISTORY     - Date     Condition        Report By
 TF0276  HISTORY     - 1946     MONUMENTED       CGS
 TF0276  HISTORY     - 1964     GOOD             NGS
 TF0276  HISTORY     - 1982     GOOD             NGS
 TF0276
 TF0276                          STATION DESCRIPTION
 TF0276
 TF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0276'1.1 MI W FROM DENBIGH.
 TF0276'ABOUT 1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0276'AT DENBIGH, IN S 30, T 156 N, R 77 W, 9 POLES WEST OF MILEPOST 171, 99
 TF0276'FEET SOUTH OF THE SOUTH RAIL, 81 FEET NORTH OF THE CENTER LINE OF U.S.
 TF0276'HIGHWAY 2, 5 FEET NORTHEAST OF A TELEGRAPH POLE, 1.0 FOOT WEST OF A
 TF0276'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TF0276'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0276
 TF0276                          STATION RECOVERY (1982)
 TF0276
 TF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0276'RECOVERED THIS DATE.  NOTE, 18.2 KM (11.3 MI) EAST ALONG U.S.
 TF0276'HIGHWAY 2 FROM THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO THE
 TF0276'POST OFFICE IN GRANVILLE, 0.5 KM (0.3 MI) WEST-SOUTHWEST OF A DIRT
 TF0276'ROAD LEADING NORTH TO TRIANGULATION STATION DENBIGH 2 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0273 ***********************************************************************
 TF0273  DESIGNATION -  DENBIGH RM 1
 TF0273  PID         -  TF0273
 TF0273  STATE/COUNTY-  ND/MCHENRY
 TF0273  USGS QUAD   -  DENBIGH (1981)
 TF0273
 TF0273                         *CURRENT SURVEY CONTROL
 TF0273  ___________________________________________________________________
 TF0273* NAD 83(1986)-  48 18 32.     (N)    100 36 18.     (W)     SCALED    
 TF0273* NAVD 88     -       461.999  (meters)    1515.74   (feet)  ADJUSTED  
 TF0273  ___________________________________________________________________
 TF0273  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0273  DYNAMIC HT  -         462.084 (meters)    1516.02  (feet)  COMP
 TF0273  MODELED GRAV-     980,780.2   (mgal)                       NAVD 88
 TF0273
 TF0273  VERT ORDER  -  FIRST     CLASS II
 TF0273
 TF0273.The horizontal coordinates were scaled from a topographic map and have
 TF0273.an estimated accuracy of +/- 6 seconds.
 TF0273
 TF0273.The orthometric height was determined by differential leveling
 TF0273.and adjusted by the National Geodetic Survey in June 1991..
 TF0273
 TF0273.The geoid height was determined by GEOID03.
 TF0273
 TF0273.The dynamic height is computed by dividing the NAVD 88
 TF0273.geopotential number by the normal gravity value computed on the
 TF0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0273.degrees latitude (g = 980.6199 gals.).
 TF0273
 TF0273.The modeled gravity was interpolated from observed gravity values.
 TF0273
 TF0273;                    North         East    Units  Estimated Accuracy
 TF0273;SPC ND N     -   145,530.      592,210.      MT  (+/- 180 meters Scaled)
 TF0273
 TF0273                          SUPERSEDED SURVEY CONTROL
 TF0273
 TF0273  NGVD 29 (??/??/92)  461.612  (m)         1514.47   (f) ADJ UNCH    1 2
 TF0273
 TF0273.Superseded values are not recommended for survey control.
 TF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0273.See file dsdata.txt to determine how the superseded data were derived.
 TF0273
 TF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809518(NAD 83)
 TF0273_MARKER: DR = REFERENCE MARK DISK
 TF0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0273_STAMPING: DENBIGH NO 1 1946
 TF0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0273+STABILITY: SURFACE MOTION
 TF0273
 TF0273  HISTORY     - Date     Condition        Report By
 TF0273  HISTORY     - 1946     MONUMENTED       CGS
 TF0273  HISTORY     - 1964     GOOD             NGS
 TF0273
 TF0273                          STATION DESCRIPTION
 TF0273
 TF0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0273'0.8 MI W FROM DENBIGH.
 TF0273'ABOUT 0.8 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0273'AT DENBIGH, IN S 30, T 156 N, R 77 W, 276 FEET SOUTH AND ACROSS U.S.
 TF0273'HIGHWAY 2 FROM THE SOUTH RAIL, 97 FEET SOUTH OF THE CENTER LINE OF THE
 TF0273'HIGHWAY, 42 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD, 76 FEET EAST
 TF0273'OF DENBIGH 1946, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 TF0273'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0275 ***********************************************************************
 TF0275  DESIGNATION -  DENBIGH RM 2
 TF0275  PID         -  TF0275
 TF0275  STATE/COUNTY-  ND/MCHENRY
 TF0275  USGS QUAD   -  DENBIGH (1981)
 TF0275
 TF0275                         *CURRENT SURVEY CONTROL
 TF0275  ___________________________________________________________________
 TF0275* NAD 83(1986)-  48 18 32.     (N)    100 36 18.     (W)     SCALED    
 TF0275* NAVD 88     -       462.341  (meters)    1516.86   (feet)  ADJUSTED  
 TF0275  ___________________________________________________________________
 TF0275  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0275  DYNAMIC HT  -         462.426 (meters)    1517.14  (feet)  COMP
 TF0275  MODELED GRAV-     980,780.2   (mgal)                       NAVD 88
 TF0275
 TF0275  VERT ORDER  -  FIRST     CLASS II
 TF0275
 TF0275.The horizontal coordinates were scaled from a topographic map and have
 TF0275.an estimated accuracy of +/- 6 seconds.
 TF0275
 TF0275.The orthometric height was determined by differential leveling
 TF0275.and adjusted by the National Geodetic Survey in June 1991..
 TF0275
 TF0275.The geoid height was determined by GEOID03.
 TF0275
 TF0275.The dynamic height is computed by dividing the NAVD 88
 TF0275.geopotential number by the normal gravity value computed on the
 TF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0275.degrees latitude (g = 980.6199 gals.).
 TF0275
 TF0275.The modeled gravity was interpolated from observed gravity values.
 TF0275
 TF0275;                    North         East    Units  Estimated Accuracy
 TF0275;SPC ND N     -   145,530.      592,210.      MT  (+/- 180 meters Scaled)
 TF0275
 TF0275                          SUPERSEDED SURVEY CONTROL
 TF0275
 TF0275  NGVD 29 (??/??/92)  461.953  (m)         1515.59   (f) ADJ UNCH    1 2
 TF0275
 TF0275.Superseded values are not recommended for survey control.
 TF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0275.See file dsdata.txt to determine how the superseded data were derived.
 TF0275
 TF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU809518(NAD 83)
 TF0275_MARKER: DR = REFERENCE MARK DISK
 TF0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0275_STAMPING: DENBIGH NO 2 1946
 TF0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0275+STABILITY: SURFACE MOTION
 TF0275
 TF0275  HISTORY     - Date     Condition        Report By
 TF0275  HISTORY     - 1946     MONUMENTED       CGS
 TF0275  HISTORY     - 1964     GOOD             NGS
 TF0275
 TF0275                          STATION DESCRIPTION
 TF0275
 TF0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0275'0.8 MI W FROM DENBIGH.
 TF0275'ABOUT 0.8 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0275'AT DENBIGH, IN S 30, T 156 N, R 77 W, 283 FEET SOUTH AND ACROSS U.S.
 TF0275'HIGHWAY 2 FROM THE SOUTH RAIL, 105 FEET SOUTH OF THE CENTER LINE OF
 TF0275'THE HIGHWAY, 43 FEET EAST OF A POWER POLE, 81 1/2 FEET WEST OF DENBIGH
 TF0275'1946, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TF0275'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1566 ***********************************************************************
 SN1566  DESIGNATION -  DENHOFF GRAIN CO ELEVATOR
 SN1566  PID         -  SN1566
 SN1566  STATE/COUNTY-  ND/SHERIDAN
 SN1566  USGS QUAD   -  DENHOFF (1960)
 SN1566
 SN1566                         *CURRENT SURVEY CONTROL
 SN1566  ___________________________________________________________________
 SN1566* NAD 83(1996)-  47 28 43.36919(N)    100 15 37.21083(W)     ADJUSTED  
 SN1566* NAVD 88     -                                                        
 SN1566  ___________________________________________________________________
 SN1566  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 SN1566  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SN1566
 SN1566  HORZ ORDER  -  THIRD
 SN1566
 SN1566.The horizontal coordinates were established by classical geodetic methods
 SN1566.and adjusted by the National Geodetic Survey in January 1998..
 SN1566
 SN1566
 SN1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1566
 SN1566.The geoid height was determined by GEOID03.
 SN1566
 SN1566;                    North         East     Units Scale Factor Converg.
 SN1566;SPC ND N     -    53,251.830   618,064.228   MT  0.99999139   +0 10 42.0
 SN1566;SPC ND N     -   174,710.73  2,027,769.78   iFT  0.99999139   +0 10 42.0
 SN1566;UTM  14      - 5,259,133.864   405,042.039   MT  0.99971081   -0 55 44.3
 SN1566
 SN1566                          SUPERSEDED SURVEY CONTROL
 SN1566
 SN1566  NAD 83(1986)-  47 28 43.37562(N)    100 15 37.20714(W) AD(       ) 4
 SN1566  NAD 27      -  47 28 43.38200(N)    100 15 35.74500(W) AD(       ) 3
 SN1566
 SN1566.Superseded values are not recommended for survey control.
 SN1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1566.See file dsdata.txt to determine how the superseded data were derived.
 SN1566
 SN1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT0504259134(NAD 83)
 SN1566_MARKER: 65 = GRAIN ELEVATOR
 SN1566
 SN1566  HISTORY     - Date     Condition        Report By
 SN1566  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1566
 SN1566                          STATION DESCRIPTION
 SN1566
 SN1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1566'THIS INTERSECTION STATION IS THE MORE WESTERLY OF TWO ELEVATORS
 SN1566'LOCATED IN THE VILLAGE OF DENHOFF.  IT IS ABOUT 30 YARDS NW
 SN1566'OF THE NORTHERN PACIFIC DEPOT AND 30 FEET N OF THE N RAIL OF
 SN1566'THE NORTHERN PACIFIC RAILROAD TRACKS.
 SN1566'
 SN1566'IT IS OF WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 90 FEET
 SN1566'HIGH.  IT WAS BUILT IN 1906.
 SN1566'
 SN1566'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1563 ***********************************************************************
 SN1563  DESIGNATION -  DENHOFF MICROWAVE MAST
 SN1563  PID         -  SN1563
 SN1563  STATE/COUNTY-  ND/SHERIDAN
 SN1563  USGS QUAD   -  GOODRICH WEST (1978)
 SN1563
 SN1563                         *CURRENT SURVEY CONTROL
 SN1563  ___________________________________________________________________
 SN1563* NAD 83(1996)-  47 27 38.47977(N)    100 15 00.92821(W)     ADJUSTED  
 SN1563* NAVD 88     -                                                        
 SN1563  ___________________________________________________________________
 SN1563  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 SN1563  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 SN1563
 SN1563  HORZ ORDER  -  THIRD
 SN1563
 SN1563.The horizontal coordinates were established by classical geodetic methods
 SN1563.and adjusted by the National Geodetic Survey in January 1998..
 SN1563
 SN1563
 SN1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1563
 SN1563.The geoid height was determined by GEOID03.
 SN1563
 SN1563;                    North         East     Units Scale Factor Converg.
 SN1563;SPC ND N     -    51,250.267   618,830.375   MT  0.99999473   +0 11 09.0
 SN1563;SPC ND N     -   168,143.92  2,030,283.38   iFT  0.99999473   +0 11 09.0
 SN1563;UTM  14      - 5,257,118.441   405,769.160   MT  0.99970912   -0 55 16.6
 SN1563
 SN1563                          SUPERSEDED SURVEY CONTROL
 SN1563
 SN1563  NAD 83(1986)-  47 27 38.48614(N)    100 15 00.92439(W) AD(       ) 4
 SN1563  NAD 27      -  47 27 38.49900(N)    100 14 59.48100(W) AD(       ) 3
 SN1563
 SN1563.Superseded values are not recommended for survey control.
 SN1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1563.See file dsdata.txt to determine how the superseded data were derived.
 SN1563
 SN1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT0576957118(NAD 83)
 SN1563_MARKER: 44 = MICROWAVE MAST
 SN1563
 SN1563  HISTORY     - Date     Condition        Report By
 SN1563  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1563
 SN1563                          STATION DESCRIPTION
 SN1563
 SN1563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1132 ***********************************************************************
 TF1132  DESIGNATION -  DESLACS
 TF1132  PID         -  TF1132
 TF1132  STATE/COUNTY-  ND/WARD
 TF1132  USGS QUAD   -  DES LACS (1980)
 TF1132
 TF1132                         *CURRENT SURVEY CONTROL
 TF1132  ___________________________________________________________________
 TF1132* NAD 83(1996)-  48 15 48.39450(N)    101 34 43.89228(W)     ADJUSTED  
 TF1132* NAVD 88     -       593.151  (meters)    1946.03   (feet)  ADJUSTED  
 TF1132  ___________________________________________________________________
 TF1132  LAPLACE CORR-          -8.35  (seconds)                    DEFLEC99
 TF1132  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF1132  DYNAMIC HT  -         593.248 (meters)    1946.35  (feet)  COMP
 TF1132  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 TF1132
 TF1132  HORZ ORDER  -  FIRST
 TF1132  VERT ORDER  -  FIRST     CLASS II
 TF1132
 TF1132.The horizontal coordinates were established by classical geodetic methods
 TF1132.and adjusted by the National Geodetic Survey in January 1998..
 TF1132
 TF1132.The orthometric height was determined by differential leveling
 TF1132.and adjusted by the National Geodetic Survey in June 1991..
 TF1132.WARNING-Repeat measurements at this control monument indicate possible
 TF1132.vertical movement.
 TF1132
 TF1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1132
 TF1132.The geoid height was determined by GEOID03.
 TF1132
 TF1132.The dynamic height is computed by dividing the NAVD 88
 TF1132.geopotential number by the normal gravity value computed on the
 TF1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1132.degrees latitude (g = 980.6199 gals.).
 TF1132
 TF1132.The modeled gravity was interpolated from observed gravity values.
 TF1132
 TF1132;                    North         East     Units Scale Factor Converg.
 TF1132;SPC ND N     -   141,032.854   519,907.887   MT  0.99994070   -0 48 10.1
 TF1132;SPC ND N     -   462,706.21  1,705,734.54   iFT  0.99994070   -0 48 10.1
 TF1132;UTM  14      - 5,348,796.474   308,617.440   MT  1.00005005   -1 55 29.9
 TF1132
 TF1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1132!SPC ND N     -   0.99991013  x   0.99994070  =   0.99985083
 TF1132!UTM  14      -   0.99991013  x   1.00005005  =   0.99996017
 TF1132
 TF1132|---------------------------------------------------------------------|
 TF1132| PID    Reference Object                     Distance      Geod. Az  |
 TF1132|                                                           dddmmss.s |
 TF1132| TF1131 DESLACS RM 1                         27.275 METERS 09533     |
 TF1132| TF2200 DESLACS GREAT NORTHERN RR TANK      APPROX. 1.2 KM 1125435.7 |
 TF1132| TF1134 DESLACS AZ MK                                      2944305.1 |
 TF1132| TF2202 LONE TREE CONSOL SCHOOL BELFRY      APPROX. 5.4 KM 2972402.2 |
 TF1132| TF1133 DESLACS RM 2                         23.988 METERS 32431     |
 TF1132|---------------------------------------------------------------------|
 TF1132
 TF1132                          SUPERSEDED SURVEY CONTROL
 TF1132
 TF1132  NAD 83(1986)-  48 15 48.39403(N)    101 34 43.88940(W) AD(       ) 1
 TF1132  NAD 27      -  48 15 48.35800(N)    101 34 42.30300(W) AD(       ) 1
 TF1132  NGVD 29 (07/19/86)  592.75   (m)         1944.7    (f) LEVELING    3  
 TF1132
 TF1132.Superseded values are not recommended for survey control.
 TF1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1132.See file dsdata.txt to determine how the superseded data were derived.
 TF1132
 TF1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0861748796(NAD 83)
 TF1132_MARKER: DS = TRIANGULATION STATION DISK
 TF1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1132_STAMPING: DES LACS 1946
 TF1132_MARK LOGO: CGS   
 TF1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1132+STABILITY: SURFACE MOTION
 TF1132
 TF1132  HISTORY     - Date     Condition        Report By
 TF1132  HISTORY     - 1946     MONUMENTED       CGS
 TF1132  HISTORY     - 1962     GOOD             NGS
 TF1132  HISTORY     - 1963     GOOD             CGS
 TF1132  HISTORY     - 1981     GOOD             NGS
 TF1132  HISTORY     - 1982     GOOD             NGS
 TF1132
 TF1132                          STATION DESCRIPTION
 TF1132
 TF1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF1132'THE STATION IS LOCATED 0.5 MILE WEST OF THE VILLAGE OF DESLACS
 TF1132'ALONG AN OPEN SPACE BETWEEN THE GREAT NORTHERN RAILROAD
 TF1132'TRACKS AND U.S. HIGHWAY 2.  IT IS 76 FEET SOUTH OF THE SOUTH
 TF1132'RAIL OF THE RAILROAD TRACKS, 53 FEET NORTH OF THE APPROXIMATE
 TF1132'CENTER LINE OF U.S. HIGHWAY 2 AND 5-1/2 FEET NORTHWEST OF A
 TF1132'WITNESS POST.  THE MARK PROJECTS I INCH AND THE DISK IS STAMPED
 TF1132'DESLACS 1946.
 TF1132'
 TF1132'REFERENCE MARK NO. 1 IS 89.48 FEET NORTHEAST OF THE STATION,
 TF1132'42 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD
 TF1132'TRACKS AND 65 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 TF1132'U.S. HIGHWAY 2.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 TF1132'STAMPED DESLACS NO 1 1946.
 TF1132'
 TF1132'REFERENCE MARK NO. 2 IS 78.68 FEET NORTHWEST OF THE STATION,
 TF1132'47 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD
 TF1132'TRACKS AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION
 TF1132'MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF1132'DESLACS NO 2 1946.
 TF1132'
 TF1132'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 94 FEET
 TF1132'SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD TRACKS,
 TF1132'28 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2,
 TF1132'5 FEET NORTH OF A WITNESS POST AND 3 FEET NORTH OF A TELEPHONE
 TF1132'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF1132'DESLACS 1946.
 TF1132'
 TF1132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF1132'THE MAIN STREET OF THE VILLAGE OF DESLACS, GO WEST AND NORTH
 TF1132'ON U.S. HIGHWAY 2 FOR 1.2 MILES AND THE STATION ON THE RIGHT
 TF1132'AS DESCRIBED.
 TF1132'
 TF1132'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 TF1132'HIGHWAY 2 FOR 0.4 MILE AND AZIMUTH ON THE RIGHT AS DESCRIBED.
 TF1132'
 TF1132'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TF1132
 TF1132                          STATION RECOVERY (1962)
 TF1132
 TF1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TF1132'0.9 MI W FROM DES LACS.
 TF1132'0.9 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1132'DES LACS, ABOUT 0.2 MILE OR 12 POLES EAST OF MILEPOST 15, ABOUT 10 1/2
 TF1132'RAILS WEST OF A GRAVELED ROAD CROSSING, BETWEEN THE TRACK AND COUNTY
 TF1132'ROAD 10, 76.9 FEET SOUTH OF THE SOUTH RAIL, 55 FEET NORTH OF THE
 TF1132'CENTERLINE OF THE ROAD, 59 FEET NORTHEAST OF THE 4TH TELEPHONE POLE
 TF1132'WEST OF THE GRAVELED ROAD CROSSING, 3.5 FEET EAST OF A METAL WITNESS
 TF1132'POST, ABOUT LEVEL WITH THE COUNTY ROAD, ABOUT 2 1/2 FEET BELOW THE
 TF1132'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TF1132'INCH.
 TF1132
 TF1132                          STATION RECOVERY (1963)
 TF1132
 TF1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF1132'THE STATION WAS RECOVERED AS DESCRIBED IN 1946.  THE HORIZONTAL
 TF1132'DISTANCE AND DIRECTION TO THE AZIMUTH MARK, REFERENCE MARKS,
 TF1132'AND CUTS WAS CHECKED IN THE FIELD AND FOUND TO BE ACCURATE.
 TF1132'A NEW TO REACH FOLLOWS.
 TF1132'
 TF1132'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 TF1132'10 AND THE MAIN STREET IN THE SOUTH EDGE OF DES LACS, GO
 TF1132'WEST AND NORTH ON COUNTY ROAD 10 FOR 1.0 MILE TO A Y-FORK.
 TF1132'KEEP LEFT ON COUNTY ROAD 10 AND GO NORTHWEST FOR 0.15 MILE
 TF1132'TO THE STATION ON THE RIGHT.  CONTINUE AHEAD NORTHWEST ON
 TF1132'COUNTY ROAD 10 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF1132
 TF1132                          STATION RECOVERY (1981)
 TF1132
 TF1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1132'RECOVERED IN GOOD CONDITION.
 TF1132
 TF1132                          STATION RECOVERY (1982)
 TF1132
 TF1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1134 ***********************************************************************
 TF1134  DESIGNATION -  DESLACS AZ MK
 TF1134  PID         -  TF1134
 TF1134  STATE/COUNTY-  ND/WARD
 TF1134  USGS QUAD   -  DES LACS (1980)
 TF1134
 TF1134                         *CURRENT SURVEY CONTROL
 TF1134  ___________________________________________________________________
 TF1134* NAD 83(1986)-  48 15 54.     (N)    101 35 04.     (W)     SCALED    
 TF1134* NAVD 88     -       595.413  (meters)    1953.45   (feet)  ADJUSTED  
 TF1134  ___________________________________________________________________
 TF1134  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 TF1134  DYNAMIC HT  -         595.510 (meters)    1953.77  (feet)  COMP
 TF1134  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 TF1134
 TF1134  VERT ORDER  -  FIRST     CLASS II
 TF1134
 TF1134.The horizontal coordinates were scaled from a topographic map and have
 TF1134.an estimated accuracy of +/- 6 seconds.
 TF1134
 TF1134.The orthometric height was determined by differential leveling
 TF1134.and adjusted by the National Geodetic Survey in June 1991..
 TF1134
 TF1134.The geoid height was determined by GEOID03.
 TF1134
 TF1134.The dynamic height is computed by dividing the NAVD 88
 TF1134.geopotential number by the normal gravity value computed on the
 TF1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1134.degrees latitude (g = 980.6199 gals.).
 TF1134
 TF1134.The modeled gravity was interpolated from observed gravity values.
 TF1134
 TF1134;                    North         East    Units  Estimated Accuracy
 TF1134;SPC ND N     -   141,210.      519,500.      MT  (+/- 180 meters Scaled)
 TF1134
 TF1134                          SUPERSEDED SURVEY CONTROL
 TF1134
 TF1134  NGVD 29 (??/??/92)  595.011  (m)         1952.13   (f) ADJ UNCH    1 2
 TF1134
 TF1134.Superseded values are not recommended for survey control.
 TF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1134.See file dsdata.txt to determine how the superseded data were derived.
 TF1134
 TF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU082489(NAD 83)
 TF1134_MARKER: DZ = AZIMUTH MARK DISK
 TF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1134_STAMPING: DES LACS 1946
 TF1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1134+STABILITY: SURFACE MOTION
 TF1134
 TF1134  HISTORY     - Date     Condition        Report By
 TF1134  HISTORY     - 1946     MONUMENTED       CGS
 TF1134  HISTORY     - 1962     GOOD             NGS
 TF1134  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1134
 TF1134                          STATION DESCRIPTION
 TF1134
 TF1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1134'1.2 MI W FROM DES LACS.
 TF1134'1.2 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1134'DES LACS, ABOUT 0.1 MILE OR 4 POLES WEST OF MILEPOST 15, BETWEEN THE
 TF1134'TRACK AND COUNTY ROAD 10, 94.9 FEET SOUTH OF THE SOUTH RAIL, 35 FEET
 TF1134'NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTHEAST OF THE 2ND
 TF1134'TELEPHONE POLE WEST OF A 30-INCH PIPE CULVERT UNDER THE ROAD, 2.0 FEET
 TF1134'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 5
 TF1134'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TF1134'POST PROJECTING 2 INCHES.
 TF1134
 TF1134                          STATION RECOVERY (1981)
 TF1134
 TF1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1134'EVIDENCE OF GRADING AT MARK SITE.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2200 ***********************************************************************
 TF2200  DESIGNATION -  DESLACS GREAT NORTHERN RR TANK
 TF2200  PID         -  TF2200
 TF2200  STATE/COUNTY-  ND/WARD
 TF2200  USGS QUAD   -  DES LACS (1980)
 TF2200
 TF2200                         *CURRENT SURVEY CONTROL
 TF2200  ___________________________________________________________________
 TF2200* NAD 83(1996)-  48 15 33.64966(N)    101 33 51.65514(W)     ADJUSTED  
 TF2200* NAVD 88     -                                                        
 TF2200  ___________________________________________________________________
 TF2200  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
 TF2200  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TF2200
 TF2200  HORZ ORDER  -  THIRD
 TF2200
 TF2200.The horizontal coordinates were established by classical geodetic methods
 TF2200.and adjusted by the National Geodetic Survey in January 1998..
 TF2200
 TF2200
 TF2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2200
 TF2200.The geoid height was determined by GEOID03.
 TF2200
 TF2200;                    North         East     Units Scale Factor Converg.
 TF2200;SPC ND N     -   140,562.499   520,978.737   MT  0.99994048   -0 47 31.3
 TF2200;SPC ND N     -   461,163.05  1,709,247.82   iFT  0.99994048   -0 47 31.3
 TF2200;UTM  14      - 5,348,305.187   309,678.987   MT  1.00004507   -1 54 50.4
 TF2200
 TF2200                          SUPERSEDED SURVEY CONTROL
 TF2200
 TF2200  NAD 83(1986)-  48 15 33.64954(N)    101 33 51.65130(W) AD(       ) 4
 TF2200  NAD 27      -  48 15 33.61200(N)    101 33 50.06100(W) AD(       ) 3
 TF2200
 TF2200.Superseded values are not recommended for survey control.
 TF2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2200.See file dsdata.txt to determine how the superseded data were derived.
 TF2200
 TF2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0967948305(NAD 83)
 TF2200_MARKER: 53 = ELEVATED TANK
 TF2200
 TF2200  HISTORY     - Date     Condition        Report By
 TF2200  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2200
 TF2200                          STATION DESCRIPTION
 TF2200
 TF2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2200'THE TANK IS LOCATED ON THE NORTH EDGE OF THE VILLAGE OF DES
 TF2200'LACS.  IT IS 300 FEET WEST OF THE RAILROAD STATION AND 70
 TF2200'FEET NORTH OF THE MAIN LINE OF THE RAILROAD.
 TF2200'
 TF2200'THE TANK IS ABOUT 80 FEET HIGH AND 30 FEET IN DIAMETER OF
 TF2200'BLACK WOOD CONSTRUCTION.
 TF2200'
 TF2200'THE POINT INTERSECTED WAS THE PEAK OF THE CONICAL ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1131 ***********************************************************************
 TF1131  DESIGNATION -  DESLACS RM 1
 TF1131  PID         -  TF1131
 TF1131  STATE/COUNTY-  ND/WARD
 TF1131  USGS QUAD   -  DES LACS (1980)
 TF1131
 TF1131                         *CURRENT SURVEY CONTROL
 TF1131  ___________________________________________________________________
 TF1131* NAD 83(1986)-  48 15 48.     (N)    101 34 44.     (W)     SCALED    
 TF1131* NAVD 88     -       592.787  (meters)    1944.84   (feet)  ADJUSTED  
 TF1131  ___________________________________________________________________
 TF1131  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF1131  DYNAMIC HT  -         592.884 (meters)    1945.15  (feet)  COMP
 TF1131  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TF1131
 TF1131  VERT ORDER  -  FIRST     CLASS II
 TF1131
 TF1131.The horizontal coordinates were scaled from a topographic map and have
 TF1131.an estimated accuracy of +/- 6 seconds.
 TF1131
 TF1131.The orthometric height was determined by differential leveling
 TF1131.and adjusted by the National Geodetic Survey in June 1991..
 TF1131.WARNING-Repeat measurements at this control monument indicate possible
 TF1131.vertical movement.
 TF1131
 TF1131.The geoid height was determined by GEOID03.
 TF1131
 TF1131.The dynamic height is computed by dividing the NAVD 88
 TF1131.geopotential number by the normal gravity value computed on the
 TF1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1131.degrees latitude (g = 980.6199 gals.).
 TF1131
 TF1131.The modeled gravity was interpolated from observed gravity values.
 TF1131
 TF1131;                    North         East    Units  Estimated Accuracy
 TF1131;SPC ND N     -   141,020.      519,910.      MT  (+/- 180 meters Scaled)
 TF1131
 TF1131                          SUPERSEDED SURVEY CONTROL
 TF1131
 TF1131  NGVD 29 (??/??/92)  592.382  (m)         1943.51   (f) ADJ UNCH    1 2
 TF1131
 TF1131.Superseded values are not recommended for survey control.
 TF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1131.See file dsdata.txt to determine how the superseded data were derived.
 TF1131
 TF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU086487(NAD 83)
 TF1131_MARKER: DR = REFERENCE MARK DISK
 TF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1131_STAMPING: DES LACS NO 1 1946
 TF1131_MARK LOGO: CGS   
 TF1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1131+STABILITY: SURFACE MOTION
 TF1131
 TF1131  HISTORY     - Date     Condition        Report By
 TF1131  HISTORY     - 1946     MONUMENTED       CGS
 TF1131  HISTORY     - 1962     GOOD             NGS
 TF1131  HISTORY     - 1981     GOOD             NGS
 TF1131  HISTORY     - 1981     GOOD             NGS
 TF1131
 TF1131                          STATION DESCRIPTION
 TF1131
 TF1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1131'0.9 MI W FROM DES LACS.
 TF1131'0.9 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1131'DES LACS, ABOUT 0.2 MILE OR 13 POLES EAST OF MILEPOST 15, ABOUT 8 1/2
 TF1131'RAILS WEST OF THE CENTER OF A GRAVELED ROAD CROSSING, BETWEEN THE
 TF1131'TRACK AND COUNTY ROAD 10, 46.9 FEET SOUTH OF THE SOUTH RAIL, 87.5 FEET
 TF1131'NORTH OF THE CENTER LINE OF THE ROAD, 52.5 FEET NORTHWEST OF THE 3RD
 TF1131'TELEPHONE POLE WEST OF THE GRAVELED ROAD CROSSING, 89.5 FEET NORTHEAST
 TF1131'OF THE STATION MARK, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 TF1131'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TF1131
 TF1131                          STATION RECOVERY (1981)
 TF1131
 TF1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1131'RECOVERED IN GOOD CONDITION.
 TF1131
 TF1131                          STATION RECOVERY (1981)
 TF1131
 TF1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1133 ***********************************************************************
 TF1133  DESIGNATION -  DESLACS RM 2
 TF1133  PID         -  TF1133
 TF1133  STATE/COUNTY-  ND/WARD
 TF1133  USGS QUAD   -  DES LACS (1980)
 TF1133
 TF1133                         *CURRENT SURVEY CONTROL
 TF1133  ___________________________________________________________________
 TF1133* NAD 83(1986)-  48 15 48.     (N)    101 34 44.     (W)     SCALED    
 TF1133* NAVD 88     -       592.697  (meters)    1944.54   (feet)  ADJUSTED  
 TF1133  ___________________________________________________________________
 TF1133  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF1133  DYNAMIC HT  -         592.794 (meters)    1944.86  (feet)  COMP
 TF1133  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TF1133
 TF1133  VERT ORDER  -  FIRST     CLASS II
 TF1133
 TF1133.The horizontal coordinates were scaled from a topographic map and have
 TF1133.an estimated accuracy of +/- 6 seconds.
 TF1133
 TF1133.The orthometric height was determined by differential leveling
 TF1133.and adjusted by the National Geodetic Survey in June 1991..
 TF1133.WARNING-Repeat measurements at this control monument indicate possible
 TF1133.vertical movement.
 TF1133
 TF1133.The geoid height was determined by GEOID03.
 TF1133
 TF1133.The dynamic height is computed by dividing the NAVD 88
 TF1133.geopotential number by the normal gravity value computed on the
 TF1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1133.degrees latitude (g = 980.6199 gals.).
 TF1133
 TF1133.The modeled gravity was interpolated from observed gravity values.
 TF1133
 TF1133;                    North         East    Units  Estimated Accuracy
 TF1133;SPC ND N     -   141,020.      519,910.      MT  (+/- 180 meters Scaled)
 TF1133
 TF1133                          SUPERSEDED SURVEY CONTROL
 TF1133
 TF1133  NGVD 29 (??/??/92)  592.285  (m)         1943.19   (f) ADJ UNCH    1 2
 TF1133
 TF1133.Superseded values are not recommended for survey control.
 TF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1133.See file dsdata.txt to determine how the superseded data were derived.
 TF1133
 TF1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU086487(NAD 83)
 TF1133_MARKER: DR = REFERENCE MARK DISK
 TF1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1133_STAMPING: DES LACS NO 2 1946
 TF1133_MARK LOGO: CGS   
 TF1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1133+STABILITY: SURFACE MOTION
 TF1133
 TF1133  HISTORY     - Date     Condition        Report By
 TF1133  HISTORY     - 1946     MONUMENTED       CGS
 TF1133  HISTORY     - 1962     GOOD             NGS
 TF1133  HISTORY     - 1981     GOOD             NGS
 TF1133  HISTORY     - 1981     GOOD             NGS
 TF1133
 TF1133                          STATION DESCRIPTION
 TF1133
 TF1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1133'0.9 MI W FROM DES LACS.
 TF1133'0.9 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1133'DES LACS, ABOUT 0.2 MILE OR 12 POLES EAST OF MILEPOST 15, ABOUT 12 1/2
 TF1133'RAILS WEST OF THE CENTER OF A GRAVELED ROAD CROSSING, BETWEEN THE
 TF1133'TRACK AND COUNTY ROAD 10, 38.6 FEET SOUTH OF THE SOUTH RAIL, 93.5 FEET
 TF1133'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 78.7 FEET NORTHWEST OF
 TF1133'THE STATION MARK, 61 FEET NORTH-NORTHWEST OF THE 4TH TELEPHONE POLE
 TF1133'WEST OF THE CROSSING, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 TF1133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TF1133
 TF1133                          STATION RECOVERY (1981)
 TF1133
 TF1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1133'RECOVERED IN GOOD CONDITION.
 TF1133
 TF1133                          STATION RECOVERY (1981)
 TF1133
 TF1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1788 ***********************************************************************
 TE1788  DESIGNATION -  DEVIL
 TE1788  PID         -  TE1788
 TE1788  STATE/COUNTY-  ND/RAMSEY
 TE1788  USGS QUAD   -  DEVILS LAKE (1994)
 TE1788
 TE1788                         *CURRENT SURVEY CONTROL
 TE1788  ___________________________________________________________________
 TE1788* NAD 83(1996)-  48 06 37.60970(N)    098 51 47.61456(W)     ADJUSTED  
 TE1788* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 TE1788  ___________________________________________________________________
 TE1788  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 TE1788  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE1788
 TE1788  HORZ ORDER  -  FIRST
 TE1788
 TE1788.The horizontal coordinates were established by classical geodetic methods
 TE1788.and adjusted by the National Geodetic Survey in January 1998..
 TE1788
 TE1788.The orthometric height was scaled from a topographic map.
 TE1788
 TE1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1788
 TE1788.The geoid height was determined by GEOID03.
 TE1788
 TE1788;                    North         East     Units Scale Factor Converg.
 TE1788;SPC ND N     -   124,755.937   721,866.892   MT  0.99993594   +1 13 04.7
 TE1788;SPC ND N     -   409,304.26  2,368,329.70   iFT  0.99993594   +1 13 04.7
 TE1788;UTM  14      - 5,328,585.130   510,180.908   MT  0.99960127   +0 06 06.5
 TE1788
 TE1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1788!SPC ND N     -   0.99993425  x   0.99993594  =   0.99987019
 TE1788!UTM  14      -   0.99993425  x   0.99960127  =   0.99953555
 TE1788
 TE1788|---------------------------------------------------------------------|
 TE1788| PID    Reference Object                     Distance      Geod. Az  |
 TE1788|                                                           dddmmss.s |
 TE1788| CO6755 DEVIL RM 1                           33.839 METERS 02747     |
 TE1788| TE1782 DEVILS LAKE ST OLAF LUTH CH         APPROX. 0.6 KM 0501012.0 |
 TE1788| TE1783 DEVILS LAKE ST MARYS ACAD DOME      APPROX. 1.3 KM 0645616.5 |
 TE1788| TE1781 DEVILS LAKE ST JOSEPH CATH CH       453.398 METERS 0691422.5 |
 TE1788| TE1779 DEVILS LAKE POST OFFICE FLAG        373.872 METERS 07019     |
 TE1788| CO6754 DEVIL AZ MK                                        1250451.2 |
 TE1788| CO6756 DEVIL RM 2                           49.432 METERS 13433     |
 TE1788|---------------------------------------------------------------------|
 TE1788
 TE1788                          SUPERSEDED SURVEY CONTROL
 TE1788
 TE1788  NAD 83(1986)-  48 06 37.60918(N)    098 51 47.61285(W) AD(       ) 1
 TE1788  NAD 27      -  48 06 37.60600(N)    098 51 46.18200(W) AD(       ) 1
 TE1788
 TE1788.Superseded values are not recommended for survey control.
 TE1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1788.See file dsdata.txt to determine how the superseded data were derived.
 TE1788
 TE1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1018128585(NAD 83)
 TE1788_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TE1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1788_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1788
 TE1788  HISTORY     - Date     Condition        Report By
 TE1788  HISTORY     - 1934     MONUMENTED       CGS
 TE1788
 TE1788                          STATION DESCRIPTION
 TE1788
 TE1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1788'STATION IS LOCATED IN THE SW PART OF THE CITY OF DEVILS LAKE SW
 TE1788'OF THE GREAT NORTHERN RAILROAD TRACKS AND NEAR THE OTTER TAIL
 TE1788'POWER COMPANYS PLANT, IN SEC. 34, T 154 N, R 64 W.  STATION IS
 TE1788'19.7 FEET NE OF NW CORNER OF OTTER TAIL POWER COMPANYS FENCE,
 TE1788'184.5 FEET S OF S RAIL OF GREAT NORTHERN RAILROAD TRACKS MAIN
 TE1788'LINE.
 TE1788'
 TE1788'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1788'BRONZE DISKS SET IN CONCRETE.
 TE1788'
 TE1788'REFERENCE MARK NO. 1 IS NW OF STATION ON S SIDE OF RAILROAD
 TE1788'TRACKS, 115.6 FEET NW OF NW CORNER OF POWER COMPANYS FENCE,
 TE1788'AND 89.1 FEET S OF RAILROAD WATER SPOUT.
 TE1788'
 TE1788'REFERENCE MARK NO. 2 IS E OF STATION, 1.0 FOOT N OF POWER
 TE1788'COMPANYS FENCE, AND 38.9 FEET W OF NW CORNER OF POWER HOUSE.
 TE1788'
 TE1788'AZIMUTH MARK IS E OF STATION, 54 FEET S OF S RAIL OF MAIN LINE
 TE1788'RAILROAD TRACKS, 27 FEET S OF S RAIL OF SWITCH TRACKS AND 20
 TE1788'FEET SW OF HIGH LINE POLE.
 TE1788'
 TE1788'TO REACH STATION FROM GREAT NORTHERN RAILROAD PASSENGER DEPOT, GO
 TE1788'SW ACROSS TRACKS 0.1 MILE TO POWER COMPANYS PLANT AND STATION.
 TE1788'
 TE1788'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0702 ***********************************************************************
 TE0702  DESIGNATION -  DEVILS LAKE FIELD
 TE0702  PID         -  TE0702
 TE0702  STATE/COUNTY-  ND/RAMSEY
 TE0702  USGS QUAD   -  CAMP GRAFTON (1994)
 TE0702
 TE0702                         *CURRENT SURVEY CONTROL
 TE0702  ___________________________________________________________________
 TE0702* NAD 83(1996)-  48 06 46.81969(N)    098 55 08.22593(W)     ADJUSTED  
 TE0702* NAVD 88     -       445.490  (meters)    1461.58   (feet)  ADJUSTED  
 TE0702  ___________________________________________________________________
 TE0702  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 TE0702  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE0702  DYNAMIC HT  -         445.569 (meters)    1461.84  (feet)  COMP
 TE0702  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TE0702
 TE0702  HORZ ORDER  -  SECOND
 TE0702  VERT ORDER  -  FIRST     CLASS II
 TE0702
 TE0702.This mark is at Devils Lake Airport (DVL)
 TE0702
 TE0702.The horizontal coordinates were established by classical geodetic methods
 TE0702.and adjusted by the National Geodetic Survey in January 1998..
 TE0702
 TE0702.The orthometric height was determined by differential leveling
 TE0702.and adjusted by the National Geodetic Survey in June 1991..
 TE0702
 TE0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0702
 TE0702.The geoid height was determined by GEOID03.
 TE0702
 TE0702.The dynamic height is computed by dividing the NAVD 88
 TE0702.geopotential number by the normal gravity value computed on the
 TE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0702.degrees latitude (g = 980.6199 gals.).
 TE0702
 TE0702.The modeled gravity was interpolated from observed gravity values.
 TE0702
 TE0702;                    North         East     Units Scale Factor Converg.
 TE0702;SPC ND N     -   124,953.628   717,712.581   MT  0.99993596   +1 10 35.4
 TE0702;SPC ND N     -   409,952.85  2,354,700.07   iFT  0.99993596   +1 10 35.4
 TE0702;UTM  14      - 5,328,863.613   506,032.627   MT  0.99960045   +0 03 37.2
 TE0702
 TE0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0702!SPC ND N     -   0.99993390  x   0.99993596  =   0.99986987
 TE0702!UTM  14      -   0.99993390  x   0.99960045  =   0.99953438
 TE0702
 TE0702:                Primary Azimuth Mark                     Grid Az
 TE0702:SPC ND N     -  DEVILS LAKE KDLR RAD MAST                090 20 02.1
 TE0702:UTM  14      -  DEVILS LAKE KDLR RAD MAST                091 27 00.3
 TE0702
 TE0702|---------------------------------------------------------------------|
 TE0702| PID    Reference Object                     Distance      Geod. Az  |
 TE0702|                                                           dddmmss.s |
 TE0702| TE1784 DEVILS LAKE KDLR RAD MAST           APPROX. 5.5 KM 0913037.5 |
 TE0702| TE1790 CAMP GRAFTON WATER TANK             APPROX. 6.1 KM 1795912.3 |
 TE0702| TE2285 TT STA 8 L RESET                                   1825158.6 |
 TE0702| TE1789 TT STA 8 L                          APPROX. 0.6 KM 1833836.8 |
 TE0702| TE0701 DEVILS LAKE FIELD RM 1               34.565 METERS 20401     |
 TE0702| TE0703 DEVILS LAKE FIELD RM 2               33.092 METERS 33629     |
 TE0702|---------------------------------------------------------------------|
 TE0702
 TE0702                          SUPERSEDED SURVEY CONTROL
 TE0702
 TE0702  NAD 83(1986)-  48 06 46.81933(N)    098 55 08.22397(W) AD(       ) 2
 TE0702  NAD 27      -  48 06 46.82200(N)    098 55 06.78000(W) AD(       ) 2
 TE0702  NGVD 29 (??/??/92)  445.119  (m)         1460.36   (f) ADJ UNCH    1 2
 TE0702
 TE0702.Superseded values are not recommended for survey control.
 TE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0702.See file dsdata.txt to determine how the superseded data were derived.
 TE0702
 TE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0603328864(NAD 83)
 TE0702_MARKER: DS = TRIANGULATION STATION DISK
 TE0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0702_STAMPING: DEVILS LAKE FIELD 1946
 TE0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0702+STABILITY: SURFACE MOTION
 TE0702
 TE0702  HISTORY     - Date     Condition        Report By
 TE0702  HISTORY     - 1946     MONUMENTED       CGS
 TE0702  HISTORY     - 1963     GOOD             NGS
 TE0702  HISTORY     - 1965     GOOD             CGS
 TE0702  HISTORY     - 1965     GOOD             NGS
 TE0702  HISTORY     - 1967     GOOD             CGS
 TE0702  HISTORY     - 1980     MARK NOT FOUND   NGS
 TE0702  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 TE0702  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 TE0702
 TE0702                          STATION DESCRIPTION
 TE0702
 TE0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE0702'THE STATION IS LOCATED ABOUT 3 MILES WEST OF DEVILS LAKE, 0.3 MILE
 TE0702'NORTH OF STATE HIGHWAY NO. 19 AND ABOUT 0.2 MILE WEST OF THE
 TE0702'HANGARS ALONG THE WEST SIDE OF THE AIR PORT.  IT IS 168 FEET
 TE0702'SOUTH OF THE CENTERLINE OF THE ROAD LEADING IN TO THE AIR PORT,
 TE0702'90 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH ROAD,
 TE0702'64 FEET SOUTHEAST OF A TELEPHONE POLE AND 5 FEET NORTHEAST
 TE0702'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 TE0702'IS STAMPED DEVILS LAKE FIELD 1946.
 TE0702'
 TE0702'REFERENCE MARK NO. 1 IS 113.45 FEET SOUTHWEST OF THE STATION,
 TE0702'59 FEET NORTH OF A TELEPHONE POLE AND 44 FEET EAST OF THE CENTERLINE
 TE0702'OF THE NORTH AND SOUTH ROAD.  THE MARK PROJECTS 6 INCHES AND
 TE0702'THE DISK IS STAMPED DEVILS LAKE FIELD 1946 NO. 1.
 TE0702'
 TE0702'REFERENCE MARK NO. 2 IS 108.55 FEET NORTH-NORTHWEST OF THE
 TE0702'STATION, 47 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH
 TE0702'ROAD, 46 FEET NORTH OF A TELEPHONE POLE AND 41 FEET SOUTH OF THE
 TE0702'FIRST TELEPHONE POLE LEADING IN TO THE HANGARS.  THE MARK
 TE0702'PROJECTS 6 INCHES AND THE DISK IS STAMPED DEVILS LAKE FIELD
 TE0702'1946 NO 2.
 TE0702'
 TE0702'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION, 34 FEET SOUTH
 TE0702'OF THE CENTERLINE OF STATE HIGHWAY NO. 19, 28 FEET WEST OF A
 TE0702'T FENCE CORNER, 3 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 TE0702'OF THE FENCE.  THE MARK IS A STANDARD U.S.G.S. DISK SET IN A
 TE0702'8 BY 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES AND
 TE0702'THE DISK IS STAMPED TT STA NO 8 L 1927.
 TE0702'
 TE0702'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 TE0702'HIGHWAY NO. 19 ABOUT 1/2 MILE WEST OF DEVILS LAKE, GO WEST
 TE0702'ON STATE HIGHWAY NO. 19 FOR 2.2 MILES TO A T ROAD RIGHT,
 TE0702'(AZIMUTH MARK IS ON THE LEFT) TURN RIGHT FOR 0.3 MILE TO STATION
 TE0702'ON THE RIGHT.
 TE0702'
 TE0702'A TRAVERSE CONNECTION WAS MADE TO USGS TT STA NO. 8L (1927),
 TE0702'THE DISTANCE BEING 587.652 METERS (1927.98 FEET).
 TE0702'
 TE0702'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TE0702
 TE0702                          STATION RECOVERY (1963)
 TE0702
 TE0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TE0702'2.8 MI W FROM DEVILS LAKE.
 TE0702'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GREAT NORTHERN
 TE0702'RAILWAY OVERPASS AT DEVILS LAKE, THENCE 0.3 MILE NORTH ALONG A
 TE0702'GRAVELED ROAD, IN S 32, R 64 W, T 154 N, AT THE DEVILS LAKE AIRPORT,
 TE0702'193 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 TE0702'NORTHEAST TO TWO LARGE CONCRETE BLOCK HANGARS, 92 FEET EAST OF THE
 TE0702'CENTERLINE OF THE ROAD, 63.0 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT
 TE0702'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0702'POST PROJECTING 2 INCHES.
 TE0702
 TE0702                          STATION RECOVERY (1965)
 TE0702
 TE0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 TE0702'THE STATION MARK AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD
 TE0702'CONDITION AS DESCRIBED.  THE AZIMUTH MARK DID NOT CHECK FOR
 TE0702'AZIMUTH OR DISTANCE FROM THE STATION AS IT WAS EVIDENTLY MOVED
 TE0702'WHEN THE HIGHWAY WAS REBUILT.  FOR LOCATION OF AZIMUTH MARK
 TE0702'SEE RECOVERY NOTE FOR TT STA NO 8L (USGS) 1927.  1965 DATA
 TE0702'ON THE TRAVERSE TO THE AZIMUTH MARK IS AS FOLLOWS--
 TE0702'
 TE0702'DISTANCE--1967.288 FT. (599.629 M) AS COMPUTED FROM TRIANGULATION
 TE0702'IN VICINITY OF AIRPORT.
 TE0702'
 TE0702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 TE0702'WEST OF DEVILS LAKE, N. DAKOTA
 TE0702
 TE0702                          STATION RECOVERY (1965)
 TE0702
 TE0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TE0702'RECOVERED IN GOOD CONDITION.
 TE0702
 TE0702                          STATION RECOVERY (1967)
 TE0702
 TE0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE0702'THE STATION MARK, REFERENCE MARKS 1, 2 AND TT STA NO 8 L USGS
 TE0702'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 46 MINUTES
 TE0702'23.8 SECONDS FROM THE 1946 OBSERVED DIRECTIONS TO TT STA NO 8 L
 TE0702'USGS WAS NOTED.  THE 1967 OBSERVATIONS AND THE LIGHT SHOWN
 TE0702'WERE CAREFULLY CHECKED AFTER THE OBSERVATIONS WERE MADE AND
 TE0702'NO ERROR OR ECCENTRICITY FOUND.  THE HANGERS MENTIONED IN THE
 TE0702'ORIGINAL DESCRIPTION ARE NOW ABANDONED AND NEW ONES HAVE
 TE0702'BEEN CONSTRUCTED ABOUT 1/2 MILE SOUTHEAST OF THE STATION.
 TE0702'DIFFERENCE IN DISTANCES TO LOCAL OBJECTS WERE FOUND AT
 TE0702'REFERENCE MARK 2 AND TT STA NO 8 L USGS DUE TO ROAD
 TE0702'CONSTRUCTION.  THE DESCRIPTION TO REACH THE STATION AND
 TE0702'MEASUREMENTS TO THE STATION AND REFERENCE MARK 1 ARE PREVIOUSLY
 TE0702'DESCRIBED.
 TE0702'
 TE0702'THE STATION IS ABOUT 3 MILES WEST OF DEVILS LAKE, 1/2 MILE
 TE0702'NORTHWEST OF THE AIRPORT HANGERS, 0.3 MILE NORTH OF STATE HIGHWAY
 TE0702'19 AND NEAR THE WEST EDGE OF THE AIRPORT.
 TE0702'
 TE0702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE0702'STATE HIGHWAY 19 ABOUT 1/2 MILE WEST OF DEVILS LAKE, GO WEST
 TE0702'ON STATE HIGHWAY 19 FOR 2.2 MILES TO A GRAVELED SIDE ROAD RIGHT
 TE0702'AND TT STA NO 8 L USGS ON THE LEFT.  TURN RIGHT AND GO NORTH
 TE0702'ON THE GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 TE0702'
 TE0702'STATION MARK IS A STANDARD DISK, STAMPED DEVILS LAKE FIELD
 TE0702'1946, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 TE0702'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 168 FEET SOUTH OF
 TE0702'THE CENTERLINE OF THE GRAVELED ROAD LEADING TO THE ABANDONED
 TE0702'HANGERS, 90 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 TE0702'GRAVELED ROAD, 64 FEET SOUTHEAST OF A TELEPHONE LINE POLE AND
 TE0702'5 FEET NORTHEAST OF A WITNESS POST.
 TE0702'
 TE0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEVILS LAKE FIELD
 TE0702'1946 NO 1, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 TE0702'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 59 FEET NORTH
 TE0702'OF A TELEPHONE LINE POLE, 44 FEET EAST OF THE CENTERLINE OF
 TE0702'THE NORTH-SOUTH GRAVELED ROAD AND ABOUT THE SAME ELEVATION
 TE0702'AS THE STATION.
 TE0702'
 TE0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEVILS LAKE
 TE0702'FIELD 1946 NO 2, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 TE0702'POST, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 71.0
 TE0702'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO THE ABANDONED
 TE0702'HANGERS, 53.8 FEET NORTH OF A TELEPHONE LINE POLE, 47.0 FEET
 TE0702'EAST OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD, 40.8
 TE0702'FEET SOUTH-SOUTHWEST OF A TELEPHONE LINE POLE AND ABOUT THE
 TE0702'SAME ELEVATION AS THE STATION.
 TE0702'
 TE0702'TT STA NO 8 L IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 TE0702'STAMPED TT STA NO 8 L 1927, SET IN THE TOP OF A 6 INCH X 6
 TE0702'INCH PRECAST CONCRETE POST, THAT PROJECTS 1 INCH ABOVE THE
 TE0702'GROUND.  IT IS 73.0 FEET SOUTH OF THE CENTERLINE OF STATE
 TE0702'HIGHWAY 19 AND THE GRAVELED ROAD NORTH TO THE STATION, 73.0
 TE0702'FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT, 110.0
 TE0702'FEET WEST-NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 26.0
 TE0702'FEET NORTH OF A FENCE AND 1.0 FEET NORTH OF A WITNESS POST.
 TE0702'
 TE0702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST
 TE0702'OF DEVILS LAKE.
 TE0702
 TE0702                          STATION RECOVERY (1980)
 TE0702
 TE0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 TE0702'SEARCHED FOR BUT NOT RECOVERED.
 TE0702'
 TE0702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 TE0702'DEVILS LAKE.
 TE0702
 TE0702                          STATION RECOVERY (1981)
 TE0702
 TE0702'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (RWC)
 TE0702'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT APPEAR TO HAVE
 TE0702'BEEN DESTROYED BY CONSTRUCTION AT AIRPORT.
 TE0702'
 TE0702'TIES TO STATION HAVE BEEN REMOVED.
 TE0702'
 TE0702'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF DEVILS
 TE0702'LAKE.
 TE0702
 TE0702                          STATION RECOVERY (1981)
 TE0702
 TE0702'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (MS)
 TE0702'DEVILS LAKE FIELD 1946 SURFACE MARK DESTROYED ( UNDERGROUND
 TE0702'MARK - GOOD.
 TE0702'
 TE0702'RM NO. 1 DEVILS LAKE FIELD 1946 BEEN MOVED BY CONSTRUCTION BUT STILL
 TE0702'THERE.
 TE0702'
 TE0702'RM NO. 2 DEVILS LAKE FIELD 1946 RECOVERED GOOD.
 TE0702'
 TE0702'RM NO. 1 LOOKS LIKE IT HAS BEEN MOVED ABOUT 0.10 FEET S.
 TE0702'
 TE0702'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES W. OF DEVILS LAKE
 TE0702'0.3 MILES N. OF HWY 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0701 ***********************************************************************
 TE0701  DESIGNATION -  DEVILS LAKE FIELD RM 1
 TE0701  PID         -  TE0701
 TE0701  STATE/COUNTY-  ND/RAMSEY
 TE0701  USGS QUAD   -  CAMP GRAFTON (1994)
 TE0701
 TE0701                         *CURRENT SURVEY CONTROL
 TE0701  ___________________________________________________________________
 TE0701* NAD 83(1986)-  48 06 46.     (N)    098 55 07.     (W)     SCALED    
 TE0701* NAVD 88     -       445.185  (meters)    1460.58   (feet)  ADJUSTED  
 TE0701  ___________________________________________________________________
 TE0701  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE0701  DYNAMIC HT  -         445.264 (meters)    1460.84  (feet)  COMP
 TE0701  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TE0701
 TE0701  VERT ORDER  -  FIRST     CLASS II
 TE0701
 TE0701.This mark is at Devils Lake Airport (DVL)
 TE0701
 TE0701.The horizontal coordinates were scaled from a topographic map and have
 TE0701.an estimated accuracy of +/- 6 seconds.
 TE0701
 TE0701.The orthometric height was determined by differential leveling
 TE0701.and adjusted by the National Geodetic Survey in June 1991..
 TE0701
 TE0701.The geoid height was determined by GEOID03.
 TE0701
 TE0701.The dynamic height is computed by dividing the NAVD 88
 TE0701.geopotential number by the normal gravity value computed on the
 TE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0701.degrees latitude (g = 980.6199 gals.).
 TE0701
 TE0701.The modeled gravity was interpolated from observed gravity values.
 TE0701
 TE0701;                    North         East    Units  Estimated Accuracy
 TE0701;SPC ND N     -   124,930.      717,740.      MT  (+/- 180 meters Scaled)
 TE0701
 TE0701                          SUPERSEDED SURVEY CONTROL
 TE0701
 TE0701  NGVD 29 (??/??/92)  444.814  (m)         1459.36   (f) ADJ UNCH    1 2
 TE0701
 TE0701.Superseded values are not recommended for survey control.
 TE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0701.See file dsdata.txt to determine how the superseded data were derived.
 TE0701
 TE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU060288(NAD 83)
 TE0701_MARKER: DR = REFERENCE MARK DISK
 TE0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0701_STAMPING: DEVILS LAKE FIELD NO 1 1946
 TE0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0701+STABILITY: SURFACE MOTION
 TE0701
 TE0701  HISTORY     - Date     Condition        Report By
 TE0701  HISTORY     - 1946     MONUMENTED       CGS
 TE0701  HISTORY     - 1963     GOOD             NGS
 TE0701  HISTORY     - 1965     GOOD             NGS
 TE0701
 TE0701                          STATION DESCRIPTION
 TE0701
 TE0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0701'2.8 MI W FROM DEVILS LAKE.
 TE0701'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GREAT NORTHERN
 TE0701'RAILWAY OVERPASS AT DEVILS LAKE, THENCE 0.3 MILE NORTH ALONG A
 TE0701'GRAVELED ROAD, IN S 32, R 64 W, T 154 N, AT THE DEVILS LAKE AIRPORT,
 TE0701'279 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 TE0701'NORTHEAST TO TWO LARGE CONCRETE BLOCK HANGARS, 113.4 FEET SOUTHWEST OF
 TE0701'THE STATION MARK, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 1
 TE0701'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0701'POST PROJECTING 2 INCHES.
 TE0701
 TE0701                          STATION RECOVERY (1965)
 TE0701
 TE0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TE0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0703 ***********************************************************************
 TE0703  DESIGNATION -  DEVILS LAKE FIELD RM 2
 TE0703  PID         -  TE0703
 TE0703  STATE/COUNTY-  ND/RAMSEY
 TE0703  USGS QUAD   -  CAMP GRAFTON (1994)
 TE0703
 TE0703                         *CURRENT SURVEY CONTROL
 TE0703  ___________________________________________________________________
 TE0703* NAD 83(1986)-  48 06 46.     (N)    098 55 07.     (W)     SCALED    
 TE0703* NAVD 88     -       445.154  (meters)    1460.48   (feet)  ADJUSTED  
 TE0703  ___________________________________________________________________
 TE0703  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE0703  DYNAMIC HT  -         445.233 (meters)    1460.74  (feet)  COMP
 TE0703  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TE0703
 TE0703  VERT ORDER  -  FIRST     CLASS II
 TE0703
 TE0703.This mark is at Devils Lake Airport (DVL)
 TE0703
 TE0703.The horizontal coordinates were scaled from a topographic map and have
 TE0703.an estimated accuracy of +/- 6 seconds.
 TE0703
 TE0703.The orthometric height was determined by differential leveling
 TE0703.and adjusted by the National Geodetic Survey in June 1991..
 TE0703
 TE0703.The geoid height was determined by GEOID03.
 TE0703
 TE0703.The dynamic height is computed by dividing the NAVD 88
 TE0703.geopotential number by the normal gravity value computed on the
 TE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0703.degrees latitude (g = 980.6199 gals.).
 TE0703
 TE0703.The modeled gravity was interpolated from observed gravity values.
 TE0703
 TE0703;                    North         East    Units  Estimated Accuracy
 TE0703;SPC ND N     -   124,930.      717,740.      MT  (+/- 180 meters Scaled)
 TE0703
 TE0703                          SUPERSEDED SURVEY CONTROL
 TE0703
 TE0703  NGVD 29 (??/??/92)  444.783  (m)         1459.26   (f) ADJ UNCH    1 2
 TE0703
 TE0703.Superseded values are not recommended for survey control.
 TE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0703.See file dsdata.txt to determine how the superseded data were derived.
 TE0703
 TE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU060288(NAD 83)
 TE0703_MARKER: DR = REFERENCE MARK DISK
 TE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0703_STAMPING: DEVILS LAKE FIELD NO 2 1946
 TE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0703+STABILITY: SURFACE MOTION
 TE0703
 TE0703  HISTORY     - Date     Condition        Report By
 TE0703  HISTORY     - 1946     MONUMENTED       CGS
 TE0703  HISTORY     - 1963     GOOD             NGS
 TE0703  HISTORY     - 1965     GOOD             NGS
 TE0703
 TE0703                          STATION DESCRIPTION
 TE0703
 TE0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0703'2.8 MI W FROM DEVILS LAKE.
 TE0703'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 19 FROM THE GREAT NORTHERN
 TE0703'RAILWAY OVERPASS AT DEVILS LAKE, THENCE 0.3 MILE NORTH ALONG A
 TE0703'GRAVELED ROAD, IN S 32, R 64 W, T 154 N, AT THE DEVILS LAKE AIRPORT,
 TE0703'108.5 FEET NORTHWEST OF THE STATION MARK, 85.5 FEET SOUTHEAST OF THE
 TE0703'CENTER OF THE JUNCTION OF A DRIVEWAY LEADING NORTHEAST TO TWO CONCRETE
 TE0703'BLOCK HANGARS, 49.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 54.0
 TE0703'FEET NORTH OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0703'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TE0703
 TE0703                          STATION RECOVERY (1965)
 TE0703
 TE0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TE0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1778 ***********************************************************************
 TE1778  DESIGNATION -  DEVILS LAKE K AND K CABLE TV
 TE1778  PID         -  TE1778
 TE1778  STATE/COUNTY-  ND/RAMSEY
 TE1778  USGS QUAD   -  DEVILS LAKE (1994)
 TE1778
 TE1778                         *CURRENT SURVEY CONTROL
 TE1778  ___________________________________________________________________
 TE1778* NAD 83(1996)-  48 07 13.37779(N)    098 47 15.70813(W)     ADJUSTED  
 TE1778* NAVD 88     -                                                        
 TE1778  ___________________________________________________________________
 TE1778  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 TE1778  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 TE1778
 TE1778  HORZ ORDER  -  THIRD
 TE1778
 TE1778.The horizontal coordinates were established by classical geodetic methods
 TE1778.and adjusted by the National Geodetic Survey in January 1998..
 TE1778
 TE1778
 TE1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1778
 TE1778.The geoid height was determined by GEOID03.
 TE1778
 TE1778;                    North         East     Units Scale Factor Converg.
 TE1778;SPC ND N     -   125,982.659   727,465.015   MT  0.99993604   +1 16 27.1
 TE1778;SPC ND N     -   413,328.93  2,386,696.24   iFT  0.99993604   +1 16 27.1
 TE1778;UTM  14      - 5,329,702.199   515,799.988   MT  0.99960307   +0 09 29.1
 TE1778
 TE1778                          SUPERSEDED SURVEY CONTROL
 TE1778
 TE1778  NAD 83(1986)-  48 07 13.37707(N)    098 47 15.70613(W) AD(       ) 4
 TE1778  NAD 27      -  48 07 13.36662(N)    098 47 14.28588(W) AD(       ) 3
 TE1778
 TE1778.Superseded values are not recommended for survey control.
 TE1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1778.See file dsdata.txt to determine how the superseded data were derived.
 TE1778
 TE1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1580029702(NAD 83)
 TE1778_MARKER: 42 = RADIO/TV MAST
 TE1778
 TE1778  HISTORY     - Date     Condition        Report By
 TE1778  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1778
 TE1778                          STATION DESCRIPTION
 TE1778
 TE1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1778'THE STATION IS THE CENTER OF THE TOP OF A 160 FOOT HIGH STEEL
 TE1778'MAST OWNED BY THE DEVILS LAKE K AND K CABLE TV.  IT IS LOCATED
 TE1778'EAST OF TOWN, 3.8 MILES EAST OF 5TH AVENUE NORTH, 0.1 MILE
 TE1778'NORTH OF THE SOO LINE RAILROAD TRACKS AND 0.1 MILE SOUTH OF
 TE1778'A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1784 ***********************************************************************
 TE1784  DESIGNATION -  DEVILS LAKE KDLR RAD MAST
 TE1784  PID         -  TE1784
 TE1784  STATE/COUNTY-  ND/RAMSEY
 TE1784  USGS QUAD   -  DEVILS LAKE (1994)
 TE1784
 TE1784                         *CURRENT SURVEY CONTROL
 TE1784  ___________________________________________________________________
 TE1784* NAD 83(1996)-  48 06 42.08381(N)    098 50 44.77854(W)     ADJUSTED  
 TE1784* NAVD 88     -                                                        
 TE1784  ___________________________________________________________________
 TE1784  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 TE1784  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 TE1784
 TE1784  HORZ ORDER  -  THIRD
 TE1784
 TE1784.The horizontal coordinates were established by classical geodetic methods
 TE1784.and adjusted by the National Geodetic Survey in January 1998..
 TE1784
 TE1784
 TE1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1784
 TE1784.The geoid height was determined by GEOID03.
 TE1784
 TE1784;                    North         East     Units Scale Factor Converg.
 TE1784;SPC ND N     -   124,921.861   723,163.305   MT  0.99993595   +1 13 51.5
 TE1784;SPC ND N     -   409,848.63  2,372,583.02   iFT  0.99993595   +1 13 51.5
 TE1784;UTM  14      - 5,328,725.722   511,479.873   MT  0.99960162   +0 06 53.3
 TE1784
 TE1784                          SUPERSEDED SURVEY CONTROL
 TE1784
 TE1784  NAD 83(1986)-  48 06 42.08331(N)    098 50 44.77638(W) AD(       ) 4
 TE1784  NAD 27      -  48 06 42.08600(N)    098 50 43.35300(W) AD(       ) 3
 TE1784
 TE1784.Superseded values are not recommended for survey control.
 TE1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1784.See file dsdata.txt to determine how the superseded data were derived.
 TE1784
 TE1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1148028726(NAD 83)
 TE1784_MARKER: 42 = RADIO/TV MAST
 TE1784
 TE1784  HISTORY     - Date     Condition        Report By
 TE1784  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1784  HISTORY     - 1965     GOOD             CGS
 TE1784  HISTORY     - 1967     GOOD             CGS
 TE1784
 TE1784                          STATION DESCRIPTION
 TE1784
 TE1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1784'THIS STATION IS LOCATED IN EAST PART OF DEVILS LAKE.  IT
 TE1784'IS A STEEL STRUCTURE PAINTED RED AND WHITE AND APPROXIMATELY
 TE1784'125 FEET HIGH.  POINT INTERSECTED WAS APEX OF TOWER.
 TE1784'
 TE1784'TO REACH FROM POST OFFICE IN DEVILS LAKE GO EAST FOR SEVEN
 TE1784'BLOCKS.  THE TOWER SETS EAST FROM A NORTH AND SOUTH STREET
 TE1784'APPROXIMATELY 100 YARDS.
 TE1784
 TE1784                          STATION RECOVERY (1965)
 TE1784
 TE1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 TE1784'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TE1784'DESCRIBED.
 TE1784
 TE1784                          STATION RECOVERY (1967)
 TE1784
 TE1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1784'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1791 ***********************************************************************
 TE1791  DESIGNATION -  DEVILS LAKE MUN AIRPORT BCN
 TE1791  PID         -  TE1791
 TE1791  STATE/COUNTY-  ND/RAMSEY
 TE1791  USGS QUAD   -  CAMP GRAFTON (1994)
 TE1791
 TE1791                         *CURRENT SURVEY CONTROL
 TE1791  ___________________________________________________________________
 TE1791* NAD 83(1996)-  48 06 30.44953(N)    098 54 15.51740(W)     ADJUSTED  
 TE1791* NAVD 88     -                                                        
 TE1791  ___________________________________________________________________
 TE1791  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 TE1791  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE1791
 TE1791  HORZ ORDER  -  THIRD
 TE1791
 TE1791.This mark is at Devils Lake Airport (DVL)
 TE1791
 TE1791.The horizontal coordinates were established by classical geodetic methods
 TE1791.and adjusted by the National Geodetic Survey in January 1998..
 TE1791
 TE1791
 TE1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1791
 TE1791.The geoid height was determined by GEOID03.
 TE1791
 TE1791;                    North         East     Units Scale Factor Converg.
 TE1791;SPC ND N     -   124,470.634   718,812.977   MT  0.99993593   +1 11 14.7
 TE1791;SPC ND N     -   408,368.22  2,358,310.29   iFT  0.99993593   +1 11 14.7
 TE1791;UTM  14      - 5,328,359.445   507,123.040   MT  0.99960062   +0 04 16.4
 TE1791
 TE1791                          SUPERSEDED SURVEY CONTROL
 TE1791
 TE1791  NAD 83(1986)-  48 06 30.44900(N)    098 54 15.51548(W) AD(       ) 4
 TE1791  NAD 27      -  48 06 30.44744(N)    098 54 14.07530(W) AD(       ) 3
 TE1791
 TE1791.Superseded values are not recommended for survey control.
 TE1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1791.See file dsdata.txt to determine how the superseded data were derived.
 TE1791
 TE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0712328359(NAD 83)
 TE1791_MARKER: 21 = AIRPORT BEACON
 TE1791
 TE1791  HISTORY     - Date     Condition        Report By
 TE1791  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1791  HISTORY     - 1972     GOOD             NGS
 TE1791  HISTORY     - 1980     GOOD             CGS
 TE1791
 TE1791                          STATION DESCRIPTION
 TE1791
 TE1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1791'THE STATION IS THE BEACON MOUNTED ON A 30 FOOT HIGH STEEL
 TE1791'TOWER, LOCATED AT THE SOUTHEAST EDGE OF THE DEVILS LAKE MUNICIPAL
 TE1791'AIRPORT, 1.3 MILES WEST OF TOWN, 1.5 MILES WEST OF THE JUNCTION
 TE1791'OF STATE HIGHWAY 19 W AND U.S. HIGHWAY 2, 255 FEET NORTH OF THE
 TE1791'CENTERLINE OF 19 W AND 210 FEET SOUTHWEST OF THE CORNER OF A
 TE1791'HANGER.
 TE1791
 TE1791                          STATION RECOVERY (1972)
 TE1791
 TE1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (BHB)
 TE1791'STATION WAS RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER STATED
 TE1791'THAT THE BEACON LIGHT WAS TO BE REPLACED WITHIN THE NEXT YEAR,
 TE1791'ITS POSITION SHOULD BE USED WITH CAUTION.
 TE1791'
 TE1791'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES
 TE1791'WEST OF DEVILS LAKE, N.D.
 TE1791
 TE1791                          STATION RECOVERY (1980)
 TE1791
 TE1791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1980 (GSN)
 TE1791'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1780 ***********************************************************************
 TE1780  DESIGNATION -  DEVILS LAKE MUNICIPAL TANK
 TE1780  PID         -  TE1780
 TE1780  STATE/COUNTY-  ND/RAMSEY
 TE1780  USGS QUAD   -  DEVILS LAKE (1994)
 TE1780
 TE1780                         *CURRENT SURVEY CONTROL
 TE1780  ___________________________________________________________________
 TE1780* NAD 83(1996)-  48 07 08.66923(N)    098 51 29.87339(W)     ADJUSTED  
 TE1780* NAVD 88     -                                                        
 TE1780  ___________________________________________________________________
 TE1780  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 TE1780  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE1780
 TE1780  HORZ ORDER  -  THIRD
 TE1780
 TE1780.The horizontal coordinates were established by classical geodetic methods
 TE1780.and adjusted by the National Geodetic Survey in January 1998..
 TE1780
 TE1780
 TE1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1780
 TE1780.The geoid height was determined by GEOID03.
 TE1780
 TE1780;                    North         East     Units Scale Factor Converg.
 TE1780;SPC ND N     -   125,722.800   722,213.309   MT  0.99993602   +1 13 17.9
 TE1780;SPC ND N     -   412,476.38  2,369,466.24   iFT  0.99993602   +1 13 17.9
 TE1780;UTM  14      - 5,329,544.739   510,545.971   MT  0.99960137   +0 06 19.8
 TE1780
 TE1780                          SUPERSEDED SURVEY CONTROL
 TE1780
 TE1780  NAD 83(1986)-  48 07 08.66864(N)    098 51 29.87119(W) AD(       ) 4
 TE1780  NAD 27      -  48 07 08.66231(N)    098 51 28.43584(W) AD(       ) 3
 TE1780
 TE1780.Superseded values are not recommended for survey control.
 TE1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1780.See file dsdata.txt to determine how the superseded data were derived.
 TE1780
 TE1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1054629545(NAD 83)
 TE1780_MARKER: 53 = ELEVATED TANK
 TE1780
 TE1780  HISTORY     - Date     Condition        Report By
 TE1780  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1780  HISTORY     - 1975     GOOD             NGS
 TE1780  HISTORY     - 1980     GOOD             NGS
 TE1780
 TE1780                          STATION DESCRIPTION
 TE1780
 TE1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1780'THE STATION IS THE CENTER OF THE TOP OF A 160 FOOT HIGH
 TE1780'DOUBLE ELLIPSOLOIDAL ELEVATED TANK LOCATED IN THE NORTH SECTION
 TE1780'OF TOWN.  IT IS 90 FEET EAST OF 5TH AVENUE NORTH AND 270 FEET
 TE1780'NORTH OF THE INTERSECTION OF 5TH AVENUE NORTH AND THE SOO
 TE1780'LINE RAILROAD TRACKS.
 TE1780
 TE1780                          STATION RECOVERY (1975)
 TE1780
 TE1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 TE1780'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TE1780'
 TE1780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DEVILS LAKE.
 TE1780
 TE1780                          STATION RECOVERY (1980)
 TE1780
 TE1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 TE1780'RECOVERED AS DESCRIBED.
 TE1780'
 TE1780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN DEVILS LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1785 ***********************************************************************
 TE1785  DESIGNATION -  DEVILS LAKE NW BELL TEL MICRO
 TE1785  PID         -  TE1785
 TE1785  STATE/COUNTY-  ND/RAMSEY
 TE1785  USGS QUAD   -  DEVILS LAKE (1994)
 TE1785
 TE1785                         *CURRENT SURVEY CONTROL
 TE1785  ___________________________________________________________________
 TE1785* NAD 83(1996)-  48 07 23.89012(N)    098 48 36.33519(W)     ADJUSTED  
 TE1785* NAVD 88     -                                                        
 TE1785  ___________________________________________________________________
 TE1785  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 TE1785  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 TE1785
 TE1785  HORZ ORDER  -  THIRD
 TE1785
 TE1785.The horizontal coordinates were established by classical geodetic methods
 TE1785.and adjusted by the National Geodetic Survey in January 1998..
 TE1785
 TE1785
 TE1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1785
 TE1785.The geoid height was determined by GEOID03.
 TE1785
 TE1785;                    North         East     Units Scale Factor Converg.
 TE1785;SPC ND N     -   126,270.419   725,790.956   MT  0.99993607   +1 15 27.1
 TE1785;SPC ND N     -   414,273.03  2,381,203.92   iFT  0.99993607   +1 15 27.1
 TE1785;UTM  14      - 5,330,022.406   514,132.408   MT  0.99960245   +0 08 29.0
 TE1785
 TE1785                          SUPERSEDED SURVEY CONTROL
 TE1785
 TE1785  NAD 83(1986)-  48 07 23.88942(N)    098 48 36.33313(W) AD(       ) 4
 TE1785  NAD 27      -  48 07 23.87919(N)    098 48 34.90824(W) AD(       ) 3
 TE1785
 TE1785.Superseded values are not recommended for survey control.
 TE1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1785.See file dsdata.txt to determine how the superseded data were derived.
 TE1785
 TE1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1413230022(NAD 83)
 TE1785_MARKER: 44 = MICROWAVE MAST
 TE1785
 TE1785  HISTORY     - Date     Condition        Report By
 TE1785  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1785
 TE1785                          STATION DESCRIPTION
 TE1785
 TE1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1785'THE STATION IS THE CENTER OF THE TOP OF A 105 FOOT HIGH STEEL
 TE1785'MAST OWNED BY THE NORTHWEST BELL TELEPHONE COMPANY.  IT IS
 TE1785'LOCATED 2.3 MILES EAST OF 5TH AVENUE NORTH AND 300 FEET NORTH
 TE1785'OF AN EAST-WEST GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1779 ***********************************************************************
 TE1779  DESIGNATION -  DEVILS LAKE POST OFFICE FLAG
 TE1779  PID         -  TE1779
 TE1779  STATE/COUNTY-  ND/RAMSEY
 TE1779  USGS QUAD   -  DEVILS LAKE (1994)
 TE1779
 TE1779                         *CURRENT SURVEY CONTROL
 TE1779  ___________________________________________________________________
 TE1779* NAD 83(1996)-  48 06 41.68598(N)    098 51 30.59549(W)     ADJUSTED  
 TE1779* NAVD 88     -                                                        
 TE1779  ___________________________________________________________________
 TE1779  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 TE1779  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE1779
 TE1779  HORZ ORDER  -  THIRD
 TE1779
 TE1779.The horizontal coordinates were established by classical geodetic methods
 TE1779.and adjusted by the National Geodetic Survey in January 1998..
 TE1779
 TE1779
 TE1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1779
 TE1779.The geoid height was determined by GEOID03.
 TE1779
 TE1779;                    North         East     Units Scale Factor Converg.
 TE1779;SPC ND N     -   124,889.297   722,216.145   MT  0.99993595   +1 13 17.4
 TE1779;SPC ND N     -   409,741.79  2,369,475.54   iFT  0.99993595   +1 13 17.4
 TE1779;UTM  14      - 5,328,711.619   510,532.575   MT  0.99960136   +0 06 19.2
 TE1779
 TE1779                          SUPERSEDED SURVEY CONTROL
 TE1779
 TE1779  NAD 83(1986)-  48 06 41.68539(N)    098 51 30.59360(W) AD(       ) 4
 TE1779  NAD 27      -  48 06 41.68100(N)    098 51 29.16300(W) AD(       ) 3
 TE1779
 TE1779.Superseded values are not recommended for survey control.
 TE1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1779.See file dsdata.txt to determine how the superseded data were derived.
 TE1779
 TE1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1053328712(NAD 83)
 TE1779_MARKER: 62 = FLAGPOLE
 TE1779
 TE1779  HISTORY     - Date     Condition        Report By
 TE1779  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1779
 TE1779                          STATION DESCRIPTION
 TE1779
 TE1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1779'POINT OBSERVED UPON IS THE TIP OF THE FLAGPOLE ON THE FRONT
 TE1779'GABLE OF THE WHITE LIMESTONE POST OFFICE, ERECTED IN 1910
 TE1779'AND LOCATED ON THE NE CORNER OF FOURTH STREET AND FIFTH AVENUE.
 TE1779'
 TE1779'STATION OBSERVED UPON FROM HALGREN, ANDY, LAKE, DEVIL AND GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1786 ***********************************************************************
 TE1786  DESIGNATION -  DEVILS LAKE READY MIX RAD MAST
 TE1786  PID         -  TE1786
 TE1786  STATE/COUNTY-  ND/RAMSEY
 TE1786  USGS QUAD   -  DEVILS LAKE (1994)
 TE1786
 TE1786                         *CURRENT SURVEY CONTROL
 TE1786  ___________________________________________________________________
 TE1786* NAD 83(1996)-  48 06 59.25609(N)    098 52 28.83907(W)     ADJUSTED  
 TE1786* NAVD 88     -                                                        
 TE1786  ___________________________________________________________________
 TE1786  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 TE1786  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TE1786
 TE1786  HORZ ORDER  -  THIRD
 TE1786
 TE1786.The horizontal coordinates were established by classical geodetic methods
 TE1786.and adjusted by the National Geodetic Survey in January 1998..
 TE1786
 TE1786
 TE1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1786
 TE1786.The geoid height was determined by GEOID03.
 TE1786
 TE1786;                    North         East     Units Scale Factor Converg.
 TE1786;SPC ND N     -   125,406.272   721,000.298   MT  0.99993600   +1 12 34.0
 TE1786;SPC ND N     -   411,437.90  2,365,486.54   iFT  0.99993600   +1 12 34.0
 TE1786;UTM  14      - 5,329,251.999   509,327.433   MT  0.99960107   +0 05 35.9
 TE1786
 TE1786                          SUPERSEDED SURVEY CONTROL
 TE1786
 TE1786  NAD 83(1986)-  48 06 59.25556(N)    098 52 28.83691(W) AD(       ) 4
 TE1786  NAD 27      -  48 06 59.25223(N)    098 52 27.39800(W) AD(       ) 3
 TE1786
 TE1786.Superseded values are not recommended for survey control.
 TE1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1786.See file dsdata.txt to determine how the superseded data were derived.
 TE1786
 TE1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0932729252(NAD 83)
 TE1786_MARKER: 42 = RADIO/TV MAST
 TE1786
 TE1786  HISTORY     - Date     Condition        Report By
 TE1786  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1786
 TE1786                          STATION DESCRIPTION
 TE1786
 TE1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1786'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH STEEL
 TE1786'MAST OWNED BY THE DEVILS LAKE LAKE READY MIX INCORPERATED.
 TE1786'IT IS LOCATED ON THE WESTERN EDGE OF TOWN, 0.2 MILE NORTH OF THE
 TE1786'JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 19 AND 0.1 MILE
 TE1786'EAST OF U.S. HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1787 ***********************************************************************
 TE1787  DESIGNATION -  DEVILS LAKE ST DEAF SCH STACK
 TE1787  PID         -  TE1787
 TE1787  STATE/COUNTY-  ND/RAMSEY
 TE1787  USGS QUAD   -  DEVILS LAKE (1994)
 TE1787
 TE1787                         *CURRENT SURVEY CONTROL
 TE1787  ___________________________________________________________________
 TE1787* NAD 83(1996)-  48 07 25.52886(N)    098 52 00.74167(W)     ADJUSTED  
 TE1787* NAVD 88     -                                                        
 TE1787  ___________________________________________________________________
 TE1787  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 TE1787  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 TE1787
 TE1787  HORZ ORDER  -  THIRD
 TE1787
 TE1787.The horizontal coordinates were established by classical geodetic methods
 TE1787.and adjusted by the National Geodetic Survey in January 1998..
 TE1787
 TE1787
 TE1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1787
 TE1787.The geoid height was determined by GEOID03.
 TE1787
 TE1787;                    North         East     Units Scale Factor Converg.
 TE1787;SPC ND N     -   126,229.816   721,564.048   MT  0.99993607   +1 12 55.0
 TE1787;SPC ND N     -   414,139.82  2,367,336.12   iFT  0.99993607   +1 12 55.0
 TE1787;UTM  14      - 5,330,064.133   509,906.924   MT  0.99960121   +0 05 56.9
 TE1787
 TE1787                          SUPERSEDED SURVEY CONTROL
 TE1787
 TE1787  NAD 83(1986)-  48 07 25.52828(N)    098 52 00.73953(W) AD(       ) 4
 TE1787  NAD 27      -  48 07 25.52221(N)    098 51 59.30445(W) AD(       ) 3
 TE1787
 TE1787.Superseded values are not recommended for survey control.
 TE1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1787.See file dsdata.txt to determine how the superseded data were derived.
 TE1787
 TE1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0990730064(NAD 83)
 TE1787_MARKER: 63 = STACK
 TE1787
 TE1787  HISTORY     - Date     Condition        Report By
 TE1787  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1787
 TE1787                          STATION DESCRIPTION
 TE1787
 TE1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1787'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH BRICK
 TE1787'STACK, LOCATED ON THE GROUNDS OF THE NORTH DAKOTA STATE SCHOOL
 TE1787'FOR THE DEAF.  IT IS 75 FEET SOUTH OF THE SOO LINE RAILROAD
 TE1787'SPUR AND 270 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 20
 TE1787'AT THE NORTH EDGE OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1781 ***********************************************************************
 TE1781  DESIGNATION -  DEVILS LAKE ST JOSEPH CATH CH
 TE1781  PID         -  TE1781
 TE1781  STATE/COUNTY-  ND/RAMSEY
 TE1781  USGS QUAD   -  DEVILS LAKE (1994)
 TE1781
 TE1781                         *CURRENT SURVEY CONTROL
 TE1781  ___________________________________________________________________
 TE1781* NAD 83(1996)-  48 06 42.81245(N)    098 51 27.11797(W)     ADJUSTED  
 TE1781* NAVD 88     -                                                        
 TE1781  ___________________________________________________________________
 TE1781  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 TE1781  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE1781
 TE1781  HORZ ORDER  -  THIRD
 TE1781
 TE1781.The horizontal coordinates were established by classical geodetic methods
 TE1781.and adjusted by the National Geodetic Survey in January 1998..
 TE1781
 TE1781
 TE1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1781
 TE1781.The geoid height was determined by GEOID03.
 TE1781
 TE1781;                    North         East     Units Scale Factor Converg.
 TE1781;SPC ND N     -   124,925.614   722,287.312   MT  0.99993595   +1 13 20.0
 TE1781;SPC ND N     -   409,860.94  2,369,709.03   iFT  0.99993595   +1 13 20.0
 TE1781;UTM  14      - 5,328,746.531   510,604.413   MT  0.99960138   +0 06 21.8
 TE1781
 TE1781                          SUPERSEDED SURVEY CONTROL
 TE1781
 TE1781  NAD 83(1986)-  48 06 42.81188(N)    098 51 27.11596(W) AD(       ) 4
 TE1781  NAD 27      -  48 06 42.80800(N)    098 51 25.68700(W) AD(       ) 3
 TE1781
 TE1781.Superseded values are not recommended for survey control.
 TE1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1781.See file dsdata.txt to determine how the superseded data were derived.
 TE1781
 TE1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1060428747(NAD 83)
 TE1781_MARKER: 90 = CHURCH SPIRE
 TE1781
 TE1781  HISTORY     - Date     Condition        Report By
 TE1781  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1781  HISTORY     - 1946     GOOD             CGS
 TE1781  HISTORY     - 1965     GOOD             CGS
 TE1781  HISTORY     - 1967     GOOD             CGS
 TE1781
 TE1781                          STATION DESCRIPTION
 TE1781
 TE1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1781'POINT OBSERVED UPON IS THE TALLEST OF TWO SPIRES ATOP THE RED
 TE1781'BRICK ST. JOSEPH CATHOLIC CHURCH, LOCATED ON THE NW CORNER OF
 TE1781'SIXTH AVENUE AND FOURTH STREET.  THE CHURCH WAS ERECTED IN 1907.
 TE1781'
 TE1781'THE STATION WAS OBSERVED UPON FROM HALGREN, ANDY, DRY, LAKE,
 TE1781'DEVIL, AND GROVE.
 TE1781
 TE1781                          STATION RECOVERY (1946)
 TE1781
 TE1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1781'STATION IS LOCATED IN WEST SIDE OF DEVILS LAKE.  IT IS OF RED
 TE1781'BRICK CONSTRUCTION AND IS APPROXIMATELY 50 FEET SQUARE.  IT HAS
 TE1781'TWO STEEPLES PAINTED GREEN.  THE TALLEST BEING ON THE SOUTHEAST
 TE1781'CORNER OF BUILDING.  THE SMALLEST IS ON THE SOUTHWEST CORNER OF
 TE1781'BUILDING AND IS APPROXIMATELY 65 FEET HIGH.  POINT INTERSECTED
 TE1781'WAS APEX OF TALLER OF TWO.
 TE1781'
 TE1781'TO REACH FROM POST OFFICE IN DEVILS LAKE, GO WEST ON FOURTH STREET
 TE1781'FOR ONE BLOCK.  CHURCH IS ON THE LEFT OR NORTH ON SOUTHEAST
 TE1781'CORNER OF BLOCK.
 TE1781
 TE1781                          STATION RECOVERY (1965)
 TE1781
 TE1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 TE1781'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TE1781'DESCRIBED.
 TE1781
 TE1781                          STATION RECOVERY (1967)
 TE1781
 TE1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1781'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1783 ***********************************************************************
 TE1783  DESIGNATION -  DEVILS LAKE ST MARYS ACAD DOME
 TE1783  PID         -  TE1783
 TE1783  STATE/COUNTY-  ND/RAMSEY
 TE1783  USGS QUAD   -  DEVILS LAKE (1994)
 TE1783
 TE1783                         *CURRENT SURVEY CONTROL
 TE1783  ___________________________________________________________________
 TE1783* NAD 83(1996)-  48 06 54.86511(N)    098 50 52.49880(W)     ADJUSTED  
 TE1783* NAVD 88     -                                                        
 TE1783  ___________________________________________________________________
 TE1783  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 TE1783  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 TE1783
 TE1783  HORZ ORDER  -  THIRD
 TE1783
 TE1783.The horizontal coordinates were established by classical geodetic methods
 TE1783.and adjusted by the National Geodetic Survey in January 1998..
 TE1783
 TE1783
 TE1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1783
 TE1783.The geoid height was determined by GEOID03.
 TE1783
 TE1783;                    North         East     Units Scale Factor Converg.
 TE1783;SPC ND N     -   125,313.090   722,995.193   MT  0.99993598   +1 13 45.7
 TE1783;SPC ND N     -   411,132.19  2,372,031.47   iFT  0.99993598   +1 13 45.7
 TE1783;UTM  14      - 5,329,120.019   511,319.467   MT  0.99960157   +0 06 47.6
 TE1783
 TE1783                          SUPERSEDED SURVEY CONTROL
 TE1783
 TE1783  NAD 83(1986)-  48 06 54.86455(N)    098 50 52.49671(W) AD(       ) 4
 TE1783  NAD 27      -  48 06 54.85800(N)    098 50 51.06700(W) AD(       ) 3
 TE1783
 TE1783.Superseded values are not recommended for survey control.
 TE1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1783.See file dsdata.txt to determine how the superseded data were derived.
 TE1783
 TE1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1131929120(NAD 83)
 TE1783_MARKER: 87 = DOME
 TE1783
 TE1783  HISTORY     - Date     Condition        Report By
 TE1783  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1783
 TE1783                          STATION DESCRIPTION
 TE1783
 TE1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1783'POINT OBSERVED UPON IS THE TIP OF DOME ATOP THE MAIN BUILDING OF
 TE1783'ST. MARYS ACADEMY, LOCATED IN THE NE EDGE OF THE TOWN.  BUILDING
 TE1783'IS OF YELLOW-BRICK AND WAS ERECTED IN 1908.
 TE1783'
 TE1783'STATION OBSERVED UPON FROM HALGREN, ANDY, LAKE, AND DEVIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1782 ***********************************************************************
 TE1782  DESIGNATION -  DEVILS LAKE ST OLAF LUTH CH
 TE1782  PID         -  TE1782
 TE1782  STATE/COUNTY-  ND/RAMSEY
 TE1782  USGS QUAD   -  DEVILS LAKE (1994)
 TE1782
 TE1782                         *CURRENT SURVEY CONTROL
 TE1782  ___________________________________________________________________
 TE1782* NAD 83(1996)-  48 06 50.22762(N)    098 51 25.02223(W)     ADJUSTED  
 TE1782* NAVD 88     -                                                        
 TE1782  ___________________________________________________________________
 TE1782  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 TE1782  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE1782
 TE1782  HORZ ORDER  -  THIRD
 TE1782
 TE1782.The horizontal coordinates were established by classical geodetic methods
 TE1782.and adjusted by the National Geodetic Survey in January 1998..
 TE1782
 TE1782
 TE1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1782
 TE1782.The geoid height was determined by GEOID03.
 TE1782
 TE1782;                    North         East     Units Scale Factor Converg.
 TE1782;SPC ND N     -   125,155.503   722,325.762   MT  0.99993597   +1 13 21.5
 TE1782;SPC ND N     -   410,615.17  2,369,835.18   iFT  0.99993597   +1 13 21.5
 TE1782;UTM  14      - 5,328,975.550   510,647.319   MT  0.99960139   +0 06 23.4
 TE1782
 TE1782                          SUPERSEDED SURVEY CONTROL
 TE1782
 TE1782  NAD 83(1986)-  48 06 50.22700(N)    098 51 25.02025(W) AD(       ) 4
 TE1782  NAD 27      -  48 06 50.22600(N)    098 51 23.58500(W) AD(       ) 3
 TE1782
 TE1782.Superseded values are not recommended for survey control.
 TE1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1782.See file dsdata.txt to determine how the superseded data were derived.
 TE1782
 TE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1064728976(NAD 83)
 TE1782_MARKER: 91 = CHURCH CROSS
 TE1782
 TE1782  HISTORY     - Date     Condition        Report By
 TE1782  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1782  HISTORY     - 1965     GOOD             CGS
 TE1782  HISTORY     - 1967     GOOD             CGS
 TE1782
 TE1782                          STATION DESCRIPTION
 TE1782
 TE1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1782'POINT OBSERVED UPON IS THE CROSS ATOP THE 90-FOOT SPIRE OF THE
 TE1782'BROWN BRICK ST. OLAF LUTHERAN CHURCH, ERECTED AT THE SE CORNER OF
 TE1782'SIXTH STREET AND SIXTH AVENUE IN 1922.
 TE1782'
 TE1782'STATION OBSERVED UPON FROM HALGREN, ANDY, DRY, LAKE, DEVIL, AND
 TE1782'GROVE.
 TE1782
 TE1782                          STATION RECOVERY (1965)
 TE1782
 TE1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 TE1782'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TE1782'DESCRIBED.
 TE1782
 TE1782                          STATION RECOVERY (1967)
 TE1782
 TE1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1782'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2019 ***********************************************************************
 TE2019  DESIGNATION -  DEWEY
 TE2019  PID         -  TE2019
 TE2019  STATE/COUNTY-  ND/PIERCE
 TE2019  USGS QUAD   -  HURRICANE LAKE WEST (1971)
 TE2019
 TE2019                         *CURRENT SURVEY CONTROL
 TE2019  ___________________________________________________________________
 TE2019* NAD 83(1996)-  48 29 55.85954(N)    099 35 33.69163(W)     ADJUSTED  
 TE2019* NAVD 88     -       505.5    (meters)    1658.     (feet)  VERTCON   
 TE2019  ___________________________________________________________________
 TE2019  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 TE2019  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 TE2019
 TE2019  HORZ ORDER  -  SECOND
 TE2019
 TE2019.The horizontal coordinates were established by classical geodetic methods
 TE2019.and adjusted by the National Geodetic Survey in January 1998..
 TE2019
 TE2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2019
 TE2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2019
 TE2019.The geoid height was determined by GEOID03.
 TE2019
 TE2019;                    North         East     Units Scale Factor Converg.
 TE2019;SPC ND N     -   167,042.184   667,048.747   MT  0.99996196   +0 40 30.6
 TE2019;SPC ND N     -   548,038.66  2,188,480.14   iFT  0.99996196   +0 40 30.6
 TE2019;UTM  14      - 5,371,917.343   456,215.840   MT  0.99962355   -0 26 38.0
 TE2019
 TE2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2019!SPC ND N     -   0.99992430  x   0.99996196  =   0.99988627
 TE2019!UTM  14      -   0.99992430  x   0.99962355  =   0.99954788
 TE2019
 TE2019|---------------------------------------------------------------------|
 TE2019| PID    Reference Object                     Distance      Geod. Az  |
 TE2019|                                                           dddmmss.s |
 TE2019| CO6758 DEWEY RM 2                           38.286 METERS 20513     |
 TE2019| CO6757 DEWEY RM 1                           14.847 METERS 27313     |
 TE2019| TE2090 JACK                                APPROX.13.3 KM 2742950.0 |
 TE2019|---------------------------------------------------------------------|
 TE2019
 TE2019                          SUPERSEDED SURVEY CONTROL
 TE2019
 TE2019  NAD 83(1986)-  48 29 55.86151(N)    099 35 33.68433(W) AD(       ) 2
 TE2019  NAD 27      -  48 29 55.86892(N)    099 35 32.18530(W) AD(       ) 2
 TE2019  NGVD 29 (07/19/86)  505.1    (m)         1657.     (f) VERT ANG       
 TE2019
 TE2019.Superseded values are not recommended for survey control.
 TE2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2019.See file dsdata.txt to determine how the superseded data were derived.
 TE2019
 TE2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5621671917(NAD 83)
 TE2019_MARKER: DD = SURVEY DISK
 TE2019_SETTING: 0 = UNSPECIFIED SETTING
 TE2019
 TE2019  HISTORY     - Date     Condition        Report By
 TE2019  HISTORY     - 1968     MONUMENTED       USGS
 TE2019
 TE2019                          STATION DESCRIPTION
 TE2019
 TE2019'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE2019'THE STATION IS LOCATED APPROX. 19.1 MI W. OF THE VILLAGE OF CANDO,
 TE2019'TOP OF LARGE GRASS (UNCULTIVATED) KNOLL APPROX. 0.2 MI S. OF STATE
 TE2019'HWY. 17, NEAR THE CENTER OF SEC. 20, T. 158 N., R. 69 W.
 TE2019'
 TE2019'TO REACH THE STATION FROM THE INTERSECTION U. S. HWY. 281 AND STATE
 TE2019'HWY. 17, NEAR THE SW. EDGE OF CANDO, GO W. ALONG STATE HWY. 17 FOR
 TE2019'19.1 MI TO A T-FIELD RD. S., TURN LEFT (S.) AND GO ALONG FIELD RD.
 TE2019'FOR 0.2 MI TO TOP RIDGE, TURN RIGHT (W.) AND GO ACROSS CULTIVATED
 TE2019'FIELD TO TOP RIDGE AND LARGE UNCULTIVATED GRASSY SPOT AND
 TE2019'STATION, LOCATED ON THE N. EDGE OF GRASSY SPOT.
 TE2019'
 TE2019'STATION MARK IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE2019'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL
 TE2019'TO 1 IN. OF CAP.  THE MARK IS FLUSH WITH THE GROUND, STAMPED ET
 TE2019'DEWEY 1968, 336 FT W. OF CENTER N.-S. FIELD RD., NEAR N. END OF
 TE2019'LARGE GRASSY SPOT ON TOP KNOLL, 0.2 MI S. STATE HWY. 17, 5 FT N.
 TE2019'USGS WITNESS POST.
 TE2019'
 TE2019'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE2019'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG,
 TE2019'FILLED WITH GRAVEL TO 1 IN. OF CAP, THE MARK IS FLUSH WITH THE
 TE2019'GROUND, W. OF THE STATION, 48.71 FT, TOP SMALL MOUND, STAMPED
 TE2019'DEWEY RM 1 1968.
 TE2019'
 TE2019'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE2019'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER ROD, 12 IN. LONG,
 TE2019'FILLED WITH GRAVEL TO 1 IN. OF CAP, THE MARK IS FLUSH WITH THE
 TE2019'GROUND, SSW. OF THE STATION, 116.45 FT, STAMPED DEWEY 1968.
 TE2019'
 TE2019'AZIMUTH MARK - NONE SET.
 TE2019'
 TE2019'REFERENCE AZIMUTH OBSERVED TO TOP CENTER RADIO MAST BEING THE CENTER
 TE2019'OF THREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0923 ***********************************************************************
 RR0923  DESIGNATION -  DEWEY
 RR0923  PID         -  RR0923
 RR0923  STATE/COUNTY-  ND/GRANT
 RR0923  USGS QUAD   -  HEIL (1980)
 RR0923
 RR0923                         *CURRENT SURVEY CONTROL
 RR0923  ___________________________________________________________________
 RR0923* NAD 83(1996)-  46 29 23.91236(N)    101 44 33.71559(W)     ADJUSTED  
 RR0923* NAVD 88     -       727.9    (meters)    2388.     (feet)  VERTCON   
 RR0923  ___________________________________________________________________
 RR0923  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 RR0923  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 RR0923
 RR0923  HORZ ORDER  -  FIRST
 RR0923
 RR0923.The horizontal coordinates were established by classical geodetic methods
 RR0923.and adjusted by the National Geodetic Survey in January 1998..
 RR0923
 RR0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0923
 RR0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0923
 RR0923.The geoid height was determined by GEOID03.
 RR0923
 RR0923;                    North         East     Units Scale Factor Converg.
 RR0923;SPC ND S     -    92,270.585   504,598.072   MT  0.99995385   -0 54 23.1
 RR0923;SPC ND S     -   302,725.02  1,655,505.49   iFT  0.99995385   -0 54 23.1
 RR0923;UTM  14      - 5,152,144.626   289,512.957   MT  1.00014462   -1 59 23.6
 RR0923
 RR0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0923!SPC ND S     -   0.99988898  x   0.99995385  =   0.99984283
 RR0923!UTM  14      -   0.99988898  x   1.00014462  =   1.00003358
 RR0923
 RR0923|---------------------------------------------------------------------|
 RR0923| PID    Reference Object                     Distance      Geod. Az  |
 RR0923|                                                           dddmmss.s |
 RR0923| CQ8223 DEWEY RM 1                           12.470 METERS 02759     |
 RR0923| CQ8224 DEWEY RM 2                           14.873 METERS 12408     |
 RR0923| CQ8222 DEWEY AZ MK                                        2531331.9 |
 RR0923|---------------------------------------------------------------------|
 RR0923
 RR0923                          SUPERSEDED SURVEY CONTROL
 RR0923
 RR0923  NAD 83(1986)-  46 29 23.90390(N)    101 44 33.70917(W) AD(       ) 1
 RR0923  NAD 27      -  46 29 23.87500(N)    101 44 32.20100(W) AD(       ) 1
 RR0923  NGVD 29 (07/19/86)  727.4    (m)         2386.     (f) VERT ANG       
 RR0923
 RR0923.Superseded values are not recommended for survey control.
 RR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0923.See file dsdata.txt to determine how the superseded data were derived.
 RR0923
 RR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8951352145(NAD 83)
 RR0923_MARKER: DB = BENCH MARK DISK
 RR0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0923
 RR0923  HISTORY     - Date     Condition        Report By
 RR0923  HISTORY     - 1951     MONUMENTED       USGS
 RR0923  HISTORY     - 1951     GOOD             USGS
 RR0923  HISTORY     - 1958     GOOD             CGS
 RR0923
 RR0923                          STATION DESCRIPTION
 RR0923
 RR0923'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0923'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF ELGIN, ON PASTURE
 RR0923'LAND OWNED BY MR. FRANK BLEICK, 0.15 MILE NORTH-NORTHWEST OF
 RR0923'MR. BLEICKS FARM HOUSE, AND 29 FEET NORTHEAST OF THE CENTER
 RR0923'OF A TRACK ROAD.
 RR0923'
 RR0923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO.
 RR0923'21 AND 49 NEAR THE EAST EDGE OF ELGIN, GO NORTH ON NO. 49 FOR
 RR0923'6.2 MILES.  THEN RIGHT, EAST, ON A GRADED DIRT ROAD FOR 4.1
 RR0923'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 RR0923'EAST FOR 0.8 MILE.  THEN LEFT, NORTH, FOR 0.05 MILE TO THE
 RR0923'FARM YARD.  PASS THROUGH A GATE AT THE NORTH EDGE OF THE FARM
 RR0923'YARD, GO NORTH-NORTHWESTERLY ON A TRACK ROAD FOR 0.15 MILE TO
 RR0923'THE STATION AS DESCRIBED.
 RR0923'
 RR0923'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RR0923'MARK DISK STAMPED DEWEY 1941 SET IN THE TOP OF A 10-INCH
 RR0923'SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 RR0923'
 RR0923'REFERENCE MARK NO. 1 IS 56 FEET NORTHEAST OF THE CENTER OF THE
 RR0923'TRACK ROAD.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED
 RR0923'DEWEY USGS NO 1 1951.
 RR0923'
 RR0923'REFERENCE MARK NO. 2 IS 60 FEET NORTHEAST OF THE CENTER OF
 RR0923'THE TRACK ROAD.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 RR0923'DEWEY USGS NO 2 1951.
 RR0923'
 RR0923'THE AZIMUTH MARK IS 0.15 MILE EAST OF A CROSSROADS, AT THE
 RR0923'NORTH EDGE OF A CULTIVATED FIELD, AND 26 FEET SOUTH OF THE
 RR0923'CENTER OF THE GRADED DIRT ROAD.  IT PROJECTS 6 INCHES, AND
 RR0923'THE DISK IS STAMPED DEWEY USGS 1951.
 RR0923'
 RR0923'THE AZIMUTH MARK AND THE REFERENCE MARKS ARE STANDARD DISKS
 RR0923'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0923
 RR0923                          STATION RECOVERY (1951)
 RR0923
 RR0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0923'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0923
 RR0923                          STATION RECOVERY (1958)
 RR0923
 RR0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RR0923'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0923'CONDITION.  THE ROAD PAST THE AZIMUTH MARK HAS RECENTLY BEEN
 RR0923'GRADED BUT THE AZIMUTH MARK WAS NOT DISTURBED.  ACCORDING TO
 RR0923'LOCAL INFORMATION, A FIELD ENTRANCE WAS TO BE PLACED AT THE
 RR0923'AZIMUTH MARK SO THERE WOULD BE NO DANGER OF IT BEING DESTROYED.
 RR0923'
 RR0923'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1658 ***********************************************************************
 SN1658  DESIGNATION -  DEWEY
 SN1658  PID         -  SN1658
 SN1658  STATE/COUNTY-  ND/MCLEAN
 SN1658  USGS QUAD   -  WASHBURN SW (1980)
 SN1658
 SN1658                         *CURRENT SURVEY CONTROL
 SN1658  ___________________________________________________________________
 SN1658* NAD 83(1996)-  47 21 16.59679(N)    101 09 47.88894(W)     ADJUSTED  
 SN1658* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 SN1658  ___________________________________________________________________
 SN1658  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 SN1658  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SN1658
 SN1658  HORZ ORDER  -  SECOND
 SN1658
 SN1658.The horizontal coordinates were established by classical geodetic methods
 SN1658.and adjusted by the National Geodetic Survey in January 1998..
 SN1658
 SN1658.The orthometric height was scaled from a topographic map.
 SN1658
 SN1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1658
 SN1658.The geoid height was determined by GEOID03.
 SN1658
 SN1658;                    North         East     Units Scale Factor Converg.
 SN1658;SPC ND N     -    39,641.833   549,886.415   MT  1.00001640   -0 29 36.9
 SN1658;SPC ND N     -   130,058.51  1,804,089.29   iFT  1.00001640   -0 29 36.9
 SN1658;SPC ND S     -   187,843.221   549,888.364   MT  0.99997703   -0 29 01.7
 SN1658;SPC ND S     -   616,283.53  1,804,095.68   iFT  0.99997703   -0 29 01.7
 SN1658;UTM  14      - 5,246,841.015   336,628.145   MT  0.99992802   -1 35 29.7
 SN1658
 SN1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1658!SPC ND N     -   0.99990706  x   1.00001640  =   0.99992346
 SN1658!SPC ND S     -   0.99990706  x   0.99997703  =   0.99988410
 SN1658!UTM  14      -   0.99990706  x   0.99992802  =   0.99983509
 SN1658
 SN1658:                Primary Azimuth Mark                     Grid Az
 SN1658:SPC ND N     -  UNDERWOOD WATER TANK                     010 12 04.3
 SN1658:SPC ND S     -  UNDERWOOD WATER TANK                     010 11 29.1
 SN1658:UTM  14      -  UNDERWOOD WATER TANK                     011 17 57.1
 SN1658
 SN1658|---------------------------------------------------------------------|
 SN1658| PID    Reference Object                     Distance      Geod. Az  |
 SN1658|                                                           dddmmss.s |
 SN1658| SN1661 UNDERWOOD WATER TANK                APPROX.11.4 KM 0094227.4 |
 SN1658| CQ8226 DEWEY RM 2                           12.893 METERS 02601     |
 SN1658| CQ8225 DEWEY RM 1                           14.810 METERS 21046     |
 SN1658|---------------------------------------------------------------------|
 SN1658
 SN1658                          SUPERSEDED SURVEY CONTROL
 SN1658
 SN1658  NAD 83(1986)-  47 21 16.59593(N)    101 09 47.87769(W) AD(       ) 2
 SN1658  NAD 27      -  47 21 16.61440(N)    101 09 46.33114(W) AD(       ) 2
 SN1658
 SN1658.Superseded values are not recommended for survey control.
 SN1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1658.See file dsdata.txt to determine how the superseded data were derived.
 SN1658
 SN1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3662846841(NAD 83)
 SN1658_MARKER: DD = SURVEY DISK
 SN1658_SETTING: 0 = UNSPECIFIED SETTING
 SN1658
 SN1658  HISTORY     - Date     Condition        Report By
 SN1658  HISTORY     - 1967     MONUMENTED       USGS
 SN1658  HISTORY     - 1975     GOOD             LOCENG
 SN1658
 SN1658                          STATION DESCRIPTION
 SN1658
 SN1658'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN1658'THE STATION IS LOCATED ABOUT 7.0 MI S. AND 1.0 MI W. OF UNDERWOOD,
 SN1658'NEAR A LARGE STEEL 4 LEG POWER TOWER.
 SN1658'
 SN1658'TO REACH THE STATION FROM THE RR. CROSSING AND MAIN ST. IN THE TOWN
 SN1658'OF UNDERWOOD, GO W. ALONG MAIN ST. FOR 0.3 MI (5 BLOCKS) TO END OF
 SN1658'STREET, TURN LEFT S. AND GO 2.8 MI TO A CROSSROADS, TURN RIGHT
 SN1658'(W.) AND GO 1.0 MI TO A CROSSROADS, TURN LEFT (S.) AND GO 4.1 MI
 SN1658'TO A HIGH KNOLL AND STEEL POWER TOWER, ON LEFT (E.) AND STATION.
 SN1658'
 SN1658'STATION MARK IS 89 FT E. OF CENTER OF RD., 24 FT S. AND 18 FT W. OF
 SN1658'CENTER OF STEEL TOWER, 27 FT E. OF FENCE, 27 FT E. OF USGS WITNESS
 SN1658'POST.  STAMPED DEWEY 1967 ET.
 SN1658'
 SN1658'REFERENCE MARK NO. 1 IS SW. OF THE STATION, 64 FT E. OF CENTER OF
 SN1658'RD., 2 FT E. OF FENCE, 59 FT S. AND 45 FT W. OF CENTER OF TOWER.
 SN1658'STAMPED DEWEY NO 1 1967.
 SN1658'
 SN1658'REFERENCE MARK NO. 2 IS NNE. OF THE STATION, 5.5 FT S. AND 2.3 FT
 SN1658'E. OF THE N. LEG OF TOWER, 108 FT E. OF CENTER OF RD., 46 FT E. OF
 SN1658'FENCE.  STAMPED DEWEY NO 2 1967.
 SN1658'
 SN1658'AZIMUTH MARK - NONE SET.
 SN1658'
 SN1658'REFERENCE AZIMUTH TO TOP OF CENTER OF W.T. IN UNDERWOOD.
 SN1658'
 SN1658'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED TO
 SN1658'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILE, 12 IN.
 SN1658'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1658
 SN1658                          STATION RECOVERY (1975)
 SN1658
 SN1658'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (JP)
 SN1658'DEWEY 1967 RECOVERED GOOD.
 SN1658'
 SN1658'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES SOUTH 1 MILE WEST
 SN1658'OF UNDERWOOD, N DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0431 ***********************************************************************
 RS0431  DESIGNATION -  DICKAIR 2
 RS0431  PID         -  RS0431
 RS0431  STATE/COUNTY-  ND/STARK
 RS0431  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0431
 RS0431                         *CURRENT SURVEY CONTROL
 RS0431  ___________________________________________________________________
 RS0431* NAD 83(1996)-  46 48 12.42882(N)    102 47 52.50714(W)     ADJUSTED  
 RS0431* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 RS0431  ___________________________________________________________________
 RS0431  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 RS0431  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RS0431
 RS0431  HORZ ORDER  -  SECOND
 RS0431
 RS0431.This mark is at Dickinson Airport (DIK)
 RS0431
 RS0431.The horizontal coordinates were established by classical geodetic methods
 RS0431.and adjusted by the National Geodetic Survey in January 1998..
 RS0431.No horizontal observational check was made to the station.
 RS0431
 RS0431.The orthometric height was scaled from a topographic map.
 RS0431
 RS0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0431
 RS0431.The geoid height was determined by GEOID03.
 RS0431
 RS0431;                    North         East     Units Scale Factor Converg.
 RS0431;SPC ND S     -   128,926.541   424,625.870   MT  0.99993600   -1 40 33.8
 RS0431;SPC ND S     -   422,987.34  1,393,129.49   iFT  0.99993600   -1 40 33.8
 RS0431;UTM  13      - 5,185,677.333   668,024.894   MT  0.99994701   +1 36 20.6
 RS0431
 RS0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0431!SPC ND S     -   0.99987832  x   0.99993600  =   0.99981433
 RS0431!UTM  13      -   0.99987832  x   0.99994701  =   0.99982534
 RS0431
 RS0431:                Primary Azimuth Mark                     Grid Az
 RS0431:SPC ND S     -  DICKINSON MUNICIPAL TANK                 003 00 06.0
 RS0431:UTM  13      -  DICKINSON MUNICIPAL TANK                 359 43 11.6
 RS0431
 RS0431|---------------------------------------------------------------------|
 RS0431| PID    Reference Object                     Distance      Geod. Az  |
 RS0431|                                                           dddmmss.s |
 RS0431| RS0423 DICKINSON MUNICIPAL TANK            APPROX. 9.7 KM 0011932.2 |
 RS0431| RS0427 DICKAIR                              12.144 METERS 00432     |
 RS0431| CQ8232 DICKAIR 2 RM 3                       26.086 METERS 09213     |
 RS0431| RS0430 DICKAIR AZ MK                       APPROX. 0.6 KM 0931537.8 |
 RS0431| CQ8233 DICKAIR 2 RM 4                       25.718 METERS 20251     |
 RS0431| RS0425 DICKINSON MUN AIRPORT BEACON        160.568 METERS 27253     |
 RS0431|---------------------------------------------------------------------|
 RS0431
 RS0431                          SUPERSEDED SURVEY CONTROL
 RS0431
 RS0431  NAD 83(1986)-  46 48 12.42350(N)    102 47 52.50154(W) AD(       ) 2
 RS0431  NAD 27      -  46 48 12.39997(N)    102 47 50.87826(W) AD(       ) 2
 RS0431
 RS0431.Superseded values are not recommended for survey control.
 RS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0431.See file dsdata.txt to determine how the superseded data were derived.
 RS0431
 RS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6802585677(NAD 83)
 RS0431_MARKER: DS = TRIANGULATION STATION DISK
 RS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0431_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0431
 RS0431  HISTORY     - Date     Condition        Report By
 RS0431  HISTORY     - 1978     MONUMENTED       NGS
 RS0431
 RS0431                          STATION DESCRIPTION
 RS0431
 RS0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RS0431'STATION IS LOCATED ABOUT 5 MILES SOUTH OF DICKINSON, 1/4 MILE WEST
 RS0431'OF STATE HIGHWAY 22 AND IS ON THE DICKINSON MUNICIPAL AIRPORT.
 RS0431'
 RS0431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 10
 RS0431'AT THE RAILROAD OVER PASS.  GO SOUTH ON STATE HIGHWAY 22 FOR
 RS0431'4.85 MILES TO CROSSROAD AND AZIMUTH MARK IN THE SOUTHWEST ANGLE
 RS0431'OF CROSSROAD, TURN RIGHT, GO WEST ON AIRPORT ROAD FOR 0.35 MILE
 RS0431'TO STATION ON LEFT, BETWEEN ROAD AND BUILDINGS.
 RS0431'
 RS0431'STATION MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 RS0431'MONUMENT FLUSH WITH GROUND AND IS STAMPED DICKAIR 2 1978.  IT
 RS0431'IS 530 FEET WEST OF CENTER OF AIRWAY BEACON, 177 FEET NORTH OF
 RS0431'NORTHWEST CORNER OF BLUE METAL HANGAR, 146 FEET EAST-NORTHEAST
 RS0431'OF POWER POLE WITH RED LIGHT, 82.3 FEET WEST OF WITNESS POST AND
 RS0431'79 FEET SOUTH OF CENTER OF AIRPORT ROAD.
 RS0431'
 RS0431'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 INCH ROUND
 RS0431'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED DICKINSON 2
 RS0431'NO 3 1978.  IT IS 180.2 FEET NORTH OF NORTHEAST CORNER OF BLUE
 RS0431'METAL HANGAR, 79.5 FEET SOUTH OF CENTER OF AIRPORT ROAD, 10 FEET
 RS0431'WEST OF BURIED CABLE SIGN AND 5.8 FEET SOUTHEAST OF WITNESS POST.
 RS0431'
 RS0431'REFERENCE MARK 4 A STANDARD DISK SET TOP OF 12 INCH ROUND CONCRETE
 RS0431'MONUMENT FLUSH WITH GROUND AND IS STAMPED DICKAIR 2 NO 4 1978.
 RS0431'IT IS 163 FEET SOUTH OF CENTER OF AIRPORT ROAD, 123 FEET NORTHEAST
 RS0431'OF NORTHEAST CORNER OF WOODEN HANGAR, 102 FEET NORTHWEST OF
 RS0431'NORTHWEST CORNER OF BLUE METAL HANAGAR AND 40.2 FEET NORTH OF
 RS0431'POWER POLE.
 RS0431'
 RS0431'AZIMUTH MARK A STANDARD DISK SET IN TOP OF A 12 INCH ROUND CONCRETE
 RS0431'MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED
 RS0431'DICKINSON 1951.  IT IS 184 FEET SOUTH OF CENTER OF AIRPORT ROAD, 99
 RS0431'FEET WEST THE CENTER OF STATE HIGHWAY 22, 1.6 FEET SOUTH OF
 RS0431'WITNESS POST AND 1 FOOT EAST OF FENCE.
 RS0431'
 RS0431'STATION DICKAIR 1951, UNDERGROUND MARK IS STANDARD DISK SET TOP
 RS0431'OF MASS OF CONCRETE ABOUT 2 INCHES BELOW GROUND AND IS STAMPED
 RS0431'DICKAIR 1951.  IT IS 529.8 FEET EAST OF CENTER OF AIRWAY BEACON,
 RS0431'143.5 FEET EAST OF A POWER POLE WITH RED LIGHT, 87.5 FEET
 RS0431'NORTHWEST OF WITNESS POST, 39 FEET SOUTH OF CENTER OF AIRPORT
 RS0431'ROAD AND ABOUT 4 FEET LOWER THEN ROAD.
 RS0431'
 RS0431'RM 3 TO RM 4 139.75 FEET (42.596 METERS).
 RS0431'
 RS0431'NEAREST TOWN--DICKINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0430 ***********************************************************************
 RS0430  DESIGNATION -  DICKAIR AZ MK
 RS0430  PID         -  RS0430
 RS0430  STATE/COUNTY-  ND/STARK
 RS0430  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0430
 RS0430                         *CURRENT SURVEY CONTROL
 RS0430  ___________________________________________________________________
 RS0430* NAD 83(1996)-  46 48 11.34166(N)    102 47 24.73938(W)     ADJUSTED  
 RS0430* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 RS0430  ___________________________________________________________________
 RS0430  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 RS0430  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 RS0430
 RS0430  HORZ ORDER  -  SECOND
 RS0430
 RS0430.This mark is at Dickinson Airport (DIK)
 RS0430
 RS0430.The horizontal coordinates were established by classical geodetic methods
 RS0430.and adjusted by the National Geodetic Survey in January 1998..
 RS0430
 RS0430.The orthometric height was scaled from a topographic map.
 RS0430
 RS0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0430
 RS0430.The geoid height was determined by GEOID03.
 RS0430
 RS0430;                    North         East     Units Scale Factor Converg.
 RS0430;SPC ND S     -   128,875.795   425,213.391   MT  0.99993600   -1 40 13.6
 RS0430;SPC ND S     -   422,820.85  1,395,057.06   iFT  0.99993600   -1 40 13.6
 RS0430;UTM  13      - 5,185,660.304   668,614.364   MT  0.99994945   +1 36 40.8
 RS0430
 RS0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0430!SPC ND S     -   0.99987879  x   0.99993600  =   0.99981480
 RS0430!UTM  13      -   0.99987879  x   0.99994945  =   0.99982825
 RS0430
 RS0430:                Primary Azimuth Mark                     Grid Az
 RS0430:SPC ND S     -  DICKAIR 2                                274 56 11.7
 RS0430:UTM  13      -  DICKAIR 2                                271 39 17.3
 RS0430
 RS0430|---------------------------------------------------------------------|
 RS0430| PID    Reference Object                     Distance      Geod. Az  |
 RS0430|                                                           dddmmss.s |
 RS0430| RS0431 DICKAIR 2                           APPROX. 0.6 KM 2731558.1 |
 RS0430|---------------------------------------------------------------------|
 RS0430
 RS0430                          SUPERSEDED SURVEY CONTROL
 RS0430
 RS0430  NAD 83(1986)-  46 48 11.33628(N)    102 47 24.73381(W) AD(       ) 2
 RS0430  NAD 27      -  46 48 11.31449(N)    102 47 23.09131(W) AD(       ) 2
 RS0430
 RS0430.Superseded values are not recommended for survey control.
 RS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0430.See file dsdata.txt to determine how the superseded data were derived.
 RS0430
 RS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6861485660(NAD 83)
 RS0430_MARKER: DZ = AZIMUTH MARK DISK
 RS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0430+STABILITY: SURFACE MOTION
 RS0430
 RS0430  HISTORY     - Date     Condition        Report By
 RS0430  HISTORY     - 1978     MONUMENTED       NGS
 RS0430
 RS0430                          STATION DESCRIPTION
 RS0430
 RS0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RS0430'STATION IS LOCATED ABOUT 5 MILES SOUTH OF DICKINSON, 1/4 MILE
 RS0430'WEST OF STATE HIGHWAY 22 AND IS ON THE DICKINSON MUNICIPAL AIRPORT.
 RS0430'
 RS0430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RS0430'22 AND 10 AT THE RAILROAD OVER PASS.  GO SOUTH ON STATE HIGHWAY 22
 RS0430'FOR 4.85 MILES TO CROSSROAD AND AZIMUTH MARK IN THE SOUTHWEST ANGLE OF
 RS0430'CROSSROAD.
 RS0430'
 RS0430'AZIMUTH MARK A STANDARD DISK SET IN TOP OF A 12 INCH ROUND CONCRETE
 RS0430'MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS STAMPED
 RS0430'DICKINSON 1951.  IT IS 184 FEET SOUTH OF CENTER OF AIRPORT ROAD,
 RS0430'99 FEET WEST THE CENTER OF STATE HIGHWAY 22, 1.6 FEET SOUTH OF
 RS0430'WITNESS POST AND 1 FOOT EAST OF FENCE.
 RS0430'
 RS0430'NEAREST TOWN--DICKINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0611 ***********************************************************************
 RQ0611  DESIGNATION -  DICKEY
 RQ0611  PID         -  RQ0611
 RQ0611  STATE/COUNTY-  ND/LA MOURE
 RQ0611  USGS QUAD   -  DICKEY (1952)
 RQ0611
 RQ0611                         *CURRENT SURVEY CONTROL
 RQ0611  ___________________________________________________________________
 RQ0611* NAD 83(1996)-  46 31 49.17791(N)    098 29 39.40810(W)     ADJUSTED  
 RQ0611* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 RQ0611  ___________________________________________________________________
 RQ0611  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 RQ0611  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0611
 RQ0611  HORZ ORDER  -  SECOND
 RQ0611
 RQ0611.The horizontal coordinates were established by classical geodetic methods
 RQ0611.and adjusted by the National Geodetic Survey in January 1998..
 RQ0611
 RQ0611.The orthometric height was scaled from a topographic map.
 RQ0611
 RQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0611
 RQ0611.The geoid height was determined by GEOID03.
 RQ0611
 RQ0611;                    North         East     Units Scale Factor Converg.
 RQ0611;SPC ND S     -    97,965.558   753,854.210   MT  0.99994989   +1 27 46.6
 RQ0611;SPC ND S     -   321,409.31  2,473,274.97   iFT  0.99994989   +1 27 46.6
 RQ0611;UTM  14      - 5,153,097.445   538,783.241   MT  0.99961849   +0 22 01.3
 RQ0611
 RQ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0611!SPC ND S     -   0.99993217  x   0.99994989  =   0.99988207
 RQ0611!UTM  14      -   0.99993217  x   0.99961849  =   0.99955069
 RQ0611
 RQ0611|---------------------------------------------------------------------|
 RQ0611| PID    Reference Object                     Distance      Geod. Az  |
 RQ0611|                                                           dddmmss.s |
 RQ0611| RQ0612 TT 62 RC                             47.025 METERS 00002     |
 RQ0611| RQ0610 MARION MILLER ELEV M LT ROD         APPROX.15.0 KM 0545130.3 |
 RQ0611| RQ0608 MARION SCHOOLHOUSE CHIMNEY          APPROX.15.0 KM 0563059.1 |
 RQ0611| CO5572 DICKEY AZ MK                                       0952835.8 |
 RQ0611| CO5573 DICKEY RM 1                         114.946 METERS 22139     |
 RQ0611|---------------------------------------------------------------------|
 RQ0611
 RQ0611                          SUPERSEDED SURVEY CONTROL
 RQ0611
 RQ0611  NAD 83(1986)-  46 31 49.18314(N)    098 29 39.39921(W) AD(       ) 2
 RQ0611  NAD 27      -  46 31 49.27100(N)    098 29 38.06300(W) AD(       ) 2
 RQ0611
 RQ0611.Superseded values are not recommended for survey control.
 RQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0611.See file dsdata.txt to determine how the superseded data were derived.
 RQ0611
 RQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3878353097(NAD 83)
 RQ0611_MARKER: DS = TRIANGULATION STATION DISK
 RQ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0611
 RQ0611  HISTORY     - Date     Condition        Report By
 RQ0611  HISTORY     - 1954     MONUMENTED       CGS
 RQ0611
 RQ0611                          STATION DESCRIPTION
 RQ0611
 RQ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0611'THE STATION IS IN THE SE 1/4 SECTION 5, T. 135 N., R. 62 W.,
 RQ0611'0.1 MILE NORTH OF A CROSSROADS NEAR THE SOUTHEAST CORNER OF A
 RQ0611'PASTURE OWNED BY THE SCHMIDT BROTHERS.
 RQ0611'
 RQ0611'TO REACH FROM THE POST OFFICE IN DICKEY, GO WEST ON A GRAVEL
 RQ0611'ROAD FOR 0.1 MILE TO A T-ROAD, TURN LEFT, SOUTH, GO 0.5
 RQ0611'MILE TO A Y-FORK, TURN RIGHT, WEST, GO 1.0 MILE TO A CROSSROAD,
 RQ0611'TURN RIGHT, NORTH, AND GO 0.05 MILE TO THE STATION MARK ON THE
 RQ0611'LEFT.
 RQ0611'
 RQ0611'THE STATION MARK, 4 FEET NORTH OF A WHITE POST, 1 FOOT WEST
 RQ0611'OF THE WEST-RIGHT-OF-WAY FENCE LINE PROJECTS 6 INCHES AND THE
 RQ0611'DISK IS STAMPED DICKEY 1954.
 RQ0611'
 RQ0611'REFERENCE MARK NO. 1, SOUTHWEST OF THE STATION AND APPROXIMATELY
 RQ0611'2 FEET HIGHER, IS 30 FEET NORTH OF THE CENTER OF AN EAST-WEST
 RQ0611'ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE DISK IS STAMPED
 RQ0611'DICKEY NO 1 1954 AND PROJECTS 4 INCHES.
 RQ0611'
 RQ0611'USGS BENCH MARK IS NORTH OF THE STATION IN A FENCE LINE.  THE
 RQ0611'DISK IS STAMPED 62 RC TT 1950, AND IT PROJECTS 8 INCHES.
 RQ0611'
 RQ0611'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 RQ0611'IS 80 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 RQ0611'13 FEET NORTHWEST OF A FENCE CORNER, AND 4 FEET NORTHWEST OF A
 RQ0611'BOULDER WHICH PROJECTS 2 FEET.  THE DISK IS STAMPED DICKEY
 RQ0611'1954, AND IT PROJECTS 6 INCHES.
 RQ0611'
 RQ0611'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0426 ***********************************************************************
 RS0426  DESIGNATION -  DICKINSON
 RS0426  PID         -  RS0426
 RS0426  STATE/COUNTY-  ND/STARK
 RS0426  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0426
 RS0426                         *CURRENT SURVEY CONTROL
 RS0426  ___________________________________________________________________
 RS0426* NAD 83(1996)-  46 49 53.25415(N)    102 46 06.83050(W)     ADJUSTED  
 RS0426* NAVD 88     -       798.6    (meters)    2620.     (feet)  VERTCON   
 RS0426  ___________________________________________________________________
 RS0426  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 RS0426  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RS0426
 RS0426  HORZ ORDER  -  FIRST
 RS0426
 RS0426.The horizontal coordinates were established by classical geodetic methods
 RS0426.and adjusted by the National Geodetic Survey in January 1998..
 RS0426
 RS0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0426
 RS0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0426
 RS0426.The geoid height was determined by GEOID03.
 RS0426
 RS0426;                    North         East     Units Scale Factor Converg.
 RS0426;SPC ND S     -   131,973.392   426,955.445   MT  0.99993585   -1 39 16.7
 RS0426;SPC ND S     -   432,983.57  1,400,772.46   iFT  0.99993585   -1 39 16.7
 RS0426;UTM  13      - 5,188,852.612   670,176.240   MT  0.99995596   +1 37 40.3
 RS0426
 RS0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0426!SPC ND S     -   0.99987753  x   0.99993585  =   0.99981339
 RS0426!UTM  13      -   0.99987753  x   0.99995596  =   0.99983350
 RS0426
 RS0426|---------------------------------------------------------------------|
 RS0426| PID    Reference Object                     Distance      Geod. Az  |
 RS0426|                                                           dddmmss.s |
 RS0426| CQ8236 DICKINSON RM 2                       10.794 METERS 17936     |
 RS0426| RS0425 DICKINSON MUN AIRPORT BEACON        APPROX. 3.9 KM 2174257.2 |
 RS0426| RS0428 DICKINSON RADIO RANGE C MAST        APPROX. 1.7 KM 2703949.0 |
 RS0426| CQ8234 DICKINSON AZ MK                                    2770846.8 |
 RS0426| RS0429 WORTH FIELD AIRPORT BEACON          APPROX. 4.5 KM 3172001.5 |
 RS0426| RS0422 DICKINSON WATER TANK                APPROX. 5.5 KM 3323529.8 |
 RS0426| RS0423 DICKINSON MUNICIPAL TANK            APPROX. 6.9 KM 3425939.5 |
 RS0426| RS0421 WEST PLAINS ELEC COOP RAD MAST      APPROX. 9.6 KM 3475254.5 |
 RS0426| RS0424 DICKINSON RADIO STA KDIX MAST       APPROX. 7.6 KM 3502204.1 |
 RS0426| CQ8235 DICKINSON RM 1                        8.540 METERS 35945     |
 RS0426|---------------------------------------------------------------------|
 RS0426
 RS0426                          SUPERSEDED SURVEY CONTROL
 RS0426
 RS0426  NAD 83(1986)-  46 49 53.24887(N)    102 46 06.82487(W) AD(       ) 1
 RS0426  NAD 27      -  46 49 53.23100(N)    102 46 05.19900(W) AD(       ) 1
 RS0426  NGVD 29 (07/19/86)  798.1    (m)         2618.     (f) VERT ANG       
 RS0426
 RS0426.Superseded values are not recommended for survey control.
 RS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0426.See file dsdata.txt to determine how the superseded data were derived.
 RS0426
 RS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM7017688853(NAD 83)
 RS0426_MARKER: DS = TRIANGULATION STATION DISK
 RS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0426+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 RS0426
 RS0426  HISTORY     - Date     Condition        Report By
 RS0426  HISTORY     - 1951     MONUMENTED       CGS
 RS0426  HISTORY     - 20031005 GOOD             INDIV
 RS0426
 RS0426                          STATION DESCRIPTION
 RS0426
 RS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0426'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF A SECTION LINE
 RS0426'ROAD, ABOUT 3 MILES SOUTHEAST OF DICKINSON, 6 FEET SOUTH OF A
 RS0426'TELEPHONE POLE, AND 3 FEET WEST OF A WIRE FENCE.
 RS0426'
 RS0426'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 RS0426'STATE HIGHWAY 22 IN DICKINSON, GO SOUTH ON HIGHWAY 22 FOR 3.2
 RS0426'MILES TO A CROSS ROAD AT A RADIO RANGE ON THE RIGHT.  TURN
 RS0426'LEFT AND GO EAST ON A SECTION LINE ROAD FOR 0.4 MILE TO THE
 RS0426'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.65 MILE TO A
 RS0426'SECTION LINE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 RS0426'0.1 MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 RS0426'
 RS0426'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RS0426'DICKINSON 1951.
 RS0426'
 RS0426'REFERENCE MARK NO. 1 IS 4 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 RS0426'4 INCHES, AND THE DISK IS STAMPED DICKINSON NO 1 1951.
 RS0426'
 RS0426'REFERENCE MARK NO. 2 IS 6 FEET WEST OF A WIRE FENCE.  IT PROJECTS
 RS0426'3 INCHES, AND THE DISK IS STAMPED DICKINSON NO 2 1951.
 RS0426'
 RS0426'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF THE SECTION
 RS0426'LINE ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  IT PROJECTS 4
 RS0426'INCHES, AND THE DISK IS STAMPED DICKINSON 1951.
 RS0426'
 RS0426'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0426'CYLINDERS.
 RS0426
 RS0426                          STATION RECOVERY (2003)
 RS0426
 RS0426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 RS0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE5680 ***********************************************************************
 DE5680  CBN         -  This is a Cooperative Base Network Control Station.
 DE5680  DESIGNATION -  DICKINSON CBL 1400
 DE5680  PID         -  DE5680
 DE5680  STATE/COUNTY-  ND/STARK
 DE5680  USGS QUAD   -  FRYBURG NE (1981)
 DE5680
 DE5680                         *CURRENT SURVEY CONTROL
 DE5680  ___________________________________________________________________
 DE5680* NAD 83(1996)-  46 54 24.08407(N)    103 15 04.84882(W)     ADJUSTED  
 DE5680* NAVD 88     -       825.9    (meters)    2710.     (feet)  GPS OBS   
 DE5680  ___________________________________________________________________
 DE5680  X           -  -1,000,747.855 (meters)                     COMP
 DE5680  Y           -  -4,249,576.408 (meters)                     COMP
 DE5680  Z           -   4,635,275.006 (meters)                     COMP
 DE5680  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DE5680  ELLIP HEIGHT-         809.24  (meters)          (04/07/03) GPS OBS
 DE5680  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 DE5680
 DE5680  HORZ ORDER  -  A
 DE5680  ELLP ORDER  -  THIRD     CLASS II
 DE5680
 DE5680.The horizontal coordinates were established by GPS observations
 DE5680.and adjusted by the National Geodetic Survey in April 2003..
 DE5680
 DE5680.The orthometric height was determined by GPS observations and a
 DE5680.high-resolution geoid model.
 DE5680
 DE5680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5680
 DE5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5680
 DE5680.The ellipsoidal height was determined by GPS observations
 DE5680.and is referenced to NAD 83.
 DE5680
 DE5680.The geoid height was determined by GEOID03.
 DE5680
 DE5680;                    North         East     Units Scale Factor Converg.
 DE5680;SPC ND S     -   141,507.618   390,435.672   MT  0.99993664   -2 00 24.4
 DE5680;SPC ND S     -   464,263.84  1,280,956.93   iFT  0.99993664   -2 00 24.4
 DE5680;UTM  13      - 5,196,279.212   633,172.282   MT  0.99981798   +1 16 37.7
 DE5680
 DE5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5680!SPC ND S     -   0.99987317  x   0.99993664  =   0.99980981
 DE5680!UTM  13      -   0.99987317  x   0.99981798  =   0.99969117
 DE5680
 DE5680                          SUPERSEDED SURVEY CONTROL
 DE5680
 DE5680.No superseded survey control is available for this station.
 DE5680
 DE5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3317296279(NAD 83)
 DE5680_MARKER: DQ = CALIBRATION BASE LINE DISK
 DE5680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5680_STAMPING: 1400
 DE5680_MARK LOGO: NGS   
 DE5680_PROJECTION: FLUSH
 DE5680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5680+STABILITY: SURFACE MOTION
 DE5680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5680+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 DE5680
 DE5680  HISTORY     - Date     Condition        Report By
 DE5680  HISTORY     - 1986     MONUMENTED       USFS
 DE5680  HISTORY     - 20020618 GOOD             USDA
 DE5680
 DE5680                          STATION DESCRIPTION
 DE5680
 DE5680'DESCRIBED BY US FOREST SERVICE 1986
 DE5680'THIS BASE LINE IS LOCATED ABOUT 4.0 KM (2.5 MI) WNW OF BELFIELD, NORTH
 DE5680'DAKOTA.
 DE5680' 
 DE5680'TO REACH THIS BASE LINE FROM THE JUNCTION OF INTERSTATE HIGWAY 94 AND
 DE5680'STATE HIGHWAY 85, GO NORTH ON STATE HIGHWAY 85 FOR 0.9 KM (0.55 MI) TO
 DE5680'THE JUNCTION OF HIGHWAY 85 AND A GRAVEL ROAD. TURN LEFT AND HEAD WEST
 DE5680'FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF A FIELD ROAD.  TURN RIGHT ONTO
 DE5680'THE FIELD ROAD AND RIGHT AT THE FENCE CORNER WHERE YOU WILL FIND A
 DE5680'WIRE GATE. PASS THRU THE GATE, THEN TURN LEFT AND GO WNW FOR 0.2 KM
 DE5680'(0.1 MI) TO THE 0 METER POINT.
 DE5680' 
 DE5680'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST
 DE5680'END.  IT IS MADE UP OF MARKS AT THE 0, 150, 430, AND 1400 METER
 DE5680'POINTS.  ALL MARKS ARE IN LINE AND A 100 FOOT POINT WAS SET WEST OF
 DE5680'THE 0 POINT.
 DE5680' 
 DE5680'THE 1400 METER POINT IS A STANDARD NGS BASE LINE DISK STAMPED--1400--,
 DE5680'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE
 DE5680'GROUND.  IT IS LOCATED 0.76 M (2.5 FT) NNW OF THE WITNESS POST.
 DE5680' 
 DE5680'THIS BASE LINE WAS ESTABLISHED FOR AND IN CONJUNCTION WITH THE UNITED
 DE5680'STATES FOREST SERVICE.  FOR FURTHER INFORMATION CONTACT CURT GLASOE,
 DE5680'C/O UNITED STATES FOREST SERVICE, RT. 6, BOX 131 B, DICKINSON, NORTH
 DE5680'DAKOTA  58601.  TELEPHONE (701) 225-5151. 225-5151.
 DE5680
 DE5680                          STATION RECOVERY (2002)
 DE5680
 DE5680'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2002 (CSM)
 DE5680'THE STATION IS LOCATED ABOUT 2.5 MILES WEST-NORTHWEST OF BELFIELD AND
 DE5680'ON USDA FOREST
 DE5680'SERVICE PROPERTY.
 DE5680' 
 DE5680'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94
 DE5680'AND STATE
 DE5680'HIGHWAY 85 (EXIT 42), GO NORTH ON HIGHWAY 85 FOR 0.55 MILE TO THE
 DE5680'JUNCTION OF A GRAVEL
 DE5680'ROAD.  TURN LEFT AND GO WEST FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT
 DE5680'AND GO NORTH FOR
 DE5680'0.1 MILE ON THE EAST SIDE OF THE ROAD.  TURN RIGHT AND PASS THROUGH
 DE5680'GATE AND GO EAST FOR
 DE5680'0.5 MILE TO THE STATION.
 DE5680' 
 DE5680'THE STATION IS ABOUT 530 FEET NORTH OF A EAST-WEST FENCELINE, 260 FEET
 DE5680'EAST OF THE GATE
 DE5680'AND 2.5 FEET NORTH-NORTHWEST OF A WITNESS POST.
 DE5680'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0425 ***********************************************************************
 RS0425  DESIGNATION -  DICKINSON MUN AIRPORT BEACON
 RS0425  PID         -  RS0425
 RS0425  STATE/COUNTY-  ND/STARK
 RS0425  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0425
 RS0425                         *CURRENT SURVEY CONTROL
 RS0425  ___________________________________________________________________
 RS0425* NAD 83(1996)-  46 48 12.68999(N)    102 48 00.07013(W)     ADJUSTED  
 RS0425* NAVD 88     -                                                        
 RS0425  ___________________________________________________________________
 RS0425  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 RS0425  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RS0425
 RS0425  HORZ ORDER  -  THIRD
 RS0425
 RS0425.This mark is at Dickinson Airport (DIK)
 RS0425
 RS0425.The horizontal coordinates were established by classical geodetic methods
 RS0425.and adjusted by the National Geodetic Survey in January 1998..
 RS0425
 RS0425
 RS0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0425
 RS0425.The geoid height was determined by GEOID03.
 RS0425
 RS0425;                    North         East     Units Scale Factor Converg.
 RS0425;SPC ND S     -   128,939.294   424,465.819   MT  0.99993600   -1 40 39.3
 RS0425;SPC ND S     -   423,029.18  1,392,604.39   iFT  0.99993600   -1 40 39.3
 RS0425;UTM  13      - 5,185,680.903   667,864.374   MT  0.99994635   +1 36 15.1
 RS0425
 RS0425                          SUPERSEDED SURVEY CONTROL
 RS0425
 RS0425  NAD 83(1986)-  46 48 12.68474(N)    102 48 00.06381(W) AD(       ) 4
 RS0425  NAD 27      -  46 48 12.65900(N)    102 47 58.44400(W) AD(       ) 3
 RS0425
 RS0425.Superseded values are not recommended for survey control.
 RS0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0425.See file dsdata.txt to determine how the superseded data were derived.
 RS0425
 RS0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6786485681(NAD 83)
 RS0425_MARKER: 21 = AIRPORT BEACON
 RS0425
 RS0425  HISTORY     - Date     Condition        Report By
 RS0425  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0425  HISTORY     - 19910719 GOOD             NGS
 RS0425
 RS0425                          STATION DESCRIPTION
 RS0425
 RS0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0425'THE STATION IS 4 MILES SOUTH OF DICKINSON, 1 MILE WEST OF STATE
 RS0425'HIGHWAY NO. 22, 400 FEET NORTH OF THE DICKINSON MUNICIPAL
 RS0425'AIRPORT ADMINISTRATION BUILDING.  35 FEET SOUTH OF A GRAVELED
 RS0425'ROAD AND ON THE NORTH EDGE OF THE AIRPORT.
 RS0425'
 RS0425'THE BEACON SUPPORT IS A STEEL TOWER WITH 4 LEGS AND PAINTED
 RS0425'ALTERNATELY, ORANGE AND WHITE.  IT IS 63.40 FEET TO THE CENTER
 RS0425'OF THE LIGHT.
 RS0425'
 RS0425'THE OBJECT OBSERVED ON WAS THE CENTER OF THE LIGHT.
 RS0425
 RS0425                          STATION RECOVERY (1991)
 RS0425
 RS0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RS0425'THE STATION IS LOCATED NORTH OF THE FAA FLIGHT SERVICE STATION
 RS0425'BUILDING AND SOUTH OF AN EAST-WEST ROAD.  THE BEACON IS SMALL AND THE
 RS0425'POINT OBSERVED WAS THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0423 ***********************************************************************
 RS0423  DESIGNATION -  DICKINSON MUNICIPAL TANK
 RS0423  PID         -  RS0423
 RS0423  STATE/COUNTY-  ND/STARK
 RS0423  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0423
 RS0423                         *CURRENT SURVEY CONTROL
 RS0423  ___________________________________________________________________
 RS0423* NAD 83(1996)-  46 53 26.36696(N)    102 47 41.91024(W)     ADJUSTED  
 RS0423* NAVD 88     -                                                        
 RS0423  ___________________________________________________________________
 RS0423  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 RS0423  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 RS0423
 RS0423  HORZ ORDER  -  THIRD
 RS0423
 RS0423.The horizontal coordinates were established by classical geodetic methods
 RS0423.and adjusted by the National Geodetic Survey in January 1998..
 RS0423
 RS0423
 RS0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0423
 RS0423.The geoid height was determined by GEOID03.
 RS0423
 RS0423;                    North         East     Units Scale Factor Converg.
 RS0423;SPC ND S     -   138,609.613   425,133.623   MT  0.99993633   -1 40 26.1
 RS0423;SPC ND S     -   454,755.95  1,394,795.35   iFT  0.99993633   -1 40 26.1
 RS0423;UTM  13      - 5,195,373.699   667,977.298   MT  0.99994681   +1 36 36.6
 RS0423
 RS0423                          SUPERSEDED SURVEY CONTROL
 RS0423
 RS0423  NAD 83(1986)-  46 53 26.36107(N)    102 47 41.90364(W) AD(       ) 4
 RS0423  NAD 27      -  46 53 26.38300(N)    102 47 40.29400(W) AD(       ) 3
 RS0423
 RS0423.Superseded values are not recommended for survey control.
 RS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0423.See file dsdata.txt to determine how the superseded data were derived.
 RS0423
 RS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6797795374(NAD 83)
 RS0423_MARKER: 53 = ELEVATED TANK
 RS0423
 RS0423  HISTORY     - Date     Condition        Report By
 RS0423  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0423
 RS0423                          STATION DESCRIPTION
 RS0423
 RS0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0423'THE STATION IS ON THE NORTHWEST EDGE OF DICKINSON AT THE SUMMIT
 RS0423'OF THE HIGHEST HILL IN THE VICINITY.
 RS0423'
 RS0423'THE TANK IS A LARGE CIRCULAR STEEL TANK, PAINTED SILVER,
 RS0423'APPROXIMATELY 50 FEET IN DIAMETER, AND IS 49.28 FEET HIGH.
 RS0423'
 RS0423'THE POINT OBSERVED ON WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0428 ***********************************************************************
 RS0428  DESIGNATION -  DICKINSON RADIO RANGE C MAST
 RS0428  PID         -  RS0428
 RS0428  STATE/COUNTY-  ND/STARK
 RS0428  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0428
 RS0428                         *CURRENT SURVEY CONTROL
 RS0428  ___________________________________________________________________
 RS0428* NAD 83(1996)-  46 49 53.89702(N)    102 47 28.72454(W)     ADJUSTED  
 RS0428* NAVD 88     -                                                        
 RS0428  ___________________________________________________________________
 RS0428  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 RS0428  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 RS0428
 RS0428  HORZ ORDER  -  THIRD
 RS0428
 RS0428.The horizontal coordinates were established by classical geodetic methods
 RS0428.and adjusted by the National Geodetic Survey in January 1998..
 RS0428
 RS0428
 RS0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0428
 RS0428.The geoid height was determined by GEOID03.
 RS0428
 RS0428;                    North         East     Units Scale Factor Converg.
 RS0428;SPC ND S     -   132,043.597   425,221.285   MT  0.99993585   -1 40 16.5
 RS0428;SPC ND S     -   433,213.90  1,395,082.96   iFT  0.99993585   -1 40 16.5
 RS0428;UTM  13      - 5,188,823.404   668,440.877   MT  0.99994873   +1 36 40.6
 RS0428
 RS0428                          SUPERSEDED SURVEY CONTROL
 RS0428
 RS0428  NAD 83(1986)-  46 49 53.89186(N)    102 47 28.71826(W) AD(       ) 4
 RS0428  NAD 27      -  46 49 53.87400(N)    102 47 27.09400(W) AD(       ) 3
 RS0428
 RS0428.Superseded values are not recommended for survey control.
 RS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0428.See file dsdata.txt to determine how the superseded data were derived.
 RS0428
 RS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6844188823(NAD 83)
 RS0428_MARKER: 42 = RADIO/TV MAST
 RS0428
 RS0428  HISTORY     - Date     Condition        Report By
 RS0428  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0428
 RS0428                          STATION DESCRIPTION
 RS0428
 RS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0428'THE STATION IS 3 MILES SOUTH OF DICKINSON AND 500 FEET WEST OF
 RS0428'STATE HIGHWAY NO. 22.
 RS0428'
 RS0428'THE STRUCTURE IS PAINTED ORANGE AND WHITE ALTERNATELY AND IS
 RS0428'125 FEET HIGH.  IT IS SURROUNDED BY FOUR SIMILAR MASTS EQUALLY
 RS0428'SPACED AND TOPPED BY RED LIGHTS.
 RS0428'
 RS0428'THE POINT OBSERVED ON WAS THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0424 ***********************************************************************
 RS0424  DESIGNATION -  DICKINSON RADIO STA KDIX MAST
 RS0424  PID         -  RS0424
 RS0424  STATE/COUNTY-  ND/STARK
 RS0424  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0424
 RS0424                         *CURRENT SURVEY CONTROL
 RS0424  ___________________________________________________________________
 RS0424* NAD 83(1996)-  46 53 57.12627(N)    102 47 07.21458(W)     ADJUSTED  
 RS0424* NAVD 88     -                                                        
 RS0424  ___________________________________________________________________
 RS0424  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 RS0424  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RS0424
 RS0424  HORZ ORDER  -  THIRD
 RS0424
 RS0424.The horizontal coordinates were established by classical geodetic methods
 RS0424.and adjusted by the National Geodetic Survey in January 1998..
 RS0424
 RS0424
 RS0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0424
 RS0424.The geoid height was determined by GEOID03.
 RS0424
 RS0424;                    North         East     Units Scale Factor Converg.
 RS0424;SPC ND S     -   139,537.596   425,895.390   MT  0.99993648   -1 40 00.8
 RS0424;SPC ND S     -   457,800.51  1,397,294.59   iFT  0.99993648   -1 40 00.8
 RS0424;UTM  13      - 5,196,343.809   668,684.660   MT  0.99994974   +1 37 02.7
 RS0424
 RS0424                          SUPERSEDED SURVEY CONTROL
 RS0424
 RS0424  NAD 83(1986)-  46 53 57.12140(N)    102 47 07.20837(W) AD(       ) 4
 RS0424  NAD 27      -  46 53 57.11600(N)    102 47 05.58700(W) AD(       ) 3
 RS0424
 RS0424.Superseded values are not recommended for survey control.
 RS0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0424.See file dsdata.txt to determine how the superseded data were derived.
 RS0424
 RS0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6868596344(NAD 83)
 RS0424_MARKER: 42 = RADIO/TV MAST
 RS0424
 RS0424  HISTORY     - Date     Condition        Report By
 RS0424  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0424
 RS0424                          STATION DESCRIPTION
 RS0424
 RS0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0424'THE STATION IS 1-3/4 MILES NORTHEAST OF DICKINSON.
 RS0424'
 RS0424'THE STRUCTURE IS PAINTED ORANGE AND WHITE ALTERNATELY, TOPPED BY
 RS0424'A RED LIGHT, AND IS 98.08 METERS IN HEIGHT.
 RS0424'
 RS0424'THE POINT OBSERVED ON WAS THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7099 ***********************************************************************
 AC7099  DESIGNATION -  DIK A
 AC7099  PID         -  AC7099
 AC7099  STATE/COUNTY-  ND/STARK
 AC7099  USGS QUAD   -  DICKINSON SOUTH (1981)
 AC7099
 AC7099                         *CURRENT SURVEY CONTROL
 AC7099  ___________________________________________________________________
 AC7099* NAD 83(1996)-  46 47 52.04060(N)    102 48 10.60674(W)     ADJUSTED  
 AC7099* NAVD 88     -       786.6    (meters)    2581.     (feet)  GPS OBS   
 AC7099  ___________________________________________________________________
 AC7099  X           -    -969,411.603 (meters)                     COMP
 AC7099  Y           -  -4,265,865.727 (meters)                     COMP
 AC7099  Z           -   4,626,965.691 (meters)                     COMP
 AC7099  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 AC7099  ELLIP HEIGHT-         769.48  (meters)          (06/09/03) GPS OBS
 AC7099  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 AC7099
 AC7099  HORZ ORDER  -  THIRD
 AC7099  ELLP ORDER  -  FOURTH    CLASS II
 AC7099
 AC7099.This mark is at Dickinson Airport (DIK)
 AC7099
 AC7099.The horizontal coordinates were established by GPS observations
 AC7099.and adjusted by the National Geodetic Survey in November 1998..
 AC7099
 AC7099.The orthometric height was determined by GPS observations and a
 AC7099.high-resolution geoid model.
 AC7099
 AC7099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7099
 AC7099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7099
 AC7099.The ellipsoidal height was determined by GPS observations
 AC7099.and is referenced to NAD 83.
 AC7099
 AC7099.The geoid height was determined by GEOID03.
 AC7099
 AC7099;                    North         East     Units Scale Factor Converg.
 AC7099;SPC ND S     -   128,308.506   424,223.821   MT  0.99993606   -1 40 47.0
 AC7099;SPC ND S     -   420,959.67  1,391,810.44   iFT  0.99993606   -1 40 47.0
 AC7099;UTM  13      - 5,185,037.290   667,658.881   MT  0.99994551   +1 36 06.8
 AC7099
 AC7099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7099!SPC ND S     -   0.99987940  x   0.99993606  =   0.99981546
 AC7099!UTM  13      -   0.99987940  x   0.99994551  =   0.99982491
 AC7099
 AC7099                          SUPERSEDED SURVEY CONTROL
 AC7099
 AC7099  ELLIP H (11/06/98)  769.55   (m)                       GP(       ) 4 2
 AC7099
 AC7099.Superseded values are not recommended for survey control.
 AC7099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7099.See file dsdata.txt to determine how the superseded data were derived.
 AC7099
 AC7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6765985037(NAD 83)
 AC7099_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7099_STAMPING: DIK A 1986
 AC7099_MARK LOGO: NOS   
 AC7099_PROJECTION: FLUSH
 AC7099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7099+STABILITY: SURFACE MOTION
 AC7099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7099+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1998
 AC7099
 AC7099  HISTORY     - Date     Condition        Report By
 AC7099  HISTORY     - 1986     MONUMENTED       NGS
 AC7099  HISTORY     - 19910719 GOOD             NGS
 AC7099  HISTORY     - 19980821 GOOD             NGS
 AC7099
 AC7099                          STATION DESCRIPTION
 AC7099
 AC7099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC7099'THE STATION IS LOCATED NW OF THE INTERSECTION OF RUNWAYS 14-32 AND
 AC7099'7-25.  THE STATION IS 124.2 FEET (37.9 M) N OF AND ON RANGE WITH THE
 AC7099'2ND SET OF RUNWAY LIGHTS FOR 7-25 WEST OF THE INTERSECTION, 277 FEET
 AC7099'(84.4 M) SE OF A WINDSOCK, 8 FEET (2.4 M) S OF A FENCE POST, AND 198
 AC7099'FEET (60.4 M) SW OF THE WEST EDGE OF RUNWAY 14-32.  THE STATION IS A
 AC7099'STANDARD NOS DISK STAMPED DIK A 1986 AND SET IN A CONCRETE POST FLUSH
 AC7099'WITH THE GROUND.
 AC7099
 AC7099                          STATION RECOVERY (1998)
 AC7099
 AC7099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7099'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF DICKINSON, IN THE
 AC7099'NORTHWEST QUADRANT OF THE JUNCTION OF RUNWAYS 7-25 AND 14-32.
 AC7099'OWNERSHIP--DICKINSON MUNICIPAL AIRPORT AUTHORITY, 11168 42 RS SW,
 AC7099'ROUTE 4, BOX 130E, DICKINSON, ND 58601.  AIRPORT MANAGER IS BILL
 AC7099'TOWLE.  PHONE 701-225-1062.  CONTACT HIM ONE DAY IN ADVANCE FOR
 AC7099'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 AC7099'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 22
 AC7099'(EXIT 61) ON THE NORTH SIDE OF DICKINSON, GO SOUTH ON STATE HIGHWAY 22
 AC7099'FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF BUSINESS HIGHWAY 94 JUST
 AC7099'BEFORE A RAILROAD OVERPASS.  CONTINUE SOUTH ON HIGHWAY 22 FOR 8.45 KM
 AC7099'(5.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 AC7099'WEST, ON THE ROAD FOR 0.43 KM (0.25 MI) TO THE ENTRANCE TO A PARKING
 AC7099'LOT ON THE LEFT.  CONTINUE WEST ON THE ROAD FOR 0.08 KM (0.05 MI) TO
 AC7099'ROAD END AND A PAVED ROAD LEFT.  TURN LEFT, SOUTH, PASSING A ROW OF
 AC7099'HANGARS FOR 0.12 KM (0.05 MI) TO THE APRON.  TURN LEFT, EAST, ON THE
 AC7099'APRON FOR 0.16 KM (0.10 MI) TO A TAXI ON THE RIGHT.  TURN RIGHT,
 AC7099'SOUTH, ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO A TAXI.  TURN LEFT,
 AC7099'EAST, THEN SOUTH, ALONG THE TAXI FOR 0.56 KM (0.35 MI) TO THE JUNCTION
 AC7099'OF RUNWAY END 25 ON THE RIGHT.  TURN RIGHT, WEST-SOUTHWEST, ALONG THE
 AC7099'NORTH SIDE OF RUNWAY 7-25 FOR 0.64 TO THE JUNCTION OF RUNWAY 14-32.
 AC7099'CONTINUE AHEAD, WEST-SOUTHWEST, CROSSING RUNWAY 14-32 FOR 0.13 KM
 AC7099'(0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 AC7099'OF A 18 CM ROUND CONCRETE POST PROJECTING 2 CM ABOVE THE GROUND.  IT
 AC7099'IS 60.6 M (198.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 14-32,
 AC7099'50.2 M (164.7 FT) NORTH-NORTHWEST OF THE CENTER OF RUNWAY 7-25, 29.1 M
 AC7099'(95.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE PAD OF A
 AC7099'RUNWAY SIGN, AND 2.5 M (8.2 FT) ) NORTH-NORTHWEST OF A FIBERGLASS
 AC7099'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7101 ***********************************************************************
 AC7101  SACS        -  This is a Secondary Airport Control Station.
 AC7101  DESIGNATION -  DIK B
 AC7101  PID         -  AC7101
 AC7101  STATE/COUNTY-  ND/STARK
 AC7101  USGS QUAD   -  DICKINSON SOUTH (1981)
 AC7101
 AC7101                         *CURRENT SURVEY CONTROL
 AC7101  ___________________________________________________________________
 AC7101* NAD 83(1996)-  46 47 20.89542(N)    102 47 35.57213(W)     ADJUSTED  
 AC7101* NAVD 88     -       790.91   (meters)    2594.8    (feet)  GPS OBS   
 AC7101  ___________________________________________________________________
 AC7101  X           -    -968,842.921 (meters)                     COMP
 AC7101  Y           -  -4,266,716.894 (meters)                     COMP
 AC7101  Z           -   4,626,310.308 (meters)                     COMP
 AC7101  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AC7101  ELLIP HEIGHT-         773.79  (meters)          (06/09/03) GPS OBS
 AC7101  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 AC7101
 AC7101  HORZ ORDER  -  FIRST
 AC7101  ELLP ORDER  -  FOURTH    CLASS II
 AC7101
 AC7101.This mark is at Dickinson Airport (DIK)
 AC7101
 AC7101.The horizontal coordinates were established by GPS observations
 AC7101.and adjusted by the National Geodetic Survey in November 1998..
 AC7101
 AC7101.The orthometric height was determined by GPS observations and a
 AC7101.high-resolution geoid model.
 AC7101
 AC7101.GPS derived orthometric heights for airport stations designated as
 AC7101.PACS or SACS are published to 2 decimal places.  This maintains
 AC7101.centimeter relative accuracy between the PACS and SACS.  It does
 AC7101.not indicate centimeter accuracy relative to other marks which are
 AC7101.part of the NAVD 88 network.
 AC7101
 AC7101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7101
 AC7101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7101
 AC7101.The ellipsoidal height was determined by GPS observations
 AC7101.and is referenced to NAD 83.
 AC7101
 AC7101.The geoid height was determined by GEOID03.
 AC7101
 AC7101;                    North         East     Units Scale Factor Converg.
 AC7101;SPC ND S     -   127,325.494   424,938.338   MT  0.99993617   -1 40 21.5
 AC7101;SPC ND S     -   417,734.56  1,394,154.65   iFT  0.99993617   -1 40 21.5
 AC7101;UTM  13      - 5,184,096.780   668,428.503   MT  0.99994869   +1 36 31.6
 AC7101
 AC7101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7101!SPC ND S     -   0.99987872  x   0.99993617  =   0.99981490
 AC7101!UTM  13      -   0.99987872  x   0.99994869  =   0.99982742
 AC7101
 AC7101                          SUPERSEDED SURVEY CONTROL
 AC7101
 AC7101  ELLIP H (11/06/98)  773.86   (m)                       GP(       ) 4 2
 AC7101
 AC7101.Superseded values are not recommended for survey control.
 AC7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7101.See file dsdata.txt to determine how the superseded data were derived.
 AC7101
 AC7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6842984097(NAD 83)
 AC7101_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7101_STAMPING: DIK B 1986
 AC7101_MARK LOGO: NOS   
 AC7101_PROJECTION: FLUSH
 AC7101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7101+STABILITY: SURFACE MOTION
 AC7101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7101+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1998
 AC7101
 AC7101  HISTORY     - Date     Condition        Report By
 AC7101  HISTORY     - 1986     MONUMENTED       NGS
 AC7101  HISTORY     - 19910719 GOOD             NGS
 AC7101  HISTORY     - 19980821 GOOD             NGS
 AC7101
 AC7101                          STATION DESCRIPTION
 AC7101
 AC7101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC7101'THE STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT IN THE APPROACH
 AC7101'FOR RUNWAY 32.  THE STATION IS 520.87 FT (158.76 M) SOUTHEAST OF THE
 AC7101'CENTERLINE END OF RUNWAY 32.  406.53 FT (123.91 M) SOUTH OF THE SOUTH
 AC7101'EDGE OF A TAXIWAY.  258.60 FT (78.82 M) NORTHEAST OF A FENCE CORNER,
 AC7101'AND 745.20 FT (227.14 M) NORTHWEST OF A FENCE CORNER.  THE STATION IS
 AC7101'A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH
 AC7101'GROUND.  THE STATION IS STAMPED DIK B 1986.
 AC7101
 AC7101                          STATION RECOVERY (1998)
 AC7101
 AC7101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7101'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF DICKINSON AT THE
 AC7101'DICKINSON MUNICIPAL AIRPORT, ON A LOW RISE ABOUT 160 M (524.9 FT)
 AC7101'EAST-SOUTHEAST OF RUNWAY END 32, AND NEAR THE SOUTHEAST CORNER OF THE
 AC7101'AIRFIELD.  OWNERSHIP--DICKINSON MUNICIPAL AIRPORT AUTHORITY, 11168 42
 AC7101'RS SW, ROUTE 4, BOX 130E, DICKINSON, ND 58601.  AIRPORT MANAGER IS
 AC7101'BILL TOWLE.  PHONE 701-225-1062.  CONTACT HIM ONE DAY IN ADVANCE FOR
 AC7101'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 AC7101'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 22
 AC7101'(EXIT 61) ON THE NORTH SIDE OF DICKINSON, GO SOUTH ON STATE HIGHWAY 22
 AC7101'FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF BUSINESS HIGHWAY 94 JUST
 AC7101'BEFORE A RAILROAD OVERPASS, CONTINUE SOUTH ON HIGHWAY 22 FOR 8.45 KM
 AC7101'(5.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WEST,
 AC7101'ON THE ROAD FOR 0.43 KM (0.25 MI) TO THE ENTRANCE TO A PARKING LOT ON
 AC7101'THE LEFT, CONTINUE WEST ON THE ROAD FOR 0.08 KM (0.05 MI) TO ROAD END
 AC7101'AND A PAVED ROAD LEFT, TURN LEFT, SOUTH, PASSING A ROW OF HANGARS FOR
 AC7101'0.12 KM (0.05 MI) TO THE APRON, TURN LEFT, EAST, ON THE APRON FOR 0.16
 AC7101'KM (0.10 MI) TO A TAXI ON THE RIGHT, TURN RIGHT, SOUTH, ALONG THE TAXI
 AC7101'FOR 0.08 KM (0.05 MI) TO A TAXI, TURN LEFT, EAST, THEN SOUTH, ALONG
 AC7101'THE TAXI FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF RUNWAY END 25 ON THE
 AC7101'RIGHT, CONTINUE AHEAD, SOUTH, FOR 0.97 KM (0.60 MI) TO THE STOP LINE
 AC7101'FOR RUNWAY END 32 AND THE STATION ON THE LEFT.  THE STATION IS SET IN
 AC7101'THE TOP OF A 25 CM ROUND CONCRETE POST SET FLUSH WITH THE GROUND,
 AC7101'ABOUT 160 M (524.9 FT) SOUTHEAST OF RUNWAY END 32, 124.2 M (407.5 FT)
 AC7101'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE TAXI, 78.8 M (258.5 FT)
 AC7101'NORTHEAST OF A FENCE CORNER, 68.3 M (224.1 FT) NORTH OF A FENCE, 22.0
 AC7101'M (72.2 FT) EAST-NORTHEAST OF THE EXTENDED CENTER OF THE STOP LINE,
 AC7101'AND 3.6 M (11.8 FT) NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST. THIS
 AC7101'IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1791 ***********************************************************************
 AE1791  CBN         -  This is a Cooperative Base Network Control Station.
 AE1791  PACS        -  This is a Primary Airport Control Station.
 AE1791  DESIGNATION -  DIK C
 AE1791  PID         -  AE1791
 AE1791  STATE/COUNTY-  ND/STARK
 AE1791  USGS QUAD   -  DICKINSON SOUTH (1981)
 AE1791
 AE1791                         *CURRENT SURVEY CONTROL
 AE1791  ___________________________________________________________________
 AE1791* NAD 83(1996)-  46 47 51.17366(N)    102 47 32.34132(W)     ADJUSTED  
 AE1791* NAVD 88     -       790.32   (meters)    2592.9    (feet)  GPS OBS   
 AE1791  ___________________________________________________________________
 AE1791  X           -    -968,625.084 (meters)                     COMP
 AE1791  Y           -  -4,266,067.004 (meters)                     COMP
 AE1791  Z           -   4,626,950.067 (meters)                     COMP
 AE1791  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AE1791  ELLIP HEIGHT-         773.19  (meters)          (04/10/03) GPS OBS
 AE1791  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 AE1791
 AE1791  HORZ ORDER  -  B
 AE1791  ELLP ORDER  -  FOURTH    CLASS I
 AE1791
 AE1791.This mark is at Dickinson Airport (DIK)
 AE1791
 AE1791.The horizontal coordinates were established by GPS observations
 AE1791.and adjusted by the National Geodetic Survey in August 1997..
 AE1791
 AE1791.The orthometric height was determined by GPS observations and a
 AE1791.high-resolution geoid model.
 AE1791
 AE1791.GPS derived orthometric heights for airport stations designated as
 AE1791.PACS or SACS are published to 2 decimal places.  This maintains
 AE1791.centimeter relative accuracy between the PACS and SACS.  It does
 AE1791.not indicate centimeter accuracy relative to other marks which are
 AE1791.part of the NAVD 88 network.
 AE1791
 AE1791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1791
 AE1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1791
 AE1791.The ellipsoidal height was determined by GPS observations
 AE1791.and is referenced to NAD 83.
 AE1791
 AE1791.The geoid height was determined by GEOID03.
 AE1791
 AE1791;                    North         East     Units Scale Factor Converg.
 AE1791;SPC ND S     -   128,258.019   425,034.107   MT  0.99993606   -1 40 19.1
 AE1791;SPC ND S     -   420,794.03  1,394,468.85   iFT  0.99993606   -1 40 19.1
 AE1791;UTM  13      - 5,185,033.269   668,470.737   MT  0.99994886   +1 36 34.7
 AE1791
 AE1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1791!SPC ND S     -   0.99987881  x   0.99993606  =   0.99981488
 AE1791!UTM  13      -   0.99987881  x   0.99994886  =   0.99982768
 AE1791
 AE1791                          SUPERSEDED SURVEY CONTROL
 AE1791
 AE1791  ELLIP H (08/29/97)  773.26   (m)                       GP(       ) 3 2
 AE1791
 AE1791.Superseded values are not recommended for survey control.
 AE1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1791.See file dsdata.txt to determine how the superseded data were derived.
 AE1791
 AE1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6847185033(NAD 83)
 AE1791_MARKER: I = METAL ROD
 AE1791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1791_STAMPING: DIK C 1996
 AE1791_MARK LOGO: NGS   
 AE1791_PROJECTION: FLUSH
 AE1791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1791+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1998
 AE1791_ROD/PIPE-DEPTH: 4.2  meters
 AE1791_SLEEVE-DEPTH  : 0.90 meters
 AE1791
 AE1791  HISTORY     - Date     Condition        Report By
 AE1791  HISTORY     - 1996     MONUMENTED       NGS
 AE1791  HISTORY     - 19980924 GOOD             NGS
 AE1791
 AE1791                          STATION DESCRIPTION
 AE1791
 AE1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1791'NOTE -- THIS IS THE PAC STATION.  STATION IS LOCATED ABOUT 8 KM (4.95
 AE1791'MI) SOUTH OF DICKINSON AT THE DICKINSON MUNICIPAL AIRPORT, ABOUT 0.16
 AE1791'KM (0.10 MI) WEST OF STATE HIGHWAY 22, ALONG A TAXI LEADING SOUTH FROM
 AE1791'RUNWAY END 25, AND NEAR THE CENTER OF THE EAST SIDE OF THE AIRFIELD.
 AE1791'OWNERSHIP -- DICKINSON MUNICIPAL AIRPORT AUTHORITY, 11168 42 RS SW,
 AE1791'ROUTE 4, BOX 130E, DICKINSON, ND 58601.  AIRPORT MANAGER IS DEAN J.
 AE1791'IVERSON.  PHONE 701-225-1062.  CONTACT HIM ONE DAY IN ADVANCE FOR
 AE1791'PERMISSION TO OCCUPY THIS STATION.  TO REACH THE STATION FROM THE
 AE1791'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 22
 AE1791'(EXIT 61) ON THE NORTH SIDE OF DICKINSON, GO SOUTH ON STATE HIGHWAY 22
 AE1791'FOR 1.93 KM (1.20 MI) TO THE JUNCTION OF BUSINESS HIGHWAY 94, JUST
 AE1791'BEFORE A RAILROAD OVERPASS.  CONTINUE SOUTH ON HIGHWAY 22 FOR 8.45 KM
 AE1791'(5.25 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 AE1791'WEST, ON THE ROAD FOR 0.72 KM (0.45 MI) TO THE ENTRANCE TO A PARKING
 AE1791'LOT ON THE LEFT.  CONTINUE WEST ON THE ROAD FOR 0.08 KM (0.05 MI) TO
 AE1791'ROAD END AND A PAVED ROAD LEFT.  TURN LEFT, SOUTH, PASSING A ROW OF
 AE1791'HANGARS FOR 0.12 KM (0.05 MI) TO THE APRON. TURN LEFT, EAST, ON THE
 AE1791'APRON FOR 0.16 KM (0.10 MI) TO A TAXI ON THE RIGHT.  TURN RIGHT,
 AE1791'SOUTH, ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO A TAXI.  TURN LEFT,
 AE1791'EAST, THEN SOUTH, ALONG THE TAXI FOR 0.56 KM (0.35 MI) TO THE JUNCTION
 AE1791'OF RUNWAY END 25 ON THE RIGHT.  CONTINUE AHEAD, SOUTH, FOR 0.11 KM
 AE1791'(0.05 MI) TO THE STATION ON THE LEFT.  (THE STATION CAN ALSO BE
 AE1791'REACHED BY GOING SOUTH ON HIGHWAY 85 FROM THE AIRPORT ENTRANCE ROAD
 AE1791'FOR 0.64 KM (0.40 MI) TO A GRASS DRIVE ON THE RIGHT.  TURN RIGHT AND
 AE1791'GO WEST ON GRASS DRIVE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 AE1791'RIGHT).  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AE1791'ROD IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AE1791'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AE1791'IS 120.4 M (395.0 FT) SOUTH-SOUTHEAST OF THE EXTENDED RUNWAY CENTER,
 AE1791'50.6 M (166.0 FT) EAST-NORTHEAST OF THE TAXI CENTER, 43.8 M (143.7 FT)
 AE1791'EAST OF THE SECOND TAXI LIGHT SOUTH OF THE RUNWAY, 35.4 M (116.1 FT)
 AE1791'NORTH OF THE EXTENDED CENTER OF A GRASS DRIVE FROM THE HIGHWAY TO THE
 AE1791'AIRFIELD, 30.4 M (99.7 FT) SOUTH OF THE EXTENDED STOP LINE CENTER, 1.0
 AE1791'M (3.3 FT) NORTH OF A FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT)
 AE1791'SOUTH OF A FIBERGLASS WITNESS POST.
 AE1791
 AE1791                          STATION RECOVERY (1998)
 AE1791
 AE1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AE1791'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF DICKINSON AT THE
 AE1791'DICKINSON MUNICIPAL AIRPORT, ABOUT 0.16 KM (0.10 MI) WEST OF HIGHWAY
 AE1791'85, ALONG A TAXI LEADING SOUTH FROM RUNWAY END 25, AND NEAR THE CENTER
 AE1791'OF THE EAST SIDE OF THE AIRFIELD.  OWNERSHIP--DICKINSON MUNICIPAL
 AE1791'AIRPORT AUTHORITY, 11168 42 RS SW, ROUTE 4, BOX 130E, DICKINSON, ND
 AE1791'58601.  AIRPORT MANAGER IS BILL TOWLE.  PHONE 701-225-1062.  CONTACT
 AE1791'HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AE1791'REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AE1791'HIGHWAY 94 AND STATE HIGHWAY 22 (EXIT 61) ON THE NORTH SIDE OF
 AE1791'DICKINSON, GO SOUTH ON STATE HIGHWAY 22 FOR 1.93 KM (1.20 MI) TO THE
 AE1791'JUNCTION OF BUSINESS HIGHWAY 94 JUST BEFORE A RAILROAD OVERPASS,
 AE1791'CONTINUE SOUTH ON HIGHWAY 22 FOR 8.45 KM (5.25 MI) TO THE AIRPORT
 AE1791'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON THE ROAD FOR 0.43 KM
 AE1791'(0.25 MI) TO THE ENTRANCE TO A PARKING LOT ON THE LEFT, CONTINUE WEST
 AE1791'ON THE ROAD FOR 0.08 KM (0.05 MI) TO ROAD END AND A PAVED ROAD LEFT,
 AE1791'TURN LEFT, SOUTH, PASSING A ROW OF HANGARS FOR 0.12 KM (0.05 MI) TO
 AE1791'THE APRON, TURN LEFT, EAST, ON THE APRON FOR 0.16 KM (0.10 MI) TO A
 AE1791'TAXI ON THE RIGHT, TURN RIGHT, SOUTH, ALONG THE TAXI FOR 0.08 KM (0.05
 AE1791'MI) TO A TAXI, TURN LEFT, EAST, THEN SOUTH, ALONG THE TAXI FOR 0.56 KM
 AE1791'(0.35 MI) TO THE JUNCTION OF RUNWAY END 25 ON THE RIGHT, CONTINUE
 AE1791'AHEAD, SOUTH, FOR 0.11 KM (0.05 MI) TO THE STATION ON THE LEFT.  (THE
 AE1791'STATION CAN ALSO BE REACHED BY GOING SOUTH ON HIGHWAY 85 FROM THE
 AE1791'AIRPORT ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO A GRASS DRIVE ON THE
 AE1791'RIGHT AND THE STATION ON THE RIGHT) .  THE STATION IS A PUNCH HOLE TOP
 AE1791'CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE 90 CM LONG
 AE1791'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 AE1791'SET FLUSH WITH THE GROUND, IT IS 120.4 M (395.0 FT) SOUTH-SOUTHEAST OF
 AE1791'THE EXTENDED RUNWAY CENTER, 50.6 M (166.0 FT) EAST-NORTHEAST OF THE
 AE1791'TAXI CENTER, 43.8 M (143.7 FT) EAST OF THE SECOND TAXI LIGHT SOUTH OF
 AE1791'THE RUNWAY, 35.4 M (116.1 FT) NORTH OF THE EXTENDED CENTER OF A GRASS
 AE1791'DRIVE FROM THE HIGHWAY TO THE AIRFIELD, 30.4 M (99.7 FT) SOUTH OF THE
 AE1791'EXTENDED STOP LINE CENTER, 1.0 M (3.3 FT) NORTH OF A FIBERGLASS
 AE1791'WITNESS POST, AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AE1791'THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0406 ***********************************************************************
 RS0406  DESIGNATION -  DIVINE
 RS0406  PID         -  RS0406
 RS0406  STATE/COUNTY-  ND/ADAMS
 RS0406  USGS QUAD   -  PLUM BUTTE (1974)
 RS0406
 RS0406                         *CURRENT SURVEY CONTROL
 RS0406  ___________________________________________________________________
 RS0406* NAD 83(1996)-  46 08 17.09692(N)    102 10 03.08236(W)     ADJUSTED  
 RS0406* NAVD 88     -       812.4    (meters)    2665.     (feet)  VERTCON   
 RS0406  ___________________________________________________________________
 RS0406  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 RS0406  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 RS0406
 RS0406  HORZ ORDER  -  FIRST
 RS0406
 RS0406.The horizontal coordinates were established by classical geodetic methods
 RS0406.and adjusted by the National Geodetic Survey in January 1998..
 RS0406
 RS0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0406
 RS0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0406
 RS0406.The geoid height was determined by GEOID03.
 RS0406
 RS0406;                    North         East     Units Scale Factor Converg.
 RS0406;SPC ND S     -    53,768.811   471,158.364   MT  1.00000920   -1 12 58.5
 RS0406;SPC ND S     -   176,406.86  1,545,795.16   iFT  1.00000920   -1 12 58.5
 RS0406;UTM  13      - 5,113,290.171   718,775.603   MT  1.00018841   +2 02 35.0
 RS0406
 RS0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0406!SPC ND S     -   0.99987560  x   1.00000920  =   0.99988480
 RS0406!UTM  13      -   0.99987560  x   1.00018841  =   1.00006399
 RS0406
 RS0406|---------------------------------------------------------------------|
 RS0406| PID    Reference Object                     Distance      Geod. Az  |
 RS0406|                                                           dddmmss.s |
 RS0406| CQ8243 DIVINE RM 1                          21.970 METERS 03741     |
 RS0406| CQ8242 DIVINE AZ MK                                       1673456.5 |
 RS0406| QT0383 LEMMON MUNICIPAL TANK               APPROX.21.6 KM 1804700.7 |
 RS0406| CQ8244 DIVINE RM 2                          24.353 METERS 31143     |
 RS0406|---------------------------------------------------------------------|
 RS0406
 RS0406                          SUPERSEDED SURVEY CONTROL
 RS0406
 RS0406  NAD 83(1986)-  46 08 17.08882(N)    102 10 03.08021(W) AD(       ) 1
 RS0406  NAD 27      -  46 08 17.07900(N)    102 10 01.52400(W) AD(       ) 1
 RS0406  NGVD 29 (07/19/86)  811.9    (m)         2664.     (f) VERT ANG       
 RS0406
 RS0406.Superseded values are not recommended for survey control.
 RS0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0406.See file dsdata.txt to determine how the superseded data were derived.
 RS0406
 RS0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM1877613290(NAD 83)
 RS0406_MARKER: DS = TRIANGULATION STATION DISK
 RS0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0406
 RS0406  HISTORY     - Date     Condition        Report By
 RS0406  HISTORY     - 1934     MONUMENTED       CGS
 RS0406  HISTORY     - 1951     GOOD             CGS
 RS0406
 RS0406                          STATION DESCRIPTION
 RS0406
 RS0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0406'STATION IS LOCATED IN THE SE 1/4 OF SEC. 27, T 131 N, R 92 W,
 RS0406'ABOUT 3/4 MILE W AND 13.5 MILES N OF LEMMON, SOUTH DAKOTA,
 RS0406'ABOUT 0.15 MILE W OF N-S ROAD (SECTION LINE) AND 0.35 MILE
 RS0406'N OF E AND W SECTION LINE ROAD, ON TOP OF SMALL FLAT TOPPED
 RS0406'BUTTE IN PASTURE LAND OWNED BY C.C. DIVINE OF CLEVELAND,
 RS0406'OHIO, AND RENTED BY MR. HALGARD.  STATION IS ON THE S SIDE
 RS0406'OF THE HILL.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 RS0406'OF THE GROUND.
 RS0406'
 RS0406'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RS0406'BRONZE DISKS SET IN CONCRETE.
 RS0406'
 RS0406'REFERENCE MARK NO. 1 IS 21.969 METERS (72.08 FEET) NE OF
 RS0406'STATION AT E RIM OF HILL.  MARK PROJECTS ABOUT 6 INCHES ABOVE
 RS0406'THE SURFACE OF THE GROUND.
 RS0406'
 RS0406'REFERENCE MARK NO. 2 IS 24.351 METERS (79.89 FEET) NW OF
 RS0406'STATION.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 RS0406'
 RS0406'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SSE OF STATION, AND
 RS0406'IS REACHED BY GOING SE 0.2 MILE TO N AND S SECTION LINE ROAD,
 RS0406'THEN TURN RIGHT (S) AND GO 0.5 MILE.  MARK IS 25 FEET W OF
 RS0406'CENTER LINE OF N AND S SECTION LINE ROAD.  MARK PROJECTS ABOUT
 RS0406'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 RS0406'
 RS0406'REACHED FROM THE DEPOT IN LEMMON BY GOING W ON U.S. HIGHWAY
 RS0406'12 FOR 1.2 MILE, THEN LEAVE U.S. HIGHWAY 12 TURN RIGHT AND
 RS0406'GO N FOR 13.5 MILES TO CROSSROADS, THEN TURN RIGHT AND GO E
 RS0406'1.0 MILE TO CROSSROADS, THEN TURN LEFT AND GO N 0.25 MILE,
 RS0406'THEN TURN LEFT TAKE DOWN WIRE FENCE AND GO 0.2 MILE (NW)
 RS0406'ACROSS PASTURE TO TOP OF HILL AND STATION.
 RS0406'
 RS0406'HEIGHT OF LIGHT ABOVE STATION MARK - 0.1 METER.
 RS0406
 RS0406                          STATION RECOVERY (1951)
 RS0406
 RS0406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0406'STATION RECOVERED AS ORIGINALLY DESCRIBED AND MARKS FOUND TO
 RS0406'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE
 RS0406'STATION IS ADEQUATE.
 RS0406'
 RS0406'THE STATION MARK PROJECTS ABOUT 7 INCHES, AND THE DISK IS
 RS0406'STAMPED DIVINE 1934.
 RS0406'
 RS0406'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES, AND THE DISK
 RS0406'IS STAMPED DIVINE NO 1 1934.
 RS0406'
 RS0406'REFERENCE MARK NO. 2 PROJECTS ABOUT 10 INCHES, AND THE DISK
 RS0406'IS STAMPED DIVINE NO 2 1934.
 RS0406'
 RS0406'AZIMUTH MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED
 RS0406'DIVINE AZI 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0737 ***********************************************************************
 SO0737  DESIGNATION -  DODGE
 SO0737  PID         -  SO0737
 SO0737  STATE/COUNTY-  ND/MERCER
 SO0737  USGS QUAD   -  DODGE (1973)
 SO0737
 SO0737                         *CURRENT SURVEY CONTROL
 SO0737  ___________________________________________________________________
 SO0737* NAD 83(1996)-  47 20 42.51367(N)    102 11 51.89945(W)     ADJUSTED  
 SO0737* NAVD 88     -       689.4    (meters)    2262.     (feet)  VERTCON   
 SO0737  ___________________________________________________________________
 SO0737  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 SO0737  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SO0737
 SO0737  HORZ ORDER  -  FIRST
 SO0737
 SO0737.The horizontal coordinates were established by classical geodetic methods
 SO0737.and adjusted by the National Geodetic Survey in January 1998..
 SO0737
 SO0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0737
 SO0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0737
 SO0737.The geoid height was determined by GEOID03.
 SO0737
 SO0737;                    North         East     Units Scale Factor Converg.
 SO0737;SPC ND S     -   187,965.350   471,722.932   MT  0.99997554   -1 14 17.9
 SO0737;SPC ND S     -   616,684.22  1,547,647.41   iFT  0.99997554   -1 14 17.9
 SO0737;UTM  13      - 5,247,327.863   711,660.067   MT  1.00015060   +2 03 42.0
 SO0737
 SO0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0737!SPC ND S     -   0.99989482  x   0.99997554  =   0.99987036
 SO0737!UTM  13      -   0.99989482  x   1.00015060  =   1.00004540
 SO0737
 SO0737:                Primary Azimuth Mark                     Grid Az
 SO0737:SPC ND S     -  DODGE AZ MK 1                            028 40 12.7
 SO0737:UTM  13      -  DODGE AZ MK 1                            025 22 12.8
 SO0737
 SO0737|---------------------------------------------------------------------|
 SO0737| PID    Reference Object                     Distance      Geod. Az  |
 SO0737|                                                           dddmmss.s |
 SO0737| CQ8245 DODGE AZ MK 1                                      0272554.8 |
 SO0737| SN1733 WITTENBERG LUTH CHURCH SPIRE        APPROX.19.7 KM 0812607.2 |
 SO0737| CQ8246 DODGE AZ MK 2                                      1212817.4 |
 SO0737| SO0750 HALLIDAY SPRING CREEK LUTH CH       APPROX.10.6 KM 2734104.5 |
 SO0737|---------------------------------------------------------------------|
 SO0737
 SO0737                          SUPERSEDED SURVEY CONTROL
 SO0737
 SO0737  NAD 83(1986)-  47 20 42.51010(N)    102 11 51.89257(W) AD(       ) 1
 SO0737  NAD 27      -  47 20 42.48000(N)    102 11 50.24500(W) AD(       ) 1
 SO0737  NGVD 29 (07/19/86)  689.0    (m)         2260.     (f) VERT ANG       
 SO0737
 SO0737.Superseded values are not recommended for survey control.
 SO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0737.See file dsdata.txt to determine how the superseded data were derived.
 SO0737
 SO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1166047328(NAD 83)
 SO0737_MARKER: DS = TRIANGULATION STATION DISK
 SO0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0737
 SO0737  HISTORY     - Date     Condition        Report By
 SO0737  HISTORY     - 1941     MONUMENTED       CGS
 SO0737  HISTORY     - 1951     GOOD             CGS
 SO0737  HISTORY     - 1958     GOOD             CGS
 SO0737  HISTORY     - 1984     GOOD             LOCENG
 SO0737
 SO0737                          STATION DESCRIPTION
 SO0737
 SO0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0737'STATION IS ABOUT 3 MILES N OF THE TOWN OF DODGE, ABOUT 0.2
 SO0737'MILE N AND ABOUT 0.4 MILE E OF THE SW CORNER OF SEC. 30, T.
 SO0737'145 N, R. 90 W, ON LAND OWNED BY CARL SIMPPFINDERFER, WHO LIVES
 SO0737'ABOUT 0.5 MILE N OF THE STATION.  IT IS ON THE HIGHEST POINT
 SO0737'OF A RIDGE, 10 FEET E OF A LARGE PILE OF ROCKS AND 9 FEET S
 SO0737'OF A WHITE REFERENCE POST.  IT IS STAMPED DODGE 1941 AND
 SO0737'PROJECTS ABOUT 6 INCHES.
 SO0737'
 SO0737'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS
 SO0737'SET IN CONCRETE.
 SO0737'
 SO0737'AZIMUTH MARK NO. 1 IS 20 FEET E OF THE CENTER LINE OF A DIRT
 SO0737'FARM ROAD AND 1 FOOT W OF A FENCE.  IT IS STAMPED DODGE NO.
 SO0737'1 1941 AND PROJECTS ABOUT 8 INCHES.
 SO0737'
 SO0737'AZIMUTH MARK NO. 2 IS 12 FEET S OF THE CENTER LINE OF A DIRT
 SO0737'FARM ROAD, 3 FEET W OF A WHITE REFERENCE POST AND 1 FOOT N
 SO0737'OF A FENCE.  IT IS STAMPED DODGE NO. 2 1941 AND PROJECTS ABOUT
 SO0737'4 INCHES.
 SO0737'
 SO0737'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE TOWN OF
 SO0737'DODGE, GO E ON STATE HIGHWAY 25 FOR 0.75 MILE TO A SIDE ROAD
 SO0737'LEFT, N, TURN LEFT AND FOLLOW THE MAIN GRAVEL ROAD FOR 2.9
 SO0737'MILES TO A DIRT SIDE ROAD LEFT, W, TURN LEFT AND GO 0.3 MILE
 SO0737'TO AZIMUTH MARK NO. 2 ON THE LEFT, S SIDE OF THE ROAD, CONTINUE
 SO0737'W FOR 0.2 MILE TO A RIGHT TURN, TURN RIGHT AND GO 0.2 MILE
 SO0737'TO A DIM TRACK ROAD W ACROSS FIELD, FROM THIS POINT CONTINUE
 SO0737'N 0.25 MILE TO AZIMUTH MARK NO. 1 ON THE RIGHT, E SIDE OF THE
 SO0737'ROAD, TURN LEFT, W ACROSS FIELD AND GO 0.1 MILE TO THE
 SO0737'HIGHEST POINT AND STATION NEAR A LARGE PILE OF ROCKS.
 SO0737'
 SO0737'NOTE.--THERE WAS NO SUITABLE PLACE FOR REFERENCE MARKS.
 SO0737'
 SO0737'24-FOOT SIGNALS AT EAGLE, WERNER, TWIN, MILLER AND A 4-FOOT
 SO0737'SIGNAL AT ZAP ARE VISIBLE FROM THE GROUND.
 SO0737'
 SO0737'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SO0737
 SO0737                          STATION RECOVERY (1951)
 SO0737
 SO0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0737'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED WITH THE
 SO0737'EXCEPTION OF AZIMUTH MARK NO. 1.  A FENCE LINE HAS BEEN CHANGED
 SO0737'AND THE CENTER OF THE DIRT ROAD MOVED.  IT IS NOW LOCATED 12
 SO0737'FEET EAST OF THE CENTER OF THE DIRT ROAD, AND 8 FEET WEST OF
 SO0737'THE WIRE FENCE.  ALL MARKS ARE IN GOOD CONDITION.  THE ORIGINAL
 SO0737'DESCRIPTION OF ALL OTHER MARKS, AND THE DESCRIPTION TO REACH
 SO0737'THE STATION IS ACCURATE AND ADEQUATE.  THE MARKS ARE STAMPED
 SO0737'AS ORIGINALLY DESCRIBED.
 SO0737
 SO0737                          STATION RECOVERY (1958)
 SO0737
 SO0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SO0737'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0737'CONDITION.
 SO0737'
 SO0737'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM DODGE IS
 SO0737'ADEQUATE.
 SO0737
 SO0737                          STATION RECOVERY (1984)
 SO0737
 SO0737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MF)
 SO0737'DODGE 1941 DODGE 1941 NO. 1 DODGE 1941 NO. 2 RECOVERED GOOD SET
 SO0737'WITNESS POST W) SIGN NE COR OF CONC.
 SO0737'
 SO0737'RAN OUT OF WITNESS POSTS W) SIGNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0722 ***********************************************************************
 QS0722  DESIGNATION -  DOERSCHLAG
 QS0722  PID         -  QS0722
 QS0722  STATE/COUNTY-  ND/EMMONS
 QS0722  USGS QUAD   -  POLLOCK NW (1966)
 QS0722
 QS0722                         *CURRENT SURVEY CONTROL
 QS0722  ___________________________________________________________________
 QS0722* NAD 83(1996)-  45 58 04.63525(N)    100 27 16.95521(W)     ADJUSTED  
 QS0722* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 QS0722  ___________________________________________________________________
 QS0722  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 QS0722  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 QS0722
 QS0722  HORZ ORDER  -  SECOND
 QS0722
 QS0722.The horizontal coordinates were established by classical geodetic methods
 QS0722.and adjusted by the National Geodetic Survey in January 1998..
 QS0722
 QS0722.The orthometric height was scaled from a topographic map.
 QS0722
 QS0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0722
 QS0722.The geoid height was determined by GEOID03.
 QS0722
 QS0722;                    North         East     Units Scale Factor Converg.
 QS0722;SPC ND S     -    33,491.566   603,510.527   MT  1.00004929   +0 01 58.9
 QS0722;SPC ND S     -   109,880.47  1,980,021.41   iFT  1.00004929   +0 01 58.9
 QS0722;SPC SD N     -   237,319.066   564,754.161   MT  1.00006740   -0 19 18.5
 QS0722;SPC SD N     -   778,604.30  1,852,864.28   sFT  1.00006740   -0 19 18.5
 QS0722;UTM  14      - 5,091,515.765   387,293.837   MT  0.99975616   -1 02 45.5
 QS0722
 QS0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0722!SPC ND S     -   0.99991179  x   1.00004929  =   0.99996107
 QS0722!SPC SD N     -   0.99991179  x   1.00006740  =   0.99997918
 QS0722!UTM  14      -   0.99991179  x   0.99975616  =   0.99966797
 QS0722
 QS0722:                Primary Azimuth Mark                     Grid Az
 QS0722:SPC ND S     -  MARTIN                                   239 06 17.2
 QS0722:SPC SD N     -  MARTIN                                   239 27 34.6
 QS0722:UTM  14      -  MARTIN                                   240 11 01.6
 QS0722
 QS0722|---------------------------------------------------------------------|
 QS0722| PID    Reference Object                     Distance      Geod. Az  |
 QS0722|                                                           dddmmss.s |
 QS0722| QS0802 MARTIN                              APPROX. 8.3 KM 2390816.1 |
 QS0722|---------------------------------------------------------------------|
 QS0722
 QS0722                          SUPERSEDED SURVEY CONTROL
 QS0722
 QS0722  NAD 83(1986)-  45 58 04.62570(N)    100 27 16.94948(W) AD(       ) 2
 QS0722  NAD 27      -  45 58 04.63500(N)    100 27 15.48900(W) AD(       ) 2
 QS0722
 QS0722.Superseded values are not recommended for survey control.
 QS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0722.See file dsdata.txt to determine how the superseded data were derived.
 QS0722
 QS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8729491516(NAD 83)
 QS0722_MARKER: Z = SEE DESCRIPTION
 QS0722_SETTING: 0 = UNSPECIFIED SETTING
 QS0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0722
 QS0722  HISTORY     - Date     Condition        Report By
 QS0722  HISTORY     - 1889     MONUMENTED       MORC
 QS0722  HISTORY     - 1964     SEE DESCRIPTION  USGS
 QS0722
 QS0722                          STATION DESCRIPTION
 QS0722
 QS0722'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0722'EMMONS IS ON LEFT BANK, 2-1/2 MILES FROM RIVER, ONE-HALF MILE EAST
 QS0722'FROM LOUIS DOERSCHLAGS HOUSE.  IT IS ON SECOND BENCH OF
 QS0722'LAND ABOVE THE RIVER BOTTOM.  THE TRIANGULATION STATION
 QS0722'IS ONE-HALF MILE SOUTHWEST FROM A VERY HIGH, PROMINENT BUTTE.
 QS0722
 QS0722                          STATION RECOVERY (1964)
 QS0722
 QS0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (KE)
 QS0722'STATION IS LOCATED 4.5 MILES N. AND 8.0 MILES W. OF POLLOCK, IN
 QS0722'THE SE 1/4 OF THE NW 1/4 OF SEC 28, T129N, R78W, 0.5 MILES SW
 QS0722'OF A VERY HIGH PROMINENT BUTTE, ABOUT 0.3 MILES SOUTH OF A
 QS0722'SINGLE POLE POWER LINE, 59.0 FEET DUE WEST OF A BEND IN A FENCE.
 QS0722'ON A HIGH RIDGE OVERLOOKING THE MISSOURI RIVER BOTTOM AND ALSO
 QS0722'A SET OF FARM BUILDINGS WITH WINDMILL ABOUT 1/4 MILE DISTANT TO
 QS0722'THE SW.  A STANDARD MRC IRON PIPE WITH CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0309 ***********************************************************************
 SN0309  DESIGNATION -  DOGDEN
 SN0309  PID         -  SN0309
 SN0309  STATE/COUNTY-  ND/MCLEAN
 SN0309  USGS QUAD   -  KONGSBERG (1981)
 SN0309
 SN0309                         *CURRENT SURVEY CONTROL
 SN0309  ___________________________________________________________________
 SN0309* NAD 83(1996)-  47 48 51.04232(N)    100 45 44.30519(W)     ADJUSTED  
 SN0309* NAVD 88     -       700.851  (meters)    2299.38   (feet)  ADJUSTED  
 SN0309  ___________________________________________________________________
 SN0309  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 SN0309  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0309  DYNAMIC HT  -         700.920 (meters)    2299.60  (feet)  COMP
 SN0309  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 SN0309
 SN0309  HORZ ORDER  -  SECOND
 SN0309  VERT ORDER  -  SECOND    CLASS 0
 SN0309
 SN0309.The horizontal coordinates were established by classical geodetic methods
 SN0309.and adjusted by the National Geodetic Survey in January 1998..
 SN0309
 SN0309.The orthometric height was determined by differential leveling
 SN0309.and adjusted by the National Geodetic Survey in June 1991..
 SN0309
 SN0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0309
 SN0309.The geoid height was determined by GEOID03.
 SN0309
 SN0309.The dynamic height is computed by dividing the NAVD 88
 SN0309.geopotential number by the normal gravity value computed on the
 SN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0309.degrees latitude (g = 980.6199 gals.).
 SN0309
 SN0309.The modeled gravity was interpolated from observed gravity values.
 SN0309
 SN0309;                    North         East     Units Scale Factor Converg.
 SN0309;SPC ND N     -    90,554.048   580,356.137   MT  0.99994694   -0 11 42.7
 SN0309;SPC ND N     -   297,093.33  1,904,055.57   iFT  0.99994694   -0 11 42.7
 SN0309;UTM  14      - 5,297,150.882   368,070.448   MT  0.99981388   -1 18 21.6
 SN0309
 SN0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0309!SPC ND N     -   0.99989348  x   0.99994694  =   0.99984043
 SN0309!UTM  14      -   0.99989348  x   0.99981388  =   0.99970738
 SN0309
 SN0309:                Primary Azimuth Mark                     Grid Az
 SN0309:SPC ND N     -  DOGDEN BUTTE BUR RECLA NE MAST           035 59 42.7
 SN0309:UTM  14      -  DOGDEN BUTTE BUR RECLA NE MAST           037 06 21.6
 SN0309
 SN0309|---------------------------------------------------------------------|
 SN0309| PID    Reference Object                     Distance      Geod. Az  |
 SN0309|                                                           dddmmss.s |
 SN0309| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      422.637 METERS 0354800.0 |
 SN0309| SN0311 DOGDEN AZ MK                                       0414325.3 |
 SN0309| SN0310 DOGDEN RM 1                           9.656 METERS 11736     |
 SN0309| SN0308 DOGDEN RM 2                          20.675 METERS 19256     |
 SN0309|---------------------------------------------------------------------|
 SN0309
 SN0309                          SUPERSEDED SURVEY CONTROL
 SN0309
 SN0309  NAD 83(1986)-  47 48 51.04481(N)    100 45 44.30156(W) AD(       ) 2
 SN0309  NAD 27      -  47 48 51.03710(N)    100 45 42.79070(W) AD(       ) 2
 SN0309  NGVD 29 (??/??/92)  700.45   (m)         2298.1    (f) COMPUTED    2 0
 SN0309
 SN0309.Superseded values are not recommended for survey control.
 SN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0309.See file dsdata.txt to determine how the superseded data were derived.
 SN0309
 SN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6807097151(NAD 83)
 SN0309_MARKER: DS = TRIANGULATION STATION DISK
 SN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0309_STAMPING: DOGDEN 1962
 SN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0309+STABILITY: SURFACE MOTION
 SN0309
 SN0309  HISTORY     - Date     Condition        Report By
 SN0309  HISTORY     - 1962     MONUMENTED       CGS
 SN0309  HISTORY     - 1962     GOOD             CGS
 SN0309
 SN0309                          STATION DESCRIPTION
 SN0309
 SN0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0309'THE STATION IS LOCATED 1-1/2 MILES EAST AND 2-1/2 MILES
 SN0309'SOUTH OF THE TOWN OF KONGSBERG, IN THE NE 1/4 OF SEC. 15, T150N,
 SN0309'R79W, ABOUT 100 FEET WEST OF A RADIO MAST.
 SN0309'
 SN0309'TO REACH FROM ST. JOHNS LUTHERAN CHURCH IN KONGSBERG, FOLLOW
 SN0309'THE GRAVELED ROAD SOUTH FOR 1.2 MILE TO A Y FORK.  TAKE THE
 SN0309'LEFT FORK, SOUTHEAST AND SOUTH FOR 0.5 MILE TO A Y FORK.
 SN0309'TAKE THE LEFT FORK, SOUTHEAST AND EAST FOR 2 MILES TO A T ROAD
 SN0309'TO THE RIGHT.  TURN RIGHT, SOUTH, AND GO 0.2 MILE TO A Y FORK
 SN0309'AND A WIRE GATE.  TAKE THE LEFT FORK, PASS THROUGH THE GATE
 SN0309'AND FOLLOW THE TRACK ROAD SOUTH, SOUTHWEST FOR 0.2 MILE TO A
 SN0309'Y FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY FOR 0.3
 SN0309'MILE TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE ROAD.
 SN0309'CONTINUE AHEAD, SOUTH, SOUTHWEST ON A TRACK ROAD FOR 0.2
 SN0309'MILE TO A STEEL GATE.  PASS THROUGH THE GATE, AND CONTINUE
 SN0309'SOUTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO A RADIO MAST AND
 SN0309'THE STATION ON THE SMALL KNOLL, ABOUT 100 FEET WEST OF THE
 SN0309'RADIO MAST.
 SN0309'
 SN0309'THE STATION MARK IS A STANDARD DISK STAMPED DOGDEN 1962 AND
 SN0309'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0309'PROJECTS 1 INCH.  IT IS 5.6 FEET NORTHWEST OF THE WITNESS
 SN0309'POST.
 SN0309'
 SN0309'REFERENCE MARK NO. 1, STAMPED DOGDEN NO 1 1962, IS A STANDARD
 SN0309'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0309'WHICH PROJECTS 1 INCH.  IT IS 26.4 FEET SOUTHEAST OF THE
 SN0309'WITNESS POST.
 SN0309'
 SN0309'REFERENCE MARK NO. 2, STAMPED DOGDEN NO 2 1962, IS A STANDARD
 SN0309'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0309'WHICH PROJECTS 1 INCH.  IT IS 66.3 FEET SOUTH OF THE WITNESS
 SN0309'POST.
 SN0309'
 SN0309'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOGDEN 1962 AND
 SN0309'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0309'PROJECTS 2 INCHES.  IT IS 97 FEET EAST OF THE CENTER OF A
 SN0309'ROAD, 79 FEET SOUTHWEST OF A TELEPHONE POLE AND 5.1 FEET EAST
 SN0309'OF THE WITNESS POST.
 SN0309'
 SN0309'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 67.28 FEET AND 20.507
 SN0309'METERS.
 SN0309
 SN0309                          STATION RECOVERY (1962)
 SN0309
 SN0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0309'7.05 MI SW FROM BUTTE.
 SN0309'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0309'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0309'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0309'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 SN0309'MILE NORTH-NORTHWEST ACROSS A PASTURE, AT THE TOP OF DOG DEN BUTTE,
 SN0309'144.0 FEET WEST OF THE MOST SOUTHERLY OF THREE RADIO TOWERS, 21.0 FEET
 SN0309'SOUTH OF 4 GUY WIRE ANCHORS, 68.0 FEET NORTH OF R.M. 2, 32.0 FEET
 SN0309'NORTH-NORTHWEST OF R.M. 1, 6.0 FEET NORTHWEST OF A WITNESS POST, AND
 SN0309'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0311 ***********************************************************************
 SN0311  DESIGNATION -  DOGDEN AZ MK
 SN0311  PID         -  SN0311
 SN0311  STATE/COUNTY-  ND/MCLEAN
 SN0311  USGS QUAD   -  KONGSBERG (1981)
 SN0311
 SN0311                         *CURRENT SURVEY CONTROL
 SN0311  ___________________________________________________________________
 SN0311* NAD 83(1986)-  47 49 04.     (N)    100 45 31.     (W)     SCALED    
 SN0311* NAVD 88     -       689.467  (meters)    2262.03   (feet)  ADJUSTED  
 SN0311  ___________________________________________________________________
 SN0311  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN0311  DYNAMIC HT  -         689.536 (meters)    2262.25  (feet)  COMP
 SN0311  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SN0311
 SN0311  VERT ORDER  -  SECOND    CLASS 0
 SN0311
 SN0311.The horizontal coordinates were scaled from a topographic map and have
 SN0311.an estimated accuracy of +/- 6 seconds.
 SN0311
 SN0311.The orthometric height was determined by differential leveling
 SN0311.and adjusted by the National Geodetic Survey in June 1991..
 SN0311
 SN0311.The geoid height was determined by GEOID03.
 SN0311
 SN0311.The dynamic height is computed by dividing the NAVD 88
 SN0311.geopotential number by the normal gravity value computed on the
 SN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0311.degrees latitude (g = 980.6199 gals.).
 SN0311
 SN0311.The modeled gravity was interpolated from observed gravity values.
 SN0311
 SN0311;                    North         East    Units  Estimated Accuracy
 SN0311;SPC ND N     -    90,950.      580,630.      MT  (+/- 180 meters Scaled)
 SN0311
 SN0311                          SUPERSEDED SURVEY CONTROL
 SN0311
 SN0311  NGVD 29 (??/??/92)  689.071  (m)         2260.73   (f) ADJ UNCH    2 0
 SN0311
 SN0311.Superseded values are not recommended for survey control.
 SN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0311.See file dsdata.txt to determine how the superseded data were derived.
 SN0311
 SN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT683975(NAD 83)
 SN0311_MARKER: DZ = AZIMUTH MARK DISK
 SN0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0311_STAMPING: DOG DEN 1962
 SN0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0311+STABILITY: SURFACE MOTION
 SN0311
 SN0311  HISTORY     - Date     Condition        Report By
 SN0311  HISTORY     - 1962     MONUMENTED       CGS
 SN0311
 SN0311                          STATION DESCRIPTION
 SN0311
 SN0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0311'7.45 MI SW FROM BUTTE.
 SN0311'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0311'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0311'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0311'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.4
 SN0311'MILES NORTH ACROSS A PASTURE, ON THE TOP OF DOG DEN BUTTE, 303.0 FEET
 SN0311'NORTHEAST OF THE MIDDLE TOWER OF THREE RADIO TOWERS, 207.0 FEET EAST
 SN0311'OF THE NORTHEAST CORNER OF A SMALL BUILDING WHICH HOUSES A TELEVISION
 SN0311'RECEIVER, 6.0 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A
 SN0311'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1613 ***********************************************************************
 SN1613  DESIGNATION -  DOGDEN BUTTE BUR RECLA NE MAST
 SN1613  PID         -  SN1613
 SN1613  STATE/COUNTY-  ND/MCLEAN
 SN1613  USGS QUAD   -  KONGSBERG (1981)
 SN1613
 SN1613                         *CURRENT SURVEY CONTROL
 SN1613  ___________________________________________________________________
 SN1613* NAD 83(1996)-  47 49 02.14085(N)    100 45 32.42073(W)     ADJUSTED  
 SN1613* NAVD 88     -                                                        
 SN1613  ___________________________________________________________________
 SN1613  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 SN1613  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN1613
 SN1613  HORZ ORDER  -  THIRD
 SN1613
 SN1613.The horizontal coordinates were established by classical geodetic methods
 SN1613.and adjusted by the National Geodetic Survey in January 1998..
 SN1613
 SN1613
 SN1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1613
 SN1613.The geoid height was determined by GEOID03.
 SN1613
 SN1613;                    North         East     Units Scale Factor Converg.
 SN1613;SPC ND N     -    90,895.971   580,604.515   MT  0.99994669   -0 11 33.8
 SN1613;SPC ND N     -   298,215.13  1,904,870.46   iFT  0.99994669   -0 11 33.8
 SN1613;UTM  14      - 5,297,487.881   368,325.374   MT  0.99981306   -1 18 13.0
 SN1613
 SN1613                          SUPERSEDED SURVEY CONTROL
 SN1613
 SN1613  NAD 83(1986)-  47 49 02.14346(N)    100 45 32.41646(W) AD(       ) 4
 SN1613  NAD 27      -  47 49 02.13700(N)    100 45 30.90500(W) AD(       ) 3
 SN1613
 SN1613.Superseded values are not recommended for survey control.
 SN1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1613.See file dsdata.txt to determine how the superseded data were derived.
 SN1613
 SN1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6832597488(NAD 83)
 SN1613_MARKER: 42 = RADIO/TV MAST
 SN1613
 SN1613  HISTORY     - Date     Condition        Report By
 SN1613  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1613
 SN1613                          STATION DESCRIPTION
 SN1613
 SN1613'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1614 ***********************************************************************
 SN1614  DESIGNATION -  DOGDEN BUTTE BUR RECLA N MAST
 SN1614  PID         -  SN1614
 SN1614  STATE/COUNTY-  ND/MCLEAN
 SN1614  USGS QUAD   -  KONGSBERG (1981)
 SN1614
 SN1614                         *CURRENT SURVEY CONTROL
 SN1614  ___________________________________________________________________
 SN1614* NAD 83(1996)-  47 49 11.17659(N)    100 45 32.40340(W)     ADJUSTED  
 SN1614* NAVD 88     -                                                        
 SN1614  ___________________________________________________________________
 SN1614  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 SN1614  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN1614
 SN1614  HORZ ORDER  -  THIRD
 SN1614
 SN1614.The horizontal coordinates were established by classical geodetic methods
 SN1614.and adjusted by the National Geodetic Survey in January 1998..
 SN1614
 SN1614
 SN1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1614
 SN1614.The geoid height was determined by GEOID03.
 SN1614
 SN1614;                    North         East     Units Scale Factor Converg.
 SN1614;SPC ND N     -    91,175.024   580,605.814   MT  0.99994648   -0 11 33.8
 SN1614;SPC ND N     -   299,130.66  1,904,874.72   iFT  0.99994648   -0 11 33.8
 SN1614;UTM  14      - 5,297,766.819   368,332.083   MT  0.99981303   -1 18 13.2
 SN1614
 SN1614                          SUPERSEDED SURVEY CONTROL
 SN1614
 SN1614  NAD 83(1986)-  47 49 11.17924(N)    100 45 32.39905(W) AD(       ) 4
 SN1614  NAD 27      -  47 49 11.16800(N)    100 45 30.89100(W) AD(       ) 3
 SN1614
 SN1614.Superseded values are not recommended for survey control.
 SN1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1614.See file dsdata.txt to determine how the superseded data were derived.
 SN1614
 SN1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6833297767(NAD 83)
 SN1614_MARKER: 42 = RADIO/TV MAST
 SN1614
 SN1614  HISTORY     - Date     Condition        Report By
 SN1614  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1614
 SN1614                          STATION DESCRIPTION
 SN1614
 SN1614'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1615 ***********************************************************************
 SN1615  DESIGNATION -  DOGDEN BUTTE BUR RECLA SW MAST
 SN1615  PID         -  SN1615
 SN1615  STATE/COUNTY-  ND/MCLEAN
 SN1615  USGS QUAD   -  KONGSBERG (1981)
 SN1615
 SN1615                         *CURRENT SURVEY CONTROL
 SN1615  ___________________________________________________________________
 SN1615* NAD 83(1996)-  47 48 50.62901(N)    100 45 42.30949(W)     ADJUSTED  
 SN1615* NAVD 88     -                                                        
 SN1615  ___________________________________________________________________
 SN1615  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 SN1615  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN1615
 SN1615  HORZ ORDER  -  THIRD
 SN1615
 SN1615.The horizontal coordinates were established by classical geodetic methods
 SN1615.and adjusted by the National Geodetic Survey in January 1998..
 SN1615
 SN1615
 SN1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1615
 SN1615.The geoid height was determined by GEOID03.
 SN1615
 SN1615;                    North         East     Units Scale Factor Converg.
 SN1615;SPC ND N     -    90,541.142   580,397.609   MT  0.99994695   -0 11 41.2
 SN1615;SPC ND N     -   297,050.99  1,904,191.63   iFT  0.99994695   -0 11 41.2
 SN1615;UTM  14      - 5,297,137.176   368,111.657   MT  0.99981375   -1 18 20.1
 SN1615
 SN1615                          SUPERSEDED SURVEY CONTROL
 SN1615
 SN1615  NAD 83(1986)-  47 48 50.63119(N)    100 45 42.30599(W) AD(       ) 4
 SN1615  NAD 27      -  47 48 50.62400(N)    100 45 40.79500(W) AD(       ) 3
 SN1615
 SN1615.Superseded values are not recommended for survey control.
 SN1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1615.See file dsdata.txt to determine how the superseded data were derived.
 SN1615
 SN1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6811297137(NAD 83)
 SN1615_MARKER: 42 = RADIO/TV MAST
 SN1615
 SN1615  HISTORY     - Date     Condition        Report By
 SN1615  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1615
 SN1615                          STATION DESCRIPTION
 SN1615
 SN1615'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0310 ***********************************************************************
 SN0310  DESIGNATION -  DOGDEN RM 1
 SN0310  PID         -  SN0310
 SN0310  STATE/COUNTY-  ND/MCLEAN
 SN0310  USGS QUAD   -  KONGSBERG (1981)
 SN0310
 SN0310                         *CURRENT SURVEY CONTROL
 SN0310  ___________________________________________________________________
 SN0310* NAD 83(1986)-  47 48 51.     (N)    100 45 44.     (W)     SCALED    
 SN0310* NAVD 88     -       699.543  (meters)    2295.08   (feet)  ADJUSTED  
 SN0310  ___________________________________________________________________
 SN0310  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0310  DYNAMIC HT  -         699.612 (meters)    2295.31  (feet)  COMP
 SN0310  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 SN0310
 SN0310  VERT ORDER  -  SECOND    CLASS 0
 SN0310
 SN0310.The horizontal coordinates were scaled from a topographic map and have
 SN0310.an estimated accuracy of +/- 6 seconds.
 SN0310
 SN0310.The orthometric height was determined by differential leveling
 SN0310.and adjusted by the National Geodetic Survey in June 1991..
 SN0310
 SN0310.The geoid height was determined by GEOID03.
 SN0310
 SN0310.The dynamic height is computed by dividing the NAVD 88
 SN0310.geopotential number by the normal gravity value computed on the
 SN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0310.degrees latitude (g = 980.6199 gals.).
 SN0310
 SN0310.The modeled gravity was interpolated from observed gravity values.
 SN0310
 SN0310;                    North         East    Units  Estimated Accuracy
 SN0310;SPC ND N     -    90,550.      580,360.      MT  (+/- 180 meters Scaled)
 SN0310
 SN0310                          SUPERSEDED SURVEY CONTROL
 SN0310
 SN0310  NGVD 29 (??/??/92)  699.147  (m)         2293.78   (f) ADJ UNCH    2 0
 SN0310
 SN0310.Superseded values are not recommended for survey control.
 SN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0310.See file dsdata.txt to determine how the superseded data were derived.
 SN0310
 SN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT680971(NAD 83)
 SN0310_MARKER: DR = REFERENCE MARK DISK
 SN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0310_STAMPING: DOGDEN NO 1 1962
 SN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0310+STABILITY: SURFACE MOTION
 SN0310
 SN0310  HISTORY     - Date     Condition        Report By
 SN0310  HISTORY     - 1962     MONUMENTED       CGS
 SN0310
 SN0310                          STATION DESCRIPTION
 SN0310
 SN0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0310'7.05 MI SW FROM BUTTE.
 SN0310'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0310'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0310'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0310'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 SN0310'MILE NORTH-NORTHWEST ACROSS A PASTURE, 113.0 FEET WEST OF THE MOST
 SN0310'SOUTHERLY ONE OF THREE RADIO TOWERS, 32.0 FEET EAST-SOUTHEAST OF THE
 SN0310'STATION, 67.0 FEET NORTHEAST OF R.M. 2, AND SET IN THE TOP OF A
 SN0310'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0308 ***********************************************************************
 SN0308  DESIGNATION -  DOGDEN RM 2
 SN0308  PID         -  SN0308
 SN0308  STATE/COUNTY-  ND/MCLEAN
 SN0308  USGS QUAD   -  KONGSBERG (1981)
 SN0308
 SN0308                         *CURRENT SURVEY CONTROL
 SN0308  ___________________________________________________________________
 SN0308* NAD 83(1986)-  47 48 50.     (N)    100 45 45.     (W)     SCALED    
 SN0308* NAVD 88     -       698.827  (meters)    2292.73   (feet)  ADJUSTED  
 SN0308  ___________________________________________________________________
 SN0308  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 SN0308  DYNAMIC HT  -         698.896 (meters)    2292.96  (feet)  COMP
 SN0308  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 SN0308
 SN0308  VERT ORDER  -  SECOND    CLASS 0
 SN0308
 SN0308.The horizontal coordinates were scaled from a topographic map and have
 SN0308.an estimated accuracy of +/- 6 seconds.
 SN0308
 SN0308.The orthometric height was determined by differential leveling
 SN0308.and adjusted by the National Geodetic Survey in June 1991..
 SN0308
 SN0308.The geoid height was determined by GEOID03.
 SN0308
 SN0308.The dynamic height is computed by dividing the NAVD 88
 SN0308.geopotential number by the normal gravity value computed on the
 SN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0308.degrees latitude (g = 980.6199 gals.).
 SN0308
 SN0308.The modeled gravity was interpolated from observed gravity values.
 SN0308
 SN0308;                    North         East    Units  Estimated Accuracy
 SN0308;SPC ND N     -    90,520.      580,340.      MT  (+/- 180 meters Scaled)
 SN0308
 SN0308                          SUPERSEDED SURVEY CONTROL
 SN0308
 SN0308  NGVD 29 (??/??/92)  698.431  (m)         2291.44   (f) ADJ UNCH    2 0
 SN0308
 SN0308.Superseded values are not recommended for survey control.
 SN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0308.See file dsdata.txt to determine how the superseded data were derived.
 SN0308
 SN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT680971(NAD 83)
 SN0308_MARKER: DR = REFERENCE MARK DISK
 SN0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0308_STAMPING: DOGDEN NO 2 1962
 SN0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0308+STABILITY: SURFACE MOTION
 SN0308
 SN0308  HISTORY     - Date     Condition        Report By
 SN0308  HISTORY     - 1962     MONUMENTED       CGS
 SN0308
 SN0308                          STATION DESCRIPTION
 SN0308
 SN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0308'7.05 MI SW FROM BUTTE.
 SN0308'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0308'BUTTE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 SN0308'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTHWEST ALONG A
 SN0308'GRAVELED ROAD, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 SN0308'MILE NORTH-NORTHWEST ACROSS A PASTURE, 154.0 FEET WEST OF THE MOST
 SN0308'SOUTHERLY OF THREE RADIO TOWERS, 69.0 FEET SOUTHWEST OF R.M. 1, 68.0
 SN0308'FEET SOUTH-SOUTHWEST OF THE STATION, AND SET IN THE TOP OF A CONCRETE
 SN0308'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0857 ***********************************************************************
 RR0857  DESIGNATION -  DOME
 RR0857  PID         -  RR0857
 RR0857  STATE/COUNTY-  ND/MORTON
 RR0857  USGS QUAD   -  SCHMIDT (1976)
 RR0857
 RR0857                         *CURRENT SURVEY CONTROL
 RR0857  ___________________________________________________________________
 RR0857* NAD 83(1996)-  46 42 14.21908(N)    100 49 25.38319(W)     ADJUSTED  
 RR0857* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 RR0857  ___________________________________________________________________
 RR0857  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 RR0857  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RR0857
 RR0857  HORZ ORDER  -  SECOND
 RR0857
 RR0857.The horizontal coordinates were established by classical geodetic methods
 RR0857.and adjusted by the National Geodetic Survey in January 1998..
 RR0857
 RR0857.The orthometric height was scaled from a topographic map.
 RR0857
 RR0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0857
 RR0857.The geoid height was determined by GEOID03.
 RR0857
 RR0857;                    North         East     Units Scale Factor Converg.
 RR0857;SPC ND S     -   115,351.648   575,245.268   MT  0.99993844   -0 14 10.0
 RR0857;SPC ND S     -   378,450.29  1,887,287.62   iFT  0.99993844   -0 14 10.0
 RR0857;UTM  14      - 5,173,881.076   360,588.207   MT  0.99983889   -1 19 39.2
 RR0857
 RR0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0857!SPC ND S     -   0.99991018  x   0.99993844  =   0.99984863
 RR0857!UTM  14      -   0.99991018  x   0.99983889  =   0.99974909
 RR0857
 RR0857:                Primary Azimuth Mark                     Grid Az
 RR0857:SPC ND S     -  DOME AZ MK                               039 12 17.4
 RR0857:UTM  14      -  DOME AZ MK                               040 17 46.6
 RR0857
 RR0857|---------------------------------------------------------------------|
 RR0857| PID    Reference Object                     Distance      Geod. Az  |
 RR0857|                                                           dddmmss.s |
 RR0857| CO5581 DOME AZ MK                                         0385807.4 |
 RR0857| CO5582 DOME RM 1                             6.962 METERS 23529     |
 RR0857| CO5583 DOME RM 2                             3.542 METERS 32044     |
 RR0857|---------------------------------------------------------------------|
 RR0857
 RR0857                          SUPERSEDED SURVEY CONTROL
 RR0857
 RR0857  NAD 83(1986)-  46 42 14.21234(N)    100 49 25.36712(W) AD(       ) 2
 RR0857  NAD 27      -  46 42 14.23400(N)    100 49 23.90100(W) AD(       ) 2
 RR0857
 RR0857.Superseded values are not recommended for survey control.
 RR0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0857.See file dsdata.txt to determine how the superseded data were derived.
 RR0857
 RR0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6058873881(NAD 83)
 RR0857_MARKER: DS = TRIANGULATION STATION DISK
 RR0857_SETTING: 66 = SET IN ROCK OUTCROP
 RR0857_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RR0857
 RR0857  HISTORY     - Date     Condition        Report By
 RR0857  HISTORY     - 1948     MONUMENTED       CGS
 RR0857  HISTORY     - 1957     GOOD             CGS
 RR0857
 RR0857                          STATION DESCRIPTION
 RR0857
 RR0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0857'STATION IS LOCATED ON PROPERTY OF ADOLPH SEEMAN, ON THE HIGHEST
 RR0857'POINT OF A PROMINENT RIDGE, ABOUT 9 MILES SOUTH-SOUTHEAST OF
 RR0857'MANDAN, ABOUT 7.5 MILES SOUTH-SOUTHWEST OF BISMARCK, ABOUT 1.5
 RR0857'MILES WEST OF THE MISSOURI RIVER, AND ABOUT 0.75 MILES NORTH OF
 RR0857'THE LITTLE HEART RIVER.  THE MARK IS FLUSH WITH THE GROUND, AND
 RR0857'THE DISK IS STAMPED DOME 1948.
 RR0857'
 RR0857'REFERENCE MARK NO. 1 IS 22.84 FEET SOUTHWEST OF STATION.  THE
 RR0857'MARK PROJECTS 14 INCHES, AND THE DISK IS STAMPED DOME NO 1 1948.
 RR0857'
 RR0857'REFERENCE MARK NO. 2 IS 11.62 FEET NORTHWEST OF STATION.  THE
 RR0857'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED DOME NO 2 1948.
 RR0857'
 RR0857'AZIMUTH MARK IS 47 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 RR0857'GRAVELED ROAD, 3 FEET SOUTH OF A WITNESS POST, AND 0.5 MILE
 RR0857'NORTH-NORTHEAST OF STATION.  THE MARK PROJECTS 5 INCHES, AND
 RR0857'THE DISK IS STAMPED DOME 1948.
 RR0857'
 RR0857'TO REACH FROM THE RAILROAD UNDERPASS AT THE EAST EDGE OF MANDAN,
 RR0857'GO SOUTH ON PAVED STREET UNDER UNDERPASS, WHICH BECOMES A
 RR0857'GRAVELED ROAD AT EDGE OF TOWN, AND FOLLOW THE GRAVELED ROAD
 RR0857'SOUTH FOR 8.85 MILES TO THE AZIMUTH MARK ON RIGHT AND A FARM
 RR0857'ROAD RIGHT, TURN RIGHT ON FARM ROAD AND GO 0.25 MILE, TURN
 RR0857'LEFT AND GO 0.05 MILE TO POINT ABOUT SOUTH OF AN OLD HOUSE,
 RR0857'TURN LEFT AND GO SOUTHWEST AROUND EARTH DAM AND CONTINUE TO
 RR0857'TOP OF THE RIDGE WEST OF THE HOUSE, TURN LEFT AT TOP OF RIDGE
 RR0857'AND FOLLOW THE FENCE LINE FOR 0.1 MILE, THEN CROSS FENCE AND
 RR0857'FOLLOW THE RIDGE ABOUT 0.25 MILE TO HIGHEST POINT AND
 RR0857'STATION SITE.
 RR0857'
 RR0857'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0857
 RR0857                          STATION RECOVERY (1957)
 RR0857
 RR0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0857'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0857'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0857'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0709 ***********************************************************************
 RQ0709  DESIGNATION -  DOMEK
 RQ0709  PID         -  RQ0709
 RQ0709  STATE/COUNTY-  ND/STUTSMAN
 RQ0709  USGS QUAD   -  MONTPELIER (1953)
 RQ0709
 RQ0709                         *CURRENT SURVEY CONTROL
 RQ0709  ___________________________________________________________________
 RQ0709* NAD 83(1996)-  46 44 49.54614(N)    098 36 58.87850(W)     ADJUSTED  
 RQ0709* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 RQ0709  ___________________________________________________________________
 RQ0709  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 RQ0709  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 RQ0709
 RQ0709  HORZ ORDER  -  FIRST
 RQ0709
 RQ0709.The horizontal coordinates were established by classical geodetic methods
 RQ0709.and adjusted by the National Geodetic Survey in January 1998..
 RQ0709
 RQ0709.The orthometric height was scaled from a topographic map.
 RQ0709
 RQ0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0709
 RQ0709.The geoid height was determined by GEOID03.
 RQ0709
 RQ0709;                    North         East     Units Scale Factor Converg.
 RQ0709;SPC ND S     -   121,822.279   743,914.229   MT  0.99993701   +1 22 26.0
 RQ0709;SPC ND S     -   399,679.39  2,440,663.48   iFT  0.99993701   +1 22 26.0
 RQ0709;UTM  14      - 5,177,131.902   529,304.150   MT  0.99961055   +0 16 45.9
 RQ0709
 RQ0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0709!SPC ND S     -   0.99993136  x   0.99993701  =   0.99986837
 RQ0709!UTM  14      -   0.99993136  x   0.99961055  =   0.99954194
 RQ0709
 RQ0709|---------------------------------------------------------------------|
 RQ0709| PID    Reference Object                     Distance      Geod. Az  |
 RQ0709|                                                           dddmmss.s |
 RQ0709| CO5585 DOMEK RM 1                           27.301 METERS 09556     |
 RQ0709| CO5584 DOMEK AZ MK                                        1173130.8 |
 RQ0709| CO5586 DOMEK RM 2                           46.086 METERS 26635     |
 RQ0709|---------------------------------------------------------------------|
 RQ0709
 RQ0709                          SUPERSEDED SURVEY CONTROL
 RQ0709
 RQ0709  NAD 83(1986)-  46 44 49.55036(N)    098 36 58.86898(W) AD(       ) 1
 RQ0709  NAD 27      -  46 44 49.61200(N)    098 36 57.52900(W) AD(       ) 1
 RQ0709
 RQ0709.Superseded values are not recommended for survey control.
 RQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0709.See file dsdata.txt to determine how the superseded data were derived.
 RQ0709
 RQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2930477132(NAD 83)
 RQ0709_MARKER: DS = TRIANGULATION STATION DISK
 RQ0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0709_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0709
 RQ0709  HISTORY     - Date     Condition        Report By
 RQ0709  HISTORY     - 1934     MONUMENTED       CGS
 RQ0709  HISTORY     - 1954     GOOD             CGS
 RQ0709  HISTORY     - 1960     GOOD             CGS
 RQ0709  HISTORY     - 1967     SEE DESCRIPTION  CGS
 RQ0709
 RQ0709                          STATION DESCRIPTION
 RQ0709
 RQ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0709'STATION IS ABOUT 4-1/2 MILES SW OF YPSILANTI, IN THE SE 1/4 OF
 RQ0709'SEC. 22, T 138 N, R 63 W, ABOUT 0.45 MILE W OF THE E LINE OF
 RQ0709'THE ABOVE 1/4 SECTION.  IT IS SET AT S SIDE OF CORNFIELD, ABOUT
 RQ0709'12 INCHES BELOW SURFACE OF GROUND, 43 FEET N OF CENTER LINE OF
 RQ0709'ROAD, 11 FEET N OF FENCE LINE.
 RQ0709'
 RQ0709'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0709'BRONZE DISKS SET IN CONCRETE.
 RQ0709'
 RQ0709'REFERENCE MARK NO. 1 IS SET E OF THE STATION IN FENCE LINE, AND
 RQ0709'32 FEET N OF CENTER LINE OF ROAD.
 RQ0709'
 RQ0709'REFERENCE MARK NO. 2 IS SET W OF STATION IN FENCE LINE, AND
 RQ0709'32 FEET N OF CENTER LINE OF ROAD.
 RQ0709'
 RQ0709'AZIMUTH MARK IS SE OF THE STATION.  REACHED BY GOING E FROM
 RQ0709'STATION 0.3 MILE TO CROSSROADS, THENCE S 0.3 MILE TO SCHOOL NO.
 RQ0709'1, DISTRICT 50.  MARK IS SET IN E SCHOOLYARD FENCE, 196 FEET
 RQ0709'E OF E END OF SCHOOL.
 RQ0709'
 RQ0709'STATION IS REACHED FROM POST OFFICE IN JAMESTOWN BY GOING S
 RQ0709'ON U.S. HIGHWAY 281 FOR 8.4 MILES (OR 7.2 MILES BEYOND THE
 RQ0709'JUNCTION OF U.S. HIGHWAYS 281 AND 10 S OF JAMESTOWN) TO CROSSROADS
 RQ0709'AND SECTION CORNER AT SIGN YPSILANTI 7 MILES.  TURN E ON DIRT
 RQ0709'ROAD AND GO 4.0 MILES TO CROSSROADS AND SECTION CORNER.  TURN
 RQ0709'RIGHT (S) ON PRAIRIE ROAD AND GO 3.0 MILES TO CROSSROADS AND
 RQ0709'SECTION CORNER, THENCE E ON DIRT ROAD 0.55 MILE TO TOP OF GRADE
 RQ0709'AND STATION ON N SIDE OF ROAD.
 RQ0709'
 RQ0709'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0709
 RQ0709                          STATION RECOVERY (1954)
 RQ0709
 RQ0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0709'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 RQ0709'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS GIVING
 RQ0709'STAMPINGS ON MARKS AND NEW DIRECTIONS FOR REACHING THE STATION.
 RQ0709'
 RQ0709'THE STATION IS NEAR THE SOUTH EDGE OF THE SE 1/4 SEC. 22, T.
 RQ0709'138 N.  R. 63 W. ON LAND OWNED BY MR. DOMEK.  IT IS 3-1/2 MILES
 RQ0709'NORTHWEST OF MONTPELIER AND 3-1/2 MILES SOUTHWEST OF YPSILANTI.
 RQ0709'
 RQ0709'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 281 ON THE
 RQ0709'SOUTHWEST EDGE OF JAMESTOWN, GO SOUTH ON U.S. HIGHWAY 281 FOR 7.0
 RQ0709'MILES TO A SIGN READING YPSILANTI 8 MILES.  TURN LEFT AND GO
 RQ0709'EAST 5.0 MILES TO CROSSROAD, TURN RIGHT, SOUTH, 3.0 MILES TO
 RQ0709'CROSSROAD, TURN RIGHT, WEST, 0.4 MILE TO THE SUMMIT OF A GRADE.
 RQ0709'
 RQ0709'THE STATION MARK, 43 FEET NORTH OF THE CENTER OF THE ROAD, 16.8
 RQ0709'FEET NORTHWEST OF A WOOD FENCE POST, 12.0 FEET NORTH-NORTHEAST
 RQ0709'OF AN IRON FENCE POST, 11.3 FEET NORTH OF A WITNESS POST AND 11.0
 RQ0709'FEET NORTH OF A FENCE, (THIS IS A WOVEN-WIRE FENCE WITH TWO
 RQ0709'STRANDS OF BARBED-WIRE ABOVE THE WOVEN-WIRE WITH ALTERNATING WOOD
 RQ0709'AND IRON POSTS.), IS 12 INCHES BELOW THE GROUND SURFACE.  THE
 RQ0709'DISK IS STAMPED DOMEK 1934.
 RQ0709'
 RQ0709'REFERENCE MARK NO. 1, EAST OF AND ABOUT 2 FEET LOWER THAN THE
 RQ0709'STATION, IS 2 FEET NORTH-NORTHWEST OF A WOOD FENCE POST, 32
 RQ0709'FEET NORTH OF THE CENTER OF THE ROAD, AND 3 INCHES BELOW THE
 RQ0709'GROUND SURFACE.  THE DISK IS STAMPED DOMEK NO 1 1934.
 RQ0709'
 RQ0709'REFERENCE MARK NO. 2, WEST OF AND ABOUT 4 FEET LOWER THAN THE
 RQ0709'STATION, IS 32 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT
 RQ0709'NORTHEAST OF AN IRON FENCE POST, AND PROJECTS 1 INCH.  THE DISK
 RQ0709'IS STAMPED DOMEK NO 2 1934.
 RQ0709'
 RQ0709'THE AZIMUTH MARK, SOUTHEAST OF THE STATION APPROXIMATELY 0.5
 RQ0709'MILE, IS 196 FEET EAST OF THE EAST END OF THE SCHOOL BUILDING,
 RQ0709'1 FOOT WEST OF THE WOVEN-WIRE FENCE ALONG THE EAST SIDE OF THE
 RQ0709'SCHOOLYARD, 1 FOOT NORTH OF A WITNESS POST, AND PROJECTS 2 INCHES.
 RQ0709'THE DISK IS STAMPED DOMEK AZI 1934.
 RQ0709'
 RQ0709'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.4 MILE TO
 RQ0709'CROSSROAD.  TURN RIGHT AND GO SOUTH 0.25 MILE TO A SCHOOL ON
 RQ0709'THE LEFT, TURN LEFT INTO SCHOOLYARD AND GO EAST TO THE FENCE ALONG
 RQ0709'THE EAST SIDE OF THE SCHOOLYARD.
 RQ0709
 RQ0709                          STATION RECOVERY (1960)
 RQ0709
 RQ0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RQ0709'STATION RECOVERED AS DESCRIBED IN 1954 AND ALL MARKS FOUND IN
 RQ0709'GOOD CONDITION.
 RQ0709'
 RQ0709'THE 1954 DESCRIPTION TO REACH THE STATION FROM JAMESTOWN IS
 RQ0709'ADEQUATE FOR RECOVERY.
 RQ0709
 RQ0709                          STATION RECOVERY (1967)
 RQ0709
 RQ0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 RQ0709'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 RQ0709'DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS IN A
 RQ0709'CULTIVATED FIELD AND WAS DESTROYED.
 RQ0709'
 RQ0709'A TRIP WAS MADE TO NORTH DAKOTA TO MOVE THIS STATION, BUT TIME
 RQ0709'OF ARRIVAL, THE STATION AND REFERENCE MARKS WERE COMPLETELY
 RQ0709'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0780 ***********************************************************************
 RR0780  DESIGNATION -  DON
 RR0780  PID         -  RR0780
 RR0780  STATE/COUNTY-  ND/EMMONS
 RR0780  USGS QUAD   -  LINTON NE (1975)
 RR0780
 RR0780                         *CURRENT SURVEY CONTROL
 RR0780  ___________________________________________________________________
 RR0780* NAD 83(1996)-  46 23 11.33522(N)    100 06 57.99254(W)     ADJUSTED  
 RR0780* NAVD 88     -       658.9    (meters)    2162.     (feet)  VERTCON   
 RR0780  ___________________________________________________________________
 RR0780  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 RR0780  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 RR0780
 RR0780  HORZ ORDER  -  SECOND
 RR0780
 RR0780.The horizontal coordinates were established by classical geodetic methods
 RR0780.and adjusted by the National Geodetic Survey in January 1998..
 RR0780
 RR0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0780
 RR0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0780
 RR0780.The geoid height was determined by GEOID03.
 RR0780
 RR0780;                    North         East     Units Scale Factor Converg.
 RR0780;SPC ND S     -    80,084.228   629,528.622   MT  0.99996626   +0 16 48.0
 RR0780;SPC ND S     -   262,743.53  2,065,382.62   iFT  0.99996626   +0 16 48.0
 RR0780;UTM  14      - 5,137,594.965   414,181.036   MT  0.99969053   -0 48 29.2
 RR0780
 RR0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0780!SPC ND S     -   0.99990017  x   0.99996626  =   0.99986643
 RR0780!UTM  14      -   0.99990017  x   0.99969053  =   0.99959073
 RR0780
 RR0780|---------------------------------------------------------------------|
 RR0780| PID    Reference Object                     Distance      Geod. Az  |
 RR0780|                                                           dddmmss.s |
 RR0780| CO5588 DON RM 2                             46.476 METERS 29133     |
 RR0780| CO5587 DON RM 1                             26.762 METERS 33547     |
 RR0780| RR0781 BRAD                                APPROX.11.2 KM 3593351.4 |
 RR0780|---------------------------------------------------------------------|
 RR0780
 RR0780                          SUPERSEDED SURVEY CONTROL
 RR0780
 RR0780  NAD 83(1986)-  46 23 11.32483(N)    100 06 57.98357(W) AD(       ) 2
 RR0780  NAD 27      -  46 23 11.36704(N)    100 06 56.59513(W) AD(       ) 2
 RR0780  NGVD 29 (07/19/86)  658.5    (m)         2160.     (f) VERT ANG       
 RR0780
 RR0780.Superseded values are not recommended for survey control.
 RR0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0780.See file dsdata.txt to determine how the superseded data were derived.
 RR0780
 RR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1418137595(NAD 83)
 RR0780_MARKER: DD = SURVEY DISK
 RR0780_SETTING: 0 = UNSPECIFIED SETTING
 RR0780
 RR0780  HISTORY     - Date     Condition        Report By
 RR0780  HISTORY     - 1970     MONUMENTED       USGS
 RR0780
 RR0780                          STATION DESCRIPTION
 RR0780
 RR0780'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0780'THE STATION IS LOCATED ABOUT 9 MI N. AND 5.5 MI E. OF LINTON, IN
 RR0780'THE SW. QUARTER OF THE SE. QUARTER OF SEC. 28, T. 134 N., R. 75
 RR0780'W., IN A CULTIVATED FIELD, AT THE W. EDGE OF A PILE OF BOULDERS
 RR0780'ABOUT 6 FT HIGH AND ON THE PROPERTY OF MR. DONALD NAUMANN.
 RR0780'
 RR0780'TO REACH THE STATION FROM THE LINTON POST OFFICE, DRIVE S. FOR 0.1
 RR0780'MI TO A 4-WAY STOP, TURN RIGHT AND DRIVE W. FOR 0.1 MI TO JCT. WITH
 RR0780'U.S. HWY. 83, TURN RIGHT AND DRIVE N. ON HWY. 83 FOR 10.0 MI TO A
 RR0780'GRAVEL CROSSROADS, TURN RIGHT AND DRIVE E. FOR 7.2 MI TO A RIGHT
 RR0780'ANGLE TURN, TURN RIGHT AND CONTINUE S. ON GRAVEL RD. FOR 1.0 MI
 RR0780'TO A GRAVEL CROSSROADS, TURN LEFT AND DRIVE E. ON GRAVEL RD. FOR
 RR0780'0.4 MI TO MR. NAUMANNS DRIVE ON THE RIGHT AND A FIELD RD. ON
 RR0780'THE LEFT, TURN LEFT ONTO FIELD RD. AND DRIVE N. FOR 0.1 MI AND
 RR0780'THEN E. FOR 0.15 MI THROUGH GRASSLAND TO THE STATION AS
 RR0780'DESCRIBED.
 RR0780'
 RR0780'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED DON
 RR0780'1970, CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 RR0780'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0780'
 RR0780'STATION MARK IS IN GRASSLAND, 9 FT W. OF THE CENTER OF THE PILE
 RR0780'OF BOULDERS, 371 FT N. OF CENTER OF THE E.-W. GRAVEL RD. AND 1
 RR0780'FT E. OF A METAL WITNESS POST.
 RR0780'
 RR0780'REFERENCE MARK 1 IS 87.80 FT (26.762 M.) N.-NW. OF STATION, 1
 RR0780'FT W. OF A BOULDER, WHICH PROJECTS 6 IN. AND 1 FT N. OF A METAL
 RR0780'WITNESS POST.
 RR0780'
 RR0780'REFERENCE MARK NO. 2 IS 152.48 FT (46.476 M.) W.-NW. OF STATION,
 RR0780'1 FT W. OF A BOULDER, WHICH PROJECTS 6 IN. AND 1 FT N. OF A METAL
 RR0780'WITNESS POST.
 RR0780'
 RR0780'DISTANCE, REFERENCE MARK 1 TO REFERENCE MARK 2 IS 108.59 FT
 RR0780'(33.098 M.)
 RR0780'
 RR0780'NO AZIMUTH MARK WAS SET.  THE STATION AND ADJACENT STATIONS ARE
 RR0780'INTERVISIBLE FROM GROUND.
 RR0780'
 RR0780'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1647 ***********************************************************************
 SN1647  DESIGNATION -  DOUGLAS
 SN1647  PID         -  SN1647
 SN1647  STATE/COUNTY-  ND/WARD
 SN1647  USGS QUAD   -  DOUGLAS EAST (1980)
 SN1647
 SN1647                         *CURRENT SURVEY CONTROL
 SN1647  ___________________________________________________________________
 SN1647* NAD 83(1996)-  47 50 54.87433(N)    101 26 37.26597(W)     ADJUSTED  
 SN1647* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 SN1647  ___________________________________________________________________
 SN1647  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 SN1647  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SN1647
 SN1647  HORZ ORDER  -  SECOND
 SN1647
 SN1647.The horizontal coordinates were established by classical geodetic methods
 SN1647.and adjusted by the National Geodetic Survey in January 1998..
 SN1647
 SN1647.The orthometric height was scaled from a topographic map.
 SN1647
 SN1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1647
 SN1647.The geoid height was determined by GEOID03.
 SN1647
 SN1647;                    North         East     Units Scale Factor Converg.
 SN1647;SPC ND N     -    94,777.756   529,377.043   MT  0.99994430   -0 42 08.0
 SN1647;SPC ND N     -   310,950.64  1,736,801.32   iFT  0.99994430   -0 42 08.0
 SN1647;UTM  14      - 5,302,361.454   317,184.735   MT  1.00001070   -1 48 43.9
 SN1647
 SN1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1647!SPC ND N     -   0.99990271  x   0.99994430  =   0.99984702
 SN1647!UTM  14      -   0.99990271  x   1.00001070  =   0.99991341
 SN1647
 SN1647|---------------------------------------------------------------------|
 SN1647| PID    Reference Object                     Distance      Geod. Az  |
 SN1647|                                                           dddmmss.s |
 SN1647| CQ8254 DOUGLAS RM 1                         10.064 METERS 00232     |
 SN1647| SN0798 DOUGLAS AZ MK                                      0092838.1 |
 SN1647| CQ8255 DOUGLAS RM 2                          8.817 METERS 17602     |
 SN1647| SN1738 DOUGLAS TRINITY LUTH CH CROSS       APPROX. 4.4 KM 2812032.0 |
 SN1647|---------------------------------------------------------------------|
 SN1647
 SN1647                          SUPERSEDED SURVEY CONTROL
 SN1647
 SN1647  NAD 83(1986)-  47 50 54.87396(N)    101 26 37.26142(W) AD(       ) 2
 SN1647  NAD 27      -  47 50 54.85720(N)    101 26 35.68050(W) AD(       ) 2
 SN1647
 SN1647.Superseded values are not recommended for survey control.
 SN1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1647.See file dsdata.txt to determine how the superseded data were derived.
 SN1647
 SN1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU1718502361(NAD 83)
 SN1647_MARKER: DS = TRIANGULATION STATION DISK
 SN1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1647
 SN1647  HISTORY     - Date     Condition        Report By
 SN1647  HISTORY     - 1962     MONUMENTED       CGS
 SN1647
 SN1647                          STATION DESCRIPTION
 SN1647
 SN1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1647'THE STATION IS LOCATED 3 MILES EAST AND 1 MILE SOUTH OF THE
 SN1647'TOWN OF DOUGLAS, IN THE SE 1/4 OF SEC. 32, T151N, R84W.
 SN1647'
 SN1647'TO REACH FROM THE INTERSECTION OF THE MAIN STREET IN DOUGLAS
 SN1647'AND STATE HIGHWAY 53, GO NORTHEAST AND EAST FOR 3 MILES TO A
 SN1647'CROSS ROAD.  TURN RIGHT AND GO SOUTH ON A TRACK ROAD 1 MILE
 SN1647'TO THE STATION ON THE RIGHT.
 SN1647'
 SN1647'THE STATION MARK IS A STANDARD DISK STAMPED DOUGLAS 1962 AND
 SN1647'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1647'PROJECTS 5 INCHES.  IT IS 7.1 FEET NORTHWEST OF THE WITNESS
 SN1647'POST AND 2.5 FEET WEST OF A FENCE.
 SN1647'
 SN1647'REFERENCE MARK NO. 1, STAMPED DOUGLAS NO 1 1962, IS A STANDARD
 SN1647'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1647'PROJECTS 5 INCHES.  IT IS 39.4 FEET NORTH OF THE WITNESS POST
 SN1647'AND 1 FOOT WEST OF A FENCE.
 SN1647'
 SN1647'REFERENCE MARK NO. 2, STAMPED DOUGLAS NO 2 1962, IS A STANDARD
 SN1647'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1647'WHICH PROJECTS 5 INCHES.  IT IS 22.7 FEET SOUTH OF THE WITNESS
 SN1647'POST AND 1 FOOT WEST OF A FENCE.
 SN1647'
 SN1647'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLAS 1962 AND
 SN1647'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1647'PROJECTS 4 INCHES.  IT IS 6.3 FEET WEST OF A POWER POLE, 6.4
 SN1647'FEET SOUTH WEST OF THE WITNESS POST AND 80 FEET SOUTH OF A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0798 ***********************************************************************
 SN0798  DESIGNATION -  DOUGLAS AZ MK
 SN0798  PID         -  SN0798
 SN0798  STATE/COUNTY-  ND/WARD
 SN0798  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0798
 SN0798                         *CURRENT SURVEY CONTROL
 SN0798  ___________________________________________________________________
 SN0798* NAD 83(1986)-  47 51 44.     (N)    101 26 25.     (W)     SCALED    
 SN0798* NAVD 88     -       639.290  (meters)    2097.40   (feet)  ADJUSTED  
 SN0798  ___________________________________________________________________
 SN0798  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 SN0798  DYNAMIC HT  -         639.363 (meters)    2097.64  (feet)  COMP
 SN0798  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SN0798
 SN0798  VERT ORDER  -  SECOND    CLASS 0
 SN0798
 SN0798.The horizontal coordinates were scaled from a topographic map and have
 SN0798.an estimated accuracy of +/- 6 seconds.
 SN0798
 SN0798.The orthometric height was determined by differential leveling
 SN0798.and adjusted by the National Geodetic Survey in June 1991..
 SN0798
 SN0798.The geoid height was determined by GEOID03.
 SN0798
 SN0798.The dynamic height is computed by dividing the NAVD 88
 SN0798.geopotential number by the normal gravity value computed on the
 SN0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0798.degrees latitude (g = 980.6199 gals.).
 SN0798
 SN0798.The modeled gravity was interpolated from observed gravity values.
 SN0798
 SN0798;                    North         East    Units  Estimated Accuracy
 SN0798;SPC ND N     -    96,290.      529,650.      MT  (+/- 180 meters Scaled)
 SN0798
 SN0798                          SUPERSEDED SURVEY CONTROL
 SN0798
 SN0798  NGVD 29 (??/??/92)  638.89   (m)         2096.1    (f) COMPUTED    2 0
 SN0798
 SN0798.Superseded values are not recommended for survey control.
 SN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0798.See file dsdata.txt to determine how the superseded data were derived.
 SN0798
 SN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU174038(NAD 83)
 SN0798_MARKER: DZ = AZIMUTH MARK DISK
 SN0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0798_STAMPING: DOUGLAS 1962
 SN0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0798+STABILITY: SURFACE MOTION
 SN0798
 SN0798  HISTORY     - Date     Condition        Report By
 SN0798  HISTORY     - 1962     MONUMENTED       CGS
 SN0798  HISTORY     - 1963     GOOD             NGS
 SN0798
 SN0798                          STATION DESCRIPTION
 SN0798
 SN0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0798'3.1 MI E FROM DOUGLAS.
 SN0798'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0798'STATION AT DOUGLAS, THENCE 2.9 MILES EAST ALONG STATE HIGHWAY 53, S
 SN0798'33, R 84 W, T 151 N, 91 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9
 SN0798'FEET WEST OF A POWER POLE, 6 FEET SOUTHWEST OF A METAL WITNESS POST,
 SN0798'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1738 ***********************************************************************
 SN1738  DESIGNATION -  DOUGLAS TRINITY LUTH CH CROSS
 SN1738  PID         -  SN1738
 SN1738  STATE/COUNTY-  ND/WARD
 SN1738  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1738
 SN1738                         *CURRENT SURVEY CONTROL
 SN1738  ___________________________________________________________________
 SN1738* NAD 83(1996)-  47 51 22.79411(N)    101 30 04.46335(W)     ADJUSTED  
 SN1738* NAVD 88     -                                                        
 SN1738  ___________________________________________________________________
 SN1738  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 SN1738  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SN1738
 SN1738  HORZ ORDER  -  THIRD
 SN1738
 SN1738.The horizontal coordinates were established by classical geodetic methods
 SN1738.and adjusted by the National Geodetic Survey in January 1998..
 SN1738
 SN1738
 SN1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1738
 SN1738.The geoid height was determined by GEOID03.
 SN1738
 SN1738;                    North         East     Units Scale Factor Converg.
 SN1738;SPC ND N     -    95,694.348   525,081.236   MT  0.99994375   -0 44 42.2
 SN1738;SPC ND N     -   313,957.83  1,722,707.47   iFT  0.99994375   -0 44 42.2
 SN1738;UTM  14      - 5,303,361.170   312,907.164   MT  1.00003014   -1 51 18.4
 SN1738
 SN1738                          SUPERSEDED SURVEY CONTROL
 SN1738
 SN1738  NAD 83(1986)-  47 51 22.79337(N)    101 30 04.45790(W) AD(       ) 4
 SN1738  NAD 27      -  47 51 22.77300(N)    101 30 02.88000(W) AD(       ) 3
 SN1738
 SN1738.Superseded values are not recommended for survey control.
 SN1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1738.See file dsdata.txt to determine how the superseded data were derived.
 SN1738
 SN1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU1290703361(NAD 83)
 SN1738_MARKER: 91 = CHURCH CROSS
 SN1738
 SN1738  HISTORY     - Date     Condition        Report By
 SN1738  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1738
 SN1738                          STATION DESCRIPTION
 SN1738
 SN1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1738'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF DOUGLAS,
 SN1738'JUST SOUTH OF THE SCHOOL HOUSE.
 SN1738'
 SN1738'THE BUILDING IS OF WOOD CONSTRUCTION, 65 FEET HIGH, AND PAINTED
 SN1738'WHITE IN COLOR WITH GREEN SHINGLES ON THE BELL TOWER.  THE
 SN1738'SPIRE IS ON THE WEST END OF THE BUILDING AND HAS A CROSS ATOP.
 SN1738'
 SN1738'TO REACH FROM THE POST OFFICE IN DOUGLAS, GO SOUTH FOR 2 BLOCKS.
 SN1738'TURN LEFT AND GO EAST 1 BLOCK TO THE CHURCH IN THE NORTH EAST
 SN1738'ANGLE OF THE INTERSECTION.
 SN1738'
 SN1738'THE POINT INTERSECTED WAS THE CROSS ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1190 ***********************************************************************
 SM1190  DESIGNATION -  DOVER HANLON GRAIN CO ELEVATOR
 SM1190  PID         -  SM1190
 SM1190  STATE/COUNTY-  ND/WELLS
 SM1190  USGS QUAD   -  DOVER (1986)
 SM1190
 SM1190                         *CURRENT SURVEY CONTROL
 SM1190  ___________________________________________________________________
 SM1190* NAD 83(1996)-  47 27 36.48646(N)    099 16 28.17481(W)     ADJUSTED  
 SM1190* NAVD 88     -                                                        
 SM1190  ___________________________________________________________________
 SM1190  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 SM1190  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 SM1190
 SM1190  HORZ ORDER  -  THIRD
 SM1190
 SM1190.The horizontal coordinates were established by classical geodetic methods
 SM1190.and adjusted by the National Geodetic Survey in January 1998..
 SM1190
 SM1190
 SM1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1190
 SM1190.The geoid height was determined by GEOID03.
 SM1190
 SM1190;                    North         East     Units Scale Factor Converg.
 SM1190;SPC ND N     -    51,893.517   692,399.563   MT  0.99999484   +0 54 43.0
 SM1190;SPC ND N     -   170,254.32  2,271,652.11   iFT  0.99999484   +0 54 43.0
 SM1190;UTM  14      - 5,256,335.836   479,311.353   MT  0.99960526   -0 12 08.1
 SM1190
 SM1190                          SUPERSEDED SURVEY CONTROL
 SM1190
 SM1190  NAD 83(1986)-  47 27 36.48961(N)    099 16 28.17241(W) AD(       ) 4
 SM1190  NAD 27      -  47 27 36.49200(N)    099 16 26.75600(W) AD(       ) 3
 SM1190
 SM1190.Superseded values are not recommended for survey control.
 SM1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1190.See file dsdata.txt to determine how the superseded data were derived.
 SM1190
 SM1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT7931156336(NAD 83)
 SM1190_MARKER: 84 = LIGHTNING ROD
 SM1190
 SM1190  HISTORY     - Date     Condition        Report By
 SM1190  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1190
 SM1190                          STATION DESCRIPTION
 SM1190
 SM1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1190'THIS INTERSECTION STATION IS LOCATED IN THE VILLAGE OF DOVER,
 SM1190'ABOUT 1,000 FEET N OF STATE HIGHWAY 7.  IT IS OF WOOD
 SM1190'CONSTRUCTION, PAINTED RED AND IS ABOUT 70 FEET HIGH.  THE CENTER
 SM1190'ONE OF THREE LIGHTNING RODS IS THE POINT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0724 ***********************************************************************
 SO0724  DESIGNATION -  DOWN
 SO0724  PID         -  SO0724
 SO0724  STATE/COUNTY-  ND/MERCER
 SO0724  USGS QUAD   -  TWIN BUTTES (1967)
 SO0724
 SO0724                         *CURRENT SURVEY CONTROL
 SO0724  ___________________________________________________________________
 SO0724* NAD 83(1996)-  47 33 42.45886(N)    102 11 40.70207(W)     ADJUSTED  
 SO0724* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 SO0724  ___________________________________________________________________
 SO0724  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 SO0724  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SO0724
 SO0724  HORZ ORDER  -  SECOND
 SO0724
 SO0724.The horizontal coordinates were established by classical geodetic methods
 SO0724.and adjusted by the National Geodetic Survey in January 1998..
 SO0724
 SO0724.The orthometric height was scaled from a topographic map.
 SO0724
 SO0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0724
 SO0724.The geoid height was determined by GEOID03.
 SO0724
 SO0724;                    North         East     Units Scale Factor Converg.
 SO0724;SPC ND S     -   212,041.784   472,477.497   MT  1.00001650   -1 14 09.7
 SO0724;SPC ND S     -   695,675.14  1,550,123.02   iFT  1.00001650   -1 14 09.7
 SO0724;SPC ND N     -    63,863.873   472,482.910   MT  0.99997722   -1 15 39.7
 SO0724;SPC ND N     -   209,527.14  1,550,140.78   iFT  0.99997722   -1 15 39.7
 SO0724;UTM  13      - 5,271,411.481   711,025.843   MT  1.00014728   +2 04 16.1
 SO0724
 SO0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0724!SPC ND S     -   0.99990265  x   1.00001650  =   0.99991915
 SO0724!SPC ND N     -   0.99990265  x   0.99997722  =   0.99987987
 SO0724!UTM  13      -   0.99990265  x   1.00014728  =   1.00004992
 SO0724
 SO0724:                Primary Azimuth Mark                     Grid Az
 SO0724:SPC ND S     -  MISSION 2                                344 41 41.5
 SO0724:SPC ND N     -  MISSION 2                                344 43 11.5
 SO0724:UTM  13      -  MISSION 2                                341 23 15.7
 SO0724
 SO0724|---------------------------------------------------------------------|
 SO0724| PID    Reference Object                     Distance      Geod. Az  |
 SO0724|                                                           dddmmss.s |
 SO0724| SO0725 MISSION 2                           APPROX. 8.7 KM 3432731.8 |
 SO0724|---------------------------------------------------------------------|
 SO0724
 SO0724                          SUPERSEDED SURVEY CONTROL
 SO0724
 SO0724  NAD 83(1986)-  47 33 42.45550(N)    102 11 40.69685(W) AD(       ) 2
 SO0724  NAD 27      -  47 33 42.44000(N)    102 11 39.07100(W) AD(       ) 2
 SO0724
 SO0724.Superseded values are not recommended for survey control.
 SO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0724.See file dsdata.txt to determine how the superseded data were derived.
 SO0724
 SO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1102671411(NAD 83)
 SO0724_MARKER: Z = SEE DESCRIPTION
 SO0724_SETTING: 0 = UNSPECIFIED SETTING
 SO0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0724
 SO0724  HISTORY     - Date     Condition        Report By
 SO0724  HISTORY     - 1889     MONUMENTED       MORC
 SO0724
 SO0724                          STATION DESCRIPTION
 SO0724
 SO0724'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0724'IS ON RIGHT BANK, ON HIGHER OF TWO SMALL PLATEAUS, THREE-FOURTHS
 SO0724'OF A MILE FROM THE RIVER, AND ABOUT 2 MILES ABOVE WHERE RIVER
 SO0724'LEAVES THE BLUFFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0028 ***********************************************************************
 SN0028  DESIGNATION -  DRAKE
 SN0028  PID         -  SN0028
 SN0028  STATE/COUNTY-  ND/MCHENRY
 SN0028  USGS QUAD   -  DRAKE (1958)
 SN0028
 SN0028                         *CURRENT SURVEY CONTROL
 SN0028  ___________________________________________________________________
 SN0028* NAD 83(1996)-  47 55 36.84461(N)    100 22 20.93461(W)     ADJUSTED  
 SN0028* NAVD 88     -       513.089  (meters)    1683.36   (feet)  ADJUSTED  
 SN0028  ___________________________________________________________________
 SN0028  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 SN0028  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN0028  DYNAMIC HT  -         513.163 (meters)    1683.60  (feet)  COMP
 SN0028  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 SN0028
 SN0028  HORZ ORDER  -  SECOND
 SN0028  VERT ORDER  -  SECOND    CLASS 0
 SN0028
 SN0028.The horizontal coordinates were established by classical geodetic methods
 SN0028.and adjusted by the National Geodetic Survey in January 1998..
 SN0028
 SN0028.The orthometric height was determined by differential leveling
 SN0028.and adjusted by the National Geodetic Survey in June 1991..
 SN0028
 SN0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0028
 SN0028.The geoid height was determined by GEOID03.
 SN0028
 SN0028.The dynamic height is computed by dividing the NAVD 88
 SN0028.geopotential number by the normal gravity value computed on the
 SN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0028.degrees latitude (g = 980.6199 gals.).
 SN0028
 SN0028.The modeled gravity was interpolated from observed gravity values.
 SN0028
 SN0028;                    North         East     Units Scale Factor Converg.
 SN0028;SPC ND N     -   103,061.170   609,528.944   MT  0.99993962   +0 05 41.6
 SN0028;SPC ND N     -   338,127.20  1,999,766.88   iFT  0.99993962   +0 05 41.6
 SN0028;UTM  14      - 5,309,087.238   397,475.467   MT  0.99972916   -1 01 07.9
 SN0028
 SN0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0028!SPC ND N     -   0.99992299  x   0.99993962  =   0.99986262
 SN0028!UTM  14      -   0.99992299  x   0.99972916  =   0.99965218
 SN0028
 SN0028:                Primary Azimuth Mark                     Grid Az
 SN0028:SPC ND N     -  DRAKE AZ MK                              084 42 52.4
 SN0028:UTM  14      -  DRAKE AZ MK                              085 49 41.9
 SN0028
 SN0028|---------------------------------------------------------------------|
 SN0028| PID    Reference Object                     Distance      Geod. Az  |
 SN0028|                                                           dddmmss.s |
 SN0028| CO5592 DRAKE AZ MK                                        0844834.0 |
 SN0028| SN1555 DRAKE BELL TELEPHONE MICROWAVE      314.638 METERS 09633     |
 SN0028| SN1536 ANAMOOSE ST FRAN XAVIER CH          APPROX.10.7 KM 1140135.5 |
 SN0028| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX.10.7 KM 1162406.5 |
 SN0028| SN1534 ANAMOOSE                            APPROX.12.4 KM 1222808.5 |
 SN0028| SN1553 DRAKE AMERICAN LUTH CH STEEPLE       62.795 METERS 13256     |
 SN0028| SN1554 DRAKE MUNICIPAL TANK                287.200 METERS 13921     |
 SN0028| SN0027 DRAKE RM 1                           20.360 METERS 15830     |
 SN0028| CO5593 DRAKE AZ MK 2                                      1724929.2 |
 SN0028| SN1550 DRAKE EVAN JEHOVALAN LUTH CH        305.348 METERS 20013     |
 SN0028| SN1595 BALFOUR LUTHERAN CHURCH CROSS       APPROX.12.3 KM 2833956.3 |
 SN0028| SN1596 BALFOUR PUBLIC SCHOOL CHIMNEY       APPROX.12.2 KM 2834834.5 |
 SN0028| SN0029 DRAKE RM 2                           21.702 METERS 28934     |
 SN0028| SN1551 DRAKE ST MARGARETS CATH CHURCH       73.270 METERS 35828     |
 SN0028|---------------------------------------------------------------------|
 SN0028
 SN0028                          SUPERSEDED SURVEY CONTROL
 SN0028
 SN0028  NAD 83(1986)-  47 55 36.84786(N)    100 22 20.93366(W) AD(       ) 2
 SN0028  NAD 27      -  47 55 36.84120(N)    100 22 19.43710(W) AD(       ) 2
 SN0028  NGVD 29 (??/??/92)  512.699  (m)         1682.08   (f) ADJ UNCH    2 0
 SN0028
 SN0028.Superseded values are not recommended for survey control.
 SN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0028.See file dsdata.txt to determine how the superseded data were derived.
 SN0028
 SN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9747509087(NAD 83)
 SN0028_MARKER: DS = TRIANGULATION STATION DISK
 SN0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0028_STAMPING: DRAKE 1946
 SN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0028+STABILITY: SURFACE MOTION
 SN0028
 SN0028  HISTORY     - Date     Condition        Report By
 SN0028  HISTORY     - 1946     MONUMENTED       CGS
 SN0028  HISTORY     - 1962     GOOD             CGS
 SN0028  HISTORY     - 1962     GOOD             NGS
 SN0028  HISTORY     - 1969     GOOD             USAF
 SN0028
 SN0028                          STATION DESCRIPTION
 SN0028
 SN0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN0028'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE DRAKE
 SN0028'HIGH SCHOOL GROUND IN THE TOWN OF DRAKE.  IT IS 25 FEET WEST
 SN0028'OF THE HEDGE ON THE EAST SIDE OF THE SCHOOL YARD AND 25
 SN0028'FEET SOUTH OF THE WITNESS POST WHICH IS IN THE EDGE OF THE
 SN0028'HEDGE ON THE NORTH SIDE OF THE SCHOOL YARD.  THE MARK IS FLUSH
 SN0028'WITH THE GROUND AND THE DISK IS STAMPED DRAKE 1946.
 SN0028'
 SN0028'REFERENCE MARK NO. 1 IS 66.80 FEET SOUTH-SOUTHEAST OF THE
 SN0028'STATION IN THE EDGE OF THE HEDGE ON THE EAST SIDE OF THE
 SN0028'SCHOOL YARD.  THE MARK IS FLUSH WITH THE GROUND AND THE
 SN0028'DISK IS STAMPED DRAKE NO 1 1946.
 SN0028'
 SN0028'REFERENCE MARK NO. 2 IS 71.21 FEET WEST OF THE STATION, 66.5
 SN0028'FEET WEST OF THE WITNESS POST AND 6 FEET SOUTH OF THE HEDGE
 SN0028'ON THE NORTH SIDE OF THE SCHOOL YARD.  THE MARK IS FLUSH WITH
 SN0028'THE GROUND AND THE DISK IS STAMPED DRAKE NO 2 1946.
 SN0028'
 SN0028'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF THE STATION,
 SN0028'16 FEET NORTH OF THE APPROXIMATE CENTER LINE OF A TRACK ROAD,
 SN0028'3 FEET WEST OF A POWER POLE AND 1.5 FEET SOUTH-SOUTHWEST OF A
 SN0028'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 SN0028'IS STAMPED DRAKE 1946.
 SN0028'
 SN0028'TO REACH THE STATION FROM THE FIRST NATIONAL BANK BUILDING IN
 SN0028'DRAKE, GO NORTH 0.3 MILE TO THE EAST ENTRANCE OF THE SCHOOL.
 SN0028'HERE TURN LEFT INTO THE SCHOOL YARD THEN TURN RIGHT ALONG
 SN0028'THE WEST SIDE OF THE HEDGE ALONG THE EAST SIDE OF THE GROUNDS
 SN0028'TO THE NORTHEAST CORNER OF THE GROUNDS AND THE STATION AS
 SN0028'DESCRIBED.
 SN0028'
 SN0028'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FROM THE
 SN0028'STREET CORNER BY THE STATION FOR 0.25 MILE TO THE MARK ON THE
 SN0028'LEFT AS DESCRIBED.
 SN0028'
 SN0028'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 SN0028
 SN0028                          STATION RECOVERY (1962)
 SN0028
 SN0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0028'THE STATION IS LOCATED 1/4 MILE NORTH OF THE TOWN OF DRAKE,
 SN0028'IN THE NE 1/4 OF SEC. 3, T151N, R76W, ON SCHOOL GROUNDS.
 SN0028'
 SN0028'TO REACH FROM THE POST OFFICE IN DRAKE, GO NORTH ON THE MAIN
 SN0028'STREET FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 SN0028'NORTH FOR 0.2 MILE TO THE STATION AT THE NORTHEAST CORNER OF
 SN0028'THE DRAKE HIGH SCHOOL GROUNDS AND THE SOUTHWEST ANGLE OF THE
 SN0028'INTERSECTION.
 SN0028'
 SN0028'THE STATION MARK IS A STANDARD DISK, STAMPED DRAKE 1946 AND
 SN0028'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN0028'IS ONE INCH BELOW THE SURFACE.  IT IS 163.9 FEET NORTHEAST
 SN0028'OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, 82 FEET WEST
 SN0028'OF THE CENTER OF A GRAVELED ROAD, 73 FEET SOUTH OF THE CENTER
 SN0028'OF A GRAVELED ROAD AND 64 FEET SOUTHWEST OF A FIRE HYDRANT.
 SN0028'
 SN0028'REFERENCE MARK NO. 1, STAMPED DRAKE 1946 NO 1, IS A STANDARD
 SN0028'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN0028'THAT IS FLUSH WITH THE GROUND.  IT IS 135 FEET SOUTH OF THE
 SN0028'CENTER OF A GRAVELED ROAD, 59 FEET WEST OF THE CENTER OF A
 SN0028'GRAVELED ROAD, 21.7 FEET WEST OF THE WEST EDGE OF A SIDEWALK
 SN0028'AND 14.2 FEET NORTHEAST OF A POWER POLE.
 SN0028'
 SN0028'REFERENCE MARK NO. 2, STAMPED DRAKE 1946 NO 2, IS A STANDARD
 SN0028'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN0028'THAT IS FLUSH WITH THE GROUND.
 SN0028'
 SN0028'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRAKE 1946 1962
 SN0028'AND CEMENTED IN A DRILL HOLE IN THE SIDEWALK, IN THE NORTHEAST
 SN0028'ANGLE OF AN INTERSECTION.  IT IS 36 FEET EAST OF THE CENTER
 SN0028'OF A PAVED ROAD AND 28 FEET NORTH OF THE CENTER OF A GRAVELED
 SN0028'ROAD.
 SN0028'
 SN0028'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 125.65 FEET OR 38.298
 SN0028'METERS.
 SN0028
 SN0028                          STATION RECOVERY (1962)
 SN0028
 SN0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0028'IN DRAKE.
 SN0028'ABOUT 0.5 MILE NORTH ALONG THE MAIN STREET OF DRAKE FROM THE
 SN0028'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, 177.5
 SN0028'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE DRAKE HIGH SCHOOL
 SN0028'AUDITORIUM, 73.5 FEET SOUTH OF THE CENTERLINE OF A GRADED STREET
 SN0028'LEADING WEST, 46.1 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 64.4 FEET
 SN0028'SOUTHWEST OF A FIRE HYDRANT, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SN0028'STREET, AND SET IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL
 SN0028'OF THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0028'RAILROAD IS NOW THE SOO LINE RAILROAD.
 SN0028
 SN0028                          STATION RECOVERY (1969)
 SN0028
 SN0028'RECOVERY NOTE BY US AIR FORCE 1969
 SN0028'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 SN0028'THE AZIMUTH MARK APPARENTLY HAS BEEN DESTROYED.  A SEARCH
 SN0028'WAS MADE FOR REFERENCE MARK 1, BUT WAS NOT RECOVERED.
 SN0028'
 SN0028'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE DRAKE SCHOOL
 SN0028'GROUNDS.  IT IS APPROXIMATELY 150 FEET NORTHEAST OF THE NORTHEAST
 SN0028'CORNER OF THE SCHOOL BUILDING, 72 FEET SOUTH OF A GRAVEL ROAD,
 SN0028'60 FEET SSW OF A YIELD RIGHT-OF-WAY SIGN, 65 FEET SW OF A
 SN0028'FIREPLUG, 45 FEET WEST OF A NORTH-SOUTH SIDEWALK.
 SN0028'
 SN0028'REFERENCE MARK 2 IS ABOUT 50 FEET SE OF A POWER POLE AND 45
 SN0028'FEET S OF GRAVELED ROAD.
 SN0028'
 SN0028'TO REACH THE STATION FROM THE U.S. POST OFFICE IN DRAKE,
 SN0028'NORTH DAKOTA, GO NORTH ON MAIN STREET FOR 0.25 MILE TO THE SCHOOL
 SN0028'AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1553 ***********************************************************************
 SN1553  DESIGNATION -  DRAKE AMERICAN LUTH CH STEEPLE
 SN1553  PID         -  SN1553
 SN1553  STATE/COUNTY-  ND/MCHENRY
 SN1553  USGS QUAD   -  DRAKE (1958)
 SN1553
 SN1553                         *CURRENT SURVEY CONTROL
 SN1553  ___________________________________________________________________
 SN1553* NAD 83(1996)-  47 55 35.45974(N)    100 22 18.71988(W)     ADJUSTED  
 SN1553* NAVD 88     -                                                        
 SN1553  ___________________________________________________________________
 SN1553  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 SN1553  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN1553
 SN1553  HORZ ORDER  -  THIRD
 SN1553
 SN1553.The horizontal coordinates were established by classical geodetic methods
 SN1553.and adjusted by the National Geodetic Survey in January 1998..
 SN1553
 SN1553
 SN1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1553
 SN1553.The geoid height was determined by GEOID03.
 SN1553
 SN1553;                    North         East     Units Scale Factor Converg.
 SN1553;SPC ND N     -   103,018.476   609,574.986   MT  0.99993964   +0 05 43.3
 SN1553;SPC ND N     -   337,987.13  1,999,917.93   iFT  0.99993964   +0 05 43.3
 SN1553;UTM  14      - 5,309,043.667   397,520.662   MT  0.99972905   -1 01 06.3
 SN1553
 SN1553                          SUPERSEDED SURVEY CONTROL
 SN1553
 SN1553  NAD 83(1986)-  47 55 35.46308(N)    100 22 18.71863(W) AD(       ) 4
 SN1553  NAD 27      -  47 55 35.44600(N)    100 22 17.20500(W) AD(       ) 3
 SN1553
 SN1553.Superseded values are not recommended for survey control.
 SN1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1553.See file dsdata.txt to determine how the superseded data were derived.
 SN1553
 SN1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9752109044(NAD 83)
 SN1553_MARKER: 91 = CHURCH CROSS
 SN1553
 SN1553  HISTORY     - Date     Condition        Report By
 SN1553  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1553
 SN1553                          STATION DESCRIPTION
 SN1553
 SN1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1553'THE CHURCH IS LOCATED IN THE TOWN OF DRAKE.  IT IS ABOUT 60
 SN1553'FEET EAST OF THE CENTER LINE OF THE STREET.
 SN1553'
 SN1553'THE BUILDING IS OF WOOD CONSTRUCTION PAINTED WHITE WITH A
 SN1553'GREEN SHINGLE ROOF.  IT IS ABOUT 68 FEET LONG AND 30 FEET WIDE.
 SN1553'THE STEEPLE IS ON THE WEST END OF THE CHURCH AND HAS A GREEN
 SN1553'SHINGLE ROOF WITH A WHITE CROSS ON TOP.
 SN1553'
 SN1553'TO REACH THE CHURCH FROM THE POST OFFICE IN DRAKE, GO NORTH 0.3
 SN1553'MILE TO THE CHURCH ON THE RIGHT AS DESCRIBED.
 SN1553'
 SN1553'THE POINT INTERSECTED WAS THE TOPMOST POINT OF THE CROSS ON
 SN1553'TOP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1555 ***********************************************************************
 SN1555  DESIGNATION -  DRAKE BELL TELEPHONE MICROWAVE
 SN1555  PID         -  SN1555
 SN1555  STATE/COUNTY-  ND/MCHENRY
 SN1555  USGS QUAD   -  DRAKE (1958)
 SN1555
 SN1555                         *CURRENT SURVEY CONTROL
 SN1555  ___________________________________________________________________
 SN1555* NAD 83(1996)-  47 55 35.68364(N)    100 22 05.87637(W)     ADJUSTED  
 SN1555* NAVD 88     -                                                        
 SN1555  ___________________________________________________________________
 SN1555  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 SN1555  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SN1555
 SN1555  HORZ ORDER  -  THIRD
 SN1555
 SN1555.The horizontal coordinates were established by classical geodetic methods
 SN1555.and adjusted by the National Geodetic Survey in January 1998..
 SN1555
 SN1555
 SN1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1555
 SN1555.The geoid height was determined by GEOID03.
 SN1555
 SN1555;                    North         East     Units Scale Factor Converg.
 SN1555;SPC ND N     -   103,025.841   609,841.573   MT  0.99993964   +0 05 52.8
 SN1555;SPC ND N     -   338,011.29  2,000,792.56   iFT  0.99993964   +0 05 52.8
 SN1555;UTM  14      - 5,309,045.848   397,787.285   MT  0.99972838   -1 00 56.7
 SN1555
 SN1555                          SUPERSEDED SURVEY CONTROL
 SN1555
 SN1555  NAD 83(1986)-  47 55 35.68699(N)    100 22 05.87543(W) AD(       ) 4
 SN1555  NAD 27      -  47 55 35.69000(N)    100 22 04.38400(W) AD(       ) 3
 SN1555
 SN1555.Superseded values are not recommended for survey control.
 SN1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1555.See file dsdata.txt to determine how the superseded data were derived.
 SN1555
 SN1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9778709046(NAD 83)
 SN1555_MARKER: 44 = MICROWAVE MAST
 SN1555
 SN1555  HISTORY     - Date     Condition        Report By
 SN1555  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1555
 SN1555                          STATION DESCRIPTION
 SN1555
 SN1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1555'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE TOWN OF
 SN1555'DRAKE.
 SN1555'
 SN1555'THE STATION IS A STEEL MAST PAINTED ALTERNATELY RED AND WHITE
 SN1555'IN COLOR WITH AN OVERALL HEIGHT OF 60 FEET.
 SN1555'
 SN1555'TO REACH THE STATION FROM THE POST OFFICE IN DRAKE, GO NORTH
 SN1555'ON THE MAIN STREET FOR 2-1/2 BLOCKS, TURN RIGHT AND GO EAST
 SN1555'FOR 2 BLOCKS, TURN LEFT AND GO NORTH AND EAST FOR 2 BLOCKS
 SN1555'TO THE STATION.
 SN1555'
 SN1555'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1550 ***********************************************************************
 SN1550  DESIGNATION -  DRAKE EVAN JEHOVALAN LUTH CH
 SN1550  PID         -  SN1550
 SN1550  STATE/COUNTY-  ND/MCHENRY
 SN1550  USGS QUAD   -  DRAKE (1958)
 SN1550
 SN1550                         *CURRENT SURVEY CONTROL
 SN1550  ___________________________________________________________________
 SN1550* NAD 83(1996)-  47 55 27.56696(N)    100 22 26.01620(W)     ADJUSTED  
 SN1550* NAVD 88     -                                                        
 SN1550  ___________________________________________________________________
 SN1550  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 SN1550  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN1550
 SN1550  HORZ ORDER  -  THIRD
 SN1550
 SN1550.The horizontal coordinates were established by classical geodetic methods
 SN1550.and adjusted by the National Geodetic Survey in January 1998..
 SN1550
 SN1550
 SN1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1550
 SN1550.The geoid height was determined by GEOID03.
 SN1550
 SN1550;                    North         East     Units Scale Factor Converg.
 SN1550;SPC ND N     -   102,774.466   609,423.933   MT  0.99993974   +0 05 37.8
 SN1550;SPC ND N     -   337,186.57  1,999,422.35   iFT  0.99993974   +0 05 37.8
 SN1550;UTM  14      - 5,308,802.690   397,364.927   MT  0.99972944   -1 01 11.6
 SN1550
 SN1550                          SUPERSEDED SURVEY CONTROL
 SN1550
 SN1550  NAD 83(1986)-  47 55 27.57021(N)    100 22 26.01499(W) AD(       ) 4
 SN1550  NAD 27      -  47 55 27.57300(N)    100 22 24.51300(W) AD(       ) 3
 SN1550
 SN1550.Superseded values are not recommended for survey control.
 SN1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1550.See file dsdata.txt to determine how the superseded data were derived.
 SN1550
 SN1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9736508803(NAD 83)
 SN1550_MARKER: 91 = CHURCH CROSS
 SN1550
 SN1550  HISTORY     - Date     Condition        Report By
 SN1550  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1550
 SN1550                          STATION DESCRIPTION
 SN1550
 SN1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1550'THE CHURCH IS LOCATED IN THE TOWN OF DRAKE.  IT IS ABOUT 60
 SN1550'FEET SOUTHWEST OF A CROSS STREETS.
 SN1550'
 SN1550'THE BUILDING IS OF CEMENT BLOCK CONSTRUCTION ABOUT 42 FEET
 SN1550'LONG AND 27 FEET WIDE.  THE STEEPLE IS ON THE EAST END OF THE
 SN1550'BUILDING AND HAS A GRAY SHINGLE ROOF.
 SN1550'
 SN1550'TO REACH THE CHURCH FROM THE POST OFFICE IN DRAKE, GO NORTH 0.2
 SN1550'MILE.  THERE TURN LEFT AND GO WEST 0.1 MILE TO THE CROSS STREETS
 SN1550'AND THE CHURCH AS DESCRIBED.
 SN1550'
 SN1550'THE POINT INTERSECTED WAS THE TOPMOST POINT OF THE CROSS AT
 SN1550'THE TOP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1554 ***********************************************************************
 SN1554  DESIGNATION -  DRAKE MUNICIPAL TANK
 SN1554  PID         -  SN1554
 SN1554  STATE/COUNTY-  ND/MCHENRY
 SN1554  USGS QUAD   -  DRAKE (1958)
 SN1554
 SN1554                         *CURRENT SURVEY CONTROL
 SN1554  ___________________________________________________________________
 SN1554* NAD 83(1996)-  47 55 29.78968(N)    100 22 11.92184(W)     ADJUSTED  
 SN1554* NAVD 88     -                                                        
 SN1554  ___________________________________________________________________
 SN1554  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 SN1554  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 SN1554
 SN1554  HORZ ORDER  -  THIRD
 SN1554
 SN1554.The horizontal coordinates were established by classical geodetic methods
 SN1554.and adjusted by the National Geodetic Survey in January 1998..
 SN1554
 SN1554
 SN1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1554
 SN1554.The geoid height was determined by GEOID03.
 SN1554
 SN1554;                    North         East     Units Scale Factor Converg.
 SN1554;SPC ND N     -   102,843.599   609,716.392   MT  0.99993971   +0 05 48.3
 SN1554;SPC ND N     -   337,413.38  2,000,381.86   iFT  0.99993971   +0 05 48.3
 SN1554;UTM  14      - 5,308,866.112   397,658.613   MT  0.99972870   -1 01 01.1
 SN1554
 SN1554                          SUPERSEDED SURVEY CONTROL
 SN1554
 SN1554  NAD 83(1986)-  47 55 29.79300(N)    100 22 11.92070(W) AD(       ) 4
 SN1554  NAD 27      -  47 55 29.78600(N)    100 22 10.42400(W) AD(       ) 3
 SN1554
 SN1554.Superseded values are not recommended for survey control.
 SN1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1554.See file dsdata.txt to determine how the superseded data were derived.
 SN1554
 SN1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9765908866(NAD 83)
 SN1554_MARKER: 53 = ELEVATED TANK
 SN1554
 SN1554  HISTORY     - Date     Condition        Report By
 SN1554  HISTORY     - 1946     FIRST OBSERVED   CGS
 SN1554  HISTORY     - 1962     GOOD             CGS
 SN1554
 SN1554                          STATION DESCRIPTION
 SN1554
 SN1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1554'THE TANK IS LOCATED IN THE NORTH EAST SECTION OF THE TOWN OF
 SN1554'DRAKE.  IT IS 100 FEET FROM THE CENTER LINE OF THE EASTWEST
 SN1554'STREET.
 SN1554'
 SN1554'THE TANK IS ABOUT 130 FEET HIGH OF STEEL CONSTRUCTION, IT IS
 SN1554'PAINTED BLACK WITH A TOP OF SILVER AND A WHITE HANDRAIL.
 SN1554'
 SN1554'TO REACH THE TANK FROM THE POST OFFICE IN DRAKE GO NORTH 2
 SN1554'BLOCKS.  THERE TURN LEFT AND GO WEST 1 BLOCK TO THE TANK AS
 SN1554'DESCRIBED.
 SN1554'
 SN1554'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 SN1554
 SN1554                          STATION RECOVERY (1962)
 SN1554
 SN1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1554'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF DRAKE ABOUT
 SN1554'100 FEET SOUTH OF THE CENTER OF AN EAST-WEST STREET.
 SN1554'
 SN1554'THE TANK IS OF STEEL CONSTRUCTION WITH AN OVERALL HEIGHT OF
 SN1554'130 FEET AND PAINTED SILVER WITH AN ORANGE TOP.
 SN1554'
 SN1554'TO REACH THE STATION FROM THE POST OFFICE IN DRAKE, GO NORTH ON
 SN1554'THE MAIN STREET FOR 1-1/2 BLOCKS, TURN RIGHT AND GO EAST FOR
 SN1554'1 BLOCK TO THE STATION ON THE RIGHT.
 SN1554'
 SN1554'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0027 ***********************************************************************
 SN0027  DESIGNATION -  DRAKE RM 1
 SN0027  PID         -  SN0027
 SN0027  STATE/COUNTY-  ND/MCHENRY
 SN0027  USGS QUAD   -  DRAKE (1958)
 SN0027
 SN0027                         *CURRENT SURVEY CONTROL
 SN0027  ___________________________________________________________________
 SN0027* NAD 83(1986)-  47 55 36.     (N)    100 22 20.     (W)     SCALED    
 SN0027* NAVD 88     -       513.338  (meters)    1684.18   (feet)  ADJUSTED  
 SN0027  ___________________________________________________________________
 SN0027  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN0027  DYNAMIC HT  -         513.412 (meters)    1684.42  (feet)  COMP
 SN0027  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 SN0027
 SN0027  VERT ORDER  -  SECOND    CLASS 0
 SN0027
 SN0027.The horizontal coordinates were scaled from a topographic map and have
 SN0027.an estimated accuracy of +/- 6 seconds.
 SN0027
 SN0027.The orthometric height was determined by differential leveling
 SN0027.and adjusted by the National Geodetic Survey in June 1991..
 SN0027
 SN0027.The geoid height was determined by GEOID03.
 SN0027
 SN0027.The dynamic height is computed by dividing the NAVD 88
 SN0027.geopotential number by the normal gravity value computed on the
 SN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0027.degrees latitude (g = 980.6199 gals.).
 SN0027
 SN0027.The modeled gravity was interpolated from observed gravity values.
 SN0027
 SN0027;                    North         East    Units  Estimated Accuracy
 SN0027;SPC ND N     -   103,040.      609,550.      MT  (+/- 180 meters Scaled)
 SN0027
 SN0027                          SUPERSEDED SURVEY CONTROL
 SN0027
 SN0027  NGVD 29 (??/??/92)  512.948  (m)         1682.90   (f) ADJ UNCH    2 0
 SN0027
 SN0027.Superseded values are not recommended for survey control.
 SN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0027.See file dsdata.txt to determine how the superseded data were derived.
 SN0027
 SN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU974090(NAD 83)
 SN0027_MARKER: DR = REFERENCE MARK DISK
 SN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0027_STAMPING: DRAKE NO. 1 1946
 SN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0027+STABILITY: SURFACE MOTION
 SN0027
 SN0027  HISTORY     - Date     Condition        Report By
 SN0027  HISTORY     - 1946     MONUMENTED       CGS
 SN0027  HISTORY     - 1962     GOOD             NGS
 SN0027
 SN0027                          STATION DESCRIPTION
 SN0027
 SN0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0027'IN DRAKE.
 SN0027'ABOUT 0.5 MILE NORTH ALONG THE MAIN STREET OF DRAKE FROM THE
 SN0027'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, 135 FEET
 SN0027'NORTHEAST OF THE NORTHEAST CORNER OF THE DRAKE HIGH SCHOOL AUDITORIUM,
 SN0027'66.8 FEET SOUTH OF THE STATION MARK, 21.8 FEET WEST OF THE WEST EDGE
 SN0027'OF A SIDEWALK, 14.5 FEET NORTHEAST OF A POWER POLE, ABOUT 1.5 FEET
 SN0027'BELOW THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 SN0027'FLUSH WITH THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0027'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0029 ***********************************************************************
 SN0029  DESIGNATION -  DRAKE RM 2
 SN0029  PID         -  SN0029
 SN0029  STATE/COUNTY-  ND/MCHENRY
 SN0029  USGS QUAD   -  DRAKE (1958)
 SN0029
 SN0029                         *CURRENT SURVEY CONTROL
 SN0029  ___________________________________________________________________
 SN0029* NAD 83(1986)-  47 55 36.     (N)    100 22 20.     (W)     SCALED    
 SN0029* NAVD 88     -       512.624  (meters)    1681.83   (feet)  ADJUSTED  
 SN0029  ___________________________________________________________________
 SN0029  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN0029  DYNAMIC HT  -         512.698 (meters)    1682.08  (feet)  COMP
 SN0029  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 SN0029
 SN0029  VERT ORDER  -  SECOND    CLASS 0
 SN0029
 SN0029.The horizontal coordinates were scaled from a topographic map and have
 SN0029.an estimated accuracy of +/- 6 seconds.
 SN0029
 SN0029.The orthometric height was determined by differential leveling
 SN0029.and adjusted by the National Geodetic Survey in June 1991..
 SN0029
 SN0029.The geoid height was determined by GEOID03.
 SN0029
 SN0029.The dynamic height is computed by dividing the NAVD 88
 SN0029.geopotential number by the normal gravity value computed on the
 SN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0029.degrees latitude (g = 980.6199 gals.).
 SN0029
 SN0029.The modeled gravity was interpolated from observed gravity values.
 SN0029
 SN0029;                    North         East    Units  Estimated Accuracy
 SN0029;SPC ND N     -   103,040.      609,550.      MT  (+/- 180 meters Scaled)
 SN0029
 SN0029                          SUPERSEDED SURVEY CONTROL
 SN0029
 SN0029  NGVD 29 (??/??/92)  512.234  (m)         1680.55   (f) ADJ UNCH    2 0
 SN0029
 SN0029.Superseded values are not recommended for survey control.
 SN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0029.See file dsdata.txt to determine how the superseded data were derived.
 SN0029
 SN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU974090(NAD 83)
 SN0029_MARKER: DR = REFERENCE MARK DISK
 SN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0029_STAMPING: DRAKE NO. 2 1946
 SN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0029+STABILITY: SURFACE MOTION
 SN0029
 SN0029  HISTORY     - Date     Condition        Report By
 SN0029  HISTORY     - 1946     MONUMENTED       CGS
 SN0029  HISTORY     - 1962     GOOD             NGS
 SN0029
 SN0029                          STATION DESCRIPTION
 SN0029
 SN0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0029'IN DRAKE.
 SN0029'ABOUT 0.5 MILE NORTH ALONG THE MAIN STREET OF DRAKE FROM THE
 SN0029'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, 191.5
 SN0029'FEET NORTH OF THE NORTHEAST CORNER OF THE DRAKE HIGH SCHOOL
 SN0029'AUDITORIUM, 71.2 FEET NORTHWEST OF THE STATION MARK, 48 FEET SOUTH OF
 SN0029'THE CENTERLINE OF A GRADED STREET LEADING WEST, 52 FEET SOUTHEAST OF A
 SN0029'POWER POLE WITH A TRANSFORMER, ABOUT LEVEL WITH THE STREET LEADING
 SN0029'WEST, AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW THE LEVEL
 SN0029'OF THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0029'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1551 ***********************************************************************
 SN1551  DESIGNATION -  DRAKE ST MARGARETS CATH CHURCH
 SN1551  PID         -  SN1551
 SN1551  STATE/COUNTY-  ND/MCHENRY
 SN1551  USGS QUAD   -  DRAKE (1958)
 SN1551
 SN1551                         *CURRENT SURVEY CONTROL
 SN1551  ___________________________________________________________________
 SN1551* NAD 83(1996)-  47 55 39.21604(N)    100 22 21.02929(W)     ADJUSTED  
 SN1551* NAVD 88     -                                                        
 SN1551  ___________________________________________________________________
 SN1551  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 SN1551  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN1551
 SN1551  HORZ ORDER  -  THIRD
 SN1551
 SN1551.The horizontal coordinates were established by classical geodetic methods
 SN1551.and adjusted by the National Geodetic Survey in January 1998..
 SN1551
 SN1551
 SN1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1551
 SN1551.The geoid height was determined by GEOID03.
 SN1551
 SN1551;                    North         East     Units Scale Factor Converg.
 SN1551;SPC ND N     -   103,134.406   609,526.857   MT  0.99993959   +0 05 41.5
 SN1551;SPC ND N     -   338,367.47  1,999,760.03   iFT  0.99993959   +0 05 41.5
 SN1551;UTM  14      - 5,309,160.485   397,474.805   MT  0.99972916   -1 01 08.0
 SN1551
 SN1551                          SUPERSEDED SURVEY CONTROL
 SN1551
 SN1551  NAD 83(1986)-  47 55 39.21901(N)    100 22 21.02809(W) AD(       ) 4
 SN1551  NAD 27      -  47 55 39.21100(N)    100 22 19.53100(W) AD(       ) 3
 SN1551
 SN1551.Superseded values are not recommended for survey control.
 SN1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1551.See file dsdata.txt to determine how the superseded data were derived.
 SN1551
 SN1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9747509160(NAD 83)
 SN1551_MARKER: 91 = CHURCH CROSS
 SN1551
 SN1551  HISTORY     - Date     Condition        Report By
 SN1551  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1551
 SN1551                          STATION DESCRIPTION
 SN1551
 SN1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1551'THE STATION IS LOCATED IN THE NORTH PART OF DRAKE, JUST NORTH
 SN1551'OF THE SCHOOL HOUSE AND 60 FEET WEST OF THE CENTERLINE OF THE
 SN1551'MAIN STREET.
 SN1551'
 SN1551'THE BUILDING IS OF WOOD CONSTRUCTION, 68 FEET LONG, 30 FEET
 SN1551'WIDE AND PAINTED WHITE IN COLOR.  THE SPIRE IS ON THE EAST
 SN1551'END OF THE BUILDING AND HAS A GREEN SHINGLED ROOF WITH A
 SN1551'WHITE CROSS ON TOP.
 SN1551'
 SN1551'TO REACH THE STATION FROM THE POST OFFICE IN DRAKE, GO NORTH
 SN1551'ON THE MAIN STREET FOR 0.3 MILE TO THE CHURCH ON THE LEFT.
 SN1551'
 SN1551'THE POINT INTERSECTED WAS THE TOPMOST POINT OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF9070 ***********************************************************************
 DF9070  DESIGNATION -  DRAY
 DF9070  PID         -  DF9070
 DF9070  STATE/COUNTY-  ND/PEMBINA
 DF9070  USGS QUAD   -  DRAYTON (1979)
 DF9070
 DF9070                         *CURRENT SURVEY CONTROL
 DF9070  ___________________________________________________________________
 DF9070* NAD 83(1996)-  48 34 22.06004(N)    097 09 10.83082(W)     ADJUSTED  
 DF9070* NAVD 88     -       241.46   (meters)     792.2    (feet)  LEVELING  
 DF9070  ___________________________________________________________________
 DF9070  X           -    -526,507.666 (meters)                     COMP
 DF9070  Y           -  -4,195,406.560 (meters)                     COMP
 DF9070  Z           -   4,759,418.426 (meters)                     COMP
 DF9070  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 DF9070  ELLIP HEIGHT-         214.56  (meters)          (11/17/03) GPS OBS
 DF9070  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DF9070
 DF9070  HORZ ORDER  -  FIRST
 DF9070  VERT ORDER  -  THIRD ?
 DF9070  ELLP ORDER  -  THIRD     CLASS II
 DF9070
 DF9070.The horizontal coordinates were established by GPS observations
 DF9070.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9070
 DF9070.The orthometric height was determined by differential leveling.
 DF9070.The vertical network tie was performed by a horz. field party for horz.
 DF9070.obs reductions. Reset procedures were used to establish the elevation.
 DF9070
 DF9070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9070
 DF9070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9070
 DF9070.The ellipsoidal height was determined by GPS observations
 DF9070.and is referenced to NAD 83.
 DF9070
 DF9070.The geoid height was determined by GEOID03.
 DF9070
 DF9070;                    North         East     Units Scale Factor Converg.
 DF9070;SPC ND N     -   180,236.871   846,908.375   MT  0.99997213   +2 29 26.2
 DF9070;SPC ND N     -   591,328.32  2,778,570.78   iFT  0.99997213   +2 29 26.2
 DF9070;UTM  14      - 5,381,613.929   636,242.299   MT  0.99982805   +1 23 06.3
 DF9070
 DF9070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9070!SPC ND N     -   0.99996638  x   0.99997213  =   0.99993851
 DF9070!UTM  14      -   0.99996638  x   0.99982805  =   0.99979443
 DF9070
 DF9070|---------------------------------------------------------------------|
 DF9070| PID    Reference Object                     Distance      Geod. Az  |
 DF9070|                                                           dddmmss.s |
 DF9070| DF9069 SCHU                                331.944 METERS 26727     |
 DF9070|---------------------------------------------------------------------|
 DF9070
 DF9070                          SUPERSEDED SURVEY CONTROL
 DF9070
 DF9070.No superseded survey control is available for this station.
 DF9070
 DF9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3624281614(NAD 83)
 DF9070_MARKER: DD = SURVEY DISK
 DF9070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9070_STAMPING: DRAY 2002
 DF9070_MARK LOGO: MNDT  
 DF9070_PROJECTION: FLUSH
 DF9070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9070+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF9070_ROD/PIPE-DEPTH:  4.6 meters
 DF9070
 DF9070  HISTORY     - Date     Condition        Report By
 DF9070  HISTORY     - 2002     MONUMENTED       MNDT
 DF9070
 DF9070                          STATION DESCRIPTION
 DF9070
 DF9070'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF9070'1.5 MI (2.4 KM) NE OF DRAYTON, 1.6 MILES (2.6 KM) EAST OF FAI 29 ON
 DF9070'HWY 66, AT MILEPOST 138.50, 28.6 FT (8.7 M) NORTH OF CENTERLINE, 125
 DF9070'FT (38.1 M) SOUTH OF SOUTH POLE OF TWO, 0.3 MILE (0.5 KM) WEST OF RED
 DF9070'RIVER, 2.3 FT (0.7 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1813 ***********************************************************************
 TE1813  DESIGNATION -  DRESDEN
 TE1813  PID         -  TE1813
 TE1813  STATE/COUNTY-  ND/CAVALIER
 TE1813  USGS QUAD   -  WALES (1970)
 TE1813
 TE1813                         *CURRENT SURVEY CONTROL
 TE1813  ___________________________________________________________________
 TE1813* NAD 83(1996)-  48 52 37.73330(N)    098 30 34.74460(W)     ADJUSTED  
 TE1813* NAVD 88     -       485.5    (meters)    1593.     (feet)  VERTCON   
 TE1813  ___________________________________________________________________
 TE1813  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 TE1813  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE1813
 TE1813  HORZ ORDER  -  SECOND
 TE1813
 TE1813.The horizontal coordinates were established by classical geodetic methods
 TE1813.and adjusted by the National Geodetic Survey in January 1998..
 TE1813
 TE1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1813
 TE1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1813
 TE1813.The geoid height was determined by GEOID03.
 TE1813
 TE1813;                    North         East     Units Scale Factor Converg.
 TE1813;SPC ND N     -   210,601.941   745,983.604   MT  1.00003170   +1 28 51.9
 TE1813;SPC ND N     -   690,951.25  2,447,452.77   iFT  1.00003170   +1 28 51.9
 TE1813;UTM  14      - 5,413,914.964   535,953.411   MT  0.99961588   +0 22 09.8
 TE1813
 TE1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1813!SPC ND N     -   0.99992772  x   1.00003170  =   0.99995942
 TE1813!UTM  14      -   0.99992772  x   0.99961588  =   0.99954363
 TE1813
 TE1813:                Primary Azimuth Mark                     Grid Az
 TE1813:SPC ND N     -  CROCKETT                                 106 03 28.1
 TE1813:UTM  14      -  CROCKETT                                 107 10 10.2
 TE1813
 TE1813|---------------------------------------------------------------------|
 TE1813| PID    Reference Object                     Distance      Geod. Az  |
 TE1813|                                                           dddmmss.s |
 TE1813| TE1735 CROCKETT                            APPROX.10.5 KM 1073220.0 |
 TE1813| CO6771 DRESDEN RM 1                         14.728 METERS 13416     |
 TE1813| CO6772 DRESDEN RM 2                         12.920 METERS 26930     |
 TE1813|---------------------------------------------------------------------|
 TE1813
 TE1813                          SUPERSEDED SURVEY CONTROL
 TE1813
 TE1813  NAD 83(1986)-  48 52 37.72810(N)    098 30 34.73250(W) AD(       ) 2
 TE1813  NAD 27      -  48 52 37.71790(N)    098 30 33.30172(W) AD(       ) 2
 TE1813  NGVD 29 (07/19/86)  485.1    (m)         1592.     (f) VERT ANG       
 TE1813
 TE1813.Superseded values are not recommended for survey control.
 TE1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1813.See file dsdata.txt to determine how the superseded data were derived.
 TE1813
 TE1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV3595313915(NAD 83)
 TE1813_MARKER: DD = SURVEY DISK
 TE1813_SETTING: 0 = UNSPECIFIED SETTING
 TE1813
 TE1813  HISTORY     - Date     Condition        Report By
 TE1813  HISTORY     - 1969     MONUMENTED       USGS
 TE1813
 TE1813                          STATION DESCRIPTION
 TE1813
 TE1813'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1813'STATION IS ABOUT 3.6 MI NNW. OF DRESDEN, ABOUT 425 FT W. OF QUARTER
 TE1813'COR. BETWEEN SECS. 2 AND 11, T. 162 N., R. 61 W., ABOUT 0.4 MI E. OF
 TE1813'A T-RD. S. (TRAIL N.), NEAR AN ABANDONED HOUSE, ON TOP OF A PROMINENT
 TE1813'RIDGE.
 TE1813'
 TE1813'TO REACH FROM THE CENTER OF DRESDEN, GO N. ON GRAVEL RD. FOR 0.4 MI
 TE1813'TO A T-RD. S., TURN RIGHT AND GO E. FOR ABOUT 0.25 MI TO A
 TE1813'CROSSROADS, TURN LEFT AND GO N. FOR 3.0 MI TO A CROSSROADS, TURN LEFT
 TE1813'AND GO W.  FOR 1.6 MI TO AN ABANDONED HOUSE ON THE N. AND THE
 TE1813'STATION ON THE RIGHT.
 TE1813'
 TE1813'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1813'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1813'TO WITHIN 1 IN. OF CAP, STAMPED ET DRESDEN 1969 IS 30 FT. S. AND 60
 TE1813'FT E. OF SW. COR. OF AN ABANDONED HOUSE.  17 FT N. AND 22 FT W. OF
 TE1813'CENTER RD. AT FIELD ENTRANCE N.  4 FT S. OF USGS WITNESS POST.  THE
 TE1813'MARK IS BURIED 20 IN. BELOW SURFACE.
 TE1813'
 TE1813'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1813'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1813'TO WITHIN 1 IN. OF CAP, STAMPED DRESDEN NO 1 1969 IS SE. OF THE
 TE1813'STATION.  18 FT S. AND 13 FT E. OF CENTER RD. AT FIELD ENTRANCE
 TE1813'N.  THE MARK FLUSH WITH THE GROUND.
 TE1813'
 TE1813'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1813'RODS, SET IN 6 IN. DIAMTER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1813'TO WITHIN 1 IN. OF CAP, STAMPED DRESDEN NO 2 1969 IS W. OF THE
 TE1813'STATION, 32 FT S. AND 17 FT E. OF SW. COR. OF AN ABANDONED HOUSE.
 TE1813'16 FT N. AND 64 FT W. OF CENTER RD. AT FIELD ENTRANCE N.  THE
 TE1813'MARK IS FLUSH WITH THE GROUND.
 TE1813'
 TE1813'NO AZIMUTH MARK WAS SET.
 TE1813'
 TE1813'REFERENCE AZIMUTH USED - ST. JOHN LUTHERAN CHURCH SPIRE.  CENTER
 TE1813'SPIRE LOCATED ON THE N. END OF THE WHITE WOODEN CHURCH.  ABOUT
 TE1813'156 FT S. CENTER RD., ABOUT 0.2 MI W. OF E.-W. RD. AT TRAILS N.-S.,
 TE1813'T. 162 N., R. 61 W., ABOUT 275 FT E. OF E. SIXTEENTH COR. BETWEEN
 TE1813'SECS. 16 AND 21.
 TE1813'
 TE1813'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0767 ***********************************************************************
 RR0767  DESIGNATION -  DRISCOLL
 RR0767  PID         -  RR0767
 RR0767  STATE/COUNTY-  ND/KIDDER
 RR0767  USGS QUAD   -  LAKE GENEVA (1975)
 RR0767
 RR0767                         *CURRENT SURVEY CONTROL
 RR0767  ___________________________________________________________________
 RR0767* NAD 83(1996)-  46 51 03.34534(N)    100 04 37.47328(W)     ADJUSTED  
 RR0767* NAVD 88     -       566.     (meters)    1857.     (feet)  SCALED    
 RR0767  ___________________________________________________________________
 RR0767  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 RR0767  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RR0767
 RR0767  HORZ ORDER  -  SECOND
 RR0767
 RR0767.The horizontal coordinates were established by classical geodetic methods
 RR0767.and adjusted by the National Geodetic Survey in January 1998..
 RR0767
 RR0767.The orthometric height was scaled from a topographic map.
 RR0767
 RR0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0767
 RR0767.The geoid height was determined by GEOID03.
 RR0767
 RR0767;                    North         East     Units Scale Factor Converg.
 RR0767;SPC ND S     -   131,725.628   632,253.045   MT  0.99993589   +0 18 30.5
 RR0767;SPC ND S     -   432,170.70  2,074,321.01   iFT  0.99993589   +0 18 30.5
 RR0767;UTM  14      - 5,189,161.753   417,887.517   MT  0.99968287   -0 47 09.1
 RR0767
 RR0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0767!SPC ND S     -   0.99991469  x   0.99993589  =   0.99985059
 RR0767!UTM  14      -   0.99991469  x   0.99968287  =   0.99959759
 RR0767
 RR0767|---------------------------------------------------------------------|
 RR0767| PID    Reference Object                     Distance      Geod. Az  |
 RR0767|                                                           dddmmss.s |
 RR0767| CO5597 DRISCOLL RM 2                        10.070 METERS 00035     |
 RR0767| CO5596 DRISCOLL RM 1                        10.117 METERS 09341     |
 RR0767| RR0768 BISMARCK FARGO AWY BN 62            APPROX. 2.5 KM 1684814.6 |
 RR0767| CO5595 DRISCOLL AZ MK                                     2695644.4 |
 RR0767|---------------------------------------------------------------------|
 RR0767
 RR0767                          SUPERSEDED SURVEY CONTROL
 RR0767
 RR0767  NAD 83(1986)-  46 51 03.33231(N)    100 04 37.45834(W) AD(       ) 2
 RR0767  NAD 27      -  46 51 03.38400(N)    100 04 36.08100(W) AD(       ) 2
 RR0767
 RR0767.Superseded values are not recommended for survey control.
 RR0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0767.See file dsdata.txt to determine how the superseded data were derived.
 RR0767
 RR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1788889162(NAD 83)
 RR0767_MARKER: DS = TRIANGULATION STATION DISK
 RR0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0767
 RR0767  HISTORY     - Date     Condition        Report By
 RR0767  HISTORY     - 1948     MONUMENTED       CGS
 RR0767  HISTORY     - 1957     GOOD             CGS
 RR0767  HISTORY     - 1971     GOOD             LOCENG
 RR0767
 RR0767                          STATION DESCRIPTION
 RR0767
 RR0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0767'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF DRISCOLL,
 RR0767'107.68 FEET NORTH-NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 RR0767'10 AND THE BURLEIGH - KIDDER COUNTY LINE ROAD AND ON HIGHWAY
 RR0767'PROPERTY.
 RR0767'
 RR0767'TO REACH THE STATION FROM THE DRISCOLL RAILROAD STATION, GO NORTH
 RR0767'ON GRAVELED ROAD FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY
 RR0767'10, TURN RIGHT ON U.S. HIGHWAY 10 AND GO 2.85 MILES TO THE AZIMUTH
 RR0767'MARK ON THE LEFT, CONTINUE ON EAST FOR 0.25 MILE TO THE
 RR0767'BURLEIGH - KIDDER COUNTY LINE ROAD AND THE STATION ON THE LEFT
 RR0767'AS DESCRIBED.
 RR0767'
 RR0767'THE STATION MARK IS 9 FEET EAST OF A POWER POLE NO. 2/40 1946 AND
 RR0767'6-1/2 FEET EAST-NORTHEAST OF A WITNESS POST.  THE MARK IS A
 RR0767'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IN THE TOP OF THE
 RR0767'CONCRETE POST IS A STANDARD STATION MARK DISK THAT IS STAMPED
 RR0767'DRISCOLL 1948.
 RR0767'
 RR0767'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE POST THAT PROJECTS 6
 RR0767'INCHES.  IT IS 94 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 RR0767'U.S. HIGHWAY 10.  IN THE TOP OF THE CONCRETE POST IS A STANDARD
 RR0767'REFERENCE MARK DISK THAT IS STAMPED DRISCOLL NO 1 1948.
 RR0767'
 RR0767'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE POST THAT PROJECTS 7
 RR0767'INCHES.  IT IS 44 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 RR0767'BURLEIGH - KIDDER COUNTY LINE ROAD.  IN THE TOP OF THE CONCRETE
 RR0767'POST IS A STANDARD REFERENCE MARK DISK THAT IS STAMPED DRISCOLL
 RR0767'NO 2 1948.
 RR0767'
 RR0767'THE AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 90 FEET NORTH
 RR0767'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 10, 9 FEET SOUTH
 RR0767'OF AN EAST - WEST FENCE LINE AND 4 FEET SOUTH OF A WITNESS POST.
 RR0767'THE MARK IS A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IN
 RR0767'THE TOP OF THE POST IS A STANDARD AZIMUTH MARK DISK THAT IS
 RR0767'STAMPED DRISCOLL 1948.
 RR0767'
 RR0767'A 4 FOOT STAND WILL SEE TRIANGULATION STATION DUEMELAND.
 RR0767'
 RR0767'A 4 FOOT STAND WILL SEE TRIANGULATION STATION EXCELSIOR.
 RR0767'
 RR0767'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0767
 RR0767                          STATION RECOVERY (1957)
 RR0767
 RR0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0767'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0767'CONDITION.  THE STATION MARK IS 25 FEET SOUTH-SOUTHWEST OF THE
 RR0767'SOUTH ONE OF THREE POWER LINE POLES.  THE POLE THAT WAS NEAR
 RR0767'THE STATION MARK HAS BEEN REMOVED.
 RR0767'
 RR0767'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0767
 RR0767                          STATION RECOVERY (1971)
 RR0767
 RR0767'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 RR0767'RECOVERED BY E.H. SCHMIDT CORP.
 RR0767'
 RR0767'VERY GOOD
 RR0767'
 RR0767'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1881 ***********************************************************************
 TG1881  DESIGNATION -  DRIVE
 TG1881  PID         -  TG1881
 TG1881  STATE/COUNTY-  ND/MCKENZIE
 TG1881  USGS QUAD   -  WILLISTON SW (1979)
 TG1881
 TG1881                         *CURRENT SURVEY CONTROL
 TG1881  ___________________________________________________________________
 TG1881* NAD 83(1996)-  48 00 08.14259(N)    103 39 33.91368(W)     ADJUSTED  
 TG1881* NAVD 88     -       705.     (meters)    2313.     (feet)  SCALED    
 TG1881  ___________________________________________________________________
 TG1881  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 TG1881  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TG1881
 TG1881  HORZ ORDER  -  FIRST
 TG1881
 TG1881.The horizontal coordinates were established by classical geodetic methods
 TG1881.and adjusted by the National Geodetic Survey in January 1998..
 TG1881
 TG1881.The orthometric height was scaled from a topographic map.
 TG1881
 TG1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1881
 TG1881.The geoid height was determined by GEOID03.
 TG1881
 TG1881;                    North         East     Units Scale Factor Converg.
 TG1881;SPC ND N     -   116,268.137   364,318.470   MT  0.99993687   -2 21 03.7
 TG1881;SPC ND N     -   381,457.14  1,195,270.57   iFT  0.99993687   -2 21 03.7
 TG1881;UTM  13      - 5,317,421.076   599,995.891   MT  0.99972287   +0 59 46.9
 TG1881
 TG1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1881!SPC ND N     -   0.99989241  x   0.99993687  =   0.99982928
 TG1881!UTM  13      -   0.99989241  x   0.99972287  =   0.99961531
 TG1881
 TG1881:                Primary Azimuth Mark                     Grid Az
 TG1881:SPC ND N     -  A 93                                     181 31 42.9
 TG1881:UTM  13      -  A 93                                     178 10 52.3
 TG1881
 TG1881|---------------------------------------------------------------------|
 TG1881| PID    Reference Object                     Distance      Geod. Az  |
 TG1881|                                                           dddmmss.s |
 TG1881| SO0600 A 93                                               1791039.2 |
 TG1881| SO0860 A 93 RESET                                         1801553.6 |
 TG1881| CQ8259 DRIVE RM 1                            9.796 METERS 21308     |
 TG1881| TG1544 DRIVE 2 RM 3                                       23314     |
 TG1881| TG1545 DRIVE 2                               7.787 METERS 27229     |
 TG1881| TG1546 DRIVE RM 2                           10.804 METERS 32911     |
 TG1881|---------------------------------------------------------------------|
 TG1881
 TG1881                          SUPERSEDED SURVEY CONTROL
 TG1881
 TG1881  NAD 83(1986)-  48 00 08.14199(N)    103 39 33.91060(W) AD(       ) 1
 TG1881  NAD 27      -  48 00 08.06300(N)    103 39 32.20900(W) AD(       ) 1
 TG1881
 TG1881.Superseded values are not recommended for survey control.
 TG1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1881.See file dsdata.txt to determine how the superseded data were derived.
 TG1881
 TG1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9999617421(NAD 83)
 TG1881_MARKER: DS = TRIANGULATION STATION DISK
 TG1881_SETTING: 0 = UNSPECIFIED SETTING
 TG1881
 TG1881  HISTORY     - Date     Condition        Report By
 TG1881  HISTORY     - 1945     MONUMENTED       CGS
 TG1881  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TG1881
 TG1881                          STATION DESCRIPTION
 TG1881
 TG1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1881'STATION IS LOCATED ABOUT 12 MILES S OF WILLISTON, ON THE W SIDE
 TG1881'OF U.S. HIGHWAY 85, 79 FEET W OF THE APPROXIMATE CENTER OF THE
 TG1881'HIGHWAY, 19.7 FEET E OF A STANDARD WITNESS POST, AND 21.5 FEET
 TG1881'E OF A TELEPHONE POLE.  THE DISK IS STAMPED DRIVE 1945 AND
 TG1881'PROJECTS ABOUT 4 INCHES.
 TG1881'
 TG1881'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1881'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1881'
 TG1881'REFERENCE MARK 1 IS 35.47 FEET N OF THE STATION, 97 FEET W OF
 TG1881'THE CENTER OF THE HIGHWAY, AND 34.6 FEET N OF A STANDARD WITNESS
 TG1881'POST.  THE DISK IS STAMPED DRIVE NO 1 1945 AND PROJECTS ABOUT
 TG1881'4 INCHES.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1881'POST.
 TG1881'
 TG1881'REFERENCE MARK 2 IS 32.14 FEET S OF THE STATION, 97 FEET W OF THE
 TG1881'CENTER OF THE ROAD, AND 34.6 FEET N OF THE WITNESS POST.  THE DISK
 TG1881'IS STAMPED DRIVE NO 2 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS
 TG1881'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1881'
 TG1881'B.M. A 93 (U.S.C. AND G.S.) WAS USED AS AN AZIMUTH MARK AND IS
 TG1881'0.6 MILE S OF THE STATION ON THE W SIDE OF U.S. HIGHWAY 85.  IT IS
 TG1881'40.5 FEET W OF THE APPROXIMATE CENTER OF THE HIGHWAY, 1 FOOT
 TG1881'E OF A WITNESS POST, AND 64.5 FEET E OF A FENCE CORNER AND
 TG1881'TELEPHONE POLE.  IT IS 47 FEET S OF THE APPROXIMATE CENTER
 TG1881'OF THE OLD ROAD.  THE DISK IS STAMPED A 93 1934 AND PROJECTS
 TG1881'ABOUT 8 INCHES.
 TG1881'
 TG1881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 85
 TG1881'ABOUT 4.6 MILES W OF THE MAIN INTERSECTION IN WILLISTON, GO S
 TG1881'ON U.S. HIGHWAY 85 FOR 10.75 MILES TO TOP OF HILL AND STATION.
 TG1881'CONTINUE 0.6 MILE TO B.M. A 93 ON RIGHT.
 TG1881'
 TG1881'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 TG1881
 TG1881                          STATION RECOVERY (1968)
 TG1881
 TG1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 TG1881'STATION SUB SURFACE MARK, REFERENCE MARK NO. 2 AND BENCH MARK
 TG1881'A 93 1934 (AZIMUTH MARK) RECOVERED IN GOOD CONDITION.  SURFACE
 TG1881'STATION MARK AND REFERENCE MARK NO. 1 FOUND DESTROYED BY GRADER
 TG1881'OPERATIONS.  STATION MARK AND BM A 93 1934 FOUND TO BE IN THE
 TG1881'WAY OF HIGHWAY IMPROVEMENT.  A NEW STATION WAS ESTABLISHED 25
 TG1881'FEET WEST.  FOR DETAILS SEE DESCRIPTION FOR DRIVE 2.
 TG1881'
 TG1881'1968 OBSERVATIONS TAKEN FROM A 5 FOOT TRIPOD
 TG1881'
 TG1881'BM A 93 1934 (AZIMUTH MARK) DESTROYED.
 TG1881'
 TG1881'NOTE--THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS IN
 TG1881'THE ORIGINAL DESCRIPTION ARE IN ERROR.  R.M. NO. 1 SHOULD BE
 TG1881'AS R.M. NO. 2 AND VICE VERSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1545 ***********************************************************************
 TG1545  DESIGNATION -  DRIVE 2
 TG1545  PID         -  TG1545
 TG1545  STATE/COUNTY-  ND/MCKENZIE
 TG1545  USGS QUAD   -  WILLISTON SW (1979)
 TG1545
 TG1545                         *CURRENT SURVEY CONTROL
 TG1545  ___________________________________________________________________
 TG1545* NAD 83(1996)-  48 00 08.15354(N)    103 39 34.28901(W)     ADJUSTED  
 TG1545* NAVD 88     -       698.545  (meters)    2291.81   (feet)  ADJUSTED  
 TG1545  ___________________________________________________________________
 TG1545  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 TG1545  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TG1545  DYNAMIC HT  -         698.625 (meters)    2292.07  (feet)  COMP
 TG1545  MODELED GRAV-     980,702.4   (mgal)                       NAVD 88
 TG1545
 TG1545  HORZ ORDER  -  THIRD
 TG1545  VERT ORDER  -  FIRST     CLASS II
 TG1545
 TG1545.The horizontal coordinates were established by classical geodetic methods
 TG1545.and adjusted by the National Geodetic Survey in January 1998..
 TG1545.No horizontal observational check was made to the station.
 TG1545
 TG1545.The orthometric height was determined by differential leveling
 TG1545.and adjusted by the National Geodetic Survey in June 1991..
 TG1545
 TG1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1545
 TG1545.The geoid height was determined by GEOID03.
 TG1545
 TG1545.The dynamic height is computed by dividing the NAVD 88
 TG1545.geopotential number by the normal gravity value computed on the
 TG1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1545.degrees latitude (g = 980.6199 gals.).
 TG1545
 TG1545.The modeled gravity was interpolated from observed gravity values.
 TG1545
 TG1545;                    North         East     Units Scale Factor Converg.
 TG1545;SPC ND N     -   116,268.794   364,310.711   MT  0.99993687   -2 21 04.0
 TG1545;SPC ND N     -   381,459.30  1,195,245.11   iFT  0.99993687   -2 21 04.0
 TG1545;UTM  13      - 5,317,421.279   599,988.109   MT  0.99972285   +0 59 46.6
 TG1545
 TG1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1545!SPC ND N     -   0.99989334  x   0.99993687  =   0.99983022
 TG1545!UTM  13      -   0.99989334  x   0.99972285  =   0.99961622
 TG1545
 TG1545|---------------------------------------------------------------------|
 TG1545| PID    Reference Object                     Distance      Geod. Az  |
 TG1545|                                                           dddmmss.s |
 TG1545| TG1546 DRIVE RM 2                            9.217 METERS 01406     |
 TG1545| TG1881 DRIVE                                 7.787 METERS 09229     |
 TG1545| SO0600 A 93                                               1784419.2 |
 TG1545| SO0860 A 93 RESET                                         1794552.6 |
 TG1545| TG1544 DRIVE 2 RM 3                          7.843 METERS 19418     |
 TG1545|---------------------------------------------------------------------|
 TG1545
 TG1545                          SUPERSEDED SURVEY CONTROL
 TG1545
 TG1545  NAD 83(1986)-  48 00 08.15295(N)    103 39 34.28592(W) AD(       ) 3
 TG1545  NAD 27      -  48 00 08.07396(N)    103 39 32.58435(W) AD(       ) 3
 TG1545
 TG1545.Superseded values are not recommended for survey control.
 TG1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1545.See file dsdata.txt to determine how the superseded data were derived.
 TG1545
 TG1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9998817421(NAD 83)
 TG1545_MARKER: DS = TRIANGULATION STATION DISK
 TG1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1545_SP_SET: CONCRETE POST
 TG1545_STAMPING: DRIVE 2 1968
 TG1545_MARK LOGO: CGS   
 TG1545_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1545+STABILITY: SURFACE MOTION
 TG1545
 TG1545  HISTORY     - Date     Condition        Report By
 TG1545  HISTORY     - 1968     MONUMENTED       CGS
 TG1545  HISTORY     - 1971     GOOD             USAF
 TG1545  HISTORY     - 1981     GOOD             NGS
 TG1545  HISTORY     - 1981     GOOD             NGS
 TG1545
 TG1545                          STATION DESCRIPTION
 TG1545
 TG1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 TG1545'STATION IS LOCATED ALONG U.S. HIGHWAY NO. 85 ABOUT 12 MILES SOUTH
 TG1545'OF WILLISTON.  STATION, A STANDARD DISK, SET IN THE TOP OF A ROUND
 TG1545'CONCRETE POST AND STAMPED DRIVE 2 1968, IS 104 FEET WEST OF THE
 TG1545'CENTERLINE OF U.S. HIGHWAY NO. 85, 142 FEET NORTH OF A UTILITY
 TG1545'POLE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK PROJECTS
 TG1545'4 INCHES.
 TG1545'
 TG1545'TO REACH FROM THE POST OFFICE IN WILLISTON, GO WEST ON U.S. HIGHWAY
 TG1545'NO. 2 FOR 5.0 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 85.
 TG1545'TURN LEFT AND GO SOUTHERLY ON U.S. HIGHWAY NO. 85 FOR 10.75
 TG1545'MILES TO STATION ON RIGHT (WEST) SIDE OF HIGHWAY.  CONTINUE SOUTH
 TG1545'ON HIGHWAY FOR 0.55 MILE TO BM 93 (RESET) 1968 (AZIMUTH MARK)
 TG1545'ON RIGHT (WEST) SIDE OF HIGHWAY.
 TG1545'
 TG1545'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 TG1545'SQUARE CONCRETE POST AND STAMPED DRIVE NO 2 1945 IS 95-1/2
 TG1545'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 85, 14-1/2 FEET
 TG1545'EAST OF HIGHWAY RIGHT-OF-WAY AND 1 FOOT SOUTH OF A WITNESS POST.
 TG1545'THE MARK PROJECTS 4 INCHES.
 TG1545'
 TG1545'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 TG1545'CONCRETE POST AND STAMPED DRIVE 2 NO 3 1968 IS 115 FEET NORTH
 TG1545'OF A UTILITY POLE, 110 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 TG1545'NO. 85 AND IS SET ON THE HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS
 TG1545'4 INCHES.
 TG1545'
 TG1545'A 93 RESET 1968, A STANDARD BENCH MARK DISK SET IN THE TOP OF
 TG1545'A ROUND CONCRETE POST AND STAMPED A 93 RESET 1968 IS 100 FEET
 TG1545'WEST OF THE CENTER OF U.S. HIGHWAY NO. 85, 69 FEET NORTH OF A
 TG1545'UTILITY POLE, 1 FOOT NORTH OF WITNESS POST AND SET ON THE
 TG1545'HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS 4 INCHES.
 TG1545'
 TG1545'DRIVE 2 IS 1.791 FEET HIGHER THAN DRIVE 1945 IN ELEVATION.
 TG1545
 TG1545                          STATION RECOVERY (1971)
 TG1545
 TG1545'RECOVERY NOTE BY US AIR FORCE 1971
 TG1545'STATION, RM 2, RM 3, AND BM A93 RECOVERED IN GOOD CONDITION.
 TG1545
 TG1545                          STATION RECOVERY (1981)
 TG1545
 TG1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1545'17.1 KM (10.65 MI) SOUT FROM WILLISTON.
 TG1545'17.1 KM (10.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 TG1545'WITH U.S. HIGHWAY 2 IN WILLISTON, 43.3 METERS (142.0 FT) NORTH OF A
 TG1545'UTILITY POLE, 31.7 METERS (104.0 FT) WEST OF THE CENTERLINE OF THE
 TG1545'HIGHWAY.
 TG1545'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1545
 TG1545                          STATION RECOVERY (1981)
 TG1545
 TG1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1544 ***********************************************************************
 TG1544  DESIGNATION -  DRIVE 2 RM 3
 TG1544  PID         -  TG1544
 TG1544  STATE/COUNTY-  ND/MCKENZIE
 TG1544  USGS QUAD   -  WILLISTON SW (1979)
 TG1544
 TG1544                         *CURRENT SURVEY CONTROL
 TG1544  ___________________________________________________________________
 TG1544* NAD 83(1986)-  48 00 07.     (N)    103 39 34.     (W)     SCALED    
 TG1544* NAVD 88     -       698.497  (meters)    2291.65   (feet)  ADJUSTED  
 TG1544  ___________________________________________________________________
 TG1544  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TG1544  DYNAMIC HT  -         698.577 (meters)    2291.91  (feet)  COMP
 TG1544  MODELED GRAV-     980,702.4   (mgal)                       NAVD 88
 TG1544
 TG1544  VERT ORDER  -  FIRST     CLASS II
 TG1544
 TG1544.The horizontal coordinates were scaled from a topographic map and have
 TG1544.an estimated accuracy of +/- 6 seconds.
 TG1544
 TG1544.The orthometric height was determined by differential leveling
 TG1544.and adjusted by the National Geodetic Survey in June 1991..
 TG1544
 TG1544.The geoid height was determined by GEOID03.
 TG1544
 TG1544.The dynamic height is computed by dividing the NAVD 88
 TG1544.geopotential number by the normal gravity value computed on the
 TG1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1544.degrees latitude (g = 980.6199 gals.).
 TG1544
 TG1544.The modeled gravity was interpolated from observed gravity values.
 TG1544
 TG1544;                    North         East    Units  Estimated Accuracy
 TG1544;SPC ND N     -   116,230.      364,320.      MT  (+/- 180 meters Scaled)
 TG1544
 TG1544                          SUPERSEDED SURVEY CONTROL
 TG1544
 TG1544.No superseded survey control is available for this station.
 TG1544
 TG1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP999173(NAD 83)
 TG1544_MARKER: DR = REFERENCE MARK DISK
 TG1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1544_SP_SET: CONCRETE POST
 TG1544_STAMPING: DRIVE 2 NO 3 1968
 TG1544_MARK LOGO: CGS   
 TG1544_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1544+STABILITY: SURFACE MOTION
 TG1544
 TG1544  HISTORY     - Date     Condition        Report By
 TG1544  HISTORY     - 1968     MONUMENTED       CGS
 TG1544  HISTORY     - 1981     GOOD             NGS
 TG1544  HISTORY     - 1981     GOOD             NGS
 TG1544
 TG1544                          STATION DESCRIPTION
 TG1544
 TG1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1544'17.1 KM (10.65 MI) SOUT FROM WILLISTON.
 TG1544'17.1 KM (10.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 TG1544'WITH U.S. HIGHWAY 2 IN WILLISTON, 35.1 METERS (115.0 FT) NORTH OF A
 TG1544'UTILITY POLE, 33.5 METERS (110.0 FT) WEST OF THE CENTERLINE OF THE
 TG1544'HIGHWAY.
 TG1544
 TG1544                          STATION RECOVERY (1981)
 TG1544
 TG1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1546 ***********************************************************************
 TG1546  DESIGNATION -  DRIVE RM 2
 TG1546  PID         -  TG1546
 TG1546  STATE/COUNTY-  ND/MCKENZIE
 TG1546  USGS QUAD   -  WILLISTON SW (1979)
 TG1546
 TG1546                         *CURRENT SURVEY CONTROL
 TG1546  ___________________________________________________________________
 TG1546* NAD 83(1986)-  48 00 09.     (N)    103 39 34.     (W)     SCALED    
 TG1546* NAVD 88     -       698.642  (meters)    2292.13   (feet)  ADJUSTED  
 TG1546  ___________________________________________________________________
 TG1546  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TG1546  DYNAMIC HT  -         698.722 (meters)    2292.39  (feet)  COMP
 TG1546  MODELED GRAV-     980,702.4   (mgal)                       NAVD 88
 TG1546
 TG1546  VERT ORDER  -  FIRST     CLASS II
 TG1546
 TG1546.The horizontal coordinates were scaled from a topographic map and have
 TG1546.an estimated accuracy of +/- 6 seconds.
 TG1546
 TG1546.The orthometric height was determined by differential leveling
 TG1546.and adjusted by the National Geodetic Survey in June 1991..
 TG1546
 TG1546.The geoid height was determined by GEOID03.
 TG1546
 TG1546.The dynamic height is computed by dividing the NAVD 88
 TG1546.geopotential number by the normal gravity value computed on the
 TG1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1546.degrees latitude (g = 980.6199 gals.).
 TG1546
 TG1546.The modeled gravity was interpolated from observed gravity values.
 TG1546
 TG1546;                    North         East    Units  Estimated Accuracy
 TG1546;SPC ND N     -   116,300.      364,320.      MT  (+/- 180 meters Scaled)
 TG1546
 TG1546                          SUPERSEDED SURVEY CONTROL
 TG1546
 TG1546.No superseded survey control is available for this station.
 TG1546
 TG1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP999174(NAD 83)
 TG1546_MARKER: DR = REFERENCE MARK DISK
 TG1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1546_SP_SET: CONCRETE POST
 TG1546_STAMPING: DRIVE NO 2 1945
 TG1546_MARK LOGO: CGS   
 TG1546_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1546+STABILITY: SURFACE MOTION
 TG1546
 TG1546  HISTORY     - Date     Condition        Report By
 TG1546  HISTORY     - 1945     MONUMENTED       CGS
 TG1546  HISTORY     - 1981     GOOD             NGS
 TG1546
 TG1546                          STATION DESCRIPTION
 TG1546
 TG1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1546'17.1 KM (10.65 MI) SOUT FROM WILLISTON.
 TG1546'17.1 KM (10.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 TG1546'WITH U.S. HIGHWAY 2 IN WILLISTON, 29.1 METERS (95.5 FT) WEST OF THE
 TG1546'CENTERLINE OF THE HIGHWAY AND 4.4 METERS (14.5 FT) EAST OF A HIGHWAY
 TG1546'RIGHT-OF-WAY POST.
 TG1546'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1795 ***********************************************************************
 TE1795  DESIGNATION -  DRY
 TE1795  PID         -  TE1795
 TE1795  STATE/COUNTY-  ND/RAMSEY
 TE1795  USGS QUAD   -  GRAND HARBOR (1994)
 TE1795
 TE1795                         *CURRENT SURVEY CONTROL
 TE1795  ___________________________________________________________________
 TE1795* NAD 83(1996)-  48 12 23.73337(N)    098 58 35.57535(W)     ADJUSTED  
 TE1795* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 TE1795  ___________________________________________________________________
 TE1795  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 TE1795  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 TE1795
 TE1795  HORZ ORDER  -  FIRST
 TE1795
 TE1795.The horizontal coordinates were established by classical geodetic methods
 TE1795.and adjusted by the National Geodetic Survey in January 1998..
 TE1795
 TE1795.The orthometric height was scaled from a topographic map.
 TE1795
 TE1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1795
 TE1795.The geoid height was determined by GEOID03.
 TE1795
 TE1795;                    North         East     Units Scale Factor Converg.
 TE1795;SPC ND N     -   135,270.757   713,219.049   MT  0.99993810   +1 08 01.1
 TE1795;SPC ND N     -   443,801.70  2,339,957.51   iFT  0.99993810   +1 08 01.1
 TE1795;UTM  14      - 5,339,262.815   501,742.365   MT  0.99960004   +0 01 02.9
 TE1795
 TE1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1795!SPC ND N     -   0.99992780  x   0.99993810  =   0.99986591
 TE1795!UTM  14      -   0.99992780  x   0.99960004  =   0.99952787
 TE1795
 TE1795|---------------------------------------------------------------------|
 TE1795| PID    Reference Object                     Distance      Geod. Az  |
 TE1795|                                                           dddmmss.s |
 TE1795| CO6776 DRY RM 1                             19.827 METERS 07128     |
 TE1795| TE1784 DEVILS LAKE KDLR RAD MAST           APPROX.14.4 KM 1371633.2 |
 TE1795| TE1780 DEVILS LAKE MUNICIPAL TANK          APPROX.13.1 KM 1375038.5 |
 TE1795| TE1787 DEVILS LAKE ST DEAF SCH STACK       APPROX.12.3 KM 1382533.1 |
 TE1795| TE1782 DEVILS LAKE ST OLAF LUTH CH         APPROX.13.6 KM 1390813.3 |
 TE1795| TE1781 DEVILS LAKE ST JOSEPH CATH CH       APPROX.13.8 KM 1395348.1 |
 TE1795| TE1786 DEVILS LAKE READY MIX RAD MAST      APPROX.12.6 KM 1425200.2 |
 TE1795| TE0707 DRY AZ MK                           APPROX. 8.8 KM 1484830.0 |
 TE1795| TE1791 DEVILS LAKE MUN AIRPORT BCN         APPROX.12.2 KM 1534506.1 |
 TE1795| TE1790 CAMP GRAFTON WATER TANK             APPROX.17.0 KM 1652401.5 |
 TE1795| TE1796 GRAND HARBOR BAY SCHOOL 6 FLAG      APPROX. 4.2 KM 1933400.6 |
 TE1795| CO6777 DRY RM 2                             64.570 METERS 27627     |
 TE1795| TE1978 PENN PENN CONSOL SCHOOL BELFRY      APPROX. 8.5 KM 2805449.0 |
 TE1795|---------------------------------------------------------------------|
 TE1795
 TE1795                          SUPERSEDED SURVEY CONTROL
 TE1795
 TE1795  NAD 83(1986)-  48 12 23.73279(N)    098 58 35.57307(W) AD(       ) 1
 TE1795  NAD 27      -  48 12 23.72700(N)    098 58 34.10500(W) AD(       ) 1
 TE1795
 TE1795.Superseded values are not recommended for survey control.
 TE1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1795.See file dsdata.txt to determine how the superseded data were derived.
 TE1795
 TE1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0174239263(NAD 83)
 TE1795_MARKER: DS = TRIANGULATION STATION DISK
 TE1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1795_MARK LOGO: CGS   
 TE1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1795+STABILITY: SURFACE MOTION
 TE1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1795+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 TE1795
 TE1795  HISTORY     - Date     Condition        Report By
 TE1795  HISTORY     - 1934     MONUMENTED       CGS
 TE1795  HISTORY     - 1946     GOOD             CGS
 TE1795  HISTORY     - 1967     GOOD             CGS
 TE1795  HISTORY     - 1968     GOOD             USGS
 TE1795  HISTORY     - 19970813 GOOD             NDHD
 TE1795  HISTORY     - 19990607 GOOD             NDWC
 TE1795
 TE1795                          STATION DESCRIPTION
 TE1795
 TE1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1795'STATION IS LOCATED ABOUT 8-1/2 MILES NW OF DEVILS LAKE, 7
 TE1795'MILES SW OF WEBSTER, AND 2-1/2 MILES N OF GRAND HARBOR IN
 TE1795'THE NW 1/4 OF SEC. 35, T 155 N, R 65 W (DRY LAKE TOWNSHIP), ON
 TE1795'PROPERTY OWNED BY MRS. A.A. WHITTEMORE OF NAPOLEON, N. DAK.,
 TE1795'AND RENTED BY MR. OLAF JOHNSON, WHO LIVES ABOUT 1/2 MILE E OF
 TE1795'THE STATION.  THE STATION IS ON THE HIGHEST GROUND IN THE
 TE1795'VICINITY OF LARGE BOULDERS BETWEEN THE ROAD AND THE E-W FENCE
 TE1795'LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 TE1795'
 TE1795'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1795'BRONZE DISKS SET IN CONCRETE.
 TE1795'
 TE1795'REFERENCE MARK NO. 1 IS NE OF THE STATION, AND PROJECTS ABOUT
 TE1795'8 INCHES.
 TE1795'
 TE1795'REFERENCE MARK NO. 2 IS WNW OF THE STATION, AND PROJECTS
 TE1795'ABOUT 10 INCHES.
 TE1795'
 TE1795'AZIMUTH MARK (LA PLACE) IS LOCATED SE FROM THE STATION.
 TE1795'
 TE1795'AZIMUTH MARK REACHED FROM STATION BY GOING W FOR 0.35 MILE,
 TE1795'THENCE LEFT (S), GO 2.5 MILES TO GRAND HARBOR.  FROM THE
 TE1795'RAILROAD CROSSING IN GRAND HARBOR GO S FOR 0.3 MILE TO CROSSROADS,
 TE1795'TURN LEFT AND FOLLOW MAIN GRAVELED ROAD TO DEVILS LAKE FOR 3.8
 TE1795'MILES TO MARK ON RIGHT.  REACHED FROM THE CORNER OF FIRST
 TE1795'AVENUE AND FOURTEENTH STREET ON THE NW SIDE OF DEVILS LAKE
 TE1795'BY THE SCHOOL FOR THE DEAF, BY GOING W ON GRAVEL ROAD FOR 2.7
 TE1795'MILES TO MARK ON LEFT.  MARK IS ABOUT 150 FEET E OF RAILROAD
 TE1795'SIGN RAILROAD CROSSING 1 MILE, 41 FEET S OF CENTER LINE OF
 TE1795'E-W GRAVEL ROAD, 38 FEET N OF N RAIL OF THE GREAT NORTHERN
 TE1795'RAILROAD TRACK UNDER TELEGRAPH LINES.  MARK PROJECTS ABOUT 6
 TE1795'INCHES ABOVE THE GROUND.
 TE1795'
 TE1795'STATION REACHED FROM THE CORNER OF FIRST AVENUE AND FOURTEENTH
 TE1795'STREET ON THE NW SIDE OF DEVILS LAKE BY THE SCHOOL FOR THE DEAF
 TE1795'BY GOING W ON GRAVEL ROAD FOR 6.4 MILES TO CROSSROADS, TURN
 TE1795'RIGHT (N), FOLLOW MAIN GRAVEL ROAD TO GRAND HARBOR.  FROM
 TE1795'THE RAILROAD CROSSING IN GRAND HARBOR GO N FOR 2.5 MILES, TURN
 TE1795'RIGHT (E) AT SMALL MAIL BOX OLAF JOHNSON, GO 0.35 MILE TO TOP
 TE1795'OF GRADE AND STATION ON LEFT.
 TE1795'
 TE1795'HEIGHT OF LIGHT ABOVE STATION MARK - 21.8 METERS.
 TE1795
 TE1795                          STATION RECOVERY (1946)
 TE1795
 TE1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1795'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934 AND
 TE1795'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 TE1795'FOLLOWS.
 TE1795'
 TE1795'THE STATION IS LOCATED ABOUT 8.5 MILES NORTHWEST OF DEVILS
 TE1795'LAKE AND ABOUT 2.5 MILES NORTH OF THE SMALL VILLAGE OF GRAND
 TE1795'HARBOR.  IT IS LOCATED ON THE HIGHEST GROUND IN THE VICINITY,
 TE1795'12 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 6 FEET SOUTH
 TE1795'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TE1795'STAMPED DRY 1934.
 TE1795'
 TE1795'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARK ARE
 TE1795'A STANDARD BRONZE DISK SET IN CONCRETE.
 TE1795'
 TE1795'TRIANGULATION STATION DRY AZIMUTH IS THE AZIMUTH MARK FOR
 TE1795'TRIANGULATION STATION DRY.
 TE1795'
 TE1795'REFERENCE MARK NO. 1 IS 19.815 METERS (65.01 FEET) NORTHEAST
 TE1795'OF THE STATION AND 10 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 TE1795'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED DRY NO 1
 TE1795'1934.
 TE1795'
 TE1795'REFERENCE MARK NO. 2 IS 64.496 METERS (211.61 FEET) WEST-NORTHWEST
 TE1795'OF THE STATION AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE
 TE1795'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED DRY NO 2 1934.
 TE1795'
 TE1795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TE1795'AND THE MAIN GRAVELED ROAD IN THE SMALL VILLAGE OF GRAND
 TE1795'HARBOR, GO NORTH ON MAIN GRAVELED ROAD FOR 2.8 MILES TO DIRT
 TE1795'T ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO THE STATION ON THE
 TE1795'LEFT AS DESCRIBED.
 TE1795'
 TE1795'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 TE1795'
 TE1795'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 TE1795
 TE1795                          STATION RECOVERY (1967)
 TE1795
 TE1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1795'THE STATION AND ALL MARKS WERE RECOVERED.  THE DISTANCE TO
 TE1795'REFERENCE MARK 1 FAILED TO AGREE WITH THE 1934 AND 1946
 TE1795'MEASUREMENTS.  THE 1934 AND 1946 DESCRIPTIONS ARE INADEQUATE
 TE1795'AS THE TOWN OF GRAND HARBOUR NO LONGER EXISTS.  FOLLOWING
 TE1795'IS A COMPLETE NEW DESCRIPTION.
 TE1795'
 TE1795'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF DEVILS LAKE,
 TE1795'2-1/2 MILES NORTH OF U.S. HIGHWAY 2 AND ON THE HIGHEST POINT
 TE1795'IN THE IMMEDIATE VICINITY.
 TE1795'
 TE1795'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE1795'STATE HIGHWAY 19 AT THE SOUTHWEST EDGE OF DEVILS LAKE, GO NORTHWEST
 TE1795'ON U.S. HIGHWAY 2 FOR 6.35 MILES TO A CROSSROAD.  TURN RIGHT
 TE1795'AND GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A RAILROAD
 TE1795'CROSSING.  CONTINUE NORTH FOR 2.35 MILES TO A SIDE ROAD ON
 TE1795'THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.35
 TE1795'MILE TO THE STATION ON THE NORTH RIGHT OF WAY OF THE GRAVELED
 TE1795'ROAD.
 TE1795'
 TE1795'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1934, SET
 TE1795'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1795'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 92.5 FEET
 TE1795'NORTH-NORTHEAST OF A POWERLINE POLE NUMBERED 131, 52.0 FEET
 TE1795'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 25.0 FEET SOUTH
 TE1795'OF A FENCE AND 5.2 FEET WEST OF A WITNESS POST.
 TE1795'
 TE1795'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRY NO 1 1934,
 TE1795'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1795'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.9
 TE1795'FEET EAST OF THE WITNESS POST, 57.0 FEET NORTH OF THE CENTERLINE
 TE1795'OF THE GRAVELED ROAD, 8.0 FEET SOUTH OF THE FENCE AND 2 FEET
 TE1795'LOWER IN ELEVATION THAN THE STATION MARK.  THE DISTANCE FROM
 TE1795'THE AXIS OF THE TELESCOPE IS 65.30 FEET OR 19.904 METERS.
 TE1795'
 TE1795'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRY NO 2 1934,
 TE1795'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1795'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 118.0
 TE1795'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1.5 FEET
 TE1795'SOUTH OF THE FENCE AND 12 FEET LOWER IN ELEVATION THAN THE
 TE1795'STATION MARK.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE
 TE1795'IS 212.15 FEET OR (64.663) METERS.
 TE1795'
 TE1795'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 TE1795'DUE TO OBSTRUCTIONS.
 TE1795'
 TE1795'THE AZIMUTH MARK FOR THIS STATION IN 1934 WAS TRIANGULATION
 TE1795'STATION DRY AZIMUTH MARK 1934.
 TE1795'
 TE1795'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2
 TE1795'MILES NORTHWEST OF DEVILS LAKE.
 TE1795
 TE1795                          STATION RECOVERY (1968)
 TE1795
 TE1795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1795'STATION MARKS AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 TE1795'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT VISITED.
 TE1795'
 TE1795'DISTANCE TO REFERENCE MARK NO. 1 CHECKED WITHIN .04 FT.
 TE1795'REFERENCE MARK NO. 2 CHECKED WITHIN .05 FT.  DIRECTION TO
 TE1795'REFERENCE MARK NO. 1 CHECKED WITHIN -9.03 IN AZIMUTH.  DIRECTION
 TE1795'TO REFERENCE MARK NO. 2 CHECKED WITHIN -0.74 IN AZIMUTH.
 TE1795'
 TE1795'THE OLD DESCRIPTION IS ADEQUATE.
 TE1795'
 TE1795'STANDARD BRACED TRIPOD USED.
 TE1795
 TE1795                          STATION RECOVERY (1997)
 TE1795
 TE1795'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 TE1795'RECOVERED AS DESCRIBED.
 TE1795
 TE1795                          STATION RECOVERY (1999)
 TE1795
 TE1795'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0707 ***********************************************************************
 TE0707  DESIGNATION -  DRY AZ MK
 TE0707  PID         -  TE0707
 TE0707  STATE/COUNTY-  ND/RAMSEY
 TE0707  USGS QUAD   -  GRAND HARBOR (1994)
 TE0707
 TE0707                         *CURRENT SURVEY CONTROL
 TE0707  ___________________________________________________________________
 TE0707* NAD 83(1996)-  48 08 19.18170(N)    098 54 54.42653(W)     ADJUSTED  
 TE0707* NAVD 88     -       448.348  (meters)    1470.96   (feet)  ADJUSTED  
 TE0707  ___________________________________________________________________
 TE0707  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 TE0707  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE0707  DYNAMIC HT  -         448.428 (meters)    1471.22  (feet)  COMP
 TE0707  MODELED GRAV-     980,777.2   (mgal)                       NAVD 88
 TE0707
 TE0707  HORZ ORDER  -  SECOND
 TE0707  VERT ORDER  -  FIRST     CLASS II
 TE0707
 TE0707.The horizontal coordinates were established by classical geodetic methods
 TE0707.and adjusted by the National Geodetic Survey in January 1998..
 TE0707
 TE0707.The orthometric height was determined by differential leveling
 TE0707.and adjusted by the National Geodetic Survey in June 1991..
 TE0707
 TE0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0707
 TE0707.The geoid height was determined by GEOID03.
 TE0707
 TE0707.The dynamic height is computed by dividing the NAVD 88
 TE0707.geopotential number by the normal gravity value computed on the
 TE0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0707.degrees latitude (g = 980.6199 gals.).
 TE0707
 TE0707.The modeled gravity was interpolated from observed gravity values.
 TE0707
 TE0707;                    North         East     Units Scale Factor Converg.
 TE0707;SPC ND N     -   127,811.483   717,939.215   MT  0.99993628   +1 10 45.7
 TE0707;SPC ND N     -   419,329.01  2,355,443.62   iFT  0.99993628   +1 10 45.7
 TE0707;UTM  14      - 5,331,715.554   506,314.793   MT  0.99960049   +0 03 47.6
 TE0707
 TE0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0707!SPC ND N     -   0.99993346  x   0.99993628  =   0.99986974
 TE0707!UTM  14      -   0.99993346  x   0.99960049  =   0.99953397
 TE0707
 TE0707:                Primary Azimuth Mark                     Grid Az
 TE0707:SPC ND N     -  DEVILS LAKE KDLR RAD MAST                118 56 54.5
 TE0707:UTM  14      -  DEVILS LAKE KDLR RAD MAST                120 03 52.6
 TE0707
 TE0707|---------------------------------------------------------------------|
 TE0707| PID    Reference Object                     Distance      Geod. Az  |
 TE0707|                                                           dddmmss.s |
 TE0707| TE1784 DEVILS LAKE KDLR RAD MAST           APPROX. 6.0 KM 1200740.2 |
 TE0707| TE1781 DEVILS LAKE ST JOSEPH CATH CH       APPROX. 5.2 KM 1244506.9 |
 TE0707| TE1581 DRY AZ MK RM 1                       29.441 METERS 13838     |
 TE0707| TE1582 DRY AZ MK RM 2                       26.501 METERS 30621     |
 TE0707| AI2045 DRY AZ AZ MK                                       3082759.1 |
 TE0707|---------------------------------------------------------------------|
 TE0707
 TE0707                          SUPERSEDED SURVEY CONTROL
 TE0707
 TE0707  NAD 83(1986)-  48 08 19.18130(N)    098 54 54.42453(W) AD(       ) 2
 TE0707  NAD 27      -  48 08 19.18000(N)    098 54 52.97900(W) AD(       ) 2
 TE0707  NGVD 29 (??/??/92)  447.976  (m)         1469.73   (f) ADJ UNCH    1 2
 TE0707
 TE0707.Superseded values are not recommended for survey control.
 TE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0707.See file dsdata.txt to determine how the superseded data were derived.
 TE0707
 TE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0631531716(NAD 83)
 TE0707_MARKER: DZ = AZIMUTH MARK DISK
 TE0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0707_STAMPING: DRY AZIMUTH MARK 1934
 TE0707_MARK LOGO: CGS   
 TE0707_PROJECTION: PROJECTING 9 CENTIMETERS
 TE0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0707+STABILITY: SURFACE MOTION
 TE0707
 TE0707  HISTORY     - Date     Condition        Report By
 TE0707  HISTORY     - 1946     MONUMENTED       CGS
 TE0707  HISTORY     - 1963     GOOD             NGS
 TE0707  HISTORY     - 1980     GOOD             NGS
 TE0707  HISTORY     - 1982     GOOD             NGS
 TE0707
 TE0707                          STATION DESCRIPTION
 TE0707
 TE0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE0707'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF DEVILS LAKE,
 TE0707'BETWEEN THE MAIN LINE OF THE GREAT NORTHERN RAILROAD AND A
 TE0707'GRAVEL ROAD (OLD HIGHWAY NO. 2), 0.2 MILE EAST OF A GRADE
 TE0707'CROSSING, 0.1 MILE SOUTH OF ANOTHER EAST WEST RAILROAD TRACK,
 TE0707'11 FEET WEST OF A DOUBLE GUYED TELEPHONE POLE, 60 FEET NORTH OF
 TE0707'A RAILROAD MILEPOST MARKED WX, 60 FEET NORTH OF A YARD LIMIT
 TE0707'SIGN, 44 FEET SOUTH OF OLD HIGHWAY NO. 2 AND 38.32 FEET NORTH
 TE0707'OF THE NORTH RAIL OF THE GREAT NORTHERN RAILROAD TRACK.  THE
 TE0707'STATION MARK IS A STANDARD U.S.C. AND G.S. REFERENCE DISK
 TE0707'SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 6 INCHES.
 TE0707'THE DISK IS STAMPED DRY AZIMUTH MARK 1934.
 TE0707'
 TE0707'REFERENCE MARK NO. 1 IS 96.59 FEET EAST-SOUTHEAST OF THE STATION,
 TE0707'18 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 40
 TE0707'FEET EAST OF THE RAILROAD MILEPOST MARKED WX.  THE MARK PROJECTS
 TE0707'ABOUT 1 INCH AND IS STAMPED DRY AZIMUTH MARK NO 1 1946.
 TE0707'
 TE0707'REFERENCE MARK NO. 2 IS 86.95 FEET WEST-NORTHWEST OF THE STATION,
 TE0707'35 FEET EAST OF A TELEPHONE POLE, 38.2 FEET NORTH OF THE
 TE0707'NORTH RAIL OF THE RAILROAD TRACK AND 44 FEET SOUTH OF THE
 TE0707'CENTERLINE OF OLD HIGHWAY NO. 2.  THE MARK PROJECTS ABOUT 1 INCH,
 TE0707'AND THE DISK IS STAMPED DRY AZIMUTH MARK NO 2 1946.
 TE0707'
 TE0707'THE AZIMUTH MARK IS 0.45 MILES WEST OF THE STATION ON THE
 TE0707'NORTH SIDE OF A GRAVEL ROAD RUNNING NORTH OF THE RAILROAD
 TE0707'TRACK, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2.6
 TE0707'FEET EAST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES,
 TE0707'AND IS STAMPED DRY AZIMUTH MARK 1946.  THE DISK IS A STANDARD
 TE0707'AZIMUTH MARK DISK OF THE U.S.C. AND G.S.
 TE0707'
 TE0707'TO REACH THE STATION FROM THE JUNCTION, WEST OF DEVILS LAKE,
 TE0707'OF STATE ROUTE 19, U.S. HIGHWAY NO. 2 AROUND DEVILS LAKE, AND
 TE0707'U.S. HIGHWAY NO. 2 THROUGH THE CITY, GO WEST ON U.S. HIGHWAY
 TE0707'NO. 2 FOR 2.8 MILES, AND THE STATION IS NORTH OF THE RAILROAD
 TE0707'TRACKS ON YOUR RIGHT AS DESCRIBED.
 TE0707'
 TE0707'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TE0707
 TE0707                          STATION RECOVERY (1963)
 TE0707
 TE0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TE0707'3.3 MI NW FROM DEVILS LAKE.
 TE0707'ABOUT 3.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0707'STATION AT DEVILS LAKE, IN S 28, R 64 W, T 154 N, ABOUT 0.5 MILE
 TE0707'NORTHWEST OF MILEPOST 88, ABOUT 0.2 MILE SOUTHEAST OF A GRAVELED ROAD
 TE0707'CROSSING, BETWEEN THE TRACK AND A GRAVELED ROAD THAT PARALLELS THE
 TE0707'TRACK ON THE NORTHEAST SIDE, 38.4 FEET NORTHEAST OF THE NORTHEAST
 TE0707'RAIL, 43 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 23.0 FEET
 TE0707'NORTHEAST OF AN 8 X 8 INCH WOODEN POST MARKED DAKOTA DIV, 11.0 FEET
 TE0707'NORTHWEST OF A TELEGRAPH POLE BRACED BY TWO GUY WIRES, IN LINE WITH A
 TE0707'ROW OF POLES, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 TE0707'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE0707'INCHES.
 TE0707
 TE0707                          STATION RECOVERY (1980)
 TE0707
 TE0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 TE0707'RECOVERED AS DESCRIBED.
 TE0707'
 TE0707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST
 TE0707'NORTHWEST OF DEVILS LAKE.
 TE0707
 TE0707                          STATION RECOVERY (1982)
 TE0707
 TE0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0707'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0707'5.1 KM (3.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE0707'THE STATION IN DEVILS LAKE, 0.3 KM (0.2 MI) EAST OF A GRAVEL ROAD
 TE0707'CROSSING, 18.2 METERS (60.0 FT) NORTH OF RAILROAD MILEPOST MARKED WX,
 TE0707'13.4 METERS (44.0 FT) SOUTH OF A GRAVEL ROAD, 11.7 METERS (38.5 FT)
 TE0707'NORTH OF THE NORTH RAIL, 3.3 METERS (11.0 FT) NORTHWEST OF A TELEPHONE
 TE0707'POLE BRACED WITH TWO GUY WIRES, 29.4 METERS (96.5 FT) NORTHWEST OF RM
 TE0707'1, AND 26.5 METERS (87.0 FT) SOUTHEAST OF RM 2.  NOTE, IN 1946 DRY AZ
 TE0707'MK WAS ESTABLISHED AS THE STATION MARK AND RM 1 AND 2 WERE SET.
 TE0707'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 TE0707'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1581 ***********************************************************************
 TE1581  DESIGNATION -  DRY AZ MK RM 1
 TE1581  PID         -  TE1581
 TE1581  STATE/COUNTY-  ND/RAMSEY
 TE1581  USGS QUAD   -  GRAND HARBOR (1994)
 TE1581
 TE1581                         *CURRENT SURVEY CONTROL
 TE1581  ___________________________________________________________________
 TE1581* NAD 83(1986)-  48 08 19.     (N)    098 54 54.     (W)     SCALED    
 TE1581* NAVD 88     -       448.134  (meters)    1470.25   (feet)  ADJUSTED  
 TE1581  ___________________________________________________________________
 TE1581  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE1581  DYNAMIC HT  -         448.215 (meters)    1470.52  (feet)  COMP
 TE1581  MODELED GRAV-     980,777.2   (mgal)                       NAVD 88
 TE1581
 TE1581  VERT ORDER  -  FIRST     CLASS II
 TE1581
 TE1581.The horizontal coordinates were scaled from a topographic map and have
 TE1581.an estimated accuracy of +/- 6 seconds.
 TE1581
 TE1581.The orthometric height was determined by differential leveling
 TE1581.and adjusted by the National Geodetic Survey in June 1991..
 TE1581
 TE1581.The geoid height was determined by GEOID03.
 TE1581
 TE1581.The dynamic height is computed by dividing the NAVD 88
 TE1581.geopotential number by the normal gravity value computed on the
 TE1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1581.degrees latitude (g = 980.6199 gals.).
 TE1581
 TE1581.The modeled gravity was interpolated from observed gravity values.
 TE1581
 TE1581;                    North         East    Units  Estimated Accuracy
 TE1581;SPC ND N     -   127,810.      717,950.      MT  (+/- 180 meters Scaled)
 TE1581
 TE1581                          SUPERSEDED SURVEY CONTROL
 TE1581
 TE1581.No superseded survey control is available for this station.
 TE1581
 TE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU063317(NAD 83)
 TE1581_MARKER: DR = REFERENCE MARK DISK
 TE1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1581_SP_SET: CONCRETE POST
 TE1581_STAMPING: DRY AZIMUTH MARK NO 1 1946
 TE1581_MARK LOGO: CGS   
 TE1581_PROJECTION: FLUSH
 TE1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1581+STABILITY: SURFACE MOTION
 TE1581
 TE1581  HISTORY     - Date     Condition        Report By
 TE1581  HISTORY     - 1946     MONUMENTED       CGS
 TE1581  HISTORY     - 1982     GOOD             NGS
 TE1581
 TE1581                          STATION DESCRIPTION
 TE1581
 TE1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1581'5.1 KM (3.2 MI) NW FROM DEVILS LAKE.
 TE1581'5.1 KM (3.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE1581'THE STATION IN DEVILS LAKE, 0.3 KM (0.2 MI) EAST OF A GRAVEL ROAD
 TE1581'CROSSING, 29.4 METERS (96.5 FT) SOUTHEAST OF THE STATION, 5.4 METERS
 TE1581'(18.0 FT) NORTH OF THE NORTH RAIL, 12.1 METERS (40.0 FT) EAST OF
 TE1581'RAILROAD MILEPOST MARKED WX, AND 19.5 METERS (64.0 FT) SOUTH OF THE
 TE1581'CENTER OF A GRAVEL ROAD.
 TE1581'THE MARK IS 28.9 METERS  SE FROM A WITNESS POST.
 TE1581'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1582 ***********************************************************************
 TE1582  DESIGNATION -  DRY AZ MK RM 2
 TE1582  PID         -  TE1582
 TE1582  STATE/COUNTY-  ND/RAMSEY
 TE1582  USGS QUAD   -  GRAND HARBOR (1994)
 TE1582
 TE1582                         *CURRENT SURVEY CONTROL
 TE1582  ___________________________________________________________________
 TE1582* NAD 83(1986)-  48 08 19.     (N)    098 54 54.     (W)     SCALED    
 TE1582* NAVD 88     -       448.176  (meters)    1470.39   (feet)  ADJUSTED  
 TE1582  ___________________________________________________________________
 TE1582  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 TE1582  DYNAMIC HT  -         448.257 (meters)    1470.66  (feet)  COMP
 TE1582  MODELED GRAV-     980,777.2   (mgal)                       NAVD 88
 TE1582
 TE1582  VERT ORDER  -  FIRST     CLASS II
 TE1582
 TE1582.The horizontal coordinates were scaled from a topographic map and have
 TE1582.an estimated accuracy of +/- 6 seconds.
 TE1582
 TE1582.The orthometric height was determined by differential leveling
 TE1582.and adjusted by the National Geodetic Survey in June 1991..
 TE1582
 TE1582.The geoid height was determined by GEOID03.
 TE1582
 TE1582.The dynamic height is computed by dividing the NAVD 88
 TE1582.geopotential number by the normal gravity value computed on the
 TE1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1582.degrees latitude (g = 980.6199 gals.).
 TE1582
 TE1582.The modeled gravity was interpolated from observed gravity values.
 TE1582
 TE1582;                    North         East    Units  Estimated Accuracy
 TE1582;SPC ND N     -   127,810.      717,950.      MT  (+/- 180 meters Scaled)
 TE1582
 TE1582                          SUPERSEDED SURVEY CONTROL
 TE1582
 TE1582.No superseded survey control is available for this station.
 TE1582
 TE1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU063317(NAD 83)
 TE1582_MARKER: DR = REFERENCE MARK DISK
 TE1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1582_SP_SET: CONCRETE POST
 TE1582_STAMPING: DRY AZIMUTH MARK NO 2 1946
 TE1582_MARK LOGO: CGS   
 TE1582_PROJECTION: FLUSH
 TE1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1582+STABILITY: SURFACE MOTION
 TE1582
 TE1582  HISTORY     - Date     Condition        Report By
 TE1582  HISTORY     - 1946     MONUMENTED       CGS
 TE1582  HISTORY     - 1982     GOOD             NGS
 TE1582
 TE1582                          STATION DESCRIPTION
 TE1582
 TE1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1582'5.1 KM (3.2 MI) NW FROM DEVILS LAKE.
 TE1582'5.1 KM (3.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE1582'THE STATION IN DEVILS LAKE, 0.3 KM (0.2 MI) EAST OF A GRAVEL ROAD
 TE1582'CROSSING, 26.5 METERS (87.0 FT) NORTHWEST OF THE STATION, 7.6 METERS
 TE1582'(35.0 FT) EAST OF A TELEPHONE POLE, 11.5 METERS (38.0 FT) NORTH OF THE
 TE1582'NORTH RAIL, AND 13.4 METERS (44.0 FT) SOUTH OF THE CENTER OF THE
 TE1582'GRAVEL ROAD.
 TE1582'THE MARK IS 27.0 METERS  NW FROM A WITNESS POST.
 TE1582'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1558 ***********************************************************************
 SN1558  DESIGNATION -  DUCK
 SN1558  PID         -  SN1558
 SN1558  STATE/COUNTY-  ND/MCHENRY
 SN1558  USGS QUAD   -  DRAKE NW (1977)
 SN1558
 SN1558                         *CURRENT SURVEY CONTROL
 SN1558  ___________________________________________________________________
 SN1558* NAD 83(1996)-  47 58 37.17114(N)    100 27 23.38224(W)     ADJUSTED  
 SN1558* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 SN1558  ___________________________________________________________________
 SN1558  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 SN1558  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN1558
 SN1558  HORZ ORDER  -  SECOND
 SN1558
 SN1558.The horizontal coordinates were established by classical geodetic methods
 SN1558.and adjusted by the National Geodetic Survey in January 1998..
 SN1558
 SN1558.The orthometric height was scaled from a topographic map.
 SN1558
 SN1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1558
 SN1558.The geoid height was determined by GEOID03.
 SN1558
 SN1558;                    North         East     Units Scale Factor Converg.
 SN1558;SPC ND N     -   108,623.409   603,247.811   MT  0.99993760   +0 01 56.5
 SN1558;SPC ND N     -   356,376.01  1,979,159.48   iFT  0.99993760   +0 01 56.5
 SN1558;UTM  14      - 5,314,769.409   391,304.916   MT  0.99974517   -1 04 55.6
 SN1558
 SN1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1558!SPC ND N     -   0.99992670  x   0.99993760  =   0.99986430
 SN1558!UTM  14      -   0.99992670  x   0.99974517  =   0.99967189
 SN1558
 SN1558:                Primary Azimuth Mark                     Grid Az
 SN1558:SPC ND N     -  DRAKE AMERICAN LUTH CH STEEPLE           131 32 10.4
 SN1558:UTM  14      -  DRAKE AMERICAN LUTH CH STEEPLE           132 39 02.5
 SN1558
 SN1558|---------------------------------------------------------------------|
 SN1558| PID    Reference Object                     Distance      Geod. Az  |
 SN1558|                                                           dddmmss.s |
 SN1558| SN1553 DRAKE AMERICAN LUTH CH STEEPLE      APPROX. 8.5 KM 1313406.9 |
 SN1558| SN1554 DRAKE MUNICIPAL TANK                APPROX. 8.7 KM 1314850.0 |
 SN1558| CO5611 DUCK RM 1                                          16421     |
 SN1558| CO5610 DUCK AZ MK                                         1792813.2 |
 SN1558| SN0068 DUCK 2 AZ MK                                       1802514.2 |
 SN1558| SN1595 BALFOUR LUTHERAN CHURCH CROSS       APPROX. 6.2 KM 2443552.7 |
 SN1558| SN0066 DUCK 2                               12.450 METERS 25536     |
 SN1558| CO5612 DUCK RM 2                                          28917     |
 SN1558|---------------------------------------------------------------------|
 SN1558
 SN1558                          SUPERSEDED SURVEY CONTROL
 SN1558
 SN1558  NAD 83(1986)-  47 58 37.17410(N)    100 27 23.38133(W) AD(       ) 2
 SN1558  NAD 27      -  47 58 37.15610(N)    100 27 21.86530(W) AD(       ) 2
 SN1558
 SN1558.Superseded values are not recommended for survey control.
 SN1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1558.See file dsdata.txt to determine how the superseded data were derived.
 SN1558
 SN1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9130514769(NAD 83)
 SN1558_MARKER: DS = TRIANGULATION STATION DISK
 SN1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1558
 SN1558  HISTORY     - Date     Condition        Report By
 SN1558  HISTORY     - 1946     MONUMENTED       CGS
 SN1558  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SN1558
 SN1558                          STATION DESCRIPTION
 SN1558
 SN1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1558'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF DRAKE,
 SN1558'4 MILES NORTHEAST OF BALFOUR AND 4 MILES NORTH OF THE JUNCTION
 SN1558'OF U.S. HIGHWAY NO. 82 AND STATE HIGHWAY NO. 14.  IT IS ALONG
 SN1558'THE WEST SIDE OF HIGHWAY 14 ON THE TOP OF A KNOLL THAT IS
 SN1558'CUT THROUGH BY THE HIGHWAY.  IT IS 62 FEET WEST OF THE
 SN1558'APPROXIMATE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHWEST OF A
 SN1558'SMALL TELEPHONE POLE AND 4 FEET WEST OF A WITNESS POST.
 SN1558'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 SN1558'DUCK 1946.
 SN1558'
 SN1558'REFERENCE MARK NO. 1 IS 67.69 FEET SOUTH OF THE STATION,
 SN1558'62 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY
 SN1558'AND 6 FEET WEST OF THE TOP OF A CUT BANK.  THE MARK PROJECTS
 SN1558'ABOUT 2 INCHES AND THE DISK IS STAMPED DUCK NO 1 1946.
 SN1558'
 SN1558'REFERENCE MARK NO. 2 IS 74.28 FEET WEST OF THE STATION AND
 SN1558'2 FEET EAST OF A SNOW FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 SN1558'AND THE DISK IS STAMPED DUCK NO 2 1946.
 SN1558'
 SN1558'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE
 SN1558'STATION.  39 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE
 SN1558'HIGHWAY, 3 FEET NORTH-NORTHWEST OF A SMALL TELEPHONE POLE, AND
 SN1558'3 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3
 SN1558'INCHES AND THE DISK IS STAMPED DUCK 1946.
 SN1558'
 SN1558'TO REACH THE STATION FROM DRAKE, AT THE MUNICIPAL WATER TANK,
 SN1558'GO NORTH ON THE GRAVEL ROAD FOR 6.4 MILES TO A CROSS ROADS.  HERE
 SN1558'TURN LEFT AND GO WEST FOR 3.6 MILES TO A T INTERSECTION.  HERE
 SN1558'TURN LEFT ON HIGHWAY NO. 14 AND GO SOUTH FOR 3.1 MILES TO THE
 SN1558'STATION ON THE RIGHT AS DESCRIBED.
 SN1558'
 SN1558'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 SN1558'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 SN1558'
 SN1558'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SN1558
 SN1558                          STATION RECOVERY (1960)
 SN1558
 SN1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SN1558'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1558'CONDITION.  A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY
 SN1558'DEPARTMENT TO MOVE THE STATION MARK, R.M. NO. 1 AND THE AZIMUTH
 SN1558'MARK AS THEY WERE IN THE WAY OF HIGHWAY IMPROVEMENT.  A NEW
 SN1558'STATION WAS ESTABLISHED 40.846 FEET TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0066 ***********************************************************************
 SN0066  DESIGNATION -  DUCK 2
 SN0066  PID         -  SN0066
 SN0066  STATE/COUNTY-  ND/MCHENRY
 SN0066  USGS QUAD   -  DRAKE NW (1977)
 SN0066
 SN0066                         *CURRENT SURVEY CONTROL
 SN0066  ___________________________________________________________________
 SN0066* NAD 83(1996)-  47 58 37.07085(N)    100 27 23.96368(W)     ADJUSTED  
 SN0066* NAVD 88     -       489.422  (meters)    1605.71   (feet)  ADJUSTED  
 SN0066  ___________________________________________________________________
 SN0066  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 SN0066  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0066  DYNAMIC HT  -         489.494 (meters)    1605.95  (feet)  COMP
 SN0066  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SN0066
 SN0066  HORZ ORDER  -  THIRD
 SN0066  VERT ORDER  -  SECOND    CLASS 0
 SN0066
 SN0066.The horizontal coordinates were established by classical geodetic methods
 SN0066.and adjusted by the National Geodetic Survey in January 1998..
 SN0066
 SN0066.The orthometric height was determined by differential leveling
 SN0066.and adjusted by the National Geodetic Survey in June 1991..
 SN0066
 SN0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0066
 SN0066.The geoid height was determined by GEOID03.
 SN0066
 SN0066.The dynamic height is computed by dividing the NAVD 88
 SN0066.geopotential number by the normal gravity value computed on the
 SN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0066.degrees latitude (g = 980.6199 gals.).
 SN0066
 SN0066.The modeled gravity was interpolated from observed gravity values.
 SN0066
 SN0066;                    North         East     Units Scale Factor Converg.
 SN0066;SPC ND N     -   108,620.305   603,235.756   MT  0.99993760   +0 01 56.1
 SN0066;SPC ND N     -   356,365.83  1,979,119.93   iFT  0.99993760   +0 01 56.1
 SN0066;UTM  14      - 5,314,766.540   391,292.805   MT  0.99974521   -1 04 56.0
 SN0066
 SN0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0066!SPC ND N     -   0.99992669  x   0.99993760  =   0.99986430
 SN0066!UTM  14      -   0.99992669  x   0.99974521  =   0.99967192
 SN0066
 SN0066|---------------------------------------------------------------------|
 SN0066| PID    Reference Object                     Distance      Geod. Az  |
 SN0066|                                                           dddmmss.s |
 SN0066| SN1558 DUCK                                 12.450 METERS 07536     |
 SN0066| SN1555 DRAKE BELL TELEPHONE MICROWAVE      APPROX. 8.7 KM 1301736.8 |
 SN0066| SN1554 DRAKE MUNICIPAL TANK                APPROX. 8.7 KM 1314443.7 |
 SN0066| CO5610 DUCK AZ MK                                         1783737.1 |
 SN0066| SN0067 DUCK 2 RM 3                          14.405 METERS 17917     |
 SN0066| SN0068 DUCK 2 AZ MK                                       1793509.1 |
 SN0066| SN1599 BALFOUR ST JOSEPHS CATH CHURCH      APPROX. 6.5 KM 2404704.9 |
 SN0066| SN1595 BALFOUR LUTHERAN CHURCH CROSS       APPROX. 6.2 KM 2443433.8 |
 SN0066| SN0065 DUCK 2 RM 4                          14.105 METERS 31831     |
 SN0066|---------------------------------------------------------------------|
 SN0066
 SN0066                          SUPERSEDED SURVEY CONTROL
 SN0066
 SN0066  NAD 83(1986)-  47 58 37.07381(N)    100 27 23.96277(W) AD(       ) 3
 SN0066  NAD 27      -  47 58 37.05580(N)    100 27 22.44670(W) AD(       ) 3
 SN0066  NGVD 29 (??/??/92)  489.038  (m)         1604.45   (f) ADJ UNCH    2 0
 SN0066
 SN0066.Superseded values are not recommended for survey control.
 SN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0066.See file dsdata.txt to determine how the superseded data were derived.
 SN0066
 SN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU9129314767(NAD 83)
 SN0066_MARKER: DS = TRIANGULATION STATION DISK
 SN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0066_STAMPING: DUCK 2 1960
 SN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0066+STABILITY: SURFACE MOTION
 SN0066
 SN0066  HISTORY     - Date     Condition        Report By
 SN0066  HISTORY     - 1960     MONUMENTED       CGS
 SN0066  HISTORY     - 1962     GOOD             CGS
 SN0066  HISTORY     - 1962     GOOD             NGS
 SN0066
 SN0066                          STATION DESCRIPTION
 SN0066
 SN0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SN0066'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF DRAKE, 4 MILES
 SN0066'NORTHEAST OF BALFOUR AND ABOUT 4 MILES NORTH OF THE JUNCTION
 SN0066'OF U.S. HIGHWAY 52 AND STATE HIGHWAY 14.  IT IS ON THE WEST
 SN0066'SIDE OF HIGHWAY 14, ON TOP OF A LOW KNOLL, 100 FEET WEST OF
 SN0066'THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH OF A WHITE
 SN0066'WITNESS POST.  THE SURFACE STATION MARK PROJECTS ABOUT 3
 SN0066'INCHES AND THE DISK IS STAMPED DUCK 2 1960.
 SN0066'
 SN0066'THE UNDERGROUND MARK IS A STANDARD BENCH MARK DISK STAMPED
 SN0066'TRI STA DUCK 2 1960.
 SN0066'
 SN0066'R.M. NO. 3 IS SOUTH OF THE STATION AND ABOUT 100 FEET WEST
 SN0066'OF THE CENTERLINE OF THE HIGHWAY.  THE MARK PROJECTS ABOUT
 SN0066'3 INCHES AND THE DISK IS STAMPED DUCK NO 3 1960
 SN0066'
 SN0066'R.M. NO. 4 IS NORTHWEST OF THE STATION.  THE MARK IS ABOUT
 SN0066'FLUSH WITH THE GROUND AND THE DISK IS STAMPED DUCK 2 NO 4 1960.
 SN0066'THIS MARK WAS A REFERENCE MARK FOR STATION DUCK AND WAS NOT
 SN0066'MOVED.  THE DISK WAS RESTAMPED BUT THE ARROW ON THE DISK
 SN0066'DOES NOT POINT TOWARD THE STATION.
 SN0066'
 SN0066'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 100 FEET
 SN0066'WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTH OF
 SN0066'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 SN0066'AND THE DISK IS STAMPED DUCK 2 1960.
 SN0066'
 SN0066'TO REACH THE STATION FROM DRAKE, GO NORTHWEST ON U.S. HIGHWAY
 SN0066'52 FOR ABOUT 4 MILES TO THE JUNCTION OF STATE HIGHWAY 14,
 SN0066'TURN RIGHT AND GO NORTH ON STATE HIGHWAY 14 FOR ABOUT 4
 SN0066'MILES TO A LOW KNOLL AND STATION ON LEFT.
 SN0066
 SN0066                          STATION RECOVERY (1962)
 SN0066
 SN0066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0066'THE STATION IS LOCATED 4 MILES WEST AND 3-1/2 MILES NORTH OF THE
 SN0066'TOWN OF DRAKE, IN THE SE 1/4 OF SEC. 24, T152N, R77W, NEXT
 SN0066'TO A HIGHWAY.
 SN0066'
 SN0066'TO REACH FROM THE RAILROAD DEPOT IN DRAKE, GO NORTHWESTERLY
 SN0066'ON U.S. HIGHWAY 52 FOR 3.75 MILES TO THE JUNCTION WITH STATE
 SN0066'HIGHWAY 14.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 14 FOR
 SN0066'3.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 SN0066'STATE HIGHWAY 14 FOR 0.5 MILE TO THE STATION ON THE LEFT.
 SN0066'
 SN0066'THE STATION MARK IS A STANDARD DISK STAMPED DUCK 2 1960
 SN0066'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN0066'IS FLUSH WITH THE GROUND.  IT IS 100 FEET WEST OF THE CENTER
 SN0066'OF STATE HIGHWAY 14, 43 FEET NORTH OF A TELEPHONE POLE AND
 SN0066'0.5 FEET WEST OF THE WITNESS POST.
 SN0066'
 SN0066'REFERENCE MARK NO. 3, STAMPED DUCK 2 NO 3 1960, IS A STANDARD
 SN0066'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0066'THAT IS FLUSH WITH THE GROUND.  IT IS 100 FEET WEST OF THE
 SN0066'CENTER OF STATE HIGHWAY 14, 47 FEET SOUTH OF THE WITNESS POST
 SN0066'AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE.
 SN0066'
 SN0066'REFERENCE MARK NO. 4, STAMPED DUCK 2 NO 4 1960, IS A STANDARD
 SN0066'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0066'THAT PROJECTS 1 INCH.  IT IS 130 FEET WEST OF THE CENTER OF
 SN0066'STATE HIGHWAY 14 AND 47 FEET NORTHWEST OF THE WITNESS POST.
 SN0066'
 SN0066'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUCK 2 1960
 SN0066'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN0066'PROJECTS 4 INCHES.  IT IS 100 FEET WEST OF THE CENTER OF
 SN0066'STATE HIGHWAY 14, 15 FEET SOUTH OF A TELEPHONE POLE AND 0.9
 SN0066'FEET NORTH OF THE WITNESS POST.
 SN0066'
 SN0066'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 87.62 FEET.
 SN0066
 SN0066                          STATION RECOVERY (1962)
 SN0066
 SN0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0066'7.3 MI NW FROM DRAKE.
 SN0066'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0066'AT DRAKE, THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 140
 SN0066'YARDS SOUTH OF A DIRT ROAD INTERSECTION, 102 FEET WEST OF THE CENTER
 SN0066'LINE OF THE HIGHWAY, 43.5 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET
 SN0066'WEST OF A METAL WITNESS POST, ABOUT 22 FEET ABOVE THE LEVEL OF THE
 SN0066'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0068 ***********************************************************************
 SN0068  DESIGNATION -  DUCK 2 AZ MK
 SN0068  PID         -  SN0068
 SN0068  STATE/COUNTY-  ND/MCHENRY
 SN0068  USGS QUAD   -  DRAKE NW (1977)
 SN0068
 SN0068                         *CURRENT SURVEY CONTROL
 SN0068  ___________________________________________________________________
 SN0068* NAD 83(1986)-  47 58 08.     (N)    100 27 24.     (W)     SCALED    
 SN0068* NAVD 88     -       482.285  (meters)    1582.30   (feet)  ADJUSTED  
 SN0068  ___________________________________________________________________
 SN0068  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0068  DYNAMIC HT  -         482.355 (meters)    1582.53  (feet)  COMP
 SN0068  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 SN0068
 SN0068  VERT ORDER  -  SECOND    CLASS 0
 SN0068
 SN0068.The horizontal coordinates were scaled from a topographic map and have
 SN0068.an estimated accuracy of +/- 6 seconds.
 SN0068
 SN0068.The orthometric height was determined by differential leveling
 SN0068.and adjusted by the National Geodetic Survey in June 1991..
 SN0068
 SN0068.The geoid height was determined by GEOID03.
 SN0068
 SN0068.The dynamic height is computed by dividing the NAVD 88
 SN0068.geopotential number by the normal gravity value computed on the
 SN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0068.degrees latitude (g = 980.6199 gals.).
 SN0068
 SN0068.The modeled gravity was interpolated from observed gravity values.
 SN0068
 SN0068;                    North         East    Units  Estimated Accuracy
 SN0068;SPC ND N     -   107,720.      603,240.      MT  (+/- 180 meters Scaled)
 SN0068
 SN0068                          SUPERSEDED SURVEY CONTROL
 SN0068
 SN0068  NGVD 29 (??/??/92)  481.901  (m)         1581.04   (f) ADJ UNCH    2 0
 SN0068
 SN0068.Superseded values are not recommended for survey control.
 SN0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0068.See file dsdata.txt to determine how the superseded data were derived.
 SN0068
 SN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU912138(NAD 83)
 SN0068_MARKER: DZ = AZIMUTH MARK DISK
 SN0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0068_STAMPING: DUCK 2 1960
 SN0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0068+STABILITY: SURFACE MOTION
 SN0068
 SN0068  HISTORY     - Date     Condition        Report By
 SN0068  HISTORY     - 1960     MONUMENTED       CGS
 SN0068  HISTORY     - 1962     GOOD             NGS
 SN0068
 SN0068                          STATION DESCRIPTION
 SN0068
 SN0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0068'6.8 MI NW FROM DRAKE.
 SN0068'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0068'AT DRAKE, THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 0.35
 SN0068'MILE NORTH OF THE ENTRANCE DRIVE LEADING TO A SMALL CEMETERY, ABOUT
 SN0068'0.1 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 104 FEET
 SN0068'WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTH OF A HIGHWAY
 SN0068'RIGHT-OF-WAY MARK, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SN0068'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN0068'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0067 ***********************************************************************
 SN0067  DESIGNATION -  DUCK 2 RM 3
 SN0067  PID         -  SN0067
 SN0067  STATE/COUNTY-  ND/MCHENRY
 SN0067  USGS QUAD   -  DRAKE NW (1977)
 SN0067
 SN0067                         *CURRENT SURVEY CONTROL
 SN0067  ___________________________________________________________________
 SN0067* NAD 83(1986)-  47 58 37.     (N)    100 27 24.     (W)     SCALED    
 SN0067* NAVD 88     -       488.945  (meters)    1604.15   (feet)  ADJUSTED  
 SN0067  ___________________________________________________________________
 SN0067  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0067  DYNAMIC HT  -         489.017 (meters)    1604.38  (feet)  COMP
 SN0067  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SN0067
 SN0067  VERT ORDER  -  SECOND    CLASS 0
 SN0067
 SN0067.The horizontal coordinates were scaled from a topographic map and have
 SN0067.an estimated accuracy of +/- 6 seconds.
 SN0067
 SN0067.The orthometric height was determined by differential leveling
 SN0067.and adjusted by the National Geodetic Survey in June 1991..
 SN0067
 SN0067.The geoid height was determined by GEOID03.
 SN0067
 SN0067.The dynamic height is computed by dividing the NAVD 88
 SN0067.geopotential number by the normal gravity value computed on the
 SN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0067.degrees latitude (g = 980.6199 gals.).
 SN0067
 SN0067.The modeled gravity was interpolated from observed gravity values.
 SN0067
 SN0067;                    North         East    Units  Estimated Accuracy
 SN0067;SPC ND N     -   108,620.      603,240.      MT  (+/- 180 meters Scaled)
 SN0067
 SN0067                          SUPERSEDED SURVEY CONTROL
 SN0067
 SN0067  NGVD 29 (??/??/92)  488.561  (m)         1602.89   (f) ADJ UNCH    2 0
 SN0067
 SN0067.Superseded values are not recommended for survey control.
 SN0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0067.See file dsdata.txt to determine how the superseded data were derived.
 SN0067
 SN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU912147(NAD 83)
 SN0067_MARKER: DR = REFERENCE MARK DISK
 SN0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0067_STAMPING: DUCK 2 NO. 3 1960
 SN0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0067+STABILITY: SURFACE MOTION
 SN0067
 SN0067  HISTORY     - Date     Condition        Report By
 SN0067  HISTORY     - 1960     MONUMENTED       CGS
 SN0067  HISTORY     - 1962     GOOD             NGS
 SN0067
 SN0067                          STATION DESCRIPTION
 SN0067
 SN0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0067'7.3 MI NW FROM DRAKE.
 SN0067'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0067'AT DRAKE, THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 150
 SN0067'YARDS SOUTH OF A DIRT ROAD INTERSECTION, 100 FEET WEST OF THE CENTER
 SN0067'LINE OF THE HIGHWAY, 47.3 FEET SOUTH OF THE STATION MARK, 4 FEET SOUTH
 SN0067'OF A TELEPHONE POLE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 SN0067'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0065 ***********************************************************************
 SN0065  DESIGNATION -  DUCK 2 RM 4
 SN0065  PID         -  SN0065
 SN0065  STATE/COUNTY-  ND/MCHENRY
 SN0065  USGS QUAD   -  DRAKE NW (1977)
 SN0065
 SN0065                         *CURRENT SURVEY CONTROL
 SN0065  ___________________________________________________________________
 SN0065* NAD 83(1986)-  47 58 37.     (N)    100 27 24.     (W)     SCALED    
 SN0065* NAVD 88     -       488.846  (meters)    1603.82   (feet)  ADJUSTED  
 SN0065  ___________________________________________________________________
 SN0065  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0065  DYNAMIC HT  -         488.918 (meters)    1604.06  (feet)  COMP
 SN0065  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SN0065
 SN0065  VERT ORDER  -  SECOND    CLASS 0
 SN0065
 SN0065.The horizontal coordinates were scaled from a topographic map and have
 SN0065.an estimated accuracy of +/- 6 seconds.
 SN0065
 SN0065.The orthometric height was determined by differential leveling
 SN0065.and adjusted by the National Geodetic Survey in June 1991..
 SN0065
 SN0065.The geoid height was determined by GEOID03.
 SN0065
 SN0065.The dynamic height is computed by dividing the NAVD 88
 SN0065.geopotential number by the normal gravity value computed on the
 SN0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0065.degrees latitude (g = 980.6199 gals.).
 SN0065
 SN0065.The modeled gravity was interpolated from observed gravity values.
 SN0065
 SN0065;                    North         East    Units  Estimated Accuracy
 SN0065;SPC ND N     -   108,620.      603,240.      MT  (+/- 180 meters Scaled)
 SN0065
 SN0065                          SUPERSEDED SURVEY CONTROL
 SN0065
 SN0065  NGVD 29 (??/??/92)  488.462  (m)         1602.56   (f) ADJ UNCH    2 0
 SN0065
 SN0065.Superseded values are not recommended for survey control.
 SN0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0065.See file dsdata.txt to determine how the superseded data were derived.
 SN0065
 SN0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU912147(NAD 83)
 SN0065_MARKER: DR = REFERENCE MARK DISK
 SN0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0065_STAMPING: DUCK 2 NO 4 1960
 SN0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0065+STABILITY: SURFACE MOTION
 SN0065
 SN0065  HISTORY     - Date     Condition        Report By
 SN0065  HISTORY     - 1960     MONUMENTED       CGS
 SN0065  HISTORY     - 1962     GOOD             NGS
 SN0065
 SN0065                          STATION DESCRIPTION
 SN0065
 SN0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0065'7.3 MI NW FROM DRAKE.
 SN0065'ABOUT 3.6 MILES WEST ALONG U. S. HIGHWAY 52 FROM THE RAILROAD STATION
 SN0065'AT DRAKE, THENCE 3.7 MILES NORTH ALONG STATE HIGHWAY 14, ABOUT 135
 SN0065'YARDS SOUTH OF A DIRT ROAD INTERSECTION, 132.5 FEET WEST OF THE CENTER
 SN0065'LINE OF THE HIGHWAY, 46.4 FEET NORTHWEST OF THE STATION MARK, 10 FEET
 SN0065'EAST LINE OF THE HIGHWAY, 46.4 FEET NORTHWEST OF THE STATION MARK, 10
 SN0065'FEET EAST OF A SNOW FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE TOP OF
 SN0065'THE KNOLL ON WHICH THE MARK IS SET, AND SET IN THE TOP OF A CONCRETE
 SN0065'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0778 ***********************************************************************
 RR0778  DESIGNATION -  DUEMELAND
 RR0778  PID         -  RR0778
 RR0778  STATE/COUNTY-  ND/BURLEIGH
 RR0778  USGS QUAD   -  SIBLEY BUTTE (1975)
 RR0778
 RR0778                         *CURRENT SURVEY CONTROL
 RR0778  ___________________________________________________________________
 RR0778* NAD 83(1996)-  46 57 22.60040(N)    100 21 53.74219(W)     ADJUSTED  
 RR0778* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 RR0778  ___________________________________________________________________
 RR0778  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 RR0778  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RR0778
 RR0778  HORZ ORDER  -  FIRST
 RR0778
 RR0778.The horizontal coordinates were established by classical geodetic methods
 RR0778.and adjusted by the National Geodetic Survey in January 1998..
 RR0778
 RR0778.The orthometric height was scaled from a topographic map.
 RR0778
 RR0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0778
 RR0778.The geoid height was determined by GEOID03.
 RR0778
 RR0778;                    North         East     Units Scale Factor Converg.
 RR0778;SPC ND S     -   143,358.400   610,280.742   MT  0.99993810   +0 05 54.7
 RR0778;SPC ND S     -   470,335.96  2,002,233.41   iFT  0.99993810   +0 05 54.7
 RR0778;UTM  14      - 5,201,209.590   396,146.569   MT  0.99973256   -0 59 51.4
 RR0778
 RR0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0778!SPC ND S     -   0.99990196  x   0.99993810  =   0.99984007
 RR0778!UTM  14      -   0.99990196  x   0.99973256  =   0.99963455
 RR0778
 RR0778:                Primary Azimuth Mark                     Grid Az
 RR0778:SPC ND S     -  DUEMELAND AZ MK                          084 38 35.4
 RR0778:UTM  14      -  DUEMELAND AZ MK                          085 44 21.5
 RR0778
 RR0778|---------------------------------------------------------------------|
 RR0778| PID    Reference Object                     Distance      Geod. Az  |
 RR0778|                                                           dddmmss.s |
 RR0778| CO4847 DUEMELAND AZ MK                                    0844430.1 |
 RR0778| CO4848 DUEMELAND RM 1                        8.102 METERS 21515     |
 RR0778| CO4849 DUEMELAND RM 2                        8.662 METERS 33324     |
 RR0778|---------------------------------------------------------------------|
 RR0778
 RR0778                          SUPERSEDED SURVEY CONTROL
 RR0778
 RR0778  NAD 83(1986)-  46 57 22.58868(N)    100 21 53.72287(W) AD(       ) 1
 RR0778  NAD 27      -  46 57 22.62700(N)    100 21 52.32900(W) AD(       ) 1
 RR0778
 RR0778.Superseded values are not recommended for survey control.
 RR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0778.See file dsdata.txt to determine how the superseded data were derived.
 RR0778
 RR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9614701210(NAD 83)
 RR0778_MARKER: DS = TRIANGULATION STATION DISK
 RR0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0778
 RR0778  HISTORY     - Date     Condition        Report By
 RR0778  HISTORY     - 1948     MONUMENTED       CGS
 RR0778  HISTORY     - 1957     GOOD             CGS
 RR0778  HISTORY     - 1971     GOOD             LOCENG
 RR0778
 RR0778                          STATION DESCRIPTION
 RR0778
 RR0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0778'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF STERLING,
 RR0778'3-1/2 MILES WEST OF STATE HIGHWAY 14 AND ON LAND OWNED BY THE
 RR0778'STATE OF NORTH DAKOTA.
 RR0778'
 RR0778'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 83, 10
 RR0778'AND STATE HIGHWAY 14, GO NORTH ON STATE HIGHWAY 14 FOR 9 MILES
 RR0778'TO A CROSSROAD, TURN LEFT AND GO 3 MILES TO THE PATERSON RANCH,
 RR0778'CONTINUE ON WEST FOR 0.35 MILE TO A WIRE GATE ON THE RIGHT, PASS
 RR0778'THROUGH GATE AND FOLLOW TRACK ROAD IN A NORTHWESTERLY DIRECTION
 RR0778'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RR0778'CONTINUE ON NORTHERLY FOR 0.1 MILE, THENCE LEFT ACROSS PASTURE
 RR0778'LAND FOR 0.4 MILE TO THE SUMMIT OF BLUFF AND THE STATION AS
 RR0778'DESCRIBED.
 RR0778'
 RR0778'THE STATION MARK IS 35 FEET WEST OF THE EAST EDGE OF THE BLUFF
 RR0778'AND 27 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.  THE MARK IS
 RR0778'A SQUARE 12-INCH CONCRETE BLOCK THAT PROJECTS 4 INCHES.  IN
 RR0778'THE TOP OF THE BLOCK IS A STANDARD STATION MARK DISK THAT IS
 RR0778'STAMPED DUEMELAND 1948.
 RR0778'
 RR0778'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 RR0778'DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 RR0778'GROUND.  THE DISK IS STAMPED DUEMELAND NO 1 1948.
 RR0778'
 RR0778'REFERENCE MARK NO. 2 IS A SQUARE 12-INCH CONCRETE BLOCK THAT
 RR0778'PROJECTS 3 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD
 RR0778'REFERENCE MARK DISK THAT IS STAMPED DUEMELAND NO 2 1948.
 RR0778'
 RR0778'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 11 FEET
 RR0778'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 2 FEET
 RR0778'WEST-NORTHWEST OF A WITNESS POST AND 2 FEET NORTH OF A PROMINENT
 RR0778'BOULDER.  THE MARK IS A SQUARE 12-INCH CONCRETE BLOCK THAT
 RR0778'PROJECTS 7 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD AZIMUTH
 RR0778'MARK DISK THAT IS STAMPED DUEMELAND 1948.
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION EXCELSIOR
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION DRISCOLL
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION TRAUTMAN
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION LONG
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION HOERR
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION DAVENPORT 1934.
 RR0778'
 RR0778'A FOUR FOOT STAND WILL SEE TRIANGULATION STATION NAUGHTON 1945
 RR0778'
 RR0778'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0778
 RR0778                          STATION RECOVERY (1957)
 RR0778
 RR0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0778'THE STATION MARK, AZIMUTH MARK AND R.M. NO. 2 WERE RECOVERED AS
 RR0778'DESCRIBED AND FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS GONE BUT
 RR0778'THE DRILL HOLE IN WHICH THE DISK HAD BEEN SET WAS RECOVERED.
 RR0778'A DISK, STAMPED DUEMELAND NO 1 1948 1957, WAS SET IN THE DRILL
 RR0778'HOLE.  NO MEASUREMENTS OR OBSERVATIONS WERE MADE AT THIS STATION
 RR0778'IN 1957.
 RR0778'
 RR0778'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0778
 RR0778                          STATION RECOVERY (1971)
 RR0778
 RR0778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 RR0778'RECOVERED BY E.H. SCHMIDT CORP
 RR0778'
 RR0778'VERY GOOD
 RR0778'
 RR0778'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0599 ***********************************************************************
 RQ0599  DESIGNATION -  DUFF
 RQ0599  PID         -  RQ0599
 RQ0599  STATE/COUNTY-  ND/BARNES
 RQ0599  USGS QUAD   -  MOON LAKE (1970)
 RQ0599
 RQ0599                         *CURRENT SURVEY CONTROL
 RQ0599  ___________________________________________________________________
 RQ0599* NAD 83(1996)-  46 49 13.31405(N)    098 09 14.87025(W)     ADJUSTED  
 RQ0599* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 RQ0599  ___________________________________________________________________
 RQ0599  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 RQ0599  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 RQ0599
 RQ0599  HORZ ORDER  -  SECOND
 RQ0599
 RQ0599.The horizontal coordinates were established by classical geodetic methods
 RQ0599.and adjusted by the National Geodetic Survey in January 1998..
 RQ0599
 RQ0599.The orthometric height was scaled from a topographic map.
 RQ0599
 RQ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0599
 RQ0599.The geoid height was determined by GEOID03.
 RQ0599
 RQ0599;                    North         East     Units Scale Factor Converg.
 RQ0599;SPC ND S     -   130,913.872   778,976.455   MT  0.99993588   +1 42 39.7
 RQ0599;SPC ND S     -   429,507.45  2,555,697.03   iFT  0.99993588   +1 42 39.7
 RQ0599;UTM  14      - 5,185,549.563   564,522.776   MT  0.99965117   +0 37 00.6
 RQ0599
 RQ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0599!SPC ND S     -   0.99993206  x   0.99993588  =   0.99986795
 RQ0599!UTM  14      -   0.99993206  x   0.99965117  =   0.99958325
 RQ0599
 RQ0599:                Primary Azimuth Mark                     Grid Az
 RQ0599:SPC ND S     -  STANDARD OIL CO RADIO MAST               045 25 13.9
 RQ0599:UTM  14      -  STANDARD OIL CO RADIO MAST               046 30 53.0
 RQ0599
 RQ0599|---------------------------------------------------------------------|
 RQ0599| PID    Reference Object                     Distance      Geod. Az  |
 RQ0599|                                                           dddmmss.s |
 RQ0599| RQ0596 STANDARD OIL CO RADIO MAST          APPROX. 4.5 KM 0470753.6 |
 RQ0599| CO4850 DUFF AZ MK                                         0534033.5 |
 RQ0599| CO4851 DUFF RM 1                             8.430 METERS 07238     |
 RQ0599| CO4852 DUFF RM 2                             9.323 METERS 15724     |
 RQ0599|---------------------------------------------------------------------|
 RQ0599
 RQ0599                          SUPERSEDED SURVEY CONTROL
 RQ0599
 RQ0599  NAD 83(1986)-  46 49 13.31861(N)    098 09 14.86009(W) AD(       ) 2
 RQ0599  NAD 27      -  46 49 13.38900(N)    098 09 13.52800(W) AD(       ) 2
 RQ0599
 RQ0599.Superseded values are not recommended for survey control.
 RQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0599.See file dsdata.txt to determine how the superseded data were derived.
 RQ0599
 RQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6452385550(NAD 83)
 RQ0599_MARKER: DS = TRIANGULATION STATION DISK
 RQ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0599
 RQ0599  HISTORY     - Date     Condition        Report By
 RQ0599  HISTORY     - 1954     MONUMENTED       CGS
 RQ0599  HISTORY     - 1961     GOOD             CGS
 RQ0599
 RQ0599                          STATION DESCRIPTION
 RQ0599
 RQ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0599'THE STATION IS NEAR THE CENTER OF THE SOUTH SIDE OF SEC. 29,
 RQ0599'T. 139 N. R. 59 W. NEAR THE SOUTHWEST LIMITS OF SOME LOW GRASSY
 RQ0599'KNOLLS, ON LAND OWNED BY MR. BERNARD KJELLAND.  IT IS 10 MILES
 RQ0599'SOUTHWEST OF VALLEY CITY, 9 MILES SOUTH-SOUTHEAST OF SANBORN AND
 RQ0599'3-1/2 MILES WEST OF STATE HIGHWAY 1.
 RQ0599'
 RQ0599'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND 52 AND
 RQ0599'STATE HIGHWAY 1 WEST OF VALLEY CITY, GO SOUTH ON STATE HIGHWAY
 RQ0599'1 FOR 4.65 MILES TO A CROSSROAD AND A TWO-WIRE TELEPHONE LINE
 RQ0599'CROSSING HIGHWAY, TURN RIGHT, WEST, PASS BETWEEN A WHITE HOUSE
 RQ0599'ON THE RIGHT AND A WHITE BUILDING ON THE LEFT GO 3 MILES
 RQ0599'TO A T-ROAD, TURN LEFT, SOUTH, GO 1.5 MILES TO A DRIVEWAY
 RQ0599'AND A FARMYARD ON THE RIGHT, TURN RIGHT PASS THROUGH A WIRE
 RQ0599'GATE AT THE SOUTHWEST CORNER OF A METAL BARN AND GO 0.2 MILE
 RQ0599'TO A FENCE CORNER, TURN RIGHT, WEST, GO 90 FEET TO THE
 RQ0599'AZIMUTH MARK ON THE RIGHT, BEAR SOUTHWEST FROM HERE AND GO
 RQ0599'CROSS COUNTRY FOR 0.5 MILE TO THE STATION WHICH IS NEAR
 RQ0599'THE SOUTHWEST LIMITS OF A GROUP OF LOW KNOLLS.
 RQ0599'
 RQ0599'THE STATION MARK, 100 YARDS NORTH OF AN EAST-WEST ROAD, 4
 RQ0599'FEET NORTH OF A WHITE POST, PROJECTS 5 INCHES, AND THE DISK
 RQ0599'IS STAMPED DUFF 1954.
 RQ0599'
 RQ0599'REFERENCE MARK NO. 1, NORTHEAST AND 3 FEET LOWER THAN THE
 RQ0599'STATION, IS IN THE TOP OF A 1 BY 3 FOOT BOULDER, PROJECTS
 RQ0599'8 INCHES, AND THE DISK IS STAMPED DUFF NO 1 1954.
 RQ0599'
 RQ0599'REFERENCE MARK NO. 2, IS SOUTHEAST OF AND APPROXIMATELY 2
 RQ0599'FEET LOWER THAN THE STATION, IS IN THE TOP OF A 1 BY 3 FOOT
 RQ0599'BOULDER, PROJECTS 4 INCHES, AND THE DISK IS STAMPED DUFF NO
 RQ0599'2 1954.
 RQ0599'
 RQ0599'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTHEAST OF THE
 RQ0599'STATION, 90 FEET WEST OF A FENCE CORNER, 3 FEET WEST OF A
 RQ0599'WHITE POST, 2 FEET SOUTH OF A FENCE LINE, PROJECTS 6 INCHES,
 RQ0599'AND THE DISK IS STAMPED DUFF 1954.
 RQ0599
 RQ0599                          STATION RECOVERY (1961)
 RQ0599
 RQ0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0599'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0599'CONDITION.
 RQ0599'
 RQ0599'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND
 RQ0599'STATE HIGHWAY 1, ABOUT 4.0 MILES WEST OF VALLEY CITY, GO SOUTH
 RQ0599'ON STATE HIGHWAY 1 FOR 0.4 MILE TO CROSSROADS, TURN RIGHT
 RQ0599'AND GO WEST ON GRAVEL AND SURFACED ROAD FOR 2.0 MILES TO A
 RQ0599'SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO
 RQ0599'CROSSROADS, TURN RIGHT AND GO WEST FOR 1.0 MILE TO A SIDE
 RQ0599'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 3.0 MILES TO CROSSROADS,
 RQ0599'CONTINUE SOUTH FOR 0.55 MILE TO A DRIVEWAY AND A FARMYARD
 RQ0599'ON THE RIGHT, TURN RIGHT THEN PASS THROUGH A GATE AT THE
 RQ0599'SOUTHWEST CORNER OF A METAL BARN AND GO SOUTH FOR 0.2 MILE
 RQ0599'TO A FENCE CORNER ON THE RIGHT, TURN RIGHT AND GO WEST FOR 90
 RQ0599'FEET TO TOP OF LOW RIDGE AND AZIMUTH MARK ON THE RIGHT,
 RQ0599'BEAR LEFT AND PICK ROAD SOUTHWEST ACROSS PASTURE FOR ABOUT
 RQ0599'0.5 MILE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0734 ***********************************************************************
 TG0734  DESIGNATION -  DUN
 TG0734  PID         -  TG0734
 TG0734  STATE/COUNTY-  ND/MOUNTRAIL
 TG0734  USGS QUAD   -  BELDEN SE (1981)
 TG0734
 TG0734                         *CURRENT SURVEY CONTROL
 TG0734  ___________________________________________________________________
 TG0734* NAD 83(1996)-  48 05 44.13217(N)    102 15 23.50353(W)     ADJUSTED  
 TG0734* NAVD 88     -       680.120  (meters)    2231.36   (feet)  ADJUSTED  
 TG0734  ___________________________________________________________________
 TG0734  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 TG0734  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0734  DYNAMIC HT  -         680.218 (meters)    2231.68  (feet)  COMP
 TG0734  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 TG0734
 TG0734  HORZ ORDER  -  FIRST
 TG0734  VERT ORDER  -  SECOND    CLASS 0
 TG0734
 TG0734.The horizontal coordinates were established by classical geodetic methods
 TG0734.and adjusted by the National Geodetic Survey in January 1998..
 TG0734
 TG0734.The orthometric height was determined by differential leveling
 TG0734.and adjusted by the National Geodetic Survey in June 1991..
 TG0734
 TG0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0734
 TG0734.The geoid height was determined by GEOID03.
 TG0734
 TG0734.The dynamic height is computed by dividing the NAVD 88
 TG0734.geopotential number by the normal gravity value computed on the
 TG0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0734.degrees latitude (g = 980.6199 gals.).
 TG0734
 TG0734.The modeled gravity was interpolated from observed gravity values.
 TG0734
 TG0734;                    North         East     Units Scale Factor Converg.
 TG0734;SPC ND N     -   123,301.201   469,180.500   MT  0.99993586   -1 18 25.5
 TG0734;SPC ND N     -   404,531.50  1,539,306.10   iFT  0.99993586   -1 18 25.5
 TG0734;UTM  13      - 5,330,566.008   704,263.924   MT  1.00011270   +2 02 33.2
 TG0734
 TG0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0734!SPC ND N     -   0.99989627  x   0.99993586  =   0.99983214
 TG0734!UTM  13      -   0.99989627  x   1.00011270  =   1.00000896
 TG0734
 TG0734|---------------------------------------------------------------------|
 TG0734| PID    Reference Object                     Distance      Geod. Az  |
 TG0734|                                                           dddmmss.s |
 TG0734| TG0735 DUN RM 1                             45.095 METERS 08932     |
 TG0734| TG0733 DUN RM 2                             26.996 METERS 17842     |
 TG0734| TG0732 DUN AZ MK                                          2683254.5 |
 TG0734| CQ8263 DUN RM 3                             14.497 METERS 30555     |
 TG0734|---------------------------------------------------------------------|
 TG0734
 TG0734                          SUPERSEDED SURVEY CONTROL
 TG0734
 TG0734  NAD 83(1986)-  48 05 44.13245(N)    102 15 23.49986(W) AD(       ) 1
 TG0734  NAD 27      -  48 05 44.07310(N)    102 15 21.88880(W) AD(       ) 1
 TG0734  NGVD 29 (??/??/92)  679.673  (m)         2229.89   (f) ADJ UNCH    2 0
 TG0734
 TG0734.Superseded values are not recommended for survey control.
 TG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0734.See file dsdata.txt to determine how the superseded data were derived.
 TG0734
 TG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0426430566(NAD 83)
 TG0734_MARKER: DS = TRIANGULATION STATION DISK
 TG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0734_STAMPING: DUN 1946
 TG0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0734+STABILITY: SURFACE MOTION
 TG0734
 TG0734  HISTORY     - Date     Condition        Report By
 TG0734  HISTORY     - 1946     MONUMENTED       CGS
 TG0734  HISTORY     - 1962     GOOD             CGS
 TG0734  HISTORY     - 1963     GOOD             NGS
 TG0734
 TG0734                          STATION DESCRIPTION
 TG0734
 TG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0734'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF VAN HOOK,
 TG0734'6 MILES SOUTHEAST OF BELDEN, 70 FEET NORTHEAST OF CROSSROADS,
 TG0734'47 FEET NORTH OF THE CENTERLINE OF GRADED ROAD AND 9 FEET SOUTH
 TG0734'OF WITNESS POST ON A SLIGHT RISE WHICH IS THE HIGHEST GROUND
 TG0734'IN THE IMMEDIATE VICINITY.  THE MARK PROJECTS 4 INCHES AND THE
 TG0734'DISK IS STAMPED DUN 1946.
 TG0734'
 TG0734'REFERENCE MARK NO. 1 IS 148.00 FEET EAST OF THE STATION AND 47
 TG0734'FEET NORTH OF THE CENTERLINE OF GRADED ROAD.  THE MARK PROJECTS
 TG0734'6 INCHES AND THE DISK IS STAMPED DUN NO 1 1946.
 TG0734'
 TG0734'REFERENCE MARK NO. 2 IS 88.51 FEET SOUTH OF THE STATION, 42
 TG0734'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD, 25 FEET EAST OF
 TG0734'FENCE CORNER, 2 FEET WEST OF TELEPHONE POLE AND 1 FOOT SOUTH OF
 TG0734'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUN
 TG0734'NO 2 1946.
 TG0734'
 TG0734'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION, 42 FEET SOUTH
 TG0734'OF THE CENTERLINE OF GRADED ROAD, 3 FEET NORTH OF WITNESS POST
 TG0734'AND 2 FEET NORTHEAST OF TELEPHONE POLE.  THE MARK PROJECTS 4
 TG0734'INCHES AND THE DISK IS STAMPED DUN 1946.
 TG0734'
 TG0734'TO REACH THE STATION FROM THE CROSSROADS IN BELDEN WHICH IS
 TG0734'ABOUT 13 MILES SOUTH OF STANLEY, GO SOUTH ON STATE HIGHWAY 8 FOR
 TG0734'5.0 MILES TO CROSSROADS.  TURN LEFT AND GO EAST ON GRADED ROAD
 TG0734'FOR 3.0 MILES TO A GRADED ROAD LEFT.  TURN LEFT AND GO NORTH 1.0
 TG0734'MILE TO CROSSROADS.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR
 TG0734'0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TG0734'CONTINUE EAST ON GRADED ROAD FOR 0.6 MILE TO CROSSROADS AND THE
 TG0734'STATION ON THE LEFT IN THE NORTHEAST ANGLE.
 TG0734'
 TG0734'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 TG0734
 TG0734                          STATION RECOVERY (1962)
 TG0734
 TG0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0734'THE STATION IS LOCATED 6-1/2 MILES WEST AND 10-1/2 MILES NORTH OF
 TG0734'THE TOWN OF PARSHALL, IN THE SOUTHERN 1/2 OF SEC. 4, T153N,
 TG0734'R90W, ON THE NORTH SIDE OF A ROAD.
 TG0734'
 TG0734'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 TG0734'
 TG0734'THE STATION HAD TO BE OCCUPIED ECCENTRIC SO A NEW REFERENCE
 TG0734'MARK NO. 3 WAS ESTABLISHED AND OCCUPPIED AS THE STATION.
 TG0734'
 TG0734'TO REACH FROM THE POST OFFICE IN PARSHALL, GO NORTH 1/2 BLOCK.
 TG0734'TURN RIGHT AND GO EAST FOR 0.2 MILE TO STATE HIGHWAY 37.  TURN
 TG0734'LEFT AND FOLLOW STATE HIGHWAY 37 NORTH FOR 1.9 MILES TO THE
 TG0734'JUNCTION OF STATE HIGHWAY 23 AND STATE HIGHWAY 37.  TURN LEFT AND
 TG0734'FOLLOW STATE HIGHWAY 23 WEST FOR 9.8 MILES TO THE JUNCTION OF
 TG0734'STATE HIGHWAY 23 AND STATE HIGHWAY 8.  TURN RIGHT AND
 TG0734'FOLLOW STATE HIGHWAY 8 NORTH FOR 7.5 MILES TO A CROSSROAD.
 TG0734'TURN RIGHT AND FOLLOW THE GRAVELED ROAD EAST FOR 3 MILES,
 TG0734'THENCE NORTH FOR 1 MILE, THENCE EAST FOR 0.9 MILE TO THE
 TG0734'AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.  CONTINUE
 TG0734'AHEAD, EAST, FOR 0.6 MILE TO THE STATION ON THE LEFT, NORTH,
 TG0734'SIDE OF THE ROAD.
 TG0734'
 TG0734'REFERENCE MARK NO. 3, STAMPED DUN 1946 NO 3 1962, IS A STANDARD
 TG0734'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG0734'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 84
 TG0734'FEET NORTH OF THE CENTER OF A ROAD AND 50.6 FEET NORTHWEST OF
 TG0734'A WITNESS POST.
 TG0734'
 TG0734'THE DISTANCE FROM R.M. 3 TO R.M. 1 IS 178.82 FEET OR 54.504
 TG0734'METERS.
 TG0734
 TG0734                          STATION RECOVERY (1963)
 TG0734
 TG0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0734'8.6 MI SE FROM BELDEN.
 TG0734'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0734'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0734'SOUTH ALONG A TRACK ROAD, THENCE 1.5 MILES EAST ALONG A GRAVELED
 TG0734'COUNTY ROAD, AT THE CREST OF A HILL, 148.0 FEET WEST OF R.M. 1, 88.5
 TG0734'FEET NORTH ACROSS THE ROAD FROM R.M. 2, 47.0 FEET NORTH OF THE
 TG0734'CENTERLINE OF THE ROAD, 38.6 FEET WEST OF A POWER POLE, 2.5 FEET
 TG0734'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 TG0734'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT, S 4, R 90 W, T 153
 TG0734'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0732 ***********************************************************************
 TG0732  DESIGNATION -  DUN AZ MK
 TG0732  PID         -  TG0732
 TG0732  STATE/COUNTY-  ND/MOUNTRAIL
 TG0732  USGS QUAD   -  BELDEN SE (1981)
 TG0732
 TG0732                         *CURRENT SURVEY CONTROL
 TG0732  ___________________________________________________________________
 TG0732* NAD 83(1986)-  48 05 42.     (N)    102 16 10.     (W)     SCALED    
 TG0732* NAVD 88     -       674.736  (meters)    2213.70   (feet)  ADJUSTED  
 TG0732  ___________________________________________________________________
 TG0732  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0732  DYNAMIC HT  -         674.832 (meters)    2214.01  (feet)  COMP
 TG0732  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 TG0732
 TG0732  VERT ORDER  -  SECOND    CLASS 0
 TG0732
 TG0732.The horizontal coordinates were scaled from a topographic map and have
 TG0732.an estimated accuracy of +/- 6 seconds.
 TG0732
 TG0732.The orthometric height was determined by differential leveling
 TG0732.and adjusted by the National Geodetic Survey in June 1991..
 TG0732
 TG0732.The geoid height was determined by GEOID03.
 TG0732
 TG0732.The dynamic height is computed by dividing the NAVD 88
 TG0732.geopotential number by the normal gravity value computed on the
 TG0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0732.degrees latitude (g = 980.6199 gals.).
 TG0732
 TG0732.The modeled gravity was interpolated from observed gravity values.
 TG0732
 TG0732;                    North         East    Units  Estimated Accuracy
 TG0732;SPC ND N     -   123,260.      468,220.      MT  (+/- 180 meters Scaled)
 TG0732
 TG0732                          SUPERSEDED SURVEY CONTROL
 TG0732
 TG0732  NGVD 29 (??/??/92)  674.287  (m)         2212.22   (f) ADJ UNCH    2 0
 TG0732
 TG0732.Superseded values are not recommended for survey control.
 TG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0732.See file dsdata.txt to determine how the superseded data were derived.
 TG0732
 TG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP033304(NAD 83)
 TG0732_MARKER: DZ = AZIMUTH MARK DISK
 TG0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0732_STAMPING: DUN 1946
 TG0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0732+STABILITY: SURFACE MOTION
 TG0732
 TG0732  HISTORY     - Date     Condition        Report By
 TG0732  HISTORY     - 1946     MONUMENTED       CGS
 TG0732  HISTORY     - 1963     GOOD             NGS
 TG0732
 TG0732                          STATION DESCRIPTION
 TG0732
 TG0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0732'7.95 MI SE FROM BELDEN.
 TG0732'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0732'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0732'SOUTH ALONG A TRACK ROAD, THENCE 0.85 MILE EAST ALONG A GRAVELED
 TG0732'COUNTY ROAD, ON THE CREST OF A SMALL HILL, 42.5 FEET SOUTH OF THE
 TG0732'CENTERLINE OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 TG0732'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0732'CONCRETE POST PROJECTING 0.3 FOOT, S 8, R 90 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0735 ***********************************************************************
 TG0735  DESIGNATION -  DUN RM 1
 TG0735  PID         -  TG0735
 TG0735  STATE/COUNTY-  ND/MOUNTRAIL
 TG0735  USGS QUAD   -  BELDEN SE (1981)
 TG0735
 TG0735                         *CURRENT SURVEY CONTROL
 TG0735  ___________________________________________________________________
 TG0735* NAD 83(1986)-  48 05 44.     (N)    102 15 23.     (W)     SCALED    
 TG0735* NAVD 88     -       679.634  (meters)    2229.77   (feet)  ADJUSTED  
 TG0735  ___________________________________________________________________
 TG0735  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0735  DYNAMIC HT  -         679.732 (meters)    2230.09  (feet)  COMP
 TG0735  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 TG0735
 TG0735  VERT ORDER  -  SECOND    CLASS 0
 TG0735
 TG0735.The horizontal coordinates were scaled from a topographic map and have
 TG0735.an estimated accuracy of +/- 6 seconds.
 TG0735
 TG0735.The orthometric height was determined by differential leveling
 TG0735.and adjusted by the National Geodetic Survey in June 1991..
 TG0735
 TG0735.The geoid height was determined by GEOID03.
 TG0735
 TG0735.The dynamic height is computed by dividing the NAVD 88
 TG0735.geopotential number by the normal gravity value computed on the
 TG0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0735.degrees latitude (g = 980.6199 gals.).
 TG0735
 TG0735.The modeled gravity was interpolated from observed gravity values.
 TG0735
 TG0735;                    North         East    Units  Estimated Accuracy
 TG0735;SPC ND N     -   123,300.      469,190.      MT  (+/- 180 meters Scaled)
 TG0735
 TG0735                          SUPERSEDED SURVEY CONTROL
 TG0735
 TG0735  NGVD 29 (??/??/92)  679.187  (m)         2228.30   (f) ADJ UNCH    2 0
 TG0735
 TG0735.Superseded values are not recommended for survey control.
 TG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0735.See file dsdata.txt to determine how the superseded data were derived.
 TG0735
 TG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP042305(NAD 83)
 TG0735_MARKER: DR = REFERENCE MARK DISK
 TG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0735_STAMPING: DUN NO 1 1946
 TG0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0735+STABILITY: SURFACE MOTION
 TG0735
 TG0735  HISTORY     - Date     Condition        Report By
 TG0735  HISTORY     - 1946     MONUMENTED       CGS
 TG0735  HISTORY     - 1963     GOOD             NGS
 TG0735
 TG0735                          STATION DESCRIPTION
 TG0735
 TG0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0735'8.6 MI SE FROM BELDEN.
 TG0735'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE WHITE CHURCH AT
 TG0735'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0735'SOUTH ALONG A TRACK ROAD, THENCE 1.5 MILES EAST ALONG A GRAVELED
 TG0735'COUNTY ROAD, 148.0 FEET EAST OF THE STATION MARK, 47.0 FEET NORTH OF
 TG0735'THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 TG0735'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT, S 4, R 90 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0733 ***********************************************************************
 TG0733  DESIGNATION -  DUN RM 2
 TG0733  PID         -  TG0733
 TG0733  STATE/COUNTY-  ND/MOUNTRAIL
 TG0733  USGS QUAD   -  BELDEN SE (1981)
 TG0733
 TG0733                         *CURRENT SURVEY CONTROL
 TG0733  ___________________________________________________________________
 TG0733* NAD 83(1986)-  48 05 44.     (N)    102 15 23.     (W)     SCALED    
 TG0733* NAVD 88     -       679.240  (meters)    2228.47   (feet)  ADJUSTED  
 TG0733  ___________________________________________________________________
 TG0733  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0733  DYNAMIC HT  -         679.337 (meters)    2228.79  (feet)  COMP
 TG0733  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 TG0733
 TG0733  VERT ORDER  -  SECOND    CLASS 0
 TG0733
 TG0733.The horizontal coordinates were scaled from a topographic map and have
 TG0733.an estimated accuracy of +/- 6 seconds.
 TG0733
 TG0733.The orthometric height was determined by differential leveling
 TG0733.and adjusted by the National Geodetic Survey in June 1991..
 TG0733
 TG0733.The geoid height was determined by GEOID03.
 TG0733
 TG0733.The dynamic height is computed by dividing the NAVD 88
 TG0733.geopotential number by the normal gravity value computed on the
 TG0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0733.degrees latitude (g = 980.6199 gals.).
 TG0733
 TG0733.The modeled gravity was interpolated from observed gravity values.
 TG0733
 TG0733;                    North         East    Units  Estimated Accuracy
 TG0733;SPC ND N     -   123,300.      469,190.      MT  (+/- 180 meters Scaled)
 TG0733
 TG0733                          SUPERSEDED SURVEY CONTROL
 TG0733
 TG0733  NGVD 29 (??/??/92)  678.792  (m)         2227.00   (f) ADJ UNCH    2 0
 TG0733
 TG0733.Superseded values are not recommended for survey control.
 TG0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0733.See file dsdata.txt to determine how the superseded data were derived.
 TG0733
 TG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP042305(NAD 83)
 TG0733_MARKER: DR = REFERENCE MARK DISK
 TG0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0733_STAMPING: DUN NO 2 1946
 TG0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0733+STABILITY: SURFACE MOTION
 TG0733
 TG0733  HISTORY     - Date     Condition        Report By
 TG0733  HISTORY     - 1946     MONUMENTED       CGS
 TG0733  HISTORY     - 1963     GOOD             NGS
 TG0733
 TG0733                          STATION DESCRIPTION
 TG0733
 TG0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0733'8.6 MI SE FROM BELDEN.
 TG0733'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE WHITE CHURCH AT
 TG0733'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0733'SOUTH ALONG A TRACK ROAD, THENCE 1.5 MILES EAST ALONG A GRAVELED
 TG0733'COUNTY ROAD, 88.5 FEET SOUTH ACROSS THE ROAD FROM THE STATION MARK,
 TG0733'42.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 25.0 FEET EAST OF A
 TG0733'FENCE CORNER, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0733'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT, S 4, R 90 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0756 ***********************************************************************
 SO0756  DESIGNATION -  DUNN CENTER
 SO0756  PID         -  SO0756
 SO0756  STATE/COUNTY-  ND/DUNN
 SO0756  USGS QUAD   -  DUNN CENTER (1973)
 SO0756
 SO0756                         *CURRENT SURVEY CONTROL
 SO0756  ___________________________________________________________________
 SO0756* NAD 83(1996)-  47 21 17.49044(N)    102 37 27.33383(W)     ADJUSTED  
 SO0756* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 SO0756  ___________________________________________________________________
 SO0756  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 SO0756  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0756
 SO0756  HORZ ORDER  -  FIRST
 SO0756
 SO0756.The horizontal coordinates were established by classical geodetic methods
 SO0756.and adjusted by the National Geodetic Survey in January 1998..
 SO0756
 SO0756.The orthometric height was scaled from a topographic map.
 SO0756
 SO0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0756
 SO0756.The geoid height was determined by GEOID03.
 SO0756
 SO0756;                    North         East     Units Scale Factor Converg.
 SO0756;SPC ND S     -   189,829.057   439,533.377   MT  0.99997707   -1 32 57.8
 SO0756;SPC ND S     -   622,798.74  1,442,038.64   iFT  0.99997707   -1 32 57.8
 SO0756;UTM  13      - 5,247,336.263   679,413.554   MT  0.99999560   +1 44 52.7
 SO0756
 SO0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0756!SPC ND S     -   0.99989752  x   0.99997707  =   0.99987459
 SO0756!UTM  13      -   0.99989752  x   0.99999560  =   0.99989312
 SO0756
 SO0756|---------------------------------------------------------------------|
 SO0756| PID    Reference Object                     Distance      Geod. Az  |
 SO0756|                                                           dddmmss.s |
 SO0756| CQ8271 DUNN CENTER RM 1                     14.185 METERS 14715     |
 SO0756| SO0757 DUNN CENTER OCCIDENT ELEVATOR       472.067 METERS 1671046.9 |
 SO0756| SO0374 G 82                                470.531 METERS 2480042.4 |
 SO0756| CQ8272 DUNN CENTER RM 2                     11.253 METERS 31409     |
 SO0756|---------------------------------------------------------------------|
 SO0756
 SO0756                          SUPERSEDED SURVEY CONTROL
 SO0756
 SO0756  NAD 83(1986)-  47 21 17.48615(N)    102 37 27.32747(W) AD(       ) 1
 SO0756  NAD 27      -  47 21 17.44000(N)    102 37 25.67100(W) AD(       ) 1
 SO0756
 SO0756.Superseded values are not recommended for survey control.
 SO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0756.See file dsdata.txt to determine how the superseded data were derived.
 SO0756
 SO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN7941447336(NAD 83)
 SO0756_MARKER: DS = TRIANGULATION STATION DISK
 SO0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0756
 SO0756  HISTORY     - Date     Condition        Report By
 SO0756  HISTORY     - 1941     MONUMENTED       CGS
 SO0756  HISTORY     - 1980     GOOD             LOCENG
 SO0756
 SO0756                          STATION DESCRIPTION
 SO0756
 SO0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0756'STATION IS IN THE TOWN OF DUNN CENTER, IN THE SW CORNER OF THE
 SO0756'PUBLIC SCHOOL GROUNDS AND 151 FEET W OF THE SW CORNER OF THE
 SO0756'SCHOOL BUILDING.  IT IS STAMPED DUNN CENTER 1941 AND IS FLUSH
 SO0756'WITH THE SURFACE OF THE GROUND.
 SO0756'
 SO0756'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 SO0756'DISKS SET IN CONCRETE.
 SO0756'
 SO0756'REFERENCE MARK NO. 1 IS 136 FEET WSW OF THE SW CORNER OF THE
 SO0756'SCHOOL BUILDING.  IT IS STAMPED DUNN CENTER NO. 1 1941 AND IS
 SO0756'FLUSH WITH THE SURFACE OF THE GROUND.
 SO0756'
 SO0756'REFERENCE MARK NO. 2 IS ABOUT 180 FEET WNW OF THE SW CORNER OF
 SO0756'THE SCHOOL BUILDING.  IT IS STAMPED DUNN CENTER NO. 2 1941 AND
 SO0756'IS FLUSH WITH THE SURFACE OF THE GROUND.
 SO0756'
 SO0756'B.M. G-82 1934 (U.S.C. AND G.S.) WAS USED FOR THE AZIMUTH MARK
 SO0756'AND IS 42 FEET N OF THE CENTER LINE OF THE RAILROAD TRACK,
 SO0756'70 FEET ESE OF A FENCE CORNER, 3 FEET SE OF A WHITE REFERENCE
 SO0756'POST AND 18 INCHES S OF THE RAILROAD RIGHT-OF-WAY FENCE.  IT
 SO0756'IS A STANDARD C. AND G.S. BENCH MARK DISK SET IN A 6-INCH SQUARE
 SO0756'PRE-CAST CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 SO0756'STAMPED G 82 1934.
 SO0756'
 SO0756'4-FOOT SIGNALS AT WERNER, EAGLE, AND STRAY ARE VISIBLE FROM THE
 SO0756'GROUND.
 SO0756'
 SO0756'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SO0756
 SO0756                          STATION RECOVERY (1980)
 SO0756
 SO0756'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MPF)
 SO0756'DUNN CENTER 1941 RECOVERED GOOD.
 SO0756'
 SO0756'DUNN CENTER NO. 1 1941 RECOVERED GOOD.
 SO0756'
 SO0756'DUNN CENTER NO. 2 1941 RECOVERED GOOD.
 SO0756'
 SO0756'G - 82 1934 RECOVERED GOOD.  NOT VISIBLE FROM STA.
 SO0756'
 SO0756'DISTANCE AND DIRECTION FROM NEAREST TOWN--DUNN CENTER, NW CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0757 ***********************************************************************
 SO0757  DESIGNATION -  DUNN CENTER OCCIDENT ELEVATOR
 SO0757  PID         -  SO0757
 SO0757  STATE/COUNTY-  ND/DUNN
 SO0757  USGS QUAD   -  DUNN CENTER (1973)
 SO0757
 SO0757                         *CURRENT SURVEY CONTROL
 SO0757  ___________________________________________________________________
 SO0757* NAD 83(1996)-  47 21 02.58567(N)    102 37 22.34294(W)     ADJUSTED  
 SO0757* NAVD 88     -                                                        
 SO0757  ___________________________________________________________________
 SO0757  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 SO0757  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0757
 SO0757  HORZ ORDER  -  THIRD
 SO0757
 SO0757.The horizontal coordinates were established by classical geodetic methods
 SO0757.and adjusted by the National Geodetic Survey in January 1998..
 SO0757
 SO0757
 SO0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0757
 SO0757.The geoid height was determined by GEOID03.
 SO0757
 SO0757;                    North         East     Units Scale Factor Converg.
 SO0757;SPC ND S     -   189,366.105   439,625.639   MT  0.99997642   -1 32 54.2
 SO0757;SPC ND S     -   621,279.87  1,442,341.34   iFT  0.99997642   -1 32 54.2
 SO0757;UTM  13      - 5,246,879.375   679,532.293   MT  0.99999613   +1 44 56.0
 SO0757
 SO0757                          SUPERSEDED SURVEY CONTROL
 SO0757
 SO0757  NAD 83(1986)-  47 21 02.58125(N)    102 37 22.33595(W) AD(       ) 4
 SO0757  NAD 27      -  47 21 02.53400(N)    102 37 20.67600(W) AD(       ) 3
 SO0757
 SO0757.Superseded values are not recommended for survey control.
 SO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0757.See file dsdata.txt to determine how the superseded data were derived.
 SO0757
 SO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN7953246879(NAD 83)
 SO0757_MARKER: 84 = LIGHTNING ROD
 SO0757
 SO0757  HISTORY     - Date     Condition        Report By
 SO0757  HISTORY     - 1941     FIRST OBSERVED   CGS
 SO0757
 SO0757                          STATION DESCRIPTION
 SO0757
 SO0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0757'THIS INTERSECTION STATION IS IN THE SW PART OF DUNN CENTER,
 SO0757'ABOUT 150 YARDS W OF MAIN STREET AND 60 FEET S OF THE NORTHERN
 SO0757'PACIFIC RAILROAD TRACKS.  IT IS OF WOOD CONSTRUCTION, PAINTED
 SO0757'SILVER, AND IS ABOUT 80 FEET HIGH.  IT WAS BUILT IN 1933.  IT
 SO0757'HAS THE SIGN OCCIDENT ELEVATOR ON THE E AND W SIDES.
 SO0757'
 SO0757'THE POINT LOCATED WAS THE CENTER ONE OF 3 LIGHTNING RODS
 SO0757'ON THE PEAK OF THE GABLED ROOF.
 SO0757'
 SO0757'THIS ELEVATOR IS THE EASTERLY OF TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2001 ***********************************************************************
 TF2001  DESIGNATION -  DUNSEITH
 TF2001  PID         -  TF2001
 TF2001  STATE/COUNTY-  ND/ROLETTE
 TF2001  USGS QUAD   -  INTERNATIONAL PEACE (1968)
 TF2001
 TF2001                         *CURRENT SURVEY CONTROL
 TF2001  ___________________________________________________________________
 TF2001* NAD 83(1996)-  48 55 30.13766(N)    100 00 09.45151(W)     ADJUSTED  
 TF2001* NAVD 88     -       698.6    (meters)    2292.     (feet)  VERTCON   
 TF2001  ___________________________________________________________________
 TF2001  X           -    -729,367.334 (meters)                     COMP
 TF2001  Y           -  -4,135,339.625 (meters)                     COMP
 TF2001  Z           -   4,785,595.895 (meters)                     COMP
 TF2001  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TF2001  ELLIP HEIGHT-         677.12  (meters)          (01/23/98) GPS OBS
 TF2001  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 TF2001
 TF2001  HORZ ORDER  -  FIRST
 TF2001  ELLP ORDER  -  FOURTH    CLASS I
 TF2001
 TF2001.The horizontal coordinates were established by classical geodetic methods
 TF2001.and adjusted by the National Geodetic Survey in January 1998..
 TF2001
 TF2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2001
 TF2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2001
 TF2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2001
 TF2001.The ellipsoidal height was determined by GPS observations
 TF2001.and is referenced to NAD 83.
 TF2001
 TF2001.The geoid height was determined by GEOID03.
 TF2001
 TF2001;                    North         East     Units Scale Factor Converg.
 TF2001;SPC ND N     -   214,158.693   636,449.713   MT  1.00004367   +0 22 12.4
 TF2001;SPC ND N     -   702,620.38  2,088,089.61   iFT  1.00004367   +0 22 12.4
 TF2001;UTM  14      - 5,419,607.142   426,555.963   MT  0.99966626   -0 45 21.1
 TF2001
 TF2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2001!SPC ND N     -   0.99989390  x   1.00004367  =   0.99993756
 TF2001!UTM  14      -   0.99989390  x   0.99966626  =   0.99956019
 TF2001
 TF2001:                Primary Azimuth Mark                     Grid Az
 TF2001:SPC ND N     -  NINGA H                                  000 37 06.1
 TF2001:UTM  14      -  NINGA H                                  001 44 39.6
 TF2001
 TF2001|---------------------------------------------------------------------|
 TF2001| PID    Reference Object                     Distance      Geod. Az  |
 TF2001|                                                           dddmmss.s |
 TF2001| TE2107 NINGA H                             APPROX.11.8 KM 0005918.5 |
 TF2001|---------------------------------------------------------------------|
 TF2001
 TF2001                          SUPERSEDED SURVEY CONTROL
 TF2001
 TF2001  NAD 83(1986)-  48 55 30.13145(N)    100 00 09.43259(W) AD(       ) 1
 TF2001  NAD 27      -  48 55 30.07600(N)    100 00 07.89000(W) AD(       ) 1
 TF2001  NGVD 29 (08/25/89)  698.2    (m)         2291.     (f) GPS OBS        
 TF2001
 TF2001.Superseded values are not recommended for survey control.
 TF2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2001.See file dsdata.txt to determine how the superseded data were derived.
 TF2001
 TF2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2655619607(NAD 83)
 TF2001_MARKER: DS = TRIANGULATION STATION DISK
 TF2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2001_SP_SET: SQUARE CONCRETE MONUMENT
 TF2001_MARK LOGO: CGS   
 TF2001_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2001+STABILITY: SURFACE MOTION
 TF2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2001+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1988
 TF2001
 TF2001  HISTORY     - Date     Condition        Report By
 TF2001  HISTORY     - 1925     MONUMENTED       GSC
 TF2001  HISTORY     - 1925     GOOD             GSC
 TF2001  HISTORY     - 1935     GOOD             CGS
 TF2001  HISTORY     - 1970     GOOD             USAF
 TF2001  HISTORY     - 19880909 GOOD             NGS
 TF2001
 TF2001                          STATION DESCRIPTION
 TF2001
 TF2001'DESCRIBED BY GEODETIC SURVEY OF CANADA 1925
 TF2001'IN SW 1/4 SEC. 21, T. 163 N., R. 72 W., FIFTH PRINCIPAL
 TF2001'MERIDIAN.  THE STATION IS ABOUT 1-1/2 MILES EAST AND ONE-FOURTH
 TF2001'MILE NORTH OF A PROMINENT WOODED HILL AND ABOUT ONE-FOURTH
 TF2001'MILE DUE EAST OF A GROUP OF SMALL DESERTED FARM BUILDINGS
 TF2001'IN A SMALL WOOD.
 TF2001'
 TF2001'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY
 TF2001'STATION MARK.
 TF2001
 TF2001                          STATION RECOVERY (1925)
 TF2001
 TF2001'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1925
 TF2001'RECOVERED IN GOOD CONDITION.
 TF2001
 TF2001                          STATION RECOVERY (1935)
 TF2001
 TF2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TF2001'TO REACH THE STATION FROM DUNSEITH, TAKE THE HIGHWAY NORTH
 TF2001'OUT OF DUNSEITH FOR ABOUT 7-1/2 MILES, THENCE EAST FOR ABOUT
 TF2001'2-1/4 MILES TO THE TOP OF A LARGE HIGH HILL.  THE STATION IS
 TF2001'LOCATED IN APPROXIMATELY THE CENTER OF THE SOUTHWEST QUARTER
 TF2001'SEC. 21, T. 163 N., R. 72 W., AND IN A LARGE CULTIVATED FIELD.
 TF2001'THE SURFACE MARK PROJECTS ABOUT 18 INCHES ABOVE THE GROUND
 TF2001'AND IS IN EXCELLENT CONDITION.
 TF2001
 TF2001                          STATION RECOVERY (1970)
 TF2001
 TF2001'RECOVERY NOTE BY US AIR FORCE 1970
 TF2001'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TF2001'
 TF2001'ROUTE DESCRIPTION ADEQUATE.
 TF2001
 TF2001                          STATION RECOVERY (1988)
 TF2001
 TF2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF2001'THE STATION IS LOCATED ABOUT 13.68 KM (8.50 MI) NORTH-NORTHEAST OF
 TF2001'DUNSEITH AND ABOUT 4.02 KM (2.50 MI) SOUTHEAST OF THE SMALL
 TF2001'SETTLEMENT OF KELVIN.
 TF2001'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND
 TF2001'STATE HIGHWAYS 3 AND 5 AT THE SOUTH EDGE OF DUNSEITH, GO NORTH ON
 TF2001'U.S. HIGHWAY 281 AND STATE HIGHWAY 3, PASSING THROUGH TOWN, FOR 13.68
 TF2001'KM (8.50 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO EAST ON THE
 TF2001'GRAVEL ROAD FOR 3.86 KM (2.40 MI) TO A HAY FIELD ENTRANCE ON THE
 TF2001'LEFT.  TURN LEFT INTO THE HAY FIELD AND GO NORTHWESTERLY, DOWNHILL,
 TF2001'FOLLOWING A SET OF TRACKS, FOR 0.08 KM (0.05 MI) TO A DRAINAGE.
 TF2001'CROSS THE DRAINAGE AND CONTINUE FOLLOWING THE SET OF TRACKS
 TF2001'NORTHWESTERLY AND UPHILL ACROSS THE HAY FIELD FOR 0.48 KM (0.30 MI)
 TF2001'TO THE CREST OF THE RIDGE AND THE STATION.
 TF2001'THE STATION MARK IS A STANDARD CGS TRIANGULATION STATION DISK WITH NO
 TF2001'STAMPING SET IN THE TOP OF A 0.30 M (1.0 FT) SQUARE CONCRETE POST
 TF2001'THAT PROJECTS 0.38 M (1.2 FT) ABOVE THE SURFACE.
 TF2001'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0763 ***********************************************************************
 RP0763  DESIGNATION -  DURBIN
 RP0763  PID         -  RP0763
 RP0763  STATE/COUNTY-  ND/CASS
 RP0763  USGS QUAD   -  DURBIN (1961)
 RP0763
 RP0763                         *CURRENT SURVEY CONTROL
 RP0763  ___________________________________________________________________
 RP0763* NAD 83(1996)-  46 46 29.39808(N)    097 08 03.36305(W)     ADJUSTED  
 RP0763* NAVD 88     -       280.69   (+/-2cm)     920.9    (feet)  VERTCON   
 RP0763  ___________________________________________________________________
 RP0763  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 RP0763  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 RP0763
 RP0763  HORZ ORDER  -  FIRST
 RP0763  VERT ORDER  -  THIRD ? (See Below)
 RP0763
 RP0763.The horizontal coordinates were established by classical geodetic methods
 RP0763.and adjusted by the National Geodetic Survey in January 1998..
 RP0763
 RP0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0763.The vertical order pertains to the NGVD 29 superseded value.
 RP0763
 RP0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0763
 RP0763.The geoid height was determined by GEOID03.
 RP0763
 RP0763;                    North         East     Units Scale Factor Converg.
 RP0763;SPC ND S     -   128,685.694   856,962.587   MT  0.99993639   +2 27 17.7
 RP0763;SPC ND S     -   422,197.16  2,811,557.04   iFT  0.99993639   +2 27 17.7
 RP0763;UTM  14      - 5,181,832.731   642,436.660   MT  0.99984937   +1 21 35.0
 RP0763
 RP0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0763!SPC ND S     -   0.99996013  x   0.99993639  =   0.99989652
 RP0763!UTM  14      -   0.99996013  x   0.99984937  =   0.99980951
 RP0763
 RP0763|---------------------------------------------------------------------|
 RP0763| PID    Reference Object                     Distance      Geod. Az  |
 RP0763|                                                           dddmmss.s |
 RP0763| AJ5310 DURBIN RM 2                          35.994 METERS 00906     |
 RP0763| AJ5308 DURBIN RM 1                          45.165 METERS 09456     |
 RP0763| AJ5311 DURBIN AZ MK                                       0953341.4 |
 RP0763| AJ5309 DURBIN RM 3                          13.337 METERS 18203     |
 RP0763| RP0767 CASSELTON ELEVATOR CO VENT          APPROX.13.2 KM 3293045.4 |
 RP0763| RP0766 CASSELTON MUNICIPAL TANK            APPROX.15.1 KM 3363828.5 |
 RP0763| RP0765 CASSELTON MUNICIPAL STANDPIPE       APPROX.14.9 KM 3392945.4 |
 RP0763|---------------------------------------------------------------------|
 RP0763
 RP0763                          SUPERSEDED SURVEY CONTROL
 RP0763
 RP0763  NAD 83(1986)-  46 46 29.39792(N)    097 08 03.35352(W) AD(       ) 1
 RP0763  NAD 27      -  46 46 29.49400(N)    097 08 02.02600(W) AD(       ) 1
 RP0763  NGVD 29 (07/19/86)  280.40   (m)          919.9    (f) LEVELING    3  
 RP0763
 RP0763.Superseded values are not recommended for survey control.
 RP0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0763.See file dsdata.txt to determine how the superseded data were derived.
 RP0763
 RP0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4243781833(NAD 83)
 RP0763_MARKER: DS = TRIANGULATION STATION DISK
 RP0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0763_STAMPING: DURBIN 1954
 RP0763_MARK LOGO: CGS   
 RP0763_PROJECTION: FLUSH
 RP0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0763+STABILITY: SURFACE MOTION
 RP0763
 RP0763  HISTORY     - Date     Condition        Report By
 RP0763  HISTORY     - 1954     MONUMENTED       CGS
 RP0763  HISTORY     - 1963     GOOD             CGS
 RP0763  HISTORY     - 1967     GOOD             CGS
 RP0763  HISTORY     - 1979     GOOD             LOCENG
 RP0763  HISTORY     - 1979     GOOD             NGS
 RP0763  HISTORY     - 19840710 GOOD             NGS
 RP0763
 RP0763                          STATION DESCRIPTION
 RP0763
 RP0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0763'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SEC. 9, T. 138
 RP0763'N., R. 53 W., ABOUT 5.5 MILES NORTHWEST OF DAVENPORT AND ABOUT
 RP0763'2.5 MILES SOUTH-SOUTHEAST OF THE TOWN OF DURBIN, AT THE SOUTHEAST
 RP0763'CORNER OF THE FARMYARD OWNED BY MR. VICTOR GOHDES.
 RP0763'
 RP0763'TO REACH FROM THE POST OFFICE AT DURBIN--GO SOUTHWEST ON GRAVEL
 RP0763'ROAD FOR 0.4 MILES, TURN LEFT ACROSS BRIDGE AND GO FOR 0.5
 RP0763'MILES TO A SIDE ROAD SOUTH, TURN RIGHT AND GO SOUTH FOR 2.0
 RP0763'MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.2 MILES TO
 RP0763'STATION ON LEFT, EAST OF FARMHOUSE.
 RP0763'
 RP0763'THE STATION MARK, 98 FEET NORTH OF THE CENTER OF A GRAVEL
 RP0763'ROAD, 24 FEET NORTHWEST OF A FENCE CORNER-POST, AND 18 FEET WEST
 RP0763'OF A WHITE WITNESS POST, IS LEVEL WITH THE GROUND SURFACE, AND
 RP0763'THE DISK IS STAMPED DURBIN 1954.
 RP0763'
 RP0763'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 1 FOOT NORTH OF
 RP0763'A FENCE LINE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED
 RP0763'DURBIN NO 1 1954.
 RP0763'
 RP0763'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 27 FEET SOUTH OF A
 RP0763'SILO, 1 FOOT WEST OF A FENCE LINE, AND PROJECTS 3 INCHES.
 RP0763'THE DISK IS STAMPED DURBIN NO 2 1954.
 RP0763'
 RP0763'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILES EAST, IS 110 FEET
 RP0763'SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTHEAST OF A
 RP0763'WITNESS POST, 1 FOOT NORTH OF A POWER POLE, AND PROJECTS 5
 RP0763'INCHES.  THE DISK IS STAMPED DURBIN 1954.
 RP0763'
 RP0763'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RP0763
 RP0763                          STATION RECOVERY (1963)
 RP0763
 RP0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0763'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0763'CONDITION.  THE STATION IS ON THE NORTH SIDE OF COUNTY ROUTE
 RP0763'6 AND IS 0.2 MILE EAST OF THE JUNCTION OF COUNTY ROUTES 6 AND
 RP0763'9.
 RP0763'
 RP0763'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM THE DURBIN
 RP0763'POST OFFICE IS ACCURATE.
 RP0763
 RP0763                          STATION RECOVERY (1967)
 RP0763
 RP0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0763'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 RP0763'
 RP0763'STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 9.  T 138 N.  R
 RP0763'51 W, NOT R 53 W.  DESCRIPTION OF HOW TO REACH THE STATION IS
 RP0763'ADEQUATE.  THE EAST-WEST GRAVELED ROAD AT THE STATION SITE IS
 RP0763'COUNTY ROUTE 6 NOW.
 RP0763'
 RP0763'PROPERTY, ON WHICH THE STATION IS ESTABLISHED IS STILL OWNED AND
 RP0763'OCCUPIED BY A MR. VICTOR CHODES.
 RP0763'
 RP0763'A DIFFERENCE WAS NOTED IN THE DISTANCE AND HORIZONTAL ANGLE TO
 RP0763'REFERENCE MARKS NUMBER 1 AND 2.
 RP0763'
 RP0763'STATION MARK DISK IS STAMPED DURBIN 1954 AND THE SURFACE MARK IS
 RP0763'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  MARK
 RP0763'IS 196-1/2 FEET NORTH OF THE CENTER OF COUNTY ROUTE 6, 96-1/2 FEET
 RP0763'NORTHWEST OF A FENCE CORNER AND METAL WITNESS POST, 44.0 FEET
 RP0763'SOUTH OF THE SOUTHEAST CORNER OF A LARGE BARN AND 23.0 FEET NORTH
 RP0763'OF A POWERLINE POLE.
 RP0763'
 RP0763'REFERENCE MARK NUMBER 1 DISK IS STAMPED DURBIN NO 1 1954 AND THE
 RP0763'MARK PROJECTS ABOUT 4 INCHES.  MARK IS 128.5 FEET EAST
 RP0763'OF THE FENCE CORNER AND METAL WITNESS POST, 124.0 FEET WEST OF A
 RP0763'FENCE CORNER AND A METAL AND WIRE GATE, 83 FEET NORTH OF THE
 RP0763'CENTER OF COUNTY ROUTE 6 AND 1 FOOT NORTH OF AN EAST-WEST
 RP0763'FENCELINE.
 RP0763'
 RP0763'REFERENCE MARK NUMBER 2 DISK IS STAMPED DURBIN NO 2 1954 AND THE
 RP0763'MARK PROJECTS ABOUT 3 INCHES.  MARK IS 45.0 FEET NORTH
 RP0763'OF THE CENTER OF A METAL AND WIRE GATE, 30.4 FEET SOUTH-SOUTHEAST
 RP0763'OF THE APPROXIMATE CENTER OF A WOOD SILO, 31.7 FEET SOUTHEAST
 RP0763'OF THE SOUTHEAST CORNER OF A LARGE BARN AND 7 INCHES WEST OF A
 RP0763'NORTH-SOUTH FENCELINE.
 RP0763'
 RP0763'AZIMUTH MARK DISK IS STAMPED DURBIN 1954 AND THE MARK PROJECTS
 RP0763'ABOUT 8 INCHES.  MARK IS 100 FEET SOUTH OF THE CENTER
 RP0763'OF COUNTY ROUTE 6, 2.3 FEET EAST-NORTHEAST OF A METAL WITNESS
 RP0763'POST, 1.8 FEET NORTH OF A POWERLINE POLE AND 1.8 FEET NORTHEAST
 RP0763'OF A 4 IN X 4 IN WOOD WITNESS POST.
 RP0763'
 RP0763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP0763'2-1/2 MILES SSE OF DURBIN.
 RP0763
 RP0763                          STATION RECOVERY (1979)
 RP0763
 RP0763'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MF)
 RP0763'RECOVERED BY KBM INC.
 RP0763'
 RP0763'(STA) DURBIN 1954 GOOD
 RP0763'
 RP0763'(AZMK) DURBIN 1954 GOOD
 RP0763'
 RP0763'(RM 1) DURBIN NO 1 1954 GOOD
 RP0763'
 RP0763'ALL FENCES ARE REMOVED FROM AREA.  LAND OWNER REQUESTS RM 1
 RP0763'EITHER BE MOVED OR LOWERED, IT IS IN A FIELD AND PROJECTS 6 IN.
 RP0763'
 RP0763'RM 1 STA IS IN LAWN OR MOWED AREA
 RP0763
 RP0763                          STATION RECOVERY (1979)
 RP0763
 RP0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RP0763'STATION MARK, RM 2, AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION,
 RP0763'RM 1 HAD BEEN HIT BY FARM EQUIPMENT AND TILTED, MARK DESTROYED.
 RP0763'
 RP0763'RM 3 WAS ESTABLISHED.
 RP0763'
 RP0763'THE DISTANCE TO RM 2 CHECKED, A DIFFERENCE IN DIRECTION OF 1 MIN 44
 RP0763'SECONDS WAS NOTED.
 RP0763'
 RP0763'STATION MARK IS LOCATED ABOUT 6 MILES SOUTH OF INTERSTATE HIGHWAY 94,
 RP0763'ABOUT 5.5 MILES NORTHWEST OF DAVENPORT, ABOUT 2.5 MILES
 RP0763'SOUTH-SOUTHEAST OF THE VILLAGE OF DURBIN, ON THE PROPERTY OF MRS
 RP0763'VICTOR GOHDES WHO LIVES ON FARM AT STATION SITE.
 RP0763'
 RP0763'TO REACH THE STATION FROM THE VILLAGE OF DURBIN, GO SOUTHERLY ON
 RP0763'GRAVEL ROAD FOR 0.4 MILES, KEEP LEFT, CROSS BRIDGE, GO EAST ON
 RP0763'GRAVEL ROAD FOR 0.5 MILE TO SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH ON
 RP0763'GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS, TURN LEFT, GO EAST 0.2 MILE
 RP0763'TO THE STATION NEAR SOUTHEAST OF FARM YARD, ABOUT 250 FEET SOUTHEAST
 RP0763'OF HOUSE.
 RP0763'
 RP0763'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 RP0763'---DURBIN 1954---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 RP0763'CM (12 INCHES) ON SIDE RECESSED 5 CM (2 INCHES) BELOW THE GROUND
 RP0763'LOCATED 44.8 METERS (147 FEET) S FROM SOUTH EDGE OF SILO, 41.5 METERS
 RP0763'(136 FEET) S FROM SOUTHEAST CORNER OF BARN, 29.6 METERS (97 FEET) N
 RP0763'FROM CENTER OF ROAD, 13.4 METERS (44 FEET) NNE FROM POWER LINE POLE
 RP0763'69487, AND 8.5 METERS (28 FEET) SSW FROM LONE SMALL TREE.
 RP0763'
 RP0763'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RP0763'STAMPED---DURBIN 1954---SET INTO AN IRREGULAR MASS OF CONCRETE.
 RP0763'
 RP0763'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RP0763'STAMPED---DURBIN NO 2 1954---SET INTO THE TOP OF A SQUARE CONCRETE
 RP0763'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 8 CM (3 INCHES) ABOVE
 RP0763'THE GROUND LOCATED 9.8 METERS (32 FEET) SE FROM SOUTHEAST CORNER OF
 RP0763'BARN, 9.1 METERS (30 FEET) S FROM SOUTH EDGE OF SILO, 0.9 METER (3
 RP0763'FEET) W FROM EDGE OF CULTIVATED FIELD, AND IS LEVEL WITH THE STATION.
 RP0763'
 RP0763'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RP0763'STAMPED---DURBIN NO 3 1954 1979---SET INTO THE TOP OF A ROUND
 RP0763'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 RP0763'LOCATED 16.2 METERS (53 FEET) N FROM CENTER OF ROAD, 1.2 METERS (4
 RP0763'FEET) E FROM POWER LINE POLE, AND IS LEVEL WITH THE STATION.
 RP0763'
 RP0763'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RP0763'STAMPED---DURBIN 1954---SET INTO THE TOP OF A SQUARE CONCRETE
 RP0763'MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 10 CM (4 INCHES) ABOVE
 RP0763'THE GROUND LOCATED 33.5 METERS (110 FEET) S FROM CENTER OF ROAD, 0.46
 RP0763'METER (1.5 FEET) N FROM POWER POLE 68, 0.79 METER (2.6 FEET) NE FROM
 RP0763'METAL WITNESS POST, AND 0.49 METER (1.6 FEET) NE FROM 4 X 4 WOODEN
 RP0763'WITNESS POST.
 RP0763'
 RP0763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 RP0763'FOR 0.35 MILE TO MARK ON RIGHT.
 RP0763
 RP0763                          STATION RECOVERY (1984)
 RP0763
 RP0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RP0763'THE STATION, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RECOVERED IN
 RP0763'GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN HIT WITH A MOWER AND THE
 RP0763'TOP BROKEN OFF.  A NEW DISK WAS SET INTO A DRILL HOLE IN THE TOP OF
 RP0763'THE OLD MONUMENT.  THE 1979 DESCRIPTIVE TEXT IS ADEQUATE WITH THE
 RP0763'FOLLOWING CHANGE.
 RP0763' 
 RP0763'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED--DURBIN 1954 NO 4
 RP0763'1984--, SET INTO A DRILL HOLE IN THE TOP OF THE SAME MONUMENT
 RP0763'REFERENCE MARK 2 HAD PREVIOUSLY BEEN IN.  THE MONUMENT IS 30 CM
 RP0763'(12 INCHES) SQUARE AND FLUSH WITH THE SURFACE. IT IS 8.2 M (26.9 FT)
 RP0763'SOUTH OF A SILO AND 0.6 M (2.0 FT) WEST OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1821 ***********************************************************************
 TE1821  DESIGNATION -  DURUM
 TE1821  PID         -  TE1821
 TE1821  STATE/COUNTY-  ND/CAVALIER
 TE1821  USGS QUAD   -  HANNAH SW (1970)
 TE1821
 TE1821                         *CURRENT SURVEY CONTROL
 TE1821  ___________________________________________________________________
 TE1821* NAD 83(1996)-  48 45 39.91608(N)    098 41 49.81828(W)     ADJUSTED  
 TE1821* NAVD 88     -       487.0    (meters)    1598.     (feet)  VERTCON   
 TE1821  ___________________________________________________________________
 TE1821  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 TE1821  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 TE1821
 TE1821  HORZ ORDER  -  SECOND
 TE1821
 TE1821.The horizontal coordinates were established by classical geodetic methods
 TE1821.and adjusted by the National Geodetic Survey in January 1998..
 TE1821
 TE1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1821
 TE1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1821
 TE1821.The geoid height was determined by GEOID03.
 TE1821
 TE1821;                    North         East     Units Scale Factor Converg.
 TE1821;SPC ND N     -   197,359.821   732,534.599   MT  1.00000562   +1 20 29.6
 TE1821;SPC ND N     -   647,505.97  2,403,328.74   iFT  1.00000562   +1 20 29.6
 TE1821;UTM  14      - 5,400,941.825   522,255.355   MT  0.99960608   +0 13 39.8
 TE1821
 TE1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1821!SPC ND N     -   0.99992745  x   1.00000562  =   0.99993307
 TE1821!UTM  14      -   0.99992745  x   0.99960608  =   0.99953356
 TE1821
 TE1821|---------------------------------------------------------------------|
 TE1821| PID    Reference Object                     Distance      Geod. Az  |
 TE1821|                                                           dddmmss.s |
 TE1821| TE1820 P 185 RESET                         251.758 METERS 07721     |
 TE1821| TE1843 MUNICH                              APPROX. 6.9 KM 2220211.8 |
 TE1821| CO6779 DURUM RM 1                           20.715 METERS 27420     |
 TE1821| CO6780 DURUM RM 2                           17.035 METERS 35217     |
 TE1821|---------------------------------------------------------------------|
 TE1821
 TE1821                          SUPERSEDED SURVEY CONTROL
 TE1821
 TE1821  NAD 83(1986)-  48 45 39.91253(N)    098 41 49.80529(W) AD(       ) 2
 TE1821  NAD 27      -  48 45 39.88893(N)    098 41 48.34540(W) AD(       ) 2
 TE1821  NGVD 29 (07/19/86)  486.6    (m)         1596.     (f) VERT ANG       
 TE1821
 TE1821.Superseded values are not recommended for survey control.
 TE1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1821.See file dsdata.txt to determine how the superseded data were derived.
 TE1821
 TE1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2225500942(NAD 83)
 TE1821_MARKER: DD = SURVEY DISK
 TE1821_SETTING: 0 = UNSPECIFIED SETTING
 TE1821
 TE1821  HISTORY     - Date     Condition        Report By
 TE1821  HISTORY     - 1969     MONUMENTED       USGS
 TE1821
 TE1821                          STATION DESCRIPTION
 TE1821
 TE1821'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1821'THE STATION IS ABOUT 14.5 MI W. OF LANGDON, ABOUT 800 FT W. OF THE
 TE1821'COR. OF SECS. 16, 17, 20 AND 21, T. 161 N., R. 62 W.
 TE1821'
 TE1821'TO REACH FROM THE INTERSECTION OF ST. HWY. 1 AND ST. HWY. 5 NEAR
 TE1821'THE NE. EDGE OF LANGDON, GO W. ON ST. HWY. 5 FOR 15.15 MI TO A SMALL
 TE1821'HILL AND THE STATION ON THE LEFT.
 TE1821'
 TE1821'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1821'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1821'TO WITHIN 1 IN. OF CAP, STAMPED ET DURUM 1969 IS 95 FT S. AND 22 FT
 TE1821'E. OF CENTER OF HWY. AT FIELD ENTRANCE N.-S., 4 FT N. OF A POWER
 TE1821'LINE POLE NO. 921A, 3 FT N. OF USGS WITNESS POST.  THE MARK IS FLUSH
 TE1821'WITH THE GROUND.
 TE1821'
 TE1821'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1821'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1821'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED BURUM NO 1 1969 IS W. OF THE
 TE1821'STATION 90 FT S. AND 46 FT W. OF CENTER OF HWY. AT FIELD ENTRANCE
 TE1821'N.-S., N. 8 FT N. AND 69 FT W. OF A POWER LINE POLE NO. 921A.  7
 TE1821'FT N. OF A CULTIVATED FIELD.  THE MARK IS FLUSH WITH THE GROUND.
 TE1821'
 TE1821'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED 1/2 IN. COPPER COATED
 TE1821'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1821'TO WITHIN 1 IN. OF CAP, STAMPED DURUM NO 2 1969 IS N. OF THE
 TE1821'STATION, 60 FT N. AND 9 FT W. OF A POWER LINE POLE NO. 921A.  39 FT
 TE1821'S. AND 14 FT E. OF CENTER OF HWY. AT FIELD ENTRANCE N.-S.  THE MARK
 TE1821'IS FLUSH WITH THE GROUND.
 TE1821'
 TE1821'NO AZIMUTH MARK SET.
 TE1821'
 TE1821'REFERENCE AZIMUTH USED - CHURCH SPIRE (OUR SAVIOR NORWEGIAN LUTHERAN
 TE1821'CHURCH).
 TE1821'
 TE1821'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1792 ***********************************************************************
 AE1792  CBN         -  This is a Cooperative Base Network Control Station.
 AE1792  PACS        -  This is a Primary Airport Control Station.
 AE1792  DESIGNATION -  DVL E
 AE1792  PID         -  AE1792
 AE1792  STATE/COUNTY-  ND/RAMSEY
 AE1792  USGS QUAD   -  CAMP GRAFTON (1994)
 AE1792
 AE1792                         *CURRENT SURVEY CONTROL
 AE1792  ___________________________________________________________________
 AE1792* NAD 83(1996)-  48 06 43.15828(N)    098 54 23.68189(W)     ADJUSTED  
 AE1792* NAVD 88     -       438.75   (meters)    1439.5    (feet)  GPS OBS   
 AE1792  ___________________________________________________________________
 AE1792  X           -    -660,591.888 (meters)                     COMP
 AE1792  Y           -  -4,215,285.167 (meters)                     COMP
 AE1792  Z           -   4,725,508.365 (meters)                     COMP
 AE1792  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AE1792  ELLIP HEIGHT-         415.03  (meters)          (04/10/03) GPS OBS
 AE1792  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AE1792
 AE1792  HORZ ORDER  -  B
 AE1792  ELLP ORDER  -  FOURTH    CLASS I
 AE1792
 AE1792.This mark is at Devils Lake Airport (DVL)
 AE1792
 AE1792.The horizontal coordinates were established by GPS observations
 AE1792.and adjusted by the National Geodetic Survey in August 1997..
 AE1792
 AE1792.The orthometric height was determined by GPS observations and a
 AE1792.high-resolution geoid model.
 AE1792
 AE1792.GPS derived orthometric heights for airport stations designated as
 AE1792.PACS or SACS are published to 2 decimal places.  This maintains
 AE1792.centimeter relative accuracy between the PACS and SACS.  It does
 AE1792.not indicate centimeter accuracy relative to other marks which are
 AE1792.part of the NAVD 88 network.
 AE1792
 AE1792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1792
 AE1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1792
 AE1792.The ellipsoidal height was determined by GPS observations
 AE1792.and is referenced to NAD 83.
 AE1792
 AE1792.The geoid height was determined by GEOID03.
 AE1792
 AE1792;                    North         East     Units Scale Factor Converg.
 AE1792;SPC ND N     -   124,859.560   718,636.013   MT  0.99993596   +1 11 08.6
 AE1792;SPC ND N     -   409,644.23  2,357,729.70   iFT  0.99993596   +1 11 08.6
 AE1792;UTM  14      - 5,328,751.613   506,953.743   MT  0.99960059   +0 04 10.4
 AE1792
 AE1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1792!SPC ND N     -   0.99993496  x   0.99993596  =   0.99987092
 AE1792!UTM  14      -   0.99993496  x   0.99960059  =   0.99953557
 AE1792
 AE1792                          SUPERSEDED SURVEY CONTROL
 AE1792
 AE1792  ELLIP H (08/29/97)  415.05   (m)                       GP(       ) 3 2
 AE1792
 AE1792.Superseded values are not recommended for survey control.
 AE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1792.See file dsdata.txt to determine how the superseded data were derived.
 AE1792
 AE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0695428752(NAD 83)
 AE1792_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1792_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE1792_SP_SET: LARGE DEEP STEELREINFORCED DRAIN
 AE1792_STAMPING: DVL E 1996
 AE1792_MARK LOGO: NGS   
 AE1792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1792+STABILITY: POSITION/ELEVATION WELL
 AE1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1792+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 AE1792
 AE1792  HISTORY     - Date     Condition        Report By
 AE1792  HISTORY     - 1996     MONUMENTED       NGS
 AE1792  HISTORY     - 20010125 GOOD             NDWC
 AE1792
 AE1792                          STATION DESCRIPTION
 AE1792
 AE1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1792'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 2 KM
 AE1792'(1.25 MI) WEST OF DEVILS LAKE AT THE DEVILS LAKE MUNICIPAL AIRPORT,
 AE1792'JUST NORTH OF THE NORTHWEST END OF A ROW OF HANGARS, SOUTH-SOUTHEAST
 AE1792'OF THE VOR, AND NEAR THE NORTH CORNER OF THE NORTHWEST END OF THE
 AE1792'APRON.  OWNERSHIP -- CITY OF DEVILS LAKE.  AIRPORT MANAGER IS KENNETH
 AE1792'KOEHN, P.O. BOX 753, DEVILS LAKE, ND 58301.  PHONE 701-662-5833.
 AE1792'CONTACT HIM FOR ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM THE
 AE1792'JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 19 ON THE WEST SIDE OF
 AE1792'DEVILS LAKE, GO WEST ON HIGHWAY 19 FOR 2.4 KM (1.50 MI) TO THE AIRPORT
 AE1792'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR 0.08
 AE1792'KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE, NORTHWEST, ON THE
 AE1792'ROAD, FOR 0.32 KM (0.20 MI) TO A GATE AT THE APRON.  PASS THROUGH THE
 AE1792'GATE AND BEAR RIGHT, NORTH, ACROSS THE APRON FOR 0.13 KM (0.10 MI) TO
 AE1792'THE STATION.  THE STATION IS SET FLUSH IN THE TOP OF AND NEAR THE
 AE1792'CENTER OF THE NORTHWEST SIDE OF A 2.1 M (6.9 FT) X 1.2 M (3.9 FT)
 AE1792'STEEL REINFORCED CONCRETE DRAIN.  IT IS 63.6 M (208.7 FT) NORTHWEST OF
 AE1792'THE EXTENDED CENTER OF TAXI C (THE NORTHWEST ONE OF THREE), 30.1 M
 AE1792'(98.8 FT) SOUTH OF THE NORTH CORNER OF THE APRON, 22.4 M (73.5 FT)
 AE1792'SOUTHEAST OF THE NORTHWEST EDGE OF THE APRON, 20.15 M (66.11 FT)
 AE1792'SOUTHWEST OF THE NORTHEAST EDGE OF THE APRON AND A FIBERGLASS WITNESS
 AE1792'POST AND 4.2 M (13.8 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE ROAD
 AE1792'LEADING TO THE VOR.
 AE1792
 AE1792                          STATION RECOVERY (2001)
 AE1792
 AE1792'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 AE1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1025 ***********************************************************************
 RP1025  DESIGNATION -  DWIGHT
 RP1025  PID         -  RP1025
 RP1025  STATE/COUNTY-  ND/RICHLAND
 RP1025  USGS QUAD   -  DWIGHT (1979)
 RP1025
 RP1025                         *CURRENT SURVEY CONTROL
 RP1025  ___________________________________________________________________
 RP1025* NAD 83(1996)-  46 20 25.33596(N)    096 39 10.04027(W)     ADJUSTED  
 RP1025* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 RP1025  ___________________________________________________________________
 RP1025  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 RP1025  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RP1025
 RP1025  HORZ ORDER  -  SECOND
 RP1025
 RP1025.The horizontal coordinates were established by classical geodetic methods
 RP1025.and adjusted by the National Geodetic Survey in January 1998..
 RP1025
 RP1025.The orthometric height was scaled from a topographic map.
 RP1025
 RP1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1025
 RP1025.The geoid height was determined by GEOID03.
 RP1025
 RP1025;                    North         East     Units Scale Factor Converg.
 RP1025;SPC ND S     -    82,137.872   896,058.576   MT  0.99997283   +2 48 21.9
 RP1025;SPC ND S     -   269,481.21  2,939,824.72   iFT  0.99997283   +2 48 21.9
 RP1025;SPC MN C     -   251,782.491   615,059.420   MT  0.99992203   -1 44 17.3
 RP1025;UTM  14      - 5,134,543.625   680,630.018   MT  1.00000108   +1 41 54.8
 RP1025
 RP1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1025!SPC ND S     -   0.99995854  x   0.99997283  =   0.99993137
 RP1025!SPC MN C     -   0.99995854  x   0.99992203  =   0.99988057
 RP1025!UTM  14      -   0.99995854  x   1.00000108  =   0.99995962
 RP1025
 RP1025:                Primary Azimuth Mark                     Grid Az
 RP1025:SPC ND S     -  BRECKENRIDGE RAD STA KBMW MAST           140 24 42.7
 RP1025:SPC MN C     -  BRECKENRIDGE RAD STA KBMW MAST           144 57 21.9
 RP1025:UTM  14      -  BRECKENRIDGE RAD STA KBMW MAST           141 31 09.8
 RP1025
 RP1025|---------------------------------------------------------------------|
 RP1025| PID    Reference Object                     Distance      Geod. Az  |
 RP1025|                                                           dddmmss.s |
 RP1025| RP1011 BRECKENRIDGE RAD STA KBMW MAST      APPROX. 8.3 KM 1431304.6 |
 RP1025| CP3678 DWIGHT RM 1                          30.184 METERS 15911     |
 RP1025| RP0262 955 W RESET                          34.112 METERS 22022     |
 RP1025| CP3677 DWIGHT AZ MK RESET                                 2715356.8 |
 RP1025| CP3676 DWIGHT AZ MK                                       2715356.7 |
 RP1025| CP3679 DWIGHT RM 2                          53.279 METERS 29309     |
 RP1025|---------------------------------------------------------------------|
 RP1025
 RP1025                          SUPERSEDED SURVEY CONTROL
 RP1025
 RP1025  NAD 83(1986)-  46 20 25.33457(N)    096 39 10.03085(W) AD(       ) 2
 RP1025  NAD 27      -  46 20 25.48100(N)    096 39 08.75800(W) AD(       ) 2
 RP1025
 RP1025.Superseded values are not recommended for survey control.
 RP1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1025.See file dsdata.txt to determine how the superseded data were derived.
 RP1025
 RP1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8063034544(NAD 83)
 RP1025_MARKER: DS = TRIANGULATION STATION DISK
 RP1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1025
 RP1025  HISTORY     - Date     Condition        Report By
 RP1025  HISTORY     - 1954     MONUMENTED       CGS
 RP1025  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RP1025
 RP1025                          STATION DESCRIPTION
 RP1025
 RP1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1025'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE NORTHWEST
 RP1025'1/4 OF SEC. 18, T.133 N., R.47 W., ABOUT 6 MILES, AIRLINE,
 RP1025'NORTH-NORTHWEST OF WAHPETON AND ABOUT 5 MILES NORTHEAST OF
 RP1025'THE TOWN OF DWIGHT, ON LAND OWNED BY MR. AUGUST SCHMEICHEL.
 RP1025'
 RP1025'TO REACH FROM THE RAILROAD CROSSING ON U.S. HIGHWAY 81 AT
 RP1025'SOUTHEAST EDGE OF DWIGHT--GO NORTH ON HIGHWAY 81 FOR 0.6
 RP1025'MILES TO CROSSROADS, TURN RIGHT AND GO EAST ON COUNTY ROUTE 5-D
 RP1025'FOR 3.0 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR 2.0
 RP1025'MILES TO CROSSROADS, THEN RIGHT AND GO EAST ON DIRT ROAD FOR
 RP1025'1.0 MILE TO CROSSROADS AT RAILROAD CROSSING AND STATION ON
 RP1025'RIGHT.
 RP1025'
 RP1025'THE STATION MARK, 47 FEET NORTHEAST OF THE NORTHEAST RAIL
 RP1025'OF A RAILROAD TRACK, 32 FEET SOUTH OF THE CENTER OF A DIRT
 RP1025'ROAD, 5 FEET SOUTH OF A FENCE-CORNER AND 4 FEET SOUTH OF
 RP1025'A WHITE WITNESS POST, IS LEVEL WITH THE GROUND SURFACE, AND
 RP1025'THE DISK IS STAMPED DWIGHT 1954.
 RP1025'
 RP1025'REFERENCE MARK NO. 1, SOUTH-SOUTHEAST OF THE STATION, IS
 RP1025'25 FEET NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD TRACK, 2
 RP1025'FEET NORTH OF A TELEPHONE POLE, AND PROJECTS 4 INCHES.  THE
 RP1025'DISK IS STAMPED DWIGHT NO 1 1954.
 RP1025'
 RP1025'REFERENCE MARK NO. 2, WEST-NORTHWEST OF THE STATION, IS 30
 RP1025'FEET NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTHEAST
 RP1025'OF A TELEPHONE POLE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RP1025'DWIGHT NO 2 1954.
 RP1025'
 RP1025'THE AZIMUTH MARK, APPROXIMATELY 0.45 MILES WEST, IS 30 FEET
 RP1025'NORTH OF THE CENTER OF A DIRT ROAD, 1 FOOT EAST OF A WHITE
 RP1025'WITNESS POST, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 RP1025'DWIGHT 1954.
 RP1025'
 RP1025'A U.S. GEOLOGICAL SURVEY BENCH MARK, SOUTH-SOUTHWEST OF THE
 RP1025'STATION, IS A 3-1/2 INCH IRON PIPE PROJECTING 15 INCHES WITH
 RP1025'A STANDARD BRONZE CAP RIVETED TO THE TOP.  IT IS 6 FEET
 RP1025'NORTHWEST OF A TELEPHONE POLE AND 4 FEET WEST OF A WHITE
 RP1025'WITNESS POST.  THE CAP IS STAMPED W 995 RESET 1940.
 RP1025'
 RP1025'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP1025
 RP1025                          STATION RECOVERY (1962)
 RP1025
 RP1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1025'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 RP1025'IN GOOD CONDITION.  THE ROAD HAD BEEN GRADED PAST THE AZIMUTH
 RP1025'MARK AND MOST OF THE DIRT HAD BEEN REMOVED FROM ONE SIDE OF
 RP1025'THE MARK.  THE MARK WAS STILL SOLID BUT IT WAS MOVED AS IT
 RP1025'WOULD EVENTUALLY BE DESTROYED BY EROSION.
 RP1025'
 RP1025'THE AZIMUTH MARK WAS MOVED 27.045 FEET ON LINE AWAY FROM THE
 RP1025'STATION.  IT IS 0.45 MILE WEST OF THE STATION, NEAR THE NORTHWEST
 RP1025'CORNER OF A FILL FOR A FIELD ENTRANCE, 31 FEET NORTH OF THE
 RP1025'CENTERLINE OF THE ROAD AND 2 FEET EAST OF A WHITE WITNESS
 RP1025'POST.
 RP1025'
 RP1025'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 RP1025'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2219 ***********************************************************************
 TF2219  DESIGNATION -  DYKE
 TF2219  PID         -  TF2219
 TF2219  STATE/COUNTY-  ND/WARD
 TF2219  USGS QUAD   -  PLAZA (1980)
 TF2219
 TF2219                         *CURRENT SURVEY CONTROL
 TF2219  ___________________________________________________________________
 TF2219* NAD 83(1996)-  48 06 40.22063(N)    101 53 40.29999(W)     ADJUSTED  
 TF2219* NAVD 88     -       657.3    (meters)    2156.     (feet)  VERTCON   
 TF2219  ___________________________________________________________________
 TF2219  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 TF2219  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TF2219
 TF2219  HORZ ORDER  -  FIRST
 TF2219
 TF2219.The horizontal coordinates were established by classical geodetic methods
 TF2219.and adjusted by the National Geodetic Survey in January 1998..
 TF2219
 TF2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2219
 TF2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2219
 TF2219.The geoid height was determined by GEOID03.
 TF2219
 TF2219;                    North         East     Units Scale Factor Converg.
 TF2219;SPC ND N     -   124,481.515   496,168.982   MT  0.99993595   -1 02 15.8
 TF2219;SPC ND N     -   408,403.92  1,627,850.99   iFT  0.99993595   -1 02 15.8
 TF2219;UTM  14      - 5,332,709.606   284,555.395   MT  1.00017037   -2 09 20.3
 TF2219
 TF2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2219!SPC ND N     -   0.99989992  x   0.99993595  =   0.99983588
 TF2219!UTM  14      -   0.99989992  x   1.00017037  =   1.00007028
 TF2219
 TF2219|---------------------------------------------------------------------|
 TF2219| PID    Reference Object                     Distance      Geod. Az  |
 TF2219|                                                           dddmmss.s |
 TF2219| CQ8276 DYKE RM 1                            29.955 METERS 00845     |
 TF2219| TF2223 DYKE RM A                            25.528 METERS 02949     |
 TF2219| TF2220 SPRING VALLEY TRINITY LUTH CH       APPROX. 3.5 KM 1603802.3 |
 TF2219| TF2221 PLAZA CONSOL SCHOOL CUPOLA          APPROX.11.0 KM 2054139.2 |
 TF2219| TF2222 PLAZA MUNICIPAL TANK                APPROX.10.6 KM 2070525.8 |
 TF2219| CQ8275 DYKE AZ MK 2                                       2565305.3 |
 TF2219| CQ8277 DYKE RM 2                            21.175 METERS 27656     |
 TF2219| CQ8274 DYKE AZ MK                                         3013437.2 |
 TF2219|---------------------------------------------------------------------|
 TF2219
 TF2219                          SUPERSEDED SURVEY CONTROL
 TF2219
 TF2219  NAD 83(1986)-  48 06 40.22063(N)    101 53 40.29698(W) AD(       ) 1
 TF2219  NAD 27      -  48 06 40.16070(N)    101 53 38.69980(W) AD(       ) 1
 TF2219  NGVD 29 (07/19/86)  656.9    (m)         2155.     (f) VERT ANG       
 TF2219
 TF2219.Superseded values are not recommended for survey control.
 TF2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2219.See file dsdata.txt to determine how the superseded data were derived.
 TF2219
 TF2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU8455532710(NAD 83)
 TF2219_MARKER: DS = TRIANGULATION STATION DISK
 TF2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2219
 TF2219  HISTORY     - Date     Condition        Report By
 TF2219  HISTORY     - 1946     MONUMENTED       CGS
 TF2219  HISTORY     - 1962     GOOD             CGS
 TF2219  HISTORY     - 1967     GOOD             CGS
 TF2219  HISTORY     - 1967     GOOD             CGS
 TF2219  HISTORY     - 1976     GOOD             NGS
 TF2219
 TF2219                          STATION DESCRIPTION
 TF2219
 TF2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2219'THE STATION IS ABOUT 7 MILES NORTHEAST OF PLAZA ON THE HIGHEST
 TF2219'POINT OF A HILL ON THE CHARLES DYKE FARM.  IT IS BEHIND THE
 TF2219'BARN, 36 FEET NORTH OF A BOARD FENCE AND 18 FEET WEST OF A
 TF2219'WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF2219'DYKE 1946.
 TF2219'
 TF2219'REFERENCE MARK NO. 1 IS 98.34 FEET NORTH-NORTHEAST OF THE
 TF2219'STATION AND 2 FEET SOUTHWEST OF A FENCE CORNER.  THE MARK
 TF2219'PROJECTS 2 INCHES AND THE DISK IS STAMPED DYKE NO 1 1946.
 TF2219'
 TF2219'REFERENCE MARK NO. 2 IS 69.51 FEET WEST OF THE STATION AND
 TF2219'62 FEET NORTHWEST OF THE NORTHWEST CORNER OF BOARD FENCE.
 TF2219'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DYKE
 TF2219'NO 2 1946.
 TF2219'
 TF2219'THE AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 45
 TF2219'FEET WEST OF THE CENTERLINE OF ROAD AND 3 FEET SOUTHEAST OF
 TF2219'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF2219'STAMPED DYKE 1946.
 TF2219'
 TF2219'TO REACH THE STATION FROM PLAZA, GO EAST ON STATE HIGHWAY 23
 TF2219'FOR 3.0 MILES TO A GRADED ROAD LEFT.  TURN LEFT AND GO NORTH
 TF2219'FOR 6.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST 0.3
 TF2219'MILE TO THE DYKE FARM ON THE LEFT.  TURN LEFT INTO FARMYARD,
 TF2219'PASS TO THE LEFT OF BARN, THEN RIGHT AROUND BOARD FENCE TO
 TF2219'THE STATION.
 TF2219'
 TF2219'TO REACH THE AZIMUTH FROM THE STATION, GO THROUGH FARMYARD
 TF2219'TO THE ROAD.  TURN RIGHT ON ROAD AND GO WEST 0.3 MILE TO
 TF2219'CROSSROADS.  TURN RIGHT AND GO NORTH 0.3 MILE TO THE AZIMUTH
 TF2219'MARK ON THE LEFT.
 TF2219'
 TF2219'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TF2219
 TF2219                          STATION RECOVERY (1962)
 TF2219
 TF2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2219'THE STATION IS LOCATED 3 MILES EAST AND 6 MILES NORTH OF
 TF2219'THE TOWN OF PLAZA, IN THE SW 1/4 OF SEC. 32, T154N, R87W,
 TF2219'ON THE HIGHEST POINT IN THE GENERAL VICINITY.
 TF2219'
 TF2219'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND
 TF2219'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED
 TF2219'AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE ORIGINAL DESCRIPTION
 TF2219'IS ADEQUATE.
 TF2219'
 TF2219'A NEW TO REACH DESCRIPTION FOLLOWS--
 TF2219'
 TF2219'TO REACH FROM THE POST OFFICE IN PLAZA, GO EAST 1 BLOCK.
 TF2219'TURN RIGHT AND GO SOUTH FOR 0.1 MILE.  THENCE TURN LEFT
 TF2219'AND GO EAST FOR 2.6 MILES TO A T ROAD TO THE LEFT.  TURN
 TF2219'LEFT AND GO NORTH FOR 6 MILES TO A CROSSROAD AND THE AZIMUTH
 TF2219'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 TF2219'AND GO EAST FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT LEADING
 TF2219'INTO THE DYKES FARM.  TURN LEFT AND GO NORTH FOR 0.1 MILE,
 TF2219'PASSING ON THE WEST SIDE OF THE BARN, TO THE HIGHEST POINT
 TF2219'IN THE GENERAL VICINITY AND THE STATION.
 TF2219'
 TF2219'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DYKE 1946 1962
 TF2219'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2219'WHICH PROJECTS 3 INCHES.  IT IS 50 FEET WEST OF THE CENTER
 TF2219'OF A ROAD, 35 FEET NORTH OF THE CENTER OF A ROAD, 3 FEET
 TF2219'NORTH OF A TELEPHONE POLE AND 1.8 FEET EAST OF A WITNESS POST.
 TF2219
 TF2219                          STATION RECOVERY (1967)
 TF2219
 TF2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2219'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 TF2219'
 TF2219'THE 1962 DESCRIPTION OF HOW TO REACH THE STATION AND THE LOCATION
 TF2219'OF THE STATION IS ADEQUATE.
 TF2219'
 TF2219'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND AZIMUTH
 TF2219'MARK CHECKS THE 1962 DATA ADEQUATELY.
 TF2219'
 TF2219'PROPERTY ON WHICH THE STATION IS ESTABLISHED IS OWNED BY A
 TF2219'MRS. ELLEN DYKE.
 TF2219'
 TF2219'STATION MARK DISK IS STAMPED DYKE 1946 AND THE MARK PROJECTS
 TF2219'ABOUT 2 INCHES.  MARK IS 50.1 FEET NORTHWEST OF THE
 TF2219'NORTHWEST CORNER OF A BARN, 35.9 FEET NORTH OF A BOARD FENCE
 TF2219'AND 34.0 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 TF2219'
 TF2219'REFERENCE MARK NUMBER 1 DISK IS STAMPED DYKE NO 1 1946 AND THE
 TF2219'MARK PROJECTS ABOUT 3 INCHES.  MARK IS 10 FEET WEST OF
 TF2219'THE APPROXIMATE CENTER OF A FARM LANE AND 1.2 FEET WEST OF A
 TF2219'NORTH-SOUTH FENCE LINE.
 TF2219'
 TF2219'REFERENCE MARK NUMBER 2 DISK IS STAMPED DYKE NO 2 1946 AND THE
 TF2219'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS
 TF2219'18 FEET EAST OF THE APPROXIMATE CENTER OF A FARM DRIVEWAY, 15 FEET
 TF2219'SOUTH OF THE APPROXIMATE CENTER OF A FARM DRIVEWAY, 46.2 FEET EAST
 TF2219'OF A METAL GRAIN BIN DOOR AND 1.2 FEET SOUTHEAST OF A METAL
 TF2219'WITNESS POST.
 TF2219'
 TF2219'AZIMUTH MARK DISK IS STAMPED DYKE 1946 1962 AND THE MARK IS FLUSH
 TF2219'WITH THE SURFACE OF THE GROUND.  MARK IS 62 FEET
 TF2219'NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROADS
 TF2219'INTERSECTION, 32.0 FEET NORTHWEST OF THE NORTH END OF A
 TF2219'CONCRETE CULVERT, 2.6 FEET NORTH OF A TELEPHONE LINE POLE
 TF2219'1-D11 AND 1.7 FEET EAST OF A METAL WITNESS POST.
 TF2219'
 TF2219'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DYKE RMA
 TF2219'1967.
 TF2219
 TF2219                          STATION RECOVERY (1967)
 TF2219
 TF2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TF2219'THE STATION WAS RECOVERED WITH ALL MARKS APPARENTLY
 TF2219'UNDISTURBED AND IN GOOD CONDITION.  NO SIGNIFICANT CHANGES WERE
 TF2219'NOTED IN DISTANCE OR DIRECTION TO MARKS.  THE 1962 ROUTE TO THE
 TF2219'STATION IS CORRECT.
 TF2219'
 TF2219'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 FEET.
 TF2219'
 TF2219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TF2219'7 MILES NORTHEAST OF PLAZA.
 TF2219
 TF2219                          STATION RECOVERY (1976)
 TF2219
 TF2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TF2219'RECOVERED AS DESCRIBED, NOTE- A STEEL ROD WAS DRIVEN AT THE
 TF2219'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2223 ***********************************************************************
 TF2223  DESIGNATION -  DYKE RM A
 TF2223  PID         -  TF2223
 TF2223  STATE/COUNTY-  ND/WARD
 TF2223  USGS QUAD   -  PLAZA (1980)
 TF2223
 TF2223                         *CURRENT SURVEY CONTROL
 TF2223  ___________________________________________________________________
 TF2223* NAD 83(1996)-  48 06 40.93777(N)    101 53 39.68646(W)     ADJUSTED  
 TF2223* NAVD 88     -       656.5    (meters)    2154.     (feet)  VERTCON   
 TF2223  ___________________________________________________________________
 TF2223  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 TF2223  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TF2223
 TF2223  HORZ ORDER  -  FIRST
 TF2223
 TF2223.The horizontal coordinates were established by classical geodetic methods
 TF2223.and adjusted by the National Geodetic Survey in January 1998..
 TF2223
 TF2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2223
 TF2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2223
 TF2223.The geoid height was determined by GEOID03.
 TF2223
 TF2223;                    North         East     Units Scale Factor Converg.
 TF2223;SPC ND N     -   124,503.431   496,182.071   MT  0.99993595   -1 02 15.3
 TF2223;SPC ND N     -   408,475.82  1,627,893.93   iFT  0.99993595   -1 02 15.3
 TF2223;UTM  14      - 5,332,731.266   284,568.912   MT  1.00017030   -2 09 19.8
 TF2223
 TF2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2223!SPC ND N     -   0.99990005  x   0.99993595  =   0.99983601
 TF2223!UTM  14      -   0.99990005  x   1.00017030  =   1.00007033
 TF2223
 TF2223:                Primary Azimuth Mark                     Grid Az
 TF2223:SPC ND N     -  PLAZA CONSOL SCHOOL CUPOLA               206 44 29.2
 TF2223:UTM  14      -  PLAZA CONSOL SCHOOL CUPOLA               207 51 33.7
 TF2223
 TF2223|---------------------------------------------------------------------|
 TF2223| PID    Reference Object                     Distance      Geod. Az  |
 TF2223|                                                           dddmmss.s |
 TF2223| TF2221 PLAZA CONSOL SCHOOL CUPOLA          APPROX.11.0 KM 2054213.9 |
 TF2223| TF2222 PLAZA MUNICIPAL TANK                APPROX.10.6 KM 2070549.8 |
 TF2223| TF2219 DYKE                                 25.528 METERS 20949     |
 TF2223| TG1778 TRINITY                             APPROX. 9.6 KM 2870128.8 |
 TF2223|---------------------------------------------------------------------|
 TF2223
 TF2223                          SUPERSEDED SURVEY CONTROL
 TF2223
 TF2223  NAD 83(1986)-  48 06 40.93777(N)    101 53 39.68345(W) AD(       ) 1
 TF2223  NAD 27      -  48 06 40.87789(N)    101 53 38.08633(W) AD(       ) 1
 TF2223  NGVD 29 (07/19/86)  656.1    (m)         2153.     (f) VERT ANG       
 TF2223
 TF2223.Superseded values are not recommended for survey control.
 TF2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2223.See file dsdata.txt to determine how the superseded data were derived.
 TF2223
 TF2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU8456932731(NAD 83)
 TF2223_MARKER: DS = TRIANGULATION STATION DISK
 TF2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2223+STABILITY: SURFACE MOTION
 TF2223
 TF2223  HISTORY     - Date     Condition        Report By
 TF2223  HISTORY     - 1967     MONUMENTED       CGS
 TF2223
 TF2223                          STATION DESCRIPTION
 TF2223
 TF2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TF2223'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF PLAZA ON THE
 TF2223'HIGHEST POINT OF A HILL ON PROPERTY OWNED BY CHARLES DYKE.
 TF2223'
 TF2223'THE STATION MARK IS A STANDARD DISK STAMPED DYKE RM A 1967, SET IN
 TF2223'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 TF2223'WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF A TRIPLE TRUNKED
 TF2223'TREE, 15.5 FEET EAST OF THE CENTER OF A TRACK ROAD, 11.5 FEET
 TF2223'SOUTH OF AN 8-INCH TREE AND 8.5 FEET EAST OF A NORTH-SOUTH FENCE
 TF2223'LINE.
 TF2223'
 TF2223'A TRAVERSE CONNECTION WAS MADE TO STATION DYKE 1946, NOTE DISTANCE
 TF2223'AND DIRECTION BELOW.
 TF2223'
 TF2223'FOR A TO REACH FOR THIS STATION SEE 1962 DESCRIPTION FOR STATION
 TF2223'DYKE 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0115 ***********************************************************************
 QQ0115  DESIGNATION -  E
 QQ0115  PID         -  QQ0115
 QQ0115  STATE/COUNTY-  ND/RICHLAND
 QQ0115  USGS QUAD   -  BOISBERG (1972)
 QQ0115
 QQ0115                         *CURRENT SURVEY CONTROL
 QQ0115  ___________________________________________________________________
 QQ0115* NAD 83(1986)-  45 59 17.     (N)    096 36 18.     (W)     SCALED    
 QQ0115* NAVD 88     -       296.607  (meters)     973.12   (feet)  ADJUSTED  
 QQ0115  ___________________________________________________________________
 QQ0115  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 QQ0115  DYNAMIC HT  -         296.606 (meters)     973.11  (feet)  COMP
 QQ0115  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 QQ0115
 QQ0115  VERT ORDER  -  FIRST     CLASS II
 QQ0115
 QQ0115.The horizontal coordinates were scaled from a topographic map and have
 QQ0115.an estimated accuracy of +/- 6 seconds.
 QQ0115
 QQ0115.The orthometric height was determined by differential leveling
 QQ0115.and adjusted by the National Geodetic Survey in June 1991..
 QQ0115
 QQ0115.The geoid height was determined by GEOID03.
 QQ0115
 QQ0115.The dynamic height is computed by dividing the NAVD 88
 QQ0115.geopotential number by the normal gravity value computed on the
 QQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0115.degrees latitude (g = 980.6199 gals.).
 QQ0115
 QQ0115.The modeled gravity was interpolated from observed gravity values.
 QQ0115
 QQ0115;                    North         East    Units  Estimated Accuracy
 QQ0115;SPC ND S     -    43,210.      901,670.      MT  (+/- 180 meters Scaled)
 QQ0115
 QQ0115                          SUPERSEDED SURVEY CONTROL
 QQ0115
 QQ0115  NGVD 29 (??/??/92)  296.395  (m)          972.42   (f) ADJ UNCH    1 2
 QQ0115
 QQ0115.Superseded values are not recommended for survey control.
 QQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0115.See file dsdata.txt to determine how the superseded data were derived.
 QQ0115
 QQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR854955(NAD 83)
 QQ0115_MARKER: B = BOLT
 QQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QQ0115_STAMPING: USBM
 QQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0115+STABILITY: SURFACE MOTION
 QQ0115
 QQ0115  HISTORY     - Date     Condition        Report By
 QQ0115  HISTORY     - UNK      MONUMENTED       CGS
 QQ0115  HISTORY     - 1942     GOOD             NGS
 QQ0115  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0115
 QQ0115                          STATION DESCRIPTION
 QQ0115
 QQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QQ0115'0.7 MI N FROM BLACKMER.
 QQ0115'0.7 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0115'PACIFIC RAILROAD FROM BLACKMER, RICHLAND COUNTY, ABOUT 500
 QQ0115'FEET SOUTH OF A RAILROAD BRIDGE, AT THE NORTHEAST CORNER OF
 QQ0115'THE PASTURE OWNED BY D.E. DIBBLE, ABOUT 50 FEET WEST OF THE
 QQ0115'CENTER LINE OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE.  A
 QQ0115'COPPER BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QQ0115'ABOUT 2 INCHES ABOVE GROUND AND MARKED U.S.B.M.
 QQ0115
 QQ0115                          STATION RECOVERY (1972)
 QQ0115
 QQ0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0411 ***********************************************************************
 TD0411  DESIGNATION -  E 1
 TD0411  PID         -  TD0411
 TD0411  STATE/COUNTY-  ND/NELSON
 TD0411  USGS QUAD   -  FORDVILLE SW (1971)
 TD0411
 TD0411                         *CURRENT SURVEY CONTROL
 TD0411  ___________________________________________________________________
 TD0411* NAD 83(1986)-  48 00 14.     (N)    097 57 32.     (W)     SCALED    
 TD0411* NAVD 88     -       463.137  (meters)    1519.48   (feet)  POSTED    
 TD0411  ___________________________________________________________________
 TD0411  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 TD0411  DYNAMIC HT  -         463.220 (meters)    1519.75  (feet)  COMP
 TD0411  MODELED GRAV-     980,772.6   (mgal)                       NAVD 88
 TD0411
 TD0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TD0411
 TD0411.The horizontal coordinates were scaled from a topographic map and have
 TD0411.an estimated accuracy of +/- 6 seconds.
 TD0411
 TD0411.The orthometric height was determined by differential leveling
 TD0411.and adjusted by the National Geodetic Survey in 1992..
 TD0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TD0411.rate of 0.0 thru 1.0 mm/km.
 TD0411
 TD0411.The geoid height was determined by GEOID03.
 TD0411
 TD0411.The dynamic height is computed by dividing the NAVD 88
 TD0411.geopotential number by the normal gravity value computed on the
 TD0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0411.degrees latitude (g = 980.6199 gals.).
 TD0411
 TD0411.The modeled gravity was interpolated from observed gravity values.
 TD0411
 TD0411;                    North         East    Units  Estimated Accuracy
 TD0411;SPC ND N     -   114,740.      789,570.      MT  (+/- 180 meters Scaled)
 TD0411
 TD0411                          SUPERSEDED SURVEY CONTROL
 TD0411
 TD0411.No superseded survey control is available for this station.
 TD0411
 TD0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU776172(NAD 83)
 TD0411_MARKER: P = PIPE CAP
 TD0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0411_STAMPING: ELEV 1518.435 FT E 1
 TD0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0411
 TD0411  HISTORY     - Date     Condition        Report By
 TD0411  HISTORY     - UNK      MONUMENTED       CGS
 TD0411  HISTORY     - 1963     MARK NOT FOUND   NGS
 TD0411
 TD0411                          STATION DESCRIPTION
 TD0411
 TD0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TD0411'2.0 MI E FROM PETERSBURG.
 TD0411'2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM PETERSBURG,
 TD0411'NELSON COUNTY, 0.5 MILE EAST OF MILEPOST 43, 98 FEET SOUTHWEST OF THE
 TD0411'CENTERLINE OF THE TRACK, 35 FEET EAST OF THE FIRST POLE WEST OF A
 TD0411'NORTH-AND-SOUTH ROAD CROSSING, IN LINE WITH THE RIGHT-OF-WAY FENCE,
 TD0411'AND IN LINE WITH THE FENCE ALONG THE WEST SIDE OF THE ROAD.  A
 TD0411'STANDARD CAP STAMPED ELEV 1518.435 FT E 1 AND SCREWED ON THE TOP OF A
 TD0411'3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0009 ***********************************************************************
 RR0009  DESIGNATION -  E 10
 RR0009  PID         -  RR0009
 RR0009  STATE/COUNTY-  ND/EMMONS
 RR0009  USGS QUAD   -  DANA (1975)
 RR0009
 RR0009                         *CURRENT SURVEY CONTROL
 RR0009  ___________________________________________________________________
 RR0009* NAD 83(1986)-  46 37 00.     (N)    100 14 22.     (W)     SCALED    
 RR0009* NAVD 88     -       543.012  (meters)    1781.53   (feet)  ADJUSTED  
 RR0009  ___________________________________________________________________
 RR0009  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RR0009  DYNAMIC HT  -         543.012 (meters)    1781.53  (feet)  COMP
 RR0009  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 RR0009
 RR0009  VERT ORDER  -  FIRST     CLASS II
 RR0009
 RR0009.The horizontal coordinates were scaled from a topographic map and have
 RR0009.an estimated accuracy of +/- 6 seconds.
 RR0009
 RR0009.The orthometric height was determined by differential leveling
 RR0009.and adjusted by the National Geodetic Survey in June 1991..
 RR0009
 RR0009.The geoid height was determined by GEOID03.
 RR0009
 RR0009.The dynamic height is computed by dividing the NAVD 88
 RR0009.geopotential number by the normal gravity value computed on the
 RR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0009.degrees latitude (g = 980.6199 gals.).
 RR0009
 RR0009.The modeled gravity was interpolated from observed gravity values.
 RR0009
 RR0009;                    North         East    Units  Estimated Accuracy
 RR0009;SPC ND S     -   105,630.      619,960.      MT  (+/- 180 meters Scaled)
 RR0009
 RR0009                          SUPERSEDED SURVEY CONTROL
 RR0009
 RR0009  NGVD 29 (??/??/92)  542.600  (m)         1780.18   (f) ADJ UNCH    1 2
 RR0009
 RR0009.Superseded values are not recommended for survey control.
 RR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0009.See file dsdata.txt to determine how the superseded data were derived.
 RR0009
 RR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS050633(NAD 83)
 RR0009_MARKER: DB = BENCH MARK DISK
 RR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0009_STAMPING: 1780.180 E 10 1927
 RR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0009+STABILITY: SURFACE MOTION
 RR0009
 RR0009  HISTORY     - Date     Condition        Report By
 RR0009  HISTORY     - 1927     MONUMENTED       CGS
 RR0009  HISTORY     - 1957     GOOD             NGS
 RR0009
 RR0009                          STATION DESCRIPTION
 RR0009
 RR0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0009'3.0 MI N FROM DANA.
 RR0009'3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION SIGN
 RR0009'AT DANA, EMMONS COUNTY, ABOUT 610 FEET SOUTH OF A ROAD CROSSING, ABOUT
 RR0009'285 FEET NORTH OF MILEPOST 17, OPPOSITE A CATTLE GUARD, 49 FEET NORTH
 RR0009'OF THE SOUTH END OF A SNOW FENCE, 43 FEET WEST OF THE CENTER LINE OF
 RR0009'THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 RR0009'1780.180 E 10 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0009'ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1196 ***********************************************************************
 SN1196  DESIGNATION -  E 10 B 1
 SN1196  PID         -  SN1196
 SN1196  STATE/COUNTY-  ND/MCLEAN
 SN1196  USGS QUAD   -  MAKOTI SW (1956)
 SN1196
 SN1196                         *CURRENT SURVEY CONTROL
 SN1196  ___________________________________________________________________
 SN1196* NAD 83(1986)-  47 45 00.     (N)    101 53 20.     (W)     SCALED    
 SN1196* NAVD 88     -       627.223  (meters)    2057.81   (feet)  ADJUSTED  
 SN1196  ___________________________________________________________________
 SN1196  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 SN1196  DYNAMIC HT  -         627.296 (meters)    2058.05  (feet)  COMP
 SN1196  MODELED GRAV-     980,706.5   (mgal)                       NAVD 88
 SN1196
 SN1196  VERT ORDER  -  SECOND    CLASS 0
 SN1196
 SN1196.The horizontal coordinates were scaled from a topographic map and have
 SN1196.an estimated accuracy of +/- 6 seconds.
 SN1196
 SN1196.The orthometric height was determined by differential leveling
 SN1196.and adjusted by the National Geodetic Survey in June 1991..
 SN1196
 SN1196.The geoid height was determined by GEOID03.
 SN1196
 SN1196.The dynamic height is computed by dividing the NAVD 88
 SN1196.geopotential number by the normal gravity value computed on the
 SN1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1196.degrees latitude (g = 980.6199 gals.).
 SN1196
 SN1196.The modeled gravity was interpolated from observed gravity values.
 SN1196
 SN1196;                    North         East    Units  Estimated Accuracy
 SN1196;SPC ND N     -    84,320.      495,860.      MT  (+/- 180 meters Scaled)
 SN1196
 SN1196                          SUPERSEDED SURVEY CONTROL
 SN1196
 SN1196  NGVD 29 (??/??/92)  626.80   (m)         2056.4    (f) COMPUTED    2 0
 SN1196
 SN1196.Superseded values are not recommended for survey control.
 SN1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1196.See file dsdata.txt to determine how the superseded data were derived.
 SN1196
 SN1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT834925(NAD 83)
 SN1196_MARKER: Z = SEE DESCRIPTION
 SN1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1196_SP_SET: CONCRETE PEDESTAL
 SN1196_STAMPING: B 1
 SN1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1196
 SN1196  HISTORY     - Date     Condition        Report By
 SN1196  HISTORY     - UNK      MONUMENTED       DOD
 SN1196  HISTORY     - 1963     GOOD             NGS
 SN1196
 SN1196                          STATION DESCRIPTION
 SN1196
 SN1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1196'2.7 MI W FROM ROSEGLEN.
 SN1196'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1196'MAIN STREET AT ROSEGLEN, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD,
 SN1196'THENCE 0.3 MILE WEST ACROSS A CULTIVATED FIELD, ON THE EAST SLOPE OF A
 SN1196'SMALL HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 1, R
 SN1196'88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1195 ***********************************************************************
 SN1195  DESIGNATION -  E 10 B 2
 SN1195  PID         -  SN1195
 SN1195  STATE/COUNTY-  ND/MCLEAN
 SN1195  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1195
 SN1195                         *CURRENT SURVEY CONTROL
 SN1195  ___________________________________________________________________
 SN1195* NAD 83(1986)-  47 44 59.     (N)    101 53 02.     (W)     SCALED    
 SN1195* NAVD 88     -       628.387  (meters)    2061.63   (feet)  ADJUSTED  
 SN1195  ___________________________________________________________________
 SN1195  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 SN1195  DYNAMIC HT  -         628.459 (meters)    2061.87  (feet)  COMP
 SN1195  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SN1195
 SN1195  VERT ORDER  -  SECOND    CLASS 0
 SN1195
 SN1195.The horizontal coordinates were scaled from a topographic map and have
 SN1195.an estimated accuracy of +/- 6 seconds.
 SN1195
 SN1195.The orthometric height was determined by differential leveling
 SN1195.and adjusted by the National Geodetic Survey in June 1991..
 SN1195
 SN1195.The geoid height was determined by GEOID03.
 SN1195
 SN1195.The dynamic height is computed by dividing the NAVD 88
 SN1195.geopotential number by the normal gravity value computed on the
 SN1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1195.degrees latitude (g = 980.6199 gals.).
 SN1195
 SN1195.The modeled gravity was interpolated from observed gravity values.
 SN1195
 SN1195;                    North         East    Units  Estimated Accuracy
 SN1195;SPC ND N     -    84,290.      496,240.      MT  (+/- 180 meters Scaled)
 SN1195
 SN1195                          SUPERSEDED SURVEY CONTROL
 SN1195
 SN1195  NGVD 29 (??/??/92)  627.97   (m)         2060.3    (f) COMPUTED    2 0
 SN1195
 SN1195.Superseded values are not recommended for survey control.
 SN1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1195.See file dsdata.txt to determine how the superseded data were derived.
 SN1195
 SN1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT838925(NAD 83)
 SN1195_MARKER: Z = SEE DESCRIPTION
 SN1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1195_SP_SET: CONCRETE PEDESTAL
 SN1195_STAMPING: B 2
 SN1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1195
 SN1195  HISTORY     - Date     Condition        Report By
 SN1195  HISTORY     - UNK      MONUMENTED       DOD
 SN1195  HISTORY     - 1963     GOOD             NGS
 SN1195
 SN1195                          STATION DESCRIPTION
 SN1195
 SN1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1195'2.4 MI W FROM ROSEGLEN.
 SN1195'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1195'MAIN STREET AT ROSEGLEN, THENCE 0.25 MILE NORTH ALONG A TRACK ROAD, IN
 SN1195'THE EAST EDGE OF A CULTIVATED FIELD, 75 FEET WEST OF THE CENTERLINE OF
 SN1195'THE TRACK ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 1,
 SN1195'R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1193 ***********************************************************************
 SN1193  DESIGNATION -  E 10 Z
 SN1193  PID         -  SN1193
 SN1193  STATE/COUNTY-  ND/MCLEAN
 SN1193  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1193
 SN1193                         *CURRENT SURVEY CONTROL
 SN1193  ___________________________________________________________________
 SN1193* NAD 83(1986)-  47 44 45.     (N)    101 53 08.     (W)     SCALED    
 SN1193* NAVD 88     -       630.409  (meters)    2068.27   (feet)  ADJUSTED  
 SN1193  ___________________________________________________________________
 SN1193  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 SN1193  DYNAMIC HT  -         630.481 (meters)    2068.50  (feet)  COMP
 SN1193  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SN1193
 SN1193  VERT ORDER  -  SECOND    CLASS 0
 SN1193
 SN1193.The horizontal coordinates were scaled from a topographic map and have
 SN1193.an estimated accuracy of +/- 6 seconds.
 SN1193
 SN1193.The orthometric height was determined by differential leveling
 SN1193.and adjusted by the National Geodetic Survey in June 1991..
 SN1193
 SN1193.The geoid height was determined by GEOID03.
 SN1193
 SN1193.The dynamic height is computed by dividing the NAVD 88
 SN1193.geopotential number by the normal gravity value computed on the
 SN1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1193.degrees latitude (g = 980.6199 gals.).
 SN1193
 SN1193.The modeled gravity was interpolated from observed gravity values.
 SN1193
 SN1193;                    North         East    Units  Estimated Accuracy
 SN1193;SPC ND N     -    83,860.      496,110.      MT  (+/- 180 meters Scaled)
 SN1193
 SN1193                          SUPERSEDED SURVEY CONTROL
 SN1193
 SN1193  NGVD 29 (??/??/92)  629.99   (m)         2066.9    (f) COMPUTED    2 0
 SN1193
 SN1193.Superseded values are not recommended for survey control.
 SN1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1193.See file dsdata.txt to determine how the superseded data were derived.
 SN1193
 SN1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT837920(NAD 83)
 SN1193_MARKER: DS = TRIANGULATION STATION DISK
 SN1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1193_STAMPING: E 10 Z 1962
 SN1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1193+STABILITY: SURFACE MOTION
 SN1193
 SN1193  HISTORY     - Date     Condition        Report By
 SN1193  HISTORY     - 1962     MONUMENTED       CGS
 SN1193  HISTORY     - 1963     GOOD             NGS
 SN1193
 SN1193                          STATION DESCRIPTION
 SN1193
 SN1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1193'2.25 MI W FROM ROSEGLEN.
 SN1193'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1193'MAIN STREET AT ROSEGLEN, 73.0 FEET SOUTH OF THE CENTERLINE OF THE
 SN1193'HIGHWAY, 34.0 FEET NORTHWEST OF R.M. 1, 36.6 FEET NORTHEAST OF R.M. 2,
 SN1193'4.0 FEET NORTH OF A WITNESS POST AND AN EAST-WEST FENCE, ABOUT LEVEL
 SN1193'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SN1193'FOOT, S 12, R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1192 ***********************************************************************
 SN1192  DESIGNATION -  E 10 Z RM 1
 SN1192  PID         -  SN1192
 SN1192  STATE/COUNTY-  ND/MCLEAN
 SN1192  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1192
 SN1192                         *CURRENT SURVEY CONTROL
 SN1192  ___________________________________________________________________
 SN1192* NAD 83(1986)-  47 44 45.     (N)    101 53 07.     (W)     SCALED    
 SN1192* NAVD 88     -       630.306  (meters)    2067.93   (feet)  ADJUSTED  
 SN1192  ___________________________________________________________________
 SN1192  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 SN1192  DYNAMIC HT  -         630.378 (meters)    2068.17  (feet)  COMP
 SN1192  MODELED GRAV-     980,705.8   (mgal)                       NAVD 88
 SN1192
 SN1192  VERT ORDER  -  SECOND    CLASS 0
 SN1192
 SN1192.The horizontal coordinates were scaled from a topographic map and have
 SN1192.an estimated accuracy of +/- 6 seconds.
 SN1192
 SN1192.The orthometric height was determined by differential leveling
 SN1192.and adjusted by the National Geodetic Survey in June 1991..
 SN1192
 SN1192.The geoid height was determined by GEOID03.
 SN1192
 SN1192.The dynamic height is computed by dividing the NAVD 88
 SN1192.geopotential number by the normal gravity value computed on the
 SN1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1192.degrees latitude (g = 980.6199 gals.).
 SN1192
 SN1192.The modeled gravity was interpolated from observed gravity values.
 SN1192
 SN1192;                    North         East    Units  Estimated Accuracy
 SN1192;SPC ND N     -    83,860.      496,130.      MT  (+/- 180 meters Scaled)
 SN1192
 SN1192                          SUPERSEDED SURVEY CONTROL
 SN1192
 SN1192  NGVD 29 (??/??/92)  629.89   (m)         2066.6    (f) COMPUTED    2 0
 SN1192
 SN1192.Superseded values are not recommended for survey control.
 SN1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1192.See file dsdata.txt to determine how the superseded data were derived.
 SN1192
 SN1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT837920(NAD 83)
 SN1192_MARKER: DR = REFERENCE MARK DISK
 SN1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1192_STAMPING: E 10 Z NO 1 1962
 SN1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1192+STABILITY: SURFACE MOTION
 SN1192
 SN1192  HISTORY     - Date     Condition        Report By
 SN1192  HISTORY     - 1962     MONUMENTED       CGS
 SN1192  HISTORY     - 1963     GOOD             NGS
 SN1192
 SN1192                          STATION DESCRIPTION
 SN1192
 SN1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1192'2.25 MI W FROM ROSEGLEN.
 SN1192'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1192'MAIN STREET AT ROSEGLEN, 75 FEET SOUTH OF THE CENTERLINE OF THE
 SN1192'HIGHWAY, 80.0 FEET EAST OF R.M. 2, 34.0 FEET SOUTHEAST OF THE STATION
 SN1192'MARK, 2.0 FEET NORTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH THE
 SN1192'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT, S
 SN1192'12, R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1194 ***********************************************************************
 SN1194  DESIGNATION -  E 10 Z RM 2
 SN1194  PID         -  SN1194
 SN1194  STATE/COUNTY-  ND/MCLEAN
 SN1194  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1194
 SN1194                         *CURRENT SURVEY CONTROL
 SN1194  ___________________________________________________________________
 SN1194* NAD 83(1986)-  47 44 45.     (N)    101 53 09.     (W)     SCALED    
 SN1194* NAVD 88     -       630.339  (meters)    2068.04   (feet)  ADJUSTED  
 SN1194  ___________________________________________________________________
 SN1194  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 SN1194  DYNAMIC HT  -         630.411 (meters)    2068.27  (feet)  COMP
 SN1194  MODELED GRAV-     980,705.9   (mgal)                       NAVD 88
 SN1194
 SN1194  VERT ORDER  -  SECOND    CLASS 0
 SN1194
 SN1194.The horizontal coordinates were scaled from a topographic map and have
 SN1194.an estimated accuracy of +/- 6 seconds.
 SN1194
 SN1194.The orthometric height was determined by differential leveling
 SN1194.and adjusted by the National Geodetic Survey in June 1991..
 SN1194
 SN1194.The geoid height was determined by GEOID03.
 SN1194
 SN1194.The dynamic height is computed by dividing the NAVD 88
 SN1194.geopotential number by the normal gravity value computed on the
 SN1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1194.degrees latitude (g = 980.6199 gals.).
 SN1194
 SN1194.The modeled gravity was interpolated from observed gravity values.
 SN1194
 SN1194;                    North         East    Units  Estimated Accuracy
 SN1194;SPC ND N     -    83,860.      496,090.      MT  (+/- 180 meters Scaled)
 SN1194
 SN1194                          SUPERSEDED SURVEY CONTROL
 SN1194
 SN1194  NGVD 29 (??/??/92)  629.92   (m)         2066.7    (f) COMPUTED    2 0
 SN1194
 SN1194.Superseded values are not recommended for survey control.
 SN1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1194.See file dsdata.txt to determine how the superseded data were derived.
 SN1194
 SN1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT836920(NAD 83)
 SN1194_MARKER: DR = REFERENCE MARK DISK
 SN1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1194_STAMPING: E 10 Z NO 2 1962
 SN1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1194+STABILITY: SURFACE MOTION
 SN1194
 SN1194  HISTORY     - Date     Condition        Report By
 SN1194  HISTORY     - 1962     MONUMENTED       CGS
 SN1194  HISTORY     - 1963     GOOD             NGS
 SN1194
 SN1194                          STATION DESCRIPTION
 SN1194
 SN1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1194'2.25 MI W FROM ROSEGLEN.
 SN1194'ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1194'MAIN STREET AT ROSEGLEN, 80.0 FEET WEST OF R.M. 1, 74.0 FEET SOUTH OF
 SN1194'THE CENTERLINE OF THE HIGHWAY, 36.6 FEET SOUTHWEST OF THE STATION
 SN1194'MARK, 31.0 FEET NORTH OF AN EAST-WEST FENCE, ABOUT LEVEL WITH THE
 SN1194'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT, S
 SN1194'12, R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0395 ***********************************************************************
 RR0395  DESIGNATION -  E 100
 RR0395  PID         -  RR0395
 RR0395  STATE/COUNTY-  ND/GRANT
 RR0395  USGS QUAD   -  HEIL (1980)
 RR0395
 RR0395                         *CURRENT SURVEY CONTROL
 RR0395  ___________________________________________________________________
 RR0395* NAD 83(1986)-  46 23 32.     (N)    101 43 02.     (W)     SCALED    
 RR0395* NAVD 88     -       695.727  (meters)    2282.56   (feet)  ADJUSTED  
 RR0395  ___________________________________________________________________
 RR0395  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 RR0395  DYNAMIC HT  -         695.686 (meters)    2282.43  (feet)  COMP
 RR0395  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 RR0395
 RR0395  VERT ORDER  -  SECOND    CLASS 0
 RR0395
 RR0395.The horizontal coordinates were scaled from a topographic map and have
 RR0395.an estimated accuracy of +/- 6 seconds.
 RR0395
 RR0395.The orthometric height was determined by differential leveling
 RR0395.and adjusted by the National Geodetic Survey in June 1991..
 RR0395
 RR0395.The geoid height was determined by GEOID03.
 RR0395
 RR0395.The dynamic height is computed by dividing the NAVD 88
 RR0395.geopotential number by the normal gravity value computed on the
 RR0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0395.degrees latitude (g = 980.6199 gals.).
 RR0395
 RR0395.The modeled gravity was interpolated from observed gravity values.
 RR0395
 RR0395;                    North         East    Units  Estimated Accuracy
 RR0395;SPC ND S     -    81,380.      506,390.      MT  (+/- 180 meters Scaled)
 RR0395
 RR0395                          SUPERSEDED SURVEY CONTROL
 RR0395
 RR0395  NGVD 29 (??/??/92)  695.221  (m)         2280.90   (f) ADJ UNCH    2 0
 RR0395
 RR0395.Superseded values are not recommended for survey control.
 RR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0395.See file dsdata.txt to determine how the superseded data were derived.
 RR0395
 RR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS910412(NAD 83)
 RR0395_MARKER: DB = BENCH MARK DISK
 RR0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0395_STAMPING: E-100 -- 1934
 RR0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0395+STABILITY: SURFACE MOTION
 RR0395
 RR0395  HISTORY     - Date     Condition        Report By
 RR0395  HISTORY     - 1934     MONUMENTED       CGS
 RR0395  HISTORY     - 1972     GOOD             LOCENG
 RR0395
 RR0395                          STATION DESCRIPTION
 RR0395
 RR0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0395'0.8 MI W FROM HEIL.
 RR0395'0.8 OF MILE WEST OF STATION AT HEIL.  0.3 OF MILE EAST OF M.P.NO. 61.
 RR0395'70 FEET WEST OF CENTERLINE OF A SECTION ROAD CROSSING TRACK. 37.9 FEET
 RR0395'NORTH OF NORTH RAIL.  4.5 FEET SOUTHEAST OF A TELEGRAPH POLE. STANDARD
 RR0395'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 RR0395
 RR0395                          STATION RECOVERY (1972)
 RR0395
 RR0395'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 RR0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0086 ***********************************************************************
 RS0086  DESIGNATION -  E 101
 RS0086  PID         -  RS0086
 RS0086  STATE/COUNTY-  ND/ADAMS
 RS0086  USGS QUAD   -  REEDER (1969)
 RS0086
 RS0086                         *CURRENT SURVEY CONTROL
 RS0086  ___________________________________________________________________
 RS0086* NAD 83(1986)-  46 06 15.     (N)    102 56 01.     (W)     SCALED    
 RS0086* NAVD 88     -       859.122  (meters)    2818.64   (feet)  ADJUSTED  
 RS0086  ___________________________________________________________________
 RS0086  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 RS0086  DYNAMIC HT  -         859.033 (meters)    2818.34  (feet)  COMP
 RS0086  MODELED GRAV-     980,482.2   (mgal)                       NAVD 88
 RS0086
 RS0086  VERT ORDER  -  SECOND    CLASS 0
 RS0086
 RS0086.The horizontal coordinates were scaled from a topographic map and have
 RS0086.an estimated accuracy of +/- 6 seconds.
 RS0086
 RS0086.The orthometric height was determined by differential leveling
 RS0086.and adjusted by the National Geodetic Survey in June 1991..
 RS0086
 RS0086.The geoid height was determined by GEOID03.
 RS0086
 RS0086.The dynamic height is computed by dividing the NAVD 88
 RS0086.geopotential number by the normal gravity value computed on the
 RS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0086.degrees latitude (g = 980.6199 gals.).
 RS0086
 RS0086.The modeled gravity was interpolated from observed gravity values.
 RS0086
 RS0086;                    North         East    Units  Estimated Accuracy
 RS0086;SPC ND S     -    51,550.      411,870.      MT  (+/- 180 meters Scaled)
 RS0086
 RS0086                          SUPERSEDED SURVEY CONTROL
 RS0086
 RS0086  NGVD 29 (??/??/92)  858.618  (m)         2816.98   (f) ADJ UNCH    2 0
 RS0086
 RS0086.Superseded values are not recommended for survey control.
 RS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0086.See file dsdata.txt to determine how the superseded data were derived.
 RS0086
 RS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM597076(NAD 83)
 RS0086_MARKER: DB = BENCH MARK DISK
 RS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0086_STAMPING: E 101 1934
 RS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0086+STABILITY: SURFACE MOTION
 RS0086
 RS0086  HISTORY     - Date     Condition        Report By
 RS0086  HISTORY     - 1934     MONUMENTED       CGS
 RS0086
 RS0086                          STATION DESCRIPTION
 RS0086
 RS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0086'0.6 MI SE FROM REEDER.
 RS0086'0.6 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0086'RAILROAD FROM THE STATION AT REEDER, ADAMS COUNTY, 15.5 FEET NORTHWEST
 RS0086'OF MILEPOST 944, 71 FEET EAST OF A SIDETRACK SWITCH, AT A ROAD
 RS0086'CROSSING, 51 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 39.8 FEET
 RS0086'SOUTH OF THE SOUTH RAIL, AND 36 FEET WEST OF THE CENTER LINE OF THE
 RS0086'ROAD.  A STANDARD DISK, STAMPED E 101 1934 AND SET IN THE TOP OF A
 RS0086'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0297 ***********************************************************************
 RR0297  DESIGNATION -  E 11
 RR0297  PID         -  RR0297
 RR0297  STATE/COUNTY-  ND/BURLEIGH
 RR0297  USGS QUAD   -  BURNT BUTTE (1979)
 RR0297
 RR0297                         *CURRENT SURVEY CONTROL
 RR0297  ___________________________________________________________________
 RR0297* NAD 83(1986)-  46 55 23.     (N)    100 45 14.     (W)     SCALED    
 RR0297* NAVD 88     -       575.789  (meters)    1889.07   (feet)  ADJUSTED  
 RR0297  ___________________________________________________________________
 RR0297  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0297  DYNAMIC HT  -         575.796 (meters)    1889.09  (feet)  COMP
 RR0297  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 RR0297
 RR0297  VERT ORDER  -  FIRST     CLASS II
 RR0297
 RR0297.The horizontal coordinates were scaled from a topographic map and have
 RR0297.an estimated accuracy of +/- 6 seconds.
 RR0297
 RR0297.The orthometric height was determined by differential leveling
 RR0297.and adjusted by the National Geodetic Survey in June 1991..
 RR0297.WARNING-Repeat measurements at this control monument indicate possible
 RR0297.vertical movement.
 RR0297
 RR0297.The geoid height was determined by GEOID03.
 RR0297
 RR0297.The dynamic height is computed by dividing the NAVD 88
 RR0297.geopotential number by the normal gravity value computed on the
 RR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0297.degrees latitude (g = 980.6199 gals.).
 RR0297
 RR0297.The modeled gravity was interpolated from observed gravity values.
 RR0297
 RR0297;                    North         East    Units  Estimated Accuracy
 RR0297;SPC ND S     -   139,690.      580,660.      MT  (+/- 180 meters Scaled)
 RR0297
 RR0297                          SUPERSEDED SURVEY CONTROL
 RR0297
 RR0297  NGVD 29 (??/??/92)  575.326  (m)         1887.55   (f) ADJ UNCH    1 2
 RR0297
 RR0297.Superseded values are not recommended for survey control.
 RR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0297.See file dsdata.txt to determine how the superseded data were derived.
 RR0297
 RR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS664981(NAD 83)
 RR0297_MARKER: DB = BENCH MARK DISK
 RR0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0297_STAMPING: E 11 1927 1887.477
 RR0297_MARK LOGO: CGS   
 RR0297_PROJECTION: FLUSH
 RR0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0297+STABILITY: SURFACE MOTION
 RR0297
 RR0297  HISTORY     - Date     Condition        Report By
 RR0297  HISTORY     - 1927     MONUMENTED       CGS
 RR0297  HISTORY     - 1962     GOOD             NGS
 RR0297  HISTORY     - 1982     GOOD             NGS
 RR0297
 RR0297                          STATION DESCRIPTION
 RR0297
 RR0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RR0297'7.4 MI S FROM BALDWIN.
 RR0297'ABOUT 7.4 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RR0297'BALDWIN, AT AN ABANDON STATION WHICH WAS A BOXCAR, AT ARNOLD, 3 1/2
 RR0297'POLES NORTH OF MILEPOST 550, 82 FEET NORTHWEST AND ACROSS THE TRACK
 RR0297'FROM THE NORTHWEST CORNER OF THE OLD STATION, 98 FEET NORTH OF THE 3RD
 RR0297'POLE NORTH OF THE MILEPOST, 30 FEET WEST OF THE WEST RAIL, 18 FEET
 RR0297'EAST OF A FENCE LINE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 RR0297'WITH THE TRACK, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 RR0297
 RR0297                          STATION RECOVERY (1982)
 RR0297
 RR0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0297'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RR0297'10.5 KM (6.5 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0297'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, THENCE 1.3 KM (0.8 MI) EAST
 RR0297'ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG THE SOO LINE
 RR0297'RAILROAD, 0.2 KM (0.1 MI) NORTH OF RAILROAD MILEPOST 550, 0.2 KM (0.1
 RR0297'MI) SOUTH OF A GRAVELED ROAD CROSSING, AT A CENEX OIL COMPANY LOADING
 RR0297'SPUR, 9.2 METERS (30.2 FT) WEST OF THE NEAR RAIL AND 5.5 METERS (18.0
 RR0297'FT) EAST OF A FENCE.
 RR0297'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 RR0297'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1176 ***********************************************************************
 SN1176  DESIGNATION -  E 11 B 1
 SN1176  PID         -  SN1176
 SN1176  STATE/COUNTY-  ND/MCLEAN
 SN1176  USGS QUAD   -  ROSEGLEN (1980)
 SN1176
 SN1176                         *CURRENT SURVEY CONTROL
 SN1176  ___________________________________________________________________
 SN1176* NAD 83(1986)-  47 47 23.     (N)    101 48 10.     (W)     SCALED    
 SN1176* NAVD 88     -       654.776  (meters)    2148.21   (feet)  ADJUSTED  
 SN1176  ___________________________________________________________________
 SN1176  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SN1176  DYNAMIC HT  -         654.850 (meters)    2148.45  (feet)  COMP
 SN1176  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 SN1176
 SN1176  VERT ORDER  -  SECOND    CLASS 0
 SN1176
 SN1176.The horizontal coordinates were scaled from a topographic map and have
 SN1176.an estimated accuracy of +/- 6 seconds.
 SN1176
 SN1176.The orthometric height was determined by differential leveling
 SN1176.and adjusted by the National Geodetic Survey in June 1991..
 SN1176
 SN1176.The geoid height was determined by GEOID03.
 SN1176
 SN1176.The dynamic height is computed by dividing the NAVD 88
 SN1176.geopotential number by the normal gravity value computed on the
 SN1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1176.degrees latitude (g = 980.6199 gals.).
 SN1176
 SN1176.The modeled gravity was interpolated from observed gravity values.
 SN1176
 SN1176;                    North         East    Units  Estimated Accuracy
 SN1176;SPC ND N     -    88,630.      502,400.      MT  (+/- 180 meters Scaled)
 SN1176
 SN1176                          SUPERSEDED SURVEY CONTROL
 SN1176
 SN1176  NGVD 29 (??/??/92)  654.36   (m)         2146.8    (f) COMPUTED    2 0
 SN1176
 SN1176.Superseded values are not recommended for survey control.
 SN1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1176.See file dsdata.txt to determine how the superseded data were derived.
 SN1176
 SN1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT900967(NAD 83)
 SN1176_MARKER: Z = SEE DESCRIPTION
 SN1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1176_SP_SET: CONCRETE PEDESTAL
 SN1176_STAMPING: B 1
 SN1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1176
 SN1176  HISTORY     - Date     Condition        Report By
 SN1176  HISTORY     - UNK      MONUMENTED       DOD
 SN1176  HISTORY     - 1963     GOOD             NGS
 SN1176
 SN1176                          STATION DESCRIPTION
 SN1176
 SN1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1176'4.6 MI NE FROM ROSEGLEN.
 SN1176'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1176'MAIN STREET AT ROSEGLEN, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 SN1176'COUNTY ROAD, THENCE 0.25 MILE EAST ALONG A TRACK ROAD, 113 FEET SOUTH
 SN1176'OF THE CENTERLINE OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN1176'TRIBRACH, S 27, R 87 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1177 ***********************************************************************
 SN1177  DESIGNATION -  E 11 B 2
 SN1177  PID         -  SN1177
 SN1177  STATE/COUNTY-  ND/MCLEAN
 SN1177  USGS QUAD   -  ROSEGLEN (1980)
 SN1177
 SN1177                         *CURRENT SURVEY CONTROL
 SN1177  ___________________________________________________________________
 SN1177* NAD 83(1986)-  47 47 12.     (N)    101 48 10.     (W)     SCALED    
 SN1177* NAVD 88     -       652.920  (meters)    2142.12   (feet)  ADJUSTED  
 SN1177  ___________________________________________________________________
 SN1177  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SN1177  DYNAMIC HT  -         652.994 (meters)    2142.36  (feet)  COMP
 SN1177  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 SN1177
 SN1177  VERT ORDER  -  SECOND    CLASS 0
 SN1177
 SN1177.The horizontal coordinates were scaled from a topographic map and have
 SN1177.an estimated accuracy of +/- 6 seconds.
 SN1177
 SN1177.The orthometric height was determined by differential leveling
 SN1177.and adjusted by the National Geodetic Survey in June 1991..
 SN1177
 SN1177.The geoid height was determined by GEOID03.
 SN1177
 SN1177.The dynamic height is computed by dividing the NAVD 88
 SN1177.geopotential number by the normal gravity value computed on the
 SN1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1177.degrees latitude (g = 980.6199 gals.).
 SN1177
 SN1177.The modeled gravity was interpolated from observed gravity values.
 SN1177
 SN1177;                    North         East    Units  Estimated Accuracy
 SN1177;SPC ND N     -    88,290.      502,390.      MT  (+/- 180 meters Scaled)
 SN1177
 SN1177                          SUPERSEDED SURVEY CONTROL
 SN1177
 SN1177  NGVD 29 (??/??/92)  652.50   (m)         2140.7    (f) COMPUTED    2 0
 SN1177
 SN1177.Superseded values are not recommended for survey control.
 SN1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1177.See file dsdata.txt to determine how the superseded data were derived.
 SN1177
 SN1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT900963(NAD 83)
 SN1177_MARKER: Z = SEE DESCRIPTION
 SN1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1177_SP_SET: CONCRETE PEDESTAL
 SN1177_STAMPING: B 2
 SN1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1177
 SN1177  HISTORY     - Date     Condition        Report By
 SN1177  HISTORY     - UNK      MONUMENTED       DOD
 SN1177  HISTORY     - 1963     GOOD             NGS
 SN1177
 SN1177                          STATION DESCRIPTION
 SN1177
 SN1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1177'4.3 MI NE FROM ROSEGLEN.
 SN1177'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1177'MAIN STREET AT ROSEGLEN, THENCE 2.7 MILES NORTH ALONG A GRAVELED
 SN1177'COUNTY ROAD, THENCE 0.25 MILE EAST ACROSS A CULTIVATED FIELD, ABOUT
 SN1177'0.2 MILE SOUTHEAST OF THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 SN1177'WITH TRIBRACH, S 27, R 87 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1174 ***********************************************************************
 SN1174  DESIGNATION -  E 11 Z
 SN1174  PID         -  SN1174
 SN1174  STATE/COUNTY-  ND/MCLEAN
 SN1174  USGS QUAD   -  ROSEGLEN (1980)
 SN1174
 SN1174                         *CURRENT SURVEY CONTROL
 SN1174  ___________________________________________________________________
 SN1174* NAD 83(1986)-  47 47 23.     (N)    101 47 59.     (W)     SCALED    
 SN1174* NAVD 88     -       655.319  (meters)    2149.99   (feet)  ADJUSTED  
 SN1174  ___________________________________________________________________
 SN1174  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 SN1174  DYNAMIC HT  -         655.393 (meters)    2150.24  (feet)  COMP
 SN1174  MODELED GRAV-     980,703.0   (mgal)                       NAVD 88
 SN1174
 SN1174  VERT ORDER  -  SECOND    CLASS 0
 SN1174
 SN1174.The horizontal coordinates were scaled from a topographic map and have
 SN1174.an estimated accuracy of +/- 6 seconds.
 SN1174
 SN1174.The orthometric height was determined by differential leveling
 SN1174.and adjusted by the National Geodetic Survey in June 1991..
 SN1174
 SN1174.The geoid height was determined by GEOID03.
 SN1174
 SN1174.The dynamic height is computed by dividing the NAVD 88
 SN1174.geopotential number by the normal gravity value computed on the
 SN1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1174.degrees latitude (g = 980.6199 gals.).
 SN1174
 SN1174.The modeled gravity was interpolated from observed gravity values.
 SN1174
 SN1174;                    North         East    Units  Estimated Accuracy
 SN1174;SPC ND N     -    88,620.      502,620.      MT  (+/- 180 meters Scaled)
 SN1174
 SN1174                          SUPERSEDED SURVEY CONTROL
 SN1174
 SN1174  NGVD 29 (??/??/92)  654.90   (m)         2148.6    (f) COMPUTED    2 0
 SN1174
 SN1174.Superseded values are not recommended for survey control.
 SN1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1174.See file dsdata.txt to determine how the superseded data were derived.
 SN1174
 SN1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT903967(NAD 83)
 SN1174_MARKER: DS = TRIANGULATION STATION DISK
 SN1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1174_STAMPING: E 11 Z 1962
 SN1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1174+STABILITY: SURFACE MOTION
 SN1174
 SN1174  HISTORY     - Date     Condition        Report By
 SN1174  HISTORY     - 1962     MONUMENTED       CGS
 SN1174  HISTORY     - 1963     GOOD             NGS
 SN1174
 SN1174                          STATION DESCRIPTION
 SN1174
 SN1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1174'4.85 MI NE FROM ROSEGLEN.
 SN1174'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1174'MAIN STREET AT ROSEGLEN, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 SN1174'COUNTY ROAD, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, 0.15 MILE
 SN1174'SOUTHEAST OF A LONE WINDMILL, 55.0 FEET NORTH OF THE CENTERLINE OF THE
 SN1174'ROAD, 53.0 FEET SOUTHEAST OF A POWER POLE, 29.7 FEET WEST OF R.M. 1,
 SN1174'26.0 FEET NORTHEAST OF R.M. 2, 3.5 FEET SOUTHWEST OF A METAL WITNESS
 SN1174'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN1174'A CONCRETE POST PROJECTING 0.4 FOOT, S 22, R 87 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1173 ***********************************************************************
 SN1173  DESIGNATION -  E 11 Z RM 1
 SN1173  PID         -  SN1173
 SN1173  STATE/COUNTY-  ND/MCLEAN
 SN1173  USGS QUAD   -  ROSEGLEN (1980)
 SN1173
 SN1173                         *CURRENT SURVEY CONTROL
 SN1173  ___________________________________________________________________
 SN1173* NAD 83(1986)-  47 47 23.     (N)    101 47 59.     (W)     SCALED    
 SN1173* NAVD 88     -       655.072  (meters)    2149.18   (feet)  ADJUSTED  
 SN1173  ___________________________________________________________________
 SN1173  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 SN1173  DYNAMIC HT  -         655.146 (meters)    2149.42  (feet)  COMP
 SN1173  MODELED GRAV-     980,703.0   (mgal)                       NAVD 88
 SN1173
 SN1173  VERT ORDER  -  SECOND    CLASS 0
 SN1173
 SN1173.The horizontal coordinates were scaled from a topographic map and have
 SN1173.an estimated accuracy of +/- 6 seconds.
 SN1173
 SN1173.The orthometric height was determined by differential leveling
 SN1173.and adjusted by the National Geodetic Survey in June 1991..
 SN1173
 SN1173.The geoid height was determined by GEOID03.
 SN1173
 SN1173.The dynamic height is computed by dividing the NAVD 88
 SN1173.geopotential number by the normal gravity value computed on the
 SN1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1173.degrees latitude (g = 980.6199 gals.).
 SN1173
 SN1173.The modeled gravity was interpolated from observed gravity values.
 SN1173
 SN1173;                    North         East    Units  Estimated Accuracy
 SN1173;SPC ND N     -    88,620.      502,620.      MT  (+/- 180 meters Scaled)
 SN1173
 SN1173                          SUPERSEDED SURVEY CONTROL
 SN1173
 SN1173  NGVD 29 (??/??/92)  654.65   (m)         2147.8    (f) COMPUTED    2 0
 SN1173
 SN1173.Superseded values are not recommended for survey control.
 SN1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1173.See file dsdata.txt to determine how the superseded data were derived.
 SN1173
 SN1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT903967(NAD 83)
 SN1173_MARKER: DR = REFERENCE MARK DISK
 SN1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1173_STAMPING: E 11 Z NO 1 1962
 SN1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1173+STABILITY: SURFACE MOTION
 SN1173
 SN1173  HISTORY     - Date     Condition        Report By
 SN1173  HISTORY     - 1962     MONUMENTED       CGS
 SN1173  HISTORY     - 1963     GOOD             NGS
 SN1173
 SN1173                          STATION DESCRIPTION
 SN1173
 SN1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1173'4.85 MI NE FROM ROSEGLEN.
 SN1173'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1173'MAIN STREET AT ROSEGLEN, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 SN1173'COUNTY ROAD, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, 0.15 MILE
 SN1173'SOUTHEAST OF A LONE WINDMILL, 55.0 FEET NORTH OF THE CENTERLINE OF THE
 SN1173'ROAD, 48.5 FEET NORTHEAST OF R.M. 2, 29.7 FEET EAST OF THE STATION
 SN1173'MARK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN1173'A CONCRETE POST PROJECTING 0.4 FOOT, S 22, R 87 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1175 ***********************************************************************
 SN1175  DESIGNATION -  E 11 Z RM 2
 SN1175  PID         -  SN1175
 SN1175  STATE/COUNTY-  ND/MCLEAN
 SN1175  USGS QUAD   -  ROSEGLEN (1980)
 SN1175
 SN1175                         *CURRENT SURVEY CONTROL
 SN1175  ___________________________________________________________________
 SN1175* NAD 83(1986)-  47 47 23.     (N)    101 47 59.     (W)     SCALED    
 SN1175* NAVD 88     -       654.949  (meters)    2148.78   (feet)  ADJUSTED  
 SN1175  ___________________________________________________________________
 SN1175  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 SN1175  DYNAMIC HT  -         655.023 (meters)    2149.02  (feet)  COMP
 SN1175  MODELED GRAV-     980,703.0   (mgal)                       NAVD 88
 SN1175
 SN1175  VERT ORDER  -  SECOND    CLASS 0
 SN1175
 SN1175.The horizontal coordinates were scaled from a topographic map and have
 SN1175.an estimated accuracy of +/- 6 seconds.
 SN1175
 SN1175.The orthometric height was determined by differential leveling
 SN1175.and adjusted by the National Geodetic Survey in June 1991..
 SN1175
 SN1175.The geoid height was determined by GEOID03.
 SN1175
 SN1175.The dynamic height is computed by dividing the NAVD 88
 SN1175.geopotential number by the normal gravity value computed on the
 SN1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1175.degrees latitude (g = 980.6199 gals.).
 SN1175
 SN1175.The modeled gravity was interpolated from observed gravity values.
 SN1175
 SN1175;                    North         East    Units  Estimated Accuracy
 SN1175;SPC ND N     -    88,620.      502,620.      MT  (+/- 180 meters Scaled)
 SN1175
 SN1175                          SUPERSEDED SURVEY CONTROL
 SN1175
 SN1175  NGVD 29 (??/??/92)  654.53   (m)         2147.4    (f) COMPUTED    2 0
 SN1175
 SN1175.Superseded values are not recommended for survey control.
 SN1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1175.See file dsdata.txt to determine how the superseded data were derived.
 SN1175
 SN1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT903967(NAD 83)
 SN1175_MARKER: DR = REFERENCE MARK DISK
 SN1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1175_STAMPING: E 11 Z NO 2 1962
 SN1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1175+STABILITY: SURFACE MOTION
 SN1175
 SN1175  HISTORY     - Date     Condition        Report By
 SN1175  HISTORY     - 1962     MONUMENTED       CGS
 SN1175  HISTORY     - 1963     GOOD             NGS
 SN1175
 SN1175                          STATION DESCRIPTION
 SN1175
 SN1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1175'4.85 MI NE FROM ROSEGLEN.
 SN1175'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1175'MAIN STREET AT ROSEGLEN, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 SN1175'COUNTY ROAD, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, 0.15 MILE
 SN1175'SOUTHEAST OF A LONE WINDMILL, 30.5 FEET NORTH OF THE CENTERLINE OF THE
 SN1175'ROAD, 26.0 FEET SOUTHWEST OF THE STATION MARK, 48.5 FEET SOUTHWEST OF
 SN1175'R.M. 1, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 SN1175'OF A CONCRETE POST PROJECTING 0.4 FOOT, S 22, R 87 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0340 ***********************************************************************
 TD0340  DESIGNATION -  E 116
 TD0340  PID         -  TD0340
 TD0340  STATE/COUNTY-  ND/WALSH
 TD0340  USGS QUAD   -  OSLO (1979)
 TD0340
 TD0340                         *CURRENT SURVEY CONTROL
 TD0340  ___________________________________________________________________
 TD0340* NAD 83(1986)-  48 11 48.     (N)    097 10 46.     (W)     SCALED    
 TD0340* NAVD 88     -       246.749  (meters)     809.54   (feet)  ADJUSTED  
 TD0340  ___________________________________________________________________
 TD0340  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 TD0340  DYNAMIC HT  -         246.802 (meters)     809.72  (feet)  COMP
 TD0340  MODELED GRAV-     980,819.9   (mgal)                       NAVD 88
 TD0340
 TD0340  VERT ORDER  -  SECOND    CLASS 0
 TD0340
 TD0340.The horizontal coordinates were scaled from a topographic map and have
 TD0340.an estimated accuracy of +/- 6 seconds.
 TD0340
 TD0340.The orthometric height was determined by differential leveling
 TD0340.and adjusted by the National Geodetic Survey in June 1991..
 TD0340
 TD0340.The geoid height was determined by GEOID03.
 TD0340
 TD0340.The dynamic height is computed by dividing the NAVD 88
 TD0340.geopotential number by the normal gravity value computed on the
 TD0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0340.degrees latitude (g = 980.6199 gals.).
 TD0340
 TD0340.The modeled gravity was interpolated from observed gravity values.
 TD0340
 TD0340;                    North         East    Units  Estimated Accuracy
 TD0340;SPC ND N     -   138,370.      846,760.      MT  (+/- 180 meters Scaled)
 TD0340
 TD0340                          SUPERSEDED SURVEY CONTROL
 TD0340
 TD0340  NGVD 29 (??/??/92)  246.408  (m)          808.42   (f) ADJ UNCH    2 0
 TD0340
 TD0340.Superseded values are not recommended for survey control.
 TD0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0340.See file dsdata.txt to determine how the superseded data were derived.
 TD0340
 TD0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU352397(NAD 83)
 TD0340_MARKER: DB = BENCH MARK DISK
 TD0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0340+STABILITY: SURFACE MOTION
 TD0340
 TD0340  HISTORY     - Date     Condition        Report By
 TD0340  HISTORY     - UNK      MONUMENTED       CGS
 TD0340  HISTORY     - 1934     GOOD             NGS
 TD0340  HISTORY     - 1968     GOOD             USAF
 TD0340
 TD0340                          STATION DESCRIPTION
 TD0340
 TD0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0340'1.5 MI E FROM POLAND.
 TD0340'1.5 MILES EAST OF POLAND, N. DAK. THE SOO LINE R.R. 30 FEET NORTH OF
 TD0340'TRACK, 40 FEET SOUTH OF CENTERLINE OF ARDOCH, N.D. AND WARREN, MINN.
 TD0340'HIGHWAY, 2 MILES WEST OF OSLO, MINN.  AT MILE POST 357.  BEMIDJI, MINN
 TD0340'VIA THIEF RIVER FALLS, MINN TO ARDOCH, N.D.
 TD0340
 TD0340                          STATION RECOVERY (1968)
 TD0340
 TD0340'RECOVERY NOTE BY US AIR FORCE 1968
 TD0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0580 ***********************************************************************
 SL0580  DESIGNATION -  E 117
 SL0580  PID         -  SL0580
 SL0580  STATE/COUNTY-  ND/CASS
 SL0580  USGS QUAD   -  PAGE SE (1967)
 SL0580
 SL0580                         *CURRENT SURVEY CONTROL
 SL0580  ___________________________________________________________________
 SL0580* NAD 83(1986)-  47 04 47.     (N)    097 34 41.     (W)     SCALED    
 SL0580* NAVD 88     -       356.103  (meters)    1168.31   (feet)  ADJUSTED  
 SL0580  ___________________________________________________________________
 SL0580  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SL0580  DYNAMIC HT  -         356.138 (meters)    1168.43  (feet)  COMP
 SL0580  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 SL0580
 SL0580  VERT ORDER  -  SECOND    CLASS 0
 SL0580
 SL0580.The horizontal coordinates were scaled from a topographic map and have
 SL0580.an estimated accuracy of +/- 6 seconds.
 SL0580
 SL0580.The orthometric height was determined by differential leveling
 SL0580.and adjusted by the National Geodetic Survey in June 1991..
 SL0580
 SL0580.The geoid height was determined by GEOID03.
 SL0580
 SL0580.The dynamic height is computed by dividing the NAVD 88
 SL0580.geopotential number by the normal gravity value computed on the
 SL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0580.degrees latitude (g = 980.6199 gals.).
 SL0580
 SL0580.The modeled gravity was interpolated from observed gravity values.
 SL0580
 SL0580;                    North         East    Units  Estimated Accuracy
 SL0580;SPC ND S     -   161,200.      821,840.      MT  (+/- 180 meters Scaled)
 SL0580
 SL0580                          SUPERSEDED SURVEY CONTROL
 SL0580
 SL0580  NGVD 29 (??/??/92)  355.73   (m)         1167.1    (f) COMPUTED    2 0
 SL0580
 SL0580.Superseded values are not recommended for survey control.
 SL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0580.See file dsdata.txt to determine how the superseded data were derived.
 SL0580
 SL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT079150(NAD 83)
 SL0580_MARKER: DB = BENCH MARK DISK
 SL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0580_STAMPING: E-117 1934
 SL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0580+STABILITY: SURFACE MOTION
 SL0580
 SL0580  HISTORY     - Date     Condition        Report By
 SL0580  HISTORY     - 1934     MONUMENTED       CGS
 SL0580
 SL0580                          STATION DESCRIPTION
 SL0580
 SL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0580'5.7 MI S FROM PAGE.
 SL0580'5.7 MILES SOUTH OF DEPOT AT PAGE.  ALONG STATE HIGHWAY NO. 38 AT
 SL0580'CROSSROADS.  SET IN POST 3 FEET BELOW HIGHWAY LEVEL INSIDE FENCE
 SL0580'CORNER, 35 FEET NORTH OF CENTER LINE OF CROSSROAD AND 40 FEET EAST OF
 SL0580'CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0581 ***********************************************************************
 SL0581  DESIGNATION -  E 117 RESET
 SL0581  PID         -  SL0581
 SL0581  STATE/COUNTY-  ND/CASS
 SL0581  USGS QUAD   -  PAGE SE (1967)
 SL0581
 SL0581                         *CURRENT SURVEY CONTROL
 SL0581  ___________________________________________________________________
 SL0581* NAD 83(1986)-  47 04 48.     (N)    097 34 43.     (W)     SCALED    
 SL0581* NAVD 88     -       356.509  (meters)    1169.65   (feet)  ADJUSTED  
 SL0581  ___________________________________________________________________
 SL0581  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SL0581  DYNAMIC HT  -         356.544 (meters)    1169.76  (feet)  COMP
 SL0581  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 SL0581
 SL0581  VERT ORDER  -  SECOND    CLASS 0
 SL0581
 SL0581.The horizontal coordinates were scaled from a topographic map and have
 SL0581.an estimated accuracy of +/- 6 seconds.
 SL0581
 SL0581.The orthometric height was determined by differential leveling
 SL0581.and adjusted by the National Geodetic Survey in June 1991..
 SL0581
 SL0581.The geoid height was determined by GEOID03.
 SL0581
 SL0581.The dynamic height is computed by dividing the NAVD 88
 SL0581.geopotential number by the normal gravity value computed on the
 SL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0581.degrees latitude (g = 980.6199 gals.).
 SL0581
 SL0581.The modeled gravity was interpolated from observed gravity values.
 SL0581
 SL0581;                    North         East    Units  Estimated Accuracy
 SL0581;SPC ND S     -   161,230.      821,790.      MT  (+/- 180 meters Scaled)
 SL0581
 SL0581                          SUPERSEDED SURVEY CONTROL
 SL0581
 SL0581  NGVD 29 (??/??/92)  356.163  (m)         1168.51   (f) ADJ UNCH    2 0
 SL0581
 SL0581.Superseded values are not recommended for survey control.
 SL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0581.See file dsdata.txt to determine how the superseded data were derived.
 SL0581
 SL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT079150(NAD 83)
 SL0581_MARKER: DB = BENCH MARK DISK
 SL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0581_SP_SET: CONCRETE POST
 SL0581_STAMPING: E 117 1934 RESET 1958
 SL0581_MARK LOGO: CGS   
 SL0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0581+STABILITY: SURFACE MOTION
 SL0581
 SL0581  HISTORY     - Date     Condition        Report By
 SL0581  HISTORY     - 1958     MONUMENTED       CGS
 SL0581  HISTORY     - 1964     GOOD             NGS
 SL0581  HISTORY     - 1967     GOOD             DOD
 SL0581  HISTORY     - 19910421 GOOD             NDWC
 SL0581
 SL0581                          STATION DESCRIPTION
 SL0581
 SL0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0581'5.4 MI S FROM PAGE.
 SL0581'5.4 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY
 SL0581'STATION AT PAGE, NEAR THE INTERSECTION OF AN EAST-WEST ROAD, IN
 SL0581'SECTION 25, R 55 W, T 142 N, 100 FEET WEST OF THE CENTER LINE OF THE
 SL0581'HIGHWAY, 106 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 145
 SL0581'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 3 FEET
 SL0581'NORTH OF A 4-BY 4-INCH WHITE WOODEN POST WHICH PROJECTS 4 FEET ABOVE
 SL0581'THE LEVEL OF THE GROUND, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SL0581'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SL0581'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE WITNESS
 SL0581'SIGN IS MISSING FROM THE METAL WITNESS POST.
 SL0581
 SL0581                          STATION RECOVERY (1967)
 SL0581
 SL0581'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 SL0581'RECOVERED IN GOOD CONDITION.
 SL0581
 SL0581                          STATION RECOVERY (1991)
 SL0581
 SL0581'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SL0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0010 ***********************************************************************
 SM0010  DESIGNATION -  E 118
 SM0010  PID         -  SM0010
 SM0010  STATE/COUNTY-  ND/NELSON
 SM0010  USGS QUAD   -  TOLNA (1951)
 SM0010
 SM0010                         *CURRENT SURVEY CONTROL
 SM0010  ___________________________________________________________________
 SM0010* NAD 83(1986)-  47 50 02.     (N)    098 28 58.     (W)     SCALED    
 SM0010* NAVD 88     -       443.461  (meters)    1454.92   (feet)  ADJUSTED  
 SM0010  ___________________________________________________________________
 SM0010  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM0010  DYNAMIC HT  -         443.532 (meters)    1455.15  (feet)  COMP
 SM0010  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 SM0010
 SM0010  VERT ORDER  -  SECOND    CLASS 0
 SM0010
 SM0010.The horizontal coordinates were scaled from a topographic map and have
 SM0010.an estimated accuracy of +/- 6 seconds.
 SM0010
 SM0010.The orthometric height was determined by differential leveling
 SM0010.and adjusted by the National Geodetic Survey in June 1991..
 SM0010
 SM0010.The geoid height was determined by GEOID03.
 SM0010
 SM0010.The dynamic height is computed by dividing the NAVD 88
 SM0010.geopotential number by the normal gravity value computed on the
 SM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0010.degrees latitude (g = 980.6199 gals.).
 SM0010
 SM0010.The modeled gravity was interpolated from observed gravity values.
 SM0010
 SM0010;                    North         East    Units  Estimated Accuracy
 SM0010;SPC ND N     -    94,690.      750,990.      MT  (+/- 180 meters Scaled)
 SM0010
 SM0010                          SUPERSEDED SURVEY CONTROL
 SM0010
 SM0010  NGVD 29 (??/??/92)  443.108  (m)         1453.76   (f) ADJ UNCH    2 0
 SM0010
 SM0010.Superseded values are not recommended for survey control.
 SM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0010.See file dsdata.txt to determine how the superseded data were derived.
 SM0010
 SM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT387979(NAD 83)
 SM0010_MARKER: DB = BENCH MARK DISK
 SM0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0010_STAMPING: E 118 1934
 SM0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0010+STABILITY: SURFACE MOTION
 SM0010
 SM0010  HISTORY     - Date     Condition        Report By
 SM0010  HISTORY     - 1934     MONUMENTED       CGS
 SM0010  HISTORY     - 1963     GOOD             NGS
 SM0010  HISTORY     - 20030910 MARK NOT FOUND   NDWC
 SM0010
 SM0010                          STATION DESCRIPTION
 SM0010
 SM0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0010'2.05 MI W FROM TOLNA.
 SM0010'ABOUT 2.05 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0010'STATION AT TOLNA, IN SECTION 5, T 150 N, R 61 W, 0.4 MILE WEST OF A
 SM0010'GRAVELED ROAD CROSSING, 58 FEET NORTHWEST OF THE CENTER OF A FIELD
 SM0010'ROAD CROSSING, 4 1/2 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE EAST
 SM0010'OF MILEPOST 93, 35 FEET NORTH OF THE NORTH RAIL, 35 FEET WEST OF THE
 SM0010'CENTER LINE OF THE FIELD ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 SM0010'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 SM0010'CONCRETE POST PROJECTING 2 INCHES.
 SM0010
 SM0010                          STATION RECOVERY (2003)
 SM0010
 SM0010'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2003 (TD)
 SM0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0855 ***********************************************************************
 SN0855  DESIGNATION -  E 12
 SN0855  PID         -  SN0855
 SN0855  STATE/COUNTY-  ND/MCLEAN
 SN0855  USGS QUAD   -  UNDERWOOD (1980)
 SN0855
 SN0855                         *CURRENT SURVEY CONTROL
 SN0855  ___________________________________________________________________
 SN0855* NAD 83(1986)-  47 27 21.     (N)    101 08 07.     (W)     SCALED    
 SN0855* NAVD 88     -       617.973  (meters)    2027.47   (feet)  ADJUSTED  
 SN0855  ___________________________________________________________________
 SN0855  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SN0855  DYNAMIC HT  -         618.017 (meters)    2027.61  (feet)  COMP
 SN0855  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 SN0855
 SN0855  VERT ORDER  -  FIRST     CLASS II
 SN0855
 SN0855.The horizontal coordinates were scaled from a topographic map and have
 SN0855.an estimated accuracy of +/- 6 seconds.
 SN0855
 SN0855.The orthometric height was determined by differential leveling
 SN0855.and adjusted by the National Geodetic Survey in June 1991..
 SN0855.WARNING-Repeat measurements at this control monument indicate possible
 SN0855.vertical movement.
 SN0855
 SN0855.The geoid height was determined by GEOID03.
 SN0855
 SN0855.The dynamic height is computed by dividing the NAVD 88
 SN0855.geopotential number by the normal gravity value computed on the
 SN0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0855.degrees latitude (g = 980.6199 gals.).
 SN0855
 SN0855.The modeled gravity was interpolated from observed gravity values.
 SN0855
 SN0855;                    North         East    Units  Estimated Accuracy
 SN0855;SPC ND N     -    50,880.      552,100.      MT  (+/- 180 meters Scaled)
 SN0855
 SN0855                          SUPERSEDED SURVEY CONTROL
 SN0855
 SN0855.No superseded survey control is available for this station.
 SN0855
 SN0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT390580(NAD 83)
 SN0855_MARKER: DB = BENCH MARK DISK
 SN0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0855_STAMPING: E 12 1927 2026.075
 SN0855_MARK LOGO: CGS   
 SN0855_PROJECTION: PROJECTING 5 CENTIMETERS
 SN0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0855+STABILITY: SURFACE MOTION
 SN0855
 SN0855  HISTORY     - Date     Condition        Report By
 SN0855  HISTORY     - 1927     MONUMENTED       CGS
 SN0855  HISTORY     - 1963     GOOD             NGS
 SN0855  HISTORY     - 1982     GOOD             NGS
 SN0855
 SN0855                          STATION DESCRIPTION
 SN0855
 SN0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN0855'IN UNDERWOOD.
 SN0855'AT UNDERWOOD, AT THE SOO LINE RAILROAD STATION, 49.5 FEET WEST OF THE
 SN0855'WEST RAIL OF THE MAIN TRACK, 58 FEET SOUTH OF THE SOUTHWEST CORNER OF
 SN0855'THE STATION, 4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE,
 SN0855'61.5 FEET NORTH OF A POLE, 16 FEET EAST OF A FENCELINE, 1 FOOT HIGHER
 SN0855'THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SN0855'FOOT.
 SN0855
 SN0855                          STATION RECOVERY (1982)
 SN0855
 SN0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0855'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0855'IN UNDERWOOD, AT THE JUNCTION OF LINCOLN AVENUE AND THE SOO LINE
 SN0855'RAILROAD, 119.0 METERS (390.4 FT) SOUTHEAST OF THE CENTER OF THE
 SN0855'AVENUE, 23.9 METERS (78.4 FT) NORTHEAST OF THE CENTER OF A PAVED
 SN0855'STREET, 17.7 METERS (58.1 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 SN0855'STATION AND 15.1 METERS (49.5 FT) SOUTHWEST OF THE NEAR RAIL.
 SN0855'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SN0855'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0719 ***********************************************************************
 SM0719  DESIGNATION -  E 120
 SM0719  PID         -  SM0719
 SM0719  STATE/COUNTY-  ND/EDDY
 SM0719  USGS QUAD   -  LAKE COE (1961)
 SM0719
 SM0719                         *CURRENT SURVEY CONTROL
 SM0719  ___________________________________________________________________
 SM0719* NAD 83(1986)-  47 41 05.     (N)    098 40 24.     (W)     SCALED    
 SM0719* NAVD 88     -       458.941  (meters)    1505.71   (feet)  ADJUSTED  
 SM0719  ___________________________________________________________________
 SM0719  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM0719  DYNAMIC HT  -         459.001 (meters)    1505.91  (feet)  COMP
 SM0719  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 SM0719
 SM0719  VERT ORDER  -  SECOND    CLASS 0
 SM0719
 SM0719.The horizontal coordinates were scaled from a topographic map and have
 SM0719.an estimated accuracy of +/- 6 seconds.
 SM0719
 SM0719.The orthometric height was determined by differential leveling
 SM0719.and adjusted by the National Geodetic Survey in June 1991..
 SM0719
 SM0719.The geoid height was determined by GEOID03.
 SM0719
 SM0719.The dynamic height is computed by dividing the NAVD 88
 SM0719.geopotential number by the normal gravity value computed on the
 SM0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0719.degrees latitude (g = 980.6199 gals.).
 SM0719
 SM0719.The modeled gravity was interpolated from observed gravity values.
 SM0719
 SM0719;                    North         East    Units  Estimated Accuracy
 SM0719;SPC ND N     -    77,750.      737,130.      MT  (+/- 180 meters Scaled)
 SM0719
 SM0719                          SUPERSEDED SURVEY CONTROL
 SM0719
 SM0719  NGVD 29 (??/??/92)  458.569  (m)         1504.49   (f) ADJ UNCH    2 0
 SM0719
 SM0719.Superseded values are not recommended for survey control.
 SM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0719.See file dsdata.txt to determine how the superseded data were derived.
 SM0719
 SM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT245813(NAD 83)
 SM0719_MARKER: DB = BENCH MARK DISK
 SM0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0719_STAMPING: E 120 1934
 SM0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0719+STABILITY: SURFACE MOTION
 SM0719
 SM0719  HISTORY     - Date     Condition        Report By
 SM0719  HISTORY     - 1934     MONUMENTED       CGS
 SM0719  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0719
 SM0719                          STATION DESCRIPTION
 SM0719
 SM0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0719'12.3 MI NW FROM MCHENRY.
 SM0719'IN EDDY COUNTY, 8.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM MCHENRY,
 SM0719'FOSTER COUNTY, 4.3 MILES WEST ALONG STATE HIGHWAY 15, 350 FEET WEST OF
 SM0719'A 6-FOOT CONCRETE CULVERT, 33 FEET NORTH OF THE CENTERLINE OF THE
 SM0719'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 SM0719'STAMPED E 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0761 ***********************************************************************
 SM0761  DESIGNATION -  E 121
 SM0761  PID         -  SM0761
 SM0761  STATE/COUNTY-  ND/WELLS
 SM0761  USGS QUAD   -  BREMEN (1986)
 SM0761
 SM0761                         *CURRENT SURVEY CONTROL
 SM0761  ___________________________________________________________________
 SM0761* NAD 83(1986)-  47 44 50.     (N)    099 23 11.     (W)     SCALED    
 SM0761* NAVD 88     -       473.150  (meters)    1552.33   (feet)  ADJUSTED  
 SM0761  ___________________________________________________________________
 SM0761  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 SM0761  DYNAMIC HT  -         473.206 (meters)    1552.51  (feet)  COMP
 SM0761  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SM0761
 SM0761  VERT ORDER  -  SECOND    CLASS 0
 SM0761
 SM0761.The horizontal coordinates were scaled from a topographic map and have
 SM0761.an estimated accuracy of +/- 6 seconds.
 SM0761
 SM0761.The orthometric height was determined by differential leveling
 SM0761.and adjusted by the National Geodetic Survey in June 1991..
 SM0761
 SM0761.The geoid height was determined by GEOID03.
 SM0761
 SM0761.The dynamic height is computed by dividing the NAVD 88
 SM0761.geopotential number by the normal gravity value computed on the
 SM0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0761.degrees latitude (g = 980.6199 gals.).
 SM0761
 SM0761.The modeled gravity was interpolated from observed gravity values.
 SM0761
 SM0761;                    North         East    Units  Estimated Accuracy
 SM0761;SPC ND N     -    83,680.      683,500.      MT  (+/- 180 meters Scaled)
 SM0761
 SM0761                          SUPERSEDED SURVEY CONTROL
 SM0761
 SM0761  NGVD 29 (??/??/92)  472.757  (m)         1551.04   (f) ADJ UNCH    2 0
 SM0761
 SM0761.Superseded values are not recommended for survey control.
 SM0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0761.See file dsdata.txt to determine how the superseded data were derived.
 SM0761
 SM0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT710882(NAD 83)
 SM0761_MARKER: DB = BENCH MARK DISK
 SM0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0761_SP_SET: SIDEWALK
 SM0761_STAMPING: E 121 1934
 SM0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0761
 SM0761  HISTORY     - Date     Condition        Report By
 SM0761  HISTORY     - 1934     MONUMENTED       CGS
 SM0761  HISTORY     - 1960     GOOD             NGS
 SM0761
 SM0761                          STATION DESCRIPTION
 SM0761
 SM0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0761'IN BREMEN.
 SM0761'THIS MARK RECOVERED IN FRONT OF THE PRESENT TOWN HALL, ON EAST SIDE OF
 SM0761'MAIN STREET, 13 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 SM0761'BUILDING AND 9 FEET EAST OF THE WEST EDGE OF THE SIDEWALK.  THE TOP OF
 SM0761'THE DISK HAS BEEN BATTERED AND THE STAMPING IS NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0006 ***********************************************************************
 SN0006  DESIGNATION -  E 122
 SN0006  PID         -  SN0006
 SN0006  STATE/COUNTY-  ND/PIERCE
 SN0006  USGS QUAD   -  ANAMOOSE (1958)
 SN0006
 SN0006                         *CURRENT SURVEY CONTROL
 SN0006  ___________________________________________________________________
 SN0006* NAD 83(1986)-  47 55 07.     (N)    100 09 00.     (W)     SCALED    
 SN0006* NAVD 88     -       471.273  (meters)    1546.17   (feet)  ADJUSTED  
 SN0006  ___________________________________________________________________
 SN0006  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 SN0006  DYNAMIC HT  -         471.342 (meters)    1546.39  (feet)  COMP
 SN0006  MODELED GRAV-     980,743.8   (mgal)                       NAVD 88
 SN0006
 SN0006  VERT ORDER  -  SECOND    CLASS 0
 SN0006
 SN0006.The horizontal coordinates were scaled from a topographic map and have
 SN0006.an estimated accuracy of +/- 6 seconds.
 SN0006
 SN0006.The orthometric height was determined by differential leveling
 SN0006.and adjusted by the National Geodetic Survey in June 1991..
 SN0006
 SN0006.The geoid height was determined by GEOID03.
 SN0006
 SN0006.The dynamic height is computed by dividing the NAVD 88
 SN0006.geopotential number by the normal gravity value computed on the
 SN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0006.degrees latitude (g = 980.6199 gals.).
 SN0006
 SN0006.The modeled gravity was interpolated from observed gravity values.
 SN0006
 SN0006;                    North         East    Units  Estimated Accuracy
 SN0006;SPC ND N     -   102,190.      626,160.      MT  (+/- 180 meters Scaled)
 SN0006
 SN0006                          SUPERSEDED SURVEY CONTROL
 SN0006
 SN0006  NGVD 29 (??/??/92)  470.903  (m)         1544.95   (f) ADJ UNCH    2 0
 SN0006
 SN0006.Superseded values are not recommended for survey control.
 SN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0006.See file dsdata.txt to determine how the superseded data were derived.
 SN0006
 SN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU140078(NAD 83)
 SN0006_MARKER: DB = BENCH MARK DISK
 SN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0006_STAMPING: E 122 1934
 SN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0006+STABILITY: SURFACE MOTION
 SN0006
 SN0006  HISTORY     - Date     Condition        Report By
 SN0006  HISTORY     - 1934     MONUMENTED       CGS
 SN0006
 SN0006                          STATION DESCRIPTION
 SN0006
 SN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0006'2.3 MI E FROM AYLNER.
 SN0006'2.3 MILES ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT AYLMER,
 SN0006'PIERCE COUNTY, 10 POLES EAST OF MILEPOST 175, AT A PRIVATE-ROAD
 SN0006'CROSSING, 65 FEET WEST OF THE ROAD, 35 FEET NORTH OF THE CENTERLINE OF
 SN0006'THE TRACK, 20 FEET EAST OF A POLE, 5 FEET LOWER THAN THE RAIL, AND SET
 SN0006'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0356 ***********************************************************************
 TF0356  DESIGNATION -  E 123
 TF0356  PID         -  TF0356
 TF0356  STATE/COUNTY-  ND/MCHENRY
 TF0356  USGS QUAD   -  SIMCOE (1949)
 TF0356
 TF0356                         *CURRENT SURVEY CONTROL
 TF0356  ___________________________________________________________________
 TF0356* NAD 83(1986)-  48 08 42.     (N)    100 49 50.     (W)     SCALED    
 TF0356* NAVD 88     -       476.910  (meters)    1564.66   (feet)  ADJUSTED  
 TF0356  ___________________________________________________________________
 TF0356  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TF0356  DYNAMIC HT  -         476.984 (meters)    1564.90  (feet)  COMP
 TF0356  MODELED GRAV-     980,752.3   (mgal)                       NAVD 88
 TF0356
 TF0356  VERT ORDER  -  SECOND    CLASS 0
 TF0356
 TF0356.The horizontal coordinates were scaled from a topographic map and have
 TF0356.an estimated accuracy of +/- 6 seconds.
 TF0356
 TF0356.The orthometric height was determined by differential leveling
 TF0356.and adjusted by the National Geodetic Survey in June 1991..
 TF0356
 TF0356.The geoid height was determined by GEOID03.
 TF0356
 TF0356.The dynamic height is computed by dividing the NAVD 88
 TF0356.geopotential number by the normal gravity value computed on the
 TF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0356.degrees latitude (g = 980.6199 gals.).
 TF0356
 TF0356.The modeled gravity was interpolated from observed gravity values.
 TF0356
 TF0356;                    North         East    Units  Estimated Accuracy
 TF0356;SPC ND N     -   127,360.      575,400.      MT  (+/- 180 meters Scaled)
 TF0356
 TF0356                          SUPERSEDED SURVEY CONTROL
 TF0356
 TF0356  NGVD 29 (??/??/92)  476.534  (m)         1563.43   (f) ADJ UNCH    2 0
 TF0356
 TF0356.Superseded values are not recommended for survey control.
 TF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0356.See file dsdata.txt to determine how the superseded data were derived.
 TF0356
 TF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU638340(NAD 83)
 TF0356_MARKER: DB = BENCH MARK DISK
 TF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0356_STAMPING: E 123 1934
 TF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0356+STABILITY: SURFACE MOTION
 TF0356
 TF0356  HISTORY     - Date     Condition        Report By
 TF0356  HISTORY     - 1934     MONUMENTED       CGS
 TF0356  HISTORY     - 1962     GOOD             NGS
 TF0356
 TF0356                          STATION DESCRIPTION
 TF0356
 TF0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0356'1.9 MI SE FROM SIMCOE.
 TF0356'ABOUT 1.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0356'STATION AT SIMCOE, ABOUT 0.5 MILE NORTHWEST OF A GRAVELED ROAD
 TF0356'CROSSING, AT MILEPOST 210, 113.9 FEET NORTHWEST OF THE MILEPOST, 37.6
 TF0356'FEET NORTHEAST OF THE NORTHEAST RAIL, 25 FEET SOUTHEAST OF A TELEGRAPH
 TF0356'POLE, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 TF0356'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0578 ***********************************************************************
 TF0578  DESIGNATION -  E 124
 TF0578  PID         -  TF0578
 TF0578  STATE/COUNTY-  ND/RENVILLE
 TF0578  USGS QUAD   -  GLENBURN (1979)
 TF0578
 TF0578                         *CURRENT SURVEY CONTROL
 TF0578  ___________________________________________________________________
 TF0578* NAD 83(1986)-  48 30 54.     (N)    101 13 35.     (W)     SCALED    
 TF0578* NAVD 88     -       479.811  (meters)    1574.18   (feet)  ADJUSTED  
 TF0578  ___________________________________________________________________
 TF0578  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF0578  DYNAMIC HT  -         479.904 (meters)    1574.48  (feet)  COMP
 TF0578  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TF0578
 TF0578  VERT ORDER  -  SECOND    CLASS 0
 TF0578
 TF0578.The horizontal coordinates were scaled from a topographic map and have
 TF0578.an estimated accuracy of +/- 6 seconds.
 TF0578
 TF0578.The orthometric height was determined by differential leveling
 TF0578.and adjusted by the National Geodetic Survey in June 1991..
 TF0578
 TF0578.The geoid height was determined by GEOID03.
 TF0578
 TF0578.The dynamic height is computed by dividing the NAVD 88
 TF0578.geopotential number by the normal gravity value computed on the
 TF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0578.degrees latitude (g = 980.6199 gals.).
 TF0578
 TF0578.The modeled gravity was interpolated from observed gravity values.
 TF0578
 TF0578;                    North         East    Units  Estimated Accuracy
 TF0578;SPC ND N     -   168,700.      546,340.      MT  (+/- 180 meters Scaled)
 TF0578
 TF0578                          SUPERSEDED SURVEY CONTROL
 TF0578
 TF0578  NGVD 29 (??/??/92)  479.450  (m)         1573.00   (f) ADJ UNCH    2 0
 TF0578
 TF0578.Superseded values are not recommended for survey control.
 TF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0578.See file dsdata.txt to determine how the superseded data were derived.
 TF0578
 TF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU355759(NAD 83)
 TF0578_MARKER: DB = BENCH MARK DISK
 TF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0578_STAMPING: E 124 1934
 TF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0578+STABILITY: SURFACE MOTION
 TF0578
 TF0578  HISTORY     - Date     Condition        Report By
 TF0578  HISTORY     - 1934     MONUMENTED       CGS
 TF0578  HISTORY     - 1935     GOOD             NGS
 TF0578
 TF0578                          STATION DESCRIPTION
 TF0578
 TF0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0578'IN GLENBURN.
 TF0578'AT GLENBURN, RENVILLE COUNTY, ON THE GREAT NORTHERN RAILWAY, 5 POLES
 TF0578'NORTHWEST OF THE STATION, 15 POLES SOUTHEAST OF MILEPOST 25, 105 FEET
 TF0578'NORTHWEST OF THE NORTH END OF A SIDING, 57 FEET SOUTHWEST OF A SNOW
 TF0578'FENCE, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 8 FEET
 TF0578'NORTHWEST OF A POLE, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.
 TF0578'A STANDARD DISK, STAMPED E 124 1934 AND SET IN THE TOP OF A CONCRETE
 TF0578'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0827 ***********************************************************************
 SM0827  DESIGNATION -  E 125
 SM0827  PID         -  SM0827
 SM0827  STATE/COUNTY-  ND/STUTSMAN
 SM0827  USGS QUAD   -  WOODWORTH (1986)
 SM0827
 SM0827                         *CURRENT SURVEY CONTROL
 SM0827  ___________________________________________________________________
 SM0827* NAD 83(1986)-  47 08 38.     (N)    099 18 10.     (W)     SCALED    
 SM0827* NAVD 88     -       625.840  (meters)    2053.28   (feet)  ADJUSTED  
 SM0827  ___________________________________________________________________
 SM0827  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 SM0827  DYNAMIC HT  -         625.870 (meters)    2053.38  (feet)  COMP
 SM0827  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 SM0827
 SM0827  VERT ORDER  -  SECOND    CLASS 0
 SM0827
 SM0827.The horizontal coordinates were scaled from a topographic map and have
 SM0827.an estimated accuracy of +/- 6 seconds.
 SM0827
 SM0827.The orthometric height was determined by differential leveling
 SM0827.and adjusted by the National Geodetic Survey in June 1991..
 SM0827
 SM0827.The geoid height was determined by GEOID03.
 SM0827
 SM0827.The dynamic height is computed by dividing the NAVD 88
 SM0827.geopotential number by the normal gravity value computed on the
 SM0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0827.degrees latitude (g = 980.6199 gals.).
 SM0827
 SM0827.The modeled gravity was interpolated from observed gravity values.
 SM0827
 SM0827;                    North         East    Units  Estimated Accuracy
 SM0827;SPC ND S     -   164,900.      690,800.      MT  (+/- 180 meters Scaled)
 SM0827
 SM0827                          SUPERSEDED SURVEY CONTROL
 SM0827
 SM0827  NGVD 29 (??/??/92)  625.405  (m)         2051.85   (f) ADJ UNCH    2 0
 SM0827
 SM0827.Superseded values are not recommended for survey control.
 SM0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0827.See file dsdata.txt to determine how the superseded data were derived.
 SM0827
 SM0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT770211(NAD 83)
 SM0827_MARKER: DB = BENCH MARK DISK
 SM0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0827_SP_SET: BUILDING
 SM0827_STAMPING: E 125 1934
 SM0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0827
 SM0827  HISTORY     - Date     Condition        Report By
 SM0827  HISTORY     - 1934     MONUMENTED       CGS
 SM0827  HISTORY     - 1960     GOOD             NGS
 SM0827
 SM0827                          STATION DESCRIPTION
 SM0827
 SM0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0827'IN WOODWORTH.
 SM0827'AT WOODWORTH, STUTSMAN COUNTY, AT THE PUBLIC SCHOOL, 3 BLOCKS NORTH OF
 SM0827'THE NORTHERN PACIFIC RAILWAY, IN THE BRICK WALL, 2.5 FEET NORTH OF THE
 SM0827'SOUTHWEST CORNER, AND ABOUT 5 FEET ABOVE GROUND.  A STANDARD DISK,
 SM0827'STAMPED E 125 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0088 ***********************************************************************
 SN0088  DESIGNATION -  E 126
 SN0088  PID         -  SN0088
 SN0088  STATE/COUNTY-  ND/BURLEIGH
 SN0088  USGS QUAD   -  ARENA (1979)
 SN0088
 SN0088                         *CURRENT SURVEY CONTROL
 SN0088  ___________________________________________________________________
 SN0088* NAD 83(1986)-  47 07 32.     (N)    100 09 57.     (W)     SCALED    
 SN0088* NAVD 88     -       574.038  (meters)    1883.32   (feet)  ADJUSTED  
 SN0088  ___________________________________________________________________
 SN0088  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 SN0088  DYNAMIC HT  -         574.060 (meters)    1883.40  (feet)  COMP
 SN0088  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 SN0088
 SN0088  VERT ORDER  -  SECOND    CLASS 0
 SN0088
 SN0088.The horizontal coordinates were scaled from a topographic map and have
 SN0088.an estimated accuracy of +/- 6 seconds.
 SN0088
 SN0088.The orthometric height was determined by differential leveling
 SN0088.and adjusted by the National Geodetic Survey in June 1991..
 SN0088
 SN0088.The geoid height was determined by GEOID03.
 SN0088
 SN0088.The dynamic height is computed by dividing the NAVD 88
 SN0088.geopotential number by the normal gravity value computed on the
 SN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0088.degrees latitude (g = 980.6199 gals.).
 SN0088
 SN0088.The modeled gravity was interpolated from observed gravity values.
 SN0088
 SN0088;                    North         East    Units  Estimated Accuracy
 SN0088;SPC ND S     -   162,220.      625,350.      MT  (+/- 180 meters Scaled)
 SN0088
 SN0088                          SUPERSEDED SURVEY CONTROL
 SN0088
 SN0088  NGVD 29 (??/??/92)  573.620  (m)         1881.95   (f) ADJ UNCH    2 0
 SN0088
 SN0088.Superseded values are not recommended for survey control.
 SN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0088.See file dsdata.txt to determine how the superseded data were derived.
 SN0088
 SN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT115197(NAD 83)
 SN0088_MARKER: DB = BENCH MARK DISK
 SN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0088_STAMPING: E 126 1934
 SN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0088+STABILITY: SURFACE MOTION
 SN0088
 SN0088  HISTORY     - Date     Condition        Report By
 SN0088  HISTORY     - 1934     MONUMENTED       CGS
 SN0088  HISTORY     - 1957     GOOD             NGS
 SN0088
 SN0088                          STATION DESCRIPTION
 SN0088
 SN0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0088'IN ARENA.
 SN0088'AT ARENA, BURLEIGH COUNTY, 5 POLES WEST OF THE NORTHERN PACIFIC
 SN0088'RAILWAY STATION, SOUTHWEST AND OPPOSITE MILEPOST 63, 6 FEET NORTHEAST
 SN0088'OF THE SECOND POLE EAST OF A PUBLIC-ROAD CROSSING, 48 FEET SOUTH OF
 SN0088'THE CENTERLINE OF THE TRACK, 2 FEET LOWER THAN THE RAIL, AND SET IN
 SN0088'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0113 ***********************************************************************
 RR0113  DESIGNATION -  E 128
 RR0113  PID         -  RR0113
 RR0113  STATE/COUNTY-  ND/SIOUX
 RR0113  USGS QUAD   -  CANNON BALL (1968)
 RR0113
 RR0113                         *CURRENT SURVEY CONTROL
 RR0113  ___________________________________________________________________
 RR0113* NAD 83(1986)-  46 25 39.     (N)    100 35 35.     (W)     SCALED    
 RR0113* NAVD 88     -       492.359  (meters)    1615.35   (feet)  ADJUSTED  
 RR0113  ___________________________________________________________________
 RR0113  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0113  DYNAMIC HT  -         492.352 (meters)    1615.32  (feet)  COMP
 RR0113  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 RR0113
 RR0113  VERT ORDER  -  SECOND    CLASS 0
 RR0113
 RR0113.The horizontal coordinates were scaled from a topographic map and have
 RR0113.an estimated accuracy of +/- 6 seconds.
 RR0113
 RR0113.The orthometric height was determined by differential leveling
 RR0113.and adjusted by the National Geodetic Survey in June 1991..
 RR0113
 RR0113.The geoid height was determined by GEOID03.
 RR0113
 RR0113.The dynamic height is computed by dividing the NAVD 88
 RR0113.geopotential number by the normal gravity value computed on the
 RR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0113.degrees latitude (g = 980.6199 gals.).
 RR0113
 RR0113.The modeled gravity was interpolated from observed gravity values.
 RR0113
 RR0113;                    North         East    Units  Estimated Accuracy
 RR0113;SPC ND S     -    84,580.      592,850.      MT  (+/- 180 meters Scaled)
 RR0113
 RR0113                          SUPERSEDED SURVEY CONTROL
 RR0113
 RR0113  NGVD 29 (??/??/92)  491.948  (m)         1614.00   (f) ADJ UNCH    2 0
 RR0113
 RR0113.Superseded values are not recommended for survey control.
 RR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0113.See file dsdata.txt to determine how the superseded data were derived.
 RR0113
 RR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS776427(NAD 83)
 RR0113_MARKER: DB = BENCH MARK DISK
 RR0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0113_SP_SET: RETAINING WALL
 RR0113_STAMPING: E 128 1934
 RR0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0113
 RR0113  HISTORY     - Date     Condition        Report By
 RR0113  HISTORY     - 1934     MONUMENTED       CGS
 RR0113  HISTORY     - 1956     GOOD             NGS
 RR0113
 RR0113                          STATION DESCRIPTION
 RR0113
 RR0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0113'1.7 MI N FROM CANNON BALL.
 RR0113'1.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE WATER TANK
 RR0113'AT CANNON BALL, SIOUX COUNTY, AT THE BRIDGE OVER CANNON BALL RIVER, IN
 RR0113'THE SOUTHWEST CONCRETE RETAINING WALL, 5 FEET EAST OF THE WEST END,
 RR0113'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 RR0113'STAMPED E 128 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0163 ***********************************************************************
 RR0163  DESIGNATION -  E 129
 RR0163  PID         -  RR0163
 RR0163  STATE/COUNTY-  ND/SIOUX
 RR0163  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0163
 RR0163                         *CURRENT SURVEY CONTROL
 RR0163  ___________________________________________________________________
 RR0163* NAD 83(1986)-  46 01 49.     (N)    100 46 25.     (W)     SCALED    
 RR0163* NAVD 88     -       562.747  (meters)    1846.28   (feet)  ADJUSTED  
 RR0163  ___________________________________________________________________
 RR0163  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 RR0163  DYNAMIC HT  -         562.717 (meters)    1846.18  (feet)  COMP
 RR0163  MODELED GRAV-     980,543.8   (mgal)                       NAVD 88
 RR0163
 RR0163  VERT ORDER  -  SECOND    CLASS 0
 RR0163
 RR0163.The horizontal coordinates were scaled from a topographic map and have
 RR0163.an estimated accuracy of +/- 6 seconds.
 RR0163
 RR0163.The orthometric height was determined by differential leveling
 RR0163.and adjusted by the National Geodetic Survey in June 1991..
 RR0163
 RR0163.The geoid height was determined by GEOID03.
 RR0163
 RR0163.The dynamic height is computed by dividing the NAVD 88
 RR0163.geopotential number by the normal gravity value computed on the
 RR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0163.degrees latitude (g = 980.6199 gals.).
 RR0163
 RR0163.The modeled gravity was interpolated from observed gravity values.
 RR0163
 RR0163;                    North         East    Units  Estimated Accuracy
 RR0163;SPC ND S     -    40,460.      578,820.      MT  (+/- 180 meters Scaled)
 RR0163
 RR0163                          SUPERSEDED SURVEY CONTROL
 RR0163
 RR0163  NGVD 29 (??/??/92)  562.341  (m)         1844.95   (f) ADJ UNCH    2 0
 RR0163
 RR0163.Superseded values are not recommended for survey control.
 RR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0163.See file dsdata.txt to determine how the superseded data were derived.
 RR0163
 RR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR627989(NAD 83)
 RR0163_MARKER: DB = BENCH MARK DISK
 RR0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0163_SP_SET: CULVERT
 RR0163_STAMPING: E 129 1934
 RR0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0163
 RR0163  HISTORY     - Date     Condition        Report By
 RR0163  HISTORY     - 1934     MONUMENTED       CGS
 RR0163  HISTORY     - 1956     GOOD             NGS
 RR0163  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0163
 RR0163                          STATION DESCRIPTION
 RR0163
 RR0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0163'6.7 MI E FROM SELFRIDGE.
 RR0163'6.7 MILES EAST ALONG STATE HIGHWAY 6 FROM THE CHICAGO, MILWAUKEE, ST.
 RR0163'PAUL AND PACIFIC RAILROAD STATION AT SELFRIDGE, SIOUX COUNTY, THENCE
 RR0163'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 24.  ABOUT 200 FEET WEST OF A
 RR0163'CROSS ROAD AT THE CREST OF A RISE, AT A LARGE BOX-CULVERT, IN THE
 RR0163'CENTER OF THE TOP OF THE NORTH CONCRETE HEAD WALL, AND ABOUT 18 INCHES
 RR0163'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 129 1934. NOTE--
 RR0163'RD REBUILT, CULVERT APPEARS TO HAVE BEEN REPLACED.
 RR0163
 RR0163                          STATION RECOVERY (1967)
 RR0163
 RR0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1022 ***********************************************************************
 TF1022  DESIGNATION -  E 13
 TF1022  PID         -  TF1022
 TF1022  STATE/COUNTY-  ND/WARD
 TF1022  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1022
 TF1022                         *CURRENT SURVEY CONTROL
 TF1022  ___________________________________________________________________
 TF1022* NAD 83(1986)-  48 00 17.     (N)    101 17 27.     (W)     SCALED    
 TF1022* NAVD 88     -       667.665  (meters)    2190.50   (feet)  POSTED    
 TF1022  ___________________________________________________________________
 TF1022  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1022  DYNAMIC HT  -         667.750 (meters)    2190.78  (feet)  COMP
 TF1022  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 TF1022
 TF1022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TF1022
 TF1022.The horizontal coordinates were scaled from a topographic map and have
 TF1022.an estimated accuracy of +/- 6 seconds.
 TF1022
 TF1022.The orthometric height was determined by differential leveling
 TF1022.and adjusted by the National Geodetic Survey in 1992..
 TF1022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TF1022.rate of 0.0 thru 1.0 mm/km.
 TF1022
 TF1022.The geoid height was determined by GEOID03.
 TF1022
 TF1022.The dynamic height is computed by dividing the NAVD 88
 TF1022.geopotential number by the normal gravity value computed on the
 TF1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1022.degrees latitude (g = 980.6199 gals.).
 TF1022
 TF1022.The modeled gravity was interpolated from observed gravity values.
 TF1022
 TF1022;                    North         East    Units  Estimated Accuracy
 TF1022;SPC ND N     -   112,010.      540,990.      MT  (+/- 180 meters Scaled)
 TF1022
 TF1022                          SUPERSEDED SURVEY CONTROL
 TF1022
 TF1022.No superseded survey control is available for this station.
 TF1022
 TF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291193(NAD 83)
 TF1022_MARKER: DB = BENCH MARK DISK
 TF1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1022+STABILITY: SURFACE MOTION
 TF1022
 TF1022  HISTORY     - Date     Condition        Report By
 TF1022  HISTORY     - UNK      MONUMENTED       CGS
 TF1022  HISTORY     - 1927     GOOD             NGS
 TF1022
 TF1022                          STATION DESCRIPTION
 TF1022
 TF1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 TF1022'12.5 MI N FROM MAX.
 TF1022'ON THE DIVIDE THAT SEPARATES THE WATERS OF THE SOURIS AND MISSOURI
 TF1022'RIVERS.  ON THE E. SIDE OF A HILL WHERE HIGHWAY NO. 6 CROSSES THE
 TF1022'DIVIDE, MAKING A CURVE TO THE EASTWARD.  60 FT. W. OF THE CENTER OF
 TF1022'THE HIGHWAY.  65 1/2 FT. E. OF A SNOW FENCE.  100 FT. W. OF THE UPPER
 TF1022'EDGE OF A CABLE GUARD FENCE.  STANDARD BRASS B.M. TABLET SET IN A
 TF1022'CONCRETE POST EXTENDING ABOUT 4 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1023 ***********************************************************************
 TF1023  DESIGNATION -  E 13 RESET
 TF1023  PID         -  TF1023
 TF1023  STATE/COUNTY-  ND/WARD
 TF1023  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1023
 TF1023                         *CURRENT SURVEY CONTROL
 TF1023  ___________________________________________________________________
 TF1023* NAD 83(1986)-  48 00 17.     (N)    101 17 27.     (W)     SCALED    
 TF1023* NAVD 88     -       668.509  (meters)    2193.27   (feet)  ADJUSTED  
 TF1023  ___________________________________________________________________
 TF1023  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1023  DYNAMIC HT  -         668.595 (meters)    2193.55  (feet)  COMP
 TF1023  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 TF1023
 TF1023  VERT ORDER  -  FIRST     CLASS II
 TF1023
 TF1023.The horizontal coordinates were scaled from a topographic map and have
 TF1023.an estimated accuracy of +/- 6 seconds.
 TF1023
 TF1023.The orthometric height was determined by differential leveling
 TF1023.and adjusted by the National Geodetic Survey in June 1991..
 TF1023.WARNING-Repeat measurements at this control monument indicate possible
 TF1023.vertical movement.
 TF1023
 TF1023.The geoid height was determined by GEOID03.
 TF1023
 TF1023.The dynamic height is computed by dividing the NAVD 88
 TF1023.geopotential number by the normal gravity value computed on the
 TF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1023.degrees latitude (g = 980.6199 gals.).
 TF1023
 TF1023.The modeled gravity was interpolated from observed gravity values.
 TF1023
 TF1023;                    North         East    Units  Estimated Accuracy
 TF1023;SPC ND N     -   112,010.      540,990.      MT  (+/- 180 meters Scaled)
 TF1023
 TF1023                          SUPERSEDED SURVEY CONTROL
 TF1023
 TF1023  NGVD 29 (??/??/92)  668.100  (m)         2191.92   (f) ADJ UNCH    1 2
 TF1023
 TF1023.Superseded values are not recommended for survey control.
 TF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1023.See file dsdata.txt to determine how the superseded data were derived.
 TF1023
 TF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291193(NAD 83)
 TF1023_MARKER: DB = BENCH MARK DISK
 TF1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1023_STAMPING: E 13 RESET 1940
 TF1023_MARK LOGO: CGS   
 TF1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1023+STABILITY: SURFACE MOTION
 TF1023
 TF1023  HISTORY     - Date     Condition        Report By
 TF1023  HISTORY     - 1940     MONUMENTED       NDHD
 TF1023  HISTORY     - 1962     GOOD             NGS
 TF1023  HISTORY     - 1982     GOOD             NGS
 TF1023
 TF1023                          STATION DESCRIPTION
 TF1023
 TF1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1023'15.7 MI S FROM MINOT.
 TF1023'15.7 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1023'ABOUT 106 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING WEST TO AN
 TF1023'AIRPORT, 124 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 51.5 FEET
 TF1023'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE, NORTH OF A
 TF1023'WITNESS POST, 25 FEET ABOVE THE HIGHWAY A DISK IN THE TOP OF A
 TF1023'CONCRETE POST PROJECTING 0.1 FOOT.
 TF1023
 TF1023                          STATION RECOVERY (1982)
 TF1023
 TF1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1023'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 TF1023'0.2 KM (0.1 MI) NORTH OF A PAVED ROAD LEADING WEST TO AN AIR FORCE
 TF1023'RADAR STATION, ADD 0.5 METER (1.6 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0374 ***********************************************************************
 RR0374  DESIGNATION -  E 130
 RR0374  PID         -  RR0374
 RR0374  STATE/COUNTY-  ND/MORTON
 RR0374  USGS QUAD   -  TIMMER (1971)
 RR0374
 RR0374                         *CURRENT SURVEY CONTROL
 RR0374  ___________________________________________________________________
 RR0374* NAD 83(1986)-  46 22 09.     (N)    101 00 49.     (W)     SCALED    
 RR0374* NAVD 88     -       531.643  (meters)    1744.23   (feet)  ADJUSTED  
 RR0374  ___________________________________________________________________
 RR0374  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 RR0374  DYNAMIC HT  -         531.627 (meters)    1744.18  (feet)  COMP
 RR0374  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 RR0374
 RR0374  VERT ORDER  -  SECOND    CLASS 0
 RR0374
 RR0374.The horizontal coordinates were scaled from a topographic map and have
 RR0374.an estimated accuracy of +/- 6 seconds.
 RR0374
 RR0374.The orthometric height was determined by differential leveling
 RR0374.and adjusted by the National Geodetic Survey in June 1991..
 RR0374
 RR0374.The geoid height was determined by GEOID03.
 RR0374
 RR0374.The dynamic height is computed by dividing the NAVD 88
 RR0374.geopotential number by the normal gravity value computed on the
 RR0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0374.degrees latitude (g = 980.6199 gals.).
 RR0374
 RR0374.The modeled gravity was interpolated from observed gravity values.
 RR0374
 RR0374;                    North         East    Units  Estimated Accuracy
 RR0374;SPC ND S     -    78,220.      560,480.      MT  (+/- 180 meters Scaled)
 RR0374
 RR0374                          SUPERSEDED SURVEY CONTROL
 RR0374
 RR0374  NGVD 29 (??/??/92)  531.205  (m)         1742.80   (f) ADJ UNCH    2 0
 RR0374
 RR0374.Superseded values are not recommended for survey control.
 RR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0374.See file dsdata.txt to determine how the superseded data were derived.
 RR0374
 RR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS451370(NAD 83)
 RR0374_MARKER: DB = BENCH MARK DISK
 RR0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0374_STAMPING: 1742.723 E 130 1934
 RR0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0374+STABILITY: SURFACE MOTION
 RR0374
 RR0374  HISTORY     - Date     Condition        Report By
 RR0374  HISTORY     - 1934     MONUMENTED       CGS
 RR0374  HISTORY     - 1975     GOOD             USGS
 RR0374
 RR0374                          STATION DESCRIPTION
 RR0374
 RR0374'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0374'IN TIMMER.
 RR0374'AT TIMMER, MORTON COUNTY.  IN THE NE QUARTER OF SECTION 5, T. 133 N.,
 RR0374'R. 82 W..  47 FEET NE OF OLD RR GRADE.  124 FEET SW ALONG ROAD, 21
 RR0374'FEET SE PERPENDICULAR TO ROAD, AND 1.2 FEET LOWER THAN T-ROAD NW.  A
 RR0374'STANDARD DISK STAMPED 1742.723 E 130 1934 AND SET IN THE TOP OF A
 RR0374'CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0406 ***********************************************************************
 RR0406  DESIGNATION -  E 15
 RR0406  PID         -  RR0406
 RR0406  STATE/COUNTY-  ND/MORTON
 RR0406  USGS QUAD   -  GLEN ULLIN (1980)
 RR0406
 RR0406                         *CURRENT SURVEY CONTROL
 RR0406  ___________________________________________________________________
 RR0406* NAD 83(1986)-  46 49 00.     (N)    101 49 47.     (W)     SCALED    
 RR0406* NAVD 88     -       632.032  (meters)    2073.59   (feet)  ADJUSTED  
 RR0406  ___________________________________________________________________
 RR0406  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RR0406  DYNAMIC HT  -         632.027 (meters)    2073.58  (feet)  COMP
 RR0406  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 RR0406
 RR0406  VERT ORDER  -  FIRST     CLASS II
 RR0406
 RR0406.The horizontal coordinates were scaled from a topographic map and have
 RR0406.an estimated accuracy of +/- 6 seconds.
 RR0406
 RR0406.The orthometric height was determined by differential leveling
 RR0406.and adjusted by the National Geodetic Survey in June 1991..
 RR0406
 RR0406.The geoid height was determined by GEOID03.
 RR0406
 RR0406.The dynamic height is computed by dividing the NAVD 88
 RR0406.geopotential number by the normal gravity value computed on the
 RR0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0406.degrees latitude (g = 980.6199 gals.).
 RR0406
 RR0406.The modeled gravity was interpolated from observed gravity values.
 RR0406
 RR0406;                    North         East    Units  Estimated Accuracy
 RR0406;SPC ND S     -   128,690.      498,530.      MT  (+/- 180 meters Scaled)
 RR0406
 RR0406                          SUPERSEDED SURVEY CONTROL
 RR0406
 RR0406  NGVD 29 (??/??/92)  631.617  (m)         2072.23   (f) ADJ UNCH    1 2
 RR0406
 RR0406.Superseded values are not recommended for survey control.
 RR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0406.See file dsdata.txt to determine how the superseded data were derived.
 RR0406
 RR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS841886(NAD 83)
 RR0406_MARKER: DB = BENCH MARK DISK
 RR0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0406_STAMPING: 2072.151 E 15 1931
 RR0406_MARK LOGO: CGS   
 RR0406_PROJECTION: RECESSED 15 CENTIMETERS
 RR0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0406+STABILITY: SURFACE MOTION
 RR0406
 RR0406  HISTORY     - Date     Condition        Report By
 RR0406  HISTORY     - 1931     MONUMENTED       CGS
 RR0406  HISTORY     - 1956     GOOD             NGS
 RR0406  HISTORY     - 1982     GOOD             NGS
 RR0406
 RR0406                          STATION DESCRIPTION
 RR0406
 RR0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0406'IN GLEN ULLIN.
 RR0406'AT GLEN ULLIN, 106.5 FEET SOUTH AND 52.5 FEET EAST OF THE SOUTHEAST
 RR0406'CORNER OF THE NEW RAILROAD STATION, 1.5 FEET NORTH-NORTHWEST OF THE
 RR0406'WATER FAUCET NEAR THE CENTER OF A SMALL PARK.  THE CITY PARK IS
 RR0406'SOUTHEAST OF THE STATION AND 49 FEET NORTH OF THE LINE OF THE ROW OF
 RR0406'POLES RUNNING ALONG THE NORTH SIDE OF THE MAIN STREET.  A STANDARD
 RR0406'DISK SET IN THE TOP OF A CONCRETE POST.
 RR0406
 RR0406                          STATION RECOVERY (1982)
 RR0406
 RR0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0406'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RR0406'IN GLEN ULLIN, AT THE INTERSECTION OF SOUTH AVENUE AND B STREET, 55.5
 RR0406'METERS (182.1 FT) WEST OF THE CENTER OF THE STREET, 28.9 METERS (94.8
 RR0406'FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 23.1
 RR0406'METERS (75.8 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 2.2 METERS
 RR0406'(7.2 FT) SOUTH OF A 3-TRUNKED TREE AND 0.5 METER (1.6 FT)
 RR0406'NORTH-NORTHWEST OF THE CENTER ONE OF THREE WATER FAUCETS.
 RR0406'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0002 ***********************************************************************
 RR0002  DESIGNATION -  E 16
 RR0002  PID         -  RR0002
 RR0002  STATE/COUNTY-  ND/BURLEIGH
 RR0002  USGS QUAD   -  STERLING (1975)
 RR0002
 RR0002                         *CURRENT SURVEY CONTROL
 RR0002  ___________________________________________________________________
 RR0002* NAD 83(1986)-  46 48 43.     (N)    100 17 32.     (W)     SCALED    
 RR0002* NAVD 88     -       554.241  (meters)    1818.37   (feet)  ADJUSTED  
 RR0002  ___________________________________________________________________
 RR0002  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 RR0002  DYNAMIC HT  -         554.251 (meters)    1818.41  (feet)  COMP
 RR0002  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RR0002
 RR0002  VERT ORDER  -  FIRST     CLASS II
 RR0002
 RR0002.The horizontal coordinates were scaled from a topographic map and have
 RR0002.an estimated accuracy of +/- 6 seconds.
 RR0002
 RR0002.The orthometric height was determined by differential leveling
 RR0002.and adjusted by the National Geodetic Survey in June 1991..
 RR0002
 RR0002.The geoid height was determined by GEOID03.
 RR0002
 RR0002.The dynamic height is computed by dividing the NAVD 88
 RR0002.geopotential number by the normal gravity value computed on the
 RR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0002.degrees latitude (g = 980.6199 gals.).
 RR0002
 RR0002.The modeled gravity was interpolated from observed gravity values.
 RR0002
 RR0002;                    North         East    Units  Estimated Accuracy
 RR0002;SPC ND S     -   127,330.      615,860.      MT  (+/- 180 meters Scaled)
 RR0002
 RR0002                          SUPERSEDED SURVEY CONTROL
 RR0002
 RR0002  NGVD 29 (??/??/92)  553.823  (m)         1817.00   (f) ADJ UNCH    1 2
 RR0002
 RR0002.Superseded values are not recommended for survey control.
 RR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0002.See file dsdata.txt to determine how the superseded data were derived.
 RR0002
 RR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS014850(NAD 83)
 RR0002_MARKER: DB = BENCH MARK DISK
 RR0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0002_STAMPING: 1817.001 E 16 1931
 RR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0002+STABILITY: SURFACE MOTION
 RR0002
 RR0002  HISTORY     - Date     Condition        Report By
 RR0002  HISTORY     - 1931     MONUMENTED       CGS
 RR0002  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0002  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0002
 RR0002                          STATION DESCRIPTION
 RR0002
 RR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0002'IN STERLING.
 RR0002'AT STERLING, BURLEIGH COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 85 FEET
 RR0002'WEST OF THE STATION, JUST INSIDE THE FENCE SURROUNDING THE
 RR0002'SECTION-FOREMANS HOUSE, 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 RR0002'THE HOUSE, 44 FEET NORTH OF THE NORTH RAIL, AND 18 FEET WEST OF THE
 RR0002'FENCE CORNER.  A STANDARD DISK, STAMPED 1817.001 E 16 1931 AND SET IN
 RR0002'THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.
 RR0002'NOTE-- ALL POINTS OF MEASUREMENT ARE DESTROYED.
 RR0002
 RR0002                          STATION RECOVERY (1975)
 RR0002
 RR0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0002'MARK NOT FOUND.
 RR0002
 RR0002                          STATION RECOVERY (1982)
 RR0002
 RR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0002'NOT RECOVERED, MARK PROBABLY DESTROYED WHEN STATION REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0123 ***********************************************************************
 TF0123  DESIGNATION -  E 170
 TF0123  PID         -  TF0123
 TF0123  STATE/COUNTY-  ND/BOTTINEAU
 TF0123  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF0123
 TF0123                         *CURRENT SURVEY CONTROL
 TF0123  ___________________________________________________________________
 TF0123* NAD 83(1986)-  48 58 49.     (N)    100 22 48.     (W)     SCALED    
 TF0123* NAVD 88     -       665.097  (meters)    2182.07   (feet)  ADJUSTED  
 TF0123  ___________________________________________________________________
 TF0123  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0123  DYNAMIC HT  -         665.245 (meters)    2182.56  (feet)  COMP
 TF0123  MODELED GRAV-     980,809.2   (mgal)                       NAVD 88
 TF0123
 TF0123  VERT ORDER  -  SECOND    CLASS 0
 TF0123
 TF0123.The horizontal coordinates were scaled from a topographic map and have
 TF0123.an estimated accuracy of +/- 6 seconds.
 TF0123
 TF0123.The orthometric height was determined by differential leveling
 TF0123.and adjusted by the National Geodetic Survey in June 1991..
 TF0123
 TF0123.The geoid height was determined by GEOID03.
 TF0123
 TF0123.The dynamic height is computed by dividing the NAVD 88
 TF0123.geopotential number by the normal gravity value computed on the
 TF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0123.degrees latitude (g = 980.6199 gals.).
 TF0123
 TF0123.The modeled gravity was interpolated from observed gravity values.
 TF0123
 TF0123;                    North         East    Units  Estimated Accuracy
 TF0123;SPC ND N     -   220,190.      608,790.      MT  (+/- 180 meters Scaled)
 TF0123
 TF0123                          SUPERSEDED SURVEY CONTROL
 TF0123
 TF0123  NGVD 29 (??/??/92)  664.686  (m)         2180.72   (f) ADJ UNCH    2 0
 TF0123
 TF0123.Superseded values are not recommended for survey control.
 TF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0123.See file dsdata.txt to determine how the superseded data were derived.
 TF0123
 TF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV990261(NAD 83)
 TF0123_MARKER: DB = BENCH MARK DISK
 TF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0123_STAMPING: E 170 1935
 TF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0123+STABILITY: SURFACE MOTION
 TF0123
 TF0123  HISTORY     - Date     Condition        Report By
 TF0123  HISTORY     - 1935     MONUMENTED       CGS
 TF0123  HISTORY     - 1955     POOR             NGS
 TF0123
 TF0123                          STATION DESCRIPTION
 TF0123
 TF0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 TF0123'2.0 MI W FROM METIGOSHE PARK.
 TF0123'2.0 MILES WEST ALONG A SECTION-LINE ROAD FROM THE M. WOODS HOUSE AT
 TF0123'METIGOSHE PARK, BOTTINEAU COUNTY, 1.5 MILES WEST OF LAKE METIGOSHE, 95
 TF0123'YARDS NORTH OF THE CORNER OF SECTIONS 33, 34, 3 AND 4, T. 164 N., R.
 TF0123'75 W.  T. 163 N., R. 75 W., 84 FEET WEST OF THE SOUTHWEST CORNER OF
 TF0123'HILTON SCHOOL NO. 3, AND 35.5 FEET EAST OF THE CENTERLINE OF A ROAD. A
 TF0123'STANDARD DISK, STAMPED E 170 1935 AND SET IN THE TOP OF A CONCRETE
 TF0123'POST.  NOTE-- POST IS IN PLACE BUT HAS BEEN BROKEN OFF ABOUT A FOOT
 TF0123'UNDERGROUND.  OK FOR TOPOGRAPHY.  M. WOODS HOUSE MENTIONED IN
 TF0123'DESCRIPTION IS GONE.  NO TRACE OF IT IS LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0086 ***********************************************************************
 TF0086  DESIGNATION -  E 172
 TF0086  PID         -  TF0086
 TF0086  STATE/COUNTY-  ND/ROLETTE
 TF0086  USGS QUAD   -  DUNSEITH (1955)
 TF0086
 TF0086                         *CURRENT SURVEY CONTROL
 TF0086  ___________________________________________________________________
 TF0086* NAD 83(1986)-  48 46 35.     (N)    100 00 28.     (W)     SCALED    
 TF0086* NAVD 88     -       502.396  (meters)    1648.28   (feet)  POSTED    
 TF0086  ___________________________________________________________________
 TF0086  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TF0086  DYNAMIC HT  -         502.520 (meters)    1648.68  (feet)  COMP
 TF0086  MODELED GRAV-     980,841.1   (mgal)                       NAVD 88
 TF0086
 TF0086  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 TF0086
 TF0086.The horizontal coordinates were scaled from a topographic map and have
 TF0086.an estimated accuracy of +/- 6 seconds.
 TF0086
 TF0086.The orthometric height was determined by differential leveling
 TF0086.and adjusted by the National Geodetic Survey in 1992..
 TF0086.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 TF0086.rate greater than 8.0 mm/km.
 TF0086
 TF0086.The geoid height was determined by GEOID03.
 TF0086
 TF0086.The dynamic height is computed by dividing the NAVD 88
 TF0086.geopotential number by the normal gravity value computed on the
 TF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0086.degrees latitude (g = 980.6199 gals.).
 TF0086
 TF0086.The modeled gravity was interpolated from observed gravity values.
 TF0086
 TF0086;                    North         East    Units  Estimated Accuracy
 TF0086;SPC ND N     -   197,630.      636,180.      MT  (+/- 180 meters Scaled)
 TF0086
 TF0086                          SUPERSEDED SURVEY CONTROL
 TF0086
 TF0086  NGVD 29 (??/??/92)  502.018  (m)         1647.04   (f) ADJ UNCH    2 0
 TF0086
 TF0086.Superseded values are not recommended for survey control.
 TF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0086.See file dsdata.txt to determine how the superseded data were derived.
 TF0086
 TF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV259030(NAD 83)
 TF0086_MARKER: DB = BENCH MARK DISK
 TF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0086_STAMPING: E 172 1935
 TF0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0086+STABILITY: SURFACE MOTION
 TF0086
 TF0086  HISTORY     - Date     Condition        Report By
 TF0086  HISTORY     - 1935     MONUMENTED       CGS
 TF0086  HISTORY     - 1935     GOOD             NGS
 TF0086
 TF0086                          STATION DESCRIPTION
 TF0086
 TF0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0086'2 MI E FROM DUNSEITH.
 TF0086'2.0 MILES EAST ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TF0086'RAILWAY STATION AT DUNSEITH, ROLETTE COUNTY, 2.8 MILES SOUTH ALONG
 TF0086'ANOTHER SECTION-LINE ROAD.  2.0 MILES SOUTH OF STATE HIGHWAY 5, 87
 TF0086'FEET SOUTHEAST OF THE CORNER COMMON TO SECTIONS 8, 9, 16 AND 17, T.
 TF0086'161 N., R 72 W., 30 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1
 TF0086'FOOT WEST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED E 172
 TF0086'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS
 TF0086'7.4 MILES NORTH OF FONDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1502 ***********************************************************************
 TE1502  DESIGNATION -  E 173
 TE1502  PID         -  TE1502
 TE1502  STATE/COUNTY-  ND/ROLETTE
 TE1502  USGS QUAD   -  ROLETTE (1971)
 TE1502
 TE1502                         *CURRENT SURVEY CONTROL
 TE1502  ___________________________________________________________________
 TE1502* NAD 83(1986)-  48 41 27.     (N)    099 45 15.     (W)     SCALED    
 TE1502* NAVD 88     -       507.874  (meters)    1666.25   (feet)  ADJUSTED  
 TE1502  ___________________________________________________________________
 TE1502  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TE1502  DYNAMIC HT  -         507.991 (meters)    1666.63  (feet)  COMP
 TE1502  MODELED GRAV-     980,824.8   (mgal)                       NAVD 88
 TE1502
 TE1502  VERT ORDER  -  SECOND    CLASS 0
 TE1502
 TE1502.The horizontal coordinates were scaled from a topographic map and have
 TE1502.an estimated accuracy of +/- 6 seconds.
 TE1502
 TE1502.The orthometric height was determined by differential leveling
 TE1502.and adjusted by the National Geodetic Survey in June 1991..
 TE1502
 TE1502.The geoid height was determined by GEOID03.
 TE1502
 TE1502.The dynamic height is computed by dividing the NAVD 88
 TE1502.geopotential number by the normal gravity value computed on the
 TE1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1502.degrees latitude (g = 980.6199 gals.).
 TE1502
 TE1502.The modeled gravity was interpolated from observed gravity values.
 TE1502
 TE1502;                    North         East    Units  Estimated Accuracy
 TE1502;SPC ND N     -   188,260.      654,910.      MT  (+/- 180 meters Scaled)
 TE1502
 TE1502                          SUPERSEDED SURVEY CONTROL
 TE1502
 TE1502  NGVD 29 (??/??/92)  507.499  (m)         1665.02   (f) ADJ UNCH    2 0
 TE1502
 TE1502.Superseded values are not recommended for survey control.
 TE1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1502.See file dsdata.txt to determine how the superseded data were derived.
 TE1502
 TE1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU444933(NAD 83)
 TE1502_MARKER: DB = BENCH MARK DISK
 TE1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1502_STAMPING: E-173 1935
 TE1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1502+STABILITY: SURFACE MOTION
 TE1502
 TE1502  HISTORY     - Date     Condition        Report By
 TE1502  HISTORY     - 1935     MONUMENTED       CGS
 TE1502  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1502
 TE1502                          STATION DESCRIPTION
 TE1502
 TE1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1502'6.0 MI NE FROM ROLETTE.
 TE1502'4 MILES EAST AND 2 MILES NORTH, ALONG N-S. TOWNSHIP LINE ROAD, FROM
 TE1502'STATION ABOUT 1.8 MILE NORTH OF SOO LINE R.R. AT A POINT 4 MILES EAST
 TE1502'OF ROLETTE.  ABOUT 300 FEET NORTH OF SECTION CORNER COMMON TO SECTIONS
 TE1502'12, 13 OF R 71 W, T 160 N, AND SECTIONS 7 FT. 18, R 70 W, T 160 N.
 TE1502'26.5 FEET WEST OF THE ROAD CENTERLINE.  3 FEET WEST OF A CUT. TABLET
 TE1502'SET IN TOP OF PRECAST CONCRETE POST.
 TE1502
 TE1502                          STATION RECOVERY (1968)
 TE1502
 TE1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1525 ***********************************************************************
 TE1525  DESIGNATION -  E 174
 TE1525  PID         -  TE1525
 TE1525  STATE/COUNTY-  ND/PIERCE
 TE1525  USGS QUAD   -  ROLETTE SW (1955)
 TE1525
 TE1525                         *CURRENT SURVEY CONTROL
 TE1525  ___________________________________________________________________
 TE1525* NAD 83(1986)-  48 31 49.     (N)    099 59 35.     (W)     SCALED    
 TE1525* NAVD 88     -       479.387  (meters)    1572.79   (feet)  POSTED    
 TE1525  ___________________________________________________________________
 TE1525  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 TE1525  DYNAMIC HT  -         479.490 (meters)    1573.13  (feet)  COMP
 TE1525  MODELED GRAV-     980,818.1   (mgal)                       NAVD 88
 TE1525
 TE1525  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1525
 TE1525.The horizontal coordinates were scaled from a topographic map and have
 TE1525.an estimated accuracy of +/- 6 seconds.
 TE1525
 TE1525.The orthometric height was determined by differential leveling
 TE1525.and adjusted by the National Geodetic Survey in 1992..
 TE1525.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1525.rate of 0.0 thru 1.0 mm/km.
 TE1525
 TE1525.The geoid height was determined by GEOID03.
 TE1525
 TE1525.The dynamic height is computed by dividing the NAVD 88
 TE1525.geopotential number by the normal gravity value computed on the
 TE1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1525.degrees latitude (g = 980.6199 gals.).
 TE1525
 TE1525.The modeled gravity was interpolated from observed gravity values.
 TE1525
 TE1525;                    North         East    Units  Estimated Accuracy
 TE1525;SPC ND N     -   170,270.      637,440.      MT  (+/- 180 meters Scaled)
 TE1525
 TE1525                          SUPERSEDED SURVEY CONTROL
 TE1525
 TE1525  NGVD 29 (??/??/92)  479.01   (m)         1571.6    (f) COMPUTED    2 0
 TE1525
 TE1525.Superseded values are not recommended for survey control.
 TE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1525.See file dsdata.txt to determine how the superseded data were derived.
 TE1525
 TE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU266757(NAD 83)
 TE1525_MARKER: DB = BENCH MARK DISK
 TE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1525_STAMPING: E-174 1935
 TE1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1525+STABILITY: SURFACE MOTION
 TE1525
 TE1525  HISTORY     - Date     Condition        Report By
 TE1525  HISTORY     - 1935     MONUMENTED       CGS
 TE1525  HISTORY     - 1954     POOR             USGS
 TE1525
 TE1525                          STATION DESCRIPTION
 TE1525
 TE1525'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 TE1525'10.4 MI NE FROM BARTON.
 TE1525'8.2 MILES EAST AND 2.2 MILES NORTH OF, ALONG NORTH-SOUTH SECTION ROAD,
 TE1525'FROM JCT. OF ST. HWY. 17 AND GREAT NORTHERN RY.  ABOUT 2 MILES NORTH
 TE1525'OF ST. HWY. 17.  1 MILE SOUTH OF THE PIERCE-ROLETTE COUNTY-LINE. 45
 TE1525'FEET NORTHEAST OF SECTION CORNER COMMON TO SECTIONS 5, 6, 7 AND 8, T
 TE1525'158 N, R 72 W.  32 FEET NORTH OF CENTERLINE OF EAST-WEST SECTION LINE
 TE1525'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1516 ***********************************************************************
 TE1516  DESIGNATION -  E 175
 TE1516  PID         -  TE1516
 TE1516  STATE/COUNTY-  ND/ROLETTE
 TE1516  USGS QUAD   -  MYLO (1971)
 TE1516
 TE1516                         *CURRENT SURVEY CONTROL
 TE1516  ___________________________________________________________________
 TE1516* NAD 83(1986)-  48 44 50.     (N)    099 31 33.     (W)     SCALED    
 TE1516* NAVD 88     -       534.326  (meters)    1753.03   (feet)  ADJUSTED  
 TE1516  ___________________________________________________________________
 TE1516  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 TE1516  DYNAMIC HT  -         534.451 (meters)    1753.44  (feet)  COMP
 TE1516  MODELED GRAV-     980,826.8   (mgal)                       NAVD 88
 TE1516
 TE1516  VERT ORDER  -  SECOND    CLASS 0
 TE1516
 TE1516.The horizontal coordinates were scaled from a topographic map and have
 TE1516.an estimated accuracy of +/- 6 seconds.
 TE1516
 TE1516.The orthometric height was determined by differential leveling
 TE1516.and adjusted by the National Geodetic Survey in June 1991..
 TE1516
 TE1516.The geoid height was determined by GEOID03.
 TE1516
 TE1516.The dynamic height is computed by dividing the NAVD 88
 TE1516.geopotential number by the normal gravity value computed on the
 TE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1516.degrees latitude (g = 980.6199 gals.).
 TE1516
 TE1516.The modeled gravity was interpolated from observed gravity values.
 TE1516
 TE1516;                    North         East    Units  Estimated Accuracy
 TE1516;SPC ND N     -   194,720.      671,640.      MT  (+/- 180 meters Scaled)
 TE1516
 TE1516                          SUPERSEDED SURVEY CONTROL
 TE1516
 TE1516  NGVD 29 (??/??/92)  533.943  (m)         1751.78   (f) ADJ UNCH    2 0
 TE1516
 TE1516.Superseded values are not recommended for survey control.
 TE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1516.See file dsdata.txt to determine how the superseded data were derived.
 TE1516
 TE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU613994(NAD 83)
 TE1516_MARKER: DB = BENCH MARK DISK
 TE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1516_STAMPING: E-175 1935
 TE1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1516+STABILITY: SURFACE MOTION
 TE1516
 TE1516  HISTORY     - Date     Condition        Report By
 TE1516  HISTORY     - 1935     MONUMENTED       CGS
 TE1516
 TE1516                          STATION DESCRIPTION
 TE1516
 TE1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1516'6.6 MI SE FROM BELCOURT.
 TE1516'6.6 MILES SOUTH AND 10 MILES EAST OF, ALONG EAST-WEST SECTION ROAD,
 TE1516'FROM TURTLE MT. INDIAN SCHOOL AT THE ROLETTE-TOWNER COUNTY LINE.  66
 TE1516'FEET SOUTHWEST OF SECTION CORNER COMMON TO SEC. 24 AND 25, T 161 N, R
 TE1516'69 W.  AND 19 AND 30, T 161 N, R 68 W.  34.5 FEET WEST OF THE
 TE1516'CENTERLINE OF THE COUNTY LINE ROAD.  3.5 FEET SOUTH OF A TELEPHONE
 TE1516'POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1141 ***********************************************************************
 TE1141  DESIGNATION -  E 176
 TE1141  PID         -  TE1141
 TE1141  STATE/COUNTY-  ND/TOWNER
 TE1141  USGS QUAD   -  HANSBORO (1969)
 TE1141
 TE1141                         *CURRENT SURVEY CONTROL
 TE1141  ___________________________________________________________________
 TE1141* NAD 83(1986)-  48 53 30.     (N)    099 26 21.     (W)     SCALED    
 TE1141* NAVD 88     -       517.122  (meters)    1696.59   (feet)  ADJUSTED  
 TE1141  ___________________________________________________________________
 TE1141  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TE1141  DYNAMIC HT  -         517.250 (meters)    1697.01  (feet)  COMP
 TE1141  MODELED GRAV-     980,840.3   (mgal)                       NAVD 88
 TE1141
 TE1141  VERT ORDER  -  SECOND    CLASS 0
 TE1141
 TE1141.The horizontal coordinates were scaled from a topographic map and have
 TE1141.an estimated accuracy of +/- 6 seconds.
 TE1141
 TE1141.The orthometric height was determined by differential leveling
 TE1141.and adjusted by the National Geodetic Survey in June 1991..
 TE1141
 TE1141.The geoid height was determined by GEOID03.
 TE1141
 TE1141.The dynamic height is computed by dividing the NAVD 88
 TE1141.geopotential number by the normal gravity value computed on the
 TE1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1141.degrees latitude (g = 980.6199 gals.).
 TE1141
 TE1141.The modeled gravity was interpolated from observed gravity values.
 TE1141
 TE1141;                    North         East    Units  Estimated Accuracy
 TE1141;SPC ND N     -   210,870.      677,790.      MT  (+/- 180 meters Scaled)
 TE1141
 TE1141                          SUPERSEDED SURVEY CONTROL
 TE1141
 TE1141  NGVD 29 (??/??/92)  516.720  (m)         1695.27   (f) ADJ UNCH    2 0
 TE1141
 TE1141.Superseded values are not recommended for survey control.
 TE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1141.See file dsdata.txt to determine how the superseded data were derived.
 TE1141
 TE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV678155(NAD 83)
 TE1141_MARKER: DB = BENCH MARK DISK
 TE1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1141_STAMPING: E 176 1935
 TE1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1141+STABILITY: SURFACE MOTION
 TE1141
 TE1141  HISTORY     - Date     Condition        Report By
 TE1141  HISTORY     - 1935     MONUMENTED       CGS
 TE1141  HISTORY     - 1940     GOOD             NGS
 TE1141  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1141
 TE1141                          STATION DESCRIPTION
 TE1141
 TE1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1141'16.0 MI NW FROM ROCKLAKE.
 TE1141'7.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE FARMERS GRAIN AND
 TE1141'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 9.0 MILES
 TE1141'WEST ALONG A SECTION-LINE ROAD.  72 FEET SOUTHWEST OF THE CORNER
 TE1141'COMMON TO SECTION 2, 3, 34 AND 35, TPS. 162 AND 163 N, R 68 W, AT THE
 TE1141'TOP OF A SMALL KNOLL, 42.5 FEET SOUTH OF THE TOWNSHIP LINE, AND 1 FOOT
 TE1141'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 176
 TE1141'1935 AND SET IN THE TOP OF A CONCRETE POST.
 TE1141
 TE1141                          STATION RECOVERY (1968)
 TE1141
 TE1141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1179 ***********************************************************************
 TE1179  DESIGNATION -  E 177
 TE1179  PID         -  TE1179
 TE1179  STATE/COUNTY-  ND/TOWNER
 TE1179  USGS QUAD   -  ROCK LAKE SE (1970)
 TE1179
 TE1179                         *CURRENT SURVEY CONTROL
 TE1179  ___________________________________________________________________
 TE1179* NAD 83(1986)-  48 47 24.     (N)    099 05 18.     (W)     SCALED    
 TE1179* NAVD 88     -       474.374  (meters)    1556.34   (feet)  ADJUSTED  
 TE1179  ___________________________________________________________________
 TE1179  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 TE1179  DYNAMIC HT  -         474.484 (meters)    1556.70  (feet)  COMP
 TE1179  MODELED GRAV-     980,828.0   (mgal)                       NAVD 88
 TE1179
 TE1179  VERT ORDER  -  SECOND    CLASS 0
 TE1179
 TE1179.The horizontal coordinates were scaled from a topographic map and have
 TE1179.an estimated accuracy of +/- 6 seconds.
 TE1179
 TE1179.The orthometric height was determined by differential leveling
 TE1179.and adjusted by the National Geodetic Survey in June 1991..
 TE1179
 TE1179.The geoid height was determined by GEOID03.
 TE1179
 TE1179.The dynamic height is computed by dividing the NAVD 88
 TE1179.geopotential number by the normal gravity value computed on the
 TE1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1179.degrees latitude (g = 980.6199 gals.).
 TE1179
 TE1179.The modeled gravity was interpolated from observed gravity values.
 TE1179
 TE1179;                    North         East    Units  Estimated Accuracy
 TE1179;SPC ND N     -   199,970.      703,720.      MT  (+/- 180 meters Scaled)
 TE1179
 TE1179                          SUPERSEDED SURVEY CONTROL
 TE1179
 TE1179  NGVD 29 (??/??/92)  473.974  (m)         1555.03   (f) ADJ UNCH    2 0
 TE1179
 TE1179.Superseded values are not recommended for survey control.
 TE1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1179.See file dsdata.txt to determine how the superseded data were derived.
 TE1179
 TE1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV935041(NAD 83)
 TE1179_MARKER: DB = BENCH MARK DISK
 TE1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1179_STAMPING: E-177 1935
 TE1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1179+STABILITY: SURFACE MOTION
 TE1179
 TE1179  HISTORY     - Date     Condition        Report By
 TE1179  HISTORY     - 1935     MONUMENTED       CGS
 TE1179
 TE1179                          STATION DESCRIPTION
 TE1179
 TE1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1179'7.1 MI E FROM ROCKLAKE.
 TE1179'7.1 MILES EAST OF, ALONG ST. HWY. 5. FROM RAILROAD STATION ABOUT 0.1
 TE1179'MILE EAST OF A CHURCH AND CEMETERY.  ABOUT 270 FEET WEST OF SECTION
 TE1179'CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, T 161 N, R 65 W.  ABOUT 230
 TE1179'FEET WEST OF FENCE CORNER.  34 FEET SOUTH OF HIGHWAY CENTERLINE.  1
 TE1179'FT. NORTH OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 TE1179'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0587 ***********************************************************************
 RP0587  DESIGNATION -  E 18
 RP0587  PID         -  RP0587
 RP0587  STATE/COUNTY-  ND/BARNES
 RP0587  USGS QUAD   -  ORISKA (1971)
 RP0587
 RP0587                         *CURRENT SURVEY CONTROL
 RP0587  ___________________________________________________________________
 RP0587* NAD 83(1986)-  46 55 54.     (N)    097 47 28.     (W)     SCALED    
 RP0587* NAVD 88     -       388.146  (meters)    1273.44   (feet)  ADJUSTED  
 RP0587  ___________________________________________________________________
 RP0587  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RP0587  DYNAMIC HT  -         388.176 (meters)    1273.54  (feet)  COMP
 RP0587  MODELED GRAV-     980,679.9   (mgal)                       NAVD 88
 RP0587
 RP0587  VERT ORDER  -  FIRST     CLASS II
 RP0587
 RP0587.The horizontal coordinates were scaled from a topographic map and have
 RP0587.an estimated accuracy of +/- 6 seconds.
 RP0587
 RP0587.The orthometric height was determined by differential leveling
 RP0587.and adjusted by the National Geodetic Survey in June 1991..
 RP0587.WARNING-Repeat measurements at this control monument indicate possible
 RP0587.vertical movement.
 RP0587
 RP0587.The geoid height was determined by GEOID03.
 RP0587
 RP0587.The dynamic height is computed by dividing the NAVD 88
 RP0587.geopotential number by the normal gravity value computed on the
 RP0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0587.degrees latitude (g = 980.6199 gals.).
 RP0587
 RP0587.The modeled gravity was interpolated from observed gravity values.
 RP0587
 RP0587;                    North         East    Units  Estimated Accuracy
 RP0587;SPC ND S     -   144,170.      806,240.      MT  (+/- 180 meters Scaled)
 RP0587
 RP0587                          SUPERSEDED SURVEY CONTROL
 RP0587
 RP0587  NGVD 29 (??/??/92)  387.796  (m)         1272.29   (f) ADJ UNCH    1 2
 RP0587
 RP0587.Superseded values are not recommended for survey control.
 RP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0587.See file dsdata.txt to determine how the superseded data were derived.
 RP0587
 RP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS920982(NAD 83)
 RP0587_MARKER: DB = BENCH MARK DISK
 RP0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0587_STAMPING: 1272.232 E 18 1931
 RP0587_MARK LOGO: CGS   
 RP0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0587+STABILITY: SURFACE MOTION
 RP0587
 RP0587  HISTORY     - Date     Condition        Report By
 RP0587  HISTORY     - 1931     MONUMENTED       CGS
 RP0587  HISTORY     - 1964     GOOD             NGS
 RP0587  HISTORY     - 1982     GOOD             NGS
 RP0587
 RP0587                          STATION DESCRIPTION
 RP0587
 RP0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0587'IN ORISKA.
 RP0587'AT ORISKA, IN SECTION 19, R 56 W, T 140 N, ABOUT 0.2 MILE WEST OF THE
 RP0587'CROSSING OF STATE HIGHWAY 32, NEAR THE STATION, AT A STREET CROSSING,
 RP0587'82 FEET SOUTH OF THE SOUTH RAIL, 134 FEET SOUTHWEST OF THE CENTER OF
 RP0587'THE STREET CROSSING THE TRACK, 115 FEET WEST OF THE CENTER LINE OF THE
 RP0587'STREET, 119 FEET NORTH OF THE NORTH WALL OF A TWO-STORY WHITE HOUSE, 1
 RP0587'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK BED,
 RP0587'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RP0587
 RP0587                          STATION RECOVERY (1982)
 RP0587
 RP0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0272 ***********************************************************************
 TD0272  DESIGNATION -  E 182
 TD0272  PID         -  TD0272
 TD0272  STATE/COUNTY-  ND/PEMBINA
 TD0272  USGS QUAD   -  BOWESMONT (1979)
 TD0272
 TD0272                         *CURRENT SURVEY CONTROL
 TD0272  ___________________________________________________________________
 TD0272* NAD 83(1986)-  48 41 15.     (N)    097 10 45.     (W)     SCALED    
 TD0272* NAVD 88     -       242.234  (meters)     794.73   (feet)  ADJUSTED  
 TD0272  ___________________________________________________________________
 TD0272  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 TD0272  DYNAMIC HT  -         242.297 (meters)     794.94  (feet)  COMP
 TD0272  MODELED GRAV-     980,866.2   (mgal)                       NAVD 88
 TD0272
 TD0272  VERT ORDER  -  SECOND    CLASS 0
 TD0272
 TD0272.The horizontal coordinates were scaled from a topographic map and have
 TD0272.an estimated accuracy of +/- 6 seconds.
 TD0272
 TD0272.The orthometric height was determined by differential leveling
 TD0272.and adjusted by the National Geodetic Survey in June 1991..
 TD0272
 TD0272.The geoid height was determined by GEOID03.
 TD0272
 TD0272.The dynamic height is computed by dividing the NAVD 88
 TD0272.geopotential number by the normal gravity value computed on the
 TD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0272.degrees latitude (g = 980.6199 gals.).
 TD0272
 TD0272.The modeled gravity was interpolated from observed gravity values.
 TD0272
 TD0272;                    North         East    Units  Estimated Accuracy
 TD0272;SPC ND N     -   192,900.      844,430.      MT  (+/- 180 meters Scaled)
 TD0272
 TD0272                          SUPERSEDED SURVEY CONTROL
 TD0272
 TD0272  NGVD 29 (??/??/92)  241.855  (m)          793.49   (f) ADJ UNCH    2 0
 TD0272
 TD0272.Superseded values are not recommended for survey control.
 TD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0272.See file dsdata.txt to determine how the superseded data were derived.
 TD0272
 TD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU340943(NAD 83)
 TD0272_MARKER: DB = BENCH MARK DISK
 TD0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0272_STAMPING: E-182 1935
 TD0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0272+STABILITY: SURFACE MOTION
 TD0272
 TD0272  HISTORY     - Date     Condition        Report By
 TD0272  HISTORY     - 1935     MONUMENTED       CGS
 TD0272  HISTORY     - 1940     GOOD             NGS
 TD0272
 TD0272                          STATION DESCRIPTION
 TD0272
 TD0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0272'IN BOWESMONT.
 TD0272'AT BOWESMONT S. E. CORNER SW 1/4 OF SEC. 11, T 160 N, R 51 W.  550
 TD0272'FEET SOUTH OF BOWESMONT NORTHERN PACIFIC RY. STATION.  48.8 FEET WEST
 TD0272'OF CENTERLINE OF MAIN LINE TRACK OF NORTHERN PACIFIC RAILWAY.  34.5
 TD0272'FEET NORTH OF CENTERLINE OF EASTWEST ROAD.  3.8 FEET NORTH OF
 TD0272'SOUTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST, SET
 TD0272'IN BOWESMONT.
 TD0272
 TD0272                          STATION RECOVERY (1940)
 TD0272
 TD0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 TD0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0637 ***********************************************************************
 TD0637  DESIGNATION -  E 183
 TD0637  PID         -  TD0637
 TD0637  STATE/COUNTY-  ND/PEMBINA
 TD0637  USGS QUAD   -  LEROY (1979)
 TD0637
 TD0637                         *CURRENT SURVEY CONTROL
 TD0637  ___________________________________________________________________
 TD0637* NAD 83(1986)-  48 59 30.     (N)    097 47 52.     (W)     SCALED    
 TD0637* NAVD 88     -       271.111  (meters)     889.47   (feet)  ADJUSTED  
 TD0637  ___________________________________________________________________
 TD0637  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 TD0637  DYNAMIC HT  -         271.194 (meters)     889.74  (feet)  COMP
 TD0637  MODELED GRAV-     980,908.0   (mgal)                       NAVD 88
 TD0637
 TD0637  VERT ORDER  -  SECOND    CLASS 0
 TD0637
 TD0637.The horizontal coordinates were scaled from a topographic map and have
 TD0637.an estimated accuracy of +/- 6 seconds.
 TD0637
 TD0637.The orthometric height was determined by differential leveling
 TD0637.and adjusted by the National Geodetic Survey in June 1991..
 TD0637
 TD0637.The geoid height was determined by GEOID03.
 TD0637
 TD0637.The dynamic height is computed by dividing the NAVD 88
 TD0637.geopotential number by the normal gravity value computed on the
 TD0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0637.degrees latitude (g = 980.6199 gals.).
 TD0637
 TD0637.The modeled gravity was interpolated from observed gravity values.
 TD0637
 TD0637;                    North         East    Units  Estimated Accuracy
 TD0637;SPC ND N     -   224,920.      797,730.      MT  (+/- 180 meters Scaled)
 TD0637
 TD0637                          SUPERSEDED SURVEY CONTROL
 TD0637
 TD0637  NGVD 29 (??/??/92)  270.732  (m)          888.23   (f) ADJ UNCH    2 0
 TD0637
 TD0637.Superseded values are not recommended for survey control.
 TD0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0637.See file dsdata.txt to determine how the superseded data were derived.
 TD0637
 TD0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV879272(NAD 83)
 TD0637_MARKER: DB = BENCH MARK DISK
 TD0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0637_STAMPING: E 183 1935
 TD0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0637+STABILITY: SURFACE MOTION
 TD0637
 TD0637  HISTORY     - Date     Condition        Report By
 TD0637  HISTORY     - 1935     MONUMENTED       CGS
 TD0637  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0637
 TD0637                          STATION DESCRIPTION
 TD0637
 TD0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0637'5.4 MI NE FROM WALHALLA.
 TD0637'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 TD0637'VANG ROAD AT WALHALLA, PEMBINA COUNTY, 5.0 MILES EAST ALONG A
 TD0637'SECTION-LINE ROAD, AT THE NORTHEAST CORNER OF SECTION 31, T. 164 N.,
 TD0637'R. 55 W., AT A ROAD CROSSING, 30.8 FEET SOUTH OF THE CENTERLINE OF THE
 TD0637'EAST-AND-WEST ROAD, 26 FEET WEST OF THE CENTERLINE OF THE
 TD0637'NORTH-AND-SOUTH ROAD, AND 17 FEET WEST OF THE WEST END OF A METAL PIPE
 TD0637'CULVERT.  A STANDARD DISK, STAMPED E 183 1935 AND SET IN THE TOP OF A
 TD0637'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0650 ***********************************************************************
 TD0650  DESIGNATION -  E 184
 TD0650  PID         -  TD0650
 TD0650  STATE/COUNTY-  ND/PEMBINA
 TD0650  USGS QUAD   -  MOUNTAIN (1964)
 TD0650
 TD0650                         *CURRENT SURVEY CONTROL
 TD0650  ___________________________________________________________________
 TD0650* NAD 83(1986)-  48 44 48.     (N)    097 51 47.     (W)     SCALED    
 TD0650* NAVD 88     -       323.775  (meters)    1062.25   (feet)  ADJUSTED  
 TD0650  ___________________________________________________________________
 TD0650  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 TD0650  DYNAMIC HT  -         323.859 (meters)    1062.53  (feet)  COMP
 TD0650  MODELED GRAV-     980,860.2   (mgal)                       NAVD 88
 TD0650
 TD0650  VERT ORDER  -  SECOND    CLASS 0
 TD0650
 TD0650.The horizontal coordinates were scaled from a topographic map and have
 TD0650.an estimated accuracy of +/- 6 seconds.
 TD0650
 TD0650.The orthometric height was determined by differential leveling
 TD0650.and adjusted by the National Geodetic Survey in June 1991..
 TD0650
 TD0650.The geoid height was determined by GEOID03.
 TD0650
 TD0650.The dynamic height is computed by dividing the NAVD 88
 TD0650.geopotential number by the normal gravity value computed on the
 TD0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0650.degrees latitude (g = 980.6199 gals.).
 TD0650
 TD0650.The modeled gravity was interpolated from observed gravity values.
 TD0650
 TD0650;                    North         East    Units  Estimated Accuracy
 TD0650;SPC ND N     -   197,530.      793,890.      MT  (+/- 180 meters Scaled)
 TD0650
 TD0650                          SUPERSEDED SURVEY CONTROL
 TD0650
 TD0650  NGVD 29 (??/??/92)  323.384  (m)         1060.97   (f) ADJ UNCH    2 0
 TD0650
 TD0650.Superseded values are not recommended for survey control.
 TD0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0650.See file dsdata.txt to determine how the superseded data were derived.
 TD0650
 TD0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU835999(NAD 83)
 TD0650_MARKER: DB = BENCH MARK DISK
 TD0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0650_STAMPING: E-184 1935
 TD0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0650+STABILITY: SURFACE MOTION
 TD0650
 TD0650  HISTORY     - Date     Condition        Report By
 TD0650  HISTORY     - 1935     MONUMENTED       CGS
 TD0650  HISTORY     - 1958     GOOD             NGS
 TD0650  HISTORY     - 1983     GOOD             USPSQD
 TD0650
 TD0650                          STATION DESCRIPTION
 TD0650
 TD0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0650'4.0 MI N FROM MOUNTAIN.
 TD0650'4.0 MILES NORTH ALONG SECTION ROAD.  S. E. CORNER SEC. 22, T 161 N, R
 TD0650'56 W.  250 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  32 FEET NORTH
 TD0650'OF CENTERLINE OF EAST-WEST ROAD.  26 FEET SOUTH OF SOUTH SIDE OF
 TD0650'JOHNSON SCHOOL.  1.4 FT. SOUTH OF FLAG POLE.  TABLET SET IN PRECAST
 TD0650'CONCRETE POST.
 TD0650
 TD0650                          STATION RECOVERY (1958)
 TD0650
 TD0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 TD0650'RECOVERED IN GOOD CONDITION.
 TD0650
 TD0650                          STATION RECOVERY (1983)
 TD0650
 TD0650'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0095 ***********************************************************************
 TE0095  DESIGNATION -  E 185
 TE0095  PID         -  TE0095
 TE0095  STATE/COUNTY-  ND/CAVALIER
 TE0095  USGS QUAD   -  LANGDON EAST (1983)
 TE0095
 TE0095                         *CURRENT SURVEY CONTROL
 TE0095  ___________________________________________________________________
 TE0095* NAD 83(1986)-  48 45 41.     (N)    098 22 04.     (W)     SCALED    
 TE0095* NAVD 88     -       491.644  (meters)    1613.00   (feet)  ADJUSTED  
 TE0095  ___________________________________________________________________
 TE0095  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 TE0095  DYNAMIC HT  -         491.757 (meters)    1613.37  (feet)  COMP
 TE0095  MODELED GRAV-     980,824.9   (mgal)                       NAVD 88
 TE0095
 TE0095  VERT ORDER  -  SECOND    CLASS 0
 TE0095
 TE0095.The horizontal coordinates were scaled from a topographic map and have
 TE0095.an estimated accuracy of +/- 6 seconds.
 TE0095
 TE0095.The orthometric height was determined by differential leveling
 TE0095.and adjusted by the National Geodetic Survey in June 1991..
 TE0095
 TE0095.The geoid height was determined by GEOID03.
 TE0095
 TE0095.The dynamic height is computed by dividing the NAVD 88
 TE0095.geopotential number by the normal gravity value computed on the
 TE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0095.degrees latitude (g = 980.6199 gals.).
 TE0095
 TE0095.The modeled gravity was interpolated from observed gravity values.
 TE0095
 TE0095;                    North         East    Units  Estimated Accuracy
 TE0095;SPC ND N     -   198,010.      756,740.      MT  (+/- 180 meters Scaled)
 TE0095
 TE0095                          SUPERSEDED SURVEY CONTROL
 TE0095
 TE0095  NGVD 29 (??/??/92)  491.235  (m)         1611.66   (f) ADJ UNCH    2 0
 TE0095
 TE0095.Superseded values are not recommended for survey control.
 TE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0095.See file dsdata.txt to determine how the superseded data were derived.
 TE0095
 TE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV464011(NAD 83)
 TE0095_MARKER: DB = BENCH MARK DISK
 TE0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0095_SP_SET: BUILDING
 TE0095_STAMPING: E-185 1935
 TE0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0095
 TE0095  HISTORY     - Date     Condition        Report By
 TE0095  HISTORY     - 1935     MONUMENTED       CGS
 TE0095  HISTORY     - 1958     MARK NOT FOUND   LOCENG
 TE0095
 TE0095                          STATION DESCRIPTION
 TE0095
 TE0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0095'IN LANGDON.
 TE0095'IN THE TOWN OF, AT CAVALIER COUNTY COURTHOUSE 130 FEET SOUTHWEST OF
 TE0095'SOUTHWEST CORNER OF COURTHOUSE.  50.1 FEET EAST OF CENTERLINE OF MAIN
 TE0095'STREET.  46.8 FEET NORTH OF CENTERLINE OF AN EAST-WEST STREET OR ST.
 TE0095'HWY. NO. 5.  16.5 FEET NORTH OF T.B.M. B-4.
 TE0095
 TE0095                          STATION RECOVERY (1958)
 TE0095
 TE0095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 TE0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0096 ***********************************************************************
 TE0096  DESIGNATION -  E 185 RESET
 TE0096  PID         -  TE0096
 TE0096  STATE/COUNTY-  ND/CAVALIER
 TE0096  USGS QUAD   -  LANGDON EAST (1983)
 TE0096
 TE0096                         *CURRENT SURVEY CONTROL
 TE0096  ___________________________________________________________________
 TE0096* NAD 83(1986)-  48 45 41.     (N)    098 22 04.     (W)     SCALED    
 TE0096* NAVD 88     -       491.485  (meters)    1612.48   (feet)  ADJUSTED  
 TE0096  ___________________________________________________________________
 TE0096  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 TE0096  DYNAMIC HT  -         491.598 (meters)    1612.85  (feet)  COMP
 TE0096  MODELED GRAV-     980,824.9   (mgal)                       NAVD 88
 TE0096
 TE0096  VERT ORDER  -  SECOND    CLASS 0
 TE0096
 TE0096.The horizontal coordinates were scaled from a topographic map and have
 TE0096.an estimated accuracy of +/- 6 seconds.
 TE0096
 TE0096.The orthometric height was determined by differential leveling
 TE0096.and adjusted by the National Geodetic Survey in June 1991..
 TE0096
 TE0096.The geoid height was determined by GEOID03.
 TE0096
 TE0096.The dynamic height is computed by dividing the NAVD 88
 TE0096.geopotential number by the normal gravity value computed on the
 TE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0096.degrees latitude (g = 980.6199 gals.).
 TE0096
 TE0096.The modeled gravity was interpolated from observed gravity values.
 TE0096
 TE0096;                    North         East    Units  Estimated Accuracy
 TE0096;SPC ND N     -   198,010.      756,740.      MT  (+/- 180 meters Scaled)
 TE0096
 TE0096                          SUPERSEDED SURVEY CONTROL
 TE0096
 TE0096  NGVD 29 (??/??/92)  491.109  (m)         1611.25   (f) ADJ UNCH    2 0
 TE0096
 TE0096.Superseded values are not recommended for survey control.
 TE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0096.See file dsdata.txt to determine how the superseded data were derived.
 TE0096
 TE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV464011(NAD 83)
 TE0096_MARKER: DB = BENCH MARK DISK
 TE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0096_STAMPING: E 185 1935 RESET 1958
 TE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0096+STABILITY: SURFACE MOTION
 TE0096
 TE0096  HISTORY     - Date     Condition        Report By
 TE0096  HISTORY     - 1958     MONUMENTED       CGS
 TE0096  HISTORY     - 1964     GOOD             NGS
 TE0096  HISTORY     - 1971     GOOD             NDHD
 TE0096
 TE0096                          STATION DESCRIPTION
 TE0096
 TE0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0096'IN LANGDON.
 TE0096'AT LANGDON, IN SECTION 14, R 60 W, T 161 N, AT THE INTERSECTION OF 9
 TE0096'TH AVENUE AND 3 RD STREET, 16.3 FEET EAST OF THE EAST CURB OF THE
 TE0096'STREET, 17.5 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 45.3 FEET
 TE0096'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK COURTHOUSE BUILDING, 15
 TE0096'FEET NORTHEAST OF A FIRE HYDRANT, 1/2 FOOT ABOVE THE LEVEL OF THE
 TE0096'AVENUE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
 TE0096
 TE0096                          STATION RECOVERY (1971)
 TE0096
 TE0096'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1971
 TE0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0642 ***********************************************************************
 TD0642  DESIGNATION -  E 186
 TD0642  PID         -  TD0642
 TD0642  STATE/COUNTY-  ND/PEMBINA
 TD0642  USGS QUAD   -  WALHALLA (1979)
 TD0642
 TD0642                         *CURRENT SURVEY CONTROL
 TD0642  ___________________________________________________________________
 TD0642* NAD 83(1986)-  48 56 03.     (N)    097 54 19.     (W)     SCALED    
 TD0642* NAVD 88     -       290.937  (meters)     954.52   (feet)  ADJUSTED  
 TD0642  ___________________________________________________________________
 TD0642  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 TD0642  DYNAMIC HT  -         291.020 (meters)     954.79  (feet)  COMP
 TD0642  MODELED GRAV-     980,886.0   (mgal)                       NAVD 88
 TD0642
 TD0642  VERT ORDER  -  SECOND    CLASS 0
 TD0642
 TD0642.The horizontal coordinates were scaled from a topographic map and have
 TD0642.an estimated accuracy of +/- 6 seconds.
 TD0642
 TD0642.The orthometric height was determined by differential leveling
 TD0642.and adjusted by the National Geodetic Survey in June 1991..
 TD0642
 TD0642.The geoid height was determined by GEOID03.
 TD0642
 TD0642.The dynamic height is computed by dividing the NAVD 88
 TD0642.geopotential number by the normal gravity value computed on the
 TD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0642.degrees latitude (g = 980.6199 gals.).
 TD0642
 TD0642.The modeled gravity was interpolated from observed gravity values.
 TD0642
 TD0642;                    North         East    Units  Estimated Accuracy
 TD0642;SPC ND N     -   218,260.      790,080.      MT  (+/- 180 meters Scaled)
 TD0642
 TD0642                          SUPERSEDED SURVEY CONTROL
 TD0642
 TD0642  NGVD 29 (??/??/92)  290.553  (m)          953.26   (f) ADJ UNCH    2 0
 TD0642
 TD0642.Superseded values are not recommended for survey control.
 TD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0642.See file dsdata.txt to determine how the superseded data were derived.
 TD0642
 TD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV801207(NAD 83)
 TD0642_MARKER: DB = BENCH MARK DISK
 TD0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0642_STAMPING: E-186 1935
 TD0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0642+STABILITY: SURFACE MOTION
 TD0642
 TD0642  HISTORY     - Date     Condition        Report By
 TD0642  HISTORY     - 1935     MONUMENTED       CGS
 TD0642  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0642
 TD0642                          STATION DESCRIPTION
 TD0642
 TD0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0642'1.4 MI NE FROM WALHALLA.
 TD0642'1.4 MILES NORTHEAST ALONG STATE HWY 32 FROM THE INTERSECTION IN
 TD0642'WALHALLA OF STATE HWY 32 AND ROAD LEADING WEST TO VANG, CAVALIER CO.
 TD0642'S. E. CORNER SEC. 17, T 163 N, R 56 W.  41.5 FEET WEST OF CENTERLINE
 TD0642'OF NORTH-SOUTH ROAD.  32.5 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.
 TD0642'3.8 FEET EAST OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE
 TD0642'POST.
 TD0642
 TD0642                          STATION RECOVERY (1964)
 TD0642
 TD0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0198 ***********************************************************************
 TE0198  DESIGNATION -  E 187
 TE0198  PID         -  TE0198
 TE0198  STATE/COUNTY-  ND/CAVALIER
 TE0198  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0198
 TE0198                         *CURRENT SURVEY CONTROL
 TE0198  ___________________________________________________________________
 TE0198* NAD 83(1996)-  48 59 35.73831(N)    098 24 31.73337(W)     ADJUSTED  
 TE0198* NAVD 88     -       475.285  (meters)    1559.33   (feet)  ADJUSTED  
 TE0198  ___________________________________________________________________
 TE0198  X           -    -613,207.649 (meters)                     COMP
 TE0198  Y           -  -4,148,217.887 (meters)                     COMP
 TE0198  Z           -   4,790,407.341 (meters)                     COMP
 TE0198  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 TE0198  ELLIP HEIGHT-         450.99  (meters)          (03/16/99) GPS OBS
 TE0198  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 TE0198  DYNAMIC HT  -         475.404 (meters)    1559.72  (feet)  COMP
 TE0198  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 TE0198
 TE0198  HORZ ORDER  -  FIRST
 TE0198  VERT ORDER  -  SECOND    CLASS 0
 TE0198  ELLP ORDER  -  FOURTH    CLASS I
 TE0198
 TE0198.The horizontal coordinates were established by GPS observations
 TE0198.and adjusted by the National Geodetic Survey in January 1998..
 TE0198
 TE0198.The orthometric height was determined by differential leveling
 TE0198.and adjusted by the National Geodetic Survey in June 1991..
 TE0198
 TE0198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE0198
 TE0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0198
 TE0198.The ellipsoidal height was determined by GPS observations
 TE0198.and is referenced to NAD 83.
 TE0198
 TE0198.The geoid height was determined by GEOID03.
 TE0198
 TE0198.The dynamic height is computed by dividing the NAVD 88
 TE0198.geopotential number by the normal gravity value computed on the
 TE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0198.degrees latitude (g = 980.6199 gals.).
 TE0198
 TE0198.The modeled gravity was interpolated from observed gravity values.
 TE0198
 TE0198;                    North         East     Units Scale Factor Converg.
 TE0198;SPC ND N     -   223,706.499   753,027.079   MT  1.00006195   +1 33 22.0
 TE0198;SPC ND N     -   733,945.21  2,470,561.28   iFT  1.00006195   +1 33 22.0
 TE0198;UTM  14      - 5,426,874.969   543,246.504   MT  0.99962298   +0 26 46.1
 TE0198
 TE0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0198!SPC ND N     -   0.99992933  x   1.00006195  =   0.99999127
 TE0198!UTM  14      -   0.99992933  x   0.99962298  =   0.99955234
 TE0198
 TE0198                          SUPERSEDED SURVEY CONTROL
 TE0198
 TE0198  ELLIP H (01/23/98)  450.82   (m)                       GP(       ) 4 1
 TE0198  NAD 83(1986)-  48 59 35.73155(N)    098 24 31.72071(W) AD(       ) 1
 TE0198  NGVD 29 (??/??/92)  474.908  (m)         1558.09   (f) ADJ UNCH    2 0
 TE0198
 TE0198.Superseded values are not recommended for survey control.
 TE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0198.See file dsdata.txt to determine how the superseded data were derived.
 TE0198
 TE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4324726875(NAD 83)
 TE0198_MARKER: DB = BENCH MARK DISK
 TE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0198_SP_SET: CONCRETE POST
 TE0198_STAMPING: E 187 1935
 TE0198_MARK LOGO: CGS   
 TE0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0198+STABILITY: SURFACE MOTION
 TE0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0198+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 TE0198
 TE0198  HISTORY     - Date     Condition        Report By
 TE0198  HISTORY     - 1935     MONUMENTED       CGS
 TE0198  HISTORY     - 1964     GOOD             NGS
 TE0198  HISTORY     - 19880919 GOOD             NGS
 TE0198  HISTORY     - 20020430 GOOD             NDDT
 TE0198
 TE0198                          STATION DESCRIPTION
 TE0198
 TE0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0198'2.5 MI W FROM MAIDA.
 TE0198'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE U.S. CUSTOMS
 TE0198'INSPECTION STATION AT MAIDA, THENCE 2.0 MILES WEST ALONG A GRAVELED
 TE0198'ROAD, IN S 27, R 60 W, T 164 N, AT THE JUNCTION OF A ROAD LEADING
 TE0198'SOUTH, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF
 TE0198'THE CENTER LINE OF AN ENTRANCE TO A FIELD AND A T-ROAD LEADING SOUTH,
 TE0198'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0198'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 16
 TE0198'INCHES.
 TE0198
 TE0198                          STATION RECOVERY (1988)
 TE0198
 TE0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE0198'THE STATION IS LOCATED 0.56 KM (0.35 MI) SOUTH AND 3.22 KM (2.00 MI)
 TE0198'WEST OF THE U.S. CUSTOMS AT MAIDA, NORTH DAKOTA.
 TE0198'TO REACH THE STATION FROM THE U.S. CUSTOSMS AT THE MAIDA - WINDYGATES
 TE0198'BORDER CROSSING, GO SOUTH ON STATE HIGHWAY 1 FOR 0.56 KM (0.35 MI) TO
 TE0198'A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 3.2
 TE0198'KM (2.00 MI) TO A SIDE ROAD LEFT AND STATION ON THE RIGHT.
 TE0198'THE STATION MARK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TE0198'ABOUT 0.41 M (1.3 FT) ABOVE THE SURFACE, 14.32 M (47.0 FT) NORTH OF
 TE0198'THE APPROXIMATE CENTER OF A GRAVEL ROAD, 7.31 M (24.0 FT) EAST OF THE
 TE0198'APPROXIMATE CENTER OF A FIELD ENTRANCE AND T-ROAD LEADING SOUTH AND
 TE0198'0.30 M (1.0 FT) SOUTH OF A WITNESS POST.  THE MARK IS ABOUT 0.61 M
 TE0198'(2.0 FT) BELOW THE LEVEL OF THE ROAD.
 TE0198'TYPED BY E.A.R.
 TE0198
 TE0198                          STATION RECOVERY (2002)
 TE0198
 TE0198'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL)
 TE0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1162 ***********************************************************************
 TE1162  DESIGNATION -  E 188
 TE1162  PID         -  TE1162
 TE1162  STATE/COUNTY-  ND/TOWNER
 TE1162  USGS QUAD   -  ROCK LAKE NE (1969)
 TE1162
 TE1162                         *CURRENT SURVEY CONTROL
 TE1162  ___________________________________________________________________
 TE1162* NAD 83(1986)-  48 59 35.     (N)    099 05 15.     (W)     SCALED    
 TE1162* NAVD 88     -       491.179  (meters)    1611.48   (feet)  ADJUSTED  
 TE1162  ___________________________________________________________________
 TE1162  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 TE1162  DYNAMIC HT  -         491.305 (meters)    1611.89  (feet)  COMP
 TE1162  MODELED GRAV-     980,851.7   (mgal)                       NAVD 88
 TE1162
 TE1162  VERT ORDER  -  SECOND    CLASS 0
 TE1162
 TE1162.The horizontal coordinates were scaled from a topographic map and have
 TE1162.an estimated accuracy of +/- 6 seconds.
 TE1162
 TE1162.The orthometric height was determined by differential leveling
 TE1162.and adjusted by the National Geodetic Survey in June 1991..
 TE1162
 TE1162.The geoid height was determined by GEOID03.
 TE1162
 TE1162.The dynamic height is computed by dividing the NAVD 88
 TE1162.geopotential number by the normal gravity value computed on the
 TE1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1162.degrees latitude (g = 980.6199 gals.).
 TE1162
 TE1162.The modeled gravity was interpolated from observed gravity values.
 TE1162
 TE1162;                    North         East    Units  Estimated Accuracy
 TE1162;SPC ND N     -   222,550.      703,370.      MT  (+/- 180 meters Scaled)
 TE1162
 TE1162                          SUPERSEDED SURVEY CONTROL
 TE1162
 TE1162  NGVD 29 (??/??/92)  490.771  (m)         1610.14   (f) ADJ UNCH    2 0
 TE1162
 TE1162.Superseded values are not recommended for survey control.
 TE1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1162.See file dsdata.txt to determine how the superseded data were derived.
 TE1162
 TE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV935266(NAD 83)
 TE1162_MARKER: DB = BENCH MARK DISK
 TE1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1162_STAMPING: E 188 1935
 TE1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1162+STABILITY: SURFACE MOTION
 TE1162
 TE1162  HISTORY     - Date     Condition        Report By
 TE1162  HISTORY     - 1935     MONUMENTED       CGS
 TE1162
 TE1162                          STATION DESCRIPTION
 TE1162
 TE1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1162'7.0 MI NW FROM SARLES.
 TE1162'IN TOWNER COUNTY, 3.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE
 TE1162'GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, 4.0 MILES
 TE1162'WEST ALONG A SECTION-LINE ROAD, AT THE NORTHEAST CORNER OF SECTION 32,
 TE1162'T. 164 N., R. 65 W., AT A ROAD CROSSING, 37 FEET SOUTH OF THE
 TE1162'CENTERLINE OF THE EAST-AND-WEST ROAD, 31 FEET WEST OF THE CENTERLINE
 TE1162'OF THE NORTH-AND-SOUTH ROAD, AND 7.4 FEET WEST OF THE NORTHEAST FENCE
 TE1162'CORNER.  A STANDARD DISK, STAMPED E 188 1935 AND SET IN THE TOP OF A
 TE1162'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0024 ***********************************************************************
 TE0024  DESIGNATION -  E 189
 TE0024  PID         -  TE0024
 TE0024  STATE/COUNTY-  ND/CAVALIER
 TE0024  USGS QUAD   -  OLGA NW (1969)
 TE0024
 TE0024                         *CURRENT SURVEY CONTROL
 TE0024  ___________________________________________________________________
 TE0024* NAD 83(1986)-  48 53 23.     (N)    098 13 56.     (W)     SCALED    
 TE0024* NAVD 88     -       479.880  (meters)    1574.41   (feet)  ADJUSTED  
 TE0024  ___________________________________________________________________
 TE0024  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 TE0024  DYNAMIC HT  -         479.995 (meters)    1574.78  (feet)  COMP
 TE0024  MODELED GRAV-     980,833.9   (mgal)                       NAVD 88
 TE0024
 TE0024  VERT ORDER  -  SECOND    CLASS 0
 TE0024
 TE0024.The horizontal coordinates were scaled from a topographic map and have
 TE0024.an estimated accuracy of +/- 6 seconds.
 TE0024
 TE0024.The orthometric height was determined by differential leveling
 TE0024.and adjusted by the National Geodetic Survey in June 1991..
 TE0024
 TE0024.The geoid height was determined by GEOID03.
 TE0024
 TE0024.The dynamic height is computed by dividing the NAVD 88
 TE0024.geopotential number by the normal gravity value computed on the
 TE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0024.degrees latitude (g = 980.6199 gals.).
 TE0024
 TE0024.The modeled gravity was interpolated from observed gravity values.
 TE0024
 TE0024;                    North         East    Units  Estimated Accuracy
 TE0024;SPC ND N     -   212,560.      766,290.      MT  (+/- 180 meters Scaled)
 TE0024
 TE0024                          SUPERSEDED SURVEY CONTROL
 TE0024
 TE0024  NGVD 29 (??/??/92)  479.511  (m)         1573.20   (f) ADJ UNCH    2 0
 TE0024
 TE0024.Superseded values are not recommended for survey control.
 TE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0024.See file dsdata.txt to determine how the superseded data were derived.
 TE0024
 TE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV562154(NAD 83)
 TE0024_MARKER: DB = BENCH MARK DISK
 TE0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0024_STAMPING: E 189 1935
 TE0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0024+STABILITY: SURFACE MOTION
 TE0024
 TE0024  HISTORY     - Date     Condition        Report By
 TE0024  HISTORY     - 1935     MONUMENTED       CGS
 TE0024  HISTORY     - 1964     GOOD             NGS
 TE0024
 TE0024                          STATION DESCRIPTION
 TE0024
 TE0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0024'13.4 MI SE FROM MAIDA.
 TE0024'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0024'MAIDA, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 1, R 59
 TE0024'W, T 162 N, 312 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 125
 TE0024'FEET SOUTH OF THE SOUTHWEST CORNER OF THE RESIDENCE OF BURT JENNING,
 TE0024'27 FEET NORTH OF A TRAIL, 109 FEET NORTHEAST OF THE NORTHEAST CORNER
 TE0024'OF A TWO-CAR GARAGE, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, SET IN THE
 TE0024'TOP OF A CONCRETE POST PROJECTING 1 INCH. ABOVE THE LEVEL OF THE
 TE0024'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0238 ***********************************************************************
 QT0238  DESIGNATION -  E 19 RESET
 QT0238  PID         -  QT0238
 QT0238  STATE/COUNTY-  ND/BOWMAN
 QT0238  USGS QUAD   -  EAGLES NEST BUTTE (1993)
 QT0238
 QT0238                         *CURRENT SURVEY CONTROL
 QT0238  ___________________________________________________________________
 QT0238* NAD 83(1986)-  45 58 23.     (N)    103 24 41.     (W)     SCALED    
 QT0238* NAVD 88     -       866.82   (+/-2cm)    2843.9    (feet)  VERTCON   
 QT0238  ___________________________________________________________________
 QT0238  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 QT0238
 QT0238  VERT ORDER  -  THIRD (See Below)
 QT0238
 QT0238.The horizontal coordinates were scaled from a topographic map and have
 QT0238.an estimated accuracy of +/- 6 seconds.
 QT0238
 QT0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0238.The vertical order pertains to the NGVD 29 superseded value.
 QT0238
 QT0238.The geoid height was determined by GEOID03.
 QT0238
 QT0238;                    North         East    Units  Estimated Accuracy
 QT0238;SPC ND S     -    38,240.      374,410.      MT  (+/- 180 meters Scaled)
 QT0238
 QT0238                          SUPERSEDED SURVEY CONTROL
 QT0238
 QT0238  NGVD 29 (11/04/04)  866.34   (m)         2842.3    (f) RESET       3  
 QT0238
 QT0238.Superseded values are not recommended for survey control.
 QT0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0238.See file dsdata.txt to determine how the superseded data were derived.
 QT0238
 QT0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL230922(NAD 83)
 QT0238_MARKER: DB = BENCH MARK DISK
 QT0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QT0238_STAMPING: E 19 RESET 1966
 QT0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0238+STABILITY: SURFACE MOTION
 QT0238
 QT0238  HISTORY     - Date     Condition        Report By
 QT0238  HISTORY     - 1966     MONUMENTED       CGS
 QT0238
 QT0238                          STATION DESCRIPTION
 QT0238
 QT0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QT0238'10.4 MI N FROM LUDLOW.
 QT0238'ABOUT 10.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM LUDLOW,
 QT0238'HARDING COUNTY, SOUTH DAKOTA, IN THE SOUTHEAST ANGLE OF A
 QT0238'CROSSROAD, 100 FEET EAST OF THE CENTER OF U.S. HIGHWAY 85,
 QT0238'81 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 42 FEET SOUTH
 QT0238'OF A CORNER FENCE POST, 2 FEET SOUTH OF A METAL WITNESS POST,
 QT0238'1 FOOT WEST OF A FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE
 QT0238'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0877 ***********************************************************************
 TE0877  DESIGNATION -  E 190
 TE0877  PID         -  TE0877
 TE0877  STATE/COUNTY-  ND/CAVALIER
 TE0877  USGS QUAD   -  SARLES NE (1970)
 TE0877
 TE0877                         *CURRENT SURVEY CONTROL
 TE0877  ___________________________________________________________________
 TE0877* NAD 83(1986)-  48 53 30.     (N)    098 46 53.     (W)     SCALED    
 TE0877* NAVD 88     -       480.574  (meters)    1576.68   (feet)  ADJUSTED  
 TE0877  ___________________________________________________________________
 TE0877  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE0877  DYNAMIC HT  -         480.688 (meters)    1577.06  (feet)  COMP
 TE0877  MODELED GRAV-     980,832.1   (mgal)                       NAVD 88
 TE0877
 TE0877  VERT ORDER  -  SECOND    CLASS 0
 TE0877
 TE0877.The horizontal coordinates were scaled from a topographic map and have
 TE0877.an estimated accuracy of +/- 6 seconds.
 TE0877
 TE0877.The orthometric height was determined by differential leveling
 TE0877.and adjusted by the National Geodetic Survey in June 1991..
 TE0877
 TE0877.The geoid height was determined by GEOID03.
 TE0877
 TE0877.The dynamic height is computed by dividing the NAVD 88
 TE0877.geopotential number by the normal gravity value computed on the
 TE0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0877.degrees latitude (g = 980.6199 gals.).
 TE0877
 TE0877.The modeled gravity was interpolated from observed gravity values.
 TE0877
 TE0877;                    North         East    Units  Estimated Accuracy
 TE0877;SPC ND N     -   211,740.      726,020.      MT  (+/- 180 meters Scaled)
 TE0877
 TE0877                          SUPERSEDED SURVEY CONTROL
 TE0877
 TE0877  NGVD 29 (??/??/92)  480.174  (m)         1575.37   (f) ADJ UNCH    2 0
 TE0877
 TE0877.Superseded values are not recommended for survey control.
 TE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0877.See file dsdata.txt to determine how the superseded data were derived.
 TE0877
 TE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV160154(NAD 83)
 TE0877_MARKER: DB = BENCH MARK DISK
 TE0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0877_STAMPING: E 190 1935
 TE0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0877+STABILITY: SURFACE MOTION
 TE0877
 TE0877  HISTORY     - Date     Condition        Report By
 TE0877  HISTORY     - 1935     MONUMENTED       CGS
 TE0877
 TE0877                          STATION DESCRIPTION
 TE0877
 TE0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0877'0.3 MI SW FROM WALES.
 TE0877'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0877'WALES, CAVALIER COUNTY, 8.0 MILES WEST ALONG ANOTHER SECTION-LINE
 TE0877'ROAD.  AT THE SOUTHEAST CORNER OF SECTION 34, T. 163 N., R. 63 W., AT
 TE0877'A ROAD INTERSECTION, 37 FEET WEST OF THE CENTERLINE OF THE
 TE0877'NORTH-AND-SOUTH ROAD, 37 FEET NORTH OF THE CENTERLINE OF THE
 TE0877'EAST-AND-WEST ROAD, AND 4.2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 TE0877'A FENCE.  A STANDARD DISK, STAMPED E 190 1935 AND SET IN THE TOP OF A
 TE0877'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1279 ***********************************************************************
 TE1279  DESIGNATION -  E 191
 TE1279  PID         -  TE1279
 TE1279  STATE/COUNTY-  ND/BENSON
 TE1279  USGS QUAD   -  COMSTOCK (1957)
 TE1279
 TE1279                         *CURRENT SURVEY CONTROL
 TE1279  ___________________________________________________________________
 TE1279* NAD 83(1986)-  48 09 57.     (N)    099 29 37.     (W)     SCALED    
 TE1279* NAVD 88     -       499.220  (meters)    1637.86   (feet)  ADJUSTED  
 TE1279  ___________________________________________________________________
 TE1279  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 TE1279  DYNAMIC HT  -         499.298 (meters)    1638.11  (feet)  COMP
 TE1279  MODELED GRAV-     980,751.3   (mgal)                       NAVD 88
 TE1279
 TE1279  VERT ORDER  -  SECOND    CLASS 0
 TE1279
 TE1279.The horizontal coordinates were scaled from a topographic map and have
 TE1279.an estimated accuracy of +/- 6 seconds.
 TE1279
 TE1279.The orthometric height was determined by differential leveling
 TE1279.and adjusted by the National Geodetic Survey in June 1991..
 TE1279
 TE1279.The geoid height was determined by GEOID03.
 TE1279
 TE1279.The dynamic height is computed by dividing the NAVD 88
 TE1279.geopotential number by the normal gravity value computed on the
 TE1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1279.degrees latitude (g = 980.6199 gals.).
 TE1279
 TE1279.The modeled gravity was interpolated from observed gravity values.
 TE1279
 TE1279;                    North         East    Units  Estimated Accuracy
 TE1279;SPC ND N     -   130,110.      674,850.      MT  (+/- 180 meters Scaled)
 TE1279
 TE1279                          SUPERSEDED SURVEY CONTROL
 TE1279
 TE1279  NGVD 29 (??/??/92)  498.837  (m)         1636.60   (f) ADJ UNCH    2 0
 TE1279
 TE1279.Superseded values are not recommended for survey control.
 TE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1279.See file dsdata.txt to determine how the superseded data were derived.
 TE1279
 TE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU632348(NAD 83)
 TE1279_MARKER: DB = BENCH MARK DISK
 TE1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1279_STAMPING: E 191 1935
 TE1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1279+STABILITY: SURFACE MOTION
 TE1279
 TE1279  HISTORY     - Date     Condition        Report By
 TE1279  HISTORY     - 1935     MONUMENTED       CGS
 TE1279  HISTORY     - 1957     MARK NOT FOUND   USGS
 TE1279
 TE1279                          STATION DESCRIPTION
 TE1279
 TE1279'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TE1279'0.2 MI N FROM HARLOW.
 TE1279'0.2 MILE NORTH ALONG A COUNTY ROAD FROM THE MINNEAPOLIS, ST. PAUL AND
 TE1279'SAULT STE MARIE RAILROAD STATION NOW SOO LINE RAILROAD, AT HARLOW,
 TE1279'THENCE 1.2 MILES EAST ALONG ANOTHER COUNTY ROAD.  AT THE WEST HALF OF
 TE1279'SECTION 11, T 154 N, R 69 W, AT THE K. O. KNUTSON FARM-ENTRANCE GATE,
 TE1279'22 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9 FEET EAST OF THE
 TE1279'SOUTHEAST CORNER OF A GATE POST, 2.5 FEET NORTHWEST OF A POLE, AND 0.9
 TE1279'FOOT NORTH OF THE EAST-AND-WEST WOVEN-WIRE FENCE.  A STANDARD DISK,
 TE1279'STAMPED E 191 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- SITE
 TE1279'NOW IN DITCH FROM WHICH DIRT WAS TAKEN TO BUILD UP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1293 ***********************************************************************
 TE1293  DESIGNATION -  E 194
 TE1293  PID         -  TE1293
 TE1293  STATE/COUNTY-  ND/BENSON
 TE1293  USGS QUAD   -  HARLOW SW (1958)
 TE1293
 TE1293                         *CURRENT SURVEY CONTROL
 TE1293  ___________________________________________________________________
 TE1293* NAD 83(1986)-  48 03 54.     (N)    099 44 25.     (W)     SCALED    
 TE1293* NAVD 88     -       493.677  (meters)    1619.67   (feet)  ADJUSTED  
 TE1293  ___________________________________________________________________
 TE1293  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TE1293  DYNAMIC HT  -         493.763 (meters)    1619.95  (feet)  COMP
 TE1293  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 TE1293
 TE1293  VERT ORDER  -  SECOND    CLASS 0
 TE1293
 TE1293.The horizontal coordinates were scaled from a topographic map and have
 TE1293.an estimated accuracy of +/- 6 seconds.
 TE1293
 TE1293.The orthometric height was determined by differential leveling
 TE1293.and adjusted by the National Geodetic Survey in June 1991..
 TE1293
 TE1293.The geoid height was determined by GEOID03.
 TE1293
 TE1293.The dynamic height is computed by dividing the NAVD 88
 TE1293.geopotential number by the normal gravity value computed on the
 TE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1293.degrees latitude (g = 980.6199 gals.).
 TE1293
 TE1293.The modeled gravity was interpolated from observed gravity values.
 TE1293
 TE1293;                    North         East    Units  Estimated Accuracy
 TE1293;SPC ND N     -   118,690.      656,620.      MT  (+/- 180 meters Scaled)
 TE1293
 TE1293                          SUPERSEDED SURVEY CONTROL
 TE1293
 TE1293  NGVD 29 (??/??/92)  493.312  (m)         1618.47   (f) ADJ UNCH    2 0
 TE1293
 TE1293.Superseded values are not recommended for survey control.
 TE1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1293.See file dsdata.txt to determine how the superseded data were derived.
 TE1293
 TE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU448237(NAD 83)
 TE1293_MARKER: DB = BENCH MARK DISK
 TE1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1293_STAMPING: E-194 1935
 TE1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1293+STABILITY: SURFACE MOTION
 TE1293
 TE1293  HISTORY     - Date     Condition        Report By
 TE1293  HISTORY     - 1935     MONUMENTED       CGS
 TE1293  HISTORY     - 1956     POOR             USGS
 TE1293
 TE1293                          STATION DESCRIPTION
 TE1293
 TE1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1293'11.1 MI SE FROM FILLMORE.
 TE1293'3 MILES EAST OF VICINITY OF 8.1 MILES SOUTH OF, ALONG ST. HWY. NO. 19,
 TE1293'FROM M. ST. P. AND S. ST. M. RY. STA. R 71 W, T 153 N, S.E. CORNER OF
 TE1293'SECTION 14.  68.1 FT. NORTHWEST OF INTERSECTION OF ST. HWY. NO. 19 AND
 TE1293'SECTION ROAD.  46.9 FEET NORTH OF CENTERLINE OF ST. HWY. NO. 19. 46.9
 TE1293'FEET WEST OF CENTERLINE OF NORTH-SOUTH SECTION ROAD. 35.1 FT.
 TE1293'NORTHWEST OF NORTHWEST CORNER OF WEST END OF CONCRETE BOX CULVERT
 TE1293'UNDER SECTION ROAD.  4 FEET NORTH OF LARGE PILE OF BOWLDER ROCKS.
 TE1293'TABLET SET IN PRECAST CONCRETE POST.
 TE1293
 TE1293                          STATION RECOVERY (1956)
 TE1293
 TE1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TE1293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1294 ***********************************************************************
 TE1294  DESIGNATION -  E 194 RESET
 TE1294  PID         -  TE1294
 TE1294  STATE/COUNTY-  ND/BENSON
 TE1294  USGS QUAD   -  HARLOW SW (1958)
 TE1294
 TE1294                         *CURRENT SURVEY CONTROL
 TE1294  ___________________________________________________________________
 TE1294* NAD 83(1986)-  48 03 54.     (N)    099 44 25.     (W)     SCALED    
 TE1294* NAVD 88     -       494.00   (+/-2cm)    1620.7    (feet)  VERTCON   
 TE1294  ___________________________________________________________________
 TE1294  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TE1294
 TE1294  VERT ORDER  -  THIRD (See Below)
 TE1294
 TE1294.The horizontal coordinates were scaled from a topographic map and have
 TE1294.an estimated accuracy of +/- 6 seconds.
 TE1294
 TE1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1294.The vertical order pertains to the NGVD 29 superseded value.
 TE1294
 TE1294.The geoid height was determined by GEOID03.
 TE1294
 TE1294;                    North         East    Units  Estimated Accuracy
 TE1294;SPC ND N     -   118,690.      656,620.      MT  (+/- 180 meters Scaled)
 TE1294
 TE1294                          SUPERSEDED SURVEY CONTROL
 TE1294
 TE1294  NGVD 29 (11/04/04)  493.64   (m)         1619.6    (f) RESET       3  
 TE1294
 TE1294.Superseded values are not recommended for survey control.
 TE1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1294.See file dsdata.txt to determine how the superseded data were derived.
 TE1294
 TE1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU448237(NAD 83)
 TE1294_MARKER: DB = BENCH MARK DISK
 TE1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1294_STAMPING: E 194 RESET 1960
 TE1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1294+STABILITY: SURFACE MOTION
 TE1294
 TE1294  HISTORY     - Date     Condition        Report By
 TE1294  HISTORY     - 1960     MONUMENTED       CGS
 TE1294
 TE1294                          STATION DESCRIPTION
 TE1294
 TE1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TE1294'11.1 MI SE FROM FILLMORE.
 TE1294'THE MARK IS LOCATED 8.1 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE
 TE1294'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT
 TE1294'FILLMORE, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 19, IN THE
 TE1294'SOUTHEAST CORNER OF SEC. 14, T. 153 N., R. 71 W., IN THE NORTHWEST
 TE1294'ANGLE OF CROSSROADS, 99 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TE1294'AND 59 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND SET IN
 TE1294'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1314 ***********************************************************************
 SN1314  DESIGNATION -  E 2 B 1
 SN1314  PID         -  SN1314
 SN1314  STATE/COUNTY-  ND/MCLEAN
 SN1314  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1314
 SN1314                         *CURRENT SURVEY CONTROL
 SN1314  ___________________________________________________________________
 SN1314* NAD 83(1986)-  47 48 04.     (N)    101 31 40.     (W)     SCALED    
 SN1314* NAVD 88     -       638.728  (meters)    2095.56   (feet)  ADJUSTED  
 SN1314  ___________________________________________________________________
 SN1314  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SN1314  DYNAMIC HT  -         638.798 (meters)    2095.79  (feet)  COMP
 SN1314  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 SN1314
 SN1314  VERT ORDER  -  SECOND    CLASS 0
 SN1314
 SN1314.The horizontal coordinates were scaled from a topographic map and have
 SN1314.an estimated accuracy of +/- 6 seconds.
 SN1314
 SN1314.The orthometric height was determined by differential leveling
 SN1314.and adjusted by the National Geodetic Survey in June 1991..
 SN1314
 SN1314.The geoid height was determined by GEOID03.
 SN1314
 SN1314.The dynamic height is computed by dividing the NAVD 88
 SN1314.geopotential number by the normal gravity value computed on the
 SN1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1314.degrees latitude (g = 980.6199 gals.).
 SN1314
 SN1314.The modeled gravity was interpolated from observed gravity values.
 SN1314
 SN1314;                    North         East    Units  Estimated Accuracy
 SN1314;SPC ND N     -    89,580.      523,010.      MT  (+/- 180 meters Scaled)
 SN1314
 SN1314                          SUPERSEDED SURVEY CONTROL
 SN1314
 SN1314  NGVD 29 (??/??/92)  638.32   (m)         2094.2    (f) COMPUTED    2 0
 SN1314
 SN1314.Superseded values are not recommended for survey control.
 SN1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1314.See file dsdata.txt to determine how the superseded data were derived.
 SN1314
 SN1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT107972(NAD 83)
 SN1314_MARKER: Z = SEE DESCRIPTION
 SN1314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1314_SP_SET: CONCRETE PEDESTAL
 SN1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1314
 SN1314  HISTORY     - Date     Condition        Report By
 SN1314  HISTORY     - UNK      MONUMENTED       DOD
 SN1314  HISTORY     - 1962     GOOD             NGS
 SN1314
 SN1314                          STATION DESCRIPTION
 SN1314
 SN1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1314'4.9 MI SW FROM DOUGLAS.
 SN1314'ABOUT 4.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1314'AT DOUGLAS, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, ABOUT 0.25
 SN1314'MILE OR 362 YARDS SOUTH OF THE ROAD, ON THE TOP OF A LONG RIDGE IN A
 SN1314'FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1313 ***********************************************************************
 SN1313  DESIGNATION -  E 2 B 2
 SN1313  PID         -  SN1313
 SN1313  STATE/COUNTY-  ND/MCLEAN
 SN1313  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1313
 SN1313                         *CURRENT SURVEY CONTROL
 SN1313  ___________________________________________________________________
 SN1313* NAD 83(1986)-  47 48 16.     (N)    101 31 37.     (W)     SCALED    
 SN1313* NAVD 88     -       635.634  (meters)    2085.41   (feet)  ADJUSTED  
 SN1313  ___________________________________________________________________
 SN1313  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 SN1313  DYNAMIC HT  -         635.704 (meters)    2085.64  (feet)  COMP
 SN1313  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 SN1313
 SN1313  VERT ORDER  -  SECOND    CLASS 0
 SN1313
 SN1313.The horizontal coordinates were scaled from a topographic map and have
 SN1313.an estimated accuracy of +/- 6 seconds.
 SN1313
 SN1313.The orthometric height was determined by differential leveling
 SN1313.and adjusted by the National Geodetic Survey in June 1991..
 SN1313
 SN1313.The geoid height was determined by GEOID03.
 SN1313
 SN1313.The dynamic height is computed by dividing the NAVD 88
 SN1313.geopotential number by the normal gravity value computed on the
 SN1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1313.degrees latitude (g = 980.6199 gals.).
 SN1313
 SN1313.The modeled gravity was interpolated from observed gravity values.
 SN1313
 SN1313;                    North         East    Units  Estimated Accuracy
 SN1313;SPC ND N     -    89,950.      523,080.      MT  (+/- 180 meters Scaled)
 SN1313
 SN1313                          SUPERSEDED SURVEY CONTROL
 SN1313
 SN1313  NGVD 29 (??/??/92)  635.23   (m)         2084.1    (f) COMPUTED    2 0
 SN1313
 SN1313.Superseded values are not recommended for survey control.
 SN1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1313.See file dsdata.txt to determine how the superseded data were derived.
 SN1313
 SN1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT107976(NAD 83)
 SN1313_MARKER: Z = SEE DESCRIPTION
 SN1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1313_SP_SET: CONCRETE PEDESTAL
 SN1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1313
 SN1313  HISTORY     - Date     Condition        Report By
 SN1313  HISTORY     - UNK      MONUMENTED       DOD
 SN1313  HISTORY     - 1962     GOOD             NGS
 SN1313
 SN1313                          STATION DESCRIPTION
 SN1313
 SN1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1313'4.9 MI SW FROM DOUGLAS.
 SN1313'ABOUT 4.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1313'AT DOUGLAS, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE
 SN1313'EAST OF A GRAVELED ROAD INTERSECTION, IN THE EDGE OF A FIELD, 60 FEET
 SN1313'NORTH OF THE NORTH END OF TWO ROWS OF ELM TREES AND IN A LINE WITH THE
 SN1313'CENTER OF THE TWO ROWS, 84 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 SN1313'ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN1313'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1311 ***********************************************************************
 SN1311  DESIGNATION -  E 2 Z
 SN1311  PID         -  SN1311
 SN1311  STATE/COUNTY-  ND/MCLEAN
 SN1311  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1311
 SN1311                         *CURRENT SURVEY CONTROL
 SN1311  ___________________________________________________________________
 SN1311* NAD 83(1986)-  47 48 15.     (N)    101 31 15.     (W)     SCALED    
 SN1311* NAVD 88     -       632.170  (meters)    2074.04   (feet)  ADJUSTED  
 SN1311  ___________________________________________________________________
 SN1311  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SN1311  DYNAMIC HT  -         632.239 (meters)    2074.27  (feet)  COMP
 SN1311  MODELED GRAV-     980,701.0   (mgal)                       NAVD 88
 SN1311
 SN1311  VERT ORDER  -  SECOND    CLASS 0
 SN1311
 SN1311.The horizontal coordinates were scaled from a topographic map and have
 SN1311.an estimated accuracy of +/- 6 seconds.
 SN1311
 SN1311.The orthometric height was determined by differential leveling
 SN1311.and adjusted by the National Geodetic Survey in June 1991..
 SN1311
 SN1311.The geoid height was determined by GEOID03.
 SN1311
 SN1311.The dynamic height is computed by dividing the NAVD 88
 SN1311.geopotential number by the normal gravity value computed on the
 SN1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1311.degrees latitude (g = 980.6199 gals.).
 SN1311
 SN1311.The modeled gravity was interpolated from observed gravity values.
 SN1311
 SN1311;                    North         East    Units  Estimated Accuracy
 SN1311;SPC ND N     -    89,910.      523,540.      MT  (+/- 180 meters Scaled)
 SN1311
 SN1311                          SUPERSEDED SURVEY CONTROL
 SN1311
 SN1311  NGVD 29 (??/??/92)  631.76   (m)         2072.7    (f) COMPUTED    2 0
 SN1311
 SN1311.Superseded values are not recommended for survey control.
 SN1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1311.See file dsdata.txt to determine how the superseded data were derived.
 SN1311
 SN1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT112976(NAD 83)
 SN1311_MARKER: DS = TRIANGULATION STATION DISK
 SN1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1311_STAMPING: E 2 Z 1962
 SN1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1311+STABILITY: SURFACE MOTION
 SN1311
 SN1311  HISTORY     - Date     Condition        Report By
 SN1311  HISTORY     - 1962     MONUMENTED       CGS
 SN1311
 SN1311                          STATION DESCRIPTION
 SN1311
 SN1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1311'4.6 MI SW FROM DOUGLAS.
 SN1311'ABOUT 4.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1311'AT DOUGLAS, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, AT THE
 SN1311'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FIELD, 52.5 FEET SOUTH OF
 SN1311'THE CENTERLINE OF THE ROAD, 11 FEET WEST OF THE CENTERLINE OF THE
 SN1311'DRIVEWAY, 15.5 FEET EAST OF A TELEPHONE POLE, 6 FEET SOUTHEAST OF A
 SN1311'T-FENCE CORNER, 4.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 SN1311'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SN1311'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1312 ***********************************************************************
 SN1312  DESIGNATION -  E 2 Z RM 1
 SN1312  PID         -  SN1312
 SN1312  STATE/COUNTY-  ND/MCLEAN
 SN1312  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1312
 SN1312                         *CURRENT SURVEY CONTROL
 SN1312  ___________________________________________________________________
 SN1312* NAD 83(1986)-  47 48 16.     (N)    101 31 12.     (W)     SCALED    
 SN1312* NAVD 88     -       632.017  (meters)    2073.54   (feet)  ADJUSTED  
 SN1312  ___________________________________________________________________
 SN1312  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SN1312  DYNAMIC HT  -         632.087 (meters)    2073.77  (feet)  COMP
 SN1312  MODELED GRAV-     980,701.0   (mgal)                       NAVD 88
 SN1312
 SN1312  VERT ORDER  -  SECOND    CLASS 0
 SN1312
 SN1312.The horizontal coordinates were scaled from a topographic map and have
 SN1312.an estimated accuracy of +/- 6 seconds.
 SN1312
 SN1312.The orthometric height was determined by differential leveling
 SN1312.and adjusted by the National Geodetic Survey in June 1991..
 SN1312
 SN1312.The geoid height was determined by GEOID03.
 SN1312
 SN1312.The dynamic height is computed by dividing the NAVD 88
 SN1312.geopotential number by the normal gravity value computed on the
 SN1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1312.degrees latitude (g = 980.6199 gals.).
 SN1312
 SN1312.The modeled gravity was interpolated from observed gravity values.
 SN1312
 SN1312;                    North         East    Units  Estimated Accuracy
 SN1312;SPC ND N     -    89,940.      523,600.      MT  (+/- 180 meters Scaled)
 SN1312
 SN1312                          SUPERSEDED SURVEY CONTROL
 SN1312
 SN1312  NGVD 29 (??/??/92)  631.61   (m)         2072.2    (f) COMPUTED    2 0
 SN1312
 SN1312.Superseded values are not recommended for survey control.
 SN1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1312.See file dsdata.txt to determine how the superseded data were derived.
 SN1312
 SN1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT113976(NAD 83)
 SN1312_MARKER: DR = REFERENCE MARK DISK
 SN1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1312_STAMPING: E 2 Z NO 1 1962
 SN1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1312+STABILITY: SURFACE MOTION
 SN1312
 SN1312  HISTORY     - Date     Condition        Report By
 SN1312  HISTORY     - 1962     MONUMENTED       CGS
 SN1312
 SN1312                          STATION DESCRIPTION
 SN1312
 SN1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1312'4.6 MI SW FROM DOUGLAS.
 SN1312'ABOUT 4.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1312'AT DOUGLAS, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, AT THE
 SN1312'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FIELD, 48 FEET SOUTH OF THE
 SN1312'CENTERLINE OF THE ROAD, 26.5 FEET EAST OF THE STATION MARK E 2 Z 1962,
 SN1312'15 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 1 FOOT SOUTH OF A
 SN1312'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN1312'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1310 ***********************************************************************
 SN1310  DESIGNATION -  E 2 Z RM 2
 SN1310  PID         -  SN1310
 SN1310  STATE/COUNTY-  ND/MCLEAN
 SN1310  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1310
 SN1310                         *CURRENT SURVEY CONTROL
 SN1310  ___________________________________________________________________
 SN1310* NAD 83(1986)-  47 48 15.     (N)    101 31 13.     (W)     SCALED    
 SN1310* NAVD 88     -       632.101  (meters)    2073.82   (feet)  ADJUSTED  
 SN1310  ___________________________________________________________________
 SN1310  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 SN1310  DYNAMIC HT  -         632.170 (meters)    2074.04  (feet)  COMP
 SN1310  MODELED GRAV-     980,701.0   (mgal)                       NAVD 88
 SN1310
 SN1310  VERT ORDER  -  SECOND    CLASS 0
 SN1310
 SN1310.The horizontal coordinates were scaled from a topographic map and have
 SN1310.an estimated accuracy of +/- 6 seconds.
 SN1310
 SN1310.The orthometric height was determined by differential leveling
 SN1310.and adjusted by the National Geodetic Survey in June 1991..
 SN1310
 SN1310.The geoid height was determined by GEOID03.
 SN1310
 SN1310.The dynamic height is computed by dividing the NAVD 88
 SN1310.geopotential number by the normal gravity value computed on the
 SN1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1310.degrees latitude (g = 980.6199 gals.).
 SN1310
 SN1310.The modeled gravity was interpolated from observed gravity values.
 SN1310
 SN1310;                    North         East    Units  Estimated Accuracy
 SN1310;SPC ND N     -    89,910.      523,580.      MT  (+/- 180 meters Scaled)
 SN1310
 SN1310                          SUPERSEDED SURVEY CONTROL
 SN1310
 SN1310  NGVD 29 (??/??/92)  631.70   (m)         2072.5    (f) COMPUTED    2 0
 SN1310
 SN1310.Superseded values are not recommended for survey control.
 SN1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1310.See file dsdata.txt to determine how the superseded data were derived.
 SN1310
 SN1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT112976(NAD 83)
 SN1310_MARKER: DR = REFERENCE MARK DISK
 SN1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1310_STAMPING: E 2 Z NO 2 1962
 SN1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1310+STABILITY: SURFACE MOTION
 SN1310
 SN1310  HISTORY     - Date     Condition        Report By
 SN1310  HISTORY     - 1962     MONUMENTED       CGS
 SN1310
 SN1310                          STATION DESCRIPTION
 SN1310
 SN1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1310'4.6 MI SW FROM DOUGLAS.
 SN1310'ABOUT 4.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1310'AT DOUGLAS, THENCE 0.6 MILE WEST ALONG A GRAVELED ROAD, AT THE
 SN1310'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FIELD, 81 FEET SOUTH OF THE
 SN1310'CENTERLINE OF THE COUNTY ROAD, 33 FEET SOUTHEAST OF A TELEPHONE POLE,
 SN1310'28.4 FEET SOUTH OF THE STATION MARK E 2 Z 1962, 7 FEET WEST OF THE
 SN1310'CENTERLINE OF THE DRIVEWAY, 1 FOOT EAST OF A FENCE, ABOUT 2 FEET BELOW
 SN1310'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1310'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0190 ***********************************************************************
 RS0190  DESIGNATION -  E 20
 RS0190  PID         -  RS0190
 RS0190  STATE/COUNTY-  ND/SLOPE
 RS0190  USGS QUAD   -  WHITE LAKE (1973)
 RS0190
 RS0190                         *CURRENT SURVEY CONTROL
 RS0190  ___________________________________________________________________
 RS0190* NAD 83(1986)-  46 28 56.     (N)    103 11 11.     (W)     SCALED    
 RS0190* NAVD 88     -       847.799  (meters)    2781.49   (feet)  ADJUSTED  
 RS0190  ___________________________________________________________________
 RS0190  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 RS0190  DYNAMIC HT  -         847.743 (meters)    2781.30  (feet)  COMP
 RS0190  MODELED GRAV-     980,518.5   (mgal)                       NAVD 88
 RS0190
 RS0190  VERT ORDER  -  FIRST     CLASS II
 RS0190
 RS0190.The horizontal coordinates were scaled from a topographic map and have
 RS0190.an estimated accuracy of +/- 6 seconds.
 RS0190
 RS0190.The orthometric height was determined by differential leveling
 RS0190.and adjusted by the National Geodetic Survey in June 1991..
 RS0190
 RS0190.The geoid height was determined by GEOID03.
 RS0190
 RS0190.The dynamic height is computed by dividing the NAVD 88
 RS0190.geopotential number by the normal gravity value computed on the
 RS0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0190.degrees latitude (g = 980.6199 gals.).
 RS0190
 RS0190.The modeled gravity was interpolated from observed gravity values.
 RS0190
 RS0190;                    North         East    Units  Estimated Accuracy
 RS0190;SPC ND S     -    94,180.      393,770.      MT  (+/- 180 meters Scaled)
 RS0190
 RS0190                          SUPERSEDED SURVEY CONTROL
 RS0190
 RS0190  NGVD 29 (??/??/92)  847.278  (m)         2779.78   (f) ADJ UNCH    1 2
 RS0190
 RS0190.Superseded values are not recommended for survey control.
 RS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0190.See file dsdata.txt to determine how the superseded data were derived.
 RS0190
 RS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM392492(NAD 83)
 RS0190_MARKER: DB = BENCH MARK DISK
 RS0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0190_STAMPING: E 20 1934
 RS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0190+STABILITY: SURFACE MOTION
 RS0190
 RS0190  HISTORY     - Date     Condition        Report By
 RS0190  HISTORY     - 1934     MONUMENTED       CGS
 RS0190  HISTORY     - 1963     GOOD             NGS
 RS0190  HISTORY     - 1968     GOOD             DOD
 RS0190
 RS0190                          STATION DESCRIPTION
 RS0190
 RS0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RS0190'6.3 MI E FROM AMIDON.
 RS0190'ABOUT 6.3 MILES EAST OF AMIDON BUT U.S. HIGHWAY 85 HAS BEEN REROUTED
 RS0190'AND DOES NOT PASS BY THE MARK.  IT IS ABOUT 0.75 MILE EAST OF A POINT
 RS0190'WHERE U.S. HIGHWAY 85 CURVES TO THE LEFT, ABOUT 450 YARDS NORTH OF A
 RS0190'FARMHOUSE AND 40 FEET SOUTH OF THE CENTERLINE OF EAST-WEST GRAVEL
 RS0190'ROAD.
 RS0190
 RS0190                          STATION RECOVERY (1968)
 RS0190
 RS0190'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0432 ***********************************************************************
 SM0432  DESIGNATION -  E 201 RESET
 SM0432  PID         -  SM0432
 SM0432  STATE/COUNTY-  ND/GRIGGS
 SM0432  USGS QUAD   -  SUTTON NE (1961)
 SM0432
 SM0432                         *CURRENT SURVEY CONTROL
 SM0432  ___________________________________________________________________
 SM0432* NAD 83(1986)-  47 26 31.     (N)    098 19 45.     (W)     SCALED    
 SM0432* NAVD 88     -       440.67   (+/-2cm)    1445.8    (feet)  VERTCON   
 SM0432  ___________________________________________________________________
 SM0432  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SM0432
 SM0432  VERT ORDER  -  THIRD (See Below)
 SM0432
 SM0432.The horizontal coordinates were scaled from a topographic map and have
 SM0432.an estimated accuracy of +/- 6 seconds.
 SM0432
 SM0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0432.The vertical order pertains to the NGVD 29 superseded value.
 SM0432
 SM0432.The geoid height was determined by GEOID03.
 SM0432
 SM0432;                    North         East    Units  Estimated Accuracy
 SM0432;SPC ND N     -    51,440.      763,720.      MT  (+/- 180 meters Scaled)
 SM0432
 SM0432                          SUPERSEDED SURVEY CONTROL
 SM0432
 SM0432  NGVD 29 (11/04/04)  440.32   (m)         1444.6    (f) RESET       3  
 SM0432
 SM0432.Superseded values are not recommended for survey control.
 SM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0432.See file dsdata.txt to determine how the superseded data were derived.
 SM0432
 SM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT505544(NAD 83)
 SM0432_MARKER: DB = BENCH MARK DISK
 SM0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0432_STAMPING: E 201 RESET 1950
 SM0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0432+STABILITY: SURFACE MOTION
 SM0432
 SM0432  HISTORY     - Date     Condition        Report By
 SM0432  HISTORY     - 1950     MONUMENTED       NDHD
 SM0432
 SM0432                          STATION DESCRIPTION
 SM0432
 SM0432'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 SM0432'9.4 MI W FROM COOPERSTOWN.
 SM0432'9.4 MILES WEST ALONG STATE HIGHWAY 7 FROM THE NORTHERN PACIFIC RAILWAY
 SM0432'STATION AT COOPERSTOWN, GRIGGS COUNTY, AT THE NORTHEAST CORNER OF SEC.
 SM0432'29, T 146 N, R 60 W, AT A SECTION-LINE ROAD INTERSECTION, 120 FEET
 SM0432'SOUTH OF THE EAST-AND-WEST SECTION LINE, AND 117 FEET WEST OF THE
 SM0432'NORTH-AND-SOUTH SECTION LINE.  A STANDARD DISK, STAMPED E 201 RESET
 SM0432'1950 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0185 ***********************************************************************
 SM0185  DESIGNATION -  E 202
 SM0185  PID         -  SM0185
 SM0185  STATE/COUNTY-  ND/GRIGGS
 SM0185  USGS QUAD   -  JESSIE (1961)
 SM0185
 SM0185                         *CURRENT SURVEY CONTROL
 SM0185  ___________________________________________________________________
 SM0185* NAD 83(1986)-  47 33 29.     (N)    098 11 54.     (W)     SCALED    
 SM0185* NAVD 88     -       444.756  (meters)    1459.17   (feet)  ADJUSTED  
 SM0185  ___________________________________________________________________
 SM0185  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0185  DYNAMIC HT  -         444.817 (meters)    1459.37  (feet)  COMP
 SM0185  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SM0185
 SM0185  VERT ORDER  -  SECOND    CLASS 0
 SM0185
 SM0185.The horizontal coordinates were scaled from a topographic map and have
 SM0185.an estimated accuracy of +/- 6 seconds.
 SM0185
 SM0185.The orthometric height was determined by differential leveling
 SM0185.and adjusted by the National Geodetic Survey in June 1991..
 SM0185
 SM0185.The geoid height was determined by GEOID03.
 SM0185
 SM0185.The dynamic height is computed by dividing the NAVD 88
 SM0185.geopotential number by the normal gravity value computed on the
 SM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0185.degrees latitude (g = 980.6199 gals.).
 SM0185
 SM0185.The modeled gravity was interpolated from observed gravity values.
 SM0185
 SM0185;                    North         East    Units  Estimated Accuracy
 SM0185;SPC ND N     -    64,630.      773,200.      MT  (+/- 180 meters Scaled)
 SM0185
 SM0185                          SUPERSEDED SURVEY CONTROL
 SM0185
 SM0185  NGVD 29 (??/??/92)  444.399  (m)         1458.00   (f) ADJ UNCH    2 0
 SM0185
 SM0185.Superseded values are not recommended for survey control.
 SM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0185.See file dsdata.txt to determine how the superseded data were derived.
 SM0185
 SM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT603674(NAD 83)
 SM0185_MARKER: DB = BENCH MARK DISK
 SM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0185_STAMPING: E 202 1963
 SM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0185+STABILITY: SURFACE MOTION
 SM0185
 SM0185  HISTORY     - Date     Condition        Report By
 SM0185  HISTORY     - 1963     MONUMENTED       CGS
 SM0185  HISTORY     - 1963     GOOD             NGS
 SM0185
 SM0185                          STATION DESCRIPTION
 SM0185
 SM0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0185'7.2 MI E FROM BINFORD.
 SM0185'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0185'RAILWAY STATION AT BINFORD, THENCE 2.15 MILES EAST ALONG A TRAIL ROAD,
 SM0185'IN SECTION 8, T 147 N, R 59 W, 50 FEET NORTHWEST OF THE CENTER OF A
 SM0185'INTERSECTION WITH A GRAVELED ROAD AND PRIVATE ROAD LEADING EAST, 37
 SM0185'FEET NORTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF THE CENTER
 SM0185'LINE OF THE GRAVELED ROAD, 12 FEET NORTH OF A CORNER FENCE POST, 46
 SM0185'FEET SOUTHEAST OF A POWER POLE, 5 FEET EAST OF A FENCE, 10 INCHES WEST
 SM0185'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SM0185'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0743 ***********************************************************************
 SM0743  DESIGNATION -  E 204
 SM0743  PID         -  SM0743
 SM0743  STATE/COUNTY-  ND/EDDY
 SM0743  USGS QUAD   -  GRACE CITY (1971)
 SM0743
 SM0743                         *CURRENT SURVEY CONTROL
 SM0743  ___________________________________________________________________
 SM0743* NAD 83(1986)-  47 36 59.     (N)    098 50 28.     (W)     SCALED    
 SM0743* NAVD 88     -       459.613  (meters)    1507.91   (feet)  ADJUSTED  
 SM0743  ___________________________________________________________________
 SM0743  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 SM0743  DYNAMIC HT  -         459.665 (meters)    1508.08  (feet)  COMP
 SM0743  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 SM0743
 SM0743  VERT ORDER  -  SECOND    CLASS 0
 SM0743
 SM0743.The horizontal coordinates were scaled from a topographic map and have
 SM0743.an estimated accuracy of +/- 6 seconds.
 SM0743
 SM0743.The orthometric height was determined by differential leveling
 SM0743.and adjusted by the National Geodetic Survey in June 1991..
 SM0743
 SM0743.The geoid height was determined by GEOID03.
 SM0743
 SM0743.The dynamic height is computed by dividing the NAVD 88
 SM0743.geopotential number by the normal gravity value computed on the
 SM0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0743.degrees latitude (g = 980.6199 gals.).
 SM0743
 SM0743.The modeled gravity was interpolated from observed gravity values.
 SM0743
 SM0743;                    North         East    Units  Estimated Accuracy
 SM0743;SPC ND N     -    69,870.      724,700.      MT  (+/- 180 meters Scaled)
 SM0743
 SM0743                          SUPERSEDED SURVEY CONTROL
 SM0743
 SM0743  NGVD 29 (??/??/92)  459.228  (m)         1506.65   (f) ADJ UNCH    2 0
 SM0743
 SM0743.Superseded values are not recommended for survey control.
 SM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0743.See file dsdata.txt to determine how the superseded data were derived.
 SM0743
 SM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT119736(NAD 83)
 SM0743_MARKER: DB = BENCH MARK DISK
 SM0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0743_STAMPING: E 204 1935
 SM0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0743+STABILITY: SURFACE MOTION
 SM0743
 SM0743  HISTORY     - Date     Condition        Report By
 SM0743  HISTORY     - 1939     MONUMENTED       CGS
 SM0743  HISTORY     - 1961     GOOD             NGS
 SM0743
 SM0743                          STATION DESCRIPTION
 SM0743
 SM0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0743'14.8 MI WNW FROM MCHENRY.
 SM0743'IN EDDY COUNTY, 0.9 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE
 SM0743'PUBLIC SCHOOL AT MCHENRY, FOSTER COUNTY, THENCE 11.9 MILES WEST AND
 SM0743'2.0 MILES NORTH ALONG SECTION-LINE ROADS.  AT THE CORNER COMMON TO
 SM0743'SECTIONS 20, 21, 28 AND 29, T 148 N, R 64 W, AT A ROAD INTERSECTION,
 SM0743'60 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 49 FEET NORTH OF
 SM0743'THE CENTER LINE OF THE EAST-AND-WEST ROAD, 24 FEET EAST OF THE CENTER
 SM0743'LINE OF THE NORTH-AND-SOUTH ROAD, 17 FEET NORTH OF THE SOUTHWEST
 SM0743'CORNER OF A PASTURE FENCE, AND 1.4 FEET EAST OF THE NORTH-AND-SOUTH
 SM0743'FENCE.  A STANDARD DISK, STAMPED E 204 1935 AND SET IN THE TOP OF A
 SM0743'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0567 ***********************************************************************
 SM0567  DESIGNATION -  E 206
 SM0567  PID         -  SM0567
 SM0567  STATE/COUNTY-  ND/FOSTER
 SM0567  USGS QUAD   -  ARROWWOOD LAKE (1951)
 SM0567
 SM0567                         *CURRENT SURVEY CONTROL
 SM0567  ___________________________________________________________________
 SM0567* NAD 83(1986)-  47 21 20.     (N)    098 47 12.     (W)     SCALED    
 SM0567* NAVD 88     -       469.316  (meters)    1539.75   (feet)  ADJUSTED  
 SM0567  ___________________________________________________________________
 SM0567  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 SM0567  DYNAMIC HT  -         469.364 (meters)    1539.91  (feet)  COMP
 SM0567  MODELED GRAV-     980,701.0   (mgal)                       NAVD 88
 SM0567
 SM0567  VERT ORDER  -  SECOND    CLASS 0
 SM0567
 SM0567.The horizontal coordinates were scaled from a topographic map and have
 SM0567.an estimated accuracy of +/- 6 seconds.
 SM0567
 SM0567.The orthometric height was determined by differential leveling
 SM0567.and adjusted by the National Geodetic Survey in June 1991..
 SM0567
 SM0567.The geoid height was determined by GEOID03.
 SM0567
 SM0567.The dynamic height is computed by dividing the NAVD 88
 SM0567.geopotential number by the normal gravity value computed on the
 SM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0567.degrees latitude (g = 980.6199 gals.).
 SM0567
 SM0567.The modeled gravity was interpolated from observed gravity values.
 SM0567
 SM0567;                    North         East    Units  Estimated Accuracy
 SM0567;SPC ND N     -    40,970.      729,430.      MT  (+/- 180 meters Scaled)
 SM0567
 SM0567                          SUPERSEDED SURVEY CONTROL
 SM0567
 SM0567  NGVD 29 (??/??/92)  468.944  (m)         1538.53   (f) ADJ UNCH    2 0
 SM0567
 SM0567.Superseded values are not recommended for survey control.
 SM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0567.See file dsdata.txt to determine how the superseded data were derived.
 SM0567
 SM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT161446(NAD 83)
 SM0567_MARKER: DB = BENCH MARK DISK
 SM0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0567_STAMPING: E-206 1935
 SM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0567+STABILITY: SURFACE MOTION
 SM0567
 SM0567  HISTORY     - Date     Condition        Report By
 SM0567  HISTORY     - 1935     MONUMENTED       CGS
 SM0567  HISTORY     - 1960     GOOD             NGS
 SM0567
 SM0567                          STATION DESCRIPTION
 SM0567
 SM0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0567'10.5 MI SE FROM BORDULAC.
 SM0567'2 MILES SOUTH OF, THENCE 8.5 MILES EAST OF, ALONG SECTION ROAD, FROM
 SM0567'BORDULAC HIGH SCHOOL R 64 W, T 145 N, SEC. 23, COMMON TO SECTIONS 23,
 SM0567'26.  SET AT BUCEPHALIA SCHOOL NO. 1 SCHOOL YARD.  42 FEET NORTH OF
 SM0567'CENTERLINE OF EAST-WEST ROAD.  5.5 FEET EAST OF SOUTHWEST CORNER OF
 SM0567'SCHOOL BUILDING.  4.6 FEET WEST OF CENTER OF FRONT ENTRANCE DOOR.  1
 SM0567'FT. SOUTH OF SIDE OF SCHOOL BUILDING.  TABLET SET IN PRECAST CONCRETE
 SM0567'POST.
 SM0567
 SM0567                          STATION RECOVERY (1960)
 SM0567
 SM0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0650 ***********************************************************************
 SM0650  DESIGNATION -  E 207
 SM0650  PID         -  SM0650
 SM0650  STATE/COUNTY-  ND/STUTSMAN
 SM0650  USGS QUAD   -  COURTENAY (1951)
 SM0650
 SM0650                         *CURRENT SURVEY CONTROL
 SM0650  ___________________________________________________________________
 SM0650* NAD 83(1986)-  47 10 56.     (N)    098 30 33.     (W)     SCALED    
 SM0650* NAVD 88     -       461.380  (meters)    1513.71   (feet)  ADJUSTED  
 SM0650  ___________________________________________________________________
 SM0650  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0650  DYNAMIC HT  -         461.413 (meters)    1513.82  (feet)  COMP
 SM0650  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 SM0650
 SM0650  VERT ORDER  -  SECOND    CLASS 0
 SM0650
 SM0650.The horizontal coordinates were scaled from a topographic map and have
 SM0650.an estimated accuracy of +/- 6 seconds.
 SM0650
 SM0650.The orthometric height was determined by differential leveling
 SM0650.and adjusted by the National Geodetic Survey in June 1991..
 SM0650
 SM0650.The geoid height was determined by GEOID03.
 SM0650
 SM0650.The dynamic height is computed by dividing the NAVD 88
 SM0650.geopotential number by the normal gravity value computed on the
 SM0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0650.degrees latitude (g = 980.6199 gals.).
 SM0650
 SM0650.The modeled gravity was interpolated from observed gravity values.
 SM0650
 SM0650;                    North         East    Units  Estimated Accuracy
 SM0650;SPC ND S     -   170,380.      750,880.      MT  (+/- 180 meters Scaled)
 SM0650
 SM0650                          SUPERSEDED SURVEY CONTROL
 SM0650
 SM0650  NGVD 29 (??/??/92)  461.006  (m)         1512.48   (f) ADJ UNCH    2 0
 SM0650
 SM0650.Superseded values are not recommended for survey control.
 SM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0650.See file dsdata.txt to determine how the superseded data were derived.
 SM0650
 SM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT371255(NAD 83)
 SM0650_MARKER: DB = BENCH MARK DISK
 SM0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0650_STAMPING: E 207 1935
 SM0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0650+STABILITY: SURFACE MOTION
 SM0650
 SM0650  HISTORY     - Date     Condition        Report By
 SM0650  HISTORY     - 1935     MONUMENTED       CGS
 SM0650  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0650
 SM0650                          STATION DESCRIPTION
 SM0650
 SM0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0650'17.2 MI N FROM SPIRITWOOD.
 SM0650'17.2 MILES NORTH ALONG STATE HIGHWAY 62 AND A SECTION-LINE ROAD FROM
 SM0650'THE JUNCTION OF U.S. HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, AT THE
 SM0650'NORTHWEST CORNER OF SECTION 26, T. 143 N., R. 62 W., AT A ROAD
 SM0650'INTERSECTION, 43.4 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 SM0650'22.7 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 4.6
 SM0650'FEET SOUTH OF THE NORTHWEST CORNER OF A FENCE, AND 1.9 FEET WEST OF
 SM0650'THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED E 207 1935 AND
 SM0650'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED LOCATION HAS
 SM0650'BEEN UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0603 ***********************************************************************
 SM0603  DESIGNATION -  E 209
 SM0603  PID         -  SM0603
 SM0603  STATE/COUNTY-  ND/STUTSMAN
 SM0603  USGS QUAD   -  FRIED (1990)
 SM0603
 SM0603                         *CURRENT SURVEY CONTROL
 SM0603  ___________________________________________________________________
 SM0603* NAD 83(1986)-  47 04 54.     (N)    098 43 15.     (W)     SCALED    
 SM0603* NAVD 88     -       457.104  (meters)    1499.68   (feet)  ADJUSTED  
 SM0603  ___________________________________________________________________
 SM0603  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0603  DYNAMIC HT  -         457.134 (meters)    1499.78  (feet)  COMP
 SM0603  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 SM0603
 SM0603  VERT ORDER  -  SECOND    CLASS 0
 SM0603
 SM0603.The horizontal coordinates were scaled from a topographic map and have
 SM0603.an estimated accuracy of +/- 6 seconds.
 SM0603
 SM0603.The orthometric height was determined by differential leveling
 SM0603.and adjusted by the National Geodetic Survey in June 1991..
 SM0603
 SM0603.The geoid height was determined by GEOID03.
 SM0603
 SM0603.The dynamic height is computed by dividing the NAVD 88
 SM0603.geopotential number by the normal gravity value computed on the
 SM0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0603.degrees latitude (g = 980.6199 gals.).
 SM0603
 SM0603.The modeled gravity was interpolated from observed gravity values.
 SM0603
 SM0603;                    North         East    Units  Estimated Accuracy
 SM0603;SPC ND S     -   158,820.      735,090.      MT  (+/- 180 meters Scaled)
 SM0603
 SM0603                          SUPERSEDED SURVEY CONTROL
 SM0603
 SM0603  NGVD 29 (??/??/92)  456.721  (m)         1498.43   (f) ADJ UNCH    2 0
 SM0603
 SM0603.Superseded values are not recommended for survey control.
 SM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0603.See file dsdata.txt to determine how the superseded data were derived.
 SM0603
 SM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT211142(NAD 83)
 SM0603_MARKER: DB = BENCH MARK DISK
 SM0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0603_STAMPING: E 209 1935
 SM0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0603+STABILITY: SURFACE MOTION
 SM0603
 SM0603  HISTORY     - Date     Condition        Report By
 SM0603  HISTORY     - 1935     MONUMENTED       CGS
 SM0603  HISTORY     - 1961     GOOD             NGS
 SM0603
 SM0603                          STATION DESCRIPTION
 SM0603
 SM0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0603'12.4 MI N FROM JAMESTOWN.
 SM0603'12.4 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 SM0603'JAMESTOWN, STUTSMAN COUNTY, AT THE SOUTHWEST CORNER OF SECTION 30, T.
 SM0603'142 N., R. 63 W., 275 FEET NORTH OF A ROAD INTERSECTION, 200 FEET WEST
 SM0603'OF THE TOM READEL FARMHOUSE, 46.7 FEET EAST OF THE CENTER LINE OF THE
 SM0603'ROAD, 6.9 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE, AND 1.5 FEET
 SM0603'WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED E 209
 SM0603'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN THE CENTER OF A
 SM0603'LANE LEADING TO A PASTURE TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0157 ***********************************************************************
 RS0157  DESIGNATION -  E 21
 RS0157  PID         -  RS0157
 RS0157  STATE/COUNTY-  ND/BOWMAN
 RS0157  USGS QUAD   -  BOWMAN (1968)
 RS0157
 RS0157                         *CURRENT SURVEY CONTROL
 RS0157  ___________________________________________________________________
 RS0157* NAD 83(1986)-  46 11 24.     (N)    103 25 35.     (W)     SCALED    
 RS0157* NAVD 88     -       903.069  (meters)    2962.82   (feet)  ADJUSTED  
 RS0157  ___________________________________________________________________
 RS0157  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 RS0157  DYNAMIC HT  -         902.985 (meters)    2962.54  (feet)  COMP
 RS0157  MODELED GRAV-     980,491.3   (mgal)                       NAVD 88
 RS0157
 RS0157  VERT ORDER  -  SECOND    CLASS 0
 RS0157
 RS0157.The horizontal coordinates were scaled from a topographic map and have
 RS0157.an estimated accuracy of +/- 6 seconds.
 RS0157
 RS0157.The orthometric height was determined by differential leveling
 RS0157.and adjusted by the National Geodetic Survey in June 1991..
 RS0157
 RS0157.The geoid height was determined by GEOID03.
 RS0157
 RS0157.The dynamic height is computed by dividing the NAVD 88
 RS0157.geopotential number by the normal gravity value computed on the
 RS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0157.degrees latitude (g = 980.6199 gals.).
 RS0157
 RS0157.The modeled gravity was interpolated from observed gravity values.
 RS0157
 RS0157;                    North         East    Units  Estimated Accuracy
 RS0157;SPC ND S     -    62,380.      374,140.      MT  (+/- 180 meters Scaled)
 RS0157
 RS0157                          SUPERSEDED SURVEY CONTROL
 RS0157
 RS0157  NGVD 29 (??/??/92)  902.564  (m)         2961.16   (f) ADJ UNCH    2 0
 RS0157
 RS0157.Superseded values are not recommended for survey control.
 RS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0157.See file dsdata.txt to determine how the superseded data were derived.
 RS0157
 RS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM214163(NAD 83)
 RS0157_MARKER: DB = BENCH MARK DISK
 RS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0157_STAMPING: E 21 1934
 RS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0157+STABILITY: SURFACE MOTION
 RS0157
 RS0157  HISTORY     - Date     Condition        Report By
 RS0157  HISTORY     - 1934     MONUMENTED       CGS
 RS0157
 RS0157                          STATION DESCRIPTION
 RS0157
 RS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0157'1.5 MI NW FROM BOWMAN.
 RS0157'1.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0157'RAILROAD FROM BOWMAN, BOWMAN COUNTY, AT MILEPOST 969, 47 FEET SOUTH OF
 RS0157'THE CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY
 RS0157'FENCE.  A STANDARD DISK STAMPED E 21 1934 AND SET IN THE TOP OF A
 RS0157'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0292 ***********************************************************************
 RR0292  DESIGNATION -  E 212
 RR0292  PID         -  RR0292
 RR0292  STATE/COUNTY-  ND/BURLEIGH
 RR0292  USGS QUAD   -  BISMARCK (1976)
 RR0292
 RR0292                         *CURRENT SURVEY CONTROL
 RR0292  ___________________________________________________________________
 RR0292* NAD 83(1986)-  46 51 54.     (N)    100 45 45.     (W)     SCALED    
 RR0292* NAVD 88     -       544.316  (meters)    1785.81   (feet)  ADJUSTED  
 RR0292  ___________________________________________________________________
 RR0292  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0292  DYNAMIC HT  -         544.324 (meters)    1785.84  (feet)  COMP
 RR0292  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 RR0292
 RR0292  VERT ORDER  -  FIRST     CLASS II
 RR0292
 RR0292.The horizontal coordinates were scaled from a topographic map and have
 RR0292.an estimated accuracy of +/- 6 seconds.
 RR0292
 RR0292.The orthometric height was determined by differential leveling
 RR0292.and adjusted by the National Geodetic Survey in June 1991..
 RR0292
 RR0292.The geoid height was determined by GEOID03.
 RR0292
 RR0292.The dynamic height is computed by dividing the NAVD 88
 RR0292.geopotential number by the normal gravity value computed on the
 RR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0292.degrees latitude (g = 980.6199 gals.).
 RR0292
 RR0292.The modeled gravity was interpolated from observed gravity values.
 RR0292
 RR0292;                    North         East    Units  Estimated Accuracy
 RR0292;SPC ND S     -   133,240.      579,990.      MT  (+/- 180 meters Scaled)
 RR0292
 RR0292                          SUPERSEDED SURVEY CONTROL
 RR0292
 RR0292  NGVD 29 (??/??/92)  543.892  (m)         1784.42   (f) ADJ UNCH    1 2
 RR0292
 RR0292.Superseded values are not recommended for survey control.
 RR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0292.See file dsdata.txt to determine how the superseded data were derived.
 RR0292
 RR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS656916(NAD 83)
 RR0292_MARKER: DB = BENCH MARK DISK
 RR0292_SETTING: 80 = SET IN A BOULDER
 RR0292_SP_SET: BOULDER
 RR0292_STAMPING: E 212 1962
 RR0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0292+STABILITY: SURFACE MOTION
 RR0292
 RR0292  HISTORY     - Date     Condition        Report By
 RR0292  HISTORY     - 1962     MONUMENTED       CGS
 RR0292  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0292
 RR0292                          STATION DESCRIPTION
 RR0292
 RR0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0292'6.5 MI N FROM BISMARCK.
 RR0292'ABOUT 6.5 MILE NORTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0292'STATION AT BISMARCK, 2 1/2 POLES NORTH AND ACROSS THE TRACK FROM
 RR0292'MILEPOST 554, SET VERTICALLY IN THE SOUTH FACE OF A 10 FOOT BY 6 FOOT
 RR0292'GRANITE BOLDER, 31 FEET EAST OF THE EAST RAIL, 15.2 FEET WEST OF A
 RR0292'FENCE LINE, ABOUT 3 FEET HIGHER THAN THE RAIL, SET IN A GRANITE BOLDER
 RR0292'AND A VERTICAL.
 RR0292
 RR0292                          STATION RECOVERY (1982)
 RR0292
 RR0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0140 ***********************************************************************
 SN0140  DESIGNATION -  E 213
 SN0140  PID         -  SN0140
 SN0140  STATE/COUNTY-  ND/MCLEAN
 SN0140  USGS QUAD   -  SANGER (1966)
 SN0140
 SN0140                         *CURRENT SURVEY CONTROL
 SN0140  ___________________________________________________________________
 SN0140* NAD 83(1986)-  47 14 56.     (N)    100 57 41.     (W)     SCALED    
 SN0140* NAVD 88     -       518.071  (meters)    1699.70   (feet)  ADJUSTED  
 SN0140  ___________________________________________________________________
 SN0140  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SN0140  DYNAMIC HT  -         518.099 (meters)    1699.80  (feet)  COMP
 SN0140  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 SN0140
 SN0140  VERT ORDER  -  FIRST     CLASS II
 SN0140
 SN0140.The horizontal coordinates were scaled from a topographic map and have
 SN0140.an estimated accuracy of +/- 6 seconds.
 SN0140
 SN0140.The orthometric height was determined by differential leveling
 SN0140.and adjusted by the National Geodetic Survey in June 1991..
 SN0140
 SN0140.The geoid height was determined by GEOID03.
 SN0140
 SN0140.The dynamic height is computed by dividing the NAVD 88
 SN0140.geopotential number by the normal gravity value computed on the
 SN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0140.degrees latitude (g = 980.6199 gals.).
 SN0140
 SN0140.The modeled gravity was interpolated from observed gravity values.
 SN0140
 SN0140;                    North         East    Units  Estimated Accuracy
 SN0140;SPC ND N     -    27,780.      565,070.      MT  (+/- 180 meters Scaled)
 SN0140
 SN0140                          SUPERSEDED SURVEY CONTROL
 SN0140
 SN0140.No superseded survey control is available for this station.
 SN0140
 SN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT515346(NAD 83)
 SN0140_MARKER: DB = BENCH MARK DISK
 SN0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0140_SP_SET: CONCRETE PILLAR
 SN0140_STAMPING: E 213 1962
 SN0140_MARK LOGO: CGS   
 SN0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0140
 SN0140  HISTORY     - Date     Condition        Report By
 SN0140  HISTORY     - 1962     MONUMENTED       CGS
 SN0140  HISTORY     - 1977     GOOD             NDHD
 SN0140  HISTORY     - 1982     GOOD             NGS
 SN0140
 SN0140                          STATION DESCRIPTION
 SN0140
 SN0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0140'4.2 MI SE FROM WASHBURN.
 SN0140'ABOUT 4.2 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0140'AT WASHBURN, AT MILEPOLE NO 520, AT THE RAILROAD UNDERPASS UNDER
 SN0140'HIGHWAY 83, SET VERTICALLY IN THE NORTH FACE OF THE EAST CONCRETE
 SN0140'PILLAR, 14 FEET SOUTH OF THE SOUTH RAIL, 1.8 FEET ABOVE THE GROUND,
 SN0140'ABOUT 1 FOOT HIGHER THAN THE TRACK, A DISK DRILLED IN VERTICALLY.
 SN0140
 SN0140                          STATION RECOVERY (1977)
 SN0140
 SN0140'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0140'RECOVERED IN GOOD CONDITION.
 SN0140
 SN0140                          STATION RECOVERY (1982)
 SN0140
 SN0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0140'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0140'17.7 KM (11.0 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0140'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, SET
 SN0140'VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY ONE OF FOUR PIERS OF
 SN0140'THE NORTH BOUND LANES OF THE HIGHWAY OVERPASS OF THE SOO LINE RAILROAD
 SN0140'AND 4.3 METERS (14.1 FT) SOUTH OF THE NEAR RAIL.
 SN0140'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4280 ***********************************************************************
 DG4280  DESIGNATION -  E 213 RESET
 DG4280  PID         -  DG4280
 DG4280  STATE/COUNTY-  ND/MCLEAN
 DG4280  USGS QUAD   -  SANGER (1966)
 DG4280
 DG4280                         *CURRENT SURVEY CONTROL
 DG4280  ___________________________________________________________________
 DG4280* NAD 83(1986)-  47 14 56.     (N)    100 57 41.     (W)     SCALED    
 DG4280* NAVD 88     -       520.52   (meters)    1707.7    (feet)  RESET     
 DG4280  ___________________________________________________________________
 DG4280  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 DG4280
 DG4280  VERT ORDER  -  THIRD
 DG4280
 DG4280.The horizontal coordinates were scaled from a topographic map and have
 DG4280.an estimated accuracy of +/- 6 seconds.
 DG4280
 DG4280.The orthometric height was computed from unverified reset data.
 DG4280.No vertical observational check was made to the station.
 DG4280
 DG4280.The geoid height was determined by GEOID03.
 DG4280
 DG4280;                    North         East    Units  Estimated Accuracy
 DG4280;SPC ND N     -    27,780.      565,070.      MT  (+/- 180 meters Scaled)
 DG4280
 DG4280                          SUPERSEDED SURVEY CONTROL
 DG4280
 DG4280.No superseded survey control is available for this station.
 DG4280
 DG4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT515346(NAD 83)
 DG4280_MARKER: DV = VERTICAL CONTROL DISK
 DG4280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG4280_SP_SET: BRIDGE FOOTING
 DG4280_STAMPING: E 213 RESET 2000
 DG4280_MARK LOGO: NGS   
 DG4280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4280
 DG4280  HISTORY     - Date     Condition        Report By
 DG4280  HISTORY     - 2000     MONUMENTED       NDDT
 DG4280
 DG4280                          STATION DESCRIPTION
 DG4280
 DG4280'DESCRIBED BY NORTH DAKOTA DEPT TRANS 2000 (GH)
 DG4280'4.2 MILES SE FROM WASHBURN, ABOUT 4.1 MILES SOUTHEAST ALONG THE SOO
 DG4280'LINE RAILROAD FROM THE STATION AT WASHBURN, AT THE NEW RAILROAD
 DG4280'UNDERPASS UNDER HIGHWAY 83 NORTHBOUND, SET FLUSH IN THE CENTER OF THE
 DG4280'WEST EDGE OF PIER NO 2. 22.4 FEET FROM THE CENTER OF THE SOUTH RAIL OF
 DG4280'RAILROAD TRACKS. 69.0 FEET FROM THE SOUTHWEST CORNER OF PIER NO 3 OF
 DG4280'THE NEW BRIDGE. 96.9 FEET FROM THE NORTHEAST CORNER OF PIER NO 3 OF
 DG4280'THE OLD BRIDGE. 152.8 FEET FROM THE SOUTHEAST CORNER OF PIER NO 2 OF
 DG4280'THE OLD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0525 ***********************************************************************
 SN0525  DESIGNATION -  E 214
 SN0525  PID         -  SN0525
 SN0525  STATE/COUNTY-  ND/MCLEAN
 SN0525  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0525
 SN0525                         *CURRENT SURVEY CONTROL
 SN0525  ___________________________________________________________________
 SN0525* NAD 83(1986)-  47 37 22.     (N)    101 20 07.     (W)     SCALED    
 SN0525* NAVD 88     -       571.567  (meters)    1875.22   (feet)  ADJUSTED  
 SN0525  ___________________________________________________________________
 SN0525  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SN0525  DYNAMIC HT  -         571.616 (meters)    1875.38  (feet)  COMP
 SN0525  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 SN0525
 SN0525  VERT ORDER  -  FIRST     CLASS II
 SN0525
 SN0525.The horizontal coordinates were scaled from a topographic map and have
 SN0525.an estimated accuracy of +/- 6 seconds.
 SN0525
 SN0525.The orthometric height was determined by differential leveling
 SN0525.and adjusted by the National Geodetic Survey in June 1991..
 SN0525
 SN0525.The geoid height was determined by GEOID03.
 SN0525
 SN0525.The dynamic height is computed by dividing the NAVD 88
 SN0525.geopotential number by the normal gravity value computed on the
 SN0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0525.degrees latitude (g = 980.6199 gals.).
 SN0525
 SN0525.The modeled gravity was interpolated from observed gravity values.
 SN0525
 SN0525;                    North         East    Units  Estimated Accuracy
 SN0525;SPC ND N     -    69,580.      537,220.      MT  (+/- 180 meters Scaled)
 SN0525
 SN0525                          SUPERSEDED SURVEY CONTROL
 SN0525
 SN0525  NGVD 29 (??/??/92)  571.165  (m)         1873.90   (f) ADJ UNCH    1 2
 SN0525
 SN0525.Superseded values are not recommended for survey control.
 SN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0525.See file dsdata.txt to determine how the superseded data were derived.
 SN0525
 SN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT245770(NAD 83)
 SN0525_MARKER: DB = BENCH MARK DISK
 SN0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0525_STAMPING: E 214 1962
 SN0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0525+STABILITY: SURFACE MOTION
 SN0525
 SN0525  HISTORY     - Date     Condition        Report By
 SN0525  HISTORY     - 1962     MONUMENTED       CGS
 SN0525  HISTORY     - 1982     GOOD             NGS
 SN0525
 SN0525                          STATION DESCRIPTION
 SN0525
 SN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0525'4.7 MI SE FROM GARRISON.
 SN0525'ABOUT 4.7 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0525'AT GARRISON, 3 POLES NORTHWEST OF MILEPOLE 486, AT A ROAD CROSSING, 47
 SN0525'FEET NORTHWEST OF THE CENTERLINE OF THE CROSSING, 30 FEET NORTH OF THE
 SN0525'NORTH RAIL, 23 FEET WEST OF THE CENTERLINE OF THE ROAD, 9.5 FEET EAST
 SN0525'OF A TELEPHONE POLE, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 SN0525'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
 SN0525
 SN0525                          STATION RECOVERY (1982)
 SN0525
 SN0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1015 ***********************************************************************
 SN1015  DESIGNATION -  E 215
 SN1015  PID         -  SN1015
 SN1015  STATE/COUNTY-  ND/WARD
 SN1015  USGS QUAD   -  LAKE VERNON (1980)
 SN1015
 SN1015                         *CURRENT SURVEY CONTROL
 SN1015  ___________________________________________________________________
 SN1015* NAD 83(1986)-  47 53 06.     (N)    101 35 01.     (W)     SCALED    
 SN1015* NAVD 88     -       646.545  (meters)    2121.21   (feet)  ADJUSTED  
 SN1015  ___________________________________________________________________
 SN1015  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SN1015  DYNAMIC HT  -         646.624 (meters)    2121.47  (feet)  COMP
 SN1015  MODELED GRAV-     980,712.3   (mgal)                       NAVD 88
 SN1015
 SN1015  VERT ORDER  -  SECOND    CLASS 0
 SN1015
 SN1015.The horizontal coordinates were scaled from a topographic map and have
 SN1015.an estimated accuracy of +/- 6 seconds.
 SN1015
 SN1015.The orthometric height was determined by differential leveling
 SN1015.and adjusted by the National Geodetic Survey in June 1991..
 SN1015
 SN1015.The geoid height was determined by GEOID03.
 SN1015
 SN1015.The dynamic height is computed by dividing the NAVD 88
 SN1015.geopotential number by the normal gravity value computed on the
 SN1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1015.degrees latitude (g = 980.6199 gals.).
 SN1015
 SN1015.The modeled gravity was interpolated from observed gravity values.
 SN1015
 SN1015;                    North         East    Units  Estimated Accuracy
 SN1015;SPC ND N     -    98,970.      518,960.      MT  (+/- 180 meters Scaled)
 SN1015
 SN1015                          SUPERSEDED SURVEY CONTROL
 SN1015
 SN1015  NGVD 29 (??/??/92)  646.139  (m)         2119.87   (f) ADJ UNCH    2 0
 SN1015
 SN1015.Superseded values are not recommended for survey control.
 SN1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1015.See file dsdata.txt to determine how the superseded data were derived.
 SN1015
 SN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU068067(NAD 83)
 SN1015_MARKER: DB = BENCH MARK DISK
 SN1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1015_STAMPING: E 215 1962
 SN1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1015+STABILITY: SURFACE MOTION
 SN1015
 SN1015  HISTORY     - Date     Condition        Report By
 SN1015  HISTORY     - 1962     MONUMENTED       CGS
 SN1015
 SN1015                          STATION DESCRIPTION
 SN1015
 SN1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1015'4.1 MI NW FROM DOUGLAS.
 SN1015'4.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1015'DOUGLAS, OR 4.8 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 SN1015'STATION AT RYDER, 79 FEET SOUTH AND ACROSS THE TRACK FROM MILEPOST
 SN1015'482, 44 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE, 1.5
 SN1015'FEET WEST OF A WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 SN1015'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1055 ***********************************************************************
 SN1055  DESIGNATION -  E 216
 SN1055  PID         -  SN1055
 SN1055  STATE/COUNTY-  ND/MOUNTRAIL
 SN1055  USGS QUAD   -  WABEK (1980)
 SN1055
 SN1055                         *CURRENT SURVEY CONTROL
 SN1055  ___________________________________________________________________
 SN1055* NAD 83(1986)-  47 57 55.     (N)    101 59 57.     (W)     SCALED    
 SN1055* NAVD 88     -       612.970  (meters)    2011.05   (feet)  ADJUSTED  
 SN1055  ___________________________________________________________________
 SN1055  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 SN1055  DYNAMIC HT  -         613.056 (meters)    2011.33  (feet)  COMP
 SN1055  MODELED GRAV-     980,731.8   (mgal)                       NAVD 88
 SN1055
 SN1055  VERT ORDER  -  SECOND    CLASS 0
 SN1055
 SN1055.The horizontal coordinates were scaled from a topographic map and have
 SN1055.an estimated accuracy of +/- 6 seconds.
 SN1055
 SN1055.The orthometric height was determined by differential leveling
 SN1055.and adjusted by the National Geodetic Survey in June 1991..
 SN1055
 SN1055.The geoid height was determined by GEOID03.
 SN1055
 SN1055.The dynamic height is computed by dividing the NAVD 88
 SN1055.geopotential number by the normal gravity value computed on the
 SN1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1055.degrees latitude (g = 980.6199 gals.).
 SN1055
 SN1055.The modeled gravity was interpolated from observed gravity values.
 SN1055
 SN1055;                    North         East    Units  Estimated Accuracy
 SN1055;SPC ND N     -   108,410.      488,060.      MT  (+/- 180 meters Scaled)
 SN1055
 SN1055                          SUPERSEDED SURVEY CONTROL
 SN1055
 SN1055  NGVD 29 (??/??/92)  612.539  (m)         2009.64   (f) ADJ UNCH    2 0
 SN1055
 SN1055.Superseded values are not recommended for survey control.
 SN1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1055.See file dsdata.txt to determine how the superseded data were derived.
 SN1055
 SN1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU761167(NAD 83)
 SN1055_MARKER: DB = BENCH MARK DISK
 SN1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1055_STAMPING: F 216 1962
 SN1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1055+STABILITY: SURFACE MOTION
 SN1055
 SN1055  HISTORY     - Date     Condition        Report By
 SN1055  HISTORY     - 1962     MONUMENTED       CGS
 SN1055
 SN1055                          STATION DESCRIPTION
 SN1055
 SN1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1055'6.9 MI E FROM PARSHALL.
 SN1055'6.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1055'PARSHALL, AT A ROAD CROSSING, 151 FEET NORTH NORTHEAST OF THE
 SN1055'CENTERLINE OF THE CROSSING, 116 FEET NORTH OF THE NORTH RAIL, 53.8
 SN1055'FEET NORTH OF A TELEGRAPH POLE, 33 FEET EAST OF THE CENTERLINE OF THE
 SN1055'ROAD, 3.5 FEET EAST OF A FENCE CORNER, 1.5 FEET WEST OF A WITNESS
 SN1055'POST, ABOUT 3 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF A
 SN1055'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1071 ***********************************************************************
 TF1071  DESIGNATION -  E 217
 TF1071  PID         -  TF1071
 TF1071  STATE/COUNTY-  ND/WARD
 TF1071  USGS QUAD   -  MINOT (1979)
 TF1071
 TF1071                         *CURRENT SURVEY CONTROL
 TF1071  ___________________________________________________________________
 TF1071* NAD 83(1986)-  48 12 55.     (N)    101 19 07.     (W)     SCALED    
 TF1071* NAVD 88     -       537.271  (meters)    1762.70   (feet)  ADJUSTED  
 TF1071  ___________________________________________________________________
 TF1071  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 TF1071  DYNAMIC HT  -         537.358 (meters)    1762.98  (feet)  COMP
 TF1071  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TF1071
 TF1071  VERT ORDER  -  FIRST     CLASS II
 TF1071
 TF1071.The horizontal coordinates were scaled from a topographic map and have
 TF1071.an estimated accuracy of +/- 6 seconds.
 TF1071
 TF1071.The orthometric height was determined by differential leveling
 TF1071.and adjusted by the National Geodetic Survey in June 1991..
 TF1071
 TF1071.The geoid height was determined by GEOID03.
 TF1071
 TF1071.The dynamic height is computed by dividing the NAVD 88
 TF1071.geopotential number by the normal gravity value computed on the
 TF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1071.degrees latitude (g = 980.6199 gals.).
 TF1071
 TF1071.The modeled gravity was interpolated from observed gravity values.
 TF1071
 TF1071;                    North         East    Units  Estimated Accuracy
 TF1071;SPC ND N     -   135,440.      539,170.      MT  (+/- 180 meters Scaled)
 TF1071
 TF1071                          SUPERSEDED SURVEY CONTROL
 TF1071
 TF1071  NGVD 29 (??/??/92)  536.900  (m)         1761.48   (f) ADJ UNCH    1 2
 TF1071
 TF1071.Superseded values are not recommended for survey control.
 TF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1071.See file dsdata.txt to determine how the superseded data were derived.
 TF1071
 TF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU277428(NAD 83)
 TF1071_MARKER: DB = BENCH MARK DISK
 TF1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1071_SP_SET: CONCRETE BASE
 TF1071_STAMPING: E 217 1962
 TF1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1071
 TF1071  HISTORY     - Date     Condition        Report By
 TF1071  HISTORY     - 1962     MONUMENTED       CGS
 TF1071  HISTORY     - 1965     GOOD             NGS
 TF1071  HISTORY     - 1982     GOOD             NGS
 TF1071
 TF1071                          STATION DESCRIPTION
 TF1071
 TF1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1071'2 MI SW FROM MINOT.
 TF1071'0.9 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1071'THENCE 1.1 MILE WEST ALONG 16TH AVENUE, A BLACK TOP THEN GRADED
 TF1071'STREET, SET IN TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE
 TF1071'TOWER AT T.V. STATION K.M.O.T. CHANNEL 10.  15 FEET NORTH OF THE
 TF1071'NORTHWEST CORNER OF THE STUDIO BUILDING, ABOUT LEVEL WITH THE ROAD. A
 TF1071'HORIZONTAL.
 TF1071
 TF1071                          STATION RECOVERY (1965)
 TF1071
 TF1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TF1071'RECOVERED IN GOOD CONDITION.
 TF1071
 TF1071                          STATION RECOVERY (1982)
 TF1071
 TF1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0495 ***********************************************************************
 SN0495  DESIGNATION -  E 218
 SN0495  PID         -  SN0495
 SN0495  STATE/COUNTY-  ND/MCLEAN
 SN0495  USGS QUAD   -  BENEDICT SW (1981)
 SN0495
 SN0495                         *CURRENT SURVEY CONTROL
 SN0495  ___________________________________________________________________
 SN0495* NAD 83(1986)-  47 49 58.     (N)    101 14 59.     (W)     SCALED    
 SN0495* NAVD 88     -       657.760  (meters)    2158.00   (feet)  ADJUSTED  
 SN0495  ___________________________________________________________________
 SN0495  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 SN0495  DYNAMIC HT  -         657.826 (meters)    2158.22  (feet)  COMP
 SN0495  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 SN0495
 SN0495  VERT ORDER  -  SECOND    CLASS 0
 SN0495
 SN0495.The horizontal coordinates were scaled from a topographic map and have
 SN0495.an estimated accuracy of +/- 6 seconds.
 SN0495
 SN0495.The orthometric height was determined by differential leveling
 SN0495.and adjusted by the National Geodetic Survey in June 1991..
 SN0495
 SN0495.The geoid height was determined by GEOID03.
 SN0495
 SN0495.The dynamic height is computed by dividing the NAVD 88
 SN0495.geopotential number by the normal gravity value computed on the
 SN0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0495.degrees latitude (g = 980.6199 gals.).
 SN0495
 SN0495.The modeled gravity was interpolated from observed gravity values.
 SN0495
 SN0495;                    North         East    Units  Estimated Accuracy
 SN0495;SPC ND N     -    92,860.      543,880.      MT  (+/- 180 meters Scaled)
 SN0495
 SN0495                          SUPERSEDED SURVEY CONTROL
 SN0495
 SN0495  NGVD 29 (??/??/92)  657.357  (m)         2156.68   (f) ADJ UNCH    2 0
 SN0495
 SN0495.Superseded values are not recommended for survey control.
 SN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0495.See file dsdata.txt to determine how the superseded data were derived.
 SN0495
 SN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU316001(NAD 83)
 SN0495_MARKER: DB = BENCH MARK DISK
 SN0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0495_STAMPING: E 218 1962
 SN0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0495+STABILITY: SURFACE MOTION
 SN0495
 SN0495  HISTORY     - Date     Condition        Report By
 SN0495  HISTORY     - 1962     MONUMENTED       CGS
 SN0495
 SN0495                          STATION DESCRIPTION
 SN0495
 SN0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0495'2 MI E FROM MAX.
 SN0495'ABOUT 2 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0495'RAILROAD FROM THE STATION AT MAX, ABOUT 0.4 MILE WEST OF MILEPOST 464,
 SN0495'AT A GRADED ROAD CROSSING, ROAD CROSSES OVER RAILROAD ON A WOODEN
 SN0495'OVERPASS, 137.5 FEET EAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 154
 SN0495'FEET NORTHWEST OF THE WEST LEG OF POWER LINE TOWER NO 30-2, 53.5 FEET
 SN0495'SOUTH OF THE SOUTH RAIL, 1.7 FEET EAST OF A WITNESS POST, ABOUT 20
 SN0495'FEET ABOVE THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SN0495'0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0495'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0202 ***********************************************************************
 SN0202  DESIGNATION -  E 219
 SN0202  PID         -  SN0202
 SN0202  STATE/COUNTY-  ND/SHERIDAN
 SN0202  USGS QUAD   -  KIEF (1958)
 SN0202
 SN0202                         *CURRENT SURVEY CONTROL
 SN0202  ___________________________________________________________________
 SN0202* NAD 83(1986)-  47 49 31.     (N)    100 34 28.     (W)     SCALED    
 SN0202* NAVD 88     -       504.355  (meters)    1654.70   (feet)  ADJUSTED  
 SN0202  ___________________________________________________________________
 SN0202  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SN0202  DYNAMIC HT  -         504.409 (meters)    1654.88  (feet)  COMP
 SN0202  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 SN0202
 SN0202  VERT ORDER  -  SECOND    CLASS 0
 SN0202
 SN0202.The horizontal coordinates were scaled from a topographic map and have
 SN0202.an estimated accuracy of +/- 6 seconds.
 SN0202
 SN0202.The orthometric height was determined by differential leveling
 SN0202.and adjusted by the National Geodetic Survey in June 1991..
 SN0202
 SN0202.The geoid height was determined by GEOID03.
 SN0202
 SN0202.The dynamic height is computed by dividing the NAVD 88
 SN0202.geopotential number by the normal gravity value computed on the
 SN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0202.degrees latitude (g = 980.6199 gals.).
 SN0202
 SN0202.The modeled gravity was interpolated from observed gravity values.
 SN0202
 SN0202;                    North         East    Units  Estimated Accuracy
 SN0202;SPC ND N     -    91,760.      594,430.      MT  (+/- 180 meters Scaled)
 SN0202
 SN0202                          SUPERSEDED SURVEY CONTROL
 SN0202
 SN0202  NGVD 29 (??/??/92)  503.957  (m)         1653.40   (f) ADJ UNCH    2 0
 SN0202
 SN0202.Superseded values are not recommended for survey control.
 SN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0202.See file dsdata.txt to determine how the superseded data were derived.
 SN0202
 SN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT821980(NAD 83)
 SN0202_MARKER: DB = BENCH MARK DISK
 SN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0202_STAMPING: E 219 1962
 SN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0202+STABILITY: SURFACE MOTION
 SN0202
 SN0202  HISTORY     - Date     Condition        Report By
 SN0202  HISTORY     - 1962     MONUMENTED       CGS
 SN0202
 SN0202                          STATION DESCRIPTION
 SN0202
 SN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0202'3.6 MI SW FROM KIEF.
 SN0202'ABOUT 3.6 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0202'MARIE RAILROAD FROM THE STATION AT KIEF, ABOUT 0.5 MILE EAST OF
 SN0202'MILEPOLE 431, AT A FARM ROAD CROSSING, 33 FEET NORTH OF THE NORTH RAIL
 SN0202'FROM THE CENTER OF THE CROSSING, 14 FEET EAST OF THE CENTER OF THE
 SN0202'ROAD, 3 FEET SOUTHEAST OF A TELEGRAPH POLE, 1.8 FEET WEST OF A WITNESS
 SN0202'POST, ABOUT 1.5 FEET ABOVE THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN0202'POST PROJECTING 0.6 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0202'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0355 ***********************************************************************
 RR0355  DESIGNATION -  E 22
 RR0355  PID         -  RR0355
 RR0355  STATE/COUNTY-  ND/GRANT
 RR0355  USGS QUAD   -  RALEIGH (1980)
 RR0355
 RR0355                         *CURRENT SURVEY CONTROL
 RR0355  ___________________________________________________________________
 RR0355* NAD 83(1986)-  46 19 32.     (N)    101 18 58.     (W)     SCALED    
 RR0355* NAVD 88     -       681.328  (meters)    2235.32   (feet)  ADJUSTED  
 RR0355  ___________________________________________________________________
 RR0355  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 RR0355  DYNAMIC HT  -         681.302 (meters)    2235.24  (feet)  COMP
 RR0355  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 RR0355
 RR0355  VERT ORDER  -  FIRST     CLASS II
 RR0355
 RR0355.The horizontal coordinates were scaled from a topographic map and have
 RR0355.an estimated accuracy of +/- 6 seconds.
 RR0355
 RR0355.The orthometric height was determined by differential leveling
 RR0355.and adjusted by the National Geodetic Survey in June 1991..
 RR0355
 RR0355.The geoid height was determined by GEOID03.
 RR0355
 RR0355.The dynamic height is computed by dividing the NAVD 88
 RR0355.geopotential number by the normal gravity value computed on the
 RR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0355.degrees latitude (g = 980.6199 gals.).
 RR0355
 RR0355.The modeled gravity was interpolated from observed gravity values.
 RR0355
 RR0355;                    North         East    Units  Estimated Accuracy
 RR0355;SPC ND S     -    73,570.      537,160.      MT  (+/- 180 meters Scaled)
 RR0355
 RR0355                          SUPERSEDED SURVEY CONTROL
 RR0355
 RR0355  NGVD 29 (??/??/92)  680.84   (m)         2233.7    (f) COMPUTED    1 2
 RR0355
 RR0355.Superseded values are not recommended for survey control.
 RR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0355.See file dsdata.txt to determine how the superseded data were derived.
 RR0355
 RR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS217328(NAD 83)
 RR0355_MARKER: DB = BENCH MARK DISK
 RR0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0355_SP_SET: UNDERPASS
 RR0355_STAMPING: E-22 1933 2233.791
 RR0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0355
 RR0355  HISTORY     - Date     Condition        Report By
 RR0355  HISTORY     - 1933     MONUMENTED       CGS
 RR0355  HISTORY     - 1956     GOOD             NGS
 RR0355
 RR0355                          STATION DESCRIPTION
 RR0355
 RR0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0355'2.3 MI S FROM RALEIGH.
 RR0355'2.3 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 31 800 FEET NORTHWEST OF
 RR0355'FARM HOUSE, SET IN SOUTH WINGWALL AT WEST END OF CONCRETE CATTLE
 RR0355'UNDERPASS.
 RR0355
 RR0355                          STATION RECOVERY (1956)
 RR0355
 RR0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0356 ***********************************************************************
 RR0356  DESIGNATION -  E 22 RESET
 RR0356  PID         -  RR0356
 RR0356  STATE/COUNTY-  ND/GRANT
 RR0356  USGS QUAD   -  RALEIGH (1980)
 RR0356
 RR0356                         *CURRENT SURVEY CONTROL
 RR0356  ___________________________________________________________________
 RR0356* NAD 83(1986)-  46 19 33.     (N)    101 18 57.     (W)     SCALED    
 RR0356* NAVD 88     -       682.669  (meters)    2239.72   (feet)  ADJUSTED  
 RR0356  ___________________________________________________________________
 RR0356  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 RR0356  DYNAMIC HT  -         682.644 (meters)    2239.64  (feet)  COMP
 RR0356  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 RR0356
 RR0356  VERT ORDER  -  FIRST     CLASS II
 RR0356
 RR0356.The horizontal coordinates were scaled from a topographic map and have
 RR0356.an estimated accuracy of +/- 6 seconds.
 RR0356
 RR0356.The orthometric height was determined by differential leveling
 RR0356.and adjusted by the National Geodetic Survey in June 1991..
 RR0356
 RR0356.The geoid height was determined by GEOID03.
 RR0356
 RR0356.The dynamic height is computed by dividing the NAVD 88
 RR0356.geopotential number by the normal gravity value computed on the
 RR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0356.degrees latitude (g = 980.6199 gals.).
 RR0356
 RR0356.The modeled gravity was interpolated from observed gravity values.
 RR0356
 RR0356;                    North         East    Units  Estimated Accuracy
 RR0356;SPC ND S     -    73,600.      537,180.      MT  (+/- 180 meters Scaled)
 RR0356
 RR0356                          SUPERSEDED SURVEY CONTROL
 RR0356
 RR0356  NGVD 29 (??/??/??)  682.20   (m)         2238.2    (f) RESET       3  
 RR0356
 RR0356.Superseded values are not recommended for survey control.
 RR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0356.See file dsdata.txt to determine how the superseded data were derived.
 RR0356
 RR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS217328(NAD 83)
 RR0356_MARKER: DB = BENCH MARK DISK
 RR0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0356_SP_SET: CONCRETE POST
 RR0356_STAMPING: E 22 RESET 1957
 RR0356_MARK LOGO: CGS   
 RR0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0356+STABILITY: SURFACE MOTION
 RR0356
 RR0356  HISTORY     - Date     Condition        Report By
 RR0356  HISTORY     - 1957     MONUMENTED       CGS
 RR0356  HISTORY     - 1985     GOOD             NGS
 RR0356
 RR0356                          STATION DESCRIPTION
 RR0356
 RR0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RR0356'2.3 MI S FROM RALEIGH.
 RR0356'2.3 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RALIEGH, WEST-SOUTHWEST
 RR0356'ACROSS THE HIGHWAY FROM A HIGH POINTED KNOLL, ON THE NORTH BANK OF A
 RR0356'RAVINE AND 112 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE DISK
 RR0356'IS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 RR0356
 RR0356                          STATION RECOVERY (1985)
 RR0356
 RR0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0356'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 RR0356'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0353 ***********************************************************************
 SN0353  DESIGNATION -  E 220
 SN0353  PID         -  SN0353
 SN0353  STATE/COUNTY-  ND/MCHENRY
 SN0353  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0353
 SN0353                         *CURRENT SURVEY CONTROL
 SN0353  ___________________________________________________________________
 SN0353* NAD 83(1986)-  47 59 26.     (N)    100 55 48.     (W)     SCALED    
 SN0353* NAVD 88     -       505.585  (meters)    1658.74   (feet)  ADJUSTED  
 SN0353  ___________________________________________________________________
 SN0353  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SN0353  DYNAMIC HT  -         505.653 (meters)    1658.96  (feet)  COMP
 SN0353  MODELED GRAV-     980,729.3   (mgal)                       NAVD 88
 SN0353
 SN0353  VERT ORDER  -  SECOND    CLASS 0
 SN0353
 SN0353.The horizontal coordinates were scaled from a topographic map and have
 SN0353.an estimated accuracy of +/- 6 seconds.
 SN0353
 SN0353.The orthometric height was determined by differential leveling
 SN0353.and adjusted by the National Geodetic Survey in June 1991..
 SN0353
 SN0353.The geoid height was determined by GEOID03.
 SN0353
 SN0353.The dynamic height is computed by dividing the NAVD 88
 SN0353.geopotential number by the normal gravity value computed on the
 SN0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0353.degrees latitude (g = 980.6199 gals.).
 SN0353
 SN0353.The modeled gravity was interpolated from observed gravity values.
 SN0353
 SN0353;                    North         East    Units  Estimated Accuracy
 SN0353;SPC ND N     -   110,220.      567,910.      MT  (+/- 180 meters Scaled)
 SN0353
 SN0353                          SUPERSEDED SURVEY CONTROL
 SN0353
 SN0353  NGVD 29 (??/??/92)  505.205  (m)         1657.49   (f) ADJ UNCH    2 0
 SN0353
 SN0353.Superseded values are not recommended for survey control.
 SN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0353.See file dsdata.txt to determine how the superseded data were derived.
 SN0353
 SN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU560170(NAD 83)
 SN0353_MARKER: DB = BENCH MARK DISK
 SN0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0353_STAMPING: E 220 1962
 SN0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0353+STABILITY: SURFACE MOTION
 SN0353
 SN0353  HISTORY     - Date     Condition        Report By
 SN0353  HISTORY     - 1962     MONUMENTED       CGS
 SN0353
 SN0353                          STATION DESCRIPTION
 SN0353
 SN0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0353'4.6 MI S FROM VELVA.
 SN0353'4.6 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF U.S.
 SN0353'HIGHWAY NO. 52 AT VELVA, ABOUT 0.3 MILES SOUTH OF THE CROSSING OF THE
 SN0353'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD, ABOUT 0.2 MILE
 SN0353'SOUTH OF A GRADED ROAD INTERSECTION, 173 FEET NORTH OF A 3 FOOT HIGH
 SN0353'HIGHWAY RIGHT OF WAY MARKER POST, 100.5 FEET EAST OF THE CENTERLINE OF
 SN0353'THE HIGHWAY, 2 FEET WEST OF A FENCE LINE, 1.6 FOOT SOUTH OF A WITNESS
 SN0353'POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SN0353'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0910 ***********************************************************************
 TF0910  DESIGNATION -  E 221
 TF0910  PID         -  TF0910
 TF0910  STATE/COUNTY-  ND/WARD
 TF0910  USGS QUAD   -  SAWYER NE (1979)
 TF0910
 TF0910                         *CURRENT SURVEY CONTROL
 TF0910  ___________________________________________________________________
 TF0910* NAD 83(1986)-  48 14 32.     (N)    101 04 49.     (W)     SCALED    
 TF0910* NAVD 88     -       486.335  (meters)    1595.58   (feet)  ADJUSTED  
 TF0910  ___________________________________________________________________
 TF0910  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF0910  DYNAMIC HT  -         486.427 (meters)    1595.89  (feet)  COMP
 TF0910  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 TF0910
 TF0910  VERT ORDER  -  FIRST     CLASS II
 TF0910
 TF0910.The horizontal coordinates were scaled from a topographic map and have
 TF0910.an estimated accuracy of +/- 6 seconds.
 TF0910
 TF0910.The orthometric height was determined by differential leveling
 TF0910.and adjusted by the National Geodetic Survey in June 1991..
 TF0910
 TF0910.The geoid height was determined by GEOID03.
 TF0910
 TF0910.The dynamic height is computed by dividing the NAVD 88
 TF0910.geopotential number by the normal gravity value computed on the
 TF0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0910.degrees latitude (g = 980.6199 gals.).
 TF0910
 TF0910.The modeled gravity was interpolated from observed gravity values.
 TF0910
 TF0910;                    North         East    Units  Estimated Accuracy
 TF0910;SPC ND N     -   138,280.      556,900.      MT  (+/- 180 meters Scaled)
 TF0910
 TF0910                          SUPERSEDED SURVEY CONTROL
 TF0910
 TF0910  NGVD 29 (??/??/92)  485.956  (m)         1594.34   (f) ADJ UNCH    1 2
 TF0910
 TF0910.Superseded values are not recommended for survey control.
 TF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0910.See file dsdata.txt to determine how the superseded data were derived.
 TF0910
 TF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU455453(NAD 83)
 TF0910_MARKER: DB = BENCH MARK DISK
 TF0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0910_STAMPING: E 221 1962
 TF0910_MARK LOGO: CGS   
 TF0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0910+STABILITY: SURFACE MOTION
 TF0910
 TF0910  HISTORY     - Date     Condition        Report By
 TF0910  HISTORY     - 1962     MONUMENTED       CGS
 TF0910  HISTORY     - 1980     GOOD             LOCSUR
 TF0910  HISTORY     - 1982     GOOD             NGS
 TF0910
 TF0910                          STATION DESCRIPTION
 TF0910
 TF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0910'3.0 MI E FROM SURREY.
 TF0910'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0910'SURREY, 103.5 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A GRADED
 TF0910'ROAD, 75 FEET EAST OF THE CENTER LINE OF THE GRADED ROAD, 60.4 FEET
 TF0910'NORTH OF THE NORTH RAIL, 2.5 FEET WEST OF MILEPOST 193, IN LINE WITH A
 TF0910'ROW OF TELEGRAPH POLES, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT
 TF0910'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0910'4 INCHES.
 TF0910
 TF0910                          STATION RECOVERY (1980)
 TF0910
 TF0910'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF0910'RECOVERED IN GOOD CONDITION.
 TF0910
 TF0910                          STATION RECOVERY (1982)
 TF0910
 TF0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0910'RECOVERED THIS DATE.  NOTE, 4.4 KM (2.9 MI) EAST ALONG U.S. HIGHWAY
 TF0910'2 FROM THE JUNCTION OF COUNTY ROAD 12 NORTH IN SURREY, THENCE 0.3 KM
 TF0910'(0.2 MI) NORTH ALONG A DIRT ROAD, AT A CROSSING OF THE BURLINGTON
 TF0910'NORTHERN RAILROAD, 0.6 METER (2.0 FT) WEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1130 ***********************************************************************
 TF1130  DESIGNATION -  E 222
 TF1130  PID         -  TF1130
 TF1130  STATE/COUNTY-  ND/WARD
 TF1130  USGS QUAD   -  DES LACS (1980)
 TF1130
 TF1130                         *CURRENT SURVEY CONTROL
 TF1130  ___________________________________________________________________
 TF1130* NAD 83(1986)-  48 15 36.     (N)    101 34 06.     (W)     SCALED    
 TF1130* NAVD 88     -       588.767  (meters)    1931.65   (feet)  ADJUSTED  
 TF1130  ___________________________________________________________________
 TF1130  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 TF1130  DYNAMIC HT  -         588.863 (meters)    1931.96  (feet)  COMP
 TF1130  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 TF1130
 TF1130  VERT ORDER  -  FIRST     CLASS II
 TF1130
 TF1130.The horizontal coordinates were scaled from a topographic map and have
 TF1130.an estimated accuracy of +/- 6 seconds.
 TF1130
 TF1130.The orthometric height was determined by differential leveling
 TF1130.and adjusted by the National Geodetic Survey in June 1991..
 TF1130
 TF1130.The geoid height was determined by GEOID03.
 TF1130
 TF1130.The dynamic height is computed by dividing the NAVD 88
 TF1130.geopotential number by the normal gravity value computed on the
 TF1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1130.degrees latitude (g = 980.6199 gals.).
 TF1130
 TF1130.The modeled gravity was interpolated from observed gravity values.
 TF1130
 TF1130;                    North         East    Units  Estimated Accuracy
 TF1130;SPC ND N     -   140,640.      520,680.      MT  (+/- 180 meters Scaled)
 TF1130
 TF1130                          SUPERSEDED SURVEY CONTROL
 TF1130
 TF1130  NGVD 29 (??/??/92)  588.368  (m)         1930.34   (f) ADJ UNCH    1 2
 TF1130
 TF1130.Superseded values are not recommended for survey control.
 TF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1130.See file dsdata.txt to determine how the superseded data were derived.
 TF1130
 TF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU093483(NAD 83)
 TF1130_MARKER: DB = BENCH MARK DISK
 TF1130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1130_SP_SET: ABUTMENT
 TF1130_STAMPING: E 222 1962
 TF1130_MARK LOGO: CGS   
 TF1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1130
 TF1130  HISTORY     - Date     Condition        Report By
 TF1130  HISTORY     - 1962     MONUMENTED       CGS
 TF1130  HISTORY     - 1981     GOOD             NGS
 TF1130
 TF1130                          STATION DESCRIPTION
 TF1130
 TF1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1130'0.2 MI W FROM DES LACS.
 TF1130'0.2 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1130'DES LACS, ABOUT 0.1 MILE OR 4 POLES WEST OF MILEPOST 14, SET IN THE
 TF1130'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 132
 TF1130'WHICH IS OVER THE CITY WATER RESERVOIR, 6.5 FEET SOUTH OF THE SOUTH
 TF1130'RAIL, 2.3 FEET EAST OF THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT,
 TF1130'0.5 FOOT NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND ABOUT 2 FEET
 TF1130'BELOW THE LEVEL OF THE TRACK.
 TF1130
 TF1130                          STATION RECOVERY (1981)
 TF1130
 TF1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0357 ***********************************************************************
 TF0357  DESIGNATION -  E 223
 TF0357  PID         -  TF0357
 TF0357  STATE/COUNTY-  ND/MCHENRY
 TF0357  USGS QUAD   -  SIMCOE (1949)
 TF0357
 TF0357                         *CURRENT SURVEY CONTROL
 TF0357  ___________________________________________________________________
 TF0357* NAD 83(1986)-  48 08 54.     (N)    100 50 32.     (W)     SCALED    
 TF0357* NAVD 88     -       478.383  (meters)    1569.49   (feet)  ADJUSTED  
 TF0357  ___________________________________________________________________
 TF0357  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF0357  DYNAMIC HT  -         478.458 (meters)    1569.74  (feet)  COMP
 TF0357  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 TF0357
 TF0357  VERT ORDER  -  SECOND    CLASS 0
 TF0357
 TF0357.The horizontal coordinates were scaled from a topographic map and have
 TF0357.an estimated accuracy of +/- 6 seconds.
 TF0357
 TF0357.The orthometric height was determined by differential leveling
 TF0357.and adjusted by the National Geodetic Survey in June 1991..
 TF0357
 TF0357.The geoid height was determined by GEOID03.
 TF0357
 TF0357.The dynamic height is computed by dividing the NAVD 88
 TF0357.geopotential number by the normal gravity value computed on the
 TF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0357.degrees latitude (g = 980.6199 gals.).
 TF0357
 TF0357.The modeled gravity was interpolated from observed gravity values.
 TF0357
 TF0357;                    North         East    Units  Estimated Accuracy
 TF0357;SPC ND N     -   127,730.      574,540.      MT  (+/- 180 meters Scaled)
 TF0357
 TF0357                          SUPERSEDED SURVEY CONTROL
 TF0357
 TF0357  NGVD 29 (??/??/92)  478.008  (m)         1568.26   (f) ADJ UNCH    2 0
 TF0357
 TF0357.Superseded values are not recommended for survey control.
 TF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0357.See file dsdata.txt to determine how the superseded data were derived.
 TF0357
 TF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU629344(NAD 83)
 TF0357_MARKER: DB = BENCH MARK DISK
 TF0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0357_SP_SET: ABUTMENT
 TF0357_STAMPING: E 223 1962
 TF0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0357
 TF0357  HISTORY     - Date     Condition        Report By
 TF0357  HISTORY     - 1962     MONUMENTED       CGS
 TF0357
 TF0357                          STATION DESCRIPTION
 TF0357
 TF0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0357'1.3 MI SE FROM SIMCOE.
 TF0357'ABOUT 1.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0357'STATION AT SIMCOE, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 211, SET IN
 TF0357'THE TOP AND AT THE SOUTHWEST END OF THE NORTHWEST ABUTMENT FOR AN
 TF0357'OVERPASS OVER A GRAVELED ROAD, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 TF0357'ABOUT 1.5 FEET LOWER THAN THE TRACK, A DISK DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0427 ***********************************************************************
 TF0427  DESIGNATION -  E 224
 TF0427  PID         -  TF0427
 TF0427  STATE/COUNTY-  ND/MCHENRY
 TF0427  USGS QUAD   -  VOLTAIRE (1977)
 TF0427
 TF0427                         *CURRENT SURVEY CONTROL
 TF0427  ___________________________________________________________________
 TF0427* NAD 83(1986)-  48 00 58.     (N)    100 49 18.     (W)     SCALED    
 TF0427* NAVD 88     -       481.563  (meters)    1579.93   (feet)  ADJUSTED  
 TF0427  ___________________________________________________________________
 TF0427  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF0427  DYNAMIC HT  -         481.629 (meters)    1580.14  (feet)  COMP
 TF0427  MODELED GRAV-     980,733.5   (mgal)                       NAVD 88
 TF0427
 TF0427  VERT ORDER  -  SECOND    CLASS 0
 TF0427
 TF0427.The horizontal coordinates were scaled from a topographic map and have
 TF0427.an estimated accuracy of +/- 6 seconds.
 TF0427
 TF0427.The orthometric height was determined by differential leveling
 TF0427.and adjusted by the National Geodetic Survey in June 1991..
 TF0427
 TF0427.The geoid height was determined by GEOID03.
 TF0427
 TF0427.The dynamic height is computed by dividing the NAVD 88
 TF0427.geopotential number by the normal gravity value computed on the
 TF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0427.degrees latitude (g = 980.6199 gals.).
 TF0427
 TF0427.The modeled gravity was interpolated from observed gravity values.
 TF0427
 TF0427;                    North         East    Units  Estimated Accuracy
 TF0427;SPC ND N     -   113,020.      576,010.      MT  (+/- 180 meters Scaled)
 TF0427
 TF0427                          SUPERSEDED SURVEY CONTROL
 TF0427
 TF0427  NGVD 29 (??/??/92)  481.183  (m)         1578.68   (f) ADJ UNCH    2 0
 TF0427
 TF0427.Superseded values are not recommended for survey control.
 TF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0427.See file dsdata.txt to determine how the superseded data were derived.
 TF0427
 TF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU641196(NAD 83)
 TF0427_MARKER: DB = BENCH MARK DISK
 TF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0427_STAMPING: E 224 1962
 TF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0427+STABILITY: SURFACE MOTION
 TF0427
 TF0427  HISTORY     - Date     Condition        Report By
 TF0427  HISTORY     - 1962     MONUMENTED       CGS
 TF0427
 TF0427                          STATION DESCRIPTION
 TF0427
 TF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0427'1 MI E FROM VOLTAIRE.
 TF0427'ABOUT 1 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS ELEVATOR AT
 TF0427'VOLTAIRE, BETWEEN THE U.S. HIGHWAY 52 AND THE RAILROAD, AT A GRADED
 TF0427'ROAD INTERSECTION, 113 FEET NORTHWEST OF THE CENTERLINE OF THE
 TF0427'INTERSECTION, 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 42 FEET
 TF0427'WEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET WEST OF A TELEPHONE POLE,
 TF0427'97.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1.3 FEET EAST OF
 TF0427'A WITNESS POST, ABOUT 3 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A
 TF0427'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0394 ***********************************************************************
 TF0394  DESIGNATION -  E 225
 TF0394  PID         -  TF0394
 TF0394  STATE/COUNTY-  ND/MCHENRY
 TF0394  USGS QUAD   -  VOLTAIRE (1977)
 TF0394
 TF0394                         *CURRENT SURVEY CONTROL
 TF0394  ___________________________________________________________________
 TF0394* NAD 83(1986)-  48 01 20.     (N)    100 45 24.     (W)     SCALED    
 TF0394* NAVD 88     -       486.161  (meters)    1595.01   (feet)  ADJUSTED  
 TF0394  ___________________________________________________________________
 TF0394  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0394  DYNAMIC HT  -         486.229 (meters)    1595.24  (feet)  COMP
 TF0394  MODELED GRAV-     980,736.2   (mgal)                       NAVD 88
 TF0394
 TF0394  VERT ORDER  -  SECOND    CLASS 0
 TF0394
 TF0394.The horizontal coordinates were scaled from a topographic map and have
 TF0394.an estimated accuracy of +/- 6 seconds.
 TF0394
 TF0394.The orthometric height was determined by differential leveling
 TF0394.and adjusted by the National Geodetic Survey in June 1991..
 TF0394
 TF0394.The geoid height was determined by GEOID03.
 TF0394
 TF0394.The dynamic height is computed by dividing the NAVD 88
 TF0394.geopotential number by the normal gravity value computed on the
 TF0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0394.degrees latitude (g = 980.6199 gals.).
 TF0394
 TF0394.The modeled gravity was interpolated from observed gravity values.
 TF0394
 TF0394;                    North         East    Units  Estimated Accuracy
 TF0394;SPC ND N     -   113,680.      580,860.      MT  (+/- 180 meters Scaled)
 TF0394
 TF0394                          SUPERSEDED SURVEY CONTROL
 TF0394
 TF0394  NGVD 29 (??/??/92)  485.781  (m)         1593.77   (f) ADJ UNCH    2 0
 TF0394
 TF0394.Superseded values are not recommended for survey control.
 TF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0394.See file dsdata.txt to determine how the superseded data were derived.
 TF0394
 TF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU690202(NAD 83)
 TF0394_MARKER: DB = BENCH MARK DISK
 TF0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0394_STAMPING: E 225 1962
 TF0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0394+STABILITY: SURFACE MOTION
 TF0394
 TF0394  HISTORY     - Date     Condition        Report By
 TF0394  HISTORY     - 1962     MONUMENTED       CGS
 TF0394
 TF0394                          STATION DESCRIPTION
 TF0394
 TF0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0394'2.8 MI NW FROM BERGEN.
 TF0394'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0394'AT BERGEN, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 285 FEET WEST
 TF0394'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH, 203 FEET EAST
 TF0394'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH, AT A POINT
 TF0394'WHERE THE NORTH-SOUTH ROAD MAKES A LONG JOG, 33.5 FEET NORTH OF THE
 TF0394'CENTERLINE OF THE EAST-WEST ROAD, 2.0 FEET WEST OF A POWER POLE, 1.5
 TF0394'FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 TF0394'FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 TF0394'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0403 ***********************************************************************
 TF0403  DESIGNATION -  E 226
 TF0403  PID         -  TF0403
 TF0403  STATE/COUNTY-  ND/MCHENRY
 TF0403  USGS QUAD   -  BERGEN (1957)
 TF0403
 TF0403                         *CURRENT SURVEY CONTROL
 TF0403  ___________________________________________________________________
 TF0403* NAD 83(1986)-  48 04 48.     (N)    100 44 04.     (W)     SCALED    
 TF0403* NAVD 88     -       489.608  (meters)    1606.32   (feet)  ADJUSTED  
 TF0403  ___________________________________________________________________
 TF0403  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0403  DYNAMIC HT  -         489.681 (meters)    1606.56  (feet)  COMP
 TF0403  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 TF0403
 TF0403  VERT ORDER  -  SECOND    CLASS 0
 TF0403
 TF0403.The horizontal coordinates were scaled from a topographic map and have
 TF0403.an estimated accuracy of +/- 6 seconds.
 TF0403
 TF0403.The orthometric height was determined by differential leveling
 TF0403.and adjusted by the National Geodetic Survey in June 1991..
 TF0403
 TF0403.The geoid height was determined by GEOID03.
 TF0403
 TF0403.The dynamic height is computed by dividing the NAVD 88
 TF0403.geopotential number by the normal gravity value computed on the
 TF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0403.degrees latitude (g = 980.6199 gals.).
 TF0403
 TF0403.The modeled gravity was interpolated from observed gravity values.
 TF0403
 TF0403;                    North         East    Units  Estimated Accuracy
 TF0403;SPC ND N     -   120,100.      582,530.      MT  (+/- 180 meters Scaled)
 TF0403
 TF0403                          SUPERSEDED SURVEY CONTROL
 TF0403
 TF0403  NGVD 29 (??/??/92)  489.232  (m)         1605.09   (f) ADJ UNCH    2 0
 TF0403
 TF0403.Superseded values are not recommended for survey control.
 TF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0403.See file dsdata.txt to determine how the superseded data were derived.
 TF0403
 TF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU708266(NAD 83)
 TF0403_MARKER: DB = BENCH MARK DISK
 TF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0403_STAMPING: E 226 1962
 TF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0403+STABILITY: SURFACE MOTION
 TF0403
 TF0403  HISTORY     - Date     Condition        Report By
 TF0403  HISTORY     - 1962     MONUMENTED       CGS
 TF0403
 TF0403                          STATION DESCRIPTION
 TF0403
 TF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0403'2.9 MI S FROM VERENDRYE.
 TF0403'ABOUT 2.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0403'RAILROAD STATION AT VERENDRYE, 88 FEET SOUTHWEST OF THE CENTER OF A
 TF0403'ROAD INTERSECTION WITH A DIRT ROAD LEADING EAST AND A PRIVATE ROAD
 TF0403'LEADING WEST, 75.0 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD
 TF0403'LEADING WEST, 39.0 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TF0403'SOUTH, 2.5 FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF POLES,
 TF0403'1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TF0403'OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TF0403'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0131 ***********************************************************************
 SO0131  DESIGNATION -  E 227
 SO0131  PID         -  SO0131
 SO0131  STATE/COUNTY-  ND/MCLEAN
 SO0131  USGS QUAD   -  PARSHALL SW (1967)
 SO0131
 SO0131                         *CURRENT SURVEY CONTROL
 SO0131  ___________________________________________________________________
 SO0131* NAD 83(1986)-  47 46 30.     (N)    102 07 43.     (W)     SCALED    
 SO0131* NAVD 88     -       609.544  (meters)    1999.81   (feet)  ADJUSTED  
 SO0131  ___________________________________________________________________
 SO0131  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SO0131  DYNAMIC HT  -         609.621 (meters)    2000.06  (feet)  COMP
 SO0131  MODELED GRAV-     980,718.4   (mgal)                       NAVD 88
 SO0131
 SO0131  VERT ORDER  -  SECOND    CLASS 0
 SO0131
 SO0131.The horizontal coordinates were scaled from a topographic map and have
 SO0131.an estimated accuracy of +/- 6 seconds.
 SO0131
 SO0131.The orthometric height was determined by differential leveling
 SO0131.and adjusted by the National Geodetic Survey in June 1991..
 SO0131
 SO0131.The geoid height was determined by GEOID03.
 SO0131
 SO0131.The dynamic height is computed by dividing the NAVD 88
 SO0131.geopotential number by the normal gravity value computed on the
 SO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0131.degrees latitude (g = 980.6199 gals.).
 SO0131
 SO0131.The modeled gravity was interpolated from observed gravity values.
 SO0131
 SO0131;                    North         East    Units  Estimated Accuracy
 SO0131;SPC ND N     -    87,460.      477,950.      MT  (+/- 180 meters Scaled)
 SO0131
 SO0131                          SUPERSEDED SURVEY CONTROL
 SO0131
 SO0131  NGVD 29 (??/??/92)  609.120  (m)         1998.42   (f) ADJ UNCH    2 0
 SO0131
 SO0131.Superseded values are not recommended for survey control.
 SO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0131.See file dsdata.txt to determine how the superseded data were derived.
 SO0131
 SO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN151952(NAD 83)
 SO0131_MARKER: DB = BENCH MARK DISK
 SO0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0131_STAMPING: E 227 1962
 SO0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0131+STABILITY: SURFACE MOTION
 SO0131
 SO0131  HISTORY     - Date     Condition        Report By
 SO0131  HISTORY     - 1962     MONUMENTED       CGS
 SO0131
 SO0131                          STATION DESCRIPTION
 SO0131
 SO0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0131'6.0 MI NW FROM RAUB.
 SO0131'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION
 SO0131'OF THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, 81 FEET SOUTHEAST
 SO0131'OF THE CENTER OF A TRACK ROAD INTERSECTION, 78 FEET EAST OF THE
 SO0131'CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTERLINE OF THE
 SO0131'TRACK ROAD, 2.5 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A
 SO0131'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SO0131'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0245 ***********************************************************************
 SO0245  DESIGNATION -  E 228
 SO0245  PID         -  SO0245
 SO0245  STATE/COUNTY-  ND/MOUNTRAIL
 SO0245  USGS QUAD   -  PARSHALL SW (1967)
 SO0245
 SO0245                         *CURRENT SURVEY CONTROL
 SO0245  ___________________________________________________________________
 SO0245* NAD 83(1986)-  47 50 51.     (N)    102 11 37.     (W)     SCALED    
 SO0245* NAVD 88     -       651.692  (meters)    2138.09   (feet)  ADJUSTED  
 SO0245  ___________________________________________________________________
 SO0245  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0245  DYNAMIC HT  -         651.775 (meters)    2138.37  (feet)  COMP
 SO0245  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 SO0245
 SO0245  VERT ORDER  -  SECOND    CLASS 0
 SO0245
 SO0245.The horizontal coordinates were scaled from a topographic map and have
 SO0245.an estimated accuracy of +/- 6 seconds.
 SO0245
 SO0245.The orthometric height was determined by differential leveling
 SO0245.and adjusted by the National Geodetic Survey in June 1991..
 SO0245
 SO0245.The geoid height was determined by GEOID03.
 SO0245
 SO0245.The dynamic height is computed by dividing the NAVD 88
 SO0245.geopotential number by the normal gravity value computed on the
 SO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0245.degrees latitude (g = 980.6199 gals.).
 SO0245
 SO0245.The modeled gravity was interpolated from observed gravity values.
 SO0245
 SO0245;                    North         East    Units  Estimated Accuracy
 SO0245;SPC ND N     -    95,620.      473,260.      MT  (+/- 180 meters Scaled)
 SO0245
 SO0245                          SUPERSEDED SURVEY CONTROL
 SO0245
 SO0245  NGVD 29 (??/??/92)  651.259  (m)         2136.67   (f) ADJ UNCH    2 0
 SO0245
 SO0245.Superseded values are not recommended for survey control.
 SO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0245.See file dsdata.txt to determine how the superseded data were derived.
 SO0245
 SO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP099031(NAD 83)
 SO0245_MARKER: DB = BENCH MARK DISK
 SO0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0245_STAMPING: E 228 1962
 SO0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0245+STABILITY: SURFACE MOTION
 SO0245
 SO0245  HISTORY     - Date     Condition        Report By
 SO0245  HISTORY     - 1962     MONUMENTED       CGS
 SO0245
 SO0245                          STATION DESCRIPTION
 SO0245
 SO0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0245'11.6 MI SW FROM PARSHALL.
 SO0245'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0245'PARSHALL, THENCE 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0245'1.0 MILE EAST ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE SOUTH
 SO0245'ALONG A GRAVELED COUNTY ROAD, 44 FEET SOUTHWEST OF A T-JUNCTION WITH A
 SO0245'TRACK ROAD LEADING EAST, 40 FEET WEST OF THE CENTER LINE OF THE COUNTY
 SO0245'ROAD, 20 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING
 SO0245'EAST, 2.0 FEET EAST OF A T-FENCE CORNER, 1.5 FEET NORTH OF A WITNESS
 SO0245'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SO0245'A CONCRETE POST PROJECTING 0.5 FOOT, S 4, R 90 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0243 ***********************************************************************
 SN0243  DESIGNATION -  E 229
 SN0243  PID         -  SN0243
 SN0243  STATE/COUNTY-  ND/MCLEAN
 SN0243  USGS QUAD   -  RUSO (1981)
 SN0243
 SN0243                         *CURRENT SURVEY CONTROL
 SN0243  ___________________________________________________________________
 SN0243* NAD 83(1986)-  47 47 24.     (N)    100 54 25.     (W)     SCALED    
 SN0243* NAVD 88     -       616.928  (meters)    2024.04   (feet)  ADJUSTED  
 SN0243  ___________________________________________________________________
 SN0243  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 SN0243  DYNAMIC HT  -         616.987 (meters)    2024.23  (feet)  COMP
 SN0243  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SN0243
 SN0243  VERT ORDER  -  SECOND    CLASS 0
 SN0243
 SN0243.The horizontal coordinates were scaled from a topographic map and have
 SN0243.an estimated accuracy of +/- 6 seconds.
 SN0243
 SN0243.The orthometric height was determined by differential leveling
 SN0243.and adjusted by the National Geodetic Survey in June 1991..
 SN0243
 SN0243.The geoid height was determined by GEOID03.
 SN0243
 SN0243.The dynamic height is computed by dividing the NAVD 88
 SN0243.geopotential number by the normal gravity value computed on the
 SN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0243.degrees latitude (g = 980.6199 gals.).
 SN0243
 SN0243.The modeled gravity was interpolated from observed gravity values.
 SN0243
 SN0243;                    North         East    Units  Estimated Accuracy
 SN0243;SPC ND N     -    87,910.      569,510.      MT  (+/- 180 meters Scaled)
 SN0243
 SN0243                          SUPERSEDED SURVEY CONTROL
 SN0243
 SN0243  NGVD 29 (??/??/92)  616.523  (m)         2022.71   (f) ADJ UNCH    2 0
 SN0243
 SN0243.Superseded values are not recommended for survey control.
 SN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0243.See file dsdata.txt to determine how the superseded data were derived.
 SN0243
 SN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT571947(NAD 83)
 SN0243_MARKER: DB = BENCH MARK DISK
 SN0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0243_STAMPING: E 229 1962
 SN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0243+STABILITY: SURFACE MOTION
 SN0243
 SN0243  HISTORY     - Date     Condition        Report By
 SN0243  HISTORY     - 1962     MONUMENTED       CGS
 SN0243
 SN0243                          STATION DESCRIPTION
 SN0243
 SN0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0243'3.5 MI SE FROM RUSO.
 SN0243'ABOUT 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE CROSSING OF
 SN0243'THE SOO LINE RAILROAD AT RUSO, 111 FEET SOUTHEAST OF THE CENTER OF A
 SN0243'T-ROAD JUNCTION, 101.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 SN0243'45.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD WHICH JUNCTIONS THE
 SN0243'HIGHWAY, 2.0 FEET WEST OF A FENCE CORNER, 1.6 FEET NORTH OF A WITNESS
 SN0243'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SN0243'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0213 ***********************************************************************
 RS0213  DESIGNATION -  E 23
 RS0213  PID         -  RS0213
 RS0213  STATE/COUNTY-  ND/SLOPE
 RS0213  USGS QUAD   -  MARMARTH (1980)
 RS0213
 RS0213                         *CURRENT SURVEY CONTROL
 RS0213  ___________________________________________________________________
 RS0213* NAD 83(1986)-  46 17 35.     (N)    103 55 16.     (W)     SCALED    
 RS0213* NAVD 88     -       825.213  (meters)    2707.39   (feet)  ADJUSTED  
 RS0213  ___________________________________________________________________
 RS0213  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RS0213  DYNAMIC HT  -         825.145 (meters)    2707.16  (feet)  COMP
 RS0213  MODELED GRAV-     980,504.0   (mgal)                       NAVD 88
 RS0213
 RS0213  VERT ORDER  -  SECOND    CLASS 0
 RS0213
 RS0213.The horizontal coordinates were scaled from a topographic map and have
 RS0213.an estimated accuracy of +/- 6 seconds.
 RS0213
 RS0213.The orthometric height was determined by differential leveling
 RS0213.and adjusted by the National Geodetic Survey in June 1991..
 RS0213
 RS0213.The geoid height was determined by GEOID03.
 RS0213
 RS0213.The dynamic height is computed by dividing the NAVD 88
 RS0213.geopotential number by the normal gravity value computed on the
 RS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0213.degrees latitude (g = 980.6199 gals.).
 RS0213
 RS0213.The modeled gravity was interpolated from observed gravity values.
 RS0213
 RS0213;                    North         East    Units  Estimated Accuracy
 RS0213;SPC ND S     -    75,370.      336,480.      MT  (+/- 180 meters Scaled)
 RS0213
 RS0213                          SUPERSEDED SURVEY CONTROL
 RS0213
 RS0213  NGVD 29 (??/??/92)  824.680  (m)         2705.64   (f) ADJ UNCH    2 0
 RS0213
 RS0213.Superseded values are not recommended for survey control.
 RS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0213.See file dsdata.txt to determine how the superseded data were derived.
 RS0213
 RS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM830271(NAD 83)
 RS0213_MARKER: DB = BENCH MARK DISK
 RS0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0213_SP_SET: FOUNDATION
 RS0213_STAMPING: E-23 -- 1934
 RS0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0213
 RS0213  HISTORY     - Date     Condition        Report By
 RS0213  HISTORY     - 1934     MONUMENTED       CGS
 RS0213  HISTORY     - 1934     GOOD             NGS
 RS0213
 RS0213                          STATION DESCRIPTION
 RS0213
 RS0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0213'IN MARMARTH.
 RS0213'LOCATED IN MARMARTH, IN THE FOUNDATION OF NORTHEAST CORNER OF PIER OF
 RS0213'WATER TANK.  STANDARD DISK SET IN CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0301 ***********************************************************************
 SN0301  DESIGNATION -  E 230
 SN0301  PID         -  SN0301
 SN0301  STATE/COUNTY-  ND/MCLEAN
 SN0301  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0301
 SN0301                         *CURRENT SURVEY CONTROL
 SN0301  ___________________________________________________________________
 SN0301* NAD 83(1986)-  47 37 57.     (N)    100 57 00.     (W)     SCALED    
 SN0301* NAVD 88     -       568.650  (meters)    1865.65   (feet)  ADJUSTED  
 SN0301  ___________________________________________________________________
 SN0301  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SN0301  DYNAMIC HT  -         568.709 (meters)    1865.84  (feet)  COMP
 SN0301  MODELED GRAV-     980,698.6   (mgal)                       NAVD 88
 SN0301
 SN0301  VERT ORDER  -  SECOND    CLASS 0
 SN0301
 SN0301.The horizontal coordinates were scaled from a topographic map and have
 SN0301.an estimated accuracy of +/- 6 seconds.
 SN0301
 SN0301.The orthometric height was determined by differential leveling
 SN0301.and adjusted by the National Geodetic Survey in June 1991..
 SN0301
 SN0301.The geoid height was determined by GEOID03.
 SN0301
 SN0301.The dynamic height is computed by dividing the NAVD 88
 SN0301.geopotential number by the normal gravity value computed on the
 SN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0301.degrees latitude (g = 980.6199 gals.).
 SN0301
 SN0301.The modeled gravity was interpolated from observed gravity values.
 SN0301
 SN0301;                    North         East    Units  Estimated Accuracy
 SN0301;SPC ND N     -    70,420.      566,180.      MT  (+/- 180 meters Scaled)
 SN0301
 SN0301                          SUPERSEDED SURVEY CONTROL
 SN0301
 SN0301  NGVD 29 (??/??/92)  568.251  (m)         1864.34   (f) ADJ UNCH    2 0
 SN0301
 SN0301.Superseded values are not recommended for survey control.
 SN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0301.See file dsdata.txt to determine how the superseded data were derived.
 SN0301
 SN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT535772(NAD 83)
 SN0301_MARKER: DB = BENCH MARK DISK
 SN0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0301_STAMPING: E 230 1962
 SN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0301+STABILITY: SURFACE MOTION
 SN0301
 SN0301  HISTORY     - Date     Condition        Report By
 SN0301  HISTORY     - 1962     MONUMENTED       CGS
 SN0301
 SN0301                          STATION DESCRIPTION
 SN0301
 SN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0301'10.4 MI NW FROM TURTLE LAKE.
 SN0301'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0301'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 2.0
 SN0301'MILES WEST ALONG A GRAVELED ROAD, 116 FEET NORTHEAST OF THE CENTER OF
 SN0301'A ROAD INTERSECTION, 77 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 SN0301'ROAD, 86 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 3.8 FEET
 SN0301'WEST OF A TELEPHONE POLE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1
 SN0301'FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 SN0301'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0718 ***********************************************************************
 SN0718  DESIGNATION -  E 231
 SN0718  PID         -  SN0718
 SN0718  STATE/COUNTY-  ND/MCLEAN
 SN0718  USGS QUAD   -  BENEDICT (1981)
 SN0718
 SN0718                         *CURRENT SURVEY CONTROL
 SN0718  ___________________________________________________________________
 SN0718* NAD 83(1986)-  47 45 40.     (N)    101 04 43.     (W)     SCALED    
 SN0718* NAVD 88     -       598.453  (meters)    1963.42   (feet)  ADJUSTED  
 SN0718  ___________________________________________________________________
 SN0718  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0718  DYNAMIC HT  -         598.513 (meters)    1963.62  (feet)  COMP
 SN0718  MODELED GRAV-     980,693.0   (mgal)                       NAVD 88
 SN0718
 SN0718  VERT ORDER  -  SECOND    CLASS 0
 SN0718
 SN0718.The horizontal coordinates were scaled from a topographic map and have
 SN0718.an estimated accuracy of +/- 6 seconds.
 SN0718
 SN0718.The orthometric height was determined by differential leveling
 SN0718.and adjusted by the National Geodetic Survey in June 1991..
 SN0718
 SN0718.The geoid height was determined by GEOID03.
 SN0718
 SN0718.The dynamic height is computed by dividing the NAVD 88
 SN0718.geopotential number by the normal gravity value computed on the
 SN0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0718.degrees latitude (g = 980.6199 gals.).
 SN0718
 SN0718.The modeled gravity was interpolated from observed gravity values.
 SN0718
 SN0718;                    North         East    Units  Estimated Accuracy
 SN0718;SPC ND N     -    84,780.      556,620.      MT  (+/- 180 meters Scaled)
 SN0718
 SN0718                          SUPERSEDED SURVEY CONTROL
 SN0718
 SN0718  NGVD 29 (??/??/92)  598.056  (m)         1962.12   (f) ADJ UNCH    2 0
 SN0718
 SN0718.Superseded values are not recommended for survey control.
 SN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0718.See file dsdata.txt to determine how the superseded data were derived.
 SN0718
 SN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT442918(NAD 83)
 SN0718_MARKER: DB = BENCH MARK DISK
 SN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0718_STAMPING: E 231 1962
 SN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0718+STABILITY: SURFACE MOTION
 SN0718
 SN0718  HISTORY     - Date     Condition        Report By
 SN0718  HISTORY     - 1962     MONUMENTED       CGS
 SN0718
 SN0718                          STATION DESCRIPTION
 SN0718
 SN0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0718'4.75 MI S FROM BENEDICT.
 SN0718'ABOUT 4.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0718'AT BENEDICT, 88 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 SN0718'T-ROAD LEADING EAST, 82 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 SN0718'ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 5.0
 SN0718'FEET NORTH OF A FENCE CORNER, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT
 SN0718'2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A
 SN0718'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1160 ***********************************************************************
 TF1160  DESIGNATION -  E 232
 TF1160  PID         -  TF1160
 TF1160  STATE/COUNTY-  ND/WARD
 TF1160  USGS QUAD   -  TAGUS SE (1980)
 TF1160
 TF1160                         *CURRENT SURVEY CONTROL
 TF1160  ___________________________________________________________________
 TF1160* NAD 83(1986)-  48 20 16.     (N)    101 51 48.     (W)     SCALED    
 TF1160* NAVD 88     -       678.283  (meters)    2225.33   (feet)  ADJUSTED  
 TF1160  ___________________________________________________________________
 TF1160  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TF1160  DYNAMIC HT  -         678.388 (meters)    2225.68  (feet)  COMP
 TF1160  MODELED GRAV-     980,744.0   (mgal)                       NAVD 88
 TF1160
 TF1160  VERT ORDER  -  FIRST     CLASS II
 TF1160
 TF1160.The horizontal coordinates were scaled from a topographic map and have
 TF1160.an estimated accuracy of +/- 6 seconds.
 TF1160
 TF1160.The orthometric height was determined by differential leveling
 TF1160.and adjusted by the National Geodetic Survey in June 1991..
 TF1160.WARNING-Repeat measurements at this control monument indicate possible
 TF1160.vertical movement.
 TF1160
 TF1160.The geoid height was determined by GEOID03.
 TF1160
 TF1160.The dynamic height is computed by dividing the NAVD 88
 TF1160.geopotential number by the normal gravity value computed on the
 TF1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1160.degrees latitude (g = 980.6199 gals.).
 TF1160
 TF1160.The modeled gravity was interpolated from observed gravity values.
 TF1160
 TF1160;                    North         East    Units  Estimated Accuracy
 TF1160;SPC ND N     -   149,630.      498,940.      MT  (+/- 180 meters Scaled)
 TF1160
 TF1160                          SUPERSEDED SURVEY CONTROL
 TF1160
 TF1160  NGVD 29 (??/??/92)  677.841  (m)         2223.88   (f) ADJ UNCH    1 2
 TF1160
 TF1160.Superseded values are not recommended for survey control.
 TF1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1160.See file dsdata.txt to determine how the superseded data were derived.
 TF1160
 TF1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU878578(NAD 83)
 TF1160_MARKER: DB = BENCH MARK DISK
 TF1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1160_STAMPING: E 232 1962
 TF1160_MARK LOGO: CGS   
 TF1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1160+STABILITY: SURFACE MOTION
 TF1160
 TF1160  HISTORY     - Date     Condition        Report By
 TF1160  HISTORY     - 1962     MONUMENTED       CGS
 TF1160  HISTORY     - 1963     GOOD             NGS
 TF1160  HISTORY     - 1981     GOOD             NGS
 TF1160
 TF1160                          STATION DESCRIPTION
 TF1160
 TF1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1160'3.4 MI E FROM TAGUS.
 TF1160'3.4 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1160'TAGUS, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 29, BETWEEN THE TRACK AND
 TF1160'U.S. HIGHWAY 2, 141.0 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 TF1160'76.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 47.5 FEET EAST OF THE 4TH
 TF1160'TELEGRAPH POLE NORTHWEST OF THE MILEPOST, 1.3 FEET SOUTHEAST OF A
 TF1160'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TF1160'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TF1160
 TF1160                          STATION RECOVERY (1963)
 TF1160
 TF1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1160'RECOVERED IN GOOD CONDITION.
 TF1160
 TF1160                          STATION RECOVERY (1981)
 TF1160
 TF1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0369 ***********************************************************************
 TF0369  DESIGNATION -  E 233
 TF0369  PID         -  TF0369
 TF0369  STATE/COUNTY-  ND/MCHENRY
 TF0369  USGS QUAD   -  KARLSRUHE (1957)
 TF0369
 TF0369                         *CURRENT SURVEY CONTROL
 TF0369  ___________________________________________________________________
 TF0369* NAD 83(1986)-  48 01 20.     (N)    100 32 33.     (W)     SCALED    
 TF0369* NAVD 88     -       480.774  (meters)    1577.34   (feet)  ADJUSTED  
 TF0369  ___________________________________________________________________
 TF0369  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF0369  DYNAMIC HT  -         480.846 (meters)    1577.58  (feet)  COMP
 TF0369  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 TF0369
 TF0369  VERT ORDER  -  SECOND    CLASS 0
 TF0369
 TF0369.The horizontal coordinates were scaled from a topographic map and have
 TF0369.an estimated accuracy of +/- 6 seconds.
 TF0369
 TF0369.The orthometric height was determined by differential leveling
 TF0369.and adjusted by the National Geodetic Survey in June 1991..
 TF0369
 TF0369.The geoid height was determined by GEOID03.
 TF0369
 TF0369.The dynamic height is computed by dividing the NAVD 88
 TF0369.geopotential number by the normal gravity value computed on the
 TF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0369.degrees latitude (g = 980.6199 gals.).
 TF0369
 TF0369.The modeled gravity was interpolated from observed gravity values.
 TF0369
 TF0369;                    North         East    Units  Estimated Accuracy
 TF0369;SPC ND N     -   113,650.      596,830.      MT  (+/- 180 meters Scaled)
 TF0369
 TF0369                          SUPERSEDED SURVEY CONTROL
 TF0369
 TF0369  NGVD 29 (??/??/92)  480.393  (m)         1576.09   (f) ADJ UNCH    2 0
 TF0369
 TF0369.Superseded values are not recommended for survey control.
 TF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0369.See file dsdata.txt to determine how the superseded data were derived.
 TF0369
 TF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU849199(NAD 83)
 TF0369_MARKER: DB = BENCH MARK DISK
 TF0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0369_STAMPING: E 233 1962
 TF0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0369+STABILITY: SURFACE MOTION
 TF0369
 TF0369  HISTORY     - Date     Condition        Report By
 TF0369  HISTORY     - 1962     MONUMENTED       CGS
 TF0369
 TF0369                          STATION DESCRIPTION
 TF0369
 TF0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0369'5.4 MI NW FROM BALFOUR.
 TF0369'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0369'BALFOUR, THENCE 4.9 MILES NORTH ALONG A GRAVELED ROAD, 60 FEET
 TF0369'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 49
 TF0369'FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 40 FEET SOUTH
 TF0369'OF THE CENTERLINE OF THE ROAD LEADING WEST, 2 FEET WEST OF A POWER
 TF0369'POLE AND IN LINE WITH A ROW OF POLES, 1.4 FEET EAST OF A METAL WITNESS
 TF0369'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING WEST, AND SET
 TF0369'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1307 ***********************************************************************
 SN1307  DESIGNATION -  E 234
 SN1307  PID         -  SN1307
 SN1307  STATE/COUNTY-  ND/MCHENRY
 SN1307  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1307
 SN1307                         *CURRENT SURVEY CONTROL
 SN1307  ___________________________________________________________________
 SN1307* NAD 83(1986)-  47 49 08.     (N)    101 31 42.     (W)     SCALED    
 SN1307* NAVD 88     -       631.287  (meters)    2071.15   (feet)  ADJUSTED  
 SN1307  ___________________________________________________________________
 SN1307  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SN1307  DYNAMIC HT  -         631.357 (meters)    2071.38  (feet)  COMP
 SN1307  MODELED GRAV-     980,703.0   (mgal)                       NAVD 88
 SN1307
 SN1307  VERT ORDER  -  SECOND    CLASS 0
 SN1307
 SN1307.The horizontal coordinates were scaled from a topographic map and have
 SN1307.an estimated accuracy of +/- 6 seconds.
 SN1307
 SN1307.The orthometric height was determined by differential leveling
 SN1307.and adjusted by the National Geodetic Survey in June 1991..
 SN1307
 SN1307.The geoid height was determined by GEOID03.
 SN1307
 SN1307.The dynamic height is computed by dividing the NAVD 88
 SN1307.geopotential number by the normal gravity value computed on the
 SN1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1307.degrees latitude (g = 980.6199 gals.).
 SN1307
 SN1307.The modeled gravity was interpolated from observed gravity values.
 SN1307
 SN1307;                    North         East    Units  Estimated Accuracy
 SN1307;SPC ND N     -    91,560.      523,000.      MT  (+/- 180 meters Scaled)
 SN1307
 SN1307                          SUPERSEDED SURVEY CONTROL
 SN1307
 SN1307  NGVD 29 (??/??/92)  630.882  (m)         2069.82   (f) ADJ UNCH    2 0
 SN1307
 SN1307.Superseded values are not recommended for survey control.
 SN1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1307.See file dsdata.txt to determine how the superseded data were derived.
 SN1307
 SN1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT107992(NAD 83)
 SN1307_MARKER: DB = BENCH MARK DISK
 SN1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1307_STAMPING: E 234 1962
 SN1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1307+STABILITY: SURFACE MOTION
 SN1307
 SN1307  HISTORY     - Date     Condition        Report By
 SN1307  HISTORY     - 1962     MONUMENTED       CGS
 SN1307  HISTORY     - 1970     GOOD             NGS
 SN1307
 SN1307                          STATION DESCRIPTION
 SN1307
 SN1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1307'4.0 MI SW FROM DOUGLAS.
 SN1307'ABOUT 2.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1307'AT DOUGLAS, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0
 SN1307'MILE SOUTH ALONG A GRAVELED ROAD, 90.5 FEET SOUTHWEST OF THE CENTER OF
 SN1307'THE INTERSECTION OF A GRAVELED ROAD LEADING EAST AND A DIRT ROAD
 SN1307'LEADING WEST, 86 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 SN1307'SOUTH, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 1.5
 SN1307'FEET NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 SN1307'LEVEL WITH THE ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE
 SN1307'POST PROJECTING 4 INCHES.
 SN1307
 SN1307                          STATION RECOVERY (1970)
 SN1307
 SN1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SN1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0726 ***********************************************************************
 SN0726  DESIGNATION -  E 235
 SN0726  PID         -  SN0726
 SN0726  STATE/COUNTY-  ND/MCLEAN
 SN0726  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0726
 SN0726                         *CURRENT SURVEY CONTROL
 SN0726  ___________________________________________________________________
 SN0726* NAD 83(1986)-  47 40 26.     (N)    101 04 40.     (W)     SCALED    
 SN0726* NAVD 88     -       595.668  (meters)    1954.29   (feet)  ADJUSTED  
 SN0726  ___________________________________________________________________
 SN0726  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0726  DYNAMIC HT  -         595.726 (meters)    1954.48  (feet)  COMP
 SN0726  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 SN0726
 SN0726  VERT ORDER  -  SECOND    CLASS 0
 SN0726
 SN0726.The horizontal coordinates were scaled from a topographic map and have
 SN0726.an estimated accuracy of +/- 6 seconds.
 SN0726
 SN0726.The orthometric height was determined by differential leveling
 SN0726.and adjusted by the National Geodetic Survey in June 1991..
 SN0726
 SN0726.The geoid height was determined by GEOID03.
 SN0726
 SN0726.The dynamic height is computed by dividing the NAVD 88
 SN0726.geopotential number by the normal gravity value computed on the
 SN0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0726.degrees latitude (g = 980.6199 gals.).
 SN0726
 SN0726.The modeled gravity was interpolated from observed gravity values.
 SN0726
 SN0726;                    North         East    Units  Estimated Accuracy
 SN0726;SPC ND N     -    75,090.      556,610.      MT  (+/- 180 meters Scaled)
 SN0726
 SN0726                          SUPERSEDED SURVEY CONTROL
 SN0726
 SN0726  NGVD 29 (??/??/92)  595.267  (m)         1952.97   (f) ADJ UNCH    2 0
 SN0726
 SN0726.Superseded values are not recommended for survey control.
 SN0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0726.See file dsdata.txt to determine how the superseded data were derived.
 SN0726
 SN0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT440821(NAD 83)
 SN0726_MARKER: DB = BENCH MARK DISK
 SN0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0726_STAMPING: E 235 1962
 SN0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0726+STABILITY: SURFACE MOTION
 SN0726
 SN0726  HISTORY     - Date     Condition        Report By
 SN0726  HISTORY     - 1962     MONUMENTED       CGS
 SN0726
 SN0726                          STATION DESCRIPTION
 SN0726
 SN0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0726'10.75 MI S FROM BENEDICT.
 SN0726'ABOUT 10.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0726'AT BENEDICT, 180 FEET SOUTHEAST OF THE CENTER OF A T-ROAD JUNCTION,
 SN0726'159 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 52 FEET SOUTH OF
 SN0726'THE CENTERLINE OF THE ROAD LEADING EAST, 5.2 FEET WEST OF A POWER
 SN0726'POLE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 SN0726'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN0726'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0637 ***********************************************************************
 SN0637  DESIGNATION -  E 236
 SN0637  PID         -  SN0637
 SN0637  STATE/COUNTY-  ND/MCLEAN
 SN0637  USGS QUAD   -  GARRISON (1981)
 SN0637
 SN0637                         *CURRENT SURVEY CONTROL
 SN0637  ___________________________________________________________________
 SN0637* NAD 83(1986)-  47 44 48.     (N)    101 27 55.     (W)     SCALED    
 SN0637* NAVD 88     -       615.944  (meters)    2020.81   (feet)  ADJUSTED  
 SN0637  ___________________________________________________________________
 SN0637  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 SN0637  DYNAMIC HT  -         616.006 (meters)    2021.01  (feet)  COMP
 SN0637  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SN0637
 SN0637  VERT ORDER  -  SECOND    CLASS 0
 SN0637
 SN0637.The horizontal coordinates were scaled from a topographic map and have
 SN0637.an estimated accuracy of +/- 6 seconds.
 SN0637
 SN0637.The orthometric height was determined by differential leveling
 SN0637.and adjusted by the National Geodetic Survey in June 1991..
 SN0637
 SN0637.The geoid height was determined by GEOID03.
 SN0637
 SN0637.The dynamic height is computed by dividing the NAVD 88
 SN0637.geopotential number by the normal gravity value computed on the
 SN0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0637.degrees latitude (g = 980.6199 gals.).
 SN0637
 SN0637.The modeled gravity was interpolated from observed gravity values.
 SN0637
 SN0637;                    North         East    Units  Estimated Accuracy
 SN0637;SPC ND N     -    83,470.      527,620.      MT  (+/- 180 meters Scaled)
 SN0637
 SN0637                          SUPERSEDED SURVEY CONTROL
 SN0637
 SN0637  NGVD 29 (??/??/92)  615.537  (m)         2019.47   (f) ADJ UNCH    2 0
 SN0637
 SN0637.Superseded values are not recommended for survey control.
 SN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0637.See file dsdata.txt to determine how the superseded data were derived.
 SN0637
 SN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT152910(NAD 83)
 SN0637_MARKER: DB = BENCH MARK DISK
 SN0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0637_STAMPING: E 236 1962
 SN0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0637+STABILITY: SURFACE MOTION
 SN0637
 SN0637  HISTORY     - Date     Condition        Report By
 SN0637  HISTORY     - 1962     MONUMENTED       CGS
 SN0637
 SN0637                          STATION DESCRIPTION
 SN0637
 SN0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0637'8.8 MI NW FROM GARRISON.
 SN0637'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0637'AT GARRISON, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 64 FEET
 SN0637'NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 57 FEET NORTH OF
 SN0637'THE CENTERLINE OF THE GRAVELED ROAD, 29 FEET WEST OF THE CENTERLINE OF
 SN0637'THE TRACK ROAD, 11 FEET NORTH OF A FENCE CORNER, 1.5 FEET SOUTH OF A
 SN0637'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SN0637'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1367 ***********************************************************************
 SN1367  DESIGNATION -  E 237
 SN1367  PID         -  SN1367
 SN1367  STATE/COUNTY-  ND/MCLEAN
 SN1367  USGS QUAD   -  MAKOTI SW (1956)
 SN1367
 SN1367                         *CURRENT SURVEY CONTROL
 SN1367  ___________________________________________________________________
 SN1367* NAD 83(1986)-  47 49 57.     (N)    101 58 39.     (W)     SCALED    
 SN1367* NAVD 88     -       618.143  (meters)    2028.02   (feet)  ADJUSTED  
 SN1367  ___________________________________________________________________
 SN1367  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SN1367  DYNAMIC HT  -         618.222 (meters)    2028.28  (feet)  COMP
 SN1367  MODELED GRAV-     980,720.3   (mgal)                       NAVD 88
 SN1367
 SN1367  VERT ORDER  -  SECOND    CLASS 0
 SN1367
 SN1367.The horizontal coordinates were scaled from a topographic map and have
 SN1367.an estimated accuracy of +/- 6 seconds.
 SN1367
 SN1367.The orthometric height was determined by differential leveling
 SN1367.and adjusted by the National Geodetic Survey in June 1991..
 SN1367
 SN1367.The geoid height was determined by GEOID03.
 SN1367
 SN1367.The dynamic height is computed by dividing the NAVD 88
 SN1367.geopotential number by the normal gravity value computed on the
 SN1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1367.degrees latitude (g = 980.6199 gals.).
 SN1367
 SN1367.The modeled gravity was interpolated from observed gravity values.
 SN1367
 SN1367;                    North         East    Units  Estimated Accuracy
 SN1367;SPC ND N     -    93,620.      489,400.      MT  (+/- 180 meters Scaled)
 SN1367
 SN1367                          SUPERSEDED SURVEY CONTROL
 SN1367
 SN1367  NGVD 29 (??/??/92)  617.721  (m)         2026.64   (f) ADJ UNCH    2 0
 SN1367
 SN1367.Superseded values are not recommended for survey control.
 SN1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1367.See file dsdata.txt to determine how the superseded data were derived.
 SN1367
 SN1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU771019(NAD 83)
 SN1367_MARKER: DB = BENCH MARK DISK
 SN1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1367_STAMPING: E 237 1962
 SN1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1367+STABILITY: SURFACE MOTION
 SN1367
 SN1367  HISTORY     - Date     Condition        Report By
 SN1367  HISTORY     - 1962     MONUMENTED       CGS
 SN1367  HISTORY     - 1963     GOOD             NGS
 SN1367
 SN1367                          STATION DESCRIPTION
 SN1367
 SN1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1367'9.0 MI NE FROM RAUB.
 SN1367'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1367'HIGHWAY 37 AT RAUB, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD. AT A
 SN1367'T ROAD JUNCTION LEADING SOUTH, 87 FEET SOUTHEAST OF THE CENTER OF THE
 SN1367'JUNCTION, 66 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 55
 SN1367'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 3.5 FEET NORTH OF A
 SN1367'TELEPHONE POLE WITH GUY-WIRE, 1.5 FEET WEST OF A WITNESS POST AND
 SN1367'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD. SET IN THE TOP
 SN1367'OF A CONCRETE POST PROJECTING 0.5 FEET.
 SN1367
 SN1367                          STATION RECOVERY (1963)
 SN1367
 SN1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0358 ***********************************************************************
 TG0358  DESIGNATION -  E 238
 TG0358  PID         -  TG0358
 TG0358  STATE/COUNTY-  ND/BURKE
 TG0358  USGS QUAD   -  WESTBY LAKE (1978)
 TG0358
 TG0358                         *CURRENT SURVEY CONTROL
 TG0358  ___________________________________________________________________
 TG0358* NAD 83(1986)-  48 37 07.     (N)    102 17 55.     (W)     SCALED    
 TG0358* NAVD 88     -       695.974  (meters)    2283.37   (feet)  ADJUSTED  
 TG0358  ___________________________________________________________________
 TG0358  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TG0358  DYNAMIC HT  -         696.100 (meters)    2283.79  (feet)  COMP
 TG0358  MODELED GRAV-     980,768.1   (mgal)                       NAVD 88
 TG0358
 TG0358  VERT ORDER  -  SECOND    CLASS 0
 TG0358
 TG0358.The horizontal coordinates were scaled from a topographic map and have
 TG0358.an estimated accuracy of +/- 6 seconds.
 TG0358
 TG0358.The orthometric height was determined by differential leveling
 TG0358.and adjusted by the National Geodetic Survey in June 1991..
 TG0358
 TG0358.The geoid height was determined by GEOID03.
 TG0358
 TG0358.The dynamic height is computed by dividing the NAVD 88
 TG0358.geopotential number by the normal gravity value computed on the
 TG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0358.degrees latitude (g = 980.6199 gals.).
 TG0358
 TG0358.The modeled gravity was interpolated from observed gravity values.
 TG0358
 TG0358;                    North         East    Units  Estimated Accuracy
 TG0358;SPC ND N     -   181,510.      467,410.      MT  (+/- 180 meters Scaled)
 TG0358
 TG0358                          SUPERSEDED SURVEY CONTROL
 TG0358
 TG0358  NGVD 29 (??/??/92)  695.543  (m)         2281.96   (f) ADJ UNCH    2 0
 TG0358
 TG0358.Superseded values are not recommended for survey control.
 TG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0358.See file dsdata.txt to determine how the superseded data were derived.
 TG0358
 TG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP990885(NAD 83)
 TG0358_MARKER: DB = BENCH MARK DISK
 TG0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0358_STAMPING: E 238 1963
 TG0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0358+STABILITY: SURFACE MOTION
 TG0358
 TG0358  HISTORY     - Date     Condition        Report By
 TG0358  HISTORY     - 1963     MONUMENTED       CGS
 TG0358
 TG0358                          STATION DESCRIPTION
 TG0358
 TG0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0358'8.4 MI W FROM KENASTON.
 TG0358'ABOUT 8.4 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0358'RAILWAY STATION AT KENASTON, ABOUT 1.0 MILE WEST OF THE JUNCTION OF
 TG0358'COUNTY ROAD 16A LEADING NORTH, 126 FEET NORTHEAST OF THE CENTER OF THE
 TG0358'INTERSECTION OF A GRADED DIRT ROAD LEADING SOUTH AND A TRACK ROAD
 TG0358'LEADING NORTH, 87 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0358'EAST, 85 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD, 2.5 FEET WEST
 TG0358'OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET EAST OF A
 TG0358'METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TG0358'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 3, R 90 W, T 159
 TG0358'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1284 ***********************************************************************
 SN1284  DESIGNATION -  E 239
 SN1284  PID         -  SN1284
 SN1284  STATE/COUNTY-  ND/WARD
 SN1284  USGS QUAD   -  LAKE VERNON (1980)
 SN1284
 SN1284                         *CURRENT SURVEY CONTROL
 SN1284  ___________________________________________________________________
 SN1284* NAD 83(1986)-  47 58 40.     (N)    101 37 21.     (W)     SCALED    
 SN1284* NAVD 88     -       648.508  (meters)    2127.65   (feet)  ADJUSTED  
 SN1284  ___________________________________________________________________
 SN1284  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SN1284  DYNAMIC HT  -         648.595 (meters)    2127.93  (feet)  COMP
 SN1284  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 SN1284
 SN1284  VERT ORDER  -  SECOND    CLASS 0
 SN1284
 SN1284.The horizontal coordinates were scaled from a topographic map and have
 SN1284.an estimated accuracy of +/- 6 seconds.
 SN1284
 SN1284.The orthometric height was determined by differential leveling
 SN1284.and adjusted by the National Geodetic Survey in June 1991..
 SN1284
 SN1284.The geoid height was determined by GEOID03.
 SN1284
 SN1284.The dynamic height is computed by dividing the NAVD 88
 SN1284.geopotential number by the normal gravity value computed on the
 SN1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1284.degrees latitude (g = 980.6199 gals.).
 SN1284
 SN1284.The modeled gravity was interpolated from observed gravity values.
 SN1284
 SN1284;                    North         East    Units  Estimated Accuracy
 SN1284;SPC ND N     -   109,320.      516,210.      MT  (+/- 180 meters Scaled)
 SN1284
 SN1284                          SUPERSEDED SURVEY CONTROL
 SN1284
 SN1284  NGVD 29 (??/??/92)  648.100  (m)         2126.31   (f) ADJ UNCH    2 0
 SN1284
 SN1284.Superseded values are not recommended for survey control.
 SN1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1284.See file dsdata.txt to determine how the superseded data were derived.
 SN1284
 SN1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU042171(NAD 83)
 SN1284_MARKER: DB = BENCH MARK DISK
 SN1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1284_STAMPING: E 239 1962
 SN1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1284+STABILITY: SURFACE MOTION
 SN1284
 SN1284  HISTORY     - Date     Condition        Report By
 SN1284  HISTORY     - 1962     MONUMENTED       CGS
 SN1284
 SN1284                          STATION DESCRIPTION
 SN1284
 SN1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1284'6.9 MI NE FROM RYDER.
 SN1284'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1284'CROSSING AT RYDER, THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 23, 105
 SN1284'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 SN1284'LEADING NORTH TO A FARMHOUSE AND BARN AND A DRIVEWAY LEADING SOUTH TO
 SN1284'A FIELD, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST
 SN1284'OF THE CENTERLINE OF THE DRIVEWAY, 1.5 FEET NORTH OF A FENCE, 1.5 FEET
 SN1284'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SN1284'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0156 ***********************************************************************
 TG0156  DESIGNATION -  E 240
 TG0156  PID         -  TG0156
 TG0156  STATE/COUNTY-  ND/MOUNTRAIL
 TG0156  USGS QUAD   -  COULEE (1949)
 TG0156
 TG0156                         *CURRENT SURVEY CONTROL
 TG0156  ___________________________________________________________________
 TG0156* NAD 83(1986)-  48 30 10.     (N)    102 01 00.     (W)     SCALED    
 TG0156* NAVD 88     -       678.354  (meters)    2225.57   (feet)  ADJUSTED  
 TG0156  ___________________________________________________________________
 TG0156  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 TG0156  DYNAMIC HT  -         678.472 (meters)    2225.95  (feet)  COMP
 TG0156  MODELED GRAV-     980,761.5   (mgal)                       NAVD 88
 TG0156
 TG0156  VERT ORDER  -  SECOND    CLASS 0
 TG0156
 TG0156.The horizontal coordinates were scaled from a topographic map and have
 TG0156.an estimated accuracy of +/- 6 seconds.
 TG0156
 TG0156.The orthometric height was determined by differential leveling
 TG0156.and adjusted by the National Geodetic Survey in June 1991..
 TG0156
 TG0156.The geoid height was determined by GEOID03.
 TG0156
 TG0156.The dynamic height is computed by dividing the NAVD 88
 TG0156.geopotential number by the normal gravity value computed on the
 TG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0156.degrees latitude (g = 980.6199 gals.).
 TG0156
 TG0156.The modeled gravity was interpolated from observed gravity values.
 TG0156
 TG0156;                    North         East    Units  Estimated Accuracy
 TG0156;SPC ND N     -   168,190.      487,930.      MT  (+/- 180 meters Scaled)
 TG0156
 TG0156                          SUPERSEDED SURVEY CONTROL
 TG0156
 TG0156  NGVD 29 (??/??/92)  677.941  (m)         2224.21   (f) ADJ UNCH    2 0
 TG0156
 TG0156.Superseded values are not recommended for survey control.
 TG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0156.See file dsdata.txt to determine how the superseded data were derived.
 TG0156
 TG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP203764(NAD 83)
 TG0156_MARKER: DB = BENCH MARK DISK
 TG0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0156_SP_SET: CONCRETE POST
 TG0156_STAMPING: E 240 1963
 TG0156_MARK LOGO: CGS   
 TG0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0156+STABILITY: SURFACE MOTION
 TG0156
 TG0156  HISTORY     - Date     Condition        Report By
 TG0156  HISTORY     - 1963     MONUMENTED       CGS
 TG0156  HISTORY     - 19920421 MARK NOT FOUND   LOCENG
 TG0156
 TG0156                          STATION DESCRIPTION
 TG0156
 TG0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0156'3.3 MI S FROM COULEE.
 TG0156'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0156'RAILWAY STATION AT COULEE, THENCE 3.0 MILES SOUTH ALONG A GRAVELED
 TG0156'ROAD, 62 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0156'GRAVELED ROAD LEADING WEST AND A TRACK ROAD LEADING EAST, 50.5 FEET
 TG0156'WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 41 FEET SOUTH OF THE
 TG0156'CENTERLINE OF THE ROAD LEADING WEST, 23 FEET SOUTHWEST OF THE SOUTH
 TG0156'END OF A 24-INCH PIPE CULVERT UNDER THE ROAD LEADING WEST, 1.5 FEET
 TG0156'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0156'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S
 TG0156'22, R 88 W, T 158 N.
 TG0156
 TG0156                          STATION RECOVERY (1992)
 TG0156
 TG0156'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 TG0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0437 ***********************************************************************
 TG0437  DESIGNATION -  E 241
 TG0437  PID         -  TG0437
 TG0437  STATE/COUNTY-  ND/MOUNTRAIL
 TG0437  USGS QUAD   -  PALERMO (1981)
 TG0437
 TG0437                         *CURRENT SURVEY CONTROL
 TG0437  ___________________________________________________________________
 TG0437* NAD 83(1986)-  48 20 30.     (N)    102 09 41.     (W)     SCALED    
 TG0437* NAVD 88     -       666.238  (meters)    2185.82   (feet)  ADJUSTED  
 TG0437  ___________________________________________________________________
 TG0437  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0437  DYNAMIC HT  -         666.348 (meters)    2186.18  (feet)  COMP
 TG0437  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 TG0437
 TG0437  VERT ORDER  -  FIRST     CLASS II
 TG0437
 TG0437.The horizontal coordinates were scaled from a topographic map and have
 TG0437.an estimated accuracy of +/- 6 seconds.
 TG0437
 TG0437.The orthometric height was determined by differential leveling
 TG0437.and adjusted by the National Geodetic Survey in June 1991..
 TG0437.WARNING-Repeat measurements at this control monument indicate possible
 TG0437.vertical movement.
 TG0437
 TG0437.The geoid height was determined by GEOID03.
 TG0437
 TG0437.The dynamic height is computed by dividing the NAVD 88
 TG0437.geopotential number by the normal gravity value computed on the
 TG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0437.degrees latitude (g = 980.6199 gals.).
 TG0437
 TG0437.The modeled gravity was interpolated from observed gravity values.
 TG0437
 TG0437;                    North         East    Units  Estimated Accuracy
 TG0437;SPC ND N     -   150,500.      476,860.      MT  (+/- 180 meters Scaled)
 TG0437
 TG0437                          SUPERSEDED SURVEY CONTROL
 TG0437
 TG0437  NGVD 29 (??/??/92)  665.776  (m)         2184.30   (f) ADJ UNCH    1 2
 TG0437
 TG0437.Superseded values are not recommended for survey control.
 TG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0437.See file dsdata.txt to determine how the superseded data were derived.
 TG0437
 TG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103581(NAD 83)
 TG0437_MARKER: DB = BENCH MARK DISK
 TG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0437_STAMPING: E 241 1963
 TG0437_MARK LOGO: CGS   
 TG0437_PROJECTION: PROJECTING 10 CENTIMETERS
 TG0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0437+STABILITY: SURFACE MOTION
 TG0437
 TG0437  HISTORY     - Date     Condition        Report By
 TG0437  HISTORY     - 1963     MONUMENTED       CGS
 TG0437  HISTORY     - 1981     GOOD             NGS
 TG0437  HISTORY     - 1984     GOOD             NGS
 TG0437  HISTORY     - 19840607 GOOD             NGS
 TG0437
 TG0437                          STATION DESCRIPTION
 TG0437
 TG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0437'3.2 MI E FROM PALERMO.
 TG0437'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0437'PALERMO, ABOUT 0.5 MILE NORTHWEST ACROSS A FIELD FROM MILEPOST 43
 TG0437'ALONG THE GREAT NORTHERN RAILWAY, ABOUT 0.3 MILE NORTH OF THE TRACK,
 TG0437'AT A POINT WHERE TWO POWER LINES CROSS THE HIGHWAY, ABOUT 50 YARDS
 TG0437'WEST OF THE NORTHWEST CORNER OF A DRY LAKE, 72 FEET SOUTH OF THE
 TG0437'CENTERLINE OF THE HIGHWAY, 17.5 FEET EAST OF A POWER POLE, 3 FEET
 TG0437'SOUTH OF A FENCE CORNER, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TG0437'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0437'PROJECTING 5 INCHES, S 7, R 89 W, T 156 N.
 TG0437
 TG0437                          STATION RECOVERY (1981)
 TG0437
 TG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0437'RECOVERED IN GOOD CONDITION.
 TG0437
 TG0437                          STATION RECOVERY (1984)
 TG0437
 TG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TG0437'RECOVERED IN GOOD CONDITION.
 TG0437
 TG0437                          STATION RECOVERY (1984)
 TG0437
 TG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TG0437'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) EAST OF PALERMO ON THE
 TG0437'SOUTH SIDE OF OLD HIGHWAY 2.  TO REACH THE STATION FROM THE
 TG0437'INTERSECTION OF OLD HIGHWAY 2 AND MAIN STREET, AT THE NORTH EDGE OF
 TG0437'PALERMO GO EAST ON OLD HIGHWAY 2 FOR 5.1 KM (3.15 MI) TO THE MARK ON
 TG0437'THE RIGHT.  THE STATION IS A STANDARD CGS BENCHMARK DISK
 TG0437'STAMPED--E 241 1963--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 TG0437'30 CM (12 INCHES) IN DIAMETER, AND PROJECTING 10 CM (4 INCHES).  IT IS
 TG0437'22 M (72.2 FT) SOUTH FROM THE CENTER OF THE OLD HIGHWAY 0.9 M (3.0 FT)
 TG0437'SOUTH OF A FENCE AND 0.6 M (2.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0510 ***********************************************************************
 TG0510  DESIGNATION -  E 242
 TG0510  PID         -  TG0510
 TG0510  STATE/COUNTY-  ND/MOUNTRAIL
 TG0510  USGS QUAD   -  BELDEN (1981)
 TG0510
 TG0510                         *CURRENT SURVEY CONTROL
 TG0510  ___________________________________________________________________
 TG0510* NAD 83(1986)-  48 11 49.     (N)    102 21 11.     (W)     SCALED    
 TG0510* NAVD 88     -       692.628  (meters)    2272.40   (feet)  ADJUSTED  
 TG0510  ___________________________________________________________________
 TG0510  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0510  DYNAMIC HT  -         692.727 (meters)    2272.72  (feet)  COMP
 TG0510  MODELED GRAV-     980,731.2   (mgal)                       NAVD 88
 TG0510
 TG0510  VERT ORDER  -  SECOND    CLASS 0
 TG0510
 TG0510.The horizontal coordinates were scaled from a topographic map and have
 TG0510.an estimated accuracy of +/- 6 seconds.
 TG0510
 TG0510.The orthometric height was determined by differential leveling
 TG0510.and adjusted by the National Geodetic Survey in June 1991..
 TG0510
 TG0510.The geoid height was determined by GEOID03.
 TG0510
 TG0510.The dynamic height is computed by dividing the NAVD 88
 TG0510.geopotential number by the normal gravity value computed on the
 TG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0510.degrees latitude (g = 980.6199 gals.).
 TG0510
 TG0510.The modeled gravity was interpolated from observed gravity values.
 TG0510
 TG0510;                    North         East    Units  Estimated Accuracy
 TG0510;SPC ND N     -   134,740.      462,260.      MT  (+/- 180 meters Scaled)
 TG0510
 TG0510                          SUPERSEDED SURVEY CONTROL
 TG0510
 TG0510  NGVD 29 (??/??/92)  692.163  (m)         2270.87   (f) ADJ UNCH    2 0
 TG0510
 TG0510.Superseded values are not recommended for survey control.
 TG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0510.See file dsdata.txt to determine how the superseded data were derived.
 TG0510
 TG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP966415(NAD 83)
 TG0510_MARKER: DB = BENCH MARK DISK
 TG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0510_STAMPING: E 242 1963
 TG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0510+STABILITY: SURFACE MOTION
 TG0510
 TG0510  HISTORY     - Date     Condition        Report By
 TG0510  HISTORY     - 1963     MONUMENTED       CGS
 TG0510
 TG0510                          STATION DESCRIPTION
 TG0510
 TG0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0510'2.9 MI N FROM BELDEN.
 TG0510'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0510'BELDEN, 126 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 TG0510'GRAVELED ROAD LEADING EAST, 101 FEET EAST OF THE CENTERLINE OF THE
 TG0510'HIGHWAY, 75.5 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST,
 TG0510'3.0 FEET SOUTH OF A POWER POLE, IN LINE WITH A ROW OF POLES, 1.4 FEET
 TG0510'NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 TG0510'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S
 TG0510'35, R 91 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1270 ***********************************************************************
 TF1270  DESIGNATION -  E 243
 TF1270  PID         -  TF1270
 TF1270  STATE/COUNTY-  ND/MOUNTRAIL
 TF1270  USGS QUAD   -  PLAZA (1980)
 TF1270
 TF1270                         *CURRENT SURVEY CONTROL
 TF1270  ___________________________________________________________________
 TF1270* NAD 83(1986)-  48 03 08.     (N)    101 57 55.     (W)     SCALED    
 TF1270* NAVD 88     -       638.701  (meters)    2095.47   (feet)  ADJUSTED  
 TF1270  ___________________________________________________________________
 TF1270  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TF1270  DYNAMIC HT  -         638.794 (meters)    2095.78  (feet)  COMP
 TF1270  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 TF1270
 TF1270  VERT ORDER  -  SECOND    CLASS 0
 TF1270
 TF1270.The horizontal coordinates were scaled from a topographic map and have
 TF1270.an estimated accuracy of +/- 6 seconds.
 TF1270
 TF1270.The orthometric height was determined by differential leveling
 TF1270.and adjusted by the National Geodetic Survey in June 1991..
 TF1270
 TF1270.The geoid height was determined by GEOID03.
 TF1270
 TF1270.The dynamic height is computed by dividing the NAVD 88
 TF1270.geopotential number by the normal gravity value computed on the
 TF1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1270.degrees latitude (g = 980.6199 gals.).
 TF1270
 TF1270.The modeled gravity was interpolated from observed gravity values.
 TF1270
 TF1270;                    North         East    Units  Estimated Accuracy
 TF1270;SPC ND N     -   118,030.      490,780.      MT  (+/- 180 meters Scaled)
 TF1270
 TF1270                          SUPERSEDED SURVEY CONTROL
 TF1270
 TF1270  NGVD 29 (??/??/92)  638.274  (m)         2094.07   (f) ADJ UNCH    2 0
 TF1270
 TF1270.Superseded values are not recommended for survey control.
 TF1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1270.See file dsdata.txt to determine how the superseded data were derived.
 TF1270
 TF1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU790263(NAD 83)
 TF1270_MARKER: DB = BENCH MARK DISK
 TF1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1270_STAMPING: E 243 1963
 TF1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1270+STABILITY: SURFACE MOTION
 TF1270
 TF1270  HISTORY     - Date     Condition        Report By
 TF1270  HISTORY     - 1963     MONUMENTED       CGS
 TF1270  HISTORY     - 1976     MARK NOT FOUND   USGS
 TF1270
 TF1270                          STATION DESCRIPTION
 TF1270
 TF1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1270'2.5 MI NW FROM PLAZA.
 TF1270'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1270'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1270'2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 65 FEET NORTHEAST OF THE
 TF1270'CENTER OF THE INTERSECTION OF AN EAST-WEST TRACK ROAD, 53 FEET EAST OF
 TF1270'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 37 FEET NORTH OF THE
 TF1270'CENTERLINE OF AN EAST-WEST ROAD, 27 FEET SOUTH OF A TELEPHONE POLE,
 TF1270'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TF1270'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S
 TF1270'23, R 88 W, T 153 N.
 TF1270
 TF1270                          STATION RECOVERY (1976)
 TF1270
 TF1270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TF1270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0704 ***********************************************************************
 TG0704  DESIGNATION -  E 244
 TG0704  PID         -  TG0704
 TG0704  STATE/COUNTY-  ND/MOUNTRAIL
 TG0704  USGS QUAD   -  EPWORTH (1981)
 TG0704
 TG0704                         *CURRENT SURVEY CONTROL
 TG0704  ___________________________________________________________________
 TG0704* NAD 83(1986)-  48 01 22.     (N)    102 09 02.     (W)     SCALED    
 TG0704* NAVD 88     -       611.537  (meters)    2006.35   (feet)  ADJUSTED  
 TG0704  ___________________________________________________________________
 TG0704  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0704  DYNAMIC HT  -         611.629 (meters)    2006.65  (feet)  COMP
 TG0704  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 TG0704
 TG0704  VERT ORDER  -  SECOND    CLASS 0
 TG0704
 TG0704.The horizontal coordinates were scaled from a topographic map and have
 TG0704.an estimated accuracy of +/- 6 seconds.
 TG0704
 TG0704.The orthometric height was determined by differential leveling
 TG0704.and adjusted by the National Geodetic Survey in June 1991..
 TG0704
 TG0704.The geoid height was determined by GEOID03.
 TG0704
 TG0704.The dynamic height is computed by dividing the NAVD 88
 TG0704.geopotential number by the normal gravity value computed on the
 TG0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0704.degrees latitude (g = 980.6199 gals.).
 TG0704
 TG0704.The modeled gravity was interpolated from observed gravity values.
 TG0704
 TG0704;                    North         East    Units  Estimated Accuracy
 TG0704;SPC ND N     -   115,030.      476,900.      MT  (+/- 180 meters Scaled)
 TG0704
 TG0704                          SUPERSEDED SURVEY CONTROL
 TG0704
 TG0704  NGVD 29 (??/??/92)  611.112  (m)         2004.96   (f) ADJ UNCH    2 0
 TG0704
 TG0704.Superseded values are not recommended for survey control.
 TG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0704.See file dsdata.txt to determine how the superseded data were derived.
 TG0704
 TG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP124227(NAD 83)
 TG0704_MARKER: DB = BENCH MARK DISK
 TG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0704_STAMPING: E 244 1963
 TG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0704+STABILITY: SURFACE MOTION
 TG0704
 TG0704  HISTORY     - Date     Condition        Report By
 TG0704  HISTORY     - 1963     MONUMENTED       CGS
 TG0704
 TG0704                          STATION DESCRIPTION
 TG0704
 TG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0704'6.2 MI NW FROM PARSHALL.
 TG0704'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0704'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0704'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A
 TG0704'GRAVELED COUNTY ROAD, 99.0 FEET SOUTHWEST OF THE CENTER OF THE
 TG0704'T-JUNCTION OF A ROAD LEADING SOUTH, 76.0 FEET SOUTH OF THE CENTERLINE
 TG0704'OF THE ROAD, 75.0 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 TG0704'SOUTH, 5.2 FEET NORTH OF A POWER POLE BRACED BY 8 GUY WIRES, 1.5 FEET
 TG0704'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 TG0704'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 2, R 90 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0657 ***********************************************************************
 TG0657  DESIGNATION -  E 245
 TG0657  PID         -  TG0657
 TG0657  STATE/COUNTY-  ND/MOUNTRAIL
 TG0657  USGS QUAD   -  PALERMO (1981)
 TG0657
 TG0657                         *CURRENT SURVEY CONTROL
 TG0657  ___________________________________________________________________
 TG0657* NAD 83(1986)-  48 18 45.     (N)    102 13 27.     (W)     SCALED    
 TG0657* NAVD 88     -       664.528  (meters)    2180.21   (feet)  ADJUSTED  
 TG0657  ___________________________________________________________________
 TG0657  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 TG0657  DYNAMIC HT  -         664.633 (meters)    2180.55  (feet)  COMP
 TG0657  MODELED GRAV-     980,747.6   (mgal)                       NAVD 88
 TG0657
 TG0657  VERT ORDER  -  SECOND    CLASS 0
 TG0657
 TG0657.The horizontal coordinates were scaled from a topographic map and have
 TG0657.an estimated accuracy of +/- 6 seconds.
 TG0657
 TG0657.The orthometric height was determined by differential leveling
 TG0657.and adjusted by the National Geodetic Survey in June 1991..
 TG0657
 TG0657.The geoid height was determined by GEOID03.
 TG0657
 TG0657.The dynamic height is computed by dividing the NAVD 88
 TG0657.geopotential number by the normal gravity value computed on the
 TG0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0657.degrees latitude (g = 980.6199 gals.).
 TG0657
 TG0657.The modeled gravity was interpolated from observed gravity values.
 TG0657
 TG0657;                    North         East    Units  Estimated Accuracy
 TG0657;SPC ND N     -   147,360.      472,130.      MT  (+/- 180 meters Scaled)
 TG0657
 TG0657                          SUPERSEDED SURVEY CONTROL
 TG0657
 TG0657  NGVD 29 (??/??/92)  664.078  (m)         2178.73   (f) ADJ UNCH    2 0
 TG0657
 TG0657.Superseded values are not recommended for survey control.
 TG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0657.See file dsdata.txt to determine how the superseded data were derived.
 TG0657
 TG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058547(NAD 83)
 TG0657_MARKER: DB = BENCH MARK DISK
 TG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0657_STAMPING: E 245 1963
 TG0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0657+STABILITY: SURFACE MOTION
 TG0657
 TG0657  HISTORY     - Date     Condition        Report By
 TG0657  HISTORY     - 1963     MONUMENTED       CGS
 TG0657  HISTORY     - 1981     GOOD             NGS
 TG0657
 TG0657                          STATION DESCRIPTION
 TG0657
 TG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0657'1.9 MI S FROM PALERMO.
 TG0657'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0657'AT PALERMO, THENCE 1.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 72.0
 TG0657'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST,
 TG0657'61.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 37.0 FEET
 TG0657'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 4.5 FEET EAST OF A
 TG0657'GAS LINE MARKER POST, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 TG0657'FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TG0657'CONCRETE POST PROJECTING 0.6 FOOT, S 23, R 90 W, T 156 N.
 TG0657
 TG0657                          STATION RECOVERY (1981)
 TG0657
 TG0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1291 ***********************************************************************
 TF1291  DESIGNATION -  E 246
 TF1291  PID         -  TF1291
 TF1291  STATE/COUNTY-  ND/WARD
 TF1291  USGS QUAD   -  PLAZA SE (1980)
 TF1291
 TF1291                         *CURRENT SURVEY CONTROL
 TF1291  ___________________________________________________________________
 TF1291* NAD 83(1986)-  48 05 44.     (N)    101 48 51.     (W)     SCALED    
 TF1291* NAVD 88     -       638.123  (meters)    2093.58   (feet)  ADJUSTED  
 TF1291  ___________________________________________________________________
 TF1291  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TF1291  DYNAMIC HT  -         638.216 (meters)    2093.88  (feet)  COMP
 TF1291  MODELED GRAV-     980,735.8   (mgal)                       NAVD 88
 TF1291
 TF1291  VERT ORDER  -  SECOND    CLASS 0
 TF1291
 TF1291.The horizontal coordinates were scaled from a topographic map and have
 TF1291.an estimated accuracy of +/- 6 seconds.
 TF1291
 TF1291.The orthometric height was determined by differential leveling
 TF1291.and adjusted by the National Geodetic Survey in June 1991..
 TF1291
 TF1291.The geoid height was determined by GEOID03.
 TF1291
 TF1291.The dynamic height is computed by dividing the NAVD 88
 TF1291.geopotential number by the normal gravity value computed on the
 TF1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1291.degrees latitude (g = 980.6199 gals.).
 TF1291
 TF1291.The modeled gravity was interpolated from observed gravity values.
 TF1291
 TF1291;                    North         East    Units  Estimated Accuracy
 TF1291;SPC ND N     -   122,640.      502,120.      MT  (+/- 180 meters Scaled)
 TF1291
 TF1291                          SUPERSEDED SURVEY CONTROL
 TF1291
 TF1291  NGVD 29 (??/??/92)  637.698  (m)         2092.18   (f) ADJ UNCH    2 0
 TF1291
 TF1291.Superseded values are not recommended for survey control.
 TF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1291.See file dsdata.txt to determine how the superseded data were derived.
 TF1291
 TF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU904307(NAD 83)
 TF1291_MARKER: DB = BENCH MARK DISK
 TF1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1291_STAMPING: E 246 1963
 TF1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1291+STABILITY: SURFACE MOTION
 TF1291
 TF1291  HISTORY     - Date     Condition        Report By
 TF1291  HISTORY     - 1963     MONUMENTED       CGS
 TF1291
 TF1291                          STATION DESCRIPTION
 TF1291
 TF1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1291'11.0 MI NW FROM MAKOTI.
 TF1291'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1291'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1291'THENCE 5.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE
 TF1291'WEST ALONG A GRAVELED COUNTY ROAD, 51.0 FEET SOUTHWEST OF THE CENTER
 TF1291'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 30.0 FEET SOUTH OF THE
 TF1291'CENTERLINE OF THE EAST-WEST ROAD, 40.0 FEET WEST OF THE CENTERLINE OF
 TF1291'THE NORTH-SOUTH ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 TF1291'FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 TF1291'CONCRETE POST PROJECTING 0.6 FOOT, S 11, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0770 ***********************************************************************
 TG0770  DESIGNATION -  E 247
 TG0770  PID         -  TG0770
 TG0770  STATE/COUNTY-  ND/MOUNTRAIL
 TG0770  USGS QUAD   -  SHELL LAKE (1981)
 TG0770
 TG0770                         *CURRENT SURVEY CONTROL
 TG0770  ___________________________________________________________________
 TG0770* NAD 83(1986)-  48 13 33.     (N)    102 04 24.     (W)     SCALED    
 TG0770* NAVD 88     -       645.940  (meters)    2119.22   (feet)  ADJUSTED  
 TG0770  ___________________________________________________________________
 TG0770  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TG0770  DYNAMIC HT  -         646.042 (meters)    2119.56  (feet)  COMP
 TG0770  MODELED GRAV-     980,747.1   (mgal)                       NAVD 88
 TG0770
 TG0770  VERT ORDER  -  SECOND    CLASS 0
 TG0770
 TG0770.The horizontal coordinates were scaled from a topographic map and have
 TG0770.an estimated accuracy of +/- 6 seconds.
 TG0770
 TG0770.The orthometric height was determined by differential leveling
 TG0770.and adjusted by the National Geodetic Survey in June 1991..
 TG0770
 TG0770.The geoid height was determined by GEOID03.
 TG0770
 TG0770.The dynamic height is computed by dividing the NAVD 88
 TG0770.geopotential number by the normal gravity value computed on the
 TG0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0770.degrees latitude (g = 980.6199 gals.).
 TG0770
 TG0770.The modeled gravity was interpolated from observed gravity values.
 TG0770
 TG0770;                    North         East    Units  Estimated Accuracy
 TG0770;SPC ND N     -   137,480.      483,120.      MT  (+/- 180 meters Scaled)
 TG0770
 TG0770                          SUPERSEDED SURVEY CONTROL
 TG0770
 TG0770  NGVD 29 (??/??/92)  645.501  (m)         2117.78   (f) ADJ UNCH    2 0
 TG0770
 TG0770.Superseded values are not recommended for survey control.
 TG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0770.See file dsdata.txt to determine how the superseded data were derived.
 TG0770
 TG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP173455(NAD 83)
 TG0770_MARKER: DB = BENCH MARK DISK
 TG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0770_STAMPING: E 247 1963
 TG0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0770+STABILITY: SURFACE MOTION
 TG0770
 TG0770  HISTORY     - Date     Condition        Report By
 TG0770  HISTORY     - 1963     MONUMENTED       CGS
 TG0770
 TG0770                          STATION DESCRIPTION
 TG0770
 TG0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0770'8.8 MI S FROM BLAISDELL.
 TG0770'ABOUT 8.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0770'STATION AT BLAISDELL, 66 FEET NORTHWEST OF THE CENTER OF THE
 TG0770'INTERSECTION OF A TRACK ROAD, 52 FEET WEST OF THE CENTERLINE OF THE
 TG0770'NORTHSOUTH ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD,
 TG0770'5.2 FEET WEST OF A POWER POLE, 1.8 FEET SOUTH OF A METAL WITNESS POST,
 TG0770'ABOUT 1 FOOT ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 TG0770'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 23, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1219 ***********************************************************************
 SN1219  DESIGNATION -  E 248
 SN1219  PID         -  SN1219
 SN1219  STATE/COUNTY-  ND/MCLEAN
 SN1219  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1219
 SN1219                         *CURRENT SURVEY CONTROL
 SN1219  ___________________________________________________________________
 SN1219* NAD 83(1986)-  47 43 53.     (N)    101 53 38.     (W)     SCALED    
 SN1219* NAVD 88     -       614.686  (meters)    2016.68   (feet)  ADJUSTED  
 SN1219  ___________________________________________________________________
 SN1219  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 SN1219  DYNAMIC HT  -         614.756 (meters)    2016.91  (feet)  COMP
 SN1219  MODELED GRAV-     980,705.1   (mgal)                       NAVD 88
 SN1219
 SN1219  VERT ORDER  -  SECOND    CLASS 0
 SN1219
 SN1219.The horizontal coordinates were scaled from a topographic map and have
 SN1219.an estimated accuracy of +/- 6 seconds.
 SN1219
 SN1219.The orthometric height was determined by differential leveling
 SN1219.and adjusted by the National Geodetic Survey in June 1991..
 SN1219
 SN1219.The geoid height was determined by GEOID03.
 SN1219
 SN1219.The dynamic height is computed by dividing the NAVD 88
 SN1219.geopotential number by the normal gravity value computed on the
 SN1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1219.degrees latitude (g = 980.6199 gals.).
 SN1219
 SN1219.The modeled gravity was interpolated from observed gravity values.
 SN1219
 SN1219;                    North         East    Units  Estimated Accuracy
 SN1219;SPC ND N     -    82,260.      495,450.      MT  (+/- 180 meters Scaled)
 SN1219
 SN1219                          SUPERSEDED SURVEY CONTROL
 SN1219
 SN1219  NGVD 29 (??/??/92)  614.268  (m)         2015.31   (f) ADJ UNCH    2 0
 SN1219
 SN1219.Superseded values are not recommended for survey control.
 SN1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1219.See file dsdata.txt to determine how the superseded data were derived.
 SN1219
 SN1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT830905(NAD 83)
 SN1219_MARKER: DB = BENCH MARK DISK
 SN1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1219_STAMPING: E 248 1963
 SN1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1219+STABILITY: SURFACE MOTION
 SN1219
 SN1219  HISTORY     - Date     Condition        Report By
 SN1219  HISTORY     - 1963     MONUMENTED       CGS
 SN1219
 SN1219                          STATION DESCRIPTION
 SN1219
 SN1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1219'3.65 MI SW FROM ROSEGLEN.
 SN1219'ABOUT 2.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1219'MAIN STREET AT ROSEGLEN, THENCE 1.0 MILE SOUTH ALONG A GRAVELED COUNTY
 SN1219'ROAD, 69.0 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 SN1219'EAST-WEST ROAD, 48.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 SN1219'ROAD, 47.5 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 28.5
 SN1219'FEET EAST OF A POWER POLE BRACED BY A GUY WIRE, 1.5 FEET NORTH OF A
 SN1219'METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN
 SN1219'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 14, R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0812 ***********************************************************************
 SN0812  DESIGNATION -  E 249
 SN0812  PID         -  SN0812
 SN0812  STATE/COUNTY-  ND/MCLEAN
 SN0812  USGS QUAD   -  WASHBURN NE (1980)
 SN0812
 SN0812                         *CURRENT SURVEY CONTROL
 SN0812  ___________________________________________________________________
 SN0812* NAD 83(1986)-  47 27 28.     (N)    101 03 27.     (W)     SCALED    
 SN0812* NAVD 88     -       618.276  (meters)    2028.46   (feet)  ADJUSTED  
 SN0812  ___________________________________________________________________
 SN0812  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0812  DYNAMIC HT  -         618.326 (meters)    2028.62  (feet)  COMP
 SN0812  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 SN0812
 SN0812  VERT ORDER  -  SECOND    CLASS 0
 SN0812
 SN0812.The horizontal coordinates were scaled from a topographic map and have
 SN0812.an estimated accuracy of +/- 6 seconds.
 SN0812
 SN0812.The orthometric height was determined by differential leveling
 SN0812.and adjusted by the National Geodetic Survey in June 1991..
 SN0812
 SN0812.The geoid height was determined by GEOID03.
 SN0812
 SN0812.The dynamic height is computed by dividing the NAVD 88
 SN0812.geopotential number by the normal gravity value computed on the
 SN0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0812.degrees latitude (g = 980.6199 gals.).
 SN0812
 SN0812.The modeled gravity was interpolated from observed gravity values.
 SN0812
 SN0812;                    North         East    Units  Estimated Accuracy
 SN0812;SPC ND N     -    51,050.      557,960.      MT  (+/- 180 meters Scaled)
 SN0812
 SN0812                          SUPERSEDED SURVEY CONTROL
 SN0812
 SN0812  NGVD 29 (??/??/92)  617.87   (m)         2027.1    (f) COMPUTED    2 0
 SN0812
 SN0812.Superseded values are not recommended for survey control.
 SN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0812.See file dsdata.txt to determine how the superseded data were derived.
 SN0812
 SN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT449580(NAD 83)
 SN0812_MARKER: DB = BENCH MARK DISK
 SN0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0812_STAMPING: E 249 1963
 SN0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0812+STABILITY: SURFACE MOTION
 SN0812
 SN0812  HISTORY     - Date     Condition        Report By
 SN0812  HISTORY     - 1963     MONUMENTED       CGS
 SN0812  HISTORY     - 1982     GOOD             NGS
 SN0812
 SN0812                          STATION DESCRIPTION
 SN0812
 SN0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0812'3.8 MI E FROM UNDERWOOD.
 SN0812'3.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION AT
 SN0812'UNDERWOOD, 101 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD
 SN0812'INTERSECTION, 96 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.5
 SN0812'FEET WEST OF A FENCE CORNER, 17 FEET WEST OF THE CENTERLINE OF THE
 SN0812'TRACK ROAD, 4 FEET EAST OF POWER POLE NO. 223, 1.5 FEET WEST OF A
 SN0812'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 SN0812'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 SN0812
 SN0812                          STATION RECOVERY (1982)
 SN0812
 SN0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0812'5.1 KM (3.15 MI) EAST ALONG STATE HIGHWAY 200 FROM ITS JUNCTION WITH
 SN0812'U.S. HIGHWAY 83 IN UNDERWOOD, AT A FIELD ROAD CROSSING, 30.5 M (101.1
 SN0812'FT) SW OF CENTER OF THE JUNCTION OF THE ROADS, 29.3 M (96.1 FT) S OF
 SN0812'THE CENTERLINE OF THE HIGHWAY, 7.3 M (24.0 FT) W OF A FENCE CORNER,
 SN0812'5.2 M (17.1 FT) W OF THE CENTER OF THE ROAD, AND 1.3 M (4.3 FT) E OF
 SN0812'UTILITY POLE NUMBER 223.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0786 ***********************************************************************
 TG0786  DESIGNATION -  E 250
 TG0786  PID         -  TG0786
 TG0786  STATE/COUNTY-  ND/MOUNTRAIL
 TG0786  USGS QUAD   -  EPWORTH NW (1981)
 TG0786
 TG0786                         *CURRENT SURVEY CONTROL
 TG0786  ___________________________________________________________________
 TG0786* NAD 83(1986)-  48 12 40.     (N)    102 08 18.     (W)     SCALED    
 TG0786* NAVD 88     -       619.847  (meters)    2033.61   (feet)  ADJUSTED  
 TG0786  ___________________________________________________________________
 TG0786  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0786  DYNAMIC HT  -         619.943 (meters)    2033.93  (feet)  COMP
 TG0786  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TG0786
 TG0786  VERT ORDER  -  SECOND    CLASS 0
 TG0786
 TG0786.The horizontal coordinates were scaled from a topographic map and have
 TG0786.an estimated accuracy of +/- 6 seconds.
 TG0786
 TG0786.The orthometric height was determined by differential leveling
 TG0786.and adjusted by the National Geodetic Survey in June 1991..
 TG0786
 TG0786.The geoid height was determined by GEOID03.
 TG0786
 TG0786.The dynamic height is computed by dividing the NAVD 88
 TG0786.geopotential number by the normal gravity value computed on the
 TG0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0786.degrees latitude (g = 980.6199 gals.).
 TG0786
 TG0786.The modeled gravity was interpolated from observed gravity values.
 TG0786
 TG0786;                    North         East    Units  Estimated Accuracy
 TG0786;SPC ND N     -   135,950.      478,260.      MT  (+/- 180 meters Scaled)
 TG0786
 TG0786                          SUPERSEDED SURVEY CONTROL
 TG0786
 TG0786  NGVD 29 (??/??/92)  619.407  (m)         2032.17   (f) ADJ UNCH    2 0
 TG0786
 TG0786.Superseded values are not recommended for survey control.
 TG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0786.See file dsdata.txt to determine how the superseded data were derived.
 TG0786
 TG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP125437(NAD 83)
 TG0786_MARKER: DB = BENCH MARK DISK
 TG0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0786_STAMPING: E 250 1963
 TG0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0786+STABILITY: SURFACE MOTION
 TG0786
 TG0786  HISTORY     - Date     Condition        Report By
 TG0786  HISTORY     - 1963     MONUMENTED       CGS
 TG0786
 TG0786                          STATION DESCRIPTION
 TG0786
 TG0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0786'12.8 MI SW FROM BLAISDELL.
 TG0786'ABOUT 9.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0786'STATION AT BLAISDELL, THENCE 3.0 MILES WEST ALONG A GRAVELED COUNTY
 TG0786'ROAD, 55.0 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A ROAD
 TG0786'LEADING NORTH, 43.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TG0786'ROAD, 22.5 FEET WEST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 TG0786'NORTH, 2.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET EAST OF A METAL
 TG0786'WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN THE TOP
 TG0786'OF A CONCRETE POST PROJECTING 0.6 FOOT, S 32, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0560 ***********************************************************************
 TG0560  DESIGNATION -  E 251
 TG0560  PID         -  TG0560
 TG0560  STATE/COUNTY-  ND/MOUNTRAIL
 TG0560  USGS QUAD   -  LOSTWOOD (1981)
 TG0560
 TG0560                         *CURRENT SURVEY CONTROL
 TG0560  ___________________________________________________________________
 TG0560* NAD 83(1986)-  48 24 58.     (N)    102 27 05.     (W)     SCALED    
 TG0560* NAVD 88     -       707.256  (meters)    2320.39   (feet)  ADJUSTED  
 TG0560  ___________________________________________________________________
 TG0560  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG0560  DYNAMIC HT  -         707.375 (meters)    2320.78  (feet)  COMP
 TG0560  MODELED GRAV-     980,755.3   (mgal)                       NAVD 88
 TG0560
 TG0560  VERT ORDER  -  SECOND    CLASS 0
 TG0560
 TG0560.The horizontal coordinates were scaled from a topographic map and have
 TG0560.an estimated accuracy of +/- 6 seconds.
 TG0560
 TG0560.The orthometric height was determined by differential leveling
 TG0560.and adjusted by the National Geodetic Survey in June 1991..
 TG0560
 TG0560.The geoid height was determined by GEOID03.
 TG0560
 TG0560.The dynamic height is computed by dividing the NAVD 88
 TG0560.geopotential number by the normal gravity value computed on the
 TG0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0560.degrees latitude (g = 980.6199 gals.).
 TG0560
 TG0560.The modeled gravity was interpolated from observed gravity values.
 TG0560
 TG0560;                    North         East    Units  Estimated Accuracy
 TG0560;SPC ND N     -   159,280.      455,570.      MT  (+/- 180 meters Scaled)
 TG0560
 TG0560                          SUPERSEDED SURVEY CONTROL
 TG0560
 TG0560  NGVD 29 (??/??/92)  706.810  (m)         2318.93   (f) ADJ UNCH    2 0
 TG0560
 TG0560.Superseded values are not recommended for survey control.
 TG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0560.See file dsdata.txt to determine how the superseded data were derived.
 TG0560
 TG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP885656(NAD 83)
 TG0560_MARKER: DB = BENCH MARK DISK
 TG0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0560_STAMPING: E 251 1963
 TG0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0560+STABILITY: SURFACE MOTION
 TG0560
 TG0560  HISTORY     - Date     Condition        Report By
 TG0560  HISTORY     - 1963     MONUMENTED       CGS
 TG0560
 TG0560                          STATION DESCRIPTION
 TG0560
 TG0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0560'8.7 MI NW FROM STANLEY.
 TG0560'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0560'STANLEY, THENCE 1.9 MILES WEST ALONG A GRAVELED ROAD, AT THE
 TG0560'INTERSECTION OF A GRADED DIRT ROAD, 37 FEET NORTH OF THE CENTERLINE OF
 TG0560'THE ROAD LEADING WEST, 23 FEET WEST OF THE CENTERLINE OF THE ROAD
 TG0560'LEADING NORTH, 2.7 FEET NORTH OF A STEEL CORNER FENCE POST WITH STEEL
 TG0560'BRACES, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 TG0560'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TG0560'INCHES, S 17, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1127 ***********************************************************************
 TG1127  DESIGNATION -  E 252
 TG1127  PID         -  TG1127
 TG1127  STATE/COUNTY-  ND/WILLIAMS
 TG1127  USGS QUAD   -  TIOGA (1979)
 TG1127
 TG1127                         *CURRENT SURVEY CONTROL
 TG1127  ___________________________________________________________________
 TG1127* NAD 83(1986)-  48 23 53.     (N)    102 59 42.     (W)     SCALED    
 TG1127* NAVD 88     -       699.830  (meters)    2296.03   (feet)  ADJUSTED  
 TG1127  ___________________________________________________________________
 TG1127  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1127  DYNAMIC HT  -         699.923 (meters)    2296.33  (feet)  COMP
 TG1127  MODELED GRAV-     980,720.9   (mgal)                       NAVD 88
 TG1127
 TG1127  VERT ORDER  -  FIRST     CLASS II
 TG1127
 TG1127.The horizontal coordinates were scaled from a topographic map and have
 TG1127.an estimated accuracy of +/- 6 seconds.
 TG1127
 TG1127.The orthometric height was determined by differential leveling
 TG1127.and adjusted by the National Geodetic Survey in June 1991..
 TG1127
 TG1127.The geoid height was determined by GEOID03.
 TG1127
 TG1127.The dynamic height is computed by dividing the NAVD 88
 TG1127.geopotential number by the normal gravity value computed on the
 TG1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1127.degrees latitude (g = 980.6199 gals.).
 TG1127
 TG1127.The modeled gravity was interpolated from observed gravity values.
 TG1127
 TG1127;                    North         East    Units  Estimated Accuracy
 TG1127;SPC ND N     -   158,430.      415,290.      MT  (+/- 180 meters Scaled)
 TG1127
 TG1127                          SUPERSEDED SURVEY CONTROL
 TG1127
 TG1127  NGVD 29 (??/??/92)  699.330  (m)         2294.39   (f) ADJ UNCH    1 2
 TG1127
 TG1127.Superseded values are not recommended for survey control.
 TG1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1127.See file dsdata.txt to determine how the superseded data were derived.
 TG1127
 TG1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP484624(NAD 83)
 TG1127_MARKER: DB = BENCH MARK DISK
 TG1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1127_STAMPING: E 252 1963
 TG1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1127+STABILITY: SURFACE MOTION
 TG1127
 TG1127  HISTORY     - Date     Condition        Report By
 TG1127  HISTORY     - 1963     MONUMENTED       CGS
 TG1127
 TG1127                          STATION DESCRIPTION
 TG1127
 TG1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG1127'2.8 MI W FROM TIOGA.
 TG1127'ABOUT 2.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1127'AT TIOGA, ABOUT 0.4 MILE EAST OF MILEPOST 85, 149 FEET NORTHWEST OF
 TG1127'THE CENTER OF A GRAVELED ROAD CROSSING, 138 FEET WEST OF THE
 TG1127'CENTERLINE OF THE ROAD, 91 FEET NORTH OF THE NORTH RAIL, 6.5 FEET
 TG1127'SOUTH OF A FENCE, 2.5 FEET EAST OF THE SECOND TELEGRAPH POLE WEST OF
 TG1127'THE CROSSING, IN LINE WITH A ROW OF POLES, 1.4 FEET WEST OF A METAL
 TG1127'WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 TG1127'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 30, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0796 ***********************************************************************
 SN0796  DESIGNATION -  E 253
 SN0796  PID         -  SN0796
 SN0796  STATE/COUNTY-  ND/WARD
 SN0796  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0796
 SN0796                         *CURRENT SURVEY CONTROL
 SN0796  ___________________________________________________________________
 SN0796* NAD 83(1986)-  47 51 44.     (N)    101 23 59.     (W)     SCALED    
 SN0796* NAVD 88     -       633.635  (meters)    2078.85   (feet)  ADJUSTED  
 SN0796  ___________________________________________________________________
 SN0796  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SN0796  DYNAMIC HT  -         633.707 (meters)    2079.09  (feet)  COMP
 SN0796  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SN0796
 SN0796  VERT ORDER  -  SECOND    CLASS 0
 SN0796
 SN0796.The horizontal coordinates were scaled from a topographic map and have
 SN0796.an estimated accuracy of +/- 6 seconds.
 SN0796
 SN0796.The orthometric height was determined by differential leveling
 SN0796.and adjusted by the National Geodetic Survey in June 1991..
 SN0796
 SN0796.The geoid height was determined by GEOID03.
 SN0796
 SN0796.The dynamic height is computed by dividing the NAVD 88
 SN0796.geopotential number by the normal gravity value computed on the
 SN0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0796.degrees latitude (g = 980.6199 gals.).
 SN0796
 SN0796.The modeled gravity was interpolated from observed gravity values.
 SN0796
 SN0796;                    North         East    Units  Estimated Accuracy
 SN0796;SPC ND N     -    96,260.      532,690.      MT  (+/- 180 meters Scaled)
 SN0796
 SN0796                          SUPERSEDED SURVEY CONTROL
 SN0796
 SN0796  NGVD 29 (??/??/92)  633.23   (m)         2077.5    (f) COMPUTED    2 0
 SN0796
 SN0796.Superseded values are not recommended for survey control.
 SN0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0796.See file dsdata.txt to determine how the superseded data were derived.
 SN0796
 SN0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU205037(NAD 83)
 SN0796_MARKER: DB = BENCH MARK DISK
 SN0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0796_STAMPING: E 253 1963
 SN0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0796+STABILITY: SURFACE MOTION
 SN0796
 SN0796  HISTORY     - Date     Condition        Report By
 SN0796  HISTORY     - 1963     MONUMENTED       CGS
 SN0796
 SN0796                          STATION DESCRIPTION
 SN0796
 SN0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0796'4.9 MI E FROM DOUGLAS.
 SN0796'ABOUT 0.2 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0796'STATION AT DOUGLAS, THENCE 4.7 MILES EAST ALONG STATE HIGHWAY 53, 215
 SN0796'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SN0796'ROAD, 186 FEET EAST OF THE CENTERLINE OF THE ROAD, 102 FEET SOUTH OF
 SN0796'THE CENTERLINE OF THE HIGHWAY, 4.7 FEET WEST OF A POWER POLE, 1.5 FEET
 SN0796'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 SN0796'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 35, R 84 W, T 151
 SN0796'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0800 ***********************************************************************
 TG0800  DESIGNATION -  E 254
 TG0800  PID         -  TG0800
 TG0800  STATE/COUNTY-  ND/MOUNTRAIL
 TG0800  USGS QUAD   -  STANLEY (1981)
 TG0800
 TG0800                         *CURRENT SURVEY CONTROL
 TG0800  ___________________________________________________________________
 TG0800* NAD 83(1986)-  48 15 15.     (N)    102 26 23.     (W)     SCALED    
 TG0800* NAVD 88     -       690.824  (meters)    2266.48   (feet)  ADJUSTED  
 TG0800  ___________________________________________________________________
 TG0800  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG0800  DYNAMIC HT  -         690.926 (meters)    2266.81  (feet)  COMP
 TG0800  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 TG0800
 TG0800  VERT ORDER  -  SECOND    CLASS 0
 TG0800
 TG0800.The horizontal coordinates were scaled from a topographic map and have
 TG0800.an estimated accuracy of +/- 6 seconds.
 TG0800
 TG0800.The orthometric height was determined by differential leveling
 TG0800.and adjusted by the National Geodetic Survey in June 1991..
 TG0800
 TG0800.The geoid height was determined by GEOID03.
 TG0800
 TG0800.The dynamic height is computed by dividing the NAVD 88
 TG0800.geopotential number by the normal gravity value computed on the
 TG0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0800.degrees latitude (g = 980.6199 gals.).
 TG0800
 TG0800.The modeled gravity was interpolated from observed gravity values.
 TG0800
 TG0800;                    North         East    Units  Estimated Accuracy
 TG0800;SPC ND N     -   141,250.      455,980.      MT  (+/- 180 meters Scaled)
 TG0800
 TG0800                          SUPERSEDED SURVEY CONTROL
 TG0800
 TG0800  NGVD 29 (??/??/92)  690.360  (m)         2264.96   (f) ADJ UNCH    2 0
 TG0800
 TG0800.Superseded values are not recommended for survey control.
 TG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0800.See file dsdata.txt to determine how the superseded data were derived.
 TG0800
 TG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP900477(NAD 83)
 TG0800_MARKER: DB = BENCH MARK DISK
 TG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0800_STAMPING: E 254 1963
 TG0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0800+STABILITY: SURFACE MOTION
 TG0800
 TG0800  HISTORY     - Date     Condition        Report By
 TG0800  HISTORY     - 1963     MONUMENTED       CGS
 TG0800  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0800
 TG0800                          STATION DESCRIPTION
 TG0800
 TG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0800'7.5 MI SW FROM STANLEY.
 TG0800'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0800'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, THENCE 2.0 MILES WEST ALONG A
 TG0800'GRADED COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A TRACK ROAD, AT THE
 TG0800'CREST OF A HILL, ON THE OUTSIDE OF A CURVE AND 28 FEET NORTH OF THE
 TG0800'CENTERLINE OF THE TRACK ROAD, ABOUT LEVEL WITH THE TRACK ROAD, AND SET
 TG0800'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 12, R 92 W, T 155
 TG0800'N.
 TG0800
 TG0800                          STATION RECOVERY (1981)
 TG0800
 TG0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0119 ***********************************************************************
 TG0119  DESIGNATION -  E 255
 TG0119  PID         -  TG0119
 TG0119  STATE/COUNTY-  ND/WARD
 TG0119  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0119
 TG0119                         *CURRENT SURVEY CONTROL
 TG0119  ___________________________________________________________________
 TG0119* NAD 83(1986)-  48 32 47.     (N)    102 12 47.     (W)     SCALED    
 TG0119* NAVD 88     -       704.353  (meters)    2310.86   (feet)  ADJUSTED  
 TG0119  ___________________________________________________________________
 TG0119  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 TG0119  DYNAMIC HT  -         704.473 (meters)    2311.26  (feet)  COMP
 TG0119  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 TG0119
 TG0119  VERT ORDER  -  SECOND    CLASS 0
 TG0119
 TG0119.The horizontal coordinates were scaled from a topographic map and have
 TG0119.an estimated accuracy of +/- 6 seconds.
 TG0119
 TG0119.The orthometric height was determined by differential leveling
 TG0119.and adjusted by the National Geodetic Survey in June 1991..
 TG0119
 TG0119.The geoid height was determined by GEOID03.
 TG0119
 TG0119.The dynamic height is computed by dividing the NAVD 88
 TG0119.geopotential number by the normal gravity value computed on the
 TG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0119.degrees latitude (g = 980.6199 gals.).
 TG0119
 TG0119.The modeled gravity was interpolated from observed gravity values.
 TG0119
 TG0119;                    North         East    Units  Estimated Accuracy
 TG0119;SPC ND N     -   173,340.      473,530.      MT  (+/- 180 meters Scaled)
 TG0119
 TG0119                          SUPERSEDED SURVEY CONTROL
 TG0119
 TG0119  NGVD 29 (??/??/92)  703.925  (m)         2309.46   (f) ADJ UNCH    2 0
 TG0119
 TG0119.Superseded values are not recommended for survey control.
 TG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0119.See file dsdata.txt to determine how the superseded data were derived.
 TG0119
 TG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056807(NAD 83)
 TG0119_MARKER: DB = BENCH MARK DISK
 TG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0119_STAMPING: E 255 1963
 TG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0119+STABILITY: SURFACE MOTION
 TG0119
 TG0119  HISTORY     - Date     Condition        Report By
 TG0119  HISTORY     - 1963     MONUMENTED       CGS
 TG0119
 TG0119                          STATION DESCRIPTION
 TG0119
 TG0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0119'9.3 MI W FROM COULEE.
 TG0119'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0119'RAILWAY STATION AT COULEE, IN S 31, R 89 W, T 159 N, 214 FEET
 TG0119'NORTHWEST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 208 FEET
 TG0119'NORTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET WEST OF THE CENTERLINE
 TG0119'OF THE ROAD LEADING NORTH, 34 FEET NORTH OF A POWER POLE, 2 FEET EAST
 TG0119'OF A FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG0119'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1232 ***********************************************************************
 TE1232  DESIGNATION -  E 256
 TE1232  PID         -  TE1232
 TE1232  STATE/COUNTY-  ND/BENSON
 TE1232  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1232
 TE1232                         *CURRENT SURVEY CONTROL
 TE1232  ___________________________________________________________________
 TE1232* NAD 83(1986)-  48 16 32.     (N)    099 13 01.     (W)     SCALED    
 TE1232* NAVD 88     -       447.539  (meters)    1468.30   (feet)  ADJUSTED  
 TE1232  ___________________________________________________________________
 TE1232  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 TE1232  DYNAMIC HT  -         447.620 (meters)    1468.57  (feet)  COMP
 TE1232  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TE1232
 TE1232  VERT ORDER  -  FIRST     CLASS II
 TE1232
 TE1232.The horizontal coordinates were scaled from a topographic map and have
 TE1232.an estimated accuracy of +/- 6 seconds.
 TE1232
 TE1232.The orthometric height was determined by differential leveling
 TE1232.and adjusted by the National Geodetic Survey in June 1991..
 TE1232
 TE1232.The geoid height was determined by GEOID03.
 TE1232
 TE1232.The dynamic height is computed by dividing the NAVD 88
 TE1232.geopotential number by the normal gravity value computed on the
 TE1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1232.degrees latitude (g = 980.6199 gals.).
 TE1232
 TE1232.The modeled gravity was interpolated from observed gravity values.
 TE1232
 TE1232;                    North         East    Units  Estimated Accuracy
 TE1232;SPC ND N     -   142,610.      695,230.      MT  (+/- 180 meters Scaled)
 TE1232
 TE1232                          SUPERSEDED SURVEY CONTROL
 TE1232
 TE1232  NGVD 29 (??/??/92)  447.170  (m)         1467.09   (f) ADJ UNCH    1 2
 TE1232
 TE1232.Superseded values are not recommended for survey control.
 TE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1232.See file dsdata.txt to determine how the superseded data were derived.
 TE1232
 TE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU839469(NAD 83)
 TE1232_MARKER: DB = BENCH MARK DISK
 TE1232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1232_SP_SET: PIER
 TE1232_STAMPING: E 256 1963
 TE1232_MARK LOGO: CGS   
 TE1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1232
 TE1232  HISTORY     - Date     Condition        Report By
 TE1232  HISTORY     - 1963     MONUMENTED       CGS
 TE1232  HISTORY     - 1981     GOOD             NDHD
 TE1232  HISTORY     - 1982     GOOD             NGS
 TE1232
 TE1232                          STATION DESCRIPTION
 TE1232
 TE1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1232'1.4 MI W FROM CHURCHES FERRY.
 TE1232'ABOUT 1.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1232'AT CHURCHES FERRY, ABOUT 0.4 MILE WEST OF MILEPOST 105, SET VERTICALLY
 TE1232'IN THE NORTHEAST FACE OF THE NORTHWEST LEG OF THE FIRST PIER SOUTH OF
 TE1232'THE TRACK UNDER THE U.S. HIGHWAY 281 OVERPASS, 25.0 FEET SOUTH OF THE
 TE1232'SOUTH RAIL, 3.0 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACK.
 TE1232
 TE1232                          STATION RECOVERY (1981)
 TE1232
 TE1232'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1981
 TE1232'RECOVERED IN GOOD CONDITION.
 TE1232
 TE1232                          STATION RECOVERY (1982)
 TE1232
 TE1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1232'RECOVERED THIS DATE, NOTE, CHANGE GREAT NORTHERN TO BURLINGTON
 TE1232'NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0675 ***********************************************************************
 TE0675  DESIGNATION -  E 257
 TE0675  PID         -  TE0675
 TE0675  STATE/COUNTY-  ND/RAMSEY
 TE0675  USGS QUAD   -  DOYON (1971)
 TE0675
 TE0675                         *CURRENT SURVEY CONTROL
 TE0675  ___________________________________________________________________
 TE0675* NAD 83(1986)-  48 03 56.     (N)    098 36 59.     (W)     SCALED    
 TE0675* NAVD 88     -       455.515  (meters)    1494.47   (feet)  ADJUSTED  
 TE0675  ___________________________________________________________________
 TE0675  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 TE0675  DYNAMIC HT  -         455.588 (meters)    1494.71  (feet)  COMP
 TE0675  MODELED GRAV-     980,758.0   (mgal)                       NAVD 88
 TE0675
 TE0675  VERT ORDER  -  FIRST     CLASS II
 TE0675
 TE0675.The horizontal coordinates were scaled from a topographic map and have
 TE0675.an estimated accuracy of +/- 6 seconds.
 TE0675
 TE0675.The orthometric height was determined by differential leveling
 TE0675.and adjusted by the National Geodetic Survey in June 1991..
 TE0675
 TE0675.The geoid height was determined by GEOID03.
 TE0675
 TE0675.The dynamic height is computed by dividing the NAVD 88
 TE0675.geopotential number by the normal gravity value computed on the
 TE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0675.degrees latitude (g = 980.6199 gals.).
 TE0675
 TE0675.The modeled gravity was interpolated from observed gravity values.
 TE0675
 TE0675;                    North         East    Units  Estimated Accuracy
 TE0675;SPC ND N     -   120,190.      740,360.      MT  (+/- 180 meters Scaled)
 TE0675
 TE0675                          SUPERSEDED SURVEY CONTROL
 TE0675
 TE0675  NGVD 29 (??/??/92)  455.132  (m)         1493.21   (f) ADJ UNCH    1 2
 TE0675
 TE0675.Superseded values are not recommended for survey control.
 TE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0675.See file dsdata.txt to determine how the superseded data were derived.
 TE0675
 TE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU285236(NAD 83)
 TE0675_MARKER: DB = BENCH MARK DISK
 TE0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0675_STAMPING: E 257 1963
 TE0675_MARK LOGO: CGS   
 TE0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0675+STABILITY: SURFACE MOTION
 TE0675
 TE0675  HISTORY     - Date     Condition        Report By
 TE0675  HISTORY     - 1963     MONUMENTED       CGS
 TE0675  HISTORY     - 1982     GOOD             NGS
 TE0675
 TE0675                          STATION DESCRIPTION
 TE0675
 TE0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0675'1.0 MI E FROM CRARY.
 TE0675'ABOUT 1.0 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0675'AT CRARY, IN S 15, R 62 W, T 153 N, ABOUT 0.5 MILE EAST OF MILEPOST
 TE0675'74, 108.5 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING,
 TE0675'58.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 105 FEET EAST OF
 TE0675'THE CENTERLINE OF THE ROAD, 75 FEET SOUTH OF THE ROAD AFTER IT TURNS
 TE0675'EAST ALONG THE NORTH SIDE OF THE TRACK, 4.0 FEET WEST OF A TELEGRAPH
 TE0675'POLE, IN LINE WITH A ROW OF POLES, 1.3 FEET EAST OF A METAL WITNESS
 TE0675'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0675'POST PROJECTING 4 INCHES.
 TE0675
 TE0675                          STATION RECOVERY (1982)
 TE0675
 TE0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0675'RECOVERED THIS DATE, NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0337 ***********************************************************************
 TE0337  DESIGNATION -  E 258
 TE0337  PID         -  TE0337
 TE0337  STATE/COUNTY-  ND/NELSON
 TE0337  USGS QUAD   -  BROCKET (1971)
 TE0337
 TE0337                         *CURRENT SURVEY CONTROL
 TE0337  ___________________________________________________________________
 TE0337* NAD 83(1986)-  48 08 15.     (N)    098 21 26.     (W)     SCALED    
 TE0337* NAVD 88     -       458.497  (meters)    1504.25   (feet)  ADJUSTED  
 TE0337  ___________________________________________________________________
 TE0337  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE0337  DYNAMIC HT  -         458.575 (meters)    1504.51  (feet)  COMP
 TE0337  MODELED GRAV-     980,767.8   (mgal)                       NAVD 88
 TE0337
 TE0337  VERT ORDER  -  SECOND    CLASS 0
 TE0337
 TE0337.The horizontal coordinates were scaled from a topographic map and have
 TE0337.an estimated accuracy of +/- 6 seconds.
 TE0337
 TE0337.The orthometric height was determined by differential leveling
 TE0337.and adjusted by the National Geodetic Survey in June 1991..
 TE0337
 TE0337.The geoid height was determined by GEOID03.
 TE0337
 TE0337.The dynamic height is computed by dividing the NAVD 88
 TE0337.geopotential number by the normal gravity value computed on the
 TE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0337.degrees latitude (g = 980.6199 gals.).
 TE0337
 TE0337.The modeled gravity was interpolated from observed gravity values.
 TE0337
 TE0337;                    North         East    Units  Estimated Accuracy
 TE0337;SPC ND N     -   128,690.      759,450.      MT  (+/- 180 meters Scaled)
 TE0337
 TE0337                          SUPERSEDED SURVEY CONTROL
 TE0337
 TE0337  NGVD 29 (??/??/92)  458.120  (m)         1503.02   (f) ADJ UNCH    2 0
 TE0337
 TE0337.Superseded values are not recommended for survey control.
 TE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0337.See file dsdata.txt to determine how the superseded data were derived.
 TE0337
 TE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478317(NAD 83)
 TE0337_MARKER: DB = BENCH MARK DISK
 TE0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0337_STAMPING: E 258 1963
 TE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0337+STABILITY: SURFACE MOTION
 TE0337
 TE0337  HISTORY     - Date     Condition        Report By
 TE0337  HISTORY     - 1963     MONUMENTED       CGS
 TE0337  HISTORY     - 1967     GOOD             NGS
 TE0337
 TE0337                          STATION DESCRIPTION
 TE0337
 TE0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0337'6.8 MI N FROM LAKOTA.
 TE0337'6.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0337'JUNCTION AT LAKOTA, IN S 22, R 60 W, T 154 N, ABOUT 0.2 MILE SOUTH OF
 TE0337'MILEPOST 7, BETWEEN THE TRACK AND A GRAVELED ROAD THAT PARALLELS THE
 TE0337'TRACK ON THE WEST SIDE, 259.5 FEET NORTHWEST OF THE CENTER OF A DIRT
 TE0337'ROAD CROSSING, 46.4 FEET WEST OF THE WEST RAIL, 32.5 FEET EAST OF THE
 TE0337'CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF THE SECOND TELEGRAPH POLE
 TE0337'NORTH OF THE CROSSING, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 TE0337'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0337'POST PROJECTING 5 INCHES.
 TE0337
 TE0337                          STATION RECOVERY (1967)
 TE0337
 TE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TE0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0726 ***********************************************************************
 TE0726  DESIGNATION -  E 259
 TE0726  PID         -  TE0726
 TE0726  STATE/COUNTY-  ND/RAMSEY
 TE0726  USGS QUAD   -  DERRICK (1972)
 TE0726
 TE0726                         *CURRENT SURVEY CONTROL
 TE0726  ___________________________________________________________________
 TE0726* NAD 83(1986)-  48 27 49.     (N)    098 32 12.     (W)     SCALED    
 TE0726* NAVD 88     -       467.539  (meters)    1533.92   (feet)  ADJUSTED  
 TE0726  ___________________________________________________________________
 TE0726  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0726  DYNAMIC HT  -         467.630 (meters)    1534.22  (feet)  COMP
 TE0726  MODELED GRAV-     980,792.5   (mgal)                       NAVD 88
 TE0726
 TE0726  VERT ORDER  -  SECOND    CLASS 0
 TE0726
 TE0726.The horizontal coordinates were scaled from a topographic map and have
 TE0726.an estimated accuracy of +/- 6 seconds.
 TE0726
 TE0726.The orthometric height was determined by differential leveling
 TE0726.and adjusted by the National Geodetic Survey in June 1991..
 TE0726
 TE0726.The geoid height was determined by GEOID03.
 TE0726
 TE0726.The dynamic height is computed by dividing the NAVD 88
 TE0726.geopotential number by the normal gravity value computed on the
 TE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0726.degrees latitude (g = 980.6199 gals.).
 TE0726
 TE0726.The modeled gravity was interpolated from observed gravity values.
 TE0726
 TE0726;                    North         East    Units  Estimated Accuracy
 TE0726;SPC ND N     -   164,580.      745,180.      MT  (+/- 180 meters Scaled)
 TE0726
 TE0726                          SUPERSEDED SURVEY CONTROL
 TE0726
 TE0726  NGVD 29 (??/??/92)  467.156  (m)         1532.66   (f) ADJ UNCH    2 0
 TE0726
 TE0726.Superseded values are not recommended for survey control.
 TE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0726.See file dsdata.txt to determine how the superseded data were derived.
 TE0726
 TE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU342679(NAD 83)
 TE0726_MARKER: DB = BENCH MARK DISK
 TE0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0726_STAMPING: E 259 1963
 TE0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0726+STABILITY: SURFACE MOTION
 TE0726
 TE0726  HISTORY     - Date     Condition        Report By
 TE0726  HISTORY     - 1963     MONUMENTED       CGS
 TE0726
 TE0726                          STATION DESCRIPTION
 TE0726
 TE0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0726'1.4 MI SE FROM DERRICK.
 TE0726'ABOUT 1.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0726'STATION AT DERRICK, IN S 32, R 61 W, T 158 N, ABOUT 0.2 MILE NORTHWEST
 TE0726'OF MILEPOST 32, ABOUT 0.1 MILE NORTHWEST OF A DIRT ROAD CROSSING ON
 TE0726'THE NORTHWEST EDGE OF A SMALL KNOLL AT THE EAST END OF A FILL, 42.8
 TE0726'FEET NORTHEAST OF THE NORTHEAST RAIL, 3.0 FEET SOUTHEAST OF THE 4TH
 TE0726'TELEPHONE POLE NORTHWEST OF THE CROSSING, IN LINE WITH A ROW OF POLES,
 TE0726'2.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TE0726'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0726'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0077 ***********************************************************************
 RQ0077  DESIGNATION -  E 26
 RQ0077  PID         -  RQ0077
 RQ0077  STATE/COUNTY-  ND/DICKEY
 RQ0077  USGS QUAD   -  OAKES SE (1955)
 RQ0077
 RQ0077                         *CURRENT SURVEY CONTROL
 RQ0077  ___________________________________________________________________
 RQ0077* NAD 83(1986)-  46 01 39.     (N)    098 07 25.     (W)     SCALED    
 RQ0077* NAVD 88     -       397.284  (meters)    1303.42   (feet)  ADJUSTED  
 RQ0077  ___________________________________________________________________
 RQ0077  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 RQ0077  DYNAMIC HT  -         397.271 (meters)    1303.38  (feet)  COMP
 RQ0077  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 RQ0077
 RQ0077  VERT ORDER  -  FIRST     CLASS II
 RQ0077
 RQ0077.The horizontal coordinates were scaled from a topographic map and have
 RQ0077.an estimated accuracy of +/- 6 seconds.
 RQ0077
 RQ0077.The orthometric height was determined by differential leveling
 RQ0077.and adjusted by the National Geodetic Survey in June 1991..
 RQ0077
 RQ0077.The geoid height was determined by GEOID03.
 RQ0077
 RQ0077.The dynamic height is computed by dividing the NAVD 88
 RQ0077.geopotential number by the normal gravity value computed on the
 RQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0077.degrees latitude (g = 980.6199 gals.).
 RQ0077
 RQ0077.The modeled gravity was interpolated from observed gravity values.
 RQ0077
 RQ0077;                    North         East    Units  Estimated Accuracy
 RQ0077;SPC ND S     -    42,890.      783,970.      MT  (+/- 180 meters Scaled)
 RQ0077
 RQ0077                          SUPERSEDED SURVEY CONTROL
 RQ0077
 RQ0077  NGVD 29 (??/??/92)  396.960  (m)         1302.36   (f) ADJ UNCH    1 2
 RQ0077
 RQ0077.Superseded values are not recommended for survey control.
 RQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0077.See file dsdata.txt to determine how the superseded data were derived.
 RQ0077
 RQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR678974(NAD 83)
 RQ0077_MARKER: DB = BENCH MARK DISK
 RQ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0077_STAMPING: E 26 1934
 RQ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0077+STABILITY: SURFACE MOTION
 RQ0077
 RQ0077  HISTORY     - Date     Condition        Report By
 RQ0077  HISTORY     - 1934     MONUMENTED       CGS
 RQ0077  HISTORY     - 1934     GOOD             NGS
 RQ0077  HISTORY     - 1940     GOOD             USGS
 RQ0077
 RQ0077                          STATION DESCRIPTION
 RQ0077
 RQ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RQ0077'1.3 MI N FROM LUDDEN.
 RQ0077'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 RQ0077'STATION AT LUDDEN, DICKEY COUNTY, AT NEWTON, AT THE CROSSING OF THE
 RQ0077'GREAT NORTHERN RAILWAY, 54 FEET NORTH OF THE CENTER LINE OF THE GREAT
 RQ0077'NORTHERN RAILWAY TRACK, 42 FEET EAST OF THE CENTER LINE OF THE CHICAGO
 RQ0077'AND NORTH WESTERN RAILWAY TRACK, 4 FEET NORTH OF A POLE, AND ABOUT
 RQ0077'LEVEL WITH THE TRACKS.  A STANDARD DISK, STAMPED E 26 1934 AND SET IN
 RQ0077'THE TOP OF A CONCRETE POST.
 RQ0077
 RQ0077                          STATION RECOVERY (1940)
 RQ0077
 RQ0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940
 RQ0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0328 ***********************************************************************
 TE0328  DESIGNATION -  E 260
 TE0328  PID         -  TE0328
 TE0328  STATE/COUNTY-  ND/RAMSEY
 TE0328  USGS QUAD   -  EDMORE SW (1972)
 TE0328
 TE0328                         *CURRENT SURVEY CONTROL
 TE0328  ___________________________________________________________________
 TE0328* NAD 83(1986)-  48 16 54.     (N)    098 22 36.     (W)     SCALED    
 TE0328* NAVD 88     -       461.448  (meters)    1513.93   (feet)  ADJUSTED  
 TE0328  ___________________________________________________________________
 TE0328  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0328  DYNAMIC HT  -         461.536 (meters)    1514.22  (feet)  COMP
 TE0328  MODELED GRAV-     980,787.8   (mgal)                       NAVD 88
 TE0328
 TE0328  VERT ORDER  -  SECOND    CLASS 0
 TE0328
 TE0328.The horizontal coordinates were scaled from a topographic map and have
 TE0328.an estimated accuracy of +/- 6 seconds.
 TE0328
 TE0328.The orthometric height was determined by differential leveling
 TE0328.and adjusted by the National Geodetic Survey in June 1991..
 TE0328
 TE0328.The geoid height was determined by GEOID03.
 TE0328
 TE0328.The dynamic height is computed by dividing the NAVD 88
 TE0328.geopotential number by the normal gravity value computed on the
 TE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0328.degrees latitude (g = 980.6199 gals.).
 TE0328
 TE0328.The modeled gravity was interpolated from observed gravity values.
 TE0328
 TE0328;                    North         East    Units  Estimated Accuracy
 TE0328;SPC ND N     -   144,670.      757,560.      MT  (+/- 180 meters Scaled)
 TE0328
 TE0328                          SUPERSEDED SURVEY CONTROL
 TE0328
 TE0328  NGVD 29 (??/??/92)  461.08   (m)         1512.7    (f) COMPUTED    2 0
 TE0328
 TE0328.Superseded values are not recommended for survey control.
 TE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0328.See file dsdata.txt to determine how the superseded data were derived.
 TE0328
 TE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU462477(NAD 83)
 TE0328_MARKER: DB = BENCH MARK DISK
 TE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0328_STAMPING: E 260 1963
 TE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0328+STABILITY: SURFACE MOTION
 TE0328
 TE0328  HISTORY     - Date     Condition        Report By
 TE0328  HISTORY     - 1963     MONUMENTED       CGS
 TE0328
 TE0328                          STATION DESCRIPTION
 TE0328
 TE0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0328'2.2 MI SW FROM LAWTON.
 TE0328'ABOUT 1.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0328'STATION AT LAWTON, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD, IN S 4,
 TE0328'R 60 W, T 155 N, ABOUT 0.1 MILE EAST OF A GRAVELED ROAD INTERSECTION,
 TE0328'40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET WEST OF THE
 TE0328'THIRD TELEPHONE POLE EAST OF THE INTERSECTION, IN LINE WITH A ROW OF
 TE0328'POLES, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0328'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0328'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0374 ***********************************************************************
 SL0374  DESIGNATION -  E 261
 SL0374  PID         -  SL0374
 SL0374  STATE/COUNTY-  ND/GRAND FORKS
 SL0374  USGS QUAD   -  GRAND FORKS (1994)
 SL0374
 SL0374                         *CURRENT SURVEY CONTROL
 SL0374  ___________________________________________________________________
 SL0374* NAD 83(1986)-  47 55 06.     (N)    097 05 15.     (W)     SCALED    
 SL0374* NAVD 88     -       255.285  (meters)     837.55   (feet)  ADJUSTED  
 SL0374  ___________________________________________________________________
 SL0374  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL0374  DYNAMIC HT  -         255.333 (meters)     837.71  (feet)  COMP
 SL0374  MODELED GRAV-     980,792.1   (mgal)                       NAVD 88
 SL0374
 SL0374  VERT ORDER  -  FIRST     CLASS II
 SL0374
 SL0374.The horizontal coordinates were scaled from a topographic map and have
 SL0374.an estimated accuracy of +/- 6 seconds.
 SL0374
 SL0374.The orthometric height was determined by differential leveling
 SL0374.and adjusted by the National Geodetic Survey in June 1991..
 SL0374.WARNING-Repeat measurements at this control monument indicate possible
 SL0374.vertical movement.
 SL0374
 SL0374.The geoid height was determined by GEOID03.
 SL0374
 SL0374.The dynamic height is computed by dividing the NAVD 88
 SL0374.geopotential number by the normal gravity value computed on the
 SL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0374.degrees latitude (g = 980.6199 gals.).
 SL0374
 SL0374.The modeled gravity was interpolated from observed gravity values.
 SL0374
 SL0374;                    North         East    Units  Estimated Accuracy
 SL0374;SPC ND N     -   107,750.      854,960.      MT  (+/- 180 meters Scaled)
 SL0374
 SL0374                          SUPERSEDED SURVEY CONTROL
 SL0374
 SL0374  NGVD 29 (??/??/92)  254.957  (m)          836.47   (f) ADJ UNCH    1 2
 SL0374
 SL0374.Superseded values are not recommended for survey control.
 SL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0374.See file dsdata.txt to determine how the superseded data were derived.
 SL0374
 SL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU428089(NAD 83)
 SL0374_MARKER: DB = BENCH MARK DISK
 SL0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0374_SP_SET: FOUNDATION
 SL0374_STAMPING: E 261 1963
 SL0374_MARK LOGO: CGS   
 SL0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0374
 SL0374  HISTORY     - Date     Condition        Report By
 SL0374  HISTORY     - 1963     MONUMENTED       CGS
 SL0374  HISTORY     - 1969     GOOD             MNDT
 SL0374  HISTORY     - 1981     GOOD             NGS
 SL0374
 SL0374                          STATION DESCRIPTION
 SL0374
 SL0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0374'2.6 MI W FROM GRAND FORKS.
 SL0374'ABOUT 2.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0374'AT GRAND FORKS, IN S 5, R 50 W, T 151 N, 3 POLES WEST OF MILEPOLE 110,
 SL0374'SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF A
 SL0374'TOWER, 13.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 0.7 FOOT
 SL0374'EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.8 FOOT ABOVE THE
 SL0374'GROUND, AND ABOUT LEVEL WITH THE TRACK.
 SL0374
 SL0374                          STATION RECOVERY (1969)
 SL0374
 SL0374'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 SL0374'RECOVERED IN GOOD CONDITION.
 SL0374
 SL0374                          STATION RECOVERY (1981)
 SL0374
 SL0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0374'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0374'4.2 KM (2.6 MI) WEST ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE
 SL0374'STATION IN GRAND FORKS, AT THE JUNCTION OF DEMERS AVENUE AND 42ND
 SL0374'STREET, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE CONCRETE
 SL0374'FOUNDATION OF A SMALL BRICK RAILROAD BUILDING WITH SIGN P.A, TOWER ON
 SL0374'TOP, 14.0 METERS (46.0 FT) EAST OF 42ND STREET, 4.1 METERS (13.5 FT)
 SL0374'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 0.21 METERS (0.7 FT) EAST
 SL0374'OF THE SOUTHWEST CORNER OF BUILDING.
 SL0374'THE MARK IS 0.24 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0389 ***********************************************************************
 SL0389  DESIGNATION -  E 262
 SL0389  PID         -  SL0389
 SL0389  STATE/COUNTY-  ND/GRAND FORKS
 SL0389  USGS QUAD   -  EMERADO (1979)
 SL0389
 SL0389                         *CURRENT SURVEY CONTROL
 SL0389  ___________________________________________________________________
 SL0389* NAD 83(1986)-  47 55 08.     (N)    097 15 38.     (W)     SCALED    
 SL0389* NAVD 88     -       261.224  (meters)     857.03   (feet)  ADJUSTED  
 SL0389  ___________________________________________________________________
 SL0389  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 SL0389  DYNAMIC HT  -         261.270 (meters)     857.18  (feet)  COMP
 SL0389  MODELED GRAV-     980,779.9   (mgal)                       NAVD 88
 SL0389
 SL0389  VERT ORDER  -  FIRST     CLASS II
 SL0389
 SL0389.The horizontal coordinates were scaled from a topographic map and have
 SL0389.an estimated accuracy of +/- 6 seconds.
 SL0389
 SL0389.The orthometric height was determined by differential leveling
 SL0389.and adjusted by the National Geodetic Survey in June 1991..
 SL0389.WARNING-Repeat measurements at this control monument indicate possible
 SL0389.vertical movement.
 SL0389
 SL0389.The geoid height was determined by GEOID03.
 SL0389
 SL0389.The dynamic height is computed by dividing the NAVD 88
 SL0389.geopotential number by the normal gravity value computed on the
 SL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0389.degrees latitude (g = 980.6199 gals.).
 SL0389
 SL0389.The modeled gravity was interpolated from observed gravity values.
 SL0389
 SL0389;                    North         East    Units  Estimated Accuracy
 SL0389;SPC ND N     -   107,260.      842,040.      MT  (+/- 180 meters Scaled)
 SL0389
 SL0389                          SUPERSEDED SURVEY CONTROL
 SL0389
 SL0389  NGVD 29 (??/??/92)  260.858  (m)          855.83   (f) ADJ UNCH    1 2
 SL0389
 SL0389.Superseded values are not recommended for survey control.
 SL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0389.See file dsdata.txt to determine how the superseded data were derived.
 SL0389
 SL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU299087(NAD 83)
 SL0389_MARKER: DB = BENCH MARK DISK
 SL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0389_STAMPING: E 262 1963
 SL0389_MARK LOGO: CGS   
 SL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0389+STABILITY: SURFACE MOTION
 SL0389
 SL0389  HISTORY     - Date     Condition        Report By
 SL0389  HISTORY     - 1963     MONUMENTED       CGS
 SL0389  HISTORY     - 1981     GOOD             NGS
 SL0389
 SL0389                          STATION DESCRIPTION
 SL0389
 SL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0389'5.05 MI E FROM EMERADO.
 SL0389'ABOUT 5.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0389'STATION AT EMERADO, IN S 1, R 52 W, T 151 N, 91 FEET NORTHEAST OF THE
 SL0389'CENTER OF A ROAD CROSSING, 71 FEET NORTH OF THE NORTH RAIL, 50 FEET
 SL0389'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 6.0 FEET EAST OF
 SL0389'TELEPHONE POLE NO. 435-1, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 SL0389'4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SL0389'POST PROJECTING 0.5 FOOT.
 SL0389
 SL0389                          STATION RECOVERY (1981)
 SL0389
 SL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0389'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0389'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0820 ***********************************************************************
 SL0820  DESIGNATION -  E 263
 SL0820  PID         -  SL0820
 SL0820  STATE/COUNTY-  ND/GRAND FORKS
 SL0820  USGS QUAD   -  LARIMORE WEST (1963)
 SL0820
 SL0820                         *CURRENT SURVEY CONTROL
 SL0820  ___________________________________________________________________
 SL0820* NAD 83(1986)-  47 56 49.     (N)    097 44 36.     (W)     SCALED    
 SL0820* NAVD 88     -       371.326  (meters)    1218.26   (feet)  ADJUSTED  
 SL0820  ___________________________________________________________________
 SL0820  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 SL0820  DYNAMIC HT  -         371.386 (meters)    1218.46  (feet)  COMP
 SL0820  MODELED GRAV-     980,764.6   (mgal)                       NAVD 88
 SL0820
 SL0820  VERT ORDER  -  FIRST     CLASS II
 SL0820
 SL0820.The horizontal coordinates were scaled from a topographic map and have
 SL0820.an estimated accuracy of +/- 6 seconds.
 SL0820
 SL0820.The orthometric height was determined by differential leveling
 SL0820.and adjusted by the National Geodetic Survey in June 1991..
 SL0820
 SL0820.The geoid height was determined by GEOID03.
 SL0820
 SL0820.The dynamic height is computed by dividing the NAVD 88
 SL0820.geopotential number by the normal gravity value computed on the
 SL0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0820.degrees latitude (g = 980.6199 gals.).
 SL0820
 SL0820.The modeled gravity was interpolated from observed gravity values.
 SL0820
 SL0820;                    North         East    Units  Estimated Accuracy
 SL0820;SPC ND N     -   108,970.      805,870.      MT  (+/- 180 meters Scaled)
 SL0820
 SL0820                          SUPERSEDED SURVEY CONTROL
 SL0820
 SL0820  NGVD 29 (??/??/92)  370.961  (m)         1217.06   (f) ADJ UNCH    1 2
 SL0820
 SL0820.Superseded values are not recommended for survey control.
 SL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0820.See file dsdata.txt to determine how the superseded data were derived.
 SL0820
 SL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU938111(NAD 83)
 SL0820_MARKER: DB = BENCH MARK DISK
 SL0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0820_STAMPING: E 263 1963
 SL0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0820+STABILITY: SURFACE MOTION
 SL0820
 SL0820  HISTORY     - Date     Condition        Report By
 SL0820  HISTORY     - 1963     MONUMENTED       CGS
 SL0820  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0820
 SL0820                          STATION DESCRIPTION
 SL0820
 SL0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0820'6.65 MI NW FROM LARIMORE.
 SL0820'ABOUT 6.65 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0820'STATION AT LARIMORE, IN S 31, R 55 W, T 152 N, 40 FEET NORTHEAST OF
 SL0820'THE NORTHEAST RAIL, 29 FEET NORTHEAST OF MILEPOST 31, 7 FEET SOUTHEAST
 SL0820'OF A TELEGRAPH POLE BRACED BY A GUY WIRE, 1.5 FEET NORTHWEST OF METAL
 SL0820'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SL0820'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0820
 SL0820                          STATION RECOVERY (1982)
 SL0820
 SL0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0820'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0378 ***********************************************************************
 TE0378  DESIGNATION -  E 264
 TE0378  PID         -  TE0378
 TE0378  STATE/COUNTY-  ND/NELSON
 TE0378  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0378
 TE0378                         *CURRENT SURVEY CONTROL
 TE0378  ___________________________________________________________________
 TE0378* NAD 83(1986)-  48 01 32.     (N)    098 05 39.     (W)     SCALED    
 TE0378* NAVD 88     -       464.760  (meters)    1524.80   (feet)  ADJUSTED  
 TE0378  ___________________________________________________________________
 TE0378  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 TE0378  DYNAMIC HT  -         464.840 (meters)    1525.06  (feet)  COMP
 TE0378  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 TE0378
 TE0378  VERT ORDER  -  FIRST     CLASS II
 TE0378
 TE0378.The horizontal coordinates were scaled from a topographic map and have
 TE0378.an estimated accuracy of +/- 6 seconds.
 TE0378
 TE0378.The orthometric height was determined by differential leveling
 TE0378.and adjusted by the National Geodetic Survey in June 1991..
 TE0378
 TE0378.The geoid height was determined by GEOID03.
 TE0378
 TE0378.The dynamic height is computed by dividing the NAVD 88
 TE0378.geopotential number by the normal gravity value computed on the
 TE0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0378.degrees latitude (g = 980.6199 gals.).
 TE0378
 TE0378.The modeled gravity was interpolated from observed gravity values.
 TE0378
 TE0378;                    North         East    Units  Estimated Accuracy
 TE0378;SPC ND N     -   116,830.      779,410.      MT  (+/- 180 meters Scaled)
 TE0378
 TE0378                          SUPERSEDED SURVEY CONTROL
 TE0378
 TE0378  NGVD 29 (??/??/92)  464.384  (m)         1523.57   (f) ADJ UNCH    1 2
 TE0378
 TE0378.Superseded values are not recommended for survey control.
 TE0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0378.See file dsdata.txt to determine how the superseded data were derived.
 TE0378
 TE0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU675195(NAD 83)
 TE0378_MARKER: DB = BENCH MARK DISK
 TE0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0378_STAMPING: E 264 1963
 TE0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0378+STABILITY: SURFACE MOTION
 TE0378
 TE0378  HISTORY     - Date     Condition        Report By
 TE0378  HISTORY     - 1963     MONUMENTED       CGS
 TE0378  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0378
 TE0378                          STATION DESCRIPTION
 TE0378
 TE0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0378'1.2 MI E FROM MICHIGAN.
 TE0378'ABOUT 1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0378'AT MICHIGAN, IN S 34, R 58 W, T 153 N, 58.0 FEET NORTH OF THE NORTH
 TE0378'RAIL, 43.5 FEET NORTH OF MILEPOST 49, 6.5 FEET EAST OF A TELEGRAPH
 TE0378'POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0378'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0378'0.5 FOOT.
 TE0378
 TE0378                          STATION RECOVERY (1982)
 TE0378
 TE0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0378'NOT RECOVERED, TOO FAR OFF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0374 ***********************************************************************
 TE0374  DESIGNATION -  E 265
 TE0374  PID         -  TE0374
 TE0374  STATE/COUNTY-  ND/NELSON
 TE0374  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0374
 TE0374                         *CURRENT SURVEY CONTROL
 TE0374  ___________________________________________________________________
 TE0374* NAD 83(1986)-  48 01 41.     (N)    098 03 14.     (W)     SCALED    
 TE0374* NAVD 88     -       465.438  (meters)    1527.02   (feet)  ADJUSTED  
 TE0374  ___________________________________________________________________
 TE0374  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 TE0374  DYNAMIC HT  -         465.519 (meters)    1527.29  (feet)  COMP
 TE0374  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TE0374
 TE0374  VERT ORDER  -  FIRST     CLASS II
 TE0374
 TE0374.The horizontal coordinates were scaled from a topographic map and have
 TE0374.an estimated accuracy of +/- 6 seconds.
 TE0374
 TE0374.The orthometric height was determined by differential leveling
 TE0374.and adjusted by the National Geodetic Survey in June 1991..
 TE0374
 TE0374.The geoid height was determined by GEOID03.
 TE0374
 TE0374.The dynamic height is computed by dividing the NAVD 88
 TE0374.geopotential number by the normal gravity value computed on the
 TE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0374.degrees latitude (g = 980.6199 gals.).
 TE0374
 TE0374.The modeled gravity was interpolated from observed gravity values.
 TE0374
 TE0374;                    North         East    Units  Estimated Accuracy
 TE0374;SPC ND N     -   117,200.      782,400.      MT  (+/- 180 meters Scaled)
 TE0374
 TE0374                          SUPERSEDED SURVEY CONTROL
 TE0374
 TE0374  NGVD 29 (??/??/92)  465.064  (m)         1525.80   (f) ADJ UNCH    1 2
 TE0374
 TE0374.Superseded values are not recommended for survey control.
 TE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0374.See file dsdata.txt to determine how the superseded data were derived.
 TE0374
 TE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU705198(NAD 83)
 TE0374_MARKER: DB = BENCH MARK DISK
 TE0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0374_STAMPING: E 265 1963
 TE0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0374+STABILITY: SURFACE MOTION
 TE0374
 TE0374  HISTORY     - Date     Condition        Report By
 TE0374  HISTORY     - 1963     MONUMENTED       CGS
 TE0374
 TE0374                          STATION DESCRIPTION
 TE0374
 TE0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0374'3.1 MI W FROM PETERSBURG.
 TE0374'ABOUT 2.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0374'AT PETERSBURG, THENCE 0.3 MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN
 TE0374'S 36, R 58 W, T 153 N, 0.05 MILE NORTHEAST ACROSS THE ROAD FROM AN
 TE0374'ABANDONED FARMHOUSE, 58 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.0
 TE0374'FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 TE0374'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0374'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0473 ***********************************************************************
 TE0473  DESIGNATION -  E 266
 TE0473  PID         -  TE0473
 TE0473  STATE/COUNTY-  ND/WALSH
 TE0473  USGS QUAD   -  FAIRDALE (1972)
 TE0473
 TE0473                         *CURRENT SURVEY CONTROL
 TE0473  ___________________________________________________________________
 TE0473* NAD 83(1986)-  48 24 45.     (N)    098 13 53.     (W)     SCALED    
 TE0473* NAVD 88     -       479.697  (meters)    1573.81   (feet)  ADJUSTED  
 TE0473  ___________________________________________________________________
 TE0473  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 TE0473  DYNAMIC HT  -         479.796 (meters)    1574.13  (feet)  COMP
 TE0473  MODELED GRAV-     980,802.2   (mgal)                       NAVD 88
 TE0473
 TE0473  VERT ORDER  -  SECOND    CLASS 0
 TE0473
 TE0473.The horizontal coordinates were scaled from a topographic map and have
 TE0473.an estimated accuracy of +/- 6 seconds.
 TE0473
 TE0473.The orthometric height was determined by differential leveling
 TE0473.and adjusted by the National Geodetic Survey in June 1991..
 TE0473
 TE0473.The geoid height was determined by GEOID03.
 TE0473
 TE0473.The dynamic height is computed by dividing the NAVD 88
 TE0473.geopotential number by the normal gravity value computed on the
 TE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0473.degrees latitude (g = 980.6199 gals.).
 TE0473
 TE0473.The modeled gravity was interpolated from observed gravity values.
 TE0473
 TE0473;                    North         East    Units  Estimated Accuracy
 TE0473;SPC ND N     -   159,520.      767,910.      MT  (+/- 180 meters Scaled)
 TE0473
 TE0473                          SUPERSEDED SURVEY CONTROL
 TE0473
 TE0473  NGVD 29 (??/??/92)  479.324  (m)         1572.58   (f) ADJ UNCH    2 0
 TE0473
 TE0473.Superseded values are not recommended for survey control.
 TE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0473.See file dsdata.txt to determine how the superseded data were derived.
 TE0473
 TE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU568624(NAD 83)
 TE0473_MARKER: DB = BENCH MARK DISK
 TE0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0473_STAMPING: E 266 1963
 TE0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0473+STABILITY: SURFACE MOTION
 TE0473
 TE0473  HISTORY     - Date     Condition        Report By
 TE0473  HISTORY     - 1963     MONUMENTED       CGS
 TE0473  HISTORY     - 1964     GOOD             NGS
 TE0473
 TE0473                          STATION DESCRIPTION
 TE0473
 TE0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0473'5.2 MI S FROM FAIRDALE.
 TE0473'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0473'AT FAIRDALE, IN S 22, R 59 W, T 157 N, 121 FEET SOUTHWEST OF THE
 TE0473'CENTER OF THE INTERSECTION OF STATE HIGHWAY 17, 100 FEET SOUTH OF THE
 TE0473'CENTERLINE OF THE HIGHWAY, 65 FEET WEST OF THE CENTERLINE OF THE PAVED
 TE0473'ROAD, 4.5 FEET NORTH OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET
 TE0473'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TE0473'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 TE0473
 TE0473                          STATION RECOVERY (1964)
 TE0473
 TE0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0597 ***********************************************************************
 TE0597  DESIGNATION -  E 267
 TE0597  PID         -  TE0597
 TE0597  STATE/COUNTY-  ND/WALSH
 TE0597  USGS QUAD   -  PELTO (1971)
 TE0597
 TE0597                         *CURRENT SURVEY CONTROL
 TE0597  ___________________________________________________________________
 TE0597* NAD 83(1986)-  48 14 17.     (N)    098 11 02.     (W)     SCALED    
 TE0597* NAVD 88     -       465.503  (meters)    1527.24   (feet)  ADJUSTED  
 TE0597  ___________________________________________________________________
 TE0597  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 TE0597  DYNAMIC HT  -         465.586 (meters)    1527.51  (feet)  COMP
 TE0597  MODELED GRAV-     980,774.6   (mgal)                       NAVD 88
 TE0597
 TE0597  VERT ORDER  -  SECOND    CLASS 0
 TE0597
 TE0597.The horizontal coordinates were scaled from a topographic map and have
 TE0597.an estimated accuracy of +/- 6 seconds.
 TE0597
 TE0597.The orthometric height was determined by differential leveling
 TE0597.and adjusted by the National Geodetic Survey in June 1991..
 TE0597
 TE0597.The geoid height was determined by GEOID03.
 TE0597
 TE0597.The dynamic height is computed by dividing the NAVD 88
 TE0597.geopotential number by the normal gravity value computed on the
 TE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0597.degrees latitude (g = 980.6199 gals.).
 TE0597
 TE0597.The modeled gravity was interpolated from observed gravity values.
 TE0597
 TE0597;                    North         East    Units  Estimated Accuracy
 TE0597;SPC ND N     -   140,240.      772,010.      MT  (+/- 180 meters Scaled)
 TE0597
 TE0597                          SUPERSEDED SURVEY CONTROL
 TE0597
 TE0597  NGVD 29 (??/??/92)  465.126  (m)         1526.00   (f) ADJ UNCH    2 0
 TE0597
 TE0597.Superseded values are not recommended for survey control.
 TE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0597.See file dsdata.txt to determine how the superseded data were derived.
 TE0597
 TE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU605430(NAD 83)
 TE0597_MARKER: DB = BENCH MARK DISK
 TE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0597_STAMPING: E 267 1963
 TE0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0597+STABILITY: SURFACE MOTION
 TE0597
 TE0597  HISTORY     - Date     Condition        Report By
 TE0597  HISTORY     - 1963     MONUMENTED       CGS
 TE0597
 TE0597                          STATION DESCRIPTION
 TE0597
 TE0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0597'7.5 MI N FROM PELTO.
 TE0597'ABOUT 5.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0597'CROSSING AT PELTO, THENCE 2.0 MILES EAST ALONG GRAVELED COUNTY ROAD
 TE0597'19, IN S 24, R 59 W, T 155 N, 72 FEET SOUTHEAST OF THE CENTER OF THE
 TE0597'INTERSECTION OF A NORTH-SOUTH ROAD, 63 FEET SOUTH OF THE CENTERLINE OF
 TE0597'THE ROAD, 32 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2.5
 TE0597'FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TE0597'ABOUT 1 FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP
 TE0597'OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0580 ***********************************************************************
 TD0580  DESIGNATION -  E 268
 TD0580  PID         -  TD0580
 TD0580  STATE/COUNTY-  ND/NELSON
 TD0580  USGS QUAD   -  DAHLEN (1971)
 TD0580
 TD0580                         *CURRENT SURVEY CONTROL
 TD0580  ___________________________________________________________________
 TD0580* NAD 83(1986)-  48 09 56.     (N)    097 59 24.     (W)     SCALED    
 TD0580* NAVD 88     -       454.660  (meters)    1491.66   (feet)  ADJUSTED  
 TD0580  ___________________________________________________________________
 TD0580  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 TD0580  DYNAMIC HT  -         454.738 (meters)    1491.92  (feet)  COMP
 TD0580  MODELED GRAV-     980,770.2   (mgal)                       NAVD 88
 TD0580
 TD0580  VERT ORDER  -  SECOND    CLASS 0
 TD0580
 TD0580.The horizontal coordinates were scaled from a topographic map and have
 TD0580.an estimated accuracy of +/- 6 seconds.
 TD0580
 TD0580.The orthometric height was determined by differential leveling
 TD0580.and adjusted by the National Geodetic Survey in June 1991..
 TD0580
 TD0580.The geoid height was determined by GEOID03.
 TD0580
 TD0580.The dynamic height is computed by dividing the NAVD 88
 TD0580.geopotential number by the normal gravity value computed on the
 TD0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0580.degrees latitude (g = 980.6199 gals.).
 TD0580
 TD0580.The modeled gravity was interpolated from observed gravity values.
 TD0580
 TD0580;                    North         East    Units  Estimated Accuracy
 TD0580;SPC ND N     -   132,630.      786,670.      MT  (+/- 180 meters Scaled)
 TD0580
 TD0580                          SUPERSEDED SURVEY CONTROL
 TD0580
 TD0580  NGVD 29 (??/??/92)  454.286  (m)         1490.44   (f) ADJ UNCH    2 0
 TD0580
 TD0580.Superseded values are not recommended for survey control.
 TD0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0580.See file dsdata.txt to determine how the superseded data were derived.
 TD0580
 TD0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU751351(NAD 83)
 TD0580_MARKER: DB = BENCH MARK DISK
 TD0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0580_STAMPING: E 268 1963
 TD0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0580+STABILITY: SURFACE MOTION
 TD0580
 TD0580  HISTORY     - Date     Condition        Report By
 TD0580  HISTORY     - 1963     MONUMENTED       CGS
 TD0580  HISTORY     - 1968     GOOD             USAF
 TD0580
 TD0580                          STATION DESCRIPTION
 TD0580
 TD0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0580'3.4 MI W FROM DAHLEN.
 TD0580'ABOUT 0.9 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0580'DAHLEN, THENCE 0.5 MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 TD0580'MILES WEST ALONG A COUNTY ROAD, IN S 17, R 57 W, T 154 N, 100 FEET
 TD0580'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 85
 TD0580'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 57.5 FEET SOUTH
 TD0580'OF THE CENTERLINE OF THE EAST-WEST ROAD, 5.0 FEET NORTH OF A TELEPHONE
 TD0580'POLE BRACED BY A GUY WIRE, 1.5 FEET EAST OF A METAL WITNESS POST,
 TD0580'ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TD0580'CONCRETE POST PROJECTING 0.5 FOOT.
 TD0580
 TD0580                          STATION RECOVERY (1968)
 TD0580
 TD0580'RECOVERY NOTE BY US AIR FORCE 1968
 TD0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0566 ***********************************************************************
 TD0566  DESIGNATION -  E 269
 TD0566  PID         -  TD0566
 TD0566  STATE/COUNTY-  ND/GRAND FORKS
 TD0566  USGS QUAD   -  FORDVILLE SE (1963)
 TD0566
 TD0566                         *CURRENT SURVEY CONTROL
 TD0566  ___________________________________________________________________
 TD0566* NAD 83(1986)-  48 02 08.     (N)    097 51 42.     (W)     SCALED    
 TD0566* NAVD 88     -       424.122  (meters)    1391.47   (feet)  ADJUSTED  
 TD0566  ___________________________________________________________________
 TD0566  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 TD0566  DYNAMIC HT  -         424.193 (meters)    1391.71  (feet)  COMP
 TD0566  MODELED GRAV-     980,767.5   (mgal)                       NAVD 88
 TD0566
 TD0566  VERT ORDER  -  SECOND    CLASS 0
 TD0566
 TD0566.The horizontal coordinates were scaled from a topographic map and have
 TD0566.an estimated accuracy of +/- 6 seconds.
 TD0566
 TD0566.The orthometric height was determined by differential leveling
 TD0566.and adjusted by the National Geodetic Survey in June 1991..
 TD0566
 TD0566.The geoid height was determined by GEOID03.
 TD0566
 TD0566.The dynamic height is computed by dividing the NAVD 88
 TD0566.geopotential number by the normal gravity value computed on the
 TD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0566.degrees latitude (g = 980.6199 gals.).
 TD0566
 TD0566.The modeled gravity was interpolated from observed gravity values.
 TD0566
 TD0566;                    North         East    Units  Estimated Accuracy
 TD0566;SPC ND N     -   118,500.      796,700.      MT  (+/- 180 meters Scaled)
 TD0566
 TD0566                          SUPERSEDED SURVEY CONTROL
 TD0566
 TD0566  NGVD 29 (??/??/92)  423.763  (m)         1390.30   (f) ADJ UNCH    2 0
 TD0566
 TD0566.Superseded values are not recommended for survey control.
 TD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0566.See file dsdata.txt to determine how the superseded data were derived.
 TD0566
 TD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU848208(NAD 83)
 TD0566_MARKER: DB = BENCH MARK DISK
 TD0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0566_STAMPING: E 269 1963
 TD0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0566+STABILITY: SURFACE MOTION
 TD0566
 TD0566  HISTORY     - Date     Condition        Report By
 TD0566  HISTORY     - 1963     MONUMENTED       CGS
 TD0566  HISTORY     - 1983     GOOD             LOCSUR
 TD0566
 TD0566                          STATION DESCRIPTION
 TD0566
 TD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0566'2.8 MI N FROM NIAGARA.
 TD0566'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0566'STATION AT NIAGARA, THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY 32, IN
 TD0566'S 29, R 56 W, T 153 N, 124 FEET NORTHWEST OF THE CENTER OF THE
 TD0566'INTERSECTION OF AN EAST-WEST ROAD, 100 FEET WEST OF THE CENTERLINE OF
 TD0566'THE HIGHWAY, 79 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 TD0566'3.5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1.5 FEET NORTH OF A
 TD0566'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 TD0566'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TD0566
 TD0566                          STATION RECOVERY (1983)
 TD0566
 TD0566'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0102 ***********************************************************************
 RQ0102  DESIGNATION -  E 27
 RQ0102  PID         -  RQ0102
 RQ0102  STATE/COUNTY-  ND/LA MOURE
 RQ0102  USGS QUAD   -  BERLIN (1956)
 RQ0102
 RQ0102                         *CURRENT SURVEY CONTROL
 RQ0102  ___________________________________________________________________
 RQ0102* NAD 83(1986)-  46 28 19.     (N)    098 23 49.     (W)     SCALED    
 RQ0102* NAVD 88     -       402.491  (meters)    1320.51   (feet)  ADJUSTED  
 RQ0102  ___________________________________________________________________
 RQ0102  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 RQ0102  DYNAMIC HT  -         402.496 (meters)    1320.52  (feet)  COMP
 RQ0102  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 RQ0102
 RQ0102  VERT ORDER  -  FIRST     CLASS II
 RQ0102
 RQ0102.The horizontal coordinates were scaled from a topographic map and have
 RQ0102.an estimated accuracy of +/- 6 seconds.
 RQ0102
 RQ0102.The orthometric height was determined by differential leveling
 RQ0102.and adjusted by the National Geodetic Survey in June 1991..
 RQ0102
 RQ0102.The geoid height was determined by GEOID03.
 RQ0102
 RQ0102.The dynamic height is computed by dividing the NAVD 88
 RQ0102.geopotential number by the normal gravity value computed on the
 RQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0102.degrees latitude (g = 980.6199 gals.).
 RQ0102
 RQ0102.The modeled gravity was interpolated from observed gravity values.
 RQ0102
 RQ0102;                    North         East    Units  Estimated Accuracy
 RQ0102;SPC ND S     -    91,670.      761,490.      MT  (+/- 180 meters Scaled)
 RQ0102
 RQ0102                          SUPERSEDED SURVEY CONTROL
 RQ0102
 RQ0102  NGVD 29 (??/??/92)  402.152  (m)         1319.39   (f) ADJ UNCH    1 2
 RQ0102
 RQ0102.Superseded values are not recommended for survey control.
 RQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0102.See file dsdata.txt to determine how the superseded data were derived.
 RQ0102
 RQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS462466(NAD 83)
 RQ0102_MARKER: DB = BENCH MARK DISK
 RQ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0102_STAMPING: E 27 1934
 RQ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0102+STABILITY: SURFACE MOTION
 RQ0102
 RQ0102  HISTORY     - Date     Condition        Report By
 RQ0102  HISTORY     - 1934     MONUMENTED       CGS
 RQ0102  HISTORY     - 1941     GOOD             NGS
 RQ0102
 RQ0102                          STATION DESCRIPTION
 RQ0102
 RQ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0102'2.2 MI NW FROM GRAND RAPIDS.
 RQ0102'2.2 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0102'STATION AT GRAND RAPIDS, LA MOURE COUNTY, AT MILEPOST 39, ABOUT 7
 RQ0102'POLES SOUTHEAST OF A ROAD CROSSING, 33 FEET NORTHEAST OF THE CENTER
 RQ0102'LINE OF THE TRACK, 4 FEET SOUTHEAST OF A POLE, AND ABOUT 1 FOOT LOWER
 RQ0102'THAN THE TRACK.  A STANDARD DISK, STAMPED E 27 1934 AND SET IN THE TOP
 RQ0102'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0577 ***********************************************************************
 TD0577  DESIGNATION -  E 270
 TD0577  PID         -  TD0577
 TD0577  STATE/COUNTY-  ND/GRAND FORKS
 TD0577  USGS QUAD   -  FORDVILLE (1979)
 TD0577
 TD0577                         *CURRENT SURVEY CONTROL
 TD0577  ___________________________________________________________________
 TD0577* NAD 83(1986)-  48 09 18.     (N)    097 51 37.     (W)     SCALED    
 TD0577* NAVD 88     -       374.742  (meters)    1229.47   (feet)  ADJUSTED  
 TD0577  ___________________________________________________________________
 TD0577  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0577  DYNAMIC HT  -         374.812 (meters)    1229.70  (feet)  COMP
 TD0577  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 TD0577
 TD0577  VERT ORDER  -  SECOND    CLASS 0
 TD0577
 TD0577.The horizontal coordinates were scaled from a topographic map and have
 TD0577.an estimated accuracy of +/- 6 seconds.
 TD0577
 TD0577.The orthometric height was determined by differential leveling
 TD0577.and adjusted by the National Geodetic Survey in June 1991..
 TD0577
 TD0577.The geoid height was determined by GEOID03.
 TD0577
 TD0577.The dynamic height is computed by dividing the NAVD 88
 TD0577.geopotential number by the normal gravity value computed on the
 TD0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0577.degrees latitude (g = 980.6199 gals.).
 TD0577
 TD0577.The modeled gravity was interpolated from observed gravity values.
 TD0577
 TD0577;                    North         East    Units  Estimated Accuracy
 TD0577;SPC ND N     -   131,780.      796,350.      MT  (+/- 180 meters Scaled)
 TD0577
 TD0577                          SUPERSEDED SURVEY CONTROL
 TD0577
 TD0577  NGVD 29 (??/??/92)  374.38   (m)         1228.3    (f) COMPUTED    2 0
 TD0577
 TD0577.Superseded values are not recommended for survey control.
 TD0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0577.See file dsdata.txt to determine how the superseded data were derived.
 TD0577
 TD0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU847341(NAD 83)
 TD0577_MARKER: DB = BENCH MARK DISK
 TD0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0577_STAMPING: E 270 1963
 TD0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0577+STABILITY: SURFACE MOTION
 TD0577
 TD0577  HISTORY     - Date     Condition        Report By
 TD0577  HISTORY     - 1963     MONUMENTED       CGS
 TD0577
 TD0577                          STATION DESCRIPTION
 TD0577
 TD0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0577'3.9 MI E FROM DAHLEN.
 TD0577'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0577'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0577'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 0.3 MILE NORTH ALONG
 TD0577'STATE HIGHWAY 32, IN S 17, R 56 W, T 154 N, ON THE NORTH SLOPE OF A
 TD0577'SMALL HILL, 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET
 TD0577'EAST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TD0577'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TD0577'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1077 ***********************************************************************
 TE1077  DESIGNATION -  E 271
 TE1077  PID         -  TE1077
 TE1077  STATE/COUNTY-  ND/CAVALIER
 TE1077  USGS QUAD   -  HAMPDEN (1970)
 TE1077
 TE1077                         *CURRENT SURVEY CONTROL
 TE1077  ___________________________________________________________________
 TE1077* NAD 83(1986)-  48 32 38.     (N)    098 43 57.     (W)     SCALED    
 TE1077* NAVD 88     -       474.943  (meters)    1558.21   (feet)  ADJUSTED  
 TE1077  ___________________________________________________________________
 TE1077  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE1077  DYNAMIC HT  -         475.038 (meters)    1558.52  (feet)  COMP
 TE1077  MODELED GRAV-     980,796.5   (mgal)                       NAVD 88
 TE1077
 TE1077  VERT ORDER  -  SECOND    CLASS 0
 TE1077
 TE1077.The horizontal coordinates were scaled from a topographic map and have
 TE1077.an estimated accuracy of +/- 6 seconds.
 TE1077
 TE1077.The orthometric height was determined by differential leveling
 TE1077.and adjusted by the National Geodetic Survey in June 1991..
 TE1077
 TE1077.The geoid height was determined by GEOID03.
 TE1077
 TE1077.The dynamic height is computed by dividing the NAVD 88
 TE1077.geopotential number by the normal gravity value computed on the
 TE1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1077.degrees latitude (g = 980.6199 gals.).
 TE1077
 TE1077.The modeled gravity was interpolated from observed gravity values.
 TE1077
 TE1077;                    North         East    Units  Estimated Accuracy
 TE1077;SPC ND N     -   173,150.      730,490.      MT  (+/- 180 meters Scaled)
 TE1077
 TE1077                          SUPERSEDED SURVEY CONTROL
 TE1077
 TE1077  NGVD 29 (??/??/92)  474.550  (m)         1556.92   (f) ADJ UNCH    2 0
 TE1077
 TE1077.Superseded values are not recommended for survey control.
 TE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1077.See file dsdata.txt to determine how the superseded data were derived.
 TE1077
 TE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU197767(NAD 83)
 TE1077_MARKER: DB = BENCH MARK DISK
 TE1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1077_STAMPING: E 271 1963
 TE1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1077+STABILITY: SURFACE MOTION
 TE1077
 TE1077  HISTORY     - Date     Condition        Report By
 TE1077  HISTORY     - 1963     MONUMENTED       CGS
 TE1077
 TE1077                          STATION DESCRIPTION
 TE1077
 TE1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1077'3.9 MI W FROM HAMPDEN.
 TE1077'ABOUT 3.9 MILES WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1077'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 35, R 63 W, T 159
 TE1077'N, 306 FEET WEST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 62
 TE1077'FEET SOUTHEAST OF THE SECOND POWER POLE WEST OF THE INTERSECTION, 53.5
 TE1077'FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING NORTH TO A
 TE1077'CULTIVATED FIELD, 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.0
 TE1077'FOOT SOUTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 TE1077'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE1077'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0766 ***********************************************************************
 TE0766  DESIGNATION -  E 272
 TE0766  PID         -  TE0766
 TE0766  STATE/COUNTY-  ND/RAMSEY
 TE0766  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0766
 TE0766                         *CURRENT SURVEY CONTROL
 TE0766  ___________________________________________________________________
 TE0766* NAD 83(1986)-  48 24 49.     (N)    098 48 14.     (W)     SCALED    
 TE0766* NAVD 88     -       452.514  (meters)    1484.62   (feet)  ADJUSTED  
 TE0766  ___________________________________________________________________
 TE0766  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 TE0766  DYNAMIC HT  -         452.603 (meters)    1484.91  (feet)  COMP
 TE0766  MODELED GRAV-     980,792.2   (mgal)                       NAVD 88
 TE0766
 TE0766  VERT ORDER  -  SECOND    CLASS 0
 TE0766
 TE0766.The horizontal coordinates were scaled from a topographic map and have
 TE0766.an estimated accuracy of +/- 6 seconds.
 TE0766
 TE0766.The orthometric height was determined by differential leveling
 TE0766.and adjusted by the National Geodetic Survey in June 1991..
 TE0766
 TE0766.The geoid height was determined by GEOID03.
 TE0766
 TE0766.The dynamic height is computed by dividing the NAVD 88
 TE0766.geopotential number by the normal gravity value computed on the
 TE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0766.degrees latitude (g = 980.6199 gals.).
 TE0766
 TE0766.The modeled gravity was interpolated from observed gravity values.
 TE0766
 TE0766;                    North         East    Units  Estimated Accuracy
 TE0766;SPC ND N     -   158,550.      725,540.      MT  (+/- 180 meters Scaled)
 TE0766
 TE0766                          SUPERSEDED SURVEY CONTROL
 TE0766
 TE0766  NGVD 29 (??/??/92)  452.130  (m)         1483.36   (f) ADJ UNCH    2 0
 TE0766
 TE0766.Superseded values are not recommended for survey control.
 TE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0766.See file dsdata.txt to determine how the superseded data were derived.
 TE0766
 TE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU145622(NAD 83)
 TE0766_MARKER: DB = BENCH MARK DISK
 TE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0766_STAMPING: E 272 1963
 TE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0766+STABILITY: SURFACE MOTION
 TE0766
 TE0766  HISTORY     - Date     Condition        Report By
 TE0766  HISTORY     - 1963     MONUMENTED       CGS
 TE0766
 TE0766                          STATION DESCRIPTION
 TE0766
 TE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0766'6.5 MI SE FROM STARKWEATHER.
 TE0766'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0766'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 3.8 MILES EAST ALONG
 TE0766'STATE HIGHWAY 17, IN S 17, R 63 W, T 157 N, ABOUT 0.2 MILE WEST OF A
 TE0766'GRAVELED ROAD INTERSECTION, 104 FEET NORTH OF THE CENTERLINE OF THE
 TE0766'HIGHWAY, 13 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 3.0
 TE0766'FEET EAST OF A POWER POLE AND IN LINE WITH A ROW OF POLES, 1.7 FEET
 TE0766'WEST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE
 TE0766'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1056 ***********************************************************************
 TE1056  DESIGNATION -  E 273
 TE1056  PID         -  TE1056
 TE1056  STATE/COUNTY-  ND/RAMSEY
 TE1056  USGS QUAD   -  MUNICH SW (1971)
 TE1056
 TE1056                         *CURRENT SURVEY CONTROL
 TE1056  ___________________________________________________________________
 TE1056* NAD 83(1986)-  48 30 02.     (N)    098 55 39.     (W)     SCALED    
 TE1056* NAVD 88     -       457.804  (meters)    1501.98   (feet)  ADJUSTED  
 TE1056  ___________________________________________________________________
 TE1056  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE1056  DYNAMIC HT  -         457.897 (meters)    1502.28  (feet)  COMP
 TE1056  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 TE1056
 TE1056  VERT ORDER  -  SECOND    CLASS 0
 TE1056
 TE1056.The horizontal coordinates were scaled from a topographic map and have
 TE1056.an estimated accuracy of +/- 6 seconds.
 TE1056
 TE1056.The orthometric height was determined by differential leveling
 TE1056.and adjusted by the National Geodetic Survey in June 1991..
 TE1056
 TE1056.The geoid height was determined by GEOID03.
 TE1056
 TE1056.The dynamic height is computed by dividing the NAVD 88
 TE1056.geopotential number by the normal gravity value computed on the
 TE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1056.degrees latitude (g = 980.6199 gals.).
 TE1056
 TE1056.The modeled gravity was interpolated from observed gravity values.
 TE1056
 TE1056;                    North         East    Units  Estimated Accuracy
 TE1056;SPC ND N     -   168,020.      716,200.      MT  (+/- 180 meters Scaled)
 TE1056
 TE1056                          SUPERSEDED SURVEY CONTROL
 TE1056
 TE1056  NGVD 29 (??/??/92)  457.415  (m)         1500.70   (f) ADJ UNCH    2 0
 TE1056
 TE1056.Superseded values are not recommended for survey control.
 TE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1056.See file dsdata.txt to determine how the superseded data were derived.
 TE1056
 TE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU053719(NAD 83)
 TE1056_MARKER: DB = BENCH MARK DISK
 TE1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1056_STAMPING: E 273 1963
 TE1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1056+STABILITY: SURFACE MOTION
 TE1056
 TE1056  HISTORY     - Date     Condition        Report By
 TE1056  HISTORY     - 1963     MONUMENTED       CGS
 TE1056
 TE1056                          STATION DESCRIPTION
 TE1056
 TE1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1056'0.9 MI S FROM ST JOE.
 TE1056'ABOUT 0.9 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1056'RAILWAY STATION AT ST. JOE, IN S 17, R 64 W, T 158 N, ABOUT 1.0 MILE
 TE1056'NORTH OF A PAVED ROAD INTERSECTION, 106 FEET NORTHWEST OF THE
 TE1056'INTERSECTION OF A GRAVELED ROAD LEADING EAST AND A DIRT ROAD LEADING
 TE1056'WEST, 73 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 75.5
 TE1056'FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 1.5 FEET NORTH OF A
 TE1056'POWER POLE BRACED BY TWO GUY WIRES AND IN LINE WITH A ROW OF POLES
 TE1056'LEADING SOUTH, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 TE1056'WITH THE DIRT ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING
 TE1056'NORTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0832 ***********************************************************************
 TE0832  DESIGNATION -  E 274
 TE0832  PID         -  TE0832
 TE0832  STATE/COUNTY-  ND/RAMSEY
 TE0832  USGS QUAD   -  DERRICK (1972)
 TE0832
 TE0832                         *CURRENT SURVEY CONTROL
 TE0832  ___________________________________________________________________
 TE0832* NAD 83(1986)-  48 24 27.     (N)    098 37 21.     (W)     SCALED    
 TE0832* NAVD 88     -       459.190  (meters)    1506.53   (feet)  ADJUSTED  
 TE0832  ___________________________________________________________________
 TE0832  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0832  DYNAMIC HT  -         459.278 (meters)    1506.81  (feet)  COMP
 TE0832  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TE0832
 TE0832  VERT ORDER  -  SECOND    CLASS 0
 TE0832
 TE0832.The horizontal coordinates were scaled from a topographic map and have
 TE0832.an estimated accuracy of +/- 6 seconds.
 TE0832
 TE0832.The orthometric height was determined by differential leveling
 TE0832.and adjusted by the National Geodetic Survey in June 1991..
 TE0832
 TE0832.The geoid height was determined by GEOID03.
 TE0832
 TE0832.The dynamic height is computed by dividing the NAVD 88
 TE0832.geopotential number by the normal gravity value computed on the
 TE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0832.degrees latitude (g = 980.6199 gals.).
 TE0832
 TE0832.The modeled gravity was interpolated from observed gravity values.
 TE0832
 TE0832;                    North         East    Units  Estimated Accuracy
 TE0832;SPC ND N     -   158,180.      738,980.      MT  (+/- 180 meters Scaled)
 TE0832
 TE0832                          SUPERSEDED SURVEY CONTROL
 TE0832
 TE0832  NGVD 29 (??/??/92)  458.81   (m)         1505.3    (f) COMPUTED    2 0
 TE0832
 TE0832.Superseded values are not recommended for survey control.
 TE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0832.See file dsdata.txt to determine how the superseded data were derived.
 TE0832
 TE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU279616(NAD 83)
 TE0832_MARKER: DB = BENCH MARK DISK
 TE0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0832_STAMPING: E 274 1963
 TE0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0832+STABILITY: SURFACE MOTION
 TE0832
 TE0832  HISTORY     - Date     Condition        Report By
 TE0832  HISTORY     - 1963     MONUMENTED       CGS
 TE0832
 TE0832                          STATION DESCRIPTION
 TE0832
 TE0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0832'8.3 MI W FROM EDMORE.
 TE0832'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0832'STATION AT EDMORE, THENCE 7.4 MILES WEST ALONG STATE HIGHWAY 17,
 TE0832'THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, IN S 23, R 62 W, T 157 N,
 TE0832'ABOUT 50 YARDS SOUTH OF THE SOUTH EDGE OF A DRY POND, AT THE WEST EDGE
 TE0832'OF A LOW FLAT-TOPPED KNOLL, 32 FEET EAST OF THE CENTERLINE OF THE
 TE0832'ROAD, 2.0 FEET WEST OF A TELEPHONE POLE IN A FENCE LINE, 1.6 FEET
 TE0832'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TE0832'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0834 ***********************************************************************
 TE0834  DESIGNATION -  E 275
 TE0834  PID         -  TE0834
 TE0834  STATE/COUNTY-  ND/RAMSEY
 TE0834  USGS QUAD   -  DERRICK SE (1972)
 TE0834
 TE0834                         *CURRENT SURVEY CONTROL
 TE0834  ___________________________________________________________________
 TE0834* NAD 83(1986)-  48 22 11.     (N)    098 31 01.     (W)     SCALED    
 TE0834* NAVD 88     -       458.551  (meters)    1504.43   (feet)  ADJUSTED  
 TE0834  ___________________________________________________________________
 TE0834  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 TE0834  DYNAMIC HT  -         458.640 (meters)    1504.72  (feet)  COMP
 TE0834  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TE0834
 TE0834  VERT ORDER  -  SECOND    CLASS 0
 TE0834
 TE0834.The horizontal coordinates were scaled from a topographic map and have
 TE0834.an estimated accuracy of +/- 6 seconds.
 TE0834
 TE0834.The orthometric height was determined by differential leveling
 TE0834.and adjusted by the National Geodetic Survey in June 1991..
 TE0834
 TE0834.The geoid height was determined by GEOID03.
 TE0834
 TE0834.The dynamic height is computed by dividing the NAVD 88
 TE0834.geopotential number by the normal gravity value computed on the
 TE0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0834.degrees latitude (g = 980.6199 gals.).
 TE0834
 TE0834.The modeled gravity was interpolated from observed gravity values.
 TE0834
 TE0834;                    North         East    Units  Estimated Accuracy
 TE0834;SPC ND N     -   154,180.      746,900.      MT  (+/- 180 meters Scaled)
 TE0834
 TE0834                          SUPERSEDED SURVEY CONTROL
 TE0834
 TE0834  NGVD 29 (??/??/92)  458.174  (m)         1503.19   (f) ADJ UNCH    2 0
 TE0834
 TE0834.Superseded values are not recommended for survey control.
 TE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0834.See file dsdata.txt to determine how the superseded data were derived.
 TE0834
 TE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU357575(NAD 83)
 TE0834_MARKER: DB = BENCH MARK DISK
 TE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0834_STAMPING: E 275 1963
 TE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0834+STABILITY: SURFACE MOTION
 TE0834
 TE0834  HISTORY     - Date     Condition        Report By
 TE0834  HISTORY     - 1963     MONUMENTED       CGS
 TE0834
 TE0834                          STATION DESCRIPTION
 TE0834
 TE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0834'5.9 MI SW FROM EDMORE.
 TE0834'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0834'RAILWAY STATION AT EDMORE, THENCE 3.1 MILES WEST ALONG A GRAVELED AND
 TE0834'DIRT ROAD, IN S 33, R 61 W, T 157 N, ON THE OUTSIDE OF A LONG CURVE IN
 TE0834'COUNTY ROAD 4, IN THE WYE FORK OF A DIRT ROAD LEADING EAST, 202 FEET
 TE0834'EAST OF THE CENTER OF THE WYE JUNCTION OF THE ROADS, 80 FEET SOUTHEAST
 TE0834'OF THE CENTERLINE OF THE GRAVELED ROAD, 42 FEET NORTH OF THE
 TE0834'CENTERLINE OF THE DIRT ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 TE0834'ABOUT 6 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP
 TE0834'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0898 ***********************************************************************
 TF0898  DESIGNATION -  E 276
 TF0898  PID         -  TF0898
 TF0898  STATE/COUNTY-  ND/WARD
 TF0898  USGS QUAD   -  MINOT NW (1979)
 TF0898
 TF0898                         *CURRENT SURVEY CONTROL
 TF0898  ___________________________________________________________________
 TF0898* NAD 83(1986)-  48 14 17.     (N)    101 23 00.     (W)     SCALED    
 TF0898* NAVD 88     -       481.207  (meters)    1578.76   (feet)  ADJUSTED  
 TF0898  ___________________________________________________________________
 TF0898  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF0898  DYNAMIC HT  -         481.286 (meters)    1579.02  (feet)  COMP
 TF0898  MODELED GRAV-     980,760.9   (mgal)                       NAVD 88
 TF0898
 TF0898  VERT ORDER  -  FIRST     CLASS II
 TF0898
 TF0898.The horizontal coordinates were scaled from a topographic map and have
 TF0898.an estimated accuracy of +/- 6 seconds.
 TF0898
 TF0898.The orthometric height was determined by differential leveling
 TF0898.and adjusted by the National Geodetic Survey in June 1991..
 TF0898
 TF0898.The geoid height was determined by GEOID03.
 TF0898
 TF0898.The dynamic height is computed by dividing the NAVD 88
 TF0898.geopotential number by the normal gravity value computed on the
 TF0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0898.degrees latitude (g = 980.6199 gals.).
 TF0898
 TF0898.The modeled gravity was interpolated from observed gravity values.
 TF0898
 TF0898;                    North         East    Units  Estimated Accuracy
 TF0898;SPC ND N     -   138,030.      534,390.      MT  (+/- 180 meters Scaled)
 TF0898
 TF0898                          SUPERSEDED SURVEY CONTROL
 TF0898
 TF0898  NGVD 29 (??/??/92)  480.835  (m)         1577.54   (f) ADJ UNCH    1 2
 TF0898
 TF0898.Superseded values are not recommended for survey control.
 TF0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0898.See file dsdata.txt to determine how the superseded data were derived.
 TF0898
 TF0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU230455(NAD 83)
 TF0898_MARKER: DB = BENCH MARK DISK
 TF0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0898_STAMPING: E 276 1963
 TF0898_MARK LOGO: CGS   
 TF0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0898+STABILITY: SURFACE MOTION
 TF0898
 TF0898  HISTORY     - Date     Condition        Report By
 TF0898  HISTORY     - 1963     MONUMENTED       CGS
 TF0898  HISTORY     - 1981     GOOD             NGS
 TF0898
 TF0898                          STATION DESCRIPTION
 TF0898
 TF0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0898'3.4 MI SE FROM BURLINGTON.
 TF0898'3.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0898'BURLINGTON, OR 4.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 TF0898'STATION AT MINOT, 4 TELEPHONE POLES WEST OF MILE POST 473, 87 FEET
 TF0898'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 46 FEET NORTH OF THE NORTH
 TF0898'RAIL, 67 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 25 1/2 FEET WEST
 TF0898'OF A FENCE CORNER 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHWEST OF A
 TF0898'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 TF0898'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF0898
 TF0898                          STATION RECOVERY (1981)
 TF0898
 TF0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1123 ***********************************************************************
 TF1123  DESIGNATION -  E 277
 TF1123  PID         -  TF1123
 TF1123  STATE/COUNTY-  ND/RENVILLE
 TF1123  USGS QUAD   -  HARTLAND (1949)
 TF1123
 TF1123                         *CURRENT SURVEY CONTROL
 TF1123  ___________________________________________________________________
 TF1123* NAD 83(1986)-  48 29 09.     (N)    101 50 04.     (W)     SCALED    
 TF1123* NAVD 88     -       530.966  (meters)    1742.01   (feet)  ADJUSTED  
 TF1123  ___________________________________________________________________
 TF1123  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TF1123  DYNAMIC HT  -         531.063 (meters)    1742.33  (feet)  COMP
 TF1123  MODELED GRAV-     980,775.0   (mgal)                       NAVD 88
 TF1123
 TF1123  VERT ORDER  -  FIRST     CLASS II
 TF1123
 TF1123.The horizontal coordinates were scaled from a topographic map and have
 TF1123.an estimated accuracy of +/- 6 seconds.
 TF1123
 TF1123.The orthometric height was determined by differential leveling
 TF1123.and adjusted by the National Geodetic Survey in June 1991..
 TF1123
 TF1123.The geoid height was determined by GEOID03.
 TF1123
 TF1123.The dynamic height is computed by dividing the NAVD 88
 TF1123.geopotential number by the normal gravity value computed on the
 TF1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1123.degrees latitude (g = 980.6199 gals.).
 TF1123
 TF1123.The modeled gravity was interpolated from observed gravity values.
 TF1123
 TF1123;                    North         East    Units  Estimated Accuracy
 TF1123;SPC ND N     -   166,060.      501,360.      MT  (+/- 180 meters Scaled)
 TF1123
 TF1123                          SUPERSEDED SURVEY CONTROL
 TF1123
 TF1123  NGVD 29 (??/??/92)  530.562  (m)         1740.69   (f) ADJ UNCH    1 2
 TF1123
 TF1123.Superseded values are not recommended for survey control.
 TF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1123.See file dsdata.txt to determine how the superseded data were derived.
 TF1123
 TF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU905741(NAD 83)
 TF1123_MARKER: DB = BENCH MARK DISK
 TF1123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TF1123_SP_SET: CULVERT HEADWALL
 TF1123_STAMPING: E 277 1963
 TF1123_MARK LOGO: CGS   
 TF1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1123+STABILITY: SURFACE MOTION
 TF1123
 TF1123  HISTORY     - Date     Condition        Report By
 TF1123  HISTORY     - 1963     MONUMENTED       CGS
 TF1123  HISTORY     - 19850523 GOOD             NGS
 TF1123
 TF1123                          STATION DESCRIPTION
 TF1123
 TF1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1123'2.45 MI SE FROM DONNYBROOK.
 TF1123'2.45 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1123'DONNYBROOK, 0.45 MILE SOUTHEAST OF THE WARD-RENVILLE COUNTY LINE, 0.3
 TF1123'MILE EAST OF A ROAD INTERSECTION, 0.2 MILE NORTHWEST OF MILE POST 501,
 TF1123'143 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 21 FEET
 TF1123'NORTH-NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 52, ABOUT LEVEL
 TF1123'WITH THE TRACKS, AND SET IN THE CENTER OF THE TOP OF THE
 TF1123'NORTH-NORTHEAST CONCRETE HEADWALL OF A DOUBLE CHANNEL CULVERT UNDER
 TF1123'THE HIGHWAY.
 TF1123
 TF1123                          STATION RECOVERY (1985)
 TF1123
 TF1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TF1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2400 ***********************************************************************
 TF2400  DESIGNATION -  E 277 RESET
 TF2400  PID         -  TF2400
 TF2400  STATE/COUNTY-  ND/RENVILLE
 TF2400  USGS QUAD   -  HARTLAND (1949)
 TF2400
 TF2400                         *CURRENT SURVEY CONTROL
 TF2400  ___________________________________________________________________
 TF2400* NAD 83(1986)-  48 29 09.     (N)    101 50 04.     (W)     SCALED    
 TF2400* NAVD 88     -       529.84   (meters)    1738.3    (feet)  RESET     
 TF2400  ___________________________________________________________________
 TF2400  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TF2400
 TF2400  VERT ORDER  -  THIRD
 TF2400
 TF2400.The horizontal coordinates were scaled from a topographic map and have
 TF2400.an estimated accuracy of +/- 6 seconds.
 TF2400
 TF2400.The orthometric height was computed from unverified reset data.
 TF2400.No vertical observational check was made to the station.
 TF2400
 TF2400.The geoid height was determined by GEOID03.
 TF2400
 TF2400;                    North         East    Units  Estimated Accuracy
 TF2400;SPC ND N     -   166,060.      501,360.      MT  (+/- 180 meters Scaled)
 TF2400
 TF2400                          SUPERSEDED SURVEY CONTROL
 TF2400
 TF2400  NGVD 29 (11/04/04)  529.44   (m)         1737.0    (f) RESET       3  
 TF2400
 TF2400.Superseded values are not recommended for survey control.
 TF2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2400.See file dsdata.txt to determine how the superseded data were derived.
 TF2400
 TF2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU905741(NAD 83)
 TF2400_MARKER: DV = VERTICAL CONTROL DISK
 TF2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2400_SP_SET: CONCRETE POST
 TF2400_STAMPING: E 277 RESET 1985
 TF2400_MARK LOGO: NGS   
 TF2400_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2400+STABILITY: SURFACE MOTION
 TF2400
 TF2400  HISTORY     - Date     Condition        Report By
 TF2400  HISTORY     - 1985     MONUMENTED       NGS
 TF2400
 TF2400                          STATION DESCRIPTION
 TF2400
 TF2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TF2400'2.45 MILES (3.94 KM) SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF2400'STATION IN DONNYBROOK, 0.45 MILE (0.72 KM) SOUTHEAST OF THE
 TF2400'WARD-RENVILLE COUNTY LINE, 0.3 MILE (0.5 KM) EAST OF A ROAD
 TF2400'INTERSECTION, 0.2 MILE (0.3 KM) NORTHWEST OF MILE POST 501, 42 M
 TF2400'(137.8 FT) NORTHEAST OF CENTERLINE OF HIGHWAY 52, 9 M (29.5 FT)
 TF2400'SOUTHWEST OF CENTERLINE OF TRACK, 0.3 M (1.0 FT) SOUTHEAST OF WITNESS
 TF2400'POST, PROJECTING 2 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1599 ***********************************************************************
 TF1599  DESIGNATION -  E 278
 TF1599  PID         -  TF1599
 TF1599  STATE/COUNTY-  ND/WARD
 TF1599  USGS QUAD   -  NORMA (1948)
 TF1599
 TF1599                         *CURRENT SURVEY CONTROL
 TF1599  ___________________________________________________________________
 TF1599* NAD 83(1986)-  48 40 37.     (N)    101 59 40.     (W)     SCALED    
 TF1599* NAVD 88     -       587.559  (meters)    1927.68   (feet)  ADJUSTED  
 TF1599  ___________________________________________________________________
 TF1599  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TF1599  DYNAMIC HT  -         587.673 (meters)    1928.06  (feet)  COMP
 TF1599  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 TF1599
 TF1599  VERT ORDER  -  SECOND    CLASS 0
 TF1599
 TF1599.The horizontal coordinates were scaled from a topographic map and have
 TF1599.an estimated accuracy of +/- 6 seconds.
 TF1599
 TF1599.The orthometric height was determined by differential leveling
 TF1599.and adjusted by the National Geodetic Survey in June 1991..
 TF1599
 TF1599.The geoid height was determined by GEOID03.
 TF1599
 TF1599.The dynamic height is computed by dividing the NAVD 88
 TF1599.geopotential number by the normal gravity value computed on the
 TF1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1599.degrees latitude (g = 980.6199 gals.).
 TF1599
 TF1599.The modeled gravity was interpolated from observed gravity values.
 TF1599
 TF1599;                    North         East    Units  Estimated Accuracy
 TF1599;SPC ND N     -   187,520.      489,950.      MT  (+/- 180 meters Scaled)
 TF1599
 TF1599                          SUPERSEDED SURVEY CONTROL
 TF1599
 TF1599  NGVD 29 (??/??/92)  587.170  (m)         1926.41   (f) ADJ UNCH    2 0
 TF1599
 TF1599.Superseded values are not recommended for survey control.
 TF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1599.See file dsdata.txt to determine how the superseded data were derived.
 TF1599
 TF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU795958(NAD 83)
 TF1599_MARKER: DB = BENCH MARK DISK
 TF1599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1599_SP_SET: 12 FEET
 TF1599_STAMPING: E 278 1963
 TF1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1599
 TF1599  HISTORY     - Date     Condition        Report By
 TF1599  HISTORY     - 1963     MONUMENTED       CGS
 TF1599
 TF1599                          STATION DESCRIPTION
 TF1599
 TF1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1599'5.1 MI E FROM KENMARE.
 TF1599'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1599'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TF1599'52, THENCE 3.5 MILES EAST ALONG COUNTY ROAD 2, 56 FEET NORTHWEST OF
 TF1599'THE CENTER OF A ROAD INTERSECTION, 45 FEET NORTH OF THE CENTER LINE OF
 TF1599'THE COUNTY ROAD, 42 FEET SOUTHEAST OF A POWER POLE, 1.8 FEET NORTH OF
 TF1599'A CORNER FENCE POST, 1.0 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 TF1599'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF1599'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 TF1599'OF 12 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1999 ***********************************************************************
 TF1999  DESIGNATION -  E 278 RESET
 TF1999  PID         -  TF1999
 TF1999  STATE/COUNTY-  ND/WARD
 TF1999  USGS QUAD   -  NORMA (1948)
 TF1999
 TF1999                         *CURRENT SURVEY CONTROL
 TF1999  ___________________________________________________________________
 TF1999* NAD 83(1986)-  48 40 37.     (N)    101 59 40.     (W)     SCALED    
 TF1999* NAVD 88     -       587.69   (meters)    1928.1    (feet)  RESET     
 TF1999  ___________________________________________________________________
 TF1999  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TF1999
 TF1999  VERT ORDER  -  THIRD
 TF1999
 TF1999.The horizontal coordinates were scaled from a topographic map and have
 TF1999.an estimated accuracy of +/- 6 seconds.
 TF1999
 TF1999.The orthometric height was computed from unverified reset data.
 TF1999.No vertical observational check was made to the station.
 TF1999
 TF1999.The geoid height was determined by GEOID03.
 TF1999
 TF1999;                    North         East    Units  Estimated Accuracy
 TF1999;SPC ND N     -   187,520.      489,950.      MT  (+/- 180 meters Scaled)
 TF1999
 TF1999                          SUPERSEDED SURVEY CONTROL
 TF1999
 TF1999  NGVD 29 (11/04/04)  587.30   (m)         1926.8    (f) RESET       3  
 TF1999
 TF1999.Superseded values are not recommended for survey control.
 TF1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1999.See file dsdata.txt to determine how the superseded data were derived.
 TF1999
 TF1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU795958(NAD 83)
 TF1999_MARKER: DB = BENCH MARK DISK
 TF1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1999_STAMPING: E 278 RESET 1980
 TF1999_PROJECTION: PROJECTING 3 CENTIMETERS
 TF1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1999+STABILITY: SURFACE MOTION
 TF1999
 TF1999  HISTORY     - Date     Condition        Report By
 TF1999  HISTORY     - 1980     MONUMENTED       LOCENG
 TF1999
 TF1999                          STATION DESCRIPTION
 TF1999
 TF1999'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 TF1999'5.1 MI NE FROM KENMARE.
 TF1999'0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1999'KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2, TO U.S. HIGHWAY
 TF1999'52, THENCE 3.5 MILES EAST ALONG COUNTY ROAD 2, 101 FEET NORTHWEST OF
 TF1999'THE CENTER OF A ROAD INTERSECTION, 75 FEET NORTH OF THE CENTERLINE OF
 TF1999'THE COUNTY ROAD, AND 9 FEET NORTHEAST OF A POWER POLE.
 TF1999'THE MARK IS 1.5 FT  SW FROM A WITNESS POST.
 TF1999'THE MARK IS 3 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1621 ***********************************************************************
 TF1621  DESIGNATION -  E 279
 TF1621  PID         -  TF1621
 TF1621  STATE/COUNTY-  ND/RENVILLE
 TF1621  USGS QUAD   -  GREENE (1949)
 TF1621
 TF1621                         *CURRENT SURVEY CONTROL
 TF1621  ___________________________________________________________________
 TF1621* NAD 83(1986)-  48 40 10.     (N)    101 41 28.     (W)     SCALED    
 TF1621* NAVD 88     -       489.070  (meters)    1604.56   (feet)  ADJUSTED  
 TF1621  ___________________________________________________________________
 TF1621  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1621  DYNAMIC HT  -         489.170 (meters)    1604.89  (feet)  COMP
 TF1621  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 TF1621
 TF1621  VERT ORDER  -  SECOND    CLASS 0
 TF1621
 TF1621.The horizontal coordinates were scaled from a topographic map and have
 TF1621.an estimated accuracy of +/- 6 seconds.
 TF1621
 TF1621.The orthometric height was determined by differential leveling
 TF1621.and adjusted by the National Geodetic Survey in June 1991..
 TF1621
 TF1621.The geoid height was determined by GEOID03.
 TF1621
 TF1621.The dynamic height is computed by dividing the NAVD 88
 TF1621.geopotential number by the normal gravity value computed on the
 TF1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1621.degrees latitude (g = 980.6199 gals.).
 TF1621
 TF1621.The modeled gravity was interpolated from observed gravity values.
 TF1621
 TF1621;                    North         East    Units  Estimated Accuracy
 TF1621;SPC ND N     -   186,300.      512,270.      MT  (+/- 180 meters Scaled)
 TF1621
 TF1621                          SUPERSEDED SURVEY CONTROL
 TF1621
 TF1621  NGVD 29 (??/??/92)  488.710  (m)         1603.38   (f) ADJ UNCH    2 0
 TF1621
 TF1621.Superseded values are not recommended for survey control.
 TF1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1621.See file dsdata.txt to determine how the superseded data were derived.
 TF1621
 TF1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU018942(NAD 83)
 TF1621_MARKER: DB = BENCH MARK DISK
 TF1621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1621_SP_SET: 16 FEET
 TF1621_STAMPING: E 279 1963
 TF1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1621
 TF1621  HISTORY     - Date     Condition        Report By
 TF1621  HISTORY     - 1963     MONUMENTED       CGS
 TF1621
 TF1621                          STATION DESCRIPTION
 TF1621
 TF1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1621'1.25 MI NE FROM GREENE.
 TF1621'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1621'STATION AT GREENE, THENCE 1.0 MILES NORTHEAST ALONG STATE ROAD 28, 207
 TF1621'FEET NORTHEAST OF THE NORTHEAST EDGE OF A LAKE, 75 FEET WEST OF THE
 TF1621'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 1 1/2 FEET
 TF1621'NORTHEAST OF A CORNER FENCE POST, 1.5 FEET NORTHWEST OF A METAL
 TF1621'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE ROAD AND SET ON THE
 TF1621'TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED
 TF1621'IN A 6-INCH TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0237 ***********************************************************************
 RQ0237  DESIGNATION -  E 28
 RQ0237  PID         -  RQ0237
 RQ0237  STATE/COUNTY-  ND/STUTSMAN
 RQ0237  USGS QUAD   -  JAMESTOWN (1990)
 RQ0237
 RQ0237                         *CURRENT SURVEY CONTROL
 RQ0237  ___________________________________________________________________
 RQ0237* NAD 83(1986)-  46 54 33.     (N)    098 41 58.     (W)     SCALED    
 RQ0237* NAVD 88     -       433.587  (meters)    1422.53   (feet)  ADJUSTED  
 RQ0237  ___________________________________________________________________
 RQ0237  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RQ0237  DYNAMIC HT  -         433.606 (meters)    1422.59  (feet)  COMP
 RQ0237  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 RQ0237
 RQ0237  VERT ORDER  -  FIRST     CLASS II
 RQ0237
 RQ0237.The horizontal coordinates were scaled from a topographic map and have
 RQ0237.an estimated accuracy of +/- 6 seconds.
 RQ0237
 RQ0237.The orthometric height was determined by differential leveling
 RQ0237.and adjusted by the National Geodetic Survey in June 1991..
 RQ0237
 RQ0237.The geoid height was determined by GEOID03.
 RQ0237
 RQ0237.The dynamic height is computed by dividing the NAVD 88
 RQ0237.geopotential number by the normal gravity value computed on the
 RQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0237.degrees latitude (g = 980.6199 gals.).
 RQ0237
 RQ0237.The modeled gravity was interpolated from observed gravity values.
 RQ0237
 RQ0237;                    North         East    Units  Estimated Accuracy
 RQ0237;SPC ND S     -   139,690.      737,150.      MT  (+/- 180 meters Scaled)
 RQ0237
 RQ0237                          SUPERSEDED SURVEY CONTROL
 RQ0237
 RQ0237  NGVD 29 (??/??/92)  433.21   (m)         1421.3    (f) COMPUTED    1 2
 RQ0237
 RQ0237.Superseded values are not recommended for survey control.
 RQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0237.See file dsdata.txt to determine how the superseded data were derived.
 RQ0237
 RQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS228951(NAD 83)
 RQ0237_MARKER: DB = BENCH MARK DISK
 RQ0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0237_SP_SET: FOUNDATION
 RQ0237_STAMPING: E 28 1934 1421.287
 RQ0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0237
 RQ0237  HISTORY     - Date     Condition        Report By
 RQ0237  HISTORY     - 1934     MONUMENTED       CGS
 RQ0237  HISTORY     - 1966     GOOD             NGS
 RQ0237
 RQ0237                          STATION DESCRIPTION
 RQ0237
 RQ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RQ0237'IN JAMESTOWN.
 RQ0237'IN THE SW CORNER OF THE CONCRETE FOUNDATION OF A DISMANTLED SIGNAL
 RQ0237'TOWER.  ABOUT 500 FEET E OF A GRADE CROSSING AT 7TH AVE. NE., AND
 RQ0237'BETWEEN TWO EW TRACKS, AND IN THE CROTCH OF A Y MADE BY THESE TWO
 RQ0237'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0063 ***********************************************************************
 TG0063  DESIGNATION -  E 280
 TG0063  PID         -  TG0063
 TG0063  STATE/COUNTY-  ND/BURKE
 TG0063  USGS QUAD   -  FLAXTON (1947)
 TG0063
 TG0063                         *CURRENT SURVEY CONTROL
 TG0063  ___________________________________________________________________
 TG0063* NAD 83(1986)-  48 56 42.     (N)    102 27 59.     (W)     SCALED    
 TG0063* NAVD 88     -       591.202  (meters)    1939.64   (feet)  ADJUSTED  
 TG0063  ___________________________________________________________________
 TG0063  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 TG0063  DYNAMIC HT  -         591.335 (meters)    1940.07  (feet)  COMP
 TG0063  MODELED GRAV-     980,815.9   (mgal)                       NAVD 88
 TG0063
 TG0063  VERT ORDER  -  FIRST     CLASS II
 TG0063
 TG0063.The horizontal coordinates were scaled from a topographic map and have
 TG0063.an estimated accuracy of +/- 6 seconds.
 TG0063
 TG0063.The orthometric height was determined by differential leveling
 TG0063.and adjusted by the National Geodetic Survey in June 1991..
 TG0063
 TG0063.The geoid height was determined by GEOID03.
 TG0063
 TG0063.The dynamic height is computed by dividing the NAVD 88
 TG0063.geopotential number by the normal gravity value computed on the
 TG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0063.degrees latitude (g = 980.6199 gals.).
 TG0063
 TG0063.The modeled gravity was interpolated from observed gravity values.
 TG0063
 TG0063;                    North         East    Units  Estimated Accuracy
 TG0063;SPC ND N     -   218,100.      455,970.      MT  (+/- 180 meters Scaled)
 TG0063
 TG0063                          SUPERSEDED SURVEY CONTROL
 TG0063
 TG0063  NGVD 29 (??/??/92)  590.794  (m)         1938.30   (f) ADJ UNCH    1 2
 TG0063
 TG0063.Superseded values are not recommended for survey control.
 TG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0063.See file dsdata.txt to determine how the superseded data were derived.
 TG0063
 TG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ855244(NAD 83)
 TG0063_MARKER: DB = BENCH MARK DISK
 TG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0063_STAMPING: E 280 1963
 TG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0063+STABILITY: SURFACE MOTION
 TG0063
 TG0063  HISTORY     - Date     Condition        Report By
 TG0063  HISTORY     - 1963     MONUMENTED       CGS
 TG0063
 TG0063                          STATION DESCRIPTION
 TG0063
 TG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0063'4.6 MI NW FROM FLAXTON.
 TG0063'ABOUT 4.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0063'AT FLAXTON, OR 5.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM
 TG0063'THE STATION AT PORTAL, IN SECTION 15, T 163 N, R 91 W, 51 FEET
 TG0063'NORTHEAST OF THE NORTHEAST RAIL, 13 FEET NORTHEAST OF THE FIRST POLE
 TG0063'NORTHWEST OF MILE POST 545, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 TG0063'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF
 TG0063'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0288 ***********************************************************************
 TG0288  DESIGNATION -  E 281
 TG0288  PID         -  TG0288
 TG0288  STATE/COUNTY-  ND/WARD
 TG0288  USGS QUAD   -  BOWBELLS (1947)
 TG0288
 TG0288                         *CURRENT SURVEY CONTROL
 TG0288  ___________________________________________________________________
 TG0288* NAD 83(1986)-  48 48 25.     (N)    102 07 52.     (W)     SCALED    
 TG0288* NAVD 88     -       585.485  (meters)    1920.88   (feet)  ADJUSTED  
 TG0288  ___________________________________________________________________
 TG0288  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 TG0288  DYNAMIC HT  -         585.607 (meters)    1921.28  (feet)  COMP
 TG0288  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 TG0288
 TG0288  VERT ORDER  -  SECOND    CLASS 0
 TG0288
 TG0288.The horizontal coordinates were scaled from a topographic map and have
 TG0288.an estimated accuracy of +/- 6 seconds.
 TG0288
 TG0288.The orthometric height was determined by differential leveling
 TG0288.and adjusted by the National Geodetic Survey in June 1991..
 TG0288
 TG0288.The geoid height was determined by GEOID03.
 TG0288
 TG0288.The dynamic height is computed by dividing the NAVD 88
 TG0288.geopotential number by the normal gravity value computed on the
 TG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0288.degrees latitude (g = 980.6199 gals.).
 TG0288
 TG0288.The modeled gravity was interpolated from observed gravity values.
 TG0288
 TG0288;                    North         East    Units  Estimated Accuracy
 TG0288;SPC ND N     -   202,180.      480,200.      MT  (+/- 180 meters Scaled)
 TG0288
 TG0288                          SUPERSEDED SURVEY CONTROL
 TG0288
 TG0288  NGVD 29 (??/??/92)  585.081  (m)         1919.55   (f) ADJ UNCH    2 0
 TG0288
 TG0288.Superseded values are not recommended for survey control.
 TG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0288.See file dsdata.txt to determine how the superseded data were derived.
 TG0288
 TG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ106099(NAD 83)
 TG0288_MARKER: DB = BENCH MARK DISK
 TG0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0288_STAMPING: E 281 1963
 TG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0288+STABILITY: SURFACE MOTION
 TG0288
 TG0288  HISTORY     - Date     Condition        Report By
 TG0288  HISTORY     - 1963     MONUMENTED       CGS
 TG0288  HISTORY     - 1983     GOOD             NGS
 TG0288
 TG0288                          STATION DESCRIPTION
 TG0288
 TG0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0288'5.6 MI E FROM BOWBELLS.
 TG0288'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0288'RAILROAD STATION AT BOWBELLS, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY
 TG0288'52 AND STATE HIGHWAY 5, IN SECTION 6, T 161 N, R 88 W, AT THE JUNCTION
 TG0288'WITH A ROAD LEADING NORTH, 87 FEET SOUTH OF THE CENTER LINE OF THE
 TG0288'HIGHWAY, 15 FEET WEST OF THE CENTER LINE OF A PRIVATE FIELD ROAD, 31
 TG0288'FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET
 TG0288'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 TG0288'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 TG0288
 TG0288                          STATION RECOVERY (1983)
 TG0288
 TG0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0288'THIS MARK IS DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1729 ***********************************************************************
 TG1729  DESIGNATION -  E 281 RESET
 TG1729  PID         -  TG1729
 TG1729  STATE/COUNTY-  ND/WARD
 TG1729  USGS QUAD   -  BOWBELLS (1947)
 TG1729
 TG1729                         *CURRENT SURVEY CONTROL
 TG1729  ___________________________________________________________________
 TG1729* NAD 83(1996)-  48 48 24.90308(N)    102 07 58.52976(W)     ADJUSTED  
 TG1729* NAVD 88     -       585.60   (meters)    1921.3    (feet)  RESET     
 TG1729  ___________________________________________________________________
 TG1729  X           -    -884,647.094 (meters)                     COMP
 TG1729  Y           -  -4,114,971.488 (meters)                     COMP
 TG1729  Z           -   4,776,870.298 (meters)                     COMP
 TG1729  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 TG1729  ELLIP HEIGHT-         566.01  (meters)          (01/23/98) GPS OBS
 TG1729  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 TG1729
 TG1729  HORZ ORDER  -  FIRST
 TG1729  VERT ORDER  -  THIRD
 TG1729  ELLP ORDER  -  FOURTH    CLASS I
 TG1729
 TG1729.The horizontal coordinates were established by GPS observations
 TG1729.and adjusted by the National Geodetic Survey in January 1998..
 TG1729
 TG1729.The orthometric height was computed from unverified reset data.
 TG1729.No vertical observational check was made to the station.
 TG1729
 TG1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1729
 TG1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1729
 TG1729.The ellipsoidal height was determined by GPS observations
 TG1729.and is referenced to NAD 83.
 TG1729
 TG1729.The geoid height was determined by GEOID03.
 TG1729
 TG1729;                    North         East     Units Scale Factor Converg.
 TG1729;SPC ND N     -   202,176.571   480,061.922   MT  1.00001542   -1 12 54.4
 TG1729;SPC ND N     -   663,308.96  1,575,006.31   iFT  1.00001542   -1 12 54.4
 TG1729;UTM  13      - 5,409,956.849   710,502.945   MT  1.00014441   +2 09 29.7
 TG1729
 TG1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1729!SPC ND N     -   0.99991130  x   1.00001542  =   0.99992672
 TG1729!UTM  13      -   0.99991130  x   1.00014441  =   1.00005570
 TG1729
 TG1729                          SUPERSEDED SURVEY CONTROL
 TG1729
 TG1729  NAD 83(1986)-  48 48 24.90174(N)    102 07 58.51776(W) AD(       ) 1
 TG1729  NGVD 29 (11/04/04)  585.20   (m)         1919.9    (f) RESET       3  
 TG1729
 TG1729.Superseded values are not recommended for survey control.
 TG1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1729.See file dsdata.txt to determine how the superseded data were derived.
 TG1729
 TG1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ1050309957(NAD 83)
 TG1729_MARKER: DB = BENCH MARK DISK
 TG1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1729_SP_SET: CONCRETE POST
 TG1729_STAMPING: E 281 RESET 1983
 TG1729_MARK LOGO: NGS   
 TG1729_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1729_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1729+STABILITY: SURFACE MOTION
 TG1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1729+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2002
 TG1729
 TG1729  HISTORY     - Date     Condition        Report By
 TG1729  HISTORY     - 1983     MONUMENTED       NGS
 TG1729  HISTORY     - 19880912 GOOD             NGS
 TG1729  HISTORY     - 19910816 GOOD             NGS
 TG1729  HISTORY     - 20020124 GOOD             NDDT
 TG1729
 TG1729                          STATION DESCRIPTION
 TG1729
 TG1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1729'8.8 KM (5.45 MI) EAST FROM BOWBELLS.
 TG1729'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1729'IN BOWBELLS, THENCE 7.9 KM (4.9 MI) EAST ALONG HIGHWAY 52, 30.5 METERS
 TG1729'(100.0 FEET) SOUTH OF THE CENTER OF THE HIGHWAY, 18.1 METERS
 TG1729'(59.5 FEET) EAST OF THE WEST EDGE OF CULTIVATED AREA, AND 13.7 METERS
 TG1729'(45.0 FEET) NORTH OF THE NORTH EDGE OF A TREE PATCH.
 TG1729'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 TG1729
 TG1729                          STATION RECOVERY (1988)
 TG1729
 TG1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1729'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 52 AND
 TG1729'STATE HIGHWAYS 5 AND 8 AT THE NORTH EDGE OF BOWBELLS, GO EAST ON
 TG1729'STATE HIGHWAY 5 AND U.S. HIGHWAY 52 FOR 7.72 KM (4.80 MI) TO THE
 TG1729'STATION MARK ON THE RIGHT.
 TG1729'STATION MARK IS SET APPROXIMATELY 30 M (98.4 FT) SOUTH OF THE
 TG1729'CENTERLINE OF THE HIGHWAY AND 0.45 M (1.5 FT) WEST OF A WITNESS POST.
 TG1729'TYPED BY E.A.R.
 TG1729
 TG1729                          STATION RECOVERY (1991)
 TG1729
 TG1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TG1729'RECOVERED IN GOOD CONDITION.
 TG1729'ADD-STATION IS 0.16 KM (0.10 MI) EAST OF THE
 TG1729'EAST 1 OF 2 GRAVEL ENTRANCE DRIVES TO A FARMSTEAD AND IS LOCATED
 TG1729'ABOUT THE MIDDLE AND 12.2 M (40.0 FT) NORTH FROM THE NORTH END OF AN
 TG1729'EIGHT ROW SHELTERBELT.
 TG1729
 TG1729                          STATION RECOVERY (2002)
 TG1729
 TG1729'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 TG1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0309 ***********************************************************************
 TG0309  DESIGNATION -  E 282
 TG0309  PID         -  TG0309
 TG0309  STATE/COUNTY-  ND/WARD
 TG0309  USGS QUAD   -  KENMARE (1981)
 TG0309
 TG0309                         *CURRENT SURVEY CONTROL
 TG0309  ___________________________________________________________________
 TG0309* NAD 83(1986)-  48 43 23.     (N)    102 02 35.     (W)     SCALED    
 TG0309* NAVD 88     -       583.465  (meters)    1914.25   (feet)  ADJUSTED  
 TG0309  ___________________________________________________________________
 TG0309  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 TG0309  DYNAMIC HT  -         583.581 (meters)    1914.63  (feet)  COMP
 TG0309  MODELED GRAV-     980,790.8   (mgal)                       NAVD 88
 TG0309
 TG0309  VERT ORDER  -  SECOND    CLASS 0
 TG0309
 TG0309.The horizontal coordinates were scaled from a topographic map and have
 TG0309.an estimated accuracy of +/- 6 seconds.
 TG0309
 TG0309.The orthometric height was determined by differential leveling
 TG0309.and adjusted by the National Geodetic Survey in June 1991..
 TG0309
 TG0309.The geoid height was determined by GEOID03.
 TG0309
 TG0309.The dynamic height is computed by dividing the NAVD 88
 TG0309.geopotential number by the normal gravity value computed on the
 TG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0309.degrees latitude (g = 980.6199 gals.).
 TG0309
 TG0309.The modeled gravity was interpolated from observed gravity values.
 TG0309
 TG0309;                    North         East    Units  Estimated Accuracy
 TG0309;SPC ND N     -   192,720.      486,480.      MT  (+/- 180 meters Scaled)
 TG0309
 TG0309                          SUPERSEDED SURVEY CONTROL
 TG0309
 TG0309  NGVD 29 (??/??/92)  583.064  (m)         1912.94   (f) ADJ UNCH    2 0
 TG0309
 TG0309.Superseded values are not recommended for survey control.
 TG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0309.See file dsdata.txt to determine how the superseded data were derived.
 TG0309
 TG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ174008(NAD 83)
 TG0309_MARKER: DB = BENCH MARK DISK
 TG0309_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0309_SP_SET: 16 FT
 TG0309_STAMPING: E 282 1963
 TG0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0309
 TG0309  HISTORY     - Date     Condition        Report By
 TG0309  HISTORY     - 1963     MONUMENTED       CGS
 TG0309
 TG0309                          STATION DESCRIPTION
 TG0309
 TG0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0309'3.25 MI W FROM NORMA.
 TG0309'ABOUT 3.25 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0309'NORMA OR 5.55 MILES NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TG0309'STATION AT KENMARE, IN SECTION 36, T 160 N, R 88 W, 72 FEET NORTHEAST
 TG0309'OF THE CENTER OF A TRAIL ROAD CROSSING, 6 1/2 POLES EAST OF MILE POST
 TG0309'601, 49 FEET NORTH OF THE NORTH RAIL, 40 FEET EAST OF THE CENTER LINE
 TG0309'OF THE TRAIL ROAD, 9 FEET SOUTHEAST OF A POWER POLE, 1.0 FEET EAST OF
 TG0309'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL AND ON
 TG0309'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 TG0309'16 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1401 ***********************************************************************
 TF1401  DESIGNATION -  E 283
 TF1401  PID         -  TF1401
 TF1401  STATE/COUNTY-  ND/RENVILLE
 TF1401  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1401
 TF1401                         *CURRENT SURVEY CONTROL
 TF1401  ___________________________________________________________________
 TF1401* NAD 83(1986)-  48 45 49.     (N)    101 50 49.     (W)     SCALED    
 TF1401* NAVD 88     -       560.508  (meters)    1838.93   (feet)  ADJUSTED  
 TF1401  ___________________________________________________________________
 TF1401  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 TF1401  DYNAMIC HT  -         560.633 (meters)    1839.34  (feet)  COMP
 TF1401  MODELED GRAV-     980,813.6   (mgal)                       NAVD 88
 TF1401
 TF1401  VERT ORDER  -  SECOND    CLASS 0
 TF1401
 TF1401.The horizontal coordinates were scaled from a topographic map and have
 TF1401.an estimated accuracy of +/- 6 seconds.
 TF1401
 TF1401.The orthometric height was determined by differential leveling
 TF1401.and adjusted by the National Geodetic Survey in June 1991..
 TF1401
 TF1401.The geoid height was determined by GEOID03.
 TF1401
 TF1401.The dynamic height is computed by dividing the NAVD 88
 TF1401.geopotential number by the normal gravity value computed on the
 TF1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1401.degrees latitude (g = 980.6199 gals.).
 TF1401
 TF1401.The modeled gravity was interpolated from observed gravity values.
 TF1401
 TF1401;                    North         East    Units  Estimated Accuracy
 TF1401;SPC ND N     -   196,960.      500,980.      MT  (+/- 180 meters Scaled)
 TF1401
 TF1401                          SUPERSEDED SURVEY CONTROL
 TF1401
 TF1401  NGVD 29 (??/??/92)  560.129  (m)         1837.69   (f) ADJ UNCH    2 0
 TF1401
 TF1401.Superseded values are not recommended for survey control.
 TF1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1401.See file dsdata.txt to determine how the superseded data were derived.
 TF1401
 TF1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV907050(NAD 83)
 TF1401_MARKER: DB = BENCH MARK DISK
 TF1401_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1401_SP_SET: 20 FEET
 TF1401_STAMPING: E 283 1963
 TF1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1401
 TF1401  HISTORY     - Date     Condition        Report By
 TF1401  HISTORY     - 1963     MONUMENTED       CGS
 TF1401
 TF1401                          STATION DESCRIPTION
 TF1401
 TF1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1401'15.35 MI W FROM MOHALL.
 TF1401'ABOUT 15.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1401'MOHALL, IN SECTION 17, T 161 N, R 86 W, AT A JUNCTION OF TWO DIM
 TF1401'ROADS, 104 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 126 FEET WEST
 TF1401'OF THE CENTERLINE OF THE DIM NORTH-SOUTH ROAD, 4 1/2 FEET EAST OF A
 TF1401'POWER POLE.  1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 TF1401'BELOW THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A 5/8-INCH ROAD
 TF1401'THAT IS DRIVEN TO A DEPTH OF 20 FEET AND ENCASED IN A 6-INCH TILE
 TF1401'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0813 ***********************************************************************
 TF0813  DESIGNATION -  E 284
 TF0813  PID         -  TF0813
 TF0813  STATE/COUNTY-  ND/BOTTINEAU
 TF0813  USGS QUAD   -  WESTHOPE SW (1949)
 TF0813
 TF0813                         *CURRENT SURVEY CONTROL
 TF0813  ___________________________________________________________________
 TF0813* NAD 83(1986)-  48 51 51.     (N)    101 08 51.     (W)     SCALED    
 TF0813* NAVD 88     -       457.357  (meters)    1500.51   (feet)  ADJUSTED  
 TF0813  ___________________________________________________________________
 TF0813  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0813  DYNAMIC HT  -         457.463 (meters)    1500.86  (feet)  COMP
 TF0813  MODELED GRAV-     980,828.4   (mgal)                       NAVD 88
 TF0813
 TF0813  VERT ORDER  -  SECOND    CLASS 0
 TF0813
 TF0813.The horizontal coordinates were scaled from a topographic map and have
 TF0813.an estimated accuracy of +/- 6 seconds.
 TF0813
 TF0813.The orthometric height was determined by differential leveling
 TF0813.and adjusted by the National Geodetic Survey in June 1991..
 TF0813
 TF0813.The geoid height was determined by GEOID03.
 TF0813
 TF0813.The dynamic height is computed by dividing the NAVD 88
 TF0813.geopotential number by the normal gravity value computed on the
 TF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0813.degrees latitude (g = 980.6199 gals.).
 TF0813
 TF0813.The modeled gravity was interpolated from observed gravity values.
 TF0813
 TF0813;                    North         East    Units  Estimated Accuracy
 TF0813;SPC ND N     -   207,470.      552,490.      MT  (+/- 180 meters Scaled)
 TF0813
 TF0813                          SUPERSEDED SURVEY CONTROL
 TF0813
 TF0813  NGVD 29 (??/??/92)  457.000  (m)         1499.34   (f) ADJ UNCH    2 0
 TF0813
 TF0813.Superseded values are not recommended for survey control.
 TF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0813.See file dsdata.txt to determine how the superseded data were derived.
 TF0813
 TF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV425145(NAD 83)
 TF0813_MARKER: DB = BENCH MARK DISK
 TF0813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0813_SP_SET: 24 FT
 TF0813_STAMPING: E 284 1963
 TF0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0813
 TF0813  HISTORY     - Date     Condition        Report By
 TF0813  HISTORY     - 1963     MONUMENTED       CGS
 TF0813
 TF0813                          STATION DESCRIPTION
 TF0813
 TF0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0813'4.7 MI S FROM KUROKI.
 TF0813'ABOUT 4.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0813'RAILWAY STATION AT KUROKI, IN SECTION 15, T 162 N, R 81 W, AT A ROAD
 TF0813'INTERSECTION, 74 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 TF0813'SOUTH OF THE CENTER OF THE INTERSECTION, 2 1/2 FEET SOUTH OF A FENCE
 TF0813'CORNER, 1 FOOT EAST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST,
 TF0813'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 TF0813'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN
 TF0813'A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0863 ***********************************************************************
 TF0863  DESIGNATION -  E 285
 TF0863  PID         -  TF0863
 TF0863  STATE/COUNTY-  ND/BOTTINEAU
 TF0863  USGS QUAD   -  ANTLER NW (1950)
 TF0863
 TF0863                         *CURRENT SURVEY CONTROL
 TF0863  ___________________________________________________________________
 TF0863* NAD 83(1986)-  48 56 12.     (N)    101 25 52.     (W)     SCALED    
 TF0863* NAVD 88     -       480.129  (meters)    1575.22   (feet)  ADJUSTED  
 TF0863  ___________________________________________________________________
 TF0863  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF0863  DYNAMIC HT  -         480.243 (meters)    1575.60  (feet)  COMP
 TF0863  MODELED GRAV-     980,831.3   (mgal)                       NAVD 88
 TF0863
 TF0863  VERT ORDER  -  SECOND    CLASS 0
 TF0863
 TF0863.The horizontal coordinates were scaled from a topographic map and have
 TF0863.an estimated accuracy of +/- 6 seconds.
 TF0863
 TF0863.The orthometric height was determined by differential leveling
 TF0863.and adjusted by the National Geodetic Survey in June 1991..
 TF0863
 TF0863.The geoid height was determined by GEOID03.
 TF0863
 TF0863.The dynamic height is computed by dividing the NAVD 88
 TF0863.geopotential number by the normal gravity value computed on the
 TF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0863.degrees latitude (g = 980.6199 gals.).
 TF0863
 TF0863.The modeled gravity was interpolated from observed gravity values.
 TF0863
 TF0863;                    North         East    Units  Estimated Accuracy
 TF0863;SPC ND N     -   215,750.      531,780.      MT  (+/- 180 meters Scaled)
 TF0863
 TF0863                          SUPERSEDED SURVEY CONTROL
 TF0863
 TF0863  NGVD 29 (??/??/92)  479.783  (m)         1574.09   (f) ADJ UNCH    2 0
 TF0863
 TF0863.Superseded values are not recommended for survey control.
 TF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0863.See file dsdata.txt to determine how the superseded data were derived.
 TF0863
 TF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV219232(NAD 83)
 TF0863_MARKER: DB = BENCH MARK DISK
 TF0863_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0863_SP_SET: 24 FT
 TF0863_STAMPING: E 285 1963
 TF0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0863
 TF0863  HISTORY     - Date     Condition        Report By
 TF0863  HISTORY     - 1963     MONUMENTED       CGS
 TF0863
 TF0863                          STATION DESCRIPTION
 TF0863
 TF0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0863'9.05 MI SW FROM ANTLER.
 TF0863'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0863'RAILWAY STATION AT ANTLER, THENCE 6.8 MILES WEST ALONG A GRAVELED
 TF0863'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 TF0863'INTERSECTION, IN SECTION 15, T 163 N, R 83 W, 47 FEET EAST OF THE
 TF0863'CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF AN
 TF0863'EAST-WEST ROAD, 7 FEET NORTH OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF
 TF0863'A FENCE CORNER, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 TF0863'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TF0863'DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE WHICH
 TF0863'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1444 ***********************************************************************
 TF1444  DESIGNATION -  E 286
 TF1444  PID         -  TF1444
 TF1444  STATE/COUNTY-  ND/RENVILLE
 TF1444  USGS QUAD   -  MOHALL (1980)
 TF1444
 TF1444                         *CURRENT SURVEY CONTROL
 TF1444  ___________________________________________________________________
 TF1444* NAD 83(1986)-  48 51 51.     (N)    101 36 24.     (W)     SCALED    
 TF1444* NAVD 88     -       504.945  (meters)    1656.64   (feet)  ADJUSTED  
 TF1444  ___________________________________________________________________
 TF1444  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF1444  DYNAMIC HT  -         505.057 (meters)    1657.01  (feet)  COMP
 TF1444  MODELED GRAV-     980,817.3   (mgal)                       NAVD 88
 TF1444
 TF1444  VERT ORDER  -  SECOND    CLASS 0
 TF1444
 TF1444.The horizontal coordinates were scaled from a topographic map and have
 TF1444.an estimated accuracy of +/- 6 seconds.
 TF1444
 TF1444.The orthometric height was determined by differential leveling
 TF1444.and adjusted by the National Geodetic Survey in June 1991..
 TF1444
 TF1444.The geoid height was determined by GEOID03.
 TF1444
 TF1444.The dynamic height is computed by dividing the NAVD 88
 TF1444.geopotential number by the normal gravity value computed on the
 TF1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1444.degrees latitude (g = 980.6199 gals.).
 TF1444
 TF1444.The modeled gravity was interpolated from observed gravity values.
 TF1444
 TF1444;                    North         East    Units  Estimated Accuracy
 TF1444;SPC ND N     -   207,860.      518,800.      MT  (+/- 180 meters Scaled)
 TF1444
 TF1444                          SUPERSEDED SURVEY CONTROL
 TF1444
 TF1444  NGVD 29 (??/??/92)  504.578  (m)         1655.44   (f) ADJ UNCH    2 0
 TF1444
 TF1444.Superseded values are not recommended for survey control.
 TF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1444.See file dsdata.txt to determine how the superseded data were derived.
 TF1444
 TF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV088156(NAD 83)
 TF1444_MARKER: DB = BENCH MARK DISK
 TF1444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1444_SP_SET: 12 1/2 FEET
 TF1444_STAMPING: E 286 1963
 TF1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1444
 TF1444  HISTORY     - Date     Condition        Report By
 TF1444  HISTORY     - 1963     MONUMENTED       CGS
 TF1444
 TF1444                          STATION DESCRIPTION
 TF1444
 TF1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1444'11.35 MI NW FROM MOHALL.
 TF1444'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1444'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 4.0 MILES
 TF1444'WEST ALONG COUNTY ROAD 4, 82 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 TF1444'184 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 73
 TF1444'FEET EAST OF A 6-INCH ASPEN TREE WHICH IS IN THE EAST EDGE OF A SMALL
 TF1444'GROVE OF TREES, 80 1/2 FEET NORTH OF THE NORTH FACE OF A SMALL SHEET
 TF1444'METAL BUILDING, 27 FEET NORTHWEST OF A SMALL ROUND SHEET METAL GRAIN
 TF1444'BIN, 8 1/2 FEET WEST OF A POWER POLE, IN LINE WITH A ROW OF POWER
 TF1444'POLES, 1.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF1444'LEVEL OF THE ROAD AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN
 TF1444'TO A DEPTH OF 12 1/2 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TF1444'6-INCHES.  NOTE-- THIS MARK IS ALSO 6.8 MILES SOUTH ALONG COUNTY ROAD
 TF1444'28 FROM THE CATHOLIC CHURCH AT SHERWOOD, THENCE 0.95 MILES EAST ALONG
 TF1444'COUNTY ROAD 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1645 ***********************************************************************
 TF1645  DESIGNATION -  E 287
 TF1645  PID         -  TF1645
 TF1645  STATE/COUNTY-  ND/RENVILLE
 TF1645  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1645
 TF1645                         *CURRENT SURVEY CONTROL
 TF1645  ___________________________________________________________________
 TF1645* NAD 83(1986)-  48 51 53.     (N)    101 49 28.     (W)     SCALED    
 TF1645* NAVD 88     -       543.195  (meters)    1782.13   (feet)  ADJUSTED  
 TF1645  ___________________________________________________________________
 TF1645  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 TF1645  DYNAMIC HT  -         543.313 (meters)    1782.52  (feet)  COMP
 TF1645  MODELED GRAV-     980,809.9   (mgal)                       NAVD 88
 TF1645
 TF1645  VERT ORDER  -  SECOND    CLASS 0
 TF1645
 TF1645.The horizontal coordinates were scaled from a topographic map and have
 TF1645.an estimated accuracy of +/- 6 seconds.
 TF1645
 TF1645.The orthometric height was determined by differential leveling
 TF1645.and adjusted by the National Geodetic Survey in June 1991..
 TF1645
 TF1645.The geoid height was determined by GEOID03.
 TF1645
 TF1645.The dynamic height is computed by dividing the NAVD 88
 TF1645.geopotential number by the normal gravity value computed on the
 TF1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1645.degrees latitude (g = 980.6199 gals.).
 TF1645
 TF1645.The modeled gravity was interpolated from observed gravity values.
 TF1645
 TF1645;                    North         East    Units  Estimated Accuracy
 TF1645;SPC ND N     -   208,170.      502,830.      MT  (+/- 180 meters Scaled)
 TF1645
 TF1645                          SUPERSEDED SURVEY CONTROL
 TF1645
 TF1645  NGVD 29 (??/??/92)  542.821  (m)         1780.91   (f) ADJ UNCH    2 0
 TF1645
 TF1645.Superseded values are not recommended for survey control.
 TF1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1645.See file dsdata.txt to determine how the superseded data were derived.
 TF1645
 TF1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV928162(NAD 83)
 TF1645_MARKER: DB = BENCH MARK DISK
 TF1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1645_STAMPING: E 287 1963
 TF1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1645+STABILITY: SURFACE MOTION
 TF1645
 TF1645  HISTORY     - Date     Condition        Report By
 TF1645  HISTORY     - 1963     MONUMENTED       CGS
 TF1645
 TF1645                          STATION DESCRIPTION
 TF1645
 TF1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1645'11.1 MI NE FROM TOLLEY.
 TF1645'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1645'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1645'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1645'ALONG A DIRT ROAD, THENCE 4.4 MILES NORTH ALONG COUNTY ROAD 3, 47 FEET
 TF1645'EAST OF THE CENTER LINE OF THE ROAD, 115 YARDS NORTH OF THE CENTER
 TF1645'LINE OF COUNTY ROAD 4 LEADING EAST, AT THE SOUTHWEST EDGE OF A SMALL
 TF1645'GRASSY AREA BETWEEN TWO FIELDS, 2.0 FEET NORTHEAST OF A METAL WITNESS
 TF1645'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROADS AND SET IN TOP OF
 TF1645'A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0130 ***********************************************************************
 SM0130  DESIGNATION -  E 288
 SM0130  PID         -  SM0130
 SM0130  STATE/COUNTY-  ND/NELSON
 SM0130  USGS QUAD   -  KLOTEN NW (1961)
 SM0130
 SM0130                         *CURRENT SURVEY CONTROL
 SM0130  ___________________________________________________________________
 SM0130* NAD 83(1986)-  47 41 11.     (N)    098 07 46.     (W)     SCALED    
 SM0130* NAVD 88     -       406.495  (meters)    1333.64   (feet)  ADJUSTED  
 SM0130  ___________________________________________________________________
 SM0130  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 SM0130  DYNAMIC HT  -         406.555 (meters)    1333.84  (feet)  COMP
 SM0130  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 SM0130
 SM0130  VERT ORDER  -  SECOND    CLASS 0
 SM0130
 SM0130.The horizontal coordinates were scaled from a topographic map and have
 SM0130.an estimated accuracy of +/- 6 seconds.
 SM0130
 SM0130.The orthometric height was determined by differential leveling
 SM0130.and adjusted by the National Geodetic Survey in June 1991..
 SM0130
 SM0130.The geoid height was determined by GEOID03.
 SM0130
 SM0130.The dynamic height is computed by dividing the NAVD 88
 SM0130.geopotential number by the normal gravity value computed on the
 SM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0130.degrees latitude (g = 980.6199 gals.).
 SM0130
 SM0130.The modeled gravity was interpolated from observed gravity values.
 SM0130
 SM0130;                    North         East    Units  Estimated Accuracy
 SM0130;SPC ND N     -    79,050.      777,940.      MT  (+/- 180 meters Scaled)
 SM0130
 SM0130                          SUPERSEDED SURVEY CONTROL
 SM0130
 SM0130  NGVD 29 (??/??/92)  406.137  (m)         1332.47   (f) ADJ UNCH    2 0
 SM0130
 SM0130.Superseded values are not recommended for survey control.
 SM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0130.See file dsdata.txt to determine how the superseded data were derived.
 SM0130
 SM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT653818(NAD 83)
 SM0130_MARKER: DB = BENCH MARK DISK
 SM0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0130_SP_SET: BRIDGE
 SM0130_STAMPING: E 288 1963
 SM0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0130
 SM0130  HISTORY     - Date     Condition        Report By
 SM0130  HISTORY     - 1963     MONUMENTED       CGS
 SM0130
 SM0130                          STATION DESCRIPTION
 SM0130
 SM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0130'8.0 MI W FROM ANETA.
 SM0130'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0130'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST
 SM0130'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 SM0130'THENCE 2.45 MILES WEST ALONG COUNTY ROAD 20, IN SECTION 31, T 149 N, R
 SM0130'58 W, OR 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0130'STATION AT MCVILLE, THENCE 5.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0130'THENCE 1.5 MILE EAST ALONG COUNTY ROAD 20, 13 FEET SOUTH OF THE CENTER
 SM0130'LINE OF THE ROAD, AND SET IN THE SOUTHEAST WING WALL OF THE BRIDGE
 SM0130'OVER SHEYENNE RIVER, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0300 ***********************************************************************
 SM0300  DESIGNATION -  E 289
 SM0300  PID         -  SM0300
 SM0300  STATE/COUNTY-  ND/NELSON
 SM0300  USGS QUAD   -  KLOTEN NW (1961)
 SM0300
 SM0300                         *CURRENT SURVEY CONTROL
 SM0300  ___________________________________________________________________
 SM0300* NAD 83(1986)-  47 42 05.     (N)    098 09 41.     (W)     SCALED    
 SM0300* NAVD 88     -       443.241  (meters)    1454.20   (feet)  ADJUSTED  
 SM0300  ___________________________________________________________________
 SM0300  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 SM0300  DYNAMIC HT  -         443.309 (meters)    1454.42  (feet)  COMP
 SM0300  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 SM0300
 SM0300  VERT ORDER  -  SECOND    CLASS 0
 SM0300
 SM0300.The horizontal coordinates were scaled from a topographic map and have
 SM0300.an estimated accuracy of +/- 6 seconds.
 SM0300
 SM0300.The orthometric height was determined by differential leveling
 SM0300.and adjusted by the National Geodetic Survey in June 1991..
 SM0300
 SM0300.The geoid height was determined by GEOID03.
 SM0300
 SM0300.The dynamic height is computed by dividing the NAVD 88
 SM0300.geopotential number by the normal gravity value computed on the
 SM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0300.degrees latitude (g = 980.6199 gals.).
 SM0300
 SM0300.The modeled gravity was interpolated from observed gravity values.
 SM0300
 SM0300;                    North         East    Units  Estimated Accuracy
 SM0300;SPC ND N     -    80,650.      775,490.      MT  (+/- 180 meters Scaled)
 SM0300
 SM0300                          SUPERSEDED SURVEY CONTROL
 SM0300
 SM0300  NGVD 29 (??/??/92)  442.885  (m)         1453.03   (f) ADJ UNCH    2 0
 SM0300
 SM0300.Superseded values are not recommended for survey control.
 SM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0300.See file dsdata.txt to determine how the superseded data were derived.
 SM0300
 SM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629834(NAD 83)
 SM0300_MARKER: DB = BENCH MARK DISK
 SM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0300_STAMPING: E 289 1963
 SM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0300+STABILITY: SURFACE MOTION
 SM0300
 SM0300  HISTORY     - Date     Condition        Report By
 SM0300  HISTORY     - 1963     MONUMENTED       CGS
 SM0300
 SM0300                          STATION DESCRIPTION
 SM0300
 SM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0300'10.55 MI W FROM ANETA.
 SM0300'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0300'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES WEST
 SM0300'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 SM0300'THENCE 4.0 MILES WEST ALONG COUNTY ROAD 20, THENCE 1.0 MILE NORTH
 SM0300'ALONG COUNTY ROAD 35, OR ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN
 SM0300'RAILWAY FROM THE STATION AT MCVILLE, THENCE 3.9 MILES SOUTH ALONG
 SM0300'COUNTY ROAD 35, IN SECTION 23, T 149 N, R 59 W, 70 FEET WEST OF THE
 SM0300'CENTER LINE OF THE ROAD, 51 FEET NORTH OF THE CENTER LINE OF A TRAIL
 SM0300'ROAD LEADING WEST, 2 FEET EAST OF A FENCE, 1.0 FOOT EAST OF A METAL
 SM0300'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SM0300'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0556 ***********************************************************************
 RP0556  DESIGNATION -  E 29
 RP0556  PID         -  RP0556
 RP0556  STATE/COUNTY-  ND/RANSOM
 RP0556  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0556
 RP0556                         *CURRENT SURVEY CONTROL
 RP0556  ___________________________________________________________________
 RP0556* NAD 83(1986)-  46 35 06.     (N)    097 33 09.     (W)     SCALED    
 RP0556* NAVD 88     -       338.428  (meters)    1110.33   (feet)  ADJUSTED  
 RP0556  ___________________________________________________________________
 RP0556  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 RP0556  DYNAMIC HT  -         338.443 (meters)    1110.38  (feet)  COMP
 RP0556  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 RP0556
 RP0556  VERT ORDER  -  SECOND    CLASS 0
 RP0556
 RP0556.The horizontal coordinates were scaled from a topographic map and have
 RP0556.an estimated accuracy of +/- 6 seconds.
 RP0556
 RP0556.The orthometric height was determined by differential leveling
 RP0556.and adjusted by the National Geodetic Survey in June 1991..
 RP0556
 RP0556.The geoid height was determined by GEOID03.
 RP0556
 RP0556.The dynamic height is computed by dividing the NAVD 88
 RP0556.geopotential number by the normal gravity value computed on the
 RP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0556.degrees latitude (g = 980.6199 gals.).
 RP0556
 RP0556.The modeled gravity was interpolated from observed gravity values.
 RP0556
 RP0556;                    North         East    Units  Estimated Accuracy
 RP0556;SPC ND S     -   106,320.      825,840.      MT  (+/- 180 meters Scaled)
 RP0556
 RP0556                          SUPERSEDED SURVEY CONTROL
 RP0556
 RP0556  NGVD 29 (??/??/92)  338.116  (m)         1109.30   (f) ADJ UNCH    2 0
 RP0556
 RP0556.Superseded values are not recommended for survey control.
 RP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0556.See file dsdata.txt to determine how the superseded data were derived.
 RP0556
 RP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS108600(NAD 83)
 RP0556_MARKER: DB = BENCH MARK DISK
 RP0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0556_STAMPING: E-29 1934
 RP0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0556+STABILITY: SURFACE MOTION
 RP0556
 RP0556  HISTORY     - Date     Condition        Report By
 RP0556  HISTORY     - 1934     MONUMENTED       CGS
 RP0556
 RP0556                          STATION DESCRIPTION
 RP0556
 RP0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0556'3.6 MI SE FROM ENDERLIN.
 RP0556'3.6 MILES SOUTHEAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0556'SAULT STE MARIE RAILROAD, 8 POLES SOUTHEAST OF MILEPOLE NO. 254.  AT
 RP0556'PUBLIC ROAD CROSSING, 2 FEET WEST OF FENCE CORNER, 48 FEET EAST OF THE
 RP0556'CENTERLINE OF THE TRACKS.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 RP0556'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0557 ***********************************************************************
 RP0557  DESIGNATION -  E 29 RESET
 RP0557  PID         -  RP0557
 RP0557  STATE/COUNTY-  ND/RANSOM
 RP0557  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0557
 RP0557                         *CURRENT SURVEY CONTROL
 RP0557  ___________________________________________________________________
 RP0557* NAD 83(1986)-  46 35 06.     (N)    097 33 09.     (W)     SCALED    
 RP0557* NAVD 88     -       338.23   (+/-2cm)    1109.7    (feet)  VERTCON   
 RP0557  ___________________________________________________________________
 RP0557  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 RP0557
 RP0557  VERT ORDER  -  THIRD (See Below)
 RP0557
 RP0557.The horizontal coordinates were scaled from a topographic map and have
 RP0557.an estimated accuracy of +/- 6 seconds.
 RP0557
 RP0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0557.The vertical order pertains to the NGVD 29 superseded value.
 RP0557
 RP0557.The geoid height was determined by GEOID03.
 RP0557
 RP0557;                    North         East    Units  Estimated Accuracy
 RP0557;SPC ND S     -   106,320.      825,840.      MT  (+/- 180 meters Scaled)
 RP0557
 RP0557                          SUPERSEDED SURVEY CONTROL
 RP0557
 RP0557  NGVD 29 (11/04/04)  337.92   (m)         1108.7    (f) RESET       3  
 RP0557
 RP0557.Superseded values are not recommended for survey control.
 RP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0557.See file dsdata.txt to determine how the superseded data were derived.
 RP0557
 RP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS108600(NAD 83)
 RP0557_MARKER: DB = BENCH MARK DISK
 RP0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0557_STAMPING: E 29 RESET 1957
 RP0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0557+STABILITY: SURFACE MOTION
 RP0557
 RP0557  HISTORY     - Date     Condition        Report By
 RP0557  HISTORY     - 1957     MONUMENTED       CGS
 RP0557  HISTORY     - 1972     GOOD             NDHD
 RP0557
 RP0557                          STATION DESCRIPTION
 RP0557
 RP0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RP0557'3.6 MI SE FROM ENDERLIN.
 RP0557'3.6 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RP0557'MARIE RAILWAY FROM THE STATION AT ENDERLIN, AT A PUBLIC ROAD CROSSING,
 RP0557'94 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE ROAD AND
 RP0557'RAILROAD, 47 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT SOUTHWEST
 RP0557'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RP0557'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 RP0557'THE SOO LINE RAILROAD.
 RP0557
 RP0557                          STATION RECOVERY (1972)
 RP0557
 RP0557'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1972
 RP0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0110 ***********************************************************************
 SM0110  DESIGNATION -  E 290
 SM0110  PID         -  SM0110
 SM0110  STATE/COUNTY-  ND/NELSON
 SM0110  USGS QUAD   -  TOLNA (1951)
 SM0110
 SM0110                         *CURRENT SURVEY CONTROL
 SM0110  ___________________________________________________________________
 SM0110* NAD 83(1986)-  47 46 24.     (N)    098 26 21.     (W)     SCALED    
 SM0110* NAVD 88     -       445.255  (meters)    1460.81   (feet)  ADJUSTED  
 SM0110  ___________________________________________________________________
 SM0110  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 SM0110  DYNAMIC HT  -         445.326 (meters)    1461.04  (feet)  COMP
 SM0110  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 SM0110
 SM0110  VERT ORDER  -  SECOND    CLASS 0
 SM0110
 SM0110.The horizontal coordinates were scaled from a topographic map and have
 SM0110.an estimated accuracy of +/- 6 seconds.
 SM0110
 SM0110.The orthometric height was determined by differential leveling
 SM0110.and adjusted by the National Geodetic Survey in June 1991..
 SM0110
 SM0110.The geoid height was determined by GEOID03.
 SM0110
 SM0110.The dynamic height is computed by dividing the NAVD 88
 SM0110.geopotential number by the normal gravity value computed on the
 SM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0110.degrees latitude (g = 980.6199 gals.).
 SM0110
 SM0110.The modeled gravity was interpolated from observed gravity values.
 SM0110
 SM0110;                    North         East    Units  Estimated Accuracy
 SM0110;SPC ND N     -    88,050.      754,440.      MT  (+/- 180 meters Scaled)
 SM0110
 SM0110                          SUPERSEDED SURVEY CONTROL
 SM0110
 SM0110  NGVD 29 (??/??/92)  444.905  (m)         1459.66   (f) ADJ UNCH    2 0
 SM0110
 SM0110.Superseded values are not recommended for survey control.
 SM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0110.See file dsdata.txt to determine how the superseded data were derived.
 SM0110
 SM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT420912(NAD 83)
 SM0110_MARKER: DB = BENCH MARK DISK
 SM0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0110_STAMPING: E 290 1963
 SM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0110+STABILITY: SURFACE MOTION
 SM0110
 SM0110  HISTORY     - Date     Condition        Report By
 SM0110  HISTORY     - 1963     MONUMENTED       CGS
 SM0110
 SM0110                          STATION DESCRIPTION
 SM0110
 SM0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0110'3.85 MI S FROM TOLNA.
 SM0110'ABOUT 3.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0110'RAILWAY STATION AT TOLNA, IN SECTION 35, T 150 N, R 61 W, 106 FEET
 SM0110'SOUTHEAST OF THE CENTER OF A GRAVELED INTERSECTION, 85 FEET EAST OF
 SM0110'THE CENTER LINE OF THE ROAD, 65 FEET SOUTH OF THE CENTER LINE OF AN
 SM0110'EAST-WEST GRAVELED ROAD, 209 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 SM0110'A SCHOOLHOUSE, 18 FEET NORTHEAST OF A POWER POLE, ABOUT 1 FOOT FROM A
 SM0110'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SM0110'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0338 ***********************************************************************
 SM0338  DESIGNATION -  E 291
 SM0338  PID         -  SM0338
 SM0338  STATE/COUNTY-  ND/NELSON
 SM0338  USGS QUAD   -  PEKIN NW (1951)
 SM0338
 SM0338                         *CURRENT SURVEY CONTROL
 SM0338  ___________________________________________________________________
 SM0338* NAD 83(1986)-  47 59 28.     (N)    098 25 28.     (W)     SCALED    
 SM0338* NAVD 88     -       461.491  (meters)    1514.08   (feet)  ADJUSTED  
 SM0338  ___________________________________________________________________
 SM0338  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 SM0338  DYNAMIC HT  -         461.569 (meters)    1514.33  (feet)  COMP
 SM0338  MODELED GRAV-     980,766.2   (mgal)                       NAVD 88
 SM0338
 SM0338  VERT ORDER  -  SECOND    CLASS 0
 SM0338
 SM0338.The horizontal coordinates were scaled from a topographic map and have
 SM0338.an estimated accuracy of +/- 6 seconds.
 SM0338
 SM0338.The orthometric height was determined by differential leveling
 SM0338.and adjusted by the National Geodetic Survey in June 1991..
 SM0338
 SM0338.The geoid height was determined by GEOID03.
 SM0338
 SM0338.The dynamic height is computed by dividing the NAVD 88
 SM0338.geopotential number by the normal gravity value computed on the
 SM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0338.degrees latitude (g = 980.6199 gals.).
 SM0338
 SM0338.The modeled gravity was interpolated from observed gravity values.
 SM0338
 SM0338;                    North         East    Units  Estimated Accuracy
 SM0338;SPC ND N     -   112,280.      754,890.      MT  (+/- 180 meters Scaled)
 SM0338
 SM0338                          SUPERSEDED SURVEY CONTROL
 SM0338
 SM0338  NGVD 29 (??/??/92)  461.119  (m)         1512.85   (f) ADJ UNCH    2 0
 SM0338
 SM0338.Superseded values are not recommended for survey control.
 SM0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0338.See file dsdata.txt to determine how the superseded data were derived.
 SM0338
 SM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU429154(NAD 83)
 SM0338_MARKER: DB = BENCH MARK DISK
 SM0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0338_STAMPING: E 291 1963
 SM0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0338+STABILITY: SURFACE MOTION
 SM0338
 SM0338  HISTORY     - Date     Condition        Report By
 SM0338  HISTORY     - 1963     MONUMENTED       CGS
 SM0338
 SM0338                          STATION DESCRIPTION
 SM0338
 SM0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0338'4.85 MI SE FROM BARTLETT.
 SM0338'ABOUT 4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0338'RAILWAY STATION AT BARTLETT, THENCE 0.7 MILE EAST ALONG A GRAVELED
 SM0338'ROAD, IN SECTION 11, T 152 N, R 61 W, OR 0.4 MILE EAST ALONG THE GREAT
 SM0338'NORTHERN RAILWAY FROM THE STATION AT LAKOTA, THENCE 3.4 MILES SOUTH
 SM0338'ALONG STATE HIGHWAY 1, THENCE 4.3 MILES WEST ALONG A GRAVELED ROAD,
 SM0338'0.3 MILE WEST OF A ROAD INTERSECTION, 53 FEET NORTH OF THE CENTER LINE
 SM0338'OF THE ROAD, 21 FEET WEST OF THE CENTER OF A FIELD GATE, 2 FEET SOUTH
 SM0338'OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE
 SM0338'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0218 ***********************************************************************
 SM0218  DESIGNATION -  E 292
 SM0218  PID         -  SM0218
 SM0218  STATE/COUNTY-  ND/NELSON
 SM0218  USGS QUAD   -  LAMBS LAKE (1971)
 SM0218
 SM0218                         *CURRENT SURVEY CONTROL
 SM0218  ___________________________________________________________________
 SM0218* NAD 83(1986)-  47 57 42.     (N)    098 07 04.     (W)     SCALED    
 SM0218* NAVD 88     -       460.504  (meters)    1510.84   (feet)  ADJUSTED  
 SM0218  ___________________________________________________________________
 SM0218  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 SM0218  DYNAMIC HT  -         460.583 (meters)    1511.10  (feet)  COMP
 SM0218  MODELED GRAV-     980,767.1   (mgal)                       NAVD 88
 SM0218
 SM0218  VERT ORDER  -  SECOND    CLASS 0
 SM0218
 SM0218.The horizontal coordinates were scaled from a topographic map and have
 SM0218.an estimated accuracy of +/- 6 seconds.
 SM0218
 SM0218.The orthometric height was determined by differential leveling
 SM0218.and adjusted by the National Geodetic Survey in June 1991..
 SM0218
 SM0218.The geoid height was determined by GEOID03.
 SM0218
 SM0218.The dynamic height is computed by dividing the NAVD 88
 SM0218.geopotential number by the normal gravity value computed on the
 SM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0218.degrees latitude (g = 980.6199 gals.).
 SM0218
 SM0218.The modeled gravity was interpolated from observed gravity values.
 SM0218
 SM0218;                    North         East    Units  Estimated Accuracy
 SM0218;SPC ND N     -   109,670.      777,870.      MT  (+/- 180 meters Scaled)
 SM0218
 SM0218                          SUPERSEDED SURVEY CONTROL
 SM0218
 SM0218  NGVD 29 (??/??/92)  460.134  (m)         1509.62   (f) ADJ UNCH    2 0
 SM0218
 SM0218.Superseded values are not recommended for survey control.
 SM0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0218.See file dsdata.txt to determine how the superseded data were derived.
 SM0218
 SM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU658124(NAD 83)
 SM0218_MARKER: DB = BENCH MARK DISK
 SM0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0218_STAMPING: E 292 1963
 SM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0218+STABILITY: SURFACE MOTION
 SM0218
 SM0218  HISTORY     - Date     Condition        Report By
 SM0218  HISTORY     - 1963     MONUMENTED       CGS
 SM0218
 SM0218                          STATION DESCRIPTION
 SM0218
 SM0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0218'4.4 MI S FROM MICHIGAN.
 SM0218'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0218'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0218'2, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 20, T 152
 SM0218'N, R 58 W, 0.15 MILE SOUTH-SOUTHEAST OF A SET OF FARM BUILDINGS, 128
 SM0218'FEET NORTH-NORTHEAST OF A JUNCTION OF THE COUNTY ROAD AND A GRAVELED
 SM0218'ROAD LEADING EAST, 52 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD,
 SM0218'118 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 8 1/2 FEET
 SM0218'SOUTH OF A POWER POLE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 SM0218'1/2 FEET BELOW THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A
 SM0218'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0016 ***********************************************************************
 SM0016  DESIGNATION -  E 293
 SM0016  PID         -  SM0016
 SM0016  STATE/COUNTY-  ND/NELSON
 SM0016  USGS QUAD   -  PEKIN NE (1951)
 SM0016
 SM0016                         *CURRENT SURVEY CONTROL
 SM0016  ___________________________________________________________________
 SM0016* NAD 83(1986)-  47 57 43.     (N)    098 19 59.     (W)     SCALED    
 SM0016* NAVD 88     -       459.829  (meters)    1508.62   (feet)  ADJUSTED  
 SM0016  ___________________________________________________________________
 SM0016  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 SM0016  DYNAMIC HT  -         459.910 (meters)    1508.89  (feet)  COMP
 SM0016  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 SM0016
 SM0016  VERT ORDER  -  SECOND    CLASS 0
 SM0016
 SM0016.The horizontal coordinates were scaled from a topographic map and have
 SM0016.an estimated accuracy of +/- 6 seconds.
 SM0016
 SM0016.The orthometric height was determined by differential leveling
 SM0016.and adjusted by the National Geodetic Survey in June 1991..
 SM0016
 SM0016.The geoid height was determined by GEOID03.
 SM0016
 SM0016.The dynamic height is computed by dividing the NAVD 88
 SM0016.geopotential number by the normal gravity value computed on the
 SM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0016.degrees latitude (g = 980.6199 gals.).
 SM0016
 SM0016.The modeled gravity was interpolated from observed gravity values.
 SM0016
 SM0016;                    North         East    Units  Estimated Accuracy
 SM0016;SPC ND N     -   109,230.      761,800.      MT  (+/- 180 meters Scaled)
 SM0016
 SM0016                          SUPERSEDED SURVEY CONTROL
 SM0016
 SM0016  NGVD 29 (??/??/92)  459.465  (m)         1507.43   (f) ADJ UNCH    2 0
 SM0016
 SM0016.Superseded values are not recommended for survey control.
 SM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0016.See file dsdata.txt to determine how the superseded data were derived.
 SM0016
 SM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU497122(NAD 83)
 SM0016_MARKER: DB = BENCH MARK DISK
 SM0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0016_STAMPING: E 293 1963
 SM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0016+STABILITY: SURFACE MOTION
 SM0016
 SM0016  HISTORY     - Date     Condition        Report By
 SM0016  HISTORY     - 1963     MONUMENTED       CGS
 SM0016
 SM0016                          STATION DESCRIPTION
 SM0016
 SM0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0016'5.8 MI S FROM LAKOTA.
 SM0016'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0016'AT LAKOTA, THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION
 SM0016'21, T 152 N, R 60 W, 84 FEET NORTHWEST OF THE CENTER OF A ROAD
 SM0016'INTERSECTION 68 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 SM0016'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 3 FEET EAST OF A
 SM0016'TELEPHONE POLE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2
 SM0016'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SM0016'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0071 ***********************************************************************
 SM0071  DESIGNATION -  E 294 RESET
 SM0071  PID         -  SM0071
 SM0071  STATE/COUNTY-  ND/GRIGGS
 SM0071  USGS QUAD   -  KLOTEN SE (1967)
 SM0071
 SM0071                         *CURRENT SURVEY CONTROL
 SM0071  ___________________________________________________________________
 SM0071* NAD 83(1986)-  47 34 24.     (N)    098 01 41.     (W)     SCALED    
 SM0071* NAVD 88     -       445.08   (+/-2cm)    1460.2    (feet)  VERTCON   
 SM0071  ___________________________________________________________________
 SM0071  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 SM0071
 SM0071  VERT ORDER  -  ? (See Below)
 SM0071
 SM0071.The horizontal coordinates were scaled from a topographic map and have
 SM0071.an estimated accuracy of +/- 6 seconds.
 SM0071
 SM0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0071.The vertical order pertains to the NGVD 29 superseded value.
 SM0071
 SM0071.The geoid height was determined by GEOID03.
 SM0071
 SM0071;                    North         East    Units  Estimated Accuracy
 SM0071;SPC ND N     -    66,730.      785,950.      MT  (+/- 180 meters Scaled)
 SM0071
 SM0071                          SUPERSEDED SURVEY CONTROL
 SM0071
 SM0071  NGVD 29 (??/??/92)  444.710  (m)         1459.02   (f) ADJ UNCH    ?  
 SM0071
 SM0071.Superseded values are not recommended for survey control.
 SM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0071.See file dsdata.txt to determine how the superseded data were derived.
 SM0071
 SM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT730693(NAD 83)
 SM0071_MARKER: DB = BENCH MARK DISK
 SM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0071_STAMPING: E 294 RESET 1965
 SM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0071+STABILITY: SURFACE MOTION
 SM0071
 SM0071  HISTORY     - Date     Condition        Report By
 SM0071  HISTORY     - 1965     MONUMENTED       CGS
 SM0071
 SM0071                          STATION DESCRIPTION
 SM0071
 SM0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0071'9.7 MI SW FROM ANETA.
 SM0071'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0071'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0071'THENCE 3.95 MILES SOUTHWEST ALONG STATE HIGHWAY 45, IN SECTION 2, T
 SM0071'147 N, R 58 W, 0.05 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 45 AND
 SM0071'A GRAVELED ROAD LEADING WEST, 91 FEET WEST OF THE CENTER LINE OF STATE
 SM0071'HIGHWAY 45, 2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET NORTH OF A
 SM0071'POWER LINE POLE, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 SM0071'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0345 ***********************************************************************
 SM0345  DESIGNATION -  E 295
 SM0345  PID         -  SM0345
 SM0345  STATE/COUNTY-  ND/GRIGGS
 SM0345  USGS QUAD   -  HANNAFORD (1961)
 SM0345
 SM0345                         *CURRENT SURVEY CONTROL
 SM0345  ___________________________________________________________________
 SM0345* NAD 83(1986)-  47 18 49.     (N)    098 12 30.     (W)     SCALED    
 SM0345* NAVD 88     -       436.546  (meters)    1432.23   (feet)  ADJUSTED  
 SM0345  ___________________________________________________________________
 SM0345  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 SM0345  DYNAMIC HT  -         436.584 (meters)    1432.36  (feet)  COMP
 SM0345  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SM0345
 SM0345  VERT ORDER  -  SECOND    CLASS 0
 SM0345
 SM0345.The horizontal coordinates were scaled from a topographic map and have
 SM0345.an estimated accuracy of +/- 6 seconds.
 SM0345
 SM0345.The orthometric height was determined by differential leveling
 SM0345.and adjusted by the National Geodetic Survey in June 1991..
 SM0345
 SM0345.The geoid height was determined by GEOID03.
 SM0345
 SM0345.The dynamic height is computed by dividing the NAVD 88
 SM0345.geopotential number by the normal gravity value computed on the
 SM0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0345.degrees latitude (g = 980.6199 gals.).
 SM0345
 SM0345.The modeled gravity was interpolated from observed gravity values.
 SM0345
 SM0345;                    North         East    Units  Estimated Accuracy
 SM0345;SPC ND N     -    37,450.      773,250.      MT  (+/- 180 meters Scaled)
 SM0345
 SM0345                          SUPERSEDED SURVEY CONTROL
 SM0345
 SM0345  NGVD 29 (??/??/92)  436.188  (m)         1431.06   (f) ADJ UNCH    2 0
 SM0345
 SM0345.Superseded values are not recommended for survey control.
 SM0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0345.See file dsdata.txt to determine how the superseded data were derived.
 SM0345
 SM0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT598403(NAD 83)
 SM0345_MARKER: DB = BENCH MARK DISK
 SM0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0345_STAMPING: E 295 1963
 SM0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0345+STABILITY: SURFACE MOTION
 SM0345
 SM0345  HISTORY     - Date     Condition        Report By
 SM0345  HISTORY     - 1963     MONUMENTED       CGS
 SM0345
 SM0345                          STATION DESCRIPTION
 SM0345
 SM0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0345'1.0 MI W FROM HANNAFORD.
 SM0345'ABOUT 1.0 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 SM0345'OF THE GREAT NORTHERN AND NORTHERN PACIFIC RAILWAYS AT HANNAFORD, IN
 SM0345'SECTION 6, T 144 N, R 59 W, 60 FEET NORTHWEST OF THE CENTER OF A ROAD
 SM0345'CROSSING, ABOUT 0.2 MILE EAST OF MILEPOST 74, 43 FEET NORTH OF THE
 SM0345'NORTH RAIL OF THE MAIN TRACK, 28 FEET SOUTH OF THE CENTER LINE OF A
 SM0345'TRAIL ROAD WHICH PARALLELS THE TRACK, 33 FEET NORTH OF A SIGNAL
 SM0345'BATTERY BOX, 3 1/2 FEET NORTH OF A TELEPHONE POLE, 1.1 FEET SOUTHWEST
 SM0345'OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK
 SM0345'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0950 ***********************************************************************
 SL0950  DESIGNATION -  E 296
 SL0950  PID         -  SL0950
 SL0950  STATE/COUNTY-  ND/GRAND FORKS
 SL0950  USGS QUAD   -  LOGAN CENTER (1963)
 SL0950
 SL0950                         *CURRENT SURVEY CONTROL
 SL0950  ___________________________________________________________________
 SL0950* NAD 83(1986)-  47 49 56.     (N)    097 51 38.     (W)     SCALED    
 SL0950* NAVD 88     -       447.471  (meters)    1468.08   (feet)  ADJUSTED  
 SL0950  ___________________________________________________________________
 SL0950  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 SL0950  DYNAMIC HT  -         447.536 (meters)    1468.29  (feet)  COMP
 SL0950  MODELED GRAV-     980,745.1   (mgal)                       NAVD 88
 SL0950
 SL0950  VERT ORDER  -  SECOND    CLASS 0
 SL0950
 SL0950.The horizontal coordinates were scaled from a topographic map and have
 SL0950.an estimated accuracy of +/- 6 seconds.
 SL0950
 SL0950.The orthometric height was determined by differential leveling
 SL0950.and adjusted by the National Geodetic Survey in June 1991..
 SL0950
 SL0950.The geoid height was determined by GEOID03.
 SL0950
 SL0950.The dynamic height is computed by dividing the NAVD 88
 SL0950.geopotential number by the normal gravity value computed on the
 SL0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0950.degrees latitude (g = 980.6199 gals.).
 SL0950
 SL0950.The modeled gravity was interpolated from observed gravity values.
 SL0950
 SL0950;                    North         East    Units  Estimated Accuracy
 SL0950;SPC ND N     -    95,910.      797,560.      MT  (+/- 180 meters Scaled)
 SL0950
 SL0950                          SUPERSEDED SURVEY CONTROL
 SL0950
 SL0950  NGVD 29 (??/??/92)  447.098  (m)         1466.85   (f) ADJ UNCH    2 0
 SL0950
 SL0950.Superseded values are not recommended for survey control.
 SL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0950.See file dsdata.txt to determine how the superseded data were derived.
 SL0950
 SL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT852982(NAD 83)
 SL0950_MARKER: DB = BENCH MARK DISK
 SL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0950_STAMPING: E 296 1963
 SL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0950+STABILITY: SURFACE MOTION
 SL0950
 SL0950  HISTORY     - Date     Condition        Report By
 SL0950  HISTORY     - 1963     MONUMENTED       CGS
 SL0950
 SL0950                          STATION DESCRIPTION
 SL0950
 SL0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0950'12.85 MI S FROM NIAGARA.
 SL0950'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0950'AT NIAGARA, THENCE 11.35 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 1.0
 SL0950'MILE EAST ALONG A GRAVELED ROAD TO A INTERSECTION WITH A GRAVELED ROAD
 SL0950'SOUTH AND DIRT ROAD NORTH, IN SECTION 5, T 150 N, R 56 W, 221 FEET
 SL0950'NORTH OF THE CENTER LINE OF THE ROAD, 49 FEET EAST OF THE CENTER LINE
 SL0950'OF THE DIRT ROAD, 4 FEET SOUTH OF A POWER POLE, 1.7 FEET NORTH OF A
 SL0950'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 SL0950'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0978 ***********************************************************************
 SL0978  DESIGNATION -  E 297
 SL0978  PID         -  SL0978
 SL0978  STATE/COUNTY-  ND/GRAND FORKS
 SL0978  USGS QUAD   -  LOGAN CENTER (1963)
 SL0978
 SL0978                         *CURRENT SURVEY CONTROL
 SL0978  ___________________________________________________________________
 SL0978* NAD 83(1986)-  47 51 38.     (N)    097 45 11.     (W)     SCALED    
 SL0978* NAVD 88     -       392.275  (meters)    1286.99   (feet)  ADJUSTED  
 SL0978  ___________________________________________________________________
 SL0978  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SL0978  DYNAMIC HT  -         392.335 (meters)    1287.19  (feet)  COMP
 SL0978  MODELED GRAV-     980,753.7   (mgal)                       NAVD 88
 SL0978
 SL0978  VERT ORDER  -  SECOND    CLASS 0
 SL0978
 SL0978.The horizontal coordinates were scaled from a topographic map and have
 SL0978.an estimated accuracy of +/- 6 seconds.
 SL0978
 SL0978.The orthometric height was determined by differential leveling
 SL0978.and adjusted by the National Geodetic Survey in June 1991..
 SL0978
 SL0978.The geoid height was determined by GEOID03.
 SL0978
 SL0978.The dynamic height is computed by dividing the NAVD 88
 SL0978.geopotential number by the normal gravity value computed on the
 SL0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0978.degrees latitude (g = 980.6199 gals.).
 SL0978
 SL0978.The modeled gravity was interpolated from observed gravity values.
 SL0978
 SL0978;                    North         East    Units  Estimated Accuracy
 SL0978;SPC ND N     -    99,340.      805,490.      MT  (+/- 180 meters Scaled)
 SL0978
 SL0978                          SUPERSEDED SURVEY CONTROL
 SL0978
 SL0978  NGVD 29 (??/??/92)  391.908  (m)         1285.78   (f) ADJ UNCH    2 0
 SL0978
 SL0978.Superseded values are not recommended for survey control.
 SL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0978.See file dsdata.txt to determine how the superseded data were derived.
 SL0978
 SL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU932015(NAD 83)
 SL0978_MARKER: DB = BENCH MARK DISK
 SL0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0978_STAMPING: E 297 1963
 SL0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0978+STABILITY: SURFACE MOTION
 SL0978
 SL0978  HISTORY     - Date     Condition        Report By
 SL0978  HISTORY     - 1963     MONUMENTED       CGS
 SL0978
 SL0978                          STATION DESCRIPTION
 SL0978
 SL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0978'13.8 MI SE FROM NIAGARA.
 SL0978'ABOUT 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0978'STATION AT NIAGARA, THENCE 4.5 MILES SOUTH ALONG GRAND FORKS COUNTY
 SL0978'ROAD 16, THENCE 1.0 MILE EAST ALONG GRAND FORKS COUNTY ROAD 4, THENCE
 SL0978'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES SOUTH ALONG A
 SL0978'TRAIL ROAD, AT A JUNCTION OF A TRAIL ROAD LEADING EAST, IN SECTION 31,
 SL0978'T 151 N, R 55 W, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 33 FEET
 SL0978'SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A CORNER FENCE
 SL0978'POST, 1 FOOT EAST OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST,
 SL0978'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SL0978'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0914 ***********************************************************************
 SL0914  DESIGNATION -  E 298 RESET
 SL0914  PID         -  SL0914
 SL0914  STATE/COUNTY-  ND/NELSON
 SL0914  USGS QUAD   -  LAKE PICKARD (1971)
 SL0914
 SL0914                         *CURRENT SURVEY CONTROL
 SL0914  ___________________________________________________________________
 SL0914* NAD 83(1986)-  47 56 39.     (N)    097 59 21.     (W)     SCALED    
 SL0914* NAVD 88     -       458.48   (+/-2cm)    1504.2    (feet)  VERTCON   
 SL0914  ___________________________________________________________________
 SL0914  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0914
 SL0914  VERT ORDER  -  THIRD (See Below)
 SL0914
 SL0914.The horizontal coordinates were scaled from a topographic map and have
 SL0914.an estimated accuracy of +/- 6 seconds.
 SL0914
 SL0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0914.The vertical order pertains to the NGVD 29 superseded value.
 SL0914
 SL0914.The geoid height was determined by GEOID03.
 SL0914
 SL0914;                    North         East    Units  Estimated Accuracy
 SL0914;SPC ND N     -   108,030.      787,530.      MT  (+/- 180 meters Scaled)
 SL0914
 SL0914                          SUPERSEDED SURVEY CONTROL
 SL0914
 SL0914  NGVD 29 (11/04/04)  458.11   (m)         1503.0    (f) RESET       3  
 SL0914
 SL0914.Superseded values are not recommended for survey control.
 SL0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0914.See file dsdata.txt to determine how the superseded data were derived.
 SL0914
 SL0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU754105(NAD 83)
 SL0914_MARKER: DB = BENCH MARK DISK
 SL0914_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 SL0914_STAMPING: E 298 RESET 1971
 SL0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0914+STABILITY: SURFACE MOTION
 SL0914
 SL0914  HISTORY     - Date     Condition        Report By
 SL0914  HISTORY     - 1971     MONUMENTED       USGS
 SL0914  HISTORY     - 1971     GOOD             USGS
 SL0914
 SL0914                          STATION DESCRIPTION
 SL0914
 SL0914'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SL0914'5.1 MI S FROM PETERSBURG.
 SL0914'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE BURLINGTON
 SL0914'RAILWAY STATION AT PETERSBURG, THENCE 4.25 MILES SOUTH ALONG STATE
 SL0914'HIGHWAY 32, IN SECTION 32, T 151 N, R 57 W, ABOUT 0.25 MILE SOUTH OF
 SL0914'THE NORTHWEST CORNER OF SECTION 32, 135 FEET NORTH AND 109 FEET EAST
 SL0914'OF A T DRIVE EAST, 3 FEET NORTH OF A POWER LINE POLE, 1 FOOT NORTH OF
 SL0914'A WITNESS SIGN, SUPPORTED BY A 5/8 INCH COPPER-WELD ROD INCASED IN 6
 SL0914'INCH WHITE DRAIN PIPE AND FLUSH WITH THE GROUND.
 SL0914
 SL0914                          STATION RECOVERY (1971)
 SL0914
 SL0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SL0914'ABOUT 0.85 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE BURLINGTON
 SL0914'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 4.25 MILE SOUTH ALONG
 SL0914'SH 32 IN SECTION 32, T.151N., R. 57 W. ABOUT 0.25 MI SOUTH OF THE NW
 SL0914'COR. OF SEC. 32, 135 FT. N. AND 109 FT. E. OF A T-DRIVE E. 3.0 FT
 SL0914'NORTH OF A POWER POLE, 1.0 FT NORTH OF A WITNESS SIGN, SET FLUSH
 SL0914'WITHTHE GROUND, INSIDE OF A 6-INCH WHITE DRAIN TILE, A BRASS TABLET,
 SL0914'SUPPORTED BY A 5/8 INCH COPPER-COATED ROD, STAMPED "E 298 RESET
 SL0914'1971".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0242 ***********************************************************************
 SM0242  DESIGNATION -  E 299
 SM0242  PID         -  SM0242
 SM0242  STATE/COUNTY-  ND/NELSON
 SM0242  USGS QUAD   -  LAMBS LAKE (1971)
 SM0242
 SM0242                         *CURRENT SURVEY CONTROL
 SM0242  ___________________________________________________________________
 SM0242* NAD 83(1986)-  47 57 44.     (N)    098 01 53.     (W)     SCALED    
 SM0242* NAVD 88     -       459.853  (meters)    1508.70   (feet)  ADJUSTED  
 SM0242  ___________________________________________________________________
 SM0242  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 SM0242  DYNAMIC HT  -         459.931 (meters)    1508.96  (feet)  COMP
 SM0242  MODELED GRAV-     980,767.8   (mgal)                       NAVD 88
 SM0242
 SM0242  VERT ORDER  -  SECOND    CLASS 0
 SM0242
 SM0242.The horizontal coordinates were scaled from a topographic map and have
 SM0242.an estimated accuracy of +/- 6 seconds.
 SM0242
 SM0242.The orthometric height was determined by differential leveling
 SM0242.and adjusted by the National Geodetic Survey in June 1991..
 SM0242
 SM0242.The geoid height was determined by GEOID03.
 SM0242
 SM0242.The dynamic height is computed by dividing the NAVD 88
 SM0242.geopotential number by the normal gravity value computed on the
 SM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0242.degrees latitude (g = 980.6199 gals.).
 SM0242
 SM0242.The modeled gravity was interpolated from observed gravity values.
 SM0242
 SM0242;                    North         East    Units  Estimated Accuracy
 SM0242;SPC ND N     -   109,940.      784,310.      MT  (+/- 180 meters Scaled)
 SM0242
 SM0242                          SUPERSEDED SURVEY CONTROL
 SM0242
 SM0242  NGVD 29 (??/??/92)  459.482  (m)         1507.48   (f) ADJ UNCH    2 0
 SM0242
 SM0242.Superseded values are not recommended for survey control.
 SM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0242.See file dsdata.txt to determine how the superseded data were derived.
 SM0242
 SM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU723125(NAD 83)
 SM0242_MARKER: DB = BENCH MARK DISK
 SM0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0242_STAMPING: E 299 1963
 SM0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0242+STABILITY: SURFACE MOTION
 SM0242
 SM0242  HISTORY     - Date     Condition        Report By
 SM0242  HISTORY     - 1963     MONUMENTED       CGS
 SM0242
 SM0242                          STATION DESCRIPTION
 SM0242
 SM0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0242'7.85 MI SW FROM PETERSBURG.
 SM0242'0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE GREAT
 SM0242'NORTHERN RAILWAY STATION AT PETERSBURG, 4.0 MILES SOUTH ALONG STATE
 SM0242'HIGHWAY 32, 1 MILE WEST ALONG A GRAVELED ROAD, 1.0 MILE NORTH ALONG A
 SM0242'GRAVELED ROAD, 1.0 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 26, T.
 SM0242'152 N., R. 58 W, OR 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT
 SM0242'NORTHERN RAILWAY STATION AT MICHIGAN, 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0242'2, 4.1 MILES SOUTH ALONG COUNTY ROAD 35, 4.05 MILES EAST ALONG A
 SM0242'GRAVELED ROAD, 120 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 SM0242'WEST OF THE CENTERLINE OF A TRAIL ROAD LEADING SOUTH, 44 FEET EAST OF
 SM0242'A POWER POLE, 1-1/2 FEET EAST OF A FENCE, 2.0 FEET SOUTHWEST OF A
 SM0242'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SM0242'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1230 ***********************************************************************
 SN1230  DESIGNATION -  E 3 B 1
 SN1230  PID         -  SN1230
 SN1230  STATE/COUNTY-  ND/MCLEAN
 SN1230  USGS QUAD   -  EMMET NE (1956)
 SN1230
 SN1230                         *CURRENT SURVEY CONTROL
 SN1230  ___________________________________________________________________
 SN1230* NAD 83(1986)-  47 43 24.     (N)    101 31 57.     (W)     SCALED    
 SN1230* NAVD 88     -       616.900  (meters)    2023.95   (feet)  ADJUSTED  
 SN1230  ___________________________________________________________________
 SN1230  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN1230  DYNAMIC HT  -         616.962 (meters)    2024.15  (feet)  COMP
 SN1230  MODELED GRAV-     980,692.2   (mgal)                       NAVD 88
 SN1230
 SN1230  VERT ORDER  -  SECOND    CLASS 0
 SN1230
 SN1230.The horizontal coordinates were scaled from a topographic map and have
 SN1230.an estimated accuracy of +/- 6 seconds.
 SN1230
 SN1230.The orthometric height was determined by differential leveling
 SN1230.and adjusted by the National Geodetic Survey in June 1991..
 SN1230
 SN1230.The geoid height was determined by GEOID03.
 SN1230
 SN1230.The dynamic height is computed by dividing the NAVD 88
 SN1230.geopotential number by the normal gravity value computed on the
 SN1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1230.degrees latitude (g = 980.6199 gals.).
 SN1230
 SN1230.The modeled gravity was interpolated from observed gravity values.
 SN1230
 SN1230;                    North         East    Units  Estimated Accuracy
 SN1230;SPC ND N     -    80,940.      522,540.      MT  (+/- 180 meters Scaled)
 SN1230
 SN1230                          SUPERSEDED SURVEY CONTROL
 SN1230
 SN1230  NGVD 29 (??/??/92)  616.49   (m)         2022.6    (f) COMPUTED    2 0
 SN1230
 SN1230.Superseded values are not recommended for survey control.
 SN1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1230.See file dsdata.txt to determine how the superseded data were derived.
 SN1230
 SN1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT100886(NAD 83)
 SN1230_MARKER: Z = SEE DESCRIPTION
 SN1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1230_SP_SET: CONCRETE PEDESTAL
 SN1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1230
 SN1230  HISTORY     - Date     Condition        Report By
 SN1230  HISTORY     - UNK      MONUMENTED       DOD
 SN1230  HISTORY     - 1962     GOOD             NGS
 SN1230
 SN1230                          STATION DESCRIPTION
 SN1230
 SN1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1230'11.8 MI NW FROM GARRISON.
 SN1230'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1230'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 5.0
 SN1230'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A
 SN1230'GRAVELED ROAD, THENCE 0.3 MILE NORTH ALONG A TRACK ROAD, AT THE EAST
 SN1230'EDGE OF A FIELD, 11 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, A 1
 SN1230'1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1226 ***********************************************************************
 SN1226  DESIGNATION -  E 3 B 2
 SN1226  PID         -  SN1226
 SN1226  STATE/COUNTY-  ND/MCLEAN
 SN1226  USGS QUAD   -  EMMET NE (1956)
 SN1226
 SN1226                         *CURRENT SURVEY CONTROL
 SN1226  ___________________________________________________________________
 SN1226* NAD 83(1986)-  47 43 25.     (N)    101 31 20.     (W)     SCALED    
 SN1226* NAVD 88     -       617.808  (meters)    2026.93   (feet)  ADJUSTED  
 SN1226  ___________________________________________________________________
 SN1226  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SN1226  DYNAMIC HT  -         617.870 (meters)    2027.13  (feet)  COMP
 SN1226  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 SN1226
 SN1226  VERT ORDER  -  SECOND    CLASS 0
 SN1226
 SN1226.The horizontal coordinates were scaled from a topographic map and have
 SN1226.an estimated accuracy of +/- 6 seconds.
 SN1226
 SN1226.The orthometric height was determined by differential leveling
 SN1226.and adjusted by the National Geodetic Survey in June 1991..
 SN1226
 SN1226.The geoid height was determined by GEOID03.
 SN1226
 SN1226.The dynamic height is computed by dividing the NAVD 88
 SN1226.geopotential number by the normal gravity value computed on the
 SN1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1226.degrees latitude (g = 980.6199 gals.).
 SN1226
 SN1226.The modeled gravity was interpolated from observed gravity values.
 SN1226
 SN1226;                    North         East    Units  Estimated Accuracy
 SN1226;SPC ND N     -    80,960.      523,320.      MT  (+/- 180 meters Scaled)
 SN1226
 SN1226                          SUPERSEDED SURVEY CONTROL
 SN1226
 SN1226  NGVD 29 (??/??/92)  617.40   (m)         2025.6    (f) COMPUTED    2 0
 SN1226
 SN1226.Superseded values are not recommended for survey control.
 SN1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1226.See file dsdata.txt to determine how the superseded data were derived.
 SN1226
 SN1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT108886(NAD 83)
 SN1226_MARKER: Z = SEE DESCRIPTION
 SN1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1226_SP_SET: CONCRETE PEDESTAL
 SN1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1226
 SN1226  HISTORY     - Date     Condition        Report By
 SN1226  HISTORY     - UNK      MONUMENTED       DOD
 SN1226  HISTORY     - 1962     GOOD             NGS
 SN1226
 SN1226                          STATION DESCRIPTION
 SN1226
 SN1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1226'11.3 MI NW FROM GARRISON.
 SN1226'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1226'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 5.0
 SN1226'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTHWEST ACROSS A
 SN1226'FIELD, 0.2 MILE NORTHWEST OF SITE E 3, A 1 1/2 X 4 FOOT CONCRETE
 SN1226'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1228 ***********************************************************************
 SN1228  DESIGNATION -  E 3 Z
 SN1228  PID         -  SN1228
 SN1228  STATE/COUNTY-  ND/MCLEAN
 SN1228  USGS QUAD   -  EMMET NE (1956)
 SN1228
 SN1228                         *CURRENT SURVEY CONTROL
 SN1228  ___________________________________________________________________
 SN1228* NAD 83(1986)-  47 43 35.     (N)    101 31 45.     (W)     SCALED    
 SN1228* NAVD 88     -       616.565  (meters)    2022.85   (feet)  ADJUSTED  
 SN1228  ___________________________________________________________________
 SN1228  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN1228  DYNAMIC HT  -         616.627 (meters)    2023.05  (feet)  COMP
 SN1228  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SN1228
 SN1228  VERT ORDER  -  SECOND    CLASS 0
 SN1228
 SN1228.The horizontal coordinates were scaled from a topographic map and have
 SN1228.an estimated accuracy of +/- 6 seconds.
 SN1228
 SN1228.The orthometric height was determined by differential leveling
 SN1228.and adjusted by the National Geodetic Survey in June 1991..
 SN1228
 SN1228.The geoid height was determined by GEOID03.
 SN1228
 SN1228.The dynamic height is computed by dividing the NAVD 88
 SN1228.geopotential number by the normal gravity value computed on the
 SN1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1228.degrees latitude (g = 980.6199 gals.).
 SN1228
 SN1228.The modeled gravity was interpolated from observed gravity values.
 SN1228
 SN1228;                    North         East    Units  Estimated Accuracy
 SN1228;SPC ND N     -    81,280.      522,800.      MT  (+/- 180 meters Scaled)
 SN1228
 SN1228                          SUPERSEDED SURVEY CONTROL
 SN1228
 SN1228  NGVD 29 (??/??/92)  616.15   (m)         2021.5    (f) COMPUTED    2 0
 SN1228
 SN1228.Superseded values are not recommended for survey control.
 SN1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1228.See file dsdata.txt to determine how the superseded data were derived.
 SN1228
 SN1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT103889(NAD 83)
 SN1228_MARKER: DS = TRIANGULATION STATION DISK
 SN1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1228_STAMPING: E 3 Z 1962
 SN1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1228+STABILITY: SURFACE MOTION
 SN1228
 SN1228  HISTORY     - Date     Condition        Report By
 SN1228  HISTORY     - 1962     MONUMENTED       CGS
 SN1228
 SN1228                          STATION DESCRIPTION
 SN1228
 SN1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1228'11.5 MI NW FROM GARRISON.
 SN1228'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1228'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 5.0
 SN1228'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ALONG A
 SN1228'FENCE, ON THE TOP OF A SLIGHT RISE, 37.0 FEET NORTH OF R.M. 2, 30.0
 SN1228'FEET SOUTH OF R.M. 1, 2.0 FEET WEST OF THE FENCE, 3.5 FEET SOUTHWEST
 SN1228'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 SN1228'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1229 ***********************************************************************
 SN1229  DESIGNATION -  E 3 Z RM 1
 SN1229  PID         -  SN1229
 SN1229  STATE/COUNTY-  ND/MCLEAN
 SN1229  USGS QUAD   -  EMMET NE (1956)
 SN1229
 SN1229                         *CURRENT SURVEY CONTROL
 SN1229  ___________________________________________________________________
 SN1229* NAD 83(1986)-  47 43 35.     (N)    101 31 45.     (W)     SCALED    
 SN1229* NAVD 88     -       616.594  (meters)    2022.94   (feet)  ADJUSTED  
 SN1229  ___________________________________________________________________
 SN1229  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN1229  DYNAMIC HT  -         616.656 (meters)    2023.15  (feet)  COMP
 SN1229  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SN1229
 SN1229  VERT ORDER  -  SECOND    CLASS 0
 SN1229
 SN1229.The horizontal coordinates were scaled from a topographic map and have
 SN1229.an estimated accuracy of +/- 6 seconds.
 SN1229
 SN1229.The orthometric height was determined by differential leveling
 SN1229.and adjusted by the National Geodetic Survey in June 1991..
 SN1229
 SN1229.The geoid height was determined by GEOID03.
 SN1229
 SN1229.The dynamic height is computed by dividing the NAVD 88
 SN1229.geopotential number by the normal gravity value computed on the
 SN1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1229.degrees latitude (g = 980.6199 gals.).
 SN1229
 SN1229.The modeled gravity was interpolated from observed gravity values.
 SN1229
 SN1229;                    North         East    Units  Estimated Accuracy
 SN1229;SPC ND N     -    81,280.      522,800.      MT  (+/- 180 meters Scaled)
 SN1229
 SN1229                          SUPERSEDED SURVEY CONTROL
 SN1229
 SN1229  NGVD 29 (??/??/92)  616.18   (m)         2021.6    (f) COMPUTED    2 0
 SN1229
 SN1229.Superseded values are not recommended for survey control.
 SN1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1229.See file dsdata.txt to determine how the superseded data were derived.
 SN1229
 SN1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT103889(NAD 83)
 SN1229_MARKER: DR = REFERENCE MARK DISK
 SN1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1229_STAMPING: E 3 Z NO 1 1962
 SN1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1229+STABILITY: SURFACE MOTION
 SN1229
 SN1229  HISTORY     - Date     Condition        Report By
 SN1229  HISTORY     - 1962     MONUMENTED       CGS
 SN1229
 SN1229                          STATION DESCRIPTION
 SN1229
 SN1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1229'11.5 MI NW FROM GARRISON.
 SN1229'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1229'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 5.0
 SN1229'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ALONG A
 SN1229'FENCE, 7 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 67.0 FEET NORTH
 SN1229'OF R.M. 2, 30.0 FEET NORTH OF THE STATION E 3 Z 1962, AND SET IN THE
 SN1229'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1227 ***********************************************************************
 SN1227  DESIGNATION -  E 3 Z RM 2
 SN1227  PID         -  SN1227
 SN1227  STATE/COUNTY-  ND/MCLEAN
 SN1227  USGS QUAD   -  EMMET NE (1956)
 SN1227
 SN1227                         *CURRENT SURVEY CONTROL
 SN1227  ___________________________________________________________________
 SN1227* NAD 83(1986)-  47 43 35.     (N)    101 31 45.     (W)     SCALED    
 SN1227* NAVD 88     -       616.306  (meters)    2022.00   (feet)  ADJUSTED  
 SN1227  ___________________________________________________________________
 SN1227  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN1227  DYNAMIC HT  -         616.368 (meters)    2022.20  (feet)  COMP
 SN1227  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SN1227
 SN1227  VERT ORDER  -  SECOND    CLASS 0
 SN1227
 SN1227.The horizontal coordinates were scaled from a topographic map and have
 SN1227.an estimated accuracy of +/- 6 seconds.
 SN1227
 SN1227.The orthometric height was determined by differential leveling
 SN1227.and adjusted by the National Geodetic Survey in June 1991..
 SN1227
 SN1227.The geoid height was determined by GEOID03.
 SN1227
 SN1227.The dynamic height is computed by dividing the NAVD 88
 SN1227.geopotential number by the normal gravity value computed on the
 SN1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1227.degrees latitude (g = 980.6199 gals.).
 SN1227
 SN1227.The modeled gravity was interpolated from observed gravity values.
 SN1227
 SN1227;                    North         East    Units  Estimated Accuracy
 SN1227;SPC ND N     -    81,280.      522,800.      MT  (+/- 180 meters Scaled)
 SN1227
 SN1227                          SUPERSEDED SURVEY CONTROL
 SN1227
 SN1227  NGVD 29 (??/??/92)  615.90   (m)         2020.7    (f) COMPUTED    2 0
 SN1227
 SN1227.Superseded values are not recommended for survey control.
 SN1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1227.See file dsdata.txt to determine how the superseded data were derived.
 SN1227
 SN1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT103889(NAD 83)
 SN1227_MARKER: DR = REFERENCE MARK DISK
 SN1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1227_STAMPING: E 3 Z NO 2 1962
 SN1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1227+STABILITY: SURFACE MOTION
 SN1227
 SN1227  HISTORY     - Date     Condition        Report By
 SN1227  HISTORY     - 1962     MONUMENTED       CGS
 SN1227
 SN1227                          STATION DESCRIPTION
 SN1227
 SN1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1227'11.5 MI NW FROM GARRISON.
 SN1227'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1227'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 5.0
 SN1227'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE SOUTH ALONG A
 SN1227'FENCE, 7 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 67.0 FEET SOUTH
 SN1227'OF R.M. 1, 37.0 FEET SOUTH OF THE STATION E 3 Z 1962, AND SET IN THE
 SN1227'TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0483 ***********************************************************************
 RP0483  DESIGNATION -  E 30
 RP0483  PID         -  RP0483
 RP0483  STATE/COUNTY-  ND/RICHLAND
 RP0483  USGS QUAD   -  MOSELLE (1964)
 RP0483
 RP0483                         *CURRENT SURVEY CONTROL
 RP0483  ___________________________________________________________________
 RP0483* NAD 83(1986)-  46 10 37.     (N)    097 00 04.     (W)     SCALED    
 RP0483* NAVD 88     -       314.847  (meters)    1032.96   (feet)  ADJUSTED  
 RP0483  ___________________________________________________________________
 RP0483  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RP0483  DYNAMIC HT  -         314.848 (meters)    1032.96  (feet)  COMP
 RP0483  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 RP0483
 RP0483  VERT ORDER  -  SECOND    CLASS 0
 RP0483
 RP0483.The horizontal coordinates were scaled from a topographic map and have
 RP0483.an estimated accuracy of +/- 6 seconds.
 RP0483
 RP0483.The orthometric height was determined by differential leveling
 RP0483.and adjusted by the National Geodetic Survey in June 1991..
 RP0483
 RP0483.The geoid height was determined by GEOID03.
 RP0483
 RP0483.The dynamic height is computed by dividing the NAVD 88
 RP0483.geopotential number by the normal gravity value computed on the
 RP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0483.degrees latitude (g = 980.6199 gals.).
 RP0483
 RP0483.The modeled gravity was interpolated from observed gravity values.
 RP0483
 RP0483;                    North         East    Units  Estimated Accuracy
 RP0483;SPC ND S     -    62,740.      870,080.      MT  (+/- 180 meters Scaled)
 RP0483
 RP0483                          SUPERSEDED SURVEY CONTROL
 RP0483
 RP0483  NGVD 29 (??/??/92)  314.596  (m)         1032.14   (f) ADJ UNCH    2 0
 RP0483
 RP0483.Superseded values are not recommended for survey control.
 RP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0483.See file dsdata.txt to determine how the superseded data were derived.
 RP0483
 RP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS542156(NAD 83)
 RP0483_MARKER: DB = BENCH MARK DISK
 RP0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0483_STAMPING: E-30 1934
 RP0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0483+STABILITY: SURFACE MOTION
 RP0483
 RP0483  HISTORY     - Date     Condition        Report By
 RP0483  HISTORY     - 1934     MONUMENTED       CGS
 RP0483
 RP0483                          STATION DESCRIPTION
 RP0483
 RP0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0483'1.6 MI NW FROM MANTADOR.
 RP0483'1.6 MILES NORTHWEST OF DEPOT AT.  ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0483'SAULT STE MARIE RAILROAD, 6 POLES SOUTHEAST OF MILEPOLE NO. 215.  AT
 RP0483'FENCE CORNER OF 45 DEGREE FENCE TO THE EAST.  18 FEET SOUTHEAST OF THE
 RP0483'CENTER OF THE GATE, 100 FEET SOUTHEAST OF SAFETY FIRST SIGN, 47 FEET
 RP0483'NORTHEAST OF CENTERLINE OF THE TRACKS, 3 FEET SOUTHWEST OF RIGHT OF
 RP0483'WAY FENCE AND 4 FEET BELOW LEVEL OF TRACKS.  NOTE-- THE MINNEAPOLIS,
 RP0483'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1042 ***********************************************************************
 SL1042  DESIGNATION -  E 301
 SL1042  PID         -  SL1042
 SL1042  STATE/COUNTY-  ND/GRAND FORKS
 SL1042  USGS QUAD   -  NORTHWOOD NW (1970)
 SL1042
 SL1042                         *CURRENT SURVEY CONTROL
 SL1042  ___________________________________________________________________
 SL1042* NAD 83(1986)-  47 41 12.     (N)    097 42 36.     (W)     SCALED    
 SL1042* NAVD 88     -       371.922  (meters)    1220.21   (feet)  ADJUSTED  
 SL1042  ___________________________________________________________________
 SL1042  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 SL1042  DYNAMIC HT  -         371.974 (meters)    1220.38  (feet)  COMP
 SL1042  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 SL1042
 SL1042  VERT ORDER  -  SECOND    CLASS 0
 SL1042
 SL1042.The horizontal coordinates were scaled from a topographic map and have
 SL1042.an estimated accuracy of +/- 6 seconds.
 SL1042
 SL1042.The orthometric height was determined by differential leveling
 SL1042.and adjusted by the National Geodetic Survey in June 1991..
 SL1042
 SL1042.The geoid height was determined by GEOID03.
 SL1042
 SL1042.The dynamic height is computed by dividing the NAVD 88
 SL1042.geopotential number by the normal gravity value computed on the
 SL1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1042.degrees latitude (g = 980.6199 gals.).
 SL1042
 SL1042.The modeled gravity was interpolated from observed gravity values.
 SL1042
 SL1042;                    North         East    Units  Estimated Accuracy
 SL1042;SPC ND N     -    80,140.      809,410.      MT  (+/- 180 meters Scaled)
 SL1042
 SL1042                          SUPERSEDED SURVEY CONTROL
 SL1042
 SL1042  NGVD 29 (??/??/92)  371.559  (m)         1219.02   (f) ADJ UNCH    2 0
 SL1042
 SL1042.Superseded values are not recommended for survey control.
 SL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1042.See file dsdata.txt to determine how the superseded data were derived.
 SL1042
 SL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT968822(NAD 83)
 SL1042_MARKER: DB = BENCH MARK DISK
 SL1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1042_STAMPING: E 301 1963
 SL1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1042+STABILITY: SURFACE MOTION
 SL1042
 SL1042  HISTORY     - Date     Condition        Report By
 SL1042  HISTORY     - 1963     MONUMENTED       CGS
 SL1042
 SL1042                          STATION DESCRIPTION
 SL1042
 SL1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1042'10.3 MI SW FROM NORTHWOOD.
 SL1042'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1042'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1042'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES
 SL1042'SOUTH ALONG A GRAVELED ROAD, IN SECTION 28, T 149 N, R 55 W, 107 FEET
 SL1042'EAST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE EXTENDED
 SL1042'CENTER LINE OF THE TRAIL ROAD WEST, 70 FEET EAST OF A FENCE CORNER, 2
 SL1042'FEET SOUTH OF A FENCE, 1.9 FEET WEST OF A METAL WITNESS POST, ABOUT 3
 SL1042'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL1042'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1063 ***********************************************************************
 SL1063  DESIGNATION -  E 302
 SL1063  PID         -  SL1063
 SL1063  STATE/COUNTY-  ND/STEELE
 SL1063  USGS QUAD   -  GOLDEN LAKE (1970)
 SL1063
 SL1063                         *CURRENT SURVEY CONTROL
 SL1063  ___________________________________________________________________
 SL1063* NAD 83(1986)-  47 36 04.     (N)    097 43 40.     (W)     SCALED    
 SL1063* NAVD 88     -       382.209  (meters)    1253.96   (feet)  ADJUSTED  
 SL1063  ___________________________________________________________________
 SL1063  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 SL1063  DYNAMIC HT  -         382.259 (meters)    1254.13  (feet)  COMP
 SL1063  MODELED GRAV-     980,734.1   (mgal)                       NAVD 88
 SL1063
 SL1063  VERT ORDER  -  SECOND    CLASS 0
 SL1063
 SL1063.The horizontal coordinates were scaled from a topographic map and have
 SL1063.an estimated accuracy of +/- 6 seconds.
 SL1063
 SL1063.The orthometric height was determined by differential leveling
 SL1063.and adjusted by the National Geodetic Survey in June 1991..
 SL1063
 SL1063.The geoid height was determined by GEOID03.
 SL1063
 SL1063.The dynamic height is computed by dividing the NAVD 88
 SL1063.geopotential number by the normal gravity value computed on the
 SL1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1063.degrees latitude (g = 980.6199 gals.).
 SL1063
 SL1063.The modeled gravity was interpolated from observed gravity values.
 SL1063
 SL1063;                    North         East    Units  Estimated Accuracy
 SL1063;SPC ND N     -    70,580.      808,420.      MT  (+/- 180 meters Scaled)
 SL1063
 SL1063                          SUPERSEDED SURVEY CONTROL
 SL1063
 SL1063  NGVD 29 (??/??/92)  381.849  (m)         1252.78   (f) ADJ UNCH    2 0
 SL1063
 SL1063.Superseded values are not recommended for survey control.
 SL1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1063.See file dsdata.txt to determine how the superseded data were derived.
 SL1063
 SL1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT956727(NAD 83)
 SL1063_MARKER: DB = BENCH MARK DISK
 SL1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1063_STAMPING: W 301 1963
 SL1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1063+STABILITY: SURFACE MOTION
 SL1063
 SL1063  HISTORY     - Date     Condition        Report By
 SL1063  HISTORY     - 1963     MONUMENTED       CGS
 SL1063
 SL1063                          STATION DESCRIPTION
 SL1063
 SL1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1063'12.8 MI E FROM FINLEY.
 SL1063'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1063'FINLEY, THENCE 5.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SL1063'WEST ALONG A GRAVELED ROAD OR ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY
 SL1063'32 FROM THE TRINITY LUTHERAN CHURCH AT SHARON, THENCE 5.2 MILES EAST
 SL1063'ALONG A GRAVELED ROAD, IN SECTION 30, T 148 N, R 55 W, 186 FEET
 SL1063'NORTHEAST OF THE CENTER OF AN INTERSECTION OF THE GRAVELED ROAD, A
 SL1063'TRAIL ROAD LEADING NORTH AND A GRAVELED ROAD LEADING SOUTH, 114 FEET
 SL1063'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 148 FEET EAST OF THE
 SL1063'CENTER LINE OF THE TRAIL ROAD LEADING NORTH, 1.5 FEET NORTH OF A METAL
 SL1063'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SL1063'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0889 ***********************************************************************
 SL0889  DESIGNATION -  E 304
 SL0889  PID         -  SL0889
 SL0889  STATE/COUNTY-  ND/STEELE
 SL0889  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0889
 SL0889                         *CURRENT SURVEY CONTROL
 SL0889  ___________________________________________________________________
 SL0889* NAD 83(1986)-  47 30 48.     (N)    097 45 00.     (W)     SCALED    
 SL0889* NAVD 88     -       394.683  (meters)    1294.89   (feet)  ADJUSTED  
 SL0889  ___________________________________________________________________
 SL0889  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 SL0889  DYNAMIC HT  -         394.729 (meters)    1295.04  (feet)  COMP
 SL0889  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 SL0889
 SL0889  VERT ORDER  -  SECOND    CLASS 0
 SL0889
 SL0889.The horizontal coordinates were scaled from a topographic map and have
 SL0889.an estimated accuracy of +/- 6 seconds.
 SL0889
 SL0889.The orthometric height was determined by differential leveling
 SL0889.and adjusted by the National Geodetic Survey in June 1991..
 SL0889
 SL0889.The geoid height was determined by GEOID03.
 SL0889
 SL0889.The dynamic height is computed by dividing the NAVD 88
 SL0889.geopotential number by the normal gravity value computed on the
 SL0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0889.degrees latitude (g = 980.6199 gals.).
 SL0889
 SL0889.The modeled gravity was interpolated from observed gravity values.
 SL0889
 SL0889;                    North         East    Units  Estimated Accuracy
 SL0889;SPC ND N     -    60,770.      807,100.      MT  (+/- 180 meters Scaled)
 SL0889
 SL0889                          SUPERSEDED SURVEY CONTROL
 SL0889
 SL0889  NGVD 29 (??/??/92)  394.321  (m)         1293.70   (f) ADJ UNCH    2 0
 SL0889
 SL0889.Superseded values are not recommended for survey control.
 SL0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0889.See file dsdata.txt to determine how the superseded data were derived.
 SL0889
 SL0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT941629(NAD 83)
 SL0889_MARKER: DB = BENCH MARK DISK
 SL0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0889_STAMPING: E 304 1963
 SL0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0889+STABILITY: SURFACE MOTION
 SL0889
 SL0889  HISTORY     - Date     Condition        Report By
 SL0889  HISTORY     - 1963     MONUMENTED       CGS
 SL0889
 SL0889                          STATION DESCRIPTION
 SL0889
 SL0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0889'4.0 MI E FROM FINLEY.
 SL0889'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0889'FINLEY, IN SECTION 36, T 147 N, R 56 W, AT A ROAD INTERSECTION, 78
 SL0889'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 110 FEET EAST OF THE
 SL0889'CENTER LINE OF A NORTH-SOUTH ROAD, 12 FEET EAST OF A POWER POLE, 2
 SL0889'FEET NORTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 SL0889'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SL0889'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0419 ***********************************************************************
 SM0419  DESIGNATION -  E 305
 SM0419  PID         -  SM0419
 SM0419  STATE/COUNTY-  ND/GRIGGS
 SM0419  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0419
 SM0419                         *CURRENT SURVEY CONTROL
 SM0419  ___________________________________________________________________
 SM0419* NAD 83(1986)-  47 26 33.     (N)    098 11 17.     (W)     SCALED    
 SM0419* NAVD 88     -       441.715  (meters)    1449.19   (feet)  ADJUSTED  
 SM0419  ___________________________________________________________________
 SM0419  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0419  DYNAMIC HT  -         441.764 (meters)    1449.35  (feet)  COMP
 SM0419  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 SM0419
 SM0419  VERT ORDER  -  SECOND    CLASS 0
 SM0419
 SM0419.The horizontal coordinates were scaled from a topographic map and have
 SM0419.an estimated accuracy of +/- 6 seconds.
 SM0419
 SM0419.The orthometric height was determined by differential leveling
 SM0419.and adjusted by the National Geodetic Survey in June 1991..
 SM0419
 SM0419.The geoid height was determined by GEOID03.
 SM0419
 SM0419.The dynamic height is computed by dividing the NAVD 88
 SM0419.geopotential number by the normal gravity value computed on the
 SM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0419.degrees latitude (g = 980.6199 gals.).
 SM0419
 SM0419.The modeled gravity was interpolated from observed gravity values.
 SM0419
 SM0419;                    North         East    Units  Estimated Accuracy
 SM0419;SPC ND N     -    51,820.      774,350.      MT  (+/- 180 meters Scaled)
 SM0419
 SM0419                          SUPERSEDED SURVEY CONTROL
 SM0419
 SM0419  NGVD 29 (??/??/92)  441.360  (m)         1448.03   (f) ADJ UNCH    2 0
 SM0419
 SM0419.Superseded values are not recommended for survey control.
 SM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0419.See file dsdata.txt to determine how the superseded data were derived.
 SM0419
 SM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT612546(NAD 83)
 SM0419_MARKER: DB = BENCH MARK DISK
 SM0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0419_STAMPING: E 305 1963
 SM0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0419+STABILITY: SURFACE MOTION
 SM0419
 SM0419  HISTORY     - Date     Condition        Report By
 SM0419  HISTORY     - 1963     MONUMENTED       CGS
 SM0419
 SM0419                          STATION DESCRIPTION
 SM0419
 SM0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0419'3.0 MI W FROM COOPERSTOWN.
 SM0419'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0419'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0419'THENCE 2.1 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 21, T
 SM0419'146 N, R 59 W, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 118
 SM0419'FEET WEST OF THE CENTER OF AN ENTRANCE TO A FIELD, 98 FEET WEST OF A
 SM0419'FENCE CORNER, 14 FEET WEST OF A TELEPHONE POLE, 2 1/2 FEET SOUTH OF A
 SM0419'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 SM0419'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0419'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0266 ***********************************************************************
 SM0266  DESIGNATION -  E 306
 SM0266  PID         -  SM0266
 SM0266  STATE/COUNTY-  ND/NELSON
 SM0266  USGS QUAD   -  MC VILLE SE (1963)
 SM0266
 SM0266                         *CURRENT SURVEY CONTROL
 SM0266  ___________________________________________________________________
 SM0266* NAD 83(1986)-  47 45 32.     (N)    098 04 32.     (W)     SCALED    
 SM0266* NAVD 88     -       465.001  (meters)    1525.59   (feet)  ADJUSTED  
 SM0266  ___________________________________________________________________
 SM0266  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0266  DYNAMIC HT  -         465.073 (meters)    1525.83  (feet)  COMP
 SM0266  MODELED GRAV-     980,751.1   (mgal)                       NAVD 88
 SM0266
 SM0266  VERT ORDER  -  SECOND    CLASS 0
 SM0266
 SM0266.The horizontal coordinates were scaled from a topographic map and have
 SM0266.an estimated accuracy of +/- 6 seconds.
 SM0266
 SM0266.The orthometric height was determined by differential leveling
 SM0266.and adjusted by the National Geodetic Survey in June 1991..
 SM0266
 SM0266.The geoid height was determined by GEOID03.
 SM0266
 SM0266.The dynamic height is computed by dividing the NAVD 88
 SM0266.geopotential number by the normal gravity value computed on the
 SM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0266.degrees latitude (g = 980.6199 gals.).
 SM0266
 SM0266.The modeled gravity was interpolated from observed gravity values.
 SM0266
 SM0266;                    North         East    Units  Estimated Accuracy
 SM0266;SPC ND N     -    87,240.      781,730.      MT  (+/- 180 meters Scaled)
 SM0266
 SM0266                          SUPERSEDED SURVEY CONTROL
 SM0266
 SM0266  NGVD 29 (??/??/92)  464.636  (m)         1524.39   (f) ADJ UNCH    2 0
 SM0266
 SM0266.Superseded values are not recommended for survey control.
 SM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0266.See file dsdata.txt to determine how the superseded data were derived.
 SM0266
 SM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT692899(NAD 83)
 SM0266_MARKER: DB = BENCH MARK DISK
 SM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0266_STAMPING: E 306 1963
 SM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0266+STABILITY: SURFACE MOTION
 SM0266
 SM0266  HISTORY     - Date     Condition        Report By
 SM0266  HISTORY     - 1963     MONUMENTED       CGS
 SM0266
 SM0266                          STATION DESCRIPTION
 SM0266
 SM0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0266'5.15 MI E FROM MCVILLE.
 SM0266'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0266'STATION AT MCVILLE, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 SM0266'THENCE 4.05 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 4, T 149 N, R
 SM0266'58 W, 200 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH A
 SM0266'GRAVELED ROAD SOUTH AND DIRT ROAD EAST, 72 FEET NORTHEAST OF THE
 SM0266'CENTER LINE OF THE ROAD, 6 1/2 FEET SOUTH OF A POWER POLE, 1.5 FEET
 SM0266'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0266'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1039 ***********************************************************************
 SL1039  DESIGNATION -  E 307
 SL1039  PID         -  SL1039
 SL1039  STATE/COUNTY-  ND/STEELE
 SL1039  USGS QUAD   -  FINLEY NE (1967)
 SL1039
 SL1039                         *CURRENT SURVEY CONTROL
 SL1039  ___________________________________________________________________
 SL1039* NAD 83(1986)-  47 39 32.     (N)    097 51 23.     (W)     SCALED    
 SL1039* NAVD 88     -       443.618  (meters)    1455.44   (feet)  ADJUSTED  
 SL1039  ___________________________________________________________________
 SL1039  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL1039  DYNAMIC HT  -         443.675 (meters)    1455.62  (feet)  COMP
 SL1039  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 SL1039
 SL1039  VERT ORDER  -  SECOND    CLASS 0
 SL1039
 SL1039.The horizontal coordinates were scaled from a topographic map and have
 SL1039.an estimated accuracy of +/- 6 seconds.
 SL1039
 SL1039.The orthometric height was determined by differential leveling
 SL1039.and adjusted by the National Geodetic Survey in June 1991..
 SL1039
 SL1039.The geoid height was determined by GEOID03.
 SL1039
 SL1039.The dynamic height is computed by dividing the NAVD 88
 SL1039.geopotential number by the normal gravity value computed on the
 SL1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1039.degrees latitude (g = 980.6199 gals.).
 SL1039
 SL1039.The modeled gravity was interpolated from observed gravity values.
 SL1039
 SL1039;                    North         East    Units  Estimated Accuracy
 SL1039;SPC ND N     -    76,660.      798,530.      MT  (+/- 180 meters Scaled)
 SL1039
 SL1039                          SUPERSEDED SURVEY CONTROL
 SL1039
 SL1039  NGVD 29 (??/??/92)  443.248  (m)         1454.22   (f) ADJ UNCH    2 0
 SL1039
 SL1039.Superseded values are not recommended for survey control.
 SL1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1039.See file dsdata.txt to determine how the superseded data were derived.
 SL1039
 SL1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT858790(NAD 83)
 SL1039_MARKER: DB = BENCH MARK DISK
 SL1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1039_STAMPING: E 307 1963
 SL1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1039+STABILITY: SURFACE MOTION
 SL1039
 SL1039  HISTORY     - Date     Condition        Report By
 SL1039  HISTORY     - 1963     MONUMENTED       CGS
 SL1039  HISTORY     - 1983     GOOD             USPSQD
 SL1039
 SL1039                          STATION DESCRIPTION
 SL1039
 SL1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1039'7.9 MI NE FROM SHARON.
 SL1039'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1039'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1039'4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A
 SL1039'GRAVELED ROAD, IN SECTION 1, T 148 N, R 56 W, 105 FEET NORTHWEST OF
 SL1039'THE INTERSECTION WITH A TRAIL ROAD, 92 FEET NORTH OF THE CENTER LINE
 SL1039'OF THE ROAD 35 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SL1039'2.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SL1039'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SL1039'INCHES.
 SL1039
 SL1039                          STATION RECOVERY (1983)
 SL1039
 SL1039'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0402 ***********************************************************************
 SM0402  DESIGNATION -  E 308
 SM0402  PID         -  SM0402
 SM0402  STATE/COUNTY-  ND/GRIGGS
 SM0402  USGS QUAD   -  SUTTON NE (1961)
 SM0402
 SM0402                         *CURRENT SURVEY CONTROL
 SM0402  ___________________________________________________________________
 SM0402* NAD 83(1986)-  47 23 56.     (N)    098 22 16.     (W)     SCALED    
 SM0402* NAVD 88     -       442.324  (meters)    1451.19   (feet)  ADJUSTED  
 SM0402  ___________________________________________________________________
 SM0402  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SM0402  DYNAMIC HT  -         442.371 (meters)    1451.35  (feet)  COMP
 SM0402  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 SM0402
 SM0402  VERT ORDER  -  SECOND    CLASS 0
 SM0402
 SM0402.The horizontal coordinates were scaled from a topographic map and have
 SM0402.an estimated accuracy of +/- 6 seconds.
 SM0402
 SM0402.The orthometric height was determined by differential leveling
 SM0402.and adjusted by the National Geodetic Survey in June 1991..
 SM0402
 SM0402.The geoid height was determined by GEOID03.
 SM0402
 SM0402.The dynamic height is computed by dividing the NAVD 88
 SM0402.geopotential number by the normal gravity value computed on the
 SM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0402.degrees latitude (g = 980.6199 gals.).
 SM0402
 SM0402.The modeled gravity was interpolated from observed gravity values.
 SM0402
 SM0402;                    North         East    Units  Estimated Accuracy
 SM0402;SPC ND N     -    46,570.      760,690.      MT  (+/- 180 meters Scaled)
 SM0402
 SM0402                          SUPERSEDED SURVEY CONTROL
 SM0402
 SM0402  NGVD 29 (??/??/92)  441.97   (m)         1450.0    (f) COMPUTED    2 0
 SM0402
 SM0402.Superseded values are not recommended for survey control.
 SM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0402.See file dsdata.txt to determine how the superseded data were derived.
 SM0402
 SM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT474496(NAD 83)
 SM0402_MARKER: DB = BENCH MARK DISK
 SM0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0402_STAMPING: E 308 1963
 SM0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0402+STABILITY: SURFACE MOTION
 SM0402
 SM0402  HISTORY     - Date     Condition        Report By
 SM0402  HISTORY     - 1963     MONUMENTED       CGS
 SM0402
 SM0402                          STATION DESCRIPTION
 SM0402
 SM0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0402'4.0 MI NW FROM REVERE.
 SM0402'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0402'STATION AND PHONE BOOTH AT REVERE, THENCE 0.85 MILES NORTH ALONG A
 SM0402'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A TRAIL ROAD, IN SECTION 6,
 SM0402'T 145 N, R 60 W, AT A ROAD INTERSECTION, 39 FEET EAST OF THE CENTER
 SM0402'LINE OF THE ROAD, 22 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 SM0402'ROAD, 15 1/2 FEET EAST OF THE NORTHWEST CORNER OF A FENCE WHICH IS
 SM0402'AROUND A SMALL CEMETERY, 1 1/2 FEET NROTH OF A FENCE, 1.7 FEET EAST OF
 SM0402'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 SM0402'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0327 ***********************************************************************
 SM0327  DESIGNATION -  E 309
 SM0327  PID         -  SM0327
 SM0327  STATE/COUNTY-  ND/GRIGGS
 SM0327  USGS QUAD   -  JESSIE (1961)
 SM0327
 SM0327                         *CURRENT SURVEY CONTROL
 SM0327  ___________________________________________________________________
 SM0327* NAD 83(1986)-  47 33 28.     (N)    098 08 03.     (W)     SCALED    
 SM0327* NAVD 88     -       440.484  (meters)    1445.15   (feet)  ADJUSTED  
 SM0327  ___________________________________________________________________
 SM0327  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 SM0327  DYNAMIC HT  -         440.539 (meters)    1445.34  (feet)  COMP
 SM0327  MODELED GRAV-     980,723.6   (mgal)                       NAVD 88
 SM0327
 SM0327  VERT ORDER  -  SECOND    CLASS 0
 SM0327
 SM0327.The horizontal coordinates were scaled from a topographic map and have
 SM0327.an estimated accuracy of +/- 6 seconds.
 SM0327
 SM0327.The orthometric height was determined by differential leveling
 SM0327.and adjusted by the National Geodetic Survey in June 1991..
 SM0327
 SM0327.The geoid height was determined by GEOID03.
 SM0327
 SM0327.The dynamic height is computed by dividing the NAVD 88
 SM0327.geopotential number by the normal gravity value computed on the
 SM0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0327.degrees latitude (g = 980.6199 gals.).
 SM0327
 SM0327.The modeled gravity was interpolated from observed gravity values.
 SM0327
 SM0327;                    North         East    Units  Estimated Accuracy
 SM0327;SPC ND N     -    64,750.      778,020.      MT  (+/- 180 meters Scaled)
 SM0327
 SM0327                          SUPERSEDED SURVEY CONTROL
 SM0327
 SM0327  NGVD 29 (??/??/92)  440.122  (m)         1443.97   (f) ADJ UNCH    2 0
 SM0327
 SM0327.Superseded values are not recommended for survey control.
 SM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0327.See file dsdata.txt to determine how the superseded data were derived.
 SM0327
 SM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT651675(NAD 83)
 SM0327_MARKER: DB = BENCH MARK DISK
 SM0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0327_STAMPING: E 309 1963
 SM0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0327+STABILITY: SURFACE MOTION
 SM0327
 SM0327  HISTORY     - Date     Condition        Report By
 SM0327  HISTORY     - 1963     MONUMENTED       CGS
 SM0327
 SM0327                          STATION DESCRIPTION
 SM0327
 SM0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0327'8.4 MI N FROM COOPERSTOWN.
 SM0327'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0327'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0327'HIGHWAY 45, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION
 SM0327'14, T 147 N, R 59 W, 98 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 SM0327'OF THE GRAVELED ROAD WITH A GRADED DIRT ROAD LEADING WEST, 62 FEET
 SM0327'WEST OF THE CENTER LINE OF THE ROAD, 78 FEET SOUTH OF THE CENTER LINE
 SM0327'OF A DIRT ROAD, 8 1/2 FEET EAST OF A POWER POLE, 5.0 FEET WEST OF A
 SM0327'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SM0327'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0067 ***********************************************************************
 RQ0067  DESIGNATION -  E 31
 RQ0067  PID         -  RQ0067
 RQ0067  STATE/COUNTY-  ND/RANSOM
 RQ0067  USGS QUAD   -  VERONA (1970)
 RQ0067
 RQ0067                         *CURRENT SURVEY CONTROL
 RQ0067  ___________________________________________________________________
 RQ0067* NAD 83(1986)-  46 22 10.     (N)    098 00 24.     (W)     SCALED    
 RQ0067* NAVD 88     -       418.716  (meters)    1373.74   (feet)  ADJUSTED  
 RQ0067  ___________________________________________________________________
 RQ0067  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 RQ0067  DYNAMIC HT  -         418.729 (meters)    1373.78  (feet)  COMP
 RQ0067  MODELED GRAV-     980,631.9   (mgal)                       NAVD 88
 RQ0067
 RQ0067  VERT ORDER  -  SECOND    CLASS 0
 RQ0067
 RQ0067.The horizontal coordinates were scaled from a topographic map and have
 RQ0067.an estimated accuracy of +/- 6 seconds.
 RQ0067
 RQ0067.The orthometric height was determined by differential leveling
 RQ0067.and adjusted by the National Geodetic Survey in June 1991..
 RQ0067
 RQ0067.The geoid height was determined by GEOID03.
 RQ0067
 RQ0067.The dynamic height is computed by dividing the NAVD 88
 RQ0067.geopotential number by the normal gravity value computed on the
 RQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0067.degrees latitude (g = 980.6199 gals.).
 RQ0067
 RQ0067.The modeled gravity was interpolated from observed gravity values.
 RQ0067
 RQ0067;                    North         East    Units  Estimated Accuracy
 RQ0067;SPC ND S     -    81,160.      791,810.      MT  (+/- 180 meters Scaled)
 RQ0067
 RQ0067                          SUPERSEDED SURVEY CONTROL
 RQ0067
 RQ0067  NGVD 29 (??/??/92)  418.386  (m)         1372.65   (f) ADJ UNCH    2 0
 RQ0067
 RQ0067.Superseded values are not recommended for survey control.
 RQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0067.See file dsdata.txt to determine how the superseded data were derived.
 RQ0067
 RQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS764355(NAD 83)
 RQ0067_MARKER: DB = BENCH MARK DISK
 RQ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0067_STAMPING: E 31 1934
 RQ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0067+STABILITY: SURFACE MOTION
 RQ0067
 RQ0067  HISTORY     - Date     Condition        Report By
 RQ0067  HISTORY     - 1934     MONUMENTED       CGS
 RQ0067  HISTORY     - 1953     GOOD             USGS
 RQ0067
 RQ0067                          STATION DESCRIPTION
 RQ0067
 RQ0067'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RQ0067'3.2 MI NE FROM VERONA.
 RQ0067'IN RANSOM COUNTY, ABOUT 3.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC
 RQ0067'RAILWAY FROM THE STATION AT VERONA, LA MOURE COUNTY, ABOUT 13 POLES
 RQ0067'POLES SOUTHWEST OF MILEPOST 72, ABOUT 225 FEET SOUTHWEST OF THE CENTER
 RQ0067'OF THE CROSSING OF A PUBLIC ROAD AND A TOWNSHIP LINE, 38 FEET
 RQ0067'NORTHWEST OF THE CENTER LINE OF THE TRACK, 3 FEET SOUTH OF A POLE WITH
 RQ0067'A GUY WIRE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 RQ0067'STAMPED E 31 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BM IS
 RQ0067'69 FT S. AND 203 FT. W. OF CENTER RAILROAD GRADE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0370 ***********************************************************************
 RP0370  DESIGNATION -  E 32
 RP0370  PID         -  RP0370
 RP0370  STATE/COUNTY-  ND/RICHLAND
 RP0370  USGS QUAD   -  CHRISTINE (1979)
 RP0370
 RP0370                         *CURRENT SURVEY CONTROL
 RP0370  ___________________________________________________________________
 RP0370* NAD 83(1986)-  46 33 29.     (N)    096 48 02.     (W)     SCALED    
 RP0370* NAVD 88     -       283.389  (meters)     929.75   (feet)  ADJUSTED  
 RP0370  ___________________________________________________________________
 RP0370  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RP0370  DYNAMIC HT  -         283.407 (meters)     929.81  (feet)  COMP
 RP0370  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 RP0370
 RP0370  VERT ORDER  -  FIRST     CLASS II
 RP0370
 RP0370.The horizontal coordinates were scaled from a topographic map and have
 RP0370.an estimated accuracy of +/- 6 seconds.
 RP0370
 RP0370.The orthometric height was determined by differential leveling
 RP0370.and adjusted by the National Geodetic Survey in June 1991..
 RP0370.WARNING-Repeat measurements at this control monument indicate possible
 RP0370.vertical movement.
 RP0370
 RP0370.The geoid height was determined by GEOID03.
 RP0370
 RP0370.The dynamic height is computed by dividing the NAVD 88
 RP0370.geopotential number by the normal gravity value computed on the
 RP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0370.degrees latitude (g = 980.6199 gals.).
 RP0370
 RP0370.The modeled gravity was interpolated from observed gravity values.
 RP0370
 RP0370;                    North         East    Units  Estimated Accuracy
 RP0370;SPC ND S     -   105,760.      883,560.      MT  (+/- 180 meters Scaled)
 RP0370
 RP0370                          SUPERSEDED SURVEY CONTROL
 RP0370
 RP0370  NGVD 29 (??/??/92)  283.060  (m)          928.67   (f) ADJ UNCH    1 2
 RP0370
 RP0370.Superseded values are not recommended for survey control.
 RP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0370.See file dsdata.txt to determine how the superseded data were derived.
 RP0370
 RP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS685584(NAD 83)
 RP0370_MARKER: DB = BENCH MARK DISK
 RP0370_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RP0370_SP_SET: HEADWALL
 RP0370_STAMPING: E 32 1934
 RP0370_MARK LOGO: CGS   
 RP0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0370+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP0370
 RP0370  HISTORY     - Date     Condition        Report By
 RP0370  HISTORY     - 1934     MONUMENTED       CGS
 RP0370  HISTORY     - 1962     GOOD             NGS
 RP0370  HISTORY     - 19900723 GOOD             NGS
 RP0370
 RP0370                          STATION DESCRIPTION
 RP0370
 RP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0370'1.3 MI S FROM CHRISTINE.
 RP0370'1.3 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0370'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, ABOUT 9 POLES
 RP0370'NORTHWEST OF MILEPOST 93, AT A PUBLIC-ROAD CROSSING, 21 FEET SOUTH OF
 RP0370'THE CENTER LINE OF THE ROAD, AT A 36-INCH CONCRETE MULTIPLE-PIPE
 RP0370'CULVERT UNDER THE ROAD, IN THE TOP OF THE EAST END OF THE SOUTH
 RP0370'CONCRETE HEAD WALL, ABOUT 103 FEET WEST OF THE CENTER LINE OF THE
 RP0370'TRACK, 2 FEET NORTH OF A WHITE POST MARKED U.S.B.M., AND ABOUT LEVEL
 RP0370'WITH THE TRACK.  A STANDARD DISK, STAMPED E 32 1934.
 RP0370
 RP0370                          STATION RECOVERY (1990)
 RP0370
 RP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0370'13.2 KM (8.2 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0370'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, THENCE 0.1 KM (0.1
 RP0370'MI) NORTHERLY ALONG A SECTION LINE ROAD, IN TOP OF AND 0.1 M (0.3 FT)
 RP0370'WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, 9.3
 RP0370'M (30.5 FT) NORTH OF A UTILITY POLE, 9.3 M (30.5 FT) EAST OF THE ROAD
 RP0370'CENTER, 6.1 M (20.0 FT) SOUTH OF THE CENTER OF A SECTION LINE ROAD,
 RP0370'1.2 M (3.9 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 RP0370'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0554 ***********************************************************************
 TG0554  DESIGNATION -  E 325
 TG0554  PID         -  TG0554
 TG0554  STATE/COUNTY-  ND/MOUNTRAIL
 TG0554  USGS QUAD   -  LOSTWOOD (1981)
 TG0554
 TG0554                         *CURRENT SURVEY CONTROL
 TG0554  ___________________________________________________________________
 TG0554* NAD 83(1986)-  48 24 56.     (N)    102 24 27.     (W)     SCALED    
 TG0554* NAVD 88     -       707.796  (meters)    2322.16   (feet)  ADJUSTED  
 TG0554  ___________________________________________________________________
 TG0554  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0554  DYNAMIC HT  -         707.914 (meters)    2322.55  (feet)  COMP
 TG0554  MODELED GRAV-     980,754.2   (mgal)                       NAVD 88
 TG0554
 TG0554  VERT ORDER  -  SECOND    CLASS 0
 TG0554
 TG0554.The horizontal coordinates were scaled from a topographic map and have
 TG0554.an estimated accuracy of +/- 6 seconds.
 TG0554
 TG0554.The orthometric height was determined by differential leveling
 TG0554.and adjusted by the National Geodetic Survey in June 1991..
 TG0554
 TG0554.The geoid height was determined by GEOID03.
 TG0554
 TG0554.The dynamic height is computed by dividing the NAVD 88
 TG0554.geopotential number by the normal gravity value computed on the
 TG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0554.degrees latitude (g = 980.6199 gals.).
 TG0554
 TG0554.The modeled gravity was interpolated from observed gravity values.
 TG0554
 TG0554;                    North         East    Units  Estimated Accuracy
 TG0554;SPC ND N     -   159,130.      458,820.      MT  (+/- 180 meters Scaled)
 TG0554
 TG0554                          SUPERSEDED SURVEY CONTROL
 TG0554
 TG0554  NGVD 29 (??/??/92)  707.34   (m)         2320.7    (f) COMPUTED    2 0
 TG0554
 TG0554.Superseded values are not recommended for survey control.
 TG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0554.See file dsdata.txt to determine how the superseded data were derived.
 TG0554
 TG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP918657(NAD 83)
 TG0554_MARKER: DB = BENCH MARK DISK
 TG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0554_STAMPING: E-325 1935
 TG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0554+STABILITY: SURFACE MOTION
 TG0554
 TG0554  HISTORY     - Date     Condition        Report By
 TG0554  HISTORY     - 1935     MONUMENTED       CGS
 TG0554
 TG0554                          STATION DESCRIPTION
 TG0554
 TG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0554'7.5 MI N FROM STANLEY.
 TG0554'ALONG THE STANLEY-BOWBELLS ROAD (HWY NO. 8).  30 FT SOUTH OF
 TG0554'CENTERLINE OF CROSS ROAD, THENCE 33 FT EAST OF CENTERLINE OF HIWAY.
 TG0554'INSIDE OF RIGHT OF WAY FENCE AND 2 FT SOUTHEAST OF FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0555 ***********************************************************************
 TG0555  DESIGNATION -  E 325 RESET
 TG0555  PID         -  TG0555
 TG0555  STATE/COUNTY-  ND/MOUNTRAIL
 TG0555  USGS QUAD   -  LOSTWOOD (1981)
 TG0555
 TG0555                         *CURRENT SURVEY CONTROL
 TG0555  ___________________________________________________________________
 TG0555* NAD 83(1986)-  48 24 56.     (N)    102 24 27.     (W)     SCALED    
 TG0555* NAVD 88     -       706.978  (meters)    2319.48   (feet)  ADJUSTED  
 TG0555  ___________________________________________________________________
 TG0555  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0555  DYNAMIC HT  -         707.097 (meters)    2319.87  (feet)  COMP
 TG0555  MODELED GRAV-     980,754.2   (mgal)                       NAVD 88
 TG0555
 TG0555  VERT ORDER  -  SECOND    CLASS 0
 TG0555
 TG0555.The horizontal coordinates were scaled from a topographic map and have
 TG0555.an estimated accuracy of +/- 6 seconds.
 TG0555
 TG0555.The orthometric height was determined by differential leveling
 TG0555.and adjusted by the National Geodetic Survey in June 1991..
 TG0555
 TG0555.The geoid height was determined by GEOID03.
 TG0555
 TG0555.The dynamic height is computed by dividing the NAVD 88
 TG0555.geopotential number by the normal gravity value computed on the
 TG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0555.degrees latitude (g = 980.6199 gals.).
 TG0555
 TG0555.The modeled gravity was interpolated from observed gravity values.
 TG0555
 TG0555;                    North         East    Units  Estimated Accuracy
 TG0555;SPC ND N     -   159,130.      458,820.      MT  (+/- 180 meters Scaled)
 TG0555
 TG0555                          SUPERSEDED SURVEY CONTROL
 TG0555
 TG0555  NGVD 29 (??/??/92)  706.531  (m)         2318.01   (f) ADJ UNCH    2 0
 TG0555
 TG0555.Superseded values are not recommended for survey control.
 TG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0555.See file dsdata.txt to determine how the superseded data were derived.
 TG0555
 TG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP918657(NAD 83)
 TG0555_MARKER: DB = BENCH MARK DISK
 TG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0555_STAMPING: E 325 RESET 1952
 TG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0555+STABILITY: SURFACE MOTION
 TG0555
 TG0555  HISTORY     - Date     Condition        Report By
 TG0555  HISTORY     - 1952     MONUMENTED       NDHD
 TG0555  HISTORY     - 1963     GOOD             NGS
 TG0555
 TG0555                          STATION DESCRIPTION
 TG0555
 TG0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0555'6.8 MI N FROM STANLEY.
 TG0555'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0555'STANLEY, 111 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 TG0555'INTERSECTION, 83 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 75
 TG0555'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.1 FEET WEST OF A METAL
 TG0555'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0555'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S 23, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0997 ***********************************************************************
 TG0997  DESIGNATION -  E 327
 TG0997  PID         -  TG0997
 TG0997  STATE/COUNTY-  ND/BURKE
 TG0997  USGS QUAD   -  HELDE LAKE (1974)
 TG0997
 TG0997                         *CURRENT SURVEY CONTROL
 TG0997  ___________________________________________________________________
 TG0997* NAD 83(1986)-  48 37 49.     (N)    102 34 53.     (W)     SCALED    
 TG0997* NAVD 88     -       717.429  (meters)    2353.76   (feet)  ADJUSTED  
 TG0997  ___________________________________________________________________
 TG0997  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TG0997  DYNAMIC HT  -         717.560 (meters)    2354.19  (feet)  COMP
 TG0997  MODELED GRAV-     980,768.4   (mgal)                       NAVD 88
 TG0997
 TG0997  VERT ORDER  -  SECOND    CLASS 0
 TG0997
 TG0997.The horizontal coordinates were scaled from a topographic map and have
 TG0997.an estimated accuracy of +/- 6 seconds.
 TG0997
 TG0997.The orthometric height was determined by differential leveling
 TG0997.and adjusted by the National Geodetic Survey in June 1991..
 TG0997
 TG0997.The geoid height was determined by GEOID03.
 TG0997
 TG0997.The dynamic height is computed by dividing the NAVD 88
 TG0997.geopotential number by the normal gravity value computed on the
 TG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0997.degrees latitude (g = 980.6199 gals.).
 TG0997
 TG0997.The modeled gravity was interpolated from observed gravity values.
 TG0997
 TG0997;                    North         East    Units  Estimated Accuracy
 TG0997;SPC ND N     -   183,340.      446,600.      MT  (+/- 180 meters Scaled)
 TG0997
 TG0997                          SUPERSEDED SURVEY CONTROL
 TG0997
 TG0997  NGVD 29 (??/??/92)  716.983  (m)         2352.30   (f) ADJ UNCH    2 0
 TG0997
 TG0997.Superseded values are not recommended for survey control.
 TG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0997.See file dsdata.txt to determine how the superseded data were derived.
 TG0997
 TG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP782891(NAD 83)
 TG0997_MARKER: DB = BENCH MARK DISK
 TG0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0997_STAMPING: E 327 1935
 TG0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0997+STABILITY: SURFACE MOTION
 TG0997
 TG0997  HISTORY     - Date     Condition        Report By
 TG0997  HISTORY     - 1935     MONUMENTED       CGS
 TG0997  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0997
 TG0997                          STATION DESCRIPTION
 TG0997
 TG0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0997'3.0 MI E FROM POWERS LAKE.
 TG0997'3.0 MILES EAST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, BURKE COUNTY,
 TG0997'THENCE 5.0 MILES NORTH ALONG THE LIGNITE ROAD.  45 FEET EAST OF THE
 TG0997'CENTERLINE OF THE ROAD, 33 FEET NORTH OF A FENCE, 15 FEET SOUTHEAST OF
 TG0997'A POLE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 327 1935
 TG0997'AND SET IN THE TOP OF A CONCRETE POST.
 TG0997
 TG0997                          STATION RECOVERY (1974)
 TG0997
 TG0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0330 ***********************************************************************
 TG0330  DESIGNATION -  E 328
 TG0330  PID         -  TG0330
 TG0330  STATE/COUNTY-  ND/WARD
 TG0330  USGS QUAD   -  NIOBE (1949)
 TG0330
 TG0330                         *CURRENT SURVEY CONTROL
 TG0330  ___________________________________________________________________
 TG0330* NAD 83(1986)-  48 39 45.     (N)    102 12 43.     (W)     SCALED    
 TG0330* NAVD 88     -       628.811  (meters)    2063.02   (feet)  ADJUSTED  
 TG0330  ___________________________________________________________________
 TG0330  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 TG0330  DYNAMIC HT  -         628.929 (meters)    2063.41  (feet)  COMP
 TG0330  MODELED GRAV-     980,777.7   (mgal)                       NAVD 88
 TG0330
 TG0330  VERT ORDER  -  SECOND    CLASS 0
 TG0330
 TG0330.The horizontal coordinates were scaled from a topographic map and have
 TG0330.an estimated accuracy of +/- 6 seconds.
 TG0330
 TG0330.The orthometric height was determined by differential leveling
 TG0330.and adjusted by the National Geodetic Survey in June 1991..
 TG0330
 TG0330.The geoid height was determined by GEOID03.
 TG0330
 TG0330.The dynamic height is computed by dividing the NAVD 88
 TG0330.geopotential number by the normal gravity value computed on the
 TG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0330.degrees latitude (g = 980.6199 gals.).
 TG0330
 TG0330.The modeled gravity was interpolated from observed gravity values.
 TG0330
 TG0330;                    North         East    Units  Estimated Accuracy
 TG0330;SPC ND N     -   186,250.      473,900.      MT  (+/- 180 meters Scaled)
 TG0330
 TG0330                          SUPERSEDED SURVEY CONTROL
 TG0330
 TG0330  NGVD 29 (??/??/92)  628.393  (m)         2061.65   (f) ADJ UNCH    2 0
 TG0330
 TG0330.Superseded values are not recommended for survey control.
 TG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0330.See file dsdata.txt to determine how the superseded data were derived.
 TG0330
 TG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP052936(NAD 83)
 TG0330_MARKER: DB = BENCH MARK DISK
 TG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0330_STAMPING: E 328 1935
 TG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0330+STABILITY: SURFACE MOTION
 TG0330
 TG0330  HISTORY     - Date     Condition        Report By
 TG0330  HISTORY     - 1935     MONUMENTED       CGS
 TG0330
 TG0330                          STATION DESCRIPTION
 TG0330
 TG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0330'2.0 MI S FROM NIOBE.
 TG0330'2.0 MILES SOUTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION
 TG0330'AT NIOBE, WARD COUNTY, ABOUT 700 FEET NORTHEAST OF TWIN GRAIN BINS, AT
 TG0330'A ROAD INTERSECTION, 84 FEET NORTH OF THE CENTERLINE OF THE
 TG0330'EAST-AND-WEST ROAD, 23 FEET EAST OF THE CENTERLINE OF THE
 TG0330'NORTH-AND-SOUTH ROAD, AND LEVEL WITH ROAD.  A STANDARD DISK, STAMPED E
 TG0330'328 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0195 ***********************************************************************
 TG0195  DESIGNATION -  E 329
 TG0195  PID         -  TG0195
 TG0195  STATE/COUNTY-  ND/BURKE
 TG0195  USGS QUAD   -  FLAXTON (1947)
 TG0195
 TG0195                         *CURRENT SURVEY CONTROL
 TG0195  ___________________________________________________________________
 TG0195* NAD 83(1986)-  48 52 47.     (N)    102 24 54.     (W)     SCALED    
 TG0195* NAVD 88     -       596.926  (meters)    1958.41   (feet)  ADJUSTED  
 TG0195  ___________________________________________________________________
 TG0195  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TG0195  DYNAMIC HT  -         597.057 (meters)    1958.84  (feet)  COMP
 TG0195  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 TG0195
 TG0195  VERT ORDER  -  FIRST     CLASS II
 TG0195
 TG0195.The horizontal coordinates were scaled from a topographic map and have
 TG0195.an estimated accuracy of +/- 6 seconds.
 TG0195
 TG0195.The orthometric height was determined by differential leveling
 TG0195.and adjusted by the National Geodetic Survey in June 1991..
 TG0195
 TG0195.The geoid height was determined by GEOID03.
 TG0195
 TG0195.The dynamic height is computed by dividing the NAVD 88
 TG0195.geopotential number by the normal gravity value computed on the
 TG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0195.degrees latitude (g = 980.6199 gals.).
 TG0195
 TG0195.The modeled gravity was interpolated from observed gravity values.
 TG0195
 TG0195;                    North         East    Units  Estimated Accuracy
 TG0195;SPC ND N     -   210,750.      459,550.      MT  (+/- 180 meters Scaled)
 TG0195
 TG0195                          SUPERSEDED SURVEY CONTROL
 TG0195
 TG0195  NGVD 29 (??/??/92)  596.517  (m)         1957.07   (f) ADJ UNCH    1 2
 TG0195
 TG0195.Superseded values are not recommended for survey control.
 TG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0195.See file dsdata.txt to determine how the superseded data were derived.
 TG0195
 TG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ895173(NAD 83)
 TG0195_MARKER: DB = BENCH MARK DISK
 TG0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0195_STAMPING: E 329 1935
 TG0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0195+STABILITY: SURFACE MOTION
 TG0195
 TG0195  HISTORY     - Date     Condition        Report By
 TG0195  HISTORY     - 1935     MONUMENTED       CGS
 TG0195  HISTORY     - 1963     GOOD             NGS
 TG0195
 TG0195                          STATION DESCRIPTION
 TG0195
 TG0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0195'2.3 MI SW FROM FLAXTON.
 TG0195'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0195'AT FLAXTON, THENCE 0.8 MILE WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0195'RAILROAD, THENCE 0.5 MILE SOUTH ALONG A TRAIL ROAD, THENCE 1.0 MILE
 TG0195'SOUTH ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, IN SECTION 12, T
 TG0195'162 N, R 91 W, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 TG0195'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A FENCE, 0.7
 TG0195'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 TG0195'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 TG0195'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1216 ***********************************************************************
 TF1216  DESIGNATION -  E 330
 TF1216  PID         -  TF1216
 TF1216  STATE/COUNTY-  ND/WARD
 TF1216  USGS QUAD   -  CARPIO (1979)
 TF1216
 TF1216                         *CURRENT SURVEY CONTROL
 TF1216  ___________________________________________________________________
 TF1216* NAD 83(1986)-  48 25 49.     (N)    101 43 41.     (W)     SCALED    
 TF1216* NAVD 88     -       581.526  (meters)    1907.89   (feet)  ADJUSTED  
 TF1216  ___________________________________________________________________
 TF1216  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 TF1216  DYNAMIC HT  -         581.637 (meters)    1908.25  (feet)  COMP
 TF1216  MODELED GRAV-     980,782.8   (mgal)                       NAVD 88
 TF1216
 TF1216  VERT ORDER  -  SECOND    CLASS 0
 TF1216
 TF1216.The horizontal coordinates were scaled from a topographic map and have
 TF1216.an estimated accuracy of +/- 6 seconds.
 TF1216
 TF1216.The orthometric height was determined by differential leveling
 TF1216.and adjusted by the National Geodetic Survey in June 1991..
 TF1216
 TF1216.The geoid height was determined by GEOID03.
 TF1216
 TF1216.The dynamic height is computed by dividing the NAVD 88
 TF1216.geopotential number by the normal gravity value computed on the
 TF1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1216.degrees latitude (g = 980.6199 gals.).
 TF1216
 TF1216.The modeled gravity was interpolated from observed gravity values.
 TF1216
 TF1216;                    North         East    Units  Estimated Accuracy
 TF1216;SPC ND N     -   159,750.      509,130.      MT  (+/- 180 meters Scaled)
 TF1216
 TF1216                          SUPERSEDED SURVEY CONTROL
 TF1216
 TF1216  NGVD 29 (??/??/92)  581.141  (m)         1906.63   (f) ADJ UNCH    2 0
 TF1216
 TF1216.Superseded values are not recommended for survey control.
 TF1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1216.See file dsdata.txt to determine how the superseded data were derived.
 TF1216
 TF1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU982677(NAD 83)
 TF1216_MARKER: DB = BENCH MARK DISK
 TF1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1216_STAMPING: E 330 1935
 TF1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1216+STABILITY: SURFACE MOTION
 TF1216
 TF1216  HISTORY     - Date     Condition        Report By
 TF1216  HISTORY     - 1935     MONUMENTED       CGS
 TF1216  HISTORY     - 1963     GOOD             NGS
 TF1216
 TF1216                          STATION DESCRIPTION
 TF1216
 TF1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1216'1.4 MI S FROM CARPIO.
 TF1216'0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1216'CARPIO, THENCE 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 28, 47 FEET
 TF1216'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 39 FEET SOUTHWEST OF THE
 TF1216'CENTERLINE OF A FIELD TURNOUT, 4.5 FEET NORTHWEST OF A T-JUNCTION OF
 TF1216'FENCES, 23 FEET SOUTHWEST OF A POWER POLE, 6.6 FEET WEST OF A METAL
 TF1216'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TF1216'CONCRETE POST PROJECTING 0.3 FOOT, S 12, R 86 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1033 ***********************************************************************
 TG1033  DESIGNATION -  E 331
 TG1033  PID         -  TG1033
 TG1033  STATE/COUNTY-  ND/BURKE
 TG1033  USGS QUAD   -  GRUBB LAKE (1974)
 TG1033
 TG1033                         *CURRENT SURVEY CONTROL
 TG1033  ___________________________________________________________________
 TG1033* NAD 83(1986)-  48 44 05.     (N)    102 42 37.     (W)     SCALED    
 TG1033* NAVD 88     -       745.333  (meters)    2445.31   (feet)  ADJUSTED  
 TG1033  ___________________________________________________________________
 TG1033  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG1033  DYNAMIC HT  -         745.468 (meters)    2445.76  (feet)  COMP
 TG1033  MODELED GRAV-     980,765.8   (mgal)                       NAVD 88
 TG1033
 TG1033  VERT ORDER  -  SECOND    CLASS 0
 TG1033
 TG1033.The horizontal coordinates were scaled from a topographic map and have
 TG1033.an estimated accuracy of +/- 6 seconds.
 TG1033
 TG1033.The orthometric height was determined by differential leveling
 TG1033.and adjusted by the National Geodetic Survey in June 1991..
 TG1033
 TG1033.The geoid height was determined by GEOID03.
 TG1033
 TG1033.The dynamic height is computed by dividing the NAVD 88
 TG1033.geopotential number by the normal gravity value computed on the
 TG1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1033.degrees latitude (g = 980.6199 gals.).
 TG1033
 TG1033.The modeled gravity was interpolated from observed gravity values.
 TG1033
 TG1033;                    North         East    Units  Estimated Accuracy
 TG1033;SPC ND N     -   195,210.      437,440.      MT  (+/- 180 meters Scaled)
 TG1033
 TG1033                          SUPERSEDED SURVEY CONTROL
 TG1033
 TG1033  NGVD 29 (??/??/92)  744.872  (m)         2443.80   (f) ADJ UNCH    2 0
 TG1033
 TG1033.Superseded values are not recommended for survey control.
 TG1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1033.See file dsdata.txt to determine how the superseded data were derived.
 TG1033
 TG1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ683004(NAD 83)
 TG1033_MARKER: DB = BENCH MARK DISK
 TG1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1033_STAMPING: E 331 1935
 TG1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1033+STABILITY: SURFACE MOTION
 TG1033
 TG1033  HISTORY     - Date     Condition        Report By
 TG1033  HISTORY     - 1935     MONUMENTED       CGS
 TG1033  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1033
 TG1033                          STATION DESCRIPTION
 TG1033
 TG1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1033'12.6 MI S FROM COLUMBUS.
 TG1033'12.6 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE COUNTY,
 TG1033'THENCE 2.1 MILES EAST ALONG A ROAD.  30 FEET NORTH OF THE CENTERLINE
 TG1033'OF THE ROAD, 24 FEET EAST OF A POLE, 6 FEET EAST OF THE CENTER OF A
 TG1033'CURVE, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET
 TG1033'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED E 331 1935 AND SET IN
 TG1033'THE TOP OF A CONCRETE POST.  NOTE-- ALL LAND MARKS HAVE BEEN CHANGED.
 TG1033
 TG1033                          STATION RECOVERY (1974)
 TG1033
 TG1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0981 ***********************************************************************
 TG0981  DESIGNATION -  E 332
 TG0981  PID         -  TG0981
 TG0981  STATE/COUNTY-  ND/BURKE
 TG0981  USGS QUAD   -  GRAND VIEW (1974)
 TG0981
 TG0981                         *CURRENT SURVEY CONTROL
 TG0981  ___________________________________________________________________
 TG0981* NAD 83(1996)-  48 40 35.73236(N)    102 45 40.22871(W)     ADJUSTED  
 TG0981* NAVD 88     -       746.013  (meters)    2447.54   (feet)  ADJUSTED  
 TG0981  ___________________________________________________________________
 TG0981  X           -    -932,144.104 (meters)                     COMP
 TG0981  Y           -  -4,115,754.905 (meters)                     COMP
 TG0981  Z           -   4,767,433.491 (meters)                     COMP
 TG0981  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 TG0981  ELLIP HEIGHT-         727.61  (meters)          (04/10/03) GPS OBS
 TG0981  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 TG0981  DYNAMIC HT  -         746.145 (meters)    2447.98  (feet)  COMP
 TG0981  MODELED GRAV-     980,761.7   (mgal)                       NAVD 88
 TG0981
 TG0981  HORZ ORDER  -  FIRST
 TG0981  VERT ORDER  -  SECOND    CLASS 0
 TG0981  ELLP ORDER  -  FOURTH    CLASS II
 TG0981
 TG0981.The horizontal coordinates were established by GPS observations
 TG0981.and adjusted by the National Geodetic Survey in May 2001..
 TG0981
 TG0981.The orthometric height was determined by differential leveling
 TG0981.and adjusted by the National Geodetic Survey in June 1991..
 TG0981
 TG0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG0981
 TG0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0981
 TG0981.The ellipsoidal height was determined by GPS observations
 TG0981.and is referenced to NAD 83.
 TG0981
 TG0981.The geoid height was determined by GEOID03.
 TG0981
 TG0981.The dynamic height is computed by dividing the NAVD 88
 TG0981.geopotential number by the normal gravity value computed on the
 TG0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0981.degrees latitude (g = 980.6199 gals.).
 TG0981
 TG0981.The modeled gravity was interpolated from observed gravity values.
 TG0981
 TG0981;                    North         East     Units Scale Factor Converg.
 TG0981;SPC ND N     -   188,856.859   433,502.951   MT  0.99998925   -1 40 57.4
 TG0981;SPC ND N     -   619,609.12  1,422,253.78   iFT  0.99998925   -1 40 57.4
 TG0981;UTM  13      - 5,393,923.788   664,805.600   MT  0.99993370   +1 40 54.2
 TG0981
 TG0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0981!SPC ND N     -   0.99988598  x   0.99998925  =   0.99987523
 TG0981!UTM  13      -   0.99988598  x   0.99993370  =   0.99981969
 TG0981
 TG0981                          SUPERSEDED SURVEY CONTROL
 TG0981
 TG0981  ELLIP H (05/11/01)  727.61   (m)                       GP(       ) 4 1
 TG0981  NAD 83(1996)-  48 40 35.73152(N)    102 45 40.22897(W) AD(       ) 1
 TG0981  ELLIP H (05/18/00)  727.71   (m)                       GP(       ) 2 2
 TG0981  NGVD 29 (??/??/92)  745.545  (m)         2446.01   (f) ADJ UNCH    2 0
 TG0981
 TG0981.Superseded values are not recommended for survey control.
 TG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0981.See file dsdata.txt to determine how the superseded data were derived.
 TG0981
 TG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP6480693924(NAD 83)
 TG0981_MARKER: DB = BENCH MARK DISK
 TG0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0981_STAMPING: E 332 1935
 TG0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0981+STABILITY: SURFACE MOTION
 TG0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG0981+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1996
 TG0981
 TG0981  HISTORY     - Date     Condition        Report By
 TG0981  HISTORY     - 1935     MONUMENTED       CGS
 TG0981  HISTORY     - 1974     GOOD             USGS
 TG0981  HISTORY     - 19960601 GOOD             IBC
 TG0981
 TG0981                          STATION DESCRIPTION
 TG0981
 TG0981'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG0981'8.4 MI NE FROM BATTLEVIEW.
 TG0981'FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 50, 0.7 MI. EAST OF
 TG0981'BATTLEVIEW, GO NORTH ON STATE HIGHWAY 40 FOR 6.0 MI. TO A CROSSROADS,
 TG0981'THENCE EAST ON COUNTY ROAD 0.7 MI. TO T-ROAD NORTH, THENCE NORTH 1.0
 TG0981'MI. TO FIELD ROAD CROSSING AND BM.  BM IS 44 FT. S AND 48 FT. WEST OF
 TG0981'THE CROSSING ON A BANK ABOUT 2.5 FT. HIGHER THAN THE ROAD, A STANDARD
 TG0981'TABLET STAMPED AS ABOVE SET IN CONCRETE POST PROJECTING ABOUT 0.2 FT.
 TG0981
 TG0981                          STATION RECOVERY (1996)
 TG0981
 TG0981'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1996 (MDC)
 TG0981'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1002 ***********************************************************************
 TF1002  DESIGNATION -  E 335 RESET
 TF1002  PID         -  TF1002
 TF1002  STATE/COUNTY-  ND/RENVILLE
 TF1002  USGS QUAD   -  BURLINGTON NE (1979)
 TF1002
 TF1002                         *CURRENT SURVEY CONTROL
 TF1002  ___________________________________________________________________
 TF1002* NAD 83(1986)-  48 26 24.     (N)    101 17 58.     (W)     SCALED    
 TF1002* NAVD 88     -       489.22   (+/-2cm)    1605.0    (feet)  VERTCON   
 TF1002  ___________________________________________________________________
 TF1002  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 TF1002
 TF1002  VERT ORDER  -  THIRD (See Below)
 TF1002
 TF1002.The horizontal coordinates were scaled from a topographic map and have
 TF1002.an estimated accuracy of +/- 6 seconds.
 TF1002
 TF1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1002.The vertical order pertains to the NGVD 29 superseded value.
 TF1002
 TF1002.The geoid height was determined by GEOID03.
 TF1002
 TF1002;                    North         East    Units  Estimated Accuracy
 TF1002;SPC ND N     -   160,410.      540,850.      MT  (+/- 180 meters Scaled)
 TF1002
 TF1002                          SUPERSEDED SURVEY CONTROL
 TF1002
 TF1002  NGVD 29 (11/04/04)  488.84   (m)         1603.8    (f) RESET       3  
 TF1002
 TF1002.Superseded values are not recommended for survey control.
 TF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1002.See file dsdata.txt to determine how the superseded data were derived.
 TF1002
 TF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU299677(NAD 83)
 TF1002_MARKER: DB = BENCH MARK DISK
 TF1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1002_STAMPING: E 335 RESET 1966
 TF1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1002+STABILITY: SURFACE MOTION
 TF1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF1002+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 TF1002
 TF1002  HISTORY     - Date     Condition        Report By
 TF1002  HISTORY     - 1966     MONUMENTED       CGS
 TF1002  HISTORY     - 20040525 GOOD             ORBITE
 TF1002
 TF1002                          STATION DESCRIPTION
 TF1002
 TF1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1002'4.7 MI N FROM RUTHVILLE.
 TF1002'ABOUT 9.2 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 TF1002'GREAT NORTHERN RAILWAY AT FORFAR, BOTTINEAU COUNTY, 4.7 MILES NORTH OF
 TF1002'RUTHVILLE, 110 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 1.5
 TF1002'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT SOUTH OF AN EAST-WEST
 TF1002'FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 TF1002'INCHES.
 TF1002
 TF1002                          STATION RECOVERY (2004)
 TF1002
 TF1002'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 TF1002'LOCATED 0.25 MILES SOUTH OF THE INTERSECTION WITH 198TH AVENUE. THE
 TF1002'EAST-WEST FENCE HAS BEEN REMOVED. THE MONUMENT IS APPROXIMATELY IN
 TF1002'LINE WITH A NORTH-SOUTH POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1177 ***********************************************************************
 TF1177  DESIGNATION -  E 336
 TF1177  PID         -  TF1177
 TF1177  STATE/COUNTY-  ND/RENVILLE
 TF1177  USGS QUAD   -  CARPIO NE (1979)
 TF1177
 TF1177                         *CURRENT SURVEY CONTROL
 TF1177  ___________________________________________________________________
 TF1177* NAD 83(1986)-  48 28 23.     (N)    101 31 01.     (W)     SCALED    
 TF1177* NAVD 88     -       538.473  (meters)    1766.64   (feet)  ADJUSTED  
 TF1177  ___________________________________________________________________
 TF1177  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 TF1177  DYNAMIC HT  -         538.577 (meters)    1766.98  (feet)  COMP
 TF1177  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TF1177
 TF1177  VERT ORDER  -  SECOND    CLASS 0
 TF1177
 TF1177.The horizontal coordinates were scaled from a topographic map and have
 TF1177.an estimated accuracy of +/- 6 seconds.
 TF1177
 TF1177.The orthometric height was determined by differential leveling
 TF1177.and adjusted by the National Geodetic Survey in June 1991..
 TF1177
 TF1177.The geoid height was determined by GEOID03.
 TF1177
 TF1177.The dynamic height is computed by dividing the NAVD 88
 TF1177.geopotential number by the normal gravity value computed on the
 TF1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1177.degrees latitude (g = 980.6199 gals.).
 TF1177
 TF1177.The modeled gravity was interpolated from observed gravity values.
 TF1177
 TF1177;                    North         East    Units  Estimated Accuracy
 TF1177;SPC ND N     -   164,280.      524,810.      MT  (+/- 180 meters Scaled)
 TF1177
 TF1177                          SUPERSEDED SURVEY CONTROL
 TF1177
 TF1177  NGVD 29 (??/??/92)  538.101  (m)         1765.42   (f) ADJ UNCH    2 0
 TF1177
 TF1177.Superseded values are not recommended for survey control.
 TF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1177.See file dsdata.txt to determine how the superseded data were derived.
 TF1177
 TF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU139719(NAD 83)
 TF1177_MARKER: DB = BENCH MARK DISK
 TF1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1177_STAMPING: E 336 1935
 TF1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1177+STABILITY: SURFACE MOTION
 TF1177
 TF1177  HISTORY     - Date     Condition        Report By
 TF1177  HISTORY     - 1935     MONUMENTED       CGS
 TF1177
 TF1177                          STATION DESCRIPTION
 TF1177
 TF1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1177'1.0 MI W FROM CHOLA.
 TF1177'1.0 MILE WEST ALONG THE SOO LINE RAILROAD (FORMERLY THE MINNEAPOLIS,
 TF1177'ST. PAUL AND SAULT STE. MARIE RAILROAD) FROM THE STATION AT CHOLA,
 TF1177'RENVILLE COUNTY, 10.0 MILES SOUTH ALONG A ROAD.  AT A ROAD
 TF1177'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1177'ROAD, 33 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND
 TF1177'2 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED E 336 1935 AND SET
 TF1177'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1598 ***********************************************************************
 TF1598  DESIGNATION -  E 337
 TF1598  PID         -  TF1598
 TF1598  STATE/COUNTY-  ND/WARD
 TF1598  USGS QUAD   -  NORMA (1948)
 TF1598
 TF1598                         *CURRENT SURVEY CONTROL
 TF1598  ___________________________________________________________________
 TF1598* NAD 83(1986)-  48 40 36.     (N)    101 58 21.     (W)     SCALED    
 TF1598* NAVD 88     -       583.588  (meters)    1914.65   (feet)  ADJUSTED  
 TF1598  ___________________________________________________________________
 TF1598  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TF1598  DYNAMIC HT  -         583.701 (meters)    1915.03  (feet)  COMP
 TF1598  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TF1598
 TF1598  VERT ORDER  -  SECOND    CLASS 0
 TF1598
 TF1598.The horizontal coordinates were scaled from a topographic map and have
 TF1598.an estimated accuracy of +/- 6 seconds.
 TF1598
 TF1598.The orthometric height was determined by differential leveling
 TF1598.and adjusted by the National Geodetic Survey in June 1991..
 TF1598
 TF1598.The geoid height was determined by GEOID03.
 TF1598
 TF1598.The dynamic height is computed by dividing the NAVD 88
 TF1598.geopotential number by the normal gravity value computed on the
 TF1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1598.degrees latitude (g = 980.6199 gals.).
 TF1598
 TF1598.The modeled gravity was interpolated from observed gravity values.
 TF1598
 TF1598;                    North         East    Units  Estimated Accuracy
 TF1598;SPC ND N     -   187,460.      491,570.      MT  (+/- 180 meters Scaled)
 TF1598
 TF1598                          SUPERSEDED SURVEY CONTROL
 TF1598
 TF1598  NGVD 29 (??/??/92)  583.19   (m)         1913.3    (f) COMPUTED    2 0
 TF1598
 TF1598.Superseded values are not recommended for survey control.
 TF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1598.See file dsdata.txt to determine how the superseded data were derived.
 TF1598
 TF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU811957(NAD 83)
 TF1598_MARKER: DB = BENCH MARK DISK
 TF1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1598_STAMPING: E 337 1935
 TF1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1598+STABILITY: SURFACE MOTION
 TF1598
 TF1598  HISTORY     - Date     Condition        Report By
 TF1598  HISTORY     - 1935     MONUMENTED       CGS
 TF1598  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1598
 TF1598                          STATION DESCRIPTION
 TF1598
 TF1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1598'3.5 MI S FROM NORMA.
 TF1598'IN WARD COUNTY, 3.5 MILES SOUTH ALONG A ROAD FROM THE SOO LINE
 TF1598'RAILROAD STATION AT NORMA, RENVILLE COUNTY, AT A ROAD INTERSECTION, 50
 TF1598'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 48 FEET
 TF1598'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 TF1598'STAMPED E 337 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0244 ***********************************************************************
 TG0244  DESIGNATION -  E 338
 TG0244  PID         -  TG0244
 TG0244  STATE/COUNTY-  ND/BURKE
 TG0244  USGS QUAD   -  BOWBELLS NW (1947)
 TG0244
 TG0244                         *CURRENT SURVEY CONTROL
 TG0244  ___________________________________________________________________
 TG0244* NAD 83(1986)-  48 53 31.     (N)    102 14 24.     (W)     SCALED    
 TG0244* NAVD 88     -       581.983  (meters)    1909.39   (feet)  ADJUSTED  
 TG0244  ___________________________________________________________________
 TG0244  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TG0244  DYNAMIC HT  -         582.110 (meters)    1909.81  (feet)  COMP
 TG0244  MODELED GRAV-     980,808.3   (mgal)                       NAVD 88
 TG0244
 TG0244  VERT ORDER  -  SECOND    CLASS 0
 TG0244
 TG0244.The horizontal coordinates were scaled from a topographic map and have
 TG0244.an estimated accuracy of +/- 6 seconds.
 TG0244
 TG0244.The orthometric height was determined by differential leveling
 TG0244.and adjusted by the National Geodetic Survey in June 1991..
 TG0244
 TG0244.The geoid height was determined by GEOID03.
 TG0244
 TG0244.The dynamic height is computed by dividing the NAVD 88
 TG0244.geopotential number by the normal gravity value computed on the
 TG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0244.degrees latitude (g = 980.6199 gals.).
 TG0244
 TG0244.The modeled gravity was interpolated from observed gravity values.
 TG0244
 TG0244;                    North         East    Units  Estimated Accuracy
 TG0244;SPC ND N     -   211,800.      472,410.      MT  (+/- 180 meters Scaled)
 TG0244
 TG0244                          SUPERSEDED SURVEY CONTROL
 TG0244
 TG0244  NGVD 29 (??/??/92)  581.574  (m)         1908.05   (f) ADJ UNCH    2 0
 TG0244
 TG0244.Superseded values are not recommended for survey control.
 TG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0244.See file dsdata.txt to determine how the superseded data were derived.
 TG0244
 TG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ022191(NAD 83)
 TG0244_MARKER: DB = BENCH MARK DISK
 TG0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0244_SP_SET: CULVERT
 TG0244_STAMPING: E 338 1935
 TG0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0244
 TG0244  HISTORY     - Date     Condition        Report By
 TG0244  HISTORY     - 1935     MONUMENTED       CGS
 TG0244  HISTORY     - 1963     GOOD             NGS
 TG0244
 TG0244                          STATION DESCRIPTION
 TG0244
 TG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0244'6.5 MI N FROM BOWBELLS.
 TG0244'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0244'RAILROAD STATION AT BOWBELLS, THENCE 5.9 MILES EAST ALONG U.S. HIGHWAY
 TG0244'52 AND STATE HIGHWAY 5 AND 8, OR 0.4 MILE SOUTHEAST ALONG THE SOO LINE
 TG0244'RAILROAD FROM THE STATION AT FLAXTON, THENCE 6.85 MILES EAST ALONG
 TG0244'U.S. HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, AT THE SOUTH POINT OF A
 TG0244'TRIANGLE FORMED BY THE HIGHWAYS, IN SECTION 5, T 162 N, R 89 W, SET IN
 TG0244'THE WEST HEADWALL OF A CULVERT, 69 FEET NORTHEAST OF THE CENTER LINE
 TG0244'OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD,
 TG0244'ABOUT LEVEL WITH THE ROAD, AND SET IN THE CENTER OF THE WEST HEADWALL
 TG0244'OF A CONCRETE CULVERT UNDER A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0608 ***********************************************************************
 TF0608  DESIGNATION -  E 339
 TF0608  PID         -  TF0608
 TF0608  STATE/COUNTY-  ND/BOTTINEAU
 TF0608  USGS QUAD   -  ANTLER SW (1980)
 TF0608
 TF0608                         *CURRENT SURVEY CONTROL
 TF0608  ___________________________________________________________________
 TF0608* NAD 83(1986)-  48 45 47.     (N)    101 27 12.     (W)     SCALED    
 TF0608* NAVD 88     -       489.874  (meters)    1607.19   (feet)  ADJUSTED  
 TF0608  ___________________________________________________________________
 TF0608  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 TF0608  DYNAMIC HT  -         489.980 (meters)    1607.54  (feet)  COMP
 TF0608  MODELED GRAV-     980,811.2   (mgal)                       NAVD 88
 TF0608
 TF0608  VERT ORDER  -  SECOND    CLASS 0
 TF0608
 TF0608.The horizontal coordinates were scaled from a topographic map and have
 TF0608.an estimated accuracy of +/- 6 seconds.
 TF0608
 TF0608.The orthometric height was determined by differential leveling
 TF0608.and adjusted by the National Geodetic Survey in June 1991..
 TF0608
 TF0608.The geoid height was determined by GEOID03.
 TF0608
 TF0608.The dynamic height is computed by dividing the NAVD 88
 TF0608.geopotential number by the normal gravity value computed on the
 TF0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0608.degrees latitude (g = 980.6199 gals.).
 TF0608
 TF0608.The modeled gravity was interpolated from observed gravity values.
 TF0608
 TF0608;                    North         East    Units  Estimated Accuracy
 TF0608;SPC ND N     -   196,460.      529,910.      MT  (+/- 180 meters Scaled)
 TF0608
 TF0608                          SUPERSEDED SURVEY CONTROL
 TF0608
 TF0608  NGVD 29 (??/??/92)  489.524  (m)         1606.05   (f) ADJ UNCH    2 0
 TF0608
 TF0608.Superseded values are not recommended for survey control.
 TF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0608.See file dsdata.txt to determine how the superseded data were derived.
 TF0608
 TF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV197040(NAD 83)
 TF0608_MARKER: DB = BENCH MARK DISK
 TF0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0608_STAMPING: E 339 1935
 TF0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0608+STABILITY: SURFACE MOTION
 TF0608
 TF0608  HISTORY     - Date     Condition        Report By
 TF0608  HISTORY     - 1935     MONUMENTED       CGS
 TF0608  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0608
 TF0608                          STATION DESCRIPTION
 TF0608
 TF0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0608'2.7 MI E FROM MOHALL.
 TF0608'IN BOTTINEAU COUNTY, 2.7 MILES EAST ALONG STATE HIGHWAY 5 FROM THE
 TF0608'CITY WATER TOWER AT MOHALL, RENVILLE COUNTY, IN THE NORTHWEST QUARTER
 TF0608'OF A ROAD INTERSECTION, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, 27
 TF0608'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF A FENCE
 TF0608'CORNER, AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 TF0608'STAMPED E 339 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0507 ***********************************************************************
 RP0507  DESIGNATION -  E 34
 RP0507  PID         -  RP0507
 RP0507  STATE/COUNTY-  ND/SARGENT
 RP0507  USGS QUAD   -  RUTLAND (1978)
 RP0507
 RP0507                         *CURRENT SURVEY CONTROL
 RP0507  ___________________________________________________________________
 RP0507* NAD 83(1986)-  46 02 56.     (N)    097 33 08.     (W)     SCALED    
 RP0507* NAVD 88     -       378.619  (meters)    1242.19   (feet)  ADJUSTED  
 RP0507  ___________________________________________________________________
 RP0507  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 RP0507  DYNAMIC HT  -         378.612 (meters)    1242.16  (feet)  COMP
 RP0507  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 RP0507
 RP0507  VERT ORDER  -  SECOND    CLASS 0
 RP0507
 RP0507.The horizontal coordinates were scaled from a topographic map and have
 RP0507.an estimated accuracy of +/- 6 seconds.
 RP0507
 RP0507.The orthometric height was determined by differential leveling
 RP0507.and adjusted by the National Geodetic Survey in June 1991..
 RP0507
 RP0507.The geoid height was determined by GEOID03.
 RP0507
 RP0507.The dynamic height is computed by dividing the NAVD 88
 RP0507.geopotential number by the normal gravity value computed on the
 RP0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0507.degrees latitude (g = 980.6199 gals.).
 RP0507
 RP0507.The modeled gravity was interpolated from observed gravity values.
 RP0507
 RP0507;                    North         East    Units  Estimated Accuracy
 RP0507;SPC ND S     -    46,770.      828,100.      MT  (+/- 180 meters Scaled)
 RP0507
 RP0507                          SUPERSEDED SURVEY CONTROL
 RP0507
 RP0507  NGVD 29 (??/??/92)  378.332  (m)         1241.24   (f) ADJ UNCH    2 0
 RP0507
 RP0507.Superseded values are not recommended for survey control.
 RP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0507.See file dsdata.txt to determine how the superseded data were derived.
 RP0507
 RP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS120004(NAD 83)
 RP0507_MARKER: DB = BENCH MARK DISK
 RP0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0507_STAMPING: E 34 1934
 RP0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0507+STABILITY: SURFACE MOTION
 RP0507
 RP0507  HISTORY     - Date     Condition        Report By
 RP0507  HISTORY     - 1934     MONUMENTED       CGS
 RP0507
 RP0507                          STATION DESCRIPTION
 RP0507
 RP0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0507'2.1 MI W FROM RUTLAND.
 RP0507'2.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0507'RUTLAND, SARGENT COUNTY, EAST OF MILEPOST 2, AT A PUBLIC ROAD
 RP0507'CROSSING, ABOUT 400 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 RP0507'200 FEET WEST OF A CROSSING SIGNAL, ABOUT 3-1/2 POLES EAST OF A RAIL
 RP0507'REST, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, ABOUT 60 FEET
 RP0507'WEST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 RP0507'STAMPED E 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0500 ***********************************************************************
 TF0500  DESIGNATION -  E 340 RESET
 TF0500  PID         -  TF0500
 TF0500  STATE/COUNTY-  ND/BOTTINEAU
 TF0500  USGS QUAD   -  SOURIS SW (1954)
 TF0500
 TF0500                         *CURRENT SURVEY CONTROL
 TF0500  ___________________________________________________________________
 TF0500* NAD 83(1986)-  48 49 16.     (N)    100 38 35.     (W)     SCALED    
 TF0500* NAVD 88     -       451.84   (+/-2cm)    1482.4    (feet)  VERTCON   
 TF0500  ___________________________________________________________________
 TF0500  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TF0500
 TF0500  VERT ORDER  -  THIRD (See Below)
 TF0500
 TF0500.The horizontal coordinates were scaled from a topographic map and have
 TF0500.an estimated accuracy of +/- 6 seconds.
 TF0500
 TF0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0500.The vertical order pertains to the NGVD 29 superseded value.
 TF0500
 TF0500.The geoid height was determined by GEOID03.
 TF0500
 TF0500;                    North         East    Units  Estimated Accuracy
 TF0500;SPC ND N     -   202,490.      589,500.      MT  (+/- 180 meters Scaled)
 TF0500
 TF0500                          SUPERSEDED SURVEY CONTROL
 TF0500
 TF0500  NGVD 29 (11/04/04)  451.47   (m)         1481.2    (f) RESET       3  
 TF0500
 TF0500.Superseded values are not recommended for survey control.
 TF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0500.See file dsdata.txt to determine how the superseded data were derived.
 TF0500
 TF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV793088(NAD 83)
 TF0500_MARKER: DB = BENCH MARK DISK
 TF0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0500_STAMPING: E 340 RESET 1941
 TF0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0500+STABILITY: SURFACE MOTION
 TF0500
 TF0500  HISTORY     - Date     Condition        Report By
 TF0500  HISTORY     - 1941     MONUMENTED       NDHD
 TF0500
 TF0500                          STATION DESCRIPTION
 TF0500
 TF0500'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1941
 TF0500'9.7 MI W FROM BOTTINEAU.
 TF0500'9.7 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0500'BOTTINEAU, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 100 FEET NORTH
 TF0500'AND 33 FEET WEST OF THE SECTION CORNER COMMON TO SECTIONS 27, 28, 33,
 TF0500'AND 34, T. 162 N., R. 77 W. A STANDARD DISK, STAMPED E 340 RESET 1941
 TF0500'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1657 ***********************************************************************
 TF1657  DESIGNATION -  E 341
 TF1657  PID         -  TF1657
 TF1657  STATE/COUNTY-  ND/RENVILLE
 TF1657  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF1657
 TF1657                         *CURRENT SURVEY CONTROL
 TF1657  ___________________________________________________________________
 TF1657* NAD 83(1986)-  48 57 57.     (N)    101 45 32.     (W)     SCALED    
 TF1657* NAVD 88     -       526.285  (meters)    1726.65   (feet)  ADJUSTED  
 TF1657  ___________________________________________________________________
 TF1657  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF1657  DYNAMIC HT  -         526.405 (meters)    1727.05  (feet)  COMP
 TF1657  MODELED GRAV-     980,821.0   (mgal)                       NAVD 88
 TF1657
 TF1657  VERT ORDER  -  SECOND    CLASS 0
 TF1657
 TF1657.The horizontal coordinates were scaled from a topographic map and have
 TF1657.an estimated accuracy of +/- 6 seconds.
 TF1657
 TF1657.The orthometric height was determined by differential leveling
 TF1657.and adjusted by the National Geodetic Survey in June 1991..
 TF1657
 TF1657.The geoid height was determined by GEOID03.
 TF1657
 TF1657.The dynamic height is computed by dividing the NAVD 88
 TF1657.geopotential number by the normal gravity value computed on the
 TF1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1657.degrees latitude (g = 980.6199 gals.).
 TF1657
 TF1657.The modeled gravity was interpolated from observed gravity values.
 TF1657
 TF1657;                    North         East    Units  Estimated Accuracy
 TF1657;SPC ND N     -   219,330.      507,820.      MT  (+/- 180 meters Scaled)
 TF1657
 TF1657                          SUPERSEDED SURVEY CONTROL
 TF1657
 TF1657  NGVD 29 (??/??/92)  525.904  (m)         1725.40   (f) ADJ UNCH    2 0
 TF1657
 TF1657.Superseded values are not recommended for survey control.
 TF1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1657.See file dsdata.txt to determine how the superseded data were derived.
 TF1657
 TF1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV980273(NAD 83)
 TF1657_MARKER: DB = BENCH MARK DISK
 TF1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1657_STAMPING: E 341 1935
 TF1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1657+STABILITY: SURFACE MOTION
 TF1657
 TF1657  HISTORY     - Date     Condition        Report By
 TF1657  HISTORY     - 1935     MONUMENTED       CGS
 TF1657
 TF1657                          STATION DESCRIPTION
 TF1657
 TF1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1657'0.5 MI N FROM SHERWOOD.
 TF1657'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1657'STATION AT SHERWOOD, RENVILLE COUNTY, 6.0 MILES WEST ALONG A
 TF1657'SECTION-LINE ROAD.  IN THE NORTHEAST QUARTER OF A ROAD INTERSECTION,
 TF1657'60 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 28 FEET
 TF1657'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 24 FEET NORTH OF A
 TF1657'FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 TF1657'STAMPED E 341 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0746 ***********************************************************************
 TF0746  DESIGNATION -  E 342 RESET
 TF0746  PID         -  TF0746
 TF0746  STATE/COUNTY-  ND/BOTTINEAU
 TF0746  USGS QUAD   -  RENVILLE (1950)
 TF0746
 TF0746                         *CURRENT SURVEY CONTROL
 TF0746  ___________________________________________________________________
 TF0746* NAD 83(1986)-  48 50 08.     (N)    101 18 00.     (W)     SCALED    
 TF0746* NAVD 88     -       467.065  (meters)    1532.36   (feet)  ADJUSTED  
 TF0746  ___________________________________________________________________
 TF0746  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 TF0746  DYNAMIC HT  -         467.171 (meters)    1532.71  (feet)  COMP
 TF0746  MODELED GRAV-     980,823.8   (mgal)                       NAVD 88
 TF0746
 TF0746  VERT ORDER  -  SECOND    CLASS 0
 TF0746
 TF0746.The horizontal coordinates were scaled from a topographic map and have
 TF0746.an estimated accuracy of +/- 6 seconds.
 TF0746
 TF0746.The orthometric height was determined by differential leveling
 TF0746.and adjusted by the National Geodetic Survey in June 1991..
 TF0746
 TF0746.The geoid height was determined by GEOID03.
 TF0746
 TF0746.The dynamic height is computed by dividing the NAVD 88
 TF0746.geopotential number by the normal gravity value computed on the
 TF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0746.degrees latitude (g = 980.6199 gals.).
 TF0746
 TF0746.The modeled gravity was interpolated from observed gravity values.
 TF0746
 TF0746;                    North         East    Units  Estimated Accuracy
 TF0746;SPC ND N     -   204,400.      541,270.      MT  (+/- 180 meters Scaled)
 TF0746
 TF0746                          SUPERSEDED SURVEY CONTROL
 TF0746
 TF0746  NGVD 29 (??/??/92)  466.721  (m)         1531.23   (f) ADJ UNCH    2 0
 TF0746
 TF0746.Superseded values are not recommended for survey control.
 TF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0746.See file dsdata.txt to determine how the superseded data were derived.
 TF0746
 TF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV312117(NAD 83)
 TF0746_MARKER: DB = BENCH MARK DISK
 TF0746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0746_SP_SET: 24 FT
 TF0746_STAMPING: E 342 RESET 1963
 TF0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0746
 TF0746  HISTORY     - Date     Condition        Report By
 TF0746  HISTORY     - 1963     MONUMENTED       CGS
 TF0746
 TF0746                          STATION DESCRIPTION
 TF0746
 TF0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0746'10.05 MI S FROM ANTLER.
 TF0746'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0746'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0746'THENCE 9.0 MILES SOUTH ALONG STATE HIGHWAY 39, AT A ROAD INTERSECTION,
 TF0746'IN SECTION 21, T 162 N, R 82 W, 268 FEET WEST OF THE CENTER LINE OF
 TF0746'THE HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 TF0746'119 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 2 FEET EAST
 TF0746'OF A POWER POLE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 TF0746'BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 TF0746'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A
 TF0746'6-INCH TILE WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0323 ***********************************************************************
 TG0323  DESIGNATION -  E 343
 TG0323  PID         -  TG0323
 TG0323  STATE/COUNTY-  ND/WARD
 TG0323  USGS QUAD   -  KENMARE (1981)
 TG0323
 TG0323                         *CURRENT SURVEY CONTROL
 TG0323  ___________________________________________________________________
 TG0323* NAD 83(1986)-  48 42 34.     (N)    102 05 00.     (W)     SCALED    
 TG0323* NAVD 88     -       577.930  (meters)    1896.09   (feet)  ADJUSTED  
 TG0323  ___________________________________________________________________
 TG0323  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 TG0323  DYNAMIC HT  -         578.044 (meters)    1896.47  (feet)  COMP
 TG0323  MODELED GRAV-     980,788.9   (mgal)                       NAVD 88
 TG0323
 TG0323  VERT ORDER  -  SECOND    CLASS 0
 TG0323
 TG0323.The horizontal coordinates were scaled from a topographic map and have
 TG0323.an estimated accuracy of +/- 6 seconds.
 TG0323
 TG0323.The orthometric height was determined by differential leveling
 TG0323.and adjusted by the National Geodetic Survey in June 1991..
 TG0323
 TG0323.The geoid height was determined by GEOID03.
 TG0323
 TG0323.The dynamic height is computed by dividing the NAVD 88
 TG0323.geopotential number by the normal gravity value computed on the
 TG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0323.degrees latitude (g = 980.6199 gals.).
 TG0323
 TG0323.The modeled gravity was interpolated from observed gravity values.
 TG0323
 TG0323;                    North         East    Units  Estimated Accuracy
 TG0323;SPC ND N     -   191,260.      483,480.      MT  (+/- 180 meters Scaled)
 TG0323
 TG0323                          SUPERSEDED SURVEY CONTROL
 TG0323
 TG0323  NGVD 29 (??/??/92)  577.52   (m)         1894.7    (f) COMPUTED    2 0
 TG0323
 TG0323.Superseded values are not recommended for survey control.
 TG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0323.See file dsdata.txt to determine how the superseded data were derived.
 TG0323
 TG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP145992(NAD 83)
 TG0323_MARKER: DB = BENCH MARK DISK
 TG0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0323_SP_SET: CULVERT
 TG0323_STAMPING: E 343 1935
 TG0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0323
 TG0323  HISTORY     - Date     Condition        Report By
 TG0323  HISTORY     - 1935     MONUMENTED       CGS
 TG0323  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0323
 TG0323                          STATION DESCRIPTION
 TG0323
 TG0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0323'3.0 MI N FROM KENMARE.
 TG0323'3.0 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE SOO LINE RAILROAD
 TG0323'(FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD)
 TG0323'STATION AT KENMARE, WARD COUNTY, 100 FEET SOUTH OF THE CENTERLINE OF
 TG0323'THE TRACK, AT A 2-FOOT DOUBLE CONCRETE CULVERT, IN THE TOP OF THE
 TG0323'NORTH END OF THE EAST HEADWALL, AND 9 FEET LOWER THAN THE TRACK.  A
 TG0323'STANDARD DISK, STAMPED E 343 1935.  NOTE-- IT IS BELIEVED TO HAVE BEEN
 TG0323'DESTROYED DURING ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0875 ***********************************************************************
 TF0875  DESIGNATION -  E 344
 TF0875  PID         -  TF0875
 TF0875  STATE/COUNTY-  ND/BOTTINEAU
 TF0875  USGS QUAD   -  ANTLER (1971)
 TF0875
 TF0875                         *CURRENT SURVEY CONTROL
 TF0875  ___________________________________________________________________
 TF0875* NAD 83(1986)-  48 59 58.     (N)    101 17 57.     (W)     SCALED    
 TF0875* NAVD 88     -       467.600  (meters)    1534.12   (feet)  ADJUSTED  
 TF0875  ___________________________________________________________________
 TF0875  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF0875  DYNAMIC HT  -         467.716 (meters)    1534.50  (feet)  COMP
 TF0875  MODELED GRAV-     980,842.9   (mgal)                       NAVD 88
 TF0875
 TF0875  VERT ORDER  -  SECOND    CLASS 0
 TF0875
 TF0875.The horizontal coordinates were scaled from a topographic map and have
 TF0875.an estimated accuracy of +/- 6 seconds.
 TF0875
 TF0875.The orthometric height was determined by differential leveling
 TF0875.and adjusted by the National Geodetic Survey in June 1991..
 TF0875
 TF0875.The geoid height was determined by GEOID03.
 TF0875
 TF0875.The dynamic height is computed by dividing the NAVD 88
 TF0875.geopotential number by the normal gravity value computed on the
 TF0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0875.degrees latitude (g = 980.6199 gals.).
 TF0875
 TF0875.The modeled gravity was interpolated from observed gravity values.
 TF0875
 TF0875;                    North         East    Units  Estimated Accuracy
 TF0875;SPC ND N     -   222,620.      541,520.      MT  (+/- 180 meters Scaled)
 TF0875
 TF0875                          SUPERSEDED SURVEY CONTROL
 TF0875
 TF0875  NGVD 29 (??/??/92)  467.238  (m)         1532.93   (f) ADJ UNCH    2 0
 TF0875
 TF0875.Superseded values are not recommended for survey control.
 TF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0875.See file dsdata.txt to determine how the superseded data were derived.
 TF0875
 TF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV318299(NAD 83)
 TF0875_MARKER: DB = BENCH MARK DISK
 TF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0875_STAMPING: E-344 1935
 TF0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0875+STABILITY: SURFACE MOTION
 TF0875
 TF0875  HISTORY     - Date     Condition        Report By
 TF0875  HISTORY     - 1935     MONUMENTED       CGS
 TF0875  HISTORY     - 1949     MARK NOT FOUND   NGS
 TF0875
 TF0875                          STATION DESCRIPTION
 TF0875
 TF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0875'2.4 MI NW FROM ANTLER.
 TF0875'ABOUT 0.6 MILES WEST AND 1.8 MILES NORTH OF ALONG ROADS TO A CROSS
 TF0875'ROAD 0.8 MILE WEST AND 0.25 MILE SOUTH OF THE GREAT NORTHERN RAILROAD
 TF0875'DEPOT AT ANTLER, THENCE NORTH TO THE CANADIAN LINE.  SET IN POST
 TF0875'APPROXIMATELY ON THE BOUNDARY LINE, 42 FEET EAST OF THE CENTERLINE OF
 TF0875'THE ROAD, 10 FEET EAST OF A CORNER FENCE POST ON THE U.S. SIDE OF THE
 TF0875'LINE, 1 1/2 FEET BELOW ROAD LEVEL.
 TF0875
 TF0875                          STATION RECOVERY (1949)
 TF0875
 TF0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 TF0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0569 ***********************************************************************
 TF0569  DESIGNATION -  E 345
 TF0569  PID         -  TF0569
 TF0569  STATE/COUNTY-  ND/BOTTINEAU
 TF0569  USGS QUAD   -  SOURIS (1954)
 TF0569
 TF0569                         *CURRENT SURVEY CONTROL
 TF0569  ___________________________________________________________________
 TF0569* NAD 83(1986)-  48 55 21.     (N)    100 41 14.     (W)     SCALED    
 TF0569* NAVD 88     -       460.216  (meters)    1509.89   (feet)  ADJUSTED  
 TF0569  ___________________________________________________________________
 TF0569  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 TF0569  DYNAMIC HT  -         460.325 (meters)    1510.25  (feet)  COMP
 TF0569  MODELED GRAV-     980,832.5   (mgal)                       NAVD 88
 TF0569
 TF0569  VERT ORDER  -  SECOND    CLASS 0
 TF0569
 TF0569.The horizontal coordinates were scaled from a topographic map and have
 TF0569.an estimated accuracy of +/- 6 seconds.
 TF0569
 TF0569.The orthometric height was determined by differential leveling
 TF0569.and adjusted by the National Geodetic Survey in June 1991..
 TF0569
 TF0569.The geoid height was determined by GEOID03.
 TF0569
 TF0569.The dynamic height is computed by dividing the NAVD 88
 TF0569.geopotential number by the normal gravity value computed on the
 TF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0569.degrees latitude (g = 980.6199 gals.).
 TF0569
 TF0569.The modeled gravity was interpolated from observed gravity values.
 TF0569
 TF0569;                    North         East    Units  Estimated Accuracy
 TF0569;SPC ND N     -   213,780.      586,280.      MT  (+/- 180 meters Scaled)
 TF0569
 TF0569                          SUPERSEDED SURVEY CONTROL
 TF0569
 TF0569  NGVD 29 (??/??/92)  459.854  (m)         1508.70   (f) ADJ UNCH    2 0
 TF0569
 TF0569.Superseded values are not recommended for survey control.
 TF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0569.See file dsdata.txt to determine how the superseded data were derived.
 TF0569
 TF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV764202(NAD 83)
 TF0569_MARKER: DB = BENCH MARK DISK
 TF0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0569_STAMPING: E 345 1935
 TF0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0569+STABILITY: SURFACE MOTION
 TF0569
 TF0569  HISTORY     - Date     Condition        Report By
 TF0569  HISTORY     - 1935     MONUMENTED       CGS
 TF0569
 TF0569                          STATION DESCRIPTION
 TF0569
 TF0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0569'1.0 MI N FROM SOURIS.
 TF0569'1.0 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE
 TF0569'GREAT NORTHERN RAILWAY AT SOURIS, BOTTINEAU COUNTY, AT A ROAD
 TF0569'INTERSECTION, 50 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF0569'ROAD, AND 42 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.
 TF0569'A STANDARD DISK, STAMPED E 345 1935 AND SET IN THE TOP OF A CONCRETE
 TF0569'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0688 ***********************************************************************
 TF0688  DESIGNATION -  E 346
 TF0688  PID         -  TF0688
 TF0688  STATE/COUNTY-  ND/BOTTINEAU
 TF0688  USGS QUAD   -  KUROKI (1951)
 TF0688
 TF0688                         *CURRENT SURVEY CONTROL
 TF0688  ___________________________________________________________________
 TF0688* NAD 83(1986)-  48 52 44.     (N)    101 08 47.     (W)     SCALED    
 TF0688* NAVD 88     -       458.998  (meters)    1505.90   (feet)  ADJUSTED  
 TF0688  ___________________________________________________________________
 TF0688  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0688  DYNAMIC HT  -         459.105 (meters)    1506.25  (feet)  COMP
 TF0688  MODELED GRAV-     980,830.0   (mgal)                       NAVD 88
 TF0688
 TF0688  VERT ORDER  -  SECOND    CLASS 0
 TF0688
 TF0688.The horizontal coordinates were scaled from a topographic map and have
 TF0688.an estimated accuracy of +/- 6 seconds.
 TF0688
 TF0688.The orthometric height was determined by differential leveling
 TF0688.and adjusted by the National Geodetic Survey in June 1991..
 TF0688
 TF0688.The geoid height was determined by GEOID03.
 TF0688
 TF0688.The dynamic height is computed by dividing the NAVD 88
 TF0688.geopotential number by the normal gravity value computed on the
 TF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0688.degrees latitude (g = 980.6199 gals.).
 TF0688
 TF0688.The modeled gravity was interpolated from observed gravity values.
 TF0688
 TF0688;                    North         East    Units  Estimated Accuracy
 TF0688;SPC ND N     -   209,110.      552,590.      MT  (+/- 180 meters Scaled)
 TF0688
 TF0688                          SUPERSEDED SURVEY CONTROL
 TF0688
 TF0688  NGVD 29 (??/??/92)  458.643  (m)         1504.73   (f) ADJ UNCH    2 0
 TF0688
 TF0688.Superseded values are not recommended for survey control.
 TF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0688.See file dsdata.txt to determine how the superseded data were derived.
 TF0688
 TF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV426162(NAD 83)
 TF0688_MARKER: DB = BENCH MARK DISK
 TF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0688_STAMPING: E-346 1935
 TF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0688+STABILITY: SURFACE MOTION
 TF0688
 TF0688  HISTORY     - Date     Condition        Report By
 TF0688  HISTORY     - 1935     MONUMENTED       CGS
 TF0688  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0688
 TF0688                          STATION DESCRIPTION
 TF0688
 TF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0688'3.7 MI S FROM KUROKI.
 TF0688'ALONG NORTH-SOUTH ROAD, AT CROSS ROAD.  3.7 MILES SOUTH OF RAILROAD
 TF0688'CROSSING AT KUROKI.  SET IN POST, 42 FEET EAST OF CENTERLINE OF THE
 TF0688'NORTH-SOUTH ROAD, 33 FEET NORTH OF CENTERLINE OF THE EAST-WEST ROAD.
 TF0688'AT SOUTH-WEST CORNER OF SCHOOL YARD.
 TF0688
 TF0688                          STATION RECOVERY (1963)
 TF0688
 TF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0689 ***********************************************************************
 TF0689  DESIGNATION -  E 346 RESET
 TF0689  PID         -  TF0689
 TF0689  STATE/COUNTY-  ND/BOTTINEAU
 TF0689  USGS QUAD   -  KUROKI (1951)
 TF0689
 TF0689                         *CURRENT SURVEY CONTROL
 TF0689  ___________________________________________________________________
 TF0689* NAD 83(1986)-  48 52 44.     (N)    101 08 48.     (W)     SCALED    
 TF0689* NAVD 88     -       459.101  (meters)    1506.23   (feet)  ADJUSTED  
 TF0689  ___________________________________________________________________
 TF0689  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0689  DYNAMIC HT  -         459.208 (meters)    1506.58  (feet)  COMP
 TF0689  MODELED GRAV-     980,830.0   (mgal)                       NAVD 88
 TF0689
 TF0689  VERT ORDER  -  SECOND    CLASS 0
 TF0689
 TF0689.The horizontal coordinates were scaled from a topographic map and have
 TF0689.an estimated accuracy of +/- 6 seconds.
 TF0689
 TF0689.The orthometric height was determined by differential leveling
 TF0689.and adjusted by the National Geodetic Survey in June 1991..
 TF0689
 TF0689.The geoid height was determined by GEOID03.
 TF0689
 TF0689.The dynamic height is computed by dividing the NAVD 88
 TF0689.geopotential number by the normal gravity value computed on the
 TF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0689.degrees latitude (g = 980.6199 gals.).
 TF0689
 TF0689.The modeled gravity was interpolated from observed gravity values.
 TF0689
 TF0689;                    North         East    Units  Estimated Accuracy
 TF0689;SPC ND N     -   209,110.      552,570.      MT  (+/- 180 meters Scaled)
 TF0689
 TF0689                          SUPERSEDED SURVEY CONTROL
 TF0689
 TF0689  NGVD 29 (??/??/92)  458.743  (m)         1505.06   (f) ADJ UNCH    2 0
 TF0689
 TF0689.Superseded values are not recommended for survey control.
 TF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0689.See file dsdata.txt to determine how the superseded data were derived.
 TF0689
 TF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV426162(NAD 83)
 TF0689_MARKER: DB = BENCH MARK DISK
 TF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0689_STAMPING: E 346 RESET 1959
 TF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0689+STABILITY: SURFACE MOTION
 TF0689
 TF0689  HISTORY     - Date     Condition        Report By
 TF0689  HISTORY     - 1959     MONUMENTED       CGS
 TF0689  HISTORY     - 1963     GOOD             NGS
 TF0689
 TF0689                          STATION DESCRIPTION
 TF0689
 TF0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0689'3.7 MI S FROM KUROKI.
 TF0689'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0689'RAILWAY STATION AT KUROKI, IN SECTION 11, T 162 N, R 81 W, AT A ROAD
 TF0689'INTERSECTION, 85 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 TF0689'54 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 26 FEET NORTH
 TF0689'OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 0.8 FOOT NORTH OF A
 TF0689'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 TF0689'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0317 ***********************************************************************
 TF0317  DESIGNATION -  E 348 RESET
 TF0317  PID         -  TF0317
 TF0317  STATE/COUNTY-  ND/MCHENRY
 TF0317  USGS QUAD   -  BANTRY (1981)
 TF0317
 TF0317                         *CURRENT SURVEY CONTROL
 TF0317  ___________________________________________________________________
 TF0317* NAD 83(1986)-  48 26 15.     (N)    100 31 46.     (W)     SCALED    
 TF0317* NAVD 88     -       454.11   (+/-2cm)    1489.9    (feet)  VERTCON   
 TF0317  ___________________________________________________________________
 TF0317  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0317
 TF0317  VERT ORDER  -  THIRD (See Below)
 TF0317
 TF0317.The horizontal coordinates were scaled from a topographic map and have
 TF0317.an estimated accuracy of +/- 6 seconds.
 TF0317
 TF0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0317.The vertical order pertains to the NGVD 29 superseded value.
 TF0317
 TF0317.The geoid height was determined by GEOID03.
 TF0317
 TF0317;                    North         East    Units  Estimated Accuracy
 TF0317;SPC ND N     -   159,830.      597,820.      MT  (+/- 180 meters Scaled)
 TF0317
 TF0317                          SUPERSEDED SURVEY CONTROL
 TF0317
 TF0317  NGVD 29 (11/04/04)  453.73   (m)         1488.6    (f) RESET       3  
 TF0317
 TF0317.Superseded values are not recommended for survey control.
 TF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0317.See file dsdata.txt to determine how the superseded data were derived.
 TF0317
 TF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU868660(NAD 83)
 TF0317_MARKER: DB = BENCH MARK DISK
 TF0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0317_STAMPING: E 348 RESET 1956
 TF0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0317+STABILITY: SURFACE MOTION
 TF0317
 TF0317  HISTORY     - Date     Condition        Report By
 TF0317  HISTORY     - 1956     MONUMENTED       CGS
 TF0317
 TF0317                          STATION DESCRIPTION
 TF0317
 TF0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TF0317'7.8 MI NW FROM TOWNER.
 TF0317'7.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE WATER
 TF0317'TOWER AT TOWNER, MCHENRY COUNTY, AT A PRIVATE ROAD CROSSING, 101 FEET
 TF0317'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 14 AND 96 FEET NORTHEAST
 TF0317'OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED E 348 RESET 1956 AND
 TF0317'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0113 ***********************************************************************
 RQ0113  DESIGNATION -  E 35 RESET
 RQ0113  PID         -  RQ0113
 RQ0113  STATE/COUNTY-  ND/DICKEY
 RQ0113  USGS QUAD   -  SILVERLEAF (1956)
 RQ0113
 RQ0113                         *CURRENT SURVEY CONTROL
 RQ0113  ___________________________________________________________________
 RQ0113* NAD 83(1986)-  46 00 32.     (N)    098 24 36.     (W)     SCALED    
 RQ0113* NAVD 88     -       423.99   (+/-2cm)    1391.0    (feet)  VERTCON   
 RQ0113  ___________________________________________________________________
 RQ0113  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 RQ0113
 RQ0113  VERT ORDER  -  THIRD (See Below)
 RQ0113
 RQ0113.The horizontal coordinates were scaled from a topographic map and have
 RQ0113.an estimated accuracy of +/- 6 seconds.
 RQ0113
 RQ0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0113.The vertical order pertains to the NGVD 29 superseded value.
 RQ0113
 RQ0113.The geoid height was determined by GEOID03.
 RQ0113
 RQ0113;                    North         East    Units  Estimated Accuracy
 RQ0113;SPC ND S     -    40,190.      761,860.      MT  (+/- 180 meters Scaled)
 RQ0113
 RQ0113                          SUPERSEDED SURVEY CONTROL
 RQ0113
 RQ0113  NGVD 29 (11/04/04)  423.64   (m)         1389.9    (f) RESET       3  
 RQ0113
 RQ0113.Superseded values are not recommended for survey control.
 RQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0113.See file dsdata.txt to determine how the superseded data were derived.
 RQ0113
 RQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR456952(NAD 83)
 RQ0113_MARKER: DD = SURVEY DISK
 RQ0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0113_SP_SET: BRIDGE ABUTMENT
 RQ0113_STAMPING: E 35 RESET 1955
 RQ0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0113
 RQ0113  HISTORY     - Date     Condition        Report By
 RQ0113  HISTORY     - 1955     MONUMENTED       NDHD
 RQ0113
 RQ0113                          STATION DESCRIPTION
 RQ0113
 RQ0113'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1955
 RQ0113'1.5 MI W FROM SILVERLEAF.
 RQ0113'1.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RQ0113'SILVER LEAF, DICKEY COUNTY, 5 POLES WEST OF MILEPOST 43, 579 FEET EAST
 RQ0113'OF A PUBLIC-ROAD CROSSING, 339 FEET SOUTH OF THE CENTERLINE OF THE
 RQ0113'TRACK, OPPOSITE 180-FOOT WOODEN-TRESTLE RAILWAY BRIDGE NO. 116, AT A
 RQ0113'CONCRETE-DECK HIGHWAY BRIDGE, IN THE TOP OF THE NORTH END OF THE EAST
 RQ0113'CONCRETE ABUTMENT, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 RQ0113'DISK, STAMPED E 35 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1089 ***********************************************************************
 TF1089  DESIGNATION -  E 350
 TF1089  PID         -  TF1089
 TF1089  STATE/COUNTY-  ND/MCHENRY
 TF1089  USGS QUAD   -  DEERING (1949)
 TF1089
 TF1089                         *CURRENT SURVEY CONTROL
 TF1089  ___________________________________________________________________
 TF1089* NAD 83(1986)-  48 24 53.     (N)    101 02 18.     (W)     SCALED    
 TF1089* NAVD 88     -       468.364  (meters)    1536.62   (feet)  ADJUSTED  
 TF1089  ___________________________________________________________________
 TF1089  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TF1089  DYNAMIC HT  -         468.458 (meters)    1536.93  (feet)  COMP
 TF1089  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TF1089
 TF1089  VERT ORDER  -  SECOND    CLASS 0
 TF1089
 TF1089.The horizontal coordinates were scaled from a topographic map and have
 TF1089.an estimated accuracy of +/- 6 seconds.
 TF1089
 TF1089.The orthometric height was determined by differential leveling
 TF1089.and adjusted by the National Geodetic Survey in June 1991..
 TF1089
 TF1089.The geoid height was determined by GEOID03.
 TF1089
 TF1089.The dynamic height is computed by dividing the NAVD 88
 TF1089.geopotential number by the normal gravity value computed on the
 TF1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1089.degrees latitude (g = 980.6199 gals.).
 TF1089
 TF1089.The modeled gravity was interpolated from observed gravity values.
 TF1089
 TF1089;                    North         East    Units  Estimated Accuracy
 TF1089;SPC ND N     -   157,430.      560,150.      MT  (+/- 180 meters Scaled)
 TF1089
 TF1089                          SUPERSEDED SURVEY CONTROL
 TF1089
 TF1089  NGVD 29 (??/??/92)  467.999  (m)         1535.43   (f) ADJ UNCH    2 0
 TF1089
 TF1089.Superseded values are not recommended for survey control.
 TF1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1089.See file dsdata.txt to determine how the superseded data were derived.
 TF1089
 TF1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU491644(NAD 83)
 TF1089_MARKER: DB = BENCH MARK DISK
 TF1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1089_STAMPING: E-350 1935
 TF1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1089+STABILITY: SURFACE MOTION
 TF1089
 TF1089  HISTORY     - Date     Condition        Report By
 TF1089  HISTORY     - 1935     MONUMENTED       CGS
 TF1089
 TF1089                          STATION DESCRIPTION
 TF1089
 TF1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1089'1.7 MI N FROM DEERING.
 TF1089'1.7 MILES NORTH OF DEPOT AT ALONG THE DEERING-ECKMAN ROAD, AT THE
 TF1089'NORTHEAST CORNER OF SECTION 19, TOWNSHIP 157, RANGE 80.  AT EAST-WEST
 TF1089'ROAD CROSSING.  SET 31 FT SOUTH OF CENTERLINE OF CROSSING, THENCE 33
 TF1089'FT WEST OF CENTERLINE OF ROAD.  AT ROAD LEVEL AND 2 FT NORTH OF RIGHT
 TF1089'OF WAY FENCE CORNER IN LINE WITH WEST ROADLINE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1429 ***********************************************************************
 TG1429  DESIGNATION -  E 354
 TG1429  PID         -  TG1429
 TG1429  STATE/COUNTY-  ND/WILLIAMS
 TG1429  USGS QUAD   -  TRENTON NW (1974)
 TG1429
 TG1429                         *CURRENT SURVEY CONTROL
 TG1429  ___________________________________________________________________
 TG1429* NAD 83(1986)-  48 08 25.     (N)    103 54 23.     (W)     SCALED    
 TG1429* NAVD 88     -       686.170  (meters)    2251.21   (feet)  ADJUSTED  
 TG1429  ___________________________________________________________________
 TG1429  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1429  DYNAMIC HT  -         686.243 (meters)    2251.45  (feet)  COMP
 TG1429  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 TG1429
 TG1429  VERT ORDER  -  SECOND    CLASS 0
 TG1429
 TG1429.The horizontal coordinates were scaled from a topographic map and have
 TG1429.an estimated accuracy of +/- 6 seconds.
 TG1429
 TG1429.The orthometric height was determined by differential leveling
 TG1429.and adjusted by the National Geodetic Survey in June 1991..
 TG1429
 TG1429.The geoid height was determined by GEOID03.
 TG1429
 TG1429.The dynamic height is computed by dividing the NAVD 88
 TG1429.geopotential number by the normal gravity value computed on the
 TG1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1429.degrees latitude (g = 980.6199 gals.).
 TG1429
 TG1429.The modeled gravity was interpolated from observed gravity values.
 TG1429
 TG1429;                    North         East    Units  Estimated Accuracy
 TG1429;SPC ND N     -   132,380.      346,590.      MT  (+/- 180 meters Scaled)
 TG1429
 TG1429                          SUPERSEDED SURVEY CONTROL
 TG1429
 TG1429  NGVD 29 (??/??/92)  685.649  (m)         2249.50   (f) ADJ UNCH    2 0
 TG1429
 TG1429.Superseded values are not recommended for survey control.
 TG1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1429.See file dsdata.txt to determine how the superseded data were derived.
 TG1429
 TG1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP813324(NAD 83)
 TG1429_MARKER: DB = BENCH MARK DISK
 TG1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1429_STAMPING: E-354 1935
 TG1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1429+STABILITY: SURFACE MOTION
 TG1429
 TG1429  HISTORY     - Date     Condition        Report By
 TG1429  HISTORY     - 1935     MONUMENTED       CGS
 TG1429  HISTORY     - 1967     MARK NOT FOUND   USGS
 TG1429
 TG1429                          STATION DESCRIPTION
 TG1429
 TG1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1429'14.0 MI E FROM BAINVILLE, MT.
 TG1429'14.0 MILES EAST OF DEPOT ALONG U.S. HIGHWAY 2. 1 MILE EAST, THENCE 2.8
 TG1429'MILES NORTH WEST, THENCE 1 MILE NORTH, THENCE 1 MILE WEST, THENCE 2
 TG1429'MILES NORTH, THENCE 1 MILE WEST OF TRENTON.  6.66 MILES EAST OF THE
 TG1429'MONTANA NORTH-DAKOTA BOUNDARY.  AT SOUTH EAST CORNER OF SEC. 22,
 TG1429'T-154, R-103.  SET AT TRAIL CROSSING, 60 FEET WEST, THENCE 51 FEET
 TG1429'NORTH OF CENTERLINE OF THE CROSSING.  19 FEET NORTH, THENCE 3 FEET
 TG1429'EAST OF RIGHT-OF-WAY FENCE CORNER.  3 FEET BELOW ROAD LEVEL.  NOTE--
 TG1429'HWY WIDENED AND RESURFACED.
 TG1429
 TG1429                          STATION RECOVERY (1967)
 TG1429
 TG1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1432 ***********************************************************************
 TG1432  DESIGNATION -  E 355
 TG1432  PID         -  TG1432
 TG1432  STATE/COUNTY-  ND/WILLIAMS
 TG1432  USGS QUAD   -  WEST BONETRAILL (1974)
 TG1432
 TG1432                         *CURRENT SURVEY CONTROL
 TG1432  ___________________________________________________________________
 TG1432* NAD 83(1986)-  48 24 59.     (N)    103 55 42.     (W)     SCALED    
 TG1432* NAVD 88     -       747.254  (meters)    2451.62   (feet)  ADJUSTED  
 TG1432  ___________________________________________________________________
 TG1432  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TG1432  DYNAMIC HT  -         747.346 (meters)    2451.92  (feet)  COMP
 TG1432  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 TG1432
 TG1432  VERT ORDER  -  SECOND    CLASS 0
 TG1432
 TG1432.The horizontal coordinates were scaled from a topographic map and have
 TG1432.an estimated accuracy of +/- 6 seconds.
 TG1432
 TG1432.The orthometric height was determined by differential leveling
 TG1432.and adjusted by the National Geodetic Survey in June 1991..
 TG1432
 TG1432.The geoid height was determined by GEOID03.
 TG1432
 TG1432.The dynamic height is computed by dividing the NAVD 88
 TG1432.geopotential number by the normal gravity value computed on the
 TG1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1432.degrees latitude (g = 980.6199 gals.).
 TG1432
 TG1432.The modeled gravity was interpolated from observed gravity values.
 TG1432
 TG1432;                    North         East    Units  Estimated Accuracy
 TG1432;SPC ND N     -   163,130.      346,320.      MT  (+/- 180 meters Scaled)
 TG1432
 TG1432                          SUPERSEDED SURVEY CONTROL
 TG1432
 TG1432  NGVD 29 (??/??/92)  746.731  (m)         2449.90   (f) ADJ UNCH    2 0
 TG1432
 TG1432.Superseded values are not recommended for survey control.
 TG1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1432.See file dsdata.txt to determine how the superseded data were derived.
 TG1432
 TG1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP792631(NAD 83)
 TG1432_MARKER: DB = BENCH MARK DISK
 TG1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1432_STAMPING: E-355 1935
 TG1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1432+STABILITY: SURFACE MOTION
 TG1432
 TG1432  HISTORY     - Date     Condition        Report By
 TG1432  HISTORY     - 1935     MONUMENTED       CGS
 TG1432
 TG1432                          STATION DESCRIPTION
 TG1432
 TG1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1432'14.35 MI SE FROM GRENORA.
 TG1432'ALONG THE TRENTON-GRENORA ROAD.  AT THE SOUTH WEST CORNER OF SEC. 18,
 TG1432'T-157, R-102.  AT EAST-WEST ROAD CROSSING.  SET 45 FEET NORTH, THENCE
 TG1432'30 FEET EAST OF CENTERLINE OF THE CROSSING.  10 FEET NORTH, THENCE 2
 TG1432'FEET WEST OF RIGHT-OF-WAY FENCE CORNER.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1501 ***********************************************************************
 TG1501  DESIGNATION -  E 356
 TG1501  PID         -  TG1501
 TG1501  STATE/COUNTY-  ND/WILLIAMS
 TG1501  USGS QUAD   -  APPAM (1977)
 TG1501
 TG1501                         *CURRENT SURVEY CONTROL
 TG1501  ___________________________________________________________________
 TG1501* NAD 83(1986)-  48 34 12.     (N)    103 37 29.     (W)     SCALED    
 TG1501* NAVD 88     -       616.383  (meters)    2022.25   (feet)  ADJUSTED  
 TG1501  ___________________________________________________________________
 TG1501  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 TG1501  DYNAMIC HT  -         616.490 (meters)    2022.60  (feet)  COMP
 TG1501  MODELED GRAV-     980,763.8   (mgal)                       NAVD 88
 TG1501
 TG1501  VERT ORDER  -  SECOND    CLASS 0
 TG1501
 TG1501.The horizontal coordinates were scaled from a topographic map and have
 TG1501.an estimated accuracy of +/- 6 seconds.
 TG1501
 TG1501.The orthometric height was determined by differential leveling
 TG1501.and adjusted by the National Geodetic Survey in June 1991..
 TG1501
 TG1501.The geoid height was determined by GEOID03.
 TG1501
 TG1501.The dynamic height is computed by dividing the NAVD 88
 TG1501.geopotential number by the normal gravity value computed on the
 TG1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1501.degrees latitude (g = 980.6199 gals.).
 TG1501
 TG1501.The modeled gravity was interpolated from observed gravity values.
 TG1501
 TG1501;                    North         East    Units  Estimated Accuracy
 TG1501;SPC ND N     -   179,240.      369,470.      MT  (+/- 180 meters Scaled)
 TG1501
 TG1501                          SUPERSEDED SURVEY CONTROL
 TG1501
 TG1501  NGVD 29 (??/??/92)  615.920  (m)         2020.73   (f) ADJ UNCH    2 0
 TG1501
 TG1501.Superseded values are not recommended for survey control.
 TG1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1501.See file dsdata.txt to determine how the superseded data were derived.
 TG1501
 TG1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP014805(NAD 83)
 TG1501_MARKER: DB = BENCH MARK DISK
 TG1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1501_STAMPING: E-356 1935
 TG1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1501+STABILITY: SURFACE MOTION
 TG1501
 TG1501  HISTORY     - Date     Condition        Report By
 TG1501  HISTORY     - 1935     MONUMENTED       CGS
 TG1501
 TG1501                          STATION DESCRIPTION
 TG1501
 TG1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1501'1.6 MI W FROM APPAM.
 TG1501'1.6 MILES WEST OF DEPOT AT ALONG THE GREAT NORTHERN RAILROAD, 17 POLES
 TG1501'EAST OF MILEPOLE NO. 72, AT JUNCTION OF U S HIWAY 85 WITH STATE HIWAY
 TG1501'NO. 50.  SET 48 FT WEST OF CENTERLINE OF JUNCTION, THENCE 45 FT NORTH
 TG1501'OF CENTERLINE OF HIWAY 50.  54 FT SOUTH OF CENTERLINE OF TRACK, 4 FT
 TG1501'WEST OF POWER LINE POLE IN LINE OF POLES AND AT RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1502 ***********************************************************************
 TG1502  DESIGNATION -  E 356 RESET
 TG1502  PID         -  TG1502
 TG1502  STATE/COUNTY-  ND/WILLIAMS
 TG1502  USGS QUAD   -  APPAM (1977)
 TG1502
 TG1502                         *CURRENT SURVEY CONTROL
 TG1502  ___________________________________________________________________
 TG1502* NAD 83(1986)-  48 34 12.     (N)    103 37 29.     (W)     SCALED    
 TG1502* NAVD 88     -       616.26   (+/-2cm)    2021.8    (feet)  VERTCON   
 TG1502  ___________________________________________________________________
 TG1502  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 TG1502
 TG1502  VERT ORDER  -  THIRD (See Below)
 TG1502
 TG1502.The horizontal coordinates were scaled from a topographic map and have
 TG1502.an estimated accuracy of +/- 6 seconds.
 TG1502
 TG1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1502.The vertical order pertains to the NGVD 29 superseded value.
 TG1502
 TG1502.The geoid height was determined by GEOID03.
 TG1502
 TG1502;                    North         East    Units  Estimated Accuracy
 TG1502;SPC ND N     -   179,240.      369,470.      MT  (+/- 180 meters Scaled)
 TG1502
 TG1502                          SUPERSEDED SURVEY CONTROL
 TG1502
 TG1502  NGVD 29 (11/04/04)  615.80   (m)         2020.3    (f) RESET       3  
 TG1502
 TG1502.Superseded values are not recommended for survey control.
 TG1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1502.See file dsdata.txt to determine how the superseded data were derived.
 TG1502
 TG1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP014805(NAD 83)
 TG1502_MARKER: DB = BENCH MARK DISK
 TG1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1502_STAMPING: E 356 RESET 1957
 TG1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1502+STABILITY: SURFACE MOTION
 TG1502
 TG1502  HISTORY     - Date     Condition        Report By
 TG1502  HISTORY     - 1957     MONUMENTED       CGS
 TG1502  HISTORY     - 1981     GOOD             NGS
 TG1502
 TG1502                          STATION DESCRIPTION
 TG1502
 TG1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TG1502'1.6 MI W FROM APPAM.
 TG1502'1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM APPAM, AT THE
 TG1502'JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 50, 109 FEET WEST OF THE
 TG1502'CENTERLINE OF U.S. HIGHWAY 85, 43 FEET NORTH OF THE NORTH RAIL, 4 FEET
 TG1502'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF THE RAILROAD 1.5 FEET EAST OF
 TG1502'A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TG1502'INCHES.
 TG1502
 TG1502                          STATION RECOVERY (1981)
 TG1502
 TG1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1451 ***********************************************************************
 TG1451  DESIGNATION -  E 357
 TG1451  PID         -  TG1451
 TG1451  STATE/COUNTY-  ND/WILLIAMS
 TG1451  USGS QUAD   -  BONETRAILL SE (1974)
 TG1451
 TG1451                         *CURRENT SURVEY CONTROL
 TG1451  ___________________________________________________________________
 TG1451* NAD 83(1986)-  48 19 41.     (N)    103 47 54.     (W)     SCALED    
 TG1451* NAVD 88     -       696.126  (meters)    2283.87   (feet)  ADJUSTED  
 TG1451  ___________________________________________________________________
 TG1451  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG1451  DYNAMIC HT  -         696.211 (meters)    2284.15  (feet)  COMP
 TG1451  MODELED GRAV-     980,710.5   (mgal)                       NAVD 88
 TG1451
 TG1451  VERT ORDER  -  SECOND    CLASS 0
 TG1451
 TG1451.The horizontal coordinates were scaled from a topographic map and have
 TG1451.an estimated accuracy of +/- 6 seconds.
 TG1451
 TG1451.The orthometric height was determined by differential leveling
 TG1451.and adjusted by the National Geodetic Survey in June 1991..
 TG1451
 TG1451.The geoid height was determined by GEOID03.
 TG1451
 TG1451.The dynamic height is computed by dividing the NAVD 88
 TG1451.geopotential number by the normal gravity value computed on the
 TG1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1451.degrees latitude (g = 980.6199 gals.).
 TG1451
 TG1451.The modeled gravity was interpolated from observed gravity values.
 TG1451
 TG1451;                    North         East    Units  Estimated Accuracy
 TG1451;SPC ND N     -   152,890.      355,510.      MT  (+/- 180 meters Scaled)
 TG1451
 TG1451                          SUPERSEDED SURVEY CONTROL
 TG1451
 TG1451  NGVD 29 (??/??/92)  695.622  (m)         2282.22   (f) ADJ UNCH    2 0
 TG1451
 TG1451.Superseded values are not recommended for survey control.
 TG1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1451.See file dsdata.txt to determine how the superseded data were derived.
 TG1451
 TG1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP890534(NAD 83)
 TG1451_MARKER: DB = BENCH MARK DISK
 TG1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1451_STAMPING: E-357 1935
 TG1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1451+STABILITY: SURFACE MOTION
 TG1451
 TG1451  HISTORY     - Date     Condition        Report By
 TG1451  HISTORY     - 1935     MONUMENTED       CGS
 TG1451
 TG1451                          STATION DESCRIPTION
 TG1451
 TG1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1451'19.0 MI S FROM HANKS.
 TG1451'ALONG ROADS TO A CROSS ROAD AT THE SOUTHWEST CORNER OF SECTION 15,
 TG1451'TOWNSHIP 156, RANGE 102, 19 MILES SOUTH OF THE RAILROAD AT HANKS. SET
 TG1451'IN POST IN THE NORTHEAST QUARTER OF THE INTERSECION, 67 FEET EAST OF
 TG1451'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 17 FEET NORTH OF THE
 TG1451'CENTERLINE OF THE EAST-WEST ROAD, ON THE PROPERTY LINE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1298 ***********************************************************************
 TG1298  DESIGNATION -  E 358
 TG1298  PID         -  TG1298
 TG1298  STATE/COUNTY-  ND/WILLIAMS
 TG1298  USGS QUAD   -  SPRING BROOK (1978)
 TG1298
 TG1298                         *CURRENT SURVEY CONTROL
 TG1298  ___________________________________________________________________
 TG1298* NAD 83(1986)-  48 19 41.     (N)    103 25 53.     (W)     SCALED    
 TG1298* NAVD 88     -       719.538  (meters)    2360.68   (feet)  ADJUSTED  
 TG1298  ___________________________________________________________________
 TG1298  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1298  DYNAMIC HT  -         719.642 (meters)    2361.03  (feet)  COMP
 TG1298  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 TG1298
 TG1298  VERT ORDER  -  SECOND    CLASS 0
 TG1298
 TG1298.The horizontal coordinates were scaled from a topographic map and have
 TG1298.an estimated accuracy of +/- 6 seconds.
 TG1298
 TG1298.The orthometric height was determined by differential leveling
 TG1298.and adjusted by the National Geodetic Survey in June 1991..
 TG1298
 TG1298.The geoid height was determined by GEOID03.
 TG1298
 TG1298.The dynamic height is computed by dividing the NAVD 88
 TG1298.geopotential number by the normal gravity value computed on the
 TG1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1298.degrees latitude (g = 980.6199 gals.).
 TG1298
 TG1298.The modeled gravity was interpolated from observed gravity values.
 TG1298
 TG1298;                    North         East    Units  Estimated Accuracy
 TG1298;SPC ND N     -   151,790.      382,700.      MT  (+/- 180 meters Scaled)
 TG1298
 TG1298                          SUPERSEDED SURVEY CONTROL
 TG1298
 TG1298  NGVD 29 (??/??/92)  719.053  (m)         2359.09   (f) ADJ UNCH    2 0
 TG1298
 TG1298.Superseded values are not recommended for survey control.
 TG1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1298.See file dsdata.txt to determine how the superseded data were derived.
 TG1298
 TG1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP162539(NAD 83)
 TG1298_MARKER: DB = BENCH MARK DISK
 TG1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1298_STAMPING: E 358 1935
 TG1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1298+STABILITY: SURFACE MOTION
 TG1298
 TG1298  HISTORY     - Date     Condition        Report By
 TG1298  HISTORY     - 1935     MONUMENTED       CGS
 TG1298  HISTORY     - 1951     GOOD             NGS
 TG1298
 TG1298                          STATION DESCRIPTION
 TG1298
 TG1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1298'5.6 MI N FROM SPRING BROOK.
 TG1298'5.6 MILES NORTH ALONG THE ALAMO ROAD FROM SPRING BROOK, WILLIAMS
 TG1298'COUNTY, 2.0 MILES EAST ALONG A ROAD.  AT THE SOUTHWEST CORNER OF
 TG1298'SECTION 16, T 156 N, R 99 W, AT A CURVE TO THE NORTH, 126 FEET EAST
 TG1298'AND 7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF
 TG1298'THE RIGHT-OF-WAY FENCE CORNER, AND 2 FEET HIGHER THAN THE ROAD, AND
 TG1298'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1524 ***********************************************************************
 TG1524  DESIGNATION -  E 359
 TG1524  PID         -  TG1524
 TG1524  STATE/COUNTY-  ND/WILLIAMS
 TG1524  USGS QUAD   -  GRENORA (1948)
 TG1524
 TG1524                         *CURRENT SURVEY CONTROL
 TG1524  ___________________________________________________________________
 TG1524* NAD 83(1986)-  48 37 09.     (N)    103 57 39.     (W)     SCALED    
 TG1524* NAVD 88     -       633.839  (meters)    2079.52   (feet)  ADJUSTED  
 TG1524  ___________________________________________________________________
 TG1524  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG1524  DYNAMIC HT  -         633.941 (meters)    2079.85  (feet)  COMP
 TG1524  MODELED GRAV-     980,751.0   (mgal)                       NAVD 88
 TG1524
 TG1524  VERT ORDER  -  SECOND    CLASS 0
 TG1524
 TG1524.The horizontal coordinates were scaled from a topographic map and have
 TG1524.an estimated accuracy of +/- 6 seconds.
 TG1524
 TG1524.The orthometric height was determined by differential leveling
 TG1524.and adjusted by the National Geodetic Survey in June 1991..
 TG1524
 TG1524.The geoid height was determined by GEOID03.
 TG1524
 TG1524.The dynamic height is computed by dividing the NAVD 88
 TG1524.geopotential number by the normal gravity value computed on the
 TG1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1524.degrees latitude (g = 980.6199 gals.).
 TG1524
 TG1524.The modeled gravity was interpolated from observed gravity values.
 TG1524
 TG1524;                    North         East    Units  Estimated Accuracy
 TG1524;SPC ND N     -   185,760.      344,930.      MT  (+/- 180 meters Scaled)
 TG1524
 TG1524                          SUPERSEDED SURVEY CONTROL
 TG1524
 TG1524  NGVD 29 (??/??/92)  633.336  (m)         2077.87   (f) ADJ UNCH    2 0
 TG1524
 TG1524.Superseded values are not recommended for survey control.
 TG1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1524.See file dsdata.txt to determine how the superseded data were derived.
 TG1524
 TG1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP765856(NAD 83)
 TG1524_MARKER: DB = BENCH MARK DISK
 TG1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1524_STAMPING: E 359 1935
 TG1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1524+STABILITY: SURFACE MOTION
 TG1524
 TG1524  HISTORY     - Date     Condition        Report By
 TG1524  HISTORY     - 1935     MONUMENTED       CGS
 TG1524  HISTORY     - 20041025 MARK NOT FOUND   NDWC
 TG1524
 TG1524                          STATION DESCRIPTION
 TG1524
 TG1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1524'1.2 MI W FROM GRENORA.
 TG1524'1.2 MILES WEST ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TG1524'GRENORA, WILLIAMS COUNTY, 4.3 MILES EAST OF THE NORTH DAKOTA-MONTANA
 TG1524'STATE LINE, AT A ROAD JUNCTION, 36 FEET NORTH OF THE CENTERLINE OF THE
 TG1524'EAST-AND-WEST ROAD, 10 FEET WEST OF THE CENTERLINE OF THE
 TG1524'NORTH-AND-SOUTH ROAD, 5 FEET NORTH OF AND 2 FEET EAST OF A
 TG1524'RIGHT-OF-WAY FENCE CORNER, 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 TG1524'TOP OF A CONCRETE POST.
 TG1524
 TG1524                          STATION RECOVERY (2004)
 TG1524
 TG1524'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0332 ***********************************************************************
 RQ0332  DESIGNATION -  E 36
 RQ0332  PID         -  RQ0332
 RQ0332  STATE/COUNTY-  ND/MCINTOSH
 RQ0332  USGS QUAD   -  ASHLEY EAST (1982)
 RQ0332
 RQ0332                         *CURRENT SURVEY CONTROL
 RQ0332  ___________________________________________________________________
 RQ0332* NAD 83(1986)-  46 01 46.     (N)    099 15 45.     (W)     SCALED    
 RQ0332* NAVD 88     -       591.418  (meters)    1940.34   (feet)  ADJUSTED  
 RQ0332  ___________________________________________________________________
 RQ0332  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 RQ0332  DYNAMIC HT  -         591.382 (meters)    1940.23  (feet)  COMP
 RQ0332  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 RQ0332
 RQ0332  VERT ORDER  -  SECOND    CLASS 0
 RQ0332
 RQ0332.The horizontal coordinates were scaled from a topographic map and have
 RQ0332.an estimated accuracy of +/- 6 seconds.
 RQ0332
 RQ0332.The orthometric height was determined by differential leveling
 RQ0332.and adjusted by the National Geodetic Survey in June 1991..
 RQ0332
 RQ0332.The geoid height was determined by GEOID03.
 RQ0332
 RQ0332.The dynamic height is computed by dividing the NAVD 88
 RQ0332.geopotential number by the normal gravity value computed on the
 RQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0332.degrees latitude (g = 980.6199 gals.).
 RQ0332
 RQ0332.The modeled gravity was interpolated from observed gravity values.
 RQ0332
 RQ0332;                    North         East    Units  Estimated Accuracy
 RQ0332;SPC ND S     -    41,080.      695,810.      MT  (+/- 180 meters Scaled)
 RQ0332
 RQ0332                          SUPERSEDED SURVEY CONTROL
 RQ0332
 RQ0332  NGVD 29 (??/??/92)  590.997  (m)         1938.96   (f) ADJ UNCH    2 0
 RQ0332
 RQ0332.Superseded values are not recommended for survey control.
 RQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0332.See file dsdata.txt to determine how the superseded data were derived.
 RQ0332
 RQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR796973(NAD 83)
 RQ0332_MARKER: DB = BENCH MARK DISK
 RQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0332_STAMPING: E-36 1934
 RQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0332+STABILITY: SURFACE MOTION
 RQ0332
 RQ0332  HISTORY     - Date     Condition        Report By
 RQ0332  HISTORY     - 1934     MONUMENTED       CGS
 RQ0332
 RQ0332                          STATION DESCRIPTION
 RQ0332
 RQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0332'5.7 MI E FROM ASHLEY.
 RQ0332'ALONG THE ASHLEY-ELLENDALE ROAD.  AT WINDING ROAD BETWEEN TWO HILLS,
 RQ0332'69 FEET EAST OF 24 INCH C M P CULVERT, 312 FEET EAST OF PRIVATE
 RQ0332'ENTRANCE, 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 RQ0332'SOUTH OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1088 ***********************************************************************
 TG1088  DESIGNATION -  E 360
 TG1088  PID         -  TG1088
 TG1088  STATE/COUNTY-  ND/DIVIDE
 TG1088  USGS QUAD   -  CROSBY SW (1948)
 TG1088
 TG1088                         *CURRENT SURVEY CONTROL
 TG1088  ___________________________________________________________________
 TG1088* NAD 83(1986)-  48 51 55.     (N)    103 25 17.     (W)     SCALED    
 TG1088* NAVD 88     -       667.832  (meters)    2191.05   (feet)  ADJUSTED  
 TG1088  ___________________________________________________________________
 TG1088  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TG1088  DYNAMIC HT  -         667.957 (meters)    2191.46  (feet)  COMP
 TG1088  MODELED GRAV-     980,776.5   (mgal)                       NAVD 88
 TG1088
 TG1088  VERT ORDER  -  SECOND    CLASS 0
 TG1088
 TG1088.The horizontal coordinates were scaled from a topographic map and have
 TG1088.an estimated accuracy of +/- 6 seconds.
 TG1088
 TG1088.The orthometric height was determined by differential leveling
 TG1088.and adjusted by the National Geodetic Survey in June 1991..
 TG1088
 TG1088.The geoid height was determined by GEOID03.
 TG1088
 TG1088.The dynamic height is computed by dividing the NAVD 88
 TG1088.geopotential number by the normal gravity value computed on the
 TG1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1088.degrees latitude (g = 980.6199 gals.).
 TG1088
 TG1088.The modeled gravity was interpolated from observed gravity values.
 TG1088
 TG1088;                    North         East    Units  Estimated Accuracy
 TG1088;SPC ND N     -   211,460.      385,710.      MT  (+/- 180 meters Scaled)
 TG1088
 TG1088                          SUPERSEDED SURVEY CONTROL
 TG1088
 TG1088  NGVD 29 (??/??/92)  667.341  (m)         2189.43   (f) ADJ UNCH    2 0
 TG1088
 TG1088.Superseded values are not recommended for survey control.
 TG1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1088.See file dsdata.txt to determine how the superseded data were derived.
 TG1088
 TG1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ157136(NAD 83)
 TG1088_MARKER: DB = BENCH MARK DISK
 TG1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1088_STAMPING: E-360 1935
 TG1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1088+STABILITY: SURFACE MOTION
 TG1088
 TG1088  HISTORY     - Date     Condition        Report By
 TG1088  HISTORY     - 1935     MONUMENTED       CGS
 TG1088  HISTORY     - 20041109 POOR             NDWC
 TG1088
 TG1088                          STATION DESCRIPTION
 TG1088
 TG1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1088'8.7 MI SW FROM CROSBY.
 TG1088'ALONG THE FORTUNA ROAD (STATE ROUTE NO. 5) TO A CROSS ROAD 5.7 MILES
 TG1088'WEST OF MAIN STREET AT CROSBY, THENCE SOUTH 3 MILES TO A CROSS ROAD.
 TG1088'SET IN POST IN THE NORTHEAST QUARTER OF THE INTERSECTION, 74 FEET EAST
 TG1088'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 36 FEET NORTH OF THE
 TG1088'CENTERLINE OF THE EAST-WEST ROAD, 1 1/2 FEET SOUTH OF THE FENCE, AT
 TG1088'ROAD LEVEL.
 TG1088
 TG1088                          STATION RECOVERY (2004)
 TG1088
 TG1088'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1088'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1082 ***********************************************************************
 TG1082  DESIGNATION -  E 361
 TG1082  PID         -  TG1082
 TG1082  STATE/COUNTY-  ND/DIVIDE
 TG1082  USGS QUAD   -  NOONAN (1981)
 TG1082
 TG1082                         *CURRENT SURVEY CONTROL
 TG1082  ___________________________________________________________________
 TG1082* NAD 83(1986)-  48 59 57.     (N)    103 00 58.     (W)     SCALED    
 TG1082* NAVD 88     -       579.385  (meters)    1900.87   (feet)  ADJUSTED  
 TG1082  ___________________________________________________________________
 TG1082  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG1082  DYNAMIC HT  -         579.521 (meters)    1901.31  (feet)  COMP
 TG1082  MODELED GRAV-     980,824.9   (mgal)                       NAVD 88
 TG1082
 TG1082  VERT ORDER  -  SECOND    CLASS 0
 TG1082
 TG1082.The horizontal coordinates were scaled from a topographic map and have
 TG1082.an estimated accuracy of +/- 6 seconds.
 TG1082
 TG1082.The orthometric height was determined by differential leveling
 TG1082.and adjusted by the National Geodetic Survey in June 1991..
 TG1082
 TG1082.The geoid height was determined by GEOID03.
 TG1082
 TG1082.The dynamic height is computed by dividing the NAVD 88
 TG1082.geopotential number by the normal gravity value computed on the
 TG1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1082.degrees latitude (g = 980.6199 gals.).
 TG1082
 TG1082.The modeled gravity was interpolated from observed gravity values.
 TG1082
 TG1082;                    North         East    Units  Estimated Accuracy
 TG1082;SPC ND N     -   225,290.      415,910.      MT  (+/- 180 meters Scaled)
 TG1082
 TG1082                          SUPERSEDED SURVEY CONTROL
 TG1082
 TG1082  NGVD 29 (??/??/92)  578.965  (m)         1899.49   (f) ADJ UNCH    2 0
 TG1082
 TG1082.Superseded values are not recommended for survey control.
 TG1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1082.See file dsdata.txt to determine how the superseded data were derived.
 TG1082
 TG1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ451292(NAD 83)
 TG1082_MARKER: DB = BENCH MARK DISK
 TG1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1082_SP_SET: FOUNDATION
 TG1082_STAMPING: E 361 1935 1908
 TG1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1082
 TG1082  HISTORY     - Date     Condition        Report By
 TG1082  HISTORY     - 1935     MONUMENTED       CGS
 TG1082
 TG1082                          STATION DESCRIPTION
 TG1082
 TG1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1082'7.7 MI NW FROM NOONAN.
 TG1082'ALONG THE ESTEVAN ROAD (STATE ROUTE NO. 40) TO THE CANADIAN LINE,
 TG1082'THENCE WEST ALONG THE LINE ABOUT 0.5 MILE TO BOUNDARY MARK NO. 615.
 TG1082'SET IN THE SOUTH SIDE OF THE CONCRETE FOUNDATION AT GROUND LEVEL.  A
 TG1082'U.S. AND C.B. SURVEY STANDARD DISK, STAMPED E 361 1935 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0998 ***********************************************************************
 SN0998  DESIGNATION -  E 362
 SN0998  PID         -  SN0998
 SN0998  STATE/COUNTY-  ND/MERCER
 SN0998  USGS QUAD   -  ZAP (1969)
 SN0998
 SN0998                         *CURRENT SURVEY CONTROL
 SN0998  ___________________________________________________________________
 SN0998* NAD 83(1986)-  47 17 31.     (N)    101 56 41.     (W)     SCALED    
 SN0998* NAVD 88     -       563.463  (meters)    1848.63   (feet)  ADJUSTED  
 SN0998  ___________________________________________________________________
 SN0998  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 SN0998  DYNAMIC HT  -         563.495 (meters)    1848.73  (feet)  COMP
 SN0998  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 SN0998
 SN0998  VERT ORDER  -  SECOND    CLASS 0
 SN0998
 SN0998.The horizontal coordinates were scaled from a topographic map and have
 SN0998.an estimated accuracy of +/- 6 seconds.
 SN0998
 SN0998.The orthometric height was determined by differential leveling
 SN0998.and adjusted by the National Geodetic Survey in June 1991..
 SN0998
 SN0998.The geoid height was determined by GEOID03.
 SN0998
 SN0998.The dynamic height is computed by dividing the NAVD 88
 SN0998.geopotential number by the normal gravity value computed on the
 SN0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0998.degrees latitude (g = 980.6199 gals.).
 SN0998
 SN0998.The modeled gravity was interpolated from observed gravity values.
 SN0998
 SN0998;                    North         East    Units  Estimated Accuracy
 SN0998;SPC ND S     -   181,670.      490,730.      MT  (+/- 180 meters Scaled)
 SN0998
 SN0998                          SUPERSEDED SURVEY CONTROL
 SN0998
 SN0998  NGVD 29 (??/??/92)  563.054  (m)         1847.29   (f) ADJ UNCH    2 0
 SN0998
 SN0998.Superseded values are not recommended for survey control.
 SN0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0998.See file dsdata.txt to determine how the superseded data were derived.
 SN0998
 SN0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT773418(NAD 83)
 SN0998_MARKER: DB = BENCH MARK DISK
 SN0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0998_STAMPING: E 362 1958
 SN0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0998+STABILITY: SURFACE MOTION
 SN0998
 SN0998  HISTORY     - Date     Condition        Report By
 SN0998  HISTORY     - 1958     MONUMENTED       CGS
 SN0998
 SN0998                          STATION DESCRIPTION
 SN0998
 SN0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0998'1.15 MI W FROM ZAP.
 SN0998'1.15 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SN0998'AT ZAP, 3 POLES WEST OF MILEPOST 81, 45 FEET NORTH OF THE NORTH RAIL,
 SN0998'16 FEET EAST OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE, 1 1/2 FEET
 SN0998'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE
 SN0998'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0246 ***********************************************************************
 TF0246  DESIGNATION -  E 365 RESET
 TF0246  PID         -  TF0246
 TF0246  STATE/COUNTY-  ND/MCHENRY
 TF0246  USGS QUAD   -  TOWNER NW (1980)
 TF0246
 TF0246                         *CURRENT SURVEY CONTROL
 TF0246  ___________________________________________________________________
 TF0246* NAD 83(1986)-  48 28 21.     (N)    100 23 06.     (W)     SCALED    
 TF0246* NAVD 88     -       447.06   (+/-2cm)    1466.7    (feet)  VERTCON   
 TF0246  ___________________________________________________________________
 TF0246  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0246
 TF0246  VERT ORDER  -  THIRD (See Below)
 TF0246
 TF0246.The horizontal coordinates were scaled from a topographic map and have
 TF0246.an estimated accuracy of +/- 6 seconds.
 TF0246
 TF0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0246.The vertical order pertains to the NGVD 29 superseded value.
 TF0246
 TF0246.The geoid height was determined by GEOID03.
 TF0246
 TF0246;                    North         East    Units  Estimated Accuracy
 TF0246;SPC ND N     -   163,720.      608,500.      MT  (+/- 180 meters Scaled)
 TF0246
 TF0246                          SUPERSEDED SURVEY CONTROL
 TF0246
 TF0246  NGVD 29 (11/04/04)  446.69   (m)         1465.5    (f) RESET       3  
 TF0246
 TF0246.Superseded values are not recommended for survey control.
 TF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0246.See file dsdata.txt to determine how the superseded data were derived.
 TF0246
 TF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU976697(NAD 83)
 TF0246_MARKER: DB = BENCH MARK DISK
 TF0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0246_STAMPING: E 365 1935 RESET 1951
 TF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0246+STABILITY: SURFACE MOTION
 TF0246
 TF0246  HISTORY     - Date     Condition        Report By
 TF0246  HISTORY     - 1951     MONUMENTED       USGS
 TF0246
 TF0246                          STATION DESCRIPTION
 TF0246
 TF0246'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0246'9.7 MI N FROM TOWNER.
 TF0246'9.7 MILES NORTH ALONG THE BARTON ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0246'WATER TOWER AT TOWNER, MCHENRY COUNTY, AT THE NORTHWEST CORNER OF
 TF0246'SECTION 22, T 158 N, R 75 W, AT A ROAD INTERSECTION, 61 FEET SOUTH OF
 TF0246'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 60 FEET EAST OF THE
 TF0246'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 1 FOOT EAST OF THE EAST
 TF0246'RIGHT-OF-WAY FENCE, 2.2 FEET LOWER THAN THE CROSS ROAD, AND SET IN THE
 TF0246'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1647 ***********************************************************************
 TF1647  DESIGNATION -  E 374
 TF1647  PID         -  TF1647
 TF1647  STATE/COUNTY-  ND/RENVILLE
 TF1647  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF1647
 TF1647                         *CURRENT SURVEY CONTROL
 TF1647  ___________________________________________________________________
 TF1647* NAD 83(1986)-  48 54 28.     (N)    101 49 31.     (W)     SCALED    
 TF1647* NAVD 88     -       540.428  (meters)    1773.05   (feet)  ADJUSTED  
 TF1647  ___________________________________________________________________
 TF1647  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF1647  DYNAMIC HT  -         540.547 (meters)    1773.44  (feet)  COMP
 TF1647  MODELED GRAV-     980,813.0   (mgal)                       NAVD 88
 TF1647
 TF1647  VERT ORDER  -  SECOND    CLASS 0
 TF1647
 TF1647.The horizontal coordinates were scaled from a topographic map and have
 TF1647.an estimated accuracy of +/- 6 seconds.
 TF1647
 TF1647.The orthometric height was determined by differential leveling
 TF1647.and adjusted by the National Geodetic Survey in June 1991..
 TF1647
 TF1647.The geoid height was determined by GEOID03.
 TF1647
 TF1647.The dynamic height is computed by dividing the NAVD 88
 TF1647.geopotential number by the normal gravity value computed on the
 TF1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1647.degrees latitude (g = 980.6199 gals.).
 TF1647
 TF1647.The modeled gravity was interpolated from observed gravity values.
 TF1647
 TF1647;                    North         East    Units  Estimated Accuracy
 TF1647;SPC ND N     -   212,960.      502,850.      MT  (+/- 180 meters Scaled)
 TF1647
 TF1647                          SUPERSEDED SURVEY CONTROL
 TF1647
 TF1647  NGVD 29 (??/??/92)  540.042  (m)         1771.79   (f) ADJ UNCH    2 0
 TF1647
 TF1647.Superseded values are not recommended for survey control.
 TF1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1647.See file dsdata.txt to determine how the superseded data were derived.
 TF1647
 TF1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV929210(NAD 83)
 TF1647_MARKER: DB = BENCH MARK DISK
 TF1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1647_STAMPING: E 374 1935
 TF1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1647+STABILITY: SURFACE MOTION
 TF1647
 TF1647  HISTORY     - Date     Condition        Report By
 TF1647  HISTORY     - 1935     MONUMENTED       CGS
 TF1647
 TF1647                          STATION DESCRIPTION
 TF1647
 TF1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1647'11.0 MI NW FROM MCKINNEY.
 TF1647'11.0 MILES NORTHWEST ALONG A ROAD PARALLELING SOURIS RIVER FROM THE
 TF1647'INTERSECTION OF STATE HIGHWAY 5 AT MCKINNEY, RENVILLE COUNTY, AT THE
 TF1647'NORTHEAST CORNER OF SECTION 33, T. 163 N., R. 86 W., AT A ROAD
 TF1647'INTERSECTION, 140 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF1647'ROAD, 23 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND
 TF1647'ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 374
 TF1647'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0353 ***********************************************************************
 RP0353  DESIGNATION -  E 375
 RP0353  PID         -  RP0353
 RP0353  STATE/COUNTY-  ND/CASS
 RP0353  USGS QUAD   -  FARGO SOUTH (1993)
 RP0353
 RP0353                         *CURRENT SURVEY CONTROL
 RP0353  ___________________________________________________________________
 RP0353* NAD 83(1986)-  46 45 44.     (N)    096 48 34.     (W)     SCALED    
 RP0353* NAVD 88     -       277.116  (meters)     909.17   (feet)  ADJUSTED  
 RP0353  ___________________________________________________________________
 RP0353  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0353  DYNAMIC HT  -         277.136 (meters)     909.24  (feet)  COMP
 RP0353  MODELED GRAV-     980,680.9   (mgal)                       NAVD 88
 RP0353
 RP0353  VERT ORDER  -  SECOND    CLASS 0
 RP0353
 RP0353.The horizontal coordinates were scaled from a topographic map and have
 RP0353.an estimated accuracy of +/- 6 seconds.
 RP0353
 RP0353.The orthometric height was determined by differential leveling
 RP0353.and adjusted by the National Geodetic Survey in June 1991..
 RP0353
 RP0353.The geoid height was determined by GEOID03.
 RP0353
 RP0353.The dynamic height is computed by dividing the NAVD 88
 RP0353.geopotential number by the normal gravity value computed on the
 RP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0353.degrees latitude (g = 980.6199 gals.).
 RP0353
 RP0353.The modeled gravity was interpolated from observed gravity values.
 RP0353
 RP0353;                    North         East    Units  Estimated Accuracy
 RP0353;SPC ND S     -   128,400.      881,810.      MT  (+/- 180 meters Scaled)
 RP0353
 RP0353                          SUPERSEDED SURVEY CONTROL
 RP0353
 RP0353  NGVD 29 (??/??/92)  276.777  (m)          908.06   (f) ADJ UNCH    2 0
 RP0353
 RP0353.Superseded values are not recommended for survey control.
 RP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0353.See file dsdata.txt to determine how the superseded data were derived.
 RP0353
 RP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS672810(NAD 83)
 RP0353_MARKER: DB = BENCH MARK DISK
 RP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0353_STAMPING: E 375 1940
 RP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0353+STABILITY: SURFACE MOTION
 RP0353
 RP0353  HISTORY     - Date     Condition        Report By
 RP0353  HISTORY     - 1940     MONUMENTED       CGS
 RP0353  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 RP0353
 RP0353                          STATION DESCRIPTION
 RP0353
 RP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RP0353'1 MI N FROM WILD RICE.
 RP0353'1 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0353'RAILROAD FROM THE STATION AT WILD RICE, CASS COUNTY, ABOUT 10 POLES
 RP0353'SOUTH OF MILEPOST 108, 49.9 FEET WEST OF THE CENTER LINE OF THE TRACK,
 RP0353'2 FEET NORTH OF A WHITE POST MARKED U.S.B.M., AND ABOUT 1 FOOT LOWER
 RP0353'THAN THE TRACK.  A STANDARD DISK, STAMPED E 375 1940 AND SET IN THE
 RP0353'TOP OF A CONCRETE POST.  NOTE-- 4 FEET NORTH OF THE 7TH POLE NORTH,
 RP0353'ALONG WEST SIDE OF TRACK, FROM A ROAD CROSSING.  THE POST IS LOOSE IN
 RP0353'THE GROUND AND THE ELEVATION OF THE MARK SHOULD BE USED WITH CAUTION.
 RP0353
 RP0353                          STATION RECOVERY (1975)
 RP0353
 RP0353'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 RP0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0853 ***********************************************************************
 SM0853  DESIGNATION -  E 376
 SM0853  PID         -  SM0853
 SM0853  STATE/COUNTY-  ND/WELLS
 SM0853  USGS QUAD   -  HURDSFIELD (1978)
 SM0853
 SM0853                         *CURRENT SURVEY CONTROL
 SM0853  ___________________________________________________________________
 SM0853* NAD 83(1986)-  47 25 35.     (N)    099 58 06.     (W)     SCALED    
 SM0853* NAVD 88     -       586.160  (meters)    1923.09   (feet)  ADJUSTED  
 SM0853  ___________________________________________________________________
 SM0853  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SM0853  DYNAMIC HT  -         586.204 (meters)    1923.24  (feet)  COMP
 SM0853  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 SM0853
 SM0853  VERT ORDER  -  SECOND    CLASS 0
 SM0853
 SM0853.The horizontal coordinates were scaled from a topographic map and have
 SM0853.an estimated accuracy of +/- 6 seconds.
 SM0853
 SM0853.The orthometric height was determined by differential leveling
 SM0853.and adjusted by the National Geodetic Survey in June 1991..
 SM0853
 SM0853.The geoid height was determined by GEOID03.
 SM0853
 SM0853.The dynamic height is computed by dividing the NAVD 88
 SM0853.geopotential number by the normal gravity value computed on the
 SM0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0853.degrees latitude (g = 980.6199 gals.).
 SM0853
 SM0853.The modeled gravity was interpolated from observed gravity values.
 SM0853
 SM0853;                    North         East    Units  Estimated Accuracy
 SM0853;SPC ND N     -    47,550.      640,110.      MT  (+/- 180 meters Scaled)
 SM0853
 SM0853                          SUPERSEDED SURVEY CONTROL
 SM0853
 SM0853  NGVD 29 (??/??/92)  585.74   (m)         1921.7    (f) COMPUTED    2 0
 SM0853
 SM0853.Superseded values are not recommended for survey control.
 SM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0853.See file dsdata.txt to determine how the superseded data were derived.
 SM0853
 SM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT269530(NAD 83)
 SM0853_MARKER: DB = BENCH MARK DISK
 SM0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0853_STAMPING: E-376 1940
 SM0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0853+STABILITY: SURFACE MOTION
 SM0853
 SM0853  HISTORY     - Date     Condition        Report By
 SM0853  HISTORY     - 1940     MONUMENTED       CGS
 SM0853
 SM0853                          STATION DESCRIPTION
 SM0853
 SM0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SM0853'3.3 MI S FROM HURDSFIELD.
 SM0853'3.3 MILES SOUTH OF ALONG, STATE HIGHWAY 3 E-376 IS LOCATED 3.3 MILES
 SM0853'SOUTH OF THE NORTHERN PACIFIC RAILWAY STATION AT HURDSFIELD, 33 FEET
 SM0853'EAST OF THE CENTER LINE OF STATE HIGHWAY 3, 0.2 MILES NORTH OF A
 SM0853'SECTION LINE ROAD LEADING EAST, 2.6 FEET SOUTH OF A WHITE WOODEN POST
 SM0853'STENCILED U.S. B.M., AND IN A LINE OF POLES.  A STANDARD DISK SET IN
 SM0853'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0854 ***********************************************************************
 SM0854  DESIGNATION -  E 376 RESET
 SM0854  PID         -  SM0854
 SM0854  STATE/COUNTY-  ND/WELLS
 SM0854  USGS QUAD   -  HURDSFIELD (1978)
 SM0854
 SM0854                         *CURRENT SURVEY CONTROL
 SM0854  ___________________________________________________________________
 SM0854* NAD 83(1986)-  47 25 33.     (N)    099 58 07.     (W)     SCALED    
 SM0854* NAVD 88     -       586.21   (+/-2cm)    1923.3    (feet)  VERTCON   
 SM0854  ___________________________________________________________________
 SM0854  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SM0854
 SM0854  VERT ORDER  -  THIRD (See Below)
 SM0854
 SM0854.The horizontal coordinates were scaled from a topographic map and have
 SM0854.an estimated accuracy of +/- 6 seconds.
 SM0854
 SM0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0854.The vertical order pertains to the NGVD 29 superseded value.
 SM0854
 SM0854.The geoid height was determined by GEOID03.
 SM0854
 SM0854;                    North         East    Units  Estimated Accuracy
 SM0854;SPC ND N     -    47,480.      640,090.      MT  (+/- 180 meters Scaled)
 SM0854
 SM0854                          SUPERSEDED SURVEY CONTROL
 SM0854
 SM0854  NGVD 29 (??/??/??)  585.79   (m)         1921.9    (f) RESET       3  
 SM0854
 SM0854.Superseded values are not recommended for survey control.
 SM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0854.See file dsdata.txt to determine how the superseded data were derived.
 SM0854
 SM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT269529(NAD 83)
 SM0854_MARKER: DB = BENCH MARK DISK
 SM0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0854_STAMPING: E 376 RESET 1956
 SM0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0854+STABILITY: SURFACE MOTION
 SM0854
 SM0854  HISTORY     - Date     Condition        Report By
 SM0854  HISTORY     - 1956     MONUMENTED       CGS
 SM0854  HISTORY     - 1977     MARK NOT FOUND   USGS
 SM0854
 SM0854                          STATION DESCRIPTION
 SM0854
 SM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0854'2.0 MI W FROM HURDSFIELD.
 SM0854'2.0 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE NORTHERN PACIFIC
 SM0854'RAILWAY STATION AT HURDSFIELD, WELLS COUNTY, THENCE 1.3 MILES SOUTH
 SM0854'ALONG STATE HIGHWAY 3.  221 FEET SOUTH OF A DRIVEWAY LEADING INTO A
 SM0854'FIELD AND 97 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 SM0854'DISK, STAMPED E 376 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST
 SM0854'PROJECTING 2 INCHES ABOVE GROUND.
 SM0854
 SM0854                          STATION RECOVERY (1977)
 SM0854
 SM0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SM0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0142 ***********************************************************************
 SO0142  DESIGNATION -  E 378
 SO0142  PID         -  SO0142
 SO0142  STATE/COUNTY-  ND/MCLEAN
 SO0142  USGS QUAD   -  RAUB (1967)
 SO0142
 SO0142                         *CURRENT SURVEY CONTROL
 SO0142  ___________________________________________________________________
 SO0142* NAD 83(1986)-  47 44 47.     (N)    102 03 53.     (W)     SCALED    
 SO0142* NAVD 88     -       575.975  (meters)    1889.68   (feet)  ADJUSTED  
 SO0142  ___________________________________________________________________
 SO0142  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 SO0142  DYNAMIC HT  -         576.045 (meters)    1889.91  (feet)  COMP
 SO0142  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SO0142
 SO0142  VERT ORDER  -  SECOND    CLASS 0
 SO0142
 SO0142.The horizontal coordinates were scaled from a topographic map and have
 SO0142.an estimated accuracy of +/- 6 seconds.
 SO0142
 SO0142.The orthometric height was determined by differential leveling
 SO0142.and adjusted by the National Geodetic Survey in June 1991..
 SO0142
 SO0142.The geoid height was determined by GEOID03.
 SO0142
 SO0142.The dynamic height is computed by dividing the NAVD 88
 SO0142.geopotential number by the normal gravity value computed on the
 SO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0142.degrees latitude (g = 980.6199 gals.).
 SO0142
 SO0142.The modeled gravity was interpolated from observed gravity values.
 SO0142
 SO0142;                    North         East    Units  Estimated Accuracy
 SO0142;SPC ND N     -    84,180.      482,670.      MT  (+/- 180 meters Scaled)
 SO0142
 SO0142                          SUPERSEDED SURVEY CONTROL
 SO0142
 SO0142.No superseded survey control is available for this station.
 SO0142
 SO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN200922(NAD 83)
 SO0142_MARKER: DB = BENCH MARK DISK
 SO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0142_STAMPING: E-378 1940
 SO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0142+STABILITY: SURFACE MOTION
 SO0142
 SO0142  HISTORY     - Date     Condition        Report By
 SO0142  HISTORY     - 1940     MONUMENTED       CGS
 SO0142
 SO0142                          STATION DESCRIPTION
 SO0142
 SO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0142'17.4 MI S FROM PARSHALL.
 SO0142'17.4 MILES SOUTH OF THE SOO LINE RAILWAY STATION AT PARSHALL, 1.2
 SO0142'MILES WEST OF THE POST OFFICE AT RAUB, 41 FEET NORTH OF THE CENTER
 SO0142'LINE OF STATE HIGHWAY 8, 39.5 FEET EAST OF THE CENTER LINE OF A COUNTY
 SO0142'ROAD, 1.4 FEET NORTH OF A WHITE WOODEN POST STENCILED U.S. B.M. A
 SO0142'STANDARD DISK STAMPED E-378 1940 AND SET IN THE TOP OF A CONCRETE POST
 SO0142'0.8 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0143 ***********************************************************************
 SO0143  DESIGNATION -  E 378 RESET
 SO0143  PID         -  SO0143
 SO0143  STATE/COUNTY-  ND/MCLEAN
 SO0143  USGS QUAD   -  RAUB (1967)
 SO0143
 SO0143                         *CURRENT SURVEY CONTROL
 SO0143  ___________________________________________________________________
 SO0143* NAD 83(1986)-  47 44 47.     (N)    102 03 53.     (W)     SCALED    
 SO0143* NAVD 88     -       575.946  (meters)    1889.58   (feet)  ADJUSTED  
 SO0143  ___________________________________________________________________
 SO0143  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 SO0143  DYNAMIC HT  -         576.017 (meters)    1889.82  (feet)  COMP
 SO0143  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SO0143
 SO0143  VERT ORDER  -  SECOND    CLASS 0
 SO0143
 SO0143.The horizontal coordinates were scaled from a topographic map and have
 SO0143.an estimated accuracy of +/- 6 seconds.
 SO0143
 SO0143.The orthometric height was determined by differential leveling
 SO0143.and adjusted by the National Geodetic Survey in June 1991..
 SO0143
 SO0143.The geoid height was determined by GEOID03.
 SO0143
 SO0143.The dynamic height is computed by dividing the NAVD 88
 SO0143.geopotential number by the normal gravity value computed on the
 SO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0143.degrees latitude (g = 980.6199 gals.).
 SO0143
 SO0143.The modeled gravity was interpolated from observed gravity values.
 SO0143
 SO0143;                    North         East    Units  Estimated Accuracy
 SO0143;SPC ND N     -    84,180.      482,670.      MT  (+/- 180 meters Scaled)
 SO0143
 SO0143                          SUPERSEDED SURVEY CONTROL
 SO0143
 SO0143  NGVD 29 (??/??/92)  575.527  (m)         1888.21   (f) ADJ UNCH    2 0
 SO0143
 SO0143.Superseded values are not recommended for survey control.
 SO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0143.See file dsdata.txt to determine how the superseded data were derived.
 SO0143
 SO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN200922(NAD 83)
 SO0143_MARKER: DB = BENCH MARK DISK
 SO0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0143_STAMPING: E 378 RESET 1957
 SO0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0143+STABILITY: SURFACE MOTION
 SO0143
 SO0143  HISTORY     - Date     Condition        Report By
 SO0143  HISTORY     - 1957     MONUMENTED       CGS
 SO0143  HISTORY     - 1962     GOOD             NGS
 SO0143  HISTORY     - 1963     GOOD             NGS
 SO0143
 SO0143                          STATION DESCRIPTION
 SO0143
 SO0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0143'1.0 MI W FROM RAUB.
 SO0143'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0143'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, 107 FEET NORTHEAST OF
 SO0143'THE CENTER OF A ROAD INTERSECTION, 98 FEET NORTH OF THE CENTERLINE OF
 SO0143'THE HIGHWAY, 44 FEET EAST OF THE CENTERLINE OF THE ROAD INTERSECTING
 SO0143'THE HIGHWAY, 2.2 FEET SOUTH OF A POLE NUMBERED 17-61 AND BRACED BY TWO
 SO0143'GUY WIRES, 1.6 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 SO0143'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0143'0.3 FOOT.
 SO0143
 SO0143                          STATION RECOVERY (1963)
 SO0143
 SO0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SO0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0366 ***********************************************************************
 SO0366  DESIGNATION -  E 379
 SO0366  PID         -  SO0366
 SO0366  STATE/COUNTY-  ND/DUNN
 SO0366  USGS QUAD   -  OAKDALE (1974)
 SO0366
 SO0366                         *CURRENT SURVEY CONTROL
 SO0366  ___________________________________________________________________
 SO0366* NAD 83(1986)-  47 25 46.     (N)    102 48 04.     (W)     SCALED    
 SO0366* NAVD 88     -       698.428  (meters)    2291.43   (feet)  ADJUSTED  
 SO0366  ___________________________________________________________________
 SO0366  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SO0366  DYNAMIC HT  -         698.469 (meters)    2291.56  (feet)  COMP
 SO0366  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 SO0366
 SO0366  VERT ORDER  -  SECOND    CLASS 0
 SO0366
 SO0366.The horizontal coordinates were scaled from a topographic map and have
 SO0366.an estimated accuracy of +/- 6 seconds.
 SO0366
 SO0366.The orthometric height was determined by differential leveling
 SO0366.and adjusted by the National Geodetic Survey in June 1991..
 SO0366
 SO0366.The geoid height was determined by GEOID03.
 SO0366
 SO0366.The dynamic height is computed by dividing the NAVD 88
 SO0366.geopotential number by the normal gravity value computed on the
 SO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0366.degrees latitude (g = 980.6199 gals.).
 SO0366
 SO0366.The modeled gravity was interpolated from observed gravity values.
 SO0366
 SO0366;                    North         East    Units  Estimated Accuracy
 SO0366;SPC ND S     -   198,490.      426,420.      MT  (+/- 180 meters Scaled)
 SO0366
 SO0366                          SUPERSEDED SURVEY CONTROL
 SO0366
 SO0366  NGVD 29 (??/??/92)  697.939  (m)         2289.82   (f) ADJ UNCH    2 0
 SO0366
 SO0366.Superseded values are not recommended for survey control.
 SO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0366.See file dsdata.txt to determine how the superseded data were derived.
 SO0366
 SO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN658552(NAD 83)
 SO0366_MARKER: DB = BENCH MARK DISK
 SO0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0366_STAMPING: E 379 1940
 SO0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0366+STABILITY: SURFACE MOTION
 SO0366
 SO0366  HISTORY     - Date     Condition        Report By
 SO0366  HISTORY     - 1940     MONUMENTED       CGS
 SO0366  HISTORY     - 1974     MARK NOT FOUND   USGS
 SO0366
 SO0366                          STATION DESCRIPTION
 SO0366
 SO0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0366'6.4 MI N FROM KILLDEER.
 SO0366'6.4 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 22 FROM THE
 SO0366'NORTHERN PACIFIC RAILWAY STATION AT KILLDEER, DUNN COUNTY, AT A ROAD
 SO0366'INTERSECTION, 61 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 SO0366'52.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 31.3 FEET NORTH OF THE
 SO0366'CENTERLINE OF THE HIGHWAY, 31 FEET WEST OF THE WEST END OF A CONCRETE
 SO0366'CULVERT, 2 FEET NORTH AND 1.5 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 SO0366'WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SO0366'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 SO0366
 SO0366                          STATION RECOVERY (1974)
 SO0366
 SO0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SO0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0141 ***********************************************************************
 RQ0141  DESIGNATION -  E 38 RESET
 RQ0141  PID         -  RQ0141
 RQ0141  STATE/COUNTY-  ND/DICKEY
 RQ0141  USGS QUAD   -  MONANGO NW (1982)
 RQ0141
 RQ0141                         *CURRENT SURVEY CONTROL
 RQ0141  ___________________________________________________________________
 RQ0141* NAD 83(1986)-  46 14 50.     (N)    098 38 24.     (W)     SCALED    
 RQ0141* NAVD 88     -       466.72   (+/-2cm)    1531.2    (feet)  VERTCON   
 RQ0141  ___________________________________________________________________
 RQ0141  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RQ0141
 RQ0141  VERT ORDER  -  THIRD (See Below)
 RQ0141
 RQ0141.The horizontal coordinates were scaled from a topographic map and have
 RQ0141.an estimated accuracy of +/- 6 seconds.
 RQ0141
 RQ0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0141.The vertical order pertains to the NGVD 29 superseded value.
 RQ0141
 RQ0141.The geoid height was determined by GEOID03.
 RQ0141
 RQ0141;                    North         East    Units  Estimated Accuracy
 RQ0141;SPC ND S     -    66,230.      743,420.      MT  (+/- 180 meters Scaled)
 RQ0141
 RQ0141                          SUPERSEDED SURVEY CONTROL
 RQ0141
 RQ0141  NGVD 29 (11/04/04)  466.35   (m)         1530.0    (f) RESET       3  
 RQ0141
 RQ0141.Superseded values are not recommended for survey control.
 RQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0141.See file dsdata.txt to determine how the superseded data were derived.
 RQ0141
 RQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS277215(NAD 83)
 RQ0141_MARKER: DB = BENCH MARK DISK
 RQ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0141_STAMPING: E 38 RESET 1970
 RQ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0141+STABILITY: SURFACE MOTION
 RQ0141
 RQ0141  HISTORY     - Date     Condition        Report By
 RQ0141  HISTORY     - 1970     MONUMENTED       NGS
 RQ0141
 RQ0141                          STATION DESCRIPTION
 RQ0141
 RQ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0141'5.6 MI N FROM MONANGO.
 RQ0141'5.6 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0141'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, ABOUT 275 FEET
 RQ0141'SOUTHEAST OF MILE POST 54, 99 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 RQ0141'281, 34 FEET NORTHEAST OF THE NORTH END OF A STEEL CULVERT UNDER A
 RQ0141'FIELD ENTRANCE, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 1.4 FEET
 RQ0141'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 RQ0141'POST WHICH PROJECTS 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0397 ***********************************************************************
 QS0397  DESIGNATION -  E 382
 QS0397  PID         -  QS0397
 QS0397  STATE/COUNTY-  ND/SIOUX
 QS0397  USGS QUAD   -  MAHTO NE (1966)
 QS0397
 QS0397                         *CURRENT SURVEY CONTROL
 QS0397  ___________________________________________________________________
 QS0397* NAD 83(1986)-  45 59 50.     (N)    100 33 37.     (W)     SCALED    
 QS0397* NAVD 88     -       487.768  (meters)    1600.29   (feet)  POSTED    
 QS0397  ___________________________________________________________________
 QS0397  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 QS0397  DYNAMIC HT  -         487.740 (meters)    1600.19  (feet)  COMP
 QS0397  MODELED GRAV-     980,551.7   (mgal)                       NAVD 88
 QS0397
 QS0397  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 QS0397
 QS0397.The horizontal coordinates were scaled from a topographic map and have
 QS0397.an estimated accuracy of +/- 6 seconds.
 QS0397
 QS0397.The orthometric height was determined by differential leveling
 QS0397.and adjusted by the National Geodetic Survey in 1992..
 QS0397.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 QS0397.rate of 4.1 thru 8.0 mm/km.
 QS0397
 QS0397.The geoid height was determined by GEOID03.
 QS0397
 QS0397.The dynamic height is computed by dividing the NAVD 88
 QS0397.geopotential number by the normal gravity value computed on the
 QS0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0397.degrees latitude (g = 980.6199 gals.).
 QS0397
 QS0397.The modeled gravity was interpolated from observed gravity values.
 QS0397
 QS0397;                    North         East    Units  Estimated Accuracy
 QS0397;SPC ND S     -    36,750.      595,330.      MT  (+/- 180 meters Scaled)
 QS0397
 QS0397                          SUPERSEDED SURVEY CONTROL
 QS0397
 QS0397  NGVD 29 (??/??/92)  487.393  (m)         1599.06   (f) ADJ UNCH    2 0
 QS0397
 QS0397.Superseded values are not recommended for survey control.
 QS0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0397.See file dsdata.txt to determine how the superseded data were derived.
 QS0397
 QS0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR791949(NAD 83)
 QS0397_MARKER: DB = BENCH MARK DISK
 QS0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0397_STAMPING: E 382 1945
 QS0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0397+STABILITY: SURFACE MOTION
 QS0397
 QS0397  HISTORY     - Date     Condition        Report By
 QS0397  HISTORY     - 1945     MONUMENTED       CGS
 QS0397  HISTORY     - 1949     GOOD             NGS
 QS0397  HISTORY     - 1959     GOOD             NGS
 QS0397
 QS0397                          STATION DESCRIPTION
 QS0397
 QS0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 QS0397'7.2 MI NW FROM KENEL.
 QS0397'7.2 MILES NORTHWEST ALONG A GRADED GRAVELED ROAD FROM THE GOVERNMENT
 QS0397'SCHOOL AT KENEL, AT THE JUNCTION OF A TRAIL ROAD LEADING SOUTHEAST
 QS0397'THROUGH A HAY FIELD, 39 FEET NORTHEAST OF THE CENTER LINE OF
 QS0397'ROAD, 2.5 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF
 QS0397'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- 1964
 QS0397'USGS REPORT-- THE TOWN OF KENEL HAS BEEN MOVED 5.0 MILES
 QS0397'SOUTH ALONG A GRAVEL ROAD FROM ITS ORIGINAL SITE.
 QS0397
 QS0397                          STATION RECOVERY (1959)
 QS0397
 QS0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 QS0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0159 ***********************************************************************
 SN0159  DESIGNATION -  E 384
 SN0159  PID         -  SN0159
 SN0159  STATE/COUNTY-  ND/OLIVER
 SN0159  USGS QUAD   -  PRICE (1976)
 SN0159
 SN0159                         *CURRENT SURVEY CONTROL
 SN0159  ___________________________________________________________________
 SN0159* NAD 83(1986)-  47 06 37.     (N)    100 57 35.     (W)     SCALED    
 SN0159* NAVD 88     -       515.819  (meters)    1692.32   (feet)  ADJUSTED  
 SN0159  ___________________________________________________________________
 SN0159  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 SN0159  DYNAMIC HT  -         515.833 (meters)    1692.36  (feet)  COMP
 SN0159  MODELED GRAV-     980,624.3   (mgal)                       NAVD 88
 SN0159
 SN0159  VERT ORDER  -  SECOND    CLASS 0
 SN0159
 SN0159.The horizontal coordinates were scaled from a topographic map and have
 SN0159.an estimated accuracy of +/- 6 seconds.
 SN0159
 SN0159.The orthometric height was determined by differential leveling
 SN0159.and adjusted by the National Geodetic Survey in June 1991..
 SN0159
 SN0159.The geoid height was determined by GEOID03.
 SN0159
 SN0159.The dynamic height is computed by dividing the NAVD 88
 SN0159.geopotential number by the normal gravity value computed on the
 SN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0159.degrees latitude (g = 980.6199 gals.).
 SN0159
 SN0159.The modeled gravity was interpolated from observed gravity values.
 SN0159
 SN0159;                    North         East    Units  Estimated Accuracy
 SN0159;SPC ND S     -   160,570.      565,110.      MT  (+/- 180 meters Scaled)
 SN0159
 SN0159                          SUPERSEDED SURVEY CONTROL
 SN0159
 SN0159  NGVD 29 (??/??/92)  515.417  (m)         1691.00   (f) ADJ UNCH    2 0
 SN0159
 SN0159.Superseded values are not recommended for survey control.
 SN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0159.See file dsdata.txt to determine how the superseded data were derived.
 SN0159
 SN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT513192(NAD 83)
 SN0159_MARKER: DB = BENCH MARK DISK
 SN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0159_STAMPING: E 384 1946 1690.997
 SN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0159+STABILITY: SURFACE MOTION
 SN0159
 SN0159  HISTORY     - Date     Condition        Report By
 SN0159  HISTORY     - 1946     MONUMENTED       CGS
 SN0159  HISTORY     - 1956     GOOD             NGS
 SN0159
 SN0159                          STATION DESCRIPTION
 SN0159
 SN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0159'1.9 MI N FROM PRICE.
 SN0159'ABOUT 1.9 MILES NORTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM
 SN0159'PRICE, OLIVER COUNTY, AND ACROSS THE RAILROAD FROM MILEPOST NO. 22, 52
 SN0159'FEET WEST OF AND ABOUT 10 FEET HIGHER THAN THE CENTER LINE OF THE
 SN0159'RAILROAD, 29 FEET EAST OF AND ABOUT 3 FEET LOWER THAN THE CENTER LINE
 SN0159'OF A NORTH-SOUTH DIRT ROAD, 2 FEET SOUTH OF A 4 X 4 IN. MARKER POST
 SN0159'AND IN LINE WITH A ROW OF POLES.  A BRONZE DISC STAMPED E 384 1946 AND
 SN0159'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 SN0159'GROUND.
 SN0159
 SN0159                          STATION RECOVERY (1956)
 SN0159
 SN0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0309 ***********************************************************************
 RR0309  DESIGNATION -  E 385
 RR0309  PID         -  RR0309
 RR0309  STATE/COUNTY-  ND/MORTON
 RR0309  USGS QUAD   -  HARMON (1976)
 RR0309
 RR0309                         *CURRENT SURVEY CONTROL
 RR0309  ___________________________________________________________________
 RR0309* NAD 83(1986)-  46 53 33.     (N)    100 54 21.     (W)     SCALED    
 RR0309* NAVD 88     -       508.459  (meters)    1668.17   (feet)  ADJUSTED  
 RR0309  ___________________________________________________________________
 RR0309  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 RR0309  DYNAMIC HT  -         508.469 (meters)    1668.20  (feet)  COMP
 RR0309  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 RR0309
 RR0309  VERT ORDER  -  SECOND    CLASS 0
 RR0309
 RR0309.The horizontal coordinates were scaled from a topographic map and have
 RR0309.an estimated accuracy of +/- 6 seconds.
 RR0309
 RR0309.The orthometric height was determined by differential leveling
 RR0309.and adjusted by the National Geodetic Survey in June 1991..
 RR0309
 RR0309.The geoid height was determined by GEOID03.
 RR0309
 RR0309.The dynamic height is computed by dividing the NAVD 88
 RR0309.geopotential number by the normal gravity value computed on the
 RR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0309.degrees latitude (g = 980.6199 gals.).
 RR0309
 RR0309.The modeled gravity was interpolated from observed gravity values.
 RR0309
 RR0309;                    North         East    Units  Estimated Accuracy
 RR0309;SPC ND S     -   136,340.      569,070.      MT  (+/- 180 meters Scaled)
 RR0309
 RR0309                          SUPERSEDED SURVEY CONTROL
 RR0309
 RR0309  NGVD 29 (??/??/92)  508.095  (m)         1666.97   (f) ADJ UNCH    2 0
 RR0309
 RR0309.Superseded values are not recommended for survey control.
 RR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0309.See file dsdata.txt to determine how the superseded data were derived.
 RR0309
 RR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS548949(NAD 83)
 RR0309_MARKER: DB = BENCH MARK DISK
 RR0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0309_STAMPING: E 385 1946
 RR0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0309+STABILITY: SURFACE MOTION
 RR0309
 RR0309  HISTORY     - Date     Condition        Report By
 RR0309  HISTORY     - 1946     MONUMENTED       CGS
 RR0309  HISTORY     - 1956     GOOD             NGS
 RR0309  HISTORY     - 1980     GOOD             LOCSUR
 RR0309
 RR0309                          STATION DESCRIPTION
 RR0309
 RR0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0309'6.0 MI N FROM MANDAN.
 RR0309'ABOUT 6.0 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0309'STATION AT MANDAN, 55.0 FEET NORTH OF MILE POST 5, 48.0 FEET NORTHEAST
 RR0309'OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE TRACK, 2.0
 RR0309'FEET SOUTHWEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 RR0309'IN. MARKER POST. A BRONZE DISK STAMPED E 385 1946 SET IN THE TOP OF A
 RR0309'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 RR0309
 RR0309                          STATION RECOVERY (1956)
 RR0309
 RR0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0309'RECOVERED IN GOOD CONDITION.
 RR0309
 RR0309                          STATION RECOVERY (1980)
 RR0309
 RR0309'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 RR0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0119 ***********************************************************************
 SN0119  DESIGNATION -  E 386
 SN0119  PID         -  SN0119
 SN0119  STATE/COUNTY-  ND/BURLEIGH
 SN0119  USGS QUAD   -  WILTON SE (1976)
 SN0119
 SN0119                         *CURRENT SURVEY CONTROL
 SN0119  ___________________________________________________________________
 SN0119* NAD 83(1986)-  47 06 49.     (N)    100 46 13.     (W)     SCALED    
 SN0119* NAVD 88     -       624.135  (meters)    2047.68   (feet)  ADJUSTED  
 SN0119  ___________________________________________________________________
 SN0119  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 SN0119  DYNAMIC HT  -         624.145 (meters)    2047.72  (feet)  COMP
 SN0119  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 SN0119
 SN0119  VERT ORDER  -  FIRST     CLASS II
 SN0119
 SN0119.The horizontal coordinates were scaled from a topographic map and have
 SN0119.an estimated accuracy of +/- 6 seconds.
 SN0119
 SN0119.The orthometric height was determined by differential leveling
 SN0119.and adjusted by the National Geodetic Survey in June 1991..
 SN0119
 SN0119.The geoid height was determined by GEOID03.
 SN0119
 SN0119.The dynamic height is computed by dividing the NAVD 88
 SN0119.geopotential number by the normal gravity value computed on the
 SN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0119.degrees latitude (g = 980.6199 gals.).
 SN0119
 SN0119.The modeled gravity was interpolated from observed gravity values.
 SN0119
 SN0119;                    North         East    Units  Estimated Accuracy
 SN0119;SPC ND S     -   160,880.      579,490.      MT  (+/- 180 meters Scaled)
 SN0119
 SN0119                          SUPERSEDED SURVEY CONTROL
 SN0119
 SN0119.No superseded survey control is available for this station.
 SN0119
 SN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT657193(NAD 83)
 SN0119_MARKER: DB = BENCH MARK DISK
 SN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0119_STAMPING: E 386 1946 2046.259
 SN0119_MARK LOGO: CGS   
 SN0119_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0119+STABILITY: SURFACE MOTION
 SN0119
 SN0119  HISTORY     - Date     Condition        Report By
 SN0119  HISTORY     - 1946     MONUMENTED       CGS
 SN0119  HISTORY     - 1962     GOOD             NGS
 SN0119  HISTORY     - 1982     GOOD             NGS
 SN0119
 SN0119                          STATION DESCRIPTION
 SN0119
 SN0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0119'3.1 MI S FROM WILTON.
 SN0119'ABOUT 3.1 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0119'STATION AT WILTON, 5 1/2 POLES SOUTH OF MILEPOST 536, AT A ROAD
 SN0119'CROSSING, 76 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE CROSSING,
 SN0119'23 FEET WEST OF THE WEST RAIL, 19.5 FEET NORTH OF THE 6TH POLE SOUTH
 SN0119'OF THE MILEPOST, 1 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SN0119'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SN0119
 SN0119                          STATION RECOVERY (1982)
 SN0119
 SN0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0119'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0119'4.9 KM (3.05 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN0119'WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, THENCE 1.7 KM (1.05
 SN0119'MI) EAST ALONG A DIRT ROAD, 0.3 KM (0.2 MI) SOUTH OF THE SOO LINE
 SN0119'RAILROAD MILEPOST 536, 23.2 METERS (76.1 FT) NORTH-NORTHWEST OF THE
 SN0119'CENTER OF A ROAD CROSSING, 22.0 METERS (72.2 FT) NORTH OF THE CENTER
 SN0119'OF THE ROAD AND 7.0 METERS (23.0 FT) WEST OF THE NEAR RAIL.
 SN0119'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN0119'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1144 ***********************************************************************
 TG1144  DESIGNATION -  E 387
 TG1144  PID         -  TG1144
 TG1144  STATE/COUNTY-  ND/WILLIAMS
 TG1144  USGS QUAD   -  RAY (1978)
 TG1144
 TG1144                         *CURRENT SURVEY CONTROL
 TG1144  ___________________________________________________________________
 TG1144* NAD 83(1986)-  48 17 56.     (N)    103 14 09.     (W)     SCALED    
 TG1144* NAVD 88     -       723.524  (meters)    2373.76   (feet)  ADJUSTED  
 TG1144  ___________________________________________________________________
 TG1144  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1144  DYNAMIC HT  -         723.623 (meters)    2374.09  (feet)  COMP
 TG1144  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 TG1144
 TG1144  VERT ORDER  -  FIRST     CLASS II
 TG1144
 TG1144.The horizontal coordinates were scaled from a topographic map and have
 TG1144.an estimated accuracy of +/- 6 seconds.
 TG1144
 TG1144.The orthometric height was determined by differential leveling
 TG1144.and adjusted by the National Geodetic Survey in June 1991..
 TG1144
 TG1144.The geoid height was determined by GEOID03.
 TG1144
 TG1144.The dynamic height is computed by dividing the NAVD 88
 TG1144.geopotential number by the normal gravity value computed on the
 TG1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1144.degrees latitude (g = 980.6199 gals.).
 TG1144
 TG1144.The modeled gravity was interpolated from observed gravity values.
 TG1144
 TG1144;                    North         East    Units  Estimated Accuracy
 TG1144;SPC ND N     -   148,020.      397,070.      MT  (+/- 180 meters Scaled)
 TG1144
 TG1144                          SUPERSEDED SURVEY CONTROL
 TG1144
 TG1144  NGVD 29 (??/??/92)  723.024  (m)         2372.12   (f) ADJ UNCH    1 2
 TG1144
 TG1144.Superseded values are not recommended for survey control.
 TG1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1144.See file dsdata.txt to determine how the superseded data were derived.
 TG1144
 TG1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP308510(NAD 83)
 TG1144_MARKER: DB = BENCH MARK DISK
 TG1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1144_STAMPING: E 387 1946
 TG1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1144+STABILITY: SURFACE MOTION
 TG1144
 TG1144  HISTORY     - Date     Condition        Report By
 TG1144  HISTORY     - 1946     MONUMENTED       CGS
 TG1144  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1144
 TG1144                          STATION DESCRIPTION
 TG1144
 TG1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1144'0.9 MI NE FROM WHEELOCK.
 TG1144'ABOUT 0.9 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1144'STATION AT WHEELOCK, AT A ROAD CROSSING ABOUT FIVE POLES SOUTHWEST OF
 TG1144'MILE POST 98, 165.0 FEET EAST OF THE CENTER OF THE ROAD CROSSING, 83.5
 TG1144'FEET SOUTHEAST OF AND ABOUT 8.0 FEET LOWER THAN THE CENTER LINE OF THE
 TG1144'SOUTHEAST TRACK, 4.0 FEET NORTH OF A FENCE CORNER, 1.0 FOOT NORTHWEST
 TG1144'OF THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER
 TG1144'POST.  A BRONZE DISK STAMPED E 387 1946 SET IN THE TOP OF A CONCRETE
 TG1144'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 TG1144
 TG1144                          STATION RECOVERY (1981)
 TG1144
 TG1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1271 ***********************************************************************
 TG1271  DESIGNATION -  E 389
 TG1271  PID         -  TG1271
 TG1271  STATE/COUNTY-  ND/WILLIAMS
 TG1271  USGS QUAD   -  RED MIKE HILL (1976)
 TG1271
 TG1271                         *CURRENT SURVEY CONTROL
 TG1271  ___________________________________________________________________
 TG1271* NAD 83(1986)-  48 13 48.     (N)    103 05 13.     (W)     SCALED    
 TG1271* NAVD 88     -       647.671  (meters)    2124.90   (feet)  ADJUSTED  
 TG1271  ___________________________________________________________________
 TG1271  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1271  DYNAMIC HT  -         647.760 (meters)    2125.19  (feet)  COMP
 TG1271  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 TG1271
 TG1271  VERT ORDER  -  SECOND    CLASS 0
 TG1271
 TG1271.The horizontal coordinates were scaled from a topographic map and have
 TG1271.an estimated accuracy of +/- 6 seconds.
 TG1271
 TG1271.The orthometric height was determined by differential leveling
 TG1271.and adjusted by the National Geodetic Survey in June 1991..
 TG1271
 TG1271.The geoid height was determined by GEOID03.
 TG1271
 TG1271.The dynamic height is computed by dividing the NAVD 88
 TG1271.geopotential number by the normal gravity value computed on the
 TG1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1271.degrees latitude (g = 980.6199 gals.).
 TG1271
 TG1271.The modeled gravity was interpolated from observed gravity values.
 TG1271
 TG1271;                    North         East    Units  Estimated Accuracy
 TG1271;SPC ND N     -   139,980.      407,860.      MT  (+/- 180 meters Scaled)
 TG1271
 TG1271                          SUPERSEDED SURVEY CONTROL
 TG1271
 TG1271  NGVD 29 (??/??/92)  647.176  (m)         2123.28   (f) ADJ UNCH    2 0
 TG1271
 TG1271.Superseded values are not recommended for survey control.
 TG1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1271.See file dsdata.txt to determine how the superseded data were derived.
 TG1271
 TG1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP420436(NAD 83)
 TG1271_MARKER: DB = BENCH MARK DISK
 TG1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1271_STAMPING: E 389 1946
 TG1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1271+STABILITY: SURFACE MOTION
 TG1271
 TG1271  HISTORY     - Date     Condition        Report By
 TG1271  HISTORY     - 1946     MONUMENTED       CGS
 TG1271  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1271
 TG1271                          STATION DESCRIPTION
 TG1271
 TG1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1271'10.9 MI SE FROM RAY.
 TG1271'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1271'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 10.8 MILES ALONG
 TG1271'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS AT THE NORTHWEST
 TG1271'CORNER OF A PASTURE, 57.0 FEET EAST OF AND ABOUT 2.0 FEET HIGHER THAN
 TG1271'THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE
 TG1271'AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED E
 TG1271'389 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 TG1271'INCHES ABOVE GROUND.  NOTE-- ROAD REBUILT AND R/W EXTENDED.
 TG1271
 TG1271                          STATION RECOVERY (1969)
 TG1271
 TG1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0281 ***********************************************************************
 RQ0281  DESIGNATION -  E 39
 RQ0281  PID         -  RQ0281
 RQ0281  STATE/COUNTY-  ND/LA MOURE
 RQ0281  USGS QUAD   -  ALFRED (1983)
 RQ0281
 RQ0281                         *CURRENT SURVEY CONTROL
 RQ0281  ___________________________________________________________________
 RQ0281* NAD 83(1986)-  46 36 54.     (N)    099 03 13.     (W)     SCALED    
 RQ0281* NAVD 88     -       586.963  (meters)    1925.73   (feet)  ADJUSTED  
 RQ0281  ___________________________________________________________________
 RQ0281  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 RQ0281  DYNAMIC HT  -         586.961 (meters)    1925.72  (feet)  COMP
 RQ0281  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RQ0281
 RQ0281  VERT ORDER  -  SECOND    CLASS 0
 RQ0281
 RQ0281.The horizontal coordinates were scaled from a topographic map and have
 RQ0281.an estimated accuracy of +/- 6 seconds.
 RQ0281
 RQ0281.The orthometric height was determined by differential leveling
 RQ0281.and adjusted by the National Geodetic Survey in June 1991..
 RQ0281
 RQ0281.The geoid height was determined by GEOID03.
 RQ0281
 RQ0281.The dynamic height is computed by dividing the NAVD 88
 RQ0281.geopotential number by the normal gravity value computed on the
 RQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0281.degrees latitude (g = 980.6199 gals.).
 RQ0281
 RQ0281.The modeled gravity was interpolated from observed gravity values.
 RQ0281
 RQ0281;                    North         East    Units  Estimated Accuracy
 RQ0281;SPC ND S     -   106,430.      710,780.      MT  (+/- 180 meters Scaled)
 RQ0281
 RQ0281                          SUPERSEDED SURVEY CONTROL
 RQ0281
 RQ0281  NGVD 29 (??/??/92)  586.542  (m)         1924.35   (f) ADJ UNCH    2 0
 RQ0281
 RQ0281.Superseded values are not recommended for survey control.
 RQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0281.See file dsdata.txt to determine how the superseded data were derived.
 RQ0281
 RQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS958623(NAD 83)
 RQ0281_MARKER: DB = BENCH MARK DISK
 RQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0281_STAMPING: E-39 1934
 RQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0281+STABILITY: SURFACE MOTION
 RQ0281
 RQ0281  HISTORY     - Date     Condition        Report By
 RQ0281  HISTORY     - 1934     MONUMENTED       CGS
 RQ0281  HISTORY     - 1961     GOOD             NGS
 RQ0281
 RQ0281                          STATION DESCRIPTION
 RQ0281
 RQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0281'2.7 MI W FROM ALFRED.
 RQ0281'2.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE WATER TANK
 RQ0281'AT ALFRED, LA MOURE COUNTY, ABOUT 2 POLES WEST OF MILEPOST 131, ABOUT
 RQ0281'120 FEET EAST OF THE EAST END OF THE SNOW FENCE, 36 FEET SOUTH OF THE
 RQ0281'CENTER LINE OF THE TRACK, 14 FEET NORTH OF THE FENCE, 3 FEET WEST OF A
 RQ0281'POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RQ0281'E 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0281
 RQ0281                          STATION RECOVERY (1961)
 RQ0281
 RQ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RQ0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0914 ***********************************************************************
 TG0914  DESIGNATION -  E 390
 TG0914  PID         -  TG0914
 TG0914  STATE/COUNTY-  ND/MOUNTRAIL
 TG0914  USGS QUAD   -  CHARLSON NE (1965)
 TG0914
 TG0914                         *CURRENT SURVEY CONTROL
 TG0914  ___________________________________________________________________
 TG0914* NAD 83(1986)-  48 08 52.     (N)    102 49 41.     (W)     SCALED    
 TG0914* NAVD 88     -       551.723  (meters)    1810.11   (feet)  ADJUSTED  
 TG0914  ___________________________________________________________________
 TG0914  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG0914  DYNAMIC HT  -         551.806 (meters)    1810.38  (feet)  COMP
 TG0914  MODELED GRAV-     980,743.6   (mgal)                       NAVD 88
 TG0914
 TG0914  VERT ORDER  -  SECOND    CLASS 0
 TG0914
 TG0914.The horizontal coordinates were scaled from a topographic map and have
 TG0914.an estimated accuracy of +/- 6 seconds.
 TG0914
 TG0914.The orthometric height was determined by differential leveling
 TG0914.and adjusted by the National Geodetic Survey in June 1991..
 TG0914
 TG0914.The geoid height was determined by GEOID03.
 TG0914
 TG0914.The dynamic height is computed by dividing the NAVD 88
 TG0914.geopotential number by the normal gravity value computed on the
 TG0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0914.degrees latitude (g = 980.6199 gals.).
 TG0914
 TG0914.The modeled gravity was interpolated from observed gravity values.
 TG0914
 TG0914;                    North         East    Units  Estimated Accuracy
 TG0914;SPC ND N     -   130,230.      426,800.      MT  (+/- 180 meters Scaled)
 TG0914
 TG0914                          SUPERSEDED SURVEY CONTROL
 TG0914
 TG0914  NGVD 29 (??/??/92)  551.253  (m)         1808.57   (f) ADJ UNCH    2 0
 TG0914
 TG0914.Superseded values are not recommended for survey control.
 TG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0914.See file dsdata.txt to determine how the superseded data were derived.
 TG0914
 TG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP615350(NAD 83)
 TG0914_MARKER: DB = BENCH MARK DISK
 TG0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0914_STAMPING: E 390 1946
 TG0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0914+STABILITY: SURFACE MOTION
 TG0914
 TG0914  HISTORY     - Date     Condition        Report By
 TG0914  HISTORY     - 1946     MONUMENTED       CGS
 TG0914  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0914
 TG0914                          STATION DESCRIPTION
 TG0914
 TG0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0914'19.3 MI NW FROM SANISH.
 TG0914'ABOUT 19.3 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0914'OFFICE AT SANISH, ABOUT 120 YARDS EAST OF A BARN, 122.0 FEET
 TG0914'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCOED FARM HOUSE, 70.0
 TG0914'FEET NORTHEAST OF THE NORTHEAST END OF A WIRE GATE, 41.0 FEET SOUTH OF
 TG0914'AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 1.5 FEET
 TG0914'NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 TG0914'BRONZE DISK STAMPED E 390 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG0914'PROJECTS ABOUT 3 INCHES ABOVE GROUND.  NOTE-- UNDERWATER.
 TG0914
 TG0914                          STATION RECOVERY (1964)
 TG0914
 TG0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0031 ***********************************************************************
 SO0031  DESIGNATION -  E 391
 SO0031  PID         -  SO0031
 SO0031  STATE/COUNTY-  ND/MOUNTRAIL
 SO0031  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0031
 SO0031                         *CURRENT SURVEY CONTROL
 SO0031  ___________________________________________________________________
 SO0031* NAD 83(1986)-  47 53 27.     (N)    102 21 56.     (W)     SCALED    
 SO0031* NAVD 88     -       546.191  (meters)    1791.96   (feet)  ADJUSTED  
 SO0031  ___________________________________________________________________
 SO0031  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 SO0031  DYNAMIC HT  -         546.272 (meters)    1792.23  (feet)  COMP
 SO0031  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 SO0031
 SO0031  VERT ORDER  -  SECOND    CLASS 0
 SO0031
 SO0031.The horizontal coordinates were scaled from a topographic map and have
 SO0031.an estimated accuracy of +/- 6 seconds.
 SO0031
 SO0031.The orthometric height was determined by differential leveling
 SO0031.and adjusted by the National Geodetic Survey in June 1991..
 SO0031
 SO0031.The geoid height was determined by GEOID03.
 SO0031
 SO0031.The dynamic height is computed by dividing the NAVD 88
 SO0031.geopotential number by the normal gravity value computed on the
 SO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0031.degrees latitude (g = 980.6199 gals.).
 SO0031
 SO0031.The modeled gravity was interpolated from observed gravity values.
 SO0031
 SO0031;                    North         East    Units  Estimated Accuracy
 SO0031;SPC ND N     -   100,730.      460,510.      MT  (+/- 180 meters Scaled)
 SO0031
 SO0031                          SUPERSEDED SURVEY CONTROL
 SO0031
 SO0031  NGVD 29 (??/??/92)  545.762  (m)         1790.55   (f) ADJ UNCH    2 0
 SO0031
 SO0031.Superseded values are not recommended for survey control.
 SO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0031.See file dsdata.txt to determine how the superseded data were derived.
 SO0031
 SO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP969075(NAD 83)
 SO0031_MARKER: DB = BENCH MARK DISK
 SO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0031_STAMPING: E 391 1946
 SO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0031+STABILITY: SURFACE MOTION
 SO0031
 SO0031  HISTORY     - Date     Condition        Report By
 SO0031  HISTORY     - 1946     MONUMENTED       CGS
 SO0031
 SO0031                          STATION DESCRIPTION
 SO0031
 SO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0031'4.1 MI S FROM VAN HOOK.
 SO0031'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SO0031'STATION AT VAN HOOK GO WEST 0.2 MILE ALONG A GRAVELED ROAD, THENCE
 SO0031'SOUTH 3.9 MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS
 SO0031'AT A CROSSROADS, 52.6 FEET EAST OF AND ABOUT 3.0 FEET LOWER THAN THE
 SO0031'CENTER LINE OF THE NORTH-SOUTH ROAD, 53.0 FEET SOUTH OF THE CENTER
 SO0031'LINE OF THE EAST-WEST ROAD, 12.5 FEET EAST OF A FENCE CORNER, 3.0 FEET
 SO0031'NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST. A
 SO0031'BRONZE DISK STAMPED E 391 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 SO0031'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0008 ***********************************************************************
 SO0008  DESIGNATION -  E 392
 SO0008  PID         -  SO0008
 SO0008  STATE/COUNTY-  ND/MCLEAN
 SO0008  USGS QUAD   -  RAUB NW (1967)
 SO0008
 SO0008                         *CURRENT SURVEY CONTROL
 SO0008  ___________________________________________________________________
 SO0008* NAD 83(1986)-  47 39 06.     (N)    102 14 34.     (W)     SCALED    
 SO0008* NAVD 88     -       531.513  (meters)    1743.81   (feet)  ADJUSTED  
 SO0008  ___________________________________________________________________
 SO0008  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0008  DYNAMIC HT  -         531.578 (meters)    1744.02  (feet)  COMP
 SO0008  MODELED GRAV-     980,718.5   (mgal)                       NAVD 88
 SO0008
 SO0008  VERT ORDER  -  SECOND    CLASS 0
 SO0008
 SO0008.The horizontal coordinates were scaled from a topographic map and have
 SO0008.an estimated accuracy of +/- 6 seconds.
 SO0008
 SO0008.The orthometric height was determined by differential leveling
 SO0008.and adjusted by the National Geodetic Survey in June 1991..
 SO0008
 SO0008.The geoid height was determined by GEOID03.
 SO0008
 SO0008.The dynamic height is computed by dividing the NAVD 88
 SO0008.geopotential number by the normal gravity value computed on the
 SO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0008.degrees latitude (g = 980.6199 gals.).
 SO0008
 SO0008.The modeled gravity was interpolated from observed gravity values.
 SO0008
 SO0008;                    North         East    Units  Estimated Accuracy
 SO0008;SPC ND N     -    73,930.      469,090.      MT  (+/- 180 meters Scaled)
 SO0008
 SO0008                          SUPERSEDED SURVEY CONTROL
 SO0008
 SO0008  NGVD 29 (??/??/92)  531.103  (m)         1742.46   (f) ADJ UNCH    2 0
 SO0008
 SO0008.Superseded values are not recommended for survey control.
 SO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0008.See file dsdata.txt to determine how the superseded data were derived.
 SO0008
 SO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN070812(NAD 83)
 SO0008_MARKER: DB = BENCH MARK DISK
 SO0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0008_STAMPING: E 392 1946
 SO0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0008+STABILITY: SURFACE MOTION
 SO0008
 SO0008  HISTORY     - Date     Condition        Report By
 SO0008  HISTORY     - 1946     MONUMENTED       CGS
 SO0008
 SO0008                          STATION DESCRIPTION
 SO0008
 SO0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0008'9.2 MI NW FROM ELBOWOODS.
 SO0008'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0008'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0008'8, THENCE NORTHWESTERLY 7.0 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0008'MARK, BENCH MARK IS ABOUT 0.3 MILE SOUTHEAST OF A CATTLE GUARD ACROSS
 SO0008'THE GRAVELED ROAD, 72.0 FEET SOUTHEAST OF A TELEPHONE POLE AND 6.0
 SO0008'FEET NORTHEAST OF A LINE OF POLES NORTHEAST OF THE ROAD, 45.0 FEET
 SO0008'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND 1.0
 SO0008'FOOT SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED E
 SO0008'392 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4
 SO0008'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1148 ***********************************************************************
 SN1148  DESIGNATION -  E 393
 SN1148  PID         -  SN1148
 SN1148  STATE/COUNTY-  ND/MCLEAN
 SN1148  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1148
 SN1148                         *CURRENT SURVEY CONTROL
 SN1148  ___________________________________________________________________
 SN1148* NAD 83(1986)-  47 33 43.     (N)    101 57 43.     (W)     SCALED    
 SN1148* NAVD 88     -       584.490  (meters)    1917.61   (feet)  ADJUSTED  
 SN1148  ___________________________________________________________________
 SN1148  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 SN1148  DYNAMIC HT  -         584.548 (meters)    1917.80  (feet)  COMP
 SN1148  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 SN1148
 SN1148  VERT ORDER  -  SECOND    CLASS 0
 SN1148
 SN1148.The horizontal coordinates were scaled from a topographic map and have
 SN1148.an estimated accuracy of +/- 6 seconds.
 SN1148
 SN1148.The orthometric height was determined by differential leveling
 SN1148.and adjusted by the National Geodetic Survey in June 1991..
 SN1148
 SN1148.The geoid height was determined by GEOID03.
 SN1148
 SN1148.The dynamic height is computed by dividing the NAVD 88
 SN1148.geopotential number by the normal gravity value computed on the
 SN1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1148.degrees latitude (g = 980.6199 gals.).
 SN1148
 SN1148.The modeled gravity was interpolated from observed gravity values.
 SN1148
 SN1148;                    North         East    Units  Estimated Accuracy
 SN1148;SPC ND N     -    63,520.      489,990.      MT  (+/- 180 meters Scaled)
 SN1148
 SN1148                          SUPERSEDED SURVEY CONTROL
 SN1148
 SN1148  NGVD 29 (??/??/92)  584.077  (m)         1916.26   (f) ADJ UNCH    2 0
 SN1148
 SN1148.Superseded values are not recommended for survey control.
 SN1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1148.See file dsdata.txt to determine how the superseded data were derived.
 SN1148
 SN1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT771718(NAD 83)
 SN1148_MARKER: DB = BENCH MARK DISK
 SN1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1148_STAMPING: E 393 1946
 SN1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1148+STABILITY: SURFACE MOTION
 SN1148
 SN1148  HISTORY     - Date     Condition        Report By
 SN1148  HISTORY     - 1946     MONUMENTED       CGS
 SN1148  HISTORY     - 1958     GOOD             NGS
 SN1148  HISTORY     - 1968     GOOD             DOD
 SN1148
 SN1148                          STATION DESCRIPTION
 SN1148
 SN1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1148'13.0 MI SSE FROM RAUB.
 SN1148'1.0 MILE NORTH, THENCE 3.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 SN1148'FROM THE PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, 0.1 MILE NORTHWEST OF
 SN1148'A GRAVEL-LOADING CHUTE, 126 FEET NORTHEAST ACROSS THE ROAD FROM A
 SN1148'TELEPHONE POLE WITH A BRACE TO THE SOUTHWEST, 72 FEET NORTHEAST OF THE
 SN1148'CENTERLINE OF THE ROAD, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 SN1148'POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  A STANDARD DISK,
 SN1148'STAMPED E 393 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SN1148'INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED FROM
 SN1148'NISHU BUT THIS VILLAGE SITE IS NOW UNDER WATERS OF THE GARRISON
 SN1148'RESERVOIR.  TO REACH FROM RAUB, GO SOUTH 5.0 MILES, WEST 0.75 MILE,
 SN1148'SOUTH 4.8 MILES TO FORKS, TAKE LEFT FORK FOR 0.45 MILE TO FORKS, TAKE
 SN1148'RIGHT FORK ON OLD HIGHWAY FOR 5.2 MILES TO MARK ON LEFT AS DESCRIBED.
 SN1148'NOTE-- TELEPHONE POLE AND GRAVEL CHUTE REMOVED. THERE IS NOW A METAL
 SN1148'WITNESS POST.
 SN1148
 SN1148                          STATION RECOVERY (1968)
 SN1148
 SN1148'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0839 ***********************************************************************
 TG0839  DESIGNATION -  E 394
 TG0839  PID         -  TG0839
 TG0839  STATE/COUNTY-  ND/MOUNTRAIL
 TG0839  USGS QUAD   -  WHITE EARTH (1969)
 TG0839
 TG0839                         *CURRENT SURVEY CONTROL
 TG0839  ___________________________________________________________________
 TG0839* NAD 83(1986)-  48 23 10.     (N)    102 49 13.     (W)     SCALED    
 TG0839* NAVD 88     -       643.504  (meters)    2111.23   (feet)  ADJUSTED  
 TG0839  ___________________________________________________________________
 TG0839  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0839  DYNAMIC HT  -         643.602 (meters)    2111.55  (feet)  COMP
 TG0839  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 TG0839
 TG0839  VERT ORDER  -  FIRST     CLASS II
 TG0839
 TG0839.The horizontal coordinates were scaled from a topographic map and have
 TG0839.an estimated accuracy of +/- 6 seconds.
 TG0839
 TG0839.The orthometric height was determined by differential leveling
 TG0839.and adjusted by the National Geodetic Survey in June 1991..
 TG0839.WARNING-Repeat measurements at this control monument indicate possible
 TG0839.vertical movement.
 TG0839
 TG0839.The geoid height was determined by GEOID03.
 TG0839
 TG0839.The dynamic height is computed by dividing the NAVD 88
 TG0839.geopotential number by the normal gravity value computed on the
 TG0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0839.degrees latitude (g = 980.6199 gals.).
 TG0839
 TG0839.The modeled gravity was interpolated from observed gravity values.
 TG0839
 TG0839;                    North         East    Units  Estimated Accuracy
 TG0839;SPC ND N     -   156,700.      428,180.      MT  (+/- 180 meters Scaled)
 TG0839
 TG0839                          SUPERSEDED SURVEY CONTROL
 TG0839
 TG0839  NGVD 29 (??/??/92)  643.022  (m)         2109.65   (f) ADJ UNCH    1 2
 TG0839
 TG0839.Superseded values are not recommended for survey control.
 TG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0839.See file dsdata.txt to determine how the superseded data were derived.
 TG0839
 TG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP613615(NAD 83)
 TG0839_MARKER: DB = BENCH MARK DISK
 TG0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0839_SP_SET: BRIDGE
 TG0839_STAMPING: E 394 1946
 TG0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0839
 TG0839  HISTORY     - Date     Condition        Report By
 TG0839  HISTORY     - 1946     MONUMENTED       CGS
 TG0839  HISTORY     - 1963     GOOD             NGS
 TG0839
 TG0839                          STATION DESCRIPTION
 TG0839
 TG0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0839'2.3 MI NW FROM WHITE EARTH.
 TG0839'2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0839'AT WHITE EARTH, ABOUT 0.1 MILE EAST OF MILEPOST 76, SET IN THE TOP OF
 TG0839'THE WEST END OF THE CONCRETE WINGWALL AT THE NORTHWEST CORNER OF A
 TG0839'100-FOOT BRIDGE OVER A SMALL STREAM, 7.0 FEET NORTH OF THE NORTH RAIL,
 TG0839'1.4 FEET EAST OF THE WEST END OF THE WINGWALL, AND ABOUT 1 FOOT BELOW
 TG0839'THE LEVEL OF THE TRACK, S 33, R 94 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0882 ***********************************************************************
 TG0882  DESIGNATION -  E 395
 TG0882  PID         -  TG0882
 TG0882  STATE/COUNTY-  ND/MOUNTRAIL
 TG0882  USGS QUAD   -  WHITE EARTH (1969)
 TG0882
 TG0882                         *CURRENT SURVEY CONTROL
 TG0882  ___________________________________________________________________
 TG0882* NAD 83(1986)-  48 25 11.     (N)    102 47 16.     (W)     SCALED    
 TG0882* NAVD 88     -       684.816  (meters)    2246.77   (feet)  ADJUSTED  
 TG0882  ___________________________________________________________________
 TG0882  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0882  DYNAMIC HT  -         684.925 (meters)    2247.12  (feet)  COMP
 TG0882  MODELED GRAV-     980,746.9   (mgal)                       NAVD 88
 TG0882
 TG0882  VERT ORDER  -  SECOND    CLASS 0
 TG0882
 TG0882.The horizontal coordinates were scaled from a topographic map and have
 TG0882.an estimated accuracy of +/- 6 seconds.
 TG0882
 TG0882.The orthometric height was determined by differential leveling
 TG0882.and adjusted by the National Geodetic Survey in June 1991..
 TG0882
 TG0882.The geoid height was determined by GEOID03.
 TG0882
 TG0882.The dynamic height is computed by dividing the NAVD 88
 TG0882.geopotential number by the normal gravity value computed on the
 TG0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0882.degrees latitude (g = 980.6199 gals.).
 TG0882
 TG0882.The modeled gravity was interpolated from observed gravity values.
 TG0882
 TG0882;                    North         East    Units  Estimated Accuracy
 TG0882;SPC ND N     -   160,360.      430,700.      MT  (+/- 180 meters Scaled)
 TG0882
 TG0882                          SUPERSEDED SURVEY CONTROL
 TG0882
 TG0882  NGVD 29 (??/??/92)  684.346  (m)         2245.23   (f) ADJ UNCH    2 0
 TG0882
 TG0882.Superseded values are not recommended for survey control.
 TG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0882.See file dsdata.txt to determine how the superseded data were derived.
 TG0882
 TG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP636653(NAD 83)
 TG0882_MARKER: DB = BENCH MARK DISK
 TG0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0882_STAMPING: E 395 1946
 TG0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0882+STABILITY: SURFACE MOTION
 TG0882
 TG0882  HISTORY     - Date     Condition        Report By
 TG0882  HISTORY     - 1946     MONUMENTED       CGS
 TG0882
 TG0882                          STATION DESCRIPTION
 TG0882
 TG0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0882'2.9 MI N FROM WHITE EARTH.
 TG0882'2.9 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0882'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, AT THE JUNCTION OF A
 TG0882'FARM DRIVE, 60 FEET NORTH OF THE CENTERLINE OF THE FARM DRIVE, 45 FEET
 TG0882'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A WHITE WOODEN
 TG0882'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 395
 TG0882'1946 AND SET IN THE TOP OF A CONCRET POST PROJECTING 3 INCHES ABOVE
 TG0882'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0541 ***********************************************************************
 SO0541  DESIGNATION -  E 396
 SO0541  PID         -  SO0541
 SO0541  STATE/COUNTY-  ND/MCKENZIE
 SO0541  USGS QUAD   -  SCHAFER (1978)
 SO0541
 SO0541                         *CURRENT SURVEY CONTROL
 SO0541  ___________________________________________________________________
 SO0541* NAD 83(1986)-  47 49 10.     (N)    103 13 10.     (W)     SCALED    
 SO0541* NAVD 88     -       634.251  (meters)    2080.87   (feet)  ADJUSTED  
 SO0541  ___________________________________________________________________
 SO0541  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SO0541  DYNAMIC HT  -         634.315 (meters)    2081.08  (feet)  COMP
 SO0541  MODELED GRAV-     980,691.3   (mgal)                       NAVD 88
 SO0541
 SO0541  VERT ORDER  -  SECOND    CLASS 0
 SO0541
 SO0541.The horizontal coordinates were scaled from a topographic map and have
 SO0541.an estimated accuracy of +/- 6 seconds.
 SO0541
 SO0541.The orthometric height was determined by differential leveling
 SO0541.and adjusted by the National Geodetic Survey in June 1991..
 SO0541
 SO0541.The geoid height was determined by GEOID03.
 SO0541
 SO0541.The dynamic height is computed by dividing the NAVD 88
 SO0541.geopotential number by the normal gravity value computed on the
 SO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0541.degrees latitude (g = 980.6199 gals.).
 SO0541
 SO0541.The modeled gravity was interpolated from observed gravity values.
 SO0541
 SO0541;                    North         East    Units  Estimated Accuracy
 SO0541;SPC ND N     -    94,700.      396,410.      MT  (+/- 180 meters Scaled)
 SO0541
 SO0541                          SUPERSEDED SURVEY CONTROL
 SO0541
 SO0541  NGVD 29 (??/??/92)  633.736  (m)         2079.18   (f) ADJ UNCH    2 0
 SO0541
 SO0541.Superseded values are not recommended for survey control.
 SO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0541.See file dsdata.txt to determine how the superseded data were derived.
 SO0541
 SO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN332977(NAD 83)
 SO0541_MARKER: DB = BENCH MARK DISK
 SO0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0541_STAMPING: E 396 1946
 SO0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0541+STABILITY: SURFACE MOTION
 SO0541
 SO0541  HISTORY     - Date     Condition        Report By
 SO0541  HISTORY     - 1946     MONUMENTED       CGS
 SO0541  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0541
 SO0541                          STATION DESCRIPTION
 SO0541
 SO0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0541'4.4 MI E FROM WATFORD CITY.
 SO0541'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0541'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 1.0 MILE NORTH ALONG
 SO0541'A GRAVELED COUNTY ROAD, ABOUT 300 FEET NORTH OF THE CREST OF A SMALL
 SO0541'RISE IN THE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD. NOTE--
 SO0541'ROAD WIDENED.
 SO0541
 SO0541                          STATION RECOVERY (1975)
 SO0541
 SO0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1250 ***********************************************************************
 TG1250  DESIGNATION -  E 397
 TG1250  PID         -  TG1250
 TG1250  STATE/COUNTY-  ND/MCKENZIE
 TG1250  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1250
 TG1250                         *CURRENT SURVEY CONTROL
 TG1250  ___________________________________________________________________
 TG1250* NAD 83(1986)-  48 05 32.     (N)    103 06 41.     (W)     SCALED    
 TG1250* NAVD 88     -       576.133  (meters)    1890.20   (feet)  ADJUSTED  
 TG1250  ___________________________________________________________________
 TG1250  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 TG1250  DYNAMIC HT  -         576.208 (meters)    1890.44  (feet)  COMP
 TG1250  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 TG1250
 TG1250  VERT ORDER  -  SECOND    CLASS 0
 TG1250
 TG1250.The horizontal coordinates were scaled from a topographic map and have
 TG1250.an estimated accuracy of +/- 6 seconds.
 TG1250
 TG1250.The orthometric height was determined by differential leveling
 TG1250.and adjusted by the National Geodetic Survey in June 1991..
 TG1250
 TG1250.The geoid height was determined by GEOID03.
 TG1250
 TG1250.The dynamic height is computed by dividing the NAVD 88
 TG1250.geopotential number by the normal gravity value computed on the
 TG1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1250.degrees latitude (g = 980.6199 gals.).
 TG1250
 TG1250.The modeled gravity was interpolated from observed gravity values.
 TG1250
 TG1250;                    North         East    Units  Estimated Accuracy
 TG1250;SPC ND N     -   124,730.      405,520.      MT  (+/- 180 meters Scaled)
 TG1250
 TG1250                          SUPERSEDED SURVEY CONTROL
 TG1250
 TG1250  NGVD 29 (??/??/92)  575.642  (m)         1888.59   (f) ADJ UNCH    2 0
 TG1250
 TG1250.Superseded values are not recommended for survey control.
 TG1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1250.See file dsdata.txt to determine how the superseded data were derived.
 TG1250
 TG1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP406282(NAD 83)
 TG1250_MARKER: DB = BENCH MARK DISK
 TG1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1250_STAMPING: E 397 1946
 TG1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1250+STABILITY: SURFACE MOTION
 TG1250
 TG1250  HISTORY     - Date     Condition        Report By
 TG1250  HISTORY     - 1946     MONUMENTED       CGS
 TG1250  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1250
 TG1250                          STATION DESCRIPTION
 TG1250
 TG1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1250'27.4 MI NE FROM WATFORD CITY.
 TG1250'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 TG1250'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES NORTH
 TG1250'ALONG A GRAVELED COUNTY ROAD TO THE BANKS SCHOOL, THENCE 7.1 MILES
 TG1250'NORTHEAST ALONG TOBACCO CREEK ROAD TO THE MARK, AT A RIGHT ANGLE TURN
 TG1250'IN THE ROAD ABOUT 350 FEET EAST OF A FENCE CORNER, 30 FEET WEST OF THE
 TG1250'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST.
 TG1250'NOTE-- RD CONSTRUCTION IN THE AREA.
 TG1250
 TG1250                          STATION RECOVERY (1975)
 TG1250
 TG1250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0499 ***********************************************************************
 SO0499  DESIGNATION -  E 398
 SO0499  PID         -  SO0499
 SO0499  STATE/COUNTY-  ND/DUNN
 SO0499  USGS QUAD   -  MANDAREE NE (1970)
 SO0499
 SO0499                         *CURRENT SURVEY CONTROL
 SO0499  ___________________________________________________________________
 SO0499* NAD 83(1986)-  47 42 19.     (N)    102 36 15.     (W)     SCALED    
 SO0499* NAVD 88     -       696.284  (meters)    2284.39   (feet)  ADJUSTED  
 SO0499  ___________________________________________________________________
 SO0499  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 SO0499  DYNAMIC HT  -         696.347 (meters)    2284.60  (feet)  COMP
 SO0499  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 SO0499
 SO0499  VERT ORDER  -  SECOND    CLASS 0
 SO0499
 SO0499.The horizontal coordinates were scaled from a topographic map and have
 SO0499.an estimated accuracy of +/- 6 seconds.
 SO0499
 SO0499.The orthometric height was determined by differential leveling
 SO0499.and adjusted by the National Geodetic Survey in June 1991..
 SO0499
 SO0499.The geoid height was determined by GEOID03.
 SO0499
 SO0499.The dynamic height is computed by dividing the NAVD 88
 SO0499.geopotential number by the normal gravity value computed on the
 SO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0499.degrees latitude (g = 980.6199 gals.).
 SO0499
 SO0499.The modeled gravity was interpolated from observed gravity values.
 SO0499
 SO0499;                    North         East    Units  Estimated Accuracy
 SO0499;SPC ND S     -   228,740.      442,090.      MT  (+/- 180 meters Scaled)
 SO0499
 SO0499                          SUPERSEDED SURVEY CONTROL
 SO0499
 SO0499  NGVD 29 (??/??/92)  695.805  (m)         2282.82   (f) ADJ UNCH    2 0
 SO0499
 SO0499.Superseded values are not recommended for survey control.
 SO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0499.See file dsdata.txt to determine how the superseded data were derived.
 SO0499
 SO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN797863(NAD 83)
 SO0499_MARKER: DB = BENCH MARK DISK
 SO0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0499_STAMPING: E 398 1946
 SO0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0499+STABILITY: SURFACE MOTION
 SO0499
 SO0499  HISTORY     - Date     Condition        Report By
 SO0499  HISTORY     - 1946     MONUMENTED       CGS
 SO0499
 SO0499                          STATION DESCRIPTION
 SO0499
 SO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0499'41.8 MI SE FROM WATFORD CITY.
 SO0499'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0499'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0499'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 8.9 MILES
 SO0499'EAST ALONG A GRADED DIRT ROAD TO A TRACK ROAD LEADING SOUTH THROUGH AN
 SO0499'EAST-WEST FENCE, CONTINUE EAST ALONG GRADED DIRT ROAD FOR 3.1 MILES TO
 SO0499'MARK, ABOUT 1.0 MILE SOUTHEAST OF A LOG HOUSE, ABOUT 70 FEET NORTHEAST
 SO0499'OF WHERE WATER OVERFLOWS THE ROAD, 29 FEET SOUTHEAST OF THE CENTER
 SO0499'LINE OF THE ROAD.  NOTE-- 21.5 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0191 ***********************************************************************
 SO0191  DESIGNATION -  E 399
 SO0191  PID         -  SO0191
 SO0191  STATE/COUNTY-  ND/DUNN
 SO0191  USGS QUAD   -  STRING BUTTES (1970)
 SO0191
 SO0191                         *CURRENT SURVEY CONTROL
 SO0191  ___________________________________________________________________
 SO0191* NAD 83(1986)-  47 44 24.     (N)    102 26 36.     (W)     SCALED    
 SO0191* NAVD 88     -       629.120  (meters)    2064.04   (feet)  ADJUSTED  
 SO0191  ___________________________________________________________________
 SO0191  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 SO0191  DYNAMIC HT  -         629.189 (meters)    2064.26  (feet)  COMP
 SO0191  MODELED GRAV-     980,700.0   (mgal)                       NAVD 88
 SO0191
 SO0191  VERT ORDER  -  SECOND    CLASS 0
 SO0191
 SO0191.The horizontal coordinates were scaled from a topographic map and have
 SO0191.an estimated accuracy of +/- 6 seconds.
 SO0191
 SO0191.The orthometric height was determined by differential leveling
 SO0191.and adjusted by the National Geodetic Survey in June 1991..
 SO0191
 SO0191.The geoid height was determined by GEOID03.
 SO0191
 SO0191.The dynamic height is computed by dividing the NAVD 88
 SO0191.geopotential number by the normal gravity value computed on the
 SO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0191.degrees latitude (g = 980.6199 gals.).
 SO0191
 SO0191.The modeled gravity was interpolated from observed gravity values.
 SO0191
 SO0191;                    North         East    Units  Estimated Accuracy
 SO0191;SPC ND S     -   232,280.      454,260.      MT  (+/- 180 meters Scaled)
 SO0191
 SO0191                          SUPERSEDED SURVEY CONTROL
 SO0191
 SO0191  NGVD 29 (??/??/92)  628.665  (m)         2062.55   (f) ADJ UNCH    2 0
 SO0191
 SO0191.Superseded values are not recommended for survey control.
 SO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0191.See file dsdata.txt to determine how the superseded data were derived.
 SO0191
 SO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN916905(NAD 83)
 SO0191_MARKER: DB = BENCH MARK DISK
 SO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0191_STAMPING: E 399 1946
 SO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0191+STABILITY: SURFACE MOTION
 SO0191
 SO0191  HISTORY     - Date     Condition        Report By
 SO0191  HISTORY     - 1946     MONUMENTED       CGS
 SO0191
 SO0191                          STATION DESCRIPTION
 SO0191
 SO0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0191'31.1 MI S FROM SANISH.
 SO0191'IN DUNN COUNTY, 31.1 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0191'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0191'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0191'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0191'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 7.4 MILES EAST
 SO0191'ALONG A DIRT TRACK ROAD.  IT IS 1.0 MILE WEST OF THE BRIDGE OVER SKUNK
 SO0191'CREEK, 90 FEET EAST OF A HUGE BOULDER, MIDWAY BETWEEN THE EXISTING
 SO0191'ROAD AND AN ABANDONED ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE
 SO0191'EXISTING ROAD, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 SO0191'STANDARD DISK, STAMPED E 399 1946 AND SET IN THE TOP OF A CONCRETE
 SO0191'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0609 ***********************************************************************
 SN0609  DESIGNATION -  E 4 B 1
 SN0609  PID         -  SN0609
 SN0609  STATE/COUNTY-  ND/MCLEAN
 SN0609  USGS QUAD   -  GARRISON (1981)
 SN0609
 SN0609                         *CURRENT SURVEY CONTROL
 SN0609  ___________________________________________________________________
 SN0609* NAD 83(1986)-  47 38 37.     (N)    101 30 01.     (W)     SCALED    
 SN0609* NAVD 88     -       604.574  (meters)    1983.51   (feet)  ADJUSTED  
 SN0609  ___________________________________________________________________
 SN0609  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 SN0609  DYNAMIC HT  -         604.630 (meters)    1983.69  (feet)  COMP
 SN0609  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 SN0609
 SN0609  VERT ORDER  -  SECOND    CLASS 0
 SN0609
 SN0609.The horizontal coordinates were scaled from a topographic map and have
 SN0609.an estimated accuracy of +/- 6 seconds.
 SN0609
 SN0609.The orthometric height was determined by differential leveling
 SN0609.and adjusted by the National Geodetic Survey in June 1991..
 SN0609
 SN0609.The geoid height was determined by GEOID03.
 SN0609
 SN0609.The dynamic height is computed by dividing the NAVD 88
 SN0609.geopotential number by the normal gravity value computed on the
 SN0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0609.degrees latitude (g = 980.6199 gals.).
 SN0609
 SN0609.The modeled gravity was interpolated from observed gravity values.
 SN0609
 SN0609;                    North         East    Units  Estimated Accuracy
 SN0609;SPC ND N     -    72,050.      524,850.      MT  (+/- 180 meters Scaled)
 SN0609
 SN0609                          SUPERSEDED SURVEY CONTROL
 SN0609
 SN0609  NGVD 29 (??/??/92)  604.17   (m)         1982.2    (f) COMPUTED    2 0
 SN0609
 SN0609.Superseded values are not recommended for survey control.
 SN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0609.See file dsdata.txt to determine how the superseded data were derived.
 SN0609
 SN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT122797(NAD 83)
 SN0609_MARKER: Z = SEE DESCRIPTION
 SN0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0609_SP_SET: CONCRETE PEDESTAL
 SN0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0609
 SN0609  HISTORY     - Date     Condition        Report By
 SN0609  HISTORY     - UNK      MONUMENTED       DOD
 SN0609  HISTORY     - 1962     GOOD             NGS
 SN0609
 SN0609                          STATION DESCRIPTION
 SN0609
 SN0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0609'4.9 MI W FROM GARRISON.
 SN0609'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0609'AT GARRISON, THENCE 4.3 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.3
 SN0609'MILE NORTH ALONG A GRAVELED ROAD, AT THE WEST EDGE OF A CULTIVATED
 SN0609'FIELD, 90 FEET EAST OF THE CENTERLINE OF THE ROAD, A 1.5 BY 4 FOOT
 SN0609'CONCRETE PEDESTAL WITH TRIBRACH, ABOUT LEVEL WITH THE ROAD.  TOP
 SN0609'CENTER OF THE TRIBRACH WAS HELD.  A USAF MONOLITH AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0608 ***********************************************************************
 SN0608  DESIGNATION -  E 4 B 2
 SN0608  PID         -  SN0608
 SN0608  STATE/COUNTY-  ND/MCLEAN
 SN0608  USGS QUAD   -  GARRISON (1981)
 SN0608
 SN0608                         *CURRENT SURVEY CONTROL
 SN0608  ___________________________________________________________________
 SN0608* NAD 83(1986)-  47 38 37.     (N)    101 29 43.     (W)     SCALED    
 SN0608* NAVD 88     -       603.585  (meters)    1980.26   (feet)  ADJUSTED  
 SN0608  ___________________________________________________________________
 SN0608  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 SN0608  DYNAMIC HT  -         603.641 (meters)    1980.45  (feet)  COMP
 SN0608  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 SN0608
 SN0608  VERT ORDER  -  SECOND    CLASS 0
 SN0608
 SN0608.The horizontal coordinates were scaled from a topographic map and have
 SN0608.an estimated accuracy of +/- 6 seconds.
 SN0608
 SN0608.The orthometric height was determined by differential leveling
 SN0608.and adjusted by the National Geodetic Survey in June 1991..
 SN0608
 SN0608.The geoid height was determined by GEOID03.
 SN0608
 SN0608.The dynamic height is computed by dividing the NAVD 88
 SN0608.geopotential number by the normal gravity value computed on the
 SN0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0608.degrees latitude (g = 980.6199 gals.).
 SN0608
 SN0608.The modeled gravity was interpolated from observed gravity values.
 SN0608
 SN0608;                    North         East    Units  Estimated Accuracy
 SN0608;SPC ND N     -    72,040.      525,220.      MT  (+/- 180 meters Scaled)
 SN0608
 SN0608                          SUPERSEDED SURVEY CONTROL
 SN0608
 SN0608  NGVD 29 (??/??/92)  603.18   (m)         1978.9    (f) COMPUTED    2 0
 SN0608
 SN0608.Superseded values are not recommended for survey control.
 SN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0608.See file dsdata.txt to determine how the superseded data were derived.
 SN0608
 SN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT125797(NAD 83)
 SN0608_MARKER: Z = SEE DESCRIPTION
 SN0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0608_SP_SET: CONCRETE PEDESTAL
 SN0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0608
 SN0608  HISTORY     - Date     Condition        Report By
 SN0608  HISTORY     - UNK      MONUMENTED       DOD
 SN0608  HISTORY     - 1962     GOOD             NGS
 SN0608
 SN0608                          STATION DESCRIPTION
 SN0608
 SN0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0608'4.6 MI W FROM GARRISON.
 SN0608'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0608'AT GARRISON, THENCE 4 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.3
 SN0608'MILE NORTH-NORTHWEST ACROSS A FIELD, NEAR A ROW OF POWER POLES, 62.3
 SN0608'FEET SOUTH-SOUTHEAST OF A POWER POLE, 12 FEET EAST OF THE LINE OF
 SN0608'POLES, A CONCRETE PEDESTAL WITH TRIBRACH, PEDESTAL IS 1.5 FOOT IN
 SN0608'DIAMETER AND 4 FEET HIGH, CENTER OF THE TRIBRACH IN THE TOP OF THE
 SN0608'PEDESTAL WAS HELD.  A USAF MONOLITH AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0606 ***********************************************************************
 SN0606  DESIGNATION -  E 4 Z
 SN0606  PID         -  SN0606
 SN0606  STATE/COUNTY-  ND/MCLEAN
 SN0606  USGS QUAD   -  GARRISON (1981)
 SN0606
 SN0606                         *CURRENT SURVEY CONTROL
 SN0606  ___________________________________________________________________
 SN0606* NAD 83(1986)-  47 38 20.     (N)    101 29 37.     (W)     SCALED    
 SN0606* NAVD 88     -       604.498  (meters)    1983.26   (feet)  ADJUSTED  
 SN0606  ___________________________________________________________________
 SN0606  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SN0606  DYNAMIC HT  -         604.554 (meters)    1983.44  (feet)  COMP
 SN0606  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 SN0606
 SN0606  VERT ORDER  -  SECOND    CLASS 0
 SN0606
 SN0606.The horizontal coordinates were scaled from a topographic map and have
 SN0606.an estimated accuracy of +/- 6 seconds.
 SN0606
 SN0606.The orthometric height was determined by differential leveling
 SN0606.and adjusted by the National Geodetic Survey in June 1991..
 SN0606
 SN0606.The geoid height was determined by GEOID03.
 SN0606
 SN0606.The dynamic height is computed by dividing the NAVD 88
 SN0606.geopotential number by the normal gravity value computed on the
 SN0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0606.degrees latitude (g = 980.6199 gals.).
 SN0606
 SN0606.The modeled gravity was interpolated from observed gravity values.
 SN0606
 SN0606;                    North         East    Units  Estimated Accuracy
 SN0606;SPC ND N     -    71,510.      525,340.      MT  (+/- 180 meters Scaled)
 SN0606
 SN0606                          SUPERSEDED SURVEY CONTROL
 SN0606
 SN0606  NGVD 29 (??/??/92)  604.10   (m)         1982.0    (f) COMPUTED    2 0
 SN0606
 SN0606.Superseded values are not recommended for survey control.
 SN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0606.See file dsdata.txt to determine how the superseded data were derived.
 SN0606
 SN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT126791(NAD 83)
 SN0606_MARKER: DS = TRIANGULATION STATION DISK
 SN0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0606_STAMPING: E4Z 1962
 SN0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0606+STABILITY: SURFACE MOTION
 SN0606
 SN0606  HISTORY     - Date     Condition        Report By
 SN0606  HISTORY     - 1962     MONUMENTED       CGS
 SN0606
 SN0606                          STATION DESCRIPTION
 SN0606
 SN0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0606'4.3 MI W FROM GARRISON.
 SN0606'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0606'AT GARRISON, THENCE 4 MILE WEST ALONG STATE HIGHWAY 37, AT THE CREST
 SN0606'OF A HILL, AT A DRIVE SOUTH TO A FIELD, 101.5 FEET SOUTH OF THE
 SN0606'CENTERLINE OF THE HIGHWAY, 33.5 FEET WEST OF RM 1, 24.7 FEET EAST OF
 SN0606'RM 2, 28 FEET EAST OF THE CENTERLINE OF THE ROAD TO THE FIELD, 3 FEET
 SN0606'WEST OF A WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, A DISK IN THE
 SN0606'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0605 ***********************************************************************
 SN0605  DESIGNATION -  E 4 Z RM 1
 SN0605  PID         -  SN0605
 SN0605  STATE/COUNTY-  ND/MCLEAN
 SN0605  USGS QUAD   -  GARRISON (1981)
 SN0605
 SN0605                         *CURRENT SURVEY CONTROL
 SN0605  ___________________________________________________________________
 SN0605* NAD 83(1986)-  47 38 20.     (N)    101 29 37.     (W)     SCALED    
 SN0605* NAVD 88     -       604.487  (meters)    1983.22   (feet)  ADJUSTED  
 SN0605  ___________________________________________________________________
 SN0605  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SN0605  DYNAMIC HT  -         604.543 (meters)    1983.40  (feet)  COMP
 SN0605  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 SN0605
 SN0605  VERT ORDER  -  SECOND    CLASS 0
 SN0605
 SN0605.The horizontal coordinates were scaled from a topographic map and have
 SN0605.an estimated accuracy of +/- 6 seconds.
 SN0605
 SN0605.The orthometric height was determined by differential leveling
 SN0605.and adjusted by the National Geodetic Survey in June 1991..
 SN0605
 SN0605.The geoid height was determined by GEOID03.
 SN0605
 SN0605.The dynamic height is computed by dividing the NAVD 88
 SN0605.geopotential number by the normal gravity value computed on the
 SN0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0605.degrees latitude (g = 980.6199 gals.).
 SN0605
 SN0605.The modeled gravity was interpolated from observed gravity values.
 SN0605
 SN0605;                    North         East    Units  Estimated Accuracy
 SN0605;SPC ND N     -    71,510.      525,340.      MT  (+/- 180 meters Scaled)
 SN0605
 SN0605                          SUPERSEDED SURVEY CONTROL
 SN0605
 SN0605  NGVD 29 (??/??/92)  604.09   (m)         1981.9    (f) COMPUTED    2 0
 SN0605
 SN0605.Superseded values are not recommended for survey control.
 SN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0605.See file dsdata.txt to determine how the superseded data were derived.
 SN0605
 SN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT126791(NAD 83)
 SN0605_MARKER: DR = REFERENCE MARK DISK
 SN0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0605_STAMPING: E4Z NO 1 1962
 SN0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0605+STABILITY: SURFACE MOTION
 SN0605
 SN0605  HISTORY     - Date     Condition        Report By
 SN0605  HISTORY     - 1962     MONUMENTED       CGS
 SN0605
 SN0605                          STATION DESCRIPTION
 SN0605
 SN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0605'4.3 MI W FROM GARRISON.
 SN0605'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0605'AT GARRISON, THENCE 4 MILE WEST ALONG STATE HIGHWAY 37, AT THE CREST
 SN0605'OF A HILL, 101.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33.5
 SN0605'FEET EAST OF THE STATION MARK, 58.2 FEET EAST OF RM 2, 5.5 FEET EAST
 SN0605'OF THE CENTERLINE OF THE DRIVE, ABOUT 2 FEET ABOVE THE HIGHWAY, A DISK
 SN0605'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0607 ***********************************************************************
 SN0607  DESIGNATION -  E 4 Z RM 2
 SN0607  PID         -  SN0607
 SN0607  STATE/COUNTY-  ND/MCLEAN
 SN0607  USGS QUAD   -  GARRISON (1981)
 SN0607
 SN0607                         *CURRENT SURVEY CONTROL
 SN0607  ___________________________________________________________________
 SN0607* NAD 83(1986)-  47 38 20.     (N)    101 29 37.     (W)     SCALED    
 SN0607* NAVD 88     -       604.440  (meters)    1983.07   (feet)  ADJUSTED  
 SN0607  ___________________________________________________________________
 SN0607  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SN0607  DYNAMIC HT  -         604.497 (meters)    1983.25  (feet)  COMP
 SN0607  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 SN0607
 SN0607  VERT ORDER  -  SECOND    CLASS 0
 SN0607
 SN0607.The horizontal coordinates were scaled from a topographic map and have
 SN0607.an estimated accuracy of +/- 6 seconds.
 SN0607
 SN0607.The orthometric height was determined by differential leveling
 SN0607.and adjusted by the National Geodetic Survey in June 1991..
 SN0607
 SN0607.The geoid height was determined by GEOID03.
 SN0607
 SN0607.The dynamic height is computed by dividing the NAVD 88
 SN0607.geopotential number by the normal gravity value computed on the
 SN0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0607.degrees latitude (g = 980.6199 gals.).
 SN0607
 SN0607.The modeled gravity was interpolated from observed gravity values.
 SN0607
 SN0607;                    North         East    Units  Estimated Accuracy
 SN0607;SPC ND N     -    71,510.      525,340.      MT  (+/- 180 meters Scaled)
 SN0607
 SN0607                          SUPERSEDED SURVEY CONTROL
 SN0607
 SN0607  NGVD 29 (??/??/92)  604.04   (m)         1981.8    (f) COMPUTED    2 0
 SN0607
 SN0607.Superseded values are not recommended for survey control.
 SN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0607.See file dsdata.txt to determine how the superseded data were derived.
 SN0607
 SN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT126791(NAD 83)
 SN0607_MARKER: DR = REFERENCE MARK DISK
 SN0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0607_STAMPING: E4Z NO 2 1962
 SN0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0607+STABILITY: SURFACE MOTION
 SN0607
 SN0607  HISTORY     - Date     Condition        Report By
 SN0607  HISTORY     - 1962     MONUMENTED       CGS
 SN0607
 SN0607                          STATION DESCRIPTION
 SN0607
 SN0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0607'4.3 MI W FROM GARRISON.
 SN0607'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0607'AT GARRISON, THENCE 4 MILE WEST ALONG STATE HIGHWAY 37, AT THE CREST
 SN0607'OF A HILL, AT A DRIVE TO A FIELD, 24.7 FEET WEST OF THE STATION MARK,
 SN0607'58.2 FEET WEST OF RM 1, 101.5 FEET SOUTH OF THE CENTERLINE OF THE
 SN0607'HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, A DISK IN THE TOP OF A
 SN0607'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0309 ***********************************************************************
 RQ0309  DESIGNATION -  E 40
 RQ0309  PID         -  RQ0309
 RQ0309  STATE/COUNTY-  ND/LOGAN
 RQ0309  USGS QUAD   -  STREETER SW (1983)
 RQ0309
 RQ0309                         *CURRENT SURVEY CONTROL
 RQ0309  ___________________________________________________________________
 RQ0309* NAD 83(1986)-  46 35 12.     (N)    099 24 47.     (W)     SCALED    
 RQ0309* NAVD 88     -       585.268  (meters)    1920.17   (feet)  ADJUSTED  
 RQ0309  ___________________________________________________________________
 RQ0309  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 RQ0309  DYNAMIC HT  -         585.262 (meters)    1920.15  (feet)  COMP
 RQ0309  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 RQ0309
 RQ0309  VERT ORDER  -  SECOND    CLASS 0
 RQ0309
 RQ0309.The horizontal coordinates were scaled from a topographic map and have
 RQ0309.an estimated accuracy of +/- 6 seconds.
 RQ0309
 RQ0309.The orthometric height was determined by differential leveling
 RQ0309.and adjusted by the National Geodetic Survey in June 1991..
 RQ0309
 RQ0309.The geoid height was determined by GEOID03.
 RQ0309
 RQ0309.The dynamic height is computed by dividing the NAVD 88
 RQ0309.geopotential number by the normal gravity value computed on the
 RQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0309.degrees latitude (g = 980.6199 gals.).
 RQ0309
 RQ0309.The modeled gravity was interpolated from observed gravity values.
 RQ0309
 RQ0309;                    North         East    Units  Estimated Accuracy
 RQ0309;SPC ND S     -   102,840.      683,300.      MT  (+/- 180 meters Scaled)
 RQ0309
 RQ0309                          SUPERSEDED SURVEY CONTROL
 RQ0309
 RQ0309  NGVD 29 (??/??/92)  584.839  (m)         1918.76   (f) ADJ UNCH    2 0
 RQ0309
 RQ0309.Superseded values are not recommended for survey control.
 RQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0309.See file dsdata.txt to determine how the superseded data were derived.
 RQ0309
 RQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS683593(NAD 83)
 RQ0309_MARKER: DB = BENCH MARK DISK
 RQ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0309_SP_SET: CONCRETE POST
 RQ0309_STAMPING: E 40 1934
 RQ0309_MARK LOGO: CGS   
 RQ0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0309+STABILITY: SURFACE MOTION
 RQ0309
 RQ0309  HISTORY     - Date     Condition        Report By
 RQ0309  HISTORY     - 1934     MONUMENTED       CGS
 RQ0309  HISTORY     - 1959     GOOD             NGS
 RQ0309  HISTORY     - 19910421 POOR             NDWC
 RQ0309
 RQ0309                          STATION DESCRIPTION
 RQ0309
 RQ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0309'7.7 MI SW FROM STREETER.
 RQ0309'IN LOGAN COUNTY, 7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 RQ0309'NORTHERN PACIFIC RAILWAY STATION AT STREETER, STUTSMAN COUNTY, AT AN
 RQ0309'INTERSECTION, ABOUT 1/4 MILE EAST OF THE FARM BUILDINGS, 250 FEET
 RQ0309'SOUTH OF A ROCK PILE, 45 FEET SOUTH OF THE CROSS ROAD, AND 33 FEET
 RQ0309'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 40
 RQ0309'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ALONG THE OLD
 RQ0309'ORIGINAL HIGHWAY, ABOUT 1/4 MILE EAST OF FARM BUILDINGS THAT INCLUDES
 RQ0309'A LARGE GRAIN ELEVATOR, AT THE NORTHWEST CORNER OF SEC. 19, T. 136 N.,
 RQ0309'R. 69 W. AND ABOUT 10 FEET WEST OF A CORNER POST AT NORTHWEST CORNER
 RQ0309'OF A PASTURE.
 RQ0309
 RQ0309                          STATION RECOVERY (1991)
 RQ0309
 RQ0309'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 RQ0309'RECOVERED IN POOR CONDITION.  NOTE--THE MONUMENT IS LEANING TO
 RQ0309'THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0471 ***********************************************************************
 SO0471  DESIGNATION -  E 400
 SO0471  PID         -  SO0471
 SO0471  STATE/COUNTY-  ND/MCKENZIE
 SO0471  USGS QUAD   -  SANISH (1967)
 SO0471
 SO0471                         *CURRENT SURVEY CONTROL
 SO0471  ___________________________________________________________________
 SO0471* NAD 83(1986)-  47 56 00.     (N)    102 37 22.     (W)     SCALED    
 SO0471* NAVD 88     -       540.980  (meters)    1774.87   (feet)  ADJUSTED  
 SO0471  ___________________________________________________________________
 SO0471  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SO0471  DYNAMIC HT  -         541.056 (meters)    1775.11  (feet)  COMP
 SO0471  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 SO0471
 SO0471  VERT ORDER  -  SECOND    CLASS 0
 SO0471
 SO0471.The horizontal coordinates were scaled from a topographic map and have
 SO0471.an estimated accuracy of +/- 6 seconds.
 SO0471
 SO0471.The orthometric height was determined by differential leveling
 SO0471.and adjusted by the National Geodetic Survey in June 1991..
 SO0471
 SO0471.The geoid height was determined by GEOID03.
 SO0471
 SO0471.The dynamic height is computed by dividing the NAVD 88
 SO0471.geopotential number by the normal gravity value computed on the
 SO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0471.degrees latitude (g = 980.6199 gals.).
 SO0471
 SO0471.The modeled gravity was interpolated from observed gravity values.
 SO0471
 SO0471;                    North         East    Units  Estimated Accuracy
 SO0471;SPC ND N     -   105,960.      441,410.      MT  (+/- 180 meters Scaled)
 SO0471
 SO0471                          SUPERSEDED SURVEY CONTROL
 SO0471
 SO0471  NGVD 29 (??/??/92)  540.516  (m)         1773.34   (f) ADJ UNCH    2 0
 SO0471
 SO0471.Superseded values are not recommended for survey control.
 SO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0471.See file dsdata.txt to determine how the superseded data were derived.
 SO0471
 SO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP775116(NAD 83)
 SO0471_MARKER: DB = BENCH MARK DISK
 SO0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0471_STAMPING: E 400 1946
 SO0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0471+STABILITY: SURFACE MOTION
 SO0471
 SO0471  HISTORY     - Date     Condition        Report By
 SO0471  HISTORY     - 1946     MONUMENTED       CGS
 SO0471  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0471
 SO0471                          STATION DESCRIPTION
 SO0471
 SO0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0471'6.8 MI SW FROM SANISH.
 SO0471'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0471'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 5.0 MILES SOUTH ALONG A
 SO0471'GRAVELED ROAD, 0.15 MILE SOUTH OF A CATTLE GUARD IN AN EAST-WEST FENCE
 SO0471'LINE, 26 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, ABOUT 20
 SO0471'FEET WEST OF A WOODS LINE, 3 FEET NORTH OF A 4 X 4 IN. MARKER POST.
 SO0471'NOTE-- MARK UNDERWATER.
 SO0471
 SO0471                          STATION RECOVERY (1966)
 SO0471
 SO0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0955 ***********************************************************************
 SN0955  DESIGNATION -  E 401
 SN0955  PID         -  SN0955
 SN0955  STATE/COUNTY-  ND/MERCER
 SN0955  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN0955
 SN0955                         *CURRENT SURVEY CONTROL
 SN0955  ___________________________________________________________________
 SN0955* NAD 83(1986)-  47 30 04.     (N)    101 46 50.     (W)     SCALED    
 SN0955* NAVD 88     -       580.292  (meters)    1903.84   (feet)  ADJUSTED  
 SN0955  ___________________________________________________________________
 SN0955  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SN0955  DYNAMIC HT  -         580.347 (meters)    1904.02  (feet)  COMP
 SN0955  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0955
 SN0955  VERT ORDER  -  SECOND    CLASS 0
 SN0955
 SN0955.The horizontal coordinates were scaled from a topographic map and have
 SN0955.an estimated accuracy of +/- 6 seconds.
 SN0955
 SN0955.The orthometric height was determined by differential leveling
 SN0955.and adjusted by the National Geodetic Survey in June 1991..
 SN0955
 SN0955.The geoid height was determined by GEOID03.
 SN0955
 SN0955.The dynamic height is computed by dividing the NAVD 88
 SN0955.geopotential number by the normal gravity value computed on the
 SN0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0955.degrees latitude (g = 980.6199 gals.).
 SN0955
 SN0955.The modeled gravity was interpolated from observed gravity values.
 SN0955
 SN0955;                    North         East    Units  Estimated Accuracy
 SN0955;SPC ND S     -   204,710.      503,520.      MT  (+/- 180 meters Scaled)
 SN0955
 SN0955                          SUPERSEDED SURVEY CONTROL
 SN0955
 SN0955  NGVD 29 (??/??/92)  579.906  (m)         1902.57   (f) ADJ UNCH    2 0
 SN0955
 SN0955.Superseded values are not recommended for survey control.
 SN0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0955.See file dsdata.txt to determine how the superseded data were derived.
 SN0955
 SN0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT905646(NAD 83)
 SN0955_MARKER: DB = BENCH MARK DISK
 SN0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0955_STAMPING: E 401 1946
 SN0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0955+STABILITY: SURFACE MOTION
 SN0955
 SN0955  HISTORY     - Date     Condition        Report By
 SN0955  HISTORY     - 1946     MONUMENTED       CGS
 SN0955  HISTORY     - 1956     GOOD             NGS
 SN0955
 SN0955                          STATION DESCRIPTION
 SN0955
 SN0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0955'17.5 MI N FROM BEULAH.
 SN0955'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN0955'OF STATE HIGHWAY NO. 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO
 SN0955'A FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN0955'GRAVELED ROAD TO KRONTHALS CROSSROADS AND END OF GRAVELED SURFACE,
 SN0955'THENCE 3.3 MILES NORTH ALONG THE GRADED DIRT ROAD TO THE MARK ON THE
 SN0955'OUTSIDE OF A RIGHT ANGLE TURN IN THE ROAD,, 55 FEET NORTHWEST OF THE
 SN0955'CENTER LINE OF THE ROAD, 25 FEET NORTH OF A CORNER FENCE POST, 6 FEET
 SN0955'SOUTHEAST OF A CORNER FENCE POST, 3 FEET SOUTHWEST OF A 4 X 4 IN.
 SN0955'MARKER POST.
 SN0955
 SN0955                          STATION RECOVERY (1956)
 SN0955
 SN0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0956 ***********************************************************************
 SN0956  DESIGNATION -  E 401 RESET
 SN0956  PID         -  SN0956
 SN0956  STATE/COUNTY-  ND/MERCER
 SN0956  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN0956
 SN0956                         *CURRENT SURVEY CONTROL
 SN0956  ___________________________________________________________________
 SN0956* NAD 83(1986)-  47 30 03.     (N)    101 46 49.     (W)     SCALED    
 SN0956* NAVD 88     -       580.55   (+/-2cm)    1904.7    (feet)  VERTCON   
 SN0956  ___________________________________________________________________
 SN0956  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 SN0956
 SN0956  VERT ORDER  -  THIRD (See Below)
 SN0956
 SN0956.The horizontal coordinates were scaled from a topographic map and have
 SN0956.an estimated accuracy of +/- 6 seconds.
 SN0956
 SN0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0956.The vertical order pertains to the NGVD 29 superseded value.
 SN0956
 SN0956.The geoid height was determined by GEOID03.
 SN0956
 SN0956;                    North         East    Units  Estimated Accuracy
 SN0956;SPC ND S     -   204,670.      503,550.      MT  (+/- 180 meters Scaled)
 SN0956
 SN0956                          SUPERSEDED SURVEY CONTROL
 SN0956
 SN0956  NGVD 29 (11/04/04)  580.16   (m)         1903.4    (f) RESET       3  
 SN0956
 SN0956.Superseded values are not recommended for survey control.
 SN0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0956.See file dsdata.txt to determine how the superseded data were derived.
 SN0956
 SN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT906645(NAD 83)
 SN0956_MARKER: DB = BENCH MARK DISK
 SN0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0956_STAMPING: E 401 RESET 1961
 SN0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0956+STABILITY: SURFACE MOTION
 SN0956
 SN0956  HISTORY     - Date     Condition        Report By
 SN0956  HISTORY     - 1961     MONUMENTED       CGS
 SN0956
 SN0956                          STATION DESCRIPTION
 SN0956
 SN0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SN0956'17.5 MI N FROM BEULAH.
 SN0956'THIS MARK IS LOCATED 17.5 MILES NORTH OF BEULAH.  IT CAN BE REACHED
 SN0956'FROM THE JUNCTION OF STATE HIGHWAY 49, 7, AND COUNTY ROUTE 11, ABOUT 2
 SN0956'MILES NORTH-NORTH-WEST OF BEULAH BY GOING NORTH ON COUNTY ROUTE 11 FOR
 SN0956'ABOUT 11.1 MILES TO SCHOOL AND CHURCH AT KRONTHALS CROSSROADS,
 SN0956'CONTINUE NORTH AND EAST ON MAIN ROAD FOR 2.0 MILES TO POINT WHERE MAIN
 SN0956'ROAD TURNS RIGHT, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO MARK AT
 SN0956'POINT WHERE ROAD TURNS RIGHT, ON SECTION LINE, ABOUT 75 FEET NORTH OF
 SN0956'THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A WITNESS POST, AND
 SN0956'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0214 ***********************************************************************
 RR0214  DESIGNATION -  E 403
 RR0214  PID         -  RR0214
 RR0214  STATE/COUNTY-  ND/EMMONS
 RR0214  USGS QUAD   -  FORT YATES NE (1968)
 RR0214
 RR0214                         *CURRENT SURVEY CONTROL
 RR0214  ___________________________________________________________________
 RR0214* NAD 83(1986)-  46 07 53.     (N)    100 33 07.     (W)     SCALED    
 RR0214* NAVD 88     -       501.388  (meters)    1644.97   (feet)  ADJUSTED  
 RR0214  ___________________________________________________________________
 RR0214  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RR0214  DYNAMIC HT  -         501.368 (meters)    1644.90  (feet)  COMP
 RR0214  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 RR0214
 RR0214  VERT ORDER  -  FIRST     CLASS II
 RR0214
 RR0214.The horizontal coordinates were scaled from a topographic map and have
 RR0214.an estimated accuracy of +/- 6 seconds.
 RR0214
 RR0214.The orthometric height was determined by differential leveling
 RR0214.and adjusted by the National Geodetic Survey in June 1991..
 RR0214
 RR0214.The geoid height was determined by GEOID03.
 RR0214
 RR0214.The dynamic height is computed by dividing the NAVD 88
 RR0214.geopotential number by the normal gravity value computed on the
 RR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0214.degrees latitude (g = 980.6199 gals.).
 RR0214
 RR0214.The modeled gravity was interpolated from observed gravity values.
 RR0214
 RR0214;                    North         East    Units  Estimated Accuracy
 RR0214;SPC ND S     -    51,660.      595,990.      MT  (+/- 180 meters Scaled)
 RR0214
 RR0214                          SUPERSEDED SURVEY CONTROL
 RR0214
 RR0214  NGVD 29 (??/??/92)  501.001  (m)         1643.70   (f) ADJ UNCH    1 2
 RR0214
 RR0214.Superseded values are not recommended for survey control.
 RR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0214.See file dsdata.txt to determine how the superseded data were derived.
 RR0214
 RR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS801098(NAD 83)
 RR0214_MARKER: DB = BENCH MARK DISK
 RR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0214_STAMPING: E 403 1949
 RR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0214+STABILITY: SURFACE MOTION
 RR0214
 RR0214  HISTORY     - Date     Condition        Report By
 RR0214  HISTORY     - 1949     MONUMENTED       CGS
 RR0214  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0214
 RR0214                          STATION DESCRIPTION
 RR0214
 RR0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0214'27.65 MI NW FROM POLLOCK, SD.
 RR0214'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0214'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0214'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0214'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 RR0214'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0214'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A
 RR0214'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 5.4 MILES
 RR0214'NORTHWEST ALONG A TRAIL ROAD, THENCE 0.3 MILE WEST ALONG A TRAIL ROAD,
 RR0214'THENCE 0.5  MILE NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE WEST ALONG
 RR0214'A TRAIL ROAD, THENCE 4.0 MILES NORTH ALONG A TRAIL ROAD, THENCE 1.0
 RR0214'MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 1.3 MILE WEST ALONG A
 RR0214'GRADED DIRT ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27
 RR0214'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVE LEADING NORTH TO A
 RR0214'FARMHOUSE, 8.0 FEET EAST OF EAST GATE POST, 0.8 FOOT NORTH OF A FENCE
 RR0214'LINE, 1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 RR0214'5-FOOOT CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE--
 RR0214'POLLOCK HAS BEEN MOVED ABOUT 0.8 MI SOUTH.  ORIGINAL SITE IS FLOODED.
 RR0214
 RR0214                          STATION RECOVERY (1967)
 RR0214
 RR0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0819 ***********************************************************************
 TE0819  DESIGNATION -  E 404
 TE0819  PID         -  TE0819
 TE0819  STATE/COUNTY-  ND/RAMSEY
 TE0819  USGS QUAD   -  DERRICK SW (1972)
 TE0819
 TE0819                         *CURRENT SURVEY CONTROL
 TE0819  ___________________________________________________________________
 TE0819* NAD 83(1986)-  48 17 47.     (N)    098 39 37.     (W)     SCALED    
 TE0819* NAVD 88     -       453.106  (meters)    1486.57   (feet)  ADJUSTED  
 TE0819  ___________________________________________________________________
 TE0819  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE0819  DYNAMIC HT  -         453.189 (meters)    1486.84  (feet)  COMP
 TE0819  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TE0819
 TE0819  VERT ORDER  -  SECOND    CLASS 0
 TE0819
 TE0819.The horizontal coordinates were scaled from a topographic map and have
 TE0819.an estimated accuracy of +/- 6 seconds.
 TE0819
 TE0819.The orthometric height was determined by differential leveling
 TE0819.and adjusted by the National Geodetic Survey in June 1991..
 TE0819
 TE0819.The geoid height was determined by GEOID03.
 TE0819
 TE0819.The dynamic height is computed by dividing the NAVD 88
 TE0819.geopotential number by the normal gravity value computed on the
 TE0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0819.degrees latitude (g = 980.6199 gals.).
 TE0819
 TE0819.The modeled gravity was interpolated from observed gravity values.
 TE0819
 TE0819;                    North         East    Units  Estimated Accuracy
 TE0819;SPC ND N     -   145,770.      736,480.      MT  (+/- 180 meters Scaled)
 TE0819
 TE0819                          SUPERSEDED SURVEY CONTROL
 TE0819
 TE0819  NGVD 29 (??/??/92)  452.728  (m)         1485.33   (f) ADJ UNCH    2 0
 TE0819
 TE0819.Superseded values are not recommended for survey control.
 TE0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0819.See file dsdata.txt to determine how the superseded data were derived.
 TE0819
 TE0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU251492(NAD 83)
 TE0819_MARKER: DB = BENCH MARK DISK
 TE0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0819_STAMPING: E 404 1963
 TE0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0819+STABILITY: SURFACE MOTION
 TE0819
 TE0819  HISTORY     - Date     Condition        Report By
 TE0819  HISTORY     - 1963     MONUMENTED       CGS
 TE0819
 TE0819                          STATION DESCRIPTION
 TE0819
 TE0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0819'10.6 MI N FROM ROHRVILLE.
 TE0819'ABOUT 10.6 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE
 TE0819'SOO LINE RAILROAD AT ROHRVILLE, IN S 29, R 62 W, T 156 N, 105 FEET
 TE0819'NORTHEAST OF THE INTERSECTION OF COUNTY ROAD 8 LEADING EAST AND A
 TE0819'GRAVELED ROAD LEADING WEST, 78 FEET EAST OF THE CENTERLINE OF THE ROAD
 TE0819'LEADING NORTH, 75 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TE0819'EAST, 19.5 FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE,
 TE0819'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TE0819'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0588 ***********************************************************************
 TE0588  DESIGNATION -  E 405 RESET
 TE0588  PID         -  TE0588
 TE0588  STATE/COUNTY-  ND/RAMSEY
 TE0588  USGS QUAD   -  LAKOTA NW (1971)
 TE0588
 TE0588                         *CURRENT SURVEY CONTROL
 TE0588  ___________________________________________________________________
 TE0588* NAD 83(1986)-  48 09 06.     (N)    098 26 38.     (W)     SCALED    
 TE0588* NAVD 88     -       458.092  (meters)    1502.92   (feet)  ADJUSTED  
 TE0588  ___________________________________________________________________
 TE0588  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 TE0588  DYNAMIC HT  -         458.172 (meters)    1503.19  (feet)  COMP
 TE0588  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 TE0588
 TE0588  VERT ORDER  -  SECOND    CLASS 0
 TE0588
 TE0588.The horizontal coordinates were scaled from a topographic map and have
 TE0588.an estimated accuracy of +/- 6 seconds.
 TE0588
 TE0588.The orthometric height was determined by differential leveling
 TE0588.and adjusted by the National Geodetic Survey in June 1991..
 TE0588
 TE0588.The geoid height was determined by GEOID03.
 TE0588
 TE0588.The dynamic height is computed by dividing the NAVD 88
 TE0588.geopotential number by the normal gravity value computed on the
 TE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0588.degrees latitude (g = 980.6199 gals.).
 TE0588
 TE0588.The modeled gravity was interpolated from observed gravity values.
 TE0588
 TE0588;                    North         East    Units  Estimated Accuracy
 TE0588;SPC ND N     -   130,090.      752,960.      MT  (+/- 180 meters Scaled)
 TE0588
 TE0588                          SUPERSEDED SURVEY CONTROL
 TE0588
 TE0588  NGVD 29 (??/??/92)  457.71   (m)         1501.7    (f) COMPUTED    2 0
 TE0588
 TE0588.Superseded values are not recommended for survey control.
 TE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0588.See file dsdata.txt to determine how the superseded data were derived.
 TE0588
 TE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU413333(NAD 83)
 TE0588_MARKER: DB = BENCH MARK DISK
 TE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0588_STAMPING: E 405 RESET 1964
 TE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0588+STABILITY: SURFACE MOTION
 TE0588
 TE0588  HISTORY     - Date     Condition        Report By
 TE0588  HISTORY     - 1964     MONUMENTED       CGS
 TE0588
 TE0588                          STATION DESCRIPTION
 TE0588
 TE0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0588'5.5 MI SE FROM SOUTHAM.
 TE0588'ABOUT 0.5 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE SOO LINE RAILROAD
 TE0588'STATION AT SOUTHAM, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, 112
 TE0588'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 TE0588'LEADING NORTH, 81 FEET NORTH OF THE CENTER LINE OF THE ROAD, 79 FEET
 TE0588'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, IN LINE WITH A ROW
 TE0588'OF POWER POLES, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 TE0588'WITH THE ROAD LEADING NORTH, AND SET IN THE TOP OF A CONCRETE POST
 TE0588'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0227 ***********************************************************************
 TE0227  DESIGNATION -  E 406
 TE0227  PID         -  TE0227
 TE0227  STATE/COUNTY-  ND/CAVALIER
 TE0227  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0227
 TE0227                         *CURRENT SURVEY CONTROL
 TE0227  ___________________________________________________________________
 TE0227* NAD 83(1986)-  48 56 59.     (N)    098 28 27.     (W)     SCALED    
 TE0227* NAVD 88     -       475.220  (meters)    1559.12   (feet)  ADJUSTED  
 TE0227  ___________________________________________________________________
 TE0227  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 TE0227  DYNAMIC HT  -         475.336 (meters)    1559.50  (feet)  COMP
 TE0227  MODELED GRAV-     980,838.8   (mgal)                       NAVD 88
 TE0227
 TE0227  VERT ORDER  -  SECOND    CLASS 0
 TE0227
 TE0227.The horizontal coordinates were scaled from a topographic map and have
 TE0227.an estimated accuracy of +/- 6 seconds.
 TE0227
 TE0227.The orthometric height was determined by differential leveling
 TE0227.and adjusted by the National Geodetic Survey in June 1991..
 TE0227
 TE0227.The geoid height was determined by GEOID03.
 TE0227
 TE0227.The dynamic height is computed by dividing the NAVD 88
 TE0227.geopotential number by the normal gravity value computed on the
 TE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0227.degrees latitude (g = 980.6199 gals.).
 TE0227
 TE0227.The modeled gravity was interpolated from observed gravity values.
 TE0227
 TE0227;                    North         East    Units  Estimated Accuracy
 TE0227;SPC ND N     -   218,740.      748,370.      MT  (+/- 180 meters Scaled)
 TE0227
 TE0227                          SUPERSEDED SURVEY CONTROL
 TE0227
 TE0227  NGVD 29 (??/??/92)  474.839  (m)         1557.87   (f) ADJ UNCH    2 0
 TE0227
 TE0227.Superseded values are not recommended for survey control.
 TE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0227.See file dsdata.txt to determine how the superseded data were derived.
 TE0227
 TE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384220(NAD 83)
 TE0227_MARKER: DB = BENCH MARK DISK
 TE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0227_STAMPING: E 406 1964
 TE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0227+STABILITY: SURFACE MOTION
 TE0227
 TE0227  HISTORY     - Date     Condition        Report By
 TE0227  HISTORY     - 1964     MONUMENTED       CGS
 TE0227  HISTORY     - 1968     GOOD             DOD
 TE0227
 TE0227                          STATION DESCRIPTION
 TE0227
 TE0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0227'10.2 MI NE FROM WALES.
 TE0227'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0227'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES
 TE0227'NORTH ALONG A GRAVELED ROAD, IN S 7, R 60 W, T 163 N, 197 FEET EAST OF
 TE0227'THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF A
 TE0227'TRAIL ROAD LEADING EAST, 2 FEET SOUTH OF A FENCE, 1.5 FEET SOUTH OF A
 TE0227'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TE0227'CONCRETE POST PROJECTING 4 INCHES.
 TE0227
 TE0227                          STATION RECOVERY (1968)
 TE0227
 TE0227'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0166 ***********************************************************************
 TE0166  DESIGNATION -  E 407
 TE0166  PID         -  TE0166
 TE0166  STATE/COUNTY-  ND/CAVALIER
 TE0166  USGS QUAD   -  MAIDA (1967)
 TE0166
 TE0166                         *CURRENT SURVEY CONTROL
 TE0166  ___________________________________________________________________
 TE0166* NAD 83(1996)-  48 57 49.98317(N)    098 21 52.70727(W)     ADJUSTED  
 TE0166* NAVD 88     -       481.360  (meters)    1579.26   (feet)  ADJUSTED  
 TE0166  ___________________________________________________________________
 TE0166  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 TE0166  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 TE0166  DYNAMIC HT  -         481.478 (meters)    1579.65  (feet)  COMP
 TE0166  MODELED GRAV-     980,840.8   (mgal)                       NAVD 88
 TE0166
 TE0166  HORZ ORDER  -  SECOND
 TE0166  VERT ORDER  -  SECOND    CLASS 0
 TE0166
 TE0166.The horizontal coordinates were established by classical geodetic methods
 TE0166.and adjusted by the National Geodetic Survey in January 1998..
 TE0166
 TE0166.The orthometric height was determined by differential leveling
 TE0166.and adjusted by the National Geodetic Survey in June 1991..
 TE0166
 TE0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0166
 TE0166.The geoid height was determined by GEOID03.
 TE0166
 TE0166.The dynamic height is computed by dividing the NAVD 88
 TE0166.geopotential number by the normal gravity value computed on the
 TE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0166.degrees latitude (g = 980.6199 gals.).
 TE0166
 TE0166.The modeled gravity was interpolated from observed gravity values.
 TE0166
 TE0166;                    North         East     Units Scale Factor Converg.
 TE0166;SPC ND N     -   220,529.354   756,349.379   MT  1.00005390   +1 35 20.4
 TE0166;SPC ND N     -   723,521.50  2,481,461.22   iFT  1.00005390   +1 35 20.4
 TE0166;UTM  14      - 5,423,635.473   546,505.229   MT  0.99962657   +0 28 45.3
 TE0166
 TE0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0166!SPC ND N     -   0.99992840  x   1.00005390  =   0.99998230
 TE0166!UTM  14      -   0.99992840  x   0.99962657  =   0.99955500
 TE0166
 TE0166                          SUPERSEDED SURVEY CONTROL
 TE0166
 TE0166  NAD 83(1986)-  48 57 49.97597(N)    098 21 52.69504(W) AD(       ) 2
 TE0166  NAD 27      -  48 57 49.97137(N)    098 21 51.28103(W) AD(       ) 2
 TE0166  NGVD 29 (??/??/92)  480.984  (m)         1578.03   (f) ADJ UNCH    2 0
 TE0166
 TE0166.Superseded values are not recommended for survey control.
 TE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0166.See file dsdata.txt to determine how the superseded data were derived.
 TE0166
 TE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4650523635(NAD 83)
 TE0166_MARKER: DB = BENCH MARK DISK
 TE0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0166_STAMPING: E 407 1964
 TE0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0166+STABILITY: SURFACE MOTION
 TE0166
 TE0166  HISTORY     - Date     Condition        Report By
 TE0166  HISTORY     - 1964     MONUMENTED       CGS
 TE0166  HISTORY     - 1969     GOOD             USGS
 TE0166
 TE0166                          STATION DESCRIPTION
 TE0166
 TE0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0166'2.5 MI S FROM MAIDA.
 TE0166'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0166'MAIDA, 77 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTH
 TE0166'OF THE CENTER LINE OF AN EAST-WEST ROAD, 4 1/2 FEET SOUTH OF A POWER
 TE0166'LINE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0166'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 TE0166'ABOVE THE LEVEL OF THE GROUND.  IN SECTION 12, R 60 W, T 163 N.
 TE0166
 TE0166                          STATION RECOVERY (1969)
 TE0166
 TE0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEA)
 TE0166'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE
 TE0166'AT MAIDA, 77 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET
 TE0166'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 4-1/2 FEET SOUTH OF
 TE0166'A POWER LINE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0166'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TE0166'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  A C AND GS
 TE0166'BENCH DISK STAMPED E 407 1964 IN SECTION 12, R 60 W, T 163 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0899 ***********************************************************************
 TE0899  DESIGNATION -  E 408
 TE0899  PID         -  TE0899
 TE0899  STATE/COUNTY-  ND/CAVALIER
 TE0899  USGS QUAD   -  ALSEN (1970)
 TE0899
 TE0899                         *CURRENT SURVEY CONTROL
 TE0899  ___________________________________________________________________
 TE0899* NAD 83(1996)-  48 37 51.94195(N)    098 40 01.80000(W)     ADJUSTED  
 TE0899* NAVD 88     -       481.025  (meters)    1578.16   (feet)  ADJUSTED  
 TE0899  ___________________________________________________________________
 TE0899  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 TE0899  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0899  DYNAMIC HT  -         481.126 (meters)    1578.49  (feet)  COMP
 TE0899  MODELED GRAV-     980,804.5   (mgal)                       NAVD 88
 TE0899
 TE0899  HORZ ORDER  -  SECOND
 TE0899  VERT ORDER  -  SECOND    CLASS 0
 TE0899
 TE0899.The horizontal coordinates were established by classical geodetic methods
 TE0899.and adjusted by the National Geodetic Survey in January 1998..
 TE0899
 TE0899.The orthometric height was determined by differential leveling
 TE0899.and adjusted by the National Geodetic Survey in June 1991..
 TE0899
 TE0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0899
 TE0899.The geoid height was determined by GEOID03.
 TE0899
 TE0899.The dynamic height is computed by dividing the NAVD 88
 TE0899.geopotential number by the normal gravity value computed on the
 TE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0899.degrees latitude (g = 980.6199 gals.).
 TE0899
 TE0899.The modeled gravity was interpolated from observed gravity values.
 TE0899
 TE0899;                    North         East     Units Scale Factor Converg.
 TE0899;SPC ND N     -   182,960.393   735,084.074   MT  0.99998134   +1 21 49.9
 TE0899;SPC ND N     -   600,263.76  2,411,693.16   iFT  0.99998134   +1 21 49.9
 TE0899;UTM  14      - 5,386,501.136   524,523.534   MT  0.99960739   +0 14 59.2
 TE0899
 TE0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0899!SPC ND N     -   0.99992841  x   0.99998134  =   0.99990975
 TE0899!UTM  14      -   0.99992841  x   0.99960739  =   0.99953583
 TE0899
 TE0899                          SUPERSEDED SURVEY CONTROL
 TE0899
 TE0899  NAD 83(1986)-  48 37 51.93843(N)    098 40 01.79029(W) AD(       ) 2
 TE0899  NAD 27      -  48 37 51.91226(N)    098 40 00.33695(W) AD(       ) 2
 TE0899  NGVD 29 (??/??/92)  480.635  (m)         1576.88   (f) ADJ UNCH    2 0
 TE0899
 TE0899.Superseded values are not recommended for survey control.
 TE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0899.See file dsdata.txt to determine how the superseded data were derived.
 TE0899
 TE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2452486501(NAD 83)
 TE0899_MARKER: DB = BENCH MARK DISK
 TE0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0899_STAMPING: E 408 1964
 TE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0899+STABILITY: SURFACE MOTION
 TE0899
 TE0899  HISTORY     - Date     Condition        Report By
 TE0899  HISTORY     - 1964     MONUMENTED       CGS
 TE0899  HISTORY     - 1969     GOOD             USGS
 TE0899
 TE0899                          STATION DESCRIPTION
 TE0899
 TE0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0899'1.8 MI E FROM ALSEN.
 TE0899'ABOUT 1.8 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0899'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT ALSEN,
 TE0899'IN S 32, R 62 W, T 160 N, 142 FEET NORTH OF THE CENTER LINE OF THE
 TE0899'ROAD, 143 FEET WEST OF THE CENTER LINE OF A FIELD ENTRANCE ROAD, 45
 TE0899'FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A FENCE, 1.3 FEET WEST
 TE0899'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND
 TE0899'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0899
 TE0899                          STATION RECOVERY (1969)
 TE0899
 TE0899'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE0899'STATION IS LOCATED ABOUT 1.8 MILES E ALONG CAVALIER COUNTY ROAD 66
 TE0899'FROM THE RAILROAD STATION IN ALSEN, IN SEC 32, R62W, T160N, 142 FEET
 TE0899'N OF THE CENTER LINE OF THE ROAD, 143 FEET W OF THE CENTER LINE OF
 TE0899'A FIELD ENTRANCE ROAD, 45 FEET N OF THE NORTH RAIL, 3 FEET S OF A
 TE0899'FENCE, 1.3 FEET W OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0899'LEVEL OF THE ROAD AND THE TRACK.  THE MARK IS A NGS BENCH MARK
 TE0899'DISK STAMPED E 408 1964, SET IN TOP OF A CONCRETE POST PROJECTING 5
 TE0899'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0419 ***********************************************************************
 TD0419  DESIGNATION -  E 409
 TD0419  PID         -  TD0419
 TD0419  STATE/COUNTY-  ND/WALSH
 TD0419  USGS QUAD   -  PARK RIVER (1963)
 TD0419
 TD0419                         *CURRENT SURVEY CONTROL
 TD0419  ___________________________________________________________________
 TD0419* NAD 83(1986)-  48 26 30.     (N)    097 43 53.     (W)     SCALED    
 TD0419* NAVD 88     -       291.112  (meters)     955.09   (feet)  ADJUSTED  
 TD0419  ___________________________________________________________________
 TD0419  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 TD0419  DYNAMIC HT  -         291.179 (meters)     955.31  (feet)  COMP
 TD0419  MODELED GRAV-     980,831.3   (mgal)                       NAVD 88
 TD0419
 TD0419  VERT ORDER  -  SECOND    CLASS 0
 TD0419
 TD0419.The horizontal coordinates were scaled from a topographic map and have
 TD0419.an estimated accuracy of +/- 6 seconds.
 TD0419
 TD0419.The orthometric height was determined by differential leveling
 TD0419.and adjusted by the National Geodetic Survey in June 1991..
 TD0419
 TD0419.The geoid height was determined by GEOID03.
 TD0419
 TD0419.The dynamic height is computed by dividing the NAVD 88
 TD0419.geopotential number by the normal gravity value computed on the
 TD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0419.degrees latitude (g = 980.6199 gals.).
 TD0419
 TD0419.The modeled gravity was interpolated from observed gravity values.
 TD0419
 TD0419;                    North         East    Units  Estimated Accuracy
 TD0419;SPC ND N     -   163,970.      804,790.      MT  (+/- 180 meters Scaled)
 TD0419
 TD0419                          SUPERSEDED SURVEY CONTROL
 TD0419
 TD0419  NGVD 29 (??/??/92)  290.768  (m)          953.96   (f) ADJ UNCH    2 0
 TD0419
 TD0419.Superseded values are not recommended for survey control.
 TD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0419.See file dsdata.txt to determine how the superseded data were derived.
 TD0419
 TD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU938661(NAD 83)
 TD0419_MARKER: DB = BENCH MARK DISK
 TD0419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0419_SP_SET: 15.5 FT
 TD0419_STAMPING: E 409 1964
 TD0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0419
 TD0419  HISTORY     - Date     Condition        Report By
 TD0419  HISTORY     - 1964     MONUMENTED       CGS
 TD0419
 TD0419                          STATION DESCRIPTION
 TD0419
 TD0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0419'3.9 MI N FROM PARK RIVER.
 TD0419'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0419'STATION AT PARK RIVER, THENCE 3.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0419'12, 74 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF COUNTY ROAD
 TD0419'11, 56 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 55 FEET
 TD0419'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 33 FEET SOUTHEAST
 TD0419'OF THE EAST END OF A 36-INCH PIPE CULVERT UNDER THE ROAD LEADING
 TD0419'NORTH, 1 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 TD0419'FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 TD0419'LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TD0419'THAT IS DRIVEN TO A DEPTH OF 15 1/2 FEET AND IS ENCASED IN A 5-INCH
 TD0419'TILE PROJECTING 8 INCHES, IN S 3, R 55 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0357 ***********************************************************************
 RQ0357  DESIGNATION -  E 41
 RQ0357  PID         -  RQ0357
 RQ0357  STATE/COUNTY-  ND/MCINTOSH
 RQ0357  USGS QUAD   -  MAY LAKE (1982)
 RQ0357
 RQ0357                         *CURRENT SURVEY CONTROL
 RQ0357  ___________________________________________________________________
 RQ0357* NAD 83(1986)-  46 12 01.     (N)    099 30 28.     (W)     SCALED    
 RQ0357* NAVD 88     -       615.733  (meters)    2020.12   (feet)  ADJUSTED  
 RQ0357  ___________________________________________________________________
 RQ0357  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RQ0357  DYNAMIC HT  -         615.696 (meters)    2020.00  (feet)  COMP
 RQ0357  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 RQ0357
 RQ0357  VERT ORDER  -  SECOND    CLASS 0
 RQ0357
 RQ0357.The horizontal coordinates were scaled from a topographic map and have
 RQ0357.an estimated accuracy of +/- 6 seconds.
 RQ0357
 RQ0357.The orthometric height was determined by differential leveling
 RQ0357.and adjusted by the National Geodetic Survey in June 1991..
 RQ0357
 RQ0357.The geoid height was determined by GEOID03.
 RQ0357
 RQ0357.The dynamic height is computed by dividing the NAVD 88
 RQ0357.geopotential number by the normal gravity value computed on the
 RQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0357.degrees latitude (g = 980.6199 gals.).
 RQ0357
 RQ0357.The modeled gravity was interpolated from observed gravity values.
 RQ0357
 RQ0357;                    North         East    Units  Estimated Accuracy
 RQ0357;SPC ND S     -    59,800.      676,580.      MT  (+/- 180 meters Scaled)
 RQ0357
 RQ0357                          SUPERSEDED SURVEY CONTROL
 RQ0357
 RQ0357  NGVD 29 (??/??/92)  615.288  (m)         2018.66   (f) ADJ UNCH    2 0
 RQ0357
 RQ0357.Superseded values are not recommended for survey control.
 RQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0357.See file dsdata.txt to determine how the superseded data were derived.
 RQ0357
 RQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS608164(NAD 83)
 RQ0357_MARKER: DB = BENCH MARK DISK
 RQ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0357_STAMPING: E-41 1934
 RQ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0357+STABILITY: SURFACE MOTION
 RQ0357
 RQ0357  HISTORY     - Date     Condition        Report By
 RQ0357  HISTORY     - 1934     MONUMENTED       CGS
 RQ0357  HISTORY     - 1959     GOOD             NGS
 RQ0357
 RQ0357                          STATION DESCRIPTION
 RQ0357
 RQ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0357'4.5 MI NW FROM DANZIG.
 RQ0357'4.5 MILES NORTHWEST OF DEPOT AT ALONG THE SOO LINE RAILROAD AT RAIL
 RQ0357'REST AND MILEPOLE NO.347.  SET IN POST, AT RAIL LEVEL, 4 FEET
 RQ0357'NORTHWEST OF POLE AND 40 FEET NORTHEAST OF CENTERLINE OF TRACK.
 RQ0357
 RQ0357                          STATION RECOVERY (1959)
 RQ0357
 RQ0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0385 ***********************************************************************
 TD0385  DESIGNATION -  E 410
 TD0385  PID         -  TD0385
 TD0385  STATE/COUNTY-  ND/WALSH
 TD0385  USGS QUAD   -  EDINBURG (1978)
 TD0385
 TD0385                         *CURRENT SURVEY CONTROL
 TD0385  ___________________________________________________________________
 TD0385* NAD 83(1986)-  48 26 15.     (N)    097 46 46.     (W)     SCALED    
 TD0385* NAVD 88     -       331.481  (meters)    1087.53   (feet)  ADJUSTED  
 TD0385  ___________________________________________________________________
 TD0385  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 TD0385  DYNAMIC HT  -         331.555 (meters)    1087.78  (feet)  COMP
 TD0385  MODELED GRAV-     980,825.6   (mgal)                       NAVD 88
 TD0385
 TD0385  VERT ORDER  -  SECOND    CLASS 0
 TD0385
 TD0385.The horizontal coordinates were scaled from a topographic map and have
 TD0385.an estimated accuracy of +/- 6 seconds.
 TD0385
 TD0385.The orthometric height was determined by differential leveling
 TD0385.and adjusted by the National Geodetic Survey in June 1991..
 TD0385
 TD0385.The geoid height was determined by GEOID03.
 TD0385
 TD0385.The dynamic height is computed by dividing the NAVD 88
 TD0385.geopotential number by the normal gravity value computed on the
 TD0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0385.degrees latitude (g = 980.6199 gals.).
 TD0385
 TD0385.The modeled gravity was interpolated from observed gravity values.
 TD0385
 TD0385;                    North         East    Units  Estimated Accuracy
 TD0385;SPC ND N     -   163,380.      801,250.      MT  (+/- 180 meters Scaled)
 TD0385
 TD0385                          SUPERSEDED SURVEY CONTROL
 TD0385
 TD0385  NGVD 29 (??/??/92)  331.125  (m)         1086.37   (f) ADJ UNCH    2 0
 TD0385
 TD0385.Superseded values are not recommended for survey control.
 TD0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0385.See file dsdata.txt to determine how the superseded data were derived.
 TD0385
 TD0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU902656(NAD 83)
 TD0385_MARKER: DB = BENCH MARK DISK
 TD0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0385_STAMPING: E 410 1964
 TD0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0385+STABILITY: SURFACE MOTION
 TD0385
 TD0385  HISTORY     - Date     Condition        Report By
 TD0385  HISTORY     - 1964     MONUMENTED       CGS
 TD0385
 TD0385                          STATION DESCRIPTION
 TD0385
 TD0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0385'3.7 MI NW FROM PARK RIVER.
 TD0385'ABOUT 3.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0385'STATION AT PARK RIVER, IN S 7, R 55 W, T 157 N, ABOUT 0.25 MILE
 TD0385'NORTHWEST OF THE CROSSING OF A NORTH-SOUTH GRAVELED ROAD, ABOUT 0.2
 TD0385'MILE SOUTHEAST OF THE CROSSING OF AN EAST-WEST GRAVELED ROAD, ABOUT
 TD0385'0.1 MILE SOUTHEAST OF MILEPOST 38, 40 FEET SOUTHWEST OF THE SOUTHWEST
 TD0385'RAIL, 3 FEET SOUTHEAST OF THE FOURTH POLE SOUTHEAST OF THE MILEPOST
 TD0385'AND IN LINE WITH A ROW OF POLES, 1.9 FEET NORTHWEST OF A METAL WITNESS
 TD0385'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TD0385'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0505 ***********************************************************************
 TE0505  DESIGNATION -  E 411
 TE0505  PID         -  TE0505
 TE0505  STATE/COUNTY-  ND/WALSH
 TE0505  USGS QUAD   -  ADAMS (1972)
 TE0505
 TE0505                         *CURRENT SURVEY CONTROL
 TE0505  ___________________________________________________________________
 TE0505* NAD 83(1986)-  48 24 04.     (N)    098 00 49.     (W)     SCALED    
 TE0505* NAVD 88     -       464.554  (meters)    1524.12   (feet)  ADJUSTED  
 TE0505  ___________________________________________________________________
 TE0505  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 TE0505  DYNAMIC HT  -         464.643 (meters)    1524.42  (feet)  COMP
 TE0505  MODELED GRAV-     980,788.6   (mgal)                       NAVD 88
 TE0505
 TE0505  VERT ORDER  -  SECOND    CLASS 0
 TE0505
 TE0505.The horizontal coordinates were scaled from a topographic map and have
 TE0505.an estimated accuracy of +/- 6 seconds.
 TE0505
 TE0505.The orthometric height was determined by differential leveling
 TE0505.and adjusted by the National Geodetic Survey in June 1991..
 TE0505
 TE0505.The geoid height was determined by GEOID03.
 TE0505
 TE0505.The dynamic height is computed by dividing the NAVD 88
 TE0505.geopotential number by the normal gravity value computed on the
 TE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0505.degrees latitude (g = 980.6199 gals.).
 TE0505
 TE0505.The modeled gravity was interpolated from observed gravity values.
 TE0505
 TE0505;                    North         East    Units  Estimated Accuracy
 TE0505;SPC ND N     -   158,750.      784,060.      MT  (+/- 180 meters Scaled)
 TE0505
 TE0505                          SUPERSEDED SURVEY CONTROL
 TE0505
 TE0505  NGVD 29 (??/??/92)  464.175  (m)         1522.88   (f) ADJ UNCH    2 0
 TE0505
 TE0505.Superseded values are not recommended for survey control.
 TE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0505.See file dsdata.txt to determine how the superseded data were derived.
 TE0505
 TE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU730613(NAD 83)
 TE0505_MARKER: DB = BENCH MARK DISK
 TE0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0505_STAMPING: E 411 1964
 TE0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0505+STABILITY: SURFACE MOTION
 TE0505
 TE0505  HISTORY     - Date     Condition        Report By
 TE0505  HISTORY     - 1964     MONUMENTED       CGS
 TE0505
 TE0505                          STATION DESCRIPTION
 TE0505
 TE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0505'3.0 MI E FROM ADAMS.
 TE0505'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0505'SOO LINE RAILROAD AT ADAMS, IN S 21, R 57 W, T 157 N, ABOUT 110 YARDS
 TE0505'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TE0505'SOUTH, ON THE OUTSIDE OF A LONG CURVE AND 54 FEET SOUTHWEST OF THE
 TE0505'CENTER LINE OF THE HIGHWAY, 65 FEET EAST OF THE CENTER LINE OF THE
 TE0505'ROAD, 36 FEET NORTH OF THE CENTER LINE OF A ROAD BETWEEN THE HIGHWAY
 TE0505'AND THE ROAD LEADING SOUTH, 2 1/2 FEET SOUTHWEST OF A POWER POLE, 1.8
 TE0505'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0505'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE0505'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0048 ***********************************************************************
 TE0048  DESIGNATION -  E 413
 TE0048  PID         -  TE0048
 TE0048  STATE/COUNTY-  ND/CAVALIER
 TE0048  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0048
 TE0048                         *CURRENT SURVEY CONTROL
 TE0048  ___________________________________________________________________
 TE0048* NAD 83(1986)-  48 36 58.     (N)    098 01 17.     (W)     SCALED    
 TE0048* NAVD 88     -       480.790  (meters)    1577.39   (feet)  ADJUSTED  
 TE0048  ___________________________________________________________________
 TE0048  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 TE0048  DYNAMIC HT  -         480.887 (meters)    1577.71  (feet)  COMP
 TE0048  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 TE0048
 TE0048  VERT ORDER  -  SECOND    CLASS 0
 TE0048
 TE0048.The horizontal coordinates were scaled from a topographic map and have
 TE0048.an estimated accuracy of +/- 6 seconds.
 TE0048
 TE0048.The orthometric height was determined by differential leveling
 TE0048.and adjusted by the National Geodetic Survey in June 1991..
 TE0048
 TE0048.The geoid height was determined by GEOID03.
 TE0048
 TE0048.The dynamic height is computed by dividing the NAVD 88
 TE0048.geopotential number by the normal gravity value computed on the
 TE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0048.degrees latitude (g = 980.6199 gals.).
 TE0048
 TE0048.The modeled gravity was interpolated from observed gravity values.
 TE0048
 TE0048;                    North         East    Units  Estimated Accuracy
 TE0048;SPC ND N     -   182,630.      782,720.      MT  (+/- 180 meters Scaled)
 TE0048
 TE0048                          SUPERSEDED SURVEY CONTROL
 TE0048
 TE0048  NGVD 29 (??/??/92)  480.412  (m)         1576.15   (f) ADJ UNCH    2 0
 TE0048
 TE0048.Superseded values are not recommended for survey control.
 TE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0048.See file dsdata.txt to determine how the superseded data were derived.
 TE0048
 TE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU721852(NAD 83)
 TE0048_MARKER: DB = BENCH MARK DISK
 TE0048_SETTING: 80 = SET IN A BOULDER
 TE0048_SP_SET: BOULDER
 TE0048_STAMPING: E 413 1964
 TE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0048+STABILITY: SURFACE MOTION
 TE0048
 TE0048  HISTORY     - Date     Condition        Report By
 TE0048  HISTORY     - 1964     MONUMENTED       CGS
 TE0048  HISTORY     - 1967     GOOD             NGS
 TE0048
 TE0048                          STATION DESCRIPTION
 TE0048
 TE0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0048'1.15 MI SE FROM MILTON.
 TE0048'ABOUT 1.15 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0048'STATION AT MILTON, IN S 8, R 57 W, T 159 N, 2 POLES SOUTHEAST OF
 TE0048'MILEPOST 55, 25 FEET NORTHEAST OF THE NORTHEAST RAIL, 27 FEET
 TE0048'SOUTHWEST OF A FENCE, 21 FEET NORTHWEST OF A ONE MILE SIGN, 9.0 FEET
 TE0048'SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A GRANITE
 TE0048'BOULDER, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND PROJECTING 6
 TE0048'INCHES.
 TE0048
 TE0048                          STATION RECOVERY (1967)
 TE0048
 TE0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TE0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0299 ***********************************************************************
 TE0299  DESIGNATION -  E 414
 TE0299  PID         -  TE0299
 TE0299  STATE/COUNTY-  ND/CAVALIER
 TE0299  USGS QUAD   -  NEKOMA (1972)
 TE0299
 TE0299                         *CURRENT SURVEY CONTROL
 TE0299  ___________________________________________________________________
 TE0299* NAD 83(1986)-  48 34 22.     (N)    098 17 49.     (W)     SCALED    
 TE0299* NAVD 88     -       504.748  (meters)    1655.99   (feet)  ADJUSTED  
 TE0299  ___________________________________________________________________
 TE0299  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 TE0299  DYNAMIC HT  -         504.847 (meters)    1656.32  (feet)  COMP
 TE0299  MODELED GRAV-     980,791.7   (mgal)                       NAVD 88
 TE0299
 TE0299  VERT ORDER  -  SECOND    CLASS 0
 TE0299
 TE0299.The horizontal coordinates were scaled from a topographic map and have
 TE0299.an estimated accuracy of +/- 6 seconds.
 TE0299
 TE0299.The orthometric height was determined by differential leveling
 TE0299.and adjusted by the National Geodetic Survey in June 1991..
 TE0299
 TE0299.The geoid height was determined by GEOID03.
 TE0299
 TE0299.The dynamic height is computed by dividing the NAVD 88
 TE0299.geopotential number by the normal gravity value computed on the
 TE0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0299.degrees latitude (g = 980.6199 gals.).
 TE0299
 TE0299.The modeled gravity was interpolated from observed gravity values.
 TE0299
 TE0299;                    North         East    Units  Estimated Accuracy
 TE0299;SPC ND N     -   177,190.      762,550.      MT  (+/- 180 meters Scaled)
 TE0299
 TE0299                          SUPERSEDED SURVEY CONTROL
 TE0299
 TE0299  NGVD 29 (??/??/92)  504.361  (m)         1654.72   (f) ADJ UNCH    2 0
 TE0299
 TE0299.Superseded values are not recommended for survey control.
 TE0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0299.See file dsdata.txt to determine how the superseded data were derived.
 TE0299
 TE0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU518802(NAD 83)
 TE0299_MARKER: DB = BENCH MARK DISK
 TE0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0299_STAMPING: E 414 1964
 TE0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0299+STABILITY: SURFACE MOTION
 TE0299
 TE0299  HISTORY     - Date     Condition        Report By
 TE0299  HISTORY     - 1964     MONUMENTED       CGS
 TE0299  HISTORY     - 1968     GOOD             DOD
 TE0299
 TE0299                          STATION DESCRIPTION
 TE0299
 TE0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0299'9.0 MI NW FROM FAIRDALE.
 TE0299'ABOUT 3.0 MILES WEST ALONG WALSH COUNTY ROAD 9 FROM THE INTERSECTION
 TE0299'OF WALSH COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 6.0 MILES NORTH
 TE0299'ALONG A SECTION LINE ROAD, IN S 20, T 159 N, R 59 W, 73 FEET EAST OF
 TE0299'THE CENTER LINE OF THE ROAD, 81 FEET NORTH OF THE CENTER LINE OF AN
 TE0299'EAST-WEST ROAD, 2 FEET SOUTH OF A TELEPHONE POLE, 1.2 FEET NORTH OF A
 TE0299'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TE0299'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TE0299
 TE0299                          STATION RECOVERY (1968)
 TE0299
 TE0299'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0321 ***********************************************************************
 TE0321  DESIGNATION -  E 415
 TE0321  PID         -  TE0321
 TE0321  STATE/COUNTY-  ND/CAVALIER
 TE0321  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0321
 TE0321                         *CURRENT SURVEY CONTROL
 TE0321  ___________________________________________________________________
 TE0321* NAD 83(1986)-  48 32 35.     (N)    098 02 12.     (W)     SCALED    
 TE0321* NAVD 88     -       477.256  (meters)    1565.80   (feet)  ADJUSTED  
 TE0321  ___________________________________________________________________
 TE0321  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 TE0321  DYNAMIC HT  -         477.349 (meters)    1566.10  (feet)  COMP
 TE0321  MODELED GRAV-     980,789.6   (mgal)                       NAVD 88
 TE0321
 TE0321  VERT ORDER  -  SECOND    CLASS 0
 TE0321
 TE0321.The horizontal coordinates were scaled from a topographic map and have
 TE0321.an estimated accuracy of +/- 6 seconds.
 TE0321
 TE0321.The orthometric height was determined by differential leveling
 TE0321.and adjusted by the National Geodetic Survey in June 1991..
 TE0321
 TE0321.The geoid height was determined by GEOID03.
 TE0321
 TE0321.The dynamic height is computed by dividing the NAVD 88
 TE0321.geopotential number by the normal gravity value computed on the
 TE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0321.degrees latitude (g = 980.6199 gals.).
 TE0321
 TE0321.The modeled gravity was interpolated from observed gravity values.
 TE0321
 TE0321;                    North         East    Units  Estimated Accuracy
 TE0321;SPC ND N     -   174,470.      781,850.      MT  (+/- 180 meters Scaled)
 TE0321
 TE0321                          SUPERSEDED SURVEY CONTROL
 TE0321
 TE0321  NGVD 29 (??/??/92)  476.875  (m)         1564.55   (f) ADJ UNCH    2 0
 TE0321
 TE0321.Superseded values are not recommended for survey control.
 TE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0321.See file dsdata.txt to determine how the superseded data were derived.
 TE0321
 TE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU711771(NAD 83)
 TE0321_MARKER: DB = BENCH MARK DISK
 TE0321_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0321_SP_SET: 9 1/2 FEET
 TE0321_STAMPING: E 415 1964
 TE0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0321
 TE0321  HISTORY     - Date     Condition        Report By
 TE0321  HISTORY     - 1964     MONUMENTED       CGS
 TE0321  HISTORY     - 1968     GOOD             DOD
 TE0321
 TE0321                          STATION DESCRIPTION
 TE0321
 TE0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0321'9.5 MI NW FROM EDINBURG.
 TE0321'ABOUT 4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0321'STATION AT EDINBURG, THENCE 4.7 MILES WEST ALONG WALSH COUNTY LINE, AT
 TE0321'THE SOUTHEAST CORNER OF THE STEFANUS MANICHED CEMETERY, 50 FEET NORTH
 TE0321'OF THE CENTER LINE OF THE ROAD, 175 FEET WEST OF THE CENTER LINE OF A
 TE0321'NORTH-SOUTH ROAD, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 TE0321'CHURCH, 1.4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE AROUND
 TE0321'THE CEMETERY, 0.5 FOOT SOUTH OF A FENCE, ABOUT 4 FEET BELOW THE LEVEL
 TE0321'OF THE GROUND, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 TE0321'IS DRIVEN TO A DEPTH OF 9 1/2 FEET AND WHICH IS ENCASED IN A 4-INCH
 TE0321'CAST IRON PIPE THAT IS PROJECTING 4 INCHES.
 TE0321
 TE0321                          STATION RECOVERY (1968)
 TE0321
 TE0321'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0426 ***********************************************************************
 TD0426  DESIGNATION -  E 416
 TD0426  PID         -  TD0426
 TD0426  STATE/COUNTY-  ND/WALSH
 TD0426  USGS QUAD   -  EDINBURG NW (1972)
 TD0426
 TD0426                         *CURRENT SURVEY CONTROL
 TD0426  ___________________________________________________________________
 TD0426* NAD 83(1986)-  48 29 07.     (N)    097 58 13.     (W)     SCALED    
 TD0426* NAVD 88     -       438.000  (meters)    1437.01   (feet)  ADJUSTED  
 TD0426  ___________________________________________________________________
 TD0426  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 TD0426  DYNAMIC HT  -         438.087 (meters)    1437.29  (feet)  COMP
 TD0426  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TD0426
 TD0426  VERT ORDER  -  SECOND    CLASS 0
 TD0426
 TD0426.The horizontal coordinates were scaled from a topographic map and have
 TD0426.an estimated accuracy of +/- 6 seconds.
 TD0426
 TD0426.The orthometric height was determined by differential leveling
 TD0426.and adjusted by the National Geodetic Survey in June 1991..
 TD0426
 TD0426.The geoid height was determined by GEOID03.
 TD0426
 TD0426.The dynamic height is computed by dividing the NAVD 88
 TD0426.geopotential number by the normal gravity value computed on the
 TD0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0426.degrees latitude (g = 980.6199 gals.).
 TD0426
 TD0426.The modeled gravity was interpolated from observed gravity values.
 TD0426
 TD0426;                    North         East    Units  Estimated Accuracy
 TD0426;SPC ND N     -   168,210.      786,960.      MT  (+/- 180 meters Scaled)
 TD0426
 TD0426                          SUPERSEDED SURVEY CONTROL
 TD0426
 TD0426  NGVD 29 (??/??/92)  437.617  (m)         1435.75   (f) ADJ UNCH    2 0
 TD0426
 TD0426.Superseded values are not recommended for survey control.
 TD0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0426.See file dsdata.txt to determine how the superseded data were derived.
 TD0426
 TD0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU760707(NAD 83)
 TD0426_MARKER: DB = BENCH MARK DISK
 TD0426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0426_SP_SET: 15 FT
 TD0426_STAMPING: E 416 1964
 TD0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0426
 TD0426  HISTORY     - Date     Condition        Report By
 TD0426  HISTORY     - 1964     MONUMENTED       CGS
 TD0426
 TD0426                          STATION DESCRIPTION
 TD0426
 TD0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0426'5.6 MI SW FROM EDINBURG.
 TD0426'ABOUT 5.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0426'EDINBURG, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 23,
 TD0426'T 158 N, R 57 W, AT A JUNCTION OF THE GRAVELED ROAD AND A ROAD LEADING
 TD0426'EAST, 43 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 51 FEET
 TD0426'NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 1/2 FOOT EAST OF A
 TD0426'POWER POLE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TD0426'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TD0426'THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 4-INCH METAL
 TD0426'PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0436 ***********************************************************************
 TE0436  DESIGNATION -  E 417
 TE0436  PID         -  TE0436
 TE0436  STATE/COUNTY-  ND/WALSH
 TE0436  USGS QUAD   -  ADAMS (1972)
 TE0436
 TE0436                         *CURRENT SURVEY CONTROL
 TE0436  ___________________________________________________________________
 TE0436* NAD 83(1986)-  48 29 08.     (N)    098 06 03.     (W)     SCALED    
 TE0436* NAVD 88     -       484.863  (meters)    1590.75   (feet)  ADJUSTED  
 TE0436  ___________________________________________________________________
 TE0436  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TE0436  DYNAMIC HT  -         484.955 (meters)    1591.06  (feet)  COMP
 TE0436  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TE0436
 TE0436  VERT ORDER  -  SECOND    CLASS 0
 TE0436
 TE0436.The horizontal coordinates were scaled from a topographic map and have
 TE0436.an estimated accuracy of +/- 6 seconds.
 TE0436
 TE0436.The orthometric height was determined by differential leveling
 TE0436.and adjusted by the National Geodetic Survey in June 1991..
 TE0436
 TE0436.The geoid height was determined by GEOID03.
 TE0436
 TE0436.The dynamic height is computed by dividing the NAVD 88
 TE0436.geopotential number by the normal gravity value computed on the
 TE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0436.degrees latitude (g = 980.6199 gals.).
 TE0436
 TE0436.The modeled gravity was interpolated from observed gravity values.
 TE0436
 TE0436;                    North         East    Units  Estimated Accuracy
 TE0436;SPC ND N     -   167,930.      777,320.      MT  (+/- 180 meters Scaled)
 TE0436
 TE0436                          SUPERSEDED SURVEY CONTROL
 TE0436
 TE0436  NGVD 29 (??/??/92)  484.480  (m)         1589.50   (f) ADJ UNCH    2 0
 TE0436
 TE0436.Superseded values are not recommended for survey control.
 TE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0436.See file dsdata.txt to determine how the superseded data were derived.
 TE0436
 TE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU664706(NAD 83)
 TE0436_MARKER: DB = BENCH MARK DISK
 TE0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0436_STAMPING: E 417 1964
 TE0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0436+STABILITY: SURFACE MOTION
 TE0436
 TE0436  HISTORY     - Date     Condition        Report By
 TE0436  HISTORY     - 1964     MONUMENTED       CGS
 TE0436
 TE0436                          STATION DESCRIPTION
 TE0436
 TE0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0436'6.0 MI E FROM FAIRDALE.
 TE0436'ABOUT 6.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0436'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 22, T 158 N, R 58 W, 92
 TE0436'FEET NORTHWEST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A
 TE0436'GRAVELED ROAD, 56 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 72
 TE0436'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET
 TE0436'NORTHEAST OF A POWER POLE, 1.6 FEET WEST OF A METAL WITNESS POST,
 TE0436'ABOUT 4 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 TE0436'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0475 ***********************************************************************
 TD0475  DESIGNATION -  E 418
 TD0475  PID         -  TD0475
 TD0475  STATE/COUNTY-  ND/WALSH
 TD0475  USGS QUAD   -  VESELEYVILLE (1963)
 TD0475
 TD0475                         *CURRENT SURVEY CONTROL
 TD0475  ___________________________________________________________________
 TD0475* NAD 83(1986)-  48 20 32.     (N)    097 37 18.     (W)     SCALED    
 TD0475* NAVD 88     -       276.337  (meters)     906.62   (feet)  ADJUSTED  
 TD0475  ___________________________________________________________________
 TD0475  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 TD0475  DYNAMIC HT  -         276.405 (meters)     906.84  (feet)  COMP
 TD0475  MODELED GRAV-     980,847.5   (mgal)                       NAVD 88
 TD0475
 TD0475  VERT ORDER  -  SECOND    CLASS 0
 TD0475
 TD0475.The horizontal coordinates were scaled from a topographic map and have
 TD0475.an estimated accuracy of +/- 6 seconds.
 TD0475
 TD0475.The orthometric height was determined by differential leveling
 TD0475.and adjusted by the National Geodetic Survey in June 1991..
 TD0475
 TD0475.The geoid height was determined by GEOID03.
 TD0475
 TD0475.The dynamic height is computed by dividing the NAVD 88
 TD0475.geopotential number by the normal gravity value computed on the
 TD0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0475.degrees latitude (g = 980.6199 gals.).
 TD0475
 TD0475.The modeled gravity was interpolated from observed gravity values.
 TD0475
 TD0475;                    North         East    Units  Estimated Accuracy
 TD0475;SPC ND N     -   153,220.      813,310.      MT  (+/- 180 meters Scaled)
 TD0475
 TD0475                          SUPERSEDED SURVEY CONTROL
 TD0475
 TD0475  NGVD 29 (??/??/92)  276.008  (m)          905.54   (f) ADJ UNCH    2 0
 TD0475
 TD0475.Superseded values are not recommended for survey control.
 TD0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0475.See file dsdata.txt to determine how the superseded data were derived.
 TD0475
 TD0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU021552(NAD 83)
 TD0475_MARKER: DB = BENCH MARK DISK
 TD0475_SETTING: 66 = SET IN ROCK OUTCROP
 TD0475_SP_SET: ROCK
 TD0475_STAMPING: E 418 1964
 TD0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TD0475+STABILITY: POSITION/ELEVATION WELL
 TD0475
 TD0475  HISTORY     - Date     Condition        Report By
 TD0475  HISTORY     - 1964     MONUMENTED       CGS
 TD0475
 TD0475                          STATION DESCRIPTION
 TD0475
 TD0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0475'6.0 MI NE FROM PISEK.
 TD0475'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0475'THENCE 2.2 MILES NORTH ALONG STATE HIGHWAY 18, IN S 8, T 156 N, R 54
 TD0475'W, ABOUT 0.2 MILE NORTH OF A GRAVELED ROAD INTERSECTION, 70 FEET EAST
 TD0475'OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE THIRD
 TD0475'POWER POLE NORTH OF THE ROAD INTERSECTION, SET IN THE TOP OF A FLAT
 TD0475'GRANITE ROCK WHICH IS ABOUT 3 FEET LONG, 2 FEET WIDE AND IS FLUSH WITH
 TD0475'THE GROUND, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0533 ***********************************************************************
 TD0533  DESIGNATION -  E 419
 TD0533  PID         -  TD0533
 TD0533  STATE/COUNTY-  ND/WALSH
 TD0533  USGS QUAD   -  FORDVILLE (1979)
 TD0533
 TD0533                         *CURRENT SURVEY CONTROL
 TD0533  ___________________________________________________________________
 TD0533* NAD 83(1986)-  48 13 26.     (N)    097 46 24.     (W)     SCALED    
 TD0533* NAVD 88     -       349.827  (meters)    1147.72   (feet)  ADJUSTED  
 TD0533  ___________________________________________________________________
 TD0533  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 TD0533  DYNAMIC HT  -         349.900 (meters)    1147.96  (feet)  COMP
 TD0533  MODELED GRAV-     980,810.8   (mgal)                       NAVD 88
 TD0533
 TD0533  VERT ORDER  -  SECOND    CLASS 0
 TD0533
 TD0533.The horizontal coordinates were scaled from a topographic map and have
 TD0533.an estimated accuracy of +/- 6 seconds.
 TD0533
 TD0533.The orthometric height was determined by differential leveling
 TD0533.and adjusted by the National Geodetic Survey in June 1991..
 TD0533
 TD0533.The geoid height was determined by GEOID03.
 TD0533
 TD0533.The dynamic height is computed by dividing the NAVD 88
 TD0533.geopotential number by the normal gravity value computed on the
 TD0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0533.degrees latitude (g = 980.6199 gals.).
 TD0533
 TD0533.The modeled gravity was interpolated from observed gravity values.
 TD0533
 TD0533;                    North         East    Units  Estimated Accuracy
 TD0533;SPC ND N     -   139,660.      802,540.      MT  (+/- 180 meters Scaled)
 TD0533
 TD0533                          SUPERSEDED SURVEY CONTROL
 TD0533
 TD0533  NGVD 29 (??/??/92)  349.476  (m)         1146.57   (f) ADJ UNCH    2 0
 TD0533
 TD0533.Superseded values are not recommended for survey control.
 TD0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0533.See file dsdata.txt to determine how the superseded data were derived.
 TD0533
 TD0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU911419(NAD 83)
 TD0533_MARKER: DB = BENCH MARK DISK
 TD0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0533_STAMPING: E 419 1964
 TD0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0533+STABILITY: SURFACE MOTION
 TD0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0533+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 TD0533
 TD0533  HISTORY     - Date     Condition        Report By
 TD0533  HISTORY     - 1964     MONUMENTED       CGS
 TD0533  HISTORY     - 1970     GOOD             USGS
 TD0533  HISTORY     - 1983     GOOD             USPSQD
 TD0533  HISTORY     - 20011105 GOOD             NDWC
 TD0533
 TD0533                          STATION DESCRIPTION
 TD0533
 TD0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0533'1.3 MI NE FROM FORDVILLE.
 TD0533'ABOUT 1.3 MILES NORTHEAST ALONG COUNTY ROAD 19 FROM THE SOO LINE
 TD0533'RAILROAD STATION AT FORDVILLE, IN S 19, T 155 N, R 55 W, ABOUT 88
 TD0533'YARDS NORTHWEST OF A CURVE IN THE ROAD, 56 FEET NORTHEAST OF THE
 TD0533'CENTER OF A GRAVELED ROAD INTERSECTION, 30 FEET EAST OF THE CENTER
 TD0533'LINE OF THE ROAD, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING
 TD0533'EAST, 3 1/2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TD0533'LEVEL OF THE ROAD LEADING NORTH, AND SET IN THE TOP OF A CONCRETE POST
 TD0533'PROJECTING 6 INCHES.
 TD0533
 TD0533                          STATION RECOVERY (1970)
 TD0533
 TD0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0533'RECOVERED IN GOOD CONDITION.
 TD0533
 TD0533                          STATION RECOVERY (1983)
 TD0533
 TD0533'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0533'RECOVERED IN GOOD CONDITION.
 TD0533
 TD0533                          STATION RECOVERY (2001)
 TD0533
 TD0533'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 TD0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0422 ***********************************************************************
 RQ0422  DESIGNATION -  E 42
 RQ0422  PID         -  RQ0422
 RQ0422  STATE/COUNTY-  ND/LOGAN
 RQ0422  USGS QUAD   -  KINTYRE (1975)
 RQ0422
 RQ0422                         *CURRENT SURVEY CONTROL
 RQ0422  ___________________________________________________________________
 RQ0422* NAD 83(1986)-  46 32 52.     (N)    099 54 03.     (W)     SCALED    
 RQ0422* NAVD 88     -       586.050  (meters)    1922.73   (feet)  ADJUSTED  
 RQ0422  ___________________________________________________________________
 RQ0422  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 RQ0422  DYNAMIC HT  -         586.053 (meters)    1922.74  (feet)  COMP
 RQ0422  MODELED GRAV-     980,600.0   (mgal)                       NAVD 88
 RQ0422
 RQ0422  VERT ORDER  -  SECOND    CLASS 0
 RQ0422
 RQ0422.The horizontal coordinates were scaled from a topographic map and have
 RQ0422.an estimated accuracy of +/- 6 seconds.
 RQ0422
 RQ0422.The orthometric height was determined by differential leveling
 RQ0422.and adjusted by the National Geodetic Survey in June 1991..
 RQ0422
 RQ0422.The geoid height was determined by GEOID03.
 RQ0422
 RQ0422.The dynamic height is computed by dividing the NAVD 88
 RQ0422.geopotential number by the normal gravity value computed on the
 RQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0422.degrees latitude (g = 980.6199 gals.).
 RQ0422
 RQ0422.The modeled gravity was interpolated from observed gravity values.
 RQ0422
 RQ0422;                    North         East    Units  Estimated Accuracy
 RQ0422;SPC ND S     -    98,120.      645,950.      MT  (+/- 180 meters Scaled)
 RQ0422
 RQ0422                          SUPERSEDED SURVEY CONTROL
 RQ0422
 RQ0422  NGVD 29 (??/??/92)  585.628  (m)         1921.35   (f) ADJ UNCH    2 0
 RQ0422
 RQ0422.Superseded values are not recommended for survey control.
 RQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0422.See file dsdata.txt to determine how the superseded data were derived.
 RQ0422
 RQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS309553(NAD 83)
 RQ0422_MARKER: DB = BENCH MARK DISK
 RQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0422_STAMPING: E 42 1934
 RQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0422+STABILITY: SURFACE MOTION
 RQ0422
 RQ0422  HISTORY     - Date     Condition        Report By
 RQ0422  HISTORY     - 1934     MONUMENTED       CGS
 RQ0422  HISTORY     - 1959     GOOD             NGS
 RQ0422
 RQ0422                          STATION DESCRIPTION
 RQ0422
 RQ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0422'2.3 MI E FROM KINTYRE.
 RQ0422'IN LOGAN COUNTY, ABOUT 2.3 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL
 RQ0422'AND SAULT STE. MARIE RAILWAY FROM THE STATION AT KINTYRE, EMMONS
 RQ0422'COUNTY, OPPOSITE THE SECOND POLE EAST OF MILEPOST 370, ABOUT 2 POLES
 RQ0422'WEST OF A LARGE TWIN TILE CULVERT, 4 FEET SOUTHWEST OF A CROSSING
 RQ0422'WHISTLE POST, 21 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 RQ0422'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 42 1934 AND
 RQ0422'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 RQ0422'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0542 ***********************************************************************
 TE0542  DESIGNATION -  E 420
 TE0542  PID         -  TE0542
 TE0542  STATE/COUNTY-  ND/WALSH
 TE0542  USGS QUAD   -  ADAMS SE (1972)
 TE0542
 TE0542                         *CURRENT SURVEY CONTROL
 TE0542  ___________________________________________________________________
 TE0542* NAD 83(1986)-  48 18 37.     (N)    098 03 16.     (W)     SCALED    
 TE0542* NAVD 88     -       474.002  (meters)    1555.12   (feet)  ADJUSTED  
 TE0542  ___________________________________________________________________
 TE0542  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 TE0542  DYNAMIC HT  -         474.091 (meters)    1555.41  (feet)  COMP
 TE0542  MODELED GRAV-     980,783.8   (mgal)                       NAVD 88
 TE0542
 TE0542  VERT ORDER  -  SECOND    CLASS 0
 TE0542
 TE0542.The horizontal coordinates were scaled from a topographic map and have
 TE0542.an estimated accuracy of +/- 6 seconds.
 TE0542
 TE0542.The orthometric height was determined by differential leveling
 TE0542.and adjusted by the National Geodetic Survey in June 1991..
 TE0542
 TE0542.The geoid height was determined by GEOID03.
 TE0542
 TE0542.The dynamic height is computed by dividing the NAVD 88
 TE0542.geopotential number by the normal gravity value computed on the
 TE0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0542.degrees latitude (g = 980.6199 gals.).
 TE0542
 TE0542.The modeled gravity was interpolated from observed gravity values.
 TE0542
 TE0542;                    North         East    Units  Estimated Accuracy
 TE0542;SPC ND N     -   148,560.      781,360.      MT  (+/- 180 meters Scaled)
 TE0542
 TE0542                          SUPERSEDED SURVEY CONTROL
 TE0542
 TE0542  NGVD 29 (??/??/92)  473.624  (m)         1553.88   (f) ADJ UNCH    2 0
 TE0542
 TE0542.Superseded values are not recommended for survey control.
 TE0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0542.See file dsdata.txt to determine how the superseded data were derived.
 TE0542
 TE0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU701512(NAD 83)
 TE0542_MARKER: DB = BENCH MARK DISK
 TE0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0542_STAMPING: E 420 1964
 TE0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0542+STABILITY: SURFACE MOTION
 TE0542
 TE0542  HISTORY     - Date     Condition        Report By
 TE0542  HISTORY     - 1964     MONUMENTED       CGS
 TE0542
 TE0542                          STATION DESCRIPTION
 TE0542
 TE0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0542'6.1 MI W FROM LANKIN.
 TE0542'ABOUT 6.1 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0542'ELEVATOR AT LANKIN, IN S 26, T 156 N, R 58 W, ABOUT 1.0 MILE EAST OF
 TE0542'THE INTERSECTION OF COUNTY ROAD 16, 69 FEET SOUTHWEST OF THE CENTER OF
 TE0542'THE INTERSECTION OF A GRAVELED ROAD LEADING NORTH AND A DIRT ROAD
 TE0542'LEADING SOUTH, 64 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 27
 TE0542'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 8 FEET SOUTH
 TE0542'OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE, 1.4 FEET NORTH OF A
 TE0542'METAL WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 2 FEET BELOW
 TE0542'THE LEVEL OF COUNTY ROAD 15, AND SET IN THE TOP OF A CONCRETE POST
 TE0542'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0525 ***********************************************************************
 TD0525  DESIGNATION -  E 421
 TD0525  PID         -  TD0525
 TD0525  STATE/COUNTY-  ND/WALSH
 TD0525  USGS QUAD   -  PISEK (1963)
 TD0525
 TD0525                         *CURRENT SURVEY CONTROL
 TD0525  ___________________________________________________________________
 TD0525* NAD 83(1986)-  48 16 49.     (N)    097 43 48.     (W)     SCALED    
 TD0525* NAVD 88     -       316.935  (meters)    1039.81   (feet)  ADJUSTED  
 TD0525  ___________________________________________________________________
 TD0525  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0525  DYNAMIC HT  -         317.006 (meters)    1040.04  (feet)  COMP
 TD0525  MODELED GRAV-     980,826.8   (mgal)                       NAVD 88
 TD0525
 TD0525  VERT ORDER  -  SECOND    CLASS 0
 TD0525
 TD0525.The horizontal coordinates were scaled from a topographic map and have
 TD0525.an estimated accuracy of +/- 6 seconds.
 TD0525
 TD0525.The orthometric height was determined by differential leveling
 TD0525.and adjusted by the National Geodetic Survey in June 1991..
 TD0525
 TD0525.The geoid height was determined by GEOID03.
 TD0525
 TD0525.The dynamic height is computed by dividing the NAVD 88
 TD0525.geopotential number by the normal gravity value computed on the
 TD0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0525.degrees latitude (g = 980.6199 gals.).
 TD0525
 TD0525.The modeled gravity was interpolated from observed gravity values.
 TD0525
 TD0525;                    North         East    Units  Estimated Accuracy
 TD0525;SPC ND N     -   146,040.      805,530.      MT  (+/- 180 meters Scaled)
 TD0525
 TD0525                          SUPERSEDED SURVEY CONTROL
 TD0525
 TD0525  NGVD 29 (??/??/92)  316.591  (m)         1038.68   (f) ADJ UNCH    2 0
 TD0525
 TD0525.Superseded values are not recommended for survey control.
 TD0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0525.See file dsdata.txt to determine how the superseded data were derived.
 TD0525
 TD0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU942482(NAD 83)
 TD0525_MARKER: DB = BENCH MARK DISK
 TD0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0525_STAMPING: E 421 1964
 TD0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0525+STABILITY: SURFACE MOTION
 TD0525
 TD0525  HISTORY     - Date     Condition        Report By
 TD0525  HISTORY     - 1964     MONUMENTED       CGS
 TD0525
 TD0525                          STATION DESCRIPTION
 TD0525
 TD0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0525'3.3 MI SW FROM PISEK.
 TD0525'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0525'THENCE 2.1 MILES SOUTH ALONG A GRAVELED ROAD, IN S 4, T 156 N, R 55 W,
 TD0525'ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF A GRAVELED ROAD, 118 FEET
 TD0525'NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED DRIVE LEADING
 TD0525'EAST, 109 FEET EAST OF THE CENTER LINE OF THE ROAD, 50 FEET NORTH OF
 TD0525'THE CENTER LINE OF THE DRIVE, 1.3 FEET WEST OF A METAL WITNESS POST,
 TD0525'ABOUT 2 FEET BELOW THE LEVEL OF THE DRIVE, AND SET IN THE TOP OF A
 TD0525'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0527 ***********************************************************************
 SL0527  DESIGNATION -  E 434
 SL0527  PID         -  SL0527
 SL0527  STATE/COUNTY-  ND/TRAILL
 SL0527  USGS QUAD   -  HILLSBORO (1984)
 SL0527
 SL0527                         *CURRENT SURVEY CONTROL
 SL0527  ___________________________________________________________________
 SL0527* NAD 83(1986)-  47 29 53.     (N)    097 05 29.     (W)     SCALED    
 SL0527* NAVD 88     -       283.272  (meters)     929.37   (feet)  ADJUSTED  
 SL0527  ___________________________________________________________________
 SL0527  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0527  DYNAMIC HT  -         283.311 (meters)     929.50  (feet)  COMP
 SL0527  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 SL0527
 SL0527  VERT ORDER  -  SECOND    CLASS 0
 SL0527
 SL0527.The horizontal coordinates were scaled from a topographic map and have
 SL0527.an estimated accuracy of +/- 6 seconds.
 SL0527
 SL0527.The orthometric height was determined by differential leveling
 SL0527.and adjusted by the National Geodetic Survey in June 1991..
 SL0527
 SL0527.The geoid height was determined by GEOID03.
 SL0527
 SL0527.The dynamic height is computed by dividing the NAVD 88
 SL0527.geopotential number by the normal gravity value computed on the
 SL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0527.degrees latitude (g = 980.6199 gals.).
 SL0527
 SL0527.The modeled gravity was interpolated from observed gravity values.
 SL0527
 SL0527;                    North         East    Units  Estimated Accuracy
 SL0527;SPC ND N     -    61,060.      856,740.      MT  (+/- 180 meters Scaled)
 SL0527
 SL0527                          SUPERSEDED SURVEY CONTROL
 SL0527
 SL0527  NGVD 29 (??/??/92)  282.918  (m)          928.21   (f) ADJ UNCH    2 0
 SL0527
 SL0527.Superseded values are not recommended for survey control.
 SL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0527.See file dsdata.txt to determine how the superseded data were derived.
 SL0527
 SL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT437622(NAD 83)
 SL0527_MARKER: DB = BENCH MARK DISK
 SL0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0527_SP_SET: 48 FEET
 SL0527_STAMPING: E 434 1964
 SL0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0527
 SL0527  HISTORY     - Date     Condition        Report By
 SL0527  HISTORY     - 1964     MONUMENTED       CGS
 SL0527
 SL0527                          STATION DESCRIPTION
 SL0527
 SL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0527'1.8 MI SW FROM CUMMINGS.
 SL0527'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0527'CUMMINGS, THENCE 0.6 MILE WEST ALONG STATE HIGHWAY 7, IN S 31 T 147 N,
 SL0527'R 50 W, 102 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 164 FEET
 SL0527'EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 1 1/2 FEET
 SL0527'WEST OF A TELEPHONE POLE, 1.0 FOOT EAST OF AMETAL WITNESS POST, ABOUT
 SL0527'5 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH
 SL0527'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED
 SL0527'IN A 4-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0460 ***********************************************************************
 SL0460  DESIGNATION -  E 435
 SL0460  PID         -  SL0460
 SL0460  STATE/COUNTY-  ND/TRAILL
 SL0460  USGS QUAD   -  HATTON SW (1970)
 SL0460
 SL0460                         *CURRENT SURVEY CONTROL
 SL0460  ___________________________________________________________________
 SL0460* NAD 83(1986)-  47 30 47.     (N)    097 25 54.     (W)     SCALED    
 SL0460* NAVD 88     -       311.475  (meters)    1021.90   (feet)  ADJUSTED  
 SL0460  ___________________________________________________________________
 SL0460  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 SL0460  DYNAMIC HT  -         311.514 (meters)    1022.03  (feet)  COMP
 SL0460  MODELED GRAV-     980,732.1   (mgal)                       NAVD 88
 SL0460
 SL0460  VERT ORDER  -  SECOND    CLASS 0
 SL0460
 SL0460.The horizontal coordinates were scaled from a topographic map and have
 SL0460.an estimated accuracy of +/- 6 seconds.
 SL0460
 SL0460.The orthometric height was determined by differential leveling
 SL0460.and adjusted by the National Geodetic Survey in June 1991..
 SL0460
 SL0460.The geoid height was determined by GEOID03.
 SL0460
 SL0460.The dynamic height is computed by dividing the NAVD 88
 SL0460.geopotential number by the normal gravity value computed on the
 SL0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0460.degrees latitude (g = 980.6199 gals.).
 SL0460
 SL0460.The modeled gravity was interpolated from observed gravity values.
 SL0460
 SL0460;                    North         East    Units  Estimated Accuracy
 SL0460;SPC ND N     -    61,650.      831,060.      MT  (+/- 180 meters Scaled)
 SL0460
 SL0460                          SUPERSEDED SURVEY CONTROL
 SL0460
 SL0460  NGVD 29 (??/??/92)  311.132  (m)         1020.77   (f) ADJ UNCH    2 0
 SL0460
 SL0460.Superseded values are not recommended for survey control.
 SL0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0460.See file dsdata.txt to determine how the superseded data were derived.
 SL0460
 SL0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT180633(NAD 83)
 SL0460_MARKER: DB = BENCH MARK DISK
 SL0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0460_STAMPING: E 435 1964
 SL0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0460+STABILITY: SURFACE MOTION
 SL0460
 SL0460  HISTORY     - Date     Condition        Report By
 SL0460  HISTORY     - 1964     MONUMENTED       CGS
 SL0460  HISTORY     - 1968     GOOD             DOD
 SL0460  HISTORY     - 20000809 GOOD             NDHD
 SL0460
 SL0460                          STATION DESCRIPTION
 SL0460
 SL0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0460'3.85 MI NW FROM PORTLAND.
 SL0460'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE
 SL0460'GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 0.6 MILE NORTH
 SL0460'ALONG A GRAVELED ROAD, THENCE 0.7 MILE WEST ALONG A GRAVELED ROAD,
 SL0460'THENCE 0.3 MILE WEST ALONG STATE HIGHWAYS 7 AND 18, OR ABOUT 3.65
 SL0460'MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE GREAT NORTHERN
 SL0460'RAILWAY STATION AT PORTLAND, IN SECTION 28, T 147 N, R 53 W, AT AN
 SL0460'INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD, 94 FEET NORTH OF THE
 SL0460'CENTER LINE OF THE HIGHWAY, 45 FEET EAST OF THE CENTER LINE OF THE
 SL0460'GRAVELED ROAD, 3 1/2 FEET EAST OF A TELEPHONE POLE WHICH IS BRACED
 SL0460'WITH 4 GUY WIRES, 1.2 FEET WEST OF A METAL WITNESS POST ABOUT 3 FEET
 SL0460'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SL0460'PROJECTING 6 INCHES.
 SL0460
 SL0460                          STATION RECOVERY (1968)
 SL0460
 SL0460'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0460'RECOVERED IN GOOD CONDITION.
 SL0460
 SL0460                          STATION RECOVERY (2000)
 SL0460
 SL0460'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0460'STAMPED 'E 435 1964'
 SL0460' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1326 ***********************************************************************
 TE1326  DESIGNATION -  E 436
 TE1326  PID         -  TE1326
 TE1326  STATE/COUNTY-  ND/BENSON
 TE1326  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1326
 TE1326                         *CURRENT SURVEY CONTROL
 TE1326  ___________________________________________________________________
 TE1326* NAD 83(1986)-  48 21 04.     (N)    099 46 21.     (W)     SCALED    
 TE1326* NAVD 88     -       497.651  (meters)    1632.71   (feet)  ADJUSTED  
 TE1326  ___________________________________________________________________
 TE1326  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TE1326  DYNAMIC HT  -         497.747 (meters)    1633.02  (feet)  COMP
 TE1326  MODELED GRAV-     980,787.8   (mgal)                       NAVD 88
 TE1326
 TE1326  VERT ORDER  -  FIRST     CLASS II
 TE1326
 TE1326.The horizontal coordinates were scaled from a topographic map and have
 TE1326.an estimated accuracy of +/- 6 seconds.
 TE1326
 TE1326.The orthometric height was determined by differential leveling
 TE1326.and adjusted by the National Geodetic Survey in June 1991..
 TE1326
 TE1326.The geoid height was determined by GEOID03.
 TE1326
 TE1326.The dynamic height is computed by dividing the NAVD 88
 TE1326.geopotential number by the normal gravity value computed on the
 TE1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1326.degrees latitude (g = 980.6199 gals.).
 TE1326
 TE1326.The modeled gravity was interpolated from observed gravity values.
 TE1326
 TE1326;                    North         East    Units  Estimated Accuracy
 TE1326;SPC ND N     -   150,470.      653,920.      MT  (+/- 180 meters Scaled)
 TE1326
 TE1326                          SUPERSEDED SURVEY CONTROL
 TE1326
 TE1326  NGVD 29 (??/??/92)  497.294  (m)         1631.54   (f) ADJ UNCH    1 2
 TE1326
 TE1326.Superseded values are not recommended for survey control.
 TE1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1326.See file dsdata.txt to determine how the superseded data were derived.
 TE1326
 TE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU427556(NAD 83)
 TE1326_MARKER: DB = BENCH MARK DISK
 TE1326_SETTING: 80 = SET IN A BOULDER
 TE1326_STAMPING: E 436 1964
 TE1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1326+STABILITY: SURFACE MOTION
 TE1326
 TE1326  HISTORY     - Date     Condition        Report By
 TE1326  HISTORY     - 1964     MONUMENTED       CGS
 TE1326  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1326
 TE1326                          STATION DESCRIPTION
 TE1326
 TE1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1326'1.6 MI SE FROM PLEASANT LAKE.
 TE1326'ABOUT 1.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1326'STATION AT PLEASANT LAKE, OR 2.85 MILES WEST ALONG THE GREAT NORTHERN
 TE1326'RAILWAY FROM THE STATION AT KNOX, IN S 10, T 156 N, R 71 W, 10 POLES
 TE1326'EAST OF MILEPOST 132, 168 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP
 TE1326'OF A LARGE GRANITE BOULDER, 110 FEET NORTHEAST OF A TELEGRAPH POLE,
 TE1326'3.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE1326'TRACK, AND PROJECTING 6 INCHES.
 TE1326
 TE1326                          STATION RECOVERY (1982)
 TE1326
 TE1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1326'NOT RECOVERED, NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0183 ***********************************************************************
 TF0183  DESIGNATION -  E 437
 TF0183  PID         -  TF0183
 TF0183  STATE/COUNTY-  ND/MCHENRY
 TF0183  USGS QUAD   -  TOWNER SE (1954)
 TF0183
 TF0183                         *CURRENT SURVEY CONTROL
 TF0183  ___________________________________________________________________
 TF0183* NAD 83(1986)-  48 21 43.     (N)    100 18 12.     (W)     SCALED    
 TF0183* NAVD 88     -       458.000  (meters)    1502.62   (feet)  ADJUSTED  
 TF0183  ___________________________________________________________________
 TF0183  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF0183  DYNAMIC HT  -         458.094 (meters)    1502.93  (feet)  COMP
 TF0183  MODELED GRAV-     980,801.7   (mgal)                       NAVD 88
 TF0183
 TF0183  VERT ORDER  -  FIRST     CLASS II
 TF0183
 TF0183.The horizontal coordinates were scaled from a topographic map and have
 TF0183.an estimated accuracy of +/- 6 seconds.
 TF0183
 TF0183.The orthometric height was determined by differential leveling
 TF0183.and adjusted by the National Geodetic Survey in June 1991..
 TF0183
 TF0183.The geoid height was determined by GEOID03.
 TF0183
 TF0183.The dynamic height is computed by dividing the NAVD 88
 TF0183.geopotential number by the normal gravity value computed on the
 TF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0183.degrees latitude (g = 980.6199 gals.).
 TF0183
 TF0183.The modeled gravity was interpolated from observed gravity values.
 TF0183
 TF0183;                    North         East    Units  Estimated Accuracy
 TF0183;SPC ND N     -   151,440.      614,570.      MT  (+/- 180 meters Scaled)
 TF0183
 TF0183                          SUPERSEDED SURVEY CONTROL
 TF0183
 TF0183  NGVD 29 (??/??/92)  457.635  (m)         1501.42   (f) ADJ UNCH    1 2
 TF0183
 TF0183.Superseded values are not recommended for survey control.
 TF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0183.See file dsdata.txt to determine how the superseded data were derived.
 TF0183
 TF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU034573(NAD 83)
 TF0183_MARKER: DB = BENCH MARK DISK
 TF0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0183_SP_SET: 40 FT
 TF0183_STAMPING: E 437 1964
 TF0183_MARK LOGO: CGS   
 TF0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0183
 TF0183  HISTORY     - Date     Condition        Report By
 TF0183  HISTORY     - 1964     MONUMENTED       CGS
 TF0183  HISTORY     - 1982     GOOD             NGS
 TF0183
 TF0183                          STATION DESCRIPTION
 TF0183
 TF0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0183'2.6 MI W FROM BERWICK.
 TF0183'ABOUT 2.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0183'AT BERWICK, IN S 4, T 156 N, R 74 W, 109 FEET NORTHWEST OF THE CENTER
 TF0183'OF A ROAD CROSSING, 74 FEET NORTH OF THE NORTH RAIL, 87 FEET WEST OF
 TF0183'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 1/2 FEET SOUTH OF A POWER
 TF0183'POLE, 0.6 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF0183'LEVEL OF THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TF0183'THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 4-INCH CAST
 TF0183'IRON PIPE PROJECTING 4 INCHES.
 TF0183
 TF0183                          STATION RECOVERY (1982)
 TF0183
 TF0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0183'RECOVERED THIS DATE.  NOTE, 8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY
 TF0183'2 FROM THE JUNCTION OF STATE ROUTE 14 NORTH IN TOWNER, THENCE 0.8 KM
 TF0183'(0.5 MI) NORTH ALONG A TRACK DIRT ROAD TO THE CROSSING OF THE
 TF0183'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1382 ***********************************************************************
 TE1382  DESIGNATION -  E 438
 TE1382  PID         -  TE1382
 TE1382  STATE/COUNTY-  ND/PIERCE
 TE1382  USGS QUAD   -  SILVA (1958)
 TE1382
 TE1382                         *CURRENT SURVEY CONTROL
 TE1382  ___________________________________________________________________
 TE1382* NAD 83(1986)-  48 11 45.     (N)    099 59 54.     (W)     SCALED    
 TE1382* NAVD 88     -       474.495  (meters)    1556.74   (feet)  ADJUSTED  
 TE1382  ___________________________________________________________________
 TE1382  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1382  DYNAMIC HT  -         474.583 (meters)    1557.03  (feet)  COMP
 TE1382  MODELED GRAV-     980,783.2   (mgal)                       NAVD 88
 TE1382
 TE1382  VERT ORDER  -  SECOND    CLASS 0
 TE1382
 TE1382.The horizontal coordinates were scaled from a topographic map and have
 TE1382.an estimated accuracy of +/- 6 seconds.
 TE1382
 TE1382.The orthometric height was determined by differential leveling
 TE1382.and adjusted by the National Geodetic Survey in June 1991..
 TE1382
 TE1382.The geoid height was determined by GEOID03.
 TE1382
 TE1382.The dynamic height is computed by dividing the NAVD 88
 TE1382.geopotential number by the normal gravity value computed on the
 TE1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1382.degrees latitude (g = 980.6199 gals.).
 TE1382
 TE1382.The modeled gravity was interpolated from observed gravity values.
 TE1382
 TE1382;                    North         East    Units  Estimated Accuracy
 TE1382;SPC ND N     -   133,080.      637,290.      MT  (+/- 180 meters Scaled)
 TE1382
 TE1382                          SUPERSEDED SURVEY CONTROL
 TE1382
 TE1382  NGVD 29 (??/??/92)  474.137  (m)         1555.56   (f) ADJ UNCH    2 0
 TE1382
 TE1382.Superseded values are not recommended for survey control.
 TE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1382.See file dsdata.txt to determine how the superseded data were derived.
 TE1382
 TE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU258385(NAD 83)
 TE1382_MARKER: DB = BENCH MARK DISK
 TE1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1382_STAMPING: E 438 1964
 TE1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1382+STABILITY: SURFACE MOTION
 TE1382
 TE1382  HISTORY     - Date     Condition        Report By
 TE1382  HISTORY     - 1964     MONUMENTED       CGS
 TE1382
 TE1382                          STATION DESCRIPTION
 TE1382
 TE1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1382'3.8 MI NE FROM BALTA.
 TE1382'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1382'STATION AT BALTA, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 3, IN
 TE1382'SECTION 36, T 155 N, R 73 W, ABOUT 100 YARDS NORTH OF AN INTERSECTION
 TE1382'OF THE HIGHWAY AND AN EAST-WEST ROAD, 103 FEET EAST OF THE CENTER LINE
 TE1382'OF THE HIGHWAY, 60 FEET SOUTH OF A POWER POLE, 1 1/2 FEET WEST OF A
 TE1382'FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE1382'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0174 ***********************************************************************
 RQ0174  DESIGNATION -  E 44
 RQ0174  PID         -  RQ0174
 RQ0174  STATE/COUNTY-  ND/DICKEY
 RQ0174  USGS QUAD   -  MONANGO NW (1982)
 RQ0174
 RQ0174                         *CURRENT SURVEY CONTROL
 RQ0174  ___________________________________________________________________
 RQ0174* NAD 83(1986)-  46 10 08.     (N)    098 37 54.     (W)     SCALED    
 RQ0174* NAVD 88     -       463.698  (meters)    1521.32   (feet)  ADJUSTED  
 RQ0174  ___________________________________________________________________
 RQ0174  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 RQ0174  DYNAMIC HT  -         463.692 (meters)    1521.30  (feet)  COMP
 RQ0174  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 RQ0174
 RQ0174  VERT ORDER  -  SECOND    CLASS 0
 RQ0174
 RQ0174.The horizontal coordinates were scaled from a topographic map and have
 RQ0174.an estimated accuracy of +/- 6 seconds.
 RQ0174
 RQ0174.The orthometric height was determined by differential leveling
 RQ0174.and adjusted by the National Geodetic Survey in June 1991..
 RQ0174
 RQ0174.The geoid height was determined by GEOID03.
 RQ0174
 RQ0174.The dynamic height is computed by dividing the NAVD 88
 RQ0174.geopotential number by the normal gravity value computed on the
 RQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0174.degrees latitude (g = 980.6199 gals.).
 RQ0174
 RQ0174.The modeled gravity was interpolated from observed gravity values.
 RQ0174
 RQ0174;                    North         East    Units  Estimated Accuracy
 RQ0174;SPC ND S     -    57,540.      744,270.      MT  (+/- 180 meters Scaled)
 RQ0174
 RQ0174                          SUPERSEDED SURVEY CONTROL
 RQ0174
 RQ0174  NGVD 29 (??/??/92)  463.324  (m)         1520.09   (f) ADJ UNCH    2 0
 RQ0174
 RQ0174.Superseded values are not recommended for survey control.
 RQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0174.See file dsdata.txt to determine how the superseded data were derived.
 RQ0174
 RQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS284128(NAD 83)
 RQ0174_MARKER: DB = BENCH MARK DISK
 RQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0174_STAMPING: E 44 1934
 RQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0174+STABILITY: SURFACE MOTION
 RQ0174
 RQ0174  HISTORY     - Date     Condition        Report By
 RQ0174  HISTORY     - 1934     MONUMENTED       CGS
 RQ0174
 RQ0174                          STATION DESCRIPTION
 RQ0174
 RQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0174'3.4 MI SW FROM MONANGO.
 RQ0174'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0174'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, DICKEY COUNTY,
 RQ0174'THENCE 2.0 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0174'MARIE RAILROAD.  7 POLES EAST OF MILEPOST 291, AT KILBERNIE SIDING,
 RQ0174'ONE POLE EAST OF THE WAITING ROOM, OPPOSITE AN ELEVATOR, 42 FEET NORTH
 RQ0174'OF THE CENTERLINE OF THE TRACK, 5 FEET WEST OF A POLE, AND ABOUT 1-1/2
 RQ0174'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED E 44 1934 AND SET
 RQ0174'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 RQ0174'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0609 ***********************************************************************
 SL0609  DESIGNATION -  E 441
 SL0609  PID         -  SL0609
 SL0609  STATE/COUNTY-  ND/STEELE
 SL0609  USGS QUAD   -  HOPE (1968)
 SL0609
 SL0609                         *CURRENT SURVEY CONTROL
 SL0609  ___________________________________________________________________
 SL0609* NAD 83(1986)-  47 20 24.     (N)    097 44 23.     (W)     SCALED    
 SL0609* NAVD 88     -       389.551  (meters)    1278.05   (feet)  ADJUSTED  
 SL0609  ___________________________________________________________________
 SL0609  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0609  DYNAMIC HT  -         389.598 (meters)    1278.21  (feet)  COMP
 SL0609  MODELED GRAV-     980,722.7   (mgal)                       NAVD 88
 SL0609
 SL0609  VERT ORDER  -  SECOND    CLASS 0
 SL0609
 SL0609.The horizontal coordinates were scaled from a topographic map and have
 SL0609.an estimated accuracy of +/- 6 seconds.
 SL0609
 SL0609.The orthometric height was determined by differential leveling
 SL0609.and adjusted by the National Geodetic Survey in June 1991..
 SL0609
 SL0609.The geoid height was determined by GEOID03.
 SL0609
 SL0609.The dynamic height is computed by dividing the NAVD 88
 SL0609.geopotential number by the normal gravity value computed on the
 SL0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0609.degrees latitude (g = 980.6199 gals.).
 SL0609
 SL0609.The modeled gravity was interpolated from observed gravity values.
 SL0609
 SL0609;                    North         East    Units  Estimated Accuracy
 SL0609;SPC ND N     -    41,540.      808,560.      MT  (+/- 180 meters Scaled)
 SL0609
 SL0609                          SUPERSEDED SURVEY CONTROL
 SL0609
 SL0609  NGVD 29 (??/??/92)  389.204  (m)         1276.91   (f) ADJ UNCH    2 0
 SL0609
 SL0609.Superseded values are not recommended for survey control.
 SL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0609.See file dsdata.txt to determine how the superseded data were derived.
 SL0609
 SL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT952437(NAD 83)
 SL0609_MARKER: DB = BENCH MARK DISK
 SL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0609_STAMPING: E 441 1964
 SL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0609+STABILITY: SURFACE MOTION
 SL0609
 SL0609  HISTORY     - Date     Condition        Report By
 SL0609  HISTORY     - 1964     MONUMENTED       CGS
 SL0609
 SL0609                          STATION DESCRIPTION
 SL0609
 SL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0609'1.4 MI NW FROM HOPE.
 SL0609'1.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0609'AT HOPE, IN SECTION 25, R 56 W, T 145 N, AT A PUBLIC ROAD CROSSING, 11
 SL0609'POLES SOUTHEAST OF MILEPOST 41, 136 FEET NORTHEAST OF THE CENTER OF
 SL0609'THE ROAD CROSSING MAIN TRACK, 39 FEET EAST OF A FENCE CORNER, 37 FEET
 SL0609'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2.2 FEET WEST OF A METAL
 SL0609'WITNESS POST, 3 FEET ABOVE THE TOP OF RAIL, SET IN THE TOP OF A
 SL0609'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0745 ***********************************************************************
 SL0745  DESIGNATION -  E 442
 SL0745  PID         -  SL0745
 SL0745  STATE/COUNTY-  ND/STEELE
 SL0745  USGS QUAD   -  LUVERNE (1967)
 SL0745
 SL0745                         *CURRENT SURVEY CONTROL
 SL0745  ___________________________________________________________________
 SL0745* NAD 83(1986)-  47 19 33.     (N)    097 53 48.     (W)     SCALED    
 SL0745* NAVD 88     -       447.367  (meters)    1467.74   (feet)  ADJUSTED  
 SL0745  ___________________________________________________________________
 SL0745  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 SL0745  DYNAMIC HT  -         447.408 (meters)    1467.87  (feet)  COMP
 SL0745  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SL0745
 SL0745  VERT ORDER  -  SECOND    CLASS 0
 SL0745
 SL0745.The horizontal coordinates were scaled from a topographic map and have
 SL0745.an estimated accuracy of +/- 6 seconds.
 SL0745
 SL0745.The orthometric height was determined by differential leveling
 SL0745.and adjusted by the National Geodetic Survey in June 1991..
 SL0745
 SL0745.The geoid height was determined by GEOID03.
 SL0745
 SL0745.The dynamic height is computed by dividing the NAVD 88
 SL0745.geopotential number by the normal gravity value computed on the
 SL0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0745.degrees latitude (g = 980.6199 gals.).
 SL0745
 SL0745.The modeled gravity was interpolated from observed gravity values.
 SL0745
 SL0745;                    North         East    Units  Estimated Accuracy
 SL0745;SPC ND N     -    39,550.      796,760.      MT  (+/- 180 meters Scaled)
 SL0745
 SL0745                          SUPERSEDED SURVEY CONTROL
 SL0745
 SL0745  NGVD 29 (??/??/92)  447.002  (m)         1466.54   (f) ADJ UNCH    2 0
 SL0745
 SL0745.Superseded values are not recommended for survey control.
 SL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0745.See file dsdata.txt to determine how the superseded data were derived.
 SL0745
 SL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT833419(NAD 83)
 SL0745_MARKER: DB = BENCH MARK DISK
 SL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0745_STAMPING: E 442 1964
 SL0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0745+STABILITY: SURFACE MOTION
 SL0745
 SL0745  HISTORY     - Date     Condition        Report By
 SL0745  HISTORY     - 1964     MONUMENTED       CGS
 SL0745
 SL0745                          STATION DESCRIPTION
 SL0745
 SL0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0745'8.3 MI W FROM HOPE.
 SL0745'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE 8.0
 SL0745'MILES WEST ALONG STATE HIGHWAY 38, 2.0 MILES EAST OF THE JUNCTION OF A
 SL0745'GRAVELED ROAD LEADING SOUTH TO LUVERNE, IN SECTION 35, R 57W, T 145 N,
 SL0745'NEAR THE JUNCTION OF A ROAD LEADING SOUTH, 72 FEET NORTHEAST OF THE
 SL0745'APPROXIMATE CENTER OF JUNCTION, 64 FEET NORTH OF THE CENTER LINE OF
 SL0745'THE HIGHWAY, 40 FEET EAST OF THE CENTER OF A WIRE GATE, 6 FEET
 SL0745'SOUTHEAST OF A TELEPHONE POLE, 1.7 FEET SOUTH OF A WIRE FENCE, 2.6
 SL0745'FEET WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD
 SL0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 SL0745'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0658 ***********************************************************************
 SL0658  DESIGNATION -  E 443
 SL0658  PID         -  SL0658
 SL0658  STATE/COUNTY-  ND/STEELE
 SL0658  USGS QUAD   -  LUVERNE (1967)
 SL0658
 SL0658                         *CURRENT SURVEY CONTROL
 SL0658  ___________________________________________________________________
 SL0658* NAD 83(1986)-  47 15 18.     (N)    097 56 23.     (W)     SCALED    
 SL0658* NAVD 88     -       440.336  (meters)    1444.67   (feet)  ADJUSTED  
 SL0658  ___________________________________________________________________
 SL0658  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0658  DYNAMIC HT  -         440.371 (meters)    1444.78  (feet)  COMP
 SL0658  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 SL0658
 SL0658  VERT ORDER  -  SECOND    CLASS 0
 SL0658
 SL0658.The horizontal coordinates were scaled from a topographic map and have
 SL0658.an estimated accuracy of +/- 6 seconds.
 SL0658
 SL0658.The orthometric height was determined by differential leveling
 SL0658.and adjusted by the National Geodetic Survey in June 1991..
 SL0658
 SL0658.The geoid height was determined by GEOID03.
 SL0658
 SL0658.The dynamic height is computed by dividing the NAVD 88
 SL0658.geopotential number by the normal gravity value computed on the
 SL0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0658.degrees latitude (g = 980.6199 gals.).
 SL0658
 SL0658.The modeled gravity was interpolated from observed gravity values.
 SL0658
 SL0658;                    North         East    Units  Estimated Accuracy
 SL0658;SPC ND N     -    31,570.      793,770.      MT  (+/- 180 meters Scaled)
 SL0658
 SL0658                          SUPERSEDED SURVEY CONTROL
 SL0658
 SL0658  NGVD 29 (??/??/92)  439.971  (m)         1443.47   (f) ADJ UNCH    2 0
 SL0658
 SL0658.Superseded values are not recommended for survey control.
 SL0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0658.See file dsdata.txt to determine how the superseded data were derived.
 SL0658
 SL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT802340(NAD 83)
 SL0658_MARKER: DB = BENCH MARK DISK
 SL0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0658_STAMPING: E 443 1964
 SL0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0658+STABILITY: SURFACE MOTION
 SL0658
 SL0658  HISTORY     - Date     Condition        Report By
 SL0658  HISTORY     - 1964     MONUMENTED       CGS
 SL0658  HISTORY     - 1968     GOOD             USAF
 SL0658
 SL0658                          STATION DESCRIPTION
 SL0658
 SL0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0658'0.2 MI N FROM LUVERNE.
 SL0658'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0658'NORTHERN RAILWAY AT LUVERNE, IN SECTION 29, AT A ROAD CROSSING, NEAR
 SL0658'THE SOUTHWEST CORNER OF A TRIANGLE, 95 FEET NORTHEAST OF THE
 SL0658'APPROXIMATE CENTER OF THE INTERSECTION OF ROADS, 84 FEET EAST OF THE
 SL0658'CENTER LINE OF THE NORTH-SOUTH ROAD, 47 FEET NORTH OF THE CENTER LINE
 SL0658'OF EAST-WEST ROAD, 3 1/2 FEET SOUTH OF A POWER LINE POLE, 2 1/2 FEET
 SL0658'NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 SL0658'NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0658'INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0658
 SL0658                          STATION RECOVERY (1968)
 SL0658
 SL0658'RECOVERY NOTE BY US AIR FORCE 1968
 SL0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0759 ***********************************************************************
 SL0759  DESIGNATION -  E 444
 SL0759  PID         -  SL0759
 SL0759  STATE/COUNTY-  ND/STEELE
 SL0759  USGS QUAD   -  LUVERNE SE (1967)
 SL0759
 SL0759                         *CURRENT SURVEY CONTROL
 SL0759  ___________________________________________________________________
 SL0759* NAD 83(1986)-  47 16 09.     (N)    097 51 16.     (W)     SCALED    
 SL0759* NAVD 88     -       421.754  (meters)    1383.70   (feet)  ADJUSTED  
 SL0759  ___________________________________________________________________
 SL0759  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 SL0759  DYNAMIC HT  -         421.792 (meters)    1383.83  (feet)  COMP
 SL0759  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 SL0759
 SL0759  VERT ORDER  -  SECOND    CLASS 0
 SL0759
 SL0759.The horizontal coordinates were scaled from a topographic map and have
 SL0759.an estimated accuracy of +/- 6 seconds.
 SL0759
 SL0759.The orthometric height was determined by differential leveling
 SL0759.and adjusted by the National Geodetic Survey in June 1991..
 SL0759
 SL0759.The geoid height was determined by GEOID03.
 SL0759
 SL0759.The dynamic height is computed by dividing the NAVD 88
 SL0759.geopotential number by the normal gravity value computed on the
 SL0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0759.degrees latitude (g = 980.6199 gals.).
 SL0759
 SL0759.The modeled gravity was interpolated from observed gravity values.
 SL0759
 SL0759;                    North         East    Units  Estimated Accuracy
 SL0759;SPC ND N     -    33,370.      800,170.      MT  (+/- 180 meters Scaled)
 SL0759
 SL0759                          SUPERSEDED SURVEY CONTROL
 SL0759
 SL0759  NGVD 29 (??/??/92)  421.393  (m)         1382.52   (f) ADJ UNCH    2 0
 SL0759
 SL0759.Superseded values are not recommended for survey control.
 SL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0759.See file dsdata.txt to determine how the superseded data were derived.
 SL0759
 SL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT866357(NAD 83)
 SL0759_MARKER: DB = BENCH MARK DISK
 SL0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0759_STAMPING: E 444 1964
 SL0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0759+STABILITY: SURFACE MOTION
 SL0759
 SL0759  HISTORY     - Date     Condition        Report By
 SL0759  HISTORY     - 1964     MONUMENTED       CGS
 SL0759  HISTORY     - 1968     GOOD             USAF
 SL0759
 SL0759                          STATION DESCRIPTION
 SL0759
 SL0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0759'5.2 MI NE FROM LUVERNE.
 SL0759'1.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERTPASS OVER THE
 SL0759'GREAT NORTHERN RAILWAY AT LUVERNE, THENCE 4.0 MILES EAST ALONG A
 SL0759'GRAVELED ROAD, AT A ROAD INTERSECTION, IN SECTION 25, R 57 W, T 144 N,
 SL0759'95 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 85
 SL0759'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 39 FEET EAST OF
 SL0759'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTHWEST OF A POWER
 SL0759'LINE POLE, 8 1/2 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A
 SL0759'FENCE LINE, 2.2 MILES NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE
 SL0759'LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SL0759'INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0759
 SL0759                          STATION RECOVERY (1968)
 SL0759
 SL0759'RECOVERY NOTE BY US AIR FORCE 1968
 SL0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0185 ***********************************************************************
 TE0185  DESIGNATION -  E 445
 TE0185  PID         -  TE0185
 TE0185  STATE/COUNTY-  ND/CAVALIER
 TE0185  USGS QUAD   -  MAIDA (1967)
 TE0185
 TE0185                         *CURRENT SURVEY CONTROL
 TE0185  ___________________________________________________________________
 TE0185* NAD 83(1986)-  48 58 42.     (N)    098 15 19.     (W)     SCALED    
 TE0185* NAVD 88     -       470.187  (meters)    1542.61   (feet)  ADJUSTED  
 TE0185  ___________________________________________________________________
 TE0185  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 TE0185  DYNAMIC HT  -         470.308 (meters)    1543.00  (feet)  COMP
 TE0185  MODELED GRAV-     980,852.1   (mgal)                       NAVD 88
 TE0185
 TE0185  VERT ORDER  -  SECOND    CLASS 0
 TE0185
 TE0185.The horizontal coordinates were scaled from a topographic map and have
 TE0185.an estimated accuracy of +/- 6 seconds.
 TE0185
 TE0185.The orthometric height was determined by differential leveling
 TE0185.and adjusted by the National Geodetic Survey in June 1991..
 TE0185
 TE0185.The geoid height was determined by GEOID03.
 TE0185
 TE0185.The dynamic height is computed by dividing the NAVD 88
 TE0185.geopotential number by the normal gravity value computed on the
 TE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0185.degrees latitude (g = 980.6199 gals.).
 TE0185
 TE0185.The modeled gravity was interpolated from observed gravity values.
 TE0185
 TE0185;                    North         East    Units  Estimated Accuracy
 TE0185;SPC ND N     -   222,360.      764,310.      MT  (+/- 180 meters Scaled)
 TE0185
 TE0185                          SUPERSEDED SURVEY CONTROL
 TE0185
 TE0185  NGVD 29 (??/??/92)  469.829  (m)         1541.43   (f) ADJ UNCH    2 0
 TE0185
 TE0185.Superseded values are not recommended for survey control.
 TE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0185.See file dsdata.txt to determine how the superseded data were derived.
 TE0185
 TE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV544253(NAD 83)
 TE0185_MARKER: DB = BENCH MARK DISK
 TE0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0185_STAMPING: E 445 1964
 TE0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0185+STABILITY: SURFACE MOTION
 TE0185
 TE0185  HISTORY     - Date     Condition        Report By
 TE0185  HISTORY     - 1964     MONUMENTED       CGS
 TE0185
 TE0185                          STATION DESCRIPTION
 TE0185
 TE0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0185'6.4 MI SE FROM MAIDA.
 TE0185'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0185'MAIDA, THENCE 5.0 MILES EAST ALONG A GRAVEL ROAD, IN SECTION 2, R 59
 TE0185'W, T 163 N, AT THE SOUTHWEST CORNER OF THE ELKWOOD SCHOOL YARD, 225
 TE0185'FEET SOUTHWEST OF SOUTHWEST CORNER OF THE SCHOOL, 239 FEET SOUTHWEST
 TE0185'OF CENTER OF THE WELL, 92 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 TE0185'ROAD, 105 FEET SOUTHEAST OF CENTER OF THE JUNCTION OF NORTH-SOUTH ROAD
 TE0185'AND SCHOOL DRIVEWAY, 2 FEET NORTH OF A FENCE LINE, 2.6 FEET WEST OF A
 TE0185'METAL WITNESS POST, 1 FOOT BELOW LEVEL OF ROAD, AND IS A DISK SET IN
 TE0185'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0594 ***********************************************************************
 RP0594  DESIGNATION -  E 446
 RP0594  PID         -  RP0594
 RP0594  STATE/COUNTY-  ND/BARNES
 RP0594  USGS QUAD   -  TOWER CITY (1967)
 RP0594
 RP0594                         *CURRENT SURVEY CONTROL
 RP0594  ___________________________________________________________________
 RP0594* NAD 83(1986)-  46 56 04.     (N)    097 42 10.     (W)     SCALED    
 RP0594* NAVD 88     -       360.395  (meters)    1182.40   (feet)  ADJUSTED  
 RP0594  ___________________________________________________________________
 RP0594  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 RP0594  DYNAMIC HT  -         360.425 (meters)    1182.49  (feet)  COMP
 RP0594  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 RP0594
 RP0594  VERT ORDER  -  FIRST     CLASS II
 RP0594
 RP0594.The horizontal coordinates were scaled from a topographic map and have
 RP0594.an estimated accuracy of +/- 6 seconds.
 RP0594
 RP0594.The orthometric height was determined by differential leveling
 RP0594.and adjusted by the National Geodetic Survey in June 1991..
 RP0594
 RP0594.The geoid height was determined by GEOID03.
 RP0594
 RP0594.The dynamic height is computed by dividing the NAVD 88
 RP0594.geopotential number by the normal gravity value computed on the
 RP0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0594.degrees latitude (g = 980.6199 gals.).
 RP0594
 RP0594.The modeled gravity was interpolated from observed gravity values.
 RP0594
 RP0594;                    North         East    Units  Estimated Accuracy
 RP0594;SPC ND S     -   144,710.      812,950.      MT  (+/- 180 meters Scaled)
 RP0594
 RP0594                          SUPERSEDED SURVEY CONTROL
 RP0594
 RP0594  NGVD 29 (??/??/92)  360.045  (m)         1181.25   (f) ADJ UNCH    1 2
 RP0594
 RP0594.Superseded values are not recommended for survey control.
 RP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0594.See file dsdata.txt to determine how the superseded data were derived.
 RP0594
 RP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS987986(NAD 83)
 RP0594_MARKER: DB = BENCH MARK DISK
 RP0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0594_STAMPING: E 446 1964
 RP0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0594+STABILITY: SURFACE MOTION
 RP0594
 RP0594  HISTORY     - Date     Condition        Report By
 RP0594  HISTORY     - 1964     MONUMENTED       CGS
 RP0594
 RP0594                          STATION DESCRIPTION
 RP0594
 RP0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0594'1.8 MI W FROM TOWER CITY.
 RP0594'ABOUT 1.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0594'STATION AT TOWER CITY, THENCE 0.45 MILE NORTH ALONG A SECTION ROAD, AT
 RP0594'THE INTERSECTION OF AN EAST-WEST ROAD, NEAR THE SOUTHEAST CORNER OF A
 RP0594'LARGE PASTURE, IN SECTION 14, R 56 W, T 140 N, 54 FEET NORTH OF THE
 RP0594'CENTER LINE OF THE EAST-WEST ROAD, 34 FEET WEST OF THE CENTER LINE OF
 RP0594'THE SECTION ROAD, 64 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 RP0594'INTERSECTION, 5 1/2 FEET NORTH OF A CORNER POST, 1 1/2 FEET EAST OF A
 RP0594'FENCE LINE, 1 1/2 FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE
 RP0594'LEVEL OF THE ROADS, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RP0594'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0586 ***********************************************************************
 SL0586  DESIGNATION -  E 447
 SL0586  PID         -  SL0586
 SL0586  STATE/COUNTY-  ND/CASS
 SL0586  USGS QUAD   -  PAGE (1967)
 SL0586
 SL0586                         *CURRENT SURVEY CONTROL
 SL0586  ___________________________________________________________________
 SL0586* NAD 83(1986)-  47 08 16.     (N)    097 34 44.     (W)     SCALED    
 SL0586* NAVD 88     -       357.179  (meters)    1171.84   (feet)  ADJUSTED  
 SL0586  ___________________________________________________________________
 SL0586  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 SL0586  DYNAMIC HT  -         357.217 (meters)    1171.97  (feet)  COMP
 SL0586  MODELED GRAV-     980,709.5   (mgal)                       NAVD 88
 SL0586
 SL0586  VERT ORDER  -  SECOND    CLASS 0
 SL0586
 SL0586.The horizontal coordinates were scaled from a topographic map and have
 SL0586.an estimated accuracy of +/- 6 seconds.
 SL0586
 SL0586.The orthometric height was determined by differential leveling
 SL0586.and adjusted by the National Geodetic Survey in June 1991..
 SL0586
 SL0586.The geoid height was determined by GEOID03.
 SL0586
 SL0586.The dynamic height is computed by dividing the NAVD 88
 SL0586.geopotential number by the normal gravity value computed on the
 SL0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0586.degrees latitude (g = 980.6199 gals.).
 SL0586
 SL0586.The modeled gravity was interpolated from observed gravity values.
 SL0586
 SL0586;                    North         East    Units  Estimated Accuracy
 SL0586;SPC ND S     -   167,650.      821,530.      MT  (+/- 180 meters Scaled)
 SL0586
 SL0586                          SUPERSEDED SURVEY CONTROL
 SL0586
 SL0586  NGVD 29 (??/??/92)  356.835  (m)         1170.72   (f) ADJ UNCH    2 0
 SL0586
 SL0586.Superseded values are not recommended for survey control.
 SL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0586.See file dsdata.txt to determine how the superseded data were derived.
 SL0586
 SL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT077214(NAD 83)
 SL0586_MARKER: DB = BENCH MARK DISK
 SL0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0586_STAMPING: E 447 1964
 SL0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0586+STABILITY: SURFACE MOTION
 SL0586
 SL0586  HISTORY     - Date     Condition        Report By
 SL0586  HISTORY     - 1964     MONUMENTED       CGS
 SL0586  HISTORY     - 1967     GOOD             USAF
 SL0586
 SL0586                          STATION DESCRIPTION
 SL0586
 SL0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0586'1.4 MI S FROM PAGE.
 SL0586'1.4 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY
 SL0586'STATION AT PAGE, AT A ROAD INTERSECTION, IN SECTION 12, R 55 W, T 142
 SL0586'N, IN LINE WITH A ROW OF TELEPHONE POLES, 104 FEET WEST OF THE CENTER
 SL0586'LINE OF THE HIGHWAY, 48 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 SL0586'ROAD, 116 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0586'INTERSECTION, 3 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET NORTH OF A
 SL0586'METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 SL0586'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 SL0586'GROUND.
 SL0586
 SL0586                          STATION RECOVERY (1967)
 SL0586
 SL0586'RECOVERY NOTE BY US AIR FORCE 1967
 SL0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0771 ***********************************************************************
 SL0771  DESIGNATION -  E 448
 SL0771  PID         -  SL0771
 SL0771  STATE/COUNTY-  ND/CASS
 SL0771  USGS QUAD   -  COLGATE (1967)
 SL0771
 SL0771                         *CURRENT SURVEY CONTROL
 SL0771  ___________________________________________________________________
 SL0771* NAD 83(1986)-  47 11 45.     (N)    097 39 48.     (W)     SCALED    
 SL0771* NAVD 88     -       353.863  (meters)    1160.97   (feet)  ADJUSTED  
 SL0771  ___________________________________________________________________
 SL0771  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0771  DYNAMIC HT  -         353.904 (meters)    1161.10  (feet)  COMP
 SL0771  MODELED GRAV-     980,717.7   (mgal)                       NAVD 88
 SL0771
 SL0771  VERT ORDER  -  SECOND    CLASS 0
 SL0771
 SL0771.The horizontal coordinates were scaled from a topographic map and have
 SL0771.an estimated accuracy of +/- 6 seconds.
 SL0771
 SL0771.The orthometric height was determined by differential leveling
 SL0771.and adjusted by the National Geodetic Survey in June 1991..
 SL0771
 SL0771.The geoid height was determined by GEOID03.
 SL0771
 SL0771.The dynamic height is computed by dividing the NAVD 88
 SL0771.geopotential number by the normal gravity value computed on the
 SL0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0771.degrees latitude (g = 980.6199 gals.).
 SL0771
 SL0771.The modeled gravity was interpolated from observed gravity values.
 SL0771
 SL0771;                    North         East    Units  Estimated Accuracy
 SL0771;SPC ND S     -   173,860.      814,900.      MT  (+/- 180 meters Scaled)
 SL0771
 SL0771                          SUPERSEDED SURVEY CONTROL
 SL0771
 SL0771  NGVD 29 (??/??/92)  353.522  (m)         1159.85   (f) ADJ UNCH    2 0
 SL0771
 SL0771.Superseded values are not recommended for survey control.
 SL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0771.See file dsdata.txt to determine how the superseded data were derived.
 SL0771
 SL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT012277(NAD 83)
 SL0771_MARKER: DB = BENCH MARK DISK
 SL0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0771_STAMPING: E 448 1964
 SL0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0771+STABILITY: SURFACE MOTION
 SL0771
 SL0771  HISTORY     - Date     Condition        Report By
 SL0771  HISTORY     - 1964     MONUMENTED       CGS
 SL0771
 SL0771                          STATION DESCRIPTION
 SL0771
 SL0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0771'5.6 MI NW FROM PAGE.
 SL0771'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHWERN
 SL0771'RAILWAY STATION AT PAGE, THENCE 2.55 MILES ALONG A GRAVELED ROAD, IN
 SL0771'SECTION 16 R 55 W, T 143 N, NEAR THE JUNCTION OF TWO DITCHES, 21 FEET
 SL0771'NORTH OF A DITCH, 31 1/2 FEET EAST OF A DITCH, 31 FEET EAST OF THE
 SL0771'CENTER LINE OF A FARM ROAD, 2 FEET SOUTH OF A STEEL WITNESS POST,
 SL0771'ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 SL0771'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE
 SL0771'REACHED FROM PILLSBURY BY GOING 0.75 MILE SOUTH ALONG STATE HIGHWAY 32
 SL0771'FROM THE OVERPASS OVER THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE
 SL0771'6.0 MILES EAST ALONG A GRAVELED ROAD TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0672 ***********************************************************************
 SL0672  DESIGNATION -  E 449 RESET
 SL0672  PID         -  SL0672
 SL0672  STATE/COUNTY-  ND/BARNES
 SL0672  USGS QUAD   -  SIBLEY (1967)
 SL0672
 SL0672                         *CURRENT SURVEY CONTROL
 SL0672  ___________________________________________________________________
 SL0672* NAD 83(1986)-  47 10 04.     (N)    097 53 50.     (W)     SCALED    
 SL0672* NAVD 88     -       447.20   (+/-2cm)    1467.2    (feet)  VERTCON   
 SL0672  ___________________________________________________________________
 SL0672  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL0672
 SL0672  VERT ORDER  -  THIRD (See Below)
 SL0672
 SL0672.The horizontal coordinates were scaled from a topographic map and have
 SL0672.an estimated accuracy of +/- 6 seconds.
 SL0672
 SL0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0672.The vertical order pertains to the NGVD 29 superseded value.
 SL0672
 SL0672.The geoid height was determined by GEOID03.
 SL0672
 SL0672;                    North         East    Units  Estimated Accuracy
 SL0672;SPC ND S     -   170,130.      797,290.      MT  (+/- 180 meters Scaled)
 SL0672
 SL0672                          SUPERSEDED SURVEY CONTROL
 SL0672
 SL0672  NGVD 29 (11/04/04)  446.84   (m)         1466.0    (f) RESET       3  
 SL0672
 SL0672.Superseded values are not recommended for survey control.
 SL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0672.See file dsdata.txt to determine how the superseded data were derived.
 SL0672
 SL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT835243(NAD 83)
 SL0672_MARKER: DB = BENCH MARK DISK
 SL0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0672_STAMPING: E 449 RESET 1970
 SL0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0672+STABILITY: SURFACE MOTION
 SL0672
 SL0672  HISTORY     - Date     Condition        Report By
 SL0672  HISTORY     - 1970     MONUMENTED       NGS
 SL0672
 SL0672                          STATION DESCRIPTION
 SL0672
 SL0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SL0672'6.1 MI SE FROM SIBLEY.
 SL0672'17.95 MILES NORTH ALONG COUNTY ROAD 25 FROM ITS INTERSECTION WITH
 SL0672'INTERSTATE HIGHWAY 94, 4.3 MILES EAST OF THE CENTER OF VALLEY CITY, TO
 SL0672'THE INTERSECTION WITH A SECTION LINE CROSSROAD GROWN TO GRASS, 80 FEET
 SL0672'WEST OF THE CENTER OF COUNTY ROAD 25, 20 FEET NORTH OF THE CENTER OF
 SL0672'TRACK ROAD, 1.5 FEET WEST OF A METAL WITNESS POST, 1.0 FOOT SOUTH OF A
 SL0672'FENCE LINE, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 SL0672'8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0048 ***********************************************************************
 RQ0048  DESIGNATION -  E 45
 RQ0048  PID         -  RQ0048
 RQ0048  STATE/COUNTY-  ND/LA MOURE
 RQ0048  USGS QUAD   -  MARION (1970)
 RQ0048
 RQ0048                         *CURRENT SURVEY CONTROL
 RQ0048  ___________________________________________________________________
 RQ0048* NAD 83(1986)-  46 37 00.     (N)    098 18 21.     (W)     SCALED    
 RQ0048* NAVD 88     -       446.932  (meters)    1466.31   (feet)  ADJUSTED  
 RQ0048  ___________________________________________________________________
 RQ0048  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 RQ0048  DYNAMIC HT  -         446.938 (meters)    1466.33  (feet)  COMP
 RQ0048  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RQ0048
 RQ0048  VERT ORDER  -  SECOND    CLASS 0
 RQ0048
 RQ0048.The horizontal coordinates were scaled from a topographic map and have
 RQ0048.an estimated accuracy of +/- 6 seconds.
 RQ0048
 RQ0048.The orthometric height was determined by differential leveling
 RQ0048.and adjusted by the National Geodetic Survey in June 1991..
 RQ0048
 RQ0048.The geoid height was determined by GEOID03.
 RQ0048
 RQ0048.The dynamic height is computed by dividing the NAVD 88
 RQ0048.geopotential number by the normal gravity value computed on the
 RQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0048.degrees latitude (g = 980.6199 gals.).
 RQ0048
 RQ0048.The modeled gravity was interpolated from observed gravity values.
 RQ0048
 RQ0048;                    North         East    Units  Estimated Accuracy
 RQ0048;SPC ND S     -   107,950.      768,040.      MT  (+/- 180 meters Scaled)
 RQ0048
 RQ0048                          SUPERSEDED SURVEY CONTROL
 RQ0048
 RQ0048  NGVD 29 (??/??/92)  446.549  (m)         1465.05   (f) ADJ UNCH    2 0
 RQ0048
 RQ0048.Superseded values are not recommended for survey control.
 RQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0048.See file dsdata.txt to determine how the superseded data were derived.
 RQ0048
 RQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS531628(NAD 83)
 RQ0048_MARKER: DB = BENCH MARK DISK
 RQ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0048_STAMPING: E 45 1934
 RQ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0048+STABILITY: SURFACE MOTION
 RQ0048
 RQ0048  HISTORY     - Date     Condition        Report By
 RQ0048  HISTORY     - 1934     MONUMENTED       CGS
 RQ0048
 RQ0048                          STATION DESCRIPTION
 RQ0048
 RQ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0048'1.4 MI NE FROM MARION.
 RQ0048'1.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0048'STATION AT MARION, LA MOURE COUNTY, 11 POLES SOUTHWEST OF MILEPOST 58,
 RQ0048'AT A ROAD CROSSING, 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 RQ0048'45 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 4 FEET SOUTHWEST OF
 RQ0048'A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 45
 RQ0048'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0526 ***********************************************************************
 SM0526  DESIGNATION -  E 450
 SM0526  PID         -  SM0526
 SM0526  STATE/COUNTY-  ND/BARNES
 SM0526  USGS QUAD   -  DAZEY NE (1961)
 SM0526
 SM0526                         *CURRENT SURVEY CONTROL
 SM0526  ___________________________________________________________________
 SM0526* NAD 83(1986)-  47 12 43.     (N)    098 02 09.     (W)     SCALED    
 SM0526* NAVD 88     -       429.966  (meters)    1410.65   (feet)  ADJUSTED  
 SM0526  ___________________________________________________________________
 SM0526  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 SM0526  DYNAMIC HT  -         429.999 (meters)    1410.76  (feet)  COMP
 SM0526  MODELED GRAV-     980,676.1   (mgal)                       NAVD 88
 SM0526
 SM0526  VERT ORDER  -  SECOND    CLASS 0
 SM0526
 SM0526.The horizontal coordinates were scaled from a topographic map and have
 SM0526.an estimated accuracy of +/- 6 seconds.
 SM0526
 SM0526.The orthometric height was determined by differential leveling
 SM0526.and adjusted by the National Geodetic Survey in June 1991..
 SM0526
 SM0526.The geoid height was determined by GEOID03.
 SM0526
 SM0526.The dynamic height is computed by dividing the NAVD 88
 SM0526.geopotential number by the normal gravity value computed on the
 SM0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0526.degrees latitude (g = 980.6199 gals.).
 SM0526
 SM0526.The modeled gravity was interpolated from observed gravity values.
 SM0526
 SM0526;                    North         East    Units  Estimated Accuracy
 SM0526;SPC ND S     -   174,700.      786,630.      MT  (+/- 180 meters Scaled)
 SM0526
 SM0526                          SUPERSEDED SURVEY CONTROL
 SM0526
 SM0526  NGVD 29 (??/??/92)  429.607  (m)         1409.47   (f) ADJ UNCH    2 0
 SM0526
 SM0526.Superseded values are not recommended for survey control.
 SM0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0526.See file dsdata.txt to determine how the superseded data were derived.
 SM0526
 SM0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT730291(NAD 83)
 SM0526_MARKER: DB = BENCH MARK DISK
 SM0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0526_STAMPING: E 450 1964
 SM0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0526+STABILITY: SURFACE MOTION
 SM0526
 SM0526  HISTORY     - Date     Condition        Report By
 SM0526  HISTORY     - 1964     MONUMENTED       CGS
 SM0526
 SM0526                          STATION DESCRIPTION
 SM0526
 SM0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0526'11.2 MI NE FROM DAZEY.
 SM0526'ABOUT 2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0526'STATION AT DAZEY, THENCE ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD,
 SM0526'THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 9, R 58
 SM0526'W, T 143 N, AT A T ROAD JUNCTION, 42 FEET WEST OF THE CENTER LINE OF
 SM0526'THE NORTH-SOUTH ROAD, 52 FEET NORTH OF THE CENTER LINE OF THE
 SM0526'EAST-WEST ROAD, 69 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 3
 SM0526'FEET EAST OF A POWER POLE, 2.0 FEET EAST OF A METAL WITNESS POST,
 SM0526'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0526'PROJECTING 0.3 FOOT.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 SM0526'GOING ABOUT 3.5 MILES   ES WEST ALONG A GRAVELED ROAD FROM THE
 SM0526'CONCRETE BRIDGE OVER LAKE ASHTABULA AT SIBLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0780 ***********************************************************************
 SL0780  DESIGNATION -  E 451
 SL0780  PID         -  SL0780
 SL0780  STATE/COUNTY-  ND/BARNES
 SL0780  USGS QUAD   -  PILLSBURY SE (1967)
 SL0780
 SL0780                         *CURRENT SURVEY CONTROL
 SL0780  ___________________________________________________________________
 SL0780* NAD 83(1986)-  47 05 42.     (N)    097 51 11.     (W)     SCALED    
 SL0780* NAVD 88     -       419.017  (meters)    1374.72   (feet)  ADJUSTED  
 SL0780  ___________________________________________________________________
 SL0780  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 SL0780  DYNAMIC HT  -         419.048 (meters)    1374.83  (feet)  COMP
 SL0780  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 SL0780
 SL0780  VERT ORDER  -  SECOND    CLASS 0
 SL0780
 SL0780.The horizontal coordinates were scaled from a topographic map and have
 SL0780.an estimated accuracy of +/- 6 seconds.
 SL0780
 SL0780.The orthometric height was determined by differential leveling
 SL0780.and adjusted by the National Geodetic Survey in June 1991..
 SL0780
 SL0780.The geoid height was determined by GEOID03.
 SL0780
 SL0780.The dynamic height is computed by dividing the NAVD 88
 SL0780.geopotential number by the normal gravity value computed on the
 SL0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0780.degrees latitude (g = 980.6199 gals.).
 SL0780
 SL0780.The modeled gravity was interpolated from observed gravity values.
 SL0780
 SL0780;                    North         East    Units  Estimated Accuracy
 SL0780;SPC ND S     -   162,160.      800,910.      MT  (+/- 180 meters Scaled)
 SL0780
 SL0780                          SUPERSEDED SURVEY CONTROL
 SL0780
 SL0780  NGVD 29 (??/??/92)  418.657  (m)         1373.54   (f) ADJ UNCH    2 0
 SL0780
 SL0780.Superseded values are not recommended for survey control.
 SL0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0780.See file dsdata.txt to determine how the superseded data were derived.
 SL0780
 SL0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT870163(NAD 83)
 SL0780_MARKER: DB = BENCH MARK DISK
 SL0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0780_STAMPING: E 451 1964
 SL0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0780+STABILITY: SURFACE MOTION
 SL0780
 SL0780  HISTORY     - Date     Condition        Report By
 SL0780  HISTORY     - 1964     MONUMENTED       CGS
 SL0780
 SL0780                          STATION DESCRIPTION
 SL0780
 SL0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0780'10.6 MI SW FROM PILLSBURY.
 SL0780'7.6 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0780'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 3.0 MILES WEST ALONG A
 SL0780'GRAVELED ROAD, AT THE INTERSECTION OF A GRAVELED ROAD SOUTH AND A FARM
 SL0780'ROAD NORTH, SET IN LINE WITH A ROW OF POLES, 36 FEET SOUTH OF THE
 SL0780'CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 170 FEET EAST OF THE
 SL0780'CENTER LINE OF THE ROAD SOUTH, 2 FEET SOUTHWEST OF A TELEPHONE POLE,
 SL0780'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL
 SL0780'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0101 ***********************************************************************
 TE0101  DESIGNATION -  E 452
 TE0101  PID         -  TE0101
 TE0101  STATE/COUNTY-  ND/CAVALIER
 TE0101  USGS QUAD   -  LANGDON EAST (1983)
 TE0101
 TE0101                         *CURRENT SURVEY CONTROL
 TE0101  ___________________________________________________________________
 TE0101* NAD 83(1986)-  48 45 39.     (N)    098 17 58.     (W)     SCALED    
 TE0101* NAVD 88     -       509.619  (meters)    1671.97   (feet)  ADJUSTED  
 TE0101  ___________________________________________________________________
 TE0101  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0101  DYNAMIC HT  -         509.733 (meters)    1672.35  (feet)  COMP
 TE0101  MODELED GRAV-     980,819.3   (mgal)                       NAVD 88
 TE0101
 TE0101  VERT ORDER  -  SECOND    CLASS 0
 TE0101
 TE0101.The horizontal coordinates were scaled from a topographic map and have
 TE0101.an estimated accuracy of +/- 6 seconds.
 TE0101
 TE0101.The orthometric height was determined by differential leveling
 TE0101.and adjusted by the National Geodetic Survey in June 1991..
 TE0101
 TE0101.The geoid height was determined by GEOID03.
 TE0101
 TE0101.The dynamic height is computed by dividing the NAVD 88
 TE0101.geopotential number by the normal gravity value computed on the
 TE0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0101.degrees latitude (g = 980.6199 gals.).
 TE0101
 TE0101.The modeled gravity was interpolated from observed gravity values.
 TE0101
 TE0101;                    North         East    Units  Estimated Accuracy
 TE0101;SPC ND N     -   198,090.      761,770.      MT  (+/- 180 meters Scaled)
 TE0101
 TE0101                          SUPERSEDED SURVEY CONTROL
 TE0101
 TE0101  NGVD 29 (??/??/92)  509.243  (m)         1670.74   (f) ADJ UNCH    2 0
 TE0101
 TE0101.Superseded values are not recommended for survey control.
 TE0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0101.See file dsdata.txt to determine how the superseded data were derived.
 TE0101
 TE0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV514011(NAD 83)
 TE0101_MARKER: DB = BENCH MARK DISK
 TE0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0101_STAMPING: E 452 1964
 TE0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0101+STABILITY: SURFACE MOTION
 TE0101
 TE0101  HISTORY     - Date     Condition        Report By
 TE0101  HISTORY     - 1964     MONUMENTED       CGS
 TE0101  HISTORY     - 1973     GOOD             NGS
 TE0101
 TE0101                          STATION DESCRIPTION
 TE0101
 TE0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0101'3.1 MI E FROM LANGDON.
 TE0101'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0101'LANGDON, AT A ROAD CROSSING, IN SECTION 20, R 59 W, T 161 N, 103 FEET
 TE0101'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF THE CENTER
 TE0101'LINE OF THE NORTH-SOUTH ROAD, 107 FEET SOUTHEAST OF THE SOUTHEAST
 TE0101'CORNER OF A TWO-STORIED FARM HOUSE, 117 FEET SOUTHWEST OF THE
 TE0101'APPROXIMATE CENTER OF THE INTERSECTION, 3 1/2 FEET SOUTH OF A POWER
 TE0101'LINE POLE, 2 FEET EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL
 TE0101'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 TE0101'ABOVE THE LEVEL OF THE GROUND.
 TE0101
 TE0101                          STATION RECOVERY (1973)
 TE0101
 TE0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1090 ***********************************************************************
 TE1090  DESIGNATION -  E 453
 TE1090  PID         -  TE1090
 TE1090  STATE/COUNTY-  ND/CAVALIER
 TE1090  USGS QUAD   -  LOMA (1970)
 TE1090
 TE1090                         *CURRENT SURVEY CONTROL
 TE1090  ___________________________________________________________________
 TE1090* NAD 83(1986)-  48 41 39.     (N)    098 30 49.     (W)     SCALED    
 TE1090* NAVD 88     -       483.782  (meters)    1587.21   (feet)  ADJUSTED  
 TE1090  ___________________________________________________________________
 TE1090  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE1090  DYNAMIC HT  -         483.888 (meters)    1587.56  (feet)  COMP
 TE1090  MODELED GRAV-     980,813.5   (mgal)                       NAVD 88
 TE1090
 TE1090  VERT ORDER  -  SECOND    CLASS 0
 TE1090
 TE1090.The horizontal coordinates were scaled from a topographic map and have
 TE1090.an estimated accuracy of +/- 6 seconds.
 TE1090
 TE1090.The orthometric height was determined by differential leveling
 TE1090.and adjusted by the National Geodetic Survey in June 1991..
 TE1090
 TE1090.The geoid height was determined by GEOID03.
 TE1090
 TE1090.The dynamic height is computed by dividing the NAVD 88
 TE1090.geopotential number by the normal gravity value computed on the
 TE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1090.degrees latitude (g = 980.6199 gals.).
 TE1090
 TE1090.The modeled gravity was interpolated from observed gravity values.
 TE1090
 TE1090;                    North         East    Units  Estimated Accuracy
 TE1090;SPC ND N     -   190,250.      746,220.      MT  (+/- 180 meters Scaled)
 TE1090
 TE1090                          SUPERSEDED SURVEY CONTROL
 TE1090
 TE1090  NGVD 29 (??/??/92)  483.402  (m)         1585.96   (f) ADJ UNCH    2 0
 TE1090
 TE1090.Superseded values are not recommended for survey control.
 TE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1090.See file dsdata.txt to determine how the superseded data were derived.
 TE1090
 TE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU357935(NAD 83)
 TE1090_MARKER: DB = BENCH MARK DISK
 TE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1090_STAMPING: E 453 1964
 TE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1090+STABILITY: SURFACE MOTION
 TE1090
 TE1090  HISTORY     - Date     Condition        Report By
 TE1090  HISTORY     - 1964     MONUMENTED       CGS
 TE1090
 TE1090                          STATION DESCRIPTION
 TE1090
 TE1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1090'5.4 MI NE FROM LOMA.
 TE1090'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1090'STATION AT LOMA, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 TE1090'0.4 MILE NORTH ALONG A GRAVELED ROAD, 0.6 MILE SOUTH OF TOWNSHIP HALL,
 TE1090'100 FEET EAST OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTHEAST OF A
 TE1090'POWER LINE POLE, 2 FEET WEST OF A FENCE CORNER, IN SECTION 10, R 61 W,
 TE1090'T 160 N, 697 FEET SOUTH OF BENCH MARK D 453, 2.3 FEET NORTH OF A METAL
 TE1090'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 TE1090'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0097 ***********************************************************************
 TE0097  DESIGNATION -  E 454
 TE0097  PID         -  TE0097
 TE0097  STATE/COUNTY-  ND/CAVALIER
 TE0097  USGS QUAD   -  LANGDON EAST (1983)
 TE0097
 TE0097                         *CURRENT SURVEY CONTROL
 TE0097  ___________________________________________________________________
 TE0097* NAD 83(1986)-  48 45 39.     (N)    098 21 20.     (W)     SCALED    
 TE0097* NAVD 88     -       492.379  (meters)    1615.41   (feet)  ADJUSTED  
 TE0097  ___________________________________________________________________
 TE0097  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0097  DYNAMIC HT  -         492.492 (meters)    1615.78  (feet)  COMP
 TE0097  MODELED GRAV-     980,823.6   (mgal)                       NAVD 88
 TE0097
 TE0097  VERT ORDER  -  SECOND    CLASS 0
 TE0097
 TE0097.The horizontal coordinates were scaled from a topographic map and have
 TE0097.an estimated accuracy of +/- 6 seconds.
 TE0097
 TE0097.The orthometric height was determined by differential leveling
 TE0097.and adjusted by the National Geodetic Survey in June 1991..
 TE0097
 TE0097.The geoid height was determined by GEOID03.
 TE0097
 TE0097.The dynamic height is computed by dividing the NAVD 88
 TE0097.geopotential number by the normal gravity value computed on the
 TE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0097.degrees latitude (g = 980.6199 gals.).
 TE0097
 TE0097.The modeled gravity was interpolated from observed gravity values.
 TE0097
 TE0097;                    North         East    Units  Estimated Accuracy
 TE0097;SPC ND N     -   197,980.      757,640.      MT  (+/- 180 meters Scaled)
 TE0097
 TE0097                          SUPERSEDED SURVEY CONTROL
 TE0097
 TE0097  NGVD 29 (??/??/92)  492.004  (m)         1614.18   (f) ADJ UNCH    2 0
 TE0097
 TE0097.Superseded values are not recommended for survey control.
 TE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0097.See file dsdata.txt to determine how the superseded data were derived.
 TE0097
 TE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV473010(NAD 83)
 TE0097_MARKER: DB = BENCH MARK DISK
 TE0097_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0097_SP_SET: 18.1 FEET
 TE0097_STAMPING: E 454 1964
 TE0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0097
 TE0097  HISTORY     - Date     Condition        Report By
 TE0097  HISTORY     - 1964     MONUMENTED       CGS
 TE0097  HISTORY     - 1973     GOOD             NGS
 TE0097
 TE0097                          STATION DESCRIPTION
 TE0097
 TE0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0097'0.5 MI E FROM LANGDON.
 TE0097'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0097'LANGDON, ABOUT 0.4 MILE EAST OF THE INTERSECTION OF STATE HIGHWAYS 1
 TE0097'AND 5, AT THE LABANON CEMETERY, NEAR THE NORTHWEST CORNER OF A FENCE,
 TE0097'NEAR THE PEDESTRAIN ENTRANCE TO CEMETERY, 52 FEET SOUTH OF THE CENTER
 TE0097'LINE OF THE HIGHWAY, 6.0 FEET SOUTH OF NORTHWEST CORNER FENCE POST OF
 TE0097'CEMETERY FENCE, 0.9 FOOT EAST OF FENCE LINE, 13.8 FEET WEST-SOUTHWEST
 TE0097'OF THE WEST MOST CONCRETE PILLAR AT ENTRANCE TO CEMETERY, 1.4 FEET
 TE0097'NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TE0097'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 1
 TE0097'INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH TILE
 TE0097'WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 TE0097'DRIVEN TO REFUSAL AT A DEPTH OF 18.1 FEET.
 TE0097
 TE0097                          STATION RECOVERY (1973)
 TE0097
 TE0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0121 ***********************************************************************
 TE0121  DESIGNATION -  E 455
 TE0121  PID         -  TE0121
 TE0121  STATE/COUNTY-  ND/CAVALIER
 TE0121  USGS QUAD   -  OLGA (1972)
 TE0121
 TE0121                         *CURRENT SURVEY CONTROL
 TE0121  ___________________________________________________________________
 TE0121* NAD 83(1986)-  48 45 39.     (N)    098 05 04.     (W)     SCALED    
 TE0121* NAVD 88     -       476.890  (meters)    1564.60   (feet)  ADJUSTED  
 TE0121  ___________________________________________________________________
 TE0121  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 TE0121  DYNAMIC HT  -         477.001 (meters)    1564.96  (feet)  COMP
 TE0121  MODELED GRAV-     980,827.3   (mgal)                       NAVD 88
 TE0121
 TE0121  VERT ORDER  -  SECOND    CLASS 0
 TE0121
 TE0121.The horizontal coordinates were scaled from a topographic map and have
 TE0121.an estimated accuracy of +/- 6 seconds.
 TE0121
 TE0121.The orthometric height was determined by differential leveling
 TE0121.and adjusted by the National Geodetic Survey in June 1991..
 TE0121
 TE0121.The geoid height was determined by GEOID03.
 TE0121
 TE0121.The dynamic height is computed by dividing the NAVD 88
 TE0121.geopotential number by the normal gravity value computed on the
 TE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0121.degrees latitude (g = 980.6199 gals.).
 TE0121
 TE0121.The modeled gravity was interpolated from observed gravity values.
 TE0121
 TE0121;                    North         East    Units  Estimated Accuracy
 TE0121;SPC ND N     -   198,570.      777,570.      MT  (+/- 180 meters Scaled)
 TE0121
 TE0121                          SUPERSEDED SURVEY CONTROL
 TE0121
 TE0121  NGVD 29 (??/??/92)  476.528  (m)         1563.41   (f) ADJ UNCH    2 0
 TE0121
 TE0121.Superseded values are not recommended for survey control.
 TE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0121.See file dsdata.txt to determine how the superseded data were derived.
 TE0121
 TE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV672012(NAD 83)
 TE0121_MARKER: DB = BENCH MARK DISK
 TE0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0121_STAMPING: E 455 1964
 TE0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0121+STABILITY: SURFACE MOTION
 TE0121
 TE0121  HISTORY     - Date     Condition        Report By
 TE0121  HISTORY     - 1964     MONUMENTED       CGS
 TE0121  HISTORY     - 1973     GOOD             NGS
 TE0121
 TE0121                          STATION DESCRIPTION
 TE0121
 TE0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0121'12.85 MI E FROM LANGDON.
 TE0121'ABOUT 12.85 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0121'LANGDON, IN SECTION 24, R 58 W, T 161 N, 0.25 MILE WEST OF A ROAD
 TE0121'INTERSECTION, 455 FEET SOUTHEAST AND ACROSS HIGHWAY FROM BENCH MARK Z
 TE0121'453 DESCRIBED, 102 FEET SOUTH OF CENTER LINE OF HIGHWAY, 2.6 FEET EAST
 TE0121'OF A POWER LINE POLE, 2.7 FEET WEST OF A STEEL WITNESS POST, ABOUT 1/2
 TE0121'FOOT BELOW LEVEL OF HIGHWAY, AND IS A DISK SET IN THE TOP OF A
 TE0121'CONCRETE POST PROJECTING 1 INCH.
 TE0121
 TE0121                          STATION RECOVERY (1973)
 TE0121
 TE0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1020 ***********************************************************************
 TE1020  DESIGNATION -  E 456
 TE1020  PID         -  TE1020
 TE1020  STATE/COUNTY-  ND/CAVALIER
 TE1020  USGS QUAD   -  HANNAH SE (1970)
 TE1020
 TE1020                         *CURRENT SURVEY CONTROL
 TE1020  ___________________________________________________________________
 TE1020* NAD 83(1986)-  48 51 44.     (N)    098 36 20.     (W)     SCALED    
 TE1020* NAVD 88     -       475.803  (meters)    1561.03   (feet)  ADJUSTED  
 TE1020  ___________________________________________________________________
 TE1020  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE1020  DYNAMIC HT  -         475.916 (meters)    1561.40  (feet)  COMP
 TE1020  MODELED GRAV-     980,834.3   (mgal)                       NAVD 88
 TE1020
 TE1020  VERT ORDER  -  SECOND    CLASS 0
 TE1020
 TE1020.The horizontal coordinates were scaled from a topographic map and have
 TE1020.an estimated accuracy of +/- 6 seconds.
 TE1020
 TE1020.The orthometric height was determined by differential leveling
 TE1020.and adjusted by the National Geodetic Survey in June 1991..
 TE1020
 TE1020.The geoid height was determined by GEOID03.
 TE1020
 TE1020.The dynamic height is computed by dividing the NAVD 88
 TE1020.geopotential number by the normal gravity value computed on the
 TE1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1020.degrees latitude (g = 980.6199 gals.).
 TE1020
 TE1020.The modeled gravity was interpolated from observed gravity values.
 TE1020
 TE1020;                    North         East    Units  Estimated Accuracy
 TE1020;SPC ND N     -   208,770.      738,990.      MT  (+/- 180 meters Scaled)
 TE1020
 TE1020                          SUPERSEDED SURVEY CONTROL
 TE1020
 TE1020  NGVD 29 (??/??/92)  475.422  (m)         1559.78   (f) ADJ UNCH    2 0
 TE1020
 TE1020.Superseded values are not recommended for survey control.
 TE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1020.See file dsdata.txt to determine how the superseded data were derived.
 TE1020
 TE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289122(NAD 83)
 TE1020_MARKER: DB = BENCH MARK DISK
 TE1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1020_STAMPING: E 456 1964
 TE1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1020+STABILITY: SURFACE MOTION
 TE1020
 TE1020  HISTORY     - Date     Condition        Report By
 TE1020  HISTORY     - 1964     MONUMENTED       CGS
 TE1020
 TE1020                          STATION DESCRIPTION
 TE1020
 TE1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1020'2.25 MI S FROM WALES.
 TE1020'ABOUT 2.25 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK SCHOOL
 TE1020'BUILDING AT WALES, IN SECTION 18, R 61 E, T 162 N, ABOUT 0.25 MILE
 TE1020'SOUTH OF A 20-FOOT BOX CULVERT UNDER THE ROAD, AT A ROAD INTERSECTION,
 TE1020'75 FEET EAST OF THE CENTER LINE OF THE ROAD, 81 FEET SOUTHEAST OF THE
 TE1020'APPROXIMATE CENTER OF THE INTERSECTION, 34 1/2 FEET SOUTH OF THE
 TE1020'CENTER LINE OF EAST-WEST ROAD, 19 1/2 FEET SOUTHEAST OF A 24-INCH PIPE
 TE1020'CULVERT UNDER THE FARM ROAD EAST, IN LINE WITH A ROW OF POWER LINE
 TE1020'POLES, 2 FEET SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF
 TE1020'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 TE1020'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0277 ***********************************************************************
 TE0277  DESIGNATION -  E 457
 TE0277  PID         -  TE0277
 TE0277  STATE/COUNTY-  ND/CAVALIER
 TE0277  USGS QUAD   -  OSNABROCK (1972)
 TE0277
 TE0277                         *CURRENT SURVEY CONTROL
 TE0277  ___________________________________________________________________
 TE0277* NAD 83(1986)-  48 41 17.     (N)    098 13 51.     (W)     SCALED    
 TE0277* NAVD 88     -       497.465  (meters)    1632.10   (feet)  ADJUSTED  
 TE0277  ___________________________________________________________________
 TE0277  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 TE0277  DYNAMIC HT  -         497.570 (meters)    1632.44  (feet)  COMP
 TE0277  MODELED GRAV-     980,805.4   (mgal)                       NAVD 88
 TE0277
 TE0277  VERT ORDER  -  SECOND    CLASS 0
 TE0277
 TE0277.The horizontal coordinates were scaled from a topographic map and have
 TE0277.an estimated accuracy of +/- 6 seconds.
 TE0277
 TE0277.The orthometric height was determined by differential leveling
 TE0277.and adjusted by the National Geodetic Survey in June 1991..
 TE0277
 TE0277.The geoid height was determined by GEOID03.
 TE0277
 TE0277.The dynamic height is computed by dividing the NAVD 88
 TE0277.geopotential number by the normal gravity value computed on the
 TE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0277.degrees latitude (g = 980.6199 gals.).
 TE0277
 TE0277.The modeled gravity was interpolated from observed gravity values.
 TE0277
 TE0277;                    North         East    Units  Estimated Accuracy
 TE0277;SPC ND N     -   190,150.      767,050.      MT  (+/- 180 meters Scaled)
 TE0277
 TE0277                          SUPERSEDED SURVEY CONTROL
 TE0277
 TE0277  NGVD 29 (??/??/92)  497.087  (m)         1630.86   (f) ADJ UNCH    2 0
 TE0277
 TE0277.Superseded values are not recommended for survey control.
 TE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0277.See file dsdata.txt to determine how the superseded data were derived.
 TE0277
 TE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU566930(NAD 83)
 TE0277_MARKER: DB = BENCH MARK DISK
 TE0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0277_STAMPING: E 457 1964
 TE0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0277+STABILITY: SURFACE MOTION
 TE0277
 TE0277  HISTORY     - Date     Condition        Report By
 TE0277  HISTORY     - 1964     MONUMENTED       CGS
 TE0277  HISTORY     - 1968     GOOD             DOD
 TE0277
 TE0277                          STATION DESCRIPTION
 TE0277
 TE0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0277'2.6 MI SE FROM EASBY.
 TE0277'ABOUT 1.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CROSSING OF THE
 TE0277'GREAT NORTHERN RAILWAY AT EASBY, THENCE 1.0 MILE EAST ALONG A GRAVELED
 TE0277'ROAD, NEAR THE NORTHEAST CORNER OF A PASTURE WITH LARGE COTTONWOOD
 TE0277'TREES, IN SECTION 15, R 59 W, T 160 N, 70 FEET SOUTH OF THE CENTER
 TE0277'LINE OF EAST-WEST ROAD, 9 1/2 FEET SOUTH OF A FENCE CORNER, 15 FEET
 TE0277'WEST OF THE CENTER LINE OF A DRIVEWAY TO FIELD, 1.5 FEET EAST OF A
 TE0277'FENCE LINE, 2.5 FEET NORTH OF A METAL WITNESS POST, 3 FEET BELOW THE
 TE0277'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE0277'INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0277
 TE0277                          STATION RECOVERY (1968)
 TE0277
 TE0277'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0440 ***********************************************************************
 RP0440  DESIGNATION -  E 46
 RP0440  PID         -  RP0440
 RP0440  STATE/COUNTY-  ND/RANSOM
 RP0440  USGS QUAD   -  COBURN (1960)
 RP0440
 RP0440                         *CURRENT SURVEY CONTROL
 RP0440  ___________________________________________________________________
 RP0440* NAD 83(1986)-  46 37 04.     (N)    097 22 17.     (W)     SCALED    
 RP0440* NAVD 88     -       324.506  (meters)    1064.65   (feet)  ADJUSTED  
 RP0440  ___________________________________________________________________
 RP0440  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 RP0440  DYNAMIC HT  -         324.521 (meters)    1064.70  (feet)  COMP
 RP0440  MODELED GRAV-     980,651.5   (mgal)                       NAVD 88
 RP0440
 RP0440  VERT ORDER  -  SECOND    CLASS 0
 RP0440
 RP0440.The horizontal coordinates were scaled from a topographic map and have
 RP0440.an estimated accuracy of +/- 6 seconds.
 RP0440
 RP0440.The orthometric height was determined by differential leveling
 RP0440.and adjusted by the National Geodetic Survey in June 1991..
 RP0440
 RP0440.The geoid height was determined by GEOID03.
 RP0440
 RP0440.The dynamic height is computed by dividing the NAVD 88
 RP0440.geopotential number by the normal gravity value computed on the
 RP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0440.degrees latitude (g = 980.6199 gals.).
 RP0440
 RP0440.The modeled gravity was interpolated from observed gravity values.
 RP0440
 RP0440;                    North         East    Units  Estimated Accuracy
 RP0440;SPC ND S     -   110,490.      839,560.      MT  (+/- 180 meters Scaled)
 RP0440
 RP0440                          SUPERSEDED SURVEY CONTROL
 RP0440
 RP0440  NGVD 29 (??/??/92)  324.196  (m)         1063.63   (f) ADJ UNCH    2 0
 RP0440
 RP0440.Superseded values are not recommended for survey control.
 RP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0440.See file dsdata.txt to determine how the superseded data were derived.
 RP0440
 RP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS246639(NAD 83)
 RP0440_MARKER: DB = BENCH MARK DISK
 RP0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0440_STAMPING: E-46 1934
 RP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0440+STABILITY: SURFACE MOTION
 RP0440
 RP0440  HISTORY     - Date     Condition        Report By
 RP0440  HISTORY     - 1934     MONUMENTED       CGS
 RP0440
 RP0440                          STATION DESCRIPTION
 RP0440
 RP0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0440'IN COLBURN SIDING.
 RP0440'ALONG NORTHERN PACIFIC RAILROAD 10 POLES SOUTHWEST OF MILEPOST NO.34
 RP0440'AND FIRST POLE NORTHEAST OF WAITING ROOM AND 1 POLE NORTHEAST OF
 RP0440'PUBLIC CROSSING.  SET IN POST 2 FEET BELOW RAIL LEVEL, 4 FEET
 RP0440'SOUTHWEST OF POLE, 5 FEET SOUTHEAST OF FENCE AND 40 FEET NORTHWEST OF
 RP0440'CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1543 ***********************************************************************
 TG1543  DESIGNATION -  E 462
 TG1543  PID         -  TG1543
 TG1543  STATE/COUNTY-  ND/WILLIAMS
 TG1543  USGS QUAD   -  WILLISTON SW (1979)
 TG1543
 TG1543                         *CURRENT SURVEY CONTROL
 TG1543  ___________________________________________________________________
 TG1543* NAD 83(1986)-  48 06 51.     (N)    103 43 22.     (W)     SCALED    
 TG1543* NAVD 88     -       610.332  (meters)    2002.40   (feet)  ADJUSTED  
 TG1543  ___________________________________________________________________
 TG1543  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1543  DYNAMIC HT  -         610.407 (meters)    2002.64  (feet)  COMP
 TG1543  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 TG1543
 TG1543  VERT ORDER  -  FIRST     CLASS II
 TG1543
 TG1543.The horizontal coordinates were scaled from a topographic map and have
 TG1543.an estimated accuracy of +/- 6 seconds.
 TG1543
 TG1543.The orthometric height was determined by differential leveling
 TG1543.and adjusted by the National Geodetic Survey in June 1991..
 TG1543
 TG1543.The geoid height was determined by GEOID03.
 TG1543
 TG1543.The dynamic height is computed by dividing the NAVD 88
 TG1543.geopotential number by the normal gravity value computed on the
 TG1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1543.degrees latitude (g = 980.6199 gals.).
 TG1543
 TG1543.The modeled gravity was interpolated from observed gravity values.
 TG1543
 TG1543;                    North         East    Units  Estimated Accuracy
 TG1543;SPC ND N     -   128,900.      360,120.      MT  (+/- 180 meters Scaled)
 TG1543
 TG1543                          SUPERSEDED SURVEY CONTROL
 TG1543
 TG1543.No superseded survey control is available for this station.
 TG1543
 TG1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP950297(NAD 83)
 TG1543_MARKER: I = METAL ROD
 TG1543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1543_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1543_STAMPING: E 462 1981
 TG1543_MARK LOGO: NGS   
 TG1543_PROJECTION: FLUSH
 TG1543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1543+STABILITY: POSITION/ELEVATION WELL
 TG1543_ROD/PIPE-DEPTH: 13.7 meters
 TG1543_SLEEVE-DEPTH  : 12.2 meters
 TG1543
 TG1543  HISTORY     - Date     Condition        Report By
 TG1543  HISTORY     - 1981     MONUMENTED       NGS
 TG1543  HISTORY     - 1981     GOOD             NGS
 TG1543  HISTORY     - 1982     GOOD             NGS
 TG1543
 TG1543                          STATION DESCRIPTION
 TG1543
 TG1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1543'2.8 KM (1.75 MI) SOUTH FROM WILLISTON.
 TG1543'2.8 KM (1.75 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 TG1543'U.S. HIGHWAY 2 IN WILLISTON, 0.5 KM (0.3 MI) NORTH OF THE NORTH END OF
 TG1543'THE HIGHWAY BRIDGE ACROSS THE MISSOURI RIVER, 46.0 METERS (151.0 FT)
 TG1543'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.0 FT)
 TG1543'NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING WEST AND 0.6 METER (2.0
 TG1543'FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1543'5-INCH LOGO CAP.
 TG1543'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 TG1543'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 TG1543
 TG1543                          STATION RECOVERY (1981)
 TG1543
 TG1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1543'ORIGINAL DESCRIPTION IS IN L24485 PART 2.
 TG1543
 TG1543                          STATION RECOVERY (1982)
 TG1543
 TG1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TG1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0654 ***********************************************************************
 SO0654  DESIGNATION -  E 463
 SO0654  PID         -  SO0654
 SO0654  STATE/COUNTY-  ND/MCKENZIE
 SO0654  USGS QUAD   -  CARTWRIGHT NE (1969)
 SO0654
 SO0654                         *CURRENT SURVEY CONTROL
 SO0654  ___________________________________________________________________
 SO0654* NAD 83(1986)-  47 52 38.     (N)    103 49 07.     (W)     SCALED    
 SO0654* NAVD 88     -       611.059  (meters)    2004.78   (feet)  ADJUSTED  
 SO0654  ___________________________________________________________________
 SO0654  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0654  DYNAMIC HT  -         611.119 (meters)    2004.98  (feet)  COMP
 SO0654  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 SO0654
 SO0654  VERT ORDER  -  FIRST     CLASS II
 SO0654
 SO0654.The horizontal coordinates were scaled from a topographic map and have
 SO0654.an estimated accuracy of +/- 6 seconds.
 SO0654
 SO0654.The orthometric height was determined by differential leveling
 SO0654.and adjusted by the National Geodetic Survey in June 1991..
 SO0654
 SO0654.The geoid height was determined by GEOID03.
 SO0654
 SO0654.The dynamic height is computed by dividing the NAVD 88
 SO0654.geopotential number by the normal gravity value computed on the
 SO0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0654.degrees latitude (g = 980.6199 gals.).
 SO0654
 SO0654.The modeled gravity was interpolated from observed gravity values.
 SO0654
 SO0654;                    North         East    Units  Estimated Accuracy
 SO0654;SPC ND N     -   102,880.      351,850.      MT  (+/- 180 meters Scaled)
 SO0654
 SO0654                          SUPERSEDED SURVEY CONTROL
 SO0654
 SO0654.No superseded survey control is available for this station.
 SO0654
 SO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP883033(NAD 83)
 SO0654_MARKER: I = METAL ROD
 SO0654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0654_SP_SET: STAINLESS STEEL ROD
 SO0654_STAMPING: E 463 1981
 SO0654_MARK LOGO: NGS   
 SO0654_PROJECTION: FLUSH
 SO0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0654_ROD/PIPE-DEPTH: 8.5  meters
 SO0654
 SO0654  HISTORY     - Date     Condition        Report By
 SO0654  HISTORY     - 1981     MONUMENTED       NGS
 SO0654
 SO0654                          STATION DESCRIPTION
 SO0654
 SO0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0654'18.9 KM (11.75 MI) EAST FROM FAIRVIEW.
 SO0654'18.9 KM (11.75 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0654'OFFICE IN FAIRVIEW, 38.0 METERS (125.0 FT) NORTH OF THE CENTERLINE OF
 SO0654'THE HIGHWAY, 13.4 METERS (44.0 FT) EAST OF THE CENTER OF A DIRT ROAD
 SO0654'LEADING NORTH, 3.0 METERS (10.0 FT) EAST OF A FENCE CORNER, 2.0 METERS
 SO0654'(6.5 FT) WEST OF A HIGHWAY RIGHT-OF-WAY POST AND 0.3 METER (1.0 FT)
 SO0654'SOUTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SO0654'LOGO CAP.
 SO0654'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SO0654'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1817 ***********************************************************************
 TF1817  DESIGNATION -  E 464
 TF1817  PID         -  TF1817
 TF1817  STATE/COUNTY-  ND/WARD
 TF1817  USGS QUAD   -  TAGUS SE (1980)
 TF1817
 TF1817                         *CURRENT SURVEY CONTROL
 TF1817  ___________________________________________________________________
 TF1817* NAD 83(1986)-  48 19 58.     (N)    101 50 06.     (W)     SCALED    
 TF1817* NAVD 88     -       670.177  (meters)    2198.74   (feet)  ADJUSTED  
 TF1817  ___________________________________________________________________
 TF1817  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TF1817  DYNAMIC HT  -         670.282 (meters)    2199.08  (feet)  COMP
 TF1817  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 TF1817
 TF1817  VERT ORDER  -  FIRST     CLASS II
 TF1817
 TF1817.The horizontal coordinates were scaled from a topographic map and have
 TF1817.an estimated accuracy of +/- 6 seconds.
 TF1817
 TF1817.The orthometric height was determined by differential leveling
 TF1817.and adjusted by the National Geodetic Survey in June 1991..
 TF1817
 TF1817.The geoid height was determined by GEOID03.
 TF1817
 TF1817.The dynamic height is computed by dividing the NAVD 88
 TF1817.geopotential number by the normal gravity value computed on the
 TF1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1817.degrees latitude (g = 980.6199 gals.).
 TF1817
 TF1817.The modeled gravity was interpolated from observed gravity values.
 TF1817
 TF1817;                    North         East    Units  Estimated Accuracy
 TF1817;SPC ND N     -   149,040.      501,030.      MT  (+/- 180 meters Scaled)
 TF1817
 TF1817                          SUPERSEDED SURVEY CONTROL
 TF1817
 TF1817.No superseded survey control is available for this station.
 TF1817
 TF1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU898571(NAD 83)
 TF1817_MARKER: I = METAL ROD
 TF1817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1817_SP_SET: STAINLESS STEEL ROD
 TF1817_STAMPING: E 464 1981
 TF1817_MARK LOGO: NGS   
 TF1817_PROJECTION: FLUSH
 TF1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1817_ROD/PIPE-DEPTH: 7.3  meters
 TF1817
 TF1817  HISTORY     - Date     Condition        Report By
 TF1817  HISTORY     - 1981     MONUMENTED       NGS
 TF1817
 TF1817                          STATION DESCRIPTION
 TF1817
 TF1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1817'7.3 KM (4.55 MI) WEST FROM BERTHOLD.
 TF1817'7.3 KM (4.55 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1817'THE RAILROAD STATION IN BERTHOLD, 36.9 METERS (121.1 FT) NORTHEAST OF
 TF1817'THE NEAR RAIL, 19.8 METERS (65.0 FT) SOUTHEAST OF THE CENTER OF A DEAD
 TF1817'END ROAD AND 0.8 METERS (2.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 TF1817'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TF1817'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TF1817'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1634 ***********************************************************************
 TG1634  DESIGNATION -  E 465
 TG1634  PID         -  TG1634
 TG1634  STATE/COUNTY-  ND/MOUNTRAIL
 TG1634  USGS QUAD   -  STANLEY (1981)
 TG1634
 TG1634                         *CURRENT SURVEY CONTROL
 TG1634  ___________________________________________________________________
 TG1634* NAD 83(1986)-  48 18 53.     (N)    102 28 59.     (W)     SCALED    
 TG1634* NAVD 88     -       703.703  (meters)    2308.73   (feet)  ADJUSTED  
 TG1634  ___________________________________________________________________
 TG1634  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG1634  DYNAMIC HT  -         703.812 (meters)    2309.09  (feet)  COMP
 TG1634  MODELED GRAV-     980,742.7   (mgal)                       NAVD 88
 TG1634
 TG1634  VERT ORDER  -  FIRST     CLASS II
 TG1634
 TG1634.The horizontal coordinates were scaled from a topographic map and have
 TG1634.an estimated accuracy of +/- 6 seconds.
 TG1634
 TG1634.The orthometric height was determined by differential leveling
 TG1634.and adjusted by the National Geodetic Survey in June 1991..
 TG1634
 TG1634.The geoid height was determined by GEOID03.
 TG1634
 TG1634.The dynamic height is computed by dividing the NAVD 88
 TG1634.geopotential number by the normal gravity value computed on the
 TG1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1634.degrees latitude (g = 980.6199 gals.).
 TG1634
 TG1634.The modeled gravity was interpolated from observed gravity values.
 TG1634
 TG1634;                    North         East    Units  Estimated Accuracy
 TG1634;SPC ND N     -   148,070.      452,940.      MT  (+/- 180 meters Scaled)
 TG1634
 TG1634                          SUPERSEDED SURVEY CONTROL
 TG1634
 TG1634.No superseded survey control is available for this station.
 TG1634
 TG1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP866543(NAD 83)
 TG1634_MARKER: I = METAL ROD
 TG1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1634_SP_SET: STAINLESS STEEL ROD
 TG1634_STAMPING: E 465 1982
 TG1634_MARK LOGO: NGS   
 TG1634_PROJECTION: FLUSH
 TG1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1634_ROD/PIPE-DEPTH: 8.8  meters
 TG1634
 TG1634  HISTORY     - Date     Condition        Report By
 TG1634  HISTORY     - 1982     MONUMENTED       NGS
 TG1634
 TG1634                          STATION DESCRIPTION
 TG1634
 TG1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1634'4.6 KM (2.85 MI) EAST FROM ROSS.
 TG1634'4.6 KM (2.85 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TG1634'THE RAILROAD STATION IN ROSS, 21.7 METERS (71.2 FT) SOUTH OF THE NEAR
 TG1634'RAIL, 10.6 METERS (34.8 FT) WEST OF THE CENTER OF A GRAVELED ROAD
 TG1634'LEADING SOUTH AND 0.9 METER (3.0 FT) NORTHWEST OF A FENCE CORNER.
 TG1634'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1634'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST AND FENCE
 TG1634'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1593 ***********************************************************************
 TG1593  DESIGNATION -  E 466
 TG1593  PID         -  TG1593
 TG1593  STATE/COUNTY-  ND/WILLIAMS
 TG1593  USGS QUAD   -  RAY (1978)
 TG1593
 TG1593                         *CURRENT SURVEY CONTROL
 TG1593  ___________________________________________________________________
 TG1593* NAD 83(1986)-  48 20 31.     (N)    103 09 50.     (W)     SCALED    
 TG1593* NAVD 88     -       692.706  (meters)    2272.65   (feet)  ADJUSTED  
 TG1593  ___________________________________________________________________
 TG1593  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1593  DYNAMIC HT  -         692.804 (meters)    2272.97  (feet)  COMP
 TG1593  MODELED GRAV-     980,730.4   (mgal)                       NAVD 88
 TG1593
 TG1593  VERT ORDER  -  FIRST     CLASS II
 TG1593
 TG1593.The horizontal coordinates were scaled from a topographic map and have
 TG1593.an estimated accuracy of +/- 6 seconds.
 TG1593
 TG1593.The orthometric height was determined by differential leveling
 TG1593.and adjusted by the National Geodetic Survey in June 1991..
 TG1593
 TG1593.The geoid height was determined by GEOID03.
 TG1593
 TG1593.The dynamic height is computed by dividing the NAVD 88
 TG1593.geopotential number by the normal gravity value computed on the
 TG1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1593.degrees latitude (g = 980.6199 gals.).
 TG1593
 TG1593.The modeled gravity was interpolated from observed gravity values.
 TG1593
 TG1593;                    North         East    Units  Estimated Accuracy
 TG1593;SPC ND N     -   152,620.      402,570.      MT  (+/- 180 meters Scaled)
 TG1593
 TG1593                          SUPERSEDED SURVEY CONTROL
 TG1593
 TG1593.No superseded survey control is available for this station.
 TG1593
 TG1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP360559(NAD 83)
 TG1593_MARKER: DB = BENCH MARK DISK
 TG1593_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TG1593_SP_SET: ABUTMENT
 TG1593_STAMPING: E 466 1982
 TG1593_MARK LOGO: NGS   
 TG1593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1593+STABILITY: POSITION/ELEVATION WELL
 TG1593
 TG1593  HISTORY     - Date     Condition        Report By
 TG1593  HISTORY     - 1982     MONUMENTED       NGS
 TG1593
 TG1593                          STATION DESCRIPTION
 TG1593
 TG1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1593'IN RAY.
 TG1593'IN RAY, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF THE
 TG1593'SOUTH ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD OVERPASS OF U.  S.
 TG1593'HIGHWAY 2, 5.8 METERS (19.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 TG1593'AND 2.8 METERS (9.2 FT) SOUTHEAST OF THE NEAR RAIL.
 TG1593'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1565 ***********************************************************************
 TG1565  DESIGNATION -  E 467
 TG1565  PID         -  TG1565
 TG1565  STATE/COUNTY-  ND/WILLIAMS
 TG1565  USGS QUAD   -  OTTER TAIL CREEK (1974)
 TG1565
 TG1565                         *CURRENT SURVEY CONTROL
 TG1565  ___________________________________________________________________
 TG1565* NAD 83(1986)-  48 16 13.     (N)    103 37 32.     (W)     SCALED    
 TG1565* NAVD 88     -       636.785  (meters)    2089.19   (feet)  ADJUSTED  
 TG1565  ___________________________________________________________________
 TG1565  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG1565  DYNAMIC HT  -         636.877 (meters)    2089.49  (feet)  COMP
 TG1565  MODELED GRAV-     980,733.3   (mgal)                       NAVD 88
 TG1565
 TG1565  VERT ORDER  -  FIRST     CLASS II
 TG1565
 TG1565.The horizontal coordinates were scaled from a topographic map and have
 TG1565.an estimated accuracy of +/- 6 seconds.
 TG1565
 TG1565.The orthometric height was determined by differential leveling
 TG1565.and adjusted by the National Geodetic Survey in June 1991..
 TG1565
 TG1565.The geoid height was determined by GEOID03.
 TG1565
 TG1565.The dynamic height is computed by dividing the NAVD 88
 TG1565.geopotential number by the normal gravity value computed on the
 TG1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1565.degrees latitude (g = 980.6199 gals.).
 TG1565
 TG1565.The modeled gravity was interpolated from observed gravity values.
 TG1565
 TG1565;                    North         East    Units  Estimated Accuracy
 TG1565;SPC ND N     -   145,940.      368,050.      MT  (+/- 180 meters Scaled)
 TG1565
 TG1565                          SUPERSEDED SURVEY CONTROL
 TG1565
 TG1565.No superseded survey control is available for this station.
 TG1565
 TG1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP019472(NAD 83)
 TG1565_MARKER: I = METAL ROD
 TG1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1565_SP_SET: STAINLESS STEEL ROD
 TG1565_STAMPING: E 467 1982
 TG1565_MARK LOGO: NGS   
 TG1565_PROJECTION: FLUSH
 TG1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1565_ROD/PIPE-DEPTH: 19.5 meters
 TG1565
 TG1565  HISTORY     - Date     Condition        Report By
 TG1565  HISTORY     - 1982     MONUMENTED       NGS
 TG1565
 TG1565                          STATION DESCRIPTION
 TG1565
 TG1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1565'19.9 KM (12.35 MI) NORT FROM WILLISTON.
 TG1565'19.9 KM (12.35 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1565'JUNCTION IN WILLISTON, AT A POWERLINE CROSSING, 29.9 METERS (98.1 FT)
 TG1565'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 23.8
 TG1565'METERS (78.1 FT) NORTH OF A UTILITY POLE AND 1.0 METER (3.3 FT) NORTH
 TG1565'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM
 TG1565'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1565'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1565'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1809 ***********************************************************************
 TF1809  DESIGNATION -  E 468
 TF1809  PID         -  TF1809
 TF1809  STATE/COUNTY-  ND/WARD
 TF1809  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1809
 TF1809                         *CURRENT SURVEY CONTROL
 TF1809  ___________________________________________________________________
 TF1809* NAD 83(1986)-  48 01 23.     (N)    101 17 40.     (W)     SCALED    
 TF1809* NAVD 88     -       636.750  (meters)    2089.07   (feet)  ADJUSTED  
 TF1809  ___________________________________________________________________
 TF1809  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 TF1809  DYNAMIC HT  -         636.834 (meters)    2089.35  (feet)  COMP
 TF1809  MODELED GRAV-     980,721.7   (mgal)                       NAVD 88
 TF1809
 TF1809  VERT ORDER  -  FIRST     CLASS II
 TF1809
 TF1809.The horizontal coordinates were scaled from a topographic map and have
 TF1809.an estimated accuracy of +/- 6 seconds.
 TF1809
 TF1809.The orthometric height was determined by differential leveling
 TF1809.and adjusted by the National Geodetic Survey in June 1991..
 TF1809
 TF1809.The geoid height was determined by GEOID03.
 TF1809
 TF1809.The dynamic height is computed by dividing the NAVD 88
 TF1809.geopotential number by the normal gravity value computed on the
 TF1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1809.degrees latitude (g = 980.6199 gals.).
 TF1809
 TF1809.The modeled gravity was interpolated from observed gravity values.
 TF1809
 TF1809;                    North         East    Units  Estimated Accuracy
 TF1809;SPC ND N     -   114,050.      540,750.      MT  (+/- 180 meters Scaled)
 TF1809
 TF1809                          SUPERSEDED SURVEY CONTROL
 TF1809
 TF1809.No superseded survey control is available for this station.
 TF1809
 TF1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289214(NAD 83)
 TF1809_MARKER: I = METAL ROD
 TF1809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TF1809_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TF1809_STAMPING: E 468 1982
 TF1809_MARK LOGO: NGS   
 TF1809_PROJECTION: FLUSH
 TF1809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF1809+STABILITY: POSITION/ELEVATION WELL
 TF1809_ROD/PIPE-DEPTH: 15.8 meters
 TF1809_SLEEVE-DEPTH  : 12.2 meters
 TF1809
 TF1809  HISTORY     - Date     Condition        Report By
 TF1809  HISTORY     - 1982     MONUMENTED       NGS
 TF1809
 TF1809                          STATION DESCRIPTION
 TF1809
 TF1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1809'23.2 KM (14.4 MI) SOUTH FROM MINOT.
 TF1809'23.2 KM (14.4 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 TF1809'OFFICE IN MINOT, AT A POWERLINE CROSSING, 63.7 METERS (209.0 FT) WEST
 TF1809'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 29.0 METERS
 TF1809'(95.1 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 TF1809'HIGHWAY, 26.2 METERS (86.0 FT) NORTH OF THE CENTER OF A CROSSOVER AND
 TF1809'1.8 METERS (5.9 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 TF1809'POINT IS THROUGH A 5-INCH LOGO CAP.
 TF1809'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1809'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1149 ***********************************************************************
 SL1149  DESIGNATION -  E 469
 SL1149  PID         -  SL1149
 SL1149  STATE/COUNTY-  ND/GRAND FORKS
 SL1149  USGS QUAD   -  GRAND FORKS (1994)
 SL1149
 SL1149                         *CURRENT SURVEY CONTROL
 SL1149  ___________________________________________________________________
 SL1149* NAD 83(1986)-  47 55 07.     (N)    097 02 41.     (W)     SCALED    
 SL1149* NAVD 88     -       255.011  (meters)     836.65   (feet)  ADJUSTED  
 SL1149  ___________________________________________________________________
 SL1149  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1149  DYNAMIC HT  -         255.060 (meters)     836.81  (feet)  COMP
 SL1149  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 SL1149
 SL1149  VERT ORDER  -  FIRST     CLASS II
 SL1149
 SL1149.The horizontal coordinates were scaled from a topographic map and have
 SL1149.an estimated accuracy of +/- 6 seconds.
 SL1149
 SL1149.The orthometric height was determined by differential leveling
 SL1149.and adjusted by the National Geodetic Survey in June 1991..
 SL1149
 SL1149.The geoid height was determined by GEOID03.
 SL1149
 SL1149.The dynamic height is computed by dividing the NAVD 88
 SL1149.geopotential number by the normal gravity value computed on the
 SL1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1149.degrees latitude (g = 980.6199 gals.).
 SL1149
 SL1149.The modeled gravity was interpolated from observed gravity values.
 SL1149
 SL1149;                    North         East    Units  Estimated Accuracy
 SL1149;SPC ND N     -   107,930.      858,150.      MT  (+/- 180 meters Scaled)
 SL1149
 SL1149                          SUPERSEDED SURVEY CONTROL
 SL1149
 SL1149.No superseded survey control is available for this station.
 SL1149
 SL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU460091(NAD 83)
 SL1149_MARKER: DB = BENCH MARK DISK
 SL1149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL1149_SP_SET: ABUTMENT OF BRIDGE
 SL1149_STAMPING: E 469 1981
 SL1149_MARK LOGO: NGS   
 SL1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1149
 SL1149  HISTORY     - Date     Condition        Report By
 SL1149  HISTORY     - 1981     MONUMENTED       NGS
 SL1149
 SL1149                          STATION DESCRIPTION
 SL1149
 SL1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1149'IN GRAND FORKS.
 SL1149'SET IN THE NORTHEAST ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD
 SL1149'BRIDGE OVER SOUTH WASHINGTON STREET, 21.6 METERS (71.0 FT) WEST OF A
 SL1149'RAILROAD SWITCHING STAND, 22.2 METERS (73.0 FT) EAST OF THE WEST END
 SL1149'OF THE NORTHWEST BRIDGE ABUTMENT, 1.6 METERS (5.5 FT) NORTH OF THE
 SL1149'NORTH RAIL OF THE NORTH ONE OF THREE TRACKS, 0.3 METER (1.0 FT) WEST
 SL1149'OF THE EAST EDGE OF THE ABUTMENT, 0.36 METERS (1.2 FT) NORTH OF THE
 SL1149'SOUTH EDGE OF THE ABUTMENT.
 SL1149'THE MARK IS 1.0 METERS  WSW FROM A WITNESS POST.
 SL1149'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1914 ***********************************************************************
 TF1914  DESIGNATION -  E 472
 TF1914  PID         -  TF1914
 TF1914  STATE/COUNTY-  ND/MCHENRY
 TF1914  USGS QUAD   -  NORWICH (1949)
 TF1914
 TF1914                         *CURRENT SURVEY CONTROL
 TF1914  ___________________________________________________________________
 TF1914* NAD 83(1986)-  48 14 24.     (N)    100 54 27.     (W)     SCALED    
 TF1914* NAVD 88     -       466.026  (meters)    1528.95   (feet)  ADJUSTED  
 TF1914  ___________________________________________________________________
 TF1914  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF1914  DYNAMIC HT  -         466.108 (meters)    1529.22  (feet)  COMP
 TF1914  MODELED GRAV-     980,773.2   (mgal)                       NAVD 88
 TF1914
 TF1914  VERT ORDER  -  FIRST     CLASS II
 TF1914
 TF1914.The horizontal coordinates were scaled from a topographic map and have
 TF1914.an estimated accuracy of +/- 6 seconds.
 TF1914
 TF1914.The orthometric height was determined by differential leveling
 TF1914.and adjusted by the National Geodetic Survey in June 1991..
 TF1914
 TF1914.The geoid height was determined by GEOID03.
 TF1914
 TF1914.The dynamic height is computed by dividing the NAVD 88
 TF1914.geopotential number by the normal gravity value computed on the
 TF1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1914.degrees latitude (g = 980.6199 gals.).
 TF1914
 TF1914.The modeled gravity was interpolated from observed gravity values.
 TF1914
 TF1914;                    North         East    Units  Estimated Accuracy
 TF1914;SPC ND N     -   137,950.      569,730.      MT  (+/- 180 meters Scaled)
 TF1914
 TF1914                          SUPERSEDED SURVEY CONTROL
 TF1914
 TF1914.No superseded survey control is available for this station.
 TF1914
 TF1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU583447(NAD 83)
 TF1914_MARKER: I = METAL ROD
 TF1914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1914_SP_SET: STAINLESS STEEL ROD
 TF1914_STAMPING: E 472 1982
 TF1914_MARK LOGO: NGS   
 TF1914_PROJECTION: FLUSH
 TF1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1914_ROD/PIPE-DEPTH: 9.7  meters
 TF1914
 TF1914  HISTORY     - Date     Condition        Report By
 TF1914  HISTORY     - 1982     MONUMENTED       NGS
 TF1914
 TF1914                          STATION DESCRIPTION
 TF1914
 TF1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1914'8.0 KM (5.0 MI) WEST FROM GRANVILLE.
 TF1914'8.0 KM (5.0 MI) SOUTH AND WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 TF1914'OF AN ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, SET
 TF1914'AT A SECTION LINE ROAD, 36.5 METERS (120.0 FT) NORTH OF THE CENTERLINE
 TF1914'OF THE HIGHWAY, 20.7 METERS (68.0 FT) EAST OF THE CENTER OF A GRAVEL
 TF1914'ROAD, 0.9 METER (3.0 FT) EAST OF A POWER POLE WITH A GUY WIRE, AND
 TF1914'6.2 METERS (20.5 FT) SOUTHWEST OF A POWER POLE WITH A GUY WIRE WITH
 TF1914'LINES RUNNING NORTH.
 TF1914'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1914'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0439 ***********************************************************************
 RQ0439  DESIGNATION -  E 473
 RQ0439  PID         -  RQ0439
 RQ0439  STATE/COUNTY-  ND/STUTSMAN
 RQ0439  USGS QUAD   -  ELDRIDGE (1990)
 RQ0439
 RQ0439                         *CURRENT SURVEY CONTROL
 RQ0439  ___________________________________________________________________
 RQ0439* NAD 83(1986)-  46 53 36.     (N)    098 48 13.     (W)     SCALED    
 RQ0439* NAVD 88     -       465.452  (meters)    1527.07   (feet)  ADJUSTED  
 RQ0439  ___________________________________________________________________
 RQ0439  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 RQ0439  DYNAMIC HT  -         465.471 (meters)    1527.13  (feet)  COMP
 RQ0439  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 RQ0439
 RQ0439  VERT ORDER  -  FIRST     CLASS II
 RQ0439
 RQ0439.The horizontal coordinates were scaled from a topographic map and have
 RQ0439.an estimated accuracy of +/- 6 seconds.
 RQ0439
 RQ0439.The orthometric height was determined by differential leveling
 RQ0439.and adjusted by the National Geodetic Survey in June 1991..
 RQ0439
 RQ0439.The geoid height was determined by GEOID03.
 RQ0439
 RQ0439.The dynamic height is computed by dividing the NAVD 88
 RQ0439.geopotential number by the normal gravity value computed on the
 RQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0439.degrees latitude (g = 980.6199 gals.).
 RQ0439
 RQ0439.The modeled gravity was interpolated from observed gravity values.
 RQ0439
 RQ0439;                    North         East    Units  Estimated Accuracy
 RQ0439;SPC ND S     -   137,750.      729,260.      MT  (+/- 180 meters Scaled)
 RQ0439
 RQ0439                          SUPERSEDED SURVEY CONTROL
 RQ0439
 RQ0439.No superseded survey control is available for this station.
 RQ0439
 RQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS149933(NAD 83)
 RQ0439_MARKER: I = METAL ROD
 RQ0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0439_SP_SET: STAINLESS STEEL ROD
 RQ0439_STAMPING: E 473 1982
 RQ0439_MARK LOGO: NGS   
 RQ0439_PROJECTION: FLUSH
 RQ0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0439_ROD/PIPE-DEPTH: 7.3  meters
 RQ0439
 RQ0439  HISTORY     - Date     Condition        Report By
 RQ0439  HISTORY     - 1982     MONUMENTED       NGS
 RQ0439
 RQ0439                          STATION DESCRIPTION
 RQ0439
 RQ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0439'6.8 KM (4.2 MI) WEST FROM JAMESTOWN.
 RQ0439'6.8 KM (4.2 MI) WEST ALONG INTERSTATE 94 FROM THE INTERSECTION OF U.S.
 RQ0439'HIGHWAY 281 IN JAMESTOWN, AT A REST AREA, 0.9 METER (3.0 FT) EAST OF
 RQ0439'THE SOUTHEAST CORNER OF A BRICK BUILDING USED AS REST ROOMS,
 RQ0439'3.7 METERS (12.5 FT) SOUTH-SOUTHWEST OF A LIGHT POLE, 8.3 METERS
 RQ0439'(27.5 FT) SOUTH OF AN 8 FOOT WOODEN FENCE, AND 15.6 METERS (51.5 FT)
 RQ0439'NORTH OF THE NORTH CURB OF THE REST AREA PARKING LOT.
 RQ0439'THE MARK IS 8.8 METERS  SSW FROM A WITNESS POST.
 RQ0439'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1613 ***********************************************************************
 TE1613  DESIGNATION -  E 474
 TE1613  PID         -  TE1613
 TE1613  STATE/COUNTY-  ND/BENSON
 TE1613  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1613
 TE1613                         *CURRENT SURVEY CONTROL
 TE1613  ___________________________________________________________________
 TE1613* NAD 83(1986)-  48 20 26.     (N)    099 46 55.     (W)     SCALED    
 TE1613* NAVD 88     -       504.486  (meters)    1655.13   (feet)  ADJUSTED  
 TE1613  ___________________________________________________________________
 TE1613  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TE1613  DYNAMIC HT  -         504.583 (meters)    1655.45  (feet)  COMP
 TE1613  MODELED GRAV-     980,786.7   (mgal)                       NAVD 88
 TE1613
 TE1613  VERT ORDER  -  FIRST     CLASS II
 TE1613
 TE1613.The horizontal coordinates were scaled from a topographic map and have
 TE1613.an estimated accuracy of +/- 6 seconds.
 TE1613
 TE1613.The orthometric height was determined by differential leveling
 TE1613.and adjusted by the National Geodetic Survey in June 1991..
 TE1613
 TE1613.The geoid height was determined by GEOID03.
 TE1613
 TE1613.The dynamic height is computed by dividing the NAVD 88
 TE1613.geopotential number by the normal gravity value computed on the
 TE1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1613.degrees latitude (g = 980.6199 gals.).
 TE1613
 TE1613.The modeled gravity was interpolated from observed gravity values.
 TE1613
 TE1613;                    North         East    Units  Estimated Accuracy
 TE1613;SPC ND N     -   149,290.      653,230.      MT  (+/- 180 meters Scaled)
 TE1613
 TE1613                          SUPERSEDED SURVEY CONTROL
 TE1613
 TE1613.No superseded survey control is available for this station.
 TE1613
 TE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU420544(NAD 83)
 TE1613_MARKER: I = METAL ROD
 TE1613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1613_SP_SET: STAINLESS STEEL ROD
 TE1613_STAMPING: E 474 1982
 TE1613_MARK LOGO: NGS   
 TE1613_PROJECTION: FLUSH
 TE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1613+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 TE1613_ROD/PIPE-DEPTH: 7.3  meters
 TE1613
 TE1613  HISTORY     - Date     Condition        Report By
 TE1613  HISTORY     - 1982     MONUMENTED       NGS
 TE1613  HISTORY     - 20000912 GOOD             NDHD
 TE1613
 TE1613                          STATION DESCRIPTION
 TE1613
 TE1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1613'17.2 KM (10.7 MI) EAST FROM RUGBY.
 TE1613'17.2 KM (10.7 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 TE1613'OF STATE ROUTE 3 IN RUGBY, 0.9 METER (3.0 FT) WEST OF POWER POLE
 TE1613'NUMBER 85, 2.4 METERS (8.0 FT) EAST-NORTHEAST OF A CONCRETE RIGHT OF
 TE1613'WAY MARKER, 31.0 METERS (102.0 FT) NORTH OF THE CENTERLINE OF THE
 TE1613'WESTBOUND LANE OF THE HIGHWAY, 32.0 METERS (105.0 FT) EAST OF THE
 TE1613'CENTER OF A FIELD ROAD LEADING NORTH, AND 32.3 METERS (106.0 FT)
 TE1613'NORTHEAST OF HIGHWAY MILEPOST 222.
 TE1613'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TE1613'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TE1613
 TE1613                          STATION RECOVERY (2000)
 TE1613
 TE1613'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1613'STAMPED E 474  1982'
 TE1613' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1868 ***********************************************************************
 TF1868  DESIGNATION -  E 475
 TF1868  PID         -  TF1868
 TF1868  STATE/COUNTY-  ND/ROLETTE
 TF1868  USGS QUAD   -  FONDA (1955)
 TF1868
 TF1868                         *CURRENT SURVEY CONTROL
 TF1868  ___________________________________________________________________
 TF1868* NAD 83(1986)-  48 43 06.     (N)    100 02 29.     (W)     SCALED    
 TF1868* NAVD 88     -       481.959  (meters)    1581.23   (feet)  ADJUSTED  
 TF1868  ___________________________________________________________________
 TF1868  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TF1868  DYNAMIC HT  -         482.079 (meters)    1581.62  (feet)  COMP
 TF1868  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TF1868
 TF1868  VERT ORDER  -  FIRST     CLASS II
 TF1868
 TF1868.The horizontal coordinates were scaled from a topographic map and have
 TF1868.an estimated accuracy of +/- 6 seconds.
 TF1868
 TF1868.The orthometric height was determined by differential leveling
 TF1868.and adjusted by the National Geodetic Survey in June 1991..
 TF1868
 TF1868.The geoid height was determined by GEOID03.
 TF1868
 TF1868.The dynamic height is computed by dividing the NAVD 88
 TF1868.geopotential number by the normal gravity value computed on the
 TF1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1868.degrees latitude (g = 980.6199 gals.).
 TF1868
 TF1868.The modeled gravity was interpolated from observed gravity values.
 TF1868
 TF1868;                    North         East    Units  Estimated Accuracy
 TF1868;SPC ND N     -   191,150.      633,750.      MT  (+/- 180 meters Scaled)
 TF1868
 TF1868                          SUPERSEDED SURVEY CONTROL
 TF1868
 TF1868.No superseded survey control is available for this station.
 TF1868
 TF1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU234966(NAD 83)
 TF1868_MARKER: I = METAL ROD
 TF1868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1868_SP_SET: STAINLESS STEEL ROD
 TF1868_STAMPING: E 475 1982
 TF1868_MARK LOGO: NGS   
 TF1868_PROJECTION: FLUSH
 TF1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1868_ROD/PIPE-DEPTH: 9.7  meters
 TF1868
 TF1868  HISTORY     - Date     Condition        Report By
 TF1868  HISTORY     - 1982     MONUMENTED       NGS
 TF1868
 TF1868                          STATION DESCRIPTION
 TF1868
 TF1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1868'10.1 KM (6.3 MI) SOUTH FROM DUNSEITH.
 TF1868'10.1 KM (6.3 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1868'STATE HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A JOG IN THE HIGHWAY,
 TF1868'24.8 METERS (81.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 TF1868'0.8 METER (2.5 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER.
 TF1868'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1868'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1950 ***********************************************************************
 TF1950  DESIGNATION -  E 476
 TF1950  PID         -  TF1950
 TF1950  STATE/COUNTY-  ND/PIERCE
 TF1950  USGS QUAD   -  BERWICK (1954)
 TF1950
 TF1950                         *CURRENT SURVEY CONTROL
 TF1950  ___________________________________________________________________
 TF1950* NAD 83(1986)-  48 21 20.     (N)    100 07 44.     (W)     SCALED    
 TF1950* NAVD 88     -       453.931  (meters)    1489.27   (feet)  ADJUSTED  
 TF1950  ___________________________________________________________________
 TF1950  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 TF1950  DYNAMIC HT  -         454.023 (meters)    1489.57  (feet)  COMP
 TF1950  MODELED GRAV-     980,798.8   (mgal)                       NAVD 88
 TF1950
 TF1950  VERT ORDER  -  FIRST     CLASS II
 TF1950
 TF1950.The horizontal coordinates were scaled from a topographic map and have
 TF1950.an estimated accuracy of +/- 6 seconds.
 TF1950
 TF1950.The orthometric height was determined by differential leveling
 TF1950.and adjusted by the National Geodetic Survey in June 1991..
 TF1950
 TF1950.The geoid height was determined by GEOID03.
 TF1950
 TF1950.The dynamic height is computed by dividing the NAVD 88
 TF1950.geopotential number by the normal gravity value computed on the
 TF1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1950.degrees latitude (g = 980.6199 gals.).
 TF1950
 TF1950.The modeled gravity was interpolated from observed gravity values.
 TF1950
 TF1950;                    North         East    Units  Estimated Accuracy
 TF1950;SPC ND N     -   150,780.      627,500.      MT  (+/- 180 meters Scaled)
 TF1950
 TF1950                          SUPERSEDED SURVEY CONTROL
 TF1950
 TF1950.No superseded survey control is available for this station.
 TF1950
 TF1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU163564(NAD 83)
 TF1950_MARKER: I = METAL ROD
 TF1950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1950_SP_SET: STAINLESS STEEL ROD
 TF1950_STAMPING: E 476 1982
 TF1950_MARK LOGO: NGS   
 TF1950_PROJECTION: FLUSH
 TF1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1950_ROD/PIPE-DEPTH: 9.7  meters
 TF1950
 TF1950  HISTORY     - Date     Condition        Report By
 TF1950  HISTORY     - 1982     MONUMENTED       NGS
 TF1950
 TF1950                          STATION DESCRIPTION
 TF1950
 TF1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1950'9.6 KM (6.0 MI) WEST FROM RUGBY.
 TF1950'9.6 KM (6.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1950'HIGHWAY 3 IN RUGBY, AT A SECTION LINE, 1.0 METER (3.5 FT) WEST OF A
 TF1950'POWERLINE POLE NUMBER 110, 8.2 METERS (27.0 FT) WEST OF THE EXTENDED
 TF1950'CENTER OF A FIELD ROAD, 32.6 METERS (107.0 FT) WEST OF A CORNER FENCE
 TF1950'POST, AND 35.6 METERS (117.0 FT) NORTH OF THE CENTERLINE OF THE
 TF1950'HIGHWAY.
 TF1950'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1950'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1166 ***********************************************************************
 SL1166  DESIGNATION -  E 477
 SL1166  PID         -  SL1166
 SL1166  STATE/COUNTY-  ND/GRAND FORKS
 SL1166  USGS QUAD   -  LARIMORE WEST (1963)
 SL1166
 SL1166                         *CURRENT SURVEY CONTROL
 SL1166  ___________________________________________________________________
 SL1166* NAD 83(1986)-  47 56 56.     (N)    097 43 52.     (W)     SCALED    
 SL1166* NAVD 88     -       359.270  (meters)    1178.70   (feet)  ADJUSTED  
 SL1166  ___________________________________________________________________
 SL1166  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 SL1166  DYNAMIC HT  -         359.329 (meters)    1178.90  (feet)  COMP
 SL1166  MODELED GRAV-     980,766.0   (mgal)                       NAVD 88
 SL1166
 SL1166  VERT ORDER  -  FIRST     CLASS II
 SL1166
 SL1166.The horizontal coordinates were scaled from a topographic map and have
 SL1166.an estimated accuracy of +/- 6 seconds.
 SL1166
 SL1166.The orthometric height was determined by differential leveling
 SL1166.and adjusted by the National Geodetic Survey in June 1991..
 SL1166
 SL1166.The geoid height was determined by GEOID03.
 SL1166
 SL1166.The dynamic height is computed by dividing the NAVD 88
 SL1166.geopotential number by the normal gravity value computed on the
 SL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1166.degrees latitude (g = 980.6199 gals.).
 SL1166
 SL1166.The modeled gravity was interpolated from observed gravity values.
 SL1166
 SL1166;                    North         East    Units  Estimated Accuracy
 SL1166;SPC ND N     -   109,220.      806,780.      MT  (+/- 180 meters Scaled)
 SL1166
 SL1166                          SUPERSEDED SURVEY CONTROL
 SL1166
 SL1166.No superseded survey control is available for this station.
 SL1166
 SL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU947113(NAD 83)
 SL1166_MARKER: I = METAL ROD
 SL1166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1166_SP_SET: STAINLESS STEEL ROD
 SL1166_STAMPING: E 477 1982
 SL1166_MARK LOGO: NGS   
 SL1166_PROJECTION: FLUSH
 SL1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1166_ROD/PIPE-DEPTH: 3.6  meters
 SL1166
 SL1166  HISTORY     - Date     Condition        Report By
 SL1166  HISTORY     - 1982     MONUMENTED       NGS
 SL1166
 SL1166                          STATION DESCRIPTION
 SL1166
 SL1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1166'13.5 KM (8.1 MI) NW FROM LARIMORE.
 SL1166'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1166'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1166'8.8 KM (5.15 MI) WEST ALONG U.S. HIGHWAY 2 TO A COUNTY ROAD CROSSING,
 SL1166'28.3 METERS (93.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 SL1166'THE HIGHWAY, 17.3 METERS (58.6 FT) SOUTHEAST OF A 1.0 FOOT METAL
 SL1166'CULVERT UNDER THE COUNTY ROAD, 17.0 METERS (57.6 FT) EAST OF THE
 SL1166'CENTER OF THE COUNTY ROAD, AND 0.3 METER (1.0 FT) NORTH OF A WITNESS
 SL1166'POST.
 SL1166'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SL1166'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1564 ***********************************************************************
 TE1564  DESIGNATION -  E 478
 TE1564  PID         -  TE1564
 TE1564  STATE/COUNTY-  ND/RAMSEY
 TE1564  USGS QUAD   -  CRARY (1994)
 TE1564
 TE1564                         *CURRENT SURVEY CONTROL
 TE1564  ___________________________________________________________________
 TE1564* NAD 83(1986)-  48 02 58.     (N)    098 39 36.     (W)     SCALED    
 TE1564* NAVD 88     -       449.843  (meters)    1475.86   (feet)  ADJUSTED  
 TE1564  ___________________________________________________________________
 TE1564  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE1564  DYNAMIC HT  -         449.914 (meters)    1476.09  (feet)  COMP
 TE1564  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 TE1564
 TE1564  VERT ORDER  -  FIRST     CLASS II
 TE1564
 TE1564.The horizontal coordinates were scaled from a topographic map and have
 TE1564.an estimated accuracy of +/- 6 seconds.
 TE1564
 TE1564.The orthometric height was determined by differential leveling
 TE1564.and adjusted by the National Geodetic Survey in June 1991..
 TE1564
 TE1564.The geoid height was determined by GEOID03.
 TE1564
 TE1564.The dynamic height is computed by dividing the NAVD 88
 TE1564.geopotential number by the normal gravity value computed on the
 TE1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1564.degrees latitude (g = 980.6199 gals.).
 TE1564
 TE1564.The modeled gravity was interpolated from observed gravity values.
 TE1564
 TE1564;                    North         East    Units  Estimated Accuracy
 TE1564;SPC ND N     -   118,320.      737,160.      MT  (+/- 180 meters Scaled)
 TE1564
 TE1564                          SUPERSEDED SURVEY CONTROL
 TE1564
 TE1564.No superseded survey control is available for this station.
 TE1564
 TE1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU253218(NAD 83)
 TE1564_MARKER: I = METAL ROD
 TE1564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1564_SP_SET: STAINLESS STEEL ROD
 TE1564_STAMPING: E 478 1982
 TE1564_MARK LOGO: NGS   
 TE1564_PROJECTION: FLUSH
 TE1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1564_ROD/PIPE-DEPTH: 4.9  meters
 TE1564
 TE1564  HISTORY     - Date     Condition        Report By
 TE1564  HISTORY     - 1982     MONUMENTED       NGS
 TE1564
 TE1564                          STATION DESCRIPTION
 TE1564
 TE1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1564'18.2 KM (11.25 MI) EAST FROM DEVILS LAKE.
 TE1564'18.2 KM (11.25 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1564'STATE HIGHWAY 20 IN DEVILS LAKE, TO A GRAVEL ROAD CROSSING,
 TE1564'30.4 METERS (100.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE
 TE1564'OF THE HIGHWAY, 28.6 METERS (94.0 FT) EAST OF THE CENTER OF A COUNTRY
 TE1564'ROAD, 12.6 METERS (41.5 FT) EAST OF A BURIED TELEPHONE JUNCTION BOX
 TE1564'NUMBER E 2119, 2.4 METERS (8.0 FT) WEST OF A TELEPHONE BOX NUMBER E
 TE1564'2119, AND 1.1 METERS (3.5 FT) WEST OF A RIGHT OF WAY MARKER.
 TE1564'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1564'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1559 ***********************************************************************
 TE1559  DESIGNATION -  E 479
 TE1559  PID         -  TE1559
 TE1559  STATE/COUNTY-  ND/RAMSEY
 TE1559  USGS QUAD   -  DOYON (1971)
 TE1559
 TE1559                         *CURRENT SURVEY CONTROL
 TE1559  ___________________________________________________________________
 TE1559* NAD 83(1986)-  48 03 11.     (N)    098 31 47.     (W)     SCALED    
 TE1559* NAVD 88     -       461.102  (meters)    1512.80   (feet)  ADJUSTED  
 TE1559  ___________________________________________________________________
 TE1559  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE1559  DYNAMIC HT  -         461.176 (meters)    1513.04  (feet)  COMP
 TE1559  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 TE1559
 TE1559  VERT ORDER  -  FIRST     CLASS II
 TE1559
 TE1559.The horizontal coordinates were scaled from a topographic map and have
 TE1559.an estimated accuracy of +/- 6 seconds.
 TE1559
 TE1559.The orthometric height was determined by differential leveling
 TE1559.and adjusted by the National Geodetic Survey in June 1991..
 TE1559
 TE1559.The geoid height was determined by GEOID03.
 TE1559
 TE1559.The dynamic height is computed by dividing the NAVD 88
 TE1559.geopotential number by the normal gravity value computed on the
 TE1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1559.degrees latitude (g = 980.6199 gals.).
 TE1559
 TE1559.The modeled gravity was interpolated from observed gravity values.
 TE1559
 TE1559;                    North         East    Units  Estimated Accuracy
 TE1559;SPC ND N     -   118,960.      746,860.      MT  (+/- 180 meters Scaled)
 TE1559
 TE1559                          SUPERSEDED SURVEY CONTROL
 TE1559
 TE1559.No superseded survey control is available for this station.
 TE1559
 TE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU350223(NAD 83)
 TE1559_MARKER: I = METAL ROD
 TE1559_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1559_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1559_STAMPING: E 479 1982
 TE1559_MARK LOGO: NGS   
 TE1559_PROJECTION: RECESSED 4 CENTIMETERS
 TE1559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1559+STABILITY: POSITION/ELEVATION WELL
 TE1559_ROD/PIPE-DEPTH: 21.3 meters
 TE1559_SLEEVE-DEPTH  : 10.6 meters
 TE1559
 TE1559  HISTORY     - Date     Condition        Report By
 TE1559  HISTORY     - 1982     MONUMENTED       NGS
 TE1559
 TE1559                          STATION DESCRIPTION
 TE1559
 TE1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1559'IN DOYON.
 TE1559'IN DOYON, IN THE SOUTH LAWN OF THE BETHLEHEM LUTHERAN CHURCH,
 TE1559'28.9 METERS (95.0 FT) WEST OF A NORTH SOUTH GRAVEL STREET, 11.5 METERS
 TE1559'(38.0 FT) NORTH OF AN EAST-WEST GRAVEL STREET, 5.9 METERS (19.5 FT)
 TE1559'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CHURCH, 13.4 METERS (44.0 FT)
 TE1559'EAST SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 12.1 METERS
 TE1559'(40.0 FT) WEST OF THE SOUTHWEST CORNER OF A BRICK FLOWER BED WITH THE
 TE1559'CHURCH BELL TOWER INSIDE, 4.1 METERS (13.5 FT) SOUTH OF THE SOUTH FACE
 TE1559'OF THE CHURCH, AND 5.4 METERS (18.0 FT) NORTHEAST OF A SMALL MAPLE
 TE1559'TREE.
 TE1559'THE MARK IS 0.6 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1586 ***********************************************************************
 TE1586  DESIGNATION -  E 479 X
 TE1586  PID         -  TE1586
 TE1586  STATE/COUNTY-  ND/RAMSEY
 TE1586  USGS QUAD   -  PENN (1994)
 TE1586
 TE1586                         *CURRENT SURVEY CONTROL
 TE1586  ___________________________________________________________________
 TE1586* NAD 83(1986)-  48 13 13.     (N)    099 05 29.     (W)     SCALED    
 TE1586* NAVD 88     -       446.653  (meters)    1465.39   (feet)  ADJUSTED  
 TE1586  ___________________________________________________________________
 TE1586  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 TE1586  DYNAMIC HT  -         446.735 (meters)    1465.66  (feet)  COMP
 TE1586  MODELED GRAV-     980,781.6   (mgal)                       NAVD 88
 TE1586
 TE1586  VERT ORDER  -  FIRST     CLASS II
 TE1586
 TE1586.The horizontal coordinates were scaled from a topographic map and have
 TE1586.an estimated accuracy of +/- 6 seconds.
 TE1586
 TE1586.The orthometric height was determined by differential leveling
 TE1586.and adjusted by the National Geodetic Survey in June 1991..
 TE1586
 TE1586.The geoid height was determined by GEOID03.
 TE1586
 TE1586.The dynamic height is computed by dividing the NAVD 88
 TE1586.geopotential number by the normal gravity value computed on the
 TE1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1586.degrees latitude (g = 980.6199 gals.).
 TE1586
 TE1586.The modeled gravity was interpolated from observed gravity values.
 TE1586
 TE1586;                    North         East    Units  Estimated Accuracy
 TE1586;SPC ND N     -   136,630.      704,660.      MT  (+/- 180 meters Scaled)
 TE1586
 TE1586                          SUPERSEDED SURVEY CONTROL
 TE1586
 TE1586.No superseded survey control is available for this station.
 TE1586
 TE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU932407(NAD 83)
 TE1586_MARKER: I = METAL ROD
 TE1586_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1586_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1586_STAMPING: E 479 X 1982
 TE1586_MARK LOGO: NGS   
 TE1586_PROJECTION: RECESSED 6 CENTIMETERS
 TE1586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1586+STABILITY: POSITION/ELEVATION WELL
 TE1586_ROD/PIPE-DEPTH: 15.8 meters
 TE1586_SLEEVE-DEPTH  : 10.9 meters
 TE1586
 TE1586  HISTORY     - Date     Condition        Report By
 TE1586  HISTORY     - 1982     MONUMENTED       NGS
 TE1586
 TE1586                          STATION DESCRIPTION
 TE1586
 TE1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1586'IN PENN.
 TE1586'SET IN THE NORTH LAWN OF THE CONTINENTAL TELEPHONE SYSTEM SUB STATION
 TE1586'IN PENN, NORTH AND IN LINE WITH THE EAST FACE OF A RED BRICK BUILDING,
 TE1586'ALSO 11.5 KM (7.15 MI) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 2
 TE1586'AND U.S. HIGHWAY 281 ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS FERRY,
 TE1586'THENCE 0.3 KM (0.2 MI) NORTH ALONG COUNTY ROAD 2, 24.0 METERS
 TE1586'(79.0 FT) NORTH NORTHEAST OF THE CENTER OF A EAST-WEST GRAVEL STREET,
 TE1586'4.4 METERS (14.5 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE
 TE1586'TELEPHONE BUILDING, 7.0 METERS (23.0 FT) EAST NORTHEAST OF THE
 TE1586'NORTHWEST CORNER OF THE BUILDING, 10.3 METERS (34.0 FT) EAST SOUTHEAST
 TE1586'OF THE EAST FACE OF THE POST OFFICE AND GENERAL STORE BUILDING, AND
 TE1586'12.1 METERS (40.0 FT) SOUTHEAST OF A 0.7 METER (2.5 FT) IN DIAMETER
 TE1586'OAK TREE WITH A FORK.  NOTE, DATUM POINT STAMPED E 479.
 TE1586'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0494 ***********************************************************************
 SL0494  DESIGNATION -  E 48
 SL0494  PID         -  SL0494
 SL0494  STATE/COUNTY-  ND/TRAILL
 SL0494  USGS QUAD   -  HILLSBORO (1984)
 SL0494
 SL0494                         *CURRENT SURVEY CONTROL
 SL0494  ___________________________________________________________________
 SL0494* NAD 83(1986)-  47 27 30.     (N)    097 04 13.     (W)     SCALED    
 SL0494* NAVD 88     -       276.085  (meters)     905.79   (feet)  ADJUSTED  
 SL0494  ___________________________________________________________________
 SL0494  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 SL0494  DYNAMIC HT  -         276.124 (meters)     905.92  (feet)  COMP
 SL0494  MODELED GRAV-     980,746.4   (mgal)                       NAVD 88
 SL0494
 SL0494  VERT ORDER  -  SECOND    CLASS 0
 SL0494
 SL0494.The horizontal coordinates were scaled from a topographic map and have
 SL0494.an estimated accuracy of +/- 6 seconds.
 SL0494
 SL0494.The orthometric height was determined by differential leveling
 SL0494.and adjusted by the National Geodetic Survey in June 1991..
 SL0494
 SL0494.The geoid height was determined by GEOID03.
 SL0494
 SL0494.The dynamic height is computed by dividing the NAVD 88
 SL0494.geopotential number by the normal gravity value computed on the
 SL0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0494.degrees latitude (g = 980.6199 gals.).
 SL0494
 SL0494.The modeled gravity was interpolated from observed gravity values.
 SL0494
 SL0494;                    North         East    Units  Estimated Accuracy
 SL0494;SPC ND N     -    56,720.      858,530.      MT  (+/- 180 meters Scaled)
 SL0494
 SL0494                          SUPERSEDED SURVEY CONTROL
 SL0494
 SL0494  NGVD 29 (??/??/92)  275.732  (m)          904.63   (f) ADJ UNCH    2 0
 SL0494
 SL0494.Superseded values are not recommended for survey control.
 SL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0494.See file dsdata.txt to determine how the superseded data were derived.
 SL0494
 SL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT454579(NAD 83)
 SL0494_MARKER: DB = BENCH MARK DISK
 SL0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0494_SP_SET: CULVERT
 SL0494_STAMPING: E-48 1934
 SL0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0494
 SL0494  HISTORY     - Date     Condition        Report By
 SL0494  HISTORY     - 1934     MONUMENTED       CGS
 SL0494
 SL0494                          STATION DESCRIPTION
 SL0494
 SL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0494'IN TAFT SIDING.
 SL0494'AT TAFT, TRAILL COUNTY, ON THE GREAT NORTHERN RAILWAY, ABOUT 5-1/2
 SL0494'POLES NORTH OF MILEPOST 66, ABOUT 215 FEET NORTH OF THE NORTH POINT OF
 SL0494'A SIDING SWITCH, AT 12-FOOT CONCRETE CULVERT 101, IN THE NORTH END OF
 SL0494'THE EAST CONCRETE FOOT WALL, 2 FEET FROM THE NORTH END, 8 FEET EAST OF
 SL0494'THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE RAIL. A
 SL0494'STANDARD DISK, STAMPED E 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0986 ***********************************************************************
 SM0986  DESIGNATION -  E 480
 SM0986  PID         -  SM0986
 SM0986  STATE/COUNTY-  ND/BENSON
 SM0986  USGS QUAD   -  OBERON (1986)
 SM0986
 SM0986                         *CURRENT SURVEY CONTROL
 SM0986  ___________________________________________________________________
 SM0986* NAD 83(1986)-  47 58 41.     (N)    099 11 07.     (W)     SCALED    
 SM0986* NAVD 88     -       469.420  (meters)    1540.09   (feet)  ADJUSTED  
 SM0986  ___________________________________________________________________
 SM0986  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 SM0986  DYNAMIC HT  -         469.491 (meters)    1540.32  (feet)  COMP
 SM0986  MODELED GRAV-     980,748.4   (mgal)                       NAVD 88
 SM0986
 SM0986  VERT ORDER  -  FIRST     CLASS II
 SM0986
 SM0986.The horizontal coordinates were scaled from a topographic map and have
 SM0986.an estimated accuracy of +/- 6 seconds.
 SM0986
 SM0986.The orthometric height was determined by differential leveling
 SM0986.and adjusted by the National Geodetic Survey in June 1991..
 SM0986
 SM0986.The geoid height was determined by GEOID03.
 SM0986
 SM0986.The dynamic height is computed by dividing the NAVD 88
 SM0986.geopotential number by the normal gravity value computed on the
 SM0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0986.degrees latitude (g = 980.6199 gals.).
 SM0986
 SM0986.The modeled gravity was interpolated from observed gravity values.
 SM0986
 SM0986;                    North         East    Units  Estimated Accuracy
 SM0986;SPC ND N     -   109,580.      698,140.      MT  (+/- 180 meters Scaled)
 SM0986
 SM0986                          SUPERSEDED SURVEY CONTROL
 SM0986
 SM0986  NGVD 29 (04/23/90)  469.047  (m)         1538.87   (f) ADJUSTED    1 2
 SM0986
 SM0986.Superseded values are not recommended for survey control.
 SM0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0986.See file dsdata.txt to determine how the superseded data were derived.
 SM0986
 SM0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU861138(NAD 83)
 SM0986_MARKER: I = METAL ROD
 SM0986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0986_SP_SET: STAINLESS STEEL ROD
 SM0986_STAMPING: E 480 1982
 SM0986_MARK LOGO: NGS   
 SM0986_PROJECTION: FLUSH
 SM0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM0986+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 SM0986_ROD/PIPE-DEPTH: 6.1  meters
 SM0986
 SM0986  HISTORY     - Date     Condition        Report By
 SM0986  HISTORY     - 1982     MONUMENTED       NGS
 SM0986  HISTORY     - 19990607 GOOD             NDWC
 SM0986
 SM0986                          STATION DESCRIPTION
 SM0986
 SM0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0986'8.0 KM (5.0 MI) NNE FROM OBERON.
 SM0986'6.1 KM (3.8 MI) NORTH ALONG (OLD) U.S. HIGHWAY 281 FROM OBERON TO A
 SM0986'CROSSROAD AND (NEW) U.S. HIGHWAY 281, THENCE 1.9 KM (1.2 MI) EAST
 SM0986'ALONG (NEW) U.S. HIGHWAY 281 TO A DRIVEWAY (NORTH) AND THE MARK,
 SM0986'56.1 METERS (184.0 FT) NORTHEAST OF HIGHWAY MILEPOST 152, 30.5 METERS
 SM0986'(100.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS
 SM0986'(48.0 FT) EAST OF THE CENTER OF THE DRIVEWAY, 2.0 METERS (6.5 FT)
 SM0986'SOUTHWEST OF A NORTH-SOUTH FENCELINE, 0.9 METER (3.0 FT) SOUTHWEST OF
 SM0986'A POWERLINE POLE, AND 0.8 METER (2.5 FT) SOUTH OF A EAST-WEST
 SM0986'FENCELINE.
 SM0986'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SM0986'THE MARK IS 1.2 M BELOW HIGHWAY.
 SM0986
 SM0986                          STATION RECOVERY (1999)
 SM0986
 SM0986'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 SM0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1008 ***********************************************************************
 SM1008  DESIGNATION -  E 481
 SM1008  PID         -  SM1008
 SM1008  STATE/COUNTY-  ND/EDDY
 SM1008  USGS QUAD   -  NEW ROCKFORD (1986)
 SM1008
 SM1008                         *CURRENT SURVEY CONTROL
 SM1008  ___________________________________________________________________
 SM1008* NAD 83(1986)-  47 42 37.     (N)    099 07 33.     (W)     SCALED    
 SM1008* NAVD 88     -       467.600  (meters)    1534.12   (feet)  ADJUSTED  
 SM1008  ___________________________________________________________________
 SM1008  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SM1008  DYNAMIC HT  -         467.651 (meters)    1534.29  (feet)  COMP
 SM1008  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 SM1008
 SM1008  VERT ORDER  -  FIRST     CLASS II
 SM1008
 SM1008.The horizontal coordinates were scaled from a topographic map and have
 SM1008.an estimated accuracy of +/- 6 seconds.
 SM1008
 SM1008.The orthometric height was determined by differential leveling
 SM1008.and adjusted by the National Geodetic Survey in June 1991..
 SM1008
 SM1008.The geoid height was determined by GEOID03.
 SM1008
 SM1008.The dynamic height is computed by dividing the NAVD 88
 SM1008.geopotential number by the normal gravity value computed on the
 SM1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1008.degrees latitude (g = 980.6199 gals.).
 SM1008
 SM1008.The modeled gravity was interpolated from observed gravity values.
 SM1008
 SM1008;                    North         East    Units  Estimated Accuracy
 SM1008;SPC ND N     -    79,890.      703,110.      MT  (+/- 180 meters Scaled)
 SM1008
 SM1008                          SUPERSEDED SURVEY CONTROL
 SM1008
 SM1008  NGVD 29 (04/23/90)  467.209  (m)         1532.83   (f) ADJUSTED    1 2
 SM1008
 SM1008.Superseded values are not recommended for survey control.
 SM1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1008.See file dsdata.txt to determine how the superseded data were derived.
 SM1008
 SM1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT905841(NAD 83)
 SM1008_MARKER: I = METAL ROD
 SM1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1008_SP_SET: STAINLESS STEEL ROD
 SM1008_STAMPING: E 481 1982
 SM1008_MARK LOGO: NGS   
 SM1008_PROJECTION: FLUSH
 SM1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1008_ROD/PIPE-DEPTH: 4.87 meters
 SM1008
 SM1008  HISTORY     - Date     Condition        Report By
 SM1008  HISTORY     - 1982     MONUMENTED       NGS
 SM1008
 SM1008                          STATION DESCRIPTION
 SM1008
 SM1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1008'4.4 KM (2.75 MI) NORTH FROM NEW ROCKFORD.
 SM1008'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1008'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 3.5 KM (2.2 MI)
 SM1008'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK, ON THE WEST SIDE OF THE
 SM1008'HIGHWAY, 34.7 METERS (114.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1008'31.4 METERS (103.0 FT) NORTH OF A TELEPHONE JUNCTION BOX, 0.3 METER
 SM1008'(1.0 FT) NORTH OF AN EAST-WEST FENCE LINE, AND 0.3 METER (1.0 FT) WEST
 SM1008'OF A NORTH-SOUTH FENCE LINE.
 SM1008'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM1008'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1034 ***********************************************************************
 SM1034  DESIGNATION -  E 482
 SM1034  PID         -  SM1034
 SM1034  STATE/COUNTY-  ND/FOSTER
 SM1034  USGS QUAD   -  MELVILLE (1986)
 SM1034
 SM1034                         *CURRENT SURVEY CONTROL
 SM1034  ___________________________________________________________________
 SM1034* NAD 83(1986)-  47 19 41.     (N)    099 01 53.     (W)     SCALED    
 SM1034* NAVD 88     -       487.846  (meters)    1600.54   (feet)  ADJUSTED  
 SM1034  ___________________________________________________________________
 SM1034  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SM1034  DYNAMIC HT  -         487.888 (meters)    1600.68  (feet)  COMP
 SM1034  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 SM1034
 SM1034  VERT ORDER  -  FIRST     CLASS II
 SM1034
 SM1034.The horizontal coordinates were scaled from a topographic map and have
 SM1034.an estimated accuracy of +/- 6 seconds.
 SM1034
 SM1034.The orthometric height was determined by differential leveling
 SM1034.and adjusted by the National Geodetic Survey in June 1991..
 SM1034
 SM1034.The geoid height was determined by GEOID03.
 SM1034
 SM1034.The dynamic height is computed by dividing the NAVD 88
 SM1034.geopotential number by the normal gravity value computed on the
 SM1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1034.degrees latitude (g = 980.6199 gals.).
 SM1034
 SM1034.The modeled gravity was interpolated from observed gravity values.
 SM1034
 SM1034;                    North         East    Units  Estimated Accuracy
 SM1034;SPC ND N     -    37,530.      711,010.      MT  (+/- 180 meters Scaled)
 SM1034
 SM1034                          SUPERSEDED SURVEY CONTROL
 SM1034
 SM1034  NGVD 29 (04/23/90)  487.462  (m)         1599.28   (f) ADJUSTED    1 2
 SM1034
 SM1034.Superseded values are not recommended for survey control.
 SM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1034.See file dsdata.txt to determine how the superseded data were derived.
 SM1034
 SM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT976416(NAD 83)
 SM1034_MARKER: I = METAL ROD
 SM1034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1034_SP_SET: STAINLESS STEEL ROD
 SM1034_STAMPING: E 482 1982
 SM1034_MARK LOGO: NGS   
 SM1034_PROJECTION: FLUSH
 SM1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1034_ROD/PIPE-DEPTH: 7.3  meters
 SM1034
 SM1034  HISTORY     - Date     Condition        Report By
 SM1034  HISTORY     - 1982     MONUMENTED       NGS
 SM1034
 SM1034                          STATION DESCRIPTION
 SM1034
 SM1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1034'15.8 KM (9.85 MI) SE FROM CARRINGTON.
 SM1034'15.8 KM (9.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1034'OF STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON, AT A
 SM1034'DIRT ROAD, 61.26 METERS (201.0 FT) NORTHEAST OF A CONCRETE
 SM1034'RIGHT-OF-WAY MARKER, 42.06 METERS (138.0 FT) NORTHEAST OF THE
 SM1034'CENTERLINE OF THE HIGHWAY, AND 6.10 METERS (20.0 FT) SOUTH-SOUTHEAST
 SM1034'OF THE CENTER OF A TRACK ROAD.
 SM1034'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SM1034'THE MARK IS ABOVE LEVEL WITH TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0429 ***********************************************************************
 RQ0429  DESIGNATION -  E 483
 RQ0429  PID         -  RQ0429
 RQ0429  STATE/COUNTY-  ND/STUTSMAN
 RQ0429  USGS QUAD   -  JAMESTOWN (1990)
 RQ0429
 RQ0429                         *CURRENT SURVEY CONTROL
 RQ0429  ___________________________________________________________________
 RQ0429* NAD 83(1986)-  46 57 03.     (N)    098 44 02.     (W)     SCALED    
 RQ0429* NAVD 88     -       462.660  (meters)    1517.91   (feet)  ADJUSTED  
 RQ0429  ___________________________________________________________________
 RQ0429  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 RQ0429  DYNAMIC HT  -         462.682 (meters)    1517.98  (feet)  COMP
 RQ0429  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 RQ0429
 RQ0429  VERT ORDER  -  FIRST     CLASS II
 RQ0429
 RQ0429.The horizontal coordinates were scaled from a topographic map and have
 RQ0429.an estimated accuracy of +/- 6 seconds.
 RQ0429
 RQ0429.The orthometric height was determined by differential leveling
 RQ0429.and adjusted by the National Geodetic Survey in June 1991..
 RQ0429
 RQ0429.The geoid height was determined by GEOID03.
 RQ0429
 RQ0429.The dynamic height is computed by dividing the NAVD 88
 RQ0429.geopotential number by the normal gravity value computed on the
 RQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0429.degrees latitude (g = 980.6199 gals.).
 RQ0429
 RQ0429.The modeled gravity was interpolated from observed gravity values.
 RQ0429
 RQ0429;                    North         East    Units  Estimated Accuracy
 RQ0429;SPC ND S     -   144,260.      734,430.      MT  (+/- 180 meters Scaled)
 RQ0429
 RQ0429                          SUPERSEDED SURVEY CONTROL
 RQ0429
 RQ0429  NGVD 29 (04/23/90)  462.284  (m)         1516.68   (f) ADJUSTED    1 2
 RQ0429
 RQ0429.Superseded values are not recommended for survey control.
 RQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0429.See file dsdata.txt to determine how the superseded data were derived.
 RQ0429
 RQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS202997(NAD 83)
 RQ0429_MARKER: I = METAL ROD
 RQ0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0429_SP_SET: STAINLESS STEEL ROD
 RQ0429_STAMPING: E 483 1982
 RQ0429_MARK LOGO: NGS   
 RQ0429_PROJECTION: RECESSED 3 CENTIMETERS
 RQ0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0429_ROD/PIPE-DEPTH: 8.53 meters
 RQ0429
 RQ0429  HISTORY     - Date     Condition        Report By
 RQ0429  HISTORY     - 1982     MONUMENTED       NGS
 RQ0429
 RQ0429                          STATION DESCRIPTION
 RQ0429
 RQ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0429'6.2 KM (3.85 MI) NW FROM JAMESTOWN.
 RQ0429'6.2 KM (3.85 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 RQ0429'IN JAMESTOWN, BETWEEN THE TWO WESTERNMOST OF THREE LARGE HIGH VOLTAGE
 RQ0429'POWER POLES WITH EIGHT GUIDE CABLES ATTACHED, 29.26 METERS (96.0 FT)
 RQ0429'EAST OF THE CENTERLINE OF HIGHWAY 281 NORTHBOUND, 67.06 METERS
 RQ0429'(220.0 FT) NORTH OF THE CENTERLINE OF 41ST STREET NW, 15.85 METERS
 RQ0429'(52.0 FT) SOUTHWEST OF A FENCE CORNER.
 RQ0429'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0429'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0466 ***********************************************************************
 RQ0466  DESIGNATION -  E 484
 RQ0466  PID         -  RQ0466
 RQ0466  STATE/COUNTY-  ND/STUTSMAN
 RQ0466  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 RQ0466
 RQ0466                         *CURRENT SURVEY CONTROL
 RQ0466  ___________________________________________________________________
 RQ0466* NAD 83(1986)-  46 52 42.     (N)    099 23 04.     (W)     SCALED    
 RQ0466* NAVD 88     -       541.902  (meters)    1777.89   (feet)  ADJUSTED  
 RQ0466  ___________________________________________________________________
 RQ0466  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RQ0466  DYNAMIC HT  -         541.919 (meters)    1777.95  (feet)  COMP
 RQ0466  MODELED GRAV-     980,629.0   (mgal)                       NAVD 88
 RQ0466
 RQ0466  VERT ORDER  -  FIRST     CLASS II
 RQ0466
 RQ0466.The horizontal coordinates were scaled from a topographic map and have
 RQ0466.an estimated accuracy of +/- 6 seconds.
 RQ0466
 RQ0466.The orthometric height was determined by differential leveling
 RQ0466.and adjusted by the National Geodetic Survey in June 1991..
 RQ0466
 RQ0466.The geoid height was determined by GEOID03.
 RQ0466
 RQ0466.The dynamic height is computed by dividing the NAVD 88
 RQ0466.geopotential number by the normal gravity value computed on the
 RQ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0466.degrees latitude (g = 980.6199 gals.).
 RQ0466
 RQ0466.The modeled gravity was interpolated from observed gravity values.
 RQ0466
 RQ0466;                    North         East    Units  Estimated Accuracy
 RQ0466;SPC ND S     -   135,290.      685,030.      MT  (+/- 180 meters Scaled)
 RQ0466
 RQ0466                          SUPERSEDED SURVEY CONTROL
 RQ0466
 RQ0466.No superseded survey control is available for this station.
 RQ0466
 RQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS707917(NAD 83)
 RQ0466_MARKER: I = METAL ROD
 RQ0466_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0466_SP_SET: STAINLESS STEEL ROD
 RQ0466_STAMPING: E 484 1982
 RQ0466_MARK LOGO: NGS   
 RQ0466_PROJECTION: FLUSH
 RQ0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0466_ROD/PIPE-DEPTH: 17.0 meters
 RQ0466
 RQ0466  HISTORY     - Date     Condition        Report By
 RQ0466  HISTORY     - 1982     MONUMENTED       NGS
 RQ0466
 RQ0466                          STATION DESCRIPTION
 RQ0466
 RQ0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0466'8.5 KM (5.3 MI) WEST FROM MEDINA.
 RQ0466'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0466'BURLINGTON NORTHERN RAILROAD IN MEDINA, THENCE 6.5 KM (4.05 MI) WEST
 RQ0466'ALONG INTERSTATE HIGHWAY 94 TO THE MARK AT 3 BRACED FENCE POST ON THE
 RQ0466'SIDE OF A HILL, 0.4 METER (1.5 FT) SOUTH OF A RIGHT OF WAY FENCE,
 RQ0466'1.2 METERS (4.0 FT) EAST OF THE MIDDLE BRACED FENCE POST, 1.3 METERS
 RQ0466'(4.5 FT) EAST-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 1.8 METERS
 RQ0466'(6.0 FT) WEST-SOUTHWEST OF THE EASTERNMOST ONE OF THREE BRACED FENCE
 RQ0466'POST, 13.8 METERS (45.5 FT) WEST-SOUTHWEST OF A FENCE LINE JUNCTION,
 RQ0466'AND 36.8 METERS (121.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 RQ0466'LANES OF THE INTERSTATE.
 RQ0466'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0466'THE MARK IS 0.3 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0642 ***********************************************************************
 RR0642  DESIGNATION -  E 485
 RR0642  PID         -  RR0642
 RR0642  STATE/COUNTY-  ND/BURLEIGH
 RR0642  USGS QUAD   -  LAKE GENEVA (1975)
 RR0642
 RR0642                         *CURRENT SURVEY CONTROL
 RR0642  ___________________________________________________________________
 RR0642* NAD 83(1986)-  46 51 54.     (N)    100 06 56.     (W)     SCALED    
 RR0642* NAVD 88     -       558.059  (meters)    1830.90   (feet)  ADJUSTED  
 RR0642  ___________________________________________________________________
 RR0642  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 RR0642  DYNAMIC HT  -         558.068 (meters)    1830.93  (feet)  COMP
 RR0642  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RR0642
 RR0642  VERT ORDER  -  FIRST     CLASS II
 RR0642
 RR0642.The horizontal coordinates were scaled from a topographic map and have
 RR0642.an estimated accuracy of +/- 6 seconds.
 RR0642
 RR0642.The orthometric height was determined by differential leveling
 RR0642.and adjusted by the National Geodetic Survey in June 1991..
 RR0642
 RR0642.The geoid height was determined by GEOID03.
 RR0642
 RR0642.The dynamic height is computed by dividing the NAVD 88
 RR0642.geopotential number by the normal gravity value computed on the
 RR0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0642.degrees latitude (g = 980.6199 gals.).
 RR0642
 RR0642.The modeled gravity was interpolated from observed gravity values.
 RR0642
 RR0642;                    North         East    Units  Estimated Accuracy
 RR0642;SPC ND S     -   133,280.      629,310.      MT  (+/- 180 meters Scaled)
 RR0642
 RR0642                          SUPERSEDED SURVEY CONTROL
 RR0642
 RR0642.No superseded survey control is available for this station.
 RR0642
 RR0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS149907(NAD 83)
 RR0642_MARKER: I = METAL ROD
 RR0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0642_SP_SET: STAINLESS STEEL ROD
 RR0642_STAMPING: E 485 1982
 RR0642_MARK LOGO: NGS   
 RR0642_PROJECTION: FLUSH
 RR0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0642_ROD/PIPE-DEPTH: 9.8  meters
 RR0642
 RR0642  HISTORY     - Date     Condition        Report By
 RR0642  HISTORY     - 1982     MONUMENTED       NGS
 RR0642
 RR0642                          STATION DESCRIPTION
 RR0642
 RR0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0642'4.15 KM (2.6 MI) NE FROM DRISCOLL.
 RR0642'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0642'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0642'HIGHWAY 94, THENCE 1.9 KM (1.2 MI) EAST ALONG INTERSTATE HIGHWAY 94 TO
 RR0642'THE MARK, 44.5 METERS (146.0 FT) NORTH OF THE CENTERLINE OF THE
 RR0642'WESTBOUND LANES OF THE INTERSTATE, 16.5 METERS (54.0 FT) SOUTH OF AN
 RR0642'EAST-WEST GRAVEL ROAD, 0.9 METER (3.0 FT) WEST OF THE MIDDLE OF THREE
 RR0642'SUPPORT POST FOR THE RIGHT OF WAY FENCE, AND 0.3 METER (1.0 FT) SOUTH
 RR0642'OF THE RIGHT OF WAY FENCE.
 RR0642'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 RR0642'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0487 ***********************************************************************
 RQ0487  FBN         -  This is a Federal Base Network Control Station.
 RQ0487  DESIGNATION -  E 486
 RQ0487  PID         -  RQ0487
 RQ0487  STATE/COUNTY-  ND/KIDDER
 RQ0487  USGS QUAD   -  STEELE NE (1975)
 RQ0487
 RQ0487                         *CURRENT SURVEY CONTROL
 RQ0487  ___________________________________________________________________
 RQ0487* NAD 83(1996)-  46 52 44.63936(N)    099 47 04.51400(W)     ADJUSTED  
 RQ0487* NAVD 88     -       536.586  (meters)    1760.45   (feet)  ADJUSTED  
 RQ0487  ___________________________________________________________________
 RQ0487  X           -    -742,293.725 (meters)                     COMP
 RQ0487  Y           -  -4,304,325.399 (meters)                     COMP
 RQ0487  Z           -   4,632,960.780 (meters)                     COMP
 RQ0487  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 RQ0487  ELLIP HEIGHT-         514.09  (meters)          (04/07/03) GPS OBS
 RQ0487  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 RQ0487  DYNAMIC HT  -         536.604 (meters)    1760.51  (feet)  COMP
 RQ0487  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RQ0487
 RQ0487  HORZ ORDER  -  B
 RQ0487  VERT ORDER  -  FIRST     CLASS II
 RQ0487  ELLP ORDER  -  THIRD     CLASS II
 RQ0487
 RQ0487.The horizontal coordinates were established by GPS observations
 RQ0487.and adjusted by the National Geodetic Survey in August 1997..
 RQ0487
 RQ0487.The orthometric height was determined by differential leveling
 RQ0487.and adjusted by the National Geodetic Survey in June 1991..
 RQ0487
 RQ0487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RQ0487
 RQ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0487
 RQ0487.The ellipsoidal height was determined by GPS observations
 RQ0487.and is referenced to NAD 83.
 RQ0487
 RQ0487.The geoid height was determined by GEOID03.
 RQ0487
 RQ0487.The dynamic height is computed by dividing the NAVD 88
 RQ0487.geopotential number by the normal gravity value computed on the
 RQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0487.degrees latitude (g = 980.6199 gals.).
 RQ0487
 RQ0487.The modeled gravity was interpolated from observed gravity values.
 RQ0487
 RQ0487;                    North         East     Units Scale Factor Converg.
 RQ0487;SPC ND S     -   135,014.881   654,529.847   MT  0.99993615   +0 31 18.5
 RQ0487;SPC ND S     -   442,962.21  2,147,407.63   iFT  0.99993615   +0 31 18.5
 RQ0487;UTM  14      - 5,192,024.129   440,216.969   MT  0.99964393   -0 34 21.7
 RQ0487
 RQ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0487!SPC ND S     -   0.99991942  x   0.99993615  =   0.99985558
 RQ0487!UTM  14      -   0.99991942  x   0.99964393  =   0.99956338
 RQ0487
 RQ0487                          SUPERSEDED SURVEY CONTROL
 RQ0487
 RQ0487  ELLIP H (08/29/97)  514.14   (m)                       GP(       ) 3 2
 RQ0487  NAVD 88 (08/29/97)  536.59   (m)         1760.5    (f) LEVELING    3  
 RQ0487
 RQ0487.Superseded values are not recommended for survey control.
 RQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0487.See file dsdata.txt to determine how the superseded data were derived.
 RQ0487
 RQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4021792024(NAD 83)
 RQ0487_MARKER: F = FLANGE-ENCASED ROD
 RQ0487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0487_SP_SET: STAINLESS STEEL ROD
 RQ0487_STAMPING: E 486 1982
 RQ0487_MARK LOGO: NGS   
 RQ0487_PROJECTION: FLUSH
 RQ0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0487+STABILITY: POSITION/ELEVATION WELL
 RQ0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0487+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 RQ0487_ROD/PIPE-DEPTH: 9.7  meters
 RQ0487
 RQ0487  HISTORY     - Date     Condition        Report By
 RQ0487  HISTORY     - 1982     MONUMENTED       NGS
 RQ0487  HISTORY     - 19960730 GOOD             NGS
 RQ0487  HISTORY     - 20020525 GOOD             NGS
 RQ0487  HISTORY     - 20040820 GOOD             NDSPLS
 RQ0487  HISTORY     - 20060426 GOOD             DUCKS
 RQ0487
 RQ0487                          STATION DESCRIPTION
 RQ0487
 RQ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0487'3.6 KM (2.25 MI) WEST FROM DAWSON.
 RQ0487'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 RQ0487'BURLINGTON NORTHERN RAILROAD IN DAWSON TO THE JUNCTION OF INTERSTATE
 RQ0487'HIGHWAY 94, THENCE 2.6 KM (1.6 MI) WEST ALONG INTERSTATE 94 TO THE
 RQ0487'MARK AT A SECTION LINE AND A BRACED FENCE POST, 47.2 METERS (155.0 FT)
 RQ0487'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE,
 RQ0487'25.6 METERS (84.0 FT) WEST OF A POWERLINE POLE WITH A GUY WIRE AND
 RQ0487'LINES CROSSING THE INTERSTATE, 1.3 METERS (4.5 FT) WEST-SOUTHWEST OF A
 RQ0487'CONCRETE RIGHT OF WAY MARKER, 0.6 METER (2.0 FT) SOUTHEAST OF A BRACED
 RQ0487'WOODEN FENCE POST, AND 0.3 METER (1.0 FT) SOUTH OF A RIGHT OF WAY
 RQ0487'FENCE.
 RQ0487'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0487'THE MARK IS 1.2 M ABOVE INTERSTATE.
 RQ0487
 RQ0487                          STATION RECOVERY (1996)
 RQ0487
 RQ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RQ0487'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) WEST OF DAWSON, ON THE
 RQ0487'HIGHWAY RIGHT-OF-WAY ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 94.
 RQ0487'OWNERSHIP -- NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM
 RQ0487'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE
 RQ0487'HIGHWAY 3 (EXIT 208), GO WEST FOR 2.6 KM (1.60 MI) TO THE STATION ON
 RQ0487'THE RIGHT AT A SECTION LINE AND BRACED FENCE POST.  THE STATION IS A
 RQ0487'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM
 RQ0487'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 RQ0487'GROUND.  IT IS 47.5 M (155.8 FT) NORTH OF AND 1.2 M (3.9 FT) HIGHER
 RQ0487'THAN THE CENTER OF THE HIGHWAY, 25.4 M (83.3 FT) WEST OF A POWER POLE
 RQ0487'WITH A GUY WIRE AND LINES CROSSING THE HIGHWAY, 1.3 M (4.3 FT)
 RQ0487'WEST-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT)
 RQ0487'SOUTHEAST OF A BRACED WOODEN FENCE POST, 0.3 M (1.0 FT) SOUTH OF A
 RQ0487'RIGHT-OF-WAY FENCE, AND 0.2 M (0.7 FT) SOUTH OF A STEEL WITNESS POST.
 RQ0487'DESCRIBED BY D.G. AUG
 RQ0487
 RQ0487                          STATION RECOVERY (2002)
 RQ0487
 RQ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RQ0487'RECOVERED AS DESCRIBED.
 RQ0487'
 RQ0487
 RQ0487                          STATION RECOVERY (2004)
 RQ0487
 RQ0487'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 RQ0487'RECOVERED AS DESCRIBED.  NOTE--PHOTOGRAPHS SUBMITTTED WITH PROJECT
 RQ0487'DATA INDICATE THE  MONUMENT IS A STAINLESS STEEL ROD.
 RQ0487
 RQ0487                          STATION RECOVERY (2006)
 RQ0487
 RQ0487'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 RQ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0548 ***********************************************************************
 RR0548  DESIGNATION -  E 487
 RR0548  PID         -  RR0548
 RR0548  STATE/COUNTY-  ND/BURLEIGH
 RR0548  USGS QUAD   -  BISMARCK (1976)
 RR0548
 RR0548                         *CURRENT SURVEY CONTROL
 RR0548  ___________________________________________________________________
 RR0548* NAD 83(1986)-  46 49 00.     (N)    100 47 17.     (W)     SCALED    
 RR0548* NAVD 88     -       533.514  (meters)    1750.37   (feet)  ADJUSTED  
 RR0548  ___________________________________________________________________
 RR0548  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0548  DYNAMIC HT  -         533.522 (meters)    1750.40  (feet)  COMP
 RR0548  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RR0548
 RR0548  VERT ORDER  -  FIRST     CLASS II
 RR0548
 RR0548.The horizontal coordinates were scaled from a topographic map and have
 RR0548.an estimated accuracy of +/- 6 seconds.
 RR0548
 RR0548.The orthometric height was determined by differential leveling
 RR0548.and adjusted by the National Geodetic Survey in June 1991..
 RR0548
 RR0548.The geoid height was determined by GEOID03.
 RR0548
 RR0548.The dynamic height is computed by dividing the NAVD 88
 RR0548.geopotential number by the normal gravity value computed on the
 RR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0548.degrees latitude (g = 980.6199 gals.).
 RR0548
 RR0548.The modeled gravity was interpolated from observed gravity values.
 RR0548
 RR0548;                    North         East    Units  Estimated Accuracy
 RR0548;SPC ND S     -   127,870.      578,020.      MT  (+/- 180 meters Scaled)
 RR0548
 RR0548                          SUPERSEDED SURVEY CONTROL
 RR0548
 RR0548.No superseded survey control is available for this station.
 RR0548
 RR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS635863(NAD 83)
 RR0548_MARKER: I = METAL ROD
 RR0548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0548_SP_SET: STAINLESS STEEL ROD
 RR0548_STAMPING: E 487 1982
 RR0548_MARK LOGO: NGS   
 RR0548_PROJECTION: FLUSH
 RR0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0548_ROD/PIPE-DEPTH: 7.9  meters
 RR0548
 RR0548  HISTORY     - Date     Condition        Report By
 RR0548  HISTORY     - 1982     MONUMENTED       NGS
 RR0548  HISTORY     - 20020215 MARK NOT FOUND   INDIV
 RR0548  HISTORY     - 20050714 POOR             GEOCAC
 RR0548
 RR0548                          STATION DESCRIPTION
 RR0548
 RR0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0548'IN BISMARCK.
 RR0548'IN BISMARCK, AT THE INTERSECTION OF NORTH 3RD STREET AND EAST
 RR0548'BOULEVARD AVENUE, AT THE NORTHWEST CORNER OF THE ST MARYS HIGH SCHOOL
 RR0548'PARKING LOT, 52.4 METERS (172.0 FT) WEST OF THE CENTER OF NORTH 3RD
 RR0548'STREET AND 9.8 METERS (32.2 FT) SOUTH OF THE CENTER OF EAST BOULEVARD
 RR0548'AVENUE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0548'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 RR0548
 RR0548                          STATION RECOVERY (2002)
 RR0548
 RR0548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 RR0548'MARK NOT FOUND.
 RR0548
 RR0548                          STATION RECOVERY (2005)
 RR0548
 RR0548'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RR0548'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF ST MARYS
 RR0548'HIGHSCHOOL PARKING LOT, 172 FEET WEST OF THE CENTERLINE OF NORTH 3RD
 RR0548'STREET, ABOUT 57 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 RR0548'HIGH SCHOOL, 32.2 FEET SOUTH OF THE CENTERLINE OF EAST BOULEVARD, AND
 RR0548' 
 RR0548'IN AN 18-INCH BY 18-INCH WELL FIVE INCHES BELOW THE DURFACE OF THE NEW
 RR0548'CONCRETE PARKING LOT.  THE TOP OF THE ROD HAS BEEN DISPLACED ABOUT TWO
 RR0548'INCHES FROM VERTICAL.  HANDHELD COORDINATES ARE N46-48-59.52
 RR0548'W100-47-17.22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1455 ***********************************************************************
 SN1455  DESIGNATION -  E 488
 SN1455  PID         -  SN1455
 SN1455  STATE/COUNTY-  ND/MCLEAN
 SN1455  USGS QUAD   -  WILTON (1966)
 SN1455
 SN1455                         *CURRENT SURVEY CONTROL
 SN1455  ___________________________________________________________________
 SN1455* NAD 83(1986)-  47 11 08.     (N)    100 50 40.     (W)     SCALED    
 SN1455* NAVD 88     -       601.798  (meters)    1974.40   (feet)  ADJUSTED  
 SN1455  ___________________________________________________________________
 SN1455  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SN1455  DYNAMIC HT  -         601.816 (meters)    1974.46  (feet)  COMP
 SN1455  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 SN1455
 SN1455  VERT ORDER  -  FIRST     CLASS II
 SN1455
 SN1455.The horizontal coordinates were scaled from a topographic map and have
 SN1455.an estimated accuracy of +/- 6 seconds.
 SN1455
 SN1455.The orthometric height was determined by differential leveling
 SN1455.and adjusted by the National Geodetic Survey in June 1991..
 SN1455
 SN1455.The geoid height was determined by GEOID03.
 SN1455
 SN1455.The dynamic height is computed by dividing the NAVD 88
 SN1455.geopotential number by the normal gravity value computed on the
 SN1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1455.degrees latitude (g = 980.6199 gals.).
 SN1455
 SN1455.The modeled gravity was interpolated from observed gravity values.
 SN1455
 SN1455;                    North         East    Units  Estimated Accuracy
 SN1455;SPC ND N     -    20,690.      573,890.      MT  (+/- 180 meters Scaled)
 SN1455
 SN1455                          SUPERSEDED SURVEY CONTROL
 SN1455
 SN1455.No superseded survey control is available for this station.
 SN1455
 SN1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT602274(NAD 83)
 SN1455_MARKER: I = METAL ROD
 SN1455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1455_SP_SET: STAINLESS STEEL ROD
 SN1455_STAMPING: E 488 1982
 SN1455_MARK LOGO: NGS   
 SN1455_PROJECTION: FLUSH
 SN1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1455_ROD/PIPE-DEPTH: 4.6  meters
 SN1455
 SN1455  HISTORY     - Date     Condition        Report By
 SN1455  HISTORY     - 1982     MONUMENTED       NGS
 SN1455
 SN1455                          STATION DESCRIPTION
 SN1455
 SN1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1455'5.9 KM (3.65 MI) NW FROM WILTON.
 SN1455'5.9 KM (3.65 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1455'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.5 KM (0.3
 SN1455'MI) WEST OF MILEPOST 115, 47.9 METERS (157.2 FT) SOUTH OF THE
 SN1455'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 15.0 METERS (49.2
 SN1455'FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 7.7 METERS
 SN1455'(25.3 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 0.9 METER (3.0 FT)
 SN1455'SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 SN1455'5-INCH LOGO CAP.
 SN1455'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SN1455'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0554 ***********************************************************************
 RR0554  DESIGNATION -  E 489
 RR0554  PID         -  RR0554
 RR0554  STATE/COUNTY-  ND/MORTON
 RR0554  USGS QUAD   -  BISMARCK (1976)
 RR0554
 RR0554                         *CURRENT SURVEY CONTROL
 RR0554  ___________________________________________________________________
 RR0554* NAD 83(1986)-  46 49 22.     (N)    100 51 32.     (W)     SCALED    
 RR0554* NAVD 88     -       499.881  (meters)    1640.03   (feet)  ADJUSTED  
 RR0554  ___________________________________________________________________
 RR0554  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RR0554  DYNAMIC HT  -         499.889 (meters)    1640.05  (feet)  COMP
 RR0554  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 RR0554
 RR0554  VERT ORDER  -  FIRST     CLASS II
 RR0554
 RR0554.The horizontal coordinates were scaled from a topographic map and have
 RR0554.an estimated accuracy of +/- 6 seconds.
 RR0554
 RR0554.The orthometric height was determined by differential leveling
 RR0554.and adjusted by the National Geodetic Survey in June 1991..
 RR0554
 RR0554.The geoid height was determined by GEOID03.
 RR0554
 RR0554.The dynamic height is computed by dividing the NAVD 88
 RR0554.geopotential number by the normal gravity value computed on the
 RR0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0554.degrees latitude (g = 980.6199 gals.).
 RR0554
 RR0554.The modeled gravity was interpolated from observed gravity values.
 RR0554
 RR0554;                    North         East    Units  Estimated Accuracy
 RR0554;SPC ND S     -   128,570.      572,620.      MT  (+/- 180 meters Scaled)
 RR0554
 RR0554                          SUPERSEDED SURVEY CONTROL
 RR0554
 RR0554.No superseded survey control is available for this station.
 RR0554
 RR0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS582871(NAD 83)
 RR0554_MARKER: I = METAL ROD
 RR0554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0554_SP_SET: STAINLESS STEEL ROD
 RR0554_STAMPING: E 489 1982
 RR0554_MARK LOGO: NGS   
 RR0554_PROJECTION: FLUSH
 RR0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0554+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 RR0554_ROD/PIPE-DEPTH: 29.3 meters
 RR0554
 RR0554  HISTORY     - Date     Condition        Report By
 RR0554  HISTORY     - 1982     MONUMENTED       NGS
 RR0554  HISTORY     - 20020215 GOOD             INDIV
 RR0554
 RR0554                          STATION DESCRIPTION
 RR0554
 RR0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0554'3.5 KM (2.2 MI) SE FROM MANDAN.
 RR0554'2.3 KM (1.45 MI) EASTERLY ALONG EAST MAIN STREET FROM ITS JUNCTION
 RR0554'WITH STATE HIGHWAYS 6 AND 25 IN MANDAN, THENCE 1.2 KM (0.75 MI)
 RR0554'SOUTHEASTERLY ALONG MEMORIAL HIGHWAY, 12.7 METERS (41.7 FT) SOUTHWEST
 RR0554'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 12.5
 RR0554'METERS (41.0 FT) NORTHWEST OF A FIRE HYDRANT AND 1.6 METERS (5.2 FT)
 RR0554'SOUTHEAST OF A UTILITY POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO THE
 RR0554'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0554'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RR0554'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RR0554
 RR0554                          STATION RECOVERY (2002)
 RR0554
 RR0554'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 RR0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0457 ***********************************************************************
 SL0457  DESIGNATION -  E 49
 SL0457  PID         -  SL0457
 SL0457  STATE/COUNTY-  ND/GRAND FORKS
 SL0457  USGS QUAD   -  GRAND FORKS (1994)
 SL0457
 SL0457                         *CURRENT SURVEY CONTROL
 SL0457  ___________________________________________________________________
 SL0457* NAD 83(1986)-  47 55 07.     (N)    097 05 50.     (W)     SCALED    
 SL0457* NAVD 88     -       255.440  (meters)     838.06   (feet)  ADJUSTED  
 SL0457  ___________________________________________________________________
 SL0457  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL0457  DYNAMIC HT  -         255.487 (meters)     838.21  (feet)  COMP
 SL0457  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 SL0457
 SL0457  VERT ORDER  -  FIRST     CLASS II
 SL0457
 SL0457.The horizontal coordinates were scaled from a topographic map and have
 SL0457.an estimated accuracy of +/- 6 seconds.
 SL0457
 SL0457.The orthometric height was determined by differential leveling
 SL0457.and adjusted by the National Geodetic Survey in June 1991..
 SL0457
 SL0457.The geoid height was determined by GEOID03.
 SL0457
 SL0457.The dynamic height is computed by dividing the NAVD 88
 SL0457.geopotential number by the normal gravity value computed on the
 SL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0457.degrees latitude (g = 980.6199 gals.).
 SL0457
 SL0457.The modeled gravity was interpolated from observed gravity values.
 SL0457
 SL0457;                    North         East    Units  Estimated Accuracy
 SL0457;SPC ND N     -   107,750.      854,240.      MT  (+/- 180 meters Scaled)
 SL0457
 SL0457                          SUPERSEDED SURVEY CONTROL
 SL0457
 SL0457  NGVD 29 (??/??/92)  255.099  (m)          836.94   (f) ADJ UNCH    1 2
 SL0457
 SL0457.Superseded values are not recommended for survey control.
 SL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0457.See file dsdata.txt to determine how the superseded data were derived.
 SL0457
 SL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU421090(NAD 83)
 SL0457_MARKER: DB = BENCH MARK DISK
 SL0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0457_SP_SET: ABUTMENT
 SL0457_STAMPING: E 49 1934
 SL0457_MARK LOGO: CGS   
 SL0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0457
 SL0457  HISTORY     - Date     Condition        Report By
 SL0457  HISTORY     - 1934     MONUMENTED       CGS
 SL0457  HISTORY     - 1963     GOOD             NGS
 SL0457  HISTORY     - 1981     GOOD             NGS
 SL0457
 SL0457                          STATION DESCRIPTION
 SL0457
 SL0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0457'3.0 MI W FROM GRAND FORKS.
 SL0457'ABOUT 3.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0457'AT GRAND FORKS, IN S 6, R 50 W, T 151 N, SET IN THE TOP OF THE SOUTH
 SL0457'END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 110.5, 44.0
 SL0457'FEET SOUTHWEST ACROSS THE TRACK FROM F 261 1963, 5.2 FEET SOUTH OF THE
 SL0457'SOUTH RAIL OF THE SOUTH TRACK, 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE
 SL0457'ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 SL0457
 SL0457                          STATION RECOVERY (1981)
 SL0457
 SL0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0598 ***********************************************************************
 RR0598  DESIGNATION -  E 490
 RR0598  PID         -  RR0598
 RR0598  STATE/COUNTY-  ND/MORTON
 RR0598  USGS QUAD   -  NORTH ALMONT (1980)
 RR0598
 RR0598                         *CURRENT SURVEY CONTROL
 RR0598  ___________________________________________________________________
 RR0598* NAD 83(1986)-  46 50 52.     (N)    101 33 14.     (W)     SCALED    
 RR0598* NAVD 88     -       636.879  (meters)    2089.49   (feet)  ADJUSTED  
 RR0598  ___________________________________________________________________
 RR0598  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 RR0598  DYNAMIC HT  -         636.883 (meters)    2089.51  (feet)  COMP
 RR0598  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 RR0598
 RR0598  VERT ORDER  -  FIRST     CLASS II
 RR0598
 RR0598.The horizontal coordinates were scaled from a topographic map and have
 RR0598.an estimated accuracy of +/- 6 seconds.
 RR0598
 RR0598.The orthometric height was determined by differential leveling
 RR0598.and adjusted by the National Geodetic Survey in June 1991..
 RR0598
 RR0598.The geoid height was determined by GEOID03.
 RR0598
 RR0598.The dynamic height is computed by dividing the NAVD 88
 RR0598.geopotential number by the normal gravity value computed on the
 RR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0598.degrees latitude (g = 980.6199 gals.).
 RR0598
 RR0598.The modeled gravity was interpolated from observed gravity values.
 RR0598
 RR0598;                    North         East    Units  Estimated Accuracy
 RR0598;SPC ND S     -   131,830.      519,630.      MT  (+/- 180 meters Scaled)
 RR0598
 RR0598                          SUPERSEDED SURVEY CONTROL
 RR0598
 RR0598.No superseded survey control is available for this station.
 RR0598
 RR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS052914(NAD 83)
 RR0598_MARKER: I = METAL ROD
 RR0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0598_SP_SET: STAINLESS STEEL ROD
 RR0598_STAMPING: E 490 1982
 RR0598_MARK LOGO: NGS   
 RR0598_PROJECTION: FLUSH
 RR0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0598_ROD/PIPE-DEPTH: 7.6  meters
 RR0598
 RR0598  HISTORY     - Date     Condition        Report By
 RR0598  HISTORY     - 1982     MONUMENTED       NGS
 RR0598
 RR0598                          STATION DESCRIPTION
 RR0598
 RR0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0598'10.4 KM (6.45 MI) WEST FROM NEW SALEM.
 RR0598'10.4 KM (6.45 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION
 RR0598'WITH STATE HIGHWAY 31 IN NEW SALEM, 28.6 METERS (93.8 FT) NORTH OF THE
 RR0598'CENTERLINE OF THE ROAD, 15.9 METERS (52.2 FT) WEST OF THE CENTER OF A
 RR0598'FIELD ENTRANCE, 10.2 METERS (33.5 FT) WEST OF A FENCE CORNER AND 9.1
 RR0598'METERS (29.9 FT) EAST OF THE CENTER OF A TRACK ROAD.  NOTE=ACCESS TO
 RR0598'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0598'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0598'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0262 ***********************************************************************
 RS0262  DESIGNATION -  E 491
 RS0262  PID         -  RS0262
 RS0262  STATE/COUNTY-  ND/MORTON
 RS0262  USGS QUAD   -  HEBRON (1973)
 RS0262
 RS0262                         *CURRENT SURVEY CONTROL
 RS0262  ___________________________________________________________________
 RS0262* NAD 83(1986)-  46 53 49.     (N)    102 05 13.     (W)     SCALED    
 RS0262* NAVD 88     -       673.049  (meters)    2208.16   (feet)  ADJUSTED  
 RS0262  ___________________________________________________________________
 RS0262  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 RS0262  DYNAMIC HT  -         673.050 (meters)    2208.16  (feet)  COMP
 RS0262  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 RS0262
 RS0262  VERT ORDER  -  FIRST     CLASS II
 RS0262
 RS0262.The horizontal coordinates were scaled from a topographic map and have
 RS0262.an estimated accuracy of +/- 6 seconds.
 RS0262
 RS0262.The orthometric height was determined by differential leveling
 RS0262.and adjusted by the National Geodetic Survey in June 1991..
 RS0262
 RS0262.The geoid height was determined by GEOID03.
 RS0262
 RS0262.The dynamic height is computed by dividing the NAVD 88
 RS0262.geopotential number by the normal gravity value computed on the
 RS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0262.degrees latitude (g = 980.6199 gals.).
 RS0262
 RS0262.The modeled gravity was interpolated from observed gravity values.
 RS0262
 RS0262;                    North         East    Units  Estimated Accuracy
 RS0262;SPC ND S     -   137,980.      479,090.      MT  (+/- 180 meters Scaled)
 RS0262
 RS0262                          SUPERSEDED SURVEY CONTROL
 RS0262
 RS0262.No superseded survey control is available for this station.
 RS0262
 RS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM218978(NAD 83)
 RS0262_MARKER: I = METAL ROD
 RS0262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0262_SP_SET: STAINLESS STEEL ROD
 RS0262_STAMPING: E 491 1982
 RS0262_MARK LOGO: NGS   
 RS0262_PROJECTION: FLUSH
 RS0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0262_ROD/PIPE-DEPTH: 5.2  meters
 RS0262
 RS0262  HISTORY     - Date     Condition        Report By
 RS0262  HISTORY     - 1982     MONUMENTED       NGS
 RS0262
 RS0262                          STATION DESCRIPTION
 RS0262
 RS0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0262'23.3 KM (14.45 MI) WEST FROM GLEN ULLIN.
 RS0262'23.3 KM (14.45 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0262'NORTHERN RAILROAD STATION IN GLEN ULLIN, 0.8 KM (0.5 MI) EAST OF THE
 RS0262'STARK-MORTON COUNTY LINE, 23.5 METERS (77.1 FT) SOUTH OF THE
 RS0262'CENTERLINE OF THE ROAD AND 0.8 METER (2.6 FT) WEST OF A T-FENCE
 RS0262'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0262'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 RS0262'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0294 ***********************************************************************
 RS0294  DESIGNATION -  E 492
 RS0294  PID         -  RS0294
 RS0294  STATE/COUNTY-  ND/STARK
 RS0294  USGS QUAD   -  BOYLE (1973)
 RS0294
 RS0294                         *CURRENT SURVEY CONTROL
 RS0294  ___________________________________________________________________
 RS0294* NAD 83(1986)-  46 52 40.     (N)    102 36 52.     (W)     SCALED    
 RS0294* NAVD 88     -       725.158  (meters)    2379.12   (feet)  ADJUSTED  
 RS0294  ___________________________________________________________________
 RS0294  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 RS0294  DYNAMIC HT  -         725.165 (meters)    2379.15  (feet)  COMP
 RS0294  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 RS0294
 RS0294  VERT ORDER  -  FIRST     CLASS II
 RS0294
 RS0294.The horizontal coordinates were scaled from a topographic map and have
 RS0294.an estimated accuracy of +/- 6 seconds.
 RS0294
 RS0294.The orthometric height was determined by differential leveling
 RS0294.and adjusted by the National Geodetic Survey in June 1991..
 RS0294
 RS0294.The geoid height was determined by GEOID03.
 RS0294
 RS0294.The dynamic height is computed by dividing the NAVD 88
 RS0294.geopotential number by the normal gravity value computed on the
 RS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0294.degrees latitude (g = 980.6199 gals.).
 RS0294
 RS0294.The modeled gravity was interpolated from observed gravity values.
 RS0294
 RS0294;                    North         East    Units  Estimated Accuracy
 RS0294;SPC ND S     -   136,790.      438,850.      MT  (+/- 180 meters Scaled)
 RS0294
 RS0294                          SUPERSEDED SURVEY CONTROL
 RS0294
 RS0294.No superseded survey control is available for this station.
 RS0294
 RS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM817943(NAD 83)
 RS0294_MARKER: I = METAL ROD
 RS0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0294_SP_SET: STAINLESS STEEL ROD
 RS0294_STAMPING: E 492 1982
 RS0294_MARK LOGO: NGS   
 RS0294_PROJECTION: FLUSH
 RS0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0294_ROD/PIPE-DEPTH: 4.6  meters
 RS0294
 RS0294  HISTORY     - Date     Condition        Report By
 RS0294  HISTORY     - 1982     MONUMENTED       NGS
 RS0294
 RS0294                          STATION DESCRIPTION
 RS0294
 RS0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0294'13.4 KM (8.35 MI) EAST FROM DICKINSON.
 RS0294'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0294'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE 9.4
 RS0294'KM (5.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.2 KM (0.1 MI)
 RS0294'EAST OF MILEPOST 70, 51.8 METERS (169.9 FT) SOUTHEAST OF THE
 RS0294'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY AND 12.2 METERS
 RS0294'(40.0 FT) SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 RS0294'IS THROUGH A 5-INCH LOGO CAP.
 RS0294'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 RS0294'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0343 ***********************************************************************
 RS0343  DESIGNATION -  E 493
 RS0343  PID         -  RS0343
 RS0343  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0343  USGS QUAD   -  MEDORA (1970)
 RS0343
 RS0343                         *CURRENT SURVEY CONTROL
 RS0343  ___________________________________________________________________
 RS0343* NAD 83(1986)-  46 56 36.     (N)    103 36 53.     (W)     SCALED    
 RS0343* NAVD 88     -       778.765  (meters)    2555.00   (feet)  ADJUSTED  
 RS0343  ___________________________________________________________________
 RS0343  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 RS0343  DYNAMIC HT  -         778.767 (meters)    2555.00  (feet)  COMP
 RS0343  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 RS0343
 RS0343  VERT ORDER  -  FIRST     CLASS II
 RS0343
 RS0343.The horizontal coordinates were scaled from a topographic map and have
 RS0343.an estimated accuracy of +/- 6 seconds.
 RS0343
 RS0343.The orthometric height was determined by differential leveling
 RS0343.and adjusted by the National Geodetic Survey in June 1991..
 RS0343
 RS0343.The geoid height was determined by GEOID03.
 RS0343
 RS0343.The dynamic height is computed by dividing the NAVD 88
 RS0343.geopotential number by the normal gravity value computed on the
 RS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0343.degrees latitude (g = 980.6199 gals.).
 RS0343
 RS0343.The modeled gravity was interpolated from observed gravity values.
 RS0343
 RS0343;                    North         East    Units  Estimated Accuracy
 RS0343;SPC ND S     -   146,610.      362,930.      MT  (+/- 180 meters Scaled)
 RS0343
 RS0343                          SUPERSEDED SURVEY CONTROL
 RS0343
 RS0343.No superseded survey control is available for this station.
 RS0343
 RS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM054997(NAD 83)
 RS0343_MARKER: I = METAL ROD
 RS0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0343_SP_SET: STAINLESS STEEL ROD
 RS0343_STAMPING: E 493 1982
 RS0343_MARK LOGO: NGS   
 RS0343_PROJECTION: FLUSH
 RS0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0343_ROD/PIPE-DEPTH: 4.3  meters
 RS0343
 RS0343  HISTORY     - Date     Condition        Report By
 RS0343  HISTORY     - 1982     MONUMENTED       NGS
 RS0343
 RS0343                          STATION DESCRIPTION
 RS0343
 RS0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0343'34.4 KM (21.35 MI) WEST FROM BELFIELD.
 RS0343'34.4 KM (21.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0343'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.2 KM (0.1 MI) WEST OF
 RS0343'MILEPOST 21, 47.5 METERS (155.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 RS0343'WEST BOUND LANES OF THE HIGHWAY AND 1.6 METERS (5.2 FT) WEST OF A
 RS0343'CONCRETE RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0343'THROUGH A 5-INCH LOGO CAP.
 RS0343'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 RS0343'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0320 ***********************************************************************
 RS0320  DESIGNATION -  E 494
 RS0320  PID         -  RS0320
 RS0320  STATE/COUNTY-  ND/STARK
 RS0320  USGS QUAD   -  BELFIELD (1981)
 RS0320
 RS0320                         *CURRENT SURVEY CONTROL
 RS0320  ___________________________________________________________________
 RS0320* NAD 83(1986)-  46 53 49.     (N)    103 11 23.     (W)     SCALED    
 RS0320* NAVD 88     -       809.097  (meters)    2654.51   (feet)  ADJUSTED  
 RS0320  ___________________________________________________________________
 RS0320  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RS0320  DYNAMIC HT  -         809.083 (meters)    2654.47  (feet)  COMP
 RS0320  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 RS0320
 RS0320  VERT ORDER  -  FIRST     CLASS II
 RS0320
 RS0320.The horizontal coordinates were scaled from a topographic map and have
 RS0320.an estimated accuracy of +/- 6 seconds.
 RS0320
 RS0320.The orthometric height was determined by differential leveling
 RS0320.and adjusted by the National Geodetic Survey in June 1991..
 RS0320
 RS0320.The geoid height was determined by GEOID03.
 RS0320
 RS0320.The dynamic height is computed by dividing the NAVD 88
 RS0320.geopotential number by the normal gravity value computed on the
 RS0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0320.degrees latitude (g = 980.6199 gals.).
 RS0320
 RS0320.The modeled gravity was interpolated from observed gravity values.
 RS0320
 RS0320;                    North         East    Units  Estimated Accuracy
 RS0320;SPC ND S     -   140,260.      395,090.      MT  (+/- 180 meters Scaled)
 RS0320
 RS0320                          SUPERSEDED SURVEY CONTROL
 RS0320
 RS0320.No superseded survey control is available for this station.
 RS0320
 RS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM378953(NAD 83)
 RS0320_MARKER: DB = BENCH MARK DISK
 RS0320_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0320_SP_SET: PIER
 RS0320_STAMPING: E 494 1982
 RS0320_MARK LOGO: NGS   
 RS0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RS0320+STABILITY: POSITION/ELEVATION WELL
 RS0320
 RS0320  HISTORY     - Date     Condition        Report By
 RS0320  HISTORY     - 1982     MONUMENTED       NGS
 RS0320
 RS0320                          STATION DESCRIPTION
 RS0320
 RS0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0320'IN BELFIELD.
 RS0320'IN BELFIELD, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 AND U. S.
 RS0320'HIGHWAY 85, SET VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY ONE
 RS0320'OF THREE PIERS OF THE U. S. HIGHWAY 85 OVERPASS (EXIT 10) AND 7.8
 RS0320'METERS (25.6 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 RS0320'THE INTERSTATE HIGHWAY.
 RS0320'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0511 ***********************************************************************
 RQ0511  DESIGNATION -  E 496
 RQ0511  PID         -  RQ0511
 RQ0511  STATE/COUNTY-  ND/BARNES
 RQ0511  USGS QUAD   -  SPIRITWOOD (1970)
 RQ0511
 RQ0511                         *CURRENT SURVEY CONTROL
 RQ0511  ___________________________________________________________________
 RQ0511* NAD 83(1986)-  46 53 31.     (N)    098 26 16.     (W)     SCALED    
 RQ0511* NAVD 88     -       447.836  (meters)    1469.28   (feet)  ADJUSTED  
 RQ0511  ___________________________________________________________________
 RQ0511  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 RQ0511  DYNAMIC HT  -         447.857 (meters)    1469.34  (feet)  COMP
 RQ0511  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 RQ0511
 RQ0511  VERT ORDER  -  FIRST     CLASS II
 RQ0511
 RQ0511.The horizontal coordinates were scaled from a topographic map and have
 RQ0511.an estimated accuracy of +/- 6 seconds.
 RQ0511
 RQ0511.The orthometric height was determined by differential leveling
 RQ0511.and adjusted by the National Geodetic Survey in June 1991..
 RQ0511
 RQ0511.The geoid height was determined by GEOID03.
 RQ0511
 RQ0511.The dynamic height is computed by dividing the NAVD 88
 RQ0511.geopotential number by the normal gravity value computed on the
 RQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0511.degrees latitude (g = 980.6199 gals.).
 RQ0511
 RQ0511.The modeled gravity was interpolated from observed gravity values.
 RQ0511
 RQ0511;                    North         East    Units  Estimated Accuracy
 RQ0511;SPC ND S     -   138,260.      757,130.      MT  (+/- 180 meters Scaled)
 RQ0511
 RQ0511                          SUPERSEDED SURVEY CONTROL
 RQ0511
 RQ0511.No superseded survey control is available for this station.
 RQ0511
 RQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS428933(NAD 83)
 RQ0511_MARKER: I = METAL ROD
 RQ0511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0511_SP_SET: STAINLESS STEEL ROD
 RQ0511_STAMPING: E 496 1982
 RQ0511_MARK LOGO: NGS   
 RQ0511_PROJECTION: FLUSH
 RQ0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0511_ROD/PIPE-DEPTH: 6.1  meters
 RQ0511
 RQ0511  HISTORY     - Date     Condition        Report By
 RQ0511  HISTORY     - 1982     MONUMENTED       NGS
 RQ0511
 RQ0511                          STATION DESCRIPTION
 RQ0511
 RQ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0511'6.4 KM (4.0 MI) SE FROM SPIRITWOOD.
 RQ0511'3.4 KM (2.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0511'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0511'SPIRITWOOD, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE LINE, ALSO, 0.2 KM
 RQ0511'(0.1 MI) EAST OF THE STUTSMAN-BARNES COUNTY LINE, 38.40 METERS
 RQ0511'(126.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RQ0511'4.42 METERS (14.5 FT) SOUTH OF THE NORTHEAST CORNER FENCE POST,
 RQ0511'1.58 METERS (5.2 FT) NORTH OF THE EAST-WEST FENCE LINE, 1.52 METERS
 RQ0511'(5.0 FT) NORTH-NORTHWEST OF THE SOUTHEAST CORNER FENCE POST, AND
 RQ0511'NOTE, THE ROD DRIVING RATE EXCEEDED 7 SECONDS PER FOOT.
 RQ0511'THE MARK IS 0.43 METERS  SW FROM A WITNESS POST.
 RQ0511'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0635 ***********************************************************************
 RP0635  DESIGNATION -  E 497
 RP0635  PID         -  RP0635
 RP0635  STATE/COUNTY-  ND/BARNES
 RP0635  USGS QUAD   -  ORISKA (1971)
 RP0635
 RP0635                         *CURRENT SURVEY CONTROL
 RP0635  ___________________________________________________________________
 RP0635* NAD 83(1986)-  46 55 11.     (N)    097 52 14.     (W)     SCALED    
 RP0635* NAVD 88     -       434.045  (meters)    1424.03   (feet)  ADJUSTED  
 RP0635  ___________________________________________________________________
 RP0635  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 RP0635  DYNAMIC HT  -         434.076 (meters)    1424.13  (feet)  COMP
 RP0635  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 RP0635
 RP0635  VERT ORDER  -  FIRST     CLASS II
 RP0635
 RP0635.The horizontal coordinates were scaled from a topographic map and have
 RP0635.an estimated accuracy of +/- 6 seconds.
 RP0635
 RP0635.The orthometric height was determined by differential leveling
 RP0635.and adjusted by the National Geodetic Survey in June 1991..
 RP0635
 RP0635.The geoid height was determined by GEOID03.
 RP0635
 RP0635.The dynamic height is computed by dividing the NAVD 88
 RP0635.geopotential number by the normal gravity value computed on the
 RP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0635.degrees latitude (g = 980.6199 gals.).
 RP0635
 RP0635.The modeled gravity was interpolated from observed gravity values.
 RP0635
 RP0635;                    North         East    Units  Estimated Accuracy
 RP0635;SPC ND S     -   142,640.      800,230.      MT  (+/- 180 meters Scaled)
 RP0635
 RP0635                          SUPERSEDED SURVEY CONTROL
 RP0635
 RP0635.No superseded survey control is available for this station.
 RP0635
 RP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS859968(NAD 83)
 RP0635_MARKER: DB = BENCH MARK DISK
 RP0635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0635_SP_SET: CONCRETE PIER
 RP0635_STAMPING: E 497 1982
 RP0635_MARK LOGO: NGS   
 RP0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0635
 RP0635  HISTORY     - Date     Condition        Report By
 RP0635  HISTORY     - 1982     MONUMENTED       NGS
 RP0635
 RP0635                          STATION DESCRIPTION
 RP0635
 RP0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0635'10.3 KM (6.4 MI) EAST FROM VALLEY CITY.
 RP0635'3.2 KM (2.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE PEAK
 RP0635'INTERCHANGE (EXIT 71) WHICH IS LOCATED 7.2 KM (4.5 MI) EAST OF VALLEY
 RP0635'CITY TO THE MARK, AT THE CUBA INTERCHANGE (EXIT 72), ALSO, 6.4 KM
 RP0635'(4.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE ROUTE 32
 RP0635'OVERPASS (ORISKA INTERCHANGE, EXIT 73) WHICH IS LOCATED 1.3 KM
 RP0635'(0.8 MI) SOUTH OF ORISKA, SET IN THE SOUTH FACE OF THE
 RP0635'SOUTHWESTERNMOST CONCRETE PIER SUPPORTING THE OVERPASS PIER,
 RP0635'8.23 METERS (27.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94
 RP0635'EASTBOUND, AND 30.78 METERS (101.0 FT) EAST OF THE WEST END OF A METAL
 RP0635'GUARD RAIL.
 RP0635'THE MARK IS 1.6 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0656 ***********************************************************************
 RP0656  DESIGNATION -  E 498
 RP0656  PID         -  RP0656
 RP0656  STATE/COUNTY-  ND/CASS
 RP0656  USGS QUAD   -  BUFFALO (1967)
 RP0656
 RP0656                         *CURRENT SURVEY CONTROL
 RP0656  ___________________________________________________________________
 RP0656* NAD 83(1986)-  46 52 33.     (N)    097 33 21.     (W)     SCALED    
 RP0656* NAVD 88     -       358.075  (meters)    1174.78   (feet)  ADJUSTED  
 RP0656  ___________________________________________________________________
 RP0656  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RP0656  DYNAMIC HT  -         358.102 (meters)    1174.87  (feet)  COMP
 RP0656  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 RP0656
 RP0656  VERT ORDER  -  FIRST     CLASS II
 RP0656
 RP0656.The horizontal coordinates were scaled from a topographic map and have
 RP0656.an estimated accuracy of +/- 6 seconds.
 RP0656
 RP0656.The orthometric height was determined by differential leveling
 RP0656.and adjusted by the National Geodetic Survey in June 1991..
 RP0656
 RP0656.The geoid height was determined by GEOID03.
 RP0656
 RP0656.The dynamic height is computed by dividing the NAVD 88
 RP0656.geopotential number by the normal gravity value computed on the
 RP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0656.degrees latitude (g = 980.6199 gals.).
 RP0656
 RP0656.The modeled gravity was interpolated from observed gravity values.
 RP0656
 RP0656;                    North         East    Units  Estimated Accuracy
 RP0656;SPC ND S     -   138,610.      824,370.      MT  (+/- 180 meters Scaled)
 RP0656
 RP0656                          SUPERSEDED SURVEY CONTROL
 RP0656
 RP0656.No superseded survey control is available for this station.
 RP0656
 RP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS100923(NAD 83)
 RP0656_MARKER: I = METAL ROD
 RP0656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP0656_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP0656_STAMPING: E 498 1982
 RP0656_MARK LOGO: NGS   
 RP0656_PROJECTION: FLUSH
 RP0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP0656+STABILITY: POSITION/ELEVATION WELL
 RP0656_ROD/PIPE-DEPTH: 17.0 meters
 RP0656_SLEEVE-DEPTH  : 10.7 meters
 RP0656
 RP0656  HISTORY     - Date     Condition        Report By
 RP0656  HISTORY     - 1982     MONUMENTED       NGS
 RP0656
 RP0656                          STATION DESCRIPTION
 RP0656
 RP0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0656'4.8 KM (3.0 MI) SOUTH FROM BUFFALO.
 RP0656'SET IN THE MEDIAN OF INTERSTATE HIGHWAY 94 ON THE WEST SIDE OF THE
 RP0656'OVERPASS AT STATE HIGHWAY 38 LEADING NORTH TO THE TOWN OF BUFFALO,
 RP0656'12.8 METERS (42.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 RP0656'LANE OF INTERSTATE 94, 13.1 METERS (43.0 FT) NORTH OF THE CENTERLINE
 RP0656'OF THE EASTBOUND LANE, 5.6 METERS (18.5 FT) SOUTHWEST OF THE WEST END
 RP0656'OF THE SOUTH GUARD RAIL ON THE WESTBOUND TRAFFIC LANE, 11.7 METERS
 RP0656'(38.5 FT) NORTHWEST OF THE EAST END OF THE NORTH GUARD RAIL ON THE
 RP0656'EASTBOUND TRAFFIC LANE, AND 2.1 METERS (7.0 FT) WEST OF THE WEST FACE
 RP0656'OF THE WEST PIER OF OVERPASS IN THE MEDIAN.
 RP0656'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0666 ***********************************************************************
 RP0666  DESIGNATION -  E 499
 RP0666  PID         -  RP0666
 RP0666  STATE/COUNTY-  ND/CASS
 RP0666  USGS QUAD   -  ABSARAKA (1967)
 RP0666
 RP0666                         *CURRENT SURVEY CONTROL
 RP0666  ___________________________________________________________________
 RP0666* NAD 83(1986)-  46 52 33.     (N)    097 23 15.     (W)     SCALED    
 RP0666* NAVD 88     -       309.380  (meters)    1015.02   (feet)  ADJUSTED  
 RP0666  ___________________________________________________________________
 RP0666  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0666  DYNAMIC HT  -         309.401 (meters)    1015.09  (feet)  COMP
 RP0666  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 RP0666
 RP0666  VERT ORDER  -  FIRST     CLASS II
 RP0666
 RP0666.The horizontal coordinates were scaled from a topographic map and have
 RP0666.an estimated accuracy of +/- 6 seconds.
 RP0666
 RP0666.The orthometric height was determined by differential leveling
 RP0666.and adjusted by the National Geodetic Survey in June 1991..
 RP0666
 RP0666.The geoid height was determined by GEOID03.
 RP0666
 RP0666.The dynamic height is computed by dividing the NAVD 88
 RP0666.geopotential number by the normal gravity value computed on the
 RP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0666.degrees latitude (g = 980.6199 gals.).
 RP0666
 RP0666.The modeled gravity was interpolated from observed gravity values.
 RP0666
 RP0666;                    North         East    Units  Estimated Accuracy
 RP0666;SPC ND S     -   139,110.      837,200.      MT  (+/- 180 meters Scaled)
 RP0666
 RP0666                          SUPERSEDED SURVEY CONTROL
 RP0666
 RP0666.No superseded survey control is available for this station.
 RP0666
 RP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS228926(NAD 83)
 RP0666_MARKER: DB = BENCH MARK DISK
 RP0666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0666_SP_SET: CONCRETE PIER
 RP0666_STAMPING: E 499 1982
 RP0666_MARK LOGO: NGS   
 RP0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0666
 RP0666  HISTORY     - Date     Condition        Report By
 RP0666  HISTORY     - 1982     MONUMENTED       NGS
 RP0666
 RP0666                          STATION DESCRIPTION
 RP0666
 RP0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0666'3.2 KM (2.0 MI) WEST FROM WHEATLAND.
 RP0666'3.2 KM (2.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0666'WHEATLAND-CHAFFEE INTERCHANGE OVERPASS, EXIT 80 AND COUNTY ROAD 5
 RP0666'LEADING NORTH TO THE TOWN OF WHEATLAND, SET VERTICALLY IN THE EAST
 RP0666'FACE OF THE EASTERNMOST ONE OF TWO PIERS ON THE SOUTH SIDE OF THE
 RP0666'EASTBOUND LANE OF THE INTERSTATE HIGHWAY 94 OVERPASS AT THE ABSARAKA
 RP0666'INTERCHANGE, EXIT 79, 7.6 METERS (25.0 FT) SOUTH OF THE CENTERLINE OF
 RP0666'INTERSTATE HIGHWAY 94 EASTBOUND.
 RP0666'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1109 ***********************************************************************
 TF1109  DESIGNATION -  E 5
 TF1109  PID         -  TF1109
 TF1109  STATE/COUNTY-  ND/WARD
 TF1109  USGS QUAD   -  CARPIO (1979)
 TF1109
 TF1109                         *CURRENT SURVEY CONTROL
 TF1109  ___________________________________________________________________
 TF1109* NAD 83(1986)-  48 26 34.     (N)    101 42 53.     (W)     SCALED    
 TF1109* NAVD 88     -       517.492  (meters)    1697.81   (feet)  ADJUSTED  
 TF1109  ___________________________________________________________________
 TF1109  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 TF1109  DYNAMIC HT  -         517.591 (meters)    1698.13  (feet)  COMP
 TF1109  MODELED GRAV-     980,787.0   (mgal)                       NAVD 88
 TF1109
 TF1109  VERT ORDER  -  FIRST     CLASS II
 TF1109
 TF1109.The horizontal coordinates were scaled from a topographic map and have
 TF1109.an estimated accuracy of +/- 6 seconds.
 TF1109
 TF1109.The orthometric height was determined by differential leveling
 TF1109.and adjusted by the National Geodetic Survey in June 1991..
 TF1109
 TF1109.The geoid height was determined by GEOID03.
 TF1109
 TF1109.The dynamic height is computed by dividing the NAVD 88
 TF1109.geopotential number by the normal gravity value computed on the
 TF1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1109.degrees latitude (g = 980.6199 gals.).
 TF1109
 TF1109.The modeled gravity was interpolated from observed gravity values.
 TF1109
 TF1109;                    North         East    Units  Estimated Accuracy
 TF1109;SPC ND N     -   161,120.      510,140.      MT  (+/- 180 meters Scaled)
 TF1109
 TF1109                          SUPERSEDED SURVEY CONTROL
 TF1109
 TF1109  NGVD 29 (??/??/92)  517.104  (m)         1696.53   (f) ADJ UNCH    1 2
 TF1109
 TF1109.Superseded values are not recommended for survey control.
 TF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1109.See file dsdata.txt to determine how the superseded data were derived.
 TF1109
 TF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU992690(NAD 83)
 TF1109_MARKER: DB = BENCH MARK DISK
 TF1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1109_STAMPING: E5 ELEV. 1696.532 FT.
 TF1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1109+STABILITY: SURFACE MOTION
 TF1109
 TF1109  HISTORY     - Date     Condition        Report By
 TF1109  HISTORY     - UNK      MONUMENTED       CGS
 TF1109  HISTORY     - 1963     GOOD             NGS
 TF1109
 TF1109                          STATION DESCRIPTION
 TF1109
 TF1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1109'IN CARPIO.
 TF1109'AT CARPIO, 168 FEET SOUTHEAST OF THE EAST CORNER OF THE SOO LINE
 TF1109'RAILROAD STATION AT CARPIO, 125 1/2 FEET WEST OF AND ACROSS THE TRACK
 TF1109'FROM THE WEST CORNER OF A NEW GRAIN ELEVATOR, 101 FEET NORTH OF A
 TF1109'TELEPHONE POLE, 28 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN STREET
 TF1109'IN CARPIO, 13 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 TF1109'TRACK, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF1109'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 1
 TF1109'FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1094 ***********************************************************************
 SN1094  DESIGNATION -  E 5 B 1
 SN1094  PID         -  SN1094
 SN1094  STATE/COUNTY-  ND/MCLEAN
 SN1094  USGS QUAD   -  EMMET NE (1956)
 SN1094
 SN1094                         *CURRENT SURVEY CONTROL
 SN1094  ___________________________________________________________________
 SN1094* NAD 83(1986)-  47 38 48.     (N)    101 36 19.     (W)     SCALED    
 SN1094* NAVD 88     -       610.499  (meters)    2002.95   (feet)  ADJUSTED  
 SN1094  ___________________________________________________________________
 SN1094  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SN1094  DYNAMIC HT  -         610.557 (meters)    2003.14  (feet)  COMP
 SN1094  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SN1094
 SN1094  VERT ORDER  -  SECOND    CLASS 0
 SN1094
 SN1094.The horizontal coordinates were scaled from a topographic map and have
 SN1094.an estimated accuracy of +/- 6 seconds.
 SN1094
 SN1094.The orthometric height was determined by differential leveling
 SN1094.and adjusted by the National Geodetic Survey in June 1991..
 SN1094
 SN1094.The geoid height was determined by GEOID03.
 SN1094
 SN1094.The dynamic height is computed by dividing the NAVD 88
 SN1094.geopotential number by the normal gravity value computed on the
 SN1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1094.degrees latitude (g = 980.6199 gals.).
 SN1094
 SN1094.The modeled gravity was interpolated from observed gravity values.
 SN1094
 SN1094;                    North         East    Units  Estimated Accuracy
 SN1094;SPC ND N     -    72,490.      516,960.      MT  (+/- 180 meters Scaled)
 SN1094
 SN1094                          SUPERSEDED SURVEY CONTROL
 SN1094
 SN1094  NGVD 29 (??/??/92)  610.08   (m)         2001.6    (f) COMPUTED    2 0
 SN1094
 SN1094.Superseded values are not recommended for survey control.
 SN1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1094.See file dsdata.txt to determine how the superseded data were derived.
 SN1094
 SN1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT043803(NAD 83)
 SN1094_MARKER: Z = SEE DESCRIPTION
 SN1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1094_SP_SET: CONCRETE PEDESTAL
 SN1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1094
 SN1094  HISTORY     - Date     Condition        Report By
 SN1094  HISTORY     - UNK      MONUMENTED       DOD
 SN1094  HISTORY     - 1962     GOOD             NGS
 SN1094
 SN1094                          STATION DESCRIPTION
 SN1094
 SN1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1094'2.25 MI E FROM EMMET.
 SN1094'ABOUT 2.25 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1094'EMMET, AT A DRIVEWAY TO A FIELD, 97 FEET NORTH OF THE CENTERLINE OF
 SN1094'THE HIGHWAY, 90 FEET EAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE
 SN1094'HIGHWAY, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  THE CENTER
 SN1094'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1088 ***********************************************************************
 SN1088  DESIGNATION -  E 5 B 2
 SN1088  PID         -  SN1088
 SN1088  STATE/COUNTY-  ND/MCLEAN
 SN1088  USGS QUAD   -  EMMET NE (1956)
 SN1088
 SN1088                         *CURRENT SURVEY CONTROL
 SN1088  ___________________________________________________________________
 SN1088* NAD 83(1986)-  47 39 02.     (N)    101 35 51.     (W)     SCALED    
 SN1088* NAVD 88     -       619.737  (meters)    2033.25   (feet)  ADJUSTED  
 SN1088  ___________________________________________________________________
 SN1088  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1088  DYNAMIC HT  -         619.796 (meters)    2033.45  (feet)  COMP
 SN1088  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SN1088
 SN1088  VERT ORDER  -  SECOND    CLASS 0
 SN1088
 SN1088.The horizontal coordinates were scaled from a topographic map and have
 SN1088.an estimated accuracy of +/- 6 seconds.
 SN1088
 SN1088.The orthometric height was determined by differential leveling
 SN1088.and adjusted by the National Geodetic Survey in June 1991..
 SN1088
 SN1088.The geoid height was determined by GEOID03.
 SN1088
 SN1088.The dynamic height is computed by dividing the NAVD 88
 SN1088.geopotential number by the normal gravity value computed on the
 SN1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1088.degrees latitude (g = 980.6199 gals.).
 SN1088
 SN1088.The modeled gravity was interpolated from observed gravity values.
 SN1088
 SN1088;                    North         East    Units  Estimated Accuracy
 SN1088;SPC ND N     -    72,920.      517,550.      MT  (+/- 180 meters Scaled)
 SN1088
 SN1088                          SUPERSEDED SURVEY CONTROL
 SN1088
 SN1088  NGVD 29 (??/??/92)  619.32   (m)         2031.9    (f) COMPUTED    2 0
 SN1088
 SN1088.Superseded values are not recommended for survey control.
 SN1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1088.See file dsdata.txt to determine how the superseded data were derived.
 SN1088
 SN1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT049807(NAD 83)
 SN1088_MARKER: Z = SEE DESCRIPTION
 SN1088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1088_SP_SET: CONCRETE PEDESTAL
 SN1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1088
 SN1088  HISTORY     - Date     Condition        Report By
 SN1088  HISTORY     - UNK      MONUMENTED       DOD
 SN1088  HISTORY     - 1962     GOOD             NGS
 SN1088
 SN1088                          STATION DESCRIPTION
 SN1088
 SN1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1088'3.05 MI NE FROM EMMET.
 SN1088'ABOUT 2.7 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1088'EMMET, THENCE 0.35 MILE NORTH-NORTHWEST ACROSS A FIELD, NEAR THE
 SN1088'SOUTHWEST CORNER OF THE FIELD, 324 FEET EAST OF A FENCE LINE, 222 FEET
 SN1088'NORTH OF A FENCE LINE, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH
 SN1088'TRIBRACH, THE TOP CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1092 ***********************************************************************
 SN1092  DESIGNATION -  E 5 Z
 SN1092  PID         -  SN1092
 SN1092  STATE/COUNTY-  ND/MCLEAN
 SN1092  USGS QUAD   -  EMMET NE (1956)
 SN1092
 SN1092                         *CURRENT SURVEY CONTROL
 SN1092  ___________________________________________________________________
 SN1092* NAD 83(1986)-  47 38 48.     (N)    101 35 44.     (W)     SCALED    
 SN1092* NAVD 88     -       619.387  (meters)    2032.11   (feet)  ADJUSTED  
 SN1092  ___________________________________________________________________
 SN1092  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SN1092  DYNAMIC HT  -         619.446 (meters)    2032.30  (feet)  COMP
 SN1092  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 SN1092
 SN1092  VERT ORDER  -  SECOND    CLASS 0
 SN1092
 SN1092.The horizontal coordinates were scaled from a topographic map and have
 SN1092.an estimated accuracy of +/- 6 seconds.
 SN1092
 SN1092.The orthometric height was determined by differential leveling
 SN1092.and adjusted by the National Geodetic Survey in June 1991..
 SN1092
 SN1092.The geoid height was determined by GEOID03.
 SN1092
 SN1092.The dynamic height is computed by dividing the NAVD 88
 SN1092.geopotential number by the normal gravity value computed on the
 SN1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1092.degrees latitude (g = 980.6199 gals.).
 SN1092
 SN1092.The modeled gravity was interpolated from observed gravity values.
 SN1092
 SN1092;                    North         East    Units  Estimated Accuracy
 SN1092;SPC ND N     -    72,480.      517,690.      MT  (+/- 180 meters Scaled)
 SN1092
 SN1092                          SUPERSEDED SURVEY CONTROL
 SN1092
 SN1092  NGVD 29 (??/??/92)  618.97   (m)         2030.7    (f) COMPUTED    2 0
 SN1092
 SN1092.Superseded values are not recommended for survey control.
 SN1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1092.See file dsdata.txt to determine how the superseded data were derived.
 SN1092
 SN1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT050802(NAD 83)
 SN1092_MARKER: DS = TRIANGULATION STATION DISK
 SN1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1092_STAMPING: E5Z 1962
 SN1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1092+STABILITY: SURFACE MOTION
 SN1092
 SN1092  HISTORY     - Date     Condition        Report By
 SN1092  HISTORY     - 1962     MONUMENTED       CGS
 SN1092
 SN1092                          STATION DESCRIPTION
 SN1092
 SN1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1092'2.7 MI E FROM EMMET.
 SN1092'ABOUT 2.7 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1092'EMMET, AT THE CREST OF A HILL, 153 FEET NORTH OF THE CENTERLINE OF THE
 SN1092'HIGHWAY, 49 FEET NORTH OF RM 2, 37.5 FEET WEST OF RM 1, 9 FEET SOUTH
 SN1092'OF THE SOUTH EDGE OF A FIELD, 13 FEET NORTH OF A TELEPHONE POLE, 3
 SN1092'FEET SOUTH OF A WITNESS POST, ABOUT 20 FEET ABOVE THE HIGHWAY, A DISK
 SN1092'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1091 ***********************************************************************
 SN1091  DESIGNATION -  E 5 Z RM 1
 SN1091  PID         -  SN1091
 SN1091  STATE/COUNTY-  ND/MCLEAN
 SN1091  USGS QUAD   -  EMMET NE (1956)
 SN1091
 SN1091                         *CURRENT SURVEY CONTROL
 SN1091  ___________________________________________________________________
 SN1091* NAD 83(1986)-  47 38 48.     (N)    101 35 42.     (W)     SCALED    
 SN1091* NAVD 88     -       618.985  (meters)    2030.79   (feet)  ADJUSTED  
 SN1091  ___________________________________________________________________
 SN1091  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SN1091  DYNAMIC HT  -         619.044 (meters)    2030.98  (feet)  COMP
 SN1091  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 SN1091
 SN1091  VERT ORDER  -  SECOND    CLASS 0
 SN1091
 SN1091.The horizontal coordinates were scaled from a topographic map and have
 SN1091.an estimated accuracy of +/- 6 seconds.
 SN1091
 SN1091.The orthometric height was determined by differential leveling
 SN1091.and adjusted by the National Geodetic Survey in June 1991..
 SN1091
 SN1091.The geoid height was determined by GEOID03.
 SN1091
 SN1091.The dynamic height is computed by dividing the NAVD 88
 SN1091.geopotential number by the normal gravity value computed on the
 SN1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1091.degrees latitude (g = 980.6199 gals.).
 SN1091
 SN1091.The modeled gravity was interpolated from observed gravity values.
 SN1091
 SN1091;                    North         East    Units  Estimated Accuracy
 SN1091;SPC ND N     -    72,480.      517,730.      MT  (+/- 180 meters Scaled)
 SN1091
 SN1091                          SUPERSEDED SURVEY CONTROL
 SN1091
 SN1091  NGVD 29 (??/??/92)  618.57   (m)         2029.4    (f) COMPUTED    2 0
 SN1091
 SN1091.Superseded values are not recommended for survey control.
 SN1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1091.See file dsdata.txt to determine how the superseded data were derived.
 SN1091
 SN1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT051802(NAD 83)
 SN1091_MARKER: DR = REFERENCE MARK DISK
 SN1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1091_STAMPING: E5Z NO 1 1962
 SN1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1091+STABILITY: SURFACE MOTION
 SN1091
 SN1091  HISTORY     - Date     Condition        Report By
 SN1091  HISTORY     - 1962     MONUMENTED       CGS
 SN1091
 SN1091                          STATION DESCRIPTION
 SN1091
 SN1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1091'2.7 MI E FROM EMMET.
 SN1091'ABOUT 2.7 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1091'EMMET, 15.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 37.5 EAST OF
 SN1091'THE STATION MARK, 72 FEET NORTHEAST OF A TELEPHONE POLE, 62.5 FEET
 SN1091'NORTHEAST OF RM 2, ABOUT 20 FEET HIGHER THAN THE HIGHWAY, A DISK IN
 SN1091'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1093 ***********************************************************************
 SN1093  DESIGNATION -  E 5 Z RM 2
 SN1093  PID         -  SN1093
 SN1093  STATE/COUNTY-  ND/MCLEAN
 SN1093  USGS QUAD   -  EMMET NE (1956)
 SN1093
 SN1093                         *CURRENT SURVEY CONTROL
 SN1093  ___________________________________________________________________
 SN1093* NAD 83(1986)-  47 38 47.     (N)    101 35 42.     (W)     SCALED    
 SN1093* NAVD 88     -       619.106  (meters)    2031.18   (feet)  ADJUSTED  
 SN1093  ___________________________________________________________________
 SN1093  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 SN1093  DYNAMIC HT  -         619.165 (meters)    2031.38  (feet)  COMP
 SN1093  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 SN1093
 SN1093  VERT ORDER  -  SECOND    CLASS 0
 SN1093
 SN1093.The horizontal coordinates were scaled from a topographic map and have
 SN1093.an estimated accuracy of +/- 6 seconds.
 SN1093
 SN1093.The orthometric height was determined by differential leveling
 SN1093.and adjusted by the National Geodetic Survey in June 1991..
 SN1093
 SN1093.The geoid height was determined by GEOID03.
 SN1093
 SN1093.The dynamic height is computed by dividing the NAVD 88
 SN1093.geopotential number by the normal gravity value computed on the
 SN1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1093.degrees latitude (g = 980.6199 gals.).
 SN1093
 SN1093.The modeled gravity was interpolated from observed gravity values.
 SN1093
 SN1093;                    North         East    Units  Estimated Accuracy
 SN1093;SPC ND N     -    72,450.      517,730.      MT  (+/- 180 meters Scaled)
 SN1093
 SN1093                          SUPERSEDED SURVEY CONTROL
 SN1093
 SN1093  NGVD 29 (??/??/92)  618.69   (m)         2029.8    (f) COMPUTED    2 0
 SN1093
 SN1093.Superseded values are not recommended for survey control.
 SN1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1093.See file dsdata.txt to determine how the superseded data were derived.
 SN1093
 SN1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT051802(NAD 83)
 SN1093_MARKER: DR = REFERENCE MARK DISK
 SN1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1093_STAMPING: E5Z NO 2 1962
 SN1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1093+STABILITY: SURFACE MOTION
 SN1093
 SN1093  HISTORY     - Date     Condition        Report By
 SN1093  HISTORY     - 1962     MONUMENTED       CGS
 SN1093
 SN1093                          STATION DESCRIPTION
 SN1093
 SN1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1093'2.7 MI E FROM EMMET.
 SN1093'ABOUT 2.7 MILE EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1093'EMMET, 104 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 35 FEET
 SN1093'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 62.5 FEET SOUTHWEST OF RM 1,
 SN1093'ABOUT 20 FEET ABOVE THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 SN1093'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0471 ***********************************************************************
 SL0471  DESIGNATION -  E 50
 SL0471  PID         -  SL0471
 SL0471  STATE/COUNTY-  ND/CASS
 SL0471  USGS QUAD   -  ARTHUR (1967)
 SL0471
 SL0471                         *CURRENT SURVEY CONTROL
 SL0471  ___________________________________________________________________
 SL0471* NAD 83(1986)-  47 01 14.     (N)    097 13 07.     (W)     SCALED    
 SL0471* NAVD 88     -       290.840  (meters)     954.20   (feet)  ADJUSTED  
 SL0471  ___________________________________________________________________
 SL0471  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 SL0471  DYNAMIC HT  -         290.873 (meters)     954.31  (feet)  COMP
 SL0471  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SL0471
 SL0471  VERT ORDER  -  SECOND    CLASS 0
 SL0471
 SL0471.The horizontal coordinates were scaled from a topographic map and have
 SL0471.an estimated accuracy of +/- 6 seconds.
 SL0471
 SL0471.The orthometric height was determined by differential leveling
 SL0471.and adjusted by the National Geodetic Survey in June 1991..
 SL0471
 SL0471.The geoid height was determined by GEOID03.
 SL0471
 SL0471.The dynamic height is computed by dividing the NAVD 88
 SL0471.geopotential number by the normal gravity value computed on the
 SL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0471.degrees latitude (g = 980.6199 gals.).
 SL0471
 SL0471.The modeled gravity was interpolated from observed gravity values.
 SL0471
 SL0471;                    North         East    Units  Estimated Accuracy
 SL0471;SPC ND S     -   155,700.      849,390.      MT  (+/- 180 meters Scaled)
 SL0471
 SL0471                          SUPERSEDED SURVEY CONTROL
 SL0471
 SL0471  NGVD 29 (??/??/92)  290.530  (m)          953.18   (f) ADJ UNCH    2 0
 SL0471
 SL0471.Superseded values are not recommended for survey control.
 SL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0471.See file dsdata.txt to determine how the superseded data were derived.
 SL0471
 SL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT353089(NAD 83)
 SL0471_MARKER: DB = BENCH MARK DISK
 SL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0471_STAMPING: E-50 -- 1934
 SL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0471+STABILITY: SURFACE MOTION
 SL0471
 SL0471  HISTORY     - Date     Condition        Report By
 SL0471  HISTORY     - 1934     MONUMENTED       CGS
 SL0471  HISTORY     - 1967     GOOD             USAF
 SL0471
 SL0471                          STATION DESCRIPTION
 SL0471
 SL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0471'5.8 MI S FROM ARTHUR.
 SL0471'5.8 MILES SOUTH OF THE G.N.R. STATION AT ARTHUR.  1 MILE SOUTH OF THE
 SL0471'JUNCTION OF THE G.N.R. LINES, ERIE TO FARGO AND MAYVILLE TO
 SL0471'CASSELTON-- 58 FT. SOUTH OF THE CENTERLINE OF GRADE CROSSING OF A
 SL0471'COUNTY ROAD.  36.8 FT. WEST OF WEST RAIL OF TRACK.  34 FT. EAST OF
 SL0471'CENTERLINE OF STATE HY. NO. 18.  STANDARD TABLET SET IN TOP OF
 SL0471'CONCRETE POST 4 HIGH.  NOTE-- N.D. HWY 18 HAS BEEN RELOCATED AND IS
 SL0471'NOW E. OF THE RAILWAY.  THE FORMER HWY IS NOW A LITTLE USED COUNTY
 SL0471'ROAD.
 SL0471
 SL0471                          STATION RECOVERY (1967)
 SL0471
 SL0471'RECOVERY NOTE BY US AIR FORCE 1967
 SL0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0726 ***********************************************************************
 RR0726  DESIGNATION -  E 501
 RR0726  PID         -  RR0726
 RR0726  STATE/COUNTY-  ND/MORTON
 RR0726  USGS QUAD   -  NEW SALEM (1980)
 RR0726
 RR0726                         *CURRENT SURVEY CONTROL
 RR0726  ___________________________________________________________________
 RR0726* NAD 83(1986)-  46 45 37.     (N)    101 23 05.     (W)     SCALED    
 RR0726* NAVD 88     -       673.229  (meters)    2208.75   (feet)  ADJUSTED  
 RR0726  ___________________________________________________________________
 RR0726  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 RR0726  DYNAMIC HT  -         673.224 (meters)    2208.74  (feet)  COMP
 RR0726  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 RR0726
 RR0726  VERT ORDER  -  FIRST     CLASS II
 RR0726
 RR0726.The horizontal coordinates were scaled from a topographic map and have
 RR0726.an estimated accuracy of +/- 6 seconds.
 RR0726
 RR0726.The orthometric height was determined by differential leveling
 RR0726.and adjusted by the National Geodetic Survey in June 1991..
 RR0726
 RR0726.The geoid height was determined by GEOID03.
 RR0726
 RR0726.The dynamic height is computed by dividing the NAVD 88
 RR0726.geopotential number by the normal gravity value computed on the
 RR0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0726.degrees latitude (g = 980.6199 gals.).
 RR0726
 RR0726.The modeled gravity was interpolated from observed gravity values.
 RR0726
 RR0726;                    North         East    Units  Estimated Accuracy
 RR0726;SPC ND S     -   121,940.      532,420.      MT  (+/- 180 meters Scaled)
 RR0726
 RR0726                          SUPERSEDED SURVEY CONTROL
 RR0726
 RR0726.No superseded survey control is available for this station.
 RR0726
 RR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS178812(NAD 83)
 RR0726_MARKER: I = METAL ROD
 RR0726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0726_SP_SET: STAINLESS STEEL ROD
 RR0726_STAMPING: E 501 1985
 RR0726_MARK LOGO: NGS   
 RR0726_PROJECTION: FLUSH
 RR0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0726_ROD/PIPE-DEPTH: 7.3  meters
 RR0726
 RR0726  HISTORY     - Date     Condition        Report By
 RR0726  HISTORY     - 1985     MONUMENTED       NGS
 RR0726
 RR0726                          STATION DESCRIPTION
 RR0726
 RR0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0726'10.6 KM (6.6 MI) SOUTH FROM NEW SALEM.
 RR0726'10.6 KM (6.55 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0726'COUNTY ROAD 139 IN NEW SALEM, AT A FIELD ENTRANCE ROAD, 18.0 METERS
 RR0726'(59 FT) WEST OF THE CENTER OF THE ROAD, 7.6 METERS (25 FT) SOUTH OF
 RR0726'THE CENTER OF THE FIELD ROAD AND 0.3 METER (1 FT) EAST OF A FENCE.
 RR0726'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0726'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RR0726'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0750 ***********************************************************************
 RR0750  DESIGNATION -  E 502
 RR0750  PID         -  RR0750
 RR0750  STATE/COUNTY-  ND/GRANT
 RR0750  USGS QUAD   -  RALEIGH (1980)
 RR0750
 RR0750                         *CURRENT SURVEY CONTROL
 RR0750  ___________________________________________________________________
 RR0750* NAD 83(1986)-  46 18 39.     (N)    101 19 12.     (W)     SCALED    
 RR0750* NAVD 88     -       713.456  (meters)    2340.73   (feet)  ADJUSTED  
 RR0750  ___________________________________________________________________
 RR0750  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RR0750  DYNAMIC HT  -         713.429 (meters)    2340.64  (feet)  COMP
 RR0750  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 RR0750
 RR0750  VERT ORDER  -  FIRST     CLASS II
 RR0750
 RR0750.The horizontal coordinates were scaled from a topographic map and have
 RR0750.an estimated accuracy of +/- 6 seconds.
 RR0750
 RR0750.The orthometric height was determined by differential leveling
 RR0750.and adjusted by the National Geodetic Survey in June 1991..
 RR0750
 RR0750.The geoid height was determined by GEOID03.
 RR0750
 RR0750.The dynamic height is computed by dividing the NAVD 88
 RR0750.geopotential number by the normal gravity value computed on the
 RR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0750.degrees latitude (g = 980.6199 gals.).
 RR0750
 RR0750.The modeled gravity was interpolated from observed gravity values.
 RR0750
 RR0750;                    North         East    Units  Estimated Accuracy
 RR0750;SPC ND S     -    71,930.      536,840.      MT  (+/- 180 meters Scaled)
 RR0750
 RR0750                          SUPERSEDED SURVEY CONTROL
 RR0750
 RR0750.No superseded survey control is available for this station.
 RR0750
 RR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS213312(NAD 83)
 RR0750_MARKER: I = METAL ROD
 RR0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0750_SP_SET: STAINLESS STEEL ROD
 RR0750_STAMPING: E 502 1985
 RR0750_MARK LOGO: NGS   
 RR0750_PROJECTION: FLUSH
 RR0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0750_ROD/PIPE-DEPTH: 4.9  meters
 RR0750
 RR0750  HISTORY     - Date     Condition        Report By
 RR0750  HISTORY     - 1985     MONUMENTED       NGS
 RR0750
 RR0750                          STATION DESCRIPTION
 RR0750
 RR0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0750'5.7 KM (3.55 MI) SOUTH FROM RALEIGH.
 RR0750'5.7 KM (3.55 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0750'STREET AT RALEIGH, ON TOP OF A CUT BANK, 0.08 KM (0.05 MI) NORTH OF A
 RR0750'DIRT ROAD LEADING SOUTH, 35.1 METERS (115 FT) (SLOPE DISTANT) EAST OF
 RR0750'THE HIGHWAY CENTERLINE, 2.0 METERS (6.6 FT) SOUTH OF AN ORANGE 4 BY 4
 RR0750'INCH RIGHT-OF-WAY POST AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 RR0750'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0750'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 RR0750'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1198 ***********************************************************************
 RP1198  DESIGNATION -  E 504
 RP1198  PID         -  RP1198
 RP1198  STATE/COUNTY-  ND/RICHLAND
 RP1198  USGS QUAD   -  HANKINSON SE (1979)
 RP1198
 RP1198                         *CURRENT SURVEY CONTROL
 RP1198  ___________________________________________________________________
 RP1198* NAD 83(1986)-  46 01 06.     (N)    096 50 06.     (W)     SCALED    
 RP1198* NAVD 88     -       322.752  (meters)    1058.90   (feet)  ADJUSTED  
 RP1198  ___________________________________________________________________
 RP1198  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RP1198  DYNAMIC HT  -         322.753 (meters)    1058.90  (feet)  COMP
 RP1198  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 RP1198
 RP1198  VERT ORDER  -  FIRST     CLASS II
 RP1198
 RP1198.The horizontal coordinates were scaled from a topographic map and have
 RP1198.an estimated accuracy of +/- 6 seconds.
 RP1198
 RP1198.The orthometric height was determined by differential leveling
 RP1198.and adjusted by the National Geodetic Survey in June 1991..
 RP1198
 RP1198.The geoid height was determined by GEOID03.
 RP1198
 RP1198.The dynamic height is computed by dividing the NAVD 88
 RP1198.geopotential number by the normal gravity value computed on the
 RP1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1198.degrees latitude (g = 980.6199 gals.).
 RP1198
 RP1198.The modeled gravity was interpolated from observed gravity values.
 RP1198
 RP1198;                    North         East    Units  Estimated Accuracy
 RP1198;SPC ND S     -    45,710.      883,720.      MT  (+/- 180 meters Scaled)
 RP1198
 RP1198                          SUPERSEDED SURVEY CONTROL
 RP1198
 RP1198.No superseded survey control is available for this station.
 RP1198
 RP1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR675983(NAD 83)
 RP1198_MARKER: I = METAL ROD
 RP1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1198_SP_SET: STAINLESS STEEL ROD
 RP1198_STAMPING: E 504 1990
 RP1198_MARK LOGO: NGS   
 RP1198_PROJECTION: FLUSH
 RP1198_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1198+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1198_ROD/PIPE-DEPTH: 18.0 meters
 RP1198
 RP1198  HISTORY     - Date     Condition        Report By
 RP1198  HISTORY     - 1990     MONUMENTED       NGS
 RP1198
 RP1198                          STATION DESCRIPTION
 RP1198
 RP1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1198'4.6 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1198'COUNTY ROAD 1 IN HANKINSON, THENCE 3.8 KM (2.4 MI) SOUTHERLY ALONG
 RP1198'INTERSTATE HIGHWAY 29, 44.0 M (144.4 FT) EAST OF AND LEVEL WITH THE
 RP1198'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 15.9 M (52.2 FT)
 RP1198'SOUTH OF A RIGHT-OF-WAY POST, AND 1.0 M (3.3 FT) WEST OF A WITNESS
 RP1198'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RP1198'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1174 ***********************************************************************
 RP1174  DESIGNATION -  E 505
 RP1174  PID         -  RP1174
 RP1174  STATE/COUNTY-  ND/RICHLAND
 RP1174  USGS QUAD   -  DWIGHT (1979)
 RP1174
 RP1174                         *CURRENT SURVEY CONTROL
 RP1174  ___________________________________________________________________
 RP1174* NAD 83(1986)-  46 16 55.     (N)    096 44 24.     (W)     SCALED    
 RP1174* NAVD 88     -       292.223  (meters)     958.74   (feet)  ADJUSTED  
 RP1174  ___________________________________________________________________
 RP1174  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP1174  DYNAMIC HT  -         292.228 (meters)     958.75  (feet)  COMP
 RP1174  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 RP1174
 RP1174  VERT ORDER  -  FIRST     CLASS II
 RP1174
 RP1174.The horizontal coordinates were scaled from a topographic map and have
 RP1174.an estimated accuracy of +/- 6 seconds.
 RP1174
 RP1174.The orthometric height was determined by differential leveling
 RP1174.and adjusted by the National Geodetic Survey in June 1991..
 RP1174
 RP1174.The geoid height was determined by GEOID03.
 RP1174
 RP1174.The dynamic height is computed by dividing the NAVD 88
 RP1174.geopotential number by the normal gravity value computed on the
 RP1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1174.degrees latitude (g = 980.6199 gals.).
 RP1174
 RP1174.The modeled gravity was interpolated from observed gravity values.
 RP1174
 RP1174;                    North         East    Units  Estimated Accuracy
 RP1174;SPC ND S     -    75,330.      889,660.      MT  (+/- 180 meters Scaled)
 RP1174
 RP1174                          SUPERSEDED SURVEY CONTROL
 RP1174
 RP1174.No superseded survey control is available for this station.
 RP1174
 RP1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741278(NAD 83)
 RP1174_MARKER: I = METAL ROD
 RP1174_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1174_SP_SET: STAINLESS STEEL ROD
 RP1174_STAMPING: E 505 1990
 RP1174_MARK LOGO: NGS   
 RP1174_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1174_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1174+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1174_ROD/PIPE-DEPTH: 6.6  meters
 RP1174
 RP1174  HISTORY     - Date     Condition        Report By
 RP1174  HISTORY     - 1990     MONUMENTED       NGS
 RP1174
 RP1174                          STATION DESCRIPTION
 RP1174
 RP1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1174'9.9 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1174'STATE HIGHWAY 127 IN WAHPETON, THENCE 2.4 KM (1.5 MI) NORTHERLY ALONG
 RP1174'COUNTY ROAD 81, 28.9 M (94.8 FT) EAST OF THE ROAD CENTERLINE, 21.9 M
 RP1174'(71.9 FT) SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 19.9 M (65.3 FT)
 RP1174'SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE CULVERT, 1.0 M (3.3 FT)
 RP1174'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 RP1174'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1143 ***********************************************************************
 RP1143  DESIGNATION -  E 506
 RP1143  PID         -  RP1143
 RP1143  STATE/COUNTY-  ND/CASS
 RP1143  USGS QUAD   -  FARGO SOUTH (1993)
 RP1143
 RP1143                         *CURRENT SURVEY CONTROL
 RP1143  ___________________________________________________________________
 RP1143* NAD 83(1986)-  46 48 43.     (N)    096 48 17.     (W)     SCALED    
 RP1143* NAVD 88     -       275.920  (meters)     905.25   (feet)  ADJUSTED  
 RP1143  ___________________________________________________________________
 RP1143  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP1143  DYNAMIC HT  -         275.942 (meters)     905.32  (feet)  COMP
 RP1143  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 RP1143
 RP1143  VERT ORDER  -  FIRST     CLASS II
 RP1143
 RP1143.The horizontal coordinates were scaled from a topographic map and have
 RP1143.an estimated accuracy of +/- 6 seconds.
 RP1143
 RP1143.The orthometric height was determined by differential leveling
 RP1143.and adjusted by the National Geodetic Survey in June 1991..
 RP1143
 RP1143.The geoid height was determined by GEOID03.
 RP1143
 RP1143.The dynamic height is computed by dividing the NAVD 88
 RP1143.geopotential number by the normal gravity value computed on the
 RP1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1143.degrees latitude (g = 980.6199 gals.).
 RP1143
 RP1143.The modeled gravity was interpolated from observed gravity values.
 RP1143
 RP1143;                    North         East    Units  Estimated Accuracy
 RP1143;SPC ND S     -   133,940.      881,910.      MT  (+/- 180 meters Scaled)
 RP1143
 RP1143                          SUPERSEDED SURVEY CONTROL
 RP1143
 RP1143.No superseded survey control is available for this station.
 RP1143
 RP1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS674866(NAD 83)
 RP1143_MARKER: I = METAL ROD
 RP1143_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1143_SP_SET: STAINLESS STEEL ROD
 RP1143_STAMPING: E 506 1990
 RP1143_MARK LOGO: NGS   
 RP1143_PROJECTION: FLUSH
 RP1143_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1143+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1143_ROD/PIPE-DEPTH: 12.1 meters
 RP1143
 RP1143  HISTORY     - Date     Condition        Report By
 RP1143  HISTORY     - 1990     MONUMENTED       NGS
 RP1143
 RP1143                          STATION DESCRIPTION
 RP1143
 RP1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1143'4.13.4 KM (2.5663 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS
 RP1143'(UNIVERSITY DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 RP1143'87) IN FARGO, 51.9 M (170.3 FT) WEST OF AND LEVEL WITH THE HIGHWAY
 RP1143'CENTERLINE, 19.2 M (63.0 FT) NORTHWEST OF A FIRE HYDRANT, 11.9 M
 RP1143'(39.0 FT) SOUTHWEST OF A SIGN (JOHN DEERE), 8.7 M (28.5 FT) SOUTH OF
 RP1143'THE NORTHEAST CORNER OF FARGO IMPLEMENT INCORPORATED, AND 1.9 M (6.2
 RP1143'FT) EAST OF THE EAST FACE OF THE BUILDING.  NOTE--ACCESS TO THE DATUM
 RP1143'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0433 ***********************************************************************
 SL0433  DESIGNATION -  E 51
 SL0433  PID         -  SL0433
 SL0433  STATE/COUNTY-  ND/TRAILL
 SL0433  USGS QUAD   -  HATTON (1970)
 SL0433
 SL0433                         *CURRENT SURVEY CONTROL
 SL0433  ___________________________________________________________________
 SL0433* NAD 83(1986)-  47 38 09.     (N)    097 27 30.     (W)     SCALED    
 SL0433* NAVD 88     -       329.421  (meters)    1080.78   (feet)  ADJUSTED  
 SL0433  ___________________________________________________________________
 SL0433  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 SL0433  DYNAMIC HT  -         329.466 (meters)    1080.92  (feet)  COMP
 SL0433  MODELED GRAV-     980,741.7   (mgal)                       NAVD 88
 SL0433
 SL0433  VERT ORDER  -  SECOND    CLASS 0
 SL0433
 SL0433.The horizontal coordinates were scaled from a topographic map and have
 SL0433.an estimated accuracy of +/- 6 seconds.
 SL0433
 SL0433.The orthometric height was determined by differential leveling
 SL0433.and adjusted by the National Geodetic Survey in June 1991..
 SL0433
 SL0433.The geoid height was determined by GEOID03.
 SL0433
 SL0433.The dynamic height is computed by dividing the NAVD 88
 SL0433.geopotential number by the normal gravity value computed on the
 SL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0433.degrees latitude (g = 980.6199 gals.).
 SL0433
 SL0433.The modeled gravity was interpolated from observed gravity values.
 SL0433
 SL0433;                    North         East    Units  Estimated Accuracy
 SL0433;SPC ND N     -    75,210.      828,510.      MT  (+/- 180 meters Scaled)
 SL0433
 SL0433                          SUPERSEDED SURVEY CONTROL
 SL0433
 SL0433  NGVD 29 (??/??/92)  329.049  (m)         1079.55   (f) ADJ UNCH    2 0
 SL0433
 SL0433.Superseded values are not recommended for survey control.
 SL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0433.See file dsdata.txt to determine how the superseded data were derived.
 SL0433
 SL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT158769(NAD 83)
 SL0433_MARKER: DB = BENCH MARK DISK
 SL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0433_STAMPING: E-51 -- 1934
 SL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0433+STABILITY: SURFACE MOTION
 SL0433
 SL0433  HISTORY     - Date     Condition        Report By
 SL0433  HISTORY     - 1934     MONUMENTED       CGS
 SL0433
 SL0433                          STATION DESCRIPTION
 SL0433
 SL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0433'IN HATTON.
 SL0433'135 FT. SOUTH OF SOUTHWEST CORNER OF G.N.R. DEPOT.  90 FT. WEST OF
 SL0433'NORTHWEST CORNER OF THE NORTH ELEVATOR OF FARMERS ELEVATOR CO.  33.8
 SL0433'FT. WEST OF WEST RAIL OF G.N.R. MAINLINE TRACK.  STANDARD TABLET SET
 SL0433'IN TOP OF CONCRETE POST 6 IN. HIGH.  A STANDARD DISK STAMPED E 51
 SL0433'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0890 ***********************************************************************
 SL0890  DESIGNATION -  E 52
 SL0890  PID         -  SL0890
 SL0890  STATE/COUNTY-  ND/STEELE
 SL0890  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0890
 SL0890                         *CURRENT SURVEY CONTROL
 SL0890  ___________________________________________________________________
 SL0890* NAD 83(1986)-  47 30 48.     (N)    097 44 22.     (W)     SCALED    
 SL0890* NAVD 88     -       390.370  (meters)    1280.74   (feet)  ADJUSTED  
 SL0890  ___________________________________________________________________
 SL0890  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 SL0890  DYNAMIC HT  -         390.416 (meters)    1280.89  (feet)  COMP
 SL0890  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 SL0890
 SL0890  VERT ORDER  -  SECOND    CLASS 0
 SL0890
 SL0890.The horizontal coordinates were scaled from a topographic map and have
 SL0890.an estimated accuracy of +/- 6 seconds.
 SL0890
 SL0890.The orthometric height was determined by differential leveling
 SL0890.and adjusted by the National Geodetic Survey in June 1991..
 SL0890
 SL0890.The geoid height was determined by GEOID03.
 SL0890
 SL0890.The dynamic height is computed by dividing the NAVD 88
 SL0890.geopotential number by the normal gravity value computed on the
 SL0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0890.degrees latitude (g = 980.6199 gals.).
 SL0890
 SL0890.The modeled gravity was interpolated from observed gravity values.
 SL0890
 SL0890;                    North         East    Units  Estimated Accuracy
 SL0890;SPC ND N     -    60,800.      807,890.      MT  (+/- 180 meters Scaled)
 SL0890
 SL0890                          SUPERSEDED SURVEY CONTROL
 SL0890
 SL0890  NGVD 29 (??/??/92)  390.01   (m)         1279.6    (f) COMPUTED    2 0
 SL0890
 SL0890.Superseded values are not recommended for survey control.
 SL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0890.See file dsdata.txt to determine how the superseded data were derived.
 SL0890
 SL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT949629(NAD 83)
 SL0890_MARKER: DB = BENCH MARK DISK
 SL0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0890_STAMPING: E-52 -- 1934
 SL0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0890+STABILITY: SURFACE MOTION
 SL0890
 SL0890  HISTORY     - Date     Condition        Report By
 SL0890  HISTORY     - 1934     MONUMENTED       CGS
 SL0890  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0890
 SL0890                          STATION DESCRIPTION
 SL0890
 SL0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0890'4.4 MI E FROM FINLEY.
 SL0890'IS LOCATED 4.4 MILES EAST OF THE STEELE COUNTY COURT HOUSE AT FINLEY.
 SL0890'0.5 OF MILE EAST OF SECTION ROAD.  0.5 OF MILE WEST OF A 90 DEGREE
 SL0890'LEFT HAND CURVE ON HIGHWAY.  160 YDS. WEST OF SOUTH CONCRETE HEADWALL
 SL0890'OF A CONCRETE CULVERT UNDER HIGHWAY.  32 FT. SOUTH OF CENTERLINE OF
 SL0890'HIGHWAY.  DIRECTLY OPPOSITE FARM ROAD THAT TURNS OFF NORTH INTO FIELD.
 SL0890'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 SL0890
 SL0890                          STATION RECOVERY (1963)
 SL0890
 SL0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0393 ***********************************************************************
 SM0393  DESIGNATION -  E 53
 SM0393  PID         -  SM0393
 SM0393  STATE/COUNTY-  ND/BARNES
 SM0393  USGS QUAD   -  DAZEY (1961)
 SM0393
 SM0393                         *CURRENT SURVEY CONTROL
 SM0393  ___________________________________________________________________
 SM0393* NAD 83(1986)-  47 10 06.     (N)    098 12 08.     (W)     SCALED    
 SM0393* NAVD 88     -       439.120  (meters)    1440.68   (feet)  ADJUSTED  
 SM0393  ___________________________________________________________________
 SM0393  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 SM0393  DYNAMIC HT  -         439.150 (meters)    1440.78  (feet)  COMP
 SM0393  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 SM0393
 SM0393  VERT ORDER  -  SECOND    CLASS 0
 SM0393
 SM0393.The horizontal coordinates were scaled from a topographic map and have
 SM0393.an estimated accuracy of +/- 6 seconds.
 SM0393
 SM0393.The orthometric height was determined by differential leveling
 SM0393.and adjusted by the National Geodetic Survey in June 1991..
 SM0393
 SM0393.The geoid height was determined by GEOID03.
 SM0393
 SM0393.The dynamic height is computed by dividing the NAVD 88
 SM0393.geopotential number by the normal gravity value computed on the
 SM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0393.degrees latitude (g = 980.6199 gals.).
 SM0393
 SM0393.The modeled gravity was interpolated from observed gravity values.
 SM0393
 SM0393;                    North         East    Units  Estimated Accuracy
 SM0393;SPC ND S     -   169,470.      774,180.      MT  (+/- 180 meters Scaled)
 SM0393
 SM0393                          SUPERSEDED SURVEY CONTROL
 SM0393
 SM0393  NGVD 29 (??/??/92)  438.764  (m)         1439.51   (f) ADJ UNCH    2 0
 SM0393
 SM0393.Superseded values are not recommended for survey control.
 SM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0393.See file dsdata.txt to determine how the superseded data were derived.
 SM0393
 SM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT604241(NAD 83)
 SM0393_MARKER: DB = BENCH MARK DISK
 SM0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0393_STAMPING: E 53 1934
 SM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0393+STABILITY: SURFACE MOTION
 SM0393
 SM0393  HISTORY     - Date     Condition        Report By
 SM0393  HISTORY     - 1934     MONUMENTED       CGS
 SM0393  HISTORY     - 1961     GOOD             NGS
 SM0393
 SM0393                          STATION DESCRIPTION
 SM0393
 SM0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0393'1.4 MI S FROM DAZEY.
 SM0393'1.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0393'DAZEY, BARNES COUNTY, AT A ROAD CROSSING, 48 FEET NORTH OF THE
 SM0393'CENTERLINE OF THE ROAD, 44 FEET WEST OF THE WEST RAIL, AND 2.5 FEET
 SM0393'EAST OF A HOG-WIRE FENCE.  A STANDARD DISK, STAMPED E 53 1934 AND SET
 SM0393'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0063 ***********************************************************************
 SM0063  DESIGNATION -  E 54
 SM0063  PID         -  SM0063
 SM0063  STATE/COUNTY-  ND/NELSON
 SM0063  USGS QUAD   -  KLOTEN (1967)
 SM0063
 SM0063                         *CURRENT SURVEY CONTROL
 SM0063  ___________________________________________________________________
 SM0063* NAD 83(1986)-  47 42 04.     (N)    098 01 08.     (W)     SCALED    
 SM0063* NAVD 88     -       456.507  (meters)    1497.72   (feet)  ADJUSTED  
 SM0063  ___________________________________________________________________
 SM0063  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0063  DYNAMIC HT  -         456.569 (meters)    1497.93  (feet)  COMP
 SM0063  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 SM0063
 SM0063  VERT ORDER  -  SECOND    CLASS 0
 SM0063
 SM0063.The horizontal coordinates were scaled from a topographic map and have
 SM0063.an estimated accuracy of +/- 6 seconds.
 SM0063
 SM0063.The orthometric height was determined by differential leveling
 SM0063.and adjusted by the National Geodetic Survey in June 1991..
 SM0063
 SM0063.The geoid height was determined by GEOID03.
 SM0063
 SM0063.The dynamic height is computed by dividing the NAVD 88
 SM0063.geopotential number by the normal gravity value computed on the
 SM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0063.degrees latitude (g = 980.6199 gals.).
 SM0063
 SM0063.The modeled gravity was interpolated from observed gravity values.
 SM0063
 SM0063;                    North         East    Units  Estimated Accuracy
 SM0063;SPC ND N     -    80,950.      786,180.      MT  (+/- 180 meters Scaled)
 SM0063
 SM0063                          SUPERSEDED SURVEY CONTROL
 SM0063
 SM0063  NGVD 29 (??/??/92)  456.137  (m)         1496.51   (f) ADJ UNCH    2 0
 SM0063
 SM0063.Superseded values are not recommended for survey control.
 SM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0063.See file dsdata.txt to determine how the superseded data were derived.
 SM0063
 SM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT736835(NAD 83)
 SM0063_MARKER: DB = BENCH MARK DISK
 SM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0063_STAMPING: E 54 1934
 SM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0063+STABILITY: SURFACE MOTION
 SM0063
 SM0063  HISTORY     - Date     Condition        Report By
 SM0063  HISTORY     - 1934     MONUMENTED       CGS
 SM0063  HISTORY     - 1963     GOOD             NGS
 SM0063
 SM0063                          STATION DESCRIPTION
 SM0063
 SM0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0063'2.2 MI NW FROM ANETA.
 SM0063'ABOUT 2.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0063'STATION AT ANETA, OR ABOUT 2.8 MILES SOUTHEAST ALONG THE GREAT
 SM0063'NORTHERN RAILWAY FROM THE STATION AT KLOTEN, IN SECTION 25, T 149 N, R
 SM0063'58 W, 130 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 4 POLES
 SM0063'NORTHWEST OF MILEPOST 69, 33 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 SM0063'47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTHWEST OF
 SM0063'A TELEPHONE POLE, 0.8 FOOT WEST OF A POLE, 0.8 FOOT WEST OF A METAL
 SM0063'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 SM0063'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0338 ***********************************************************************
 TE0338  DESIGNATION -  E 55
 TE0338  PID         -  TE0338
 TE0338  STATE/COUNTY-  ND/NELSON
 TE0338  USGS QUAD   -  BROCKET (1971)
 TE0338
 TE0338                         *CURRENT SURVEY CONTROL
 TE0338  ___________________________________________________________________
 TE0338* NAD 83(1986)-  48 08 14.     (N)    098 21 25.     (W)     SCALED    
 TE0338* NAVD 88     -       459.022  (meters)    1505.97   (feet)  ADJUSTED  
 TE0338  ___________________________________________________________________
 TE0338  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE0338  DYNAMIC HT  -         459.101 (meters)    1506.23  (feet)  COMP
 TE0338  MODELED GRAV-     980,767.7   (mgal)                       NAVD 88
 TE0338
 TE0338  VERT ORDER  -  SECOND    CLASS 0
 TE0338
 TE0338.The horizontal coordinates were scaled from a topographic map and have
 TE0338.an estimated accuracy of +/- 6 seconds.
 TE0338
 TE0338.The orthometric height was determined by differential leveling
 TE0338.and adjusted by the National Geodetic Survey in June 1991..
 TE0338
 TE0338.The geoid height was determined by GEOID03.
 TE0338
 TE0338.The dynamic height is computed by dividing the NAVD 88
 TE0338.geopotential number by the normal gravity value computed on the
 TE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0338.degrees latitude (g = 980.6199 gals.).
 TE0338
 TE0338.The modeled gravity was interpolated from observed gravity values.
 TE0338
 TE0338;                    North         East    Units  Estimated Accuracy
 TE0338;SPC ND N     -   128,660.      759,470.      MT  (+/- 180 meters Scaled)
 TE0338
 TE0338                          SUPERSEDED SURVEY CONTROL
 TE0338
 TE0338  NGVD 29 (??/??/92)  458.680  (m)         1504.85   (f) ADJ UNCH    2 0
 TE0338
 TE0338.Superseded values are not recommended for survey control.
 TE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0338.See file dsdata.txt to determine how the superseded data were derived.
 TE0338
 TE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478317(NAD 83)
 TE0338_MARKER: DB = BENCH MARK DISK
 TE0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0338_STAMPING: E 55 1934
 TE0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0338+STABILITY: SURFACE MOTION
 TE0338
 TE0338  HISTORY     - Date     Condition        Report By
 TE0338  HISTORY     - 1934     MONUMENTED       CGS
 TE0338  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0338
 TE0338                          STATION DESCRIPTION
 TE0338
 TE0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0338'6.8 MI N FROM LAKOTA.
 TE0338'6.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE JUNCTION AT
 TE0338'LAKOTA, NELSON COUNTY, 80 YARDS SOUTH OF THE STATION AT RECTOR, 81
 TE0338'YARDS NORTH OF A ROAD CROSSING, AND 40.8 FEET WEST OF THE WEST RAIL. A
 TE0338'STANDARD DISK, STAMPED E 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0338'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0941 ***********************************************************************
 TE0941  DESIGNATION -  E 56
 TE0941  PID         -  TE0941
 TE0941  STATE/COUNTY-  ND/CAVALIER
 TE0941  USGS QUAD   -  HAMPDEN (1970)
 TE0941
 TE0941                         *CURRENT SURVEY CONTROL
 TE0941  ___________________________________________________________________
 TE0941* NAD 83(1986)-  48 35 38.     (N)    098 43 37.     (W)     SCALED    
 TE0941* NAVD 88     -       481.875  (meters)    1580.95   (feet)  ADJUSTED  
 TE0941  ___________________________________________________________________
 TE0941  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 TE0941  DYNAMIC HT  -         481.974 (meters)    1581.28  (feet)  COMP
 TE0941  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 TE0941
 TE0941  VERT ORDER  -  SECOND    CLASS 0
 TE0941
 TE0941.The horizontal coordinates were scaled from a topographic map and have
 TE0941.an estimated accuracy of +/- 6 seconds.
 TE0941
 TE0941.The orthometric height was determined by differential leveling
 TE0941.and adjusted by the National Geodetic Survey in June 1991..
 TE0941
 TE0941.The geoid height was determined by GEOID03.
 TE0941
 TE0941.The dynamic height is computed by dividing the NAVD 88
 TE0941.geopotential number by the normal gravity value computed on the
 TE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0941.degrees latitude (g = 980.6199 gals.).
 TE0941
 TE0941.The modeled gravity was interpolated from observed gravity values.
 TE0941
 TE0941;                    North         East    Units  Estimated Accuracy
 TE0941;SPC ND N     -   178,720.      730,770.      MT  (+/- 180 meters Scaled)
 TE0941
 TE0941                          SUPERSEDED SURVEY CONTROL
 TE0941
 TE0941  NGVD 29 (??/??/92)  481.478  (m)         1579.65   (f) ADJ UNCH    2 0
 TE0941
 TE0941.Superseded values are not recommended for survey control.
 TE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0941.See file dsdata.txt to determine how the superseded data were derived.
 TE0941
 TE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU201823(NAD 83)
 TE0941_MARKER: DB = BENCH MARK DISK
 TE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0941_STAMPING: E 56 1934
 TE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0941+STABILITY: SURFACE MOTION
 TE0941
 TE0941  HISTORY     - Date     Condition        Report By
 TE0941  HISTORY     - 1934     MONUMENTED       CGS
 TE0941  HISTORY     - 1963     GOOD             NGS
 TE0941
 TE0941                          STATION DESCRIPTION
 TE0941
 TE0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0941'5.0 MI NW FROM HAMPDEN.
 TE0941'ABOUT 5.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0941'STATION AT HAMPDEN, OR 5.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 TE0941'RAILWAY FROM THE STATION AT MUNICH, ABOUT 0.2 MILE SOUTHEAST OF
 TE0941'MILEPOST 45, ABOUT 0.2 MILE NORTHWEST OF THE FLAG STATION AT WEAVER,
 TE0941'35.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 47 FEET NORTHEAST OF THE
 TE0941'CENTERLINE OF A NARROW DIRT ROAD THAT PARRALLELS THE TRACK ON THE
 TE0941'SOUTHWEST SIDE, 13 FEET EAST OF THE 7TH TELEGRAPH POLE SOUTHEAST OF
 TE0941'THE MILEPOST, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 TE0941'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0941'INCHES, IN S 13, R 63 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1147 ***********************************************************************
 TE1147  DESIGNATION -  E 57
 TE1147  PID         -  TE1147
 TE1147  STATE/COUNTY-  ND/TOWNER
 TE1147  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1147
 TE1147                         *CURRENT SURVEY CONTROL
 TE1147  ___________________________________________________________________
 TE1147* NAD 83(1986)-  48 59 59.     (N)    099 10 36.     (W)     SCALED    
 TE1147* NAVD 88     -       479.572  (meters)    1573.40   (feet)  ADJUSTED  
 TE1147  ___________________________________________________________________
 TE1147  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 TE1147  DYNAMIC HT  -         479.696 (meters)    1573.80  (feet)  COMP
 TE1147  MODELED GRAV-     980,853.9   (mgal)                       NAVD 88
 TE1147
 TE1147  VERT ORDER  -  SECOND    CLASS 0
 TE1147
 TE1147.The horizontal coordinates were scaled from a topographic map and have
 TE1147.an estimated accuracy of +/- 6 seconds.
 TE1147
 TE1147.The orthometric height was determined by differential leveling
 TE1147.and adjusted by the National Geodetic Survey in June 1991..
 TE1147
 TE1147.The geoid height was determined by GEOID03.
 TE1147
 TE1147.The dynamic height is computed by dividing the NAVD 88
 TE1147.geopotential number by the normal gravity value computed on the
 TE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1147.degrees latitude (g = 980.6199 gals.).
 TE1147
 TE1147.The modeled gravity was interpolated from observed gravity values.
 TE1147
 TE1147;                    North         East    Units  Estimated Accuracy
 TE1147;SPC ND N     -   223,180.      696,830.      MT  (+/- 180 meters Scaled)
 TE1147
 TE1147                          SUPERSEDED SURVEY CONTROL
 TE1147
 TE1147  NGVD 29 (??/??/92)  479.163  (m)         1572.05   (f) ADJ UNCH    2 0
 TE1147
 TE1147.Superseded values are not recommended for survey control.
 TE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1147.See file dsdata.txt to determine how the superseded data were derived.
 TE1147
 TE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV870274(NAD 83)
 TE1147_MARKER: DB = BENCH MARK DISK
 TE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1147_STAMPING: E 57 1934
 TE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1147+STABILITY: SURFACE MOTION
 TE1147
 TE1147  HISTORY     - Date     Condition        Report By
 TE1147  HISTORY     - 1934     MONUMENTED       CGS
 TE1147  HISTORY     - 1935     GOOD             NGS
 TE1147
 TE1147                          STATION DESCRIPTION
 TE1147
 TE1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1147'12 MI NW FROM SARLES.
 TE1147'IN TOWNER COUNTY, 8.5 MILES WEST AND 3.5 MILES NORTH ALONG COUNTY
 TE1147'ROADS FROM THE GREAT NORTHERN RAILWAY STATION AT SARLES, GAVALIER
 TE1147'COUNTY AT THE CANADIAN BOUNDARY LINE, AT THE NORTHEAST CORNER OF THE
 TE1147'SOUTHEAST QUARTER OF SECTION 27, T 164 N, R 66 W, 53 FEET NORTH OF A
 TE1147'U.S. CUSTOMS SIGN, AND 29 FEET WEST OF THE CENTERLINE OF THE
 TE1147'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED E 57 1934 AND SET IN
 TE1147'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0365 ***********************************************************************
 TD0365  DESIGNATION -  E 58
 TD0365  PID         -  TD0365
 TD0365  STATE/COUNTY-  ND/WALSH
 TD0365  USGS QUAD   -  GRAFTON (1960)
 TD0365
 TD0365                         *CURRENT SURVEY CONTROL
 TD0365  ___________________________________________________________________
 TD0365* NAD 83(1986)-  48 24 27.     (N)    097 24 21.     (W)     SCALED    
 TD0365* NAVD 88     -       252.688  (meters)     829.03   (feet)  ADJUSTED  
 TD0365  ___________________________________________________________________
 TD0365  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 TD0365  DYNAMIC HT  -         252.748 (meters)     829.22  (feet)  COMP
 TD0365  MODELED GRAV-     980,841.9   (mgal)                       NAVD 88
 TD0365
 TD0365  VERT ORDER  -  SECOND    CLASS 0
 TD0365
 TD0365.The horizontal coordinates were scaled from a topographic map and have
 TD0365.an estimated accuracy of +/- 6 seconds.
 TD0365
 TD0365.The orthometric height was determined by differential leveling
 TD0365.and adjusted by the National Geodetic Survey in June 1991..
 TD0365
 TD0365.The geoid height was determined by GEOID03.
 TD0365
 TD0365.The dynamic height is computed by dividing the NAVD 88
 TD0365.geopotential number by the normal gravity value computed on the
 TD0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0365.degrees latitude (g = 980.6199 gals.).
 TD0365
 TD0365.The modeled gravity was interpolated from observed gravity values.
 TD0365
 TD0365;                    North         East    Units  Estimated Accuracy
 TD0365;SPC ND N     -   161,090.      829,010.      MT  (+/- 180 meters Scaled)
 TD0365
 TD0365                          SUPERSEDED SURVEY CONTROL
 TD0365
 TD0365  NGVD 29 (??/??/92)  252.351  (m)          827.92   (f) ADJ UNCH    2 0
 TD0365
 TD0365.Superseded values are not recommended for survey control.
 TD0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0365.See file dsdata.txt to determine how the superseded data were derived.
 TD0365
 TD0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU179628(NAD 83)
 TD0365_MARKER: DB = BENCH MARK DISK
 TD0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0365_STAMPING: E-58 -- 1934
 TD0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0365+STABILITY: SURFACE MOTION
 TD0365
 TD0365  HISTORY     - Date     Condition        Report By
 TD0365  HISTORY     - 1934     MONUMENTED       CGS
 TD0365  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 TD0365
 TD0365                          STATION DESCRIPTION
 TD0365
 TD0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0365'0.7 MI S FROM GRAFTON.
 TD0365'0.7 OF MILE SOUTH OF THE G.N.R. STATION AT GRAFTON.  AT THE CROSSING
 TD0365'OF THE G.N.R. AND THE N.P.R. TRACKS.  50.1 FT. SOUTH OF SOUTH RAIL OF
 TD0365'N.P.R. TRACK.  42 FT. EAST OF CENTERLINE OF U.S. HY. 81.  37.8 FT.
 TD0365'WEST OF WEST RAIL OF G.N.R. TRACK.  4 FT. SOUTH OF TELEGRAPH POLE.
 TD0365'STANDARD TABLET SET IN TOP OF CONCRETE POST 10 IN. HIGH.
 TD0365
 TD0365                          STATION RECOVERY (1980)
 TD0365
 TD0365'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0299 ***********************************************************************
 TD0299  DESIGNATION -  E 59
 TD0299  PID         -  TD0299
 TD0299  STATE/COUNTY-  ND/PEMBINA
 TD0299  USGS QUAD   -  BATHGATE NE (1970)
 TD0299
 TD0299                         *CURRENT SURVEY CONTROL
 TD0299  ___________________________________________________________________
 TD0299* NAD 83(1986)-  48 56 55.     (N)    097 15 17.     (W)     SCALED    
 TD0299* NAVD 88     -       241.466  (meters)     792.21   (feet)  POSTED    
 TD0299  ___________________________________________________________________
 TD0299  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 TD0299  DYNAMIC HT  -         241.540 (meters)     792.45  (feet)  COMP
 TD0299  MODELED GRAV-     980,903.6   (mgal)                       NAVD 88
 TD0299
 TD0299  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TD0299
 TD0299.The horizontal coordinates were scaled from a topographic map and have
 TD0299.an estimated accuracy of +/- 6 seconds.
 TD0299
 TD0299.The orthometric height was determined by differential leveling
 TD0299.and adjusted by the National Geodetic Survey in 1992..
 TD0299.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TD0299.rate of 0.0 thru 1.0 mm/km.
 TD0299
 TD0299.The geoid height was determined by GEOID03.
 TD0299
 TD0299.The dynamic height is computed by dividing the NAVD 88
 TD0299.geopotential number by the normal gravity value computed on the
 TD0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0299.degrees latitude (g = 980.6199 gals.).
 TD0299
 TD0299.The modeled gravity was interpolated from observed gravity values.
 TD0299
 TD0299;                    North         East    Units  Estimated Accuracy
 TD0299;SPC ND N     -   221,670.      837,650.      MT  (+/- 180 meters Scaled)
 TD0299
 TD0299                          SUPERSEDED SURVEY CONTROL
 TD0299
 TD0299  NGVD 29 (??/??/92)  241.053  (m)          790.85   (f) ADJ UNCH    2 0
 TD0299
 TD0299.Superseded values are not recommended for survey control.
 TD0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0299.See file dsdata.txt to determine how the superseded data were derived.
 TD0299
 TD0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV277232(NAD 83)
 TD0299_MARKER: DB = BENCH MARK DISK
 TD0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0299_STAMPING: E-59 1934
 TD0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0299+STABILITY: SURFACE MOTION
 TD0299
 TD0299  HISTORY     - Date     Condition        Report By
 TD0299  HISTORY     - 1934     MONUMENTED       CGS
 TD0299  HISTORY     - 1972     MARK NOT FOUND   USGS
 TD0299
 TD0299                          STATION DESCRIPTION
 TD0299
 TD0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0299'1.6 MI S FROM PEMBINA.
 TD0299'1.6 MILES SOUTH OF THE N.P.R. STATION AT PEMBINA.  0.5 OF MILE WEST OF
 TD0299'FORT PEMBINA AVIATION BUILDINGS.  66 YDS. SOUTH OF MILE POST NO. 188.
 TD0299'46 FT. EAST OF EAST RAIL OF TRACK.  45 FT. SOUTH OF CENTERLINE OF
 TD0299'SECTION ROAD THAT CROSSES TRACK.  15 FT. SOUTH OF CORNER OF R/W FENCE.
 TD0299'STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN. HIGH.
 TD0299
 TD0299                          STATION RECOVERY (1972)
 TD0299
 TD0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TD0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0957 ***********************************************************************
 TG0957  DESIGNATION -  E 6
 TG0957  PID         -  TG0957
 TG0957  STATE/COUNTY-  ND/BURKE
 TG0957  USGS QUAD   -  PORTAL (1949)
 TG0957
 TG0957                         *CURRENT SURVEY CONTROL
 TG0957  ___________________________________________________________________
 TG0957* NAD 83(1986)-  48 58 10.     (N)    102 30 16.     (W)     SCALED    
 TG0957* NAVD 88     -       593.605  (meters)    1947.52   (feet)  ADJUSTED  
 TG0957  ___________________________________________________________________
 TG0957  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 TG0957  DYNAMIC HT  -         593.740 (meters)    1947.96  (feet)  COMP
 TG0957  MODELED GRAV-     980,817.9   (mgal)                       NAVD 88
 TG0957
 TG0957  VERT ORDER  -  FIRST     CLASS II
 TG0957
 TG0957.The horizontal coordinates were scaled from a topographic map and have
 TG0957.an estimated accuracy of +/- 6 seconds.
 TG0957
 TG0957.The orthometric height was determined by differential leveling
 TG0957.and adjusted by the National Geodetic Survey in June 1991..
 TG0957
 TG0957.The geoid height was determined by GEOID03.
 TG0957
 TG0957.The dynamic height is computed by dividing the NAVD 88
 TG0957.geopotential number by the normal gravity value computed on the
 TG0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0957.degrees latitude (g = 980.6199 gals.).
 TG0957
 TG0957.The modeled gravity was interpolated from observed gravity values.
 TG0957
 TG0957;                    North         East    Units  Estimated Accuracy
 TG0957;SPC ND N     -   220,890.      453,250.      MT  (+/- 180 meters Scaled)
 TG0957
 TG0957                          SUPERSEDED SURVEY CONTROL
 TG0957
 TG0957  NGVD 29 (??/??/92)  593.196  (m)         1946.18   (f) ADJ UNCH    1 2
 TG0957
 TG0957.Superseded values are not recommended for survey control.
 TG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0957.See file dsdata.txt to determine how the superseded data were derived.
 TG0957
 TG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ826270(NAD 83)
 TG0957_MARKER: DB = BENCH MARK DISK
 TG0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0957_STAMPING: E6 ELEV. 1946 121 FT.
 TG0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0957+STABILITY: SURFACE MOTION
 TG0957
 TG0957  HISTORY     - Date     Condition        Report By
 TG0957  HISTORY     - UNK      MONUMENTED       CGS
 TG0957  HISTORY     - 1963     GOOD             NGS
 TG0957
 TG0957                          STATION DESCRIPTION
 TG0957
 TG0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0957'2.7 MI SE FROM PORTAL.
 TG0957'2.7 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0957'PORTAL, IN SECTION 5, T 163 N, R 91 W, 20 1/2 POLES NORTHWEST OF MILE
 TG0957'POST 547, 10 1/2 POLES NORTHWEST OF A CROSSING OF THE RAILROAD AND A
 TG0957'ROAD, 94 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 202 FEET
 TG0957'SOUTH-SOUTHEAST OF A LINE OF TELEPHONE POLES, 1.0 FOOT SOUTHEAST OF A
 TG0957'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE RAILS, AND SET
 TG0957'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1253 ***********************************************************************
 SN1253  DESIGNATION -  E 6 B 1
 SN1253  PID         -  SN1253
 SN1253  STATE/COUNTY-  ND/MCLEAN
 SN1253  USGS QUAD   -  EMMET (1956)
 SN1253
 SN1253                         *CURRENT SURVEY CONTROL
 SN1253  ___________________________________________________________________
 SN1253* NAD 83(1986)-  47 41 09.     (N)    101 41 13.     (W)     SCALED    
 SN1253* NAVD 88     -       630.082  (meters)    2067.19   (feet)  ADJUSTED  
 SN1253  ___________________________________________________________________
 SN1253  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN1253  DYNAMIC HT  -         630.143 (meters)    2067.39  (feet)  COMP
 SN1253  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SN1253
 SN1253  VERT ORDER  -  SECOND    CLASS 0
 SN1253
 SN1253.The horizontal coordinates were scaled from a topographic map and have
 SN1253.an estimated accuracy of +/- 6 seconds.
 SN1253
 SN1253.The orthometric height was determined by differential leveling
 SN1253.and adjusted by the National Geodetic Survey in June 1991..
 SN1253
 SN1253.The geoid height was determined by GEOID03.
 SN1253
 SN1253.The dynamic height is computed by dividing the NAVD 88
 SN1253.geopotential number by the normal gravity value computed on the
 SN1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1253.degrees latitude (g = 980.6199 gals.).
 SN1253
 SN1253.The modeled gravity was interpolated from observed gravity values.
 SN1253
 SN1253;                    North         East    Units  Estimated Accuracy
 SN1253;SPC ND N     -    76,940.      510,900.      MT  (+/- 180 meters Scaled)
 SN1253
 SN1253                          SUPERSEDED SURVEY CONTROL
 SN1253
 SN1253  NGVD 29 (??/??/92)  629.66   (m)         2065.8    (f) COMPUTED    2 0
 SN1253
 SN1253.Superseded values are not recommended for survey control.
 SN1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1253.See file dsdata.txt to determine how the superseded data were derived.
 SN1253
 SN1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT983848(NAD 83)
 SN1253_MARKER: Z = SEE DESCRIPTION
 SN1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1253_SP_SET: CONCRETE PEDESTAL
 SN1253_STAMPING: B 1
 SN1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1253
 SN1253  HISTORY     - Date     Condition        Report By
 SN1253  HISTORY     - UNK      MONUMENTED       DOD
 SN1253  HISTORY     - 1963     GOOD             NGS
 SN1253
 SN1253                          STATION DESCRIPTION
 SN1253
 SN1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1253'4.1 MI NW FROM EMMET.
 SN1253'ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1253'AT EMMET, THENCE 0.3 MILE WEST ALONG THE NORTH SIDE OF AN EAST-WEST
 SN1253'FENCE, ON THE SOUTHEAST SLOPE OF A SMALL HILL IN A PASTURE OWNED BY
 SN1253'MR. CARL HANSON, 65 FEET SOUTH OF THE EAST-WEST FENCE, A 1 1/2 X 4
 SN1253'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 33, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1257 ***********************************************************************
 SN1257  DESIGNATION -  E 6 B 2
 SN1257  PID         -  SN1257
 SN1257  STATE/COUNTY-  ND/MCLEAN
 SN1257  USGS QUAD   -  EMMET (1956)
 SN1257
 SN1257                         *CURRENT SURVEY CONTROL
 SN1257  ___________________________________________________________________
 SN1257* NAD 83(1986)-  47 41 09.     (N)    101 40 42.     (W)     SCALED    
 SN1257* NAVD 88     -       639.854  (meters)    2099.25   (feet)  ADJUSTED  
 SN1257  ___________________________________________________________________
 SN1257  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 SN1257  DYNAMIC HT  -         639.916 (meters)    2099.46  (feet)  COMP
 SN1257  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SN1257
 SN1257  VERT ORDER  -  SECOND    CLASS 0
 SN1257
 SN1257.The horizontal coordinates were scaled from a topographic map and have
 SN1257.an estimated accuracy of +/- 6 seconds.
 SN1257
 SN1257.The orthometric height was determined by differential leveling
 SN1257.and adjusted by the National Geodetic Survey in June 1991..
 SN1257
 SN1257.The geoid height was determined by GEOID03.
 SN1257
 SN1257.The dynamic height is computed by dividing the NAVD 88
 SN1257.geopotential number by the normal gravity value computed on the
 SN1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1257.degrees latitude (g = 980.6199 gals.).
 SN1257
 SN1257.The modeled gravity was interpolated from observed gravity values.
 SN1257
 SN1257;                    North         East    Units  Estimated Accuracy
 SN1257;SPC ND N     -    76,930.      511,540.      MT  (+/- 180 meters Scaled)
 SN1257
 SN1257                          SUPERSEDED SURVEY CONTROL
 SN1257
 SN1257  NGVD 29 (??/??/92)  639.43   (m)         2097.9    (f) COMPUTED    2 0
 SN1257
 SN1257.Superseded values are not recommended for survey control.
 SN1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1257.See file dsdata.txt to determine how the superseded data were derived.
 SN1257
 SN1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT990848(NAD 83)
 SN1257_MARKER: Z = SEE DESCRIPTION
 SN1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1257_SP_SET: CONCRETE PEDESTAL
 SN1257_STAMPING: B 2
 SN1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1257
 SN1257  HISTORY     - Date     Condition        Report By
 SN1257  HISTORY     - UNK      MONUMENTED       DOD
 SN1257  HISTORY     - 1963     GOOD             NGS
 SN1257
 SN1257                          STATION DESCRIPTION
 SN1257
 SN1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1257'3.8 MI NW FROM EMMET.
 SN1257'ABOUT 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1257'AT EMMET, ON THE CREST OF A SMALL HILL, ABOUT 0.2 MILE NORTHEAST
 SN1257'ACROSS THE HIGHWAY FROM THE LAUNCHER, 250 FEET EAST OF THE CENTERLINE
 SN1257'OF THE HIGHWAY, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, A 1 1/2 X
 SN1257'4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 34, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1255 ***********************************************************************
 SN1255  DESIGNATION -  E 6 Z
 SN1255  PID         -  SN1255
 SN1255  STATE/COUNTY-  ND/MCLEAN
 SN1255  USGS QUAD   -  EMMET (1956)
 SN1255
 SN1255                         *CURRENT SURVEY CONTROL
 SN1255  ___________________________________________________________________
 SN1255* NAD 83(1986)-  47 40 54.     (N)    101 41 19.     (W)     SCALED    
 SN1255* NAVD 88     -       638.441  (meters)    2094.62   (feet)  ADJUSTED  
 SN1255  ___________________________________________________________________
 SN1255  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN1255  DYNAMIC HT  -         638.502 (meters)    2094.82  (feet)  COMP
 SN1255  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 SN1255
 SN1255  VERT ORDER  -  SECOND    CLASS 0
 SN1255
 SN1255.The horizontal coordinates were scaled from a topographic map and have
 SN1255.an estimated accuracy of +/- 6 seconds.
 SN1255
 SN1255.The orthometric height was determined by differential leveling
 SN1255.and adjusted by the National Geodetic Survey in June 1991..
 SN1255
 SN1255.The geoid height was determined by GEOID03.
 SN1255
 SN1255.The dynamic height is computed by dividing the NAVD 88
 SN1255.geopotential number by the normal gravity value computed on the
 SN1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1255.degrees latitude (g = 980.6199 gals.).
 SN1255
 SN1255.The modeled gravity was interpolated from observed gravity values.
 SN1255
 SN1255;                    North         East    Units  Estimated Accuracy
 SN1255;SPC ND N     -    76,480.      510,760.      MT  (+/- 180 meters Scaled)
 SN1255
 SN1255                          SUPERSEDED SURVEY CONTROL
 SN1255
 SN1255  NGVD 29 (??/??/92)  638.02   (m)         2093.2    (f) COMPUTED    2 0
 SN1255
 SN1255.Superseded values are not recommended for survey control.
 SN1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1255.See file dsdata.txt to determine how the superseded data were derived.
 SN1255
 SN1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT982844(NAD 83)
 SN1255_MARKER: DS = TRIANGULATION STATION DISK
 SN1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1255_STAMPING: E 6 Z 1962
 SN1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1255+STABILITY: SURFACE MOTION
 SN1255
 SN1255  HISTORY     - Date     Condition        Report By
 SN1255  HISTORY     - 1962     MONUMENTED       CGS
 SN1255  HISTORY     - 1963     GOOD             NGS
 SN1255
 SN1255                          STATION DESCRIPTION
 SN1255
 SN1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1255'3.85 MI NW FROM EMMET.
 SN1255'ABOUT 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1255'AT EMMET, THENCE 0.4 MILE WEST ALONG A PRIVATE DRIVEWAY, AT THE CREST
 SN1255'OF A HILL EAST OF A BARN ON THE CARL HANSON FARM, 114.0 FEET NORTHEAST
 SN1255'OF R.M. 2, 291.0 FEET NORTHWEST OF R.M. 1, 63.0 FEET NORTHEAST OF THE
 SN1255'SOUTHEAST CORNER OF THE BARN, 50.0 FEET NORTH OF A FENCE CORNER, 2.5
 SN1255'FEET EAST OF A WITNESS POST AND A NORTH-SOUTH FENCE, AND SET IN THE
 SN1255'TOP OF A CONCRETE POST ABOUT 0.5 FOOT BELOW THE GROUND, S 33, R 86 W,
 SN1255'T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1256 ***********************************************************************
 SN1256  DESIGNATION -  E 6 Z RM 1
 SN1256  PID         -  SN1256
 SN1256  STATE/COUNTY-  ND/MCLEAN
 SN1256  USGS QUAD   -  EMMET (1956)
 SN1256
 SN1256                         *CURRENT SURVEY CONTROL
 SN1256  ___________________________________________________________________
 SN1256* NAD 83(1986)-  47 40 52.     (N)    101 41 19.     (W)     SCALED    
 SN1256* NAVD 88     -       635.282  (meters)    2084.25   (feet)  ADJUSTED  
 SN1256  ___________________________________________________________________
 SN1256  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN1256  DYNAMIC HT  -         635.344 (meters)    2084.46  (feet)  COMP
 SN1256  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 SN1256
 SN1256  VERT ORDER  -  SECOND    CLASS 0
 SN1256
 SN1256.The horizontal coordinates were scaled from a topographic map and have
 SN1256.an estimated accuracy of +/- 6 seconds.
 SN1256
 SN1256.The orthometric height was determined by differential leveling
 SN1256.and adjusted by the National Geodetic Survey in June 1991..
 SN1256
 SN1256.The geoid height was determined by GEOID03.
 SN1256
 SN1256.The dynamic height is computed by dividing the NAVD 88
 SN1256.geopotential number by the normal gravity value computed on the
 SN1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1256.degrees latitude (g = 980.6199 gals.).
 SN1256
 SN1256.The modeled gravity was interpolated from observed gravity values.
 SN1256
 SN1256;                    North         East    Units  Estimated Accuracy
 SN1256;SPC ND N     -    76,420.      510,760.      MT  (+/- 180 meters Scaled)
 SN1256
 SN1256                          SUPERSEDED SURVEY CONTROL
 SN1256
 SN1256  NGVD 29 (??/??/92)  634.86   (m)         2082.9    (f) COMPUTED    2 0
 SN1256
 SN1256.Superseded values are not recommended for survey control.
 SN1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1256.See file dsdata.txt to determine how the superseded data were derived.
 SN1256
 SN1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT982843(NAD 83)
 SN1256_MARKER: DR = REFERENCE MARK DISK
 SN1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1256_STAMPING: E 6 Z NO 1 1962
 SN1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1256+STABILITY: SURFACE MOTION
 SN1256
 SN1256  HISTORY     - Date     Condition        Report By
 SN1256  HISTORY     - 1962     MONUMENTED       CGS
 SN1256  HISTORY     - 1963     GOOD             NGS
 SN1256
 SN1256                          STATION DESCRIPTION
 SN1256
 SN1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1256'3.85 MI NW FROM EMMET.
 SN1256'ABOUT 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1256'AT EMMET, THENCE 0.4 MILE WEST ALONG A PRIVATE DRIVEWAY, ON A FARM
 SN1256'WHICH BELONGS TO MR. CARL HANSON, 291.0 FEET SOUTHEAST OF THE STATION
 SN1256'MARK, 12.0 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 1.0 FOOT
 SN1256'NORTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SN1256'LEVEL WITH THE GROUND, S 33, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1254 ***********************************************************************
 SN1254  DESIGNATION -  E 6 Z RM 2
 SN1254  PID         -  SN1254
 SN1254  STATE/COUNTY-  ND/MCLEAN
 SN1254  USGS QUAD   -  EMMET (1956)
 SN1254
 SN1254                         *CURRENT SURVEY CONTROL
 SN1254  ___________________________________________________________________
 SN1254* NAD 83(1986)-  47 40 53.     (N)    101 41 20.     (W)     SCALED    
 SN1254* NAVD 88     -       639.495  (meters)    2098.08   (feet)  ADJUSTED  
 SN1254  ___________________________________________________________________
 SN1254  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN1254  DYNAMIC HT  -         639.557 (meters)    2098.28  (feet)  COMP
 SN1254  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 SN1254
 SN1254  VERT ORDER  -  SECOND    CLASS 0
 SN1254
 SN1254.The horizontal coordinates were scaled from a topographic map and have
 SN1254.an estimated accuracy of +/- 6 seconds.
 SN1254
 SN1254.The orthometric height was determined by differential leveling
 SN1254.and adjusted by the National Geodetic Survey in June 1991..
 SN1254
 SN1254.The geoid height was determined by GEOID03.
 SN1254
 SN1254.The dynamic height is computed by dividing the NAVD 88
 SN1254.geopotential number by the normal gravity value computed on the
 SN1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1254.degrees latitude (g = 980.6199 gals.).
 SN1254
 SN1254.The modeled gravity was interpolated from observed gravity values.
 SN1254
 SN1254;                    North         East    Units  Estimated Accuracy
 SN1254;SPC ND N     -    76,450.      510,740.      MT  (+/- 180 meters Scaled)
 SN1254
 SN1254                          SUPERSEDED SURVEY CONTROL
 SN1254
 SN1254  NGVD 29 (??/??/92)  639.07   (m)         2096.7    (f) COMPUTED    2 0
 SN1254
 SN1254.Superseded values are not recommended for survey control.
 SN1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1254.See file dsdata.txt to determine how the superseded data were derived.
 SN1254
 SN1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT981843(NAD 83)
 SN1254_MARKER: DR = REFERENCE MARK DISK
 SN1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1254_STAMPING: E 6 Z NO 2 1962
 SN1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1254+STABILITY: SURFACE MOTION
 SN1254
 SN1254  HISTORY     - Date     Condition        Report By
 SN1254  HISTORY     - 1962     MONUMENTED       CGS
 SN1254  HISTORY     - 1963     GOOD             NGS
 SN1254
 SN1254                          STATION DESCRIPTION
 SN1254
 SN1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1254'3.85 MI NW FROM EMMET.
 SN1254'ABOUT 3.45 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1254'AT EMMET, THENCE 0.4 MILE WEST ALONG A PRIVATE DRIVEWAY, ON A FARM
 SN1254'WHICH BELONGS TO MR. CARL HANSON, 114.0 FEET SOUTHWEST OF THE STATION
 SN1254'MARK, 38.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A BARN, 20.0 FEET
 SN1254'NORTH OF THE NORTHEAST LEG OF A WINDMILL, 1.0 FOOT EAST OF A
 SN1254'NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1254'0.1 FOOT, S 33, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA5891 ***********************************************************************
 AA5891  DESIGNATION -  E 60 RESET
 AA5891  PID         -  AA5891
 AA5891  STATE/COUNTY-  ND/CAVALIER
 AA5891  USGS QUAD   -  MILTON (1972)
 AA5891
 AA5891                         *CURRENT SURVEY CONTROL
 AA5891  ___________________________________________________________________
 AA5891* NAD 83(1986)-  48 37 50.     (N)    098 03 24.     (W)     SCALED    
 AA5891* NAVD 88     -       483.67   (+/-2cm)    1586.8    (feet)  VERTCON   
 AA5891  ___________________________________________________________________
 AA5891  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 AA5891
 AA5891  VERT ORDER  -  THIRD (See Below)
 AA5891
 AA5891.The horizontal coordinates were scaled from a topographic map and have
 AA5891.an estimated accuracy of +/- 6 seconds.
 AA5891
 AA5891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5891.The vertical order pertains to the NGVD 29 superseded value.
 AA5891
 AA5891.The geoid height was determined by GEOID03.
 AA5891
 AA5891;                    North         East    Units  Estimated Accuracy
 AA5891;SPC ND N     -   184,150.      780,070.      MT  (+/- 180 meters Scaled)
 AA5891
 AA5891                          SUPERSEDED SURVEY CONTROL
 AA5891
 AA5891  NGVD 29 (11/04/04)  483.29   (m)         1585.6    (f) RESET       3  
 AA5891
 AA5891.Superseded values are not recommended for survey control.
 AA5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5891.See file dsdata.txt to determine how the superseded data were derived.
 AA5891
 AA5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU695868(NAD 83)
 AA5891_MARKER: DB = BENCH MARK DISK
 AA5891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5891_STAMPING: E 60 RESET 1963
 AA5891_MARK LOGO: CGS   
 AA5891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5891+STABILITY: SURFACE MOTION
 AA5891
 AA5891  HISTORY     - Date     Condition        Report By
 AA5891  HISTORY     - 1963     MONUMENTED       CGS
 AA5891  HISTORY     - 19640809 GOOD             CGS
 AA5891
 AA5891                          STATION DESCRIPTION
 AA5891
 AA5891'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AA5891'0.7 MILE (1.1 KM) NORTHWEST OF THE POST OFFICE IN MILTON, ABOUT 75
 AA5891'FEET (22.9 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 66, ABOUT 75
 AA5891'FEET (22.9 M) EAST OF THE CENTERLINE OF A SECTION-LINE ROAD, 37 FEET
 AA5891'(11.3 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE GREAT NORTHERN
 AA5891'RAILWAY, 4 FEET (1.2 M) NORTH OF A TELEPHONE POLE, AND 1.5 FEET (0.5
 AA5891'M) WEST OF A METAL WITNESS POST.  THE MARK IS IN LINE WITH POLES ALONG
 AA5891'SOUTHWEST SIDE OF RAILROAD AND IN LINE WITH TELEPHONE POLES TO THE
 AA5891'NORTH.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AA5891'ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0913 ***********************************************************************
 TE0913  DESIGNATION -  E 61
 TE0913  PID         -  TE0913
 TE0913  STATE/COUNTY-  ND/CAVALIER
 TE0913  USGS QUAD   -  CALIO (1971)
 TE0913
 TE0913                         *CURRENT SURVEY CONTROL
 TE0913  ___________________________________________________________________
 TE0913* NAD 83(1986)-  48 37 50.     (N)    098 55 54.     (W)     SCALED    
 TE0913* NAVD 88     -       476.535  (meters)    1563.43   (feet)  ADJUSTED  
 TE0913  ___________________________________________________________________
 TE0913  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 TE0913  DYNAMIC HT  -         476.636 (meters)    1563.76  (feet)  COMP
 TE0913  MODELED GRAV-     980,808.6   (mgal)                       NAVD 88
 TE0913
 TE0913  VERT ORDER  -  SECOND    CLASS 0
 TE0913
 TE0913.The horizontal coordinates were scaled from a topographic map and have
 TE0913.an estimated accuracy of +/- 6 seconds.
 TE0913
 TE0913.The orthometric height was determined by differential leveling
 TE0913.and adjusted by the National Geodetic Survey in June 1991..
 TE0913
 TE0913.The geoid height was determined by GEOID03.
 TE0913
 TE0913.The dynamic height is computed by dividing the NAVD 88
 TE0913.geopotential number by the normal gravity value computed on the
 TE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0913.degrees latitude (g = 980.6199 gals.).
 TE0913
 TE0913.The modeled gravity was interpolated from observed gravity values.
 TE0913
 TE0913;                    North         East    Units  Estimated Accuracy
 TE0913;SPC ND N     -   182,470.      715,590.      MT  (+/- 180 meters Scaled)
 TE0913
 TE0913                          SUPERSEDED SURVEY CONTROL
 TE0913
 TE0913  NGVD 29 (??/??/92)  476.158  (m)         1562.19   (f) ADJ UNCH    2 0
 TE0913
 TE0913.Superseded values are not recommended for survey control.
 TE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0913.See file dsdata.txt to determine how the superseded data were derived.
 TE0913
 TE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU050863(NAD 83)
 TE0913_MARKER: DB = BENCH MARK DISK
 TE0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0913_STAMPING: E 61 1934
 TE0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0913+STABILITY: SURFACE MOTION
 TE0913
 TE0913  HISTORY     - Date     Condition        Report By
 TE0913  HISTORY     - 1934     MONUMENTED       CGS
 TE0913  HISTORY     - 1971     MARK NOT FOUND   USGS
 TE0913
 TE0913                          STATION DESCRIPTION
 TE0913
 TE0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0913'IN CALIO.
 TE0913'AT CALIO, CAVALIER COUNTY, 136 YARDS EAST OF THE SOO LINE RAILROAD
 TE0913'STATION, 206 YARDS WEST OF A COUNTY-ROAD CROSSING, 191 YARDS WEST OF
 TE0913'THE EAST PASSING TRACK SWITCH, 51 FEET SOUTH OF THE CENTERLINE OF
 TE0913'STATE HIGHWAY 29, AND 35.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 TE0913'TRACK.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP OF A
 TE0913'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- ROAD
 TE0913'CONSTRUCTION IN THE AREA.
 TE0913
 TE0913                          STATION RECOVERY (1971)
 TE0913
 TE0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TE0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1472 ***********************************************************************
 TE1472  DESIGNATION -  E 62
 TE1472  PID         -  TE1472
 TE1472  STATE/COUNTY-  ND/ROLETTE
 TE1472  USGS QUAD   -  ROLETTE (1971)
 TE1472
 TE1472                         *CURRENT SURVEY CONTROL
 TE1472  ___________________________________________________________________
 TE1472* NAD 83(1986)-  48 39 36.     (N)    099 50 42.     (W)     SCALED    
 TE1472* NAVD 88     -       495.197  (meters)    1624.66   (feet)  ADJUSTED  
 TE1472  ___________________________________________________________________
 TE1472  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 TE1472  DYNAMIC HT  -         495.313 (meters)    1625.04  (feet)  COMP
 TE1472  MODELED GRAV-     980,828.0   (mgal)                       NAVD 88
 TE1472
 TE1472  VERT ORDER  -  SECOND    CLASS 0
 TE1472
 TE1472.The horizontal coordinates were scaled from a topographic map and have
 TE1472.an estimated accuracy of +/- 6 seconds.
 TE1472
 TE1472.The orthometric height was determined by differential leveling
 TE1472.and adjusted by the National Geodetic Survey in June 1991..
 TE1472
 TE1472.The geoid height was determined by GEOID03.
 TE1472
 TE1472.The dynamic height is computed by dividing the NAVD 88
 TE1472.geopotential number by the normal gravity value computed on the
 TE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1472.degrees latitude (g = 980.6199 gals.).
 TE1472
 TE1472.The modeled gravity was interpolated from observed gravity values.
 TE1472
 TE1472;                    North         East    Units  Estimated Accuracy
 TE1472;SPC ND N     -   184,770.      648,250.      MT  (+/- 180 meters Scaled)
 TE1472
 TE1472                          SUPERSEDED SURVEY CONTROL
 TE1472
 TE1472  NGVD 29 (??/??/92)  494.824  (m)         1623.44   (f) ADJ UNCH    2 0
 TE1472
 TE1472.Superseded values are not recommended for survey control.
 TE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1472.See file dsdata.txt to determine how the superseded data were derived.
 TE1472
 TE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU377900(NAD 83)
 TE1472_MARKER: DB = BENCH MARK DISK
 TE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1472_STAMPING: E-62--1934
 TE1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1472+STABILITY: SURFACE MOTION
 TE1472
 TE1472  HISTORY     - Date     Condition        Report By
 TE1472  HISTORY     - 1934     MONUMENTED       CGS
 TE1472  HISTORY     - 1968     GOOD             USGS
 TE1472
 TE1472                          STATION DESCRIPTION
 TE1472
 TE1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1472'IN ROLETTE.
 TE1472'AT ROLETTE, ROLETTE COUNTY, ABOUT 114 FEET SOUTH OF THE SOUTH SIDE OF
 TE1472'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 101
 TE1472'1/2 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE GREAT NORTHERN
 TE1472'RAILWAY, 46.6 FEET WEST OF THE WEST RAIL OF THE G.N.RY. TRACK, 8.9
 TE1472'FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET EAST OF THE
 TE1472'FENCE.  A STANDARD DISK, STAMPED E 62 1934 AND SET IN THE TOP OF A
 TE1472'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- A STEEL
 TE1472'POST WITH WITNESS MARKER WAS ERECTED.
 TE1472
 TE1472                          STATION RECOVERY (1968)
 TE1472
 TE1472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0478 ***********************************************************************
 TF0478  DESIGNATION -  E 63
 TF0478  PID         -  TF0478
 TF0478  STATE/COUNTY-  ND/BOTTINEAU
 TF0478  USGS QUAD   -  NEWBURG (1950)
 TF0478
 TF0478                         *CURRENT SURVEY CONTROL
 TF0478  ___________________________________________________________________
 TF0478* NAD 83(1986)-  48 40 22.     (N)    100 54 26.     (W)     SCALED    
 TF0478* NAVD 88     -       445.941  (meters)    1463.06   (feet)  ADJUSTED  
 TF0478  ___________________________________________________________________
 TF0478  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0478  DYNAMIC HT  -         446.036 (meters)    1463.37  (feet)  COMP
 TF0478  MODELED GRAV-     980,810.0   (mgal)                       NAVD 88
 TF0478
 TF0478  VERT ORDER  -  SECOND    CLASS 0
 TF0478
 TF0478.The horizontal coordinates were scaled from a topographic map and have
 TF0478.an estimated accuracy of +/- 6 seconds.
 TF0478
 TF0478.The orthometric height was determined by differential leveling
 TF0478.and adjusted by the National Geodetic Survey in June 1991..
 TF0478
 TF0478.The geoid height was determined by GEOID03.
 TF0478
 TF0478.The dynamic height is computed by dividing the NAVD 88
 TF0478.geopotential number by the normal gravity value computed on the
 TF0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0478.degrees latitude (g = 980.6199 gals.).
 TF0478
 TF0478.The modeled gravity was interpolated from observed gravity values.
 TF0478
 TF0478;                    North         East    Units  Estimated Accuracy
 TF0478;SPC ND N     -   186,070.      570,010.      MT  (+/- 180 meters Scaled)
 TF0478
 TF0478                          SUPERSEDED SURVEY CONTROL
 TF0478
 TF0478  NGVD 29 (??/??/92)  445.556  (m)         1461.80   (f) ADJ UNCH    2 0
 TF0478
 TF0478.Superseded values are not recommended for survey control.
 TF0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0478.See file dsdata.txt to determine how the superseded data were derived.
 TF0478
 TF0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU595928(NAD 83)
 TF0478_MARKER: DB = BENCH MARK DISK
 TF0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0478_STAMPING: E 63 1934
 TF0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0478+STABILITY: SURFACE MOTION
 TF0478
 TF0478  HISTORY     - Date     Condition        Report By
 TF0478  HISTORY     - 1934     MONUMENTED       CGS
 TF0478  HISTORY     - 1935     GOOD             NGS
 TF0478
 TF0478                          STATION DESCRIPTION
 TF0478
 TF0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0478'IN RUSSELL.
 TF0478'AT RUSSELL, BOTTINEAU COUNTY, 0.2 MILE WEST OF THE SOO LINE RAILROAD
 TF0478'STATION, 100 YARDS WEST OF MILEPOST 545, AT A COUNTY-ROAD CROSSING, 74
 TF0478'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 39.8 FEET SOUTH OF THE
 TF0478'SOUTH RAIL.  A STANDARD DISK, STAMPED E 63 1934 AND SET IN THE TOP OF
 TF0478'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1380 ***********************************************************************
 TF1380  DESIGNATION -  E 64
 TF1380  PID         -  TF1380
 TF1380  STATE/COUNTY-  ND/RENVILLE
 TF1380  USGS QUAD   -  TOLLEY (1980)
 TF1380
 TF1380                         *CURRENT SURVEY CONTROL
 TF1380  ___________________________________________________________________
 TF1380* NAD 83(1986)-  48 43 38.     (N)    101 52 05.     (W)     SCALED    
 TF1380* NAVD 88     -       560.673  (meters)    1839.47   (feet)  ADJUSTED  
 TF1380  ___________________________________________________________________
 TF1380  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF1380  DYNAMIC HT  -         560.787 (meters)    1839.85  (feet)  COMP
 TF1380  MODELED GRAV-     980,795.4   (mgal)                       NAVD 88
 TF1380
 TF1380  VERT ORDER  -  SECOND    CLASS 0
 TF1380
 TF1380.The horizontal coordinates were scaled from a topographic map and have
 TF1380.an estimated accuracy of +/- 6 seconds.
 TF1380
 TF1380.The orthometric height was determined by differential leveling
 TF1380.and adjusted by the National Geodetic Survey in June 1991..
 TF1380
 TF1380.The geoid height was determined by GEOID03.
 TF1380
 TF1380.The dynamic height is computed by dividing the NAVD 88
 TF1380.geopotential number by the normal gravity value computed on the
 TF1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1380.degrees latitude (g = 980.6199 gals.).
 TF1380
 TF1380.The modeled gravity was interpolated from observed gravity values.
 TF1380
 TF1380;                    North         East    Units  Estimated Accuracy
 TF1380;SPC ND N     -   192,940.      499,360.      MT  (+/- 180 meters Scaled)
 TF1380
 TF1380                          SUPERSEDED SURVEY CONTROL
 TF1380
 TF1380  NGVD 29 (??/??/92)  560.282  (m)         1838.19   (f) ADJ UNCH    2 0
 TF1380
 TF1380.Superseded values are not recommended for survey control.
 TF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1380.See file dsdata.txt to determine how the superseded data were derived.
 TF1380
 TF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV890011(NAD 83)
 TF1380_MARKER: DB = BENCH MARK DISK
 TF1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1380_STAMPING: E 64 1934
 TF1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1380+STABILITY: SURFACE MOTION
 TF1380
 TF1380  HISTORY     - Date     Condition        Report By
 TF1380  HISTORY     - 1934     MONUMENTED       CGS
 TF1380  HISTORY     - 1963     GOOD             NGS
 TF1380
 TF1380                          STATION DESCRIPTION
 TF1380
 TF1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1380'1.8 MI W FROM TOLLEY.
 TF1380'ABOUT 1.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1380'TOLLEY, IN SECTION 32, T 161 N, R 86 W, AT A ROAD CROSSING, 6 1/2
 TF1380'POLES EAST OF MILE POST 593, 42 FEET NORTH OF THE NORTH RAIL, 50 FEET
 TF1380'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 0.9 FEET
 TF1380'WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 TF1380'TRACK AND SET IN THE TOP OF A CONCRETE POST 6-INCHES BELOW THE
 TF1380'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1210 ***********************************************************************
 TE1210  DESIGNATION -  E 66
 TE1210  PID         -  TE1210
 TE1210  STATE/COUNTY-  ND/TOWNER
 TE1210  USGS QUAD   -  CANDO (1994)
 TE1210
 TE1210                         *CURRENT SURVEY CONTROL
 TE1210  ___________________________________________________________________
 TE1210* NAD 83(1986)-  48 29 11.     (N)    099 12 00.     (W)     SCALED    
 TE1210* NAVD 88     -       451.816  (meters)    1482.33   (feet)  ADJUSTED  
 TE1210  ___________________________________________________________________
 TE1210  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 TE1210  DYNAMIC HT  -         451.908 (meters)    1482.63  (feet)  COMP
 TE1210  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TE1210
 TE1210  VERT ORDER  -  SECOND    CLASS 0
 TE1210
 TE1210.The horizontal coordinates were scaled from a topographic map and have
 TE1210.an estimated accuracy of +/- 6 seconds.
 TE1210
 TE1210.The orthometric height was determined by differential leveling
 TE1210.and adjusted by the National Geodetic Survey in June 1991..
 TE1210
 TE1210.The geoid height was determined by GEOID03.
 TE1210
 TE1210.The dynamic height is computed by dividing the NAVD 88
 TE1210.geopotential number by the normal gravity value computed on the
 TE1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1210.degrees latitude (g = 980.6199 gals.).
 TE1210
 TE1210.The modeled gravity was interpolated from observed gravity values.
 TE1210
 TE1210;                    North         East    Units  Estimated Accuracy
 TE1210;SPC ND N     -   166,070.      696,090.      MT  (+/- 180 meters Scaled)
 TE1210
 TE1210                          SUPERSEDED SURVEY CONTROL
 TE1210
 TE1210  NGVD 29 (??/??/92)  451.466  (m)         1481.18   (f) ADJ UNCH    2 0
 TE1210
 TE1210.Superseded values are not recommended for survey control.
 TE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1210.See file dsdata.txt to determine how the superseded data were derived.
 TE1210
 TE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852703(NAD 83)
 TE1210_MARKER: DB = BENCH MARK DISK
 TE1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1210_STAMPING: E-66 -- 1934
 TE1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1210+STABILITY: SURFACE MOTION
 TE1210
 TE1210  HISTORY     - Date     Condition        Report By
 TE1210  HISTORY     - 1934     MONUMENTED       CGS
 TE1210
 TE1210                          STATION DESCRIPTION
 TE1210
 TE1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1210'IN CANDO.
 TE1210'390 YDS. SOUTH OF THE SOUTHEAST CORNER OF THE GREAT NORTHERN RWY.
 TE1210'STATION.  133 FT. SOUTH OF CENTERLINE OF STREET THAT CROSSES TRACK.
 TE1210'91.5 FT. NORTHEAST OF THE SOUTH END OF THE EAST SIDE TRACK.  46.8 FT.
 TE1210'EAST OF EAST RAIL OF MAINLINE TRACK.  25 FT. EAST OF EAST RAIL OF EAST
 TE1210'SIDE TRACK.  1.4 FT. WEST OF THE R/W FENCE.  STANDARD TABLET SET IN
 TE1210'TOP OF CONCRETE POST 5 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1459 ***********************************************************************
 TE1459  DESIGNATION -  E 67
 TE1459  PID         -  TE1459
 TE1459  STATE/COUNTY-  ND/ROLETTE
 TE1459  USGS QUAD   -  SAINT JOHN (1969)
 TE1459
 TE1459                         *CURRENT SURVEY CONTROL
 TE1459  ___________________________________________________________________
 TE1459* NAD 83(1986)-  48 57 34.     (N)    099 43 21.     (W)     SCALED    
 TE1459* NAVD 88     -       589.066  (meters)    1932.63   (feet)  ADJUSTED  
 TE1459  ___________________________________________________________________
 TE1459  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 TE1459  DYNAMIC HT  -         589.212 (meters)    1933.11  (feet)  COMP
 TE1459  MODELED GRAV-     980,837.9   (mgal)                       NAVD 88
 TE1459
 TE1459  VERT ORDER  -  SECOND    CLASS 0
 TE1459
 TE1459.The horizontal coordinates were scaled from a topographic map and have
 TE1459.an estimated accuracy of +/- 6 seconds.
 TE1459
 TE1459.The orthometric height was determined by differential leveling
 TE1459.and adjusted by the National Geodetic Survey in June 1991..
 TE1459
 TE1459.The geoid height was determined by GEOID03.
 TE1459
 TE1459.The dynamic height is computed by dividing the NAVD 88
 TE1459.geopotential number by the normal gravity value computed on the
 TE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1459.degrees latitude (g = 980.6199 gals.).
 TE1459
 TE1459.The modeled gravity was interpolated from observed gravity values.
 TE1459
 TE1459;                    North         East    Units  Estimated Accuracy
 TE1459;SPC ND N     -   218,160.      656,940.      MT  (+/- 180 meters Scaled)
 TE1459
 TE1459                          SUPERSEDED SURVEY CONTROL
 TE1459
 TE1459  NGVD 29 (??/??/92)  588.636  (m)         1931.22   (f) ADJ UNCH    2 0
 TE1459
 TE1459.Superseded values are not recommended for survey control.
 TE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1459.See file dsdata.txt to determine how the superseded data were derived.
 TE1459
 TE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV471231(NAD 83)
 TE1459_MARKER: DB = BENCH MARK DISK
 TE1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1459_STAMPING: E-67--1934
 TE1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1459+STABILITY: SURFACE MOTION
 TE1459
 TE1459  HISTORY     - Date     Condition        Report By
 TE1459  HISTORY     - 1934     MONUMENTED       CGS
 TE1459
 TE1459                          STATION DESCRIPTION
 TE1459
 TE1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1459'1.1 MI NW FROM ST JOHN.
 TE1459'1.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1459'AT SAINT JOHN, ROLETTE COUNTY, 58 FEET EAST OF THE CENTER OF A
 TE1459'SECTION-ROAD CROSSING, 1.8 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 TE1459'AND 26.5 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED E
 TE1459'67 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 TE1459'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0014 ***********************************************************************
 TF0014  DESIGNATION -  E 68
 TF0014  PID         -  TF0014
 TF0014  STATE/COUNTY-  ND/BOTTINEAU
 TF0014  USGS QUAD   -  BARTON (1980)
 TF0014
 TF0014                         *CURRENT SURVEY CONTROL
 TF0014  ___________________________________________________________________
 TF0014* NAD 83(1986)-  48 33 23.     (N)    100 14 14.     (W)     SCALED    
 TF0014* NAVD 88     -       455.009  (meters)    1492.81   (feet)  ADJUSTED  
 TF0014  ___________________________________________________________________
 TF0014  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0014  DYNAMIC HT  -         455.114 (meters)    1493.15  (feet)  COMP
 TF0014  MODELED GRAV-     980,827.5   (mgal)                       NAVD 88
 TF0014
 TF0014  VERT ORDER  -  SECOND    CLASS 0
 TF0014
 TF0014.The horizontal coordinates were scaled from a topographic map and have
 TF0014.an estimated accuracy of +/- 6 seconds.
 TF0014
 TF0014.The orthometric height was determined by differential leveling
 TF0014.and adjusted by the National Geodetic Survey in June 1991..
 TF0014
 TF0014.The geoid height was determined by GEOID03.
 TF0014
 TF0014.The dynamic height is computed by dividing the NAVD 88
 TF0014.geopotential number by the normal gravity value computed on the
 TF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0014.degrees latitude (g = 980.6199 gals.).
 TF0014
 TF0014.The modeled gravity was interpolated from observed gravity values.
 TF0014
 TF0014;                    North         East    Units  Estimated Accuracy
 TF0014;SPC ND N     -   173,080.      619,400.      MT  (+/- 180 meters Scaled)
 TF0014
 TF0014                          SUPERSEDED SURVEY CONTROL
 TF0014
 TF0014  NGVD 29 (??/??/92)  454.642  (m)         1491.60   (f) ADJ UNCH    2 0
 TF0014
 TF0014.Superseded values are not recommended for survey control.
 TF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0014.See file dsdata.txt to determine how the superseded data were derived.
 TF0014
 TF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU087788(NAD 83)
 TF0014_MARKER: DB = BENCH MARK DISK
 TF0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0014_STAMPING: E 68 1934
 TF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0014+STABILITY: SURFACE MOTION
 TF0014
 TF0014  HISTORY     - Date     Condition        Report By
 TF0014  HISTORY     - 1934     MONUMENTED       CGS
 TF0014
 TF0014                          STATION DESCRIPTION
 TF0014
 TF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0014'4 MI SE FROM WILLOW CITY.
 TF0014'4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM WILLOW CITY,
 TF0014'BOTTINEAU COUNTY, 6 POLES SOUTHEAST OF MILEPOST 17, AND 37 FEET
 TF0014'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED E 68 1934
 TF0014'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 TF0014'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0233 ***********************************************************************
 TF0233  DESIGNATION -  E 69 RESET
 TF0233  PID         -  TF0233
 TF0233  STATE/COUNTY-  ND/PIERCE
 TF0233  USGS QUAD   -  BALTA SE (1958)
 TF0233
 TF0233                         *CURRENT SURVEY CONTROL
 TF0233  ___________________________________________________________________
 TF0233* NAD 83(1986)-  48 02 10.     (N)    100 01 13.     (W)     SCALED    
 TF0233* NAVD 88     -       480.650  (meters)    1576.93   (feet)  ADJUSTED  
 TF0233  ___________________________________________________________________
 TF0233  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TF0233  DYNAMIC HT  -         480.727 (meters)    1577.19  (feet)  COMP
 TF0233  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TF0233
 TF0233  VERT ORDER  -  SECOND    CLASS 0
 TF0233
 TF0233.The horizontal coordinates were scaled from a topographic map and have
 TF0233.an estimated accuracy of +/- 6 seconds.
 TF0233
 TF0233.The orthometric height was determined by differential leveling
 TF0233.and adjusted by the National Geodetic Survey in June 1991..
 TF0233
 TF0233.The geoid height was determined by GEOID03.
 TF0233
 TF0233.The dynamic height is computed by dividing the NAVD 88
 TF0233.geopotential number by the normal gravity value computed on the
 TF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0233.degrees latitude (g = 980.6199 gals.).
 TF0233
 TF0233.The modeled gravity was interpolated from observed gravity values.
 TF0233
 TF0233;                    North         East    Units  Estimated Accuracy
 TF0233;SPC ND N     -   115,310.      635,770.      MT  (+/- 180 meters Scaled)
 TF0233
 TF0233                          SUPERSEDED SURVEY CONTROL
 TF0233
 TF0233  NGVD 29 (??/??/92)  480.291  (m)         1575.75   (f) ADJ UNCH    2 0
 TF0233
 TF0233.Superseded values are not recommended for survey control.
 TF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0233.See file dsdata.txt to determine how the superseded data were derived.
 TF0233
 TF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU239208(NAD 83)
 TF0233_MARKER: DB = BENCH MARK DISK
 TF0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0233_STAMPING: E 69 1934 RESET
 TF0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0233+STABILITY: SURFACE MOTION
 TF0233
 TF0233  HISTORY     - Date     Condition        Report By
 TF0233  HISTORY     - 1935     MONUMENTED       CGS
 TF0233
 TF0233                          STATION DESCRIPTION
 TF0233
 TF0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0233'9.8 MI S FROM BALTA.
 TF0233'9.8 MILES SOUTH ALONG STATE HIGHWAY 3 FROM BALTA, PIERCE COUNTY, AT
 TF0233'THE NORTHWEST CORNER OF SECTION 35, T 153 N, R 73 W, AT THE
 TF0233'INTERSECTION OF A SECTION-LINE ROAD, 30 FEET EAST OF THE CENTERLINE OF
 TF0233'THE HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14.2 FEET
 TF0233'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT, 8.4 FEET
 TF0233'SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF A NORTH-AND-SOUTH FENCE,
 TF0233'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1131 ***********************************************************************
 TG1131  DESIGNATION -  E 7
 TG1131  PID         -  TG1131
 TG1131  STATE/COUNTY-  ND/WILLIAMS
 TG1131  USGS QUAD   -  TEMPLE (1978)
 TG1131
 TG1131                         *CURRENT SURVEY CONTROL
 TG1131  ___________________________________________________________________
 TG1131* NAD 83(1986)-  48 23 22.     (N)    103 03 23.     (W)     SCALED    
 TG1131* NAVD 88     -       715.676  (meters)    2348.01   (feet)  ADJUSTED  
 TG1131  ___________________________________________________________________
 TG1131  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG1131  DYNAMIC HT  -         715.773 (meters)    2348.33  (feet)  COMP
 TG1131  MODELED GRAV-     980,723.6   (mgal)                       NAVD 88
 TG1131
 TG1131  VERT ORDER  -  FIRST     CLASS II
 TG1131
 TG1131.The horizontal coordinates were scaled from a topographic map and have
 TG1131.an estimated accuracy of +/- 6 seconds.
 TG1131
 TG1131.The orthometric height was determined by differential leveling
 TG1131.and adjusted by the National Geodetic Survey in June 1991..
 TG1131
 TG1131.The geoid height was determined by GEOID03.
 TG1131
 TG1131.The dynamic height is computed by dividing the NAVD 88
 TG1131.geopotential number by the normal gravity value computed on the
 TG1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1131.degrees latitude (g = 980.6199 gals.).
 TG1131
 TG1131.The modeled gravity was interpolated from observed gravity values.
 TG1131
 TG1131;                    North         East    Units  Estimated Accuracy
 TG1131;SPC ND N     -   157,620.      410,710.      MT  (+/- 180 meters Scaled)
 TG1131
 TG1131                          SUPERSEDED SURVEY CONTROL
 TG1131
 TG1131  NGVD 29 (??/??/92)  715.177  (m)         2346.38   (f) ADJ UNCH    1 2
 TG1131
 TG1131.Superseded values are not recommended for survey control.
 TG1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1131.See file dsdata.txt to determine how the superseded data were derived.
 TG1131
 TG1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP438614(NAD 83)
 TG1131_MARKER: DB = BENCH MARK DISK
 TG1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1131_STAMPING: ELEV 2346.465 FT E 7
 TG1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1131+STABILITY: SURFACE MOTION
 TG1131
 TG1131  HISTORY     - Date     Condition        Report By
 TG1131  HISTORY     - UNK      MONUMENTED       CGS
 TG1131  HISTORY     - 1963     GOOD             NGS
 TG1131
 TG1131                          STATION DESCRIPTION
 TG1131
 TG1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG1131'5.7 MI W FROM TIOGA.
 TG1131'ABOUT 5.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1131'AT TIOGA, ABOUT 0.5 MILE WEST OF MILEPOST 87, AT TEMPLE, AT A GRAVELED
 TG1131'ROAD CROSSING, 185.5 FEET WEST ACROSS THE ROAD FROM THE SOUTHWEST
 TG1131'CORNER OF THE RAILROAD STATION, 35.0 FEET SOUTHWEST OF THE CENTERLINE
 TG1131'OF THE ROAD, 26.4 FEET NORTH OF THE NORTH RAIL, 27.0 FEET NORTHWEST OF
 TG1131'A FLASHING LIGHT ON A RAILROAD CROSSING SIGN POST, 9.2 FEET SOUTHWEST
 TG1131'OF A TELEGRAPH POLE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1
 TG1131'FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TG1131'POST PROJECTING 1 INCH, S 26, R 96 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1113 ***********************************************************************
 SN1113  DESIGNATION -  E 7 B 1
 SN1113  PID         -  SN1113
 SN1113  STATE/COUNTY-  ND/MCLEAN
 SN1113  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1113
 SN1113                         *CURRENT SURVEY CONTROL
 SN1113  ___________________________________________________________________
 SN1113* NAD 83(1986)-  47 38 34.     (N)    101 45 59.     (W)     SCALED    
 SN1113* NAVD 88     -       600.337  (meters)    1969.61   (feet)  ADJUSTED  
 SN1113  ___________________________________________________________________
 SN1113  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 SN1113  DYNAMIC HT  -         600.396 (meters)    1969.80  (feet)  COMP
 SN1113  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 SN1113
 SN1113  VERT ORDER  -  SECOND    CLASS 0
 SN1113
 SN1113.The horizontal coordinates were scaled from a topographic map and have
 SN1113.an estimated accuracy of +/- 6 seconds.
 SN1113
 SN1113.The orthometric height was determined by differential leveling
 SN1113.and adjusted by the National Geodetic Survey in June 1991..
 SN1113
 SN1113.The geoid height was determined by GEOID03.
 SN1113
 SN1113.The dynamic height is computed by dividing the NAVD 88
 SN1113.geopotential number by the normal gravity value computed on the
 SN1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1113.degrees latitude (g = 980.6199 gals.).
 SN1113
 SN1113.The modeled gravity was interpolated from observed gravity values.
 SN1113
 SN1113;                    North         East    Units  Estimated Accuracy
 SN1113;SPC ND N     -    72,250.      504,850.      MT  (+/- 180 meters Scaled)
 SN1113
 SN1113                          SUPERSEDED SURVEY CONTROL
 SN1113
 SN1113  NGVD 29 (??/??/92)  599.92   (m)         1968.2    (f) COMPUTED    2 0
 SN1113
 SN1113.Superseded values are not recommended for survey control.
 SN1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1113.See file dsdata.txt to determine how the superseded data were derived.
 SN1113
 SN1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT922803(NAD 83)
 SN1113_MARKER: Z = SEE DESCRIPTION
 SN1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1113_SP_SET: CONCRETE PEDESTAL
 SN1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1113
 SN1113  HISTORY     - Date     Condition        Report By
 SN1113  HISTORY     - UNK      MONUMENTED       DOD
 SN1113  HISTORY     - 1962     GOOD             NGS
 SN1113
 SN1113                          STATION DESCRIPTION
 SN1113
 SN1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1113'5.7 MI W FROM EMMET.
 SN1113'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1113'EMMET, THENCE 4.4 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SN1113'SOUTH-SOUTHEAST ACROSS A FIELD, AT THE CREST OF A HILL, 0.25 MILE
 SN1113'SOUTHWEST OF THE SILO, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH
 SN1113'TRIBRACH.  THE CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1112 ***********************************************************************
 SN1112  DESIGNATION -  E 7 B 2
 SN1112  PID         -  SN1112
 SN1112  STATE/COUNTY-  ND/MCLEAN
 SN1112  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1112
 SN1112                         *CURRENT SURVEY CONTROL
 SN1112  ___________________________________________________________________
 SN1112* NAD 83(1986)-  47 38 48.     (N)    101 46 03.     (W)     SCALED    
 SN1112* NAVD 88     -       596.956  (meters)    1958.51   (feet)  ADJUSTED  
 SN1112  ___________________________________________________________________
 SN1112  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 SN1112  DYNAMIC HT  -         597.014 (meters)    1958.70  (feet)  COMP
 SN1112  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 SN1112
 SN1112  VERT ORDER  -  SECOND    CLASS 0
 SN1112
 SN1112.The horizontal coordinates were scaled from a topographic map and have
 SN1112.an estimated accuracy of +/- 6 seconds.
 SN1112
 SN1112.The orthometric height was determined by differential leveling
 SN1112.and adjusted by the National Geodetic Survey in June 1991..
 SN1112
 SN1112.The geoid height was determined by GEOID03.
 SN1112
 SN1112.The dynamic height is computed by dividing the NAVD 88
 SN1112.geopotential number by the normal gravity value computed on the
 SN1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1112.degrees latitude (g = 980.6199 gals.).
 SN1112
 SN1112.The modeled gravity was interpolated from observed gravity values.
 SN1112
 SN1112;                    North         East    Units  Estimated Accuracy
 SN1112;SPC ND N     -    72,680.      504,780.      MT  (+/- 180 meters Scaled)
 SN1112
 SN1112                          SUPERSEDED SURVEY CONTROL
 SN1112
 SN1112  NGVD 29 (??/??/92)  596.54   (m)         1957.1    (f) COMPUTED    2 0
 SN1112
 SN1112.Superseded values are not recommended for survey control.
 SN1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1112.See file dsdata.txt to determine how the superseded data were derived.
 SN1112
 SN1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT921807(NAD 83)
 SN1112_MARKER: Z = SEE DESCRIPTION
 SN1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1112_SP_SET: CONCRETE PEDESTAL
 SN1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1112
 SN1112  HISTORY     - Date     Condition        Report By
 SN1112  HISTORY     - UNK      MONUMENTED       DOD
 SN1112  HISTORY     - 1962     GOOD             NGS
 SN1112
 SN1112                          STATION DESCRIPTION
 SN1112
 SN1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1112'5.4 MI W FROM EMMET.
 SN1112'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1112'EMMET, THENCE 4.4 MILE WEST ALONG A GRAVELED ROAD, 78 FEET WEST OF A
 SN1112'POWER POLE, 62 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, A
 SN1112'1.5 BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, ABOUT 1 FOOT HIGHER
 SN1112'THAN THE ROAD.  THE CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1111 ***********************************************************************
 SN1111  DESIGNATION -  E 7 Z
 SN1111  PID         -  SN1111
 SN1111  STATE/COUNTY-  ND/MCLEAN
 SN1111  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1111
 SN1111                         *CURRENT SURVEY CONTROL
 SN1111  ___________________________________________________________________
 SN1111* NAD 83(1986)-  47 38 21.     (N)    101 45 34.     (W)     SCALED    
 SN1111* NAVD 88     -       604.906  (meters)    1984.60   (feet)  ADJUSTED  
 SN1111  ___________________________________________________________________
 SN1111  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1111  DYNAMIC HT  -         604.965 (meters)    1984.79  (feet)  COMP
 SN1111  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SN1111
 SN1111  VERT ORDER  -  SECOND    CLASS 0
 SN1111
 SN1111.The horizontal coordinates were scaled from a topographic map and have
 SN1111.an estimated accuracy of +/- 6 seconds.
 SN1111
 SN1111.The orthometric height was determined by differential leveling
 SN1111.and adjusted by the National Geodetic Survey in June 1991..
 SN1111
 SN1111.The geoid height was determined by GEOID03.
 SN1111
 SN1111.The dynamic height is computed by dividing the NAVD 88
 SN1111.geopotential number by the normal gravity value computed on the
 SN1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1111.degrees latitude (g = 980.6199 gals.).
 SN1111
 SN1111.The modeled gravity was interpolated from observed gravity values.
 SN1111
 SN1111;                    North         East    Units  Estimated Accuracy
 SN1111;SPC ND N     -    71,840.      505,370.      MT  (+/- 180 meters Scaled)
 SN1111
 SN1111                          SUPERSEDED SURVEY CONTROL
 SN1111
 SN1111  NGVD 29 (??/??/92)  604.49   (m)         1983.2    (f) COMPUTED    2 0
 SN1111
 SN1111.Superseded values are not recommended for survey control.
 SN1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1111.See file dsdata.txt to determine how the superseded data were derived.
 SN1111
 SN1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT927798(NAD 83)
 SN1111_MARKER: DS = TRIANGULATION STATION DISK
 SN1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1111_STAMPING: E7Z 1962
 SN1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1111+STABILITY: SURFACE MOTION
 SN1111
 SN1111  HISTORY     - Date     Condition        Report By
 SN1111  HISTORY     - 1962     MONUMENTED       CGS
 SN1111
 SN1111                          STATION DESCRIPTION
 SN1111
 SN1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1111'5.5 MI SW FROM EMMET.
 SN1111'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1111'EMMET, THENCE 4 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 SN1111'ALONG A TRACK ROAD, AT THE CREST OF A SMALL HILL, 61 FEET NORTH OF A
 SN1111'FENCE LINE, 50 FEET WEST ACROSS THE ROAD FROM RM 1, 41 FEET WEST OF
 SN1111'THE CENTERLINE OF THE ROAD, 33 FEET SOUTH OF RM 2, 8.3 FEET NORTH OF A
 SN1111'WITNESS POST, 4.8 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE
 SN1111'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1108 ***********************************************************************
 SN1108  DESIGNATION -  E 7 Z AZ
 SN1108  PID         -  SN1108
 SN1108  STATE/COUNTY-  ND/MCLEAN
 SN1108  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1108
 SN1108                         *CURRENT SURVEY CONTROL
 SN1108  ___________________________________________________________________
 SN1108* NAD 83(1986)-  47 38 46.     (N)    101 45 34.     (W)     SCALED    
 SN1108* NAVD 88     -       597.829  (meters)    1961.38   (feet)  ADJUSTED  
 SN1108  ___________________________________________________________________
 SN1108  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1108  DYNAMIC HT  -         597.887 (meters)    1961.57  (feet)  COMP
 SN1108  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SN1108
 SN1108  VERT ORDER  -  SECOND    CLASS 0
 SN1108
 SN1108.The horizontal coordinates were scaled from a topographic map and have
 SN1108.an estimated accuracy of +/- 6 seconds.
 SN1108
 SN1108.The orthometric height was determined by differential leveling
 SN1108.and adjusted by the National Geodetic Survey in June 1991..
 SN1108
 SN1108.The geoid height was determined by GEOID03.
 SN1108
 SN1108.The dynamic height is computed by dividing the NAVD 88
 SN1108.geopotential number by the normal gravity value computed on the
 SN1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1108.degrees latitude (g = 980.6199 gals.).
 SN1108
 SN1108.The modeled gravity was interpolated from observed gravity values.
 SN1108
 SN1108;                    North         East    Units  Estimated Accuracy
 SN1108;SPC ND N     -    72,610.      505,380.      MT  (+/- 180 meters Scaled)
 SN1108
 SN1108                          SUPERSEDED SURVEY CONTROL
 SN1108
 SN1108  NGVD 29 (??/??/92)  597.41   (m)         1960.0    (f) COMPUTED    2 0
 SN1108
 SN1108.Superseded values are not recommended for survey control.
 SN1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1108.See file dsdata.txt to determine how the superseded data were derived.
 SN1108
 SN1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT927806(NAD 83)
 SN1108_MARKER: DZ = AZIMUTH MARK DISK
 SN1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1108_STAMPING: E7Z 1962
 SN1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1108+STABILITY: SURFACE MOTION
 SN1108
 SN1108  HISTORY     - Date     Condition        Report By
 SN1108  HISTORY     - 1962     MONUMENTED       CGS
 SN1108
 SN1108                          STATION DESCRIPTION
 SN1108
 SN1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1108'5 MI W FROM EMMET.
 SN1108'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1108'EMMET, THENCE 4 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD
 SN1108'INTERSECTION, 78 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 113
 SN1108'FEET EAST OF BM X79, 50 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5
 SN1108'FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WITNESS POST,
 SN1108'ABOUT LEVEL WITH THE GRAVELED ROAD, A DISK IN THE TOP OF A CONCRETE
 SN1108'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1110 ***********************************************************************
 SN1110  DESIGNATION -  E 7 Z RM 1
 SN1110  PID         -  SN1110
 SN1110  STATE/COUNTY-  ND/MCLEAN
 SN1110  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1110
 SN1110                         *CURRENT SURVEY CONTROL
 SN1110  ___________________________________________________________________
 SN1110* NAD 83(1986)-  47 38 21.     (N)    101 45 32.     (W)     SCALED    
 SN1110* NAVD 88     -       604.505  (meters)    1983.28   (feet)  ADJUSTED  
 SN1110  ___________________________________________________________________
 SN1110  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1110  DYNAMIC HT  -         604.564 (meters)    1983.47  (feet)  COMP
 SN1110  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 SN1110
 SN1110  VERT ORDER  -  SECOND    CLASS 0
 SN1110
 SN1110.The horizontal coordinates were scaled from a topographic map and have
 SN1110.an estimated accuracy of +/- 6 seconds.
 SN1110
 SN1110.The orthometric height was determined by differential leveling
 SN1110.and adjusted by the National Geodetic Survey in June 1991..
 SN1110
 SN1110.The geoid height was determined by GEOID03.
 SN1110
 SN1110.The dynamic height is computed by dividing the NAVD 88
 SN1110.geopotential number by the normal gravity value computed on the
 SN1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1110.degrees latitude (g = 980.6199 gals.).
 SN1110
 SN1110.The modeled gravity was interpolated from observed gravity values.
 SN1110
 SN1110;                    North         East    Units  Estimated Accuracy
 SN1110;SPC ND N     -    71,840.      505,410.      MT  (+/- 180 meters Scaled)
 SN1110
 SN1110                          SUPERSEDED SURVEY CONTROL
 SN1110
 SN1110  NGVD 29 (??/??/92)  604.09   (m)         1981.9    (f) COMPUTED    2 0
 SN1110
 SN1110.Superseded values are not recommended for survey control.
 SN1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1110.See file dsdata.txt to determine how the superseded data were derived.
 SN1110
 SN1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT927798(NAD 83)
 SN1110_MARKER: DR = REFERENCE MARK DISK
 SN1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1110_STAMPING: E7Z NO 1 1962
 SN1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1110+STABILITY: SURFACE MOTION
 SN1110
 SN1110  HISTORY     - Date     Condition        Report By
 SN1110  HISTORY     - 1962     MONUMENTED       CGS
 SN1110
 SN1110                          STATION DESCRIPTION
 SN1110
 SN1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1110'5.5 MI SW FROM EMMET.
 SN1110'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1110'EMMET, THENCE 4 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 SN1110'ALONG A TRACK ROAD, 50 FEET EAST OF THE STATION MARK, 9 FEET EAST OF
 SN1110'THE CENTERLINE OF THE ROAD, 10.6 FEET SOUTHEAST AND ACROSS THE ROAD
 SN1110'FROM RM 2, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A CONCRETE
 SN1110'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1109 ***********************************************************************
 SN1109  DESIGNATION -  E 7 Z RM 2
 SN1109  PID         -  SN1109
 SN1109  STATE/COUNTY-  ND/MCLEAN
 SN1109  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1109
 SN1109                         *CURRENT SURVEY CONTROL
 SN1109  ___________________________________________________________________
 SN1109* NAD 83(1986)-  47 38 22.     (N)    101 45 34.     (W)     SCALED    
 SN1109* NAVD 88     -       604.861  (meters)    1984.45   (feet)  ADJUSTED  
 SN1109  ___________________________________________________________________
 SN1109  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1109  DYNAMIC HT  -         604.920 (meters)    1984.64  (feet)  COMP
 SN1109  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SN1109
 SN1109  VERT ORDER  -  SECOND    CLASS 0
 SN1109
 SN1109.The horizontal coordinates were scaled from a topographic map and have
 SN1109.an estimated accuracy of +/- 6 seconds.
 SN1109
 SN1109.The orthometric height was determined by differential leveling
 SN1109.and adjusted by the National Geodetic Survey in June 1991..
 SN1109
 SN1109.The geoid height was determined by GEOID03.
 SN1109
 SN1109.The dynamic height is computed by dividing the NAVD 88
 SN1109.geopotential number by the normal gravity value computed on the
 SN1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1109.degrees latitude (g = 980.6199 gals.).
 SN1109
 SN1109.The modeled gravity was interpolated from observed gravity values.
 SN1109
 SN1109;                    North         East    Units  Estimated Accuracy
 SN1109;SPC ND N     -    71,870.      505,370.      MT  (+/- 180 meters Scaled)
 SN1109
 SN1109                          SUPERSEDED SURVEY CONTROL
 SN1109
 SN1109  NGVD 29 (??/??/92)  604.44   (m)         1983.1    (f) COMPUTED    2 0
 SN1109
 SN1109.Superseded values are not recommended for survey control.
 SN1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1109.See file dsdata.txt to determine how the superseded data were derived.
 SN1109
 SN1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT927799(NAD 83)
 SN1109_MARKER: DR = REFERENCE MARK DISK
 SN1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1109_STAMPING: E7Z NO 2 1962
 SN1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1109+STABILITY: SURFACE MOTION
 SN1109
 SN1109  HISTORY     - Date     Condition        Report By
 SN1109  HISTORY     - 1962     MONUMENTED       CGS
 SN1109
 SN1109                          STATION DESCRIPTION
 SN1109
 SN1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1109'5.5 MI SW FROM EMMET.
 SN1109'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1109'EMMET, THENCE 4 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH
 SN1109'ALONG A TRACK ROAD, 33 FEET NORTH OF THE STATION MARK, 60.6 FEET
 SN1109'NORTHWEST AND ACROSS THE ROAD FROM RM 1, 36 FEET WEST OF THE
 SN1109'CENTERLINE OF THE ROAD, 1.5 FEET EAST OF A FENCE, ABOUT 1 FOOT HIGHER
 SN1109'THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN1109'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0846 ***********************************************************************
 SM0846  DESIGNATION -  E 70
 SM0846  PID         -  SM0846
 SM0846  STATE/COUNTY-  ND/WELLS
 SM0846  USGS QUAD   -  HURDSFIELD (1978)
 SM0846
 SM0846                         *CURRENT SURVEY CONTROL
 SM0846  ___________________________________________________________________
 SM0846* NAD 83(1986)-  47 27 27.     (N)    099 55 36.     (W)     SCALED    
 SM0846* NAVD 88     -       581.678  (meters)    1908.39   (feet)  ADJUSTED  
 SM0846  ___________________________________________________________________
 SM0846  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SM0846  DYNAMIC HT  -         581.728 (meters)    1908.55  (feet)  COMP
 SM0846  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 SM0846
 SM0846  VERT ORDER  -  SECOND    CLASS 0
 SM0846
 SM0846.The horizontal coordinates were scaled from a topographic map and have
 SM0846.an estimated accuracy of +/- 6 seconds.
 SM0846
 SM0846.The orthometric height was determined by differential leveling
 SM0846.and adjusted by the National Geodetic Survey in June 1991..
 SM0846
 SM0846.The geoid height was determined by GEOID03.
 SM0846
 SM0846.The dynamic height is computed by dividing the NAVD 88
 SM0846.geopotential number by the normal gravity value computed on the
 SM0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0846.degrees latitude (g = 980.6199 gals.).
 SM0846
 SM0846.The modeled gravity was interpolated from observed gravity values.
 SM0846
 SM0846;                    North         East    Units  Estimated Accuracy
 SM0846;SPC ND N     -    51,030.      643,230.      MT  (+/- 180 meters Scaled)
 SM0846
 SM0846                          SUPERSEDED SURVEY CONTROL
 SM0846
 SM0846  NGVD 29 (??/??/92)  581.27   (m)         1907.0    (f) COMPUTED    2 0
 SM0846
 SM0846.Superseded values are not recommended for survey control.
 SM0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0846.See file dsdata.txt to determine how the superseded data were derived.
 SM0846
 SM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT301564(NAD 83)
 SM0846_MARKER: DB = BENCH MARK DISK
 SM0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0846_STAMPING: E-70 -- 1934
 SM0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0846+STABILITY: SURFACE MOTION
 SM0846
 SM0846  HISTORY     - Date     Condition        Report By
 SM0846  HISTORY     - 1934     MONUMENTED       CGS
 SM0846  HISTORY     - 1938     GOOD             NGS
 SM0846
 SM0846                          STATION DESCRIPTION
 SM0846
 SM0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0846'0.5 MI N FROM HURDSFIELD.
 SM0846'0.5 MILES NORTH OF ALONG, STATE ROAD 3.  E-70 IS LOCATED 0.5 MILES
 SM0846'NORTH OF HURDSFIELD.  45 FEET SOUTH OF CENTERLINE OF SECTION ROAD. 34
 SM0846'FEET WEST OF CENTERLINE OF STATE ROAD.  3 FEET WEST OF TELEPHONE POLE.
 SM0846'STANDARD TABLET SET IN CONCRETE POST 6 IN. HIGH.
 SM0846
 SM0846                          STATION RECOVERY (1938)
 SM0846
 SM0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 SM0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0847 ***********************************************************************
 SM0847  DESIGNATION -  E 70 RESET
 SM0847  PID         -  SM0847
 SM0847  STATE/COUNTY-  ND/WELLS
 SM0847  USGS QUAD   -  HURDSFIELD (1978)
 SM0847
 SM0847                         *CURRENT SURVEY CONTROL
 SM0847  ___________________________________________________________________
 SM0847* NAD 83(1986)-  47 27 26.     (N)    099 55 36.     (W)     SCALED    
 SM0847* NAVD 88     -       580.18   (+/-2cm)    1903.5    (feet)  VERTCON   
 SM0847  ___________________________________________________________________
 SM0847  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SM0847
 SM0847  VERT ORDER  -  THIRD (See Below)
 SM0847
 SM0847.The horizontal coordinates were scaled from a topographic map and have
 SM0847.an estimated accuracy of +/- 6 seconds.
 SM0847
 SM0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0847.The vertical order pertains to the NGVD 29 superseded value.
 SM0847
 SM0847.The geoid height was determined by GEOID03.
 SM0847
 SM0847;                    North         East    Units  Estimated Accuracy
 SM0847;SPC ND N     -    51,000.      643,230.      MT  (+/- 180 meters Scaled)
 SM0847
 SM0847                          SUPERSEDED SURVEY CONTROL
 SM0847
 SM0847  NGVD 29 (??/??/??)  579.77   (m)         1902.1    (f) RESET       3  
 SM0847
 SM0847.Superseded values are not recommended for survey control.
 SM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0847.See file dsdata.txt to determine how the superseded data were derived.
 SM0847
 SM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT301563(NAD 83)
 SM0847_MARKER: DB = BENCH MARK DISK
 SM0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0847_STAMPING: E 70 RESET 1952
 SM0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0847+STABILITY: SURFACE MOTION
 SM0847
 SM0847  HISTORY     - Date     Condition        Report By
 SM0847  HISTORY     - 1952     MONUMENTED       CGS
 SM0847  HISTORY     - 1960     GOOD             NGS
 SM0847  HISTORY     - 1977     MARK NOT FOUND   USGS
 SM0847
 SM0847                          STATION DESCRIPTION
 SM0847
 SM0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0847'0.5 MI N FROM HURDSFIELD.
 SM0847'0.5 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE NORTHERN PACIFIC RAILWAY
 SM0847'STATION AT HURDSFIELD, WELLS COUNTY, AT THE INTERSECTION OF A
 SM0847'SECTION-LINE ROAD, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 43
 SM0847'FEET SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, AND 1 FOOT
 SM0847'SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED E 70 RESET
 SM0847'1952 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 SM0847'GROUND.
 SM0847
 SM0847                          STATION RECOVERY (1977)
 SM0847
 SM0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SM0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0393 ***********************************************************************
 RQ0393  DESIGNATION -  E 71 RESET
 RQ0393  PID         -  RQ0393
 RQ0393  STATE/COUNTY-  ND/KIDDER
 RQ0393  USGS QUAD   -  STEELE NW (1952)
 RQ0393
 RQ0393                         *CURRENT SURVEY CONTROL
 RQ0393  ___________________________________________________________________
 RQ0393* NAD 83(1986)-  46 58 53.     (N)    099 56 05.     (W)     SCALED    
 RQ0393* NAVD 88     -       557.62   (+/-2cm)    1829.5    (feet)  VERTCON   
 RQ0393  ___________________________________________________________________
 RQ0393  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 RQ0393
 RQ0393  VERT ORDER  -  THIRD (See Below)
 RQ0393
 RQ0393.The horizontal coordinates were scaled from a topographic map and have
 RQ0393.an estimated accuracy of +/- 6 seconds.
 RQ0393
 RQ0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0393.The vertical order pertains to the NGVD 29 superseded value.
 RQ0393
 RQ0393.The geoid height was determined by GEOID03.
 RQ0393
 RQ0393;                    North         East    Units  Estimated Accuracy
 RQ0393;SPC ND S     -   146,300.      643,010.      MT  (+/- 180 meters Scaled)
 RQ0393
 RQ0393                          SUPERSEDED SURVEY CONTROL
 RQ0393
 RQ0393  NGVD 29 (11/04/04)  557.20   (m)         1828.1    (f) RESET       3  
 RQ0393
 RQ0393.Superseded values are not recommended for survey control.
 RQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0393.See file dsdata.txt to determine how the superseded data were derived.
 RQ0393
 RQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT289035(NAD 83)
 RQ0393_MARKER: DD = SURVEY DISK
 RQ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0393_STAMPING: E 71 RESET 1953
 RQ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0393+STABILITY: SURFACE MOTION
 RQ0393
 RQ0393  HISTORY     - Date     Condition        Report By
 RQ0393  HISTORY     - 1953     MONUMENTED       NDHD
 RQ0393  HISTORY     - 1959     GOOD             NGS
 RQ0393
 RQ0393                          STATION DESCRIPTION
 RQ0393
 RQ0393'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1953
 RQ0393'0.9 MI W FROM STEELE.
 RQ0393'0.9 MILE WEST ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 RQ0393'STATION AT STEELE, KIDDER COUNTY, THENCE 8.8 MILES NORTH ALONG STATE
 RQ0393'HIGHWAY 3.  122 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET
 RQ0393'EAST OF THE CENTERLINE OF A COUNTY ROAD.  A STANDARD DISK, STAMPED E
 RQ0393'71 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0393
 RQ0393                          STATION RECOVERY (1959)
 RQ0393
 RQ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0816 ***********************************************************************
 SM0816  DESIGNATION -  E 72
 SM0816  PID         -  SM0816
 SM0816  STATE/COUNTY-  ND/FOSTER
 SM0816  USGS QUAD   -  CARRINGTON WEST (1986)
 SM0816
 SM0816                         *CURRENT SURVEY CONTROL
 SM0816  ___________________________________________________________________
 SM0816* NAD 83(1986)-  47 27 42.     (N)    099 08 08.     (W)     SCALED    
 SM0816* NAVD 88     -       482.663  (meters)    1583.54   (feet)  ADJUSTED  
 SM0816  ___________________________________________________________________
 SM0816  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM0816  DYNAMIC HT  -         482.712 (meters)    1583.70  (feet)  COMP
 SM0816  MODELED GRAV-     980,699.9   (mgal)                       NAVD 88
 SM0816
 SM0816  VERT ORDER  -  FIRST     CLASS II
 SM0816
 SM0816.The horizontal coordinates were scaled from a topographic map and have
 SM0816.an estimated accuracy of +/- 6 seconds.
 SM0816
 SM0816.The orthometric height was determined by differential leveling
 SM0816.and adjusted by the National Geodetic Survey in June 1991..
 SM0816
 SM0816.The geoid height was determined by GEOID03.
 SM0816
 SM0816.The dynamic height is computed by dividing the NAVD 88
 SM0816.geopotential number by the normal gravity value computed on the
 SM0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0816.degrees latitude (g = 980.6199 gals.).
 SM0816
 SM0816.The modeled gravity was interpolated from observed gravity values.
 SM0816
 SM0816;                    North         East    Units  Estimated Accuracy
 SM0816;SPC ND N     -    52,240.      702,870.      MT  (+/- 180 meters Scaled)
 SM0816
 SM0816                          SUPERSEDED SURVEY CONTROL
 SM0816
 SM0816  NGVD 29 (??/??/92)  482.246  (m)         1582.17   (f) ADJ UNCH    1 2
 SM0816
 SM0816.Superseded values are not recommended for survey control.
 SM0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0816.See file dsdata.txt to determine how the superseded data were derived.
 SM0816
 SM0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT897564(NAD 83)
 SM0816_MARKER: DB = BENCH MARK DISK
 SM0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0816_STAMPING: E 72 1934
 SM0816_MARK LOGO: CGS   
 SM0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0816+STABILITY: SURFACE MOTION
 SM0816
 SM0816  HISTORY     - Date     Condition        Report By
 SM0816  HISTORY     - 1934     MONUMENTED       CGS
 SM0816  HISTORY     - 1938     GOOD             NGS
 SM0816  HISTORY     - 1960     GOOD             NGS
 SM0816  HISTORY     - 1982     POOR             NGS
 SM0816
 SM0816                          STATION DESCRIPTION
 SM0816
 SM0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SM0816'1 MI N FROM CARRINGTON.
 SM0816'ABOUT 1 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM CARRINGTON,
 SM0816'FOSTER COUNTY, AT THE CROSSING OF THE MINNEAPOLIS, ST. PAUL AND SAULTE
 SM0816'STE. MARIE RAILROAD, 102 FEET SOUTH OF THE CENTERLINE OF THE M. ST. P.
 SM0816'AND S. STE. M. R.R. TRACK, 45 FEET EAST OF THE CENTERLINE OF THE
 SM0816'NORTHERN PACIFIC RAILWAY TRACK, 33 FEET EAST OF A STOP SIGN, AND 2
 SM0816'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 72
 SM0816'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 SM0816'ABOVE GROUND.
 SM0816
 SM0816                          STATION RECOVERY (1960)
 SM0816
 SM0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0816'RECOVERED IN GOOD CONDITION.
 SM0816
 SM0816                          STATION RECOVERY (1982)
 SM0816
 SM0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0816'FOUND LOOSE IN GROUND, NOT LEVELED TO, MAIN LEVEL LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0833 ***********************************************************************
 SM0833  DESIGNATION -  E 75
 SM0833  PID         -  SM0833
 SM0833  STATE/COUNTY-  ND/WELLS
 SM0833  USGS QUAD   -  HEATON (1986)
 SM0833
 SM0833                         *CURRENT SURVEY CONTROL
 SM0833  ___________________________________________________________________
 SM0833* NAD 83(1986)-  47 28 20.     (N)    099 30 02.     (W)     SCALED    
 SM0833* NAVD 88     -       515.391  (meters)    1690.91   (feet)  ADJUSTED  
 SM0833  ___________________________________________________________________
 SM0833  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 SM0833  DYNAMIC HT  -         515.447 (meters)    1691.10  (feet)  COMP
 SM0833  MODELED GRAV-     980,703.9   (mgal)                       NAVD 88
 SM0833
 SM0833  VERT ORDER  -  SECOND    CLASS 0
 SM0833
 SM0833.The horizontal coordinates were scaled from a topographic map and have
 SM0833.an estimated accuracy of +/- 6 seconds.
 SM0833
 SM0833.The orthometric height was determined by differential leveling
 SM0833.and adjusted by the National Geodetic Survey in June 1991..
 SM0833
 SM0833.The geoid height was determined by GEOID03.
 SM0833
 SM0833.The dynamic height is computed by dividing the NAVD 88
 SM0833.geopotential number by the normal gravity value computed on the
 SM0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0833.degrees latitude (g = 980.6199 gals.).
 SM0833
 SM0833.The modeled gravity was interpolated from observed gravity values.
 SM0833
 SM0833;                    North         East    Units  Estimated Accuracy
 SM0833;SPC ND N     -    52,990.      675,340.      MT  (+/- 180 meters Scaled)
 SM0833
 SM0833                          SUPERSEDED SURVEY CONTROL
 SM0833
 SM0833  NGVD 29 (??/??/92)  514.991  (m)         1689.60   (f) ADJ UNCH    2 0
 SM0833
 SM0833.Superseded values are not recommended for survey control.
 SM0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0833.See file dsdata.txt to determine how the superseded data were derived.
 SM0833
 SM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT622577(NAD 83)
 SM0833_MARKER: DB = BENCH MARK DISK
 SM0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0833_STAMPING: E 75 1934
 SM0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0833+STABILITY: SURFACE MOTION
 SM0833
 SM0833  HISTORY     - Date     Condition        Report By
 SM0833  HISTORY     - 1934     MONUMENTED       CGS
 SM0833  HISTORY     - 1960     GOOD             NGS
 SM0833
 SM0833                          STATION DESCRIPTION
 SM0833
 SM0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0833'2.2 MI E FROM HEATON.
 SM0833'2.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0833'HEATON, WELLS COUNTY, AT A ROAD CROSSING, 44.4 FEET SOUTH OF THE SOUTH
 SM0833'RAIL, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, 10.6 FEET EAST OF A
 SM0833'FENCE CORNER, AND 11 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 SM0833'STAMPED E 75 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SM0833'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0082 ***********************************************************************
 SN0082  DESIGNATION -  E 76
 SN0082  PID         -  SN0082
 SN0082  STATE/COUNTY-  ND/SHERIDAN
 SN0082  USGS QUAD   -  MC CLUSKY (1980)
 SN0082
 SN0082                         *CURRENT SURVEY CONTROL
 SN0082  ___________________________________________________________________
 SN0082* NAD 83(1986)-  47 29 11.     (N)    100 26 46.     (W)     SCALED    
 SN0082* NAVD 88     -       587.180  (meters)    1926.44   (feet)  ADJUSTED  
 SN0082  ___________________________________________________________________
 SN0082  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN0082  DYNAMIC HT  -         587.230 (meters)    1926.60  (feet)  COMP
 SN0082  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 SN0082
 SN0082  VERT ORDER  -  SECOND    CLASS 0
 SN0082
 SN0082.The horizontal coordinates were scaled from a topographic map and have
 SN0082.an estimated accuracy of +/- 6 seconds.
 SN0082
 SN0082.The orthometric height was determined by differential leveling
 SN0082.and adjusted by the National Geodetic Survey in June 1991..
 SN0082
 SN0082.The geoid height was determined by GEOID03.
 SN0082
 SN0082.The dynamic height is computed by dividing the NAVD 88
 SN0082.geopotential number by the normal gravity value computed on the
 SN0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0082.degrees latitude (g = 980.6199 gals.).
 SN0082
 SN0082.The modeled gravity was interpolated from observed gravity values.
 SN0082
 SN0082;                    North         East    Units  Estimated Accuracy
 SN0082;SPC ND N     -    54,080.      604,060.      MT  (+/- 180 meters Scaled)
 SN0082
 SN0082                          SUPERSEDED SURVEY CONTROL
 SN0082
 SN0082  NGVD 29 (??/??/92)  586.779  (m)         1925.12   (f) ADJ UNCH    2 0
 SN0082
 SN0082.Superseded values are not recommended for survey control.
 SN0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0082.See file dsdata.txt to determine how the superseded data were derived.
 SN0082
 SN0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT910602(NAD 83)
 SN0082_MARKER: DB = BENCH MARK DISK
 SN0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0082_STAMPING: E 76 1934
 SN0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0082+STABILITY: SURFACE MOTION
 SN0082
 SN0082  HISTORY     - Date     Condition        Report By
 SN0082  HISTORY     - 1934     MONUMENTED       CGS
 SN0082  HISTORY     - 1958     GOOD             NGS
 SN0082
 SN0082                          STATION DESCRIPTION
 SN0082
 SN0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0082'IN MCCLUSKY.
 SN0082'AT MCCLUSKEY, SHERIDAN COUNTY, 190 YARDS WEST OF THE NORTHERN PACIFIC
 SN0082'RAILWAY STATION, ACROSS THE TRACK FROM MILEPOST 63, 31 FEET NORTH OF
 SN0082'THE NORTHEAST CORNER OF E.H. WAHL GRAIN CO. ELEVATOR 3, 28 FEET SOUTH
 SN0082'OF THE SOUTH RAIL OF THE MAIN TRACK, 18.4 FEET NORTH OF THE NORTH RAIL
 SN0082'OF A SIDETRACK, AND 3.2 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 SN0082'E 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 SN0082'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0474 ***********************************************************************
 TG0474  DESIGNATION -  E 77
 TG0474  PID         -  TG0474
 TG0474  STATE/COUNTY-  ND/MOUNTRAIL
 TG0474  USGS QUAD   -  STANLEY (1981)
 TG0474
 TG0474                         *CURRENT SURVEY CONTROL
 TG0474  ___________________________________________________________________
 TG0474* NAD 83(1986)-  48 19 15.     (N)    102 23 24.     (W)     SCALED    
 TG0474* NAVD 88     -       687.648  (meters)    2256.06   (feet)  ADJUSTED  
 TG0474  ___________________________________________________________________
 TG0474  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0474  DYNAMIC HT  -         687.757 (meters)    2256.42  (feet)  COMP
 TG0474  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 TG0474
 TG0474  VERT ORDER  -  FIRST     CLASS II
 TG0474
 TG0474.The horizontal coordinates were scaled from a topographic map and have
 TG0474.an estimated accuracy of +/- 6 seconds.
 TG0474
 TG0474.The orthometric height was determined by differential leveling
 TG0474.and adjusted by the National Geodetic Survey in June 1991..
 TG0474.WARNING-Repeat measurements at this control monument indicate possible
 TG0474.vertical movement.
 TG0474
 TG0474.The geoid height was determined by GEOID03.
 TG0474
 TG0474.The dynamic height is computed by dividing the NAVD 88
 TG0474.geopotential number by the normal gravity value computed on the
 TG0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0474.degrees latitude (g = 980.6199 gals.).
 TG0474
 TG0474.The modeled gravity was interpolated from observed gravity values.
 TG0474
 TG0474;                    North         East    Units  Estimated Accuracy
 TG0474;SPC ND N     -   148,570.      459,860.      MT  (+/- 180 meters Scaled)
 TG0474
 TG0474                          SUPERSEDED SURVEY CONTROL
 TG0474
 TG0474  NGVD 29 (??/??/92)  687.183  (m)         2254.53   (f) ADJ UNCH    1 2
 TG0474
 TG0474.Superseded values are not recommended for survey control.
 TG0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0474.See file dsdata.txt to determine how the superseded data were derived.
 TG0474
 TG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP934552(NAD 83)
 TG0474_MARKER: DB = BENCH MARK DISK
 TG0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0474_STAMPING: E 77 1934
 TG0474_MARK LOGO: CGS   
 TG0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0474+STABILITY: SURFACE MOTION
 TG0474
 TG0474  HISTORY     - Date     Condition        Report By
 TG0474  HISTORY     - 1934     MONUMENTED       CGS
 TG0474  HISTORY     - 1963     GOOD             NGS
 TG0474  HISTORY     - 1981     GOOD             NGS
 TG0474
 TG0474                          STATION DESCRIPTION
 TG0474
 TG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0474'IN STANLEY.
 TG0474'AT STANLEY, AT THE SOUTHEAST CORNER OF THE COURTHOUSE LAWN, 49.0 FEET
 TG0474'WEST OF THE CENTERLINE OF U.S. HIGHWAY 2 AND STATE HIGHWAY 8, 154.0
 TG0474'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE COURTHOUSE, 12.0 FEET
 TG0474'NORTH OF A POWER POLE, 1.2 FEET WEST OF A CONCRETE WALL ALONG THE EAST
 TG0474'SIDE OF THE LAWN, 2.7 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 2
 TG0474'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TG0474'POST PROJECTING 1 INCH, S 21, R 91 W, T156 N.
 TG0474
 TG0474                          STATION RECOVERY (1981)
 TG0474
 TG0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0111 ***********************************************************************
 SO0111  DESIGNATION -  E 78
 SO0111  PID         -  SO0111
 SO0111  STATE/COUNTY-  ND/MOUNTRAIL
 SO0111  USGS QUAD   -  PARSHALL (1981)
 SO0111
 SO0111                         *CURRENT SURVEY CONTROL
 SO0111  ___________________________________________________________________
 SO0111* NAD 83(1986)-  47 53 28.     (N)    102 07 43.     (W)     SCALED    
 SO0111* NAVD 88     -       654.492  (meters)    2147.28   (feet)  ADJUSTED  
 SO0111  ___________________________________________________________________
 SO0111  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0111  DYNAMIC HT  -         654.580 (meters)    2147.57  (feet)  COMP
 SO0111  MODELED GRAV-     980,723.8   (mgal)                       NAVD 88
 SO0111
 SO0111  VERT ORDER  -  SECOND    CLASS 0
 SO0111
 SO0111.The horizontal coordinates were scaled from a topographic map and have
 SO0111.an estimated accuracy of +/- 6 seconds.
 SO0111
 SO0111.The orthometric height was determined by differential leveling
 SO0111.and adjusted by the National Geodetic Survey in June 1991..
 SO0111
 SO0111.The geoid height was determined by GEOID03.
 SO0111
 SO0111.The dynamic height is computed by dividing the NAVD 88
 SO0111.geopotential number by the normal gravity value computed on the
 SO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0111.degrees latitude (g = 980.6199 gals.).
 SO0111
 SO0111.The modeled gravity was interpolated from observed gravity values.
 SO0111
 SO0111;                    North         East    Units  Estimated Accuracy
 SO0111;SPC ND N     -   100,360.      478,230.      MT  (+/- 180 meters Scaled)
 SO0111
 SO0111                          SUPERSEDED SURVEY CONTROL
 SO0111
 SO0111  NGVD 29 (??/??/92)  654.05   (m)         2145.8    (f) COMPUTED    2 0
 SO0111
 SO0111.Superseded values are not recommended for survey control.
 SO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0111.See file dsdata.txt to determine how the superseded data were derived.
 SO0111
 SO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP146081(NAD 83)
 SO0111_MARKER: DB = BENCH MARK DISK
 SO0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0111_STAMPING: E 78 1934
 SO0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0111+STABILITY: SURFACE MOTION
 SO0111
 SO0111  HISTORY     - Date     Condition        Report By
 SO0111  HISTORY     - 1934     MONUMENTED       CGS
 SO0111  HISTORY     - 1962     MARK NOT FOUND   NGS
 SO0111
 SO0111                          STATION DESCRIPTION
 SO0111
 SO0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0111'4.4 MI S FROM PARSHALL.
 SO0111'4.4 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE MINNEAPOLIS, ST. PAUL
 SO0111'AND SAULT STE. MARIE RAILROAD STATION AT PARSHALL, MOUNTRAIL COUNTY,
 SO0111'AT A COUNTY-ROAD INTERSECTION, 50 FEET NORTH OF THE CENTERLINE OF THE
 SO0111'ROAD, 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET NORTH OF
 SO0111'THE CENTER OF THE NORTH CONCRETE HEADWALL OF AN 18-INCH
 SO0111'CORRUGATED-IRON PIPE CULVERT, AND 1.5 FEET EAST OF A WHITE WOODEN
 SO0111'WITNESS POST.  A STANDARD DISK, STAMPED E 78 1934 AND SET IN THE TOP
 SO0111'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- THE
 SO0111'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SO0111'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0188 ***********************************************************************
 SO0188  DESIGNATION -  E 79 RESET
 SO0188  PID         -  SO0188
 SO0188  STATE/COUNTY-  ND/DUNN
 SO0188  USGS QUAD   -  HAY FLAT (1970)
 SO0188
 SO0188                         *CURRENT SURVEY CONTROL
 SO0188  ___________________________________________________________________
 SO0188* NAD 83(1986)-  47 30 05.     (N)    102 17 00.     (W)     SCALED    
 SO0188* NAVD 88     -       708.99   (+/-2cm)    2326.1    (feet)  VERTCON   
 SO0188  ___________________________________________________________________
 SO0188  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SO0188
 SO0188  VERT ORDER  -  THIRD (See Below)
 SO0188
 SO0188.The horizontal coordinates were scaled from a topographic map and have
 SO0188.an estimated accuracy of +/- 6 seconds.
 SO0188
 SO0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0188.The vertical order pertains to the NGVD 29 superseded value.
 SO0188
 SO0188.The geoid height was determined by GEOID03.
 SO0188
 SO0188;                    North         East    Units  Estimated Accuracy
 SO0188;SPC ND S     -   205,480.      465,650.      MT  (+/- 180 meters Scaled)
 SO0188
 SO0188                          SUPERSEDED SURVEY CONTROL
 SO0188
 SO0188  NGVD 29 (11/04/04)  708.57   (m)         2324.7    (f) RESET       3  
 SO0188
 SO0188.Superseded values are not recommended for survey control.
 SO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0188.See file dsdata.txt to determine how the superseded data were derived.
 SO0188
 SO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN045644(NAD 83)
 SO0188_MARKER: DB = BENCH MARK DISK
 SO0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0188_STAMPING: E 79 RESET 1970
 SO0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0188+STABILITY: SURFACE MOTION
 SO0188
 SO0188  HISTORY     - Date     Condition        Report By
 SO0188  HISTORY     - 1970     MONUMENTED       CGS
 SO0188
 SO0188                          STATION DESCRIPTION
 SO0188
 SO0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 SO0188'11.7 MI NE FROM HALLIDAY.
 SO0188'11.7 MILES NORTHEAST ALONG OLD STATE HIGHWAY 8 FROM THE NORTHERN
 SO0188'PACIFIC RAILROAD CROSSING IN HALLIDAY, 101.5 FEET WEST OF THE CENTER
 SO0188'OF HIGHWAY 8, 51 FEET SOUTH OF CENTER OF PASTURE GATE, 1.5 FEET WEST
 SO0188'OF WEST R.O.W. FENCE LINE, 1.5 FEET NORTH OF A METAL WITNESS POST, SET
 SO0188'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 SO0188'TRIANGULATION STATION TWIN IS VISIBLE 0.9 MILE TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1317 ***********************************************************************
 TG1317  DESIGNATION -  E 8
 TG1317  PID         -  TG1317
 TG1317  STATE/COUNTY-  ND/WILLIAMS
 TG1317  USGS QUAD   -  WILLISTON EAST (1976)
 TG1317
 TG1317                         *CURRENT SURVEY CONTROL
 TG1317  ___________________________________________________________________
 TG1317* NAD 83(1986)-  48 08 37.     (N)    103 37 10.     (W)     SCALED    
 TG1317* NAVD 88     -       570.456  (meters)    1871.57   (feet)  ADJUSTED  
 TG1317  ___________________________________________________________________
 TG1317  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1317  DYNAMIC HT  -         570.535 (meters)    1871.83  (feet)  COMP
 TG1317  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 TG1317
 TG1317  VERT ORDER  -  FIRST     CLASS II
 TG1317
 TG1317.The horizontal coordinates were scaled from a topographic map and have
 TG1317.an estimated accuracy of +/- 6 seconds.
 TG1317
 TG1317.The orthometric height was determined by differential leveling
 TG1317.and adjusted by the National Geodetic Survey in June 1991..
 TG1317
 TG1317.The geoid height was determined by GEOID03.
 TG1317
 TG1317.The dynamic height is computed by dividing the NAVD 88
 TG1317.geopotential number by the normal gravity value computed on the
 TG1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1317.degrees latitude (g = 980.6199 gals.).
 TG1317
 TG1317.The modeled gravity was interpolated from observed gravity values.
 TG1317
 TG1317;                    North         East    Units  Estimated Accuracy
 TG1317;SPC ND N     -   131,850.      367,940.      MT  (+/- 180 meters Scaled)
 TG1317
 TG1317                          SUPERSEDED SURVEY CONTROL
 TG1317
 TG1317  NGVD 29 (??/??/92)  569.97   (m)         1870.0    (f) COMPUTED    1 2
 TG1317
 TG1317.Superseded values are not recommended for survey control.
 TG1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1317.See file dsdata.txt to determine how the superseded data were derived.
 TG1317
 TG1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP026331(NAD 83)
 TG1317_MARKER: DB = BENCH MARK DISK
 TG1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1317_SP_SET: BUILDING
 TG1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1317
 TG1317  HISTORY     - Date     Condition        Report By
 TG1317  HISTORY     - UNK      MONUMENTED       MORC
 TG1317  HISTORY     - 1940     GOOD             NGS
 TG1317  HISTORY     - 1958     POOR             USGS
 TG1317  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1317
 TG1317                          STATION DESCRIPTION
 TG1317
 TG1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1317'IN WILLISTON.
 TG1317'LOCATED 425 FEET NORTH-EAST OF THE NORTH-EAST CORNER OF THE GREAT
 TG1317'NORTHERN RAILWAY STATION AT WILLISTON, 24 FEET EAST OF THE CENTER-LINE
 TG1317'OF THE STREET, 16.3 FEET SOUTH-WEST OF THE SOUTH-WEST CORNER OF THE
 TG1317'WILLISTON LAUNDRY, 83 FEET NORTHEAST OF THE EAST END OF A CORRUGATED
 TG1317'IRON PIPE UNDER A PATH IN THE NORTH-EAST CORNER OF THE PARK. A
 TG1317'MISSOURI RIVER COMMESSION MARK PROJECTING 1.1 FEET ABOVE THE GROUND.
 TG1317'NO POST WAS SET BY THE MARK.  NOTE-- MARK IS IN BAD LEANING POSITION.
 TG1317
 TG1317                          STATION RECOVERY (1958)
 TG1317
 TG1317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TG1317'MARK RECOVERED IN POOR CONDITION.
 TG1317
 TG1317                          STATION RECOVERY (1981)
 TG1317
 TG1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1210 ***********************************************************************
 SN1210  DESIGNATION -  E 8 B 1
 SN1210  PID         -  SN1210
 SN1210  STATE/COUNTY-  ND/MCLEAN
 SN1210  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1210
 SN1210                         *CURRENT SURVEY CONTROL
 SN1210  ___________________________________________________________________
 SN1210* NAD 83(1986)-  47 41 38.     (N)    101 49 58.     (W)     SCALED    
 SN1210* NAVD 88     -       616.086  (meters)    2021.28   (feet)  ADJUSTED  
 SN1210  ___________________________________________________________________
 SN1210  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 SN1210  DYNAMIC HT  -         616.150 (meters)    2021.49  (feet)  COMP
 SN1210  MODELED GRAV-     980,696.0   (mgal)                       NAVD 88
 SN1210
 SN1210  VERT ORDER  -  SECOND    CLASS 0
 SN1210
 SN1210.The horizontal coordinates were scaled from a topographic map and have
 SN1210.an estimated accuracy of +/- 6 seconds.
 SN1210
 SN1210.The orthometric height was determined by differential leveling
 SN1210.and adjusted by the National Geodetic Survey in June 1991..
 SN1210
 SN1210.The geoid height was determined by GEOID03.
 SN1210
 SN1210.The dynamic height is computed by dividing the NAVD 88
 SN1210.geopotential number by the normal gravity value computed on the
 SN1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1210.degrees latitude (g = 980.6199 gals.).
 SN1210
 SN1210.The modeled gravity was interpolated from observed gravity values.
 SN1210
 SN1210;                    North         East    Units  Estimated Accuracy
 SN1210;SPC ND N     -    78,010.      499,960.      MT  (+/- 180 meters Scaled)
 SN1210
 SN1210                          SUPERSEDED SURVEY CONTROL
 SN1210
 SN1210  NGVD 29 (??/??/92)  615.66   (m)         2019.9    (f) COMPUTED    2 0
 SN1210
 SN1210.Superseded values are not recommended for survey control.
 SN1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1210.See file dsdata.txt to determine how the superseded data were derived.
 SN1210
 SN1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT874861(NAD 83)
 SN1210_MARKER: Z = SEE DESCRIPTION
 SN1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1210_SP_SET: CONCRETE PEDESTAL
 SN1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1210
 SN1210  HISTORY     - Date     Condition        Report By
 SN1210  HISTORY     - UNK      MONUMENTED       DOD
 SN1210  HISTORY     - 1963     GOOD             NGS
 SN1210
 SN1210                          STATION DESCRIPTION
 SN1210
 SN1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1210'5.0 MI S FROM ROSEGLEN.
 SN1210'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1210'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED COUNTY
 SN1210'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.4
 SN1210'MILE NORTHWEST ACROSS FARM LAND, ABOUT 0.3 MILE NORTH OF THE LAUNCHER,
 SN1210'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 28, R 87 W, T 149
 SN1210'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1209 ***********************************************************************
 SN1209  DESIGNATION -  E 8 B 2
 SN1209  PID         -  SN1209
 SN1209  STATE/COUNTY-  ND/MCLEAN
 SN1209  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1209
 SN1209                         *CURRENT SURVEY CONTROL
 SN1209  ___________________________________________________________________
 SN1209* NAD 83(1986)-  47 41 13.     (N)    101 50 27.     (W)     SCALED    
 SN1209* NAVD 88     -       608.156  (meters)    1995.26   (feet)  ADJUSTED  
 SN1209  ___________________________________________________________________
 SN1209  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 SN1209  DYNAMIC HT  -         608.219 (meters)    1995.47  (feet)  COMP
 SN1209  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 SN1209
 SN1209  VERT ORDER  -  SECOND    CLASS 0
 SN1209
 SN1209.The horizontal coordinates were scaled from a topographic map and have
 SN1209.an estimated accuracy of +/- 6 seconds.
 SN1209
 SN1209.The orthometric height was determined by differential leveling
 SN1209.and adjusted by the National Geodetic Survey in June 1991..
 SN1209
 SN1209.The geoid height was determined by GEOID03.
 SN1209
 SN1209.The dynamic height is computed by dividing the NAVD 88
 SN1209.geopotential number by the normal gravity value computed on the
 SN1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1209.degrees latitude (g = 980.6199 gals.).
 SN1209
 SN1209.The modeled gravity was interpolated from observed gravity values.
 SN1209
 SN1209;                    North         East    Units  Estimated Accuracy
 SN1209;SPC ND N     -    77,250.      499,350.      MT  (+/- 180 meters Scaled)
 SN1209
 SN1209                          SUPERSEDED SURVEY CONTROL
 SN1209
 SN1209  NGVD 29 (??/??/92)  607.74   (m)         1993.9    (f) COMPUTED    2 0
 SN1209
 SN1209.Superseded values are not recommended for survey control.
 SN1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1209.See file dsdata.txt to determine how the superseded data were derived.
 SN1209
 SN1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT868854(NAD 83)
 SN1209_MARKER: Z = SEE DESCRIPTION
 SN1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1209_SP_SET: CONCRETE PEDESTAL
 SN1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1209
 SN1209  HISTORY     - Date     Condition        Report By
 SN1209  HISTORY     - UNK      MONUMENTED       DOD
 SN1209  HISTORY     - 1963     GOOD             NGS
 SN1209
 SN1209                          STATION DESCRIPTION
 SN1209
 SN1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1209'5.15 MI S FROM ROSEGLEN.
 SN1209'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1209'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED COUNTY
 SN1209'ROAD, THENCE 0.6 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.15
 SN1209'MILE SOUTH ACROSS A CULTIVATED FIELD, ABOUT 0.15 MILE SOUTHWEST OF THE
 SN1209'LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 32, R 87
 SN1209'W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1212 ***********************************************************************
 SN1212  DESIGNATION -  E 8 Z
 SN1212  PID         -  SN1212
 SN1212  STATE/COUNTY-  ND/MCLEAN
 SN1212  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1212
 SN1212                         *CURRENT SURVEY CONTROL
 SN1212  ___________________________________________________________________
 SN1212* NAD 83(1986)-  47 41 26.     (N)    101 49 57.     (W)     SCALED    
 SN1212* NAVD 88     -       612.567  (meters)    2009.73   (feet)  ADJUSTED  
 SN1212  ___________________________________________________________________
 SN1212  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1212  DYNAMIC HT  -         612.631 (meters)    2009.94  (feet)  COMP
 SN1212  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 SN1212
 SN1212  VERT ORDER  -  SECOND    CLASS 0
 SN1212
 SN1212.The horizontal coordinates were scaled from a topographic map and have
 SN1212.an estimated accuracy of +/- 6 seconds.
 SN1212
 SN1212.The orthometric height was determined by differential leveling
 SN1212.and adjusted by the National Geodetic Survey in June 1991..
 SN1212
 SN1212.The geoid height was determined by GEOID03.
 SN1212
 SN1212.The dynamic height is computed by dividing the NAVD 88
 SN1212.geopotential number by the normal gravity value computed on the
 SN1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1212.degrees latitude (g = 980.6199 gals.).
 SN1212
 SN1212.The modeled gravity was interpolated from observed gravity values.
 SN1212
 SN1212;                    North         East    Units  Estimated Accuracy
 SN1212;SPC ND N     -    77,640.      499,980.      MT  (+/- 180 meters Scaled)
 SN1212
 SN1212                          SUPERSEDED SURVEY CONTROL
 SN1212
 SN1212  NGVD 29 (??/??/92)  612.15   (m)         2008.4    (f) COMPUTED    2 0
 SN1212
 SN1212.Superseded values are not recommended for survey control.
 SN1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1212.See file dsdata.txt to determine how the superseded data were derived.
 SN1212
 SN1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT874857(NAD 83)
 SN1212_MARKER: DS = TRIANGULATION STATION DISK
 SN1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1212_STAMPING: E 8 Z 1962
 SN1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1212+STABILITY: SURFACE MOTION
 SN1212
 SN1212  HISTORY     - Date     Condition        Report By
 SN1212  HISTORY     - 1962     MONUMENTED       CGS
 SN1212  HISTORY     - 1963     GOOD             NGS
 SN1212
 SN1212                          STATION DESCRIPTION
 SN1212
 SN1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1212'4.85 MI S FROM ROSEGLEN.
 SN1212'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1212'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED COUNTY
 SN1212'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.2
 SN1212'MILE NORTH ALONG A TRACK ROAD, AT THE CREST OF A HILL, 40.0 FEET NORTH
 SN1212'OF R.M. 2, 27.0 FEET WEST OF R.M. 1, 4.8 FEET SOUTHEAST OF A FENCE
 SN1212'CORNER, 3.0 FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 SN1212'OF A CONCRETE POST PROJECTING 0.3 FOOT, S 29, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1213 ***********************************************************************
 SN1213  DESIGNATION -  E 8 Z RM 1
 SN1213  PID         -  SN1213
 SN1213  STATE/COUNTY-  ND/MCLEAN
 SN1213  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1213
 SN1213                         *CURRENT SURVEY CONTROL
 SN1213  ___________________________________________________________________
 SN1213* NAD 83(1986)-  47 41 26.     (N)    101 49 56.     (W)     SCALED    
 SN1213* NAVD 88     -       612.746  (meters)    2010.32   (feet)  ADJUSTED  
 SN1213  ___________________________________________________________________
 SN1213  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1213  DYNAMIC HT  -         612.809 (meters)    2010.52  (feet)  COMP
 SN1213  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 SN1213
 SN1213  VERT ORDER  -  SECOND    CLASS 0
 SN1213
 SN1213.The horizontal coordinates were scaled from a topographic map and have
 SN1213.an estimated accuracy of +/- 6 seconds.
 SN1213
 SN1213.The orthometric height was determined by differential leveling
 SN1213.and adjusted by the National Geodetic Survey in June 1991..
 SN1213
 SN1213.The geoid height was determined by GEOID03.
 SN1213
 SN1213.The dynamic height is computed by dividing the NAVD 88
 SN1213.geopotential number by the normal gravity value computed on the
 SN1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1213.degrees latitude (g = 980.6199 gals.).
 SN1213
 SN1213.The modeled gravity was interpolated from observed gravity values.
 SN1213
 SN1213;                    North         East    Units  Estimated Accuracy
 SN1213;SPC ND N     -    77,640.      500,000.      MT  (+/- 180 meters Scaled)
 SN1213
 SN1213                          SUPERSEDED SURVEY CONTROL
 SN1213
 SN1213  NGVD 29 (??/??/92)  612.32   (m)         2008.9    (f) COMPUTED    2 0
 SN1213
 SN1213.Superseded values are not recommended for survey control.
 SN1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1213.See file dsdata.txt to determine how the superseded data were derived.
 SN1213
 SN1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT874857(NAD 83)
 SN1213_MARKER: DR = REFERENCE MARK DISK
 SN1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1213_STAMPING: E 8 Z NO 1 1962
 SN1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1213+STABILITY: SURFACE MOTION
 SN1213
 SN1213  HISTORY     - Date     Condition        Report By
 SN1213  HISTORY     - 1962     MONUMENTED       CGS
 SN1213  HISTORY     - 1963     GOOD             NGS
 SN1213
 SN1213                          STATION DESCRIPTION
 SN1213
 SN1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1213'4.85 MI S FROM ROSEGLEN.
 SN1213'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1213'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED COUNTY
 SN1213'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.2
 SN1213'MILE NORTH ALONG A TRACK ROAD, 50.8 FEET NORTHEAST OF R.M. 2, 27.0
 SN1213'FEET EAST OF THE STATION MARK, 1.0 FOOT SOUTH OF A FENCE, AND SET IN
 SN1213'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 29, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1211 ***********************************************************************
 SN1211  DESIGNATION -  E 8 Z RM 2
 SN1211  PID         -  SN1211
 SN1211  STATE/COUNTY-  ND/MCLEAN
 SN1211  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1211
 SN1211                         *CURRENT SURVEY CONTROL
 SN1211  ___________________________________________________________________
 SN1211* NAD 83(1986)-  47 41 25.     (N)    101 49 57.     (W)     SCALED    
 SN1211* NAVD 88     -       612.466  (meters)    2009.40   (feet)  ADJUSTED  
 SN1211  ___________________________________________________________________
 SN1211  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1211  DYNAMIC HT  -         612.530 (meters)    2009.61  (feet)  COMP
 SN1211  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 SN1211
 SN1211  VERT ORDER  -  SECOND    CLASS 0
 SN1211
 SN1211.The horizontal coordinates were scaled from a topographic map and have
 SN1211.an estimated accuracy of +/- 6 seconds.
 SN1211
 SN1211.The orthometric height was determined by differential leveling
 SN1211.and adjusted by the National Geodetic Survey in June 1991..
 SN1211
 SN1211.The geoid height was determined by GEOID03.
 SN1211
 SN1211.The dynamic height is computed by dividing the NAVD 88
 SN1211.geopotential number by the normal gravity value computed on the
 SN1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1211.degrees latitude (g = 980.6199 gals.).
 SN1211
 SN1211.The modeled gravity was interpolated from observed gravity values.
 SN1211
 SN1211;                    North         East    Units  Estimated Accuracy
 SN1211;SPC ND N     -    77,610.      499,980.      MT  (+/- 180 meters Scaled)
 SN1211
 SN1211                          SUPERSEDED SURVEY CONTROL
 SN1211
 SN1211  NGVD 29 (??/??/92)  612.04   (m)         2008.0    (f) COMPUTED    2 0
 SN1211
 SN1211.Superseded values are not recommended for survey control.
 SN1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1211.See file dsdata.txt to determine how the superseded data were derived.
 SN1211
 SN1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT874857(NAD 83)
 SN1211_MARKER: DR = REFERENCE MARK DISK
 SN1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1211_STAMPING: E 8 Z NO 2 1962
 SN1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1211+STABILITY: SURFACE MOTION
 SN1211
 SN1211  HISTORY     - Date     Condition        Report By
 SN1211  HISTORY     - 1962     MONUMENTED       CGS
 SN1211  HISTORY     - 1963     GOOD             NGS
 SN1211
 SN1211                          STATION DESCRIPTION
 SN1211
 SN1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1211'4.85 MI S FROM ROSEGLEN.
 SN1211'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1211'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED COUNTY
 SN1211'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.2
 SN1211'MILE NORTH ALONG A TRACK ROAD, 50.8 FEET SOUTHWEST OF R.M. 1, 40.0
 SN1211'FEET SOUTH OF THE STATION MARK, 1.0 FOOT EAST OF A FENCE, AND SET IN
 SN1211'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 29, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0601 ***********************************************************************
 SN0601  DESIGNATION -  E 80
 SN0601  PID         -  SN0601
 SN0601  STATE/COUNTY-  ND/MCLEAN
 SN0601  USGS QUAD   -  GARRISON (1981)
 SN0601
 SN0601                         *CURRENT SURVEY CONTROL
 SN0601  ___________________________________________________________________
 SN0601* NAD 83(1986)-  47 38 49.     (N)    101 28 06.     (W)     SCALED    
 SN0601* NAVD 88     -       596.746  (meters)    1957.82   (feet)  ADJUSTED  
 SN0601  ___________________________________________________________________
 SN0601  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SN0601  DYNAMIC HT  -         596.801 (meters)    1958.00  (feet)  COMP
 SN0601  MODELED GRAV-     980,683.6   (mgal)                       NAVD 88
 SN0601
 SN0601  VERT ORDER  -  SECOND    CLASS 0
 SN0601
 SN0601.The horizontal coordinates were scaled from a topographic map and have
 SN0601.an estimated accuracy of +/- 6 seconds.
 SN0601
 SN0601.The orthometric height was determined by differential leveling
 SN0601.and adjusted by the National Geodetic Survey in June 1991..
 SN0601
 SN0601.The geoid height was determined by GEOID03.
 SN0601
 SN0601.The dynamic height is computed by dividing the NAVD 88
 SN0601.geopotential number by the normal gravity value computed on the
 SN0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0601.degrees latitude (g = 980.6199 gals.).
 SN0601
 SN0601.The modeled gravity was interpolated from observed gravity values.
 SN0601
 SN0601;                    North         East    Units  Estimated Accuracy
 SN0601;SPC ND N     -    72,390.      527,250.      MT  (+/- 180 meters Scaled)
 SN0601
 SN0601                          SUPERSEDED SURVEY CONTROL
 SN0601
 SN0601  NGVD 29 (??/??/92)  596.350  (m)         1956.53   (f) ADJ UNCH    2 0
 SN0601
 SN0601.Superseded values are not recommended for survey control.
 SN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0601.See file dsdata.txt to determine how the superseded data were derived.
 SN0601
 SN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT146800(NAD 83)
 SN0601_MARKER: DB = BENCH MARK DISK
 SN0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0601_STAMPING: E 80 1934
 SN0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0601+STABILITY: SURFACE MOTION
 SN0601
 SN0601  HISTORY     - Date     Condition        Report By
 SN0601  HISTORY     - 1934     MONUMENTED       CGS
 SN0601  HISTORY     - 1962     GOOD             NGS
 SN0601  HISTORY     - 1979     MARK NOT FOUND   USGS
 SN0601
 SN0601                          STATION DESCRIPTION
 SN0601
 SN0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0601'3 MI W FROM GARRISON.
 SN0601'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0601'AT GARRISON, THENCE 2 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.7
 SN0601'MILE WEST ALONG OLD HIGHWAY 37, AT A CUT FOR THE HIGHWAY, 174 FEET
 SN0601'EAST OF A FENCE CORNER, 30.7 FEET NORTH OF THE CENTERLINE OF THE
 SN0601'HIGHWAY, 84 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE
 SN0601'LINE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE
 SN0601'HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0601
 SN0601                          STATION RECOVERY (1979)
 SN0601
 SN0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 SN0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0372 ***********************************************************************
 SO0372  DESIGNATION -  E 82
 SO0372  PID         -  SO0372
 SO0372  STATE/COUNTY-  ND/DUNN
 SO0372  USGS QUAD   -  DUNN CENTER (1973)
 SO0372
 SO0372                         *CURRENT SURVEY CONTROL
 SO0372  ___________________________________________________________________
 SO0372* NAD 83(1986)-  47 21 06.     (N)    102 32 49.     (W)     SCALED    
 SO0372* NAVD 88     -       652.750  (meters)    2141.56   (feet)  ADJUSTED  
 SO0372  ___________________________________________________________________
 SO0372  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0372  DYNAMIC HT  -         652.794 (meters)    2141.71  (feet)  COMP
 SO0372  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 SO0372
 SO0372  VERT ORDER  -  SECOND    CLASS 0
 SO0372
 SO0372.The horizontal coordinates were scaled from a topographic map and have
 SO0372.an estimated accuracy of +/- 6 seconds.
 SO0372
 SO0372.The orthometric height was determined by differential leveling
 SO0372.and adjusted by the National Geodetic Survey in June 1991..
 SO0372
 SO0372.The geoid height was determined by GEOID03.
 SO0372
 SO0372.The dynamic height is computed by dividing the NAVD 88
 SO0372.geopotential number by the normal gravity value computed on the
 SO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0372.degrees latitude (g = 980.6199 gals.).
 SO0372
 SO0372.The modeled gravity was interpolated from observed gravity values.
 SO0372
 SO0372;                    North         East    Units  Estimated Accuracy
 SO0372;SPC ND S     -   189,320.      445,360.      MT  (+/- 180 meters Scaled)
 SO0372
 SO0372                          SUPERSEDED SURVEY CONTROL
 SO0372
 SO0372  NGVD 29 (??/??/92)  652.294  (m)         2140.07   (f) ADJ UNCH    2 0
 SO0372
 SO0372.Superseded values are not recommended for survey control.
 SO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0372.See file dsdata.txt to determine how the superseded data were derived.
 SO0372
 SO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN852471(NAD 83)
 SO0372_MARKER: DB = BENCH MARK DISK
 SO0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0372_STAMPING: E 82 1934
 SO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0372+STABILITY: SURFACE MOTION
 SO0372
 SO0372  HISTORY     - Date     Condition        Report By
 SO0372  HISTORY     - 1934     MONUMENTED       CGS
 SO0372  HISTORY     - 1938     GOOD             NGS
 SO0372  HISTORY     - 1973     MARK NOT FOUND   USGS
 SO0372
 SO0372                          STATION DESCRIPTION
 SO0372
 SO0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0372'3.5 MI E FROM DUNN CENTER.
 SO0372'3.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SO0372'DUNN CENTER, DUNN COUNTY, AT THE EAST END OF A SMALL CUT, 93 FEET EAST
 SO0372'OF MILEPOST 111, 20 FEET NORTH OF THE NORTH RAIL, AND 28 FEET SOUTH OF
 SO0372'THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SO0372'PROJECTING 6 INCHES ABOVE GROUND.
 SO0372
 SO0372                          STATION RECOVERY (1973)
 SO0372
 SO0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SO0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0441 ***********************************************************************
 SO0441  DESIGNATION -  E 87
 SO0441  PID         -  SO0441
 SO0441  STATE/COUNTY-  ND/MCKENZIE
 SO0441  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0441
 SO0441                         *CURRENT SURVEY CONTROL
 SO0441  ___________________________________________________________________
 SO0441* NAD 83(1986)-  47 50 27.     (N)    102 56 45.     (W)     SCALED    
 SO0441* NAVD 88     -       725.047  (meters)    2378.76   (feet)  ADJUSTED  
 SO0441  ___________________________________________________________________
 SO0441  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 SO0441  DYNAMIC HT  -         725.120 (meters)    2379.00  (feet)  COMP
 SO0441  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SO0441
 SO0441  VERT ORDER  -  SECOND    CLASS 0
 SO0441
 SO0441.The horizontal coordinates were scaled from a topographic map and have
 SO0441.an estimated accuracy of +/- 6 seconds.
 SO0441
 SO0441.The orthometric height was determined by differential leveling
 SO0441.and adjusted by the National Geodetic Survey in June 1991..
 SO0441
 SO0441.The geoid height was determined by GEOID03.
 SO0441
 SO0441.The dynamic height is computed by dividing the NAVD 88
 SO0441.geopotential number by the normal gravity value computed on the
 SO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0441.degrees latitude (g = 980.6199 gals.).
 SO0441
 SO0441.The modeled gravity was interpolated from observed gravity values.
 SO0441
 SO0441;                    North         East    Units  Estimated Accuracy
 SO0441;SPC ND N     -    96,390.      416,960.      MT  (+/- 180 meters Scaled)
 SO0441
 SO0441                          SUPERSEDED SURVEY CONTROL
 SO0441
 SO0441  NGVD 29 (??/??/92)  724.544  (m)         2377.11   (f) ADJ UNCH    2 0
 SO0441
 SO0441.Superseded values are not recommended for survey control.
 SO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0441.See file dsdata.txt to determine how the superseded data were derived.
 SO0441
 SO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP536006(NAD 83)
 SO0441_MARKER: DB = BENCH MARK DISK
 SO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0441_STAMPING: E 87 1934
 SO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0441+STABILITY: SURFACE MOTION
 SO0441
 SO0441  HISTORY     - Date     Condition        Report By
 SO0441  HISTORY     - 1934     MONUMENTED       CGS
 SO0441  HISTORY     - 1958     MARK NOT FOUND   NGS
 SO0441  HISTORY     - 1964     MARK NOT FOUND   USGS
 SO0441
 SO0441                          STATION DESCRIPTION
 SO0441
 SO0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0441'5.5 MI S FROM KEENE.
 SO0441'5.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT KEENE,
 SO0441'MCKENZIE COUNTY, 3.0 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 22
 SO0441'AT A PLACE KNOWN LOCALLY AS JOHNSONS CORNER, 0.3 MILE SOUTHWEST OF A
 SO0441'SMALL CREEK, ON THE OUTSIDE OF A CURVE, ON THE NORTH SLOPE OF A LONG
 SO0441'HILL, AND 51 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET
 SO0441'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 SO0441
 SO0441                          STATION RECOVERY (1964)
 SO0441
 SO0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SO0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1048 ***********************************************************************
 SN1048  DESIGNATION -  E 88
 SN1048  PID         -  SN1048
 SN1048  STATE/COUNTY-  ND/MOUNTRAIL
 SN1048  USGS QUAD   -  WABEK (1980)
 SN1048
 SN1048                         *CURRENT SURVEY CONTROL
 SN1048  ___________________________________________________________________
 SN1048* NAD 83(1986)-  47 58 18.     (N)    101 57 28.     (W)     SCALED    
 SN1048* NAVD 88     -       619.449  (meters)    2032.31   (feet)  ADJUSTED  
 SN1048  ___________________________________________________________________
 SN1048  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SN1048  DYNAMIC HT  -         619.536 (meters)    2032.59  (feet)  COMP
 SN1048  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 SN1048
 SN1048  VERT ORDER  -  SECOND    CLASS 0
 SN1048
 SN1048.The horizontal coordinates were scaled from a topographic map and have
 SN1048.an estimated accuracy of +/- 6 seconds.
 SN1048
 SN1048.The orthometric height was determined by differential leveling
 SN1048.and adjusted by the National Geodetic Survey in June 1991..
 SN1048
 SN1048.The geoid height was determined by GEOID03.
 SN1048
 SN1048.The dynamic height is computed by dividing the NAVD 88
 SN1048.geopotential number by the normal gravity value computed on the
 SN1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1048.degrees latitude (g = 980.6199 gals.).
 SN1048
 SN1048.The modeled gravity was interpolated from observed gravity values.
 SN1048
 SN1048;                    North         East    Units  Estimated Accuracy
 SN1048;SPC ND N     -   109,060.      491,170.      MT  (+/- 180 meters Scaled)
 SN1048
 SN1048                          SUPERSEDED SURVEY CONTROL
 SN1048
 SN1048  NGVD 29 (??/??/92)  619.023  (m)         2030.91   (f) ADJ UNCH    2 0
 SN1048
 SN1048.Superseded values are not recommended for survey control.
 SN1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1048.See file dsdata.txt to determine how the superseded data were derived.
 SN1048
 SN1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU792173(NAD 83)
 SN1048_MARKER: DB = BENCH MARK DISK
 SN1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1048_STAMPING: E 88 1934
 SN1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1048+STABILITY: SURFACE MOTION
 SN1048
 SN1048  HISTORY     - Date     Condition        Report By
 SN1048  HISTORY     - 1934     MONUMENTED       CGS
 SN1048  HISTORY     - 1962     GOOD             NGS
 SN1048
 SN1048                          STATION DESCRIPTION
 SN1048
 SN1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1048'8.1 MI NW FROM MAKOTI.
 SN1048'8.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1048'MAKOTI, AT WABEK, AT A ROAD CROSSING, 35.5 FEET SOUTHEAST OF THE
 SN1048'CENTERLINE OF THE ROAD CROSSING, 34 FEET SOUTH OF THE SOUTH RAIL, 25
 SN1048'FEET WEST OF A POWER POLE, 28 FEET EAST OF THE CENTERLINE OF THE ROAD,
 SN1048'1 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK IN
 SN1048'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0946 ***********************************************************************
 TG0946  DESIGNATION -  E 89
 TG0946  PID         -  TG0946
 TG0946  STATE/COUNTY-  ND/BURKE
 TG0946  USGS QUAD   -  PORTAL (1949)
 TG0946
 TG0946                         *CURRENT SURVEY CONTROL
 TG0946  ___________________________________________________________________
 TG0946* NAD 83(1986)-  48 54 04.     (N)    102 34 03.     (W)     SCALED    
 TG0946* NAVD 88     -       595.775  (meters)    1954.64   (feet)  ADJUSTED  
 TG0946  ___________________________________________________________________
 TG0946  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TG0946  DYNAMIC HT  -         595.909 (meters)    1955.08  (feet)  COMP
 TG0946  MODELED GRAV-     980,815.0   (mgal)                       NAVD 88
 TG0946
 TG0946  VERT ORDER  -  SECOND    CLASS 0
 TG0946
 TG0946.The horizontal coordinates were scaled from a topographic map and have
 TG0946.an estimated accuracy of +/- 6 seconds.
 TG0946
 TG0946.The orthometric height was determined by differential leveling
 TG0946.and adjusted by the National Geodetic Survey in June 1991..
 TG0946
 TG0946.The geoid height was determined by GEOID03.
 TG0946
 TG0946.The dynamic height is computed by dividing the NAVD 88
 TG0946.geopotential number by the normal gravity value computed on the
 TG0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0946.degrees latitude (g = 980.6199 gals.).
 TG0946
 TG0946.The modeled gravity was interpolated from observed gravity values.
 TG0946
 TG0946;                    North         East    Units  Estimated Accuracy
 TG0946;SPC ND N     -   213,420.      448,430.      MT  (+/- 180 meters Scaled)
 TG0946
 TG0946                          SUPERSEDED SURVEY CONTROL
 TG0946
 TG0946  NGVD 29 (??/??/92)  595.338  (m)         1953.20   (f) ADJ UNCH    2 0
 TG0946
 TG0946.Superseded values are not recommended for survey control.
 TG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0946.See file dsdata.txt to determine how the superseded data were derived.
 TG0946
 TG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ782193(NAD 83)
 TG0946_MARKER: DB = BENCH MARK DISK
 TG0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0946_STAMPING: E 89 1934
 TG0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0946+STABILITY: SURFACE MOTION
 TG0946
 TG0946  HISTORY     - Date     Condition        Report By
 TG0946  HISTORY     - 1934     MONUMENTED       CGS
 TG0946  HISTORY     - 1935     GOOD             NGS
 TG0946
 TG0946                          STATION DESCRIPTION
 TG0946
 TG0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG0946'1.5 MI N FROM LIGNITE.
 TG0946'1.5 MILES NORTH ALONG A COUNTY ROAD FROM LIGNITE, BURKE COUNTY, AT THE
 TG0946'CROSSING OF THE SOO LINE RAILROAD, 1 MILE WEST OF THE RAILROAD
 TG0946'CROSSING OF STATE HIGHWAY 9, 53 FEET EAST OF THE CENTERLINE OF THE
 TG0946'ROAD, 43.5 FEET SOUTH OF THE SOUTH RAIL, 17 FEET EAST OF A
 TG0946'RIGHT-OF-WAY FENCE CORNER, AND 2.5 FEET NORTH OF THE FENCE.  A
 TG0946'STANDARD DISK, STAMPED E 89 1934 AND SET IN THE TOP OF A CONCRETE POST
 TG0946'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0352 ***********************************************************************
 QR0352  DESIGNATION -  E 9
 QR0352  PID         -  QR0352
 QR0352  STATE/COUNTY-  ND/EMMONS
 QR0352  USGS QUAD   -  ZEELAND NW (1978)
 QR0352
 QR0352                         *CURRENT SURVEY CONTROL
 QR0352  ___________________________________________________________________
 QR0352* NAD 83(1986)-  45 59 17.     (N)    099 52 50.     (W)     SCALED    
 QR0352* NAVD 88     -       598.189  (meters)    1962.56   (feet)  ADJUSTED  
 QR0352  ___________________________________________________________________
 QR0352  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 QR0352  DYNAMIC HT  -         598.157 (meters)    1962.45  (feet)  COMP
 QR0352  MODELED GRAV-     980,541.9   (mgal)                       NAVD 88
 QR0352
 QR0352  VERT ORDER  -  FIRST     CLASS II
 QR0352
 QR0352.The horizontal coordinates were scaled from a topographic map and have
 QR0352.an estimated accuracy of +/- 6 seconds.
 QR0352
 QR0352.The orthometric height was determined by differential leveling
 QR0352.and adjusted by the National Geodetic Survey in June 1991..
 QR0352
 QR0352.The geoid height was determined by GEOID03.
 QR0352
 QR0352.The dynamic height is computed by dividing the NAVD 88
 QR0352.geopotential number by the normal gravity value computed on the
 QR0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QR0352.degrees latitude (g = 980.6199 gals.).
 QR0352
 QR0352.The modeled gravity was interpolated from observed gravity values.
 QR0352
 QR0352;                    North         East    Units  Estimated Accuracy
 QR0352;SPC ND S     -    35,910.      648,000.      MT  (+/- 180 meters Scaled)
 QR0352
 QR0352                          SUPERSEDED SURVEY CONTROL
 QR0352
 QR0352  NGVD 29 (??/??/92)  597.781  (m)         1961.22   (f) ADJ UNCH    1 2
 QR0352
 QR0352.Superseded values are not recommended for survey control.
 QR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0352.See file dsdata.txt to determine how the superseded data were derived.
 QR0352
 QR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR318930(NAD 83)
 QR0352_MARKER: DB = BENCH MARK DISK
 QR0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QR0352_STAMPING: 1961.220 E 9 1927
 QR0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QR0352+STABILITY: SURFACE MOTION
 QR0352
 QR0352  HISTORY     - Date     Condition        Report By
 QR0352  HISTORY     - 1927     MONUMENTED       CGS
 QR0352  HISTORY     - 1957     GOOD             NGS
 QR0352
 QR0352                          STATION DESCRIPTION
 QR0352
 QR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 QR0352'2.5 MI NW FROM ZEELAND.
 QR0352'IN EMMONS COUNTY, ABOUT 2.5 MILES NORTHWEST ALONG THE CHICAGO,
 QR0352'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM ZEELAND, MC INTOSH
 QR0352'COUNTY, ABOUT 140 FEET NORTHWEST OF A ROAD CROSSING, 72 FEET
 QR0352'SOUTHEAST OF THE SECOND POLE NORTHWEST OF THE CROSSING, IN LINE
 QR0352'WITH THE ROW OF POLES, AND 42 FEET SOUTHWEST OF THE CENTER LINE
 QR0352'OF THE TRACK.  A STANDARD DISK, STAMPED 1961.220 E 9 1927 AND
 QR0352'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 QR0352'GROUND.
 QR0352
 QR0352                          STATION RECOVERY (1957)
 QR0352
 QR0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 QR0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1136 ***********************************************************************
 SN1136  DESIGNATION -  E 9 B 1
 SN1136  PID         -  SN1136
 SN1136  STATE/COUNTY-  ND/MCLEAN
 SN1136  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1136
 SN1136                         *CURRENT SURVEY CONTROL
 SN1136  ___________________________________________________________________
 SN1136* NAD 83(1986)-  47 41 32.     (N)    101 55 59.     (W)     SCALED    
 SN1136* NAVD 88     -       617.071  (meters)    2024.51   (feet)  ADJUSTED  
 SN1136  ___________________________________________________________________
 SN1136  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1136  DYNAMIC HT  -         617.137 (meters)    2024.72  (feet)  COMP
 SN1136  MODELED GRAV-     980,698.7   (mgal)                       NAVD 88
 SN1136
 SN1136  VERT ORDER  -  SECOND    CLASS 0
 SN1136
 SN1136.The horizontal coordinates were scaled from a topographic map and have
 SN1136.an estimated accuracy of +/- 6 seconds.
 SN1136
 SN1136.The orthometric height was determined by differential leveling
 SN1136.and adjusted by the National Geodetic Survey in June 1991..
 SN1136
 SN1136.The geoid height was determined by GEOID03.
 SN1136
 SN1136.The dynamic height is computed by dividing the NAVD 88
 SN1136.geopotential number by the normal gravity value computed on the
 SN1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1136.degrees latitude (g = 980.6199 gals.).
 SN1136
 SN1136.The modeled gravity was interpolated from observed gravity values.
 SN1136
 SN1136;                    North         East    Units  Estimated Accuracy
 SN1136;SPC ND N     -    77,960.      492,430.      MT  (+/- 180 meters Scaled)
 SN1136
 SN1136                          SUPERSEDED SURVEY CONTROL
 SN1136
 SN1136  NGVD 29 (??/??/92)  616.66   (m)         2023.2    (f) COMPUTED    2 0
 SN1136
 SN1136.Superseded values are not recommended for survey control.
 SN1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1136.See file dsdata.txt to determine how the superseded data were derived.
 SN1136
 SN1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT799862(NAD 83)
 SN1136_MARKER: Z = SEE DESCRIPTION
 SN1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1136_SP_SET: CONCRETE PEDESTAL
 SN1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1136
 SN1136  HISTORY     - Date     Condition        Report By
 SN1136  HISTORY     - UNK      MONUMENTED       DOD
 SN1136  HISTORY     - 1962     GOOD             NGS
 SN1136
 SN1136                          STATION DESCRIPTION
 SN1136
 SN1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1136'16.8 MI NW FROM EMMET.
 SN1136'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1136'EMMET, THENCE 12.0 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 SN1136'MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE WEST ALONG A DIRT
 SN1136'ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25 MILE EAST
 SN1136'ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 MILE NORTH-NORTHWEST ACROSS A
 SN1136'FIELD, ON THE CREST OF A SMALL HILL, 0.2 MILE NORTHEAST OF SITE E 9, A
 SN1136'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1135 ***********************************************************************
 SN1135  DESIGNATION -  E 9 B 2
 SN1135  PID         -  SN1135
 SN1135  STATE/COUNTY-  ND/MCLEAN
 SN1135  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1135
 SN1135                         *CURRENT SURVEY CONTROL
 SN1135  ___________________________________________________________________
 SN1135* NAD 83(1986)-  47 41 19.     (N)    101 55 50.     (W)     SCALED    
 SN1135* NAVD 88     -       616.609  (meters)    2022.99   (feet)  ADJUSTED  
 SN1135  ___________________________________________________________________
 SN1135  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 SN1135  DYNAMIC HT  -         616.674 (meters)    2023.20  (feet)  COMP
 SN1135  MODELED GRAV-     980,698.0   (mgal)                       NAVD 88
 SN1135
 SN1135  VERT ORDER  -  SECOND    CLASS 0
 SN1135
 SN1135.The horizontal coordinates were scaled from a topographic map and have
 SN1135.an estimated accuracy of +/- 6 seconds.
 SN1135
 SN1135.The orthometric height was determined by differential leveling
 SN1135.and adjusted by the National Geodetic Survey in June 1991..
 SN1135
 SN1135.The geoid height was determined by GEOID03.
 SN1135
 SN1135.The dynamic height is computed by dividing the NAVD 88
 SN1135.geopotential number by the normal gravity value computed on the
 SN1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1135.degrees latitude (g = 980.6199 gals.).
 SN1135
 SN1135.The modeled gravity was interpolated from observed gravity values.
 SN1135
 SN1135;                    North         East    Units  Estimated Accuracy
 SN1135;SPC ND N     -    77,560.      492,610.      MT  (+/- 180 meters Scaled)
 SN1135
 SN1135                          SUPERSEDED SURVEY CONTROL
 SN1135
 SN1135  NGVD 29 (??/??/92)  616.20   (m)         2021.6    (f) COMPUTED    2 0
 SN1135
 SN1135.Superseded values are not recommended for survey control.
 SN1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1135.See file dsdata.txt to determine how the superseded data were derived.
 SN1135
 SN1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT800858(NAD 83)
 SN1135_MARKER: DD = SURVEY DISK
 SN1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1135_SP_SET: CONCRETE PEDESTAL
 SN1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1135
 SN1135  HISTORY     - Date     Condition        Report By
 SN1135  HISTORY     - UNK      MONUMENTED       DOD
 SN1135  HISTORY     - 1962     GOOD             NGS
 SN1135
 SN1135                          STATION DESCRIPTION
 SN1135
 SN1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1135'16.6 MI NW FROM EMMET.
 SN1135'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1135'EMMET, THENCE 12.0 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 2.0
 SN1135'MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE WEST ALONG A DIRT
 SN1135'ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE 0.25 MILE EAST
 SN1135'ALONG A GRAVELED COUNTY ROAD, AT THE SOUTHWEST CORNER OF A FIELD, 0.2
 SN1135'MILE EAST OF THE ENTRANCE TO SITE E 9, 42 FEET NORTH OF THE CENTERLINE
 SN1135'OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1133 ***********************************************************************
 SN1133  DESIGNATION -  E 9 Z
 SN1133  PID         -  SN1133
 SN1133  STATE/COUNTY-  ND/MCLEAN
 SN1133  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1133
 SN1133                         *CURRENT SURVEY CONTROL
 SN1133  ___________________________________________________________________
 SN1133* NAD 83(1986)-  47 41 04.     (N)    101 56 09.     (W)     SCALED    
 SN1133* NAVD 88     -       616.645  (meters)    2023.11   (feet)  ADJUSTED  
 SN1133  ___________________________________________________________________
 SN1133  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1133  DYNAMIC HT  -         616.710 (meters)    2023.32  (feet)  COMP
 SN1133  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 SN1133
 SN1133  VERT ORDER  -  SECOND    CLASS 0
 SN1133
 SN1133.The horizontal coordinates were scaled from a topographic map and have
 SN1133.an estimated accuracy of +/- 6 seconds.
 SN1133
 SN1133.The orthometric height was determined by differential leveling
 SN1133.and adjusted by the National Geodetic Survey in June 1991..
 SN1133
 SN1133.The geoid height was determined by GEOID03.
 SN1133
 SN1133.The dynamic height is computed by dividing the NAVD 88
 SN1133.geopotential number by the normal gravity value computed on the
 SN1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1133.degrees latitude (g = 980.6199 gals.).
 SN1133
 SN1133.The modeled gravity was interpolated from observed gravity values.
 SN1133
 SN1133;                    North         East    Units  Estimated Accuracy
 SN1133;SPC ND N     -    77,100.      492,210.      MT  (+/- 180 meters Scaled)
 SN1133
 SN1133                          SUPERSEDED SURVEY CONTROL
 SN1133
 SN1133  NGVD 29 (??/??/92)  616.23   (m)         2021.7    (f) COMPUTED    2 0
 SN1133
 SN1133.Superseded values are not recommended for survey control.
 SN1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1133.See file dsdata.txt to determine how the superseded data were derived.
 SN1133
 SN1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT796854(NAD 83)
 SN1133_MARKER: DS = TRIANGULATION STATION DISK
 SN1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1133_STAMPING: E9Z 1962
 SN1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1133+STABILITY: SURFACE MOTION
 SN1133
 SN1133  HISTORY     - Date     Condition        Report By
 SN1133  HISTORY     - 1962     MONUMENTED       CGS
 SN1133
 SN1133                          STATION DESCRIPTION
 SN1133
 SN1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1133'16.1 MI NW FROM EMMET.
 SN1133'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1133'EMMET, THENCE 12.0 MILE WEST ALONG A GRAVELED ROAD, THENCE 2 MILE
 SN1133'NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE WEST ALONG A DIRT ROAD,
 SN1133'THENCE 0.75 MILE NORTH ALONG A DIRT ROAD, AT THE CREST OF A HILL AND
 SN1133'IN A FIELD, 107 FEET EAST OF THE CENTERLINE OF THE ROAD, 77 FEET EAST
 SN1133'OF A POWER POLE, 178 FEET NORTHEAST OF RM 1, 154 FEET SOUTHEAST OF RM
 SN1133'2, ABOUT 5 FEET HIGHER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE
 SN1133'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1132 ***********************************************************************
 SN1132  DESIGNATION -  E 9 Z RM 1
 SN1132  PID         -  SN1132
 SN1132  STATE/COUNTY-  ND/MCLEAN
 SN1132  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1132
 SN1132                         *CURRENT SURVEY CONTROL
 SN1132  ___________________________________________________________________
 SN1132* NAD 83(1986)-  47 41 03.     (N)    101 56 09.     (W)     SCALED    
 SN1132* NAVD 88     -       615.459  (meters)    2019.22   (feet)  ADJUSTED  
 SN1132  ___________________________________________________________________
 SN1132  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1132  DYNAMIC HT  -         615.524 (meters)    2019.43  (feet)  COMP
 SN1132  MODELED GRAV-     980,697.0   (mgal)                       NAVD 88
 SN1132
 SN1132  VERT ORDER  -  SECOND    CLASS 0
 SN1132
 SN1132.The horizontal coordinates were scaled from a topographic map and have
 SN1132.an estimated accuracy of +/- 6 seconds.
 SN1132
 SN1132.The orthometric height was determined by differential leveling
 SN1132.and adjusted by the National Geodetic Survey in June 1991..
 SN1132
 SN1132.The geoid height was determined by GEOID03.
 SN1132
 SN1132.The dynamic height is computed by dividing the NAVD 88
 SN1132.geopotential number by the normal gravity value computed on the
 SN1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1132.degrees latitude (g = 980.6199 gals.).
 SN1132
 SN1132.The modeled gravity was interpolated from observed gravity values.
 SN1132
 SN1132;                    North         East    Units  Estimated Accuracy
 SN1132;SPC ND N     -    77,070.      492,210.      MT  (+/- 180 meters Scaled)
 SN1132
 SN1132                          SUPERSEDED SURVEY CONTROL
 SN1132
 SN1132  NGVD 29 (??/??/92)  615.05   (m)         2017.9    (f) COMPUTED    2 0
 SN1132
 SN1132.Superseded values are not recommended for survey control.
 SN1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1132.See file dsdata.txt to determine how the superseded data were derived.
 SN1132
 SN1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT796853(NAD 83)
 SN1132_MARKER: DR = REFERENCE MARK DISK
 SN1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1132_STAMPING: E9Z NO 1 1962
 SN1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1132+STABILITY: SURFACE MOTION
 SN1132
 SN1132  HISTORY     - Date     Condition        Report By
 SN1132  HISTORY     - 1962     MONUMENTED       CGS
 SN1132
 SN1132                          STATION DESCRIPTION
 SN1132
 SN1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1132'16.1 MI NW FROM EMMET.
 SN1132'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1132'EMMET, THENCE 12 MILE WEST ALONG A GRAVELED ROAD, THENCE 2 MILE NORTH
 SN1132'ALONG A DIRT ROAD, THENCE 0.35 MILE WEST ALONG A DIRT ROAD, THENCE
 SN1132'0.75 MILE NORTH ALONG A DIRT ROAD, AT THE CREST OF A HILL, IN A FIELD,
 SN1132'178 FEET SOUTHWEST OF THE STATION MARK, 315 FEET SOUTH OF RM 2, 36.5
 SN1132'FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, A
 SN1132'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1134 ***********************************************************************
 SN1134  DESIGNATION -  E 9 Z RM 2
 SN1134  PID         -  SN1134
 SN1134  STATE/COUNTY-  ND/MCLEAN
 SN1134  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1134
 SN1134                         *CURRENT SURVEY CONTROL
 SN1134  ___________________________________________________________________
 SN1134* NAD 83(1986)-  47 41 05.     (N)    101 56 10.     (W)     SCALED    
 SN1134* NAVD 88     -       612.907  (meters)    2010.85   (feet)  ADJUSTED  
 SN1134  ___________________________________________________________________
 SN1134  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1134  DYNAMIC HT  -         612.972 (meters)    2011.06  (feet)  COMP
 SN1134  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 SN1134
 SN1134  VERT ORDER  -  SECOND    CLASS 0
 SN1134
 SN1134.The horizontal coordinates were scaled from a topographic map and have
 SN1134.an estimated accuracy of +/- 6 seconds.
 SN1134
 SN1134.The orthometric height was determined by differential leveling
 SN1134.and adjusted by the National Geodetic Survey in June 1991..
 SN1134
 SN1134.The geoid height was determined by GEOID03.
 SN1134
 SN1134.The dynamic height is computed by dividing the NAVD 88
 SN1134.geopotential number by the normal gravity value computed on the
 SN1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1134.degrees latitude (g = 980.6199 gals.).
 SN1134
 SN1134.The modeled gravity was interpolated from observed gravity values.
 SN1134
 SN1134;                    North         East    Units  Estimated Accuracy
 SN1134;SPC ND N     -    77,130.      492,190.      MT  (+/- 180 meters Scaled)
 SN1134
 SN1134                          SUPERSEDED SURVEY CONTROL
 SN1134
 SN1134  NGVD 29 (??/??/92)  612.49   (m)         2009.5    (f) COMPUTED    2 0
 SN1134
 SN1134.Superseded values are not recommended for survey control.
 SN1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1134.See file dsdata.txt to determine how the superseded data were derived.
 SN1134
 SN1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT796854(NAD 83)
 SN1134_MARKER: DR = REFERENCE MARK DISK
 SN1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1134_STAMPING: E9Z NO 2 1962
 SN1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1134+STABILITY: SURFACE MOTION
 SN1134
 SN1134  HISTORY     - Date     Condition        Report By
 SN1134  HISTORY     - 1962     MONUMENTED       CGS
 SN1134
 SN1134                          STATION DESCRIPTION
 SN1134
 SN1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1134'16.1 MI NW FROM EMMET.
 SN1134'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1134'EMMET, THENCE 12 MILE WEST ALONG A GRAVELED ROAD, THENCE 2 MILE NORTH
 SN1134'ALONG A DIRT ROAD, THENCE 0.35 MILE WEST ALONG A DIRT ROAD, THENCE
 SN1134'0.75 MILE NORTH ALONG A DIRT ROAD, AT THE CREST OF A HILL, IN A FIELD,
 SN1134'154 FEET NORTHWEST OF THE STATION MARK, 315 FEET NORTH OF RM 1, 37
 SN1134'FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 3 FEET LOWER THAN THE
 SN1134'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1048 ***********************************************************************
 TG1048  DESIGNATION -  E 90
 TG1048  PID         -  TG1048
 TG1048  STATE/COUNTY-  ND/DIVIDE
 TG1048  USGS QUAD   -  AMBROSE (1948)
 TG1048
 TG1048                         *CURRENT SURVEY CONTROL
 TG1048  ___________________________________________________________________
 TG1048* NAD 83(1986)-  48 57 23.     (N)    103 28 50.     (W)     SCALED    
 TG1048* NAVD 88     -       628.039  (meters)    2060.49   (feet)  ADJUSTED  
 TG1048  ___________________________________________________________________
 TG1048  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG1048  DYNAMIC HT  -         628.166 (meters)    2060.91  (feet)  COMP
 TG1048  MODELED GRAV-     980,791.4   (mgal)                       NAVD 88
 TG1048
 TG1048  VERT ORDER  -  SECOND    CLASS 0
 TG1048
 TG1048.The horizontal coordinates were scaled from a topographic map and have
 TG1048.an estimated accuracy of +/- 6 seconds.
 TG1048
 TG1048.The orthometric height was determined by differential leveling
 TG1048.and adjusted by the National Geodetic Survey in June 1991..
 TG1048
 TG1048.The geoid height was determined by GEOID03.
 TG1048
 TG1048.The dynamic height is computed by dividing the NAVD 88
 TG1048.geopotential number by the normal gravity value computed on the
 TG1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1048.degrees latitude (g = 980.6199 gals.).
 TG1048
 TG1048.The modeled gravity was interpolated from observed gravity values.
 TG1048
 TG1048;                    North         East    Units  Estimated Accuracy
 TG1048;SPC ND N     -   221,750.      381,760.      MT  (+/- 180 meters Scaled)
 TG1048
 TG1048                          SUPERSEDED SURVEY CONTROL
 TG1048
 TG1048  NGVD 29 (??/??/92)  627.554  (m)         2058.90   (f) ADJ UNCH    2 0
 TG1048
 TG1048.Superseded values are not recommended for survey control.
 TG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1048.See file dsdata.txt to determine how the superseded data were derived.
 TG1048
 TG1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ112237(NAD 83)
 TG1048_MARKER: DB = BENCH MARK DISK
 TG1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1048_STAMPING: E-90--1934
 TG1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1048+STABILITY: SURFACE MOTION
 TG1048
 TG1048  HISTORY     - Date     Condition        Report By
 TG1048  HISTORY     - 1934     MONUMENTED       CGS
 TG1048
 TG1048                          STATION DESCRIPTION
 TG1048
 TG1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1048'IN AMBROSE.
 TG1048'AT AMBROSE.  170 YARDS EAST OF THE MINNEAPOLIS ST. PAUL AND SAULT STE.
 TG1048'MARIE RAILWAY DEPOT.  85 YARDS SOUTHWEST OF SOUTHWEST CORNER OF
 TG1048'STOCKYARDS.  45 YARDS WEST OF WEST END OF RAILWAY WYE.  19.5 FEET
 TG1048'SOUTH OF SOUTH RAIL OF MAIN LINE OF TRACK.  15.5 FEET EAST OF A
 TG1048'TELEGRAPH POLE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 3
 TG1048'INCHES HIGH.  NOTE-- THE MSP AND SSM RR IS NOW THE SOO LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1063 ***********************************************************************
 TG1063  DESIGNATION -  E 91 RESET
 TG1063  PID         -  TG1063
 TG1063  STATE/COUNTY-  ND/DIVIDE
 TG1063  USGS QUAD   -  ALAMO NE (1948)
 TG1063
 TG1063                         *CURRENT SURVEY CONTROL
 TG1063  ___________________________________________________________________
 TG1063* NAD 83(1986)-  48 42 19.     (N)    103 19 12.     (W)     SCALED    
 TG1063* NAVD 88     -       678.73   (+/-2cm)    2226.8    (feet)  VERTCON   
 TG1063  ___________________________________________________________________
 TG1063  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TG1063
 TG1063  VERT ORDER  -  THIRD (See Below)
 TG1063
 TG1063.The horizontal coordinates were scaled from a topographic map and have
 TG1063.an estimated accuracy of +/- 6 seconds.
 TG1063
 TG1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1063.The vertical order pertains to the NGVD 29 superseded value.
 TG1063
 TG1063.The geoid height was determined by GEOID03.
 TG1063
 TG1063;                    North         East    Units  Estimated Accuracy
 TG1063;SPC ND N     -   193,400.      392,490.      MT  (+/- 180 meters Scaled)
 TG1063
 TG1063                          SUPERSEDED SURVEY CONTROL
 TG1063
 TG1063  NGVD 29 (11/04/04)  678.25   (m)         2225.2    (f) RESET       3  
 TG1063
 TG1063.Superseded values are not recommended for survey control.
 TG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1063.See file dsdata.txt to determine how the superseded data were derived.
 TG1063
 TG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP236960(NAD 83)
 TG1063_MARKER: DB = BENCH MARK DISK
 TG1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1063_STAMPING: E 91 RESET 1952
 TG1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1063+STABILITY: SURFACE MOTION
 TG1063
 TG1063  HISTORY     - Date     Condition        Report By
 TG1063  HISTORY     - 1952     MONUMENTED       NDHD
 TG1063
 TG1063                          STATION DESCRIPTION
 TG1063
 TG1063'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG1063'15.6 MI S FROM CROSBY.
 TG1063'15.6 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE COUNTY COURTHOUSE AT
 TG1063'CROSBY, DIVIDE COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 95
 TG1063'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHEAST OF A
 TG1063'POWER-TRANSMISSION LINE POLE, AND 5 FEET EAST OF A TELEPHONE POLE.  A
 TG1063'STANDARD DISK, STAMPED E 91 RESET 1952 AND SET IN THE TOP OF A
 TG1063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0416 ***********************************************************************
 SO0416  DESIGNATION -  E 92
 SO0416  PID         -  SO0416
 SO0416  STATE/COUNTY-  ND/DUNN
 SO0416  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0416
 SO0416                         *CURRENT SURVEY CONTROL
 SO0416  ___________________________________________________________________
 SO0416* NAD 83(1986)-  47 40 08.     (N)    102 49 17.     (W)     SCALED    
 SO0416* NAVD 88     -       749.410  (meters)    2458.69   (feet)  ADJUSTED  
 SO0416  ___________________________________________________________________
 SO0416  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0416  DYNAMIC HT  -         749.474 (meters)    2458.90  (feet)  COMP
 SO0416  MODELED GRAV-     980,671.8   (mgal)                       NAVD 88
 SO0416
 SO0416  VERT ORDER  -  SECOND    CLASS 0
 SO0416
 SO0416.The horizontal coordinates were scaled from a topographic map and have
 SO0416.an estimated accuracy of +/- 6 seconds.
 SO0416
 SO0416.The orthometric height was determined by differential leveling
 SO0416.and adjusted by the National Geodetic Survey in June 1991..
 SO0416
 SO0416.The geoid height was determined by GEOID03.
 SO0416
 SO0416.The dynamic height is computed by dividing the NAVD 88
 SO0416.geopotential number by the normal gravity value computed on the
 SO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0416.degrees latitude (g = 980.6199 gals.).
 SO0416
 SO0416.The modeled gravity was interpolated from observed gravity values.
 SO0416
 SO0416;                    North         East    Units  Estimated Accuracy
 SO0416;SPC ND S     -   225,150.      425,680.      MT  (+/- 180 meters Scaled)
 SO0416
 SO0416                          SUPERSEDED SURVEY CONTROL
 SO0416
 SO0416  NGVD 29 (??/??/92)  748.914  (m)         2457.06   (f) ADJ UNCH    2 0
 SO0416
 SO0416.Superseded values are not recommended for survey control.
 SO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0416.See file dsdata.txt to determine how the superseded data were derived.
 SO0416
 SO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN635817(NAD 83)
 SO0416_MARKER: DB = BENCH MARK DISK
 SO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0416_STAMPING: E-92 1934
 SO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0416+STABILITY: SURFACE MOTION
 SO0416
 SO0416  HISTORY     - Date     Condition        Report By
 SO0416  HISTORY     - 1934     MONUMENTED       CGS
 SO0416  HISTORY     - 1940     GOOD             NGS
 SO0416
 SO0416                          STATION DESCRIPTION
 SO0416
 SO0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0416'10.1 MI S FROM CROFF.
 SO0416'IN DUNN COUNTY, 10.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST
 SO0416'OFFICE AT CROFF, MCKENZIE COUNTY, AT THE BEGINNING OF THE BREAKS AT
 SO0416'THE EDGE OF THE TABLE LAND, ABOUT 90 YARDS NORTH OF THE JUNCTION WITH
 SO0416'THE LOWER DRIVE LEADING WEST TO A RANCH, 79 FEET NORTH OF THE CENTER
 SO0416'LINE OF THE UPPER DRIVE TO THE RANCH, AT A CATTLE GUARD AND WIRE GATE,
 SO0416'65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTH OF THE
 SO0416'CROSS FENCE AND 1.5 FEET EAST OF A WHITE WOODEN POST STENCILED
 SO0416'U.S.B.M.  A STANDARD DISK STAMPED E-92 1934 AND SET IN THE TOP OF A
 SO0416'CONCRETE POST 0.6 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0609 ***********************************************************************
 SO0609  DESIGNATION -  E 93
 SO0609  PID         -  SO0609
 SO0609  STATE/COUNTY-  ND/MCKENZIE
 SO0609  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0609
 SO0609                         *CURRENT SURVEY CONTROL
 SO0609  ___________________________________________________________________
 SO0609* NAD 83(1986)-  47 52 37.     (N)    103 38 51.     (W)     SCALED    
 SO0609* NAVD 88     -       684.457  (meters)    2245.59   (feet)  ADJUSTED  
 SO0609  ___________________________________________________________________
 SO0609  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0609  DYNAMIC HT  -         684.524 (meters)    2245.81  (feet)  COMP
 SO0609  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SO0609
 SO0609  VERT ORDER  -  SECOND    CLASS 0
 SO0609
 SO0609.The horizontal coordinates were scaled from a topographic map and have
 SO0609.an estimated accuracy of +/- 6 seconds.
 SO0609
 SO0609.The orthometric height was determined by differential leveling
 SO0609.and adjusted by the National Geodetic Survey in June 1991..
 SO0609
 SO0609.The geoid height was determined by GEOID03.
 SO0609
 SO0609.The dynamic height is computed by dividing the NAVD 88
 SO0609.geopotential number by the normal gravity value computed on the
 SO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0609.degrees latitude (g = 980.6199 gals.).
 SO0609
 SO0609.The modeled gravity was interpolated from observed gravity values.
 SO0609
 SO0609;                    North         East    Units  Estimated Accuracy
 SO0609;SPC ND N     -   102,310.      364,640.      MT  (+/- 180 meters Scaled)
 SO0609
 SO0609                          SUPERSEDED SURVEY CONTROL
 SO0609
 SO0609  NGVD 29 (??/??/92)  683.92   (m)         2243.8    (f) COMPUTED    2 0
 SO0609
 SO0609.Superseded values are not recommended for survey control.
 SO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0609.See file dsdata.txt to determine how the superseded data were derived.
 SO0609
 SO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP011035(NAD 83)
 SO0609_MARKER: DB = BENCH MARK DISK
 SO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0609_STAMPING: E-93 -- 1934
 SO0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0609+STABILITY: SURFACE MOTION
 SO0609
 SO0609  HISTORY     - Date     Condition        Report By
 SO0609  HISTORY     - 1934     MONUMENTED       CGS
 SO0609
 SO0609                          STATION DESCRIPTION
 SO0609
 SO0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0609'3.0 MI N FROM ALEXANDER.
 SO0609'3.0 MILES NORTH OF, ALONG U.S. HIGHWAY 85.  3.0 MILES NORTH OF THE
 SO0609'GREAT NORTHERN RAILWAY DEPOT AT ALEXANDER.  67 FEET SOUTHEAST OF
 SO0609'JUNCTION OF STATE HWY. 23 AND U.S. HWY. 85.  37 FEET EAST OF CENTER
 SO0609'LINE OF U. S. HWY. 85.  30 FEET SOUTH OF CENTER LINE OF STATE HWY. 23.
 SO0609'16.5 FEET SOUTHEAST OF SOUTH END OF 18 INCH CORRUGATED STEEL CULVERT.
 SO0609'A STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0611 ***********************************************************************
 SO0611  DESIGNATION -  E 93 RESET
 SO0611  PID         -  SO0611
 SO0611  STATE/COUNTY-  ND/MCKENZIE
 SO0611  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0611
 SO0611                         *CURRENT SURVEY CONTROL
 SO0611  ___________________________________________________________________
 SO0611* NAD 83(1986)-  47 52 37.     (N)    103 38 52.     (W)     SCALED    
 SO0611* NAVD 88     -       685.330  (meters)    2248.45   (feet)  ADJUSTED  
 SO0611  ___________________________________________________________________
 SO0611  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0611  DYNAMIC HT  -         685.397 (meters)    2248.67  (feet)  COMP
 SO0611  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SO0611
 SO0611  VERT ORDER  -  FIRST     CLASS II
 SO0611
 SO0611.The horizontal coordinates were scaled from a topographic map and have
 SO0611.an estimated accuracy of +/- 6 seconds.
 SO0611
 SO0611.The orthometric height was determined by differential leveling
 SO0611.and adjusted by the National Geodetic Survey in June 1991..
 SO0611
 SO0611.The geoid height was determined by GEOID03.
 SO0611
 SO0611.The dynamic height is computed by dividing the NAVD 88
 SO0611.geopotential number by the normal gravity value computed on the
 SO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0611.degrees latitude (g = 980.6199 gals.).
 SO0611
 SO0611.The modeled gravity was interpolated from observed gravity values.
 SO0611
 SO0611;                    North         East    Units  Estimated Accuracy
 SO0611;SPC ND N     -   102,310.      364,620.      MT  (+/- 180 meters Scaled)
 SO0611
 SO0611                          SUPERSEDED SURVEY CONTROL
 SO0611
 SO0611.No superseded survey control is available for this station.
 SO0611
 SO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP011035(NAD 83)
 SO0611_MARKER: DB = BENCH MARK DISK
 SO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0611_STAMPING: E 93 RESET 1968
 SO0611_MARK LOGO: CGS   
 SO0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0611+STABILITY: SURFACE MOTION
 SO0611
 SO0611  HISTORY     - Date     Condition        Report By
 SO0611  HISTORY     - 1968     MONUMENTED       CGS
 SO0611  HISTORY     - 1981     GOOD             NGS
 SO0611
 SO0611                          STATION DESCRIPTION
 SO0611
 SO0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SO0611'3 MI N FROM ALEXANDER.
 SO0611'ABOUT 3.0 MILES NORTH ALONG U.S. HIGHWAY NO. 85 FROM THE GREAT
 SO0611'NORTHERN RAILWAY STATION IS ALEXANDER, MCKENZIE COUNTY, 103 FEET
 SO0611'EAST-SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY NO. 85 AND STATE
 SO0611'ROUTE 23, 98 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY NO. 85, 42
 SO0611'FEET SOUTH OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT NORTH OF A STEEL
 SO0611'WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 SO0611'AND STAMPED E 93 RESET 1968.  THE MARK PROJECTS 3 INCHES.
 SO0611
 SO0611                          STATION RECOVERY (1981)
 SO0611
 SO0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SO0611'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 SO0611'THAT THE MARK MAY BE DESTROYED BY HIGHWAY CONSTRUCTION IN THE NEAR
 SO0611'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0590 ***********************************************************************
 SO0590  DESIGNATION -  E 94
 SO0590  PID         -  SO0590
 SO0590  STATE/COUNTY-  ND/MCKENZIE
 SO0590  USGS QUAD   -  SQUAW GAP (1974)
 SO0590
 SO0590                         *CURRENT SURVEY CONTROL
 SO0590  ___________________________________________________________________
 SO0590* NAD 83(1986)-  47 24 03.     (N)    103 57 54.     (W)     SCALED    
 SO0590* NAVD 88     -       730.052  (meters)    2395.18   (feet)  ADJUSTED  
 SO0590  ___________________________________________________________________
 SO0590  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 SO0590  DYNAMIC HT  -         730.091 (meters)    2395.31  (feet)  COMP
 SO0590  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 SO0590
 SO0590  VERT ORDER  -  SECOND    CLASS 0
 SO0590
 SO0590.The horizontal coordinates were scaled from a topographic map and have
 SO0590.an estimated accuracy of +/- 6 seconds.
 SO0590
 SO0590.The orthometric height was determined by differential leveling
 SO0590.and adjusted by the National Geodetic Survey in June 1991..
 SO0590
 SO0590.The geoid height was determined by GEOID03.
 SO0590
 SO0590.The dynamic height is computed by dividing the NAVD 88
 SO0590.geopotential number by the normal gravity value computed on the
 SO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0590.degrees latitude (g = 980.6199 gals.).
 SO0590
 SO0590.The modeled gravity was interpolated from observed gravity values.
 SO0590
 SO0590;                    North         East    Units  Estimated Accuracy
 SO0590;SPC ND N     -    50,450.      338,530.      MT  (+/- 180 meters Scaled)
 SO0590
 SO0590                          SUPERSEDED SURVEY CONTROL
 SO0590
 SO0590  NGVD 29 (??/??/92)  729.473  (m)         2393.28   (f) ADJ UNCH    2 0
 SO0590
 SO0590.Superseded values are not recommended for survey control.
 SO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0590.See file dsdata.txt to determine how the superseded data were derived.
 SO0590
 SO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN780502(NAD 83)
 SO0590_MARKER: DB = BENCH MARK DISK
 SO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0590_STAMPING: E 94 1934
 SO0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0590+STABILITY: SURFACE MOTION
 SO0590
 SO0590  HISTORY     - Date     Condition        Report By
 SO0590  HISTORY     - 1934     MONUMENTED       CGS
 SO0590  HISTORY     - 1938     GOOD             NGS
 SO0590  HISTORY     - 1974     MARK NOT FOUND   USGS
 SO0590
 SO0590                          STATION DESCRIPTION
 SO0590
 SO0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0590'41.8 MI S FROM ALEXANDER.
 SO0590'IN MCKENZIE COUNTY, 41.8 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE
 SO0590'GREAT NORTHERN RAILWAY STATION AT ALEXANDER, MCKENZIE COUNTY, 41.8
 SO0590'MILES NORTH OF THE COUNTY COURTHOUSE AT BEACH, GOLDEN VALLEY COUNTY,
 SO0590'34 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF THE
 SO0590'CORNER POST OF A SECTION-LINE FENCE, AND 2 FEET SOUTH OF THE FENCE,
 SO0590'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 SO0590'GROUND.  NOTE-- ROAD HAS BEEN REBUILT.
 SO0590
 SO0590                          STATION RECOVERY (1974)
 SO0590
 SO0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SO0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0303 ***********************************************************************
 SO0303  DESIGNATION -  E 95
 SO0303  PID         -  SO0303
 SO0303  STATE/COUNTY-  ND/DUNN
 SO0303  USGS QUAD   -  HALLIDAY (1973)
 SO0303
 SO0303                         *CURRENT SURVEY CONTROL
 SO0303  ___________________________________________________________________
 SO0303* NAD 83(1986)-  47 16 13.     (N)    102 20 05.     (W)     SCALED    
 SO0303* NAVD 88     -       698.497  (meters)    2291.65   (feet)  ADJUSTED  
 SO0303  ___________________________________________________________________
 SO0303  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SO0303  DYNAMIC HT  -         698.536 (meters)    2291.78  (feet)  COMP
 SO0303  MODELED GRAV-     980,645.2   (mgal)                       NAVD 88
 SO0303
 SO0303  VERT ORDER  -  SECOND    CLASS 0
 SO0303
 SO0303.The horizontal coordinates were scaled from a topographic map and have
 SO0303.an estimated accuracy of +/- 6 seconds.
 SO0303
 SO0303.The orthometric height was determined by differential leveling
 SO0303.and adjusted by the National Geodetic Survey in June 1991..
 SO0303.WARNING-Repeat measurements at this control monument indicate possible
 SO0303.vertical movement.
 SO0303
 SO0303.The geoid height was determined by GEOID03.
 SO0303
 SO0303.The dynamic height is computed by dividing the NAVD 88
 SO0303.geopotential number by the normal gravity value computed on the
 SO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0303.degrees latitude (g = 980.6199 gals.).
 SO0303
 SO0303.The modeled gravity was interpolated from observed gravity values.
 SO0303
 SO0303;                    North         East    Units  Estimated Accuracy
 SO0303;SPC ND S     -   179,880.      461,180.      MT  (+/- 180 meters Scaled)
 SO0303
 SO0303                          SUPERSEDED SURVEY CONTROL
 SO0303
 SO0303  NGVD 29 (??/??/92)  698.035  (m)         2290.14   (f) ADJ UNCH    2 0
 SO0303
 SO0303.Superseded values are not recommended for survey control.
 SO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0303.See file dsdata.txt to determine how the superseded data were derived.
 SO0303
 SO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016386(NAD 83)
 SO0303_MARKER: DB = BENCH MARK DISK
 SO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0303_STAMPING: E 95 1934
 SO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0303+STABILITY: SURFACE MOTION
 SO0303
 SO0303  HISTORY     - Date     Condition        Report By
 SO0303  HISTORY     - 1934     MONUMENTED       CGS
 SO0303  HISTORY     - 1958     GOOD             NGS
 SO0303  HISTORY     - 1961     GOOD             NGS
 SO0303
 SO0303                          STATION DESCRIPTION
 SO0303
 SO0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0303'6.0 MI S FROM HALLIDAY.
 SO0303'ABOUT 0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0303'STATION AT HALLIDAY, THENCE ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY
 SO0303'8, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAYS 8 AND 7, ABOUT
 SO0303'3.0 MILES SOUTH ALONG STATE HIGHWAY 8, ON THE SOUTH SLOPE OF A HILL,
 SO0303'42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET SOUTH OF THE
 SO0303'CENTER LINE OF AN EAST-WEST ROAD, 31 FEET SOUTH OF A FENCE CORNER, 1
 SO0303'1/2 FEET WEST OF A FENCE, 2 FEET NORTH OF A CONCRETE WITNESS POST,
 SO0303'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST 6
 SO0303'INCHES BELOW THE GROUND.  NOTE-- MARK IS 2 FEET NORTH OF A CONCRETE
 SO0303'POST WITH THE LETTERS USBM CAST IN THE CONCRETE.
 SO0303
 SO0303                          STATION RECOVERY (1961)
 SO0303
 SO0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SO0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0304 ***********************************************************************
 SO0304  DESIGNATION -  E 95 RESET
 SO0304  PID         -  SO0304
 SO0304  STATE/COUNTY-  ND/DUNN
 SO0304  USGS QUAD   -  HALLIDAY (1973)
 SO0304
 SO0304                         *CURRENT SURVEY CONTROL
 SO0304  ___________________________________________________________________
 SO0304* NAD 83(1986)-  47 16 13.     (N)    102 20 05.     (W)     SCALED    
 SO0304* NAVD 88     -       700.09   (+/-2cm)    2296.9    (feet)  VERTCON   
 SO0304  ___________________________________________________________________
 SO0304  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SO0304
 SO0304  VERT ORDER  -  THIRD (See Below)
 SO0304
 SO0304.The horizontal coordinates were scaled from a topographic map and have
 SO0304.an estimated accuracy of +/- 6 seconds.
 SO0304
 SO0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0304.The vertical order pertains to the NGVD 29 superseded value.
 SO0304
 SO0304.The geoid height was determined by GEOID03.
 SO0304
 SO0304;                    North         East    Units  Estimated Accuracy
 SO0304;SPC ND S     -   179,880.      461,180.      MT  (+/- 180 meters Scaled)
 SO0304
 SO0304                          SUPERSEDED SURVEY CONTROL
 SO0304
 SO0304  NGVD 29 (??/??/??)  699.63   (m)         2295.4    (f) RESET       3  
 SO0304
 SO0304.Superseded values are not recommended for survey control.
 SO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0304.See file dsdata.txt to determine how the superseded data were derived.
 SO0304
 SO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016386(NAD 83)
 SO0304_MARKER: DB = BENCH MARK DISK
 SO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0304_STAMPING: E 95 RESET 1964
 SO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0304+STABILITY: SURFACE MOTION
 SO0304
 SO0304  HISTORY     - Date     Condition        Report By
 SO0304  HISTORY     - 1964     MONUMENTED       CGS
 SO0304
 SO0304                          STATION DESCRIPTION
 SO0304
 SO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0304'5.9 MI S FROM HALLIDAY.
 SO0304'5.9 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE NORTHERN PACIFIC
 SO0304'RAILROAD STATION AT HALLIDAY, DUNN COUNTY, 3 MILES SOUTH ALONG STATE
 SO0304'HIGHWAY 8 FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 7 AND 8, IN THE
 SO0304'SOUTHEAST ANGLE OF DIM CROSSING OF SECTION-LINE ROAD, ABOUT 100 FEET
 SO0304'EAST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE
 SO0304'OF TRACK ROAD AND 1.5 FEET WEST OF A CONCRETE POST WITH LETTERS USBM
 SO0304'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0030 ***********************************************************************
 RS0030  DESIGNATION -  E 96
 RS0030  PID         -  RS0030
 RS0030  STATE/COUNTY-  ND/HETTINGER
 RS0030  USGS QUAD   -  WHITE BUTTE EAST (1960)
 RS0030
 RS0030                         *CURRENT SURVEY CONTROL
 RS0030  ___________________________________________________________________
 RS0030* NAD 83(1986)-  46 34 26.     (N)    102 19 06.     (W)     SCALED    
 RS0030* NAVD 88     -       737.944  (meters)    2421.07   (feet)  ADJUSTED  
 RS0030  ___________________________________________________________________
 RS0030  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RS0030  DYNAMIC HT  -         737.907 (meters)    2420.95  (feet)  COMP
 RS0030  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 RS0030
 RS0030  VERT ORDER  -  SECOND    CLASS 0
 RS0030
 RS0030.The horizontal coordinates were scaled from a topographic map and have
 RS0030.an estimated accuracy of +/- 6 seconds.
 RS0030
 RS0030.The orthometric height was determined by differential leveling
 RS0030.and adjusted by the National Geodetic Survey in June 1991..
 RS0030
 RS0030.The geoid height was determined by GEOID03.
 RS0030
 RS0030.The dynamic height is computed by dividing the NAVD 88
 RS0030.geopotential number by the normal gravity value computed on the
 RS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0030.degrees latitude (g = 980.6199 gals.).
 RS0030
 RS0030.The modeled gravity was interpolated from observed gravity values.
 RS0030
 RS0030;                    North         East    Units  Estimated Accuracy
 RS0030;SPC ND S     -   102,460.      460,630.      MT  (+/- 180 meters Scaled)
 RS0030
 RS0030                          SUPERSEDED SURVEY CONTROL
 RS0030
 RS0030  NGVD 29 (??/??/92)  737.410  (m)         2419.32   (f) ADJ UNCH    2 0
 RS0030
 RS0030.Superseded values are not recommended for survey control.
 RS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0030.See file dsdata.txt to determine how the superseded data were derived.
 RS0030
 RS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM054613(NAD 83)
 RS0030_MARKER: DB = BENCH MARK DISK
 RS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0030_STAMPING: E-96 -- 1934
 RS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0030+STABILITY: SURFACE MOTION
 RS0030
 RS0030  HISTORY     - Date     Condition        Report By
 RS0030  HISTORY     - 1934     MONUMENTED       CGS
 RS0030
 RS0030                          STATION DESCRIPTION
 RS0030
 RS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0030'14.4 MI N FROM MOTT.
 RS0030'14.4 MILES NORTH OF THE POST OFFICE AT MOTT. 44 FEET SOUTH OF
 RS0030'CENTERLINE OF A GRADED COUNTY ROAD CROSSING STATE HWY. 8, 43 FEET EAST
 RS0030'OF CENTERLINE OF HIGHWAY. 8 FEET SOUTH OF CORNER POST AND 1 FOOT WEST
 RS0030'OF FENCE LINE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES
 RS0030'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0031 ***********************************************************************
 RS0031  DESIGNATION -  E 96 RESET
 RS0031  PID         -  RS0031
 RS0031  STATE/COUNTY-  ND/HETTINGER
 RS0031  USGS QUAD   -  WHITE BUTTE EAST (1960)
 RS0031
 RS0031                         *CURRENT SURVEY CONTROL
 RS0031  ___________________________________________________________________
 RS0031* NAD 83(1986)-  46 34 27.     (N)    102 19 06.     (W)     SCALED    
 RS0031* NAVD 88     -       737.57   (+/-2cm)    2419.8    (feet)  VERTCON   
 RS0031  ___________________________________________________________________
 RS0031  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 RS0031
 RS0031  VERT ORDER  -  THIRD (See Below)
 RS0031
 RS0031.The horizontal coordinates were scaled from a topographic map and have
 RS0031.an estimated accuracy of +/- 6 seconds.
 RS0031
 RS0031.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0031.The vertical order pertains to the NGVD 29 superseded value.
 RS0031
 RS0031.The geoid height was determined by GEOID03.
 RS0031
 RS0031;                    North         East    Units  Estimated Accuracy
 RS0031;SPC ND S     -   102,490.      460,630.      MT  (+/- 180 meters Scaled)
 RS0031
 RS0031                          SUPERSEDED SURVEY CONTROL
 RS0031
 RS0031  NGVD 29 (11/04/04)  737.04   (m)         2418.1    (f) RESET       3  
 RS0031
 RS0031.Superseded values are not recommended for survey control.
 RS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0031.See file dsdata.txt to determine how the superseded data were derived.
 RS0031
 RS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM054613(NAD 83)
 RS0031_MARKER: DB = BENCH MARK DISK
 RS0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0031_STAMPING: E 96 RESET 1961
 RS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0031+STABILITY: SURFACE MOTION
 RS0031
 RS0031  HISTORY     - Date     Condition        Report By
 RS0031  HISTORY     - 1961     MONUMENTED       CGS
 RS0031
 RS0031                          STATION DESCRIPTION
 RS0031
 RS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RS0031'14.4 MI N FROM MOTT.
 RS0031'THIS MARK IS LOCATED 14.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE
 RS0031'POST OFFICE AT MOTT, AT THE COLGROVE SCHOOL, 118 FEET EAST OF THE
 RS0031'CENTERLINE OF THE HIGHWAY, 73 FEET NORTHWEST OF THE NORTHWEST CORNER
 RS0031'OF THE SCHOOL HOUSE AND 1 FOOT SOUTH OF THE EAST-WEST SECTION-LINE
 RS0031'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0072 ***********************************************************************
 RS0072  DESIGNATION -  E 97
 RS0072  PID         -  RS0072
 RS0072  STATE/COUNTY-  ND/ADAMS
 RS0072  USGS QUAD   -  BARTHS BUTTE (1974)
 RS0072
 RS0072                         *CURRENT SURVEY CONTROL
 RS0072  ___________________________________________________________________
 RS0072* NAD 83(1986)-  46 01 54.     (N)    102 16 07.     (W)     SCALED    
 RS0072* NAVD 88     -       765.308  (meters)    2510.85   (feet)  ADJUSTED  
 RS0072  ___________________________________________________________________
 RS0072  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 RS0072  DYNAMIC HT  -         765.227 (meters)    2510.58  (feet)  COMP
 RS0072  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 RS0072
 RS0072  VERT ORDER  -  SECOND    CLASS 0
 RS0072
 RS0072.The horizontal coordinates were scaled from a topographic map and have
 RS0072.an estimated accuracy of +/- 6 seconds.
 RS0072
 RS0072.The orthometric height was determined by differential leveling
 RS0072.and adjusted by the National Geodetic Survey in June 1991..
 RS0072
 RS0072.The geoid height was determined by GEOID03.
 RS0072
 RS0072.The dynamic height is computed by dividing the NAVD 88
 RS0072.geopotential number by the normal gravity value computed on the
 RS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0072.degrees latitude (g = 980.6199 gals.).
 RS0072
 RS0072.The modeled gravity was interpolated from observed gravity values.
 RS0072
 RS0072;                    North         East    Units  Estimated Accuracy
 RS0072;SPC ND S     -    42,110.      463,080.      MT  (+/- 180 meters Scaled)
 RS0072
 RS0072                          SUPERSEDED SURVEY CONTROL
 RS0072
 RS0072  NGVD 29 (??/??/92)  764.809  (m)         2509.21   (f) ADJ UNCH    2 0
 RS0072
 RS0072.Superseded values are not recommended for survey control.
 RS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0072.See file dsdata.txt to determine how the superseded data were derived.
 RS0072
 RS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM113011(NAD 83)
 RS0072_MARKER: DB = BENCH MARK DISK
 RS0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0072_STAMPING: E-97 -- 1934
 RS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0072+STABILITY: SURFACE MOTION
 RS0072
 RS0072  HISTORY     - Date     Condition        Report By
 RS0072  HISTORY     - 1934     MONUMENTED       CGS
 RS0072  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0072
 RS0072                          STATION DESCRIPTION
 RS0072
 RS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0072'6.5 MI N FROM PETREL.
 RS0072'6.5 MILES NORTH ALONG A GRADED COUNTY ROAD (OLD STATE HIGHWAY 8) FROM
 RS0072'THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD STATION AT
 RS0072'PETREL, ADAMS COUNTY, 5.9 MILES NORTH OF THE RAILROAD CROSSING, AT A
 RS0072'ROAD INTERSECTION, 73 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 RS0072'18 FEET NORTH OF THE CENTER LINE OF THE SECTION-LINE ROAD, 43.5 FEET
 RS0072'EAST OF A FENCE CORNER, AND 1.5 FEET SOUTH OF THE FENCE.  A STANDARD
 RS0072'DISK, STAMPED E 97 1934 AND SET IN THE TOP OF A CONCRETE POST
 RS0072'PROJECTING 6 INCHES ABOVE GROUND.
 RS0072
 RS0072                          STATION RECOVERY (1974)
 RS0072
 RS0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0239 ***********************************************************************
 RS0239  DESIGNATION -  E 98
 RS0239  PID         -  RS0239
 RS0239  STATE/COUNTY-  ND/SLOPE
 RS0239  USGS QUAD   -  SPRING CREEK (1980)
 RS0239
 RS0239                         *CURRENT SURVEY CONTROL
 RS0239  ___________________________________________________________________
 RS0239* NAD 83(1986)-  46 37 12.     (N)    103 41 56.     (W)     SCALED    
 RS0239* NAVD 88     -       818.546  (meters)    2685.51   (feet)  ADJUSTED  
 RS0239  ___________________________________________________________________
 RS0239  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 RS0239  DYNAMIC HT  -         818.509 (meters)    2685.39  (feet)  COMP
 RS0239  MODELED GRAV-     980,541.8   (mgal)                       NAVD 88
 RS0239
 RS0239  VERT ORDER  -  SECOND    CLASS 0
 RS0239
 RS0239.The horizontal coordinates were scaled from a topographic map and have
 RS0239.an estimated accuracy of +/- 6 seconds.
 RS0239
 RS0239.The orthometric height was determined by differential leveling
 RS0239.and adjusted by the National Geodetic Survey in June 1991..
 RS0239
 RS0239.The geoid height was determined by GEOID03.
 RS0239
 RS0239.The dynamic height is computed by dividing the NAVD 88
 RS0239.geopotential number by the normal gravity value computed on the
 RS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0239.degrees latitude (g = 980.6199 gals.).
 RS0239
 RS0239.The modeled gravity was interpolated from observed gravity values.
 RS0239
 RS0239;                    North         East    Units  Estimated Accuracy
 RS0239;SPC ND S     -   110,960.      355,070.      MT  (+/- 180 meters Scaled)
 RS0239
 RS0239                          SUPERSEDED SURVEY CONTROL
 RS0239
 RS0239  NGVD 29 (??/??/92)  818.013  (m)         2683.76   (f) ADJ UNCH    2 0
 RS0239
 RS0239.Superseded values are not recommended for survey control.
 RS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0239.See file dsdata.txt to determine how the superseded data were derived.
 RS0239
 RS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM996637(NAD 83)
 RS0239_MARKER: DB = BENCH MARK DISK
 RS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0239_STAMPING: E 98 1934
 RS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0239+STABILITY: SURFACE MOTION
 RS0239
 RS0239  HISTORY     - Date     Condition        Report By
 RS0239  HISTORY     - 1934     MONUMENTED       CGS
 RS0239  HISTORY     - 1974     GOOD             USGS
 RS0239
 RS0239                          STATION DESCRIPTION
 RS0239
 RS0239'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0239'37.1 MI NE FROM MARMARTH.
 RS0239'ABOUT 30.3 MI S ALONG RIVER RD TO MARMARTH FROM MEDORA 0.8 MI E ALONG
 RS0239'U.S. HWY NO. 12, THENCE 36.3 N AND E ALONG RDS FROM TO SEC 2, T 136 N,
 RS0239'R 104 W.  ABOUT 500 FT W OF THE E 1/4 COR OF THE SEC, 17 FT E OF AN
 RS0239'ABDN RD AND 4.0 FT S OF THE 1/4 SECTIONLINE FENCE.  SET IN THE TOP OF
 RS0239'A CONC POST PROJECTING 0.4 FT, A STD DISK STAMPED E 98 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0080 ***********************************************************************
 RS0080  DESIGNATION -  E 99
 RS0080  PID         -  RS0080
 RS0080  STATE/COUNTY-  ND/HETTINGER
 RS0080  USGS QUAD   -  REGENT (1966)
 RS0080
 RS0080                         *CURRENT SURVEY CONTROL
 RS0080  ___________________________________________________________________
 RS0080* NAD 83(1986)-  46 25 48.     (N)    102 35 32.     (W)     SCALED    
 RS0080* NAVD 88     -       750.271  (meters)    2461.51   (feet)  ADJUSTED  
 RS0080  ___________________________________________________________________
 RS0080  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 RS0080  DYNAMIC HT  -         750.230 (meters)    2461.38  (feet)  COMP
 RS0080  MODELED GRAV-     980,534.6   (mgal)                       NAVD 88
 RS0080
 RS0080  VERT ORDER  -  SECOND    CLASS 0
 RS0080
 RS0080.The horizontal coordinates were scaled from a topographic map and have
 RS0080.an estimated accuracy of +/- 6 seconds.
 RS0080
 RS0080.The orthometric height was determined by differential leveling
 RS0080.and adjusted by the National Geodetic Survey in June 1991..
 RS0080
 RS0080.The geoid height was determined by GEOID03.
 RS0080
 RS0080.The dynamic height is computed by dividing the NAVD 88
 RS0080.geopotential number by the normal gravity value computed on the
 RS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0080.degrees latitude (g = 980.6199 gals.).
 RS0080
 RS0080.The modeled gravity was interpolated from observed gravity values.
 RS0080
 RS0080;                    North         East    Units  Estimated Accuracy
 RS0080;SPC ND S     -    86,990.      439,220.      MT  (+/- 180 meters Scaled)
 RS0080
 RS0080                          SUPERSEDED SURVEY CONTROL
 RS0080
 RS0080  NGVD 29 (??/??/92)  749.754  (m)         2459.82   (f) ADJ UNCH    2 0
 RS0080
 RS0080.Superseded values are not recommended for survey control.
 RS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0080.See file dsdata.txt to determine how the superseded data were derived.
 RS0080
 RS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM849446(NAD 83)
 RS0080_MARKER: DB = BENCH MARK DISK
 RS0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0080_STAMPING: E 99 1934
 RS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0080+STABILITY: SURFACE MOTION
 RS0080
 RS0080  HISTORY     - Date     Condition        Report By
 RS0080  HISTORY     - 1934     MONUMENTED       CGS
 RS0080  HISTORY     - 1965     GOOD             NGS
 RS0080  HISTORY     - 1972     GOOD             LOCSUR
 RS0080
 RS0080                          STATION DESCRIPTION
 RS0080
 RS0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RS0080'2.1 MI NW FROM REGENT.
 RS0080'2.1 MILES NORTHWEST OF REGENT, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 RS0080'AND PACIFIC RAILROAD IN THE SOUTHWEST CORNER, SECTION 11, T. 134 N.,
 RS0080'R. 95 W.  44 FEET NORTHEAST, 182 FEET NORTHWEST AND 1.5 FEET LOWER
 RS0080'THAN RAILROAD TRESTLE.  5.5 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE AND
 RS0080'ACROSS THE TRACK FROM MILEPOST 118.  IN A CONCRETE POST.  A STANDARD
 RS0080'DISK STAMPED E 99 1934.
 RS0080
 RS0080                          STATION RECOVERY (1972)
 RS0080
 RS0080'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0753 ***********************************************************************
 SO0753  DESIGNATION -  EAGLE
 SO0753  PID         -  SO0753
 SO0753  STATE/COUNTY-  ND/DUNN
 SO0753  USGS QUAD   -  WERNER (1973)
 SO0753
 SO0753                         *CURRENT SURVEY CONTROL
 SO0753  ___________________________________________________________________
 SO0753* NAD 83(1996)-  47 17 38.84490(N)    102 27 08.32881(W)     ADJUSTED  
 SO0753* NAVD 88     -       747.0    (meters)    2451.     (feet)  VERTCON   
 SO0753  ___________________________________________________________________
 SO0753  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 SO0753  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 SO0753
 SO0753  HORZ ORDER  -  FIRST
 SO0753
 SO0753.The horizontal coordinates were established by classical geodetic methods
 SO0753.and adjusted by the National Geodetic Survey in January 1998..
 SO0753
 SO0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0753
 SO0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0753
 SO0753.The geoid height was determined by GEOID03.
 SO0753
 SO0753;                    North         East     Units Scale Factor Converg.
 SO0753;SPC ND S     -   182,741.966   452,351.583   MT  0.99996800   -1 25 26.3
 SO0753;SPC ND S     -   599,547.13  1,484,093.12   iFT  0.99996800   -1 25 26.3
 SO0753;UTM  13      - 5,240,997.777   692,618.842   MT  1.00005599   +1 52 21.8
 SO0753
 SO0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0753!SPC ND S     -   0.99988573  x   0.99996800  =   0.99985373
 SO0753!UTM  13      -   0.99988573  x   1.00005599  =   0.99994171
 SO0753
 SO0753:                Primary Azimuth Mark                     Grid Az
 SO0753:SPC ND S     -  HALLIDAY SPRING CREEK LUTH CH            055 16 10.9
 SO0753:UTM  13      -  HALLIDAY SPRING CREEK LUTH CH            051 58 22.8
 SO0753
 SO0753|---------------------------------------------------------------------|
 SO0753| PID    Reference Object                     Distance      Geod. Az  |
 SO0753|                                                           dddmmss.s |
 SO0753| SO0750 HALLIDAY SPRING CREEK LUTH CH       APPROX.10.8 KM 0535044.6 |
 SO0753| CQ8278 EAGLE AZ MK                                        0555942.6 |
 SO0753| CQ8279 EAGLE RM 1                            9.629 METERS 06726     |
 SO0753| CQ8280 EAGLE RM 2                           11.104 METERS 16951     |
 SO0753| SO0759 RENNVILLE LUTHERAN CH SPIRE         APPROX. 8.1 KM 2242739.5 |
 SO0753| SO0757 DUNN CENTER OCCIDENT ELEVATOR       APPROX.14.3 KM 2960428.2 |
 SO0753|---------------------------------------------------------------------|
 SO0753
 SO0753                          SUPERSEDED SURVEY CONTROL
 SO0753
 SO0753  NAD 83(1986)-  47 17 38.84089(N)    102 27 08.32253(W) AD(       ) 1
 SO0753  NAD 27      -  47 17 38.79600(N)    102 27 06.66600(W) AD(       ) 1
 SO0753  NGVD 29 (07/19/86)  746.5    (m)         2449.     (f) VERT ANG       
 SO0753
 SO0753.Superseded values are not recommended for survey control.
 SO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0753.See file dsdata.txt to determine how the superseded data were derived.
 SO0753
 SO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN9261940998(NAD 83)
 SO0753_MARKER: DS = TRIANGULATION STATION DISK
 SO0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0753+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 SO0753
 SO0753  HISTORY     - Date     Condition        Report By
 SO0753  HISTORY     - 1941     MONUMENTED       CGS
 SO0753  HISTORY     - 1946     GOOD             CGS
 SO0753  HISTORY     - 1951     GOOD             CGS
 SO0753  HISTORY     - 1960     GOOD             CGS
 SO0753  HISTORY     - 1981     GOOD             LOCENG
 SO0753  HISTORY     - 20020514 GOOD             NDDT
 SO0753
 SO0753                          STATION DESCRIPTION
 SO0753
 SO0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0753'STATION IS ABOUT 5 MILES S OF WERNER, ON THE HIGHEST AND MOST
 SO0753'NORTHWESTERLY OF A GROUP OF PROMINENT HILLS, ABOUT 0.25 MILE
 SO0753'SW OF THE GUST RENNE FARMHOUSE AND NEAR THE CENTER OF SEC.
 SO0753'15, T. 144 N, R. 93 W.  IT IS ON THE HIGHEST PART OF THE HILL
 SO0753'ABOUT 40 YARDS W OF A N-S FENCE LINE AND 11 FEET NNE OF A WHITE
 SO0753'REFERENCE POST.  IT IS STAMPED EAGLE 1941 AND PROJECTS ABOUT
 SO0753'6 INCHES.
 SO0753'
 SO0753'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SO0753'BRONZE DISKS SET IN CONCRETE.
 SO0753'
 SO0753'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER.  IT IS STAMPED EAGLE
 SO0753'NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0753'
 SO0753'REFERENCE MARK NO. 2 IS ABOUT 2.5 FEET LOWER.  IT IS STAMPED
 SO0753'EAGLE NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0753'
 SO0753'THE AZIMUTH MARK IS ABOUT 75 YARDS E OF THE ROAD TO THE STATION,
 SO0753'83 FEET SE OF THE SE CORNER OF THE EAGLE NEST SCHOOLHOUSE,
 SO0753'35 FEET N OF THE CENTER LINE OF AN E-AND-W DIRT ROAD, 2.5
 SO0753'FEET NNW OF A WHITE REFERENCE POST AND 1 FOOT NW OF A FENCE
 SO0753'CORNER.  IT IS STAMPED EAGLE 1941 AND PROJECTS 6 INCHES.
 SO0753'
 SO0753'TO REACH FROM WERNER, GO 1 MILE S TO STATE HIGHWAY 25 AND
 SO0753'TURN LEFT, E, GO 0.5 MILE AND TURN RIGHT, S, OFF THE HIGHWAY,
 SO0753'GO 3.1 MILES TO THE EAGLE NEST SCHOOLHOUSE AND THE AZIMUTH
 SO0753'MARK ON THE E SIDE OF THE ROAD, CONTINUE S FOR 0.3 MILE AND
 SO0753'TURN RIGHT, W, ON A FARM ENTRANCE ROAD, GO 0.35 MILE TO THE
 SO0753'GUST RENNE HOUSE AND GO THROUGH A WIRE GATE JUST S OF THE
 SO0753'HOUSE, GO SW FOR 0.05 MILE TO A POST AND TURN NW, GO 0.2 MILE
 SO0753'UP THE WASH TO THE SUMMIT OF THE RIDGE AND A FENCE LINE.  THE
 SO0753'STATION IS 100 YARDS NW OF THIS POINT.
 SO0753'
 SO0753'4-FOOT SIGNALS AT STRAY, DUNN CENTER, ECKELBERG, WERNER, TWIN,
 SO0753'AND DODGE ARE VISIBLE FROM THE GROUND.
 SO0753'
 SO0753'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SO0753
 SO0753                          STATION RECOVERY (1946)
 SO0753
 SO0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SO0753'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 SO0753'WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION THAT THE
 SO0753'DISTANCE FROM REFERENCE MARK NO. 1 TO THE STATION WAS FOUND TO
 SO0753'BE 9.685 METERS INSTEAD OF 9.638 METERS.  A COMPLETE NEW
 SO0753'DESCRIPTION FOLLOWS.
 SO0753'
 SO0753'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF WERNER ON THE
 SO0753'HIGHEST AND MOST NORTHWESTERLY OF A GROUP OF PROMINENT HILLS
 SO0753'ABOUT 1/4 MILE WEST OF THE GUST RENNE FARMHOUSE AND NEAR THE
 SO0753'CENTER OF SEC. 15, T. 144 N., R. 93 W. ON THE HIGHEST PART OF
 SO0753'THE HILL ABOUT 40 YARDS WEST OF A NORTH-SOUTH FENCE AND 11 FEET
 SO0753'NORTH-NORTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6
 SO0753'INCHES AND THE DISK IS STAMPED EAGLE 1941.
 SO0753'
 SO0753'REFERENCE MARK NO. 1 IS 31.78 FEET EAST-NORTHEAST OF THE STATION.
 SO0753'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE NO 1
 SO0753'1941.
 SO0753'
 SO0753'REFERENCE MARK NO. 2 IS 36.46 FEET SOUTH-SOUTHEAST OF THE STATION.
 SO0753'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EAGLE NO 2
 SO0753'1941.
 SO0753'
 SO0753'THE AZIMUTH MARK IS 0.6 MILE NORTHEAST OF THE STATION, 75
 SO0753'YARDS EAST OF THE ROAD TO THE STATION, 83 FEET SOUTHEAST OF
 SO0753'THE SOUTHEAST CORNER OF THE EAGLE NEST SCHOOLHOUSE, 35 FEET
 SO0753'NORTH OF THE CENTERLINE OF DIRT ROAD, 2.5 FEET NORTH-NORTHWEST
 SO0753'OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF FENCE CORNER.
 SO0753'THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED EAGLE 1941.
 SO0753'
 SO0753'TO REACH THE STATION FROM WERNER, GO SOUTH 1.0 MILE TO STATE
 SO0753'HIGHWAY 25.  TURN LEFT AND GO EAST FOR 0.5 MILE ON STATE HIGHWAY
 SO0753'25 TO ROAD RIGHT.
 SO0753'
 SO0753'TURN RIGHT AND GO SOUTH ON GRADED DIRT ROAD FOR 3.1 MILES TO
 SO0753'THE EAGLE NEST SCHOOLHOUSE AND THE AZIMUTH MARK ON THE LEFT
 SO0753'AS DESCRIBED.  CONTINUE SOUTH ON GRADED DIRT ROAD FOR 0.3 MILE
 SO0753'TO A FARM ROAD RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW TRACK
 SO0753'ROAD WEST AND SOUTH FOR 0.35 MILE TO THE GUST RENNE FARM
 SO0753'BUILDINGS.  PASS THROUGH BETWEEN HOUSE AND BARN AND GO SOUTHWEST
 SO0753'FOR 0.05 MILE TO AN EARTH DAM.  BEAR TO THE RIGHT OF DAM AND GO
 SO0753'WEST-NORTHWEST UP DRAW FOR 0.2 MILE TO THE SUMMIT AND A
 SO0753'NORTH-SOUTH FENCE.  THE STATION IS 100 YARDS NORTHWEST ON THE
 SO0753'HIGHEST GROUND.
 SO0753'
 SO0753'HEIGHT OF LIGHT ABOVE THE STATION MARK-1 METER.
 SO0753
 SO0753                          STATION RECOVERY (1951)
 SO0753
 SO0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0753'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS ARE
 SO0753'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ACCURATE
 SO0753'AND ADEQUATE.  A DIFFERENCE WAS FOUND IN THE DISTANCE TO
 SO0753'REFERENCE MARK NO. 1.  THE MARKS ARE STAMPED AS ORIGINALLY
 SO0753'DESCRIBED.
 SO0753
 SO0753                          STATION RECOVERY (1960)
 SO0753
 SO0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 SO0753'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN
 SO0753'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 SO0753
 SO0753                          STATION RECOVERY (1981)
 SO0753
 SO0753'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (DM)
 SO0753'1941 EAGLE RECOVERED EXCELLENT.
 SO0753'
 SO0753'EAGLE NO. 2 1941 RECOVERED EXCELLENT.
 SO0753'
 SO0753'EAGLE NO. 1 1941 RECOVERED EXCELLENT.
 SO0753'
 SO0753'AZIMUTH MARK RECOVERED GOOD.
 SO0753'
 SO0753'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SO. OF WERNER.
 SO0753
 SO0753                          STATION RECOVERY (2002)
 SO0753
 SO0753'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (LP)
 SO0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0977 ***********************************************************************
 RR0977  DESIGNATION -  EAGLE NEST
 RR0977  PID         -  RR0977
 RR0977  STATE/COUNTY-  ND/MORTON
 RR0977  USGS QUAD   -  GLEN ULLIN SW (1970)
 RR0977
 RR0977                         *CURRENT SURVEY CONTROL
 RR0977  ___________________________________________________________________
 RR0977* NAD 83(1996)-  46 51 54.59348(N)    101 54 00.88433(W)     ADJUSTED  
 RR0977* NAVD 88     -       734.4    (meters)    2409.     (feet)  VERTCON   
 RR0977  ___________________________________________________________________
 RR0977  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 RR0977  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 RR0977
 RR0977  HORZ ORDER  -  FIRST
 RR0977
 RR0977.The horizontal coordinates were established by classical geodetic methods
 RR0977.and adjusted by the National Geodetic Survey in January 1998..
 RR0977
 RR0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0977
 RR0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0977
 RR0977.The geoid height was determined by GEOID03.
 RR0977
 RR0977;                    North         East     Units Scale Factor Converg.
 RR0977;SPC ND S     -   134,172.717   493,247.785   MT  0.99993599   -1 01 16.7
 RR0977;SPC ND S     -   440,199.20  1,618,267.01   iFT  0.99993599   -1 01 16.7
 RR0977;UTM  14      - 5,194,264.750   278,959.108   MT  1.00020056   -2 07 02.3
 RR0977
 RR0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0977!SPC ND S     -   0.99988792  x   0.99993599  =   0.99982391
 RR0977!UTM  14      -   0.99988792  x   1.00020056  =   1.00008845
 RR0977
 RR0977:                Primary Azimuth Mark                     Grid Az
 RR0977:SPC ND S     -  EAGLE NEST AZ MK                         101 01 26.6
 RR0977:UTM  14      -  EAGLE NEST AZ MK                         102 07 12.2
 RR0977
 RR0977|---------------------------------------------------------------------|
 RR0977| PID    Reference Object                     Distance      Geod. Az  |
 RR0977|                                                           dddmmss.s |
 RR0977| CQ8284 EAGLE NEST AZ MK                                   1000009.9 |
 RR0977| CQ8285 EAGLE NEST RM 1                      13.399 METERS 16928     |
 RR0977| CQ8286 EAGLE NEST RM 2                      13.653 METERS 26636     |
 RR0977| RS0374 HEBRON ST JOHNS EVAN CHURCH         APPROX.12.0 KM 2905639.6 |
 RR0977| RS0375 HEBRON MUNICIPAL TANK               APPROX.12.0 KM 2930652.7 |
 RR0977|---------------------------------------------------------------------|
 RR0977
 RR0977                          SUPERSEDED SURVEY CONTROL
 RR0977
 RR0977  NAD 83(1986)-  46 51 54.58783(N)    101 54 00.87622(W) AD(       ) 1
 RR0977  NAD 27      -  46 51 54.56900(N)    101 53 59.31200(W) AD(       ) 1
 RR0977  NGVD 29 (07/19/86)  733.9    (m)         2408.     (f) VERT ANG       
 RR0977
 RR0977.Superseded values are not recommended for survey control.
 RR0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0977.See file dsdata.txt to determine how the superseded data were derived.
 RR0977
 RR0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7895994265(NAD 83)
 RR0977_MARKER: DS = TRIANGULATION STATION DISK
 RR0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0977_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0977
 RR0977  HISTORY     - Date     Condition        Report By
 RR0977  HISTORY     - 1951     MONUMENTED       CGS
 RR0977  HISTORY     - 1956     GOOD             CGS
 RR0977  HISTORY     - 1958     GOOD             USGS
 RR0977
 RR0977                          STATION DESCRIPTION
 RR0977
 RR0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0977'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HEBRON, ABOUT
 RR0977'5 MILES NORTHWEST OF GLEN ULLIN, ABOUT 1 MILE NORTHEAST OF
 RR0977'THE EAGLE NEST RAILROAD SIDING, AND ON A HIGH RIDGE ON LAND
 RR0977'OWNED BY MR. FRANK FREITAG.
 RR0977'
 RR0977'TO REACH FROM THE POST OFFICE IN HEBRON, GO EAST ON THE
 RR0977'MAIN STREET FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAY
 RR0977'10.  GO SOUTHEAST ON HIGHWAY FOR 5.0 MILES TO A CROSSROAD.
 RR0977'TURN LEFT, CROSSING RAILROAD TRACK, AND GO EAST ON GRADED
 RR0977'ROAD FOR 1.7 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 RR0977'FOR 0.15 MILE TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO WEST
 RR0977'ON DRIVEWAY FOR 0.2 MILE TO MR. FREITAGS HOUSE ON RIGHT.
 RR0977'CONTINUE WEST FOR 0.1 MILE TO WIRE GATE AND AZIMUTH MARK ON
 RR0977'LEFT.  CONTINUE WEST UP RIDGE FOR 0.5 MILE TO TOP AND STATION.
 RR0977'
 RR0977'STATION MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 RR0977'EAGLE NEST 1951.
 RR0977'
 RR0977'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RR0977'EAGLE NEST NO 1 1951.
 RR0977'
 RR0977'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS
 RR0977'STAMPED EAGLE NEST NO 2 1951.
 RR0977'
 RR0977'AZIMUTH MARK IS 0.1 MILE WEST OF MR. FREITAGS HOUSE, 19 FEET
 RR0977'SOUTH OF CENTER OF WIRE GATE, AND 2 FEET WEST OF A WIRE FENCE.
 RR0977'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED EAGLE
 RR0977'NEST 1951.
 RR0977'
 RR0977'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0977'CYLINDERS.
 RR0977
 RR0977                          STATION RECOVERY (1956)
 RR0977
 RR0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0977'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0977'THE DESCRIPTION TO REACH IS ADEQUATE WITH THE EXCEPTION THAT
 RR0977'THE FIRST MILEAGE AFTER CROSSING RAILROAD SHOULD BE 2.45 MILES
 RR0977'INSTEAD OF 1.7 AS STATED IN ORIGINAL DESCRIPTION.
 RR0977
 RR0977                          STATION RECOVERY (1958)
 RR0977
 RR0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0977'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1733 ***********************************************************************
 TE1733  DESIGNATION -  EASBY
 TE1733  PID         -  TE1733
 TE1733  STATE/COUNTY-  ND/CAVALIER
 TE1733  USGS QUAD   -  LANGDON EAST (1983)
 TE1733
 TE1733                         *CURRENT SURVEY CONTROL
 TE1733  ___________________________________________________________________
 TE1733* NAD 83(1996)-  48 45 39.35140(N)    098 16 54.49940(W)     ADJUSTED  
 TE1733* NAVD 88     -       506.7    (meters)    1662.     (feet)  VERTCON   
 TE1733  ___________________________________________________________________
 TE1733  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 TE1733  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 TE1733
 TE1733  HORZ ORDER  -  SECOND
 TE1733
 TE1733.The horizontal coordinates were established by classical geodetic methods
 TE1733.and adjusted by the National Geodetic Survey in January 1998..
 TE1733
 TE1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1733
 TE1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1733
 TE1733.The geoid height was determined by GEOID03.
 TE1733
 TE1733;                    North         East     Units Scale Factor Converg.
 TE1733;SPC ND N     -   198,139.701   763,063.029   MT  1.00000559   +1 39 02.3
 TE1733;SPC ND N     -   650,064.64  2,503,487.63   iFT  1.00000559   +1 39 02.3
 TE1733;UTM  14      - 5,401,128.921   552,781.341   MT  0.99963422   +0 32 24.3
 TE1733
 TE1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1733!SPC ND N     -   0.99992447  x   1.00000559  =   0.99993006
 TE1733!UTM  14      -   0.99992447  x   0.99963422  =   0.99955872
 TE1733
 TE1733|---------------------------------------------------------------------|
 TE1733| PID    Reference Object                     Distance      Geod. Az  |
 TE1733|                                                           dddmmss.s |
 TE1733| CO6783 EASBY RM 1                           15.357 METERS 09049     |
 TE1733| CO6784 EASBY RM 2                           13.218 METERS 27110     |
 TE1733| TE1734 LANGDON                             APPROX. 5.9 KM 2962947.8 |
 TE1733|---------------------------------------------------------------------|
 TE1733
 TE1733                          SUPERSEDED SURVEY CONTROL
 TE1733
 TE1733  NAD 83(1986)-  48 45 39.34465(N)    098 16 54.49078(W) AD(       ) 2
 TE1733  NAD 27      -  48 45 39.34971(N)    098 16 53.07676(W) AD(       ) 2
 TE1733  NGVD 29 (07/19/86)  506.3    (m)         1661.     (f) VERT ANG       
 TE1733
 TE1733.Superseded values are not recommended for survey control.
 TE1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1733.See file dsdata.txt to determine how the superseded data were derived.
 TE1733
 TE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV5278101129(NAD 83)
 TE1733_MARKER: DD = SURVEY DISK
 TE1733_SETTING: 0 = UNSPECIFIED SETTING
 TE1733
 TE1733  HISTORY     - Date     Condition        Report By
 TE1733  HISTORY     - 1969     MONUMENTED       USGS
 TE1733
 TE1733                          STATION DESCRIPTION
 TE1733
 TE1733'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1733'THE STATION IS ABOUT 4.0 MI E. OF LANGDON, ABOUT 310 FT. E. OF E.
 TE1733'SIXTEENTH COR. BETWEEN SECS. 16 AND 21.  T. 161 N., R. 59 W., ON
 TE1733'HWY. RIGHT-OF-WAY.
 TE1733'
 TE1733'TO REACH FROM THE INTERSECTION OF ST. HWY. 1 AND ST. HWY. 5 AT THE
 TE1733'NE. EDGE OF LANGDON, GO E. ON ST. HWY. 5 FOR 3.80 MI TO A LONG
 TE1733'WOODEN GRANARY AND 8 ROUND BINS ON LEFT, CONTINUE E. FOR ABOUT 310
 TE1733'FT TO STATION ON THE RIGHT ON HWY. RIGHT-OF-WAY.
 TE1733'
 TE1733'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED RODS
 TE1733'SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO
 TE1733'WITHIN 1 IN. OF CAP, STAMPED ET EASBY 1969 IS 88 FT S. AND 310 FT
 TE1733'E. OF CENTER HWY. AT FIELD RD. N.  16 FT N. OF S. RIGHT-OF-WAY.
 TE1733'12 FT N. AND 2 FT E. OF POWER LINE POLE NO. 669.  AND 11 FT N. OF
 TE1733'USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 TE1733'
 TE1733'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1733'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1733'TO WITHIN 1 IN. OF CAP, STAMPED EASBY NO 1 1969 IS E. OF THE
 TE1733'STATION, 88 FT S. CENTER HWY., 13.5 FT N. OF S. RIGHT-OF-WAY.  11 FT
 TE1733'N. AND 52 FT E. OF POWER LINE POLE NO. 669.  THE MARK IS FLUSH WITH
 TE1733'THE GROUND.
 TE1733'
 TE1733'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1733'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1733'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED EASBY NO 2 1969 IS W. OF THE
 TE1733'STATION.  86 FT S. CENTER HWY.  14 FT N. OF S. RIGHT-OF-WAY.  13
 TE1733'FT N. AND 42 FT W. OF POWER POLE NO. 669.  THE MARK IS FLUSH WITH
 TE1733'THE GROUND.
 TE1733'
 TE1733'NO AZIMUTH MARK SET.
 TE1733'
 TE1733'REFERENCE AZIMUTH USED - LIGHT ON TOP OF CAVALIER RURAL ELECTRIC
 TE1733'RADIO TOWER.  POINT SIGHTED - LIGHT ON TOP OF CAVALIER RURAL ELECTRIC
 TE1733'RADIO TOWER, ABOUT 4.25 MI E. OF JCT. OF ST. HWY. 1 AND ST. HWY. 5
 TE1733'IN LANGDON, 333 FT N. CENTER HWY. AND ABOUT 145 FT E. OF A
 TE1733'N.-S. FENCE, IT IS THE S. AND TALLEST OF TWO TOWERS.  T. 161 N., R.
 TE1733'59 W., NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 15 AND 22.
 TE1733'
 TE1733'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2133 ***********************************************************************
 TE2133  DESIGNATION -  EAST
 TE2133  PID         -  TE2133
 TE2133  STATE/COUNTY-  ND/ROLETTE
 TE2133  USGS QUAD   -  
 TE2133
 TE2133                         *CURRENT SURVEY CONTROL
 TE2133  ___________________________________________________________________
 TE2133* NAD 83(1996)-  49 02 22.55693(N)    099 46 27.22648(W)     ADJUSTED  
 TE2133* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 TE2133  ___________________________________________________________________
 TE2133  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 TE2133  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 TE2133
 TE2133  HORZ ORDER  -  THIRD
 TE2133
 TE2133.The horizontal coordinates were established by classical geodetic methods
 TE2133.and adjusted by the National Geodetic Survey in January 1998..
 TE2133
 TE2133.The orthometric height was scaled from a topographic map.
 TE2133
 TE2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2133
 TE2133.The geoid height was determined by GEOID03.
 TE2133
 TE2133;                    North         East     Units Scale Factor Converg.
 TE2133;SPC ND N     -   227,032.075   653,067.014   MT  1.00007519   +0 32 24.3
 TE2133;SPC ND N     -   744,855.89  2,142,608.31   iFT  1.00007519   +0 32 24.3
 TE2133;UTM  14      - 5,432,146.557   443,416.041   MT  0.99963933   -0 35 04.9
 TE2133
 TE2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2133!SPC ND N     -   0.99995274  x   1.00007519  =   1.00002792
 TE2133!UTM  14      -   0.99995274  x   0.99963933  =   0.99959208
 TE2133
 TE2133:                Primary Azimuth Mark                     Grid Az
 TE2133:SPC ND N     -  LENA                                     095 37 46.2
 TE2133:UTM  14      -  LENA                                     096 45 15.4
 TE2133
 TE2133|---------------------------------------------------------------------|
 TE2133| PID    Reference Object                     Distance      Geod. Az  |
 TE2133|                                                           dddmmss.s |
 TE2133| TE2180 LENA                                APPROX. 7.2 KM 0961010.5 |
 TE2133|---------------------------------------------------------------------|
 TE2133
 TE2133                          SUPERSEDED SURVEY CONTROL
 TE2133
 TE2133  NAD 83(1986)-  49 02 22.55084(N)    099 46 27.20739(W) AD(       ) 3
 TE2133
 TE2133.Superseded values are not recommended for survey control.
 TE2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2133.See file dsdata.txt to determine how the superseded data were derived.
 TE2133
 TE2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4341632147(NAD 83)
 TE2133_MARKER: H = DRILL HOLE
 TE2133_SETTING: 80 = SET IN A BOULDER
 TE2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2133+STABILITY: SURFACE MOTION
 TE2133
 TE2133  HISTORY     - Date     Condition        Report By
 TE2133  HISTORY     - 1911     MONUMENTED       IBC
 TE2133
 TE2133                          STATION DESCRIPTION
 TE2133
 TE2133'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2133'ABOUT 2-2/3 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 720, ON
 TE2133'THE HIGHEST POINT OF A RIDGE RUNNING NORTH AND SOUTH IN NE 1/4 SECTION
 TE2133'14, TOWNSHIP 1, RANGE 18 W, PRINCIPAL MERIDIAN, ABOUT 1-1/4 MILES
 TE2133'EAST AND A LITTLE SOUTH OF BANNERMAN RAILWAY STATION.
 TE2133'
 TE2133'STATION MARK--A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1897 ***********************************************************************
 TF1897  DESIGNATION -  EAST 2
 TF1897  PID         -  TF1897
 TF1897  STATE/COUNTY-  ND/WARD
 TF1897  USGS QUAD   -  SURREY (1981)
 TF1897
 TF1897                         *CURRENT SURVEY CONTROL
 TF1897  ___________________________________________________________________
 TF1897* NAD 83(1996)-  48 13 46.25602(N)    101 11 21.06882(W)     ADJUSTED  
 TF1897* NAVD 88     -       506.920  (meters)    1663.12   (feet)  ADJUSTED  
 TF1897  ___________________________________________________________________
 TF1897  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 TF1897  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF1897  DYNAMIC HT  -         507.008 (meters)    1663.41  (feet)  COMP
 TF1897  MODELED GRAV-     980,768.0   (mgal)                       NAVD 88
 TF1897
 TF1897  HORZ ORDER  -  THIRD
 TF1897  VERT ORDER  -  FIRST     CLASS II
 TF1897
 TF1897.The horizontal coordinates were established by classical geodetic methods
 TF1897.and adjusted by the National Geodetic Survey in January 1998..
 TF1897.No horizontal observational check was made to the station.
 TF1897
 TF1897.The orthometric height was determined by differential leveling
 TF1897.and adjusted by the National Geodetic Survey in June 1991..
 TF1897
 TF1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1897
 TF1897.The geoid height was determined by GEOID03.
 TF1897
 TF1897.The dynamic height is computed by dividing the NAVD 88
 TF1897.geopotential number by the normal gravity value computed on the
 TF1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1897.degrees latitude (g = 980.6199 gals.).
 TF1897
 TF1897.The modeled gravity was interpolated from observed gravity values.
 TF1897
 TF1897;                    North         East     Units Scale Factor Converg.
 TF1897;SPC ND N     -   136,928.535   548,801.610   MT  0.99993903   -0 30 46.2
 TF1897;SPC ND N     -   449,240.60  1,800,530.22   iFT  0.99993903   -0 30 46.2
 TF1897;UTM  14      - 5,344,127.369   337,426.644   MT  0.99992475   -1 37 59.1
 TF1897
 TF1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1897!SPC ND N     -   0.99992378  x   0.99993903  =   0.99986281
 TF1897!UTM  14      -   0.99992378  x   0.99992475  =   0.99984853
 TF1897
 TF1897|---------------------------------------------------------------------|
 TF1897| PID    Reference Object                     Distance      Geod. Az  |
 TF1897|                                                           dddmmss.s |
 TF1897| TF1898 EAST 2 RM 3                          11.228 METERS 06554     |
 TF1897| TF2150 EAST 2 AZ MK 3                      APPROX. 0.8 KM 0895204.2 |
 TF1897| TF2151 EAST AZ MK RESET                    APPROX. 0.8 KM 0942213.4 |
 TF1897| TF2142 EAST RESET                           46.154 METERS 16809     |
 TF1897| TF2156 MINOT SOUTH MUNICIPAL TANK          APPROX. 8.6 KM 2615056.6 |
 TF1897| TF2159 MINOT NW BELL TEL CO MICRO TWR      APPROX. 8.6 KM 2615648.7 |
 TF1897| TF2152 MINOT MUNICIPAL TANK                APPROX. 7.3 KM 2672317.8 |
 TF1897| TF1896 EAST 2 RM 4                          10.505 METERS 29918     |
 TF1897|---------------------------------------------------------------------|
 TF1897
 TF1897                          SUPERSEDED SURVEY CONTROL
 TF1897
 TF1897  NAD 83(1986)-  48 13 46.25590(N)    101 11 21.06717(W) AD(       ) 3
 TF1897  NAD 27      -  48 13 46.21715(N)    101 11 19.47866(W) AD(       ) 3
 TF1897
 TF1897.Superseded values are not recommended for survey control.
 TF1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1897.See file dsdata.txt to determine how the superseded data were derived.
 TF1897
 TF1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3742744127(NAD 83)
 TF1897_MARKER: DS = TRIANGULATION STATION DISK
 TF1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1897_SP_SET: CONCRETE POST
 TF1897_STAMPING: EAST 2 1979
 TF1897_MARK LOGO: NGS   
 TF1897_PROJECTION: FLUSH
 TF1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1897+STABILITY: SURFACE MOTION
 TF1897
 TF1897  HISTORY     - Date     Condition        Report By
 TF1897  HISTORY     - 1979     MONUMENTED       NGS
 TF1897  HISTORY     - 1982     GOOD             NGS
 TF1897
 TF1897                          STATION DESCRIPTION
 TF1897
 TF1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TF1897'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF MINOT, ABOUT 2.7 MILES
 TF1897'WEST-SOUTHWEST OF SURREY, ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 2
 TF1897'
 TF1897'TO REACH THE STATION FROM THE COURT HOUSE IN MINOT, GO EAST ON
 TF1897'HIGHWAY 2 FOR 4.4 MILES TO STATION LEFT.
 TF1897'
 TF1897'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TF1897'---EAST 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 TF1897'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 29.3 METERS (96
 TF1897'FEET) N FROM CENTER OF U.S. HIGHWAY 2, 6.7 METERS (22 FEET) S FROM
 TF1897'EDGE OF SHELTER BELT, 1.5 METERS (5 FEET) S FROM RIGHT-OF-WAY POST,
 TF1897'AND 1.58 METERS (5.2 FEET) S FROM WITNESS POST.
 TF1897'
 TF1897'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1897'STAMPED---EAST 2 1979---.
 TF1897'
 TF1897'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1897'STAMPED---EAST 2 NO 3 1979---SET INTO THE TOP OF A ROUND CONCRETE
 TF1897'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 TF1897'34.4 METERS (113 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 10.7 METERS
 TF1897'(35 FEET) NE FROM RIGHT-OF-WAY POST, 10.30 METERS (33.8 FEET) NE FROM
 TF1897'WITNESS POST, AND 2.4 METERS (8 FEET) S FROM SOUTH EDGE OF SHELTER
 TF1897'BELT.
 TF1897'
 TF1897'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1897'STAMPED---EAST 2 NO 4 1979---SET INTO THE TOP OF A ROUND CONCRETE
 TF1897'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 TF1897'35.1 METERS (115 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 10.21 METERS
 TF1897'(33.5 FEET) NW FROM WITNESS POST, 9.94 METERS (32.6 FEET) NW FROM
 TF1897'RIGHT-OF-WAY POST, 1.5 METERS (5 FEET) S FROM SOUTH EDGE OF SHELTER
 TF1897'BELT, AND IS LEVEL WITH THE STATION.
 TF1897'
 TF1897'AZIMUTH MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF1897'STAMPED---EAST 2 AZ 3 1979---SET INTO THE TOP OF A ROUND CONCRETE
 TF1897'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 TF1897'30.33 METERS (99.5 FEET) N FROM CENTER OF U.S. HIGHWAY 2, 6.55 METERS
 TF1897'(21.5 FEET) W FROM CENTER OF GATE AND FIELD ENTRANCE, AND 0.55 METER
 TF1897'(1.8 FEET) S FROM FENCE AND WITNESS POST.
 TF1897'
 TF1897'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY 2
 TF1897'FOR 0.5 MILE TO MARK ON LEFT.
 TF1897
 TF1897                          STATION RECOVERY (1982)
 TF1897
 TF1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1897'4.4 KM (2.7 MI) WEST FROM SURREY.
 TF1897'4.4 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1897'ROUTE 12 NORTH IN SURREY, ALSO 2.3 KM (1.45 MI) EAST ALONG U.S.
 TF1897'HIGHWAY 2 FROM THE JUNCTION OF U.S. HIGHWAY 2 BUSINESS AT THE EAST
 TF1897'EDGE OF MINOT, 29.3 METERS (96.0 FT) NORTH OF THE CENTERLINE OF THE
 TF1897'WESTBOUND LANES, 6.7 METERS (22.0 FT) SOUTH OF THE SOUTH EDGE OF A
 TF1897'SHELTER BELT, AND 1.5 METERS (5.0 FT) SOUTH OF A RIGHT-OF-WAY POST.
 TF1897'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 TF1897'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1899 ***********************************************************************
 TF1899  DESIGNATION -  EAST 2 AZ MK 3
 TF1899  PID         -  TF1899
 TF1899  STATE/COUNTY-  ND/WARD
 TF1899  USGS QUAD   -  SURREY (1981)
 TF1899
 TF1899                         *CURRENT SURVEY CONTROL
 TF1899  ___________________________________________________________________
 TF1899* NAD 83(1986)-  48 13 45.     (N)    101 10 46.     (W)     SCALED    
 TF1899* NAVD 88     -       501.228  (meters)    1644.45   (feet)  ADJUSTED  
 TF1899  ___________________________________________________________________
 TF1899  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 TF1899  DYNAMIC HT  -         501.316 (meters)    1644.73  (feet)  COMP
 TF1899  MODELED GRAV-     980,769.1   (mgal)                       NAVD 88
 TF1899
 TF1899  VERT ORDER  -  FIRST     CLASS II
 TF1899
 TF1899.The horizontal coordinates were scaled from a topographic map and have
 TF1899.an estimated accuracy of +/- 6 seconds.
 TF1899
 TF1899.The orthometric height was determined by differential leveling
 TF1899.and adjusted by the National Geodetic Survey in June 1991..
 TF1899
 TF1899.The geoid height was determined by GEOID03.
 TF1899
 TF1899.The dynamic height is computed by dividing the NAVD 88
 TF1899.geopotential number by the normal gravity value computed on the
 TF1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1899.degrees latitude (g = 980.6199 gals.).
 TF1899
 TF1899.The modeled gravity was interpolated from observed gravity values.
 TF1899
 TF1899;                    North         East    Units  Estimated Accuracy
 TF1899;SPC ND N     -   136,880.      549,530.      MT  (+/- 180 meters Scaled)
 TF1899
 TF1899                          SUPERSEDED SURVEY CONTROL
 TF1899
 TF1899.No superseded survey control is available for this station.
 TF1899
 TF1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU381440(NAD 83)
 TF1899_MARKER: DZ = AZIMUTH MARK DISK
 TF1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1899_SP_SET: CONCRETE POST
 TF1899_STAMPING: EAST 2 AZ MK 3 1979
 TF1899_MARK LOGO: NGS   
 TF1899_PROJECTION: FLUSH
 TF1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1899+STABILITY: SURFACE MOTION
 TF1899
 TF1899  HISTORY     - Date     Condition        Report By
 TF1899  HISTORY     - 1979     MONUMENTED       NGS
 TF1899  HISTORY     - 1982     GOOD             NGS
 TF1899
 TF1899                          STATION DESCRIPTION
 TF1899
 TF1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1899'3.5 KM (2.2 MI) WEST FROM SURREY.
 TF1899'3.5 KM (2.2 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1899'ROAD 12 NORTH IN SURREY, 0.8 KM (0.5 MI) EAST OF TRIANGULATION STATION
 TF1899'EAST 2, 30.3 METERS (9.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TF1899'6.6 METERS (21.5 FT) WEST OF A GATE AND FIELD ENTRANCE, AND
 TF1899'0.55 METERS (1.8 FT) SOUTH OF THE FENCE.
 TF1899'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1898 ***********************************************************************
 TF1898  DESIGNATION -  EAST 2 RM 3
 TF1898  PID         -  TF1898
 TF1898  STATE/COUNTY-  ND/WARD
 TF1898  USGS QUAD   -  SURREY (1981)
 TF1898
 TF1898                         *CURRENT SURVEY CONTROL
 TF1898  ___________________________________________________________________
 TF1898* NAD 83(1986)-  48 13 46.     (N)    101 11 24.     (W)     SCALED    
 TF1898* NAVD 88     -       506.966  (meters)    1663.27   (feet)  ADJUSTED  
 TF1898  ___________________________________________________________________
 TF1898  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 TF1898  DYNAMIC HT  -         507.053 (meters)    1663.56  (feet)  COMP
 TF1898  MODELED GRAV-     980,767.9   (mgal)                       NAVD 88
 TF1898
 TF1898  VERT ORDER  -  FIRST     CLASS II
 TF1898
 TF1898.The horizontal coordinates were scaled from a topographic map and have
 TF1898.an estimated accuracy of +/- 6 seconds.
 TF1898
 TF1898.The orthometric height was determined by differential leveling
 TF1898.and adjusted by the National Geodetic Survey in June 1991..
 TF1898
 TF1898.The geoid height was determined by GEOID03.
 TF1898
 TF1898.The dynamic height is computed by dividing the NAVD 88
 TF1898.geopotential number by the normal gravity value computed on the
 TF1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1898.degrees latitude (g = 980.6199 gals.).
 TF1898
 TF1898.The modeled gravity was interpolated from observed gravity values.
 TF1898
 TF1898;                    North         East    Units  Estimated Accuracy
 TF1898;SPC ND N     -   136,920.      548,740.      MT  (+/- 180 meters Scaled)
 TF1898
 TF1898                          SUPERSEDED SURVEY CONTROL
 TF1898
 TF1898.No superseded survey control is available for this station.
 TF1898
 TF1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU373441(NAD 83)
 TF1898_MARKER: DR = REFERENCE MARK DISK
 TF1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1898_SP_SET: CONCRETE POST
 TF1898_STAMPING: EAST 2 NO 3 1979
 TF1898_MARK LOGO: NGS   
 TF1898_PROJECTION: FLUSH
 TF1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1898+STABILITY: SURFACE MOTION
 TF1898
 TF1898  HISTORY     - Date     Condition        Report By
 TF1898  HISTORY     - 1979     MONUMENTED       NGS
 TF1898  HISTORY     - 1982     GOOD             NGS
 TF1898
 TF1898                          STATION DESCRIPTION
 TF1898
 TF1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1898'4.4 KM (2.7 MI) WEST FROM SURREY.
 TF1898'4.4 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1898'ROAD 12 NORTH IN SURREY, ALSO 2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAY
 TF1898'2 FROM THE JUNCTION OF U.S. HIGHWAY 2 BUSINESS, AT THE EAST EDGE OF
 TF1898'MINOT, 34.5 METERS (113.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 TF1898'LANE, 10.7 METERS (35.0 FT) NORTHEAST OF A RIGHT-OF-WAY POST, AND
 TF1898'2.4 METERS (8.0 FT) SOUTH OF THE SOUTH EDGE OF A SHELTER BELT.
 TF1898'THE MARK IS 10.3 METERS  NE FROM A WITNESS POST.
 TF1898'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1896 ***********************************************************************
 TF1896  DESIGNATION -  EAST 2 RM 4
 TF1896  PID         -  TF1896
 TF1896  STATE/COUNTY-  ND/WARD
 TF1896  USGS QUAD   -  SURREY (1981)
 TF1896
 TF1896                         *CURRENT SURVEY CONTROL
 TF1896  ___________________________________________________________________
 TF1896* NAD 83(1986)-  48 13 46.     (N)    101 11 24.     (W)     SCALED    
 TF1896* NAVD 88     -       506.726  (meters)    1662.48   (feet)  ADJUSTED  
 TF1896  ___________________________________________________________________
 TF1896  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 TF1896  DYNAMIC HT  -         506.814 (meters)    1662.77  (feet)  COMP
 TF1896  MODELED GRAV-     980,767.9   (mgal)                       NAVD 88
 TF1896
 TF1896  VERT ORDER  -  FIRST     CLASS II
 TF1896
 TF1896.The horizontal coordinates were scaled from a topographic map and have
 TF1896.an estimated accuracy of +/- 6 seconds.
 TF1896
 TF1896.The orthometric height was determined by differential leveling
 TF1896.and adjusted by the National Geodetic Survey in June 1991..
 TF1896
 TF1896.The geoid height was determined by GEOID03.
 TF1896
 TF1896.The dynamic height is computed by dividing the NAVD 88
 TF1896.geopotential number by the normal gravity value computed on the
 TF1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1896.degrees latitude (g = 980.6199 gals.).
 TF1896
 TF1896.The modeled gravity was interpolated from observed gravity values.
 TF1896
 TF1896;                    North         East    Units  Estimated Accuracy
 TF1896;SPC ND N     -   136,920.      548,740.      MT  (+/- 180 meters Scaled)
 TF1896
 TF1896                          SUPERSEDED SURVEY CONTROL
 TF1896
 TF1896.No superseded survey control is available for this station.
 TF1896
 TF1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU373441(NAD 83)
 TF1896_MARKER: DR = REFERENCE MARK DISK
 TF1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1896_SP_SET: CONCRETE POST
 TF1896_STAMPING: EAST 2 NO 4 1979
 TF1896_MARK LOGO: NGS   
 TF1896_PROJECTION: FLUSH
 TF1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1896+STABILITY: SURFACE MOTION
 TF1896
 TF1896  HISTORY     - Date     Condition        Report By
 TF1896  HISTORY     - 1979     MONUMENTED       NGS
 TF1896  HISTORY     - 1982     GOOD             NGS
 TF1896
 TF1896                          STATION DESCRIPTION
 TF1896
 TF1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1896'4.4 KM (2.7 MI) WEST FROM SURREY.
 TF1896'4.4 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1896'ROAD 12 NORTH IN SURREY, ALSO 2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAY
 TF1896'2 EASTBOUND FROM THE JUNCTION OF U.S. HIGHWAY 2 BUSINESS, AT THE EAST
 TF1896'EDGE OF MINOT, 35.1 METERS (115.0 FT) NORTH OF THE CENTERLINE OF
 TF1896'WESTBOUND LANES, 9.9 METERS (32.6 FT) NORTHWEST OF A RIGHT-OF-WAY
 TF1896'POST, AND 1.5 METERS (5.0 FT) SOUTH OF THE SOUTH EDGE OF A SHELTER
 TF1896'BELT.
 TF1896'THE MARK IS 10.2 METERS  NW FROM A WITNESS POST.
 TF1896'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2142 ***********************************************************************
 TF2142  DESIGNATION -  EAST RESET
 TF2142  PID         -  TF2142
 TF2142  STATE/COUNTY-  ND/WARD
 TF2142  USGS QUAD   -  SURREY (1981)
 TF2142
 TF2142                         *CURRENT SURVEY CONTROL
 TF2142  ___________________________________________________________________
 TF2142* NAD 83(1996)-  48 13 44.79358(N)    101 11 20.60980(W)     ADJUSTED  
 TF2142* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 TF2142  ___________________________________________________________________
 TF2142  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 TF2142  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF2142
 TF2142  HORZ ORDER  -  SECOND
 TF2142
 TF2142.The horizontal coordinates were established by classical geodetic methods
 TF2142.and adjusted by the National Geodetic Survey in January 1998..
 TF2142
 TF2142.The orthometric height was scaled from a topographic map.
 TF2142
 TF2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2142
 TF2142.The geoid height was determined by GEOID03.
 TF2142
 TF2142;                    North         East     Units Scale Factor Converg.
 TF2142;SPC ND N     -   136,883.284   548,810.677   MT  0.99993901   -0 30 45.9
 TF2142;SPC ND N     -   449,092.14  1,800,559.96   iFT  0.99993901   -0 30 45.9
 TF2142;UTM  14      - 5,344,081.950   337,434.825   MT  0.99992472   -1 37 58.8
 TF2142
 TF2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2142!SPC ND N     -   0.99992371  x   0.99993901  =   0.99986272
 TF2142!UTM  14      -   0.99992371  x   0.99992472  =   0.99984843
 TF2142
 TF2142:                Primary Azimuth Mark                     Grid Az
 TF2142:SPC ND N     -  SURREY PUBLIC SCHOOL FLAGPOLE            079 20 07.3
 TF2142:UTM  14      -  SURREY PUBLIC SCHOOL FLAGPOLE            080 27 20.2
 TF2142
 TF2142|---------------------------------------------------------------------|
 TF2142| PID    Reference Object                     Distance      Geod. Az  |
 TF2142|                                                           dddmmss.s |
 TF2142| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX. 4.4 KM 0784921.4 |
 TF2142| TF2150 EAST 2 AZ MK 3                      APPROX. 0.8 KM 0863757.7 |
 TF2142| CQ8290 EAST AZ MK                                         0900158.4 |
 TF2142| CQ8291 EAST RM 1                            27.944 METERS 09030     |
 TF2142| TF2151 EAST AZ MK RESET                    APPROX. 0.8 KM 0910054.6 |
 TF2142| TF2148 MINOT KLPM RADIO TRANSM TOWER       APPROX. 4.4 KM 2414927.7 |
 TF2142| TF2146 MINOT USCAA RADIO RANGE STATION     APPROX. 3.1 KM 2525421.5 |
 TF2142| TF2152 MINOT MUNICIPAL TANK                APPROX. 7.4 KM 2674435.7 |
 TF2142| TF2155 MINOT ST LEOS CATH CH SPIRE         APPROX. 7.6 KM 2734404.2 |
 TF2142| TF2153 MINOT MILLER MILLING CO TANK        APPROX. 7.4 KM 2754610.2 |
 TF2142| TF2154 MONOT FIRST LUTHERAN CHURCH SPIRE   APPROX. 8.0 KM 2795048.9 |
 TF2142| TF2190 TRINITY LUTH CHURCH STEEPLE         APPROX.13.3 KM 3390620.3 |
 TF2142| TF1897 EAST 2                               46.154 METERS 34809     |
 TF2142| CQ8292 EAST RM 2                            25.508 METERS 35643     |
 TF2142|---------------------------------------------------------------------|
 TF2142
 TF2142                          SUPERSEDED SURVEY CONTROL
 TF2142
 TF2142  NAD 83(1986)-  48 13 44.79364(N)    101 11 20.60823(W) AD(       ) 2
 TF2142  NAD 27      -  48 13 44.75470(N)    101 11 19.01970(W) AD(       ) 2
 TF2142
 TF2142.Superseded values are not recommended for survey control.
 TF2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2142.See file dsdata.txt to determine how the superseded data were derived.
 TF2142
 TF2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3743544082(NAD 83)
 TF2142_MARKER: DS = TRIANGULATION STATION DISK
 TF2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2142
 TF2142  HISTORY     - Date     Condition        Report By
 TF2142  HISTORY     - 1946     MONUMENTED       CGS
 TF2142  HISTORY     - 1954     MARK NOT FOUND   CGS
 TF2142  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TF2142  HISTORY     - 1958     MARK NOT FOUND   CGS
 TF2142  HISTORY     - 1962     GOOD             CGS
 TF2142  HISTORY     - 1963     GOOD             CGS
 TF2142  HISTORY     - 1979     GOOD             NGS
 TF2142
 TF2142                          STATION DESCRIPTION
 TF2142
 TF2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2142'THE STATION IS LOCATED ON THE HIGHEST GROUND BETWEEN MINOT
 TF2142'AND SURREY ALONG U.S. HIGHWAY 2 ABOUT 4 AND 1/2 MILES EAST
 TF2142'OF MINOT, 2 AND 3/4 MILES WEST-SOUTHWEST OF SURREY, 100 YARDS
 TF2142'WEST OF CROSSROADS, 52 FEET SOUTH OF THE CENTERLINE OF U.S.
 TF2142'HIGHWAY 2, 30 FEET EAST OF T-FENCE INTERSECTION, 15 FEET WEST
 TF2142'OF WITNESS POST AND 3 FEET NORTH OF FENCE.  THE MARK PROJECTS
 TF2142'1 INCH AND THE DISK IS STAMPED EAST 1946.
 TF2142'
 TF2142'REFERENCE MARK NO. 1 IS 91.51 FEET EAST OF THE STATION, 52
 TF2142'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 2 FEET NORTH
 TF2142'OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 TF2142'EAST NO 1 1946.
 TF2142'
 TF2142'REFERENCE MARK NO. 2 IS 86.97 FEET NORTH-NORTHWEST OF THE
 TF2142'STATION AND 34 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2.
 TF2142'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EAST
 TF2142'NO 2 1946.
 TF2142'
 TF2142'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 56 FEET
 TF2142'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2, 5 FEET WEST OF WITNESS
 TF2142'POST AND 2 FEET NORTH OF FENCE.  THE MARK PROJECTS 2 INCHES
 TF2142'AND THE DISK IS STAMPED EAST 1946.
 TF2142'
 TF2142'TO REACH THE STATION FROM THE COURTHOUSE IN MINOT, GO EAST
 TF2142'ON U.S. HIGHWAY 2 FOR 4.5 MILES TO THE TOP OF DIVIDE AND THE
 TF2142'STATION ON THE RIGHT.
 TF2142'
 TF2142'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON
 TF2142'U.S. HIGHWAY 2 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF2142'
 TF2142'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TF2142
 TF2142                          STATION RECOVERY (1954)
 TF2142
 TF2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF2142'A SEARCH OF ABOUT 1/2 HOUR WAS MADE FOR THE STATION BUT IT
 TF2142'WAS NOT FOUND.  THE REFERENCE MARKS AND AZIMUTH MARK WERE NOT
 TF2142'FOUND.  U.S. HWY 2 HAS BEEN DITCHED AND WIDENED AND IT IS
 TF2142'BELIEVED THAT THE MARKS WERE DESTROYED.
 TF2142
 TF2142                          STATION RECOVERY (1955)
 TF2142
 TF2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LFS)
 TF2142'THIS STATION WAS RECOVERED AS DESCRIBED.  BUT THE STATION AND
 TF2142'BOTH REFERENCE MARKS HAVE EVIDENTLY BEEN LOWERED IN PLACE AS
 TF2142'THEY ARE IN THE BOTTOM OF DEEP DITCHS ALONG A SECTION OF
 TF2142'U.S. HIGHWAY 2 WHICH HAS BEEN REBUILT.  THE STATION MARK IS
 TF2142'IN THE BOTTOM OF THE SOUTH DITCH AT A POINT WHERE THE BACK
 TF2142'SLOPE STARTS.  ROAD CONSTRUCTION ON U.S. HIGHWAY 2 WILL DESTROY
 TF2142'THE AZIMUTH MARK.  IT WAS MOVED AT THE REQUEST OF THE NORTH
 TF2142'DAKOTA STATE HIGHWAY COMMISSION.  THE OBJECTS LISTED IN THE
 TF2142'ORIGINAL DESCRIPTION ARE NO LONGER VISIBLE FROM THE GROUND AT
 TF2142'THE STATION.  THE STATION MARK IS ABOUT 12 INCHES BELOW THE
 TF2142'SURFACE OF THE GROUND.
 TF2142'
 TF2142'AZIMUTH MARK (RESET) IS 0.5 MILE EAST OF THE STATION, 98 FEET
 TF2142'SOUTH OF THE CENTER OF U.S. HIGHWAY 2, 2 FEET NORTH OF THE
 TF2142'SOUTH RIGHT-OF-FENCE, AND 2 FEET NORTHEAST OF A WHITE WITNESS
 TF2142'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF2142'EAST 1946 RESET 1955.
 TF2142
 TF2142                          STATION RECOVERY (1958)
 TF2142
 TF2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 TF2142'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.
 TF2142'AZIMUTH MARK RESET 1955 RECOVERED IN GOOD CONDITION.
 TF2142'
 TF2142'ACCORDING TO RECOVERY NOTE BY L.S. IN 1955 ALL MARKS WERE
 TF2142'LOWERED (IN DITCH) IN PLACE.  DESCRIPTION OF AZIMUTH MARK
 TF2142'RESET IN 1955 BY L.F. S. ADEQUATE AND CORRECT.
 TF2142
 TF2142                          STATION RECOVERY (1962)
 TF2142
 TF2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2142'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 TF2142'AS DESCRIBED IN 1955 BY L.F.S.  THE STATION MARK IS ABOUT
 TF2142'12 INCHES BELOW THE SURFACE OF THE GROUND, 325.5 FEET WEST
 TF2142'OF THE CENTER OF A CROSS ROAD INTERSECTION AND 54 FEET SOUTH
 TF2142'OF THE CENTER LINE OF U.S. HIGHWAY 2, 49 FEET NORTH OF SOUTH
 TF2142'RIGHT-OF-WAY FENCE LINE AND 58 FEET NORTHEAST OF A HIGHWAY
 TF2142'RIGHT-OF-WAY POST IN THE FENCE LINE.
 TF2142
 TF2142                          STATION RECOVERY (1963)
 TF2142
 TF2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 TF2142'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK (RESET)
 TF2142'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION
 TF2142'MARK AND REFERENCE MARK 2 ARE ABOUT 12 INCHES BELOW THE
 TF2142'GROUND SURFACE.  REFERENCE MARK 1 WAS NOT SEARCHED FOR AT
 TF2142'THIS TIME.  THE STATION WAS NOT OCCUPIED.
 TF2142
 TF2142                          STATION RECOVERY (1979)
 TF2142
 TF2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 TF2142'STATION MARK, RM 1, AZIMUTH MARK RECOVERED IN GOOD CONDITION, RM 2
 TF2142'WAS NOT FOUND.  MARKS ARE IN WAY OF ROAD CONSTRUCTION.  STATION EAST
 TF2142'2, RM 3, RM 4 AND AZIMUTH MARK 3 WERE ESTABLISHED.  THE DISTANCE TO
 TF2142'RM 1 DID NOT CHECK BY 0.052 METERS
 TF2142'
 TF2142'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 TF2142'---EAST 1946 1955---.
 TF2142'
 TF2142'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF2142'STAMPED---EAST NO 2 1946---.
 TF2142'
 TF2142'REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF2142'STAMPED---EAST NO 2 1946---.
 TF2142'
 TF2142'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 TF2142'STAMPED---EAST 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2125 ***********************************************************************
 TF2125  DESIGNATION -  EAST WOLSETH CHURCH CROSS
 TF2125  PID         -  TF2125
 TF2125  STATE/COUNTY-  ND/WARD
 TF2125  USGS QUAD   -  DEERING (1949)
 TF2125
 TF2125                         *CURRENT SURVEY CONTROL
 TF2125  ___________________________________________________________________
 TF2125* NAD 83(1996)-  48 26 39.09616(N)    101 05 45.44673(W)     ADJUSTED  
 TF2125* NAVD 88     -                                                        
 TF2125  ___________________________________________________________________
 TF2125  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TF2125  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF2125
 TF2125  HORZ ORDER  -  THIRD
 TF2125
 TF2125.The horizontal coordinates were established by classical geodetic methods
 TF2125.and adjusted by the National Geodetic Survey in January 1998..
 TF2125
 TF2125
 TF2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2125
 TF2125.The geoid height was determined by GEOID03.
 TF2125
 TF2125;                    North         East     Units Scale Factor Converg.
 TF2125;SPC ND N     -   160,740.236   555,911.985   MT  0.99995551   -0 26 36.5
 TF2125;SPC ND N     -   527,362.98  1,823,858.22   iFT  0.99995551   -0 26 36.5
 TF2125;UTM  14      - 5,367,794.311   345,001.975   MT  0.99989518   -1 34 07.5
 TF2125
 TF2125                          SUPERSEDED SURVEY CONTROL
 TF2125
 TF2125  NAD 83(1986)-  48 26 39.09543(N)    101 05 45.44593(W) AD(       ) 4
 TF2125  NAD 27      -  48 26 39.03100(N)    101 05 43.88300(W) AD(       ) 3
 TF2125
 TF2125.Superseded values are not recommended for survey control.
 TF2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2125.See file dsdata.txt to determine how the superseded data were derived.
 TF2125
 TF2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4500267794(NAD 83)
 TF2125_MARKER: 91 = CHURCH CROSS
 TF2125
 TF2125  HISTORY     - Date     Condition        Report By
 TF2125  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2125
 TF2125                          STATION DESCRIPTION
 TF2125
 TF2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2125'LOCATED ABOUT 1 MILE EAST AND 1/2 MILE SOUTH OF THE TOWN OF
 TF2125'WOLSETH, TIP OF SPIRE AT BASE OF CROSS (ABOUT 50 FEET HIGH)
 TF2125'OF WHITE FRAME BUILDING (CHURCH DENOMINATION NOT KNOWN.) NOT
 TF2125'VISITED.  OBSERVED FROM TRIANGULATION STATIONS DEERING, MAYO,
 TF2125'BRACE, WOLSETH AND SCHWARZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1132 ***********************************************************************
 SM1132  DESIGNATION -  EASTMAN
 SM1132  PID         -  SM1132
 SM1132  STATE/COUNTY-  ND/FOSTER
 SM1132  USGS QUAD   -  KENSAL (1951)
 SM1132
 SM1132                         *CURRENT SURVEY CONTROL
 SM1132  ___________________________________________________________________
 SM1132* NAD 83(1996)-  47 21 08.72699(N)    098 37 35.99465(W)     ADJUSTED  
 SM1132* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 SM1132  ___________________________________________________________________
 SM1132  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 SM1132  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 SM1132
 SM1132  HORZ ORDER  -  FIRST
 SM1132
 SM1132.The horizontal coordinates were established by classical geodetic methods
 SM1132.and adjusted by the National Geodetic Survey in January 1998..
 SM1132
 SM1132.The orthometric height was scaled from a topographic map.
 SM1132
 SM1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1132
 SM1132.The geoid height was determined by GEOID03.
 SM1132
 SM1132;                    North         East     Units Scale Factor Converg.
 SM1132;SPC ND N     -    40,904.700   741,527.202   MT  1.00001689   +1 23 38.4
 SM1132;SPC ND N     -   134,201.77  2,432,832.03   iFT  1.00001689   +1 23 38.4
 SM1132;UTM  14      - 5,244,396.507   528,195.807   MT  0.99960977   +0 16 28.6
 SM1132
 SM1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1132!SPC ND N     -   0.99992975  x   1.00001689  =   0.99994664
 SM1132!UTM  14      -   0.99992975  x   0.99960977  =   0.99953955
 SM1132
 SM1132:                Primary Azimuth Mark                     Grid Az
 SM1132:SPC ND N     -  EASTMAN AZ MK                            073 05 21.1
 SM1132:UTM  14      -  EASTMAN AZ MK                            074 12 30.9
 SM1132
 SM1132|---------------------------------------------------------------------|
 SM1132| PID    Reference Object                     Distance      Geod. Az  |
 SM1132|                                                           dddmmss.s |
 SM1132| CO4863 EASTMAN AZ MK                                      0742859.5 |
 SM1132| CO4864 EASTMAN RM 1                         68.388 METERS 13942     |
 SM1132| SM1134 KENSAL ST JOHNS CATH CH CROSS       APPROX. 9.8 KM 2345343.5 |
 SM1132| CO4865 EASTMAN RM 2                         45.410 METERS 29836     |
 SM1132|---------------------------------------------------------------------|
 SM1132
 SM1132                          SUPERSEDED SURVEY CONTROL
 SM1132
 SM1132  NAD 83(1986)-  47 21 08.72919(N)    098 37 35.99123(W) AD(       ) 1
 SM1132  NAD 27      -  47 21 08.74200(N)    098 37 34.63100(W) AD(       ) 1
 SM1132
 SM1132.Superseded values are not recommended for survey control.
 SM1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1132.See file dsdata.txt to determine how the superseded data were derived.
 SM1132
 SM1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2819644397(NAD 83)
 SM1132_MARKER: DS = TRIANGULATION STATION DISK
 SM1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1132
 SM1132  HISTORY     - Date     Condition        Report By
 SM1132  HISTORY     - 1934     MONUMENTED       CGS
 SM1132  HISTORY     - 1960     SEE DESCRIPTION  CGS
 SM1132
 SM1132                          STATION DESCRIPTION
 SM1132
 SM1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1132'STATION IS LOCATED ABOUT 9.5 MILES NNW OF COURTENAY, 7.75
 SM1132'MILES SSW OF GLENFIELD, IN SEC. 30, T 145 N, R 62 W, IN
 SM1132'EASTMAN TOWNSHIP, ABOUT 1,000 FEET S OF THE NW CORNER OF THE
 SM1132'ABOVE SECTION, ON LAND OWNED BY BOB AND MAC TURNER OF COURTENAY.
 SM1132'STATION IS 209 FEET N BY NE CORNER OF MR. O NEILS HOUSE,
 SM1132'166 FEET E OF THE CENTER LINE OF N-S ROAD LEADING TO STATION,
 SM1132'JUST S OF A ROCK PILE AND SMALL MOUND WHERE SHARP BREAK IN
 SM1132'GROUND BEGINS.  MARK IS FLUSH WITH THE SURFACE.
 SM1132'
 SM1132'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1132'BRONZE DISKS SET IN CONCRETE.
 SM1132'
 SM1132'REFERENCE MARK NO. 1 IS SE OF STATION, 5.0 FEET N OF N SIDE
 SM1132'OF SMALL SHED, AND PROJECTS ABOUT 5 INCHES.
 SM1132'
 SM1132'REFERENCE MARK NO. 2 IS WNW OF STATION, 35 FEET E OF CENTER
 SM1132'LINE OF N-S ROAD AND 12 FEET N OF TELEPHONE POLE.  MARK
 SM1132'PROJECTS ABOUT 4 INCHES.
 SM1132'
 SM1132'AZIMUTH MARK IS ENE OF STATION.  REACHED BY GOING N FOR 0.2
 SM1132'MILE, THENCE RIGHT (E), GO 0.85 MILE TO MARK ON LEFT.  IT IS
 SM1132'40 FEET N OF CENTER LINE OF E-W ROAD, ON N-S RIGHT-OF-WAY
 SM1132'FENCE LINE.  MARK PROJECTS ABOUT 10 INCHES.
 SM1132'
 SM1132'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 SM1132'AND 20 JUST E OF GLENFIELD, GO S ON STATE HIGHWAY 20 FOR 6.7
 SM1132'MILES OR 1.0 MILE BEYOND WHERE TELEPHONE LINE CROSSES ROAD
 SM1132'AT CROSS ROAD.  AND TURN RIGHT (W) AT CROSSROADS.  GO 3.0
 SM1132'MILES W TURN LEFT (S), GO 0.2 MILE S TO TOP OF GRADE AND TURN
 SM1132'LEFT INTO THE YARD OF MIKE O NEIL NEAR STATION SITE.
 SM1132'
 SM1132'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 SM1132
 SM1132                          STATION RECOVERY (1960)
 SM1132
 SM1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1132'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND.
 SM1132'THIS MARK WAS RESET BY PLUMBING OVER THE UNDERGROUND MARK AND
 SM1132'THE DISK WAS RESTAMPED EASTMAN 1934 1960.
 SM1132'
 SM1132'THE STATION MARK IS NEAR THE SOUTHWEST EDGE OF A SMALL ROUND
 SM1132'PATCH OF UNCULTIVATED LAND THAT HAS A ROCK PILE NEAR THE
 SM1132'CENTER.  ALL BUILDINGS HAVE BEEN REMOVED FROM THE VICINITY.
 SM1132'
 SM1132'THE REFERENCE MARKS ARE IN CULTIVATED LAND BUT THERE WAS NO
 SM1132'SUITABLE LOCATION TO MOVE THEM IN THE IMMEDIATE VICINITY.
 SM1132'
 SM1132'THE AZIMUTH MARK WAS NOT RECOVERED AND HAD APPEARANTLY BEEN
 SM1132'DESTROYED WHEN ROAD WAS WIDENED.  THE DESCRIBED LOCATION WAS
 SM1132'IN THE BOTTOM OF THE PRESENT GRADER DITCH.  A BENCH MARK WAS
 SM1132'RECOVERED ABOUT 1.15 MILE EAST-NORTHEAST OF THE STATION SO
 SM1132'THIS MARK WAS USED FOR THE AZIMUTH.  THIS MARK IS ABOUT 0.1
 SM1132'MILE EAST OF A CROSSROAD, ABOUT 115 FEET NORTH OF THE CENTERLINE
 SM1132'OF EAST-WEST ROAD, 52 FEET SOUTH OF THE CENTER OF THE SOUTH
 SM1132'SIDE OF A SCHOOL HOUSE AND 1-1/2 FEET EAST OF A FLAG POLE.
 SM1132'IT IS A STANDARD BENCH MARK DISK, STAMPED K 206 1935 AND
 SM1132'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 SM1132'
 SM1132'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GLENFIELD
 SM1132'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0755 ***********************************************************************
 SO0755  DESIGNATION -  ECKELBERG
 SO0755  PID         -  SO0755
 SO0755  STATE/COUNTY-  ND/DUNN
 SO0755  USGS QUAD   -  DUNN CENTER NE (1970)
 SO0755
 SO0755                         *CURRENT SURVEY CONTROL
 SO0755  ___________________________________________________________________
 SO0755* NAD 83(1996)-  47 28 44.67081(N)    102 33 48.40941(W)     ADJUSTED  
 SO0755* NAVD 88     -       766.     (meters)    2513.     (feet)  SCALED    
 SO0755  ___________________________________________________________________
 SO0755  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 SO0755  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SO0755
 SO0755  HORZ ORDER  -  FIRST
 SO0755
 SO0755.The horizontal coordinates were established by classical geodetic methods
 SO0755.and adjusted by the National Geodetic Survey in January 1998..
 SO0755
 SO0755.The orthometric height was scaled from a topographic map.
 SO0755
 SO0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0755
 SO0755.The geoid height was determined by GEOID03.
 SO0755
 SO0755;                    North         East     Units Scale Factor Converg.
 SO0755;SPC ND S     -   203,511.969   444,488.792   MT  0.99999916   -1 30 18.2
 SO0755;SPC ND S     -   667,690.19  1,458,296.56   iFT  0.99999916   -1 30 18.2
 SO0755;UTM  13      - 5,261,281.930   683,573.339   MT  1.00001415   +1 47 46.7
 SO0755
 SO0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0755!SPC ND S     -   0.99988265  x   0.99999916  =   0.99988181
 SO0755!UTM  13      -   0.99988265  x   1.00001415  =   0.99989680
 SO0755
 SO0755|---------------------------------------------------------------------|
 SO0755| PID    Reference Object                     Distance      Geod. Az  |
 SO0755|                                                           dddmmss.s |
 SO0755| CQ8294 ECKELBERG RM 1                       14.387 METERS 05020     |
 SO0755| CQ8295 ECKELBERG RM 2                       13.688 METERS 18549     |
 SO0755| SO0757 DUNN CENTER OCCIDENT ELEVATOR       APPROX.15.0 KM 1972802.8 |
 SO0755| CQ8293 ECKELBERG AZ MK                                    2123227.0 |
 SO0755| SO0762 KILLDEER MUNICIPAL TANK             APPROX.18.7 KM 2302055.6 |
 SO0755|---------------------------------------------------------------------|
 SO0755
 SO0755                          SUPERSEDED SURVEY CONTROL
 SO0755
 SO0755  NAD 83(1986)-  47 28 44.66629(N)    102 33 48.40316(W) AD(       ) 1
 SO0755  NAD 27      -  47 28 44.63200(N)    102 33 46.75700(W) AD(       ) 1
 SO0755
 SO0755.Superseded values are not recommended for survey control.
 SO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0755.See file dsdata.txt to determine how the superseded data were derived.
 SO0755
 SO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN8357361282(NAD 83)
 SO0755_MARKER: DS = TRIANGULATION STATION DISK
 SO0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0755
 SO0755  HISTORY     - Date     Condition        Report By
 SO0755  HISTORY     - 1941     MONUMENTED       CGS
 SO0755
 SO0755                          STATION DESCRIPTION
 SO0755
 SO0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0755'STATION IS ABOUT 10 MILES NNE OF THE TOWN OF DUNN CENTER, ABOUT
 SO0755'0.2 MILE E AND 0.4 MILE N OF THE SW CORNER OF SEC. 8, T. 146 N,
 SO0755'R. 93 W, ON LAND OWNED BY ED. ECKELBERG.  IT IS ON THE SUMMIT OF
 SO0755'A ROUNDED HILL COVERED WITH BOULDERS THAT IS ABOUT 3 MILES S
 SO0755'OF THE LITTLE MISSOURI RIVER AND OVERLOOKS THE RIVER BREAKS.
 SO0755'THERE IS A SIMILAR HILL, OF ABOUT THE SAME ELEVATION, 200 YARDS
 SO0755'NW.  IT IS 14 FEET N OF A WHITE REFERENCE POST AND PROJECTS 8
 SO0755'INCHES.  IT IS STAMPED ECKELBERG 1941.
 SO0755'
 SO0755'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SO0755'BRONZE DISKS SET IN CONCRETE.
 SO0755'
 SO0755'REFERENCE MARK NO. 1 IS STAMPED ECKELBERG NO. 1 1941 AND PROJECTS
 SO0755'ABOUT 8 INCHES.
 SO0755'
 SO0755'REFERENCE MARK NO. 2 IS STAMPED ECKELBERG NO. 2 1941 AND PROJECTS
 SO0755'ABOUT 6 INCHES.
 SO0755'
 SO0755'THE AZIMUTH MARK IS 4 FEET N OF A WHITE REFERENCE POST AND 1 FOOT
 SO0755'W OF A FENCE.  IT IS STAMPED ECKELBERG 1941 AND PROJECTS 6 INCHES.
 SO0755'
 SO0755'TO REACH THE STATION FROM THE POST OFFICE IN DUNN CENTER, GO
 SO0755'N ON GRAVEL ROAD FOR 0.35 MILE TO A CROSS ROAD, TURN RIGHT, E,
 SO0755'AND GO 0.5 MILE TO A LEFT TURN, TURN LEFT AND GO 3.2 MILES TO A
 SO0755'T-ROAD, TURN RIGHT, E, AND GO 2.1 MILES TO A CROSS ROAD, TURN
 SO0755'LEFT, N, AND GO 4 MILES TO A LEFT TURN, CONTINUE STRAIGHT AHEAD,
 SO0755'N, THROUGH CATTLE GUARD AND FOLLOW MEANDERING PRAIRIE ROAD FOR
 SO0755'1.1 MILES TO A JOGGED FENCE CORNER, GO NW THROUGH CATTLE GUARD
 SO0755'AND GO DUE N ALONG W SIDE OF A N-S FENCE FOR 0.2 MILE TO THE
 SO0755'AZIMUTH MARK ON THE RIGHT IN THE FENCE LINE, CONTINUE N ALONG
 SO0755'FENCE FOR 0.4 MILE TO A GATE, TURN RIGHT THROUGH GATE AND GO
 SO0755'SE ACROSS PASTURE 0.25 MILE TO THE HIGHEST POINT AND
 SO0755'STATION.
 SO0755'
 SO0755'4-FOOT STANDS AT WERNER, EAGLE, STRAY, LITVIN, AND NORTH ARE
 SO0755'VISIBLE FROM THE GROUND.
 SO0755'
 SO0755'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2107 ***********************************************************************
 TF2107  DESIGNATION -  ECKMAN CUPOLA ON SCHOOL
 TF2107  PID         -  TF2107
 TF2107  STATE/COUNTY-  ND/BOTTINEAU
 TF2107  USGS QUAD   -  ECKMAN (1949)
 TF2107
 TF2107                         *CURRENT SURVEY CONTROL
 TF2107  ___________________________________________________________________
 TF2107* NAD 83(1996)-  48 39 27.15250(N)    101 03 21.58244(W)     ADJUSTED  
 TF2107* NAVD 88     -                                                        
 TF2107  ___________________________________________________________________
 TF2107  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 TF2107  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF2107
 TF2107  HORZ ORDER  -  THIRD
 TF2107
 TF2107.The horizontal coordinates were established by classical geodetic methods
 TF2107.and adjusted by the National Geodetic Survey in January 1998..
 TF2107
 TF2107
 TF2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2107
 TF2107.The geoid height was determined by GEOID03.
 TF2107
 TF2107;                    North         East     Units Scale Factor Converg.
 TF2107;SPC ND N     -   184,441.406   559,039.591   MT  0.99998586   -0 24 49.4
 TF2107;SPC ND N     -   605,122.72  1,834,119.39   iFT  0.99998586   -0 24 49.4
 TF2107;UTM  14      - 5,391,427.416   348,595.152   MT  0.99988164   -1 32 38.0
 TF2107
 TF2107                          SUPERSEDED SURVEY CONTROL
 TF2107
 TF2107  NAD 83(1986)-  48 39 27.14997(N)    101 03 21.58285(W) AD(       ) 4
 TF2107  NAD 27      -  48 39 27.07400(N)    101 03 20.01900(W) AD(       ) 3
 TF2107
 TF2107.Superseded values are not recommended for survey control.
 TF2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2107.See file dsdata.txt to determine how the superseded data were derived.
 TF2107
 TF2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4859591427(NAD 83)
 TF2107_MARKER: 86 = CUPOLA
 TF2107
 TF2107  HISTORY     - Date     Condition        Report By
 TF2107  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2107
 TF2107                          STATION DESCRIPTION
 TF2107
 TF2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2107'POINT OBSERVED UPON WAS THE TIP OF CUPOLA OF SCHOOL IN ECKMAN.
 TF2107'SCHOOL IS WHITE FRAME 2-STORY STRUCTURE WITH CUPOLA ON WEST
 TF2107'SIDE.  THIS IS ONLY SCHOOL IN TOWN.
 TF2107'
 TF2107'OBSERVED UPON FROM TRIANGULATION STATIONS SCHWARZ, BRACE,
 TF2107'KAPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2106 ***********************************************************************
 TF2106  DESIGNATION -  ECKMAN SPIRE
 TF2106  PID         -  TF2106
 TF2106  STATE/COUNTY-  ND/BOTTINEAU
 TF2106  USGS QUAD   -  ECKMAN (1949)
 TF2106
 TF2106                         *CURRENT SURVEY CONTROL
 TF2106  ___________________________________________________________________
 TF2106* NAD 83(1996)-  48 39 25.19080(N)    101 03 27.66523(W)     ADJUSTED  
 TF2106* NAVD 88     -                                                        
 TF2106  ___________________________________________________________________
 TF2106  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 TF2106  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF2106
 TF2106  HORZ ORDER  -  THIRD
 TF2106
 TF2106.The horizontal coordinates were established by classical geodetic methods
 TF2106.and adjusted by the National Geodetic Survey in January 1998..
 TF2106
 TF2106
 TF2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2106
 TF2106.The geoid height was determined by GEOID03.
 TF2106
 TF2106;                    North         East     Units Scale Factor Converg.
 TF2106;SPC ND N     -   184,381.712   558,914.676   MT  0.99998576   -0 24 54.0
 TF2106;SPC ND N     -   604,926.88  1,833,709.57   iFT  0.99998576   -0 24 54.0
 TF2106;UTM  14      - 5,391,370.204   348,469.097   MT  0.99988211   -1 32 42.5
 TF2106
 TF2106                          SUPERSEDED SURVEY CONTROL
 TF2106
 TF2106  NAD 83(1986)-  48 39 25.18827(N)    101 03 27.66556(W) AD(       ) 4
 TF2106  NAD 27      -  48 39 25.11000(N)    101 03 26.10000(W) AD(       ) 3
 TF2106
 TF2106.Superseded values are not recommended for survey control.
 TF2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2106.See file dsdata.txt to determine how the superseded data were derived.
 TF2106
 TF2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4846991370(NAD 83)
 TF2106_MARKER: 89 = SPIRE
 TF2106
 TF2106  HISTORY     - Date     Condition        Report By
 TF2106  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2106
 TF2106                          STATION DESCRIPTION
 TF2106
 TF2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2106'LOCATED ON EAST SIDE OF MAIN HIGHWAY THROUGH TOWN.  TIP OF
 TF2106'SPIRE (ABOUT 40 FEET HIGH) OF WHITE FRAME BUILDING.  ONLY
 TF2106'SPIRE IN TOWN.  OBSERVED FROM TRIANGULATION STATIONS BRACE
 TF2106'AND KAPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1329 ***********************************************************************
 SL1329  DESIGNATION -  EDENDALE
 SL1329  PID         -  SL1329
 SL1329  STATE/COUNTY-  ND/STEELE
 SL1329  USGS QUAD   -  HOPE NE (1968)
 SL1329
 SL1329                         *CURRENT SURVEY CONTROL
 SL1329  ___________________________________________________________________
 SL1329* NAD 83(1996)-  47 24 41.34988(N)    097 30 17.75086(W)     ADJUSTED  
 SL1329* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 SL1329  ___________________________________________________________________
 SL1329  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 SL1329  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SL1329
 SL1329  HORZ ORDER  -  FIRST
 SL1329
 SL1329.The horizontal coordinates were established by classical geodetic methods
 SL1329.and adjusted by the National Geodetic Survey in January 1998..
 SL1329
 SL1329.The orthometric height was scaled from a topographic map.
 SL1329
 SL1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1329
 SL1329.The geoid height was determined by GEOID03.
 SL1329
 SL1329;                    North         East     Units Scale Factor Converg.
 SL1329;SPC ND N     -    50,145.163   825,982.191   MT  1.00000437   +2 13 43.4
 SL1329;SPC ND N     -   164,518.25  2,709,915.32   iFT  1.00000437   +2 13 43.4
 SL1329;UTM  14      - 5,251,976.218   612,786.845   MT  0.99975633   +1 06 03.0
 SL1329
 SL1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1329!SPC ND N     -   0.99995165  x   1.00000437  =   0.99995602
 SL1329!UTM  14      -   0.99995165  x   0.99975633  =   0.99970800
 SL1329
 SL1329|---------------------------------------------------------------------|
 SL1329| PID    Reference Object                     Distance      Geod. Az  |
 SL1329|                                                           dddmmss.s |
 SL1329| CQ5704 EDENDALE RM 1                        28.773 METERS 08958     |
 SL1329| SL1328 EDENDALE 2                           11.511 METERS 18125     |
 SL1329| SL1336 BLABON ST ANTHONY DAK CO ELEV       APPROX.21.3 KM 2673840.7 |
 SL1329| CQ5705 EDENDALE RM 2                        33.179 METERS 27010     |
 SL1329| CQ5703 EDENDALE AZ MK                                     2711035.2 |
 SL1329| CO6605 PERRY CHURCH SPIRE                                 3404002.3 |
 SL1329|---------------------------------------------------------------------|
 SL1329
 SL1329                          SUPERSEDED SURVEY CONTROL
 SL1329
 SL1329  NAD 83(1986)-  47 24 41.34791(N)    097 30 17.74269(W) AD(       ) 1
 SL1329  NAD 27      -  47 24 41.37600(N)    097 30 16.41800(W) AD(       ) 1
 SL1329
 SL1329.Superseded values are not recommended for survey control.
 SL1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1329.See file dsdata.txt to determine how the superseded data were derived.
 SL1329
 SL1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1278751976(NAD 83)
 SL1329_MARKER: DS = TRIANGULATION STATION DISK
 SL1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1329
 SL1329  HISTORY     - Date     Condition        Report By
 SL1329  HISTORY     - 1941     MONUMENTED       CGS
 SL1329  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SL1329
 SL1329                          STATION DESCRIPTION
 SL1329
 SL1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1329'STATION IS LOCATED ABOUT 6 MILES S AND 6.5 MILES W OF PORTLAND
 SL1329'AT ABOUT THE CENTER OF THE N EDGE OF SEC. 2, T. 145 N, R. 64
 SL1329'W.  IT IS 25 FEET S OF THE CENTER LINE OF A DIRT ROAD, 5.5 FEET
 SL1329'W OF A WHITE REFERENCE POST, AND 1 FOOT S OF A FENCE.  IT IS
 SL1329'STAMPED EDENDALE 1941 AND PROJECTS 6 INCHES.
 SL1329'
 SL1329'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1329'BRONZE DISKS SET IN CONCRETE.
 SL1329'
 SL1329'REFERENCE MARK NO. 1 IS 1 FOOT S OF A FENCE, 20 FEET E OF A
 SL1329'TELEPHONE POLE, AND 25 FEET S OF THE CENTER LINE OF A DIRT ROAD.
 SL1329'IT IS STAMPED EDENDALE NO. 1 1941 AND PROJECTS 8 INCHES.
 SL1329'
 SL1329'REFERENCE MARK NO. 2 IS 4 FEET W OF A TELEPHONE POLE, 25 FEET
 SL1329'S OF THE CENTER LINE OF A DIRT ROAD, AND 1 FOOT S OF A FENCE.
 SL1329'IT IS STAMPED EDENDALE NO. 2 1941 AND PROJECTS 8 INCHES.
 SL1329'
 SL1329'THE AZIMUTH MARK IS 28 FEET E OF A GRAVEL ROAD, 29 FEET N OF
 SL1329'A DIRT ROAD, 5 FEET S OF A WHITE REFERENCE POST, AND 5.5 FEET N
 SL1329'OF A FENCE CORNER.  IT IS STAMPED EDENDALE 1941 AND PROJECTS ABOUT
 SL1329'6 INCHES.
 SL1329'
 SL1329'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND
 SL1329'STATE HIGHWAY 18 ABOUT 6 MILES W OF PORTLAND, GO W ON STATE HIGHWAY
 SL1329'7 FOR 3.25 MILES TO A CROSS ROAD.  TURN LEFT (S) FOR 3.0 MILES
 SL1329'ON A POOR DIRT SECTION LINE ROAD, TO A CROSS ROAD AND JUNCTION
 SL1329'WITH A GRAVEL ROAD.  CONTINUE STRAIGHT AHEAD (S) ON GRAVEL FOR 5.0
 SL1329'MILES TO A CROSS ROAD AND AZIMUTH MARK IN THE NE CORNER.
 SL1329'TURN LEFT (E) ON POOR DIRT ROAD FOR 0.5 MILE TO THE STATION
 SL1329'ON THE RIGHT.
 SL1329'
 SL1329'*STATE HIGHWAY 7 WILL BE CHANGED IN THE NEAR FUTURE, W OF PORTLAND.
 SL1329'
 SL1329'A 77-FOOT SIGNAL AT HUGO IS VISIBLE AT 37 FEET.
 SL1329'
 SL1329'A 4-FOOT SIGNAL AT GOLDEN LAKE IS VISIBLE AT 50 FEET.
 SL1329'
 SL1329'A 90-FOOT SIGNAL AT LITTLE FORKS IS VISIBLE AT 64 FEET.
 SL1329'
 SL1329'A 90-FOOT SIGNAL AT GARFIELD IS VISIBLE AT 77 FEET.
 SL1329'
 SL1329'A 103-FOOT SIGNAL AT MAYVILLE IS VISIBLE AT 64 FEET.
 SL1329'
 SL1329'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 SL1329
 SL1329                          STATION RECOVERY (1954)
 SL1329
 SL1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1329'THE STATION WAS RECOVERED AS DESCRIBED BY W.N.M. IN 1941 AND THE
 SL1329'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 2 WERE FOUND
 SL1329'IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO. 1 HAS BEEN
 SL1329'DISTURBED BY A ROAD GRADER.  THE STATION MARK AND BOTH REFERENCE
 SL1329'MARKS WERE IN DANGER OF BEING DESTROYED BY FUTURE ROAD GRADING
 SL1329'AND WERE DESTROYED BY THIS PARTY.  TRIANGULATION STATION
 SL1329'EDENDALE 2 1954 WAS ESTABLISHED 35 FEET SOUTH OF THE ORIGINAL
 SL1329'STATION MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1328 ***********************************************************************
 SL1328  DESIGNATION -  EDENDALE 2
 SL1328  PID         -  SL1328
 SL1328  STATE/COUNTY-  ND/STEELE
 SL1328  USGS QUAD   -  HOPE NE (1968)
 SL1328
 SL1328                         *CURRENT SURVEY CONTROL
 SL1328  ___________________________________________________________________
 SL1328* NAD 83(1996)-  47 24 40.97725(N)    097 30 17.76442(W)     ADJUSTED  
 SL1328* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 SL1328  ___________________________________________________________________
 SL1328  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 SL1328  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SL1328
 SL1328  HORZ ORDER  -  FIRST
 SL1328
 SL1328.The horizontal coordinates were established by classical geodetic methods
 SL1328.and adjusted by the National Geodetic Survey in January 1998..
 SL1328
 SL1328.The orthometric height was scaled from a topographic map.
 SL1328
 SL1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1328
 SL1328.The geoid height was determined by GEOID03.
 SL1328
 SL1328;                    North         East     Units Scale Factor Converg.
 SL1328;SPC ND N     -    50,133.653   825,982.354   MT  1.00000439   +2 13 43.4
 SL1328;SPC ND N     -   164,480.49  2,709,915.86   iFT  1.00000439   +2 13 43.4
 SL1328;UTM  14      - 5,251,964.709   612,786.782   MT  0.99975633   +1 06 03.0
 SL1328
 SL1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1328!SPC ND N     -   0.99995165  x   1.00000439  =   0.99995604
 SL1328!UTM  14      -   0.99995165  x   0.99975633  =   0.99970800
 SL1328
 SL1328|---------------------------------------------------------------------|
 SL1328| PID    Reference Object                     Distance      Geod. Az  |
 SL1328|                                                           dddmmss.s |
 SL1328| SL1329 EDENDALE                             11.511 METERS 00125     |
 SL1328| CQ5707 EDENDALE 2 RM 1                      27.549 METERS 07344     |
 SL1328| SL1325 CLIFFORD MICROWAVE MAST             APPROX. 8.6 KM 1391749.3 |
 SL1328| CQ5708 EDENDALE 2 RM 2                      22.972 METERS 20931     |
 SL1328| CQ5706 EDENDALE AZ MK                                     2715610.5 |
 SL1328|---------------------------------------------------------------------|
 SL1328
 SL1328                          SUPERSEDED SURVEY CONTROL
 SL1328
 SL1328  NAD 83(1986)-  47 24 40.97533(N)    097 30 17.75625(W) AD(       ) 1
 SL1328  NAD 27      -  47 24 41.00300(N)    097 30 16.43100(W) AD(       ) 1
 SL1328
 SL1328.Superseded values are not recommended for survey control.
 SL1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1328.See file dsdata.txt to determine how the superseded data were derived.
 SL1328
 SL1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1278751965(NAD 83)
 SL1328_MARKER: DS = TRIANGULATION STATION DISK
 SL1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1328
 SL1328  HISTORY     - Date     Condition        Report By
 SL1328  HISTORY     - 1954     MONUMENTED       CGS
 SL1328
 SL1328                          STATION DESCRIPTION
 SL1328
 SL1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1328'THE STATION IS LOCATED AT THE NORTHERN EDGE OF A PASTURE OWNED
 SL1328'BY MR. ENGUALD JORGENSON.  IT IS ABOUT 6.5 MILES SOUTHWEST OF
 SL1328'PORTLAND AND 6 MILES NORTHWEST OF CLIFFORD.
 SL1328'
 SL1328'REACHED FROM THE RAILROAD DEPOT IN CLIFFORD BY GOING NORTH ON
 SL1328'THE MAIN NORTH-AND-SOUTH STREET FOR 0.3 MILE TO A CROSSROAD.
 SL1328'TURN LEFT, WEST, AND GO 5.1 MILES TO A T-ROAD.  TURN RIGHT, NORTH,
 SL1328'AND GO 4.2 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 SL1328'NORTHEAST ANGLE.  TURN RIGHT, EAST, AND GO 0.55 MILE TO THE
 SL1328'STATION ON THE RIGHT.
 SL1328'
 SL1328'THE STATION MARK IS 90 FEET SOUTHWEST OF A TELEPHONE POLE, 61
 SL1328'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRADED ROAD, AND 26
 SL1328'FEET SOUTH OF A WIRE FENCE AND WITNESS POST.  THE MARK IS LEVEL
 SL1328'WITH THE GROUND SURFACE, AND THE DISK IS STAMPED EDENDALE 2 1954.
 SL1328'
 SL1328'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 35 FEET SOUTH OF THE
 SL1328'APPROXIMATE CENTER OF THE GRADED ROAD, 21 FEET NORTHEAST OF THE
 SL1328'TELEPHONE POLE, AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK
 SL1328'PROJECTS 3 INCHES, AND THE DISK IS STAMPED EDENDALE 2 NO 1 1954.
 SL1328'
 SL1328'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 92 FEET SOUTH
 SL1328'OF THE WIRE FENCE.  THE MARK IS LEVEL WITH THE GROUND SURFACE,
 SL1328'AND THE DISK IS STAMPED EDENDALE 2 NO 2 1954.
 SL1328'
 SL1328'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE WEST OF THE STATION, IS
 SL1328'28 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 30
 SL1328'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRADED ROAD, 5 FEET
 SL1328'SOUTH OF A WITNESS POST, AND 6 FEET NORTH OF A WITNESS POST.
 SL1328'THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED EDENDALE
 SL1328'1941.
 SL1328'
 SL1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0667 ***********************************************************************
 RQ0667  DESIGNATION -  EDGELEY JAMES V ELEC COOP MAST
 RQ0667  PID         -  RQ0667
 RQ0667  STATE/COUNTY-  ND/LA MOURE
 RQ0667  USGS QUAD   -  EDGELEY (1982)
 RQ0667
 RQ0667                         *CURRENT SURVEY CONTROL
 RQ0667  ___________________________________________________________________
 RQ0667* NAD 83(1996)-  46 21 21.63523(N)    098 42 09.76584(W)     ADJUSTED  
 RQ0667* NAVD 88     -                                                        
 RQ0667  ___________________________________________________________________
 RQ0667  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 RQ0667  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 RQ0667
 RQ0667  HORZ ORDER  -  THIRD
 RQ0667
 RQ0667.The horizontal coordinates were established by classical geodetic methods
 RQ0667.and adjusted by the National Geodetic Survey in January 1998..
 RQ0667
 RQ0667
 RQ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0667
 RQ0667.The geoid height was determined by GEOID03.
 RQ0667
 RQ0667;                    North         East     Units Scale Factor Converg.
 RQ0667;SPC ND S     -    78,207.271   738,312.050   MT  0.99997053   +1 18 39.3
 RQ0667;SPC ND S     -   256,585.53  2,422,283.63   iFT  0.99997053   +1 18 39.3
 RQ0667;UTM  14      - 5,133,646.796   522,871.554   MT  0.99960643   +0 12 54.5
 RQ0667
 RQ0667                          SUPERSEDED SURVEY CONTROL
 RQ0667
 RQ0667  NAD 83(1986)-  46 21 21.64237(N)    098 42 09.75660(W) AD(       ) 4
 RQ0667  NAD 27      -  46 21 21.74900(N)    098 42 08.39600(W) AD(       ) 3
 RQ0667
 RQ0667.Superseded values are not recommended for survey control.
 RQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0667.See file dsdata.txt to determine how the superseded data were derived.
 RQ0667
 RQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2287233647(NAD 83)
 RQ0667_MARKER: 42 = RADIO/TV MAST
 RQ0667
 RQ0667  HISTORY     - Date     Condition        Report By
 RQ0667  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0667
 RQ0667                          STATION DESCRIPTION
 RQ0667
 RQ0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0667'THE STATION IS THE RADIO MAST THAT IS LOCATED 0.5 MILE SOUTHEAST
 RQ0667'OF EDGELEY AT THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 RQ0667'HIGHWAY 13 AT THE JAMES VALLEY ELECTRIC CO-OP HEADQUARTERS.
 RQ0667'THE MAST IS 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0665 ***********************************************************************
 RQ0665  DESIGNATION -  EDGELEY MUNICIPAL TANK
 RQ0665  PID         -  RQ0665
 RQ0665  STATE/COUNTY-  ND/LA MOURE
 RQ0665  USGS QUAD   -  EDGELEY (1982)
 RQ0665
 RQ0665                         *CURRENT SURVEY CONTROL
 RQ0665  ___________________________________________________________________
 RQ0665* NAD 83(1996)-  46 21 38.08306(N)    098 42 45.31714(W)     ADJUSTED  
 RQ0665* NAVD 88     -                                                        
 RQ0665  ___________________________________________________________________
 RQ0665  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 RQ0665  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0665
 RQ0665  HORZ ORDER  -  THIRD
 RQ0665
 RQ0665.The horizontal coordinates were established by classical geodetic methods
 RQ0665.and adjusted by the National Geodetic Survey in January 1998..
 RQ0665
 RQ0665
 RQ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0665
 RQ0665.The geoid height was determined by GEOID03.
 RQ0665
 RQ0665;                    North         East     Units Scale Factor Converg.
 RQ0665;SPC ND S     -    78,697.649   737,540.659   MT  0.99996987   +1 18 13.3
 RQ0665;SPC ND S     -   258,194.39  2,419,752.82   iFT  0.99996987   +1 18 13.3
 RQ0665;UTM  14      - 5,134,151.652   522,109.959   MT  0.99960601   +0 12 28.8
 RQ0665
 RQ0665                          SUPERSEDED SURVEY CONTROL
 RQ0665
 RQ0665  NAD 83(1986)-  46 21 38.08985(N)    098 42 45.30789(W) AD(       ) 4
 RQ0665  NAD 27      -  46 21 38.19700(N)    098 42 43.94300(W) AD(       ) 3
 RQ0665
 RQ0665.Superseded values are not recommended for survey control.
 RQ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0665.See file dsdata.txt to determine how the superseded data were derived.
 RQ0665
 RQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2211034152(NAD 83)
 RQ0665_MARKER: 53 = ELEVATED TANK
 RQ0665
 RQ0665  HISTORY     - Date     Condition        Report By
 RQ0665  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0665
 RQ0665                          STATION DESCRIPTION
 RQ0665
 RQ0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0665'POINT OBSERVED UPON IS THE FINIAL OF THE 130-FOOT WATER TANK
 RQ0665'ERECTED IN 1926 AND LOCATED ON WARREN STREET.
 RQ0665'
 RQ0665'STATION OBSERVED UPON FROM EDGLEY, WANO DEISEM AND KULM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0666 ***********************************************************************
 RQ0666  DESIGNATION -  EDGELEY TRANSFIG CH TALL SPIRE
 RQ0666  PID         -  RQ0666
 RQ0666  STATE/COUNTY-  ND/LA MOURE
 RQ0666  USGS QUAD   -  EDGELEY (1982)
 RQ0666
 RQ0666                         *CURRENT SURVEY CONTROL
 RQ0666  ___________________________________________________________________
 RQ0666* NAD 83(1996)-  46 21 27.53357(N)    098 42 41.84307(W)     ADJUSTED  
 RQ0666* NAVD 88     -                                                        
 RQ0666  ___________________________________________________________________
 RQ0666  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 RQ0666  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0666
 RQ0666  HORZ ORDER  -  THIRD
 RQ0666
 RQ0666.The horizontal coordinates were established by classical geodetic methods
 RQ0666.and adjusted by the National Geodetic Survey in January 1998..
 RQ0666
 RQ0666
 RQ0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0666
 RQ0666.The geoid height was determined by GEOID03.
 RQ0666
 RQ0666;                    North         East     Units Scale Factor Converg.
 RQ0666;SPC ND S     -    78,373.694   737,622.319   MT  0.99997029   +1 18 15.9
 RQ0666;SPC ND S     -   257,131.54  2,420,020.73   iFT  0.99997029   +1 18 15.9
 RQ0666;UTM  14      - 5,133,826.313   522,185.381   MT  0.99960605   +0 12 31.3
 RQ0666
 RQ0666                          SUPERSEDED SURVEY CONTROL
 RQ0666
 RQ0666  NAD 83(1986)-  46 21 27.54033(N)    098 42 41.83382(W) AD(       ) 4
 RQ0666  NAD 27      -  46 21 27.64700(N)    098 42 40.47000(W) AD(       ) 3
 RQ0666
 RQ0666.Superseded values are not recommended for survey control.
 RQ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0666.See file dsdata.txt to determine how the superseded data were derived.
 RQ0666
 RQ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2218533826(NAD 83)
 RQ0666_MARKER: 90 = CHURCH SPIRE
 RQ0666
 RQ0666  HISTORY     - Date     Condition        Report By
 RQ0666  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0666
 RQ0666                          STATION DESCRIPTION
 RQ0666
 RQ0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0666'POINT OBSERVED UPON IS THE TIP OF THE TALLEST SPIRE (60 FEET)
 RQ0666'ATOP THE FRAME TRANSFIGURATION CATHOLIC CHURCH ERECTED IN
 RQ0666'1910, LOCATED ON CASTLE STREET.
 RQ0666'
 RQ0666'STATION OBSERVED UPON FROM EDGLEY, WANO, DEISEM AND KULM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0668 ***********************************************************************
 RQ0668  DESIGNATION -  EDGLEY RESET
 RQ0668  PID         -  RQ0668
 RQ0668  STATE/COUNTY-  ND/LA MOURE
 RQ0668  USGS QUAD   -  EDGELEY (1982)
 RQ0668
 RQ0668                         *CURRENT SURVEY CONTROL
 RQ0668  ___________________________________________________________________
 RQ0668* NAD 83(1996)-  46 18 15.34490(N)    098 39 46.27077(W)     ADJUSTED  
 RQ0668* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 RQ0668  ___________________________________________________________________
 RQ0668  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 RQ0668  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0668
 RQ0668  HORZ ORDER  -  FIRST
 RQ0668
 RQ0668.The horizontal coordinates were established by classical geodetic methods
 RQ0668.and adjusted by the National Geodetic Survey in January 1998..
 RQ0668
 RQ0668.The orthometric height was scaled from a topographic map.
 RQ0668
 RQ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0668
 RQ0668.The geoid height was determined by GEOID03.
 RQ0668
 RQ0668;                    North         East     Units Scale Factor Converg.
 RQ0668;SPC ND S     -    72,527.836   741,513.453   MT  0.99997842   +1 20 23.9
 RQ0668;SPC ND S     -   237,952.22  2,432,786.92   iFT  0.99997842   +1 20 23.9
 RQ0668;UTM  14      - 5,127,909.272   525,962.603   MT  0.99960829   +0 14 37.6
 RQ0668
 RQ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0668!SPC ND S     -   0.99993039  x   0.99997842  =   0.99990881
 RQ0668!UTM  14      -   0.99993039  x   0.99960829  =   0.99953870
 RQ0668
 RQ0668|---------------------------------------------------------------------|
 RQ0668| PID    Reference Object                     Distance      Geod. Az  |
 RQ0668|                                                           dddmmss.s |
 RQ0668| CQ5713 EDGLEY RM 1                          46.081 METERS 06144     |
 RQ0668| RQ0654 D TESKES HOUSE CHIMNEY              APPROX.13.9 KM 1121713.4 |
 RQ0668| RQ0671 MONANGO ST PAULS LUTH CH CROSS      APPROX.15.7 KM 1595158.6 |
 RQ0668| CQ5712 EDGLEY AZ MK                                       1734253.0 |
 RQ0668| RQ0680 MERRICOURT PEAVEY ELEVATOR          APPROX.13.1 KM 2160602.4 |
 RQ0668| CQ5716 EDGLEY RM 4                          51.839 METERS 32419     |
 RQ0668| RQ0666 EDGELEY TRANSFIG CH TALL SPIRE      APPROX. 7.0 KM 3274128.3 |
 RQ0668| RQ0665 EDGELEY MUNICIPAL TANK              APPROX. 7.3 KM 3283343.2 |
 RQ0668| RQ0667 EDGELEY JAMES V ELEC COOP MAST      APPROX. 6.5 KM 3315550.3 |
 RQ0668| CQ5714 EDGLEY RM 2                          27.340 METERS 35215     |
 RQ0668| CQ5715 EDGLEY RM 3                          41.770 METERS 35720     |
 RQ0668|---------------------------------------------------------------------|
 RQ0668
 RQ0668                          SUPERSEDED SURVEY CONTROL
 RQ0668
 RQ0668  NAD 83(1986)-  46 18 15.35207(N)    098 39 46.26242(W) AD(       ) 1
 RQ0668  NAD 27      -  46 18 15.46200(N)    098 39 44.90400(W) AD(       ) 1
 RQ0668
 RQ0668.Superseded values are not recommended for survey control.
 RQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0668.See file dsdata.txt to determine how the superseded data were derived.
 RQ0668
 RQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2596327909(NAD 83)
 RQ0668_MARKER: DS = TRIANGULATION STATION DISK
 RQ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0668
 RQ0668  HISTORY     - Date     Condition        Report By
 RQ0668  HISTORY     - 1951     MONUMENTED       CGS
 RQ0668  HISTORY     - 1954     GOOD             CGS
 RQ0668  HISTORY     - 1961     GOOD             CGS
 RQ0668  HISTORY     - 1969     GOOD             NDHD
 RQ0668
 RQ0668                          STATION DESCRIPTION
 RQ0668
 RQ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RQ0668'STATION WAS RECOVERED, AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 RQ0668'A REQUEST, TO MOVE THE STATION MARK AND BOTH REFERENCE MARKS,
 RQ0668'WAS TREATED IN THE FOLLOWING MANNER.  THE STATION MARK WAS
 RQ0668'LOWERED TO A POINT ABOUT 18 IN. BELOW THE SURFACE OF THE GROUND.
 RQ0668'A NEW STATION DISK WAS USED.  REFERENCE MARKS 3 AND 4 WERE
 RQ0668'ESTABLISHED IN A FENCE LINE WHERE THEY WOULD NOT INTERFERE WITH
 RQ0668'CULTIVATION.  REFERENCE MARKS 1 AND 2 WERE DESTROYED AFTER
 RQ0668'OBSERVATIONS WERE MADE FROM THE ORIGINAL STATION MARK.  DUE TO
 RQ0668'ROAD CHANGES, A NEW DESCRIPTION IS NECESSARY.
 RQ0668'
 RQ0668'STATION IS LOCATED ABOUT 4.5 MI. S-SE OF EDGELEY, ON THE HIGHEST
 RQ0668'POINT OF A KNOLL, IN A CULTIVATED FIELD, ON LAND OWNED BY MR.
 RQ0668'L.L.C. NELSON, AND 138 FT. S OF A WIRE FENCE.  IT IS A STANDARD
 RQ0668'STATION DISK, STAMPED EDGLEY 1934 AND SET IN THE TOP OF A 12-IN.
 RQ0668'CONCRETE CYLINDER 18 IN. BELOW THE SURFACE OF THE GROUND.
 RQ0668'
 RQ0668'REFERENCE MARK 1 WAS ON THE NE SLOPE OF THE KNOLL, AND 62 FT.
 RQ0668'S OF THE WIRE FENCE.  IT WAS A STANDARD REFERENCE-MARK DISK,
 RQ0668'STAMPED EDGLEY NO 1 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0668'CYLINDER PROJECTING 8 IN.
 RQ0668'
 RQ0668'REFERENCE MARK 2 WAS 49 FT. S OF THE WIRE FENCE.  IT WAS A
 RQ0668'STANDARD REFERENCE-MARK DISK, STAMPED EDGLEY NO 2 1934 AND SET
 RQ0668'IN THE TOP OF A CONCRETE CYLINDER PROJECTING 2 IN.
 RQ0668'
 RQ0668'REFERENCE MARK 3 IS IN THE FENCE LINE.  IT IS A STANDARD
 RQ0668'REFERENCE-MARK DISK, STAMPED EDGLEY NO 3 1934 AND SET IN THE TOP
 RQ0668'OF A 12-IN. CONCRETE CYLINDER FLUSH WITH THE GROUND.
 RQ0668'
 RQ0668'REFERENCE MARK 4 IS IN THE FENCE LINE.  IT IS A STANDARD
 RQ0668'REFERENCE-MARK DISK, STAMPED EDGLEY NO 4 1934 AND SET IN THE TOP
 RQ0668'OF A 12-IN. CONCRETE CYLINDER FLUSH WITH THE GROUND.
 RQ0668'
 RQ0668'AZIMUTH MARK IS 25 FT. S OF THE CENTER OF A TRACK ROAD, 20 FT.
 RQ0668'W OF THE CENTER OF A TRACK ROAD, AND 12 FT. W OF A FENCE CORNER.
 RQ0668'IT IS A STANDARD REFERENCE MARK DISK, STAMPED EDGLEY AZI 1934
 RQ0668'AND SET IN THE TOP OF A 12-IN. CONCRETE CYLINDER PROJECTING 4 IN.
 RQ0668'
 RQ0668'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 RQ0668'STATE HIGHWAY 13 AT THE SE EDGE OF EDGELEY, GO SE ON U.S. HIGHWAY
 RQ0668'281 FOR 4.3 MI. TO A GRAVELED SIDE ROAD ON THE RIGHT AT A
 RQ0668'KULM 15 M SIGN AND A TRACK ROAD ON THE LEFT, THEN LEFT (E) ON
 RQ0668'THE TRACK ROAD FOR 0.3 MI. TO THE AZIMUTH MARK ON THE RIGHT AS
 RQ0668'DESCRIBED, TURN LEFT (N) ON A TRACK ROAD FOR 0.5 MI. THEN LEFT
 RQ0668'(W) FOR 0.05 MI. TO THE TOP OF THE KNOLL AND THE STATION AS
 RQ0668'DESCRIBED.
 RQ0668
 RQ0668                          STATION RECOVERY (1954)
 RQ0668
 RQ0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0668'THE STATION WAS RECOVERED AS DESCRIBED BY V.R. SOBIERALSKI IN
 RQ0668'1951.  THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE
 RQ0668'MARKS NO. 3 AND NO. 4 AND THE AZIMUTH MARK WERE FOUND IN VERY
 RQ0668'GOOD CONDITION.  THERE ARE NO CHANGES IN THE 1951 DESCRIPTION.
 RQ0668'
 RQ0668'THE AZIMUTH MARK IS 3 FEET EAST OF A WITNESS POST.
 RQ0668
 RQ0668                          STATION RECOVERY (1961)
 RQ0668
 RQ0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0668'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0668'CONDITION.
 RQ0668'
 RQ0668'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM EDGELEY IS
 RQ0668'ADEQUATE FOR RECOVERY.
 RQ0668
 RQ0668                          STATION RECOVERY (1969)
 RQ0668
 RQ0668'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969 (DRM)
 RQ0668'EDGLEY 1934-GOOD
 RQ0668'
 RQ0668'EDGLEY NO. 3 1934-GOOD
 RQ0668'
 RQ0668'EDGLEY NO. 4 1934-GOOD
 RQ0668'
 RQ0668'EDGLEY AZI 1934-GOOD
 RQ0668'
 RQ0668'THE STATION WAS RECOVERED AS DESCRIBED IN THE HORIZONTAL CONTROL
 RQ0668'DATA.  THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE
 RQ0668'MARKS NO. 3 AND NO. 4 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 RQ0668'CONDITION.  THERE ARE NO CHANGES IN THE 1951 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1214 ***********************************************************************
 TD1214  DESIGNATION -  EDINBURG
 TD1214  PID         -  TD1214
 TD1214  STATE/COUNTY-  ND/WALSH
 TD1214  USGS QUAD   -  EDINBURG (1978)
 TD1214
 TD1214                         *CURRENT SURVEY CONTROL
 TD1214  ___________________________________________________________________
 TD1214* NAD 83(1996)-  48 27 35.90378(N)    097 51 32.11122(W)     ADJUSTED  
 TD1214* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 TD1214  ___________________________________________________________________
 TD1214  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 TD1214  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 TD1214
 TD1214  HORZ ORDER  -  FIRST
 TD1214
 TD1214.The horizontal coordinates were established by classical geodetic methods
 TD1214.and adjusted by the National Geodetic Survey in January 1998..
 TD1214
 TD1214.The orthometric height was scaled from a topographic map.
 TD1214
 TD1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1214
 TD1214.The geoid height was determined by GEOID03.
 TD1214
 TD1214;                    North         East     Units Scale Factor Converg.
 TD1214;SPC ND N     -   165,673.861   795,286.524   MT  0.99995728   +1 57 55.1
 TD1214;SPC ND N     -   543,549.41  2,609,207.76   iFT  0.99995728   +1 57 55.1
 TD1214;UTM  14      - 5,368,055.198   584,359.385   MT  0.99968743   +0 51 14.9
 TD1214
 TD1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1214!SPC ND N     -   0.99994191  x   0.99995728  =   0.99989919
 TD1214!UTM  14      -   0.99994191  x   0.99968743  =   0.99962936
 TD1214
 TD1214:                Primary Azimuth Mark                     Grid Az
 TD1214:SPC ND N     -  PARK RIVER MUN TANK                      130 33 35.0
 TD1214:UTM  14      -  PARK RIVER MUN TANK                      131 40 15.2
 TD1214
 TD1214|---------------------------------------------------------------------|
 TD1214| PID    Reference Object                     Distance      Geod. Az  |
 TD1214|                                                           dddmmss.s |
 TD1214| TD1215 PARK RIVER MUN TANK                 APPROX.10.8 KM 1323130.1 |
 TD1214| CO6795 EDINBURG AZ MK                                     2082859.1 |
 TD1214| CO6796 EDINBURG RM 1                        29.450 METERS 21407     |
 TD1214| TE1741 ADAMS MINNKOTA POWER RAD MAST       APPROX.16.3 KM 2514023.6 |
 TD1214| TE1740 ADAMS MUNICIPAL TANK                APPROX.16.5 KM 2550606.1 |
 TD1214| TD1222 ODALEN LUTH CH SPIRE                APPROX.10.5 KM 2920342.3 |
 TD1214| CO6797 EDINBURG RM 2                        17.064 METERS 35654     |
 TD1214|---------------------------------------------------------------------|
 TD1214
 TD1214                          SUPERSEDED SURVEY CONTROL
 TD1214
 TD1214  NAD 83(1986)-  48 27 35.90093(N)    097 51 32.10945(W) AD(       ) 1
 TD1214  NAD 27      -  48 27 35.92079(N)    097 51 30.77917(W) AD(       ) 1
 TD1214
 TD1214.Superseded values are not recommended for survey control.
 TD1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1214.See file dsdata.txt to determine how the superseded data were derived.
 TD1214
 TD1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8435968055(NAD 83)
 TD1214_MARKER: DS = TRIANGULATION STATION DISK
 TD1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1214
 TD1214  HISTORY     - Date     Condition        Report By
 TD1214  HISTORY     - 1967     MONUMENTED       CGS
 TD1214
 TD1214                          STATION DESCRIPTION
 TD1214
 TD1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1214'THE STATION IS ABOUT 10 MILES EAST-NORTHEAST OF ADAMS, 7
 TD1214'MILES NORTHWEST OF PARK RIVER AND 2-1/2 MILES SOUTH OF THE
 TD1214'SMALL TOWN OF EDINBURG, ON THE HIGHEST POINT OF A HILL THAT
 TD1214'HAS TREES ON THE WEST SIDE.
 TD1214'
 TD1214'TO REACH THE STATION FROM THE POST OFFICE IN PARK RIVER, GO
 TD1214'NORTH ON BRIGGS AVENUE FOR 0.2 MILE TO THE JUNCTION WITH STATE
 TD1214'HIGHWAY 17.  TURN LEFT AND GO WEST ON HIGHWAY 17 FOR 5.75 MILES
 TD1214'TO THE JUNCTION WITH STATE HIGHWAY 32.  TURN RIGHT AND GO NORTH
 TD1214'ON HIGHWAY 32 FOR 4.65 MILES TO THE AZIMUTH MARK ON THE LEFT.
 TD1214'CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE TO A SIDE ROAD
 TD1214'RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.1 MILE
 TD1214'TO THE EDGE OF A GROVE OF TREES AND A TRACK ROAD LEFT.  TURN
 TD1214'LEFT AND GO NORTH ON TRACK ROAD FOR 0.05 MILE TO A GATE.
 TD1214'PASS THROUGH GATE AND CONTINUE NORTH TO THE NORTH END OF A
 TD1214'ROCK PILE AND THE STATION.
 TD1214'
 TD1214'STATION MARK IS A STANDARD DISK, STAMPED EDINBURG 1967, SET IN
 TD1214'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1214'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 90.0 FEET NORTH
 TD1214'OF THE WEST GATE POST OF A GATE, 32.2 FEET NORTHWEST OF A
 TD1214'FENCE CORNER POST, 15.0 FEET NORTH OF THE NORTH END OF A LARGE
 TD1214'ROCK PILE AND 4.0 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 TD1214'MARK IS 54 INCHES BELOW THE GROUND SURFACE.
 TD1214'
 TD1214'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDINBURG NO 1 1967,
 TD1214'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1214'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 12.3 FEET WEST
 TD1214'OF THE WEST GATE POST OF THE GATE, 1.0 FEET NORTH OF A FENCE
 TD1214'AND ABOUT 3 FEET LOWER THAN THE STATION.
 TD1214'
 TD1214'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDINBURG NO 2
 TD1214'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TD1214'IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 TD1214'40.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF A GROVE OF TREES
 TD1214'AND ABOUT 3 FEET LOWER THAN THE STATION.
 TD1214'
 TD1214'AZIMUTH MARK IS A STANDARD DISK, STAMPED EDINBURG 1967, SET
 TD1214'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1214'THAT IS FLUSH WITH THE GROUND.  IT IS 106.0 FEET WEST OF THE
 TD1214'CENTERLINE OF STATE HIGHWAY 32, 2.0 FEET NORTH OF A POWER
 TD1214'LINE POLE, 2.0 FEET SOUTH OF A WITNESS POST AND ABOUT 20
 TD1214'FEET HIGHER THAN THE HIGHWAY.
 TD1214'
 TD1214'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1763 ***********************************************************************
 TE1763  DESIGNATION -  EDMORE
 TE1763  PID         -  TE1763
 TE1763  STATE/COUNTY-  ND/RAMSEY
 TE1763  USGS QUAD   -  DERRICK (1972)
 TE1763
 TE1763                         *CURRENT SURVEY CONTROL
 TE1763  ___________________________________________________________________
 TE1763* NAD 83(1996)-  48 24 47.34572(N)    098 31 27.80544(W)     ADJUSTED  
 TE1763* NAVD 88     -       466.1    (meters)    1529.     (feet)  VERTCON   
 TE1763  ___________________________________________________________________
 TE1763  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 TE1763  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE1763
 TE1763  HORZ ORDER  -  SECOND
 TE1763
 TE1763.The horizontal coordinates were established by classical geodetic methods
 TE1763.and adjusted by the National Geodetic Survey in January 1998..
 TE1763
 TE1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1763
 TE1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1763
 TE1763.The geoid height was determined by GEOID03.
 TE1763
 TE1763;                    North         East     Units Scale Factor Converg.
 TE1763;SPC ND N     -   158,994.039   746,226.542   MT  0.99995226   +1 28 12.4
 TE1763;SPC ND N     -   521,633.99  2,448,249.81   iFT  0.99995226   +1 28 12.4
 TE1763;UTM  14      - 5,362,331.222   535,194.090   MT  0.99961522   +0 21 20.6
 TE1763
 TE1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1763!SPC ND N     -   0.99993079  x   0.99995226  =   0.99988305
 TE1763!UTM  14      -   0.99993079  x   0.99961522  =   0.99954604
 TE1763
 TE1763|---------------------------------------------------------------------|
 TE1763| PID    Reference Object                     Distance      Geod. Az  |
 TE1763|                                                           dddmmss.s |
 TE1763| CO6799 EDMORE RM 2                          17.132 METERS 09053     |
 TE1763| CO6802 ELEVATOR FLAG POLE EDMORE                          0954411.1 |
 TE1763| CO6798 EDMORE RM 1                          24.058 METERS 26848     |
 TE1763|---------------------------------------------------------------------|
 TE1763
 TE1763                          SUPERSEDED SURVEY CONTROL
 TE1763
 TE1763  NAD 83(1986)-  48 24 47.34249(N)    098 31 27.80102(W) AD(       ) 2
 TE1763  NAD 27      -  48 24 47.31593(N)    098 31 26.38914(W) AD(       ) 2
 TE1763  NGVD 29 (07/19/86)  465.7    (m)         1528.     (f) VERT ANG       
 TE1763
 TE1763.Superseded values are not recommended for survey control.
 TE1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1763.See file dsdata.txt to determine how the superseded data were derived.
 TE1763
 TE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU3519462331(NAD 83)
 TE1763_MARKER: DD = SURVEY DISK
 TE1763_SETTING: 0 = UNSPECIFIED SETTING
 TE1763
 TE1763  HISTORY     - Date     Condition        Report By
 TE1763  HISTORY     - 1968     MONUMENTED       USGS
 TE1763
 TE1763                          STATION DESCRIPTION
 TE1763
 TE1763'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1763'THE STATION IS ABOUT 3.2 MI W. OF EDMORE, ABOUT 500 FT E. OF THE
 TE1763'QUARTER COR. BETWEEN SECS. 16 AND 21, T. 157 N., R. 61 W., ABOUT 0.4
 TE1763'MI W. OF A CROSSROAD, ABOUT 200 FT SSW. OF AN ABANDONED FARMHOUSE,
 TE1763'ON TOP OF A RIDGE, ABOUT 10 FT WIDE BETWEEN THE RD. DITCH AND A
 TE1763'CULTIVATED FIELD.  HIGHEST POINT IN VICINITY.
 TE1763'
 TE1763'TO REACH FROM THE CENTER OF EDMORE, GO W. ON ST. HWY. 17 FOR 2.8 MI
 TE1763'TO A CROSSROAD, CONTINUE W. FOR 0.4 MI TO A FARMHOUSE ON THE RIGHT
 TE1763'AND THE STATION ON THE LEFT ON TOP OF HIGHEST RIDGE.
 TE1763'
 TE1763'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1763'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1763'TO WITHIN 1 IN. OF CAP, STAMPED ET EDMORE 1968 IS 133 FT W. OF A
 TE1763'FIELD ENTRANCE S., 105 FT S. CENTER HWY., 5 FT S. AND 16 FT E. OF
 TE1763'A POWER LINE POLE, 5 FT S. OF USGS WITNESS POST.  THE MARK IS
 TE1763'FLUSH WITH THE GROUND.
 TE1763'
 TE1763'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1763'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1763'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED EDMORE NO 1 1968 IS W. OF
 TE1763'THE STATION, 106 FT S. OF CENTER HWY., 3 FT N. OF A COR. FENCE
 TE1763'POST, AT THE NE. COR. OF A N.-S. TREE GROVE.  THE MARK IS FLUSH
 TE1763'WITH THE GROUND.
 TE1763'
 TE1763'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1763'COATED RODS AND SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED
 TE1763'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED EDMORE NO 2 1968 IS E.
 TE1763'OF THE STATION, 106 FT S. CENTER HWY., 77 FT W. OF CENTER FIELD
 TE1763'ENTRANCE S. ON THE E. SLOPE OF THE RIDGE.  THE MARK IS FLUSH WITH
 TE1763'THE GROUND.
 TE1763'
 TE1763'NO AZIMUTH MARK SET.
 TE1763'
 TE1763'REFERENCE AZIMUTH USED - ELEVATOR FLAGPOLE ON CO-OP ELEVATOR IN
 TE1763'EDMORE.
 TE1763'
 TE1763'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1208 ***********************************************************************
 SM1208  DESIGNATION -  EGG
 SM1208  PID         -  SM1208
 SM1208  STATE/COUNTY-  ND/WELLS
 SM1208  USGS QUAD   -  MANFRED (1986)
 SM1208
 SM1208                         *CURRENT SURVEY CONTROL
 SM1208  ___________________________________________________________________
 SM1208* NAD 83(1996)-  47 43 40.75659(N)    099 51 29.68440(W)     ADJUSTED  
 SM1208* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 SM1208  ___________________________________________________________________
 SM1208  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 SM1208  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SM1208
 SM1208  HORZ ORDER  -  FIRST
 SM1208
 SM1208.The horizontal coordinates were established by classical geodetic methods
 SM1208.and adjusted by the National Geodetic Survey in January 1998..
 SM1208
 SM1208.The orthometric height was scaled from a topographic map.
 SM1208
 SM1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1208
 SM1208.The geoid height was determined by GEOID03.
 SM1208
 SM1208;                    North         East     Units Scale Factor Converg.
 SM1208;SPC ND N     -    81,138.514   648,139.634   MT  0.99995512   +0 28 39.2
 SM1208;SPC ND N     -   266,202.47  2,126,442.37   iFT  0.99995512   +0 28 39.2
 SM1208;UTM  14      - 5,286,424.612   435,643.141   MT  0.99965090   -0 38 06.3
 SM1208
 SM1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1208!SPC ND N     -   0.99992227  x   0.99995512  =   0.99987739
 SM1208!UTM  14      -   0.99992227  x   0.99965090  =   0.99957320
 SM1208
 SM1208:                Primary Azimuth Mark                     Grid Az
 SM1208:SPC ND N     -  EGG AZ MK                                012 15 13.4
 SM1208:UTM  14      -  EGG AZ MK                                013 21 58.9
 SM1208
 SM1208|---------------------------------------------------------------------|
 SM1208| PID    Reference Object                     Distance      Geod. Az  |
 SM1208|                                                           dddmmss.s |
 SM1208| CQ5718 EGG AZ MK                                          0124352.6 |
 SM1208| CQ5719 EGG RM 1                             13.088 METERS 13519     |
 SM1208| SM1211 MICROWAVE MAST W OF CRYSTAL         APPROX.19.7 KM 1995018.1 |
 SM1208| CQ5720 EGG RM 2                             16.920 METERS 21712     |
 SM1208| SM1216 HARVEY ST CECILIAS CATH CHURCH      APPROX. 7.0 KM 3084348.4 |
 SM1208| SM1217 HARVEY MUNICIPAL TANK               APPROX. 7.2 KM 3104432.8 |
 SM1208| SM1214 HARVEY WATER STORAGE TANK           APPROX. 7.2 KM 3160750.0 |
 SM1208|---------------------------------------------------------------------|
 SM1208
 SM1208                          SUPERSEDED SURVEY CONTROL
 SM1208
 SM1208  NAD 83(1986)-  47 43 40.76173(N)    099 51 29.68517(W) AD(       ) 1
 SM1208  NAD 27      -  47 43 40.76510(N)    099 51 28.24880(W) AD(       ) 1
 SM1208
 SM1208.Superseded values are not recommended for survey control.
 SM1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1208.See file dsdata.txt to determine how the superseded data were derived.
 SM1208
 SM1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3564386425(NAD 83)
 SM1208_MARKER: DS = TRIANGULATION STATION DISK
 SM1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1208
 SM1208  HISTORY     - Date     Condition        Report By
 SM1208  HISTORY     - 1962     MONUMENTED       CGS
 SM1208
 SM1208                          STATION DESCRIPTION
 SM1208
 SM1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1208'THE STATION IS LOCATED 2-3/4 MILES EAST AND 2-1/4 MILES SOUTH
 SM1208'OF THE TOWN OF HARVEY, IN THE NE 1/4 OF SEC. 15, T149N, R72W,
 SM1208'ON HILL IN A PASTURE.
 SM1208'
 SM1208'TO REACH FROM THE POST OFFICE IN HARVEY, GO SOUTH ON LINCOLN
 SM1208'AVE. FOR 2 BLOCKS TO STATE HIGHWAY 3 AND U.S. HIGHWAY 52.
 SM1208'TURN LEFT, AND FOLLOW STATE HIGHWAY 3 AND U.S. HIGHWAY 52 EAST
 SM1208'AND SOUTH FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT, AND FOLLOW
 SM1208'THE GRAVELED ROAD EAST FOR 1.8 MILE TO A Y FORK.  TAKE THE
 SM1208'RIGHT FORK, SOUTHEAST, FOR 1.4 MILE TO A CROSSROAD AND THE
 SM1208'AZIMUTH MARK ON THE LEFT, NORTHEAST, SIDE OF THE ROAD.  TURN
 SM1208'RIGHT, SOUTH, AND GO SOUTH FOR 0.3 MILE TO A T INTERSECTION AND A
 SM1208'WIRE GATE ON THE SOUTH SIDE OF THE INTERSECTION.  PASS
 SM1208'THROUGH THE GATE AND GO SOUTHEAST ACROSS COUNTRY FOR 0.2
 SM1208'MILE TO THE SOUTHEAST CORNER OF THE PASTURE AND THE STATION.
 SM1208'
 SM1208'THE STATION MARK IS A STANDARD DISK, STAMPED EGG 1962, AND SET
 SM1208'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SM1208'WITH THE GROUND.  IT IS 58 FEET EAST OF A FENCE, 48 FEET NORTH
 SM1208'OF A FENCE AND 5.5 FEET WEST OF THE WITNESS POST.
 SM1208'
 SM1208'REFERENCE MARK NO. 1, STAMPED EGG NO 1 1962, IS A STANDARD
 SM1208'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SM1208'IS FLUSH WITH THE GROUND.  IT IS 17 FEET NORTH OF A FENCE AND
 SM1208'38.1 FEET SOUTH OF THE WITNESS POST.
 SM1208'
 SM1208'REFERENCE MARK NO. 2, STAMPED EGG NO 2 1962, IS A STANDARD
 SM1208'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8
 SM1208'INCHES, AND IS 3 FEET NORTH OF A FENCE AND 57.1 FEET SOUTHWEST
 SM1208'OF A WITNESS POST.
 SM1208'
 SM1208'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EGG 1962, SET IN
 SM1208'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SM1208'3 INCHES.  IT IS 99 FEET NORTHEAST OF THE CENTER OF ROAD, 99
 SM1208'FEET WEST OF RAILROAD CROSSING, 3 FEET EAST OF TELEPHONE POLE
 SM1208'AND 2.3 FEET WEST OF THE WITNESS POST.
 SM1208'
 SM1208'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 65.1 FEET OR 19.852 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1876 ***********************************************************************
 TG1876  DESIGNATION -  EHORST
 TG1876  PID         -  TG1876
 TG1876  STATE/COUNTY-  ND/WILLIAMS
 TG1876  USGS QUAD   -  WILLISTON SE (1979)
 TG1876
 TG1876                         *CURRENT SURVEY CONTROL
 TG1876  ___________________________________________________________________
 TG1876* NAD 83(1996)-  48 03 30.06114(N)    103 32 10.41944(W)     ADJUSTED  
 TG1876* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 TG1876  ___________________________________________________________________
 TG1876  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 TG1876  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TG1876
 TG1876  HORZ ORDER  -  SECOND
 TG1876
 TG1876.The horizontal coordinates were established by classical geodetic methods
 TG1876.and adjusted by the National Geodetic Survey in January 1998..
 TG1876
 TG1876.The orthometric height was scaled from a topographic map.
 TG1876
 TG1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1876
 TG1876.The geoid height was determined by GEOID03.
 TG1876
 TG1876;                    North         East     Units Scale Factor Converg.
 TG1876;SPC ND N     -   122,129.685   373,749.204   MT  0.99993595   -2 15 33.7
 TG1876;SPC ND N     -   400,687.94  1,226,211.30   iFT  0.99993595   -2 15 33.7
 TG1876;UTM  13      - 5,323,822.055   609,066.402   MT  0.99974616   +1 05 20.0
 TG1876
 TG1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1876!SPC ND N     -   0.99990010  x   0.99993595  =   0.99983606
 TG1876!UTM  13      -   0.99990010  x   0.99974616  =   0.99964629
 TG1876
 TG1876:                Primary Azimuth Mark                     Grid Az
 TG1876:SPC ND N     -  GERIES                                   234 43 19.4
 TG1876:UTM  13      -  GERIES                                   231 22 25.7
 TG1876
 TG1876|---------------------------------------------------------------------|
 TG1876| PID    Reference Object                     Distance      Geod. Az  |
 TG1876|                                                           dddmmss.s |
 TG1876| TG1875 GERIES                              APPROX. 4.4 KM 2322745.7 |
 TG1876|---------------------------------------------------------------------|
 TG1876
 TG1876                          SUPERSEDED SURVEY CONTROL
 TG1876
 TG1876  NAD 83(1986)-  48 03 30.06210(N)    103 32 10.41619(W) AD(       ) 2
 TG1876  NAD 27      -  48 03 29.96900(N)    103 32 08.71000(W) AD(       ) 2
 TG1876
 TG1876.Superseded values are not recommended for survey control.
 TG1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1876.See file dsdata.txt to determine how the superseded data were derived.
 TG1876
 TG1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0906623822(NAD 83)
 TG1876_MARKER: Z = SEE DESCRIPTION
 TG1876_SETTING: 0 = UNSPECIFIED SETTING
 TG1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1876
 TG1876  HISTORY     - Date     Condition        Report By
 TG1876  HISTORY     - 1889     MONUMENTED       MORC
 TG1876
 TG1876                          STATION DESCRIPTION
 TG1876
 TG1876'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TG1876'EHORST (MORC) 1889.  IS ON LEFT BANK, TWO-THIRDS OF A MILE
 TG1876'NORTHEAST FROM EHORSTS RANCH.  A TRAIL LEADS FROM RANCH UP THE
 TG1876'COULEE TO NORTHEAST AND PASSES NEAR TRIANGULATION STATION, WHICH
 TG1876'IS ON A SMALL KNOLL ABOUT 300 YARDS FROM EDGE OF BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0722 ***********************************************************************
 SO0722  DESIGNATION -  ELBOWOODS FORT BERTHOLD N TANK
 SO0722  PID         -  SO0722
 SO0722  STATE/COUNTY-  ND/MCLEAN
 SO0722  USGS QUAD   -  TWIN BUTTES (1967)
 SO0722
 SO0722                         *CURRENT SURVEY CONTROL
 SO0722  ___________________________________________________________________
 SO0722* NAD 83(1996)-  47 34 52.47975(N)    102 09 07.10506(W)     ADJUSTED  
 SO0722* NAVD 88     -                                                        
 SO0722  ___________________________________________________________________
 SO0722  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 SO0722  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0722
 SO0722  HORZ ORDER  -  THIRD
 SO0722
 SO0722.The horizontal coordinates were established by classical geodetic methods
 SO0722.and adjusted by the National Geodetic Survey in January 1998..
 SO0722
 SO0722
 SO0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0722
 SO0722.The geoid height was determined by GEOID03.
 SO0722
 SO0722;                    North         East     Units Scale Factor Converg.
 SO0722;SPC ND N     -    65,956.068   475,739.293   MT  0.99997421   -1 13 45.4
 SO0722;SPC ND N     -   216,391.30  1,560,824.45   iFT  0.99997421   -1 13 45.4
 SO0722;SPC ND S     -   214,135.473   475,733.119   MT  1.00002088   -1 12 17.7
 SO0722;SPC ND S     -   702,544.20  1,560,804.20   iFT  1.00002088   -1 12 17.7
 SO0722;UTM  13      - 5,273,689.837   714,155.667   MT  1.00016363   +2 06 11.9
 SO0722
 SO0722                          SUPERSEDED SURVEY CONTROL
 SO0722
 SO0722  NAD 83(1986)-  47 34 52.47658(N)    102 09 07.09905(W) AD(       ) 4
 SO0722  NAD 27      -  47 34 52.46000(N)    102 09 05.48000(W) AD(       ) 3
 SO0722
 SO0722.Superseded values are not recommended for survey control.
 SO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0722.See file dsdata.txt to determine how the superseded data were derived.
 SO0722
 SO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1415673690(NAD 83)
 SO0722_MARKER: 53 = ELEVATED TANK
 SO0722
 SO0722  HISTORY     - Date     Condition        Report By
 SO0722  HISTORY     - 1941     FIRST OBSERVED   CGS
 SO0722
 SO0722                          STATION DESCRIPTION
 SO0722
 SO0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0722'THIS INTERSECTION STATION IS ON THE FORT BERTHOLD INDIAN
 SO0722'RESERVATION, IN THE W PART OF ELBOWOODS, 0.5 MILE S OF STATE
 SO0722'HIGHWAY 8 AND 300 PACES W OF THE MAIN N-S GRAVEL ROAD INTO
 SO0722'THE TOWN.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER
 SO0722'ARE OF STEEL CONSTRUCTION, PAINTED BLACK EXCEPT FOR THE ROOF
 SO0722'OF THE TANK WHICH IS WHITE.  THE TANK IS ABOUT 85 FEET HIGH
 SO0722'AND WAS BUILT ABOUT 1924.
 SO0722'
 SO0722'THE POINT LOCATED WAS A BALL AT THE CENTER OF THE TOP OF THE
 SO0722'TANK.
 SO0722'
 SO0722'THE TANK IS 84 PACES N OF A LARGER TANK WHICH IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0723 ***********************************************************************
 SO0723  DESIGNATION -  ELBOWOODS FORT BERTHOLD S TANK
 SO0723  PID         -  SO0723
 SO0723  STATE/COUNTY-  ND/MCLEAN
 SO0723  USGS QUAD   -  TWIN BUTTES (1967)
 SO0723
 SO0723                         *CURRENT SURVEY CONTROL
 SO0723  ___________________________________________________________________
 SO0723* NAD 83(1996)-  47 34 50.11323(N)    102 09 06.90142(W)     ADJUSTED  
 SO0723* NAVD 88     -                                                        
 SO0723  ___________________________________________________________________
 SO0723  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 SO0723  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0723
 SO0723  HORZ ORDER  -  THIRD
 SO0723
 SO0723.The horizontal coordinates were established by classical geodetic methods
 SO0723.and adjusted by the National Geodetic Survey in January 1998..
 SO0723
 SO0723
 SO0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0723
 SO0723.The geoid height was determined by GEOID03.
 SO0723
 SO0723;                    North         East     Units Scale Factor Converg.
 SO0723;SPC ND N     -    65,882.908   475,741.980   MT  0.99997431   -1 13 45.3
 SO0723;SPC ND N     -   216,151.27  1,560,833.27   iFT  0.99997431   -1 13 45.3
 SO0723;SPC ND S     -   214,062.310   475,735.837   MT  1.00002073   -1 12 17.6
 SO0723;SPC ND S     -   702,304.17  1,560,813.11   iFT  1.00002073   -1 12 17.6
 SO0723;UTM  13      - 5,273,616.943   714,162.603   MT  1.00016367   +2 06 12.0
 SO0723
 SO0723                          SUPERSEDED SURVEY CONTROL
 SO0723
 SO0723  NAD 83(1986)-  47 34 50.11005(N)    102 09 06.89540(W) AD(       ) 4
 SO0723  NAD 27      -  47 34 50.10000(N)    102 09 05.27000(W) AD(       ) 3
 SO0723
 SO0723.Superseded values are not recommended for survey control.
 SO0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0723.See file dsdata.txt to determine how the superseded data were derived.
 SO0723
 SO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1416373617(NAD 83)
 SO0723_MARKER: 53 = ELEVATED TANK
 SO0723
 SO0723  HISTORY     - Date     Condition        Report By
 SO0723  HISTORY     - 1941     FIRST OBSERVED   CGS
 SO0723
 SO0723                          STATION DESCRIPTION
 SO0723
 SO0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0723'THIS INTERSECTION STATION IS ON THE FORT BERTHOLD INDIAN
 SO0723'RESERVATION, IN THE W PART OF ELBOWOODS, 0.5 MILE S OF STATE
 SO0723'HIGHWAY 8 AND 300 PACES W OF THE MAIN N-S GRAVEL ROAD INTO
 SO0723'THE TOWN.  THE TANK AND FOUR-LEG TRUSSWORK SUPPORTING TOWER
 SO0723'ARE OF STEEL CONSTRUCTION, PAINTED WHITE.  THE TANK IS ABOUT
 SO0723'130 FEET HIGH AND WAS BUILT IN 1938.
 SO0723'
 SO0723'THE POINT LOCATED WAS A BALL AT THE CENTER OF THE TOP OF THE
 SO0723'TANK.
 SO0723'
 SO0723'THE TANK IS 84 PACES S OF A SMALLER TANK WHICH IS PAINTED
 SO0723'BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0675 ***********************************************************************
 RQ0675  DESIGNATION -  ELDEN
 RQ0675  PID         -  RQ0675
 RQ0675  STATE/COUNTY-  ND/DICKEY
 RQ0675  USGS QUAD   -  MONANGO SW (1982)
 RQ0675
 RQ0675                         *CURRENT SURVEY CONTROL
 RQ0675  ___________________________________________________________________
 RQ0675* NAD 83(1996)-  46 02 39.57509(N)    098 37 40.43353(W)     ADJUSTED  
 RQ0675* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 RQ0675  ___________________________________________________________________
 RQ0675  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 RQ0675  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 RQ0675
 RQ0675  HORZ ORDER  -  FIRST
 RQ0675
 RQ0675.The horizontal coordinates were established by classical geodetic methods
 RQ0675.and adjusted by the National Geodetic Survey in January 1998..
 RQ0675
 RQ0675.The orthometric height was scaled from a topographic map.
 RQ0675
 RQ0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0675
 RQ0675.The geoid height was determined by GEOID03.
 RQ0675
 RQ0675;                    North         East     Units Scale Factor Converg.
 RQ0675;SPC ND S     -    43,706.414   744,893.998   MT  1.00003022   +1 21 55.7
 RQ0675;SPC ND S     -   143,393.75  2,443,877.95   iFT  1.00003022   +1 21 55.7
 RQ0675;SPC SD N     -   246,609.683   706,207.071   MT  1.00008973   +0 58 15.9
 RQ0675;SPC SD N     -   809,085.27  2,316,947.70   sFT  1.00008973   +0 58 15.9
 RQ0675;UTM  14      - 5,099,039.779   528,789.679   MT  0.99961019   +0 16 04.3
 RQ0675
 RQ0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0675!SPC ND S     -   0.99993257  x   1.00003022  =   0.99996279
 RQ0675!SPC SD N     -   0.99993257  x   1.00008973  =   1.00002229
 RQ0675!UTM  14      -   0.99993257  x   0.99961019  =   0.99954279
 RQ0675
 RQ0675:                Primary Azimuth Mark                     Grid Az
 RQ0675:SPC ND S     -  ELDEN AZ MK                              094 39 40.2
 RQ0675:SPC SD N     -  ELDEN AZ MK                              095 03 20.0
 RQ0675:UTM  14      -  ELDEN AZ MK                              095 45 31.6
 RQ0675
 RQ0675|---------------------------------------------------------------------|
 RQ0675| PID    Reference Object                     Distance      Geod. Az  |
 RQ0675|                                                           dddmmss.s |
 RQ0675| CQ5723 ELDEN AZ MK                                        0960135.9 |
 RQ0675| RQ0674 ELLENDALE DICKEY CO CH FINIAL       APPROX. 9.2 KM 1185947.8 |
 RQ0675| RQ0673 ELLENDALE MUNICIPAL TANK            APPROX. 9.4 KM 1205245.8 |
 RQ0675| RQ0672 ELLENDALE MUN LT AND PWR STK        APPROX. 9.0 KM 1221635.4 |
 RQ0675| CQ5724 ELDEN AZ MK 2                                      1704542.2 |
 RQ0675| CQ5725 ELDEN RM 1                           15.124 METERS 25414     |
 RQ0675| CO4872 ELDEN RM 2                           45.479 METERS 32051     |
 RQ0675|---------------------------------------------------------------------|
 RQ0675
 RQ0675                          SUPERSEDED SURVEY CONTROL
 RQ0675
 RQ0675  NAD 83(1986)-  46 02 39.58389(N)    098 37 40.42465(W) AD(       ) 1
 RQ0675  NAD 27      -  46 02 39.68400(N)    098 37 39.06400(W) AD(       ) 1
 RQ0675
 RQ0675.Superseded values are not recommended for survey control.
 RQ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0675.See file dsdata.txt to determine how the superseded data were derived.
 RQ0675
 RQ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2879099040(NAD 83)
 RQ0675_MARKER: DS = TRIANGULATION STATION DISK
 RQ0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0675_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0675
 RQ0675  HISTORY     - Date     Condition        Report By
 RQ0675  HISTORY     - 1934     MONUMENTED       CGS
 RQ0675  HISTORY     - 1946     GOOD             CGS
 RQ0675  HISTORY     - 1962     GOOD             CGS
 RQ0675  HISTORY     - 1977     GOOD             NGS
 RQ0675
 RQ0675                          STATION DESCRIPTION
 RQ0675
 RQ0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0675'STATION IS LOCATED ABOUT 5.75 MILES WNW OF ELLENDALE IN THE SW
 RQ0675'1/4 OF SEC. 30, T 130 N, R 63 W, ABOUT 0.15 MILE E OF THE W LINE
 RQ0675'AND 0.35 MILE N OF THE S LINE OF THE ABOVE QUARTER, DICKEY COUNTY,
 RQ0675'ELDEN TOWNSHIP, ON LAND OWNED BY WILLIAM F. NORS, OCCUPIED BY
 RQ0675'MR. P.D. AVRY.  IT IS ON TOP OF AN ABRUPT BARE KNOB, WHICH IS
 RQ0675'THE MOST PROMINENT IN THE VICINITY, 167 FEET W OF N AND S FENCE
 RQ0675'LINE, AND 100 FEET S OF E AND W FENCE LINE.
 RQ0675'
 RQ0675'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0675'BRONZE DISKS SET IN CONCRETE.
 RQ0675'
 RQ0675'REFERENCE MARK NO. 1 IS 50.927 METERS, 167.08 FEET, E OF STATION
 RQ0675'IN N AND S FENCE LINE.
 RQ0675'
 RQ0675'REFERENCE MARK NO. 2 IS 45.655 METERS, 149.79 FEET, NW OF STATION
 RQ0675'AND 1 FOOT S OF E AND W FENCE LINE.
 RQ0675'
 RQ0675'AZIMUTH MARK (LAPLACE) IS APPROXIMATELY 3.5 MILES E OF STATION,
 RQ0675'33 FEET N OF CENTER LINE OF E AND W ROAD LEADING TO STATION,
 RQ0675'AND 1.5 FEET W OF CORNER POST IN E AND W, N AND S FENCE LINES.
 RQ0675'
 RQ0675'STATION IS REACHED FROM POST OFFICE IN ELLENDALE BY GOING N ON
 RQ0675'HIGHWAY 281 FOR 2.6 MILES TO CROSSROADS AND SECTION CORNER, TURN
 RQ0675'LEFT (W) ON GRAVEL ROAD GO 5.0 MILES TO CROSSROADS AND SECTION
 RQ0675'CORNER, TURN RIGHT (N) ON DIM PRAIRIE ROAD GO 0.3 MILE, TURN
 RQ0675'RIGHT (E) GO 0.2 MILE TO STATION ON TOP OF KNOB.
 RQ0675'
 RQ0675'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0675
 RQ0675                          STATION RECOVERY (1946)
 RQ0675
 RQ0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 RQ0675'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RQ0675'IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTIONS--THE AZIMUTH
 RQ0675'MARK WAS COMPLETELY DESTROYED.  A NEW AZIMUTH MARK WAS SET IN
 RQ0675'APPROXIMATELY THE SAME LOCATION.  R.M. 1 WAS MOVED TO A NEW
 RQ0675'LOCATION INTACT.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RQ0675'
 RQ0675'STATION IS LOCATED ABOUT 6 MILES WNW OF ELLENDALE, IN THE SW 1/4
 RQ0675'OF SEC. 30, T. 130 N., R. 63 W., ON TOP OF AN ABRUPT BARE KNOB
 RQ0675'WHICH IS THE MOST PROMINENT IN THE VICINITY.  IT IS 243 FEET
 RQ0675'NW OF THE NW CORNER OF A FENCE AROUND A VACANT FARMHOUSE AND
 RQ0675'100 FEET WNW OF A NEW GRAVEL PIT.
 RQ0675'
 RQ0675'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 RQ0675'CONCRETE.  SURFACE MARK PROJECTS 6 INCHES AND DISK IS STAMPED
 RQ0675'ELDEN 1934.
 RQ0675'
 RQ0675'REFERENCE MARK 1 IS 49.69 FEET WSW OF THE STATION AND 121 FEET
 RQ0675'NE OF THE CENTER LINE OF TRACK ROAD.  IT IS A BRONZE REFERENCE
 RQ0675'DISK SET IN CONCRETE.  THE MARK PROJECTS 14 INCHES AND THE DISK
 RQ0675'IS STAMPED ELDEN NO 1 1934.  (THIS MARK WAS MOVED AS ITS OLD
 RQ0675'LOCATION WAS NEAR A NEW GRAVEL PIT WHICH IS BEING WORKED AT THE
 RQ0675'PRESENT TIME.)
 RQ0675'
 RQ0675'REFERENCE MARK 2 IS 149.79 FEET NW OF THE STATION AND 105 FEET
 RQ0675'WSW OF W GATEPOST.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 RQ0675'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ELDEN NO 2 1934.
 RQ0675'
 RQ0675'AZIMUTH MARK IS 3.3 MILES E OF THE STATION, 65 FEET NNW OF A
 RQ0675'NW FENCE CORNER, 33 FEET N OF THE CENTER LINE OF TRACK ROAD, AND
 RQ0675'7-1/2 FEET SSW OF FENCE POST.  IT IS A BRONZE AZIMUTH DISK SET
 RQ0675'IN CONCRETE.  MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RQ0675'ELDEN 1946.
 RQ0675'
 RQ0675'TO REACH THE STATION FROM THE POST OFFICE IN ELLENDALE, GO N
 RQ0675'ON U.S. HIGHWAY 281 FOR 2.5 MILES TO CROSSROADS.  TURN LEFT AND
 RQ0675'GO W FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RQ0675'W ON THE SAME ROAD FOR 3.3 MILES TO A GATE ON THE RIGHT AND A
 RQ0675'TRACK ROAD LEADING TO FARM BUILDINGS.  TURN RIGHT THROUGH GATE
 RQ0675'AND FOLLOW TRACK ROAD IN A N DIRECTION FOR 0.4 MILE TO VACANT
 RQ0675'FARM BUILDINGS.  PASS TO THE LEFT OF THE FARMHOUSE AND DRIVE
 RQ0675'NW 100 YARDS TO THE TOP OF KNOB AND THE STATION.
 RQ0675'
 RQ0675'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 RQ0675
 RQ0675                          STATION RECOVERY (1962)
 RQ0675
 RQ0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 RQ0675'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 RQ0675'THE DESCRIPTION BY R.A.M. IN 1946 IS ADEQUATE.
 RQ0675
 RQ0675                          STATION RECOVERY (1977)
 RQ0675
 RQ0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RQ0675'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 RQ0675'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED, IT
 RQ0675'APPARENTLY HAD BEEN CRUSHED DURING ROAD IMPROVEMENTS, THE DISK WAS
 RQ0675'REMOVED AT THIS TIME.  A NEW AZIMUTH MARK WAS SET.
 RQ0675'
 RQ0675'A NEW DESCRIPTION FOLLOWS--
 RQ0675'
 RQ0675'THE STATION IS LOCATED ABOUT 5.75 MILES NORTHWEST OF ELLENDALE, ON
 RQ0675'THE TOP OF A SMALL GRASSED HILL IN PASTURE LAND, IN THE SW 1/4 OF
 RQ0675'SEC 30, T 130 N, R 63 W, ELDEN TOWNSHIP, ON PROPERTY OWNED BY MR.
 RQ0675'JAKE DEWALD, RFD NO. 1, ELLENDALE NORTH DAKOTA.
 RQ0675'
 RQ0675'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 281 AND
 RQ0675'MAIN STREET IN ELLENDALE, GO NORTH ON HIGHWAY 281 FOR 1.6 MILES TO A
 RQ0675'CROSSROAD, TURN LEFT AND GO WEST ON A GRADED ROAD FOR 4.1 MILES TO
 RQ0675'A T ROAD AND A GATE STRAIGHT AHEAD, GO THRU THE GATE AND GO WEST
 RQ0675'ON THE TRACK ROAD FOR 0.85 MILE TO A WIRE GATE AND THE AZIMUTH
 RQ0675'MARK ON THE RIGHT AS DESCRIBED, TURN RIGHT THRU THE GATE AND
 RQ0675'FOLLOW A TRACK ROAD THRU THE PASTURE NORTH - NORTHEAST - AND
 RQ0675'SOUTHWEST FOR 0.5 MILE TO THE TOP OF THE HILL AND STATION AS
 RQ0675'DESCRIBED.  THERE IS WET GROUND IN THE PASTURE THAT YOU HAVE TO
 RQ0675'WORK AROUND.
 RQ0675'
 RQ0675'THE STATION MARK IS A STANDARD DISK STAMPED ELDEN 1934, SET IN THE
 RQ0675'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT IS
 RQ0675'ON THE HIGHEST PART OF THE HILL.
 RQ0675'
 RQ0675'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ELDEN NO 1 1934,
 RQ0675'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0675'16-INCHES.  IT IS ON THE SOUTHWEST SLOPE OF THE HILL.
 RQ0675'
 RQ0675'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ELDEN NO 2 1934,
 RQ0675'SET ON THE NORTHWEST SLOPE OF THE HILL ABOUT 11 FEET LOWER THAN THE
 RQ0675'STATION.
 RQ0675'
 RQ0675'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELDEN 1934 1977, SET IN
 RQ0675'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 RQ0675'IS 39 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 18 FEET EAST OF
 RQ0675'THE CENTER OF THE GATE, 1-FOOT SOUTH OF THE FENCE, AND 1.5 FEET EAST
 RQ0675'OF A METAL WITNESS POST.
 RQ0675'
 RQ0675'NOTE.  TO REACH THE FARMSTEAD OF MR. DE WALD FROM THE T JUNCTION, GO
 RQ0675'NORTH ON THE GRADED ROAD 0.5 MILE TO THE FARMSTEAD ON THE LEFT.
 RQ0675'
 RQ0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.75 MILES
 RQ0675'NW OF ELLENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0939 ***********************************************************************
 RR0939  DESIGNATION -  ELGIN
 RR0939  PID         -  RR0939
 RR0939  STATE/COUNTY-  ND/GRANT
 RR0939  USGS QUAD   -  ELGIN (1980)
 RR0939
 RR0939                         *CURRENT SURVEY CONTROL
 RR0939  ___________________________________________________________________
 RR0939* NAD 83(1996)-  46 22 46.83064(N)    101 51 08.34630(W)     ADJUSTED  
 RR0939* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 RR0939  ___________________________________________________________________
 RR0939  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 RR0939  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 RR0939
 RR0939  HORZ ORDER  -  THIRD
 RR0939
 RR0939.The horizontal coordinates were established by classical geodetic methods
 RR0939.and adjusted by the National Geodetic Survey in January 1998..
 RR0939
 RR0939.The orthometric height was scaled from a topographic map.
 RR0939
 RR0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0939
 RR0939.The geoid height was determined by GEOID03.
 RR0939
 RR0939;                    North         East     Units Scale Factor Converg.
 RR0939;SPC ND S     -    80,150.911   495,972.319   MT  0.99996719   -0 59 10.9
 RR0939;SPC ND S     -   262,962.31  1,627,205.77   iFT  0.99996719   -0 59 10.9
 RR0939;UTM  14      - 5,140,187.426   280,658.162   MT  1.00019143   -2 03 56.5
 RR0939
 RR0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0939!SPC ND S     -   0.99988587  x   0.99996719  =   0.99985306
 RR0939!UTM  14      -   0.99988587  x   1.00019143  =   1.00007728
 RR0939
 RR0939:                Primary Azimuth Mark                     Grid Az
 RR0939:SPC ND S     -  FLEAK SCHOOL                             159 19 56.2
 RR0939:UTM  14      -  FLEAK SCHOOL                             160 24 41.8
 RR0939
 RR0939|---------------------------------------------------------------------|
 RR0939| PID    Reference Object                     Distance      Geod. Az  |
 RR0939|                                                           dddmmss.s |
 RR0939| RR0941 FLEAK SCHOOL                        APPROX. 3.6 KM 1582045.3 |
 RR0939| RR0943 NEW LEIPZIG CHURCH                  APPROX. 7.5 KM 2635147.2 |
 RR0939|---------------------------------------------------------------------|
 RR0939
 RR0939                          SUPERSEDED SURVEY CONTROL
 RR0939
 RR0939  NAD 83(1986)-  46 22 46.82248(N)    101 51 08.34154(W) AD(       ) 3
 RR0939  NAD 27      -  46 22 46.79834(N)    101 51 06.82404(W) AD(       ) 3
 RR0939
 RR0939.Superseded values are not recommended for survey control.
 RR0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0939.See file dsdata.txt to determine how the superseded data were derived.
 RR0939
 RR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8065840187(NAD 83)
 RR0939_MARKER: DD = SURVEY DISK
 RR0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0939+STABILITY: SURFACE MOTION
 RR0939
 RR0939  HISTORY     - Date     Condition        Report By
 RR0939  HISTORY     - 1941     MONUMENTED       USGS
 RR0939
 RR0939                          STATION DESCRIPTION
 RR0939
 RR0939'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0939'LOCATED NE. 1/4 OF SW. 1/4 OF SEC. 34, T. 134 N., R. 89 W., ABOUT 1.5
 RR0939'MI., AIR LINE, SSW. OF ELGIN, ON LAND OWNED BY PAUL GRAVES.
 RR0939'
 RR0939'TO REACH FROM ELGIN POST OFFICE, GO S. ON MAIN STREET FOR 0.5 MI TO
 RR0939'RR. CROSSING AT MILWAUKEE RR. DEPOT.  TURN W., JUST S. OF TRACKS, AND
 RR0939'GO FOR 0.2 MI.  TURN S. AND FOLLOW DIRT RD. FOR 1.0 MI.  LEAVE RD. AND
 RR0939'GO 0.2 MI IN SW. DIRECTION TO TOP OF RIDGE AND STATION.  THIS RIDGE IS
 RR0939'RATHER LOW AND ROUND TOPPED, AND STATION IS ABOUT 6 FT S. OF HIGHEST
 RR0939'POINT OF RIDGE.
 RR0939'
 RR0939'STANDARD TABLET SET IN TOP OF CONCRETE POST STAMPED---ELGIN 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0938 ***********************************************************************
 RR0938  DESIGNATION -  ELGIN TANK
 RR0938  PID         -  RR0938
 RR0938  STATE/COUNTY-  ND/GRANT
 RR0938  USGS QUAD   -  ELGIN (1980)
 RR0938
 RR0938                         *CURRENT SURVEY CONTROL
 RR0938  ___________________________________________________________________
 RR0938* NAD 83(1996)-  46 24 25.12538(N)    101 50 37.98118(W)     ADJUSTED  
 RR0938* NAVD 88     -                                                        
 RR0938  ___________________________________________________________________
 RR0938  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 RR0938  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 RR0938
 RR0938  HORZ ORDER  -  THIRD
 RR0938
 RR0938.The horizontal coordinates were established by classical geodetic methods
 RR0938.and adjusted by the National Geodetic Survey in January 1998..
 RR0938
 RR0938
 RR0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0938
 RR0938.The geoid height was determined by GEOID03.
 RR0938
 RR0938;                    North         East     Units Scale Factor Converg.
 RR0938;SPC ND S     -    83,174.322   496,673.022   MT  0.99996355   -0 58 48.7
 RR0938;SPC ND S     -   272,881.63  1,629,504.67   iFT  0.99996355   -0 58 48.7
 RR0938;UTM  14      - 5,143,197.769   281,415.888   MT  1.00018735   -2 03 37.8
 RR0938
 RR0938                          SUPERSEDED SURVEY CONTROL
 RR0938
 RR0938  NAD 83(1986)-  46 24 25.11780(N)    101 50 37.97813(W) AD(       ) 4
 RR0938  NAD 27      -  46 24 25.11000(N)    101 50 36.47000(W) AD(       ) 3
 RR0938
 RR0938.Superseded values are not recommended for survey control.
 RR0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0938.See file dsdata.txt to determine how the superseded data were derived.
 RR0938
 RR0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8141643198(NAD 83)
 RR0938_MARKER: 51 = TANK
 RR0938
 RR0938  HISTORY     - Date     Condition        Report By
 RR0938  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0938
 RR0938                          STATION DESCRIPTION
 RR0938
 RR0938'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0937 ***********************************************************************
 RR0937  DESIGNATION -  ELGIN WT
 RR0937  PID         -  RR0937
 RR0937  STATE/COUNTY-  ND/GRANT
 RR0937  USGS QUAD   -  ELGIN (1980)
 RR0937
 RR0937                         *CURRENT SURVEY CONTROL
 RR0937  ___________________________________________________________________
 RR0937* NAD 83(1996)-  46 24 25.01447(N)    101 50 37.83722(W)     ADJUSTED  
 RR0937* NAVD 88     -                                                        
 RR0937  ___________________________________________________________________
 RR0937  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 RR0937  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 RR0937
 RR0937  HORZ ORDER  -  THIRD
 RR0937
 RR0937.The horizontal coordinates were established by classical geodetic methods
 RR0937.and adjusted by the National Geodetic Survey in January 1998..
 RR0937
 RR0937
 RR0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0937
 RR0937.The geoid height was determined by GEOID03.
 RR0937
 RR0937;                    North         East     Units Scale Factor Converg.
 RR0937;SPC ND S     -    83,170.846   496,676.038   MT  0.99996355   -0 58 48.6
 RR0937;SPC ND S     -   272,870.23  1,629,514.56   iFT  0.99996355   -0 58 48.6
 RR0937;UTM  14      - 5,143,194.236   281,418.838   MT  1.00018733   -2 03 37.7
 RR0937
 RR0937                          SUPERSEDED SURVEY CONTROL
 RR0937
 RR0937  NAD 83(1986)-  46 24 25.00639(N)    101 50 37.83116(W) AD(       ) 4
 RR0937  NAD 27      -  46 24 24.98569(N)    101 50 36.32006(W) AD(       ) 3
 RR0937
 RR0937.Superseded values are not recommended for survey control.
 RR0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0937.See file dsdata.txt to determine how the superseded data were derived.
 RR0937
 RR0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8141943194(NAD 83)
 RR0937_MARKER: 53 = ELEVATED TANK
 RR0937
 RR0937  HISTORY     - Date     Condition        Report By
 RR0937  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0937  HISTORY     - 1951     GOOD             CGS
 RR0937  HISTORY     - 1959     GOOD             CGS
 RR0937
 RR0937                          STATION DESCRIPTION
 RR0937
 RR0937'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0937'LOCATED IN NE. EDGE OF VILLAGE ELGIN.  ALSO U.S.C. AND G.S. CUT - IN
 RR0937'POINT.
 RR0937
 RR0937                          STATION RECOVERY (1951)
 RR0937
 RR0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0937'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF ELGIN, AND
 RR0937'NEAR THE LORENZEN MEMORIAL HOSPITAL.
 RR0937'
 RR0937'THE TANK IS OF STANDARD CONSTRUCTION.  THE TANK PROPER IS
 RR0937'SILVER AND IS SUPPORTED BY FOUR TRUSSWORK LEGS PAINTED BLACK.
 RR0937'THE FEED PIPE IS ENCLOSED IN A TILE HOUSING THAT IS APPROXIMATELY
 RR0937'3 FEET IN DIAMETER.  THERE IS A BALL AND A LIGHT AT THE APEX
 RR0937'OF THE TANK PROPER.  THE BASE OF THE BALL WAS THE POINT
 RR0937'OBSERVED, AND IT IS 125 FEET IN HEIGHT.
 RR0937
 RR0937                          STATION RECOVERY (1959)
 RR0937
 RR0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0937'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1815 ***********************************************************************
 TG1815  DESIGNATION -  ELKHORN
 TG1815  PID         -  TG1815
 TG1815  STATE/COUNTY-  ND/MCKENZIE
 TG1815  USGS QUAD   -  RAT LAKE SW (1981)
 TG1815
 TG1815                         *CURRENT SURVEY CONTROL
 TG1815  ___________________________________________________________________
 TG1815* NAD 83(1996)-  48 04 18.78506(N)    102 44 56.03675(W)     ADJUSTED  
 TG1815* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 TG1815  ___________________________________________________________________
 TG1815  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TG1815  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 TG1815
 TG1815  HORZ ORDER  -  FIRST
 TG1815
 TG1815.The horizontal coordinates were established by classical geodetic methods
 TG1815.and adjusted by the National Geodetic Survey in January 1998..
 TG1815
 TG1815.The orthometric height was scaled from a topographic map.
 TG1815
 TG1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1815
 TG1815.The geoid height was determined by GEOID03.
 TG1815
 TG1815;                    North         East     Units Scale Factor Converg.
 TG1815;SPC ND N     -   121,620.179   432,442.961   MT  0.99993587   -1 40 24.5
 TG1815;SPC ND N     -   399,016.34  1,418,776.12   iFT  0.99993587   -1 40 24.5
 TG1815;UTM  13      - 5,326,741.306   667,684.023   MT  0.99994551   +1 40 30.6
 TG1815
 TG1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1815!SPC ND N     -   0.99990245  x   0.99993587  =   0.99983832
 TG1815!UTM  13      -   0.99990245  x   0.99994551  =   0.99984796
 TG1815
 TG1815:                Primary Azimuth Mark                     Grid Az
 TG1815:SPC ND N     -  ELKHORN AZ MK                            210 40 18.8
 TG1815:UTM  13      -  ELKHORN AZ MK                            207 19 23.7
 TG1815
 TG1815|---------------------------------------------------------------------|
 TG1815| PID    Reference Object                     Distance      Geod. Az  |
 TG1815|                                                           dddmmss.s |
 TG1815| CQ8315 ELKHORN AZ MK                                      2085954.3 |
 TG1815| CQ8316 ELKHORN RM 1                          7.503 METERS 25554     |
 TG1815| CQ8317 ELKHORN RM 2                          7.865 METERS 35646     |
 TG1815|---------------------------------------------------------------------|
 TG1815
 TG1815                          SUPERSEDED SURVEY CONTROL
 TG1815
 TG1815  NAD 83(1986)-  48 04 18.78526(N)    102 44 56.03388(W) AD(       ) 1
 TG1815  NAD 27      -  48 04 18.71200(N)    102 44 54.37300(W) AD(       ) 1
 TG1815
 TG1815.Superseded values are not recommended for survey control.
 TG1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1815.See file dsdata.txt to determine how the superseded data were derived.
 TG1815
 TG1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP6768426741(NAD 83)
 TG1815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TG1815_SETTING: 0 = UNSPECIFIED SETTING
 TG1815
 TG1815  HISTORY     - Date     Condition        Report By
 TG1815  HISTORY     - 1945     MONUMENTED       MORC
 TG1815
 TG1815                          STATION DESCRIPTION
 TG1815
 TG1815'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 TG1815'STATION IS IDENTICAL WITH MISSOURI RIVER COMMISSION STATION
 TG1815'ELKHORN LOCATED ON A LOW PASTURE HILL ABOUT 12 MILES NW OF
 TG1815'SANISH AND 1-1/2 MILES S OF THE MISSOURI RIVER.  IT IS 75 YARDS
 TG1815'E OF A N-S FENCE LINE AND 10 FEET N OF A STANDARD WITNESS POST.
 TG1815'THE MARK IS A FOUR-INCH PIPE WITH A CAST-IRON CAP SET IN PLACE
 TG1815'OVER AN 18-INCH STONE WITH A BOLT SET IN CONCRETE.  THE CAP
 TG1815'HAS RAISED LETTERS ON TOP READING U.S. MISSOURI RIVER
 TG1815'COMMISSION TRIANGULATION STATION AND PROJECTS ABOUT 6 INCHES.
 TG1815'
 TG1815'REFERENCE MARK 1 IS 24.61 FEET SW OF THE STATION.  THE DISK
 TG1815'IS STAMPED ELKHORN MRC NO 1 1945 AND PROJECTS 4 INCHES.  IT IS
 TG1815'A BRONZE REFERENCE DISK SET IN TOP OF CONCRETE POST.
 TG1815'
 TG1815'REFERENCE MARK 2 IS 25.81 FEET N OF THE STATION.  THE DISK IS
 TG1815'STAMPED ELKHORN MRC NO 2 1945 AND PROJECTS ABOUT 4 INCHES.
 TG1815'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1815'
 TG1815'AZIMUTH MARK IS ABOUT 0.25 MILE SSW OF THE STATION, IN THE N
 TG1815'AND S FENCE LINE, 2 FEET E OF THE FENCE, 7 FEET S OF A STANDARD
 TG1815'WITNESS POST, AND ABOUT 0.1 MILE S OF A CATTLE GUARDRAIL.  THE
 TG1815'DISK IS STAMPED ELKHORN 1945 AND PROJECTS 4 INCHES.  IT IS A
 TG1815'BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 TG1815'
 TG1815'TO REACH THE STATION FROM THE MAIN INTERSECTION IN SANISH,
 TG1815'GO W ON STATE HIGHWAY 23 FOR 13.2 MILES TO A CROSSROAD, TURN
 TG1815'RIGHT AND GO 3.2 MILES, TURN RIGHT AND GO 0.3 MILE, TURN LEFT AND
 TG1815'GO 1.9 MILES TO A T-ROAD INTERSECTION, TURN RIGHT AND GO 2.5
 TG1815'MILES TO A DIM ROAD LEFT JUST BEFORE REACHING AN OLD HOUSE ON
 TG1815'THE LEFT, TURN LEFT ON DIM ROAD AND GO N 0.55 MILE TO A GATE,
 TG1815'PASS THROUGH GATE AND FOLLOW ROAD FOR 0.65 MILE TO THE AZIMUTH
 TG1815'MARK ON THE LEFT IN THE FENCE LINE, CONTINUE AHEAD FOR 0.1
 TG1815'MILE TO A CATTLE GUARD IN THE FENCE LINE, TURN NE ON THE E
 TG1815'SIDE OF THE FENCE ON DIM ROAD DOWN BRUSHY DRAW AND UP HILL FOR
 TG1815'0.15 MILE TO HIGHEST POINT AND STATION.
 TG1815'
 TG1815'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0127 ***********************************************************************
 RQ0127  DESIGNATION -  ELLENDALE
 RQ0127  PID         -  RQ0127
 RQ0127  STATE/COUNTY-  ND/DICKEY
 RQ0127  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0127
 RQ0127                         *CURRENT SURVEY CONTROL
 RQ0127  ___________________________________________________________________
 RQ0127* NAD 83(1986)-  46 00 04.     (N)    098 31 07.     (W)     SCALED    
 RQ0127* NAVD 88     -       444.065  (meters)    1456.90   (feet)  ADJUSTED  
 RQ0127  ___________________________________________________________________
 RQ0127  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 RQ0127  DYNAMIC HT  -         444.052 (meters)    1456.86  (feet)  COMP
 RQ0127  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 RQ0127
 RQ0127  VERT ORDER  -  SECOND    CLASS 0
 RQ0127
 RQ0127.The horizontal coordinates were scaled from a topographic map and have
 RQ0127.an estimated accuracy of +/- 6 seconds.
 RQ0127
 RQ0127.The orthometric height was determined by differential leveling
 RQ0127.and adjusted by the National Geodetic Survey in June 1991..
 RQ0127
 RQ0127.The geoid height was determined by GEOID03.
 RQ0127
 RQ0127.The dynamic height is computed by dividing the NAVD 88
 RQ0127.geopotential number by the normal gravity value computed on the
 RQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0127.degrees latitude (g = 980.6199 gals.).
 RQ0127
 RQ0127.The modeled gravity was interpolated from observed gravity values.
 RQ0127
 RQ0127;                    North         East    Units  Estimated Accuracy
 RQ0127;SPC ND S     -    39,110.      753,470.      MT  (+/- 180 meters Scaled)
 RQ0127
 RQ0127                          SUPERSEDED SURVEY CONTROL
 RQ0127
 RQ0127  NGVD 29 (??/??/92)  443.706  (m)         1455.73   (f) ADJ UNCH    2 0
 RQ0127
 RQ0127.Superseded values are not recommended for survey control.
 RQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0127.See file dsdata.txt to determine how the superseded data were derived.
 RQ0127
 RQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR372942(NAD 83)
 RQ0127_MARKER: DB = BENCH MARK DISK
 RQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0127_STAMPING: ELLENDALE 1934
 RQ0127_MARK LOGO: CGS   
 RQ0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0127+STABILITY: SURFACE MOTION
 RQ0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0127+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 RQ0127
 RQ0127  HISTORY     - Date     Condition        Report By
 RQ0127  HISTORY     - 1934     MONUMENTED       CGS
 RQ0127  HISTORY     - 1970     GOOD             NGS
 RQ0127  HISTORY     - 19970721 GOOD             NGS
 RQ0127
 RQ0127                          STATION DESCRIPTION
 RQ0127
 RQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0127'IN ELLENDALE.
 RQ0127'AT ELLENDALE, DICKEY COUNTY, AT THE EAST END OF MAIN STREET, AT THE
 RQ0127'NORTH DAKOTA STATE NORMAL AND INDUSTRIAL SCHOOL ABOUT 240 FEET WEST OF
 RQ0127'THE MAIN ENTRANCE TO DAKOTA HALL, IN LINE WITH THE CENTERLINE OF THE
 RQ0127'STREET AND 2 FEET EAST OF THE CONCRETE SIDEWALK.  A STANDARD DISK
 RQ0127'STAMPED ELLENDALE 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 RQ0127'A PART OF THE NAME AND DATE HAVE BEEN SCUFFED OFF.
 RQ0127
 RQ0127                          STATION RECOVERY (1970)
 RQ0127
 RQ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RQ0127'RECOVERED IN GOOD CONDITION.
 RQ0127
 RQ0127                          STATION RECOVERY (1997)
 RQ0127
 RQ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 RQ0127'IN ELLENDALE, AT THE INTERSECTION OF MAIN STREET AND 7TH AVENUE, 73.0
 RQ0127'M (239.5 FT) WEST OF THE WEST FACE OF DIVIDSON HALL, 11.7 M (38.4 FT)
 RQ0127'EAST OF THE AVENUE CENTER, 9.7 M (31.8 FT) NORTH OF THE CENTER OF A
 RQ0127'SIDEWALK, 9.4 M (30.8 FT) SOUTH OF THE CENTER OF A SIDEWALK, 0.3 M
 RQ0127'(1.0 FT) WEST OF A BOULDER WITH A PLAQUE ATTACHED IN A FLOWER GARDEN,
 RQ0127'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE, ON THE EXTENDED CENTER
 RQ0127'OF MAIN STREET, AND THE MONUMENT IS FLUSH WITH AND SURROUNDED BY A
 RQ0127'SIDEWALK.  NOTE--THE DISK HAS BEEN SCRAPED AND THE STAMPING IS VERY
 RQ0127'DIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0674 ***********************************************************************
 RQ0674  DESIGNATION -  ELLENDALE DICKEY CO CH FINIAL
 RQ0674  PID         -  RQ0674
 RQ0674  STATE/COUNTY-  ND/DICKEY
 RQ0674  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0674
 RQ0674                         *CURRENT SURVEY CONTROL
 RQ0674  ___________________________________________________________________
 RQ0674* NAD 83(1996)-  46 00 14.58996(N)    098 31 25.48467(W)     ADJUSTED  
 RQ0674* NAVD 88     -                                                        
 RQ0674  ___________________________________________________________________
 RQ0674  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 RQ0674  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RQ0674
 RQ0674  HORZ ORDER  -  THIRD
 RQ0674
 RQ0674.The horizontal coordinates were established by classical geodetic methods
 RQ0674.and adjusted by the National Geodetic Survey in January 1998..
 RQ0674
 RQ0674
 RQ0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0674
 RQ0674.The geoid height was determined by GEOID03.
 RQ0674
 RQ0674;                    North         East     Units Scale Factor Converg.
 RQ0674;SPC ND S     -    39,428.639   753,065.982   MT  1.00004006   +1 26 29.2
 RQ0674;SPC ND S     -   129,359.05  2,470,688.92   iFT  1.00004006   +1 26 29.2
 RQ0674;SPC SD N     -   242,275.389   714,349.727   MT  1.00007773   +1 02 41.3
 RQ0674;SPC SD N     -   794,865.17  2,343,662.40   sFT  1.00007773   +1 02 41.3
 RQ0674;UTM  14      - 5,094,608.034   536,874.762   MT  0.99961672   +0 20 33.4
 RQ0674
 RQ0674                          SUPERSEDED SURVEY CONTROL
 RQ0674
 RQ0674  NAD 83(1986)-  46 00 14.59973(N)    098 31 25.47682(W) AD(       ) 4
 RQ0674  NAD 27      -  46 00 14.68200(N)    098 31 24.08800(W) AD(       ) 3
 RQ0674
 RQ0674.Superseded values are not recommended for survey control.
 RQ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0674.See file dsdata.txt to determine how the superseded data were derived.
 RQ0674
 RQ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3687594608(NAD 83)
 RQ0674_MARKER: 82 = FINIAL
 RQ0674
 RQ0674  HISTORY     - Date     Condition        Report By
 RQ0674  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0674  HISTORY     - 1946     GOOD             CGS
 RQ0674
 RQ0674                          STATION DESCRIPTION
 RQ0674
 RQ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0674'POINT OBSERVED UPON IS THE FINIAL OF DOME ATOP DICKEY COUNTY
 RQ0674'COURTHOUSE, BUILT IN 1910, IN THE NW PART OF THE TOWN.  SAID
 RQ0674'BUILDING AND GROUND COVERING ONE BLOCK, BOUNDED ON E BY FOURTH
 RQ0674'AVENUE, ON S BY THIRD STREET, ON W BY THIRD AVENUE AND ON
 RQ0674'THE N BY FOURTH STREET.
 RQ0674'
 RQ0674'THIS STATION WAS OBSERVED FROM GRAND, MONANGO, ELDEN AND LINE.
 RQ0674
 RQ0674                          STATION RECOVERY (1946)
 RQ0674
 RQ0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 RQ0674'STATION IS LOCATED IN THE N PART OF ELLENDALE, IN THE CENTER
 RQ0674'OF A BLOCK ABOUT 2 BLOCKS N AND 2 BLOCKS E OF THE POST OFFICE.
 RQ0674'THE BUILDING IS OF BRICK CONSTRUCTION, 110 FEET LONG, 80 FEET
 RQ0674'WIDE, AND 2 STORIES HIGH.  THE POINT INTERSECTED WAS A SMALL
 RQ0674'BALL ON TOP OF THE DOME.
 RQ0674'
 RQ0674'TO REACH THE STATION FROM THE POST OFFICE IN ELLENDALE, GO
 RQ0674'N ON U.S. HIGHWAY 281 FOR TWO BLOCKS TO INTERSECTION.  TURN
 RQ0674'RIGHT AND GO E 2-1/2 BLOCKS TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0672 ***********************************************************************
 RQ0672  DESIGNATION -  ELLENDALE MUN LT AND PWR STK
 RQ0672  PID         -  RQ0672
 RQ0672  STATE/COUNTY-  ND/DICKEY
 RQ0672  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0672
 RQ0672                         *CURRENT SURVEY CONTROL
 RQ0672  ___________________________________________________________________
 RQ0672* NAD 83(1996)-  46 00 04.38829(N)    098 31 48.20817(W)     ADJUSTED  
 RQ0672* NAVD 88     -                                                        
 RQ0672  ___________________________________________________________________
 RQ0672  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 RQ0672  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RQ0672
 RQ0672  HORZ ORDER  -  THIRD
 RQ0672
 RQ0672.The horizontal coordinates were established by classical geodetic methods
 RQ0672.and adjusted by the National Geodetic Survey in January 1998..
 RQ0672
 RQ0672
 RQ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0672
 RQ0672.The geoid height was determined by GEOID03.
 RQ0672
 RQ0672;                    North         East     Units Scale Factor Converg.
 RQ0672;SPC ND S     -    39,101.465   752,585.096   MT  1.00004077   +1 26 12.6
 RQ0672;SPC ND S     -   128,285.65  2,469,111.21   iFT  1.00004077   +1 26 12.6
 RQ0672;SPC SD N     -   241,951.539   713,866.570   MT  1.00007691   +1 02 25.2
 RQ0672;SPC SD N     -   793,802.67  2,342,077.24   sFT  1.00007691   +1 02 25.2
 RQ0672;UTM  14      - 5,094,290.276   536,387.897   MT  0.99961628   +0 20 17.0
 RQ0672
 RQ0672                          SUPERSEDED SURVEY CONTROL
 RQ0672
 RQ0672  NAD 83(1986)-  46 00 04.39811(N)    098 31 48.20010(W) AD(       ) 4
 RQ0672  NAD 27      -  46 00 04.49300(N)    098 31 46.84800(W) AD(       ) 3
 RQ0672
 RQ0672.Superseded values are not recommended for survey control.
 RQ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0672.See file dsdata.txt to determine how the superseded data were derived.
 RQ0672
 RQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3638894290(NAD 83)
 RQ0672_MARKER: 63 = STACK
 RQ0672
 RQ0672  HISTORY     - Date     Condition        Report By
 RQ0672  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0672
 RQ0672                          STATION DESCRIPTION
 RQ0672
 RQ0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0672'POINT OBSERVED UPON IS THE CENTER OF THE 100-FOOT STACK OF THE
 RQ0672'MUNICIPAL LIGHT AND POWER COMPANY BUILT IN 1924.  LOCATED
 RQ0672'200 FEET E OF THE MAIN LINE OF THE GREAT NORTHERN RAILROAD
 RQ0672'IN THE WESTERN PART OF THE TOWN, AND 80 FEET W OF THE MAIN LINE
 RQ0672'OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD.
 RQ0672'
 RQ0672'THE STATION WAS OBSERVED UPON FROM GRAND, MONANGO, ELDEN AND
 RQ0672'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0673 ***********************************************************************
 RQ0673  DESIGNATION -  ELLENDALE MUNICIPAL TANK
 RQ0673  PID         -  RQ0673
 RQ0673  STATE/COUNTY-  ND/DICKEY
 RQ0673  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0673
 RQ0673                         *CURRENT SURVEY CONTROL
 RQ0673  ___________________________________________________________________
 RQ0673* NAD 83(1996)-  46 00 03.93049(N)    098 31 27.36385(W)     ADJUSTED  
 RQ0673* NAVD 88     -                                                        
 RQ0673  ___________________________________________________________________
 RQ0673  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 RQ0673  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RQ0673
 RQ0673  HORZ ORDER  -  THIRD
 RQ0673
 RQ0673.The horizontal coordinates were established by classical geodetic methods
 RQ0673.and adjusted by the National Geodetic Survey in January 1998..
 RQ0673
 RQ0673
 RQ0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0673
 RQ0673.The geoid height was determined by GEOID03.
 RQ0673
 RQ0673;                    North         East     Units Scale Factor Converg.
 RQ0673;SPC ND S     -    39,098.598   753,033.838   MT  1.00004080   +1 26 27.8
 RQ0673;SPC ND S     -   128,276.24  2,470,583.46   iFT  1.00004080   +1 26 27.8
 RQ0673;SPC SD N     -   241,945.566   714,315.297   MT  1.00007687   +1 02 40.0
 RQ0673;SPC SD N     -   793,783.08  2,343,549.44   sFT  1.00007687   +1 02 40.0
 RQ0673;UTM  14      - 5,094,278.809   536,836.311   MT  0.99961668   +0 20 32.0
 RQ0673
 RQ0673                          SUPERSEDED SURVEY CONTROL
 RQ0673
 RQ0673  NAD 83(1986)-  46 00 03.94035(N)    098 31 27.35603(W) AD(       ) 4
 RQ0673  NAD 27      -  46 00 04.03700(N)    098 31 26.00600(W) AD(       ) 3
 RQ0673
 RQ0673.Superseded values are not recommended for survey control.
 RQ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0673.See file dsdata.txt to determine how the superseded data were derived.
 RQ0673
 RQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR3683694279(NAD 83)
 RQ0673_MARKER: 53 = ELEVATED TANK
 RQ0673
 RQ0673  HISTORY     - Date     Condition        Report By
 RQ0673  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0673  HISTORY     - 1946     GOOD             CGS
 RQ0673
 RQ0673                          STATION DESCRIPTION
 RQ0673
 RQ0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0673'POINT OBSERVED UPON IS THE FINIAL OF THE MUNICIPAL WATER TANK
 RQ0673'LOCATED 50 FEET FROM CENTER LINE OF MAIN STREET AND 40 FEET E
 RQ0673'OF SW CORNER OF THE CITY HALL.
 RQ0673'
 RQ0673'THIS STATION WAS OBSERVED UPON FROM GRAND, MONANGO, ELDEN,
 RQ0673'LINE AND STATE.
 RQ0673
 RQ0673                          STATION RECOVERY (1946)
 RQ0673
 RQ0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 RQ0673'STATION IS LOCATED ABOUT TWO BLOCKS E OF THE POST OFFICE IN
 RQ0673'ELLENDALE, 100 FEET E OF A N-S STREET, AND IN THE REAR OF THE
 RQ0673'FIRE STATION.  THE TANK IS OF STEEL CONSTRUCTION, PAINTED SILVER,
 RQ0673'100 FEET HIGH, AND IS SUPPORTED ON FOUR STEEL LEGS.  THE
 RQ0673'POINT INTERSECTED WAS A SMALL KNOB ON TOP OF THE TANK.
 RQ0673'
 RQ0673'TO REACH THE STATION FROM THE POST OFFICE IN ELLENDALE, GO E ON
 RQ0673'MAIN STREET FOR TWO BLOCKS TO INTERSECTION.  TURN RIGHT AND
 RQ0673'GO S FOR 1/2 BLOCK TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2027 ***********************************************************************
 TF2027  DESIGNATION -  ELLINGSON
 TF2027  PID         -  TF2027
 TF2027  STATE/COUNTY-  ND/MCHENRY
 TF2027  USGS QUAD   -  RANGELEY (1957)
 TF2027
 TF2027                         *CURRENT SURVEY CONTROL
 TF2027  ___________________________________________________________________
 TF2027* NAD 83(1996)-  48 04 03.40400(N)    100 29 01.82568(W)     ADJUSTED  
 TF2027* NAVD 88     -       487.0    (meters)    1598.     (feet)  VERTCON   
 TF2027  ___________________________________________________________________
 TF2027  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 TF2027  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF2027
 TF2027  HORZ ORDER  -  FIRST
 TF2027
 TF2027.The horizontal coordinates were established by classical geodetic methods
 TF2027.and adjusted by the National Geodetic Survey in January 1998..
 TF2027
 TF2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2027
 TF2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2027
 TF2027.The geoid height was determined by GEOID03.
 TF2027
 TF2027;                    North         East     Units Scale Factor Converg.
 TF2027;SPC ND N     -   118,698.111   601,204.257   MT  0.99993589   +0 00 43.3
 TF2027;SPC ND N     -   389,429.50  1,972,454.91   iFT  0.99993589   +0 00 43.3
 TF2027;UTM  14      - 5,324,880.067   389,458.186   MT  0.99975015   -1 06 14.4
 TF2027
 TF2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2027!SPC ND N     -   0.99992707  x   0.99993589  =   0.99986297
 TF2027!UTM  14      -   0.99992707  x   0.99975015  =   0.99967724
 TF2027
 TF2027|---------------------------------------------------------------------|
 TF2027| PID    Reference Object                     Distance      Geod. Az  |
 TF2027|                                                           dddmmss.s |
 TF2027| CO6806 ELLINGSON RM 2                       17.290 METERS 01904     |
 TF2027| TF2026 ELLINGSON RM A                       24.965 METERS 03213     |
 TF2027| CO6804 ELLINGSON AZ MK                                    1155117.2 |
 TF2027| CO6805 ELLINGSON RM 1                       22.017 METERS 26446     |
 TF2027|---------------------------------------------------------------------|
 TF2027
 TF2027                          SUPERSEDED SURVEY CONTROL
 TF2027
 TF2027  NAD 83(1986)-  48 04 03.40677(N)    100 29 01.82509(W) AD(       ) 1
 TF2027  NAD 27      -  48 04 03.38636(N)    100 29 00.31670(W) AD(       ) 1
 TF2027  NGVD 29 (07/19/86)  486.6    (m)         1596.     (f) VERT ANG       
 TF2027
 TF2027.Superseded values are not recommended for survey control.
 TF2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2027.See file dsdata.txt to determine how the superseded data were derived.
 TF2027
 TF2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU8945824880(NAD 83)
 TF2027_MARKER: DS = TRIANGULATION STATION DISK
 TF2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2027_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2027
 TF2027  HISTORY     - Date     Condition        Report By
 TF2027  HISTORY     - 1967     MONUMENTED       CGS
 TF2027  HISTORY     - 1976     GOOD             NGS
 TF2027
 TF2027                          STATION DESCRIPTION
 TF2027
 TF2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2027'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF BALFOUR, ABOUT 6
 TF2027'MILES EAST OF KARLSRUE AND 1.4 MILE WEST OF STATE HIGHWAY 14.  IT
 TF2027'IS IN THE SE 1/4 OF SEC. 18, T 153 N, R 76 W, ON PROPERTY OWNED
 TF2027'BY MR. VIRGIL ELLINGSON.  THE STATION MARK IS 0.1 MILE NORTH
 TF2027'OF GRAVELED ROAD AND IN BACK OF ALL FARM BUILDINGS, 67.5 FEET
 TF2027'WEST OF A NORTH-SOUTH FENCELINE AND 10 FEET NORTH OF AN
 TF2027'EAST-WEST TREELINE.  STATION IS MARKED BY A STANDARD
 TF2027'TRIANGULATION STATION DISK, SET IN THE TOP OF A 12 INCH
 TF2027'CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE
 TF2027'SURFACE OF THE GROUND.  THE DISK IS STAMPED ELLINGSON 1967.
 TF2027'
 TF2027'TO REACH THE STATION FROM THE CROSSROAD JUST SOUTH OF THE
 TF2027'RAILROAD STATION IN BALFOUR, GO EASTERLY ON U.S. HIGHWAY 52 FOR
 TF2027'4.3 MILES TO THE JUNCTION OF STATE HIGHWAY 14.  TURN LEFT AND GO
 TF2027'NORTH ON STATE HIGHWAY 14 FOR 9.5 MILES TO A CROSSROAD.  TURN
 TF2027'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.1 MILE TO THE AZIMUTH
 TF2027'MARK ON THE LEFT, SOUTH SIDE OF ROAD.  CONTINUE WEST ON GRAVELED
 TF2027'ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT, NORTH SIDE OF
 TF2027'ROAD.  TURN NORTH INTO DRIVEWAY AND GO NORTH FOR 0.1 MILE TO
 TF2027'STATION IN BACK OF FARM BUILDINGS, AS DESCRIBED.
 TF2027'
 TF2027'AZIMUTH MARK IS 76 FEET SOUTH OF THE APPROXIMATE CENTER OF
 TF2027'GRAVELED ROAD, 4.1 FEET NORTHWEST OF A METAL WITNESS POST WITH
 TF2027'SIGN ATTACHED AND 2 FEET NORTH OF FENCELINE THAT IS IN AN EAST-WEST
 TF2027'TREELINE.  IT IS MARKED BY A STANDARD DISK, SET IN THE TOP
 TF2027'OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT PROJECTS 1 INCH
 TF2027'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ELLINGSON
 TF2027'1967.
 TF2027'
 TF2027'REFERENCE MARK NO 1, 15 FEET NORTH OF AN EAST-WEST TREELINE.  IT
 TF2027'IS MARKED BY A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE
 TF2027'MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE
 TF2027'DISK IS STAMPED ELLINGSON NO 1 1967.
 TF2027'
 TF2027'REFERENCE MARK NO 2, 59 FEET WEST OF A NORTH-SOUTH FENCELINE
 TF2027'AND 27 FEET SOUTH OF AN EAST-WEST FENCELINE.  IT IS MARKED BY
 TF2027'A STANDARD DISK SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 TF2027'MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 TF2027'THE DISK IS STAMPED ELLINGSON NO 2 1967.
 TF2027'
 TF2027'HEIGHT OF PLATE ABOVE STATION MARK 22.27 METERS.
 TF2027
 TF2027                          STATION RECOVERY (1976)
 TF2027
 TF2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TF2027'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 TF2027'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION AND CHANGES
 TF2027'AT THE STATION SITE ARE NOTED HERE.
 TF2027'
 TF2027'TO REACH THE STATION FROM THE POST OFFICE IN KARLSRUHE, GO SOUTHWEST
 TF2027'ON GRAVEL STREET FOR 0.35 MILE TO A T INTERSECTION.  TURN LEFT AND
 TF2027'GO SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO A GRAVEL CROSSROAD.
 TF2027'TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 6.9 MILES TO A GRAVEL
 TF2027'CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 1.0 MILE
 TF2027'TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVEL ROAD
 TF2027'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED IN
 TF2027'1967.  CONTINUE WEST ON GRAVEL ROAD FOR 0.3 MILE TO A GRAVEL DRIVE
 TF2027'ON THE RIGHT.  TURN RIGHT, INTO DRIVE, AND GO NORTH, PASSING
 TF2027'AROUND WEST AND NORTH SIDE OF WINDMILL AND ALONG SOUTH AND EAST
 TF2027'SIDE OF SHED, FOR 0.15 MILE TO THE TOP OF A SLIGHT KNOLL AND THE
 TF2027'STATION ON THE LEFT, INSIDE FENCED AREA.
 TF2027'
 TF2027'THE STATION IS 44 FEET WEST OF THE CENTER OF FIELD ROAD, 30.0 FEET
 TF2027'WEST OF A NORTH-SOUTH FENCE, AND 82.0 FEET SOUTH OF AN EAST-WEST
 TF2027'FENCE, FLUSH WITH GROUND SURFACE.
 TF2027'
 TF2027'REFERENCE MARK NO 1 IS 102.3 FEET WEST OF A NORTH-SOUTH FENCE
 TF2027'AND 87.5 FEET SOUTH OF AN EAST-WEST FENCE, FLUSH WITH GROUND
 TF2027'SURFACE.
 TF2027'
 TF2027'REFERENCE MARK NO 2 IS 27.0 FEET SOUTH OF AN EAST-WEST FENCE,
 TF2027'AND 13.0 FEET WEST OF A NORTH-SOUTH FENCE, FLUSH WITH GROUND
 TF2027'SURFACE.
 TF2027'
 TF2027'ELLINGSON RM A IS 12.0 FEET EAST OF A NORTH-SOUTH FENCE, AND
 TF2027'16.0 FEET SOUTHEAST OF A FENCE CORNER IN THE APPROXIMATE
 TF2027'CENTER OF THE FIELD ROAD, ABOUT 1-INCH BELOW GROUND SURFACE.
 TF2027'
 TF2027'A STEEL ROD WAS DRIVEN IN THE GROUND NEXT TO THE STATION MARK.
 TF2027'
 TF2027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST
 TF2027'OF KARLSRUHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2026 ***********************************************************************
 TF2026  DESIGNATION -  ELLINGSON RM A
 TF2026  PID         -  TF2026
 TF2026  STATE/COUNTY-  ND/MCHENRY
 TF2026  USGS QUAD   -  RANGELEY (1957)
 TF2026
 TF2026                         *CURRENT SURVEY CONTROL
 TF2026  ___________________________________________________________________
 TF2026* NAD 83(1996)-  48 04 04.08787(N)    100 29 01.18288(W)     ADJUSTED  
 TF2026* NAVD 88     -       486.7    (meters)    1597.     (feet)  VERTCON   
 TF2026  ___________________________________________________________________
 TF2026  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 TF2026  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF2026
 TF2026  HORZ ORDER  -  FIRST
 TF2026
 TF2026.The horizontal coordinates were established by classical geodetic methods
 TF2026.and adjusted by the National Geodetic Survey in January 1998..
 TF2026
 TF2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2026
 TF2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2026
 TF2026.The geoid height was determined by GEOID03.
 TF2026
 TF2026;                    North         East     Units Scale Factor Converg.
 TF2026;SPC ND N     -   118,719.235   601,217.559   MT  0.99993589   +0 00 43.8
 TF2026;SPC ND N     -   389,498.80  1,972,498.55   iFT  0.99993589   +0 00 43.8
 TF2026;UTM  14      - 5,324,900.924   389,471.894   MT  0.99975011   -1 06 13.9
 TF2026
 TF2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2026!SPC ND N     -   0.99992712  x   0.99993589  =   0.99986301
 TF2026!UTM  14      -   0.99992712  x   0.99975011  =   0.99967725
 TF2026
 TF2026:                Primary Azimuth Mark                     Grid Az
 TF2026:SPC ND N     -  BISON                                    091 18 18.8
 TF2026:UTM  14      -  BISON                                    092 25 16.5
 TF2026
 TF2026|---------------------------------------------------------------------|
 TF2026| PID    Reference Object                     Distance      Geod. Az  |
 TF2026|                                                           dddmmss.s |
 TF2026| TF2023 BISON                               APPROX.15.9 KM 0911902.6 |
 TF2026| TF2027 ELLINGSON                            24.965 METERS 21213     |
 TF2026|---------------------------------------------------------------------|
 TF2026
 TF2026                          SUPERSEDED SURVEY CONTROL
 TF2026
 TF2026  NAD 83(1986)-  48 04 04.09049(N)    100 29 01.18244(W) AD(       ) 1
 TF2026  NAD 27      -  48 04 04.07025(N)    100 28 59.67389(W) AD(       ) 1
 TF2026  NGVD 29 (07/19/86)  486.3    (m)         1595.     (f) VERT ANG       
 TF2026
 TF2026.Superseded values are not recommended for survey control.
 TF2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2026.See file dsdata.txt to determine how the superseded data were derived.
 TF2026
 TF2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU8947224901(NAD 83)
 TF2026_MARKER: DS = TRIANGULATION STATION DISK
 TF2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2026+STABILITY: SURFACE MOTION
 TF2026
 TF2026  HISTORY     - Date     Condition        Report By
 TF2026  HISTORY     - 1967     MONUMENTED       CGS
 TF2026
 TF2026                          STATION DESCRIPTION
 TF2026
 TF2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2026'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF BALFOUR, ABOUT 6
 TF2026'MILES EAST OF KARLSRUE AND 1.4 MILE WEST OF STATE HIGHWAY 14.  IT
 TF2026'IS IN THE SE 1/4 OF SEC. 18, T 153 N, R 76 W, ON PROPERTY OWNED
 TF2026'BY MR. VIRGIL ELLINGSON.
 TF2026'
 TF2026'TO REACH STATION ELINGSON FROM THE CROSSROAD JUST SOUTH OF THE
 TF2026'RAILROAD STATION IN BALFOUR, GO EASTERLY ON U.S. HIGHWAY 52 FOR
 TF2026'4.3 MILES TO THE JUNCTION OF STATE HIGHWAY 14.  TURN LEFT AND GO
 TF2026'NORTH ON STATE HIGHWAY 14 FOR 9.5 MILES TO A CROSSROAD.  TURN
 TF2026'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.1 MILE TO ELLINGSON AZIMUTH
 TF2026'MARK ON THE LEFT, SOUTH SIDE OF ROAD.  CONTINUE WEST ON GRAVELED
 TF2026'ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT, NORTH SIDE OF
 TF2026'ROAD.  TURN NORTH INTO DRIVEWAY AND GO NORTH FOR 0.1 MILE TO
 TF2026'STATION IN BACK OF FARM BUILDINGS.
 TF2026'
 TF2026'STATION IS A STANDARD STATION MARK DISK, STAMPED ELLINGSON
 TF2026'RM A 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 TF2026'FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE STATION
 TF2026'MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME AS THE
 TF2026'SURFACE DISK.
 TF2026'
 TF2026'THE MARK IS 37.0 FEET WEST OF A NORTH-SOUTH FENCELINE AND 11.0
 TF2026'FEET SOUTH OF A EAST-WEST FENCELINE.
 TF2026'
 TF2026'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 TF2026'ELLINGSON, DISTANCE BEING 24.966 METERS OR 81.91 FEET.  OBSERVATIONS
 TF2026'WERE TAKEN FROM A 37 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0848 ***********************************************************************
 RP0848  DESIGNATION -  ELLIOT
 RP0848  PID         -  RP0848
 RP0848  STATE/COUNTY-  ND/RANSOM
 RP0848  USGS QUAD   -  ELLIOTT (1962)
 RP0848
 RP0848                         *CURRENT SURVEY CONTROL
 RP0848  ___________________________________________________________________
 RP0848* NAD 83(1996)-  46 25 38.51240(N)    097 51 53.80414(W)     ADJUSTED  
 RP0848* NAVD 88     -       428.04   (+/-2cm)    1404.3    (feet)  VERTCON   
 RP0848  ___________________________________________________________________
 RP0848  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 RP0848  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 RP0848
 RP0848  HORZ ORDER  -  SECOND
 RP0848  VERT ORDER  -  THIRD ? (See Below)
 RP0848
 RP0848.The horizontal coordinates were established by classical geodetic methods
 RP0848.and adjusted by the National Geodetic Survey in January 1998..
 RP0848
 RP0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0848.The vertical order pertains to the NGVD 29 superseded value.
 RP0848
 RP0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0848
 RP0848.The geoid height was determined by GEOID03.
 RP0848
 RP0848;                    North         East     Units Scale Factor Converg.
 RP0848;SPC ND S     -    87,953.039   802,496.918   MT  0.99996097   +1 55 19.1
 RP0848;SPC ND S     -   288,559.84  2,632,863.90   iFT  0.99996097   +1 55 19.1
 RP0848;UTM  14      - 5,142,158.301   587,210.502   MT  0.99969349   +0 49 20.6
 RP0848
 RP0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0848!SPC ND S     -   0.99993686  x   0.99996097  =   0.99989784
 RP0848!UTM  14      -   0.99993686  x   0.99969349  =   0.99963037
 RP0848
 RP0848|---------------------------------------------------------------------|
 RP0848| PID    Reference Object                     Distance      Geod. Az  |
 RP0848|                                                           dddmmss.s |
 RP0848| CO4887 ELLIOT RM 1                          24.241 METERS 08309     |
 RP0848| RP0824 LISBON MUNICIPAL STANDPIPE          APPROX.13.6 KM 0841836.7 |
 RP0848| RP0849 ELLIOTT FARMER SUPPLY ELEV ANT      APPROX. 4.7 KM 1225546.1 |
 RP0848| CO4886 ELLIOT AZ MK                                       1911926.8 |
 RP0848| RP0854 ENGLEVALE LUTHERAN CHURCH           APPROX. 5.3 KM 2241624.1 |
 RP0848| CO4888 ELLIOT RM 2                          24.970 METERS 35955     |
 RP0848|---------------------------------------------------------------------|
 RP0848
 RP0848                          SUPERSEDED SURVEY CONTROL
 RP0848
 RP0848  NAD 83(1986)-  46 25 38.51548(N)    097 51 53.79726(W) AD(       ) 2
 RP0848  NAD 27      -  46 25 38.63500(N)    097 51 52.43800(W) AD(       ) 2
 RP0848  NGVD 29 (07/19/86)  427.70   (m)         1403.2    (f) LEVELING    3  
 RP0848
 RP0848.Superseded values are not recommended for survey control.
 RP0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0848.See file dsdata.txt to determine how the superseded data were derived.
 RP0848
 RP0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8721142158(NAD 83)
 RP0848_MARKER: DS = TRIANGULATION STATION DISK
 RP0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0848
 RP0848  HISTORY     - Date     Condition        Report By
 RP0848  HISTORY     - 1954     MONUMENTED       CGS
 RP0848
 RP0848                          STATION DESCRIPTION
 RP0848
 RP0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0848'THE STATION IS LOCATED ABOUT 8.5 MILES WEST OF LISBON, 3 MILES
 RP0848'NORTHEAST OF ENGLEVALE, 2 MILES NORTHWEST OF ELLIOTT, AND ON
 RP0848'PROPERTY OWNED BY MR. CLAYTON HUETHER.
 RP0848'
 RP0848'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13 AT THE
 RP0848'NORTHWEST EDGE OF VERONA BY GOING NORTH ON HIGHWAY 1 FOR 5.2
 RP0848'MILES TO STATE HIGHWAY 27 ON THE RIGHT.  TURN RIGHT, EAST, AND
 RP0848'GO 8.8 MILES TO A CROSS ROAD AND A SCHOOL BUILDING IN THE
 RP0848'NORTHWEST ANGLE.  CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 1.0
 RP0848'MILE TO A SIDE ROAD RIGHT, TURN RIGHT, SOUTH, AND GO 0.9 MILE
 RP0848'TO A SIDE ROAD LEFT.  TURN LEFT, EAST, AND GO 0.1 MILE TO THE
 RP0848'STATION ON THE RIGHT AS DESCRIBED.
 RP0848'
 RP0848'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHERLY
 RP0848'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RP0848'
 RP0848'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT, IS
 RP0848'26 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND
 RP0848'8 FEET SOUTH OF A WITNESS POST.  THE DISK IS STAMPED ELLIOTT
 RP0848'1954, AND THE MARK IS 14 INCHES BELOW THE SURFACE OF THE
 RP0848'GROUND.
 RP0848'
 RP0848'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0848'IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 RP0848'ROAD.  THE DISK IS STAMPED ELLIOTT NO 1 1954, AND THE MARK
 RP0848'PROJECTS 3 INCHES.
 RP0848'
 RP0848'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0848'IS 45 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND
 RP0848'2 FEET WEST OF POWER POLE NO. 30-7.  THE DISK IS STAMPED ELLIOTT
 RP0848'NO 2 1954, AND THE MARK PROJECTS 1 INCH.
 RP0848'
 RP0848'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0848'IS 45 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 RP0848'2 FEET WEST OF A WITNESS POST, AND 2 FEET EAST OF A POWER POLE.
 RP0848'THE DISK IS STAMPED ELLIOTT 1954, AND THE MARK PROJECTS 6 INCHES.
 RP0848'
 RP0848'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0849 ***********************************************************************
 RP0849  DESIGNATION -  ELLIOTT FARMER SUPPLY ELEV ANT
 RP0849  PID         -  RP0849
 RP0849  STATE/COUNTY-  ND/RANSOM
 RP0849  USGS QUAD   -  ELLIOTT (1962)
 RP0849
 RP0849                         *CURRENT SURVEY CONTROL
 RP0849  ___________________________________________________________________
 RP0849* NAD 83(1996)-  46 24 15.74276(N)    097 48 49.15647(W)     ADJUSTED  
 RP0849* NAVD 88     -                                                        
 RP0849  ___________________________________________________________________
 RP0849  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 RP0849  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 RP0849
 RP0849  HORZ ORDER  -  THIRD
 RP0849
 RP0849.The horizontal coordinates were established by classical geodetic methods
 RP0849.and adjusted by the National Geodetic Survey in January 1998..
 RP0849
 RP0849
 RP0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0849
 RP0849.The geoid height was determined by GEOID03.
 RP0849
 RP0849;                    North         East     Units Scale Factor Converg.
 RP0849;SPC ND S     -    85,532.404   806,524.354   MT  0.99996389   +1 57 33.7
 RP0849;SPC ND S     -   280,618.12  2,646,077.28   iFT  0.99996389   +1 57 33.7
 RP0849;UTM  14      - 5,139,661.467   591,189.679   MT  0.99970222   +0 51 33.3
 RP0849
 RP0849                          SUPERSEDED SURVEY CONTROL
 RP0849
 RP0849  NAD 83(1986)-  46 24 15.74560(N)    097 48 49.14920(W) AD(       ) 4
 RP0849  NAD 27      -  46 24 15.87500(N)    097 48 47.80500(W) AD(       ) 3
 RP0849
 RP0849.Superseded values are not recommended for survey control.
 RP0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0849.See file dsdata.txt to determine how the superseded data were derived.
 RP0849
 RP0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS9119039661(NAD 83)
 RP0849_MARKER: 92 = ANTENNA ON ROOF
 RP0849
 RP0849  HISTORY     - Date     Condition        Report By
 RP0849  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0849
 RP0849                          STATION DESCRIPTION
 RP0849
 RP0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0849'THE STATION IS THE ANTENNA ATOP THE LARGE WOODEN ELEVATOR
 RP0849'LOCATED AT THE NORTH EDGE OF ELLIOTT.  THE ANTENNA IS APPROXIMATELY
 RP0849'3 FEET SOUTH OF THE NORTH EDGE OF THE TOP AND IS ABOUT 90
 RP0849'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1300 ***********************************************************************
 SL1300  DESIGNATION -  ELM
 SL1300  PID         -  SL1300
 SL1300  STATE/COUNTY-  ND/TRAILL
 SL1300  USGS QUAD   -  KELSO (1984)
 SL1300
 SL1300                         *CURRENT SURVEY CONTROL
 SL1300  ___________________________________________________________________
 SL1300* NAD 83(1996)-  47 21 11.02314(N)    097 06 44.35764(W)     ADJUSTED  
 SL1300* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 SL1300  ___________________________________________________________________
 SL1300  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 SL1300  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 SL1300
 SL1300  HORZ ORDER  -  SECOND
 SL1300
 SL1300.The horizontal coordinates were established by classical geodetic methods
 SL1300.and adjusted by the National Geodetic Survey in January 1998..
 SL1300
 SL1300.The orthometric height was scaled from a topographic map.
 SL1300
 SL1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1300
 SL1300.The geoid height was determined by GEOID03.
 SL1300
 SL1300;                    North         East     Units Scale Factor Converg.
 SL1300;SPC ND N     -    44,883.664   855,872.799   MT  1.00001675   +2 31 15.2
 SL1300;SPC ND N     -   147,256.12  2,807,981.62   iFT  1.00001675   +2 31 15.2
 SL1300;UTM  14      - 5,246,127.496   642,561.649   MT  0.99984977   +1 23 19.3
 SL1300
 SL1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1300!SPC ND N     -   0.99995940  x   1.00001675  =   0.99997614
 SL1300!UTM  14      -   0.99995940  x   0.99984977  =   0.99980917
 SL1300
 SL1300:                Primary Azimuth Mark                     Grid Az
 SL1300:SPC ND N     -  TAFT ELDORADO ELEV VENTILATOR            013 02 59.8
 SL1300:UTM  14      -  TAFT ELDORADO ELEV VENTILATOR            014 10 55.7
 SL1300
 SL1300|---------------------------------------------------------------------|
 SL1300| PID    Reference Object                     Distance      Geod. Az  |
 SL1300|                                                           dddmmss.s |
 SL1300| SL1298 TAFT ELDORADO ELEV VENTILATOR       APPROX.11.9 KM 0153415.0 |
 SL1300| SL1297 HILLSBORO MUNICIPAL TANK            APPROX. 7.0 KM 0330021.9 |
 SL1300| SL1296 HILLSBORO TRAILL CO CTHSE DOME      APPROX. 6.7 KM 0330458.9 |
 SL1300| CO4896 ELM AZ MK                                          0902343.5 |
 SL1300| SL1717 ELM RM 1                             26.026 METERS 10632     |
 SL1300| SL1719 ELM RM 2                             38.859 METERS 35058     |
 SL1300|---------------------------------------------------------------------|
 SL1300
 SL1300                          SUPERSEDED SURVEY CONTROL
 SL1300
 SL1300  NAD 83(1986)-  47 21 11.02193(N)    097 06 44.34935(W) AD(       ) 2
 SL1300  NAD 27      -  47 21 11.09300(N)    097 06 43.04200(W) AD(       ) 2
 SL1300
 SL1300.Superseded values are not recommended for survey control.
 SL1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1300.See file dsdata.txt to determine how the superseded data were derived.
 SL1300
 SL1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4256246127(NAD 83)
 SL1300_MARKER: DS = TRIANGULATION STATION DISK
 SL1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1300
 SL1300  HISTORY     - Date     Condition        Report By
 SL1300  HISTORY     - 1954     MONUMENTED       CGS
 SL1300
 SL1300                          STATION DESCRIPTION
 SL1300
 SL1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1300'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A PASTURE
 SL1300'OWNED BY MR. WALTER THOMPSON.  IT IS 5 MILES SOUTHWEST OF
 SL1300'HILLSBORO, 5 MILES EAST OF BLANCHARD, AND 3 MILES WEST OF ALTON.
 SL1300'
 SL1300'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 SL1300'7, WHICH IS 3.5 MILES SOUTH OF HILLSBORO, BY GOING WEST ON A
 SL1300'GRAVELED ROAD FOR 3.2 MILES TO A CROSSROAD AND THE STATION IN
 SL1300'THE NORTHEAST ANGLE.
 SL1300'
 SL1300'THE STATION MARK IS 85 FEET NORTH OF THE APPROXIMATE CENTER
 SL1300'OF AN EAST-AND-WEST GRAVELED ROAD, 61 FEET EAST OF THE APPROXIMATE
 SL1300'CENTER OF A NORTH-AND-SOUTH GRAVELED ROAD, AND 31 FEET NORTHEAST
 SL1300'OF A FENCE CORNER-POST.  THE MARK IS 16 INCHES BELOW THE SURFACE
 SL1300'OF THE GROUND, AND THE DISK IS STAMPED ELM 1954.
 SL1300'
 SL1300'REFERENCE MARK NO. 1, EAST-SOUTHEAST OF THE STATION, IS 99
 SL1300'FEET EAST OF THE FENCE CORNER-POST, 68 FEET NORTH OF THE
 SL1300'APPROXIMATE CENTER OF THE EAST-AND-WEST GRAVELED ROAD, AND
 SL1300'PROJECTS 4 INCHES.  THE DISK IS STAMPED ELM NO 1 1954.
 SL1300'
 SL1300'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 151 FEET NORTH
 SL1300'OF THE FENCE CORNER-POST, 43 FEET EAST OF THE APPROXIMATE
 SL1300'CENTER OF THE NORTH-AND-SOUTH GRAVELED ROAD, AND PROJECTS
 SL1300'4 INCHES.
 SL1300'
 SL1300'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE EAST OF THE STATION,
 SL1300'IS 55 FEET EAST OF THE APPROXIMATE CENTER OF THE EAST-AND-WEST
 SL1300'GRAVELED ROAD, 4 FEET NORTH OF A WITNESS POST AND TELEPHONE
 SL1300'POLE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED ELM 1954.
 SL1300'
 SL1300'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0741 ***********************************************************************
 SO0741  DESIGNATION -  ELM
 SO0741  PID         -  SO0741
 SO0741  STATE/COUNTY-  ND/MERCER
 SO0741  USGS QUAD   -  WILLOW CREEK EAST (1973)
 SO0741
 SO0741                         *CURRENT SURVEY CONTROL
 SO0741  ___________________________________________________________________
 SO0741* NAD 83(1996)-  47 07 17.42001(N)    102 02 29.99037(W)     ADJUSTED  
 SO0741* NAVD 88     -       656.9    (meters)    2155.     (feet)  VERTCON   
 SO0741  ___________________________________________________________________
 SO0741  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 SO0741  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 SO0741
 SO0741  HORZ ORDER  -  FIRST
 SO0741
 SO0741.The horizontal coordinates were established by classical geodetic methods
 SO0741.and adjusted by the National Geodetic Survey in January 1998..
 SO0741
 SO0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0741
 SO0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0741
 SO0741.The geoid height was determined by GEOID03.
 SO0741
 SO0741;                    North         East     Units Scale Factor Converg.
 SO0741;SPC ND S     -   162,865.000   483,026.838   MT  0.99994837   -1 07 28.1
 SO0741;SPC ND S     -   534,333.99  1,584,733.72   iFT  0.99994837   -1 07 28.1
 SO0741;UTM  13      - 5,222,913.632   724,391.538   MT  1.00021887   +2 10 07.6
 SO0741;UTM  14      - 5,223,156.350   269,288.415   MT  1.00025423   -2 13 47.7
 SO0741
 SO0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0741!SPC ND S     -   0.99989999  x   0.99994837  =   0.99984837
 SO0741!UTM  13      -   0.99989999  x   1.00021887  =   1.00011884
 SO0741!UTM  14      -   0.99989999  x   1.00025423  =   1.00015420
 SO0741
 SO0741|---------------------------------------------------------------------|
 SO0741| PID    Reference Object                     Distance      Geod. Az  |
 SO0741|                                                           dddmmss.s |
 SO0741| CQ8322 ELM RM 1                             13.887 METERS 05112     |
 SO0741| CQ8323 ELM RM 2                             13.485 METERS 14256     |
 SO0741| CQ8321 ELM AZ MK                                          2513852.2 |
 SO0741|---------------------------------------------------------------------|
 SO0741
 SO0741                          SUPERSEDED SURVEY CONTROL
 SO0741
 SO0741  NAD 83(1986)-  47 07 17.41595(N)    102 02 29.98225(W) AD(       ) 1
 SO0741  NAD 27      -  47 07 17.37600(N)    102 02 28.37600(W) AD(       ) 1
 SO0741  NGVD 29 (07/19/86)  656.5    (m)         2154.     (f) VERT ANG       
 SO0741
 SO0741.Superseded values are not recommended for survey control.
 SO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0741.See file dsdata.txt to determine how the superseded data were derived.
 SO0741
 SO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN2439222914(NAD 83)
 SO0741_MARKER: DS = TRIANGULATION STATION DISK
 SO0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0741
 SO0741  HISTORY     - Date     Condition        Report By
 SO0741  HISTORY     - 1951     MONUMENTED       CGS
 SO0741  HISTORY     - 1959     GOOD             CGS
 SO0741  HISTORY     - 1967     GOOD             USGS
 SO0741  HISTORY     - 1973     GOOD             USGS
 SO0741
 SO0741                          STATION DESCRIPTION
 SO0741
 SO0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0741'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF HEBRON, ABOUT
 SO0741'0.5 MILE EAST OF A GRADED DIRT ROAD, ON THE SUMMIT AND AT THE
 SO0741'NORTHWEST EDGE OF THE SOUTH ONE OF TWIN FLAT TOPPED RIDGES, 60
 SO0741'FEET SOUTH OF THE NORTH EDGE OF THE RIDGE, AND 18 FEET EAST OF
 SO0741'THE WEST EDGE OF THE RIDGE.
 SO0741'
 SO0741'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 SO0741'ON THE MAIN STREET FOR 0.25 MILE.  THEN LEFT, NORTH, FOR 0.35
 SO0741'MILE TO A T-INTERSECTION.  THEN RIGHT, EAST, ON A GRAVELED
 SO0741'ROAD FOR 0.9 MILE TO A FORK.  THEN LEFT, NORTH, FOR 7.6 MILES
 SO0741'TO A FORK, THEN RIGHT FOR 0.05 MILE TO ANOTHER FORK.  THEN
 SO0741'LEFT, NORTH, FOR 8.0 MILES TO THE TOP OF A RIDGE AND A WIRE
 SO0741'GATE ON THE RIGHT.  THE AZIMUTH MARK IS NORTH OF THE GATE AS
 SO0741'DESCRIBED.  PASS THROUGH THE GATE, GO EASTERLY ACROSS PASTURE
 SO0741'FOR 0.45 MILE.  THEN BEAR RIGHT, UP A STEEP RAVINE FOR 0.1
 SO0741'MILE TO THE TOP OF THE RIDGE.  THEN SHARP LEFT FOR ABOUT 150
 SO0741'FEET TO THE STATION AS DESCRIBED.
 SO0741'
 SO0741'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 SO0741'ELM 1951.
 SO0741'
 SO0741'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE NORTH EDGE OF THE
 SO0741'RIDGE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED ELM NO
 SO0741'1 1951.
 SO0741'
 SO0741'REFERENCE MARK NO. 2 IS 20 FEET EAST OF THE WEST EDGE OF THE
 SO0741'RIDGE.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED ELM
 SO0741'NO 2 1951.
 SO0741'
 SO0741'THE AZIMUTH MARK IS 64 FEET NORTH OF THE NORTH GATE POST OF
 SO0741'A WIRE GATE, 35 FEET EAST OF THE CENTER OF A GRADED DIRT ROAD, AND
 SO0741'6 INCHES EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 SO0741'DISK IS STAMPED ELM 1951.
 SO0741'
 SO0741'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 SO0741'CYLINDERS.
 SO0741
 SO0741                          STATION RECOVERY (1959)
 SO0741
 SO0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 SO0741'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0741'CONDITION.
 SO0741'
 SO0741'THE ROAD, NEAR THE AZIMUTH MARK, HAS BEEN CHANGED SLIGHTLY.
 SO0741'THE MARK IS ABOUT 150 FEET NORTHEAST OF THE WIRE GATE AND ABOUT
 SO0741'50 FEET EAST OF THE RIGHT OF WAY FENCE.
 SO0741'
 SO0741'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HEBRON IS
 SO0741'ADEQUATE.
 SO0741
 SO0741                          STATION RECOVERY (1967)
 SO0741
 SO0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SO0741'REFERENCE MARKS AND AZ. MK WERE FOUND IN GOOD CONDITION AS
 SO0741'DESCRIBED.
 SO0741'
 SO0741'DISTANCES AND DIRECTIONS TO RMS AND AZ. MK CHECKED.
 SO0741'
 SO0741'THE OLD DESCRIPTION IS ADEQUATE.
 SO0741
 SO0741                          STATION RECOVERY (1973)
 SO0741
 SO0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (CLC)
 SO0741'THE MARK IS 130 FT. NORTH ALONG COUNTY ROAD FROM FIELD ROAD
 SO0741'WEST AND 113 FT. EAST PERPENDICULAR TO NORMAL CENTERLINE.
 SO0741'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELM 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1838 ***********************************************************************
 TE1838  DESIGNATION -  ELMER
 TE1838  PID         -  TE1838
 TE1838  STATE/COUNTY-  ND/CAVALIER
 TE1838  USGS QUAD   -  HAMPDEN (1970)
 TE1838
 TE1838                         *CURRENT SURVEY CONTROL
 TE1838  ___________________________________________________________________
 TE1838* NAD 83(1996)-  48 32 38.45481(N)    098 41 35.69370(W)     ADJUSTED  
 TE1838* NAVD 88     -       477.2    (meters)    1566.     (feet)  VERTCON   
 TE1838  ___________________________________________________________________
 TE1838  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 TE1838  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 TE1838
 TE1838  HORZ ORDER  -  SECOND
 TE1838
 TE1838.The horizontal coordinates were established by classical geodetic methods
 TE1838.and adjusted by the National Geodetic Survey in January 1998..
 TE1838
 TE1838.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1838
 TE1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1838
 TE1838.The geoid height was determined by GEOID03.
 TE1838
 TE1838;                    North         East     Units Scale Factor Converg.
 TE1838;SPC ND N     -   173,234.453   733,389.354   MT  0.99996797   +1 20 40.1
 TE1838;SPC ND N     -   568,354.50  2,406,133.05   iFT  0.99996797   +1 20 40.1
 TE1838;UTM  14      - 5,376,813.556   522,640.681   MT  0.99960630   +0 13 47.6
 TE1838
 TE1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1838!SPC ND N     -   0.99992901  x   0.99996797  =   0.99989698
 TE1838!UTM  14      -   0.99992901  x   0.99960630  =   0.99953534
 TE1838
 TE1838|---------------------------------------------------------------------|
 TE1838| PID    Reference Object                     Distance      Geod. Az  |
 TE1838|                                                           dddmmss.s |
 TE1838| CO6811 ELMER RM 2                           16.526 METERS 08803     |
 TE1838| CO6810 ELMER RM 1                           23.691 METERS 26841     |
 TE1838| TE1850 REBAR 212                           APPROX. 7.0 KM 2695611.1 |
 TE1838|---------------------------------------------------------------------|
 TE1838
 TE1838                          SUPERSEDED SURVEY CONTROL
 TE1838
 TE1838  NAD 83(1986)-  48 32 38.45191(N)    098 41 35.68599(W) AD(       ) 2
 TE1838  NAD 27      -  48 32 38.42345(N)    098 41 34.23394(W) AD(       ) 2
 TE1838  NGVD 29 (07/19/86)  476.8    (m)         1564.     (f) VERT ANG       
 TE1838
 TE1838.Superseded values are not recommended for survey control.
 TE1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1838.See file dsdata.txt to determine how the superseded data were derived.
 TE1838
 TE1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2264176814(NAD 83)
 TE1838_MARKER: DD = SURVEY DISK
 TE1838_SETTING: 0 = UNSPECIFIED SETTING
 TE1838
 TE1838  HISTORY     - Date     Condition        Report By
 TE1838  HISTORY     - 1969     MONUMENTED       USGS
 TE1838
 TE1838                          STATION DESCRIPTION
 TE1838
 TE1838'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1838'THE STATION IS ABOUT 1.75 MI WNW. OF HAMPDEN, NEAR THE E. SIXTEENTH
 TE1838'COR. BETWEEN SECS. 6 AND 31, TS. 158 AND 159 N., R. 62 W., ABOUT
 TE1838'0.25 MI W. OF A T-RD. S., 55 FT S. OF AN ABANDONED TWO STORY WOODEN
 TE1838'HOUSE, ON A PROMINENT RIDGE.
 TE1838'
 TE1838'TO REACH FROM THE CENTER OF HAMPDEN, GO W. ON PAVED RD. FOR ABOUT
 TE1838'0.4 MI TO WHERE RD. CURVES S., TURN RIGHT ON GRAVEL RD. AND GO NW.
 TE1838'AND N. FOR ABOUT 0.3 MI TO A CROSSROADS, TURN LEFT AND GO W. FOR
 TE1838'1.0 MI TO A T-RD. S., CONTINUE W. FOR ABOUT 0.25 MI TO THE TOP OF
 TE1838'A RIDGE, TO A TWO STORY WOODEN HOUSE AND THE STATION ON THE RIGHT.
 TE1838'
 TE1838'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1838'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1838'TO WITHIN 1 IN. OF CAP, STAMPED ET ELMER 1969 IS 60 FT N. AND 48 FT
 TE1838'E.  CENTER RD. AT DRIVE N.  55 FT S. AND 6 FT W. OF SE. COR. OF THE
 TE1838'TWO STORY WHITE HOUSE, 6 FT E. OF A USGS WITNESS POST.  THE MARK
 TE1838'IS IN GRASSY LAND AND IS FLUSH WITH THE GROUND.
 TE1838'
 TE1838'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1838'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1838'TO WITHIN 1 IN. OF CAP, STAMPED ELMER NO 1 1969 IS W. OF THE
 TE1838'STATION, 59 FT N. AND 32 FT W. OF CENTER RD. AT DRIVE N.  THE MARK
 TE1838'IS IN GRASSY LAND AND IS FLUSH WITH THE GROUND.
 TE1838'
 TE1838'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1838'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1838'TO WITHIN 1 IN. OF CAP, STAMPED ELMER NO 2 1969 IS E. OF THE
 TE1838'STATION, 62 FT N. AND 102 FT E. CENTER RD. AT DRIVE N., THE MARK
 TE1838'IS IN GRASSY LAND AND IS FLUSH WITH THE GROUND.
 TE1838'
 TE1838'NO AZIMUTH MARK SET.
 TE1838'
 TE1838'REFERENCE AZIMUTH USED - HAMPDEN METHODIST CHURCH SPIRE.
 TE1838'
 TE1838'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2119 ***********************************************************************
 TF2119  DESIGNATION -  ELMS
 TF2119  PID         -  TF2119
 TF2119  STATE/COUNTY-  ND/BOTTINEAU
 TF2119  USGS QUAD   -  LANSFORD SE (1949)
 TF2119
 TF2119                         *CURRENT SURVEY CONTROL
 TF2119  ___________________________________________________________________
 TF2119* NAD 83(1996)-  48 36 32.34824(N)    101 17 58.68531(W)     ADJUSTED  
 TF2119* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 TF2119  ___________________________________________________________________
 TF2119  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 TF2119  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 TF2119
 TF2119  HORZ ORDER  -  SECOND
 TF2119
 TF2119.The horizontal coordinates were established by classical geodetic methods
 TF2119.and adjusted by the National Geodetic Survey in January 1998..
 TF2119
 TF2119.The orthometric height was scaled from a topographic map.
 TF2119
 TF2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2119
 TF2119.The geoid height was determined by GEOID03.
 TF2119
 TF2119;                    North         East     Units Scale Factor Converg.
 TF2119;SPC ND N     -   179,200.167   541,035.018   MT  0.99997772   -0 35 42.1
 TF2119;SPC ND N     -   587,927.06  1,775,049.27   iFT  0.99997772   -0 35 42.1
 TF2119;UTM  14      - 5,386,542.705   330,491.863   MT  0.99995302   -1 43 32.3
 TF2119
 TF2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2119!SPC ND N     -   0.99992769  x   0.99997772  =   0.99990541
 TF2119!UTM  14      -   0.99992769  x   0.99995302  =   0.99988071
 TF2119
 TF2119:                Primary Azimuth Mark                     Grid Az
 TF2119:SPC ND N     -  ELMS 2 AZ MK                             173 02 56.9
 TF2119:UTM  14      -  ELMS 2 AZ MK                             174 10 47.1
 TF2119
 TF2119|---------------------------------------------------------------------|
 TF2119| PID    Reference Object                     Distance      Geod. Az  |
 TF2119|                                                           dddmmss.s |
 TF2119| CQ8330 ELMS 2 AZ MK                                       1722714.8 |
 TF2119| CQ8327 ELMS AZ MK                                         1735849.6 |
 TF2119| CQ8329 ELMS RM 2                                          18401     |
 TF2119| TF2121 ELMS 2                                8.294 METERS 27328     |
 TF2119| CQ8328 ELMS RM 1                                          35522     |
 TF2119|---------------------------------------------------------------------|
 TF2119
 TF2119                          SUPERSEDED SURVEY CONTROL
 TF2119
 TF2119  NAD 83(1986)-  48 36 32.34578(N)    101 17 58.68353(W) AD(       ) 2
 TF2119  NAD 27      -  48 36 32.27380(N)    101 17 57.10800(W) AD(       ) 2
 TF2119
 TF2119.Superseded values are not recommended for survey control.
 TF2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2119.See file dsdata.txt to determine how the superseded data were derived.
 TF2119
 TF2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3049286543(NAD 83)
 TF2119_MARKER: DS = TRIANGULATION STATION DISK
 TF2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2119
 TF2119  HISTORY     - Date     Condition        Report By
 TF2119  HISTORY     - 1963     MONUMENTED       CGS
 TF2119  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TF2119
 TF2119                          STATION DESCRIPTION
 TF2119
 TF2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2119'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 1-1/4 MILES
 TF2119'SOUTH OF LANSFORD, ON THE ROAD RIGHT-OF-WAY OF U.S. HIGHWAY
 TF2119'83 AND IN THE SOUTHEAST 1/4 OF SECTION 7, T159N AND R82W.
 TF2119'
 TF2119'TO REACH THE STATION FROM THE POST OFFICE IN LANSFORD, GO
 TF2119'EAST FOR 0.05 MILE TO A CROSSROADS, TURN RIGHT, GO SOUTHEAST
 TF2119'AND SOUTH FOR 0.9 MILE TO A CROSSROADS, TURN LEFT, GO EAST ON
 TF2119'PAVED ROAD FOR 3.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 TF2119'83, TURN RIGHT, GO SOUTH ON U.S. HIGHWAY 83 FOR 0.65 MILE TO
 TF2119'THE STATION ON THE RIGHT, CONTINUE SOUTH FOR 0.25 MILE TO
 TF2119'THE AZIMUTH MARK ON THE LEFT AT A TELEPHONE POLE.
 TF2119'
 TF2119'THE STATION MARK IS A STANDARD DISK, STAMPED ELMS 1963, SET
 TF2119'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2119'FLUSH WITH THE GROUND.  IT IS 82 FEET WEST OF THE CENTER LINE
 TF2119'OF U.S. HIGHWAY 83 AND 5.6 FEET EAST OF THE WITNESS POST.
 TF2119'
 TF2119'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ELMS NO 1 1963,
 TF2119'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2119'IS FLUSH WITH THE GROUND.  IT IS 85 FEET WEST OF THE CENTER
 TF2119'LINE OF U.S. HIGHWAY 83 AND 45.3 FEET NORTH OF THE WITNESS
 TF2119'POST.
 TF2119'
 TF2119'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ELMS NO 2 1963,
 TF2119'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2119'IS FLUSH WITH THE GROUND.  IT IS 85 FEET WEST OF THE CENTER
 TF2119'LINE OF U.S. HIGHWAY 83 AND 45.3 FEET SOUTH OF THE WITNESS POST.
 TF2119'
 TF2119'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELMS 1963, SET
 TF2119'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2119'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 67 FEET EAST
 TF2119'OF THE CENTER LINE OF U.S. HIGHWAY 83 AND 2.5 FEET NORTHWEST
 TF2119'OF A TELEPHONE POLE.
 TF2119
 TF2119                          STATION RECOVERY (1966)
 TF2119
 TF2119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2119'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 TF2119'AND THE AZIMUTH MARK WERE IN THE WAY ON HIGHWAY CONSTRUCTION
 TF2119'ON U.S. HIGHWAY 83.  ALL MARKS WERE DESTROYED.  THE UNDERGROUND
 TF2119'STATION MARK WAS LEFT INPLACE.
 TF2119'
 TF2119'ELMS 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2121 ***********************************************************************
 TF2121  DESIGNATION -  ELMS 2
 TF2121  PID         -  TF2121
 TF2121  STATE/COUNTY-  ND/BOTTINEAU
 TF2121  USGS QUAD   -  LANSFORD SE (1949)
 TF2121
 TF2121                         *CURRENT SURVEY CONTROL
 TF2121  ___________________________________________________________________
 TF2121* NAD 83(1996)-  48 36 32.36451(N)    101 17 59.08948(W)     ADJUSTED  
 TF2121* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 TF2121  ___________________________________________________________________
 TF2121  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 TF2121  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 TF2121
 TF2121  HORZ ORDER  -  THIRD
 TF2121
 TF2121.The horizontal coordinates were established by classical geodetic methods
 TF2121.and adjusted by the National Geodetic Survey in January 1998..
 TF2121.No horizontal observational check was made to the station.
 TF2121
 TF2121.The orthometric height was scaled from a topographic map.
 TF2121
 TF2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2121
 TF2121.The geoid height was determined by GEOID03.
 TF2121
 TF2121;                    North         East     Units Scale Factor Converg.
 TF2121;SPC ND N     -   179,200.755   541,026.745   MT  0.99997772   -0 35 42.4
 TF2121;SPC ND N     -   587,928.99  1,775,022.13   iFT  0.99997772   -0 35 42.4
 TF2121;UTM  14      - 5,386,543.457   330,483.604   MT  0.99995305   -1 43 32.6
 TF2121
 TF2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2121!SPC ND N     -   0.99992800  x   0.99997772  =   0.99990572
 TF2121!UTM  14      -   0.99992800  x   0.99995305  =   0.99988105
 TF2121
 TF2121|---------------------------------------------------------------------|
 TF2121| PID    Reference Object                     Distance      Geod. Az  |
 TF2121|                                                           dddmmss.s |
 TF2121| TF2119 ELMS                                  8.294 METERS 09328     |
 TF2121| CQ8330 ELMS 2 AZ MK                                       1712350.0 |
 TF2121| CQ8327 ELMS AZ MK                                         1725329.6 |
 TF2121| CQ8332 ELMS 2 RM 4                          15.468 METERS 18019     |
 TF2121| CQ8331 ELMS 2 RM 3                          14.113 METERS 35954     |
 TF2121|---------------------------------------------------------------------|
 TF2121
 TF2121                          SUPERSEDED SURVEY CONTROL
 TF2121
 TF2121  NAD 83(1986)-  48 36 32.36205(N)    101 17 59.08769(W) AD(       ) 3
 TF2121  NAD 27      -  48 36 32.29007(N)    101 17 57.51209(W) AD(       ) 3
 TF2121
 TF2121.Superseded values are not recommended for survey control.
 TF2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2121.See file dsdata.txt to determine how the superseded data were derived.
 TF2121
 TF2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3048486543(NAD 83)
 TF2121_MARKER: DS = TRIANGULATION STATION DISK
 TF2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2121_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2121
 TF2121  HISTORY     - Date     Condition        Report By
 TF2121  HISTORY     - 1966     MONUMENTED       CGS
 TF2121  HISTORY     - 1973     GOOD             NDSU
 TF2121
 TF2121                          STATION DESCRIPTION
 TF2121
 TF2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2121'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 1-1/4
 TF2121'MILES SOUTH OF LANSFORD, ON THE WEST RIGHT-OF-WAY OF U.S.HIGHWAY
 TF2121'83, AND IN THE SOUTHEAST QUARTER OF SECTION 7, T 159 N, R 82 W.
 TF2121'
 TF2121'TO REACH THE STATION FROM THE POST OFFICE IN LANSFORD, GO
 TF2121'EAST FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT, GO SOUTHEAST
 TF2121'AND SOUTH FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO
 TF2121'EAST ON A SURFACED ROAD FOR 3.0 MILES TO THE JUNCTION WITH U.S.
 TF2121'HIGHWAY 83.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 83 FOR
 TF2121'0.65 MILE TO THE STATION ON THE RIGHT.
 TF2121'
 TF2121'STATION MARKS ARE STANDARD DISKS STAMPED ELMS 2 1966.  THE
 TF2121'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 TF2121'PROJECTS 3 INCHES.  IT IS 108 FEET WEST OF THE CENTERLINE OF
 TF2121'U.S. HIGHWAY 83 AND 1.5 FEET EAST OF A METAL WITNESS POST.
 TF2121'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 TF2121'40 INCHES BELOW THE SURFACE OF THE GROUND.
 TF2121'
 TF2121'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELMS 2 NO 3 1966,
 TF2121'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TF2121'1 INCH.  IT IS 109 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 TF2121'83.
 TF2121'
 TF2121'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ELMS 2 NO 4 1966,
 TF2121'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TF2121'2 INCHES.  IT IS 108 FEET WEST OF THE CENTERLINE OF U.S.
 TF2121'HIGHWAY 83.
 TF2121'
 TF2121'AZIMUTH MARK, A STANDARD DISK STAMPED ELMS 2 1966, IS SET IN
 TF2121'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 TF2121'IS 109 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND
 TF2121'1.5 FEET NORTH OF A METAL WITNESS POST.
 TF2121'
 TF2121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 TF2121'U.S. HIGHWAY 83 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 TF2121
 TF2121                          STATION RECOVERY (1973)
 TF2121
 TF2121'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1973 (GAW)
 TF2121'ELMS 2 1966 RECOVERED GOOD.
 TF2121'
 TF2121'DISTANCE AND DIRECTION FROM NEAREST TOWN--20-24 MILES NORTH OF
 TF2121'MINOT ON HIGHWAY US 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1744 ***********************************************************************
 SN1744  DESIGNATION -  EMANUEL
 SN1744  PID         -  SN1744
 SN1744  STATE/COUNTY-  ND/MERCER
 SN1744  USGS QUAD   -  EMMET SE (1967)
 SN1744
 SN1744                         *CURRENT SURVEY CONTROL
 SN1744  ___________________________________________________________________
 SN1744* NAD 83(1996)-  47 31 24.28578(N)    101 35 09.94549(W)     ADJUSTED  
 SN1744* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 SN1744  ___________________________________________________________________
 SN1744  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 SN1744  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SN1744
 SN1744  HORZ ORDER  -  SECOND
 SN1744
 SN1744.The horizontal coordinates were established by classical geodetic methods
 SN1744.and adjusted by the National Geodetic Survey in January 1998..
 SN1744
 SN1744.The orthometric height was scaled from a topographic map.
 SN1744
 SN1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1744
 SN1744.The geoid height was determined by GEOID03.
 SN1744
 SN1744;                    North         East     Units Scale Factor Converg.
 SN1744;SPC ND S     -   206,964.302   518,207.978   MT  1.00000819   -0 47 31.8
 SN1744;SPC ND S     -   679,016.74  1,700,157.41   iFT  1.00000819   -0 47 31.8
 SN1744;SPC ND N     -    58,770.185   518,210.103   MT  0.99998351   -0 48 29.5
 SN1744;SPC ND N     -   192,815.57  1,700,164.38   iFT  0.99998351   -0 48 29.5
 SN1744;UTM  14      - 5,266,573.179   305,324.591   MT  1.00006576   -1 54 28.7
 SN1744
 SN1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1744!SPC ND S     -   0.99990959  x   1.00000819  =   0.99991778
 SN1744!SPC ND N     -   0.99990959  x   0.99998351  =   0.99989311
 SN1744!UTM  14      -   0.99990959  x   1.00006576  =   0.99997535
 SN1744
 SN1744:                Primary Azimuth Mark                     Grid Az
 SN1744:SPC ND S     -  CHIPPEWA                                 296 10 02.8
 SN1744:SPC ND N     -  CHIPPEWA                                 296 11 00.5
 SN1744:UTM  14      -  CHIPPEWA                                 297 16 59.7
 SN1744
 SN1744|---------------------------------------------------------------------|
 SN1744| PID    Reference Object                     Distance      Geod. Az  |
 SN1744|                                                           dddmmss.s |
 SN1744| SN1746 CHIPPEWA                            APPROX. 7.5 KM 2952231.0 |
 SN1744|---------------------------------------------------------------------|
 SN1744
 SN1744                          SUPERSEDED SURVEY CONTROL
 SN1744
 SN1744  NAD 83(1986)-  47 31 24.28413(N)    101 35 09.93856(W) AD(       ) 2
 SN1744  NAD 27      -  47 31 24.29000(N)    101 35 08.34000(W) AD(       ) 2
 SN1744
 SN1744.Superseded values are not recommended for survey control.
 SN1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1744.See file dsdata.txt to determine how the superseded data were derived.
 SN1744
 SN1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0532566573(NAD 83)
 SN1744_MARKER: Z = SEE DESCRIPTION
 SN1744_SETTING: 0 = UNSPECIFIED SETTING
 SN1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1744
 SN1744  HISTORY     - Date     Condition        Report By
 SN1744  HISTORY     - 1889     MONUMENTED       MORC
 SN1744
 SN1744                          STATION DESCRIPTION
 SN1744
 SN1744'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1744'IS ON RIGHT BANK, ABOUT 1-1/2 MILES ABOVE EMANUEL CREEK, ON ROLLING
 SN1744'PRAIRIE, AND IS ABOUT ONE-HALF MILE NORTHWEST FROM A
 SN1744'NOTICEABLE BOULDER ROCK, AND 1 MILE FROM RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1290 ***********************************************************************
 SL1290  DESIGNATION -  EMERADO FARMERS COOP ELEVATOR
 SL1290  PID         -  SL1290
 SL1290  STATE/COUNTY-  ND/GRAND FORKS
 SL1290  USGS QUAD   -  EMERADO (1979)
 SL1290
 SL1290                         *CURRENT SURVEY CONTROL
 SL1290  ___________________________________________________________________
 SL1290* NAD 83(1996)-  47 55 07.89575(N)    097 22 18.21848(W)     ADJUSTED  
 SL1290* NAVD 88     -                                                        
 SL1290  ___________________________________________________________________
 SL1290  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 SL1290  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL1290
 SL1290  HORZ ORDER  -  THIRD
 SL1290
 SL1290.The horizontal coordinates were established by classical geodetic methods
 SL1290.and adjusted by the National Geodetic Survey in January 1998..
 SL1290
 SL1290
 SL1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1290
 SL1290.The geoid height was determined by GEOID03.
 SL1290
 SL1290;                    North         East     Units Scale Factor Converg.
 SL1290;SPC ND N     -   106,908.070   833,735.939   MT  0.99994001   +2 19 40.3
 SL1290;SPC ND N     -   350,748.26  2,735,354.13   iFT  0.99994001   +2 19 40.3
 SL1290;UTM  14      - 5,308,565.014   621,650.511   MT  0.99978185   +1 12 31.1
 SL1290
 SL1290                          SUPERSEDED SURVEY CONTROL
 SL1290
 SL1290  NAD 83(1986)-  47 55 07.89370(N)    097 22 18.21581(W) AD(       ) 4
 SL1290  NAD 27      -  47 55 07.93670(N)    097 22 16.90176(W) AD(       ) 3
 SL1290
 SL1290.Superseded values are not recommended for survey control.
 SL1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1290.See file dsdata.txt to determine how the superseded data were derived.
 SL1290
 SL1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2165108565(NAD 83)
 SL1290_MARKER: 65 = GRAIN ELEVATOR
 SL1290
 SL1290  HISTORY     - Date     Condition        Report By
 SL1290  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1290  HISTORY     - 1964     GOOD             CGS
 SL1290
 SL1290                          STATION DESCRIPTION
 SL1290
 SL1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1290'THE STATION IS IN THE NORTHWEST PART OF THE VILLAGE OF EMERADO,
 SL1290'0.1 MILE SOUTHWEST OF THE RAILROAD DEPOT, 100 FEET NORTH OF THE
 SL1290'CENTER OF A GRAVELED ROAD AND 55 FEET SOUTH OF THE RAILROAD
 SL1290'TRACK.
 SL1290'
 SL1290'THE ELEVATOR HAS AN OVER-ALL HEIGHT OF 100 FEET AND THE TOP AND
 SL1290'CENTER WAS THE POINT OBSERVED UPON.
 SL1290
 SL1290                          STATION RECOVERY (1964)
 SL1290
 SL1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 SL1290'THE STATION WAS RECOVERED AS DESCRIBED IN MINN.-N. DAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2039 ***********************************************************************
 TE2039  DESIGNATION -  EMMANUEL LUTH CHURCH BELFRY
 TE2039  PID         -  TE2039
 TE2039  STATE/COUNTY-  ND/BENSON
 TE2039  USGS QUAD   -  HARLOW SW (1958)
 TE2039
 TE2039                         *CURRENT SURVEY CONTROL
 TE2039  ___________________________________________________________________
 TE2039* NAD 83(1996)-  48 04 44.39637(N)    099 41 27.89612(W)     ADJUSTED  
 TE2039* NAVD 88     -                                                        
 TE2039  ___________________________________________________________________
 TE2039  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 TE2039  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 TE2039
 TE2039  HORZ ORDER  -  THIRD
 TE2039
 TE2039.The horizontal coordinates were established by classical geodetic methods
 TE2039.and adjusted by the National Geodetic Survey in January 1998..
 TE2039
 TE2039
 TE2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2039
 TE2039.The geoid height was determined by GEOID03.
 TE2039
 TE2039;                    North         East     Units Scale Factor Converg.
 TE2039;SPC ND N     -   120,280.609   660,268.579   MT  0.99993585   +0 36 07.0
 TE2039;SPC ND N     -   394,621.42  2,166,235.50   iFT  0.99993585   +0 36 07.0
 TE2039;UTM  14      - 5,325,311.676   448,527.257   MT  0.99963255   -0 30 51.2
 TE2039
 TE2039                          SUPERSEDED SURVEY CONTROL
 TE2039
 TE2039  NAD 83(1986)-  48 04 44.39790(N)    099 41 27.89636(W) AD(       ) 4
 TE2039  NAD 27      -  48 04 44.37300(N)    099 41 26.42600(W) AD(       ) 3
 TE2039
 TE2039.Superseded values are not recommended for survey control.
 TE2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2039.See file dsdata.txt to determine how the superseded data were derived.
 TE2039
 TE2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4852725312(NAD 83)
 TE2039_MARKER: 75 = BELFRY
 TE2039
 TE2039  HISTORY     - Date     Condition        Report By
 TE2039  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2039
 TE2039                          STATION DESCRIPTION
 TE2039
 TE2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2039'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE TOWN
 TE2039'OF ESMOND, 1 AND 1/4 MILES NORTH-NORTHEAST OF TRIANGULATION
 TE2039'STATION B.M. D 194 1935 AND 90 FEET SOUTH OF THE CENTERLINE
 TE2039'OF ROAD.
 TE2039'
 TE2039'THE BUILDING IS OF WOODEN CONSTRUCTION, 54 FEET LONG, 27 FEET
 TE2039'WIDE AND PAINTED WHITE.  THE BELFRY IS ON THE NORTH END OF THE
 TE2039'BUILDING WITH A STEEPLE ON TOP OF IT.  THERE IS A BALL ON TOP
 TE2039'OF THE STEEPLE.  IT IS ABOUT 70 FEET HIGH.
 TE2039'
 TE2039'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TE2039'
 TE2039'TO REACH THE STATION FROM ESMOND WHERE STATE HIGHWAY 19 TURNS
 TE2039'NORTH, GO NORTH ON STATE HIGHWAY 19 FOR 1.9 MILES.  THEN TURN
 TE2039'RIGHT AND FOLLOW STATE HIGHWAY 19 EAST FOR 3.0 MILES TO A ROAD
 TE2039'LEFT.  TURN LEFT AND GO NORTH 1.0 MILE TO CROSSROADS.  TURN
 TE2039'RIGHT AND GO EAST 0.1 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0847 ***********************************************************************
 RP0847  DESIGNATION -  EMMANUEL LUTHERAN CHURCH CROSS
 RP0847  PID         -  RP0847
 RP0847  STATE/COUNTY-  ND/SARGENT
 RP0847  USGS QUAD   -  CRETE (1952)
 RP0847
 RP0847                         *CURRENT SURVEY CONTROL
 RP0847  ___________________________________________________________________
 RP0847* NAD 83(1996)-  46 13 36.26346(N)    097 54 12.91160(W)     ADJUSTED  
 RP0847* NAVD 88     -                                                        
 RP0847  ___________________________________________________________________
 RP0847  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 RP0847  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 RP0847
 RP0847  HORZ ORDER  -  THIRD
 RP0847
 RP0847.The horizontal coordinates were established by classical geodetic methods
 RP0847.and adjusted by the National Geodetic Survey in January 1998..
 RP0847
 RP0847
 RP0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0847
 RP0847.The geoid height was determined by GEOID03.
 RP0847
 RP0847;                    North         East     Units Scale Factor Converg.
 RP0847;SPC ND S     -    65,565.908   800,265.507   MT  0.99999175   +1 53 37.6
 RP0847;SPC ND S     -   215,111.25  2,625,543.00   iFT  0.99999175   +1 53 37.6
 RP0847;UTM  14      - 5,119,824.530   584,550.168   MT  0.99968788   +0 47 30.3
 RP0847
 RP0847                          SUPERSEDED SURVEY CONTROL
 RP0847
 RP0847  NAD 83(1986)-  46 13 36.26611(N)    097 54 12.90712(W) AD(       ) 4
 RP0847  NAD 27      -  46 13 36.38700(N)    097 54 11.54400(W) AD(       ) 3
 RP0847
 RP0847.Superseded values are not recommended for survey control.
 RP0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0847.See file dsdata.txt to determine how the superseded data were derived.
 RP0847
 RP0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8455019825(NAD 83)
 RP0847_MARKER: 91 = CHURCH CROSS
 RP0847
 RP0847  HISTORY     - Date     Condition        Report By
 RP0847  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0847
 RP0847                          STATION DESCRIPTION
 RP0847
 RP0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0847'THE STATION IS THE CROSS ATOP THE WOODEN CHURCH THAT IS LOCATED
 RP0847'ABOUT 2.5 MILES NORTHEAST OF CRETE AND JUST NORTH OF STATE
 RP0847'HIGHWAY 13.  THE BUILDING IS WHITE WITH A BLACK SPIRE.  IT IS
 RP0847'APPROXIMATELY 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0754 ***********************************************************************
 RQ0754  DESIGNATION -  EMMONS
 RQ0754  PID         -  RQ0754
 RQ0754  STATE/COUNTY-  ND/EMMONS
 RQ0754  USGS QUAD   -  WEISSER DAM WEST (1980)
 RQ0754
 RQ0754                         *CURRENT SURVEY CONTROL
 RQ0754  ___________________________________________________________________
 RQ0754* NAD 83(1996)-  46 08 53.78625(N)    099 58 59.97416(W)     ADJUSTED  
 RQ0754* NAVD 88     -       609.2    (meters)    1999.     (feet)  VERTCON   
 RQ0754  ___________________________________________________________________
 RQ0754  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RQ0754  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 RQ0754
 RQ0754  HORZ ORDER  -  FIRST
 RQ0754
 RQ0754.The horizontal coordinates were established by classical geodetic methods
 RQ0754.and adjusted by the National Geodetic Survey in January 1998..
 RQ0754
 RQ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0754
 RQ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0754
 RQ0754.The geoid height was determined by GEOID03.
 RQ0754
 RQ0754;                    North         East     Units Scale Factor Converg.
 RQ0754;SPC ND S     -    53,665.354   639,916.213   MT  1.00000708   +0 22 36.7
 RQ0754;SPC ND S     -   176,067.43  2,099,462.64   iFT  1.00000708   +0 22 36.7
 RQ0754;UTM  14      - 5,110,991.896   424,062.564   MT  0.99967089   -0 42 32.9
 RQ0754
 RQ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0754!SPC ND S     -   0.99990800  x   1.00000708  =   0.99991508
 RQ0754!UTM  14      -   0.99990800  x   0.99967089  =   0.99957892
 RQ0754
 RQ0754:                Primary Azimuth Mark                     Grid Az
 RQ0754:SPC ND S     -  EMMONS AZ MK                             120 41 26.0
 RQ0754:UTM  14      -  EMMONS AZ MK                             121 46 35.6
 RQ0754
 RQ0754|---------------------------------------------------------------------|
 RQ0754| PID    Reference Object                     Distance      Geod. Az  |
 RQ0754|                                                           dddmmss.s |
 RQ0754| CO4899 EMMONS AZ MK                                       1210402.7 |
 RQ0754| CO4900 EMMONS RM 1                          41.499 METERS 15844     |
 RQ0754| RQ0752 HAGUE ST MARYS CATHEDRAL CROSS      APPROX.13.5 KM 1851949.5 |
 RQ0754| RR0789 STRASBURG MUN WATER TANK            APPROX.13.8 KM 2631242.4 |
 RQ0754| CO4901 EMMONS RM 2                          42.876 METERS 27036     |
 RQ0754| RR0782 WALD                                APPROX.15.5 KM 3415808.9 |
 RQ0754|---------------------------------------------------------------------|
 RQ0754
 RQ0754                          SUPERSEDED SURVEY CONTROL
 RQ0754
 RQ0754  NAD 83(1986)-  46 08 53.77732(N)    099 58 59.96817(W) AD(       ) 1
 RQ0754  NAD 27      -  46 08 53.83900(N)    099 58 58.55000(W) AD(       ) 1
 RQ0754  NGVD 29 (07/19/86)  608.8    (m)         1997.     (f) VERT ANG       
 RQ0754
 RQ0754.Superseded values are not recommended for survey control.
 RQ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0754.See file dsdata.txt to determine how the superseded data were derived.
 RQ0754
 RQ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS2406310992(NAD 83)
 RQ0754_MARKER: DS = TRIANGULATION STATION DISK
 RQ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0754
 RQ0754  HISTORY     - Date     Condition        Report By
 RQ0754  HISTORY     - 1934     MONUMENTED       CGS
 RQ0754  HISTORY     - 1959     GOOD             CGS
 RQ0754  HISTORY     - 1970     GOOD             USGS
 RQ0754  HISTORY     - 1970     GOOD             NGS
 RQ0754
 RQ0754                          STATION DESCRIPTION
 RQ0754
 RQ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0754'STATION IS ABOUT 8 MILES N AND 1 MILE E OF HAGUE, AND 9 MILES
 RQ0754'E OF STRASBURG, IN T 131 N, R 74 W, SE 1/4 OF SEC. 19, ON A
 RQ0754'SMALL KNOLL WHICH IS THE HIGHEST POINT IN THE VICINITY.  MARK
 RQ0754'PROJECTS 6 INCHES ABOVE THE GROUND.
 RQ0754'
 RQ0754'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0754'BRONZE DISKS SET IN CONCRETE.
 RQ0754'
 RQ0754'REFERENCE MARK NO. 1 IS 41.500 METERS (136.15 FEET) SSE OF
 RQ0754'STATION, 3 FEET W OF N AND S FENCE LINE.  MARK PROJECTS ABOUT
 RQ0754'6 INCHES ABOVE THE GROUND.
 RQ0754'
 RQ0754'REFERENCE MARK NO. 2 IS 42.878 METERS (140.68 FEET) W OF
 RQ0754'STATION, 5 FEET S OF E AND W FENCE LINE.  MARK PROJECTS ABOUT
 RQ0754'8 INCHES ABOVE THE GROUND.
 RQ0754'
 RQ0754'AZIMUTH MARK (DISTANCE 0.5 MILE) IS REACHED FROM STATION BY
 RQ0754'GOING S 0.2 MILE TO CROSSROADS, THEN LEFT (E) 0.4 MILE TO MARK
 RQ0754'ON LEFT (N) SIDE OF ROAD, 30 FEET N OF CENTER LINE OF E AND
 RQ0754'W ROAD.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 RQ0754'
 RQ0754'TO REACH STATION FROM THE POST OFFICE IN HAGUE, GO E ON STATE
 RQ0754'HIGHWAY 11, 0.65 MILE AND TURN LEFT (N) ON TO GRAVEL ROAD AND
 RQ0754'GO 8.0 MILES TO CROSSROADS, FROM CROSSROADS CONTINUE N 0.2 MILE
 RQ0754'TO TOP OF RIDGE.  STATION IS 65 FEET W OF THE N AND S ROAD
 RQ0754'LEADING TO THE STATION, 52 FEET W OF FENCE CORNER, ON E-W
 RQ0754'FENCE LINE.
 RQ0754'
 RQ0754'HEIGHT OF LIGHT ABOVE STATION MARK - 25.7 METERS.
 RQ0754
 RQ0754                          STATION RECOVERY (1959)
 RQ0754
 RQ0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0754'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 RQ0754'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND
 RQ0754'WAS PRESUMED TO BE DESTROYED.  THE ONLY CUT THAT WAS TAKEN FROM
 RQ0754'THIS STATION WAS NOT VISABLE FROM THE GROUND.
 RQ0754'
 RQ0754'TO REACH THE STATION FROM STRASBURG, FROM THE POST OFFICE,
 RQ0754'GO EAST FOR 0.5 MILE TO A T-INTERSECTION, TURN LEFT AND GO
 RQ0754'NORTH FOR 0.8 MILE TO CROSSROADS, TURN RIGHT AND GO EAST FOR
 RQ0754'8.0 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.25 MILE
 RQ0754'TO THE STATION ON THE LEFT.
 RQ0754'
 RQ0754'THE STATION AND REFERENCE MARK NO. 2 ARE ON A NARROW STRIP
 RQ0754'OF GROUND BETWEEN TWO CULTIVATED FIELDS.  R.M. NO. 1 IS ON THE
 RQ0754'WEST RIGHT OF WAY OF THE NORTH-SOUTH ROAD.
 RQ0754
 RQ0754                          STATION RECOVERY (1970)
 RQ0754
 RQ0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 RQ0754'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 RQ0754'1959 DESCRIPTION IS SATISFACTORY.
 RQ0754
 RQ0754                          STATION RECOVERY (1970)
 RQ0754
 RQ0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JFS)
 RQ0754'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND AS
 RQ0754'DESCRIBED.  THE 1959 DESCRIPTION IS SATISFACTORY.
 RQ0754'
 RQ0754'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1318 ***********************************************************************
 SL1318  DESIGNATION -  EMPIRE
 SL1318  PID         -  SL1318
 SL1318  STATE/COUNTY-  ND/CASS
 SL1318  USGS QUAD   -  AYR SE (1967)
 SL1318
 SL1318                         *CURRENT SURVEY CONTROL
 SL1318  ___________________________________________________________________
 SL1318* NAD 83(1996)-  47 02 06.71489(N)    097 21 21.60462(W)     ADJUSTED  
 SL1318* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 SL1318  ___________________________________________________________________
 SL1318  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 SL1318  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 SL1318
 SL1318  HORZ ORDER  -  SECOND
 SL1318
 SL1318.The horizontal coordinates were established by classical geodetic methods
 SL1318.and adjusted by the National Geodetic Survey in January 1998..
 SL1318
 SL1318.The orthometric height was scaled from a topographic map.
 SL1318
 SL1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1318
 SL1318.The geoid height was determined by GEOID03.
 SL1318
 SL1318;                    North         East     Units Scale Factor Converg.
 SL1318;SPC ND S     -   156,903.857   838,885.220   MT  0.99994196   +2 17 35.4
 SL1318;SPC ND S     -   514,776.43  2,752,248.10   iFT  0.99994196   +2 17 35.4
 SL1318;UTM  14      - 5,210,387.071   624,902.649   MT  0.99979174   +1 12 11.5
 SL1318
 SL1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1318!SPC ND S     -   0.99995402  x   0.99994196  =   0.99989598
 SL1318!UTM  14      -   0.99995402  x   0.99979174  =   0.99974577
 SL1318
 SL1318|---------------------------------------------------------------------|
 SL1318| PID    Reference Object                     Distance      Geod. Az  |
 SL1318|                                                           dddmmss.s |
 SL1318| CO4903 EMPIRE RM 1                          47.683 METERS 00759     |
 SL1318| SL1310 ARTHUR FARMERS ELEV MID VENT        APPROX.12.8 KM 0541659.4 |
 SL1318| SL1312 ARTHUR MICROWAVE MAST               APPROX. 9.9 KM 0794447.7 |
 SL1318| SL1311 AMENIA SEED AND GRAIN CO MAST       APPROX.11.0 KM 1082843.1 |
 SL1318| CO4904 EMPIRE RM 2                          42.300 METERS 27046     |
 SL1318| CO4902 EMPIRE AZ MK                                       3551052.4 |
 SL1318|---------------------------------------------------------------------|
 SL1318
 SL1318                          SUPERSEDED SURVEY CONTROL
 SL1318
 SL1318  NAD 83(1986)-  47 02 06.71461(N)    097 21 21.59423(W) AD(       ) 2
 SL1318  NAD 27      -  47 02 06.79600(N)    097 21 20.28100(W) AD(       ) 2
 SL1318
 SL1318.Superseded values are not recommended for survey control.
 SL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1318.See file dsdata.txt to determine how the superseded data were derived.
 SL1318
 SL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2490310387(NAD 83)
 SL1318_MARKER: DS = TRIANGULATION STATION DISK
 SL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1318
 SL1318  HISTORY     - Date     Condition        Report By
 SL1318  HISTORY     - 1954     MONUMENTED       CGS
 SL1318
 SL1318                          STATION DESCRIPTION
 SL1318
 SL1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1318'THE STATION IS NEAR THE CENTER OF THE NORTH SIDE OF SEC. 14, T.
 SL1318'141 N., R. 53 W. AND ON THE SCHOOLGROUNDS OF THE EMPIRE RURAL
 SL1318'SCHOOL.  IT IS 9 MILES NORTH AND 1/2 MILE WEST OF WHEATLAND AND
 SL1318'6-1/2 MILES WEST AND 2 MILES NORTH OF AMENIA.
 SL1318'
 SL1318'TO REACH FROM THE T-INTERSECTION EAST OF THE BUSINESS DISTRICT
 SL1318'IN WHEATLAND GO NORTH 0.85 MILE TO CROSSROAD, TURN LEFT AND GO
 SL1318'WEST 1.0 MILE TO CROSSROAD, TURN RIGHT AND GO NORTH 4.0 MILES TO
 SL1318'CROSSROAD ABOUT 1-1/2 MILES EAST OF ABSARAKA.  CONTINUE NORTH ON
 SL1318'THE GRAVEL ROAD FOR 4 MILES TO A CROSSROAD, TURN RIGHT AND GO
 SL1318'EAST FOR 0.55 MILE TO THE EMPIRE RURAL SCHOOL AND THE STATION
 SL1318'ON THE RIGHT.
 SL1318'
 SL1318'THE STATION MARK IS IN THE SOUTHEAST CORNER OF THE SCHOOLYARD,
 SL1318'211 FEET SOUTH OF THE CENTER OF THE ROAD, 158 FEET SOUTH OF A
 SL1318'WITNESS POST, 89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SL1318'SCHOOLHOUSE AND PROJECTS 1 INCH.  THE DISK IS STAMPED EMPIRE 1954.
 SL1318'
 SL1318'REFERENCE MARK NO. 1, NORTH OF THE STATION, IS 83.5 FEET NORTHEAST
 SL1318'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 55 FEET SOUTH OF
 SL1318'THE CENTER OF THE ROAD, 2 FEET WEST OF A POWER POLE AND PROJECTS
 SL1318'6 INCHES.  THE DISK IS STAMPED EMPIRE NO 1 1954.
 SL1318'
 SL1318'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 99 FEET SOUTHWEST
 SL1318'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 1 FOOT EAST OF THE
 SL1318'SOUTHEAST CORNER OF THE BARN AND PROJECTS 3 INCHES.  THE DISK IS
 SL1318'STAMPED EMPIRE NO 2 1954.
 SL1318'
 SL1318'THE AZIMUTH MARK, APPROXIMATELY 1 MILE NORTH OF THE STATION, IS
 SL1318'69 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 16 FEET SOUTH
 SL1318'OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST, 1.5 FEET EAST
 SL1318'OF A POWER POLE, 1 FOOT EAST OF A FENCE AND PROJECTS 4 INCHES.
 SL1318'THE DISK IS STAMPED EMPIRE 1954.
 SL1318'
 SL1318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVEL
 SL1318'ROAD FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 SL1318'1.0 MILE TO A CROSSROAD AND SIGNS READING AYR 6.5 MILES ERIE
 SL1318'5.5 MILES.  TURN RIGHT AND GO EAST FOR 0.45 MILE TO A FENCE
 SL1318'CORNER AND GATE ON THE RIGHT AND THE AZIMUTH MARK NEAR THE POWER
 SL1318'POLE ON THE RIGHT.
 SL1318'
 SL1318'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1205 ***********************************************************************
 SM1205  DESIGNATION -  EMRICK GRAIN CO ELEVATOR
 SM1205  PID         -  SM1205
 SM1205  STATE/COUNTY-  ND/WELLS
 SM1205  USGS QUAD   -  EMRICK (1986)
 SM1205
 SM1205                         *CURRENT SURVEY CONTROL
 SM1205  ___________________________________________________________________
 SM1205* NAD 83(1996)-  47 35 41.48239(N)    099 30 42.11875(W)     ADJUSTED  
 SM1205* NAVD 88     -                                                        
 SM1205  ___________________________________________________________________
 SM1205  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 SM1205  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SM1205
 SM1205  HORZ ORDER  -  THIRD
 SM1205
 SM1205.The horizontal coordinates were established by classical geodetic methods
 SM1205.and adjusted by the National Geodetic Survey in January 1998..
 SM1205
 SM1205
 SM1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1205
 SM1205.The geoid height was determined by GEOID03.
 SM1205
 SM1205;                    North         East     Units Scale Factor Converg.
 SM1205;SPC ND N     -    66,613.360   674,323.742   MT  0.99997216   +0 44 07.5
 SM1205;SPC ND N     -   218,547.77  2,212,348.23   iFT  0.99997216   +0 44 07.5
 SM1205;UTM  14      - 5,271,398.614   461,531.656   MT  0.99961818   -0 22 40.2
 SM1205
 SM1205                          SUPERSEDED SURVEY CONTROL
 SM1205
 SM1205  NAD 83(1986)-  47 35 41.48735(N)    099 30 42.11561(W) AD(       ) 4
 SM1205  NAD 27      -  47 35 41.49200(N)    099 30 40.70400(W) AD(       ) 3
 SM1205
 SM1205.Superseded values are not recommended for survey control.
 SM1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1205.See file dsdata.txt to determine how the superseded data were derived.
 SM1205
 SM1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT6153271399(NAD 83)
 SM1205_MARKER: 65 = GRAIN ELEVATOR
 SM1205
 SM1205  HISTORY     - Date     Condition        Report By
 SM1205  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1205
 SM1205                          STATION DESCRIPTION
 SM1205
 SM1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1205'THIS INTERSECTION STATION IS LOCATED IN THE VILLAGE OF EMRICK,
 SM1205'ABOUT 16 FEET N OF THE GREAT NORTHERN RAILROAD.
 SM1205'
 SM1205'IT IS OF WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 80 FEET
 SM1205'HIGH.  THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0869 ***********************************************************************
 RP0869  DESIGNATION -  ENDERLIN
 RP0869  PID         -  RP0869
 RP0869  STATE/COUNTY-  ND/RANSOM
 RP0869  USGS QUAD   -  LUCCA (1965)
 RP0869
 RP0869                         *CURRENT SURVEY CONTROL
 RP0869  ___________________________________________________________________
 RP0869* NAD 83(1996)-  46 37 47.10041(N)    097 41 26.72862(W)     ADJUSTED  
 RP0869* NAVD 88     -       369.9    (meters)    1214.     (feet)  VERTCON   
 RP0869  ___________________________________________________________________
 RP0869  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 RP0869  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 RP0869
 RP0869  HORZ ORDER  -  FIRST
 RP0869
 RP0869.The horizontal coordinates were established by classical geodetic methods
 RP0869.and adjusted by the National Geodetic Survey in January 1998..
 RP0869
 RP0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0869
 RP0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0869
 RP0869.The geoid height was determined by GEOID03.
 RP0869
 RP0869;                    North         East     Units Scale Factor Converg.
 RP0869;SPC ND S     -   110,898.912   815,072.900   MT  0.99994222   +2 02 56.4
 RP0869;SPC ND S     -   363,841.57  2,674,123.69   iFT  0.99994222   +2 02 56.4
 RP0869;UTM  14      - 5,164,853.366   600,220.900   MT  0.99972346   +0 57 06.5
 RP0869
 RP0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0869!SPC ND S     -   0.99994604  x   0.99994222  =   0.99988826
 RP0869!UTM  14      -   0.99994604  x   0.99972346  =   0.99966951
 RP0869
 RP0869|---------------------------------------------------------------------|
 RP0869| PID    Reference Object                     Distance      Geod. Az  |
 RP0869|                                                           dddmmss.s |
 RP0869| CO4906 ENDERLIN RM 1                        21.219 METERS 09004     |
 RP0869| RP0863 ENDERLIN MUNICIPAL TANK             APPROX. 7.1 KM 0990606.2 |
 RP0869| RP0864 WEST ST OLAF LUTHERAN CHURCH        APPROX. 7.4 KM 1383307.0 |
 RP0869| CO4905 ENDERLIN AZ MK                                     2693048.8 |
 RP0869| CO4907 ENDERLIN RM 2                        49.950 METERS 33254     |
 RP0869| RP0870 LUCCA ATLANTIC ELEV M LT ROD        APPROX. 8.5 KM 3455350.8 |
 RP0869|---------------------------------------------------------------------|
 RP0869
 RP0869                          SUPERSEDED SURVEY CONTROL
 RP0869
 RP0869  NAD 83(1986)-  46 37 47.10293(N)    097 41 26.71956(W) AD(       ) 1
 RP0869  NAD 27      -  46 37 47.20500(N)    097 41 25.34300(W) AD(       ) 1
 RP0869  NGVD 29 (07/19/86)  369.6    (m)         1213.     (f) VERT ANG       
 RP0869
 RP0869.Superseded values are not recommended for survey control.
 RP0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0869.See file dsdata.txt to determine how the superseded data were derived.
 RP0869
 RP0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0022164853(NAD 83)
 RP0869_MARKER: DS = TRIANGULATION STATION DISK
 RP0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0869
 RP0869  HISTORY     - Date     Condition        Report By
 RP0869  HISTORY     - 1954     MONUMENTED       CGS
 RP0869
 RP0869                          STATION DESCRIPTION
 RP0869
 RP0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0869'THE STATION IS LOCATED NEAR THE NORTH SIDE CENTER OF SEC. 2,
 RP0869'T. 136 N., R. 56 W., ON THE SOUTH SIDE OF THE RANSOM-BARNES
 RP0869'COUNTY-LINE ROAD (STATE HIGHWAY 46,) ABOUT 4-1/2 MILES WEST OF
 RP0869'THE TOWN OF ENDERLIN AND 0.05 MILES WEST OF A SIDE ROAD SOUTH
 RP0869'TO A RANCH HOUSE OWNED BY MR. EDWIN FOSS.
 RP0869'
 RP0869'TO REACH FROM THE OVERPASS ON STATE HIGHWAY 46 AT THE NORTHWEST
 RP0869'EDGE OF ENDERLIN--GO WEST ON HIGHWAY 46 FOR 3.5 MILES TO JUNCTION
 RP0869'OF HIGHWAY 32, CONTINUE WEST ON HIGHWAY 46 FOR 0.6 MILES TO
 RP0869'STATION ON LEFT AT A TRACK ROAD SOUTH.
 RP0869'
 RP0869'THE STATION MARK, 77 FEET SOUTH OF THE CENTER OF HIGHWAY 46,
 RP0869'58 FEET NORTHWEST OF A POWER POLE, 28 FEET NORTHEAST OF A TRACK
 RP0869'ROAD AND 6 FEET SOUTH OF A WITNESS POST, IS LEVEL WITH THE
 RP0869'GROUND SURFACE AND THE DISK IS STAMPED ENDERLIN 1954.
 RP0869'
 RP0869'REFERENCE MARK NO. 1, EAST OF AND APPROXIMATELY 1 FOOT LOWER
 RP0869'THAN THE STATION, IS 77 FEET SOUTH OF THE CENTER OF STATE
 RP0869'HIGHWAY 46, AND PROJECTS FOUR INCHES.  THE DISK IS STAMPED ENDERLIN
 RP0869'NO 1 1954.
 RP0869'
 RP0869'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 70 FEET NORTH OF
 RP0869'THE CENTER OF HIGHWAY 46, AND PROJECTS 2 INCHES.  THE DISK IS
 RP0869'STAMPED ENDERLIN NO 2 1954.
 RP0869'
 RP0869'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILES WEST, IS 102 FEET
 RP0869'SOUTH OF THE CENTER OF HIGHWAY 46, 57 FEET EAST OF THE CENTER
 RP0869'OF A COUNTY ROAD, 2-1/2 FEET EAST OF A POWER POLE, 2 FEET
 RP0869'EAST OF A WHITE WITNESS POST AND PROJECTS 4 INCHES.  THE DISK
 RP0869'IS STAMPED ENDERLIN 1954.
 RP0869'
 RP0869'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0871 ***********************************************************************
 RP0871  DESIGNATION -  ENDERLIN ATT MICROWAVE TOWER
 RP0871  PID         -  RP0871
 RP0871  STATE/COUNTY-  ND/BARNES
 RP0871  USGS QUAD   -  LUCCA (1965)
 RP0871
 RP0871                         *CURRENT SURVEY CONTROL
 RP0871  ___________________________________________________________________
 RP0871* NAD 83(1996)-  46 37 50.55600(N)    097 41 46.39142(W)     ADJUSTED  
 RP0871* NAVD 88     -                                                        
 RP0871  ___________________________________________________________________
 RP0871  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 RP0871  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 RP0871
 RP0871  HORZ ORDER  -  THIRD
 RP0871
 RP0871.The horizontal coordinates were established by classical geodetic methods
 RP0871.and adjusted by the National Geodetic Survey in January 1998..
 RP0871
 RP0871
 RP0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0871
 RP0871.The geoid height was determined by GEOID03.
 RP0871
 RP0871;                    North         East     Units Scale Factor Converg.
 RP0871;SPC ND S     -   110,990.602   814,651.113   MT  0.99994216   +2 02 42.1
 RP0871;SPC ND S     -   364,142.40  2,672,739.87   iFT  0.99994216   +2 02 42.1
 RP0871;UTM  14      - 5,164,953.094   599,801.038   MT  0.99972243   +0 56 52.3
 RP0871
 RP0871                          SUPERSEDED SURVEY CONTROL
 RP0871
 RP0871  NAD 83(1986)-  46 37 50.55963(N)    097 41 46.38267(W) AD(       ) 4
 RP0871  NAD 27      -  46 37 50.62779(N)    097 41 44.99778(W) AD(       ) 3
 RP0871
 RP0871.Superseded values are not recommended for survey control.
 RP0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0871.See file dsdata.txt to determine how the superseded data were derived.
 RP0871
 RP0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS9980164953(NAD 83)
 RP0871_MARKER: 45 = MICROWAVE TOWER
 RP0871
 RP0871  HISTORY     - Date     Condition        Report By
 RP0871  HISTORY     - 1967     FIRST OBSERVED   CGS
 RP0871
 RP0871                          STATION DESCRIPTION
 RP0871
 RP0871'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0850 ***********************************************************************
 RP0850  DESIGNATION -  ENGLE
 RP0850  PID         -  RP0850
 RP0850  STATE/COUNTY-  ND/RANSOM
 RP0850  USGS QUAD   -  ELLIOTT SE (1957)
 RP0850
 RP0850                         *CURRENT SURVEY CONTROL
 RP0850  ___________________________________________________________________
 RP0850* NAD 83(1996)-  46 20 26.74997(N)    097 51 30.94085(W)     ADJUSTED  
 RP0850* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 RP0850  ___________________________________________________________________
 RP0850  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 RP0850  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 RP0850
 RP0850  HORZ ORDER  -  SECOND
 RP0850
 RP0850.The horizontal coordinates were established by classical geodetic methods
 RP0850.and adjusted by the National Geodetic Survey in January 1998..
 RP0850
 RP0850.The orthometric height was scaled from a topographic map.
 RP0850
 RP0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0850
 RP0850.The geoid height was determined by GEOID03.
 RP0850
 RP0850;                    North         East     Units Scale Factor Converg.
 RP0850;SPC ND S     -    78,348.763   803,308.406   MT  0.99997277   +1 55 35.7
 RP0850;SPC ND S     -   257,049.75  2,635,526.27   iFT  0.99997277   +1 55 35.7
 RP0850;UTM  14      - 5,132,542.836   587,837.263   MT  0.99969484   +0 49 32.9
 RP0850
 RP0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0850!SPC ND S     -   0.99993697  x   0.99997277  =   0.99990974
 RP0850!UTM  14      -   0.99993697  x   0.99969484  =   0.99963183
 RP0850
 RP0850|---------------------------------------------------------------------|
 RP0850| PID    Reference Object                     Distance      Geod. Az  |
 RP0850|                                                           dddmmss.s |
 RP0850| CO4909 ENGLE RM 1                           25.883 METERS 08605     |
 RP0850| CO4908 ENGLE AZ MK                                        0894328.9 |
 RP0850| CO4910 ENGLE RM 2                           23.278 METERS 27417     |
 RP0850|---------------------------------------------------------------------|
 RP0850
 RP0850                          SUPERSEDED SURVEY CONTROL
 RP0850
 RP0850  NAD 83(1986)-  46 20 26.75283(N)    097 51 30.93499(W) AD(       ) 2
 RP0850  NAD 27      -  46 20 26.88500(N)    097 51 29.57600(W) AD(       ) 2
 RP0850
 RP0850.Superseded values are not recommended for survey control.
 RP0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0850.See file dsdata.txt to determine how the superseded data were derived.
 RP0850
 RP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8783732543(NAD 83)
 RP0850_MARKER: DS = TRIANGULATION STATION DISK
 RP0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0850
 RP0850  HISTORY     - Date     Condition        Report By
 RP0850  HISTORY     - 1954     MONUMENTED       CGS
 RP0850
 RP0850                          STATION DESCRIPTION
 RP0850
 RP0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0850'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 2 MILES
 RP0850'WEST OF ELLIOTT, 3.5 MILES SOUTH AND 2.5 MILES EAST OF ENGLEVALE,
 RP0850'0.1 MILE WEST OF THE CENTER OF THE SOUTH SIDE OF SEC. 9,
 RP0850'T. 133 N., R. 57 W, AND ON THE ROAD RIGHT-OF-WAY.
 RP0850'
 RP0850'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1
 RP0850'AND 13 AT THE NORTHWEST EDGE OF VERONA, GO SOUTH FOR 0.75
 RP0850'MILE TO A CROSS ROAD, TURN LEFT AND GO EAST ON THE GRAVEL
 RP0850'ROAD FOR 5.1 MILES TO A CROSS ROAD, TURN RIGHT AND GO SOUTH
 RP0850'FOR 2.0 MILES TO A CROSS ROAD, TURN LEFT AND GO EAST FOR 6.0
 RP0850'MILES TO A CROSS ROAD, TURN LEFT AND GO NORTH FOR 1.0 MILE
 RP0850'TO A TRACK CROSS ROAD, TURN LEFT AND GO WEST FOR 0.3 MILE TO
 RP0850'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.2 MILE
 RP0850'TO AN IRON POST ON THE RIGHT AT THE HALF-SECTION CORNER,
 RP0850'CONTINUE WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RP0850'
 RP0850'THE STATION MARK, STAMPED ENGLE 1954, IS A STANDARD DISK
 RP0850'SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 RP0850'28 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 8 FEET SOUTH
 RP0850'OF THE FENCE AND 2.5 FEET NORTH OF A WITNESS POST.
 RP0850'
 RP0850'REFERENCE MARK NO. 1, STAMPED ENGLE NO 1 1954, IS A STANDARD
 RP0850'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 RP0850'IT IS 30 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 2 FEET
 RP0850'SOUTH OF THE FENCE.
 RP0850'
 RP0850'REFERENCE MARK NO. 2, STAMPED ENGLE NO 2 1954, IS A STANDARD
 RP0850'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 RP0850'IT IS 37 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 2 FEET
 RP0850'SOUTH OF THE FENCE AND 2 FEET LOWER THAN THE STATION MARK.
 RP0850'
 RP0850'THE AZIMUTH MARK, STAMPED ENGLE 1954, IS A STANDARD DISK SET
 RP0850'IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 54
 RP0850'FEET NORTHEAST OF A LARGE ROCK PILE, 11 FEET NORTH OF THE
 RP0850'CENTER OF THE TRACK ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER
 RP0850'AND 2 FEET WEST OF A WITNESS POST.
 RP0850'
 RP0850'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0854 ***********************************************************************
 RP0854  DESIGNATION -  ENGLEVALE LUTHERAN CHURCH
 RP0854  PID         -  RP0854
 RP0854  STATE/COUNTY-  ND/RANSOM
 RP0854  USGS QUAD   -  ENGLEVALE (1962)
 RP0854
 RP0854                         *CURRENT SURVEY CONTROL
 RP0854  ___________________________________________________________________
 RP0854* NAD 83(1996)-  46 23 35.01276(N)    097 54 47.77073(W)     ADJUSTED  
 RP0854* NAVD 88     -                                                        
 RP0854  ___________________________________________________________________
 RP0854  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 RP0854  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 RP0854
 RP0854  HORZ ORDER  -  THIRD
 RP0854
 RP0854.The horizontal coordinates were established by classical geodetic methods
 RP0854.and adjusted by the National Geodetic Survey in January 1998..
 RP0854
 RP0854
 RP0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0854
 RP0854.The geoid height was determined by GEOID03.
 RP0854
 RP0854;                    North         East     Units Scale Factor Converg.
 RP0854;SPC ND S     -    84,018.447   798,910.243   MT  0.99996538   +1 53 12.2
 RP0854;SPC ND S     -   275,651.07  2,621,096.60   iFT  0.99996538   +1 53 12.2
 RP0854;UTM  14      - 5,138,294.325   583,549.977   MT  0.99968581   +0 47 13.0
 RP0854
 RP0854                          SUPERSEDED SURVEY CONTROL
 RP0854
 RP0854  NAD 83(1986)-  46 23 35.01603(N)    097 54 47.76378(W) AD(       ) 4
 RP0854  NAD 27      -  46 23 35.13700(N)    097 54 46.39800(W) AD(       ) 3
 RP0854
 RP0854.Superseded values are not recommended for survey control.
 RP0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0854.See file dsdata.txt to determine how the superseded data were derived.
 RP0854
 RP0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8355038294(NAD 83)
 RP0854_MARKER: 90 = CHURCH SPIRE
 RP0854
 RP0854  HISTORY     - Date     Condition        Report By
 RP0854  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0854
 RP0854                          STATION DESCRIPTION
 RP0854
 RP0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0854'THE STATION IS THE FINIAL ATOP THE SPIRE OF THE WOODEN CHURCH
 RP0854'LOCATED IN THE NORTHERN PART OF THE TOWN OF ENGLEVALE.  THE
 RP0854'BUILDING IS WHITE, THE SPIRE BLACK AND IT IS APPROXIMATELY
 RP0854'40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1090 ***********************************************************************
 RP1090  DESIGNATION -  ENLOE
 RP1090  PID         -  RP1090
 RP1090  STATE/COUNTY-  ND/RICHLAND
 RP1090  USGS QUAD   -  CHRISTINE (1979)
 RP1090
 RP1090                         *CURRENT SURVEY CONTROL
 RP1090  ___________________________________________________________________
 RP1090* NAD 83(1996)-  46 30 01.87098(N)    096 46 31.74665(W)     ADJUSTED  
 RP1090* NAVD 88     -       284.715  (meters)     934.10   (feet)  ADJUSTED  
 RP1090  ___________________________________________________________________
 RP1090  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 RP1090  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1090  DYNAMIC HT  -         284.734 (meters)     934.16  (feet)  COMP
 RP1090  MODELED GRAV-     980,671.4   (mgal)                       NAVD 88
 RP1090
 RP1090  HORZ ORDER  -  SECOND
 RP1090  VERT ORDER  -  FIRST     CLASS II
 RP1090
 RP1090.The horizontal coordinates were established by classical geodetic methods
 RP1090.and adjusted by the National Geodetic Survey in January 1998..
 RP1090
 RP1090.The orthometric height was determined by differential leveling
 RP1090.and adjusted by the National Geodetic Survey in June 1991..
 RP1090
 RP1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1090
 RP1090.The geoid height was determined by GEOID03.
 RP1090
 RP1090.The dynamic height is computed by dividing the NAVD 88
 RP1090.geopotential number by the normal gravity value computed on the
 RP1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1090.degrees latitude (g = 980.6199 gals.).
 RP1090
 RP1090.The modeled gravity was interpolated from observed gravity values.
 RP1090
 RP1090;                    North         East     Units Scale Factor Converg.
 RP1090;SPC ND S     -    99,464.181   885,780.085   MT  0.99995277   +2 42 59.7
 RP1090;SPC ND S     -   326,326.05  2,906,102.64   iFT  0.99995277   +2 42 59.7
 RP1090;SPC MN C     -   269,867.930   606,186.210   MT  0.99992619   -1 49 36.9
 RP1090;UTM  14      - 5,152,065.235   670,687.406   MT  0.99995813   +1 36 50.4
 RP1090
 RP1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1090!SPC ND S     -   0.99995952  x   0.99995277  =   0.99991229
 RP1090!SPC MN C     -   0.99995952  x   0.99992619  =   0.99988571
 RP1090!UTM  14      -   0.99995952  x   0.99995813  =   0.99991765
 RP1090
 RP1090|---------------------------------------------------------------------|
 RP1090| PID    Reference Object                     Distance      Geod. Az  |
 RP1090|                                                           dddmmss.s |
 RP1090| RP1160 ENLOE RM 1                           21.872 METERS 08922     |
 RP1090| RP1162 ENLOE AZ MK                                        0985135.3 |
 RP1090| RP1161 ENLOE RM 2                           36.405 METERS 21131     |
 RP1090|---------------------------------------------------------------------|
 RP1090
 RP1090                          SUPERSEDED SURVEY CONTROL
 RP1090
 RP1090  NAD 83(1986)-  46 30 01.86968(N)    096 46 31.73676(W) AD(       ) 2
 RP1090  NAD 27      -  46 30 02.00800(N)    096 46 30.45000(W) AD(       ) 2
 RP1090  NGVD 29 (07/19/86)  284.39   (m)          933.0    (f) LEVELING    3  
 RP1090
 RP1090.Superseded values are not recommended for survey control.
 RP1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1090.See file dsdata.txt to determine how the superseded data were derived.
 RP1090
 RP1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7068752065(NAD 83)
 RP1090_MARKER: DS = TRIANGULATION STATION DISK
 RP1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1090_SP_SET: CONCRETE POST
 RP1090_STAMPING: ENLOE 1954
 RP1090_MARK LOGO: CGS   
 RP1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1090+STABILITY: SURFACE MOTION
 RP1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1090+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1090
 RP1090  HISTORY     - Date     Condition        Report By
 RP1090  HISTORY     - 1954     MONUMENTED       CGS
 RP1090  HISTORY     - 1954     GOOD             CGS
 RP1090  HISTORY     - 1962     GOOD             CGS
 RP1090  HISTORY     - 19900723 GOOD             NGS
 RP1090
 RP1090                          STATION DESCRIPTION
 RP1090
 RP1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1090'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 18, T. 135 N.
 RP1090'R. 48 W., ON LAND OWNED AND OCCUPIED BY MR. CHRIS BEVRE.
 RP1090'IT IS 5 MILES EAST AND 2 MILES NORTH OF COLFAX, 3.5 MILES
 RP1090'NORTH AND 2.5 MILES WEST OF ABERCROMBIE AND 3/4 MILE WEST
 RP1090'OF U.S. HIGHWAY 81.
 RP1090'
 RP1090'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAY 4 AND U.S. HIGHWAY
 RP1090'81, WHICH IS ABOUT 6 MILES EAST OF COLFAX, GO NORTH ON U.S.
 RP1090'HIGHWAY 81 FOR 2.0 MILES TO A CROSSROAD AND AN ELEVATOR ON
 RP1090'THE RIGHT, TURN LEFT, WEST, ON THE GRAVEL ROAD FOR 0.45 MILE
 RP1090'TO A DIM TRACK ROAD LEFT AND THE AZIMUTH MARK IN THE SOUTHWEST
 RP1090'ANGLE OF THE INTERSECTION.  CONTINUE WEST ON THE GRAVEL ROAD
 RP1090'FOR 0.3 MILE TO A MAIL BOX AND PRIVATE DRIVEWAY ON THE RIGHT.
 RP1090'TURN RIGHT AND GO NORTH ON THE PRIVATE DRIVEWAY 0.5 MILE TO
 RP1090'A ROW OF TREES ALONG THE SOUTH SIDE OF MR. BEVRES FARMYARD.
 RP1090'
 RP1090'THE STATION MARK, 244 FEET NORTH OF THE CENTER OF THE GRAVEL
 RP1090'ROAD, 73 FEET WEST OF THE SOUTHWEST CORNER OF A RED BUILDING
 RP1090'USED FOR A GARAGE AND GRANARY, 64 FEET EAST OF THE CENTER
 RP1090'OF THE DRIVEWAY, AND 18 FEET SOUTH OF THE SOUTHWEST CORNER
 RP1090'OF A SMALL, RED GRANARY, IS LEVEL WITH THE GROUND SURFACE.
 RP1090'THE DISK IS STAMPED ENLOE 1954.
 RP1090'
 RP1090'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 39.5 FEET
 RP1090'EAST-SOUTHEAST OF A POWER POLE, 2 FEET NORTHWEST OF THE
 RP1090'SOUTHWEST CORNER OF THE RED BUILDING USED FOR A GARAGE AND
 RP1090'GRANARY AND LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED
 RP1090'ENLOE NO 1 1954.
 RP1090'
 RP1090'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 141 FEET
 RP1090'NORTH OF THE CENTER OF THE GRAVEL ROAD, 19 FEET EAST OF THE
 RP1090'CENTER OF THE DRIVEWAY AND LEVEL WITH THE GROUND SURFACE.
 RP1090'THE DISK IS STAMPED ENLOE NO 2 1954.
 RP1090'
 RP1090'THE AZIMUTH MARK, 0.3 MILE EAST OF THE STATION, IS 35 FEET
 RP1090'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 33 FEET WEST OF THE
 RP1090'CENTER OF THE DIM TRACK ROAD, 26 FEET WEST-SOUTHWEST OF THE
 RP1090'WEST END OF A CULVERT, 1 FOOT SOUTHWEST OF A WITNESS POST,
 RP1090'1 FOOT WEST OF A POWER POLE, AND PROJECTS 6 INCHES.  THE
 RP1090'DISK IS STAMPED ENLOE 1954.
 RP1090'
 RP1090'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RP1090
 RP1090                          STATION RECOVERY (1954)
 RP1090
 RP1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RP1090'RECOVERED IN GOOD CONDITION.
 RP1090
 RP1090                          STATION RECOVERY (1962)
 RP1090
 RP1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1090'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 RP1090'GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 RP1090'IS ADEQUATE.
 RP1090
 RP1090                          STATION RECOVERY (1990)
 RP1090
 RP1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP1090'6.1 KM (3.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP1090'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, THENCE 1.3 KM (0.8
 RP1090'MI) WESTERLY ALONG COUNTY ROAD 28, 74.2 M (243.4 FT) NORTH OF THE
 RP1090'ROAD CENTERLINE, 49.2 M (161.4 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 RP1090'HOUSE, 36.3 M (119.1 FT) NORTH-NORTHEAST OF REFERENCE MARK 2, 21.8 M
 RP1090'(71.5 FT) WEST OF REFERENCE MARK 1, 20.2 M (66.3 FT) EAST OF THE
 RP1090'CENTER OF A DRIVEWAY, 5.4 M (17.7 FT) SOUTH OF A WITNESS POST, 0.3 M
 RP1090'(1.0 FT) BELOW THE LEVEL OF THE DRIVEWAY, AND THE MONUMENT IS FLUSH
 RP1090'WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY MR.
 RP1090'CLYDE BEVRE, 17430 COUNTY ROAD 28, COLFAX, ND 58018, TELEPHONE NUMBER
 RP1090'(701) 553-8766.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1162 ***********************************************************************
 RP1162  DESIGNATION -  ENLOE AZ MK
 RP1162  PID         -  RP1162
 RP1162  STATE/COUNTY-  ND/RICHLAND
 RP1162  USGS QUAD   -  GALCHUTT (1979)
 RP1162
 RP1162                         *CURRENT SURVEY CONTROL
 RP1162  ___________________________________________________________________
 RP1162* NAD 83(1986)-  46 29 59.     (N)    096 46 07.     (W)     SCALED    
 RP1162* NAVD 88     -       285.033  (meters)     935.15   (feet)  ADJUSTED  
 RP1162  ___________________________________________________________________
 RP1162  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1162  DYNAMIC HT  -         285.051 (meters)     935.20  (feet)  COMP
 RP1162  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 RP1162
 RP1162  VERT ORDER  -  FIRST     CLASS II
 RP1162
 RP1162.The horizontal coordinates were scaled from a topographic map and have
 RP1162.an estimated accuracy of +/- 6 seconds.
 RP1162
 RP1162.The orthometric height was determined by differential leveling
 RP1162.and adjusted by the National Geodetic Survey in June 1991..
 RP1162
 RP1162.The geoid height was determined by GEOID03.
 RP1162
 RP1162.The dynamic height is computed by dividing the NAVD 88
 RP1162.geopotential number by the normal gravity value computed on the
 RP1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1162.degrees latitude (g = 980.6199 gals.).
 RP1162
 RP1162.The modeled gravity was interpolated from observed gravity values.
 RP1162
 RP1162;                    North         East    Units  Estimated Accuracy
 RP1162;SPC ND S     -    99,400.      886,310.      MT  (+/- 180 meters Scaled)
 RP1162
 RP1162                          SUPERSEDED SURVEY CONTROL
 RP1162
 RP1162.No superseded survey control is available for this station.
 RP1162
 RP1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS712519(NAD 83)
 RP1162_MARKER: DZ = AZIMUTH MARK DISK
 RP1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1162_SP_SET: CONCRETE POST
 RP1162_STAMPING: ENLOE 1954
 RP1162_MARK LOGO: CGS   
 RP1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1162+STABILITY: SURFACE MOTION
 RP1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1162+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1162
 RP1162  HISTORY     - Date     Condition        Report By
 RP1162  HISTORY     - 1954     MONUMENTED       CGS
 RP1162  HISTORY     - 19900723 GOOD             NGS
 RP1162
 RP1162                          STATION DESCRIPTION
 RP1162
 RP1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1162'6.1 KM (3.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP1162'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, THENCE 0.8 KM (0.5
 RP1162'MI) WESTERLY ALONG COUNTY ROAD 28, 10.7 M (35.1 FT) SOUTH OF THE ROAD
 RP1162'CENTER, 0.7 M (2.3 FT) WEST OF UTILITY POLE NUMBER 83617, 0.3 M (1.0
 RP1162'FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 RP1162'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1160 ***********************************************************************
 RP1160  DESIGNATION -  ENLOE RM 1
 RP1160  PID         -  RP1160
 RP1160  STATE/COUNTY-  ND/RICHLAND
 RP1160  USGS QUAD   -  CHRISTINE (1979)
 RP1160
 RP1160                         *CURRENT SURVEY CONTROL
 RP1160  ___________________________________________________________________
 RP1160* NAD 83(1986)-  46 30 02.     (N)    096 46 30.     (W)     SCALED    
 RP1160* NAVD 88     -       284.811  (meters)     934.42   (feet)  ADJUSTED  
 RP1160  ___________________________________________________________________
 RP1160  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1160  DYNAMIC HT  -         284.830 (meters)     934.48  (feet)  COMP
 RP1160  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 RP1160
 RP1160  VERT ORDER  -  FIRST     CLASS II
 RP1160
 RP1160.The horizontal coordinates were scaled from a topographic map and have
 RP1160.an estimated accuracy of +/- 6 seconds.
 RP1160
 RP1160.The orthometric height was determined by differential leveling
 RP1160.and adjusted by the National Geodetic Survey in June 1991..
 RP1160
 RP1160.The geoid height was determined by GEOID03.
 RP1160
 RP1160.The dynamic height is computed by dividing the NAVD 88
 RP1160.geopotential number by the normal gravity value computed on the
 RP1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1160.degrees latitude (g = 980.6199 gals.).
 RP1160
 RP1160.The modeled gravity was interpolated from observed gravity values.
 RP1160
 RP1160;                    North         East    Units  Estimated Accuracy
 RP1160;SPC ND S     -    99,470.      885,820.      MT  (+/- 180 meters Scaled)
 RP1160
 RP1160                          SUPERSEDED SURVEY CONTROL
 RP1160
 RP1160.No superseded survey control is available for this station.
 RP1160
 RP1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS707520(NAD 83)
 RP1160_MARKER: DR = REFERENCE MARK DISK
 RP1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1160_SP_SET: CONCRETE POST
 RP1160_STAMPING: ENLOE NO 1 1954
 RP1160_MARK LOGO: CGS   
 RP1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1160+STABILITY: SURFACE MOTION
 RP1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1160+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1160
 RP1160  HISTORY     - Date     Condition        Report By
 RP1160  HISTORY     - 1954     MONUMENTED       CGS
 RP1160  HISTORY     - 19900723 GOOD             NGS
 RP1160
 RP1160                          STATION DESCRIPTION
 RP1160
 RP1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1160'6.1 KM (3.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP1160'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, THENCE 1.3 KM (0.8
 RP1160'MI) WESTERLY ALONG COUNTY ROAD 28, 74.7 M (245.1 FT) NORTH OF THE
 RP1160'ROAD CENTERLINE, 51.3 M (168.3 FT) NORTHEAST OF REFERENCE MARK 2,
 RP1160'42.0 M (137.8 FT) EAST OF THE CENTER OF A DRIVEWAY, 21.8 M (71.5 FT)
 RP1160'EAST OF TRIANGULATION STATION ENLOE, 0.3 M (1.0 FT) NORTH OF THE
 RP1160'SOUTHWEST CORNER OF A WOODEN BUILDING, 0.3 M (1.0 FT) BELOW THE LEVEL
 RP1160'OF THE DRIVEWAY, 0.3 WEST OF A WITNESS POST, AND THE MONUMENT IS
 RP1160'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED
 RP1160'BY MR. CLYDE BEVRE, 17430 COUNTY ROAD 28, COLFAX, ND 58018,
 RP1160'TELEPHONE NUMBER (701)553-8766.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1161 ***********************************************************************
 RP1161  DESIGNATION -  ENLOE RM 2
 RP1161  PID         -  RP1161
 RP1161  STATE/COUNTY-  ND/RICHLAND
 RP1161  USGS QUAD   -  CHRISTINE (1979)
 RP1161
 RP1161                         *CURRENT SURVEY CONTROL
 RP1161  ___________________________________________________________________
 RP1161* NAD 83(1986)-  46 30 01.     (N)    096 46 32.     (W)     SCALED    
 RP1161* NAVD 88     -       284.622  (meters)     933.80   (feet)  ADJUSTED  
 RP1161  ___________________________________________________________________
 RP1161  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1161  DYNAMIC HT  -         284.640 (meters)     933.86  (feet)  COMP
 RP1161  MODELED GRAV-     980,671.4   (mgal)                       NAVD 88
 RP1161
 RP1161  VERT ORDER  -  FIRST     CLASS II
 RP1161
 RP1161.The horizontal coordinates were scaled from a topographic map and have
 RP1161.an estimated accuracy of +/- 6 seconds.
 RP1161
 RP1161.The orthometric height was determined by differential leveling
 RP1161.and adjusted by the National Geodetic Survey in June 1991..
 RP1161
 RP1161.The geoid height was determined by GEOID03.
 RP1161
 RP1161.The dynamic height is computed by dividing the NAVD 88
 RP1161.geopotential number by the normal gravity value computed on the
 RP1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1161.degrees latitude (g = 980.6199 gals.).
 RP1161
 RP1161.The modeled gravity was interpolated from observed gravity values.
 RP1161
 RP1161;                    North         East    Units  Estimated Accuracy
 RP1161;SPC ND S     -    99,440.      885,780.      MT  (+/- 180 meters Scaled)
 RP1161
 RP1161                          SUPERSEDED SURVEY CONTROL
 RP1161
 RP1161.No superseded survey control is available for this station.
 RP1161
 RP1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS706520(NAD 83)
 RP1161_MARKER: DR = REFERENCE MARK DISK
 RP1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1161_SP_SET: CONCRETE POST
 RP1161_STAMPING: ENLOE NO 2 1954
 RP1161_MARK LOGO: CGS   
 RP1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1161+STABILITY: SURFACE MOTION
 RP1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1161+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1161
 RP1161  HISTORY     - Date     Condition        Report By
 RP1161  HISTORY     - 1954     MONUMENTED       CGS
 RP1161  HISTORY     - 19900723 GOOD             NGS
 RP1161
 RP1161                          STATION DESCRIPTION
 RP1161
 RP1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1161'6.1 KM (3.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP1161'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, THENCE 1.3 KM (0.8
 RP1161'MI) WESTERLY ALONG COUNTY ROAD 28, 51.3 M (168.3 FT) SOUTHWEST OF
 RP1161'REFERENCE MARK 1, 43.5 M (142.7 FT) NORTH OF THE ROAD CENTER, 36.3 M
 RP1161'(119.1 FT) SOUTH-SOUTHWEST OF TRIANGULATION STATION ENLOE, 5.7 M
 RP1161'(18.7 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.3 M (1.0 FT) BELOW THE
 RP1161'LEVEL OF THE DRIVEWAY, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE
 RP1161'GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY MR. CLYDE
 RP1161'BEVRE, 17430 COUNTY ROAD 28, COLFAX, ND 58018, TELEPHONE NUMBER (701)
 RP1161'553-8766.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2181 ***********************************************************************
 TF2181  DESIGNATION -  ENSIGN
 TF2181  PID         -  TF2181
 TF2181  STATE/COUNTY-  ND/RENVILLE
 TF2181  USGS QUAD   -  BURLINGTON NE (1979)
 TF2181
 TF2181                         *CURRENT SURVEY CONTROL
 TF2181  ___________________________________________________________________
 TF2181* NAD 83(1996)-  48 29 15.06066(N)    101 17 58.79780(W)     ADJUSTED  
 TF2181* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 TF2181  ___________________________________________________________________
 TF2181  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 TF2181  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TF2181
 TF2181  HORZ ORDER  -  THIRD
 TF2181
 TF2181.The horizontal coordinates were established by classical geodetic methods
 TF2181.and adjusted by the National Geodetic Survey in January 1998..
 TF2181
 TF2181.The orthometric height was scaled from a topographic map.
 TF2181
 TF2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2181
 TF2181.The geoid height was determined by GEOID03.
 TF2181
 TF2181;                    North         East     Units Scale Factor Converg.
 TF2181;SPC ND N     -   165,693.895   540,892.436   MT  0.99996054   -0 35 42.2
 TF2181;SPC ND N     -   543,615.14  1,774,581.48   iFT  0.99996054   -0 35 42.2
 TF2181;UTM  14      - 5,373,042.066   330,083.199   MT  0.99995473   -1 43 20.7
 TF2181
 TF2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2181!SPC ND N     -   0.99992609  x   0.99996054  =   0.99988663
 TF2181!UTM  14      -   0.99992609  x   0.99995473  =   0.99988082
 TF2181
 TF2181:                Primary Azimuth Mark                     Grid Az
 TF2181:SPC ND N     -  GLENBURN MUNICIPAL TANK                  062 53 47.8
 TF2181:UTM  14      -  GLENBURN MUNICIPAL TANK                  064 01 26.3
 TF2181
 TF2181|---------------------------------------------------------------------|
 TF2181| PID    Reference Object                     Distance      Geod. Az  |
 TF2181|                                                           dddmmss.s |
 TF2181| TF2111 GLENBURN MUNICIPAL TANK             APPROX. 6.3 KM 0621805.6 |
 TF2181| CQ8337 ENSIGN RM 2                          13.113 METERS 18011     |
 TF2181| TF2178 ENSIGN 2                             13.209 METERS 26613     |
 TF2181| CQ8338 ENSIGN 2 AZ MK                                     3591039.2 |
 TF2181| CQ8336 ENSIGN RM 1                          12.715 METERS 35922     |
 TF2181| CQ8335 ENSIGN AZ MK                                       3595656.2 |
 TF2181|---------------------------------------------------------------------|
 TF2181
 TF2181                          SUPERSEDED SURVEY CONTROL
 TF2181
 TF2181  NAD 83(1986)-  48 29 15.05916(N)    101 17 58.79616(W) AD(       ) 3
 TF2181  NAD 27      -  48 29 14.99230(N)    101 17 57.21940(W) AD(       ) 3
 TF2181
 TF2181.Superseded values are not recommended for survey control.
 TF2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2181.See file dsdata.txt to determine how the superseded data were derived.
 TF2181
 TF2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3008373042(NAD 83)
 TF2181_MARKER: DS = TRIANGULATION STATION DISK
 TF2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2181
 TF2181  HISTORY     - Date     Condition        Report By
 TF2181  HISTORY     - 1963     MONUMENTED       CGS
 TF2181  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TF2181
 TF2181                          STATION DESCRIPTION
 TF2181
 TF2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2181'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF MINOT.
 TF2181'ABOUT 4 MILES SOUTHWEST OF GLENBURN AND 64 FEET WEST OF THE
 TF2181'CENTER LINE OF U.S. HIGHWAY 83.
 TF2181'
 TF2181'TO REACH THE STATION FROM THE POST OFFICE IN MINOT, GO NORTH
 TF2181'ON U.S. HIGHWAY 83 FOR 13.1 MILES TO THE NORTH ENTRANCE TO
 TF2181'MINOT AIR FORCE BASE.  CONTINUE NORTH ON U.S. HIGHWAY 83 FOR
 TF2181'4.9 MILES TO A CROSS ROAD AND THE STATION ON THE LEFT, WEST
 TF2181'SIDE OF U.S. HIGHWAY 83 AS DESCRIBED.
 TF2181'
 TF2181'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 TF2181'HIGHWAY 83 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 TF2181'WEST SIDE OF THE HIGHWAY AS DESCRIBED.
 TF2181'
 TF2181'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 TF2181'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES
 TF2181'AND IS STAMPED ENSIGN 1963.  IT IS 84 FEET SOUTH OF AN EAST-WEST
 TF2181'GRAVELED ROAD, 64 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 TF2181'83, 7-1/2 FEET SOUTH OF A TELEPHONE POLE, 5.7 FEET OF A METAL
 TF2181'WITNESS POST AND 5 FEET EAST OF THE EDGE OF A CULTIVATED
 TF2181'FIELD.
 TF2181'
 TF2181'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 TF2181'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 TF2181'THE GROUND AND IS STAMPED ENSIGN NO 1 1963.  IT IS 63 FEET
 TF2181'WEST OF THE CENTER LINE OF U.S. HIGHWAY 83 AND 43 FEET SOUTH
 TF2181'OF AN EAST-WEST GRAVELED ROAD.
 TF2181'
 TF2181'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 TF2181'A 12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH
 TF2181'THE GROUND AND IS STAMPED ENSIGN NO 2 1963.  IT IS 65 FEET
 TF2181'WEST OF THE CENTER OF THE U.S. HIGHWAY 83 AND 5 FEET EAST
 TF2181'OF THE EDGE OF A CULTIVATED FIELD.
 TF2181'
 TF2181'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 TF2181'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND
 TF2181'AND IS STAMPED ENSIGN 1963.  IT IS 65 FEET WEST OF THE CENTER
 TF2181'LINE OF U.S. HIGHWAY 83, 2.5 FEET SOUTHEAST OF A METAL WITNESS
 TF2181'POST AND 2 FEET EAST OF A TELEPHONE POLE.
 TF2181
 TF2181                          STATION RECOVERY (1966)
 TF2181
 TF2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2181'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 TF2181'AND THE AZIMUTH MARK WERE IN THE WAY OF HIGHWAY CONSTRUCTION
 TF2181'ON U.S. HIGHWAY 83 AND ALL MARKS HAD TO BE DESTROYED.  THE
 TF2181'UNDERGROUND MARK WAS LEFT INPLACE.
 TF2181'
 TF2181'ENSIGN 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2178 ***********************************************************************
 TF2178  DESIGNATION -  ENSIGN 2
 TF2178  PID         -  TF2178
 TF2178  STATE/COUNTY-  ND/RENVILLE
 TF2178  USGS QUAD   -  BURLINGTON NE (1979)
 TF2178
 TF2178                         *CURRENT SURVEY CONTROL
 TF2178  ___________________________________________________________________
 TF2178* NAD 83(1996)-  48 29 15.03240(N)    101 17 59.43969(W)     ADJUSTED  
 TF2178* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 TF2178  ___________________________________________________________________
 TF2178  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 TF2178  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TF2178
 TF2178  HORZ ORDER  -  THIRD
 TF2178
 TF2178.The horizontal coordinates were established by classical geodetic methods
 TF2178.and adjusted by the National Geodetic Survey in January 1998..
 TF2178.No horizontal observational check was made to the station.
 TF2178
 TF2178.The orthometric height was scaled from a topographic map.
 TF2178
 TF2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2178
 TF2178.The geoid height was determined by GEOID03.
 TF2178
 TF2178;                    North         East     Units Scale Factor Converg.
 TF2178;SPC ND N     -   165,693.159   540,879.249   MT  0.99996054   -0 35 42.7
 TF2178;SPC ND N     -   543,612.73  1,774,538.22   iFT  0.99996054   -0 35 42.7
 TF2178;UTM  14      - 5,373,041.589   330,069.999   MT  0.99995479   -1 43 21.2
 TF2178
 TF2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2178!SPC ND N     -   0.99992609  x   0.99996054  =   0.99988663
 TF2178!UTM  14      -   0.99992609  x   0.99995479  =   0.99988088
 TF2178
 TF2178:                Primary Azimuth Mark                     Grid Az
 TF2178:SPC ND N     -  ENSIGN 2 AZ MK                           000 45 38.5
 TF2178:UTM  14      -  ENSIGN 2 AZ MK                           001 53 17.0
 TF2178
 TF2178|---------------------------------------------------------------------|
 TF2178| PID    Reference Object                     Distance      Geod. Az  |
 TF2178|                                                           dddmmss.s |
 TF2178| CQ8338 ENSIGN 2 AZ MK                                     0000955.8 |
 TF2178| CQ8335 ENSIGN AZ MK                                       0005506.2 |
 TF2178| TF2181 ENSIGN                               13.209 METERS 08613     |
 TF2178| CQ8339 ENSIGN 2 RM 3                        29.110 METERS 18002     |
 TF2178| CQ8340 ENSIGN 2 RM 4                        14.665 METERS 35633     |
 TF2178|---------------------------------------------------------------------|
 TF2178
 TF2178                          SUPERSEDED SURVEY CONTROL
 TF2178
 TF2178  NAD 83(1986)-  48 29 15.03090(N)    101 17 59.43805(W) AD(       ) 3
 TF2178  NAD 27      -  48 29 14.96406(N)    101 17 57.86123(W) AD(       ) 3
 TF2178
 TF2178.Superseded values are not recommended for survey control.
 TF2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2178.See file dsdata.txt to determine how the superseded data were derived.
 TF2178
 TF2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3007073042(NAD 83)
 TF2178_MARKER: DS = TRIANGULATION STATION DISK
 TF2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2178
 TF2178  HISTORY     - Date     Condition        Report By
 TF2178  HISTORY     - 1966     MONUMENTED       CGS
 TF2178
 TF2178                          STATION DESCRIPTION
 TF2178
 TF2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2178'THE STATION IS LOCATED ABOUT 17-1/2 MILES NORTH OF MINOT,
 TF2178'4 MILES SOUTHWEST OF GLENBURN, AND ON THE WEST RIGHT-OF-WAY
 TF2178'OF U.S. HIGHWAY 83.
 TF2178'
 TF2178'TO REACH THE STATION FROM THE POST OFFICE IN MINOT, GO NORTH
 TF2178'ON U.S. HIGHWAY 83 FOR 13.1 MILES TO THE NORTH ENTRANCE TO
 TF2178'THE MINOT AIR FORCE BASE.  CONTINUE NORTH ON U.S. HIGHWAY
 TF2178'83 FOR 4.9 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 TF2178'
 TF2178'STATION MARKS ARE STANDARD DISKS STAMPED ENSIGN 2 1966.  THE
 TF2178'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 TF2178'PROJECTS 1 INCH.  IT IS 108 FEET WEST OF THE CENTERLINE OF
 TF2178'U.S. HIGHWAY 83, 82.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 TF2178'ROAD, 10.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 2
 TF2178'FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 TF2178'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 TF2178'THE SURFACE OF THE GROUND.
 TF2178'
 TF2178'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ENSIGN 2 NO. 3
 TF2178'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 TF2178'6 INCHES.  IT IS 108 FEET WEST OF THE CENTERLINE OF U.S.
 TF2178'HIGHWAY 83 AND 106 FEET SOUTH OF THE TELEPHONE POLE.
 TF2178'
 TF2178'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ENSIGN 2 NO. 4
 TF2178'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 TF2178'5 INCHES.  IT IS 110 FEET WEST OF THE CENTERLINE OF U.S.
 TF2178'HIGHWAY 83, 38 FEET NORTH-NORTHEAST OF THE TELEPHONE POLE,
 TF2178'35.5 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 TF2178'
 TF2178'AZIMUTH MARK, A STANDARD DISK STAMPED ENSIGN 2 1966, IS SET
 TF2178'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 TF2178'IT IS 150 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 98
 TF2178'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 83, AND 1 FOOT
 TF2178'SOUTH OF A METAL WITNESS POST.
 TF2178'
 TF2178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 TF2178'HIGHWAY 83 FOR 0.45 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2134 ***********************************************************************
 TE2134  DESIGNATION -  ENTER
 TE2134  PID         -  TE2134
 TE2134  STATE/COUNTY-  ND/ROLETTE
 TE2134  USGS QUAD   -  
 TE2134
 TE2134                         *CURRENT SURVEY CONTROL
 TE2134  ___________________________________________________________________
 TE2134* NAD 83(1996)-  49 01 43.77121(N)    099 35 32.20408(W)     ADJUSTED  
 TE2134* NAVD 88     -       548.     (meters)    1798.     (feet)  SCALED    
 TE2134  ___________________________________________________________________
 TE2134  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 TE2134  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE2134
 TE2134  HORZ ORDER  -  THIRD
 TE2134
 TE2134.The horizontal coordinates were established by classical geodetic methods
 TE2134.and adjusted by the National Geodetic Survey in January 1998..
 TE2134
 TE2134.The orthometric height was scaled from a topographic map.
 TE2134
 TE2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2134
 TE2134.The geoid height was determined by GEOID03.
 TE2134
 TE2134;                    North         East     Units Scale Factor Converg.
 TE2134;SPC ND N     -   225,975.031   666,384.488   MT  1.00007205   +0 40 31.7
 TE2134;SPC ND N     -   741,387.90  2,186,300.81   iFT  1.00007205   +0 40 31.7
 TE2134;UTM  14      - 5,430,829.129   456,704.337   MT  0.99962303   -0 26 49.9
 TE2134
 TE2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2134!SPC ND N     -   0.99991754  x   1.00007205  =   0.99998958
 TE2134!UTM  14      -   0.99991754  x   0.99962303  =   0.99954060
 TE2134
 TE2134:                Primary Azimuth Mark                     Grid Az
 TE2134:SPC ND N     -  HOME                                     083 52 31.4
 TE2134:UTM  14      -  HOME                                     084 59 53.0
 TE2134
 TE2134|---------------------------------------------------------------------|
 TE2134| PID    Reference Object                     Distance      Geod. Az  |
 TE2134|                                                           dddmmss.s |
 TE2134| TE2142 HOME                                APPROX. 8.0 KM 0843303.1 |
 TE2134|---------------------------------------------------------------------|
 TE2134
 TE2134                          SUPERSEDED SURVEY CONTROL
 TE2134
 TE2134  NAD 83(1986)-  49 01 43.76486(N)    099 35 32.18893(W) AD(       ) 3
 TE2134
 TE2134.Superseded values are not recommended for survey control.
 TE2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2134.See file dsdata.txt to determine how the superseded data were derived.
 TE2134
 TE2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5670430829(NAD 83)
 TE2134_MARKER: DD = SURVEY DISK
 TE2134_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE2134
 TE2134  HISTORY     - Date     Condition        Report By
 TE2134  HISTORY     - 1911     MONUMENTED       IBC
 TE2134
 TE2134                          STATION DESCRIPTION
 TE2134
 TE2134'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2134'ABOUT 2 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 726, ON TOP OF
 TE2134'A PROMINENT KNOLL ON THE EAST - WEST SECTION - LINE ROAD, ABOUT 90
 TE2134'METERS EAST OF THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 1, RANGE
 TE2134'16 W, PRINCIPAL MERIDIAN.  THE STATION IS ABOUT 180 METERS SOUTHEAST
 TE2134'OF A YELLOW FARMHOUSE.
 TE2134'
 TE2134'STATION MARK--ORIGINALLY MARKED BY A WOODEN HUB DRIVEN FLUSH WITH THE
 TE2134'GROUND.  THE STATION WAS RE - MARKED IN 1919.  THE SURFACE MARK IS A
 TE2134'BRONZE DISK SET IN A CONCRETE POST 8 INCHES IN DIAMETER AND 24 INCHES
 TE2134'LONG, SET WITH ITS TOP FLUSH WITH THE GROUND.  THE SUBSURFACE MARK IS
 TE2134'AN IRON BOLT SET IN A CONCRETE BLOCK 6 INCHES IN DIAMETER AND 12
 TE2134'INCHES LONG SET WITH ITS TOP 24 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1158 ***********************************************************************
 TG1158  DESIGNATION -  EPPING
 TG1158  PID         -  TG1158
 TG1158  STATE/COUNTY-  ND/WILLIAMS
 TG1158  USGS QUAD   -  EPPING (1978)
 TG1158
 TG1158                         *CURRENT SURVEY CONTROL
 TG1158  ___________________________________________________________________
 TG1158* NAD 83(1996)-  48 17 08.08236(N)    103 21 01.04197(W)     ADJUSTED  
 TG1158* NAVD 88     -       700.696  (meters)    2298.87   (feet)  ADJUSTED  
 TG1158  ___________________________________________________________________
 TG1158  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 TG1158  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1158  DYNAMIC HT  -         700.793 (meters)    2299.18  (feet)  COMP
 TG1158  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 TG1158
 TG1158  HORZ ORDER  -  SECOND
 TG1158  VERT ORDER  -  FIRST     CLASS II
 TG1158
 TG1158.The horizontal coordinates were established by classical geodetic methods
 TG1158.and adjusted by the National Geodetic Survey in January 1998..
 TG1158
 TG1158.The orthometric height was determined by differential leveling
 TG1158.and adjusted by the National Geodetic Survey in June 1991..
 TG1158
 TG1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1158
 TG1158.The geoid height was determined by GEOID03.
 TG1158
 TG1158.The dynamic height is computed by dividing the NAVD 88
 TG1158.geopotential number by the normal gravity value computed on the
 TG1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1158.degrees latitude (g = 980.6199 gals.).
 TG1158
 TG1158.The modeled gravity was interpolated from observed gravity values.
 TG1158
 TG1158;                    North         East     Units Scale Factor Converg.
 TG1158;SPC ND N     -   146,847.480   388,533.284   MT  0.99994198   -2 07 15.6
 TG1158;SPC ND N     -   481,783.07  1,274,715.50   iFT  0.99994198   -2 07 15.6
 TG1158;UTM  13      - 5,349,357.188   622,378.369   MT  0.99978401   +1 13 53.8
 TG1158
 TG1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1158!SPC ND N     -   0.99989303  x   0.99994198  =   0.99983502
 TG1158!UTM  13      -   0.99989303  x   0.99978401  =   0.99967707
 TG1158
 TG1158|---------------------------------------------------------------------|
 TG1158| PID    Reference Object                     Distance      Geod. Az  |
 TG1158|                                                           dddmmss.s |
 TG1158| TG1159 EPPING RM 1                          11.110 METERS 04557     |
 TG1158| TG1161 EPPING AZ MK                                       0554704.6 |
 TG1158| TG1160 EPPING RM 2                           9.468 METERS 24955     |
 TG1158|---------------------------------------------------------------------|
 TG1158
 TG1158                          SUPERSEDED SURVEY CONTROL
 TG1158
 TG1158  NAD 83(1986)-  48 17 08.08121(N)    103 21 01.03949(W) AD(       ) 2
 TG1158  NAD 27      -  48 17 08.00800(N)    103 20 59.36800(W) AD(       ) 2
 TG1158  NGVD 29 (??/??/92)  700.199  (m)         2297.24   (f) ADJ UNCH    1 2
 TG1158
 TG1158.Superseded values are not recommended for survey control.
 TG1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1158.See file dsdata.txt to determine how the superseded data were derived.
 TG1158
 TG1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP2237849357(NAD 83)
 TG1158_MARKER: DS = TRIANGULATION STATION DISK
 TG1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1158_STAMPING: EPPING 1945
 TG1158_MARK LOGO: CGS   
 TG1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1158+STABILITY: SURFACE MOTION
 TG1158
 TG1158  HISTORY     - Date     Condition        Report By
 TG1158  HISTORY     - 1945     MONUMENTED       CGS
 TG1158  HISTORY     - 1946     GOOD             NGS
 TG1158  HISTORY     - 1981     GOOD             NGS
 TG1158  HISTORY     - 1981     GOOD             NGS
 TG1158
 TG1158                          STATION DESCRIPTION
 TG1158
 TG1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1158'STATION IS LOCATED ABOUT 0.4 MILE NNE OF THE RAILROAD STATION IN
 TG1158'THE VILLAGE OF EPPING.  THE MARK IS SITUATED ON A LOW GRASSY
 TG1158'KNOLL, ABOUT 100 YARDS N OF U.S. HIGHWAY 2.  IT IS 10 FEET
 TG1158'SW OF A STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES
 TG1158'AND THE DISK IS STAMPED EPPING 1945.
 TG1158'
 TG1158'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1158'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1158'
 TG1158'REFERENCE MARK 1 IS 36.45 FEET NE OF THE STATION.  THE MARK
 TG1158'PROJECTS ABOUT 8 INCHES AND IS STAMPED EPPING NO 1 1945.  R.M.S
 TG1158'ARE BRONZE REFERENCE DISKS SET IN TOPS OF CONCRETE POSTS.
 TG1158'
 TG1158'REFERENCE MARK 2 IS 31.05 FEET WSW OF THE STATION.  THE MARK
 TG1158'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EPPING NO 2
 TG1158'1945.
 TG1158'
 TG1158'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NE OF THE STATION.
 TG1158'IT IS APPROXIMATELY 33 FEET W OF THE CENTER OF THE ROAD AND
 TG1158'7 FEET S OF A STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES
 TG1158'AND THE DISK IS STAMPED EPPING 1945.  IT IS A BRONZE AZIMUTH
 TG1158'DISK SET IN TOP OF A CONCRETE POST.
 TG1158'
 TG1158'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET
 TG1158'IN EPPING WITH U.S. HIGHWAY 2, GO E OF A STUCCO SERVICE STATION
 TG1158'ON U.S. HIGHWAY 2 FOR 0.05 MILE TO A WIRE GATE* ON THE LEFT.
 TG1158'PASS THROUGH THE GATE AND TURN RIGHT TO THE TOP OF THE HILL FOR
 TG1158'ABOUT 0.2 MILE TO THE STATION.
 TG1158'
 TG1158'*TO REACH THE AZIMUTH MARK FROM THIS GATE, GO E ON U.S. HIGHWAY
 TG1158'2 FOR 0.3 MILE, THEN TAKE THE LEFT FORK (GRAVELED) AND GO 0.3
 TG1158'MILE TO THE AZIMUTH MARK ON THE LEFT.
 TG1158'
 TG1158'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 TG1158
 TG1158                          STATION RECOVERY (1946)
 TG1158
 TG1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG1158'0.6 MI NE FROM EPPING.
 TG1158'TO REACH FROM THE POST OFFICE AT EPPING GO EAST ONE BLOCK ALONG A
 TG1158'GRAVELED STREET, THENCE NORTH 0.3 MILE ALONG A GRAVELED ROAD, THENCE
 TG1158'EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 2 TO SITE OF MARK, BENCH MARK IS
 TG1158'ON TOP OF A LOW GRASSY KNOLL ABOUT 100 YARDS NORTH OF THE HIGHWAY AND
 TG1158'10.0 FEET SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 TG1158'EPPING 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6
 TG1158'INCHES ABOVE GROUND.
 TG1158
 TG1158                          STATION RECOVERY (1981)
 TG1158
 TG1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1158'RECOVERED IN GOOD CONDITION.
 TG1158
 TG1158                          STATION RECOVERY (1981)
 TG1158
 TG1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1161 ***********************************************************************
 TG1161  DESIGNATION -  EPPING AZ MK
 TG1161  PID         -  TG1161
 TG1161  STATE/COUNTY-  ND/WILLIAMS
 TG1161  USGS QUAD   -  EPPING (1978)
 TG1161
 TG1161                         *CURRENT SURVEY CONTROL
 TG1161  ___________________________________________________________________
 TG1161* NAD 83(1986)-  48 17 19.     (N)    103 20 43.     (W)     SCALED    
 TG1161* NAVD 88     -       702.846  (meters)    2305.92   (feet)  ADJUSTED  
 TG1161  ___________________________________________________________________
 TG1161  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1161  DYNAMIC HT  -         702.943 (meters)    2306.24  (feet)  COMP
 TG1161  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 TG1161
 TG1161  VERT ORDER  -  FIRST     CLASS II
 TG1161
 TG1161.The horizontal coordinates were scaled from a topographic map and have
 TG1161.an estimated accuracy of +/- 6 seconds.
 TG1161
 TG1161.The orthometric height was determined by differential leveling
 TG1161.and adjusted by the National Geodetic Survey in June 1991..
 TG1161
 TG1161.The geoid height was determined by GEOID03.
 TG1161
 TG1161.The dynamic height is computed by dividing the NAVD 88
 TG1161.geopotential number by the normal gravity value computed on the
 TG1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1161.degrees latitude (g = 980.6199 gals.).
 TG1161
 TG1161.The modeled gravity was interpolated from observed gravity values.
 TG1161
 TG1161;                    North         East    Units  Estimated Accuracy
 TG1161;SPC ND N     -   147,170.      388,920.      MT  (+/- 180 meters Scaled)
 TG1161
 TG1161                          SUPERSEDED SURVEY CONTROL
 TG1161
 TG1161  NGVD 29 (??/??/92)  702.35   (m)         2304.3    (f) COMPUTED    1 2
 TG1161
 TG1161.Superseded values are not recommended for survey control.
 TG1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1161.See file dsdata.txt to determine how the superseded data were derived.
 TG1161
 TG1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP227497(NAD 83)
 TG1161_MARKER: DZ = AZIMUTH MARK DISK
 TG1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1161_STAMPING: EPPING 1945
 TG1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1161+STABILITY: SURFACE MOTION
 TG1161
 TG1161  HISTORY     - Date     Condition        Report By
 TG1161  HISTORY     - 1945     MONUMENTED       CGS
 TG1161  HISTORY     - 1946     GOOD             NGS
 TG1161  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1161  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1161
 TG1161                          STATION DESCRIPTION
 TG1161
 TG1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1161'1.0 MI NE FROM EPPING.
 TG1161'TO REACH FROM THE POST OFFICE AT EPPING GO EAST ONE BLOCK ALONG A
 TG1161'GRAVELED STREET, THENCE NORTH 0.3 MILE ALONG A GRAVELED ROAD, THENCE
 TG1161'EAST 0.4 MILE ALONG U.S. HIGHWAY NO. 2, THENCE NORTH 0.3 MILE ALONG A
 TG1161'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 33.0 FEET WEST OF AND
 TG1161'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 7.0 FEET SOUTH OF A 4 X
 TG1161'4 IN. MARKER POST, 1.0 FOOT WEST OF A FENCE.  A BRONZE DISK STAMPED
 TG1161'EPPING 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6
 TG1161'INCHES ABOVE GROUND.
 TG1161
 TG1161                          STATION RECOVERY (1975)
 TG1161
 TG1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1161'MARK NOT FOUND.
 TG1161
 TG1161                          STATION RECOVERY (1981)
 TG1161
 TG1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1159 ***********************************************************************
 TG1159  DESIGNATION -  EPPING RM 1
 TG1159  PID         -  TG1159
 TG1159  STATE/COUNTY-  ND/WILLIAMS
 TG1159  USGS QUAD   -  EPPING (1978)
 TG1159
 TG1159                         *CURRENT SURVEY CONTROL
 TG1159  ___________________________________________________________________
 TG1159* NAD 83(1986)-  48 17 09.     (N)    103 21 02.     (W)     SCALED    
 TG1159* NAVD 88     -       700.368  (meters)    2297.79   (feet)  ADJUSTED  
 TG1159  ___________________________________________________________________
 TG1159  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1159  DYNAMIC HT  -         700.464 (meters)    2298.11  (feet)  COMP
 TG1159  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 TG1159
 TG1159  VERT ORDER  -  FIRST     CLASS II
 TG1159
 TG1159.The horizontal coordinates were scaled from a topographic map and have
 TG1159.an estimated accuracy of +/- 6 seconds.
 TG1159
 TG1159.The orthometric height was determined by differential leveling
 TG1159.and adjusted by the National Geodetic Survey in June 1991..
 TG1159
 TG1159.The geoid height was determined by GEOID03.
 TG1159
 TG1159.The dynamic height is computed by dividing the NAVD 88
 TG1159.geopotential number by the normal gravity value computed on the
 TG1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1159.degrees latitude (g = 980.6199 gals.).
 TG1159
 TG1159.The modeled gravity was interpolated from observed gravity values.
 TG1159
 TG1159;                    North         East    Units  Estimated Accuracy
 TG1159;SPC ND N     -   146,880.      388,520.      MT  (+/- 180 meters Scaled)
 TG1159
 TG1159                          SUPERSEDED SURVEY CONTROL
 TG1159
 TG1159  NGVD 29 (??/??/92)  699.871  (m)         2296.16   (f) ADJ UNCH    1 2
 TG1159
 TG1159.Superseded values are not recommended for survey control.
 TG1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1159.See file dsdata.txt to determine how the superseded data were derived.
 TG1159
 TG1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP223493(NAD 83)
 TG1159_MARKER: DR = REFERENCE MARK DISK
 TG1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1159_STAMPING: EPPING NO 1 1945
 TG1159_MARK LOGO: CGS   
 TG1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1159+STABILITY: SURFACE MOTION
 TG1159
 TG1159  HISTORY     - Date     Condition        Report By
 TG1159  HISTORY     - 1945     MONUMENTED       CGS
 TG1159  HISTORY     - 1946     GOOD             NGS
 TG1159  HISTORY     - 1981     GOOD             NGS
 TG1159  HISTORY     - 1981     GOOD             NGS
 TG1159
 TG1159                          STATION DESCRIPTION
 TG1159
 TG1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1159'0.6 MI NE FROM EPPING.
 TG1159'TO REACH FROM THE POST OFFICE AT EPPING GO EAST ONE BLOCK ALONG A
 TG1159'GRAVELED STREET, THENCE NORTH 0.3 MILE ALONG A GRAVELED ROAD, THENCE
 TG1159'EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 2 TO SITE OF MARK, BENCH MARK IS
 TG1159'ON TOP OF A SMALL GRASSY KNOLL ABOUT 108 YARDS NORTH OF THE HIGHWAY,
 TG1159'36.4 FEET NORTHEAST OF TRIANGULATION STATION EPPING AND 24.0 FEET
 TG1159'NORTHEAST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED EPPING NO
 TG1159'1 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES
 TG1159'ABOVE GROUND.
 TG1159
 TG1159                          STATION RECOVERY (1981)
 TG1159
 TG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1159'RECOVERED IN GOOD CONDITION.
 TG1159
 TG1159                          STATION RECOVERY (1981)
 TG1159
 TG1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1160 ***********************************************************************
 TG1160  DESIGNATION -  EPPING RM 2
 TG1160  PID         -  TG1160
 TG1160  STATE/COUNTY-  ND/WILLIAMS
 TG1160  USGS QUAD   -  EPPING (1978)
 TG1160
 TG1160                         *CURRENT SURVEY CONTROL
 TG1160  ___________________________________________________________________
 TG1160* NAD 83(1986)-  48 17 08.     (N)    103 21 01.     (W)     SCALED    
 TG1160* NAVD 88     -       700.238  (meters)    2297.36   (feet)  ADJUSTED  
 TG1160  ___________________________________________________________________
 TG1160  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1160  DYNAMIC HT  -         700.335 (meters)    2297.68  (feet)  COMP
 TG1160  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 TG1160
 TG1160  VERT ORDER  -  FIRST     CLASS II
 TG1160
 TG1160.The horizontal coordinates were scaled from a topographic map and have
 TG1160.an estimated accuracy of +/- 6 seconds.
 TG1160
 TG1160.The orthometric height was determined by differential leveling
 TG1160.and adjusted by the National Geodetic Survey in June 1991..
 TG1160
 TG1160.The geoid height was determined by GEOID03.
 TG1160
 TG1160.The dynamic height is computed by dividing the NAVD 88
 TG1160.geopotential number by the normal gravity value computed on the
 TG1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1160.degrees latitude (g = 980.6199 gals.).
 TG1160
 TG1160.The modeled gravity was interpolated from observed gravity values.
 TG1160
 TG1160;                    North         East    Units  Estimated Accuracy
 TG1160;SPC ND N     -   146,850.      388,530.      MT  (+/- 180 meters Scaled)
 TG1160
 TG1160                          SUPERSEDED SURVEY CONTROL
 TG1160
 TG1160  NGVD 29 (??/??/92)  699.742  (m)         2295.74   (f) ADJ UNCH    1 2
 TG1160
 TG1160.Superseded values are not recommended for survey control.
 TG1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1160.See file dsdata.txt to determine how the superseded data were derived.
 TG1160
 TG1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP223493(NAD 83)
 TG1160_MARKER: DR = REFERENCE MARK DISK
 TG1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1160_STAMPING: EPPING NO 2 1945
 TG1160_MARK LOGO: CGS   
 TG1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1160+STABILITY: SURFACE MOTION
 TG1160
 TG1160  HISTORY     - Date     Condition        Report By
 TG1160  HISTORY     - 1945     MONUMENTED       CGS
 TG1160  HISTORY     - 1946     GOOD             NGS
 TG1160  HISTORY     - 1981     GOOD             NGS
 TG1160  HISTORY     - 1981     GOOD             NGS
 TG1160
 TG1160                          STATION DESCRIPTION
 TG1160
 TG1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1160'0.6 MI NE FROM EPPING.
 TG1160'TO REACH FROM THE POST OFFICE AT EPPING GO EAST ONE BLOCK ALONG A
 TG1160'GRAVELED STREET, THENCE NORTH 0.3 MILE ALONG A GRAVELED ROAD, THENCE
 TG1160'EAST 0.3 MILE ALONG U.S. HIGHWAY NO. 2 TO SITE OF MARK, BENCH MARK IS
 TG1160'ON TOP OF A SMALL GRASSY KNOLL, ABOUT 97 YARDS NORTH OF THE HIGHWAY,
 TG1160'31.0 FEET WEST-SOUTHWEST OF TRIANGULATION STATION EPPING AND 39.0 FEET
 TG1160'SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED EPPING NO
 TG1160'2 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 TG1160'ABOVE GROUND.
 TG1160
 TG1160                          STATION RECOVERY (1981)
 TG1160
 TG1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1160'RECOVERED IN GOOD CONDITION.
 TG1160
 TG1160                          STATION RECOVERY (1981)
 TG1160
 TG1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1779 ***********************************************************************
 TG1779  DESIGNATION -  EPWORTH
 TG1779  PID         -  TG1779
 TG1779  STATE/COUNTY-  ND/MOUNTRAIL
 TG1779  USGS QUAD   -  EPWORTH (1981)
 TG1779
 TG1779                         *CURRENT SURVEY CONTROL
 TG1779  ___________________________________________________________________
 TG1779* NAD 83(1996)-  48 07 01.66863(N)    102 09 34.67420(W)     ADJUSTED  
 TG1779* NAVD 88     -       668.3    (meters)    2193.     (feet)  VERTCON   
 TG1779  ___________________________________________________________________
 TG1779  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 TG1779  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1779
 TG1779  HORZ ORDER  -  FIRST
 TG1779
 TG1779.The horizontal coordinates were established by classical geodetic methods
 TG1779.and adjusted by the National Geodetic Survey in January 1998..
 TG1779
 TG1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1779
 TG1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1779
 TG1779.The geoid height was determined by GEOID03.
 TG1779
 TG1779;                    North         East     Units Scale Factor Converg.
 TG1779;SPC ND N     -   125,535.252   476,447.481   MT  0.99993600   -1 14 06.0
 TG1779;SPC ND N     -   411,861.06  1,563,147.90   iFT  0.99993600   -1 14 06.0
 TG1779;UTM  13      - 5,333,221.412   711,389.326   MT  1.00014909   +2 06 55.7
 TG1779
 TG1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1779!SPC ND N     -   0.99989814  x   0.99993600  =   0.99983414
 TG1779!UTM  13      -   0.99989814  x   1.00014909  =   1.00004721
 TG1779
 TG1779:                Primary Azimuth Mark                     Grid Az
 TG1779:SPC ND N     -  PLAZA MUNICIPAL TANK                     125 06 46.1
 TG1779:UTM  13      -  PLAZA MUNICIPAL TANK                     121 45 44.4
 TG1779
 TG1779|---------------------------------------------------------------------|
 TG1779| PID    Reference Object                     Distance      Geod. Az  |
 TG1779|                                                           dddmmss.s |
 TG1779| TF2222 PLAZA MUNICIPAL TANK                APPROX.18.0 KM 1235240.1 |
 TG1779| CQ8343 EPWORTH RM 1                         24.221 METERS 22600     |
 TG1779| CQ8344 EPWORTH RM 2                         19.915 METERS 30049     |
 TG1779| TG1780 EPWORTH RM A                         31.296 METERS 32528     |
 TG1779| CQ8342 EPWORTH AZ MK 2                                    3585204.8 |
 TG1779| CQ8341 EPWORTH AZ MK                                      3590318.1 |
 TG1779|---------------------------------------------------------------------|
 TG1779
 TG1779                          SUPERSEDED SURVEY CONTROL
 TG1779
 TG1779  NAD 83(1986)-  48 07 01.66881(N)    102 09 34.67096(W) AD(       ) 1
 TG1779  NAD 27      -  48 07 01.60650(N)    102 09 33.06370(W) AD(       ) 1
 TG1779  NGVD 29 (07/19/86)  667.9    (m)         2191.     (f) VERT ANG       
 TG1779
 TG1779.Superseded values are not recommended for survey control.
 TG1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1779.See file dsdata.txt to determine how the superseded data were derived.
 TG1779
 TG1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1138933221(NAD 83)
 TG1779_MARKER: DS = TRIANGULATION STATION DISK
 TG1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1779
 TG1779  HISTORY     - Date     Condition        Report By
 TG1779  HISTORY     - 1946     MONUMENTED       CGS
 TG1779  HISTORY     - 1962     GOOD             CGS
 TG1779  HISTORY     - 1967     GOOD             CGS
 TG1779
 TG1779                          STATION DESCRIPTION
 TG1779
 TG1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1779'THE STATION IS LOCATED 11 MILES NORTHWEST OF PLAZA, 9 MILES
 TG1779'EAST-SOUTHEAST OF BELDEN, 0.5 MILE SOUTHEAST OF A LARGE RED
 TG1779'PROMINENT FARM BARN, 35 FEET EAST OF THE APPROXIMATE CENTERLINE
 TG1779'OF A SECTION LINE ROAD AND 6 FEET NORTHWEST OF A WITNESS POST.
 TG1779'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EPWORTH 1946.
 TG1779'
 TG1779'REFERENCE MARK NO. 1 IS 79.41 FEET SOUTHWEST OF THE STATION, 22
 TG1779'FEET WEST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD
 TG1779'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 TG1779'2 INCHES AND THE DISK IS STAMPED EPWORTH NO 1 1946.
 TG1779'
 TG1779'REFERENCE MARK NO. 2 IS 65.32 FEET NORTHWEST OF THE STATION, 21
 TG1779'FEET WEST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD
 TG1779'AND 3 FEET NORTHEAST OF A GATE POST.  THE MARK PROJECTS 3
 TG1779'INCHES AND THE DISK IS STAMPED EPWORTH NO 2 1946.
 TG1779'
 TG1779'THE AZIMUTH MARK IS 0.8 MILE NORTH OF THE STATION, 0.3 MILE
 TG1779'NORTHEAST OF A LARGE RED PROMINENT FARM BARN, 30 FEET WEST OF
 TG1779'THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD AND 3 FEET
 TG1779'SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 TG1779'THE DISK IS STAMPED EPWORTH 1946.
 TG1779'
 TG1779'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1779'STATE HIGHWAY 8 ON THE SOUTHERN EDGE OF STANLEY, GO EAST AND
 TG1779'SOUTH ON STATE HIGHWAY 8 FOR 13 MILES TO THE SMALL VILLAGE OF
 TG1779'BELDEN AND A GRADED DIRT ROAD EAST, TURN EAST AND GO 9 MILES
 TG1779'TO A CROSSROAD AND A LONE TREE IN THE SOUTHEAST INTERSECTION
 TG1779'OF THE CROSSROAD, TURN RIGHT AND GO SOUTH FOR 1.8 MILES TO THE
 TG1779'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON SOUTH FOR
 TG1779'0.8 MILE AND THE STATION ON THE LEFT AS DESCRIBED.
 TG1779'
 TG1779'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TG1779
 TG1779                          STATION RECOVERY (1962)
 TG1779
 TG1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1779'THE STATION IS LOCATED 1-1/2 MILES WEST AND 11 MILES NORTH OF
 TG1779'THE TOWN OF PARSHALL, IN THE SW 1/4 OF SEC. 32, T154N, R89W,
 TG1779'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD.
 TG1779'
 TG1779'TO REACH FROM THE CROSS STREET, JUST NORTH OF THE POST OFFICE
 TG1779'IN PARSHALL, GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO
 TG1779'STATE HIGHWAY 37.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 37
 TG1779'FOR 1.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 23.  CONTINUE
 TG1779'NORTH ON THE GRAVELED ROAD FOR 3 MILES TO A T ROAD INTERSECTION.
 TG1779'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 1.5 MILES TO A
 TG1779'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD
 TG1779'FOR 7.7 MILES TO A GRAVELED ROAD RIGHT AND A TRACK ROAD LEFT.
 TG1779'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1 MILE TO A
 TG1779'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO THE
 TG1779'STATION ON THE LEFT AND THE REFERENCE MARKS ON THE RIGHT.
 TG1779'
 TG1779'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.8 MILE
 TG1779'TO THE AZIMUTH MARK ON THE LEFT.
 TG1779'
 TG1779'NOTE--THE NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 TG1779'
 TG1779'THE STATION MARK IS A STANDARD DISK STAMPED EPWORTH 1946 AND
 TG1779'SET IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1779'3 INCHES.  IT IS 33 FEET EAST OF THE CENTER OF A SECTION LINE
 TG1779'ROAD AND 5.9 FEET NORTH WEST OF A WITNESS POST.
 TG1779'
 TG1779'REFERENCE MARK NO. 1, STAMPED EPWORTH NO 1 1946, IS A STANDARD
 TG1779'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1779'IS FLUSH WITH THE GROUND.  IT IS 81.8 FEET SOUTHWEST OF THE
 TG1779'WITNESS POST AND 25 FEET WEST OF THE CENTER OF A SECTION LINE
 TG1779'ROAD.
 TG1779'
 TG1779'REFERENCE MARK NO. 2, STAMPED EPWORTH NO 2 1946, IS A STANDARD
 TG1779'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1779'PROJECTS 2 INCHES.  IT IS 71.3 FEET NORTHWEST OF THE WITNESS
 TG1779'POST AND 24 FEET WEST OF THE CENTER OF A SECTION LINE ROAD.
 TG1779'
 TG1779'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EPWORTH 1946 1962
 TG1779'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1779'PROJECTS 4 INCHES.  IT IS 45 FEET WEST OF THE CENTER OF A
 TG1779'GRAVELED ROAD, 44 FEET NORTH OF A TELEPHONE POLE, 1 FOOT EAST
 TG1779'OF A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTH OF THE WITNESS POST.
 TG1779'
 TG1779'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 88.57 FEET.
 TG1779
 TG1779                          STATION RECOVERY (1967)
 TG1779
 TG1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1779'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TG1779'CONDITION.  A SHORTER ROUTE TO REACH THE STATION IS
 TG1779'NOTED AND ADDITIONAL MEASUREMENTS TO THE WITNESS POSTS
 TG1779'WERE MADE.
 TG1779'
 TG1779'THE STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF
 TG1779'STANLEY, 11 MILES NORTH OF PARSHALL, IN THE SW 1/4 OF
 TG1779'SECTION 32, T 154 N, R 89 W AND ON PROPERTY OWNED BY
 TG1779'MR. LYLE TRURLSON.
 TG1779'
 TG1779'TO REACH STATION EPWORTH FROM THE JUNCTION OF U.S. HIGHWAY
 TG1779'2 AND STATE HIGHWAY 8 AT THE SOUTH END OF MAIN STREET
 TG1779'IN STANLEY, GO EAST AND SOUTH ON STATE HIGHWAY 8 FOR
 TG1779'12.65 MILES TO A CROSSROAD IN BELDEN.  (POST OFFICE IN
 TG1779'THE SOUTHEAST CORNER.) TURN LEFT AND GO EAST ON
 TG1779'GRAVELED ROAD FOR 9.0 MILES TO A CROSSROAD.  TURN
 TG1779'RIGHT AND GO SOUTH FOR 1.65 MILES TO THE EPWORTH AZIMUTH
 TG1779'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.35 MILE TO A
 TG1779'CROSSROAD.  CONTINUE SOUTH FOR 0.45 MILE TO THE TOP OF
 TG1779'A SMALL HILL AND STATION EPSWORTH ON THE LEFT.
 TG1779'
 TG1779'THE STATION MARK IS A STANDARD DISK, STAMPED EPWORTH
 TG1779'1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TG1779'MONUMENT THAT PROJECTS 3-INCHES.  IT IS 33 FEET EAST
 TG1779'OF THE CENTER OF A SECTION LINE ROAD, 31 FEET SOUTH OF
 TG1779'A SECTION LINE AND 3.0 FEET NORTH OF A METAL WITNESS POST WITH
 TG1779'SIGN.
 TG1779'
 TG1779'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EPWORTH NO 1
 TG1779'1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TG1779'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 TG1779'72 FEET SOUTH OF THE CENTER OF A SECTION LINE ROAD,
 TG1779'25 FEET WEST OF THE CENTER OF A SECTION LINE ROAD AND
 TG1779'2.4 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 TG1779'
 TG1779'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EPWORTH NO 2
 TG1779'1946, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TG1779'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 TG1779'24 FEET WEST OF THE CENTER OF A SECTION LINE ROAD,
 TG1779'16 FEET NORTH OF A SECTION LINE ROAD AND 2.4 FEET SOUTH
 TG1779'OF A METAL WITNESS POST WITH SIGN.
 TG1779'
 TG1779'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EPWORTH 1946 1962,
 TG1779'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1779'THAT PROJECTS 4-INCHES.  IT IS 45 FEET WEST OF THE CENTER
 TG1779'OF A GRAVELED ROAD, 44 FEET NORTH OF A TELEPHONE POLE,
 TG1779'1.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 1.0 FEET
 TG1779'SOUTH OF A METAL WITNESS POST WITH SIGN.
 TG1779'
 TG1779'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2
 TG1779'IS 88.74 FEET OR 27.049 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1780 ***********************************************************************
 TG1780  DESIGNATION -  EPWORTH RM A
 TG1780  PID         -  TG1780
 TG1780  STATE/COUNTY-  ND/MOUNTRAIL
 TG1780  USGS QUAD   -  EPWORTH (1981)
 TG1780
 TG1780                         *CURRENT SURVEY CONTROL
 TG1780  ___________________________________________________________________
 TG1780* NAD 83(1996)-  48 07 02.50331(N)    102 09 35.53209(W)     ADJUSTED  
 TG1780* NAVD 88     -       667.6    (meters)    2190.     (feet)  VERTCON   
 TG1780  ___________________________________________________________________
 TG1780  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 TG1780  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1780
 TG1780  HORZ ORDER  -  FIRST
 TG1780
 TG1780.The horizontal coordinates were established by classical geodetic methods
 TG1780.and adjusted by the National Geodetic Survey in January 1998..
 TG1780
 TG1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1780
 TG1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1780
 TG1780.The geoid height was determined by GEOID03.
 TG1780
 TG1780;                    North         East     Units Scale Factor Converg.
 TG1780;SPC ND N     -   125,561.407   476,430.299   MT  0.99993600   -1 14 06.6
 TG1780;SPC ND N     -   411,946.87  1,563,091.53   iFT  0.99993600   -1 14 06.6
 TG1780;UTM  13      - 5,333,246.524   711,370.640   MT  1.00014900   +2 06 55.1
 TG1780
 TG1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1780!SPC ND N     -   0.99989825  x   0.99993600  =   0.99983425
 TG1780!UTM  13      -   0.99989825  x   1.00014900  =   1.00004723
 TG1780
 TG1780:                Primary Azimuth Mark                     Grid Az
 TG1780:SPC ND N     -  TRINITY                                  079 53 24.0
 TG1780:UTM  13      -  TRINITY                                  076 32 22.3
 TG1780
 TG1780|---------------------------------------------------------------------|
 TG1780| PID    Reference Object                     Distance      Geod. Az  |
 TG1780|                                                           dddmmss.s |
 TG1780| TG1778 TRINITY                             APPROX.10.8 KM 0783917.4 |
 TG1780| TF2222 PLAZA MUNICIPAL TANK                APPROX.18.1 KM 1235451.0 |
 TG1780| TG1779 EPWORTH                              31.296 METERS 14528     |
 TG1780|---------------------------------------------------------------------|
 TG1780
 TG1780                          SUPERSEDED SURVEY CONTROL
 TG1780
 TG1780  NAD 83(1986)-  48 07 02.50364(N)    102 09 35.52901(W) AD(       ) 1
 TG1780  NAD 27      -  48 07 02.44120(N)    102 09 33.92154(W) AD(       ) 1
 TG1780  NGVD 29 (07/19/86)  667.2    (m)         2189.     (f) VERT ANG       
 TG1780
 TG1780.Superseded values are not recommended for survey control.
 TG1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1780.See file dsdata.txt to determine how the superseded data were derived.
 TG1780
 TG1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1137133247(NAD 83)
 TG1780_MARKER: DS = TRIANGULATION STATION DISK
 TG1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1780+STABILITY: SURFACE MOTION
 TG1780
 TG1780  HISTORY     - Date     Condition        Report By
 TG1780  HISTORY     - 1967     MONUMENTED       CGS
 TG1780
 TG1780                          STATION DESCRIPTION
 TG1780
 TG1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1780'THE STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF STANLEY, 11
 TG1780'MILES NORTH OF PARSHALL, IN THE SW 1/4 OF SECTION 32, T 154 N,
 TG1780'R 89 W AND ON PROPERTY OWNED BY MR. LYLE TRURLSON.
 TG1780'
 TG1780'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 TG1780'STAMPED EPWORTH RM A 1967, SET IN THE TOP OF A ROUND CONCRETE
 TG1780'POST 12 INCHES IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE
 TG1780'GROUND.  IT IS 70 FEET NORTHEAST OF A TELEPHONE POLE, 27 FEET
 TG1780'WEST OF THE CENTER OF A TRACK ROAD AND 4 FEET SOUTH OF A METAL
 TG1780'WITNESS POST.
 TG1780'
 TG1780'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 TG1780'EPWORTH 1946.
 TG1780'
 TG1780'TO REACH STATION EPWORTH FROM THE JUNCTION OF U.S. HIGHWAY
 TG1780'2 AND STATE HIGHWAY 8 AT THE SOUTH END OF MAIN STREET
 TG1780'IN STANLEY, GO EAST AND SOUTH ON STATE HIGHWAY 8 FOR
 TG1780'12.65 MILES TO A CROSSROAD IN BELDEN.  (POST OFFICE IN
 TG1780'THE SOUTHEAST CORNER.) TURN LEFT AND GO EAST ON
 TG1780'GRAVELED ROAD FOR 9.0 MILES TO A CROSSROAD.  TURN
 TG1780'RIGHT AND GO SOUTH FOR 1.65 MILES TO THE EPWORTH AZIMUTH
 TG1780'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.35 MILE TO A
 TG1780'CROSSROAD.  CONTINUE SOUTH FOR 0.45 MILE TO THE TOP OF
 TG1780'A SMALL HILL AND THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1605 ***********************************************************************
 SL1605  DESIGNATION -  ERVIN
 SL1605  PID         -  SL1605
 SL1605  STATE/COUNTY-  ND/TRAILL
 SL1605  USGS QUAD   -  CLIMAX SW (1964)
 SL1605
 SL1605                         *CURRENT SURVEY CONTROL
 SL1605  ___________________________________________________________________
 SL1605* NAD 83(1996)-  47 31 37.53467(N)    096 59 38.16070(W)     ADJUSTED  
 SL1605* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 SL1605  ___________________________________________________________________
 SL1605  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 SL1605  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 SL1605
 SL1605  HORZ ORDER  -  SECOND
 SL1605
 SL1605.The horizontal coordinates were established by classical geodetic methods
 SL1605.and adjusted by the National Geodetic Survey in January 1998..
 SL1605
 SL1605.The orthometric height was scaled from a topographic map.
 SL1605
 SL1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1605
 SL1605.The geoid height was determined by GEOID03.
 SL1605
 SL1605;                    North         East     Units Scale Factor Converg.
 SL1605;SPC ND N     -    64,612.546   863,927.880   MT  0.99998289   +2 36 32.3
 SL1605;SPC ND N     -   211,983.42  2,834,409.06   iFT  0.99998289   +2 36 32.3
 SL1605;SPC MN N     -   221,568.679   506,916.388   MT  0.99991722   -2 53 10.5
 SL1605;UTM  14      - 5,265,690.966   651,003.323   MT  0.99988022   +1 28 47.8
 SL1605
 SL1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1605!SPC ND N     -   0.99996180  x   0.99998289  =   0.99994469
 SL1605!SPC MN N     -   0.99996180  x   0.99991722  =   0.99987902
 SL1605!UTM  14      -   0.99996180  x   0.99988022  =   0.99984202
 SL1605
 SL1605|---------------------------------------------------------------------|
 SL1605| PID    Reference Object                     Distance      Geod. Az  |
 SL1605|                                                           dddmmss.s |
 SL1605| CP3731 ERVIN RM 3                           24.070 METERS 01408     |
 SL1605| SL1604 NIELSVILLE MUNICIPAL TANK           APPROX.13.3 KM 0895550.4 |
 SL1605| CP3729 ERVIN RM 1                           34.759 METERS 10608     |
 SL1605| SL1298 TAFT ELDORADO ELEV VENTILATOR       APPROX. 9.8 KM 2155952.1 |
 SL1605| CP3730 ERVIN RM 2                           28.090 METERS 22256     |
 SL1605| CP3732 ERVIN RM 4 AZIMUTH                                 26627     |
 SL1605| CP3728 ERVIN AZ MK RESET                                  26910     |
 SL1605| SL1718 ERVIN AZ MK                                        2691026.3 |
 SL1605|---------------------------------------------------------------------|
 SL1605
 SL1605                          SUPERSEDED SURVEY CONTROL
 SL1605
 SL1605  NAD 83(1986)-  47 31 37.53328(N)    096 59 38.15315(W) AD(       ) 2
 SL1605  NAD 27      -  47 31 37.61300(N)    096 59 36.84500(W) AD(       ) 2
 SL1605
 SL1605.Superseded values are not recommended for survey control.
 SL1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1605.See file dsdata.txt to determine how the superseded data were derived.
 SL1605
 SL1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5100365691(NAD 83)
 SL1605_MARKER: DS = TRIANGULATION STATION DISK
 SL1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1605
 SL1605  HISTORY     - Date     Condition        Report By
 SL1605  HISTORY     - 1954     MONUMENTED       CGS
 SL1605  HISTORY     - 1964     GOOD             CGS
 SL1605  HISTORY     - 1973     GOOD             NGS
 SL1605
 SL1605                          STATION DESCRIPTION
 SL1605
 SL1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1605'THE STATION IS IN SEC. 23, T. 147 N., R. 50 W. ACROSS THE
 SL1605'ROAD FROM THE ERVIN RURAL SCHOOL, ON LAND OWNED BY MR. CARL
 SL1605'OLSON.  IT IS 5 MILES SOUTH AND 5 MILES EAST OF BUXTON AND 4
 SL1605'MILES EAST AND 1 MILE NORTH OF CUMMINGS.
 SL1605'
 SL1605'TO REACH FROM THE TRAFFIC LIGHT IN HILLSBORO GO NORTH ON STATE
 SL1605'HIGHWAY 7 AND U.S. HIGHWAY 81 FOR 6.5 MILES TO A JUNCTION WHERE
 SL1605'STATE HIGHWAY 7 TURNS LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 81
 SL1605'FOR 2.0 MILES TO A CROSSROAD WITH A LARGE TRANSFORMER IN THE
 SL1605'SOUTHEAST ANGLE.  TURN RIGHT AND GO EAST ON THE GRAVEL ROAD FOR
 SL1605'3.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 SL1605'ANGLE.  CONTINUE EAST ON THE GRAVEL ROAD FOR 0.55 MILE TO THE
 SL1605'ERVIN RURAL SCHOOL ON THE RIGHT AND THE STATION IN THE
 SL1605'SOUTHWEST CORNER OF A FARMYARD ON THE LEFT.
 SL1605'
 SL1605'THE STATION MARK IS 141 FEET NORTHWEST OF A FENCE CORNER, 135
 SL1605'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 63.5 FEET WEST OF
 SL1605'A FENCE, 17 FEET SOUTH OF THE SOUTH EDGE OF THE GROVE ALONG
 SL1605'THE WEST EDGE OF THE FARMYARD AND FLUSH WITH THE GROUND SURFACE.
 SL1605'THE DISK IS STAMPED ERVIN 1954.
 SL1605'
 SL1605'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 57 FEET NORTH OF
 SL1605'A FENCE CORNER, 1 FOOT WEST OF A WOVEN-WIRE FENCE AND FLUSH
 SL1605'WITH THE GROUND SURFACE.  THE DISK IS STAMPED ERVIN NO 1 1954.
 SL1605'
 SL1605'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 89 FEET
 SL1605'EAST-NORTHEAST OF A POWER POLE, 66 FEET NORTH OF THE CENTER OF
 SL1605'THE GRAVEL ROAD AND FLUSH WITH THE SURFACE OF THE GROUND.
 SL1605'THE DISK IS STAMPED ERVIN NO 2 1954.
 SL1605'
 SL1605'THE AZIMUTH MARK, 0.55 MILE WEST OF THE STATION, IS 71 FEET NORTH
 SL1605'OF THE CENTER OF THE EAST-WEST ROAD, 34 FEET WEST OF THE
 SL1605'CENTER OF THE NORTH-SOUTH ROAD, 16 FEET NORTH-NORTHWEST OF THE
 SL1605'WEST END OF A CULVERT, 2.5 FEET NORTHWEST OF A WITNESS POST,
 SL1605'2 FEET NORTH OF A TELEPHONE POLE AND PROJECTS 4 INCHES.  THE
 SL1605'DISK IS STAMPED ERVIN 1954.
 SL1605'
 SL1605'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SL1605
 SL1605                          STATION RECOVERY (1964)
 SL1605
 SL1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 SL1605'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 SL1605'GOOD CONDITON.  THE AZIMUTH MARK WAS FOUND TO BE TILTED.  THE
 SL1605'LAND OWNER REQUESTED THAT R.M. NO. 2 BE MOVED AS HE WAS GOING
 SL1605'TO REMOVE A FENCE AND THE MARK WOULD BE IN THE WAY OF CULTIVATION.
 SL1605'THIS MARK WAS RESET AND RESTAMPED NO. 3.
 SL1605'
 SL1605'THE AZIMUTH MARK WAS RESET NEAR ITS ORIGINAL LOCATION.  AFTER
 SL1605'IT WAS RESET IT WAS FOUND THAT NO OBJECTS WERE VISIBLE FROM
 SL1605'THE GROUND SO THERE IS NO DIRECTION TO THE RESET MARK.
 SL1605'IT IS LOCATED 0.55 MILE WEST OF THE STATION, IN THE NORTHWEST
 SL1605'ANGLE OF CROSSROADS, 34 FEET WEST OF THE CENTERLINE OF THE
 SL1605'NORTH-SOUTH ROAD, 3.5 FEET NORTHEAST OF A TELEPHONE POLE AND
 SL1605'1.5 FEET EAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 SL1605'8 INCHES AND THE DISK IS STAMPED ERVIN 1954 RESET 1964.
 SL1605'
 SL1605'R.M. NO. 1 IS EAST-SOUTHEAST OF THE STATION, 57 FEET NORTH OF
 SL1605'A FENCE CORNER AND 1 FOOT WEST OF A FENCE.  MARK IS FLUSH.
 SL1605'
 SL1605'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION AND 4 FEET WEST OF
 SL1605'THE WEST ROW OF TREES.  THE MARK PROJECTS 8 INCHES AND THE
 SL1605'DISK IS STAMPED ERVIN NO 3 1954.
 SL1605'
 SL1605'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 SL1605'RECOVERY.
 SL1605
 SL1605                          STATION RECOVERY (1973)
 SL1605
 SL1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SL1605'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 3 WERE
 SL1605'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WHICH WAS
 SL1605'RESET IN 1964 WAS FOUND DISTURBED - IT HAD BEEN GRADED OUT AND
 SL1605'THEN SET UPRIGHT AGAIN BY A NEARBY RESIDENT.  A NEW AZIMUTH
 SL1605'MARK (REFERENCE MARK NO. 4) WAS SET AND THE DISK WAS REMOVED
 SL1605'FROM THE 1964 AZIMUTH MARK.  POLARIS WAS OBSERVED AS THERE WERE
 SL1605'NO STATIONS VISIBLE FROM THE GROUND.
 SL1605'
 SL1605'A NEW DESCRIPTION FOLLOWS--
 SL1605'
 SL1605'THE STATION IS LOCATED IN SEC. 23, T 147 N, R 50 W, ABOUT 5
 SL1605'MILES SOUTH AND 5 MILES EAST OF BUXTON, AND 4 MILES EAST AND
 SL1605'1 MILE NORTH OF CUMMINGS, IN THE FARMSTEAD ON PROPERTY OF
 SL1605'MR. CARL W. OLSON.
 SL1605'
 SL1605'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 SL1605'COUNTY ROAD 81 (OLD U.S. HIGHWAY 81) AT THE EAST EDGE OF
 SL1605'HILLSBORO, GO NORTH ON COUNTY ROAD 81 FOR 6.5 MILES TO THE JUNCTION
 SL1605'WITH STATE HIGHWAY 200 LEADING WEST, CONTINUE NORTH ON COUNTY
 SL1605'ROAD 81 FOR 1.0 MILE TO A CROSSROAD, AND THE COMMUNITY OF
 SL1605'CUMMINGS ABOUT 1/2 MILE TO THE WEST, CONTINUE NORTH ON COUNTY
 SL1605'ROAD 81 FOR 1.0 MILE TO A GRAVELED CROSSROAD AND A LARGE
 SL1605'ELECTRIC TRANSFORMER IN TH SOUTHEAST CORNER, TURN RIGHT AND
 SL1605'GO EAST ON COUNTY ROAD 17 FOR 3.0 MILES TO A CROSSROAD AND
 SL1605'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST
 SL1605'FOR 0.55 MILE TO THE OLSON FARMSTEAD ON THE LEFT AND THE
 SL1605'STATION AS DESCRIBED.
 SL1605'
 SL1605'THE STATION MARK IS A STANDARD DISK STAMPED ERVIN 1954, SET IN
 SL1605'A SQUARE CONCRETE MONUMENT 2-INCHES BELOW GROUND SURFACE.
 SL1605'IT IS IN A GRASS LOT, 219 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 SL1605'CORNER OF THE HOUSE, 141 FEET NORTHWEST OF A FENCE CORNER,
 SL1605'135 FEET NORTH OF THE CENTR OF COUNTY ROAD 17, 35 FEET SOUTHWEST
 SL1605'OF THE SOUTHWEST CORNER OF A SHELTER BELT, ALONG THE SOUTHWEST
 SL1605'EDGE OF A SMALL DRAINAGE DITCH, AND 1.4 FEET SOUTH F A METAL
 SL1605'WITNESS POST.
 SL1605'
 SL1605'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ERVIN NO 1 1954,
 SL1605'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 SL1605'IT IS 124 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 SL1605'104 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 57 FEET
 SL1605'NORTH OF A FENCE CORNER, IN THE NORTH-SOUTH FENCE LINE.
 SL1605'
 SL1605'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED ERVIN NO 3 1954,
 SL1605'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 SL1605'IT IS AT THE WEST EDGE OF A SHELTER BELT, 210 FEET NORTH OF
 SL1605'THE CENTER OF THE COUNTY ROAD, 91 FEET WEST OF A FENCE, AND 63
 SL1605'FEET NORTH OF THE SOUTH EDGE OF THE SHELTER BELT.
 SL1605'
 SL1605'THE AZIMUTH MARK (REFERENCE MARK NO. 4) IS A STANDARD DISK
 SL1605'STAMPED ERVIN 1954 NO 4 1973, SET IN A ROUND CONCRETE MONUMENT
 SL1605'WHICH PROJECTS 6-INCHES.  IT IS IN THE SOUTHWEST CORNER OF
 SL1605'A CROSSROAD INTERSECTION, 66 FEET SOUTH OF THE CENTER OF COUNTY
 SL1605'ROAD 17, 36 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 SL1605'8 FEET SOUTH OF A POWER POLE ANCHOR, 6 FEET NORTH OF THE POWER
 SL1605'POLE, 3.5 FEET EAST OF A SIGN, HIGHLAND LUTHERAN CHURCH, AND
 SL1605'1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 SL1605'
 SL1605'THE MEASUREMENTS TO THE REFERENCE MARKS DIFFERED BY 0.04
 SL1605'AND 0.05 FOOT BUT THE ANGLE CHECKED VERY GOOD.  THE WIND WAS
 SL1605'BLOWING HARD AT THE TIME THE MARKS WERE MEASURED WHICH MAY
 SL1605'HAVE CAUSED SOME OF THE DIFFERENCE.  THE DISTANCE BETWEEN
 SL1605'THE REFERENCE MARKS WAS NOT MEASURED CLOSE DUE TO A TREE ON
 SL1605'LINE.
 SL1605'
 SL1605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 SL1605'MILES ENE OF CUMMINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0647 ***********************************************************************
 RQ0647  DESIGNATION -  ERWIN MATTSONS BARN VENTILATOR
 RQ0647  PID         -  RQ0647
 RQ0647  STATE/COUNTY-  ND/DICKEY
 RQ0647  USGS QUAD   -  LAMOURE (1978)
 RQ0647
 RQ0647                         *CURRENT SURVEY CONTROL
 RQ0647  ___________________________________________________________________
 RQ0647* NAD 83(1996)-  46 16 37.40013(N)    098 16 27.53045(W)     ADJUSTED  
 RQ0647* NAVD 88     -                                                        
 RQ0647  ___________________________________________________________________
 RQ0647  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 RQ0647  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 RQ0647
 RQ0647  HORZ ORDER  -  THIRD
 RQ0647
 RQ0647.The horizontal coordinates were established by classical geodetic methods
 RQ0647.and adjusted by the National Geodetic Survey in January 1998..
 RQ0647
 RQ0647
 RQ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0647
 RQ0647.The geoid height was determined by GEOID03.
 RQ0647
 RQ0647;                    North         East     Units Scale Factor Converg.
 RQ0647;SPC ND S     -    70,278.820   771,520.555   MT  0.99998289   +1 37 24.2
 RQ0647;SPC ND S     -   230,573.56  2,531,235.42   iFT  0.99998289   +1 37 24.2
 RQ0647;UTM  14      - 5,125,086.907   555,910.362   MT  0.99963843   +0 31 28.1
 RQ0647
 RQ0647                          SUPERSEDED SURVEY CONTROL
 RQ0647
 RQ0647  NAD 83(1986)-  46 16 37.40558(N)    098 16 27.52445(W) AD(       ) 4
 RQ0647  NAD 27      -  46 16 37.54200(N)    098 16 26.17000(W) AD(       ) 3
 RQ0647
 RQ0647.Superseded values are not recommended for survey control.
 RQ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0647.See file dsdata.txt to determine how the superseded data were derived.
 RQ0647
 RQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5591025087(NAD 83)
 RQ0647_MARKER: 94 = ROOFTOP VENTILATOR
 RQ0647
 RQ0647  HISTORY     - Date     Condition        Report By
 RQ0647  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0647
 RQ0647                          STATION DESCRIPTION
 RQ0647
 RQ0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0647'THE STATION IS THE METAL VENTILATOR ATOP A SMALL RED BARN
 RQ0647'LOCATED ABOUT 6.5 MILES SOUTH OF LA MOURE AND 1 MILE WEST OF
 RQ0647'THE JAMES RIVER ON THE FARM OF ERWIN MATTSON.  THE VENTILATOR
 RQ0647'IS APPROXIMATELY 35 FEET HIGH.
 RQ0647'
 RQ0647'THIS STATION WAS LOCATED BY SPECIAL REQUEST OF THE U.S. GEOLOGICAL
 RQ0647'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1563 ***********************************************************************
 TE1563  DESIGNATION -  ES 51
 TE1563  PID         -  TE1563
 TE1563  STATE/COUNTY-  ND/RAMSEY
 TE1563  USGS QUAD   -  CRARY (1994)
 TE1563
 TE1563                         *CURRENT SURVEY CONTROL
 TE1563  ___________________________________________________________________
 TE1563* NAD 83(1986)-  48 02 58.     (N)    098 38 20.     (W)     SCALED    
 TE1563* NAVD 88     -       454.365  (meters)    1490.70   (feet)  ADJUSTED  
 TE1563  ___________________________________________________________________
 TE1563  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 TE1563  DYNAMIC HT  -         454.437 (meters)    1490.93  (feet)  COMP
 TE1563  MODELED GRAV-     980,755.6   (mgal)                       NAVD 88
 TE1563
 TE1563  VERT ORDER  -  FIRST     CLASS II
 TE1563
 TE1563.The horizontal coordinates were scaled from a topographic map and have
 TE1563.an estimated accuracy of +/- 6 seconds.
 TE1563
 TE1563.The orthometric height was determined by differential leveling
 TE1563.and adjusted by the National Geodetic Survey in June 1991..
 TE1563
 TE1563.The geoid height was determined by GEOID03.
 TE1563
 TE1563.The dynamic height is computed by dividing the NAVD 88
 TE1563.geopotential number by the normal gravity value computed on the
 TE1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1563.degrees latitude (g = 980.6199 gals.).
 TE1563
 TE1563.The modeled gravity was interpolated from observed gravity values.
 TE1563
 TE1563;                    North         East    Units  Estimated Accuracy
 TE1563;SPC ND N     -   118,360.      738,730.      MT  (+/- 180 meters Scaled)
 TE1563
 TE1563                          SUPERSEDED SURVEY CONTROL
 TE1563
 TE1563.No superseded survey control is available for this station.
 TE1563
 TE1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU269218(NAD 83)
 TE1563_MARKER: DD = SURVEY DISK
 TE1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1563_SP_SET: CONCRETE POST
 TE1563_STAMPING: ES 51 1949 1490 FT
 TE1563_MARK LOGO: USGS  
 TE1563_PROJECTION: FLUSH
 TE1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1563+STABILITY: SURFACE MOTION
 TE1563
 TE1563  HISTORY     - Date     Condition        Report By
 TE1563  HISTORY     - 1949     MONUMENTED       USGS
 TE1563  HISTORY     - 1982     GOOD             NGS
 TE1563
 TE1563                          STATION DESCRIPTION
 TE1563
 TE1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1563'19.8 KM (12.25 MI) EAST FROM DEVILS LAKE.
 TE1563'19.8 KM (12.25 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1563'STATE HIGHWAY 20 IN DEVILS LAKE, TO A COUNTRY ROAD LEADING NORTH TO
 TE1563'THE SMALL TOWN OF CRARY, ALSO 23.45 KM (14.5 MI) WEST ALONG U.S.
 TE1563'HIGHWAY 2 FROM THE JUNCTION OF COUNTY ROAD 1 IN LAKOTA, 60.8 METERS
 TE1563'(199.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 TE1563'HIGHWAY, 29.2 METERS (96.5 FT) WEST OF THE CENTER OF THE ROAD,
 TE1563'2.1 METERS (7.0 FT) SOUTHWEST OF A RIGHT-OF-WAY MARKER, AND 0.3 METER
 TE1563'(1.0 FT) NORTH OF A POWER POLE WITH 2 GUY WIRES.
 TE1563'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0789 ***********************************************************************
 TE0789  DESIGNATION -  ES 52
 TE0789  PID         -  TE0789
 TE0789  STATE/COUNTY-  ND/RAMSEY
 TE0789  USGS QUAD   -  CRARY (1994)
 TE0789
 TE0789                         *CURRENT SURVEY CONTROL
 TE0789  ___________________________________________________________________
 TE0789* NAD 83(1986)-  48 06 30.     (N)    098 38 15.     (W)     SCALED    
 TE0789* NAVD 88     -       456.239  (meters)    1496.84   (feet)  ADJUSTED  
 TE0789  ___________________________________________________________________
 TE0789  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 TE0789  DYNAMIC HT  -         456.315 (meters)    1497.09  (feet)  COMP
 TE0789  MODELED GRAV-     980,765.5   (mgal)                       NAVD 88
 TE0789
 TE0789  VERT ORDER  -  SECOND    CLASS 0
 TE0789
 TE0789.The horizontal coordinates were scaled from a topographic map and have
 TE0789.an estimated accuracy of +/- 6 seconds.
 TE0789
 TE0789.The orthometric height was determined by differential leveling
 TE0789.and adjusted by the National Geodetic Survey in June 1991..
 TE0789
 TE0789.The geoid height was determined by GEOID03.
 TE0789
 TE0789.The dynamic height is computed by dividing the NAVD 88
 TE0789.geopotential number by the normal gravity value computed on the
 TE0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0789.degrees latitude (g = 980.6199 gals.).
 TE0789
 TE0789.The modeled gravity was interpolated from observed gravity values.
 TE0789
 TE0789;                    North         East    Units  Estimated Accuracy
 TE0789;SPC ND N     -   124,900.      738,680.      MT  (+/- 180 meters Scaled)
 TE0789
 TE0789                          SUPERSEDED SURVEY CONTROL
 TE0789
 TE0789  NGVD 29 (??/??/92)  455.859  (m)         1495.60   (f) ADJ UNCH    2 0
 TE0789
 TE0789.Superseded values are not recommended for survey control.
 TE0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0789.See file dsdata.txt to determine how the superseded data were derived.
 TE0789
 TE0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU269284(NAD 83)
 TE0789_MARKER: DD = SURVEY DISK
 TE0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0789_STAMPING: 1496 ES 52 1949
 TE0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0789+STABILITY: SURFACE MOTION
 TE0789
 TE0789  HISTORY     - Date     Condition        Report By
 TE0789  HISTORY     - 1949     MONUMENTED       USGS
 TE0789  HISTORY     - 1963     GOOD             NGS
 TE0789
 TE0789                          STATION DESCRIPTION
 TE0789
 TE0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0789'2.5 MI N FROM CRARY.
 TE0789'ABOUT 2.5 MILES NORTH ALONG COUNTY ROAD 2 FROM THE GREAT NORTHERN
 TE0789'RAILWAY STATION AT CRARY, IN S 33, R 62 W, T 154 N, AT THE
 TE0789'INTERSECTION OF A GRAVELED ROAD LEADING NORTH AND A DIRT ROAD LEADING
 TE0789'EAST, 227 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH AT THE
 TE0789'JUNCTION OF THE NORTH LEG OF COUNTY ROAD 2 LEADING WEST, 203 FEET
 TE0789'NORTH OF THE CENTERLINE OF THE DIRT ROAD, 168 FEET NORTHEAST OF A
 TE0789'TELEPHONE POLE, 10.5 FEET WEST OF THE WEST EDGE OF THE BASEMENT TO A
 TE0789'HOUSE THAT HAS BEEN REMOVED, 1.2 FEET SOUTH OF A METAL WITNESS POST,
 TE0789'ABOUT LEVEL WITH THE ROAD LEADING NORTH, AND SET IN THE TOP OF A
 TE0789'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2038 ***********************************************************************
 TE2038  DESIGNATION -  ESMOND
 TE2038  PID         -  TE2038
 TE2038  STATE/COUNTY-  ND/BENSON
 TE2038  USGS QUAD   -  HARLOW SW (1958)
 TE2038
 TE2038                         *CURRENT SURVEY CONTROL
 TE2038  ___________________________________________________________________
 TE2038* NAD 83(1996)-  48 06 22.89667(N)    099 44 10.24840(W)     ADJUSTED  
 TE2038* NAVD 88     -       513.03   (+/-2cm)    1683.2    (feet)  VERTCON   
 TE2038  ___________________________________________________________________
 TE2038  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 TE2038  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 TE2038
 TE2038  HORZ ORDER  -  FIRST
 TE2038  VERT ORDER  -  THIRD ? (See Below)
 TE2038
 TE2038.The horizontal coordinates were established by classical geodetic methods
 TE2038.and adjusted by the National Geodetic Survey in January 1998..
 TE2038
 TE2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2038.The vertical order pertains to the NGVD 29 superseded value.
 TE2038
 TE2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2038
 TE2038.The geoid height was determined by GEOID03.
 TE2038
 TE2038;                    North         East     Units Scale Factor Converg.
 TE2038;SPC ND N     -   123,288.297   656,878.490   MT  0.99993591   +0 34 06.2
 TE2038;SPC ND N     -   404,489.16  2,155,113.16   iFT  0.99993591   +0 34 06.2
 TE2038;UTM  14      - 5,328,383.912   445,197.408   MT  0.99963690   -0 32 52.9
 TE2038
 TE2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2038!SPC ND N     -   0.99992310  x   0.99993591  =   0.99985902
 TE2038!UTM  14      -   0.99992310  x   0.99963690  =   0.99956003
 TE2038
 TE2038|---------------------------------------------------------------------|
 TE2038| PID    Reference Object                     Distance      Geod. Az  |
 TE2038|                                                           dddmmss.s |
 TE2038| TE2303 ESMOND RM 1                         109.778 METERS 17446     |
 TE2038| TE2301 ESMOND AZ MK                                       2035602.4 |
 TE2038| TE2302 ESMOND RM 2                         130.381 METERS 21610     |
 TE2038| TE2040 LUTHERAN CHURCH SPIRE               366.465 METERS 24037     |
 TE2038|---------------------------------------------------------------------|
 TE2038
 TE2038                          SUPERSEDED SURVEY CONTROL
 TE2038
 TE2038  NAD 83(1986)-  48 06 22.89870(N)    099 44 10.24941(W) AD(       ) 1
 TE2038  NAD 27      -  48 06 22.88060(N)    099 44 08.78450(W) AD(       ) 1
 TE2038  NGVD 29 (07/19/86)  512.67   (m)         1682.0    (f) LEVELING    3  
 TE2038
 TE2038.Superseded values are not recommended for survey control.
 TE2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2038.See file dsdata.txt to determine how the superseded data were derived.
 TE2038
 TE2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4519728384(NAD 83)
 TE2038_MARKER: DS = TRIANGULATION STATION DISK
 TE2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2038
 TE2038  HISTORY     - Date     Condition        Report By
 TE2038  HISTORY     - 1946     MONUMENTED       CGS
 TE2038
 TE2038                          STATION DESCRIPTION
 TE2038
 TE2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2038'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF THE
 TE2038'SMALL VILLAGE OF ESMOND, 0.25 MILE NORTHEAST OF THE LUTHERAN
 TE2038'CHURCH AND ON THE SUMMIT OF A PROMINENT HILL THAT IS UNDER
 TE2038'CULTIVATION.  THE SURFACE STATION MARK IS 12-INCHES BELOW
 TE2038'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ESMOND 1946.
 TE2038'
 TE2038'REFERENCE MARK NO. 1 IS 356.85 FEET SOUTH OF THE STATION, 2
 TE2038'FEET EAST OF THE NORTHEAST FENCE CORNER POST OF PASTURE LAND
 TE2038'AND ABOUT 25 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TE2038'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED ESMOND NO 1
 TE2038'1946.
 TE2038'
 TE2038'REFERENCE MARK NO. 2 IS 427.76 FEET SOUTHWEST OF THE STATION, 3
 TE2038'FEET NORTHEAST OF A WITNESS POST, 1 FOOT NORTH OF AN EAST - WEST
 TE2038'FENCE LINE AND ABOUT 30 FEET LOWER IN ELEVATION THAN THE STATION
 TE2038'MARK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 TE2038'STAMPED ESMOND NO 2 1946.
 TE2038'
 TE2038'THE AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION, 90
 TE2038'FEET EAST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE ROAD,
 TE2038'3 FEET EAST OF A WITNESS POST AND IN AN EAST - WEST FENCE
 TE2038'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ESMOND
 TE2038'1946.
 TE2038'
 TE2038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30
 TE2038'AND 19 WHICH IS ABOUT 12 MILES WEST OF THE VILLAGE OF MINNEWAUKAN,
 TE2038'GO WEST FOR 10 MILES TO A CROSSROAD OR 4 MILES PAST THE ISABEL
 TE2038'SCHOOL ON THE RIGHT.  HERE TURN RIGHT ON DIRT ROAD AND GO NORTH
 TE2038'FOR 2.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TE2038'CONTINUE ON NORTH FOR 0.1 MILE TO LUTHERAN CHURCH ON THE LEFT
 TE2038'AND A WIRE GATE ON THE RIGHT, PASS THROUGH GATE AND GO EAST
 TE2038'ACROSS PASTURE FOR 0.15 MILE TO A NORTH - SOUTH FENCE LINE.
 TE2038'HERE CROSS FENCE AND GO NORTH FOR 0.05 MILE TO THE SUMMIT OF
 TE2038'HILL AND STATION AS DESCRIBED.
 TE2038'
 TE2038'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2047 ***********************************************************************
 TE2047  DESIGNATION -  ESMOND ELEMENTARY SCH BELFRY
 TE2047  PID         -  TE2047
 TE2047  STATE/COUNTY-  ND/BENSON
 TE2047  USGS QUAD   -  ESMOND (1958)
 TE2047
 TE2047                         *CURRENT SURVEY CONTROL
 TE2047  ___________________________________________________________________
 TE2047* NAD 83(1996)-  48 02 14.35084(N)    099 45 44.41098(W)     ADJUSTED  
 TE2047* NAVD 88     -                                                        
 TE2047  ___________________________________________________________________
 TE2047  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 TE2047  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 TE2047
 TE2047  HORZ ORDER  -  THIRD
 TE2047
 TE2047.The horizontal coordinates were established by classical geodetic methods
 TE2047.and adjusted by the National Geodetic Survey in January 1998..
 TE2047
 TE2047
 TE2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2047
 TE2047.The geoid height was determined by GEOID03.
 TE2047
 TE2047;                    North         East     Units Scale Factor Converg.
 TE2047;SPC ND N     -   115,593.417   655,004.342   MT  0.99993618   +0 32 56.1
 TE2047;SPC ND N     -   379,243.49  2,148,964.38   iFT  0.99993618   +0 32 56.1
 TE2047;UTM  14      - 5,320,729.277   443,174.335   MT  0.99963968   -0 34 00.7
 TE2047
 TE2047                          SUPERSEDED SURVEY CONTROL
 TE2047
 TE2047  NAD 83(1986)-  48 02 14.35303(N)    099 45 44.41187(W) AD(       ) 4
 TE2047  NAD 27      -  48 02 14.32800(N)    099 45 42.94100(W) AD(       ) 3
 TE2047
 TE2047.Superseded values are not recommended for survey control.
 TE2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2047.See file dsdata.txt to determine how the superseded data were derived.
 TE2047
 TE2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4317420729(NAD 83)
 TE2047_MARKER: 62 = FLAGPOLE
 TE2047
 TE2047  HISTORY     - Date     Condition        Report By
 TE2047  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2047
 TE2047                          STATION DESCRIPTION
 TE2047
 TE2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2047'THE SCHOOL BUILDING IS LOCATED IN THE NORTHEAST SECTION OF THE
 TE2047'SMALL TOWN OF ESMOND, IN THE NORTHWEST CORNER OF A T ROAD
 TE2047'INTERSECTION.  IT IS ABOUT 100 FEET EAST OF THE HIGH SCHOOL
 TE2047'BUILDING.
 TE2047'
 TE2047'THE BUILDING IS OF WHITE WOOD CONSTRUCTION, 2 STORYS HIGH AND
 TE2047'44 FEET WIDE AND 20 FEET LONG.  THE BELFRY IS LOCATED IN THE
 TE2047'CENTER OF THE BUILDING ON THE HIGHEST POINT.
 TE2047'
 TE2047'THE POINT INTERSECTED WAS THE FLAGPOLE ON TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2048 ***********************************************************************
 TE2048  DESIGNATION -  ESMOND EVAN LUTH CH STEEPLE
 TE2048  PID         -  TE2048
 TE2048  STATE/COUNTY-  ND/BENSON
 TE2048  USGS QUAD   -  ESMOND (1958)
 TE2048
 TE2048                         *CURRENT SURVEY CONTROL
 TE2048  ___________________________________________________________________
 TE2048* NAD 83(1996)-  48 02 12.27276(N)    099 45 43.21168(W)     ADJUSTED  
 TE2048* NAVD 88     -                                                        
 TE2048  ___________________________________________________________________
 TE2048  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 TE2048  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 TE2048
 TE2048  HORZ ORDER  -  THIRD
 TE2048
 TE2048.The horizontal coordinates were established by classical geodetic methods
 TE2048.and adjusted by the National Geodetic Survey in January 1998..
 TE2048
 TE2048
 TE2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2048
 TE2048.The geoid height was determined by GEOID03.
 TE2048
 TE2048;                    North         East     Units Scale Factor Converg.
 TE2048;SPC ND N     -   115,529.478   655,029.797   MT  0.99993619   +0 32 57.0
 TE2048;SPC ND N     -   379,033.72  2,149,047.89   iFT  0.99993619   +0 32 57.0
 TE2048;UTM  14      - 5,320,664.873   443,198.533   MT  0.99963964   -0 33 59.8
 TE2048
 TE2048                          SUPERSEDED SURVEY CONTROL
 TE2048
 TE2048  NAD 83(1986)-  48 02 12.27496(N)    099 45 43.21263(W) AD(       ) 4
 TE2048  NAD 27      -  48 02 12.25000(N)    099 45 41.74300(W) AD(       ) 3
 TE2048
 TE2048.Superseded values are not recommended for survey control.
 TE2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2048.See file dsdata.txt to determine how the superseded data were derived.
 TE2048
 TE2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4319920665(NAD 83)
 TE2048
 TE2048  HISTORY     - Date     Condition        Report By
 TE2048  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2048  HISTORY     - 1967     GOOD             CGS
 TE2048
 TE2048                          STATION DESCRIPTION
 TE2048
 TE2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2048'THE CHURCH IS LOCATED IN THE NORTHEAST SECTION OF THE SMALL
 TE2048'TOWN OF ESMOND IS THE SOUTHWEST CORNER OF A T ROAD INTERSECTION.
 TE2048'
 TE2048'THE BUILDING IS OF WHITE WOODEN CONSTRUCTION AND HAS A GRAY
 TE2048'ROOF.  THE STEEPLE IS ON THE EAST END OF THE BUILDING AND IS
 TE2048'ABOUT 75 FEET HIGH.  THE BUILDING IS ABOUT 80 FEET LONG AND 35
 TE2048'FEET WIDE.
 TE2048'
 TE2048'THE POINT INTERSECTED WAS THE PEAK OF THE STEEPLE.
 TE2048
 TE2048                          STATION RECOVERY (1967)
 TE2048
 TE2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE2048'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0565 ***********************************************************************
 QR0565  DESIGNATION -  ESTEE
 QR0565  PID         -  QR0565
 QR0565  STATE/COUNTY-  ND/DICKEY
 QR0565  USGS QUAD   -  HECLA (1956)
 QR0565
 QR0565                         *CURRENT SURVEY CONTROL
 QR0565  ___________________________________________________________________
 QR0565* NAD 83(1996)-  45 56 12.66561(N)    098 14 55.60077(W)     ADJUSTED  
 QR0565* NAVD 88     -       414.79   (+/-2cm)    1360.9    (feet)  VERTCON   
 QR0565  ___________________________________________________________________
 QR0565  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 QR0565  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 QR0565
 QR0565  HORZ ORDER  -  FIRST
 QR0565  VERT ORDER  -  THIRD ? (See Below)
 QR0565
 QR0565.The horizontal coordinates were established by classical geodetic methods
 QR0565.and adjusted by the National Geodetic Survey in January 1998..
 QR0565
 QR0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0565.The vertical order pertains to the NGVD 29 superseded value.
 QR0565
 QR0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0565
 QR0565.The geoid height was determined by GEOID03.
 QR0565
 QR0565;                    North         East     Units Scale Factor Converg.
 QR0565;SPC ND S     -    32,534.931   774,571.512   MT  1.00005756   +1 38 31.2
 QR0565;SPC ND S     -   106,741.90  2,541,245.12   iFT  1.00005756   +1 38 31.2
 QR0565;SPC SD N     -   235,231.718   735,807.070   MT  1.00005882   +1 14 21.9
 QR0565;SPC SD N     -   771,756.06  2,414,060.36   sFT  1.00005882   +1 14 21.9
 QR0565;UTM  14      - 5,087,305.642   558,234.944   MT  0.99964169   +0 32 23.4
 QR0565
 QR0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0565!SPC ND S     -   0.99993888  x   1.00005756  =   0.99999643
 QR0565!SPC SD N     -   0.99993888  x   1.00005882  =   0.99999769
 QR0565!UTM  14      -   0.99993888  x   0.99964169  =   0.99958059
 QR0565
 QR0565|---------------------------------------------------------------------|
 QR0565| PID    Reference Object                     Distance      Geod. Az  |
 QR0565|                                                           dddmmss.s |
 QR0565| CO4912 ESTEE RM 1                          166.537 METERS 05115     |
 QR0565| CO4911 ESTEE AZ MK                                        0662932.1 |
 QR0565| CO4913 ESTEE RM 2                          128.199 METERS 09314     |
 QR0565| CO4914 ESTEE RM 3                                         11157     |
 QR0565| QR0567 METER                               APPROX.10.7 KM 2713038.1 |
 QR0565|---------------------------------------------------------------------|
 QR0565
 QR0565                          SUPERSEDED SURVEY CONTROL
 QR0565
 QR0565  NAD 83(1986)-  45 56 12.67451(N)    098 14 55.60054(W) AD(       ) 1
 QR0565  NAD 27      -  45 56 12.76700(N)    098 14 54.23400(W) AD(       ) 1
 QR0565  NGVD 29 (07/19/86)  414.46   (m)         1359.8    (f) LEVELING    3  
 QR0565
 QR0565.Superseded values are not recommended for survey control.
 QR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0565.See file dsdata.txt to determine how the superseded data were derived.
 QR0565
 QR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR5823587306(NAD 83)
 QR0565_MARKER: DS = TRIANGULATION STATION DISK
 QR0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0565_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QR0565
 QR0565  HISTORY     - Date     Condition        Report By
 QR0565  HISTORY     - 1934     MONUMENTED       CGS
 QR0565  HISTORY     - 1951     GOOD             CGS
 QR0565  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0565  HISTORY     - 1976     GOOD             NGS
 QR0565
 QR0565                          STATION DESCRIPTION
 QR0565
 QR0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0565'STATION IS LOCATED IN THE SW 1/4 SEC. 31, T 129 N, R 60 W,
 QR0565'ABOUT 5 MILES S AND 0.5 MILE W OF GUELPH ON A LOW KNOLL,
 QR0565'HIGHEST GROUND IN THE IMMEDIATE VICINITY, NEAR A SMALL RED
 QR0565'GRANARY ALONE IN FIELD ON PROPERTY OWNED BY MR. ESTEE OF
 QR0565'HECLA, SOUTH DAKOTA.  MARK IS SET 8 FEET N OF N END OF GRANARY
 QR0565'AND IS ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.
 QR0565'
 QR0565'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0565'BRONZE DISKS SET IN CONCRETE.
 QR0565'
 QR0565'REFERENCE MARK NO. 1 IS NE OF STATION 546.38 FEET SET IN N-S
 QR0565'FENCE LINE.
 QR0565'
 QR0565'REFERENCE MARK NO. 2 IS E OF STATION 420.60 FEET SET IN N-S
 QR0565'FENCE LINE.
 QR0565'
 QR0565'AZIMUTH MARK IS ABOUT 0.55 MILE NE OF STATION, AND IS REACHED
 QR0565'FROM STATION BY GOING S 0.05 MILE TO BOUNDARY LINE ROAD, THEN
 QR0565'E 0.5 MILE TO GRAVEL ROAD, THENCE N 0.25 MILE TO MARK SET
 QR0565'IN N-S FENCE LINE ON W SIDE OF ROAD, 31 FEET FROM CENTER LINE
 QR0565'OF ROAD.
 QR0565'
 QR0565'STATION IS REACHED FROM POST OFFICE IN GUELPH BY GOING S
 QR0565'6.0 MILES TO WHERE ROAD TURNS E, HERE TURN LEFT ON DIRT ROAD
 QR0565'AND GO 0.5 MILE TO ROAD LEADING TO GRANARY, TURN N AND GO
 QR0565'0.05 MILE TO STATION ON N SIDE OF GRANARY.
 QR0565'
 QR0565'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0565
 QR0565                          STATION RECOVERY (1951)
 QR0565
 QR0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CL)
 QR0565'LETTER OF MR. A.T. JOHNSON, COUNTY AUDITOR, DICKEY COUNTY,
 QR0565'ELLENDALE, NORTH DAKOTA DATED OCTOBER 11, 1951--
 QR0565'
 QR0565'AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.
 QR0565'
 QR0565'REFERENCE MARK DISK STAMPED ESTEE AZI 1934 RECEIVED AT THIS
 QR0565'OFFICE NOVEMBER 2, 1951.
 QR0565
 QR0565                          STATION RECOVERY (1974)
 QR0565
 QR0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0565'STATION WAS NOT DUG FOR.  REFERENCE MARK 2 WAS FOUND TO BE IN
 QR0565'THE MIDDLE OF A NORTH-SOUTH FARM ROAD.  1934 ROUTE DESCRIPTION
 QR0565'IS ADEQUATE EXCEPT SMALL RED GRANARY IS NO LONGER STANDING.
 QR0565
 QR0565                          STATION RECOVERY (1976)
 QR0565
 QR0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QR0565'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 QR0565'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS COVERED BY BLOWING
 QR0565'DIRT, REFERENCE MARKS NO. 2 WAS PROJECTING ABOUT 8-INCHES IN THE
 QR0565'CENTER OF A FIELD ROAD.  BOTH REFERENCE MARK MONUMENTS WERE
 QR0565'SCARRED FROM BEING HIT BY FARM MACHINERY, BUT THE DIRECTIONS
 QR0565'CHECKED GOOD.  THE AZIMUTH MARK WAS PREVIOUSLY REPORTED DESTROYED,
 QR0565'A NEW AZIMUTH MARK WAS NOT SET AS OTHER STATIONS WERE NOT VISIBLE AT
 QR0565'THIS TIME.  REFERENCE MARK NO. 2 WAS REMOVED, THE BASE OF
 QR0565'THE MONUMENT IS STILL IN POSITION 22-INCHES BELOW GROUND SURFACE.
 QR0565'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 QR0565'
 QR0565'A NEW DESCRIPTION FOLLOWS--
 QR0565'
 QR0565'THE STATION IS LOCATED ABOUT 22 MILES SOUTHEAST OF ELLENDALE, AND 6
 QR0565'MILES SOUTH OF GUELPH, ON THE HIGHEST GROUND IN A CULTIVATED FIELD
 QR0565'ALONG THE NORTH SIDE OF THE STATE LINE ROAD, IN THE SW 1/4 OF SEC
 QR0565'31, T 129 N, R 60 W.  IT IS ABOUT 3/4 MILE SOUTHWEST OF THE
 QR0565'PROPERTY FARMSTEAD AND JUST NORTH OF WHERE COUNTY ROAD 50 LEADS
 QR0565'SOUTH.  THE PROPERTY IS OWNED BY MRS. CLARE (ELEANOR) OSHER, 1309
 QR0565'TERRACE PARK DRIVE, BETTENDORF, IOWA 52722, AND IS RENTED BY MR.
 QR0565'RICHARD PEDERSON - THE PEDERSON FAMILY HAVE RENTED THE
 QR0565'PROPERTY SINCE 1911.
 QR0565'
 QR0565'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 11 AND
 QR0565'COUNTY ROAD 12 WHICH IS ABOUT 1.0 MILE SOUTH OF GUELPH, GO SOUTH
 QR0565'ON COUNTY ROAD 12 FOR 5.05 MILES TO THE STATE LINE ROAD, TURN
 QR0565'RIGHT AND GO WEST ON THE STATE LINE ROAD 0.55 MILE TO THE JUNCTION
 QR0565'WITH COUNTY ROAD 50 LEADING SOUTH AND THE STATION MARK IN THE
 QR0565'FIELD ON THE RIGHT.
 QR0565'
 QR0565'THE STATION MARK IS A STANDARD DISK STAMPED ESTEE 1934 SET IN THE
 QR0565'TOP OF A ROUND CONCRETE MONUMENT 10-INCHES BELOW GROUND SURFACE.
 QR0565'IT IS 260 FEET NORTH OF THE CENTER OF THE STATE LINE ROAD FROM A
 QR0565'POINT ON LINE WITH THE CENTER OF THE ROAD LEADING SOUTH, AND 3
 QR0565'FEET WEST OF THE EXTENDED LINE OF THE CENTER OF THE ROAD LEADING
 QR0565'SOUTH.
 QR0565'
 QR0565'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ESTEE NO 1 1934,
 QR0565'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QR0565'4-INCHES.  IT IS 602 FEET NORTH OF THE CENTER OF THE STATE LINE
 QR0565'ROAD, 11.5 FEET EAST OF THE CENTER OF THE FIELD ROAD, 1.2 FEET
 QR0565'SOUTHWEST OF A METAL WITNESS POST, ALONG THE WEST EDGE OF A
 QR0565'NORTH-SOUTH SHELTER BELT.
 QR0565'
 QR0565'REFERNCE MARK NO. 3 IS A STANDARD DISK STAMPED ESTEE 1934 NO 3
 QR0565'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QR0565'4-INCHES.  IT IS ABOUT ON LINE WITH THE EAST EDGE OF THE
 QR0565'NORTH-SOUTH SHELTERBELT, 46 FEET NORTH OF THE CENTER OF THE STATE
 QR0565'LINE ROAD, 4 FEET WEST OF A FENCE CORNER, AND 1.5 FEET WEST OF A
 QR0565'METAL WITNESS POST.
 QR0565'
 QR0565'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 QR0565'WAS NOT MEASURED DUE TO TREES ON LINE.
 QR0565'
 QR0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 QR0565'SOUTH OF GUELPH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1954 ***********************************************************************
 TG1954  DESIGNATION -  ESTEVAN
 TG1954  PID         -  TG1954
 TG1954  STATE/COUNTY-  ND/BURKE
 TG1954  USGS QUAD   -  
 TG1954
 TG1954                         *CURRENT SURVEY CONTROL
 TG1954  ___________________________________________________________________
 TG1954* NAD 83(1996)-  49 00 13.96430(N)    102 51 14.93264(W)     ADJUSTED  
 TG1954* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 TG1954  ___________________________________________________________________
 TG1954  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TG1954  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG1954
 TG1954  HORZ ORDER  -  THIRD
 TG1954
 TG1954.The horizontal coordinates were established by classical geodetic methods
 TG1954.and adjusted by the National Geodetic Survey in January 1998..
 TG1954
 TG1954.The orthometric height was scaled from a topographic map.
 TG1954
 TG1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1954
 TG1954.The geoid height was determined by GEOID03.
 TG1954
 TG1954;                    North         East     Units Scale Factor Converg.
 TG1954;SPC ND N     -   225,442.360   427,771.803   MT  1.00006492   -1 45 06.5
 TG1954;SPC ND N     -   739,640.29  1,403,450.80   iFT  1.00006492   -1 45 06.5
 TG1954;UTM  13      - 5,430,105.539   656,935.774   MT  0.99990256   +1 37 11.7
 TG1954
 TG1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1954!SPC ND N     -   0.99991116  x   1.00006492  =   0.99997607
 TG1954!UTM  13      -   0.99991116  x   0.99990256  =   0.99981372
 TG1954
 TG1954:                Primary Azimuth Mark                     Grid Az
 TG1954:SPC ND N     -  SHORT                                    078 21 53.8
 TG1954:UTM  13      -  SHORT                                    074 59 35.6
 TG1954
 TG1954|---------------------------------------------------------------------|
 TG1954| PID    Reference Object                     Distance      Geod. Az  |
 TG1954|                                                           dddmmss.s |
 TG1954| TG2070 SHORT                               APPROX. 1.5 KM 0763647.3 |
 TG1954| TG2024 BOUNDARY MON 620 CD US              APPROX. 0.6 KM 1531559.4 |
 TG1954|---------------------------------------------------------------------|
 TG1954
 TG1954                          SUPERSEDED SURVEY CONTROL
 TG1954
 TG1954  NAD 83(1986)-  49 00 13.96440(N)    102 51 14.92771(W) AD(       ) 3
 TG1954
 TG1954.Superseded values are not recommended for survey control.
 TG1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1954.See file dsdata.txt to determine how the superseded data were derived.
 TG1954
 TG1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ5693630106(NAD 83)
 TG1954_MARKER: DD = SURVEY DISK
 TG1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1954
 TG1954  HISTORY     - Date     Condition        Report By
 TG1954  HISTORY     - 1910     MONUMENTED       CGS
 TG1954  HISTORY     - 1924     GOOD             GSC
 TG1954
 TG1954                          STATION DESCRIPTION
 TG1954
 TG1954'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1954'ABOUT 3-1/2 MILES EAST OF THE TOWN OF ESTEVAN, ON THE ONLY
 TG1954'PROMINENT HILL IN THE LOCALITY.  THE STATION IS IN SW 1/4 SEC.
 TG1954'17, T. 2, R. 7 W., SECOND MERIDIAN.
 TG1954'
 TG1954'STATION MARK--A STANDARD GEODETIC SURVEY OF CANADA STATION MARK.
 TG1954'THE REFERENCE MARK IS A DOMINION LANDS SURVEY POST AT THE CENTER
 TG1954'OF THE NORTH SIDE OF SEC. 8, T. 2, R. 7 W., 584.73 METERS FROM
 TG1954'THE STATION S 28 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1191 ***********************************************************************
 TD1191  DESIGNATION -  ET 1 DM
 TD1191  PID         -  TD1191
 TD1191  STATE/COUNTY-  ND/WALSH
 TD1191  USGS QUAD   -  GRAFTON (1960)
 TD1191
 TD1191                         *CURRENT SURVEY CONTROL
 TD1191  ___________________________________________________________________
 TD1191* NAD 83(1996)-  48 23 00.20791(N)    097 26 45.44739(W)     ADJUSTED  
 TD1191* NAVD 88     -       254.8    (meters)     836.     (feet)  VERTCON   
 TD1191  ___________________________________________________________________
 TD1191  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 TD1191  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 TD1191
 TD1191  HORZ ORDER  -  THIRD
 TD1191  VERT ORDER  -  THIRD ? (See Below)
 TD1191
 TD1191.The horizontal coordinates were established by classical geodetic methods
 TD1191.and adjusted by the National Geodetic Survey in January 1998..
 TD1191
 TD1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1191.The vertical order pertains to the NGVD 29 superseded value.
 TD1191
 TD1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1191
 TD1191.The geoid height was determined by GEOID03.
 TD1191
 TD1191;                    North         East     Units Scale Factor Converg.
 TD1191;SPC ND N     -   158,294.375   826,144.478   MT  0.99994941   +2 16 21.4
 TD1191;SPC ND N     -   519,338.50  2,710,447.76   iFT  0.99994941   +2 16 21.4
 TD1191;UTM  14      - 5,360,080.689   615,061.407   MT  0.99976266   +1 09 43.0
 TD1191
 TD1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1191!SPC ND N     -   0.99996421  x   0.99994941  =   0.99991362
 TD1191!UTM  14      -   0.99996421  x   0.99976266  =   0.99972688
 TD1191
 TD1191:                Primary Azimuth Mark                     Grid Az
 TD1191:SPC ND N     -  STA 55                                   087 24 16.8
 TD1191:UTM  14      -  STA 55                                   088 30 55.2
 TD1191
 TD1191|---------------------------------------------------------------------|
 TD1191| PID    Reference Object                     Distance      Geod. Az  |
 TD1191|                                                           dddmmss.s |
 TD1191| TD1189 STA 55                              APPROX. 1.5 KM 0894038.2 |
 TD1191|---------------------------------------------------------------------|
 TD1191
 TD1191                          SUPERSEDED SURVEY CONTROL
 TD1191
 TD1191  NAD 83(1986)-  48 23 00.20889(N)    097 26 45.43577(W) AD(       ) 3
 TD1191  NAD 27      -  48 23 00.26843(N)    097 26 44.10707(W) AD(       ) 3
 TD1191  NGVD 29 (07/19/86)  254.5    (m)          835.     (f) LEVELING    3  
 TD1191
 TD1191.Superseded values are not recommended for survey control.
 TD1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1191.See file dsdata.txt to determine how the superseded data were derived.
 TD1191
 TD1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1506160081(NAD 83)
 TD1191_MARKER: DE = TRAVERSE STATION DISK
 TD1191_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1191_STAMPING: ET 1 DM 1959
 TD1191_MARK LOGO: USGS  
 TD1191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1191
 TD1191  HISTORY     - Date     Condition        Report By
 TD1191  HISTORY     - 1959     MONUMENTED       USGS
 TD1191
 TD1191                          STATION DESCRIPTION
 TD1191
 TD1191'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1191'GRAFTON, 2.5 MI S. AND 2.0 MI W. OF, 51 FT S. AND 604 FT E. OF
 TD1191'CROSSROADS, NEAR THE COR. SECS. 26, 27, 34 AND 35, T. 157 N., R. 53
 TD1191'W., 10 FT W. OF POWER LINE POLE, IN A CONCRETE POST.  A STANDARD
 TD1191'TABLET STAMPED---ET 1 DM 1959---.  RADIO MAST 1.0 MI
 TD1191'DISTANT--N 08 DEG 51 MIN W.  GRAFTON M. W. T.--N 31 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1816 ***********************************************************************
 TG1816  DESIGNATION -  ET 1 DM
 TG1816  PID         -  TG1816
 TG1816  STATE/COUNTY-  ND/MCKENZIE
 TG1816  USGS QUAD   -  RAT LAKE SW (1981)
 TG1816
 TG1816                         *CURRENT SURVEY CONTROL
 TG1816  ___________________________________________________________________
 TG1816* NAD 83(1996)-  48 00 40.30144(N)    102 38 00.59982(W)     ADJUSTED  
 TG1816* NAVD 88     -       581.3    (meters)    1907.     (feet)  VERTCON   
 TG1816  ___________________________________________________________________
 TG1816  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 TG1816  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TG1816
 TG1816  HORZ ORDER  -  THIRD
 TG1816
 TG1816.The horizontal coordinates were established by classical geodetic methods
 TG1816.and adjusted by the National Geodetic Survey in January 1998..
 TG1816
 TG1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1816
 TG1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1816
 TG1816.The geoid height was determined by GEOID03.
 TG1816
 TG1816;                    North         East     Units Scale Factor Converg.
 TG1816;SPC ND N     -   114,630.336   440,851.709   MT  0.99993666   -1 35 15.4
 TG1816;SPC ND N     -   376,083.78  1,446,363.87   iFT  0.99993666   -1 35 15.4
 TG1816;UTM  13      - 5,320,254.264   676,486.857   MT  0.99998274   +1 45 33.9
 TG1816
 TG1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1816!SPC ND N     -   0.99991172  x   0.99993666  =   0.99984839
 TG1816!UTM  13      -   0.99991172  x   0.99998274  =   0.99989447
 TG1816
 TG1816:                Primary Azimuth Mark                     Grid Az
 TG1816:SPC ND N     -  STONYHILL                                042 41 03.0
 TG1816:UTM  13      -  STONYHILL                                039 20 13.7
 TG1816
 TG1816|---------------------------------------------------------------------|
 TG1816| PID    Reference Object                     Distance      Geod. Az  |
 TG1816|                                                           dddmmss.s |
 TG1816| TG0898 STONYHILL                           APPROX. 5.6 KM 0410547.6 |
 TG1816|---------------------------------------------------------------------|
 TG1816
 TG1816                          SUPERSEDED SURVEY CONTROL
 TG1816
 TG1816  NAD 83(1986)-  48 00 40.30183(N)    102 38 00.59716(W) AD(       ) 3
 TG1816  NAD 27      -  48 00 40.23243(N)    102 37 58.93438(W) AD(       ) 3
 TG1816  NGVD 29 (07/19/86)  580.8    (m)         1906.     (f) VERT ANG       
 TG1816
 TG1816.Superseded values are not recommended for survey control.
 TG1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1816.See file dsdata.txt to determine how the superseded data were derived.
 TG1816
 TG1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP7648720254(NAD 83)
 TG1816_MARKER: DE = TRAVERSE STATION DISK
 TG1816_SETTING: 0 = UNSPECIFIED SETTING
 TG1816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1816
 TG1816  HISTORY     - Date     Condition        Report By
 TG1816  HISTORY     - 1966     MONUMENTED       USGS
 TG1816
 TG1816                          STATION DESCRIPTION
 TG1816
 TG1816'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TG1816'NEWTOWN, 2.0 MI N. AND 8.0 MI W. OF.  NEAR THE COR. OF SECS. 5, 6, 7
 TG1816'AND 8, T. 152 N., R. 93 W.  ABOUT 0.1 MI S. OF S. SHORE OF GARRISON
 TG1816'RESERVOIR.  86 FT N. OF CENTER OF RD., ON A SMALL KNOLL.  IN A
 TG1816'CONCRETE POST, A STANDARD TABLET STAMPED---ET 1 DM 1966---
 TG1816'NEWTOWN WATER TANK ABOUT 8 MI DISTANT--S 75 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0768 ***********************************************************************
 RQ0768  DESIGNATION -  ET 1 GLD
 RQ0768  PID         -  RQ0768
 RQ0768  STATE/COUNTY-  ND/KIDDER
 RQ0768  USGS QUAD   -  STEELE (1975)
 RQ0768
 RQ0768                         *CURRENT SURVEY CONTROL
 RQ0768  ___________________________________________________________________
 RQ0768* NAD 83(1996)-  46 45 24.51091(N)    099 53 27.18753(W)     ADJUSTED  
 RQ0768* NAVD 88     -       521.     (meters)    1709.     (feet)  VERTCON   
 RQ0768  ___________________________________________________________________
 RQ0768  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 RQ0768  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 RQ0768
 RQ0768  HORZ ORDER  -  THIRD
 RQ0768
 RQ0768.The horizontal coordinates were established by classical geodetic methods
 RQ0768.and adjusted by the National Geodetic Survey in January 1998..
 RQ0768
 RQ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0768
 RQ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0768
 RQ0768.The geoid height was determined by GEOID03.
 RQ0768
 RQ0768;                    North         East     Units Scale Factor Converg.
 RQ0768;SPC ND S     -   121,356.771   646,533.192   MT  0.99993677   +0 26 39.4
 RQ0768;SPC ND S     -   398,152.14  2,121,171.89   iFT  0.99993677   +0 26 39.4
 RQ0768;UTM  14      - 5,178,525.035   431,963.381   MT  0.99965689   -0 38 56.4
 RQ0768
 RQ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0768!SPC ND S     -   0.99992177  x   0.99993677  =   0.99985855
 RQ0768!UTM  14      -   0.99992177  x   0.99965689  =   0.99957869
 RQ0768
 RQ0768:                Primary Azimuth Mark                     Grid Az
 RQ0768:SPC ND S     -  WINDMILL 0.5 MI ENE                      068 24 27.3
 RQ0768:UTM  14      -  WINDMILL 0.5 MI ENE                      069 30 03.1
 RQ0768
 RQ0768|---------------------------------------------------------------------|
 RQ0768| PID    Reference Object                     Distance      Geod. Az  |
 RQ0768|                                                           dddmmss.s |
 RQ0768| CO7204 WINDMILL 0.5 MI ENE                                0685106.7 |
 RQ0768| CO6169 STEELE MWT                                         3482649.0 |
 RQ0768|---------------------------------------------------------------------|
 RQ0768
 RQ0768                          SUPERSEDED SURVEY CONTROL
 RQ0768
 RQ0768  NAD 83(1986)-  46 45 24.50154(N)    099 53 27.17344(W) AD(       ) 3
 RQ0768  NAD 27      -  46 45 24.57641(N)    099 53 25.78588(W) AD(       ) 3
 RQ0768  NGVD 29 (07/19/86)  521.     (m)         1709.     (f) VERT ANG       
 RQ0768
 RQ0768.Superseded values are not recommended for survey control.
 RQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0768.See file dsdata.txt to determine how the superseded data were derived.
 RQ0768
 RQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS3196378525(NAD 83)
 RQ0768_MARKER: DD = SURVEY DISK
 RQ0768_SETTING: 0 = UNSPECIFIED SETTING
 RQ0768
 RQ0768  HISTORY     - Date     Condition        Report By
 RQ0768  HISTORY     - 1975     MONUMENTED       USGS
 RQ0768
 RQ0768                          STATION DESCRIPTION
 RQ0768
 RQ0768'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0768'STEELE,7.0 MI. S.AND 1.0 MI. E OF,NEAR THE 1/4 COR. BETWEEN SECS. 21
 RQ0768'AND 22, T.138N.,R.73W.,272 FT. N. AND 29 FT. E. OF T-TRAIL E.,257.9
 RQ0768'FT. N. OF FE. COR. E.AND N.,1 FT. W. OF FE., 1 FT. S. OF WITNESS
 RQ0768'POST, STANDARD TABLET ON 10 FT. COPPER-WELD ROD,CENTERED IN 6-IN.
 RQ0768'DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 1 GLD 1975.
 RQ0768'STEELE MWT LOCATED IN TOWN OF STEELE-N 71 DEG 34 MIN W.
 RQ0768'LONE WINDMILL APPROX. 0.5 MI. DISTANT-N 68 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1269 ***********************************************************************
 SL1269  DESIGNATION -  ET 1 JA
 SL1269  PID         -  SL1269
 SL1269  STATE/COUNTY-  ND/GRAND FORKS
 SL1269  USGS QUAD   -  GRAND FORKS (1994)
 SL1269
 SL1269                         *CURRENT SURVEY CONTROL
 SL1269  ___________________________________________________________________
 SL1269* NAD 83(1996)-  47 58 45.80805(N)    097 05 27.66475(W)     ADJUSTED  
 SL1269* NAVD 88     -       306.0    (meters)    1004.     (feet)  VERTCON   
 SL1269  ___________________________________________________________________
 SL1269  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 SL1269  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL1269
 SL1269  HORZ ORDER  -  THIRD
 SL1269
 SL1269.The horizontal coordinates were established by classical geodetic methods
 SL1269.and adjusted by the National Geodetic Survey in January 1998..
 SL1269
 SL1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1269
 SL1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1269
 SL1269.The geoid height was determined by GEOID03.
 SL1269
 SL1269;                    North         East     Units Scale Factor Converg.
 SL1269;SPC ND N     -   114,521.834   854,398.760   MT  0.99993753   +2 32 12.3
 SL1269;SPC ND N     -   375,727.80  2,803,145.54   iFT  0.99993753   +2 32 12.3
 SL1269;UTM  14      - 5,315,772.984   642,455.475   MT  0.99984936   +1 25 06.3
 SL1269
 SL1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1269!SPC ND N     -   0.99995624  x   0.99993753  =   0.99989377
 SL1269!UTM  14      -   0.99995624  x   0.99984936  =   0.99980561
 SL1269
 SL1269:                Primary Azimuth Mark                     Grid Az
 SL1269:SPC ND N     -  TT 3 H                                   071 00 03.3
 SL1269:UTM  14      -  TT 3 H                                   072 07 09.3
 SL1269
 SL1269|---------------------------------------------------------------------|
 SL1269| PID    Reference Object                     Distance      Geod. Az  |
 SL1269|                                                           dddmmss.s |
 SL1269| SL1614 TT 3 H                              APPROX. 7.2 KM 0733215.6 |
 SL1269|---------------------------------------------------------------------|
 SL1269
 SL1269                          SUPERSEDED SURVEY CONTROL
 SL1269
 SL1269  NAD 83(1986)-  47 58 45.80598(N)    097 05 27.66066(W) AD(       ) 3
 SL1269  NAD 27      -  47 58 45.86463(N)    097 05 26.38998(W) AD(       ) 3
 SL1269  NGVD 29 (07/19/86)  305.7    (m)         1003.     (f) VERT ANG       
 SL1269
 SL1269.Superseded values are not recommended for survey control.
 SL1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1269.See file dsdata.txt to determine how the superseded data were derived.
 SL1269
 SL1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4245515773(NAD 83)
 SL1269_MARKER: DD = SURVEY DISK
 SL1269_SETTING: 0 = UNSPECIFIED SETTING
 SL1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1269
 SL1269  HISTORY     - Date     Condition        Report By
 SL1269  HISTORY     - 1966     MONUMENTED       USGS
 SL1269
 SL1269                          STATION DESCRIPTION
 SL1269
 SL1269'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SL1269'AT NORTH GRAND FORKS, T. 152 N., R. 50 W., NEAR THE CENTER OF THE SE.
 SL1269'QUARTER SE. QUARTER SEC. 18, ON TOP OF THE G. F. ELEVATOR CO. CONCRETE
 SL1269'ELEVATOR, 5.5 FT NW. AND 11 FT SW. OF THE SE. COR. OF HEADHOUSE, 9 FT
 SL1269'W. OF MANHOLE COVER.  STANDARD TABLET STAMPED---ET 1 JA 1966---.
 SL1269'AZIMUTH TO EAST GRAND FORKS MWT--S 53 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0811 ***********************************************************************
 SO0811  DESIGNATION -  ET 1 JS
 SO0811  PID         -  SO0811
 SO0811  STATE/COUNTY-  ND/DUNN
 SO0811  USGS QUAD   -  HUNGRY MAN BUTTE (1978)
 SO0811
 SO0811                         *CURRENT SURVEY CONTROL
 SO0811  ___________________________________________________________________
 SO0811* NAD 83(1996)-  47 14 27.45149(N)    103 00 25.98366(W)     ADJUSTED  
 SO0811* NAVD 88     -       741.5    (meters)    2433.     (feet)  VERTCON   
 SO0811  ___________________________________________________________________
 SO0811  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 SO0811  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 SO0811
 SO0811  HORZ ORDER  -  THIRD
 SO0811
 SO0811.The horizontal coordinates were established by classical geodetic methods
 SO0811.and adjusted by the National Geodetic Survey in January 1998..
 SO0811
 SO0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0811
 SO0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0811
 SO0811.The geoid height was determined by GEOID03.
 SO0811
 SO0811;                    North         East     Units Scale Factor Converg.
 SO0811;SPC ND S     -   178,025.702   410,209.683   MT  0.99996098   -1 49 43.4
 SO0811;SPC ND S     -   584,073.83  1,345,832.29   iFT  0.99996098   -1 49 43.4
 SO0811;UTM  13      - 5,233,867.597   650,817.615   MT  0.99987955   +1 27 48.3
 SO0811
 SO0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0811!SPC ND S     -   0.99988648  x   0.99996098  =   0.99984747
 SO0811!UTM  13      -   0.99988648  x   0.99987955  =   0.99976605
 SO0811
 SO0811:                Primary Azimuth Mark                     Grid Az
 SO0811:SPC ND S     -  VENTILATOR TOP OF BARN                   311 27 49.2
 SO0811:UTM  13      -  VENTILATOR TOP OF BARN                   308 10 17.5
 SO0811
 SO0811|---------------------------------------------------------------------|
 SO0811| PID    Reference Object                     Distance      Geod. Az  |
 SO0811|                                                           dddmmss.s |
 SO0811| CQ8929 VENTILATOR TOP OF BARN                             3093805.8 |
 SO0811|---------------------------------------------------------------------|
 SO0811
 SO0811                          SUPERSEDED SURVEY CONTROL
 SO0811
 SO0811  NAD 83(1986)-  47 14 27.44787(N)    103 00 25.97508(W) AD(       ) 3
 SO0811  NAD 27      -  47 14 27.38516(N)    103 00 24.30448(W) AD(       ) 3
 SO0811  NGVD 29 (07/19/86)  741.0    (m)         2431.     (f) VERT ANG       
 SO0811
 SO0811.Superseded values are not recommended for survey control.
 SO0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0811.See file dsdata.txt to determine how the superseded data were derived.
 SO0811
 SO0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5081833868(NAD 83)
 SO0811_MARKER: DE = TRAVERSE STATION DISK
 SO0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0811
 SO0811  HISTORY     - Date     Condition        Report By
 SO0811  HISTORY     - 1962     MONUMENTED       USGS
 SO0811
 SO0811                          STATION DESCRIPTION
 SO0811
 SO0811'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0811'MANNING, 11.0 MI W. AND 0.75 MI N. OF.  1073 FT E. OF T - RD. E. AND
 SO0811'APPROX. COR. OF SECS. 5, 6, 31 AND 32, T. 143 AND 144 N., R. 97 W.
 SO0811'27 FT S. OF CENTER OF E. - W. RD.  2 FT S. OF RIGHT - OF - WAY FENCE.
 SO0811'IN CONCRETE POST.  A STANDARD TABLET STAMPED---ET 1 JS 1962---
 SO0811'VENTILATOR FINIAL ON TOP CENTER OF BARN AT FARM BUILDINGS ABOUT 1.3
 SO0811'MI DISTANT--N 50 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0658 ***********************************************************************
 QS0658  DESIGNATION -  ET 1 KE
 QS0658  PID         -  QS0658
 QS0658  STATE/COUNTY-  ND/EMMONS
 QS0658  USGS QUAD   -  HERREID NE (1965)
 QS0658
 QS0658                         *CURRENT SURVEY CONTROL
 QS0658  ___________________________________________________________________
 QS0658* NAD 83(1996)-  45 59 12.01964(N)    100 00 17.52378(W)     ADJUSTED  
 QS0658* NAVD 88     -       584.88   (+/-2cm)    1918.9    (feet)  VERTCON   
 QS0658  ___________________________________________________________________
 QS0658  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 QS0658  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 QS0658
 QS0658  HORZ ORDER  -  SECOND
 QS0658  VERT ORDER  -  THIRD ? (See Below)
 QS0658
 QS0658.The horizontal coordinates were established by classical geodetic methods
 QS0658.and adjusted by the National Geodetic Survey in January 1998..
 QS0658
 QS0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0658.The vertical order pertains to the NGVD 29 superseded value.
 QS0658
 QS0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0658
 QS0658.The geoid height was determined by GEOID03.
 QS0658
 QS0658;                    North         East     Units Scale Factor Converg.
 QS0658;SPC ND S     -    35,692.072   638,365.240   MT  1.00004446   +0 21 40.1
 QS0658;SPC ND S     -   117,099.97  2,094,374.15   iFT  1.00004446   +0 21 40.1
 QS0658;UTM  14      - 5,093,057.526   422,172.219   MT  0.99967446   -0 43 21.8
 QS0658
 QS0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0658!SPC ND S     -   0.99991179  x   1.00004446  =   0.99995625
 QS0658!UTM  14      -   0.99991179  x   0.99967446  =   0.99958628
 QS0658
 QS0658:                Primary Azimuth Mark                     Grid Az
 QS0658:SPC ND S     -  CHURCH SPIRE AT 1KE                      004 51 58.1
 QS0658:UTM  14      -  CHURCH SPIRE AT 1KE                      005 57 00.0
 QS0658
 QS0658|---------------------------------------------------------------------|
 QS0658| PID    Reference Object                     Distance      Geod. Az  |
 QS0658|                                                           dddmmss.s |
 QS0658| CO5395 CHURCH SPIRE AT 1KE                                0051338.2 |
 QS0658| QS0659 MICROWAVE TOWER                     APPROX. 6.5 KM 2294821.9 |
 QS0658|---------------------------------------------------------------------|
 QS0658
 QS0658                          SUPERSEDED SURVEY CONTROL
 QS0658
 QS0658  NAD 83(1986)-  45 59 12.01054(N)    100 00 17.51577(W) AD(       ) 2
 QS0658  NAD 27      -  45 59 12.04961(N)    100 00 16.10908(W) AD(       ) 2
 QS0658  NGVD 29 (07/19/86)  584.47   (m)         1917.5    (f) LEVELING    3  
 QS0658
 QS0658.Superseded values are not recommended for survey control.
 QS0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0658.See file dsdata.txt to determine how the superseded data were derived.
 QS0658
 QS0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR2217293058(NAD 83)
 QS0658_MARKER: DH = HORIZONTAL CONTROL DISK
 QS0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0658
 QS0658  HISTORY     - Date     Condition        Report By
 QS0658  HISTORY     - 1964     MONUMENTED       USGS
 QS0658
 QS0658                          STATION DESCRIPTION
 QS0658
 QS0658'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 QS0658'HAGUE, ABOUT 3.0 MI S. OF.  IN THE SE. 1/4 SEC. 13, T. 129 N., R. 75
 QS0658'W., DUE E. OF A LARGE ROCK PILE, 480 FT N. OF THE CENTER OF THE
 QS0658'N. - S. RD. AT A FENCE E., 43 FT W. OF THE CENTERLINE, 1.0 FT E. OF A
 QS0658'N. - S. FENCE, 2 FT N. OF A METAL WITNESS POST.  A STANDARD TABLET SET
 QS0658'IN A CONCRETE POST PROJECTING 2 IN. ABOVE THE GROUND AND STAMPED---ET
 QS0658'1 KE 1964---MICROWAVE TOWER ABOUT 4.0 MI DISTANT--S 49 DEG 48 MIN W.
 QS0658'ST. MARYS CHURCH IN HAGUE 3.0 MI DISTANT--N 05 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1895 ***********************************************************************
 TE1895  DESIGNATION -  ET 1 LBR
 TE1895  PID         -  TE1895
 TE1895  STATE/COUNTY-  ND/TOWNER
 TE1895  USGS QUAD   -  ROCK LAKE SE (1970)
 TE1895
 TE1895                         *CURRENT SURVEY CONTROL
 TE1895  ___________________________________________________________________
 TE1895* NAD 83(1996)-  48 45 37.19331(N)    099 03 59.33371(W)     ADJUSTED  
 TE1895* NAVD 88     -       479.0    (meters)    1572.     (feet)  VERTCON   
 TE1895  ___________________________________________________________________
 TE1895  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 TE1895  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 TE1895
 TE1895  HORZ ORDER  -  THIRD
 TE1895
 TE1895.The horizontal coordinates were established by classical geodetic methods
 TE1895.and adjusted by the National Geodetic Survey in January 1998..
 TE1895
 TE1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1895
 TE1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1895
 TE1895.The geoid height was determined by GEOID03.
 TE1895
 TE1895;                    North         East     Units Scale Factor Converg.
 TE1895;SPC ND N     -   196,705.135   705,389.959   MT  1.00000547   +1 04 00.2
 TE1895;SPC ND N     -   645,358.05  2,314,271.52   iFT  1.00000547   +1 04 00.2
 TE1895;UTM  14      - 5,400,815.657   495,114.081   MT  0.99960029   -0 02 60.0
 TE1895
 TE1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1895!SPC ND N     -   0.99992860  x   1.00000547  =   0.99993407
 TE1895!UTM  14      -   0.99992860  x   0.99960029  =   0.99952892
 TE1895
 TE1895:                Primary Azimuth Mark                     Grid Az
 TE1895:SPC ND N     -  BARN CUPOLA SE                           143 59 22.8
 TE1895:UTM  14      -  BARN CUPOLA SE                           145 06 23.0
 TE1895
 TE1895|---------------------------------------------------------------------|
 TE1895| PID    Reference Object                     Distance      Geod. Az  |
 TE1895|                                                           dddmmss.s |
 TE1895| CO7318 BARN CUPOLA SE                                     1450323.0 |
 TE1895| CO7992 N GABLE ON HOUSE S                                 1843513.0 |
 TE1895|---------------------------------------------------------------------|
 TE1895
 TE1895                          SUPERSEDED SURVEY CONTROL
 TE1895
 TE1895  NAD 83(1986)-  48 45 37.19369(N)    099 03 59.31996(W) AD(       ) 3
 TE1895  NAD 27      -  48 45 37.16221(N)    099 03 57.81520(W) AD(       ) 3
 TE1895  NGVD 29 (07/19/86)  478.6    (m)         1570.     (f) VERT ANG       
 TE1895
 TE1895.Superseded values are not recommended for survey control.
 TE1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1895.See file dsdata.txt to determine how the superseded data were derived.
 TE1895
 TE1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9511400816(NAD 83)
 TE1895_MARKER: DE = TRAVERSE STATION DISK
 TE1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1895
 TE1895  HISTORY     - Date     Condition        Report By
 TE1895  HISTORY     - 1959     MONUMENTED       USGS
 TE1895
 TE1895                          STATION DESCRIPTION
 TE1895
 TE1895'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1895'ROCK LAKE, 2.0 MI S. AND 80 MI E. OF, T. 161 N., R. 65 W., NEAR COR.
 TE1895'SECS. 15, 16, 21 AND 22, 447 FT S. AND 40.2 FT W. OF CENTER OF
 TE1895'CROSSROADS AND 3 FT N. OF A POWER POLE.  A STANDARD TABLET SET IN A
 TE1895'6 IN. DIAMETER CIRCULAR CONCRETE POST, STAMPED---ET 1 LR 1959---.
 TE1895'N. GABLE OF HOUSE 2.0 MI DISTANT--S 04 DEG 36 MIN W.  BARN
 TE1895'CUPOLA 2.5 MI DISTANT--S 34 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1170 ***********************************************************************
 TD1170  DESIGNATION -  ET 10 DM
 TD1170  PID         -  TD1170
 TD1170  STATE/COUNTY-  ND/WALSH
 TD1170  USGS QUAD   -  OAKWOOD (1960)
 TD1170
 TD1170                         *CURRENT SURVEY CONTROL
 TD1170  ___________________________________________________________________
 TD1170* NAD 83(1996)-  48 23 00.48335(N)    097 19 23.66862(W)     ADJUSTED  
 TD1170* NAVD 88     -       248.8    (meters)     816.     (feet)  VERTCON   
 TD1170  ___________________________________________________________________
 TD1170  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 TD1170  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 TD1170
 TD1170  HORZ ORDER  -  THIRD
 TD1170  VERT ORDER  -  THIRD ? (See Below)
 TD1170
 TD1170.The horizontal coordinates were established by classical geodetic methods
 TD1170.and adjusted by the National Geodetic Survey in January 1998..
 TD1170
 TD1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1170.The vertical order pertains to the NGVD 29 superseded value.
 TD1170
 TD1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1170
 TD1170.The geoid height was determined by GEOID03.
 TD1170
 TD1170;                    North         East     Units Scale Factor Converg.
 TD1170;SPC ND N     -   158,670.539   835,225.918   MT  0.99994942   +2 21 50.2
 TD1170;SPC ND N     -   520,572.63  2,740,242.51   iFT  0.99994942   +2 21 50.2
 TD1170;UTM  14      - 5,360,280.752   624,146.854   MT  0.99978937   +1 15 13.4
 TD1170
 TD1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1170!SPC ND N     -   0.99996518  x   0.99994942  =   0.99991460
 TD1170!UTM  14      -   0.99996518  x   0.99978937  =   0.99975456
 TD1170
 TD1170:                Primary Azimuth Mark                     Grid Az
 TD1170:SPC ND N     -  STA 60                                   088 26 05.9
 TD1170:UTM  14      -  STA 60                                   089 32 42.7
 TD1170
 TD1170|---------------------------------------------------------------------|
 TD1170| PID    Reference Object                     Distance      Geod. Az  |
 TD1170|                                                           dddmmss.s |
 TD1170| TD1168 STA 60                              APPROX. 1.8 KM 0904756.1 |
 TD1170|---------------------------------------------------------------------|
 TD1170
 TD1170                          SUPERSEDED SURVEY CONTROL
 TD1170
 TD1170  NAD 83(1986)-  48 23 00.48185(N)    097 19 23.65718(W) AD(       ) 3
 TD1170  NAD 27      -  48 23 00.54285(N)    097 19 22.34467(W) AD(       ) 3
 TD1170  NGVD 29 (07/19/86)  248.5    (m)          815.     (f) LEVELING    3  
 TD1170
 TD1170.Superseded values are not recommended for survey control.
 TD1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1170.See file dsdata.txt to determine how the superseded data were derived.
 TD1170
 TD1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2414760281(NAD 83)
 TD1170_MARKER: DE = TRAVERSE STATION DISK
 TD1170_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1170_STAMPING: ET 10 DM 1959
 TD1170_MARK LOGO: USGS  
 TD1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1170
 TD1170  HISTORY     - Date     Condition        Report By
 TD1170  HISTORY     - 1959     MONUMENTED       USGS
 TD1170
 TD1170                          STATION DESCRIPTION
 TD1170
 TD1170'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1170'GRAFTON, 2.5 MI S. AND 4.0 MI E. OF, 55 FT N. AND 482 FT W. OF
 TD1170'CROSSROADS. NEAR THE COR. OF SECS. 26, 27, 34 AND 35, T. 157 N., R. 52
 TD1170'W., 1 FT W. OF A FENCE, IN A CONCRETE POST.  A STANDARD TABLET
 TD1170'STAMPED---ET 10 DM 1959---.  W. GABLE OF HOUSE 700 FT
 TD1170'DISTANT--N 83 DEG 04 MIN E.  E. GABLE OF WHITE BARN ABOUT 1.0 MI
 TD1170'DISTANT--N 71 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0728 ***********************************************************************
 RQ0728  DESIGNATION -  ET 10 GLD
 RQ0728  PID         -  RQ0728
 RQ0728  STATE/COUNTY-  ND/LOGAN
 RQ0728  USGS QUAD   -  STREETER SE (1983)
 RQ0728
 RQ0728                         *CURRENT SURVEY CONTROL
 RQ0728  ___________________________________________________________________
 RQ0728* NAD 83(1996)-  46 30 32.91697(N)    099 16 01.52508(W)     ADJUSTED  
 RQ0728* NAVD 88     -       605.7    (meters)    1987.     (feet)  VERTCON   
 RQ0728  ___________________________________________________________________
 RQ0728  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RQ0728  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 RQ0728
 RQ0728  HORZ ORDER  -  THIRD
 RQ0728
 RQ0728.The horizontal coordinates were established by classical geodetic methods
 RQ0728.and adjusted by the National Geodetic Survey in January 1998..
 RQ0728
 RQ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0728
 RQ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0728
 RQ0728.The geoid height was determined by GEOID03.
 RQ0728
 RQ0728;                    North         East     Units Scale Factor Converg.
 RQ0728;SPC ND S     -    94,389.110   694,617.044   MT  0.99995191   +0 53 57.3
 RQ0728;SPC ND S     -   309,675.56  2,278,927.31   iFT  0.99995191   +0 53 57.3
 RQ0728;UTM  14      - 5,150,654.018   479,509.097   MT  0.99960516   -0 11 37.6
 RQ0728
 RQ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0728!SPC ND S     -   0.99990871  x   0.99995191  =   0.99986063
 RQ0728!UTM  14      -   0.99990871  x   0.99960516  =   0.99951391
 RQ0728
 RQ0728:                Primary Azimuth Mark                     Grid Az
 RQ0728:SPC ND S     -  STREETER MWT                             335 11 06.9
 RQ0728:UTM  14      -  STREETER MWT                             336 16 41.8
 RQ0728
 RQ0728|---------------------------------------------------------------------|
 RQ0728| PID    Reference Object                     Distance      Geod. Az  |
 RQ0728|                                                           dddmmss.s |
 RQ0728| CO6194 STREETER MWT                                       3360504.2 |
 RQ0728|---------------------------------------------------------------------|
 RQ0728
 RQ0728                          SUPERSEDED SURVEY CONTROL
 RQ0728
 RQ0728  NAD 83(1986)-  46 30 32.91832(N)    099 16 01.51621(W) AD(       ) 3
 RQ0728  NAD 27      -  46 30 33.02418(N)    099 16 00.13385(W) AD(       ) 3
 RQ0728  NGVD 29 (07/19/86)  605.3    (m)         1986.     (f) VERT ANG       
 RQ0728
 RQ0728.Superseded values are not recommended for survey control.
 RQ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0728.See file dsdata.txt to determine how the superseded data were derived.
 RQ0728
 RQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS7950950654(NAD 83)
 RQ0728_MARKER: DD = SURVEY DISK
 RQ0728_SETTING: 0 = UNSPECIFIED SETTING
 RQ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0728
 RQ0728  HISTORY     - Date     Condition        Report By
 RQ0728  HISTORY     - 1975     MONUMENTED       USGS
 RQ0728
 RQ0728                          STATION DESCRIPTION
 RQ0728
 RQ0728'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0728'STREETER, 10.4 MI. S. AND 4 MI. E. OF, 0.1 MI. N. OF 1/4 COR. BETWEEN
 RQ0728'SECS. 17 AND 18,T.135 N.,R.68 W., 20 FT. S. AND 51 FT. W. OF DIM
 RQ0728'FLD.  ENTR., 1.6 FT. E. OF FE. AND WITNESS POST. STANDARD TABLET ON
 RQ0728'COPPER WELD ROD, CENTERED IN 6-IN. DRAIN TILE FILLED WITH GRAVEL
 RQ0728'STAMPED ET 10 GLD 1975.  STREETER MWT-N 23 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0831 ***********************************************************************
 SO0831  DESIGNATION -  ET 10 JS
 SO0831  PID         -  SO0831
 SO0831  STATE/COUNTY-  ND/BILLINGS
 SO0831  USGS QUAD   -  GORHAM SW (1963)
 SO0831
 SO0831                         *CURRENT SURVEY CONTROL
 SO0831  ___________________________________________________________________
 SO0831* NAD 83(1996)-  47 02 45.60610(N)    103 29 07.62626(W)     ADJUSTED  
 SO0831* NAVD 88     -       815.9    (meters)    2677.     (feet)  VERTCON   
 SO0831  ___________________________________________________________________
 SO0831  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 SO0831  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 SO0831
 SO0831  HORZ ORDER  -  THIRD
 SO0831
 SO0831.The horizontal coordinates were established by classical geodetic methods
 SO0831.and adjusted by the National Geodetic Survey in January 1998..
 SO0831
 SO0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0831
 SO0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0831
 SO0831.The geoid height was determined by GEOID03.
 SO0831
 SO0831;                    North         East     Units Scale Factor Converg.
 SO0831;SPC ND S     -   157,633.923   373,201.067   MT  0.99994264   -2 10 39.1
 SO0831;SPC ND S     -   517,171.66  1,224,412.95   iFT  0.99994264   -2 10 39.1
 SO0831;UTM  13      - 5,211,389.140   615,044.601   MT  0.99976267   +1 06 31.0
 SO0831
 SO0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0831!SPC ND S     -   0.99987473  x   0.99994264  =   0.99981738
 SO0831!UTM  13      -   0.99987473  x   0.99976267  =   0.99963743
 SO0831
 SO0831:                Primary Azimuth Mark                     Grid Az
 SO0831:SPC ND S     -  MICROWAVE TOWER                          237 34 18.6
 SO0831:UTM  13      -  MICROWAVE TOWER                          234 17 08.5
 SO0831
 SO0831|---------------------------------------------------------------------|
 SO0831| PID    Reference Object                     Distance      Geod. Az  |
 SO0831|                                                           dddmmss.s |
 SO0831| CQ8593 MICROWAVE TOWER                                    2352339.5 |
 SO0831|---------------------------------------------------------------------|
 SO0831
 SO0831                          SUPERSEDED SURVEY CONTROL
 SO0831
 SO0831  NAD 83(1986)-  47 02 45.60251(N)    103 29 07.61871(W) AD(       ) 3
 SO0831  NAD 27      -  47 02 45.58470(N)    103 29 05.94807(W) AD(       ) 3
 SO0831  NGVD 29 (07/19/86)  815.4    (m)         2675.     (f) VERT ANG       
 SO0831
 SO0831.Superseded values are not recommended for survey control.
 SO0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0831.See file dsdata.txt to determine how the superseded data were derived.
 SO0831
 SO0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1504511389(NAD 83)
 SO0831_MARKER: DE = TRAVERSE STATION DISK
 SO0831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0831_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0831
 SO0831  HISTORY     - Date     Condition        Report By
 SO0831  HISTORY     - 1962     MONUMENTED       USGS
 SO0831
 SO0831                          STATION DESCRIPTION
 SO0831
 SO0831'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0831'MEDORA, 8.5 MI N. AND 2.0 MI E. OF.  ABOUT 1.75 MI E. OF MAIN TRAVELED
 SO0831'BLADED RD. ALONG E. SIDE OF LITTLE MISSOURI RIVER ABOUT 1.3 MI S. OF
 SO0831'FRANKS CREEK.  IN SEC. 9, T. 141 N., R. 101 W., ON HIGH GRASSY TOPPED
 SO0831'BUTTE ON MIDDLE ONE OF SEVERAL LOW PEAKS ON HIGHEST POINT.  CEMENTED
 SO0831'IN 1.5 IN IRON PIPE.  STANDARD TABLET STAMPED---ET 10 JS 1962---V.A.
 SO0831'ELEV. 2674.9.  MICROWAVE TOWER ON SENTINEL BUTTE--N 55 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1186 ***********************************************************************
 TD1186  DESIGNATION -  ET 11 DM
 TD1186  PID         -  TD1186
 TD1186  STATE/COUNTY-  ND/WALSH
 TD1186  USGS QUAD   -  GRAFTON (1960)
 TD1186
 TD1186                         *CURRENT SURVEY CONTROL
 TD1186  ___________________________________________________________________
 TD1186* NAD 83(1996)-  48 23 01.00535(N)    097 23 11.18466(W)     ADJUSTED  
 TD1186* NAVD 88     -       250.4    (meters)     822.     (feet)  VERTCON   
 TD1186  ___________________________________________________________________
 TD1186  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 TD1186  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 TD1186
 TD1186  HORZ ORDER  -  THIRD
 TD1186  VERT ORDER  -  THIRD ? (See Below)
 TD1186
 TD1186.The horizontal coordinates were established by classical geodetic methods
 TD1186.and adjusted by the National Geodetic Survey in January 1998..
 TD1186
 TD1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1186.The vertical order pertains to the NGVD 29 superseded value.
 TD1186
 TD1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1186
 TD1186.The geoid height was determined by GEOID03.
 TD1186
 TD1186;                    North         East     Units Scale Factor Converg.
 TD1186;SPC ND N     -   158,495.495   830,548.225   MT  0.99994943   +2 19 00.9
 TD1186;SPC ND N     -   519,998.34  2,724,895.75   iFT  0.99994943   +2 19 00.9
 TD1186;UTM  14      - 5,360,196.397   619,467.429   MT  0.99977536   +1 12 23.2
 TD1186
 TD1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1186!SPC ND N     -   0.99996491  x   0.99994943  =   0.99991434
 TD1186!UTM  14      -   0.99996491  x   0.99977536  =   0.99974028
 TD1186
 TD1186:                Primary Azimuth Mark                     Grid Az
 TD1186:SPC ND N     -  STA 56                                   266 50 12.5
 TD1186:UTM  14      -  STA 56                                   267 56 50.2
 TD1186
 TD1186|---------------------------------------------------------------------|
 TD1186| PID    Reference Object                     Distance      Geod. Az  |
 TD1186|                                                           dddmmss.s |
 TD1186| TD1187 STA 56                              APPROX. 0.9 KM 2690913.4 |
 TD1186|---------------------------------------------------------------------|
 TD1186
 TD1186                          SUPERSEDED SURVEY CONTROL
 TD1186
 TD1186  NAD 83(1986)-  48 23 01.00508(N)    097 23 11.17310(W) AD(       ) 3
 TD1186  NAD 27      -  48 23 01.06548(N)    097 23 09.85224(W) AD(       ) 3
 TD1186  NGVD 29 (07/19/86)  250.1    (m)          821.     (f) LEVELING    3  
 TD1186
 TD1186.Superseded values are not recommended for survey control.
 TD1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1186.See file dsdata.txt to determine how the superseded data were derived.
 TD1186
 TD1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1946760196(NAD 83)
 TD1186_MARKER: DE = TRAVERSE STATION DISK
 TD1186_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1186_STAMPING: ET 11 DM 1959
 TD1186_MARK LOGO: USGS  
 TD1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1186
 TD1186  HISTORY     - Date     Condition        Report By
 TD1186  HISTORY     - 1959     MONUMENTED       USGS
 TD1186
 TD1186                          STATION DESCRIPTION
 TD1186
 TD1186'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1186'GRAFTON, 2.5 MI S. AND 1.0 MI E. OF, NEAR COR. SECS. 29, 30, 31 AND
 TD1186'32, T. 157 N., R. 52 W., 45 FT N. AND 3 FT W. OF CENTER OF RD. AND
 TD1186'POWER LINE S., 3 FT W. OF A POLE, IN A CONCRETE POST.  A STANDARD
 TD1186'TABLET STAMPED---ET 11 DM 1959---.  GRAFTON MWT--N 23 DEG 24 MIN W.
 TD1186'RADIO MAST NW.--N 70 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0820 ***********************************************************************
 SO0820  DESIGNATION -  ET 11 EV
 SO0820  PID         -  SO0820
 SO0820  STATE/COUNTY-  ND/BILLINGS
 SO0820  USGS QUAD   -  GORHAM (1963)
 SO0820
 SO0820                         *CURRENT SURVEY CONTROL
 SO0820  ___________________________________________________________________
 SO0820* NAD 83(1996)-  47 14 38.68738(N)    103 21 38.33531(W)     ADJUSTED  
 SO0820* NAVD 88     -       855.62   (+/-2cm)    2807.1    (feet)  VERTCON   
 SO0820  ___________________________________________________________________
 SO0820  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 SO0820  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 SO0820
 SO0820  HORZ ORDER  -  THIRD
 SO0820  VERT ORDER  -  THIRD ? (See Below)
 SO0820
 SO0820.The horizontal coordinates were established by classical geodetic methods
 SO0820.and adjusted by the National Geodetic Survey in January 1998..
 SO0820
 SO0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0820.The vertical order pertains to the NGVD 29 superseded value.
 SO0820
 SO0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0820
 SO0820.The geoid height was determined by GEOID03.
 SO0820
 SO0820;                    North         East     Units Scale Factor Converg.
 SO0820;SPC ND S     -   179,286.517   383,479.539   MT  0.99996137   -2 05 11.4
 SO0820;SPC ND S     -   588,210.36  1,258,134.97   iFT  0.99996137   -2 05 11.4
 SO0820;UTM  13      - 5,233,591.752   624,062.608   MT  0.99978916   +1 12 13.9
 SO0820
 SO0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0820!SPC ND S     -   0.99986857  x   0.99996137  =   0.99982994
 SO0820!UTM  13      -   0.99986857  x   0.99978916  =   0.99965775
 SO0820
 SO0820:                Primary Azimuth Mark                     Grid Az
 SO0820:SPC ND S     -  GORHAM CATHOLIC CH STEEPLE               163 41 45.9
 SO0820:UTM  13      -  GORHAM CATHOLIC CH STEEPLE               160 24 20.6
 SO0820
 SO0820|---------------------------------------------------------------------|
 SO0820| PID    Reference Object                     Distance      Geod. Az  |
 SO0820|                                                           dddmmss.s |
 SO0820| CQ7696 GORHAM CATHOLIC CH STEEPLE                         1613634.5 |
 SO0820|---------------------------------------------------------------------|
 SO0820
 SO0820                          SUPERSEDED SURVEY CONTROL
 SO0820
 SO0820  NAD 83(1986)-  47 14 38.68331(N)    103 21 38.32654(W) AD(       ) 3
 SO0820  NAD 27      -  47 14 38.64770(N)    103 21 36.61125(W) AD(       ) 3
 SO0820  NGVD 29 (07/19/86)  855.06   (m)         2805.3    (f) LEVELING    3  
 SO0820
 SO0820.Superseded values are not recommended for survey control.
 SO0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0820.See file dsdata.txt to determine how the superseded data were derived.
 SO0820
 SO0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN2406333592(NAD 83)
 SO0820_MARKER: DE = TRAVERSE STATION DISK
 SO0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0820+STABILITY: SURFACE MOTION
 SO0820
 SO0820  HISTORY     - Date     Condition        Report By
 SO0820  HISTORY     - 1962     MONUMENTED       USGS
 SO0820
 SO0820                          STATION DESCRIPTION
 SO0820
 SO0820'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0820'GORHAM, 6.5 MI N. AND 2.5 MI E. OF.  3.7 MI N. AND 6.5 MI W. OF
 SO0820'FAIRFIELD, IN S. 1/2 SEC. 33, T. 144 N., R. 100 W., ABOUT 0.65 MI NW.
 SO0820'ALONG RD. LEADING TO NORTHRUP RANCH HOUSE FROM Y - RD.  309 FT S. OF
 SO0820'RD.  ON SE. AND HIGHEST PEAK OF PROMINENT BUTTE HIGHEST IN VICINITY,
 SO0820'ON HIGHEST POINT, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 11
 SO0820'EV 1962 2805---STEEPLE ON GORHAM CATHOLIC CHURCH--
 SO0820'S 18 DEG 23 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0727 ***********************************************************************
 RQ0727  DESIGNATION -  ET 11 GLD
 RQ0727  PID         -  RQ0727
 RQ0727  STATE/COUNTY-  ND/LOGAN
 RQ0727  USGS QUAD   -  STREETER SE (1983)
 RQ0727
 RQ0727                         *CURRENT SURVEY CONTROL
 RQ0727  ___________________________________________________________________
 RQ0727* NAD 83(1996)-  46 37 16.91853(N)    099 16 01.44356(W)     ADJUSTED  
 RQ0727* NAVD 88     -       599.3    (meters)    1966.     (feet)  VERTCON   
 RQ0727  ___________________________________________________________________
 RQ0727  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 RQ0727  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 RQ0727
 RQ0727  HORZ ORDER  -  THIRD
 RQ0727
 RQ0727.The horizontal coordinates were established by classical geodetic methods
 RQ0727.and adjusted by the National Geodetic Survey in January 1998..
 RQ0727
 RQ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0727
 RQ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0727
 RQ0727.The geoid height was determined by GEOID03.
 RQ0727
 RQ0727;                    North         East     Units Scale Factor Converg.
 RQ0727;SPC ND S     -   106,861.875   694,423.001   MT  0.99994275   +0 53 57.4
 RQ0727;SPC ND S     -   350,596.70  2,278,290.69   iFT  0.99994275   +0 53 57.4
 RQ0727;UTM  14      - 5,163,123.950   479,553.042   MT  0.99960514   -0 11 38.8
 RQ0727
 RQ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0727!SPC ND S     -   0.99990971  x   0.99994275  =   0.99985247
 RQ0727!UTM  14      -   0.99990971  x   0.99960514  =   0.99951489
 RQ0727
 RQ0727:                Primary Azimuth Mark                     Grid Az
 RQ0727:SPC ND S     -  GACKLE MUN WATER TANK                    084 19 38.1
 RQ0727:UTM  14      -  GACKLE MUN WATER TANK                    085 25 14.3
 RQ0727
 RQ0727|---------------------------------------------------------------------|
 RQ0727| PID    Reference Object                     Distance      Geod. Az  |
 RQ0727|                                                           dddmmss.s |
 RQ0727| CO5022 GACKLE MUN WATER TANK                              0851335.5 |
 RQ0727|---------------------------------------------------------------------|
 RQ0727
 RQ0727                          SUPERSEDED SURVEY CONTROL
 RQ0727
 RQ0727  NAD 83(1986)-  46 37 16.91975(N)    099 16 01.43205(W) AD(       ) 3
 RQ0727  NAD 27      -  46 37 17.02478(N)    099 16 00.04622(W) AD(       ) 3
 RQ0727  NGVD 29 (07/19/86)  598.9    (m)         1965.     (f) VERT ANG       
 RQ0727
 RQ0727.Superseded values are not recommended for survey control.
 RQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0727.See file dsdata.txt to determine how the superseded data were derived.
 RQ0727
 RQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS7955363124(NAD 83)
 RQ0727_MARKER: DD = SURVEY DISK
 RQ0727_SETTING: 0 = UNSPECIFIED SETTING
 RQ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0727
 RQ0727  HISTORY     - Date     Condition        Report By
 RQ0727  HISTORY     - 1975     MONUMENTED       USGS
 RQ0727
 RQ0727                          STATION DESCRIPTION
 RQ0727
 RQ0727'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0727'STREETER, 2.7 MI. S. AND 4 MI. E. OF, NEAR THE S/16 COR. BETWEEN
 RQ0727'SECS. 5 AND 6, T.136 N., R.68 W., 16.2 FT. N. AND 31 FT. W. OF RD.
 RQ0727'AT. FLD.  ENTR. W., 1.9 FT. E. OF FE., 3 FT. N. OF N. GATE POST, AND
 RQ0727'1.9 FT. E.  OF METAL WITNESS POST. STANDARD TABLET ON COPPER WELD ROD
 RQ0727'CENTERED IN 6-IN. DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 11
 RQ0727'GLD 1975.  GACKLE MWT-N 85 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0828 ***********************************************************************
 SO0828  DESIGNATION -  ET 11 JS
 SO0828  PID         -  SO0828
 SO0828  STATE/COUNTY-  ND/BILLINGS
 SO0828  USGS QUAD   -  GORHAM SW (1963)
 SO0828
 SO0828                         *CURRENT SURVEY CONTROL
 SO0828  ___________________________________________________________________
 SO0828* NAD 83(1996)-  47 02 25.28615(N)    103 25 20.07146(W)     ADJUSTED  
 SO0828* NAVD 88     -       825.5    (meters)    2708.     (feet)  VERTCON   
 SO0828  ___________________________________________________________________
 SO0828  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 SO0828  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 SO0828
 SO0828  HORZ ORDER  -  THIRD
 SO0828
 SO0828.The horizontal coordinates were established by classical geodetic methods
 SO0828.and adjusted by the National Geodetic Survey in January 1998..
 SO0828
 SO0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0828
 SO0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0828
 SO0828.The geoid height was determined by GEOID03.
 SO0828
 SO0828;                    North         East     Units Scale Factor Converg.
 SO0828;SPC ND S     -   156,826.326   377,977.406   MT  0.99994228   -2 07 53.2
 SO0828;SPC ND S     -   514,522.07  1,240,083.35   iFT  0.99994228   -2 07 53.2
 SO0828;UTM  13      - 5,210,856.759   619,858.547   MT  0.99977656   +1 09 17.3
 SO0828
 SO0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0828!SPC ND S     -   0.99987324  x   0.99994228  =   0.99981553
 SO0828!UTM  13      -   0.99987324  x   0.99977656  =   0.99964983
 SO0828
 SO0828:                Primary Azimuth Mark                     Grid Az
 SO0828:SPC ND S     -  MICROWAVE TOWER                          158 58 08.4
 SO0828:UTM  13      -  MICROWAVE TOWER                          155 40 57.9
 SO0828
 SO0828|---------------------------------------------------------------------|
 SO0828| PID    Reference Object                     Distance      Geod. Az  |
 SO0828|                                                           dddmmss.s |
 SO0828| CQ8593 MICROWAVE TOWER                                    1565015.2 |
 SO0828|---------------------------------------------------------------------|
 SO0828
 SO0828                          SUPERSEDED SURVEY CONTROL
 SO0828
 SO0828  NAD 83(1986)-  47 02 25.28233(N)    103 25 20.06401(W) AD(       ) 3
 SO0828  NAD 27      -  47 02 25.25561(N)    103 25 18.40324(W) AD(       ) 3
 SO0828  NGVD 29 (07/19/86)  825.0    (m)         2707.     (f) VERT ANG       
 SO0828
 SO0828.Superseded values are not recommended for survey control.
 SO0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0828.See file dsdata.txt to determine how the superseded data were derived.
 SO0828
 SO0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1985910857(NAD 83)
 SO0828_MARKER: DE = TRAVERSE STATION DISK
 SO0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0828+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 SO0828
 SO0828  HISTORY     - Date     Condition        Report By
 SO0828  HISTORY     - 1962     MONUMENTED       USGS
 SO0828  HISTORY     - 20040421 GOOD             INDIV
 SO0828
 SO0828                          STATION DESCRIPTION
 SO0828
 SO0828'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0828'MEDORA, ABOUT 8.5 MI N. AND 5.0 MI E. OF.  IN S. 1/2 SEC. 12, T. 141
 SO0828'N., R. 101 W., ABOUT 0.3 MI W. OF SHARP CURVE TO N., IN BLADED RD.  ON
 SO0828'HIGH GRASSY PEAK, THE HIGHEST IN VICINITY.  32 FT S. OF DIM TRAIL.  ON
 SO0828'HIGHEST POINT.  IN CONCRETE POST, STANDARD TABLET STAMPED---ET 11 JS
 SO0828'1962---V.A. ELEV. 2706.0.  RED LIGHT ON TOP OF MICROWAVE
 SO0828'TOWER NEAR FRYBURG--S 23 DEG 10 MIN E.
 SO0828
 SO0828                          STATION RECOVERY (2004)
 SO0828
 SO0828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KJJ)
 SO0828'IN SW1/4SE1/4 SECTION 12 T.141N.,R.101W. ABOUT 500' NORTH OF OIL WELL
 SO0828'LOCATION. ACCESS FROM WEST SIDE OF WELL LOCATION, DRIVE UP TO TOP OF
 SO0828'HIGHEST POINT ON GRASSY PEAK, THE HIGHEST IN THE VICINITY. 30 FT.
 SO0828'NORTH OF 2-TRACK TRAIL. IN CONCRETE POST 12IN. ABOVE GROUND, STANDARD
 SO0828'TABLET STAMPED  ET 11 JS 1962--- V.A. ELEV. 2706.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1139 ***********************************************************************
 TD1139  DESIGNATION -  ET 12 DM
 TD1139  PID         -  TD1139
 TD1139  STATE/COUNTY-  ND/WALSH
 TD1139  USGS QUAD   -  BIG WOODS NW (1979)
 TD1139
 TD1139                         *CURRENT SURVEY CONTROL
 TD1139  ___________________________________________________________________
 TD1139* NAD 83(1996)-  48 22 59.50335(N)    097 11 17.00389(W)     ADJUSTED  
 TD1139* NAVD 88     -       244.5    (meters)     802.     (feet)  VERTCON   
 TD1139  ___________________________________________________________________
 TD1139  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 TD1139  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 TD1139
 TD1139  HORZ ORDER  -  THIRD
 TD1139  VERT ORDER  -  THIRD ? (See Below)
 TD1139
 TD1139.The horizontal coordinates were established by classical geodetic methods
 TD1139.and adjusted by the National Geodetic Survey in January 1998..
 TD1139
 TD1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1139.The vertical order pertains to the NGVD 29 superseded value.
 TD1139
 TD1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1139
 TD1139.The geoid height was determined by GEOID03.
 TD1139
 TD1139;                    North         East     Units Scale Factor Converg.
 TD1139;SPC ND N     -   159,062.071   845,231.039   MT  0.99994940   +2 27 52.3
 TD1139;SPC ND N     -   521,857.19  2,773,067.71   iFT  0.99994940   +2 27 52.3
 TD1139;UTM  14      - 5,360,478.369   634,156.236   MT  0.99982113   +1 21 17.3
 TD1139
 TD1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1139!SPC ND N     -   0.99996590  x   0.99994940  =   0.99991530
 TD1139!UTM  14      -   0.99996590  x   0.99982113  =   0.99978704
 TD1139
 TD1139:                Primary Azimuth Mark                     Grid Az
 TD1139:SPC ND N     -  STA 64                                   266 55 51.5
 TD1139:UTM  14      -  STA 64                                   268 02 26.5
 TD1139
 TD1139|---------------------------------------------------------------------|
 TD1139| PID    Reference Object                     Distance      Geod. Az  |
 TD1139|                                                           dddmmss.s |
 TD1139| TD1142 STA 64                              APPROX. 1.0 KM 2692343.8 |
 TD1139|---------------------------------------------------------------------|
 TD1139
 TD1139                          SUPERSEDED SURVEY CONTROL
 TD1139
 TD1139  NAD 83(1986)-  48 22 59.49912(N)    097 11 16.99267(W) AD(       ) 3
 TD1139  NAD 27      -  48 22 59.56199(N)    097 11 15.69764(W) AD(       ) 3
 TD1139  NGVD 29 (07/19/86)  244.2    (m)          801.     (f) LEVELING    3  
 TD1139
 TD1139.Superseded values are not recommended for survey control.
 TD1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1139.See file dsdata.txt to determine how the superseded data were derived.
 TD1139
 TD1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3415660478(NAD 83)
 TD1139_STAMPING: ET 12 DM 1959
 TD1139_MARK LOGO: USGS  
 TD1139
 TD1139  HISTORY     - Date     Condition        Report By
 TD1139  HISTORY     - UNK      MONUMENTED
 TD1139  HISTORY     - 1966     MARK NOT FOUND   USGS
 TD1139
 TD1139                          STATION DESCRIPTION
 TD1139
 TD1139'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TD1139'GRAFTON, 2.5 MI S. AND 10.0 MI E. OF, 41 FT N. AND 488 FT E. OF CENTER
 TD1139'OF STATE HWY. 44 AT CROSSROADS, NEAR COR. SECS. 26, 27, 34 AND 35, T.
 TD1139'157 N., R. 51 W.  8 FT E. OF POWERLINE POLE.  IN CONCRETE POST.
 TD1139'STANDARD TABLET STAMPED---ET 12 DM 1959---.  CUPOLA ON BARN
 TD1139'ABOUT 1.0 MI DISTANT--S 08 DEG 12 MIN W.  CHIMNEY ON SCHOOL ABOUT 1.0
 TD1139'MI DISTANT--N 57 DEG 58 MIN E. /NOT FOUND 6 - 66/
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0567 ***********************************************************************
 RQ0567  DESIGNATION -  ET 12 GLD
 RQ0567  PID         -  RQ0567
 RQ0567  STATE/COUNTY-  ND/MCINTOSH
 RQ0567  USGS QUAD   -  WISHEK SW (1982)
 RQ0567
 RQ0567                         *CURRENT SURVEY CONTROL
 RQ0567  ___________________________________________________________________
 RQ0567* NAD 83(1996)-  46 15 23.05050(N)    099 44 16.46326(W)     ADJUSTED  
 RQ0567* NAVD 88     -       692.655  (meters)    2272.49   (feet)  ADJUSTED  
 RQ0567  ___________________________________________________________________
 RQ0567  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 RQ0567  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 RQ0567  DYNAMIC HT  -         692.620 (meters)    2272.37  (feet)  COMP
 RQ0567  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 RQ0567
 RQ0567  HORZ ORDER  -  THIRD
 RQ0567  VERT ORDER  -  SECOND    CLASS 0
 RQ0567
 RQ0567.The horizontal coordinates were established by classical geodetic methods
 RQ0567.and adjusted by the National Geodetic Survey in January 1998..
 RQ0567
 RQ0567.The orthometric height was determined by differential leveling
 RQ0567.and adjusted by the National Geodetic Survey in June 1991..
 RQ0567
 RQ0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0567
 RQ0567.The geoid height was determined by GEOID03.
 RQ0567
 RQ0567.The dynamic height is computed by dividing the NAVD 88
 RQ0567.geopotential number by the normal gravity value computed on the
 RQ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0567.degrees latitude (g = 980.6199 gals.).
 RQ0567
 RQ0567.The modeled gravity was interpolated from observed gravity values.
 RQ0567
 RQ0567;                    North         East     Units Scale Factor Converg.
 RQ0567;SPC ND S     -    65,838.174   658,759.284   MT  0.99998644   +0 33 21.1
 RQ0567;SPC ND S     -   216,004.51  2,161,283.74   iFT  0.99998644   +0 33 21.1
 RQ0567;UTM  14      - 5,122,800.845   443,126.760   MT  0.99963976   -0 31 59.2
 RQ0567
 RQ0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0567!SPC ND S     -   0.99989497  x   0.99998644  =   0.99988141
 RQ0567!UTM  14      -   0.99989497  x   0.99963976  =   0.99953477
 RQ0567
 RQ0567:                Primary Azimuth Mark                     Grid Az
 RQ0567:SPC ND S     -  N CUPOLA BARN 2 MI E                     098 03 25.0
 RQ0567:UTM  14      -  N CUPOLA BARN 2 MI E                     099 08 45.3
 RQ0567
 RQ0567|---------------------------------------------------------------------|
 RQ0567| PID    Reference Object                     Distance      Geod. Az  |
 RQ0567|                                                           dddmmss.s |
 RQ0567| CO6475 N CUPOLA BARN 2 MI E                               0983646.1 |
 RQ0567| CO6491 ND SHD TOWER SW                                    20728     |
 RQ0567|---------------------------------------------------------------------|
 RQ0567
 RQ0567                          SUPERSEDED SURVEY CONTROL
 RQ0567
 RQ0567  NAD 83(1986)-  46 15 23.04593(N)    099 44 16.46157(W) AD(       ) 3
 RQ0567  NAD 27      -  46 15 23.13149(N)    099 44 15.04684(W) AD(       ) 3
 RQ0567  NGVD 29 (07/19/86)  690.0    (m)         2264.     (f) VERT ANG       
 RQ0567
 RQ0567.Superseded values are not recommended for survey control.
 RQ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0567.See file dsdata.txt to determine how the superseded data were derived.
 RQ0567
 RQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4312722801(NAD 83)
 RQ0567_MARKER: DE = TRAVERSE STATION DISK
 RQ0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0567_SP_SET: COPPER-CLAD STEEL ROD
 RQ0567_STAMPING: ET 12 GLD 1975
 RQ0567_MARK LOGO: USGS  
 RQ0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0567
 RQ0567  HISTORY     - Date     Condition        Report By
 RQ0567  HISTORY     - 1975     MONUMENTED       USGS
 RQ0567  HISTORY     - 1976     GOOD             USGS
 RQ0567
 RQ0567                          STATION DESCRIPTION
 RQ0567
 RQ0567'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0567'WISHEK, 8.9 MI. W. OF, S. SIDE OF HWY. R.O.W. AT CURVE IN RD.,140.5
 RQ0567'FT. S. OF CENTER OF HWY., 214 FT. NE OF CENTER OF TRACK RD. TO
 RQ0567'MICROWAVE TOWER, AND 2.3 FT. N. OF WITNESS POST. STANDARD TABLET ON
 RQ0567'COPPER WELD ROD CENTERED IN 6-IN. DRAIN TILE FILLED WITH GRAVEL
 RQ0567'AND STAMPED ET 12 GLD 1975.  N.D. STATE HWY. DEPT. MICROWAVE TOWER
 RQ0567'APPROX. 600 FT. DISTANT-S 27 DEG 28 MIN W.  N. CUPOLA OF 2 ON BARN
 RQ0567'APPROX. 2.5 MI. DISTANT-S 81 DEG 23 MIN E.
 RQ0567
 RQ0567                          STATION RECOVERY (1976)
 RQ0567
 RQ0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RQ0567'14.3 KM (8.90 MI) WSW FROM WISHEK.
 RQ0567'WISHEK, 8.9 MILES WEST OF, T. 132 N., R. 72 W., NEAR THE CENTER OF
 RQ0567'NORTHEAST 1/4 OF SECTION 18, SOUTH SIDE OF HWY. RIGHT-OF-WAY AT CURVE
 RQ0567'IN ROAD, 40.5 FEET SOUTH OF CENTERLINE HWY., 214 FEET NORTHEAST OF
 RQ0567'CENTER LINE TRACK ROAD TO MICROWAVE TOWER AND 2.3 FEET NORTH OF
 RQ0567'WITNESS POST, STANDARD TABLET ON COPPER WELD ROD CENTERED IN 6-INCH
 RQ0567'DRAIN TILE AND FILLED WITH GRAVEL, STAMPED ET 12 GLD 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0827 ***********************************************************************
 SO0827  DESIGNATION -  ET 12 JS
 SO0827  PID         -  SO0827
 SO0827  STATE/COUNTY-  ND/BILLINGS
 SO0827  USGS QUAD   -  GORHAM SW (1963)
 SO0827
 SO0827                         *CURRENT SURVEY CONTROL
 SO0827  ___________________________________________________________________
 SO0827* NAD 83(1996)-  47 05 32.76541(N)    103 23 49.26111(W)     ADJUSTED  
 SO0827* NAVD 88     -       844.0    (meters)    2769.     (feet)  VERTCON   
 SO0827  ___________________________________________________________________
 SO0827  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 SO0827  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 SO0827
 SO0827  HORZ ORDER  -  THIRD
 SO0827
 SO0827.The horizontal coordinates were established by classical geodetic methods
 SO0827.and adjusted by the National Geodetic Survey in January 1998..
 SO0827
 SO0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0827
 SO0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0827
 SO0827.The geoid height was determined by GEOID03.
 SO0827
 SO0827;                    North         East     Units Scale Factor Converg.
 SO0827;SPC ND S     -   162,540.652   380,106.511   MT  0.99994596   -2 06 46.9
 SO0827;SPC ND S     -   533,269.86  1,247,068.61   iFT  0.99994596   -2 06 46.9
 SO0827;UTM  13      - 5,216,682.794   621,656.233   MT  0.99978190   +1 10 27.3
 SO0827
 SO0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0827!SPC ND S     -   0.99987036  x   0.99994596  =   0.99981633
 SO0827!UTM  13      -   0.99987036  x   0.99978190  =   0.99965229
 SO0827
 SO0827:                Primary Azimuth Mark                     Grid Az
 SO0827:SPC ND S     -  GORHAM CATHOLIC CH STEEPLE               054 09 10.6
 SO0827:UTM  13      -  GORHAM CATHOLIC CH STEEPLE               050 51 56.4
 SO0827
 SO0827|---------------------------------------------------------------------|
 SO0827| PID    Reference Object                     Distance      Geod. Az  |
 SO0827|                                                           dddmmss.s |
 SO0827| CQ7696 GORHAM CATHOLIC CH STEEPLE                         0520223.7 |
 SO0827|---------------------------------------------------------------------|
 SO0827
 SO0827                          SUPERSEDED SURVEY CONTROL
 SO0827
 SO0827  NAD 83(1986)-  47 05 32.76147(N)    103 23 49.25324(W) AD(       ) 3
 SO0827  NAD 27      -  47 05 32.73105(N)    103 23 47.58001(W) AD(       ) 3
 SO0827  NGVD 29 (07/19/86)  843.4    (m)         2767.     (f) VERT ANG       
 SO0827
 SO0827.Superseded values are not recommended for survey control.
 SO0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0827.See file dsdata.txt to determine how the superseded data were derived.
 SO0827
 SO0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN2165616683(NAD 83)
 SO0827_MARKER: DE = TRAVERSE STATION DISK
 SO0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0827+STABILITY: SURFACE MOTION
 SO0827
 SO0827  HISTORY     - Date     Condition        Report By
 SO0827  HISTORY     - 1962     MONUMENTED       USGS
 SO0827
 SO0827                          STATION DESCRIPTION
 SO0827
 SO0827'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0827'GORHAM, 4.0 MI S. AND 4.0 MI W. OF.  NEAR COR. SECS. 19, 20, 29 AND
 SO0827'30, T. 142 N., R. 100 W., ON LOW PEAK AT W. END OF LONG, FLAT TOPPED
 SO0827'RIDGE.  430 FT E. OF WIRE GATE AND T - FENCE E., 102 FT N. OF FENCE
 SO0827'79 FT N. OF E. - W. TRAIL RD.  ON HIGHEST POINT.  IN CONCRETE POST,
 SO0827'STANDARD TABLET STAMPED---ET 12 JS 1962---V. A. ELEV. 2767.1
 SO0827'GORHAM CATHOLIC STEEPLE--N 52 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1911 ***********************************************************************
 TE1911  DESIGNATION -  ET 13 DM
 TE1911  PID         -  TE1911
 TE1911  STATE/COUNTY-  ND/CAVALIER
 TE1911  USGS QUAD   -  EGELAND (1962)
 TE1911
 TE1911                         *CURRENT SURVEY CONTROL
 TE1911  ___________________________________________________________________
 TE1911* NAD 83(1996)-  48 44 49.21245(N)    099 00 01.88311(W)     ADJUSTED  
 TE1911* NAVD 88     -       487.7    (meters)    1600.     (feet)  VERTCON   
 TE1911  ___________________________________________________________________
 TE1911  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 TE1911  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 TE1911
 TE1911  HORZ ORDER  -  THIRD
 TE1911  VERT ORDER  -  THIRD ? (See Below)
 TE1911
 TE1911.The horizontal coordinates were established by classical geodetic methods
 TE1911.and adjusted by the National Geodetic Survey in January 1998..
 TE1911
 TE1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1911.The vertical order pertains to the NGVD 29 superseded value.
 TE1911
 TE1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1911
 TE1911.The geoid height was determined by GEOID03.
 TE1911
 TE1911;                    North         East     Units Scale Factor Converg.
 TE1911;SPC ND N     -   195,315.626   710,267.384   MT  1.00000274   +1 06 56.9
 TE1911;SPC ND N     -   640,799.30  2,330,273.57   iFT  1.00000274   +1 06 56.9
 TE1911;UTM  14      - 5,399,331.976   499,961.547   MT  0.99960000   -0 00 01.4
 TE1911
 TE1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1911!SPC ND N     -   0.99992726  x   1.00000274  =   0.99993000
 TE1911!UTM  14      -   0.99992726  x   0.99960000  =   0.99952729
 TE1911
 TE1911:                Primary Azimuth Mark                     Grid Az
 TE1911:SPC ND N     -  N CUPOLA ON BARN SW                      219 23 06.8
 TE1911:UTM  14      -  N CUPOLA ON BARN SW                      220 30 05.1
 TE1911
 TE1911|---------------------------------------------------------------------|
 TE1911| PID    Reference Object                     Distance      Geod. Az  |
 TE1911|                                                           dddmmss.s |
 TE1911| CO7991 N CUPOLA ON BARN SW                                2203003.7 |
 TE1911| CO7506 CUPOLA ON BARN W                                   2754856.7 |
 TE1911|---------------------------------------------------------------------|
 TE1911
 TE1911                          SUPERSEDED SURVEY CONTROL
 TE1911
 TE1911  NAD 83(1986)-  48 44 49.21215(N)    099 00 01.86967(W) AD(       ) 3
 TE1911  NAD 27      -  48 44 49.18074(N)    099 00 00.37388(W) AD(       ) 3
 TE1911  NGVD 29 (07/19/86)  487.3    (m)         1599.     (f) LEVELING    3  
 TE1911
 TE1911.Superseded values are not recommended for survey control.
 TE1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1911.See file dsdata.txt to determine how the superseded data were derived.
 TE1911
 TE1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9996299332(NAD 83)
 TE1911_MARKER: DE = TRAVERSE STATION DISK
 TE1911_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE1911
 TE1911  HISTORY     - Date     Condition        Report By
 TE1911  HISTORY     - 1959     MONUMENTED       USGS
 TE1911
 TE1911                          STATION DESCRIPTION
 TE1911
 TE1911'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1911'EGELAND, 8.0 MI N. AND 4.5 MI E. OF.  15 FT S. AND 9.0 FT W. OF
 TE1911'CROSSROADS.  COR. SECS. 19, 24, 25 AND 30, T. 161 N., RS. 64 AND 65
 TE1911'W.  ATOP SMALL KNOLL.  IN A CONCRETE POST.  A STANDARD TABLET STAMPED
 TE1911'---13 DM 1959---PAINTED BM 1598.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0582 ***********************************************************************
 RQ0582  DESIGNATION -  ET 13 GLD
 RQ0582  PID         -  RQ0582
 RQ0582  STATE/COUNTY-  ND/LOGAN
 RQ0582  USGS QUAD   -  SCHELL BUTTES (1979)
 RQ0582
 RQ0582                         *CURRENT SURVEY CONTROL
 RQ0582  ___________________________________________________________________
 RQ0582* NAD 83(1996)-  46 21 48.74129(N)    099 46 09.57907(W)     ADJUSTED  
 RQ0582* NAVD 88     -       630.744  (meters)    2069.37   (feet)  ADJUSTED  
 RQ0582  ___________________________________________________________________
 RQ0582  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 RQ0582  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RQ0582  DYNAMIC HT  -         630.721 (meters)    2069.29  (feet)  COMP
 RQ0582  MODELED GRAV-     980,556.7   (mgal)                       NAVD 88
 RQ0582
 RQ0582  HORZ ORDER  -  THIRD
 RQ0582  VERT ORDER  -  SECOND    CLASS 0
 RQ0582
 RQ0582.The horizontal coordinates were established by classical geodetic methods
 RQ0582.and adjusted by the National Geodetic Survey in January 1998..
 RQ0582
 RQ0582.The orthometric height was determined by differential leveling
 RQ0582.and adjusted by the National Geodetic Survey in June 1991..
 RQ0582
 RQ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0582
 RQ0582.The geoid height was determined by GEOID03.
 RQ0582
 RQ0582.The dynamic height is computed by dividing the NAVD 88
 RQ0582.geopotential number by the normal gravity value computed on the
 RQ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0582.degrees latitude (g = 980.6199 gals.).
 RQ0582
 RQ0582.The modeled gravity was interpolated from observed gravity values.
 RQ0582
 RQ0582;                    North         East     Units Scale Factor Converg.
 RQ0582;SPC ND S     -    77,723.367   656,225.947   MT  0.99996945   +0 31 58.6
 RQ0582;SPC ND S     -   254,997.92  2,152,972.27   iFT  0.99996945   +0 31 58.6
 RQ0582;UTM  14      - 5,134,728.040   440,820.612   MT  0.99964305   -0 33 24.5
 RQ0582
 RQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0582!SPC ND S     -   0.99990466  x   0.99996945  =   0.99987412
 RQ0582!UTM  14      -   0.99990466  x   0.99964305  =   0.99954775
 RQ0582
 RQ0582:                Primary Azimuth Mark                     Grid Az
 RQ0582:SPC ND S     -  ND SHD MICROWAVE TOWER 8 M S             168 32 22.6
 RQ0582:UTM  14      -  ND SHD MICROWAVE TOWER 8 M S             169 37 45.7
 RQ0582
 RQ0582|---------------------------------------------------------------------|
 RQ0582| PID    Reference Object                     Distance      Geod. Az  |
 RQ0582|                                                           dddmmss.s |
 RQ0582| CO6490 ND SHD MICROWAVE TOWER 8 M S                       1690421.2 |
 RQ0582| CO6050 S CUPOLA BARN 2 MI NNW                             3365801.7 |
 RQ0582|---------------------------------------------------------------------|
 RQ0582
 RQ0582                          SUPERSEDED SURVEY CONTROL
 RQ0582
 RQ0582  NAD 83(1986)-  46 21 48.73675(N)    099 46 09.57685(W) AD(       ) 3
 RQ0582  NAD 27      -  46 21 48.82373(N)    099 46 08.15706(W) AD(       ) 3
 RQ0582  NGVD 29 (07/19/86)  630.0    (m)         2067.     (f) VERT ANG       
 RQ0582
 RQ0582.Superseded values are not recommended for survey control.
 RQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0582.See file dsdata.txt to determine how the superseded data were derived.
 RQ0582
 RQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4082134728(NAD 83)
 RQ0582_MARKER: DB = BENCH MARK DISK
 RQ0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0582_SP_SET: COPPER-CLAD STEEL ROD
 RQ0582_STAMPING: ET 13 GLD
 RQ0582_MARK LOGO: USGS  
 RQ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0582
 RQ0582  HISTORY     - Date     Condition        Report By
 RQ0582  HISTORY     - 1975     MONUMENTED       USGS
 RQ0582  HISTORY     - 1976     GOOD             USGS
 RQ0582
 RQ0582                          STATION DESCRIPTION
 RQ0582
 RQ0582'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0582'NAPOLEON, 10 MI. S. OF, NEAR THE 1/4 COR. BETWEEN SECS. 5 AND 6,
 RQ0582'T.133 N., R.72 W., APPROX. 0.1 MI. N OF 1/4 FE., 97.8 FT. E. OF
 RQ0582'CENTER OF HWY., 35 FT. S. OF CREST OF HILL, 2.2 FT. W. OF R.O.W. FE.
 RQ0582'AND WITNESS POST. STANDARD TABLET ON COPPER WELD ROD CENTERED IN
 RQ0582'6-IN.  DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 13 GLD 1975.
 RQ0582'N.D. STATE HWY. DEPT. MICROWAVE TOWER APPROX. 7.5 MI. DISTANT -
 RQ0582'S 10 DEG 55 MIN E.  S. CUPOLA ON BARN APPROX. 1.8 MI. DISTANT -
 RQ0582'N 23 DEG 02 MIN W.
 RQ0582
 RQ0582                          STATION RECOVERY (1976)
 RQ0582
 RQ0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RQ0582'15.3 KM (9.50 MI) SOUTH FROM NAPOLEON.
 RQ0582'NAPOLEON, 9.5 MILES SOUTH OF, 7 MILES NORTH AND 10.5 FEET WEST OF
 RQ0582'WISHEK, NEAR QUARTER CORNER OF SECTIONS 5 AND 6, T. 133 N., R. 72 W.,
 RQ0582'97.8 FEET EAST OF CENTERLINE HWY., 2.2 FEET WEST OF RIGHT-OF-WAY
 RQ0582'FENCE AND WITNESS POST AND SIGN, A STANDARD TABLET SUPPORTED BY
 RQ0582'COPPER-COATED RODS AND SURROUNDED BY A PLASTIC TILE FILLED WITH
 RQ0582'GRAVEL AND STAMPED ET 13 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0755 ***********************************************************************
 RQ0755  DESIGNATION -  ET 14 GLD
 RQ0755  PID         -  RQ0755
 RQ0755  STATE/COUNTY-  ND/LOGAN
 RQ0755  USGS QUAD   -  MC KENNA LAKE SOUTH (1979)
 RQ0755
 RQ0755                         *CURRENT SURVEY CONTROL
 RQ0755  ___________________________________________________________________
 RQ0755* NAD 83(1996)-  46 28 22.83554(N)    099 46 08.01416(W)     ADJUSTED  
 RQ0755* NAVD 88     -       613.2    (meters)    2012.     (feet)  VERTCON   
 RQ0755  ___________________________________________________________________
 RQ0755  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 RQ0755  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RQ0755
 RQ0755  HORZ ORDER  -  THIRD
 RQ0755
 RQ0755.The horizontal coordinates were established by classical geodetic methods
 RQ0755.and adjusted by the National Geodetic Survey in January 1998..
 RQ0755
 RQ0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0755
 RQ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0755
 RQ0755.The geoid height was determined by GEOID03.
 RQ0755
 RQ0755;                    North         East     Units Scale Factor Converg.
 RQ0755;SPC ND S     -    89,891.390   656,146.147   MT  0.99995566   +0 31 59.7
 RQ0755;SPC ND S     -   294,919.26  2,152,710.46   iFT  0.99995566   +0 31 59.7
 RQ0755;UTM  14      - 5,146,891.494   440,972.303   MT  0.99964283   -0 33 27.0
 RQ0755
 RQ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0755!SPC ND S     -   0.99990740  x   0.99995566  =   0.99986306
 RQ0755!UTM  14      -   0.99990740  x   0.99964283  =   0.99955026
 RQ0755
 RQ0755:                Primary Azimuth Mark                     Grid Az
 RQ0755:SPC ND S     -  BARN CUPOLA 2 MI WSW                     247 43 29.2
 RQ0755:UTM  14      -  BARN CUPOLA 2 MI WSW                     248 48 55.9
 RQ0755
 RQ0755|---------------------------------------------------------------------|
 RQ0755| PID    Reference Object                     Distance      Geod. Az  |
 RQ0755|                                                           dddmmss.s |
 RQ0755| CO4295 BARN CUPOLA 2 MI WSW                               2481528.9 |
 RQ0755| CO6482 NAPOLEON MWT                                       3515453.6 |
 RQ0755|---------------------------------------------------------------------|
 RQ0755
 RQ0755                          SUPERSEDED SURVEY CONTROL
 RQ0755
 RQ0755  NAD 83(1986)-  46 28 22.83026(N)    099 46 08.00808(W) AD(       ) 3
 RQ0755  NAD 27      -  46 28 22.91866(N)    099 46 06.58885(W) AD(       ) 3
 RQ0755  NGVD 29 (07/19/86)  612.8    (m)         2010.     (f) VERT ANG       
 RQ0755
 RQ0755.Superseded values are not recommended for survey control.
 RQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0755.See file dsdata.txt to determine how the superseded data were derived.
 RQ0755
 RQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4097246891(NAD 83)
 RQ0755_MARKER: DD = SURVEY DISK
 RQ0755_SETTING: 0 = UNSPECIFIED SETTING
 RQ0755
 RQ0755  HISTORY     - Date     Condition        Report By
 RQ0755  HISTORY     - 1975     MONUMENTED       USGS
 RQ0755
 RQ0755                          STATION DESCRIPTION
 RQ0755
 RQ0755'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0755'NAPOLEON, 2.5 MI. S. OF, NEAR THE COR. OF SECS. 29,30,31 AND 32,
 RQ0755'T.135 N.,R.72 W., 341.7 FT. N. AND 102 FT. E. OF T-RD. E. AND TRACK
 RQ0755'RD. W., 96.9 FT. NW OF NW COR. OF COUNTY HWY. WORK SHOP, 39 FT. S.
 RQ0755'OF POWER LINE POLE, 1 FT. N. AND 1.9 FT. W. OF COR. FE POST AND
 RQ0755'WITNESS SIGN. STANDARD TABLET ON COPPER WELD ROD, CENTERED IN 6-IN.
 RQ0755'DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 14 GLD 1975.  NAPOLEON
 RQ0755'MWT, N 08 DEG 05 MIN W.  CUPOLA ON BARN APPROX. 2 MI. DISTANT -
 RQ0755'S 68 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0766 ***********************************************************************
 RQ0766  DESIGNATION -  ET 15 GLD
 RQ0766  PID         -  RQ0766
 RQ0766  STATE/COUNTY-  ND/LOGAN
 RQ0766  USGS QUAD   -  MC KENNA LAKE NORTH (1980)
 RQ0766
 RQ0766                         *CURRENT SURVEY CONTROL
 RQ0766  ___________________________________________________________________
 RQ0766* NAD 83(1996)-  46 35 10.53962(N)    099 46 04.33734(W)     ADJUSTED  
 RQ0766* NAVD 88     -       631.7    (meters)    2073.     (feet)  VERTCON   
 RQ0766  ___________________________________________________________________
 RQ0766  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 RQ0766  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RQ0766
 RQ0766  HORZ ORDER  -  THIRD
 RQ0766
 RQ0766.The horizontal coordinates were established by classical geodetic methods
 RQ0766.and adjusted by the National Geodetic Survey in January 1998..
 RQ0766
 RQ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0766
 RQ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0766
 RQ0766.The geoid height was determined by GEOID03.
 RQ0766
 RQ0766;                    North         East     Units Scale Factor Converg.
 RQ0766;SPC ND S     -   102,480.130   656,107.254   MT  0.99994520   +0 32 02.4
 RQ0766;SPC ND S     -   336,220.90  2,152,582.85   iFT  0.99994520   +0 32 02.4
 RQ0766;UTM  14      - 5,159,474.821   441,173.113   MT  0.99964254   -0 33 28.1
 RQ0766
 RQ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0766!SPC ND S     -   0.99990449  x   0.99994520  =   0.99984969
 RQ0766!UTM  14      -   0.99990449  x   0.99964254  =   0.99954706
 RQ0766
 RQ0766:                Primary Azimuth Mark                     Grid Az
 RQ0766:SPC ND S     -  NAPOLEON MWT                             182 39 48.3
 RQ0766:UTM  14      -  NAPOLEON MWT                             183 45 18.8
 RQ0766
 RQ0766|---------------------------------------------------------------------|
 RQ0766| PID    Reference Object                     Distance      Geod. Az  |
 RQ0766|                                                           dddmmss.s |
 RQ0766| CO6482 NAPOLEON MWT                                       1831150.7 |
 RQ0766| CO4294 BARN CUPOLA 1 MI N                                 3511835.2 |
 RQ0766|---------------------------------------------------------------------|
 RQ0766
 RQ0766                          SUPERSEDED SURVEY CONTROL
 RQ0766
 RQ0766  NAD 83(1986)-  46 35 10.53381(N)    099 46 04.32528(W) AD(       ) 3
 RQ0766  NAD 27      -  46 35 10.62342(N)    099 46 02.91045(W) AD(       ) 3
 RQ0766  NGVD 29 (07/19/86)  631.3    (m)         2071.     (f) VERT ANG       
 RQ0766
 RQ0766.Superseded values are not recommended for survey control.
 RQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0766.See file dsdata.txt to determine how the superseded data were derived.
 RQ0766
 RQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4117359475(NAD 83)
 RQ0766_MARKER: DD = SURVEY DISK
 RQ0766_SETTING: 0 = UNSPECIFIED SETTING
 RQ0766
 RQ0766  HISTORY     - Date     Condition        Report By
 RQ0766  HISTORY     - 1975     MONUMENTED       USGS
 RQ0766
 RQ0766                          STATION DESCRIPTION
 RQ0766
 RQ0766'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0766'NAPOLEON, 5.4 MI. N. OF, 0.1 MI S. OF COR. OF SECS. 17,18,19 AND 20,
 RQ0766'T.136 N.,R.72 W., 151.3 FT. E. OF CENTER OF HWY., ON CREST OF HILL,
 RQ0766'2.2 FT. W. OF FE. LINE AND WITNESS POST. STANDARD TABLET ON COPPER
 RQ0766'WELD ROD, CENTERED IN 6-IN. DRAIN TILE FILLED WITH GRAVEL AND
 RQ0766'STAMPED ET 15 GLD 1975. S 03 DEG 12 MIN W.  CUPOLA ON BARN APPROX.
 RQ0766'1 MI. DISTANT-N 08 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1862 ***********************************************************************
 TE1862  DESIGNATION -  ET 16 DM
 TE1862  PID         -  TE1862
 TE1862  STATE/COUNTY-  ND/TOWNER
 TE1862  USGS QUAD   -  CALIO (1971)
 TE1862
 TE1862                         *CURRENT SURVEY CONTROL
 TE1862  ___________________________________________________________________
 TE1862* NAD 83(1996)-  48 37 49.91173(N)    098 59 30.85734(W)     ADJUSTED  
 TE1862* NAVD 88     -       471.7    (meters)    1548.     (feet)  VERTCON   
 TE1862  ___________________________________________________________________
 TE1862  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 TE1862  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 TE1862
 TE1862  HORZ ORDER  -  THIRD
 TE1862  VERT ORDER  -  THIRD ? (See Below)
 TE1862
 TE1862.The horizontal coordinates were established by classical geodetic methods
 TE1862.and adjusted by the National Geodetic Survey in January 1998..
 TE1862
 TE1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1862.The vertical order pertains to the NGVD 29 superseded value.
 TE1862
 TE1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1862
 TE1862.The geoid height was determined by GEOID03.
 TE1862
 TE1862;                    North         East     Units Scale Factor Converg.
 TE1862;SPC ND N     -   182,378.432   711,154.736   MT  0.99998124   +1 07 20.0
 TE1862;SPC ND N     -   598,354.44  2,333,184.83   iFT  0.99998124   +1 07 20.0
 TE1862;UTM  14      - 5,386,385.024   500,596.469   MT  0.99960000   +0 00 21.9
 TE1862
 TE1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1862!SPC ND N     -   0.99992977  x   0.99998124  =   0.99991101
 TE1862!UTM  14      -   0.99992977  x   0.99960000  =   0.99952980
 TE1862
 TE1862:                Primary Azimuth Mark                     Grid Az
 TE1862:SPC ND N     -  E CUPOLA BARN SW                         200 26 46.2
 TE1862:UTM  14      -  E CUPOLA BARN SW                         201 33 44.3
 TE1862
 TE1862|---------------------------------------------------------------------|
 TE1862| PID    Reference Object                     Distance      Geod. Az  |
 TE1862|                                                           dddmmss.s |
 TE1862| CO6782 E CUPOLA BARN SW                                   2013406.2 |
 TE1862| CO7319 BARN NW                                            3214245.2 |
 TE1862|---------------------------------------------------------------------|
 TE1862
 TE1862                          SUPERSEDED SURVEY CONTROL
 TE1862
 TE1862  NAD 83(1986)-  48 37 49.91142(N)    098 59 30.84707(W) AD(       ) 3
 TE1862  NAD 27      -  48 37 49.88181(N)    098 59 29.35308(W) AD(       ) 3
 TE1862  NGVD 29 (07/19/86)  471.4    (m)         1547.     (f) LEVELING    3  
 TE1862
 TE1862.Superseded values are not recommended for survey control.
 TE1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1862.See file dsdata.txt to determine how the superseded data were derived.
 TE1862
 TE1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0059686385(NAD 83)
 TE1862_MARKER: DE = TRAVERSE STATION DISK
 TE1862_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE1862
 TE1862  HISTORY     - Date     Condition        Report By
 TE1862  HISTORY     - 1959     MONUMENTED       USGS
 TE1862
 TE1862                          STATION DESCRIPTION
 TE1862
 TE1862'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1862'EDGELAND, 5.0 MI E. OF, NEAR COR. SECS. 1, 2, 35 AND 36.  TPS. 159 AND
 TE1862'160 N., R. 65 W., 70 FT S. AND 73 FT E. OF CENTER OF RD. AT CROSSING
 TE1862'OF MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RR., 2 FT N. OF A FENCE,
 TE1862'IN A CONCRETE POST.  A STANDARD TABLET STAMPED---ET 16 DM 1959---ELEV.
 TE1862'1546.4.  E. CUPOLA OF BARN 2.0 MI DISTANT-- 21 DEG 34 MIN W.
 TE1862'CUPOLA ON BARN 1.0 MI DISTANT--N 38 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0763 ***********************************************************************
 RQ0763  DESIGNATION -  ET 16 GLD
 RQ0763  PID         -  RQ0763
 RQ0763  STATE/COUNTY-  ND/KIDDER
 RQ0763  USGS QUAD   -  KINTYRE NE (1979)
 RQ0763
 RQ0763                         *CURRENT SURVEY CONTROL
 RQ0763  ___________________________________________________________________
 RQ0763* NAD 83(1996)-  46 39 41.26825(N)    099 46 10.97914(W)     ADJUSTED  
 RQ0763* NAVD 88     -       643.2    (meters)    2110.     (feet)  VERTCON   
 RQ0763  ___________________________________________________________________
 RQ0763  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 RQ0763  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 RQ0763
 RQ0763  HORZ ORDER  -  THIRD
 RQ0763
 RQ0763.The horizontal coordinates were established by classical geodetic methods
 RQ0763.and adjusted by the National Geodetic Survey in January 1998..
 RQ0763
 RQ0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0763
 RQ0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0763
 RQ0763.The geoid height was determined by GEOID03.
 RQ0763
 RQ0763;                    North         East     Units Scale Factor Converg.
 RQ0763;SPC ND S     -   110,837.736   655,888.158   MT  0.99994040   +0 31 57.6
 RQ0763;SPC ND S     -   363,640.87  2,151,864.04   iFT  0.99994040   +0 31 57.6
 RQ0763;UTM  14      - 5,167,832.575   441,113.374   MT  0.99964262   -0 33 35.4
 RQ0763
 RQ0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0763!SPC ND S     -   0.99990269  x   0.99994040  =   0.99984309
 RQ0763!UTM  14      -   0.99990269  x   0.99964262  =   0.99954534
 RQ0763
 RQ0763:                Primary Azimuth Mark                     Grid Az
 RQ0763:SPC ND S     -  AT AND T RELAY TOWER NE                  048 16 21.0
 RQ0763:UTM  14      -  AT AND T RELAY TOWER NE                  049 21 54.0
 RQ0763
 RQ0763|---------------------------------------------------------------------|
 RQ0763| PID    Reference Object                     Distance      Geod. Az  |
 RQ0763|                                                           dddmmss.s |
 RQ0763| CO4266 AT AND T RELAY TOWER NE                            0484818.6 |
 RQ0763| CO4296 BARN CUPOLA 0.3 MI E                               0851737.3 |
 RQ0763|---------------------------------------------------------------------|
 RQ0763
 RQ0763                          SUPERSEDED SURVEY CONTROL
 RQ0763
 RQ0763  NAD 83(1986)-  46 39 41.26186(N)    099 46 10.96444(W) AD(       ) 3
 RQ0763  NAD 27      -  46 39 41.35283(N)    099 46 09.55704(W) AD(       ) 3
 RQ0763  NGVD 29 (07/19/86)  642.8    (m)         2109.     (f) VERT ANG       
 RQ0763
 RQ0763.Superseded values are not recommended for survey control.
 RQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0763.See file dsdata.txt to determine how the superseded data were derived.
 RQ0763
 RQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4111367833(NAD 83)
 RQ0763_MARKER: DD = SURVEY DISK
 RQ0763_SETTING: 0 = UNSPECIFIED SETTING
 RQ0763
 RQ0763  HISTORY     - Date     Condition        Report By
 RQ0763  HISTORY     - 1975     MONUMENTED       USGS
 RQ0763
 RQ0763                          STATION DESCRIPTION
 RQ0763
 RQ0763'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0763'NAPOLEON, 10.5 MI. N. AND 0.25 MI. W. OF, NEAR E/16 COR. BETWEEN
 RQ0763'SECS. 21 AND 28, T.137 N.,R.72 W., APPROX. 0.25 MI. W. OF HWY. 3, 29
 RQ0763'FT. S.  OF TRACK RD. ALONG SEC. LINE, 18 FT. E. OF CREST OF HILL, 2.2
 RQ0763'FT. N.  OF FE. AND WITNESS POST. STANDARD TABLET ON COPPER WELD ROD
 RQ0763'CENTERED IN 6-IN. DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 16
 RQ0763'GLD 1975.  AT AND T RELAY TOWER APPROX. 0.25 MI. DISTANT -
 RQ0763'N 48 DEG 48 MIN E.  CUPOLA ON BARN APPROX. 0.3 MI. DISTANT -
 RQ0763'N 85 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1133 ***********************************************************************
 TD1133  DESIGNATION -  ET 17 DM
 TD1133  PID         -  TD1133
 TD1133  STATE/COUNTY-  ND/WALSH
 TD1133  USGS QUAD   -  BIG WOODS NW (1979)
 TD1133
 TD1133                         *CURRENT SURVEY CONTROL
 TD1133  ___________________________________________________________________
 TD1133* NAD 83(1996)-  48 29 57.45840(N)    097 10 03.45566(W)     ADJUSTED  
 TD1133* NAVD 88     -       243.5    (meters)     799.     (feet)  VERTCON   
 TD1133  ___________________________________________________________________
 TD1133  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TD1133  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 TD1133
 TD1133  HORZ ORDER  -  THIRD
 TD1133  VERT ORDER  -  THIRD ? (See Below)
 TD1133
 TD1133.The horizontal coordinates were established by classical geodetic methods
 TD1133.and adjusted by the National Geodetic Survey in January 1998..
 TD1133
 TD1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1133.The vertical order pertains to the NGVD 29 superseded value.
 TD1133
 TD1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1133
 TD1133.The geoid height was determined by GEOID03.
 TD1133
 TD1133;                    North         East     Units Scale Factor Converg.
 TD1133;SPC ND N     -   172,024.715   846,184.290   MT  0.99996201   +2 28 47.0
 TD1133;SPC ND N     -   564,385.55  2,776,195.18   iFT  0.99996201   +2 28 47.0
 TD1133;UTM  14      - 5,373,418.436   635,359.910   MT  0.99982511   +1 22 21.2
 TD1133
 TD1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1133!SPC ND N     -   0.99996605  x   0.99996201  =   0.99992806
 TD1133!UTM  14      -   0.99996605  x   0.99982511  =   0.99979117
 TD1133
 TD1133:                Primary Azimuth Mark                     Grid Az
 TD1133:SPC ND N     -  STA 27                                   267 52 27.8
 TD1133:UTM  14      -  STA 27                                   268 58 53.6
 TD1133
 TD1133|---------------------------------------------------------------------|
 TD1133| PID    Reference Object                     Distance      Geod. Az  |
 TD1133|                                                           dddmmss.s |
 TD1133| TD1140 STA 27                              APPROX. 1.7 KM 2702114.8 |
 TD1133| TD1137 STA 25                               89.478 METERS 28047     |
 TD1133|---------------------------------------------------------------------|
 TD1133
 TD1133                          SUPERSEDED SURVEY CONTROL
 TD1133
 TD1133  NAD 83(1986)-  48 29 57.45350(N)    097 10 03.43838(W) AD(       ) 3
 TD1133  NAD 27      -  48 29 57.51528(N)    097 10 02.15250(W) AD(       ) 3
 TD1133  NGVD 29 (07/19/86)  243.2    (m)          798.     (f) LEVELING    3  
 TD1133
 TD1133.Superseded values are not recommended for survey control.
 TD1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1133.See file dsdata.txt to determine how the superseded data were derived.
 TD1133
 TD1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3536073418(NAD 83)
 TD1133_MARKER: DE = TRAVERSE STATION DISK
 TD1133_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1133_STAMPING: ET 17 DM 1959
 TD1133_MARK LOGO: USGS  
 TD1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1133
 TD1133  HISTORY     - Date     Condition        Report By
 TD1133  HISTORY     - 1959     MONUMENTED       USGS
 TD1133
 TD1133                          STATION DESCRIPTION
 TD1133
 TD1133'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1133'DRAYTON, 4.5 MI S. AND 0.5 MI E. OF, 56 FT S. AND 289 FT E. OF
 TD1133'CROSSROADS, NEAR COR. SECS. 13, 14, 23 AND 24, T. 158 N., R. 51 W., 3
 TD1133'FT W. OF A TELEPHONE POLE, IN CONCRETE POST.  STANDARD TABLET STAMPED
 TD1133'---ET 17 DM 1959.  W. GABLE OF BARN 0.5 MI
 TD1133'DISTANT--S 87 DEG 52 MIN E.  TO CHIMNEY ON SCHOOLHOUSE 1.0 MI DISTANT
 TD1133'--S 88 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1144 ***********************************************************************
 TD1144  DESIGNATION -  ET 18 DM
 TD1144  PID         -  TD1144
 TD1144  STATE/COUNTY-  ND/WALSH
 TD1144  USGS QUAD   -  BIG WOODS NW (1979)
 TD1144
 TD1144                         *CURRENT SURVEY CONTROL
 TD1144  ___________________________________________________________________
 TD1144* NAD 83(1996)-  48 29 57.40521(N)    097 12 51.65348(W)     ADJUSTED  
 TD1144* NAVD 88     -       245.4    (meters)     805.     (feet)  VERTCON   
 TD1144  ___________________________________________________________________
 TD1144  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 TD1144  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 TD1144
 TD1144  HORZ ORDER  -  THIRD
 TD1144  VERT ORDER  -  THIRD ? (See Below)
 TD1144
 TD1144.The horizontal coordinates were established by classical geodetic methods
 TD1144.and adjusted by the National Geodetic Survey in January 1998..
 TD1144
 TD1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1144.The vertical order pertains to the NGVD 29 superseded value.
 TD1144
 TD1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1144
 TD1144.The geoid height was determined by GEOID03.
 TD1144
 TD1144;                    North         East     Units Scale Factor Converg.
 TD1144;SPC ND N     -   171,874.736   842,734.838   MT  0.99996201   +2 26 41.9
 TD1144;SPC ND N     -   563,893.49  2,764,878.08   iFT  0.99996201   +2 26 41.9
 TD1144;UTM  14      - 5,373,335.155   631,908.696   MT  0.99981378   +1 20 15.2
 TD1144
 TD1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1144!SPC ND N     -   0.99996574  x   0.99996201  =   0.99992775
 TD1144!UTM  14      -   0.99996574  x   0.99981378  =   0.99977953
 TD1144
 TD1144:                Primary Azimuth Mark                     Grid Az
 TD1144:SPC ND N     -  STA 29                                   266 56 58.6
 TD1144:UTM  14      -  STA 29                                   268 03 25.3
 TD1144
 TD1144|---------------------------------------------------------------------|
 TD1144| PID    Reference Object                     Distance      Geod. Az  |
 TD1144|                                                           dddmmss.s |
 TD1144| TD1146 STA 29                              APPROX. 1.5 KM 2692340.5 |
 TD1144|---------------------------------------------------------------------|
 TD1144
 TD1144                          SUPERSEDED SURVEY CONTROL
 TD1144
 TD1144  NAD 83(1986)-  48 29 57.40129(N)    097 12 51.63617(W) AD(       ) 3
 TD1144  NAD 27      -  48 29 57.46229(N)    097 12 50.34391(W) AD(       ) 3
 TD1144  NGVD 29 (07/19/86)  245.1    (m)          804.     (f) LEVELING    3  
 TD1144
 TD1144.Superseded values are not recommended for survey control.
 TD1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1144.See file dsdata.txt to determine how the superseded data were derived.
 TD1144
 TD1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3190973335(NAD 83)
 TD1144_MARKER: DE = TRAVERSE STATION DISK
 TD1144_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1144_STAMPING: ET 18 DM 1959
 TD1144_MARK LOGO: USGS  
 TD1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1144
 TD1144  HISTORY     - Date     Condition        Report By
 TD1144  HISTORY     - 1959     MONUMENTED       USGS
 TD1144
 TD1144                          STATION DESCRIPTION
 TD1144
 TD1144'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1144'GRAFTON, 5.5 MI N. AND 9.0 MI E. OF.  DRAYTON, 4.5 MI S. AND 1.5 MI W.
 TD1144'OF.  57 FT S. AND 452 FT W. OF CROSSROADS NEAR COR. SECS. 15, 16, 21
 TD1144'AND 22, T. 158 N., R. 51 W.  IN CONCRETE POST.  STANDARD TABLET
 TD1144'STAMPED---ET 18 DM 1959---.  SCHOOLHOUSE CHIMNEY 1.0 MI
 TD1144'DISTANT--S 88 DEG 28 MIN E.  TO WEATHER VANE ON BARN ABOUT 0.75
 TD1144'MI DISTANT--N 29 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1198 ***********************************************************************
 TD1198  DESIGNATION -  ET 2 DM
 TD1198  PID         -  TD1198
 TD1198  STATE/COUNTY-  ND/WALSH
 TD1198  USGS QUAD   -  GRAFTON (1960)
 TD1198
 TD1198                         *CURRENT SURVEY CONTROL
 TD1198  ___________________________________________________________________
 TD1198* NAD 83(1996)-  48 23 48.82247(N)    097 29 30.89401(W)     ADJUSTED  
 TD1198* NAVD 88     -       257.6    (meters)     845.     (feet)  VERTCON   
 TD1198  ___________________________________________________________________
 TD1198  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TD1198  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 TD1198
 TD1198  HORZ ORDER  -  THIRD
 TD1198  VERT ORDER  -  THIRD ? (See Below)
 TD1198
 TD1198.The horizontal coordinates were established by classical geodetic methods
 TD1198.and adjusted by the National Geodetic Survey in January 1998..
 TD1198
 TD1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1198.The vertical order pertains to the NGVD 29 superseded value.
 TD1198
 TD1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1198
 TD1198.The geoid height was determined by GEOID03.
 TD1198
 TD1198;                    North         East     Units Scale Factor Converg.
 TD1198;SPC ND N     -   159,660.811   822,684.542   MT  0.99995067   +2 14 18.3
 TD1198;SPC ND N     -   523,821.56  2,699,096.27   iFT  0.99995067   +2 14 18.3
 TD1198;UTM  14      - 5,361,513.657   611,629.266   MT  0.99975310   +1 07 40.1
 TD1198
 TD1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1198!SPC ND N     -   0.99996376  x   0.99995067  =   0.99991443
 TD1198!UTM  14      -   0.99996376  x   0.99975310  =   0.99971687
 TD1198
 TD1198                          SUPERSEDED SURVEY CONTROL
 TD1198
 TD1198  NAD 83(1986)-  48 23 48.82443(N)    097 29 30.88170(W) AD(       ) 3
 TD1198  NAD 27      -  48 23 48.88297(N)    097 29 29.54739(W) AD(       ) 3
 TD1198  NGVD 29 (07/19/86)  257.2    (m)          844.     (f) LEVELING    3  
 TD1198
 TD1198.Superseded values are not recommended for survey control.
 TD1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1198.See file dsdata.txt to determine how the superseded data were derived.
 TD1198
 TD1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1162961514(NAD 83)
 TD1198_MARKER: DE = TRAVERSE STATION DISK
 TD1198_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1198_STAMPING: ET 2 DM 1959
 TD1198_MARK LOGO: USGS  
 TD1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1198
 TD1198  HISTORY     - Date     Condition        Report By
 TD1198  HISTORY     - 1959     MONUMENTED       USGS
 TD1198
 TD1198                          STATION DESCRIPTION
 TD1198
 TD1198'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1198'GRAFTON, 1.5 MI S. AND 4.0 MI W. OF.  424 FT S. AND 42 FT E. OF
 TD1198'CROSSROADS, T. 157 N., R. 53 W., NEAR COR. SECS. 20, 21, 28 AND 29.
 TD1198'IN CONCRETE POST, A STANDARD TABLET STAMPED---ET 2 DM 1959---.  FT. 3,
 TD1198'1 - 146 WATER TANK IN GRAFTON--N 65 DEG 52 MIN E.  S. CUPOLA
 TD1198'CUPOLA ON RED BARN 1.0 MI DISTANT--N 72 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1942 ***********************************************************************
 TE1942  DESIGNATION -  ET 2 DM
 TE1942  PID         -  TE1942
 TE1942  STATE/COUNTY-  ND/TOWNER
 TE1942  USGS QUAD   -  BIG COULEE DAM (1971)
 TE1942
 TE1942                         *CURRENT SURVEY CONTROL
 TE1942  ___________________________________________________________________
 TE1942* NAD 83(1996)-  48 38 00.95689(N)    099 15 12.63701(W)     ADJUSTED  
 TE1942* NAVD 88     -       466.4    (meters)    1530.     (feet)  VERTCON   
 TE1942  ___________________________________________________________________
 TE1942  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 TE1942  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 TE1942
 TE1942  HORZ ORDER  -  THIRD
 TE1942  VERT ORDER  -  THIRD ? (See Below)
 TE1942
 TE1942.The horizontal coordinates were established by classical geodetic methods
 TE1942.and adjusted by the National Geodetic Survey in January 1998..
 TE1942
 TE1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1942.The vertical order pertains to the NGVD 29 superseded value.
 TE1942
 TE1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1942
 TE1942.The geoid height was determined by GEOID03.
 TE1942
 TE1942;                    North         East     Units Scale Factor Converg.
 TE1942;SPC ND N     -   182,374.652   691,869.343   MT  0.99998176   +0 55 39.2
 TE1942;SPC ND N     -   598,342.03  2,269,912.54   iFT  0.99998176   +0 55 39.2
 TE1942;UTM  14      - 5,386,757.048   481,321.997   MT  0.99960429   -0 11 24.9
 TE1942
 TE1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1942!SPC ND N     -   0.99993052  x   0.99998176  =   0.99991228
 TE1942!UTM  14      -   0.99993052  x   0.99960429  =   0.99953484
 TE1942
 TE1942:                Primary Azimuth Mark                     Grid Az
 TE1942:SPC ND N     -  CUPOLA ON BARN E                         101 09 54.4
 TE1942:UTM  14      -  CUPOLA ON BARN E                         102 16 58.5
 TE1942
 TE1942|---------------------------------------------------------------------|
 TE1942| PID    Reference Object                     Distance      Geod. Az  |
 TE1942|                                                           dddmmss.s |
 TE1942| CO7501 CUPOLA ON BARN E                                   1020533.6 |
 TE1942| CO7504 CUPOLA ON BARN SSE                                 1573850.6 |
 TE1942| TE1943 STA 15 CH 1221                      413.641 METERS 2354434.1 |
 TE1942|---------------------------------------------------------------------|
 TE1942
 TE1942                          SUPERSEDED SURVEY CONTROL
 TE1942
 TE1942  NAD 83(1986)-  48 38 00.95962(N)    099 15 12.62616(W) AD(       ) 3
 TE1942  NAD 27      -  48 38 00.93060(N)    099 15 11.09691(W) AD(       ) 3
 TE1942  NGVD 29 (07/19/86)  466.0    (m)         1529.     (f) LEVELING    3  
 TE1942
 TE1942.Superseded values are not recommended for survey control.
 TE1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1942.See file dsdata.txt to determine how the superseded data were derived.
 TE1942
 TE1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8132286757(NAD 83)
 TE1942_MARKER: DE = TRAVERSE STATION DISK
 TE1942_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE1942
 TE1942  HISTORY     - Date     Condition        Report By
 TE1942  HISTORY     - 1959     MONUMENTED       USGS
 TE1942
 TE1942                          STATION DESCRIPTION
 TE1942
 TE1942'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1942'CANDO, 10.0 MI N. AND 2.0 MI W. OF.  776 FT N. AND 64 FT E. OF
 TE1942'CENTERLINE OF U.S. HIGHWAY 281 AT CROSSROADS.  COR. SECS. 35, 36, 1
 TE1942'AND 2, TPS. 159 AND 160 N., R. 67 W.  14 FT W. OF A POWER LINE POLE.
 TE1942'IN A CONCRETE POST.  A STANDARD TABLET STAMPED---2 DM 1959---PAINTED
 TE1942'BM 1528.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0825 ***********************************************************************
 SO0825  DESIGNATION -  ET 2 EV
 SO0825  PID         -  SO0825
 SO0825  STATE/COUNTY-  ND/BILLINGS
 SO0825  USGS QUAD   -  GORHAM SE (1963)
 SO0825
 SO0825                         *CURRENT SURVEY CONTROL
 SO0825  ___________________________________________________________________
 SO0825* NAD 83(1996)-  47 04 00.84878(N)    103 19 20.01565(W)     ADJUSTED  
 SO0825* NAVD 88     -       837.80   (+/-2cm)    2748.7    (feet)  VERTCON   
 SO0825  ___________________________________________________________________
 SO0825  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 SO0825  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 SO0825
 SO0825  HORZ ORDER  -  THIRD
 SO0825  VERT ORDER  -  THIRD ? (See Below)
 SO0825
 SO0825.The horizontal coordinates were established by classical geodetic methods
 SO0825.and adjusted by the National Geodetic Survey in January 1998..
 SO0825
 SO0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0825.The vertical order pertains to the NGVD 29 superseded value.
 SO0825
 SO0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0825
 SO0825.The geoid height was determined by GEOID03.
 SO0825
 SO0825;                    North         East     Units Scale Factor Converg.
 SO0825;SPC ND S     -   159,497.485   385,678.931   MT  0.99994405   -2 03 30.5
 SO0825;SPC ND S     -   523,285.71  1,265,350.82   iFT  0.99994405   -2 03 30.5
 SO0825;UTM  13      - 5,213,964.577   627,393.095   MT  0.99979946   +1 13 42.8
 SO0825
 SO0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0825!SPC ND S     -   0.99987133  x   0.99994405  =   0.99981539
 SO0825!UTM  13      -   0.99987133  x   0.99979946  =   0.99967082
 SO0825
 SO0825                          SUPERSEDED SURVEY CONTROL
 SO0825
 SO0825  NAD 83(1986)-  47 04 00.84457(N)    103 19 20.00811(W) AD(       ) 3
 SO0825  NAD 27      -  47 04 00.80365(N)    103 19 18.35236(W) AD(       ) 3
 SO0825  NGVD 29 (07/19/86)  837.24   (m)         2746.8    (f) LEVELING    3  
 SO0825
 SO0825.Superseded values are not recommended for survey control.
 SO0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0825.See file dsdata.txt to determine how the superseded data were derived.
 SO0825
 SO0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN2739313965(NAD 83)
 SO0825_MARKER: DE = TRAVERSE STATION DISK
 SO0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0825+STABILITY: SURFACE MOTION
 SO0825
 SO0825  HISTORY     - Date     Condition        Report By
 SO0825  HISTORY     - 1962     MONUMENTED       USGS
 SO0825
 SO0825                          STATION DESCRIPTION
 SO0825
 SO0825'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0825'GORHAM, 5.7 MI S. AND 0.6 MI W. OF.  ABOUT 0.15 MI W. OF APPROX. 1/4
 SO0825'COR. BETWEEN SECS. 2 AND 35, T. 141 AND 142 N., R. 100 W., 427 FT W.
 SO0825'OF T - RD. E., 1.5 FT S. OF E. - W. FENCE LINE IN CONCRETE POST.
 SO0825'STANDARD TABLET STAMPED---ET 2 EV 1962 2747---GORDON
 SO0825'CATHOLIC CHURCH SPIRE--N 06 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0761 ***********************************************************************
 RQ0761  DESIGNATION -  ET 2 GLD
 RQ0761  PID         -  RQ0761
 RQ0761  STATE/COUNTY-  ND/KIDDER
 RQ0761  USGS QUAD   -  ALKALINE LAKE NW (1983)
 RQ0761
 RQ0761                         *CURRENT SURVEY CONTROL
 RQ0761  ___________________________________________________________________
 RQ0761* NAD 83(1996)-  46 44 00.95759(N)    099 43 38.80397(W)     ADJUSTED  
 RQ0761* NAVD 88     -       569.9    (meters)    1870.     (feet)  VERTCON   
 RQ0761  ___________________________________________________________________
 RQ0761  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 RQ0761  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 RQ0761
 RQ0761  HORZ ORDER  -  THIRD
 RQ0761
 RQ0761.The horizontal coordinates were established by classical geodetic methods
 RQ0761.and adjusted by the National Geodetic Survey in January 1998..
 RQ0761
 RQ0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0761
 RQ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0761
 RQ0761.The geoid height was determined by GEOID03.
 RQ0761
 RQ0761;                    North         East     Units Scale Factor Converg.
 RQ0761;SPC ND S     -   118,886.787   659,044.163   MT  0.99993740   +0 33 48.6
 RQ0761;SPC ND S     -   390,048.51  2,162,218.38   iFT  0.99993740   +0 33 48.6
 RQ0761;UTM  14      - 5,175,817.585   444,421.336   MT  0.99963797   -0 31 47.0
 RQ0761
 RQ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0761!SPC ND S     -   0.99991420  x   0.99993740  =   0.99985160
 RQ0761!UTM  14      -   0.99991420  x   0.99963797  =   0.99955220
 RQ0761
 RQ0761:                Primary Azimuth Mark                     Grid Az
 RQ0761:SPC ND S     -  TELEPHONE MWAVE TOWER SW 5               200 36 54.6
 RQ0761:UTM  14      -  TELEPHONE MWAVE TOWER SW 5               201 42 30.2
 RQ0761
 RQ0761|---------------------------------------------------------------------|
 RQ0761| PID    Reference Object                     Distance      Geod. Az  |
 RQ0761|                                                           dddmmss.s |
 RQ0761| CO6262 TELEPHONE MWAVE TOWER SW 5                         2011043.2 |
 RQ0761|---------------------------------------------------------------------|
 RQ0761
 RQ0761                          SUPERSEDED SURVEY CONTROL
 RQ0761
 RQ0761  NAD 83(1986)-  46 44 00.95163(N)    099 43 38.78976(W) AD(       ) 3
 RQ0761  NAD 27      -  46 44 01.04885(N)    099 43 37.39460(W) AD(       ) 3
 RQ0761  NGVD 29 (07/19/86)  569.5    (m)         1868.     (f) VERT ANG       
 RQ0761
 RQ0761.Superseded values are not recommended for survey control.
 RQ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0761.See file dsdata.txt to determine how the superseded data were derived.
 RQ0761
 RQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS4442175818(NAD 83)
 RQ0761_MARKER: DD = SURVEY DISK
 RQ0761_SETTING: 0 = UNSPECIFIED SETTING
 RQ0761
 RQ0761  HISTORY     - Date     Condition        Report By
 RQ0761  HISTORY     - 1975     MONUMENTED       USGS
 RQ0761
 RQ0761                          STATION DESCRIPTION
 RQ0761
 RQ0761'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0761'NAPOLEON,15 MI. N. AND 1., MI. E. OF JUNCTION OF HWYS. 3 AND 34 AT,
 RQ0761'NEAR THE E/16 COR. BETWEEN SECS. 26 AND 35,T.138 N.,R.72 W.,796.94
 RQ0761'FT. ESE OF RD. AT DRIVE N.,122 FT. E. AND 41 FT. S. OF POWER POLE,95
 RQ0761'FT.  S. OF GRAVEL RD., 3 FT. N. OF N. EDGE OF ROCK PILE,AND 1 FT. N
 RQ0761'OF WITNESS POST. STANDARD TABLET ON 8 FT. COPPER WELD ROD,
 RQ0761'CENTERED IN 6-IN. DRAIN TILE, FILLED WITH GRAVEL AND STAMPED ET 2
 RQ0761'GLD 1975.  TELEPHONE CO. MICROWAVE TOWER APPROX. 5.0
 RQ0761'MI. DISTANT- S 21 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1152 ***********************************************************************
 TD1152  DESIGNATION -  ET 2 JA
 TD1152  PID         -  TD1152
 TD1152  STATE/COUNTY-  ND/GRAND FORKS
 TD1152  USGS QUAD   -  OSLO (1979)
 TD1152
 TD1152                         *CURRENT SURVEY CONTROL
 TD1152  ___________________________________________________________________
 TD1152* NAD 83(1996)-  48 08 05.76722(N)    097 08 33.65566(W)     ADJUSTED  
 TD1152* NAVD 88     -       247.     (meters)     810.     (feet)  VERTCON   
 TD1152  ___________________________________________________________________
 TD1152  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 TD1152  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 TD1152
 TD1152  HORZ ORDER  -  THIRD
 TD1152
 TD1152.The horizontal coordinates were established by classical geodetic methods
 TD1152.and adjusted by the National Geodetic Survey in January 1998..
 TD1152
 TD1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1152
 TD1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1152
 TD1152.The geoid height was determined by GEOID03.
 TD1152
 TD1152;                    North         East     Units Scale Factor Converg.
 TD1152;SPC ND N     -   131,630.071   849,791.891   MT  0.99993623   +2 29 53.9
 TD1152;SPC ND N     -   431,857.19  2,788,031.14   iFT  0.99993623   +2 29 53.9
 TD1152;UTM  14      - 5,332,966.125   638,183.270   MT  0.99983462   +1 23 00.2
 TD1152
 TD1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1152!SPC ND N     -   0.99996545  x   0.99993623  =   0.99990168
 TD1152!UTM  14      -   0.99996545  x   0.99983462  =   0.99980007
 TD1152
 TD1152:                Primary Azimuth Mark                     Grid Az
 TD1152:SPC ND N     -  STA 003                                  268 24 01.5
 TD1152:UTM  14      -  STA 003                                  269 30 55.2
 TD1152
 TD1152|---------------------------------------------------------------------|
 TD1152| PID    Reference Object                     Distance      Geod. Az  |
 TD1152|                                                           dddmmss.s |
 TD1152| TD1153 STA 003                             APPROX. 4.8 KM 2705355.4 |
 TD1152|---------------------------------------------------------------------|
 TD1152
 TD1152                          SUPERSEDED SURVEY CONTROL
 TD1152
 TD1152  NAD 83(1986)-  48 08 05.76493(N)    097 08 33.65066(W) AD(       ) 3
 TD1152  NAD 27      -  48 08 05.82293(N)    097 08 32.36975(W) AD(       ) 3
 TD1152  NGVD 29 (07/19/86)  247.     (m)          810.     (f) VERT ANG       
 TD1152
 TD1152.Superseded values are not recommended for survey control.
 TD1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1152.See file dsdata.txt to determine how the superseded data were derived.
 TD1152
 TD1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3818332966(NAD 83)
 TD1152_MARKER: DE = TRAVERSE STATION DISK
 TD1152_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1152
 TD1152  HISTORY     - Date     Condition        Report By
 TD1152  HISTORY     - 1966     MONUMENTED       USGS
 TD1152
 TD1152                          STATION DESCRIPTION
 TD1152
 TD1152'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TD1152'MANVEL, 4.0 MI N. AND 1.5 MI E. OF, T. 154 N., R. 51 W., NEAR THE W.
 TD1152'SIXTEENTH COR. BETWEEN SECS. 24 AND 25, 68 FT S. OF CENTER OF RD., AT
 TD1152'TREE LINE S., 2 FT S. OF USGS WITNESS SIGN ON STEEL POST.  IN CONCRETE
 TD1152'POST, STANDARD TABLET STAMPED---ET 2 JA 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0816 ***********************************************************************
 SO0816  DESIGNATION -  ET 2 JS
 SO0816  PID         -  SO0816
 SO0816  STATE/COUNTY-  ND/BILLINGS
 SO0816  USGS QUAD   -  FAIRFIELD (1963)
 SO0816
 SO0816                         *CURRENT SURVEY CONTROL
 SO0816  ___________________________________________________________________
 SO0816* NAD 83(1996)-  47 14 53.19707(N)    103 08 19.96049(W)     ADJUSTED  
 SO0816* NAVD 88     -       760.9    (meters)    2496.     (feet)  VERTCON   
 SO0816  ___________________________________________________________________
 SO0816  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 SO0816  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 SO0816
 SO0816  HORZ ORDER  -  THIRD
 SO0816
 SO0816.The horizontal coordinates were established by classical geodetic methods
 SO0816.and adjusted by the National Geodetic Survey in January 1998..
 SO0816
 SO0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0816
 SO0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0816
 SO0816.The geoid height was determined by GEOID03.
 SO0816
 SO0816;                    North         East     Units Scale Factor Converg.
 SO0816;SPC ND S     -   179,146.748   400,273.681   MT  0.99996187   -1 55 29.1
 SO0816;SPC ND S     -   587,751.80  1,313,233.86   iFT  0.99996187   -1 55 29.1
 SO0816;UTM  13      - 5,234,416.191   640,834.633   MT  0.99984376   +1 22 00.6
 SO0816
 SO0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0816!SPC ND S     -   0.99988343  x   0.99996187  =   0.99984530
 SO0816!UTM  13      -   0.99988343  x   0.99984376  =   0.99972720
 SO0816
 SO0816:                Primary Azimuth Mark                     Grid Az
 SO0816:SPC ND S     -  TV MAST TOP OF BARN                      168 22 02.6
 SO0816:UTM  13      -  TV MAST TOP OF BARN                      165 04 32.9
 SO0816
 SO0816|---------------------------------------------------------------------|
 SO0816| PID    Reference Object                     Distance      Geod. Az  |
 SO0816|                                                           dddmmss.s |
 SO0816| CQ8888 TV MAST TOP OF BARN                                1662633.5 |
 SO0816|---------------------------------------------------------------------|
 SO0816
 SO0816                          SUPERSEDED SURVEY CONTROL
 SO0816
 SO0816  NAD 83(1986)-  47 14 53.19318(N)    103 08 19.95185(W) AD(       ) 3
 SO0816  NAD 27      -  47 14 53.13522(N)    103 08 18.26382(W) AD(       ) 3
 SO0816  NGVD 29 (07/19/86)  760.4    (m)         2495.     (f) VERT ANG       
 SO0816
 SO0816.Superseded values are not recommended for survey control.
 SO0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0816.See file dsdata.txt to determine how the superseded data were derived.
 SO0816
 SO0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN4083534416(NAD 83)
 SO0816_MARKER: DE = TRAVERSE STATION DISK
 SO0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0816
 SO0816  HISTORY     - Date     Condition        Report By
 SO0816  HISTORY     - 1962     MONUMENTED       USGS
 SO0816
 SO0816                          STATION DESCRIPTION
 SO0816
 SO0816'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0816'BELFIELD, 25.0 MI N. AND 3.0 MI E. OF.  NEAR QUARTER COR. BETWEEN
 SO0816'SECS. 31 AND 32, T. 144 N., R. 98 W.  290 FT N. OF RIGHT ANGLE CURVE
 SO0816'IN RD.  21 FT W. OF CENTER OF RD.  337 FT N. OF T - FENCE E.  2 FT W.
 SO0816'OF RIGHT - OF - WAY FENCE.  IN CONCRETE POST, STANDARD TABLET STAMPED
 SO0816'---ET 2 JS 1962---CENTER OF TV MAST AT FARM BUILDINGS ABOUT
 SO0816'1.5 MI DISTANT--S 13 DEG 33 MIN E.  NOT FOUND PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0774 ***********************************************************************
 TE0774  DESIGNATION -  ET 20 DM
 TE0774  PID         -  TE0774
 TE0774  STATE/COUNTY-  ND/RAMSEY
 TE0774  USGS QUAD   -  STARKWEATHER (1994)
 TE0774
 TE0774                         *CURRENT SURVEY CONTROL
 TE0774  ___________________________________________________________________
 TE0774* NAD 83(1986)-  48 27 24.     (N)    098 53 00.     (W)     SCALED    
 TE0774* NAVD 88     -       457.054  (meters)    1499.52   (feet)  ADJUSTED  
 TE0774  ___________________________________________________________________
 TE0774  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 TE0774  DYNAMIC HT  -         457.146 (meters)    1499.82  (feet)  COMP
 TE0774  MODELED GRAV-     980,797.2   (mgal)                       NAVD 88
 TE0774
 TE0774  VERT ORDER  -  SECOND    CLASS 0
 TE0774
 TE0774.The horizontal coordinates were scaled from a topographic map and have
 TE0774.an estimated accuracy of +/- 6 seconds.
 TE0774
 TE0774.The orthometric height was determined by differential leveling
 TE0774.and adjusted by the National Geodetic Survey in June 1991..
 TE0774
 TE0774.The geoid height was determined by GEOID03.
 TE0774
 TE0774.The dynamic height is computed by dividing the NAVD 88
 TE0774.geopotential number by the normal gravity value computed on the
 TE0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0774.degrees latitude (g = 980.6199 gals.).
 TE0774
 TE0774.The modeled gravity was interpolated from observed gravity values.
 TE0774
 TE0774;                    North         East    Units  Estimated Accuracy
 TE0774;SPC ND N     -   163,210.      719,560.      MT  (+/- 180 meters Scaled)
 TE0774
 TE0774                          SUPERSEDED SURVEY CONTROL
 TE0774
 TE0774  NGVD 29 (??/??/92)  456.668  (m)         1498.25   (f) ADJ UNCH    2 0
 TE0774
 TE0774.Superseded values are not recommended for survey control.
 TE0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0774.See file dsdata.txt to determine how the superseded data were derived.
 TE0774
 TE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU086670(NAD 83)
 TE0774_MARKER: DD = SURVEY DISK
 TE0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0774_STAMPING: 1499 20 DM 1959
 TE0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0774+STABILITY: SURFACE MOTION
 TE0774
 TE0774  HISTORY     - Date     Condition        Report By
 TE0774  HISTORY     - 1959     MONUMENTED       USGS
 TE0774  HISTORY     - 1963     GOOD             NGS
 TE0774
 TE0774                          STATION DESCRIPTION
 TE0774
 TE0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0774'0.3 MI N FROM STARKWEATHER.
 TE0774'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 20 FROM THE GREAT NORTHERN
 TE0774'RAILWAY STATION AT STARKWEATHER, IN S 2, R 64 W, T 157 N, BETWEEN THE
 TE0774'HIGHWAY AND THE GREAT NORTHERN RAILWAY, 237 FEET SOUTHEAST OF THE
 TE0774'INTERSECTION OF STATE HIGHWAY 20 LEADING NORTH-SOUTH AND STATE HIGHWAY
 TE0774'17 LEADING SOUTH AND WEST, 81 FEET EAST OF THE CENTERLINE OF THE
 TE0774'HIGHWAY, 32.7 FEET WEST OF THE WEST RAIL, 4.0 FEET SOUTHWEST OF A
 TE0774'TELEGRAPH POLE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TE0774'WITH THE TRACK, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 TE0774'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0771 ***********************************************************************
 TE0771  DESIGNATION -  ET 21 DM
 TE0771  PID         -  TE0771
 TE0771  STATE/COUNTY-  ND/RAMSEY
 TE0771  USGS QUAD   -  STARKWEATHER (1994)
 TE0771
 TE0771                         *CURRENT SURVEY CONTROL
 TE0771  ___________________________________________________________________
 TE0771* NAD 83(1986)-  48 24 47.     (N)    098 53 02.     (W)     SCALED    
 TE0771* NAVD 88     -       450.338  (meters)    1477.48   (feet)  ADJUSTED  
 TE0771  ___________________________________________________________________
 TE0771  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 TE0771  DYNAMIC HT  -         450.427 (meters)    1477.78  (feet)  COMP
 TE0771  MODELED GRAV-     980,795.3   (mgal)                       NAVD 88
 TE0771
 TE0771  VERT ORDER  -  SECOND    CLASS 0
 TE0771
 TE0771.The horizontal coordinates were scaled from a topographic map and have
 TE0771.an estimated accuracy of +/- 6 seconds.
 TE0771
 TE0771.The orthometric height was determined by differential leveling
 TE0771.and adjusted by the National Geodetic Survey in June 1991..
 TE0771
 TE0771.The geoid height was determined by GEOID03.
 TE0771
 TE0771.The dynamic height is computed by dividing the NAVD 88
 TE0771.geopotential number by the normal gravity value computed on the
 TE0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0771.degrees latitude (g = 980.6199 gals.).
 TE0771
 TE0771.The modeled gravity was interpolated from observed gravity values.
 TE0771
 TE0771;                    North         East    Units  Estimated Accuracy
 TE0771;SPC ND N     -   158,360.      719,620.      MT  (+/- 180 meters Scaled)
 TE0771
 TE0771                          SUPERSEDED SURVEY CONTROL
 TE0771
 TE0771  NGVD 29 (??/??/92)  449.95   (m)         1476.2    (f) COMPUTED    2 0
 TE0771
 TE0771.Superseded values are not recommended for survey control.
 TE0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0771.See file dsdata.txt to determine how the superseded data were derived.
 TE0771
 TE0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU085622(NAD 83)
 TE0771_MARKER: DD = SURVEY DISK
 TE0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0771_STAMPING: 1477 21 DM 1959
 TE0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0771+STABILITY: SURFACE MOTION
 TE0771
 TE0771  HISTORY     - Date     Condition        Report By
 TE0771  HISTORY     - 1959     MONUMENTED       USGS
 TE0771  HISTORY     - 1963     GOOD             NGS
 TE0771
 TE0771                          STATION DESCRIPTION
 TE0771
 TE0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0771'2.7 MI S FROM STARKWEATHER.
 TE0771'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0771'NORTHERN RAILWAY STATION AT STARKWEATHER, IN S 22, R 64 W, T 157 N,
 TE0771'253 FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 20 LEADING
 TE0771'NORTH-SOUTH AND STATE HIGHWAY 17 LEADING NORTH AND EAST, 71 FEET WEST
 TE0771'OF THE CENTERLINE OF STATE HIGHWAY 20 LEADING SOUTH, 62 FEET NORTHWEST
 TE0771'OF THE WEST END OF A 30-INCH PIPE CULVERT UNDER STATE HIGHWAY 20, 3.5
 TE0771'FEET SOUTHWEST OF THE MOST SOUTHEASTERLY OF TWO POWER POLES, 0.9 FOOT
 TE0771'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 TE0771'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0790 ***********************************************************************
 SO0790  DESIGNATION -  ET 21 DM
 SO0790  PID         -  SO0790
 SO0790  STATE/COUNTY-  ND/MCKENZIE
 SO0790  USGS QUAD   -  DEMICKS LAKE (1978)
 SO0790
 SO0790                         *CURRENT SURVEY CONTROL
 SO0790  ___________________________________________________________________
 SO0790* NAD 83(1996)-  47 52 34.68950(N)    103 00 16.45235(W)     ADJUSTED  
 SO0790* NAVD 88     -       688.87   (+/-2cm)    2260.1    (feet)  VERTCON   
 SO0790  ___________________________________________________________________
 SO0790  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 SO0790  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SO0790
 SO0790  HORZ ORDER  -  THIRD
 SO0790  VERT ORDER  -  THIRD ? (See Below)
 SO0790
 SO0790.The horizontal coordinates were established by classical geodetic methods
 SO0790.and adjusted by the National Geodetic Survey in January 1998..
 SO0790
 SO0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0790.The vertical order pertains to the NGVD 29 superseded value.
 SO0790
 SO0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0790
 SO0790.The geoid height was determined by GEOID03.
 SO0790
 SO0790;                    North         East     Units Scale Factor Converg.
 SO0790;SPC ND N     -   100,474.286   412,693.034   MT  0.99994243   -1 51 49.4
 SO0790;SPC ND N     -   329,640.05  1,353,979.77   iFT  0.99994243   -1 51 49.4
 SO0790;UTM  13      - 5,304,479.323   649,202.589   MT  0.99987355   +1 28 49.0
 SO0790
 SO0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0790!SPC ND N     -   0.99989482  x   0.99994243  =   0.99983725
 SO0790!UTM  13      -   0.99989482  x   0.99987355  =   0.99976838
 SO0790
 SO0790:                Primary Azimuth Mark                     Grid Az
 SO0790:SPC ND N     -  STA 123                                  337 02 38.1
 SO0790:UTM  13      -  STA 123                                  333 41 59.7
 SO0790
 SO0790|---------------------------------------------------------------------|
 SO0790| PID    Reference Object                     Distance      Geod. Az  |
 SO0790|                                                           dddmmss.s |
 SO0790| SO0791 STA 123                             APPROX. 4.6 KM 3351048.7 |
 SO0790|---------------------------------------------------------------------|
 SO0790
 SO0790                          SUPERSEDED SURVEY CONTROL
 SO0790
 SO0790  NAD 83(1986)-  47 52 34.68955(N)    103 00 16.44646(W) AD(       ) 3
 SO0790  NAD 27      -  47 52 34.59486(N)    103 00 14.76223(W) AD(       ) 3
 SO0790  NGVD 29 (07/19/86)  688.36   (m)         2258.4    (f) LEVELING    3  
 SO0790
 SO0790.Superseded values are not recommended for survey control.
 SO0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0790.See file dsdata.txt to determine how the superseded data were derived.
 SO0790
 SO0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP4920304479(NAD 83)
 SO0790_MARKER: DE = TRAVERSE STATION DISK
 SO0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0790+STABILITY: SURFACE MOTION
 SO0790
 SO0790  HISTORY     - Date     Condition        Report By
 SO0790  HISTORY     - 1964     MONUMENTED       USGS
 SO0790
 SO0790                          STATION DESCRIPTION
 SO0790
 SO0790'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 SO0790'JOHNSONS CORNER, 5.0 MI N. AND 3.0 MI W. OF.  42 FT S. AND 384 FT E.
 SO0790'OF T - RD. E., COR. OF SECS. 19, 20, 29 AND 30, T. 151 N., R. 96 W.,
 SO0790'16 FT W. OF CENTER OF GATE, 1 FT N. OF FENCE, 1 FT W. OF A WITNESS
 SO0790'POST.  IN A CONCRETE POST.  STANDARD TABLET STAMPED---ET 21 DM 1964---
 SO0790'CENTER OF PIPE ON TOP OF CENTER TANK OF THREE TANKS ABOUT
 SO0790'0.5 MI E.--S 87 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0392 ***********************************************************************
 QQ0392  DESIGNATION -  ET 25 JS
 QQ0392  PID         -  QQ0392
 QQ0392  STATE/COUNTY-  ND/SARGENT
 QQ0392  USGS QUAD   -  VEBLEN NE (1958)
 QQ0392
 QQ0392                         *CURRENT SURVEY CONTROL
 QQ0392  ___________________________________________________________________
 QQ0392* NAD 83(1996)-  45 59 48.64909(N)    097 15 35.19354(W)     ADJUSTED  
 QQ0392* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 QQ0392  ___________________________________________________________________
 QQ0392  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 QQ0392  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 QQ0392
 QQ0392  HORZ ORDER  -  THIRD
 QQ0392
 QQ0392.The horizontal coordinates were established by classical geodetic methods
 QQ0392.and adjusted by the National Geodetic Survey in January 1998..
 QQ0392
 QQ0392.The orthometric height was scaled from a topographic map.
 QQ0392
 QQ0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0392
 QQ0392.The geoid height was determined by GEOID03.
 QQ0392
 QQ0392;                    North         East     Units Scale Factor Converg.
 QQ0392;SPC ND S     -    41,878.583   850,952.032   MT  1.00004187   +2 21 48.1
 QQ0392;SPC ND S     -   137,396.93  2,791,837.38   iFT  1.00004187   +2 21 48.1
 QQ0392;SPC SD N     -   244,024.329   812,254.370   MT  1.00007564   +1 56 21.7
 QQ0392;SPC SD N     -   800,603.15  2,664,871.21   sFT  1.00007564   +1 56 21.7
 QQ0392;UTM  14      - 5,095,169.411   634,756.535   MT  0.99982324   +1 15 07.0
 QQ0392
 QQ0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0392!SPC ND S     -   0.99994726  x   1.00004187  =   0.99998913
 QQ0392!SPC SD N     -   0.99994726  x   1.00007564  =   1.00002290
 QQ0392!UTM  14      -   0.99994726  x   0.99982324  =   0.99977051
 QQ0392
 QQ0392:                Primary Azimuth Mark                     Grid Az
 QQ0392:SPC ND S     -  STA 10 CH 1613                           092 43 51.1
 QQ0392:SPC SD N     -  STA 10 CH 1613                           093 09 17.5
 QQ0392:UTM  14      -  STA 10 CH 1613                           093 50 32.2
 QQ0392
 QQ0392|---------------------------------------------------------------------|
 QQ0392| PID    Reference Object                     Distance      Geod. Az  |
 QQ0392|                                                           dddmmss.s |
 QQ0392| QQ0376 STA 10 CH 1613                      APPROX. 5.7 KM 0950539.2 |
 QQ0392|---------------------------------------------------------------------|
 QQ0392
 QQ0392                          SUPERSEDED SURVEY CONTROL
 QQ0392
 QQ0392  NAD 83(1986)-  45 59 48.64720(N)    097 15 35.18597(W) AD(       ) 3
 QQ0392  NAD 27      -  45 59 48.79115(N)    097 15 33.84374(W) AD(       ) 3
 QQ0392
 QQ0392.Superseded values are not recommended for survey control.
 QQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0392.See file dsdata.txt to determine how the superseded data were derived.
 QQ0392
 QQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR3475795169(NAD 83)
 QQ0392_MARKER: DE = TRAVERSE STATION DISK
 QQ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QQ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0392+STABILITY: SURFACE MOTION
 QQ0392
 QQ0392  HISTORY     - Date     Condition        Report By
 QQ0392  HISTORY     - 1962     MONUMENTED       USGS
 QQ0392
 QQ0392                          STATION DESCRIPTION
 QQ0392
 QQ0392'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0392'GENESEO, ABOUT 5.5 MI S. AND 1.0 MI E. OF.  LIDGERWOOD, ABOUT 5.5 MI
 QQ0392'S. AND 5.5 MI W. OF.  NEAR SW. COR. OF SEC. 7, T. 129 N., R. 52 W..
 QQ0392'NEAR RIGHT ANGLE CURVE IN COUNTY RD..  68 FT N. OF CENTER OF RD. E..
 QQ0392'30 FT W. OF CENTER OF N. - S. RD..  628 FT S. OF COR. FENCES W. - S..
 QQ0392'68 FT N. OF COR. FENCE W. - N..  0.7 FT E. OF RIGHT - OF - WAY FENCE,
 QQ0392'IN 10 IN. DIAMETER CONCRETE POST, STANDARD TABLET STAMPED---
 QQ0392'ET 25 JS 1962---.  TIP OF SPIRE ON BERGEN CATHOLIC CHURCH,
 QQ0392'ABOUT 2.5 MI DISTANT--S 10 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0367 ***********************************************************************
 QQ0367  DESIGNATION -  ET 26 JS
 QQ0367  PID         -  QQ0367
 QQ0367  STATE/COUNTY-  ND/RICHLAND
 QQ0367  USGS QUAD   -  CLAIRE CITY NE (1964)
 QQ0367
 QQ0367                         *CURRENT SURVEY CONTROL
 QQ0367  ___________________________________________________________________
 QQ0367* NAD 83(1996)-  45 59 33.20402(N)    097 07 06.14419(W)     ADJUSTED  
 QQ0367* NAVD 88     -       387.6    (meters)    1272.     (feet)  VERTCON   
 QQ0367  ___________________________________________________________________
 QQ0367  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 QQ0367  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QQ0367
 QQ0367  HORZ ORDER  -  THIRD
 QQ0367  VERT ORDER  -  THIRD ? (See Below)
 QQ0367
 QQ0367.The horizontal coordinates were established by classical geodetic methods
 QQ0367.and adjusted by the National Geodetic Survey in January 1998..
 QQ0367
 QQ0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0367.The vertical order pertains to the NGVD 29 superseded value.
 QQ0367
 QQ0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0367
 QQ0367.The geoid height was determined by GEOID03.
 QQ0367
 QQ0367;                    North         East     Units Scale Factor Converg.
 QQ0367;SPC ND S     -    41,863.716   861,917.418   MT  1.00004296   +2 27 59.4
 QQ0367;SPC ND S     -   137,348.15  2,827,813.05   iFT  1.00004296   +2 27 59.4
 QQ0367;SPC SD N     -   243,928.021   823,219.700   MT  1.00007440   +2 02 22.0
 QQ0367;SPC SD N     -   800,287.18  2,700,846.63   sFT  1.00007440   +2 02 22.0
 QQ0367;UTM  14      - 5,094,941.757   645,717.367   MT  0.99986104   +1 21 12.9
 QQ0367
 QQ0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0367!SPC ND S     -   0.99994330  x   1.00004296  =   0.99998626
 QQ0367!SPC SD N     -   0.99994330  x   1.00007440  =   1.00001770
 QQ0367!UTM  14      -   0.99994330  x   0.99986104  =   0.99980435
 QQ0367
 QQ0367:                Primary Azimuth Mark                     Grid Az
 QQ0367:SPC ND S     -  STA 10 CH 1613                           267 12 01.6
 QQ0367:SPC SD N     -  STA 10 CH 1613                           267 37 39.0
 QQ0367:UTM  14      -  STA 10 CH 1613                           268 18 48.1
 QQ0367
 QQ0367|---------------------------------------------------------------------|
 QQ0367| PID    Reference Object                     Distance      Geod. Az  |
 QQ0367|                                                           dddmmss.s |
 QQ0367| QQ0376 STA 10 CH 1613                      APPROX. 5.3 KM 2694001.0 |
 QQ0367|---------------------------------------------------------------------|
 QQ0367
 QQ0367                          SUPERSEDED SURVEY CONTROL
 QQ0367
 QQ0367  NAD 83(1986)-  45 59 33.20234(N)    097 07 06.13635(W) AD(       ) 3
 QQ0367  NAD 27      -  45 59 33.35766(N)    097 07 04.80492(W) AD(       ) 3
 QQ0367  NGVD 29 (07/19/86)  387.4    (m)         1271.     (f) LEVELING    3  
 QQ0367
 QQ0367.Superseded values are not recommended for survey control.
 QQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0367.See file dsdata.txt to determine how the superseded data were derived.
 QQ0367
 QQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4571794942(NAD 83)
 QQ0367_MARKER: DE = TRAVERSE STATION DISK
 QQ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QQ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0367+STABILITY: SURFACE MOTION
 QQ0367
 QQ0367  HISTORY     - Date     Condition        Report By
 QQ0367  HISTORY     - 1962     MONUMENTED       USGS
 QQ0367
 QQ0367                          STATION DESCRIPTION
 QQ0367
 QQ0367'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0367'LIDGERWOOD, 1.5 MI E. AND 6.0 MI S. OF.  711 FT W. OF CENTER OF A
 QQ0367'CROSSROADS AND APPROX. COR. OF SECS. 7, 8, 17, AND 18, T. 129 N., R.
 QQ0367'51 W..  38 FT N. OF CENTER OF E. - W. GRAVELED RD..  30 FT E. OF DRIVE
 QQ0367'N. TO FARMHOUSE.  5 FT N. AND 3 FT W. OF A POWER POLE.  2 FT S. OF
 QQ0367'RIGHT - OF - WAY FENCE.  IN A 10 IN. DIAMETER CONCRETE POST PROJECTING
 QQ0367'1 IN. ABOVE GROUND, A STANDARD TABLET STAMPED---ET 26 JS 1962---.
 QQ0367'TIP OF HIGH CHURCH SPIRE WSW. (GERGEN CATHOLIC CH.) 7.0 MI
 QQ0367'DISTANT--S 69 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0598 ***********************************************************************
 QQ0598  DESIGNATION -  ET 27 JS
 QQ0598  PID         -  QQ0598
 QQ0598  STATE/COUNTY-  ND/RICHLAND
 QQ0598  USGS QUAD   -  NEW EFFINGTON NW (1972)
 QQ0598
 QQ0598                         *CURRENT SURVEY CONTROL
 QQ0598  ___________________________________________________________________
 QQ0598* NAD 83(1996)-  45 59 38.79085(N)    096 59 28.47996(W)     ADJUSTED  
 QQ0598* NAVD 88     -       363.5    (meters)    1193.     (feet)  VERTCON   
 QQ0598  ___________________________________________________________________
 QQ0598  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QQ0598  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 QQ0598
 QQ0598  HORZ ORDER  -  THIRD
 QQ0598  VERT ORDER  -  THIRD ? (See Below)
 QQ0598
 QQ0598.The horizontal coordinates were established by classical geodetic methods
 QQ0598.and adjusted by the National Geodetic Survey in January 1998..
 QQ0598
 QQ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0598.The vertical order pertains to the NGVD 29 superseded value.
 QQ0598
 QQ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0598
 QQ0598.The geoid height was determined by GEOID03.
 QQ0598
 QQ0598;                    North         East     Units Scale Factor Converg.
 QQ0598;SPC ND S     -    42,467.888   871,749.814   MT  1.00004257   +2 33 33.2
 QQ0598;SPC ND S     -   139,330.34  2,860,071.57   iFT  1.00004257   +2 33 33.2
 QQ0598;SPC SD N     -   244,458.670   833,056.653   MT  1.00007484   +2 07 45.9
 QQ0598;SPC SD N     -   802,028.15  2,733,120.04   sFT  1.00007484   +2 07 45.9
 QQ0598;UTM  14      - 5,095,354.674   655,558.037   MT  0.99989748   +1 26 42.4
 QQ0598
 QQ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0598!SPC ND S     -   0.99994711  x   1.00004257  =   0.99998968
 QQ0598!SPC SD N     -   0.99994711  x   1.00007484  =   1.00002195
 QQ0598!UTM  14      -   0.99994711  x   0.99989748  =   0.99984460
 QQ0598
 QQ0598:                Primary Azimuth Mark                     Grid Az
 QQ0598:SPC ND S     -  STA 12 CH 1613                           268 39 40.2
 QQ0598:SPC SD N     -  STA 12 CH 1613                           269 05 27.5
 QQ0598:UTM  14      -  STA 12 CH 1613                           269 46 31.0
 QQ0598
 QQ0598|---------------------------------------------------------------------|
 QQ0598| PID    Reference Object                     Distance      Geod. Az  |
 QQ0598|                                                           dddmmss.s |
 QQ0598| QQ0366 STA 12 CH 1613                      APPROX. 2.4 KM 2711313.4 |
 QQ0598|---------------------------------------------------------------------|
 QQ0598
 QQ0598                          SUPERSEDED SURVEY CONTROL
 QQ0598
 QQ0598  NAD 83(1986)-  45 59 38.78913(N)    096 59 28.47170(W) AD(       ) 3
 QQ0598  NAD 27      -  45 59 38.95013(N)    096 59 27.15019(W) AD(       ) 3
 QQ0598  NGVD 29 (07/19/86)  363.2    (m)         1192.     (f) LEVELING    3  
 QQ0598
 QQ0598.Superseded values are not recommended for survey control.
 QQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0598.See file dsdata.txt to determine how the superseded data were derived.
 QQ0598
 QQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR5555895355(NAD 83)
 QQ0598_MARKER: DE = TRAVERSE STATION DISK
 QQ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QQ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0598+STABILITY: SURFACE MOTION
 QQ0598
 QQ0598  HISTORY     - Date     Condition        Report By
 QQ0598  HISTORY     - 1962     MONUMENTED       USGS
 QQ0598
 QQ0598                          STATION DESCRIPTION
 QQ0598
 QQ0598'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 QQ0598'HANKINSON, 5.5 MI S. AND 4.0 MI W. OF.  T. 129 N., R. 50 W., NEAR COR.
 QQ0598'SECS. 7, 8, 17 AND 18.  69 FT S. AND 45 FT E. OF CROSSROADS.  7 FT N.
 QQ0598'OF 5 IN. ELM TREE.  IN 10 IN. DIAMETER CONCRETE POST.  STANDARD TABLET
 QQ0598'STAMPED---ET 27 JS 1962---.  CENTER OF CHIMNEY ON
 QQ0598'SCHOOLHOUSE ABOUT 1.0 MI DISTANT--N 23 DEG 52 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0757 ***********************************************************************
 RQ0757  DESIGNATION -  ET 3 GLD
 RQ0757  PID         -  RQ0757
 RQ0757  STATE/COUNTY-  ND/KIDDER
 RQ0757  USGS QUAD   -  ALKALINE LAKE (1983)
 RQ0757
 RQ0757                         *CURRENT SURVEY CONTROL
 RQ0757  ___________________________________________________________________
 RQ0757* NAD 83(1996)-  46 43 57.68017(N)    099 35 12.54235(W)     ADJUSTED  
 RQ0757* NAVD 88     -       613.9    (meters)    2014.     (feet)  VERTCON   
 RQ0757  ___________________________________________________________________
 RQ0757  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 RQ0757  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 RQ0757
 RQ0757  HORZ ORDER  -  THIRD
 RQ0757
 RQ0757.The horizontal coordinates were established by classical geodetic methods
 RQ0757.and adjusted by the National Geodetic Survey in January 1998..
 RQ0757
 RQ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0757
 RQ0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0757
 RQ0757.The geoid height was determined by GEOID03.
 RQ0757
 RQ0757;                    North         East     Units Scale Factor Converg.
 RQ0757;SPC ND S     -   118,900.918   669,792.712   MT  0.99993743   +0 39 57.8
 RQ0757;SPC ND S     -   390,094.88  2,197,482.65   iFT  0.99993743   +0 39 57.8
 RQ0757;UTM  14      - 5,175,626.686   455,164.906   MT  0.99962471   -0 25 38.3
 RQ0757
 RQ0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0757!SPC ND S     -   0.99990733  x   0.99993743  =   0.99984477
 RQ0757!UTM  14      -   0.99990733  x   0.99962471  =   0.99953208
 RQ0757
 RQ0757:                Primary Azimuth Mark                     Grid Az
 RQ0757:SPC ND S     -  STEELE MWT                               114 57 26.2
 RQ0757:UTM  14      -  STEELE MWT                               116 03 02.3
 RQ0757
 RQ0757|---------------------------------------------------------------------|
 RQ0757| PID    Reference Object                     Distance      Geod. Az  |
 RQ0757|                                                           dddmmss.s |
 RQ0757| CO6169 STEELE MWT                                         1153724.0 |
 RQ0757| CO5299 BURL NORTH RWY TWR 10 M NNW                        3453208.7 |
 RQ0757|---------------------------------------------------------------------|
 RQ0757
 RQ0757                          SUPERSEDED SURVEY CONTROL
 RQ0757
 RQ0757  NAD 83(1986)-  46 43 57.67683(N)    099 35 12.52881(W) AD(       ) 3
 RQ0757  NAD 27      -  46 43 57.78131(N)    099 35 11.12590(W) AD(       ) 3
 RQ0757  NGVD 29 (07/19/86)  613.5    (m)         2013.     (f) VERT ANG       
 RQ0757
 RQ0757.Superseded values are not recommended for survey control.
 RQ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0757.See file dsdata.txt to determine how the superseded data were derived.
 RQ0757
 RQ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS5516575627(NAD 83)
 RQ0757_MARKER: DD = SURVEY DISK
 RQ0757_SETTING: 0 = UNSPECIFIED SETTING
 RQ0757
 RQ0757  HISTORY     - Date     Condition        Report By
 RQ0757  HISTORY     - 1975     MONUMENTED       USGS
 RQ0757
 RQ0757                          STATION DESCRIPTION
 RQ0757
 RQ0757'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0757'CRYSTAL SPRINGS, 10 MI. S.AND 5 MI. W. OF, NEAR THE 1/4 COR. BETWEEN
 RQ0757'SECS. 25 AND 36, T.138 N.,R.71 W.,APPROX. 0.55 MI. W. OF T-TRAIL N.,
 RQ0757'295 FT. S. OF TRAIL,265 FT. S. OF FE. AND TELEPHONE POLE. 1 FT. S.
 RQ0757'OF WITNESS POST ON HIGHEST HILL IN VICINITY. STANDARD TABLET ON 10
 RQ0757'FT.  COPPER WELD ROD. CENTERED IN 6-IN. DRAIN TILE, FILLED WITH
 RQ0757'GRAVEL AND STAMPED ET 3 GLD 1975. STREETER MWT-N 64 DEG 23 MIN W.
 RQ0757'BURLINGTON NORTHERN RAILWAY RELAY TOWER
 RQ0757'APPROX. 9.8 MI DISTANT-N 14 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1156 ***********************************************************************
 TD1156  DESIGNATION -  ET 3 JA
 TD1156  PID         -  TD1156
 TD1156  STATE/COUNTY-  ND/GRAND FORKS
 TD1156  USGS QUAD   -  OSLO (1979)
 TD1156
 TD1156                         *CURRENT SURVEY CONTROL
 TD1156  ___________________________________________________________________
 TD1156* NAD 83(1996)-  48 08 07.40100(N)    097 14 00.84319(W)     ADJUSTED  
 TD1156* NAVD 88     -       253.6    (meters)     832.     (feet)  VERTCON   
 TD1156  ___________________________________________________________________
 TD1156  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 TD1156  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 TD1156
 TD1156  HORZ ORDER  -  THIRD
 TD1156
 TD1156.The horizontal coordinates were established by classical geodetic methods
 TD1156.and adjusted by the National Geodetic Survey in January 1998..
 TD1156
 TD1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1156
 TD1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1156
 TD1156.The geoid height was determined by GEOID03.
 TD1156
 TD1156;                    North         East     Units Scale Factor Converg.
 TD1156;SPC ND N     -   131,389.624   843,031.788   MT  0.99993623   +2 25 50.4
 TD1156;SPC ND N     -   431,068.32  2,765,852.32   iFT  0.99993623   +2 25 50.4
 TD1156;UTM  14      - 5,332,857.273   631,420.531   MT  0.99981222   +1 18 56.5
 TD1156
 TD1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1156!SPC ND N     -   0.99996445  x   0.99993623  =   0.99990068
 TD1156!UTM  14      -   0.99996445  x   0.99981222  =   0.99977668
 TD1156
 TD1156:                Primary Azimuth Mark                     Grid Az
 TD1156:SPC ND N     -  STA 003                                  086 53 53.4
 TD1156:UTM  14      -  STA 003                                  088 00 47.3
 TD1156
 TD1156|---------------------------------------------------------------------|
 TD1156| PID    Reference Object                     Distance      Geod. Az  |
 TD1156|                                                           dddmmss.s |
 TD1156| TD1153 STA 003                             APPROX. 2.0 KM 0891943.8 |
 TD1156|---------------------------------------------------------------------|
 TD1156
 TD1156                          SUPERSEDED SURVEY CONTROL
 TD1156
 TD1156  NAD 83(1986)-  48 08 07.39884(N)    097 14 00.83808(W) AD(       ) 3
 TD1156  NAD 27      -  48 08 07.45901(N)    097 13 59.54494(W) AD(       ) 3
 TD1156  NGVD 29 (07/19/86)  253.3    (m)          831.     (f) VERT ANG       
 TD1156
 TD1156.Superseded values are not recommended for survey control.
 TD1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1156.See file dsdata.txt to determine how the superseded data were derived.
 TD1156
 TD1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3142132857(NAD 83)
 TD1156_MARKER: DE = TRAVERSE STATION DISK
 TD1156_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1156
 TD1156  HISTORY     - Date     Condition        Report By
 TD1156  HISTORY     - 1966     MONUMENTED       USGS
 TD1156
 TD1156                          STATION DESCRIPTION
 TD1156
 TD1156'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TD1156'MANVEL, 4.0 MI N. AND 2.7 MI W. OF, T. 152 N., R. 51 W., NEAR COR. OF
 TD1156'SECS. 19, 20, 29 AND 30, 108 FT S. AND 161 FT E. OF CROSSROADS, 2.4 FT
 TD1156'N. AND 2.4 FT E. OF NW. COR. OF SCHOOL BUILDING, 2.4 FT N. OF USGS
 TD1156'WITNESS SIGN, ON STEEL POST.  IN A CONCRETE POST PROJECTING 12 IN.,
 TD1156'STANDARD TABLET STAMPED---ET 3 JA 1966---.  OSLO MWT ABOUT
 TD1156'6.0 MI DISTANT--N 47 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0818 ***********************************************************************
 SO0818  DESIGNATION -  ET 3 JS
 SO0818  PID         -  SO0818
 SO0818  STATE/COUNTY-  ND/BILLINGS
 SO0818  USGS QUAD   -  FAIRFIELD (1963)
 SO0818
 SO0818                         *CURRENT SURVEY CONTROL
 SO0818  ___________________________________________________________________
 SO0818* NAD 83(1996)-  47 14 26.42192(N)    103 13 27.54060(W)     ADJUSTED  
 SO0818* NAVD 88     -       820.9    (meters)    2693.     (feet)  VERTCON   
 SO0818  ___________________________________________________________________
 SO0818  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 SO0818  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 SO0818
 SO0818  HORZ ORDER  -  THIRD
 SO0818
 SO0818.The horizontal coordinates were established by classical geodetic methods
 SO0818.and adjusted by the National Geodetic Survey in January 1998..
 SO0818
 SO0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0818
 SO0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0818
 SO0818.The geoid height was determined by GEOID03.
 SO0818
 SO0818;                    North         East     Units Scale Factor Converg.
 SO0818;SPC ND S     -   178,541.151   393,781.026   MT  0.99996094   -1 59 13.4
 SO0818;SPC ND S     -   585,764.93  1,291,932.50   iFT  0.99996094   -1 59 13.4
 SO0818;UTM  13      - 5,233,438.960   634,388.286   MT  0.99982196   +1 18 14.1
 SO0818
 SO0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0818!SPC ND S     -   0.99987403  x   0.99996094  =   0.99983497
 SO0818!UTM  13      -   0.99987403  x   0.99982196  =   0.99969601
 SO0818
 SO0818:                Primary Azimuth Mark                     Grid Az
 SO0818:SPC ND S     -  VENTILATOR TOP OF BARN                   177 40 04.5
 SO0818:UTM  13      -  VENTILATOR TOP OF BARN                   174 22 37.0
 SO0818
 SO0818|---------------------------------------------------------------------|
 SO0818| PID    Reference Object                     Distance      Geod. Az  |
 SO0818|                                                           dddmmss.s |
 SO0818| CQ8929 VENTILATOR TOP OF BARN                             1754051.1 |
 SO0818|---------------------------------------------------------------------|
 SO0818
 SO0818                          SUPERSEDED SURVEY CONTROL
 SO0818
 SO0818  NAD 83(1986)-  47 14 26.41780(N)    103 13 27.53195(W) AD(       ) 3
 SO0818  NAD 27      -  47 14 26.36552(N)    103 13 25.83481(W) AD(       ) 3
 SO0818  NGVD 29 (07/19/86)  820.3    (m)         2691.     (f) VERT ANG       
 SO0818
 SO0818.Superseded values are not recommended for survey control.
 SO0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0818.See file dsdata.txt to determine how the superseded data were derived.
 SO0818
 SO0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3438833439(NAD 83)
 SO0818_MARKER: DE = TRAVERSE STATION DISK
 SO0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0818+STABILITY: SURFACE MOTION
 SO0818
 SO0818  HISTORY     - Date     Condition        Report By
 SO0818  HISTORY     - 1962     MONUMENTED       USGS
 SO0818  HISTORY     - 1987     GOOD             USPSQD
 SO0818
 SO0818                          STATION DESCRIPTION
 SO0818
 SO0818'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0818'BELFIELD, 24.5 MI N. AND 1.0 W. OF.  375 FT W. OF U.S. HWY. 85 AT
 SO0818'TRAILS E. - W. AND APPROX. COR. SECS. 3, 4, 33 AND 34, T. 143 AND 144
 SO0818'N., R. 99 W.  2 FT N. OF E. - W. SEC. LINE FENCE.  IN CONCRETE POST.
 SO0818'STANDARD TABLET STAMPED---ET 3 JS 1962---FINIAL ON VENTILATOR
 SO0818'ON TOP CENTER OF BARN ABOUT 1.5 MI DISTANT--S 04 DEG 19 MIN E.
 SO0818
 SO0818                          STATION RECOVERY (1987)
 SO0818
 SO0818'RECOVERY NOTE BY US POWER SQUADRON 1987 (NC)
 SO0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0729 ***********************************************************************
 RQ0729  DESIGNATION -  ET 4 GLD
 RQ0729  PID         -  RQ0729
 RQ0729  STATE/COUNTY-  ND/KIDDER
 RQ0729  USGS QUAD   -  STREETER NW (1983)
 RQ0729
 RQ0729                         *CURRENT SURVEY CONTROL
 RQ0729  ___________________________________________________________________
 RQ0729* NAD 83(1996)-  46 44 57.78227(N)    099 26 53.77162(W)     ADJUSTED  
 RQ0729* NAVD 88     -       619.9    (meters)    2034.     (feet)  VERTCON   
 RQ0729  ___________________________________________________________________
 RQ0729  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 RQ0729  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RQ0729
 RQ0729  HORZ ORDER  -  THIRD
 RQ0729
 RQ0729.The horizontal coordinates were established by classical geodetic methods
 RQ0729.and adjusted by the National Geodetic Survey in January 1998..
 RQ0729
 RQ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0729
 RQ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0729
 RQ0729.The geoid height was determined by GEOID03.
 RQ0729
 RQ0729;                    North         East     Units Scale Factor Converg.
 RQ0729;SPC ND S     -   120,888.984   680,356.176   MT  0.99993696   +0 46 01.6
 RQ0729;SPC ND S     -   396,617.40  2,232,139.69   iFT  0.99993696   +0 46 01.6
 RQ0729;UTM  14      - 5,177,412.229   465,761.016   MT  0.99961441   -0 19 35.4
 RQ0729
 RQ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0729!SPC ND S     -   0.99990642  x   0.99993696  =   0.99984339
 RQ0729!UTM  14      -   0.99990642  x   0.99961441  =   0.99952087
 RQ0729
 RQ0729:                Primary Azimuth Mark                     Grid Az
 RQ0729:SPC ND S     -  STREETER MWT                             146 26 16.6
 RQ0729:UTM  14      -  STREETER MWT                             147 31 53.6
 RQ0729
 RQ0729|---------------------------------------------------------------------|
 RQ0729| PID    Reference Object                     Distance      Geod. Az  |
 RQ0729|                                                           dddmmss.s |
 RQ0729| CO6194 STREETER MWT                                       1471218.2 |
 RQ0729|---------------------------------------------------------------------|
 RQ0729
 RQ0729                          SUPERSEDED SURVEY CONTROL
 RQ0729
 RQ0729  NAD 83(1986)-  46 44 57.78161(N)    099 26 53.75921(W) AD(       ) 3
 RQ0729  NAD 27      -  46 44 57.88540(N)    099 26 52.36089(W) AD(       ) 3
 RQ0729  NGVD 29 (07/19/86)  619.5    (m)         2032.     (f) VERT ANG       
 RQ0729
 RQ0729.Superseded values are not recommended for survey control.
 RQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0729.See file dsdata.txt to determine how the superseded data were derived.
 RQ0729
 RQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS6576177412(NAD 83)
 RQ0729_MARKER: DD = SURVEY DISK
 RQ0729_SETTING: 0 = UNSPECIFIED SETTING
 RQ0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0729
 RQ0729  HISTORY     - Date     Condition        Report By
 RQ0729  HISTORY     - 1975     MONUMENTED       USGS
 RQ0729
 RQ0729                          STATION DESCRIPTION
 RQ0729
 RQ0729'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0729'STREETER,6.1 MI. N. AND 4.5 MI. W. OF, NEAR THE COR. OF SECS. 19,24,
 RQ0729'25,AND 30, T.138 N.,R.69 AND 70 W., 580 FT. N. OF FE. COR. AT SEC.
 RQ0729'LINE, 3.5 FT. W. OF FE. AND WITNESS SIGN. STANDARD TABLET ON 7 FT.
 RQ0729'OF COPPER WELD ROD, CENTERED IN 6-IN. DRAIN TILE, FILLED WITH GRAVEL
 RQ0729'AND STAMPED ET 4 GLD 1975. STREETER MWT-S 32 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1130 ***********************************************************************
 TD1130  DESIGNATION -  ET 4 JA
 TD1130  PID         -  TD1130
 TD1130  STATE/COUNTY-  ND/WALSH
 TD1130  USGS QUAD   -  BIG WOODS SW (1979)
 TD1130
 TD1130                         *CURRENT SURVEY CONTROL
 TD1130  ___________________________________________________________________
 TD1130* NAD 83(1996)-  48 15 05.50995(N)    097 13 54.83909(W)     ADJUSTED  
 TD1130* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 TD1130  ___________________________________________________________________
 TD1130  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 TD1130  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 TD1130
 TD1130  HORZ ORDER  -  THIRD
 TD1130
 TD1130.The horizontal coordinates were established by classical geodetic methods
 TD1130.and adjusted by the National Geodetic Survey in January 1998..
 TD1130
 TD1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1130
 TD1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1130
 TD1130.The geoid height was determined by GEOID03.
 TD1130
 TD1130;                    North         East     Units Scale Factor Converg.
 TD1130;SPC ND N     -   144,296.690   842,607.860   MT  0.99994007   +2 25 54.8
 TD1130;SPC ND N     -   473,414.34  2,764,461.48   iFT  0.99994007   +2 25 54.8
 TD1130;UTM  14      - 5,345,768.515   631,247.591   MT  0.99981165   +1 19 09.6
 TD1130
 TD1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1130!SPC ND N     -   0.99996507  x   0.99994007  =   0.99990514
 TD1130!UTM  14      -   0.99996507  x   0.99981165  =   0.99977673
 TD1130
 TD1130:                Primary Azimuth Mark                     Grid Az
 TD1130:SPC ND N     -  STA 007                                  179 57 05.1
 TD1130:UTM  14      -  STA 007                                  181 03 50.3
 TD1130
 TD1130|---------------------------------------------------------------------|
 TD1130| PID    Reference Object                     Distance      Geod. Az  |
 TD1130|                                                           dddmmss.s |
 TD1130| TD1154 STA 007                             APPROX. 1.6 KM 1822259.9 |
 TD1130|---------------------------------------------------------------------|
 TD1130
 TD1130                          SUPERSEDED SURVEY CONTROL
 TD1130
 TD1130  NAD 83(1986)-  48 15 05.50740(N)    097 13 54.83187(W) AD(       ) 3
 TD1130  NAD 27      -  48 15 05.56717(N)    097 13 53.53570(W) AD(       ) 3
 TD1130  NGVD 29 (07/19/86)  249.3    (m)          818.     (f) VERT ANG       
 TD1130
 TD1130.Superseded values are not recommended for survey control.
 TD1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1130.See file dsdata.txt to determine how the superseded data were derived.
 TD1130
 TD1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3124845769(NAD 83)
 TD1130_MARKER: DE = TRAVERSE STATION DISK
 TD1130_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1130
 TD1130  HISTORY     - Date     Condition        Report By
 TD1130  HISTORY     - 1966     MONUMENTED       USGS
 TD1130
 TD1130                          STATION DESCRIPTION
 TD1130
 TD1130'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TD1130'MINTO, 2.7 MI S. AND 6.5 MI E. OF, T. 155 N., R. 51 W., NEAR COR. OF
 TD1130'SECS. 7, 8, 17 AND 18, 39 FT S. AND 202 FT E. OF CROSSROADS, 1 FT N.
 TD1130'AND 2 FT W. OF POWERLINE POLE, 2 FT W. OF USGS WITNESS SIGN ON STEEL
 TD1130'POST.  IN A CONCRETE POST.  STANDARD TABLET STAMPED---ET 4 JA 1966---.
 TD1130'OSLO MWT ABOUT 5.0 MI DISTANT--S 47 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0817 ***********************************************************************
 SO0817  DESIGNATION -  ET 4 JS
 SO0817  PID         -  SO0817
 SO0817  STATE/COUNTY-  ND/BILLINGS
 SO0817  USGS QUAD   -  FAIRFIELD (1963)
 SO0817
 SO0817                         *CURRENT SURVEY CONTROL
 SO0817  ___________________________________________________________________
 SO0817* NAD 83(1996)-  47 08 04.59154(N)    103 08 20.02002(W)     ADJUSTED  
 SO0817* NAVD 88     -       818.94   (+/-2cm)    2686.8    (feet)  VERTCON   
 SO0817  ___________________________________________________________________
 SO0817  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 SO0817  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 SO0817
 SO0817  HORZ ORDER  -  THIRD
 SO0817  VERT ORDER  -  THIRD ? (See Below)
 SO0817
 SO0817.The horizontal coordinates were established by classical geodetic methods
 SO0817.and adjusted by the National Geodetic Survey in January 1998..
 SO0817
 SO0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0817.The vertical order pertains to the NGVD 29 superseded value.
 SO0817
 SO0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0817
 SO0817.The geoid height was determined by GEOID03.
 SO0817
 SO0817;                    North         East     Units Scale Factor Converg.
 SO0817;SPC ND S     -   166,535.987   399,848.630   MT  0.99994954   -1 55 29.1
 SO0817;SPC ND S     -   546,377.91  1,311,839.34   iFT  0.99994954   -1 55 29.1
 SO0817;UTM  13      - 5,221,803.224   641,134.054   MT  0.99984481   +1 21 51.6
 SO0817
 SO0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0817!SPC ND S     -   0.99987432  x   0.99994954  =   0.99982387
 SO0817!UTM  13      -   0.99987432  x   0.99984481  =   0.99971915
 SO0817
 SO0817:                Primary Azimuth Mark                     Grid Az
 SO0817:SPC ND S     -  WINDMILL MAST ON BARN                    178 17 52.7
 SO0817:UTM  13      -  WINDMILL MAST ON BARN                    175 00 32.0
 SO0817
 SO0817|---------------------------------------------------------------------|
 SO0817| PID    Reference Object                     Distance      Geod. Az  |
 SO0817|                                                           dddmmss.s |
 SO0817| CQ9044 WINDMILL MAST ON BARN                              1762223.6 |
 SO0817| SO0814 STA 15                              APPROX. 3.4 KM 2324642.4 |
 SO0817|---------------------------------------------------------------------|
 SO0817
 SO0817                          SUPERSEDED SURVEY CONTROL
 SO0817
 SO0817  NAD 83(1986)-  47 08 04.58722(N)    103 08 20.01276(W) AD(       ) 3
 SO0817  NAD 27      -  47 08 04.53223(N)    103 08 18.36563(W) AD(       ) 3
 SO0817  NGVD 29 (07/19/86)  818.39   (m)         2685.0    (f) LEVELING    3  
 SO0817
 SO0817.Superseded values are not recommended for survey control.
 SO0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0817.See file dsdata.txt to determine how the superseded data were derived.
 SO0817
 SO0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN4113421803(NAD 83)
 SO0817_MARKER: DE = TRAVERSE STATION DISK
 SO0817_SETTING: 0 = UNSPECIFIED SETTING
 SO0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0817
 SO0817  HISTORY     - Date     Condition        Report By
 SO0817  HISTORY     - 1962     MONUMENTED       USGS
 SO0817
 SO0817                          STATION DESCRIPTION
 SO0817
 SO0817'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0817'BELFIELD, 17.0 MI N. AND 2.5 MI E. OF.  3.0 MI AND 0.5 MI N. OF CAFE
 SO0817'AND GAS STATION ON U.S. HWY. 85.  NEAR QUARTER COR. BETWEEN SECS. 7
 SO0817'BELFIELD, 17.0 MI N. AND 2.5 MI E. OF.  3.0 MI AND 0.5 MI N. OF CAFE
 SO0817'S. RD. AT FENCE E.  42 FT E. OF CENTER OF RD.  2.5 FT S. OF POWER
 SO0817'POLE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 4 JS 1962
 SO0817'2685---CENTER OF MAST OF WINDMILL AT FARM BUILDINGS ABOUT
 SO0817'0.5 MI DISTANT--S 03 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1190 ***********************************************************************
 TD1190  DESIGNATION -  ET 5 DM
 TD1190  PID         -  TD1190
 TD1190  STATE/COUNTY-  ND/WALSH
 TD1190  USGS QUAD   -  GRAFTON (1960)
 TD1190
 TD1190                         *CURRENT SURVEY CONTROL
 TD1190  ___________________________________________________________________
 TD1190* NAD 83(1996)-  48 29 57.04827(N)    097 26 45.25340(W)     ADJUSTED  
 TD1190* NAVD 88     -       257.0    (meters)     843.     (feet)  VERTCON   
 TD1190  ___________________________________________________________________
 TD1190  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 TD1190  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 TD1190
 TD1190  HORZ ORDER  -  THIRD
 TD1190  VERT ORDER  -  THIRD ? (See Below)
 TD1190
 TD1190.The horizontal coordinates were established by classical geodetic methods
 TD1190.and adjusted by the National Geodetic Survey in January 1998..
 TD1190
 TD1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1190.The vertical order pertains to the NGVD 29 superseded value.
 TD1190
 TD1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1190
 TD1190.The geoid height was determined by GEOID03.
 TD1190
 TD1190;                    North         East     Units Scale Factor Converg.
 TD1190;SPC ND N     -   171,159.440   825,637.908   MT  0.99996200   +2 16 21.6
 TD1190;SPC ND N     -   561,546.72  2,708,785.79   iFT  0.99996200   +2 16 21.6
 TD1190;UTM  14      - 5,372,950.666   614,804.120   MT  0.99976193   +1 09 50.6
 TD1190
 TD1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1190!SPC ND N     -   0.99996388  x   0.99996200  =   0.99992588
 TD1190!UTM  14      -   0.99996388  x   0.99976193  =   0.99972582
 TD1190
 TD1190                          SUPERSEDED SURVEY CONTROL
 TD1190
 TD1190  NAD 83(1986)-  48 29 57.04915(N)    097 26 45.23603(W) AD(       ) 3
 TD1190  NAD 27      -  48 29 57.10674(N)    097 26 43.91223(W) AD(       ) 3
 TD1190  NGVD 29 (07/19/86)  256.6    (m)          842.     (f) LEVELING    3  
 TD1190
 TD1190.Superseded values are not recommended for survey control.
 TD1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1190.See file dsdata.txt to determine how the superseded data were derived.
 TD1190
 TD1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1480472951(NAD 83)
 TD1190_MARKER: DE = TRAVERSE STATION DISK
 TD1190_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1190_STAMPING: ET 5 DM 1959
 TD1190_MARK LOGO: USGS  
 TD1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1190
 TD1190  HISTORY     - Date     Condition        Report By
 TD1190  HISTORY     - 1959     MONUMENTED       USGS
 TD1190
 TD1190                          STATION DESCRIPTION
 TD1190
 TD1190'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1190'GRAFTON, 5.5 MI N. AND 2.0 MI W. OF.  53 FT S. AND 477 FT E. OF
 TD1190'CROSSROADS.  NEAR COR. SECS. 14, 15, 22, 23, T. 158 N., R. 53 W.  IN
 TD1190'CONCRETE POST.  STANDARD TABLET STAMPED---ET 5 DM 1959---.
 TD1190'TOP OF CONCRETE SILO ABOUT 1.5 MI DISTANT--S 77 DEG 09 MIN E.
 TD1190'CROSS ON CHURCH IN AUBURN, N.D.--N 25 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1932 ***********************************************************************
 TE1932  DESIGNATION -  ET 5 DM
 TE1932  PID         -  TE1932
 TE1932  STATE/COUNTY-  ND/TOWNER
 TE1932  USGS QUAD   -  SNYDER LAKE (1962)
 TE1932
 TE1932                         *CURRENT SURVEY CONTROL
 TE1932  ___________________________________________________________________
 TE1932* NAD 83(1996)-  48 44 46.02342(N)    099 13 51.41714(W)     ADJUSTED  
 TE1932* NAVD 88     -       470.1    (meters)    1542.     (feet)  VERTCON   
 TE1932  ___________________________________________________________________
 TE1932  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 TE1932  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 TE1932
 TE1932  HORZ ORDER  -  THIRD
 TE1932  VERT ORDER  -  THIRD ? (See Below)
 TE1932
 TE1932.The horizontal coordinates were established by classical geodetic methods
 TE1932.and adjusted by the National Geodetic Survey in January 1998..
 TE1932
 TE1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1932.The vertical order pertains to the NGVD 29 superseded value.
 TE1932
 TE1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1932
 TE1932.The geoid height was determined by GEOID03.
 TE1932
 TE1932;                    North         East     Units Scale Factor Converg.
 TE1932;SPC ND N     -   194,912.487   693,325.782   MT  1.00000256   +0 56 39.6
 TE1932;SPC ND N     -   639,476.66  2,274,690.89   iFT  1.00000256   +0 56 39.6
 TE1932;UTM  14      - 5,399,259.230   483,022.109   MT  0.99960354   -0 10 25.1
 TE1932
 TE1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1932!SPC ND N     -   0.99992993  x   1.00000256  =   0.99993249
 TE1932!UTM  14      -   0.99992993  x   0.99960354  =   0.99953350
 TE1932
 TE1932:                Primary Azimuth Mark                     Grid Az
 TE1932:SPC ND N     -  CTR BALL W GABLE FARMHOUSE E             073 00 27.4
 TE1932:UTM  14      -  CTR BALL W GABLE FARMHOUSE E             074 07 32.1
 TE1932
 TE1932|---------------------------------------------------------------------|
 TE1932| PID    Reference Object                     Distance      Geod. Az  |
 TE1932|                                                           dddmmss.s |
 TE1932| CO7499 CTR BALL W GABLE FARMHOUSE E                       0735707.0 |
 TE1932| CO7624 VENT ON ELEVATOR                                   3484327.0 |
 TE1932|---------------------------------------------------------------------|
 TE1932
 TE1932                          SUPERSEDED SURVEY CONTROL
 TE1932
 TE1932  NAD 83(1986)-  48 44 46.02567(N)    099 13 51.40360(W) AD(       ) 3
 TE1932  NAD 27      -  48 44 45.99485(N)    099 13 49.87674(W) AD(       ) 3
 TE1932  NGVD 29 (07/19/86)  469.8    (m)         1541.     (f) LEVELING    3  
 TE1932
 TE1932.Superseded values are not recommended for survey control.
 TE1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1932.See file dsdata.txt to determine how the superseded data were derived.
 TE1932
 TE1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8302299259(NAD 83)
 TE1932_MARKER: DE = TRAVERSE STATION DISK
 TE1932_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE1932
 TE1932  HISTORY     - Date     Condition        Report By
 TE1932  HISTORY     - 1959     MONUMENTED       USGS
 TE1932
 TE1932                          STATION DESCRIPTION
 TE1932
 TE1932'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1932'ROCK LAKE, 3.0 MI S. AND 0.5 MI E. OF, T. 161 N., R. 66 W., NEAR THE
 TE1932'QUARTER COR. SECS. 20 AND 29, 355 FT. S. AND 41 FT W. OF CENTER OF T -
 TE1932'RD. S., 130 FT N. AND 41 FT W. OF CENTER OF RD. AT CROSSING OF M., ST.
 TE1932'P. AND S.S.M. RR.  A STANDARD TABLET SET IN A CONCRETE POST AND
 TE1932'STAMPED---ET 5 DM 1959.  VENT ON TALLEST
 TE1932'ELEVATOR IN ROCK CITY--N 11 DEG 15 MIN W.  CENTER OF BALL ON W.
 TE1932'GABLE OF FARMHOUSE E.--N 78 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0815 ***********************************************************************
 SO0815  DESIGNATION -  ET 5 EV
 SO0815  PID         -  SO0815
 SO0815  STATE/COUNTY-  ND/BILLINGS
 SO0815  USGS QUAD   -  RATTLESNAKE BUTTE (1963)
 SO0815
 SO0815                         *CURRENT SURVEY CONTROL
 SO0815  ___________________________________________________________________
 SO0815* NAD 83(1996)-  47 07 29.65537(N)    103 14 04.94692(W)     ADJUSTED  
 SO0815* NAVD 88     -       840.80   (+/-2cm)    2758.5    (feet)  VERTCON   
 SO0815  ___________________________________________________________________
 SO0815  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 SO0815  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 SO0815
 SO0815  HORZ ORDER  -  THIRD
 SO0815  VERT ORDER  -  THIRD ? (See Below)
 SO0815
 SO0815.The horizontal coordinates were established by classical geodetic methods
 SO0815.and adjusted by the National Geodetic Survey in January 1998..
 SO0815
 SO0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0815.The vertical order pertains to the NGVD 29 superseded value.
 SO0815
 SO0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0815
 SO0815.The geoid height was determined by GEOID03.
 SO0815
 SO0815;                    North         East     Units Scale Factor Converg.
 SO0815;SPC ND S     -   165,706.372   392,546.865   MT  0.99994866   -1 59 40.7
 SO0815;SPC ND S     -   543,656.08  1,287,883.42   iFT  0.99994866   -1 59 40.7
 SO0815;UTM  13      - 5,220,556.227   633,892.754   MT  0.99982033   +1 17 37.9
 SO0815
 SO0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0815!SPC ND S     -   0.99987088  x   0.99994866  =   0.99981955
 SO0815!UTM  13      -   0.99987088  x   0.99982033  =   0.99969124
 SO0815
 SO0815:                Primary Azimuth Mark                     Grid Az
 SO0815:SPC ND S     -  GORHAM CATHOLIC CH STEEPLE               287 28 47.3
 SO0815:UTM  13      -  GORHAM CATHOLIC CH STEEPLE               284 11 28.7
 SO0815
 SO0815|---------------------------------------------------------------------|
 SO0815| PID    Reference Object                     Distance      Geod. Az  |
 SO0815|                                                           dddmmss.s |
 SO0815| CQ7696 GORHAM CATHOLIC CH STEEPLE                         2852906.6 |
 SO0815|---------------------------------------------------------------------|
 SO0815
 SO0815                          SUPERSEDED SURVEY CONTROL
 SO0815
 SO0815  NAD 83(1986)-  47 07 29.65078(N)    103 14 04.93950(W) AD(       ) 3
 SO0815  NAD 27      -  47 07 29.60238(N)    103 14 03.28235(W) AD(       ) 3
 SO0815  NGVD 29 (07/19/86)  840.24   (m)         2756.7    (f) LEVELING    3  
 SO0815
 SO0815.Superseded values are not recommended for survey control.
 SO0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0815.See file dsdata.txt to determine how the superseded data were derived.
 SO0815
 SO0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3389320556(NAD 83)
 SO0815_MARKER: DE = TRAVERSE STATION DISK
 SO0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0815
 SO0815  HISTORY     - Date     Condition        Report By
 SO0815  HISTORY     - 1962     MONUMENTED       USGS
 SO0815
 SO0815                          STATION DESCRIPTION
 SO0815
 SO0815'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0815'GORHAM, 1.7 MI S. AND 3.5 MI E. OF.  1.5 MI W. OF GLADE SCHOOLHOUSE,
 SO0815'ON U.S. HWY. 85.  297 FT W. OF E. - W. RD. AT FENCES N. - S. AND
 SO0815'APPROX. QUARTER COR. BETWEEN SECS. 9 AND 16, T. 142 N., R. 99 W.  39
 SO0815'FT S. OF CENTER E. - W. RD.  1 FT N. OF RIGHT - OF - WAY FENCE.  IN
 SO0815'CONCRETE POST.  STANDARD TABLET STAMPED---ET 5 EV 1962 2757---
 SO0815'GORHAM CATHOLIC CHURCH SPIRE---N 74 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0725 ***********************************************************************
 RQ0725  DESIGNATION -  ET 5 GLD
 RQ0725  PID         -  RQ0725
 RQ0725  STATE/COUNTY-  ND/STUTSMAN
 RQ0725  USGS QUAD   -  STREETER (1983)
 RQ0725
 RQ0725                         *CURRENT SURVEY CONTROL
 RQ0725  ___________________________________________________________________
 RQ0725* NAD 83(1996)-  46 43 58.88022(N)    099 18 51.52556(W)     ADJUSTED  
 RQ0725* NAVD 88     -       603.5    (meters)    1980.     (feet)  VERTCON   
 RQ0725  ___________________________________________________________________
 RQ0725  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 RQ0725  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 RQ0725
 RQ0725  HORZ ORDER  -  THIRD
 RQ0725
 RQ0725.The horizontal coordinates were established by classical geodetic methods
 RQ0725.and adjusted by the National Geodetic Survey in January 1998..
 RQ0725
 RQ0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0725
 RQ0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0725
 RQ0725.The geoid height was determined by GEOID03.
 RQ0725
 RQ0725;                    North         East     Units Scale Factor Converg.
 RQ0725;SPC ND S     -   119,216.203   690,617.735   MT  0.99993742   +0 51 53.4
 RQ0725;SPC ND S     -   391,129.27  2,265,806.22   iFT  0.99993742   +0 51 53.4
 RQ0725;UTM  14      - 5,175,544.504   475,985.438   MT  0.99960709   -0 13 43.9
 RQ0725
 RQ0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0725!SPC ND S     -   0.99990903  x   0.99993742  =   0.99984645
 RQ0725!UTM  14      -   0.99990903  x   0.99960709  =   0.99951615
 RQ0725
 RQ0725:                Primary Azimuth Mark                     Grid Az
 RQ0725:SPC ND S     -  GACKLE MUN WATER TANK                    130 39 09.8
 RQ0725:UTM  14      -  GACKLE MUN WATER TANK                    131 44 47.1
 RQ0725
 RQ0725|---------------------------------------------------------------------|
 RQ0725| PID    Reference Object                     Distance      Geod. Az  |
 RQ0725|                                                           dddmmss.s |
 RQ0725| CO5022 GACKLE MUN WATER TANK                              1313103.2 |
 RQ0725| CO6194 STREETER MWT                                       2042835.9 |
 RQ0725|---------------------------------------------------------------------|
 RQ0725
 RQ0725                          SUPERSEDED SURVEY CONTROL
 RQ0725
 RQ0725  NAD 83(1986)-  46 43 58.88142(N)    099 18 51.51315(W) AD(       ) 3
 RQ0725  NAD 27      -  46 43 58.98643(N)    099 18 50.11620(W) AD(       ) 3
 RQ0725  NGVD 29 (07/19/86)  603.1    (m)         1979.     (f) VERT ANG       
 RQ0725
 RQ0725.Superseded values are not recommended for survey control.
 RQ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0725.See file dsdata.txt to determine how the superseded data were derived.
 RQ0725
 RQ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS7598575545(NAD 83)
 RQ0725_MARKER: DD = SURVEY DISK
 RQ0725_SETTING: 0 = UNSPECIFIED SETTING
 RQ0725
 RQ0725  HISTORY     - Date     Condition        Report By
 RQ0725  HISTORY     - 1975     MONUMENTED       USGS
 RQ0725
 RQ0725                          STATION DESCRIPTION
 RQ0725
 RQ0725'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0725'STREETER, 5.0 MI. N. AND 1.4 MI. E. OF, NEAR THE 1/4 COR. BETWEEN
 RQ0725'SECS. 30 AND 31, T.138 N.,R.68 W., 0.1 MI. W. OF RD. AT FLD. ENTR.
 RQ0725'S., 67 FT. N. OF CENTER OF ROAD,2.M FT. S. OF FE. LINE, 2.0 FT. S. OF
 RQ0725'WITNESS POST. STANDARD TABLET ON 10 FT. OF COPPER WELD ROD,
 RQ0725'CENTERED IN 6-IN. DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 5
 RQ0725'GLD 1975.  STREETER MWT-S 24 DEG 29 MIN W.  GACKLE MWT -
 RQ0725'S 48 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1125 ***********************************************************************
 TD1125  DESIGNATION -  ET 5 JA
 TD1125  PID         -  TD1125
 TD1125  STATE/COUNTY-  ND/WALSH
 TD1125  USGS QUAD   -  BIG WOODS SW (1979)
 TD1125
 TD1125                         *CURRENT SURVEY CONTROL
 TD1125  ___________________________________________________________________
 TD1125* NAD 83(1996)-  48 15 57.75007(N)    097 08 46.67579(W)     ADJUSTED  
 TD1125* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 TD1125  ___________________________________________________________________
 TD1125  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 TD1125  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 TD1125
 TD1125  HORZ ORDER  -  THIRD
 TD1125  VERT ORDER  -  THIRD ? (See Below)
 TD1125
 TD1125.The horizontal coordinates were established by classical geodetic methods
 TD1125.and adjusted by the National Geodetic Survey in January 1998..
 TD1125
 TD1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1125.The vertical order pertains to the NGVD 29 superseded value.
 TD1125
 TD1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1125
 TD1125.The geoid height was determined by GEOID03.
 TD1125
 TD1125;                    North         East     Units Scale Factor Converg.
 TD1125;SPC ND N     -   146,181.885   848,888.233   MT  0.99994084   +2 29 44.2
 TD1125;SPC ND N     -   479,599.36  2,785,066.38   iFT  0.99994084   +2 29 44.2
 TD1125;UTM  14      - 5,347,531.228   637,562.629   MT  0.99983251   +1 23 00.7
 TD1125
 TD1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1125!SPC ND N     -   0.99996578  x   0.99994084  =   0.99990662
 TD1125!UTM  14      -   0.99996578  x   0.99983251  =   0.99979830
 TD1125
 TD1125:                Primary Azimuth Mark                     Grid Az
 TD1125:SPC ND N     -  STA 010                                  177 05 06.7
 TD1125:UTM  14      -  STA 010                                  178 11 50.2
 TD1125
 TD1125|---------------------------------------------------------------------|
 TD1125| PID    Reference Object                     Distance      Geod. Az  |
 TD1125|                                                           dddmmss.s |
 TD1125| TD1124 STA 010                             APPROX. 1.6 KM 1793450.9 |
 TD1125|---------------------------------------------------------------------|
 TD1125
 TD1125                          SUPERSEDED SURVEY CONTROL
 TD1125
 TD1125  NAD 83(1986)-  48 15 57.74618(N)    097 08 46.66820(W) AD(       ) 3
 TD1125  NAD 27      -  48 15 57.80651(N)    097 08 45.38333(W) AD(       ) 3
 TD1125  NGVD 29 (07/19/86)  244.9    (m)          803.     (f) LEVELING    3  
 TD1125
 TD1125.Superseded values are not recommended for survey control.
 TD1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1125.See file dsdata.txt to determine how the superseded data were derived.
 TD1125
 TD1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3756347531(NAD 83)
 TD1125_MARKER: DE = TRAVERSE STATION DISK
 TD1125_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1125
 TD1125  HISTORY     - Date     Condition        Report By
 TD1125  HISTORY     - 1966     MONUMENTED       USGS
 TD1125
 TD1125                          STATION DESCRIPTION
 TD1125
 TD1125'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 TD1125'MINTO, 1.7 MI S. AND 10.5 MI E. OF, T. 155 N., R. 51 W., NEAR COR. OF
 TD1125'SECS. 1, 2, 11 AND 12, 48 FT E. OF T - RD. W., 33 FT S. OF TELEPHONE
 TD1125'POLE, 2.5 FT E. OF USGS WITNESS SIGN ON STEEL POST.  IN A CONCRETE
 TD1125'POST PROJECTING 6 IN., STANDARD TABLET STAMPED---ET 5 JA 1966---.
 TD1125'MICROWAVE TOWER ABOUT 2.0 MI DISTANT /RED LIGHT ON TOP/
 TD1125'--N 37 DEG 20 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0761 ***********************************************************************
 SO0761  DESIGNATION -  ET 5 JS
 SO0761  PID         -  SO0761
 SO0761  STATE/COUNTY-  ND/DUNN
 SO0761  USGS QUAD   -  NEW HRADEC NORTH (1973)
 SO0761
 SO0761                         *CURRENT SURVEY CONTROL
 SO0761  ___________________________________________________________________
 SO0761* NAD 83(1996)-  47 06 56.15092(N)    102 59 32.08567(W)     ADJUSTED  
 SO0761* NAVD 88     -       842.3    (meters)    2763.     (feet)  VERTCON   
 SO0761  ___________________________________________________________________
 SO0761  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 SO0761  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 SO0761
 SO0761  HORZ ORDER  -  THIRD
 SO0761
 SO0761.The horizontal coordinates were established by classical geodetic methods
 SO0761.and adjusted by the National Geodetic Survey in January 1998..
 SO0761
 SO0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0761
 SO0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0761
 SO0761.The geoid height was determined by GEOID03.
 SO0761
 SO0761;                    North         East     Units Scale Factor Converg.
 SO0761;SPC ND S     -   164,060.338   410,900.542   MT  0.99994786   -1 49 04.1
 SO0761;SPC ND S     -   538,255.70  1,348,098.89   iFT  0.99994786   -1 49 04.1
 SO0761;UTM  13      - 5,219,965.913   652,308.863   MT  0.99988511   +1 28 17.1
 SO0761
 SO0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0761!SPC ND S     -   0.99987067  x   0.99994786  =   0.99981853
 SO0761!UTM  13      -   0.99987067  x   0.99988511  =   0.99975579
 SO0761
 SO0761:                Primary Azimuth Mark                     Grid Az
 SO0761:SPC ND S     -  WINDMILL MAST ON BARN                    029 26 32.5
 SO0761:UTM  13      -  WINDMILL MAST ON BARN                    026 09 11.3
 SO0761
 SO0761|---------------------------------------------------------------------|
 SO0761| PID    Reference Object                     Distance      Geod. Az  |
 SO0761|                                                           dddmmss.s |
 SO0761| CQ9044 WINDMILL MAST ON BARN                              0273728.4 |
 SO0761|---------------------------------------------------------------------|
 SO0761
 SO0761                          SUPERSEDED SURVEY CONTROL
 SO0761
 SO0761  NAD 83(1986)-  47 06 56.14722(N)    102 59 32.07835(W) AD(       ) 3
 SO0761  NAD 27      -  47 06 56.08077(N)    102 59 30.45237(W) AD(       ) 3
 SO0761  NGVD 29 (07/19/86)  841.8    (m)         2762.     (f) VERT ANG       
 SO0761
 SO0761.Superseded values are not recommended for survey control.
 SO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0761.See file dsdata.txt to determine how the superseded data were derived.
 SO0761
 SO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5230919966(NAD 83)
 SO0761_MARKER: DE = TRAVERSE STATION DISK
 SO0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0761
 SO0761  HISTORY     - Date     Condition        Report By
 SO0761  HISTORY     - 1962     MONUMENTED       USGS
 SO0761
 SO0761                          STATION DESCRIPTION
 SO0761
 SO0761'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0761'NEW HRADEC, 8.0 MI N. AND 5.0 MI W. OF.  ABOUT 0.3 MI N. OF COR. SECS.
 SO0761'16, 17, 20 AND 21, T. 142 N., R. 97 W.  ABOUT 400 FT W. OF N. - S.
 SO0761'SEC. LINE FENCE.  ON HIGHEST POINT OF W. ONE OF TWO PEAKS ON PROMINENT
 SO0761'BUTTE.  IN LARGE OUTCROPPING SANDSTONE, STANDARD TABLET STAMPED---ET 5
 SO0761'JS 1962---CENTER OF MAST AT TOP OF WINDCHARGER ABOUT 1.0
 SO0761'MI NE. FROM FARM BUILDINGS-- N 27 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1184 ***********************************************************************
 TD1184  DESIGNATION -  ET 6 DM
 TD1184  PID         -  TD1184
 TD1184  STATE/COUNTY-  ND/WALSH
 TD1184  USGS QUAD   -  GRAFTON (1960)
 TD1184
 TD1184                         *CURRENT SURVEY CONTROL
 TD1184  ___________________________________________________________________
 TD1184* NAD 83(1996)-  48 29 56.44652(N)    097 23 04.97387(W)     ADJUSTED  
 TD1184* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 TD1184  ___________________________________________________________________
 TD1184  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 TD1184  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 TD1184
 TD1184  HORZ ORDER  -  THIRD
 TD1184  VERT ORDER  -  THIRD ? (See Below)
 TD1184
 TD1184.The horizontal coordinates were established by classical geodetic methods
 TD1184.and adjusted by the National Geodetic Survey in January 1998..
 TD1184
 TD1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1184.The vertical order pertains to the NGVD 29 superseded value.
 TD1184
 TD1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1184
 TD1184.The geoid height was determined by GEOID03.
 TD1184
 TD1184;                    North         East     Units Scale Factor Converg.
 TD1184;SPC ND N     -   171,321.977   830,156.868   MT  0.99996198   +2 19 05.5
 TD1184;SPC ND N     -   562,079.98  2,723,611.77   iFT  0.99996198   +2 19 05.5
 TD1184;UTM  14      - 5,373,025.740   619,324.504   MT  0.99977493   +1 12 35.6
 TD1184
 TD1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1184!SPC ND N     -   0.99996457  x   0.99996198  =   0.99992656
 TD1184!UTM  14      -   0.99996457  x   0.99977493  =   0.99973951
 TD1184
 TD1184                          SUPERSEDED SURVEY CONTROL
 TD1184
 TD1184  NAD 83(1986)-  48 29 56.44613(N)    097 23 04.95669(W) AD(       ) 3
 TD1184  NAD 27      -  48 29 56.50467(N)    097 23 03.64119(W) AD(       ) 3
 TD1184  NGVD 29 (07/19/86)  252.2    (m)          827.     (f) LEVELING    3  
 TD1184
 TD1184.Superseded values are not recommended for survey control.
 TD1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1184.See file dsdata.txt to determine how the superseded data were derived.
 TD1184
 TD1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1932573026(NAD 83)
 TD1184_MARKER: DE = TRAVERSE STATION DISK
 TD1184_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1184_STAMPING: ET 6 DM 1959
 TD1184_MARK LOGO: USGS  
 TD1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1184
 TD1184  HISTORY     - Date     Condition        Report By
 TD1184  HISTORY     - 1959     MONUMENTED       USGS
 TD1184
 TD1184                          STATION DESCRIPTION
 TD1184
 TD1184'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1184'GRAFTON, 5.0 MI N. AND 1.0 MI E. OF.  42 FT S. AND 372 FT E. OF
 TD1184'CROSSROADS, NEAR COR. SECS. 17, 18, 19 AND 20, T. 158 N., R. 52 W., AT
 TD1184'NE. COR. OF WINDBREAK.  IN CONCRETE POST.  STANDARD TABLET STAMPED---
 TD1184'ET 6 DM 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1930 ***********************************************************************
 TE1930  DESIGNATION -  ET 6 DM
 TE1930  PID         -  TE1930
 TE1930  STATE/COUNTY-  ND/TOWNER
 TE1930  USGS QUAD   -  SNYDER LAKE (1962)
 TE1930
 TE1930                         *CURRENT SURVEY CONTROL
 TE1930  ___________________________________________________________________
 TE1930* NAD 83(1996)-  48 44 49.62766(N)    099 11 25.65271(W)     ADJUSTED  
 TE1930* NAVD 88     -       468.4    (meters)    1537.     (feet)  VERTCON   
 TE1930  ___________________________________________________________________
 TE1930  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 TE1930  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 TE1930
 TE1930  HORZ ORDER  -  THIRD
 TE1930  VERT ORDER  -  THIRD ? (See Below)
 TE1930
 TE1930.The horizontal coordinates were established by classical geodetic methods
 TE1930.and adjusted by the National Geodetic Survey in January 1998..
 TE1930
 TE1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1930.The vertical order pertains to the NGVD 29 superseded value.
 TE1930
 TE1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1930
 TE1930.The geoid height was determined by GEOID03.
 TE1930
 TE1930;                    North         East     Units Scale Factor Converg.
 TE1930;SPC ND N     -   195,073.667   696,301.242   MT  1.00000276   +0 58 28.1
 TE1930;SPC ND N     -   640,005.47  2,284,452.89   iFT  1.00000276   +0 58 28.1
 TE1930;UTM  14      - 5,399,362.292   485,998.957   MT  0.99960241   -0 08 35.5
 TE1930
 TE1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1930!SPC ND N     -   0.99993022  x   1.00000276  =   0.99993298
 TE1930!UTM  14      -   0.99993022  x   0.99960241  =   0.99953266
 TE1930
 TE1930:                Primary Azimuth Mark                     Grid Az
 TE1930:SPC ND N     -  W GABLE OF FARMHOUSE SE                  127 36 05.2
 TE1930:UTM  14      -  W GABLE OF FARMHOUSE SE                  128 43 08.8
 TE1930
 TE1930|---------------------------------------------------------------------|
 TE1930| PID    Reference Object                     Distance      Geod. Az  |
 TE1930|                                                           dddmmss.s |
 TE1930| CO7655 W GABLE OF FARMHOUSE SE                            1283433.3 |
 TE1930| CO8268 S GABLE OF FARMHOUSE N                             3562630.3 |
 TE1930|---------------------------------------------------------------------|
 TE1930
 TE1930                          SUPERSEDED SURVEY CONTROL
 TE1930
 TE1930  NAD 83(1986)-  48 44 49.62946(N)    099 11 25.63919(W) AD(       ) 3
 TE1930  NAD 27      -  48 44 49.59851(N)    099 11 24.11779(W) AD(       ) 3
 TE1930  NGVD 29 (07/19/86)  468.0    (m)         1535.     (f) LEVELING    3  
 TE1930
 TE1930.Superseded values are not recommended for survey control.
 TE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1930.See file dsdata.txt to determine how the superseded data were derived.
 TE1930
 TE1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8599999362(NAD 83)
 TE1930_MARKER: DE = TRAVERSE STATION DISK
 TE1930_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE1930
 TE1930  HISTORY     - Date     Condition        Report By
 TE1930  HISTORY     - 1959     MONUMENTED       USGS
 TE1930
 TE1930                          STATION DESCRIPTION
 TE1930
 TE1930'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1930'ROCK LAKE, 3.0 MI S. AND 2.3 MI E. OF, T. 161 N., R. 66 W., NEAR
 TE1930'QUARTER COR. SECS. 22 AND 27, 29 FT N. AND 31 FT E. OF CENTER OF RD.
 TE1930'AT CROSSING OF GREAT NORTHERN RR. AND 5 FT W. OF A TELEPHONE POLE.  A
 TE1930'STANDARD TABLET SET IN A CONCRETE POST AND STAMPED---ET 6 DM 1959.
 TE1930'W. GABLE OF FARM BUILDING 0.75 MI DISTANT--
 TE1930'S 51 DEG 24 MIN E.  S. GABLE OF FARM HOUSE 1.0 MI DISTANT--
 TE1930'N 03 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0722 ***********************************************************************
 RQ0722  DESIGNATION -  ET 6 GLD
 RQ0722  PID         -  RQ0722
 RQ0722  STATE/COUNTY-  ND/STUTSMAN
 RQ0722  USGS QUAD   -  GACKLE NORTH (1983)
 RQ0722
 RQ0722                         *CURRENT SURVEY CONTROL
 RQ0722  ___________________________________________________________________
 RQ0722* NAD 83(1996)-  46 43 56.63350(N)    099 09 23.32111(W)     ADJUSTED  
 RQ0722* NAVD 88     -       581.     (meters)    1906.     (feet)  VERTCON   
 RQ0722  ___________________________________________________________________
 RQ0722  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 RQ0722  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 RQ0722
 RQ0722  HORZ ORDER  -  THIRD
 RQ0722
 RQ0722.The horizontal coordinates were established by classical geodetic methods
 RQ0722.and adjusted by the National Geodetic Survey in January 1998..
 RQ0722
 RQ0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0722
 RQ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0722
 RQ0722.The geoid height was determined by GEOID03.
 RQ0722
 RQ0722;                    North         East     Units Scale Factor Converg.
 RQ0722;SPC ND S     -   119,341.032   702,680.532   MT  0.99993744   +0 58 47.8
 RQ0722;SPC ND S     -   391,538.82  2,305,382.32   iFT  0.99993744   +0 58 47.8
 RQ0722;UTM  14      - 5,175,439.078   488,044.398   MT  0.99960176   -0 06 50.2
 RQ0722
 RQ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0722!SPC ND S     -   0.99991254  x   0.99993744  =   0.99984998
 RQ0722!UTM  14      -   0.99991254  x   0.99960176  =   0.99951433
 RQ0722
 RQ0722:                Primary Azimuth Mark                     Grid Az
 RQ0722:SPC ND S     -  CB TOWER AT HOUSE 3 MI SE                156 38 53.4
 RQ0722:UTM  14      -  CB TOWER AT HOUSE 3 MI SE                157 44 31.4
 RQ0722
 RQ0722|---------------------------------------------------------------------|
 RQ0722| PID    Reference Object                     Distance      Geod. Az  |
 RQ0722|                                                           dddmmss.s |
 RQ0722| CO5361 CB TOWER AT HOUSE 3 MI SE                          1573741.2 |
 RQ0722| CO5022 GACKLE MUN WATER TANK                              1745429.8 |
 RQ0722|---------------------------------------------------------------------|
 RQ0722
 RQ0722                          SUPERSEDED SURVEY CONTROL
 RQ0722
 RQ0722  NAD 83(1986)-  46 43 56.63568(N)    099 09 23.30916(W) AD(       ) 3
 RQ0722  NAD 27      -  46 43 56.73066(N)    099 09 21.91567(W) AD(       ) 3
 RQ0722  NGVD 29 (07/19/86)  581.     (m)         1906.     (f) VERT ANG       
 RQ0722
 RQ0722.Superseded values are not recommended for survey control.
 RQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0722.See file dsdata.txt to determine how the superseded data were derived.
 RQ0722
 RQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS8804475439(NAD 83)
 RQ0722_MARKER: DD = SURVEY DISK
 RQ0722_SETTING: 0 = UNSPECIFIED SETTING
 RQ0722
 RQ0722  HISTORY     - Date     Condition        Report By
 RQ0722  HISTORY     - 1975     MONUMENTED       USGS
 RQ0722
 RQ0722                          STATION DESCRIPTION
 RQ0722
 RQ0722'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0722'GACKLE, 7 MI. N. AND 1 MI. W. OF, NEAR THE COR. OF SECS. 28,29,32,
 RQ0722'AND 33, T.138 N.,R.67 W.,ABOUT 0.15 MI. W. OF T-RD. N., 100 FT. N.
 RQ0722'AND 131 FT. E. OF RD. AT TRAIL N., 58 FT. E. OF EAST GATE POST,
 RQ0722'2.2 FT. S. OF POWER POLE AND METAL WITNESS POST. STANDARD TABLET ON
 RQ0722'10 FT. OF COPPER WELD ROD, CENTERED IN 6-IN. DRAIN TILE FILLED
 RQ0722'WITH GRAVEL AND STAMPED ET 6 GLD 1975. GACKLE MWT-S 05 DEG 05 MIN E.
 RQ0722'C.B. RADIO TOWER AT HOUSE APPROX. 2.7 MI. DISTANT-S 22 DEG 22 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0840 ***********************************************************************
 SO0840  CBN         -  This is a Cooperative Base Network Control Station.
 SO0840  DESIGNATION -  ET 6 JS
 SO0840  PID         -  SO0840
 SO0840  STATE/COUNTY-  ND/BILLINGS
 SO0840  USGS QUAD   -  ROOSEVELT CREEK EAST (1970)
 SO0840
 SO0840                         *CURRENT SURVEY CONTROL
 SO0840  ___________________________________________________________________
 SO0840* NAD 83(1996)-  47 14 16.75417(N)    103 30 09.45743(W)     ADJUSTED  
 SO0840* NAVD 88     -       787.0    (meters)    2582.     (feet)  GPS OBS   
 SO0840  ___________________________________________________________________
 SO0840  X           -  -1,013,071.589 (meters)                     COMP
 SO0840  Y           -  -4,218,894.670 (meters)                     COMP
 SO0840  Z           -   4,660,334.116 (meters)                     COMP
 SO0840  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 SO0840  ELLIP HEIGHT-         770.10  (meters)          (04/07/03) GPS OBS
 SO0840  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 SO0840
 SO0840  HORZ ORDER  -  A
 SO0840  ELLP ORDER  -  THIRD     CLASS II
 SO0840
 SO0840.The horizontal coordinates were established by GPS observations
 SO0840.and adjusted by the National Geodetic Survey in April 2003..
 SO0840
 SO0840.The orthometric height was determined by GPS observations and a
 SO0840.high-resolution geoid model.
 SO0840
 SO0840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SO0840
 SO0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0840
 SO0840.The ellipsoidal height was determined by GPS observations
 SO0840.and is referenced to NAD 83.
 SO0840
 SO0840.The geoid height was determined by GEOID03.
 SO0840
 SO0840;                    North         East     Units Scale Factor Converg.
 SO0840;SPC ND S     -   179,010.741   372,712.525   MT  0.99996061   -2 11 24.2
 SO0840;SPC ND S     -   587,305.58  1,222,810.12   iFT  0.99996061   -2 11 24.2
 SO0840;UTM  13      - 5,232,698.694   613,331.180   MT  0.99975785   +1 05 58.0
 SO0840
 SO0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0840!SPC ND S     -   0.99987930  x   0.99996061  =   0.99983992
 SO0840!UTM  13      -   0.99987930  x   0.99975785  =   0.99963718
 SO0840
 SO0840:                Primary Azimuth Mark                     Grid Az
 SO0840:SPC ND S     -  CENTER MICROWAVE TOWER                   214 58 08.1
 SO0840:UTM  13      -  CENTER MICROWAVE TOWER                   211 40 45.9
 SO0840
 SO0840|---------------------------------------------------------------------|
 SO0840| PID    Reference Object                     Distance      Geod. Az  |
 SO0840|                                                           dddmmss.s |
 SO0840| CQ8051 CENTER MICROWAVE TOWER                             2124643.9 |
 SO0840|---------------------------------------------------------------------|
 SO0840
 SO0840                          SUPERSEDED SURVEY CONTROL
 SO0840
 SO0840  NAD 83(1996)-  47 14 16.76465(N)    103 30 09.44712(W) AD(       ) 3
 SO0840  NAD 83(1986)-  47 14 16.76086(N)    103 30 09.43822(W) AD(       ) 3
 SO0840  NAD 27      -  47 14 16.74467(N)    103 30 07.70624(W) AD(       ) 3
 SO0840  NGVD 29 (07/19/86)  786.5    (m)         2580.     (f) VERT ANG       
 SO0840
 SO0840.Superseded values are not recommended for survey control.
 SO0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0840.See file dsdata.txt to determine how the superseded data were derived.
 SO0840
 SO0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1333132699(NAD 83)
 SO0840_MARKER: DD = SURVEY DISK
 SO0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0840_STAMPING: ET6JS 1962
 SO0840_MARK LOGO: USGS  
 SO0840_PROJECTION: PROJECTING 15 CENTIMETERS
 SO0840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SO0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0840+STABILITY: SURFACE MOTION
 SO0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0840+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 SO0840
 SO0840  HISTORY     - Date     Condition        Report By
 SO0840  HISTORY     - 1962     MONUMENTED       USGS
 SO0840  HISTORY     - 20020619 GOOD             USDA
 SO0840
 SO0840                          STATION DESCRIPTION
 SO0840
 SO0840'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0840'GORHAM, ABOUT 9.0 MI W. AND 6.0 MI N. OF.  NEAR COR. SECS. 4, 5, 32
 SO0840'AND 33, T. 143 AND 144 N., R. 101 W., ON DRAINAGE DIVIDE BETWEEN
 SO0840'WHITETAIL AND BLACKTAIL CREEKS.  ON HIGHEST POINT OF HIGH GRASSY HILL.
 SO0840'200 FT NE. OF SHELL OIL CO. OIL WELL, 39 FT N. OF FENCE, IN CONCRETE
 SO0840'POST, STANDARD TABLET STAMPED---ET 6 JS 1962---CENTER OF
 SO0840'MICROWAVE TOWER AT TOP, ON SENTINEL BUTTE--S 32 DEG 47 MIN W.
 SO0840
 SO0840                          STATION RECOVERY (2002)
 SO0840
 SO0840'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2002 (CSM)
 SO0840'THE STATION IS LOCATED ABOUT 22 MILES NORTH OF MEDORA AND 13 MILES
 SO0840'WEST OF FAIRFIELD.
 SO0840'OWNERSHIP--USDA FOREST SERVICE, 161 21ST STREET, WEST DICKINSON, ND
 SO0840'58601
 SO0840' 
 SO0840'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94
 SO0840'AND U.S. HIGHWAY
 SO0840'85 (EXIT 42 AT BELFIELD) GO NORTH ON HIGHWAY 85 FOR 15.7 MILES TO THE
 SO0840'INTERSECTION OF
 SO0840'BLACKTAIL ROAD.  TURN LEFT AND GO WEST ON BALCKTAIL ROAD FOR 15.5
 SO0840'MILES TO THE JUNCTION
 SO0840'OF ROAD 719-A.  GO NORTHWEST ON ROAD 719-A FOR 2.5 MILES TO THE
 SO0840'INTERSECTION OF ROAD
 SO0840'719-A2.  TURN RIGHT AND GO EAST ON ROAD 719-A2 FOR 1.25 MILES TO THE
 SO0840'INTERSECTION OF 719-A4
 SO0840'AND ELKHORN SUBSTATION ON THE EAST SIDE.  CONTINUE EAST ALONG AN
 SO0840'EAST-WEST FENCELINE
 SO0840'FOR 0.13 MILE TO THE STATION.
 SO0840' 
 SO0840'THE STATION IS 598.0 FEET EAST OF THE CENTER OF A CATTLEGUARD AT THE
 SO0840'INTERSECTION OF
 SO0840'ROADS 719-A2 AND 719-A4,  173.8 FEET NORTH OF THE CENTERLINE OF ROAD
 SO0840'719-A2, 38.8 FEET NORTH
 SO0840'OF THE EAST-WEST BARBED-WIRE FENCE AND ON THE EAST SIDE OF A 5 FOOT
 SO0840'METAL WITNESS POST.
 SO0840' 
 SO0840'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0855 ***********************************************************************
 RR0855  DESIGNATION -  ET 6 WDM
 RR0855  PID         -  RR0855
 RR0855  STATE/COUNTY-  ND/BURLEIGH
 RR0855  USGS QUAD   -  SUGARLOAF BUTTE (1976)
 RR0855
 RR0855                         *CURRENT SURVEY CONTROL
 RR0855  ___________________________________________________________________
 RR0855* NAD 83(1996)-  46 38 16.58433(N)    100 37 39.04699(W)     ADJUSTED  
 RR0855* NAVD 88     -       493.5    (meters)    1619.     (feet)  VERTCON   
 RR0855  ___________________________________________________________________
 RR0855  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 RR0855  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0855
 RR0855  HORZ ORDER  -  THIRD
 RR0855
 RR0855.The horizontal coordinates were established by classical geodetic methods
 RR0855.and adjusted by the National Geodetic Survey in January 1998..
 RR0855
 RR0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0855
 RR0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0855
 RR0855.The geoid height was determined by GEOID03.
 RR0855
 RR0855;                    North         East     Units Scale Factor Converg.
 RR0855;SPC ND S     -   107,971.081   590,237.123   MT  0.99994172   -0 05 34.8
 RR0855;SPC ND S     -   354,235.83  1,936,473.50   iFT  0.99994172   -0 05 34.8
 RR0855;UTM  14      - 5,166,217.387   375,434.965   MT  0.99979072   -1 11 00.2
 RR0855
 RR0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0855!SPC ND S     -   0.99992602  x   0.99994172  =   0.99986775
 RR0855!UTM  14      -   0.99992602  x   0.99979072  =   0.99971676
 RR0855
 RR0855                          SUPERSEDED SURVEY CONTROL
 RR0855
 RR0855  NAD 83(1986)-  46 38 16.57594(N)    100 37 39.03337(W) AD(       ) 3
 RR0855  NAD 27      -  46 38 16.59857(N)    100 37 37.59492(W) AD(       ) 3
 RR0855  NGVD 29 (07/19/86)  493.1    (m)         1618.     (f) VERT ANG       
 RR0855
 RR0855.Superseded values are not recommended for survey control.
 RR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0855.See file dsdata.txt to determine how the superseded data were derived.
 RR0855
 RR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7543566217(NAD 83)
 RR0855_MARKER: DH = HORIZONTAL CONTROL DISK
 RR0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0855_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0855+STABILITY: SURFACE MOTION
 RR0855
 RR0855  HISTORY     - Date     Condition        Report By
 RR0855  HISTORY     - 1960     MONUMENTED       USGS
 RR0855
 RR0855                          STATION DESCRIPTION
 RR0855
 RR0855'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RR0855'BISMARCK, 12.0 MI S. AND 6.0 MI E. OF.  0.2 MI N. OF COR. SECS. 34 AND
 RR0855'35, T. 137 N., R. 79 W., 21 FT E. OF CENTER OF N. - S. GRAVEL RD., AT
 RR0855'S. EDGE OF GROUP OF FOUR ELM TREES, 46 FT N. OF LONE ELM, AT W. EDGE
 RR0855'OF OPEN FIELD, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 6 WDM
 RR0855'1960---TOP OF N. ONE OF TWO POWER POLES ON RIDGE ABOUT 3.0
 RR0855'MI DISTANT--S 42 DEG 31 MIN W.  NAIL IN TRUNK OF ELM TREE ABOUT
 RR0855'46 FT DISTANT--S 01 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1928 ***********************************************************************
 TE1928  DESIGNATION -  ET 7 DM
 TE1928  PID         -  TE1928
 TE1928  STATE/COUNTY-  ND/TOWNER
 TE1928  USGS QUAD   -  SNYDER LAKE (1962)
 TE1928
 TE1928                         *CURRENT SURVEY CONTROL
 TE1928  ___________________________________________________________________
 TE1928* NAD 83(1996)-  48 44 53.53322(N)    099 07 54.60612(W)     ADJUSTED  
 TE1928* NAVD 88     -       472.6    (meters)    1551.     (feet)  VERTCON   
 TE1928  ___________________________________________________________________
 TE1928  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 TE1928  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 TE1928
 TE1928  HORZ ORDER  -  THIRD
 TE1928  VERT ORDER  -  THIRD ? (See Below)
 TE1928
 TE1928.The horizontal coordinates were established by classical geodetic methods
 TE1928.and adjusted by the National Geodetic Survey in January 1998..
 TE1928
 TE1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1928.The vertical order pertains to the NGVD 29 superseded value.
 TE1928
 TE1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1928
 TE1928.The geoid height was determined by GEOID03.
 TE1928
 TE1928;                    North         East     Units Scale Factor Converg.
 TE1928;SPC ND N     -   195,269.256   700,609.760   MT  1.00000298   +1 01 05.2
 TE1928;SPC ND N     -   640,647.17  2,298,588.45   iFT  1.00000298   +1 01 05.2
 TE1928;UTM  14      - 5,399,473.775   490,308.740   MT  0.99960115   -0 05 56.8
 TE1928
 TE1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1928!SPC ND N     -   0.99992958  x   1.00000298  =   0.99993256
 TE1928!UTM  14      -   0.99992958  x   0.99960115  =   0.99953076
 TE1928
 TE1928:                Primary Azimuth Mark                     Grid Az
 TE1928:SPC ND N     -  CUPOLA ON BARN N                         000 14 05.7
 TE1928:UTM  14      -  CUPOLA ON BARN N                         001 21 07.7
 TE1928
 TE1928|---------------------------------------------------------------------|
 TE1928| PID    Reference Object                     Distance      Geod. Az  |
 TE1928|                                                           dddmmss.s |
 TE1928| CO7502 CUPOLA ON BARN N                                   0011510.9 |
 TE1928| CO7623 VENT ON ELEV IN ROCK LAKE                          3003122.4 |
 TE1928|---------------------------------------------------------------------|
 TE1928
 TE1928                          SUPERSEDED SURVEY CONTROL
 TE1928
 TE1928  NAD 83(1986)-  48 44 53.53433(N)    099 07 54.59259(W) AD(       ) 3
 TE1928  NAD 27      -  48 44 53.50322(N)    099 07 53.07908(W) AD(       ) 3
 TE1928  NGVD 29 (07/19/86)  472.2    (m)         1549.     (f) LEVELING    3  
 TE1928
 TE1928.Superseded values are not recommended for survey control.
 TE1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1928.See file dsdata.txt to determine how the superseded data were derived.
 TE1928
 TE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9030999474(NAD 83)
 TE1928_MARKER: DE = TRAVERSE STATION DISK
 TE1928_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE1928
 TE1928  HISTORY     - Date     Condition        Report By
 TE1928  HISTORY     - 1959     MONUMENTED       USGS
 TE1928
 TE1928                          STATION DESCRIPTION
 TE1928
 TE1928'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TE1928'ROCK LAKE, 3.0 MI S. AND 5.1 MI E. OF, T. 16 N., RS. 65 AND 66 W.,
 TE1928'NEAR COR. SECS. 19, 24, 25 AND 30, 405 FT N. AND 59 FT E. OF CENTER OF
 TE1928'CROSSROADS, ON TOP OF A SMALL KNOLL.  A STANDARD TABLET SET IN A
 TE1928'CONCRETE POST AND STAMPED---ET 7 DM 1959.
 TE1928'CUPOLA ON BARN 0.5 MI DISTANT--N 01 DEG 16 MIN E.  VENT ON TALLEST
 TE1928'ELEVATOR IN ROCK LAKE--N 59 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0826 ***********************************************************************
 SO0826  DESIGNATION -  ET 7 EV
 SO0826  PID         -  SO0826
 SO0826  STATE/COUNTY-  ND/BILLINGS
 SO0826  USGS QUAD   -  GORHAM SE (1963)
 SO0826
 SO0826                         *CURRENT SURVEY CONTROL
 SO0826  ___________________________________________________________________
 SO0826* NAD 83(1996)-  47 07 29.31133(N)    103 22 15.89972(W)     ADJUSTED  
 SO0826* NAVD 88     -       843.47   (+/-2cm)    2767.3    (feet)  VERTCON   
 SO0826  ___________________________________________________________________
 SO0826  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 SO0826  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 SO0826
 SO0826  HORZ ORDER  -  THIRD
 SO0826  VERT ORDER  -  THIRD ? (See Below)
 SO0826
 SO0826.The horizontal coordinates were established by classical geodetic methods
 SO0826.and adjusted by the National Geodetic Survey in January 1998..
 SO0826
 SO0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0826.The vertical order pertains to the NGVD 29 superseded value.
 SO0826
 SO0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0826
 SO0826.The geoid height was determined by GEOID03.
 SO0826
 SO0826;                    North         East     Units Scale Factor Converg.
 SO0826;SPC ND S     -   166,064.887   382,205.596   MT  0.99994866   -2 05 38.8
 SO0826;SPC ND S     -   544,832.31  1,253,955.37   iFT  0.99994866   -2 05 38.8
 SO0826;UTM  13      - 5,220,321.016   623,549.446   MT  0.99978760   +1 11 38.0
 SO0826
 SO0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0826!SPC ND S     -   0.99987045  x   0.99994866  =   0.99981911
 SO0826!UTM  13      -   0.99987045  x   0.99978760  =   0.99965808
 SO0826
 SO0826:                Primary Azimuth Mark                     Grid Az
 SO0826:SPC ND S     -  FLAG POLE ON SCH BELFRY                  124 22 28.2
 SO0826:UTM  13      -  FLAG POLE ON SCH BELFRY                  121 05 11.4
 SO0826
 SO0826|---------------------------------------------------------------------|
 SO0826| PID    Reference Object                     Distance      Geod. Az  |
 SO0826|                                                           dddmmss.s |
 SO0826| CQ8387 FLAG POLE ON SCH BELFRY                            1221649.4 |
 SO0826|---------------------------------------------------------------------|
 SO0826
 SO0826                          SUPERSEDED SURVEY CONTROL
 SO0826
 SO0826  NAD 83(1986)-  47 07 29.30728(N)    103 22 15.89165(W) AD(       ) 3
 SO0826  NAD 27      -  47 07 29.27302(N)    103 22 14.21193(W) AD(       ) 3
 SO0826  NGVD 29 (07/19/86)  842.90   (m)         2765.4    (f) LEVELING    3  
 SO0826
 SO0826.Superseded values are not recommended for survey control.
 SO0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0826.See file dsdata.txt to determine how the superseded data were derived.
 SO0826
 SO0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN2354920321(NAD 83)
 SO0826_MARKER: DE = TRAVERSE STATION DISK
 SO0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0826
 SO0826  HISTORY     - Date     Condition        Report By
 SO0826  HISTORY     - 1962     MONUMENTED       USGS
 SO0826
 SO0826                          STATION DESCRIPTION
 SO0826
 SO0826'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0826'GORHAM, 1.7 MI S. AND 3.0 MI W. OF.  68 FT E.E OF COR. OF FENCES
 SO0826'N. - E., AND APPROX. COR. SECS. 8, 9, 16 AND 17, T. 142 N., R. 100 W.,
 SO0826'454 FT W. OF TRAIL RD. AT GATE IN E. - W. FENCE.  421 FT W. OF T FENCE
 SO0826'S., 1.5 FT S. OF E. - W. FENCE, IN CONCRETE POST.  STANDARD TABLET
 SO0826'STAMPED---ET 7 EV 1962 2765---FLAG POLE ON SCHOOL BELFRY
 SO0826'ABOUT 3.5 MI DISTANT--S 57 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0717 ***********************************************************************
 RQ0717  DESIGNATION -  ET 7 GLD
 RQ0717  PID         -  RQ0717
 RQ0717  STATE/COUNTY-  ND/STUTSMAN
 RQ0717  USGS QUAD   -  JUD NW (1952)
 RQ0717
 RQ0717                         *CURRENT SURVEY CONTROL
 RQ0717  ___________________________________________________________________
 RQ0717* NAD 83(1996)-  46 43 55.58274(N)    099 00 00.21005(W)     ADJUSTED  
 RQ0717* NAVD 88     -       536.     (meters)    1759.     (feet)  VERTCON   
 RQ0717  ___________________________________________________________________
 RQ0717  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 RQ0717  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 RQ0717
 RQ0717  HORZ ORDER  -  THIRD
 RQ0717
 RQ0717.The horizontal coordinates were established by classical geodetic methods
 RQ0717.and adjusted by the National Geodetic Survey in January 1998..
 RQ0717
 RQ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0717
 RQ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0717
 RQ0717.The geoid height was determined by GEOID03.
 RQ0717
 RQ0717;                    North         East     Units Scale Factor Converg.
 RQ0717;SPC ND S     -   119,524.956   714,634.371   MT  0.99993745   +1 05 38.5
 RQ0717;SPC ND S     -   392,142.24  2,344,600.95   iFT  0.99993745   +1 05 38.5
 RQ0717;UTM  14      - 5,175,394.756   499,995.542   MT  0.99960000   -0 00 00.2
 RQ0717
 RQ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0717!SPC ND S     -   0.99991965  x   0.99993745  =   0.99985710
 RQ0717!UTM  14      -   0.99991965  x   0.99960000  =   0.99951968
 RQ0717
 RQ0717:                Primary Azimuth Mark                     Grid Az
 RQ0717:SPC ND S     -  CENTER ROD GRAIN ELEVR 2 MI W            266 57 32.4
 RQ0717:UTM  14      -  CENTER ROD GRAIN ELEVR 2 MI W            268 03 11.1
 RQ0717
 RQ0717|---------------------------------------------------------------------|
 RQ0717| PID    Reference Object                     Distance      Geod. Az  |
 RQ0717|                                                           dddmmss.s |
 RQ0717| CO5367 CENTER ROD GRAIN ELEVR 2 MI W                      2680310.9 |
 RQ0717|---------------------------------------------------------------------|
 RQ0717
 RQ0717                          SUPERSEDED SURVEY CONTROL
 RQ0717
 RQ0717  NAD 83(1986)-  46 43 55.58607(N)    099 00 00.19859(W) AD(       ) 3
 RQ0717  NAD 27      -  46 43 55.66255(N)    098 59 58.80356(W) AD(       ) 3
 RQ0717  NGVD 29 (07/19/86)  536.     (m)         1759.     (f) VERT ANG       
 RQ0717
 RQ0717.Superseded values are not recommended for survey control.
 RQ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0717.See file dsdata.txt to determine how the superseded data were derived.
 RQ0717
 RQ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS9999675395(NAD 83)
 RQ0717_MARKER: DD = SURVEY DISK
 RQ0717_SETTING: 0 = UNSPECIFIED SETTING
 RQ0717
 RQ0717  HISTORY     - Date     Condition        Report By
 RQ0717  HISTORY     - 1975     MONUMENTED       USGS
 RQ0717
 RQ0717                          STATION DESCRIPTION
 RQ0717
 RQ0717'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0717'GACKLE, 7 MI. N. AND 6.85 MI. E. OF, NEAR THE W/16 COR. BETWEEN SECS.
 RQ0717'27 AND 34,T.138 N.,R.66 W., 64 FT. S. AND 21 FT. E. OF RD. AT FLD.
 RQ0717'ENTR. S., 2.5 FT. N. AND 4.2 FT W. OF TELEPHONE POLE, 2.5 FT. N. OF
 RQ0717'METAL WITNESS POST. STANDARD TABLET ON 10 FT. COPPER WELD ROD
 RQ0717'CENTERED IN 6-IN. DRAIN TILE AND FILLED WITH GRAVEL AND STAMPED ET 7
 RQ0717'GLD 1975.  CENTER LIGHTING ROD OF THREE ON GRAIN ELEVATOR
 RQ0717'ON WILLIAMS FARM APPROX. 2.35 MI. DISTANT-S 88 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0837 ***********************************************************************
 SO0837  DESIGNATION -  ET 7 JS
 SO0837  PID         -  SO0837
 SO0837  STATE/COUNTY-  ND/BILLINGS
 SO0837  USGS QUAD   -  GORHAM NW (1963)
 SO0837
 SO0837                         *CURRENT SURVEY CONTROL
 SO0837  ___________________________________________________________________
 SO0837* NAD 83(1996)-  47 11 22.71378(N)    103 29 07.97855(W)     ADJUSTED  
 SO0837* NAVD 88     -       845.9    (meters)    2775.     (feet)  VERTCON   
 SO0837  ___________________________________________________________________
 SO0837  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 SO0837  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 SO0837
 SO0837  HORZ ORDER  -  THIRD
 SO0837
 SO0837.The horizontal coordinates were established by classical geodetic methods
 SO0837.and adjusted by the National Geodetic Survey in January 1998..
 SO0837
 SO0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0837
 SO0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0837
 SO0837.The geoid height was determined by GEOID03.
 SO0837
 SO0837;                    North         East     Units Scale Factor Converg.
 SO0837;SPC ND S     -   173,590.872   373,800.384   MT  0.99995503   -2 10 39.4
 SO0837;SPC ND S     -   569,523.86  1,226,379.21   iFT  0.99995503   -2 10 39.4
 SO0837;UTM  13      - 5,227,351.227   614,727.934   MT  0.99976177   +1 06 40.1
 SO0837
 SO0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0837!SPC ND S     -   0.99987007  x   0.99995503  =   0.99982511
 SO0837!UTM  13      -   0.99987007  x   0.99976177  =   0.99963187
 SO0837
 SO0837:                Primary Azimuth Mark                     Grid Az
 SO0837:SPC ND S     -  GAGE OVER OIL WELL                       348 01 49.5
 SO0837:UTM  13      -  GAGE OVER OIL WELL                       344 44 30.0
 SO0837
 SO0837|---------------------------------------------------------------------|
 SO0837| PID    Reference Object                     Distance      Geod. Az  |
 SO0837|                                                           dddmmss.s |
 SO0837| CQ7646 GAGE OVER OIL WELL                                 3455110.1 |
 SO0837|---------------------------------------------------------------------|
 SO0837
 SO0837                          SUPERSEDED SURVEY CONTROL
 SO0837
 SO0837  NAD 83(1986)-  47 11 22.71000(N)    103 29 07.96991(W) AD(       ) 3
 SO0837  NAD 27      -  47 11 22.69170(N)    103 29 06.25499(W) AD(       ) 3
 SO0837  NGVD 29 (07/19/86)  845.3    (m)         2773.     (f) VERT ANG       
 SO0837
 SO0837.Superseded values are not recommended for survey control.
 SO0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0837.See file dsdata.txt to determine how the superseded data were derived.
 SO0837
 SO0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1472827351(NAD 83)
 SO0837_MARKER: DE = TRAVERSE STATION DISK
 SO0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0837
 SO0837  HISTORY     - Date     Condition        Report By
 SO0837  HISTORY     - 1962     MONUMENTED       USGS
 SO0837
 SO0837                          STATION DESCRIPTION
 SO0837
 SO0837'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0837'GORHAM, ABOUT 8.5 MI W. AND 2.5 MI N. OF.  NEAR CENTER OF SEC. 21,
 SO0837'T. 143 N., R. 101 W.  ON LOW PEAK AT S. EDGE OF LONG FLAT RIDGE,
 SO0837'RUNNING E. - W., ABOUT 200 FT S. OF E. - W. TRAIL.  ON HIGHEST POINT
 SO0837'OF HILL, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 7 JS 1962---.
 SO0837'V. A. ELEV. 2773.2.  SHELL OIL CO. OIL WELL PRESSURE GATE
 SO0837'CENTERED OVER OIL WELL ABOUT 3.0 MI DISTANT--N 14 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0745 ***********************************************************************
 RQ0745  DESIGNATION -  ET 8 GLD
 RQ0745  PID         -  RQ0745
 RQ0745  STATE/COUNTY-  ND/MCINTOSH
 RQ0745  USGS QUAD   -  LEHR (1982)
 RQ0745
 RQ0745                         *CURRENT SURVEY CONTROL
 RQ0745  ___________________________________________________________________
 RQ0745* NAD 83(1996)-  46 16 44.56694(N)    099 16 27.90756(W)     ADJUSTED  
 RQ0745* NAVD 88     -       643.6    (meters)    2112.     (feet)  VERTCON   
 RQ0745  ___________________________________________________________________
 RQ0745  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 RQ0745  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 RQ0745
 RQ0745  HORZ ORDER  -  THIRD
 RQ0745
 RQ0745.The horizontal coordinates were established by classical geodetic methods
 RQ0745.and adjusted by the National Geodetic Survey in January 1998..
 RQ0745
 RQ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0745
 RQ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0745
 RQ0745.The geoid height was determined by GEOID03.
 RQ0745
 RQ0745;                    North         East     Units Scale Factor Converg.
 RQ0745;SPC ND S     -    68,806.912   694,453.706   MT  0.99998256   +0 53 38.1
 RQ0745;SPC ND S     -   225,744.46  2,278,391.42   iFT  0.99998256   +0 53 38.1
 RQ0745;UTM  14      - 5,125,088.809   478,858.194   MT  0.99960549   -0 11 54.0
 RQ0745
 RQ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0745!SPC ND S     -   0.99990276  x   0.99998256  =   0.99988532
 RQ0745!UTM  14      -   0.99990276  x   0.99960549  =   0.99950829
 RQ0745
 RQ0745:                Primary Azimuth Mark                     Grid Az
 RQ0745:SPC ND S     -  LEHR MWT                                 272 12 22.7
 RQ0745:UTM  14      -  LEHR MWT                                 273 17 54.8
 RQ0745
 RQ0745|---------------------------------------------------------------------|
 RQ0745| PID    Reference Object                     Distance      Geod. Az  |
 RQ0745|                                                           dddmmss.s |
 RQ0745| CO5840 LEHR MWT                                           2730600.8 |
 RQ0745|---------------------------------------------------------------------|
 RQ0745
 RQ0745                          SUPERSEDED SURVEY CONTROL
 RQ0745
 RQ0745  NAD 83(1986)-  46 16 44.56861(N)    099 16 27.90327(W) AD(       ) 3
 RQ0745  NAD 27      -  46 16 44.67612(N)    099 16 26.52205(W) AD(       ) 3
 RQ0745  NGVD 29 (07/19/86)  643.2    (m)         2110.     (f) VERT ANG       
 RQ0745
 RQ0745.Superseded values are not recommended for survey control.
 RQ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0745.See file dsdata.txt to determine how the superseded data were derived.
 RQ0745
 RQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS7885825089(NAD 83)
 RQ0745_MARKER: DD = SURVEY DISK
 RQ0745_SETTING: 0 = UNSPECIFIED SETTING
 RQ0745
 RQ0745  HISTORY     - Date     Condition        Report By
 RQ0745  HISTORY     - 1975     MONUMENTED       USGS
 RQ0745
 RQ0745                          STATION DESCRIPTION
 RQ0745
 RQ0745'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0745'LEHR,3., MI. E. OF, NEAR THE 1/4 COR. BETWEEN SECS. 1 AND 2, T.132
 RQ0745'N., R.69 W., 0.25 MI. S. OF HWY. 13, 52 FT. E. OF CENTER OF GRAVEL
 RQ0745'RD., 2 FT. W. OF FE. AND WITNESS SIGN, ON CREST OF HILL. STANDARD
 RQ0745'TABLET ON COPPER WELD ROD CENTERED IN 6-IN. DRAIN TILE FILLED WITH
 RQ0745'GRAVEL AND STAMPED ET 8 GLD 1975.  LEHR MWT-N 86 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0834 ***********************************************************************
 SO0834  DESIGNATION -  ET 8 JS
 SO0834  PID         -  SO0834
 SO0834  STATE/COUNTY-  ND/BILLINGS
 SO0834  USGS QUAD   -  GORHAM NW (1963)
 SO0834
 SO0834                         *CURRENT SURVEY CONTROL
 SO0834  ___________________________________________________________________
 SO0834* NAD 83(1996)-  47 11 04.10607(N)    103 25 34.45349(W)     ADJUSTED  
 SO0834* NAVD 88     -       816.0    (meters)    2677.     (feet)  VERTCON   
 SO0834  ___________________________________________________________________
 SO0834  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 SO0834  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 SO0834
 SO0834  HORZ ORDER  -  THIRD
 SO0834
 SO0834.The horizontal coordinates were established by classical geodetic methods
 SO0834.and adjusted by the National Geodetic Survey in January 1998..
 SO0834
 SO0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0834
 SO0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0834
 SO0834.The geoid height was determined by GEOID03.
 SO0834
 SO0834;                    North         East     Units Scale Factor Converg.
 SO0834;SPC ND S     -   172,847.559   378,270.686   MT  0.99995447   -2 08 03.6
 SO0834;SPC ND S     -   567,085.17  1,241,045.56   iFT  0.99995447   -2 08 03.6
 SO0834;UTM  13      - 5,226,865.687   619,232.676   MT  0.99977472   +1 09 16.4
 SO0834
 SO0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0834!SPC ND S     -   0.99987476  x   0.99995447  =   0.99982924
 SO0834!UTM  13      -   0.99987476  x   0.99977472  =   0.99964951
 SO0834
 SO0834:                Primary Azimuth Mark                     Grid Az
 SO0834:SPC ND S     -  WEST GABLE OF HOUSE                      110 17 29.1
 SO0834:UTM  13      -  WEST GABLE OF HOUSE                      107 00 09.1
 SO0834
 SO0834|---------------------------------------------------------------------|
 SO0834| PID    Reference Object                     Distance      Geod. Az  |
 SO0834|                                                           dddmmss.s |
 SO0834| CQ8978 WEST GABLE OF HOUSE                                1080925.5 |
 SO0834|---------------------------------------------------------------------|
 SO0834
 SO0834                          SUPERSEDED SURVEY CONTROL
 SO0834
 SO0834  NAD 83(1986)-  47 11 04.10217(N)    103 25 34.44499(W) AD(       ) 3
 SO0834  NAD 27      -  47 11 04.07564(N)    103 25 32.73926(W) AD(       ) 3
 SO0834  NGVD 29 (07/19/86)  815.4    (m)         2675.     (f) VERT ANG       
 SO0834
 SO0834.Superseded values are not recommended for survey control.
 SO0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0834.See file dsdata.txt to determine how the superseded data were derived.
 SO0834
 SO0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1923326866(NAD 83)
 SO0834_MARKER: DE = TRAVERSE STATION DISK
 SO0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0834+STABILITY: SURFACE MOTION
 SO0834
 SO0834  HISTORY     - Date     Condition        Report By
 SO0834  HISTORY     - 1962     MONUMENTED       USGS
 SO0834
 SO0834                          STATION DESCRIPTION
 SO0834
 SO0834'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0834'GORHAM, ABOUT 5.5 MI W. AND 2.0 MI N. OF.  IN S. 1/2 SEC. 24, T. 143
 SO0834'N., R. 101 W., ABOUT 100 YARDS W. OF A MAIN TRAVELED GRADED RD., ON
 SO0834'LOW FLAT TOPPED BUTTE, N. ONE OF SEVERAL ALONG RD., AT E. END AND ON
 SO0834'HIGHEST POINT, IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 8 JS
 SO0834'1962---V. A. ELEV. 2675.1  W. GABLE OF LONE HOUSE ON RIDGE
 SO0834'ABOUT 4.0 MI DISTANT--S 71 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1164 ***********************************************************************
 TD1164  DESIGNATION -  ET 9 DM
 TD1164  PID         -  TD1164
 TD1164  STATE/COUNTY-  ND/WALSH
 TD1164  USGS QUAD   -  OAKWOOD (1960)
 TD1164
 TD1164                         *CURRENT SURVEY CONTROL
 TD1164  ___________________________________________________________________
 TD1164* NAD 83(1996)-  48 23 01.13324(N)    097 15 18.90441(W)     ADJUSTED  
 TD1164* NAVD 88     -       246.0    (meters)     807.     (feet)  VERTCON   
 TD1164  ___________________________________________________________________
 TD1164  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TD1164  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 TD1164
 TD1164  HORZ ORDER  -  THIRD
 TD1164  VERT ORDER  -  THIRD ? (See Below)
 TD1164
 TD1164.The horizontal coordinates were established by classical geodetic methods
 TD1164.and adjusted by the National Geodetic Survey in January 1998..
 TD1164
 TD1164.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1164.The vertical order pertains to the NGVD 29 superseded value.
 TD1164
 TD1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1164
 TD1164.The geoid height was determined by GEOID03.
 TD1164
 TD1164;                    North         East     Units Scale Factor Converg.
 TD1164;SPC ND N     -   158,900.526   840,256.508   MT  0.99994944   +2 24 52.3
 TD1164;SPC ND N     -   521,327.19  2,756,747.07   iFT  0.99994944   +2 24 52.3
 TD1164;UTM  14      - 5,360,413.216   629,180.188   MT  0.99980503   +1 18 16.4
 TD1164
 TD1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1164!SPC ND N     -   0.99996565  x   0.99994944  =   0.99991510
 TD1164!UTM  14      -   0.99996565  x   0.99980503  =   0.99977069
 TD1164
 TD1164:                Primary Azimuth Mark                     Grid Az
 TD1164:SPC ND N     -  STA 61                                   265 46 40.0
 TD1164:UTM  14      -  STA 61                                   266 53 15.9
 TD1164
 TD1164|---------------------------------------------------------------------|
 TD1164| PID    Reference Object                     Distance      Geod. Az  |
 TD1164|                                                           dddmmss.s |
 TD1164| TD1166 STA 61                              APPROX. 1.7 KM 2681132.3 |
 TD1164|---------------------------------------------------------------------|
 TD1164
 TD1164                          SUPERSEDED SURVEY CONTROL
 TD1164
 TD1164  NAD 83(1986)-  48 23 01.13050(N)    097 15 18.89309(W) AD(       ) 3
 TD1164  NAD 27      -  48 23 01.19177(N)    097 15 17.58954(W) AD(       ) 3
 TD1164  NGVD 29 (07/19/86)  245.6    (m)          806.     (f) LEVELING    3  
 TD1164
 TD1164.Superseded values are not recommended for survey control.
 TD1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1164.See file dsdata.txt to determine how the superseded data were derived.
 TD1164
 TD1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2918060413(NAD 83)
 TD1164_MARKER: DE = TRAVERSE STATION DISK
 TD1164_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TD1164_STAMPING: ET 9 DM 1959
 TD1164_MARK LOGO: USGS  
 TD1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1164
 TD1164  HISTORY     - Date     Condition        Report By
 TD1164  HISTORY     - 1959     MONUMENTED       USGS
 TD1164
 TD1164                          STATION DESCRIPTION
 TD1164
 TD1164'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 TD1164'GRAFTON, 2.5 MI S. AND 7.0 MI E. OF, 228 FT N. AND 40 FT E. OF
 TD1164'CROSSROADS, NEAR THE COR. SECS. 29, 30, 31 AND 32, T. 157 N., R. 51
 TD1164'W., NEAR NW. COR. OF SCHOOLYARD, IN A CONCRETE POST.  A STANDARD
 TD1164'TABLET STAMPED---ET 9 DM 1959---.  CHURCH SPIRE NW.--
 TD1164'N 31 DEG 15 MIN W.  M. W. T. IN GRAFTON--N 70 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0821 ***********************************************************************
 SO0821  DESIGNATION -  ET 9 EV
 SO0821  PID         -  SO0821
 SO0821  STATE/COUNTY-  ND/BILLINGS
 SO0821  USGS QUAD   -  GORHAM (1963)
 SO0821
 SO0821                         *CURRENT SURVEY CONTROL
 SO0821  ___________________________________________________________________
 SO0821* NAD 83(1996)-  47 10 46.66989(N)    103 21 39.15827(W)     ADJUSTED  
 SO0821* NAVD 88     -       828.53   (+/-2cm)    2718.3    (feet)  VERTCON   
 SO0821  ___________________________________________________________________
 SO0821  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 SO0821  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 SO0821
 SO0821  HORZ ORDER  -  THIRD
 SO0821  VERT ORDER  -  THIRD ? (See Below)
 SO0821
 SO0821.The horizontal coordinates were established by classical geodetic methods
 SO0821.and adjusted by the National Geodetic Survey in January 1998..
 SO0821
 SO0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0821.The vertical order pertains to the NGVD 29 superseded value.
 SO0821
 SO0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0821
 SO0821.The geoid height was determined by GEOID03.
 SO0821
 SO0821;                    North         East     Units Scale Factor Converg.
 SO0821;SPC ND S     -   172,127.053   383,201.363   MT  0.99995396   -2 05 12.0
 SO0821;SPC ND S     -   564,721.30  1,257,222.32   iFT  0.99995396   -2 05 12.0
 SO0821;UTM  13      - 5,226,429.328   624,195.714   MT  0.99978957   +1 12 08.7
 SO0821
 SO0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0821!SPC ND S     -   0.99987280  x   0.99995396  =   0.99982676
 SO0821!UTM  13      -   0.99987280  x   0.99978957  =   0.99966240
 SO0821
 SO0821:                Primary Azimuth Mark                     Grid Az
 SO0821:SPC ND S     -  WEST GABLE OF HOUSE                      132 47 09.6
 SO0821:UTM  13      -  WEST GABLE OF HOUSE                      129 29 48.9
 SO0821
 SO0821|---------------------------------------------------------------------|
 SO0821| PID    Reference Object                     Distance      Geod. Az  |
 SO0821|                                                           dddmmss.s |
 SO0821| CQ8978 WEST GABLE OF HOUSE                                1304157.6 |
 SO0821|---------------------------------------------------------------------|
 SO0821
 SO0821                          SUPERSEDED SURVEY CONTROL
 SO0821
 SO0821  NAD 83(1986)-  47 10 46.66583(N)    103 21 39.14981(W) AD(       ) 3
 SO0821  NAD 27      -  47 10 46.63021(N)    103 21 37.45408(W) AD(       ) 3
 SO0821  NGVD 29 (07/19/86)  827.96   (m)         2716.4    (f) LEVELING    3  
 SO0821
 SO0821.Superseded values are not recommended for survey control.
 SO0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0821.See file dsdata.txt to determine how the superseded data were derived.
 SO0821
 SO0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN2419626429(NAD 83)
 SO0821_MARKER: DE = TRAVERSE STATION DISK
 SO0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0821
 SO0821  HISTORY     - Date     Condition        Report By
 SO0821  HISTORY     - 1962     MONUMENTED       USGS
 SO0821
 SO0821                          STATION DESCRIPTION
 SO0821
 SO0821'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0821'GORHAM, 2.1 MI N. AND 2.5 MI W. OF.  1124 FT S. OF T - FENCE S. AND
 SO0821'APPROX. 1/4 COR. BETWEEN SECS. 21 AND 28, T. 143 N., R. 100 W., 2 FT
 SO0821'W. OF N. - S. FENCE LINE, IN CONCRETE POST.  STANDARD TABLET STAMPED-
 SO0821'--ET 9 EV 1962 2716---W. GABLE OF HOUSE ON RIDGE 2.0 MI
 SO0821'DISTANT--S 49 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0742 ***********************************************************************
 RQ0742  DESIGNATION -  ET 9 GLD
 RQ0742  PID         -  RQ0742
 RQ0742  STATE/COUNTY-  ND/LOGAN
 RQ0742  USGS QUAD   -  LEHR NE (1982)
 RQ0742
 RQ0742                         *CURRENT SURVEY CONTROL
 RQ0742  ___________________________________________________________________
 RQ0742* NAD 83(1996)-  46 24 30.77237(N)    099 16 02.05962(W)     ADJUSTED  
 RQ0742* NAVD 88     -       602.2    (meters)    1976.     (feet)  VERTCON   
 RQ0742  ___________________________________________________________________
 RQ0742  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RQ0742  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 RQ0742
 RQ0742  HORZ ORDER  -  THIRD
 RQ0742
 RQ0742.The horizontal coordinates were established by classical geodetic methods
 RQ0742.and adjusted by the National Geodetic Survey in January 1998..
 RQ0742
 RQ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0742
 RQ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0742
 RQ0742.The geoid height was determined by GEOID03.
 RQ0742
 RQ0742;                    North         East     Units Scale Factor Converg.
 RQ0742;SPC ND S     -    83,208.536   694,781.120   MT  0.99996335   +0 53 57.0
 RQ0742;SPC ND S     -   272,993.88  2,279,465.62   iFT  0.99996335   +0 53 57.0
 RQ0742;UTM  14      - 5,139,476.287   479,459.913   MT  0.99960519   -0 11 36.8
 RQ0742
 RQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0742!SPC ND S     -   0.99990926  x   0.99996335  =   0.99987261
 RQ0742!UTM  14      -   0.99990926  x   0.99960519  =   0.99951448
 RQ0742
 RQ0742:                Primary Azimuth Mark                     Grid Az
 RQ0742:SPC ND S     -  WINDMILL 0.6 MI SW                       225 54 33.3
 RQ0742:UTM  14      -  WINDMILL 0.6 MI SW                       227 00 07.1
 RQ0742
 RQ0742|---------------------------------------------------------------------|
 RQ0742| PID    Reference Object                     Distance      Geod. Az  |
 RQ0742|                                                           dddmmss.s |
 RQ0742| CO7203 WINDMILL 0.6 MI SW                                 2264830.3 |
 RQ0742| CO6049 S BARN CUPOLA 0.5 MI NW                            3162216.5 |
 RQ0742|---------------------------------------------------------------------|
 RQ0742
 RQ0742                          SUPERSEDED SURVEY CONTROL
 RQ0742
 RQ0742  NAD 83(1986)-  46 24 30.77386(N)    099 16 02.05326(W) AD(       ) 3
 RQ0742  NAD 27      -  46 24 30.88059(N)    099 16 00.67294(W) AD(       ) 3
 RQ0742  NGVD 29 (07/19/86)  601.8    (m)         1974.     (f) VERT ANG       
 RQ0742
 RQ0742.Superseded values are not recommended for survey control.
 RQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0742.See file dsdata.txt to determine how the superseded data were derived.
 RQ0742
 RQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS7946039476(NAD 83)
 RQ0742_MARKER: DD = SURVEY DISK
 RQ0742_SETTING: 0 = UNSPECIFIED SETTING
 RQ0742
 RQ0742  HISTORY     - Date     Condition        Report By
 RQ0742  HISTORY     - 1975     MONUMENTED       USGS
 RQ0742
 RQ0742                          STATION DESCRIPTION
 RQ0742
 RQ0742'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0742'LEHR,8.65 MI. N. AND 4 MI. E. OF, 0.1 MI. S. OF N/16 COR. BETWEEN
 RQ0742'SECS. 19 AND 20,T.134 N.,R.69 W., 53.5 FT. S. AND 47 FT. E. OF RD.
 RQ0742'AT FLD. ENTR. E., 33.7 FT. W. OF COR. OF CORRAL, 1.5 FT. W. OF POWER
 RQ0742'POLE AND WITNESS POST. STANDARD TABLET ON COPPER WELD ROD CENTERED IN
 RQ0742'6-IN. DRAIN TILE FILLED WITH GRAVEL AND STAMPED ET 9 GLD 1975.
 RQ0742'CENTER OF PUSH ROD ON WINDMILL APPROX. 0.6 MI. DISTANT -
 RQ0742'S 46 DEG 49 MIN W.  CUPOLA ON BARN APPROX. 0.5 MI. DISTANT -
 RQ0742'N 43 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0841 ***********************************************************************
 SO0841  DESIGNATION -  ET 9 JS
 SO0841  PID         -  SO0841
 SO0841  STATE/COUNTY-  ND/BILLINGS
 SO0841  USGS QUAD   -  WANNAGAN CREEK EAST (1970)
 SO0841
 SO0841                         *CURRENT SURVEY CONTROL
 SO0841  ___________________________________________________________________
 SO0841* NAD 83(1996)-  47 07 00.32754(N)    103 30 22.42283(W)     ADJUSTED  
 SO0841* NAVD 88     -       770.1    (meters)    2527.     (feet)  VERTCON   
 SO0841  ___________________________________________________________________
 SO0841  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 SO0841  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 SO0841
 SO0841  HORZ ORDER  -  THIRD
 SO0841
 SO0841.The horizontal coordinates were established by classical geodetic methods
 SO0841.and adjusted by the National Geodetic Survey in January 1998..
 SO0841
 SO0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0841
 SO0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0841
 SO0841.The geoid height was determined by GEOID03.
 SO0841
 SO0841;                    North         East     Units Scale Factor Converg.
 SO0841;SPC ND S     -   165,554.039   371,924.403   MT  0.99994795   -2 11 33.7
 SO0841;SPC ND S     -   543,156.30  1,220,224.42   iFT  0.99994795   -2 11 33.7
 SO0841;UTM  13      - 5,219,221.584   613,316.270   MT  0.99975781   +1 05 40.8
 SO0841
 SO0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0841!SPC ND S     -   0.99988193  x   0.99994795  =   0.99982989
 SO0841!UTM  13      -   0.99988193  x   0.99975781  =   0.99963977
 SO0841
 SO0841:                Primary Azimuth Mark                     Grid Az
 SO0841:SPC ND S     -  POWERLINE POLE                           071 32 10.9
 SO0841:UTM  13      -  POWERLINE POLE                           068 14 56.4
 SO0841
 SO0841|---------------------------------------------------------------------|
 SO0841| PID    Reference Object                     Distance      Geod. Az  |
 SO0841|                                                           dddmmss.s |
 SO0841| CQ8818 POWERLINE POLE                                     0692037.2 |
 SO0841|---------------------------------------------------------------------|
 SO0841
 SO0841                          SUPERSEDED SURVEY CONTROL
 SO0841
 SO0841  NAD 83(1986)-  47 07 00.32394(N)    103 30 22.41467(W) AD(       ) 3
 SO0841  NAD 27      -  47 07 00.30892(N)    103 30 20.71974(W) AD(       ) 3
 SO0841  NGVD 29 (07/19/86)  769.5    (m)         2525.     (f) VERT ANG       
 SO0841
 SO0841.Superseded values are not recommended for survey control.
 SO0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0841.See file dsdata.txt to determine how the superseded data were derived.
 SO0841
 SO0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN1331619222(NAD 83)
 SO0841_MARKER: DE = TRAVERSE STATION DISK
 SO0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0841
 SO0841  HISTORY     - Date     Condition        Report By
 SO0841  HISTORY     - 1962     MONUMENTED       USGS
 SO0841
 SO0841                          STATION DESCRIPTION
 SO0841
 SO0841'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 SO0841'MEDORA, 14.0 MI N. AND 1.0 MI E. OF.  ABOUT 2.5 MI E. OF LITTLE MO.
 SO0841'RIVER.  IN SEC. 17, T. 142 N., R. 101 W., ABOUT 0.25 MI S. OF AND
 SO0841'OVERLOOKING ASH COULEE.  ON HIGHEST POINT OF LOW RISE AT N. END OF
 SO0841'RIDGE, IN CONCRETE POST, STANDARD TABLET STAMPED---ET 9 JS 1962---V.A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2184 ***********************************************************************
 TF2184  DESIGNATION -  EUREKA
 TF2184  PID         -  TF2184
 TF2184  STATE/COUNTY-  ND/WARD
 TF2184  USGS QUAD   -  BURLINGTON SE (1979)
 TF2184
 TF2184                         *CURRENT SURVEY CONTROL
 TF2184  ___________________________________________________________________
 TF2184* NAD 83(1996)-  48 16 57.58171(N)    101 17 46.07124(W)     ADJUSTED  
 TF2184* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 TF2184  ___________________________________________________________________
 TF2184  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 TF2184  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF2184
 TF2184  HORZ ORDER  -  SECOND
 TF2184
 TF2184.The horizontal coordinates were established by classical geodetic methods
 TF2184.and adjusted by the National Geodetic Survey in January 1998..
 TF2184
 TF2184.The orthometric height was scaled from a topographic map.
 TF2184
 TF2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2184
 TF2184.The geoid height was determined by GEOID03.
 TF2184
 TF2184;                    North         East     Units Scale Factor Converg.
 TF2184;SPC ND N     -   142,914.085   540,918.210   MT  0.99994180   -0 35 32.7
 TF2184;SPC ND N     -   468,878.23  1,774,666.04   iFT  0.99994180   -0 35 32.7
 TF2184;UTM  14      - 5,350,266.012   329,661.859   MT  0.99995651   -1 42 51.6
 TF2184
 TF2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2184!SPC ND N     -   0.99992039  x   0.99994180  =   0.99986219
 TF2184!UTM  14      -   0.99992039  x   0.99995651  =   0.99987690
 TF2184
 TF2184:                Primary Azimuth Mark                     Grid Az
 TF2184:SPC ND N     -  SWEDISH LUTH CHURCH STEEPLE              021 22 41.6
 TF2184:UTM  14      -  SWEDISH LUTH CHURCH STEEPLE              022 30 00.5
 TF2184
 TF2184|---------------------------------------------------------------------|
 TF2184| PID    Reference Object                     Distance      Geod. Az  |
 TF2184|                                                           dddmmss.s |
 TF2184| TF2189 SWEDISH LUTH CHURCH STEEPLE         APPROX. 5.1 KM 0204708.9 |
 TF2184| TF2190 TRINITY LUTH CHURCH STEEPLE         APPROX. 7.2 KM 0260510.3 |
 TF2184| CQ8346 EUREKA RM 1                                        04636     |
 TF2184| CQ8347 EUREKA RM 2                                        13712     |
 TF2184| TF2146 MINOT USCAA RADIO RANGE STATION     APPROX. 8.5 KM 1440220.9 |
 TF2184| TF2148 MINOT KLPM RADIO TRANSM TOWER       APPROX. 9.0 KM 1530120.3 |
 TF2184| TF2152 MINOT MUNICIPAL TANK                APPROX. 6.3 KM 1742745.1 |
 TF2184| CQ8345 EUREKA AZ MK                                       1781344.5 |
 TF2184|---------------------------------------------------------------------|
 TF2184
 TF2184                          SUPERSEDED SURVEY CONTROL
 TF2184
 TF2184  NAD 83(1986)-  48 16 57.58134(N)    101 17 46.06938(W) AD(       ) 2
 TF2184  NAD 27      -  48 16 57.54350(N)    101 17 44.48300(W) AD(       ) 2
 TF2184
 TF2184.Superseded values are not recommended for survey control.
 TF2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2184.See file dsdata.txt to determine how the superseded data were derived.
 TF2184
 TF2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2966250266(NAD 83)
 TF2184_MARKER: DS = TRIANGULATION STATION DISK
 TF2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2184
 TF2184  HISTORY     - Date     Condition        Report By
 TF2184  HISTORY     - 1946     MONUMENTED       CGS
 TF2184  HISTORY     - 1948     MARK NOT FOUND   CGS
 TF2184  HISTORY     - 1954     MARK NOT FOUND   CGS
 TF2184  HISTORY     - 1962     MARK NOT FOUND   CGS
 TF2184
 TF2184                          STATION DESCRIPTION
 TF2184
 TF2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2184'THE STATION IS LOCATED ON THE TOP OF A DIVIDE ABOUT 3 AND 1/2
 TF2184'MILES NORTH OF MINOT, 100 YARDS SOUTH OF CROSSROADS, 41 FEET
 TF2184'WEST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND 9 FEET NORTHWEST
 TF2184'OF WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 TF2184'IS STAMPED EUREKA 1946.
 TF2184'
 TF2184'REFERENCE MARK NO. 1 IS 98.81 FEET NORTHEAST OF THE STATION,
 TF2184'29 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND 59 FEET
 TF2184'SOUTH OF TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 TF2184'THE DISK IS STAMPED EUREKA NO 1 1946.
 TF2184'
 TF2184'REFERENCE MARK NO. 2 IS 106.51 FEET SOUTHEAST OF THE STATION,
 TF2184'32 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND 25 FEET
 TF2184'SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 TF2184'DISK IS STAMPED EUREKA NO 2 1946.
 TF2184'
 TF2184'THE AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 29 FEET
 TF2184'EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 29 FEET NORTH OF
 TF2184'A TELEPHONE POLE, 3 FEET WEST OF FENCE AND 3 FEET NORTHWEST OF
 TF2184'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF2184'EUREKA 1946.
 TF2184'
 TF2184'TO REACH THE STATION FROM THE STOP LIGHT AND THE RAILROAD
 TF2184'OVERPASS ON U.S. HIGHWAY 83 IN WEST SECTION OF MINOT, GO NORTH ON
 TF2184'U.S. HIGHWAY 83 FOR 3.3 MILES TO THE TOP OF DIVIDE AND THE
 TF2184'STATION ON THE LEFT.
 TF2184'
 TF2184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 TF2184'83 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TF2184'
 TF2184'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TF2184
 TF2184                          STATION RECOVERY (1948)
 TF2184
 TF2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 TF2184'THIS STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT APPEARS
 TF2184'THAT THE ROAD BANK WHERE THE STATION SHOULD BE HAS BEEN
 TF2184'RE-SLOPED, PROBABLY DESTROYING THE STATION.  THE TWO REFERENCE
 TF2184'MARKS AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 TF2184'GOOD CONDITION.
 TF2184
 TF2184                          STATION RECOVERY (1954)
 TF2184
 TF2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF2184'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE NOT RECOVERED.
 TF2184'U.S. HWY, 83 HAS BEEN DITCHED AND WIDENED AND THE MARKS ARE
 TF2184'BELIEVED TO BE DESTROYED.
 TF2184
 TF2184                          STATION RECOVERY (1962)
 TF2184
 TF2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2184'STATION, REFERENCE AND AZIMUTH MARKS WERE SEARCHED FOR, AND
 TF2184'NO EVIDENCE COULD BE FOUND OF ANY OF THE MARKS.  DUE TO IMPROVEMENT
 TF2184'OF THE HIGHWAY, IT IS ALMOST CERTAIN ALL OF THE MARKS HAVE BEEN
 TF2184'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0796 ***********************************************************************
 RP0796  DESIGNATION -  EVANGELICAL LUTH CH S RETTERTH
 RP0796  PID         -  RP0796
 RP0796  STATE/COUNTY-  ND/RICHLAND
 RP0796  USGS QUAD   -  SWAN LAKE (1964)
 RP0796
 RP0796                         *CURRENT SURVEY CONTROL
 RP0796  ___________________________________________________________________
 RP0796* NAD 83(1996)-  46 00 24.68222(N)    097 06 54.02836(W)     ADJUSTED  
 RP0796* NAVD 88     -                                                        
 RP0796  ___________________________________________________________________
 RP0796  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 RP0796  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RP0796
 RP0796  HORZ ORDER  -  THIRD
 RP0796
 RP0796.The horizontal coordinates were established by classical geodetic methods
 RP0796.and adjusted by the National Geodetic Survey in January 1998..
 RP0796
 RP0796
 RP0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0796
 RP0796.The geoid height was determined by GEOID03.
 RP0796
 RP0796;                    North         East     Units Scale Factor Converg.
 RP0796;SPC ND S     -    43,462.941   862,109.454   MT  1.00003936   +2 28 08.2
 RP0796;SPC ND S     -   142,594.95  2,828,443.09   iFT  1.00003936   +2 28 08.2
 RP0796;SPC SD N     -   245,525.826   823,423.659   MT  1.00007855   +2 02 30.5
 RP0796;SPC SD N     -   805,529.31  2,701,515.79   sFT  1.00007855   +2 02 30.5
 RP0796;UTM  14      - 5,096,536.665   645,940.384   MT  0.99986183   +1 21 22.8
 RP0796
 RP0796                          SUPERSEDED SURVEY CONTROL
 RP0796
 RP0796  NAD 83(1986)-  46 00 24.67996(N)    097 06 54.01974(W) AD(       ) 4
 RP0796  NAD 27      -  46 00 24.82800(N)    097 06 52.70300(W) AD(       ) 3
 RP0796
 RP0796.Superseded values are not recommended for survey control.
 RP0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0796.See file dsdata.txt to determine how the superseded data were derived.
 RP0796
 RP0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR4594096537(NAD 83)
 RP0796_MARKER: 90 = CHURCH SPIRE
 RP0796
 RP0796  HISTORY     - Date     Condition        Report By
 RP0796  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0796
 RP0796                          STATION DESCRIPTION
 RP0796
 RP0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0796'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE EVANGELICAL
 RP0796'LUTHERAN CHURCH, LOCATED ABOUT 1 MILE S OF STATION RETTERATH
 RP0796'AND 6 MILES SE OF LIDGERWOOD.  THIS IS A WOOD FRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0687 ***********************************************************************
 RQ0687  DESIGNATION -  EVANGELICAL LUTHERAN CH SPIRE
 RQ0687  PID         -  RQ0687
 RQ0687  STATE/COUNTY-  ND/LA MOURE
 RQ0687  USGS QUAD   -  SCHLECHT-WEIXEL DAM (1982)
 RQ0687
 RQ0687                         *CURRENT SURVEY CONTROL
 RQ0687  ___________________________________________________________________
 RQ0687* NAD 83(1996)-  46 25 58.56923(N)    098 53 33.44218(W)     ADJUSTED  
 RQ0687* NAVD 88     -                                                        
 RQ0687  ___________________________________________________________________
 RQ0687  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 RQ0687  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 RQ0687
 RQ0687  HORZ ORDER  -  THIRD
 RQ0687
 RQ0687.The horizontal coordinates were established by classical geodetic methods
 RQ0687.and adjusted by the National Geodetic Survey in January 1998..
 RQ0687
 RQ0687
 RQ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0687
 RQ0687.The geoid height was determined by GEOID03.
 RQ0687
 RQ0687;                    North         East     Units Scale Factor Converg.
 RQ0687;SPC ND S     -    86,439.499   723,524.534   MT  0.99996029   +1 10 20.6
 RQ0687;SPC ND S     -   283,594.16  2,373,768.16   iFT  0.99996029   +1 10 20.6
 RQ0687;UTM  14      - 5,142,157.070   508,249.378   MT  0.99960084   +0 04 40.1
 RQ0687
 RQ0687                          SUPERSEDED SURVEY CONTROL
 RQ0687
 RQ0687  NAD 83(1986)-  46 25 58.57603(N)    098 53 33.43307(W) AD(       ) 4
 RQ0687  NAD 27      -  46 25 58.68000(N)    098 53 32.04000(W) AD(       ) 3
 RQ0687
 RQ0687.Superseded values are not recommended for survey control.
 RQ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0687.See file dsdata.txt to determine how the superseded data were derived.
 RQ0687
 RQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS0824942157(NAD 83)
 RQ0687_MARKER: 90 = CHURCH SPIRE
 RQ0687
 RQ0687  HISTORY     - Date     Condition        Report By
 RQ0687  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0687
 RQ0687                          STATION DESCRIPTION
 RQ0687
 RQ0687'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0678 ***********************************************************************
 RP0678  DESIGNATION -  EVEREST
 RP0678  PID         -  RP0678
 RP0678  STATE/COUNTY-  ND/CASS
 RP0678  USGS QUAD   -  CASSELTON (1961)
 RP0678
 RP0678                         *CURRENT SURVEY CONTROL
 RP0678  ___________________________________________________________________
 RP0678* NAD 83(1996)-  46 52 35.71501(N)    097 14 01.22397(W)     ADJUSTED  
 RP0678* NAVD 88     -       286.176  (meters)     938.90   (feet)  ADJUSTED  
 RP0678  ___________________________________________________________________
 RP0678  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 RP0678  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 RP0678  DYNAMIC HT  -         286.202 (meters)     938.98  (feet)  COMP
 RP0678  MODELED GRAV-     980,695.3   (mgal)                       NAVD 88
 RP0678
 RP0678  HORZ ORDER  -  SECOND
 RP0678  VERT ORDER  -  FIRST     CLASS II
 RP0678
 RP0678.The horizontal coordinates were established by classical geodetic methods
 RP0678.and adjusted by the National Geodetic Survey in January 1998..
 RP0678
 RP0678.The orthometric height was determined by differential leveling
 RP0678.and adjusted by the National Geodetic Survey in June 1991..
 RP0678
 RP0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0678
 RP0678.The geoid height was determined by GEOID03.
 RP0678
 RP0678.The dynamic height is computed by dividing the NAVD 88
 RP0678.geopotential number by the normal gravity value computed on the
 RP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0678.degrees latitude (g = 980.6199 gals.).
 RP0678
 RP0678.The modeled gravity was interpolated from observed gravity values.
 RP0678
 RP0678;                    North         East     Units Scale Factor Converg.
 RP0678;SPC ND S     -   139,666.629   848,907.533   MT  0.99993612   +2 22 56.6
 RP0678;SPC ND S     -   458,223.85  2,785,129.70   iFT  0.99993612   +2 22 56.6
 RP0678;UTM  14      - 5,192,964.352   634,593.530   MT  0.99982266   +1 17 21.9
 RP0678
 RP0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0678!SPC ND S     -   0.99995924  x   0.99993612  =   0.99989536
 RP0678!UTM  14      -   0.99995924  x   0.99982266  =   0.99978191
 RP0678
 RP0678:                Primary Azimuth Mark                     Grid Az
 RP0678:SPC ND S     -  CASSELTON MUNICIPAL TANK                 029 49 52.9
 RP0678:UTM  14      -  CASSELTON MUNICIPAL TANK                 030 55 27.6
 RP0678
 RP0678|---------------------------------------------------------------------|
 RP0678| PID    Reference Object                     Distance      Geod. Az  |
 RP0678|                                                           dddmmss.s |
 RP0678| RP0766 CASSELTON MUNICIPAL TANK            APPROX. 3.0 KM 0321249.5 |
 RP0678| RP0765 CASSELTON MUNICIPAL STANDPIPE       APPROX. 3.5 KM 0413309.0 |
 RP0678| RP0767 CASSELTON ELEVATOR CO VENT          APPROX. 0.9 KM 0873115.6 |
 RP0678| CO4918 EVEREST AZ MK                                      0911458.2 |
 RP0678| RP0679 EVEREST RM 1                         55.772 METERS 10614     |
 RP0678| RP0680 EVEREST RM 2                         25.013 METERS 35411     |
 RP0678|---------------------------------------------------------------------|
 RP0678
 RP0678                          SUPERSEDED SURVEY CONTROL
 RP0678
 RP0678  NAD 83(1986)-  46 52 35.71507(N)    097 14 01.21412(W) AD(       ) 2
 RP0678  NAD 27      -  46 52 35.81000(N)    097 13 59.89600(W) AD(       ) 2
 RP0678
 RP0678.Superseded values are not recommended for survey control.
 RP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0678.See file dsdata.txt to determine how the superseded data were derived.
 RP0678
 RP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3459492964(NAD 83)
 RP0678_MARKER: DS = TRIANGULATION STATION DISK
 RP0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0678_SP_SET: CONCRETE POST
 RP0678_STAMPING: EVEREST 1954
 RP0678_MARK LOGO: CGS   
 RP0678_PROJECTION: FLUSH
 RP0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0678+STABILITY: SURFACE MOTION
 RP0678
 RP0678  HISTORY     - Date     Condition        Report By
 RP0678  HISTORY     - 1954     MONUMENTED       CGS
 RP0678  HISTORY     - 1982     GOOD             NGS
 RP0678
 RP0678                          STATION DESCRIPTION
 RP0678
 RP0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0678'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF CASSELTON ON THE
 RP0678'AGRONOMY SEED FARM FARMYARD.
 RP0678'
 RP0678'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND 52 AND
 RP0678'STATE HIGHWAY 18 (SOUTH), GO WEST ON U.S. HIGHWAY 10 AND 52 FOR
 RP0678'0.7 MILE TO A DRIVEWAY RIGHT AND THE STATION SITE NORTHWEST OF
 RP0678'THIS POINT.
 RP0678'
 RP0678'THE STATION MARK, 223 FEET WEST OF THE CENTER OF A DRIVEWAY,
 RP0678'220 FEET SOUTHWEST OF THE AGRONOMY SEED FARM MONUMENT, 155
 RP0678'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10 AND 52, 7
 RP0678'FEET SOUTHEAST OF A WHITE POST, IS LEVEL WITH THE GROUND
 RP0678'SURFACE AND THE DISK IS STAMPED EVEREST 1954.
 RP0678'
 RP0678'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS 135 FEET NORTH
 RP0678'OF THE CENTER LINE OF U.S. HIGHWAY 10 AND 52, 40 FEET WEST
 RP0678'OF THE CENTER OF A DRIVEWAY AND 2 FEET NORTH OF A POWER
 RP0678'LINE POLE.  THE DISK IS STAMPED EVEREST NO 1 1954 AND IT
 RP0678'PROJECTS 5 INCHES.
 RP0678'
 RP0678'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 232 FEET NORTH
 RP0678'OF THE CENTER LINE OF U.S. HIGHWAY 10 AND 52, 8 FEET EAST OF
 RP0678'A ROW OF SHELTER TREES, PROJECTS 10 INCHES, AND THE DISK
 RP0678'IS STAMPED EVEREST NO 2 1954.
 RP0678'
 RP0678'THE AZIMUTH MARK, APPROXIMATELY 0.7 MILE EAST OF THE STATION,
 RP0678'IS NORTH OF THE JUNCTION OF U.S. HIGHWAY 10 AND 52 AND STATE
 RP0678'HIGHWAY 18 (SOUTH), 102 FEET NORTH OF THE CENTER LINE OF U.S.
 RP0678'HIGHWAY 10 AND 52, 2 FEET WEST OF A POWER LINE POLE, 2 FEET
 RP0678'NORTHWEST OF A WHITE POST, PROJECTS 5 INCHES, AND THE DISK
 RP0678'IS STAMPED EVEREST 1954.
 RP0678'
 RP0678'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RP0678
 RP0678                          STATION RECOVERY (1982)
 RP0678
 RP0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0678'4.0 KM (2.5 MI) SW FROM CASSELTON.
 RP0678'2.4 KM (1.5 MI) SOUTH ALONG STATE ROUTE 18 FROM THE CROSSING OF THE
 RP0678'BURLINGTON NORTHERN RAILROAD IN CASSELTON, THENCE 1.6 KM (1.0 MI) WEST
 RP0678'ALONG AN ASPHALT ROAD TO THE MARK, ON THE AGRONOMY SEED FARM OWNED BY
 RP0678'THE NORTH DAKOTA STATE UNIVERSITY, 47.24 METERS (155.0 FT) NORTH OF
 RP0678'THE CENTERLINE OF THE ASPHALT ROAD (INTERSTATE HIGHWAY 94 FRONTAGE
 RP0678'ROAD), 67.97 METERS (223.0 FT) WEST OF A DRIVEWAY LEADING NORTH,
 RP0678'24.68 METERS (81.0 FT) NORTHEAST OF A POWERLINE POLE WITH THREE GUY
 RP0678'WIRES ATTACHED, AND 55.78 METERS (183.0 FT) WEST-NORTHWEST OF A
 RP0678'POWERLINE POLE.
 RP0678'THE MARK IS 1.2 M BELOW ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0679 ***********************************************************************
 RP0679  DESIGNATION -  EVEREST RM 1
 RP0679  PID         -  RP0679
 RP0679  STATE/COUNTY-  ND/CASS
 RP0679  USGS QUAD   -  CASSELTON (1961)
 RP0679
 RP0679                         *CURRENT SURVEY CONTROL
 RP0679  ___________________________________________________________________
 RP0679* NAD 83(1986)-  46 52 35.     (N)    097 14 05.     (W)     SCALED    
 RP0679* NAVD 88     -       286.377  (meters)     939.56   (feet)  ADJUSTED  
 RP0679  ___________________________________________________________________
 RP0679  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 RP0679  DYNAMIC HT  -         286.403 (meters)     939.64  (feet)  COMP
 RP0679  MODELED GRAV-     980,695.2   (mgal)                       NAVD 88
 RP0679
 RP0679  VERT ORDER  -  FIRST     CLASS II
 RP0679
 RP0679.The horizontal coordinates were scaled from a topographic map and have
 RP0679.an estimated accuracy of +/- 6 seconds.
 RP0679
 RP0679.The orthometric height was determined by differential leveling
 RP0679.and adjusted by the National Geodetic Survey in June 1991..
 RP0679
 RP0679.The geoid height was determined by GEOID03.
 RP0679
 RP0679.The dynamic height is computed by dividing the NAVD 88
 RP0679.geopotential number by the normal gravity value computed on the
 RP0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0679.degrees latitude (g = 980.6199 gals.).
 RP0679
 RP0679.The modeled gravity was interpolated from observed gravity values.
 RP0679
 RP0679;                    North         East    Units  Estimated Accuracy
 RP0679;SPC ND S     -   139,640.      848,830.      MT  (+/- 180 meters Scaled)
 RP0679
 RP0679                          SUPERSEDED SURVEY CONTROL
 RP0679
 RP0679.No superseded survey control is available for this station.
 RP0679
 RP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS345929(NAD 83)
 RP0679_MARKER: DR = REFERENCE MARK DISK
 RP0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0679_SP_SET: CONCRETE POST
 RP0679_STAMPING: EVEREST NO 1 1954
 RP0679_MARK LOGO: CGS   
 RP0679_PROJECTION: PROJECTING 3 CENTIMETERS
 RP0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0679+STABILITY: SURFACE MOTION
 RP0679
 RP0679  HISTORY     - Date     Condition        Report By
 RP0679  HISTORY     - 1954     MONUMENTED       CGS
 RP0679  HISTORY     - 1982     GOOD             NGS
 RP0679
 RP0679                          STATION DESCRIPTION
 RP0679
 RP0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0679'4.0 KM (2.5 MI) SW FROM CASSELTON.
 RP0679'2.4 KM (1.5 MI) SOUTH ALONG STATE ROUTE 18 FROM THE CROSSING OF THE
 RP0679'BURLINGTON NORTHERN RAILROAD IN CASSELTON, THENCE WEST ALONG AN
 RP0679'ASPHALT FRONTAGE ROAD FOR 1.6 KM (1.0 MI) TO THE MARK, ON THE AGRONOMY
 RP0679'SEED FARM OWNED BY NORTH DAKOTA STATE UNIVERSITY, 41.15 METERS
 RP0679'(135.0 FT) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 12.19 METERS
 RP0679'(40.0 FT) WEST OF A DRIVE LEADING NORTH, 0.30 METERS (1.0 FT)
 RP0679'NORTHWEST OF A POWERLINE POLE, AND 55.78 METERS (183.0 FT) SOUTHEAST
 RP0679'OF TRIANGULATION STATION EVEREST.
 RP0679'THE MARK IS 0.60 M BELOW FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0680 ***********************************************************************
 RP0680  DESIGNATION -  EVEREST RM 2
 RP0680  PID         -  RP0680
 RP0680  STATE/COUNTY-  ND/CASS
 RP0680  USGS QUAD   -  CASSELTON (1961)
 RP0680
 RP0680                         *CURRENT SURVEY CONTROL
 RP0680  ___________________________________________________________________
 RP0680* NAD 83(1986)-  46 52 35.     (N)    097 14 05.     (W)     SCALED    
 RP0680* NAVD 88     -       286.272  (meters)     939.21   (feet)  ADJUSTED  
 RP0680  ___________________________________________________________________
 RP0680  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 RP0680  DYNAMIC HT  -         286.298 (meters)     939.30  (feet)  COMP
 RP0680  MODELED GRAV-     980,695.2   (mgal)                       NAVD 88
 RP0680
 RP0680  VERT ORDER  -  FIRST     CLASS II
 RP0680
 RP0680.The horizontal coordinates were scaled from a topographic map and have
 RP0680.an estimated accuracy of +/- 6 seconds.
 RP0680
 RP0680.The orthometric height was determined by differential leveling
 RP0680.and adjusted by the National Geodetic Survey in June 1991..
 RP0680
 RP0680.The geoid height was determined by GEOID03.
 RP0680
 RP0680.The dynamic height is computed by dividing the NAVD 88
 RP0680.geopotential number by the normal gravity value computed on the
 RP0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0680.degrees latitude (g = 980.6199 gals.).
 RP0680
 RP0680.The modeled gravity was interpolated from observed gravity values.
 RP0680
 RP0680;                    North         East    Units  Estimated Accuracy
 RP0680;SPC ND S     -   139,640.      848,830.      MT  (+/- 180 meters Scaled)
 RP0680
 RP0680                          SUPERSEDED SURVEY CONTROL
 RP0680
 RP0680.No superseded survey control is available for this station.
 RP0680
 RP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS345929(NAD 83)
 RP0680_MARKER: DR = REFERENCE MARK DISK
 RP0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0680_SP_SET: CONCRETE POST
 RP0680_STAMPING: EVEREST NO 2 1954
 RP0680_MARK LOGO: CGS   
 RP0680_PROJECTION: PROJECTING 4 CENTIMETERS
 RP0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0680+STABILITY: SURFACE MOTION
 RP0680
 RP0680  HISTORY     - Date     Condition        Report By
 RP0680  HISTORY     - 1954     MONUMENTED       CGS
 RP0680  HISTORY     - 1982     GOOD             NGS
 RP0680
 RP0680                          STATION DESCRIPTION
 RP0680
 RP0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0680'4.0 KM (2.5 MI) SW FROM CASSELTON.
 RP0680'2.4 KM (1.5 MI) SOUTH ALONG STATE ROUTE 18 FROM THE CROSSING OF THE
 RP0680'BURLINGTON NORTHERN RAILROAD AT CASSELTON, THENCE 1.6 KM (1.0 MI) WEST
 RP0680'ALONG AN ASPHALT FRONTAGE ROAD TO THE MARK, AT THE AGRONOMY SEED FARM
 RP0680'OWNED BY NORTH DAKOTA STATE UNIVERSITY, 70.71 METERS (232.0 FT) NORTH
 RP0680'OF THE CENTERLINE OF THE FRONTAGE ROAD, 25.02 METERS (82.1 FT) NORTH
 RP0680'OF TRIANGULATION STATION EVEREST, 0.30 METERS (1.0 FT) SOUTHWEST OF A
 RP0680'ONE INCH BY FOUR INCH STAKE, AND 71.02 METERS (233.0 FT) WEST OF A
 RP0680'DRIVEWAY LEADING NORTH.
 RP0680'THE MARK IS 0.60 M BELOW FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0916 ***********************************************************************
 RR0916  DESIGNATION -  EWER
 RR0916  PID         -  RR0916
 RR0916  STATE/COUNTY-  ND/SIOUX
 RR0916  USGS QUAD   -  SHIELDS SW (1971)
 RR0916
 RR0916                         *CURRENT SURVEY CONTROL
 RR0916  ___________________________________________________________________
 RR0916* NAD 83(1996)-  46 04 20.32793(N)    101 09 58.33847(W)     ADJUSTED  
 RR0916* NAVD 88     -       672.2    (meters)    2205.     (feet)  VERTCON   
 RR0916  ___________________________________________________________________
 RR0916  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 RR0916  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 RR0916
 RR0916  HORZ ORDER  -  FIRST
 RR0916
 RR0916.The horizontal coordinates were established by classical geodetic methods
 RR0916.and adjusted by the National Geodetic Survey in January 1998..
 RR0916
 RR0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0916
 RR0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0916
 RR0916.The geoid height was determined by GEOID03.
 RR0916
 RR0916;                    North         East     Units Scale Factor Converg.
 RR0916;SPC ND S     -    45,309.217   548,460.220   MT  1.00002367   -0 29 09.3
 RR0916;SPC ND S     -   148,652.29  1,799,410.17   iFT  1.00002367   -0 29 09.3
 RR0916;UTM  14      - 5,104,363.248   332,485.809   MT  0.99994497   -1 33 37.8
 RR0916
 RR0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0916!SPC ND S     -   0.99989788  x   1.00002367  =   0.99992155
 RR0916!UTM  14      -   0.99989788  x   0.99994497  =   0.99984285
 RR0916
 RR0916|---------------------------------------------------------------------|
 RR0916| PID    Reference Object                     Distance      Geod. Az  |
 RR0916|                                                           dddmmss.s |
 RR0916| CQ8352 EWER RM 1                            18.115 METERS 06458     |
 RR0916| CQ8351 EWER AZ MK                                         1844747.0 |
 RR0916| CQ8353 EWER RM 2                            20.400 METERS 20446     |
 RR0916|---------------------------------------------------------------------|
 RR0916
 RR0916                          SUPERSEDED SURVEY CONTROL
 RR0916
 RR0916  NAD 83(1986)-  46 04 20.31985(N)    101 09 58.33437(W) AD(       ) 1
 RR0916  NAD 27      -  46 04 20.32200(N)    101 09 56.88400(W) AD(       ) 1
 RR0916  NGVD 29 (07/19/86)  671.7    (m)         2204.     (f) VERT ANG       
 RR0916
 RR0916.Superseded values are not recommended for survey control.
 RR0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0916.See file dsdata.txt to determine how the superseded data were derived.
 RR0916
 RR0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS3248604363(NAD 83)
 RR0916_MARKER: DS = TRIANGULATION STATION DISK
 RR0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0916
 RR0916  HISTORY     - Date     Condition        Report By
 RR0916  HISTORY     - 1934     MONUMENTED       CGS
 RR0916  HISTORY     - 1959     GOOD             CGS
 RR0916  HISTORY     - 1970     GOOD             USGS
 RR0916
 RR0916                          STATION DESCRIPTION
 RR0916
 RR0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0916'STATION IS LOCATED ABOUT 14 MILES NE OF MC INTOSH, 11.5 MILES
 RR0916'W BY N OF SELFRIDGE.  IT IS IN T 130 N, R 84 W, IN THE NW 1/4
 RR0916'OF SEC. 23, ON A BUTTE ABOUT 0.5 MILE E OF A SMALL CREEK.  THE
 RR0916'TOP OF THE BUTTE IS FLAT AND DROPS SHARPLY TO THE N AND W.
 RR0916'THIS IS THE HIGHEST BUTTE IN THE VICINITY.
 RR0916'
 RR0916'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0916'BRONZE DISKS SET IN CONCRETE.
 RR0916'
 RR0916'REFERENCE MARK NO. 1 IS 18.115 METERS (59.43 FEET) NE FROM
 RR0916'STATION.  MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF
 RR0916'THE GROUND.
 RR0916'
 RR0916'REFERENCE MARK NO. 2 IS 20.400 METERS (66.93 FEET) S OF STATION.
 RR0916'MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0916'
 RR0916'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE S OF STATION, ABOUT 125
 RR0916'METERS E OF GATE IN SW CORNER OF PASTURE, ON E AND W FENCE LINE.
 RR0916'MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0916'
 RR0916'STATION IS REACHED FROM THE MC INTOSH POST OFFICE BY GOING N
 RR0916'0.1 MILE TO U.S. HIGHWAY 12, TURN RIGHT, E, ON U.S. HIGHWAY
 RR0916'12 AND GO 0.6 MILE, TAKE LEFT FORK (N) ON HIGHWAYS 65 AND 31 AND
 RR0916'GO 5.3 MILES, TURN RIGHT (E) AT SIGN (SELFRIDGE 23 MILES) AND
 RR0916'GO 4.0 MILES, TURN LEFT (N) AND GO 3.0 MILES, TURN RIGHT (E)
 RR0916'AND GO 3.5 MILES TO WOODEN BRIDGE, CROSS WOODEN BRIDGE AND
 RR0916'CONTINUE E 0.4 MILE, TURN LEFT (N) ON PRAIRIE TRAIL (DIM ROAD)
 RR0916'AND GO 0.9 MILE, TAKE RIGHT FORK AND GO 0.05 MILE TO WIRE GATE
 RR0916'AT SW CORNER OF PASTURE, PASS THROUGH GATE AND TAKE DIM ROAD
 RR0916'TO E AND N AND GO 1.0 MILE TO OLD WELL AND BASE OF WINDMILL,
 RR0916'FROM WELL GO W TO FIRST COULEE, THEN N UP COULEE 0.4 MILE
 RR0916'TO TOP OF BUTTE AND STATION.
 RR0916'
 RR0916'HEIGHT OF LIGHT ABOVE STATION MARK - 2.3 METERS.
 RR0916
 RR0916                          STATION RECOVERY (1959)
 RR0916
 RR0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0916'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0916'CONDITION.
 RR0916'
 RR0916'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM SELFRIDGE--
 RR0916'
 RR0916'TO REACH FROM SELFRIDGE, FROM THE POST OFFICE, GO WEST 0.25 MILE,
 RR0916'TURN RIGHT AND GO NORTH FOR 0.25 MILE, TURN LEFT AND GO WEST ON
 RR0916'MAIN ROAD FOR 11.6 MILES TO A DIM ROAD ON THE RIGHT OPPOSITE
 RR0916'A DRIVEWAY ON THE LEFT, TURN RIGHT AND GO NORTH ON FIELD ROAD
 RR0916'ALONG EAST SIDE OF FENCE FOR 0.5 MILE TO A WIRE GATE AT NORTHWEST
 RR0916'CORNER OF FIELD.  THE STATION IS ON THE SUMMIT OF THE HIGHEST
 RR0916'RIDGE ABOUT 1.5 MILES NORTH-NORTHEAST OF THE WIRE GATE.  NO WAY
 RR0916'WAS FOUND TO DRIVE TO THE STATION FROM THE SOUTH DUE TO A
 RR0916'DITCH ABOUT 0.5 MILE SOUTH OF THE STATION.  IT MAY BE POSSIBLE
 RR0916'TO DRIVE TO THE STATION BY COMING IN FROM THE EAST.
 RR0916'
 RR0916'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE CONTINUE NORTH
 RR0916'ALONG A DIM PASTURE ROAD FOR 0.5 MILE TO A DRAW.  THE MARK IS
 RR0916'ABOUT 0.1 MILE TO THE WEST-NORTHWEST AND ABOUT 50 YARDS NORTH
 RR0916'OF THE DRAW.  THE FENCE HAS BEEN REMOVED THAT WAS NEAR THE
 RR0916'AZIMUTH MARK.
 RR0916
 RR0916                          STATION RECOVERY (1970)
 RR0916
 RR0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JCL)
 RR0916'STATION FOUND IN GOOD CONDITION.  FOLLOWING IS REVISED DESCRIPTION
 RR0916'TO REACH THE STATION FROM SELFRIDGE, N.D.--TO REACH FROM SELFRIDGE,
 RR0916'FROM THE POST OFFICE, GO WEST 0.25 MILE, TURN RIGHT AND GO NORTH
 RR0916'FOR 0.25 MILE, TURN LEFT AND GO WEST ON MAIN ROAD FOR 9.6 MILES
 RR0916'TO SCHOOL HOUSE AT NW CORNER OF CROSS ROADS, TURN RIGHT AND GO
 RR0916'NORTH ABOUT 2.65 MILES TO MIESEL BROTHERS FARM ON THE WEST,,
 RR0916'TURN LEFT AND GO WEST THROUGH FARM TAKING FIELD ROAD DUE WEST
 RR0916'ABOUT 1.5 MILES TO WIRE GATE, GO THROUGH WIRE GATE AND GO SSE
 RR0916'ABOUT 0.85 MILE TO E-W FENCE, TAKE FENCE DOWN AND GO WSW TO
 RR0916'TOP OF BUTTE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0766 ***********************************************************************
 RR0766  DESIGNATION -  EXCELSIOR
 RR0766  PID         -  RR0766
 RR0766  STATE/COUNTY-  ND/KIDDER
 RR0766  USGS QUAD   -  STONY SLOUGH (1975)
 RR0766
 RR0766                         *CURRENT SURVEY CONTROL
 RR0766  ___________________________________________________________________
 RR0766* NAD 83(1996)-  46 57 08.02561(N)    100 00 15.84537(W)     ADJUSTED  
 RR0766* NAVD 88     -       602.47   (+/-2cm)    1976.6    (feet)  VERTCON   
 RR0766  ___________________________________________________________________
 RR0766  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 RR0766  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RR0766
 RR0766  HORZ ORDER  -  FIRST
 RR0766  VERT ORDER  -  THIRD ? (See Below)
 RR0766
 RR0766.The horizontal coordinates were established by classical geodetic methods
 RR0766.and adjusted by the National Geodetic Survey in January 1998..
 RR0766
 RR0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0766.The vertical order pertains to the NGVD 29 superseded value.
 RR0766
 RR0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0766
 RR0766.The geoid height was determined by GEOID03.
 RR0766
 RR0766;                    North         East     Units Scale Factor Converg.
 RR0766;SPC ND S     -   143,018.513   637,724.231   MT  0.99993795   +0 21 41.3
 RR0766;SPC ND S     -   469,220.84  2,092,271.10   iFT  0.99993795   +0 21 41.3
 RR0766;UTM  14      - 5,200,345.125   423,572.026   MT  0.99967179   -0 44 02.5
 RR0766
 RR0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0766!SPC ND S     -   0.99990906  x   0.99993795  =   0.99984701
 RR0766!UTM  14      -   0.99990906  x   0.99967179  =   0.99958088
 RR0766
 RR0766|---------------------------------------------------------------------|
 RR0766| PID    Reference Object                     Distance      Geod. Az  |
 RR0766|                                                           dddmmss.s |
 RR0766| CO4920 EXCELSIOR RM 1                        6.971 METERS 08041     |
 RR0766| CO4921 EXCELSIOR RM 2                       17.764 METERS 17556     |
 RR0766| RR0768 BISMARCK FARGO AWY BN 62            APPROX.14.6 KM 2001252.9 |
 RR0766| CO4919 EXCELSIOR AZ MK                                    2702250.1 |
 RR0766|---------------------------------------------------------------------|
 RR0766
 RR0766                          SUPERSEDED SURVEY CONTROL
 RR0766
 RR0766  NAD 83(1986)-  46 57 08.01120(N)    100 00 15.82950(W) AD(       ) 1
 RR0766  NAD 27      -  46 57 08.07000(N)    100 00 14.47100(W) AD(       ) 1
 RR0766  NGVD 29 (07/19/86)  602.04   (m)         1975.2    (f) LEVELING    3  
 RR0766
 RR0766.Superseded values are not recommended for survey control.
 RR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0766.See file dsdata.txt to determine how the superseded data were derived.
 RR0766
 RR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2357200345(NAD 83)
 RR0766_MARKER: DS = TRIANGULATION STATION DISK
 RR0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0766+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 RR0766
 RR0766  HISTORY     - Date     Condition        Report By
 RR0766  HISTORY     - 1948     MONUMENTED       CGS
 RR0766  HISTORY     - 1957     GOOD             CGS
 RR0766  HISTORY     - 20021202 GOOD             NDDT
 RR0766
 RR0766                          STATION DESCRIPTION
 RR0766
 RR0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0766'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF STEELE, ABOUT
 RR0766'9 MILES NORTHEAST OF DRISCOLL, ON SECTION LINE ROAD RIGHT-OF-WAY.
 RR0766'
 RR0766'TO REACH FROM THE DEPOT IN DRISCOLL, GO NORTH FOR 0.4 MILE TO
 RR0766'U.S. HIGHWAY 10, TURN RIGHT AND GO EAST ON HIGHWAY 10 FOR 5.0
 RR0766'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 7.1 MILES ON A
 RR0766'GRADED DIRT ROAD TO A DIM TRACK SECTION LINE ROAD RIGHT, TURN
 RR0766'RIGHT ON SECTION LINE ROAD AND GO EAST FOR 1.25 MILES TO AZIMUTH
 RR0766'MARK IN FENCE LINE ON LEFT, CONTINUE STRAIGHT AHEAD FOR 0.25
 RR0766'MILE TO WHITE HOUSE AND STATION ON TOP OF HILL.
 RR0766'
 RR0766'STATION IS 63 FEET SOUTH-SOUTHWEST OF A WHITE HOUSE AND 8 FEET
 RR0766'SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD STATION MARK DISK
 RR0766'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST.  THE MARK
 RR0766'PROJECTS 7 INCHES, AND THE DISK IS STAMPED EXCELSIOR 1948.
 RR0766'
 RR0766'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF A WHITE HOUSE.  IT IS
 RR0766'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH SQUARE
 RR0766'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 RR0766'STAMPED EXCELSIOR NO 1 1948.
 RR0766'
 RR0766'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 RR0766'TOP OF A 10-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 7
 RR0766'INCHES, AND THE DISK IS STAMPED EXCELSIOR NO 2 1948.
 RR0766'
 RR0766'AZIMUTH MARK IS 0.25 MILE WEST OF THE STATION, 4 FEET EAST OF A
 RR0766'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 RR0766'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 RR0766'POST.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 RR0766'EXCELSIOR 1948.
 RR0766'
 RR0766'DE WALL, LONG, DRISCOLL, TRAUTMAN, AND DUEMELAND WILL SEE FROM
 RR0766'A 4-FOOT STAND.
 RR0766'
 RR0766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0766
 RR0766                          STATION RECOVERY (1957)
 RR0766
 RR0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0766'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0766'CONDITION.  ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 RR0766
 RR0766                          STATION RECOVERY (2002)
 RR0766
 RR0766'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (LA)
 RR0766'TO REACH FROM I-94 EXIT 195, GO NORTH 6.0 MILES TO AN APPROACH ON THE
 RR0766'EAST, THENCE GO EAST 1.0 MILES TO A GATE, ENTER GATE AND CONTINUE EAST
 RR0766'ALONG A FENCE 0.5 MILES TO STATION ON TOP OF HILL AT OLD FARMSTEAD,
 RR0766'ORIGINAL FARMHOUSE IS GONE BUT BUILDING FOUNDATION STILL EXISTS,
 RR0766'STATION IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0116 ***********************************************************************
 QQ0116  DESIGNATION -  F
 QQ0116  PID         -  QQ0116
 QQ0116  STATE/COUNTY-  ND/RICHLAND
 QQ0116  USGS QUAD   -  BOISBERG (1972)
 QQ0116
 QQ0116                         *CURRENT SURVEY CONTROL
 QQ0116  ___________________________________________________________________
 QQ0116* NAD 83(1986)-  45 57 48.     (N)    096 35 14.     (W)     SCALED    
 QQ0116* NAVD 88     -       297.120  (meters)     974.80   (feet)  ADJUSTED  
 QQ0116  ___________________________________________________________________
 QQ0116  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 QQ0116  DYNAMIC HT  -         297.117 (meters)     974.79  (feet)  COMP
 QQ0116  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 QQ0116
 QQ0116  VERT ORDER  -  FIRST     CLASS II
 QQ0116
 QQ0116.The horizontal coordinates were scaled from a topographic map and have
 QQ0116.an estimated accuracy of +/- 6 seconds.
 QQ0116
 QQ0116.The orthometric height was determined by differential leveling
 QQ0116.and adjusted by the National Geodetic Survey in June 1991..
 QQ0116
 QQ0116.The geoid height was determined by GEOID03.
 QQ0116
 QQ0116.The dynamic height is computed by dividing the NAVD 88
 QQ0116.geopotential number by the normal gravity value computed on the
 QQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0116.degrees latitude (g = 980.6199 gals.).
 QQ0116
 QQ0116.The modeled gravity was interpolated from observed gravity values.
 QQ0116
 QQ0116;                    North         East    Units  Estimated Accuracy
 QQ0116;SPC ND S     -    40,530.      903,190.      MT  (+/- 180 meters Scaled)
 QQ0116
 QQ0116                          SUPERSEDED SURVEY CONTROL
 QQ0116
 QQ0116  NGVD 29 (??/??/92)  296.907  (m)          974.10   (f) ADJ UNCH    1 2
 QQ0116
 QQ0116.Superseded values are not recommended for survey control.
 QQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0116.See file dsdata.txt to determine how the superseded data were derived.
 QQ0116
 QQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR869928(NAD 83)
 QQ0116_MARKER: DB = BENCH MARK DISK
 QQ0116_SETTING: 80 = SET IN A BOULDER
 QQ0116_SP_SET: BOULDER
 QQ0116_STAMPING: USBM
 QQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0116+STABILITY: SURFACE MOTION
 QQ0116
 QQ0116  HISTORY     - Date     Condition        Report By
 QQ0116  HISTORY     - UNK      MONUMENTED       CGS
 QQ0116  HISTORY     - 1934     GOOD             NGS
 QQ0116
 QQ0116                          STATION DESCRIPTION
 QQ0116
 QQ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QQ0116'1.2 MI S FROM BLACKMER.
 QQ0116'1.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0116'PACIFIC RAILROAD FROM BLACKMER, RICHLAND COUNTY, ABOUT 0.8
 QQ0116'MILE NORTH OF A ROAD CROSSING, 39-1/2 FEET EAST OF THE CENTER
 QQ0116'LINE OF THE TRACK, ABOUT 13 FEET WEST OF THE RIGHT-OF-WAY
 QQ0116'FENCE, 13 FEET SOUTH OF A LARGE BOULDER, AND ON A 4- BY
 QQ0116'2-1/2- BY 1-FOOT BOULDER.  THE BOTTOM OF A 1-INCH SQUARE HOLE,
 QQ0116'LETTERED U.S.B.M.  NOTE-- THE LETTERS CUT IN THE STONE ARE
 QQ0116'NOT VERY LEGIBLE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0414 ***********************************************************************
 TD0414  DESIGNATION -  F 1
 TD0414  PID         -  TD0414
 TD0414  STATE/COUNTY-  ND/NELSON
 TD0414  USGS QUAD   -  FORDVILLE SW (1971)
 TD0414
 TD0414                         *CURRENT SURVEY CONTROL
 TD0414  ___________________________________________________________________
 TD0414* NAD 83(1986)-  48 00 47.     (N)    097 59 59.     (W)     SCALED    
 TD0414* NAVD 88     -       464.591  (meters)    1524.25   (feet)  ADJUSTED  
 TD0414  ___________________________________________________________________
 TD0414  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 TD0414  DYNAMIC HT  -         464.674 (meters)    1524.52  (feet)  COMP
 TD0414  MODELED GRAV-     980,776.6   (mgal)                       NAVD 88
 TD0414
 TD0414  VERT ORDER  -  FIRST     CLASS II
 TD0414
 TD0414.The horizontal coordinates were scaled from a topographic map and have
 TD0414.an estimated accuracy of +/- 6 seconds.
 TD0414
 TD0414.The orthometric height was determined by differential leveling
 TD0414.and adjusted by the National Geodetic Survey in June 1991..
 TD0414
 TD0414.The geoid height was determined by GEOID03.
 TD0414
 TD0414.The dynamic height is computed by dividing the NAVD 88
 TD0414.geopotential number by the normal gravity value computed on the
 TD0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0414.degrees latitude (g = 980.6199 gals.).
 TD0414
 TD0414.The modeled gravity was interpolated from observed gravity values.
 TD0414
 TD0414;                    North         East    Units  Estimated Accuracy
 TD0414;SPC ND N     -   115,660.      786,490.      MT  (+/- 180 meters Scaled)
 TD0414
 TD0414                          SUPERSEDED SURVEY CONTROL
 TD0414
 TD0414  NGVD 29 (??/??/92)  464.221  (m)         1523.03   (f) ADJ UNCH    1 2
 TD0414
 TD0414.Superseded values are not recommended for survey control.
 TD0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0414.See file dsdata.txt to determine how the superseded data were derived.
 TD0414
 TD0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU745182(NAD 83)
 TD0414_MARKER: DB = BENCH MARK DISK
 TD0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0414_STAMPING: ELEV 1523.209 FT F 1
 TD0414_MARK LOGO: CGS   
 TD0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0414+STABILITY: SURFACE MOTION
 TD0414
 TD0414  HISTORY     - Date     Condition        Report By
 TD0414  HISTORY     - UNK      MONUMENTED       CGS
 TD0414  HISTORY     - 1963     GOOD             NGS
 TD0414  HISTORY     - 1982     GOOD             NGS
 TD0414
 TD0414                          STATION DESCRIPTION
 TD0414
 TD0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TD0414'IN PETERSBURG.
 TD0414'AT PETERSBURG, NELSON COUNTY, ON THE GREAT NORTHERN RAILWAY, 103.5
 TD0414'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 98.5 FEET NORTH
 TD0414'OF THE CENTERLINE OF THE MAIN TRACK, 6 FEET NORTH OF THE ROAD
 TD0414'PARALLELING THE TRACK, AND 1.5 FEET SOUTH OF A SNOW FENCE.  A STANDARD
 TD0414'DISK, STAMPED ELEV 1523.209 FT F 1 AND SET IN THE TOP OF A CONCRETE
 TD0414'POST PROJECTING 1 INCH ABOVE GROUND.
 TD0414
 TD0414                          STATION RECOVERY (1982)
 TD0414
 TD0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TD0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0010 ***********************************************************************
 RR0010  DESIGNATION -  F 10
 RR0010  PID         -  RR0010
 RR0010  STATE/COUNTY-  ND/BURLEIGH
 RR0010  USGS QUAD   -  BRADDOCK NW (1975)
 RR0010
 RR0010                         *CURRENT SURVEY CONTROL
 RR0010  ___________________________________________________________________
 RR0010* NAD 83(1986)-  46 39 05.     (N)    100 14 43.     (W)     SCALED    
 RR0010* NAVD 88     -       529.528  (meters)    1737.29   (feet)  ADJUSTED  
 RR0010  ___________________________________________________________________
 RR0010  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 RR0010  DYNAMIC HT  -         529.532 (meters)    1737.31  (feet)  COMP
 RR0010  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 RR0010
 RR0010  VERT ORDER  -  FIRST     CLASS II
 RR0010
 RR0010.The horizontal coordinates were scaled from a topographic map and have
 RR0010.an estimated accuracy of +/- 6 seconds.
 RR0010
 RR0010.The orthometric height was determined by differential leveling
 RR0010.and adjusted by the National Geodetic Survey in June 1991..
 RR0010
 RR0010.The geoid height was determined by GEOID03.
 RR0010
 RR0010.The dynamic height is computed by dividing the NAVD 88
 RR0010.geopotential number by the normal gravity value computed on the
 RR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0010.degrees latitude (g = 980.6199 gals.).
 RR0010
 RR0010.The modeled gravity was interpolated from observed gravity values.
 RR0010
 RR0010;                    North         East    Units  Estimated Accuracy
 RR0010;SPC ND S     -   109,490.      619,500.      MT  (+/- 180 meters Scaled)
 RR0010
 RR0010                          SUPERSEDED SURVEY CONTROL
 RR0010
 RR0010  NGVD 29 (??/??/92)  529.122  (m)         1735.96   (f) ADJ UNCH    1 2
 RR0010
 RR0010.Superseded values are not recommended for survey control.
 RR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0010.See file dsdata.txt to determine how the superseded data were derived.
 RR0010
 RR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS047671(NAD 83)
 RR0010_MARKER: DB = BENCH MARK DISK
 RR0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0010_STAMPING: 1935.961 F 10 1927
 RR0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0010+STABILITY: SURFACE MOTION
 RR0010
 RR0010  HISTORY     - Date     Condition        Report By
 RR0010  HISTORY     - 1927     MONUMENTED       CGS
 RR0010  HISTORY     - 1957     GOOD             NGS
 RR0010  HISTORY     - 1985     GOOD             LOCSUR
 RR0010
 RR0010                          STATION DESCRIPTION
 RR0010
 RR0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0010'3 MI SE FROM MOFFIT.
 RR0010'3 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM MOFFIT,
 RR0010'BURLEIGH COUNTY, ABOUT 2 MILES SOUTHEAST OF THE CROSSING OF
 RR0010'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY, ABOUT 0.3 MILE
 RR0010'NORTH OF A ROAD CROSSING, AT A CURVE BETWEEN TWO LONG TANGENTS, ABOUT
 RR0010'200 FEET SOUTHEAST OF A WHISTLE POST, 47 FEET NORTHWEST OF ANOTHER
 RR0010'WHISTLE POST, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 6
 RR0010'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RR0010'1735.961 F 10 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0010'ABOUT 2 INCHES ABOVE GROUND.
 RR0010
 RR0010                          STATION RECOVERY (1985)
 RR0010
 RR0010'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 RR0010'WHISTLE POST 200 FEET NORTHEAST OF BM WAS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1040 ***********************************************************************
 SN1040  DESIGNATION -  F 10 B 1
 SN1040  PID         -  SN1040
 SN1040  STATE/COUNTY-  ND/MOUNTRAIL
 SN1040  USGS QUAD   -  WABEK (1980)
 SN1040
 SN1040                         *CURRENT SURVEY CONTROL
 SN1040  ___________________________________________________________________
 SN1040* NAD 83(1986)-  47 58 53.     (N)    101 53 37.     (W)     SCALED    
 SN1040* NAVD 88     -       640.448  (meters)    2101.20   (feet)  ADJUSTED  
 SN1040  ___________________________________________________________________
 SN1040  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1040  DYNAMIC HT  -         640.537 (meters)    2101.50  (feet)  COMP
 SN1040  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 SN1040
 SN1040  VERT ORDER  -  SECOND    CLASS 0
 SN1040
 SN1040.The horizontal coordinates were scaled from a topographic map and have
 SN1040.an estimated accuracy of +/- 6 seconds.
 SN1040
 SN1040.The orthometric height was determined by differential leveling
 SN1040.and adjusted by the National Geodetic Survey in June 1991..
 SN1040
 SN1040.The geoid height was determined by GEOID03.
 SN1040
 SN1040.The dynamic height is computed by dividing the NAVD 88
 SN1040.geopotential number by the normal gravity value computed on the
 SN1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1040.degrees latitude (g = 980.6199 gals.).
 SN1040
 SN1040.The modeled gravity was interpolated from observed gravity values.
 SN1040
 SN1040;                    North         East    Units  Estimated Accuracy
 SN1040;SPC ND N     -   110,050.      495,980.      MT  (+/- 180 meters Scaled)
 SN1040
 SN1040                          SUPERSEDED SURVEY CONTROL
 SN1040
 SN1040  NGVD 29 (??/??/92)  640.02   (m)         2099.8    (f) COMPUTED    2 0
 SN1040
 SN1040.Superseded values are not recommended for survey control.
 SN1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1040.See file dsdata.txt to determine how the superseded data were derived.
 SN1040
 SN1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU840182(NAD 83)
 SN1040_MARKER: Z = SEE DESCRIPTION
 SN1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1040_SP_SET: CONCRETE PEDESTAL
 SN1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1040
 SN1040  HISTORY     - Date     Condition        Report By
 SN1040  HISTORY     - UNK      MONUMENTED       DOD
 SN1040  HISTORY     - 1962     GOOD             NGS
 SN1040
 SN1040                          STATION DESCRIPTION
 SN1040
 SN1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1040'5.25 MI NW FROM MAKOTI.
 SN1040'ABOUT 4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1040'AT MAKOTI, THENCE 0.6 MILE SOUTH ALONG A COUNTY ROAD, AT A WIRE GATE,
 SN1040'220 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 18 FEET NORTH
 SN1040'NORTHWEST OF A TREE, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1041 ***********************************************************************
 SN1041  DESIGNATION -  F 10 B 2
 SN1041  PID         -  SN1041
 SN1041  STATE/COUNTY-  ND/MOUNTRAIL
 SN1041  USGS QUAD   -  WABEK (1980)
 SN1041
 SN1041                         *CURRENT SURVEY CONTROL
 SN1041  ___________________________________________________________________
 SN1041* NAD 83(1986)-  47 58 41.     (N)    101 53 34.     (W)     SCALED    
 SN1041* NAVD 88     -       642.413  (meters)    2107.65   (feet)  ADJUSTED  
 SN1041  ___________________________________________________________________
 SN1041  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1041  DYNAMIC HT  -         642.502 (meters)    2107.94  (feet)  COMP
 SN1041  MODELED GRAV-     980,728.4   (mgal)                       NAVD 88
 SN1041
 SN1041  VERT ORDER  -  SECOND    CLASS 0
 SN1041
 SN1041.The horizontal coordinates were scaled from a topographic map and have
 SN1041.an estimated accuracy of +/- 6 seconds.
 SN1041
 SN1041.The orthometric height was determined by differential leveling
 SN1041.and adjusted by the National Geodetic Survey in June 1991..
 SN1041
 SN1041.The geoid height was determined by GEOID03.
 SN1041
 SN1041.The dynamic height is computed by dividing the NAVD 88
 SN1041.geopotential number by the normal gravity value computed on the
 SN1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1041.degrees latitude (g = 980.6199 gals.).
 SN1041
 SN1041.The modeled gravity was interpolated from observed gravity values.
 SN1041
 SN1041;                    North         East    Units  Estimated Accuracy
 SN1041;SPC ND N     -   109,680.      496,030.      MT  (+/- 180 meters Scaled)
 SN1041
 SN1041                          SUPERSEDED SURVEY CONTROL
 SN1041
 SN1041  NGVD 29 (??/??/92)  641.99   (m)         2106.3    (f) COMPUTED    2 0
 SN1041
 SN1041.Superseded values are not recommended for survey control.
 SN1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1041.See file dsdata.txt to determine how the superseded data were derived.
 SN1041
 SN1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU841179(NAD 83)
 SN1041_MARKER: Z = SEE DESCRIPTION
 SN1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1041_SP_SET: CONCRETE PEDESTAL
 SN1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1041
 SN1041  HISTORY     - Date     Condition        Report By
 SN1041  HISTORY     - UNK      MONUMENTED       DOD
 SN1041  HISTORY     - 1962     GOOD             NGS
 SN1041
 SN1041                          STATION DESCRIPTION
 SN1041
 SN1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1041'5.45 MI NW FROM MAKOTI.
 SN1041'ABOUT 4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1041'AT MAKOTI, THENCE 0.8 MILE SOUTH ALONG A COUNTY ROAD, NEAR THE
 SN1041'INTERSECTION OF STATE HIGHWAY 23, 300 NORTHEAST OF THE CENTERLINE OF
 SN1041'THE INTERSECTION, 72 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1041'ROAD, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH A TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1044 ***********************************************************************
 SN1044  DESIGNATION -  F 10 Z
 SN1044  PID         -  SN1044
 SN1044  STATE/COUNTY-  ND/MOUNTRAIL
 SN1044  USGS QUAD   -  WABEK (1980)
 SN1044
 SN1044                         *CURRENT SURVEY CONTROL
 SN1044  ___________________________________________________________________
 SN1044* NAD 83(1986)-  47 58 19.     (N)    101 53 35.     (W)     SCALED    
 SN1044* NAVD 88     -       642.818  (meters)    2108.98   (feet)  ADJUSTED  
 SN1044  ___________________________________________________________________
 SN1044  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1044  DYNAMIC HT  -         642.907 (meters)    2109.27  (feet)  COMP
 SN1044  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SN1044
 SN1044  VERT ORDER  -  SECOND    CLASS 0
 SN1044
 SN1044.The horizontal coordinates were scaled from a topographic map and have
 SN1044.an estimated accuracy of +/- 6 seconds.
 SN1044
 SN1044.The orthometric height was determined by differential leveling
 SN1044.and adjusted by the National Geodetic Survey in June 1991..
 SN1044
 SN1044.The geoid height was determined by GEOID03.
 SN1044
 SN1044.The dynamic height is computed by dividing the NAVD 88
 SN1044.geopotential number by the normal gravity value computed on the
 SN1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1044.degrees latitude (g = 980.6199 gals.).
 SN1044
 SN1044.The modeled gravity was interpolated from observed gravity values.
 SN1044
 SN1044;                    North         East    Units  Estimated Accuracy
 SN1044;SPC ND N     -   109,000.      496,000.      MT  (+/- 180 meters Scaled)
 SN1044
 SN1044                          SUPERSEDED SURVEY CONTROL
 SN1044
 SN1044  NGVD 29 (??/??/92)  642.39   (m)         2107.6    (f) COMPUTED    2 0
 SN1044
 SN1044.Superseded values are not recommended for survey control.
 SN1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1044.See file dsdata.txt to determine how the superseded data were derived.
 SN1044
 SN1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU840172(NAD 83)
 SN1044_MARKER: DS = TRIANGULATION STATION DISK
 SN1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1044_STAMPING: F 10 Z 1962
 SN1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1044+STABILITY: SURFACE MOTION
 SN1044
 SN1044  HISTORY     - Date     Condition        Report By
 SN1044  HISTORY     - 1962     MONUMENTED       CGS
 SN1044
 SN1044                          STATION DESCRIPTION
 SN1044
 SN1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1044'5.9 MI NW FROM MAKOTI.
 SN1044'ABOUT 4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1044'AT MAKOTI, THENCE 1.25 MILE SOUTH ALONG A COUNTY ROAD, THIS IS ABOUT
 SN1044'0.35 MILE SOUTH OF THE JUNCTION OF THE COUNTY ROAD AND STATE HIGHWAY
 SN1044'23, ACROSS THE ROAD FROM A ROAD TO A FARM HOUSE, 112 FEET EAST
 SN1044'NORTHEAST AND ACROSS THE ROAD FROM RM 1, 40 FEET EAST OF THE
 SN1044'CENTERLINE OF THE ROAD, 262 FEET SOUTH SOUTHEAST AND ACROSS THE ROAD
 SN1044'FROM RM 2, 3.6 FEET NORTH OF A TELEPHONE POLE, 3.4 FEET NORTHEAST OF A
 SN1044'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A
 SN1044'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1045 ***********************************************************************
 SN1045  DESIGNATION -  F 10 Z RM 1
 SN1045  PID         -  SN1045
 SN1045  STATE/COUNTY-  ND/MOUNTRAIL
 SN1045  USGS QUAD   -  WABEK (1980)
 SN1045
 SN1045                         *CURRENT SURVEY CONTROL
 SN1045  ___________________________________________________________________
 SN1045* NAD 83(1986)-  47 58 19.     (N)    101 53 38.     (W)     SCALED    
 SN1045* NAVD 88     -       642.775  (meters)    2108.84   (feet)  ADJUSTED  
 SN1045  ___________________________________________________________________
 SN1045  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1045  DYNAMIC HT  -         642.864 (meters)    2109.13  (feet)  COMP
 SN1045  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SN1045
 SN1045  VERT ORDER  -  SECOND    CLASS 0
 SN1045
 SN1045.The horizontal coordinates were scaled from a topographic map and have
 SN1045.an estimated accuracy of +/- 6 seconds.
 SN1045
 SN1045.The orthometric height was determined by differential leveling
 SN1045.and adjusted by the National Geodetic Survey in June 1991..
 SN1045
 SN1045.The geoid height was determined by GEOID03.
 SN1045
 SN1045.The dynamic height is computed by dividing the NAVD 88
 SN1045.geopotential number by the normal gravity value computed on the
 SN1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1045.degrees latitude (g = 980.6199 gals.).
 SN1045
 SN1045.The modeled gravity was interpolated from observed gravity values.
 SN1045
 SN1045;                    North         East    Units  Estimated Accuracy
 SN1045;SPC ND N     -   109,000.      495,940.      MT  (+/- 180 meters Scaled)
 SN1045
 SN1045                          SUPERSEDED SURVEY CONTROL
 SN1045
 SN1045  NGVD 29 (??/??/92)  642.35   (m)         2107.4    (f) COMPUTED    2 0
 SN1045
 SN1045.Superseded values are not recommended for survey control.
 SN1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1045.See file dsdata.txt to determine how the superseded data were derived.
 SN1045
 SN1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU840172(NAD 83)
 SN1045_MARKER: DR = REFERENCE MARK DISK
 SN1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1045_STAMPING: F10Z NO 1 1962
 SN1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1045+STABILITY: SURFACE MOTION
 SN1045
 SN1045  HISTORY     - Date     Condition        Report By
 SN1045  HISTORY     - 1962     MONUMENTED       CGS
 SN1045
 SN1045                          STATION DESCRIPTION
 SN1045
 SN1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1045'5.9 MI NW FROM MAKOTI.
 SN1045'ABOUT 4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1045'AT MAKOTI, THENCE 1.25 MILE SOUTH ALONG A COUNTY ROAD, THIS IS 0.35
 SN1045'MILE SOUTH OF THE JUNCTION OF THE COUNTY ROAD AND STATE HIGHWAY 23, AT
 SN1045'A DRIVE TO A FARM HOUSE, 112 FEET WEST SOUTHWEST AND ACROSS THE ROAD
 SN1045'FROM THE STATION MARK, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, 31
 SN1045'FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 7 FEET WEST OF A POWER
 SN1045'POLE, ABOUT 2 FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A
 SN1045'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1043 ***********************************************************************
 SN1043  DESIGNATION -  F 10 Z RM 2
 SN1043  PID         -  SN1043
 SN1043  STATE/COUNTY-  ND/MOUNTRAIL
 SN1043  USGS QUAD   -  WABEK (1980)
 SN1043
 SN1043                         *CURRENT SURVEY CONTROL
 SN1043  ___________________________________________________________________
 SN1043* NAD 83(1986)-  47 58 20.     (N)    101 53 37.     (W)     SCALED    
 SN1043* NAVD 88     -       639.579  (meters)    2098.35   (feet)  ADJUSTED  
 SN1043  ___________________________________________________________________
 SN1043  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1043  DYNAMIC HT  -         639.667 (meters)    2098.64  (feet)  COMP
 SN1043  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SN1043
 SN1043  VERT ORDER  -  SECOND    CLASS 0
 SN1043
 SN1043.The horizontal coordinates were scaled from a topographic map and have
 SN1043.an estimated accuracy of +/- 6 seconds.
 SN1043
 SN1043.The orthometric height was determined by differential leveling
 SN1043.and adjusted by the National Geodetic Survey in June 1991..
 SN1043
 SN1043.The geoid height was determined by GEOID03.
 SN1043
 SN1043.The dynamic height is computed by dividing the NAVD 88
 SN1043.geopotential number by the normal gravity value computed on the
 SN1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1043.degrees latitude (g = 980.6199 gals.).
 SN1043
 SN1043.The modeled gravity was interpolated from observed gravity values.
 SN1043
 SN1043;                    North         East    Units  Estimated Accuracy
 SN1043;SPC ND N     -   109,030.      495,960.      MT  (+/- 180 meters Scaled)
 SN1043
 SN1043                          SUPERSEDED SURVEY CONTROL
 SN1043
 SN1043  NGVD 29 (??/??/92)  639.15   (m)         2096.9    (f) COMPUTED    2 0
 SN1043
 SN1043.Superseded values are not recommended for survey control.
 SN1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1043.See file dsdata.txt to determine how the superseded data were derived.
 SN1043
 SN1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU840172(NAD 83)
 SN1043_MARKER: DR = REFERENCE MARK DISK
 SN1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1043_STAMPING: F 10 Z NO 2 1962
 SN1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1043+STABILITY: SURFACE MOTION
 SN1043
 SN1043  HISTORY     - Date     Condition        Report By
 SN1043  HISTORY     - 1962     MONUMENTED       CGS
 SN1043
 SN1043                          STATION DESCRIPTION
 SN1043
 SN1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1043'5.9 MI NW FROM MAKOTI.
 SN1043'ABOUT 4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1043'AT MAKOTI, THENCE 1.25 MILE SOUTH ALONG A COUNTY ROAD, THIS IS ABOUT
 SN1043'0.35 MILE SOUTH OF THE JUNCTION OF THE COUNTY ROAD WITH STATE HIGHWAY
 SN1043'23, AT THE EDGE OF A GROVE OF TREES, 42 FEET WEST OF THE CENTERLINE OF
 SN1043'THE ROAD, 3 FEET EAST OF A POWER POLE, ABOUT 4 FEET LOWER THAN THE
 SN1043'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0396 ***********************************************************************
 RR0396  DESIGNATION -  F 100
 RR0396  PID         -  RR0396
 RR0396  STATE/COUNTY-  ND/GRANT
 RR0396  USGS QUAD   -  HEIL (1980)
 RR0396
 RR0396                         *CURRENT SURVEY CONTROL
 RR0396  ___________________________________________________________________
 RR0396* NAD 83(1986)-  46 23 32.     (N)    101 41 54.     (W)     SCALED    
 RR0396* NAVD 88     -       692.971  (meters)    2273.52   (feet)  ADJUSTED  
 RR0396  ___________________________________________________________________
 RR0396  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 RR0396  DYNAMIC HT  -         692.930 (meters)    2273.39  (feet)  COMP
 RR0396  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 RR0396
 RR0396  VERT ORDER  -  SECOND    CLASS 0
 RR0396
 RR0396.The horizontal coordinates were scaled from a topographic map and have
 RR0396.an estimated accuracy of +/- 6 seconds.
 RR0396
 RR0396.The orthometric height was determined by differential leveling
 RR0396.and adjusted by the National Geodetic Survey in June 1991..
 RR0396
 RR0396.The geoid height was determined by GEOID03.
 RR0396
 RR0396.The dynamic height is computed by dividing the NAVD 88
 RR0396.geopotential number by the normal gravity value computed on the
 RR0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0396.degrees latitude (g = 980.6199 gals.).
 RR0396
 RR0396.The modeled gravity was interpolated from observed gravity values.
 RR0396
 RR0396;                    North         East    Units  Estimated Accuracy
 RR0396;SPC ND S     -    81,350.      507,840.      MT  (+/- 180 meters Scaled)
 RR0396
 RR0396                          SUPERSEDED SURVEY CONTROL
 RR0396
 RR0396  NGVD 29 (??/??/92)  692.466  (m)         2271.87   (f) ADJ UNCH    2 0
 RR0396
 RR0396.Superseded values are not recommended for survey control.
 RR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0396.See file dsdata.txt to determine how the superseded data were derived.
 RR0396
 RR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS925411(NAD 83)
 RR0396_MARKER: DB = BENCH MARK DISK
 RR0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0396_STAMPING: F-100 -- 1934
 RR0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0396+STABILITY: SURFACE MOTION
 RR0396
 RR0396  HISTORY     - Date     Condition        Report By
 RR0396  HISTORY     - 1934     MONUMENTED       CGS
 RR0396  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 RR0396
 RR0396                          STATION DESCRIPTION
 RR0396
 RR0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0396'IN HEIL.
 RR0396'AT HEIL.  0.2 OF MILE EAST OF M.P.NO.60.  50 YARDS EAST OF CENTERLINE
 RR0396'OF MAIN STREET THAT CROSSES THE TRACK.  246.3 FEET NORTHEAST OF
 RR0396'NORTHEAST CORNER OF THE STATION.  146 FEET NORTH OF NORTH RAIL.  1.5
 RR0396'FEET SOUTH OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF CONCRETE
 RR0396'POST 6 INCHES HIGH.
 RR0396
 RR0396                          STATION RECOVERY (1972)
 RR0396
 RR0396'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 RR0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0299 ***********************************************************************
 RR0299  DESIGNATION -  F 11
 RR0299  PID         -  RR0299
 RR0299  STATE/COUNTY-  ND/BURLEIGH
 RR0299  USGS QUAD   -  BURNT BUTTE (1979)
 RR0299
 RR0299                         *CURRENT SURVEY CONTROL
 RR0299  ___________________________________________________________________
 RR0299* NAD 83(1986)-  46 57 21.     (N)    100 45 42.     (W)     SCALED    
 RR0299* NAVD 88     -       556.980  (meters)    1827.36   (feet)  ADJUSTED  
 RR0299  ___________________________________________________________________
 RR0299  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0299  DYNAMIC HT  -         556.986 (meters)    1827.38  (feet)  COMP
 RR0299  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 RR0299
 RR0299  VERT ORDER  -  FIRST     CLASS II
 RR0299
 RR0299.The horizontal coordinates were scaled from a topographic map and have
 RR0299.an estimated accuracy of +/- 6 seconds.
 RR0299
 RR0299.The orthometric height was determined by differential leveling
 RR0299.and adjusted by the National Geodetic Survey in June 1991..
 RR0299
 RR0299.The geoid height was determined by GEOID03.
 RR0299
 RR0299.The dynamic height is computed by dividing the NAVD 88
 RR0299.geopotential number by the normal gravity value computed on the
 RR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0299.degrees latitude (g = 980.6199 gals.).
 RR0299
 RR0299.The modeled gravity was interpolated from observed gravity values.
 RR0299
 RR0299;                    North         East    Units  Estimated Accuracy
 RR0299;SPC ND S     -   143,330.      580,080.      MT  (+/- 180 meters Scaled)
 RR0299
 RR0299                          SUPERSEDED SURVEY CONTROL
 RR0299
 RR0299  NGVD 29 (??/??/92)  556.552  (m)         1825.95   (f) ADJ UNCH    1 2
 RR0299
 RR0299.Superseded values are not recommended for survey control.
 RR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0299.See file dsdata.txt to determine how the superseded data were derived.
 RR0299
 RR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT659017(NAD 83)
 RR0299_MARKER: DB = BENCH MARK DISK
 RR0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0299_STAMPING: F 11 1927 1825.790
 RR0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0299+STABILITY: SURFACE MOTION
 RR0299
 RR0299  HISTORY     - Date     Condition        Report By
 RR0299  HISTORY     - 1927     MONUMENTED       CGS
 RR0299  HISTORY     - 1962     GOOD             NGS
 RR0299  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0299
 RR0299                          STATION DESCRIPTION
 RR0299
 RR0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RR0299'5.1 MI S FROM BALDWIN.
 RR0299'ABOUT 5.1 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0299'STATION AT BALDWIN, 13 POLE NORTH OF MILEPOST 548, 5 POLES NORTH OF A
 RR0299'ROAD CROSSING, AT THE SOUTH END OF A CUT, 83 FEET EAST NORTHEAST AND
 RR0299'ACROSS THE TRACK FROM THE 13TH POLE NORTH OF THE MILEPOST, 36.5 FEET
 RR0299'EAST OF THE EAST RAIL, 9.2 FEET WEST OF A FENCE LINE, 1.5 FEET SOUTH
 RR0299'OF A WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK, SET IN THE TOP OF A
 RR0299'CONCRETE POST PROJECTING 0.3 FOOT.
 RR0299
 RR0299                          STATION RECOVERY (1982)
 RR0299
 RR0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1406 ***********************************************************************
 SN1406  DESIGNATION -  F 11 B 1
 SN1406  PID         -  SN1406
 SN1406  STATE/COUNTY-  ND/WARD
 SN1406  USGS QUAD   -  MAKOTI (1980)
 SN1406
 SN1406                         *CURRENT SURVEY CONTROL
 SN1406  ___________________________________________________________________
 SN1406* NAD 83(1986)-  47 58 39.     (N)    101 47 19.     (W)     SCALED    
 SN1406* NAVD 88     -       634.492  (meters)    2081.66   (feet)  ADJUSTED  
 SN1406  ___________________________________________________________________
 SN1406  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 SN1406  DYNAMIC HT  -         634.578 (meters)    2081.94  (feet)  COMP
 SN1406  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 SN1406
 SN1406  VERT ORDER  -  SECOND    CLASS 0
 SN1406
 SN1406.The horizontal coordinates were scaled from a topographic map and have
 SN1406.an estimated accuracy of +/- 6 seconds.
 SN1406
 SN1406.The orthometric height was determined by differential leveling
 SN1406.and adjusted by the National Geodetic Survey in June 1991..
 SN1406
 SN1406.The geoid height was determined by GEOID03.
 SN1406
 SN1406.The dynamic height is computed by dividing the NAVD 88
 SN1406.geopotential number by the normal gravity value computed on the
 SN1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1406.degrees latitude (g = 980.6199 gals.).
 SN1406
 SN1406.The modeled gravity was interpolated from observed gravity values.
 SN1406
 SN1406;                    North         East    Units  Estimated Accuracy
 SN1406;SPC ND N     -   109,480.      503,810.      MT  (+/- 180 meters Scaled)
 SN1406
 SN1406                          SUPERSEDED SURVEY CONTROL
 SN1406
 SN1406  NGVD 29 (??/??/92)  634.07   (m)         2080.3    (f) COMPUTED    2 0
 SN1406
 SN1406.Superseded values are not recommended for survey control.
 SN1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1406.See file dsdata.txt to determine how the superseded data were derived.
 SN1406
 SN1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU919175(NAD 83)
 SN1406_MARKER: Z = SEE DESCRIPTION
 SN1406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1406_SP_SET: CONCRETE PEDESTAL
 SN1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1406
 SN1406  HISTORY     - Date     Condition        Report By
 SN1406  HISTORY     - UNK      MONUMENTED       DOD
 SN1406  HISTORY     - 1962     GOOD             NGS
 SN1406  HISTORY     - 1963     GOOD             NGS
 SN1406
 SN1406                          STATION DESCRIPTION
 SN1406
 SN1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1406'2.2 MI NE FROM MAKOTI.
 SN1406'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN1406'STATION AT MAKOTI, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SN1406'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST ALONG STATE
 SN1406'HIGHWAY 23, 1066 FEET EAST-NORTHEAST OF SITE F 11, 98 FEET SOUTH OF
 SN1406'THE CENTERLINE OF THE HIGHWAY, 38 FEET WEST OF A POWER POLE, ABOUT
 SN1406'LEVEL WITH THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SN1406'TRIBRACH.
 SN1406
 SN1406                          STATION RECOVERY (1963)
 SN1406
 SN1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1405 ***********************************************************************
 SN1405  DESIGNATION -  F 11 B 2
 SN1405  PID         -  SN1405
 SN1405  STATE/COUNTY-  ND/WARD
 SN1405  USGS QUAD   -  MAKOTI (1980)
 SN1405
 SN1405                         *CURRENT SURVEY CONTROL
 SN1405  ___________________________________________________________________
 SN1405* NAD 83(1986)-  47 58 27.     (N)    101 47 20.     (W)     SCALED    
 SN1405* NAVD 88     -       632.236  (meters)    2074.26   (feet)  ADJUSTED  
 SN1405  ___________________________________________________________________
 SN1405  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 SN1405  DYNAMIC HT  -         632.322 (meters)    2074.54  (feet)  COMP
 SN1405  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 SN1405
 SN1405  VERT ORDER  -  SECOND    CLASS 0
 SN1405
 SN1405.The horizontal coordinates were scaled from a topographic map and have
 SN1405.an estimated accuracy of +/- 6 seconds.
 SN1405
 SN1405.The orthometric height was determined by differential leveling
 SN1405.and adjusted by the National Geodetic Survey in June 1991..
 SN1405
 SN1405.The geoid height was determined by GEOID03.
 SN1405
 SN1405.The dynamic height is computed by dividing the NAVD 88
 SN1405.geopotential number by the normal gravity value computed on the
 SN1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1405.degrees latitude (g = 980.6199 gals.).
 SN1405
 SN1405.The modeled gravity was interpolated from observed gravity values.
 SN1405
 SN1405;                    North         East    Units  Estimated Accuracy
 SN1405;SPC ND N     -   109,110.      503,780.      MT  (+/- 180 meters Scaled)
 SN1405
 SN1405                          SUPERSEDED SURVEY CONTROL
 SN1405
 SN1405  NGVD 29 (??/??/92)  631.82   (m)         2072.9    (f) COMPUTED    2 0
 SN1405
 SN1405.Superseded values are not recommended for survey control.
 SN1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1405.See file dsdata.txt to determine how the superseded data were derived.
 SN1405
 SN1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU918171(NAD 83)
 SN1405_MARKER: Z = SEE DESCRIPTION
 SN1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1405_SP_SET: CONCRETE PEDESTAL
 SN1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1405
 SN1405  HISTORY     - Date     Condition        Report By
 SN1405  HISTORY     - UNK      MONUMENTED       DOD
 SN1405  HISTORY     - 1962     GOOD             NGS
 SN1405  HISTORY     - 1963     GOOD             NGS
 SN1405
 SN1405                          STATION DESCRIPTION
 SN1405
 SN1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1405'2.05 MI NE FROM MAKOTI.
 SN1405'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN1405'STATION AT MAKOTI, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SN1405'0.8 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.15 MILE WEST ACROSS A
 SN1405'FIELD, 1071 FEET SOUTHEAST OF SITE F 11, A 1 1/2 X 4 FOOT CONCRETE
 SN1405'PEDESTAL WITH TRIBRACH.
 SN1405
 SN1405                          STATION RECOVERY (1963)
 SN1405
 SN1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1408 ***********************************************************************
 SN1408  DESIGNATION -  F 11 Z
 SN1408  PID         -  SN1408
 SN1408  STATE/COUNTY-  ND/WARD
 SN1408  USGS QUAD   -  MAKOTI (1980)
 SN1408
 SN1408                         *CURRENT SURVEY CONTROL
 SN1408  ___________________________________________________________________
 SN1408* NAD 83(1986)-  47 58 38.     (N)    101 46 48.     (W)     SCALED    
 SN1408* NAVD 88     -       634.914  (meters)    2083.05   (feet)  ADJUSTED  
 SN1408  ___________________________________________________________________
 SN1408  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1408  DYNAMIC HT  -         635.000 (meters)    2083.33  (feet)  COMP
 SN1408  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 SN1408
 SN1408  VERT ORDER  -  SECOND    CLASS 0
 SN1408
 SN1408.The horizontal coordinates were scaled from a topographic map and have
 SN1408.an estimated accuracy of +/- 6 seconds.
 SN1408
 SN1408.The orthometric height was determined by differential leveling
 SN1408.and adjusted by the National Geodetic Survey in June 1991..
 SN1408
 SN1408.The geoid height was determined by GEOID03.
 SN1408
 SN1408.The dynamic height is computed by dividing the NAVD 88
 SN1408.geopotential number by the normal gravity value computed on the
 SN1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1408.degrees latitude (g = 980.6199 gals.).
 SN1408
 SN1408.The modeled gravity was interpolated from observed gravity values.
 SN1408
 SN1408;                    North         East    Units  Estimated Accuracy
 SN1408;SPC ND N     -   109,440.      504,450.      MT  (+/- 180 meters Scaled)
 SN1408
 SN1408                          SUPERSEDED SURVEY CONTROL
 SN1408
 SN1408  NGVD 29 (??/??/92)  634.50   (m)         2081.7    (f) COMPUTED    2 0
 SN1408
 SN1408.Superseded values are not recommended for survey control.
 SN1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1408.See file dsdata.txt to determine how the superseded data were derived.
 SN1408
 SN1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU925175(NAD 83)
 SN1408_MARKER: DS = TRIANGULATION STATION DISK
 SN1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1408_STAMPING: F 11 Z 1962
 SN1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1408+STABILITY: SURFACE MOTION
 SN1408
 SN1408  HISTORY     - Date     Condition        Report By
 SN1408  HISTORY     - 1962     MONUMENTED       CGS
 SN1408
 SN1408                          STATION DESCRIPTION
 SN1408
 SN1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1408'2.4 MI NE FROM MAKOTI.
 SN1408'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN1408'STATION AT MAKOTI, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SN1408'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG STATE
 SN1408'HIGHWAY 23, SOUTH AND ACROSS THE HIGHWAY FROM A FARMHOUSE, 103 FEET
 SN1408'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59.0 FEET WEST-SOUTHWEST OF
 SN1408'R.M. 1, 56.0 FEET SOUTHEAST OF R.M. 2, 6.5 FEET EAST OF A POWER POLE
 SN1408'BRACED BY TWO GUY WIRES, 6 FEET EAST-SOUTHEAST OF A WITNESS POST,
 SN1408'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1408'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1409 ***********************************************************************
 SN1409  DESIGNATION -  F 11 Z RM 1
 SN1409  PID         -  SN1409
 SN1409  STATE/COUNTY-  ND/WARD
 SN1409  USGS QUAD   -  MAKOTI (1980)
 SN1409
 SN1409                         *CURRENT SURVEY CONTROL
 SN1409  ___________________________________________________________________
 SN1409* NAD 83(1986)-  47 58 38.     (N)    101 46 47.     (W)     SCALED    
 SN1409* NAVD 88     -       634.884  (meters)    2082.95   (feet)  ADJUSTED  
 SN1409  ___________________________________________________________________
 SN1409  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1409  DYNAMIC HT  -         634.970 (meters)    2083.23  (feet)  COMP
 SN1409  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 SN1409
 SN1409  VERT ORDER  -  SECOND    CLASS 0
 SN1409
 SN1409.The horizontal coordinates were scaled from a topographic map and have
 SN1409.an estimated accuracy of +/- 6 seconds.
 SN1409
 SN1409.The orthometric height was determined by differential leveling
 SN1409.and adjusted by the National Geodetic Survey in June 1991..
 SN1409
 SN1409.The geoid height was determined by GEOID03.
 SN1409
 SN1409.The dynamic height is computed by dividing the NAVD 88
 SN1409.geopotential number by the normal gravity value computed on the
 SN1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1409.degrees latitude (g = 980.6199 gals.).
 SN1409
 SN1409.The modeled gravity was interpolated from observed gravity values.
 SN1409
 SN1409;                    North         East    Units  Estimated Accuracy
 SN1409;SPC ND N     -   109,440.      504,470.      MT  (+/- 180 meters Scaled)
 SN1409
 SN1409                          SUPERSEDED SURVEY CONTROL
 SN1409
 SN1409  NGVD 29 (??/??/92)  634.47   (m)         2081.6    (f) COMPUTED    2 0
 SN1409
 SN1409.Superseded values are not recommended for survey control.
 SN1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1409.See file dsdata.txt to determine how the superseded data were derived.
 SN1409
 SN1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU925175(NAD 83)
 SN1409_MARKER: DR = REFERENCE MARK DISK
 SN1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1409_STAMPING: F 11 Z NO 1 1962
 SN1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1409+STABILITY: SURFACE MOTION
 SN1409
 SN1409  HISTORY     - Date     Condition        Report By
 SN1409  HISTORY     - 1962     MONUMENTED       CGS
 SN1409
 SN1409                          STATION DESCRIPTION
 SN1409
 SN1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1409'2.4 MI NE FROM MAKOTI.
 SN1409'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN1409'STATION AT MAKOTI, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SN1409'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG STATE
 SN1409'HIGHWAY 23, 90 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 108.0 FEET
 SN1409'EAST-SOUTHEAST OF R.M. 2, 59.0 FEET EAST-NORTHEAST OF THE STATION F 11
 SN1409'Z 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1407 ***********************************************************************
 SN1407  DESIGNATION -  F 11 Z RM 2
 SN1407  PID         -  SN1407
 SN1407  STATE/COUNTY-  ND/WARD
 SN1407  USGS QUAD   -  MAKOTI (1980)
 SN1407
 SN1407                         *CURRENT SURVEY CONTROL
 SN1407  ___________________________________________________________________
 SN1407* NAD 83(1986)-  47 58 39.     (N)    101 46 49.     (W)     SCALED    
 SN1407* NAVD 88     -       634.609  (meters)    2082.05   (feet)  ADJUSTED  
 SN1407  ___________________________________________________________________
 SN1407  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1407  DYNAMIC HT  -         634.696 (meters)    2082.33  (feet)  COMP
 SN1407  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 SN1407
 SN1407  VERT ORDER  -  SECOND    CLASS 0
 SN1407
 SN1407.The horizontal coordinates were scaled from a topographic map and have
 SN1407.an estimated accuracy of +/- 6 seconds.
 SN1407
 SN1407.The orthometric height was determined by differential leveling
 SN1407.and adjusted by the National Geodetic Survey in June 1991..
 SN1407
 SN1407.The geoid height was determined by GEOID03.
 SN1407
 SN1407.The dynamic height is computed by dividing the NAVD 88
 SN1407.geopotential number by the normal gravity value computed on the
 SN1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1407.degrees latitude (g = 980.6199 gals.).
 SN1407
 SN1407.The modeled gravity was interpolated from observed gravity values.
 SN1407
 SN1407;                    North         East    Units  Estimated Accuracy
 SN1407;SPC ND N     -   109,470.      504,430.      MT  (+/- 180 meters Scaled)
 SN1407
 SN1407                          SUPERSEDED SURVEY CONTROL
 SN1407
 SN1407  NGVD 29 (??/??/92)  634.20   (m)         2080.7    (f) COMPUTED    2 0
 SN1407
 SN1407.Superseded values are not recommended for survey control.
 SN1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1407.See file dsdata.txt to determine how the superseded data were derived.
 SN1407
 SN1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU925175(NAD 83)
 SN1407_MARKER: DR = REFERENCE MARK DISK
 SN1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1407_STAMPING: F 11 Z NO 2 1962
 SN1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1407+STABILITY: SURFACE MOTION
 SN1407
 SN1407  HISTORY     - Date     Condition        Report By
 SN1407  HISTORY     - 1962     MONUMENTED       CGS
 SN1407
 SN1407                          STATION DESCRIPTION
 SN1407
 SN1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1407'2.4 MI NE FROM MAKOTI.
 SN1407'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN1407'STATION AT MAKOTI, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SN1407'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG STATE
 SN1407'HIGHWAY 23, 72 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 108.0 FEET
 SN1407'WEST-NORTHWEST OF R.M. 1, 56.0 FEET NORTHWEST OF F 11 Z 1962, AND SET
 SN1407'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0583 ***********************************************************************
 SL0583  DESIGNATION -  F 117
 SL0583  PID         -  SL0583
 SL0583  STATE/COUNTY-  ND/CASS
 SL0583  USGS QUAD   -  PAGE SE (1967)
 SL0583
 SL0583                         *CURRENT SURVEY CONTROL
 SL0583  ___________________________________________________________________
 SL0583* NAD 83(1986)-  47 06 31.     (N)    097 34 42.     (W)     SCALED    
 SL0583* NAVD 88     -       357.202  (meters)    1171.92   (feet)  ADJUSTED  
 SL0583  ___________________________________________________________________
 SL0583  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 SL0583  DYNAMIC HT  -         357.238 (meters)    1172.04  (feet)  COMP
 SL0583  MODELED GRAV-     980,704.3   (mgal)                       NAVD 88
 SL0583
 SL0583  VERT ORDER  -  SECOND    CLASS 0
 SL0583
 SL0583.The horizontal coordinates were scaled from a topographic map and have
 SL0583.an estimated accuracy of +/- 6 seconds.
 SL0583
 SL0583.The orthometric height was determined by differential leveling
 SL0583.and adjusted by the National Geodetic Survey in June 1991..
 SL0583
 SL0583.The geoid height was determined by GEOID03.
 SL0583
 SL0583.The dynamic height is computed by dividing the NAVD 88
 SL0583.geopotential number by the normal gravity value computed on the
 SL0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0583.degrees latitude (g = 980.6199 gals.).
 SL0583
 SL0583.The modeled gravity was interpolated from observed gravity values.
 SL0583
 SL0583;                    North         East    Units  Estimated Accuracy
 SL0583;SPC ND S     -   164,410.      821,700.      MT  (+/- 180 meters Scaled)
 SL0583
 SL0583                          SUPERSEDED SURVEY CONTROL
 SL0583
 SL0583  NGVD 29 (??/??/92)  356.83   (m)         1170.7    (f) COMPUTED    2 0
 SL0583
 SL0583.Superseded values are not recommended for survey control.
 SL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0583.See file dsdata.txt to determine how the superseded data were derived.
 SL0583
 SL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT078182(NAD 83)
 SL0583_MARKER: DB = BENCH MARK DISK
 SL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0583_STAMPING: F-117 1934
 SL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0583+STABILITY: SURFACE MOTION
 SL0583
 SL0583  HISTORY     - Date     Condition        Report By
 SL0583  HISTORY     - 1934     MONUMENTED       CGS
 SL0583
 SL0583                          STATION DESCRIPTION
 SL0583
 SL0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0583'3.7 MI S FROM PAGE.
 SL0583'3.7 MILES SOUTH OF DEPOT AT PAGE.  ALONG STATE HIGHWAY NO. 38 AT
 SL0583'CROSSROADS.  SET IN POST 1 FOOT BELOW HIGHWAY LEVEL, 40 FEET NORTH OF
 SL0583'CENTER LINE OF CROSSROAD AND 33 FEET EAST OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0655 ***********************************************************************
 SM0655  DESIGNATION -  F 118
 SM0655  PID         -  SM0655
 SM0655  STATE/COUNTY-  ND/NELSON
 SM0655  USGS QUAD   -  HAMAR (1962)
 SM0655
 SM0655                         *CURRENT SURVEY CONTROL
 SM0655  ___________________________________________________________________
 SM0655* NAD 83(1986)-  47 50 33.     (N)    098 31 32.     (W)     SCALED    
 SM0655* NAVD 88     -       445.719  (meters)    1462.33   (feet)  ADJUSTED  
 SM0655  ___________________________________________________________________
 SM0655  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0655  DYNAMIC HT  -         445.787 (meters)    1462.55  (feet)  COMP
 SM0655  MODELED GRAV-     980,751.7   (mgal)                       NAVD 88
 SM0655
 SM0655  VERT ORDER  -  SECOND    CLASS 0
 SM0655
 SM0655.The horizontal coordinates were scaled from a topographic map and have
 SM0655.an estimated accuracy of +/- 6 seconds.
 SM0655
 SM0655.The orthometric height was determined by differential leveling
 SM0655.and adjusted by the National Geodetic Survey in June 1991..
 SM0655
 SM0655.The geoid height was determined by GEOID03.
 SM0655
 SM0655.The dynamic height is computed by dividing the NAVD 88
 SM0655.geopotential number by the normal gravity value computed on the
 SM0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0655.degrees latitude (g = 980.6199 gals.).
 SM0655
 SM0655.The modeled gravity was interpolated from observed gravity values.
 SM0655
 SM0655;                    North         East    Units  Estimated Accuracy
 SM0655;SPC ND N     -    95,560.      747,770.      MT  (+/- 180 meters Scaled)
 SM0655
 SM0655                          SUPERSEDED SURVEY CONTROL
 SM0655
 SM0655  NGVD 29 (??/??/92)  445.362  (m)         1461.16   (f) ADJ UNCH    2 0
 SM0655
 SM0655.Superseded values are not recommended for survey control.
 SM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0655.See file dsdata.txt to determine how the superseded data were derived.
 SM0655
 SM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT354989(NAD 83)
 SM0655_MARKER: DB = BENCH MARK DISK
 SM0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0655_STAMPING: F-118 1934
 SM0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0655+STABILITY: SURFACE MOTION
 SM0655
 SM0655  HISTORY     - Date     Condition        Report By
 SM0655  HISTORY     - 1934     MONUMENTED       CGS
 SM0655
 SM0655                          STATION DESCRIPTION
 SM0655
 SM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0655'2.4 MI E FROM HAMAR.
 SM0655'2.4 MILES EAST OF HAMAR, SCHOOL.  ALONG GREAT NORTHERN RAILROAD, 1
 SM0655'POLE WEST OF MILEPOST 95, SET IN CONCRETE POST 6 FEET SOUTH OF POLE,
 SM0655'39 FEET NORTH OF THE TRACK, 4 FEET BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0720 ***********************************************************************
 SM0720  DESIGNATION -  F 120
 SM0720  PID         -  SM0720
 SM0720  STATE/COUNTY-  ND/EDDY
 SM0720  USGS QUAD   -  LAKE COE (1961)
 SM0720
 SM0720                         *CURRENT SURVEY CONTROL
 SM0720  ___________________________________________________________________
 SM0720* NAD 83(1986)-  47 41 18.     (N)    098 41 55.     (W)     SCALED    
 SM0720* NAVD 88     -       463.904  (meters)    1521.99   (feet)  ADJUSTED  
 SM0720  ___________________________________________________________________
 SM0720  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM0720  DYNAMIC HT  -         463.963 (meters)    1522.19  (feet)  COMP
 SM0720  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SM0720
 SM0720  VERT ORDER  -  SECOND    CLASS 0
 SM0720
 SM0720.The horizontal coordinates were scaled from a topographic map and have
 SM0720.an estimated accuracy of +/- 6 seconds.
 SM0720
 SM0720.The orthometric height was determined by differential leveling
 SM0720.and adjusted by the National Geodetic Survey in June 1991..
 SM0720
 SM0720.The geoid height was determined by GEOID03.
 SM0720
 SM0720.The dynamic height is computed by dividing the NAVD 88
 SM0720.geopotential number by the normal gravity value computed on the
 SM0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0720.degrees latitude (g = 980.6199 gals.).
 SM0720
 SM0720.The modeled gravity was interpolated from observed gravity values.
 SM0720
 SM0720;                    North         East    Units  Estimated Accuracy
 SM0720;SPC ND N     -    78,110.      735,220.      MT  (+/- 180 meters Scaled)
 SM0720
 SM0720                          SUPERSEDED SURVEY CONTROL
 SM0720
 SM0720  NGVD 29 (??/??/92)  463.529  (m)         1520.76   (f) ADJ UNCH    2 0
 SM0720
 SM0720.Superseded values are not recommended for survey control.
 SM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0720.See file dsdata.txt to determine how the superseded data were derived.
 SM0720
 SM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT226817(NAD 83)
 SM0720_MARKER: DB = BENCH MARK DISK
 SM0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0720_SP_SET: FOOT WALL
 SM0720_STAMPING: F 120 1934
 SM0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0720
 SM0720  HISTORY     - Date     Condition        Report By
 SM0720  HISTORY     - 1934     MONUMENTED       CGS
 SM0720  HISTORY     - 1960     GOOD             NGS
 SM0720
 SM0720                          STATION DESCRIPTION
 SM0720
 SM0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0720'8.0 MI N FROM MCHENRY.
 SM0720'IN EDDY COUNTY, 8.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM MCHENRY,
 SM0720'FOSTER COUNTY, 5.6 MILES WEST ALONG STATE HIGHWAY 15, AT A HIGH HILL
 SM0720'BETWEEN TWO SMALL HILLS, AT A 6-FOOT CONCRETE CULVERT OVER A DRAIN
 SM0720'LEADING FROM THE NORTH TO THE VALLEY BELOW, IN THE WEST END OF THE
 SM0720'SOUTH CONCRETE FOOTWALL, 16 FEET SOUTH OF THE CENTERLINE OF THE
 SM0720'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F
 SM0720'120 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0721 ***********************************************************************
 SM0721  DESIGNATION -  F 120 RESET
 SM0721  PID         -  SM0721
 SM0721  STATE/COUNTY-  ND/EDDY
 SM0721  USGS QUAD   -  LAKE COE (1961)
 SM0721
 SM0721                         *CURRENT SURVEY CONTROL
 SM0721  ___________________________________________________________________
 SM0721* NAD 83(1986)-  47 41 17.     (N)    098 41 55.     (W)     SCALED    
 SM0721* NAVD 88     -       463.88   (+/-2cm)    1521.9    (feet)  VERTCON   
 SM0721  ___________________________________________________________________
 SM0721  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM0721
 SM0721  VERT ORDER  -  THIRD (See Below)
 SM0721
 SM0721.The horizontal coordinates were scaled from a topographic map and have
 SM0721.an estimated accuracy of +/- 6 seconds.
 SM0721
 SM0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0721.The vertical order pertains to the NGVD 29 superseded value.
 SM0721
 SM0721.The geoid height was determined by GEOID03.
 SM0721
 SM0721;                    North         East    Units  Estimated Accuracy
 SM0721;SPC ND N     -    78,080.      735,220.      MT  (+/- 180 meters Scaled)
 SM0721
 SM0721                          SUPERSEDED SURVEY CONTROL
 SM0721
 SM0721  NGVD 29 (??/??/??)  463.50   (m)         1520.7    (f) RESET       3  
 SM0721
 SM0721.Superseded values are not recommended for survey control.
 SM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0721.See file dsdata.txt to determine how the superseded data were derived.
 SM0721
 SM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT226816(NAD 83)
 SM0721_MARKER: DB = BENCH MARK DISK
 SM0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0721_STAMPING: F 120 RESET 1961
 SM0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0721+STABILITY: SURFACE MOTION
 SM0721
 SM0721  HISTORY     - Date     Condition        Report By
 SM0721  HISTORY     - 1961     MONUMENTED       CGS
 SM0721
 SM0721                          STATION DESCRIPTION
 SM0721
 SM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0721'14.8 MI NW FROM MCHENRY.
 SM0721'THIS MARK IS LOCATED ABOUT 8 MILES NORTH ALONG STATE HIGHWAY 20 FROM
 SM0721'MCHENRY, THENCE ABOUT 5.6 MILES WEST ALONG STATE HIGHWAY 15, ABOUT 1.2
 SM0721'MILES EAST OF CROSSROADS, SOUTH OF THE EASTERN PART OF COE LAKE, ON
 SM0721'THE EAST SLOPE OF A LOW RIDGE AND ABOUT 136 FEET NORTH OF THE PROPOSED
 SM0721'CENTERLINE OF THE NEW HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SM0721'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0762 ***********************************************************************
 SM0762  DESIGNATION -  F 121
 SM0762  PID         -  SM0762
 SM0762  STATE/COUNTY-  ND/WELLS
 SM0762  USGS QUAD   -  BLACK HAMMER HILL (1986)
 SM0762
 SM0762                         *CURRENT SURVEY CONTROL
 SM0762  ___________________________________________________________________
 SM0762* NAD 83(1986)-  47 45 15.     (N)    099 25 55.     (W)     SCALED    
 SM0762* NAVD 88     -       468.781  (meters)    1537.99   (feet)  ADJUSTED  
 SM0762  ___________________________________________________________________
 SM0762  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 SM0762  DYNAMIC HT  -         468.838 (meters)    1538.18  (feet)  COMP
 SM0762  MODELED GRAV-     980,720.1   (mgal)                       NAVD 88
 SM0762
 SM0762  VERT ORDER  -  SECOND    CLASS 0
 SM0762
 SM0762.The horizontal coordinates were scaled from a topographic map and have
 SM0762.an estimated accuracy of +/- 6 seconds.
 SM0762
 SM0762.The orthometric height was determined by differential leveling
 SM0762.and adjusted by the National Geodetic Survey in June 1991..
 SM0762
 SM0762.The geoid height was determined by GEOID03.
 SM0762
 SM0762.The dynamic height is computed by dividing the NAVD 88
 SM0762.geopotential number by the normal gravity value computed on the
 SM0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0762.degrees latitude (g = 980.6199 gals.).
 SM0762
 SM0762.The modeled gravity was interpolated from observed gravity values.
 SM0762
 SM0762;                    North         East    Units  Estimated Accuracy
 SM0762;SPC ND N     -    84,400.      680,080.      MT  (+/- 180 meters Scaled)
 SM0762
 SM0762                          SUPERSEDED SURVEY CONTROL
 SM0762
 SM0762  NGVD 29 (??/??/92)  468.391  (m)         1536.71   (f) ADJ UNCH    2 0
 SM0762
 SM0762.Superseded values are not recommended for survey control.
 SM0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0762.See file dsdata.txt to determine how the superseded data were derived.
 SM0762
 SM0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT676890(NAD 83)
 SM0762_MARKER: DB = BENCH MARK DISK
 SM0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0762_SP_SET: CULVERT
 SM0762_STAMPING: F 121 1934
 SM0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0762
 SM0762  HISTORY     - Date     Condition        Report By
 SM0762  HISTORY     - 1934     MONUMENTED       CGS
 SM0762  HISTORY     - 1960     GOOD             NGS
 SM0762
 SM0762                          STATION DESCRIPTION
 SM0762
 SM0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0762'2.0 MI W FROM BREMEN.
 SM0762'ABOUT 2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0762'AT BREMEN, WELLS COUNTY, AT BRIDGE NO. 139.0 OVER JAMES RIVER, IN THE
 SM0762'SOUTH END OF THE EAST CONCRETE HEADWALL, AND ABOUT 1 FOOT LOWER THAN
 SM0762'THE RAIL.  A STANDARD DISK, STAMPED F 121 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0007 ***********************************************************************
 SN0007  DESIGNATION -  F 122
 SN0007  PID         -  SN0007
 SN0007  STATE/COUNTY-  ND/PIERCE
 SN0007  USGS QUAD   -  ANAMOOSE (1958)
 SN0007
 SN0007                         *CURRENT SURVEY CONTROL
 SN0007  ___________________________________________________________________
 SN0007* NAD 83(1986)-  47 55 41.     (N)    100 10 35.     (W)     SCALED    
 SN0007* NAVD 88     -       476.161  (meters)    1562.20   (feet)  ADJUSTED  
 SN0007  ___________________________________________________________________
 SN0007  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 SN0007  DYNAMIC HT  -         476.231 (meters)    1562.43  (feet)  COMP
 SN0007  MODELED GRAV-     980,744.4   (mgal)                       NAVD 88
 SN0007
 SN0007  VERT ORDER  -  SECOND    CLASS 0
 SN0007
 SN0007.The horizontal coordinates were scaled from a topographic map and have
 SN0007.an estimated accuracy of +/- 6 seconds.
 SN0007
 SN0007.The orthometric height was determined by differential leveling
 SN0007.and adjusted by the National Geodetic Survey in June 1991..
 SN0007
 SN0007.The geoid height was determined by GEOID03.
 SN0007
 SN0007.The dynamic height is computed by dividing the NAVD 88
 SN0007.geopotential number by the normal gravity value computed on the
 SN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0007.degrees latitude (g = 980.6199 gals.).
 SN0007
 SN0007.The modeled gravity was interpolated from observed gravity values.
 SN0007
 SN0007;                    North         East    Units  Estimated Accuracy
 SN0007;SPC ND N     -   103,230.      624,180.      MT  (+/- 180 meters Scaled)
 SN0007
 SN0007                          SUPERSEDED SURVEY CONTROL
 SN0007
 SN0007  NGVD 29 (??/??/92)  475.790  (m)         1560.99   (f) ADJ UNCH    2 0
 SN0007
 SN0007.Superseded values are not recommended for survey control.
 SN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0007.See file dsdata.txt to determine how the superseded data were derived.
 SN0007
 SN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU121089(NAD 83)
 SN0007_MARKER: DB = BENCH MARK DISK
 SN0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0007_SP_SET: ABUTMENT
 SN0007_STAMPING: F 122 1934
 SN0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0007
 SN0007  HISTORY     - Date     Condition        Report By
 SN0007  HISTORY     - 1934     MONUMENTED       CGS
 SN0007
 SN0007                          STATION DESCRIPTION
 SN0007
 SN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0007'0.9 MI E FROM AYLMER.
 SN0007'0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0007'AYLMER, PIERCE COUNTY, 6-1/2 POLES WEST OF MILEPOST 176, AT UNDERPASS
 SN0007'176.2, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 1.5 FEET LOWER
 SN0007'THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0358 ***********************************************************************
 TF0358  DESIGNATION -  F 123
 TF0358  PID         -  TF0358
 TF0358  STATE/COUNTY-  ND/MCHENRY
 TF0358  USGS QUAD   -  SIMCOE (1949)
 TF0358
 TF0358                         *CURRENT SURVEY CONTROL
 TF0358  ___________________________________________________________________
 TF0358* NAD 83(1986)-  48 09 20.     (N)    100 51 59.     (W)     SCALED    
 TF0358* NAVD 88     -       483.669  (meters)    1586.84   (feet)  ADJUSTED  
 TF0358  ___________________________________________________________________
 TF0358  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 TF0358  DYNAMIC HT  -         483.745 (meters)    1587.09  (feet)  COMP
 TF0358  MODELED GRAV-     980,754.8   (mgal)                       NAVD 88
 TF0358
 TF0358  VERT ORDER  -  SECOND    CLASS 0
 TF0358
 TF0358.The horizontal coordinates were scaled from a topographic map and have
 TF0358.an estimated accuracy of +/- 6 seconds.
 TF0358
 TF0358.The orthometric height was determined by differential leveling
 TF0358.and adjusted by the National Geodetic Survey in June 1991..
 TF0358
 TF0358.The geoid height was determined by GEOID03.
 TF0358
 TF0358.The dynamic height is computed by dividing the NAVD 88
 TF0358.geopotential number by the normal gravity value computed on the
 TF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0358.degrees latitude (g = 980.6199 gals.).
 TF0358
 TF0358.The modeled gravity was interpolated from observed gravity values.
 TF0358
 TF0358;                    North         East    Units  Estimated Accuracy
 TF0358;SPC ND N     -   128,540.      572,740.      MT  (+/- 180 meters Scaled)
 TF0358
 TF0358                          SUPERSEDED SURVEY CONTROL
 TF0358
 TF0358  NGVD 29 (??/??/92)  483.295  (m)         1585.61   (f) ADJ UNCH    2 0
 TF0358
 TF0358.Superseded values are not recommended for survey control.
 TF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0358.See file dsdata.txt to determine how the superseded data were derived.
 TF0358
 TF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU611352(NAD 83)
 TF0358_MARKER: DB = BENCH MARK DISK
 TF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0358_STAMPING: F 123 1934
 TF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0358+STABILITY: SURFACE MOTION
 TF0358
 TF0358  HISTORY     - Date     Condition        Report By
 TF0358  HISTORY     - 1934     MONUMENTED       CGS
 TF0358  HISTORY     - 1962     GOOD             NGS
 TF0358
 TF0358                          STATION DESCRIPTION
 TF0358
 TF0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0358'IN SIMCOE.
 TF0358'AT SIMCOE, ON THE GREAT NORTHERN RAILROAD, ABOUT 0.2 MILE SOUTHEAST OF
 TF0358'MILEPOST 212, AT A GRAVELED ROAD CROSSING, 211 FEET EAST AND ACROSS A
 TF0358'ROAD FROM THE EAST CORNER OF THE STATION, 141 FEET NORTH AND ACROSS
 TF0358'THE TRACK FROM THE NORTH CORNER OF A GRAIN ELEVATOR, 76.7 FEET
 TF0358'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 79 FEET EAST OF THE
 TF0358'CENTERLINE OF A ROAD, 22.5 FEET EAST NORTHEAST OF A TELEGRAPH POLE, 1
 TF0358'FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK IN THE
 TF0358'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0579 ***********************************************************************
 TF0579  DESIGNATION -  F 124
 TF0579  PID         -  TF0579
 TF0579  STATE/COUNTY-  ND/RENVILLE
 TF0579  USGS QUAD   -  LANSFORD SE (1949)
 TF0579
 TF0579                         *CURRENT SURVEY CONTROL
 TF0579  ___________________________________________________________________
 TF0579* NAD 83(1986)-  48 32 33.     (N)    101 15 41.     (W)     SCALED    
 TF0579* NAVD 88     -       481.069  (meters)    1578.31   (feet)  ADJUSTED  
 TF0579  ___________________________________________________________________
 TF0579  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 TF0579  DYNAMIC HT  -         481.164 (meters)    1578.62  (feet)  COMP
 TF0579  MODELED GRAV-     980,792.6   (mgal)                       NAVD 88
 TF0579
 TF0579  VERT ORDER  -  SECOND    CLASS 0
 TF0579
 TF0579.The horizontal coordinates were scaled from a topographic map and have
 TF0579.an estimated accuracy of +/- 6 seconds.
 TF0579
 TF0579.The orthometric height was determined by differential leveling
 TF0579.and adjusted by the National Geodetic Survey in June 1991..
 TF0579
 TF0579.The geoid height was determined by GEOID03.
 TF0579
 TF0579.The dynamic height is computed by dividing the NAVD 88
 TF0579.geopotential number by the normal gravity value computed on the
 TF0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0579.degrees latitude (g = 980.6199 gals.).
 TF0579
 TF0579.The modeled gravity was interpolated from observed gravity values.
 TF0579
 TF0579;                    North         East    Units  Estimated Accuracy
 TF0579;SPC ND N     -   171,780.      543,780.      MT  (+/- 180 meters Scaled)
 TF0579
 TF0579                          SUPERSEDED SURVEY CONTROL
 TF0579
 TF0579  NGVD 29 (??/??/92)  480.714  (m)         1577.14   (f) ADJ UNCH    2 0
 TF0579
 TF0579.Superseded values are not recommended for survey control.
 TF0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0579.See file dsdata.txt to determine how the superseded data were derived.
 TF0579
 TF0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU330790(NAD 83)
 TF0579_MARKER: DB = BENCH MARK DISK
 TF0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0579_STAMPING: F 124 1934
 TF0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0579+STABILITY: SURFACE MOTION
 TF0579
 TF0579  HISTORY     - Date     Condition        Report By
 TF0579  HISTORY     - 1934     MONUMENTED       CGS
 TF0579
 TF0579                          STATION DESCRIPTION
 TF0579
 TF0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0579'2.6 MI NW FROM GLENBURN.
 TF0579'2.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0579'AT GLENBURN, RENVILLE COUNTY, ABOUT 2-1/2 POLES SOUTHEAST OF MILEPOST
 TF0579'27, ON THE SOUTH SIDE OF A PRIVATE-ROAD CROSSING, 45 FEET SOUTH OF THE
 TF0579'CENTERLINE OF A GATEWAY, 41 FEET NORTHEAST OF THE CENTERLINE OF THE
 TF0579'TRACK, 9 FEET SOUTHWEST OF A FENCE, AND LEVEL WITH THE TOP OF THE
 TF0579'RAIL.  A STANDARD DISK, STAMPED F 124 1934 AND SET IN THE TOP OF A
 TF0579'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0828 ***********************************************************************
 SM0828  DESIGNATION -  F 125
 SM0828  PID         -  SM0828
 SM0828  STATE/COUNTY-  ND/STUTSMAN
 SM0828  USGS QUAD   -  WOODWORTH (1986)
 SM0828
 SM0828                         *CURRENT SURVEY CONTROL
 SM0828  ___________________________________________________________________
 SM0828* NAD 83(1986)-  47 07 41.     (N)    099 20 15.     (W)     SCALED    
 SM0828* NAVD 88     -       600.586  (meters)    1970.42   (feet)  ADJUSTED  
 SM0828  ___________________________________________________________________
 SM0828  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 SM0828  DYNAMIC HT  -         600.614 (meters)    1970.51  (feet)  COMP
 SM0828  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 SM0828
 SM0828  VERT ORDER  -  SECOND    CLASS 0
 SM0828
 SM0828.The horizontal coordinates were scaled from a topographic map and have
 SM0828.an estimated accuracy of +/- 6 seconds.
 SM0828
 SM0828.The orthometric height was determined by differential leveling
 SM0828.and adjusted by the National Geodetic Survey in June 1991..
 SM0828
 SM0828.The geoid height was determined by GEOID03.
 SM0828
 SM0828.The dynamic height is computed by dividing the NAVD 88
 SM0828.geopotential number by the normal gravity value computed on the
 SM0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0828.degrees latitude (g = 980.6199 gals.).
 SM0828
 SM0828.The modeled gravity was interpolated from observed gravity values.
 SM0828
 SM0828;                    North         East    Units  Estimated Accuracy
 SM0828;SPC ND S     -   163,100.      688,200.      MT  (+/- 180 meters Scaled)
 SM0828
 SM0828                          SUPERSEDED SURVEY CONTROL
 SM0828
 SM0828  NGVD 29 (??/??/92)  600.156  (m)         1969.01   (f) ADJ UNCH    2 0
 SM0828
 SM0828.Superseded values are not recommended for survey control.
 SM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0828.See file dsdata.txt to determine how the superseded data were derived.
 SM0828
 SM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT744194(NAD 83)
 SM0828_MARKER: DB = BENCH MARK DISK
 SM0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0828_STAMPING: F 125 1934
 SM0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0828+STABILITY: SURFACE MOTION
 SM0828
 SM0828  HISTORY     - Date     Condition        Report By
 SM0828  HISTORY     - 1934     MONUMENTED       CGS
 SM0828  HISTORY     - 1960     GOOD             NGS
 SM0828
 SM0828                          STATION DESCRIPTION
 SM0828
 SM0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0828'1.8 MI W FROM WOODWORTH.
 SM0828'1.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0828'WOODWORTH, STUTSMAN COUNTY, ABOUT 9-1/2 POLES WEST OF MILEPOST 22,
 SM0828'ABOUT 1,000 FEET WEST OF A GRADE CROSSING, AT THE EAST END OF A
 SM0828'1/2-MILE FILL, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 3
 SM0828'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 125
 SM0828'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS
 SM0828'RECOVERED ABOUT 7 1/2 POLES WEST OF A SECTION-LINE ROAD CROSSING,
 SM0828'ABOUT 30 FEET EAST OF A JOG IN RIGHT OF WAY FENCE LINE AND ABOUT 3
 SM0828'FEET SOUTH OF EXTENDED FENCE LINE TO WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0089 ***********************************************************************
 SN0089  DESIGNATION -  F 126
 SN0089  PID         -  SN0089
 SN0089  STATE/COUNTY-  ND/BURLEIGH
 SN0089  USGS QUAD   -  ARENA (1979)
 SN0089
 SN0089                         *CURRENT SURVEY CONTROL
 SN0089  ___________________________________________________________________
 SN0089* NAD 83(1986)-  47 07 43.     (N)    100 12 21.     (W)     SCALED    
 SN0089* NAVD 88     -       562.021  (meters)    1843.90   (feet)  ADJUSTED  
 SN0089  ___________________________________________________________________
 SN0089  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 SN0089  DYNAMIC HT  -         562.042 (meters)    1843.97  (feet)  COMP
 SN0089  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 SN0089
 SN0089  VERT ORDER  -  SECOND    CLASS 0
 SN0089
 SN0089.The horizontal coordinates were scaled from a topographic map and have
 SN0089.an estimated accuracy of +/- 6 seconds.
 SN0089
 SN0089.The orthometric height was determined by differential leveling
 SN0089.and adjusted by the National Geodetic Survey in June 1991..
 SN0089
 SN0089.The geoid height was determined by GEOID03.
 SN0089
 SN0089.The dynamic height is computed by dividing the NAVD 88
 SN0089.geopotential number by the normal gravity value computed on the
 SN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0089.degrees latitude (g = 980.6199 gals.).
 SN0089
 SN0089.The modeled gravity was interpolated from observed gravity values.
 SN0089
 SN0089;                    North         East    Units  Estimated Accuracy
 SN0089;SPC ND S     -   162,550.      622,320.      MT  (+/- 180 meters Scaled)
 SN0089
 SN0089                          SUPERSEDED SURVEY CONTROL
 SN0089
 SN0089  NGVD 29 (??/??/92)  561.606  (m)         1842.54   (f) ADJ UNCH    2 0
 SN0089
 SN0089.Superseded values are not recommended for survey control.
 SN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0089.See file dsdata.txt to determine how the superseded data were derived.
 SN0089
 SN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT085201(NAD 83)
 SN0089_MARKER: DB = BENCH MARK DISK
 SN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0089_STAMPING: F 126 1934
 SN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0089+STABILITY: SURFACE MOTION
 SN0089
 SN0089  HISTORY     - Date     Condition        Report By
 SN0089  HISTORY     - 1934     MONUMENTED       CGS
 SN0089  HISTORY     - 1957     GOOD             NGS
 SN0089
 SN0089                          STATION DESCRIPTION
 SN0089
 SN0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0089'1.8 MI W FROM ARENA.
 SN0089'1.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0089'ARENA, BURLEIGH COUNTY, 3 POLES EAST OF MILEPOST 65, 4 FEET NORTHEAST
 SN0089'OF THE FIRST POLE WEST OF A PRIVATE-ROAD CROSSING, 115 FEET WEST OF
 SN0089'THE CENTER OF THE CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE
 SN0089'TRACK, 5 FEET NORTH OF A FENCE, 1 FOOT LOWER THAN THE RAIL, AND SET IN
 SN0089'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0114 ***********************************************************************
 RR0114  DESIGNATION -  F 128
 RR0114  PID         -  RR0114
 RR0114  STATE/COUNTY-  ND/SIOUX
 RR0114  USGS QUAD   -  CANNON BALL (1968)
 RR0114
 RR0114                         *CURRENT SURVEY CONTROL
 RR0114  ___________________________________________________________________
 RR0114* NAD 83(1986)-  46 24 39.     (N)    100 35 12.     (W)     SCALED    
 RR0114* NAVD 88     -       489.569  (meters)    1606.19   (feet)  ADJUSTED  
 RR0114  ___________________________________________________________________
 RR0114  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0114  DYNAMIC HT  -         489.562 (meters)    1606.17  (feet)  COMP
 RR0114  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 RR0114
 RR0114  VERT ORDER  -  SECOND    CLASS 0
 RR0114
 RR0114.The horizontal coordinates were scaled from a topographic map and have
 RR0114.an estimated accuracy of +/- 6 seconds.
 RR0114
 RR0114.The orthometric height was determined by differential leveling
 RR0114.and adjusted by the National Geodetic Survey in June 1991..
 RR0114.WARNING-Repeat measurements at this control monument indicate possible
 RR0114.vertical movement.
 RR0114
 RR0114.The geoid height was determined by GEOID03.
 RR0114
 RR0114.The dynamic height is computed by dividing the NAVD 88
 RR0114.geopotential number by the normal gravity value computed on the
 RR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0114.degrees latitude (g = 980.6199 gals.).
 RR0114
 RR0114.The modeled gravity was interpolated from observed gravity values.
 RR0114
 RR0114;                    North         East    Units  Estimated Accuracy
 RR0114;SPC ND S     -    82,720.      593,340.      MT  (+/- 180 meters Scaled)
 RR0114
 RR0114                          SUPERSEDED SURVEY CONTROL
 RR0114
 RR0114  NGVD 29 (??/??/92)  489.164  (m)         1604.87   (f) ADJ UNCH    2 0
 RR0114
 RR0114.Superseded values are not recommended for survey control.
 RR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0114.See file dsdata.txt to determine how the superseded data were derived.
 RR0114
 RR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS780409(NAD 83)
 RR0114_MARKER: DB = BENCH MARK DISK
 RR0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0114_STAMPING: F 128 1934
 RR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0114+STABILITY: SURFACE MOTION
 RR0114
 RR0114  HISTORY     - Date     Condition        Report By
 RR0114  HISTORY     - 1934     MONUMENTED       CGS
 RR0114  HISTORY     - 1956     GOOD             NGS
 RR0114
 RR0114                          STATION DESCRIPTION
 RR0114
 RR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0114'0.7 MI N FROM CANNON BALL.
 RR0114'0.7 MILE NORTH OF CANNON BALL, SIOUX COUNTY, ABOUT 0.6 MILE SOUTH OF
 RR0114'CANNON BALL JUNCTION, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 6 POLES
 RR0114'SOUTH OF MILEPOST 35, AT THE SOUTH ONE OF TWO JUNCTIONS TO THE WEST
 RR0114'FORMING A Y-JUNCTION, ABOUT 120 FEET EAST OF THE SPUR TRACK, 38 FEET
 RR0114'EAST OF THE CENTER LINE OF THE MAIN TRACK, 25 FEET SOUTH OF A POLE,
 RR0114'AND ABOUT 10 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 RR0114'STAMPED F 128 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0165 ***********************************************************************
 RR0165  DESIGNATION -  F 129
 RR0165  PID         -  RR0165
 RR0165  STATE/COUNTY-  ND/SIOUX
 RR0165  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0165
 RR0165                         *CURRENT SURVEY CONTROL
 RR0165  ___________________________________________________________________
 RR0165* NAD 83(1986)-  46 01 49.     (N)    100 48 15.     (W)     SCALED    
 RR0165* NAVD 88     -       577.314  (meters)    1894.07   (feet)  ADJUSTED  
 RR0165  ___________________________________________________________________
 RR0165  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 RR0165  DYNAMIC HT  -         577.282 (meters)    1893.97  (feet)  COMP
 RR0165  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 RR0165
 RR0165  VERT ORDER  -  SECOND    CLASS 0
 RR0165
 RR0165.The horizontal coordinates were scaled from a topographic map and have
 RR0165.an estimated accuracy of +/- 6 seconds.
 RR0165
 RR0165.The orthometric height was determined by differential leveling
 RR0165.and adjusted by the National Geodetic Survey in June 1991..
 RR0165
 RR0165.The geoid height was determined by GEOID03.
 RR0165
 RR0165.The dynamic height is computed by dividing the NAVD 88
 RR0165.geopotential number by the normal gravity value computed on the
 RR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0165.degrees latitude (g = 980.6199 gals.).
 RR0165
 RR0165.The modeled gravity was interpolated from observed gravity values.
 RR0165
 RR0165;                    North         East    Units  Estimated Accuracy
 RR0165;SPC ND S     -    40,460.      576,450.      MT  (+/- 180 meters Scaled)
 RR0165
 RR0165                          SUPERSEDED SURVEY CONTROL
 RR0165
 RR0165  NGVD 29 (??/??/92)  576.904  (m)         1892.73   (f) ADJ UNCH    2 0
 RR0165
 RR0165.Superseded values are not recommended for survey control.
 RR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0165.See file dsdata.txt to determine how the superseded data were derived.
 RR0165
 RR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR603989(NAD 83)
 RR0165_MARKER: DB = BENCH MARK DISK
 RR0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0165_SP_SET: BRIDGE
 RR0165_STAMPING: F 129 1934
 RR0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0165
 RR0165  HISTORY     - Date     Condition        Report By
 RR0165  HISTORY     - 1934     MONUMENTED       CGS
 RR0165  HISTORY     - 1956     GOOD             NGS
 RR0165
 RR0165                          STATION DESCRIPTION
 RR0165
 RR0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0165'6.7 MI E FROM SELFRIDGE.
 RR0165'6.7 MILES EAST ALONG STATE HIGHWAY 6 FROM THE CHICAGO, MILWAUKEE, ST.
 RR0165'PAUL AND PACIFIC RAILROAD STATION AT SELFRIDGE , SIOUX COUNTY, AT THE
 RR0165'JUNCTION OF STATE HIGHWAY 24, ABOUT 50 YARDS EAST OF THE EAST POINT OF
 RR0165'THE TRIANGLE, AT THE FOOT OF A SOUTHWEST SLOPE, AT THE WEST END OF A
 RR0165'50-FOOT CONCRETE BRIDGE, NEAR THE CENTER OF THE TOP OF THE LEVEL
 RR0165'PORTION OF THE NORTHWEST CONCRETE WING WALL, AND ABOUT LEVEL WITH THE
 RR0165'HIGHWAY.  A STANDARD DISK, STAMPED F 129 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1032 ***********************************************************************
 TF1032  DESIGNATION -  F 13
 TF1032  PID         -  TF1032
 TF1032  STATE/COUNTY-  ND/WARD
 TF1032  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1032
 TF1032                         *CURRENT SURVEY CONTROL
 TF1032  ___________________________________________________________________
 TF1032* NAD 83(1986)-  48 02 12.     (N)    101 17 43.     (W)     SCALED    
 TF1032* NAVD 88     -       617.030  (meters)    2024.37   (feet)  ADJUSTED  
 TF1032  ___________________________________________________________________
 TF1032  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 TF1032  DYNAMIC HT  -         617.112 (meters)    2024.64  (feet)  COMP
 TF1032  MODELED GRAV-     980,724.4   (mgal)                       NAVD 88
 TF1032
 TF1032  VERT ORDER  -  FIRST     CLASS II
 TF1032
 TF1032.The horizontal coordinates were scaled from a topographic map and have
 TF1032.an estimated accuracy of +/- 6 seconds.
 TF1032
 TF1032.The orthometric height was determined by differential leveling
 TF1032.and adjusted by the National Geodetic Survey in June 1991..
 TF1032
 TF1032.The geoid height was determined by GEOID03.
 TF1032
 TF1032.The dynamic height is computed by dividing the NAVD 88
 TF1032.geopotential number by the normal gravity value computed on the
 TF1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1032.degrees latitude (g = 980.6199 gals.).
 TF1032
 TF1032.The modeled gravity was interpolated from observed gravity values.
 TF1032
 TF1032;                    North         East    Units  Estimated Accuracy
 TF1032;SPC ND N     -   115,560.      540,700.      MT  (+/- 180 meters Scaled)
 TF1032
 TF1032                          SUPERSEDED SURVEY CONTROL
 TF1032
 TF1032  NGVD 29 (??/??/92)  616.643  (m)         2023.10   (f) ADJ UNCH    1 2
 TF1032
 TF1032.Superseded values are not recommended for survey control.
 TF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1032.See file dsdata.txt to determine how the superseded data were derived.
 TF1032
 TF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289229(NAD 83)
 TF1032_MARKER: DB = BENCH MARK DISK
 TF1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1032_STAMPING: 2022.981 F 13 1927
 TF1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1032+STABILITY: SURFACE MOTION
 TF1032
 TF1032  HISTORY     - Date     Condition        Report By
 TF1032  HISTORY     - 1927     MONUMENTED       CGS
 TF1032  HISTORY     - 1962     GOOD             NGS
 TF1032
 TF1032                          STATION DESCRIPTION
 TF1032
 TF1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1032'13.4 MI S FROM MINOT.
 TF1032'13.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT TO
 TF1032'A ROAD INTERSECTION, GRAVELED ROAD WEST AND DIRT ROAD EAST.  ABOUT 61
 TF1032'FEET SOUTHEAST OF THE INTERSECTION OF THE ROADS, 55 FEET EAST OF THE
 TF1032'INTERSECTION OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE OF THE
 TF1032'ROAD, 14.5 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET NORTHWEST OF A
 TF1032'FENCE CORNER, 1.1 FEET WEST OF A WITNESS POST, A DISK IN THE TOP OF A
 TF1032'CONCRETE POST PROJECTING ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1033 ***********************************************************************
 TF1033  DESIGNATION -  F 13 RESET
 TF1033  PID         -  TF1033
 TF1033  STATE/COUNTY-  ND/WARD
 TF1033  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1033
 TF1033                         *CURRENT SURVEY CONTROL
 TF1033  ___________________________________________________________________
 TF1033* NAD 83(1986)-  48 02 14.     (N)    101 17 43.     (W)     SCALED    
 TF1033* NAVD 88     -       616.05   (+/-2cm)    2021.2    (feet)  VERTCON   
 TF1033  ___________________________________________________________________
 TF1033  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 TF1033
 TF1033  VERT ORDER  -  THIRD (See Below)
 TF1033
 TF1033.The horizontal coordinates were scaled from a topographic map and have
 TF1033.an estimated accuracy of +/- 6 seconds.
 TF1033
 TF1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1033.The vertical order pertains to the NGVD 29 superseded value.
 TF1033
 TF1033.The geoid height was determined by GEOID03.
 TF1033
 TF1033;                    North         East    Units  Estimated Accuracy
 TF1033;SPC ND N     -   115,630.      540,700.      MT  (+/- 180 meters Scaled)
 TF1033
 TF1033                          SUPERSEDED SURVEY CONTROL
 TF1033
 TF1033  NGVD 29 (11/04/04)  615.66   (m)         2019.9    (f) RESET       3  
 TF1033
 TF1033.Superseded values are not recommended for survey control.
 TF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1033.See file dsdata.txt to determine how the superseded data were derived.
 TF1033
 TF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289229(NAD 83)
 TF1033_MARKER: DB = BENCH MARK DISK
 TF1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1033_STAMPING: F 13 RESET 1964
 TF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1033+STABILITY: SURFACE MOTION
 TF1033
 TF1033  HISTORY     - Date     Condition        Report By
 TF1033  HISTORY     - 1964     MONUMENTED       CGS
 TF1033  HISTORY     - 1976     MARK NOT FOUND   USGS
 TF1033  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF1033
 TF1033                          STATION DESCRIPTION
 TF1033
 TF1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1033'13.4 MI S FROM MINOT.
 TF1033'ABOUT 13.4 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1033'MINOT, WARD COUNTY, IN THE SOUTHWEST ANGLE OF INTERSECTION OF A
 TF1033'GRAVELED ROAD LEADING WEST AND A DIRT ROAD LEADING EAST, ABOUT 158
 TF1033'FEET WEST OF THE CENTERLINE OF THE WEST LANE OF THE DUAL HIGHWAY,
 TF1033'ABOUT 70 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, AND 2
 TF1033'FEET SOUTH OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 TF1033'PROJECTING 3 INCHES.
 TF1033
 TF1033                          STATION RECOVERY (1976)
 TF1033
 TF1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TF1033'MARK NOT FOUND.
 TF1033
 TF1033                          STATION RECOVERY (1982)
 TF1033
 TF1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0096 ***********************************************************************
 RS0096  DESIGNATION -  F 14
 RS0096  PID         -  RS0096
 RS0096  STATE/COUNTY-  ND/STARK
 RS0096  USGS QUAD   -  SOUTH HEART (1973)
 RS0096
 RS0096                         *CURRENT SURVEY CONTROL
 RS0096  ___________________________________________________________________
 RS0096* NAD 83(1986)-  46 51 33.     (N)    102 54 10.     (W)     SCALED    
 RS0096* NAVD 88     -       745.018  (meters)    2444.28   (feet)  ADJUSTED  
 RS0096  ___________________________________________________________________
 RS0096  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 RS0096  DYNAMIC HT  -         745.006 (meters)    2444.24  (feet)  COMP
 RS0096  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 RS0096
 RS0096  VERT ORDER  -  FIRST     CLASS II
 RS0096
 RS0096.The horizontal coordinates were scaled from a topographic map and have
 RS0096.an estimated accuracy of +/- 6 seconds.
 RS0096
 RS0096.The orthometric height was determined by differential leveling
 RS0096.and adjusted by the National Geodetic Survey in June 1991..
 RS0096
 RS0096.The geoid height was determined by GEOID03.
 RS0096
 RS0096.The dynamic height is computed by dividing the NAVD 88
 RS0096.geopotential number by the normal gravity value computed on the
 RS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0096.degrees latitude (g = 980.6199 gals.).
 RS0096
 RS0096.The modeled gravity was interpolated from observed gravity values.
 RS0096
 RS0096;                    North         East    Units  Estimated Accuracy
 RS0096;SPC ND S     -   135,360.      416,820.      MT  (+/- 180 meters Scaled)
 RS0096
 RS0096                          SUPERSEDED SURVEY CONTROL
 RS0096
 RS0096  NGVD 29 (??/??/92)  744.471  (m)         2442.49   (f) ADJ UNCH    1 2
 RS0096
 RS0096.Superseded values are not recommended for survey control.
 RS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0096.See file dsdata.txt to determine how the superseded data were derived.
 RS0096
 RS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM598916(NAD 83)
 RS0096_MARKER: DB = BENCH MARK DISK
 RS0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0096_SP_SET: ABUTMENT
 RS0096_STAMPING: F 14 1931 2442.485
 RS0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0096
 RS0096  HISTORY     - Date     Condition        Report By
 RS0096  HISTORY     - 1931     MONUMENTED       CGS
 RS0096  HISTORY     - 1941     GOOD             NGS
 RS0096
 RS0096                          STATION DESCRIPTION
 RS0096
 RS0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RS0096'4.4 MI E FROM SOUTH HEART.
 RS0096'4.4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM SOUTH HEART,
 RS0096'STARK COUNTY, 0.4 MILE WEST OF A ROAD CROSSING, 0.3 MILE WEST OF
 RS0096'MILEPOST 115, IN THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE, AND
 RS0096'4.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 2442.485 F
 RS0096'14 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0405 ***********************************************************************
 RR0405  DESIGNATION -  F 15
 RR0405  PID         -  RR0405
 RR0405  STATE/COUNTY-  ND/MORTON
 RR0405  USGS QUAD   -  GLEN ULLIN (1980)
 RR0405
 RR0405                         *CURRENT SURVEY CONTROL
 RR0405  ___________________________________________________________________
 RR0405* NAD 83(1986)-  46 48 56.     (N)    101 49 48.     (W)     SCALED    
 RR0405* NAVD 88     -       635.642  (meters)    2085.44   (feet)  ADJUSTED  
 RR0405  ___________________________________________________________________
 RR0405  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RR0405  DYNAMIC HT  -         635.637 (meters)    2085.42  (feet)  COMP
 RR0405  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RR0405
 RR0405  VERT ORDER  -  FIRST     CLASS II
 RR0405
 RR0405.The horizontal coordinates were scaled from a topographic map and have
 RR0405.an estimated accuracy of +/- 6 seconds.
 RR0405
 RR0405.The orthometric height was determined by differential leveling
 RR0405.and adjusted by the National Geodetic Survey in June 1991..
 RR0405.WARNING-Repeat measurements at this control monument indicate possible
 RR0405.vertical movement.
 RR0405
 RR0405.The geoid height was determined by GEOID03.
 RR0405
 RR0405.The dynamic height is computed by dividing the NAVD 88
 RR0405.geopotential number by the normal gravity value computed on the
 RR0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0405.degrees latitude (g = 980.6199 gals.).
 RR0405
 RR0405.The modeled gravity was interpolated from observed gravity values.
 RR0405
 RR0405;                    North         East    Units  Estimated Accuracy
 RR0405;SPC ND S     -   128,570.      498,510.      MT  (+/- 180 meters Scaled)
 RR0405
 RR0405                          SUPERSEDED SURVEY CONTROL
 RR0405
 RR0405  NGVD 29 (??/??/92)  635.400  (m)         2084.64   (f) ADJ UNCH    1 2
 RR0405
 RR0405.Superseded values are not recommended for survey control.
 RR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0405.See file dsdata.txt to determine how the superseded data were derived.
 RR0405
 RR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS841885(NAD 83)
 RR0405_MARKER: DB = BENCH MARK DISK
 RR0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0405_SP_SET: WALL
 RR0405_STAMPING: F-15 -- 1931
 RR0405_MARK LOGO: CGS   
 RR0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0405
 RR0405  HISTORY     - Date     Condition        Report By
 RR0405  HISTORY     - 1931     MONUMENTED       CGS
 RR0405  HISTORY     - 1934     GOOD             NGS
 RR0405  HISTORY     - 1956     GOOD             NGS
 RR0405  HISTORY     - 1982     GOOD             NGS
 RR0405
 RR0405                          STATION DESCRIPTION
 RR0405
 RR0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RR0405'IN GLEN ULLIN.
 RR0405'AT GLEN ULLIN IN THE WEST WALL OF THE NEW FIRE HALL, 5.5 FEET FROM THE
 RR0405'NORTH SIDE AND 5 FEET ABOVE THE WALK.  A STANDARD DISK SET VERTICALLY.
 RR0405
 RR0405                          STATION RECOVERY (1956)
 RR0405
 RR0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0405'RECOVERED IN GOOD CONDITION.
 RR0405
 RR0405                          STATION RECOVERY (1982)
 RR0405
 RR0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0405'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RR0405'IN GLEN ULLIN, AT THE INTERSECTION OF MAIN STREET AND OAK AVENUE, SET
 RR0405'VERTICALLY IN THE NORTHWEST CORNER OF THE CITY FIRE STATION, 25.6
 RR0405'METERS (84.0 FT) NORTH OF THE CENTER OF THE AVENUE, 11.2 METERS (36.7
 RR0405'FT) EAST OF THE CENTER OF THE STREET AND 0.4 METER (1.3 FT) NORTH OF
 RR0405'THE NORTH EDGE OF THE MOST NORTHERLY ONE OF TWO SLIDING DOORS.
 RR0405'THE MARK IS 1.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0003 ***********************************************************************
 RR0003  DESIGNATION -  F 16
 RR0003  PID         -  RR0003
 RR0003  STATE/COUNTY-  ND/BURLEIGH
 RR0003  USGS QUAD   -  DRISCOLL (1975)
 RR0003
 RR0003                         *CURRENT SURVEY CONTROL
 RR0003  ___________________________________________________________________
 RR0003* NAD 83(1986)-  46 50 08.     (N)    100 13 39.     (W)     SCALED    
 RR0003* NAVD 88     -       558.573  (meters)    1832.58   (feet)  ADJUSTED  
 RR0003  ___________________________________________________________________
 RR0003  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 RR0003  DYNAMIC HT  -         558.583 (meters)    1832.62  (feet)  COMP
 RR0003  MODELED GRAV-     980,613.0   (mgal)                       NAVD 88
 RR0003
 RR0003  VERT ORDER  -  FIRST     CLASS II
 RR0003
 RR0003.The horizontal coordinates were scaled from a topographic map and have
 RR0003.an estimated accuracy of +/- 6 seconds.
 RR0003
 RR0003.The orthometric height was determined by differential leveling
 RR0003.and adjusted by the National Geodetic Survey in June 1991..
 RR0003
 RR0003.The geoid height was determined by GEOID03.
 RR0003
 RR0003.The dynamic height is computed by dividing the NAVD 88
 RR0003.geopotential number by the normal gravity value computed on the
 RR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0003.degrees latitude (g = 980.6199 gals.).
 RR0003
 RR0003.The modeled gravity was interpolated from observed gravity values.
 RR0003
 RR0003;                    North         East    Units  Estimated Accuracy
 RR0003;SPC ND S     -   129,970.      620,790.      MT  (+/- 180 meters Scaled)
 RR0003
 RR0003                          SUPERSEDED SURVEY CONTROL
 RR0003
 RR0003  NGVD 29 (??/??/92)  558.153  (m)         1831.21   (f) ADJ UNCH    1 2
 RR0003
 RR0003.Superseded values are not recommended for survey control.
 RR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0003.See file dsdata.txt to determine how the superseded data were derived.
 RR0003
 RR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS063876(NAD 83)
 RR0003_MARKER: DB = BENCH MARK DISK
 RR0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0003_STAMPING: 1831.207 F 16 1931
 RR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0003+STABILITY: SURFACE MOTION
 RR0003
 RR0003  HISTORY     - Date     Condition        Report By
 RR0003  HISTORY     - 1931     MONUMENTED       CGS
 RR0003  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0003
 RR0003                          STATION DESCRIPTION
 RR0003
 RR0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0003'3.3 MI E FROM STERLING.
 RR0003'ABOUT 3.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM STERLING,
 RR0003'BURLEIGH COUNTY, ABOUT 400 FEET WEST OF A ROAD CROSSING, 80 FEET WEST
 RR0003'OF MILEPOST 166, 70 FEET SOUTH OF THE SOUTH RAIL, 72 FEET SOUTHWEST OF
 RR0003'THE WEST POST OF A RAIL RACK, AND 1 1/2 FEET NORTH OF THE RIGHT-OF-WAY
 RR0003'FENCE.  A STANDARD DISK, STAMPED 1831.207 F 16 1931 AND SET IN THE TOP
 RR0003'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RR0003
 RR0003                          STATION RECOVERY (1975)
 RR0003
 RR0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0003'MARK NOT FOUND.
 RR0003
 RR0003                          STATION RECOVERY (1982)
 RR0003
 RR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0003'NOT RECOVERED, LOCATION IS NOW A CULTIVATED FIELD, PROBABLY DESTROYED
 RR0003'BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0208 ***********************************************************************
 RQ0208  DESIGNATION -  F 17
 RQ0208  PID         -  RQ0208
 RQ0208  STATE/COUNTY-  ND/STUTSMAN
 RQ0208  USGS QUAD   -  JAMESTOWN (1990)
 RQ0208
 RQ0208                         *CURRENT SURVEY CONTROL
 RQ0208  ___________________________________________________________________
 RQ0208* NAD 83(1986)-  46 54 33.     (N)    098 42 31.     (W)     SCALED    
 RQ0208* NAVD 88     -       433.120  (meters)    1420.99   (feet)  ADJUSTED  
 RQ0208  ___________________________________________________________________
 RQ0208  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0208  DYNAMIC HT  -         433.140 (meters)    1421.06  (feet)  COMP
 RQ0208  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 RQ0208
 RQ0208  VERT ORDER  -  FIRST     CLASS II
 RQ0208
 RQ0208.The horizontal coordinates were scaled from a topographic map and have
 RQ0208.an estimated accuracy of +/- 6 seconds.
 RQ0208
 RQ0208.The orthometric height was determined by differential leveling
 RQ0208.and adjusted by the National Geodetic Survey in June 1991..
 RQ0208
 RQ0208.The geoid height was determined by GEOID03.
 RQ0208
 RQ0208.The dynamic height is computed by dividing the NAVD 88
 RQ0208.geopotential number by the normal gravity value computed on the
 RQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0208.degrees latitude (g = 980.6199 gals.).
 RQ0208
 RQ0208.The modeled gravity was interpolated from observed gravity values.
 RQ0208
 RQ0208;                    North         East    Units  Estimated Accuracy
 RQ0208;SPC ND S     -   139,670.      736,460.      MT  (+/- 180 meters Scaled)
 RQ0208
 RQ0208                          SUPERSEDED SURVEY CONTROL
 RQ0208
 RQ0208  NGVD 29 (??/??/92)  432.744  (m)         1419.76   (f) ADJ UNCH    1 2
 RQ0208
 RQ0208.Superseded values are not recommended for survey control.
 RQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0208.See file dsdata.txt to determine how the superseded data were derived.
 RQ0208
 RQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS221951(NAD 83)
 RQ0208_MARKER: DB = BENCH MARK DISK
 RQ0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0208_SP_SET: WALL
 RQ0208_STAMPING: F 17 1931 1419.761
 RQ0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0208
 RQ0208  HISTORY     - Date     Condition        Report By
 RQ0208  HISTORY     - 1931     MONUMENTED       CGS
 RQ0208  HISTORY     - 1966     GOOD             NGS
 RQ0208  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0208
 RQ0208                          STATION DESCRIPTION
 RQ0208
 RQ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 RQ0208'IN JAMESTOWN.
 RQ0208'AT JAMESTOWN, STUTSMAN COUNTY, AT THE NORTHERN PACIFIC RAILWAY
 RQ0208'STATION, IN THE SOUTH BRICK WALL, 2 FEET EAST OF THE EAST DOOR TO THE
 RQ0208'WAITING ROOM, AND ABOUT 5 FEET ABOVE THE PLATFORM.  A STANDARD DISK,
 RQ0208'STAMPED 1419.761 F 17 1931 AND SET VERTICALLY.
 RQ0208
 RQ0208                          STATION RECOVERY (1982)
 RQ0208
 RQ0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0208'APPEARS THE RAILROAD STATION HAS BEEN REMOVED, MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0124 ***********************************************************************
 TF0124  DESIGNATION -  F 170
 TF0124  PID         -  TF0124
 TF0124  STATE/COUNTY-  ND/BOTTINEAU
 TF0124  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0124
 TF0124                         *CURRENT SURVEY CONTROL
 TF0124  ___________________________________________________________________
 TF0124* NAD 83(1986)-  48 58 46.     (N)    100 20 52.     (W)     SCALED    
 TF0124* NAVD 88     -       655.249  (meters)    2149.76   (feet)  ADJUSTED  
 TF0124  ___________________________________________________________________
 TF0124  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF0124  DYNAMIC HT  -         655.396 (meters)    2150.24  (feet)  COMP
 TF0124  MODELED GRAV-     980,811.9   (mgal)                       NAVD 88
 TF0124
 TF0124  VERT ORDER  -  SECOND    CLASS 0
 TF0124
 TF0124.The horizontal coordinates were scaled from a topographic map and have
 TF0124.an estimated accuracy of +/- 6 seconds.
 TF0124
 TF0124.The orthometric height was determined by differential leveling
 TF0124.and adjusted by the National Geodetic Survey in June 1991..
 TF0124
 TF0124.The geoid height was determined by GEOID03.
 TF0124
 TF0124.The dynamic height is computed by dividing the NAVD 88
 TF0124.geopotential number by the normal gravity value computed on the
 TF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0124.degrees latitude (g = 980.6199 gals.).
 TF0124
 TF0124.The modeled gravity was interpolated from observed gravity values.
 TF0124
 TF0124;                    North         East    Units  Estimated Accuracy
 TF0124;SPC ND N     -   220,100.      611,140.      MT  (+/- 180 meters Scaled)
 TF0124
 TF0124                          SUPERSEDED SURVEY CONTROL
 TF0124
 TF0124  NGVD 29 (??/??/92)  654.841  (m)         2148.42   (f) ADJ UNCH    2 0
 TF0124
 TF0124.Superseded values are not recommended for survey control.
 TF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0124.See file dsdata.txt to determine how the superseded data were derived.
 TF0124
 TF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV013260(NAD 83)
 TF0124_MARKER: DB = BENCH MARK DISK
 TF0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0124_SP_SET: BRIDGE
 TF0124_STAMPING: F 170 1935
 TF0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0124
 TF0124  HISTORY     - Date     Condition        Report By
 TF0124  HISTORY     - 1935     MONUMENTED       CGS
 TF0124  HISTORY     - 1955     POOR             USGS
 TF0124
 TF0124                          STATION DESCRIPTION
 TF0124
 TF0124'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 TF0124'0.5 MI E FROM METIGOSHE PARK.
 TF0124'0.5 MILE EAST ALONG THE METIGOSHE LAKE SECTION LINE FROM THE M. WOODS
 TF0124'HOUSE AT METIGOSHE PARK, BOTTINEAU COUNTY, AT THE SOUTHEAST CORNER OF
 TF0124'THE SOUTHWEST QUARTER OF SECTION 35, T. 164 N., R. 75 W., AT A BRIDGE
 TF0124'OVER THE LAKE, IN THE TOP OF THE NORTHEAST WING WALL, 3 FEET EAST OF
 TF0124'THE NORTH END OF THE EAST GUARD RAIL, AND 13.5 FEET EAST OF THE
 TF0124'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 170 1935.  NOTE--
 TF0124'BRIDGE ABUTMENT HAS BEEN UNDERMINED BY WATER AND HAS SLIPPED AND
 TF0124'CRACKED.  TABLET APPEARS TO BE A COUPLE OF TENTHS LOWER THAN
 TF0124'ORIGINALLY.  M. WOODS HOUSE MENTIONED IN DESCRIPTION IS GONE.  POST IS
 TF0124'WEST FROM THAT PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0088 ***********************************************************************
 TF0088  DESIGNATION -  F 172
 TF0088  PID         -  TF0088
 TF0088  STATE/COUNTY-  ND/ROLETTE
 TF0088  USGS QUAD   -  DUNSEITH (1955)
 TF0088
 TF0088                         *CURRENT SURVEY CONTROL
 TF0088  ___________________________________________________________________
 TF0088* NAD 83(1986)-  48 47 27.     (N)    100 00 28.     (W)     SCALED    
 TF0088* NAVD 88     -       510.699  (meters)    1675.52   (feet)  POSTED    
 TF0088  ___________________________________________________________________
 TF0088  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0088  DYNAMIC HT  -         510.820 (meters)    1675.92  (feet)  COMP
 TF0088  MODELED GRAV-     980,839.9   (mgal)                       NAVD 88
 TF0088
 TF0088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TF0088
 TF0088.The horizontal coordinates were scaled from a topographic map and have
 TF0088.an estimated accuracy of +/- 6 seconds.
 TF0088
 TF0088.The orthometric height was determined by differential leveling
 TF0088.and adjusted by the National Geodetic Survey in 1992..
 TF0088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TF0088.rate of 0.0 thru 1.0 mm/km.
 TF0088
 TF0088.The geoid height was determined by GEOID03.
 TF0088
 TF0088.The dynamic height is computed by dividing the NAVD 88
 TF0088.geopotential number by the normal gravity value computed on the
 TF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0088.degrees latitude (g = 980.6199 gals.).
 TF0088
 TF0088.The modeled gravity was interpolated from observed gravity values.
 TF0088
 TF0088;                    North         East    Units  Estimated Accuracy
 TF0088;SPC ND N     -   199,230.      636,170.      MT  (+/- 180 meters Scaled)
 TF0088
 TF0088                          SUPERSEDED SURVEY CONTROL
 TF0088
 TF0088  NGVD 29 (??/??/92)  510.320  (m)         1674.27   (f) ADJ UNCH    2 0
 TF0088
 TF0088.Superseded values are not recommended for survey control.
 TF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0088.See file dsdata.txt to determine how the superseded data were derived.
 TF0088
 TF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV259046(NAD 83)
 TF0088_MARKER: DB = BENCH MARK DISK
 TF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0088_STAMPING: F 172 1935
 TF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0088+STABILITY: SURFACE MOTION
 TF0088
 TF0088  HISTORY     - Date     Condition        Report By
 TF0088  HISTORY     - 1935     MONUMENTED       CGS
 TF0088
 TF0088                          STATION DESCRIPTION
 TF0088
 TF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0088'2 MI E FROM DUNSEITH.
 TF0088'2.0 MILES EAST ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TF0088'RAILWAY STATION AT DUNSEITH, ROLETTE COUNTY, 1.7 MILES SOUTH ALONG
 TF0088'ANOTHER SECTION-LINE ROAD.  1.0 MILE SOUTH OF STATE HIGHWAYS 5, 0.5
 TF0088'MILE NORTH OF THE G. N. RY., 120 FEET SOUTHEAST OF THE CORNER COMMON
 TF0088'TO SECTIONS 4, 5, 8 AND 9, T. 161 N., R. 72 W., 78 FEET SOUTH OF A
 TF0088'FENCE CORNER, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 TF0088'WEST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED F 172 1935
 TF0088'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1526 ***********************************************************************
 TE1526  DESIGNATION -  F 174
 TE1526  PID         -  TE1526
 TE1526  STATE/COUNTY-  ND/PIERCE
 TE1526  USGS QUAD   -  ROLETTE SW (1955)
 TE1526
 TE1526                         *CURRENT SURVEY CONTROL
 TE1526  ___________________________________________________________________
 TE1526* NAD 83(1986)-  48 30 06.     (N)    099 59 39.     (W)     SCALED    
 TE1526* NAVD 88     -       487.709  (meters)    1600.09   (feet)  ADJUSTED  
 TE1526  ___________________________________________________________________
 TE1526  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TE1526  DYNAMIC HT  -         487.815 (meters)    1600.44  (feet)  COMP
 TE1526  MODELED GRAV-     980,813.7   (mgal)                       NAVD 88
 TE1526
 TE1526  VERT ORDER  -  SECOND    CLASS 0
 TE1526
 TE1526.The horizontal coordinates were scaled from a topographic map and have
 TE1526.an estimated accuracy of +/- 6 seconds.
 TE1526
 TE1526.The orthometric height was determined by differential leveling
 TE1526.and adjusted by the National Geodetic Survey in June 1991..
 TE1526
 TE1526.The geoid height was determined by GEOID03.
 TE1526
 TE1526.The dynamic height is computed by dividing the NAVD 88
 TE1526.geopotential number by the normal gravity value computed on the
 TE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1526.degrees latitude (g = 980.6199 gals.).
 TE1526
 TE1526.The modeled gravity was interpolated from observed gravity values.
 TE1526
 TE1526;                    North         East    Units  Estimated Accuracy
 TE1526;SPC ND N     -   167,080.      637,380.      MT  (+/- 180 meters Scaled)
 TE1526
 TE1526                          SUPERSEDED SURVEY CONTROL
 TE1526
 TE1526  NGVD 29 (??/??/92)  487.332  (m)         1598.86   (f) ADJ UNCH    2 0
 TE1526
 TE1526.Superseded values are not recommended for survey control.
 TE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1526.See file dsdata.txt to determine how the superseded data were derived.
 TE1526
 TE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU265725(NAD 83)
 TE1526_MARKER: DB = BENCH MARK DISK
 TE1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1526_STAMPING: F-174 1935
 TE1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1526+STABILITY: SURFACE MOTION
 TE1526
 TE1526  HISTORY     - Date     Condition        Report By
 TE1526  HISTORY     - 1935     MONUMENTED       CGS
 TE1526  HISTORY     - 1954     MARK NOT FOUND   USGS
 TE1526
 TE1526                          STATION DESCRIPTION
 TE1526
 TE1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1526'8.2 MI E FROM BARTON.
 TE1526'8.2 MILES EAST OF, ALONG ST. HWY. 17, FROM INTERSECTION WITH GREAT
 TE1526'NORTHERN RWY. 1 MILE EAST OF EAST JUNCTION OF ST. HWY. 17 AND 3. ABOUT
 TE1526'160 FEET WEST OF SECTION CORNER COMMON TO SECTIONS 17, 18, 19 AND 20,
 TE1526'T 158 N, R 72 W.  ABOUT 135 FEET WEST OF T.B.M. 2-A.  31.3 FEET SOUTH
 TE1526'OF HIGHWAY CENTERLINE.  1 FT. NORTH OF PROPERTY LINE FENCE. TABLET SET
 TE1526'IN PRECAST CONCRETE POST.
 TE1526
 TE1526                          STATION RECOVERY (1954)
 TE1526
 TE1526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 TE1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1497 ***********************************************************************
 TE1497  DESIGNATION -  F 175
 TE1497  PID         -  TE1497
 TE1497  STATE/COUNTY-  ND/ROLETTE
 TE1497  USGS QUAD   -  SAINT JOHN (1969)
 TE1497
 TE1497                         *CURRENT SURVEY CONTROL
 TE1497  ___________________________________________________________________
 TE1497* NAD 83(1986)-  48 58 45.     (N)    099 44 42.     (W)     SCALED    
 TE1497* NAVD 88     -       586.281  (meters)    1923.49   (feet)  ADJUSTED  
 TE1497  ___________________________________________________________________
 TE1497  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 TE1497  DYNAMIC HT  -         586.429 (meters)    1923.98  (feet)  COMP
 TE1497  MODELED GRAV-     980,841.6   (mgal)                       NAVD 88
 TE1497
 TE1497  VERT ORDER  -  SECOND    CLASS 0
 TE1497
 TE1497.The horizontal coordinates were scaled from a topographic map and have
 TE1497.an estimated accuracy of +/- 6 seconds.
 TE1497
 TE1497.The orthometric height was determined by differential leveling
 TE1497.and adjusted by the National Geodetic Survey in June 1991..
 TE1497
 TE1497.The geoid height was determined by GEOID03.
 TE1497
 TE1497.The dynamic height is computed by dividing the NAVD 88
 TE1497.geopotential number by the normal gravity value computed on the
 TE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1497.degrees latitude (g = 980.6199 gals.).
 TE1497
 TE1497.The modeled gravity was interpolated from observed gravity values.
 TE1497
 TE1497;                    North         East    Units  Estimated Accuracy
 TE1497;SPC ND N     -   220,330.      655,270.      MT  (+/- 180 meters Scaled)
 TE1497
 TE1497                          SUPERSEDED SURVEY CONTROL
 TE1497
 TE1497  NGVD 29 (??/??/92)  585.851  (m)         1922.08   (f) ADJ UNCH    2 0
 TE1497
 TE1497.Superseded values are not recommended for survey control.
 TE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1497.See file dsdata.txt to determine how the superseded data were derived.
 TE1497
 TE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV454254(NAD 83)
 TE1497_MARKER: DB = BENCH MARK DISK
 TE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1497_STAMPING: F-175 1935
 TE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1497+STABILITY: SURFACE MOTION
 TE1497
 TE1497  HISTORY     - Date     Condition        Report By
 TE1497  HISTORY     - 1935     MONUMENTED       CGS
 TE1497  HISTORY     - 1966     MARK NOT FOUND   USGS
 TE1497
 TE1497                          STATION DESCRIPTION
 TE1497
 TE1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1497'3.0 MI NW FROM ST JOHN.
 TE1497'2.5 MILES NORTHWEST, ALONG G.N.RR, THEN 0.5 MILE WEST OF FROM RR.
 TE1497'STATION.  ABOUT 200 FEET EAST OF SECTION CORNER COMMON TO SEC. 32, 33,
 TE1497'T 164 N, R 70 W, AND 4, 5, OF T 163 N, R 70 W.  29 FEET NORTH OF THE
 TE1497'ROAD CENTERLINE.  1 FT. SOUTH OF PROPERTY LINE FENCE.  TABLET SET IN
 TE1497'PRECAST CONCRETE POST.
 TE1497
 TE1497                          STATION RECOVERY (1966)
 TE1497
 TE1497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TE1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1140 ***********************************************************************
 TE1140  DESIGNATION -  F 176 RESET
 TE1140  PID         -  TE1140
 TE1140  STATE/COUNTY-  ND/TOWNER
 TE1140  USGS QUAD   -  HANSBORO (1969)
 TE1140
 TE1140                         *CURRENT SURVEY CONTROL
 TE1140  ___________________________________________________________________
 TE1140* NAD 83(1986)-  48 53 31.     (N)    099 23 40.     (W)     SCALED    
 TE1140* NAVD 88     -       499.931  (meters)    1640.19   (feet)  ADJUSTED  
 TE1140  ___________________________________________________________________
 TE1140  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 TE1140  DYNAMIC HT  -         500.054 (meters)    1640.59  (feet)  COMP
 TE1140  MODELED GRAV-     980,841.4   (mgal)                       NAVD 88
 TE1140
 TE1140  VERT ORDER  -  SECOND    CLASS 0
 TE1140
 TE1140.The horizontal coordinates were scaled from a topographic map and have
 TE1140.an estimated accuracy of +/- 6 seconds.
 TE1140
 TE1140.The orthometric height was determined by differential leveling
 TE1140.and adjusted by the National Geodetic Survey in June 1991..
 TE1140
 TE1140.The geoid height was determined by GEOID03.
 TE1140
 TE1140.The dynamic height is computed by dividing the NAVD 88
 TE1140.geopotential number by the normal gravity value computed on the
 TE1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1140.degrees latitude (g = 980.6199 gals.).
 TE1140
 TE1140.The modeled gravity was interpolated from observed gravity values.
 TE1140
 TE1140;                    North         East    Units  Estimated Accuracy
 TE1140;SPC ND N     -   210,940.      681,070.      MT  (+/- 180 meters Scaled)
 TE1140
 TE1140                          SUPERSEDED SURVEY CONTROL
 TE1140
 TE1140  NGVD 29 (??/??/92)  499.527  (m)         1638.86   (f) ADJ UNCH    2 0
 TE1140
 TE1140.Superseded values are not recommended for survey control.
 TE1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1140.See file dsdata.txt to determine how the superseded data were derived.
 TE1140
 TE1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV710155(NAD 83)
 TE1140_MARKER: DB = BENCH MARK DISK
 TE1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1140_STAMPING: F 176 1935 RESET 1940
 TE1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1140+STABILITY: SURFACE MOTION
 TE1140
 TE1140  HISTORY     - Date     Condition        Report By
 TE1140  HISTORY     - 1940     MONUMENTED       CGS
 TE1140  HISTORY     - 1940     GOOD             NGS
 TE1140
 TE1140                          STATION DESCRIPTION
 TE1140
 TE1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1140'14.0 MI NW FROM ROCKLAKE.
 TE1140'7.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE FARMERS GRAIN AND
 TE1140'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 7.0 MI. WEST
 TE1140'ALONG A SECTION-LINE ROAD.  IN THE NORTHEAST QUARTER OF A ROAD
 TE1140'INTERSECTION, 83.5 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE1140'ROAD, 35.5 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 TE1140'67.8 FEET EAST OF A FENCE CORNER, 0.8 FOOT SOUTH OF THE FENCE, AND 0.7
 TE1140'FOOT WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F
 TE1140'176 1935 RESET 1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1178 ***********************************************************************
 TE1178  DESIGNATION -  F 177
 TE1178  PID         -  TE1178
 TE1178  STATE/COUNTY-  ND/TOWNER
 TE1178  USGS QUAD   -  ROCK LAKE SE (1970)
 TE1178
 TE1178                         *CURRENT SURVEY CONTROL
 TE1178  ___________________________________________________________________
 TE1178* NAD 83(1986)-  48 46 23.     (N)    099 03 55.     (W)     SCALED    
 TE1178* NAVD 88     -       477.965  (meters)    1568.12   (feet)  ADJUSTED  
 TE1178  ___________________________________________________________________
 TE1178  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1178  DYNAMIC HT  -         478.074 (meters)    1568.48  (feet)  COMP
 TE1178  MODELED GRAV-     980,824.5   (mgal)                       NAVD 88
 TE1178
 TE1178  VERT ORDER  -  SECOND    CLASS 0
 TE1178
 TE1178.The horizontal coordinates were scaled from a topographic map and have
 TE1178.an estimated accuracy of +/- 6 seconds.
 TE1178
 TE1178.The orthometric height was determined by differential leveling
 TE1178.and adjusted by the National Geodetic Survey in June 1991..
 TE1178
 TE1178.The geoid height was determined by GEOID03.
 TE1178
 TE1178.The dynamic height is computed by dividing the NAVD 88
 TE1178.geopotential number by the normal gravity value computed on the
 TE1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1178.degrees latitude (g = 980.6199 gals.).
 TE1178
 TE1178.The modeled gravity was interpolated from observed gravity values.
 TE1178
 TE1178;                    North         East    Units  Estimated Accuracy
 TE1178;SPC ND N     -   198,120.      705,450.      MT  (+/- 180 meters Scaled)
 TE1178
 TE1178                          SUPERSEDED SURVEY CONTROL
 TE1178
 TE1178  NGVD 29 (??/??/92)  477.563  (m)         1566.80   (f) ADJ UNCH    2 0
 TE1178
 TE1178.Superseded values are not recommended for survey control.
 TE1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1178.See file dsdata.txt to determine how the superseded data were derived.
 TE1178
 TE1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV952022(NAD 83)
 TE1178_MARKER: DB = BENCH MARK DISK
 TE1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1178_STAMPING: F 177 1935
 TE1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1178+STABILITY: SURFACE MOTION
 TE1178
 TE1178  HISTORY     - Date     Condition        Report By
 TE1178  HISTORY     - 1935     MONUMENTED       CGS
 TE1178
 TE1178                          STATION DESCRIPTION
 TE1178
 TE1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1178'8.1 MI E FROM ROCKLAKE.
 TE1178'8.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE FARMERS GRAIN AND
 TE1178'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 1.0 MILE
 TE1178'SOUTH ALONG A SECTION-LINE ROAD.  0.1 MILE EAST OF A TURN IN THE ROAD,
 TE1178'AT THE CORNER COMMON TO SECTIONS 9, 10, 15 AND 16, T 161 N, R 65 W,
 TE1178'81.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE J.E. BROWN
 TE1178'FARMHOUSE, 78.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 34 FEET
 TE1178'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.2 FEET NORTH OF A
 TE1178'FARMYARD FENCE.  A STANDARD DISK, STAMPED F 177 1935 AND SET IN THE
 TE1178'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0591 ***********************************************************************
 RP0591  DESIGNATION -  F 18
 RP0591  PID         -  RP0591
 RP0591  STATE/COUNTY-  ND/BARNES
 RP0591  USGS QUAD   -  TOWER CITY (1967)
 RP0591
 RP0591                         *CURRENT SURVEY CONTROL
 RP0591  ___________________________________________________________________
 RP0591* NAD 83(1986)-  46 55 44.     (N)    097 43 54.     (W)     SCALED    
 RP0591* NAVD 88     -       366.366  (meters)    1201.99   (feet)  ADJUSTED  
 RP0591  ___________________________________________________________________
 RP0591  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 RP0591  DYNAMIC HT  -         366.396 (meters)    1202.08  (feet)  COMP
 RP0591  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 RP0591
 RP0591  VERT ORDER  -  FIRST     CLASS II
 RP0591
 RP0591.The horizontal coordinates were scaled from a topographic map and have
 RP0591.an estimated accuracy of +/- 6 seconds.
 RP0591
 RP0591.The orthometric height was determined by differential leveling
 RP0591.and adjusted by the National Geodetic Survey in June 1991..
 RP0591
 RP0591.The geoid height was determined by GEOID03.
 RP0591
 RP0591.The dynamic height is computed by dividing the NAVD 88
 RP0591.geopotential number by the normal gravity value computed on the
 RP0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0591.degrees latitude (g = 980.6199 gals.).
 RP0591
 RP0591.The modeled gravity was interpolated from observed gravity values.
 RP0591
 RP0591;                    North         East    Units  Estimated Accuracy
 RP0591;SPC ND S     -   144,020.      810,770.      MT  (+/- 180 meters Scaled)
 RP0591
 RP0591                          SUPERSEDED SURVEY CONTROL
 RP0591
 RP0591  NGVD 29 (??/??/92)  366.01   (m)         1200.8    (f) COMPUTED    1 2
 RP0591
 RP0591.Superseded values are not recommended for survey control.
 RP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0591.See file dsdata.txt to determine how the superseded data were derived.
 RP0591
 RP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS965980(NAD 83)
 RP0591_MARKER: DB = BENCH MARK DISK
 RP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0591_STAMPING: 1200.824 F 18 1931
 RP0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0591+STABILITY: SURFACE MOTION
 RP0591
 RP0591  HISTORY     - Date     Condition        Report By
 RP0591  HISTORY     - 1931     MONUMENTED       CGS
 RP0591  HISTORY     - 1964     MARK NOT FOUND   NGS
 RP0591
 RP0591                          STATION DESCRIPTION
 RP0591
 RP0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0591'2.5 MI W FROM TOWER CITY.
 RP0591'IN BARNES COUNTY, 2.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY
 RP0591'FROM TOWER CITY, CASS COUNTY, AT KOLDOK, 75 FEET WEST OF THE WEST FACE
 RP0591'OF THE STATION, 82 FEET NORTHEAST OF THE NORTHEAST FOOTING OF A
 RP0591'COALING STATION, 50 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 RP0591'8.5 FEET EAST OF THE FIRST POLE WEST OF THE STATION, AND IN LINE WITH
 RP0591'A ROW OF POLES.  A STANDARD DISK, STAMPED 1200.824 F 18 1931 AND SET
 RP0591'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0273 ***********************************************************************
 TD0273  DESIGNATION -  F 182
 TD0273  PID         -  TD0273
 TD0273  STATE/COUNTY-  ND/PEMBINA
 TD0273  USGS QUAD   -  BOWESMONT (1979)
 TD0273
 TD0273                         *CURRENT SURVEY CONTROL
 TD0273  ___________________________________________________________________
 TD0273* NAD 83(1986)-  48 41 15.     (N)    097 12 41.     (W)     SCALED    
 TD0273* NAVD 88     -       243.667  (meters)     799.43   (feet)  ADJUSTED  
 TD0273  ___________________________________________________________________
 TD0273  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 TD0273  DYNAMIC HT  -         243.731 (meters)     799.64  (feet)  COMP
 TD0273  MODELED GRAV-     980,867.1   (mgal)                       NAVD 88
 TD0273
 TD0273  VERT ORDER  -  SECOND    CLASS 0
 TD0273
 TD0273.The horizontal coordinates were scaled from a topographic map and have
 TD0273.an estimated accuracy of +/- 6 seconds.
 TD0273
 TD0273.The orthometric height was determined by differential leveling
 TD0273.and adjusted by the National Geodetic Survey in June 1991..
 TD0273.WARNING-Repeat measurements at this control monument indicate possible
 TD0273.vertical movement.
 TD0273
 TD0273.The geoid height was determined by GEOID03.
 TD0273
 TD0273.The dynamic height is computed by dividing the NAVD 88
 TD0273.geopotential number by the normal gravity value computed on the
 TD0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0273.degrees latitude (g = 980.6199 gals.).
 TD0273
 TD0273.The modeled gravity was interpolated from observed gravity values.
 TD0273
 TD0273;                    North         East    Units  Estimated Accuracy
 TD0273;SPC ND N     -   192,800.      842,060.      MT  (+/- 180 meters Scaled)
 TD0273
 TD0273                          SUPERSEDED SURVEY CONTROL
 TD0273
 TD0273  NGVD 29 (??/??/92)  243.285  (m)          798.18   (f) ADJ UNCH    2 0
 TD0273
 TD0273.Superseded values are not recommended for survey control.
 TD0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0273.See file dsdata.txt to determine how the superseded data were derived.
 TD0273
 TD0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU316942(NAD 83)
 TD0273_MARKER: DB = BENCH MARK DISK
 TD0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0273_STAMPING: F-182 1935
 TD0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0273+STABILITY: SURFACE MOTION
 TD0273
 TD0273  HISTORY     - Date     Condition        Report By
 TD0273  HISTORY     - 1935     MONUMENTED       CGS
 TD0273  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0273
 TD0273                          STATION DESCRIPTION
 TD0273
 TD0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0273'1.5 MI W FROM BOWESMONT.
 TD0273'1.5 MILES WEST OF N.P. RR. STATION AT BOWESMONT ALONG SECTION ROAD. N.
 TD0273'W. CORNER SEC. 15, T 160 N, R 51 W.  32.5 FEET SOUTH OF CENTERLINE OF
 TD0273'EAST-WEST ROAD.  26.5 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD. 4.4
 TD0273'FEET SOUTH OF NORTHWEST CORNER OF FENCE.  TABLET SET IN PRECAST
 TD0273'CONCRETE POST.
 TD0273
 TD0273                          STATION RECOVERY (1970)
 TD0273
 TD0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0639 ***********************************************************************
 TD0639  DESIGNATION -  F 183
 TD0639  PID         -  TD0639
 TD0639  STATE/COUNTY-  ND/PEMBINA
 TD0639  USGS QUAD   -  LEROY (1979)
 TD0639
 TD0639                         *CURRENT SURVEY CONTROL
 TD0639  ___________________________________________________________________
 TD0639* NAD 83(1986)-  48 59 31.     (N)    097 50 26.     (W)     SCALED    
 TD0639* NAVD 88     -       278.258  (meters)     912.92   (feet)  ADJUSTED  
 TD0639  ___________________________________________________________________
 TD0639  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 TD0639  DYNAMIC HT  -         278.343 (meters)     913.20  (feet)  COMP
 TD0639  MODELED GRAV-     980,905.9   (mgal)                       NAVD 88
 TD0639
 TD0639  VERT ORDER  -  SECOND    CLASS 0
 TD0639
 TD0639.The horizontal coordinates were scaled from a topographic map and have
 TD0639.an estimated accuracy of +/- 6 seconds.
 TD0639
 TD0639.The orthometric height was determined by differential leveling
 TD0639.and adjusted by the National Geodetic Survey in June 1991..
 TD0639
 TD0639.The geoid height was determined by GEOID03.
 TD0639
 TD0639.The dynamic height is computed by dividing the NAVD 88
 TD0639.geopotential number by the normal gravity value computed on the
 TD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0639.degrees latitude (g = 980.6199 gals.).
 TD0639
 TD0639.The modeled gravity was interpolated from observed gravity values.
 TD0639
 TD0639;                    North         East    Units  Estimated Accuracy
 TD0639;SPC ND N     -   224,840.      794,600.      MT  (+/- 180 meters Scaled)
 TD0639
 TD0639                          SUPERSEDED SURVEY CONTROL
 TD0639
 TD0639  NGVD 29 (??/??/92)  277.881  (m)          911.68   (f) ADJ UNCH    2 0
 TD0639
 TD0639.Superseded values are not recommended for survey control.
 TD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0639.See file dsdata.txt to determine how the superseded data were derived.
 TD0639
 TD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV848272(NAD 83)
 TD0639_MARKER: DB = BENCH MARK DISK
 TD0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0639_STAMPING: F 183 1935
 TD0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0639+STABILITY: SURFACE MOTION
 TD0639
 TD0639  HISTORY     - Date     Condition        Report By
 TD0639  HISTORY     - 1935     MONUMENTED       CGS
 TD0639
 TD0639                          STATION DESCRIPTION
 TD0639
 TD0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0639'5.4 MI NE FROM WALHALLA.
 TD0639'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 TD0639'VANG ROAD AT WALHALLA, PEMBINA COUNTY, 3.0 MILES EAST ALONG A
 TD0639'SECTION-LINE ROAD, AT THE SOUTHEAST CORNER OF SECTION 26, T. 164 N. R.
 TD0639'56 W., AT A ROAD CROSSING, 120 FEET NORTH OF THE CENTERLINE OF THE
 TD0639'EAST-AND-WEST ROAD, 24.8 FEET WEST OF THE CENTERLINE OF THE
 TD0639'NORTH-AND-SOUTH ROAD, 26 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TD0639'NEWTON LEE FARMHOUSE, AND 3 FEET SOUTH OF CORNER TELEPHONE POLE. A
 TD0639'STANDRD DISK, STAMPED F 183 1935 AND SET IN THE TOP OF A CONCRETE
 TD0639'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0094 ***********************************************************************
 TE0094  DESIGNATION -  F 185
 TE0094  PID         -  TE0094
 TE0094  STATE/COUNTY-  ND/CAVALIER
 TE0094  USGS QUAD   -  LANGDON EAST (1983)
 TE0094
 TE0094                         *CURRENT SURVEY CONTROL
 TE0094  ___________________________________________________________________
 TE0094* NAD 83(1986)-  48 45 41.     (N)    098 22 19.     (W)     SCALED    
 TE0094* NAVD 88     -       493.279  (meters)    1618.37   (feet)  ADJUSTED  
 TE0094  ___________________________________________________________________
 TE0094  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 TE0094  DYNAMIC HT  -         493.392 (meters)    1618.74  (feet)  COMP
 TE0094  MODELED GRAV-     980,824.6   (mgal)                       NAVD 88
 TE0094
 TE0094  VERT ORDER  -  SECOND    CLASS 0
 TE0094
 TE0094.The horizontal coordinates were scaled from a topographic map and have
 TE0094.an estimated accuracy of +/- 6 seconds.
 TE0094
 TE0094.The orthometric height was determined by differential leveling
 TE0094.and adjusted by the National Geodetic Survey in June 1991..
 TE0094
 TE0094.The geoid height was determined by GEOID03.
 TE0094
 TE0094.The dynamic height is computed by dividing the NAVD 88
 TE0094.geopotential number by the normal gravity value computed on the
 TE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0094.degrees latitude (g = 980.6199 gals.).
 TE0094
 TE0094.The modeled gravity was interpolated from observed gravity values.
 TE0094
 TE0094;                    North         East    Units  Estimated Accuracy
 TE0094;SPC ND N     -   198,000.      756,440.      MT  (+/- 180 meters Scaled)
 TE0094
 TE0094                          SUPERSEDED SURVEY CONTROL
 TE0094
 TE0094  NGVD 29 (??/??/92)  492.903  (m)         1617.13   (f) ADJ UNCH    2 0
 TE0094
 TE0094.Superseded values are not recommended for survey control.
 TE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0094.See file dsdata.txt to determine how the superseded data were derived.
 TE0094
 TE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV461011(NAD 83)
 TE0094_MARKER: DB = BENCH MARK DISK
 TE0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0094_SP_SET: BUILDING
 TE0094_STAMPING: F 185 1935
 TE0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0094
 TE0094  HISTORY     - Date     Condition        Report By
 TE0094  HISTORY     - 1935     MONUMENTED       CGS
 TE0094  HISTORY     - 1964     GOOD             NGS
 TE0094  HISTORY     - 1971     GOOD             NDHD
 TE0094
 TE0094                          STATION DESCRIPTION
 TE0094
 TE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0094'IN LANGDON.
 TE0094'AT LANGDON, IN SECTION 14, R 60 W, T 161 N, ABOUT 0.2 MILE WEST ALONG
 TE0094'STATE HIGHWAY 5 (9 TH AVE) FROM THE CAVALIER COUNTY COURTHOUSE, SET
 TE0094'VERTICALLY IN THE SOUTH BRICK FACE OF THE EASTERN MOST COLUMN AT SOUTH
 TE0094'ENTRANCE TO SCHOOL BUILDING, 120 1/2 FEET NORTH OF THE CENTER LINE OF
 TE0094'THE HIGHWAY, 10.8 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE TO
 TE0094'BUILDING AND 2 1/2 FEET ABOVE THE TOP STEP AT MAIN ENTRANCE.
 TE0094
 TE0094                          STATION RECOVERY (1971)
 TE0094
 TE0094'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1971
 TE0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0641 ***********************************************************************
 TD0641  DESIGNATION -  F 186
 TD0641  PID         -  TD0641
 TD0641  STATE/COUNTY-  ND/PEMBINA
 TD0641  USGS QUAD   -  WALHALLA (1979)
 TD0641
 TD0641                         *CURRENT SURVEY CONTROL
 TD0641  ___________________________________________________________________
 TD0641* NAD 83(1986)-  48 57 47.     (N)    097 54 23.     (W)     SCALED    
 TD0641* NAVD 88     -       289.054  (meters)     948.34   (feet)  ADJUSTED  
 TD0641  ___________________________________________________________________
 TD0641  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 TD0641  DYNAMIC HT  -         289.139 (meters)     948.62  (feet)  COMP
 TD0641  MODELED GRAV-     980,894.8   (mgal)                       NAVD 88
 TD0641
 TD0641  VERT ORDER  -  SECOND    CLASS 0
 TD0641
 TD0641.The horizontal coordinates were scaled from a topographic map and have
 TD0641.an estimated accuracy of +/- 6 seconds.
 TD0641
 TD0641.The orthometric height was determined by differential leveling
 TD0641.and adjusted by the National Geodetic Survey in June 1991..
 TD0641
 TD0641.The geoid height was determined by GEOID03.
 TD0641
 TD0641.The dynamic height is computed by dividing the NAVD 88
 TD0641.geopotential number by the normal gravity value computed on the
 TD0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0641.degrees latitude (g = 980.6199 gals.).
 TD0641
 TD0641.The modeled gravity was interpolated from observed gravity values.
 TD0641
 TD0641;                    North         East    Units  Estimated Accuracy
 TD0641;SPC ND N     -   221,470.      789,890.      MT  (+/- 180 meters Scaled)
 TD0641
 TD0641                          SUPERSEDED SURVEY CONTROL
 TD0641
 TD0641  NGVD 29 (??/??/92)  288.674  (m)          947.09   (f) ADJ UNCH    2 0
 TD0641
 TD0641.Superseded values are not recommended for survey control.
 TD0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0641.See file dsdata.txt to determine how the superseded data were derived.
 TD0641
 TD0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV800239(NAD 83)
 TD0641_MARKER: DB = BENCH MARK DISK
 TD0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0641_STAMPING: F-186 1935
 TD0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0641+STABILITY: SURFACE MOTION
 TD0641
 TD0641  HISTORY     - Date     Condition        Report By
 TD0641  HISTORY     - 1935     MONUMENTED       CGS
 TD0641  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0641
 TD0641                          STATION DESCRIPTION
 TD0641
 TD0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0641'3.4 MI NE FROM WALHALLA.
 TD0641'3.4 MILES NORTHEAST ALONG STATE HWY 32 FROM THE INTERSECTION IN
 TD0641'WALHALLA OF STATE HWY 32 AND ROAD LEADING WEST TO VANG, CAVALIER CO.
 TD0641'S. E. CORNER SEC. 5, T 163 N, R 56 W.  34.5 FEET WEST OF CENTERLINE OF
 TD0641'NORTH-SOUTH ROAD.  25 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD. 6.7
 TD0641'FEET NORTH OF TELEPHONE POLE.  TABLET SET IN PRECAST CONCRETE POST.
 TD0641
 TD0641                          STATION RECOVERY (1964)
 TD0641
 TD0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1164 ***********************************************************************
 TE1164  DESIGNATION -  F 188
 TE1164  PID         -  TE1164
 TE1164  STATE/COUNTY-  ND/TOWNER
 TE1164  USGS QUAD   -  ROCK LAKE NE (1969)
 TE1164
 TE1164                         *CURRENT SURVEY CONTROL
 TE1164  ___________________________________________________________________
 TE1164* NAD 83(1986)-  48 59 58.     (N)    099 05 41.     (W)     SCALED    
 TE1164* NAVD 88     -       492.369  (meters)    1615.38   (feet)  ADJUSTED  
 TE1164  ___________________________________________________________________
 TE1164  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 TE1164  DYNAMIC HT  -         492.496 (meters)    1615.80  (feet)  COMP
 TE1164  MODELED GRAV-     980,852.7   (mgal)                       NAVD 88
 TE1164
 TE1164  VERT ORDER  -  SECOND    CLASS 0
 TE1164
 TE1164.The horizontal coordinates were scaled from a topographic map and have
 TE1164.an estimated accuracy of +/- 6 seconds.
 TE1164
 TE1164.The orthometric height was determined by differential leveling
 TE1164.and adjusted by the National Geodetic Survey in June 1991..
 TE1164
 TE1164.The geoid height was determined by GEOID03.
 TE1164
 TE1164.The dynamic height is computed by dividing the NAVD 88
 TE1164.geopotential number by the normal gravity value computed on the
 TE1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1164.degrees latitude (g = 980.6199 gals.).
 TE1164
 TE1164.The modeled gravity was interpolated from observed gravity values.
 TE1164
 TE1164;                    North         East    Units  Estimated Accuracy
 TE1164;SPC ND N     -   223,250.      702,830.      MT  (+/- 180 meters Scaled)
 TE1164
 TE1164                          SUPERSEDED SURVEY CONTROL
 TE1164
 TE1164  NGVD 29 (??/??/92)  491.962  (m)         1614.05   (f) ADJ UNCH    2 0
 TE1164
 TE1164.Superseded values are not recommended for survey control.
 TE1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1164.See file dsdata.txt to determine how the superseded data were derived.
 TE1164
 TE1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV930273(NAD 83)
 TE1164_MARKER: DB = BENCH MARK DISK
 TE1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1164_STAMPING: F 188 1935
 TE1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1164+STABILITY: SURFACE MOTION
 TE1164
 TE1164  HISTORY     - Date     Condition        Report By
 TE1164  HISTORY     - 1935     MONUMENTED       CGS
 TE1164
 TE1164                          STATION DESCRIPTION
 TE1164
 TE1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1164'8.0 MI NW FROM SARLES.
 TE1164'IN TOWNER COUNTY, 8 MILES NORTHWEST OF SARLES, CAVALIER COUNTY, FROM
 TE1164'THE GREAT NORTHERN RAILWAY STATION AT WHICH PLACE IT MAY BE REACHED BY
 TE1164'GOING 3.0 MILES NORTH, 4.0 MILES WEST, AND 0.5 MILE NORTH ALONG
 TE1164'SECTIONLINE ROADS, AND 0.2 MILE WEST ALONG THE UNITED STATES-CANADIAN
 TE1164'BOUNDARY LINE.  THE BENCH MARK IS AT THE NORTHWEST CORNER OF THE NE
 TE1164'1/4 OF SE 1/4 OF SECTION 29, T. 164 N., R. 66 W., 0.3 MILE EAST OF THE
 TE1164'NORTHEAST CORNER OF THE SW 1/4, AND 1.9 FEET EAST OF INTERNATIONAL
 TE1164'BOUNDARY MARKER 745.  A STANDARD DISK, STAMPED F 188 1935 AND SET IN
 TE1164'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0022 ***********************************************************************
 TE0022  DESIGNATION -  F 189 RESET
 TE0022  PID         -  TE0022
 TE0022  STATE/COUNTY-  ND/CAVALIER
 TE0022  USGS QUAD   -  MAIDA (1967)
 TE0022
 TE0022                         *CURRENT SURVEY CONTROL
 TE0022  ___________________________________________________________________
 TE0022* NAD 83(1986)-  48 53 30.     (N)    098 16 38.     (W)     SCALED    
 TE0022* NAVD 88     -       483.27   (+/-2cm)    1585.5    (feet)  VERTCON   
 TE0022  ___________________________________________________________________
 TE0022  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0022
 TE0022  VERT ORDER  -  THIRD (See Below)
 TE0022
 TE0022.The horizontal coordinates were scaled from a topographic map and have
 TE0022.an estimated accuracy of +/- 6 seconds.
 TE0022
 TE0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0022.The vertical order pertains to the NGVD 29 superseded value.
 TE0022
 TE0022.The geoid height was determined by GEOID03.
 TE0022
 TE0022;                    North         East    Units  Estimated Accuracy
 TE0022;SPC ND N     -   212,680.      762,980.      MT  (+/- 180 meters Scaled)
 TE0022
 TE0022                          SUPERSEDED SURVEY CONTROL
 TE0022
 TE0022  NGVD 29 (??/??/??)  482.90   (m)         1584.3    (f) RESET       3  
 TE0022
 TE0022.Superseded values are not recommended for survey control.
 TE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0022.See file dsdata.txt to determine how the superseded data were derived.
 TE0022
 TE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV529156(NAD 83)
 TE0022_MARKER: DB = BENCH MARK DISK
 TE0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0022_STAMPING: F 189 RESET 1965
 TE0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0022+STABILITY: SURFACE MOTION
 TE0022
 TE0022  HISTORY     - Date     Condition        Report By
 TE0022  HISTORY     - 1965     MONUMENTED       CGS
 TE0022
 TE0022                          STATION DESCRIPTION
 TE0022
 TE0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TE0022'11.4 MI SE FROM MAIDA.
 TE0022'7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOM HOUSE AT MAIDA,
 TE0022'THENCE 4.0 MILES EAST ALONG A COUNTY ROAD, OPPOSITE A ROAD LEADING
 TE0022'SOUTH, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET
 TE0022'WEST-NORTHWEST OF A POWER LINE POLE AND 1 FOOT EAST OF A METAL WITNESS
 TE0022'POST.  A STANDARD REFERENCE MARK DISK SET IN A CONCRETE POST
 TE0022'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0160 ***********************************************************************
 RS0160  DESIGNATION -  F 19 RESET
 RS0160  PID         -  RS0160
 RS0160  STATE/COUNTY-  ND/BOWMAN
 RS0160  USGS QUAD   -  BOWMAN SW (1978)
 RS0160
 RS0160                         *CURRENT SURVEY CONTROL
 RS0160  ___________________________________________________________________
 RS0160* NAD 83(1986)-  46 00 11.     (N)    103 24 37.     (W)     SCALED    
 RS0160* NAVD 88     -       863.85   (+/-2cm)    2834.1    (feet)  VERTCON   
 RS0160  ___________________________________________________________________
 RS0160  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RS0160
 RS0160  VERT ORDER  -  THIRD (See Below)
 RS0160
 RS0160.The horizontal coordinates were scaled from a topographic map and have
 RS0160.an estimated accuracy of +/- 6 seconds.
 RS0160
 RS0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0160.The vertical order pertains to the NGVD 29 superseded value.
 RS0160
 RS0160.The geoid height was determined by GEOID03.
 RS0160
 RS0160;                    North         East    Units  Estimated Accuracy
 RS0160;SPC ND S     -    41,570.      374,620.      MT  (+/- 180 meters Scaled)
 RS0160
 RS0160                          SUPERSEDED SURVEY CONTROL
 RS0160
 RS0160  NGVD 29 (11/04/04)  863.36   (m)         2832.5    (f) RESET       3  
 RS0160
 RS0160.Superseded values are not recommended for survey control.
 RS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0160.See file dsdata.txt to determine how the superseded data were derived.
 RS0160
 RS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL230956(NAD 83)
 RS0160_MARKER: DB = BENCH MARK DISK
 RS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0160_STAMPING: F 19 RESET 1966
 RS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0160+STABILITY: SURFACE MOTION
 RS0160
 RS0160  HISTORY     - Date     Condition        Report By
 RS0160  HISTORY     - 1966     MONUMENTED       CGS
 RS0160
 RS0160                          STATION DESCRIPTION
 RS0160
 RS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RS0160'12.4 MI N FROM LUDLOW.
 RS0160'ABOUT 12.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM LUDLOW, HARDING
 RS0160'COUNTY, SOUTH DAKOTA, 100 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 RS0160'85, 20 FEET NORTH OF A CORNER FENCE POST, 16 FEET SOUTH OF A POWERLINE
 RS0160'POLE, 2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 2 FEET WEST OF A
 RS0160'FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 RS0160'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0876 ***********************************************************************
 TE0876  DESIGNATION -  F 190
 TE0876  PID         -  TE0876
 TE0876  STATE/COUNTY-  ND/CAVALIER
 TE0876  USGS QUAD   -  SARLES NE (1970)
 TE0876
 TE0876                         *CURRENT SURVEY CONTROL
 TE0876  ___________________________________________________________________
 TE0876* NAD 83(1986)-  48 53 30.     (N)    098 49 28.     (W)     SCALED    
 TE0876* NAVD 88     -       480.193  (meters)    1575.43   (feet)  ADJUSTED  
 TE0876  ___________________________________________________________________
 TE0876  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE0876  DYNAMIC HT  -         480.306 (meters)    1575.80  (feet)  COMP
 TE0876  MODELED GRAV-     980,831.9   (mgal)                       NAVD 88
 TE0876
 TE0876  VERT ORDER  -  SECOND    CLASS 0
 TE0876
 TE0876.The horizontal coordinates were scaled from a topographic map and have
 TE0876.an estimated accuracy of +/- 6 seconds.
 TE0876
 TE0876.The orthometric height was determined by differential leveling
 TE0876.and adjusted by the National Geodetic Survey in June 1991..
 TE0876
 TE0876.The geoid height was determined by GEOID03.
 TE0876
 TE0876.The dynamic height is computed by dividing the NAVD 88
 TE0876.geopotential number by the normal gravity value computed on the
 TE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0876.degrees latitude (g = 980.6199 gals.).
 TE0876
 TE0876.The modeled gravity was interpolated from observed gravity values.
 TE0876
 TE0876;                    North         East    Units  Estimated Accuracy
 TE0876;SPC ND N     -   211,670.      722,860.      MT  (+/- 180 meters Scaled)
 TE0876
 TE0876                          SUPERSEDED SURVEY CONTROL
 TE0876
 TE0876  NGVD 29 (??/??/92)  479.786  (m)         1574.10   (f) ADJ UNCH    2 0
 TE0876
 TE0876.Superseded values are not recommended for survey control.
 TE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0876.See file dsdata.txt to determine how the superseded data were derived.
 TE0876
 TE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV128154(NAD 83)
 TE0876_MARKER: DB = BENCH MARK DISK
 TE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0876_STAMPING: F 190 1935
 TE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0876+STABILITY: SURFACE MOTION
 TE0876
 TE0876  HISTORY     - Date     Condition        Report By
 TE0876  HISTORY     - 1935     MONUMENTED       CGS
 TE0876  HISTORY     - 1969     MARK NOT FOUND   USGS
 TE0876
 TE0876                          STATION DESCRIPTION
 TE0876
 TE0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0876'1.8 MI NW FROM CALVIN.
 TE0876'1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0876'AT CALVIN, CAVALIER COUNTY, 1.0 MILE NORTH AND 6.0 MILES EAST ALONG
 TE0876'SECTION-LINE ROADS.  AT THE SOUTHEAST CORNER OF SECTION 32, T. 163 N.,
 TE0876'R. 63 W., AT A ROAD INTERSECTION, 29.2 FEET NORTH OF THE CENTERLINE OF
 TE0876'THE EAST-AND-WEST ROAD, AND 25 FEET WEST OF THE CENTERLINE OF THE
 TE0876'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED F 190 1935 AND SET IN
 TE0876'THE TOP OF A CONCRETE POST.
 TE0876
 TE0876                          STATION RECOVERY (1969)
 TE0876
 TE0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1421 ***********************************************************************
 TE1421  DESIGNATION -  F 192
 TE1421  PID         -  TE1421
 TE1421  STATE/COUNTY-  ND/BENSON
 TE1421  USGS QUAD   -  FILLMORE (1958)
 TE1421
 TE1421                         *CURRENT SURVEY CONTROL
 TE1421  ___________________________________________________________________
 TE1421* NAD 83(1986)-  48 14 14.     (N)    099 49 34.     (W)     SCALED    
 TE1421* NAVD 88     -       493.544  (meters)    1619.24   (feet)  ADJUSTED  
 TE1421  ___________________________________________________________________
 TE1421  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TE1421  DYNAMIC HT  -         493.634 (meters)    1619.53  (feet)  COMP
 TE1421  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 TE1421
 TE1421  VERT ORDER  -  SECOND    CLASS 0
 TE1421
 TE1421.The horizontal coordinates were scaled from a topographic map and have
 TE1421.an estimated accuracy of +/- 6 seconds.
 TE1421
 TE1421.The orthometric height was determined by differential leveling
 TE1421.and adjusted by the National Geodetic Survey in June 1991..
 TE1421
 TE1421.The geoid height was determined by GEOID03.
 TE1421
 TE1421.The dynamic height is computed by dividing the NAVD 88
 TE1421.geopotential number by the normal gravity value computed on the
 TE1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1421.degrees latitude (g = 980.6199 gals.).
 TE1421
 TE1421.The modeled gravity was interpolated from observed gravity values.
 TE1421
 TE1421;                    North         East    Units  Estimated Accuracy
 TE1421;SPC ND N     -   137,780.      650,060.      MT  (+/- 180 meters Scaled)
 TE1421
 TE1421                          SUPERSEDED SURVEY CONTROL
 TE1421
 TE1421  NGVD 29 (??/??/92)  493.183  (m)         1618.05   (f) ADJ UNCH    2 0
 TE1421
 TE1421.Superseded values are not recommended for survey control.
 TE1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1421.See file dsdata.txt to determine how the superseded data were derived.
 TE1421
 TE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU386429(NAD 83)
 TE1421_MARKER: DB = BENCH MARK DISK
 TE1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1421_STAMPING: F 192 1935
 TE1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1421+STABILITY: SURFACE MOTION
 TE1421
 TE1421  HISTORY     - Date     Condition        Report By
 TE1421  HISTORY     - 1935     MONUMENTED       CGS
 TE1421  HISTORY     - 1957     MARK NOT FOUND   NGS
 TE1421
 TE1421                          STATION DESCRIPTION
 TE1421
 TE1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TE1421'5.1 MI NW FROM FILLMORE.
 TE1421'5.1 MILES NORTHWEST ALONG DIRT ROADS FROM THE MINNEAPOLIS, ST. PAUL
 TE1421'AND SAULT STE. MARIE RAILROAD (NOW THE SOO LINE RAILROAD) STATION AT
 TE1421'FILLMORE, BENSON COUNTY, 2.0 MILES SOUTH OF BENCH MARK E 192 DESCRIBED
 TE1421'ABOVE, AT THE NORTHEAST QUARTER OF SECTION 19, T 155 N, R 71 W, 400
 TE1421'FEET SOUTH OF AN OPEN GRAVEL PIT, ON THE SLOPE OF A PROMINENT GRASSY
 TE1421'KNOLL ABOVE A VALLEY, 46 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 TE1421'24.4 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED F 192 1935 AND SET
 TE1421'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1402 ***********************************************************************
 TE1402  DESIGNATION -  F 193
 TE1402  PID         -  TE1402
 TE1402  STATE/COUNTY-  ND/BENSON
 TE1402  USGS QUAD   -  HARLOW SE (1958)
 TE1402
 TE1402                         *CURRENT SURVEY CONTROL
 TE1402  ___________________________________________________________________
 TE1402* NAD 83(1986)-  48 05 36.     (N)    099 30 09.     (W)     SCALED    
 TE1402* NAVD 88     -       493.904  (meters)    1620.42   (feet)  ADJUSTED  
 TE1402  ___________________________________________________________________
 TE1402  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 TE1402  DYNAMIC HT  -         493.978 (meters)    1620.66  (feet)  COMP
 TE1402  MODELED GRAV-     980,745.4   (mgal)                       NAVD 88
 TE1402
 TE1402  VERT ORDER  -  SECOND    CLASS 0
 TE1402
 TE1402.The horizontal coordinates were scaled from a topographic map and have
 TE1402.an estimated accuracy of +/- 6 seconds.
 TE1402
 TE1402.The orthometric height was determined by differential leveling
 TE1402.and adjusted by the National Geodetic Survey in June 1991..
 TE1402
 TE1402.The geoid height was determined by GEOID03.
 TE1402
 TE1402.The dynamic height is computed by dividing the NAVD 88
 TE1402.geopotential number by the normal gravity value computed on the
 TE1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1402.degrees latitude (g = 980.6199 gals.).
 TE1402
 TE1402.The modeled gravity was interpolated from observed gravity values.
 TE1402
 TE1402;                    North         East    Units  Estimated Accuracy
 TE1402;SPC ND N     -   122,040.      674,300.      MT  (+/- 180 meters Scaled)
 TE1402
 TE1402                          SUPERSEDED SURVEY CONTROL
 TE1402
 TE1402  NGVD 29 (??/??/92)  493.519  (m)         1619.15   (f) ADJ UNCH    2 0
 TE1402
 TE1402.Superseded values are not recommended for survey control.
 TE1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1402.See file dsdata.txt to determine how the superseded data were derived.
 TE1402
 TE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU625267(NAD 83)
 TE1402_MARKER: DB = BENCH MARK DISK
 TE1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1402_STAMPING: F 193 1935
 TE1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1402+STABILITY: SURFACE MOTION
 TE1402
 TE1402  HISTORY     - Date     Condition        Report By
 TE1402  HISTORY     - 1935     MONUMENTED       CGS
 TE1402  HISTORY     - 1956     POOR             NGS
 TE1402
 TE1402                          STATION DESCRIPTION
 TE1402
 TE1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1402'5.0 MI S FROM HARLOW.
 TE1402'5.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE SOO LINE RAILROAD
 TE1402'STATION AT HARLOW, BENSON COUNTY, 1.0 MILE EAST ALONG A SECTION-LINE
 TE1402'ROAD.  AT THE NORTHEAST CORNER OF SECTION 10, T 153 N, R 69 W, AT A
 TE1402'ROAD INTERSECTION, 47.6 FEET SOUTHWEST OF THE CENTER OF THE
 TE1402'INTERSECTION, 35.2 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE1402'ROAD, 30.2 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 TE1402'16.3 FEET SOUTHWEST OF THE WEST END OF A GALVANIZED-IRON CULVERT UNDER
 TE1402'THE NORTH-AND-SOUTH ROAD, 3.7 FEET SOUTHWEST OF THE NORTHWEST CORNER
 TE1402'OF THE BARBED-WIRE FENCE, AND 2.5 FEET SOUTH OF THE EAST-AND-WEST
 TE1402'BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED F 193 1935 AND SET IN THE
 TE1402'TOP OF A CONCRETE POST.  NOTE-- BENCH MARK IS UNDER WATER AND PROBABLY
 TE1402'HAS BEEN DISTURBED BY FROST HEAVE BY APPROX. 1/2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1295 ***********************************************************************
 TE1295  DESIGNATION -  F 194
 TE1295  PID         -  TE1295
 TE1295  STATE/COUNTY-  ND/BENSON
 TE1295  USGS QUAD   -  ESMOND (1958)
 TE1295
 TE1295                         *CURRENT SURVEY CONTROL
 TE1295  ___________________________________________________________________
 TE1295* NAD 83(1986)-  48 03 53.     (N)    099 46 21.     (W)     SCALED    
 TE1295* NAVD 88     -       505.286  (meters)    1657.76   (feet)  ADJUSTED  
 TE1295  ___________________________________________________________________
 TE1295  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TE1295  DYNAMIC HT  -         505.374 (meters)    1658.05  (feet)  COMP
 TE1295  MODELED GRAV-     980,771.1   (mgal)                       NAVD 88
 TE1295
 TE1295  VERT ORDER  -  SECOND    CLASS 0
 TE1295
 TE1295.The horizontal coordinates were scaled from a topographic map and have
 TE1295.an estimated accuracy of +/- 6 seconds.
 TE1295
 TE1295.The orthometric height was determined by differential leveling
 TE1295.and adjusted by the National Geodetic Survey in June 1991..
 TE1295
 TE1295.The geoid height was determined by GEOID03.
 TE1295
 TE1295.The dynamic height is computed by dividing the NAVD 88
 TE1295.geopotential number by the normal gravity value computed on the
 TE1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1295.degrees latitude (g = 980.6199 gals.).
 TE1295
 TE1295.The modeled gravity was interpolated from observed gravity values.
 TE1295
 TE1295;                    North         East    Units  Estimated Accuracy
 TE1295;SPC ND N     -   118,630.      654,220.      MT  (+/- 180 meters Scaled)
 TE1295
 TE1295                          SUPERSEDED SURVEY CONTROL
 TE1295
 TE1295  NGVD 29 (??/??/92)  504.920  (m)         1656.56   (f) ADJ UNCH    2 0
 TE1295
 TE1295.Superseded values are not recommended for survey control.
 TE1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1295.See file dsdata.txt to determine how the superseded data were derived.
 TE1295
 TE1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU424237(NAD 83)
 TE1295_MARKER: DB = BENCH MARK DISK
 TE1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1295_STAMPING: F 194 1935
 TE1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1295+STABILITY: SURFACE MOTION
 TE1295
 TE1295  HISTORY     - Date     Condition        Report By
 TE1295  HISTORY     - 1935     MONUMENTED       CGS
 TE1295
 TE1295                          STATION DESCRIPTION
 TE1295
 TE1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1295'8.1 MI S FROM FILLMORE.
 TE1295'8.1 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TE1295'STATION AT FILLMORE, BENSON COUNTY, 1.5 MILES EAST ALONG A
 TE1295'SECTION-LINE ROAD.  AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER
 TE1295'OF SECTION 22, T 153 N, R 71 W, 0.5 MILE WEST OF THE POINT WHERE STATE
 TE1295'HIGHWAY 19 MAKES A RIGHT-ANGLE TURN TO THE SOUTH, AT A HALF-SECTION
 TE1295'LINE, 42.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.2 FEET SOUTH
 TE1295'OF THE SOUTHWEST FENCE CORNER, AND 1 FOOT WEST OF THE NORTH-AND-SOUTH
 TE1295'BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED F 194 1935 AND SET IN THE
 TE1295'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1216 ***********************************************************************
 TE1216  DESIGNATION -  F 2
 TE1216  PID         -  TE1216
 TE1216  STATE/COUNTY-  ND/RAMSEY
 TE1216  USGS QUAD   -  PENN (1994)
 TE1216
 TE1216                         *CURRENT SURVEY CONTROL
 TE1216  ___________________________________________________________________
 TE1216* NAD 83(1986)-  48 11 41.     (N)    099 02 25.     (W)     SCALED    
 TE1216* NAVD 88     -       446.393  (meters)    1464.54   (feet)  ADJUSTED  
 TE1216  ___________________________________________________________________
 TE1216  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 TE1216  DYNAMIC HT  -         446.474 (meters)    1464.81  (feet)  COMP
 TE1216  MODELED GRAV-     980,779.4   (mgal)                       NAVD 88
 TE1216
 TE1216  VERT ORDER  -  FIRST     CLASS II
 TE1216
 TE1216.The horizontal coordinates were scaled from a topographic map and have
 TE1216.an estimated accuracy of +/- 6 seconds.
 TE1216
 TE1216.The orthometric height was determined by differential leveling
 TE1216.and adjusted by the National Geodetic Survey in June 1991..
 TE1216
 TE1216.The geoid height was determined by GEOID03.
 TE1216
 TE1216.The dynamic height is computed by dividing the NAVD 88
 TE1216.geopotential number by the normal gravity value computed on the
 TE1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1216.degrees latitude (g = 980.6199 gals.).
 TE1216
 TE1216.The modeled gravity was interpolated from observed gravity values.
 TE1216
 TE1216;                    North         East    Units  Estimated Accuracy
 TE1216;SPC ND N     -   133,860.      708,510.      MT  (+/- 180 meters Scaled)
 TE1216
 TE1216                          SUPERSEDED SURVEY CONTROL
 TE1216
 TE1216  NGVD 29 (??/??/92)  446.018  (m)         1463.31   (f) ADJ UNCH    1 2
 TE1216
 TE1216.Superseded values are not recommended for survey control.
 TE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1216.See file dsdata.txt to determine how the superseded data were derived.
 TE1216
 TE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU970379(NAD 83)
 TE1216_MARKER: P = PIPE CAP
 TE1216_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE1216_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE1216_STAMPING: ELEV 1463.583 FT F 2
 TE1216_MARK LOGO: CGS   
 TE1216_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1216
 TE1216  HISTORY     - Date     Condition        Report By
 TE1216  HISTORY     - UNK      MONUMENTED       CGS
 TE1216  HISTORY     - 1963     GOOD             NGS
 TE1216  HISTORY     - 1982     GOOD             NGS
 TE1216
 TE1216                          STATION DESCRIPTION
 TE1216
 TE1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1216'2.8 MI SE FROM PENN.
 TE1216'ABOUT 2.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1216'STATION AT PENN, IN S 5, R 65 W, T 154 N, ABOUT 0.4 MILE NORTHWEST OF
 TE1216'MILEPOST 95, IN THE SOUTH EDGE OF A GROUP OF SMALL TREES, AT A FARM
 TE1216'ROAD CROSSING, 128.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 114.0 FEET
 TE1216'NORTH OF THE FIRST TELEGRAPH POLE SOUTHEAST OF THE CROSSING, 17 FEET
 TE1216'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.3 FEET NORTHWEST OF A METAL
 TE1216'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE
 TE1216'TOP OF A 3 1/2-INCH PIPE THAT PROJECTS 2 INCHES.
 TE1216
 TE1216                          STATION RECOVERY (1982)
 TE1216
 TE1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1216'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1216'15.1 KM (9.4 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE1216'THE STATION IN DEVILS LAKE, 0.6 KM (0.4 MI) NORTHWEST OF RAILROAD
 TE1216'MARKER POST NUMBER 95, AT A ROAD CROSSING, 39.2 METERS (128.5 FT)
 TE1216'NORTHEAST OF THE NORTHEAST RAIL, 34.7 METERS (114.0 FT) NORTH OF A
 TE1216'TELEPHONE POLE, AND 5.1 METERS (17.0 FT) EAST OF THE CENTER OF THE
 TE1216'ROAD CROSSING.
 TE1216'THE MARK IS 0.42 METERS  NW FROM A WITNESS POST.
 TE1216'THE MARK IS 1.2 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1288 ***********************************************************************
 SN1288  DESIGNATION -  F 2 B 1
 SN1288  PID         -  SN1288
 SN1288  STATE/COUNTY-  ND/WARD
 SN1288  USGS QUAD   -  RYDER (1981)
 SN1288
 SN1288                         *CURRENT SURVEY CONTROL
 SN1288  ___________________________________________________________________
 SN1288* NAD 83(1986)-  47 58 03.     (N)    101 40 23.     (W)     SCALED    
 SN1288* NAVD 88     -       643.326  (meters)    2110.65   (feet)  ADJUSTED  
 SN1288  ___________________________________________________________________
 SN1288  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1288  DYNAMIC HT  -         643.412 (meters)    2110.93  (feet)  COMP
 SN1288  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 SN1288
 SN1288  VERT ORDER  -  SECOND    CLASS 0
 SN1288
 SN1288.The horizontal coordinates were scaled from a topographic map and have
 SN1288.an estimated accuracy of +/- 6 seconds.
 SN1288
 SN1288.The orthometric height was determined by differential leveling
 SN1288.and adjusted by the National Geodetic Survey in June 1991..
 SN1288
 SN1288.The geoid height was determined by GEOID03.
 SN1288
 SN1288.The dynamic height is computed by dividing the NAVD 88
 SN1288.geopotential number by the normal gravity value computed on the
 SN1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1288.degrees latitude (g = 980.6199 gals.).
 SN1288
 SN1288.The modeled gravity was interpolated from observed gravity values.
 SN1288
 SN1288;                    North         East    Units  Estimated Accuracy
 SN1288;SPC ND N     -   108,230.      512,410.      MT  (+/- 180 meters Scaled)
 SN1288
 SN1288                          SUPERSEDED SURVEY CONTROL
 SN1288
 SN1288  NGVD 29 (??/??/92)  642.92   (m)         2109.3    (f) COMPUTED    2 0
 SN1288
 SN1288.Superseded values are not recommended for survey control.
 SN1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1288.See file dsdata.txt to determine how the superseded data were derived.
 SN1288
 SN1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU004161(NAD 83)
 SN1288_MARKER: Z = SEE DESCRIPTION
 SN1288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1288_SP_SET: CONCRETE PEDESTAL
 SN1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1288
 SN1288  HISTORY     - Date     Condition        Report By
 SN1288  HISTORY     - UNK      MONUMENTED       DOD
 SN1288  HISTORY     - 1962     GOOD             NGS
 SN1288
 SN1288                          STATION DESCRIPTION
 SN1288
 SN1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1288'3.6 MI N FROM RYDER.
 SN1288'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1288'CROSSING AT RYDER, ABOUT 0.2 MILE OR 512 YARDS EAST OF THE CENTERLINE
 SN1288'OF THE ROAD, ON THE TOP OF A LOW RIDGE IN A LARGE FIELD, A 1 1/2 X 4
 SN1288'FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1292 ***********************************************************************
 SN1292  DESIGNATION -  F 2 B 2
 SN1292  PID         -  SN1292
 SN1292  STATE/COUNTY-  ND/WARD
 SN1292  USGS QUAD   -  RYDER (1981)
 SN1292
 SN1292                         *CURRENT SURVEY CONTROL
 SN1292  ___________________________________________________________________
 SN1292* NAD 83(1986)-  47 57 48.     (N)    101 40 24.     (W)     SCALED    
 SN1292* NAVD 88     -       644.061  (meters)    2113.06   (feet)  ADJUSTED  
 SN1292  ___________________________________________________________________
 SN1292  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1292  DYNAMIC HT  -         644.147 (meters)    2113.34  (feet)  COMP
 SN1292  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SN1292
 SN1292  VERT ORDER  -  SECOND    CLASS 0
 SN1292
 SN1292.The horizontal coordinates were scaled from a topographic map and have
 SN1292.an estimated accuracy of +/- 6 seconds.
 SN1292
 SN1292.The orthometric height was determined by differential leveling
 SN1292.and adjusted by the National Geodetic Survey in June 1991..
 SN1292
 SN1292.The geoid height was determined by GEOID03.
 SN1292
 SN1292.The dynamic height is computed by dividing the NAVD 88
 SN1292.geopotential number by the normal gravity value computed on the
 SN1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1292.degrees latitude (g = 980.6199 gals.).
 SN1292
 SN1292.The modeled gravity was interpolated from observed gravity values.
 SN1292
 SN1292;                    North         East    Units  Estimated Accuracy
 SN1292;SPC ND N     -   107,770.      512,390.      MT  (+/- 180 meters Scaled)
 SN1292
 SN1292                          SUPERSEDED SURVEY CONTROL
 SN1292
 SN1292  NGVD 29 (??/??/92)  643.65   (m)         2111.7    (f) COMPUTED    2 0
 SN1292
 SN1292.Superseded values are not recommended for survey control.
 SN1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1292.See file dsdata.txt to determine how the superseded data were derived.
 SN1292
 SN1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU004156(NAD 83)
 SN1292_MARKER: Z = SEE DESCRIPTION
 SN1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1292_SP_SET: CONCRETE PEDESTAL
 SN1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1292
 SN1292  HISTORY     - Date     Condition        Report By
 SN1292  HISTORY     - UNK      MONUMENTED       DOD
 SN1292  HISTORY     - 1962     GOOD             NGS
 SN1292
 SN1292                          STATION DESCRIPTION
 SN1292
 SN1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1292'3.4 MI N FROM RYDER.
 SN1292'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1292'CROSSING AT RYDER, ABOUT 0.2 MILE OR 466 YARDS EAST OF THE CENTERLINE
 SN1292'OF THE HIGHWAY, ON THE SOUTHWEST SLOPE OF A SMALL KNOLL IN A FIELD, A
 SN1292'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1290 ***********************************************************************
 SN1290  DESIGNATION -  F 2 Z
 SN1290  PID         -  SN1290
 SN1290  STATE/COUNTY-  ND/WARD
 SN1290  USGS QUAD   -  RYDER (1981)
 SN1290
 SN1290                         *CURRENT SURVEY CONTROL
 SN1290  ___________________________________________________________________
 SN1290* NAD 83(1986)-  47 57 45.     (N)    101 41 03.     (W)     SCALED    
 SN1290* NAVD 88     -       647.823  (meters)    2125.40   (feet)  ADJUSTED  
 SN1290  ___________________________________________________________________
 SN1290  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1290  DYNAMIC HT  -         647.909 (meters)    2125.68  (feet)  COMP
 SN1290  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SN1290
 SN1290  VERT ORDER  -  SECOND    CLASS 0
 SN1290
 SN1290.The horizontal coordinates were scaled from a topographic map and have
 SN1290.an estimated accuracy of +/- 6 seconds.
 SN1290
 SN1290.The orthometric height was determined by differential leveling
 SN1290.and adjusted by the National Geodetic Survey in June 1991..
 SN1290
 SN1290.The geoid height was determined by GEOID03.
 SN1290
 SN1290.The dynamic height is computed by dividing the NAVD 88
 SN1290.geopotential number by the normal gravity value computed on the
 SN1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1290.degrees latitude (g = 980.6199 gals.).
 SN1290
 SN1290.The modeled gravity was interpolated from observed gravity values.
 SN1290
 SN1290;                    North         East    Units  Estimated Accuracy
 SN1290;SPC ND N     -   107,690.      511,580.      MT  (+/- 180 meters Scaled)
 SN1290
 SN1290                          SUPERSEDED SURVEY CONTROL
 SN1290
 SN1290  NGVD 29 (??/??/92)  647.41   (m)         2124.0    (f) COMPUTED    2 0
 SN1290
 SN1290.Superseded values are not recommended for survey control.
 SN1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1290.See file dsdata.txt to determine how the superseded data were derived.
 SN1290
 SN1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU996156(NAD 83)
 SN1290_MARKER: DS = TRIANGULATION STATION DISK
 SN1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1290_STAMPING: F 2 Z 1962
 SN1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1290+STABILITY: SURFACE MOTION
 SN1290
 SN1290  HISTORY     - Date     Condition        Report By
 SN1290  HISTORY     - 1962     MONUMENTED       CGS
 SN1290
 SN1290                          STATION DESCRIPTION
 SN1290
 SN1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1290'3.6 MI N FROM RYDER.
 SN1290'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1290'CROSSING AT RYDER, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SN1290'0.1 MILE SOUTH UP THE NORTH SLOPE OF THE NORTH END OF A RIDGE WHICH
 SN1290'PARALLELS THE HIGHWAY, ON TOP OF THE MOST NORTHERLY OF THREE HUMPS ON
 SN1290'THE TOP OF THE RIDGE, 4.6 FEET EAST OF A METAL WITNESS POST, ABOUT
 SN1290'LEVEL WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST
 SN1290'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1291 ***********************************************************************
 SN1291  DESIGNATION -  F 2 Z RM 1
 SN1291  PID         -  SN1291
 SN1291  STATE/COUNTY-  ND/WARD
 SN1291  USGS QUAD   -  RYDER (1981)
 SN1291
 SN1291                         *CURRENT SURVEY CONTROL
 SN1291  ___________________________________________________________________
 SN1291* NAD 83(1986)-  47 57 44.     (N)    101 41 03.     (W)     SCALED    
 SN1291* NAVD 88     -       647.159  (meters)    2123.22   (feet)  ADJUSTED  
 SN1291  ___________________________________________________________________
 SN1291  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1291  DYNAMIC HT  -         647.246 (meters)    2123.51  (feet)  COMP
 SN1291  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SN1291
 SN1291  VERT ORDER  -  SECOND    CLASS 0
 SN1291
 SN1291.The horizontal coordinates were scaled from a topographic map and have
 SN1291.an estimated accuracy of +/- 6 seconds.
 SN1291
 SN1291.The orthometric height was determined by differential leveling
 SN1291.and adjusted by the National Geodetic Survey in June 1991..
 SN1291
 SN1291.The geoid height was determined by GEOID03.
 SN1291
 SN1291.The dynamic height is computed by dividing the NAVD 88
 SN1291.geopotential number by the normal gravity value computed on the
 SN1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1291.degrees latitude (g = 980.6199 gals.).
 SN1291
 SN1291.The modeled gravity was interpolated from observed gravity values.
 SN1291
 SN1291;                    North         East    Units  Estimated Accuracy
 SN1291;SPC ND N     -   107,660.      511,580.      MT  (+/- 180 meters Scaled)
 SN1291
 SN1291                          SUPERSEDED SURVEY CONTROL
 SN1291
 SN1291  NGVD 29 (??/??/92)  646.75   (m)         2121.9    (f) COMPUTED    2 0
 SN1291
 SN1291.Superseded values are not recommended for survey control.
 SN1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1291.See file dsdata.txt to determine how the superseded data were derived.
 SN1291
 SN1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU996155(NAD 83)
 SN1291_MARKER: DR = REFERENCE MARK DISK
 SN1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1291_STAMPING: F 2 Z NO 1 1962
 SN1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1291+STABILITY: SURFACE MOTION
 SN1291
 SN1291  HISTORY     - Date     Condition        Report By
 SN1291  HISTORY     - 1962     MONUMENTED       CGS
 SN1291
 SN1291                          STATION DESCRIPTION
 SN1291
 SN1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1291'3.6 MI N FROM RYDER.
 SN1291'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1291'CROSSING AT RYDER, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SN1291'0.1 MILE SOUTH UP THE NORTH SLOPE OF THE NORTH END OF A RIDGE WHICH
 SN1291'PARALLELS THE HIGHWAY, 51.7 FEET EAST OF THE STATION F 2 Z 1962, ABOUT
 SN1291'4 FEET BELOW THE LEVEL OF THE RIDGE, AND SET IN THE TOP OF A CONCRETE
 SN1291'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1289 ***********************************************************************
 SN1289  DESIGNATION -  F 2 Z RM 2
 SN1289  PID         -  SN1289
 SN1289  STATE/COUNTY-  ND/WARD
 SN1289  USGS QUAD   -  RYDER (1981)
 SN1289
 SN1289                         *CURRENT SURVEY CONTROL
 SN1289  ___________________________________________________________________
 SN1289* NAD 83(1986)-  47 57 44.     (N)    101 41 03.     (W)     SCALED    
 SN1289* NAVD 88     -       647.021  (meters)    2122.77   (feet)  ADJUSTED  
 SN1289  ___________________________________________________________________
 SN1289  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1289  DYNAMIC HT  -         647.107 (meters)    2123.05  (feet)  COMP
 SN1289  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SN1289
 SN1289  VERT ORDER  -  SECOND    CLASS 0
 SN1289
 SN1289.The horizontal coordinates were scaled from a topographic map and have
 SN1289.an estimated accuracy of +/- 6 seconds.
 SN1289
 SN1289.The orthometric height was determined by differential leveling
 SN1289.and adjusted by the National Geodetic Survey in June 1991..
 SN1289
 SN1289.The geoid height was determined by GEOID03.
 SN1289
 SN1289.The dynamic height is computed by dividing the NAVD 88
 SN1289.geopotential number by the normal gravity value computed on the
 SN1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1289.degrees latitude (g = 980.6199 gals.).
 SN1289
 SN1289.The modeled gravity was interpolated from observed gravity values.
 SN1289
 SN1289;                    North         East    Units  Estimated Accuracy
 SN1289;SPC ND N     -   107,660.      511,580.      MT  (+/- 180 meters Scaled)
 SN1289
 SN1289                          SUPERSEDED SURVEY CONTROL
 SN1289
 SN1289  NGVD 29 (??/??/92)  646.61   (m)         2121.4    (f) COMPUTED    2 0
 SN1289
 SN1289.Superseded values are not recommended for survey control.
 SN1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1289.See file dsdata.txt to determine how the superseded data were derived.
 SN1289
 SN1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU996155(NAD 83)
 SN1289_MARKER: DR = REFERENCE MARK DISK
 SN1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1289_STAMPING: F 2 Z NO 2 1962
 SN1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1289+STABILITY: SURFACE MOTION
 SN1289
 SN1289  HISTORY     - Date     Condition        Report By
 SN1289  HISTORY     - 1962     MONUMENTED       CGS
 SN1289
 SN1289                          STATION DESCRIPTION
 SN1289
 SN1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1289'3.6 MI N FROM RYDER.
 SN1289'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1289'CROSSING AT RYDER, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SN1289'0.1 MILE SOUTH UP THE NORTH SLOPE OF THE NORTH END OF A RIDGE WHICH
 SN1289'PARALLELS THE HIGHWAY, 56.1 FEET SOUTHWEST OF THE STATION F 2 Z 1962,
 SN1289'ABOUT 3 FEET BELOW THE LEVEL OF THE RIDGE, AND SET IN THE TOP OF A
 SN1289'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0145 ***********************************************************************
 RS0145  DESIGNATION -  F 20
 RS0145  PID         -  RS0145
 RS0145  STATE/COUNTY-  ND/SLOPE
 RS0145  USGS QUAD   -  DAGLUM SW (1982)
 RS0145
 RS0145                         *CURRENT SURVEY CONTROL
 RS0145  ___________________________________________________________________
 RS0145* NAD 83(1986)-  46 30 29.     (N)    103 10 32.     (W)     SCALED    
 RS0145* NAVD 88     -       843.689  (meters)    2768.00   (feet)  ADJUSTED  
 RS0145  ___________________________________________________________________
 RS0145  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 RS0145  DYNAMIC HT  -         843.635 (meters)    2767.83  (feet)  COMP
 RS0145  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 RS0145
 RS0145  VERT ORDER  -  FIRST     CLASS II
 RS0145
 RS0145.The horizontal coordinates were scaled from a topographic map and have
 RS0145.an estimated accuracy of +/- 6 seconds.
 RS0145
 RS0145.The orthometric height was determined by differential leveling
 RS0145.and adjusted by the National Geodetic Survey in June 1991..
 RS0145
 RS0145.The geoid height was determined by GEOID03.
 RS0145
 RS0145.The dynamic height is computed by dividing the NAVD 88
 RS0145.geopotential number by the normal gravity value computed on the
 RS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0145.degrees latitude (g = 980.6199 gals.).
 RS0145
 RS0145.The modeled gravity was interpolated from observed gravity values.
 RS0145
 RS0145;                    North         East    Units  Estimated Accuracy
 RS0145;SPC ND S     -    97,020.      394,700.      MT  (+/- 180 meters Scaled)
 RS0145
 RS0145                          SUPERSEDED SURVEY CONTROL
 RS0145
 RS0145  NGVD 29 (??/??/92)  843.168  (m)         2766.29   (f) ADJ UNCH    1 2
 RS0145
 RS0145.Superseded values are not recommended for survey control.
 RS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0145.See file dsdata.txt to determine how the superseded data were derived.
 RS0145
 RS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM399521(NAD 83)
 RS0145_MARKER: DB = BENCH MARK DISK
 RS0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0145_STAMPING: F 20 1934
 RS0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0145+STABILITY: SURFACE MOTION
 RS0145
 RS0145  HISTORY     - Date     Condition        Report By
 RS0145  HISTORY     - 1934     MONUMENTED       CGS
 RS0145  HISTORY     - 1960     GOOD             USGS
 RS0145
 RS0145                          STATION DESCRIPTION
 RS0145
 RS0145'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RS0145'9 MI NE FROM AMIDON.
 RS0145'9 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM AMIDON, SLOPE COUNTY, TO
 RS0145'JUNCTION OF STATE HIGHWAY 21, THENCE 1.0 MILES EAST ALONG STATE
 RS0145'HIGHWAY 21 AND 1.2 MILES SOUTH ALONG GRADED ROAD, ACROSS THE ROAD FROM
 RS0145'A FARMHOUSE, 36 FEET WEST OF CENTERLINE OF ROAD AND 171 FEET SOUTH OF
 RS0145'CENTERLINE OF DRIVEWAY ENTRANCE TO FARMHOUSE.  A STANDARD DISK,
 RS0145'STAMPED F 20 1934 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0401 ***********************************************************************
 SM0401  DESIGNATION -  F 201
 SM0401  PID         -  SM0401
 SM0401  STATE/COUNTY-  ND/GRIGGS
 SM0401  USGS QUAD   -  SUTTON NE (1961)
 SM0401
 SM0401                         *CURRENT SURVEY CONTROL
 SM0401  ___________________________________________________________________
 SM0401* NAD 83(1986)-  47 23 03.     (N)    098 22 16.     (W)     SCALED    
 SM0401* NAVD 88     -       440.936  (meters)    1446.64   (feet)  ADJUSTED  
 SM0401  ___________________________________________________________________
 SM0401  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SM0401  DYNAMIC HT  -         440.981 (meters)    1446.79  (feet)  COMP
 SM0401  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 SM0401
 SM0401  VERT ORDER  -  SECOND    CLASS 0
 SM0401
 SM0401.The horizontal coordinates were scaled from a topographic map and have
 SM0401.an estimated accuracy of +/- 6 seconds.
 SM0401
 SM0401.The orthometric height was determined by differential leveling
 SM0401.and adjusted by the National Geodetic Survey in June 1991..
 SM0401
 SM0401.The geoid height was determined by GEOID03.
 SM0401
 SM0401.The dynamic height is computed by dividing the NAVD 88
 SM0401.geopotential number by the normal gravity value computed on the
 SM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0401.degrees latitude (g = 980.6199 gals.).
 SM0401
 SM0401.The modeled gravity was interpolated from observed gravity values.
 SM0401
 SM0401;                    North         East    Units  Estimated Accuracy
 SM0401;SPC ND N     -    44,930.      760,730.      MT  (+/- 180 meters Scaled)
 SM0401
 SM0401                          SUPERSEDED SURVEY CONTROL
 SM0401
 SM0401  NGVD 29 (??/??/92)  440.58   (m)         1445.5    (f) COMPUTED    2 0
 SM0401
 SM0401.Superseded values are not recommended for survey control.
 SM0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0401.See file dsdata.txt to determine how the superseded data were derived.
 SM0401
 SM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT474480(NAD 83)
 SM0401_MARKER: DB = BENCH MARK DISK
 SM0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0401_STAMPING: F 201 1935
 SM0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0401+STABILITY: SURFACE MOTION
 SM0401
 SM0401  HISTORY     - Date     Condition        Report By
 SM0401  HISTORY     - 1935     MONUMENTED       CGS
 SM0401  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0401
 SM0401                          STATION DESCRIPTION
 SM0401
 SM0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0401'3.3 MI NW FROM REVERE.
 SM0401'2.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0401'AT REVERE, GRIGGS COUNTY, 1.0 MILE NORTH ALONG A DIRT ROAD.  0.6 MILE
 SM0401'WEST OF A TWO-STORY FARMHOUSE, AT THE CORNER COMMON TO SECTIONS 7, 12,
 SM0401'13 AND 18, T. 145 N., R. 60 AND 61 W., AT A ROAD INTERSECTION, 89.3
 SM0401'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 51.8 FEET SOUTH OF
 SM0401'THE NORTHWEST CORNER OF A FIELD FENCE, 32.6 FEET EAST OF THE
 SM0401'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 1.2 FEET WEST OF THE
 SM0401'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED F 201 1935 AND SET IN
 SM0401'THE TOP OF A CONCRETE POST.  NOTE-- HIGHWAY CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0742 ***********************************************************************
 SM0742  DESIGNATION -  F 204
 SM0742  PID         -  SM0742
 SM0742  STATE/COUNTY-  ND/EDDY
 SM0742  USGS QUAD   -  BRANTFORD NE (1971)
 SM0742
 SM0742                         *CURRENT SURVEY CONTROL
 SM0742  ___________________________________________________________________
 SM0742* NAD 83(1986)-  47 38 43.     (N)    098 50 29.     (W)     SCALED    
 SM0742* NAVD 88     -       461.295  (meters)    1513.43   (feet)  ADJUSTED  
 SM0742  ___________________________________________________________________
 SM0742  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 SM0742  DYNAMIC HT  -         461.347 (meters)    1513.60  (feet)  COMP
 SM0742  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 SM0742
 SM0742  VERT ORDER  -  SECOND    CLASS 0
 SM0742
 SM0742.The horizontal coordinates were scaled from a topographic map and have
 SM0742.an estimated accuracy of +/- 6 seconds.
 SM0742
 SM0742.The orthometric height was determined by differential leveling
 SM0742.and adjusted by the National Geodetic Survey in June 1991..
 SM0742
 SM0742.The geoid height was determined by GEOID03.
 SM0742
 SM0742.The dynamic height is computed by dividing the NAVD 88
 SM0742.geopotential number by the normal gravity value computed on the
 SM0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0742.degrees latitude (g = 980.6199 gals.).
 SM0742
 SM0742.The modeled gravity was interpolated from observed gravity values.
 SM0742
 SM0742;                    North         East    Units  Estimated Accuracy
 SM0742;SPC ND N     -    73,080.      724,610.      MT  (+/- 180 meters Scaled)
 SM0742
 SM0742                          SUPERSEDED SURVEY CONTROL
 SM0742
 SM0742  NGVD 29 (??/??/92)  460.908  (m)         1512.16   (f) ADJ UNCH    2 0
 SM0742
 SM0742.Superseded values are not recommended for survey control.
 SM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0742.See file dsdata.txt to determine how the superseded data were derived.
 SM0742
 SM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT119768(NAD 83)
 SM0742_MARKER: DB = BENCH MARK DISK
 SM0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0742_STAMPING: F 204 1935
 SM0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0742+STABILITY: SURFACE MOTION
 SM0742
 SM0742  HISTORY     - Date     Condition        Report By
 SM0742  HISTORY     - 1935     MONUMENTED       CGS
 SM0742  HISTORY     - 1961     GOOD             NGS
 SM0742
 SM0742                          STATION DESCRIPTION
 SM0742
 SM0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0742'16.8 MI WNW FROM MCHENRY.
 SM0742'IN EDDY COUNTY, 0.9 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE
 SM0742'PUBLIC SCHOOL AT MCHENRY, FOSTER COUNTY, THENCE 11.9 MILES WEST AND
 SM0742'4.0 MILES NORTH ALONG SECTION-LINE ROADS.  AT THE CORNER COMMON TO
 SM0742'SECTIONS 8, 9, 17 AND 16, T 148 N, R 64 W, 100 YARDS SOUTH OF THE
 SM0742'FLOYD HALL (1935) FARMHOUSE, AT A ROAD INTERSECTION, 58 FEET NORTHEAST
 SM0742'OF THE CENTER OF THE INTERSECTION, 44 FEET NORTH OF THE CENTER LINE OF
 SM0742'THE EAST-AND-WEST ROAD, 31 FEET EAST OF THE CENTER LINE OF THE
 SM0742'NORTH-AND-SOUTH ROAD, 12.8 FEET NORTH OF THE SOUTHWEST CORNER OF A
 SM0742'FIELD FENCE, AND 0.8 FOOT WEST OF THE NORTH-AND-SOUTH FENCE. A
 SM0742'STANDARD DISK, STAMPED F 204 1935 AND SET IN THE TOP OF A CONCRETE
 SM0742'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0441 ***********************************************************************
 SM0441  DESIGNATION -  F 205
 SM0441  PID         -  SM0441
 SM0441  STATE/COUNTY-  ND/GRIGGS
 SM0441  USGS QUAD   -  SUTTON SW (1961)
 SM0441
 SM0441                         *CURRENT SURVEY CONTROL
 SM0441  ___________________________________________________________________
 SM0441* NAD 83(1986)-  47 17 03.     (N)    098 25 32.     (W)     SCALED    
 SM0441* NAVD 88     -       452.226  (meters)    1483.68   (feet)  ADJUSTED  
 SM0441  ___________________________________________________________________
 SM0441  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 SM0441  DYNAMIC HT  -         452.263 (meters)    1483.80  (feet)  COMP
 SM0441  MODELED GRAV-     980,680.9   (mgal)                       NAVD 88
 SM0441
 SM0441  VERT ORDER  -  SECOND    CLASS 0
 SM0441
 SM0441.The horizontal coordinates were scaled from a topographic map and have
 SM0441.an estimated accuracy of +/- 6 seconds.
 SM0441
 SM0441.The orthometric height was determined by differential leveling
 SM0441.and adjusted by the National Geodetic Survey in June 1991..
 SM0441
 SM0441.The geoid height was determined by GEOID03.
 SM0441
 SM0441.The dynamic height is computed by dividing the NAVD 88
 SM0441.geopotential number by the normal gravity value computed on the
 SM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0441.degrees latitude (g = 980.6199 gals.).
 SM0441
 SM0441.The modeled gravity was interpolated from observed gravity values.
 SM0441
 SM0441;                    North         East    Units  Estimated Accuracy
 SM0441;SPC ND N     -    33,710.      756,920.      MT  (+/- 180 meters Scaled)
 SM0441
 SM0441                          SUPERSEDED SURVEY CONTROL
 SM0441
 SM0441  NGVD 29 (??/??/92)  451.859  (m)         1482.47   (f) ADJ UNCH    2 0
 SM0441
 SM0441.Superseded values are not recommended for survey control.
 SM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0441.See file dsdata.txt to determine how the superseded data were derived.
 SM0441
 SM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT434369(NAD 83)
 SM0441_MARKER: DB = BENCH MARK DISK
 SM0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0441_STAMPING: F 205 1935
 SM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0441+STABILITY: SURFACE MOTION
 SM0441
 SM0441  HISTORY     - Date     Condition        Report By
 SM0441  HISTORY     - 1935     MONUMENTED       CGS
 SM0441  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0441
 SM0441                          STATION DESCRIPTION
 SM0441
 SM0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0441'0.3 MI E FROM SUTTON.
 SM0441'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0441'SUTTON, GRIGGS COUNTY, 8.1 MILES SOUTH ALONG A SECTION-LINE ROAD.  AT
 SM0441'THE SOUTHEAST CORNER OF SECTION 17, T. 144 N., R. 61 W., AT A ROAD
 SM0441'INTERSECTION, 48.6 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 SM0441'40.5 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2 FEET
 SM0441'NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 1.6 FEET WEST OF THE
 SM0441'NORTH-AND-SOUTH FENCE, AND 1.5 FEET NORTH OF THE EAST-AND-WEST FENCE.
 SM0441'A STANDARD DISK, STAMPED F 205 1935 AND SET IN THE TOP OF A CONCRETE
 SM0441'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0566 ***********************************************************************
 SM0566  DESIGNATION -  F 206
 SM0566  PID         -  SM0566
 SM0566  STATE/COUNTY-  ND/FOSTER
 SM0566  USGS QUAD   -  ARROWWOOD LAKE (1951)
 SM0566
 SM0566                         *CURRENT SURVEY CONTROL
 SM0566  ___________________________________________________________________
 SM0566* NAD 83(1986)-  47 21 19.     (N)    098 45 17.     (W)     SCALED    
 SM0566* NAVD 88     -       468.698  (meters)    1537.72   (feet)  ADJUSTED  
 SM0566  ___________________________________________________________________
 SM0566  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 SM0566  DYNAMIC HT  -         468.746 (meters)    1537.88  (feet)  COMP
 SM0566  MODELED GRAV-     980,699.7   (mgal)                       NAVD 88
 SM0566
 SM0566  VERT ORDER  -  SECOND    CLASS 0
 SM0566
 SM0566.The horizontal coordinates were scaled from a topographic map and have
 SM0566.an estimated accuracy of +/- 6 seconds.
 SM0566
 SM0566.The orthometric height was determined by differential leveling
 SM0566.and adjusted by the National Geodetic Survey in June 1991..
 SM0566
 SM0566.The geoid height was determined by GEOID03.
 SM0566
 SM0566.The dynamic height is computed by dividing the NAVD 88
 SM0566.geopotential number by the normal gravity value computed on the
 SM0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0566.degrees latitude (g = 980.6199 gals.).
 SM0566
 SM0566.The modeled gravity was interpolated from observed gravity values.
 SM0566
 SM0566;                    North         East    Units  Estimated Accuracy
 SM0566;SPC ND N     -    41,000.      731,850.      MT  (+/- 180 meters Scaled)
 SM0566
 SM0566                          SUPERSEDED SURVEY CONTROL
 SM0566
 SM0566  NGVD 29 (??/??/92)  468.328  (m)         1536.51   (f) ADJ UNCH    2 0
 SM0566
 SM0566.Superseded values are not recommended for survey control.
 SM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0566.See file dsdata.txt to determine how the superseded data were derived.
 SM0566
 SM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT185446(NAD 83)
 SM0566_MARKER: DB = BENCH MARK DISK
 SM0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0566_STAMPING: F-206 1935
 SM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0566+STABILITY: SURFACE MOTION
 SM0566
 SM0566  HISTORY     - Date     Condition        Report By
 SM0566  HISTORY     - 1935     MONUMENTED       CGS
 SM0566  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0566
 SM0566                          STATION DESCRIPTION
 SM0566
 SM0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0566'12.0 MI SE FROM BORDULAC.
 SM0566'2 MILES SOUTH OF, THENCE 10 MILES EAST, ALONG SECTION ROAD, FROM
 SM0566'BORDULAC HIGH SCHOOL RS 64 W AND 63 W. T 145 N, SEC. 25, AT CORNER OF
 SM0566'SECTIONS 24, 19, 25, 30.  SET 48 FEET SOUTHWEST OF CENTERLINE OF
 SM0566'INTERSECTION OF TWO ROADS.  38 FEET SOUTH OF CENTERLINE OF EAST-WEST
 SM0566'ROAD.  28 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  10 FEET SOUTH
 SM0566'OF NORTHEAST CORNER OF PASTURE FENCE AND ELEC. HIGH LINE POLE.  1 FT.
 SM0566'EAST OF NORTH-SOUTH FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 SM0566
 SM0566                          STATION RECOVERY (1960)
 SM0566
 SM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0648 ***********************************************************************
 SM0648  DESIGNATION -  F 207
 SM0648  PID         -  SM0648
 SM0648  STATE/COUNTY-  ND/STUTSMAN
 SM0648  USGS QUAD   -  COURTENAY (1951)
 SM0648
 SM0648                         *CURRENT SURVEY CONTROL
 SM0648  ___________________________________________________________________
 SM0648* NAD 83(1986)-  47 10 06.     (N)    098 30 33.     (W)     SCALED    
 SM0648* NAVD 88     -       464.680  (meters)    1524.54   (feet)  ADJUSTED  
 SM0648  ___________________________________________________________________
 SM0648  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0648  DYNAMIC HT  -         464.712 (meters)    1524.64  (feet)  COMP
 SM0648  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 SM0648
 SM0648  VERT ORDER  -  SECOND    CLASS 0
 SM0648
 SM0648.The horizontal coordinates were scaled from a topographic map and have
 SM0648.an estimated accuracy of +/- 6 seconds.
 SM0648
 SM0648.The orthometric height was determined by differential leveling
 SM0648.and adjusted by the National Geodetic Survey in June 1991..
 SM0648
 SM0648.The geoid height was determined by GEOID03.
 SM0648
 SM0648.The dynamic height is computed by dividing the NAVD 88
 SM0648.geopotential number by the normal gravity value computed on the
 SM0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0648.degrees latitude (g = 980.6199 gals.).
 SM0648
 SM0648.The modeled gravity was interpolated from observed gravity values.
 SM0648
 SM0648;                    North         East    Units  Estimated Accuracy
 SM0648;SPC ND S     -   168,840.      750,920.      MT  (+/- 180 meters Scaled)
 SM0648
 SM0648                          SUPERSEDED SURVEY CONTROL
 SM0648
 SM0648  NGVD 29 (??/??/92)  464.31   (m)         1523.3    (f) COMPUTED    2 0
 SM0648
 SM0648.Superseded values are not recommended for survey control.
 SM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0648.See file dsdata.txt to determine how the superseded data were derived.
 SM0648
 SM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT371239(NAD 83)
 SM0648_MARKER: DB = BENCH MARK DISK
 SM0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0648_STAMPING: F 207 1935
 SM0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0648+STABILITY: SURFACE MOTION
 SM0648
 SM0648  HISTORY     - Date     Condition        Report By
 SM0648  HISTORY     - 1935     MONUMENTED       CGS
 SM0648  HISTORY     - 1961     GOOD             NGS
 SM0648
 SM0648                          STATION DESCRIPTION
 SM0648
 SM0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0648'16.2 MI N FROM SPIRITWOOD.
 SM0648'THIS MARK WAS RECOVERED 16.2 MILES NORTH ALONG A GRAVEL ROAD FROM ITS
 SM0648'JUNCTION WITH OLD U.S. HIGHWAY 10, 0.4 MILE WEST OF SPIRITWOOD, AT
 SM0648'ROAD JUNCTIONS 2.0 MILES WEST OF WIMBLEDON, 58 FEET NORTHEAST OF THE
 SM0648'CENTER OF THE INTERSECTION, AND 47 FEET NORTH OF THE CENTERLINE OF
 SM0648'STATE HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0649 ***********************************************************************
 SM0649  DESIGNATION -  F 207 RESET
 SM0649  PID         -  SM0649
 SM0649  STATE/COUNTY-  ND/STUTSMAN
 SM0649  USGS QUAD   -  COURTENAY (1951)
 SM0649
 SM0649                         *CURRENT SURVEY CONTROL
 SM0649  ___________________________________________________________________
 SM0649* NAD 83(1986)-  47 10 05.     (N)    098 30 33.     (W)     SCALED    
 SM0649* NAVD 88     -       464.50   (+/-2cm)    1523.9    (feet)  VERTCON   
 SM0649  ___________________________________________________________________
 SM0649  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0649
 SM0649  VERT ORDER  -  THIRD (See Below)
 SM0649
 SM0649.The horizontal coordinates were scaled from a topographic map and have
 SM0649.an estimated accuracy of +/- 6 seconds.
 SM0649
 SM0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0649.The vertical order pertains to the NGVD 29 superseded value.
 SM0649
 SM0649.The geoid height was determined by GEOID03.
 SM0649
 SM0649;                    North         East    Units  Estimated Accuracy
 SM0649;SPC ND S     -   168,800.      750,920.      MT  (+/- 180 meters Scaled)
 SM0649
 SM0649                          SUPERSEDED SURVEY CONTROL
 SM0649
 SM0649  NGVD 29 (??/??/??)  464.13   (m)         1522.7    (f) RESET       3  
 SM0649
 SM0649.Superseded values are not recommended for survey control.
 SM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0649.See file dsdata.txt to determine how the superseded data were derived.
 SM0649
 SM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT371239(NAD 83)
 SM0649_MARKER: DB = BENCH MARK DISK
 SM0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0649_STAMPING: F 207 RESET 1961
 SM0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0649+STABILITY: SURFACE MOTION
 SM0649
 SM0649  HISTORY     - Date     Condition        Report By
 SM0649  HISTORY     - 1961     MONUMENTED       CGS
 SM0649
 SM0649                          STATION DESCRIPTION
 SM0649
 SM0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0649'2.0 MI W FROM WIMBLEDON.
 SM0649'THIS MARK IS LOCATED 2.0 MILES WEST ALONG U.S. HIGHWAY 9 FROM
 SM0649'WIMBLEDON, BARNES COUNTY, AT THE SOUTHWEST CORNER OF SECTION 26, T.
 SM0649'143 N., R. 62 W., IN THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 99 FEET
 SM0649'NORTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE
 SM0649'OF A TRACK ROAD LEADING NORTH AND 1 FOOT WEST OF A STEEL POST WITH THE
 SM0649'LETTERS US PAINTED ON IT, AND SET IN THE TOP OF A CONCRETE POST
 SM0649'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0058 ***********************************************************************
 RQ0058  DESIGNATION -  F 208
 RQ0058  PID         -  RQ0058
 RQ0058  STATE/COUNTY-  ND/BARNES
 RQ0058  USGS QUAD   -  ECKELSON (1970)
 RQ0058
 RQ0058                         *CURRENT SURVEY CONTROL
 RQ0058  ___________________________________________________________________
 RQ0058* NAD 83(1986)-  46 57 56.     (N)    098 19 59.     (W)     SCALED    
 RQ0058* NAVD 88     -       442.903  (meters)    1453.09   (feet)  ADJUSTED  
 RQ0058  ___________________________________________________________________
 RQ0058  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RQ0058  DYNAMIC HT  -         442.929 (meters)    1453.18  (feet)  COMP
 RQ0058  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 RQ0058
 RQ0058  VERT ORDER  -  SECOND    CLASS 0
 RQ0058
 RQ0058.The horizontal coordinates were scaled from a topographic map and have
 RQ0058.an estimated accuracy of +/- 6 seconds.
 RQ0058
 RQ0058.The orthometric height was determined by differential leveling
 RQ0058.and adjusted by the National Geodetic Survey in June 1991..
 RQ0058
 RQ0058.The geoid height was determined by GEOID03.
 RQ0058
 RQ0058.The dynamic height is computed by dividing the NAVD 88
 RQ0058.geopotential number by the normal gravity value computed on the
 RQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0058.degrees latitude (g = 980.6199 gals.).
 RQ0058
 RQ0058.The modeled gravity was interpolated from observed gravity values.
 RQ0058
 RQ0058;                    North         East    Units  Estimated Accuracy
 RQ0058;SPC ND S     -   146,660.      764,880.      MT  (+/- 180 meters Scaled)
 RQ0058
 RQ0058                          SUPERSEDED SURVEY CONTROL
 RQ0058
 RQ0058  NGVD 29 (??/??/92)  442.528  (m)         1451.86   (f) ADJ UNCH    2 0
 RQ0058
 RQ0058.Superseded values are not recommended for survey control.
 RQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0058.See file dsdata.txt to determine how the superseded data were derived.
 RQ0058
 RQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT507015(NAD 83)
 RQ0058_MARKER: DB = BENCH MARK DISK
 RQ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0058_STAMPING: F 208 1935
 RQ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0058+STABILITY: SURFACE MOTION
 RQ0058
 RQ0058  HISTORY     - Date     Condition        Report By
 RQ0058  HISTORY     - 1935     MONUMENTED       CGS
 RQ0058  HISTORY     - 1961     GOOD             NGS
 RQ0058  HISTORY     - 1982     GOOD             NGS
 RQ0058  HISTORY     - 20030902 POOR             NDWC
 RQ0058
 RQ0058                          STATION DESCRIPTION
 RQ0058
 RQ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0058'1.8 MI N FROM ECKELSON.
 RQ0058'1.8 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE NORTHERN PACIFIC
 RQ0058'RAILWAY STATION AT ECKELSON, BARNES COUNTY, AT THE SOUTHEAST CORNER OF
 RQ0058'SECTION 2, T. 140 N., R. 61 W., AT A ROAD INTERSECTION, 41.3 FEET
 RQ0058'NORTHWEST OF THE CENTER OF THE INTERSECTION, 22.2 FEET NORTH OF THE
 RQ0058'CENTERLINE OF THE EAST-AND-WEST ROAD, 8.4 FEET WEST OF THE SOUTHEAST
 RQ0058'CORNER OF A FENCE, AND 1.2 FEET SOUTH OF THE EAST-AND-WEST FENCE.  A
 RQ0058'STANDARD DISK, STAMPED F 208 1935 AND SET IN THE TOP OF A CONCRETE
 RQ0058'POST.  NOTE-- MARK IS NOW 27 FEET SOUTHEAST OF THE FENCE CORNER IN THE
 RQ0058'NORTHWEST ANGLE OF CROSSROADS.
 RQ0058
 RQ0058                          STATION RECOVERY (1982)
 RQ0058
 RQ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0058'RECOVERED IN GOOD CONDITION.
 RQ0058
 RQ0058                          STATION RECOVERY (2003)
 RQ0058
 RQ0058'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2003 (TD)
 RQ0058'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0604 ***********************************************************************
 SM0604  DESIGNATION -  F 209
 SM0604  PID         -  SM0604
 SM0604  STATE/COUNTY-  ND/STUTSMAN
 SM0604  USGS QUAD   -  FRIED (1990)
 SM0604
 SM0604                         *CURRENT SURVEY CONTROL
 SM0604  ___________________________________________________________________
 SM0604* NAD 83(1986)-  47 03 59.     (N)    098 43 15.     (W)     SCALED    
 SM0604* NAVD 88     -       447.919  (meters)    1469.55   (feet)  ADJUSTED  
 SM0604  ___________________________________________________________________
 SM0604  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM0604  DYNAMIC HT  -         447.947 (meters)    1469.64  (feet)  COMP
 SM0604  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 SM0604
 SM0604  VERT ORDER  -  SECOND    CLASS 0
 SM0604
 SM0604.The horizontal coordinates were scaled from a topographic map and have
 SM0604.an estimated accuracy of +/- 6 seconds.
 SM0604
 SM0604.The orthometric height was determined by differential leveling
 SM0604.and adjusted by the National Geodetic Survey in June 1991..
 SM0604
 SM0604.The geoid height was determined by GEOID03.
 SM0604
 SM0604.The dynamic height is computed by dividing the NAVD 88
 SM0604.geopotential number by the normal gravity value computed on the
 SM0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0604.degrees latitude (g = 980.6199 gals.).
 SM0604
 SM0604.The modeled gravity was interpolated from observed gravity values.
 SM0604
 SM0604;                    North         East    Units  Estimated Accuracy
 SM0604;SPC ND S     -   157,120.      735,130.      MT  (+/- 180 meters Scaled)
 SM0604
 SM0604                          SUPERSEDED SURVEY CONTROL
 SM0604
 SM0604  NGVD 29 (??/??/92)  447.534  (m)         1468.28   (f) ADJ UNCH    2 0
 SM0604
 SM0604.Superseded values are not recommended for survey control.
 SM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0604.See file dsdata.txt to determine how the superseded data were derived.
 SM0604
 SM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT211125(NAD 83)
 SM0604_MARKER: DB = BENCH MARK DISK
 SM0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0604_STAMPING: F 209 1935
 SM0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0604+STABILITY: SURFACE MOTION
 SM0604
 SM0604  HISTORY     - Date     Condition        Report By
 SM0604  HISTORY     - 1935     MONUMENTED       CGS
 SM0604  HISTORY     - 1961     GOOD             NGS
 SM0604
 SM0604                          STATION DESCRIPTION
 SM0604
 SM0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0604'11.3 MI N FROM JAMESTOWN.
 SM0604'11.3 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 SM0604'JAMESTOWN, STUTSMAN COUNTY, AT THE NORTHWEST CORNER OF SECTION 6, T.
 SM0604'141 N., R. 63 W., 120 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 SM0604'AN EAST-AND-WEST ROAD, 43.7 FEET SOUTH OF THE CENTER LINE OF THE
 SM0604'EAST-AND-WEST ROAD, 11.4 FEET WEST OF A POLE, 2.2 FEET SOUTHEAST OF
 SM0604'THE NORTHWEST CORNER OF A  PASTURE FENCE, AND 1.3 FEET SOUTH OF THE
 SM0604'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED F 209 1935 AND SET IN
 SM0604'THE TOP OF A CONCRETE POST.  NOTE-- IT IS 43 FEET SOUTH OF CENTERLINE
 SM0604'OF EAST-WEST ROAD, 24 FEET NORTHWEST OF A TELEPHONE POLE AND 22 FEET
 SM0604'NORTH OF NORTHWEST CORNER OF PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0158 ***********************************************************************
 RS0158  DESIGNATION -  F 21
 RS0158  PID         -  RS0158
 RS0158  STATE/COUNTY-  ND/BOWMAN
 RS0158  USGS QUAD   -  BOWMAN (1968)
 RS0158
 RS0158                         *CURRENT SURVEY CONTROL
 RS0158  ___________________________________________________________________
 RS0158* NAD 83(1986)-  46 11 51.     (N)    103 28 05.     (W)     SCALED    
 RS0158* NAVD 88     -       910.352  (meters)    2986.71   (feet)  ADJUSTED  
 RS0158  ___________________________________________________________________
 RS0158  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RS0158  DYNAMIC HT  -         910.268 (meters)    2986.44  (feet)  COMP
 RS0158  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 RS0158
 RS0158  VERT ORDER  -  SECOND    CLASS 0
 RS0158
 RS0158.The horizontal coordinates were scaled from a topographic map and have
 RS0158.an estimated accuracy of +/- 6 seconds.
 RS0158
 RS0158.The orthometric height was determined by differential leveling
 RS0158.and adjusted by the National Geodetic Survey in June 1991..
 RS0158
 RS0158.The geoid height was determined by GEOID03.
 RS0158
 RS0158.The dynamic height is computed by dividing the NAVD 88
 RS0158.geopotential number by the normal gravity value computed on the
 RS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0158.degrees latitude (g = 980.6199 gals.).
 RS0158
 RS0158.The modeled gravity was interpolated from observed gravity values.
 RS0158
 RS0158;                    North         East    Units  Estimated Accuracy
 RS0158;SPC ND S     -    63,330.      370,960.      MT  (+/- 180 meters Scaled)
 RS0158
 RS0158                          SUPERSEDED SURVEY CONTROL
 RS0158
 RS0158  NGVD 29 (??/??/92)  909.842  (m)         2985.04   (f) ADJ UNCH    2 0
 RS0158
 RS0158.Superseded values are not recommended for survey control.
 RS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0158.See file dsdata.txt to determine how the superseded data were derived.
 RS0158
 RS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM181171(NAD 83)
 RS0158_MARKER: DB = BENCH MARK DISK
 RS0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0158_STAMPING: F 21 1934
 RS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0158+STABILITY: SURFACE MOTION
 RS0158
 RS0158  HISTORY     - Date     Condition        Report By
 RS0158  HISTORY     - 1934     MONUMENTED       CGS
 RS0158
 RS0158                          STATION DESCRIPTION
 RS0158
 RS0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0158'3.5 MI NW FROM BOWMAN.
 RS0158'3.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0158'RAILROAD FROM BOWMAN, BOWMAN COUNTY, 90 YARDS WEST OF MILEPOST 971, 53
 RS0158'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTH OF THE
 RS0158'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED F 21 1934 AND SET IN THE
 RS0158'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0294 ***********************************************************************
 RR0294  DESIGNATION -  F 212
 RR0294  PID         -  RR0294
 RR0294  STATE/COUNTY-  ND/BURLEIGH
 RR0294  USGS QUAD   -  BURNT BUTTE (1979)
 RR0294
 RR0294                         *CURRENT SURVEY CONTROL
 RR0294  ___________________________________________________________________
 RR0294* NAD 83(1986)-  46 52 42.     (N)    100 45 32.     (W)     SCALED    
 RR0294* NAVD 88     -       556.739  (meters)    1826.57   (feet)  ADJUSTED  
 RR0294  ___________________________________________________________________
 RR0294  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0294  DYNAMIC HT  -         556.747 (meters)    1826.59  (feet)  COMP
 RR0294  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 RR0294
 RR0294  VERT ORDER  -  FIRST     CLASS II
 RR0294
 RR0294.The horizontal coordinates were scaled from a topographic map and have
 RR0294.an estimated accuracy of +/- 6 seconds.
 RR0294
 RR0294.The orthometric height was determined by differential leveling
 RR0294.and adjusted by the National Geodetic Survey in June 1991..
 RR0294
 RR0294.The geoid height was determined by GEOID03.
 RR0294
 RR0294.The dynamic height is computed by dividing the NAVD 88
 RR0294.geopotential number by the normal gravity value computed on the
 RR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0294.degrees latitude (g = 980.6199 gals.).
 RR0294
 RR0294.The modeled gravity was interpolated from observed gravity values.
 RR0294
 RR0294;                    North         East    Units  Estimated Accuracy
 RR0294;SPC ND S     -   134,720.      580,270.      MT  (+/- 180 meters Scaled)
 RR0294
 RR0294                          SUPERSEDED SURVEY CONTROL
 RR0294
 RR0294  NGVD 29 (??/??/92)  556.312  (m)         1825.17   (f) ADJ UNCH    1 2
 RR0294
 RR0294.Superseded values are not recommended for survey control.
 RR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0294.See file dsdata.txt to determine how the superseded data were derived.
 RR0294
 RR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS659931(NAD 83)
 RR0294_MARKER: DB = BENCH MARK DISK
 RR0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0294_STAMPING: F 212 1962
 RR0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0294+STABILITY: SURFACE MOTION
 RR0294
 RR0294  HISTORY     - Date     Condition        Report By
 RR0294  HISTORY     - 1962     MONUMENTED       CGS
 RR0294  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0294
 RR0294                          STATION DESCRIPTION
 RR0294
 RR0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0294'7.4 MI N FROM BISMARCK.
 RR0294'ABOUT 7.4 MILE NORTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0294'STATION AT BISMARCK, AT MILEPOST 553, 26 FEET EAST OF A FENCE LINE, 20
 RR0294'FEET WEST OF THE WEST RAIL, 2.4 FEET SOUTH OF THE MILEPOST, 1.8 FEET
 RR0294'NORTH OF A WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, SET IN THE
 RR0294'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 RR0294
 RR0294                          STATION RECOVERY (1982)
 RR0294
 RR0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0141 ***********************************************************************
 SN0141  DESIGNATION -  F 213
 SN0141  PID         -  SN0141
 SN0141  STATE/COUNTY-  ND/MCLEAN
 SN0141  USGS QUAD   -  TURTLE CREEK SW (1961)
 SN0141
 SN0141                         *CURRENT SURVEY CONTROL
 SN0141  ___________________________________________________________________
 SN0141* NAD 83(1986)-  47 15 28.     (N)    100 58 43.     (W)     SCALED    
 SN0141* NAVD 88     -       517.312  (meters)    1697.21   (feet)  ADJUSTED  
 SN0141  ___________________________________________________________________
 SN0141  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SN0141  DYNAMIC HT  -         517.342 (meters)    1697.31  (feet)  COMP
 SN0141  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 SN0141
 SN0141  VERT ORDER  -  FIRST     CLASS II
 SN0141
 SN0141.The horizontal coordinates were scaled from a topographic map and have
 SN0141.an estimated accuracy of +/- 6 seconds.
 SN0141
 SN0141.The orthometric height was determined by differential leveling
 SN0141.and adjusted by the National Geodetic Survey in June 1991..
 SN0141
 SN0141.The geoid height was determined by GEOID03.
 SN0141
 SN0141.The dynamic height is computed by dividing the NAVD 88
 SN0141.geopotential number by the normal gravity value computed on the
 SN0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0141.degrees latitude (g = 980.6199 gals.).
 SN0141
 SN0141.The modeled gravity was interpolated from observed gravity values.
 SN0141
 SN0141;                    North         East    Units  Estimated Accuracy
 SN0141;SPC ND N     -    28,770.      563,770.      MT  (+/- 180 meters Scaled)
 SN0141
 SN0141                          SUPERSEDED SURVEY CONTROL
 SN0141
 SN0141  NGVD 29 (??/??/92)  516.902  (m)         1695.87   (f) ADJ UNCH    1 2
 SN0141
 SN0141.Superseded values are not recommended for survey control.
 SN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0141.See file dsdata.txt to determine how the superseded data were derived.
 SN0141
 SN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT503357(NAD 83)
 SN0141_MARKER: DB = BENCH MARK DISK
 SN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0141_STAMPING: F 213 1962
 SN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0141+STABILITY: SURFACE MOTION
 SN0141
 SN0141  HISTORY     - Date     Condition        Report By
 SN0141  HISTORY     - 1962     MONUMENTED       CGS
 SN0141  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0141
 SN0141                          STATION DESCRIPTION
 SN0141
 SN0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0141'3.2 MI SE FROM WASHBURN.
 SN0141'ABOUT 3.2 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0141'AT WASHBURN, AT MILEPOLE NO 519, 26 FEET SOUTHWEST OF THE SOUTHWEST
 SN0141'RAIL, 2 FEET NORTH OF THE MILEPOLE, 1.5 FEET WEST OF A WITNESS POST,
 SN0141'ABOUT 3 FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN0141'POST PROJECTING 0.6 FOOT.
 SN0141
 SN0141                          STATION RECOVERY (1982)
 SN0141
 SN0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0526 ***********************************************************************
 SN0526  DESIGNATION -  F 214
 SN0526  PID         -  SN0526
 SN0526  STATE/COUNTY-  ND/MCLEAN
 SN0526  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0526
 SN0526                         *CURRENT SURVEY CONTROL
 SN0526  ___________________________________________________________________
 SN0526* NAD 83(1986)-  47 37 24.     (N)    101 21 21.     (W)     SCALED    
 SN0526* NAVD 88     -       566.537  (meters)    1858.71   (feet)  ADJUSTED  
 SN0526  ___________________________________________________________________
 SN0526  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 SN0526  DYNAMIC HT  -         566.585 (meters)    1858.87  (feet)  COMP
 SN0526  MODELED GRAV-     980,679.1   (mgal)                       NAVD 88
 SN0526
 SN0526  VERT ORDER  -  FIRST     CLASS II
 SN0526
 SN0526.The horizontal coordinates were scaled from a topographic map and have
 SN0526.an estimated accuracy of +/- 6 seconds.
 SN0526
 SN0526.The orthometric height was determined by differential leveling
 SN0526.and adjusted by the National Geodetic Survey in June 1991..
 SN0526
 SN0526.The geoid height was determined by GEOID03.
 SN0526
 SN0526.The dynamic height is computed by dividing the NAVD 88
 SN0526.geopotential number by the normal gravity value computed on the
 SN0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0526.degrees latitude (g = 980.6199 gals.).
 SN0526
 SN0526.The modeled gravity was interpolated from observed gravity values.
 SN0526
 SN0526;                    North         East    Units  Estimated Accuracy
 SN0526;SPC ND N     -    69,660.      535,670.      MT  (+/- 180 meters Scaled)
 SN0526
 SN0526                          SUPERSEDED SURVEY CONTROL
 SN0526
 SN0526  NGVD 29 (??/??/92)  566.135  (m)         1857.39   (f) ADJ UNCH    1 2
 SN0526
 SN0526.Superseded values are not recommended for survey control.
 SN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0526.See file dsdata.txt to determine how the superseded data were derived.
 SN0526
 SN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT229771(NAD 83)
 SN0526_MARKER: DB = BENCH MARK DISK
 SN0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0526_STAMPING: F 214 1962
 SN0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0526+STABILITY: SURFACE MOTION
 SN0526
 SN0526  HISTORY     - Date     Condition        Report By
 SN0526  HISTORY     - 1962     MONUMENTED       CGS
 SN0526  HISTORY     - 1982     GOOD             NGS
 SN0526
 SN0526                          STATION DESCRIPTION
 SN0526
 SN0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0526'3.65 MI SE FROM GARRISON.
 SN0526'ABOUT 3.65 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0526'AT GARRISON, 4 POLES WEST OF MILEPOLE 485, AT A ROAD CROSSING, 124
 SN0526'FEET NORTHEAST OF THE CENTERLINE OF THE CROSSING, 22.5 FEET NORTH OF
 SN0526'THE NORTH RAIL, 120 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 9
 SN0526'FEET EAST OF A WHISTLE POST, 7 FEET SOUTH OF A TELEPHONE POLE, 1.8
 SN0526'FEET WEST OF A WITNESS POST, ABOUT 8 FEET BELOW THE TRACK, A DISK IN
 SN0526'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0526
 SN0526                          STATION RECOVERY (1982)
 SN0526
 SN0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1017 ***********************************************************************
 SN1017  DESIGNATION -  F 215
 SN1017  PID         -  SN1017
 SN1017  STATE/COUNTY-  ND/WARD
 SN1017  USGS QUAD   -  LAKE VERNON (1980)
 SN1017
 SN1017                         *CURRENT SURVEY CONTROL
 SN1017  ___________________________________________________________________
 SN1017* NAD 83(1986)-  47 53 23.     (N)    101 36 14.     (W)     SCALED    
 SN1017* NAVD 88     -       649.046  (meters)    2129.41   (feet)  ADJUSTED  
 SN1017  ___________________________________________________________________
 SN1017  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SN1017  DYNAMIC HT  -         649.126 (meters)    2129.67  (feet)  COMP
 SN1017  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SN1017
 SN1017  VERT ORDER  -  SECOND    CLASS 0
 SN1017
 SN1017.The horizontal coordinates were scaled from a topographic map and have
 SN1017.an estimated accuracy of +/- 6 seconds.
 SN1017
 SN1017.The orthometric height was determined by differential leveling
 SN1017.and adjusted by the National Geodetic Survey in June 1991..
 SN1017
 SN1017.The geoid height was determined by GEOID03.
 SN1017
 SN1017.The dynamic height is computed by dividing the NAVD 88
 SN1017.geopotential number by the normal gravity value computed on the
 SN1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1017.degrees latitude (g = 980.6199 gals.).
 SN1017
 SN1017.The modeled gravity was interpolated from observed gravity values.
 SN1017
 SN1017;                    North         East    Units  Estimated Accuracy
 SN1017;SPC ND N     -    99,510.      517,450.      MT  (+/- 180 meters Scaled)
 SN1017
 SN1017                          SUPERSEDED SURVEY CONTROL
 SN1017
 SN1017  NGVD 29 (??/??/92)  648.640  (m)         2128.08   (f) ADJ UNCH    2 0
 SN1017
 SN1017.Superseded values are not recommended for survey control.
 SN1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1017.See file dsdata.txt to determine how the superseded data were derived.
 SN1017
 SN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU053073(NAD 83)
 SN1017_MARKER: DB = BENCH MARK DISK
 SN1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1017_STAMPING: F 215 1962
 SN1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1017+STABILITY: SURFACE MOTION
 SN1017
 SN1017  HISTORY     - Date     Condition        Report By
 SN1017  HISTORY     - 1962     MONUMENTED       CGS
 SN1017
 SN1017                          STATION DESCRIPTION
 SN1017
 SN1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1017'3.8 MI SE FROM RYDER.
 SN1017'3.8 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1017'RYDER, OR ABOUT 5.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM
 SN1017'THE STATION AT DOUGLAS, 30 FEET NORTH OF THE NORTH RAIL, 2.5 FEET WEST
 SN1017'OF MILEPOST 483, 15 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS
 SN1017'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SN1017'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0213 ***********************************************************************
 SO0213  DESIGNATION -  F 216
 SO0213  PID         -  SO0213
 SO0213  STATE/COUNTY-  ND/MOUNTRAIL
 SO0213  USGS QUAD   -  PARSHALL NE (1981)
 SO0213
 SO0213                         *CURRENT SURVEY CONTROL
 SO0213  ___________________________________________________________________
 SO0213* NAD 83(1986)-  47 58 24.     (N)    102 01 29.     (W)     SCALED    
 SO0213* NAVD 88     -       606.802  (meters)    1990.82   (feet)  ADJUSTED  
 SO0213  ___________________________________________________________________
 SO0213  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 SO0213  DYNAMIC HT  -         606.887 (meters)    1991.10  (feet)  COMP
 SO0213  MODELED GRAV-     980,732.5   (mgal)                       NAVD 88
 SO0213
 SO0213  VERT ORDER  -  SECOND    CLASS 0
 SO0213
 SO0213.The horizontal coordinates were scaled from a topographic map and have
 SO0213.an estimated accuracy of +/- 6 seconds.
 SO0213
 SO0213.The orthometric height was determined by differential leveling
 SO0213.and adjusted by the National Geodetic Survey in June 1991..
 SO0213
 SO0213.The geoid height was determined by GEOID03.
 SO0213
 SO0213.The dynamic height is computed by dividing the NAVD 88
 SO0213.geopotential number by the normal gravity value computed on the
 SO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0213.degrees latitude (g = 980.6199 gals.).
 SO0213
 SO0213.The modeled gravity was interpolated from observed gravity values.
 SO0213
 SO0213;                    North         East    Units  Estimated Accuracy
 SO0213;SPC ND N     -   109,340.      486,170.      MT  (+/- 180 meters Scaled)
 SO0213
 SO0213                          SUPERSEDED SURVEY CONTROL
 SO0213
 SO0213  NGVD 29 (??/??/92)  606.370  (m)         1989.40   (f) ADJ UNCH    2 0
 SO0213
 SO0213.Superseded values are not recommended for survey control.
 SO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0213.See file dsdata.txt to determine how the superseded data were derived.
 SO0213
 SO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP220176(NAD 83)
 SO0213_MARKER: DB = BENCH MARK DISK
 SO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0213_STAMPING: F 216 1962
 SO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0213+STABILITY: SURFACE MOTION
 SO0213
 SO0213  HISTORY     - Date     Condition        Report By
 SO0213  HISTORY     - 1962     MONUMENTED       CGS
 SO0213
 SO0213                          STATION DESCRIPTION
 SO0213
 SO0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0213'5.45 MI E FROM PARSHALL.
 SO0213'ABOUT 5.45 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0213'PARSHALL, 5 POLES WEST OF A PRIVATE ROAD CROSSING, 2 POLES WEST OF
 SO0213'MILEPOLE 505, 23 FEET NORTH OF THE NORTH RAIL, 99 FEET SOUTH OF A
 SO0213'FENCE, 2.8 FEET EAST OF A TELEGRAPH POLE, 1.4 FEET WEST OF A WITNESS
 SO0213'POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A
 SO0213'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1069 ***********************************************************************
 TF1069  DESIGNATION -  F 217
 TF1069  PID         -  TF1069
 TF1069  STATE/COUNTY-  ND/WARD
 TF1069  USGS QUAD   -  MINOT (1979)
 TF1069
 TF1069                         *CURRENT SURVEY CONTROL
 TF1069  ___________________________________________________________________
 TF1069* NAD 83(1986)-  48 12 33.     (N)    101 17 48.     (W)     SCALED    
 TF1069* NAVD 88     -       527.537  (meters)    1730.76   (feet)  ADJUSTED  
 TF1069  ___________________________________________________________________
 TF1069  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF1069  DYNAMIC HT  -         527.623 (meters)    1731.04  (feet)  COMP
 TF1069  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TF1069
 TF1069  VERT ORDER  -  FIRST     CLASS II
 TF1069
 TF1069.The horizontal coordinates were scaled from a topographic map and have
 TF1069.an estimated accuracy of +/- 6 seconds.
 TF1069
 TF1069.The orthometric height was determined by differential leveling
 TF1069.and adjusted by the National Geodetic Survey in June 1991..
 TF1069
 TF1069.The geoid height was determined by GEOID03.
 TF1069
 TF1069.The dynamic height is computed by dividing the NAVD 88
 TF1069.geopotential number by the normal gravity value computed on the
 TF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1069.degrees latitude (g = 980.6199 gals.).
 TF1069
 TF1069.The modeled gravity was interpolated from observed gravity values.
 TF1069
 TF1069;                    North         East    Units  Estimated Accuracy
 TF1069;SPC ND N     -   134,740.      540,790.      MT  (+/- 180 meters Scaled)
 TF1069
 TF1069                          SUPERSEDED SURVEY CONTROL
 TF1069
 TF1069  NGVD 29 (??/??/92)  527.167  (m)         1729.55   (f) ADJ UNCH    1 2
 TF1069
 TF1069.Superseded values are not recommended for survey control.
 TF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1069.See file dsdata.txt to determine how the superseded data were derived.
 TF1069
 TF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293420(NAD 83)
 TF1069_MARKER: DB = BENCH MARK DISK
 TF1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1069_SP_SET: BUILDING
 TF1069_STAMPING: F 217 1962
 TF1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1069
 TF1069  HISTORY     - Date     Condition        Report By
 TF1069  HISTORY     - 1962     MONUMENTED       CGS
 TF1069  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF1069
 TF1069                          STATION DESCRIPTION
 TF1069
 TF1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1069'1.5 MI S FROM MINOT.
 TF1069'1.5 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1069'ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAYS NO 2 AND 52
 TF1069'BY PASS, SET VERTICAL IN THE NORTH FACE OF THE NORTHEAST CORNER OF THE
 TF1069'PURITY DAIRY BUILDING, 1.8 FEET WEST OF THE NORTHEAST CORNER OF THE
 TF1069'BUILDING, 0.3 FEET BELOW THE TOP OF THE FOUNDATION, ABOUT LEVEL WITH
 TF1069'THE GROUND, ABOUT 10 FEET BELOW THE HIGHWAY.  A VERTICAL.
 TF1069
 TF1069                          STATION RECOVERY (1982)
 TF1069
 TF1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1069'THE BUILDING IS NO LONGER AT THIS LOCATION AND THE MARK SHOULD BE
 TF1069'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0484 ***********************************************************************
 SN0484  DESIGNATION -  F 218
 SN0484  PID         -  SN0484
 SN0484  STATE/COUNTY-  ND/MCLEAN
 SN0484  USGS QUAD   -  BENEDICT SW (1981)
 SN0484
 SN0484                         *CURRENT SURVEY CONTROL
 SN0484  ___________________________________________________________________
 SN0484* NAD 83(1986)-  47 50 16.     (N)    101 12 27.     (W)     SCALED    
 SN0484* NAVD 88     -       650.532  (meters)    2134.29   (feet)  ADJUSTED  
 SN0484  ___________________________________________________________________
 SN0484  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SN0484  DYNAMIC HT  -         650.598 (meters)    2134.50  (feet)  COMP
 SN0484  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0484
 SN0484  VERT ORDER  -  SECOND    CLASS 0
 SN0484
 SN0484.The horizontal coordinates were scaled from a topographic map and have
 SN0484.an estimated accuracy of +/- 6 seconds.
 SN0484
 SN0484.The orthometric height was determined by differential leveling
 SN0484.and adjusted by the National Geodetic Survey in June 1991..
 SN0484
 SN0484.The geoid height was determined by GEOID03.
 SN0484
 SN0484.The dynamic height is computed by dividing the NAVD 88
 SN0484.geopotential number by the normal gravity value computed on the
 SN0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0484.degrees latitude (g = 980.6199 gals.).
 SN0484
 SN0484.The modeled gravity was interpolated from observed gravity values.
 SN0484
 SN0484;                    North         East    Units  Estimated Accuracy
 SN0484;SPC ND N     -    93,390.      547,040.      MT  (+/- 180 meters Scaled)
 SN0484
 SN0484                          SUPERSEDED SURVEY CONTROL
 SN0484
 SN0484  NGVD 29 (??/??/92)  650.136  (m)         2132.99   (f) ADJ UNCH    2 0
 SN0484
 SN0484.Superseded values are not recommended for survey control.
 SN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0484.See file dsdata.txt to determine how the superseded data were derived.
 SN0484
 SN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU348006(NAD 83)
 SN0484_MARKER: DB = BENCH MARK DISK
 SN0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0484_STAMPING: F 218 1962
 SN0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0484+STABILITY: SURFACE MOTION
 SN0484
 SN0484  HISTORY     - Date     Condition        Report By
 SN0484  HISTORY     - 1962     MONUMENTED       CGS
 SN0484
 SN0484                          STATION DESCRIPTION
 SN0484
 SN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0484'4.1 MI E FROM MAX.
 SN0484'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS-ST. PAUL AND SAUL STE MARIE
 SN0484'RAILROAD FROM THE STATION AT MAX, ABOUT 0.3 MILE WEST OF MILEPOST 462,
 SN0484'AT A GRADED ROAD CROSSING, 58 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SN0484'CROSSING, 44.6 FEET SOUTH OF THE SOUTH RAIL, 38 FEET WEST OF THE
 SN0484'CENTERLINE OF THE ROAD, 2.5 FEET WEST OF A TELEPHONE POLE, 1.6 FEET
 SN0484'EAST OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A
 SN0484'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. NOTE-- THE
 SN0484'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0484'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0201 ***********************************************************************
 SN0201  DESIGNATION -  F 219
 SN0201  PID         -  SN0201
 SN0201  STATE/COUNTY-  ND/SHERIDAN
 SN0201  USGS QUAD   -  KIEF (1958)
 SN0201
 SN0201                         *CURRENT SURVEY CONTROL
 SN0201  ___________________________________________________________________
 SN0201* NAD 83(1986)-  47 49 59.     (N)    100 33 28.     (W)     SCALED    
 SN0201* NAVD 88     -       512.413  (meters)    1681.14   (feet)  ADJUSTED  
 SN0201  ___________________________________________________________________
 SN0201  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 SN0201  DYNAMIC HT  -         512.470 (meters)    1681.33  (feet)  COMP
 SN0201  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 SN0201
 SN0201  VERT ORDER  -  SECOND    CLASS 0
 SN0201
 SN0201.The horizontal coordinates were scaled from a topographic map and have
 SN0201.an estimated accuracy of +/- 6 seconds.
 SN0201
 SN0201.The orthometric height was determined by differential leveling
 SN0201.and adjusted by the National Geodetic Survey in June 1991..
 SN0201
 SN0201.The geoid height was determined by GEOID03.
 SN0201
 SN0201.The dynamic height is computed by dividing the NAVD 88
 SN0201.geopotential number by the normal gravity value computed on the
 SN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0201.degrees latitude (g = 980.6199 gals.).
 SN0201
 SN0201.The modeled gravity was interpolated from observed gravity values.
 SN0201
 SN0201;                    North         East    Units  Estimated Accuracy
 SN0201;SPC ND N     -    92,620.      595,680.      MT  (+/- 180 meters Scaled)
 SN0201
 SN0201                          SUPERSEDED SURVEY CONTROL
 SN0201
 SN0201  NGVD 29 (??/??/92)  512.015  (m)         1679.84   (f) ADJ UNCH    2 0
 SN0201
 SN0201.Superseded values are not recommended for survey control.
 SN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0201.See file dsdata.txt to determine how the superseded data were derived.
 SN0201
 SN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT834989(NAD 83)
 SN0201_MARKER: DB = BENCH MARK DISK
 SN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0201_STAMPING: F 219 1962
 SN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0201+STABILITY: SURFACE MOTION
 SN0201
 SN0201  HISTORY     - Date     Condition        Report By
 SN0201  HISTORY     - 1962     MONUMENTED       CGS
 SN0201
 SN0201                          STATION DESCRIPTION
 SN0201
 SN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0201'2.7 MI SW FROM KIEF.
 SN0201'ABOUT 2.7 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0201'MARIE RAILROAD FROM THE STATION AT KIEF, ABOUT 0.4 MILE NORTHEAST OF
 SN0201'MILEPOLE 430, AT A DIRT ROAD CROSSING, 33 FEET SOUTH OF THE CENTERLINE
 SN0201'OF THE CROSSING, 27.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 FEET
 SN0201'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.6 FEET NORTHWEST OF A
 SN0201'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK IN THE TOP OF A
 SN0201'CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0201'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0352 ***********************************************************************
 SN0352  DESIGNATION -  F 220
 SN0352  PID         -  SN0352
 SN0352  STATE/COUNTY-  ND/MCHENRY
 SN0352  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0352
 SN0352                         *CURRENT SURVEY CONTROL
 SN0352  ___________________________________________________________________
 SN0352* NAD 83(1986)-  47 59 10.     (N)    100 55 48.     (W)     SCALED    
 SN0352* NAVD 88     -       509.826  (meters)    1672.65   (feet)  ADJUSTED  
 SN0352  ___________________________________________________________________
 SN0352  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SN0352  DYNAMIC HT  -         509.893 (meters)    1672.87  (feet)  COMP
 SN0352  MODELED GRAV-     980,728.0   (mgal)                       NAVD 88
 SN0352
 SN0352  VERT ORDER  -  SECOND    CLASS 0
 SN0352
 SN0352.The horizontal coordinates were scaled from a topographic map and have
 SN0352.an estimated accuracy of +/- 6 seconds.
 SN0352
 SN0352.The orthometric height was determined by differential leveling
 SN0352.and adjusted by the National Geodetic Survey in June 1991..
 SN0352
 SN0352.The geoid height was determined by GEOID03.
 SN0352
 SN0352.The dynamic height is computed by dividing the NAVD 88
 SN0352.geopotential number by the normal gravity value computed on the
 SN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0352.degrees latitude (g = 980.6199 gals.).
 SN0352
 SN0352.The modeled gravity was interpolated from observed gravity values.
 SN0352
 SN0352;                    North         East    Units  Estimated Accuracy
 SN0352;SPC ND N     -   109,730.      567,910.      MT  (+/- 180 meters Scaled)
 SN0352
 SN0352                          SUPERSEDED SURVEY CONTROL
 SN0352
 SN0352  NGVD 29 (??/??/92)  509.446  (m)         1671.41   (f) ADJ UNCH    2 0
 SN0352
 SN0352.Superseded values are not recommended for survey control.
 SN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0352.See file dsdata.txt to determine how the superseded data were derived.
 SN0352
 SN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU559165(NAD 83)
 SN0352_MARKER: DB = BENCH MARK DISK
 SN0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0352_SP_SET: CULVERT
 SN0352_STAMPING: F 220 1962
 SN0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0352
 SN0352  HISTORY     - Date     Condition        Report By
 SN0352  HISTORY     - 1962     MONUMENTED       CGS
 SN0352
 SN0352                          STATION DESCRIPTION
 SN0352
 SN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0352'4.9 MI S FROM VELVA.
 SN0352'4.9 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0352'HIGHWAY NO. 52 AT VELVA, AT THE JUNCTION OF A FARM ROAD LEADING WEST,
 SN0352'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF AN 8 FOOT
 SN0352'CONCRETE BOX CULVERT, 26 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SN0352'0.5 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, ABOUT 1 1/2 FEET
 SN0352'BELOW THE HIGHWAY, AND THE DISK IS DRILLED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0914 ***********************************************************************
 TF0914  DESIGNATION -  F 221
 TF0914  PID         -  TF0914
 TF0914  STATE/COUNTY-  ND/WARD
 TF0914  USGS QUAD   -  SURREY (1981)
 TF0914
 TF0914                         *CURRENT SURVEY CONTROL
 TF0914  ___________________________________________________________________
 TF0914* NAD 83(1986)-  48 14 16.     (N)    101 08 41.     (W)     SCALED    
 TF0914* NAVD 88     -       495.393  (meters)    1625.30   (feet)  ADJUSTED  
 TF0914  ___________________________________________________________________
 TF0914  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 TF0914  DYNAMIC HT  -         495.482 (meters)    1625.59  (feet)  COMP
 TF0914  MODELED GRAV-     980,775.4   (mgal)                       NAVD 88
 TF0914
 TF0914  VERT ORDER  -  FIRST     CLASS II
 TF0914
 TF0914.The horizontal coordinates were scaled from a topographic map and have
 TF0914.an estimated accuracy of +/- 6 seconds.
 TF0914
 TF0914.The orthometric height was determined by differential leveling
 TF0914.and adjusted by the National Geodetic Survey in June 1991..
 TF0914
 TF0914.The geoid height was determined by GEOID03.
 TF0914
 TF0914.The dynamic height is computed by dividing the NAVD 88
 TF0914.geopotential number by the normal gravity value computed on the
 TF0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0914.degrees latitude (g = 980.6199 gals.).
 TF0914
 TF0914.The modeled gravity was interpolated from observed gravity values.
 TF0914
 TF0914;                    North         East    Units  Estimated Accuracy
 TF0914;SPC ND N     -   137,820.      552,110.      MT  (+/- 180 meters Scaled)
 TF0914
 TF0914                          SUPERSEDED SURVEY CONTROL
 TF0914
 TF0914  NGVD 29 (??/??/92)  495.004  (m)         1624.03   (f) ADJ UNCH    1 2
 TF0914
 TF0914.Superseded values are not recommended for survey control.
 TF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0914.See file dsdata.txt to determine how the superseded data were derived.
 TF0914
 TF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU407449(NAD 83)
 TF0914_MARKER: DB = BENCH MARK DISK
 TF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0914_STAMPING: F 221 1962
 TF0914_MARK LOGO: CGS   
 TF0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0914+STABILITY: SURFACE MOTION
 TF0914
 TF0914  HISTORY     - Date     Condition        Report By
 TF0914  HISTORY     - 1962     MONUMENTED       CGS
 TF0914  HISTORY     - 1982     GOOD             NGS
 TF0914
 TF0914                          STATION DESCRIPTION
 TF0914
 TF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0914'IN SURREY.
 TF0914'AT SURREY, 109.3 FEET EAST OF THE NORTHEAST CORNER OF THE GREAT
 TF0914'NORTHERN RAILROAD STATION, IN THE Y-JUNCTION OF TWO TRACKS, 66 FEET
 TF0914'SOUTHWEST OF THE CENTER OF THE CROSSING OF A GRADED ROAD AND THE MORE
 TF0914'SOUTHERLY OF TWO TRACKS LEADING EAST, 62 FEET NORTHEAST OF THE
 TF0914'NORTHEAST RAIL OF THE TRACK LEADING TO THE SOUTHEAST, 39.3 FEET SOUTH
 TF0914'OF THE SOUTH RAIL OF THE MORE SOUTHERLY OF THE TWO TRACKS LEADING
 TF0914'EAST, 2.5 FEET SOUTH OF MILEPOST 196, 1.6 FEET NORTH OF A METAL
 TF0914'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK LEADING EAST,
 TF0914'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF0914
 TF0914                          STATION RECOVERY (1982)
 TF0914
 TF0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0914'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1135 ***********************************************************************
 TF1135  DESIGNATION -  F 222
 TF1135  PID         -  TF1135
 TF1135  STATE/COUNTY-  ND/WARD
 TF1135  USGS QUAD   -  DES LACS (1980)
 TF1135
 TF1135                         *CURRENT SURVEY CONTROL
 TF1135  ___________________________________________________________________
 TF1135* NAD 83(1986)-  48 16 12.     (N)    101 35 58.     (W)     SCALED    
 TF1135* NAVD 88     -       597.911  (meters)    1961.65   (feet)  ADJUSTED  
 TF1135  ___________________________________________________________________
 TF1135  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1135  DYNAMIC HT  -         598.009 (meters)    1961.97  (feet)  COMP
 TF1135  MODELED GRAV-     980,755.6   (mgal)                       NAVD 88
 TF1135
 TF1135  VERT ORDER  -  FIRST     CLASS II
 TF1135
 TF1135.The horizontal coordinates were scaled from a topographic map and have
 TF1135.an estimated accuracy of +/- 6 seconds.
 TF1135
 TF1135.The orthometric height was determined by differential leveling
 TF1135.and adjusted by the National Geodetic Survey in June 1991..
 TF1135
 TF1135.The geoid height was determined by GEOID03.
 TF1135
 TF1135.The dynamic height is computed by dividing the NAVD 88
 TF1135.geopotential number by the normal gravity value computed on the
 TF1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1135.degrees latitude (g = 980.6199 gals.).
 TF1135
 TF1135.The modeled gravity was interpolated from observed gravity values.
 TF1135
 TF1135;                    North         East    Units  Estimated Accuracy
 TF1135;SPC ND N     -   141,780.      518,390.      MT  (+/- 180 meters Scaled)
 TF1135
 TF1135                          SUPERSEDED SURVEY CONTROL
 TF1135
 TF1135  NGVD 29 (??/??/92)  597.508  (m)         1960.32   (f) ADJ UNCH    1 2
 TF1135
 TF1135.Superseded values are not recommended for survey control.
 TF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1135.See file dsdata.txt to determine how the superseded data were derived.
 TF1135
 TF1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU071495(NAD 83)
 TF1135_MARKER: DB = BENCH MARK DISK
 TF1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1135_STAMPING: F 222 1962
 TF1135_MARK LOGO: CGS   
 TF1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1135+STABILITY: SURFACE MOTION
 TF1135
 TF1135  HISTORY     - Date     Condition        Report By
 TF1135  HISTORY     - 1962     MONUMENTED       CGS
 TF1135  HISTORY     - 1981     GOOD             NGS
 TF1135
 TF1135                          STATION DESCRIPTION
 TF1135
 TF1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1135'1.9 MI W FROM DES LACS.
 TF1135'1.9 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1135'DES LACS, ABOUT 0.2 MILE OR 10 POLES EAST OF MILEPOST 16, 137 FEET
 TF1135'NORTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 93.2 FEET NORTH
 TF1135'OF THE NORTH RAIL, 62 FEET NORTH-NORTHWEST OF THE 10TH POLE EAST OF
 TF1135'MILEPOST 16, 50 FEET WEST OF THE CENTERLINE OF THE ROAD, 13 FEET
 TF1135'SOUTHWEST OF A TELEPHONE POLE, 1.9 FEET EAST OF A METAL WITNESS POST,
 TF1135'ABOUT LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 TF1135'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TF1135
 TF1135                          STATION RECOVERY (1981)
 TF1135
 TF1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0355 ***********************************************************************
 TF0355  DESIGNATION -  F 223
 TF0355  PID         -  TF0355
 TF0355  STATE/COUNTY-  ND/MCHENRY
 TF0355  USGS QUAD   -  SIMCOE (1949)
 TF0355
 TF0355                         *CURRENT SURVEY CONTROL
 TF0355  ___________________________________________________________________
 TF0355* NAD 83(1986)-  48 08 19.     (N)    100 48 34.     (W)     SCALED    
 TF0355* NAVD 88     -       476.466  (meters)    1563.21   (feet)  ADJUSTED  
 TF0355  ___________________________________________________________________
 TF0355  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0355  DYNAMIC HT  -         476.540 (meters)    1563.45  (feet)  COMP
 TF0355  MODELED GRAV-     980,751.2   (mgal)                       NAVD 88
 TF0355
 TF0355  VERT ORDER  -  SECOND    CLASS 0
 TF0355
 TF0355.The horizontal coordinates were scaled from a topographic map and have
 TF0355.an estimated accuracy of +/- 6 seconds.
 TF0355
 TF0355.The orthometric height was determined by differential leveling
 TF0355.and adjusted by the National Geodetic Survey in June 1991..
 TF0355
 TF0355.The geoid height was determined by GEOID03.
 TF0355
 TF0355.The dynamic height is computed by dividing the NAVD 88
 TF0355.geopotential number by the normal gravity value computed on the
 TF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0355.degrees latitude (g = 980.6199 gals.).
 TF0355
 TF0355.The modeled gravity was interpolated from observed gravity values.
 TF0355
 TF0355;                    North         East    Units  Estimated Accuracy
 TF0355;SPC ND N     -   126,640.      576,970.      MT  (+/- 180 meters Scaled)
 TF0355
 TF0355                          SUPERSEDED SURVEY CONTROL
 TF0355
 TF0355  NGVD 29 (??/??/92)  476.093  (m)         1561.98   (f) ADJ UNCH    2 0
 TF0355
 TF0355.Superseded values are not recommended for survey control.
 TF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0355.See file dsdata.txt to determine how the superseded data were derived.
 TF0355
 TF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU653332(NAD 83)
 TF0355_MARKER: DB = BENCH MARK DISK
 TF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0355_STAMPING: F 223 1962
 TF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0355+STABILITY: SURFACE MOTION
 TF0355
 TF0355  HISTORY     - Date     Condition        Report By
 TF0355  HISTORY     - 1962     MONUMENTED       CGS
 TF0355
 TF0355                          STATION DESCRIPTION
 TF0355
 TF0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0355'2.9 MI SE FROM SIMCOE.
 TF0355'ABOUT 2.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0355'STATION AT SIMCOE, ABOUT 5 POLES NORTHWEST OF A GRAVELED ROAD
 TF0355'CROSSING, AT THE SECOND TELEGRAPH POLE SOUTHEAST OF MILEPOST 209, 238
 TF0355'FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET SOUTHWEST OF A TELEGRAPH
 TF0355'POLE, 1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 TF0355'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0434 ***********************************************************************
 TF0434  DESIGNATION -  F 224 RESET
 TF0434  PID         -  TF0434
 TF0434  STATE/COUNTY-  ND/MCHENRY
 TF0434  USGS QUAD   -  VOLTAIRE (1977)
 TF0434
 TF0434                         *CURRENT SURVEY CONTROL
 TF0434  ___________________________________________________________________
 TF0434* NAD 83(1986)-  48 00 02.     (N)    100 49 21.     (W)     SCALED    
 TF0434* NAVD 88     -       484.17   (+/-2cm)    1588.5    (feet)  VERTCON   
 TF0434  ___________________________________________________________________
 TF0434  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 TF0434
 TF0434  VERT ORDER  -  THIRD (See Below)
 TF0434
 TF0434.The horizontal coordinates were scaled from a topographic map and have
 TF0434.an estimated accuracy of +/- 6 seconds.
 TF0434
 TF0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0434.The vertical order pertains to the NGVD 29 superseded value.
 TF0434
 TF0434.The geoid height was determined by GEOID03.
 TF0434
 TF0434;                    North         East    Units  Estimated Accuracy
 TF0434;SPC ND N     -   111,290.      575,940.      MT  (+/- 180 meters Scaled)
 TF0434
 TF0434                          SUPERSEDED SURVEY CONTROL
 TF0434
 TF0434  NGVD 29 (11/04/04)  483.79   (m)         1587.2    (f) RESET       3  
 TF0434
 TF0434.Superseded values are not recommended for survey control.
 TF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0434.See file dsdata.txt to determine how the superseded data were derived.
 TF0434
 TF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU640179(NAD 83)
 TF0434_MARKER: DB = BENCH MARK DISK
 TF0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0434_STAMPING: F 224 RESET 1973
 TF0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0434+STABILITY: SURFACE MOTION
 TF0434
 TF0434  HISTORY     - Date     Condition        Report By
 TF0434  HISTORY     - 1973     MONUMENTED       NGS
 TF0434
 TF0434                          STATION DESCRIPTION
 TF0434
 TF0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TF0434'2.1 MI SE FROM VOLTAIRE.
 TF0434'ABOUT 1 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS ELEVATOR AT
 TF0434'VOLTAIRE, THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD, AT A GRAVELED
 TF0434'ROAD INTERSECTION, IN THE NORTHEAST CORNER, 52 FEET EAST OF THE CENTER
 TF0434'OF THE NORTH-SOUTH ROAD, 29 FEET NORTH OF THE EAST-WEST ROAD, 72 FEET
 TF0434'NORTH OF A CORNER POWER POLE, 1 FOOT SOUTH OF A FENCE, AND 1.9 FEET
 TF0434'WEST OF A METAL WITNESS POST.  IT IS SET IN THE TOP OF A CONCRETE
 TF0434'MONUMENT WHICH PROJECTS 8-INCHES.  NOTE-- THE MARK WAS IN A CULTIVATED
 TF0434'FIELD, AND THE FARM OWNER REQUESTED THAT THE MARK BE MOVED. THE DISK
 TF0434'WAS REMOVED FROM BENCH MARK F 224 1962 AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0395 ***********************************************************************
 TF0395  DESIGNATION -  F 225
 TF0395  PID         -  TF0395
 TF0395  STATE/COUNTY-  ND/MCHENRY
 TF0395  USGS QUAD   -  VOLTAIRE (1977)
 TF0395
 TF0395                         *CURRENT SURVEY CONTROL
 TF0395  ___________________________________________________________________
 TF0395* NAD 83(1986)-  48 02 13.     (N)    100 45 21.     (W)     SCALED    
 TF0395* NAVD 88     -       483.119  (meters)    1585.03   (feet)  ADJUSTED  
 TF0395  ___________________________________________________________________
 TF0395  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0395  DYNAMIC HT  -         483.187 (meters)    1585.26  (feet)  COMP
 TF0395  MODELED GRAV-     980,738.3   (mgal)                       NAVD 88
 TF0395
 TF0395  VERT ORDER  -  SECOND    CLASS 0
 TF0395
 TF0395.The horizontal coordinates were scaled from a topographic map and have
 TF0395.an estimated accuracy of +/- 6 seconds.
 TF0395
 TF0395.The orthometric height was determined by differential leveling
 TF0395.and adjusted by the National Geodetic Survey in June 1991..
 TF0395
 TF0395.The geoid height was determined by GEOID03.
 TF0395
 TF0395.The dynamic height is computed by dividing the NAVD 88
 TF0395.geopotential number by the normal gravity value computed on the
 TF0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0395.degrees latitude (g = 980.6199 gals.).
 TF0395
 TF0395.The modeled gravity was interpolated from observed gravity values.
 TF0395
 TF0395;                    North         East    Units  Estimated Accuracy
 TF0395;SPC ND N     -   115,320.      580,920.      MT  (+/- 180 meters Scaled)
 TF0395
 TF0395                          SUPERSEDED SURVEY CONTROL
 TF0395
 TF0395  NGVD 29 (??/??/92)  482.739  (m)         1583.79   (f) ADJ UNCH    2 0
 TF0395
 TF0395.Superseded values are not recommended for survey control.
 TF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0395.See file dsdata.txt to determine how the superseded data were derived.
 TF0395
 TF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU691218(NAD 83)
 TF0395_MARKER: DB = BENCH MARK DISK
 TF0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0395_STAMPING: F 225 1962
 TF0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0395+STABILITY: SURFACE MOTION
 TF0395
 TF0395  HISTORY     - Date     Condition        Report By
 TF0395  HISTORY     - 1962     MONUMENTED       CGS
 TF0395
 TF0395                          STATION DESCRIPTION
 TF0395
 TF0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0395'3.8 MI NW FROM BERGEN.
 TF0395'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION
 TF0395'AT BERGEN, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, 64.0 FEET
 TF0395'NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TF0395'WEST, 42.5 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 41.5
 TF0395'FEET NORTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 2.0
 TF0395'FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.3 FEET
 TF0395'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF0395'ROAD LEADING NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0395'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0388 ***********************************************************************
 TF0388  DESIGNATION -  F 226
 TF0388  PID         -  TF0388
 TF0388  STATE/COUNTY-  ND/MCHENRY
 TF0388  USGS QUAD   -  BERGEN (1957)
 TF0388
 TF0388                         *CURRENT SURVEY CONTROL
 TF0388  ___________________________________________________________________
 TF0388* NAD 83(1986)-  48 01 20.     (N)    100 40 09.     (W)     SCALED    
 TF0388* NAVD 88     -       495.997  (meters)    1627.28   (feet)  ADJUSTED  
 TF0388  ___________________________________________________________________
 TF0388  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0388  DYNAMIC HT  -         496.069 (meters)    1627.52  (feet)  COMP
 TF0388  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 TF0388
 TF0388  VERT ORDER  -  SECOND    CLASS 0
 TF0388
 TF0388.The horizontal coordinates were scaled from a topographic map and have
 TF0388.an estimated accuracy of +/- 6 seconds.
 TF0388
 TF0388.The orthometric height was determined by differential leveling
 TF0388.and adjusted by the National Geodetic Survey in June 1991..
 TF0388
 TF0388.The geoid height was determined by GEOID03.
 TF0388
 TF0388.The dynamic height is computed by dividing the NAVD 88
 TF0388.geopotential number by the normal gravity value computed on the
 TF0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0388.degrees latitude (g = 980.6199 gals.).
 TF0388
 TF0388.The modeled gravity was interpolated from observed gravity values.
 TF0388
 TF0388;                    North         East    Units  Estimated Accuracy
 TF0388;SPC ND N     -   113,670.      587,380.      MT  (+/- 180 meters Scaled)
 TF0388
 TF0388                          SUPERSEDED SURVEY CONTROL
 TF0388
 TF0388  NGVD 29 (??/??/92)  495.617  (m)         1626.04   (f) ADJ UNCH    2 0
 TF0388
 TF0388.Superseded values are not recommended for survey control.
 TF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0388.See file dsdata.txt to determine how the superseded data were derived.
 TF0388
 TF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU755201(NAD 83)
 TF0388_MARKER: DB = BENCH MARK DISK
 TF0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0388_STAMPING: F 226 1962
 TF0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0388+STABILITY: SURFACE MOTION
 TF0388
 TF0388  HISTORY     - Date     Condition        Report By
 TF0388  HISTORY     - 1962     MONUMENTED       CGS
 TF0388
 TF0388                          STATION DESCRIPTION
 TF0388
 TF0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0388'4.8 MI NE FROM BERGEN.
 TF0388'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0388'BERGEN, THENCE 2.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE
 TF0388'EAST ALONG A GRAVELED ROAD, 236 FEET EAST OF THE JUNCTION OF A DIRT
 TF0388'ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3 FEET
 TF0388'SOUTH OF A TELEPHONE POLE, 1.6 FEET WEST OF A WITNESS POST, ABOUT
 TF0388'LEVEL WITH THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 TF0388'0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0141 ***********************************************************************
 SO0141  DESIGNATION -  F 227
 SO0141  PID         -  SO0141
 SO0141  STATE/COUNTY-  ND/MCLEAN
 SO0141  USGS QUAD   -  RAUB (1967)
 SO0141
 SO0141                         *CURRENT SURVEY CONTROL
 SO0141  ___________________________________________________________________
 SO0141* NAD 83(1986)-  47 44 46.     (N)    102 05 10.     (W)     SCALED    
 SO0141* NAVD 88     -       586.606  (meters)    1924.56   (feet)  ADJUSTED  
 SO0141  ___________________________________________________________________
 SO0141  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 SO0141  DYNAMIC HT  -         586.679 (meters)    1924.80  (feet)  COMP
 SO0141  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 SO0141
 SO0141  VERT ORDER  -  SECOND    CLASS 0
 SO0141
 SO0141.The horizontal coordinates were scaled from a topographic map and have
 SO0141.an estimated accuracy of +/- 6 seconds.
 SO0141
 SO0141.The orthometric height was determined by differential leveling
 SO0141.and adjusted by the National Geodetic Survey in June 1991..
 SO0141
 SO0141.The geoid height was determined by GEOID03.
 SO0141
 SO0141.The dynamic height is computed by dividing the NAVD 88
 SO0141.geopotential number by the normal gravity value computed on the
 SO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0141.degrees latitude (g = 980.6199 gals.).
 SO0141
 SO0141.The modeled gravity was interpolated from observed gravity values.
 SO0141
 SO0141;                    North         East    Units  Estimated Accuracy
 SO0141;SPC ND N     -    84,180.      481,070.      MT  (+/- 180 meters Scaled)
 SO0141
 SO0141                          SUPERSEDED SURVEY CONTROL
 SO0141
 SO0141  NGVD 29 (??/??/92)  586.186  (m)         1923.18   (f) ADJ UNCH    2 0
 SO0141
 SO0141.Superseded values are not recommended for survey control.
 SO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0141.See file dsdata.txt to determine how the superseded data were derived.
 SO0141
 SO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN184921(NAD 83)
 SO0141_MARKER: DB = BENCH MARK DISK
 SO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0141_STAMPING: F 227 1962
 SO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0141+STABILITY: SURFACE MOTION
 SO0141
 SO0141  HISTORY     - Date     Condition        Report By
 SO0141  HISTORY     - 1962     MONUMENTED       CGS
 SO0141
 SO0141                          STATION DESCRIPTION
 SO0141
 SO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0141'2.0 MI W FROM RAUB.
 SO0141'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0141'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, 108 FEET SOUTHEAST OF
 SO0141'THE CENTER OF A TRACK ROAD INTERSECTION, 77 FEET SOUTH OF THE
 SO0141'CENTERLINE OF THE HIGHWAY, 78 FEET EAST OF THE CENTERLINE OF THE TRACK
 SO0141'ROAD, 2.5 FEET NORTH OF A TELEPHONE POLE, 1.7 FEET EAST OF A WITNESS
 SO0141'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0141'POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0252 ***********************************************************************
 SO0252  DESIGNATION -  F 228
 SO0252  PID         -  SO0252
 SO0252  STATE/COUNTY-  ND/MCLEAN
 SO0252  USGS QUAD   -  PARSHALL SW (1967)
 SO0252
 SO0252                         *CURRENT SURVEY CONTROL
 SO0252  ___________________________________________________________________
 SO0252* NAD 83(1986)-  47 49 59.     (N)    102 10 17.     (W)     SCALED    
 SO0252* NAVD 88     -       657.884  (meters)    2158.41   (feet)  ADJUSTED  
 SO0252  ___________________________________________________________________
 SO0252  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 SO0252  DYNAMIC HT  -         657.967 (meters)    2158.68  (feet)  COMP
 SO0252  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SO0252
 SO0252  VERT ORDER  -  SECOND    CLASS 0
 SO0252
 SO0252.The horizontal coordinates were scaled from a topographic map and have
 SO0252.an estimated accuracy of +/- 6 seconds.
 SO0252
 SO0252.The orthometric height was determined by differential leveling
 SO0252.and adjusted by the National Geodetic Survey in June 1991..
 SO0252
 SO0252.The geoid height was determined by GEOID03.
 SO0252
 SO0252.The dynamic height is computed by dividing the NAVD 88
 SO0252.geopotential number by the normal gravity value computed on the
 SO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0252.degrees latitude (g = 980.6199 gals.).
 SO0252
 SO0252.The modeled gravity was interpolated from observed gravity values.
 SO0252
 SO0252;                    North         East    Units  Estimated Accuracy
 SO0252;SPC ND N     -    93,980.      474,890.      MT  (+/- 180 meters Scaled)
 SO0252
 SO0252                          SUPERSEDED SURVEY CONTROL
 SO0252
 SO0252  NGVD 29 (??/??/92)  657.451  (m)         2156.99   (f) ADJ UNCH    2 0
 SO0252
 SO0252.Superseded values are not recommended for survey control.
 SO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0252.See file dsdata.txt to determine how the superseded data were derived.
 SO0252
 SO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP116016(NAD 83)
 SO0252_MARKER: DB = BENCH MARK DISK
 SO0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0252_STAMPING: F 228 1962
 SO0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0252+STABILITY: SURFACE MOTION
 SO0252
 SO0252  HISTORY     - Date     Condition        Report By
 SO0252  HISTORY     - 1962     MONUMENTED       CGS
 SO0252
 SO0252                          STATION DESCRIPTION
 SO0252
 SO0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0252'10.4 MI SW FROM PARSHALL.
 SO0252'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0252'PARSHALL, THENCE 8.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 2.0
 SO0252'MILES WEST ALONG A GRAVELED COUNTY ROAD, 102 FEET NORTHEAST OF A TRACK
 SO0252'ROAD INTERSECTION, 85 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD,
 SO0252'58 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 2.9 FEET SOUTH OF
 SO0252'A TELEPHONE POLE, 1.6 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE
 SO0252'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0252'PROJECTING 0.8 FOOT, S 2, R 90 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0244 ***********************************************************************
 SN0244  DESIGNATION -  F 229
 SN0244  PID         -  SN0244
 SN0244  STATE/COUNTY-  ND/MCLEAN
 SN0244  USGS QUAD   -  RUSO (1981)
 SN0244
 SN0244                         *CURRENT SURVEY CONTROL
 SN0244  ___________________________________________________________________
 SN0244* NAD 83(1986)-  47 46 31.     (N)    100 54 25.     (W)     SCALED    
 SN0244* NAVD 88     -       627.425  (meters)    2058.48   (feet)  ADJUSTED  
 SN0244  ___________________________________________________________________
 SN0244  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 SN0244  DYNAMIC HT  -         627.485 (meters)    2058.67  (feet)  COMP
 SN0244  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 SN0244
 SN0244  VERT ORDER  -  SECOND    CLASS 0
 SN0244
 SN0244.The horizontal coordinates were scaled from a topographic map and have
 SN0244.an estimated accuracy of +/- 6 seconds.
 SN0244
 SN0244.The orthometric height was determined by differential leveling
 SN0244.and adjusted by the National Geodetic Survey in June 1991..
 SN0244
 SN0244.The geoid height was determined by GEOID03.
 SN0244
 SN0244.The dynamic height is computed by dividing the NAVD 88
 SN0244.geopotential number by the normal gravity value computed on the
 SN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0244.degrees latitude (g = 980.6199 gals.).
 SN0244
 SN0244.The modeled gravity was interpolated from observed gravity values.
 SN0244
 SN0244;                    North         East    Units  Estimated Accuracy
 SN0244;SPC ND N     -    86,280.      569,500.      MT  (+/- 180 meters Scaled)
 SN0244
 SN0244                          SUPERSEDED SURVEY CONTROL
 SN0244
 SN0244  NGVD 29 (??/??/92)  627.020  (m)         2057.15   (f) ADJ UNCH    2 0
 SN0244
 SN0244.Superseded values are not recommended for survey control.
 SN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0244.See file dsdata.txt to determine how the superseded data were derived.
 SN0244
 SN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT571930(NAD 83)
 SN0244_MARKER: DB = BENCH MARK DISK
 SN0244_SETTING: 80 = SET IN A BOULDER
 SN0244_SP_SET: BOULDER
 SN0244_STAMPING: F 229 1962
 SN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0244+STABILITY: SURFACE MOTION
 SN0244
 SN0244  HISTORY     - Date     Condition        Report By
 SN0244  HISTORY     - 1962     MONUMENTED       CGS
 SN0244
 SN0244                          STATION DESCRIPTION
 SN0244
 SN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0244'4.5 MI SE FROM RUSO.
 SN0244'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE CROSSING OF
 SN0244'THE SOO LINE RAILROAD AT RUSO, 138.0 FEET EAST OF THE CENTERLINE OF
 SN0244'THE HIGHWAY, SET IN THE TOP OF A 4 X 5 FOOT GRANITE BOULDER, 17.0 FEET
 SN0244'SOUTH OF THE SOUTH END OF A WIRE GATE, 1.8 FEET WEST OF A FENCE, 2.4
 SN0244'FEET NORTH OF A 4 X 4 INCH WOODEN RIGHT-OF-WAY MARKER, AND ABOUT 4
 SN0244'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0214 ***********************************************************************
 RS0214  DESIGNATION -  F 23
 RS0214  PID         -  RS0214
 RS0214  STATE/COUNTY-  ND/SLOPE
 RS0214  USGS QUAD   -  MARMARTH (1980)
 RS0214
 RS0214                         *CURRENT SURVEY CONTROL
 RS0214  ___________________________________________________________________
 RS0214* NAD 83(1986)-  46 17 27.     (N)    103 57 58.     (W)     SCALED    
 RS0214* NAVD 88     -       835.881  (meters)    2742.39   (feet)  ADJUSTED  
 RS0214  ___________________________________________________________________
 RS0214  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 RS0214  DYNAMIC HT  -         835.809 (meters)    2742.15  (feet)  COMP
 RS0214  MODELED GRAV-     980,500.5   (mgal)                       NAVD 88
 RS0214
 RS0214  VERT ORDER  -  SECOND    CLASS 0
 RS0214
 RS0214.The horizontal coordinates were scaled from a topographic map and have
 RS0214.an estimated accuracy of +/- 6 seconds.
 RS0214
 RS0214.The orthometric height was determined by differential leveling
 RS0214.and adjusted by the National Geodetic Survey in June 1991..
 RS0214
 RS0214.The geoid height was determined by GEOID03.
 RS0214
 RS0214.The dynamic height is computed by dividing the NAVD 88
 RS0214.geopotential number by the normal gravity value computed on the
 RS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0214.degrees latitude (g = 980.6199 gals.).
 RS0214
 RS0214.The modeled gravity was interpolated from observed gravity values.
 RS0214
 RS0214;                    North         East    Units  Estimated Accuracy
 RS0214;SPC ND S     -    75,270.      333,010.      MT  (+/- 180 meters Scaled)
 RS0214
 RS0214                          SUPERSEDED SURVEY CONTROL
 RS0214
 RS0214  NGVD 29 (??/??/92)  835.341  (m)         2740.61   (f) ADJ UNCH    2 0
 RS0214
 RS0214.Superseded values are not recommended for survey control.
 RS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0214.See file dsdata.txt to determine how the superseded data were derived.
 RS0214
 RS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM796268(NAD 83)
 RS0214_MARKER: DB = BENCH MARK DISK
 RS0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RS0214_SP_SET: CONCRETE BASE
 RS0214_STAMPING: F-23 1934
 RS0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RS0214
 RS0214  HISTORY     - Date     Condition        Report By
 RS0214  HISTORY     - 1934     MONUMENTED       CGS
 RS0214  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0214
 RS0214                          STATION DESCRIPTION
 RS0214
 RS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0214'2.0 MI W FROM MARMARTH.
 RS0214'2.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0214'RAILROAD FROM MARMARTH, SLOPE COUNTY, AT BRIDGE AA 240, AT THE EAST
 RS0214'ABUTMENT, AND IN THE TOP OF THE CONCRETE BASE OF THE SOUTH WING WALL.
 RS0214'A STANDARD DISK, STAMPED F 23 1934.
 RS0214
 RS0214                          STATION RECOVERY (1974)
 RS0214
 RS0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0671 ***********************************************************************
 SN0671  DESIGNATION -  F 230
 SN0671  PID         -  SN0671
 SN0671  STATE/COUNTY-  ND/MCLEAN
 SN0671  USGS QUAD   -  MAX (1980)
 SN0671
 SN0671                         *CURRENT SURVEY CONTROL
 SN0671  ___________________________________________________________________
 SN0671* NAD 83(1986)-  47 48 16.     (N)    101 17 37.     (W)     SCALED    
 SN0671* NAVD 88     -       645.315  (meters)    2117.17   (feet)  ADJUSTED  
 SN0671  ___________________________________________________________________
 SN0671  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 SN0671  DYNAMIC HT  -         645.379 (meters)    2117.38  (feet)  COMP
 SN0671  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 SN0671
 SN0671  VERT ORDER  -  FIRST     CLASS II
 SN0671
 SN0671.The horizontal coordinates were scaled from a topographic map and have
 SN0671.an estimated accuracy of +/- 6 seconds.
 SN0671
 SN0671.The orthometric height was determined by differential leveling
 SN0671.and adjusted by the National Geodetic Survey in June 1991..
 SN0671.WARNING-Repeat measurements at this control monument indicate possible
 SN0671.vertical movement.
 SN0671
 SN0671.The geoid height was determined by GEOID03.
 SN0671
 SN0671.The dynamic height is computed by dividing the NAVD 88
 SN0671.geopotential number by the normal gravity value computed on the
 SN0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0671.degrees latitude (g = 980.6199 gals.).
 SN0671
 SN0671.The modeled gravity was interpolated from observed gravity values.
 SN0671
 SN0671;                    North         East    Units  Estimated Accuracy
 SN0671;SPC ND N     -    89,750.      540,560.      MT  (+/- 180 meters Scaled)
 SN0671
 SN0671                          SUPERSEDED SURVEY CONTROL
 SN0671
 SN0671.No superseded survey control is available for this station.
 SN0671
 SN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT282971(NAD 83)
 SN0671_MARKER: DB = BENCH MARK DISK
 SN0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0671_STAMPING: F 230 1962
 SN0671_MARK LOGO: CGS   
 SN0671_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0671+STABILITY: SURFACE MOTION
 SN0671
 SN0671  HISTORY     - Date     Condition        Report By
 SN0671  HISTORY     - 1962     MONUMENTED       CGS
 SN0671  HISTORY     - 1981     GOOD             NGS
 SN0671  HISTORY     - 1982     GOOD             NGS
 SN0671
 SN0671                          STATION DESCRIPTION
 SN0671
 SN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0671'1.1 MI S FROM MAX.
 SN0671'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0671'AT MAX, 113 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 98.0
 SN0671'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET SOUTH OF THE
 SN0671'CENTERLINE OF THE ROAD, 2.5 FEET EAST OF A POWER POLE, 1.8 FEET NORTH
 SN0671'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF
 SN0671'A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0671
 SN0671                          STATION RECOVERY (1981)
 SN0671
 SN0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0671'RECOVERED IN GOOD CONDITION.
 SN0671
 SN0671                          STATION RECOVERY (1982)
 SN0671
 SN0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0671'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0671'43.1 KM (26.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0671'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 29.9 METERS (98.1 FT)
 SN0671'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 17.4
 SN0671'METERS (57.1 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.8 METER (2.6
 SN0671'FT) EAST OF A UTILITY POLE.
 SN0671'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0721 ***********************************************************************
 SN0721  DESIGNATION -  F 231
 SN0721  PID         -  SN0721
 SN0721  STATE/COUNTY-  ND/MCLEAN
 SN0721  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0721
 SN0721                         *CURRENT SURVEY CONTROL
 SN0721  ___________________________________________________________________
 SN0721* NAD 83(1986)-  47 44 48.     (N)    101 04 44.     (W)     SCALED    
 SN0721* NAVD 88     -       596.832  (meters)    1958.11   (feet)  ADJUSTED  
 SN0721  ___________________________________________________________________
 SN0721  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0721  DYNAMIC HT  -         596.892 (meters)    1958.30  (feet)  COMP
 SN0721  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 SN0721
 SN0721  VERT ORDER  -  SECOND    CLASS 0
 SN0721
 SN0721.The horizontal coordinates were scaled from a topographic map and have
 SN0721.an estimated accuracy of +/- 6 seconds.
 SN0721
 SN0721.The orthometric height was determined by differential leveling
 SN0721.and adjusted by the National Geodetic Survey in June 1991..
 SN0721.WARNING-Repeat measurements at this control monument indicate possible
 SN0721.vertical movement.
 SN0721
 SN0721.The geoid height was determined by GEOID03.
 SN0721
 SN0721.The dynamic height is computed by dividing the NAVD 88
 SN0721.geopotential number by the normal gravity value computed on the
 SN0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0721.degrees latitude (g = 980.6199 gals.).
 SN0721
 SN0721.The modeled gravity was interpolated from observed gravity values.
 SN0721
 SN0721;                    North         East    Units  Estimated Accuracy
 SN0721;SPC ND N     -    83,180.      556,590.      MT  (+/- 180 meters Scaled)
 SN0721
 SN0721                          SUPERSEDED SURVEY CONTROL
 SN0721
 SN0721  NGVD 29 (??/??/92)  596.432  (m)         1956.79   (f) ADJ UNCH    2 0
 SN0721
 SN0721.Superseded values are not recommended for survey control.
 SN0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0721.See file dsdata.txt to determine how the superseded data were derived.
 SN0721
 SN0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT441902(NAD 83)
 SN0721_MARKER: DB = BENCH MARK DISK
 SN0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0721_STAMPING: F 231 1962
 SN0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0721+STABILITY: SURFACE MOTION
 SN0721
 SN0721  HISTORY     - Date     Condition        Report By
 SN0721  HISTORY     - 1962     MONUMENTED       CGS
 SN0721
 SN0721                          STATION DESCRIPTION
 SN0721
 SN0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0721'5.75 MI S FROM BENEDICT.
 SN0721'ABOUT 5.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0721'AT BENEDICT, 109 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 SN0721'76 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 75 FEET NORTH OF
 SN0721'THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET NORTHWEST OF A FENCE
 SN0721'CORNER, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SN0721'OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0721'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1170 ***********************************************************************
 TF1170  DESIGNATION -  F 232
 TF1170  PID         -  TF1170
 TF1170  STATE/COUNTY-  ND/WARD
 TF1170  USGS QUAD   -  TAGUS (1980)
 TF1170
 TF1170                         *CURRENT SURVEY CONTROL
 TF1170  ___________________________________________________________________
 TF1170* NAD 83(1986)-  48 20 58.     (N)    101 54 24.     (W)     SCALED    
 TF1170* NAVD 88     -       677.390  (meters)    2222.40   (feet)  ADJUSTED  
 TF1170  ___________________________________________________________________
 TF1170  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 TF1170  DYNAMIC HT  -         677.494 (meters)    2222.74  (feet)  COMP
 TF1170  MODELED GRAV-     980,742.6   (mgal)                       NAVD 88
 TF1170
 TF1170  VERT ORDER  -  FIRST     CLASS II
 TF1170
 TF1170.The horizontal coordinates were scaled from a topographic map and have
 TF1170.an estimated accuracy of +/- 6 seconds.
 TF1170
 TF1170.The orthometric height was determined by differential leveling
 TF1170.and adjusted by the National Geodetic Survey in June 1991..
 TF1170.WARNING-Repeat measurements at this control monument indicate possible
 TF1170.vertical movement.
 TF1170
 TF1170.The geoid height was determined by GEOID03.
 TF1170
 TF1170.The dynamic height is computed by dividing the NAVD 88
 TF1170.geopotential number by the normal gravity value computed on the
 TF1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1170.degrees latitude (g = 980.6199 gals.).
 TF1170
 TF1170.The modeled gravity was interpolated from observed gravity values.
 TF1170
 TF1170;                    North         East    Units  Estimated Accuracy
 TF1170;SPC ND N     -   150,990.      495,750.      MT  (+/- 180 meters Scaled)
 TF1170
 TF1170                          SUPERSEDED SURVEY CONTROL
 TF1170
 TF1170  NGVD 29 (??/??/92)  676.929  (m)         2220.89   (f) ADJ UNCH    1 2
 TF1170
 TF1170.Superseded values are not recommended for survey control.
 TF1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1170.See file dsdata.txt to determine how the superseded data were derived.
 TF1170
 TF1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU846592(NAD 83)
 TF1170_MARKER: DB = BENCH MARK DISK
 TF1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1170_STAMPING: F 232 1962
 TF1170_MARK LOGO: CGS   
 TF1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1170+STABILITY: SURFACE MOTION
 TF1170
 TF1170  HISTORY     - Date     Condition        Report By
 TF1170  HISTORY     - 1962     MONUMENTED       CGS
 TF1170  HISTORY     - 1981     GOOD             NGS
 TF1170
 TF1170                          STATION DESCRIPTION
 TF1170
 TF1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1170'1.4 MI E FROM TAGUS.
 TF1170'1.4 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1170'TAGUS, ABOUT 0.1 MILE WEST OF MILEPOST 31, ON THE OUTSIDE OF A LONG
 TF1170'CURVE, 57.9 FEET NORTH OF THE NORTH RAIL, 125.0 FEET NORTHEAST OF THE
 TF1170'NORTHEAST CORNER OF A SIGNAL CONTROL BOX, 27.0 FEET NORTHWEST OF THE
 TF1170'3RD TELEGRAPH POLE WEST OF MILEPOST 31, 1.6 FEET EAST OF A METAL
 TF1170'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 TF1170'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF1170
 TF1170                          STATION RECOVERY (1981)
 TF1170
 TF1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0371 ***********************************************************************
 TF0371  DESIGNATION -  F 233
 TF0371  PID         -  TF0371
 TF0371  STATE/COUNTY-  ND/MCHENRY
 TF0371  USGS QUAD   -  KARLSRUHE (1957)
 TF0371
 TF0371                         *CURRENT SURVEY CONTROL
 TF0371  ___________________________________________________________________
 TF0371* NAD 83(1986)-  48 02 11.     (N)    100 32 22.     (W)     SCALED    
 TF0371* NAVD 88     -       471.030  (meters)    1545.37   (feet)  ADJUSTED  
 TF0371  ___________________________________________________________________
 TF0371  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF0371  DYNAMIC HT  -         471.101 (meters)    1545.60  (feet)  COMP
 TF0371  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TF0371
 TF0371  VERT ORDER  -  SECOND    CLASS 0
 TF0371
 TF0371.The horizontal coordinates were scaled from a topographic map and have
 TF0371.an estimated accuracy of +/- 6 seconds.
 TF0371
 TF0371.The orthometric height was determined by differential leveling
 TF0371.and adjusted by the National Geodetic Survey in June 1991..
 TF0371
 TF0371.The geoid height was determined by GEOID03.
 TF0371
 TF0371.The dynamic height is computed by dividing the NAVD 88
 TF0371.geopotential number by the normal gravity value computed on the
 TF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0371.degrees latitude (g = 980.6199 gals.).
 TF0371
 TF0371.The modeled gravity was interpolated from observed gravity values.
 TF0371
 TF0371;                    North         East    Units  Estimated Accuracy
 TF0371;SPC ND N     -   115,230.      597,060.      MT  (+/- 180 meters Scaled)
 TF0371
 TF0371                          SUPERSEDED SURVEY CONTROL
 TF0371
 TF0371  NGVD 29 (??/??/92)  470.650  (m)         1544.12   (f) ADJ UNCH    2 0
 TF0371
 TF0371.Superseded values are not recommended for survey control.
 TF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0371.See file dsdata.txt to determine how the superseded data were derived.
 TF0371
 TF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU852214(NAD 83)
 TF0371_MARKER: DB = BENCH MARK DISK
 TF0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0371_SP_SET: BRIDGE
 TF0371_STAMPING: F 233 1962
 TF0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0371
 TF0371  HISTORY     - Date     Condition        Report By
 TF0371  HISTORY     - 1962     MONUMENTED       CGS
 TF0371
 TF0371                          STATION DESCRIPTION
 TF0371
 TF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0371'4.1 MI SW FROM RANGELEY.
 TF0371'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0371'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD, 122
 TF0371'FEET EAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, SET IN THE
 TF0371'TOP OF THE WINGWALL AT THE NORTHWEST CORNER OF A 30-FOOT BRIDGE OVER
 TF0371'WINTERING RIVER, 10 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TF0371'EAST, AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1309 ***********************************************************************
 SN1309  DESIGNATION -  F 234 RESET
 SN1309  PID         -  SN1309
 SN1309  STATE/COUNTY-  ND/MCLEAN
 SN1309  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1309
 SN1309                         *CURRENT SURVEY CONTROL
 SN1309  ___________________________________________________________________
 SN1309* NAD 83(1986)-  47 48 18.     (N)    101 30 28.     (W)     SCALED    
 SN1309* NAVD 88     -       623.29   (+/-2cm)    2044.9    (feet)  VERTCON   
 SN1309  ___________________________________________________________________
 SN1309  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 SN1309
 SN1309  VERT ORDER  -  THIRD (See Below)
 SN1309
 SN1309.The horizontal coordinates were scaled from a topographic map and have
 SN1309.an estimated accuracy of +/- 6 seconds.
 SN1309
 SN1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1309.The vertical order pertains to the NGVD 29 superseded value.
 SN1309
 SN1309.The geoid height was determined by GEOID03.
 SN1309
 SN1309;                    North         East    Units  Estimated Accuracy
 SN1309;SPC ND N     -    89,990.      524,520.      MT  (+/- 180 meters Scaled)
 SN1309
 SN1309                          SUPERSEDED SURVEY CONTROL
 SN1309
 SN1309  NGVD 29 (11/04/04)  622.88   (m)         2043.6    (f) RESET       3  
 SN1309
 SN1309.Superseded values are not recommended for survey control.
 SN1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1309.See file dsdata.txt to determine how the superseded data were derived.
 SN1309
 SN1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT122976(NAD 83)
 SN1309_MARKER: DB = BENCH MARK DISK
 SN1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1309_SP_SET: MONUMENT
 SN1309_STAMPING: F 234 RESET 1970
 SN1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1309
 SN1309  HISTORY     - Date     Condition        Report By
 SN1309  HISTORY     - 1970     MONUMENTED       NGS
 SN1309
 SN1309                          STATION DESCRIPTION
 SN1309
 SN1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SN1309'4.0 MI S FROM DOUGLAS.
 SN1309'ABOUT 0.4 MILES SOUTH OF THE RAILROAD STATION IN DOUGLAS ALONG COUNTY
 SN1309'ROAD 13, AT A GRAVELED SIDE ROAD RIGHT AND A GRASSED OVER SECTION LINE
 SN1309'ROAD LEADING EAST, 76 FEET WEST OF COUNTY ROAD 13, 76 FEET NORTH OF
 SN1309'SIDE ROAD RIGHT, 24 FEET EAST OF A POWER POLE, 1.5 FEET SOUTH OF THE
 SN1309'POWER POLE ANCHORS, 1.5 FEET EAST OF METAL WITNESS POST, AND ABOUT 5
 SN1309'FEET LOWER THEN THE COUNTY ROAD, SET IN THE TOP OF A ROUND CONCRETE
 SN1309'MONUMENT WHICH PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0782 ***********************************************************************
 SN0782  DESIGNATION -  F 235
 SN0782  PID         -  SN0782
 SN0782  STATE/COUNTY-  ND/MCLEAN
 SN0782  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0782
 SN0782                         *CURRENT SURVEY CONTROL
 SN0782  ___________________________________________________________________
 SN0782* NAD 83(1986)-  47 43 04.     (N)    101 03 28.     (W)     SCALED    
 SN0782* NAVD 88     -       596.443  (meters)    1956.83   (feet)  ADJUSTED  
 SN0782  ___________________________________________________________________
 SN0782  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SN0782  DYNAMIC HT  -         596.502 (meters)    1957.02  (feet)  COMP
 SN0782  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 SN0782
 SN0782  VERT ORDER  -  SECOND    CLASS 0
 SN0782
 SN0782.The horizontal coordinates were scaled from a topographic map and have
 SN0782.an estimated accuracy of +/- 6 seconds.
 SN0782
 SN0782.The orthometric height was determined by differential leveling
 SN0782.and adjusted by the National Geodetic Survey in June 1991..
 SN0782
 SN0782.The geoid height was determined by GEOID03.
 SN0782
 SN0782.The dynamic height is computed by dividing the NAVD 88
 SN0782.geopotential number by the normal gravity value computed on the
 SN0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0782.degrees latitude (g = 980.6199 gals.).
 SN0782
 SN0782.The modeled gravity was interpolated from observed gravity values.
 SN0782
 SN0782;                    North         East    Units  Estimated Accuracy
 SN0782;SPC ND N     -    79,950.      558,150.      MT  (+/- 180 meters Scaled)
 SN0782
 SN0782                          SUPERSEDED SURVEY CONTROL
 SN0782
 SN0782  NGVD 29 (??/??/92)  596.043  (m)         1955.52   (f) ADJ UNCH    2 0
 SN0782
 SN0782.Superseded values are not recommended for survey control.
 SN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0782.See file dsdata.txt to determine how the superseded data were derived.
 SN0782
 SN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT456869(NAD 83)
 SN0782_MARKER: DB = BENCH MARK DISK
 SN0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0782_STAMPING: F 235 1962
 SN0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0782+STABILITY: SURFACE MOTION
 SN0782
 SN0782  HISTORY     - Date     Condition        Report By
 SN0782  HISTORY     - 1962     MONUMENTED       CGS
 SN0782
 SN0782                          STATION DESCRIPTION
 SN0782
 SN0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0782'8.8 MI SE FROM BENEDICT.
 SN0782'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0782'AT BENEDICT, THENCE 1.0 MILE EAST ALONG A DIRT ROAD, 49 FEET NORTHWEST
 SN0782'OF THE CENTER OF A TRACK ROAD INTERSECTION, 47 FEET NORTH OF THE
 SN0782'CENTERLINE OF THE DIRT ROAD, 14 FEET WEST OF THE CENTERLINE OF THE
 SN0782'TRACK ROAD, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE
 SN0782'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0782'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1366 ***********************************************************************
 SN1366  DESIGNATION -  F 237
 SN1366  PID         -  SN1366
 SN1366  STATE/COUNTY-  ND/MCLEAN
 SN1366  USGS QUAD   -  MAKOTI SW (1956)
 SN1366
 SN1366                         *CURRENT SURVEY CONTROL
 SN1366  ___________________________________________________________________
 SN1366* NAD 83(1986)-  47 49 58.     (N)    101 57 26.     (W)     SCALED    
 SN1366* NAVD 88     -       632.594  (meters)    2075.44   (feet)  ADJUSTED  
 SN1366  ___________________________________________________________________
 SN1366  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SN1366  DYNAMIC HT  -         632.675 (meters)    2075.70  (feet)  COMP
 SN1366  MODELED GRAV-     980,718.9   (mgal)                       NAVD 88
 SN1366
 SN1366  VERT ORDER  -  SECOND    CLASS 0
 SN1366
 SN1366.The horizontal coordinates were scaled from a topographic map and have
 SN1366.an estimated accuracy of +/- 6 seconds.
 SN1366
 SN1366.The orthometric height was determined by differential leveling
 SN1366.and adjusted by the National Geodetic Survey in June 1991..
 SN1366
 SN1366.The geoid height was determined by GEOID03.
 SN1366
 SN1366.The dynamic height is computed by dividing the NAVD 88
 SN1366.geopotential number by the normal gravity value computed on the
 SN1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1366.degrees latitude (g = 980.6199 gals.).
 SN1366
 SN1366.The modeled gravity was interpolated from observed gravity values.
 SN1366
 SN1366;                    North         East    Units  Estimated Accuracy
 SN1366;SPC ND N     -    93,620.      490,920.      MT  (+/- 180 meters Scaled)
 SN1366
 SN1366                          SUPERSEDED SURVEY CONTROL
 SN1366
 SN1366  NGVD 29 (??/??/92)  632.173  (m)         2074.05   (f) ADJ UNCH    2 0
 SN1366
 SN1366.Superseded values are not recommended for survey control.
 SN1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1366.See file dsdata.txt to determine how the superseded data were derived.
 SN1366
 SN1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU787019(NAD 83)
 SN1366_MARKER: DB = BENCH MARK DISK
 SN1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1366_STAMPING: F 237 1962
 SN1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1366+STABILITY: SURFACE MOTION
 SN1366
 SN1366  HISTORY     - Date     Condition        Report By
 SN1366  HISTORY     - 1962     MONUMENTED       CGS
 SN1366
 SN1366                          STATION DESCRIPTION
 SN1366
 SN1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1366'10.0 MI NE FROM RAUB.
 SN1366'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1366'HIGHWAY 37 AT RAUB, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD. AT A
 SN1366'ROAD INTERSECTION, 92 FEET SOUTHWEST OF THE CENTER OF THE
 SN1366'INTERSECTION, 70 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 SN1366'58 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.0 FEET SOUTH
 SN1366'OF A TELEPHONE POLE WITH GUY-WIRE, 1.7 FEET EAST OF A WITNESS POST AND
 SN1366'ABOUT 3.0 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD.  SET IN THE
 SN1366'TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0359 ***********************************************************************
 TG0359  DESIGNATION -  F 238
 TG0359  PID         -  TG0359
 TG0359  STATE/COUNTY-  ND/BURKE
 TG0359  USGS QUAD   -  WESTBY LAKE (1978)
 TG0359
 TG0359                         *CURRENT SURVEY CONTROL
 TG0359  ___________________________________________________________________
 TG0359* NAD 83(1986)-  48 37 06.     (N)    102 19 15.     (W)     SCALED    
 TG0359* NAVD 88     -       705.404  (meters)    2314.31   (feet)  ADJUSTED  
 TG0359  ___________________________________________________________________
 TG0359  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TG0359  DYNAMIC HT  -         705.531 (meters)    2314.73  (feet)  COMP
 TG0359  MODELED GRAV-     980,767.4   (mgal)                       NAVD 88
 TG0359
 TG0359  VERT ORDER  -  SECOND    CLASS 0
 TG0359
 TG0359.The horizontal coordinates were scaled from a topographic map and have
 TG0359.an estimated accuracy of +/- 6 seconds.
 TG0359
 TG0359.The orthometric height was determined by differential leveling
 TG0359.and adjusted by the National Geodetic Survey in June 1991..
 TG0359
 TG0359.The geoid height was determined by GEOID03.
 TG0359
 TG0359.The dynamic height is computed by dividing the NAVD 88
 TG0359.geopotential number by the normal gravity value computed on the
 TG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0359.degrees latitude (g = 980.6199 gals.).
 TG0359
 TG0359.The modeled gravity was interpolated from observed gravity values.
 TG0359
 TG0359;                    North         East    Units  Estimated Accuracy
 TG0359;SPC ND N     -   181,520.      465,770.      MT  (+/- 180 meters Scaled)
 TG0359
 TG0359                          SUPERSEDED SURVEY CONTROL
 TG0359
 TG0359  NGVD 29 (??/??/92)  704.971  (m)         2312.89   (f) ADJ UNCH    2 0
 TG0359
 TG0359.Superseded values are not recommended for survey control.
 TG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0359.See file dsdata.txt to determine how the superseded data were derived.
 TG0359
 TG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP974884(NAD 83)
 TG0359_MARKER: DB = BENCH MARK DISK
 TG0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0359_STAMPING: F 238 1963
 TG0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0359+STABILITY: SURFACE MOTION
 TG0359
 TG0359  HISTORY     - Date     Condition        Report By
 TG0359  HISTORY     - 1963     MONUMENTED       CGS
 TG0359
 TG0359                          STATION DESCRIPTION
 TG0359
 TG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0359'9.4 MI W FROM KENASTON.
 TG0359'ABOUT 9.4 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0359'RAILWAY STATION AT KENASTON, 88.5 FEET SOUTHEAST OF THE CENTER OF THE
 TG0359'INTERSECTION OF A GRADED DIRT ROAD, 79 FEET SOUTH OF THE CENTERLINE OF
 TG0359'THE ROAD LEADING EAST, 49 FEET EAST OF THE CENTERLINE OF THE ROAD
 TG0359'LEADING SOUTH, 2.5 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW
 TG0359'OF POLES, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 12 FEET BELOW
 TG0359'THE LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP OF A CONCRETE
 TG0359'POST PROJECTING 10 INCHES, S 9, R 90 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1285 ***********************************************************************
 SN1285  DESIGNATION -  F 239
 SN1285  PID         -  SN1285
 SN1285  STATE/COUNTY-  ND/WARD
 SN1285  USGS QUAD   -  RYDER (1981)
 SN1285
 SN1285                         *CURRENT SURVEY CONTROL
 SN1285  ___________________________________________________________________
 SN1285* NAD 83(1986)-  47 58 43.     (N)    101 38 53.     (W)     SCALED    
 SN1285* NAVD 88     -       639.600  (meters)    2098.42   (feet)  ADJUSTED  
 SN1285  ___________________________________________________________________
 SN1285  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SN1285  DYNAMIC HT  -         639.686 (meters)    2098.70  (feet)  COMP
 SN1285  MODELED GRAV-     980,725.2   (mgal)                       NAVD 88
 SN1285
 SN1285  VERT ORDER  -  SECOND    CLASS 0
 SN1285
 SN1285.The horizontal coordinates were scaled from a topographic map and have
 SN1285.an estimated accuracy of +/- 6 seconds.
 SN1285
 SN1285.The orthometric height was determined by differential leveling
 SN1285.and adjusted by the National Geodetic Survey in June 1991..
 SN1285
 SN1285.The geoid height was determined by GEOID03.
 SN1285
 SN1285.The dynamic height is computed by dividing the NAVD 88
 SN1285.geopotential number by the normal gravity value computed on the
 SN1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1285.degrees latitude (g = 980.6199 gals.).
 SN1285
 SN1285.The modeled gravity was interpolated from observed gravity values.
 SN1285
 SN1285;                    North         East    Units  Estimated Accuracy
 SN1285;SPC ND N     -   109,440.      514,300.      MT  (+/- 180 meters Scaled)
 SN1285
 SN1285                          SUPERSEDED SURVEY CONTROL
 SN1285
 SN1285  NGVD 29 (??/??/92)  639.191  (m)         2097.08   (f) ADJ UNCH    2 0
 SN1285
 SN1285.Superseded values are not recommended for survey control.
 SN1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1285.See file dsdata.txt to determine how the superseded data were derived.
 SN1285
 SN1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU023173(NAD 83)
 SN1285_MARKER: DB = BENCH MARK DISK
 SN1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1285_STAMPING: F 239 1962
 SN1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1285+STABILITY: SURFACE MOTION
 SN1285
 SN1285  HISTORY     - Date     Condition        Report By
 SN1285  HISTORY     - 1962     MONUMENTED       CGS
 SN1285
 SN1285                          STATION DESCRIPTION
 SN1285
 SN1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1285'5.7 MI NE FROM RYDER.
 SN1285'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1285'CROSSING AT RYDER, THENCE 1.4 MILES EAST ALONG STATE HIGHWAY 23, ABOUT
 SN1285'0.4 MILE EAST OF A GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A
 SN1285'DRIVEWAY LEADING NORTH TO A FIELD, 181 FEET NORTHWEST AND ACROSS THE
 SN1285'DRIVEWAY FROM THE NORTH END OF A 6-FOOT ARCHED CATTLE UNDERPASS, 180
 SN1285'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF THE
 SN1285'CENTER OF A WIRE GATE ACROSS THE DRIVEWAY, 1.5 FEET SOUTH OF A FENCE,
 SN1285'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL
 SN1285'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SN1285'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0640 ***********************************************************************
 TG0640  DESIGNATION -  F 240
 TG0640  PID         -  TG0640
 TG0640  STATE/COUNTY-  ND/MOUNTRAIL
 TG0640  USGS QUAD   -  PALERMO NE (1981)
 TG0640
 TG0640                         *CURRENT SURVEY CONTROL
 TG0640  ___________________________________________________________________
 TG0640* NAD 83(1986)-  48 29 18.     (N)    102 00 59.     (W)     SCALED    
 TG0640* NAVD 88     -       693.170  (meters)    2274.18   (feet)  ADJUSTED  
 TG0640  ___________________________________________________________________
 TG0640  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TG0640  DYNAMIC HT  -         693.288 (meters)    2274.56  (feet)  COMP
 TG0640  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 TG0640
 TG0640  VERT ORDER  -  SECOND    CLASS 0
 TG0640
 TG0640.The horizontal coordinates were scaled from a topographic map and have
 TG0640.an estimated accuracy of +/- 6 seconds.
 TG0640
 TG0640.The orthometric height was determined by differential leveling
 TG0640.and adjusted by the National Geodetic Survey in June 1991..
 TG0640
 TG0640.The geoid height was determined by GEOID03.
 TG0640
 TG0640.The dynamic height is computed by dividing the NAVD 88
 TG0640.geopotential number by the normal gravity value computed on the
 TG0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0640.degrees latitude (g = 980.6199 gals.).
 TG0640
 TG0640.The modeled gravity was interpolated from observed gravity values.
 TG0640
 TG0640;                    North         East    Units  Estimated Accuracy
 TG0640;SPC ND N     -   166,580.      487,920.      MT  (+/- 180 meters Scaled)
 TG0640
 TG0640                          SUPERSEDED SURVEY CONTROL
 TG0640
 TG0640  NGVD 29 (??/??/92)  692.755  (m)         2272.81   (f) ADJ UNCH    2 0
 TG0640
 TG0640.Superseded values are not recommended for survey control.
 TG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0640.See file dsdata.txt to determine how the superseded data were derived.
 TG0640
 TG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204748(NAD 83)
 TG0640_MARKER: DB = BENCH MARK DISK
 TG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0640_STAMPING: F 240 1963
 TG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0640+STABILITY: SURFACE MOTION
 TG0640
 TG0640  HISTORY     - Date     Condition        Report By
 TG0640  HISTORY     - 1963     MONUMENTED       CGS
 TG0640
 TG0640                          STATION DESCRIPTION
 TG0640
 TG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0640'4.3 MI S FROM COULEE.
 TG0640'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0640'RAILWAY STATION AT COULEE, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 TG0640'ROAD, 72 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 TG0640'58 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 43 FEET
 TG0640'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 5 FEET EAST OF A
 TG0640'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.7 FEET WEST OF A METAL
 TG0640'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0640'TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 23, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0430 ***********************************************************************
 TG0430  DESIGNATION -  F 241
 TG0430  PID         -  TG0430
 TG0430  STATE/COUNTY-  ND/MOUNTRAIL
 TG0430  USGS QUAD   -  PALERMO (1981)
 TG0430
 TG0430                         *CURRENT SURVEY CONTROL
 TG0430  ___________________________________________________________________
 TG0430* NAD 83(1986)-  48 20 30.     (N)    102 08 17.     (W)     SCALED    
 TG0430* NAVD 88     -       660.891  (meters)    2168.27   (feet)  ADJUSTED  
 TG0430  ___________________________________________________________________
 TG0430  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TG0430  DYNAMIC HT  -         660.999 (meters)    2168.63  (feet)  COMP
 TG0430  MODELED GRAV-     980,751.9   (mgal)                       NAVD 88
 TG0430
 TG0430  VERT ORDER  -  FIRST     CLASS II
 TG0430
 TG0430.The horizontal coordinates were scaled from a topographic map and have
 TG0430.an estimated accuracy of +/- 6 seconds.
 TG0430
 TG0430.The orthometric height was determined by differential leveling
 TG0430.and adjusted by the National Geodetic Survey in June 1991..
 TG0430
 TG0430.The geoid height was determined by GEOID03.
 TG0430
 TG0430.The dynamic height is computed by dividing the NAVD 88
 TG0430.geopotential number by the normal gravity value computed on the
 TG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0430.degrees latitude (g = 980.6199 gals.).
 TG0430
 TG0430.The modeled gravity was interpolated from observed gravity values.
 TG0430
 TG0430;                    North         East    Units  Estimated Accuracy
 TG0430;SPC ND N     -   150,460.      478,590.      MT  (+/- 180 meters Scaled)
 TG0430
 TG0430                          SUPERSEDED SURVEY CONTROL
 TG0430
 TG0430  NGVD 29 (??/??/92)  660.447  (m)         2166.82   (f) ADJ UNCH    1 2
 TG0430
 TG0430.Superseded values are not recommended for survey control.
 TG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0430.See file dsdata.txt to determine how the superseded data were derived.
 TG0430
 TG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP120582(NAD 83)
 TG0430_MARKER: DB = BENCH MARK DISK
 TG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0430_STAMPING: F 241 1963
 TG0430_MARK LOGO: CGS   
 TG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0430+STABILITY: SURFACE MOTION
 TG0430
 TG0430  HISTORY     - Date     Condition        Report By
 TG0430  HISTORY     - 1963     MONUMENTED       CGS
 TG0430  HISTORY     - 1981     GOOD             NGS
 TG0430
 TG0430                          STATION DESCRIPTION
 TG0430
 TG0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0430'2.8 MI W FROM BLAISDELL.
 TG0430'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0430'RAILWAY STATION AT BLAISDELL, OR 4.3 MILES EAST ALONG U.S. HIGHWAY 2
 TG0430'FROM A WHITE CHURCH AT PALERMO, ABOUT 0.4 MILE NORTH OF THE GREAT
 TG0430'NORTHERN RAILWAY, 113 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 TG0430'INTERSECTION, 87.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 75 FEET
 TG0430'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, 1.4
 TG0430'FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TG0430'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S
 TG0430'9, R 89 W, T 156 N.
 TG0430
 TG0430                          STATION RECOVERY (1981)
 TG0430
 TG0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0497 ***********************************************************************
 TG0497  DESIGNATION -  F 242
 TG0497  PID         -  TG0497
 TG0497  STATE/COUNTY-  ND/MOUNTRAIL
 TG0497  USGS QUAD   -  BELDEN (1981)
 TG0497
 TG0497                         *CURRENT SURVEY CONTROL
 TG0497  ___________________________________________________________________
 TG0497* NAD 83(1986)-  48 13 33.     (N)    102 21 22.     (W)     SCALED    
 TG0497* NAVD 88     -       693.861  (meters)    2276.44   (feet)  ADJUSTED  
 TG0497  ___________________________________________________________________
 TG0497  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0497  DYNAMIC HT  -         693.963 (meters)    2276.78  (feet)  COMP
 TG0497  MODELED GRAV-     980,734.4   (mgal)                       NAVD 88
 TG0497
 TG0497  VERT ORDER  -  SECOND    CLASS 0
 TG0497
 TG0497.The horizontal coordinates were scaled from a topographic map and have
 TG0497.an estimated accuracy of +/- 6 seconds.
 TG0497
 TG0497.The orthometric height was determined by differential leveling
 TG0497.and adjusted by the National Geodetic Survey in June 1991..
 TG0497
 TG0497.The geoid height was determined by GEOID03.
 TG0497
 TG0497.The dynamic height is computed by dividing the NAVD 88
 TG0497.geopotential number by the normal gravity value computed on the
 TG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0497.degrees latitude (g = 980.6199 gals.).
 TG0497
 TG0497.The modeled gravity was interpolated from observed gravity values.
 TG0497
 TG0497;                    North         East    Units  Estimated Accuracy
 TG0497;SPC ND N     -   137,950.      462,110.      MT  (+/- 180 meters Scaled)
 TG0497
 TG0497                          SUPERSEDED SURVEY CONTROL
 TG0497
 TG0497  NGVD 29 (??/??/92)  693.399  (m)         2274.93   (f) ADJ UNCH    2 0
 TG0497
 TG0497.Superseded values are not recommended for survey control.
 TG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0497.See file dsdata.txt to determine how the superseded data were derived.
 TG0497
 TG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP963447(NAD 83)
 TG0497_MARKER: DB = BENCH MARK DISK
 TG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0497_STAMPING: F 242 1963
 TG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0497+STABILITY: SURFACE MOTION
 TG0497
 TG0497  HISTORY     - Date     Condition        Report By
 TG0497  HISTORY     - 1963     MONUMENTED       CGS
 TG0497
 TG0497                          STATION DESCRIPTION
 TG0497
 TG0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0497'5.0 MI N FROM BELDEN.
 TG0497'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0497'BELDEN, ABOUT 0.75 MILE NORTHWEST OF KNIFE RIVER AMERICAN LUTHERN
 TG0497'CHURCH, ON THE OUTSIDE AND NEAR THE WEST END OF A LONG CURVE IN THE
 TG0497'HIGHWAY, 245 FEET EAST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 TG0497'ROAD LEADING EAST, 95 FEET NORTHEAST ACROSS THE ROAD FROM THE
 TG0497'CENTERLINE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTERLINE OF THE
 TG0497'ROAD, 48 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 1.4
 TG0497'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TG0497'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 22,
 TG0497'R 91 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1269 ***********************************************************************
 TF1269  DESIGNATION -  F 243
 TF1269  PID         -  TF1269
 TF1269  STATE/COUNTY-  ND/MOUNTRAIL
 TF1269  USGS QUAD   -  PLAZA (1980)
 TF1269
 TF1269                         *CURRENT SURVEY CONTROL
 TF1269  ___________________________________________________________________
 TF1269* NAD 83(1986)-  48 04 00.     (N)    101 57 55.     (W)     SCALED    
 TF1269* NAVD 88     -       632.533  (meters)    2075.24   (feet)  ADJUSTED  
 TF1269  ___________________________________________________________________
 TF1269  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TF1269  DYNAMIC HT  -         632.626 (meters)    2075.54  (feet)  COMP
 TF1269  MODELED GRAV-     980,736.4   (mgal)                       NAVD 88
 TF1269
 TF1269  VERT ORDER  -  SECOND    CLASS 0
 TF1269
 TF1269.The horizontal coordinates were scaled from a topographic map and have
 TF1269.an estimated accuracy of +/- 6 seconds.
 TF1269
 TF1269.The orthometric height was determined by differential leveling
 TF1269.and adjusted by the National Geodetic Survey in June 1991..
 TF1269
 TF1269.The geoid height was determined by GEOID03.
 TF1269
 TF1269.The dynamic height is computed by dividing the NAVD 88
 TF1269.geopotential number by the normal gravity value computed on the
 TF1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1269.degrees latitude (g = 980.6199 gals.).
 TF1269
 TF1269.The modeled gravity was interpolated from observed gravity values.
 TF1269
 TF1269;                    North         East    Units  Estimated Accuracy
 TF1269;SPC ND N     -   119,630.      490,810.      MT  (+/- 180 meters Scaled)
 TF1269
 TF1269                          SUPERSEDED SURVEY CONTROL
 TF1269
 TF1269  NGVD 29 (??/??/92)  632.106  (m)         2073.83   (f) ADJ UNCH    2 0
 TF1269
 TF1269.Superseded values are not recommended for survey control.
 TF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1269.See file dsdata.txt to determine how the superseded data were derived.
 TF1269
 TF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU790279(NAD 83)
 TF1269_MARKER: DB = BENCH MARK DISK
 TF1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1269_STAMPING: F 243 1963
 TF1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1269+STABILITY: SURFACE MOTION
 TF1269
 TF1269  HISTORY     - Date     Condition        Report By
 TF1269  HISTORY     - 1963     MONUMENTED       CGS
 TF1269  HISTORY     - 1976     MARK NOT FOUND   USGS
 TF1269
 TF1269                          STATION DESCRIPTION
 TF1269
 TF1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1269'3.5 MI N FROM PLAZA.
 TF1269'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1269'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1269'3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 73 FEET SOUTHWEST OF THE
 TF1269'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 54 FEET WEST OF THE
 TF1269'CENTERLINE OF THE NORTH-SOUTH ROAD, 43 FEET SOUTH OF THE CENTERLINE OF
 TF1269'THE EAST-WEST ROAD, 3.0 FEET SOUTH OF A POWER POLE, 1.8 FEET NORTH OF
 TF1269'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 TF1269'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 22,
 TF1269'R 88 W, T 153 N.
 TF1269
 TF1269                          STATION RECOVERY (1976)
 TF1269
 TF1269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TF1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0703 ***********************************************************************
 TG0703  DESIGNATION -  F 244
 TG0703  PID         -  TG0703
 TG0703  STATE/COUNTY-  ND/MOUNTRAIL
 TG0703  USGS QUAD   -  EPWORTH (1981)
 TG0703
 TG0703                         *CURRENT SURVEY CONTROL
 TG0703  ___________________________________________________________________
 TG0703* NAD 83(1986)-  48 01 23.     (N)    102 09 33.     (W)     SCALED    
 TG0703* NAVD 88     -       601.488  (meters)    1973.38   (feet)  ADJUSTED  
 TG0703  ___________________________________________________________________
 TG0703  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0703  DYNAMIC HT  -         601.579 (meters)    1973.68  (feet)  COMP
 TG0703  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TG0703
 TG0703  VERT ORDER  -  SECOND    CLASS 0
 TG0703
 TG0703.The horizontal coordinates were scaled from a topographic map and have
 TG0703.an estimated accuracy of +/- 6 seconds.
 TG0703
 TG0703.The orthometric height was determined by differential leveling
 TG0703.and adjusted by the National Geodetic Survey in June 1991..
 TG0703
 TG0703.The geoid height was determined by GEOID03.
 TG0703
 TG0703.The dynamic height is computed by dividing the NAVD 88
 TG0703.geopotential number by the normal gravity value computed on the
 TG0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0703.degrees latitude (g = 980.6199 gals.).
 TG0703
 TG0703.The modeled gravity was interpolated from observed gravity values.
 TG0703
 TG0703;                    North         East    Units  Estimated Accuracy
 TG0703;SPC ND N     -   115,080.      476,260.      MT  (+/- 180 meters Scaled)
 TG0703
 TG0703                          SUPERSEDED SURVEY CONTROL
 TG0703
 TG0703  NGVD 29 (??/??/92)  601.063  (m)         1971.99   (f) ADJ UNCH    2 0
 TG0703
 TG0703.Superseded values are not recommended for survey control.
 TG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0703.See file dsdata.txt to determine how the superseded data were derived.
 TG0703
 TG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP118227(NAD 83)
 TG0703_MARKER: DB = BENCH MARK DISK
 TG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0703_STAMPING: F 244 1963
 TG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0703+STABILITY: SURFACE MOTION
 TG0703
 TG0703  HISTORY     - Date     Condition        Report By
 TG0703  HISTORY     - 1963     MONUMENTED       CGS
 TG0703
 TG0703                          STATION DESCRIPTION
 TG0703
 TG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0703'6.6 MI NW FROM PARSHALL.
 TG0703'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0703'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0703'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0703'A GRAVELED COUNTY ROAD, 80.0 FEET NORTHEAST OF THE CENTER OF THE
 TG0703'JUNCTION OF A ROAD LEADING NORTH, 44.0 FEET NORTH OF THE CENTERLINE OF
 TG0703'THE ROAD, 69.0 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH,
 TG0703'3.3 FEET SOUTH OF A POWER POLE BRACED BY 4 GUY WIRES, 1.6 FEET EAST OF
 TG0703'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 TG0703'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 32, R 89 W, T
 TG0703'153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0658 ***********************************************************************
 TG0658  DESIGNATION -  F 245
 TG0658  PID         -  TG0658
 TG0658  STATE/COUNTY-  ND/MOUNTRAIL
 TG0658  USGS QUAD   -  PALERMO (1981)
 TG0658
 TG0658                         *CURRENT SURVEY CONTROL
 TG0658  ___________________________________________________________________
 TG0658* NAD 83(1986)-  48 17 53.     (N)    102 13 29.     (W)     SCALED    
 TG0658* NAVD 88     -       654.668  (meters)    2147.86   (feet)  ADJUSTED  
 TG0658  ___________________________________________________________________
 TG0658  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 TG0658  DYNAMIC HT  -         654.770 (meters)    2148.19  (feet)  COMP
 TG0658  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 TG0658
 TG0658  VERT ORDER  -  SECOND    CLASS 0
 TG0658
 TG0658.The horizontal coordinates were scaled from a topographic map and have
 TG0658.an estimated accuracy of +/- 6 seconds.
 TG0658
 TG0658.The orthometric height was determined by differential leveling
 TG0658.and adjusted by the National Geodetic Survey in June 1991..
 TG0658
 TG0658.The geoid height was determined by GEOID03.
 TG0658
 TG0658.The dynamic height is computed by dividing the NAVD 88
 TG0658.geopotential number by the normal gravity value computed on the
 TG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0658.degrees latitude (g = 980.6199 gals.).
 TG0658
 TG0658.The modeled gravity was interpolated from observed gravity values.
 TG0658
 TG0658;                    North         East    Units  Estimated Accuracy
 TG0658;SPC ND N     -   145,750.      472,050.      MT  (+/- 180 meters Scaled)
 TG0658
 TG0658                          SUPERSEDED SURVEY CONTROL
 TG0658
 TG0658  NGVD 29 (??/??/92)  654.218  (m)         2146.38   (f) ADJ UNCH    2 0
 TG0658
 TG0658.Superseded values are not recommended for survey control.
 TG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0658.See file dsdata.txt to determine how the superseded data were derived.
 TG0658
 TG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058531(NAD 83)
 TG0658_MARKER: DB = BENCH MARK DISK
 TG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0658_STAMPING: F 245 1963
 TG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0658+STABILITY: SURFACE MOTION
 TG0658
 TG0658  HISTORY     - Date     Condition        Report By
 TG0658  HISTORY     - 1963     MONUMENTED       CGS
 TG0658  HISTORY     - 1981     MARK NOT FOUND   CGS
 TG0658
 TG0658                          STATION DESCRIPTION
 TG0658
 TG0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0658'2.9 MI S FROM PALERMO.
 TG0658'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0658'AT PALERMO, THENCE 2.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 52.5
 TG0658'FEET WEST OF THE CENTERLINE OF THE ROAD, 11.5 FEET SOUTHEAST OF A
 TG0658'FENCE CORNER, 3.5 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A
 TG0658'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 TG0658'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 34, R 90 W, T 156
 TG0658'N.
 TG0658
 TG0658                          STATION RECOVERY (1981)
 TG0658
 TG0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 TG0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1290 ***********************************************************************
 TF1290  DESIGNATION -  F 246
 TF1290  PID         -  TF1290
 TF1290  STATE/COUNTY-  ND/WARD
 TF1290  USGS QUAD   -  PLAZA SE (1980)
 TF1290
 TF1290                         *CURRENT SURVEY CONTROL
 TF1290  ___________________________________________________________________
 TF1290* NAD 83(1986)-  48 05 45.     (N)    101 47 32.     (W)     SCALED    
 TF1290* NAVD 88     -       636.426  (meters)    2088.01   (feet)  ADJUSTED  
 TF1290  ___________________________________________________________________
 TF1290  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 TF1290  DYNAMIC HT  -         636.518 (meters)    2088.31  (feet)  COMP
 TF1290  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 TF1290
 TF1290  VERT ORDER  -  SECOND    CLASS 0
 TF1290
 TF1290.The horizontal coordinates were scaled from a topographic map and have
 TF1290.an estimated accuracy of +/- 6 seconds.
 TF1290
 TF1290.The orthometric height was determined by differential leveling
 TF1290.and adjusted by the National Geodetic Survey in June 1991..
 TF1290
 TF1290.The geoid height was determined by GEOID03.
 TF1290
 TF1290.The dynamic height is computed by dividing the NAVD 88
 TF1290.geopotential number by the normal gravity value computed on the
 TF1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1290.degrees latitude (g = 980.6199 gals.).
 TF1290
 TF1290.The modeled gravity was interpolated from observed gravity values.
 TF1290
 TF1290;                    North         East    Units  Estimated Accuracy
 TF1290;SPC ND N     -   122,640.      503,760.      MT  (+/- 180 meters Scaled)
 TF1290
 TF1290                          SUPERSEDED SURVEY CONTROL
 TF1290
 TF1290  NGVD 29 (??/??/92)  636.002  (m)         2086.62   (f) ADJ UNCH    2 0
 TF1290
 TF1290.Superseded values are not recommended for survey control.
 TF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1290.See file dsdata.txt to determine how the superseded data were derived.
 TF1290
 TF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU921307(NAD 83)
 TF1290_MARKER: DB = BENCH MARK DISK
 TF1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1290_STAMPING: F 246 1963
 TF1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1290+STABILITY: SURFACE MOTION
 TF1290
 TF1290  HISTORY     - Date     Condition        Report By
 TF1290  HISTORY     - 1963     MONUMENTED       CGS
 TF1290
 TF1290                          STATION DESCRIPTION
 TF1290
 TF1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1290'10.0 MI N FROM MAKOTI.
 TF1290'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1290'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1290'THENCE 5.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 106.0 FEET
 TF1290'NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 77.0
 TF1290'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 59.0 FEET NORTH
 TF1290'OF THE CENTERLINE OF THE EAST-WEST ROAD, 4.5 FEET WEST OF A POWER POLE
 TF1290'BRACED BY 4 GUY WIRES, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TF1290'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1290'PROJECTING 0.6 FOOT, S 6, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0274 ***********************************************************************
 SO0274  DESIGNATION -  F 247
 SO0274  PID         -  SO0274
 SO0274  STATE/COUNTY-  ND/MCLEAN
 SO0274  USGS QUAD   -  PARSHALL SE (1967)
 SO0274
 SO0274                         *CURRENT SURVEY CONTROL
 SO0274  ___________________________________________________________________
 SO0274* NAD 83(1986)-  47 49 59.     (N)    102 03 53.     (W)     SCALED    
 SO0274* NAVD 88     -       640.243  (meters)    2100.53   (feet)  ADJUSTED  
 SO0274  ___________________________________________________________________
 SO0274  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0274  DYNAMIC HT  -         640.326 (meters)    2100.80  (feet)  COMP
 SO0274  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 SO0274
 SO0274  VERT ORDER  -  SECOND    CLASS 0
 SO0274
 SO0274.The horizontal coordinates were scaled from a topographic map and have
 SO0274.an estimated accuracy of +/- 6 seconds.
 SO0274
 SO0274.The orthometric height was determined by differential leveling
 SO0274.and adjusted by the National Geodetic Survey in June 1991..
 SO0274
 SO0274.The geoid height was determined by GEOID03.
 SO0274
 SO0274.The dynamic height is computed by dividing the NAVD 88
 SO0274.geopotential number by the normal gravity value computed on the
 SO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0274.degrees latitude (g = 980.6199 gals.).
 SO0274
 SO0274.The modeled gravity was interpolated from observed gravity values.
 SO0274
 SO0274;                    North         East    Units  Estimated Accuracy
 SO0274;SPC ND N     -    93,810.      482,870.      MT  (+/- 180 meters Scaled)
 SO0274
 SO0274                          SUPERSEDED SURVEY CONTROL
 SO0274
 SO0274  NGVD 29 (??/??/92)  639.818  (m)         2099.14   (f) ADJ UNCH    2 0
 SO0274
 SO0274.Superseded values are not recommended for survey control.
 SO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0274.See file dsdata.txt to determine how the superseded data were derived.
 SO0274
 SO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP196019(NAD 83)
 SO0274_MARKER: DB = BENCH MARK DISK
 SO0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0274_STAMPING: F 247 1963
 SO0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0274+STABILITY: SURFACE MOTION
 SO0274
 SO0274  HISTORY     - Date     Condition        Report By
 SO0274  HISTORY     - 1963     MONUMENTED       CGS
 SO0274
 SO0274                          STATION DESCRIPTION
 SO0274
 SO0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0274'7.0 MI NW FROM RAUB.
 SO0274'ABOUT 6.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0274'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 1.0 MILE WEST ALONG A
 SO0274'GRAVELED COUNTY ROAD, 70.0 FEET NORTHWEST OF THE CENTER OF THE
 SO0274'T-JUNCTION OF A ROAD LEADING SOUTH, 63.5 FEET NORTH OF THE CENTERLINE
 SO0274'OF THE EAST-WEST ROAD, 35.0 FEET WEST OF THE EXTENDED CENTERLINE OF
 SO0274'THE ROAD LEADING SOUTH, 2.0 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 SO0274'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE EAST-WEST
 SO0274'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 4,
 SO0274'R 89 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1206 ***********************************************************************
 SN1206  DESIGNATION -  F 248
 SN1206  PID         -  SN1206
 SN1206  STATE/COUNTY-  ND/MCLEAN
 SN1206  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1206
 SN1206                         *CURRENT SURVEY CONTROL
 SN1206  ___________________________________________________________________
 SN1206* NAD 83(1986)-  47 39 38.     (N)    101 48 07.     (W)     SCALED    
 SN1206* NAVD 88     -       599.935  (meters)    1968.29   (feet)  ADJUSTED  
 SN1206  ___________________________________________________________________
 SN1206  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 SN1206  DYNAMIC HT  -         599.995 (meters)    1968.48  (feet)  COMP
 SN1206  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SN1206
 SN1206  VERT ORDER  -  SECOND    CLASS 0
 SN1206
 SN1206.The horizontal coordinates were scaled from a topographic map and have
 SN1206.an estimated accuracy of +/- 6 seconds.
 SN1206
 SN1206.The orthometric height was determined by differential leveling
 SN1206.and adjusted by the National Geodetic Survey in June 1991..
 SN1206
 SN1206.The geoid height was determined by GEOID03.
 SN1206
 SN1206.The dynamic height is computed by dividing the NAVD 88
 SN1206.geopotential number by the normal gravity value computed on the
 SN1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1206.degrees latitude (g = 980.6199 gals.).
 SN1206
 SN1206.The modeled gravity was interpolated from observed gravity values.
 SN1206
 SN1206;                    North         East    Units  Estimated Accuracy
 SN1206;SPC ND N     -    74,270.      502,220.      MT  (+/- 180 meters Scaled)
 SN1206
 SN1206                          SUPERSEDED SURVEY CONTROL
 SN1206
 SN1206  NGVD 29 (??/??/92)  599.515  (m)         1966.91   (f) ADJ UNCH    2 0
 SN1206
 SN1206.Superseded values are not recommended for survey control.
 SN1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1206.See file dsdata.txt to determine how the superseded data were derived.
 SN1206
 SN1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT896823(NAD 83)
 SN1206_MARKER: DB = BENCH MARK DISK
 SN1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1206_STAMPING: F 248 1963
 SN1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1206+STABILITY: SURFACE MOTION
 SN1206
 SN1206  HISTORY     - Date     Condition        Report By
 SN1206  HISTORY     - 1963     MONUMENTED       CGS
 SN1206
 SN1206                          STATION DESCRIPTION
 SN1206
 SN1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1206'7.35 MI SE FROM ROSEGLEN.
 SN1206'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1206'MAIN STREET AT ROSEGLEN, THENCE 6.0 MILES SOUTH ALONG A GRAVELED
 SN1206'COUNTY ROAD, 78 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 SN1206'EAST-WEST ROAD, 57 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 SN1206'52 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 3.4 FEET NORTH
 SN1206'OF TELEPHONE POLE NO. 3U-19, 1.5 FEET EAST OF A METAL WITNESS POST,
 SN1206'ABOUT 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 SN1206'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 7, R 87 W, T 148 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0817 ***********************************************************************
 SN0817  DESIGNATION -  F 249
 SN0817  PID         -  SN0817
 SN0817  STATE/COUNTY-  ND/MCLEAN
 SN0817  USGS QUAD   -  WASHBURN NE (1980)
 SN0817
 SN0817                         *CURRENT SURVEY CONTROL
 SN0817  ___________________________________________________________________
 SN0817* NAD 83(1986)-  47 27 29.     (N)    101 07 18.     (W)     SCALED    
 SN0817* NAVD 88     -       616.872  (meters)    2023.85   (feet)  ADJUSTED  
 SN0817  ___________________________________________________________________
 SN0817  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 SN0817  DYNAMIC HT  -         616.917 (meters)    2024.00  (feet)  COMP
 SN0817  MODELED GRAV-     980,664.9   (mgal)                       NAVD 88
 SN0817
 SN0817  VERT ORDER  -  FIRST     CLASS II
 SN0817
 SN0817.The horizontal coordinates were scaled from a topographic map and have
 SN0817.an estimated accuracy of +/- 6 seconds.
 SN0817
 SN0817.The orthometric height was determined by differential leveling
 SN0817.and adjusted by the National Geodetic Survey in June 1991..
 SN0817
 SN0817.The geoid height was determined by GEOID03.
 SN0817
 SN0817.The dynamic height is computed by dividing the NAVD 88
 SN0817.geopotential number by the normal gravity value computed on the
 SN0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0817.degrees latitude (g = 980.6199 gals.).
 SN0817
 SN0817.The modeled gravity was interpolated from observed gravity values.
 SN0817
 SN0817;                    North         East    Units  Estimated Accuracy
 SN0817;SPC ND N     -    51,120.      553,130.      MT  (+/- 180 meters Scaled)
 SN0817
 SN0817                          SUPERSEDED SURVEY CONTROL
 SN0817
 SN0817.No superseded survey control is available for this station.
 SN0817
 SN0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT400582(NAD 83)
 SN0817_MARKER: DB = BENCH MARK DISK
 SN0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0817_STAMPING: F 249 1963
 SN0817_MARK LOGO: CGS   
 SN0817_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0817+STABILITY: SURFACE MOTION
 SN0817
 SN0817  HISTORY     - Date     Condition        Report By
 SN0817  HISTORY     - 1963     MONUMENTED       CGS
 SN0817  HISTORY     - 1982     GOOD             NGS
 SN0817
 SN0817                          STATION DESCRIPTION
 SN0817
 SN0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0817'0.8 MI E FROM UNDERWOOD.
 SN0817'0.8 MILE EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION AT
 SN0817'UNDERWOOD, 106 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 SN0817'NORTH-SOUTH ROAD, 98 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 50
 SN0817'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 14 FEET WEST OF A
 SN0817'FENCE CORNER, 14.5 FEET NORTHWEST ACROSS A FENCE FROM A POWER POLE,
 SN0817'2.0 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST,
 SN0817'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0817'CONCRETE POST PROJECTING 0.6 FOOT.
 SN0817
 SN0817                          STATION RECOVERY (1982)
 SN0817
 SN0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0817'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0817'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 200 FROM ITS JUNCTION WITH U.
 SN0817'S. HIGHWAY 83 IN UNDERWOOD, 29.9 METERS (98.1 FT) SOUTH OF THE
 SN0817'CENTERLINE OF THE HIGHWAY, 15.3 METERS (50.2 FT) WEST OF THE CENTER OF
 SN0817'COUNTY ROAD 23 AND 4.4 METERS (14.4 FT) NORTHWEST OF UTILITY POLE
 SN0817'NUMBER 45.
 SN0817'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SN0817'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1253 ***********************************************************************
 TF1253  DESIGNATION -  F 250
 TF1253  PID         -  TF1253
 TF1253  STATE/COUNTY-  ND/MOUNTRAIL
 TF1253  USGS QUAD   -  PLAZA NW (1981)
 TF1253
 TF1253                         *CURRENT SURVEY CONTROL
 TF1253  ___________________________________________________________________
 TF1253* NAD 83(1986)-  48 12 41.     (N)    101 57 54.     (W)     SCALED    
 TF1253* NAVD 88     -       629.244  (meters)    2064.44   (feet)  ADJUSTED  
 TF1253  ___________________________________________________________________
 TF1253  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TF1253  DYNAMIC HT  -         629.339 (meters)    2064.76  (feet)  COMP
 TF1253  MODELED GRAV-     980,741.1   (mgal)                       NAVD 88
 TF1253
 TF1253  VERT ORDER  -  SECOND    CLASS 0
 TF1253
 TF1253.The horizontal coordinates were scaled from a topographic map and have
 TF1253.an estimated accuracy of +/- 6 seconds.
 TF1253
 TF1253.The orthometric height was determined by differential leveling
 TF1253.and adjusted by the National Geodetic Survey in June 1991..
 TF1253
 TF1253.The geoid height was determined by GEOID03.
 TF1253
 TF1253.The dynamic height is computed by dividing the NAVD 88
 TF1253.geopotential number by the normal gravity value computed on the
 TF1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1253.degrees latitude (g = 980.6199 gals.).
 TF1253
 TF1253.The modeled gravity was interpolated from observed gravity values.
 TF1253
 TF1253;                    North         East    Units  Estimated Accuracy
 TF1253;SPC ND N     -   135,720.      491,140.      MT  (+/- 180 meters Scaled)
 TF1253
 TF1253                          SUPERSEDED SURVEY CONTROL
 TF1253
 TF1253  NGVD 29 (??/??/92)  628.807  (m)         2063.01   (f) ADJ UNCH    2 0
 TF1253
 TF1253.Superseded values are not recommended for survey control.
 TF1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1253.See file dsdata.txt to determine how the superseded data were derived.
 TF1253
 TF1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU797440(NAD 83)
 TF1253_MARKER: DB = BENCH MARK DISK
 TF1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1253_STAMPING: F 250 1963
 TF1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1253+STABILITY: SURFACE MOTION
 TF1253
 TF1253  HISTORY     - Date     Condition        Report By
 TF1253  HISTORY     - 1963     MONUMENTED       CGS
 TF1253
 TF1253                          STATION DESCRIPTION
 TF1253
 TF1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1253'10.2 MI S FROM TAGUS.
 TF1253'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1253'TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 9.7 MILES
 TF1253'SOUTH ALONG A GRAVELED COUNTY ROAD, 60 FEET NORTHEAST OF THE CENTER OF
 TF1253'THE T-JUNCTION OF A ROAD LEADING WEST, 45 FEET EAST OF THE CENTERLINE
 TF1253'OF THE NORTH-SOUTH ROAD, 27 FEET NORTH OF THE EXTENDED CENTERLINE OF
 TF1253'THE ROAD LEADING WEST, 4.5 FEET SOUTH OF A POWER POLE, 1.5 FEET WEST
 TF1253'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND
 TF1253'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 26, R 88 W, T
 TF1253'155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0564 ***********************************************************************
 TG0564  DESIGNATION -  F 251
 TG0564  PID         -  TG0564
 TG0564  STATE/COUNTY-  ND/MOUNTRAIL
 TG0564  USGS QUAD   -  LOSTWOOD (1981)
 TG0564
 TG0564                         *CURRENT SURVEY CONTROL
 TG0564  ___________________________________________________________________
 TG0564* NAD 83(1986)-  48 25 48.     (N)    102 24 26.     (W)     SCALED    
 TG0564* NAVD 88     -       709.720  (meters)    2328.47   (feet)  ADJUSTED  
 TG0564  ___________________________________________________________________
 TG0564  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 TG0564  DYNAMIC HT  -         709.838 (meters)    2328.86  (feet)  COMP
 TG0564  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 TG0564
 TG0564  VERT ORDER  -  SECOND    CLASS 0
 TG0564
 TG0564.The horizontal coordinates were scaled from a topographic map and have
 TG0564.an estimated accuracy of +/- 6 seconds.
 TG0564
 TG0564.The orthometric height was determined by differential leveling
 TG0564.and adjusted by the National Geodetic Survey in June 1991..
 TG0564
 TG0564.The geoid height was determined by GEOID03.
 TG0564
 TG0564.The dynamic height is computed by dividing the NAVD 88
 TG0564.geopotential number by the normal gravity value computed on the
 TG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0564.degrees latitude (g = 980.6199 gals.).
 TG0564
 TG0564.The modeled gravity was interpolated from observed gravity values.
 TG0564
 TG0564;                    North         East    Units  Estimated Accuracy
 TG0564;SPC ND N     -   160,740.      458,880.      MT  (+/- 180 meters Scaled)
 TG0564
 TG0564                          SUPERSEDED SURVEY CONTROL
 TG0564
 TG0564  NGVD 29 (??/??/92)  709.272  (m)         2327.00   (f) ADJ UNCH    2 0
 TG0564
 TG0564.Superseded values are not recommended for survey control.
 TG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0564.See file dsdata.txt to determine how the superseded data were derived.
 TG0564
 TG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP917673(NAD 83)
 TG0564_MARKER: DB = BENCH MARK DISK
 TG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0564_STAMPING: F 251 1963
 TG0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0564+STABILITY: SURFACE MOTION
 TG0564
 TG0564  HISTORY     - Date     Condition        Report By
 TG0564  HISTORY     - 1963     MONUMENTED       CGS
 TG0564
 TG0564                          STATION DESCRIPTION
 TG0564
 TG0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0564'7.8 MI N FROM STANLEY.
 TG0564'ABOUT 7.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0564'STANLEY, 92 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A
 TG0564'GRAVELED ROAD LEADING EAST, 133 FEET SOUTH ACROSS THE ROAD FROM THE
 TG0564'SOUTHWEST CORNER OF A SMALL SCHOOL, 80  FEET EAST OF THE CENTERLINE OF
 TG0564'THE HIGHWAY, 46 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 4
 TG0564'FEET EAST OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A
 TG0564'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TG0564'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 14, R 91 W, T
 TG0564'157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1128 ***********************************************************************
 TG1128  DESIGNATION -  F 252
 TG1128  PID         -  TG1128
 TG1128  STATE/COUNTY-  ND/WILLIAMS
 TG1128  USGS QUAD   -  TEMPLE (1978)
 TG1128
 TG1128                         *CURRENT SURVEY CONTROL
 TG1128  ___________________________________________________________________
 TG1128* NAD 83(1986)-  48 23 40.     (N)    103 00 57.     (W)     SCALED    
 TG1128* NAVD 88     -       703.340  (meters)    2307.54   (feet)  ADJUSTED  
 TG1128  ___________________________________________________________________
 TG1128  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG1128  DYNAMIC HT  -         703.433 (meters)    2307.85  (feet)  COMP
 TG1128  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 TG1128
 TG1128  VERT ORDER  -  FIRST     CLASS II
 TG1128
 TG1128.The horizontal coordinates were scaled from a topographic map and have
 TG1128.an estimated accuracy of +/- 6 seconds.
 TG1128
 TG1128.The orthometric height was determined by differential leveling
 TG1128.and adjusted by the National Geodetic Survey in June 1991..
 TG1128
 TG1128.The geoid height was determined by GEOID03.
 TG1128
 TG1128.The dynamic height is computed by dividing the NAVD 88
 TG1128.geopotential number by the normal gravity value computed on the
 TG1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1128.degrees latitude (g = 980.6199 gals.).
 TG1128
 TG1128.The modeled gravity was interpolated from observed gravity values.
 TG1128
 TG1128;                    North         East    Units  Estimated Accuracy
 TG1128;SPC ND N     -   158,080.      413,730.      MT  (+/- 180 meters Scaled)
 TG1128
 TG1128                          SUPERSEDED SURVEY CONTROL
 TG1128
 TG1128  NGVD 29 (??/??/92)  702.838  (m)         2305.89   (f) ADJ UNCH    1 2
 TG1128
 TG1128.Superseded values are not recommended for survey control.
 TG1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1128.See file dsdata.txt to determine how the superseded data were derived.
 TG1128
 TG1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP468620(NAD 83)
 TG1128_MARKER: DB = BENCH MARK DISK
 TG1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1128_STAMPING: F 252 1963
 TG1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1128+STABILITY: SURFACE MOTION
 TG1128
 TG1128  HISTORY     - Date     Condition        Report By
 TG1128  HISTORY     - 1963     MONUMENTED       CGS
 TG1128
 TG1128                          STATION DESCRIPTION
 TG1128
 TG1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG1128'3.8 MI W FROM TIOGA.
 TG1128'ABOUT 3.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1128'AT TIOGA, ABOUT 0.4 MILE EAST OF MILEPOST 86, 141.5 FEET NORTHEAST OF
 TG1128'THE CENTER OF A PUBLIC DIRT ROAD CROSSING, 90.2 FEET NORTH OF THE
 TG1128'NORTH RAIL, 86.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 7.0 FEET
 TG1128'SOUTH OF A FENCE, 2.5 FEET WEST OF A TELEGRAPH POLE, IN LINE WITH A
 TG1128'ROW OF POLES, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG1128'THE ROAD, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 TG1128'TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 30, R 95 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1308 ***********************************************************************
 TF1308  DESIGNATION -  F 253
 TF1308  PID         -  TF1308
 TF1308  STATE/COUNTY-  ND/WARD
 TF1308  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1308
 TF1308                         *CURRENT SURVEY CONTROL
 TF1308  ___________________________________________________________________
 TF1308* NAD 83(1986)-  48 02 15.     (N)    101 40 57.     (W)     SCALED    
 TF1308* NAVD 88     -       631.680  (meters)    2072.44   (feet)  ADJUSTED  
 TF1308  ___________________________________________________________________
 TF1308  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 TF1308  DYNAMIC HT  -         631.766 (meters)    2072.72  (feet)  COMP
 TF1308  MODELED GRAV-     980,727.0   (mgal)                       NAVD 88
 TF1308
 TF1308  VERT ORDER  -  SECOND    CLASS 0
 TF1308
 TF1308.The horizontal coordinates were scaled from a topographic map and have
 TF1308.an estimated accuracy of +/- 6 seconds.
 TF1308
 TF1308.The orthometric height was determined by differential leveling
 TF1308.and adjusted by the National Geodetic Survey in June 1991..
 TF1308
 TF1308.The geoid height was determined by GEOID03.
 TF1308
 TF1308.The dynamic height is computed by dividing the NAVD 88
 TF1308.geopotential number by the normal gravity value computed on the
 TF1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1308.degrees latitude (g = 980.6199 gals.).
 TF1308
 TF1308.The modeled gravity was interpolated from observed gravity values.
 TF1308
 TF1308;                    North         East    Units  Estimated Accuracy
 TF1308;SPC ND N     -   116,030.      511,830.      MT  (+/- 180 meters Scaled)
 TF1308
 TF1308                          SUPERSEDED SURVEY CONTROL
 TF1308
 TF1308  NGVD 29 (??/??/92)  631.264  (m)         2071.07   (f) ADJ UNCH    2 0
 TF1308
 TF1308.Superseded values are not recommended for survey control.
 TF1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1308.See file dsdata.txt to determine how the superseded data were derived.
 TF1308
 TF1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU000239(NAD 83)
 TF1308_MARKER: DB = BENCH MARK DISK
 TF1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1308_STAMPING: F 253 1963
 TF1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1308+STABILITY: SURFACE MOTION
 TF1308
 TF1308  HISTORY     - Date     Condition        Report By
 TF1308  HISTORY     - 1963     MONUMENTED       CGS
 TF1308  HISTORY     - 1971     GOOD             DOD
 TF1308
 TF1308                          STATION DESCRIPTION
 TF1308
 TF1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1308'8.4 MI N FROM RYDER.
 TF1308'0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1308'RYDER, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 4.0 MILES
 TF1308'NORTH ALONG A GRAVELED COUNTY ROAD, 50 FEET SOUTHEAST OF THE CENTER OF
 TF1308'THE JUNCTION OF A ROAD LEADING WEST, 40 FEET EAST OF THE CENTERLINE OF
 TF1308'THE ROAD, 10 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 TF1308'WEST, 2 FEET WEST OF A NORTH-SOUTH FENCE, 1.5 FEET NORTH OF A METAL
 TF1308'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE
 TF1308'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 25, R 86 W, T 153 N.
 TF1308'NOTE---- LOCATION SHOULD BE NEAR THE NW CORNER OF SEC 36 INSTEAD OF
 TF1308'SEC 25 AS STATED.
 TF1308
 TF1308                          STATION RECOVERY (1971)
 TF1308
 TF1308'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 TF1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0801 ***********************************************************************
 TG0801  DESIGNATION -  F 254
 TG0801  PID         -  TG0801
 TG0801  STATE/COUNTY-  ND/MOUNTRAIL
 TG0801  USGS QUAD   -  STANLEY (1981)
 TG0801
 TG0801                         *CURRENT SURVEY CONTROL
 TG0801  ___________________________________________________________________
 TG0801* NAD 83(1986)-  48 15 16.     (N)    102 25 07.     (W)     SCALED    
 TG0801* NAVD 88     -       694.242  (meters)    2277.69   (feet)  ADJUSTED  
 TG0801  ___________________________________________________________________
 TG0801  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0801  DYNAMIC HT  -         694.346 (meters)    2278.03  (feet)  COMP
 TG0801  MODELED GRAV-     980,737.2   (mgal)                       NAVD 88
 TG0801
 TG0801  VERT ORDER  -  SECOND    CLASS 0
 TG0801
 TG0801.The horizontal coordinates were scaled from a topographic map and have
 TG0801.an estimated accuracy of +/- 6 seconds.
 TG0801
 TG0801.The orthometric height was determined by differential leveling
 TG0801.and adjusted by the National Geodetic Survey in June 1991..
 TG0801
 TG0801.The geoid height was determined by GEOID03.
 TG0801
 TG0801.The dynamic height is computed by dividing the NAVD 88
 TG0801.geopotential number by the normal gravity value computed on the
 TG0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0801.degrees latitude (g = 980.6199 gals.).
 TG0801
 TG0801.The modeled gravity was interpolated from observed gravity values.
 TG0801
 TG0801;                    North         East    Units  Estimated Accuracy
 TG0801;SPC ND N     -   141,250.      457,550.      MT  (+/- 180 meters Scaled)
 TG0801
 TG0801                          SUPERSEDED SURVEY CONTROL
 TG0801
 TG0801  NGVD 29 (??/??/92)  693.777  (m)         2276.17   (f) ADJ UNCH    2 0
 TG0801
 TG0801.Superseded values are not recommended for survey control.
 TG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0801.See file dsdata.txt to determine how the superseded data were derived.
 TG0801
 TG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP916478(NAD 83)
 TG0801_MARKER: DB = BENCH MARK DISK
 TG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0801_STAMPING: F 254 1963
 TG0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0801+STABILITY: SURFACE MOTION
 TG0801
 TG0801  HISTORY     - Date     Condition        Report By
 TG0801  HISTORY     - 1963     MONUMENTED       CGS
 TG0801  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0801
 TG0801                          STATION DESCRIPTION
 TG0801
 TG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0801'6.5 MI SW FROM STANLEY.
 TG0801'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0801'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, THENCE 2.0 MILES WEST ALONG A
 TG0801'GRADED COUNTY ROAD, 57 FEET SOUTHWEST OF THE CENTER OF THE
 TG0801'INTERSECTION OF A NORTH-SOUTH ROAD, 52 FEET WEST OF THE CENTERLINE OF
 TG0801'THE NORTH-SOUTH ROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TG0801'ROAD, 4 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL
 TG0801'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE
 TG0801'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 18, R 92 W, T 155 N.
 TG0801
 TG0801                          STATION RECOVERY (1981)
 TG0801
 TG0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0117 ***********************************************************************
 TG0117  DESIGNATION -  F 255
 TG0117  PID         -  TG0117
 TG0117  STATE/COUNTY-  ND/BURKE
 TG0117  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0117
 TG0117                         *CURRENT SURVEY CONTROL
 TG0117  ___________________________________________________________________
 TG0117* NAD 83(1986)-  48 32 47.     (N)    102 14 02.     (W)     SCALED    
 TG0117* NAVD 88     -       697.971  (meters)    2289.93   (feet)  ADJUSTED  
 TG0117  ___________________________________________________________________
 TG0117  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TG0117  DYNAMIC HT  -         698.091 (meters)    2290.32  (feet)  COMP
 TG0117  MODELED GRAV-     980,758.1   (mgal)                       NAVD 88
 TG0117
 TG0117  VERT ORDER  -  SECOND    CLASS 0
 TG0117
 TG0117.The horizontal coordinates were scaled from a topographic map and have
 TG0117.an estimated accuracy of +/- 6 seconds.
 TG0117
 TG0117.The orthometric height was determined by differential leveling
 TG0117.and adjusted by the National Geodetic Survey in June 1991..
 TG0117
 TG0117.The geoid height was determined by GEOID03.
 TG0117
 TG0117.The dynamic height is computed by dividing the NAVD 88
 TG0117.geopotential number by the normal gravity value computed on the
 TG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0117.degrees latitude (g = 980.6199 gals.).
 TG0117
 TG0117.The modeled gravity was interpolated from observed gravity values.
 TG0117
 TG0117;                    North         East    Units  Estimated Accuracy
 TG0117;SPC ND N     -   173,380.      472,000.      MT  (+/- 180 meters Scaled)
 TG0117
 TG0117                          SUPERSEDED SURVEY CONTROL
 TG0117
 TG0117  NGVD 29 (??/??/92)  697.542  (m)         2288.52   (f) ADJ UNCH    2 0
 TG0117
 TG0117.Superseded values are not recommended for survey control.
 TG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0117.See file dsdata.txt to determine how the superseded data were derived.
 TG0117
 TG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP041807(NAD 83)
 TG0117_MARKER: DB = BENCH MARK DISK
 TG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0117_STAMPING: F 255 1963
 TG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0117+STABILITY: SURFACE MOTION
 TG0117
 TG0117  HISTORY     - Date     Condition        Report By
 TG0117  HISTORY     - 1963     MONUMENTED       CGS
 TG0117
 TG0117                          STATION DESCRIPTION
 TG0117
 TG0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0117'10.3 MI W FROM COULEE.
 TG0117'ABOUT 10.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0117'RAILWAY STATION AT COULEE, AT THE SOUTHEAST CORNER OF S 36, R 90 W, T
 TG0117'159 N, ON THE BURKE-WARD COUNTY LINE, 188.5 FEET NORTH OF THE CENTER
 TG0117'OF THE INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A TRACK ROAD
 TG0117'LEADING NORTH ALONG THE COUNTY LINE, 17.0 FEET WEST OF THE CENTERLINE
 TG0117'OF THE TRACK ROAD, 1.5 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A METAL
 TG0117'WITNESS POST, ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A
 TG0117'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1225 ***********************************************************************
 TE1225  DESIGNATION -  F 256
 TE1225  PID         -  TE1225
 TE1225  STATE/COUNTY-  ND/RAMSEY
 TE1225  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1225
 TE1225                         *CURRENT SURVEY CONTROL
 TE1225  ___________________________________________________________________
 TE1225* NAD 83(1986)-  48 15 05.     (N)    099 09 25.     (W)     SCALED    
 TE1225* NAVD 88     -       444.298  (meters)    1457.67   (feet)  ADJUSTED  
 TE1225  ___________________________________________________________________
 TE1225  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 TE1225  DYNAMIC HT  -         444.379 (meters)    1457.93  (feet)  COMP
 TE1225  MODELED GRAV-     980,779.7   (mgal)                       NAVD 88
 TE1225
 TE1225  VERT ORDER  -  FIRST     CLASS II
 TE1225
 TE1225.The horizontal coordinates were scaled from a topographic map and have
 TE1225.an estimated accuracy of +/- 6 seconds.
 TE1225
 TE1225.The orthometric height was determined by differential leveling
 TE1225.and adjusted by the National Geodetic Survey in June 1991..
 TE1225
 TE1225.The geoid height was determined by GEOID03.
 TE1225
 TE1225.The dynamic height is computed by dividing the NAVD 88
 TE1225.geopotential number by the normal gravity value computed on the
 TE1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1225.degrees latitude (g = 980.6199 gals.).
 TE1225
 TE1225.The modeled gravity was interpolated from observed gravity values.
 TE1225
 TE1225;                    North         East    Units  Estimated Accuracy
 TE1225;SPC ND N     -   140,000.      699,730.      MT  (+/- 180 meters Scaled)
 TE1225
 TE1225                          SUPERSEDED SURVEY CONTROL
 TE1225
 TE1225  NGVD 29 (04/23/90)  443.930  (m)         1456.46   (f) ADJUSTED    1 2
 TE1225
 TE1225.Superseded values are not recommended for survey control.
 TE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1225.See file dsdata.txt to determine how the superseded data were derived.
 TE1225
 TE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU883442(NAD 83)
 TE1225_MARKER: DB = BENCH MARK DISK
 TE1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1225_STAMPING: F 256 1963
 TE1225_MARK LOGO: CGS   
 TE1225_PROJECTION: PROJECTING 3 CENTIMETERS
 TE1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1225+STABILITY: SURFACE MOTION
 TE1225
 TE1225  HISTORY     - Date     Condition        Report By
 TE1225  HISTORY     - 1963     MONUMENTED       CGS
 TE1225  HISTORY     - 1982     GOOD             NGS
 TE1225  HISTORY     - 19930822 MARK NOT FOUND   USGS
 TE1225
 TE1225                          STATION DESCRIPTION
 TE1225
 TE1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1225'2.2 MI SE FROM CHURCHES FERRY.
 TE1225'ABOUT 2.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1225'STATION AT CHURCHES FERRY, IN S 16, R 66 W, T 155 N, ABOUT 110 YARDS
 TE1225'WEST ACROSS THE TRACK FROM MILEPOST 102, 216.5 FEET SOUTH OF THE
 TE1225'CENTER OF A DIRT ROAD CROSSING, 116 FEET NORTHEAST OF THE CENTER OF
 TE1225'THE INTERSECTION OF U.S. HIGHWAY 2 AND A GRAVELED ROAD LEADING SOUTH
 TE1225'AND A DIRT ROAD LEADING NORTH, 108.8 FEET SOUTHWEST OF THE SOUTHWEST
 TE1225'RAIL, 88 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET NORTHWEST
 TE1225'OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK,
 TE1225'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TE1225
 TE1225                          STATION RECOVERY (1982)
 TE1225
 TE1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1225'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1225'5.4 KM (3.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 TE1225'OF U.S. HIGHWAY 281 ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS FERRY,
 TE1225'35.3 METERS (116.0 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 TE1225'THE HIGHWAY AND A DIRT ROAD CROSSING, 65.8 METERS (216.0 FT) SOUTH OF
 TE1225'THE CENTER OF A DIRT ROAD CROSSING THE RAILROAD TRACKS, 33.2 METERS
 TE1225'(109.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL, AND 26.8 METERS (88.0 FT)
 TE1225'EAST OF THE CENTER OF THE DIRT ROAD.
 TE1225'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TE1225'THE MARK IS 3.0 M BELOW TRACKS.
 TE1225
 TE1225                          STATION RECOVERY (1993)
 TE1225
 TE1225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 TE1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0670 ***********************************************************************
 TE0670  DESIGNATION -  F 257
 TE0670  PID         -  TE0670
 TE0670  STATE/COUNTY-  ND/RAMSEY
 TE0670  USGS QUAD   -  DOYON (1971)
 TE0670
 TE0670                         *CURRENT SURVEY CONTROL
 TE0670  ___________________________________________________________________
 TE0670* NAD 83(1986)-  48 03 45.     (N)    098 35 43.     (W)     SCALED    
 TE0670* NAVD 88     -       456.301  (meters)    1497.05   (feet)  ADJUSTED  
 TE0670  ___________________________________________________________________
 TE0670  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 TE0670  DYNAMIC HT  -         456.374 (meters)    1497.29  (feet)  COMP
 TE0670  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TE0670
 TE0670  VERT ORDER  -  FIRST     CLASS II
 TE0670
 TE0670.The horizontal coordinates were scaled from a topographic map and have
 TE0670.an estimated accuracy of +/- 6 seconds.
 TE0670
 TE0670.The orthometric height was determined by differential leveling
 TE0670.and adjusted by the National Geodetic Survey in June 1991..
 TE0670
 TE0670.The geoid height was determined by GEOID03.
 TE0670
 TE0670.The dynamic height is computed by dividing the NAVD 88
 TE0670.geopotential number by the normal gravity value computed on the
 TE0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0670.degrees latitude (g = 980.6199 gals.).
 TE0670
 TE0670.The modeled gravity was interpolated from observed gravity values.
 TE0670
 TE0670;                    North         East    Units  Estimated Accuracy
 TE0670;SPC ND N     -   119,890.      741,950.      MT  (+/- 180 meters Scaled)
 TE0670
 TE0670                          SUPERSEDED SURVEY CONTROL
 TE0670
 TE0670  NGVD 29 (??/??/92)  455.918  (m)         1495.79   (f) ADJ UNCH    1 2
 TE0670
 TE0670.Superseded values are not recommended for survey control.
 TE0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0670.See file dsdata.txt to determine how the superseded data were derived.
 TE0670
 TE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU301233(NAD 83)
 TE0670_MARKER: DB = BENCH MARK DISK
 TE0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0670_STAMPING: F 257 1963
 TE0670_MARK LOGO: CGS   
 TE0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0670+STABILITY: SURFACE MOTION
 TE0670
 TE0670  HISTORY     - Date     Condition        Report By
 TE0670  HISTORY     - 1963     MONUMENTED       CGS
 TE0670  HISTORY     - 1982     GOOD             NGS
 TE0670
 TE0670                          STATION DESCRIPTION
 TE0670
 TE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0670'2.0 MI E FROM CRARY.
 TE0670'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0670'AT CRARY, IN S 22, R 62 W, T 153 N, ABOUT 0.5 MILE EAST OF MILEPOST
 TE0670'73, 85 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 57.4
 TE0670'FEET NORTH OF THE NORTH RAIL, 49.5 FEET WEST OF THE CENTERLINE OF THE
 TE0670'ROAD, 3.0 FEET WEST OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF
 TE0670'POLES, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0670'ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0670'A CONCRETE POST PROJECTING 6 INCHES.
 TE0670
 TE0670                          STATION RECOVERY (1982)
 TE0670
 TE0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0670'RECOVERED THIS DATE, TOO FAR OFF LINE TO LEVEL TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0341 ***********************************************************************
 TE0341  DESIGNATION -  F 258
 TE0341  PID         -  TE0341
 TE0341  STATE/COUNTY-  ND/NELSON
 TE0341  USGS QUAD   -  BROCKET (1971)
 TE0341
 TE0341                         *CURRENT SURVEY CONTROL
 TE0341  ___________________________________________________________________
 TE0341* NAD 83(1986)-  48 10 07.     (N)    098 21 23.     (W)     SCALED    
 TE0341* NAVD 88     -       463.335  (meters)    1520.12   (feet)  ADJUSTED  
 TE0341  ___________________________________________________________________
 TE0341  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 TE0341  DYNAMIC HT  -         463.416 (meters)    1520.39  (feet)  COMP
 TE0341  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 TE0341
 TE0341  VERT ORDER  -  SECOND    CLASS 0
 TE0341
 TE0341.The horizontal coordinates were scaled from a topographic map and have
 TE0341.an estimated accuracy of +/- 6 seconds.
 TE0341
 TE0341.The orthometric height was determined by differential leveling
 TE0341.and adjusted by the National Geodetic Survey in June 1991..
 TE0341
 TE0341.The geoid height was determined by GEOID03.
 TE0341
 TE0341.The dynamic height is computed by dividing the NAVD 88
 TE0341.geopotential number by the normal gravity value computed on the
 TE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0341.degrees latitude (g = 980.6199 gals.).
 TE0341
 TE0341.The modeled gravity was interpolated from observed gravity values.
 TE0341
 TE0341;                    North         East    Units  Estimated Accuracy
 TE0341;SPC ND N     -   132,150.      759,420.      MT  (+/- 180 meters Scaled)
 TE0341
 TE0341                          SUPERSEDED SURVEY CONTROL
 TE0341
 TE0341  NGVD 29 (??/??/92)  462.957  (m)         1518.88   (f) ADJ UNCH    2 0
 TE0341
 TE0341.Superseded values are not recommended for survey control.
 TE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0341.See file dsdata.txt to determine how the superseded data were derived.
 TE0341
 TE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478352(NAD 83)
 TE0341_MARKER: DB = BENCH MARK DISK
 TE0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0341_STAMPING: F 258 1963
 TE0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0341+STABILITY: SURFACE MOTION
 TE0341
 TE0341  HISTORY     - Date     Condition        Report By
 TE0341  HISTORY     - 1963     MONUMENTED       CGS
 TE0341
 TE0341                          STATION DESCRIPTION
 TE0341
 TE0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0341'3.0 MI S FROM BROCKET.
 TE0341'3.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0341'BROCKET, IN S 10, R 60 W, T 154 N, ABOUT 0.7 MILE NORTH OF THE
 TE0341'CROSSING OF THE SOO LINE RAILROAD, ABOUT 70 YARDS NORTHEAST OF THE
 TE0341'JUNCTION OF A DRIVEWAY LEADING NORTHWEST TO A WHITE FARMHOUSE, ABOUT
 TE0341'60 YARDS SOUTH OF MILEPOST 9, 52.5 FEET EAST OF THE CENTERLINE OF THE
 TE0341'ROAD, 28.6 FEET WEST OF THE WEST RAIL, 3.0 FEET NORTH OF A TELEPHONE
 TE0341'POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0341'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0727 ***********************************************************************
 TE0727  DESIGNATION -  F 259
 TE0727  PID         -  TE0727
 TE0727  STATE/COUNTY-  ND/RAMSEY
 TE0727  USGS QUAD   -  DERRICK (1972)
 TE0727
 TE0727                         *CURRENT SURVEY CONTROL
 TE0727  ___________________________________________________________________
 TE0727* NAD 83(1986)-  48 28 37.     (N)    098 33 29.     (W)     SCALED    
 TE0727* NAVD 88     -       466.796  (meters)    1531.48   (feet)  ADJUSTED  
 TE0727  ___________________________________________________________________
 TE0727  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 TE0727  DYNAMIC HT  -         466.887 (meters)    1531.78  (feet)  COMP
 TE0727  MODELED GRAV-     980,792.5   (mgal)                       NAVD 88
 TE0727
 TE0727  VERT ORDER  -  SECOND    CLASS 0
 TE0727
 TE0727.The horizontal coordinates were scaled from a topographic map and have
 TE0727.an estimated accuracy of +/- 6 seconds.
 TE0727
 TE0727.The orthometric height was determined by differential leveling
 TE0727.and adjusted by the National Geodetic Survey in June 1991..
 TE0727
 TE0727.The geoid height was determined by GEOID03.
 TE0727
 TE0727.The dynamic height is computed by dividing the NAVD 88
 TE0727.geopotential number by the normal gravity value computed on the
 TE0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0727.degrees latitude (g = 980.6199 gals.).
 TE0727
 TE0727.The modeled gravity was interpolated from observed gravity values.
 TE0727
 TE0727;                    North         East    Units  Estimated Accuracy
 TE0727;SPC ND N     -   166,020.      743,560.      MT  (+/- 180 meters Scaled)
 TE0727
 TE0727                          SUPERSEDED SURVEY CONTROL
 TE0727
 TE0727  NGVD 29 (??/??/92)  466.411  (m)         1530.22   (f) ADJ UNCH    2 0
 TE0727
 TE0727.Superseded values are not recommended for survey control.
 TE0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0727.See file dsdata.txt to determine how the superseded data were derived.
 TE0727
 TE0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU326694(NAD 83)
 TE0727_MARKER: DB = BENCH MARK DISK
 TE0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0727_STAMPING: F 259 1963
 TE0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0727+STABILITY: SURFACE MOTION
 TE0727
 TE0727  HISTORY     - Date     Condition        Report By
 TE0727  HISTORY     - 1963     MONUMENTED       CGS
 TE0727
 TE0727                          STATION DESCRIPTION
 TE0727
 TE0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0727'IN DERRICK.
 TE0727'AT DERRICK, IN S 30, R 61 W, T 158 N, 36 FEET EAST OF THE NORTH CORNER
 TE0727'OF THE GREAT NORTHERN RAILWAY STATION, ABOUT 0.4 MILE SOUTHEAST OF
 TE0727'MILEPOST 34, 126 FEET NORTH OF THE CENTER OF A GRAVELED ROAD CROSSING,
 TE0727'36 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A POWER
 TE0727'POLE, IN LINE WITH A ROW OF POLES, 2.0 FEET SOUTHEAST OF A METAL
 TE0727'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 TE0727'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0078 ***********************************************************************
 RQ0078  DESIGNATION -  F 26
 RQ0078  PID         -  RQ0078
 RQ0078  STATE/COUNTY-  ND/DICKEY
 RQ0078  USGS QUAD   -  OAKES SE (1955)
 RQ0078
 RQ0078                         *CURRENT SURVEY CONTROL
 RQ0078  ___________________________________________________________________
 RQ0078* NAD 83(1986)-  46 03 06.     (N)    098 07 00.     (W)     SCALED    
 RQ0078* NAVD 88     -       396.545  (meters)    1301.00   (feet)  ADJUSTED  
 RQ0078  ___________________________________________________________________
 RQ0078  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RQ0078  DYNAMIC HT  -         396.533 (meters)    1300.96  (feet)  COMP
 RQ0078  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 RQ0078
 RQ0078  VERT ORDER  -  FIRST     CLASS II
 RQ0078
 RQ0078.The horizontal coordinates were scaled from a topographic map and have
 RQ0078.an estimated accuracy of +/- 6 seconds.
 RQ0078
 RQ0078.The orthometric height was determined by differential leveling
 RQ0078.and adjusted by the National Geodetic Survey in June 1991..
 RQ0078
 RQ0078.The geoid height was determined by GEOID03.
 RQ0078
 RQ0078.The dynamic height is computed by dividing the NAVD 88
 RQ0078.geopotential number by the normal gravity value computed on the
 RQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0078.degrees latitude (g = 980.6199 gals.).
 RQ0078
 RQ0078.The modeled gravity was interpolated from observed gravity values.
 RQ0078
 RQ0078;                    North         East    Units  Estimated Accuracy
 RQ0078;SPC ND S     -    45,590.      784,430.      MT  (+/- 180 meters Scaled)
 RQ0078
 RQ0078                          SUPERSEDED SURVEY CONTROL
 RQ0078
 RQ0078  NGVD 29 (??/??/92)  396.221  (m)         1299.94   (f) ADJ UNCH    1 2
 RQ0078
 RQ0078.Superseded values are not recommended for survey control.
 RQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0078.See file dsdata.txt to determine how the superseded data were derived.
 RQ0078
 RQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS683001(NAD 83)
 RQ0078_MARKER: DB = BENCH MARK DISK
 RQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0078_STAMPING: F 26 1934
 RQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0078+STABILITY: SURFACE MOTION
 RQ0078
 RQ0078  HISTORY     - Date     Condition        Report By
 RQ0078  HISTORY     - 1934     MONUMENTED       CGS
 RQ0078  HISTORY     - 1940     GOOD             USGS
 RQ0078
 RQ0078                          STATION DESCRIPTION
 RQ0078
 RQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0078'6.1 MI S FROM OAKES.
 RQ0078'6.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 RQ0078'CITY WATER WORKS AT OAKES, DICKEY COUNTY, ABOUT 2 POLES NORTH OF
 RQ0078'MILEPOST 129, AT A ROAD CROSSING, 33 FEET SOUTH OF THE CENTER LINE OF
 RQ0078'THE ROAD, 40 FEET WEST OF THE CENTER LINE OF THE TRACK, 2 FEET EAST OF
 RQ0078'A RIGHT-OF-WAY FENCE CORNER, 5 FEET WEST OF A POLE, AND ABOUT 4 FEET
 RQ0078'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 26 1934 AND SET IN
 RQ0078'THE TOP OF A CONCRETE POST.
 RQ0078
 RQ0078                          STATION RECOVERY (1940)
 RQ0078
 RQ0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940
 RQ0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0329 ***********************************************************************
 TE0329  DESIGNATION -  F 260
 TE0329  PID         -  TE0329
 TE0329  STATE/COUNTY-  ND/RAMSEY
 TE0329  USGS QUAD   -  EDMORE SW (1972)
 TE0329
 TE0329                         *CURRENT SURVEY CONTROL
 TE0329  ___________________________________________________________________
 TE0329* NAD 83(1986)-  48 16 51.     (N)    098 22 44.     (W)     SCALED    
 TE0329* NAVD 88     -       461.307  (meters)    1513.47   (feet)  ADJUSTED  
 TE0329  ___________________________________________________________________
 TE0329  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0329  DYNAMIC HT  -         461.396 (meters)    1513.76  (feet)  COMP
 TE0329  MODELED GRAV-     980,787.7   (mgal)                       NAVD 88
 TE0329
 TE0329  VERT ORDER  -  SECOND    CLASS 0
 TE0329
 TE0329.The horizontal coordinates were scaled from a topographic map and have
 TE0329.an estimated accuracy of +/- 6 seconds.
 TE0329
 TE0329.The orthometric height was determined by differential leveling
 TE0329.and adjusted by the National Geodetic Survey in June 1991..
 TE0329
 TE0329.The geoid height was determined by GEOID03.
 TE0329
 TE0329.The dynamic height is computed by dividing the NAVD 88
 TE0329.geopotential number by the normal gravity value computed on the
 TE0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0329.degrees latitude (g = 980.6199 gals.).
 TE0329
 TE0329.The modeled gravity was interpolated from observed gravity values.
 TE0329
 TE0329;                    North         East    Units  Estimated Accuracy
 TE0329;SPC ND N     -   144,570.      757,400.      MT  (+/- 180 meters Scaled)
 TE0329
 TE0329                          SUPERSEDED SURVEY CONTROL
 TE0329
 TE0329  NGVD 29 (??/??/92)  460.94   (m)         1512.3    (f) COMPUTED    2 0
 TE0329
 TE0329.Superseded values are not recommended for survey control.
 TE0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0329.See file dsdata.txt to determine how the superseded data were derived.
 TE0329
 TE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU460477(NAD 83)
 TE0329_MARKER: DB = BENCH MARK DISK
 TE0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0329_STAMPING: F 260 1963
 TE0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0329+STABILITY: SURFACE MOTION
 TE0329
 TE0329  HISTORY     - Date     Condition        Report By
 TE0329  HISTORY     - 1963     MONUMENTED       CGS
 TE0329
 TE0329                          STATION DESCRIPTION
 TE0329
 TE0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0329'2.3 MI SW FROM LAWTON.
 TE0329'ABOUT 1.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0329'STATION AT LAWTON, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, IN S 5,
 TE0329'R 60 W, T 155 N, 172 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 TE0329'INTERSECTION, 163 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 TE0329'WEST, 58 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 4.0
 TE0329'FEET SOUTH OF A POWER POLE, IN LINE WITH A ROW OF POLES, 3.0 FEET EAST
 TE0329'OF A FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TE0329'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0329'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0375 ***********************************************************************
 SL0375  DESIGNATION -  F 261
 SL0375  PID         -  SL0375
 SL0375  STATE/COUNTY-  ND/GRAND FORKS
 SL0375  USGS QUAD   -  GRAND FORKS (1994)
 SL0375
 SL0375                         *CURRENT SURVEY CONTROL
 SL0375  ___________________________________________________________________
 SL0375* NAD 83(1986)-  47 55 07.     (N)    097 05 49.     (W)     SCALED    
 SL0375* NAVD 88     -       255.451  (meters)     838.09   (feet)  ADJUSTED  
 SL0375  ___________________________________________________________________
 SL0375  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL0375  DYNAMIC HT  -         255.498 (meters)     838.25  (feet)  COMP
 SL0375  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 SL0375
 SL0375  VERT ORDER  -  FIRST     CLASS II
 SL0375
 SL0375.The horizontal coordinates were scaled from a topographic map and have
 SL0375.an estimated accuracy of +/- 6 seconds.
 SL0375
 SL0375.The orthometric height was determined by differential leveling
 SL0375.and adjusted by the National Geodetic Survey in June 1991..
 SL0375
 SL0375.The geoid height was determined by GEOID03.
 SL0375
 SL0375.The dynamic height is computed by dividing the NAVD 88
 SL0375.geopotential number by the normal gravity value computed on the
 SL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0375.degrees latitude (g = 980.6199 gals.).
 SL0375
 SL0375.The modeled gravity was interpolated from observed gravity values.
 SL0375
 SL0375;                    North         East    Units  Estimated Accuracy
 SL0375;SPC ND N     -   107,750.      854,260.      MT  (+/- 180 meters Scaled)
 SL0375
 SL0375                          SUPERSEDED SURVEY CONTROL
 SL0375
 SL0375  NGVD 29 (??/??/92)  255.110  (m)          836.97   (f) ADJ UNCH    1 2
 SL0375
 SL0375.Superseded values are not recommended for survey control.
 SL0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0375.See file dsdata.txt to determine how the superseded data were derived.
 SL0375
 SL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU421090(NAD 83)
 SL0375_MARKER: DB = BENCH MARK DISK
 SL0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0375_SP_SET: ABUTMENT
 SL0375_STAMPING: F 261 1963
 SL0375_MARK LOGO: CGS   
 SL0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0375
 SL0375  HISTORY     - Date     Condition        Report By
 SL0375  HISTORY     - 1963     MONUMENTED       CGS
 SL0375  HISTORY     - 1981     GOOD             NGS
 SL0375
 SL0375                          STATION DESCRIPTION
 SL0375
 SL0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0375'3.0 MI W FROM GRAND FORKS.
 SL0375'ABOUT 3.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0375'AT GRAND FORKS, IN S 6, R 50 W, T 151 N, SET IN THE TOP OF THE NORTH
 SL0375'END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 110.5, 4.8
 SL0375'FEET NORTH OF THE NORTH RAIL, 44.0 FEET NORTHEAST ACROSS THE TRACK
 SL0375'FROM G 57 1934, 1.1 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND
 SL0375'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 SL0375
 SL0375                          STATION RECOVERY (1981)
 SL0375
 SL0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0388 ***********************************************************************
 SL0388  DESIGNATION -  F 262
 SL0388  PID         -  SL0388
 SL0388  STATE/COUNTY-  ND/GRAND FORKS
 SL0388  USGS QUAD   -  KELLY (1963)
 SL0388
 SL0388                         *CURRENT SURVEY CONTROL
 SL0388  ___________________________________________________________________
 SL0388* NAD 83(1986)-  47 55 07.     (N)    097 14 20.     (W)     SCALED    
 SL0388* NAVD 88     -       260.877  (meters)     855.89   (feet)  ADJUSTED  
 SL0388  ___________________________________________________________________
 SL0388  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 SL0388  DYNAMIC HT  -         260.923 (meters)     856.04  (feet)  COMP
 SL0388  MODELED GRAV-     980,781.2   (mgal)                       NAVD 88
 SL0388
 SL0388  VERT ORDER  -  FIRST     CLASS II
 SL0388
 SL0388.The horizontal coordinates were scaled from a topographic map and have
 SL0388.an estimated accuracy of +/- 6 seconds.
 SL0388
 SL0388.The orthometric height was determined by differential leveling
 SL0388.and adjusted by the National Geodetic Survey in June 1991..
 SL0388
 SL0388.The geoid height was determined by GEOID03.
 SL0388
 SL0388.The dynamic height is computed by dividing the NAVD 88
 SL0388.geopotential number by the normal gravity value computed on the
 SL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0388.degrees latitude (g = 980.6199 gals.).
 SL0388
 SL0388.The modeled gravity was interpolated from observed gravity values.
 SL0388
 SL0388;                    North         East    Units  Estimated Accuracy
 SL0388;SPC ND N     -   107,290.      843,660.      MT  (+/- 180 meters Scaled)
 SL0388
 SL0388                          SUPERSEDED SURVEY CONTROL
 SL0388
 SL0388  NGVD 29 (??/??/92)  260.535  (m)          854.77   (f) ADJ UNCH    1 2
 SL0388
 SL0388.Superseded values are not recommended for survey control.
 SL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0388.See file dsdata.txt to determine how the superseded data were derived.
 SL0388
 SL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU315087(NAD 83)
 SL0388_MARKER: DB = BENCH MARK DISK
 SL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0388_STAMPING: F 262 1963
 SL0388_MARK LOGO: CGS   
 SL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0388+STABILITY: SURFACE MOTION
 SL0388
 SL0388  HISTORY     - Date     Condition        Report By
 SL0388  HISTORY     - 1963     MONUMENTED       CGS
 SL0388  HISTORY     - 1981     GOOD             NGS
 SL0388
 SL0388                          STATION DESCRIPTION
 SL0388
 SL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0388'6.05 MI E FROM EMERADO.
 SL0388'ABOUT 6.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0388'STATION AT EMERADO, IN S 6, R 51 W, T 151 N, 82 FEET NORTHEAST OF THE
 SL0388'CENTER OF THE CROSSING OF A NORTH-SOUTH ROAD, 70.5 FEET NORTH OF THE
 SL0388'NORTH RAIL, 68.0 FEET NORTHWEST OF A TELEGRAPH POLE, 37.0 FEET EAST OF
 SL0388'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2.2 FEET SOUTH OF A FENCE
 SL0388'CORNER, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SL0388'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0388'0.5 FOOT.
 SL0388
 SL0388                          STATION RECOVERY (1981)
 SL0388
 SL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0388'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0388'NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0822 ***********************************************************************
 SL0822  DESIGNATION -  F 263
 SL0822  PID         -  SL0822
 SL0822  STATE/COUNTY-  ND/GRAND FORKS
 SL0822  USGS QUAD   -  NIAGARA (1963)
 SL0822
 SL0822                         *CURRENT SURVEY CONTROL
 SL0822  ___________________________________________________________________
 SL0822* NAD 83(1986)-  47 57 34.     (N)    097 45 28.     (W)     SCALED    
 SL0822* NAVD 88     -       378.390  (meters)    1241.43   (feet)  ADJUSTED  
 SL0822  ___________________________________________________________________
 SL0822  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SL0822  DYNAMIC HT  -         378.452 (meters)    1241.64  (feet)  COMP
 SL0822  MODELED GRAV-     980,765.0   (mgal)                       NAVD 88
 SL0822
 SL0822  VERT ORDER  -  FIRST     CLASS II
 SL0822
 SL0822.The horizontal coordinates were scaled from a topographic map and have
 SL0822.an estimated accuracy of +/- 6 seconds.
 SL0822
 SL0822.The orthometric height was determined by differential leveling
 SL0822.and adjusted by the National Geodetic Survey in June 1991..
 SL0822
 SL0822.The geoid height was determined by GEOID03.
 SL0822
 SL0822.The dynamic height is computed by dividing the NAVD 88
 SL0822.geopotential number by the normal gravity value computed on the
 SL0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0822.degrees latitude (g = 980.6199 gals.).
 SL0822
 SL0822.The modeled gravity was interpolated from observed gravity values.
 SL0822
 SL0822;                    North         East    Units  Estimated Accuracy
 SL0822;SPC ND N     -   110,320.      804,740.      MT  (+/- 180 meters Scaled)
 SL0822
 SL0822                          SUPERSEDED SURVEY CONTROL
 SL0822
 SL0822  NGVD 29 (??/??/92)  378.024  (m)         1240.23   (f) ADJ UNCH    1 2
 SL0822
 SL0822.Superseded values are not recommended for survey control.
 SL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0822.See file dsdata.txt to determine how the superseded data were derived.
 SL0822
 SL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU927125(NAD 83)
 SL0822_MARKER: DB = BENCH MARK DISK
 SL0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0822_STAMPING: F 263 1963
 SL0822_MARK LOGO: CGS   
 SL0822_PROJECTION: PROJECTING 9 CENTIMETERS
 SL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0822+STABILITY: SURFACE MOTION
 SL0822
 SL0822  HISTORY     - Date     Condition        Report By
 SL0822  HISTORY     - 1963     MONUMENTED       CGS
 SL0822  HISTORY     - 1982     GOOD             NGS
 SL0822
 SL0822                          STATION DESCRIPTION
 SL0822
 SL0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0822'7.75 MI NW FROM LARIMORE.
 SL0822'ABOUT 7.75 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0822'STATION AT LARIMORE, IN S 25, R 55 W, T 152 N, 3 POLES NORTHWEST OF
 SL0822'MILEPOST 32, 100 FEET EAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 SL0822'33 FEET NORTHEAST OF THE NORTHEAST RAIL, 12.5 FEET NORTHWEST OF A
 SL0822'TELEPHONE POLE, 14.5 FEET SOUTH OF THE 3RD TELEGRAPH POLE NORTHWEST OF
 SL0822'THE MILEPOST, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 SL0822'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SL0822'FOOT.
 SL0822
 SL0822                          STATION RECOVERY (1982)
 SL0822
 SL0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0822'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0822'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 SL0822'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL0822'10.6 KM (6.6 MI) EAST ALONG U.S. HIGHWAY 2 AND ABOUT 99 METERS
 SL0822'(325.0 FT) SOUTHEAST OF HIGHWAY MILEPOST 324, 68.5 METERS (225.0 FT)
 SL0822'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 SL0822'30.4 METERS (100.0 FT) EAST OF THE CENTER OF A PRIVATE ROAD CROSSING,
 SL0822'10.0 METERS (33.0 FT) NORTHEAST OF THE NORTHEAST RAIL, AND 3.8 METERS
 SL0822'(12.5 FT) SOUTHEAST OF A TELEPHONE POLE.
 SL0822'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 SL0822'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0384 ***********************************************************************
 TE0384  DESIGNATION -  F 264
 TE0384  PID         -  TE0384
 TE0384  STATE/COUNTY-  ND/NELSON
 TE0384  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0384
 TE0384                         *CURRENT SURVEY CONTROL
 TE0384  ___________________________________________________________________
 TE0384* NAD 83(1986)-  48 01 28.     (N)    098 08 25.     (W)     SCALED    
 TE0384* NAVD 88     -       465.236  (meters)    1526.36   (feet)  ADJUSTED  
 TE0384  ___________________________________________________________________
 TE0384  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 TE0384  DYNAMIC HT  -         465.316 (meters)    1526.62  (feet)  COMP
 TE0384  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TE0384
 TE0384  VERT ORDER  -  FIRST     CLASS II
 TE0384
 TE0384.The horizontal coordinates were scaled from a topographic map and have
 TE0384.an estimated accuracy of +/- 6 seconds.
 TE0384
 TE0384.The orthometric height was determined by differential leveling
 TE0384.and adjusted by the National Geodetic Survey in June 1991..
 TE0384
 TE0384.The geoid height was determined by GEOID03.
 TE0384
 TE0384.The dynamic height is computed by dividing the NAVD 88
 TE0384.geopotential number by the normal gravity value computed on the
 TE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0384.degrees latitude (g = 980.6199 gals.).
 TE0384
 TE0384.The modeled gravity was interpolated from observed gravity values.
 TE0384
 TE0384;                    North         East    Units  Estimated Accuracy
 TE0384;SPC ND N     -   116,600.      775,970.      MT  (+/- 180 meters Scaled)
 TE0384
 TE0384                          SUPERSEDED SURVEY CONTROL
 TE0384
 TE0384  NGVD 29 (??/??/92)  464.860  (m)         1525.13   (f) ADJ UNCH    1 2
 TE0384
 TE0384.Superseded values are not recommended for survey control.
 TE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0384.See file dsdata.txt to determine how the superseded data were derived.
 TE0384
 TE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU641193(NAD 83)
 TE0384_MARKER: DB = BENCH MARK DISK
 TE0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0384_STAMPING: F 264 1963
 TE0384_MARK LOGO: CGS   
 TE0384_PROJECTION: PROJECTING 6 CENTIMETERS
 TE0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0384+STABILITY: SURFACE MOTION
 TE0384
 TE0384  HISTORY     - Date     Condition        Report By
 TE0384  HISTORY     - 1963     MONUMENTED       CGS
 TE0384  HISTORY     - 1982     GOOD             NGS
 TE0384
 TE0384                          STATION DESCRIPTION
 TE0384
 TE0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0384'0.95 MI W FROM MICHIGAN.
 TE0384'ABOUT 0.95 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0384'AT MICHIGAN, IN S 32, R 58 W, T 153 N, 6 POLES WEST OF MILEPOST 51,
 TE0384'135 FEET NORTHEAST OF THE CENTER OF A NORTH-SOUTH ROAD CROSSING, 129
 TE0384'FEET EAST OF THE CENTERLINE OF THE ROAD, 57.5 FEET NORTH OF THE NORTH
 TE0384'RAIL, 5.5 FEET NORTHWEST OF THE MORE SOUTHERLY OF TWO TELEGRAPH POLES,
 TE0384'5.5 FEET SOUTHWEST OF THE MORE NORTHERLY OF THE POLES, 1.5 FEET EAST
 TE0384'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 TE0384'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TE0384
 TE0384                          STATION RECOVERY (1982)
 TE0384
 TE0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0384'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0384'11.3 KM (7.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0384'ROAD 5 IN PETERSBURG, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVEL ROAD
 TE0384'TO THE BURLINGTON NORTHERN RAILROAD CROSSING, 41.1 METERS (135.0 FT)
 TE0384'NORTHEAST OF THE CENTER OF A GRAVEL ROAD CROSSING, 39.3 METERS
 TE0384'(129.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD, 17.5 METERS
 TE0384'(57.5 FT) NORTH OF THE NORTH RAIL, 1.7 METERS (5.5 FT) NORTHWEST OF
 TE0384'THE MOST SOUTHERLY ONE OF TWO TELEPHONE POLES, AND 1.7 METERS (5.5 FT)
 TE0384'SOUTHWEST OF THE MOST NORTHERLY ONE OF THE POLES.
 TE0384'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0375 ***********************************************************************
 TE0375  DESIGNATION -  F 265
 TE0375  PID         -  TE0375
 TE0375  STATE/COUNTY-  ND/NELSON
 TE0375  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0375
 TE0375                         *CURRENT SURVEY CONTROL
 TE0375  ___________________________________________________________________
 TE0375* NAD 83(1986)-  48 01 51.     (N)    098 03 16.     (W)     SCALED    
 TE0375* NAVD 88     -       467.616  (meters)    1534.17   (feet)  ADJUSTED  
 TE0375  ___________________________________________________________________
 TE0375  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 TE0375  DYNAMIC HT  -         467.698 (meters)    1534.44  (feet)  COMP
 TE0375  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 TE0375
 TE0375  VERT ORDER  -  FIRST     CLASS II
 TE0375
 TE0375.The horizontal coordinates were scaled from a topographic map and have
 TE0375.an estimated accuracy of +/- 6 seconds.
 TE0375
 TE0375.The orthometric height was determined by differential leveling
 TE0375.and adjusted by the National Geodetic Survey in June 1991..
 TE0375
 TE0375.The geoid height was determined by GEOID03.
 TE0375
 TE0375.The dynamic height is computed by dividing the NAVD 88
 TE0375.geopotential number by the normal gravity value computed on the
 TE0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0375.degrees latitude (g = 980.6199 gals.).
 TE0375
 TE0375.The modeled gravity was interpolated from observed gravity values.
 TE0375
 TE0375;                    North         East    Units  Estimated Accuracy
 TE0375;SPC ND N     -   117,510.      782,350.      MT  (+/- 180 meters Scaled)
 TE0375
 TE0375                          SUPERSEDED SURVEY CONTROL
 TE0375
 TE0375  NGVD 29 (??/??/92)  467.242  (m)         1532.94   (f) ADJ UNCH    1 2
 TE0375
 TE0375.Superseded values are not recommended for survey control.
 TE0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0375.See file dsdata.txt to determine how the superseded data were derived.
 TE0375
 TE0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU704201(NAD 83)
 TE0375_MARKER: DB = BENCH MARK DISK
 TE0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0375_STAMPING: F 265 1963
 TE0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0375+STABILITY: SURFACE MOTION
 TE0375
 TE0375  HISTORY     - Date     Condition        Report By
 TE0375  HISTORY     - 1963     MONUMENTED       CGS
 TE0375  HISTORY     - 1967     GOOD             NGS
 TE0375
 TE0375                          STATION DESCRIPTION
 TE0375
 TE0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TE0375'3.75 MI NW FROM PETERSBURG.
 TE0375'TO REACH THE MARK FROM THE POST OFFICE IN PETERSBURG, GO SOUTH ON A
 TE0375'GRAVELED ROAD FOR 0.35 MILE TO THE JUNCTION WITH U.S. HIGHWAY 2. TURN
 TE0375'RIGHT AND GO WEST ON U.S. HIGHWAY 2 FOR 2.6 MILES TO A SIDE ROAD ON
 TE0375'THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO
 TE0375'THE MARK ON THE RIGHT.  F 265 IS A STANDARD BENCH MARK DISK, STAMPED F
 TE0375'265 1963, SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS 12 INCHES
 TE0375'IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 47.0
 TE0375'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 33.0 FEET NORTHWEST OF
 TE0375'A POWERLINE POLE AND 1.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0472 ***********************************************************************
 TE0472  DESIGNATION -  F 266
 TE0472  PID         -  TE0472
 TE0472  STATE/COUNTY-  ND/WALSH
 TE0472  USGS QUAD   -  FAIRDALE (1972)
 TE0472
 TE0472                         *CURRENT SURVEY CONTROL
 TE0472  ___________________________________________________________________
 TE0472* NAD 83(1986)-  48 23 55.     (N)    098 13 52.     (W)     SCALED    
 TE0472* NAVD 88     -       479.114  (meters)    1571.89   (feet)  ADJUSTED  
 TE0472  ___________________________________________________________________
 TE0472  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 TE0472  DYNAMIC HT  -         479.212 (meters)    1572.21  (feet)  COMP
 TE0472  MODELED GRAV-     980,799.7   (mgal)                       NAVD 88
 TE0472
 TE0472  VERT ORDER  -  SECOND    CLASS 0
 TE0472
 TE0472.The horizontal coordinates were scaled from a topographic map and have
 TE0472.an estimated accuracy of +/- 6 seconds.
 TE0472
 TE0472.The orthometric height was determined by differential leveling
 TE0472.and adjusted by the National Geodetic Survey in June 1991..
 TE0472
 TE0472.The geoid height was determined by GEOID03.
 TE0472
 TE0472.The dynamic height is computed by dividing the NAVD 88
 TE0472.geopotential number by the normal gravity value computed on the
 TE0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0472.degrees latitude (g = 980.6199 gals.).
 TE0472
 TE0472.The modeled gravity was interpolated from observed gravity values.
 TE0472
 TE0472;                    North         East    Units  Estimated Accuracy
 TE0472;SPC ND N     -   157,980.      767,980.      MT  (+/- 180 meters Scaled)
 TE0472
 TE0472                          SUPERSEDED SURVEY CONTROL
 TE0472
 TE0472  NGVD 29 (??/??/92)  478.741  (m)         1570.67   (f) ADJ UNCH    2 0
 TE0472
 TE0472.Superseded values are not recommended for survey control.
 TE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0472.See file dsdata.txt to determine how the superseded data were derived.
 TE0472
 TE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU569608(NAD 83)
 TE0472_MARKER: DB = BENCH MARK DISK
 TE0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0472_STAMPING: F 266 1963
 TE0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0472+STABILITY: SURFACE MOTION
 TE0472
 TE0472  HISTORY     - Date     Condition        Report By
 TE0472  HISTORY     - 1963     MONUMENTED       CGS
 TE0472
 TE0472                          STATION DESCRIPTION
 TE0472
 TE0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0472'6.2 MI S FROM FAIRDALE.
 TE0472'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0472'AT FAIRDALE, THENCE 1.0 MILE SOUTH ALONG GRAVELED COUNTY ROAD 22, IN S
 TE0472'22, R 59 W, T 157 N, 67 FEET NORTHWEST OF THE CENTER OF THE
 TE0472'INTERSECTION OF A TRACK ROAD, 60 FEET WEST OF THE CENTERLINE OF THE
 TE0472'NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD,
 TE0472'2.0 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS
 TE0472'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN
 TE0472'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0598 ***********************************************************************
 TE0598  DESIGNATION -  F 267
 TE0598  PID         -  TE0598
 TE0598  STATE/COUNTY-  ND/WALSH
 TE0598  USGS QUAD   -  PELTO (1971)
 TE0598
 TE0598                         *CURRENT SURVEY CONTROL
 TE0598  ___________________________________________________________________
 TE0598* NAD 83(1986)-  48 14 17.     (N)    098 09 47.     (W)     SCALED    
 TE0598* NAVD 88     -       465.416  (meters)    1526.95   (feet)  ADJUSTED  
 TE0598  ___________________________________________________________________
 TE0598  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 TE0598  DYNAMIC HT  -         465.499 (meters)    1527.22  (feet)  COMP
 TE0598  MODELED GRAV-     980,773.9   (mgal)                       NAVD 88
 TE0598
 TE0598  VERT ORDER  -  SECOND    CLASS 0
 TE0598
 TE0598.The horizontal coordinates were scaled from a topographic map and have
 TE0598.an estimated accuracy of +/- 6 seconds.
 TE0598
 TE0598.The orthometric height was determined by differential leveling
 TE0598.and adjusted by the National Geodetic Survey in June 1991..
 TE0598
 TE0598.The geoid height was determined by GEOID03.
 TE0598
 TE0598.The dynamic height is computed by dividing the NAVD 88
 TE0598.geopotential number by the normal gravity value computed on the
 TE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0598.degrees latitude (g = 980.6199 gals.).
 TE0598
 TE0598.The modeled gravity was interpolated from observed gravity values.
 TE0598
 TE0598;                    North         East    Units  Estimated Accuracy
 TE0598;SPC ND N     -   140,280.      773,550.      MT  (+/- 180 meters Scaled)
 TE0598
 TE0598                          SUPERSEDED SURVEY CONTROL
 TE0598
 TE0598  NGVD 29 (??/??/92)  465.039  (m)         1525.72   (f) ADJ UNCH    2 0
 TE0598
 TE0598.Superseded values are not recommended for survey control.
 TE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0598.See file dsdata.txt to determine how the superseded data were derived.
 TE0598
 TE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU621430(NAD 83)
 TE0598_MARKER: DB = BENCH MARK DISK
 TE0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0598_STAMPING: F 267 1963
 TE0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0598+STABILITY: SURFACE MOTION
 TE0598
 TE0598  HISTORY     - Date     Condition        Report By
 TE0598  HISTORY     - 1963     MONUMENTED       CGS
 TE0598
 TE0598                          STATION DESCRIPTION
 TE0598
 TE0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0598'8.5 MI NE FROM PELTO.
 TE0598'ABOUT 5.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0598'CROSSING AT PELTO, THENCE 3.0 MILES EAST ALONG GRAVELED COUNTY ROAD
 TE0598'19, IN S 24, R 59 W, T 155 N, 74 FEET SOUTHWEST OF THE CENTER OF THE
 TE0598'INTERSECTION OF A TRACK ROAD, 65 FEET SOUTH OF THE CENTERLINE OF THE
 TE0598'ROAD, 33 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 1.5 FEET NORTH
 TE0598'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE EAST-WEST
 TE0598'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0598 ***********************************************************************
 TD0598  DESIGNATION -  F 268
 TD0598  PID         -  TD0598
 TD0598  STATE/COUNTY-  ND/NELSON
 TD0598  USGS QUAD   -  DAHLEN (1971)
 TD0598
 TD0598                         *CURRENT SURVEY CONTROL
 TD0598  ___________________________________________________________________
 TD0598* NAD 83(1986)-  48 09 04.     (N)    097 59 18.     (W)     SCALED    
 TD0598* NAVD 88     -       453.696  (meters)    1488.50   (feet)  ADJUSTED  
 TD0598  ___________________________________________________________________
 TD0598  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TD0598  DYNAMIC HT  -         453.773 (meters)    1488.75  (feet)  COMP
 TD0598  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 TD0598
 TD0598  VERT ORDER  -  SECOND    CLASS 0
 TD0598
 TD0598.The horizontal coordinates were scaled from a topographic map and have
 TD0598.an estimated accuracy of +/- 6 seconds.
 TD0598
 TD0598.The orthometric height was determined by differential leveling
 TD0598.and adjusted by the National Geodetic Survey in June 1991..
 TD0598
 TD0598.The geoid height was determined by GEOID03.
 TD0598
 TD0598.The dynamic height is computed by dividing the NAVD 88
 TD0598.geopotential number by the normal gravity value computed on the
 TD0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0598.degrees latitude (g = 980.6199 gals.).
 TD0598
 TD0598.The modeled gravity was interpolated from observed gravity values.
 TD0598
 TD0598;                    North         East    Units  Estimated Accuracy
 TD0598;SPC ND N     -   131,030.      786,840.      MT  (+/- 180 meters Scaled)
 TD0598
 TD0598                          SUPERSEDED SURVEY CONTROL
 TD0598
 TD0598  NGVD 29 (??/??/92)  453.321  (m)         1487.27   (f) ADJ UNCH    2 0
 TD0598
 TD0598.Superseded values are not recommended for survey control.
 TD0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0598.See file dsdata.txt to determine how the superseded data were derived.
 TD0598
 TD0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752335(NAD 83)
 TD0598_MARKER: DB = BENCH MARK DISK
 TD0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0598_STAMPING: F 268 1963
 TD0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0598+STABILITY: SURFACE MOTION
 TD0598
 TD0598  HISTORY     - Date     Condition        Report By
 TD0598  HISTORY     - 1963     MONUMENTED       CGS
 TD0598
 TD0598                          STATION DESCRIPTION
 TD0598
 TD0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0598'3.4 MI SW FROM DAHLEN.
 TD0598'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0598'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 21, R
 TD0598'57 W, T 154 N, 250 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 TD0598'AN EAST-WEST ROAD, 231 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TD0598'ROAD, 75 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET
 TD0598'NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 TD0598'3 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 TD0598'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0569 ***********************************************************************
 TD0569  DESIGNATION -  F 269
 TD0569  PID         -  TD0569
 TD0569  STATE/COUNTY-  ND/GRAND FORKS
 TD0569  USGS QUAD   -  FORDVILLE SE (1963)
 TD0569
 TD0569                         *CURRENT SURVEY CONTROL
 TD0569  ___________________________________________________________________
 TD0569* NAD 83(1986)-  48 03 00.     (N)    097 51 35.     (W)     SCALED    
 TD0569* NAVD 88     -       421.690  (meters)    1383.49   (feet)  ADJUSTED  
 TD0569  ___________________________________________________________________
 TD0569  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 TD0569  DYNAMIC HT  -         421.762 (meters)    1383.73  (feet)  COMP
 TD0569  MODELED GRAV-     980,769.6   (mgal)                       NAVD 88
 TD0569
 TD0569  VERT ORDER  -  SECOND    CLASS 0
 TD0569
 TD0569.The horizontal coordinates were scaled from a topographic map and have
 TD0569.an estimated accuracy of +/- 6 seconds.
 TD0569
 TD0569.The orthometric height was determined by differential leveling
 TD0569.and adjusted by the National Geodetic Survey in June 1991..
 TD0569
 TD0569.The geoid height was determined by GEOID03.
 TD0569
 TD0569.The dynamic height is computed by dividing the NAVD 88
 TD0569.geopotential number by the normal gravity value computed on the
 TD0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0569.degrees latitude (g = 980.6199 gals.).
 TD0569
 TD0569.The modeled gravity was interpolated from observed gravity values.
 TD0569
 TD0569;                    North         East    Units  Estimated Accuracy
 TD0569;SPC ND N     -   120,110.      796,790.      MT  (+/- 180 meters Scaled)
 TD0569
 TD0569                          SUPERSEDED SURVEY CONTROL
 TD0569
 TD0569  NGVD 29 (??/??/92)  421.331  (m)         1382.32   (f) ADJ UNCH    2 0
 TD0569
 TD0569.Superseded values are not recommended for survey control.
 TD0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0569.See file dsdata.txt to determine how the superseded data were derived.
 TD0569
 TD0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU849224(NAD 83)
 TD0569_MARKER: DB = BENCH MARK DISK
 TD0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0569_STAMPING: F 269 1963
 TD0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0569+STABILITY: SURFACE MOTION
 TD0569
 TD0569  HISTORY     - Date     Condition        Report By
 TD0569  HISTORY     - 1963     MONUMENTED       CGS
 TD0569  HISTORY     - 1983     GOOD             LOCSUR
 TD0569
 TD0569                          STATION DESCRIPTION
 TD0569
 TD0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0569'3.8 MI N FROM NIAGARA.
 TD0569'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0569'STATION AT NIAGARA, THENCE 3.1 MILES NORTH ALONG STATE HIGHWAY 32, IN
 TD0569'S 21, R 56 W, T 153 N, 121 FEET NORTHEAST OF THE CENTER OF THE
 TD0569'INTERSECTION OF AN EAST-WEST ROAD, 100 FEET EAST OF THE CENTERLINE OF
 TD0569'THE HIGHWAY, 52 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 48
 TD0569'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 5.0 FEET NORTHWEST OF A
 TD0569'POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 TD0569'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TD0569'PROJECTING 0.5 FOOT.
 TD0569
 TD0569                          STATION RECOVERY (1983)
 TD0569
 TD0569'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0103 ***********************************************************************
 RQ0103  DESIGNATION -  F 27
 RQ0103  PID         -  RQ0103
 RQ0103  STATE/COUNTY-  ND/LA MOURE
 RQ0103  USGS QUAD   -  BERLIN (1956)
 RQ0103
 RQ0103                         *CURRENT SURVEY CONTROL
 RQ0103  ___________________________________________________________________
 RQ0103* NAD 83(1986)-  46 28 27.     (N)    098 25 03.     (W)     SCALED    
 RQ0103* NAVD 88     -       406.901  (meters)    1334.97   (feet)  ADJUSTED  
 RQ0103  ___________________________________________________________________
 RQ0103  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 RQ0103  DYNAMIC HT  -         406.906 (meters)    1334.99  (feet)  COMP
 RQ0103  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 RQ0103
 RQ0103  VERT ORDER  -  FIRST     CLASS II
 RQ0103
 RQ0103.The horizontal coordinates were scaled from a topographic map and have
 RQ0103.an estimated accuracy of +/- 6 seconds.
 RQ0103
 RQ0103.The orthometric height was determined by differential leveling
 RQ0103.and adjusted by the National Geodetic Survey in June 1991..
 RQ0103
 RQ0103.The geoid height was determined by GEOID03.
 RQ0103
 RQ0103.The dynamic height is computed by dividing the NAVD 88
 RQ0103.geopotential number by the normal gravity value computed on the
 RQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0103.degrees latitude (g = 980.6199 gals.).
 RQ0103
 RQ0103.The modeled gravity was interpolated from observed gravity values.
 RQ0103
 RQ0103;                    North         East    Units  Estimated Accuracy
 RQ0103;SPC ND S     -    91,880.      759,910.      MT  (+/- 180 meters Scaled)
 RQ0103
 RQ0103                          SUPERSEDED SURVEY CONTROL
 RQ0103
 RQ0103  NGVD 29 (??/??/92)  406.559  (m)         1333.85   (f) ADJ UNCH    1 2
 RQ0103
 RQ0103.Superseded values are not recommended for survey control.
 RQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0103.See file dsdata.txt to determine how the superseded data were derived.
 RQ0103
 RQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS447468(NAD 83)
 RQ0103_MARKER: DB = BENCH MARK DISK
 RQ0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0103_SP_SET: CULVERT
 RQ0103_STAMPING: F 27 1934
 RQ0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0103
 RQ0103  HISTORY     - Date     Condition        Report By
 RQ0103  HISTORY     - 1934     MONUMENTED       CGS
 RQ0103
 RQ0103                          STATION DESCRIPTION
 RQ0103
 RQ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0103'3.3 MI NW FROM GRAND RAPIDS.
 RQ0103'3.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0103'STATION AT GRAND RAPIDS, LA MOURE COUNTY, AT MILEPOST 38, AT A
 RQ0103'CONCRETE BOX CULVERT, IN THE TOP OF THE NORTH CONCRETE HEAD WALL, 5
 RQ0103'FEET WEST OF THE EAST END, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 RQ0103'STANDARD DISK, STAMPED F 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0578 ***********************************************************************
 TD0578  DESIGNATION -  F 270
 TD0578  PID         -  TD0578
 TD0578  STATE/COUNTY-  ND/GRAND FORKS
 TD0578  USGS QUAD   -  FORDVILLE (1979)
 TD0578
 TD0578                         *CURRENT SURVEY CONTROL
 TD0578  ___________________________________________________________________
 TD0578* NAD 83(1986)-  48 09 05.     (N)    097 51 38.     (W)     SCALED    
 TD0578* NAVD 88     -       376.469  (meters)    1235.13   (feet)  ADJUSTED  
 TD0578  ___________________________________________________________________
 TD0578  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0578  DYNAMIC HT  -         376.539 (meters)    1235.36  (feet)  COMP
 TD0578  MODELED GRAV-     980,785.9   (mgal)                       NAVD 88
 TD0578
 TD0578  VERT ORDER  -  SECOND    CLASS 0
 TD0578
 TD0578.The horizontal coordinates were scaled from a topographic map and have
 TD0578.an estimated accuracy of +/- 6 seconds.
 TD0578
 TD0578.The orthometric height was determined by differential leveling
 TD0578.and adjusted by the National Geodetic Survey in June 1991..
 TD0578
 TD0578.The geoid height was determined by GEOID03.
 TD0578
 TD0578.The dynamic height is computed by dividing the NAVD 88
 TD0578.geopotential number by the normal gravity value computed on the
 TD0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0578.degrees latitude (g = 980.6199 gals.).
 TD0578
 TD0578.The modeled gravity was interpolated from observed gravity values.
 TD0578
 TD0578;                    North         East    Units  Estimated Accuracy
 TD0578;SPC ND N     -   131,380.      796,340.      MT  (+/- 180 meters Scaled)
 TD0578
 TD0578                          SUPERSEDED SURVEY CONTROL
 TD0578
 TD0578  NGVD 29 (??/??/92)  376.11   (m)         1234.0    (f) COMPUTED    2 0
 TD0578
 TD0578.Superseded values are not recommended for survey control.
 TD0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0578.See file dsdata.txt to determine how the superseded data were derived.
 TD0578
 TD0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU847337(NAD 83)
 TD0578_MARKER: DB = BENCH MARK DISK
 TD0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0578_SP_SET: CULVERT
 TD0578_STAMPING: F 270 1963
 TD0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0578
 TD0578  HISTORY     - Date     Condition        Report By
 TD0578  HISTORY     - 1963     MONUMENTED       CGS
 TD0578
 TD0578                          STATION DESCRIPTION
 TD0578
 TD0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0578'3.6 MI E FROM DAHLEN.
 TD0578'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0578'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0578'MILES EAST ALONG GRAVELED COUNTY ROAD 1, IN S 17, R 56 W, T 154 N, 105
 TD0578'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 32,
 TD0578'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 6 X
 TD0578'8 FOOT BOX CULVERT, 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TD0578'17.5 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, AND ABOUT 4
 TD0578'FEET BELOW THE LEVEL OF THE EAST-WEST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1076 ***********************************************************************
 TE1076  DESIGNATION -  F 271
 TE1076  PID         -  TE1076
 TE1076  STATE/COUNTY-  ND/RAMSEY
 TE1076  USGS QUAD   -  HAMPDEN (1970)
 TE1076
 TE1076                         *CURRENT SURVEY CONTROL
 TE1076  ___________________________________________________________________
 TE1076* NAD 83(1986)-  48 32 36.     (N)    098 42 34.     (W)     SCALED    
 TE1076* NAVD 88     -       474.699  (meters)    1557.41   (feet)  ADJUSTED  
 TE1076  ___________________________________________________________________
 TE1076  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 TE1076  DYNAMIC HT  -         474.794 (meters)    1557.72  (feet)  COMP
 TE1076  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TE1076
 TE1076  VERT ORDER  -  SECOND    CLASS 0
 TE1076
 TE1076.The horizontal coordinates were scaled from a topographic map and have
 TE1076.an estimated accuracy of +/- 6 seconds.
 TE1076
 TE1076.The orthometric height was determined by differential leveling
 TE1076.and adjusted by the National Geodetic Survey in June 1991..
 TE1076
 TE1076.The geoid height was determined by GEOID03.
 TE1076
 TE1076.The dynamic height is computed by dividing the NAVD 88
 TE1076.geopotential number by the normal gravity value computed on the
 TE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1076.degrees latitude (g = 980.6199 gals.).
 TE1076
 TE1076.The modeled gravity was interpolated from observed gravity values.
 TE1076
 TE1076;                    North         East    Units  Estimated Accuracy
 TE1076;SPC ND N     -   173,130.      732,200.      MT  (+/- 180 meters Scaled)
 TE1076
 TE1076                          SUPERSEDED SURVEY CONTROL
 TE1076
 TE1076  NGVD 29 (??/??/92)  474.306  (m)         1556.12   (f) ADJ UNCH    2 0
 TE1076
 TE1076.Superseded values are not recommended for survey control.
 TE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1076.See file dsdata.txt to determine how the superseded data were derived.
 TE1076
 TE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU214767(NAD 83)
 TE1076_MARKER: DB = BENCH MARK DISK
 TE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1076_STAMPING: F 271 1963
 TE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1076+STABILITY: SURFACE MOTION
 TE1076
 TE1076  HISTORY     - Date     Condition        Report By
 TE1076  HISTORY     - 1963     MONUMENTED       CGS
 TE1076
 TE1076                          STATION DESCRIPTION
 TE1076
 TE1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1076'2.9 MI W FROM HAMPDEN.
 TE1076'ABOUT 2.9 MILES WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1076'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 6, R 62 W, T 158
 TE1076'N, ABOUT 1.0 MILE EAST OF A GRAVELED ROAD INTERSECTION, 177 FEET SOUTH
 TE1076'OF THE CENTER OF THE JUNCTION OF AN ABANDONED DIRT ROAD LEADING SOUTH,
 TE1076'27 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 2.0 FEET WEST OF A
 TE1076'FENCE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE1076'GRAVELED ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE DIRT ROAD, AND SET
 TE1076'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0765 ***********************************************************************
 TE0765  DESIGNATION -  F 272
 TE0765  PID         -  TE0765
 TE0765  STATE/COUNTY-  ND/RAMSEY
 TE0765  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0765
 TE0765                         *CURRENT SURVEY CONTROL
 TE0765  ___________________________________________________________________
 TE0765* NAD 83(1986)-  48 24 48.     (N)    098 47 00.     (W)     SCALED    
 TE0765* NAVD 88     -       454.874  (meters)    1492.37   (feet)  ADJUSTED  
 TE0765  ___________________________________________________________________
 TE0765  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE0765  DYNAMIC HT  -         454.963 (meters)    1492.66  (feet)  COMP
 TE0765  MODELED GRAV-     980,791.4   (mgal)                       NAVD 88
 TE0765
 TE0765  VERT ORDER  -  SECOND    CLASS 0
 TE0765
 TE0765.The horizontal coordinates were scaled from a topographic map and have
 TE0765.an estimated accuracy of +/- 6 seconds.
 TE0765
 TE0765.The orthometric height was determined by differential leveling
 TE0765.and adjusted by the National Geodetic Survey in June 1991..
 TE0765
 TE0765.The geoid height was determined by GEOID03.
 TE0765
 TE0765.The dynamic height is computed by dividing the NAVD 88
 TE0765.geopotential number by the normal gravity value computed on the
 TE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0765.degrees latitude (g = 980.6199 gals.).
 TE0765
 TE0765.The modeled gravity was interpolated from observed gravity values.
 TE0765
 TE0765;                    North         East    Units  Estimated Accuracy
 TE0765;SPC ND N     -   158,560.      727,060.      MT  (+/- 180 meters Scaled)
 TE0765
 TE0765                          SUPERSEDED SURVEY CONTROL
 TE0765
 TE0765  NGVD 29 (??/??/92)  454.490  (m)         1491.11   (f) ADJ UNCH    2 0
 TE0765
 TE0765.Superseded values are not recommended for survey control.
 TE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0765.See file dsdata.txt to determine how the superseded data were derived.
 TE0765
 TE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU160622(NAD 83)
 TE0765_MARKER: DB = BENCH MARK DISK
 TE0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0765_SP_SET: CULVERT
 TE0765_STAMPING: F 272 1963
 TE0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0765
 TE0765  HISTORY     - Date     Condition        Report By
 TE0765  HISTORY     - 1963     MONUMENTED       CGS
 TE0765
 TE0765                          STATION DESCRIPTION
 TE0765
 TE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0765'7.4 MI SE FROM STARKWEATHER.
 TE0765'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0765'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 4.7 MILES EAST ALONG
 TE0765'STATE HIGHWAY 17, IN S 21, R 63 W, T 157 N, ABOUT 0.3 MILE WEST OF A
 TE0765'GRAVELED ROAD INTERSECTION, SET IN THE TOP OF THE WEST END OF THE
 TE0765'SOUTH CONCRETE HEADWALL OF A 30-FOOT CONCRETE BOX CULVERT WITH THREE
 TE0765'DIVIDING PIERS, 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.5
 TE0765'FOOT EAST OF THE WEST END OF THE HEADWALL, ABOUT 2 FEET BELOW THE
 TE0765'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1057 ***********************************************************************
 TE1057  DESIGNATION -  F 273
 TE1057  PID         -  TE1057
 TE1057  STATE/COUNTY-  ND/RAMSEY
 TE1057  USGS QUAD   -  MUNICH SW (1971)
 TE1057
 TE1057                         *CURRENT SURVEY CONTROL
 TE1057  ___________________________________________________________________
 TE1057* NAD 83(1986)-  48 30 55.     (N)    098 55 38.     (W)     SCALED    
 TE1057* NAVD 88     -       460.768  (meters)    1511.70   (feet)  ADJUSTED  
 TE1057  ___________________________________________________________________
 TE1057  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE1057  DYNAMIC HT  -         460.862 (meters)    1512.01  (feet)  COMP
 TE1057  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TE1057
 TE1057  VERT ORDER  -  SECOND    CLASS 0
 TE1057
 TE1057.The horizontal coordinates were scaled from a topographic map and have
 TE1057.an estimated accuracy of +/- 6 seconds.
 TE1057
 TE1057.The orthometric height was determined by differential leveling
 TE1057.and adjusted by the National Geodetic Survey in June 1991..
 TE1057
 TE1057.The geoid height was determined by GEOID03.
 TE1057
 TE1057.The dynamic height is computed by dividing the NAVD 88
 TE1057.geopotential number by the normal gravity value computed on the
 TE1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1057.degrees latitude (g = 980.6199 gals.).
 TE1057
 TE1057.The modeled gravity was interpolated from observed gravity values.
 TE1057
 TE1057;                    North         East    Units  Estimated Accuracy
 TE1057;SPC ND N     -   169,660.      716,180.      MT  (+/- 180 meters Scaled)
 TE1057
 TE1057                          SUPERSEDED SURVEY CONTROL
 TE1057
 TE1057  NGVD 29 (??/??/92)  460.379  (m)         1510.43   (f) ADJ UNCH    2 0
 TE1057
 TE1057.Superseded values are not recommended for survey control.
 TE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1057.See file dsdata.txt to determine how the superseded data were derived.
 TE1057
 TE1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU053735(NAD 83)
 TE1057_MARKER: DB = BENCH MARK DISK
 TE1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1057_STAMPING: F 273 1963
 TE1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1057+STABILITY: SURFACE MOTION
 TE1057
 TE1057  HISTORY     - Date     Condition        Report By
 TE1057  HISTORY     - 1963     MONUMENTED       CGS
 TE1057
 TE1057                          STATION DESCRIPTION
 TE1057
 TE1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1057'IN ST JOE.
 TE1057'ABOUT 0.1 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1057'RAILWAY STATION AT ST. JOE, IN S 8, R 64 W, T 158 N, 253 FEET EAST OF
 TE1057'THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 135 FEET NORTHWEST OF THE
 TE1057'CENTER OF A GRAVELED ROAD INTERSECTION, 130 FEET NORTH OF THE
 TE1057'CENTERLINE OF THE ROAD LEADING WEST, 43 FEET WEST OF THE CENTERLINE OF
 TE1057'THE ROAD LEADING NORTH, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TE1057'3 FEET BELOW THE LEVEL OF THE ROAD LEADING NORTH, AND SET IN THE TOP
 TE1057'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0803 ***********************************************************************
 TE0803  DESIGNATION -  F 274 RESET
 TE0803  PID         -  TE0803
 TE0803  STATE/COUNTY-  ND/RAMSEY
 TE0803  USGS QUAD   -  CRARY NW (1971)
 TE0803
 TE0803                         *CURRENT SURVEY CONTROL
 TE0803  ___________________________________________________________________
 TE0803* NAD 83(1986)-  48 10 50.     (N)    098 39 37.     (W)     SCALED    
 TE0803* NAVD 88     -       453.82   (+/-2cm)    1488.9    (feet)  VERTCON   
 TE0803  ___________________________________________________________________
 TE0803  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE0803
 TE0803  VERT ORDER  -  THIRD (See Below)
 TE0803
 TE0803.The horizontal coordinates were scaled from a topographic map and have
 TE0803.an estimated accuracy of +/- 6 seconds.
 TE0803
 TE0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0803.The vertical order pertains to the NGVD 29 superseded value.
 TE0803
 TE0803.The geoid height was determined by GEOID03.
 TE0803
 TE0803;                    North         East    Units  Estimated Accuracy
 TE0803;SPC ND N     -   132,890.      736,790.      MT  (+/- 180 meters Scaled)
 TE0803
 TE0803                          SUPERSEDED SURVEY CONTROL
 TE0803
 TE0803  NGVD 29 (11/04/04)  453.44   (m)         1487.7    (f) RESET       3  
 TE0803
 TE0803.Superseded values are not recommended for survey control.
 TE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0803.See file dsdata.txt to determine how the superseded data were derived.
 TE0803
 TE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU252364(NAD 83)
 TE0803_MARKER: DB = BENCH MARK DISK
 TE0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0803_STAMPING: F 274 RESET 1972
 TE0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0803+STABILITY: SURFACE MOTION
 TE0803
 TE0803  HISTORY     - Date     Condition        Report By
 TE0803  HISTORY     - 1972     MONUMENTED       NGS
 TE0803
 TE0803                          STATION DESCRIPTION
 TE0803
 TE0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TE0803'2.6 MI N FROM ROHRVILLE.
 TE0803'ABOUT 2.6 MILES NORTH ALONG COUNTY ROAD NO. 3 FROM THE CROSSING OF THE
 TE0803'SOO LINE RAILROAD AT ROHRVILLE, AT A CROSSROAD INTERSECTION, 98 FEET
 TE0803'WEST OF THE CENTER OF COUNTY ROAD 3, 56 FEET NORTH OF THE CENTER OF
 TE0803'THE EAST-WEST ROAD, 47 FEET NORTHWEST OF A TELEPHONE POLE, 1.7 FEET
 TE0803'SOUTH OF A FENCE LINE, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 TE0803'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0837 ***********************************************************************
 TE0837  DESIGNATION -  F 275
 TE0837  PID         -  TE0837
 TE0837  STATE/COUNTY-  ND/RAMSEY
 TE0837  USGS QUAD   -  DERRICK SE (1972)
 TE0837
 TE0837                         *CURRENT SURVEY CONTROL
 TE0837  ___________________________________________________________________
 TE0837* NAD 83(1986)-  48 21 14.     (N)    098 31 50.     (W)     SCALED    
 TE0837* NAVD 88     -       458.928  (meters)    1505.67   (feet)  ADJUSTED  
 TE0837  ___________________________________________________________________
 TE0837  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE0837  DYNAMIC HT  -         459.016 (meters)    1505.95  (feet)  COMP
 TE0837  MODELED GRAV-     980,788.8   (mgal)                       NAVD 88
 TE0837
 TE0837  VERT ORDER  -  SECOND    CLASS 0
 TE0837
 TE0837.The horizontal coordinates were scaled from a topographic map and have
 TE0837.an estimated accuracy of +/- 6 seconds.
 TE0837
 TE0837.The orthometric height was determined by differential leveling
 TE0837.and adjusted by the National Geodetic Survey in June 1991..
 TE0837
 TE0837.The geoid height was determined by GEOID03.
 TE0837
 TE0837.The dynamic height is computed by dividing the NAVD 88
 TE0837.geopotential number by the normal gravity value computed on the
 TE0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0837.degrees latitude (g = 980.6199 gals.).
 TE0837
 TE0837.The modeled gravity was interpolated from observed gravity values.
 TE0837
 TE0837;                    North         East    Units  Estimated Accuracy
 TE0837;SPC ND N     -   152,400.      745,940.      MT  (+/- 180 meters Scaled)
 TE0837
 TE0837                          SUPERSEDED SURVEY CONTROL
 TE0837
 TE0837  NGVD 29 (??/??/92)  458.551  (m)         1504.43   (f) ADJ UNCH    2 0
 TE0837
 TE0837.Superseded values are not recommended for survey control.
 TE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0837.See file dsdata.txt to determine how the superseded data were derived.
 TE0837
 TE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU347557(NAD 83)
 TE0837_MARKER: DB = BENCH MARK DISK
 TE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0837_STAMPING: F 275 1963
 TE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0837+STABILITY: SURFACE MOTION
 TE0837
 TE0837  HISTORY     - Date     Condition        Report By
 TE0837  HISTORY     - 1963     MONUMENTED       CGS
 TE0837
 TE0837                          STATION DESCRIPTION
 TE0837
 TE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0837'7.5 MI SW FROM EDMORE.
 TE0837'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0837'RAILWAY STATION AT EDMORE, THENCE 3.1 MILES WEST ALONG A GRAVELED AND
 TE0837'DIRT ROAD, THENCE 1.6 MILES WEST AND SOUTH ALONG COUNTY ROAD 4, IN S
 TE0837'7, R 61 W, T 156 N, 117 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 TE0837'OF A GRAVELED ROAD LEADING WEST, 88 FEET SOUTH OF THE CENTERLINE OF
 TE0837'THE ROAD LEADING WEST, 78 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 TE0837'4, 2.5 FEET NORTH OF A POWER POLE AND IN LINE WITH A ROW OF POLES, 1.8
 TE0837'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING
 TE0837'WEST, ABOUT 8 FEET BELOW THE LEVEL OF COUNTY ROAD 4, AND SET IN THE
 TE0837'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0899 ***********************************************************************
 TF0899  DESIGNATION -  F 276
 TF0899  PID         -  TF0899
 TF0899  STATE/COUNTY-  ND/WARD
 TF0899  USGS QUAD   -  MINOT NW (1979)
 TF0899
 TF0899                         *CURRENT SURVEY CONTROL
 TF0899  ___________________________________________________________________
 TF0899* NAD 83(1986)-  48 14 50.     (N)    101 23 49.     (W)     SCALED    
 TF0899* NAVD 88     -       483.185  (meters)    1585.25   (feet)  ADJUSTED  
 TF0899  ___________________________________________________________________
 TF0899  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TF0899  DYNAMIC HT  -         483.266 (meters)    1585.52  (feet)  COMP
 TF0899  MODELED GRAV-     980,763.6   (mgal)                       NAVD 88
 TF0899
 TF0899  VERT ORDER  -  FIRST     CLASS II
 TF0899
 TF0899.The horizontal coordinates were scaled from a topographic map and have
 TF0899.an estimated accuracy of +/- 6 seconds.
 TF0899
 TF0899.The orthometric height was determined by differential leveling
 TF0899.and adjusted by the National Geodetic Survey in June 1991..
 TF0899
 TF0899.The geoid height was determined by GEOID03.
 TF0899
 TF0899.The dynamic height is computed by dividing the NAVD 88
 TF0899.geopotential number by the normal gravity value computed on the
 TF0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0899.degrees latitude (g = 980.6199 gals.).
 TF0899
 TF0899.The modeled gravity was interpolated from observed gravity values.
 TF0899
 TF0899;                    North         East    Units  Estimated Accuracy
 TF0899;SPC ND N     -   139,060.      533,390.      MT  (+/- 180 meters Scaled)
 TF0899
 TF0899                          SUPERSEDED SURVEY CONTROL
 TF0899
 TF0899  NGVD 29 (??/??/92)  482.815  (m)         1584.04   (f) ADJ UNCH    1 2
 TF0899
 TF0899.Superseded values are not recommended for survey control.
 TF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0899.See file dsdata.txt to determine how the superseded data were derived.
 TF0899
 TF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU220465(NAD 83)
 TF0899_MARKER: DB = BENCH MARK DISK
 TF0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0899_STAMPING: F 276 1963
 TF0899_MARK LOGO: CGS   
 TF0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0899+STABILITY: SURFACE MOTION
 TF0899
 TF0899  HISTORY     - Date     Condition        Report By
 TF0899  HISTORY     - 1963     MONUMENTED       CGS
 TF0899  HISTORY     - 1981     GOOD             NGS
 TF0899
 TF0899                          STATION DESCRIPTION
 TF0899
 TF0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0899'2.45 MI SE FROM BURLINGTON.
 TF0899'2.45 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0899'BURLINGTON, 2 TELEPHONE POLES NORTHWEST OF MILE POST 474, 280 FEET
 TF0899'SOUTHWEST OF AND ACROSS U.S. HIGHWAY 52 FROM THE SOUTHWEST RAIL OF THE
 TF0899'TRACK, 178 1/2 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 52,
 TF0899'76 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 12 FEET
 TF0899'SOUTHEAST OF A POWER POLE, 2 FEET NORTHEAST OF A FENCE, 2.0 FEET WEST
 TF0899'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS AND HIGHWAY, AND
 TF0899'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF0899
 TF0899                          STATION RECOVERY (1981)
 TF0899
 TF0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1124 ***********************************************************************
 TF1124  DESIGNATION -  F 277
 TF1124  PID         -  TF1124
 TF1124  STATE/COUNTY-  ND/WARD
 TF1124  USGS QUAD   -  HARTLAND (1949)
 TF1124
 TF1124                         *CURRENT SURVEY CONTROL
 TF1124  ___________________________________________________________________
 TF1124* NAD 83(1986)-  48 29 27.     (N)    101 50 58.     (W)     SCALED    
 TF1124* NAVD 88     -       533.907  (meters)    1751.66   (feet)  ADJUSTED  
 TF1124  ___________________________________________________________________
 TF1124  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TF1124  DYNAMIC HT  -         534.005 (meters)    1751.98  (feet)  COMP
 TF1124  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 TF1124
 TF1124  VERT ORDER  -  FIRST     CLASS II
 TF1124
 TF1124.The horizontal coordinates were scaled from a topographic map and have
 TF1124.an estimated accuracy of +/- 6 seconds.
 TF1124
 TF1124.The orthometric height was determined by differential leveling
 TF1124.and adjusted by the National Geodetic Survey in June 1991..
 TF1124
 TF1124.The geoid height was determined by GEOID03.
 TF1124
 TF1124.The dynamic height is computed by dividing the NAVD 88
 TF1124.geopotential number by the normal gravity value computed on the
 TF1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1124.degrees latitude (g = 980.6199 gals.).
 TF1124
 TF1124.The modeled gravity was interpolated from observed gravity values.
 TF1124
 TF1124;                    North         East    Units  Estimated Accuracy
 TF1124;SPC ND N     -   166,630.      500,270.      MT  (+/- 180 meters Scaled)
 TF1124
 TF1124                          SUPERSEDED SURVEY CONTROL
 TF1124
 TF1124  NGVD 29 (??/??/92)  533.504  (m)         1750.34   (f) ADJ UNCH    1 2
 TF1124
 TF1124.Superseded values are not recommended for survey control.
 TF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1124.See file dsdata.txt to determine how the superseded data were derived.
 TF1124
 TF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU894747(NAD 83)
 TF1124_MARKER: DB = BENCH MARK DISK
 TF1124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1124_SP_SET: 24 FT
 TF1124_STAMPING: F 277 1963
 TF1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1124
 TF1124  HISTORY     - Date     Condition        Report By
 TF1124  HISTORY     - 1963     MONUMENTED       CGS
 TF1124
 TF1124                          STATION DESCRIPTION
 TF1124
 TF1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1124'2.15 MI SE FROM DONNYBROOK.
 TF1124'2.15 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1124'DONNYBROOK, 105 FEET EAST AND ACROSS THE ROAD FROM MILE POST 502, 94
 TF1124'FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET SOUTHEAST OF THE CENTER
 TF1124'LINE OF A PRIVATE ROAD, 11 1/2 FEET SOUTHEAST OF A POWER POLE BRACED
 TF1124'BY 2 GUY WIRES, 1 FOOT SOUTHWEST OF A FENCE, 1.5 FEET NORTH OF A METAL
 TF1124'WITNESS POST, ABOUT 1 FOOT BELOW THE TRACKS, AND ON THE TOP OF A
 TF1124'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 TF1124'ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1597 ***********************************************************************
 TF1597  DESIGNATION -  F 278
 TF1597  PID         -  TF1597
 TF1597  STATE/COUNTY-  ND/WARD
 TF1597  USGS QUAD   -  NORMA (1948)
 TF1597
 TF1597                         *CURRENT SURVEY CONTROL
 TF1597  ___________________________________________________________________
 TF1597* NAD 83(1986)-  48 40 35.     (N)    101 58 24.     (W)     SCALED    
 TF1597* NAVD 88     -       583.380  (meters)    1913.97   (feet)  ADJUSTED  
 TF1597  ___________________________________________________________________
 TF1597  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TF1597  DYNAMIC HT  -         583.493 (meters)    1914.34  (feet)  COMP
 TF1597  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TF1597
 TF1597  VERT ORDER  -  SECOND    CLASS 0
 TF1597
 TF1597.The horizontal coordinates were scaled from a topographic map and have
 TF1597.an estimated accuracy of +/- 6 seconds.
 TF1597
 TF1597.The orthometric height was determined by differential leveling
 TF1597.and adjusted by the National Geodetic Survey in June 1991..
 TF1597
 TF1597.The geoid height was determined by GEOID03.
 TF1597
 TF1597.The dynamic height is computed by dividing the NAVD 88
 TF1597.geopotential number by the normal gravity value computed on the
 TF1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1597.degrees latitude (g = 980.6199 gals.).
 TF1597
 TF1597.The modeled gravity was interpolated from observed gravity values.
 TF1597
 TF1597;                    North         East    Units  Estimated Accuracy
 TF1597;SPC ND N     -   187,430.      491,510.      MT  (+/- 180 meters Scaled)
 TF1597
 TF1597                          SUPERSEDED SURVEY CONTROL
 TF1597
 TF1597  NGVD 29 (??/??/92)  582.992  (m)         1912.70   (f) ADJ UNCH    2 0
 TF1597
 TF1597.Superseded values are not recommended for survey control.
 TF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1597.See file dsdata.txt to determine how the superseded data were derived.
 TF1597
 TF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU811957(NAD 83)
 TF1597_MARKER: DB = BENCH MARK DISK
 TF1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1597_STAMPING: F 278 1963
 TF1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1597+STABILITY: SURFACE MOTION
 TF1597
 TF1597  HISTORY     - Date     Condition        Report By
 TF1597  HISTORY     - 1963     MONUMENTED       CGS
 TF1597
 TF1597                          STATION DESCRIPTION
 TF1597
 TF1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1597'6.1 MI E FROM KENMARE.
 TF1597'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1597'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TF1597'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, 72 FEET SOUTHWEST OF
 TF1597'THE CENTER LINE OF A ROAD INTERSECTION, 43 FEET SOUTH OF THE CENTER
 TF1597'LINE OF COUNTY ROAD 2, 58 FEET WEST OF THE CENTER LINE OF A GRAVELED
 TF1597'ROAD, 4 1/2 FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A
 TF1597'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 TF1597'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2000 ***********************************************************************
 TF2000  DESIGNATION -  F 278 RESET
 TF2000  PID         -  TF2000
 TF2000  STATE/COUNTY-  ND/WARD
 TF2000  USGS QUAD   -  NORMA (1948)
 TF2000
 TF2000                         *CURRENT SURVEY CONTROL
 TF2000  ___________________________________________________________________
 TF2000* NAD 83(1986)-  48 40 35.     (N)    101 58 24.     (W)     SCALED    
 TF2000* NAVD 88     -       583.51   (meters)    1914.4    (feet)  RESET     
 TF2000  ___________________________________________________________________
 TF2000  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TF2000
 TF2000  VERT ORDER  -  THIRD
 TF2000
 TF2000.The horizontal coordinates were scaled from a topographic map and have
 TF2000.an estimated accuracy of +/- 6 seconds.
 TF2000
 TF2000.The orthometric height was computed from unverified reset data.
 TF2000.No vertical observational check was made to the station.
 TF2000
 TF2000.The geoid height was determined by GEOID03.
 TF2000
 TF2000;                    North         East    Units  Estimated Accuracy
 TF2000;SPC ND N     -   187,430.      491,510.      MT  (+/- 180 meters Scaled)
 TF2000
 TF2000                          SUPERSEDED SURVEY CONTROL
 TF2000
 TF2000  NGVD 29 (11/04/04)  583.12   (m)         1913.1    (f) RESET       3  
 TF2000
 TF2000.Superseded values are not recommended for survey control.
 TF2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2000.See file dsdata.txt to determine how the superseded data were derived.
 TF2000
 TF2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU811957(NAD 83)
 TF2000_MARKER: DB = BENCH MARK DISK
 TF2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF2000_STAMPING: F 278 RESET 1980
 TF2000_PROJECTION: FLUSH
 TF2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2000+STABILITY: SURFACE MOTION
 TF2000
 TF2000  HISTORY     - Date     Condition        Report By
 TF2000  HISTORY     - 1980     MONUMENTED       LOCENG
 TF2000
 TF2000                          STATION DESCRIPTION
 TF2000
 TF2000'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 TF2000'6.1 MI NE FROM KENMARE.
 TF2000'0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION IN
 TF2000'KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TF2000'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, 110 FEET SOUTHWEST OF
 TF2000'THE CENTERLINE OF A ROAD INTERSECTION, 75 FEET SOUTH OF THE CENTERLINE
 TF2000'OF COUNTY ROAD 2, AND 80 FEET WEST OF THE CENTERLINE OF A GRAVELED
 TF2000'ROAD.
 TF2000'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 TF2000'THE MARK IS 3.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1618 ***********************************************************************
 TF1618  DESIGNATION -  F 279
 TF1618  PID         -  TF1618
 TF1618  STATE/COUNTY-  ND/RENVILLE
 TF1618  USGS QUAD   -  GREENE (1949)
 TF1618
 TF1618                         *CURRENT SURVEY CONTROL
 TF1618  ___________________________________________________________________
 TF1618* NAD 83(1986)-  48 41 26.     (N)    101 41 29.     (W)     SCALED    
 TF1618* NAVD 88     -       527.865  (meters)    1731.84   (feet)  ADJUSTED  
 TF1618  ___________________________________________________________________
 TF1618  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TF1618  DYNAMIC HT  -         527.975 (meters)    1732.20  (feet)  COMP
 TF1618  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 TF1618
 TF1618  VERT ORDER  -  SECOND    CLASS 0
 TF1618
 TF1618.The horizontal coordinates were scaled from a topographic map and have
 TF1618.an estimated accuracy of +/- 6 seconds.
 TF1618
 TF1618.The orthometric height was determined by differential leveling
 TF1618.and adjusted by the National Geodetic Survey in June 1991..
 TF1618
 TF1618.The geoid height was determined by GEOID03.
 TF1618
 TF1618.The dynamic height is computed by dividing the NAVD 88
 TF1618.geopotential number by the normal gravity value computed on the
 TF1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1618.degrees latitude (g = 980.6199 gals.).
 TF1618
 TF1618.The modeled gravity was interpolated from observed gravity values.
 TF1618
 TF1618;                    North         East    Units  Estimated Accuracy
 TF1618;SPC ND N     -   188,640.      512,290.      MT  (+/- 180 meters Scaled)
 TF1618
 TF1618                          SUPERSEDED SURVEY CONTROL
 TF1618
 TF1618  NGVD 29 (??/??/92)  527.502  (m)         1730.65   (f) ADJ UNCH    2 0
 TF1618
 TF1618.Superseded values are not recommended for survey control.
 TF1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1618.See file dsdata.txt to determine how the superseded data were derived.
 TF1618
 TF1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU019965(NAD 83)
 TF1618_MARKER: DB = BENCH MARK DISK
 TF1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1618_STAMPING: F 279 1963
 TF1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1618+STABILITY: SURFACE MOTION
 TF1618
 TF1618  HISTORY     - Date     Condition        Report By
 TF1618  HISTORY     - 1963     MONUMENTED       CGS
 TF1618
 TF1618                          STATION DESCRIPTION
 TF1618
 TF1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1618'2.85 MI N FROM GREENE.
 TF1618'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1618'STATION AT GREENE, THENCE 2.6 MILES NORTH ALONG STATE ROAD 28, 92 FEET
 TF1618'SOUTHWEST OF THE CENTER OF THE JUNCTION WITH A GRAVELED ROAD LEADING
 TF1618'EAST, 78 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.2 MILES SOUTH OF
 TF1618'A SMALL GROVE OF TREES, 54 FEET SOUTH OF THE CENTER LINE OF A TRACK
 TF1618'ROAD, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TF1618'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1618'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0061 ***********************************************************************
 TG0061  DESIGNATION -  F 280
 TG0061  PID         -  TG0061
 TG0061  STATE/COUNTY-  ND/BURKE
 TG0061  USGS QUAD   -  FLAXTON (1947)
 TG0061
 TG0061                         *CURRENT SURVEY CONTROL
 TG0061  ___________________________________________________________________
 TG0061* NAD 83(1986)-  48 55 28.     (N)    102 26 07.     (W)     SCALED    
 TG0061* NAVD 88     -       593.935  (meters)    1948.60   (feet)  ADJUSTED  
 TG0061  ___________________________________________________________________
 TG0061  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG0061  DYNAMIC HT  -         594.068 (meters)    1949.04  (feet)  COMP
 TG0061  MODELED GRAV-     980,814.1   (mgal)                       NAVD 88
 TG0061
 TG0061  VERT ORDER  -  FIRST     CLASS II
 TG0061
 TG0061.The horizontal coordinates were scaled from a topographic map and have
 TG0061.an estimated accuracy of +/- 6 seconds.
 TG0061
 TG0061.The orthometric height was determined by differential leveling
 TG0061.and adjusted by the National Geodetic Survey in June 1991..
 TG0061
 TG0061.The geoid height was determined by GEOID03.
 TG0061
 TG0061.The dynamic height is computed by dividing the NAVD 88
 TG0061.geopotential number by the normal gravity value computed on the
 TG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0061.degrees latitude (g = 980.6199 gals.).
 TG0061
 TG0061.The modeled gravity was interpolated from observed gravity values.
 TG0061
 TG0061;                    North         East    Units  Estimated Accuracy
 TG0061;SPC ND N     -   215,760.      458,190.      MT  (+/- 180 meters Scaled)
 TG0061
 TG0061                          SUPERSEDED SURVEY CONTROL
 TG0061
 TG0061  NGVD 29 (??/??/92)  593.527  (m)         1947.26   (f) ADJ UNCH    1 2
 TG0061
 TG0061.Superseded values are not recommended for survey control.
 TG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0061.See file dsdata.txt to determine how the superseded data were derived.
 TG0061
 TG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ878222(NAD 83)
 TG0061_MARKER: DB = BENCH MARK DISK
 TG0061_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0061_SP_SET: 16 FT
 TG0061_STAMPING: F 280 1963
 TG0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0061
 TG0061  HISTORY     - Date     Condition        Report By
 TG0061  HISTORY     - 1963     MONUMENTED       CGS
 TG0061
 TG0061                          STATION DESCRIPTION
 TG0061
 TG0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0061'2.6 MI NW FROM FLAXTON.
 TG0061'ABOUT 2.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0061'AT FLAXTON, IN SECTION 24, T 163 N, R 91 W, 4 POLES SOUTHWEST OF A
 TG0061'CROSSING OF THE RAILROAD AND A ROAD, ACROSS THE TRACK FROM MILE POST
 TG0061'543, 98 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 227 FEET EAST OF THE
 TG0061'CENTER LINE OF A NORTH-SOUTH ROAD, 7 FEET SOUTHEAST OF A TELEPHONE
 TG0061'POLE, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TG0061'RAILS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 TG0061'TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 5
 TG0061'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0291 ***********************************************************************
 TG0291  DESIGNATION -  F 281
 TG0291  PID         -  TG0291
 TG0291  STATE/COUNTY-  ND/WARD
 TG0291  USGS QUAD   -  BOWBELLS SE (1949)
 TG0291
 TG0291                         *CURRENT SURVEY CONTROL
 TG0291  ___________________________________________________________________
 TG0291* NAD 83(1986)-  48 48 25.     (N)    102 05 14.     (W)     SCALED    
 TG0291* NAVD 88     -       582.248  (meters)    1910.26   (feet)  ADJUSTED  
 TG0291  ___________________________________________________________________
 TG0291  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TG0291  DYNAMIC HT  -         582.369 (meters)    1910.66  (feet)  COMP
 TG0291  MODELED GRAV-     980,799.3   (mgal)                       NAVD 88
 TG0291
 TG0291  VERT ORDER  -  SECOND    CLASS 0
 TG0291
 TG0291.The horizontal coordinates were scaled from a topographic map and have
 TG0291.an estimated accuracy of +/- 6 seconds.
 TG0291
 TG0291.The orthometric height was determined by differential leveling
 TG0291.and adjusted by the National Geodetic Survey in June 1991..
 TG0291
 TG0291.The geoid height was determined by GEOID03.
 TG0291
 TG0291.The dynamic height is computed by dividing the NAVD 88
 TG0291.geopotential number by the normal gravity value computed on the
 TG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0291.degrees latitude (g = 980.6199 gals.).
 TG0291
 TG0291.The modeled gravity was interpolated from observed gravity values.
 TG0291
 TG0291;                    North         East    Units  Estimated Accuracy
 TG0291;SPC ND N     -   202,110.      483,420.      MT  (+/- 180 meters Scaled)
 TG0291
 TG0291                          SUPERSEDED SURVEY CONTROL
 TG0291
 TG0291  NGVD 29 (??/??/92)  581.845  (m)         1908.94   (f) ADJ UNCH    2 0
 TG0291
 TG0291.Superseded values are not recommended for survey control.
 TG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0291.See file dsdata.txt to determine how the superseded data were derived.
 TG0291
 TG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ138100(NAD 83)
 TG0291_MARKER: DB = BENCH MARK DISK
 TG0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0291_STAMPING: F 281 1963
 TG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0291+STABILITY: SURFACE MOTION
 TG0291
 TG0291  HISTORY     - Date     Condition        Report By
 TG0291  HISTORY     - 1963     MONUMENTED       CGS
 TG0291  HISTORY     - 1983     GOOD             NGS
 TG0291
 TG0291                          STATION DESCRIPTION
 TG0291
 TG0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0291'7.65 MI E FROM BOWBELLS.
 TG0291'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0291'RAILROAD STATION AT BOWBELLS, THENCE 7.05 MILES EAST ALONG U.S.
 TG0291'HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 4, T 161 N, R 88 W, AT THE
 TG0291'SOUTH POINT OF A TRIANGLE FORMED BY ROADS, 86 FEET NORTHEAST OF THE
 TG0291'CENTER LINE OF THE HIGHWAY, 54 FEET WEST OF THE CENTER LINE OF THE OLD
 TG0291'NORTH-SOUTH HIGHWAY, 24 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET
 TG0291'SOUTH OF A FENCE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TG0291'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TG0291'PROJECTING 2-INCHES.
 TG0291
 TG0291                          STATION RECOVERY (1983)
 TG0291
 TG0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0291'THIS MARK IS DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1730 ***********************************************************************
 TG1730  DESIGNATION -  F 281 RESET
 TG1730  PID         -  TG1730
 TG1730  STATE/COUNTY-  ND/WARD
 TG1730  USGS QUAD   -  BOWBELLS SE (1949)
 TG1730
 TG1730                         *CURRENT SURVEY CONTROL
 TG1730  ___________________________________________________________________
 TG1730* NAD 83(1986)-  48 48 25.     (N)    102 05 14.     (W)     SCALED    
 TG1730* NAVD 88     -       582.99   (meters)    1912.7    (feet)  RESET     
 TG1730  ___________________________________________________________________
 TG1730  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TG1730
 TG1730  VERT ORDER  -  THIRD
 TG1730
 TG1730.The horizontal coordinates were scaled from a topographic map and have
 TG1730.an estimated accuracy of +/- 6 seconds.
 TG1730
 TG1730.The orthometric height was computed from unverified reset data.
 TG1730.No vertical observational check was made to the station.
 TG1730
 TG1730.The geoid height was determined by GEOID03.
 TG1730
 TG1730;                    North         East    Units  Estimated Accuracy
 TG1730;SPC ND N     -   202,110.      483,420.      MT  (+/- 180 meters Scaled)
 TG1730
 TG1730                          SUPERSEDED SURVEY CONTROL
 TG1730
 TG1730  NGVD 29 (11/04/04)  582.59   (m)         1911.4    (f) RESET       3  
 TG1730
 TG1730.Superseded values are not recommended for survey control.
 TG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1730.See file dsdata.txt to determine how the superseded data were derived.
 TG1730
 TG1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ138100(NAD 83)
 TG1730_MARKER: DB = BENCH MARK DISK
 TG1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1730_STAMPING: F 281 RESET 1983
 TG1730_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1730+STABILITY: SURFACE MOTION
 TG1730
 TG1730  HISTORY     - Date     Condition        Report By
 TG1730  HISTORY     - 1983     MONUMENTED       NGS
 TG1730
 TG1730                          STATION DESCRIPTION
 TG1730
 TG1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1730'12.4 KM (7.7 MI) EAST FROM BOWBELLS.
 TG1730'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1730'IN BOWBELLS, THENCE 11.4 KM (7.1 MI) EAST ALONG HIGHWAY 52, THENCE
 TG1730'0.1 KM (0.05 MI) SOUTHEAST, 30.5 METERS (100.0 FEET) SOUTHWEST
 TG1730'OF THE CENTER OF THE HIGHWAY, AND 25.9 METERS (85.0 FEET) NORTH
 TG1730'OF AN EAST-WEST BRUSH ROW.
 TG1730'THE MARK IS 1.0 FT  SSE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0311 ***********************************************************************
 TG0311  DESIGNATION -  F 282
 TG0311  PID         -  TG0311
 TG0311  STATE/COUNTY-  ND/WARD
 TG0311  USGS QUAD   -  KENMARE (1981)
 TG0311
 TG0311                         *CURRENT SURVEY CONTROL
 TG0311  ___________________________________________________________________
 TG0311* NAD 83(1986)-  48 42 43.     (N)    102 04 58.     (W)     SCALED    
 TG0311* NAVD 88     -       579.922  (meters)    1902.63   (feet)  ADJUSTED  
 TG0311  ___________________________________________________________________
 TG0311  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TG0311  DYNAMIC HT  -         580.036 (meters)    1903.00  (feet)  COMP
 TG0311  MODELED GRAV-     980,789.2   (mgal)                       NAVD 88
 TG0311
 TG0311  VERT ORDER  -  SECOND    CLASS 0
 TG0311
 TG0311.The horizontal coordinates were scaled from a topographic map and have
 TG0311.an estimated accuracy of +/- 6 seconds.
 TG0311
 TG0311.The orthometric height was determined by differential leveling
 TG0311.and adjusted by the National Geodetic Survey in June 1991..
 TG0311
 TG0311.The geoid height was determined by GEOID03.
 TG0311
 TG0311.The dynamic height is computed by dividing the NAVD 88
 TG0311.geopotential number by the normal gravity value computed on the
 TG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0311.degrees latitude (g = 980.6199 gals.).
 TG0311
 TG0311.The modeled gravity was interpolated from observed gravity values.
 TG0311
 TG0311;                    North         East    Units  Estimated Accuracy
 TG0311;SPC ND N     -   191,540.      483,530.      MT  (+/- 180 meters Scaled)
 TG0311
 TG0311                          SUPERSEDED SURVEY CONTROL
 TG0311
 TG0311  NGVD 29 (??/??/92)  579.520  (m)         1901.31   (f) ADJ UNCH    2 0
 TG0311
 TG0311.Superseded values are not recommended for survey control.
 TG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0311.See file dsdata.txt to determine how the superseded data were derived.
 TG0311
 TG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP145995(NAD 83)
 TG0311_MARKER: DB = BENCH MARK DISK
 TG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0311_STAMPING: F 282 1963
 TG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0311+STABILITY: SURFACE MOTION
 TG0311
 TG0311  HISTORY     - Date     Condition        Report By
 TG0311  HISTORY     - 1963     MONUMENTED       CGS
 TG0311
 TG0311                          STATION DESCRIPTION
 TG0311
 TG0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0311'3.55 MI N FROM KENMARE.
 TG0311'ABOUT 3.55 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0311'KENMARE, IN SECTION 6, T 160 N, R 88 W, AT THE CROSSING OF U.S.
 TG0311'HIGHWAY 52, 7 POLES NORTH OF MILE POST 603, 137 FEET NORTHWEST OF THE
 TG0311'NORTHWEST RAIL, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2
 TG0311'FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TG0311'LEVEL WITH THE RAIL AND HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TG0311'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1404 ***********************************************************************
 TF1404  DESIGNATION -  F 283
 TF1404  PID         -  TF1404
 TF1404  STATE/COUNTY-  ND/RENVILLE
 TF1404  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1404
 TF1404                         *CURRENT SURVEY CONTROL
 TF1404  ___________________________________________________________________
 TF1404* NAD 83(1986)-  48 45 47.     (N)    101 48 10.     (W)     SCALED    
 TF1404* NAVD 88     -       542.006  (meters)    1778.23   (feet)  ADJUSTED  
 TF1404  ___________________________________________________________________
 TF1404  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 TF1404  DYNAMIC HT  -         542.129 (meters)    1778.63  (feet)  COMP
 TF1404  MODELED GRAV-     980,818.9   (mgal)                       NAVD 88
 TF1404
 TF1404  VERT ORDER  -  SECOND    CLASS 0
 TF1404
 TF1404.The horizontal coordinates were scaled from a topographic map and have
 TF1404.an estimated accuracy of +/- 6 seconds.
 TF1404
 TF1404.The orthometric height was determined by differential leveling
 TF1404.and adjusted by the National Geodetic Survey in June 1991..
 TF1404
 TF1404.The geoid height was determined by GEOID03.
 TF1404
 TF1404.The dynamic height is computed by dividing the NAVD 88
 TF1404.geopotential number by the normal gravity value computed on the
 TF1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1404.degrees latitude (g = 980.6199 gals.).
 TF1404
 TF1404.The modeled gravity was interpolated from observed gravity values.
 TF1404
 TF1404;                    North         East    Units  Estimated Accuracy
 TF1404;SPC ND N     -   196,840.      504,230.      MT  (+/- 180 meters Scaled)
 TF1404
 TF1404                          SUPERSEDED SURVEY CONTROL
 TF1404
 TF1404  NGVD 29 (??/??/92)  541.632  (m)         1777.00   (f) ADJ UNCH    2 0
 TF1404
 TF1404.Superseded values are not recommended for survey control.
 TF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1404.See file dsdata.txt to determine how the superseded data were derived.
 TF1404
 TF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV940049(NAD 83)
 TF1404_MARKER: DB = BENCH MARK DISK
 TF1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1404_STAMPING: F 283 1963
 TF1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1404+STABILITY: SURFACE MOTION
 TF1404
 TF1404  HISTORY     - Date     Condition        Report By
 TF1404  HISTORY     - 1963     MONUMENTED       CGS
 TF1404
 TF1404                          STATION DESCRIPTION
 TF1404
 TF1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1404'13.35 MI W FROM MOHALL.
 TF1404'ABOUT 13.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1404'MOHALL, IN SECTION 22, T 161 N, R 86 W, AT THE JUNCTION WITH A ROAD
 TF1404'LEADING NORTH, 1.0 MILES WEST OF THE MOUSE RIVER, 98 FEET SOUTH OF THE
 TF1404'HIGHWAY, 31 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD LEADING
 TF1404'NORTH, 4 1/2 FEET WEST OF A TELEPHONE POLE, 20 FEET EAST OF A WHITE
 TF1404'WOODEN POST, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TF1404'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TF1404'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0687 ***********************************************************************
 TF0687  DESIGNATION -  F 284
 TF0687  PID         -  TF0687
 TF0687  STATE/COUNTY-  ND/BOTTINEAU
 TF0687  USGS QUAD   -  KUROKI (1951)
 TF0687
 TF0687                         *CURRENT SURVEY CONTROL
 TF0687  ___________________________________________________________________
 TF0687* NAD 83(1986)-  48 52 44.     (N)    101 10 07.     (W)     SCALED    
 TF0687* NAVD 88     -       457.731  (meters)    1501.74   (feet)  ADJUSTED  
 TF0687  ___________________________________________________________________
 TF0687  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0687  DYNAMIC HT  -         457.838 (meters)    1502.09  (feet)  COMP
 TF0687  MODELED GRAV-     980,830.0   (mgal)                       NAVD 88
 TF0687
 TF0687  VERT ORDER  -  SECOND    CLASS 0
 TF0687
 TF0687.The horizontal coordinates were scaled from a topographic map and have
 TF0687.an estimated accuracy of +/- 6 seconds.
 TF0687
 TF0687.The orthometric height was determined by differential leveling
 TF0687.and adjusted by the National Geodetic Survey in June 1991..
 TF0687
 TF0687.The geoid height was determined by GEOID03.
 TF0687
 TF0687.The dynamic height is computed by dividing the NAVD 88
 TF0687.geopotential number by the normal gravity value computed on the
 TF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0687.degrees latitude (g = 980.6199 gals.).
 TF0687
 TF0687.The modeled gravity was interpolated from observed gravity values.
 TF0687
 TF0687;                    North         East    Units  Estimated Accuracy
 TF0687;SPC ND N     -   209,120.      550,960.      MT  (+/- 180 meters Scaled)
 TF0687
 TF0687                          SUPERSEDED SURVEY CONTROL
 TF0687
 TF0687  NGVD 29 (??/??/92)  457.373  (m)         1500.56   (f) ADJ UNCH    2 0
 TF0687
 TF0687.Superseded values are not recommended for survey control.
 TF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0687.See file dsdata.txt to determine how the superseded data were derived.
 TF0687
 TF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV410162(NAD 83)
 TF0687_MARKER: DB = BENCH MARK DISK
 TF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0687_STAMPING: F 284 1963
 TF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0687+STABILITY: SURFACE MOTION
 TF0687
 TF0687  HISTORY     - Date     Condition        Report By
 TF0687  HISTORY     - 1963     MONUMENTED       CGS
 TF0687
 TF0687                          STATION DESCRIPTION
 TF0687
 TF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0687'4.7 MI S FROM KUROKI.
 TF0687'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0687'RAILWAY STATION AT KUROKI, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 TF0687'AT A ROAD INTERSECTION, IN SECTION 3, T 162 N, R 81 W, 0.1 MILE
 TF0687'SOUTHWEST OF A FARM HOUSE, 60 FEET NORTH OF THE CENTER LINE OF THE
 TF0687'ROAD, 31 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 8 FEET
 TF0687'EAST OF A FENCE CORNER, 3 1/2 FEET WEST OF A TELEPHONE POLE, 2 FEET
 TF0687'SOUTH OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 TF0687'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0687'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0860 ***********************************************************************
 TF0860  DESIGNATION -  F 285
 TF0860  PID         -  TF0860
 TF0860  STATE/COUNTY-  ND/BOTTINEAU
 TF0860  USGS QUAD   -  ANTLER NW (1950)
 TF0860
 TF0860                         *CURRENT SURVEY CONTROL
 TF0860  ___________________________________________________________________
 TF0860* NAD 83(1986)-  48 55 20.     (N)    101 25 53.     (W)     SCALED    
 TF0860* NAVD 88     -       482.345  (meters)    1582.49   (feet)  ADJUSTED  
 TF0860  ___________________________________________________________________
 TF0860  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 TF0860  DYNAMIC HT  -         482.458 (meters)    1582.86  (feet)  COMP
 TF0860  MODELED GRAV-     980,829.4   (mgal)                       NAVD 88
 TF0860
 TF0860  VERT ORDER  -  SECOND    CLASS 0
 TF0860
 TF0860.The horizontal coordinates were scaled from a topographic map and have
 TF0860.an estimated accuracy of +/- 6 seconds.
 TF0860
 TF0860.The orthometric height was determined by differential leveling
 TF0860.and adjusted by the National Geodetic Survey in June 1991..
 TF0860
 TF0860.The geoid height was determined by GEOID03.
 TF0860
 TF0860.The dynamic height is computed by dividing the NAVD 88
 TF0860.geopotential number by the normal gravity value computed on the
 TF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0860.degrees latitude (g = 980.6199 gals.).
 TF0860
 TF0860.The modeled gravity was interpolated from observed gravity values.
 TF0860
 TF0860;                    North         East    Units  Estimated Accuracy
 TF0860;SPC ND N     -   214,140.      531,740.      MT  (+/- 180 meters Scaled)
 TF0860
 TF0860                          SUPERSEDED SURVEY CONTROL
 TF0860
 TF0860  NGVD 29 (??/??/92)  481.998  (m)         1581.36   (f) ADJ UNCH    2 0
 TF0860
 TF0860.Superseded values are not recommended for survey control.
 TF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0860.See file dsdata.txt to determine how the superseded data were derived.
 TF0860
 TF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV218216(NAD 83)
 TF0860_MARKER: DB = BENCH MARK DISK
 TF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0860_STAMPING: F 285 1963
 TF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0860+STABILITY: SURFACE MOTION
 TF0860
 TF0860  HISTORY     - Date     Condition        Report By
 TF0860  HISTORY     - 1963     MONUMENTED       CGS
 TF0860
 TF0860                          STATION DESCRIPTION
 TF0860
 TF0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0860'10.05 MI SW FROM ANTLER.
 TF0860'ABOUT 0.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0860'RAILWAY STATION AT ANTLER, THENCE 6.8 MILES WEST ALONG A GRAVELED
 TF0860'ROAD, THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 22, T
 TF0860'163 N, R 83 W, AT A ROAD INTERSECTION, 90 FEET EAST OF THE CENTER LINE
 TF0860'OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 22
 TF0860'1/2 FEET EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 1.5 FEET
 TF0860'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD
 TF0860'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1450 ***********************************************************************
 TF1450  DESIGNATION -  F 286
 TF1450  PID         -  TF1450
 TF1450  STATE/COUNTY-  ND/RENVILLE
 TF1450  USGS QUAD   -  MOHALL (1980)
 TF1450
 TF1450                         *CURRENT SURVEY CONTROL
 TF1450  ___________________________________________________________________
 TF1450* NAD 83(1986)-  48 51 53.     (N)    101 35 01.     (W)     SCALED    
 TF1450* NAVD 88     -       496.274  (meters)    1628.19   (feet)  ADJUSTED  
 TF1450  ___________________________________________________________________
 TF1450  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF1450  DYNAMIC HT  -         496.385 (meters)    1628.56  (feet)  COMP
 TF1450  MODELED GRAV-     980,818.0   (mgal)                       NAVD 88
 TF1450
 TF1450  VERT ORDER  -  SECOND    CLASS 0
 TF1450
 TF1450.The horizontal coordinates were scaled from a topographic map and have
 TF1450.an estimated accuracy of +/- 6 seconds.
 TF1450
 TF1450.The orthometric height was determined by differential leveling
 TF1450.and adjusted by the National Geodetic Survey in June 1991..
 TF1450
 TF1450.The geoid height was determined by GEOID03.
 TF1450
 TF1450.The dynamic height is computed by dividing the NAVD 88
 TF1450.geopotential number by the normal gravity value computed on the
 TF1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1450.degrees latitude (g = 980.6199 gals.).
 TF1450
 TF1450.The modeled gravity was interpolated from observed gravity values.
 TF1450
 TF1450;                    North         East    Units  Estimated Accuracy
 TF1450;SPC ND N     -   207,890.      520,500.      MT  (+/- 180 meters Scaled)
 TF1450
 TF1450                          SUPERSEDED SURVEY CONTROL
 TF1450
 TF1450  NGVD 29 (??/??/92)  495.908  (m)         1626.99   (f) ADJ UNCH    2 0
 TF1450
 TF1450.Superseded values are not recommended for survey control.
 TF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1450.See file dsdata.txt to determine how the superseded data were derived.
 TF1450
 TF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV105156(NAD 83)
 TF1450_MARKER: DB = BENCH MARK DISK
 TF1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1450_STAMPING: F 286 1963
 TF1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1450+STABILITY: SURFACE MOTION
 TF1450
 TF1450  HISTORY     - Date     Condition        Report By
 TF1450  HISTORY     - 1963     MONUMENTED       CGS
 TF1450
 TF1450                          STATION DESCRIPTION
 TF1450
 TF1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1450'10.35 MI NW FROM MOHALL.
 TF1450'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1450'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 3.0 MILES
 TF1450'WEST ALONG COUNTY ROAD 4, 0.7 MILES WEST OF A RAILROAD CROSSING AT THE
 TF1450'WEST EDGE OF THE SMALL COMMUNITY OF LORAINE, 125 FEET NORTHEAST OF THE
 TF1450'CENTER OF A ROAD INTERSECTION, 86 FEET NORTH OF THE CENTER LINE OF THE
 TF1450'ROAD, 90 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 TF1450'NORTH, 10 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 TF1450'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET
 TF1450'IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1688 ***********************************************************************
 TF1688  DESIGNATION -  F 287
 TF1688  PID         -  TF1688
 TF1688  STATE/COUNTY-  ND/RENVILLE
 TF1688  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1688
 TF1688                         *CURRENT SURVEY CONTROL
 TF1688  ___________________________________________________________________
 TF1688* NAD 83(1986)-  48 51 55.     (N)    101 48 09.     (W)     SCALED    
 TF1688* NAVD 88     -       539.274  (meters)    1769.27   (feet)  ADJUSTED  
 TF1688  ___________________________________________________________________
 TF1688  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 TF1688  DYNAMIC HT  -         539.391 (meters)    1769.65  (feet)  COMP
 TF1688  MODELED GRAV-     980,809.8   (mgal)                       NAVD 88
 TF1688
 TF1688  VERT ORDER  -  SECOND    CLASS 0
 TF1688
 TF1688.The horizontal coordinates were scaled from a topographic map and have
 TF1688.an estimated accuracy of +/- 6 seconds.
 TF1688
 TF1688.The orthometric height was determined by differential leveling
 TF1688.and adjusted by the National Geodetic Survey in June 1991..
 TF1688
 TF1688.The geoid height was determined by GEOID03.
 TF1688
 TF1688.The dynamic height is computed by dividing the NAVD 88
 TF1688.geopotential number by the normal gravity value computed on the
 TF1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1688.degrees latitude (g = 980.6199 gals.).
 TF1688
 TF1688.The modeled gravity was interpolated from observed gravity values.
 TF1688
 TF1688;                    North         East    Units  Estimated Accuracy
 TF1688;SPC ND N     -   208,200.      504,440.      MT  (+/- 180 meters Scaled)
 TF1688
 TF1688                          SUPERSEDED SURVEY CONTROL
 TF1688
 TF1688  NGVD 29 (??/??/92)  538.900  (m)         1768.04   (f) ADJ UNCH    2 0
 TF1688
 TF1688.Superseded values are not recommended for survey control.
 TF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1688.See file dsdata.txt to determine how the superseded data were derived.
 TF1688
 TF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV944162(NAD 83)
 TF1688_MARKER: DB = BENCH MARK DISK
 TF1688_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1688_SP_SET: 12 1/2 FEET
 TF1688_STAMPING: F 287 1963
 TF1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1688
 TF1688  HISTORY     - Date     Condition        Report By
 TF1688  HISTORY     - 1963     MONUMENTED       CGS
 TF1688
 TF1688                          STATION DESCRIPTION
 TF1688
 TF1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1688'12.1 MI NE FROM TOLLEY.
 TF1688'ABOUT 0.25 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1688'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1688'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1688'ALONG A DIRT ROAD, THENCE 4.4 MILES NORTH ALONG COUNTY ROAD 3, THENCE
 TF1688'1.0 MILE EAST ALONG COUNTY ROAD 4, IN SECTION 11, T 162 N, R 86 W, AT
 TF1688'A ROAD JUNCTION, 121 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 4,
 TF1688'36 1/2 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 TF1688'60 1/2 FEET NORTHWEST OF A POWER POLE, 85 FEET NORTH OF A 12-INCH
 TF1688'COTTONWOOD TREE WHICH IS IN THE SOUTHWEST CORNER OF A GROVE OF TREES,
 TF1688'1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TF1688'4 FEET BELOW THE LEVEL OF THE ROADS, AND ON THE TOP OF A 5/8-INCH
 TF1688'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND IS
 TF1688'ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.  NOTE-- THIS MARK IS
 TF1688'ALSO ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC
 TF1688'CHURCH AT SHERWOOD, THENCE 8.0 MILES WEST ALONG COUNTY ROAD 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0867 ***********************************************************************
 SL0867  DESIGNATION -  F 288 RESET
 SL0867  PID         -  SL0867
 SL0867  STATE/COUNTY-  ND/NELSON
 SL0867  USGS QUAD   -  ANETA (1967)
 SL0867
 SL0867                         *CURRENT SURVEY CONTROL
 SL0867  ___________________________________________________________________
 SL0867* NAD 83(1986)-  47 40 21.     (N)    097 59 17.     (W)     SCALED    
 SL0867* NAVD 88     -       459.64   (+/-2cm)    1508.0    (feet)  VERTCON   
 SL0867  ___________________________________________________________________
 SL0867  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 SL0867
 SL0867  VERT ORDER  -  THIRD (See Below)
 SL0867
 SL0867.The horizontal coordinates were scaled from a topographic map and have
 SL0867.an estimated accuracy of +/- 6 seconds.
 SL0867
 SL0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0867.The vertical order pertains to the NGVD 29 superseded value.
 SL0867
 SL0867.The geoid height was determined by GEOID03.
 SL0867
 SL0867;                    North         East    Units  Estimated Accuracy
 SL0867;SPC ND N     -    77,850.      788,600.      MT  (+/- 180 meters Scaled)
 SL0867
 SL0867                          SUPERSEDED SURVEY CONTROL
 SL0867
 SL0867  NGVD 29 (11/04/04)  459.27   (m)         1506.8    (f) RESET       3  
 SL0867
 SL0867.Superseded values are not recommended for survey control.
 SL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0867.See file dsdata.txt to determine how the superseded data were derived.
 SL0867
 SL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT759803(NAD 83)
 SL0867_MARKER: DB = BENCH MARK DISK
 SL0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0867_STAMPING: F 288 RESET 1968
 SL0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0867+STABILITY: SURFACE MOTION
 SL0867
 SL0867  HISTORY     - Date     Condition        Report By
 SL0867  HISTORY     - 1968     MONUMENTED       CGS
 SL0867
 SL0867                          STATION DESCRIPTION
 SL0867
 SL0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SL0867'0.7 MI SW FROM ANETA.
 SL0867'0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SL0867'STATION IN ANETA, THENCE SOUTH ALONG STATE HIGHWAY 32 FOR 0.5 MILE,
 SL0867'100 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 32, 125 FEET NORTH OF
 SL0867'CENTERLINE OF SECTION LINE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 SL0867'POST.  SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 SL0867'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0295 ***********************************************************************
 SM0295  DESIGNATION -  F 289
 SM0295  PID         -  SM0295
 SM0295  STATE/COUNTY-  ND/NELSON
 SM0295  USGS QUAD   -  KLOTEN NW (1961)
 SM0295
 SM0295                         *CURRENT SURVEY CONTROL
 SM0295  ___________________________________________________________________
 SM0295* NAD 83(1986)-  47 42 32.     (N)    098 10 55.     (W)     SCALED    
 SM0295* NAVD 88     -       446.529  (meters)    1464.99   (feet)  ADJUSTED  
 SM0295  ___________________________________________________________________
 SM0295  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SM0295  DYNAMIC HT  -         446.599 (meters)    1465.22  (feet)  COMP
 SM0295  MODELED GRAV-     980,755.4   (mgal)                       NAVD 88
 SM0295
 SM0295  VERT ORDER  -  SECOND    CLASS 0
 SM0295
 SM0295.The horizontal coordinates were scaled from a topographic map and have
 SM0295.an estimated accuracy of +/- 6 seconds.
 SM0295
 SM0295.The orthometric height was determined by differential leveling
 SM0295.and adjusted by the National Geodetic Survey in June 1991..
 SM0295
 SM0295.The geoid height was determined by GEOID03.
 SM0295
 SM0295.The dynamic height is computed by dividing the NAVD 88
 SM0295.geopotential number by the normal gravity value computed on the
 SM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0295.degrees latitude (g = 980.6199 gals.).
 SM0295
 SM0295.The modeled gravity was interpolated from observed gravity values.
 SM0295
 SM0295;                    North         East    Units  Estimated Accuracy
 SM0295;SPC ND N     -    81,430.      773,920.      MT  (+/- 180 meters Scaled)
 SM0295
 SM0295                          SUPERSEDED SURVEY CONTROL
 SM0295
 SM0295  NGVD 29 (??/??/92)  446.174  (m)         1463.82   (f) ADJ UNCH    2 0
 SM0295
 SM0295.Superseded values are not recommended for survey control.
 SM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0295.See file dsdata.txt to determine how the superseded data were derived.
 SM0295
 SM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT613842(NAD 83)
 SM0295_MARKER: DB = BENCH MARK DISK
 SM0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0295_STAMPING: F 289 1963
 SM0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0295+STABILITY: SURFACE MOTION
 SM0295
 SM0295  HISTORY     - Date     Condition        Report By
 SM0295  HISTORY     - 1963     MONUMENTED       CGS
 SM0295
 SM0295                          STATION DESCRIPTION
 SM0295
 SM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0295'5.3 MI S FROM MCVILLE.
 SM0295'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0295'AT MCVILLE, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD 35 TO THE
 SM0295'JUNCTION WITH A ROAD LEADING WEST, THENCE 1.0 MILE WEST TO THE CREST
 SM0295'OF A SMALL HILL, 200 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 SM0295'ROAD, 71 FEET NORTH OF THE CENTER OF A ROAD JUNCTION, 20 FEET WEST OF
 SM0295'A FENCE, 35 FEET NORTH OF A FENCE CORNER, 1.0 FOOT SOUTHWEST OF A
 SM0295'METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN
 SM0295'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0558 ***********************************************************************
 RP0558  DESIGNATION -  F 29
 RP0558  PID         -  RP0558
 RP0558  STATE/COUNTY-  ND/RANSOM
 RP0558  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0558
 RP0558                         *CURRENT SURVEY CONTROL
 RP0558  ___________________________________________________________________
 RP0558* NAD 83(1986)-  46 34 22.     (N)    097 32 29.     (W)     SCALED    
 RP0558* NAVD 88     -       336.813  (meters)    1105.03   (feet)  ADJUSTED  
 RP0558  ___________________________________________________________________
 RP0558  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 RP0558  DYNAMIC HT  -         336.828 (meters)    1105.08  (feet)  COMP
 RP0558  MODELED GRAV-     980,649.2   (mgal)                       NAVD 88
 RP0558
 RP0558  VERT ORDER  -  SECOND    CLASS 0
 RP0558
 RP0558.The horizontal coordinates were scaled from a topographic map and have
 RP0558.an estimated accuracy of +/- 6 seconds.
 RP0558
 RP0558.The orthometric height was determined by differential leveling
 RP0558.and adjusted by the National Geodetic Survey in June 1991..
 RP0558
 RP0558.The geoid height was determined by GEOID03.
 RP0558
 RP0558.The dynamic height is computed by dividing the NAVD 88
 RP0558.geopotential number by the normal gravity value computed on the
 RP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0558.degrees latitude (g = 980.6199 gals.).
 RP0558
 RP0558.The modeled gravity was interpolated from observed gravity values.
 RP0558
 RP0558;                    North         East    Units  Estimated Accuracy
 RP0558;SPC ND S     -   104,990.      826,740.      MT  (+/- 180 meters Scaled)
 RP0558
 RP0558                          SUPERSEDED SURVEY CONTROL
 RP0558
 RP0558  NGVD 29 (??/??/92)  336.504  (m)         1104.01   (f) ADJ UNCH    2 0
 RP0558
 RP0558.Superseded values are not recommended for survey control.
 RP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0558.See file dsdata.txt to determine how the superseded data were derived.
 RP0558
 RP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS117587(NAD 83)
 RP0558_MARKER: DB = BENCH MARK DISK
 RP0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0558_STAMPING: E 29 1934
 RP0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0558+STABILITY: SURFACE MOTION
 RP0558
 RP0558  HISTORY     - Date     Condition        Report By
 RP0558  HISTORY     - 1934     MONUMENTED       CGS
 RP0558
 RP0558                          STATION DESCRIPTION
 RP0558
 RP0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0558'3.8 MI NW FROM ANSELM.
 RP0558'3.8 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RP0558'ANSELM, RANSOM COUNTY, 15 POLES SOUTHEAST OF MILEPOST 253, 200 FEET
 RP0558'NORTHWEST OF A PUBLIC-ROAD CROSSING, AT THE CROSSING OF THE NORTHERN
 RP0558'PACIFIC RAILWAY, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE SOO LINE
 RP0558'RAILROAD TRACK, AND 5 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 RP0558'STAMPED F 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0113 ***********************************************************************
 SM0113  DESIGNATION -  F 290
 SM0113  PID         -  SM0113
 SM0113  STATE/COUNTY-  ND/NELSON
 SM0113  USGS QUAD   -  BINFORD NW (1961)
 SM0113
 SM0113                         *CURRENT SURVEY CONTROL
 SM0113  ___________________________________________________________________
 SM0113* NAD 83(1986)-  47 44 34.     (N)    098 26 22.     (W)     SCALED    
 SM0113* NAVD 88     -       454.727  (meters)    1491.88   (feet)  ADJUSTED  
 SM0113  ___________________________________________________________________
 SM0113  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 SM0113  DYNAMIC HT  -         454.798 (meters)    1492.12  (feet)  COMP
 SM0113  MODELED GRAV-     980,753.3   (mgal)                       NAVD 88
 SM0113
 SM0113  VERT ORDER  -  SECOND    CLASS 0
 SM0113
 SM0113.The horizontal coordinates were scaled from a topographic map and have
 SM0113.an estimated accuracy of +/- 6 seconds.
 SM0113
 SM0113.The orthometric height was determined by differential leveling
 SM0113.and adjusted by the National Geodetic Survey in June 1991..
 SM0113
 SM0113.The geoid height was determined by GEOID03.
 SM0113
 SM0113.The dynamic height is computed by dividing the NAVD 88
 SM0113.geopotential number by the normal gravity value computed on the
 SM0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0113.degrees latitude (g = 980.6199 gals.).
 SM0113
 SM0113.The modeled gravity was interpolated from observed gravity values.
 SM0113
 SM0113;                    North         East    Units  Estimated Accuracy
 SM0113;SPC ND N     -    84,650.      754,510.      MT  (+/- 180 meters Scaled)
 SM0113
 SM0113                          SUPERSEDED SURVEY CONTROL
 SM0113
 SM0113  NGVD 29 (??/??/92)  454.372  (m)         1490.72   (f) ADJ UNCH    2 0
 SM0113
 SM0113.Superseded values are not recommended for survey control.
 SM0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0113.See file dsdata.txt to determine how the superseded data were derived.
 SM0113
 SM0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT420878(NAD 83)
 SM0113_MARKER: DB = BENCH MARK DISK
 SM0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0113_STAMPING: F 290 1963
 SM0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0113+STABILITY: SURFACE MOTION
 SM0113
 SM0113  HISTORY     - Date     Condition        Report By
 SM0113  HISTORY     - 1963     MONUMENTED       CGS
 SM0113
 SM0113                          STATION DESCRIPTION
 SM0113
 SM0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0113'5.95 MI S FROM TOLNA.
 SM0113'ABOUT 5.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0113'RAILWAY STATION AT TOLNA, IN SECTION 11, T 149 N, R 61 W, 99 FEET EAST
 SM0113'OF THE CENTER LINE OF THE ROAD, 114 FEET NORTH OF THE NORTHWEST CORNER
 SM0113'OF A SCHOOLHOUSE, 59 FEET NORTHEAST OF A POWER POLE, 22 FEET EAST OF A
 SM0113'ROW OF POLES, 1 1/2 FEET SOUTH OF A FENCE, 1.0 FOOT EAST OF A METAL
 SM0113'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SM0113'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0337 ***********************************************************************
 SM0337  DESIGNATION -  F 291
 SM0337  PID         -  SM0337
 SM0337  STATE/COUNTY-  ND/NELSON
 SM0337  USGS QUAD   -  PEKIN NW (1951)
 SM0337
 SM0337                         *CURRENT SURVEY CONTROL
 SM0337  ___________________________________________________________________
 SM0337* NAD 83(1986)-  47 59 27.     (N)    098 26 23.     (W)     SCALED    
 SM0337* NAVD 88     -       460.017  (meters)    1509.24   (feet)  ADJUSTED  
 SM0337  ___________________________________________________________________
 SM0337  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SM0337  DYNAMIC HT  -         460.094 (meters)    1509.49  (feet)  COMP
 SM0337  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 SM0337
 SM0337  VERT ORDER  -  SECOND    CLASS 0
 SM0337
 SM0337.The horizontal coordinates were scaled from a topographic map and have
 SM0337.an estimated accuracy of +/- 6 seconds.
 SM0337
 SM0337.The orthometric height was determined by differential leveling
 SM0337.and adjusted by the National Geodetic Survey in June 1991..
 SM0337
 SM0337.The geoid height was determined by GEOID03.
 SM0337
 SM0337.The dynamic height is computed by dividing the NAVD 88
 SM0337.geopotential number by the normal gravity value computed on the
 SM0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0337.degrees latitude (g = 980.6199 gals.).
 SM0337
 SM0337.The modeled gravity was interpolated from observed gravity values.
 SM0337
 SM0337;                    North         East    Units  Estimated Accuracy
 SM0337;SPC ND N     -   112,220.      753,750.      MT  (+/- 180 meters Scaled)
 SM0337
 SM0337                          SUPERSEDED SURVEY CONTROL
 SM0337
 SM0337  NGVD 29 (??/??/92)  459.643  (m)         1508.01   (f) ADJ UNCH    2 0
 SM0337
 SM0337.Superseded values are not recommended for survey control.
 SM0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0337.See file dsdata.txt to determine how the superseded data were derived.
 SM0337
 SM0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU418154(NAD 83)
 SM0337_MARKER: DB = BENCH MARK DISK
 SM0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0337_STAMPING: F 291 1963
 SM0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0337+STABILITY: SURFACE MOTION
 SM0337
 SM0337  HISTORY     - Date     Condition        Report By
 SM0337  HISTORY     - 1963     MONUMENTED       CGS
 SM0337  HISTORY     - 20030909 POOR             NDWC
 SM0337
 SM0337                          STATION DESCRIPTION
 SM0337
 SM0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0337'4.15 MI S FROM BARTLETT.
 SM0337'ABOUT 4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0337'RAILWAY STATION AT BARTLETT, IN SECTION 11, T 152 N, R 61 W, 216 FEET
 SM0337'EAST OF THE CENTER LINE OF THE ROAD, 186 FEET EAST OF THE SOUTHEAST
 SM0337'CORNER OF A SCHOOLHOUSE, 88 FEET NORTH OF THE CENTER LINE OF AN
 SM0337'EAST-WEST GRAVELED ROAD, 35 FEET NORTH OF A CORNER FENCE POST, 2 FEET
 SM0337'WEST OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE
 SM0337'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 SM0337
 SM0337                          STATION RECOVERY (2003)
 SM0337
 SM0337'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2003 (TD)
 SM0337'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0219 ***********************************************************************
 SM0219  DESIGNATION -  F 292
 SM0219  PID         -  SM0219
 SM0219  STATE/COUNTY-  ND/NELSON
 SM0219  USGS QUAD   -  LAMBS LAKE (1971)
 SM0219
 SM0219                         *CURRENT SURVEY CONTROL
 SM0219  ___________________________________________________________________
 SM0219* NAD 83(1986)-  47 56 51.     (N)    098 07 08.     (W)     SCALED    
 SM0219* NAVD 88     -       458.700  (meters)    1504.92   (feet)  ADJUSTED  
 SM0219  ___________________________________________________________________
 SM0219  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SM0219  DYNAMIC HT  -         458.778 (meters)    1505.17  (feet)  COMP
 SM0219  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 SM0219
 SM0219  VERT ORDER  -  SECOND    CLASS 0
 SM0219
 SM0219.The horizontal coordinates were scaled from a topographic map and have
 SM0219.an estimated accuracy of +/- 6 seconds.
 SM0219
 SM0219.The orthometric height was determined by differential leveling
 SM0219.and adjusted by the National Geodetic Survey in June 1991..
 SM0219
 SM0219.The geoid height was determined by GEOID03.
 SM0219
 SM0219.The dynamic height is computed by dividing the NAVD 88
 SM0219.geopotential number by the normal gravity value computed on the
 SM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0219.degrees latitude (g = 980.6199 gals.).
 SM0219
 SM0219.The modeled gravity was interpolated from observed gravity values.
 SM0219
 SM0219;                    North         East    Units  Estimated Accuracy
 SM0219;SPC ND N     -   108,090.      777,830.      MT  (+/- 180 meters Scaled)
 SM0219
 SM0219                          SUPERSEDED SURVEY CONTROL
 SM0219
 SM0219  NGVD 29 (??/??/92)  458.331  (m)         1503.71   (f) ADJ UNCH    2 0
 SM0219
 SM0219.Superseded values are not recommended for survey control.
 SM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0219.See file dsdata.txt to determine how the superseded data were derived.
 SM0219
 SM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU657108(NAD 83)
 SM0219_MARKER: DB = BENCH MARK DISK
 SM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0219_STAMPING: F 292 1963
 SM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0219+STABILITY: SURFACE MOTION
 SM0219
 SM0219  HISTORY     - Date     Condition        Report By
 SM0219  HISTORY     - 1963     MONUMENTED       CGS
 SM0219
 SM0219                          STATION DESCRIPTION
 SM0219
 SM0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0219'5.4 MI S FROM MICHIGAN.
 SM0219'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0219'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0219'2, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 30, T 152
 SM0219'N, R 58 W, 102 FEET NORTHWEST OF THE CENTER OF AN INTERSECTION OF THE
 SM0219'COUNTY ROAD AND A GRAVELED ROAD, 69 FEET WEST OF THE CENTER LINE OF
 SM0219'THE COUNTY ROAD, 76 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 SM0219'ROAD, 8 FEET EAST OF A POWER POLE, 2.8 FEET NORTH OF A METAL WITNESS
 SM0219'POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE COUNTY ROAD, AND SET IN
 SM0219'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0019 ***********************************************************************
 SM0019  DESIGNATION -  F 293
 SM0019  PID         -  SM0019
 SM0019  STATE/COUNTY-  ND/NELSON
 SM0019  USGS QUAD   -  PEKIN NE (1951)
 SM0019
 SM0019                         *CURRENT SURVEY CONTROL
 SM0019  ___________________________________________________________________
 SM0019* NAD 83(1986)-  47 56 51.     (N)    098 20 00.     (W)     SCALED    
 SM0019* NAVD 88     -       458.495  (meters)    1504.25   (feet)  ADJUSTED  
 SM0019  ___________________________________________________________________
 SM0019  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SM0019  DYNAMIC HT  -         458.576 (meters)    1504.51  (feet)  COMP
 SM0019  MODELED GRAV-     980,773.5   (mgal)                       NAVD 88
 SM0019
 SM0019  VERT ORDER  -  SECOND    CLASS 0
 SM0019
 SM0019.The horizontal coordinates were scaled from a topographic map and have
 SM0019.an estimated accuracy of +/- 6 seconds.
 SM0019
 SM0019.The orthometric height was determined by differential leveling
 SM0019.and adjusted by the National Geodetic Survey in June 1991..
 SM0019
 SM0019.The geoid height was determined by GEOID03.
 SM0019
 SM0019.The dynamic height is computed by dividing the NAVD 88
 SM0019.geopotential number by the normal gravity value computed on the
 SM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0019.degrees latitude (g = 980.6199 gals.).
 SM0019
 SM0019.The modeled gravity was interpolated from observed gravity values.
 SM0019
 SM0019;                    North         East    Units  Estimated Accuracy
 SM0019;SPC ND N     -   107,620.      761,820.      MT  (+/- 180 meters Scaled)
 SM0019
 SM0019                          SUPERSEDED SURVEY CONTROL
 SM0019
 SM0019  NGVD 29 (??/??/92)  458.134  (m)         1503.06   (f) ADJ UNCH    2 0
 SM0019
 SM0019.Superseded values are not recommended for survey control.
 SM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0019.See file dsdata.txt to determine how the superseded data were derived.
 SM0019
 SM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU497106(NAD 83)
 SM0019_MARKER: DB = BENCH MARK DISK
 SM0019_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0019_SP_SET: 32 FT
 SM0019_STAMPING: F 293 1963
 SM0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0019
 SM0019  HISTORY     - Date     Condition        Report By
 SM0019  HISTORY     - 1963     MONUMENTED       CGS
 SM0019
 SM0019                          STATION DESCRIPTION
 SM0019
 SM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0019'6.8 MI S FROM LAKOTA.
 SM0019'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0019'AT LAKOTA, THENCE 6.4 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION
 SM0019'28, T 152 N, R 60 W, 173 FEET NORTHWEST OF THE CENTER OF A ROAD
 SM0019'INTERSECTION, 127 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 117
 SM0019'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 7 FEET NORTH OF A
 SM0019'TELEPHONE POLE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 SM0019'ABOVE THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A 5/8-INCH COPPER
 SM0019'COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND ENCASED IN A
 SM0019'6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0075 ***********************************************************************
 SM0075  DESIGNATION -  F 294
 SM0075  PID         -  SM0075
 SM0075  STATE/COUNTY-  ND/GRIGGS
 SM0075  USGS QUAD   -  KLOTEN SE (1967)
 SM0075
 SM0075                         *CURRENT SURVEY CONTROL
 SM0075  ___________________________________________________________________
 SM0075* NAD 83(1986)-  47 33 32.     (N)    098 01 39.     (W)     SCALED    
 SM0075* NAVD 88     -       436.366  (meters)    1431.64   (feet)  ADJUSTED  
 SM0075  ___________________________________________________________________
 SM0075  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 SM0075  DYNAMIC HT  -         436.413 (meters)    1431.80  (feet)  COMP
 SM0075  MODELED GRAV-     980,707.2   (mgal)                       NAVD 88
 SM0075
 SM0075  VERT ORDER  -  SECOND    CLASS 0
 SM0075
 SM0075.The horizontal coordinates were scaled from a topographic map and have
 SM0075.an estimated accuracy of +/- 6 seconds.
 SM0075
 SM0075.The orthometric height was determined by differential leveling
 SM0075.and adjusted by the National Geodetic Survey in June 1991..
 SM0075
 SM0075.The geoid height was determined by GEOID03.
 SM0075
 SM0075.The dynamic height is computed by dividing the NAVD 88
 SM0075.geopotential number by the normal gravity value computed on the
 SM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0075.degrees latitude (g = 980.6199 gals.).
 SM0075
 SM0075.The modeled gravity was interpolated from observed gravity values.
 SM0075
 SM0075;                    North         East    Units  Estimated Accuracy
 SM0075;SPC ND N     -    65,130.      786,040.      MT  (+/- 180 meters Scaled)
 SM0075
 SM0075                          SUPERSEDED SURVEY CONTROL
 SM0075
 SM0075  NGVD 29 (??/??/92)  435.998  (m)         1430.44   (f) ADJ UNCH    2 0
 SM0075
 SM0075.Superseded values are not recommended for survey control.
 SM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0075.See file dsdata.txt to determine how the superseded data were derived.
 SM0075
 SM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT731677(NAD 83)
 SM0075_MARKER: DB = BENCH MARK DISK
 SM0075_SETTING: 80 = SET IN A BOULDER
 SM0075_SP_SET: BOULDER
 SM0075_STAMPING: F 294 1963
 SM0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0075+STABILITY: SURFACE MOTION
 SM0075
 SM0075  HISTORY     - Date     Condition        Report By
 SM0075  HISTORY     - 1963     MONUMENTED       CGS
 SM0075
 SM0075                          STATION DESCRIPTION
 SM0075
 SM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0075'10.7 MI SW FROM ANETA.
 SM0075'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0075'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0075'THENCE 4.95 MILES SOUTHWEST ALONG STATE HIGHWAY 45, IN SECTION 11, T
 SM0075'147 N, R 58 W, 106 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 SM0075'THE TOP OF A FLAT GRANITE BOULDER FLUSH WITH THE GROUND, NEAR THE TOP
 SM0075'OF A HILL, 2.5 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 3 FEET
 SM0075'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0346 ***********************************************************************
 SM0346  DESIGNATION -  F 295
 SM0346  PID         -  SM0346
 SM0346  STATE/COUNTY-  ND/GRIGGS
 SM0346  USGS QUAD   -  HANNAFORD (1961)
 SM0346
 SM0346                         *CURRENT SURVEY CONTROL
 SM0346  ___________________________________________________________________
 SM0346* NAD 83(1986)-  47 19 01.     (N)    098 13 49.     (W)     SCALED    
 SM0346* NAVD 88     -       442.747  (meters)    1452.58   (feet)  ADJUSTED  
 SM0346  ___________________________________________________________________
 SM0346  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 SM0346  DYNAMIC HT  -         442.785 (meters)    1452.70  (feet)  COMP
 SM0346  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 SM0346
 SM0346  VERT ORDER  -  SECOND    CLASS 0
 SM0346
 SM0346.The horizontal coordinates were scaled from a topographic map and have
 SM0346.an estimated accuracy of +/- 6 seconds.
 SM0346
 SM0346.The orthometric height was determined by differential leveling
 SM0346.and adjusted by the National Geodetic Survey in June 1991..
 SM0346
 SM0346.The geoid height was determined by GEOID03.
 SM0346
 SM0346.The dynamic height is computed by dividing the NAVD 88
 SM0346.geopotential number by the normal gravity value computed on the
 SM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0346.degrees latitude (g = 980.6199 gals.).
 SM0346
 SM0346.The modeled gravity was interpolated from observed gravity values.
 SM0346
 SM0346;                    North         East    Units  Estimated Accuracy
 SM0346;SPC ND N     -    37,770.      771,580.      MT  (+/- 180 meters Scaled)
 SM0346
 SM0346                          SUPERSEDED SURVEY CONTROL
 SM0346
 SM0346  NGVD 29 (??/??/92)  442.388  (m)         1451.40   (f) ADJ UNCH    2 0
 SM0346
 SM0346.Superseded values are not recommended for survey control.
 SM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0346.See file dsdata.txt to determine how the superseded data were derived.
 SM0346
 SM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT581406(NAD 83)
 SM0346_MARKER: DB = BENCH MARK DISK
 SM0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0346_STAMPING: F 295 1963
 SM0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0346+STABILITY: SURFACE MOTION
 SM0346
 SM0346  HISTORY     - Date     Condition        Report By
 SM0346  HISTORY     - 1963     MONUMENTED       CGS
 SM0346
 SM0346                          STATION DESCRIPTION
 SM0346
 SM0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0346'2.05 MI W FROM HANNAFORD.
 SM0346'ABOUT 2.05 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0346'CROSSING OF THE GREAT NORTHERN AND NORTHERN PACIFIC RAILWAYS AT
 SM0346'HANNAFORD, IN SECTION 1, T 144 N, R 60 W, 5 POLES EAST OF MILEPOST 75,
 SM0346'87 FEET SOUTH OF THE SOUTH RAIL, NEAR THE EAST END OF A GROVE OF
 SM0346'TREES, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0346'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0949 ***********************************************************************
 SL0949  DESIGNATION -  F 296
 SL0949  PID         -  SL0949
 SL0949  STATE/COUNTY-  ND/GRAND FORKS
 SL0949  USGS QUAD   -  NIAGARA SW (1963)
 SL0949
 SL0949                         *CURRENT SURVEY CONTROL
 SL0949  ___________________________________________________________________
 SL0949* NAD 83(1986)-  47 49 54.     (N)    097 52 53.     (W)     SCALED    
 SL0949* NAVD 88     -       450.479  (meters)    1477.95   (feet)  ADJUSTED  
 SL0949  ___________________________________________________________________
 SL0949  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 SL0949  DYNAMIC HT  -         450.545 (meters)    1478.16  (feet)  COMP
 SL0949  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 SL0949
 SL0949  VERT ORDER  -  SECOND    CLASS 0
 SL0949
 SL0949.The horizontal coordinates were scaled from a topographic map and have
 SL0949.an estimated accuracy of +/- 6 seconds.
 SL0949
 SL0949.The orthometric height was determined by differential leveling
 SL0949.and adjusted by the National Geodetic Survey in June 1991..
 SL0949
 SL0949.The geoid height was determined by GEOID03.
 SL0949
 SL0949.The dynamic height is computed by dividing the NAVD 88
 SL0949.geopotential number by the normal gravity value computed on the
 SL0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0949.degrees latitude (g = 980.6199 gals.).
 SL0949
 SL0949.The modeled gravity was interpolated from observed gravity values.
 SL0949
 SL0949;                    North         East    Units  Estimated Accuracy
 SL0949;SPC ND N     -    95,800.      796,000.      MT  (+/- 180 meters Scaled)
 SL0949
 SL0949                          SUPERSEDED SURVEY CONTROL
 SL0949
 SL0949  NGVD 29 (??/??/92)  450.106  (m)         1476.72   (f) ADJ UNCH    2 0
 SL0949
 SL0949.Superseded values are not recommended for survey control.
 SL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0949.See file dsdata.txt to determine how the superseded data were derived.
 SL0949
 SL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT837981(NAD 83)
 SL0949_MARKER: DB = BENCH MARK DISK
 SL0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0949_STAMPING: F 296 1963
 SL0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0949+STABILITY: SURFACE MOTION
 SL0949
 SL0949  HISTORY     - Date     Condition        Report By
 SL0949  HISTORY     - 1963     MONUMENTED       CGS
 SL0949
 SL0949                          STATION DESCRIPTION
 SL0949
 SL0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0949'11.85 MI S FROM NIAGARA.
 SL0949'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0949'AT NIAGARA, THENCE 11.35 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION
 SL0949'6, T 150 N, R 56 W, 73 FEET NORTHEAST OF THE CENTER OF THE
 SL0949'INTERSECTION WITH COUNTY ROAD 9 AND A GRAVELED ROAD EAST AND TRAIL
 SL0949'ROAD WEST, 51 FEET EAST OF THE CENTER LINE OF THE ROAD, 53 FEET NORTH
 SL0949'OF THE CENTER LINE OF THE GRAVELED ROAD, 32 FEET NORTHEAST OF THE EAST
 SL0949'END OF A 18-INCH STEEL PIPE CULVERT, 1.5 FEET WEST OF A METAL WITNESS
 SL0949'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SL0949'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0979 ***********************************************************************
 SL0979  DESIGNATION -  F 297
 SL0979  PID         -  SL0979
 SL0979  STATE/COUNTY-  ND/GRAND FORKS
 SL0979  USGS QUAD   -  LOGAN CENTER (1963)
 SL0979
 SL0979                         *CURRENT SURVEY CONTROL
 SL0979  ___________________________________________________________________
 SL0979* NAD 83(1986)-  47 50 45.     (N)    097 45 12.     (W)     SCALED    
 SL0979* NAVD 88     -       390.905  (meters)    1282.49   (feet)  ADJUSTED  
 SL0979  ___________________________________________________________________
 SL0979  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SL0979  DYNAMIC HT  -         390.965 (meters)    1282.69  (feet)  COMP
 SL0979  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 SL0979
 SL0979  VERT ORDER  -  SECOND    CLASS 0
 SL0979
 SL0979.The horizontal coordinates were scaled from a topographic map and have
 SL0979.an estimated accuracy of +/- 6 seconds.
 SL0979
 SL0979.The orthometric height was determined by differential leveling
 SL0979.and adjusted by the National Geodetic Survey in June 1991..
 SL0979
 SL0979.The geoid height was determined by GEOID03.
 SL0979
 SL0979.The dynamic height is computed by dividing the NAVD 88
 SL0979.geopotential number by the normal gravity value computed on the
 SL0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0979.degrees latitude (g = 980.6199 gals.).
 SL0979
 SL0979.The modeled gravity was interpolated from observed gravity values.
 SL0979
 SL0979;                    North         East    Units  Estimated Accuracy
 SL0979;SPC ND N     -    97,710.      805,530.      MT  (+/- 180 meters Scaled)
 SL0979
 SL0979                          SUPERSEDED SURVEY CONTROL
 SL0979
 SL0979  NGVD 29 (??/??/92)  390.538  (m)         1281.29   (f) ADJ UNCH    2 0
 SL0979
 SL0979.Superseded values are not recommended for survey control.
 SL0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0979.See file dsdata.txt to determine how the superseded data were derived.
 SL0979
 SL0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT932999(NAD 83)
 SL0979_MARKER: DB = BENCH MARK DISK
 SL0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0979_STAMPING: F 297 1963
 SL0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0979+STABILITY: SURFACE MOTION
 SL0979
 SL0979  HISTORY     - Date     Condition        Report By
 SL0979  HISTORY     - 1963     MONUMENTED       CGS
 SL0979
 SL0979                          STATION DESCRIPTION
 SL0979
 SL0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0979'14.8 MI SE FROM NIAGARA.
 SL0979'ABOUT 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0979'STATON AT NIAGARA, THENCE 4.5 MILES SOUTH ALONG GRAND FORKS COUNTY
 SL0979'ROAD 16, THENCE 1.0 MILE EAST ALONG GRAND FORKS COUNTY ROAD 4, THENCE
 SL0979'1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES SOUTH ALONG A
 SL0979'TRAIL ROAD, AT THE JUNCTION OF TRAIL ROADS, IN SECTION 1, T 150 N, R
 SL0979'56 W,71 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROADS, 26 FEET
 SL0979'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROADS, 1,7 FEET SOUTH OF A
 SL0979'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SL0979'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0915 ***********************************************************************
 SL0915  DESIGNATION -  F 298
 SL0915  PID         -  SL0915
 SL0915  STATE/COUNTY-  ND/NELSON
 SL0915  USGS QUAD   -  LAKE PICKARD (1971)
 SL0915
 SL0915                         *CURRENT SURVEY CONTROL
 SL0915  ___________________________________________________________________
 SL0915* NAD 83(1986)-  47 55 58.     (N)    097 59 24.     (W)     SCALED    
 SL0915* NAVD 88     -       456.757  (meters)    1498.54   (feet)  ADJUSTED  
 SL0915  ___________________________________________________________________
 SL0915  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0915  DYNAMIC HT  -         456.833 (meters)    1498.79  (feet)  COMP
 SL0915  MODELED GRAV-     980,762.8   (mgal)                       NAVD 88
 SL0915
 SL0915  VERT ORDER  -  SECOND    CLASS 0
 SL0915
 SL0915.The horizontal coordinates were scaled from a topographic map and have
 SL0915.an estimated accuracy of +/- 6 seconds.
 SL0915
 SL0915.The orthometric height was determined by differential leveling
 SL0915.and adjusted by the National Geodetic Survey in June 1991..
 SL0915
 SL0915.The geoid height was determined by GEOID03.
 SL0915
 SL0915.The dynamic height is computed by dividing the NAVD 88
 SL0915.geopotential number by the normal gravity value computed on the
 SL0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0915.degrees latitude (g = 980.6199 gals.).
 SL0915
 SL0915.The modeled gravity was interpolated from observed gravity values.
 SL0915
 SL0915;                    North         East    Units  Estimated Accuracy
 SL0915;SPC ND N     -   106,760.      787,510.      MT  (+/- 180 meters Scaled)
 SL0915
 SL0915                          SUPERSEDED SURVEY CONTROL
 SL0915
 SL0915  NGVD 29 (??/??/92)  456.386  (m)         1497.33   (f) ADJ UNCH    2 0
 SL0915
 SL0915.Superseded values are not recommended for survey control.
 SL0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0915.See file dsdata.txt to determine how the superseded data were derived.
 SL0915
 SL0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU754093(NAD 83)
 SL0915_MARKER: DB = BENCH MARK DISK
 SL0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0915_STAMPING: F 298 1963
 SL0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0915+STABILITY: SURFACE MOTION
 SL0915
 SL0915  HISTORY     - Date     Condition        Report By
 SL0915  HISTORY     - 1963     MONUMENTED       CGS
 SL0915
 SL0915                          STATION DESCRIPTION
 SL0915
 SL0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0915'5.85 MI S FROM PETERSBURG.
 SL0915'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0915'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 5.0 MILES SOUTH ALONG
 SL0915'STATE HIGHWAY 32, IN SECTION 6, T 151 N, R 57 W, 110 FEET SOUTHWEST OF
 SL0915'THE CENTER OF THE JUNCTION OF STATE HIGHWAY 32 AND A GRAVELED ROAD
 SL0915'LEADING WEST, 104 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 SL0915'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 8 FEET NORTHWEST OF A
 SL0915'POWER POLE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 SL0915'BELOW THE LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 SL0915'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0243 ***********************************************************************
 SM0243  DESIGNATION -  F 299
 SM0243  PID         -  SM0243
 SM0243  STATE/COUNTY-  ND/NELSON
 SM0243  USGS QUAD   -  LAMBS LAKE (1971)
 SM0243
 SM0243                         *CURRENT SURVEY CONTROL
 SM0243  ___________________________________________________________________
 SM0243* NAD 83(1986)-  47 57 41.     (N)    098 00 36.     (W)     SCALED    
 SM0243* NAVD 88     -       462.227  (meters)    1516.49   (feet)  ADJUSTED  
 SM0243  ___________________________________________________________________
 SM0243  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM0243  DYNAMIC HT  -         462.306 (meters)    1516.75  (feet)  COMP
 SM0243  MODELED GRAV-     980,767.5   (mgal)                       NAVD 88
 SM0243
 SM0243  VERT ORDER  -  SECOND    CLASS 0
 SM0243
 SM0243.The horizontal coordinates were scaled from a topographic map and have
 SM0243.an estimated accuracy of +/- 6 seconds.
 SM0243
 SM0243.The orthometric height was determined by differential leveling
 SM0243.and adjusted by the National Geodetic Survey in June 1991..
 SM0243
 SM0243.The geoid height was determined by GEOID03.
 SM0243
 SM0243.The dynamic height is computed by dividing the NAVD 88
 SM0243.geopotential number by the normal gravity value computed on the
 SM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0243.degrees latitude (g = 980.6199 gals.).
 SM0243
 SM0243.The modeled gravity was interpolated from observed gravity values.
 SM0243
 SM0243;                    North         East    Units  Estimated Accuracy
 SM0243;SPC ND N     -   109,890.      785,910.      MT  (+/- 180 meters Scaled)
 SM0243
 SM0243                          SUPERSEDED SURVEY CONTROL
 SM0243
 SM0243  NGVD 29 (??/??/92)  461.857  (m)         1515.28   (f) ADJ UNCH    2 0
 SM0243
 SM0243.Superseded values are not recommended for survey control.
 SM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0243.See file dsdata.txt to determine how the superseded data were derived.
 SM0243
 SM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU739124(NAD 83)
 SM0243_MARKER: DB = BENCH MARK DISK
 SM0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0243_STAMPING: F 299 1963
 SM0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0243+STABILITY: SURFACE MOTION
 SM0243
 SM0243  HISTORY     - Date     Condition        Report By
 SM0243  HISTORY     - 1963     MONUMENTED       CGS
 SM0243
 SM0243                          STATION DESCRIPTION
 SM0243
 SM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0243'6.85 MI SW FROM PETERSBURG.
 SM0243'ABOUT 0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 SM0243'GREAT NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 4.0 MILES SOUTH
 SM0243'ALONG STATE HIGHWAY 32, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 SM0243'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 25, T 152 N, R
 SM0243'58 W, 125 FEET SOUTHWEST OF THE CENTER OF A JUNCTION WITH A GRAVELED
 SM0243'ROAD LEADING WEST, 64 FEET WEST OF THE CENTER LINE OF THE ROAD, 108
 SM0243'FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 12 FEET WEST OF A
 SM0243'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SM0243'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0161 ***********************************************************************
 TF0161  DESIGNATION -  F 3
 TF0161  PID         -  TF0161
 TF0161  STATE/COUNTY-  ND/PIERCE
 TF0161  USGS QUAD   -  TUNBRIDGE (1980)
 TF0161
 TF0161                         *CURRENT SURVEY CONTROL
 TF0161  ___________________________________________________________________
 TF0161* NAD 83(1986)-  48 22 02.     (N)    100 02 34.     (W)     SCALED    
 TF0161* NAVD 88     -       471.309  (meters)    1546.29   (feet)  ADJUSTED  
 TF0161  ___________________________________________________________________
 TF0161  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TF0161  DYNAMIC HT  -         471.404 (meters)    1546.60  (feet)  COMP
 TF0161  MODELED GRAV-     980,797.8   (mgal)                       NAVD 88
 TF0161
 TF0161  VERT ORDER  -  FIRST     CLASS II
 TF0161
 TF0161.The horizontal coordinates were scaled from a topographic map and have
 TF0161.an estimated accuracy of +/- 6 seconds.
 TF0161
 TF0161.The orthometric height was determined by differential leveling
 TF0161.and adjusted by the National Geodetic Survey in June 1991..
 TF0161
 TF0161.The geoid height was determined by GEOID03.
 TF0161
 TF0161.The dynamic height is computed by dividing the NAVD 88
 TF0161.geopotential number by the normal gravity value computed on the
 TF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0161.degrees latitude (g = 980.6199 gals.).
 TF0161
 TF0161.The modeled gravity was interpolated from observed gravity values.
 TF0161
 TF0161;                    North         East    Units  Estimated Accuracy
 TF0161;SPC ND N     -   152,110.      633,880.      MT  (+/- 180 meters Scaled)
 TF0161
 TF0161                          SUPERSEDED SURVEY CONTROL
 TF0161
 TF0161  NGVD 29 (??/??/92)  470.90   (m)         1544.9    (f) COMPUTED    1 2
 TF0161
 TF0161.Superseded values are not recommended for survey control.
 TF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0161.See file dsdata.txt to determine how the superseded data were derived.
 TF0161
 TF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU227576(NAD 83)
 TF0161_MARKER: P = PIPE CAP
 TF0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0161_STAMPING: ELEV 1545.128 FT F 3
 TF0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0161
 TF0161  HISTORY     - Date     Condition        Report By
 TF0161  HISTORY     - UNK      MONUMENTED       CGS
 TF0161  HISTORY     - 1964     MARK NOT FOUND   NGS
 TF0161  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0161
 TF0161                          STATION DESCRIPTION
 TF0161
 TF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0161'2.0 MI W FROM RUGBY.
 TF0161'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM RUGBY, PIERCE
 TF0161'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 20
 TF0161'YARDS NORTH OF THE CROSSING-WARNING SIGN, 124 FEET WEST OF THE FIRST
 TF0161'POLE EAST OF THE ROAD, 30 FEET NORTHEAST OF THE FIRST POLE WEST OF THE
 TF0161'ROAD, 90 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 15 FEET WEST
 TF0161'OF THE ROAD, AND 5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GROVE
 TF0161'OF TREES, AND SCREWED ON THE TOP OF A 3-1/2 INCH IRON PIPE AND FLUSH
 TF0161'WITH THE GROUND.  NOTE-- MARK IS LIKELY TO BECOME COVERED WITH FOLIAGE
 TF0161'AND DRIFTED SOIL.  IT IS BELIEVED TO HAVE BEEN DESTROYED DURING
 TF0161'CONSTRUCTION.
 TF0161
 TF0161                          STATION RECOVERY (1982)
 TF0161
 TF0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0161'NOT RECOVERED, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1279 ***********************************************************************
 SN1279  DESIGNATION -  F 3 B 1
 SN1279  PID         -  SN1279
 SN1279  STATE/COUNTY-  ND/WARD
 SN1279  USGS QUAD   -  LAKE VERNON (1980)
 SN1279
 SN1279                         *CURRENT SURVEY CONTROL
 SN1279  ___________________________________________________________________
 SN1279* NAD 83(1986)-  47 58 57.     (N)    101 34 31.     (W)     SCALED    
 SN1279* NAVD 88     -       644.415  (meters)    2114.22   (feet)  ADJUSTED  
 SN1279  ___________________________________________________________________
 SN1279  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SN1279  DYNAMIC HT  -         644.501 (meters)    2114.50  (feet)  COMP
 SN1279  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 SN1279
 SN1279  VERT ORDER  -  SECOND    CLASS 0
 SN1279
 SN1279.The horizontal coordinates were scaled from a topographic map and have
 SN1279.an estimated accuracy of +/- 6 seconds.
 SN1279
 SN1279.The orthometric height was determined by differential leveling
 SN1279.and adjusted by the National Geodetic Survey in June 1991..
 SN1279
 SN1279.The geoid height was determined by GEOID03.
 SN1279
 SN1279.The dynamic height is computed by dividing the NAVD 88
 SN1279.geopotential number by the normal gravity value computed on the
 SN1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1279.degrees latitude (g = 980.6199 gals.).
 SN1279
 SN1279.The modeled gravity was interpolated from observed gravity values.
 SN1279
 SN1279;                    North         East    Units  Estimated Accuracy
 SN1279;SPC ND N     -   109,800.      519,740.      MT  (+/- 180 meters Scaled)
 SN1279
 SN1279                          SUPERSEDED SURVEY CONTROL
 SN1279
 SN1279  NGVD 29 (??/??/92)  644.01   (m)         2112.9    (f) COMPUTED    2 0
 SN1279
 SN1279.Superseded values are not recommended for survey control.
 SN1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1279.See file dsdata.txt to determine how the superseded data were derived.
 SN1279
 SN1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU078175(NAD 83)
 SN1279_MARKER: Z = SEE DESCRIPTION
 SN1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1279_SP_SET: CONCRETE PEDESTAL
 SN1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1279
 SN1279  HISTORY     - Date     Condition        Report By
 SN1279  HISTORY     - UNK      MONUMENTED       DOD
 SN1279  HISTORY     - 1962     GOOD             NGS
 SN1279
 SN1279                          STATION DESCRIPTION
 SN1279
 SN1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1279'9.3 MI NE FROM RYDER.
 SN1279'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1279'CROSSING AT RYDER, THENCE 4.9 MILES EAST ALONG STATE HIGHWAY 23,
 SN1279'THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST
 SN1279'ACROSS A FIELD, NEAR A LARGE ROCK PILE AND ON THE TOP OF A SMALL
 SN1279'KNOLL, ABOUT 15 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT
 SN1279'CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1278 ***********************************************************************
 SN1278  DESIGNATION -  F 3 B 2
 SN1278  PID         -  SN1278
 SN1278  STATE/COUNTY-  ND/WARD
 SN1278  USGS QUAD   -  LAKE VERNON (1980)
 SN1278
 SN1278                         *CURRENT SURVEY CONTROL
 SN1278  ___________________________________________________________________
 SN1278* NAD 83(1986)-  47 58 47.     (N)    101 34 20.     (W)     SCALED    
 SN1278* NAVD 88     -       643.014  (meters)    2109.62   (feet)  ADJUSTED  
 SN1278  ___________________________________________________________________
 SN1278  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 SN1278  DYNAMIC HT  -         643.099 (meters)    2109.90  (feet)  COMP
 SN1278  MODELED GRAV-     980,723.0   (mgal)                       NAVD 88
 SN1278
 SN1278  VERT ORDER  -  SECOND    CLASS 0
 SN1278
 SN1278.The horizontal coordinates were scaled from a topographic map and have
 SN1278.an estimated accuracy of +/- 6 seconds.
 SN1278
 SN1278.The orthometric height was determined by differential leveling
 SN1278.and adjusted by the National Geodetic Survey in June 1991..
 SN1278
 SN1278.The geoid height was determined by GEOID03.
 SN1278
 SN1278.The dynamic height is computed by dividing the NAVD 88
 SN1278.geopotential number by the normal gravity value computed on the
 SN1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1278.degrees latitude (g = 980.6199 gals.).
 SN1278
 SN1278.The modeled gravity was interpolated from observed gravity values.
 SN1278
 SN1278;                    North         East    Units  Estimated Accuracy
 SN1278;SPC ND N     -   109,480.      519,960.      MT  (+/- 180 meters Scaled)
 SN1278
 SN1278                          SUPERSEDED SURVEY CONTROL
 SN1278
 SN1278  NGVD 29 (??/??/92)  642.61   (m)         2108.3    (f) COMPUTED    2 0
 SN1278
 SN1278.Superseded values are not recommended for survey control.
 SN1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1278.See file dsdata.txt to determine how the superseded data were derived.
 SN1278
 SN1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU080172(NAD 83)
 SN1278_MARKER: Z = SEE DESCRIPTION
 SN1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1278_SP_SET: CONCRETE PEDESTAL
 SN1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1278
 SN1278  HISTORY     - Date     Condition        Report By
 SN1278  HISTORY     - UNK      MONUMENTED       DOD
 SN1278  HISTORY     - 1962     GOOD             NGS
 SN1278
 SN1278                          STATION DESCRIPTION
 SN1278
 SN1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1278'9.5 MI NE FROM RYDER.
 SN1278'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1278'CROSSING AT RYDER, THENCE 4.9 MILES EAST ALONG STATE HIGHWAY 23,
 SN1278'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN THE WEST EDGE OF A
 SN1278'LARGE FIELD, 101 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL
 SN1278'WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1281 ***********************************************************************
 SN1281  DESIGNATION -  F 3 Z
 SN1281  PID         -  SN1281
 SN1281  STATE/COUNTY-  ND/WARD
 SN1281  USGS QUAD   -  LAKE VERNON (1980)
 SN1281
 SN1281                         *CURRENT SURVEY CONTROL
 SN1281  ___________________________________________________________________
 SN1281* NAD 83(1986)-  47 58 39.     (N)    101 34 55.     (W)     SCALED    
 SN1281* NAVD 88     -       646.421  (meters)    2120.80   (feet)  ADJUSTED  
 SN1281  ___________________________________________________________________
 SN1281  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SN1281  DYNAMIC HT  -         646.507 (meters)    2121.08  (feet)  COMP
 SN1281  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SN1281
 SN1281  VERT ORDER  -  SECOND    CLASS 0
 SN1281
 SN1281.The horizontal coordinates were scaled from a topographic map and have
 SN1281.an estimated accuracy of +/- 6 seconds.
 SN1281
 SN1281.The orthometric height was determined by differential leveling
 SN1281.and adjusted by the National Geodetic Survey in June 1991..
 SN1281
 SN1281.The geoid height was determined by GEOID03.
 SN1281
 SN1281.The dynamic height is computed by dividing the NAVD 88
 SN1281.geopotential number by the normal gravity value computed on the
 SN1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1281.degrees latitude (g = 980.6199 gals.).
 SN1281
 SN1281.The modeled gravity was interpolated from observed gravity values.
 SN1281
 SN1281;                    North         East    Units  Estimated Accuracy
 SN1281;SPC ND N     -   109,250.      519,230.      MT  (+/- 180 meters Scaled)
 SN1281
 SN1281                          SUPERSEDED SURVEY CONTROL
 SN1281
 SN1281  NGVD 29 (??/??/92)  646.014  (m)         2119.46   (f) ADJ UNCH    2 0
 SN1281
 SN1281.Superseded values are not recommended for survey control.
 SN1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1281.See file dsdata.txt to determine how the superseded data were derived.
 SN1281
 SN1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU073170(NAD 83)
 SN1281_MARKER: DS = TRIANGULATION STATION DISK
 SN1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1281_STAMPING: F 3 Z 1962
 SN1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1281+STABILITY: SURFACE MOTION
 SN1281
 SN1281  HISTORY     - Date     Condition        Report By
 SN1281  HISTORY     - 1962     MONUMENTED       CGS
 SN1281
 SN1281                          STATION DESCRIPTION
 SN1281
 SN1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1281'8.8 MI NE FROM RYDER.
 SN1281'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1281'CROSSING AT RYDER, THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 23, ABOUT
 SN1281'0.4 MILE WEST OF A GRAVELED ROAD INTERSECTION, ON THE NORTHEAST EDGE
 SN1281'OF A RIDGE LEADING SOUTH FROM THE HIGHWAY, 222 FEET SOUTH OF THE
 SN1281'CENTERLINE OF THE HIGHWAY, 6.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 SN1281'ABOUT 11 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN1281'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1282 ***********************************************************************
 SN1282  DESIGNATION -  F 3 Z RM 1
 SN1282  PID         -  SN1282
 SN1282  STATE/COUNTY-  ND/WARD
 SN1282  USGS QUAD   -  LAKE VERNON (1980)
 SN1282
 SN1282                         *CURRENT SURVEY CONTROL
 SN1282  ___________________________________________________________________
 SN1282* NAD 83(1986)-  47 58 40.     (N)    101 34 55.     (W)     SCALED    
 SN1282* NAVD 88     -       646.268  (meters)    2120.30   (feet)  ADJUSTED  
 SN1282  ___________________________________________________________________
 SN1282  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SN1282  DYNAMIC HT  -         646.354 (meters)    2120.58  (feet)  COMP
 SN1282  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SN1282
 SN1282  VERT ORDER  -  SECOND    CLASS 0
 SN1282
 SN1282.The horizontal coordinates were scaled from a topographic map and have
 SN1282.an estimated accuracy of +/- 6 seconds.
 SN1282
 SN1282.The orthometric height was determined by differential leveling
 SN1282.and adjusted by the National Geodetic Survey in June 1991..
 SN1282
 SN1282.The geoid height was determined by GEOID03.
 SN1282
 SN1282.The dynamic height is computed by dividing the NAVD 88
 SN1282.geopotential number by the normal gravity value computed on the
 SN1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1282.degrees latitude (g = 980.6199 gals.).
 SN1282
 SN1282.The modeled gravity was interpolated from observed gravity values.
 SN1282
 SN1282;                    North         East    Units  Estimated Accuracy
 SN1282;SPC ND N     -   109,280.      519,230.      MT  (+/- 180 meters Scaled)
 SN1282
 SN1282                          SUPERSEDED SURVEY CONTROL
 SN1282
 SN1282  NGVD 29 (??/??/92)  645.861  (m)         2118.96   (f) ADJ UNCH    2 0
 SN1282
 SN1282.Superseded values are not recommended for survey control.
 SN1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1282.See file dsdata.txt to determine how the superseded data were derived.
 SN1282
 SN1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU073170(NAD 83)
 SN1282_MARKER: DR = REFERENCE MARK DISK
 SN1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1282_STAMPING: F 3 Z NO 1 1962
 SN1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1282+STABILITY: SURFACE MOTION
 SN1282
 SN1282  HISTORY     - Date     Condition        Report By
 SN1282  HISTORY     - 1962     MONUMENTED       CGS
 SN1282
 SN1282                          STATION DESCRIPTION
 SN1282
 SN1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1282'8.8 MI NE FROM RYDER.
 SN1282'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1282'CROSSING AT RYDER, THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 23, ABOUT
 SN1282'0.4 MILE WEST OF A GRAVELED ROAD INTERSECTION, ON THE NORTHEAST EDGE
 SN1282'OF A RIDGE THAT LEADS SOUTH FROM THE HIGHWAY, 197 FEET SOUTH OF THE
 SN1282'CENTERLINE OF THE HIGHWAY, 25.0 FEET NORTH OF THE STATION F 3 Z 1962,
 SN1282'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN1282'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1280 ***********************************************************************
 SN1280  DESIGNATION -  F 3 Z RM 2
 SN1280  PID         -  SN1280
 SN1280  STATE/COUNTY-  ND/WARD
 SN1280  USGS QUAD   -  LAKE VERNON (1980)
 SN1280
 SN1280                         *CURRENT SURVEY CONTROL
 SN1280  ___________________________________________________________________
 SN1280* NAD 83(1986)-  47 58 39.     (N)    101 34 53.     (W)     SCALED    
 SN1280* NAVD 88     -       646.053  (meters)    2119.59   (feet)  ADJUSTED  
 SN1280  ___________________________________________________________________
 SN1280  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SN1280  DYNAMIC HT  -         646.139 (meters)    2119.87  (feet)  COMP
 SN1280  MODELED GRAV-     980,723.1   (mgal)                       NAVD 88
 SN1280
 SN1280  VERT ORDER  -  SECOND    CLASS 0
 SN1280
 SN1280.The horizontal coordinates were scaled from a topographic map and have
 SN1280.an estimated accuracy of +/- 6 seconds.
 SN1280
 SN1280.The orthometric height was determined by differential leveling
 SN1280.and adjusted by the National Geodetic Survey in June 1991..
 SN1280
 SN1280.The geoid height was determined by GEOID03.
 SN1280
 SN1280.The dynamic height is computed by dividing the NAVD 88
 SN1280.geopotential number by the normal gravity value computed on the
 SN1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1280.degrees latitude (g = 980.6199 gals.).
 SN1280
 SN1280.The modeled gravity was interpolated from observed gravity values.
 SN1280
 SN1280;                    North         East    Units  Estimated Accuracy
 SN1280;SPC ND N     -   109,250.      519,270.      MT  (+/- 180 meters Scaled)
 SN1280
 SN1280                          SUPERSEDED SURVEY CONTROL
 SN1280
 SN1280  NGVD 29 (??/??/92)  645.65   (m)         2118.3    (f) COMPUTED    2 0
 SN1280
 SN1280.Superseded values are not recommended for survey control.
 SN1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1280.See file dsdata.txt to determine how the superseded data were derived.
 SN1280
 SN1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU073170(NAD 83)
 SN1280_MARKER: DR = REFERENCE MARK DISK
 SN1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1280_STAMPING: F 3 Z NO 2 1962
 SN1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1280+STABILITY: SURFACE MOTION
 SN1280
 SN1280  HISTORY     - Date     Condition        Report By
 SN1280  HISTORY     - 1962     MONUMENTED       CGS
 SN1280
 SN1280                          STATION DESCRIPTION
 SN1280
 SN1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1280'8.8 MI NE FROM RYDER.
 SN1280'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1280'CROSSING AT RYDER, THENCE 4.5 MILES EAST ALONG STATE HIGHWAY 23, ABOUT
 SN1280'0.4 MILE WEST OF A GRAVELED ROAD INTERSECTION, ON THE NORTHEAST EDGE
 SN1280'OF A RIDGE THAT LEADS SOUTH FROM THE HIGHWAY, 223 FEET SOUTH OF THE
 SN1280'CENTERLINE OF THE HIGHWAY, 24.9 FEET EAST OF THE STATION F 3 Z 1962,
 SN1280'ABOUT 11 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN1280'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0205 ***********************************************************************
 RP0205  DESIGNATION -  F 30
 RP0205  PID         -  RP0205
 RP0205  STATE/COUNTY-  ND/RICHLAND
 RP0205  USGS QUAD   -  MANTADOR (1964)
 RP0205
 RP0205                         *CURRENT SURVEY CONTROL
 RP0205  ___________________________________________________________________
 RP0205* NAD 83(1986)-  46 10 03.     (N)    096 58 53.     (W)     SCALED    
 RP0205* NAVD 88     -       313.952  (meters)    1030.02   (feet)  ADJUSTED  
 RP0205  ___________________________________________________________________
 RP0205  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP0205  DYNAMIC HT  -         313.953 (meters)    1030.03  (feet)  COMP
 RP0205  MODELED GRAV-     980,609.8   (mgal)                       NAVD 88
 RP0205
 RP0205  VERT ORDER  -  SECOND    CLASS 0
 RP0205
 RP0205.The horizontal coordinates were scaled from a topographic map and have
 RP0205.an estimated accuracy of +/- 6 seconds.
 RP0205
 RP0205.The orthometric height was determined by differential leveling
 RP0205.and adjusted by the National Geodetic Survey in June 1991..
 RP0205
 RP0205.The geoid height was determined by GEOID03.
 RP0205
 RP0205.The dynamic height is computed by dividing the NAVD 88
 RP0205.geopotential number by the normal gravity value computed on the
 RP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0205.degrees latitude (g = 980.6199 gals.).
 RP0205
 RP0205.The modeled gravity was interpolated from observed gravity values.
 RP0205
 RP0205;                    North         East    Units  Estimated Accuracy
 RP0205;SPC ND S     -    61,760.      871,650.      MT  (+/- 180 meters Scaled)
 RP0205
 RP0205                          SUPERSEDED SURVEY CONTROL
 RP0205
 RP0205  NGVD 29 (??/??/92)  313.704  (m)         1029.21   (f) ADJ UNCH    2 0
 RP0205
 RP0205.Superseded values are not recommended for survey control.
 RP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0205.See file dsdata.txt to determine how the superseded data were derived.
 RP0205
 RP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS558146(NAD 83)
 RP0205_MARKER: DB = BENCH MARK DISK
 RP0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0205_SP_SET: STEP
 RP0205_STAMPING: F-30 1934
 RP0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0205
 RP0205  HISTORY     - Date     Condition        Report By
 RP0205  HISTORY     - 1934     MONUMENTED       CGS
 RP0205  HISTORY     - 20020417 MARK NOT FOUND   LOCENG
 RP0205
 RP0205                          STATION DESCRIPTION
 RP0205
 RP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0205'IN MANTADOR.
 RP0205'AT THE ST PETER AND ST PAULS CHURCH.  SET IN THE WEST END OF THE
 RP0205'BOTTOM STEP AT THE FRONT(SOUTH) ENTRANCE.
 RP0205
 RP0205                          STATION RECOVERY (2002)
 RP0205
 RP0205'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (CLW)
 RP0205'MARK NOT FOUND. STEPS HAVE BEEN REPLACED DESTROYING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1043 ***********************************************************************
 SL1043  DESIGNATION -  F 301
 SL1043  PID         -  SL1043
 SL1043  STATE/COUNTY-  ND/GRAND FORKS
 SL1043  USGS QUAD   -  NORTHWOOD NW (1970)
 SL1043
 SL1043                         *CURRENT SURVEY CONTROL
 SL1043  ___________________________________________________________________
 SL1043* NAD 83(1986)-  47 41 12.     (N)    097 43 54.     (W)     SCALED    
 SL1043* NAVD 88     -       387.293  (meters)    1270.64   (feet)  ADJUSTED  
 SL1043  ___________________________________________________________________
 SL1043  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 SL1043  DYNAMIC HT  -         387.347 (meters)    1270.82  (feet)  COMP
 SL1043  MODELED GRAV-     980,741.1   (mgal)                       NAVD 88
 SL1043
 SL1043  VERT ORDER  -  SECOND    CLASS 0
 SL1043
 SL1043.The horizontal coordinates were scaled from a topographic map and have
 SL1043.an estimated accuracy of +/- 6 seconds.
 SL1043
 SL1043.The orthometric height was determined by differential leveling
 SL1043.and adjusted by the National Geodetic Survey in June 1991..
 SL1043
 SL1043.The geoid height was determined by GEOID03.
 SL1043
 SL1043.The dynamic height is computed by dividing the NAVD 88
 SL1043.geopotential number by the normal gravity value computed on the
 SL1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1043.degrees latitude (g = 980.6199 gals.).
 SL1043
 SL1043.The modeled gravity was interpolated from observed gravity values.
 SL1043
 SL1043;                    North         East    Units  Estimated Accuracy
 SL1043;SPC ND N     -    80,080.      807,780.      MT  (+/- 180 meters Scaled)
 SL1043
 SL1043                          SUPERSEDED SURVEY CONTROL
 SL1043
 SL1043  NGVD 29 (??/??/92)  386.929  (m)         1269.45   (f) ADJ UNCH    2 0
 SL1043
 SL1043.Superseded values are not recommended for survey control.
 SL1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1043.See file dsdata.txt to determine how the superseded data were derived.
 SL1043
 SL1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT951822(NAD 83)
 SL1043_MARKER: DB = BENCH MARK DISK
 SL1043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL1043_SP_SET: 11 FT
 SL1043_STAMPING: F 301 1963
 SL1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1043
 SL1043  HISTORY     - Date     Condition        Report By
 SL1043  HISTORY     - 1963     MONUMENTED       CGS
 SL1043
 SL1043                          STATION DESCRIPTION
 SL1043
 SL1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1043'11.3 MI SW FROM NORTHWOOD.
 SL1043'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1043'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1043'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL1043'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 SL1043'ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 29, T 149
 SL1043'N, R 55 W, 68 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 SL1043'GRAVELED ROADS, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET
 SL1043'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4 1/2 FEET NORTH OF A
 SL1043'POWER POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 SL1043'THE LEVEL OF THE ROAD AND SET ON THE TOP OF A 5/8-INCH COPPER COATED
 SL1043'ROD THAT IS DRIVEN TO THE DEPTH OF 11 FEET AND ENCASED IN A 6-INCH
 SL1043'TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1062 ***********************************************************************
 SL1062  DESIGNATION -  F 302
 SL1062  PID         -  SL1062
 SL1062  STATE/COUNTY-  ND/STEELE
 SL1062  USGS QUAD   -  FINLEY (1967)
 SL1062
 SL1062                         *CURRENT SURVEY CONTROL
 SL1062  ___________________________________________________________________
 SL1062* NAD 83(1986)-  47 36 01.     (N)    097 45 02.     (W)     SCALED    
 SL1062* NAVD 88     -       398.625  (meters)    1307.82   (feet)  ADJUSTED  
 SL1062  ___________________________________________________________________
 SL1062  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 SL1062  DYNAMIC HT  -         398.677 (meters)    1307.99  (feet)  COMP
 SL1062  MODELED GRAV-     980,731.6   (mgal)                       NAVD 88
 SL1062
 SL1062  VERT ORDER  -  SECOND    CLASS 0
 SL1062
 SL1062.The horizontal coordinates were scaled from a topographic map and have
 SL1062.an estimated accuracy of +/- 6 seconds.
 SL1062
 SL1062.The orthometric height was determined by differential leveling
 SL1062.and adjusted by the National Geodetic Survey in June 1991..
 SL1062
 SL1062.The geoid height was determined by GEOID03.
 SL1062
 SL1062.The dynamic height is computed by dividing the NAVD 88
 SL1062.geopotential number by the normal gravity value computed on the
 SL1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1062.degrees latitude (g = 980.6199 gals.).
 SL1062
 SL1062.The modeled gravity was interpolated from observed gravity values.
 SL1062
 SL1062;                    North         East    Units  Estimated Accuracy
 SL1062;SPC ND N     -    70,430.      806,710.      MT  (+/- 180 meters Scaled)
 SL1062
 SL1062                          SUPERSEDED SURVEY CONTROL
 SL1062
 SL1062  NGVD 29 (??/??/92)  398.264  (m)         1306.64   (f) ADJ UNCH    2 0
 SL1062
 SL1062.Superseded values are not recommended for survey control.
 SL1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1062.See file dsdata.txt to determine how the superseded data were derived.
 SL1062
 SL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT939726(NAD 83)
 SL1062_MARKER: DB = BENCH MARK DISK
 SL1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1062_STAMPING: F 302 1963
 SL1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1062+STABILITY: SURFACE MOTION
 SL1062
 SL1062  HISTORY     - Date     Condition        Report By
 SL1062  HISTORY     - 1963     MONUMENTED       CGS
 SL1062
 SL1062                          STATION DESCRIPTION
 SL1062
 SL1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1062'6.9 MI E FROM SHARON.
 SL1062'ABOUT 2.7  MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1062'CHURCH AT SHARON, THENCE 4.2 MILES EAST ALONG A GRAVELED ROAD, OR
 SL1062'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1062'FINLEY, THENCE 5.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL1062'WEST ALONG A GRAVELED ROAD, IN SECTION 35, T 148 N, R 56 W, 70 FEET
 SL1062'SOUTH OF THE CENTER LINE OF THE ROAD, 190 FEET WEST OF THE CENTER LINE
 SL1062'OF A TRAIL ROAD LEADING SOUTH, 4 FEET EAST OF A TELEPHONE POLE, 1.6
 SL1062'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SL1062'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0566 ***********************************************************************
 SL0566  DESIGNATION -  F 303
 SL0566  PID         -  SL0566
 SL0566  STATE/COUNTY-  ND/STEELE
 SL0566  USGS QUAD   -  BLABON (1967)
 SL0566
 SL0566                         *CURRENT SURVEY CONTROL
 SL0566  ___________________________________________________________________
 SL0566* NAD 83(1986)-  47 27 20.     (N)    097 49 04.     (W)     SCALED    
 SL0566* NAVD 88     -       421.603  (meters)    1383.21   (feet)  ADJUSTED  
 SL0566  ___________________________________________________________________
 SL0566  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0566  DYNAMIC HT  -         421.649 (meters)    1383.36  (feet)  COMP
 SL0566  MODELED GRAV-     980,707.1   (mgal)                       NAVD 88
 SL0566
 SL0566  VERT ORDER  -  SECOND    CLASS 0
 SL0566
 SL0566.The horizontal coordinates were scaled from a topographic map and have
 SL0566.an estimated accuracy of +/- 6 seconds.
 SL0566
 SL0566.The orthometric height was determined by differential leveling
 SL0566.and adjusted by the National Geodetic Survey in June 1991..
 SL0566
 SL0566.The geoid height was determined by GEOID03.
 SL0566
 SL0566.The dynamic height is computed by dividing the NAVD 88
 SL0566.geopotential number by the normal gravity value computed on the
 SL0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0566.degrees latitude (g = 980.6199 gals.).
 SL0566
 SL0566.The modeled gravity was interpolated from observed gravity values.
 SL0566
 SL0566;                    North         East    Units  Estimated Accuracy
 SL0566;SPC ND N     -    54,170.      802,220.      MT  (+/- 180 meters Scaled)
 SL0566
 SL0566                          SUPERSEDED SURVEY CONTROL
 SL0566
 SL0566  NGVD 29 (??/??/92)  421.243  (m)         1382.03   (f) ADJ UNCH    2 0
 SL0566
 SL0566.Superseded values are not recommended for survey control.
 SL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0566.See file dsdata.txt to determine how the superseded data were derived.
 SL0566
 SL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT891564(NAD 83)
 SL0566_MARKER: DB = BENCH MARK DISK
 SL0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0566_STAMPING: F 303 1963
 SL0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0566+STABILITY: SURFACE MOTION
 SL0566
 SL0566  HISTORY     - Date     Condition        Report By
 SL0566  HISTORY     - 1963     MONUMENTED       CGS
 SL0566  HISTORY     - 1964     GOOD             NGS
 SL0566
 SL0566                          STATION DESCRIPTION
 SL0566
 SL0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0566'1.0 MI N FROM PICKERT.
 SL0566'ABOUT 1.0 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE GRAIN
 SL0566'ELEVATOR AT PICKERT, OR ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAYS 7
 SL0566'AND 32 FROM THE PUBLIC SCHOOL AT FINLEY, THENCE 3.6 MILES SOUTH ALONG
 SL0566'THE GREAT NORTHERN RAILWAY, IN SECTION 20, T 146 N, R 56 W, 6 RAILS
 SL0566'SOUTH OF A CROSSING OF A ROAD, 45 FEET WEST OF THE WEST RAIL, 17 FEET
 SL0566'SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A
 SL0566'METAL WITNESS, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 SL0566'CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0891 ***********************************************************************
 SL0891  DESIGNATION -  F 304
 SL0891  PID         -  SL0891
 SL0891  STATE/COUNTY-  ND/STEELE
 SL0891  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0891
 SL0891                         *CURRENT SURVEY CONTROL
 SL0891  ___________________________________________________________________
 SL0891* NAD 83(1986)-  47 31 02.     (N)    097 43 42.     (W)     SCALED    
 SL0891* NAVD 88     -       384.806  (meters)    1262.48   (feet)  ADJUSTED  
 SL0891  ___________________________________________________________________
 SL0891  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SL0891  DYNAMIC HT  -         384.853 (meters)    1262.64  (feet)  COMP
 SL0891  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 SL0891
 SL0891  VERT ORDER  -  SECOND    CLASS 0
 SL0891
 SL0891.The horizontal coordinates were scaled from a topographic map and have
 SL0891.an estimated accuracy of +/- 6 seconds.
 SL0891
 SL0891.The orthometric height was determined by differential leveling
 SL0891.and adjusted by the National Geodetic Survey in June 1991..
 SL0891
 SL0891.The geoid height was determined by GEOID03.
 SL0891
 SL0891.The dynamic height is computed by dividing the NAVD 88
 SL0891.geopotential number by the normal gravity value computed on the
 SL0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0891.degrees latitude (g = 980.6199 gals.).
 SL0891
 SL0891.The modeled gravity was interpolated from observed gravity values.
 SL0891
 SL0891;                    North         East    Units  Estimated Accuracy
 SL0891;SPC ND N     -    61,260.      808,710.      MT  (+/- 180 meters Scaled)
 SL0891
 SL0891                          SUPERSEDED SURVEY CONTROL
 SL0891
 SL0891  NGVD 29 (??/??/92)  384.446  (m)         1261.30   (f) ADJ UNCH    2 0
 SL0891
 SL0891.Superseded values are not recommended for survey control.
 SL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0891.See file dsdata.txt to determine how the superseded data were derived.
 SL0891
 SL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT957634(NAD 83)
 SL0891_MARKER: DB = BENCH MARK DISK
 SL0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0891_STAMPING: F 304 1963
 SL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0891+STABILITY: SURFACE MOTION
 SL0891
 SL0891  HISTORY     - Date     Condition        Report By
 SL0891  HISTORY     - 1963     MONUMENTED       CGS
 SL0891
 SL0891                          STATION DESCRIPTION
 SL0891
 SL0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0891'5.1 MI E FROM FINLEY.
 SL0891'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0891'FINLEY, IN SECTION 30, T 147 N, R 55 W, 175 FEET SOUTHEAST OF THE
 SL0891'CENTER OF A ROAD INTERSECTION, 108 FEET SOUTHEAST OF THE CENTER LINE
 SL0891'OF THE HIGHWAY, 170 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 SL0891'ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0891'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0420 ***********************************************************************
 SM0420  DESIGNATION -  F 305
 SM0420  PID         -  SM0420
 SM0420  STATE/COUNTY-  ND/GRIGGS
 SM0420  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0420
 SM0420                         *CURRENT SURVEY CONTROL
 SM0420  ___________________________________________________________________
 SM0420* NAD 83(1986)-  47 26 33.     (N)    098 11 39.     (W)     SCALED    
 SM0420* NAVD 88     -       442.890  (meters)    1453.05   (feet)  ADJUSTED  
 SM0420  ___________________________________________________________________
 SM0420  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SM0420  DYNAMIC HT  -         442.940 (meters)    1453.21  (feet)  COMP
 SM0420  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 SM0420
 SM0420  VERT ORDER  -  SECOND    CLASS 0
 SM0420
 SM0420.The horizontal coordinates were scaled from a topographic map and have
 SM0420.an estimated accuracy of +/- 6 seconds.
 SM0420
 SM0420.The orthometric height was determined by differential leveling
 SM0420.and adjusted by the National Geodetic Survey in June 1991..
 SM0420
 SM0420.The geoid height was determined by GEOID03.
 SM0420
 SM0420.The dynamic height is computed by dividing the NAVD 88
 SM0420.geopotential number by the normal gravity value computed on the
 SM0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0420.degrees latitude (g = 980.6199 gals.).
 SM0420
 SM0420.The modeled gravity was interpolated from observed gravity values.
 SM0420
 SM0420;                    North         East    Units  Estimated Accuracy
 SM0420;SPC ND N     -    51,800.      773,890.      MT  (+/- 180 meters Scaled)
 SM0420
 SM0420                          SUPERSEDED SURVEY CONTROL
 SM0420
 SM0420  NGVD 29 (??/??/92)  442.536  (m)         1451.89   (f) ADJ UNCH    2 0
 SM0420
 SM0420.Superseded values are not recommended for survey control.
 SM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0420.See file dsdata.txt to determine how the superseded data were derived.
 SM0420
 SM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT607546(NAD 83)
 SM0420_MARKER: DB = BENCH MARK DISK
 SM0420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0420_SP_SET: 8 FT.
 SM0420_STAMPING: F 305 1963
 SM0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0420
 SM0420  HISTORY     - Date     Condition        Report By
 SM0420  HISTORY     - 1963     MONUMENTED       CGS
 SM0420
 SM0420                          STATION DESCRIPTION
 SM0420
 SM0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0420'3.3 MI W FROM COOPERSTOWN.
 SM0420'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0420'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0420'THENCE 2.4 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 21, T
 SM0420'146 N, R 59 W, ABOUT 0.2 MILE SOUTHEAST OF A FARMHOUSE, 100 FEET NORTH
 SM0420'OF THE CENTER LINE OF THE HIGHWAY, 7 FEET WEST OF A TELEPHONE POLE, 4
 SM0420'1/2 FEET WEST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 2 1/2 FEET SOUTH
 SM0420'OF A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SM0420'THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 SM0420'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A 6-INCH
 SM0420'TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0236 ***********************************************************************
 SM0236  DESIGNATION -  F 306
 SM0236  PID         -  SM0236
 SM0236  STATE/COUNTY-  ND/NELSON
 SM0236  USGS QUAD   -  MC VILLE (1961)
 SM0236
 SM0236                         *CURRENT SURVEY CONTROL
 SM0236  ___________________________________________________________________
 SM0236* NAD 83(1986)-  47 45 58.     (N)    098 10 59.     (W)     SCALED    
 SM0236* NAVD 88     -       446.352  (meters)    1464.41   (feet)  ADJUSTED  
 SM0236  ___________________________________________________________________
 SM0236  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SM0236  DYNAMIC HT  -         446.426 (meters)    1464.65  (feet)  COMP
 SM0236  MODELED GRAV-     980,762.8   (mgal)                       NAVD 88
 SM0236
 SM0236  VERT ORDER  -  SECOND    CLASS 0
 SM0236
 SM0236.The horizontal coordinates were scaled from a topographic map and have
 SM0236.an estimated accuracy of +/- 6 seconds.
 SM0236
 SM0236.The orthometric height was determined by differential leveling
 SM0236.and adjusted by the National Geodetic Survey in June 1991..
 SM0236
 SM0236.The geoid height was determined by GEOID03.
 SM0236
 SM0236.The dynamic height is computed by dividing the NAVD 88
 SM0236.geopotential number by the normal gravity value computed on the
 SM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0236.degrees latitude (g = 980.6199 gals.).
 SM0236
 SM0236.The modeled gravity was interpolated from observed gravity values.
 SM0236
 SM0236;                    North         East    Units  Estimated Accuracy
 SM0236;SPC ND N     -    87,790.      773,650.      MT  (+/- 180 meters Scaled)
 SM0236
 SM0236                          SUPERSEDED SURVEY CONTROL
 SM0236
 SM0236  NGVD 29 (??/??/92)  445.903  (m)         1462.93   (f) ADJ UNCH    2 0
 SM0236
 SM0236.Superseded values are not recommended for survey control.
 SM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0236.See file dsdata.txt to determine how the superseded data were derived.
 SM0236
 SM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT612906(NAD 83)
 SM0236_MARKER: DB = BENCH MARK DISK
 SM0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0236_STAMPING: F 306 1963
 SM0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0236+STABILITY: SURFACE MOTION
 SM0236
 SM0236  HISTORY     - Date     Condition        Report By
 SM0236  HISTORY     - 1963     MONUMENTED       CGS
 SM0236
 SM0236                          STATION DESCRIPTION
 SM0236
 SM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0236'0.5 MI NW FROM MCVILLE.
 SM0236'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE GREAT
 SM0236'NORTHERN RAILWAY STATION AT MCVILLE, THENCE 0.25 MILE NORTH ALONG A
 SM0236'GRAVELED ROAD, IN SECTION 34, T 150 N, R 59 W, 76 FEET WEST OF THE
 SM0236'CENTER LINE OF A GRAVELED ROAD, 58 FEET SOUTH OF THE CENTER LINE OF A
 SM0236'GRAVELED ROAD, 46 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A DIRT
 SM0236'AIRSTRIP LEADING NORTHWEST, 31 1/2 FEET SOUTH OF A FENCE CORNER, 1
 SM0236'FOOT EAST OF A FENCE 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 SM0236'LEVEL WITH THE ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE
 SM0236'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0315 ***********************************************************************
 SM0315  DESIGNATION -  F 307
 SM0315  PID         -  SM0315
 SM0315  STATE/COUNTY-  ND/GRIGGS
 SM0315  USGS QUAD   -  KLOTEN SE (1967)
 SM0315
 SM0315                         *CURRENT SURVEY CONTROL
 SM0315  ___________________________________________________________________
 SM0315* NAD 83(1986)-  47 36 55.     (N)    098 00 20.     (W)     SCALED    
 SM0315* NAVD 88     -       447.401  (meters)    1467.85   (feet)  ADJUSTED  
 SM0315  ___________________________________________________________________
 SM0315  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 SM0315  DYNAMIC HT  -         447.453 (meters)    1468.02  (feet)  COMP
 SM0315  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SM0315
 SM0315  VERT ORDER  -  SECOND    CLASS 0
 SM0315
 SM0315.The horizontal coordinates were scaled from a topographic map and have
 SM0315.an estimated accuracy of +/- 6 seconds.
 SM0315
 SM0315.The orthometric height was determined by differential leveling
 SM0315.and adjusted by the National Geodetic Survey in June 1991..
 SM0315
 SM0315.The geoid height was determined by GEOID03.
 SM0315
 SM0315.The dynamic height is computed by dividing the NAVD 88
 SM0315.geopotential number by the normal gravity value computed on the
 SM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0315.degrees latitude (g = 980.6199 gals.).
 SM0315
 SM0315.The modeled gravity was interpolated from observed gravity values.
 SM0315
 SM0315;                    North         East    Units  Estimated Accuracy
 SM0315;SPC ND N     -    71,440.      787,490.      MT  (+/- 180 meters Scaled)
 SM0315
 SM0315                          SUPERSEDED SURVEY CONTROL
 SM0315
 SM0315  NGVD 29 (??/??/92)  447.030  (m)         1466.63   (f) ADJ UNCH    2 0
 SM0315
 SM0315.Superseded values are not recommended for survey control.
 SM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0315.See file dsdata.txt to determine how the superseded data were derived.
 SM0315
 SM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT747740(NAD 83)
 SM0315_MARKER: DB = BENCH MARK DISK
 SM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0315_STAMPING: F 307 1963
 SM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0315+STABILITY: SURFACE MOTION
 SM0315
 SM0315  HISTORY     - Date     Condition        Report By
 SM0315  HISTORY     - 1963     MONUMENTED       CGS
 SM0315
 SM0315                          STATION DESCRIPTION
 SM0315
 SM0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0315'5.75 MI SW FROM ANETA.
 SM0315'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0315'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0315'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 25, T 148 N, R
 SM0315'58 W, 77 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 SM0315'56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 52 FEET EAST OF THE
 SM0315'CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 7 FEET NORTH OF A POWER
 SM0315'POLE, 6 1/2 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET SOUTHWEST OF A
 SM0315'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SM0315'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0404 ***********************************************************************
 SM0404  DESIGNATION -  F 308
 SM0404  PID         -  SM0404
 SM0404  STATE/COUNTY-  ND/GRIGGS
 SM0404  USGS QUAD   -  SUTTON NE (1961)
 SM0404
 SM0404                         *CURRENT SURVEY CONTROL
 SM0404  ___________________________________________________________________
 SM0404* NAD 83(1986)-  47 25 39.     (N)    098 22 18.     (W)     SCALED    
 SM0404* NAVD 88     -       439.856  (meters)    1443.09   (feet)  ADJUSTED  
 SM0404  ___________________________________________________________________
 SM0404  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SM0404  DYNAMIC HT  -         439.906 (meters)    1443.26  (feet)  COMP
 SM0404  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 SM0404
 SM0404  VERT ORDER  -  SECOND    CLASS 0
 SM0404
 SM0404.The horizontal coordinates were scaled from a topographic map and have
 SM0404.an estimated accuracy of +/- 6 seconds.
 SM0404
 SM0404.The orthometric height was determined by differential leveling
 SM0404.and adjusted by the National Geodetic Survey in June 1991..
 SM0404
 SM0404.The geoid height was determined by GEOID03.
 SM0404
 SM0404.The dynamic height is computed by dividing the NAVD 88
 SM0404.geopotential number by the normal gravity value computed on the
 SM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0404.degrees latitude (g = 980.6199 gals.).
 SM0404
 SM0404.The modeled gravity was interpolated from observed gravity values.
 SM0404
 SM0404;                    North         East    Units  Estimated Accuracy
 SM0404;SPC ND N     -    49,750.      760,560.      MT  (+/- 180 meters Scaled)
 SM0404
 SM0404                          SUPERSEDED SURVEY CONTROL
 SM0404
 SM0404  NGVD 29 (??/??/92)  439.503  (m)         1441.94   (f) ADJ UNCH    2 0
 SM0404
 SM0404.Superseded values are not recommended for survey control.
 SM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0404.See file dsdata.txt to determine how the superseded data were derived.
 SM0404
 SM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT473528(NAD 83)
 SM0404_MARKER: DB = BENCH MARK DISK
 SM0404_SETTING: 80 = SET IN A BOULDER
 SM0404_SP_SET: BOULDER
 SM0404_STAMPING: F 308 1963
 SM0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0404+STABILITY: SURFACE MOTION
 SM0404
 SM0404  HISTORY     - Date     Condition        Report By
 SM0404  HISTORY     - 1963     MONUMENTED       CGS
 SM0404
 SM0404                          STATION DESCRIPTION
 SM0404
 SM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0404'6.0 MI NW FROM REVERE.
 SM0404'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0404'STATION AND PHONE BOOTH AT REVERE, THENCE 0.85 MILE NORTH ALONG A
 SM0404'GRAVELED ROAD, THENCE 2.4 MILES NORTH ALONG A TRAIL ROAD, THENCE 0.2
 SM0404'MILE NORTH ALONG A FENCE, THENCE 0.4 MILE NORTH ACROSS COUNTRY, IN
 SM0404'SECTION 36, T 146 N, R 61 W, SET IN THE TOP OF A GRANITE BOULDER FLUSH
 SM0404'WITH THE GROUND, 42 FEET SOUTH OF A LOADING CHUTE, 2 1/2 FEET WEST OF
 SM0404'A FENCE, 2.3 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0328 ***********************************************************************
 SM0328  DESIGNATION -  F 309
 SM0328  PID         -  SM0328
 SM0328  STATE/COUNTY-  ND/GRIGGS
 SM0328  USGS QUAD   -  JESSIE (1961)
 SM0328
 SM0328                         *CURRENT SURVEY CONTROL
 SM0328  ___________________________________________________________________
 SM0328* NAD 83(1986)-  47 34 07.     (N)    098 08 00.     (W)     SCALED    
 SM0328* NAVD 88     -       439.792  (meters)    1442.88   (feet)  ADJUSTED  
 SM0328  ___________________________________________________________________
 SM0328  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 SM0328  DYNAMIC HT  -         439.848 (meters)    1443.07  (feet)  COMP
 SM0328  MODELED GRAV-     980,725.1   (mgal)                       NAVD 88
 SM0328
 SM0328  VERT ORDER  -  SECOND    CLASS 0
 SM0328
 SM0328.The horizontal coordinates were scaled from a topographic map and have
 SM0328.an estimated accuracy of +/- 6 seconds.
 SM0328
 SM0328.The orthometric height was determined by differential leveling
 SM0328.and adjusted by the National Geodetic Survey in June 1991..
 SM0328
 SM0328.The geoid height was determined by GEOID03.
 SM0328
 SM0328.The dynamic height is computed by dividing the NAVD 88
 SM0328.geopotential number by the normal gravity value computed on the
 SM0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0328.degrees latitude (g = 980.6199 gals.).
 SM0328
 SM0328.The modeled gravity was interpolated from observed gravity values.
 SM0328
 SM0328;                    North         East    Units  Estimated Accuracy
 SM0328;SPC ND N     -    65,960.      778,050.      MT  (+/- 180 meters Scaled)
 SM0328
 SM0328                          SUPERSEDED SURVEY CONTROL
 SM0328
 SM0328  NGVD 29 (??/??/92)  439.431  (m)         1441.70   (f) ADJ UNCH    2 0
 SM0328
 SM0328.Superseded values are not recommended for survey control.
 SM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0328.See file dsdata.txt to determine how the superseded data were derived.
 SM0328
 SM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT651687(NAD 83)
 SM0328_MARKER: DB = BENCH MARK DISK
 SM0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0328_STAMPING: F 309 1963
 SM0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0328+STABILITY: SURFACE MOTION
 SM0328
 SM0328  HISTORY     - Date     Condition        Report By
 SM0328  HISTORY     - 1963     MONUMENTED       CGS
 SM0328
 SM0328                          STATION DESCRIPTION
 SM0328
 SM0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0328'9.1 MI N FROM COOPERSTOWN.
 SM0328'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0328'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0328'HIGHWAY 45, THENCE 1.7 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SM0328'12, T 148 N, R 59 W, 102 FEET EAST OF THE CENTER LINE OF THE ROAD, 59
 SM0328'FEET EAST OF THE WEST END OF A SINGLE ROW OF TREES, 2.0 FEET NORTH OF
 SM0328'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 SM0328'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0068 ***********************************************************************
 RQ0068  DESIGNATION -  F 31
 RQ0068  PID         -  RQ0068
 RQ0068  STATE/COUNTY-  ND/LA MOURE
 RQ0068  USGS QUAD   -  VERONA (1970)
 RQ0068
 RQ0068                         *CURRENT SURVEY CONTROL
 RQ0068  ___________________________________________________________________
 RQ0068* NAD 83(1986)-  46 22 08.     (N)    098 02 09.     (W)     SCALED    
 RQ0068* NAVD 88     -       415.022  (meters)    1361.62   (feet)  ADJUSTED  
 RQ0068  ___________________________________________________________________
 RQ0068  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 RQ0068  DYNAMIC HT  -         415.035 (meters)    1361.66  (feet)  COMP
 RQ0068  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 RQ0068
 RQ0068  VERT ORDER  -  SECOND    CLASS 0
 RQ0068
 RQ0068.The horizontal coordinates were scaled from a topographic map and have
 RQ0068.an estimated accuracy of +/- 6 seconds.
 RQ0068
 RQ0068.The orthometric height was determined by differential leveling
 RQ0068.and adjusted by the National Geodetic Survey in June 1991..
 RQ0068
 RQ0068.The geoid height was determined by GEOID03.
 RQ0068
 RQ0068.The dynamic height is computed by dividing the NAVD 88
 RQ0068.geopotential number by the normal gravity value computed on the
 RQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0068.degrees latitude (g = 980.6199 gals.).
 RQ0068
 RQ0068.The modeled gravity was interpolated from observed gravity values.
 RQ0068
 RQ0068;                    North         East    Units  Estimated Accuracy
 RQ0068;SPC ND S     -    81,030.      789,570.      MT  (+/- 180 meters Scaled)
 RQ0068
 RQ0068                          SUPERSEDED SURVEY CONTROL
 RQ0068
 RQ0068  NGVD 29 (??/??/92)  414.694  (m)         1360.54   (f) ADJ UNCH    2 0
 RQ0068
 RQ0068.Superseded values are not recommended for survey control.
 RQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0068.See file dsdata.txt to determine how the superseded data were derived.
 RQ0068
 RQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS741354(NAD 83)
 RQ0068_MARKER: DB = BENCH MARK DISK
 RQ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0068_STAMPING: F 31 1934
 RQ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0068+STABILITY: SURFACE MOTION
 RQ0068
 RQ0068  HISTORY     - Date     Condition        Report By
 RQ0068  HISTORY     - 1934     MONUMENTED       CGS
 RQ0068  HISTORY     - 1953     GOOD             USGS
 RQ0068
 RQ0068                          STATION DESCRIPTION
 RQ0068
 RQ0068'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RQ0068'1.7 MI E FROM VERONA.
 RQ0068'1.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0068'VERONA, LA MOURE COUNTY, ABOUT 7 POLES EAST OF MILEPOST 74, ABOUT 300
 RQ0068'FEET WEST OF THE RANSOM-LA MOURE COUNTY LINE, ABOUT 72 FEET EAST OF A
 RQ0068'POLE, ABOUT 47 FEET NORTH OF THE CENTER LINE OF THE TRACK, 3 FEET
 RQ0068'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE TRACK.  A
 RQ0068'STANDARD DISK, STAMPED F 31 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0068'POST.  NOTE-- BM IS 64 FT. N. AND 347 FT. W. FROM CENTER OF TRACK AT
 RQ0068'FENCE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0372 ***********************************************************************
 RP0372  DESIGNATION -  F 32
 RP0372  PID         -  RP0372
 RP0372  STATE/COUNTY-  ND/RICHLAND
 RP0372  USGS QUAD   -  CHRISTINE (1979)
 RP0372
 RP0372                         *CURRENT SURVEY CONTROL
 RP0372  ___________________________________________________________________
 RP0372* NAD 83(1986)-  46 31 43.     (N)    096 46 21.     (W)     SCALED    
 RP0372* NAVD 88     -       283.636  (meters)     930.56   (feet)  ADJUSTED  
 RP0372  ___________________________________________________________________
 RP0372  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RP0372  DYNAMIC HT  -         283.655 (meters)     930.62  (feet)  COMP
 RP0372  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 RP0372
 RP0372  VERT ORDER  -  FIRST     CLASS II
 RP0372
 RP0372.The horizontal coordinates were scaled from a topographic map and have
 RP0372.an estimated accuracy of +/- 6 seconds.
 RP0372
 RP0372.The orthometric height was determined by differential leveling
 RP0372.and adjusted by the National Geodetic Survey in June 1991..
 RP0372.WARNING-Repeat measurements at this control monument indicate possible
 RP0372.vertical movement.
 RP0372
 RP0372.The geoid height was determined by GEOID03.
 RP0372
 RP0372.The dynamic height is computed by dividing the NAVD 88
 RP0372.geopotential number by the normal gravity value computed on the
 RP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0372.degrees latitude (g = 980.6199 gals.).
 RP0372
 RP0372.The modeled gravity was interpolated from observed gravity values.
 RP0372
 RP0372;                    North         East    Units  Estimated Accuracy
 RP0372;SPC ND S     -   102,590.      885,860.      MT  (+/- 180 meters Scaled)
 RP0372
 RP0372                          SUPERSEDED SURVEY CONTROL
 RP0372
 RP0372  NGVD 29 (??/??/92)  283.272  (m)          929.37   (f) ADJ UNCH    1 2
 RP0372
 RP0372.Superseded values are not recommended for survey control.
 RP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0372.See file dsdata.txt to determine how the superseded data were derived.
 RP0372
 RP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS708551(NAD 83)
 RP0372_MARKER: DB = BENCH MARK DISK
 RP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0372_SP_SET: CONCRETE POST
 RP0372_STAMPING: F 32 1934
 RP0372_MARK LOGO: CGS   
 RP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0372+STABILITY: SURFACE MOTION
 RP0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0372+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP0372
 RP0372  HISTORY     - Date     Condition        Report By
 RP0372  HISTORY     - 1934     MONUMENTED       CGS
 RP0372  HISTORY     - 1962     GOOD             NGS
 RP0372  HISTORY     - 19900723 GOOD             NGS
 RP0372
 RP0372                          STATION DESCRIPTION
 RP0372
 RP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0372'3.6 MI SE FROM CHRISTINE.
 RP0372'3.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0372'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, ABOUT 2 POLES
 RP0372'SOUTH OF MILEPOST 91, AT A PUBLIC-ROAD CROSSING, 51.6 FEET SOUTH OF
 RP0372'THE CENTER LINE OF THE ROAD, 36.1 FEET SOUTH OF A CROSSING SIGN, 28
 RP0372'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTH OF A WHITE
 RP0372'POST MARKED U.S.B.M.  A STANDARD DISK, STAMPED F 32 1934 AND SET IN
 RP0372'THE TOP OF A CONCRETE POST.
 RP0372
 RP0372                          STATION RECOVERY (1990)
 RP0372
 RP0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0372'9.4 KM (5.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0372'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 38.1 M (125.0 FT)
 RP0372'EAST OF THE ROAD CENTERLINE, 13.2 M (43.3 FT) SOUTH OF THE CENTER OF
 RP0372'A SECTION LINE ROAD, 5.6 M (18.4 FT) SOUTH OF THE WEST END OF A
 RP0372'24-INCH PIPE CULVERT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE COUNTY
 RP0372'ROAD, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT
 RP0372'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0565 ***********************************************************************
 TG0565  DESIGNATION -  F 325
 TG0565  PID         -  TG0565
 TG0565  STATE/COUNTY-  ND/MOUNTRAIL
 TG0565  USGS QUAD   -  LOSTWOOD (1981)
 TG0565
 TG0565                         *CURRENT SURVEY CONTROL
 TG0565  ___________________________________________________________________
 TG0565* NAD 83(1986)-  48 26 40.     (N)    102 24 27.     (W)     SCALED    
 TG0565* NAVD 88     -       714.122  (meters)    2342.92   (feet)  ADJUSTED  
 TG0565  ___________________________________________________________________
 TG0565  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TG0565  DYNAMIC HT  -         714.240 (meters)    2343.30  (feet)  COMP
 TG0565  MODELED GRAV-     980,751.8   (mgal)                       NAVD 88
 TG0565
 TG0565  VERT ORDER  -  SECOND    CLASS 0
 TG0565
 TG0565.The horizontal coordinates were scaled from a topographic map and have
 TG0565.an estimated accuracy of +/- 6 seconds.
 TG0565
 TG0565.The orthometric height was determined by differential leveling
 TG0565.and adjusted by the National Geodetic Survey in June 1991..
 TG0565
 TG0565.The geoid height was determined by GEOID03.
 TG0565
 TG0565.The dynamic height is computed by dividing the NAVD 88
 TG0565.geopotential number by the normal gravity value computed on the
 TG0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0565.degrees latitude (g = 980.6199 gals.).
 TG0565
 TG0565.The modeled gravity was interpolated from observed gravity values.
 TG0565
 TG0565;                    North         East    Units  Estimated Accuracy
 TG0565;SPC ND N     -   162,350.      458,900.      MT  (+/- 180 meters Scaled)
 TG0565
 TG0565                          SUPERSEDED SURVEY CONTROL
 TG0565
 TG0565  NGVD 29 (??/??/92)  713.67   (m)         2341.4    (f) COMPUTED    2 0
 TG0565
 TG0565.Superseded values are not recommended for survey control.
 TG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0565.See file dsdata.txt to determine how the superseded data were derived.
 TG0565
 TG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP917689(NAD 83)
 TG0565_MARKER: DB = BENCH MARK DISK
 TG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0565_STAMPING: F-325 1935
 TG0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0565+STABILITY: SURFACE MOTION
 TG0565
 TG0565  HISTORY     - Date     Condition        Report By
 TG0565  HISTORY     - 1935     MONUMENTED       CGS
 TG0565
 TG0565                          STATION DESCRIPTION
 TG0565
 TG0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0565'9.5 MI N FROM STANLEY.
 TG0565'ALONG THE STANLEY-BOWBELLS ROAD (HWY NO. 8).  138 FT SOUTH, OF
 TG0565'CENTERLINE OF T ROAD EAST, THENCE 30 FT EAST OF CENTERLINE OF HIWAY. 3
 TG0565'FT WEST OF RIGHT OF WAY FENCE AND 1.5 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0566 ***********************************************************************
 TG0566  DESIGNATION -  F 325 RESET
 TG0566  PID         -  TG0566
 TG0566  STATE/COUNTY-  ND/MOUNTRAIL
 TG0566  USGS QUAD   -  LOSTWOOD (1981)
 TG0566
 TG0566                         *CURRENT SURVEY CONTROL
 TG0566  ___________________________________________________________________
 TG0566* NAD 83(1986)-  48 26 40.     (N)    102 24 27.     (W)     SCALED    
 TG0566* NAVD 88     -       714.045  (meters)    2342.66   (feet)  ADJUSTED  
 TG0566  ___________________________________________________________________
 TG0566  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TG0566  DYNAMIC HT  -         714.163 (meters)    2343.05  (feet)  COMP
 TG0566  MODELED GRAV-     980,751.8   (mgal)                       NAVD 88
 TG0566
 TG0566  VERT ORDER  -  SECOND    CLASS 0
 TG0566
 TG0566.The horizontal coordinates were scaled from a topographic map and have
 TG0566.an estimated accuracy of +/- 6 seconds.
 TG0566
 TG0566.The orthometric height was determined by differential leveling
 TG0566.and adjusted by the National Geodetic Survey in June 1991..
 TG0566
 TG0566.The geoid height was determined by GEOID03.
 TG0566
 TG0566.The dynamic height is computed by dividing the NAVD 88
 TG0566.geopotential number by the normal gravity value computed on the
 TG0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0566.degrees latitude (g = 980.6199 gals.).
 TG0566
 TG0566.The modeled gravity was interpolated from observed gravity values.
 TG0566
 TG0566;                    North         East    Units  Estimated Accuracy
 TG0566;SPC ND N     -   162,350.      458,900.      MT  (+/- 180 meters Scaled)
 TG0566
 TG0566                          SUPERSEDED SURVEY CONTROL
 TG0566
 TG0566  NGVD 29 (??/??/92)  713.596  (m)         2341.19   (f) ADJ UNCH    2 0
 TG0566
 TG0566.Superseded values are not recommended for survey control.
 TG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0566.See file dsdata.txt to determine how the superseded data were derived.
 TG0566
 TG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP917689(NAD 83)
 TG0566_MARKER: DB = BENCH MARK DISK
 TG0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0566_STAMPING: F 325 RESET 1952
 TG0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0566+STABILITY: SURFACE MOTION
 TG0566
 TG0566  HISTORY     - Date     Condition        Report By
 TG0566  HISTORY     - 1952     MONUMENTED       NDHD
 TG0566  HISTORY     - 1963     GOOD             NGS
 TG0566
 TG0566                          STATION DESCRIPTION
 TG0566
 TG0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0566'8.8 MI N FROM STANLEY.
 TG0566'ABOUT 8.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0566'STANLEY, 168 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVELED ROAD
 TG0566'LEADING EAST AND A TRACK ROAD LEADING WEST, 150 FEET SOUTH OF THE
 TG0566'CENTERLINE OF THE ROAD LEADING EAST, 77 FEET EAST OF THE CENTERLINE OF
 TG0566'THE HIGHWAY, 120 FEET SOUTHEAST OF THE SOUTH END OF AN 18-INCH PIPE
 TG0566'CULVERT UNDER THE ROAD LEADING EAST, 72 FEET SOUTH OF A WHITE WOODEN
 TG0566'RIGHT-OF-WAY MARKER POST, 1.2 FEET NORTH OF A METAL WITNESS POST,
 TG0566'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TG0566'CONCRETE POST 1 INCH UNDER THE GROUND, S 11, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0998 ***********************************************************************
 TG0998  DESIGNATION -  F 327
 TG0998  PID         -  TG0998
 TG0998  STATE/COUNTY-  ND/BURKE
 TG0998  USGS QUAD   -  HELDE LAKE (1974)
 TG0998
 TG0998                         *CURRENT SURVEY CONTROL
 TG0998  ___________________________________________________________________
 TG0998* NAD 83(1986)-  48 39 39.     (N)    102 34 53.     (W)     SCALED    
 TG0998* NAVD 88     -       718.264  (meters)    2356.50   (feet)  ADJUSTED  
 TG0998  ___________________________________________________________________
 TG0998  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0998  DYNAMIC HT  -         718.397 (meters)    2356.94  (feet)  COMP
 TG0998  MODELED GRAV-     980,770.8   (mgal)                       NAVD 88
 TG0998
 TG0998  VERT ORDER  -  SECOND    CLASS 0
 TG0998
 TG0998.The horizontal coordinates were scaled from a topographic map and have
 TG0998.an estimated accuracy of +/- 6 seconds.
 TG0998
 TG0998.The orthometric height was determined by differential leveling
 TG0998.and adjusted by the National Geodetic Survey in June 1991..
 TG0998
 TG0998.The geoid height was determined by GEOID03.
 TG0998
 TG0998.The dynamic height is computed by dividing the NAVD 88
 TG0998.geopotential number by the normal gravity value computed on the
 TG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0998.degrees latitude (g = 980.6199 gals.).
 TG0998
 TG0998.The modeled gravity was interpolated from observed gravity values.
 TG0998
 TG0998;                    North         East    Units  Estimated Accuracy
 TG0998;SPC ND N     -   186,730.      446,690.      MT  (+/- 180 meters Scaled)
 TG0998
 TG0998                          SUPERSEDED SURVEY CONTROL
 TG0998
 TG0998  NGVD 29 (??/??/92)  717.819  (m)         2355.04   (f) ADJ UNCH    2 0
 TG0998
 TG0998.Superseded values are not recommended for survey control.
 TG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0998.See file dsdata.txt to determine how the superseded data were derived.
 TG0998
 TG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP780925(NAD 83)
 TG0998_MARKER: DB = BENCH MARK DISK
 TG0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0998_STAMPING: F 327 1935
 TG0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0998+STABILITY: SURFACE MOTION
 TG0998
 TG0998  HISTORY     - Date     Condition        Report By
 TG0998  HISTORY     - 1935     MONUMENTED       CGS
 TG0998  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0998
 TG0998                          STATION DESCRIPTION
 TG0998
 TG0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0998'3.0 MI E FROM POWERS LAKE.
 TG0998'3.0 MILES EAST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, BURKE COUNTY,
 TG0998'THENCE 7.1 MILE NORTH ALONG THE LIGNITE ROAD.  ABOUT 600 FEET WEST OF
 TG0998'A LARGE TWO-STORY FARMHOUSE, AT A FIELD ENTRANCE, 45 FEET SOUTHWEST OF
 TG0998'THE CENTERLINE OF THE ROAD, 30 FEET NORTHWEST OF THE CENTERLINE OF THE
 TG0998'FIELD ENTRANCE, 3 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2
 TG0998'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED F 327 1935 AND SET
 TG0998'IN THE TOP OF A CONCRETE POST.
 TG0998
 TG0998                          STATION RECOVERY (1974)
 TG0998
 TG0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0332 ***********************************************************************
 TG0332  DESIGNATION -  F 328 RESET
 TG0332  PID         -  TG0332
 TG0332  STATE/COUNTY-  ND/WARD
 TG0332  USGS QUAD   -  NIOBE (1949)
 TG0332
 TG0332                         *CURRENT SURVEY CONTROL
 TG0332  ___________________________________________________________________
 TG0332* NAD 83(1986)-  48 41 28.     (N)    102 13 07.     (W)     SCALED    
 TG0332* NAVD 88     -       617.31   (+/-2cm)    2025.3    (feet)  VERTCON   
 TG0332  ___________________________________________________________________
 TG0332  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 TG0332
 TG0332  VERT ORDER  -  THIRD (See Below)
 TG0332
 TG0332.The horizontal coordinates were scaled from a topographic map and have
 TG0332.an estimated accuracy of +/- 6 seconds.
 TG0332
 TG0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0332.The vertical order pertains to the NGVD 29 superseded value.
 TG0332
 TG0332.The geoid height was determined by GEOID03.
 TG0332
 TG0332;                    North         East    Units  Estimated Accuracy
 TG0332;SPC ND N     -   189,440.      473,480.      MT  (+/- 180 meters Scaled)
 TG0332
 TG0332                          SUPERSEDED SURVEY CONTROL
 TG0332
 TG0332  NGVD 29 (11/04/04)  616.90   (m)         2023.9    (f) RESET       3  
 TG0332
 TG0332.Superseded values are not recommended for survey control.
 TG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0332.See file dsdata.txt to determine how the superseded data were derived.
 TG0332
 TG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP046968(NAD 83)
 TG0332_MARKER: DB = BENCH MARK DISK
 TG0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0332_STAMPING: F 328 RESET 1972
 TG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0332+STABILITY: SURFACE MOTION
 TG0332
 TG0332  HISTORY     - Date     Condition        Report By
 TG0332  HISTORY     - 1972     MONUMENTED       NGS
 TG0332
 TG0332                          STATION DESCRIPTION
 TG0332
 TG0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TG0332'0.1 MI NW FROM NIOBE.
 TG0332'ABOUT 600 FEET NORTHWEST OF THE RAILROAD DEPOT IN NIOBE, 302 FEET
 TG0332'SOUTHEAST OF THE SOUTHEAST END OF THE RAILROAD TRESTLE, 178 FEET
 TG0332'SOUTHEAST OF THE CENTER OF THE RAILROAD CROSSING (CROSSING MAY BE
 TG0332'CHANGED A LITTLE), 132 FEET SOUTH OF RAILROAD SWITCH BLOCK, 90 FEET
 TG0332'SOUTHWEST OF THE SOUTHWEST RAIL, 3.5 FEET NORTHWEST OF A TELEPHONE
 TG0332'POLE, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 TG0332'OF A CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0605 ***********************************************************************
 TG0605  DESIGNATION -  F 329
 TG0605  PID         -  TG0605
 TG0605  STATE/COUNTY-  ND/MOUNTRAIL
 TG0605  USGS QUAD   -  BLAISDELL (1981)
 TG0605
 TG0605                         *CURRENT SURVEY CONTROL
 TG0605  ___________________________________________________________________
 TG0605* NAD 83(1986)-  48 20 12.     (N)    102 00 34.     (W)     SCALED    
 TG0605* NAVD 88     -       680.337  (meters)    2232.07   (feet)  ADJUSTED  
 TG0605  ___________________________________________________________________
 TG0605  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG0605  DYNAMIC HT  -         680.445 (meters)    2232.43  (feet)  COMP
 TG0605  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 TG0605
 TG0605  VERT ORDER  -  FIRST     CLASS II
 TG0605
 TG0605.The horizontal coordinates were scaled from a topographic map and have
 TG0605.an estimated accuracy of +/- 6 seconds.
 TG0605
 TG0605.The orthometric height was determined by differential leveling
 TG0605.and adjusted by the National Geodetic Survey in June 1991..
 TG0605
 TG0605.The geoid height was determined by GEOID03.
 TG0605
 TG0605.The dynamic height is computed by dividing the NAVD 88
 TG0605.geopotential number by the normal gravity value computed on the
 TG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0605.degrees latitude (g = 980.6199 gals.).
 TG0605
 TG0605.The modeled gravity was interpolated from observed gravity values.
 TG0605
 TG0605;                    North         East    Units  Estimated Accuracy
 TG0605;SPC ND N     -   149,710.      488,110.      MT  (+/- 180 meters Scaled)
 TG0605
 TG0605                          SUPERSEDED SURVEY CONTROL
 TG0605
 TG0605  NGVD 29 (??/??/92)  679.896  (m)         2230.63   (f) ADJ UNCH    1 2
 TG0605
 TG0605.Superseded values are not recommended for survey control.
 TG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0605.See file dsdata.txt to determine how the superseded data were derived.
 TG0605
 TG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP216580(NAD 83)
 TG0605_MARKER: DB = BENCH MARK DISK
 TG0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0605_STAMPING: F 329 1935
 TG0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0605+STABILITY: SURFACE MOTION
 TG0605
 TG0605  HISTORY     - Date     Condition        Report By
 TG0605  HISTORY     - 1935     MONUMENTED       CGS
 TG0605  HISTORY     - 1963     GOOD             NGS
 TG0605
 TG0605                          STATION DESCRIPTION
 TG0605
 TG0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0605'3.3 MI E FROM BLAISDELL.
 TG0605'ABOUT 3.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0605'AT BLAISDELL, ABOUT 0.1 MILE WEST OF MILEPOST 36, ON THE OUTSIDE OF A
 TG0605'LONG CURVE, 103 FEET SOUTH OF THE CENTER OF A FARM ROAD CROSSING, 68.2
 TG0605'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET NORTH OF A TELEPHONE
 TG0605'POLE BRACED BY A GUY WIRE, 31 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TG0605'5 FEET NORTHWEST OF A FENCE, 1.3 FEET NORTHEAST OF A METAL WITNESS
 TG0605'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TG0605'POST PROJECTING 4 INCHES, S 16, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0244 ***********************************************************************
 RP0244  DESIGNATION -  F 33
 RP0244  PID         -  RP0244
 RP0244  STATE/COUNTY-  ND/RICHLAND
 RP0244  USGS QUAD   -  SONORA (1972)
 RP0244
 RP0244                         *CURRENT SURVEY CONTROL
 RP0244  ___________________________________________________________________
 RP0244* NAD 83(1986)-  46 03 58.     (N)    096 43 16.     (W)     SCALED    
 RP0244* NAVD 88     -       299.994  (meters)     984.23   (feet)  ADJUSTED  
 RP0244  ___________________________________________________________________
 RP0244  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP0244  DYNAMIC HT  -         299.996 (meters)     984.24  (feet)  COMP
 RP0244  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 RP0244
 RP0244  VERT ORDER  -  SECOND    CLASS 0
 RP0244
 RP0244.The horizontal coordinates were scaled from a topographic map and have
 RP0244.an estimated accuracy of +/- 6 seconds.
 RP0244
 RP0244.The orthometric height was determined by differential leveling
 RP0244.and adjusted by the National Geodetic Survey in June 1991..
 RP0244
 RP0244.The geoid height was determined by GEOID03.
 RP0244
 RP0244.The dynamic height is computed by dividing the NAVD 88
 RP0244.geopotential number by the normal gravity value computed on the
 RP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0244.degrees latitude (g = 980.6199 gals.).
 RP0244
 RP0244.The modeled gravity was interpolated from observed gravity values.
 RP0244
 RP0244;                    North         East    Units  Estimated Accuracy
 RP0244;SPC ND S     -    51,430.      892,270.      MT  (+/- 180 meters Scaled)
 RP0244
 RP0244                          SUPERSEDED SURVEY CONTROL
 RP0244
 RP0244  NGVD 29 (??/??/92)  299.783  (m)          983.54   (f) ADJ UNCH    2 0
 RP0244
 RP0244.Superseded values are not recommended for survey control.
 RP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0244.See file dsdata.txt to determine how the superseded data were derived.
 RP0244
 RP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS762039(NAD 83)
 RP0244_MARKER: DB = BENCH MARK DISK
 RP0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0244_STAMPING: F 33 1934
 RP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0244+STABILITY: SURFACE MOTION
 RP0244
 RP0244  HISTORY     - Date     Condition        Report By
 RP0244  HISTORY     - 1934     MONUMENTED       CGS
 RP0244  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0244
 RP0244                          STATION DESCRIPTION
 RP0244
 RP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0244'5.4 MI W FROM FAIRMOUNT.
 RP0244'5.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0244'FAIRMOUNT, RICHLAND COUNTY, 3-1/2 POLES EAST OF MILEPOST 17, 210 FEET
 RP0244'WEST OF THE CENTER OF A PUBLIC-ROAD CROSSING, 55 FEET WEST OF A
 RP0244'CROSSING SIGNAL, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET
 RP0244'NORTH OF THE CENTERLINE OF A ROAD, AND 3 FEET LOWER THAN THE TRACK. A
 RP0244'STANDARD DISK, STAMPED F 33 1934 AND SET IN THE TOP OF A CONCRETE
 RP0244'POST.
 RP0244
 RP0244                          STATION RECOVERY (1990)
 RP0244
 RP0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1233 ***********************************************************************
 TF1233  DESIGNATION -  F 330
 TF1233  PID         -  TF1233
 TF1233  STATE/COUNTY-  ND/WARD
 TF1233  USGS QUAD   -  HARTLAND (1949)
 TF1233
 TF1233                         *CURRENT SURVEY CONTROL
 TF1233  ___________________________________________________________________
 TF1233* NAD 83(1986)-  48 24 05.     (N)    101 51 53.     (W)     SCALED    
 TF1233* NAVD 88     -       654.702  (meters)    2147.97   (feet)  ADJUSTED  
 TF1233  ___________________________________________________________________
 TF1233  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TF1233  DYNAMIC HT  -         654.809 (meters)    2148.32  (feet)  COMP
 TF1233  MODELED GRAV-     980,752.3   (mgal)                       NAVD 88
 TF1233
 TF1233  VERT ORDER  -  SECOND    CLASS 0
 TF1233
 TF1233.The horizontal coordinates were scaled from a topographic map and have
 TF1233.an estimated accuracy of +/- 6 seconds.
 TF1233
 TF1233.The orthometric height was determined by differential leveling
 TF1233.and adjusted by the National Geodetic Survey in June 1991..
 TF1233
 TF1233.The geoid height was determined by GEOID03.
 TF1233
 TF1233.The dynamic height is computed by dividing the NAVD 88
 TF1233.geopotential number by the normal gravity value computed on the
 TF1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1233.degrees latitude (g = 980.6199 gals.).
 TF1233
 TF1233.The modeled gravity was interpolated from observed gravity values.
 TF1233
 TF1233;                    North         East    Units  Estimated Accuracy
 TF1233;SPC ND N     -   156,710.      498,960.      MT  (+/- 180 meters Scaled)
 TF1233
 TF1233                          SUPERSEDED SURVEY CONTROL
 TF1233
 TF1233  NGVD 29 (??/??/92)  654.262  (m)         2146.52   (f) ADJ UNCH    2 0
 TF1233
 TF1233.Superseded values are not recommended for survey control.
 TF1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1233.See file dsdata.txt to determine how the superseded data were derived.
 TF1233
 TF1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU879648(NAD 83)
 TF1233_MARKER: DB = BENCH MARK DISK
 TF1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1233_STAMPING: F 330 1935
 TF1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1233+STABILITY: SURFACE MOTION
 TF1233
 TF1233  HISTORY     - Date     Condition        Report By
 TF1233  HISTORY     - 1935     MONUMENTED       CGS
 TF1233
 TF1233                          STATION DESCRIPTION
 TF1233
 TF1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1233'2.0 MI W FROM HARTLAND.
 TF1233'2.0 MILES WEST ALONG A ROAD FROM HARTLAND, WARD COUNTY, AT A ROAD
 TF1233'INTERSECTION, 50 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1233'ROAD, 33 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 15
 TF1233'FEET INSIDE THE RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE ROAD. A
 TF1233'STANDARD DISK, STAMPED F 330 1935 AND SET IN THE TOP OF A CONCRETE
 TF1233'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1034 ***********************************************************************
 TG1034  DESIGNATION -  F 331
 TG1034  PID         -  TG1034
 TG1034  STATE/COUNTY-  ND/BURKE
 TG1034  USGS QUAD   -  GRAND VIEW (1974)
 TG1034
 TG1034                         *CURRENT SURVEY CONTROL
 TG1034  ___________________________________________________________________
 TG1034* NAD 83(1986)-  48 44 06.     (N)    102 45 16.     (W)     SCALED    
 TG1034* NAVD 88     -       749.467  (meters)    2458.88   (feet)  ADJUSTED  
 TG1034  ___________________________________________________________________
 TG1034  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG1034  DYNAMIC HT  -         749.602 (meters)    2459.32  (feet)  COMP
 TG1034  MODELED GRAV-     980,764.4   (mgal)                       NAVD 88
 TG1034
 TG1034  VERT ORDER  -  SECOND    CLASS 0
 TG1034
 TG1034.The horizontal coordinates were scaled from a topographic map and have
 TG1034.an estimated accuracy of +/- 6 seconds.
 TG1034
 TG1034.The orthometric height was determined by differential leveling
 TG1034.and adjusted by the National Geodetic Survey in June 1991..
 TG1034
 TG1034.The geoid height was determined by GEOID03.
 TG1034
 TG1034.The dynamic height is computed by dividing the NAVD 88
 TG1034.geopotential number by the normal gravity value computed on the
 TG1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1034.degrees latitude (g = 980.6199 gals.).
 TG1034
 TG1034.The modeled gravity was interpolated from observed gravity values.
 TG1034
 TG1034;                    North         East    Units  Estimated Accuracy
 TG1034;SPC ND N     -   195,340.      434,190.      MT  (+/- 180 meters Scaled)
 TG1034
 TG1034                          SUPERSEDED SURVEY CONTROL
 TG1034
 TG1034  NGVD 29 (??/??/92)  749.002  (m)         2457.35   (f) ADJ UNCH    2 0
 TG1034
 TG1034.Superseded values are not recommended for survey control.
 TG1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1034.See file dsdata.txt to determine how the superseded data were derived.
 TG1034
 TG1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ651004(NAD 83)
 TG1034_MARKER: DB = BENCH MARK DISK
 TG1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1034_STAMPING: F 331 1935
 TG1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1034+STABILITY: SURFACE MOTION
 TG1034
 TG1034  HISTORY     - Date     Condition        Report By
 TG1034  HISTORY     - 1935     MONUMENTED       CGS
 TG1034  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1034
 TG1034                          STATION DESCRIPTION
 TG1034
 TG1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1034'12.6 MI S FROM COLUMBUS.
 TG1034'12.6 MILES SOUTH ALONG STATE HIGHWAY 40 FROM COLUMBUS, BURKE COUNTY,
 TG1034'ON THE SOUTH SIDE OF A KNOLL, AT THE T-JUNCTION OF A ROAD LEADING
 TG1034'EAST, 93 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 TG1034'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH THE ROAD.  A
 TG1034'STANDARD DISK, STAMPED F 331 1935 AND SET IN THE TOP OF A CONCRETE
 TG1034'POST.  NOTE-- HWY HAS BEEN RECONSTRUCTED.
 TG1034
 TG1034                          STATION RECOVERY (1974)
 TG1034
 TG1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0982 ***********************************************************************
 TG0982  DESIGNATION -  F 332
 TG0982  PID         -  TG0982
 TG0982  STATE/COUNTY-  ND/BURKE
 TG0982  USGS QUAD   -  GRAND VIEW (1974)
 TG0982
 TG0982                         *CURRENT SURVEY CONTROL
 TG0982  ___________________________________________________________________
 TG0982* NAD 83(1986)-  48 39 15.     (N)    102 46 36.     (W)     SCALED    
 TG0982* NAVD 88     -       738.441  (meters)    2422.70   (feet)  ADJUSTED  
 TG0982  ___________________________________________________________________
 TG0982  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG0982  DYNAMIC HT  -         738.571 (meters)    2423.13  (feet)  COMP
 TG0982  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TG0982
 TG0982  VERT ORDER  -  SECOND    CLASS 0
 TG0982
 TG0982.The horizontal coordinates were scaled from a topographic map and have
 TG0982.an estimated accuracy of +/- 6 seconds.
 TG0982
 TG0982.The orthometric height was determined by differential leveling
 TG0982.and adjusted by the National Geodetic Survey in June 1991..
 TG0982
 TG0982.The geoid height was determined by GEOID03.
 TG0982
 TG0982.The dynamic height is computed by dividing the NAVD 88
 TG0982.geopotential number by the normal gravity value computed on the
 TG0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0982.degrees latitude (g = 980.6199 gals.).
 TG0982
 TG0982.The modeled gravity was interpolated from observed gravity values.
 TG0982
 TG0982;                    North         East    Units  Estimated Accuracy
 TG0982;SPC ND N     -   186,400.      432,290.      MT  (+/- 180 meters Scaled)
 TG0982
 TG0982                          SUPERSEDED SURVEY CONTROL
 TG0982
 TG0982  NGVD 29 (??/??/92)  737.975  (m)         2421.17   (f) ADJ UNCH    2 0
 TG0982
 TG0982.Superseded values are not recommended for survey control.
 TG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0982.See file dsdata.txt to determine how the superseded data were derived.
 TG0982
 TG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP637913(NAD 83)
 TG0982_MARKER: DB = BENCH MARK DISK
 TG0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0982_STAMPING: F 332 1935
 TG0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0982+STABILITY: SURFACE MOTION
 TG0982
 TG0982  HISTORY     - Date     Condition        Report By
 TG0982  HISTORY     - 1935     MONUMENTED       CGS
 TG0982
 TG0982                          STATION DESCRIPTION
 TG0982
 TG0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0982'6.1 MI N FROM BATTLEVIEW.
 TG0982'6.1 MILES NORTH ALONG STATE HIGHWAY 40 FROM BATTLEVIEW, BURKE COUNTY,
 TG0982'ABOUT 400 FEET SOUTHWEST OF A TWO-STORY FARMHOUSE, AT A FARM ENTRANCE,
 TG0982'43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 TG0982'CENTERLINE OF THE FARM ENTRANCE, 2 FEET WEST OF THE RIGHT-OF-WAY
 TG0982'FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 332
 TG0982'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0983 ***********************************************************************
 TG0983  DESIGNATION -  F 332 RESET
 TG0983  PID         -  TG0983
 TG0983  STATE/COUNTY-  ND/BURKE
 TG0983  USGS QUAD   -  GRAND VIEW (1974)
 TG0983
 TG0983                         *CURRENT SURVEY CONTROL
 TG0983  ___________________________________________________________________
 TG0983* NAD 83(1986)-  48 39 15.     (N)    102 46 37.     (W)     SCALED    
 TG0983* NAVD 88     -       736.99   (+/-2cm)    2417.9    (feet)  VERTCON   
 TG0983  ___________________________________________________________________
 TG0983  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG0983
 TG0983  VERT ORDER  -  THIRD (See Below)
 TG0983
 TG0983.The horizontal coordinates were scaled from a topographic map and have
 TG0983.an estimated accuracy of +/- 6 seconds.
 TG0983
 TG0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0983.The vertical order pertains to the NGVD 29 superseded value.
 TG0983
 TG0983.The geoid height was determined by GEOID03.
 TG0983
 TG0983;                    North         East    Units  Estimated Accuracy
 TG0983;SPC ND N     -   186,400.      432,270.      MT  (+/- 180 meters Scaled)
 TG0983
 TG0983                          SUPERSEDED SURVEY CONTROL
 TG0983
 TG0983  NGVD 29 (11/04/04)  736.52   (m)         2416.4    (f) RESET       3  
 TG0983
 TG0983.Superseded values are not recommended for survey control.
 TG0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0983.See file dsdata.txt to determine how the superseded data were derived.
 TG0983
 TG0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP637913(NAD 83)
 TG0983_MARKER: DB = BENCH MARK DISK
 TG0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0983_STAMPING: F 332 RESET 1964
 TG0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0983+STABILITY: SURFACE MOTION
 TG0983
 TG0983  HISTORY     - Date     Condition        Report By
 TG0983  HISTORY     - 1964     MONUMENTED       CGS
 TG0983
 TG0983                          STATION DESCRIPTION
 TG0983
 TG0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TG0983'6.1 MI N FROM BATTLEVIEW.
 TG0983'5.35 MILES NORTH ALONG STATE HIGHWAY 40, FROM ITS JUNCTION WITH STATE
 TG0983'HIGHWAY 50 ABOUT 3/4 MILE EAST OF BATTLEVIEW, BURKE COUNTY, ABOUT 400
 TG0983'FEET WEST OF A FARMHOUSE, ABOUT 100 FEET EAST OF THE CENTERLINE OF THE
 TG0983'HIGHWAY, ABOUT 80 FEET NORTH OF THE CENTERLINE OF FARM DRIVEWAY, 2
 TG0983'FEET SOUTH OF A POWERLINE AND TELEPHONE POLE AND 2 FEET NORTH OF A
 TG0983'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0983'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1103 ***********************************************************************
 TG1103  DESIGNATION -  F 333
 TG1103  PID         -  TG1103
 TG1103  STATE/COUNTY-  ND/WILLIAMS
 TG1103  USGS QUAD   -  BIG MEADOW (1974)
 TG1103
 TG1103                         *CURRENT SURVEY CONTROL
 TG1103  ___________________________________________________________________
 TG1103* NAD 83(1986)-  48 37 08.     (N)    103 00 57.     (W)     SCALED    
 TG1103* NAVD 88     -       694.736  (meters)    2279.31   (feet)  ADJUSTED  
 TG1103  ___________________________________________________________________
 TG1103  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG1103  DYNAMIC HT  -         694.852 (meters)    2279.69  (feet)  COMP
 TG1103  MODELED GRAV-     980,752.9   (mgal)                       NAVD 88
 TG1103
 TG1103  VERT ORDER  -  SECOND    CLASS 0
 TG1103
 TG1103.The horizontal coordinates were scaled from a topographic map and have
 TG1103.an estimated accuracy of +/- 6 seconds.
 TG1103
 TG1103.The orthometric height was determined by differential leveling
 TG1103.and adjusted by the National Geodetic Survey in June 1991..
 TG1103
 TG1103.The geoid height was determined by GEOID03.
 TG1103
 TG1103.The dynamic height is computed by dividing the NAVD 88
 TG1103.geopotential number by the normal gravity value computed on the
 TG1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1103.degrees latitude (g = 980.6199 gals.).
 TG1103
 TG1103.The modeled gravity was interpolated from observed gravity values.
 TG1103
 TG1103;                    North         East    Units  Estimated Accuracy
 TG1103;SPC ND N     -   183,030.      414,550.      MT  (+/- 180 meters Scaled)
 TG1103
 TG1103                          SUPERSEDED SURVEY CONTROL
 TG1103
 TG1103  NGVD 29 (??/??/92)  694.265  (m)         2277.77   (f) ADJ UNCH    2 0
 TG1103
 TG1103.Superseded values are not recommended for survey control.
 TG1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1103.See file dsdata.txt to determine how the superseded data were derived.
 TG1103
 TG1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP462869(NAD 83)
 TG1103_MARKER: DB = BENCH MARK DISK
 TG1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1103_STAMPING: F 333 1935
 TG1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1103+STABILITY: SURFACE MOTION
 TG1103
 TG1103  HISTORY     - Date     Condition        Report By
 TG1103  HISTORY     - 1935     MONUMENTED       CGS
 TG1103  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1103
 TG1103                          STATION DESCRIPTION
 TG1103
 TG1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1103'5.5 MI W FROM MCGREGOR.
 TG1103'5.5 MILES WEST ALONG STATE HIGHWAY 50 FROM MCGREGOR, WILLIAMS COUNTY,
 TG1103'AT A ROAD INTERSECTION, 88 FEET WEST OF THE CENTERLINE OF THE ROAD, 36
 TG1103'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHWEST OF A
 TG1103'POLE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 333 1935
 TG1103'AND SET IN THE TOP OF A CONCRETE POST.
 TG1103
 TG1103                          STATION RECOVERY (1974)
 TG1103
 TG1103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1003 ***********************************************************************
 TF1003  DESIGNATION -  F 335
 TF1003  PID         -  TF1003
 TF1003  STATE/COUNTY-  ND/RENVILLE
 TF1003  USGS QUAD   -  BURLINGTON NE (1979)
 TF1003
 TF1003                         *CURRENT SURVEY CONTROL
 TF1003  ___________________________________________________________________
 TF1003* NAD 83(1986)-  48 27 30.     (N)    101 17 57.     (W)     SCALED    
 TF1003* NAVD 88     -       494.587  (meters)    1622.66   (feet)  ADJUSTED  
 TF1003  ___________________________________________________________________
 TF1003  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 TF1003  DYNAMIC HT  -         494.681 (meters)    1622.97  (feet)  COMP
 TF1003  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 TF1003
 TF1003  VERT ORDER  -  SECOND    CLASS 0
 TF1003
 TF1003.The horizontal coordinates were scaled from a topographic map and have
 TF1003.an estimated accuracy of +/- 6 seconds.
 TF1003
 TF1003.The orthometric height was determined by differential leveling
 TF1003.and adjusted by the National Geodetic Survey in June 1991..
 TF1003
 TF1003.The geoid height was determined by GEOID03.
 TF1003
 TF1003.The dynamic height is computed by dividing the NAVD 88
 TF1003.geopotential number by the normal gravity value computed on the
 TF1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1003.degrees latitude (g = 980.6199 gals.).
 TF1003
 TF1003.The modeled gravity was interpolated from observed gravity values.
 TF1003
 TF1003;                    North         East    Units  Estimated Accuracy
 TF1003;SPC ND N     -   162,450.      540,900.      MT  (+/- 180 meters Scaled)
 TF1003
 TF1003                          SUPERSEDED SURVEY CONTROL
 TF1003
 TF1003  NGVD 29 (??/??/92)  494.215  (m)         1621.44   (f) ADJ UNCH    2 0
 TF1003
 TF1003.Superseded values are not recommended for survey control.
 TF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1003.See file dsdata.txt to determine how the superseded data were derived.
 TF1003
 TF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU300697(NAD 83)
 TF1003_MARKER: DB = BENCH MARK DISK
 TF1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1003_SP_SET: CULVERT
 TF1003_STAMPING: F-335 1935
 TF1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1003
 TF1003  HISTORY     - Date     Condition        Report By
 TF1003  HISTORY     - 1935     MONUMENTED       CGS
 TF1003
 TF1003                          STATION DESCRIPTION
 TF1003
 TF1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1003'7.9 MI S FROM FORFAR.
 TF1003'7.9 MILES SOUTH OF RAILROAD CROSSING AT ALONG NO. 83 HIGHWAY, AT CROSS
 TF1003'ROAD.  15.4 MILES NORTH OF BRIDGE OVER THE SOURIS RIVER AT MINOT. 6
 TF1003'MILES NORTH OF RUTHVILLE.  SET IN CENTER OF THE SOUTH HEADWALL OF
 TF1003'CULVERT, ON WEST SIDE OF HIGHWAY.  LEVEL WITH ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1436 ***********************************************************************
 TF1436  DESIGNATION -  F 336
 TF1436  PID         -  TF1436
 TF1436  STATE/COUNTY-  ND/RENVILLE
 TF1436  USGS QUAD   -  GRANO (1949)
 TF1436
 TF1436                         *CURRENT SURVEY CONTROL
 TF1436  ___________________________________________________________________
 TF1436* NAD 83(1986)-  48 30 10.     (N)    101 31 01.     (W)     SCALED    
 TF1436* NAVD 88     -       531.254  (meters)    1742.96   (feet)  ADJUSTED  
 TF1436  ___________________________________________________________________
 TF1436  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TF1436  DYNAMIC HT  -         531.357 (meters)    1743.29  (feet)  COMP
 TF1436  MODELED GRAV-     980,788.1   (mgal)                       NAVD 88
 TF1436
 TF1436  VERT ORDER  -  SECOND    CLASS 0
 TF1436
 TF1436.The horizontal coordinates were scaled from a topographic map and have
 TF1436.an estimated accuracy of +/- 6 seconds.
 TF1436
 TF1436.The orthometric height was determined by differential leveling
 TF1436.and adjusted by the National Geodetic Survey in June 1991..
 TF1436
 TF1436.The geoid height was determined by GEOID03.
 TF1436
 TF1436.The dynamic height is computed by dividing the NAVD 88
 TF1436.geopotential number by the normal gravity value computed on the
 TF1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1436.degrees latitude (g = 980.6199 gals.).
 TF1436
 TF1436.The modeled gravity was interpolated from observed gravity values.
 TF1436
 TF1436;                    North         East    Units  Estimated Accuracy
 TF1436;SPC ND N     -   167,580.      524,860.      MT  (+/- 180 meters Scaled)
 TF1436
 TF1436                          SUPERSEDED SURVEY CONTROL
 TF1436
 TF1436  NGVD 29 (??/??/92)  530.889  (m)         1741.76   (f) ADJ UNCH    2 0
 TF1436
 TF1436.Superseded values are not recommended for survey control.
 TF1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1436.See file dsdata.txt to determine how the superseded data were derived.
 TF1436
 TF1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU140752(NAD 83)
 TF1436_MARKER: DB = BENCH MARK DISK
 TF1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1436_STAMPING: F 336 1935
 TF1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1436+STABILITY: SURFACE MOTION
 TF1436
 TF1436  HISTORY     - Date     Condition        Report By
 TF1436  HISTORY     - 1935     MONUMENTED       CGS
 TF1436
 TF1436                          STATION DESCRIPTION
 TF1436
 TF1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1436'1.0 MI W FROM CHOLA.
 TF1436'1.0 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT CHOLA,
 TF1436'RENVILLE COUNTY, 8.0 MILES SOUTH ALONG A ROAD.  AT A ROAD
 TF1436'INTERSECTION, 66 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1436'ROAD, AND 63 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.
 TF1436'A STANDARD DISK, STAMPED F 336 1935 AND SET IN THE TOP OF A CONCRETE
 TF1436'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1565 ***********************************************************************
 TF1565  DESIGNATION -  F 337
 TF1565  PID         -  TF1565
 TF1565  STATE/COUNTY-  ND/WARD
 TF1565  USGS QUAD   -  NORMA (1948)
 TF1565
 TF1565                         *CURRENT SURVEY CONTROL
 TF1565  ___________________________________________________________________
 TF1565* NAD 83(1986)-  48 38 51.     (N)    101 58 23.     (W)     SCALED    
 TF1565* NAVD 88     -       591.778  (meters)    1941.53   (feet)  ADJUSTED  
 TF1565  ___________________________________________________________________
 TF1565  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 TF1565  DYNAMIC HT  -         591.892 (meters)    1941.90  (feet)  COMP
 TF1565  MODELED GRAV-     980,784.1   (mgal)                       NAVD 88
 TF1565
 TF1565  VERT ORDER  -  SECOND    CLASS 0
 TF1565
 TF1565.The horizontal coordinates were scaled from a topographic map and have
 TF1565.an estimated accuracy of +/- 6 seconds.
 TF1565
 TF1565.The orthometric height was determined by differential leveling
 TF1565.and adjusted by the National Geodetic Survey in June 1991..
 TF1565
 TF1565.The geoid height was determined by GEOID03.
 TF1565
 TF1565.The dynamic height is computed by dividing the NAVD 88
 TF1565.geopotential number by the normal gravity value computed on the
 TF1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1565.degrees latitude (g = 980.6199 gals.).
 TF1565
 TF1565.The modeled gravity was interpolated from observed gravity values.
 TF1565
 TF1565;                    North         East    Units  Estimated Accuracy
 TF1565;SPC ND N     -   184,220.      491,460.      MT  (+/- 180 meters Scaled)
 TF1565
 TF1565                          SUPERSEDED SURVEY CONTROL
 TF1565
 TF1565  NGVD 29 (??/??/92)  591.395  (m)         1940.27   (f) ADJ UNCH    2 0
 TF1565
 TF1565.Superseded values are not recommended for survey control.
 TF1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1565.See file dsdata.txt to determine how the superseded data were derived.
 TF1565
 TF1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU810925(NAD 83)
 TF1565_MARKER: DB = BENCH MARK DISK
 TF1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1565_STAMPING: F 337 1935
 TF1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1565+STABILITY: SURFACE MOTION
 TF1565
 TF1565  HISTORY     - Date     Condition        Report By
 TF1565  HISTORY     - 1935     MONUMENTED       CGS
 TF1565  HISTORY     - 1963     GOOD             NGS
 TF1565
 TF1565                          STATION DESCRIPTION
 TF1565
 TF1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1565'8.1 MI SE FROM KENMARE.
 TF1565'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1565'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1565'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 2.0 MILES SOUTH
 TF1565'ALONG A GRAVELED ROAD, 52 FEET SOUTHWEST OF THE CENTER OF A ROAD
 TF1565'INTERSECTION, 37 FEET WEST OF THE CENTER LINE OF THE CENTER LINE OF
 TF1565'THE GRAVELED ROAD, 35 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 TF1565'ROAD, 8 1/2 FEET EAST OF A CORNER FENCE POST, 1.5 FEET SOUTHWEST OF A
 TF1565'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF1565'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0508 ***********************************************************************
 RP0508  DESIGNATION -  F 34
 RP0508  PID         -  RP0508
 RP0508  STATE/COUNTY-  ND/SARGENT
 RP0508  USGS QUAD   -  RUTLAND (1978)
 RP0508
 RP0508                         *CURRENT SURVEY CONTROL
 RP0508  ___________________________________________________________________
 RP0508* NAD 83(1986)-  46 02 44.     (N)    097 35 31.     (W)     SCALED    
 RP0508* NAVD 88     -       382.820  (meters)    1255.97   (feet)  ADJUSTED  
 RP0508  ___________________________________________________________________
 RP0508  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 RP0508  DYNAMIC HT  -         382.813 (meters)    1255.95  (feet)  COMP
 RP0508  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 RP0508
 RP0508  VERT ORDER  -  SECOND    CLASS 0
 RP0508
 RP0508.The horizontal coordinates were scaled from a topographic map and have
 RP0508.an estimated accuracy of +/- 6 seconds.
 RP0508
 RP0508.The orthometric height was determined by differential leveling
 RP0508.and adjusted by the National Geodetic Survey in June 1991..
 RP0508
 RP0508.The geoid height was determined by GEOID03.
 RP0508
 RP0508.The dynamic height is computed by dividing the NAVD 88
 RP0508.geopotential number by the normal gravity value computed on the
 RP0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0508.degrees latitude (g = 980.6199 gals.).
 RP0508
 RP0508.The modeled gravity was interpolated from observed gravity values.
 RP0508
 RP0508;                    North         East    Units  Estimated Accuracy
 RP0508;SPC ND S     -    46,280.      825,040.      MT  (+/- 180 meters Scaled)
 RP0508
 RP0508                          SUPERSEDED SURVEY CONTROL
 RP0508
 RP0508  NGVD 29 (??/??/92)  382.531  (m)         1255.02   (f) ADJ UNCH    2 0
 RP0508
 RP0508.Superseded values are not recommended for survey control.
 RP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0508.See file dsdata.txt to determine how the superseded data were derived.
 RP0508
 RP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS089000(NAD 83)
 RP0508_MARKER: DB = BENCH MARK DISK
 RP0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0508_STAMPING: F 34 1934
 RP0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0508+STABILITY: SURFACE MOTION
 RP0508
 RP0508  HISTORY     - Date     Condition        Report By
 RP0508  HISTORY     - 1934     MONUMENTED       CGS
 RP0508  HISTORY     - 1957     MARK NOT FOUND   USGS
 RP0508
 RP0508                          STATION DESCRIPTION
 RP0508
 RP0508'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 RP0508'4.3 MI W FROM RUTLAND.
 RP0508'4.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0508'RUTLAND, SARGENT COUNTY, ABOUT 3 POLES WEST OF MILEPOST 4, AT A PUBLIC
 RP0508'ROAD CROSSING, ABOUT 135 FEET WEST OF A CROSSING SIGNAL, 40 FEET EAST
 RP0508'OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER LINE OF
 RP0508'THE TRACK, 12 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 28 FEET WEST OF A
 RP0508'POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RP0508'F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0502 ***********************************************************************
 TF0502  DESIGNATION -  F 340 RESET
 TF0502  PID         -  TF0502
 TF0502  STATE/COUNTY-  ND/BOTTINEAU
 TF0502  USGS QUAD   -  SOURIS SE (1954)
 TF0502
 TF0502                         *CURRENT SURVEY CONTROL
 TF0502  ___________________________________________________________________
 TF0502* NAD 83(1986)-  48 49 16.     (N)    100 35 57.     (W)     SCALED    
 TF0502* NAVD 88     -       462.94   (+/-2cm)    1518.8    (feet)  VERTCON   
 TF0502  ___________________________________________________________________
 TF0502  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 TF0502
 TF0502  VERT ORDER  -  THIRD (See Below)
 TF0502
 TF0502.The horizontal coordinates were scaled from a topographic map and have
 TF0502.an estimated accuracy of +/- 6 seconds.
 TF0502
 TF0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0502.The vertical order pertains to the NGVD 29 superseded value.
 TF0502
 TF0502.The geoid height was determined by GEOID03.
 TF0502
 TF0502;                    North         East    Units  Estimated Accuracy
 TF0502;SPC ND N     -   202,490.      592,720.      MT  (+/- 180 meters Scaled)
 TF0502
 TF0502                          SUPERSEDED SURVEY CONTROL
 TF0502
 TF0502  NGVD 29 (11/04/04)  462.57   (m)         1517.6    (f) RESET       3  
 TF0502
 TF0502.Superseded values are not recommended for survey control.
 TF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0502.See file dsdata.txt to determine how the superseded data were derived.
 TF0502
 TF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV826088(NAD 83)
 TF0502_MARKER: DB = BENCH MARK DISK
 TF0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0502_STAMPING: F 340 RESET 1941
 TF0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0502+STABILITY: SURFACE MOTION
 TF0502
 TF0502  HISTORY     - Date     Condition        Report By
 TF0502  HISTORY     - 1941     MONUMENTED       NDHD
 TF0502
 TF0502                          STATION DESCRIPTION
 TF0502
 TF0502'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1941
 TF0502'7.6 MI W FROM BOTTINEAU.
 TF0502'7.6 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0502'BOTTINEAU, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 100 FEET NORTH
 TF0502'AND 33 FEET EAST OF THE SECTION CORNER COMMON TO SECTIONS 25, 26, 35,
 TF0502'AND 36, T. 162 M., R. 77 W. A STANDARD DISK, STAMPED F 340 RESET 1941
 TF0502'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1658 ***********************************************************************
 TF1658  DESIGNATION -  F 341
 TF1658  PID         -  TF1658
 TF1658  STATE/COUNTY-  ND/RENVILLE
 TF1658  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF1658
 TF1658                         *CURRENT SURVEY CONTROL
 TF1658  ___________________________________________________________________
 TF1658* NAD 83(1986)-  48 57 58.     (N)    101 48 09.     (W)     SCALED    
 TF1658* NAVD 88     -       532.890  (meters)    1748.32   (feet)  ADJUSTED  
 TF1658  ___________________________________________________________________
 TF1658  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 TF1658  DYNAMIC HT  -         533.011 (meters)    1748.72  (feet)  COMP
 TF1658  MODELED GRAV-     980,819.9   (mgal)                       NAVD 88
 TF1658
 TF1658  VERT ORDER  -  SECOND    CLASS 0
 TF1658
 TF1658.The horizontal coordinates were scaled from a topographic map and have
 TF1658.an estimated accuracy of +/- 6 seconds.
 TF1658
 TF1658.The orthometric height was determined by differential leveling
 TF1658.and adjusted by the National Geodetic Survey in June 1991..
 TF1658
 TF1658.The geoid height was determined by GEOID03.
 TF1658
 TF1658.The dynamic height is computed by dividing the NAVD 88
 TF1658.geopotential number by the normal gravity value computed on the
 TF1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1658.degrees latitude (g = 980.6199 gals.).
 TF1658
 TF1658.The modeled gravity was interpolated from observed gravity values.
 TF1658
 TF1658;                    North         East    Units  Estimated Accuracy
 TF1658;SPC ND N     -   219,420.      504,630.      MT  (+/- 180 meters Scaled)
 TF1658
 TF1658                          SUPERSEDED SURVEY CONTROL
 TF1658
 TF1658  NGVD 29 (??/??/92)  532.506  (m)         1747.06   (f) ADJ UNCH    2 0
 TF1658
 TF1658.Superseded values are not recommended for survey control.
 TF1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1658.See file dsdata.txt to determine how the superseded data were derived.
 TF1658
 TF1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV948274(NAD 83)
 TF1658_MARKER: DB = BENCH MARK DISK
 TF1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1658_STAMPING: F 341 1935
 TF1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1658+STABILITY: SURFACE MOTION
 TF1658
 TF1658  HISTORY     - Date     Condition        Report By
 TF1658  HISTORY     - 1935     MONUMENTED       CGS
 TF1658
 TF1658                          STATION DESCRIPTION
 TF1658
 TF1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1658'0.5 MI N FROM SHERWOOD.
 TF1658'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1658'STATION AT SHERWOOD, RENVILLE COUNTY, 8.0 MILES WEST ALONG A
 TF1658'SECTION-LINE ROAD.  OPPOSITE A U. S. CUSTOMS SIGN, IN THE NORTHEAST
 TF1658'QUARTER OF A ROAD INTERSECTION, 80 FEET NORTH OF THE CENTERLINE OF THE
 TF1658'EAST-AND-WEST ROAD, 30 FEET EAST OF THE CENTERLINE OF THE
 TF1658'NORTH-AND-SOUTH ROAD, 40 FEET NORTH OF A FENCE CORNER, AND LEVEL WITH
 TF1658'THE ROAD.  A STANDARD DISK, STAMPED F 341 1935 AND SET IN THE TOP OF A
 TF1658'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0749 ***********************************************************************
 TF0749  DESIGNATION -  F 342 RESET
 TF0749  PID         -  TF0749
 TF0749  STATE/COUNTY-  ND/BOTTINEAU
 TF0749  USGS QUAD   -  RENVILLE (1950)
 TF0749
 TF0749                         *CURRENT SURVEY CONTROL
 TF0749  ___________________________________________________________________
 TF0749* NAD 83(1986)-  48 48 23.     (N)    101 17 59.     (W)     SCALED    
 TF0749* NAVD 88     -       469.257  (meters)    1539.55   (feet)  ADJUSTED  
 TF0749  ___________________________________________________________________
 TF0749  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TF0749  DYNAMIC HT  -         469.362 (meters)    1539.90  (feet)  COMP
 TF0749  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 TF0749
 TF0749  VERT ORDER  -  SECOND    CLASS 0
 TF0749
 TF0749.The horizontal coordinates were scaled from a topographic map and have
 TF0749.an estimated accuracy of +/- 6 seconds.
 TF0749
 TF0749.The orthometric height was determined by differential leveling
 TF0749.and adjusted by the National Geodetic Survey in June 1991..
 TF0749
 TF0749.The geoid height was determined by GEOID03.
 TF0749
 TF0749.The dynamic height is computed by dividing the NAVD 88
 TF0749.geopotential number by the normal gravity value computed on the
 TF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0749.degrees latitude (g = 980.6199 gals.).
 TF0749
 TF0749.The modeled gravity was interpolated from observed gravity values.
 TF0749
 TF0749;                    North         East    Units  Estimated Accuracy
 TF0749;SPC ND N     -   201,150.      541,260.      MT  (+/- 180 meters Scaled)
 TF0749
 TF0749                          SUPERSEDED SURVEY CONTROL
 TF0749
 TF0749  NGVD 29 (??/??/92)  468.911  (m)         1538.42   (f) ADJ UNCH    2 0
 TF0749
 TF0749.Superseded values are not recommended for survey control.
 TF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0749.See file dsdata.txt to determine how the superseded data were derived.
 TF0749
 TF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV311084(NAD 83)
 TF0749_MARKER: DB = BENCH MARK DISK
 TF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0749_STAMPING: F 342 RESET 1963
 TF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0749+STABILITY: SURFACE MOTION
 TF0749
 TF0749  HISTORY     - Date     Condition        Report By
 TF0749  HISTORY     - 1963     MONUMENTED       CGS
 TF0749
 TF0749                          STATION DESCRIPTION
 TF0749
 TF0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0749'12.05 MI S FROM ANTLER.
 TF0749'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0749'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0749'THENCE 11.0 MILES SOUTH ALONG STATE HIGHWAY 39, AT A ROAD
 TF0749'INTERSECTION, IN SECTION 4, T 161 N, R 82 W, 97 FEET WEST OF THE
 TF0749'CENTER LINE OF THE HIGHWAY, 50 FEET SOUTH OF THE CENTER LINE OF AN
 TF0749'EAST-WEST ROAD, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TF0749'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TF0749'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0876 ***********************************************************************
 TF0876  DESIGNATION -  F 344
 TF0876  PID         -  TF0876
 TF0876  STATE/COUNTY-  ND/BOTTINEAU
 TF0876  USGS QUAD   -  ANTLER (1971)
 TF0876
 TF0876                         *CURRENT SURVEY CONTROL
 TF0876  ___________________________________________________________________
 TF0876* NAD 83(1986)-  48 59 57.     (N)    101 18 09.     (W)     SCALED    
 TF0876* NAVD 88     -       467.012  (meters)    1532.19   (feet)  ADJUSTED  
 TF0876  ___________________________________________________________________
 TF0876  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0876  DYNAMIC HT  -         467.127 (meters)    1532.57  (feet)  COMP
 TF0876  MODELED GRAV-     980,842.8   (mgal)                       NAVD 88
 TF0876
 TF0876  VERT ORDER  -  SECOND    CLASS 0
 TF0876
 TF0876.The horizontal coordinates were scaled from a topographic map and have
 TF0876.an estimated accuracy of +/- 6 seconds.
 TF0876
 TF0876.The orthometric height was determined by differential leveling
 TF0876.and adjusted by the National Geodetic Survey in June 1991..
 TF0876
 TF0876.The geoid height was determined by GEOID03.
 TF0876
 TF0876.The dynamic height is computed by dividing the NAVD 88
 TF0876.geopotential number by the normal gravity value computed on the
 TF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0876.degrees latitude (g = 980.6199 gals.).
 TF0876
 TF0876.The modeled gravity was interpolated from observed gravity values.
 TF0876
 TF0876;                    North         East    Units  Estimated Accuracy
 TF0876;SPC ND N     -   222,590.      541,280.      MT  (+/- 180 meters Scaled)
 TF0876
 TF0876                          SUPERSEDED SURVEY CONTROL
 TF0876
 TF0876  NGVD 29 (??/??/92)  466.650  (m)         1531.00   (f) ADJ UNCH    2 0
 TF0876
 TF0876.Superseded values are not recommended for survey control.
 TF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0876.See file dsdata.txt to determine how the superseded data were derived.
 TF0876
 TF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV315299(NAD 83)
 TF0876_MARKER: X = CHISELED CROSS
 TF0876_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0876_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0876_STAMPING: U.S.C.G.S.B.M. F-344 1935
 TF0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0876
 TF0876  HISTORY     - Date     Condition        Report By
 TF0876  HISTORY     - 1935     MONUMENTED       CGS
 TF0876
 TF0876                          STATION DESCRIPTION
 TF0876
 TF0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0876'2.4 MI NW FROM ANTLER.
 TF0876'ABOUT 0.6 MILES WEST AND 1.8 MILES NORTH OF, ALONG CANADIAN BOUNDARY
 TF0876'ALONG ROADS TO A CROSS ROAD 0.8 MILE WEST AND 0.25 MILE SOUTH OF THE
 TF0876'GREAT NORTHERN DEPOT AT ANTLER, THENCE NORTH TO THE CANADIAN LINE,
 TF0876'THENCE WEST ALONG THE LINE ABOUT 500 FEET TO BOUNDARY MARK NO. 672.
 TF0876'MARK IS A CHISELED CROSS ON THE SOUTH SIDE OF THE IRON POST, 1 FOOT
 TF0876'ABOVE THE TOP OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0543 ***********************************************************************
 TF0543  DESIGNATION -  F 345
 TF0543  PID         -  TF0543
 TF0543  STATE/COUNTY-  ND/BOTTINEAU
 TF0543  USGS QUAD   -  SOURIS SW (1954)
 TF0543
 TF0543                         *CURRENT SURVEY CONTROL
 TF0543  ___________________________________________________________________
 TF0543* NAD 83(1986)-  48 48 24.     (N)    100 42 31.     (W)     SCALED    
 TF0543* NAVD 88     -       449.474  (meters)    1474.65   (feet)  ADJUSTED  
 TF0543  ___________________________________________________________________
 TF0543  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TF0543  DYNAMIC HT  -         449.577 (meters)    1474.99  (feet)  COMP
 TF0543  MODELED GRAV-     980,826.6   (mgal)                       NAVD 88
 TF0543
 TF0543  VERT ORDER  -  SECOND    CLASS 0
 TF0543
 TF0543.The horizontal coordinates were scaled from a topographic map and have
 TF0543.an estimated accuracy of +/- 6 seconds.
 TF0543
 TF0543.The orthometric height was determined by differential leveling
 TF0543.and adjusted by the National Geodetic Survey in June 1991..
 TF0543
 TF0543.The geoid height was determined by GEOID03.
 TF0543
 TF0543.The dynamic height is computed by dividing the NAVD 88
 TF0543.geopotential number by the normal gravity value computed on the
 TF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0543.degrees latitude (g = 980.6199 gals.).
 TF0543
 TF0543.The modeled gravity was interpolated from observed gravity values.
 TF0543
 TF0543;                    North         East    Units  Estimated Accuracy
 TF0543;SPC ND N     -   200,900.      584,680.      MT  (+/- 180 meters Scaled)
 TF0543
 TF0543                          SUPERSEDED SURVEY CONTROL
 TF0543
 TF0543  NGVD 29 (??/??/92)  449.105  (m)         1473.44   (f) ADJ UNCH    2 0
 TF0543
 TF0543.Superseded values are not recommended for survey control.
 TF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0543.See file dsdata.txt to determine how the superseded data were derived.
 TF0543
 TF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV745073(NAD 83)
 TF0543_MARKER: DB = BENCH MARK DISK
 TF0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0543_STAMPING: F 345 1935
 TF0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0543+STABILITY: SURFACE MOTION
 TF0543
 TF0543  HISTORY     - Date     Condition        Report By
 TF0543  HISTORY     - 1935     MONUMENTED       CGS
 TF0543  HISTORY     - 1954     MARK NOT FOUND   NGS
 TF0543
 TF0543                          STATION DESCRIPTION
 TF0543
 TF0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TF0543'8.0 MI N FROM KRAMER.
 TF0543'8.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE CROSSING OF THE SOO
 TF0543'LINE RAILROAD AT KRAMER, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 45
 TF0543'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 40 FEET WEST OF THE
 TF0543'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 345 1935 AND
 TF0543'SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION LEADS TO DITCH
 TF0543'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0811 ***********************************************************************
 TF0811  DESIGNATION -  F 346
 TF0811  PID         -  TF0811
 TF0811  STATE/COUNTY-  ND/BOTTINEAU
 TF0811  USGS QUAD   -  WESTHOPE SW (1949)
 TF0811
 TF0811                         *CURRENT SURVEY CONTROL
 TF0811  ___________________________________________________________________
 TF0811* NAD 83(1986)-  48 51 00.     (N)    101 08 48.     (W)     SCALED    
 TF0811* NAVD 88     -       455.855  (meters)    1495.58   (feet)  ADJUSTED  
 TF0811  ___________________________________________________________________
 TF0811  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0811  DYNAMIC HT  -         455.960 (meters)    1495.93  (feet)  COMP
 TF0811  MODELED GRAV-     980,826.9   (mgal)                       NAVD 88
 TF0811
 TF0811  VERT ORDER  -  SECOND    CLASS 0
 TF0811
 TF0811.The horizontal coordinates were scaled from a topographic map and have
 TF0811.an estimated accuracy of +/- 6 seconds.
 TF0811
 TF0811.The orthometric height was determined by differential leveling
 TF0811.and adjusted by the National Geodetic Survey in June 1991..
 TF0811
 TF0811.The geoid height was determined by GEOID03.
 TF0811
 TF0811.The dynamic height is computed by dividing the NAVD 88
 TF0811.geopotential number by the normal gravity value computed on the
 TF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0811.degrees latitude (g = 980.6199 gals.).
 TF0811
 TF0811.The modeled gravity was interpolated from observed gravity values.
 TF0811
 TF0811;                    North         East    Units  Estimated Accuracy
 TF0811;SPC ND N     -   205,900.      552,540.      MT  (+/- 180 meters Scaled)
 TF0811
 TF0811                          SUPERSEDED SURVEY CONTROL
 TF0811
 TF0811  NGVD 29 (??/??/92)  455.495  (m)         1494.40   (f) ADJ UNCH    2 0
 TF0811
 TF0811.Superseded values are not recommended for survey control.
 TF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0811.See file dsdata.txt to determine how the superseded data were derived.
 TF0811
 TF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV425130(NAD 83)
 TF0811_MARKER: DB = BENCH MARK DISK
 TF0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0811_STAMPING: F-346 1935
 TF0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0811+STABILITY: SURFACE MOTION
 TF0811
 TF0811  HISTORY     - Date     Condition        Report By
 TF0811  HISTORY     - 1935     MONUMENTED       CGS
 TF0811  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0811
 TF0811                          STATION DESCRIPTION
 TF0811
 TF0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0811'5.7 MI S FROM KUROKI.
 TF0811'5.7 MILES SOUTH OF RAILROAD CROSSING AT 2.0 MILES NORTH OF STATE HIWAY
 TF0811'NO. 5 ALONG NORTH-SOUTH ROAD, AT CROSS ROAD. 5.7 MILES SOUTH OF
 TF0811'RAILROAD CROSSING AT KUROKI.  SET IN POST, 45 FEET EAST OF CENTERLINE
 TF0811'OF THE NORTH-SOUTH ROAD, 39 FEET NORTH OF THE EAST-WEST ROAD.
 TF0811
 TF0811                          STATION RECOVERY (1963)
 TF0811
 TF0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0812 ***********************************************************************
 TF0812  DESIGNATION -  F 346 RESET
 TF0812  PID         -  TF0812
 TF0812  STATE/COUNTY-  ND/BOTTINEAU
 TF0812  USGS QUAD   -  WESTHOPE SW (1949)
 TF0812
 TF0812                         *CURRENT SURVEY CONTROL
 TF0812  ___________________________________________________________________
 TF0812* NAD 83(1986)-  48 51 00.     (N)    101 08 46.     (W)     SCALED    
 TF0812* NAVD 88     -       455.822  (meters)    1495.48   (feet)  ADJUSTED  
 TF0812  ___________________________________________________________________
 TF0812  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0812  DYNAMIC HT  -         455.927 (meters)    1495.82  (feet)  COMP
 TF0812  MODELED GRAV-     980,826.9   (mgal)                       NAVD 88
 TF0812
 TF0812  VERT ORDER  -  SECOND    CLASS 0
 TF0812
 TF0812.The horizontal coordinates were scaled from a topographic map and have
 TF0812.an estimated accuracy of +/- 6 seconds.
 TF0812
 TF0812.The orthometric height was determined by differential leveling
 TF0812.and adjusted by the National Geodetic Survey in June 1991..
 TF0812
 TF0812.The geoid height was determined by GEOID03.
 TF0812
 TF0812.The dynamic height is computed by dividing the NAVD 88
 TF0812.geopotential number by the normal gravity value computed on the
 TF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0812.degrees latitude (g = 980.6199 gals.).
 TF0812
 TF0812.The modeled gravity was interpolated from observed gravity values.
 TF0812
 TF0812;                    North         East    Units  Estimated Accuracy
 TF0812;SPC ND N     -   205,900.      552,580.      MT  (+/- 180 meters Scaled)
 TF0812
 TF0812                          SUPERSEDED SURVEY CONTROL
 TF0812
 TF0812  NGVD 29 (??/??/92)  455.466  (m)         1494.31   (f) ADJ UNCH    2 0
 TF0812
 TF0812.Superseded values are not recommended for survey control.
 TF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0812.See file dsdata.txt to determine how the superseded data were derived.
 TF0812
 TF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV425130(NAD 83)
 TF0812_MARKER: DB = BENCH MARK DISK
 TF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0812_STAMPING: F 346 RESET 1959
 TF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0812+STABILITY: SURFACE MOTION
 TF0812
 TF0812  HISTORY     - Date     Condition        Report By
 TF0812  HISTORY     - 1959     MONUMENTED       CGS
 TF0812  HISTORY     - 1963     GOOD             NGS
 TF0812
 TF0812                          STATION DESCRIPTION
 TF0812
 TF0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0812'5.7 MI S FROM KUROKI.
 TF0812'ABOUT 5.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0812'RAILWAY STATION AT KUROKI, IN SECTION 14, T 162 N, R 81 W, 95 FEET
 TF0812'NORTH OF THE CENTER OF A ROAD INTERSECTION, 86 FEET EAST OF THE CENTER
 TF0812'LINE OF THE ROAD, IN LINE WITH A ROW OF POWER POLES, 1.3 FEET NORTH OF
 TF0812'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 TF0812'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0565 ***********************************************************************
 TF0565  DESIGNATION -  F 347
 TF0565  PID         -  TF0565
 TF0565  STATE/COUNTY-  ND/BOTTINEAU
 TF0565  USGS QUAD   -  UPHAM NE (1955)
 TF0565
 TF0565                         *CURRENT SURVEY CONTROL
 TF0565  ___________________________________________________________________
 TF0565* NAD 83(1986)-  48 42 05.     (N)    100 31 01.     (W)     SCALED    
 TF0565* NAVD 88     -       445.911  (meters)    1462.96   (feet)  ADJUSTED  
 TF0565  ___________________________________________________________________
 TF0565  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0565  DYNAMIC HT  -         446.015 (meters)    1463.30  (feet)  COMP
 TF0565  MODELED GRAV-     980,830.7   (mgal)                       NAVD 88
 TF0565
 TF0565  VERT ORDER  -  SECOND    CLASS 0
 TF0565
 TF0565.The horizontal coordinates were scaled from a topographic map and have
 TF0565.an estimated accuracy of +/- 6 seconds.
 TF0565
 TF0565.The orthometric height was determined by differential leveling
 TF0565.and adjusted by the National Geodetic Survey in June 1991..
 TF0565
 TF0565.The geoid height was determined by GEOID03.
 TF0565
 TF0565.The dynamic height is computed by dividing the NAVD 88
 TF0565.geopotential number by the normal gravity value computed on the
 TF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0565.degrees latitude (g = 980.6199 gals.).
 TF0565
 TF0565.The modeled gravity was interpolated from observed gravity values.
 TF0565
 TF0565;                    North         East    Units  Estimated Accuracy
 TF0565;SPC ND N     -   189,170.      598,750.      MT  (+/- 180 meters Scaled)
 TF0565
 TF0565                          SUPERSEDED SURVEY CONTROL
 TF0565
 TF0565  NGVD 29 (??/??/92)  445.563  (m)         1461.82   (f) ADJ UNCH    2 0
 TF0565
 TF0565.Superseded values are not recommended for survey control.
 TF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0565.See file dsdata.txt to determine how the superseded data were derived.
 TF0565
 TF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU883953(NAD 83)
 TF0565_MARKER: DB = BENCH MARK DISK
 TF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0565_STAMPING: F 347 1935
 TF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0565+STABILITY: SURFACE MOTION
 TF0565
 TF0565  HISTORY     - Date     Condition        Report By
 TF0565  HISTORY     - 1935     MONUMENTED       CGS
 TF0565  HISTORY     - 1940     GOOD             NGS
 TF0565  HISTORY     - 1968     GOOD             NDSU
 TF0565
 TF0565                          STATION DESCRIPTION
 TF0565
 TF0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0565'0.8 MI W FROM BOTTINEAU.
 TF0565'0.8 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT GARDENA,
 TF0565'BOTTINEAU COUNTY, 2 POLES WEST OF MILEPOST 527, AT THE CROSSING OF A
 TF0565'SECTION-LINE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, 39
 TF0565'FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF A POLE,
 TF0565'AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 TF0565'STAMPED F 347 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0565
 TF0565                          STATION RECOVERY (1968)
 TF0565
 TF0565'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1968
 TF0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0318 ***********************************************************************
 TF0318  DESIGNATION -  F 348
 TF0318  PID         -  TF0318
 TF0318  STATE/COUNTY-  ND/MCHENRY
 TF0318  USGS QUAD   -  BANTRY (1981)
 TF0318
 TF0318                         *CURRENT SURVEY CONTROL
 TF0318  ___________________________________________________________________
 TF0318* NAD 83(1986)-  48 27 13.     (N)    100 33 02.     (W)     SCALED    
 TF0318* NAVD 88     -       449.804  (meters)    1475.73   (feet)  ADJUSTED  
 TF0318  ___________________________________________________________________
 TF0318  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0318  DYNAMIC HT  -         449.896 (meters)    1476.03  (feet)  COMP
 TF0318  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 TF0318
 TF0318  VERT ORDER  -  SECOND    CLASS 0
 TF0318
 TF0318.The horizontal coordinates were scaled from a topographic map and have
 TF0318.an estimated accuracy of +/- 6 seconds.
 TF0318
 TF0318.The orthometric height was determined by differential leveling
 TF0318.and adjusted by the National Geodetic Survey in June 1991..
 TF0318
 TF0318.The geoid height was determined by GEOID03.
 TF0318
 TF0318.The dynamic height is computed by dividing the NAVD 88
 TF0318.geopotential number by the normal gravity value computed on the
 TF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0318.degrees latitude (g = 980.6199 gals.).
 TF0318
 TF0318.The modeled gravity was interpolated from observed gravity values.
 TF0318
 TF0318;                    North         East    Units  Estimated Accuracy
 TF0318;SPC ND N     -   161,620.      596,260.      MT  (+/- 180 meters Scaled)
 TF0318
 TF0318                          SUPERSEDED SURVEY CONTROL
 TF0318
 TF0318  NGVD 29 (??/??/92)  449.430  (m)         1474.50   (f) ADJ UNCH    2 0
 TF0318
 TF0318.Superseded values are not recommended for survey control.
 TF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0318.See file dsdata.txt to determine how the superseded data were derived.
 TF0318
 TF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU853678(NAD 83)
 TF0318_MARKER: DB = BENCH MARK DISK
 TF0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0318_STAMPING: F-348 1935
 TF0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0318+STABILITY: SURFACE MOTION
 TF0318
 TF0318  HISTORY     - Date     Condition        Report By
 TF0318  HISTORY     - 1935     MONUMENTED       CGS
 TF0318
 TF0318                          STATION DESCRIPTION
 TF0318
 TF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0318'3.8 MI SE FROM BANTRY.
 TF0318'3.8 MILES SOUTHEAST OF INTERSECTION OF HWYS 14 AND 17 AT ALONG STATE
 TF0318'HIWAY NO. 14 AND THE GREAT NORTHERN RAILROAD AT PRIVATE ROAD CROSSING,
 TF0318'3 POLES SOUTHEAST OF MILEPOLE NO. 10.  SET 69 FT SOUTHEAST OF
 TF0318'CENTERLINE OF CROSSING, THENCE 41 FT SOUTHWEST OF HIWAY.  56 FT
 TF0318'NORTHEAST OF CENTERLINE OF TRACK, 8 FT NORTHWEST OF TELEPHONE POLE IN
 TF0318'LINE OF POLES AND 2 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0315 ***********************************************************************
 TF0315  DESIGNATION -  F 349
 TF0315  PID         -  TF0315
 TF0315  STATE/COUNTY-  ND/MCHENRY
 TF0315  USGS QUAD   -  NEWBURG SE (1950)
 TF0315
 TF0315                         *CURRENT SURVEY CONTROL
 TF0315  ___________________________________________________________________
 TF0315* NAD 83(1986)-  48 30 08.     (N)    100 50 31.     (W)     SCALED    
 TF0315* NAVD 88     -       449.902  (meters)    1476.05   (feet)  ADJUSTED  
 TF0315  ___________________________________________________________________
 TF0315  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF0315  DYNAMIC HT  -         449.991 (meters)    1476.35  (feet)  COMP
 TF0315  MODELED GRAV-     980,794.7   (mgal)                       NAVD 88
 TF0315
 TF0315  VERT ORDER  -  SECOND    CLASS 0
 TF0315
 TF0315.The horizontal coordinates were scaled from a topographic map and have
 TF0315.an estimated accuracy of +/- 6 seconds.
 TF0315
 TF0315.The orthometric height was determined by differential leveling
 TF0315.and adjusted by the National Geodetic Survey in June 1991..
 TF0315
 TF0315.The geoid height was determined by GEOID03.
 TF0315
 TF0315.The dynamic height is computed by dividing the NAVD 88
 TF0315.geopotential number by the normal gravity value computed on the
 TF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0315.degrees latitude (g = 980.6199 gals.).
 TF0315
 TF0315.The modeled gravity was interpolated from observed gravity values.
 TF0315
 TF0315;                    North         East    Units  Estimated Accuracy
 TF0315;SPC ND N     -   167,080.      574,730.      MT  (+/- 180 meters Scaled)
 TF0315
 TF0315                          SUPERSEDED SURVEY CONTROL
 TF0315
 TF0315  NGVD 29 (??/??/92)  449.529  (m)         1474.83   (f) ADJ UNCH    2 0
 TF0315
 TF0315.Superseded values are not recommended for survey control.
 TF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0315.See file dsdata.txt to determine how the superseded data were derived.
 TF0315
 TF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU639737(NAD 83)
 TF0315_MARKER: DB = BENCH MARK DISK
 TF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0315_STAMPING: F-349 1935
 TF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0315+STABILITY: SURFACE MOTION
 TF0315
 TF0315  HISTORY     - Date     Condition        Report By
 TF0315  HISTORY     - 1935     MONUMENTED       CGS
 TF0315
 TF0315                          STATION DESCRIPTION
 TF0315
 TF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0315'16.5 MI N FROM GRANVILLE.
 TF0315'16.5 MILES NORTH OF BANK AT ALONG STATE HIWAY NO. 17, AT SOUTHEAST
 TF0315'CORNER OF SECTION 15, TOWNSHIP 158, RANGE 79.  AT NORTH-SOUTH ROAD
 TF0315'CROSSING.  SET 40 FT WEST OF CENTERLINE OF CROSSING, THENCE 51 FT
 TF0315'NORTH OF CENTERLINE OF HIWAY.  16 FT NORTH, THENCE 2 FT EAST OF RIGHT
 TF0315'OF WAY FENCE CORNER AND 1 FOOT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0114 ***********************************************************************
 RQ0114  DESIGNATION -  F 35
 RQ0114  PID         -  RQ0114
 RQ0114  STATE/COUNTY-  ND/DICKEY
 RQ0114  USGS QUAD   -  SILVERLEAF (1956)
 RQ0114
 RQ0114                         *CURRENT SURVEY CONTROL
 RQ0114  ___________________________________________________________________
 RQ0114* NAD 83(1986)-  46 00 26.     (N)    098 27 45.     (W)     SCALED    
 RQ0114* NAVD 88     -       434.028  (meters)    1423.97   (feet)  ADJUSTED  
 RQ0114  ___________________________________________________________________
 RQ0114  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 RQ0114  DYNAMIC HT  -         434.015 (meters)    1423.93  (feet)  COMP
 RQ0114  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 RQ0114
 RQ0114  VERT ORDER  -  SECOND    CLASS 0
 RQ0114
 RQ0114.The horizontal coordinates were scaled from a topographic map and have
 RQ0114.an estimated accuracy of +/- 6 seconds.
 RQ0114
 RQ0114.The orthometric height was determined by differential leveling
 RQ0114.and adjusted by the National Geodetic Survey in June 1991..
 RQ0114
 RQ0114.The geoid height was determined by GEOID03.
 RQ0114
 RQ0114.The dynamic height is computed by dividing the NAVD 88
 RQ0114.geopotential number by the normal gravity value computed on the
 RQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0114.degrees latitude (g = 980.6199 gals.).
 RQ0114
 RQ0114.The modeled gravity was interpolated from observed gravity values.
 RQ0114
 RQ0114;                    North         East    Units  Estimated Accuracy
 RQ0114;SPC ND S     -    39,900.      757,800.      MT  (+/- 180 meters Scaled)
 RQ0114
 RQ0114                          SUPERSEDED SURVEY CONTROL
 RQ0114
 RQ0114  NGVD 29 (??/??/92)  433.673  (m)         1422.81   (f) ADJ UNCH    2 0
 RQ0114
 RQ0114.Superseded values are not recommended for survey control.
 RQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0114.See file dsdata.txt to determine how the superseded data were derived.
 RQ0114
 RQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR416949(NAD 83)
 RQ0114_MARKER: DB = BENCH MARK DISK
 RQ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0114_STAMPING: F 35 1934
 RQ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0114+STABILITY: SURFACE MOTION
 RQ0114
 RQ0114  HISTORY     - Date     Condition        Report By
 RQ0114  HISTORY     - 1934     MONUMENTED       CGS
 RQ0114
 RQ0114                          STATION DESCRIPTION
 RQ0114
 RQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0114'3.5 MI E FROM ELLENDALE.
 RQ0114'3.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RQ0114'ELLENDALE, DICKEY COUNTY, 9 POLES EAST OF MILEPOST 46, 330 FEET EAST
 RQ0114'OF A PUBLIC-ROAD CROSSING, AT THE EAST END OF A FILL, 33 FEET NORTH OF
 RQ0114'THE CENTERLINE OF THE TRACK, 15 FEET SOUTH OF A POLE, AND ABOUT 1 FOOT
 RQ0114'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 35 1934 AND SET IN
 RQ0114'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1090 ***********************************************************************
 TF1090  DESIGNATION -  F 350
 TF1090  PID         -  TF1090
 TF1090  STATE/COUNTY-  ND/MCHENRY
 TF1090  USGS QUAD   -  DEERING (1949)
 TF1090
 TF1090                         *CURRENT SURVEY CONTROL
 TF1090  ___________________________________________________________________
 TF1090* NAD 83(1986)-  48 26 38.     (N)    101 02 18.     (W)     SCALED    
 TF1090* NAVD 88     -       462.143  (meters)    1516.21   (feet)  ADJUSTED  
 TF1090  ___________________________________________________________________
 TF1090  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF1090  DYNAMIC HT  -         462.235 (meters)    1516.52  (feet)  COMP
 TF1090  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TF1090
 TF1090  VERT ORDER  -  SECOND    CLASS 0
 TF1090
 TF1090.The horizontal coordinates were scaled from a topographic map and have
 TF1090.an estimated accuracy of +/- 6 seconds.
 TF1090
 TF1090.The orthometric height was determined by differential leveling
 TF1090.and adjusted by the National Geodetic Survey in June 1991..
 TF1090
 TF1090.The geoid height was determined by GEOID03.
 TF1090
 TF1090.The dynamic height is computed by dividing the NAVD 88
 TF1090.geopotential number by the normal gravity value computed on the
 TF1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1090.degrees latitude (g = 980.6199 gals.).
 TF1090
 TF1090.The modeled gravity was interpolated from observed gravity values.
 TF1090
 TF1090;                    North         East    Units  Estimated Accuracy
 TF1090;SPC ND N     -   160,680.      560,180.      MT  (+/- 180 meters Scaled)
 TF1090
 TF1090                          SUPERSEDED SURVEY CONTROL
 TF1090
 TF1090  NGVD 29 (??/??/92)  461.777  (m)         1515.01   (f) ADJ UNCH    2 0
 TF1090
 TF1090.Superseded values are not recommended for survey control.
 TF1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1090.See file dsdata.txt to determine how the superseded data were derived.
 TF1090
 TF1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU492676(NAD 83)
 TF1090_MARKER: DB = BENCH MARK DISK
 TF1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1090_STAMPING: F-350 1935
 TF1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1090+STABILITY: SURFACE MOTION
 TF1090
 TF1090  HISTORY     - Date     Condition        Report By
 TF1090  HISTORY     - 1935     MONUMENTED       CGS
 TF1090
 TF1090                          STATION DESCRIPTION
 TF1090
 TF1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1090'3.7 MI N FROM DEERING.
 TF1090'3.7 MILES NORTH OF DEPOT AT ALONG THE DEERING-ECKMAN ROAD, AT THE
 TF1090'NORTHWEST CORNER OF SECTION 8, TOWNSHIP 157, RANGE 80.  AT EAST-WEST
 TF1090'ROAD CROSSING.  SET 33 FT SOUTH OF CENTERLINE OF CROSSING, THENCE 33
 TF1090'FT EAST OF CENTERLINE OF ROAD.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0033 ***********************************************************************
 TF0033  DESIGNATION -  F 351
 TF0033  PID         -  TF0033
 TF0033  STATE/COUNTY-  ND/MCHENRY
 TF0033  USGS QUAD   -  WILLOW CITY SW (1950)
 TF0033
 TF0033                         *CURRENT SURVEY CONTROL
 TF0033  ___________________________________________________________________
 TF0033* NAD 83(1986)-  48 36 09.     (N)    100 27 01.     (W)     SCALED    
 TF0033* NAVD 88     -       444.777  (meters)    1459.24   (feet)  ADJUSTED  
 TF0033  ___________________________________________________________________
 TF0033  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 TF0033  DYNAMIC HT  -         444.879 (meters)    1459.57  (feet)  COMP
 TF0033  MODELED GRAV-     980,827.2   (mgal)                       NAVD 88
 TF0033
 TF0033  VERT ORDER  -  SECOND    CLASS 0
 TF0033
 TF0033.The horizontal coordinates were scaled from a topographic map and have
 TF0033.an estimated accuracy of +/- 6 seconds.
 TF0033
 TF0033.The orthometric height was determined by differential leveling
 TF0033.and adjusted by the National Geodetic Survey in June 1991..
 TF0033
 TF0033.The geoid height was determined by GEOID03.
 TF0033
 TF0033.The dynamic height is computed by dividing the NAVD 88
 TF0033.geopotential number by the normal gravity value computed on the
 TF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0033.degrees latitude (g = 980.6199 gals.).
 TF0033
 TF0033.The modeled gravity was interpolated from observed gravity values.
 TF0033
 TF0033;                    North         East    Units  Estimated Accuracy
 TF0033;SPC ND N     -   178,170.      603,670.      MT  (+/- 180 meters Scaled)
 TF0033
 TF0033                          SUPERSEDED SURVEY CONTROL
 TF0033
 TF0033  NGVD 29 (??/??/92)  444.410  (m)         1458.04   (f) ADJ UNCH    2 0
 TF0033
 TF0033.Superseded values are not recommended for survey control.
 TF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0033.See file dsdata.txt to determine how the superseded data were derived.
 TF0033
 TF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU930842(NAD 83)
 TF0033_MARKER: DB = BENCH MARK DISK
 TF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0033_STAMPING: F 351 1935
 TF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0033+STABILITY: SURFACE MOTION
 TF0033
 TF0033  HISTORY     - Date     Condition        Report By
 TF0033  HISTORY     - 1935     MONUMENTED       CGS
 TF0033
 TF0033                          STATION DESCRIPTION
 TF0033
 TF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0033'7.5 MI W FROM WILLOW CITY.
 TF0033'IN MCHENRY COUNTY, 7.5 MILES WEST ALONG THE UPHAM ROAD FROM THE GREAT
 TF0033'NORTHERN RAILWAY STATION AT WILLOW CITY, BOTTINEAU COUNTY, AT THE
 TF0033'NORTHEAST CORNER OF SECTION 15, T 159 N, R 76 W, 1.3 MILE SOUTH OF A
 TF0033'WHITE CHURCH, AT A ROAD INTERSECTION, 48 FEET SOUTH OF THE CENTERLINE
 TF0033'OF THE UPHAM ROAD, 33 FEET WEST OF THE CENTERLINE OF THE
 TF0033'NORTH-AND-SOUTH ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TF0033'STAMPED F 351 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1430 ***********************************************************************
 TG1430  DESIGNATION -  F 354
 TG1430  PID         -  TG1430
 TG1430  STATE/COUNTY-  ND/WILLIAMS
 TG1430  USGS QUAD   -  TRENTON NW (1974)
 TG1430
 TG1430                         *CURRENT SURVEY CONTROL
 TG1430  ___________________________________________________________________
 TG1430* NAD 83(1986)-  48 08 25.     (N)    103 53 04.     (W)     SCALED    
 TG1430* NAVD 88     -       682.558  (meters)    2239.36   (feet)  ADJUSTED  
 TG1430  ___________________________________________________________________
 TG1430  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1430  DYNAMIC HT  -         682.633 (meters)    2239.61  (feet)  COMP
 TG1430  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 TG1430
 TG1430  VERT ORDER  -  SECOND    CLASS 0
 TG1430
 TG1430.The horizontal coordinates were scaled from a topographic map and have
 TG1430.an estimated accuracy of +/- 6 seconds.
 TG1430
 TG1430.The orthometric height was determined by differential leveling
 TG1430.and adjusted by the National Geodetic Survey in June 1991..
 TG1430
 TG1430.The geoid height was determined by GEOID03.
 TG1430
 TG1430.The dynamic height is computed by dividing the NAVD 88
 TG1430.geopotential number by the normal gravity value computed on the
 TG1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1430.degrees latitude (g = 980.6199 gals.).
 TG1430
 TG1430.The modeled gravity was interpolated from observed gravity values.
 TG1430
 TG1430;                    North         East    Units  Estimated Accuracy
 TG1430;SPC ND N     -   132,310.      348,220.      MT  (+/- 180 meters Scaled)
 TG1430
 TG1430                          SUPERSEDED SURVEY CONTROL
 TG1430
 TG1430  NGVD 29 (??/??/92)  682.041  (m)         2237.66   (f) ADJ UNCH    2 0
 TG1430
 TG1430.Superseded values are not recommended for survey control.
 TG1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1430.See file dsdata.txt to determine how the superseded data were derived.
 TG1430
 TG1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP829324(NAD 83)
 TG1430_MARKER: DB = BENCH MARK DISK
 TG1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1430_STAMPING: F-354 1935
 TG1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1430+STABILITY: SURFACE MOTION
 TG1430
 TG1430  HISTORY     - Date     Condition        Report By
 TG1430  HISTORY     - 1935     MONUMENTED       CGS
 TG1430  HISTORY     - 1967     MARK NOT FOUND   USGS
 TG1430
 TG1430                          STATION DESCRIPTION
 TG1430
 TG1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1430'16.0 MI E FROM BAINVILLE, MT.
 TG1430'16.0 MILES EAST OF THE DEPOT.  ALONG U.S. HIGHWAY NO. 2.  1 MILE EAST,
 TG1430'THENCE 2.8 MILES NORTHWEST, THENCE 1 MILE NORTH, THENCE 1 MILE WEST,
 TG1430'THENCE 2 MILES NORTH OF TRENTON.  7.66 MILES EAST OF THE MONTANA-NORTH
 TG1430'DAKOTA BOUNDARY.  AT SOUTH WEST CORNER OF SEC. 24, T-154, R-103. SET
 TG1430'AT ROAD CROSSING.  36 FEET EAST, THENCE 51 FEET NORTH OF CENTERLINE OF
 TG1430'THE CROSSING.  13 FEET NORTH, THENCE 2 1/2 FEET WEST OF RIGHT-OF-WAY
 TG1430'FENCE CORNER.  3 FEET BELOW ROAD LEVEL. NOTE-- HWY WIDENED AND
 TG1430'RESURFACED.
 TG1430
 TG1430                          STATION RECOVERY (1967)
 TG1430
 TG1430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1433 ***********************************************************************
 TG1433  DESIGNATION -  F 355
 TG1433  PID         -  TG1433
 TG1433  STATE/COUNTY-  ND/WILLIAMS
 TG1433  USGS QUAD   -  WEST BONETRAILL (1974)
 TG1433
 TG1433                         *CURRENT SURVEY CONTROL
 TG1433  ___________________________________________________________________
 TG1433* NAD 83(1986)-  48 26 44.     (N)    103 55 42.     (W)     SCALED    
 TG1433* NAVD 88     -       730.173  (meters)    2395.58   (feet)  ADJUSTED  
 TG1433  ___________________________________________________________________
 TG1433  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1433  DYNAMIC HT  -         730.266 (meters)    2395.88  (feet)  COMP
 TG1433  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 TG1433
 TG1433  VERT ORDER  -  SECOND    CLASS 0
 TG1433
 TG1433.The horizontal coordinates were scaled from a topographic map and have
 TG1433.an estimated accuracy of +/- 6 seconds.
 TG1433
 TG1433.The orthometric height was determined by differential leveling
 TG1433.and adjusted by the National Geodetic Survey in June 1991..
 TG1433
 TG1433.The geoid height was determined by GEOID03.
 TG1433
 TG1433.The dynamic height is computed by dividing the NAVD 88
 TG1433.geopotential number by the normal gravity value computed on the
 TG1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1433.degrees latitude (g = 980.6199 gals.).
 TG1433
 TG1433.The modeled gravity was interpolated from observed gravity values.
 TG1433
 TG1433;                    North         East    Units  Estimated Accuracy
 TG1433;SPC ND N     -   166,370.      346,470.      MT  (+/- 180 meters Scaled)
 TG1433
 TG1433                          SUPERSEDED SURVEY CONTROL
 TG1433
 TG1433  NGVD 29 (??/??/92)  729.651  (m)         2393.86   (f) ADJ UNCH    2 0
 TG1433
 TG1433.Superseded values are not recommended for survey control.
 TG1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1433.See file dsdata.txt to determine how the superseded data were derived.
 TG1433
 TG1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP792663(NAD 83)
 TG1433_MARKER: DB = BENCH MARK DISK
 TG1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1433_STAMPING: F-355 1935
 TG1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1433+STABILITY: SURFACE MOTION
 TG1433
 TG1433  HISTORY     - Date     Condition        Report By
 TG1433  HISTORY     - 1935     MONUMENTED       CGS
 TG1433
 TG1433                          STATION DESCRIPTION
 TG1433
 TG1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1433'12.35 SE FROM GRENORA.
 TG1433'ALONG THE TRENTON-GRENORA ROAD.  AT THE SOUTH EAST CORNER OF SEC. 1,
 TG1433'T-157, R-103.  AT EAST-WEST ROAD CROSSING.  SET 39 FEET NORTH, THENCE
 TG1433'31 FEET WEST OF CENTERLINE OF THE CROSSING.  9 FEET NORTH, THENCE 2
 TG1433'FEET EAST OF RIGHT-OF-WAY FENCE CORNER.  13 FEET NORTH OF TELEPHONE
 TG1433'POLE IN LINE OF POLES.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1500 ***********************************************************************
 TG1500  DESIGNATION -  F 356
 TG1500  PID         -  TG1500
 TG1500  STATE/COUNTY-  ND/WILLIAMS
 TG1500  USGS QUAD   -  APPAM (1977)
 TG1500
 TG1500                         *CURRENT SURVEY CONTROL
 TG1500  ___________________________________________________________________
 TG1500* NAD 83(1986)-  48 34 17.     (N)    103 35 20.     (W)     SCALED    
 TG1500* NAVD 88     -       613.450  (meters)    2012.63   (feet)  ADJUSTED  
 TG1500  ___________________________________________________________________
 TG1500  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 TG1500  DYNAMIC HT  -         613.556 (meters)    2012.97  (feet)  COMP
 TG1500  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 TG1500
 TG1500  VERT ORDER  -  SECOND    CLASS 0
 TG1500
 TG1500.The horizontal coordinates were scaled from a topographic map and have
 TG1500.an estimated accuracy of +/- 6 seconds.
 TG1500
 TG1500.The orthometric height was determined by differential leveling
 TG1500.and adjusted by the National Geodetic Survey in June 1991..
 TG1500
 TG1500.The geoid height was determined by GEOID03.
 TG1500
 TG1500.The dynamic height is computed by dividing the NAVD 88
 TG1500.geopotential number by the normal gravity value computed on the
 TG1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1500.degrees latitude (g = 980.6199 gals.).
 TG1500
 TG1500.The modeled gravity was interpolated from observed gravity values.
 TG1500
 TG1500;                    North         East    Units  Estimated Accuracy
 TG1500;SPC ND N     -   179,290.      372,120.      MT  (+/- 180 meters Scaled)
 TG1500
 TG1500                          SUPERSEDED SURVEY CONTROL
 TG1500
 TG1500  NGVD 29 (??/??/92)  612.994  (m)         2011.13   (f) ADJ UNCH    2 0
 TG1500
 TG1500.Superseded values are not recommended for survey control.
 TG1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1500.See file dsdata.txt to determine how the superseded data were derived.
 TG1500
 TG1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP040807(NAD 83)
 TG1500_MARKER: DB = BENCH MARK DISK
 TG1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1500_STAMPING: F 356 1935
 TG1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1500+STABILITY: SURFACE MOTION
 TG1500
 TG1500  HISTORY     - Date     Condition        Report By
 TG1500  HISTORY     - 1935     MONUMENTED       CGS
 TG1500  HISTORY     - 1951     GOOD             NGS
 TG1500  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1500  HISTORY     - 1978     GOOD             NDHD
 TG1500
 TG1500                          STATION DESCRIPTION
 TG1500
 TG1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1500'IN APPAM.
 TG1500'AT APPAM, WILLIAMS COUNTY, ON THE GREAT NORTHERN RAILWAY, AT THE
 TG1500'CROSSING OF MAIN STREET, 108 FEET SOUTH OF THE CENTERLINE OF THE
 TG1500'TRACK, 51 FEET WEST OF THE CENTERLINE OF THE STREET, 30 FEET NORTH OF
 TG1500'THE CENTERLINE OF STATE HIGHWAY 50, 4 FEET WEST OF ONE OF A ROW OF
 TG1500'POLES, LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST.
 TG1500
 TG1500                          STATION RECOVERY (1974)
 TG1500
 TG1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1500'MARK NOT FOUND.
 TG1500
 TG1500                          STATION RECOVERY (1978)
 TG1500
 TG1500'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1978
 TG1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1452 ***********************************************************************
 TG1452  DESIGNATION -  F 357
 TG1452  PID         -  TG1452
 TG1452  STATE/COUNTY-  ND/WILLIAMS
 TG1452  USGS QUAD   -  BONETRAILL SE (1974)
 TG1452
 TG1452                         *CURRENT SURVEY CONTROL
 TG1452  ___________________________________________________________________
 TG1452* NAD 83(1986)-  48 21 26.     (N)    103 47 56.     (W)     SCALED    
 TG1452* NAVD 88     -       668.341  (meters)    2192.72   (feet)  ADJUSTED  
 TG1452  ___________________________________________________________________
 TG1452  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG1452  DYNAMIC HT  -         668.424 (meters)    2192.99  (feet)  COMP
 TG1452  MODELED GRAV-     980,713.6   (mgal)                       NAVD 88
 TG1452
 TG1452  VERT ORDER  -  SECOND    CLASS 0
 TG1452
 TG1452.The horizontal coordinates were scaled from a topographic map and have
 TG1452.an estimated accuracy of +/- 6 seconds.
 TG1452
 TG1452.The orthometric height was determined by differential leveling
 TG1452.and adjusted by the National Geodetic Survey in June 1991..
 TG1452
 TG1452.The geoid height was determined by GEOID03.
 TG1452
 TG1452.The dynamic height is computed by dividing the NAVD 88
 TG1452.geopotential number by the normal gravity value computed on the
 TG1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1452.degrees latitude (g = 980.6199 gals.).
 TG1452
 TG1452.The modeled gravity was interpolated from observed gravity values.
 TG1452
 TG1452;                    North         East    Units  Estimated Accuracy
 TG1452;SPC ND N     -   156,140.      355,610.      MT  (+/- 180 meters Scaled)
 TG1452
 TG1452                          SUPERSEDED SURVEY CONTROL
 TG1452
 TG1452  NGVD 29 (??/??/92)  667.839  (m)         2191.07   (f) ADJ UNCH    2 0
 TG1452
 TG1452.Superseded values are not recommended for survey control.
 TG1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1452.See file dsdata.txt to determine how the superseded data were derived.
 TG1452
 TG1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP889567(NAD 83)
 TG1452_MARKER: DB = BENCH MARK DISK
 TG1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1452_STAMPING: F-357 1935
 TG1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1452+STABILITY: SURFACE MOTION
 TG1452
 TG1452  HISTORY     - Date     Condition        Report By
 TG1452  HISTORY     - 1935     MONUMENTED       CGS
 TG1452  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1452
 TG1452                          STATION DESCRIPTION
 TG1452
 TG1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1452'17.0 MI S FROM HANKS.
 TG1452'ALONG ROADS TO THE JUNCTION OF A T-FENCE EAST WITH THE NORTH-SOUTH
 TG1452'FENCE ON THE EAST SIDE OF THE ROAD, AT A CURVE IN THE ROAD NEAR THE
 TG1452'NORTHEAST CORNER OF SECTION 9, TOWNSHIP 156, RANGE 102.  17 MILES
 TG1452'SOUTH OF THE RAILROAD AT HANKS.  SET IN POST 18 FEET SOUTH OF THE
 TG1452'FENCE JUNCTION POST, 1 FOOT WEST OF THE FENCE, 4 FEET BELOW ROAD
 TG1452'LEVEL.
 TG1452
 TG1452                          STATION RECOVERY (1974)
 TG1452
 TG1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0334 ***********************************************************************
 RQ0334  DESIGNATION -  F 36 RESET
 RQ0334  PID         -  RQ0334
 RQ0334  STATE/COUNTY-  ND/MCINTOSH
 RQ0334  USGS QUAD   -  ASHLEY EAST (1982)
 RQ0334
 RQ0334                         *CURRENT SURVEY CONTROL
 RQ0334  ___________________________________________________________________
 RQ0334* NAD 83(1986)-  46 01 37.     (N)    099 18 05.     (W)     SCALED    
 RQ0334* NAVD 88     -       592.27   (+/-2cm)    1943.1    (feet)  VERTCON   
 RQ0334  ___________________________________________________________________
 RQ0334  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 RQ0334
 RQ0334  VERT ORDER  -  THIRD (See Below)
 RQ0334
 RQ0334.The horizontal coordinates were scaled from a topographic map and have
 RQ0334.an estimated accuracy of +/- 6 seconds.
 RQ0334
 RQ0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0334.The vertical order pertains to the NGVD 29 superseded value.
 RQ0334
 RQ0334.The geoid height was determined by GEOID03.
 RQ0334
 RQ0334;                    North         East    Units  Estimated Accuracy
 RQ0334;SPC ND S     -    40,760.      692,800.      MT  (+/- 180 meters Scaled)
 RQ0334
 RQ0334                          SUPERSEDED SURVEY CONTROL
 RQ0334
 RQ0334  NGVD 29 (11/04/04)  591.85   (m)         1941.8    (f) RESET       3  
 RQ0334
 RQ0334.Superseded values are not recommended for survey control.
 RQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0334.See file dsdata.txt to determine how the superseded data were derived.
 RQ0334
 RQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR766970(NAD 83)
 RQ0334_MARKER: DB = BENCH MARK DISK
 RQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0334_STAMPING: F 36 RESET 1954
 RQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0334+STABILITY: SURFACE MOTION
 RQ0334
 RQ0334  HISTORY     - Date     Condition        Report By
 RQ0334  HISTORY     - 1954     MONUMENTED       NDHD
 RQ0334
 RQ0334                          STATION DESCRIPTION
 RQ0334
 RQ0334'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1954
 RQ0334'3.3 MI E FROM ASHLEY.
 RQ0334'3.3 MILES EAST ALONG STATE HIGHWAY 11 FROM ASHLEY, MCINTOSH COUNTY,
 RQ0334'0.2 MILE EAST OF A NORTH APPROACH, 150 FEET EAST AND 70 FEET NORTH OF
 RQ0334'A 36-INCH CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, AND 100 FEET NORTH
 RQ0334'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 36 RESET
 RQ0334'1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 RQ0334'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1089 ***********************************************************************
 TG1089  DESIGNATION -  F 360
 TG1089  PID         -  TG1089
 TG1089  STATE/COUNTY-  ND/DIVIDE
 TG1089  USGS QUAD   -  CROSBY SW (1948)
 TG1089
 TG1089                         *CURRENT SURVEY CONTROL
 TG1089  ___________________________________________________________________
 TG1089* NAD 83(1986)-  48 50 10.     (N)    103 25 16.     (W)     SCALED    
 TG1089* NAVD 88     -       644.645  (meters)    2114.97   (feet)  ADJUSTED  
 TG1089  ___________________________________________________________________
 TG1089  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 TG1089  DYNAMIC HT  -         644.766 (meters)    2115.37  (feet)  COMP
 TG1089  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 TG1089
 TG1089  VERT ORDER  -  SECOND    CLASS 0
 TG1089
 TG1089.The horizontal coordinates were scaled from a topographic map and have
 TG1089.an estimated accuracy of +/- 6 seconds.
 TG1089
 TG1089.The orthometric height was determined by differential leveling
 TG1089.and adjusted by the National Geodetic Survey in June 1991..
 TG1089
 TG1089.The geoid height was determined by GEOID03.
 TG1089
 TG1089.The dynamic height is computed by dividing the NAVD 88
 TG1089.geopotential number by the normal gravity value computed on the
 TG1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1089.degrees latitude (g = 980.6199 gals.).
 TG1089
 TG1089.The modeled gravity was interpolated from observed gravity values.
 TG1089
 TG1089;                    North         East    Units  Estimated Accuracy
 TG1089;SPC ND N     -   208,220.      385,600.      MT  (+/- 180 meters Scaled)
 TG1089
 TG1089                          SUPERSEDED SURVEY CONTROL
 TG1089
 TG1089  NGVD 29 (??/??/92)  644.163  (m)         2113.39   (f) ADJ UNCH    2 0
 TG1089
 TG1089.Superseded values are not recommended for survey control.
 TG1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1089.See file dsdata.txt to determine how the superseded data were derived.
 TG1089
 TG1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ158104(NAD 83)
 TG1089_MARKER: DB = BENCH MARK DISK
 TG1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1089_STAMPING: F-360 1935
 TG1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1089+STABILITY: SURFACE MOTION
 TG1089
 TG1089  HISTORY     - Date     Condition        Report By
 TG1089  HISTORY     - 1935     MONUMENTED       CGS
 TG1089
 TG1089                          STATION DESCRIPTION
 TG1089
 TG1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1089'11.2 MI SW FROM CROSBY.
 TG1089'SOUTH FROM CROSBY ON HIGHWAY NO. 42, 5.2 MILES, THENCE 6.0 MILES WEST,
 TG1089'SET IN POST IN THE NORTHEAST QUARTER OF THE INTERSECTION, 65 FEET
 TG1089'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 33 FEET EAST OF THE
 TG1089'CENTERLINE OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF A TELEPHONE POLE,
 TG1089'AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1489 ***********************************************************************
 TG1489  DESIGNATION -  F 361
 TG1489  PID         -  TG1489
 TG1489  STATE/COUNTY-  ND/WILLIAMS
 TG1489  USGS QUAD   -  CAMP LAKE (1983)
 TG1489
 TG1489                         *CURRENT SURVEY CONTROL
 TG1489  ___________________________________________________________________
 TG1489* NAD 83(1986)-  48 38 03.     (N)    103 55 47.     (W)     SCALED    
 TG1489* NAVD 88     -       646.151  (meters)    2119.91   (feet)  ADJUSTED  
 TG1489  ___________________________________________________________________
 TG1489  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG1489  DYNAMIC HT  -         646.255 (meters)    2120.25  (feet)  COMP
 TG1489  MODELED GRAV-     980,751.0   (mgal)                       NAVD 88
 TG1489
 TG1489  VERT ORDER  -  SECOND    CLASS 0
 TG1489
 TG1489.The horizontal coordinates were scaled from a topographic map and have
 TG1489.an estimated accuracy of +/- 6 seconds.
 TG1489
 TG1489.The orthometric height was determined by differential leveling
 TG1489.and adjusted by the National Geodetic Survey in June 1991..
 TG1489
 TG1489.The geoid height was determined by GEOID03.
 TG1489
 TG1489.The dynamic height is computed by dividing the NAVD 88
 TG1489.geopotential number by the normal gravity value computed on the
 TG1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1489.degrees latitude (g = 980.6199 gals.).
 TG1489
 TG1489.The modeled gravity was interpolated from observed gravity values.
 TG1489
 TG1489;                    North         East    Units  Estimated Accuracy
 TG1489;SPC ND N     -   187,320.      347,300.      MT  (+/- 180 meters Scaled)
 TG1489
 TG1489                          SUPERSEDED SURVEY CONTROL
 TG1489
 TG1489  NGVD 29 (??/??/92)  645.644  (m)         2118.25   (f) ADJ UNCH    2 0
 TG1489
 TG1489.Superseded values are not recommended for survey control.
 TG1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1489.See file dsdata.txt to determine how the superseded data were derived.
 TG1489
 TG1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP788873(NAD 83)
 TG1489_MARKER: DB = BENCH MARK DISK
 TG1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1489_STAMPING: F-361 1935
 TG1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1489+STABILITY: SURFACE MOTION
 TG1489
 TG1489  HISTORY     - Date     Condition        Report By
 TG1489  HISTORY     - 1935     MONUMENTED       CGS
 TG1489  HISTORY     - 20040929 MARK NOT FOUND   NDWC
 TG1489
 TG1489                          STATION DESCRIPTION
 TG1489
 TG1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1489'1.7 MI NE FROM GRENORA.
 TG1489'ALONG ROADS TO A CROSS ROAD 0.5 MILE EAST AND 1.2 MILES NORTH OF THE
 TG1489'GREAT NORTHERN DEPOT AT GRENORA. SET IN POST IN THE NORTHWEST QUARTER
 TG1489'OF THE INTERSECTION, 100 FEET WEST OF THE CENTERLINE OF THE
 TG1489'NORTH-SOUTH ROAD, 1 FOOT SOUTH OF THE FENCE ALONG THE NORTH SIDE OF
 TG1489'THE EAST-WEST ROAD, 3 FEET BELOW NORTH-SOUTH ROAD LEVEL.
 TG1489
 TG1489                          STATION RECOVERY (2004)
 TG1489
 TG1489'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1000 ***********************************************************************
 SN1000  DESIGNATION -  F 362
 SN1000  PID         -  SN1000
 SN1000  STATE/COUNTY-  ND/MERCER
 SN1000  USGS QUAD   -  ZAP (1969)
 SN1000
 SN1000                         *CURRENT SURVEY CONTROL
 SN1000  ___________________________________________________________________
 SN1000* NAD 83(1986)-  47 17 46.     (N)    101 59 00.     (W)     SCALED    
 SN1000* NAVD 88     -       568.881  (meters)    1866.40   (feet)  ADJUSTED  
 SN1000  ___________________________________________________________________
 SN1000  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 SN1000  DYNAMIC HT  -         568.912 (meters)    1866.51  (feet)  COMP
 SN1000  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 SN1000
 SN1000  VERT ORDER  -  SECOND    CLASS 0
 SN1000
 SN1000.The horizontal coordinates were scaled from a topographic map and have
 SN1000.an estimated accuracy of +/- 6 seconds.
 SN1000
 SN1000.The orthometric height was determined by differential leveling
 SN1000.and adjusted by the National Geodetic Survey in June 1991..
 SN1000
 SN1000.The geoid height was determined by GEOID03.
 SN1000
 SN1000.The dynamic height is computed by dividing the NAVD 88
 SN1000.geopotential number by the normal gravity value computed on the
 SN1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1000.degrees latitude (g = 980.6199 gals.).
 SN1000
 SN1000.The modeled gravity was interpolated from observed gravity values.
 SN1000
 SN1000;                    North         East    Units  Estimated Accuracy
 SN1000;SPC ND S     -   182,190.      487,820.      MT  (+/- 180 meters Scaled)
 SN1000
 SN1000                          SUPERSEDED SURVEY CONTROL
 SN1000
 SN1000  NGVD 29 (??/??/92)  568.469  (m)         1865.05   (f) ADJ UNCH    2 0
 SN1000
 SN1000.Superseded values are not recommended for survey control.
 SN1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1000.See file dsdata.txt to determine how the superseded data were derived.
 SN1000
 SN1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT744423(NAD 83)
 SN1000_MARKER: DB = BENCH MARK DISK
 SN1000_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SN1000_SP_SET: 25 FEET
 SN1000_STAMPING: F 362 1958
 SN1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1000
 SN1000  HISTORY     - Date     Condition        Report By
 SN1000  HISTORY     - 1958     MONUMENTED       CGS
 SN1000
 SN1000                          STATION DESCRIPTION
 SN1000
 SN1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN1000'3.05 MI W FROM ZAP.
 SN1000'3.05 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SN1000'AT ZAP, OR ABOUT 3.85 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD
 SN1000'FROM THE STATION AT GOLDEN VALLEY, 61 FEET SOUTH AND ACROSS THE TRACKS
 SN1000'FROM MILEPOST 83, 6 1/2 RAILS EAST OF THE EAST END OF BRIDGE 83, 43
 SN1000'FEET SOUTH OF THE SOUTH RAIL, 3 1/2 FEET NORTH OF A FENCE, 2 FEET WEST
 SN1000'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND ON THE
 SN1000'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 25
 SN1000'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0322 ***********************************************************************
 TF0322  DESIGNATION -  F 365
 TF0322  PID         -  TF0322
 TF0322  STATE/COUNTY-  ND/MCHENRY
 TF0322  USGS QUAD   -  DENBIGH (1981)
 TF0322
 TF0322                         *CURRENT SURVEY CONTROL
 TF0322  ___________________________________________________________________
 TF0322* NAD 83(1986)-  48 20 28.     (N)    100 35 38.     (W)     SCALED    
 TF0322* NAVD 88     -       458.454  (meters)    1504.11   (feet)  ADJUSTED  
 TF0322  ___________________________________________________________________
 TF0322  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0322  DYNAMIC HT  -         458.540 (meters)    1504.39  (feet)  COMP
 TF0322  MODELED GRAV-     980,785.4   (mgal)                       NAVD 88
 TF0322
 TF0322  VERT ORDER  -  SECOND    CLASS 0
 TF0322
 TF0322.The horizontal coordinates were scaled from a topographic map and have
 TF0322.an estimated accuracy of +/- 6 seconds.
 TF0322
 TF0322.The orthometric height was determined by differential leveling
 TF0322.and adjusted by the National Geodetic Survey in June 1991..
 TF0322
 TF0322.The geoid height was determined by GEOID03.
 TF0322
 TF0322.The dynamic height is computed by dividing the NAVD 88
 TF0322.geopotential number by the normal gravity value computed on the
 TF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0322.degrees latitude (g = 980.6199 gals.).
 TF0322
 TF0322.The modeled gravity was interpolated from observed gravity values.
 TF0322
 TF0322;                    North         East    Units  Estimated Accuracy
 TF0322;SPC ND N     -   149,110.      593,040.      MT  (+/- 180 meters Scaled)
 TF0322
 TF0322                          SUPERSEDED SURVEY CONTROL
 TF0322
 TF0322  NGVD 29 (??/??/92)  458.061  (m)         1502.82   (f) ADJ UNCH    2 0
 TF0322
 TF0322.Superseded values are not recommended for survey control.
 TF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0322.See file dsdata.txt to determine how the superseded data were derived.
 TF0322
 TF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU818554(NAD 83)
 TF0322_MARKER: DB = BENCH MARK DISK
 TF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0322_STAMPING: F-365 1935
 TF0322_MARK LOGO: CGS   
 TF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0322+STABILITY: SURFACE MOTION
 TF0322
 TF0322  HISTORY     - Date     Condition        Report By
 TF0322  HISTORY     - 1935     MONUMENTED       CGS
 TF0322  HISTORY     - 1982     GOOD             NGS
 TF0322
 TF0322                          STATION DESCRIPTION
 TF0322
 TF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0322'2.2 MI N FROM DENBIGH.
 TF0322'2.2 MILES NORTH OF DEPOT AT ALONG THE DENBIGH-BANTRY ROAD AT THE
 TF0322'NORTHEAST CORNER OF NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 156, RANGE
 TF0322'77.  AT TURN OF ROAD FROM SOUTH TO EAST.  SET 36 FT SOUTH OF
 TF0322'CENTERLINE OF POINT OF CURVE, THENCE 39 FT WEST OF CENTERLINE OF ROAD
 TF0322'AND 2 1/2 FT BELOW ROAD LEVEL.
 TF0322
 TF0322                          STATION RECOVERY (1982)
 TF0322
 TF0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0322'RECOVERED THIS DATE.  NOT LEVELED DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1649 ***********************************************************************
 TF1649  DESIGNATION -  F 374
 TF1649  PID         -  TF1649
 TF1649  STATE/COUNTY-  ND/RENVILLE
 TF1649  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF1649
 TF1649                         *CURRENT SURVEY CONTROL
 TF1649  ___________________________________________________________________
 TF1649* NAD 83(1986)-  48 56 13.     (N)    101 49 29.     (W)     SCALED    
 TF1649* NAVD 88     -       539.632  (meters)    1770.44   (feet)  ADJUSTED  
 TF1649  ___________________________________________________________________
 TF1649  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF1649  DYNAMIC HT  -         539.753 (meters)    1770.84  (feet)  COMP
 TF1649  MODELED GRAV-     980,816.3   (mgal)                       NAVD 88
 TF1649
 TF1649  VERT ORDER  -  SECOND    CLASS 0
 TF1649
 TF1649.The horizontal coordinates were scaled from a topographic map and have
 TF1649.an estimated accuracy of +/- 6 seconds.
 TF1649
 TF1649.The orthometric height was determined by differential leveling
 TF1649.and adjusted by the National Geodetic Survey in June 1991..
 TF1649
 TF1649.The geoid height was determined by GEOID03.
 TF1649
 TF1649.The dynamic height is computed by dividing the NAVD 88
 TF1649.geopotential number by the normal gravity value computed on the
 TF1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1649.degrees latitude (g = 980.6199 gals.).
 TF1649
 TF1649.The modeled gravity was interpolated from observed gravity values.
 TF1649
 TF1649;                    North         East    Units  Estimated Accuracy
 TF1649;SPC ND N     -   216,200.      502,950.      MT  (+/- 180 meters Scaled)
 TF1649
 TF1649                          SUPERSEDED SURVEY CONTROL
 TF1649
 TF1649  NGVD 29 (??/??/92)  539.246  (m)         1769.18   (f) ADJ UNCH    2 0
 TF1649
 TF1649.Superseded values are not recommended for survey control.
 TF1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1649.See file dsdata.txt to determine how the superseded data were derived.
 TF1649
 TF1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV931242(NAD 83)
 TF1649_MARKER: DB = BENCH MARK DISK
 TF1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1649_STAMPING: F 374 1935
 TF1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1649+STABILITY: SURFACE MOTION
 TF1649
 TF1649  HISTORY     - Date     Condition        Report By
 TF1649  HISTORY     - 1935     MONUMENTED       CGS
 TF1649
 TF1649                          STATION DESCRIPTION
 TF1649
 TF1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1649'13.1 MI NW FROM MCKINNEY.
 TF1649'13.1 MILES NORTHWEST ALONG A ROAD PARALLELING SOURIS RIVER FROM THE
 TF1649'INTERSECTION OF STATE HIGHWAY 5 AT MCKINNEY, RENVILLE COUNTY, AT THE
 TF1649'NORTHWEST CORNER OF SECTION 22, T. 163 N., R. 86 W., AT A ROAD
 TF1649'INTERSECTION, 52 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF1649'ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND
 TF1649'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 374 1935 AND SET IN
 TF1649'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0355 ***********************************************************************
 RP0355  DESIGNATION -  F 375
 RP0355  PID         -  RP0355
 RP0355  STATE/COUNTY-  ND/CASS
 RP0355  USGS QUAD   -  HICKSON (1979)
 RP0355
 RP0355                         *CURRENT SURVEY CONTROL
 RP0355  ___________________________________________________________________
 RP0355* NAD 83(1986)-  46 43 52.     (N)    096 48 33.     (W)     SCALED    
 RP0355* NAVD 88     -       276.899  (meters)     908.46   (feet)  ADJUSTED  
 RP0355  ___________________________________________________________________
 RP0355  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP0355  DYNAMIC HT  -         276.920 (meters)     908.53  (feet)  COMP
 RP0355  MODELED GRAV-     980,683.1   (mgal)                       NAVD 88
 RP0355
 RP0355  VERT ORDER  -  FIRST     CLASS II
 RP0355
 RP0355.The horizontal coordinates were scaled from a topographic map and have
 RP0355.an estimated accuracy of +/- 6 seconds.
 RP0355
 RP0355.The orthometric height was determined by differential leveling
 RP0355.and adjusted by the National Geodetic Survey in June 1991..
 RP0355.WARNING-Repeat measurements at this control monument indicate possible
 RP0355.vertical movement.
 RP0355
 RP0355.The geoid height was determined by GEOID03.
 RP0355
 RP0355.The dynamic height is computed by dividing the NAVD 88
 RP0355.geopotential number by the normal gravity value computed on the
 RP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0355.degrees latitude (g = 980.6199 gals.).
 RP0355
 RP0355.The modeled gravity was interpolated from observed gravity values.
 RP0355
 RP0355;                    North         East    Units  Estimated Accuracy
 RP0355;SPC ND S     -   124,950.      881,990.      MT  (+/- 180 meters Scaled)
 RP0355
 RP0355                          SUPERSEDED SURVEY CONTROL
 RP0355
 RP0355  NGVD 29 (??/??/92)  276.642  (m)          907.62   (f) ADJ UNCH    1 2
 RP0355
 RP0355.Superseded values are not recommended for survey control.
 RP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0355.See file dsdata.txt to determine how the superseded data were derived.
 RP0355
 RP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS673776(NAD 83)
 RP0355_MARKER: DB = BENCH MARK DISK
 RP0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0355_SP_SET: CONCRETE POST
 RP0355_STAMPING: F 375 1940
 RP0355_MARK LOGO: CGS   
 RP0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0355+STABILITY: SURFACE MOTION
 RP0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0355+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP0355
 RP0355  HISTORY     - Date     Condition        Report By
 RP0355  HISTORY     - 1940     MONUMENTED       CGS
 RP0355  HISTORY     - 1962     GOOD             NGS
 RP0355  HISTORY     - 1981     GOOD             LOCSUR
 RP0355  HISTORY     - 19900723 GOOD             NGS
 RP0355
 RP0355                          STATION DESCRIPTION
 RP0355
 RP0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0355'1.1 MI S FROM WILD RICE.
 RP0355'1.1 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0355'RAILROAD FROM THE STATION AT WILD RICE, CASS COUNTY, ABOUT 16 POLES
 RP0355'NORTH OF MILEPOST 105, 43 FEET NORTH OF THE CENTER LINE OF AN
 RP0355'EAST-AND-WEST ROAD, 28 FEET EAST OF THE CENTER LINE OF A
 RP0355'NORTH-AND-SOUTH ROAD, 41.5 FEET WEST OF THE CENTER LINE OF THE TRACK,
 RP0355'2 FEET EAST OF A WHITE POST MARKED U.S.B.M., AND ABOUT 1 FOOT LOWER
 RP0355'THAN THE TRACK.  A STANDARD DISK, STAMPED F 375 1940 AND SET IN THE
 RP0355'TOP OF A CONCRETE POST.
 RP0355
 RP0355                          STATION RECOVERY (1981)
 RP0355
 RP0355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 RP0355'RECOVERED IN GOOD CONDITION.
 RP0355
 RP0355                          STATION RECOVERY (1990)
 RP0355
 RP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0355'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP0355'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP0355'THENCE 0.8 KM (0.5 MI) SOUTHERLY ALONG COUNTY ROAD 81, THENCE 0.8 KM
 RP0355'(0.5 MI) WESTERLY ALONG A GRAVELED ROAD, 13.9 M (45.6 FT) NORTH OF
 RP0355'THE ROAD CENTER, 13.9 M (45.6 FT) SOUTH OF UTILITY PEDESTAL NUMBER T
 RP0355'912 1 LP912 1, 10.0 M (32.8 FT) EAST OF THE CENTER OF A DIRT ROAD
 RP0355'LEADING NORTH, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M (1.0
 RP0355'FT) SOUTH OF A WITNESS POST, 0.2 M (0.7 FT) WEST OF A WITNESS POST,
 RP0355'AND THE CONCRETE PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 RP0355'NOTE--THE MARK WAS FOUND TILTED TO THE EAST AT A 15 DEGREE ANGLE, BUT
 RP0355'WAS STABLE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0511 ***********************************************************************
 TG0511  DESIGNATION -  F 377
 TG0511  PID         -  TG0511
 TG0511  STATE/COUNTY-  ND/MOUNTRAIL
 TG0511  USGS QUAD   -  BELDEN (1981)
 TG0511
 TG0511                         *CURRENT SURVEY CONTROL
 TG0511  ___________________________________________________________________
 TG0511* NAD 83(1986)-  48 10 56.     (N)    102 21 13.     (W)     SCALED    
 TG0511* NAVD 88     -       704.621  (meters)    2311.74   (feet)  ADJUSTED  
 TG0511  ___________________________________________________________________
 TG0511  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG0511  DYNAMIC HT  -         704.721 (meters)    2312.07  (feet)  COMP
 TG0511  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 TG0511
 TG0511  VERT ORDER  -  SECOND    CLASS 0
 TG0511
 TG0511.The horizontal coordinates were scaled from a topographic map and have
 TG0511.an estimated accuracy of +/- 6 seconds.
 TG0511
 TG0511.The orthometric height was determined by differential leveling
 TG0511.and adjusted by the National Geodetic Survey in June 1991..
 TG0511
 TG0511.The geoid height was determined by GEOID03.
 TG0511
 TG0511.The dynamic height is computed by dividing the NAVD 88
 TG0511.geopotential number by the normal gravity value computed on the
 TG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0511.degrees latitude (g = 980.6199 gals.).
 TG0511
 TG0511.The modeled gravity was interpolated from observed gravity values.
 TG0511
 TG0511;                    North         East    Units  Estimated Accuracy
 TG0511;SPC ND N     -   133,100.      462,180.      MT  (+/- 180 meters Scaled)
 TG0511
 TG0511                          SUPERSEDED SURVEY CONTROL
 TG0511
 TG0511.No superseded survey control is available for this station.
 TG0511
 TG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP967399(NAD 83)
 TG0511_MARKER: DB = BENCH MARK DISK
 TG0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0511_SP_SET: CULVERT
 TG0511_STAMPING: F-377 1940
 TG0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0511
 TG0511  HISTORY     - Date     Condition        Report By
 TG0511  HISTORY     - 1940     MONUMENTED       CGS
 TG0511  HISTORY     - 1946     GOOD             NGS
 TG0511
 TG0511                          STATION DESCRIPTION
 TG0511
 TG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG0511'11.2 MI S FROM STANLEY.
 TG0511'11.2 MILES SOUTH OF, ALONG STATE HIGHWAY 8, 11.2 MILES SOUTH OF THE
 TG0511'COUNTY COURT HOUSE AT STANLEY, 46 FEET NORTH OF SECTION LINE ROAD, 19
 TG0511'FEET WEST OF THE CENTER LINE OF HIGHWAY IN THE NORTH END OF THE WEST
 TG0511'HEAD-WALL OF A 18-INCH CORRUGATED IRON PIPE CULVERT UNDER THE HIGHWAY,
 TG0511'1.2 FEET SOUTH-WEST OF A WHITE WOODEN POST STENCILED U.S.B.M. A
 TG0511'STANDARD DISK, STAMPED F-377 1940.
 TG0511
 TG0511                          STATION RECOVERY (1946)
 TG0511
 TG0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0512 ***********************************************************************
 TG0512  DESIGNATION -  F 377 RESET
 TG0512  PID         -  TG0512
 TG0512  STATE/COUNTY-  ND/MOUNTRAIL
 TG0512  USGS QUAD   -  BELDEN (1981)
 TG0512
 TG0512                         *CURRENT SURVEY CONTROL
 TG0512  ___________________________________________________________________
 TG0512* NAD 83(1986)-  48 10 55.     (N)    102 21 13.     (W)     SCALED    
 TG0512* NAVD 88     -       706.121  (meters)    2316.67   (feet)  ADJUSTED  
 TG0512  ___________________________________________________________________
 TG0512  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG0512  DYNAMIC HT  -         706.222 (meters)    2317.00  (feet)  COMP
 TG0512  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 TG0512
 TG0512  VERT ORDER  -  SECOND    CLASS 0
 TG0512
 TG0512.The horizontal coordinates were scaled from a topographic map and have
 TG0512.an estimated accuracy of +/- 6 seconds.
 TG0512
 TG0512.The orthometric height was determined by differential leveling
 TG0512.and adjusted by the National Geodetic Survey in June 1991..
 TG0512
 TG0512.The geoid height was determined by GEOID03.
 TG0512
 TG0512.The dynamic height is computed by dividing the NAVD 88
 TG0512.geopotential number by the normal gravity value computed on the
 TG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0512.degrees latitude (g = 980.6199 gals.).
 TG0512
 TG0512.The modeled gravity was interpolated from observed gravity values.
 TG0512
 TG0512;                    North         East    Units  Estimated Accuracy
 TG0512;SPC ND N     -   133,070.      462,180.      MT  (+/- 180 meters Scaled)
 TG0512
 TG0512                          SUPERSEDED SURVEY CONTROL
 TG0512
 TG0512  NGVD 29 (??/??/92)  705.656  (m)         2315.14   (f) ADJ UNCH    2 0
 TG0512
 TG0512.Superseded values are not recommended for survey control.
 TG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0512.See file dsdata.txt to determine how the superseded data were derived.
 TG0512
 TG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP967399(NAD 83)
 TG0512_MARKER: DB = BENCH MARK DISK
 TG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0512_STAMPING: F 377 RESET 1955
 TG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0512+STABILITY: SURFACE MOTION
 TG0512
 TG0512  HISTORY     - Date     Condition        Report By
 TG0512  HISTORY     - 1955     MONUMENTED       CGS
 TG0512  HISTORY     - 1963     GOOD             NGS
 TG0512
 TG0512                          STATION DESCRIPTION
 TG0512
 TG0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0512'1.9 MI N FROM BELDEN.
 TG0512'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0512'BELDEN, 111 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0512'GRAVELED ROAD LEADING WEST, 99 FEET WEST OF THE CENTERLINE OF THE
 TG0512'HIGHWAY, 47 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST,
 TG0512'26.5 FEET WEST OF A POWER POLE, 6.5 FEET SOUTHEAST OF A FENCE CORNER,
 TG0512'1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 TG0512'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0512'2 INCHES, S 10, R 91 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0145 ***********************************************************************
 SO0145  DESIGNATION -  F 378
 SO0145  PID         -  SO0145
 SO0145  STATE/COUNTY-  ND/MCLEAN
 SO0145  USGS QUAD   -  RAUB (1967)
 SO0145
 SO0145                         *CURRENT SURVEY CONTROL
 SO0145  ___________________________________________________________________
 SO0145* NAD 83(1986)-  47 43 54.     (N)    102 02 37.     (W)     SCALED    
 SO0145* NAVD 88     -       589.546  (meters)    1934.20   (feet)  ADJUSTED  
 SO0145  ___________________________________________________________________
 SO0145  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 SO0145  DYNAMIC HT  -         589.617 (meters)    1934.44  (feet)  COMP
 SO0145  MODELED GRAV-     980,712.8   (mgal)                       NAVD 88
 SO0145
 SO0145  VERT ORDER  -  SECOND    CLASS 0
 SO0145
 SO0145.The horizontal coordinates were scaled from a topographic map and have
 SO0145.an estimated accuracy of +/- 6 seconds.
 SO0145
 SO0145.The orthometric height was determined by differential leveling
 SO0145.and adjusted by the National Geodetic Survey in June 1991..
 SO0145.WARNING-Repeat measurements at this control monument indicate possible
 SO0145.vertical movement.
 SO0145
 SO0145.The geoid height was determined by GEOID03.
 SO0145
 SO0145.The dynamic height is computed by dividing the NAVD 88
 SO0145.geopotential number by the normal gravity value computed on the
 SO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0145.degrees latitude (g = 980.6199 gals.).
 SO0145
 SO0145.The modeled gravity was interpolated from observed gravity values.
 SO0145
 SO0145;                    North         East    Units  Estimated Accuracy
 SO0145;SPC ND N     -    82,510.      484,220.      MT  (+/- 180 meters Scaled)
 SO0145
 SO0145                          SUPERSEDED SURVEY CONTROL
 SO0145
 SO0145  NGVD 29 (??/??/92)  589.130  (m)         1932.84   (f) ADJ UNCH    2 0
 SO0145
 SO0145.Superseded values are not recommended for survey control.
 SO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0145.See file dsdata.txt to determine how the superseded data were derived.
 SO0145
 SO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN216907(NAD 83)
 SO0145_MARKER: DB = BENCH MARK DISK
 SO0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0145_STAMPING: F 378 1940
 SO0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0145+STABILITY: SURFACE MOTION
 SO0145
 SO0145  HISTORY     - Date     Condition        Report By
 SO0145  HISTORY     - 1940     MONUMENTED       CGS
 SO0145  HISTORY     - 1962     GOOD             NGS
 SO0145
 SO0145                          STATION DESCRIPTION
 SO0145
 SO0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0145'1.0 MI S FROM RAUB.
 SO0145'ABOUT 1.0 MILE SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0145'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, 50 FEET NORTHWEST OF A ROAD
 SO0145'INTERSECTION, 41 FEET WEST OF THE CENTERLINE OF A ROAD, 31 FEET NORTH
 SO0145'OF THE CENTERLINE OF A ROAD, 17.5 FEET SOUTH OF POWER POLE NO. 17
 SO0145'WHICH IS BRACED BY 2 GUY WIRES, 1.5 FEET NORTH OF A WITNESS POST,
 SO0145'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0145'PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0368 ***********************************************************************
 SO0368  DESIGNATION -  F 379
 SO0368  PID         -  SO0368
 SO0368  STATE/COUNTY-  ND/DUNN
 SO0368  USGS QUAD   -  OAKDALE (1974)
 SO0368
 SO0368                         *CURRENT SURVEY CONTROL
 SO0368  ___________________________________________________________________
 SO0368* NAD 83(1986)-  47 24 53.     (N)    102 46 48.     (W)     SCALED    
 SO0368* NAVD 88     -       719.047  (meters)    2359.07   (feet)  ADJUSTED  
 SO0368  ___________________________________________________________________
 SO0368  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SO0368  DYNAMIC HT  -         719.091 (meters)    2359.22  (feet)  COMP
 SO0368  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 SO0368
 SO0368  VERT ORDER  -  SECOND    CLASS 0
 SO0368
 SO0368.The horizontal coordinates were scaled from a topographic map and have
 SO0368.an estimated accuracy of +/- 6 seconds.
 SO0368
 SO0368.The orthometric height was determined by differential leveling
 SO0368.and adjusted by the National Geodetic Survey in June 1991..
 SO0368
 SO0368.The geoid height was determined by GEOID03.
 SO0368
 SO0368.The dynamic height is computed by dividing the NAVD 88
 SO0368.geopotential number by the normal gravity value computed on the
 SO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0368.degrees latitude (g = 980.6199 gals.).
 SO0368
 SO0368.The modeled gravity was interpolated from observed gravity values.
 SO0368
 SO0368;                    North         East    Units  Estimated Accuracy
 SO0368;SPC ND S     -   196,810.      427,970.      MT  (+/- 180 meters Scaled)
 SO0368
 SO0368                          SUPERSEDED SURVEY CONTROL
 SO0368
 SO0368  NGVD 29 (??/??/92)  718.560  (m)         2357.48   (f) ADJ UNCH    2 0
 SO0368
 SO0368.Superseded values are not recommended for survey control.
 SO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0368.See file dsdata.txt to determine how the superseded data were derived.
 SO0368
 SO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN674536(NAD 83)
 SO0368_MARKER: DB = BENCH MARK DISK
 SO0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0368_STAMPING: F 379 1940
 SO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0368+STABILITY: SURFACE MOTION
 SO0368
 SO0368  HISTORY     - Date     Condition        Report By
 SO0368  HISTORY     - 1940     MONUMENTED       CGS
 SO0368
 SO0368                          STATION DESCRIPTION
 SO0368
 SO0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0368'4.4 MI N FROM KILLDEER.
 SO0368'4.4 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 22 FROM THE
 SO0368'NORTHERN PACIFIC RAILWAY STATION AT KILLDEER, DUNN COUNTY, AT A ROAD
 SO0368'INTERSECTION, 34 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 SO0368'27.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF THE
 SO0368'ROAD, 1.1 FEET SOUTH OF A FENCE, 1.1 FEET WEST OF THE FENCE CORNER,
 SO0368'AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF
 SO0368'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0143 ***********************************************************************
 RQ0143  DESIGNATION -  F 38 RESET
 RQ0143  PID         -  RQ0143
 RQ0143  STATE/COUNTY-  ND/DICKEY
 RQ0143  USGS QUAD   -  EDGELEY (1982)
 RQ0143
 RQ0143                         *CURRENT SURVEY CONTROL
 RQ0143  ___________________________________________________________________
 RQ0143* NAD 83(1986)-  46 16 18.     (N)    098 39 15.     (W)     SCALED    
 RQ0143* NAVD 88     -       469.54   (+/-2cm)    1540.5    (feet)  VERTCON   
 RQ0143  ___________________________________________________________________
 RQ0143  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RQ0143
 RQ0143  VERT ORDER  -  THIRD (See Below)
 RQ0143
 RQ0143.The horizontal coordinates were scaled from a topographic map and have
 RQ0143.an estimated accuracy of +/- 6 seconds.
 RQ0143
 RQ0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0143.The vertical order pertains to the NGVD 29 superseded value.
 RQ0143
 RQ0143.The geoid height was determined by GEOID03.
 RQ0143
 RQ0143;                    North         East    Units  Estimated Accuracy
 RQ0143;SPC ND S     -    68,920.      742,270.      MT  (+/- 180 meters Scaled)
 RQ0143
 RQ0143                          SUPERSEDED SURVEY CONTROL
 RQ0143
 RQ0143  NGVD 29 (11/04/04)  469.17   (m)         1539.3    (f) RESET       3  
 RQ0143
 RQ0143.Superseded values are not recommended for survey control.
 RQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0143.See file dsdata.txt to determine how the superseded data were derived.
 RQ0143
 RQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS266242(NAD 83)
 RQ0143_MARKER: DB = BENCH MARK DISK
 RQ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0143_STAMPING: F 38 RESET 1970
 RQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0143+STABILITY: SURFACE MOTION
 RQ0143
 RQ0143  HISTORY     - Date     Condition        Report By
 RQ0143  HISTORY     - 1970     MONUMENTED       NGS
 RQ0143
 RQ0143                          STATION DESCRIPTION
 RQ0143
 RQ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0143'7.0 MI S FROM EDGELEY.
 RQ0143'ABOUT 6.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RQ0143'PACIFIC RAILROAD FROM THE CITY WATER TANK IN EDGELEY, AT A CROSSING,
 RQ0143'130 FEET SOUTH OF MILE POST 56, 73 FEET SOUTHWEST OF THE CENTER OF THE
 RQ0143'RAILROAD CROSSING, 51 FEET SOUTH OF THE CENTER OF THE GRAVELED CROSS
 RQ0143'ROAD, 11 FEET WEST OF A POWER POLE, 3.0 FEET EAST OF A POWER POLE GUY
 RQ0143'WIRE ANCHOR, 1.4 FEET WEST OF METAL WITNESS POST, AND SET IN THE TOP
 RQ0143'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0167 ***********************************************************************
 RR0167  DESIGNATION -  F 380
 RR0167  PID         -  RR0167
 RR0167  STATE/COUNTY-  ND/SIOUX
 RR0167  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0167
 RR0167                         *CURRENT SURVEY CONTROL
 RR0167  ___________________________________________________________________
 RR0167* NAD 83(1986)-  46 01 54.     (N)    100 50 58.     (W)     SCALED    
 RR0167* NAVD 88     -       667.466  (meters)    2189.84   (feet)  ADJUSTED  
 RR0167  ___________________________________________________________________
 RR0167  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RR0167  DYNAMIC HT  -         667.425 (meters)    2189.71  (feet)  COMP
 RR0167  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 RR0167
 RR0167  VERT ORDER  -  SECOND    CLASS 0
 RR0167
 RR0167.The horizontal coordinates were scaled from a topographic map and have
 RR0167.an estimated accuracy of +/- 6 seconds.
 RR0167
 RR0167.The orthometric height was determined by differential leveling
 RR0167.and adjusted by the National Geodetic Survey in June 1991..
 RR0167
 RR0167.The geoid height was determined by GEOID03.
 RR0167
 RR0167.The dynamic height is computed by dividing the NAVD 88
 RR0167.geopotential number by the normal gravity value computed on the
 RR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0167.degrees latitude (g = 980.6199 gals.).
 RR0167
 RR0167.The modeled gravity was interpolated from observed gravity values.
 RR0167
 RR0167;                    North         East    Units  Estimated Accuracy
 RR0167;SPC ND S     -    40,630.      572,950.      MT  (+/- 180 meters Scaled)
 RR0167
 RR0167                          SUPERSEDED SURVEY CONTROL
 RR0167
 RR0167  NGVD 29 (??/??/92)  667.055  (m)         2188.50   (f) ADJ UNCH    2 0
 RR0167
 RR0167.Superseded values are not recommended for survey control.
 RR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0167.See file dsdata.txt to determine how the superseded data were derived.
 RR0167
 RR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR568992(NAD 83)
 RR0167_MARKER: DB = BENCH MARK DISK
 RR0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0167_STAMPING: F 380 1945
 RR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0167+STABILITY: SURFACE MOTION
 RR0167
 RR0167  HISTORY     - Date     Condition        Report By
 RR0167  HISTORY     - 1945     MONUMENTED       CGS
 RR0167  HISTORY     - 1956     GOOD             NGS
 RR0167
 RR0167                          STATION DESCRIPTION
 RR0167
 RR0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0167'4.5 MI E FROM SELFRIDGE.
 RR0167'ABOUT 4.5 MILES EASTERLY ALONG STATE HIGHWAY NO. 6 FROM THE CHICAGO,
 RR0167'MILWAUKEE, ST PAUL AND PACIFIC RAILROAD STATION AT SELFRIDGE, AT THE
 RR0167'INTERSECTION OF THE HIGHWAY AND A TRACK ROAD LEADING SOUTHEAST, 41.0
 RR0167'FEET NORTH OF AND ABOUT 3.0 FEET HIGHER THAN THE CENTER LINE OF THE
 RR0167'HIGHWAY, 72.0 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD AND 1.0
 RR0167'FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED F 380 1945 SET
 RR0167'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.
 RR0167
 RR0167                          STATION RECOVERY (1956)
 RR0167
 RR0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0168 ***********************************************************************
 RR0168  DESIGNATION -  F 380 RESET
 RR0168  PID         -  RR0168
 RR0168  STATE/COUNTY-  ND/SIOUX
 RR0168  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0168
 RR0168                         *CURRENT SURVEY CONTROL
 RR0168  ___________________________________________________________________
 RR0168* NAD 83(1986)-  46 01 55.     (N)    100 51 00.     (W)     SCALED    
 RR0168* NAVD 88     -       668.01   (+/-2cm)    2191.6    (feet)  VERTCON   
 RR0168  ___________________________________________________________________
 RR0168  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RR0168
 RR0168  VERT ORDER  -  THIRD (See Below)
 RR0168
 RR0168.The horizontal coordinates were scaled from a topographic map and have
 RR0168.an estimated accuracy of +/- 6 seconds.
 RR0168
 RR0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0168.The vertical order pertains to the NGVD 29 superseded value.
 RR0168
 RR0168.The geoid height was determined by GEOID03.
 RR0168
 RR0168;                    North         East    Units  Estimated Accuracy
 RR0168;SPC ND S     -    40,660.      572,900.      MT  (+/- 180 meters Scaled)
 RR0168
 RR0168                          SUPERSEDED SURVEY CONTROL
 RR0168
 RR0168  NGVD 29 (11/04/04)  667.60   (m)         2190.3    (f) RESET       3  
 RR0168
 RR0168.Superseded values are not recommended for survey control.
 RR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0168.See file dsdata.txt to determine how the superseded data were derived.
 RR0168
 RR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR568992(NAD 83)
 RR0168_MARKER: DB = BENCH MARK DISK
 RR0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0168_STAMPING: F 380 RESET 1959
 RR0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0168+STABILITY: SURFACE MOTION
 RR0168
 RR0168  HISTORY     - Date     Condition        Report By
 RR0168  HISTORY     - 1959     MONUMENTED       CGS
 RR0168
 RR0168                          STATION DESCRIPTION
 RR0168
 RR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RR0168'4.5 MI E FROM SELFRIDGE.
 RR0168'4.5 MILES EAST ALONG STATE HIGHWAY 6 FROM SELFRIDGE, ABOUT 0.1 MILE
 RR0168'EAST OF THE EAST ONE OF TWO CONCRETE CULVERTS, 2 FEET EAST OF A
 RR0168'WITNESS POST AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN
 RR0168'THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0224 ***********************************************************************
 RR0224  DESIGNATION -  F 382
 RR0224  PID         -  RR0224
 RR0224  STATE/COUNTY-  ND/SIOUX
 RR0224  USGS QUAD   -  FORT YATES SE (1968)
 RR0224
 RR0224                         *CURRENT SURVEY CONTROL
 RR0224  ___________________________________________________________________
 RR0224* NAD 83(1986)-  46 00 46.     (N)    100 34 03.     (W)     SCALED    
 RR0224* NAVD 88     -       489.107  (meters)    1604.68   (feet)  ADJUSTED  
 RR0224  ___________________________________________________________________
 RR0224  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0224  DYNAMIC HT  -         489.082 (meters)    1604.60  (feet)  COMP
 RR0224  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 RR0224
 RR0224  VERT ORDER  -  FIRST     CLASS II
 RR0224
 RR0224.The horizontal coordinates were scaled from a topographic map and have
 RR0224.an estimated accuracy of +/- 6 seconds.
 RR0224
 RR0224.The orthometric height was determined by differential leveling
 RR0224.and adjusted by the National Geodetic Survey in June 1991..
 RR0224
 RR0224.The geoid height was determined by GEOID03.
 RR0224
 RR0224.The dynamic height is computed by dividing the NAVD 88
 RR0224.geopotential number by the normal gravity value computed on the
 RR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0224.degrees latitude (g = 980.6199 gals.).
 RR0224
 RR0224.The modeled gravity was interpolated from observed gravity values.
 RR0224
 RR0224;                    North         East    Units  Estimated Accuracy
 RR0224;SPC ND S     -    38,480.      594,770.      MT  (+/- 180 meters Scaled)
 RR0224
 RR0224                          SUPERSEDED SURVEY CONTROL
 RR0224
 RR0224  NGVD 29 (??/??/92)  488.732  (m)         1603.45   (f) ADJ UNCH    1 2
 RR0224
 RR0224.Superseded values are not recommended for survey control.
 RR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0224.See file dsdata.txt to determine how the superseded data were derived.
 RR0224
 RR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR786966(NAD 83)
 RR0224_MARKER: DB = BENCH MARK DISK
 RR0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0224_STAMPING: F 382 1945
 RR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0224+STABILITY: SURFACE MOTION
 RR0224
 RR0224  HISTORY     - Date     Condition        Report By
 RR0224  HISTORY     - 1945     MONUMENTED       CGS
 RR0224  HISTORY     - 1949     GOOD             NGS
 RR0224  HISTORY     - 1959     GOOD             NGS
 RR0224
 RR0224                          STATION DESCRIPTION
 RR0224
 RR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0224'7.5 MI SE FROM FORT YATES.
 RR0224'4.4 MILES SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF
 RR0224'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, THENCE
 RR0224'3.1 MILES SOUTHEAST ALONG A GRAVELED ROAD, 31 FEET EAST OF THE CENTER
 RR0224'LINE OF THE ROAD, 2.5 FEET WEST OF A REFERENCE POST, AND SET IN THE
 RR0224'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RR0224
 RR0224                          STATION RECOVERY (1959)
 RR0224
 RR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0047 ***********************************************************************
 RR0047  DESIGNATION -  F 383
 RR0047  PID         -  RR0047
 RR0047  STATE/COUNTY-  ND/EMMONS
 RR0047  USGS QUAD   -  GRASSNA NW (1971)
 RR0047
 RR0047                         *CURRENT SURVEY CONTROL
 RR0047  ___________________________________________________________________
 RR0047* NAD 83(1986)-  46 08 45.     (N)    100 26 25.     (W)     SCALED    
 RR0047* NAVD 88     -       624.692  (meters)    2049.51   (feet)  ADJUSTED  
 RR0047  ___________________________________________________________________
 RR0047  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 RR0047  DYNAMIC HT  -         624.669 (meters)    2049.43  (feet)  COMP
 RR0047  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 RR0047
 RR0047  VERT ORDER  -  FIRST     CLASS II
 RR0047
 RR0047.The horizontal coordinates were scaled from a topographic map and have
 RR0047.an estimated accuracy of +/- 6 seconds.
 RR0047
 RR0047.The orthometric height was determined by differential leveling
 RR0047.and adjusted by the National Geodetic Survey in June 1991..
 RR0047
 RR0047.The geoid height was determined by GEOID03.
 RR0047
 RR0047.The dynamic height is computed by dividing the NAVD 88
 RR0047.geopotential number by the normal gravity value computed on the
 RR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0047.degrees latitude (g = 980.6199 gals.).
 RR0047
 RR0047.The modeled gravity was interpolated from observed gravity values.
 RR0047
 RR0047;                    North         East    Units  Estimated Accuracy
 RR0047;SPC ND S     -    53,270.      604,610.      MT  (+/- 180 meters Scaled)
 RR0047
 RR0047                          SUPERSEDED SURVEY CONTROL
 RR0047
 RR0047  NGVD 29 (??/??/92)  624.299  (m)         2048.22   (f) ADJ UNCH    1 2
 RR0047
 RR0047.Superseded values are not recommended for survey control.
 RR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0047.See file dsdata.txt to determine how the superseded data were derived.
 RR0047
 RR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS887112(NAD 83)
 RR0047_MARKER: DB = BENCH MARK DISK
 RR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0047_STAMPING: F 383 1945
 RR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0047+STABILITY: SURFACE MOTION
 RR0047
 RR0047  HISTORY     - Date     Condition        Report By
 RR0047  HISTORY     - 1945     MONUMENTED       CGS
 RR0047  HISTORY     - 1949     GOOD             NGS
 RR0047  HISTORY     - 1957     MARK NOT FOUND   NGS
 RR0047
 RR0047                          STATION DESCRIPTION
 RR0047
 RR0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0047'19.4 MI SW FROM LINTON.
 RR0047'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0047'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0047'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0047'GRADED ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A GRADED
 RR0047'ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A GRADED DIRT
 RR0047'ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 RR0047'MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, AT A ROAD
 RR0047'INTERSECTION, 53 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 RR0047'WEST, 45 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 7.0
 RR0047'FEET SOUTHWEST OF A FENCE CORNER POST AND INSIDE OF THE FENCE, 1.0
 RR0047'FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 RR0047'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RR0047
 RR0047                          STATION RECOVERY (1957)
 RR0047
 RR0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0160 ***********************************************************************
 SN0160  DESIGNATION -  F 384
 SN0160  PID         -  SN0160
 SN0160  STATE/COUNTY-  ND/OLIVER
 SN0160  USGS QUAD   -  PRICE (1976)
 SN0160
 SN0160                         *CURRENT SURVEY CONTROL
 SN0160  ___________________________________________________________________
 SN0160* NAD 83(1986)-  47 07 29.     (N)    100 57 56.     (W)     SCALED    
 SN0160* NAVD 88     -       515.901  (meters)    1692.59   (feet)  ADJUSTED  
 SN0160  ___________________________________________________________________
 SN0160  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SN0160  DYNAMIC HT  -         515.917 (meters)    1692.64  (feet)  COMP
 SN0160  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 SN0160
 SN0160  VERT ORDER  -  SECOND    CLASS 0
 SN0160
 SN0160.The horizontal coordinates were scaled from a topographic map and have
 SN0160.an estimated accuracy of +/- 6 seconds.
 SN0160
 SN0160.The orthometric height was determined by differential leveling
 SN0160.and adjusted by the National Geodetic Survey in June 1991..
 SN0160
 SN0160.The geoid height was determined by GEOID03.
 SN0160
 SN0160.The dynamic height is computed by dividing the NAVD 88
 SN0160.geopotential number by the normal gravity value computed on the
 SN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0160.degrees latitude (g = 980.6199 gals.).
 SN0160
 SN0160.The modeled gravity was interpolated from observed gravity values.
 SN0160
 SN0160;                    North         East    Units  Estimated Accuracy
 SN0160;SPC ND S     -   162,180.      564,680.      MT  (+/- 180 meters Scaled)
 SN0160
 SN0160                          SUPERSEDED SURVEY CONTROL
 SN0160
 SN0160  NGVD 29 (??/??/92)  515.501  (m)         1691.27   (f) ADJ UNCH    2 0
 SN0160
 SN0160.Superseded values are not recommended for survey control.
 SN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0160.See file dsdata.txt to determine how the superseded data were derived.
 SN0160
 SN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT509208(NAD 83)
 SN0160_MARKER: DB = BENCH MARK DISK
 SN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0160_STAMPING: F 384 1946 1691.273
 SN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0160+STABILITY: SURFACE MOTION
 SN0160
 SN0160  HISTORY     - Date     Condition        Report By
 SN0160  HISTORY     - 1946     MONUMENTED       CGS
 SN0160  HISTORY     - 1956     GOOD             NGS
 SN0160
 SN0160                          STATION DESCRIPTION
 SN0160
 SN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0160'2.9 MI N FROM PRICE.
 SN0160'ABOUT 2.9 MILES NORTH ALONG THE NORTHERN PACIFIC RAILROAD FROM PRICE,
 SN0160'AND AT A PRIVATE ROAD CROSSING, ACROSS THE RAILROAD FROM MILEPOST NO.
 SN0160'23, 47.5 FEET WEST OF AND ABOUT 5 FEET HIGHER THAN THE CENTER LINE OF
 SN0160'THE RAILROAD, 15.5 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 SN0160'2 FEET SOUTH OF A 4 X 4 IN. MARKER POST, 1 FOOT EAST OF THE
 SN0160'RIGHT-OF-WAY FENCE.  A BRONZE DISC STAMPED F 384 1946 AND SET IN THE
 SN0160'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 SN0160
 SN0160                          STATION RECOVERY (1956)
 SN0160
 SN0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0310 ***********************************************************************
 RR0310  DESIGNATION -  F 385
 RR0310  PID         -  RR0310
 RR0310  STATE/COUNTY-  ND/MORTON
 RR0310  USGS QUAD   -  HARMON (1976)
 RR0310
 RR0310                         *CURRENT SURVEY CONTROL
 RR0310  ___________________________________________________________________
 RR0310* NAD 83(1986)-  46 54 16.     (N)    100 55 12.     (W)     SCALED    
 RR0310* NAVD 88     -       506.033  (meters)    1660.21   (feet)  ADJUSTED  
 RR0310  ___________________________________________________________________
 RR0310  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RR0310  DYNAMIC HT  -         506.042 (meters)    1660.24  (feet)  COMP
 RR0310  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 RR0310
 RR0310  VERT ORDER  -  SECOND    CLASS 0
 RR0310
 RR0310.The horizontal coordinates were scaled from a topographic map and have
 RR0310.an estimated accuracy of +/- 6 seconds.
 RR0310
 RR0310.The orthometric height was determined by differential leveling
 RR0310.and adjusted by the National Geodetic Survey in June 1991..
 RR0310
 RR0310.The geoid height was determined by GEOID03.
 RR0310
 RR0310.The dynamic height is computed by dividing the NAVD 88
 RR0310.geopotential number by the normal gravity value computed on the
 RR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0310.degrees latitude (g = 980.6199 gals.).
 RR0310
 RR0310.The modeled gravity was interpolated from observed gravity values.
 RR0310
 RR0310;                    North         East    Units  Estimated Accuracy
 RR0310;SPC ND S     -   137,670.      568,000.      MT  (+/- 180 meters Scaled)
 RR0310
 RR0310                          SUPERSEDED SURVEY CONTROL
 RR0310
 RR0310  NGVD 29 (??/??/92)  505.666  (m)         1659.01   (f) ADJ UNCH    2 0
 RR0310
 RR0310.Superseded values are not recommended for survey control.
 RR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0310.See file dsdata.txt to determine how the superseded data were derived.
 RR0310
 RR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS537963(NAD 83)
 RR0310_MARKER: DB = BENCH MARK DISK
 RR0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0310_STAMPING: F 385 1946
 RR0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0310+STABILITY: SURFACE MOTION
 RR0310
 RR0310  HISTORY     - Date     Condition        Report By
 RR0310  HISTORY     - 1946     MONUMENTED       CGS
 RR0310  HISTORY     - 1956     MARK NOT FOUND   NGS
 RR0310
 RR0310                          STATION DESCRIPTION
 RR0310
 RR0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0310'7.0 MI NW FROM MANDAN.
 RR0310'ABOUT 7.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0310'STATION AT MANDAN, ABOUT 76 YARDS NORTHWEST OF MILE POST 6, AT THE
 RR0310'FOOT OF A HIGH BANK, 13.5 FEET SOUTHWEST OF AND ABOUT 1.0 FOOT LOWER
 RR0310'THAN THE CENTER LINE OF THE TRACK, 1.0 FOOT NORTH OF A 4 X 4 IN.
 RR0310'MARKER POST.  A BRONZE DISK STAMPED F 385 1946 SET IN THE TOP OF A
 RR0310'CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE GROUND.
 RR0310
 RR0310                          STATION RECOVERY (1956)
 RR0310
 RR0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0621 ***********************************************************************
 SN0621  DESIGNATION -  F 386
 SN0621  PID         -  SN0621
 SN0621  STATE/COUNTY-  ND/MCLEAN
 SN0621  USGS QUAD   -  COLEHARBOR (1980)
 SN0621
 SN0621                         *CURRENT SURVEY CONTROL
 SN0621  ___________________________________________________________________
 SN0621* NAD 83(1986)-  47 30 08.     (N)    101 11 05.     (W)     SCALED    
 SN0621* NAVD 88     -       606.596  (meters)    1990.14   (feet)  ADJUSTED  
 SN0621  ___________________________________________________________________
 SN0621  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 SN0621  DYNAMIC HT  -         606.645 (meters)    1990.30  (feet)  COMP
 SN0621  MODELED GRAV-     980,672.8   (mgal)                       NAVD 88
 SN0621
 SN0621  VERT ORDER  -  SECOND    CLASS 0
 SN0621
 SN0621.The horizontal coordinates were scaled from a topographic map and have
 SN0621.an estimated accuracy of +/- 6 seconds.
 SN0621
 SN0621.The orthometric height was determined by differential leveling
 SN0621.and adjusted by the National Geodetic Survey in June 1991..
 SN0621
 SN0621.The geoid height was determined by GEOID03.
 SN0621
 SN0621.The dynamic height is computed by dividing the NAVD 88
 SN0621.geopotential number by the normal gravity value computed on the
 SN0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0621.degrees latitude (g = 980.6199 gals.).
 SN0621
 SN0621.The modeled gravity was interpolated from observed gravity values.
 SN0621
 SN0621;                    North         East    Units  Estimated Accuracy
 SN0621;SPC ND N     -    56,070.      548,410.      MT  (+/- 180 meters Scaled)
 SN0621
 SN0621                          SUPERSEDED SURVEY CONTROL
 SN0621
 SN0621  NGVD 29 (??/??/92)  606.179  (m)         1988.77   (f) ADJ UNCH    2 0
 SN0621
 SN0621.Superseded values are not recommended for survey control.
 SN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0621.See file dsdata.txt to determine how the superseded data were derived.
 SN0621
 SN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT354632(NAD 83)
 SN0621_MARKER: DB = BENCH MARK DISK
 SN0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0621_STAMPING: F 386 1946
 SN0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0621+STABILITY: SURFACE MOTION
 SN0621
 SN0621  HISTORY     - Date     Condition        Report By
 SN0621  HISTORY     - 1946     MONUMENTED       CGS
 SN0621  HISTORY     - 1972     MARK NOT FOUND   USGS
 SN0621  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0621
 SN0621                          STATION DESCRIPTION
 SN0621
 SN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0621'4.2 MI NW FROM UNDERWOOD.
 SN0621'TO REACH FROM THE MINNEAPOLIS ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0621'STATION AT UNDERWOOD GO NORTH 0.3 MILE ALONG A DIRT ROAD, THENCE
 SN0621'NORTHWEST 3.3 MILES ALONG U. S. HIGHWAY NO. 83, THENCE WEST 0.6 MILE
 SN0621'ALONG THE EAST ACCESS ROAD TO SITE OF MARK, BENCH MARK IS AT THE
 SN0621'INTERSECTION OF THE EAST ACCESS ROAD AND A NORTH-SOUTH DIRT ROAD,
 SN0621'100.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE EAST
 SN0621'ACCESS ROAD, 30.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 SN0621'ROAD, 4.0 FEET EAST OF A TELEPHONE POLE AND 1.0 FOOT WEST OF A 4 X 4
 SN0621'IN. MARKER POST.  A BRONZE DISK STAMPED F 386 1946 SET IN THE TOP OF A
 SN0621'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 SN0621
 SN0621                          STATION RECOVERY (1972)
 SN0621
 SN0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SN0621'MARK NOT FOUND.
 SN0621
 SN0621                          STATION RECOVERY (1982)
 SN0621
 SN0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1143 ***********************************************************************
 TG1143  DESIGNATION -  F 387
 TG1143  PID         -  TG1143
 TG1143  STATE/COUNTY-  ND/WILLIAMS
 TG1143  USGS QUAD   -  RAY (1978)
 TG1143
 TG1143                         *CURRENT SURVEY CONTROL
 TG1143  ___________________________________________________________________
 TG1143* NAD 83(1986)-  48 18 38.     (N)    103 13 14.     (W)     SCALED    
 TG1143* NAVD 88     -       715.790  (meters)    2348.39   (feet)  ADJUSTED  
 TG1143  ___________________________________________________________________
 TG1143  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1143  DYNAMIC HT  -         715.889 (meters)    2348.71  (feet)  COMP
 TG1143  MODELED GRAV-     980,724.4   (mgal)                       NAVD 88
 TG1143
 TG1143  VERT ORDER  -  FIRST     CLASS II
 TG1143
 TG1143.The horizontal coordinates were scaled from a topographic map and have
 TG1143.an estimated accuracy of +/- 6 seconds.
 TG1143
 TG1143.The orthometric height was determined by differential leveling
 TG1143.and adjusted by the National Geodetic Survey in June 1991..
 TG1143
 TG1143.The geoid height was determined by GEOID03.
 TG1143
 TG1143.The dynamic height is computed by dividing the NAVD 88
 TG1143.geopotential number by the normal gravity value computed on the
 TG1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1143.degrees latitude (g = 980.6199 gals.).
 TG1143
 TG1143.The modeled gravity was interpolated from observed gravity values.
 TG1143
 TG1143;                    North         East    Units  Estimated Accuracy
 TG1143;SPC ND N     -   149,280.      398,250.      MT  (+/- 180 meters Scaled)
 TG1143
 TG1143                          SUPERSEDED SURVEY CONTROL
 TG1143
 TG1143  NGVD 29 (??/??/92)  715.292  (m)         2346.75   (f) ADJ UNCH    1 2
 TG1143
 TG1143.Superseded values are not recommended for survey control.
 TG1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1143.See file dsdata.txt to determine how the superseded data were derived.
 TG1143
 TG1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP319523(NAD 83)
 TG1143_MARKER: DB = BENCH MARK DISK
 TG1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1143_STAMPING: F 387 1946
 TG1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1143+STABILITY: SURFACE MOTION
 TG1143
 TG1143  HISTORY     - Date     Condition        Report By
 TG1143  HISTORY     - 1946     MONUMENTED       CGS
 TG1143  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1143
 TG1143                          STATION DESCRIPTION
 TG1143
 TG1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1143'2.0 MI NE FROM WHEELOCK.
 TG1143'ABOUT 2.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1143'STATION AT WHEELOCK, ABOUT 60 YARDS SOUTHEAST OF AND ACROSS THE TRACKS
 TG1143'FROM MILE POST 97, 99.0 FEET SOUTHEAST OF AND LEVEL WITH THE CENTER
 TG1143'LINE OF THE TRACK, 1.0 FOOT NORTHWEST OF THE RIGHT OF WAY FENCE AND
 TG1143'1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 TG1143'F 387 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 TG1143'INCHES ABOVE GROUND.
 TG1143
 TG1143                          STATION RECOVERY (1981)
 TG1143
 TG1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1209 ***********************************************************************
 TG1209  DESIGNATION -  F 388
 TG1209  PID         -  TG1209
 TG1209  STATE/COUNTY-  ND/WILLIAMS
 TG1209  USGS QUAD   -  GAMACHE CREEK (1978)
 TG1209
 TG1209                         *CURRENT SURVEY CONTROL
 TG1209  ___________________________________________________________________
 TG1209* NAD 83(1986)-  48 09 54.     (N)    103 15 15.     (W)     SCALED    
 TG1209* NAVD 88     -       623.308  (meters)    2044.97   (feet)  ADJUSTED  
 TG1209  ___________________________________________________________________
 TG1209  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG1209  DYNAMIC HT  -         623.389 (meters)    2045.24  (feet)  COMP
 TG1209  MODELED GRAV-     980,722.2   (mgal)                       NAVD 88
 TG1209
 TG1209  VERT ORDER  -  SECOND    CLASS 0
 TG1209
 TG1209.The horizontal coordinates were scaled from a topographic map and have
 TG1209.an estimated accuracy of +/- 6 seconds.
 TG1209
 TG1209.The orthometric height was determined by differential leveling
 TG1209.and adjusted by the National Geodetic Survey in June 1991..
 TG1209
 TG1209.The geoid height was determined by GEOID03.
 TG1209
 TG1209.The dynamic height is computed by dividing the NAVD 88
 TG1209.geopotential number by the normal gravity value computed on the
 TG1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1209.degrees latitude (g = 980.6199 gals.).
 TG1209
 TG1209.The modeled gravity was interpolated from observed gravity values.
 TG1209
 TG1209;                    North         East    Units  Estimated Accuracy
 TG1209;SPC ND N     -   133,190.      395,180.      MT  (+/- 180 meters Scaled)
 TG1209
 TG1209                          SUPERSEDED SURVEY CONTROL
 TG1209
 TG1209  NGVD 29 (??/??/92)  622.810  (m)         2043.34   (f) ADJ UNCH    2 0
 TG1209
 TG1209.Superseded values are not recommended for survey control.
 TG1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1209.See file dsdata.txt to determine how the superseded data were derived.
 TG1209
 TG1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP298361(NAD 83)
 TG1209_MARKER: DB = BENCH MARK DISK
 TG1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1209_SP_SET: CONCRETE DRILL HOLE
 TG1209_STAMPING: F 388 1946
 TG1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1209
 TG1209  HISTORY     - Date     Condition        Report By
 TG1209  HISTORY     - 1946     MONUMENTED       CGS
 TG1209  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1209
 TG1209                          STATION DESCRIPTION
 TG1209
 TG1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1209'18.7 MI E FROM WILLISTON.
 TG1209'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1209'MAIN STREET, THENCE EASTERLY 18.7 MILES ALONG THE MAIN GRAVELED ROAD
 TG1209'TO SITE OF MARK, BENCH MARK IS 18.0 FEET WEST OF AND ABOUT 4.0 FEET
 TG1209'LOWER THAN THE CENTER LINE OF THE ROAD, ON TOP OF THE SOUTH END OF THE
 TG1209'WEST HEADWALL OF A 4 X 4 FT. CONCRETE CULVERT.  A BRONZE DISK STAMPED
 TG1209'F 388 1946 SET IN A DRILL HOLE IN CONCRETE.  NOTE-- RD REBUILT AND R/W
 TG1209'EXTENDED.
 TG1209
 TG1209                          STATION RECOVERY (1969)
 TG1209
 TG1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1272 ***********************************************************************
 TG1272  DESIGNATION -  F 389
 TG1272  PID         -  TG1272
 TG1272  STATE/COUNTY-  ND/WILLIAMS
 TG1272  USGS QUAD   -  RED MIKE HILL (1976)
 TG1272
 TG1272                         *CURRENT SURVEY CONTROL
 TG1272  ___________________________________________________________________
 TG1272* NAD 83(1986)-  48 12 57.     (N)    103 05 01.     (W)     SCALED    
 TG1272* NAVD 88     -       602.517  (meters)    1976.76   (feet)  ADJUSTED  
 TG1272  ___________________________________________________________________
 TG1272  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1272  DYNAMIC HT  -         602.598 (meters)    1977.02  (feet)  COMP
 TG1272  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 TG1272
 TG1272  VERT ORDER  -  SECOND    CLASS 0
 TG1272
 TG1272.The horizontal coordinates were scaled from a topographic map and have
 TG1272.an estimated accuracy of +/- 6 seconds.
 TG1272
 TG1272.The orthometric height was determined by differential leveling
 TG1272.and adjusted by the National Geodetic Survey in June 1991..
 TG1272
 TG1272.The geoid height was determined by GEOID03.
 TG1272
 TG1272.The dynamic height is computed by dividing the NAVD 88
 TG1272.geopotential number by the normal gravity value computed on the
 TG1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1272.degrees latitude (g = 980.6199 gals.).
 TG1272
 TG1272.The modeled gravity was interpolated from observed gravity values.
 TG1272
 TG1272;                    North         East    Units  Estimated Accuracy
 TG1272;SPC ND N     -   138,400.      408,050.      MT  (+/- 180 meters Scaled)
 TG1272
 TG1272                          SUPERSEDED SURVEY CONTROL
 TG1272
 TG1272  NGVD 29 (??/??/92)  602.022  (m)         1975.13   (f) ADJ UNCH    2 0
 TG1272
 TG1272.Superseded values are not recommended for survey control.
 TG1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1272.See file dsdata.txt to determine how the superseded data were derived.
 TG1272
 TG1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP423420(NAD 83)
 TG1272_MARKER: DB = BENCH MARK DISK
 TG1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1272_STAMPING: F 389 1946
 TG1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1272+STABILITY: SURFACE MOTION
 TG1272
 TG1272  HISTORY     - Date     Condition        Report By
 TG1272  HISTORY     - 1946     MONUMENTED       CGS
 TG1272  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1272
 TG1272                          STATION DESCRIPTION
 TG1272
 TG1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1272'11.9 MI SE FROM RAY.
 TG1272'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1272'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 11.8 MILES ALONG
 TG1272'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS 170.6 FEET SOUTH
 TG1272'OF A PASTURE FENCE CORNER, 52.0 FEET WEST OF AND ABOUT 2.5 FEET LOWER
 TG1272'THAN THE CENTER LINE OF THE ROAD, 20.8 FEET NORTHEAST OF A BOULDER AND
 TG1272'1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED F
 TG1272'389 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 TG1272'INCHES ABOVE GROUND.  NOTE-- RD REBUILT AND R/W EXTENDED.
 TG1272
 TG1272                          STATION RECOVERY (1969)
 TG1272
 TG1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0282 ***********************************************************************
 RQ0282  DESIGNATION -  F 39
 RQ0282  PID         -  RQ0282
 RQ0282  STATE/COUNTY-  ND/LOGAN
 RQ0282  USGS QUAD   -  ALFRED (1983)
 RQ0282
 RQ0282                         *CURRENT SURVEY CONTROL
 RQ0282  ___________________________________________________________________
 RQ0282* NAD 83(1986)-  46 37 03.     (N)    099 04 20.     (W)     SCALED    
 RQ0282* NAVD 88     -       589.220  (meters)    1933.13   (feet)  ADJUSTED  
 RQ0282  ___________________________________________________________________
 RQ0282  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 RQ0282  DYNAMIC HT  -         589.218 (meters)    1933.13  (feet)  COMP
 RQ0282  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 RQ0282
 RQ0282  VERT ORDER  -  SECOND    CLASS 0
 RQ0282
 RQ0282.The horizontal coordinates were scaled from a topographic map and have
 RQ0282.an estimated accuracy of +/- 6 seconds.
 RQ0282
 RQ0282.The orthometric height was determined by differential leveling
 RQ0282.and adjusted by the National Geodetic Survey in June 1991..
 RQ0282
 RQ0282.The geoid height was determined by GEOID03.
 RQ0282
 RQ0282.The dynamic height is computed by dividing the NAVD 88
 RQ0282.geopotential number by the normal gravity value computed on the
 RQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0282.degrees latitude (g = 980.6199 gals.).
 RQ0282
 RQ0282.The modeled gravity was interpolated from observed gravity values.
 RQ0282
 RQ0282;                    North         East    Units  Estimated Accuracy
 RQ0282;SPC ND S     -   106,690.      709,350.      MT  (+/- 180 meters Scaled)
 RQ0282
 RQ0282                          SUPERSEDED SURVEY CONTROL
 RQ0282
 RQ0282  NGVD 29 (??/??/92)  588.798  (m)         1931.75   (f) ADJ UNCH    2 0
 RQ0282
 RQ0282.Superseded values are not recommended for survey control.
 RQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0282.See file dsdata.txt to determine how the superseded data were derived.
 RQ0282
 RQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS944626(NAD 83)
 RQ0282_MARKER: DB = BENCH MARK DISK
 RQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0282_STAMPING: F-39 1934
 RQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0282+STABILITY: SURFACE MOTION
 RQ0282
 RQ0282  HISTORY     - Date     Condition        Report By
 RQ0282  HISTORY     - 1934     MONUMENTED       CGS
 RQ0282  HISTORY     - 1961     GOOD             NGS
 RQ0282  HISTORY     - 1978     POOR             USGS
 RQ0282
 RQ0282                          STATION DESCRIPTION
 RQ0282
 RQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0282'3.3 MI E FROM GACKLE.
 RQ0282'3.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE HIGH SCHOOL
 RQ0282'AT GACKLE, LOGAN COUNTY, ABOUT 1 POLE WEST OF MILEPOST 132, ABOUT 60
 RQ0282'FEET WEST OF THE WEST END OF THE SNOW FENCE, 45 FEET SOUTHWEST OF A
 RQ0282'RAIL REST, 39 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH
 RQ0282'OF A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK. A STANDARD DISK,
 RQ0282'STAMPED F 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0282
 RQ0282                          STATION RECOVERY (1961)
 RQ0282
 RQ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RQ0282'RECOVERED IN GOOD CONDITION.
 RQ0282
 RQ0282                          STATION RECOVERY (1978)
 RQ0282
 RQ0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0282'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0915 ***********************************************************************
 TG0915  DESIGNATION -  F 390
 TG0915  PID         -  TG0915
 TG0915  STATE/COUNTY-  ND/WILLIAMS
 TG0915  USGS QUAD   -  CHARLSON NE (1965)
 TG0915
 TG0915                         *CURRENT SURVEY CONTROL
 TG0915  ___________________________________________________________________
 TG0915* NAD 83(1986)-  48 09 01.     (N)    102 51 12.     (W)     SCALED    
 TG0915* NAVD 88     -       556.397  (meters)    1825.45   (feet)  ADJUSTED  
 TG0915  ___________________________________________________________________
 TG0915  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG0915  DYNAMIC HT  -         556.482 (meters)    1825.72  (feet)  COMP
 TG0915  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 TG0915
 TG0915  VERT ORDER  -  SECOND    CLASS 0
 TG0915
 TG0915.The horizontal coordinates were scaled from a topographic map and have
 TG0915.an estimated accuracy of +/- 6 seconds.
 TG0915
 TG0915.The orthometric height was determined by differential leveling
 TG0915.and adjusted by the National Geodetic Survey in June 1991..
 TG0915
 TG0915.The geoid height was determined by GEOID03.
 TG0915
 TG0915.The dynamic height is computed by dividing the NAVD 88
 TG0915.geopotential number by the normal gravity value computed on the
 TG0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0915.degrees latitude (g = 980.6199 gals.).
 TG0915
 TG0915.The modeled gravity was interpolated from observed gravity values.
 TG0915
 TG0915;                    North         East    Units  Estimated Accuracy
 TG0915;SPC ND N     -   130,570.      424,930.      MT  (+/- 180 meters Scaled)
 TG0915
 TG0915                          SUPERSEDED SURVEY CONTROL
 TG0915
 TG0915  NGVD 29 (??/??/92)  555.927  (m)         1823.90   (f) ADJ UNCH    2 0
 TG0915
 TG0915.Superseded values are not recommended for survey control.
 TG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0915.See file dsdata.txt to determine how the superseded data were derived.
 TG0915
 TG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP596352(NAD 83)
 TG0915_MARKER: DB = BENCH MARK DISK
 TG0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0915_SP_SET: ABUTMENT
 TG0915_STAMPING: F 390 1946
 TG0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0915
 TG0915  HISTORY     - Date     Condition        Report By
 TG0915  HISTORY     - 1946     MONUMENTED       CGS
 TG0915  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0915
 TG0915                          STATION DESCRIPTION
 TG0915
 TG0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0915'20.5 MI NW FROM SANISH.
 TG0915'ABOUT 20.5 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0915'OFFICE AT SANISH, AT A CROSSROAD, ABOUT 50.0 FEET WEST OF THE CENTER
 TG0915'LINE OF THE NORTH-SOUTH ROAD, 9.0 FEET NORTH OF AND ABOUT LEVEL WITH
 TG0915'THE CENTER LINE OF THE EASTWEST ROAD, ON TOP OF THE NORTH END OF THE
 TG0915'EAST CONCRETE ABUTMENT OF A SMALL BRIDGE.  A BRONZE DISK STAMPED F 390
 TG0915'1946 SET IN A DRILL HOLE IN CONCRETE.  NOTE-- UNDER WATER.
 TG0915
 TG0915                          STATION RECOVERY (1964)
 TG0915
 TG0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0030 ***********************************************************************
 SO0030  DESIGNATION -  F 391
 SO0030  PID         -  SO0030
 SO0030  STATE/COUNTY-  ND/MOUNTRAIL
 SO0030  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0030
 SO0030                         *CURRENT SURVEY CONTROL
 SO0030  ___________________________________________________________________
 SO0030* NAD 83(1986)-  47 52 35.     (N)    102 21 57.     (W)     SCALED    
 SO0030* NAVD 88     -       544.289  (meters)    1785.72   (feet)  ADJUSTED  
 SO0030  ___________________________________________________________________
 SO0030  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0030  DYNAMIC HT  -         544.369 (meters)    1785.98  (feet)  COMP
 SO0030  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 SO0030
 SO0030  VERT ORDER  -  SECOND    CLASS 0
 SO0030
 SO0030.The horizontal coordinates were scaled from a topographic map and have
 SO0030.an estimated accuracy of +/- 6 seconds.
 SO0030
 SO0030.The orthometric height was determined by differential leveling
 SO0030.and adjusted by the National Geodetic Survey in June 1991..
 SO0030
 SO0030.The geoid height was determined by GEOID03.
 SO0030
 SO0030.The dynamic height is computed by dividing the NAVD 88
 SO0030.geopotential number by the normal gravity value computed on the
 SO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0030.degrees latitude (g = 980.6199 gals.).
 SO0030
 SO0030.The modeled gravity was interpolated from observed gravity values.
 SO0030
 SO0030;                    North         East    Units  Estimated Accuracy
 SO0030;SPC ND N     -    99,130.      460,450.      MT  (+/- 180 meters Scaled)
 SO0030
 SO0030                          SUPERSEDED SURVEY CONTROL
 SO0030
 SO0030  NGVD 29 (??/??/92)  543.860  (m)         1784.31   (f) ADJ UNCH    2 0
 SO0030
 SO0030.Superseded values are not recommended for survey control.
 SO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0030.See file dsdata.txt to determine how the superseded data were derived.
 SO0030
 SO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP969059(NAD 83)
 SO0030_MARKER: DB = BENCH MARK DISK
 SO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0030_STAMPING: F 391 1946
 SO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0030+STABILITY: SURFACE MOTION
 SO0030
 SO0030  HISTORY     - Date     Condition        Report By
 SO0030  HISTORY     - 1946     MONUMENTED       CGS
 SO0030
 SO0030                          STATION DESCRIPTION
 SO0030
 SO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0030'4.6 MI N FROM SHELL CREEK.
 SO0030'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO WEST 0.8 MILE ALONG A
 SO0030'GRAVELED ROAD, THENCE NORTH 3.6 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0030'MARK, BENCH MARK IS ABOUT 5.1 MILES SOUTH OF VAN HOOK, AT A T
 SO0030'INTERSECTION, ABOUT 126 YARDS WEST OF AND ACROSS THE ROAD FROM A
 SO0030'SCHOOLHOUSE, 94.0 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD
 SO0030'LEADING EAST, 47.0 FEET WEST OF AND ABOUT 2.5 FEET LOWER THAN THE
 SO0030'CENTER LINE OF THE NORTH-SOUTH ROAD, 6.0 FEET WEST OF A FENCE CORNER,
 SO0030'2.0 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 SO0030'POST.  A BRONZE DISK STAMPED F 391 1946 SET IN THE TOP OF A CONCRETE
 SO0030'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0007 ***********************************************************************
 SO0007  DESIGNATION -  F 392
 SO0007  PID         -  SO0007
 SO0007  STATE/COUNTY-  ND/MCLEAN
 SO0007  USGS QUAD   -  RAUB NW (1967)
 SO0007
 SO0007                         *CURRENT SURVEY CONTROL
 SO0007  ___________________________________________________________________
 SO0007* NAD 83(1986)-  47 38 13.     (N)    102 14 56.     (W)     SCALED    
 SO0007* NAVD 88     -       529.581  (meters)    1737.47   (feet)  ADJUSTED  
 SO0007  ___________________________________________________________________
 SO0007  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0007  DYNAMIC HT  -         529.645 (meters)    1737.68  (feet)  COMP
 SO0007  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 SO0007
 SO0007  VERT ORDER  -  SECOND    CLASS 0
 SO0007
 SO0007.The horizontal coordinates were scaled from a topographic map and have
 SO0007.an estimated accuracy of +/- 6 seconds.
 SO0007
 SO0007.The orthometric height was determined by differential leveling
 SO0007.and adjusted by the National Geodetic Survey in June 1991..
 SO0007
 SO0007.The geoid height was determined by GEOID03.
 SO0007
 SO0007.The dynamic height is computed by dividing the NAVD 88
 SO0007.geopotential number by the normal gravity value computed on the
 SO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0007.degrees latitude (g = 980.6199 gals.).
 SO0007
 SO0007.The modeled gravity was interpolated from observed gravity values.
 SO0007
 SO0007;                    North         East    Units  Estimated Accuracy
 SO0007;SPC ND N     -    72,310.      468,590.      MT  (+/- 180 meters Scaled)
 SO0007
 SO0007                          SUPERSEDED SURVEY CONTROL
 SO0007
 SO0007  NGVD 29 (??/??/92)  529.172  (m)         1736.13   (f) ADJ UNCH    2 0
 SO0007
 SO0007.Superseded values are not recommended for survey control.
 SO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0007.See file dsdata.txt to determine how the superseded data were derived.
 SO0007
 SO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN066796(NAD 83)
 SO0007_MARKER: DB = BENCH MARK DISK
 SO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0007_STAMPING: F 392 1946
 SO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0007+STABILITY: SURFACE MOTION
 SO0007
 SO0007  HISTORY     - Date     Condition        Report By
 SO0007  HISTORY     - 1946     MONUMENTED       CGS
 SO0007
 SO0007                          STATION DESCRIPTION
 SO0007
 SO0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0007'8.2 MI NW FROM ELBOWOODS.
 SO0007'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0007'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0007'8, THENCE NORTHWESTERLY 6.0 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0007'MARK, BENCH MARK IS ABOUT 200 YARDS NORTH OF A CURVE IN THE ROAD, 42.6
 SO0007'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 12.6
 SO0007'FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE AND 1.0 FOOT
 SO0007'SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED F 392 1946
 SO0007'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE
 SO0007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1149 ***********************************************************************
 SN1149  DESIGNATION -  F 393
 SN1149  PID         -  SN1149
 SN1149  STATE/COUNTY-  ND/MCLEAN
 SN1149  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1149
 SN1149                         *CURRENT SURVEY CONTROL
 SN1149  ___________________________________________________________________
 SN1149* NAD 83(1986)-  47 32 59.     (N)    101 57 05.     (W)     SCALED    
 SN1149* NAVD 88     -       596.738  (meters)    1957.80   (feet)  ADJUSTED  
 SN1149  ___________________________________________________________________
 SN1149  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 SN1149  DYNAMIC HT  -         596.794 (meters)    1957.98  (feet)  COMP
 SN1149  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 SN1149
 SN1149  VERT ORDER  -  SECOND    CLASS 0
 SN1149
 SN1149.The horizontal coordinates were scaled from a topographic map and have
 SN1149.an estimated accuracy of +/- 6 seconds.
 SN1149
 SN1149.The orthometric height was determined by differential leveling
 SN1149.and adjusted by the National Geodetic Survey in June 1991..
 SN1149
 SN1149.The geoid height was determined by GEOID03.
 SN1149
 SN1149.The dynamic height is computed by dividing the NAVD 88
 SN1149.geopotential number by the normal gravity value computed on the
 SN1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1149.degrees latitude (g = 980.6199 gals.).
 SN1149
 SN1149.The modeled gravity was interpolated from observed gravity values.
 SN1149
 SN1149;                    North         East    Units  Estimated Accuracy
 SN1149;SPC ND N     -    62,150.      490,760.      MT  (+/- 180 meters Scaled)
 SN1149
 SN1149                          SUPERSEDED SURVEY CONTROL
 SN1149
 SN1149  NGVD 29 (??/??/92)  596.324  (m)         1956.44   (f) ADJ UNCH    2 0
 SN1149
 SN1149.Superseded values are not recommended for survey control.
 SN1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1149.See file dsdata.txt to determine how the superseded data were derived.
 SN1149
 SN1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT779704(NAD 83)
 SN1149_MARKER: DB = BENCH MARK DISK
 SN1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1149_STAMPING: F 393 1946
 SN1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1149+STABILITY: SURFACE MOTION
 SN1149
 SN1149  HISTORY     - Date     Condition        Report By
 SN1149  HISTORY     - 1946     MONUMENTED       CGS
 SN1149  HISTORY     - 1958     GOOD             NGS
 SN1149  HISTORY     - 1968     GOOD             DOD
 SN1149
 SN1149                          STATION DESCRIPTION
 SN1149
 SN1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1149'14.0 MI SSE FROM RAUB.
 SN1149'1.0 MILE NORTH, THENCE 2.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 SN1149'FROM THE PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, 100 YARDS WEST OF THE
 SN1149'JUNCTION OF A TRACK ROAD LEADING NORTH, 36 FEET SOUTH OF THE
 SN1149'CENTERLINE OF THE ROAD, 7.7 FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET
 SN1149'NORTH OF AN EAST-AND-WEST FENCE LINE, 1 FOOT EAST OF A WHITE WOODEN
 SN1149'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 393
 SN1149'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 SN1149'GROUND.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED FROM NISHU BUT THIS
 SN1149'VILLAGE SITE IS NOW UNDER WATERS OF THE GARRISON RESERVOIR. TO REACH
 SN1149'FROM RAUB, GO SOUTH FOR 5.0 MILES, WEST FOR 0.75 MILE, SOUTH FOR 4.8
 SN1149'MILES TO FORKS, TAKE LEFT FORK FOR 0.45 MILE TO FORKS, TAKE RIGHT FORK
 SN1149'ON OLD HIGHWAY FOR 6.2 MILES TO THE MARK ON RIGHT AS DESCRIBED. NOTE--
 SN1149'TELEPHONE POLE REMOVED.
 SN1149
 SN1149                          STATION RECOVERY (1968)
 SN1149
 SN1149'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0838 ***********************************************************************
 TG0838  DESIGNATION -  F 394
 TG0838  PID         -  TG0838
 TG0838  STATE/COUNTY-  ND/MOUNTRAIL
 TG0838  USGS QUAD   -  WHITE EARTH (1969)
 TG0838
 TG0838                         *CURRENT SURVEY CONTROL
 TG0838  ___________________________________________________________________
 TG0838* NAD 83(1986)-  48 23 13.     (N)    102 48 35.     (W)     SCALED    
 TG0838* NAVD 88     -       641.672  (meters)    2105.22   (feet)  ADJUSTED  
 TG0838  ___________________________________________________________________
 TG0838  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0838  DYNAMIC HT  -         641.771 (meters)    2105.54  (feet)  COMP
 TG0838  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 TG0838
 TG0838  VERT ORDER  -  FIRST     CLASS II
 TG0838
 TG0838.The horizontal coordinates were scaled from a topographic map and have
 TG0838.an estimated accuracy of +/- 6 seconds.
 TG0838
 TG0838.The orthometric height was determined by differential leveling
 TG0838.and adjusted by the National Geodetic Survey in June 1991..
 TG0838.WARNING-Repeat measurements at this control monument indicate possible
 TG0838.vertical movement.
 TG0838
 TG0838.The geoid height was determined by GEOID03.
 TG0838
 TG0838.The dynamic height is computed by dividing the NAVD 88
 TG0838.geopotential number by the normal gravity value computed on the
 TG0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0838.degrees latitude (g = 980.6199 gals.).
 TG0838
 TG0838.The modeled gravity was interpolated from observed gravity values.
 TG0838
 TG0838;                    North         East    Units  Estimated Accuracy
 TG0838;SPC ND N     -   156,770.      428,960.      MT  (+/- 180 meters Scaled)
 TG0838
 TG0838                          SUPERSEDED SURVEY CONTROL
 TG0838
 TG0838  NGVD 29 (??/??/92)  641.192  (m)         2103.64   (f) ADJ UNCH    1 2
 TG0838
 TG0838.Superseded values are not recommended for survey control.
 TG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0838.See file dsdata.txt to determine how the superseded data were derived.
 TG0838
 TG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP621616(NAD 83)
 TG0838_MARKER: DB = BENCH MARK DISK
 TG0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0838_SP_SET: CULVERT
 TG0838_STAMPING: F 394 1946
 TG0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0838
 TG0838  HISTORY     - Date     Condition        Report By
 TG0838  HISTORY     - 1946     MONUMENTED       CGS
 TG0838  HISTORY     - 1963     GOOD             NGS
 TG0838
 TG0838                          STATION DESCRIPTION
 TG0838
 TG0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0838'1.8 MI NW FROM WHITE EARTH.
 TG0838'1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0838'AT WHITE EARTH, ABOUT 0.4 MILE WEST OF MILEPOST 75, ON THE OUTSIDE OF
 TG0838'A LONG CURVE, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 TG0838'HEADWALL OF A 6-FOOT CONCRETE CULVERT, 13.0 FEET NORTH OF THE NORTH
 TG0838'RAIL, 1.6 FEET WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 4 FEET
 TG0838'BELOW THE LEVEL OF THE TRACK, S 27, R 94 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0843 ***********************************************************************
 TG0843  DESIGNATION -  F 395
 TG0843  PID         -  TG0843
 TG0843  STATE/COUNTY-  ND/MOUNTRAIL
 TG0843  USGS QUAD   -  WHITE EARTH (1969)
 TG0843
 TG0843                         *CURRENT SURVEY CONTROL
 TG0843  ___________________________________________________________________
 TG0843* NAD 83(1986)-  48 23 34.     (N)    102 52 30.     (W)     SCALED    
 TG0843* NAVD 88     -       654.093  (meters)    2145.97   (feet)  ADJUSTED  
 TG0843  ___________________________________________________________________
 TG0843  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0843  DYNAMIC HT  -         654.185 (meters)    2146.27  (feet)  COMP
 TG0843  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 TG0843
 TG0843  VERT ORDER  -  FIRST     CLASS II
 TG0843
 TG0843.The horizontal coordinates were scaled from a topographic map and have
 TG0843.an estimated accuracy of +/- 6 seconds.
 TG0843
 TG0843.The orthometric height was determined by differential leveling
 TG0843.and adjusted by the National Geodetic Survey in June 1991..
 TG0843.WARNING-Repeat measurements at this control monument indicate possible
 TG0843.vertical movement.
 TG0843
 TG0843.The geoid height was determined by GEOID03.
 TG0843
 TG0843.The dynamic height is computed by dividing the NAVD 88
 TG0843.geopotential number by the normal gravity value computed on the
 TG0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0843.degrees latitude (g = 980.6199 gals.).
 TG0843
 TG0843.The modeled gravity was interpolated from observed gravity values.
 TG0843
 TG0843;                    North         East    Units  Estimated Accuracy
 TG0843;SPC ND N     -   157,570.      424,150.      MT  (+/- 180 meters Scaled)
 TG0843
 TG0843                          SUPERSEDED SURVEY CONTROL
 TG0843
 TG0843  NGVD 29 (??/??/92)  653.606  (m)         2144.37   (f) ADJ UNCH    1 2
 TG0843
 TG0843.Superseded values are not recommended for survey control.
 TG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0843.See file dsdata.txt to determine how the superseded data were derived.
 TG0843
 TG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP573621(NAD 83)
 TG0843_MARKER: DB = BENCH MARK DISK
 TG0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0843_SP_SET: CULVERT
 TG0843_STAMPING: F 395 1946
 TG0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0843
 TG0843  HISTORY     - Date     Condition        Report By
 TG0843  HISTORY     - 1946     MONUMENTED       CGS
 TG0843  HISTORY     - 1963     GOOD             NGS
 TG0843
 TG0843                          STATION DESCRIPTION
 TG0843
 TG0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0843'3.0 MI SE FROM TIOGA.
 TG0843'3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0843'AT TIOGA, ABOUT 0.8 MILE NORTHWEST OF A GRAVELED ROAD CROSSING, ABOUT
 TG0843'0.5 MILE SOUTHEAST OF THE MOUNTRAIL-WILLIAMS COUNTY LINE, ABOUT 0.2
 TG0843'MILE SOUTHEAST OF MILEPOST 79, SET IN THE TOP OF THE SOUTHEAST END OF
 TG0843'THE SOUTHWEST CONCRETE HEADWALL OF A 5-FOOT PIPE CULVERT, 45.0 FEET
 TG0843'SOUTHWEST OF THE SOUTHWEST RAIL, 1.7 FEET NORTHWEST OF THE SOUTHEAST
 TG0843'END OF THE HEADWALL, AND ABOUT 15 FEET BELOW THE LEVEL OF THE TRACK, S
 TG0843'30, R 94 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0542 ***********************************************************************
 SO0542  DESIGNATION -  F 396
 SO0542  PID         -  SO0542
 SO0542  STATE/COUNTY-  ND/MCKENZIE
 SO0542  USGS QUAD   -  SCHAFER (1978)
 SO0542
 SO0542                         *CURRENT SURVEY CONTROL
 SO0542  ___________________________________________________________________
 SO0542* NAD 83(1986)-  47 50 04.     (N)    103 13 10.     (W)     SCALED    
 SO0542* NAVD 88     -       639.331  (meters)    2097.54   (feet)  ADJUSTED  
 SO0542  ___________________________________________________________________
 SO0542  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0542  DYNAMIC HT  -         639.396 (meters)    2097.75  (feet)  COMP
 SO0542  MODELED GRAV-     980,692.3   (mgal)                       NAVD 88
 SO0542
 SO0542  VERT ORDER  -  SECOND    CLASS 0
 SO0542
 SO0542.The horizontal coordinates were scaled from a topographic map and have
 SO0542.an estimated accuracy of +/- 6 seconds.
 SO0542
 SO0542.The orthometric height was determined by differential leveling
 SO0542.and adjusted by the National Geodetic Survey in June 1991..
 SO0542
 SO0542.The geoid height was determined by GEOID03.
 SO0542
 SO0542.The dynamic height is computed by dividing the NAVD 88
 SO0542.geopotential number by the normal gravity value computed on the
 SO0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0542.degrees latitude (g = 980.6199 gals.).
 SO0542
 SO0542.The modeled gravity was interpolated from observed gravity values.
 SO0542
 SO0542;                    North         East    Units  Estimated Accuracy
 SO0542;SPC ND N     -    96,370.      396,470.      MT  (+/- 180 meters Scaled)
 SO0542
 SO0542                          SUPERSEDED SURVEY CONTROL
 SO0542
 SO0542  NGVD 29 (??/??/92)  638.816  (m)         2095.85   (f) ADJ UNCH    2 0
 SO0542
 SO0542.Superseded values are not recommended for survey control.
 SO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0542.See file dsdata.txt to determine how the superseded data were derived.
 SO0542
 SO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN332994(NAD 83)
 SO0542_MARKER: DB = BENCH MARK DISK
 SO0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0542_STAMPING: F 396 1946
 SO0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0542+STABILITY: SURFACE MOTION
 SO0542
 SO0542  HISTORY     - Date     Condition        Report By
 SO0542  HISTORY     - 1946     MONUMENTED       CGS
 SO0542  HISTORY     - 1966     GOOD             SHELL
 SO0542
 SO0542                          STATION DESCRIPTION
 SO0542
 SO0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0542'5.4 MI NE FROM WATFORD CITY.
 SO0542'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0542'NORTHERN RAILROAD STATION AT WATFORD CITY, THENC 2.0 MILES NORTH ALONG
 SO0542'A GRAVELED COUNTY ROAD, MARK IS AT THE CREST OF A LARGE HILL, ABOUT
 SO0542'0.4 MILE SOUTH OF A FARM HOUSE, 30 FEET EAST OF THE CENTER LINE OF THE
 SO0542'ROAD, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST.
 SO0542
 SO0542                          STATION RECOVERY (1966)
 SO0542
 SO0542'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 SO0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0708 ***********************************************************************
 SO0708  DESIGNATION -  F 396 RESET
 SO0708  PID         -  SO0708
 SO0708  STATE/COUNTY-  ND/MCKENZIE
 SO0708  USGS QUAD   -  SCHAFER (1978)
 SO0708
 SO0708                         *CURRENT SURVEY CONTROL
 SO0708  ___________________________________________________________________
 SO0708* NAD 83(1986)-  47 50 04.     (N)    103 13 10.     (W)     SCALED    
 SO0708* NAVD 88     -       639.86   (+/-2cm)    2099.3    (feet)  VERTCON   
 SO0708  ___________________________________________________________________
 SO0708  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0708
 SO0708  VERT ORDER  -  THIRD (See Below)
 SO0708
 SO0708.The horizontal coordinates were scaled from a topographic map and have
 SO0708.an estimated accuracy of +/- 6 seconds.
 SO0708
 SO0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0708.The vertical order pertains to the NGVD 29 superseded value.
 SO0708
 SO0708.The geoid height was determined by GEOID03.
 SO0708
 SO0708;                    North         East    Units  Estimated Accuracy
 SO0708;SPC ND N     -    96,370.      396,470.      MT  (+/- 180 meters Scaled)
 SO0708
 SO0708                          SUPERSEDED SURVEY CONTROL
 SO0708
 SO0708  NGVD 29 (11/04/04)  639.34   (m)         2097.6    (f) RESET       3  
 SO0708
 SO0708.Superseded values are not recommended for survey control.
 SO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0708.See file dsdata.txt to determine how the superseded data were derived.
 SO0708
 SO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN332994(NAD 83)
 SO0708_MARKER: DB = BENCH MARK DISK
 SO0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0708_STAMPING: F 396 RESET 1979
 SO0708_PROJECTION: FLUSH
 SO0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0708+STABILITY: SURFACE MOTION
 SO0708
 SO0708  HISTORY     - Date     Condition        Report By
 SO0708  HISTORY     - 1979     MONUMENTED       NGS
 SO0708
 SO0708                          STATION DESCRIPTION
 SO0708
 SO0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SO0708'5.4 MI NE FROM WATFORD CITY.
 SO0708'0.2 MILES NORTH FROM POST OFFICE IN WATFORD CITY, 2.9 FEET EAST ALONG
 SO0708'STATE HIGHWAY 23, 2.0 MILES NORTH ALONG A COUNTY ROAD, ABOUT 0.2
 SO0708'MILE SOUTH OF CURVE IN ROAD, AND 85 FEET EAST OF CENTER OF ROAD.
 SO0708'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1251 ***********************************************************************
 TG1251  DESIGNATION -  F 397
 TG1251  PID         -  TG1251
 TG1251  STATE/COUNTY-  ND/MCKENZIE
 TG1251  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1251
 TG1251                         *CURRENT SURVEY CONTROL
 TG1251  ___________________________________________________________________
 TG1251* NAD 83(1986)-  48 06 04.     (N)    103 06 12.     (W)     SCALED    
 TG1251* NAVD 88     -       564.702  (meters)    1852.69   (feet)  ADJUSTED  
 TG1251  ___________________________________________________________________
 TG1251  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TG1251  DYNAMIC HT  -         564.776 (meters)    1852.94  (feet)  COMP
 TG1251  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 TG1251
 TG1251  VERT ORDER  -  SECOND    CLASS 0
 TG1251
 TG1251.The horizontal coordinates were scaled from a topographic map and have
 TG1251.an estimated accuracy of +/- 6 seconds.
 TG1251
 TG1251.The orthometric height was determined by differential leveling
 TG1251.and adjusted by the National Geodetic Survey in June 1991..
 TG1251
 TG1251.The geoid height was determined by GEOID03.
 TG1251
 TG1251.The dynamic height is computed by dividing the NAVD 88
 TG1251.geopotential number by the normal gravity value computed on the
 TG1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1251.degrees latitude (g = 980.6199 gals.).
 TG1251
 TG1251.The modeled gravity was interpolated from observed gravity values.
 TG1251
 TG1251;                    North         East    Units  Estimated Accuracy
 TG1251;SPC ND N     -   125,700.      406,160.      MT  (+/- 180 meters Scaled)
 TG1251
 TG1251                          SUPERSEDED SURVEY CONTROL
 TG1251
 TG1251  NGVD 29 (??/??/92)  564.213  (m)         1851.09   (f) ADJ UNCH    2 0
 TG1251
 TG1251.Superseded values are not recommended for survey control.
 TG1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1251.See file dsdata.txt to determine how the superseded data were derived.
 TG1251
 TG1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP412292(NAD 83)
 TG1251_MARKER: DB = BENCH MARK DISK
 TG1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1251_SP_SET: CULVERT
 TG1251_STAMPING: F 397 1946
 TG1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1251
 TG1251  HISTORY     - Date     Condition        Report By
 TG1251  HISTORY     - 1946     MONUMENTED       CGS
 TG1251
 TG1251                          STATION DESCRIPTION
 TG1251
 TG1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1251'28.2 MI NE FROM WATFORD CITY.
 TG1251'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 TG1251'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES NORTH
 TG1251'ALONG A GRAVELED COUNTY ROAD TO BANKS SCHOOL, THENCE 7.9 MILES
 TG1251'NORTHEAST ALONG TOBACCO CREEK ROAD TO THE MARK, ABOUT 0.2 MILE
 TG1251'SOUTHEAST OF A FARM HOUSE AND SEVERAL SMALLER BUILDINGS, MARK IS
 TG1251'DRILLED IN THE SOUTH END OF THE WEST HEADWALL OF A 6 X 6 FOOT CONCRETE
 TG1251'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0498 ***********************************************************************
 SO0498  DESIGNATION -  F 398
 SO0498  PID         -  SO0498
 SO0498  STATE/COUNTY-  ND/DUNN
 SO0498  USGS QUAD   -  MANDAREE NE (1970)
 SO0498
 SO0498                         *CURRENT SURVEY CONTROL
 SO0498  ___________________________________________________________________
 SO0498* NAD 83(1986)-  47 42 14.     (N)    102 37 29.     (W)     SCALED    
 SO0498* NAVD 88     -       696.267  (meters)    2284.34   (feet)  ADJUSTED  
 SO0498  ___________________________________________________________________
 SO0498  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0498  DYNAMIC HT  -         696.328 (meters)    2284.54  (feet)  COMP
 SO0498  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 SO0498
 SO0498  VERT ORDER  -  SECOND    CLASS 0
 SO0498
 SO0498.The horizontal coordinates were scaled from a topographic map and have
 SO0498.an estimated accuracy of +/- 6 seconds.
 SO0498
 SO0498.The orthometric height was determined by differential leveling
 SO0498.and adjusted by the National Geodetic Survey in June 1991..
 SO0498
 SO0498.The geoid height was determined by GEOID03.
 SO0498
 SO0498.The dynamic height is computed by dividing the NAVD 88
 SO0498.geopotential number by the normal gravity value computed on the
 SO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0498.degrees latitude (g = 980.6199 gals.).
 SO0498
 SO0498.The modeled gravity was interpolated from observed gravity values.
 SO0498
 SO0498;                    North         East    Units  Estimated Accuracy
 SO0498;SPC ND S     -   228,620.      440,550.      MT  (+/- 180 meters Scaled)
 SO0498
 SO0498                          SUPERSEDED SURVEY CONTROL
 SO0498
 SO0498  NGVD 29 (??/??/92)  695.786  (m)         2282.76   (f) ADJ UNCH    2 0
 SO0498
 SO0498.Superseded values are not recommended for survey control.
 SO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0498.See file dsdata.txt to determine how the superseded data were derived.
 SO0498
 SO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN781861(NAD 83)
 SO0498_MARKER: DB = BENCH MARK DISK
 SO0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0498_STAMPING: F 398 1946
 SO0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0498+STABILITY: SURFACE MOTION
 SO0498
 SO0498  HISTORY     - Date     Condition        Report By
 SO0498  HISTORY     - 1946     MONUMENTED       CGS
 SO0498
 SO0498                          STATION DESCRIPTION
 SO0498
 SO0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0498'40.8 MI SE FROM WATFORD CITY.
 SO0498'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0498'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0498'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 8.9 MILES
 SO0498'EAST ALONG A GRADED DIRT ROAD TO A TRACK ROAD LEADING SOUTH THROUGH AN
 SO0498'EAST-WEST FENCE, CONTINUE EAST ALONG THE GRADED DIRT ROAD FOR 2.1
 SO0498'MILES TO MARK, ABOUT 1.1 MILES NORTHEAST OF SQUAW CREEK BRIDGE, 140
 SO0498'FEET SOUTHWEST OF A LARGE BUNCH OF NOTICEABLE WILD WEEDS, 37 FEET
 SO0498'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A 4 X 4 IN.
 SO0498'MARKER POST.  NOTE-- 20.5 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0190 ***********************************************************************
 SO0190  DESIGNATION -  F 399
 SO0190  PID         -  SO0190
 SO0190  STATE/COUNTY-  ND/DUNN
 SO0190  USGS QUAD   -  STRING BUTTES (1970)
 SO0190
 SO0190                         *CURRENT SURVEY CONTROL
 SO0190  ___________________________________________________________________
 SO0190* NAD 83(1986)-  47 44 31.     (N)    102 27 53.     (W)     SCALED    
 SO0190* NAVD 88     -       651.084  (meters)    2136.10   (feet)  ADJUSTED  
 SO0190  ___________________________________________________________________
 SO0190  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SO0190  DYNAMIC HT  -         651.156 (meters)    2136.33  (feet)  COMP
 SO0190  MODELED GRAV-     980,700.0   (mgal)                       NAVD 88
 SO0190
 SO0190  VERT ORDER  -  SECOND    CLASS 0
 SO0190
 SO0190.The horizontal coordinates were scaled from a topographic map and have
 SO0190.an estimated accuracy of +/- 6 seconds.
 SO0190
 SO0190.The orthometric height was determined by differential leveling
 SO0190.and adjusted by the National Geodetic Survey in June 1991..
 SO0190
 SO0190.The geoid height was determined by GEOID03.
 SO0190
 SO0190.The dynamic height is computed by dividing the NAVD 88
 SO0190.geopotential number by the normal gravity value computed on the
 SO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0190.degrees latitude (g = 980.6199 gals.).
 SO0190
 SO0190.The modeled gravity was interpolated from observed gravity values.
 SO0190
 SO0190;                    North         East    Units  Estimated Accuracy
 SO0190;SPC ND S     -   232,540.      452,660.      MT  (+/- 180 meters Scaled)
 SO0190
 SO0190                          SUPERSEDED SURVEY CONTROL
 SO0190
 SO0190  NGVD 29 (??/??/92)  650.628  (m)         2134.60   (f) ADJ UNCH    2 0
 SO0190
 SO0190.Superseded values are not recommended for survey control.
 SO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0190.See file dsdata.txt to determine how the superseded data were derived.
 SO0190
 SO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN900907(NAD 83)
 SO0190_MARKER: DB = BENCH MARK DISK
 SO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0190_STAMPING: F 399 1946
 SO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0190+STABILITY: SURFACE MOTION
 SO0190
 SO0190  HISTORY     - Date     Condition        Report By
 SO0190  HISTORY     - 1946     MONUMENTED       CGS
 SO0190
 SO0190                          STATION DESCRIPTION
 SO0190
 SO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0190'30.0 MI S FROM SANISH.
 SO0190'IN DUNN COUNTY, 30.0 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0190'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0190'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0190'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0190'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 6.3 MILES
 SO0190'SOUTHEAST ALONG A DIRT TRACK ROAD.  IT IS 2.1 MILES WEST OF THE BRIDGE
 SO0190'OVER SKUNK CREEK, 0.3 MILE EAST OF A HIGH HILL, 300 FEET SOUTH OF A
 SO0190'CLUSTER OF SMALL TREES, 20 FEET NORTH OF THE CENTER LINE OF THE TRACK
 SO0190'ROAD, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 SO0190'DISK, STAMPED F 399 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0081 ***********************************************************************
 TG0081  DESIGNATION -  F 4
 TG0081  PID         -  TG0081
 TG0081  STATE/COUNTY-  ND/BURKE
 TG0081  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0081
 TG0081                         *CURRENT SURVEY CONTROL
 TG0081  ___________________________________________________________________
 TG0081* NAD 83(1986)-  48 34 40.     (N)    102 24 30.     (W)     SCALED    
 TG0081* NAVD 88     -       708.664  (meters)    2325.01   (feet)  ADJUSTED  
 TG0081  ___________________________________________________________________
 TG0081  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG0081  DYNAMIC HT  -         708.787 (meters)    2325.41  (feet)  COMP
 TG0081  MODELED GRAV-     980,759.1   (mgal)                       NAVD 88
 TG0081
 TG0081  VERT ORDER  -  SECOND    CLASS 0
 TG0081
 TG0081.The horizontal coordinates were scaled from a topographic map and have
 TG0081.an estimated accuracy of +/- 6 seconds.
 TG0081
 TG0081.The orthometric height was determined by differential leveling
 TG0081.and adjusted by the National Geodetic Survey in June 1991..
 TG0081
 TG0081.The geoid height was determined by GEOID03.
 TG0081
 TG0081.The dynamic height is computed by dividing the NAVD 88
 TG0081.geopotential number by the normal gravity value computed on the
 TG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0081.degrees latitude (g = 980.6199 gals.).
 TG0081
 TG0081.The modeled gravity was interpolated from observed gravity values.
 TG0081
 TG0081;                    North         East    Units  Estimated Accuracy
 TG0081;SPC ND N     -   177,170.      459,210.      MT  (+/- 180 meters Scaled)
 TG0081
 TG0081                          SUPERSEDED SURVEY CONTROL
 TG0081
 TG0081  NGVD 29 (??/??/92)  708.22   (m)         2323.6    (f) COMPUTED    2 0
 TG0081
 TG0081.Superseded values are not recommended for survey control.
 TG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0081.See file dsdata.txt to determine how the superseded data were derived.
 TG0081
 TG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP911837(NAD 83)
 TG0081_MARKER: X = CHISELED CROSS
 TG0081_SETTING: 66 = SET IN ROCK OUTCROP
 TG0081_SP_SET: ROCK
 TG0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG0081+STABILITY: POSITION/ELEVATION WELL
 TG0081
 TG0081  HISTORY     - Date     Condition        Report By
 TG0081  HISTORY     - UNK      MONUMENTED       USGS
 TG0081  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0081
 TG0081                          STATION DESCRIPTION
 TG0081
 TG0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0081'18.8 MI N FROM STANLEY.
 TG0081'IN BURKE COUNTY, 18.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE GREAT
 TG0081'NORTHERN RAILWAY STATION AT STANLEY, MOUNTRAIL COUNTY, 25 FEET EAST OF
 TG0081'THE CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A LARGE ROCK. A
 TG0081'CHISELED CROSS MARKED 2323.83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1271 ***********************************************************************
 SN1271  DESIGNATION -  F 4 B 1
 SN1271  PID         -  SN1271
 SN1271  STATE/COUNTY-  ND/WARD
 SN1271  USGS QUAD   -  LAKE VERNON (1980)
 SN1271
 SN1271                         *CURRENT SURVEY CONTROL
 SN1271  ___________________________________________________________________
 SN1271* NAD 83(1986)-  47 55 26.     (N)    101 31 18.     (W)     SCALED    
 SN1271* NAVD 88     -       636.337  (meters)    2087.72   (feet)  ADJUSTED  
 SN1271  ___________________________________________________________________
 SN1271  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SN1271  DYNAMIC HT  -         636.417 (meters)    2087.98  (feet)  COMP
 SN1271  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 SN1271
 SN1271  VERT ORDER  -  SECOND    CLASS 0
 SN1271
 SN1271.The horizontal coordinates were scaled from a topographic map and have
 SN1271.an estimated accuracy of +/- 6 seconds.
 SN1271
 SN1271.The orthometric height was determined by differential leveling
 SN1271.and adjusted by the National Geodetic Survey in June 1991..
 SN1271
 SN1271.The geoid height was determined by GEOID03.
 SN1271
 SN1271.The dynamic height is computed by dividing the NAVD 88
 SN1271.geopotential number by the normal gravity value computed on the
 SN1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1271.degrees latitude (g = 980.6199 gals.).
 SN1271
 SN1271.The modeled gravity was interpolated from observed gravity values.
 SN1271
 SN1271;                    North         East    Units  Estimated Accuracy
 SN1271;SPC ND N     -   103,230.      523,650.      MT  (+/- 180 meters Scaled)
 SN1271
 SN1271                          SUPERSEDED SURVEY CONTROL
 SN1271
 SN1271  NGVD 29 (??/??/92)  635.94   (m)         2086.4    (f) COMPUTED    2 0
 SN1271
 SN1271.Superseded values are not recommended for survey control.
 SN1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1271.See file dsdata.txt to determine how the superseded data were derived.
 SN1271
 SN1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU116109(NAD 83)
 SN1271_MARKER: Z = SEE DESCRIPTION
 SN1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1271_SP_SET: CONCRETE PEDESTAL
 SN1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1271
 SN1271  HISTORY     - Date     Condition        Report By
 SN1271  HISTORY     - UNK      MONUMENTED       DOD
 SN1271  HISTORY     - 1962     GOOD             NGS
 SN1271
 SN1271                          STATION DESCRIPTION
 SN1271
 SN1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1271'5.5 MI NW FROM DOUGLAS.
 SN1271'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1271'AT DOUGLAS, THENCE 0.7 MILE WEST ALONG COUNTY ROAD 22, THENCE 0.3 MILE
 SN1271'NORTH ACROSS A FIELD, ON THE WEST SLOPE OF A LARGE KNOLL, A 1 1/2 X 4
 SN1271'FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1267 ***********************************************************************
 SN1267  DESIGNATION -  F 4 B 2
 SN1267  PID         -  SN1267
 SN1267  STATE/COUNTY-  ND/WARD
 SN1267  USGS QUAD   -  LAKE VERNON (1980)
 SN1267
 SN1267                         *CURRENT SURVEY CONTROL
 SN1267  ___________________________________________________________________
 SN1267* NAD 83(1986)-  47 55 36.     (N)    101 31 01.     (W)     SCALED    
 SN1267* NAVD 88     -       636.257  (meters)    2087.45   (feet)  ADJUSTED  
 SN1267  ___________________________________________________________________
 SN1267  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1267  DYNAMIC HT  -         636.337 (meters)    2087.72  (feet)  COMP
 SN1267  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 SN1267
 SN1267  VERT ORDER  -  SECOND    CLASS 0
 SN1267
 SN1267.The horizontal coordinates were scaled from a topographic map and have
 SN1267.an estimated accuracy of +/- 6 seconds.
 SN1267
 SN1267.The orthometric height was determined by differential leveling
 SN1267.and adjusted by the National Geodetic Survey in June 1991..
 SN1267
 SN1267.The geoid height was determined by GEOID03.
 SN1267
 SN1267.The dynamic height is computed by dividing the NAVD 88
 SN1267.geopotential number by the normal gravity value computed on the
 SN1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1267.degrees latitude (g = 980.6199 gals.).
 SN1267
 SN1267.The modeled gravity was interpolated from observed gravity values.
 SN1267
 SN1267;                    North         East    Units  Estimated Accuracy
 SN1267;SPC ND N     -   103,530.      524,010.      MT  (+/- 180 meters Scaled)
 SN1267
 SN1267                          SUPERSEDED SURVEY CONTROL
 SN1267
 SN1267  NGVD 29 (??/??/92)  635.86   (m)         2086.2    (f) COMPUTED    2 0
 SN1267
 SN1267.Superseded values are not recommended for survey control.
 SN1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1267.See file dsdata.txt to determine how the superseded data were derived.
 SN1267
 SN1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU119112(NAD 83)
 SN1267_MARKER: Z = SEE DESCRIPTION
 SN1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1267_SP_SET: CONCRETE PEDESTAL
 SN1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1267
 SN1267  HISTORY     - Date     Condition        Report By
 SN1267  HISTORY     - UNK      MONUMENTED       DOD
 SN1267  HISTORY     - 1962     GOOD             NGS
 SN1267
 SN1267                          STATION DESCRIPTION
 SN1267
 SN1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1267'5.1 MI NW FROM DOUGLAS.
 SN1267'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1267'AT DOUGLAS, THENCE 0.4 MILE WEST ALONG COUNTY ROAD 22, THENCE 0.2 MILE
 SN1267'NORTH ALONG A FARM ROAD ACROSS A FIELD, ON THE SOUTH SLOPE OF A SMALL
 SN1267'KNOLL, ABOUT LEVEL WITH COUNTY ROAD 22, A 1 1/2 X 4 FOOT CONCRETE
 SN1267'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1269 ***********************************************************************
 SN1269  DESIGNATION -  F 4 Z
 SN1269  PID         -  SN1269
 SN1269  STATE/COUNTY-  ND/WARD
 SN1269  USGS QUAD   -  LAKE VERNON (1980)
 SN1269
 SN1269                         *CURRENT SURVEY CONTROL
 SN1269  ___________________________________________________________________
 SN1269* NAD 83(1986)-  47 55 05.     (N)    101 31 06.     (W)     SCALED    
 SN1269* NAVD 88     -       639.927  (meters)    2099.49   (feet)  ADJUSTED  
 SN1269  ___________________________________________________________________
 SN1269  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1269  DYNAMIC HT  -         640.006 (meters)    2099.75  (feet)  COMP
 SN1269  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SN1269
 SN1269  VERT ORDER  -  SECOND    CLASS 0
 SN1269
 SN1269.The horizontal coordinates were scaled from a topographic map and have
 SN1269.an estimated accuracy of +/- 6 seconds.
 SN1269
 SN1269.The orthometric height was determined by differential leveling
 SN1269.and adjusted by the National Geodetic Survey in June 1991..
 SN1269
 SN1269.The geoid height was determined by GEOID03.
 SN1269
 SN1269.The dynamic height is computed by dividing the NAVD 88
 SN1269.geopotential number by the normal gravity value computed on the
 SN1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1269.degrees latitude (g = 980.6199 gals.).
 SN1269
 SN1269.The modeled gravity was interpolated from observed gravity values.
 SN1269
 SN1269;                    North         East    Units  Estimated Accuracy
 SN1269;SPC ND N     -   102,570.      523,890.      MT  (+/- 180 meters Scaled)
 SN1269
 SN1269                          SUPERSEDED SURVEY CONTROL
 SN1269
 SN1269  NGVD 29 (??/??/92)  639.52   (m)         2098.2    (f) COMPUTED    2 0
 SN1269
 SN1269.Superseded values are not recommended for survey control.
 SN1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1269.See file dsdata.txt to determine how the superseded data were derived.
 SN1269
 SN1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU118102(NAD 83)
 SN1269_MARKER: DS = TRIANGULATION STATION DISK
 SN1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1269_STAMPING: F 4 Z 1962
 SN1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1269+STABILITY: SURFACE MOTION
 SN1269
 SN1269  HISTORY     - Date     Condition        Report By
 SN1269  HISTORY     - 1962     MONUMENTED       CGS
 SN1269
 SN1269                          STATION DESCRIPTION
 SN1269
 SN1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1269'5.3 MI NW FROM DOUGLAS.
 SN1269'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1269'AT DOUGLAS, THENCE 0.7 MILE WEST ALONG COUNTY ROAD 22, THENCE 0.1 MILE
 SN1269'SOUTH ACROSS A FIELD, ALONG A FENCE THAT DIVIDES A PASTURE AND A
 SN1269'CULTIVATED FIELD, ON THE TOP OF THE HIGHEST KNOLL IN THE VICINITY, 9
 SN1269'FEET NORTH OF THE FENCE, ABOUT LEVEL WITH THE TOP OF THE KNOLL, AND
 SN1269'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1268 ***********************************************************************
 SN1268  DESIGNATION -  F 4 Z RM 1
 SN1268  PID         -  SN1268
 SN1268  STATE/COUNTY-  ND/WARD
 SN1268  USGS QUAD   -  LAKE VERNON (1980)
 SN1268
 SN1268                         *CURRENT SURVEY CONTROL
 SN1268  ___________________________________________________________________
 SN1268* NAD 83(1986)-  47 55 05.     (N)    101 31 05.     (W)     SCALED    
 SN1268* NAVD 88     -       639.405  (meters)    2097.78   (feet)  ADJUSTED  
 SN1268  ___________________________________________________________________
 SN1268  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1268  DYNAMIC HT  -         639.484 (meters)    2098.04  (feet)  COMP
 SN1268  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SN1268
 SN1268  VERT ORDER  -  SECOND    CLASS 0
 SN1268
 SN1268.The horizontal coordinates were scaled from a topographic map and have
 SN1268.an estimated accuracy of +/- 6 seconds.
 SN1268
 SN1268.The orthometric height was determined by differential leveling
 SN1268.and adjusted by the National Geodetic Survey in June 1991..
 SN1268
 SN1268.The geoid height was determined by GEOID03.
 SN1268
 SN1268.The dynamic height is computed by dividing the NAVD 88
 SN1268.geopotential number by the normal gravity value computed on the
 SN1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1268.degrees latitude (g = 980.6199 gals.).
 SN1268
 SN1268.The modeled gravity was interpolated from observed gravity values.
 SN1268
 SN1268;                    North         East    Units  Estimated Accuracy
 SN1268;SPC ND N     -   102,570.      523,910.      MT  (+/- 180 meters Scaled)
 SN1268
 SN1268                          SUPERSEDED SURVEY CONTROL
 SN1268
 SN1268  NGVD 29 (??/??/92)  639.00   (m)         2096.5    (f) COMPUTED    2 0
 SN1268
 SN1268.Superseded values are not recommended for survey control.
 SN1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1268.See file dsdata.txt to determine how the superseded data were derived.
 SN1268
 SN1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU118102(NAD 83)
 SN1268_MARKER: DR = REFERENCE MARK DISK
 SN1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1268_STAMPING: F 4 Z NO 1 1962
 SN1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1268+STABILITY: SURFACE MOTION
 SN1268
 SN1268  HISTORY     - Date     Condition        Report By
 SN1268  HISTORY     - 1962     MONUMENTED       CGS
 SN1268
 SN1268                          STATION DESCRIPTION
 SN1268
 SN1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1268'5.3 MI NW FROM DOUGLAS.
 SN1268'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1268'AT DOUGLAS, THENCE 0.7 MILE WEST ALONG COUNTY ROAD 22, THENCE 0.1 MILE
 SN1268'SOUTH ACROSS A FIELD, ON TOP OF THE HIGHEST KNOLL IN THE VICINITY,
 SN1268'70.4 FEET EAST OF THE STATION F 4 Z 1962, 1 FOOT NORTH OF A FENCE,
 SN1268'ABOUT LEVEL WITH THE TOP OF THE KNOLL, AND SET IN THE TOP OF A
 SN1268'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1270 ***********************************************************************
 SN1270  DESIGNATION -  F 4 Z RM 2
 SN1270  PID         -  SN1270
 SN1270  STATE/COUNTY-  ND/WARD
 SN1270  USGS QUAD   -  LAKE VERNON (1980)
 SN1270
 SN1270                         *CURRENT SURVEY CONTROL
 SN1270  ___________________________________________________________________
 SN1270* NAD 83(1986)-  47 55 05.     (N)    101 31 06.     (W)     SCALED    
 SN1270* NAVD 88     -       639.204  (meters)    2097.12   (feet)  ADJUSTED  
 SN1270  ___________________________________________________________________
 SN1270  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN1270  DYNAMIC HT  -         639.284 (meters)    2097.38  (feet)  COMP
 SN1270  MODELED GRAV-     980,714.9   (mgal)                       NAVD 88
 SN1270
 SN1270  VERT ORDER  -  SECOND    CLASS 0
 SN1270
 SN1270.The horizontal coordinates were scaled from a topographic map and have
 SN1270.an estimated accuracy of +/- 6 seconds.
 SN1270
 SN1270.The orthometric height was determined by differential leveling
 SN1270.and adjusted by the National Geodetic Survey in June 1991..
 SN1270
 SN1270.The geoid height was determined by GEOID03.
 SN1270
 SN1270.The dynamic height is computed by dividing the NAVD 88
 SN1270.geopotential number by the normal gravity value computed on the
 SN1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1270.degrees latitude (g = 980.6199 gals.).
 SN1270
 SN1270.The modeled gravity was interpolated from observed gravity values.
 SN1270
 SN1270;                    North         East    Units  Estimated Accuracy
 SN1270;SPC ND N     -   102,570.      523,890.      MT  (+/- 180 meters Scaled)
 SN1270
 SN1270                          SUPERSEDED SURVEY CONTROL
 SN1270
 SN1270  NGVD 29 (??/??/92)  638.80   (m)         2095.8    (f) COMPUTED    2 0
 SN1270
 SN1270.Superseded values are not recommended for survey control.
 SN1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1270.See file dsdata.txt to determine how the superseded data were derived.
 SN1270
 SN1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU118102(NAD 83)
 SN1270_MARKER: DR = REFERENCE MARK DISK
 SN1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1270_STAMPING: F 4 Z NO 2 1962
 SN1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1270+STABILITY: SURFACE MOTION
 SN1270
 SN1270  HISTORY     - Date     Condition        Report By
 SN1270  HISTORY     - 1962     MONUMENTED       CGS
 SN1270
 SN1270                          STATION DESCRIPTION
 SN1270
 SN1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1270'5.3 MI NW FROM DOUGLAS.
 SN1270'ABOUT 4.5 MILES NORTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1270'AT DOUGLAS, THENCE 0.7 MILE WEST ALONG COUNTY ROAD 22, THENCE 0.1 MILE
 SN1270'SOUTH ACROSS A FIELD, ON THE TOP OF THE HIGHEST KNOLL IN THE VICINITY,
 SN1270'59.1 FEET WEST OF THE STATION F 4 Z 1962, 1 FOOT NORTH OF A FENCE,
 SN1270'ABOUT 2 FEET BELOW THE LEVEL OF THE TOP OF THE KNOLL, AND SET IN THE
 SN1270'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0310 ***********************************************************************
 RQ0310  DESIGNATION -  F 40
 RQ0310  PID         -  RQ0310
 RQ0310  STATE/COUNTY-  ND/LOGAN
 RQ0310  USGS QUAD   -  STREETER SW (1983)
 RQ0310
 RQ0310                         *CURRENT SURVEY CONTROL
 RQ0310  ___________________________________________________________________
 RQ0310* NAD 83(1986)-  46 33 28.     (N)    099 24 48.     (W)     SCALED    
 RQ0310* NAVD 88     -       588.563  (meters)    1930.98   (feet)  ADJUSTED  
 RQ0310  ___________________________________________________________________
 RQ0310  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 RQ0310  DYNAMIC HT  -         588.554 (meters)    1930.95  (feet)  COMP
 RQ0310  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 RQ0310
 RQ0310  VERT ORDER  -  SECOND    CLASS 0
 RQ0310
 RQ0310.The horizontal coordinates were scaled from a topographic map and have
 RQ0310.an estimated accuracy of +/- 6 seconds.
 RQ0310
 RQ0310.The orthometric height was determined by differential leveling
 RQ0310.and adjusted by the National Geodetic Survey in June 1991..
 RQ0310
 RQ0310.The geoid height was determined by GEOID03.
 RQ0310
 RQ0310.The dynamic height is computed by dividing the NAVD 88
 RQ0310.geopotential number by the normal gravity value computed on the
 RQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0310.degrees latitude (g = 980.6199 gals.).
 RQ0310
 RQ0310.The modeled gravity was interpolated from observed gravity values.
 RQ0310
 RQ0310;                    North         East    Units  Estimated Accuracy
 RQ0310;SPC ND S     -    99,630.      683,320.      MT  (+/- 180 meters Scaled)
 RQ0310
 RQ0310                          SUPERSEDED SURVEY CONTROL
 RQ0310
 RQ0310  NGVD 29 (??/??/92)  588.130  (m)         1929.56   (f) ADJ UNCH    2 0
 RQ0310
 RQ0310.Superseded values are not recommended for survey control.
 RQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0310.See file dsdata.txt to determine how the superseded data were derived.
 RQ0310
 RQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS683561(NAD 83)
 RQ0310_MARKER: DB = BENCH MARK DISK
 RQ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0310_STAMPING: F 40 1934
 RQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0310+STABILITY: SURFACE MOTION
 RQ0310
 RQ0310  HISTORY     - Date     Condition        Report By
 RQ0310  HISTORY     - 1934     MONUMENTED       CGS
 RQ0310  HISTORY     - 1959     GOOD             NGS
 RQ0310  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0310
 RQ0310                          STATION DESCRIPTION
 RQ0310
 RQ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0310'9.7 MI SW FROM STREETER.
 RQ0310'IN LOGAN COUNTY, 9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 30 FROM THE
 RQ0310'NORTHERN PACIFIC RAILWAY STATION AT STREETER, STUTSMAN COUNTY, AT A
 RQ0310'ROAD INTERSECTION, 33 FEET SOUTH OF THE CROSS ROAD, AND 33 FEET WEST
 RQ0310'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 40 1934
 RQ0310'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ON THE OLD ORIGINAL
 RQ0310'STATE HIGHWAY 30, AT THE NORTHEAST CORNER OF SEC. 36, T. 136 N., R. 70
 RQ0310'W., 33 FEET SOUTH OF EAST-WEST ROAD AND 33 FEET WEST OF CENTER OF
 RQ0310'NORTH-SOUTH ROAD.
 RQ0310
 RQ0310                          STATION RECOVERY (1978)
 RQ0310
 RQ0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0470 ***********************************************************************
 SO0470  DESIGNATION -  F 400
 SO0470  PID         -  SO0470
 SO0470  STATE/COUNTY-  ND/MCKENZIE
 SO0470  USGS QUAD   -  SANISH (1967)
 SO0470
 SO0470                         *CURRENT SURVEY CONTROL
 SO0470  ___________________________________________________________________
 SO0470* NAD 83(1986)-  47 56 33.     (N)    102 37 19.     (W)     SCALED    
 SO0470* NAVD 88     -       543.207  (meters)    1782.17   (feet)  ADJUSTED  
 SO0470  ___________________________________________________________________
 SO0470  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 SO0470  DYNAMIC HT  -         543.284 (meters)    1782.42  (feet)  COMP
 SO0470  MODELED GRAV-     980,735.0   (mgal)                       NAVD 88
 SO0470
 SO0470  VERT ORDER  -  SECOND    CLASS 0
 SO0470
 SO0470.The horizontal coordinates were scaled from a topographic map and have
 SO0470.an estimated accuracy of +/- 6 seconds.
 SO0470
 SO0470.The orthometric height was determined by differential leveling
 SO0470.and adjusted by the National Geodetic Survey in June 1991..
 SO0470
 SO0470.The geoid height was determined by GEOID03.
 SO0470
 SO0470.The dynamic height is computed by dividing the NAVD 88
 SO0470.geopotential number by the normal gravity value computed on the
 SO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0470.degrees latitude (g = 980.6199 gals.).
 SO0470
 SO0470.The modeled gravity was interpolated from observed gravity values.
 SO0470
 SO0470;                    North         East    Units  Estimated Accuracy
 SO0470;SPC ND N     -   106,970.      441,500.      MT  (+/- 180 meters Scaled)
 SO0470
 SO0470                          SUPERSEDED SURVEY CONTROL
 SO0470
 SO0470  NGVD 29 (??/??/92)  542.742  (m)         1780.65   (f) ADJ UNCH    2 0
 SO0470
 SO0470.Superseded values are not recommended for survey control.
 SO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0470.See file dsdata.txt to determine how the superseded data were derived.
 SO0470
 SO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP775126(NAD 83)
 SO0470_MARKER: DB = BENCH MARK DISK
 SO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0470_STAMPING: F 400 1946
 SO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0470+STABILITY: SURFACE MOTION
 SO0470
 SO0470  HISTORY     - Date     Condition        Report By
 SO0470  HISTORY     - 1946     MONUMENTED       CGS
 SO0470  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0470
 SO0470                          STATION DESCRIPTION
 SO0470
 SO0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0470'5.9 MI SW FROM SANISH.
 SO0470'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0470'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 4.1 MILES SOUTH ALONG A
 SO0470'GRAVELED ROAD, ABOUT 0.2 MILE SOUTHEAST OF A FARM HOUSE, 130 FEET
 SO0470'NORTHEAST OF A CATTLE GUARD IN AN EAST-WEST FENCE LINE, 31 FEET EAST
 SO0470'OF THE CENTER LINE OF A CURVE IN A GRAVELED ROAD, 22 FEET NORTH OF A
 SO0470'CORNER FENCE POST, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST.  NOTE--
 SO0470'MARK UNDERWATER.
 SO0470
 SO0470                          STATION RECOVERY (1966)
 SO0470
 SO0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1056 ***********************************************************************
 SN1056  DESIGNATION -  F 401
 SN1056  PID         -  SN1056
 SN1056  STATE/COUNTY-  ND/MERCER
 SN1056  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN1056
 SN1056                         *CURRENT SURVEY CONTROL
 SN1056  ___________________________________________________________________
 SN1056* NAD 83(1986)-  47 30 28.     (N)    101 46 08.     (W)     SCALED    
 SN1056* NAVD 88     -       545.280  (meters)    1788.97   (feet)  ADJUSTED  
 SN1056  ___________________________________________________________________
 SN1056  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN1056  DYNAMIC HT  -         545.332 (meters)    1789.14  (feet)  COMP
 SN1056  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 SN1056
 SN1056  VERT ORDER  -  SECOND    CLASS 0
 SN1056
 SN1056.The horizontal coordinates were scaled from a topographic map and have
 SN1056.an estimated accuracy of +/- 6 seconds.
 SN1056
 SN1056.The orthometric height was determined by differential leveling
 SN1056.and adjusted by the National Geodetic Survey in June 1991..
 SN1056
 SN1056.The geoid height was determined by GEOID03.
 SN1056
 SN1056.The dynamic height is computed by dividing the NAVD 88
 SN1056.geopotential number by the normal gravity value computed on the
 SN1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1056.degrees latitude (g = 980.6199 gals.).
 SN1056
 SN1056.The modeled gravity was interpolated from observed gravity values.
 SN1056
 SN1056;                    North         East    Units  Estimated Accuracy
 SN1056;SPC ND S     -   205,430.      504,420.      MT  (+/- 180 meters Scaled)
 SN1056
 SN1056                          SUPERSEDED SURVEY CONTROL
 SN1056
 SN1056  NGVD 29 (??/??/92)  544.894  (m)         1787.71   (f) ADJ UNCH    2 0
 SN1056
 SN1056.Superseded values are not recommended for survey control.
 SN1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1056.See file dsdata.txt to determine how the superseded data were derived.
 SN1056
 SN1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT915653(NAD 83)
 SN1056_MARKER: DB = BENCH MARK DISK
 SN1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1056_STAMPING: F 401 1946
 SN1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1056+STABILITY: SURFACE MOTION
 SN1056
 SN1056  HISTORY     - Date     Condition        Report By
 SN1056  HISTORY     - 1946     MONUMENTED       CGS
 SN1056  HISTORY     - 1956     GOOD             NGS
 SN1056
 SN1056                          STATION DESCRIPTION
 SN1056
 SN1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN1056'18.4 MI N FROM BEULAH.
 SN1056'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN1056'OF STATE HIGHWAY 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO A
 SN1056'FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN1056'GRAVELED ROAD TO KRONTHALS CROSSROADS AND THE END OF THE GRAVELED
 SN1056'ROAD, THENCE 3.3 MILES NORTH ALONG A GRADED DIRT ROAD TO A RIGHT ANGLE
 SN1056'TURN IN THE ROAD, THENCE 0.9 MILE NORTHEAST ALONG A TRACK ROAD TO A
 SN1056'FORK IN THE ROAD AND THE SITE OF THE MARK.  ABOUT 0.15 MILE SOUTH OF A
 SN1056'GAP IN AN EAST AND WEST FENCE, ABOUT 200 FEET EAST OF THE POINT WHERE
 SN1056'THE ROAD FORKS, 48 FEET NORTH OF A NORTHEAST AND SOUTHWEST FENCE, 32
 SN1056'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 24 FEET SOUTH OF THE
 SN1056'CENTER LINE OF A TRACK ROAD, 3 FEET EAST OF A 4X4 MARKER POST.
 SN1056
 SN1056                          STATION RECOVERY (1956)
 SN1056
 SN1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0822 ***********************************************************************
 TE0822  DESIGNATION -  F 404
 TE0822  PID         -  TE0822
 TE0822  STATE/COUNTY-  ND/RAMSEY
 TE0822  USGS QUAD   -  DERRICK SW (1972)
 TE0822
 TE0822                         *CURRENT SURVEY CONTROL
 TE0822  ___________________________________________________________________
 TE0822* NAD 83(1986)-  48 17 45.     (N)    098 38 17.     (W)     SCALED    
 TE0822* NAVD 88     -       454.751  (meters)    1491.96   (feet)  ADJUSTED  
 TE0822  ___________________________________________________________________
 TE0822  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 TE0822  DYNAMIC HT  -         454.835 (meters)    1492.24  (feet)  COMP
 TE0822  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 TE0822
 TE0822  VERT ORDER  -  SECOND    CLASS 0
 TE0822
 TE0822.The horizontal coordinates were scaled from a topographic map and have
 TE0822.an estimated accuracy of +/- 6 seconds.
 TE0822
 TE0822.The orthometric height was determined by differential leveling
 TE0822.and adjusted by the National Geodetic Survey in June 1991..
 TE0822
 TE0822.The geoid height was determined by GEOID03.
 TE0822
 TE0822.The dynamic height is computed by dividing the NAVD 88
 TE0822.geopotential number by the normal gravity value computed on the
 TE0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0822.degrees latitude (g = 980.6199 gals.).
 TE0822
 TE0822.The modeled gravity was interpolated from observed gravity values.
 TE0822
 TE0822;                    North         East    Units  Estimated Accuracy
 TE0822;SPC ND N     -   145,740.      738,130.      MT  (+/- 180 meters Scaled)
 TE0822
 TE0822                          SUPERSEDED SURVEY CONTROL
 TE0822
 TE0822  NGVD 29 (??/??/92)  454.373  (m)         1490.72   (f) ADJ UNCH    2 0
 TE0822
 TE0822.Superseded values are not recommended for survey control.
 TE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0822.See file dsdata.txt to determine how the superseded data were derived.
 TE0822
 TE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU268492(NAD 83)
 TE0822_MARKER: DB = BENCH MARK DISK
 TE0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0822_STAMPING: F 404 1963
 TE0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0822+STABILITY: SURFACE MOTION
 TE0822
 TE0822  HISTORY     - Date     Condition        Report By
 TE0822  HISTORY     - 1963     MONUMENTED       CGS
 TE0822
 TE0822                          STATION DESCRIPTION
 TE0822
 TE0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0822'11.6 MI NE FROM ROHRVILLE.
 TE0822'ABOUT 10.6 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE
 TE0822'SOO LINE RAILROAD AT ROHRVILLE, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 TE0822'8, IN S 33, R 62 W, T 156 N, AT THE JUNCTION OF A NARROW GRAVELED ROAD
 TE0822'LEADING SOUTH, 68 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 30
 TE0822'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 24 FEET SOUTH
 TE0822'OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD LEADING
 TE0822'SOUTH, 2.0 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL
 TE0822'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD LEADING EAST,
 TE0822'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0583 ***********************************************************************
 TE0583  DESIGNATION -  F 405
 TE0583  PID         -  TE0583
 TE0583  STATE/COUNTY-  ND/NELSON
 TE0583  USGS QUAD   -  LAKOTA NW (1971)
 TE0583
 TE0583                         *CURRENT SURVEY CONTROL
 TE0583  ___________________________________________________________________
 TE0583* NAD 83(1986)-  48 09 06.     (N)    098 25 20.     (W)     SCALED    
 TE0583* NAVD 88     -       460.011  (meters)    1509.22   (feet)  ADJUSTED  
 TE0583  ___________________________________________________________________
 TE0583  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0583  DYNAMIC HT  -         460.091 (meters)    1509.48  (feet)  COMP
 TE0583  MODELED GRAV-     980,771.0   (mgal)                       NAVD 88
 TE0583
 TE0583  VERT ORDER  -  SECOND    CLASS 0
 TE0583
 TE0583.The horizontal coordinates were scaled from a topographic map and have
 TE0583.an estimated accuracy of +/- 6 seconds.
 TE0583
 TE0583.The orthometric height was determined by differential leveling
 TE0583.and adjusted by the National Geodetic Survey in June 1991..
 TE0583
 TE0583.The geoid height was determined by GEOID03.
 TE0583
 TE0583.The dynamic height is computed by dividing the NAVD 88
 TE0583.geopotential number by the normal gravity value computed on the
 TE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0583.degrees latitude (g = 980.6199 gals.).
 TE0583
 TE0583.The modeled gravity was interpolated from observed gravity values.
 TE0583
 TE0583;                    North         East    Units  Estimated Accuracy
 TE0583;SPC ND N     -   130,130.      754,570.      MT  (+/- 180 meters Scaled)
 TE0583
 TE0583                          SUPERSEDED SURVEY CONTROL
 TE0583
 TE0583  NGVD 29 (??/??/92)  459.633  (m)         1507.98   (f) ADJ UNCH    2 0
 TE0583
 TE0583.Superseded values are not recommended for survey control.
 TE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0583.See file dsdata.txt to determine how the superseded data were derived.
 TE0583
 TE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU429333(NAD 83)
 TE0583_MARKER: DB = BENCH MARK DISK
 TE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0583_STAMPING: F 405 1963
 TE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0583+STABILITY: SURFACE MOTION
 TE0583
 TE0583  HISTORY     - Date     Condition        Report By
 TE0583  HISTORY     - 1963     MONUMENTED       CGS
 TE0583
 TE0583                          STATION DESCRIPTION
 TE0583
 TE0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0583'7.7 MI SW FROM BROCKET.
 TE0583'ABOUT 4.7 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0583'STATION AT BROCKET, THENCE 3.0 MILES WEST ALONG NELSON COUNTY ROAD 1,
 TE0583'OR 0.5 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE SOO LINE RAILROAD
 TE0583'STATION AT SOUTHAM, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, IN S
 TE0583'18, R 60 W, T 154 N, 86 FEET NORTHEAST OF THE INTERSECTION OF A
 TE0583'GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD LEADING NORTH, 80 FEET
 TE0583'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 29 FEET EAST OF THE
 TE0583'CENTERLINE OF THE ROAD LEADING NORTH, 1.3 FEET SOUTH OF A METAL
 TE0583'WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING NORTH, ABOUT 2 FEET
 TE0583'BELOW THE LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP OF A
 TE0583'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0228 ***********************************************************************
 TE0228  DESIGNATION -  F 406
 TE0228  PID         -  TE0228
 TE0228  STATE/COUNTY-  ND/CAVALIER
 TE0228  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0228
 TE0228                         *CURRENT SURVEY CONTROL
 TE0228  ___________________________________________________________________
 TE0228* NAD 83(1986)-  48 57 40.     (N)    098 28 30.     (W)     SCALED    
 TE0228* NAVD 88     -       475.495  (meters)    1560.02   (feet)  ADJUSTED  
 TE0228  ___________________________________________________________________
 TE0228  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 TE0228  DYNAMIC HT  -         475.612 (meters)    1560.40  (feet)  COMP
 TE0228  MODELED GRAV-     980,840.5   (mgal)                       NAVD 88
 TE0228
 TE0228  VERT ORDER  -  SECOND    CLASS 0
 TE0228
 TE0228.The horizontal coordinates were scaled from a topographic map and have
 TE0228.an estimated accuracy of +/- 6 seconds.
 TE0228
 TE0228.The orthometric height was determined by differential leveling
 TE0228.and adjusted by the National Geodetic Survey in June 1991..
 TE0228
 TE0228.The geoid height was determined by GEOID03.
 TE0228
 TE0228.The dynamic height is computed by dividing the NAVD 88
 TE0228.geopotential number by the normal gravity value computed on the
 TE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0228.degrees latitude (g = 980.6199 gals.).
 TE0228
 TE0228.The modeled gravity was interpolated from observed gravity values.
 TE0228
 TE0228;                    North         East    Units  Estimated Accuracy
 TE0228;SPC ND N     -   220,000.      748,280.      MT  (+/- 180 meters Scaled)
 TE0228
 TE0228                          SUPERSEDED SURVEY CONTROL
 TE0228
 TE0228  NGVD 29 (??/??/92)  475.114  (m)         1558.77   (f) ADJ UNCH    2 0
 TE0228
 TE0228.Superseded values are not recommended for survey control.
 TE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0228.See file dsdata.txt to determine how the superseded data were derived.
 TE0228
 TE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384232(NAD 83)
 TE0228_MARKER: DB = BENCH MARK DISK
 TE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0228_STAMPING: F 406 1964
 TE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0228+STABILITY: SURFACE MOTION
 TE0228
 TE0228  HISTORY     - Date     Condition        Report By
 TE0228  HISTORY     - 1964     MONUMENTED       CGS
 TE0228
 TE0228                          STATION DESCRIPTION
 TE0228
 TE0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0228'11.0 MI NE FROM WALES.
 TE0228'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0228'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 4.8 MILES
 TE0228'NORTH ALONG A GRAVELED ROAD, IN S 12, R 61 W, T 163 N, ABOUT 0.2 MILE
 TE0228'SOUTH OF THE INTERSECTION OF CROSS ROADS, 36 FEET WEST OF THE CENTER
 TE0228'LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 TE0228'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TE0228'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0167 ***********************************************************************
 TE0167  DESIGNATION -  F 407
 TE0167  PID         -  TE0167
 TE0167  STATE/COUNTY-  ND/CAVALIER
 TE0167  USGS QUAD   -  MAIDA (1967)
 TE0167
 TE0167                         *CURRENT SURVEY CONTROL
 TE0167  ___________________________________________________________________
 TE0167* NAD 83(1986)-  48 58 02.     (N)    098 21 52.     (W)     SCALED    
 TE0167* NAVD 88     -       481.585  (meters)    1580.00   (feet)  ADJUSTED  
 TE0167  ___________________________________________________________________
 TE0167  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0167  DYNAMIC HT  -         481.704 (meters)    1580.39  (feet)  COMP
 TE0167  MODELED GRAV-     980,841.6   (mgal)                       NAVD 88
 TE0167
 TE0167  VERT ORDER  -  SECOND    CLASS 0
 TE0167
 TE0167.The horizontal coordinates were scaled from a topographic map and have
 TE0167.an estimated accuracy of +/- 6 seconds.
 TE0167
 TE0167.The orthometric height was determined by differential leveling
 TE0167.and adjusted by the National Geodetic Survey in June 1991..
 TE0167
 TE0167.The geoid height was determined by GEOID03.
 TE0167
 TE0167.The dynamic height is computed by dividing the NAVD 88
 TE0167.geopotential number by the normal gravity value computed on the
 TE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0167.degrees latitude (g = 980.6199 gals.).
 TE0167
 TE0167.The modeled gravity was interpolated from observed gravity values.
 TE0167
 TE0167;                    North         East    Units  Estimated Accuracy
 TE0167;SPC ND N     -   220,900.      756,350.      MT  (+/- 180 meters Scaled)
 TE0167
 TE0167                          SUPERSEDED SURVEY CONTROL
 TE0167
 TE0167  NGVD 29 (??/??/92)  481.209  (m)         1578.77   (f) ADJ UNCH    2 0
 TE0167
 TE0167.Superseded values are not recommended for survey control.
 TE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0167.See file dsdata.txt to determine how the superseded data were derived.
 TE0167
 TE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV465240(NAD 83)
 TE0167_MARKER: DB = BENCH MARK DISK
 TE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0167_STAMPING: F 407 1964
 TE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0167+STABILITY: SURFACE MOTION
 TE0167
 TE0167  HISTORY     - Date     Condition        Report By
 TE0167  HISTORY     - 1964     MONUMENTED       CGS
 TE0167
 TE0167                          STATION DESCRIPTION
 TE0167
 TE0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0167'2.3 MI S FROM MAIDA.
 TE0167'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0167'MAIDA, IN SECTION 1, R 60 W, T 163 N, 77 FEET EAST OF THE CENTER LINE
 TE0167'OF THE HIGHWAY, 5 FEET SOUTH OF A POWER LINE POLE, 1.5 FEET EAST OF A
 TE0167'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 TE0167'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 TE0167'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0898 ***********************************************************************
 TE0898  DESIGNATION -  F 408
 TE0898  PID         -  TE0898
 TE0898  STATE/COUNTY-  ND/CAVALIER
 TE0898  USGS QUAD   -  ALSEN (1970)
 TE0898
 TE0898                         *CURRENT SURVEY CONTROL
 TE0898  ___________________________________________________________________
 TE0898* NAD 83(1986)-  48 37 49.     (N)    098 38 31.     (W)     SCALED    
 TE0898* NAVD 88     -       477.493  (meters)    1566.58   (feet)  ADJUSTED  
 TE0898  ___________________________________________________________________
 TE0898  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 TE0898  DYNAMIC HT  -         477.593 (meters)    1566.90  (feet)  COMP
 TE0898  MODELED GRAV-     980,804.3   (mgal)                       NAVD 88
 TE0898
 TE0898  VERT ORDER  -  SECOND    CLASS 0
 TE0898
 TE0898.The horizontal coordinates were scaled from a topographic map and have
 TE0898.an estimated accuracy of +/- 6 seconds.
 TE0898
 TE0898.The orthometric height was determined by differential leveling
 TE0898.and adjusted by the National Geodetic Survey in June 1991..
 TE0898
 TE0898.The geoid height was determined by GEOID03.
 TE0898
 TE0898.The dynamic height is computed by dividing the NAVD 88
 TE0898.geopotential number by the normal gravity value computed on the
 TE0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0898.degrees latitude (g = 980.6199 gals.).
 TE0898
 TE0898.The modeled gravity was interpolated from observed gravity values.
 TE0898
 TE0898;                    North         East    Units  Estimated Accuracy
 TE0898;SPC ND N     -   182,910.      736,950.      MT  (+/- 180 meters Scaled)
 TE0898
 TE0898                          SUPERSEDED SURVEY CONTROL
 TE0898
 TE0898  NGVD 29 (??/??/92)  477.105  (m)         1565.30   (f) ADJ UNCH    2 0
 TE0898
 TE0898.Superseded values are not recommended for survey control.
 TE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0898.See file dsdata.txt to determine how the superseded data were derived.
 TE0898
 TE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU263864(NAD 83)
 TE0898_MARKER: DB = BENCH MARK DISK
 TE0898_SETTING: 80 = SET IN A BOULDER
 TE0898_SP_SET: BOULDER
 TE0898_STAMPING: F 408 1964
 TE0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0898+STABILITY: SURFACE MOTION
 TE0898
 TE0898  HISTORY     - Date     Condition        Report By
 TE0898  HISTORY     - 1964     MONUMENTED       CGS
 TE0898
 TE0898                          STATION DESCRIPTION
 TE0898
 TE0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0898'2.9 MI E FROM ALSEN.
 TE0898'ABOUT 2.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0898'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT ALSEN,
 TE0898'IN S 3, R 62 W, T 159 N, ABOUT 0.1 MILE EAST OF THE INTERSECTION OF A
 TE0898'NORTH-SOUTH GRAVELED ROAD, 70 FEET SOUTH OF THE CENTER LINE OF THE
 TE0898'ROAD, SET IN THE TOP OF A GRANITE BOULDER, 30 FEET SOUTH OF A FENCE,
 TE0898'1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 TE0898'OF THE ROAD, AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0420 ***********************************************************************
 TD0420  DESIGNATION -  F 409
 TD0420  PID         -  TD0420
 TD0420  STATE/COUNTY-  ND/WALSH
 TD0420  USGS QUAD   -  PARK RIVER (1963)
 TD0420
 TD0420                         *CURRENT SURVEY CONTROL
 TD0420  ___________________________________________________________________
 TD0420* NAD 83(1986)-  48 27 21.     (N)    097 43 55.     (W)     SCALED    
 TD0420* NAVD 88     -       289.064  (meters)     948.37   (feet)  ADJUSTED  
 TD0420  ___________________________________________________________________
 TD0420  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 TD0420  DYNAMIC HT  -         289.130 (meters)     948.59  (feet)  COMP
 TD0420  MODELED GRAV-     980,831.3   (mgal)                       NAVD 88
 TD0420
 TD0420  VERT ORDER  -  SECOND    CLASS 0
 TD0420
 TD0420.The horizontal coordinates were scaled from a topographic map and have
 TD0420.an estimated accuracy of +/- 6 seconds.
 TD0420
 TD0420.The orthometric height was determined by differential leveling
 TD0420.and adjusted by the National Geodetic Survey in June 1991..
 TD0420
 TD0420.The geoid height was determined by GEOID03.
 TD0420
 TD0420.The dynamic height is computed by dividing the NAVD 88
 TD0420.geopotential number by the normal gravity value computed on the
 TD0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0420.degrees latitude (g = 980.6199 gals.).
 TD0420
 TD0420.The modeled gravity was interpolated from observed gravity values.
 TD0420
 TD0420;                    North         East    Units  Estimated Accuracy
 TD0420;SPC ND N     -   165,540.      804,690.      MT  (+/- 180 meters Scaled)
 TD0420
 TD0420                          SUPERSEDED SURVEY CONTROL
 TD0420
 TD0420  NGVD 29 (??/??/92)  288.720  (m)          947.24   (f) ADJ UNCH    2 0
 TD0420
 TD0420.Superseded values are not recommended for survey control.
 TD0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0420.See file dsdata.txt to determine how the superseded data were derived.
 TD0420
 TD0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU937677(NAD 83)
 TD0420_MARKER: DB = BENCH MARK DISK
 TD0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0420_STAMPING: F 409 1964
 TD0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0420+STABILITY: SURFACE MOTION
 TD0420
 TD0420  HISTORY     - Date     Condition        Report By
 TD0420  HISTORY     - 1964     MONUMENTED       CGS
 TD0420
 TD0420                          STATION DESCRIPTION
 TD0420
 TD0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0420'4.9 MI N FROM PARK RIVER.
 TD0420'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0420'STATION AT PARK RIVER, THENCE 4.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0420'12, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF COUNTY ROAD 11, 84
 TD0420'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A NARROW GRAVELED
 TD0420'ROAD, 59 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 53
 TD0420'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 39 FEET
 TD0420'SOUTHWEST OF THE WEST END OF A 48-INCH PIPE CULVERT, 4 FEET WEST OF A
 TD0420'TELEPHONE POLE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 TD0420'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TD0420'PROJECTING 2 INCHES, IN S 22, R 55 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0358 ***********************************************************************
 RQ0358  DESIGNATION -  F 41
 RQ0358  PID         -  RQ0358
 RQ0358  STATE/COUNTY-  ND/MCINTOSH
 RQ0358  USGS QUAD   -  MAY LAKE (1982)
 RQ0358
 RQ0358                         *CURRENT SURVEY CONTROL
 RQ0358  ___________________________________________________________________
 RQ0358* NAD 83(1986)-  46 13 00.     (N)    099 31 47.     (W)     SCALED    
 RQ0358* NAVD 88     -       616.367  (meters)    2022.20   (feet)  ADJUSTED  
 RQ0358  ___________________________________________________________________
 RQ0358  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RQ0358  DYNAMIC HT  -         616.330 (meters)    2022.08  (feet)  COMP
 RQ0358  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 RQ0358
 RQ0358  VERT ORDER  -  SECOND    CLASS 0
 RQ0358
 RQ0358.The horizontal coordinates were scaled from a topographic map and have
 RQ0358.an estimated accuracy of +/- 6 seconds.
 RQ0358
 RQ0358.The orthometric height was determined by differential leveling
 RQ0358.and adjusted by the National Geodetic Survey in June 1991..
 RQ0358
 RQ0358.The geoid height was determined by GEOID03.
 RQ0358
 RQ0358.The dynamic height is computed by dividing the NAVD 88
 RQ0358.geopotential number by the normal gravity value computed on the
 RQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0358.degrees latitude (g = 980.6199 gals.).
 RQ0358
 RQ0358.The modeled gravity was interpolated from observed gravity values.
 RQ0358
 RQ0358;                    North         East    Units  Estimated Accuracy
 RQ0358;SPC ND S     -    61,600.      674,870.      MT  (+/- 180 meters Scaled)
 RQ0358
 RQ0358                          SUPERSEDED SURVEY CONTROL
 RQ0358
 RQ0358  NGVD 29 (??/??/92)  615.922  (m)         2020.74   (f) ADJ UNCH    2 0
 RQ0358
 RQ0358.Superseded values are not recommended for survey control.
 RQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0358.See file dsdata.txt to determine how the superseded data were derived.
 RQ0358
 RQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS591182(NAD 83)
 RQ0358_MARKER: DB = BENCH MARK DISK
 RQ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0358_STAMPING: F 41 1934
 RQ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0358+STABILITY: SURFACE MOTION
 RQ0358
 RQ0358  HISTORY     - Date     Condition        Report By
 RQ0358  HISTORY     - 1934     MONUMENTED       CGS
 RQ0358  HISTORY     - 1959     GOOD             NGS
 RQ0358
 RQ0358                          STATION DESCRIPTION
 RQ0358
 RQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0358'4.2 MI SE FROM WISHEK.
 RQ0358'4.2 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0358'MARIE RAILWAY FROM THE CITY HALL AT WISHEK, MCINTOSH COUNTY, 9 POLES
 RQ0358'SOUTH OF MILEPOST 345, 6 FEET SOUTH OF THE THIRD POLE NORTH OF A
 RQ0358'PUBLIC ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 RQ0358'ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED F 41 1934 AND SET
 RQ0358'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 RQ0358'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD. NOTE-- THE
 RQ0358'RAIL REST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0387 ***********************************************************************
 TD0387  DESIGNATION -  F 410
 TD0387  PID         -  TD0387
 TD0387  STATE/COUNTY-  ND/WALSH
 TD0387  USGS QUAD   -  EDINBURG (1978)
 TD0387
 TD0387                         *CURRENT SURVEY CONTROL
 TD0387  ___________________________________________________________________
 TD0387* NAD 83(1986)-  48 27 44.     (N)    097 48 40.     (W)     SCALED    
 TD0387* NAVD 88     -       349.750  (meters)    1147.47   (feet)  ADJUSTED  
 TD0387  ___________________________________________________________________
 TD0387  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD0387  DYNAMIC HT  -         349.827 (meters)    1147.72  (feet)  COMP
 TD0387  MODELED GRAV-     980,821.5   (mgal)                       NAVD 88
 TD0387
 TD0387  VERT ORDER  -  SECOND    CLASS 0
 TD0387
 TD0387.The horizontal coordinates were scaled from a topographic map and have
 TD0387.an estimated accuracy of +/- 6 seconds.
 TD0387
 TD0387.The orthometric height was determined by differential leveling
 TD0387.and adjusted by the National Geodetic Survey in June 1991..
 TD0387
 TD0387.The geoid height was determined by GEOID03.
 TD0387
 TD0387.The dynamic height is computed by dividing the NAVD 88
 TD0387.geopotential number by the normal gravity value computed on the
 TD0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0387.degrees latitude (g = 980.6199 gals.).
 TD0387
 TD0387.The modeled gravity was interpolated from observed gravity values.
 TD0387
 TD0387;                    North         East    Units  Estimated Accuracy
 TD0387;SPC ND N     -   166,050.      798,810.      MT  (+/- 180 meters Scaled)
 TD0387
 TD0387                          SUPERSEDED SURVEY CONTROL
 TD0387
 TD0387  NGVD 29 (??/??/92)  349.391  (m)         1146.29   (f) ADJ UNCH    2 0
 TD0387
 TD0387.Superseded values are not recommended for survey control.
 TD0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0387.See file dsdata.txt to determine how the superseded data were derived.
 TD0387
 TD0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU878683(NAD 83)
 TD0387_MARKER: DB = BENCH MARK DISK
 TD0387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0387_SP_SET: 40 FT
 TD0387_STAMPING: F 410 1964
 TD0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0387
 TD0387  HISTORY     - Date     Condition        Report By
 TD0387  HISTORY     - 1964     MONUMENTED       CGS
 TD0387
 TD0387                          STATION DESCRIPTION
 TD0387
 TD0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0387'5.9 MI NW FROM PARK RIVER.
 TD0387'ABOUT 5.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0387'STATION AT PARK RIVER, IN S 36, R 56 W, T 158 N, ABOUT 0.5 MILE
 TD0387'NORTHWEST OF THE CROSSING OF AN EAST-WEST GRAVELED ROAD, ABOUT 0.1
 TD0387'MILE NORTHWEST OF MILEPOST 40, NEAR THE FOOT OF A LONG GRADE AND ON
 TD0387'THE EAST SLOPE, 40 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET
 TD0387'NORTHWEST OF THE THIRD TELEGRAPH POLE NORTHWEST OF THE MILEPOST, IN
 TD0387'LINE WITH A ROW OF POLES, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 TD0387'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF A
 TD0387'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS
 TD0387'ENCASED IN A 5-INCH PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0504 ***********************************************************************
 TE0504  DESIGNATION -  F 411
 TE0504  PID         -  TE0504
 TE0504  STATE/COUNTY-  ND/WALSH
 TE0504  USGS QUAD   -  ADAMS (1972)
 TE0504
 TE0504                         *CURRENT SURVEY CONTROL
 TE0504  ___________________________________________________________________
 TE0504* NAD 83(1986)-  48 24 16.     (N)    098 00 50.     (W)     SCALED    
 TE0504* NAVD 88     -       464.420  (meters)    1523.68   (feet)  ADJUSTED  
 TE0504  ___________________________________________________________________
 TE0504  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 TE0504  DYNAMIC HT  -         464.509 (meters)    1523.98  (feet)  COMP
 TE0504  MODELED GRAV-     980,788.6   (mgal)                       NAVD 88
 TE0504
 TE0504  VERT ORDER  -  SECOND    CLASS 0
 TE0504
 TE0504.The horizontal coordinates were scaled from a topographic map and have
 TE0504.an estimated accuracy of +/- 6 seconds.
 TE0504
 TE0504.The orthometric height was determined by differential leveling
 TE0504.and adjusted by the National Geodetic Survey in June 1991..
 TE0504
 TE0504.The geoid height was determined by GEOID03.
 TE0504
 TE0504.The dynamic height is computed by dividing the NAVD 88
 TE0504.geopotential number by the normal gravity value computed on the
 TE0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0504.degrees latitude (g = 980.6199 gals.).
 TE0504
 TE0504.The modeled gravity was interpolated from observed gravity values.
 TE0504
 TE0504;                    North         East    Units  Estimated Accuracy
 TE0504;SPC ND N     -   159,120.      784,030.      MT  (+/- 180 meters Scaled)
 TE0504
 TE0504                          SUPERSEDED SURVEY CONTROL
 TE0504
 TE0504  NGVD 29 (??/??/92)  464.041  (m)         1522.44   (f) ADJ UNCH    2 0
 TE0504
 TE0504.Superseded values are not recommended for survey control.
 TE0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0504.See file dsdata.txt to determine how the superseded data were derived.
 TE0504
 TE0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU729617(NAD 83)
 TE0504_MARKER: DB = BENCH MARK DISK
 TE0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0504_STAMPING: F 411 1964
 TE0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0504+STABILITY: SURFACE MOTION
 TE0504
 TE0504  HISTORY     - Date     Condition        Report By
 TE0504  HISTORY     - 1964     MONUMENTED       CGS
 TE0504
 TE0504                          STATION DESCRIPTION
 TE0504
 TE0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0504'2.8 MI E FROM ADAMS.
 TE0504'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0504'SOO LINE RAILROAD AT ADAMS, IN S 21, R 57 W, T 157 N, ABOUT 0.2 MILE
 TE0504'NORTH OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, ABOUT 0.2 MILE
 TE0504'SOUTH OF THE JUNCTION OF A DRIVE LEADING EAST TO A TWO-STORIED WHITE
 TE0504'FARMHOUSE, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 TE0504'SOUTH OF THE CENTER LINE OF A DRIVE LEADING EAST, 1.9 FEET NORTH OF A
 TE0504'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TE0504'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0480 ***********************************************************************
 TE0480  DESIGNATION -  F 412
 TE0480  PID         -  TE0480
 TE0480  STATE/COUNTY-  ND/RAMSEY
 TE0480  USGS QUAD   -  EDMORE (1972)
 TE0480
 TE0480                         *CURRENT SURVEY CONTROL
 TE0480  ___________________________________________________________________
 TE0480* NAD 83(1986)-  48 24 48.     (N)    098 26 56.     (W)     SCALED    
 TE0480* NAVD 88     -       461.571  (meters)    1514.34   (feet)  ADJUSTED  
 TE0480  ___________________________________________________________________
 TE0480  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 TE0480  DYNAMIC HT  -         461.663 (meters)    1514.64  (feet)  COMP
 TE0480  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TE0480
 TE0480  VERT ORDER  -  SECOND    CLASS 0
 TE0480
 TE0480.The horizontal coordinates were scaled from a topographic map and have
 TE0480.an estimated accuracy of +/- 6 seconds.
 TE0480
 TE0480.The orthometric height was determined by differential leveling
 TE0480.and adjusted by the National Geodetic Survey in June 1991..
 TE0480
 TE0480.The geoid height was determined by GEOID03.
 TE0480
 TE0480.The dynamic height is computed by dividing the NAVD 88
 TE0480.geopotential number by the normal gravity value computed on the
 TE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0480.degrees latitude (g = 980.6199 gals.).
 TE0480
 TE0480.The modeled gravity was interpolated from observed gravity values.
 TE0480
 TE0480;                    North         East    Units  Estimated Accuracy
 TE0480;SPC ND N     -   159,160.      751,810.      MT  (+/- 180 meters Scaled)
 TE0480
 TE0480                          SUPERSEDED SURVEY CONTROL
 TE0480
 TE0480  NGVD 29 (??/??/92)  461.195  (m)         1513.10   (f) ADJ UNCH    2 0
 TE0480
 TE0480.Superseded values are not recommended for survey control.
 TE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0480.See file dsdata.txt to determine how the superseded data were derived.
 TE0480
 TE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU407623(NAD 83)
 TE0480_MARKER: DB = BENCH MARK DISK
 TE0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0480_STAMPING: F 412 1964
 TE0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0480+STABILITY: SURFACE MOTION
 TE0480
 TE0480  HISTORY     - Date     Condition        Report By
 TE0480  HISTORY     - 1964     MONUMENTED       CGS
 TE0480
 TE0480                          STATION DESCRIPTION
 TE0480
 TE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0480'0.3 MI E FROM EDMORE.
 TE0480'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0480'AT EDMORE, IN S 13, R 61 W, T 157 N, AT THE EAST EDGE OF EDMORE, 107
 TE0480'FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 82 FEET
 TE0480'NORTH OF THE CENTER LINE OF THE HIGHWAY, 67 FEET WEST OF THE CENTER
 TE0480'LINE OF THE ROAD LEADING NORTH, 30 FEET SOUTHWEST OF A BRACE POLE FOR
 TE0480'A POWER LINE, 4 1/2 FEET NORTH OF A TELEPHONE POLE, 1.7 FEET SOUTHWEST
 TE0480'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TE0480'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0051 ***********************************************************************
 TE0051  DESIGNATION -  F 413
 TE0051  PID         -  TE0051
 TE0051  STATE/COUNTY-  ND/CAVALIER
 TE0051  USGS QUAD   -  MILTON (1972)
 TE0051
 TE0051                         *CURRENT SURVEY CONTROL
 TE0051  ___________________________________________________________________
 TE0051* NAD 83(1986)-  48 37 47.     (N)    098 04 45.     (W)     SCALED    
 TE0051* NAVD 88     -       486.429  (meters)    1595.89   (feet)  ADJUSTED  
 TE0051  ___________________________________________________________________
 TE0051  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 TE0051  DYNAMIC HT  -         486.527 (meters)    1596.21  (feet)  COMP
 TE0051  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TE0051
 TE0051  VERT ORDER  -  SECOND    CLASS 0
 TE0051
 TE0051.The horizontal coordinates were scaled from a topographic map and have
 TE0051.an estimated accuracy of +/- 6 seconds.
 TE0051
 TE0051.The orthometric height was determined by differential leveling
 TE0051.and adjusted by the National Geodetic Survey in June 1991..
 TE0051
 TE0051.The geoid height was determined by GEOID03.
 TE0051
 TE0051.The dynamic height is computed by dividing the NAVD 88
 TE0051.geopotential number by the normal gravity value computed on the
 TE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0051.degrees latitude (g = 980.6199 gals.).
 TE0051
 TE0051.The modeled gravity was interpolated from observed gravity values.
 TE0051
 TE0051;                    North         East    Units  Estimated Accuracy
 TE0051;SPC ND N     -   184,010.      778,410.      MT  (+/- 180 meters Scaled)
 TE0051
 TE0051                          SUPERSEDED SURVEY CONTROL
 TE0051
 TE0051  NGVD 29 (??/??/92)  486.052  (m)         1594.66   (f) ADJ UNCH    2 0
 TE0051
 TE0051.Superseded values are not recommended for survey control.
 TE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0051.See file dsdata.txt to determine how the superseded data were derived.
 TE0051
 TE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU678867(NAD 83)
 TE0051_MARKER: DB = BENCH MARK DISK
 TE0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0051_SP_SET: BUILDING
 TE0051_STAMPING: F 413 1964
 TE0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0051
 TE0051  HISTORY     - Date     Condition        Report By
 TE0051  HISTORY     - 1964     MONUMENTED       CGS
 TE0051
 TE0051                          STATION DESCRIPTION
 TE0051
 TE0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0051'1.7 MI NW FROM MILTON.
 TE0051'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0051'STATION AT MILTON, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 66, IN S
 TE0051'1, R 58 W, T 159 N, SET VERTICALLY IN THE NORTH FACE OF A SMALL BRICK
 TE0051'BUILDING WHICH BELONGS TO A TELEPHONE COMPANY, 120 FEET SOUTH OF THE
 TE0051'CENTER LINE OF THE HIGHWAY, 126 FEET WEST OF THE CENTER LINE OF A
 TE0051'NORTH-SOUTH TRAIL ROAD, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE
 TE0051'BUILDING, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 FEET
 TE0051'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0300 ***********************************************************************
 TE0300  DESIGNATION -  F 414
 TE0300  PID         -  TE0300
 TE0300  STATE/COUNTY-  ND/CAVALIER
 TE0300  USGS QUAD   -  NEKOMA (1972)
 TE0300
 TE0300                         *CURRENT SURVEY CONTROL
 TE0300  ___________________________________________________________________
 TE0300* NAD 83(1986)-  48 34 21.     (N)    098 16 27.     (W)     SCALED    
 TE0300* NAVD 88     -       505.727  (meters)    1659.21   (feet)  ADJUSTED  
 TE0300  ___________________________________________________________________
 TE0300  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 TE0300  DYNAMIC HT  -         505.826 (meters)    1659.53  (feet)  COMP
 TE0300  MODELED GRAV-     980,790.8   (mgal)                       NAVD 88
 TE0300
 TE0300  VERT ORDER  -  SECOND    CLASS 0
 TE0300
 TE0300.The horizontal coordinates were scaled from a topographic map and have
 TE0300.an estimated accuracy of +/- 6 seconds.
 TE0300
 TE0300.The orthometric height was determined by differential leveling
 TE0300.and adjusted by the National Geodetic Survey in June 1991..
 TE0300
 TE0300.The geoid height was determined by GEOID03.
 TE0300
 TE0300.The dynamic height is computed by dividing the NAVD 88
 TE0300.geopotential number by the normal gravity value computed on the
 TE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0300.degrees latitude (g = 980.6199 gals.).
 TE0300
 TE0300.The modeled gravity was interpolated from observed gravity values.
 TE0300
 TE0300;                    North         East    Units  Estimated Accuracy
 TE0300;SPC ND N     -   177,210.      764,230.      MT  (+/- 180 meters Scaled)
 TE0300
 TE0300                          SUPERSEDED SURVEY CONTROL
 TE0300
 TE0300  NGVD 29 (??/??/92)  505.340  (m)         1657.94   (f) ADJ UNCH    2 0
 TE0300
 TE0300.Superseded values are not recommended for survey control.
 TE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0300.See file dsdata.txt to determine how the superseded data were derived.
 TE0300
 TE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU535801(NAD 83)
 TE0300_MARKER: DB = BENCH MARK DISK
 TE0300_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0300_SP_SET: 16 FEET
 TE0300_STAMPING: F 414 1964
 TE0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0300
 TE0300  HISTORY     - Date     Condition        Report By
 TE0300  HISTORY     - 1964     MONUMENTED       CGS
 TE0300  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0300
 TE0300                          STATION DESCRIPTION
 TE0300
 TE0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0300'10.0 MI NW FROM FAIRDALE.
 TE0300'ABOUT 3.0 MILES WEST ALONG WALSH COUNTY ROAD 9 FROM THE INTERSECTION
 TE0300'OF COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 6.0 MILES NORTH ALONG A
 TE0300'SECTION LINE ROAD, THENCE 1.0 MILE EAST ALONG A SECTION LINE ROAD, IN
 TE0300'S 2, T 159 N, R 59 W, 82 FEET NORTH OF THE CENTER LINE OF THE ROAD, 49
 TE0300'FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 2 FEET NORTH OF A POWER
 TE0300'POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TE0300'LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TE0300'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 4-INCH CAST
 TE0300'IRON PIPE WHICH PROJECTS 4 INCHES.  NOTE-- ROAD HAS BEEN REBUILT.
 TE0300
 TE0300                          STATION RECOVERY (1972)
 TE0300
 TE0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0322 ***********************************************************************
 TE0322  DESIGNATION -  F 415
 TE0322  PID         -  TE0322
 TE0322  STATE/COUNTY-  ND/WALSH
 TE0322  USGS QUAD   -  WATERLOO LAKE (1972)
 TE0322
 TE0322                         *CURRENT SURVEY CONTROL
 TE0322  ___________________________________________________________________
 TE0322* NAD 83(1986)-  48 32 34.     (N)    098 03 26.     (W)     SCALED    
 TE0322* NAVD 88     -       478.956  (meters)    1571.37   (feet)  ADJUSTED  
 TE0322  ___________________________________________________________________
 TE0322  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 TE0322  DYNAMIC HT  -         479.048 (meters)    1571.68  (feet)  COMP
 TE0322  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TE0322
 TE0322  VERT ORDER  -  SECOND    CLASS 0
 TE0322
 TE0322.The horizontal coordinates were scaled from a topographic map and have
 TE0322.an estimated accuracy of +/- 6 seconds.
 TE0322
 TE0322.The orthometric height was determined by differential leveling
 TE0322.and adjusted by the National Geodetic Survey in June 1991..
 TE0322
 TE0322.The geoid height was determined by GEOID03.
 TE0322
 TE0322.The dynamic height is computed by dividing the NAVD 88
 TE0322.geopotential number by the normal gravity value computed on the
 TE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0322.degrees latitude (g = 980.6199 gals.).
 TE0322
 TE0322.The modeled gravity was interpolated from observed gravity values.
 TE0322
 TE0322;                    North         East    Units  Estimated Accuracy
 TE0322;SPC ND N     -   174,390.      780,340.      MT  (+/- 180 meters Scaled)
 TE0322
 TE0322                          SUPERSEDED SURVEY CONTROL
 TE0322
 TE0322  NGVD 29 (??/??/92)  478.574  (m)         1570.12   (f) ADJ UNCH    2 0
 TE0322
 TE0322.Superseded values are not recommended for survey control.
 TE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0322.See file dsdata.txt to determine how the superseded data were derived.
 TE0322
 TE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU695770(NAD 83)
 TE0322_MARKER: DB = BENCH MARK DISK
 TE0322_SETTING: 80 = SET IN A BOULDER
 TE0322_SP_SET: BOULDER
 TE0322_STAMPING: F 415 1964
 TE0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0322+STABILITY: SURFACE MOTION
 TE0322
 TE0322  HISTORY     - Date     Condition        Report By
 TE0322  HISTORY     - 1964     MONUMENTED       CGS
 TE0322
 TE0322                          STATION DESCRIPTION
 TE0322
 TE0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0322'10.4 MI NW FROM EDINBURG.
 TE0322'ABOUT 4.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0322'STATION AT EDINBURG, THENCE 5.6 MILES WEST ALONG WALSH COUNTY ROAD 1,
 TE0322'OR ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 17 FROM THE RADIO TOWER AT
 TE0322'ADAMS, THENCE 10.0 MILES NORTH ALONG WALSH COUNTY ROADS 1 AND 16, IN S
 TE0322'6, T 158 N, R 57 W, ON THE INSIDE OF A CURVE AND 89 FEET SOUTHWEST OF
 TE0322'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE GRANITE
 TE0322'BOULDER, 61 FEET SOUTHWEST OF A FENCE, 23 FEET SOUTHWEST OF A POWER
 TE0322'POLE BRACED BY A GUY WIRE, 11.1 FEET SOUTH OF A METAL WITNESS POST,
 TE0322'ABOUT LEVEL WITH THE ROAD, AND PROJECTING ABOUT 2 FEET ON THE EAST
 TE0322'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1085 ***********************************************************************
 TE1085  DESIGNATION -  F 416
 TE1085  PID         -  TE1085
 TE1085  STATE/COUNTY-  ND/CAVALIER
 TE1085  USGS QUAD   -  HAMPDEN (1970)
 TE1085
 TE1085                         *CURRENT SURVEY CONTROL
 TE1085  ___________________________________________________________________
 TE1085* NAD 83(1986)-  48 33 44.     (N)    098 38 41.     (W)     SCALED    
 TE1085* NAVD 88     -       479.005  (meters)    1571.54   (feet)  ADJUSTED  
 TE1085  ___________________________________________________________________
 TE1085  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE1085  DYNAMIC HT  -         479.102 (meters)    1571.85  (feet)  COMP
 TE1085  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 TE1085
 TE1085  VERT ORDER  -  SECOND    CLASS 0
 TE1085
 TE1085.The horizontal coordinates were scaled from a topographic map and have
 TE1085.an estimated accuracy of +/- 6 seconds.
 TE1085
 TE1085.The orthometric height was determined by differential leveling
 TE1085.and adjusted by the National Geodetic Survey in June 1991..
 TE1085
 TE1085.The geoid height was determined by GEOID03.
 TE1085
 TE1085.The dynamic height is computed by dividing the NAVD 88
 TE1085.geopotential number by the normal gravity value computed on the
 TE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1085.degrees latitude (g = 980.6199 gals.).
 TE1085
 TE1085.The modeled gravity was interpolated from observed gravity values.
 TE1085
 TE1085;                    North         East    Units  Estimated Accuracy
 TE1085;SPC ND N     -   175,340.      736,920.      MT  (+/- 180 meters Scaled)
 TE1085
 TE1085                          SUPERSEDED SURVEY CONTROL
 TE1085
 TE1085  NGVD 29 (??/??/92)  478.612  (m)         1570.25   (f) ADJ UNCH    2 0
 TE1085
 TE1085.Superseded values are not recommended for survey control.
 TE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1085.See file dsdata.txt to determine how the superseded data were derived.
 TE1085
 TE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU262788(NAD 83)
 TE1085_MARKER: DB = BENCH MARK DISK
 TE1085_SETTING: 80 = SET IN A BOULDER
 TE1085_SP_SET: BOULDER
 TE1085_STAMPING: F 416 1964
 TE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1085+STABILITY: SURFACE MOTION
 TE1085
 TE1085  HISTORY     - Date     Condition        Report By
 TE1085  HISTORY     - 1964     MONUMENTED       CGS
 TE1085  HISTORY     - 1985     MARK NOT FOUND   DMA
 TE1085
 TE1085                          STATION DESCRIPTION
 TE1085
 TE1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1085'1.9 MI NE FROM HAMPDEN.
 TE1085'ABOUT 0.6 MILE NORTHEAST ALONG COUNTY ROAD 3 FROM THE GREAT NORTHERN
 TE1085'RAILWAY STATION AT HAMPDEN, THENCE 1.3 MILES NORTH ALONG A GRAVELED
 TE1085'ROAD, IN SECTION 27, T 159 N, R 62 W, 76 FEET EAST OF THE CENTER LINE
 TE1085'OF THE ROAD, SET IN THE TOP OF A LARGE BOULDER FLUSH WITH THE GROUND,
 TE1085'7.7 FEET EAST OF A METAL WITNESS POST AND ABOUT 6 FEET BELOW THE LEVEL
 TE1085'OF THE ROAD.  NOTE-- A LARGE PILE OF BOULDERS HAS BEEN DUG FROM FIELD.
 TE1085
 TE1085                          STATION RECOVERY (1985)
 TE1085
 TE1085'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 TE1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0437 ***********************************************************************
 TE0437  DESIGNATION -  F 417
 TE0437  PID         -  TE0437
 TE0437  STATE/COUNTY-  ND/WALSH
 TE0437  USGS QUAD   -  ADAMS (1972)
 TE0437
 TE0437                         *CURRENT SURVEY CONTROL
 TE0437  ___________________________________________________________________
 TE0437* NAD 83(1986)-  48 29 16.     (N)    098 06 01.     (W)     SCALED    
 TE0437* NAVD 88     -       485.379  (meters)    1592.45   (feet)  ADJUSTED  
 TE0437  ___________________________________________________________________
 TE0437  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 TE0437  DYNAMIC HT  -         485.471 (meters)    1592.75  (feet)  COMP
 TE0437  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TE0437
 TE0437  VERT ORDER  -  SECOND    CLASS 0
 TE0437
 TE0437.The horizontal coordinates were scaled from a topographic map and have
 TE0437.an estimated accuracy of +/- 6 seconds.
 TE0437
 TE0437.The orthometric height was determined by differential leveling
 TE0437.and adjusted by the National Geodetic Survey in June 1991..
 TE0437
 TE0437.The geoid height was determined by GEOID03.
 TE0437
 TE0437.The dynamic height is computed by dividing the NAVD 88
 TE0437.geopotential number by the normal gravity value computed on the
 TE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0437.degrees latitude (g = 980.6199 gals.).
 TE0437
 TE0437.The modeled gravity was interpolated from observed gravity values.
 TE0437
 TE0437;                    North         East    Units  Estimated Accuracy
 TE0437;SPC ND N     -   168,180.      777,350.      MT  (+/- 180 meters Scaled)
 TE0437
 TE0437                          SUPERSEDED SURVEY CONTROL
 TE0437
 TE0437  NGVD 29 (??/??/92)  484.996  (m)         1591.19   (f) ADJ UNCH    2 0
 TE0437
 TE0437.Superseded values are not recommended for survey control.
 TE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0437.See file dsdata.txt to determine how the superseded data were derived.
 TE0437
 TE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU664709(NAD 83)
 TE0437_MARKER: DB = BENCH MARK DISK
 TE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0437_STAMPING: F 417 1964
 TE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0437+STABILITY: SURFACE MOTION
 TE0437
 TE0437  HISTORY     - Date     Condition        Report By
 TE0437  HISTORY     - 1964     MONUMENTED       CGS
 TE0437
 TE0437                          STATION DESCRIPTION
 TE0437
 TE0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0437'6.2 MI E FROM FAIRDALE.
 TE0437'ABOUT 6.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0437'COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 0.2 MILE NORTH ALONG A
 TE0437'GRAVELED ROAD, IN SECTION 23, T 158 N, R 58 W, AT A JUNCTION OF THE
 TE0437'GRAVELED ROAD AND A GRAVELED DRIVEWAY LEADING EAST, 117 FEET EAST OF
 TE0437'THE CENTER LINE OF THE GRAVELED ROAD, 44 FEET NORTH OF THE CENTER LINE
 TE0437'OF THE DRIVEWAY, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 TE0437'BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0437'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0476 ***********************************************************************
 TD0476  DESIGNATION -  F 418
 TD0476  PID         -  TD0476
 TD0476  STATE/COUNTY-  ND/WALSH
 TD0476  USGS QUAD   -  VESELEYVILLE (1963)
 TD0476
 TD0476                         *CURRENT SURVEY CONTROL
 TD0476  ___________________________________________________________________
 TD0476* NAD 83(1986)-  48 20 03.     (N)    097 37 20.     (W)     SCALED    
 TD0476* NAVD 88     -       279.270  (meters)     916.24   (feet)  ADJUSTED  
 TD0476  ___________________________________________________________________
 TD0476  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0476  DYNAMIC HT  -         279.338 (meters)     916.46  (feet)  COMP
 TD0476  MODELED GRAV-     980,848.0   (mgal)                       NAVD 88
 TD0476
 TD0476  VERT ORDER  -  SECOND    CLASS 0
 TD0476
 TD0476.The horizontal coordinates were scaled from a topographic map and have
 TD0476.an estimated accuracy of +/- 6 seconds.
 TD0476
 TD0476.The orthometric height was determined by differential leveling
 TD0476.and adjusted by the National Geodetic Survey in June 1991..
 TD0476
 TD0476.The geoid height was determined by GEOID03.
 TD0476
 TD0476.The dynamic height is computed by dividing the NAVD 88
 TD0476.geopotential number by the normal gravity value computed on the
 TD0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0476.degrees latitude (g = 980.6199 gals.).
 TD0476
 TD0476.The modeled gravity was interpolated from observed gravity values.
 TD0476
 TD0476;                    North         East    Units  Estimated Accuracy
 TD0476;SPC ND N     -   152,320.      813,300.      MT  (+/- 180 meters Scaled)
 TD0476
 TD0476                          SUPERSEDED SURVEY CONTROL
 TD0476
 TD0476  NGVD 29 (??/??/92)  278.941  (m)          915.16   (f) ADJ UNCH    2 0
 TD0476
 TD0476.Superseded values are not recommended for survey control.
 TD0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0476.See file dsdata.txt to determine how the superseded data were derived.
 TD0476
 TD0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU021543(NAD 83)
 TD0476_MARKER: DB = BENCH MARK DISK
 TD0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0476_SP_SET: BRIDGE
 TD0476_STAMPING: F 418 1964
 TD0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0476
 TD0476  HISTORY     - Date     Condition        Report By
 TD0476  HISTORY     - 1964     MONUMENTED       CGS
 TD0476
 TD0476                          STATION DESCRIPTION
 TD0476
 TD0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0476'5.4 MI NE FROM PISEK.
 TD0476'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0476'THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 18, IN S 18, T 156 N, R 54
 TD0476'W, ABOUT 0.4 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 16 FEET WEST
 TD0476'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 TD0476'THE WEST CONCRETE GUARD RAIL BASE FOR A 30-FOOT CONCRETE BRIDGE OVER A
 TD0476'DITCH, 1 1/2 FEET NORTH OF THE SOUTH END OF THE BASE, AND ABOUT 1 FOOT
 TD0476'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0536 ***********************************************************************
 TD0536  DESIGNATION -  F 419
 TD0536  PID         -  TD0536
 TD0536  STATE/COUNTY-  ND/WALSH
 TD0536  USGS QUAD   -  INKSTER (1963)
 TD0536
 TD0536                         *CURRENT SURVEY CONTROL
 TD0536  ___________________________________________________________________
 TD0536* NAD 83(1986)-  48 13 26.     (N)    097 43 49.     (W)     SCALED    
 TD0536* NAVD 88     -       336.415  (meters)    1103.72   (feet)  ADJUSTED  
 TD0536  ___________________________________________________________________
 TD0536  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD0536  DYNAMIC HT  -         336.486 (meters)    1103.95  (feet)  COMP
 TD0536  MODELED GRAV-     980,812.9   (mgal)                       NAVD 88
 TD0536
 TD0536  VERT ORDER  -  SECOND    CLASS 0
 TD0536
 TD0536.The horizontal coordinates were scaled from a topographic map and have
 TD0536.an estimated accuracy of +/- 6 seconds.
 TD0536
 TD0536.The orthometric height was determined by differential leveling
 TD0536.and adjusted by the National Geodetic Survey in June 1991..
 TD0536
 TD0536.The geoid height was determined by GEOID03.
 TD0536
 TD0536.The dynamic height is computed by dividing the NAVD 88
 TD0536.geopotential number by the normal gravity value computed on the
 TD0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0536.degrees latitude (g = 980.6199 gals.).
 TD0536
 TD0536.The modeled gravity was interpolated from observed gravity values.
 TD0536
 TD0536;                    North         East    Units  Estimated Accuracy
 TD0536;SPC ND N     -   139,780.      805,740.      MT  (+/- 180 meters Scaled)
 TD0536
 TD0536                          SUPERSEDED SURVEY CONTROL
 TD0536
 TD0536  NGVD 29 (??/??/92)  336.066  (m)         1102.58   (f) ADJ UNCH    2 0
 TD0536
 TD0536.Superseded values are not recommended for survey control.
 TD0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0536.See file dsdata.txt to determine how the superseded data were derived.
 TD0536
 TD0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU943419(NAD 83)
 TD0536_MARKER: DB = BENCH MARK DISK
 TD0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0536_SP_SET: 37.5 FT
 TD0536_STAMPING: F 419 1964
 TD0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0536
 TD0536  HISTORY     - Date     Condition        Report By
 TD0536  HISTORY     - 1964     MONUMENTED       CGS
 TD0536  HISTORY     - 1970     GOOD             USGS
 TD0536
 TD0536                          STATION DESCRIPTION
 TD0536
 TD0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0536'3.3 MI NE FROM FORDVILLE.
 TD0536'ABOUT 3.3 MILES NORTHEAST ALONG COUNTY ROAD 19 FROM THE SOO LINE
 TD0536'RAILROAD STATION AT FORDVILLE, IN S 21, T 155 N, R 55 W, ABOUT 129
 TD0536'YARDS WEST OF THE CENTER OF THE CROSSING OF THE SOO LINE RAILROAD, 69
 TD0536'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A DIM DIRT ROAD,
 TD0536'53 FEET NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET EAST OF THE
 TD0536'CENTER LINE OF THE DIRT ROAD LEADING NORTH, 2 FEET WEST OF A TELEPHONE
 TD0536'POLE AND IN LINE WITH A ROW OF POLES, 1.0 FOOT EAST OF A METAL WITNESS
 TD0536'POST, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 TD0536'TO A DEPTH OF 37 1/2 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 TD0536'WHICH PROJECTS 7 INCHES.
 TD0536
 TD0536                          STATION RECOVERY (1970)
 TD0536
 TD0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0537 ***********************************************************************
 TD0537  DESIGNATION -  F 419 RESET
 TD0537  PID         -  TD0537
 TD0537  STATE/COUNTY-  ND/WALSH
 TD0537  USGS QUAD   -  INKSTER (1963)
 TD0537
 TD0537                         *CURRENT SURVEY CONTROL
 TD0537  ___________________________________________________________________
 TD0537* NAD 83(1986)-  48 13 25.     (N)    097 43 52.     (W)     SCALED    
 TD0537* NAVD 88     -       337.92   (+/-2cm)    1108.7    (feet)  VERTCON   
 TD0537  ___________________________________________________________________
 TD0537  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0537
 TD0537  VERT ORDER  -  THIRD (See Below)
 TD0537
 TD0537.The horizontal coordinates were scaled from a topographic map and have
 TD0537.an estimated accuracy of +/- 6 seconds.
 TD0537
 TD0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0537.The vertical order pertains to the NGVD 29 superseded value.
 TD0537
 TD0537.The geoid height was determined by GEOID03.
 TD0537
 TD0537;                    North         East    Units  Estimated Accuracy
 TD0537;SPC ND N     -   139,740.      805,680.      MT  (+/- 180 meters Scaled)
 TD0537
 TD0537                          SUPERSEDED SURVEY CONTROL
 TD0537
 TD0537  NGVD 29 (??/??/??)  337.57   (m)         1107.5    (f) RESET       3  
 TD0537
 TD0537.Superseded values are not recommended for survey control.
 TD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0537.See file dsdata.txt to determine how the superseded data were derived.
 TD0537
 TD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU942419(NAD 83)
 TD0537_MARKER: DB = BENCH MARK DISK
 TD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0537_STAMPING: F 419 RESET 1970
 TD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0537+STABILITY: SURFACE MOTION
 TD0537
 TD0537  HISTORY     - Date     Condition        Report By
 TD0537  HISTORY     - 1970     MONUMENTED       NGS
 TD0537
 TD0537                          STATION DESCRIPTION
 TD0537
 TD0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TD0537'3.3 MI NE FROM FORDVILLE.
 TD0537'ABOUT 3.3 MILES NORTHEAST ALONG COUNTY ROAD 19 FROM THE SOO LINE
 TD0537'RAILROAD STATION AT FORDVILLE, IN SEC. 29, T 155 N, R 55 W, ABOUT 200
 TD0537'YARDS WEST OF A CROSSING OF THE SOO LINE RAILROAD, 185 FEET WEST OF
 TD0537'THE CENTER OF A NORTH-SOUTH SECTION LINE ROAD, 76 FEET SOUTH OF THE
 TD0537'CENTER OF COUNTY HIGHWAY 19, 1.7 FEET EAST OF A METAL WITNESS POST,
 TD0537'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TD0537'8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0423 ***********************************************************************
 RQ0423  DESIGNATION -  F 42
 RQ0423  PID         -  RQ0423
 RQ0423  STATE/COUNTY-  ND/EMMONS
 RQ0423  USGS QUAD   -  KINTYRE (1975)
 RQ0423
 RQ0423                         *CURRENT SURVEY CONTROL
 RQ0423  ___________________________________________________________________
 RQ0423* NAD 83(1986)-  46 32 44.     (N)    099 55 48.     (W)     SCALED    
 RQ0423* NAVD 88     -       582.830  (meters)    1912.17   (feet)  ADJUSTED  
 RQ0423  ___________________________________________________________________
 RQ0423  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 RQ0423  DYNAMIC HT  -         582.834 (meters)    1912.18  (feet)  COMP
 RQ0423  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RQ0423
 RQ0423  VERT ORDER  -  SECOND    CLASS 0
 RQ0423
 RQ0423.The horizontal coordinates were scaled from a topographic map and have
 RQ0423.an estimated accuracy of +/- 6 seconds.
 RQ0423
 RQ0423.The orthometric height was determined by differential leveling
 RQ0423.and adjusted by the National Geodetic Survey in June 1991..
 RQ0423
 RQ0423.The geoid height was determined by GEOID03.
 RQ0423
 RQ0423.The dynamic height is computed by dividing the NAVD 88
 RQ0423.geopotential number by the normal gravity value computed on the
 RQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0423.degrees latitude (g = 980.6199 gals.).
 RQ0423
 RQ0423.The modeled gravity was interpolated from observed gravity values.
 RQ0423
 RQ0423;                    North         East    Units  Estimated Accuracy
 RQ0423;SPC ND S     -    97,850.      643,720.      MT  (+/- 180 meters Scaled)
 RQ0423
 RQ0423                          SUPERSEDED SURVEY CONTROL
 RQ0423
 RQ0423  NGVD 29 (??/??/92)  582.411  (m)         1910.79   (f) ADJ UNCH    2 0
 RQ0423
 RQ0423.Superseded values are not recommended for survey control.
 RQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0423.See file dsdata.txt to determine how the superseded data were derived.
 RQ0423
 RQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS286550(NAD 83)
 RQ0423_MARKER: DB = BENCH MARK DISK
 RQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0423_STAMPING: F 42 1934
 RQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0423+STABILITY: SURFACE MOTION
 RQ0423
 RQ0423  HISTORY     - Date     Condition        Report By
 RQ0423  HISTORY     - 1934     MONUMENTED       CGS
 RQ0423  HISTORY     - 1959     GOOD             NGS
 RQ0423
 RQ0423                          STATION DESCRIPTION
 RQ0423
 RQ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0423'0.9 MI E FROM KINTYRE.
 RQ0423'0.9 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0423'RAILWAY FROM THE STATION AT KINTYRE, EMMONS COUNTY, ABOUT 12 POLES
 RQ0423'WEST OF MILEPOST 371, ABOUT 1 POLE EAST OF AN OPEN CUT, ABOUT 12 POLES
 RQ0423'EAST OF A PUBLIC-ROAD CROSSING, 39 FEET NORTH OF THE CENTER LINE OF
 RQ0423'THE TRACK, 4 FEET SOUTH OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE
 RQ0423'TRACK.  A STANDARD DISK, STAMPED F 42 1934 AND SET IN THE TOP OF A
 RQ0423'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0423'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0543 ***********************************************************************
 TE0543  DESIGNATION -  F 420
 TE0543  PID         -  TE0543
 TE0543  STATE/COUNTY-  ND/WALSH
 TE0543  USGS QUAD   -  ADAMS SE (1972)
 TE0543
 TE0543                         *CURRENT SURVEY CONTROL
 TE0543  ___________________________________________________________________
 TE0543* NAD 83(1986)-  48 18 38.     (N)    098 01 59.     (W)     SCALED    
 TE0543* NAVD 88     -       467.901  (meters)    1535.11   (feet)  ADJUSTED  
 TE0543  ___________________________________________________________________
 TE0543  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 TE0543  DYNAMIC HT  -         467.989 (meters)    1535.39  (feet)  COMP
 TE0543  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TE0543
 TE0543  VERT ORDER  -  SECOND    CLASS 0
 TE0543
 TE0543.The horizontal coordinates were scaled from a topographic map and have
 TE0543.an estimated accuracy of +/- 6 seconds.
 TE0543
 TE0543.The orthometric height was determined by differential leveling
 TE0543.and adjusted by the National Geodetic Survey in June 1991..
 TE0543
 TE0543.The geoid height was determined by GEOID03.
 TE0543
 TE0543.The dynamic height is computed by dividing the NAVD 88
 TE0543.geopotential number by the normal gravity value computed on the
 TE0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0543.degrees latitude (g = 980.6199 gals.).
 TE0543
 TE0543.The modeled gravity was interpolated from observed gravity values.
 TE0543
 TE0543;                    North         East    Units  Estimated Accuracy
 TE0543;SPC ND N     -   148,640.      782,950.      MT  (+/- 180 meters Scaled)
 TE0543
 TE0543                          SUPERSEDED SURVEY CONTROL
 TE0543
 TE0543  NGVD 29 (??/??/92)  467.524  (m)         1533.87   (f) ADJ UNCH    2 0
 TE0543
 TE0543.Superseded values are not recommended for survey control.
 TE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0543.See file dsdata.txt to determine how the superseded data were derived.
 TE0543
 TE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU716512(NAD 83)
 TE0543_MARKER: DB = BENCH MARK DISK
 TE0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0543_STAMPING: F 420 1964
 TE0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0543+STABILITY: SURFACE MOTION
 TE0543
 TE0543  HISTORY     - Date     Condition        Report By
 TE0543  HISTORY     - 1964     MONUMENTED       CGS
 TE0543  HISTORY     - 1968     GOOD             DOD
 TE0543
 TE0543                          STATION DESCRIPTION
 TE0543
 TE0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0543'5.1 MI W FROM LANKIN.
 TE0543'ABOUT 5.1 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0543'ELEVATOR AT LANKIN, IN S 24, T 156 N, R 58 W, 89 FEET NORTHWEST OF THE
 TE0543'CENTER OF A GRAVELED ROAD INTERSECTION, 82 FEET NORTH OF THE CENTER
 TE0543'LINE OF THE COUNTY ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD
 TE0543'LEADING NORTH, 6 1/2 FEET NORTH OF A POWER POLE, 3 FEET SOUTHEAST OF A
 TE0543'TELEPHONE POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TE0543'BELOW THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0543'POST PROJECTING 6 INCHES.  NOTE-- TELEPHONE POLE HAS BEEN REMOVED.
 TE0543
 TE0543                          STATION RECOVERY (1968)
 TE0543
 TE0543'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0526 ***********************************************************************
 TD0526  DESIGNATION -  F 421
 TD0526  PID         -  TD0526
 TD0526  STATE/COUNTY-  ND/WALSH
 TD0526  USGS QUAD   -  PISEK (1963)
 TD0526
 TD0526                         *CURRENT SURVEY CONTROL
 TD0526  ___________________________________________________________________
 TD0526* NAD 83(1986)-  48 16 02.     (N)    097 43 49.     (W)     SCALED    
 TD0526* NAVD 88     -       318.226  (meters)    1044.05   (feet)  ADJUSTED  
 TD0526  ___________________________________________________________________
 TD0526  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0526  DYNAMIC HT  -         318.297 (meters)    1044.28  (feet)  COMP
 TD0526  MODELED GRAV-     980,823.7   (mgal)                       NAVD 88
 TD0526
 TD0526  VERT ORDER  -  SECOND    CLASS 0
 TD0526
 TD0526.The horizontal coordinates were scaled from a topographic map and have
 TD0526.an estimated accuracy of +/- 6 seconds.
 TD0526
 TD0526.The orthometric height was determined by differential leveling
 TD0526.and adjusted by the National Geodetic Survey in June 1991..
 TD0526
 TD0526.The geoid height was determined by GEOID03.
 TD0526
 TD0526.The dynamic height is computed by dividing the NAVD 88
 TD0526.geopotential number by the normal gravity value computed on the
 TD0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0526.degrees latitude (g = 980.6199 gals.).
 TD0526
 TD0526.The modeled gravity was interpolated from observed gravity values.
 TD0526
 TD0526;                    North         East    Units  Estimated Accuracy
 TD0526;SPC ND N     -   144,590.      805,570.      MT  (+/- 180 meters Scaled)
 TD0526
 TD0526                          SUPERSEDED SURVEY CONTROL
 TD0526
 TD0526  NGVD 29 (??/??/92)  317.882  (m)         1042.92   (f) ADJ UNCH    2 0
 TD0526
 TD0526.Superseded values are not recommended for survey control.
 TD0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0526.See file dsdata.txt to determine how the superseded data were derived.
 TD0526
 TD0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU942467(NAD 83)
 TD0526_MARKER: DB = BENCH MARK DISK
 TD0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0526_STAMPING: F 421 1964
 TD0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0526+STABILITY: SURFACE MOTION
 TD0526
 TD0526  HISTORY     - Date     Condition        Report By
 TD0526  HISTORY     - 1964     MONUMENTED       CGS
 TD0526
 TD0526                          STATION DESCRIPTION
 TD0526
 TD0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0526'4.2 MI SW FROM PISEK.
 TD0526'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0526'THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, IN S 4, T 155 N, R 55 W,
 TD0526'71 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 TD0526'ROAD, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 56 FEET NORTH OF
 TD0526'THE CENTER LINE OF THE ROAD LEADING EAST, 1.4 FEET WEST OF A METAL
 TD0526'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD LEADING NORTH,
 TD0526'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0349 ***********************************************************************
 RQ0349  DESIGNATION -  F 43
 RQ0349  PID         -  RQ0349
 RQ0349  STATE/COUNTY-  ND/LOGAN
 RQ0349  USGS QUAD   -  GUYSON (1982)
 RQ0349
 RQ0349                         *CURRENT SURVEY CONTROL
 RQ0349  ___________________________________________________________________
 RQ0349* NAD 83(1986)-  46 17 45.     (N)    099 13 09.     (W)     SCALED    
 RQ0349* NAVD 88     -       609.765  (meters)    2000.54   (feet)  ADJUSTED  
 RQ0349  ___________________________________________________________________
 RQ0349  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 RQ0349  DYNAMIC HT  -         609.736 (meters)    2000.44  (feet)  COMP
 RQ0349  MODELED GRAV-     980,546.4   (mgal)                       NAVD 88
 RQ0349
 RQ0349  VERT ORDER  -  SECOND    CLASS 0
 RQ0349
 RQ0349.The horizontal coordinates were scaled from a topographic map and have
 RQ0349.an estimated accuracy of +/- 6 seconds.
 RQ0349
 RQ0349.The orthometric height was determined by differential leveling
 RQ0349.and adjusted by the National Geodetic Survey in June 1991..
 RQ0349
 RQ0349.The geoid height was determined by GEOID03.
 RQ0349
 RQ0349.The dynamic height is computed by dividing the NAVD 88
 RQ0349.geopotential number by the normal gravity value computed on the
 RQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0349.degrees latitude (g = 980.6199 gals.).
 RQ0349
 RQ0349.The modeled gravity was interpolated from observed gravity values.
 RQ0349
 RQ0349;                    North         East    Units  Estimated Accuracy
 RQ0349;SPC ND S     -    70,740.      698,680.      MT  (+/- 180 meters Scaled)
 RQ0349
 RQ0349                          SUPERSEDED SURVEY CONTROL
 RQ0349
 RQ0349  NGVD 29 (??/??/92)  609.326  (m)         1999.10   (f) ADJ UNCH    2 0
 RQ0349
 RQ0349.Superseded values are not recommended for survey control.
 RQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0349.See file dsdata.txt to determine how the superseded data were derived.
 RQ0349
 RQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS831269(NAD 83)
 RQ0349_MARKER: DB = BENCH MARK DISK
 RQ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0349_STAMPING: F 43 1934
 RQ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0349+STABILITY: SURFACE MOTION
 RQ0349
 RQ0349  HISTORY     - Date     Condition        Report By
 RQ0349  HISTORY     - 1934     MONUMENTED       CGS
 RQ0349  HISTORY     - 1959     GOOD             NGS
 RQ0349
 RQ0349                          STATION DESCRIPTION
 RQ0349
 RQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0349'0.7 MI W FROM GUYSON.
 RQ0349'0.7 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0349'RAILROAD FROM THE STATION AT GUYSON, LOGAN COUNTY, 2 POLES EAST OF
 RQ0349'MILEPOST 324, AT A PRIVATE-ROAD CROSSING, 33 FEET WEST OF THE ROAD, 42
 RQ0349'FEET NORTH OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF A POLE, AND
 RQ0349'ABOUT 4 FEET LOWER THAN THE RAIL.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 RQ0349'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0528 ***********************************************************************
 SL0528  DESIGNATION -  F 434
 SL0528  PID         -  SL0528
 SL0528  STATE/COUNTY-  ND/TRAILL
 SL0528  USGS QUAD   -  HILLSBORO (1984)
 SL0528
 SL0528                         *CURRENT SURVEY CONTROL
 SL0528  ___________________________________________________________________
 SL0528* NAD 83(1986)-  47 29 51.     (N)    097 06 49.     (W)     SCALED    
 SL0528* NAVD 88     -       286.583  (meters)     940.23   (feet)  ADJUSTED  
 SL0528  ___________________________________________________________________
 SL0528  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 SL0528  DYNAMIC HT  -         286.623 (meters)     940.36  (feet)  COMP
 SL0528  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 SL0528
 SL0528  VERT ORDER  -  SECOND    CLASS 0
 SL0528
 SL0528.The horizontal coordinates were scaled from a topographic map and have
 SL0528.an estimated accuracy of +/- 6 seconds.
 SL0528
 SL0528.The orthometric height was determined by differential leveling
 SL0528.and adjusted by the National Geodetic Survey in June 1991..
 SL0528
 SL0528.The geoid height was determined by GEOID03.
 SL0528
 SL0528.The dynamic height is computed by dividing the NAVD 88
 SL0528.geopotential number by the normal gravity value computed on the
 SL0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0528.degrees latitude (g = 980.6199 gals.).
 SL0528
 SL0528.The modeled gravity was interpolated from observed gravity values.
 SL0528
 SL0528;                    North         East    Units  Estimated Accuracy
 SL0528;SPC ND N     -    60,920.      855,070.      MT  (+/- 180 meters Scaled)
 SL0528
 SL0528                          SUPERSEDED SURVEY CONTROL
 SL0528
 SL0528  NGVD 29 (??/??/92)  286.230  (m)          939.07   (f) ADJ UNCH    2 0
 SL0528
 SL0528.Superseded values are not recommended for survey control.
 SL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0528.See file dsdata.txt to determine how the superseded data were derived.
 SL0528
 SL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT420621(NAD 83)
 SL0528_MARKER: DB = BENCH MARK DISK
 SL0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0528_STAMPING: F 434 1964
 SL0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0528+STABILITY: SURFACE MOTION
 SL0528
 SL0528  HISTORY     - Date     Condition        Report By
 SL0528  HISTORY     - 1964     MONUMENTED       CGS
 SL0528
 SL0528                          STATION DESCRIPTION
 SL0528
 SL0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0528'2.8 MI SW FROM CUMMINGS.
 SL0528'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0528'CUMMINGS, THENCE 1.6 MILES WEST ALONG STATE HIGHWAY 7, IN S 2, T 146
 SL0528'N, R 51 W, 101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 SL0528'WEST OF THE CENTER LINE OF A T-ROAD LEADING SOUTH, 32 FEET WEST OF A
 SL0528'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 1.2 FEET EAST OF A METAL
 SL0528'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SL0528'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0463 ***********************************************************************
 SL0463  DESIGNATION -  F 435
 SL0463  PID         -  SL0463
 SL0463  STATE/COUNTY-  ND/TRAILL
 SL0463  USGS QUAD   -  HATTON SW (1970)
 SL0463
 SL0463                         *CURRENT SURVEY CONTROL
 SL0463  ___________________________________________________________________
 SL0463* NAD 83(1986)-  47 31 38.     (N)    097 28 22.     (W)     SCALED    
 SL0463* NAVD 88     -       320.049  (meters)    1050.03   (feet)  ADJUSTED  
 SL0463  ___________________________________________________________________
 SL0463  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 SL0463  DYNAMIC HT  -         320.090 (meters)    1050.16  (feet)  COMP
 SL0463  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SL0463
 SL0463  VERT ORDER  -  SECOND    CLASS 0
 SL0463
 SL0463.The horizontal coordinates were scaled from a topographic map and have
 SL0463.an estimated accuracy of +/- 6 seconds.
 SL0463
 SL0463.The orthometric height was determined by differential leveling
 SL0463.and adjusted by the National Geodetic Survey in June 1991..
 SL0463
 SL0463.The geoid height was determined by GEOID03.
 SL0463
 SL0463.The dynamic height is computed by dividing the NAVD 88
 SL0463.geopotential number by the normal gravity value computed on the
 SL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0463.degrees latitude (g = 980.6199 gals.).
 SL0463
 SL0463.The modeled gravity was interpolated from observed gravity values.
 SL0463
 SL0463;                    North         East    Units  Estimated Accuracy
 SL0463;SPC ND N     -    63,100.      827,900.      MT  (+/- 180 meters Scaled)
 SL0463
 SL0463                          SUPERSEDED SURVEY CONTROL
 SL0463
 SL0463  NGVD 29 (??/??/92)  319.704  (m)         1048.90   (f) ADJ UNCH    2 0
 SL0463
 SL0463.Superseded values are not recommended for survey control.
 SL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0463.See file dsdata.txt to determine how the superseded data were derived.
 SL0463
 SL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT149648(NAD 83)
 SL0463_MARKER: DB = BENCH MARK DISK
 SL0463_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0463_SP_SET: 32 FT
 SL0463_STAMPING: F 435 1964
 SL0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0463
 SL0463  HISTORY     - Date     Condition        Report By
 SL0463  HISTORY     - 1964     MONUMENTED       CGS
 SL0463
 SL0463                          STATION DESCRIPTION
 SL0463
 SL0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0463'6.65 MI NW FROM PORTLAND.
 SL0463'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE
 SL0463'GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 1.0 MILE NORTH
 SL0463'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 SL0463'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 7, IN SECTION 19, T 147 N, R
 SL0463'53 W, 1.0 MILE WEST OF THE JUNCTION OF STATE HIGHWAYS 7 AND 18, AT THE
 SL0463'INTERSECTION OF THE HIGHWAY AND THE GRAVELED STEELE-TRAILL COUNTY LINE
 SL0463'ROAD, 77 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 166 FEET EAST
 SL0463'OF THE CENTER LINE OF THE COUNTY LINE ROAD, 2 FEET WEST OF A TELEPHONE
 SL0463'POLE, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SL0463'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 SL0463'THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 4-INCH METAL
 SL0463'PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1327 ***********************************************************************
 TE1327  DESIGNATION -  F 436
 TE1327  PID         -  TE1327
 TE1327  STATE/COUNTY-  ND/BENSON
 TE1327  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1327
 TE1327                         *CURRENT SURVEY CONTROL
 TE1327  ___________________________________________________________________
 TE1327* NAD 83(1986)-  48 21 17.     (N)    099 47 01.     (W)     SCALED    
 TE1327* NAVD 88     -       493.272  (meters)    1618.34   (feet)  ADJUSTED  
 TE1327  ___________________________________________________________________
 TE1327  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TE1327  DYNAMIC HT  -         493.368 (meters)    1618.66  (feet)  COMP
 TE1327  MODELED GRAV-     980,788.3   (mgal)                       NAVD 88
 TE1327
 TE1327  VERT ORDER  -  FIRST     CLASS II
 TE1327
 TE1327.The horizontal coordinates were scaled from a topographic map and have
 TE1327.an estimated accuracy of +/- 6 seconds.
 TE1327
 TE1327.The orthometric height was determined by differential leveling
 TE1327.and adjusted by the National Geodetic Survey in June 1991..
 TE1327
 TE1327.The geoid height was determined by GEOID03.
 TE1327
 TE1327.The dynamic height is computed by dividing the NAVD 88
 TE1327.geopotential number by the normal gravity value computed on the
 TE1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1327.degrees latitude (g = 980.6199 gals.).
 TE1327
 TE1327.The modeled gravity was interpolated from observed gravity values.
 TE1327
 TE1327;                    North         East    Units  Estimated Accuracy
 TE1327;SPC ND N     -   150,870.      653,090.      MT  (+/- 180 meters Scaled)
 TE1327
 TE1327                          SUPERSEDED SURVEY CONTROL
 TE1327
 TE1327  NGVD 29 (??/??/92)  492.916  (m)         1617.18   (f) ADJ UNCH    1 2
 TE1327
 TE1327.Superseded values are not recommended for survey control.
 TE1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1327.See file dsdata.txt to determine how the superseded data were derived.
 TE1327
 TE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU419560(NAD 83)
 TE1327_MARKER: DB = BENCH MARK DISK
 TE1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1327_STAMPING: F 436 1964
 TE1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1327+STABILITY: SURFACE MOTION
 TE1327
 TE1327  HISTORY     - Date     Condition        Report By
 TE1327  HISTORY     - 1964     MONUMENTED       CGS
 TE1327  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1327
 TE1327                          STATION DESCRIPTION
 TE1327
 TE1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1327'1.0 MI SE FROM PLEASANT LAKE.
 TE1327'ABOUT 1.0 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1327'STATION AT PLEASANT LAKE, IN S 4, T 156 N, R 71 W, 14 POLES NORTHWEST
 TE1327'OF MILEPOST 132, AT A PRIVATE ROAD CROSSING, 138 FEET SOUTHWEST OF THE
 TE1327'SOUTHWEST RAIL, 20 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 34
 TE1327'FEET WEST OF A FENCE CORNER, 31 FEET SOUTHWEST OF A TELEGRAPH POLE, 2
 TE1327'FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE1327'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE1327'4 INCHES.
 TE1327
 TE1327                          STATION RECOVERY (1982)
 TE1327
 TE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1327'NOT RECOVERED, NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0185 ***********************************************************************
 TF0185  DESIGNATION -  F 437
 TF0185  PID         -  TF0185
 TF0185  STATE/COUNTY-  ND/MCHENRY
 TF0185  USGS QUAD   -  TOWNER SE (1954)
 TF0185
 TF0185                         *CURRENT SURVEY CONTROL
 TF0185  ___________________________________________________________________
 TF0185* NAD 83(1986)-  48 21 23.     (N)    100 20 44.     (W)     SCALED    
 TF0185* NAVD 88     -       456.378  (meters)    1497.30   (feet)  ADJUSTED  
 TF0185  ___________________________________________________________________
 TF0185  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TF0185  DYNAMIC HT  -         456.472 (meters)    1497.61  (feet)  COMP
 TF0185  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TF0185
 TF0185  VERT ORDER  -  FIRST     CLASS II
 TF0185
 TF0185.The horizontal coordinates were scaled from a topographic map and have
 TF0185.an estimated accuracy of +/- 6 seconds.
 TF0185
 TF0185.The orthometric height was determined by differential leveling
 TF0185.and adjusted by the National Geodetic Survey in June 1991..
 TF0185
 TF0185.The geoid height was determined by GEOID03.
 TF0185
 TF0185.The dynamic height is computed by dividing the NAVD 88
 TF0185.geopotential number by the normal gravity value computed on the
 TF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0185.degrees latitude (g = 980.6199 gals.).
 TF0185
 TF0185.The modeled gravity was interpolated from observed gravity values.
 TF0185
 TF0185;                    North         East    Units  Estimated Accuracy
 TF0185;SPC ND N     -   150,820.      611,450.      MT  (+/- 180 meters Scaled)
 TF0185
 TF0185                          SUPERSEDED SURVEY CONTROL
 TF0185
 TF0185  NGVD 29 (??/??/92)  456.010  (m)         1496.09   (f) ADJ UNCH    1 2
 TF0185
 TF0185.Superseded values are not recommended for survey control.
 TF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0185.See file dsdata.txt to determine how the superseded data were derived.
 TF0185
 TF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU003567(NAD 83)
 TF0185_MARKER: DB = BENCH MARK DISK
 TF0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0185_STAMPING: F 437 1964
 TF0185_MARK LOGO: CGS   
 TF0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0185+STABILITY: SURFACE MOTION
 TF0185
 TF0185  HISTORY     - Date     Condition        Report By
 TF0185  HISTORY     - 1964     MONUMENTED       CGS
 TF0185  HISTORY     - 1982     GOOD             NGS
 TF0185
 TF0185                          STATION DESCRIPTION
 TF0185
 TF0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0185'2.9 MI E FROM TOWNER.
 TF0185'ABOUT 2.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0185'AT TOWNER, OR ABOUT 4.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY
 TF0185'FROM THE STATION AT BERWICK, IN S 5, T 156 N, R 75 W, 145 FEET
 TF0185'SOUTHEAST OF THE CENTER OF A TRAIL ROAD CROSSING, 101 FEET SOUTH OF
 TF0185'THE SOUTH RAIL, 113 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 5
 TF0185'1/2 FEET EAST OF A TELEGRAPH POLE, 1.6 FEET WEST OF A METAL WITNESS
 TF0185'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TF0185'A CONCRETE POST PROJECTING 6 INCHES.
 TF0185
 TF0185                          STATION RECOVERY (1982)
 TF0185
 TF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0185'RECOVERED THIS DATE.  NOTE, 5.0 KM (3.1 MI) EAST ALONG U.S. HIGHWAY
 TF0185'2 FROM THE JUNCTION OF STATE ROUTE 14 NORTH IN TOWNER, THENCE 0.2 KM
 TF0185'(0.15 MI) NORTH ALONG A TRACK DIRT ROAD AT THE CROSSING OF THE
 TF0185'BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1373 ***********************************************************************
 TE1373  DESIGNATION -  F 438
 TE1373  PID         -  TE1373
 TE1373  STATE/COUNTY-  ND/PIERCE
 TE1373  USGS QUAD   -  RUGBY (1980)
 TE1373
 TE1373                         *CURRENT SURVEY CONTROL
 TE1373  ___________________________________________________________________
 TE1373* NAD 83(1986)-  48 16 03.     (N)    099 59 53.     (W)     SCALED    
 TE1373* NAVD 88     -       470.860  (meters)    1544.81   (feet)  ADJUSTED  
 TE1373  ___________________________________________________________________
 TE1373  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 TE1373  DYNAMIC HT  -         470.949 (meters)    1545.11  (feet)  COMP
 TE1373  MODELED GRAV-     980,785.6   (mgal)                       NAVD 88
 TE1373
 TE1373  VERT ORDER  -  SECOND    CLASS 0
 TE1373
 TE1373.The horizontal coordinates were scaled from a topographic map and have
 TE1373.an estimated accuracy of +/- 6 seconds.
 TE1373
 TE1373.The orthometric height was determined by differential leveling
 TE1373.and adjusted by the National Geodetic Survey in June 1991..
 TE1373
 TE1373.The geoid height was determined by GEOID03.
 TE1373
 TE1373.The dynamic height is computed by dividing the NAVD 88
 TE1373.geopotential number by the normal gravity value computed on the
 TE1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1373.degrees latitude (g = 980.6199 gals.).
 TE1373
 TE1373.The modeled gravity was interpolated from observed gravity values.
 TE1373
 TE1373;                    North         East    Units  Estimated Accuracy
 TE1373;SPC ND N     -   141,040.      637,260.      MT  (+/- 180 meters Scaled)
 TE1373
 TE1373                          SUPERSEDED SURVEY CONTROL
 TE1373
 TE1373  NGVD 29 (??/??/92)  470.502  (m)         1543.64   (f) ADJ UNCH    2 0
 TE1373
 TE1373.Superseded values are not recommended for survey control.
 TE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1373.See file dsdata.txt to determine how the superseded data were derived.
 TE1373
 TE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU259465(NAD 83)
 TE1373_MARKER: DB = BENCH MARK DISK
 TE1373_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1373_SP_SET: 16 FEET
 TE1373_STAMPING: F 438 1964
 TE1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1373
 TE1373  HISTORY     - Date     Condition        Report By
 TE1373  HISTORY     - 1964     MONUMENTED       CGS
 TE1373
 TE1373                          STATION DESCRIPTION
 TE1373
 TE1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1373'7.15 MI S FROM RUGBY.
 TE1373'ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1373'AT RUGBY, THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 3, IN SECTION 12,
 TE1373'T 155 N, R 73 W, AT A ROAD JUNCTION, 101 FEET EAST OF THE CENTERLINE
 TE1373'OF THE HIGHWAY, 143 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 TE1373'EAST, 99 FEET NORTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 0.7 FOOT
 TE1373'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 TE1373'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 TE1373'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 4-INCH IRON PIPE WHICH
 TE1373'PROJECTS 4 INCHES.  NOTE-- THIS MARK IS ALSO 1.8 MILES EAST ALONG A
 TE1373'GRAVELED ROAD FROM THE SOO LINE RAILROAD STATION AT BALTA, THENCE 7.0
 TE1373'MILES NORTH ALONG STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0175 ***********************************************************************
 RQ0175  DESIGNATION -  F 44
 RQ0175  PID         -  RQ0175
 RQ0175  STATE/COUNTY-  ND/DICKEY
 RQ0175  USGS QUAD   -  MONANGO (1982)
 RQ0175
 RQ0175                         *CURRENT SURVEY CONTROL
 RQ0175  ___________________________________________________________________
 RQ0175* NAD 83(1986)-  46 09 43.     (N)    098 36 30.     (W)     SCALED    
 RQ0175* NAVD 88     -       459.815  (meters)    1508.58   (feet)  ADJUSTED  
 RQ0175  ___________________________________________________________________
 RQ0175  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0175  DYNAMIC HT  -         459.809 (meters)    1508.56  (feet)  COMP
 RQ0175  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RQ0175
 RQ0175  VERT ORDER  -  SECOND    CLASS 0
 RQ0175
 RQ0175.The horizontal coordinates were scaled from a topographic map and have
 RQ0175.an estimated accuracy of +/- 6 seconds.
 RQ0175
 RQ0175.The orthometric height was determined by differential leveling
 RQ0175.and adjusted by the National Geodetic Survey in June 1991..
 RQ0175
 RQ0175.The geoid height was determined by GEOID03.
 RQ0175
 RQ0175.The dynamic height is computed by dividing the NAVD 88
 RQ0175.geopotential number by the normal gravity value computed on the
 RQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0175.degrees latitude (g = 980.6199 gals.).
 RQ0175
 RQ0175.The modeled gravity was interpolated from observed gravity values.
 RQ0175
 RQ0175;                    North         East    Units  Estimated Accuracy
 RQ0175;SPC ND S     -    56,810.      746,090.      MT  (+/- 180 meters Scaled)
 RQ0175
 RQ0175                          SUPERSEDED SURVEY CONTROL
 RQ0175
 RQ0175  NGVD 29 (??/??/92)  459.443  (m)         1507.36   (f) ADJ UNCH    2 0
 RQ0175
 RQ0175.Superseded values are not recommended for survey control.
 RQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0175.See file dsdata.txt to determine how the superseded data were derived.
 RQ0175
 RQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS302121(NAD 83)
 RQ0175_MARKER: DB = BENCH MARK DISK
 RQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0175_STAMPING: F 44 1934
 RQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0175+STABILITY: SURFACE MOTION
 RQ0175
 RQ0175  HISTORY     - Date     Condition        Report By
 RQ0175  HISTORY     - 1934     MONUMENTED       CGS
 RQ0175  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0175
 RQ0175                          STATION DESCRIPTION
 RQ0175
 RQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0175'2.4 MI SW FROM MONANGO.
 RQ0175'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0175'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, DICKEY COUNTY,
 RQ0175'THENCE 1.0 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0175'MARIE RAILROAD.  12 POLES EAST OF MILEPOST 290, AT A PUBLIC-ROAD
 RQ0175'CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET WEST
 RQ0175'OF THE CENTERLINE OF THE ROAD, 8 FEET SOUTH OF A FENCE, 5 FEET WEST OF
 RQ0175'A POLE, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 RQ0175'STAMPED F 44 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 RQ0175'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0175'LINE RAILROAD.
 RQ0175
 RQ0175                          STATION RECOVERY (1977)
 RQ0175
 RQ0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0605 ***********************************************************************
 SL0605  DESIGNATION -  F 441
 SL0605  PID         -  SL0605
 SL0605  STATE/COUNTY-  ND/STEELE
 SL0605  USGS QUAD   -  HOPE (1968)
 SL0605
 SL0605                         *CURRENT SURVEY CONTROL
 SL0605  ___________________________________________________________________
 SL0605* NAD 83(1986)-  47 18 33.     (N)    097 42 51.     (W)     SCALED    
 SL0605* NAVD 88     -       372.331  (meters)    1221.56   (feet)  ADJUSTED  
 SL0605  ___________________________________________________________________
 SL0605  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL0605  DYNAMIC HT  -         372.379 (meters)    1221.71  (feet)  COMP
 SL0605  MODELED GRAV-     980,730.0   (mgal)                       NAVD 88
 SL0605
 SL0605  VERT ORDER  -  SECOND    CLASS 0
 SL0605
 SL0605.The horizontal coordinates were scaled from a topographic map and have
 SL0605.an estimated accuracy of +/- 6 seconds.
 SL0605
 SL0605.The orthometric height was determined by differential leveling
 SL0605.and adjusted by the National Geodetic Survey in June 1991..
 SL0605
 SL0605.The geoid height was determined by GEOID03.
 SL0605
 SL0605.The dynamic height is computed by dividing the NAVD 88
 SL0605.geopotential number by the normal gravity value computed on the
 SL0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0605.degrees latitude (g = 980.6199 gals.).
 SL0605
 SL0605.The modeled gravity was interpolated from observed gravity values.
 SL0605
 SL0605;                    North         East    Units  Estimated Accuracy
 SL0605;SPC ND N     -    38,180.      810,610.      MT  (+/- 180 meters Scaled)
 SL0605
 SL0605                          SUPERSEDED SURVEY CONTROL
 SL0605
 SL0605  NGVD 29 (??/??/92)  371.988  (m)         1220.43   (f) ADJ UNCH    2 0
 SL0605
 SL0605.Superseded values are not recommended for survey control.
 SL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0605.See file dsdata.txt to determine how the superseded data were derived.
 SL0605
 SL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT971403(NAD 83)
 SL0605_MARKER: DB = BENCH MARK DISK
 SL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0605_STAMPING: F 441 1964
 SL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0605+STABILITY: SURFACE MOTION
 SL0605
 SL0605  HISTORY     - Date     Condition        Report By
 SL0605  HISTORY     - 1964     MONUMENTED       CGS
 SL0605
 SL0605                          STATION DESCRIPTION
 SL0605
 SL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0605'0.9 MI SE FROM HOPE.
 SL0605'0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0605'AT HOPE, IN SECTION 1, R 56 W, T 144 N, NEAR A ROAD CROSSING, ABOUT 8
 SL0605'POLES NORTHWEST OF MILEPOLE 38, 180 FEET NORTHWEST OF THE CENTER OF
 SL0605'ROAD CROSSING MAIN TRACK, 100 FEET NORTHEAST OF THE CENTER LINE OF
 SL0605'STATE HIGHWAY 38, 48.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 1/2
 SL0605'FEET SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET NORTHWEST OF A METAL
 SL0605'WITNESS POST, 5 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 SL0605'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0746 ***********************************************************************
 SL0746  DESIGNATION -  F 442
 SL0746  PID         -  SL0746
 SL0746  STATE/COUNTY-  ND/STEELE
 SL0746  USGS QUAD   -  LUVERNE (1967)
 SL0746
 SL0746                         *CURRENT SURVEY CONTROL
 SL0746  ___________________________________________________________________
 SL0746* NAD 83(1986)-  47 19 32.     (N)    097 55 05.     (W)     SCALED    
 SL0746* NAVD 88     -       459.015  (meters)    1505.95   (feet)  ADJUSTED  
 SL0746  ___________________________________________________________________
 SL0746  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0746  DYNAMIC HT  -         459.056 (meters)    1506.09  (feet)  COMP
 SL0746  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 SL0746
 SL0746  VERT ORDER  -  SECOND    CLASS 0
 SL0746
 SL0746.The horizontal coordinates were scaled from a topographic map and have
 SL0746.an estimated accuracy of +/- 6 seconds.
 SL0746
 SL0746.The orthometric height was determined by differential leveling
 SL0746.and adjusted by the National Geodetic Survey in June 1991..
 SL0746
 SL0746.The geoid height was determined by GEOID03.
 SL0746
 SL0746.The dynamic height is computed by dividing the NAVD 88
 SL0746.geopotential number by the normal gravity value computed on the
 SL0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0746.degrees latitude (g = 980.6199 gals.).
 SL0746
 SL0746.The modeled gravity was interpolated from observed gravity values.
 SL0746
 SL0746;                    North         East    Units  Estimated Accuracy
 SL0746;SPC ND N     -    39,470.      795,140.      MT  (+/- 180 meters Scaled)
 SL0746
 SL0746                          SUPERSEDED SURVEY CONTROL
 SL0746
 SL0746  NGVD 29 (??/??/92)  458.649  (m)         1504.75   (f) ADJ UNCH    2 0
 SL0746
 SL0746.Superseded values are not recommended for survey control.
 SL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0746.See file dsdata.txt to determine how the superseded data were derived.
 SL0746
 SL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT817419(NAD 83)
 SL0746_MARKER: DB = BENCH MARK DISK
 SL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0746_STAMPING: F 442 1964
 SL0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0746+STABILITY: SURFACE MOTION
 SL0746
 SL0746  HISTORY     - Date     Condition        Report By
 SL0746  HISTORY     - 1964     MONUMENTED       CGS
 SL0746  HISTORY     - 1968     GOOD             USAF
 SL0746
 SL0746                          STATION DESCRIPTION
 SL0746
 SL0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0746'9.3 MI W FROM HOPE.
 SL0746'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE 9.0
 SL0746'MILES WEST ALONG STATE HIGHWAY 38, ABOUT 1.0 MILE EAST OF THE JUNCTION
 SL0746'OF A GRAVELED ROAD LEADING SOUTH TO LUVERNE, NEAR THE JUNCTION OF A
 SL0746'GRAVELED ROAD LEADING SOUTH, IN SECTION 4, R 57 W, T 144 N, 115 FEET
 SL0746'SOUTHEAST OF THE APPROXIMATE CENTER OF JUNCTION, 105 FEET SOUTH OF THE
 SL0746'CENTER LINE OF THE HIGHWAY, 57 FEET EAST OF THE CENTER LINE OF THE
 SL0746'GRAVELED ROAD, 47 1/2 FEET SOUTH OF A FENCE CORNER, 125 FEET NORTHWEST
 SL0746'OF A POWER LINE POLE, 1 FOOT WEST OF A FENCE LINE, 2.1 FEET NORTH OF A
 SL0746'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD SOUTH AND SET
 SL0746'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 SL0746'THE GROUND.
 SL0746
 SL0746                          STATION RECOVERY (1968)
 SL0746
 SL0746'RECOVERY NOTE BY US AIR FORCE 1968
 SL0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0659 ***********************************************************************
 SL0659  DESIGNATION -  F 443
 SL0659  PID         -  SL0659
 SL0659  STATE/COUNTY-  ND/STEELE
 SL0659  USGS QUAD   -  LUVERNE (1967)
 SL0659
 SL0659                         *CURRENT SURVEY CONTROL
 SL0659  ___________________________________________________________________
 SL0659* NAD 83(1986)-  47 15 09.     (N)    097 56 23.     (W)     SCALED    
 SL0659* NAVD 88     -       440.990  (meters)    1446.81   (feet)  ADJUSTED  
 SL0659  ___________________________________________________________________
 SL0659  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0659  DYNAMIC HT  -         441.025 (meters)    1446.93  (feet)  COMP
 SL0659  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 SL0659
 SL0659  VERT ORDER  -  SECOND    CLASS 0
 SL0659
 SL0659.The horizontal coordinates were scaled from a topographic map and have
 SL0659.an estimated accuracy of +/- 6 seconds.
 SL0659
 SL0659.The orthometric height was determined by differential leveling
 SL0659.and adjusted by the National Geodetic Survey in June 1991..
 SL0659
 SL0659.The geoid height was determined by GEOID03.
 SL0659
 SL0659.The dynamic height is computed by dividing the NAVD 88
 SL0659.geopotential number by the normal gravity value computed on the
 SL0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0659.degrees latitude (g = 980.6199 gals.).
 SL0659
 SL0659.The modeled gravity was interpolated from observed gravity values.
 SL0659
 SL0659;                    North         East    Units  Estimated Accuracy
 SL0659;SPC ND N     -    31,300.      793,780.      MT  (+/- 180 meters Scaled)
 SL0659
 SL0659                          SUPERSEDED SURVEY CONTROL
 SL0659
 SL0659  NGVD 29 (??/??/92)  440.626  (m)         1445.62   (f) ADJ UNCH    2 0
 SL0659
 SL0659.Superseded values are not recommended for survey control.
 SL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0659.See file dsdata.txt to determine how the superseded data were derived.
 SL0659
 SL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT802337(NAD 83)
 SL0659_MARKER: DB = BENCH MARK DISK
 SL0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0659_SP_SET: ABUTMENT
 SL0659_STAMPING: F 443 1964
 SL0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0659
 SL0659  HISTORY     - Date     Condition        Report By
 SL0659  HISTORY     - 1964     MONUMENTED       CGS
 SL0659
 SL0659                          STATION DESCRIPTION
 SL0659
 SL0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0659'IN LUVERNE.
 SL0659'AT LUVERNE, AT THE OVERPASS OVER THE GREAT NORTHERN RAILWAY, IN
 SL0659'SECTION 32, R 57 W, T 144 N, SET ON THE TOP OF THE EAST END OF THE
 SL0659'SOUTH CONCRETE ABUTMENT OF THE OVERPASS, 15 FEET EAST OF THE CENTER
 SL0659'LINE OF ROAD, 5.2 FEET WEST OF THE EAST END OF THE ABUTMENT AND 3 FEET
 SL0659'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0762 ***********************************************************************
 SL0762  DESIGNATION -  F 444
 SL0762  PID         -  SL0762
 SL0762  STATE/COUNTY-  ND/STEELE
 SL0762  USGS QUAD   -  LUVERNE (1967)
 SL0762
 SL0762                         *CURRENT SURVEY CONTROL
 SL0762  ___________________________________________________________________
 SL0762* NAD 83(1986)-  47 15 36.     (N)    097 53 49.     (W)     SCALED    
 SL0762* NAVD 88     -       435.787  (meters)    1429.74   (feet)  ADJUSTED  
 SL0762  ___________________________________________________________________
 SL0762  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 SL0762  DYNAMIC HT  -         435.823 (meters)    1429.86  (feet)  COMP
 SL0762  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SL0762
 SL0762  VERT ORDER  -  SECOND    CLASS 0
 SL0762
 SL0762.The horizontal coordinates were scaled from a topographic map and have
 SL0762.an estimated accuracy of +/- 6 seconds.
 SL0762
 SL0762.The orthometric height was determined by differential leveling
 SL0762.and adjusted by the National Geodetic Survey in June 1991..
 SL0762
 SL0762.The geoid height was determined by GEOID03.
 SL0762
 SL0762.The dynamic height is computed by dividing the NAVD 88
 SL0762.geopotential number by the normal gravity value computed on the
 SL0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0762.degrees latitude (g = 980.6199 gals.).
 SL0762
 SL0762.The modeled gravity was interpolated from observed gravity values.
 SL0762
 SL0762;                    North         East    Units  Estimated Accuracy
 SL0762;SPC ND N     -    32,240.      796,990.      MT  (+/- 180 meters Scaled)
 SL0762
 SL0762                          SUPERSEDED SURVEY CONTROL
 SL0762
 SL0762  NGVD 29 (??/??/92)  435.422  (m)         1428.55   (f) ADJ UNCH    2 0
 SL0762
 SL0762.Superseded values are not recommended for survey control.
 SL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0762.See file dsdata.txt to determine how the superseded data were derived.
 SL0762
 SL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT834346(NAD 83)
 SL0762_MARKER: DB = BENCH MARK DISK
 SL0762_SETTING: 0 = UNSPECIFIED SETTING
 SL0762_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 SL0762_STAMPING: F 444 1964
 SL0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0762
 SL0762  HISTORY     - Date     Condition        Report By
 SL0762  HISTORY     - 1964     MONUMENTED       CGS
 SL0762
 SL0762                          STATION DESCRIPTION
 SL0762
 SL0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0762'2.55 MI NE FROM LUVERNE.
 SL0762'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0762'NORTHERN RAILWAY AT LUVERNE, THENCE 2.0 MILES EAST ALONG A GRAVELED
 SL0762'ROAD, THENCE 0.35 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 27, R
 SL0762'57 W, T 144 N, 779 FEET NORTH OF AND ACROSS ROAD FROM BENCH MARK L
 SL0762'443, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 363 FEET SOUTH OF A
 SL0762'SMALL RISE IN ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 SL0762'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 SL0762'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0013 ***********************************************************************
 TE0013  DESIGNATION -  F 445 RESET
 TE0013  PID         -  TE0013
 TE0013  STATE/COUNTY-  ND/CAVALIER
 TE0013  USGS QUAD   -  MAIDA (1967)
 TE0013
 TE0013                         *CURRENT SURVEY CONTROL
 TE0013  ___________________________________________________________________
 TE0013* NAD 83(1986)-  48 53 30.     (N)    098 20 35.     (W)     SCALED    
 TE0013* NAVD 88     -       481.04   (+/-2cm)    1578.2    (feet)  VERTCON   
 TE0013  ___________________________________________________________________
 TE0013  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE0013
 TE0013  VERT ORDER  -  THIRD (See Below)
 TE0013
 TE0013.The horizontal coordinates were scaled from a topographic map and have
 TE0013.an estimated accuracy of +/- 6 seconds.
 TE0013
 TE0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0013.The vertical order pertains to the NGVD 29 superseded value.
 TE0013
 TE0013.The geoid height was determined by GEOID03.
 TE0013
 TE0013;                    North         East    Units  Estimated Accuracy
 TE0013;SPC ND N     -   212,550.      758,150.      MT  (+/- 180 meters Scaled)
 TE0013
 TE0013                          SUPERSEDED SURVEY CONTROL
 TE0013
 TE0013  NGVD 29 (??/??/??)  480.66   (m)         1577.0    (f) RESET       3  
 TE0013
 TE0013.Superseded values are not recommended for survey control.
 TE0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0013.See file dsdata.txt to determine how the superseded data were derived.
 TE0013
 TE0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV481156(NAD 83)
 TE0013_MARKER: DB = BENCH MARK DISK
 TE0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0013_STAMPING: F 445 RESET 1965
 TE0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0013+STABILITY: SURFACE MOTION
 TE0013
 TE0013  HISTORY     - Date     Condition        Report By
 TE0013  HISTORY     - 1965     MONUMENTED       CGS
 TE0013
 TE0013                          STATION DESCRIPTION
 TE0013
 TE0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TE0013'8.4 MI SE FROM MAIDA.
 TE0013'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOM HOUSE AT
 TE0013'MAIDA, THENCE 1 MILE EAST ALONG A COUNTY ROAD, AT THE JUNCTION OF A
 TE0013'ROAD LEADING SOUTH, 72 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD,
 TE0013'21 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 12 FEET NORTH OF
 TE0013'THE EAST END OF A METAL CULVERT, 2 FEET WEST OF A METAL WITNESS POST,
 TE0013'AND 1.5 FEET EAST OF A POWERLINE POLE.  A STANDARD DISK SET IN THE TOP
 TE0013'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0596 ***********************************************************************
 RP0596  DESIGNATION -  F 446
 RP0596  PID         -  RP0596
 RP0596  STATE/COUNTY-  ND/BARNES
 RP0596  USGS QUAD   -  TOWER CITY (1967)
 RP0596
 RP0596                         *CURRENT SURVEY CONTROL
 RP0596  ___________________________________________________________________
 RP0596* NAD 83(1986)-  46 56 03.     (N)    097 41 59.     (W)     SCALED    
 RP0596* NAVD 88     -       360.331  (meters)    1182.19   (feet)  ADJUSTED  
 RP0596  ___________________________________________________________________
 RP0596  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 RP0596  DYNAMIC HT  -         360.361 (meters)    1182.28  (feet)  COMP
 RP0596  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 RP0596
 RP0596  VERT ORDER  -  FIRST     CLASS II
 RP0596
 RP0596.The horizontal coordinates were scaled from a topographic map and have
 RP0596.an estimated accuracy of +/- 6 seconds.
 RP0596
 RP0596.The orthometric height was determined by differential leveling
 RP0596.and adjusted by the National Geodetic Survey in June 1991..
 RP0596
 RP0596.The geoid height was determined by GEOID03.
 RP0596
 RP0596.The dynamic height is computed by dividing the NAVD 88
 RP0596.geopotential number by the normal gravity value computed on the
 RP0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0596.degrees latitude (g = 980.6199 gals.).
 RP0596
 RP0596.The modeled gravity was interpolated from observed gravity values.
 RP0596
 RP0596;                    North         East    Units  Estimated Accuracy
 RP0596;SPC ND S     -   144,690.      813,180.      MT  (+/- 180 meters Scaled)
 RP0596
 RP0596                          SUPERSEDED SURVEY CONTROL
 RP0596
 RP0596  NGVD 29 (??/??/92)  359.981  (m)         1181.04   (f) ADJ UNCH    1 2
 RP0596
 RP0596.Superseded values are not recommended for survey control.
 RP0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0596.See file dsdata.txt to determine how the superseded data were derived.
 RP0596
 RP0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS989986(NAD 83)
 RP0596_MARKER: DB = BENCH MARK DISK
 RP0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0596_STAMPING: F 446 1964
 RP0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0596+STABILITY: SURFACE MOTION
 RP0596
 RP0596  HISTORY     - Date     Condition        Report By
 RP0596  HISTORY     - 1964     MONUMENTED       CGS
 RP0596  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0596
 RP0596                          STATION DESCRIPTION
 RP0596
 RP0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0596'1.95 MI W FROM TOWER CITY.
 RP0596'ABOUT 1.35 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0596'STATION AT TOWER CITY, THENCE 0.45 MILE NORTH ALONG A SECTION ROAD,
 RP0596'THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 13, R 56 W, T
 RP0596'140 N, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 724 FEET EAST OF
 RP0596'THE CENTER OF THE INTERSECTION OF ROADS, 2 1/2 FEET WEST OF A METAL
 RP0596'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 RP0596'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0596
 RP0596                          STATION RECOVERY (1982)
 RP0596
 RP0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0596'NOT RECOVERED, INACCURATE DESCRIPTION, ALSO, POSSIBLY GRADED OUT BY
 RP0596'FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0585 ***********************************************************************
 SL0585  DESIGNATION -  F 447
 SL0585  PID         -  SL0585
 SL0585  STATE/COUNTY-  ND/CASS
 SL0585  USGS QUAD   -  PAGE SE (1967)
 SL0585
 SL0585                         *CURRENT SURVEY CONTROL
 SL0585  ___________________________________________________________________
 SL0585* NAD 83(1986)-  47 07 22.     (N)    097 34 41.     (W)     SCALED    
 SL0585* NAVD 88     -       358.055  (meters)    1174.72   (feet)  ADJUSTED  
 SL0585  ___________________________________________________________________
 SL0585  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 SL0585  DYNAMIC HT  -         358.093 (meters)    1174.84  (feet)  COMP
 SL0585  MODELED GRAV-     980,706.8   (mgal)                       NAVD 88
 SL0585
 SL0585  VERT ORDER  -  SECOND    CLASS 0
 SL0585
 SL0585.The horizontal coordinates were scaled from a topographic map and have
 SL0585.an estimated accuracy of +/- 6 seconds.
 SL0585
 SL0585.The orthometric height was determined by differential leveling
 SL0585.and adjusted by the National Geodetic Survey in June 1991..
 SL0585
 SL0585.The geoid height was determined by GEOID03.
 SL0585
 SL0585.The dynamic height is computed by dividing the NAVD 88
 SL0585.geopotential number by the normal gravity value computed on the
 SL0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0585.degrees latitude (g = 980.6199 gals.).
 SL0585
 SL0585.The modeled gravity was interpolated from observed gravity values.
 SL0585
 SL0585;                    North         East    Units  Estimated Accuracy
 SL0585;SPC ND S     -   165,980.      821,660.      MT  (+/- 180 meters Scaled)
 SL0585
 SL0585                          SUPERSEDED SURVEY CONTROL
 SL0585
 SL0585  NGVD 29 (??/??/92)  357.711  (m)         1173.59   (f) ADJ UNCH    2 0
 SL0585
 SL0585.Superseded values are not recommended for survey control.
 SL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0585.See file dsdata.txt to determine how the superseded data were derived.
 SL0585
 SL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT078197(NAD 83)
 SL0585_MARKER: DB = BENCH MARK DISK
 SL0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0585_SP_SET: CONCRETE POST
 SL0585_STAMPING: F 447 1964
 SL0585_MARK LOGO: CGS   
 SL0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0585+STABILITY: SURFACE MOTION
 SL0585
 SL0585  HISTORY     - Date     Condition        Report By
 SL0585  HISTORY     - 1964     MONUMENTED       CGS
 SL0585  HISTORY     - 1967     GOOD             DOD
 SL0585  HISTORY     - 19910421 GOOD             NDWC
 SL0585
 SL0585                          STATION DESCRIPTION
 SL0585
 SL0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0585'2.4 MI S FROM PAGE.
 SL0585'2.4 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY
 SL0585'STATION AT PAGE, IN SECTION 18, R 54 W, T 142 N, AT A ROAD
 SL0585'INTERSECTION, 97 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET
 SL0585'SOUTH OF THE CENTER LINE OF THE EASTWEST ROAD, 142 FEET SOUTHEAST OF
 SL0585'THE APPROXIMATE CENTER OF THE INTERSECTION, 1 1/2 FEET WEST OF A WHITE
 SL0585'WOODEN WITNESS POST THAT IS 4 1/2 FEET HIGH, 1 1/2 FEET EAST OF A
 SL0585'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 SL0585'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 SL0585'GROUND.  NOTE-- WOODEN WITNESS POST IS MISSING.
 SL0585
 SL0585                          STATION RECOVERY (1967)
 SL0585
 SL0585'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 SL0585'RECOVERED IN GOOD CONDITION.
 SL0585
 SL0585                          STATION RECOVERY (1991)
 SL0585
 SL0585'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SL0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0770 ***********************************************************************
 SL0770  DESIGNATION -  F 448
 SL0770  PID         -  SL0770
 SL0770  STATE/COUNTY-  ND/CASS
 SL0770  USGS QUAD   -  COLGATE (1967)
 SL0770
 SL0770                         *CURRENT SURVEY CONTROL
 SL0770  ___________________________________________________________________
 SL0770* NAD 83(1986)-  47 11 45.     (N)    097 38 32.     (W)     SCALED    
 SL0770* NAVD 88     -       355.229  (meters)    1165.45   (feet)  ADJUSTED  
 SL0770  ___________________________________________________________________
 SL0770  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL0770  DYNAMIC HT  -         355.270 (meters)    1165.58  (feet)  COMP
 SL0770  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 SL0770
 SL0770  VERT ORDER  -  SECOND    CLASS 0
 SL0770
 SL0770.The horizontal coordinates were scaled from a topographic map and have
 SL0770.an estimated accuracy of +/- 6 seconds.
 SL0770
 SL0770.The orthometric height was determined by differential leveling
 SL0770.and adjusted by the National Geodetic Survey in June 1991..
 SL0770
 SL0770.The geoid height was determined by GEOID03.
 SL0770
 SL0770.The dynamic height is computed by dividing the NAVD 88
 SL0770.geopotential number by the normal gravity value computed on the
 SL0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0770.degrees latitude (g = 980.6199 gals.).
 SL0770
 SL0770.The modeled gravity was interpolated from observed gravity values.
 SL0770
 SL0770;                    North         East    Units  Estimated Accuracy
 SL0770;SPC ND S     -   173,920.      816,500.      MT  (+/- 180 meters Scaled)
 SL0770
 SL0770                          SUPERSEDED SURVEY CONTROL
 SL0770
 SL0770  NGVD 29 (??/??/92)  354.888  (m)         1164.33   (f) ADJ UNCH    2 0
 SL0770
 SL0770.Superseded values are not recommended for survey control.
 SL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0770.See file dsdata.txt to determine how the superseded data were derived.
 SL0770
 SL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT028278(NAD 83)
 SL0770_MARKER: DB = BENCH MARK DISK
 SL0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0770_STAMPING: F 448 1964
 SL0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0770+STABILITY: SURFACE MOTION
 SL0770
 SL0770  HISTORY     - Date     Condition        Report By
 SL0770  HISTORY     - 1964     MONUMENTED       CGS
 SL0770  HISTORY     - 1967     GOOD             USAF
 SL0770
 SL0770                          STATION DESCRIPTION
 SL0770
 SL0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0770'4.6 MI NW FROM PAGE.
 SL0770'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0770'RAILWAY STATION AT PAGE, THENCE 1.55 MILES WEST ALONG A GRAVELED ROAD,
 SL0770'NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION 16, R 55 W, T
 SL0770'143 N, 42 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 30 1/2
 SL0770'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 52 FEET NORTHWEST
 SL0770'OF THE APPROXIMATE CENTER OF THE INTERSECTION, 24 FEET SOUTHEAST OF A
 SL0770'POWER LINE POLE, 2 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW THE
 SL0770'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0770'INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0770
 SL0770                          STATION RECOVERY (1967)
 SL0770
 SL0770'RECOVERY NOTE BY US AIR FORCE 1967
 SL0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0621 ***********************************************************************
 RP0621  DESIGNATION -  F 449
 RP0621  PID         -  RP0621
 RP0621  STATE/COUNTY-  ND/CASS
 RP0621  USGS QUAD   -  BUFFALO (1967)
 RP0621
 RP0621                         *CURRENT SURVEY CONTROL
 RP0621  ___________________________________________________________________
 RP0621* NAD 83(1986)-  46 58 43.     (N)    097 33 30.     (W)     SCALED    
 RP0621* NAVD 88     -       364.622  (meters)    1196.26   (feet)  ADJUSTED  
 RP0621  ___________________________________________________________________
 RP0621  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 RP0621  DYNAMIC HT  -         364.654 (meters)    1196.37  (feet)  COMP
 RP0621  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 RP0621
 RP0621  VERT ORDER  -  SECOND    CLASS 0
 RP0621
 RP0621.The horizontal coordinates were scaled from a topographic map and have
 RP0621.an estimated accuracy of +/- 6 seconds.
 RP0621
 RP0621.The orthometric height was determined by differential leveling
 RP0621.and adjusted by the National Geodetic Survey in June 1991..
 RP0621
 RP0621.The geoid height was determined by GEOID03.
 RP0621
 RP0621.The dynamic height is computed by dividing the NAVD 88
 RP0621.geopotential number by the normal gravity value computed on the
 RP0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0621.degrees latitude (g = 980.6199 gals.).
 RP0621
 RP0621.The modeled gravity was interpolated from observed gravity values.
 RP0621
 RP0621;                    North         East    Units  Estimated Accuracy
 RP0621;SPC ND S     -   150,020.      823,760.      MT  (+/- 180 meters Scaled)
 RP0621
 RP0621                          SUPERSEDED SURVEY CONTROL
 RP0621
 RP0621  NGVD 29 (??/??/92)  364.269  (m)         1195.11   (f) ADJ UNCH    2 0
 RP0621
 RP0621.Superseded values are not recommended for survey control.
 RP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0621.See file dsdata.txt to determine how the superseded data were derived.
 RP0621
 RP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT096037(NAD 83)
 RP0621_MARKER: DB = BENCH MARK DISK
 RP0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0621_SP_SET: 32 FEET
 RP0621_STAMPING: F 449 1964
 RP0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0621
 RP0621  HISTORY     - Date     Condition        Report By
 RP0621  HISTORY     - 1964     MONUMENTED       CGS
 RP0621  HISTORY     - 1982     GOOD             NGS
 RP0621
 RP0621                          STATION DESCRIPTION
 RP0621
 RP0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0621'4.0 MI N FROM BUFFALO.
 RP0621'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 RP0621'NORTHERN PACIFIC RAILWAY AT BUFFALO, AT A ROAD INTERSECTION, IN
 RP0621'SECTION 31, R 54 W, T 140 N, 101 FEET WEST OF THE CENTER LINE OF THE
 RP0621'HIGHWAY, 190 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 215
 RP0621'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 2 FEET
 RP0621'NORTH OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, 4
 RP0621'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A
 RP0621'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 RP0621'INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 RP0621'DEPTH OF 32 FEET.
 RP0621
 RP0621                          STATION RECOVERY (1982)
 RP0621
 RP0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0049 ***********************************************************************
 RQ0049  DESIGNATION -  F 45
 RQ0049  PID         -  RQ0049
 RQ0049  STATE/COUNTY-  ND/LA MOURE
 RQ0049  USGS QUAD   -  MARION (1970)
 RQ0049
 RQ0049                         *CURRENT SURVEY CONTROL
 RQ0049  ___________________________________________________________________
 RQ0049* NAD 83(1986)-  46 37 19.     (N)    098 17 25.     (W)     SCALED    
 RQ0049* NAVD 88     -       442.439  (meters)    1451.57   (feet)  ADJUSTED  
 RQ0049  ___________________________________________________________________
 RQ0049  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 RQ0049  DYNAMIC HT  -         442.446 (meters)    1451.59  (feet)  COMP
 RQ0049  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 RQ0049
 RQ0049  VERT ORDER  -  SECOND    CLASS 0
 RQ0049
 RQ0049.The horizontal coordinates were scaled from a topographic map and have
 RQ0049.an estimated accuracy of +/- 6 seconds.
 RQ0049
 RQ0049.The orthometric height was determined by differential leveling
 RQ0049.and adjusted by the National Geodetic Survey in June 1991..
 RQ0049
 RQ0049.The geoid height was determined by GEOID03.
 RQ0049
 RQ0049.The dynamic height is computed by dividing the NAVD 88
 RQ0049.geopotential number by the normal gravity value computed on the
 RQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0049.degrees latitude (g = 980.6199 gals.).
 RQ0049
 RQ0049.The modeled gravity was interpolated from observed gravity values.
 RQ0049
 RQ0049;                    North         East    Units  Estimated Accuracy
 RQ0049;SPC ND S     -   108,570.      769,210.      MT  (+/- 180 meters Scaled)
 RQ0049
 RQ0049                          SUPERSEDED SURVEY CONTROL
 RQ0049
 RQ0049  NGVD 29 (??/??/92)  442.059  (m)         1450.32   (f) ADJ UNCH    2 0
 RQ0049
 RQ0049.Superseded values are not recommended for survey control.
 RQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0049.See file dsdata.txt to determine how the superseded data were derived.
 RQ0049
 RQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS543633(NAD 83)
 RQ0049_MARKER: DB = BENCH MARK DISK
 RQ0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0049_SP_SET: FOUNDATION
 RQ0049_STAMPING: F 45 1934
 RQ0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0049
 RQ0049  HISTORY     - Date     Condition        Report By
 RQ0049  HISTORY     - 1934     MONUMENTED       CGS
 RQ0049
 RQ0049                          STATION DESCRIPTION
 RQ0049
 RQ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0049'2.2 MI NE FROM MARION.
 RQ0049'2.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0049'STATION AT MARION, LA MOURE COUNTY, 12 POLES NORTHEAST OF MILEPOST 58,
 RQ0049'AT A WATER TANK, IN THE CENTER OF THE NORTH CONCRETE-BLOCK FOUNDATION
 RQ0049'AND 12 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RQ0049'DISK, STAMPED F 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0527 ***********************************************************************
 SM0527  DESIGNATION -  F 450
 SM0527  PID         -  SM0527
 SM0527  STATE/COUNTY-  ND/BARNES
 SM0527  USGS QUAD   -  DAZEY NE (1961)
 SM0527
 SM0527                         *CURRENT SURVEY CONTROL
 SM0527  ___________________________________________________________________
 SM0527* NAD 83(1986)-  47 12 41.     (N)    098 00 45.     (W)     SCALED    
 SM0527* NAVD 88     -       423.556  (meters)    1389.62   (feet)  ADJUSTED  
 SM0527  ___________________________________________________________________
 SM0527  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 SM0527  DYNAMIC HT  -         423.588 (meters)    1389.72  (feet)  COMP
 SM0527  MODELED GRAV-     980,676.7   (mgal)                       NAVD 88
 SM0527
 SM0527  VERT ORDER  -  SECOND    CLASS 0
 SM0527
 SM0527.The horizontal coordinates were scaled from a topographic map and have
 SM0527.an estimated accuracy of +/- 6 seconds.
 SM0527
 SM0527.The orthometric height was determined by differential leveling
 SM0527.and adjusted by the National Geodetic Survey in June 1991..
 SM0527
 SM0527.The geoid height was determined by GEOID03.
 SM0527
 SM0527.The dynamic height is computed by dividing the NAVD 88
 SM0527.geopotential number by the normal gravity value computed on the
 SM0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0527.degrees latitude (g = 980.6199 gals.).
 SM0527
 SM0527.The modeled gravity was interpolated from observed gravity values.
 SM0527
 SM0527;                    North         East    Units  Estimated Accuracy
 SM0527;SPC ND S     -   174,690.      788,400.      MT  (+/- 180 meters Scaled)
 SM0527
 SM0527                          SUPERSEDED SURVEY CONTROL
 SM0527
 SM0527  NGVD 29 (??/??/92)  423.196  (m)         1388.44   (f) ADJ UNCH    2 0
 SM0527
 SM0527.Superseded values are not recommended for survey control.
 SM0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0527.See file dsdata.txt to determine how the superseded data were derived.
 SM0527
 SM0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT747291(NAD 83)
 SM0527_MARKER: DB = BENCH MARK DISK
 SM0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0527_STAMPING: F 450 1964
 SM0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0527+STABILITY: SURFACE MOTION
 SM0527
 SM0527  HISTORY     - Date     Condition        Report By
 SM0527  HISTORY     - 1964     MONUMENTED       CGS
 SM0527
 SM0527                          STATION DESCRIPTION
 SM0527
 SM0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0527'2.3 MI W FROM SIBLEY.
 SM0527'ABOUT 2.3 MILES WEST ALONG A GRAVELED ROAD FROM THE CONCRETE BRIDGE
 SM0527'OVER LAKE ASHTABULA AT SIBLEY, AT THE JUNCTION OF A DRIVE-WAY LEADING
 SM0527'SOUTH TO A FARM HOUSE, 55 1/2 FEET SOUTH OF THE CENTER LINE OF
 SM0527'EAST-WEST ROAD, 112 FEET WEST OF THE CENTER LINE OF DRIVE-WAY, 3 1/2
 SM0527'FEET EAST OF A POWER POLE, 1.8 FEET EAST OF A METAL WITNESS POST,
 SM0527'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0527'PROJECTING 0.3 FOOT.  NOTE-- THIS BENCH MARK IS IN SECTION 15, R 58 W,
 SM0527'T 143 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0781 ***********************************************************************
 SL0781  DESIGNATION -  F 451
 SL0781  PID         -  SL0781
 SL0781  STATE/COUNTY-  ND/BARNES
 SL0781  USGS QUAD   -  PILLSBURY SE (1967)
 SL0781
 SL0781                         *CURRENT SURVEY CONTROL
 SL0781  ___________________________________________________________________
 SL0781* NAD 83(1986)-  47 05 20.     (N)    097 51 24.     (W)     SCALED    
 SL0781* NAVD 88     -       421.899  (meters)    1384.18   (feet)  ADJUSTED  
 SL0781  ___________________________________________________________________
 SL0781  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 SL0781  DYNAMIC HT  -         421.930 (meters)    1384.28  (feet)  COMP
 SL0781  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 SL0781
 SL0781  VERT ORDER  -  SECOND    CLASS 0
 SL0781
 SL0781.The horizontal coordinates were scaled from a topographic map and have
 SL0781.an estimated accuracy of +/- 6 seconds.
 SL0781
 SL0781.The orthometric height was determined by differential leveling
 SL0781.and adjusted by the National Geodetic Survey in June 1991..
 SL0781
 SL0781.The geoid height was determined by GEOID03.
 SL0781
 SL0781.The dynamic height is computed by dividing the NAVD 88
 SL0781.geopotential number by the normal gravity value computed on the
 SL0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0781.degrees latitude (g = 980.6199 gals.).
 SL0781
 SL0781.The modeled gravity was interpolated from observed gravity values.
 SL0781
 SL0781;                    North         East    Units  Estimated Accuracy
 SL0781;SPC ND S     -   161,470.      800,660.      MT  (+/- 180 meters Scaled)
 SL0781
 SL0781                          SUPERSEDED SURVEY CONTROL
 SL0781
 SL0781  NGVD 29 (??/??/92)  421.538  (m)         1383.00   (f) ADJ UNCH    2 0
 SL0781
 SL0781.Superseded values are not recommended for survey control.
 SL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0781.See file dsdata.txt to determine how the superseded data were derived.
 SL0781
 SL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT867156(NAD 83)
 SL0781_MARKER: DB = BENCH MARK DISK
 SL0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0781_SP_SET: CONCRETE BASE
 SL0781_STAMPING: F 451 1964
 SL0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0781
 SL0781  HISTORY     - Date     Condition        Report By
 SL0781  HISTORY     - 1964     MONUMENTED       CGS
 SL0781
 SL0781                          STATION DESCRIPTION
 SL0781
 SL0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0781'11.15 MI SW FROM PILLSBURY.
 SL0781'7.6 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0781'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE ABOUT 3.0 MILES WEST
 SL0781'ALONG A GRAVELED ROAD, THENCE ABOUT 0.45 MILE SOUTH ALONG A GRAVELED
 SL0781'ROAD, THENCE ABOUT 0.1 MILE WEST ALONG A GRAVELED DRIVE LEADING TO
 SL0781'KXJB TV.  TOWER (1085 FET HIGH), IN SECTION 26, R 57 N, T 142 N, SET
 SL0781'VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST ONE OF THREE 30-INCH
 SL0781'SQUARE CONCRETE BASE SUPPORTING THE TOWER, 42.0 FEET NORTHWEST OF THE
 SL0781'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING AND IS ABOUT 0.3 FOOT
 SL0781'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0102 ***********************************************************************
 TE0102  DESIGNATION -  F 452
 TE0102  PID         -  TE0102
 TE0102  STATE/COUNTY-  ND/CAVALIER
 TE0102  USGS QUAD   -  LANGDON EAST (1983)
 TE0102
 TE0102                         *CURRENT SURVEY CONTROL
 TE0102  ___________________________________________________________________
 TE0102* NAD 83(1986)-  48 46 31.     (N)    098 17 58.     (W)     SCALED    
 TE0102* NAVD 88     -       499.655  (meters)    1639.28   (feet)  ADJUSTED  
 TE0102  ___________________________________________________________________
 TE0102  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 TE0102  DYNAMIC HT  -         499.768 (meters)    1639.66  (feet)  COMP
 TE0102  MODELED GRAV-     980,821.1   (mgal)                       NAVD 88
 TE0102
 TE0102  VERT ORDER  -  SECOND    CLASS 0
 TE0102
 TE0102.The horizontal coordinates were scaled from a topographic map and have
 TE0102.an estimated accuracy of +/- 6 seconds.
 TE0102
 TE0102.The orthometric height was determined by differential leveling
 TE0102.and adjusted by the National Geodetic Survey in June 1991..
 TE0102
 TE0102.The geoid height was determined by GEOID03.
 TE0102
 TE0102.The dynamic height is computed by dividing the NAVD 88
 TE0102.geopotential number by the normal gravity value computed on the
 TE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0102.degrees latitude (g = 980.6199 gals.).
 TE0102
 TE0102.The modeled gravity was interpolated from observed gravity values.
 TE0102
 TE0102;                    North         East    Units  Estimated Accuracy
 TE0102;SPC ND N     -   199,700.      761,720.      MT  (+/- 180 meters Scaled)
 TE0102
 TE0102                          SUPERSEDED SURVEY CONTROL
 TE0102
 TE0102  NGVD 29 (??/??/92)  499.279  (m)         1638.05   (f) ADJ UNCH    2 0
 TE0102
 TE0102.Superseded values are not recommended for survey control.
 TE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0102.See file dsdata.txt to determine how the superseded data were derived.
 TE0102
 TE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV514027(NAD 83)
 TE0102_MARKER: DB = BENCH MARK DISK
 TE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0102_STAMPING: F 452 1964
 TE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0102+STABILITY: SURFACE MOTION
 TE0102
 TE0102  HISTORY     - Date     Condition        Report By
 TE0102  HISTORY     - 1964     MONUMENTED       CGS
 TE0102
 TE0102                          STATION DESCRIPTION
 TE0102
 TE0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0102'4.1 MI NE FROM LANGDON.
 TE0102'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0102'LANGDON, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 17, R
 TE0102'59 W, T 161 N, AT A CROSS ROAD, 35 FEET WEST OF THE CENTER LINE OF THE
 TE0102'NORTH-SOUTH ROAD, 70 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 TE0102'ROAD, 78 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 TE0102'35 FEET SOUTHWEST OF THE WEST END OF A 24-INCH PIPE CULVERT, 2 1/2
 TE0102'FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL WITNESS POST,
 TE0102'1 FOOT BELOW THE LEVEL OF THE ROADS, SET IN THE TOP OF A CONCRETE POST
 TE0102'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1089 ***********************************************************************
 TE1089  DESIGNATION -  F 453
 TE1089  PID         -  TE1089
 TE1089  STATE/COUNTY-  ND/CAVALIER
 TE1089  USGS QUAD   -  LOMA (1970)
 TE1089
 TE1089                         *CURRENT SURVEY CONTROL
 TE1089  ___________________________________________________________________
 TE1089* NAD 83(1986)-  48 41 18.     (N)    098 30 49.     (W)     SCALED    
 TE1089* NAVD 88     -       482.978  (meters)    1584.57   (feet)  ADJUSTED  
 TE1089  ___________________________________________________________________
 TE1089  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE1089  DYNAMIC HT  -         483.082 (meters)    1584.91  (feet)  COMP
 TE1089  MODELED GRAV-     980,812.4   (mgal)                       NAVD 88
 TE1089
 TE1089  VERT ORDER  -  SECOND    CLASS 0
 TE1089
 TE1089.The horizontal coordinates were scaled from a topographic map and have
 TE1089.an estimated accuracy of +/- 6 seconds.
 TE1089
 TE1089.The orthometric height was determined by differential leveling
 TE1089.and adjusted by the National Geodetic Survey in June 1991..
 TE1089
 TE1089.The geoid height was determined by GEOID03.
 TE1089
 TE1089.The dynamic height is computed by dividing the NAVD 88
 TE1089.geopotential number by the normal gravity value computed on the
 TE1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1089.degrees latitude (g = 980.6199 gals.).
 TE1089
 TE1089.The modeled gravity was interpolated from observed gravity values.
 TE1089
 TE1089;                    North         East    Units  Estimated Accuracy
 TE1089;SPC ND N     -   189,600.      746,240.      MT  (+/- 180 meters Scaled)
 TE1089
 TE1089                          SUPERSEDED SURVEY CONTROL
 TE1089
 TE1089  NGVD 29 (??/??/92)  482.598  (m)         1583.32   (f) ADJ UNCH    2 0
 TE1089
 TE1089.Superseded values are not recommended for survey control.
 TE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1089.See file dsdata.txt to determine how the superseded data were derived.
 TE1089
 TE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU357929(NAD 83)
 TE1089_MARKER: DB = BENCH MARK DISK
 TE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1089_STAMPING: F 453 1964
 TE1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1089+STABILITY: SURFACE MOTION
 TE1089
 TE1089  HISTORY     - Date     Condition        Report By
 TE1089  HISTORY     - 1964     MONUMENTED       CGS
 TE1089
 TE1089                          STATION DESCRIPTION
 TE1089
 TE1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1089'5.0 MI NE FROM LOMA.
 TE1089'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1089'STATION AT LOMA, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD
 TE1089'INTERSECTION, NEAR THE SOUTHEAST CORNER OF A LAWN, IN SECTION 10 R 61
 TE1089'W, T 160 N, 52 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 TE1089'35 FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 64 FEET NORTHEAST
 TE1089'OF THE APPROXIMATE CENTER OF THE INTERSECTION, 14 FEET EAST OF A FENCE
 TE1089'CORNER, 166 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORIED
 TE1089'HOUSE, 1.0 MILE SOUTH OF TOWNSHIP HALL, 2.5 FEET WEST OF A METAL
 TE1089'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, SET IN THE TOP OF
 TE1089'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0107 ***********************************************************************
 TE0107  DESIGNATION -  F 454
 TE0107  PID         -  TE0107
 TE0107  STATE/COUNTY-  ND/CAVALIER
 TE0107  USGS QUAD   -  LANGDON EAST (1983)
 TE0107
 TE0107                         *CURRENT SURVEY CONTROL
 TE0107  ___________________________________________________________________
 TE0107* NAD 83(1986)-  48 45 39.     (N)    098 15 21.     (W)     SCALED    
 TE0107* NAVD 88     -       499.470  (meters)    1638.68   (feet)  ADJUSTED  
 TE0107  ___________________________________________________________________
 TE0107  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE0107  DYNAMIC HT  -         499.581 (meters)    1639.04  (feet)  COMP
 TE0107  MODELED GRAV-     980,818.1   (mgal)                       NAVD 88
 TE0107
 TE0107  VERT ORDER  -  SECOND    CLASS 0
 TE0107
 TE0107.The horizontal coordinates were scaled from a topographic map and have
 TE0107.an estimated accuracy of +/- 6 seconds.
 TE0107
 TE0107.The orthometric height was determined by differential leveling
 TE0107.and adjusted by the National Geodetic Survey in June 1991..
 TE0107
 TE0107.The geoid height was determined by GEOID03.
 TE0107
 TE0107.The dynamic height is computed by dividing the NAVD 88
 TE0107.geopotential number by the normal gravity value computed on the
 TE0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0107.degrees latitude (g = 980.6199 gals.).
 TE0107
 TE0107.The modeled gravity was interpolated from observed gravity values.
 TE0107
 TE0107;                    North         East    Units  Estimated Accuracy
 TE0107;SPC ND N     -   198,180.      764,970.      MT  (+/- 180 meters Scaled)
 TE0107
 TE0107                          SUPERSEDED SURVEY CONTROL
 TE0107
 TE0107  NGVD 29 (??/??/92)  499.094  (m)         1637.44   (f) ADJ UNCH    2 0
 TE0107
 TE0107.Superseded values are not recommended for survey control.
 TE0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0107.See file dsdata.txt to determine how the superseded data were derived.
 TE0107
 TE0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV546011(NAD 83)
 TE0107_MARKER: DB = BENCH MARK DISK
 TE0107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0107_SP_SET: 9.1 FEET
 TE0107_STAMPING: F 454 1964
 TE0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0107
 TE0107  HISTORY     - Date     Condition        Report By
 TE0107  HISTORY     - 1964     MONUMENTED       CGS
 TE0107  HISTORY     - 1973     GOOD             NGS
 TE0107
 TE0107                          STATION DESCRIPTION
 TE0107
 TE0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0107'5.1 MI E FROM LANGDON.
 TE0107'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0107'LANGDON, AT A NORTH-SOUTH GRAVELED ROAD INTERSECTION, IN SECTION 22, R
 TE0107'59 W, T 161 N, NEAR A POWER SUB-STATION, 94 FEET SOUTH OF THE CENTER
 TE0107'LINE OF THE HIGHWAY, 87 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TE0107'127 1/2 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 TE0107'63.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF FENCE AROUND POWER
 TE0107'SUB-STATION, 1 1/2 FEET EAST OF A POWER LINE POLE, 3.8 FEET NORTH OF A
 TE0107'RIGHT-OF-WAY LINE, 1.2 FEET WEST OF A STEEL WITNESS POST, 1 FOOT BELOW
 TE0107'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED
 TE0107'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH IS
 TE0107'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 9.1 FEET TO
 TE0107'REFUSAL.
 TE0107
 TE0107                          STATION RECOVERY (1973)
 TE0107
 TE0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0122 ***********************************************************************
 TE0122  DESIGNATION -  F 455
 TE0122  PID         -  TE0122
 TE0122  STATE/COUNTY-  ND/CAVALIER
 TE0122  USGS QUAD   -  OLGA (1972)
 TE0122
 TE0122                         *CURRENT SURVEY CONTROL
 TE0122  ___________________________________________________________________
 TE0122* NAD 83(1986)-  48 45 39.     (N)    098 04 23.     (W)     SCALED    
 TE0122* NAVD 88     -       472.209  (meters)    1549.24   (feet)  ADJUSTED  
 TE0122  ___________________________________________________________________
 TE0122  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 TE0122  DYNAMIC HT  -         472.319 (meters)    1549.60  (feet)  COMP
 TE0122  MODELED GRAV-     980,828.1   (mgal)                       NAVD 88
 TE0122
 TE0122  VERT ORDER  -  SECOND    CLASS 0
 TE0122
 TE0122.The horizontal coordinates were scaled from a topographic map and have
 TE0122.an estimated accuracy of +/- 6 seconds.
 TE0122
 TE0122.The orthometric height was determined by differential leveling
 TE0122.and adjusted by the National Geodetic Survey in June 1991..
 TE0122
 TE0122.The geoid height was determined by GEOID03.
 TE0122
 TE0122.The dynamic height is computed by dividing the NAVD 88
 TE0122.geopotential number by the normal gravity value computed on the
 TE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0122.degrees latitude (g = 980.6199 gals.).
 TE0122
 TE0122.The modeled gravity was interpolated from observed gravity values.
 TE0122
 TE0122;                    North         East    Units  Estimated Accuracy
 TE0122;SPC ND N     -   198,590.      778,400.      MT  (+/- 180 meters Scaled)
 TE0122
 TE0122                          SUPERSEDED SURVEY CONTROL
 TE0122
 TE0122  NGVD 29 (??/??/92)  471.848  (m)         1548.05   (f) ADJ UNCH    2 0
 TE0122
 TE0122.Superseded values are not recommended for survey control.
 TE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0122.See file dsdata.txt to determine how the superseded data were derived.
 TE0122
 TE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV681012(NAD 83)
 TE0122_MARKER: DB = BENCH MARK DISK
 TE0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0122_SP_SET: CULVERT
 TE0122_STAMPING: F 455 1964
 TE0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0122
 TE0122  HISTORY     - Date     Condition        Report By
 TE0122  HISTORY     - 1964     MONUMENTED       CGS
 TE0122
 TE0122                          STATION DESCRIPTION
 TE0122
 TE0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0122'13.45 MI E FROM LANGDON.
 TE0122'ABOUT 13.45 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0122'LANGDON, IN SECTION 19, R 57 W, T 161 N, BETWEEN POWER LINE POLES 555
 TE0122'AND 555A, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL
 TE0122'FOR A 9-FOOT BOX CULVERT WITH WING WALLS, 39 FEET SOUTH OF CENTER LINE
 TE0122'OF HIGHWAY, AND ABOUT 10 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1016 ***********************************************************************
 TE1016  DESIGNATION -  F 456
 TE1016  PID         -  TE1016
 TE1016  STATE/COUNTY-  ND/CAVALIER
 TE1016  USGS QUAD   -  HANNAH SE (1970)
 TE1016
 TE1016                         *CURRENT SURVEY CONTROL
 TE1016  ___________________________________________________________________
 TE1016* NAD 83(1986)-  48 50 20.     (N)    098 36 21.     (W)     SCALED    
 TE1016* NAVD 88     -       479.393  (meters)    1572.81   (feet)  ADJUSTED  
 TE1016  ___________________________________________________________________
 TE1016  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 TE1016  DYNAMIC HT  -         479.507 (meters)    1573.18  (feet)  COMP
 TE1016  MODELED GRAV-     980,833.2   (mgal)                       NAVD 88
 TE1016
 TE1016  VERT ORDER  -  SECOND    CLASS 0
 TE1016
 TE1016.The horizontal coordinates were scaled from a topographic map and have
 TE1016.an estimated accuracy of +/- 6 seconds.
 TE1016
 TE1016.The orthometric height was determined by differential leveling
 TE1016.and adjusted by the National Geodetic Survey in June 1991..
 TE1016
 TE1016.The geoid height was determined by GEOID03.
 TE1016
 TE1016.The dynamic height is computed by dividing the NAVD 88
 TE1016.geopotential number by the normal gravity value computed on the
 TE1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1016.degrees latitude (g = 980.6199 gals.).
 TE1016
 TE1016.The modeled gravity was interpolated from observed gravity values.
 TE1016
 TE1016;                    North         East    Units  Estimated Accuracy
 TE1016;SPC ND N     -   206,170.      739,040.      MT  (+/- 180 meters Scaled)
 TE1016
 TE1016                          SUPERSEDED SURVEY CONTROL
 TE1016
 TE1016  NGVD 29 (??/??/92)  479.014  (m)         1571.57   (f) ADJ UNCH    2 0
 TE1016
 TE1016.Superseded values are not recommended for survey control.
 TE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1016.See file dsdata.txt to determine how the superseded data were derived.
 TE1016
 TE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289096(NAD 83)
 TE1016_MARKER: DB = BENCH MARK DISK
 TE1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1016_STAMPING: F 456 1964
 TE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1016+STABILITY: SURFACE MOTION
 TE1016
 TE1016  HISTORY     - Date     Condition        Report By
 TE1016  HISTORY     - 1964     MONUMENTED       CGS
 TE1016
 TE1016                          STATION DESCRIPTION
 TE1016
 TE1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1016'3.95 MI S FROM WALES.
 TE1016'ABOUT 3.95 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK GRADED
 TE1016'SCHOOL AT WALES, ABOUT 0.7 MILE SOUTH OF THE INTERSECTION OF AN
 TE1016'EAST-WEST ROAD, AT THE JUNCTION OF A DRIVE LEADING WEST, 74 FEET WEST
 TE1016'OF THE CENTER LINE OF THE ROAD, 32 1/2 FEET SOUTH OF THE CENTER LINE
 TE1016'OF DRIVE, IN SECTION 24, R 62 W, T 162 N, 2 1/2 FEET SOUTH OF A
 TE1016'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2 FEET NORTH OF A STEEL
 TE1016'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 TE1016'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0441 ***********************************************************************
 RP0441  DESIGNATION -  F 46
 RP0441  PID         -  RP0441
 RP0441  STATE/COUNTY-  ND/RANSOM
 RP0441  USGS QUAD   -  SHELDON NE (1961)
 RP0441
 RP0441                         *CURRENT SURVEY CONTROL
 RP0441  ___________________________________________________________________
 RP0441* NAD 83(1986)-  46 37 34.     (N)    097 20 10.     (W)     SCALED    
 RP0441* NAVD 88     -       323.707  (meters)    1062.03   (feet)  ADJUSTED  
 RP0441  ___________________________________________________________________
 RP0441  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RP0441  DYNAMIC HT  -         323.722 (meters)    1062.08  (feet)  COMP
 RP0441  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 RP0441
 RP0441  VERT ORDER  -  SECOND    CLASS 0
 RP0441
 RP0441.The horizontal coordinates were scaled from a topographic map and have
 RP0441.an estimated accuracy of +/- 6 seconds.
 RP0441
 RP0441.The orthometric height was determined by differential leveling
 RP0441.and adjusted by the National Geodetic Survey in June 1991..
 RP0441
 RP0441.The geoid height was determined by GEOID03.
 RP0441
 RP0441.The dynamic height is computed by dividing the NAVD 88
 RP0441.geopotential number by the normal gravity value computed on the
 RP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0441.degrees latitude (g = 980.6199 gals.).
 RP0441
 RP0441.The modeled gravity was interpolated from observed gravity values.
 RP0441
 RP0441;                    North         East    Units  Estimated Accuracy
 RP0441;SPC ND S     -   111,530.      842,230.      MT  (+/- 180 meters Scaled)
 RP0441
 RP0441                          SUPERSEDED SURVEY CONTROL
 RP0441
 RP0441  NGVD 29 (??/??/92)  323.397  (m)         1061.01   (f) ADJ UNCH    2 0
 RP0441
 RP0441.Superseded values are not recommended for survey control.
 RP0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0441.See file dsdata.txt to determine how the superseded data were derived.
 RP0441
 RP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS273649(NAD 83)
 RP0441_MARKER: DB = BENCH MARK DISK
 RP0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0441_STAMPING: F-46 1934
 RP0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0441+STABILITY: SURFACE MOTION
 RP0441
 RP0441  HISTORY     - Date     Condition        Report By
 RP0441  HISTORY     - 1934     MONUMENTED       CGS
 RP0441
 RP0441                          STATION DESCRIPTION
 RP0441
 RP0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0441'4.3 MI SW FROM LEONARD.
 RP0441'4.3 MILES SOUTHWEST OF LEONARD DEPOT.  ALONG NORTHERN PACIFIC RAILROAD
 RP0441'9 1/2 POLES NORTHEAST OF MILEPOST NO.33, 6 1/2 POLES NORTHEAST OF
 RP0441'PUBLIC CROSSING AND AT TELEPHONE POLE ACROSS TRACK FROM WHISTLE BOARD.
 RP0441'SET IN POST 3 FEET BELOW RAIL LEVEL, 3 FEET WEST OF POLE AND 55 FEET
 RP0441'SOUTHEAST OF CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1542 ***********************************************************************
 TG1542  DESIGNATION -  F 462
 TG1542  PID         -  TG1542
 TG1542  STATE/COUNTY-  ND/WILLIAMS
 TG1542  USGS QUAD   -  WILLISTON WEST (1976)
 TG1542
 TG1542                         *CURRENT SURVEY CONTROL
 TG1542  ___________________________________________________________________
 TG1542* NAD 83(1986)-  48 07 31.     (N)    103 43 24.     (W)     SCALED    
 TG1542* NAVD 88     -       613.643  (meters)    2013.26   (feet)  ADJUSTED  
 TG1542  ___________________________________________________________________
 TG1542  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1542  DYNAMIC HT  -         613.718 (meters)    2013.51  (feet)  COMP
 TG1542  MODELED GRAV-     980,713.9   (mgal)                       NAVD 88
 TG1542
 TG1542  VERT ORDER  -  FIRST     CLASS II
 TG1542
 TG1542.The horizontal coordinates were scaled from a topographic map and have
 TG1542.an estimated accuracy of +/- 6 seconds.
 TG1542
 TG1542.The orthometric height was determined by differential leveling
 TG1542.and adjusted by the National Geodetic Survey in June 1991..
 TG1542
 TG1542.The geoid height was determined by GEOID03.
 TG1542
 TG1542.The dynamic height is computed by dividing the NAVD 88
 TG1542.geopotential number by the normal gravity value computed on the
 TG1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1542.degrees latitude (g = 980.6199 gals.).
 TG1542
 TG1542.The modeled gravity was interpolated from observed gravity values.
 TG1542
 TG1542;                    North         East    Units  Estimated Accuracy
 TG1542;SPC ND N     -   130,130.      360,130.      MT  (+/- 180 meters Scaled)
 TG1542
 TG1542                          SUPERSEDED SURVEY CONTROL
 TG1542
 TG1542.No superseded survey control is available for this station.
 TG1542
 TG1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP950310(NAD 83)
 TG1542_MARKER: I = METAL ROD
 TG1542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1542_STAMPING: F 462 1981
 TG1542_MARK LOGO: NGS   
 TG1542_PROJECTION: FLUSH
 TG1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1542+STABILITY: POSITION/ELEVATION WELL
 TG1542_ROD/PIPE-DEPTH: 13.4 meters
 TG1542_SLEEVE-DEPTH  : 11.9 meters
 TG1542
 TG1542  HISTORY     - Date     Condition        Report By
 TG1542  HISTORY     - 1981     MONUMENTED       NGS
 TG1542  HISTORY     - 1981     GOOD             NGS
 TG1542  HISTORY     - 1982     GOOD             NGS
 TG1542
 TG1542                          STATION DESCRIPTION
 TG1542
 TG1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1542'1.7 KM (1.05 MI) SOUTH FROM WILLISTON.
 TG1542'1.7 KM (1.05 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 TG1542'U.S. HIGHWAY 2 IN WILLISTON, 35.4 METERS (116.0 FT) EAST OF THE
 TG1542'CENTERLINE OF THE HIGHWAY, 8.2 METERS (27.0 FT) SOUTH OF THE CENTER OF
 TG1542'A GRAVELED ROAD LEADING EAST, 3.4 METERS (11.0 FT) NORTHEAST OF A
 TG1542'UTILITY POLE, 1.5 METERS (5.0 FT) NORTHEAST OF A FENCE CORNER AND 0.6
 TG1542'METER (2.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1542'THROUGH A 5-INCH LOGO CAP.
 TG1542'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TG1542'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TG1542
 TG1542                          STATION RECOVERY (1981)
 TG1542
 TG1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1542'ORIGINAL DESCRIPTION IS IN L24485 PART 2.
 TG1542
 TG1542                          STATION RECOVERY (1982)
 TG1542
 TG1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TG1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0653 ***********************************************************************
 SO0653  DESIGNATION -  F 463
 SO0653  PID         -  SO0653
 SO0653  STATE/COUNTY-  ND/MCKENZIE
 SO0653  USGS QUAD   -  CARTWRIGHT NE (1969)
 SO0653
 SO0653                         *CURRENT SURVEY CONTROL
 SO0653  ___________________________________________________________________
 SO0653* NAD 83(1986)-  47 52 38.     (N)    103 50 38.     (W)     SCALED    
 SO0653* NAVD 88     -       608.040  (meters)    1994.88   (feet)  ADJUSTED  
 SO0653  ___________________________________________________________________
 SO0653  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0653  DYNAMIC HT  -         608.099 (meters)    1995.07  (feet)  COMP
 SO0653  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 SO0653
 SO0653  VERT ORDER  -  FIRST     CLASS II
 SO0653
 SO0653.The horizontal coordinates were scaled from a topographic map and have
 SO0653.an estimated accuracy of +/- 6 seconds.
 SO0653
 SO0653.The orthometric height was determined by differential leveling
 SO0653.and adjusted by the National Geodetic Survey in June 1991..
 SO0653
 SO0653.The geoid height was determined by GEOID03.
 SO0653
 SO0653.The dynamic height is computed by dividing the NAVD 88
 SO0653.geopotential number by the normal gravity value computed on the
 SO0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0653.degrees latitude (g = 980.6199 gals.).
 SO0653
 SO0653.The modeled gravity was interpolated from observed gravity values.
 SO0653
 SO0653;                    North         East    Units  Estimated Accuracy
 SO0653;SPC ND N     -   102,960.      349,960.      MT  (+/- 180 meters Scaled)
 SO0653
 SO0653                          SUPERSEDED SURVEY CONTROL
 SO0653
 SO0653.No superseded survey control is available for this station.
 SO0653
 SO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP864033(NAD 83)
 SO0653_MARKER: I = METAL ROD
 SO0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0653_SP_SET: STAINLESS STEEL ROD
 SO0653_STAMPING: F 463 1981
 SO0653_MARK LOGO: NGS   
 SO0653_PROJECTION: FLUSH
 SO0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0653_ROD/PIPE-DEPTH: 7.3  meters
 SO0653
 SO0653  HISTORY     - Date     Condition        Report By
 SO0653  HISTORY     - 1981     MONUMENTED       NGS
 SO0653
 SO0653                          STATION DESCRIPTION
 SO0653
 SO0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0653'16.9 KM (10.5 MI) EAST FROM FAIRVIEW.
 SO0653'16.9 KM (10.5 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0653'OFFICE IN FAIRVIEW, 0.2 KM (0.15 MI) WEST OF A GRAVELEDED CROSSROAD,
 SO0653'46.0 METERS (151.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.5
 SO0653'METERS (18.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD, 2.1
 SO0653'METERS (7.0 FT) EAST OF A T-FENCE CORNER AND 0.2 METER (0.8 FT) SOUTH
 SO0653'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SO0653'CAP.
 SO0653'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SO0653'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1815 ***********************************************************************
 TF1815  DESIGNATION -  F 464
 TF1815  PID         -  TF1815
 TF1815  STATE/COUNTY-  ND/MOUNTRAIL
 TF1815  USGS QUAD   -  TAGUS (1980)
 TF1815
 TF1815                         *CURRENT SURVEY CONTROL
 TF1815  ___________________________________________________________________
 TF1815* NAD 83(1986)-  48 20 39.     (N)    101 56 01.     (W)     SCALED    
 TF1815* NAVD 88     -       668.163  (meters)    2192.13   (feet)  ADJUSTED  
 TF1815  ___________________________________________________________________
 TF1815  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TF1815  DYNAMIC HT  -         668.265 (meters)    2192.47  (feet)  COMP
 TF1815  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF1815
 TF1815  VERT ORDER  -  FIRST     CLASS II
 TF1815
 TF1815.The horizontal coordinates were scaled from a topographic map and have
 TF1815.an estimated accuracy of +/- 6 seconds.
 TF1815
 TF1815.The orthometric height was determined by differential leveling
 TF1815.and adjusted by the National Geodetic Survey in June 1991..
 TF1815
 TF1815.The geoid height was determined by GEOID03.
 TF1815
 TF1815.The dynamic height is computed by dividing the NAVD 88
 TF1815.geopotential number by the normal gravity value computed on the
 TF1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1815.degrees latitude (g = 980.6199 gals.).
 TF1815
 TF1815.The modeled gravity was interpolated from observed gravity values.
 TF1815
 TF1815;                    North         East    Units  Estimated Accuracy
 TF1815;SPC ND N     -   150,440.      493,740.      MT  (+/- 180 meters Scaled)
 TF1815
 TF1815                          SUPERSEDED SURVEY CONTROL
 TF1815
 TF1815.No superseded survey control is available for this station.
 TF1815
 TF1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU826587(NAD 83)
 TF1815_MARKER: I = METAL ROD
 TF1815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TF1815_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TF1815_STAMPING: F 464 1981
 TF1815_MARK LOGO: NGS   
 TF1815_PROJECTION: FLUSH
 TF1815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TF1815+STABILITY: POSITION/ELEVATION WELL
 TF1815_ROD/PIPE-DEPTH: 14.6 meters
 TF1815_SLEEVE-DEPTH  : 12.2 meters
 TF1815
 TF1815  HISTORY     - Date     Condition        Report By
 TF1815  HISTORY     - 1981     MONUMENTED       NGS
 TF1815
 TF1815                          STATION DESCRIPTION
 TF1815
 TF1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1815'0.1 KM (0.05 MI) WEST FROM TAGUS.
 TF1815'0.1 KM (0.05 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1815'THE RAILROAD STATION IN TAGUS, 26.8 METERS (87.9 FT) NORTH OF THE NEAR
 TF1815'RAIL, 7.2 METERS (23.6 FT) WEST OF A UTILITY POLE AND 0.7 METER (2.3
 TF1815'FT) SOUTH OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TF1815'5-INCH LOGO CAP.
 TF1815'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 TF1815'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1633 ***********************************************************************
 TG1633  DESIGNATION -  F 465
 TG1633  PID         -  TG1633
 TG1633  STATE/COUNTY-  ND/MOUNTRAIL
 TG1633  USGS QUAD   -  ROSS (1981)
 TG1633
 TG1633                         *CURRENT SURVEY CONTROL
 TG1633  ___________________________________________________________________
 TG1633* NAD 83(1986)-  48 18 52.     (N)    102 32 31.     (W)     SCALED    
 TG1633* NAVD 88     -       696.621  (meters)    2285.50   (feet)  ADJUSTED  
 TG1633  ___________________________________________________________________
 TG1633  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1633  DYNAMIC HT  -         696.728 (meters)    2285.85  (feet)  COMP
 TG1633  MODELED GRAV-     980,739.9   (mgal)                       NAVD 88
 TG1633
 TG1633  VERT ORDER  -  FIRST     CLASS II
 TG1633
 TG1633.The horizontal coordinates were scaled from a topographic map and have
 TG1633.an estimated accuracy of +/- 6 seconds.
 TG1633
 TG1633.The orthometric height was determined by differential leveling
 TG1633.and adjusted by the National Geodetic Survey in June 1991..
 TG1633
 TG1633.The geoid height was determined by GEOID03.
 TG1633
 TG1633.The dynamic height is computed by dividing the NAVD 88
 TG1633.geopotential number by the normal gravity value computed on the
 TG1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1633.degrees latitude (g = 980.6199 gals.).
 TG1633
 TG1633.The modeled gravity was interpolated from observed gravity values.
 TG1633
 TG1633;                    North         East    Units  Estimated Accuracy
 TG1633;SPC ND N     -   148,150.      448,570.      MT  (+/- 180 meters Scaled)
 TG1633
 TG1633                          SUPERSEDED SURVEY CONTROL
 TG1633
 TG1633.No superseded survey control is available for this station.
 TG1633
 TG1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP822541(NAD 83)
 TG1633_MARKER: I = METAL ROD
 TG1633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1633_SP_SET: STAINLESS STEEL ROD
 TG1633_STAMPING: F 465 1982
 TG1633_MARK LOGO: NGS   
 TG1633_PROJECTION: FLUSH
 TG1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1633_ROD/PIPE-DEPTH: 7.3  meters
 TG1633
 TG1633  HISTORY     - Date     Condition        Report By
 TG1633  HISTORY     - 1982     MONUMENTED       NGS
 TG1633
 TG1633                          STATION DESCRIPTION
 TG1633
 TG1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1633'0.2 KM (0.1 MI) EAST FROM ROSS.
 TG1633'0.2 KM (0.1 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TG1633'THE RAILROAD STATION IN ROSS, 0.1 KM (0.05 MI) EAST OF A DIRT
 TG1633'CROSSROAD, 20.8 METERS (68.2 FT) NORTH OF THE NEAR RAIL AND 1.2 METERS
 TG1633'(3.9 FT) EAST OF A UTILITY POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO THE
 TG1633'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1633'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TG1633'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1592 ***********************************************************************
 TG1592  DESIGNATION -  F 466
 TG1592  PID         -  TG1592
 TG1592  STATE/COUNTY-  ND/WILLIAMS
 TG1592  USGS QUAD   -  RAY (1978)
 TG1592
 TG1592                         *CURRENT SURVEY CONTROL
 TG1592  ___________________________________________________________________
 TG1592* NAD 83(1986)-  48 20 33.     (N)    103 11 26.     (W)     SCALED    
 TG1592* NAVD 88     -       701.900  (meters)    2302.82   (feet)  ADJUSTED  
 TG1592  ___________________________________________________________________
 TG1592  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1592  DYNAMIC HT  -         702.000 (meters)    2303.14  (feet)  COMP
 TG1592  MODELED GRAV-     980,729.6   (mgal)                       NAVD 88
 TG1592
 TG1592  VERT ORDER  -  FIRST     CLASS II
 TG1592
 TG1592.The horizontal coordinates were scaled from a topographic map and have
 TG1592.an estimated accuracy of +/- 6 seconds.
 TG1592
 TG1592.The orthometric height was determined by differential leveling
 TG1592.and adjusted by the National Geodetic Survey in June 1991..
 TG1592
 TG1592.The geoid height was determined by GEOID03.
 TG1592
 TG1592.The dynamic height is computed by dividing the NAVD 88
 TG1592.geopotential number by the normal gravity value computed on the
 TG1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1592.degrees latitude (g = 980.6199 gals.).
 TG1592
 TG1592.The modeled gravity was interpolated from observed gravity values.
 TG1592
 TG1592;                    North         East    Units  Estimated Accuracy
 TG1592;SPC ND N     -   152,750.      400,600.      MT  (+/- 180 meters Scaled)
 TG1592
 TG1592                          SUPERSEDED SURVEY CONTROL
 TG1592
 TG1592.No superseded survey control is available for this station.
 TG1592
 TG1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP340559(NAD 83)
 TG1592_MARKER: I = METAL ROD
 TG1592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1592_SP_SET: STAINLESS STEEL ROD
 TG1592_STAMPING: F 466 1982
 TG1592_MARK LOGO: NGS   
 TG1592_PROJECTION: FLUSH
 TG1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1592_ROD/PIPE-DEPTH: 7.3  meters
 TG1592
 TG1592  HISTORY     - Date     Condition        Report By
 TG1592  HISTORY     - 1982     MONUMENTED       NGS
 TG1592
 TG1592                          STATION DESCRIPTION
 TG1592
 TG1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1592'1.9 KM (1.15 MI) WEST FROM RAY.
 TG1592'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1592'RAY, THENCE 1.8 KM (1.1 MI) WESTERLY ALONG U. S. HIGHWAY 2, AT THE
 TG1592'SOUTHEAST CORNER OF THE SUNSET REST CEMETERY, 69.8 METERS (229.0 FT)
 TG1592'EAST OF THE CENTER OF THE CEMETERY ENTRANCE, 32.0 METERS (105.0 FT)
 TG1592'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FT)
 TG1592'SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1592'THROUGH A 5-INCH LOGO CAP.
 TG1592'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 TG1592'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1564 ***********************************************************************
 TG1564  DESIGNATION -  F 467
 TG1564  PID         -  TG1564
 TG1564  STATE/COUNTY-  ND/WILLIAMS
 TG1564  USGS QUAD   -  WILLISTON WEST (1976)
 TG1564
 TG1564                         *CURRENT SURVEY CONTROL
 TG1564  ___________________________________________________________________
 TG1564* NAD 83(1986)-  48 14 40.     (N)    103 37 32.     (W)     SCALED    
 TG1564* NAVD 88     -       599.919  (meters)    1968.23   (feet)  ADJUSTED  
 TG1564  ___________________________________________________________________
 TG1564  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG1564  DYNAMIC HT  -         600.004 (meters)    1968.51  (feet)  COMP
 TG1564  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TG1564
 TG1564  VERT ORDER  -  FIRST     CLASS II
 TG1564
 TG1564.The horizontal coordinates were scaled from a topographic map and have
 TG1564.an estimated accuracy of +/- 6 seconds.
 TG1564
 TG1564.The orthometric height was determined by differential leveling
 TG1564.and adjusted by the National Geodetic Survey in June 1991..
 TG1564
 TG1564.The geoid height was determined by GEOID03.
 TG1564
 TG1564.The dynamic height is computed by dividing the NAVD 88
 TG1564.geopotential number by the normal gravity value computed on the
 TG1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1564.degrees latitude (g = 980.6199 gals.).
 TG1564
 TG1564.The modeled gravity was interpolated from observed gravity values.
 TG1564
 TG1564;                    North         East    Units  Estimated Accuracy
 TG1564;SPC ND N     -   143,070.      367,940.      MT  (+/- 180 meters Scaled)
 TG1564
 TG1564                          SUPERSEDED SURVEY CONTROL
 TG1564
 TG1564.No superseded survey control is available for this station.
 TG1564
 TG1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP020443(NAD 83)
 TG1564_MARKER: I = METAL ROD
 TG1564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1564_SP_SET: STAINLESS STEEL ROD
 TG1564_STAMPING: F 467 1982
 TG1564_MARK LOGO: NGS   
 TG1564_PROJECTION: FLUSH
 TG1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1564_ROD/PIPE-DEPTH: 4.9  meters
 TG1564
 TG1564  HISTORY     - Date     Condition        Report By
 TG1564  HISTORY     - 1982     MONUMENTED       NGS
 TG1564
 TG1564                          STATION DESCRIPTION
 TG1564
 TG1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1564'17.0 KM (10.55 MI) NORT FROM WILLISTON.
 TG1564'17.0 KM (10.55 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1564'JUNCTION IN WILLISTON, 46.6 METERS (152.9 FT) EAST OF THE CENTERLINE
 TG1564'OF THE NORTH BOUND LANES OF THE HIGHWAY, 18.4 METERS (60.4 FT) SOUTH
 TG1564'OF THE CENTER OF COUNTY ROAD 6 AND 1.6 METERS (5.2 FT) EAST OF THE
 TG1564'MOST WESTERLY 1 OF 2 UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1564'THROUGH A 5-INCH LOGO CAP.
 TG1564'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TG1564'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1425 ***********************************************************************
 SN1425  DESIGNATION -  F 468
 SN1425  PID         -  SN1425
 SN1425  STATE/COUNTY-  ND/WARD
 SN1425  USGS QUAD   -  MAX (1980)
 SN1425
 SN1425                         *CURRENT SURVEY CONTROL
 SN1425  ___________________________________________________________________
 SN1425* NAD 83(1986)-  47 52 19.     (N)    101 17 37.     (W)     SCALED    
 SN1425* NAVD 88     -       667.973  (meters)    2191.51   (feet)  ADJUSTED  
 SN1425  ___________________________________________________________________
 SN1425  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN1425  DYNAMIC HT  -         668.046 (meters)    2191.75  (feet)  COMP
 SN1425  MODELED GRAV-     980,699.6   (mgal)                       NAVD 88
 SN1425
 SN1425  VERT ORDER  -  FIRST     CLASS II
 SN1425
 SN1425.The horizontal coordinates were scaled from a topographic map and have
 SN1425.an estimated accuracy of +/- 6 seconds.
 SN1425
 SN1425.The orthometric height was determined by differential leveling
 SN1425.and adjusted by the National Geodetic Survey in June 1991..
 SN1425
 SN1425.The geoid height was determined by GEOID03.
 SN1425
 SN1425.The dynamic height is computed by dividing the NAVD 88
 SN1425.geopotential number by the normal gravity value computed on the
 SN1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1425.degrees latitude (g = 980.6199 gals.).
 SN1425
 SN1425.The modeled gravity was interpolated from observed gravity values.
 SN1425
 SN1425;                    North         East    Units  Estimated Accuracy
 SN1425;SPC ND N     -    97,250.      540,640.      MT  (+/- 180 meters Scaled)
 SN1425
 SN1425                          SUPERSEDED SURVEY CONTROL
 SN1425
 SN1425.No superseded survey control is available for this station.
 SN1425
 SN1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284046(NAD 83)
 SN1425_MARKER: I = METAL ROD
 SN1425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SN1425_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SN1425_STAMPING: F 468 1982
 SN1425_MARK LOGO: NGS   
 SN1425_PROJECTION: FLUSH
 SN1425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1425+STABILITY: POSITION/ELEVATION WELL
 SN1425_ROD/PIPE-DEPTH: 15.5 meters
 SN1425_SLEEVE-DEPTH  : 12.2 meters
 SN1425
 SN1425  HISTORY     - Date     Condition        Report By
 SN1425  HISTORY     - 1982     MONUMENTED       NGS
 SN1425
 SN1425                          STATION DESCRIPTION
 SN1425
 SN1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1425'40.0 KM (24.85 MI) SOUT FROM MINOT.
 SN1425'40.0 KM (24.85 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 SN1425'OFFICE IN MINOT, 0.2 KM (0.1 MI) NORTH OF A PRIVATE DRIVE LEADING
 SN1425'WEST, 30.8 METERS (101.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 SN1425'LANES OF THE HIGHWAY, 19.5 METERS (64.0 FT) SOUTH OF A T-FENCE CORNER
 SN1425'AND 0.9 METER (3.0 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 SN1425'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1425'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1425'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1152 ***********************************************************************
 SL1152  DESIGNATION -  F 469
 SL1152  PID         -  SL1152
 SL1152  STATE/COUNTY-  ND/GRAND FORKS
 SL1152  USGS QUAD   -  GRAND FORKS (1994)
 SL1152
 SL1152                         *CURRENT SURVEY CONTROL
 SL1152  ___________________________________________________________________
 SL1152* NAD 83(1986)-  47 55 07.     (N)    097 06 37.     (W)     SCALED    
 SL1152* NAVD 88     -       255.551  (meters)     838.42   (feet)  ADJUSTED  
 SL1152  ___________________________________________________________________
 SL1152  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 SL1152  DYNAMIC HT  -         255.598 (meters)     838.57  (feet)  COMP
 SL1152  MODELED GRAV-     980,790.2   (mgal)                       NAVD 88
 SL1152
 SL1152  VERT ORDER  -  FIRST     CLASS II
 SL1152
 SL1152.The horizontal coordinates were scaled from a topographic map and have
 SL1152.an estimated accuracy of +/- 6 seconds.
 SL1152
 SL1152.The orthometric height was determined by differential leveling
 SL1152.and adjusted by the National Geodetic Survey in June 1991..
 SL1152
 SL1152.The geoid height was determined by GEOID03.
 SL1152
 SL1152.The dynamic height is computed by dividing the NAVD 88
 SL1152.geopotential number by the normal gravity value computed on the
 SL1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1152.degrees latitude (g = 980.6199 gals.).
 SL1152
 SL1152.The modeled gravity was interpolated from observed gravity values.
 SL1152
 SL1152;                    North         East    Units  Estimated Accuracy
 SL1152;SPC ND N     -   107,710.      853,260.      MT  (+/- 180 meters Scaled)
 SL1152
 SL1152                          SUPERSEDED SURVEY CONTROL
 SL1152
 SL1152.No superseded survey control is available for this station.
 SL1152
 SL1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU411089(NAD 83)
 SL1152_MARKER: I = METAL ROD
 SL1152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1152_SP_SET: STAINLESS STEEL ROD
 SL1152_STAMPING: F 469 1981
 SL1152_MARK LOGO: NGS   
 SL1152_PROJECTION: RECESSED 10 CENTIMETERS
 SL1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1152_ROD/PIPE-DEPTH: 12.1 meters
 SL1152
 SL1152  HISTORY     - Date     Condition        Report By
 SL1152  HISTORY     - 1981     MONUMENTED       NGS
 SL1152
 SL1152                          STATION DESCRIPTION
 SL1152
 SL1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1152'5.9 KM (3.65 MI) WEST FROM GRAND FORKS.
 SL1152'5.9 KM (3.65 MI) WEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SL1152'DEPOT IN GRAND FORKS AT A GRAVEL ROAD CROSSING AND IN THE SOUTHEAST
 SL1152'CORNER OF THE VALLEY PLUMBING AND HEATING COMPANY PROPERTY, 1.3 KM
 SL1152'(0.8 MI) WEST OF I 29 HIGHWAY, 39.3 METERS (129.0 FT) WEST OF THE
 SL1152'CENTER OF THE GRAVEL ROAD, 21.9 METERS (72.0 FT) NORTH OF THE NORTH
 SL1152'RAIL OF THE RAILROAD TRACKS, 17.0 METERS (56.0 FT) WEST SOUTHWEST OF
 SL1152'THE WEST ONE OF THREE LARGE POWERLINE POLES, 32.6 METERS (107.0 FT)
 SL1152'EAST OF A TELEGRAPH POLE, 12.3 METERS (40.5 FT) WEST NORTHWEST OF A
 SL1152'TELEGRAPH POLE, 0.15 METERS (0.5 FT) NORTH OF THE OLD RAILROAD
 SL1152'RIGHT-OF-WAY FENCE LINE, 43.2 METERS (142.0 FT) SOUTH SOUTHEAST OF
 SL1152'THE SOUTHEAST CORNER OF THE VALLEY PLUMBING AND HEATING COMPANY
 SL1152'BUILDING.
 SL1152'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SL1152'THE MARK IS 0.6 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0390 ***********************************************************************
 RP0390  DESIGNATION -  F 47
 RP0390  PID         -  RP0390
 RP0390  STATE/COUNTY-  ND/CASS
 RP0390  USGS QUAD   -  FARGO NORTH (1993)
 RP0390
 RP0390                         *CURRENT SURVEY CONTROL
 RP0390  ___________________________________________________________________
 RP0390* NAD 83(1986)-  46 55 45.     (N)    096 50 38.     (W)     SCALED    
 RP0390* NAVD 88     -       272.394  (meters)     893.68   (feet)  ADJUSTED  
 RP0390  ___________________________________________________________________
 RP0390  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RP0390  DYNAMIC HT  -         272.423 (meters)     893.77  (feet)  COMP
 RP0390  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 RP0390
 RP0390  VERT ORDER  -  SECOND    CLASS 0
 RP0390
 RP0390.The horizontal coordinates were scaled from a topographic map and have
 RP0390.an estimated accuracy of +/- 6 seconds.
 RP0390
 RP0390.The orthometric height was determined by differential leveling
 RP0390.and adjusted by the National Geodetic Survey in June 1991..
 RP0390
 RP0390.The geoid height was determined by GEOID03.
 RP0390
 RP0390.The dynamic height is computed by dividing the NAVD 88
 RP0390.geopotential number by the normal gravity value computed on the
 RP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0390.degrees latitude (g = 980.6199 gals.).
 RP0390
 RP0390.The modeled gravity was interpolated from observed gravity values.
 RP0390
 RP0390;                    North         East    Units  Estimated Accuracy
 RP0390;SPC ND S     -   146,810.      878,320.      MT  (+/- 180 meters Scaled)
 RP0390
 RP0390                          SUPERSEDED SURVEY CONTROL
 RP0390
 RP0390  NGVD 29 (??/??/92)  272.106  (m)          892.73   (f) ADJ UNCH    2 0
 RP0390
 RP0390.Superseded values are not recommended for survey control.
 RP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0390.See file dsdata.txt to determine how the superseded data were derived.
 RP0390
 RP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS641995(NAD 83)
 RP0390_MARKER: DB = BENCH MARK DISK
 RP0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0390_STAMPING: F-47 1934
 RP0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0390+STABILITY: SURFACE MOTION
 RP0390
 RP0390  HISTORY     - Date     Condition        Report By
 RP0390  HISTORY     - 1934     MONUMENTED       CGS
 RP0390  HISTORY     - 1957     GOOD             NGS
 RP0390  HISTORY     - 1982     GOOD             NGS
 RP0390
 RP0390                          STATION DESCRIPTION
 RP0390
 RP0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0390'4.2 MI NW FROM FARGO.
 RP0390'4.2 MILES NORTHWEST OF CITY WATER TANK AT FARGO.  ALONG GREAT NORTHERN
 RP0390'RAILROAD 2 POLES NORTHWEST OF TILE CULVERT NO. 33 AND AT MILEPOST NO.
 RP0390'28.  SET IN POST 3 FEET BELOW RAIL LEVEL, 6 FEET NORTH OF POLE AND 60
 RP0390'FEET SOUTHWEST OF CENTER LINE OF TRACK.  A STANDARD DISK SET IN
 RP0390'CONCRETE POST, STAMPED F 47 1934.
 RP0390
 RP0390                          STATION RECOVERY (1957)
 RP0390
 RP0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RP0390'RECOVERED IN GOOD CONDITION.
 RP0390
 RP0390                          STATION RECOVERY (1982)
 RP0390
 RP0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1909 ***********************************************************************
 TF1909  DESIGNATION -  F 472
 TF1909  PID         -  TF1909
 TF1909  STATE/COUNTY-  ND/MCHENRY
 TF1909  USGS QUAD   -  NORWICH (1949)
 TF1909
 TF1909                         *CURRENT SURVEY CONTROL
 TF1909  ___________________________________________________________________
 TF1909* NAD 83(1986)-  48 14 24.     (N)    100 57 03.     (W)     SCALED    
 TF1909* NAVD 88     -       472.714  (meters)    1550.90   (feet)  ADJUSTED  
 TF1909  ___________________________________________________________________
 TF1909  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF1909  DYNAMIC HT  -         472.800 (meters)    1551.18  (feet)  COMP
 TF1909  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 TF1909
 TF1909  VERT ORDER  -  FIRST     CLASS II
 TF1909
 TF1909.The horizontal coordinates were scaled from a topographic map and have
 TF1909.an estimated accuracy of +/- 6 seconds.
 TF1909
 TF1909.The orthometric height was determined by differential leveling
 TF1909.and adjusted by the National Geodetic Survey in June 1991..
 TF1909
 TF1909.The geoid height was determined by GEOID03.
 TF1909
 TF1909.The dynamic height is computed by dividing the NAVD 88
 TF1909.geopotential number by the normal gravity value computed on the
 TF1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1909.degrees latitude (g = 980.6199 gals.).
 TF1909
 TF1909.The modeled gravity was interpolated from observed gravity values.
 TF1909
 TF1909;                    North         East    Units  Estimated Accuracy
 TF1909;SPC ND N     -   137,960.      566,520.      MT  (+/- 180 meters Scaled)
 TF1909
 TF1909                          SUPERSEDED SURVEY CONTROL
 TF1909
 TF1909.No superseded survey control is available for this station.
 TF1909
 TF1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU551448(NAD 83)
 TF1909_MARKER: I = METAL ROD
 TF1909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1909_SP_SET: STAINLESS STEEL ROD
 TF1909_STAMPING: F 472 1982
 TF1909_MARK LOGO: NGS   
 TF1909_PROJECTION: FLUSH
 TF1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1909_ROD/PIPE-DEPTH: 7.3  meters
 TF1909
 TF1909  HISTORY     - Date     Condition        Report By
 TF1909  HISTORY     - 1982     MONUMENTED       NGS
 TF1909
 TF1909                          STATION DESCRIPTION
 TF1909
 TF1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1909'11.3 KM (7.0 MI) WEST FROM GRANVILLE.
 TF1909'11.3 KM (7.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF AN
 TF1909'ASPHALT ROAD LEADING NORTH TO THE POST OFFICE IN GRANVILLE, ALSO
 TF1909'14.0 KM (8.7 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1909'ROAD 12 IN SURREY, SET AT A SECTION LINE ROAD, 31.6 METERS (104.0 FT)
 TF1909'NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.4 METERS (31.0 FT) EAST OF
 TF1909'THE CENTER OF A GRAVEL ROAD, 5.9 METERS (19.5 FT) NORTH OF THE
 TF1909'SOUTHERN ONE OF TWO POWERLINE GUY WIRES, 4.8 METERS (16.0 FT) SOUTH OF
 TF1909'THE NORTHERN ONE OF TWO POWERLINE POLE GUY WIRES, 0.9 METER (3.0 FT)
 TF1909'NORTH OF THE POWERLINE POLE WITH TWO GUY WIRES.
 TF1909'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 TF1909'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0440 ***********************************************************************
 RQ0440  DESIGNATION -  F 473
 RQ0440  PID         -  RQ0440
 RQ0440  STATE/COUNTY-  ND/STUTSMAN
 RQ0440  USGS QUAD   -  ELDRIDGE (1990)
 RQ0440
 RQ0440                         *CURRENT SURVEY CONTROL
 RQ0440  ___________________________________________________________________
 RQ0440* NAD 83(1986)-  46 53 34.     (N)    098 49 24.     (W)     SCALED    
 RQ0440* NAVD 88     -       466.178  (meters)    1529.45   (feet)  ADJUSTED  
 RQ0440  ___________________________________________________________________
 RQ0440  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 RQ0440  DYNAMIC HT  -         466.196 (meters)    1529.51  (feet)  COMP
 RQ0440  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 RQ0440
 RQ0440  VERT ORDER  -  FIRST     CLASS II
 RQ0440
 RQ0440.The horizontal coordinates were scaled from a topographic map and have
 RQ0440.an estimated accuracy of +/- 6 seconds.
 RQ0440
 RQ0440.The orthometric height was determined by differential leveling
 RQ0440.and adjusted by the National Geodetic Survey in June 1991..
 RQ0440
 RQ0440.The geoid height was determined by GEOID03.
 RQ0440
 RQ0440.The dynamic height is computed by dividing the NAVD 88
 RQ0440.geopotential number by the normal gravity value computed on the
 RQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0440.degrees latitude (g = 980.6199 gals.).
 RQ0440
 RQ0440.The modeled gravity was interpolated from observed gravity values.
 RQ0440
 RQ0440;                    North         East    Units  Estimated Accuracy
 RQ0440;SPC ND S     -   137,650.      727,760.      MT  (+/- 180 meters Scaled)
 RQ0440
 RQ0440                          SUPERSEDED SURVEY CONTROL
 RQ0440
 RQ0440.No superseded survey control is available for this station.
 RQ0440
 RQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS134932(NAD 83)
 RQ0440_MARKER: I = METAL ROD
 RQ0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0440_SP_SET: STAINLESS STEEL ROD
 RQ0440_STAMPING: F 473 1982
 RQ0440_MARK LOGO: NGS   
 RQ0440_PROJECTION: FLUSH
 RQ0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0440_ROD/PIPE-DEPTH: 7.3  meters
 RQ0440
 RQ0440  HISTORY     - Date     Condition        Report By
 RQ0440  HISTORY     - 1982     MONUMENTED       NGS
 RQ0440
 RQ0440                          STATION DESCRIPTION
 RQ0440
 RQ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0440'8.3 KM (5.15 MI) WEST FROM JAMESTOWN.
 RQ0440'8.3 KM (5.15 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RQ0440'INTERSECTION OF U.S. HIGHWAY 281 IN JAMESTOWN, AT AN ABANDON HOUSE,
 RQ0440'1.1 METERS (3.5 FT) NORTH OF A GUY WIRE, 1.2 METERS (4.0 FT) NORTH OF
 RQ0440'A RIGHT OF WAY FENCE, 2.1 METERS (7.0 FT) SOUTH OF A POWER POLE WITH A
 RQ0440'GUY WIRE AND TRANSFORMER, 26.3 METERS (86.5 FT) SOUTH-SOUTHWEST OF THE
 RQ0440'SOUTHEAST CORNER OF A HOUSE TRAILER, AND 27.7 METERS (91.0 FT)
 RQ0440'SOUTHWEST OF THE SOUTHEAST CORNER OF THE ABANDON 2 STORY STUCCO HOUSE.
 RQ0440'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 RQ0440'THE MARK IS ABOVE LEVEL WITH YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1615 ***********************************************************************
 TE1615  DESIGNATION -  F 474
 TE1615  PID         -  TE1615
 TE1615  STATE/COUNTY-  ND/BENSON
 TE1615  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1615
 TE1615                         *CURRENT SURVEY CONTROL
 TE1615  ___________________________________________________________________
 TE1615* NAD 83(1986)-  48 21 17.     (N)    099 50 43.     (W)     SCALED    
 TE1615* NAVD 88     -       477.401  (meters)    1566.27   (feet)  ADJUSTED  
 TE1615  ___________________________________________________________________
 TE1615  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TE1615  DYNAMIC HT  -         477.492 (meters)    1566.57  (feet)  COMP
 TE1615  MODELED GRAV-     980,788.5   (mgal)                       NAVD 88
 TE1615
 TE1615  VERT ORDER  -  FIRST     CLASS II
 TE1615
 TE1615.The horizontal coordinates were scaled from a topographic map and have
 TE1615.an estimated accuracy of +/- 6 seconds.
 TE1615
 TE1615.The orthometric height was determined by differential leveling
 TE1615.and adjusted by the National Geodetic Survey in June 1991..
 TE1615
 TE1615.The geoid height was determined by GEOID03.
 TE1615
 TE1615.The dynamic height is computed by dividing the NAVD 88
 TE1615.geopotential number by the normal gravity value computed on the
 TE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1615.degrees latitude (g = 980.6199 gals.).
 TE1615
 TE1615.The modeled gravity was interpolated from observed gravity values.
 TE1615
 TE1615;                    North         East    Units  Estimated Accuracy
 TE1615;SPC ND N     -   150,830.      648,520.      MT  (+/- 180 meters Scaled)
 TE1615
 TE1615                          SUPERSEDED SURVEY CONTROL
 TE1615
 TE1615.No superseded survey control is available for this station.
 TE1615
 TE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU373560(NAD 83)
 TE1615_MARKER: I = METAL ROD
 TE1615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1615_SP_SET: STAINLESS STEEL ROD
 TE1615_STAMPING: F 474 1982
 TE1615_MARK LOGO: NGS   
 TE1615_PROJECTION: FLUSH
 TE1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1615+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 TE1615_ROD/PIPE-DEPTH: 9.7  meters
 TE1615
 TE1615  HISTORY     - Date     Condition        Report By
 TE1615  HISTORY     - 1982     MONUMENTED       NGS
 TE1615  HISTORY     - 20000912 GOOD             NDHD
 TE1615
 TE1615                          STATION DESCRIPTION
 TE1615
 TE1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1615'11.7 KM (7.25 MI) EAST FROM RUGBY.
 TE1615'11.7 KM (7.25 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 TE1615'OF STATE ROUTE 3 IN RUGBY, 0.1 KM (0.05 MI) EAST OF A SECTION LINE,
 TE1615'AND AT A POWERLINE POLE WITH THREE GUY WIRES ATTACHED, 0.8 METERS (2.5
 TE1615'FT) EAST OF POWER POLE NUMBER 150, 4.8 METERS (16.0 FT) WEST OF A
 TE1615'POWER POLE GUY WIRE, 3.0 METERS (10.0 FT) NORTH OF A POWER POLE GUY
 TE1615'6.2 METERS (20.5 FT) WEST OF A POWER POLE GUY WIRE, 30.4 METERS (100.0
 TE1615'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF HIGHWAY, AND 59.1
 TE1615'METERS (194.0 FT) EAST OF A TELEPHONE JUNCTION BOX.
 TE1615'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TE1615'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TE1615
 TE1615                          STATION RECOVERY (2000)
 TE1615
 TE1615'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1615'STAMPED 'F474 1982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1869 ***********************************************************************
 TF1869  DESIGNATION -  F 475
 TF1869  PID         -  TF1869
 TF1869  STATE/COUNTY-  ND/ROLETTE
 TF1869  USGS QUAD   -  FONDA (1955)
 TF1869
 TF1869                         *CURRENT SURVEY CONTROL
 TF1869  ___________________________________________________________________
 TF1869* NAD 83(1986)-  48 44 01.     (N)    100 03 05.     (W)     SCALED    
 TF1869* NAVD 88     -       485.934  (meters)    1594.27   (feet)  ADJUSTED  
 TF1869  ___________________________________________________________________
 TF1869  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TF1869  DYNAMIC HT  -         486.056 (meters)    1594.67  (feet)  COMP
 TF1869  MODELED GRAV-     980,844.8   (mgal)                       NAVD 88
 TF1869
 TF1869  VERT ORDER  -  FIRST     CLASS II
 TF1869
 TF1869.The horizontal coordinates were scaled from a topographic map and have
 TF1869.an estimated accuracy of +/- 6 seconds.
 TF1869
 TF1869.The orthometric height was determined by differential leveling
 TF1869.and adjusted by the National Geodetic Survey in June 1991..
 TF1869
 TF1869.The geoid height was determined by GEOID03.
 TF1869
 TF1869.The dynamic height is computed by dividing the NAVD 88
 TF1869.geopotential number by the normal gravity value computed on the
 TF1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1869.degrees latitude (g = 980.6199 gals.).
 TF1869
 TF1869.The modeled gravity was interpolated from observed gravity values.
 TF1869
 TF1869;                    North         East    Units  Estimated Accuracy
 TF1869;SPC ND N     -   192,850.      633,000.      MT  (+/- 180 meters Scaled)
 TF1869
 TF1869                          SUPERSEDED SURVEY CONTROL
 TF1869
 TF1869.No superseded survey control is available for this station.
 TF1869
 TF1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU226983(NAD 83)
 TF1869_MARKER: I = METAL ROD
 TF1869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1869_SP_SET: STAINLESS STEEL ROD
 TF1869_STAMPING: F 475 1982
 TF1869_MARK LOGO: NGS   
 TF1869_PROJECTION: FLUSH
 TF1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1869_ROD/PIPE-DEPTH: 7.3  meters
 TF1869
 TF1869  HISTORY     - Date     Condition        Report By
 TF1869  HISTORY     - 1982     MONUMENTED       NGS
 TF1869
 TF1869                          STATION DESCRIPTION
 TF1869
 TF1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1869'8.0 KM (5.0 MI) SOUTH FROM DUNSEITH.
 TF1869'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 TF1869'HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD, 22.9 METERS
 TF1869'(75.0 FT) NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX, 22.2 METERS
 TF1869'(73.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.0 FT)
 TF1869'NORTH OF THE CENTER OF A GRAVEL ROAD, 2.6 METERS (8.5 FT) NORTH OF A
 TF1869'CORNER FENCE POST, AND 0.3 METER (1.0 FT) EAST OF A FENCE LINE.
 TF1869'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1869'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1949 ***********************************************************************
 TF1949  DESIGNATION -  F 476
 TF1949  PID         -  TF1949
 TF1949  STATE/COUNTY-  ND/PIERCE
 TF1949  USGS QUAD   -  BERWICK (1954)
 TF1949
 TF1949                         *CURRENT SURVEY CONTROL
 TF1949  ___________________________________________________________________
 TF1949* NAD 83(1986)-  48 21 20.     (N)    100 08 56.     (W)     SCALED    
 TF1949* NAVD 88     -       457.778  (meters)    1501.89   (feet)  ADJUSTED  
 TF1949  ___________________________________________________________________
 TF1949  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF1949  DYNAMIC HT  -         457.870 (meters)    1502.20  (feet)  COMP
 TF1949  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 TF1949
 TF1949  VERT ORDER  -  FIRST     CLASS II
 TF1949
 TF1949.The horizontal coordinates were scaled from a topographic map and have
 TF1949.an estimated accuracy of +/- 6 seconds.
 TF1949
 TF1949.The orthometric height was determined by differential leveling
 TF1949.and adjusted by the National Geodetic Survey in June 1991..
 TF1949
 TF1949.The geoid height was determined by GEOID03.
 TF1949
 TF1949.The dynamic height is computed by dividing the NAVD 88
 TF1949.geopotential number by the normal gravity value computed on the
 TF1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1949.degrees latitude (g = 980.6199 gals.).
 TF1949
 TF1949.The modeled gravity was interpolated from observed gravity values.
 TF1949
 TF1949;                    North         East    Units  Estimated Accuracy
 TF1949;SPC ND N     -   150,770.      626,020.      MT  (+/- 180 meters Scaled)
 TF1949
 TF1949                          SUPERSEDED SURVEY CONTROL
 TF1949
 TF1949.No superseded survey control is available for this station.
 TF1949
 TF1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU148564(NAD 83)
 TF1949_MARKER: I = METAL ROD
 TF1949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1949_SP_SET: STAINLESS STEEL ROD
 TF1949_STAMPING: F 476 1982
 TF1949_MARK LOGO: NGS   
 TF1949_PROJECTION: FLUSH
 TF1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1949_ROD/PIPE-DEPTH: 9.7  meters
 TF1949
 TF1949  HISTORY     - Date     Condition        Report By
 TF1949  HISTORY     - 1982     MONUMENTED       NGS
 TF1949
 TF1949                          STATION DESCRIPTION
 TF1949
 TF1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1949'11.3 KM (7.0 MI) WEST FROM RUGBY.
 TF1949'11.3 KM (7.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1949'HIGHWAY 3 IN RUGBY, ACROSS FROM A SECTION LINE ROAD, 1.1 METERS
 TF1949'(3.5 FT) EAST OF A POWERLINE POLE NUMBER 125 WITH TWO GUY WIRES,
 TF1949'2.7 METERS (9.0 FT) NORTH-NORTHEAST OF A POWER POLE GUY WIRE,
 TF1949'2.7 METERS ((9.0 FT) SOUTH-SOUTHEAST OF A POWER POLE GUY WIRE,
 TF1949'8.2 METERS (27.0 FT) EAST OF THE EXTENDED CENTER OF THE SECTION LINE
 TF1949'ROAD, 30.5 METERS (100.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TF1949'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1949'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1167 ***********************************************************************
 SL1167  DESIGNATION -  F 477
 SL1167  PID         -  SL1167
 SL1167  STATE/COUNTY-  ND/GRAND FORKS
 SL1167  USGS QUAD   -  LARIMORE WEST (1963)
 SL1167
 SL1167                         *CURRENT SURVEY CONTROL
 SL1167  ___________________________________________________________________
 SL1167* NAD 83(1986)-  47 57 11.     (N)    097 44 28.     (W)     SCALED    
 SL1167* NAVD 88     -       368.345  (meters)    1208.48   (feet)  ADJUSTED  
 SL1167  ___________________________________________________________________
 SL1167  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 SL1167  DYNAMIC HT  -         368.406 (meters)    1208.68  (feet)  COMP
 SL1167  MODELED GRAV-     980,765.7   (mgal)                       NAVD 88
 SL1167
 SL1167  VERT ORDER  -  FIRST     CLASS II
 SL1167
 SL1167.The horizontal coordinates were scaled from a topographic map and have
 SL1167.an estimated accuracy of +/- 6 seconds.
 SL1167
 SL1167.The orthometric height was determined by differential leveling
 SL1167.and adjusted by the National Geodetic Survey in June 1991..
 SL1167
 SL1167.The geoid height was determined by GEOID03.
 SL1167
 SL1167.The dynamic height is computed by dividing the NAVD 88
 SL1167.geopotential number by the normal gravity value computed on the
 SL1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1167.degrees latitude (g = 980.6199 gals.).
 SL1167
 SL1167.The modeled gravity was interpolated from observed gravity values.
 SL1167
 SL1167;                    North         East    Units  Estimated Accuracy
 SL1167;SPC ND N     -   109,650.      806,010.      MT  (+/- 180 meters Scaled)
 SL1167
 SL1167                          SUPERSEDED SURVEY CONTROL
 SL1167
 SL1167.No superseded survey control is available for this station.
 SL1167
 SL1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU939118(NAD 83)
 SL1167_MARKER: I = METAL ROD
 SL1167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1167_SP_SET: STAINLESS STEEL ROD
 SL1167_STAMPING: F 477 1982
 SL1167_MARK LOGO: NGS   
 SL1167_PROJECTION: FLUSH
 SL1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1167_ROD/PIPE-DEPTH: 7.31 meters
 SL1167
 SL1167  HISTORY     - Date     Condition        Report By
 SL1167  HISTORY     - 1982     MONUMENTED       NGS
 SL1167
 SL1167                          STATION DESCRIPTION
 SL1167
 SL1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1167'14.0 KM (8.7 MI) NW FROM LARIMORE.
 SL1167'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1167'COUNTY ROAD 4 IN LARIMORE, TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1167'9.2 KM (5.75 MI) WEST ALONG U.S. HIGHWAY 2 TO A NORTH-SOUTH PROPERTY
 SL1167'LINE, 114.7 METERS (371.0 FT) NORTH OF THREE COTTONWOOD TREES IN THE
 SL1167'PROPERTY LINE, 30.4 METERS (100.0 FT) SOUTH OF THE CENTERLINE OF THE
 SL1167'EASTBOUND LANE OF THE HIGHWAY, 14.0 METERS (46.0 FT) WEST OF THE
 SL1167'PROPERTY LINE, 0.75 METERS (2.5 FT) EAST OF A CONCRETE RIGHT OF WAY
 SL1167'POST, AND 0.3 METER (1.0 FT) WEST OF A WITNESS POST.
 SL1167'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SL1167'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1565 ***********************************************************************
 TE1565  DESIGNATION -  F 478
 TE1565  PID         -  TE1565
 TE1565  STATE/COUNTY-  ND/RAMSEY
 TE1565  USGS QUAD   -  CRARY (1994)
 TE1565
 TE1565                         *CURRENT SURVEY CONTROL
 TE1565  ___________________________________________________________________
 TE1565* NAD 83(1986)-  48 02 58.     (N)    098 40 54.     (W)     SCALED    
 TE1565* NAVD 88     -       448.382  (meters)    1471.07   (feet)  ADJUSTED  
 TE1565  ___________________________________________________________________
 TE1565  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 TE1565  DYNAMIC HT  -         448.454 (meters)    1471.30  (feet)  COMP
 TE1565  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 TE1565
 TE1565  VERT ORDER  -  FIRST     CLASS II
 TE1565
 TE1565.The horizontal coordinates were scaled from a topographic map and have
 TE1565.an estimated accuracy of +/- 6 seconds.
 TE1565
 TE1565.The orthometric height was determined by differential leveling
 TE1565.and adjusted by the National Geodetic Survey in June 1991..
 TE1565
 TE1565.The geoid height was determined by GEOID03.
 TE1565
 TE1565.The dynamic height is computed by dividing the NAVD 88
 TE1565.geopotential number by the normal gravity value computed on the
 TE1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1565.degrees latitude (g = 980.6199 gals.).
 TE1565
 TE1565.The modeled gravity was interpolated from observed gravity values.
 TE1565
 TE1565;                    North         East    Units  Estimated Accuracy
 TE1565;SPC ND N     -   118,280.      735,540.      MT  (+/- 180 meters Scaled)
 TE1565
 TE1565                          SUPERSEDED SURVEY CONTROL
 TE1565
 TE1565.No superseded survey control is available for this station.
 TE1565
 TE1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU237218(NAD 83)
 TE1565_MARKER: I = METAL ROD
 TE1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1565_SP_SET: STAINLESS STEEL ROD
 TE1565_STAMPING: F 478 1982
 TE1565_MARK LOGO: NGS   
 TE1565_PROJECTION: FLUSH
 TE1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1565_ROD/PIPE-DEPTH: 4.2  meters
 TE1565
 TE1565  HISTORY     - Date     Condition        Report By
 TE1565  HISTORY     - 1982     MONUMENTED       NGS
 TE1565
 TE1565                          STATION DESCRIPTION
 TE1565
 TE1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1565'16.5 KM (10.25 MI) EAST FROM DEVILS LAKE.
 TE1565'16.5 KM (10.25 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1565'STATE HIGHWAY 20 IN DEVILS LAKE, TO A COUNTRY ROAD CROSSING,
 TE1565'28.6 METERS (94.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 TE1565'THE HIGHWAY, 13.1 METERS (43.0 FT) EAST OF THE CENTER OF THE ROAD,
 TE1565'1.15 METERS (3.5 FT) WEST OF A POWERLINE POLE, AND 0.9 METER (3.0 FT)
 TE1565'EAST OF A BURIED TELEPHONE CABLE BOX.
 TE1565'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1565'THE MARK IS 1.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1593 ***********************************************************************
 TE1593  DESIGNATION -  F 479
 TE1593  PID         -  TE1593
 TE1593  STATE/COUNTY-  ND/RAMSEY
 TE1593  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1593
 TE1593                         *CURRENT SURVEY CONTROL
 TE1593  ___________________________________________________________________
 TE1593* NAD 83(1986)-  48 16 04.     (N)    099 11 55.     (W)     SCALED    
 TE1593* NAVD 88     -       443.469  (meters)    1454.95   (feet)  ADJUSTED  
 TE1593  ___________________________________________________________________
 TE1593  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 TE1593  DYNAMIC HT  -         443.549 (meters)    1455.21  (feet)  COMP
 TE1593  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TE1593
 TE1593  VERT ORDER  -  FIRST     CLASS II
 TE1593
 TE1593.The horizontal coordinates were scaled from a topographic map and have
 TE1593.an estimated accuracy of +/- 6 seconds.
 TE1593
 TE1593.The orthometric height was determined by differential leveling
 TE1593.and adjusted by the National Geodetic Survey in June 1991..
 TE1593
 TE1593.The geoid height was determined by GEOID03.
 TE1593
 TE1593.The dynamic height is computed by dividing the NAVD 88
 TE1593.geopotential number by the normal gravity value computed on the
 TE1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1593.degrees latitude (g = 980.6199 gals.).
 TE1593
 TE1593.The modeled gravity was interpolated from observed gravity values.
 TE1593
 TE1593;                    North         East    Units  Estimated Accuracy
 TE1593;SPC ND N     -   141,770.      696,600.      MT  (+/- 180 meters Scaled)
 TE1593
 TE1593                          SUPERSEDED SURVEY CONTROL
 TE1593
 TE1593  NGVD 29 (04/23/90)  443.100  (m)         1453.74   (f) ADJUSTED    1 2
 TE1593
 TE1593.Superseded values are not recommended for survey control.
 TE1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1593.See file dsdata.txt to determine how the superseded data were derived.
 TE1593
 TE1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852460(NAD 83)
 TE1593_MARKER: I = METAL ROD
 TE1593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1593_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1593_STAMPING: F 479 1982
 TE1593_MARK LOGO: NGS   
 TE1593_PROJECTION: FLUSH
 TE1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1593+STABILITY: POSITION/ELEVATION WELL
 TE1593_ROD/PIPE-DEPTH: 16.6 meters
 TE1593_SLEEVE-DEPTH  : 12.1 meters
 TE1593
 TE1593  HISTORY     - Date     Condition        Report By
 TE1593  HISTORY     - 1982     MONUMENTED       NGS
 TE1593  HISTORY     - 1982     GOOD             NGS
 TE1593  HISTORY     - 19970319 GOOD             LOCENG
 TE1593
 TE1593                          STATION DESCRIPTION
 TE1593
 TE1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1593'IN CHURCHS FERRY.
 TE1593'IN CHURCHS FERRY IN THE SOUTHEAST CORNER OF THE ZION LUTHERAN CHURCH
 TE1593'LAWN, IN THE SOUTHWEST PART OF TOWN, 23.4 METERS (77.0 FT) EAST OF THE
 TE1593'MOST SOUTHERLY SOUTHEAST CORNER OF THE CHURCH, 14.2 METERS (46.5 FT)
 TE1593'SOUTH OF THE MOST NORTHERLY SOUTHEAST CORNER OF THE CHURCH, 6.2 METERS
 TE1593'(20.5 FT) SOUTH SOUTHEAST OF THE SOUTHEAST LEG OF A TOWER SUPPORTING
 TE1593'THE CHURCH BELL, 6.4 METERS (21.0 FT) SOUTHEAST OF A LIGHT POLE IN THE
 TE1593'LAWN, 3.3 METERS (11.0 FT) NORTH NORTHWEST OF A WELL PUMP (OLD PITCHER
 TE1593'PUMP), 3.0 METERS (10.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK IN
 TE1593'FRONT OF THE CHURCH, AND 4.5 METERS (15.0 FT) SOUTH SOUTHEAST OF THE
 TE1593'SOUTH LEG OF THE CHURCH SIGN.
 TE1593'THE MARK IS ABOVE LEVEL WITH STREET.
 TE1593
 TE1593                          STATION RECOVERY (1982)
 TE1593
 TE1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1593'RECOVERED IN GOOD CONDITION.
 TE1593
 TE1593                          STATION RECOVERY (1997)
 TE1593
 TE1593'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GLJ)
 TE1593'RECOVERED IN GOOD CONDITION.  NOTE--LOCATION IS BAD FOR USE WITH GPS
 TE1593'AS THERE ARE TREE CANOPIES AND BUILDINGS IN NEARLY EVERY DIRECTION
 TE1593'FROM THE MARK.  MARK IS WELL PROTECTED IN THE CHURCH LOT AND ACCESS IS
 TE1593'EASY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0493 ***********************************************************************
 SL0493  DESIGNATION -  F 48
 SL0493  PID         -  SL0493
 SL0493  STATE/COUNTY-  ND/TRAILL
 SL0493  USGS QUAD   -  HILLSBORO (1984)
 SL0493
 SL0493                         *CURRENT SURVEY CONTROL
 SL0493  ___________________________________________________________________
 SL0493* NAD 83(1986)-  47 29 00.     (N)    097 04 31.     (W)     SCALED    
 SL0493* NAVD 88     -       278.691  (meters)     914.34   (feet)  ADJUSTED  
 SL0493  ___________________________________________________________________
 SL0493  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 SL0493  DYNAMIC HT  -         278.730 (meters)     914.47  (feet)  COMP
 SL0493  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 SL0493
 SL0493  VERT ORDER  -  SECOND    CLASS 0
 SL0493
 SL0493.The horizontal coordinates were scaled from a topographic map and have
 SL0493.an estimated accuracy of +/- 6 seconds.
 SL0493
 SL0493.The orthometric height was determined by differential leveling
 SL0493.and adjusted by the National Geodetic Survey in June 1991..
 SL0493
 SL0493.The geoid height was determined by GEOID03.
 SL0493
 SL0493.The dynamic height is computed by dividing the NAVD 88
 SL0493.geopotential number by the normal gravity value computed on the
 SL0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0493.degrees latitude (g = 980.6199 gals.).
 SL0493
 SL0493.The modeled gravity was interpolated from observed gravity values.
 SL0493
 SL0493;                    North         East    Units  Estimated Accuracy
 SL0493;SPC ND N     -    59,480.      858,030.      MT  (+/- 180 meters Scaled)
 SL0493
 SL0493                          SUPERSEDED SURVEY CONTROL
 SL0493
 SL0493  NGVD 29 (??/??/92)  278.340  (m)          913.19   (f) ADJ UNCH    2 0
 SL0493
 SL0493.Superseded values are not recommended for survey control.
 SL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0493.See file dsdata.txt to determine how the superseded data were derived.
 SL0493
 SL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT450606(NAD 83)
 SL0493_MARKER: DB = BENCH MARK DISK
 SL0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0493_STAMPING: F-48 1934
 SL0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0493+STABILITY: SURFACE MOTION
 SL0493
 SL0493  HISTORY     - Date     Condition        Report By
 SL0493  HISTORY     - 1934     MONUMENTED       CGS
 SL0493  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0493
 SL0493                          STATION DESCRIPTION
 SL0493
 SL0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0493'2.2 MI S FROM CUMMINGS.
 SL0493'2.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0493'CUMMINGS, TRAILL COUNTY, ABOUT 5 POLES SOUTH OF MILEPOST 68, AT A
 SL0493'PUBLIC-ROAD CROSSING, 42 FEET NORTH OF THE ROAD, ABOUT 60 FEET WEST OF
 SL0493'THE CENTER LINE OF THE TRACK, 5 FEET NORTHEAST OF A POLE, AND ABOUT 3
 SL0493'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 48 1934 AND SET
 SL0493'IN THE TOP OF A CONCRETE POST.
 SL0493
 SL0493                          STATION RECOVERY (1963)
 SL0493
 SL0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0987 ***********************************************************************
 SM0987  DESIGNATION -  F 480
 SM0987  PID         -  SM0987
 SM0987  STATE/COUNTY-  ND/BENSON
 SM0987  USGS QUAD   -  OBERON (1986)
 SM0987
 SM0987                         *CURRENT SURVEY CONTROL
 SM0987  ___________________________________________________________________
 SM0987* NAD 83(1986)-  47 58 42.     (N)    099 09 49.     (W)     SCALED    
 SM0987* NAVD 88     -       464.627  (meters)    1524.36   (feet)  ADJUSTED  
 SM0987  ___________________________________________________________________
 SM0987  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 SM0987  DYNAMIC HT  -         464.698 (meters)    1524.60  (feet)  COMP
 SM0987  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 SM0987
 SM0987  VERT ORDER  -  FIRST     CLASS II
 SM0987
 SM0987.The horizontal coordinates were scaled from a topographic map and have
 SM0987.an estimated accuracy of +/- 6 seconds.
 SM0987
 SM0987.The orthometric height was determined by differential leveling
 SM0987.and adjusted by the National Geodetic Survey in June 1991..
 SM0987
 SM0987.The geoid height was determined by GEOID03.
 SM0987
 SM0987.The dynamic height is computed by dividing the NAVD 88
 SM0987.geopotential number by the normal gravity value computed on the
 SM0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0987.degrees latitude (g = 980.6199 gals.).
 SM0987
 SM0987.The modeled gravity was interpolated from observed gravity values.
 SM0987
 SM0987;                    North         East    Units  Estimated Accuracy
 SM0987;SPC ND N     -   109,640.      699,760.      MT  (+/- 180 meters Scaled)
 SM0987
 SM0987                          SUPERSEDED SURVEY CONTROL
 SM0987
 SM0987  NGVD 29 (04/23/90)  464.252  (m)         1523.13   (f) ADJUSTED    1 2
 SM0987
 SM0987.Superseded values are not recommended for survey control.
 SM0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0987.See file dsdata.txt to determine how the superseded data were derived.
 SM0987
 SM0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU877139(NAD 83)
 SM0987_MARKER: I = METAL ROD
 SM0987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0987_SP_SET: STAINLESS STEEL ROD
 SM0987_STAMPING: F 480 1982
 SM0987_MARK LOGO: NGS   
 SM0987_PROJECTION: FLUSH
 SM0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0987_ROD/PIPE-DEPTH: 5.79 meters
 SM0987
 SM0987  HISTORY     - Date     Condition        Report By
 SM0987  HISTORY     - 1982     MONUMENTED       NGS
 SM0987
 SM0987                          STATION DESCRIPTION
 SM0987
 SM0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0987'9.6 KM (6.0 MI) NNE FROM OBERON.
 SM0987'6.1 KM (3.8 MI) NORTH ALONG (OLD) U.S. HIGHWAY 281 FROM OBERON TO A
 SM0987'CROSSROAD AND (NEW) U.S. HIGHWAY 281, THENCE 3.5 KM (2.2 MI) EAST
 SM0987'ALONG (NEW) U.S. HIGHWAY 281 TO HIGHWAY MILEPOST 151 AND THE MARK,
 SM0987'30.3 METERS (99.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SM0987'20.4 METERS (67.0 FT) NORTHEAST OF MILEPOST 151, AND 0.9 METER
 SM0987'(3.0 FT) EAST OF A POWERLINE POLE.
 SM0987'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SM0987'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1009 ***********************************************************************
 SM1009  DESIGNATION -  F 481
 SM1009  PID         -  SM1009
 SM1009  STATE/COUNTY-  ND/EDDY
 SM1009  USGS QUAD   -  NEW ROCKFORD (1986)
 SM1009
 SM1009                         *CURRENT SURVEY CONTROL
 SM1009  ___________________________________________________________________
 SM1009* NAD 83(1986)-  47 41 45.     (N)    099 07 32.     (W)     SCALED    
 SM1009* NAVD 88     -       466.120  (meters)    1529.26   (feet)  ADJUSTED  
 SM1009  ___________________________________________________________________
 SM1009  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SM1009  DYNAMIC HT  -         466.169 (meters)    1529.42  (feet)  COMP
 SM1009  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 SM1009
 SM1009  VERT ORDER  -  FIRST     CLASS II
 SM1009
 SM1009.The horizontal coordinates were scaled from a topographic map and have
 SM1009.an estimated accuracy of +/- 6 seconds.
 SM1009
 SM1009.The orthometric height was determined by differential leveling
 SM1009.and adjusted by the National Geodetic Survey in June 1991..
 SM1009
 SM1009.The geoid height was determined by GEOID03.
 SM1009
 SM1009.The dynamic height is computed by dividing the NAVD 88
 SM1009.geopotential number by the normal gravity value computed on the
 SM1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1009.degrees latitude (g = 980.6199 gals.).
 SM1009
 SM1009.The modeled gravity was interpolated from observed gravity values.
 SM1009
 SM1009;                    North         East    Units  Estimated Accuracy
 SM1009;SPC ND N     -    78,280.      703,160.      MT  (+/- 180 meters Scaled)
 SM1009
 SM1009                          SUPERSEDED SURVEY CONTROL
 SM1009
 SM1009  NGVD 29 (04/23/90)  465.729  (m)         1527.98   (f) ADJUSTED    1 2
 SM1009
 SM1009.Superseded values are not recommended for survey control.
 SM1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1009.See file dsdata.txt to determine how the superseded data were derived.
 SM1009
 SM1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT905825(NAD 83)
 SM1009_MARKER: I = METAL ROD
 SM1009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1009_SP_SET: STAINLESS STEEL ROD
 SM1009_STAMPING: F 481 1982
 SM1009_MARK LOGO: NGS   
 SM1009_PROJECTION: FLUSH
 SM1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1009_ROD/PIPE-DEPTH: 6.09 meters
 SM1009
 SM1009  HISTORY     - Date     Condition        Report By
 SM1009  HISTORY     - 1982     MONUMENTED       NGS
 SM1009
 SM1009                          STATION DESCRIPTION
 SM1009
 SM1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1009'2.8 KM (1.75 MI) NORTH FROM NEW ROCKFORD.
 SM1009'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1009'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 1.9 KM (1.2 MI)
 SM1009'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK, ON THE EAST SIDE OF THE
 SM1009'HIGHWAY, 36.9 METERS (121.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SM1009'35.5 METERS (116.5 FT) EAST-NORTHEAST OF A 24-INCH DIAMETER CONCRETE
 SM1009'PIPE CULVERT UNDER THE HIGHWAY, AND 35.4 METERS (116.0 FT)
 SM1009'SOUTH-SOUTHWEST OF A 4 FEET BY 3 FEET BOULDER.
 SM1009'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM1009'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1035 ***********************************************************************
 SM1035  DESIGNATION -  F 482
 SM1035  PID         -  SM1035
 SM1035  STATE/COUNTY-  ND/STUTSMAN
 SM1035  USGS QUAD   -  MELVILLE (1986)
 SM1035
 SM1035                         *CURRENT SURVEY CONTROL
 SM1035  ___________________________________________________________________
 SM1035* NAD 83(1986)-  47 18 45.     (N)    099 01 15.     (W)     SCALED    
 SM1035* NAVD 88     -       488.757  (meters)    1603.53   (feet)  ADJUSTED  
 SM1035  ___________________________________________________________________
 SM1035  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SM1035  DYNAMIC HT  -         488.798 (meters)    1603.66  (feet)  COMP
 SM1035  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 SM1035
 SM1035  VERT ORDER  -  FIRST     CLASS II
 SM1035
 SM1035.The horizontal coordinates were scaled from a topographic map and have
 SM1035.an estimated accuracy of +/- 6 seconds.
 SM1035
 SM1035.The orthometric height was determined by differential leveling
 SM1035.and adjusted by the National Geodetic Survey in June 1991..
 SM1035
 SM1035.The geoid height was determined by GEOID03.
 SM1035
 SM1035.The dynamic height is computed by dividing the NAVD 88
 SM1035.geopotential number by the normal gravity value computed on the
 SM1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1035.degrees latitude (g = 980.6199 gals.).
 SM1035
 SM1035.The modeled gravity was interpolated from observed gravity values.
 SM1035
 SM1035;                    North         East    Units  Estimated Accuracy
 SM1035;SPC ND S     -   184,000.      711,830.      MT  (+/- 180 meters Scaled)
 SM1035
 SM1035                          SUPERSEDED SURVEY CONTROL
 SM1035
 SM1035  NGVD 29 (04/23/90)  488.372  (m)         1602.27   (f) ADJUSTED    1 2
 SM1035
 SM1035.Superseded values are not recommended for survey control.
 SM1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1035.See file dsdata.txt to determine how the superseded data were derived.
 SM1035
 SM1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT984398(NAD 83)
 SM1035_MARKER: I = METAL ROD
 SM1035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1035_SP_SET: STAINLESS STEEL ROD
 SM1035_STAMPING: F 482 1982
 SM1035_MARK LOGO: NGS   
 SM1035_PROJECTION: FLUSH
 SM1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1035_ROD/PIPE-DEPTH: 8.5  meters
 SM1035
 SM1035  HISTORY     - Date     Condition        Report By
 SM1035  HISTORY     - 1982     MONUMENTED       NGS
 SM1035
 SM1035                          STATION DESCRIPTION
 SM1035
 SM1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1035'17.9 KM (11.1 MI) SE FROM CARRINGTON.
 SM1035'17.9 KM (11.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1035'OF STATE HIGHWAY 200 (EAST) ON THE NORTHEAST EDGE OF CARRINGTON, AT A
 SM1035'SECTION LINE ROAD, ALSO, 18.6 KM (11.55 MI) NORTHWEST ALONG U.S.
 SM1035'HIGHWAY 281 FROM THE JUNCTION OF STATE HIGHWAY 36 ON THE NORTH EDGE OF
 SM1035'PINGREE, 56.39 METERS (185.0 FT) WEST OF THE CENTERLINE OF THE
 SM1035'HIGHWAY, 17.22 METERS (56.5 FT) WEST OF THE WEST RAIL OF THE RAILROAD
 SM1035'TRACKS, 15.85 METERS (52.0 FT) SOUTHEAST OF THE CENTER OF A GRAVEL
 SM1035'ROAD, 11.28 METERS (37.0 FT) SOUTH OF A RAILROAD WARNING SIGN,
 SM1035'4.88 METERS (16.0 FT) SOUTH-SOUTHEAST OF A BRACED CORNER FENCE POST,
 SM1035'0.76 METERS (2.5 FT) NORTHEAST OF A POWERLINE POLE WITH TWO GUY WIRES
 SM1035'ATTACHED, AND 0.61 METERS (2.0 FT) SOUTHWEST OF A FENCE LINE.
 SM1035'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 SM1035'THE MARK IS 0.6 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0430 ***********************************************************************
 RQ0430  DESIGNATION -  F 483
 RQ0430  PID         -  RQ0430
 RQ0430  STATE/COUNTY-  ND/STUTSMAN
 RQ0430  USGS QUAD   -  JAMESTOWN (1990)
 RQ0430
 RQ0430                         *CURRENT SURVEY CONTROL
 RQ0430  ___________________________________________________________________
 RQ0430* NAD 83(1986)-  46 56 06.     (N)    098 44 04.     (W)     SCALED    
 RQ0430* NAVD 88     -       459.052  (meters)    1506.07   (feet)  ADJUSTED  
 RQ0430  ___________________________________________________________________
 RQ0430  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RQ0430  DYNAMIC HT  -         459.073 (meters)    1506.14  (feet)  COMP
 RQ0430  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 RQ0430
 RQ0430  VERT ORDER  -  FIRST     CLASS II
 RQ0430
 RQ0430.The horizontal coordinates were scaled from a topographic map and have
 RQ0430.an estimated accuracy of +/- 6 seconds.
 RQ0430
 RQ0430.The orthometric height was determined by differential leveling
 RQ0430.and adjusted by the National Geodetic Survey in June 1991..
 RQ0430
 RQ0430.The geoid height was determined by GEOID03.
 RQ0430
 RQ0430.The dynamic height is computed by dividing the NAVD 88
 RQ0430.geopotential number by the normal gravity value computed on the
 RQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0430.degrees latitude (g = 980.6199 gals.).
 RQ0430
 RQ0430.The modeled gravity was interpolated from observed gravity values.
 RQ0430
 RQ0430;                    North         East    Units  Estimated Accuracy
 RQ0430;SPC ND S     -   142,500.      734,420.      MT  (+/- 180 meters Scaled)
 RQ0430
 RQ0430                          SUPERSEDED SURVEY CONTROL
 RQ0430
 RQ0430  NGVD 29 (04/23/90)  458.676  (m)         1504.84   (f) ADJUSTED    1 2
 RQ0430
 RQ0430.Superseded values are not recommended for survey control.
 RQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0430.See file dsdata.txt to determine how the superseded data were derived.
 RQ0430
 RQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS202979(NAD 83)
 RQ0430_MARKER: I = METAL ROD
 RQ0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0430_SP_SET: STAINLESS STEEL ROD
 RQ0430_STAMPING: F 483 1982
 RQ0430_MARK LOGO: NGS   
 RQ0430_PROJECTION: RECESSED 3 CENTIMETERS
 RQ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0430_ROD/PIPE-DEPTH: 6.1  meters
 RQ0430
 RQ0430  HISTORY     - Date     Condition        Report By
 RQ0430  HISTORY     - 1982     MONUMENTED       NGS
 RQ0430
 RQ0430                          STATION DESCRIPTION
 RQ0430
 RQ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0430'4.5 KM (2.8 MI) NW FROM JAMESTOWN.
 RQ0430'4.5 KM (2.8 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 RQ0430'IN JAMESTOWN, AT THE NORTHEAST CORNER OF THE HIGHLAND HOME CEMETERY,
 RQ0430'89.61 METERS (294.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 281
 RQ0430'SOUTHBOUND, 29.57 METERS (97.0 FT) WEST OF THE CENTERLINE OF A
 RQ0430'FRONTAGE ROAD ON THE WEST SIDE OF THE HIGHWAY, 28.04 METERS (92.0 FT)
 RQ0430'NORTHWEST OF A RIGHT-OF-WAY MARKER, 15.54 METERS (51.0 FT) NORTHEAST
 RQ0430'OF A TOMBSTONE WITH THE NAME OTTO ORNER, 8.53 METERS (28.0 FT) SOUTH
 RQ0430'OF THE CENTER OF A GRAVEL ROAD LEADING WEST, 1.52 METERS (5.0 FT) EAST
 RQ0430'OF A POWER POLE, AND 0.46 METERS (1.5 FT) EAST OF METAL PIPE CORNER
 RQ0430'FENCE POST.
 RQ0430'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 RQ0430'THE MARK IS 0.9 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0467 ***********************************************************************
 RQ0467  DESIGNATION -  F 484
 RQ0467  PID         -  RQ0467
 RQ0467  STATE/COUNTY-  ND/STUTSMAN
 RQ0467  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 RQ0467
 RQ0467                         *CURRENT SURVEY CONTROL
 RQ0467  ___________________________________________________________________
 RQ0467* NAD 83(1986)-  46 52 35.     (N)    099 24 35.     (W)     SCALED    
 RQ0467* NAVD 88     -       530.923  (meters)    1741.87   (feet)  ADJUSTED  
 RQ0467  ___________________________________________________________________
 RQ0467  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 RQ0467  DYNAMIC HT  -         530.939 (meters)    1741.92  (feet)  COMP
 RQ0467  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 RQ0467
 RQ0467  VERT ORDER  -  FIRST     CLASS II
 RQ0467
 RQ0467.The horizontal coordinates were scaled from a topographic map and have
 RQ0467.an estimated accuracy of +/- 6 seconds.
 RQ0467
 RQ0467.The orthometric height was determined by differential leveling
 RQ0467.and adjusted by the National Geodetic Survey in June 1991..
 RQ0467
 RQ0467.The geoid height was determined by GEOID03.
 RQ0467
 RQ0467.The dynamic height is computed by dividing the NAVD 88
 RQ0467.geopotential number by the normal gravity value computed on the
 RQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0467.degrees latitude (g = 980.6199 gals.).
 RQ0467
 RQ0467.The modeled gravity was interpolated from observed gravity values.
 RQ0467
 RQ0467;                    North         East    Units  Estimated Accuracy
 RQ0467;SPC ND S     -   135,050.      683,110.      MT  (+/- 180 meters Scaled)
 RQ0467
 RQ0467                          SUPERSEDED SURVEY CONTROL
 RQ0467
 RQ0467.No superseded survey control is available for this station.
 RQ0467
 RQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS687915(NAD 83)
 RQ0467_MARKER: I = METAL ROD
 RQ0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0467_SP_SET: STAINLESS STEEL ROD
 RQ0467_STAMPING: F 484 1982
 RQ0467_MARK LOGO: NGS   
 RQ0467_PROJECTION: FLUSH
 RQ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0467_ROD/PIPE-DEPTH: 18.2 meters
 RQ0467
 RQ0467  HISTORY     - Date     Condition        Report By
 RQ0467  HISTORY     - 1982     MONUMENTED       NGS
 RQ0467
 RQ0467                          STATION DESCRIPTION
 RQ0467
 RQ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0467'10.45 KM (6.5 MI) WEST FROM MEDINA.
 RQ0467'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0467'BURLINGTON NORTHERN RAILROAD IN MEDINA, THENCE 8.45 KM (5.25 MI) WEST
 RQ0467'ALONG INTERSTATE HIGHWAY 94 TO THE MARK AT THE SOUTHWEST CORNER OF A
 RQ0467'RIGHT OF WAY FENCE OFFSET, 0.4 METER (1.5 FT) SOUTH OF A RIGHT OF WAY
 RQ0467'FENCE, 0.6 METER (2.0 FT) SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY
 RQ0467'MARKER, 0.7 METER (2.5 FT) SOUTHWEST OF A BRACED CORNER FENCE POST,
 RQ0467'38.1 METERS (125.0 FT) SOUTH OF A BRACED CORNER FENCE POST, AND
 RQ0467'48.7 METERS (160.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 RQ0467'OF THE INTERSTATE.
 RQ0467'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0467'THE MARK IS 2.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0643 ***********************************************************************
 RR0643  DESIGNATION -  F 485
 RR0643  PID         -  RR0643
 RR0643  STATE/COUNTY-  ND/BURLEIGH
 RR0643  USGS QUAD   -  DRISCOLL (1975)
 RR0643
 RR0643                         *CURRENT SURVEY CONTROL
 RR0643  ___________________________________________________________________
 RR0643* NAD 83(1986)-  46 51 53.     (N)    100 08 23.     (W)     SCALED    
 RR0643* NAVD 88     -       560.338  (meters)    1838.38   (feet)  ADJUSTED  
 RR0643  ___________________________________________________________________
 RR0643  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 RR0643  DYNAMIC HT  -         560.347 (meters)    1838.41  (feet)  COMP
 RR0643  MODELED GRAV-     980,611.8   (mgal)                       NAVD 88
 RR0643
 RR0643  VERT ORDER  -  FIRST     CLASS II
 RR0643
 RR0643.The horizontal coordinates were scaled from a topographic map and have
 RR0643.an estimated accuracy of +/- 6 seconds.
 RR0643
 RR0643.The orthometric height was determined by differential leveling
 RR0643.and adjusted by the National Geodetic Survey in June 1991..
 RR0643
 RR0643.The geoid height was determined by GEOID03.
 RR0643
 RR0643.The dynamic height is computed by dividing the NAVD 88
 RR0643.geopotential number by the normal gravity value computed on the
 RR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0643.degrees latitude (g = 980.6199 gals.).
 RR0643
 RR0643.The modeled gravity was interpolated from observed gravity values.
 RR0643
 RR0643;                    North         East    Units  Estimated Accuracy
 RR0643;SPC ND S     -   133,240.      627,470.      MT  (+/- 180 meters Scaled)
 RR0643
 RR0643                          SUPERSEDED SURVEY CONTROL
 RR0643
 RR0643.No superseded survey control is available for this station.
 RR0643
 RR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS131907(NAD 83)
 RR0643_MARKER: DB = BENCH MARK DISK
 RR0643_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0643_SP_SET: CONCRETE PIER
 RR0643_STAMPING: F 485 1982
 RR0643_MARK LOGO: NGS   
 RR0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0643
 RR0643  HISTORY     - Date     Condition        Report By
 RR0643  HISTORY     - 1982     MONUMENTED       NGS
 RR0643
 RR0643                          STATION DESCRIPTION
 RR0643
 RR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0643'2.25 KM (1.4 MI) NORTH FROM DRISCOLL.
 RR0643'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD ROAD FROM THE CROSSING OF
 RR0643'THE BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF
 RR0643'INTERSTATE HIGHWAY 94 AND THE MARK, SET VERTICALLY IN THE NORTH FACE
 RR0643'OF THE NORTHEAST PIER OF AN OVERPASS BRIDGE OVER THE INTERSTATE,
 RR0643'27.1 METERS (89.0 FT) WEST OF THE EAST END OF THE NORTHEAST GUARD
 RR0643'RAIL, AND 8.2 METERS (27.0 FT) NORTH OF THE CENTERLINE OF THE
 RR0643'WESTBOUND LANES OF THE INTERSTATE.
 RR0643'THE MARK IS 0.9 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0488 ***********************************************************************
 RQ0488  DESIGNATION -  F 486
 RQ0488  PID         -  RQ0488
 RQ0488  STATE/COUNTY-  ND/KIDDER
 RQ0488  USGS QUAD   -  STEELE NE (1975)
 RQ0488
 RQ0488                         *CURRENT SURVEY CONTROL
 RQ0488  ___________________________________________________________________
 RQ0488* NAD 83(1986)-  46 52 36.     (N)    099 48 19.     (W)     SCALED    
 RQ0488* NAVD 88     -       543.253  (meters)    1782.32   (feet)  ADJUSTED  
 RQ0488  ___________________________________________________________________
 RQ0488  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 RQ0488  DYNAMIC HT  -         543.269 (meters)    1782.38  (feet)  COMP
 RQ0488  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 RQ0488
 RQ0488  VERT ORDER  -  FIRST     CLASS II
 RQ0488
 RQ0488.The horizontal coordinates were scaled from a topographic map and have
 RQ0488.an estimated accuracy of +/- 6 seconds.
 RQ0488
 RQ0488.The orthometric height was determined by differential leveling
 RQ0488.and adjusted by the National Geodetic Survey in June 1991..
 RQ0488
 RQ0488.The geoid height was determined by GEOID03.
 RQ0488
 RQ0488.The dynamic height is computed by dividing the NAVD 88
 RQ0488.geopotential number by the normal gravity value computed on the
 RQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0488.degrees latitude (g = 980.6199 gals.).
 RQ0488
 RQ0488.The modeled gravity was interpolated from observed gravity values.
 RQ0488
 RQ0488;                    North         East    Units  Estimated Accuracy
 RQ0488;SPC ND S     -   134,730.      652,960.      MT  (+/- 180 meters Scaled)
 RQ0488
 RQ0488                          SUPERSEDED SURVEY CONTROL
 RQ0488
 RQ0488.No superseded survey control is available for this station.
 RQ0488
 RQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS386917(NAD 83)
 RQ0488_MARKER: I = METAL ROD
 RQ0488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0488_SP_SET: STAINLESS STEEL ROD
 RQ0488_STAMPING: F 486 1982
 RQ0488_MARK LOGO: NGS   
 RQ0488_PROJECTION: FLUSH
 RQ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0488_ROD/PIPE-DEPTH: 6.7  meters
 RQ0488
 RQ0488  HISTORY     - Date     Condition        Report By
 RQ0488  HISTORY     - 1982     MONUMENTED       NGS
 RQ0488
 RQ0488                          STATION DESCRIPTION
 RQ0488
 RQ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0488'5.25 KM (3.3 MI) WEST FROM DAWSON.
 RQ0488'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE CROSSING OF THE
 RQ0488'BURLINGTON NORTHERN RAILROAD IN DAWSON TO THE JUNCTION OF INTERSTATE
 RQ0488'HIGHWAY 94, THENCE 4.25 KM (2.65 MI) WEST ALONG INTERSTATE 94 TO THE
 RQ0488'MARK AT AN OLD SECTION LINE ROAD, 47.5 METERS (156.0 FT)
 RQ0488'NORTH-NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RQ0488'INTERSTATE, 11.5 METERS (38.0 FT) EAST-SOUTHEAST OF THE EXTENDED
 RQ0488'CENTER OF A TRACK ROAD, 0.6 METER (2.0 FT) SOUTH-SOUTHWEST OF A FENCE
 RQ0488'POST, 11.5 METERS (38.0 FT) EAST-SOUTHEAST OF A CONCRETE RIGHT OF WAY
 RQ0488'MARKER, AND 0.3 METER (1.0 FT) SOUTH-SOUTHEAST OF A RIGHT OF WAY
 RQ0488'FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 RQ0488'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 RQ0488'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0635 ***********************************************************************
 RR0635  DESIGNATION -  F 487
 RR0635  PID         -  RR0635
 RR0635  STATE/COUNTY-  ND/BURLEIGH
 RR0635  USGS QUAD   -  BISMARCK (1976)
 RR0635
 RR0635                         *CURRENT SURVEY CONTROL
 RR0635  ___________________________________________________________________
 RR0635* NAD 83(1986)-  46 50 29.     (N)    100 46 21.     (W)     SCALED    
 RR0635* NAVD 88     -       553.180  (meters)    1814.89   (feet)  ADJUSTED  
 RR0635  ___________________________________________________________________
 RR0635  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0635  DYNAMIC HT  -         553.189 (meters)    1814.92  (feet)  COMP
 RR0635  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 RR0635
 RR0635  VERT ORDER  -  FIRST     CLASS II
 RR0635
 RR0635.The horizontal coordinates were scaled from a topographic map and have
 RR0635.an estimated accuracy of +/- 6 seconds.
 RR0635
 RR0635.The orthometric height was determined by differential leveling
 RR0635.and adjusted by the National Geodetic Survey in June 1991..
 RR0635
 RR0635.The geoid height was determined by GEOID03.
 RR0635
 RR0635.The dynamic height is computed by dividing the NAVD 88
 RR0635.geopotential number by the normal gravity value computed on the
 RR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0635.degrees latitude (g = 980.6199 gals.).
 RR0635
 RR0635.The modeled gravity was interpolated from observed gravity values.
 RR0635
 RR0635;                    North         East    Units  Estimated Accuracy
 RR0635;SPC ND S     -   130,610.      579,220.      MT  (+/- 180 meters Scaled)
 RR0635
 RR0635                          SUPERSEDED SURVEY CONTROL
 RR0635
 RR0635.No superseded survey control is available for this station.
 RR0635
 RR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS648890(NAD 83)
 RR0635_MARKER: I = METAL ROD
 RR0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0635_SP_SET: STAINLESS STEEL ROD
 RR0635_STAMPING: F 487 1982
 RR0635_MARK LOGO: NGS   
 RR0635_PROJECTION: FLUSH
 RR0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0635_ROD/PIPE-DEPTH: 6.7  meters
 RR0635
 RR0635  HISTORY     - Date     Condition        Report By
 RR0635  HISTORY     - 1982     MONUMENTED       NGS
 RR0635
 RR0635                          STATION DESCRIPTION
 RR0635
 RR0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0635'1.2 KM (0.75 MI) NORTH FROM BISMARCK.
 RR0635'1.2 KM (0.75 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0635'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.5 KM (0.3 MI) SOUTH OF
 RR0635'MILEPOST 90, 36.0 METERS (118.1 FT) SOUTH OF THE CENTER OF A PRIVATE
 RR0635'DRIVEWAY LEADING TO THE SCHWEITZER RESIDENCE, 28.7 METERS (94.2 FT)
 RR0635'SOUTHEAST OF A UTILITY POLE, 25.3 METERS (83.0 FT) EAST OF THE
 RR0635'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 0.8 METER (2.6
 RR0635'FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM
 RR0635'POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0635'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RR0635'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1454 ***********************************************************************
 SN1454  DESIGNATION -  F 488
 SN1454  PID         -  SN1454
 SN1454  STATE/COUNTY-  ND/MCLEAN
 SN1454  USGS QUAD   -  WILTON (1966)
 SN1454
 SN1454                         *CURRENT SURVEY CONTROL
 SN1454  ___________________________________________________________________
 SN1454* NAD 83(1986)-  47 11 16.     (N)    100 51 50.     (W)     SCALED    
 SN1454* NAVD 88     -       583.190  (meters)    1913.35   (feet)  ADJUSTED  
 SN1454  ___________________________________________________________________
 SN1454  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 SN1454  DYNAMIC HT  -         583.207 (meters)    1913.40  (feet)  COMP
 SN1454  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 SN1454
 SN1454  VERT ORDER  -  FIRST     CLASS II
 SN1454
 SN1454.The horizontal coordinates were scaled from a topographic map and have
 SN1454.an estimated accuracy of +/- 6 seconds.
 SN1454
 SN1454.The orthometric height was determined by differential leveling
 SN1454.and adjusted by the National Geodetic Survey in June 1991..
 SN1454
 SN1454.The geoid height was determined by GEOID03.
 SN1454
 SN1454.The dynamic height is computed by dividing the NAVD 88
 SN1454.geopotential number by the normal gravity value computed on the
 SN1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1454.degrees latitude (g = 980.6199 gals.).
 SN1454
 SN1454.The modeled gravity was interpolated from observed gravity values.
 SN1454
 SN1454;                    North         East    Units  Estimated Accuracy
 SN1454;SPC ND N     -    20,940.      572,420.      MT  (+/- 180 meters Scaled)
 SN1454
 SN1454                          SUPERSEDED SURVEY CONTROL
 SN1454
 SN1454.No superseded survey control is available for this station.
 SN1454
 SN1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT587277(NAD 83)
 SN1454_MARKER: I = METAL ROD
 SN1454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1454_SP_SET: STAINLESS STEEL ROD
 SN1454_STAMPING: F 488 1982
 SN1454_MARK LOGO: NGS   
 SN1454_PROJECTION: FLUSH
 SN1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1454_ROD/PIPE-DEPTH: 9.1  meters
 SN1454
 SN1454  HISTORY     - Date     Condition        Report By
 SN1454  HISTORY     - 1982     MONUMENTED       NGS
 SN1454
 SN1454                          STATION DESCRIPTION
 SN1454
 SN1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1454'7.3 KM (4.55 MI) NW FROM WILTON.
 SN1454'7.3 KM (4.55 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1454'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.4 KM (0.25
 SN1454'MI) WEST OF MILEPOST 116, 35.0 METERS (114.8 FT) SOUTH OF THE
 SN1454'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 12.7 METERS (41.7
 SN1454'FT) EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 1.4 METERS (4.6 FT) WEST
 SN1454'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SN1454'LOGO CAP.
 SN1454'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SN1454'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0558 ***********************************************************************
 RR0558  DESIGNATION -  F 489
 RR0558  PID         -  RR0558
 RR0558  STATE/COUNTY-  ND/MORTON
 RR0558  USGS QUAD   -  MANDAN (1976)
 RR0558
 RR0558                         *CURRENT SURVEY CONTROL
 RR0558  ___________________________________________________________________
 RR0558* NAD 83(1986)-  46 49 30.     (N)    100 56 01.     (W)     SCALED    
 RR0558* NAVD 88     -       502.893  (meters)    1649.91   (feet)  ADJUSTED  
 RR0558  ___________________________________________________________________
 RR0558  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RR0558  DYNAMIC HT  -         502.899 (meters)    1649.93  (feet)  COMP
 RR0558  MODELED GRAV-     980,611.0   (mgal)                       NAVD 88
 RR0558
 RR0558  VERT ORDER  -  FIRST     CLASS II
 RR0558
 RR0558.The horizontal coordinates were scaled from a topographic map and have
 RR0558.an estimated accuracy of +/- 6 seconds.
 RR0558
 RR0558.The orthometric height was determined by differential leveling
 RR0558.and adjusted by the National Geodetic Survey in June 1991..
 RR0558
 RR0558.The geoid height was determined by GEOID03.
 RR0558
 RR0558.The dynamic height is computed by dividing the NAVD 88
 RR0558.geopotential number by the normal gravity value computed on the
 RR0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0558.degrees latitude (g = 980.6199 gals.).
 RR0558
 RR0558.The modeled gravity was interpolated from observed gravity values.
 RR0558
 RR0558;                    North         East    Units  Estimated Accuracy
 RR0558;SPC ND S     -   128,850.      566,920.      MT  (+/- 180 meters Scaled)
 RR0558
 RR0558                          SUPERSEDED SURVEY CONTROL
 RR0558
 RR0558.No superseded survey control is available for this station.
 RR0558
 RR0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS525875(NAD 83)
 RR0558_MARKER: I = METAL ROD
 RR0558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0558_SP_SET: STAINLESS STEEL ROD
 RR0558_STAMPING: F 489 1982
 RR0558_MARK LOGO: NGS   
 RR0558_PROJECTION: FLUSH
 RR0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0558_ROD/PIPE-DEPTH: 24.4 meters
 RR0558
 RR0558  HISTORY     - Date     Condition        Report By
 RR0558  HISTORY     - 1982     MONUMENTED       NGS
 RR0558
 RR0558                          STATION DESCRIPTION
 RR0558
 RR0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0558'2.5 KM (1.55 MI) WEST FROM MANDAN.
 RR0558'2.5 KM (1.55 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0558'WITH STATE HIGHWAY 6 IN MANDAN, 23.9 METERS (78.4 FT) SOUTH OF THE
 RR0558'CENTERLINE OF THE HIGHWAY, 13.9 METERS (45.6 FT) SOUTHEAST OF MILEPOST
 RR0558'114, 2.3 METERS (7.5 FT) EAST OF THE WEST LEG OF A DOUBLE UTILITY POLE
 RR0558'AND 1.9 METERS (6.2 FT) WEST OF THE EAST LEG OF THE POLE.  NOTE=ACCESS
 RR0558'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0558'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RR0558'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0373 ***********************************************************************
 SL0373  DESIGNATION -  F 49
 SL0373  PID         -  SL0373
 SL0373  STATE/COUNTY-  ND/GRAND FORKS
 SL0373  USGS QUAD   -  GRAND FORKS (1994)
 SL0373
 SL0373                         *CURRENT SURVEY CONTROL
 SL0373  ___________________________________________________________________
 SL0373* NAD 83(1986)-  47 55 06.     (N)    097 05 15.     (W)     SCALED    
 SL0373* NAVD 88     -       254.117  (meters)     833.72   (feet)  ADJUSTED  
 SL0373  ___________________________________________________________________
 SL0373  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL0373  DYNAMIC HT  -         254.165 (meters)     833.87  (feet)  COMP
 SL0373  MODELED GRAV-     980,792.1   (mgal)                       NAVD 88
 SL0373
 SL0373  VERT ORDER  -  FIRST     CLASS II
 SL0373
 SL0373.The horizontal coordinates were scaled from a topographic map and have
 SL0373.an estimated accuracy of +/- 6 seconds.
 SL0373
 SL0373.The orthometric height was determined by differential leveling
 SL0373.and adjusted by the National Geodetic Survey in June 1991..
 SL0373.WARNING-Repeat measurements at this control monument indicate possible
 SL0373.vertical movement.
 SL0373
 SL0373.The geoid height was determined by GEOID03.
 SL0373
 SL0373.The dynamic height is computed by dividing the NAVD 88
 SL0373.geopotential number by the normal gravity value computed on the
 SL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0373.degrees latitude (g = 980.6199 gals.).
 SL0373
 SL0373.The modeled gravity was interpolated from observed gravity values.
 SL0373
 SL0373;                    North         East    Units  Estimated Accuracy
 SL0373;SPC ND N     -   107,750.      854,960.      MT  (+/- 180 meters Scaled)
 SL0373
 SL0373                          SUPERSEDED SURVEY CONTROL
 SL0373
 SL0373  NGVD 29 (??/??/92)  253.777  (m)          832.60   (f) ADJ UNCH    1 2
 SL0373
 SL0373.Superseded values are not recommended for survey control.
 SL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0373.See file dsdata.txt to determine how the superseded data were derived.
 SL0373
 SL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU428089(NAD 83)
 SL0373_MARKER: DB = BENCH MARK DISK
 SL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0373_STAMPING: F 49 1934
 SL0373_MARK LOGO: CGS   
 SL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0373+STABILITY: SURFACE MOTION
 SL0373
 SL0373  HISTORY     - Date     Condition        Report By
 SL0373  HISTORY     - 1934     MONUMENTED       CGS
 SL0373  HISTORY     - 1963     GOOD             NGS
 SL0373  HISTORY     - 1981     GOOD             NGS
 SL0373
 SL0373                          STATION DESCRIPTION
 SL0373
 SL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0373'2.6 MI W FROM GRAND FORKS.
 SL0373'ABOUT 2.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0373'AT GRAND FORKS, IN S 5, R 50 W, T 151 N, 2 POLES WEST OF MILEPOLE 110,
 SL0373'66 FEET EAST OF THE NORTHEAST CORNER OF A TOWER BUILDING, 36.5 FEET
 SL0373'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 6.5 FEET EAST OF THE 2ND
 SL0373'POLE WEST OF THE MILEPOLE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 SL0373'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SL0373'CONCRETE POST ABOUT 0.5 FOOT BELOW THE LEVEL OF THE GROUND.
 SL0373
 SL0373                          STATION RECOVERY (1981)
 SL0373
 SL0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0373'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0373'NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0586 ***********************************************************************
 RR0586  DESIGNATION -  F 490
 RR0586  PID         -  RR0586
 RR0586  STATE/COUNTY-  ND/MORTON
 RR0586  USGS QUAD   -  NEW SALEM (1980)
 RR0586
 RR0586                         *CURRENT SURVEY CONTROL
 RR0586  ___________________________________________________________________
 RR0586* NAD 83(1986)-  46 49 59.     (N)    101 24 25.     (W)     SCALED    
 RR0586* NAVD 88     -       661.417  (meters)    2170.00   (feet)  ADJUSTED  
 RR0586  ___________________________________________________________________
 RR0586  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 RR0586  DYNAMIC HT  -         661.420 (meters)    2170.01  (feet)  COMP
 RR0586  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 RR0586
 RR0586  VERT ORDER  -  FIRST     CLASS II
 RR0586
 RR0586.The horizontal coordinates were scaled from a topographic map and have
 RR0586.an estimated accuracy of +/- 6 seconds.
 RR0586
 RR0586.The orthometric height was determined by differential leveling
 RR0586.and adjusted by the National Geodetic Survey in June 1991..
 RR0586
 RR0586.The geoid height was determined by GEOID03.
 RR0586
 RR0586.The dynamic height is computed by dividing the NAVD 88
 RR0586.geopotential number by the normal gravity value computed on the
 RR0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0586.degrees latitude (g = 980.6199 gals.).
 RR0586
 RR0586.The modeled gravity was interpolated from observed gravity values.
 RR0586
 RR0586;                    North         East    Units  Estimated Accuracy
 RR0586;SPC ND S     -   130,050.      530,810.      MT  (+/- 180 meters Scaled)
 RR0586
 RR0586                          SUPERSEDED SURVEY CONTROL
 RR0586
 RR0586.No superseded survey control is available for this station.
 RR0586
 RR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS164894(NAD 83)
 RR0586_MARKER: I = METAL ROD
 RR0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0586_SP_SET: STAINLESS STEEL ROD
 RR0586_STAMPING: F 490 1982
 RR0586_MARK LOGO: NGS   
 RR0586_PROJECTION: FLUSH
 RR0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0586_ROD/PIPE-DEPTH: 5.5  meters
 RR0586
 RR0586  HISTORY     - Date     Condition        Report By
 RR0586  HISTORY     - 1982     MONUMENTED       NGS
 RR0586  HISTORY     - 1985     GOOD             NGS
 RR0586
 RR0586                          STATION DESCRIPTION
 RR0586
 RR0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0586'2.4 KM (1.5 MI) SE FROM NEW SALEM.
 RR0586'0.8 KM (0.5 MI) EASTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0586'STATE HIGHWAY 31 IN NEW SALEM, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG
 RR0586'A PAVED ROAD (COUNTY ROAD 85), 34.2 METERS (112.2 FT) WEST OF THE
 RR0586'CENTERLINE OF THE ROAD, 24.5 METERS (80.4 FT) NORTHWEST OF THE CENTER
 RR0586'OF A GRAVELED ROAD LEADING SOUTH AND 7.0 METERS (23.0 FT) NORTH OF THE
 RR0586'CENTER OF A PRIVATE DRIVE LEADING WEST.  NOTE=ACCESS TO THE DATUM
 RR0586'POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0586'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 RR0586'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RR0586
 RR0586                          STATION RECOVERY (1985)
 RR0586
 RR0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0264 ***********************************************************************
 RS0264  DESIGNATION -  F 491
 RS0264  PID         -  RS0264
 RS0264  STATE/COUNTY-  ND/STARK
 RS0264  USGS QUAD   -  INDIAN BUTTE (1973)
 RS0264
 RS0264                         *CURRENT SURVEY CONTROL
 RS0264  ___________________________________________________________________
 RS0264* NAD 83(1986)-  46 53 40.     (N)    102 07 47.     (W)     SCALED    
 RS0264* NAVD 88     -       680.804  (meters)    2233.60   (feet)  ADJUSTED  
 RS0264  ___________________________________________________________________
 RS0264  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 RS0264  DYNAMIC HT  -         680.804 (meters)    2233.60  (feet)  COMP
 RS0264  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RS0264
 RS0264  VERT ORDER  -  FIRST     CLASS II
 RS0264
 RS0264.The horizontal coordinates were scaled from a topographic map and have
 RS0264.an estimated accuracy of +/- 6 seconds.
 RS0264
 RS0264.The orthometric height was determined by differential leveling
 RS0264.and adjusted by the National Geodetic Survey in June 1991..
 RS0264
 RS0264.The geoid height was determined by GEOID03.
 RS0264
 RS0264.The dynamic height is computed by dividing the NAVD 88
 RS0264.geopotential number by the normal gravity value computed on the
 RS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0264.degrees latitude (g = 980.6199 gals.).
 RS0264
 RS0264.The modeled gravity was interpolated from observed gravity values.
 RS0264
 RS0264;                    North         East    Units  Estimated Accuracy
 RS0264;SPC ND S     -   137,760.      475,820.      MT  (+/- 180 meters Scaled)
 RS0264
 RS0264                          SUPERSEDED SURVEY CONTROL
 RS0264
 RS0264.No superseded survey control is available for this station.
 RS0264
 RS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM186974(NAD 83)
 RS0264_MARKER: I = METAL ROD
 RS0264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0264_SP_SET: STAINLESS STEEL ROD
 RS0264_STAMPING: F 491 1982
 RS0264_MARK LOGO: NGS   
 RS0264_PROJECTION: FLUSH
 RS0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0264_ROD/PIPE-DEPTH: 8.2  meters
 RS0264
 RS0264  HISTORY     - Date     Condition        Report By
 RS0264  HISTORY     - 1982     MONUMENTED       NGS
 RS0264
 RS0264                          STATION DESCRIPTION
 RS0264
 RS0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0264'26.6 KM (16.5 MI) WEST FROM GLEN ULLIN.
 RS0264'26.6 KM (16.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0264'NORTHERN RAILROAD STATION IN GLEN ULLIN, 84.7 METERS (277.9 FT) NORTH
 RS0264'OF THE CENTERLINE OF THE ROAD, 22.6 METERS (74.1 FT) NORTHWEST OF THE
 RS0264'CENTER OF THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD AND A
 RS0264'GRAVELED CROSSROAD, 18.5 METERS (60.7 FT) WEST OF THE CENTER OF THE
 RS0264'GRAVELED ROAD, 12.2 METERS (40.0 FT) NORTH OF THE NEAR RAIL AND 1.6
 RS0264'METERS (5.2 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 RS0264'POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0264'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RS0264'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0295 ***********************************************************************
 RS0295  DESIGNATION -  F 492
 RS0295  PID         -  RS0295
 RS0295  STATE/COUNTY-  ND/STARK
 RS0295  USGS QUAD   -  DAVIS BUTTES (1981)
 RS0295
 RS0295                         *CURRENT SURVEY CONTROL
 RS0295  ___________________________________________________________________
 RS0295* NAD 83(1986)-  46 52 47.     (N)    102 37 59.     (W)     SCALED    
 RS0295* NAVD 88     -       756.754  (meters)    2482.78   (feet)  ADJUSTED  
 RS0295  ___________________________________________________________________
 RS0295  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 RS0295  DYNAMIC HT  -         756.761 (meters)    2482.81  (feet)  COMP
 RS0295  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 RS0295
 RS0295  VERT ORDER  -  FIRST     CLASS II
 RS0295
 RS0295.The horizontal coordinates were scaled from a topographic map and have
 RS0295.an estimated accuracy of +/- 6 seconds.
 RS0295
 RS0295.The orthometric height was determined by differential leveling
 RS0295.and adjusted by the National Geodetic Survey in June 1991..
 RS0295
 RS0295.The geoid height was determined by GEOID03.
 RS0295
 RS0295.The dynamic height is computed by dividing the NAVD 88
 RS0295.geopotential number by the normal gravity value computed on the
 RS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0295.degrees latitude (g = 980.6199 gals.).
 RS0295
 RS0295.The modeled gravity was interpolated from observed gravity values.
 RS0295
 RS0295;                    North         East    Units  Estimated Accuracy
 RS0295;SPC ND S     -   137,050.      437,440.      MT  (+/- 180 meters Scaled)
 RS0295
 RS0295                          SUPERSEDED SURVEY CONTROL
 RS0295
 RS0295.No superseded survey control is available for this station.
 RS0295
 RS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM803945(NAD 83)
 RS0295_MARKER: I = METAL ROD
 RS0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0295_SP_SET: STAINLESS STEEL ROD
 RS0295_STAMPING: F 492 1982
 RS0295_MARK LOGO: NGS   
 RS0295_PROJECTION: FLUSH
 RS0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0295_ROD/PIPE-DEPTH: 4.3  meters
 RS0295
 RS0295  HISTORY     - Date     Condition        Report By
 RS0295  HISTORY     - 1982     MONUMENTED       NGS
 RS0295
 RS0295                          STATION DESCRIPTION
 RS0295
 RS0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0295'11.7 KM (7.3 MI) EAST FROM DICKINSON.
 RS0295'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0295'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE 7.7
 RS0295'KM (4.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.1 KM (0.05 MI)
 RS0295'EAST OF MILEPOST 69, 48.4 METERS (158.8 FT) NORTHEAST OF THE
 RS0295'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 9.3 METERS (30.5
 RS0295'FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE
 RS0295'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0295'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RS0295'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0341 ***********************************************************************
 RS0341  DESIGNATION -  F 493
 RS0341  PID         -  RS0341
 RS0341  STATE/COUNTY-  ND/BILLINGS
 RS0341  USGS QUAD   -  MEDORA (1970)
 RS0341
 RS0341                         *CURRENT SURVEY CONTROL
 RS0341  ___________________________________________________________________
 RS0341* NAD 83(1986)-  46 55 46.     (N)    103 34 32.     (W)     SCALED    
 RS0341* NAVD 88     -       725.504  (meters)    2380.26   (feet)  ADJUSTED  
 RS0341  ___________________________________________________________________
 RS0341  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 RS0341  DYNAMIC HT  -         725.506 (meters)    2380.26  (feet)  COMP
 RS0341  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RS0341
 RS0341  VERT ORDER  -  FIRST     CLASS II
 RS0341
 RS0341.The horizontal coordinates were scaled from a topographic map and have
 RS0341.an estimated accuracy of +/- 6 seconds.
 RS0341
 RS0341.The orthometric height was determined by differential leveling
 RS0341.and adjusted by the National Geodetic Survey in June 1991..
 RS0341
 RS0341.The geoid height was determined by GEOID03.
 RS0341
 RS0341.The dynamic height is computed by dividing the NAVD 88
 RS0341.geopotential number by the normal gravity value computed on the
 RS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0341.degrees latitude (g = 980.6199 gals.).
 RS0341
 RS0341.The modeled gravity was interpolated from observed gravity values.
 RS0341
 RS0341;                    North         East    Units  Estimated Accuracy
 RS0341;SPC ND S     -   144,950.      365,850.      MT  (+/- 180 meters Scaled)
 RS0341
 RS0341                          SUPERSEDED SURVEY CONTROL
 RS0341
 RS0341.No superseded survey control is available for this station.
 RS0341
 RS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM084983(NAD 83)
 RS0341_MARKER: DB = BENCH MARK DISK
 RS0341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0341_SP_SET: ABUTMENT
 RS0341_STAMPING: F 493 1982
 RS0341_MARK LOGO: NGS   
 RS0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0341
 RS0341  HISTORY     - Date     Condition        Report By
 RS0341  HISTORY     - 1982     MONUMENTED       NGS
 RS0341
 RS0341                          STATION DESCRIPTION
 RS0341
 RS0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0341'31.0 KM (19.25 MI) WEST FROM BELFIELD.
 RS0341'31.0 KM (19.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0341'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, IN TOP OF AND 0.7 METER
 RS0341'(2.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST BRIDGE
 RS0341'ABUTMENT OF THE WEST BOUND OVERPASS OF WEST RIVER ROAD (EXIT 5) AND
 RS0341'6.6 METERS (21.7 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 RS0341'LANES OF THE HIGHWAY.
 RS0341'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0322 ***********************************************************************
 RS0322  DESIGNATION -  F 494
 RS0322  PID         -  RS0322
 RS0322  STATE/COUNTY-  ND/STARK
 RS0322  USGS QUAD   -  BELFIELD (1981)
 RS0322
 RS0322                         *CURRENT SURVEY CONTROL
 RS0322  ___________________________________________________________________
 RS0322* NAD 83(1986)-  46 53 56.     (N)    103 12 41.     (W)     SCALED    
 RS0322* NAVD 88     -       808.228  (meters)    2651.66   (feet)  ADJUSTED  
 RS0322  ___________________________________________________________________
 RS0322  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 RS0322  DYNAMIC HT  -         808.216 (meters)    2651.62  (feet)  COMP
 RS0322  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 RS0322
 RS0322  VERT ORDER  -  FIRST     CLASS II
 RS0322
 RS0322.The horizontal coordinates were scaled from a topographic map and have
 RS0322.an estimated accuracy of +/- 6 seconds.
 RS0322
 RS0322.The orthometric height was determined by differential leveling
 RS0322.and adjusted by the National Geodetic Survey in June 1991..
 RS0322
 RS0322.The geoid height was determined by GEOID03.
 RS0322
 RS0322.The dynamic height is computed by dividing the NAVD 88
 RS0322.geopotential number by the normal gravity value computed on the
 RS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0322.degrees latitude (g = 980.6199 gals.).
 RS0322
 RS0322.The modeled gravity was interpolated from observed gravity values.
 RS0322
 RS0322;                    North         East    Units  Estimated Accuracy
 RS0322;SPC ND S     -   140,540.      393,450.      MT  (+/- 180 meters Scaled)
 RS0322
 RS0322                          SUPERSEDED SURVEY CONTROL
 RS0322
 RS0322.No superseded survey control is available for this station.
 RS0322
 RS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM362954(NAD 83)
 RS0322_MARKER: I = METAL ROD
 RS0322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0322_SP_SET: STAINLESS STEEL ROD
 RS0322_STAMPING: F 494 1982
 RS0322_MARK LOGO: NGS   
 RS0322_PROJECTION: FLUSH
 RS0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0322_ROD/PIPE-DEPTH: 6.4  meters
 RS0322
 RS0322  HISTORY     - Date     Condition        Report By
 RS0322  HISTORY     - 1982     MONUMENTED       NGS
 RS0322
 RS0322                          STATION DESCRIPTION
 RS0322
 RS0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0322'1.6 KM (1.0 MI) WEST FROM BELFIELD.
 RS0322'1.6 KM (1.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RS0322'WITH U. S. HIGHWAY 85 IN BELFIELD, 0.6 KM (0.35 MI) EAST OF MILEPOST
 RS0322'41, 48.1 METERS (157.8 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 RS0322'LANES OF THE HIGHWAY, 14.2 METERS (46.6 FT) WEST OF THE CENTER OF A
 RS0322'FIELD ENTRANCE, 10.0 METERS (32.8 FT) EAST OF A RIGHT-OF-WAY MARKER
 RS0322'AND 3.6 METERS (11.8 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 RS0322'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0322'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0322'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0512 ***********************************************************************
 RQ0512  DESIGNATION -  F 496
 RQ0512  PID         -  RQ0512
 RQ0512  STATE/COUNTY-  ND/BARNES
 RQ0512  USGS QUAD   -  SPIRITWOOD (1970)
 RQ0512
 RQ0512                         *CURRENT SURVEY CONTROL
 RQ0512  ___________________________________________________________________
 RQ0512* NAD 83(1986)-  46 53 32.     (N)    098 25 04.     (W)     SCALED    
 RQ0512* NAVD 88     -       452.423  (meters)    1484.32   (feet)  ADJUSTED  
 RQ0512  ___________________________________________________________________
 RQ0512  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 RQ0512  DYNAMIC HT  -         452.445 (meters)    1484.40  (feet)  COMP
 RQ0512  MODELED GRAV-     980,649.0   (mgal)                       NAVD 88
 RQ0512
 RQ0512  VERT ORDER  -  FIRST     CLASS II
 RQ0512
 RQ0512.The horizontal coordinates were scaled from a topographic map and have
 RQ0512.an estimated accuracy of +/- 6 seconds.
 RQ0512
 RQ0512.The orthometric height was determined by differential leveling
 RQ0512.and adjusted by the National Geodetic Survey in June 1991..
 RQ0512
 RQ0512.The geoid height was determined by GEOID03.
 RQ0512
 RQ0512.The dynamic height is computed by dividing the NAVD 88
 RQ0512.geopotential number by the normal gravity value computed on the
 RQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0512.degrees latitude (g = 980.6199 gals.).
 RQ0512
 RQ0512.The modeled gravity was interpolated from observed gravity values.
 RQ0512
 RQ0512;                    North         East    Units  Estimated Accuracy
 RQ0512;SPC ND S     -   138,330.      758,660.      MT  (+/- 180 meters Scaled)
 RQ0512
 RQ0512                          SUPERSEDED SURVEY CONTROL
 RQ0512
 RQ0512.No superseded survey control is available for this station.
 RQ0512
 RQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS443933(NAD 83)
 RQ0512_MARKER: DB = BENCH MARK DISK
 RQ0512_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0512_SP_SET: CONCRETE PIER
 RQ0512_STAMPING: F 496 1982
 RQ0512_MARK LOGO: NGS   
 RQ0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0512
 RQ0512  HISTORY     - Date     Condition        Report By
 RQ0512  HISTORY     - 1982     MONUMENTED       NGS
 RQ0512
 RQ0512                          STATION DESCRIPTION
 RQ0512
 RQ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0512'7.4 KM (4.6 MI) SE FROM SPIRITWOOD.
 RQ0512'4.8 KM (3.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0512'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0512'SPIRITWOOD, AT THE URBANA OVERPASS (EXIT 63), SET VERTICALLY IN THE
 RQ0512'WEST FACE OF THE WESTERNMOST ONE OF TWO PIERS IN THE SOUTHERNMOST SET
 RQ0512'OF THREE SETS OF PIERS SUPPORTING THE OVERPASS, 7.23 METERS (23.7 FT)
 RQ0512'SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RQ0512'THE MARK IS 1.37 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0647 ***********************************************************************
 RP0647  DESIGNATION -  F 497
 RP0647  PID         -  RP0647
 RP0647  STATE/COUNTY-  ND/BARNES
 RP0647  USGS QUAD   -  TOWER CITY (1967)
 RP0647
 RP0647                         *CURRENT SURVEY CONTROL
 RP0647  ___________________________________________________________________
 RP0647* NAD 83(1986)-  46 55 11.     (N)    097 42 09.     (W)     SCALED    
 RP0647* NAVD 88     -       358.954  (meters)    1177.67   (feet)  ADJUSTED  
 RP0647  ___________________________________________________________________
 RP0647  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 RP0647  DYNAMIC HT  -         358.984 (meters)    1177.77  (feet)  COMP
 RP0647  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 RP0647
 RP0647  VERT ORDER  -  FIRST     CLASS II
 RP0647
 RP0647.The horizontal coordinates were scaled from a topographic map and have
 RP0647.an estimated accuracy of +/- 6 seconds.
 RP0647
 RP0647.The orthometric height was determined by differential leveling
 RP0647.and adjusted by the National Geodetic Survey in June 1991..
 RP0647
 RP0647.The geoid height was determined by GEOID03.
 RP0647
 RP0647.The dynamic height is computed by dividing the NAVD 88
 RP0647.geopotential number by the normal gravity value computed on the
 RP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0647.degrees latitude (g = 980.6199 gals.).
 RP0647
 RP0647.The modeled gravity was interpolated from observed gravity values.
 RP0647
 RP0647;                    North         East    Units  Estimated Accuracy
 RP0647;SPC ND S     -   143,080.      813,030.      MT  (+/- 180 meters Scaled)
 RP0647
 RP0647                          SUPERSEDED SURVEY CONTROL
 RP0647
 RP0647.No superseded survey control is available for this station.
 RP0647
 RP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS987970(NAD 83)
 RP0647_MARKER: I = METAL ROD
 RP0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0647_SP_SET: STAINLESS STEEL ROD
 RP0647_STAMPING: F 497 1982
 RP0647_MARK LOGO: NGS   
 RP0647_PROJECTION: FLUSH
 RP0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0647_ROD/PIPE-DEPTH: 8.8  meters
 RP0647
 RP0647  HISTORY     - Date     Condition        Report By
 RP0647  HISTORY     - 1982     MONUMENTED       NGS
 RP0647
 RP0647                          STATION DESCRIPTION
 RP0647
 RP0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0647'1.5 KM (0.95 MI) WEST FROM TOWER CITY.
 RP0647'1.5 KM (0.95 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RP0647'THE TOWER CITY INTERCHANGE, SET AT A SECTION LINE ROAD AT A BRACED
 RP0647'FENCE POST, 38.1 METERS (125.0 FT) SOUTH OF THE CENTERLINE OF THE TWO
 RP0647'EASTBOUND LANES, 26.8 METERS (88.0 FT) EAST OF A TELEPHONE JUNCTION
 RP0647'BOX, 5.7 METERS (19.0 FT) WEST OF THE EXTENDED CENTER OF A GRAVEL
 RP0647'ROAD, 4.2 METERS (14.0 FT) WEST OF THE CENTER OF A WIRE GATE,
 RP0647'1.6 METERS (5.5 FT) WEST OF A BRACED FENCE POST, 1.2 METERS (4.0 FT)
 RP0647'EAST OF A BRACED FENCE POST, AND 0.6 METER (2.0 FT) NORTH OF A
 RP0647'RIGHT-OF-WAY FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RP0647'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RP0647'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0668 ***********************************************************************
 RP0668  DESIGNATION -  F 498
 RP0668  PID         -  RP0668
 RP0668  STATE/COUNTY-  ND/CASS
 RP0668  USGS QUAD   -  WHEATLAND (1967)
 RP0668
 RP0668                         *CURRENT SURVEY CONTROL
 RP0668  ___________________________________________________________________
 RP0668* NAD 83(1986)-  46 52 32.     (N)    097 20 42.     (W)     SCALED    
 RP0668* NAVD 88     -       295.819  (meters)     970.53   (feet)  ADJUSTED  
 RP0668  ___________________________________________________________________
 RP0668  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 RP0668  DYNAMIC HT  -         295.841 (meters)     970.61  (feet)  COMP
 RP0668  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 RP0668
 RP0668  VERT ORDER  -  FIRST     CLASS II
 RP0668
 RP0668.The horizontal coordinates were scaled from a topographic map and have
 RP0668.an estimated accuracy of +/- 6 seconds.
 RP0668
 RP0668.The orthometric height was determined by differential leveling
 RP0668.and adjusted by the National Geodetic Survey in June 1991..
 RP0668
 RP0668.The geoid height was determined by GEOID03.
 RP0668
 RP0668.The dynamic height is computed by dividing the NAVD 88
 RP0668.geopotential number by the normal gravity value computed on the
 RP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0668.degrees latitude (g = 980.6199 gals.).
 RP0668
 RP0668.The modeled gravity was interpolated from observed gravity values.
 RP0668
 RP0668;                    North         East    Units  Estimated Accuracy
 RP0668;SPC ND S     -   139,210.      840,430.      MT  (+/- 180 meters Scaled)
 RP0668
 RP0668                          SUPERSEDED SURVEY CONTROL
 RP0668
 RP0668.No superseded survey control is available for this station.
 RP0668
 RP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS261926(NAD 83)
 RP0668_MARKER: I = METAL ROD
 RP0668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP0668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP0668_STAMPING: F 498 1982
 RP0668_MARK LOGO: NGS   
 RP0668_PROJECTION: RECESSED 3 CENTIMETERS
 RP0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP0668+STABILITY: POSITION/ELEVATION WELL
 RP0668_ROD/PIPE-DEPTH: 19.5 meters
 RP0668_SLEEVE-DEPTH  : 9.0 meters
 RP0668
 RP0668  HISTORY     - Date     Condition        Report By
 RP0668  HISTORY     - 1982     MONUMENTED       NGS
 RP0668
 RP0668                          STATION DESCRIPTION
 RP0668
 RP0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0668'3.2 KM (2.0 MI) SOUTH FROM WHEATLAND.
 RP0668'SET IN THE MEDIAN OF INTERSTATE HIGHWAY 94 ON THE EAST SIDE AND BY THE
 RP0668'GUARD RAIL OF THE OVERPASS OVER THE INTERSTATE AND ASPHALT ROAD
 RP0668'LEADING NORTH TO THE TOWN OF WHEATLAND, 13.1 METERS (43.0 FT) SOUTH OF
 RP0668'THE CENTERLINE OF INTERSTATE HIGHWAY 94 WESTBOUND, 12.1 METERS
 RP0668'(40.0 FT) NORTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RP0668'12.8 METERS (42.0 FT) NORTH OF THE EAST PILLAR OF THE OVERPASS IN THE
 RP0668'MEDIAN, 2.1 METERS (7.0 FT) SOUTH OF THE SOUTH GUARD RAIL OF THE
 RP0668'WESTBOUND LANE OF THE HIGHWAY, AND 2.1 METERS (7.0 FT) EAST OF THE
 RP0668'EAST END OF THE NORTH GUARD RAIL OF THE EASTBOUND LANE OF THE HIGHWAY.
 RP0668'THE MARK IS 2.3 METERS  E FROM A WITNESS POST.
 RP0668'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0667 ***********************************************************************
 RP0667  DESIGNATION -  F 499
 RP0667  PID         -  RP0667
 RP0667  STATE/COUNTY-  ND/CASS
 RP0667  USGS QUAD   -  WHEATLAND (1967)
 RP0667
 RP0667                         *CURRENT SURVEY CONTROL
 RP0667  ___________________________________________________________________
 RP0667* NAD 83(1986)-  46 52 32.     (N)    097 22 01.     (W)     SCALED    
 RP0667* NAVD 88     -       302.849  (meters)     993.60   (feet)  ADJUSTED  
 RP0667  ___________________________________________________________________
 RP0667  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 RP0667  DYNAMIC HT  -         302.871 (meters)     993.67  (feet)  COMP
 RP0667  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RP0667
 RP0667  VERT ORDER  -  FIRST     CLASS II
 RP0667
 RP0667.The horizontal coordinates were scaled from a topographic map and have
 RP0667.an estimated accuracy of +/- 6 seconds.
 RP0667
 RP0667.The orthometric height was determined by differential leveling
 RP0667.and adjusted by the National Geodetic Survey in June 1991..
 RP0667
 RP0667.The geoid height was determined by GEOID03.
 RP0667
 RP0667.The dynamic height is computed by dividing the NAVD 88
 RP0667.geopotential number by the normal gravity value computed on the
 RP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0667.degrees latitude (g = 980.6199 gals.).
 RP0667
 RP0667.The modeled gravity was interpolated from observed gravity values.
 RP0667
 RP0667;                    North         East    Units  Estimated Accuracy
 RP0667;SPC ND S     -   139,140.      838,760.      MT  (+/- 180 meters Scaled)
 RP0667
 RP0667                          SUPERSEDED SURVEY CONTROL
 RP0667
 RP0667.No superseded survey control is available for this station.
 RP0667
 RP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS244926(NAD 83)
 RP0667_MARKER: I = METAL ROD
 RP0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0667_SP_SET: STAINLESS STEEL ROD
 RP0667_STAMPING: F 499 1982
 RP0667_MARK LOGO: NGS   
 RP0667_PROJECTION: RECESSED 3 CENTIMETERS
 RP0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0667_ROD/PIPE-DEPTH: 8.5  meters
 RP0667
 RP0667  HISTORY     - Date     Condition        Report By
 RP0667  HISTORY     - 1982     MONUMENTED       NGS
 RP0667
 RP0667                          STATION DESCRIPTION
 RP0667
 RP0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0667'1.6 KM (1.0 MI) WEST FROM WHEATLAND.
 RP0667'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0667'WHEATLAND-CHAFFEE INTERCHANGE OVERPASS, EXIT 80 AND COUNTY ROAD 5
 RP0667'LEADING NORTH TO THE TOWN OF WHEATLAND, AT THE RIGHT-OF-WAY FENCE AND
 RP0667'WHERE AN OLD ROAD LEADS SOUTH, 65.5 METERS (215.0 FT) SOUTH OF THE
 RP0667'CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE HIGHWAY 94,
 RP0667'19.2 METERS (63.0 FT) WEST OF THE WEST METAL POST FOR A GATE ACROSS
 RP0667'THE OLD ROAD, 21.6 METERS (71.0 FT) WEST OF THE CENTER OF THE OLD
 RP0667'ROAD, 5.1 METERS (17.0 FT) SOUTHWEST OF A LONE TREE ON THE
 RP0667'RIGHT-OF-WAY, 2.1 METERS (7.0 FT) EAST OF A RIGHT-OF-WAY MARKER, AND
 RP0667'0.3 METER (1.0 FT) NORTH OF THE FENCE.
 RP0667'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RP0667'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1113 ***********************************************************************
 TF1113  DESIGNATION -  F 5
 TF1113  PID         -  TF1113
 TF1113  STATE/COUNTY-  ND/RENVILLE
 TF1113  USGS QUAD   -  HARTLAND (1949)
 TF1113
 TF1113                         *CURRENT SURVEY CONTROL
 TF1113  ___________________________________________________________________
 TF1113* NAD 83(1986)-  48 27 56.     (N)    101 45 42.     (W)     SCALED    
 TF1113* NAVD 88     -       523.220  (meters)    1716.60   (feet)  ADJUSTED  
 TF1113  ___________________________________________________________________
 TF1113  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TF1113  DYNAMIC HT  -         523.317 (meters)    1716.92  (feet)  COMP
 TF1113  MODELED GRAV-     980,779.3   (mgal)                       NAVD 88
 TF1113
 TF1113  VERT ORDER  -  FIRST     CLASS II
 TF1113
 TF1113.The horizontal coordinates were scaled from a topographic map and have
 TF1113.an estimated accuracy of +/- 6 seconds.
 TF1113
 TF1113.The orthometric height was determined by differential leveling
 TF1113.and adjusted by the National Geodetic Survey in June 1991..
 TF1113
 TF1113.The geoid height was determined by GEOID03.
 TF1113
 TF1113.The dynamic height is computed by dividing the NAVD 88
 TF1113.geopotential number by the normal gravity value computed on the
 TF1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1113.degrees latitude (g = 980.6199 gals.).
 TF1113
 TF1113.The modeled gravity was interpolated from observed gravity values.
 TF1113
 TF1113;                    North         East    Units  Estimated Accuracy
 TF1113;SPC ND N     -   163,710.      506,710.      MT  (+/- 180 meters Scaled)
 TF1113
 TF1113                          SUPERSEDED SURVEY CONTROL
 TF1113
 TF1113  NGVD 29 (??/??/92)  522.824  (m)         1715.30   (f) ADJ UNCH    1 2
 TF1113
 TF1113.Superseded values are not recommended for survey control.
 TF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1113.See file dsdata.txt to determine how the superseded data were derived.
 TF1113
 TF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU958717(NAD 83)
 TF1113_MARKER: DB = BENCH MARK DISK
 TF1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1113_STAMPING: F5 ELEV. 1715.269 FT.
 TF1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1113+STABILITY: SURFACE MOTION
 TF1113
 TF1113  HISTORY     - Date     Condition        Report By
 TF1113  HISTORY     - UNK      MONUMENTED       CGS
 TF1113  HISTORY     - 1963     GOOD             NGS
 TF1113
 TF1113                          STATION DESCRIPTION
 TF1113
 TF1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1113'2.7 MI NW FROM CARPIO.
 TF1113'2.7 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1113'CARPIO, 0.7 MILE NORTHWEST OF THE WARD-RENVILLE COUNTY LINE, 0.6 MILE
 TF1113'NORTHWEST OF MILE POST 497, 56 FEET SOUTHWEST OF THE CENTER OF A
 TF1113'CROSSING OF THE RAILROAD AND A ROAD, 85 FEET NORTH OF THE CENTER LINE
 TF1113'OF U.S. HIGHWAY 52, 45 1/2 FEET SOUTH OF THE SOUTH RAIL, 37 FEET WEST
 TF1113'OF THE CENTER LINE OF A GRAVELED ROAD, 1.0 FOOT NORTH OF A METAL
 TF1113'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN
 TF1113'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1332 ***********************************************************************
 SN1332  DESIGNATION -  F 5 B 1
 SN1332  PID         -  SN1332
 SN1332  STATE/COUNTY-  ND/WARD
 SN1332  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1332
 SN1332                         *CURRENT SURVEY CONTROL
 SN1332  ___________________________________________________________________
 SN1332* NAD 83(1986)-  47 51 33.     (N)    101 34 56.     (W)     SCALED    
 SN1332* NAVD 88     -       662.302  (meters)    2172.90   (feet)  ADJUSTED  
 SN1332  ___________________________________________________________________
 SN1332  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 SN1332  DYNAMIC HT  -         662.381 (meters)    2173.16  (feet)  COMP
 SN1332  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 SN1332
 SN1332  VERT ORDER  -  SECOND    CLASS 0
 SN1332
 SN1332.The horizontal coordinates were scaled from a topographic map and have
 SN1332.an estimated accuracy of +/- 6 seconds.
 SN1332
 SN1332.The orthometric height was determined by differential leveling
 SN1332.and adjusted by the National Geodetic Survey in June 1991..
 SN1332
 SN1332.The geoid height was determined by GEOID03.
 SN1332
 SN1332.The dynamic height is computed by dividing the NAVD 88
 SN1332.geopotential number by the normal gravity value computed on the
 SN1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1332.degrees latitude (g = 980.6199 gals.).
 SN1332
 SN1332.The modeled gravity was interpolated from observed gravity values.
 SN1332
 SN1332;                    North         East    Units  Estimated Accuracy
 SN1332;SPC ND N     -    96,090.      519,030.      MT  (+/- 180 meters Scaled)
 SN1332
 SN1332                          SUPERSEDED SURVEY CONTROL
 SN1332
 SN1332  NGVD 29 (??/??/92)  661.90   (m)         2171.6    (f) COMPUTED    2 0
 SN1332
 SN1332.Superseded values are not recommended for survey control.
 SN1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1332.See file dsdata.txt to determine how the superseded data were derived.
 SN1332
 SN1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU068038(NAD 83)
 SN1332_MARKER: Z = SEE DESCRIPTION
 SN1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1332_SP_SET: CONCRETE PEDESTAL
 SN1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1332
 SN1332  HISTORY     - Date     Condition        Report By
 SN1332  HISTORY     - UNK      MONUMENTED       DOD
 SN1332  HISTORY     - 1962     GOOD             NGS
 SN1332
 SN1332                          STATION DESCRIPTION
 SN1332
 SN1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1332'4.0 MI W FROM DOUGLAS.
 SN1332'ABOUT 3.8 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1332'AT DOUGLAS, THENCE 0.2 MILE SOUTH ACROSS A FIELD, ON THE NORTH SLOPE
 SN1332'OF A RIDGE, ABOUT 25 YARDS SOUTHEAST OF THE SOUTHEAST EDGE OF A NARROW
 SN1332'RAVINE, ABOUT LEVEL WITH THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE
 SN1332'PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1333 ***********************************************************************
 SN1333  DESIGNATION -  F 5 B 2
 SN1333  PID         -  SN1333
 SN1333  STATE/COUNTY-  ND/WARD
 SN1333  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1333
 SN1333                         *CURRENT SURVEY CONTROL
 SN1333  ___________________________________________________________________
 SN1333* NAD 83(1986)-  47 51 40.     (N)    101 35 22.     (W)     SCALED    
 SN1333* NAVD 88     -       660.970  (meters)    2168.53   (feet)  ADJUSTED  
 SN1333  ___________________________________________________________________
 SN1333  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SN1333  DYNAMIC HT  -         661.049 (meters)    2168.79  (feet)  COMP
 SN1333  MODELED GRAV-     980,709.4   (mgal)                       NAVD 88
 SN1333
 SN1333  VERT ORDER  -  SECOND    CLASS 0
 SN1333
 SN1333.The horizontal coordinates were scaled from a topographic map and have
 SN1333.an estimated accuracy of +/- 6 seconds.
 SN1333
 SN1333.The orthometric height was determined by differential leveling
 SN1333.and adjusted by the National Geodetic Survey in June 1991..
 SN1333
 SN1333.The geoid height was determined by GEOID03.
 SN1333
 SN1333.The dynamic height is computed by dividing the NAVD 88
 SN1333.geopotential number by the normal gravity value computed on the
 SN1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1333.degrees latitude (g = 980.6199 gals.).
 SN1333
 SN1333.The modeled gravity was interpolated from observed gravity values.
 SN1333
 SN1333;                    North         East    Units  Estimated Accuracy
 SN1333;SPC ND N     -    96,320.      518,490.      MT  (+/- 180 meters Scaled)
 SN1333
 SN1333                          SUPERSEDED SURVEY CONTROL
 SN1333
 SN1333  NGVD 29 (??/??/92)  660.56   (m)         2167.2    (f) COMPUTED    2 0
 SN1333
 SN1333.Superseded values are not recommended for survey control.
 SN1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1333.See file dsdata.txt to determine how the superseded data were derived.
 SN1333
 SN1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU063041(NAD 83)
 SN1333_MARKER: Z = SEE DESCRIPTION
 SN1333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1333_SP_SET: CONCRETE PEDESTAL
 SN1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1333
 SN1333  HISTORY     - Date     Condition        Report By
 SN1333  HISTORY     - UNK      MONUMENTED       DOD
 SN1333  HISTORY     - 1962     GOOD             NGS
 SN1333
 SN1333                          STATION DESCRIPTION
 SN1333
 SN1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1333'4.2 MI W FROM DOUGLAS.
 SN1333'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1333'AT DOUGLAS, THENCE 0.1 MILE SOUTH ACROSS A FIELD, ON THE EAST SLOPE OF
 SN1333'A KNOLL, ON THE WEST SIDE OF A SMALL RAVINE, ABOUT LEVEL WITH THE
 SN1333'HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1335 ***********************************************************************
 SN1335  DESIGNATION -  F 5 Z
 SN1335  PID         -  SN1335
 SN1335  STATE/COUNTY-  ND/WARD
 SN1335  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1335
 SN1335                         *CURRENT SURVEY CONTROL
 SN1335  ___________________________________________________________________
 SN1335* NAD 83(1986)-  47 51 26.     (N)    101 35 23.     (W)     SCALED    
 SN1335* NAVD 88     -       667.807  (meters)    2190.96   (feet)  ADJUSTED  
 SN1335  ___________________________________________________________________
 SN1335  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SN1335  DYNAMIC HT  -         667.886 (meters)    2191.22  (feet)  COMP
 SN1335  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 SN1335
 SN1335  VERT ORDER  -  SECOND    CLASS 0
 SN1335
 SN1335.The horizontal coordinates were scaled from a topographic map and have
 SN1335.an estimated accuracy of +/- 6 seconds.
 SN1335
 SN1335.The orthometric height was determined by differential leveling
 SN1335.and adjusted by the National Geodetic Survey in June 1991..
 SN1335
 SN1335.The geoid height was determined by GEOID03.
 SN1335
 SN1335.The dynamic height is computed by dividing the NAVD 88
 SN1335.geopotential number by the normal gravity value computed on the
 SN1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1335.degrees latitude (g = 980.6199 gals.).
 SN1335
 SN1335.The modeled gravity was interpolated from observed gravity values.
 SN1335
 SN1335;                    North         East    Units  Estimated Accuracy
 SN1335;SPC ND N     -    95,880.      518,460.      MT  (+/- 180 meters Scaled)
 SN1335
 SN1335                          SUPERSEDED SURVEY CONTROL
 SN1335
 SN1335  NGVD 29 (??/??/92)  667.40   (m)         2189.6    (f) COMPUTED    2 0
 SN1335
 SN1335.Superseded values are not recommended for survey control.
 SN1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1335.See file dsdata.txt to determine how the superseded data were derived.
 SN1335
 SN1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU062036(NAD 83)
 SN1335_MARKER: DS = TRIANGULATION STATION DISK
 SN1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1335_STAMPING: F 5 Z 1962
 SN1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1335+STABILITY: SURFACE MOTION
 SN1335
 SN1335  HISTORY     - Date     Condition        Report By
 SN1335  HISTORY     - 1962     MONUMENTED       CGS
 SN1335
 SN1335                          STATION DESCRIPTION
 SN1335
 SN1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1335'4.4 MI W FROM DOUGLAS.
 SN1335'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1335'AT DOUGLAS, THENCE 0.3 MILE SOUTH ACROSS A FIELD, ON THE TOP OF AND
 SN1335'NEAR THE HIGHEST POINT OF THE FIRST RIDGE SOUTH OF THE HIGHWAY, 3.6
 SN1335'FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE
 SN1335'RIDGE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1334 ***********************************************************************
 SN1334  DESIGNATION -  F 5 Z RM 1
 SN1334  PID         -  SN1334
 SN1334  STATE/COUNTY-  ND/WARD
 SN1334  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1334
 SN1334                         *CURRENT SURVEY CONTROL
 SN1334  ___________________________________________________________________
 SN1334* NAD 83(1986)-  47 51 26.     (N)    101 35 23.     (W)     SCALED    
 SN1334* NAVD 88     -       667.663  (meters)    2190.49   (feet)  ADJUSTED  
 SN1334  ___________________________________________________________________
 SN1334  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SN1334  DYNAMIC HT  -         667.743 (meters)    2190.75  (feet)  COMP
 SN1334  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 SN1334
 SN1334  VERT ORDER  -  SECOND    CLASS 0
 SN1334
 SN1334.The horizontal coordinates were scaled from a topographic map and have
 SN1334.an estimated accuracy of +/- 6 seconds.
 SN1334
 SN1334.The orthometric height was determined by differential leveling
 SN1334.and adjusted by the National Geodetic Survey in June 1991..
 SN1334
 SN1334.The geoid height was determined by GEOID03.
 SN1334
 SN1334.The dynamic height is computed by dividing the NAVD 88
 SN1334.geopotential number by the normal gravity value computed on the
 SN1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1334.degrees latitude (g = 980.6199 gals.).
 SN1334
 SN1334.The modeled gravity was interpolated from observed gravity values.
 SN1334
 SN1334;                    North         East    Units  Estimated Accuracy
 SN1334;SPC ND N     -    95,880.      518,460.      MT  (+/- 180 meters Scaled)
 SN1334
 SN1334                          SUPERSEDED SURVEY CONTROL
 SN1334
 SN1334  NGVD 29 (??/??/92)  667.25   (m)         2189.1    (f) COMPUTED    2 0
 SN1334
 SN1334.Superseded values are not recommended for survey control.
 SN1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1334.See file dsdata.txt to determine how the superseded data were derived.
 SN1334
 SN1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU062036(NAD 83)
 SN1334_MARKER: DR = REFERENCE MARK DISK
 SN1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1334_STAMPING: F 5 Z NO 1 1962
 SN1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1334+STABILITY: SURFACE MOTION
 SN1334
 SN1334  HISTORY     - Date     Condition        Report By
 SN1334  HISTORY     - 1962     MONUMENTED       CGS
 SN1334
 SN1334                          STATION DESCRIPTION
 SN1334
 SN1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1334'4.4 MI W FROM DOUGLAS.
 SN1334'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1334'AT DOUGLAS, THENCE 0.3 MILE SOUTH ACROSS A FIELD, ON TOP OF AND NEAR
 SN1334'THE HIGHEST POINT OF THE FIRST RIDGE SOUTH OF THE HIGHWAY, 21.9 FEET
 SN1334'NORTH OF THE STATION F 5 Z 1962, ABOUT LEVEL WITH THE TOP OF THE
 SN1334'RIDGE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1336 ***********************************************************************
 SN1336  DESIGNATION -  F 5 Z RM 2
 SN1336  PID         -  SN1336
 SN1336  STATE/COUNTY-  ND/WARD
 SN1336  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1336
 SN1336                         *CURRENT SURVEY CONTROL
 SN1336  ___________________________________________________________________
 SN1336* NAD 83(1986)-  47 51 25.     (N)    101 35 22.     (W)     SCALED    
 SN1336* NAVD 88     -       667.681  (meters)    2190.55   (feet)  ADJUSTED  
 SN1336  ___________________________________________________________________
 SN1336  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 SN1336  DYNAMIC HT  -         667.761 (meters)    2190.81  (feet)  COMP
 SN1336  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 SN1336
 SN1336  VERT ORDER  -  SECOND    CLASS 0
 SN1336
 SN1336.The horizontal coordinates were scaled from a topographic map and have
 SN1336.an estimated accuracy of +/- 6 seconds.
 SN1336
 SN1336.The orthometric height was determined by differential leveling
 SN1336.and adjusted by the National Geodetic Survey in June 1991..
 SN1336
 SN1336.The geoid height was determined by GEOID03.
 SN1336
 SN1336.The dynamic height is computed by dividing the NAVD 88
 SN1336.geopotential number by the normal gravity value computed on the
 SN1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1336.degrees latitude (g = 980.6199 gals.).
 SN1336
 SN1336.The modeled gravity was interpolated from observed gravity values.
 SN1336
 SN1336;                    North         East    Units  Estimated Accuracy
 SN1336;SPC ND N     -    95,850.      518,480.      MT  (+/- 180 meters Scaled)
 SN1336
 SN1336                          SUPERSEDED SURVEY CONTROL
 SN1336
 SN1336  NGVD 29 (??/??/92)  667.27   (m)         2189.2    (f) COMPUTED    2 0
 SN1336
 SN1336.Superseded values are not recommended for survey control.
 SN1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1336.See file dsdata.txt to determine how the superseded data were derived.
 SN1336
 SN1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU063036(NAD 83)
 SN1336_MARKER: DR = REFERENCE MARK DISK
 SN1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1336_STAMPING: F 5 Z NO 2 1962
 SN1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1336+STABILITY: SURFACE MOTION
 SN1336
 SN1336  HISTORY     - Date     Condition        Report By
 SN1336  HISTORY     - 1962     MONUMENTED       CGS
 SN1336
 SN1336                          STATION DESCRIPTION
 SN1336
 SN1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1336'4.4 MI W FROM DOUGLAS.
 SN1336'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1336'AT DOUGLAS, THENCE 0.3 MILE SOUTH ACROSS A FIELD, ON THE TOP OF AND
 SN1336'NEAR THE HIGHEST POINT OF THE FIRST RIDGE SOUTH OF THE HIGHWAY, 24.3
 SN1336'FEET WEST OF THE STATION F 5 Z 1962, ABOUT LEVEL WITH THE TOP OF THE
 SN1336'RIDGE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0472 ***********************************************************************
 SL0472  DESIGNATION -  F 50
 SL0472  PID         -  SL0472
 SL0472  STATE/COUNTY-  ND/CASS
 SL0472  USGS QUAD   -  ARTHUR (1967)
 SL0472
 SL0472                         *CURRENT SURVEY CONTROL
 SL0472  ___________________________________________________________________
 SL0472* NAD 83(1986)-  47 02 03.     (N)    097 13 06.     (W)     SCALED    
 SL0472* NAVD 88     -       291.654  (meters)     956.87   (feet)  ADJUSTED  
 SL0472  ___________________________________________________________________
 SL0472  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 SL0472  DYNAMIC HT  -         291.687 (meters)     956.98  (feet)  COMP
 SL0472  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SL0472
 SL0472  VERT ORDER  -  SECOND    CLASS 0
 SL0472
 SL0472.The horizontal coordinates were scaled from a topographic map and have
 SL0472.an estimated accuracy of +/- 6 seconds.
 SL0472
 SL0472.The orthometric height was determined by differential leveling
 SL0472.and adjusted by the National Geodetic Survey in June 1991..
 SL0472
 SL0472.The geoid height was determined by GEOID03.
 SL0472
 SL0472.The dynamic height is computed by dividing the NAVD 88
 SL0472.geopotential number by the normal gravity value computed on the
 SL0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0472.degrees latitude (g = 980.6199 gals.).
 SL0472
 SL0472.The modeled gravity was interpolated from observed gravity values.
 SL0472
 SL0472;                    North         East    Units  Estimated Accuracy
 SL0472;SPC ND S     -   157,220.      849,340.      MT  (+/- 180 meters Scaled)
 SL0472
 SL0472                          SUPERSEDED SURVEY CONTROL
 SL0472
 SL0472  NGVD 29 (??/??/92)  291.342  (m)          955.84   (f) ADJ UNCH    2 0
 SL0472
 SL0472.Superseded values are not recommended for survey control.
 SL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0472.See file dsdata.txt to determine how the superseded data were derived.
 SL0472
 SL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT353105(NAD 83)
 SL0472_MARKER: DB = BENCH MARK DISK
 SL0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0472_STAMPING: F-50 -- 1934
 SL0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0472+STABILITY: SURFACE MOTION
 SL0472
 SL0472  HISTORY     - Date     Condition        Report By
 SL0472  HISTORY     - 1934     MONUMENTED       CGS
 SL0472  HISTORY     - 1967     GOOD             USAF
 SL0472
 SL0472                          STATION DESCRIPTION
 SL0472
 SL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0472'4.8 MI S FROM ARTHUR.
 SL0472'F-50 IS LOCATED 4.8 MILES SOUTH OF THE STATION.  AT THE JUNCTION OF
 SL0472'THE G.N.R. LINES ERIE TO FARGO AND MAYVILLE TO CASSELTON.  150 YARDS
 SL0472'SOUTH OF CENTERLINE A GRADE CROSSING OF A COUNTY ROAD.  130 FT.
 SL0472'SOUTHWEST OF SOUTHWEST RAIL OF LINE TO MAYVILLE.  24.6 FT. NORTH OF
 SL0472'NORTH RAIL OF LINE TO FARGO.  106 FT. EAST OF CENTERLINE OF STATE HY.
 SL0472'NO. 18.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 SL0472'NOTE-- THERE IS A METAL WITNESS POST 1 FOOT WEST OF THE MARK. N.D. HWY
 SL0472'18 HAS BEEN RELOCATED AND IS NOW EAST OF THE RAILROAD. THE FORMER
 SL0472'HIGHWAY HAS DETERIORATED TO A LITTLE USED COUNTY ROAD.
 SL0472
 SL0472                          STATION RECOVERY (1967)
 SL0472
 SL0472'RECOVERY NOTE BY US AIR FORCE 1967
 SL0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0727 ***********************************************************************
 RR0727  DESIGNATION -  F 501
 RR0727  PID         -  RR0727
 RR0727  STATE/COUNTY-  ND/MORTON
 RR0727  USGS QUAD   -  ALMONT EAST (1980)
 RR0727
 RR0727                         *CURRENT SURVEY CONTROL
 RR0727  ___________________________________________________________________
 RR0727* NAD 83(1986)-  46 44 40.     (N)    101 23 00.     (W)     SCALED    
 RR0727* NAVD 88     -       669.916  (meters)    2197.88   (feet)  ADJUSTED  
 RR0727  ___________________________________________________________________
 RR0727  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 RR0727  DYNAMIC HT  -         669.910 (meters)    2197.86  (feet)  COMP
 RR0727  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 RR0727
 RR0727  VERT ORDER  -  FIRST     CLASS II
 RR0727
 RR0727.The horizontal coordinates were scaled from a topographic map and have
 RR0727.an estimated accuracy of +/- 6 seconds.
 RR0727
 RR0727.The orthometric height was determined by differential leveling
 RR0727.and adjusted by the National Geodetic Survey in June 1991..
 RR0727
 RR0727.The geoid height was determined by GEOID03.
 RR0727
 RR0727.The dynamic height is computed by dividing the NAVD 88
 RR0727.geopotential number by the normal gravity value computed on the
 RR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0727.degrees latitude (g = 980.6199 gals.).
 RR0727
 RR0727.The modeled gravity was interpolated from observed gravity values.
 RR0727
 RR0727;                    North         East    Units  Estimated Accuracy
 RR0727;SPC ND S     -   120,180.      532,500.      MT  (+/- 180 meters Scaled)
 RR0727
 RR0727                          SUPERSEDED SURVEY CONTROL
 RR0727
 RR0727.No superseded survey control is available for this station.
 RR0727
 RR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS179795(NAD 83)
 RR0727_MARKER: I = METAL ROD
 RR0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0727_SP_SET: STAINLESS STEEL ROD
 RR0727_STAMPING: F 501 1985
 RR0727_MARK LOGO: NGS   
 RR0727_PROJECTION: FLUSH
 RR0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0727_ROD/PIPE-DEPTH: 4.3  meters
 RR0727
 RR0727  HISTORY     - Date     Condition        Report By
 RR0727  HISTORY     - 1985     MONUMENTED       NGS
 RR0727
 RR0727                          STATION DESCRIPTION
 RR0727
 RR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0727'12.4 KM (7.7 MI) SOUTH FROM NEW SALEM.
 RR0727'12.4 KM (7.7 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0727'COUNTY ROAD 139 AT NEW SALEM, 0.16 KM (0.1 MI) SOUTH OF THE JUNCTION
 RR0727'OF A GRAVEL ROAD LEADING EAST, 19.5 METERS (64 FT) WEST OF THE CENTER
 RR0727'OF THE ROAD (SLOPE DISTANT), 9.4 METERS (31 FT) NORTH OF THE CENTER OF
 RR0727'A FIELD ENTRANCE ROAD, 5.5 METERS (18 FT) NORTHWEST OF THE NORTH END
 RR0727'OF A 18-INCH PIPE CULVERT, 1.8 METERS (6 FT) NORTH OF A FENCE CORNER
 RR0727'AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 RR0727'HAD THROUGH A 5-INCH LOGO CAP.
 RR0727'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RR0727'THE MARK IS 3.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0751 ***********************************************************************
 RR0751  DESIGNATION -  F 502
 RR0751  PID         -  RR0751
 RR0751  STATE/COUNTY-  ND/GRANT
 RR0751  USGS QUAD   -  RALEIGH (1980)
 RR0751
 RR0751                         *CURRENT SURVEY CONTROL
 RR0751  ___________________________________________________________________
 RR0751* NAD 83(1986)-  46 17 40.     (N)    101 19 50.     (W)     SCALED    
 RR0751* NAVD 88     -       709.564  (meters)    2327.96   (feet)  ADJUSTED  
 RR0751  ___________________________________________________________________
 RR0751  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 RR0751  DYNAMIC HT  -         709.534 (meters)    2327.86  (feet)  COMP
 RR0751  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 RR0751
 RR0751  VERT ORDER  -  FIRST     CLASS II
 RR0751
 RR0751.The horizontal coordinates were scaled from a topographic map and have
 RR0751.an estimated accuracy of +/- 6 seconds.
 RR0751
 RR0751.The orthometric height was determined by differential leveling
 RR0751.and adjusted by the National Geodetic Survey in June 1991..
 RR0751
 RR0751.The geoid height was determined by GEOID03.
 RR0751
 RR0751.The dynamic height is computed by dividing the NAVD 88
 RR0751.geopotential number by the normal gravity value computed on the
 RR0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0751.degrees latitude (g = 980.6199 gals.).
 RR0751
 RR0751.The modeled gravity was interpolated from observed gravity values.
 RR0751
 RR0751;                    North         East    Units  Estimated Accuracy
 RR0751;SPC ND S     -    70,120.      536,010.      MT  (+/- 180 meters Scaled)
 RR0751
 RR0751                          SUPERSEDED SURVEY CONTROL
 RR0751
 RR0751.No superseded survey control is available for this station.
 RR0751
 RR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS205294(NAD 83)
 RR0751_MARKER: I = METAL ROD
 RR0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0751_SP_SET: STAINLESS STEEL ROD
 RR0751_STAMPING: F 502 1985
 RR0751_MARK LOGO: NGS   
 RR0751_PROJECTION: FLUSH
 RR0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0751_ROD/PIPE-DEPTH: 4.9  meters
 RR0751
 RR0751  HISTORY     - Date     Condition        Report By
 RR0751  HISTORY     - 1985     MONUMENTED       NGS
 RR0751
 RR0751                          STATION DESCRIPTION
 RR0751
 RR0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0751'7.9 KM (4.9 MI) SOUTH FROM RALEIGH.
 RR0751'7.9 KM (4.9 MI) SOUTH ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF MAIN
 RR0751'STREET AT RALEIGH, AT A GRAVEL ROAD LEADING WEST, 25.0 METERS (82 FT)
 RR0751'WEST OF THE HIGHWAY CENTERLINE, 15.2 METERS (50 FT) NORTH OF THE
 RR0751'CENTER OF THE GRAVEL ROAD, 7.9 METERS (25.8 FT) NORTH OF A FENCE
 RR0751'CORNER, 14.2 METERS (46.6 FT) WEST-NORTHWEST OF THE NORTH END OF A
 RR0751'18-INCH PIPE CULVERT AND 0.3 METER (1 FT) EAST OF THE RIGHT-OF-WAY
 RR0751'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0751'THE MARK IS 0.15 METERS  E FROM  A WITNESS POST
 RR0751'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1197 ***********************************************************************
 RP1197  DESIGNATION -  F 504
 RP1197  PID         -  RP1197
 RP1197  STATE/COUNTY-  ND/RICHLAND
 RP1197  USGS QUAD   -  HANKINSON SE (1979)
 RP1197
 RP1197                         *CURRENT SURVEY CONTROL
 RP1197  ___________________________________________________________________
 RP1197* NAD 83(1986)-  46 02 11.     (N)    096 50 05.     (W)     SCALED    
 RP1197* NAVD 88     -       318.704  (meters)    1045.61   (feet)  ADJUSTED  
 RP1197  ___________________________________________________________________
 RP1197  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RP1197  DYNAMIC HT  -         318.704 (meters)    1045.61  (feet)  COMP
 RP1197  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RP1197
 RP1197  VERT ORDER  -  FIRST     CLASS II
 RP1197
 RP1197.The horizontal coordinates were scaled from a topographic map and have
 RP1197.an estimated accuracy of +/- 6 seconds.
 RP1197
 RP1197.The orthometric height was determined by differential leveling
 RP1197.and adjusted by the National Geodetic Survey in June 1991..
 RP1197
 RP1197.The geoid height was determined by GEOID03.
 RP1197
 RP1197.The dynamic height is computed by dividing the NAVD 88
 RP1197.geopotential number by the normal gravity value computed on the
 RP1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1197.degrees latitude (g = 980.6199 gals.).
 RP1197
 RP1197.The modeled gravity was interpolated from observed gravity values.
 RP1197
 RP1197;                    North         East    Units  Estimated Accuracy
 RP1197;SPC ND S     -    47,720.      883,640.      MT  (+/- 180 meters Scaled)
 RP1197
 RP1197                          SUPERSEDED SURVEY CONTROL
 RP1197
 RP1197.No superseded survey control is available for this station.
 RP1197
 RP1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS675003(NAD 83)
 RP1197_MARKER: I = METAL ROD
 RP1197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1197_SP_SET: STAINLESS STEEL ROD
 RP1197_STAMPING: F 504 1990
 RP1197_MARK LOGO: NGS   
 RP1197_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1197_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1197+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1197_ROD/PIPE-DEPTH: 21.6 meters
 RP1197
 RP1197  HISTORY     - Date     Condition        Report By
 RP1197  HISTORY     - 1990     MONUMENTED       NGS
 RP1197
 RP1197                          STATION DESCRIPTION
 RP1197
 RP1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1197'4.6 KM (2.9 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1197'COUNTY ROAD 1 IN HANKINSON, THENCE 1.8 KM (1.1 MI) SOUTHERLY ALONG
 RP1197'INTERSTATE HIGHWAY 29, 135.0 M (442.9 FT) SOUTH OF THE EXTENDED
 RP1197'CENTER OF AN ABANDONED SECTION LINE ROAD, 44.1 M (144.7 FT) EAST OF
 RP1197'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 RP1197'WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 RP1197'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RP1197'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1173 ***********************************************************************
 RP1173  CBN         -  This is a Cooperative Base Network Control Station.
 RP1173  DESIGNATION -  F 505
 RP1173  PID         -  RP1173
 RP1173  STATE/COUNTY-  ND/RICHLAND
 RP1173  USGS QUAD   -  DWIGHT (1979)
 RP1173
 RP1173                         *CURRENT SURVEY CONTROL
 RP1173  ___________________________________________________________________
 RP1173* NAD 83(1996)-  46 17 48.69560(N)    096 43 58.99278(W)     ADJUSTED  
 RP1173* NAVD 88     -       290.651  (meters)     953.58   (feet)  ADJUSTED  
 RP1173  ___________________________________________________________________
 RP1173  X           -    -517,596.452 (meters)                     COMP
 RP1173  Y           -  -4,384,259.523 (meters)                     COMP
 RP1173  Z           -   4,588,298.558 (meters)                     COMP
 RP1173  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RP1173  ELLIP HEIGHT-         263.94  (meters)          (04/07/03) GPS OBS
 RP1173  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP1173  DYNAMIC HT  -         290.657 (meters)     953.60  (feet)  COMP
 RP1173  MODELED GRAV-     980,626.8   (mgal)                       NAVD 88
 RP1173
 RP1173  HORZ ORDER  -  A
 RP1173  VERT ORDER  -  FIRST     CLASS II
 RP1173  ELLP ORDER  -  THIRD     CLASS II
 RP1173
 RP1173.The horizontal coordinates were established by GPS observations
 RP1173.and adjusted by the National Geodetic Survey in April 2003..
 RP1173
 RP1173.The orthometric height was determined by differential leveling
 RP1173.and adjusted by the National Geodetic Survey in June 1991..
 RP1173
 RP1173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1173
 RP1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1173
 RP1173.The ellipsoidal height was determined by GPS observations
 RP1173.and is referenced to NAD 83.
 RP1173
 RP1173.The geoid height was determined by GEOID03.
 RP1173
 RP1173.The dynamic height is computed by dividing the NAVD 88
 RP1173.geopotential number by the normal gravity value computed on the
 RP1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1173.degrees latitude (g = 980.6199 gals.).
 RP1173
 RP1173.The modeled gravity was interpolated from observed gravity values.
 RP1173
 RP1173;                    North         East     Units Scale Factor Converg.
 RP1173;SPC ND S     -    77,007.594   890,118.513   MT  0.99997962   +2 44 51.2
 RP1173;SPC ND S     -   252,649.59  2,920,336.33   iFT  0.99997962   +2 44 51.2
 RP1173;UTM  14      - 5,129,529.103   674,591.798   MT  0.99997472   +1 38 21.3
 RP1173
 RP1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1173!SPC ND S     -   0.99995863  x   0.99997962  =   0.99993825
 RP1173!UTM  14      -   0.99995863  x   0.99997472  =   0.99993335
 RP1173
 RP1173                          SUPERSEDED SURVEY CONTROL
 RP1173
 RP1173  NAVD 88 (04/07/03)  290.65   (m)          953.6    (f) LEVELING    3  
 RP1173
 RP1173.Superseded values are not recommended for survey control.
 RP1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1173.See file dsdata.txt to determine how the superseded data were derived.
 RP1173
 RP1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7459229529(NAD 83)
 RP1173_MARKER: I = METAL ROD
 RP1173_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1173_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1173_STAMPING: F 505 1990
 RP1173_MARK LOGO: NGS   
 RP1173_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1173_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP1173+STABILITY: POSITION/ELEVATION WELL
 RP1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1173+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 RP1173_ROD/PIPE-DEPTH: 20.9 meters
 RP1173_SLEEVE-DEPTH  : 12.2 meters
 RP1173
 RP1173  HISTORY     - Date     Condition        Report By
 RP1173  HISTORY     - 1990     MONUMENTED       NGS
 RP1173  HISTORY     - 20020710 GOOD             LOCENG
 RP1173
 RP1173                          STATION DESCRIPTION
 RP1173
 RP1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1173'9.9 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1173'STATE HIGHWAY 127 IN WAHPETON, THENCE 4.1 KM (2.5 MI) NORTHERLY ALONG
 RP1173'COUNTY ROAD 81, 29.7 M (97.4 FT) SOUTHEAST OF THE ROAD CENTERLINE,
 RP1173'12.5 M (41.0 FT) SOUTH OF THE CENTER OF A SECTION LINE ROAD, 4.0 M
 RP1173'(13.1 FT) SOUTHWEST OF A UTILITY POLE WITH 3 GUY WIRES, 0.3 M (1.0
 RP1173'FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 RP1173'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RP1173
 RP1173                          STATION RECOVERY (2002)
 RP1173
 RP1173'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (BDE)
 RP1173'RECOVERED AS DESCRIBED.
 RP1173'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1144 ***********************************************************************
 RP1144  DESIGNATION -  F 506
 RP1144  PID         -  RP1144
 RP1144  STATE/COUNTY-  ND/CASS
 RP1144  USGS QUAD   -  FARGO SOUTH (1993)
 RP1144
 RP1144                         *CURRENT SURVEY CONTROL
 RP1144  ___________________________________________________________________
 RP1144* NAD 83(1986)-  46 47 22.     (N)    096 48 07.     (W)     SCALED    
 RP1144* NAVD 88     -       276.445  (meters)     906.97   (feet)  ADJUSTED  
 RP1144  ___________________________________________________________________
 RP1144  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP1144  DYNAMIC HT  -         276.465 (meters)     907.04  (feet)  COMP
 RP1144  MODELED GRAV-     980,680.7   (mgal)                       NAVD 88
 RP1144
 RP1144  VERT ORDER  -  FIRST     CLASS II
 RP1144
 RP1144.The horizontal coordinates were scaled from a topographic map and have
 RP1144.an estimated accuracy of +/- 6 seconds.
 RP1144
 RP1144.The orthometric height was determined by differential leveling
 RP1144.and adjusted by the National Geodetic Survey in June 1991..
 RP1144
 RP1144.The geoid height was determined by GEOID03.
 RP1144
 RP1144.The dynamic height is computed by dividing the NAVD 88
 RP1144.geopotential number by the normal gravity value computed on the
 RP1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1144.degrees latitude (g = 980.6199 gals.).
 RP1144
 RP1144.The modeled gravity was interpolated from observed gravity values.
 RP1144
 RP1144;                    North         East    Units  Estimated Accuracy
 RP1144;SPC ND S     -   131,450.      882,240.      MT  (+/- 180 meters Scaled)
 RP1144
 RP1144                          SUPERSEDED SURVEY CONTROL
 RP1144
 RP1144.No superseded survey control is available for this station.
 RP1144
 RP1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS677841(NAD 83)
 RP1144_MARKER: I = METAL ROD
 RP1144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1144_SP_SET: STAINLESS STEEL ROD
 RP1144_STAMPING: F 506 1990
 RP1144_MARK LOGO: NGS   
 RP1144_PROJECTION: FLUSH
 RP1144_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1144+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1144_ROD/PIPE-DEPTH: 13.3 meters
 RP1144
 RP1144  HISTORY     - Date     Condition        Report By
 RP1144  HISTORY     - 1990     MONUMENTED       NGS
 RP1144
 RP1144                          STATION DESCRIPTION
 RP1144
 RP1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1144'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1144'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1144'THENCE 1.5 KM (0.9 MI) SOUTHERLY ALONG COUNTY ROAD 81, 31.8 M (104.3
 RP1144'FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE, 34.6 M (113.5 FT)
 RP1144'SOUTH OF THE NORTHWEST CORNER OF THE SALEM CHURCH, 1.3 M (4.3 FT)
 RP1144'SOUTH OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE, AND 0.4 M (1.3
 RP1144'FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 RP1144'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0434 ***********************************************************************
 SL0434  DESIGNATION -  F 51
 SL0434  PID         -  SL0434
 SL0434  STATE/COUNTY-  ND/STEELE
 SL0434  USGS QUAD   -  HATTON (1970)
 SL0434
 SL0434                         *CURRENT SURVEY CONTROL
 SL0434  ___________________________________________________________________
 SL0434* NAD 83(1986)-  47 39 58.     (N)    097 29 38.     (W)     SCALED    
 SL0434* NAVD 88     -       333.410  (meters)    1093.86   (feet)  ADJUSTED  
 SL0434  ___________________________________________________________________
 SL0434  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 SL0434  DYNAMIC HT  -         333.458 (meters)    1094.02  (feet)  COMP
 SL0434  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 SL0434
 SL0434  VERT ORDER  -  SECOND    CLASS 0
 SL0434
 SL0434.The horizontal coordinates were scaled from a topographic map and have
 SL0434.an estimated accuracy of +/- 6 seconds.
 SL0434
 SL0434.The orthometric height was determined by differential leveling
 SL0434.and adjusted by the National Geodetic Survey in June 1991..
 SL0434
 SL0434.The geoid height was determined by GEOID03.
 SL0434
 SL0434.The dynamic height is computed by dividing the NAVD 88
 SL0434.geopotential number by the normal gravity value computed on the
 SL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0434.degrees latitude (g = 980.6199 gals.).
 SL0434
 SL0434.The modeled gravity was interpolated from observed gravity values.
 SL0434
 SL0434;                    North         East    Units  Estimated Accuracy
 SL0434;SPC ND N     -    78,470.      825,710.      MT  (+/- 180 meters Scaled)
 SL0434
 SL0434                          SUPERSEDED SURVEY CONTROL
 SL0434
 SL0434  NGVD 29 (??/??/92)  333.039  (m)         1092.65   (f) ADJ UNCH    2 0
 SL0434
 SL0434.Superseded values are not recommended for survey control.
 SL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0434.See file dsdata.txt to determine how the superseded data were derived.
 SL0434
 SL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT130802(NAD 83)
 SL0434_MARKER: DB = BENCH MARK DISK
 SL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0434_STAMPING: F-51 -- 1934
 SL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0434+STABILITY: SURFACE MOTION
 SL0434
 SL0434  HISTORY     - Date     Condition        Report By
 SL0434  HISTORY     - 1934     MONUMENTED       CGS
 SL0434  HISTORY     - 1970     MARK NOT FOUND   USGS
 SL0434
 SL0434                          STATION DESCRIPTION
 SL0434
 SL0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0434'2.5 MI NW FROM HATTON.
 SL0434'2.5 MILES NORTHWEST OF THE G.N.R. STATION AT HATTON.  60 FT. SOUTHEAST
 SL0434'OF CENTERLINE OF GRADE CROSSING OF A DIRT ROAD.  43.5 FT. NORTHEAST OF
 SL0434'NORTHEAST RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 SL0434'4 IN. HIGH.  A STANDARD DISK STAMPED F 51 1934.  NOTE-- DITCH HAS BEEN
 SL0434'WIDENED IN THE AREA.
 SL0434
 SL0434                          STATION RECOVERY (1970)
 SL0434
 SL0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SL0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0887 ***********************************************************************
 SL0887  DESIGNATION -  F 52
 SL0887  PID         -  SL0887
 SL0887  STATE/COUNTY-  ND/STEELE
 SL0887  USGS QUAD   -  FINLEY (1967)
 SL0887
 SL0887                         *CURRENT SURVEY CONTROL
 SL0887  ___________________________________________________________________
 SL0887* NAD 83(1986)-  47 30 50.     (N)    097 46 56.     (W)     SCALED    
 SL0887* NAVD 88     -       413.180  (meters)    1355.57   (feet)  ADJUSTED  
 SL0887  ___________________________________________________________________
 SL0887  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 SL0887  DYNAMIC HT  -         413.227 (meters)    1355.73  (feet)  COMP
 SL0887  MODELED GRAV-     980,715.2   (mgal)                       NAVD 88
 SL0887
 SL0887  VERT ORDER  -  SECOND    CLASS 0
 SL0887
 SL0887.The horizontal coordinates were scaled from a topographic map and have
 SL0887.an estimated accuracy of +/- 6 seconds.
 SL0887
 SL0887.The orthometric height was determined by differential leveling
 SL0887.and adjusted by the National Geodetic Survey in June 1991..
 SL0887
 SL0887.The geoid height was determined by GEOID03.
 SL0887
 SL0887.The dynamic height is computed by dividing the NAVD 88
 SL0887.geopotential number by the normal gravity value computed on the
 SL0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0887.degrees latitude (g = 980.6199 gals.).
 SL0887
 SL0887.The modeled gravity was interpolated from observed gravity values.
 SL0887
 SL0887;                    North         East    Units  Estimated Accuracy
 SL0887;SPC ND N     -    60,750.      804,670.      MT  (+/- 180 meters Scaled)
 SL0887
 SL0887                          SUPERSEDED SURVEY CONTROL
 SL0887
 SL0887  NGVD 29 (??/??/92)  412.82   (m)         1354.4    (f) COMPUTED    2 0
 SL0887
 SL0887.Superseded values are not recommended for survey control.
 SL0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0887.See file dsdata.txt to determine how the superseded data were derived.
 SL0887
 SL0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT916629(NAD 83)
 SL0887_MARKER: DB = BENCH MARK DISK
 SL0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0887_STAMPING: F-52 -- 1934
 SL0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0887+STABILITY: SURFACE MOTION
 SL0887
 SL0887  HISTORY     - Date     Condition        Report By
 SL0887  HISTORY     - 1934     MONUMENTED       CGS
 SL0887  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0887
 SL0887                          STATION DESCRIPTION
 SL0887
 SL0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0887'2.6 MI E FROM FINLEY.
 SL0887'IS LOCATED 2.6 MILES EAST OF THE STEELE COUNTY COURT HOUSE AT FINLEY.
 SL0887'0.5 OF MILE EAST OF A SECTION ROAD.  54 FT. NORTHEAST OF NORTH
 SL0887'HEADWALL OF A 16 IN. CONCRETE CULVERT UNDER HIGHWAY.  47 FT. NORTHWEST
 SL0887'OF INTERSECTION OF THE CENTERLINES OF HIGHWAY AND A FARM ROAD THAT
 SL0887'CROSSES HIGHWAY.  45 FT. NORTH OF CENTERLINE OF HY.  27 FT. WEST OF
 SL0887'CENTERLINE OF FARM ROAD.  SOUTHWEST OF A PILE OF ROUND BOULDERS.
 SL0887'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 SL0887
 SL0887                          STATION RECOVERY (1963)
 SL0887
 SL0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0392 ***********************************************************************
 SM0392  DESIGNATION -  F 53
 SM0392  PID         -  SM0392
 SM0392  STATE/COUNTY-  ND/BARNES
 SM0392  USGS QUAD   -  DAZEY (1961)
 SM0392
 SM0392                         *CURRENT SURVEY CONTROL
 SM0392  ___________________________________________________________________
 SM0392* NAD 83(1986)-  47 11 34.     (N)    098 12 07.     (W)     SCALED    
 SM0392* NAVD 88     -       437.134  (meters)    1434.16   (feet)  ADJUSTED  
 SM0392  ___________________________________________________________________
 SM0392  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0392  DYNAMIC HT  -         437.165 (meters)    1434.27  (feet)  COMP
 SM0392  MODELED GRAV-     980,670.5   (mgal)                       NAVD 88
 SM0392
 SM0392  VERT ORDER  -  SECOND    CLASS 0
 SM0392
 SM0392.The horizontal coordinates were scaled from a topographic map and have
 SM0392.an estimated accuracy of +/- 6 seconds.
 SM0392
 SM0392.The orthometric height was determined by differential leveling
 SM0392.and adjusted by the National Geodetic Survey in June 1991..
 SM0392
 SM0392.The geoid height was determined by GEOID03.
 SM0392
 SM0392.The dynamic height is computed by dividing the NAVD 88
 SM0392.geopotential number by the normal gravity value computed on the
 SM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0392.degrees latitude (g = 980.6199 gals.).
 SM0392
 SM0392.The modeled gravity was interpolated from observed gravity values.
 SM0392
 SM0392;                    North         East    Units  Estimated Accuracy
 SM0392;SPC ND S     -   172,190.      774,120.      MT  (+/- 180 meters Scaled)
 SM0392
 SM0392                          SUPERSEDED SURVEY CONTROL
 SM0392
 SM0392  NGVD 29 (??/??/92)  436.701  (m)         1432.74   (f) ADJ UNCH    2 0
 SM0392
 SM0392.Superseded values are not recommended for survey control.
 SM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0392.See file dsdata.txt to determine how the superseded data were derived.
 SM0392
 SM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT604268(NAD 83)
 SM0392_MARKER: DB = BENCH MARK DISK
 SM0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0392_STAMPING: F 53 1934
 SM0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0392+STABILITY: SURFACE MOTION
 SM0392
 SM0392  HISTORY     - Date     Condition        Report By
 SM0392  HISTORY     - 1934     MONUMENTED       CGS
 SM0392  HISTORY     - 1964     GOOD             NGS
 SM0392
 SM0392                          STATION DESCRIPTION
 SM0392
 SM0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0392'0.2 MI N FROM DAZEY.
 SM0392'ABOUT 0.2 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0392'STATION AT DAZEY, IN SECTION 19, R 59 W, T 143 N, NEAR MILEPOST 18,
 SM0392'NEAR A ROAD CROSSING, 31 FEET EAST OF THE EAST RAIL, 33 FEET SOUTHEAST
 SM0392'OF MILEPOST 18, 115 FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 8
 SM0392'1/2 FEET NORTH OF A TELEPHONE POLE, 124 FEET WEST OF THE CENTER LINE
 SM0392'OF A ROAD WHICH PARALLELS THE TRACK, 1 1/2 FEET SOUTH OF A STEEL
 SM0392'WITNESS POST, ABOUT LEVEL WITH THE TRACK BED, SET IN THE TOP OF A
 SM0392'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0060 ***********************************************************************
 SM0060  DESIGNATION -  F 54
 SM0060  PID         -  SM0060
 SM0060  STATE/COUNTY-  ND/NELSON
 SM0060  USGS QUAD   -  KLOTEN (1967)
 SM0060
 SM0060                         *CURRENT SURVEY CONTROL
 SM0060  ___________________________________________________________________
 SM0060* NAD 83(1986)-  47 42 50.     (N)    098 04 17.     (W)     SCALED    
 SM0060* NAVD 88     -       461.275  (meters)    1513.37   (feet)  ADJUSTED  
 SM0060  ___________________________________________________________________
 SM0060  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 SM0060  DYNAMIC HT  -         461.342 (meters)    1513.59  (feet)  COMP
 SM0060  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 SM0060
 SM0060  VERT ORDER  -  SECOND    CLASS 0
 SM0060
 SM0060.The horizontal coordinates were scaled from a topographic map and have
 SM0060.an estimated accuracy of +/- 6 seconds.
 SM0060
 SM0060.The orthometric height was determined by differential leveling
 SM0060.and adjusted by the National Geodetic Survey in June 1991..
 SM0060
 SM0060.The geoid height was determined by GEOID03.
 SM0060
 SM0060.The dynamic height is computed by dividing the NAVD 88
 SM0060.geopotential number by the normal gravity value computed on the
 SM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0060.degrees latitude (g = 980.6199 gals.).
 SM0060
 SM0060.The modeled gravity was interpolated from observed gravity values.
 SM0060
 SM0060;                    North         East    Units  Estimated Accuracy
 SM0060;SPC ND N     -    82,240.      782,200.      MT  (+/- 180 meters Scaled)
 SM0060
 SM0060                          SUPERSEDED SURVEY CONTROL
 SM0060
 SM0060  NGVD 29 (??/??/92)  460.904  (m)         1512.15   (f) ADJ UNCH    2 0
 SM0060
 SM0060.Superseded values are not recommended for survey control.
 SM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0060.See file dsdata.txt to determine how the superseded data were derived.
 SM0060
 SM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT696849(NAD 83)
 SM0060_MARKER: DB = BENCH MARK DISK
 SM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0060_STAMPING: F 54 1934
 SM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0060+STABILITY: SURFACE MOTION
 SM0060
 SM0060  HISTORY     - Date     Condition        Report By
 SM0060  HISTORY     - 1934     MONUMENTED       CGS
 SM0060  HISTORY     - 1963     GOOD             NGS
 SM0060
 SM0060                          STATION DESCRIPTION
 SM0060
 SM0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0060'0.15 MI E FROM KLOTEN.
 SM0060'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0060'AT KLOTEN, IN SECTION 22, T 149 N, R 58 W, 8 POLES EAST OF MILEPOST
 SM0060'72, 56 1/2 FEET NORTH OF THE NORTH RAIL, 9 FEET WEST OF THE 4TH
 SM0060'TELEPHONE POLE EAST OF STATION, NORTH OF AND ACROSS THE TRACK FROM THE
 SM0060'MOST WESTERLY OF 4 OIL TANKS, ABOUT MIDWAY BETWEEN 2 GRAIN ELEVATORS,
 SM0060'0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 SM0060'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0339 ***********************************************************************
 TE0339  DESIGNATION -  F 55
 TE0339  PID         -  TE0339
 TE0339  STATE/COUNTY-  ND/NELSON
 TE0339  USGS QUAD   -  BROCKET (1971)
 TE0339
 TE0339                         *CURRENT SURVEY CONTROL
 TE0339  ___________________________________________________________________
 TE0339* NAD 83(1986)-  48 09 06.     (N)    098 21 25.     (W)     SCALED    
 TE0339* NAVD 88     -       462.213  (meters)    1516.44   (feet)  ADJUSTED  
 TE0339  ___________________________________________________________________
 TE0339  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 TE0339  DYNAMIC HT  -         462.293 (meters)    1516.71  (feet)  COMP
 TE0339  MODELED GRAV-     980,769.3   (mgal)                       NAVD 88
 TE0339
 TE0339  VERT ORDER  -  SECOND    CLASS 0
 TE0339
 TE0339.The horizontal coordinates were scaled from a topographic map and have
 TE0339.an estimated accuracy of +/- 6 seconds.
 TE0339
 TE0339.The orthometric height was determined by differential leveling
 TE0339.and adjusted by the National Geodetic Survey in June 1991..
 TE0339
 TE0339.The geoid height was determined by GEOID03.
 TE0339
 TE0339.The dynamic height is computed by dividing the NAVD 88
 TE0339.geopotential number by the normal gravity value computed on the
 TE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0339.degrees latitude (g = 980.6199 gals.).
 TE0339
 TE0339.The modeled gravity was interpolated from observed gravity values.
 TE0339
 TE0339;                    North         East    Units  Estimated Accuracy
 TE0339;SPC ND N     -   130,260.      759,430.      MT  (+/- 180 meters Scaled)
 TE0339
 TE0339                          SUPERSEDED SURVEY CONTROL
 TE0339
 TE0339  NGVD 29 (??/??/92)  461.835  (m)         1515.20   (f) ADJ UNCH    2 0
 TE0339
 TE0339.Superseded values are not recommended for survey control.
 TE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0339.See file dsdata.txt to determine how the superseded data were derived.
 TE0339
 TE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478333(NAD 83)
 TE0339_MARKER: DB = BENCH MARK DISK
 TE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0339_STAMPING: F 55 1934
 TE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0339+STABILITY: SURFACE MOTION
 TE0339
 TE0339  HISTORY     - Date     Condition        Report By
 TE0339  HISTORY     - 1934     MONUMENTED       CGS
 TE0339  HISTORY     - 1963     GOOD             NGS
 TE0339
 TE0339                          STATION DESCRIPTION
 TE0339
 TE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0339'7.8 MI N FROM LAKOTA.
 TE0339'7.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0339'JUNCTION AT LAKOTA, OR 4.7 MILES SOUTH ALONG THE GREAT NORTHERN
 TE0339'RAILWAY FROM THE STATION AT BROCKET, IN S 15, R 60 W, T 154 N, ABOUT
 TE0339'0.2 MILE SOUTH OF MILEPOST 8, BETWEEN THE TRACK AND A GRAVELED ROAD
 TE0339'THAT PARALLELS THE TRACK ON THE WEST SIDE, 59.5 FEET NORTHEAST OF THE
 TE0339'CENTER OF THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD, 59 FEET
 TE0339'NORTHWEST OF THE CENTER OF THE EAST-WEST ROAD CROSSING, 38.9 FEET WEST
 TE0339'OF THE WEST RAIL, 42.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TE0339'LEADING EAST, 41.5 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 TE0339'NORTH, 11.5 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET SOUTH OF A METAL
 TE0339'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 TE0339'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE EAST EDGE OF THE TOP OF
 TE0339'THE CONCRETE POST IS BROKEN BUT THE MARK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0943 ***********************************************************************
 TE0943  DESIGNATION -  F 56
 TE0943  PID         -  TE0943
 TE0943  STATE/COUNTY-  ND/CAVALIER
 TE0943  USGS QUAD   -  MUNICH SE (1971)
 TE0943
 TE0943                         *CURRENT SURVEY CONTROL
 TE0943  ___________________________________________________________________
 TE0943* NAD 83(1986)-  48 36 57.     (N)    098 45 23.     (W)     SCALED    
 TE0943* NAVD 88     -       483.045  (meters)    1584.79   (feet)  ADJUSTED  
 TE0943  ___________________________________________________________________
 TE0943  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 TE0943  DYNAMIC HT  -         483.146 (meters)    1585.12  (feet)  COMP
 TE0943  MODELED GRAV-     980,803.7   (mgal)                       NAVD 88
 TE0943
 TE0943  VERT ORDER  -  SECOND    CLASS 0
 TE0943
 TE0943.The horizontal coordinates were scaled from a topographic map and have
 TE0943.an estimated accuracy of +/- 6 seconds.
 TE0943
 TE0943.The orthometric height was determined by differential leveling
 TE0943.and adjusted by the National Geodetic Survey in June 1991..
 TE0943.WARNING-Repeat measurements at this control monument indicate possible
 TE0943.vertical movement.
 TE0943
 TE0943.The geoid height was determined by GEOID03.
 TE0943
 TE0943.The dynamic height is computed by dividing the NAVD 88
 TE0943.geopotential number by the normal gravity value computed on the
 TE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0943.degrees latitude (g = 980.6199 gals.).
 TE0943
 TE0943.The modeled gravity was interpolated from observed gravity values.
 TE0943
 TE0943;                    North         East    Units  Estimated Accuracy
 TE0943;SPC ND N     -   181,110.      728,550.      MT  (+/- 180 meters Scaled)
 TE0943
 TE0943                          SUPERSEDED SURVEY CONTROL
 TE0943
 TE0943  NGVD 29 (??/??/92)  482.648  (m)         1583.49   (f) ADJ UNCH    2 0
 TE0943
 TE0943.Superseded values are not recommended for survey control.
 TE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0943.See file dsdata.txt to determine how the superseded data were derived.
 TE0943
 TE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU179847(NAD 83)
 TE0943_MARKER: DB = BENCH MARK DISK
 TE0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0943_STAMPING: F 56 1934
 TE0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0943+STABILITY: SURFACE MOTION
 TE0943
 TE0943  HISTORY     - Date     Condition        Report By
 TE0943  HISTORY     - 1934     MONUMENTED       CGS
 TE0943  HISTORY     - 1963     GOOD             NGS
 TE0943
 TE0943                          STATION DESCRIPTION
 TE0943
 TE0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0943'5.3 MI SE FROM MUNICH.
 TE0943'ABOUT 5.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0943'STATION AT MUNICH, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 47, 134 FEET
 TE0943'SOUTHEAST OF THE CENTER OF A DIRT ROAD CROSSING, 69 FEET SOUTH OF THE
 TE0943'CENTERLINE OF THE ROAD, 38.6 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TE0943'11.0 FEET SOUTH OF A TELEPHONE POLE, 8.0 FEET SOUTHWEST OF A FENCE,
 TE0943'1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0943'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.1 FOOT
 TE0943'UNDERGROUND, IN S 11, R 63 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0465 ***********************************************************************
 SL0465  DESIGNATION -  F 57
 SL0465  PID         -  SL0465
 SL0465  STATE/COUNTY-  ND/GRAND FORKS
 SL0465  USGS QUAD   -  GRAND FORKS (1994)
 SL0465
 SL0465                         *CURRENT SURVEY CONTROL
 SL0465  ___________________________________________________________________
 SL0465* NAD 83(1986)-  47 55 12.     (N)    097 05 13.     (W)     SCALED    
 SL0465* NAVD 88     -       254.451  (meters)     834.81   (feet)  ADJUSTED  
 SL0465  ___________________________________________________________________
 SL0465  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL0465  DYNAMIC HT  -         254.499 (meters)     834.97  (feet)  COMP
 SL0465  MODELED GRAV-     980,792.4   (mgal)                       NAVD 88
 SL0465
 SL0465  VERT ORDER  -  FIRST     CLASS II
 SL0465
 SL0465.The horizontal coordinates were scaled from a topographic map and have
 SL0465.an estimated accuracy of +/- 6 seconds.
 SL0465
 SL0465.The orthometric height was determined by differential leveling
 SL0465.and adjusted by the National Geodetic Survey in June 1991..
 SL0465.WARNING-Repeat measurements at this control monument indicate possible
 SL0465.vertical movement.
 SL0465
 SL0465.The geoid height was determined by GEOID03.
 SL0465
 SL0465.The dynamic height is computed by dividing the NAVD 88
 SL0465.geopotential number by the normal gravity value computed on the
 SL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0465.degrees latitude (g = 980.6199 gals.).
 SL0465
 SL0465.The modeled gravity was interpolated from observed gravity values.
 SL0465
 SL0465;                    North         East    Units  Estimated Accuracy
 SL0465;SPC ND N     -   107,940.      855,000.      MT  (+/- 180 meters Scaled)
 SL0465
 SL0465                          SUPERSEDED SURVEY CONTROL
 SL0465
 SL0465  NGVD 29 (??/??/92)  254.112  (m)          833.70   (f) ADJ UNCH    1 2
 SL0465
 SL0465.Superseded values are not recommended for survey control.
 SL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0465.See file dsdata.txt to determine how the superseded data were derived.
 SL0465
 SL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU429091(NAD 83)
 SL0465_MARKER: DB = BENCH MARK DISK
 SL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0465_STAMPING: F 57 1934
 SL0465_MARK LOGO: CGS   
 SL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0465+STABILITY: SURFACE MOTION
 SL0465
 SL0465  HISTORY     - Date     Condition        Report By
 SL0465  HISTORY     - 1934     MONUMENTED       CGS
 SL0465  HISTORY     - 1963     GOOD             NGS
 SL0465  HISTORY     - 1982     GOOD             NGS
 SL0465
 SL0465                          STATION DESCRIPTION
 SL0465
 SL0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0465'2.8 MI W FROM GRAND FORKS.
 SL0465'ABOUT 2.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0465'AT GRAND FORKS, THENCE 0.2 MILE NORTH ACROSS GRASSLAND, IN S 5, R 50
 SL0465'W, T 151 N, ABOUT 78 YARDS SOUTH OF THE NORTH END OF A Y-TRACK, 50.5
 SL0465'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE WEST TRACK, 49.0 FEET
 SL0465'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST TRACK, 1.5 FEET WEST OF A
 SL0465'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND
 SL0465'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SL0465
 SL0465                          STATION RECOVERY (1982)
 SL0465
 SL0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0366 ***********************************************************************
 TD0366  DESIGNATION -  F 58
 TD0366  PID         -  TD0366
 TD0366  STATE/COUNTY-  ND/WALSH
 TD0366  USGS QUAD   -  GRAFTON (1960)
 TD0366
 TD0366                         *CURRENT SURVEY CONTROL
 TD0366  ___________________________________________________________________
 TD0366* NAD 83(1986)-  48 25 09.     (N)    097 24 24.     (W)     SCALED    
 TD0366* NAVD 88     -       252.090  (meters)     827.07   (feet)  ADJUSTED  
 TD0366  ___________________________________________________________________
 TD0366  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 TD0366  DYNAMIC HT  -         252.151 (meters)     827.27  (feet)  COMP
 TD0366  MODELED GRAV-     980,842.7   (mgal)                       NAVD 88
 TD0366
 TD0366  VERT ORDER  -  SECOND    CLASS 0
 TD0366
 TD0366.The horizontal coordinates were scaled from a topographic map and have
 TD0366.an estimated accuracy of +/- 6 seconds.
 TD0366
 TD0366.The orthometric height was determined by differential leveling
 TD0366.and adjusted by the National Geodetic Survey in June 1991..
 TD0366
 TD0366.The geoid height was determined by GEOID03.
 TD0366
 TD0366.The dynamic height is computed by dividing the NAVD 88
 TD0366.geopotential number by the normal gravity value computed on the
 TD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0366.degrees latitude (g = 980.6199 gals.).
 TD0366
 TD0366.The modeled gravity was interpolated from observed gravity values.
 TD0366
 TD0366;                    North         East    Units  Estimated Accuracy
 TD0366;SPC ND N     -   162,390.      828,890.      MT  (+/- 180 meters Scaled)
 TD0366
 TD0366                          SUPERSEDED SURVEY CONTROL
 TD0366
 TD0366  NGVD 29 (??/??/92)  251.754  (m)          825.96   (f) ADJ UNCH    2 0
 TD0366
 TD0366.Superseded values are not recommended for survey control.
 TD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0366.See file dsdata.txt to determine how the superseded data were derived.
 TD0366
 TD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU178641(NAD 83)
 TD0366_MARKER: DB = BENCH MARK DISK
 TD0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0366_STAMPING: F 58 1934
 TD0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0366+STABILITY: SURFACE MOTION
 TD0366
 TD0366  HISTORY     - Date     Condition        Report By
 TD0366  HISTORY     - 1934     MONUMENTED       CGS
 TD0366  HISTORY     - 1934     GOOD             NGS
 TD0366  HISTORY     - 1980     GOOD             LOCSUR
 TD0366
 TD0366                          STATION DESCRIPTION
 TD0366
 TD0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0366'IN GRAFTON.
 TD0366'16 YARDS NORTHEAST OF NORTHEAST CORNER OF THE NORTHERN PACIFIC RWY.
 TD0366'STATION.  143.2 FEET EAST OF EAST RAIL OF MAINLINE TRACK ON N.P.R.
 TD0366'33.2 FEET EAST OF CURBLINE OF STEPHEN AVE.  10 FEET SOUTH OF CURBLINE
 TD0366'OF EAST FIFTH ST.  3.6 FEET NORTH OF NORTH EDGE OF SIDEWALK ALONG EAST
 TD0366'FIFTH STREET.  STANDARD U.S. COAST AND GEODETIC SURVEY TABLET SET IN
 TD0366'TOP OF CONCRETE POST 1 IN. HIGH.
 TD0366
 TD0366                          STATION RECOVERY (1980)
 TD0366
 TD0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0960 ***********************************************************************
 TG0960  DESIGNATION -  F 6
 TG0960  PID         -  TG0960
 TG0960  STATE/COUNTY-  ND/BURKE
 TG0960  USGS QUAD   -  PORTAL (1949)
 TG0960
 TG0960                         *CURRENT SURVEY CONTROL
 TG0960  ___________________________________________________________________
 TG0960* NAD 83(1986)-  48 59 48.     (N)    102 32 46.     (W)     SCALED    
 TG0960* NAVD 88     -       596.088  (meters)    1955.67   (feet)  ADJUSTED  
 TG0960  ___________________________________________________________________
 TG0960  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 TG0960  DYNAMIC HT  -         596.227 (meters)    1956.12  (feet)  COMP
 TG0960  MODELED GRAV-     980,822.2   (mgal)                       NAVD 88
 TG0960
 TG0960  VERT ORDER  -  FIRST     CLASS II
 TG0960
 TG0960.The horizontal coordinates were scaled from a topographic map and have
 TG0960.an estimated accuracy of +/- 6 seconds.
 TG0960
 TG0960.The orthometric height was determined by differential leveling
 TG0960.and adjusted by the National Geodetic Survey in June 1991..
 TG0960
 TG0960.The geoid height was determined by GEOID03.
 TG0960
 TG0960.The dynamic height is computed by dividing the NAVD 88
 TG0960.geopotential number by the normal gravity value computed on the
 TG0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0960.degrees latitude (g = 980.6199 gals.).
 TG0960
 TG0960.The modeled gravity was interpolated from observed gravity values.
 TG0960
 TG0960;                    North         East    Units  Estimated Accuracy
 TG0960;SPC ND N     -   224,000.      450,280.      MT  (+/- 180 meters Scaled)
 TG0960
 TG0960                          SUPERSEDED SURVEY CONTROL
 TG0960
 TG0960  NGVD 29 (??/??/92)  595.680  (m)         1954.33   (f) ADJ UNCH    1 2
 TG0960
 TG0960.Superseded values are not recommended for survey control.
 TG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0960.See file dsdata.txt to determine how the superseded data were derived.
 TG0960
 TG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ794299(NAD 83)
 TG0960_MARKER: DB = BENCH MARK DISK
 TG0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0960_STAMPING: F6 ELEV. 1953 428 FT.
 TG0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0960+STABILITY: SURFACE MOTION
 TG0960
 TG0960  HISTORY     - Date     Condition        Report By
 TG0960  HISTORY     - UNK      MONUMENTED       CGS
 TG0960  HISTORY     - 1963     GOOD             NGS
 TG0960
 TG0960                          STATION DESCRIPTION
 TG0960
 TG0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0960'IN PORTAL.
 TG0960'AT PORTAL AT THE SOO LINE RAILROAD STATION, IN SECTION 25, T 164 N, R
 TG0960'92 W, 246 FEET SOUTHEAST OF THE EAST CORNER OF THE RAILROAD STATION,
 TG0960'37 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 8 FEET
 TG0960'SOUTHWEST OF A TELEPHONE POLE, 45 FEET EAST OF THE NORTH CORNER OF A
 TG0960'LOADING DOCK RAMP, 22 FEET SOUTHWEST OF A SWITCH STAND, ABOUT LEVEL
 TG0960'WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TG0960'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1350 ***********************************************************************
 SN1350  DESIGNATION -  F 6 B 1
 SN1350  PID         -  SN1350
 SN1350  STATE/COUNTY-  ND/WARD
 SN1350  USGS QUAD   -  ROSEGLEN (1980)
 SN1350
 SN1350                         *CURRENT SURVEY CONTROL
 SN1350  ___________________________________________________________________
 SN1350* NAD 83(1986)-  47 51 39.     (N)    101 45 26.     (W)     SCALED    
 SN1350* NAVD 88     -       656.437  (meters)    2153.66   (feet)  ADJUSTED  
 SN1350  ___________________________________________________________________
 SN1350  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 SN1350  DYNAMIC HT  -         656.516 (meters)    2153.92  (feet)  COMP
 SN1350  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 SN1350
 SN1350  VERT ORDER  -  SECOND    CLASS 0
 SN1350
 SN1350.The horizontal coordinates were scaled from a topographic map and have
 SN1350.an estimated accuracy of +/- 6 seconds.
 SN1350
 SN1350.The orthometric height was determined by differential leveling
 SN1350.and adjusted by the National Geodetic Survey in June 1991..
 SN1350
 SN1350.The geoid height was determined by GEOID03.
 SN1350
 SN1350.The dynamic height is computed by dividing the NAVD 88
 SN1350.geopotential number by the normal gravity value computed on the
 SN1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1350.degrees latitude (g = 980.6199 gals.).
 SN1350
 SN1350.The modeled gravity was interpolated from observed gravity values.
 SN1350
 SN1350;                    North         East    Units  Estimated Accuracy
 SN1350;SPC ND N     -    96,480.      505,940.      MT  (+/- 180 meters Scaled)
 SN1350
 SN1350                          SUPERSEDED SURVEY CONTROL
 SN1350
 SN1350  NGVD 29 (??/??/92)  656.02   (m)         2152.3    (f) COMPUTED    2 0
 SN1350
 SN1350.Superseded values are not recommended for survey control.
 SN1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1350.See file dsdata.txt to determine how the superseded data were derived.
 SN1350
 SN1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU937045(NAD 83)
 SN1350_MARKER: Z = SEE DESCRIPTION
 SN1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1350_SP_SET: CONCRETE PEDESTAL
 SN1350_STAMPING: B1
 SN1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1350
 SN1350  HISTORY     - Date     Condition        Report By
 SN1350  HISTORY     - UNK      MONUMENTED       DOD
 SN1350  HISTORY     - 1962     GOOD             NGS
 SN1350
 SN1350                          STATION DESCRIPTION
 SN1350
 SN1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1350'9.35 MI SE FROM MAKOTI.
 SN1350'0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN1350'STATION AT MAKOTI, THENCE 6.85 MILES SOUTH ALONG A GRAVELED ROAD,
 SN1350'THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 1.35 MILE EAST ALONG A
 SN1350'GRADED ROAD, ACROSS THE ROAD FROM A PRIVATE DRIVEWAY AND 1100 FEET
 SN1350'EAST-NORTHEAST OF SITE NO. F6.  73 FEET SOUTH OF THE CENTERLINE OF
 SN1350'ROAD, 35 FEET SOUTHWEST OF A TELEPHONE POLE, 28 FEET SOUTH OF A FENCE,
 SN1350'A 1 1/2 BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1346 ***********************************************************************
 SN1346  DESIGNATION -  F 6 B 2
 SN1346  PID         -  SN1346
 SN1346  STATE/COUNTY-  ND/WARD
 SN1346  USGS QUAD   -  ROSEGLEN (1980)
 SN1346
 SN1346                         *CURRENT SURVEY CONTROL
 SN1346  ___________________________________________________________________
 SN1346* NAD 83(1986)-  47 51 30.     (N)    101 45 29.     (W)     SCALED    
 SN1346* NAVD 88     -       656.524  (meters)    2153.95   (feet)  ADJUSTED  
 SN1346  ___________________________________________________________________
 SN1346  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 SN1346  DYNAMIC HT  -         656.603 (meters)    2154.20  (feet)  COMP
 SN1346  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 SN1346
 SN1346  VERT ORDER  -  SECOND    CLASS 0
 SN1346
 SN1346.The horizontal coordinates were scaled from a topographic map and have
 SN1346.an estimated accuracy of +/- 6 seconds.
 SN1346
 SN1346.The orthometric height was determined by differential leveling
 SN1346.and adjusted by the National Geodetic Survey in June 1991..
 SN1346
 SN1346.The geoid height was determined by GEOID03.
 SN1346
 SN1346.The dynamic height is computed by dividing the NAVD 88
 SN1346.geopotential number by the normal gravity value computed on the
 SN1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1346.degrees latitude (g = 980.6199 gals.).
 SN1346
 SN1346.The modeled gravity was interpolated from observed gravity values.
 SN1346
 SN1346;                    North         East    Units  Estimated Accuracy
 SN1346;SPC ND N     -    96,200.      505,870.      MT  (+/- 180 meters Scaled)
 SN1346
 SN1346                          SUPERSEDED SURVEY CONTROL
 SN1346
 SN1346  NGVD 29 (??/??/92)  656.11   (m)         2152.6    (f) COMPUTED    2 0
 SN1346
 SN1346.Superseded values are not recommended for survey control.
 SN1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1346.See file dsdata.txt to determine how the superseded data were derived.
 SN1346
 SN1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU937042(NAD 83)
 SN1346_MARKER: Z = SEE DESCRIPTION
 SN1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1346_SP_SET: CONCRETE PEDESTAL
 SN1346_STAMPING: B2
 SN1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1346
 SN1346  HISTORY     - Date     Condition        Report By
 SN1346  HISTORY     - UNK      MONUMENTED       DOD
 SN1346  HISTORY     - 1962     GOOD             NGS
 SN1346
 SN1346                          STATION DESCRIPTION
 SN1346
 SN1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1346'9.6 MI SE FROM MAKOTI.
 SN1346'0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN1346'STATION AT MAKOTI, THENCE 6.85 MILES SOUTH ALONG A GRAVELED ROAD,
 SN1346'THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 0.25 MILE SOUTH ACROSS
 SN1346'PASTURE LAND.  1200 FEET SOUTHEAST OF SITE NO. F6, A 1 1/2 BY 4 FOOT
 SN1346'CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1348 ***********************************************************************
 SN1348  DESIGNATION -  F 6 Z
 SN1348  PID         -  SN1348
 SN1348  STATE/COUNTY-  ND/WARD
 SN1348  USGS QUAD   -  ROSEGLEN (1980)
 SN1348
 SN1348                         *CURRENT SURVEY CONTROL
 SN1348  ___________________________________________________________________
 SN1348* NAD 83(1986)-  47 51 30.     (N)    101 45 52.     (W)     SCALED    
 SN1348* NAVD 88     -       663.308  (meters)    2176.20   (feet)  ADJUSTED  
 SN1348  ___________________________________________________________________
 SN1348  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 SN1348  DYNAMIC HT  -         663.388 (meters)    2176.47  (feet)  COMP
 SN1348  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 SN1348
 SN1348  VERT ORDER  -  SECOND    CLASS 0
 SN1348
 SN1348.The horizontal coordinates were scaled from a topographic map and have
 SN1348.an estimated accuracy of +/- 6 seconds.
 SN1348
 SN1348.The orthometric height was determined by differential leveling
 SN1348.and adjusted by the National Geodetic Survey in June 1991..
 SN1348
 SN1348.The geoid height was determined by GEOID03.
 SN1348
 SN1348.The dynamic height is computed by dividing the NAVD 88
 SN1348.geopotential number by the normal gravity value computed on the
 SN1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1348.degrees latitude (g = 980.6199 gals.).
 SN1348
 SN1348.The modeled gravity was interpolated from observed gravity values.
 SN1348
 SN1348;                    North         East    Units  Estimated Accuracy
 SN1348;SPC ND N     -    96,210.      505,390.      MT  (+/- 180 meters Scaled)
 SN1348
 SN1348                          SUPERSEDED SURVEY CONTROL
 SN1348
 SN1348  NGVD 29 (??/??/92)  662.89   (m)         2174.8    (f) COMPUTED    2 0
 SN1348
 SN1348.Superseded values are not recommended for survey control.
 SN1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1348.See file dsdata.txt to determine how the superseded data were derived.
 SN1348
 SN1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU932042(NAD 83)
 SN1348_MARKER: DS = TRIANGULATION STATION DISK
 SN1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1348_STAMPING: F6Z 1962
 SN1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1348+STABILITY: SURFACE MOTION
 SN1348
 SN1348  HISTORY     - Date     Condition        Report By
 SN1348  HISTORY     - 1962     MONUMENTED       CGS
 SN1348
 SN1348                          STATION DESCRIPTION
 SN1348
 SN1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1348'9.3 MI SE FROM MAKOTI.
 SN1348'0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN1348'STATION AT MAKOTI, THENCE 6.85 MILES SOUTH ALONG A GRAVELED ROAD,
 SN1348'THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 1.0 MILE EAST ALONG A
 SN1348'GRADED ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK ROAD.  AT THE CREST
 SN1348'OF A SMALL HILL, 37 FEET EAST OF THE CENTERLINE OF ROAD, 37 FEET SOUTH
 SN1348'OF RM 2, 32 FEET NORTH OF RM 1, 5.0 FEET EAST OF FENCE, 7.0 FEET
 SN1348'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD.  SET IN THE
 SN1348'TOP OF A CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1349 ***********************************************************************
 SN1349  DESIGNATION -  F 6 Z RM 1
 SN1349  PID         -  SN1349
 SN1349  STATE/COUNTY-  ND/WARD
 SN1349  USGS QUAD   -  ROSEGLEN (1980)
 SN1349
 SN1349                         *CURRENT SURVEY CONTROL
 SN1349  ___________________________________________________________________
 SN1349* NAD 83(1986)-  47 51 29.     (N)    101 45 51.     (W)     SCALED    
 SN1349* NAVD 88     -       663.398  (meters)    2176.50   (feet)  ADJUSTED  
 SN1349  ___________________________________________________________________
 SN1349  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 SN1349  DYNAMIC HT  -         663.478 (meters)    2176.76  (feet)  COMP
 SN1349  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 SN1349
 SN1349  VERT ORDER  -  SECOND    CLASS 0
 SN1349
 SN1349.The horizontal coordinates were scaled from a topographic map and have
 SN1349.an estimated accuracy of +/- 6 seconds.
 SN1349
 SN1349.The orthometric height was determined by differential leveling
 SN1349.and adjusted by the National Geodetic Survey in June 1991..
 SN1349
 SN1349.The geoid height was determined by GEOID03.
 SN1349
 SN1349.The dynamic height is computed by dividing the NAVD 88
 SN1349.geopotential number by the normal gravity value computed on the
 SN1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1349.degrees latitude (g = 980.6199 gals.).
 SN1349
 SN1349.The modeled gravity was interpolated from observed gravity values.
 SN1349
 SN1349;                    North         East    Units  Estimated Accuracy
 SN1349;SPC ND N     -    96,180.      505,410.      MT  (+/- 180 meters Scaled)
 SN1349
 SN1349                          SUPERSEDED SURVEY CONTROL
 SN1349
 SN1349  NGVD 29 (??/??/92)  662.98   (m)         2175.1    (f) COMPUTED    2 0
 SN1349
 SN1349.Superseded values are not recommended for survey control.
 SN1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1349.See file dsdata.txt to determine how the superseded data were derived.
 SN1349
 SN1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU932042(NAD 83)
 SN1349_MARKER: DR = REFERENCE MARK DISK
 SN1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1349_STAMPING: F6Z NO 1 1962
 SN1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1349+STABILITY: SURFACE MOTION
 SN1349
 SN1349  HISTORY     - Date     Condition        Report By
 SN1349  HISTORY     - 1962     MONUMENTED       CGS
 SN1349
 SN1349                          STATION DESCRIPTION
 SN1349
 SN1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1349'9.3 MI SE FROM MAKOTI.
 SN1349'0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN1349'STATION AT MAKOTI, THENCE 6.85 MILES SOUTH ALONG A GRAVELED ROAD,
 SN1349'THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 1.0 MILE EAST ALONG A
 SN1349'GRADED ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK ROAD.  AT THE CREST
 SN1349'OF A SMALL HILL, 32 FEET SOUTH OF TRIANGULATION STATION F6Z, 69 FEET
 SN1349'SOUTH OF F6Z RM 2 AND 1 FOOT EAST OF A FENCE.  SET IN THE TOP OF A
 SN1349'CONCRETE POST PROJECTING 0.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1347 ***********************************************************************
 SN1347  DESIGNATION -  F 6 Z RM 2
 SN1347  PID         -  SN1347
 SN1347  STATE/COUNTY-  ND/WARD
 SN1347  USGS QUAD   -  ROSEGLEN (1980)
 SN1347
 SN1347                         *CURRENT SURVEY CONTROL
 SN1347  ___________________________________________________________________
 SN1347* NAD 83(1986)-  47 51 30.     (N)    101 45 50.     (W)     SCALED    
 SN1347* NAVD 88     -       663.197  (meters)    2175.84   (feet)  ADJUSTED  
 SN1347  ___________________________________________________________________
 SN1347  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 SN1347  DYNAMIC HT  -         663.277 (meters)    2176.10  (feet)  COMP
 SN1347  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 SN1347
 SN1347  VERT ORDER  -  SECOND    CLASS 0
 SN1347
 SN1347.The horizontal coordinates were scaled from a topographic map and have
 SN1347.an estimated accuracy of +/- 6 seconds.
 SN1347
 SN1347.The orthometric height was determined by differential leveling
 SN1347.and adjusted by the National Geodetic Survey in June 1991..
 SN1347
 SN1347.The geoid height was determined by GEOID03.
 SN1347
 SN1347.The dynamic height is computed by dividing the NAVD 88
 SN1347.geopotential number by the normal gravity value computed on the
 SN1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1347.degrees latitude (g = 980.6199 gals.).
 SN1347
 SN1347.The modeled gravity was interpolated from observed gravity values.
 SN1347
 SN1347;                    North         East    Units  Estimated Accuracy
 SN1347;SPC ND N     -    96,210.      505,430.      MT  (+/- 180 meters Scaled)
 SN1347
 SN1347                          SUPERSEDED SURVEY CONTROL
 SN1347
 SN1347  NGVD 29 (??/??/92)  662.78   (m)         2174.5    (f) COMPUTED    2 0
 SN1347
 SN1347.Superseded values are not recommended for survey control.
 SN1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1347.See file dsdata.txt to determine how the superseded data were derived.
 SN1347
 SN1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU932042(NAD 83)
 SN1347_MARKER: DR = REFERENCE MARK DISK
 SN1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1347_STAMPING: F6Z NO 2 1962
 SN1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1347+STABILITY: SURFACE MOTION
 SN1347
 SN1347  HISTORY     - Date     Condition        Report By
 SN1347  HISTORY     - 1962     MONUMENTED       CGS
 SN1347
 SN1347                          STATION DESCRIPTION
 SN1347
 SN1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1347'9.3 MI SE FROM MAKOTI.
 SN1347'0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN1347'STATION AT MAKOTI, THENCE 6.85 MILES SOUTH ALONG A GRAVELED ROAD,
 SN1347'THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 1.0 MILE EAST ALONG A
 SN1347'GRADED ROAD, THENCE 0.3 MILE SOUTH ALONG A TRACK ROAD.  AT THE CREST
 SN1347'OF A SMALL HILL, 69 FEET NORTH OF F6Z RM 1, 37 FEET NORTH OF
 SN1347'TRIANGULATION STATION F6Z AND 1 FOOT EAST OF A FENCE.  SET IN THE TOP
 SN1347'OF A CONCRETE POST PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0914 ***********************************************************************
 TE0914  DESIGNATION -  F 61
 TE0914  PID         -  TE0914
 TE0914  STATE/COUNTY-  ND/TOWNER
 TE0914  USGS QUAD   -  CALIO (1971)
 TE0914
 TE0914                         *CURRENT SURVEY CONTROL
 TE0914  ___________________________________________________________________
 TE0914* NAD 83(1986)-  48 37 50.     (N)    098 58 13.     (W)     SCALED    
 TE0914* NAVD 88     -       472.787  (meters)    1551.14   (feet)  ADJUSTED  
 TE0914  ___________________________________________________________________
 TE0914  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 TE0914  DYNAMIC HT  -         472.888 (meters)    1551.47  (feet)  COMP
 TE0914  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 TE0914
 TE0914  VERT ORDER  -  SECOND    CLASS 0
 TE0914
 TE0914.The horizontal coordinates were scaled from a topographic map and have
 TE0914.an estimated accuracy of +/- 6 seconds.
 TE0914
 TE0914.The orthometric height was determined by differential leveling
 TE0914.and adjusted by the National Geodetic Survey in June 1991..
 TE0914
 TE0914.The geoid height was determined by GEOID03.
 TE0914
 TE0914.The dynamic height is computed by dividing the NAVD 88
 TE0914.geopotential number by the normal gravity value computed on the
 TE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0914.degrees latitude (g = 980.6199 gals.).
 TE0914
 TE0914.The modeled gravity was interpolated from observed gravity values.
 TE0914
 TE0914;                    North         East    Units  Estimated Accuracy
 TE0914;SPC ND N     -   182,410.      712,750.      MT  (+/- 180 meters Scaled)
 TE0914
 TE0914                          SUPERSEDED SURVEY CONTROL
 TE0914
 TE0914  NGVD 29 (??/??/92)  472.415  (m)         1549.91   (f) ADJ UNCH    2 0
 TE0914
 TE0914.Superseded values are not recommended for survey control.
 TE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0914.See file dsdata.txt to determine how the superseded data were derived.
 TE0914
 TE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU021863(NAD 83)
 TE0914_MARKER: DB = BENCH MARK DISK
 TE0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0914_STAMPING: F 61 1934
 TE0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0914+STABILITY: SURFACE MOTION
 TE0914
 TE0914  HISTORY     - Date     Condition        Report By
 TE0914  HISTORY     - 1934     MONUMENTED       CGS
 TE0914  HISTORY     - 1971     MARK NOT FOUND   USGS
 TE0914
 TE0914                          STATION DESCRIPTION
 TE0914
 TE0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0914'1.7 MI W FROM CALIO.
 TE0914'IN TOWNER COUNTY, 1.7 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 TE0914'STATION AT CALIO, CAVALIER COUNTY, AT A COUNTY-ROAD CROSSING, 31 FEET
 TE0914'WEST OF THE CENTERLINE OF THE ROAD, 102 FEET SOUTH OF THE CENTERLINE
 TE0914'OF STATE HIGHWAY 29, AND 17.6 FEET NORTH OF THE NORTH RAIL.  A
 TE0914'STANDARD DISK, STAMPED F 61 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0914'PROJECTING 3 INCHES ABOVE GROUND.
 TE0914
 TE0914                          STATION RECOVERY (1971)
 TE0914
 TE0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TE0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1473 ***********************************************************************
 TE1473  DESIGNATION -  F 62
 TE1473  PID         -  TE1473
 TE1473  STATE/COUNTY-  ND/ROLETTE
 TE1473  USGS QUAD   -  ROLETTE (1971)
 TE1473
 TE1473                         *CURRENT SURVEY CONTROL
 TE1473  ___________________________________________________________________
 TE1473* NAD 83(1986)-  48 39 37.     (N)    099 51 46.     (W)     SCALED    
 TE1473* NAVD 88     -       491.856  (meters)    1613.70   (feet)  ADJUSTED  
 TE1473  ___________________________________________________________________
 TE1473  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 TE1473  DYNAMIC HT  -         491.971 (meters)    1614.07  (feet)  COMP
 TE1473  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 TE1473
 TE1473  VERT ORDER  -  SECOND    CLASS 0
 TE1473
 TE1473.The horizontal coordinates were scaled from a topographic map and have
 TE1473.an estimated accuracy of +/- 6 seconds.
 TE1473
 TE1473.The orthometric height was determined by differential leveling
 TE1473.and adjusted by the National Geodetic Survey in June 1991..
 TE1473
 TE1473.The geoid height was determined by GEOID03.
 TE1473
 TE1473.The dynamic height is computed by dividing the NAVD 88
 TE1473.geopotential number by the normal gravity value computed on the
 TE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1473.degrees latitude (g = 980.6199 gals.).
 TE1473
 TE1473.The modeled gravity was interpolated from observed gravity values.
 TE1473
 TE1473;                    North         East    Units  Estimated Accuracy
 TE1473;SPC ND N     -   184,790.      646,940.      MT  (+/- 180 meters Scaled)
 TE1473
 TE1473                          SUPERSEDED SURVEY CONTROL
 TE1473
 TE1473  NGVD 29 (??/??/92)  491.483  (m)         1612.47   (f) ADJ UNCH    2 0
 TE1473
 TE1473.Superseded values are not recommended for survey control.
 TE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1473.See file dsdata.txt to determine how the superseded data were derived.
 TE1473
 TE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU364900(NAD 83)
 TE1473_MARKER: DB = BENCH MARK DISK
 TE1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1473_STAMPING: F-62--1934
 TE1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1473+STABILITY: SURFACE MOTION
 TE1473
 TE1473  HISTORY     - Date     Condition        Report By
 TE1473  HISTORY     - 1934     MONUMENTED       CGS
 TE1473  HISTORY     - 1968     GOOD             USGS
 TE1473
 TE1473                          STATION DESCRIPTION
 TE1473
 TE1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1473'0.8 MI W FROM ROLETTE.
 TE1473'0.8 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1473'RAILWAY FROM THE STATION AT ROLETTE, ROLETTE COUNTY, AT A SECTION-LINE
 TE1473'ROAD CROSSING, 69 1/2 FEET NORTHEAST OF THE CENTER OF THE ROAD, 53
 TE1473'FEET EAST OF THE CENTER LINE OF THE ROAD, 45.3 FEET NORTH OF THE NORTH
 TE1473'RAIL, 20.1 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET
 TE1473'SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED F 62 1934 AND SET IN THE
 TE1473'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND. NOTE--
 TE1473'A STEEL POST WITH WITNESS MARKER WAS ERECTED.
 TE1473
 TE1473                          STATION RECOVERY (1968)
 TE1473
 TE1473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0479 ***********************************************************************
 TF0479  DESIGNATION -  F 63
 TF0479  PID         -  TF0479
 TF0479  STATE/COUNTY-  ND/BOTTINEAU
 TF0479  USGS QUAD   -  NEWBURG (1950)
 TF0479
 TF0479                         *CURRENT SURVEY CONTROL
 TF0479  ___________________________________________________________________
 TF0479* NAD 83(1986)-  48 40 08.     (N)    100 56 59.     (W)     SCALED    
 TF0479* NAVD 88     -       451.822  (meters)    1482.35   (feet)  ADJUSTED  
 TF0479  ___________________________________________________________________
 TF0479  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0479  DYNAMIC HT  -         451.919 (meters)    1482.67  (feet)  COMP
 TF0479  MODELED GRAV-     980,809.1   (mgal)                       NAVD 88
 TF0479
 TF0479  VERT ORDER  -  SECOND    CLASS 0
 TF0479
 TF0479.The horizontal coordinates were scaled from a topographic map and have
 TF0479.an estimated accuracy of +/- 6 seconds.
 TF0479
 TF0479.The orthometric height was determined by differential leveling
 TF0479.and adjusted by the National Geodetic Survey in June 1991..
 TF0479
 TF0479.The geoid height was determined by GEOID03.
 TF0479
 TF0479.The dynamic height is computed by dividing the NAVD 88
 TF0479.geopotential number by the normal gravity value computed on the
 TF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0479.degrees latitude (g = 980.6199 gals.).
 TF0479
 TF0479.The modeled gravity was interpolated from observed gravity values.
 TF0479
 TF0479;                    North         East    Units  Estimated Accuracy
 TF0479;SPC ND N     -   185,650.      566,880.      MT  (+/- 180 meters Scaled)
 TF0479
 TF0479                          SUPERSEDED SURVEY CONTROL
 TF0479
 TF0479  NGVD 29 (??/??/92)  451.435  (m)         1481.08   (f) ADJ UNCH    2 0
 TF0479
 TF0479.Superseded values are not recommended for survey control.
 TF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0479.See file dsdata.txt to determine how the superseded data were derived.
 TF0479
 TF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU564924(NAD 83)
 TF0479_MARKER: DB = BENCH MARK DISK
 TF0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0479_STAMPING: F 63 1934
 TF0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0479+STABILITY: SURFACE MOTION
 TF0479
 TF0479  HISTORY     - Date     Condition        Report By
 TF0479  HISTORY     - 1934     MONUMENTED       CGS
 TF0479
 TF0479                          STATION DESCRIPTION
 TF0479
 TF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0479'2.2 MI W FROM RUSSELL.
 TF0479'2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0479'RUSSELL, BOTTINEAU COUNTY, 25 YARDS WEST OF MILEPOST 547, AT
 TF0479'COUNTY-ROAD CROSSING, 108 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TF0479'50.2 FEET SOUTH OF THE SOUTH RAIL, AND 3 FEET EAST OF A POLE.  A
 TF0479'STANDARD DISK, STAMPED F 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0479'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1382 ***********************************************************************
 TF1382  DESIGNATION -  F 64
 TF1382  PID         -  TF1382
 TF1382  STATE/COUNTY-  ND/RENVILLE
 TF1382  USGS QUAD   -  NORMA (1948)
 TF1382
 TF1382                         *CURRENT SURVEY CONTROL
 TF1382  ___________________________________________________________________
 TF1382* NAD 83(1986)-  48 43 38.     (N)    101 54 45.     (W)     SCALED    
 TF1382* NAVD 88     -       565.678  (meters)    1855.90   (feet)  ADJUSTED  
 TF1382  ___________________________________________________________________
 TF1382  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 TF1382  DYNAMIC HT  -         565.792 (meters)    1856.27  (feet)  COMP
 TF1382  MODELED GRAV-     980,793.5   (mgal)                       NAVD 88
 TF1382
 TF1382  VERT ORDER  -  SECOND    CLASS 0
 TF1382
 TF1382.The horizontal coordinates were scaled from a topographic map and have
 TF1382.an estimated accuracy of +/- 6 seconds.
 TF1382
 TF1382.The orthometric height was determined by differential leveling
 TF1382.and adjusted by the National Geodetic Survey in June 1991..
 TF1382
 TF1382.The geoid height was determined by GEOID03.
 TF1382
 TF1382.The dynamic height is computed by dividing the NAVD 88
 TF1382.geopotential number by the normal gravity value computed on the
 TF1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1382.degrees latitude (g = 980.6199 gals.).
 TF1382
 TF1382.The modeled gravity was interpolated from observed gravity values.
 TF1382
 TF1382;                    North         East    Units  Estimated Accuracy
 TF1382;SPC ND N     -   193,000.      496,090.      MT  (+/- 180 meters Scaled)
 TF1382
 TF1382                          SUPERSEDED SURVEY CONTROL
 TF1382
 TF1382  NGVD 29 (??/??/92)  565.283  (m)         1854.60   (f) ADJ UNCH    2 0
 TF1382
 TF1382.Superseded values are not recommended for survey control.
 TF1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1382.See file dsdata.txt to determine how the superseded data were derived.
 TF1382
 TF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV858012(NAD 83)
 TF1382_MARKER: DB = BENCH MARK DISK
 TF1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1382_STAMPING: F 64 1934
 TF1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1382+STABILITY: SURFACE MOTION
 TF1382
 TF1382  HISTORY     - Date     Condition        Report By
 TF1382  HISTORY     - 1934     MONUMENTED       CGS
 TF1382  HISTORY     - 1963     GOOD             NGS
 TF1382
 TF1382                          STATION DESCRIPTION
 TF1382
 TF1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1382'2.75 MI E FROM NORMA.
 TF1382'ABOUT 2.75 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1382'NORMA OR 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1382'AT TOLLEY, IN SECTION 35, T 161 N, R 87 W, AT A ROAD CROSSING, 6 1/2
 TF1382'POLES EAST OF MILE POST 595, 45 FEET SOUTH OF THE SOUTH RAIL, 97 FEET
 TF1382'WEST OF THE CENTER LINE OF THE ROAD, 72 FEET WEST OF A FENCE CORNER, 6
 TF1382'INCHES NORTH OF A FENCE, 1.0 FEET EAST OF A METAL WITNESS POST, ABOUT
 TF1382'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 TF1382'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0206 ***********************************************************************
 SN0206  DESIGNATION -  F 65
 SN0206  PID         -  SN0206
 SN0206  STATE/COUNTY-  ND/MCLEAN
 SN0206  USGS QUAD   -  KIEF (1958)
 SN0206
 SN0206                         *CURRENT SURVEY CONTROL
 SN0206  ___________________________________________________________________
 SN0206* NAD 83(1986)-  47 50 01.     (N)    100 37 06.     (W)     SCALED    
 SN0206* NAVD 88     -       517.891  (meters)    1699.11   (feet)  ADJUSTED  
 SN0206  ___________________________________________________________________
 SN0206  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN0206  DYNAMIC HT  -         517.948 (meters)    1699.30  (feet)  COMP
 SN0206  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 SN0206
 SN0206  VERT ORDER  -  SECOND    CLASS 0
 SN0206
 SN0206.The horizontal coordinates were scaled from a topographic map and have
 SN0206.an estimated accuracy of +/- 6 seconds.
 SN0206
 SN0206.The orthometric height was determined by differential leveling
 SN0206.and adjusted by the National Geodetic Survey in June 1991..
 SN0206
 SN0206.The geoid height was determined by GEOID03.
 SN0206
 SN0206.The dynamic height is computed by dividing the NAVD 88
 SN0206.geopotential number by the normal gravity value computed on the
 SN0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0206.degrees latitude (g = 980.6199 gals.).
 SN0206
 SN0206.The modeled gravity was interpolated from observed gravity values.
 SN0206
 SN0206;                    North         East    Units  Estimated Accuracy
 SN0206;SPC ND N     -    92,690.      591,140.      MT  (+/- 180 meters Scaled)
 SN0206
 SN0206                          SUPERSEDED SURVEY CONTROL
 SN0206
 SN0206  NGVD 29 (??/??/92)  517.486  (m)         1697.79   (f) ADJ UNCH    2 0
 SN0206
 SN0206.Superseded values are not recommended for survey control.
 SN0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0206.See file dsdata.txt to determine how the superseded data were derived.
 SN0206
 SN0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT788990(NAD 83)
 SN0206_MARKER: DB = BENCH MARK DISK
 SN0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0206_STAMPING: F 65 1934
 SN0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0206+STABILITY: SURFACE MOTION
 SN0206
 SN0206  HISTORY     - Date     Condition        Report By
 SN0206  HISTORY     - 1934     MONUMENTED       CGS
 SN0206  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0206
 SN0206                          STATION DESCRIPTION
 SN0206
 SN0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0206'2.1 MI E FROM BUTTE.
 SN0206'2.1 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT BUTTE,
 SN0206'MCLEAN COUNTY, 106 YARDS SOUTH OF MILEPOST 434, 153 FEET NORTHWEST OF
 SN0206'THE CENTER OF THE CROSSING OF STATE HIGHWAY 23, 44 FEET WEST OF THE
 SN0206'WEST RAIL, 68 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET
 SN0206'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 65 1934
 SN0206'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 SN0206'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1211 ***********************************************************************
 TE1211  DESIGNATION -  F 66
 TE1211  PID         -  TE1211
 TE1211  STATE/COUNTY-  ND/TOWNER
 TE1211  USGS QUAD   -  CANDO (1994)
 TE1211
 TE1211                         *CURRENT SURVEY CONTROL
 TE1211  ___________________________________________________________________
 TE1211* NAD 83(1986)-  48 29 35.     (N)    099 12 18.     (W)     SCALED    
 TE1211* NAVD 88     -       453.231  (meters)    1486.98   (feet)  ADJUSTED  
 TE1211  ___________________________________________________________________
 TE1211  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 TE1211  DYNAMIC HT  -         453.324 (meters)    1487.28  (feet)  COMP
 TE1211  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 TE1211
 TE1211  VERT ORDER  -  SECOND    CLASS 0
 TE1211
 TE1211.The horizontal coordinates were scaled from a topographic map and have
 TE1211.an estimated accuracy of +/- 6 seconds.
 TE1211
 TE1211.The orthometric height was determined by differential leveling
 TE1211.and adjusted by the National Geodetic Survey in June 1991..
 TE1211
 TE1211.The geoid height was determined by GEOID03.
 TE1211
 TE1211.The dynamic height is computed by dividing the NAVD 88
 TE1211.geopotential number by the normal gravity value computed on the
 TE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1211.degrees latitude (g = 980.6199 gals.).
 TE1211
 TE1211.The modeled gravity was interpolated from observed gravity values.
 TE1211
 TE1211;                    North         East    Units  Estimated Accuracy
 TE1211;SPC ND N     -   166,810.      695,710.      MT  (+/- 180 meters Scaled)
 TE1211
 TE1211                          SUPERSEDED SURVEY CONTROL
 TE1211
 TE1211  NGVD 29 (??/??/92)  452.880  (m)         1485.82   (f) ADJ UNCH    2 0
 TE1211
 TE1211.Superseded values are not recommended for survey control.
 TE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1211.See file dsdata.txt to determine how the superseded data were derived.
 TE1211
 TE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU848711(NAD 83)
 TE1211_MARKER: DB = BENCH MARK DISK
 TE1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1211_STAMPING: F-66 -- 1934
 TE1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1211+STABILITY: SURFACE MOTION
 TE1211
 TE1211  HISTORY     - Date     Condition        Report By
 TE1211  HISTORY     - 1934     MONUMENTED       CGS
 TE1211  HISTORY     - 1953     GOOD             NGS
 TE1211
 TE1211                          STATION DESCRIPTION
 TE1211
 TE1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1211'IN CANDO.
 TE1211'IN THE SOUTHEAST CORNER OF THE TOWNER COUNTY COURT HOUSE YARD.  116
 TE1211'FT. SOUTHEAST OF THE SOUTHEAST CORNER OF MAIN PART OF COURT HOUSE
 TE1211'BUILDING.  990 FT. WEST OF CENTERLINE OF U. S. HY. 281.  16.3 FT.
 TE1211'NORTH OF NORTH EDGE OF SIDEWALK ALONG STREET JUST SOUTH OF COURT
 TE1211'HOUSE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN. HIGH.
 TE1211
 TE1211                          STATION RECOVERY (1953)
 TE1211
 TE1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 TE1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1460 ***********************************************************************
 TE1460  DESIGNATION -  F 67
 TE1460  PID         -  TE1460
 TE1460  STATE/COUNTY-  ND/ROLETTE
 TE1460  USGS QUAD   -  SAINT JOHN (1969)
 TE1460
 TE1460                         *CURRENT SURVEY CONTROL
 TE1460  ___________________________________________________________________
 TE1460* NAD 83(1986)-  48 59 12.     (N)    099 44 24.     (W)     SCALED    
 TE1460* NAVD 88     -       580.955  (meters)    1906.02   (feet)  ADJUSTED  
 TE1460  ___________________________________________________________________
 TE1460  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 TE1460  DYNAMIC HT  -         581.102 (meters)    1906.50  (feet)  COMP
 TE1460  MODELED GRAV-     980,844.6   (mgal)                       NAVD 88
 TE1460
 TE1460  VERT ORDER  -  SECOND    CLASS 0
 TE1460
 TE1460.The horizontal coordinates were scaled from a topographic map and have
 TE1460.an estimated accuracy of +/- 6 seconds.
 TE1460
 TE1460.The orthometric height was determined by differential leveling
 TE1460.and adjusted by the National Geodetic Survey in June 1991..
 TE1460
 TE1460.The geoid height was determined by GEOID03.
 TE1460
 TE1460.The dynamic height is computed by dividing the NAVD 88
 TE1460.geopotential number by the normal gravity value computed on the
 TE1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1460.degrees latitude (g = 980.6199 gals.).
 TE1460
 TE1460.The modeled gravity was interpolated from observed gravity values.
 TE1460
 TE1460;                    North         East    Units  Estimated Accuracy
 TE1460;SPC ND N     -   221,170.      655,630.      MT  (+/- 180 meters Scaled)
 TE1460
 TE1460                          SUPERSEDED SURVEY CONTROL
 TE1460
 TE1460  NGVD 29 (??/??/92)  580.526  (m)         1904.61   (f) ADJ UNCH    2 0
 TE1460
 TE1460.Superseded values are not recommended for survey control.
 TE1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1460.See file dsdata.txt to determine how the superseded data were derived.
 TE1460
 TE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV458262(NAD 83)
 TE1460_MARKER: DB = BENCH MARK DISK
 TE1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1460_STAMPING: F-67--1934
 TE1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1460+STABILITY: SURFACE MOTION
 TE1460
 TE1460  HISTORY     - Date     Condition        Report By
 TE1460  HISTORY     - 1934     MONUMENTED       CGS
 TE1460  HISTORY     - 1966     MARK NOT FOUND   USGS
 TE1460
 TE1460                          STATION DESCRIPTION
 TE1460
 TE1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1460'3.1 MI NW FROM ST JOHN.
 TE1460'3.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1460'AT SAINT JOHN, ROLETTE COUNTY, ABOUT 1 MILE SOUTHEAST OF THE UNITED
 TE1460'STATES-CANADIAN BOUNDARY LINE, AT A ROAD CROSSING, 39 FEET NORTHWEST
 TE1460'OF THE CENTER LINE OF THE ROAD, 70.8 FEET SOUTHWEST OF THE WEST RAIL,
 TE1460'2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 35.2 FEET NORTHWEST OF
 TE1460'A FENCE CORNER.  A STANDARD DISK, STAMPED F 67 1934 AND SET IN THE TOP
 TE1460'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 TE1460
 TE1460                          STATION RECOVERY (1966)
 TE1460
 TE1460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TE1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0015 ***********************************************************************
 TF0015  DESIGNATION -  F 68
 TF0015  PID         -  TF0015
 TF0015  STATE/COUNTY-  ND/PIERCE
 TF0015  USGS QUAD   -  BARTON (1980)
 TF0015
 TF0015                         *CURRENT SURVEY CONTROL
 TF0015  ___________________________________________________________________
 TF0015* NAD 83(1986)-  48 32 03.     (N)    100 12 41.     (W)     SCALED    
 TF0015* NAVD 88     -       454.244  (meters)    1490.30   (feet)  ADJUSTED  
 TF0015  ___________________________________________________________________
 TF0015  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0015  DYNAMIC HT  -         454.348 (meters)    1490.64  (feet)  COMP
 TF0015  MODELED GRAV-     980,824.4   (mgal)                       NAVD 88
 TF0015
 TF0015  VERT ORDER  -  SECOND    CLASS 0
 TF0015
 TF0015.The horizontal coordinates were scaled from a topographic map and have
 TF0015.an estimated accuracy of +/- 6 seconds.
 TF0015
 TF0015.The orthometric height was determined by differential leveling
 TF0015.and adjusted by the National Geodetic Survey in June 1991..
 TF0015
 TF0015.The geoid height was determined by GEOID03.
 TF0015
 TF0015.The dynamic height is computed by dividing the NAVD 88
 TF0015.geopotential number by the normal gravity value computed on the
 TF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0015.degrees latitude (g = 980.6199 gals.).
 TF0015
 TF0015.The modeled gravity was interpolated from observed gravity values.
 TF0015
 TF0015;                    North         East    Units  Estimated Accuracy
 TF0015;SPC ND N     -   170,610.      621,310.      MT  (+/- 180 meters Scaled)
 TF0015
 TF0015                          SUPERSEDED SURVEY CONTROL
 TF0015
 TF0015  NGVD 29 (??/??/92)  453.880  (m)         1489.10   (f) ADJ UNCH    2 0
 TF0015
 TF0015.Superseded values are not recommended for survey control.
 TF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0015.See file dsdata.txt to determine how the superseded data were derived.
 TF0015
 TF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU105763(NAD 83)
 TF0015_MARKER: DB = BENCH MARK DISK
 TF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0015_STAMPING: F 68 1934
 TF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0015+STABILITY: SURFACE MOTION
 TF0015
 TF0015  HISTORY     - Date     Condition        Report By
 TF0015  HISTORY     - 1934     MONUMENTED       CGS
 TF0015  HISTORY     - 1935     GOOD             NGS
 TF0015
 TF0015                          STATION DESCRIPTION
 TF0015
 TF0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0015'2.4 MI NW FROM BARTON.
 TF0015'2.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM BARTON,
 TF0015'PIERCE COUNTY, 55 YARDS NORTHWEST OF A SECTION-LINE ROAD CROSSING,
 TF0015'30.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 19.7 FEET SOUTHEAST OF A
 TF0015'RIGHT-OF-WAY FENCE CORNER, AND 2.5 FEET NORTHEAST OF THE FENCE.  A
 TF0015'STANDARD DISK, STAMPED F 68 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0015'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1134 ***********************************************************************
 TG1134  DESIGNATION -  F 7
 TG1134  PID         -  TG1134
 TG1134  STATE/COUNTY-  ND/WILLIAMS
 TG1134  USGS QUAD   -  TEMPLE (1978)
 TG1134
 TG1134                         *CURRENT SURVEY CONTROL
 TG1134  ___________________________________________________________________
 TG1134* NAD 83(1986)-  48 22 36.     (N)    103 06 09.     (W)     SCALED    
 TG1134* NAVD 88     -       697.676  (meters)    2288.96   (feet)  ADJUSTED  
 TG1134  ___________________________________________________________________
 TG1134  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG1134  DYNAMIC HT  -         697.774 (meters)    2289.28  (feet)  COMP
 TG1134  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 TG1134
 TG1134  VERT ORDER  -  FIRST     CLASS II
 TG1134
 TG1134.The horizontal coordinates were scaled from a topographic map and have
 TG1134.an estimated accuracy of +/- 6 seconds.
 TG1134
 TG1134.The orthometric height was determined by differential leveling
 TG1134.and adjusted by the National Geodetic Survey in June 1991..
 TG1134.WARNING-Repeat measurements at this control monument indicate possible
 TG1134.vertical movement.
 TG1134
 TG1134.The geoid height was determined by GEOID03.
 TG1134
 TG1134.The dynamic height is computed by dividing the NAVD 88
 TG1134.geopotential number by the normal gravity value computed on the
 TG1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1134.degrees latitude (g = 980.6199 gals.).
 TG1134
 TG1134.The modeled gravity was interpolated from observed gravity values.
 TG1134
 TG1134;                    North         East    Units  Estimated Accuracy
 TG1134;SPC ND N     -   156,320.      407,250.      MT  (+/- 180 meters Scaled)
 TG1134
 TG1134                          SUPERSEDED SURVEY CONTROL
 TG1134
 TG1134  NGVD 29 (??/??/92)  697.180  (m)         2287.33   (f) ADJ UNCH    1 2
 TG1134
 TG1134.Superseded values are not recommended for survey control.
 TG1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1134.See file dsdata.txt to determine how the superseded data were derived.
 TG1134
 TG1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP405599(NAD 83)
 TG1134_MARKER: DB = BENCH MARK DISK
 TG1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1134_STAMPING: ELEV 2287.387 FT F 7
 TG1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1134+STABILITY: SURFACE MOTION
 TG1134
 TG1134  HISTORY     - Date     Condition        Report By
 TG1134  HISTORY     - UNK      MONUMENTED       CGS
 TG1134  HISTORY     - 1963     GOOD             NGS
 TG1134
 TG1134                          STATION DESCRIPTION
 TG1134
 TG1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG1134'3.8 MI NE FROM RAY.
 TG1134'ABOUT 3.8 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG1134'STATION AT RAY, AT A DIRT ROAD CROSSING, 267 FEET NORTH ACROSS THE
 TG1134'ROAD FROM MILEPOST 90, 91.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 27.0
 TG1134'FEET EAST OF THE CENTERLINE OF THE ROAD, 1.3 FEET SOUTHWEST OF THE
 TG1134'SECOND TELEGRAPH POLE NORTHEAST OF THE MILEPOST, IN LINE WITH A ROW OF
 TG1134'POLES, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW
 TG1134'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TG1134'PROJECTING 4 INCHES, S 33 R 96 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1361 ***********************************************************************
 SN1361  DESIGNATION -  F 7 B 1
 SN1361  PID         -  SN1361
 SN1361  STATE/COUNTY-  ND/MCLEAN
 SN1361  USGS QUAD   -  MAKOTI SW (1956)
 SN1361
 SN1361                         *CURRENT SURVEY CONTROL
 SN1361  ___________________________________________________________________
 SN1361* NAD 83(1986)-  47 50 11.     (N)    101 52 51.     (W)     SCALED    
 SN1361* NAVD 88     -       660.131  (meters)    2165.78   (feet)  ADJUSTED  
 SN1361  ___________________________________________________________________
 SN1361  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1361  DYNAMIC HT  -         660.213 (meters)    2166.05  (feet)  COMP
 SN1361  MODELED GRAV-     980,712.4   (mgal)                       NAVD 88
 SN1361
 SN1361  VERT ORDER  -  SECOND    CLASS 0
 SN1361
 SN1361.The horizontal coordinates were scaled from a topographic map and have
 SN1361.an estimated accuracy of +/- 6 seconds.
 SN1361
 SN1361.The orthometric height was determined by differential leveling
 SN1361.and adjusted by the National Geodetic Survey in June 1991..
 SN1361
 SN1361.The geoid height was determined by GEOID03.
 SN1361
 SN1361.The dynamic height is computed by dividing the NAVD 88
 SN1361.geopotential number by the normal gravity value computed on the
 SN1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1361.degrees latitude (g = 980.6199 gals.).
 SN1361
 SN1361.The modeled gravity was interpolated from observed gravity values.
 SN1361
 SN1361;                    North         East    Units  Estimated Accuracy
 SN1361;SPC ND N     -    93,920.      496,640.      MT  (+/- 180 meters Scaled)
 SN1361
 SN1361                          SUPERSEDED SURVEY CONTROL
 SN1361
 SN1361  NGVD 29 (??/??/92)  659.71   (m)         2164.4    (f) COMPUTED    2 0
 SN1361
 SN1361.Superseded values are not recommended for survey control.
 SN1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1361.See file dsdata.txt to determine how the superseded data were derived.
 SN1361
 SN1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU844021(NAD 83)
 SN1361_MARKER: Z = SEE DESCRIPTION
 SN1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1361_SP_SET: CONCRETE PEDESTAL
 SN1361_STAMPING: B1
 SN1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1361
 SN1361  HISTORY     - Date     Condition        Report By
 SN1361  HISTORY     - UNK      MONUMENTED       DOD
 SN1361  HISTORY     - 1962     GOOD             NGS
 SN1361
 SN1361                          STATION DESCRIPTION
 SN1361
 SN1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1361'14.25 MI NE FROM RAUB.
 SN1361'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1361'HIGHWAY 37 AT RAUB, THENCE 7.8 MILES EAST ALONG A GRAVELED ROAD,
 SN1361'THENCE 0.45 MILE NORTHWEST ACROSS A CULTIVATED FIELD.  1080 FEET NORTH
 SN1361'OF SITE NO. F7.  A 1 1/2 BY 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH,
 SN1361'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1360 ***********************************************************************
 SN1360  DESIGNATION -  F 7 B 2
 SN1360  PID         -  SN1360
 SN1360  STATE/COUNTY-  ND/MCLEAN
 SN1360  USGS QUAD   -  MAKOTI SW (1956)
 SN1360
 SN1360                         *CURRENT SURVEY CONTROL
 SN1360  ___________________________________________________________________
 SN1360* NAD 83(1986)-  47 50 10.     (N)    101 52 32.     (W)     SCALED    
 SN1360* NAVD 88     -       661.474  (meters)    2170.19   (feet)  ADJUSTED  
 SN1360  ___________________________________________________________________
 SN1360  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 SN1360  DYNAMIC HT  -         661.555 (meters)    2170.45  (feet)  COMP
 SN1360  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 SN1360
 SN1360  VERT ORDER  -  SECOND    CLASS 0
 SN1360
 SN1360.The horizontal coordinates were scaled from a topographic map and have
 SN1360.an estimated accuracy of +/- 6 seconds.
 SN1360
 SN1360.The orthometric height was determined by differential leveling
 SN1360.and adjusted by the National Geodetic Survey in June 1991..
 SN1360
 SN1360.The geoid height was determined by GEOID03.
 SN1360
 SN1360.The dynamic height is computed by dividing the NAVD 88
 SN1360.geopotential number by the normal gravity value computed on the
 SN1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1360.degrees latitude (g = 980.6199 gals.).
 SN1360
 SN1360.The modeled gravity was interpolated from observed gravity values.
 SN1360
 SN1360;                    North         East    Units  Estimated Accuracy
 SN1360;SPC ND N     -    93,880.      497,040.      MT  (+/- 180 meters Scaled)
 SN1360
 SN1360                          SUPERSEDED SURVEY CONTROL
 SN1360
 SN1360  NGVD 29 (??/??/92)  661.05   (m)         2168.8    (f) COMPUTED    2 0
 SN1360
 SN1360.Superseded values are not recommended for survey control.
 SN1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1360.See file dsdata.txt to determine how the superseded data were derived.
 SN1360
 SN1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU848020(NAD 83)
 SN1360_MARKER: Z = SEE DESCRIPTION
 SN1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1360_SP_SET: CONCRETE PEDESTAL
 SN1360_STAMPING: B2
 SN1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1360
 SN1360  HISTORY     - Date     Condition        Report By
 SN1360  HISTORY     - 1962     MONUMENTED       DOD
 SN1360  HISTORY     - 1962     GOOD             NGS
 SN1360
 SN1360                          STATION DESCRIPTION
 SN1360
 SN1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1360'14.0 MI NE FROM RAUB.
 SN1360'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1360'HIGHWAY 37 AT RAUB, THENCE 7.8 MILES EAST ALONG A GRAVELED ROAD,
 SN1360'THENCE 0.15 MILE NORTH ACROSS A CULTIVATED FIELD.  ON THE CREST OF A
 SN1360'SMALL RIDGE, 1035 FEET NORTHEAST OF SITE NO. F7.  A 1 1/2 BY 4 FOOT
 SN1360'CONCRETE PEDESTAL PROJECTING 4 FEET, WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1358 ***********************************************************************
 SN1358  DESIGNATION -  F 7 Z
 SN1358  PID         -  SN1358
 SN1358  STATE/COUNTY-  ND/MCLEAN
 SN1358  USGS QUAD   -  ROSEGLEN (1980)
 SN1358
 SN1358                         *CURRENT SURVEY CONTROL
 SN1358  ___________________________________________________________________
 SN1358* NAD 83(1986)-  47 50 05.     (N)    101 52 17.     (W)     SCALED    
 SN1358* NAVD 88     -       664.205  (meters)    2179.15   (feet)  ADJUSTED  
 SN1358  ___________________________________________________________________
 SN1358  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 SN1358  DYNAMIC HT  -         664.286 (meters)    2179.41  (feet)  COMP
 SN1358  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 SN1358
 SN1358  VERT ORDER  -  SECOND    CLASS 0
 SN1358
 SN1358.The horizontal coordinates were scaled from a topographic map and have
 SN1358.an estimated accuracy of +/- 6 seconds.
 SN1358
 SN1358.The orthometric height was determined by differential leveling
 SN1358.and adjusted by the National Geodetic Survey in June 1991..
 SN1358
 SN1358.The geoid height was determined by GEOID03.
 SN1358
 SN1358.The dynamic height is computed by dividing the NAVD 88
 SN1358.geopotential number by the normal gravity value computed on the
 SN1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1358.degrees latitude (g = 980.6199 gals.).
 SN1358
 SN1358.The modeled gravity was interpolated from observed gravity values.
 SN1358
 SN1358;                    North         East    Units  Estimated Accuracy
 SN1358;SPC ND N     -    93,720.      497,340.      MT  (+/- 180 meters Scaled)
 SN1358
 SN1358                          SUPERSEDED SURVEY CONTROL
 SN1358
 SN1358  NGVD 29 (??/??/92)  663.78   (m)         2177.8    (f) COMPUTED    2 0
 SN1358
 SN1358.Superseded values are not recommended for survey control.
 SN1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1358.See file dsdata.txt to determine how the superseded data were derived.
 SN1358
 SN1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU851019(NAD 83)
 SN1358_MARKER: DS = TRIANGULATION STATION DISK
 SN1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1358_STAMPING: F7Z 1962
 SN1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1358+STABILITY: SURFACE MOTION
 SN1358
 SN1358  HISTORY     - Date     Condition        Report By
 SN1358  HISTORY     - 1962     MONUMENTED       CGS
 SN1358
 SN1358                          STATION DESCRIPTION
 SN1358
 SN1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1358'14.0 MI NE FROM RAUB.
 SN1358'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1358'HIGHWAY 37 AT RAUB, THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD,
 SN1358'THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD.  AT THE CREST OF A SMALL
 SN1358'HILL, 47.5 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 38
 SN1358'FEET SOUTH-SOUTHEAST OF F7Z RM 2, 26 FEET NORTH-NORTHEAST OF F7Z RM 1,
 SN1358'16 FEET NORTH OF A TELEPHONE POLE, 4.0 FEET EAST OF A WITNESS POST AND
 SN1358'ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 SN1358'PROJECTING 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1359 ***********************************************************************
 SN1359  DESIGNATION -  F 7 Z RM 1
 SN1359  PID         -  SN1359
 SN1359  STATE/COUNTY-  ND/MCLEAN
 SN1359  USGS QUAD   -  ROSEGLEN (1980)
 SN1359
 SN1359                         *CURRENT SURVEY CONTROL
 SN1359  ___________________________________________________________________
 SN1359* NAD 83(1986)-  47 50 04.     (N)    101 52 17.     (W)     SCALED    
 SN1359* NAVD 88     -       663.807  (meters)    2177.84   (feet)  ADJUSTED  
 SN1359  ___________________________________________________________________
 SN1359  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 SN1359  DYNAMIC HT  -         663.888 (meters)    2178.11  (feet)  COMP
 SN1359  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 SN1359
 SN1359  VERT ORDER  -  SECOND    CLASS 0
 SN1359
 SN1359.The horizontal coordinates were scaled from a topographic map and have
 SN1359.an estimated accuracy of +/- 6 seconds.
 SN1359
 SN1359.The orthometric height was determined by differential leveling
 SN1359.and adjusted by the National Geodetic Survey in June 1991..
 SN1359
 SN1359.The geoid height was determined by GEOID03.
 SN1359
 SN1359.The dynamic height is computed by dividing the NAVD 88
 SN1359.geopotential number by the normal gravity value computed on the
 SN1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1359.degrees latitude (g = 980.6199 gals.).
 SN1359
 SN1359.The modeled gravity was interpolated from observed gravity values.
 SN1359
 SN1359;                    North         East    Units  Estimated Accuracy
 SN1359;SPC ND N     -    93,690.      497,340.      MT  (+/- 180 meters Scaled)
 SN1359
 SN1359                          SUPERSEDED SURVEY CONTROL
 SN1359
 SN1359  NGVD 29 (??/??/92)  663.39   (m)         2176.5    (f) COMPUTED    2 0
 SN1359
 SN1359.Superseded values are not recommended for survey control.
 SN1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1359.See file dsdata.txt to determine how the superseded data were derived.
 SN1359
 SN1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU851018(NAD 83)
 SN1359_MARKER: DR = REFERENCE MARK DISK
 SN1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1359_STAMPING: F7Z NO 1 1962
 SN1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1359+STABILITY: SURFACE MOTION
 SN1359
 SN1359  HISTORY     - Date     Condition        Report By
 SN1359  HISTORY     - 1962     MONUMENTED       CGS
 SN1359
 SN1359                          STATION DESCRIPTION
 SN1359
 SN1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1359'14.0 MI NE FROM RAUB.
 SN1359'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1359'HIGHWAY 37 AT RAUB, THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD,
 SN1359'THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD.  AT THE CREST OF A SMALL
 SN1359'HILL, 63 FEET SOUTH OF F7Z RM 2, 45 FEET EAST OF THE CENTERLINE OF THE
 SN1359'ROAD AND 26 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION F7Z. SET IN
 SN1359'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1357 ***********************************************************************
 SN1357  DESIGNATION -  F 7 Z RM 2
 SN1357  PID         -  SN1357
 SN1357  STATE/COUNTY-  ND/MCLEAN
 SN1357  USGS QUAD   -  ROSEGLEN (1980)
 SN1357
 SN1357                         *CURRENT SURVEY CONTROL
 SN1357  ___________________________________________________________________
 SN1357* NAD 83(1986)-  47 50 06.     (N)    101 52 17.     (W)     SCALED    
 SN1357* NAVD 88     -       664.063  (meters)    2178.68   (feet)  ADJUSTED  
 SN1357  ___________________________________________________________________
 SN1357  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 SN1357  DYNAMIC HT  -         664.144 (meters)    2178.95  (feet)  COMP
 SN1357  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 SN1357
 SN1357  VERT ORDER  -  SECOND    CLASS 0
 SN1357
 SN1357.The horizontal coordinates were scaled from a topographic map and have
 SN1357.an estimated accuracy of +/- 6 seconds.
 SN1357
 SN1357.The orthometric height was determined by differential leveling
 SN1357.and adjusted by the National Geodetic Survey in June 1991..
 SN1357
 SN1357.The geoid height was determined by GEOID03.
 SN1357
 SN1357.The dynamic height is computed by dividing the NAVD 88
 SN1357.geopotential number by the normal gravity value computed on the
 SN1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1357.degrees latitude (g = 980.6199 gals.).
 SN1357
 SN1357.The modeled gravity was interpolated from observed gravity values.
 SN1357
 SN1357;                    North         East    Units  Estimated Accuracy
 SN1357;SPC ND N     -    93,750.      497,350.      MT  (+/- 180 meters Scaled)
 SN1357
 SN1357                          SUPERSEDED SURVEY CONTROL
 SN1357
 SN1357  NGVD 29 (??/??/92)  663.64   (m)         2177.3    (f) COMPUTED    2 0
 SN1357
 SN1357.Superseded values are not recommended for survey control.
 SN1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1357.See file dsdata.txt to determine how the superseded data were derived.
 SN1357
 SN1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU851019(NAD 83)
 SN1357_MARKER: DR = REFERENCE MARK DISK
 SN1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1357_STAMPING: F7Z NO 2 1962
 SN1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1357+STABILITY: SURFACE MOTION
 SN1357
 SN1357  HISTORY     - Date     Condition        Report By
 SN1357  HISTORY     - 1962     MONUMENTED       CGS
 SN1357
 SN1357                          STATION DESCRIPTION
 SN1357
 SN1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1357'14.0 MI NE FROM RAUB.
 SN1357'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1357'HIGHWAY 37 AT RAUB, THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD,
 SN1357'THENCE 0.15 MILE NORTH ALONG A GRAVELED ROAD.  AT THE CREST OF A SMALL
 SN1357'HILL, 63 FEET NORTH OF F7Z RM 1, 45 FEET EAST OF THE CENTERLINE OF THE
 SN1357'ROAD, 38 FEET NORTH-NORTHWEST OF TRIANGULATION STATION F7Z. SET IN THE
 SN1357'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0848 ***********************************************************************
 SM0848  DESIGNATION -  F 70
 SM0848  PID         -  SM0848
 SM0848  STATE/COUNTY-  ND/WELLS
 SM0848  USGS QUAD   -  HURDSFIELD (1978)
 SM0848
 SM0848                         *CURRENT SURVEY CONTROL
 SM0848  ___________________________________________________________________
 SM0848* NAD 83(1986)-  47 26 56.     (N)    099 55 34.     (W)     SCALED    
 SM0848* NAVD 88     -       581.389  (meters)    1907.44   (feet)  ADJUSTED  
 SM0848  ___________________________________________________________________
 SM0848  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SM0848  DYNAMIC HT  -         581.437 (meters)    1907.60  (feet)  COMP
 SM0848  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 SM0848
 SM0848  VERT ORDER  -  SECOND    CLASS 0
 SM0848
 SM0848.The horizontal coordinates were scaled from a topographic map and have
 SM0848.an estimated accuracy of +/- 6 seconds.
 SM0848
 SM0848.The orthometric height was determined by differential leveling
 SM0848.and adjusted by the National Geodetic Survey in June 1991..
 SM0848
 SM0848.The geoid height was determined by GEOID03.
 SM0848
 SM0848.The dynamic height is computed by dividing the NAVD 88
 SM0848.geopotential number by the normal gravity value computed on the
 SM0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0848.degrees latitude (g = 980.6199 gals.).
 SM0848
 SM0848.The modeled gravity was interpolated from observed gravity values.
 SM0848
 SM0848;                    North         East    Units  Estimated Accuracy
 SM0848;SPC ND N     -    50,070.      643,280.      MT  (+/- 180 meters Scaled)
 SM0848
 SM0848                          SUPERSEDED SURVEY CONTROL
 SM0848
 SM0848  NGVD 29 (??/??/92)  580.979  (m)         1906.10   (f) ADJ UNCH    2 0
 SM0848
 SM0848.Superseded values are not recommended for survey control.
 SM0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0848.See file dsdata.txt to determine how the superseded data were derived.
 SM0848
 SM0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT301554(NAD 83)
 SM0848_MARKER: DB = BENCH MARK DISK
 SM0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0848_STAMPING: F 70 1934
 SM0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0848+STABILITY: SURFACE MOTION
 SM0848
 SM0848  HISTORY     - Date     Condition        Report By
 SM0848  HISTORY     - 1934     MONUMENTED       CGS
 SM0848  HISTORY     - 1960     GOOD             NGS
 SM0848
 SM0848                          STATION DESCRIPTION
 SM0848
 SM0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0848'IN HURDSFIELD.
 SM0848'AT HURDSFIELD, WELLS COUNTY, 56 YARDS EAST OF THE EAST SIDE OF THE
 SM0848'NORTHERN PACIFIC RAILWAY STATION, 56 YARDS SOUTHWEST OF THE EAST END
 SM0848'OF A SWITCH, 39 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 3, 32.5
 SM0848'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SWITCH TRACK, 12 FEET EAST
 SM0848'OF A RIGHT-OF-WAY FENCE CORNER, 1.3 FEET NORTHWEST OF THE FENCE, AND 1
 SM0848'FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F
 SM0848'70 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 SM0848'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0817 ***********************************************************************
 SM0817  DESIGNATION -  F 72
 SM0817  PID         -  SM0817
 SM0817  STATE/COUNTY-  ND/FOSTER
 SM0817  USGS QUAD   -  CARRINGTON WEST (1986)
 SM0817
 SM0817                         *CURRENT SURVEY CONTROL
 SM0817  ___________________________________________________________________
 SM0817* NAD 83(1986)-  47 28 19.     (N)    099 08 15.     (W)     SCALED    
 SM0817* NAVD 88     -       481.566  (meters)    1579.94   (feet)  ADJUSTED  
 SM0817  ___________________________________________________________________
 SM0817  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 SM0817  DYNAMIC HT  -         481.615 (meters)    1580.10  (feet)  COMP
 SM0817  MODELED GRAV-     980,700.0   (mgal)                       NAVD 88
 SM0817
 SM0817  VERT ORDER  -  FIRST     CLASS II
 SM0817
 SM0817.The horizontal coordinates were scaled from a topographic map and have
 SM0817.an estimated accuracy of +/- 6 seconds.
 SM0817
 SM0817.The orthometric height was determined by differential leveling
 SM0817.and adjusted by the National Geodetic Survey in June 1991..
 SM0817
 SM0817.The geoid height was determined by GEOID03.
 SM0817
 SM0817.The dynamic height is computed by dividing the NAVD 88
 SM0817.geopotential number by the normal gravity value computed on the
 SM0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0817.degrees latitude (g = 980.6199 gals.).
 SM0817
 SM0817.The modeled gravity was interpolated from observed gravity values.
 SM0817
 SM0817;                    North         East    Units  Estimated Accuracy
 SM0817;SPC ND N     -    53,380.      702,700.      MT  (+/- 180 meters Scaled)
 SM0817
 SM0817                          SUPERSEDED SURVEY CONTROL
 SM0817
 SM0817  NGVD 29 (??/??/92)  481.151  (m)         1578.58   (f) ADJ UNCH    1 2
 SM0817
 SM0817.Superseded values are not recommended for survey control.
 SM0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0817.See file dsdata.txt to determine how the superseded data were derived.
 SM0817
 SM0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT896576(NAD 83)
 SM0817_MARKER: DB = BENCH MARK DISK
 SM0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0817_STAMPING: F 72 1934
 SM0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0817+STABILITY: SURFACE MOTION
 SM0817
 SM0817  HISTORY     - Date     Condition        Report By
 SM0817  HISTORY     - 1934     MONUMENTED       CGS
 SM0817  HISTORY     - 1960     GOOD             NGS
 SM0817  HISTORY     - 1982     MARK NOT FOUND   NGS
 SM0817
 SM0817                          STATION DESCRIPTION
 SM0817
 SM0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0817'1.7 MI N FROM CARRINGTON.
 SM0817'1.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM CARRINGTON,
 SM0817'FOSTER COUNTY, ABOUT 380 FEET NORTH OF MILEPOST 44, AT A ROAD
 SM0817'CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 SM0817'46 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 11.5 FEET NORTH OF A
 SM0817'POWER POLE.  A STANDARD DISK, STAMPED F 72 1934 AND SET IN THE TOP OF
 SM0817'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THE
 SM0817'MARK IS ABOUT 12 FT NW OF A POWER LINE POLE.
 SM0817
 SM0817                          STATION RECOVERY (1960)
 SM0817
 SM0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0817'RECOVERED IN GOOD CONDITION.
 SM0817
 SM0817                          STATION RECOVERY (1982)
 SM0817
 SM0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0817'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0530 ***********************************************************************
 SM0530  DESIGNATION -  F 74
 SM0530  PID         -  SM0530
 SM0530  STATE/COUNTY-  ND/FOSTER
 SM0530  USGS QUAD   -  GLENFIELD (1951)
 SM0530
 SM0530                         *CURRENT SURVEY CONTROL
 SM0530  ___________________________________________________________________
 SM0530* NAD 83(1986)-  47 27 24.     (N)    098 34 33.     (W)     SCALED    
 SM0530* NAVD 88     -       456.920  (meters)    1499.08   (feet)  ADJUSTED  
 SM0530  ___________________________________________________________________
 SM0530  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0530  DYNAMIC HT  -         456.972 (meters)    1499.25  (feet)  COMP
 SM0530  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 SM0530
 SM0530  VERT ORDER  -  SECOND    CLASS 0
 SM0530
 SM0530.The horizontal coordinates were scaled from a topographic map and have
 SM0530.an estimated accuracy of +/- 6 seconds.
 SM0530
 SM0530.The orthometric height was determined by differential leveling
 SM0530.and adjusted by the National Geodetic Survey in June 1991..
 SM0530
 SM0530.The geoid height was determined by GEOID03.
 SM0530
 SM0530.The dynamic height is computed by dividing the NAVD 88
 SM0530.geopotential number by the normal gravity value computed on the
 SM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0530.degrees latitude (g = 980.6199 gals.).
 SM0530
 SM0530.The modeled gravity was interpolated from observed gravity values.
 SM0530
 SM0530;                    North         East    Units  Estimated Accuracy
 SM0530;SPC ND N     -    52,590.      745,080.      MT  (+/- 180 meters Scaled)
 SM0530
 SM0530                          SUPERSEDED SURVEY CONTROL
 SM0530
 SM0530  NGVD 29 (??/??/92)  456.56   (m)         1497.9    (f) COMPUTED    2 0
 SM0530
 SM0530.Superseded values are not recommended for survey control.
 SM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0530.See file dsdata.txt to determine how the superseded data were derived.
 SM0530
 SM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT319560(NAD 83)
 SM0530_MARKER: DB = BENCH MARK DISK
 SM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0530_STAMPING: F-74 -- 1934
 SM0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0530+STABILITY: SURFACE MOTION
 SM0530
 SM0530  HISTORY     - Date     Condition        Report By
 SM0530  HISTORY     - 1934     MONUMENTED       CGS
 SM0530
 SM0530                          STATION DESCRIPTION
 SM0530
 SM0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0530'0.5 MI NW FROM GLENFIELD.
 SM0530'0.5 MILES NORTHWEST OF DEPOT AT GLENFIELD.  0.4 MILES WEST OF HIGH
 SM0530'SCHOOL BUILDING.  47 FEET NORTHEAST OF NORTHEAST RAIL.  35 FEET SOUTH
 SM0530'OF CENTER OF STATE HWY. 7.  STANDARD TABLET SET IN CONCRETE POST 4 IN.
 SM0530'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0531 ***********************************************************************
 SM0531  DESIGNATION -  F 74 RESET
 SM0531  PID         -  SM0531
 SM0531  STATE/COUNTY-  ND/FOSTER
 SM0531  USGS QUAD   -  GLENFIELD (1951)
 SM0531
 SM0531                         *CURRENT SURVEY CONTROL
 SM0531  ___________________________________________________________________
 SM0531* NAD 83(1986)-  47 27 24.     (N)    098 34 33.     (W)     SCALED    
 SM0531* NAVD 88     -       456.90   (+/-2cm)    1499.0    (feet)  VERTCON   
 SM0531  ___________________________________________________________________
 SM0531  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0531
 SM0531  VERT ORDER  -  THIRD (See Below)
 SM0531
 SM0531.The horizontal coordinates were scaled from a topographic map and have
 SM0531.an estimated accuracy of +/- 6 seconds.
 SM0531
 SM0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0531.The vertical order pertains to the NGVD 29 superseded value.
 SM0531
 SM0531.The geoid height was determined by GEOID03.
 SM0531
 SM0531;                    North         East    Units  Estimated Accuracy
 SM0531;SPC ND N     -    52,590.      745,080.      MT  (+/- 180 meters Scaled)
 SM0531
 SM0531                          SUPERSEDED SURVEY CONTROL
 SM0531
 SM0531  NGVD 29 (??/??/??)  456.54   (m)         1497.8    (f) RESET       3  
 SM0531
 SM0531.Superseded values are not recommended for survey control.
 SM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0531.See file dsdata.txt to determine how the superseded data were derived.
 SM0531
 SM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT319560(NAD 83)
 SM0531_MARKER: DB = BENCH MARK DISK
 SM0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0531_STAMPING: F 74 RESET 1949
 SM0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0531+STABILITY: SURFACE MOTION
 SM0531
 SM0531  HISTORY     - Date     Condition        Report By
 SM0531  HISTORY     - 1949     MONUMENTED       CGS
 SM0531  HISTORY     - 1960     GOOD             NGS
 SM0531
 SM0531                          STATION DESCRIPTION
 SM0531
 SM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0531'0.2 MI W FROM GLENFIELD.
 SM0531'0.6 MILE WEST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF STATE
 SM0531'HIGHWAY 20 AT GLENFIELD, FOSTER COUNTY, 261 FEET EAST OF THE CROSSING
 SM0531'OF THE GREAT NORTHERN RAILWAY, 100 FEET SOUTH OF THE CENTERLINE OF THE
 SM0531'HIGHWAY, AND 4 FEET FROM A POLE.  A STANDARD DISK, STAMPED F 74 RESET
 SM0531'1949 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK RECOVERED TO
 SM0531'SOUTHEAST OF RAILROAD CROSSING ON STATE HIGHWAY 7 AND IS 3 FEET EAST
 SM0531'OF THE 1ST POLE SOUTHEAST OF DOUBLE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0083 ***********************************************************************
 SN0083  DESIGNATION -  F 76
 SN0083  PID         -  SN0083
 SN0083  STATE/COUNTY-  ND/SHERIDAN
 SN0083  USGS QUAD   -  MC CLUSKY (1980)
 SN0083
 SN0083                         *CURRENT SURVEY CONTROL
 SN0083  ___________________________________________________________________
 SN0083* NAD 83(1986)-  47 29 05.     (N)    100 27 33.     (W)     SCALED    
 SN0083* NAVD 88     -       586.354  (meters)    1923.73   (feet)  ADJUSTED  
 SN0083  ___________________________________________________________________
 SN0083  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 SN0083  DYNAMIC HT  -         586.404 (meters)    1923.89  (feet)  COMP
 SN0083  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 SN0083
 SN0083  VERT ORDER  -  SECOND    CLASS 0
 SN0083
 SN0083.The horizontal coordinates were scaled from a topographic map and have
 SN0083.an estimated accuracy of +/- 6 seconds.
 SN0083
 SN0083.The orthometric height was determined by differential leveling
 SN0083.and adjusted by the National Geodetic Survey in June 1991..
 SN0083
 SN0083.The geoid height was determined by GEOID03.
 SN0083
 SN0083.The dynamic height is computed by dividing the NAVD 88
 SN0083.geopotential number by the normal gravity value computed on the
 SN0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0083.degrees latitude (g = 980.6199 gals.).
 SN0083
 SN0083.The modeled gravity was interpolated from observed gravity values.
 SN0083
 SN0083;                    North         East    Units  Estimated Accuracy
 SN0083;SPC ND N     -    53,890.      603,080.      MT  (+/- 180 meters Scaled)
 SN0083
 SN0083                          SUPERSEDED SURVEY CONTROL
 SN0083
 SN0083  NGVD 29 (??/??/92)  585.954  (m)         1922.42   (f) ADJ UNCH    2 0
 SN0083
 SN0083.Superseded values are not recommended for survey control.
 SN0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0083.See file dsdata.txt to determine how the superseded data were derived.
 SN0083
 SN0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT900600(NAD 83)
 SN0083_MARKER: DB = BENCH MARK DISK
 SN0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0083_STAMPING: F 76 1934
 SN0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0083+STABILITY: SURFACE MOTION
 SN0083
 SN0083  HISTORY     - Date     Condition        Report By
 SN0083  HISTORY     - 1934     MONUMENTED       CGS
 SN0083  HISTORY     - 1958     GOOD             NGS
 SN0083
 SN0083                          STATION DESCRIPTION
 SN0083
 SN0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0083'0.7 MI W FROM MCCLUSKY.
 SN0083'0.7 MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0083'MCCLUSKEY, SHERIDAN COUNTY, 88 FEET NORTHEAST OF A CATTLE GUARD, AT A
 SN0083'ROAD CROSSING, 47 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 43.7
 SN0083'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 SN0083'STAMPED F 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SN0083'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0479 ***********************************************************************
 TG0479  DESIGNATION -  F 77
 TG0479  PID         -  TG0479
 TG0479  STATE/COUNTY-  ND/MOUNTRAIL
 TG0479  USGS QUAD   -  STANLEY (1981)
 TG0479
 TG0479                         *CURRENT SURVEY CONTROL
 TG0479  ___________________________________________________________________
 TG0479* NAD 83(1986)-  48 17 53.     (N)    102 22 32.     (W)     SCALED    
 TG0479* NAVD 88     -       665.214  (meters)    2182.46   (feet)  ADJUSTED  
 TG0479  ___________________________________________________________________
 TG0479  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0479  DYNAMIC HT  -         665.316 (meters)    2182.79  (feet)  COMP
 TG0479  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 TG0479
 TG0479  VERT ORDER  -  SECOND    CLASS 0
 TG0479
 TG0479.The horizontal coordinates were scaled from a topographic map and have
 TG0479.an estimated accuracy of +/- 6 seconds.
 TG0479
 TG0479.The orthometric height was determined by differential leveling
 TG0479.and adjusted by the National Geodetic Survey in June 1991..
 TG0479
 TG0479.The geoid height was determined by GEOID03.
 TG0479
 TG0479.The dynamic height is computed by dividing the NAVD 88
 TG0479.geopotential number by the normal gravity value computed on the
 TG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0479.degrees latitude (g = 980.6199 gals.).
 TG0479
 TG0479.The modeled gravity was interpolated from observed gravity values.
 TG0479
 TG0479;                    North         East    Units  Estimated Accuracy
 TG0479;SPC ND N     -   146,020.      460,870.      MT  (+/- 180 meters Scaled)
 TG0479
 TG0479                          SUPERSEDED SURVEY CONTROL
 TG0479
 TG0479  NGVD 29 (??/??/92)  664.76   (m)         2181.0    (f) COMPUTED    2 0
 TG0479
 TG0479.Superseded values are not recommended for survey control.
 TG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0479.See file dsdata.txt to determine how the superseded data were derived.
 TG0479
 TG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP946527(NAD 83)
 TG0479_MARKER: DB = BENCH MARK DISK
 TG0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0479_SP_SET: CULVERT
 TG0479_STAMPING: F-77 1934
 TG0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0479
 TG0479  HISTORY     - Date     Condition        Report By
 TG0479  HISTORY     - 1934     MONUMENTED       CGS
 TG0479  HISTORY     - 1940     GOOD             NGS
 TG0479
 TG0479                          STATION DESCRIPTION
 TG0479
 TG0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG0479'2.2 MI S FROM STANLEY.
 TG0479'2.2 MILES SOUTH OF THE COUNTY COURT HOUSE AT STANLEY, ALONG THE STATE
 TG0479'HIGHWAY 8, 44 FEET NORTH OF THE CENTER LINE OF A COUNTRY ROAD THAT
 TG0479'INTERSECTS HY., 35 FEET EAST OF THE CENTER LINE OF THE STATE HIGHWAY
 TG0479'8, 27 FEET NORTHEAST OF THE CENTER LINE OF A CONCRETE CULVERT UNDER
 TG0479'HY. 0.2 MILES NORTH OF A CONCRETE CULVERT ON HY. OVER LOWLAND AND
 TG0479'SLEW.  STANDARD TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING .6
 TG0479'FOOT ABOVE THE GROUND, 1.6 FEET NORTH OF A WHITE WOODEN POST STENCILED
 TG0479'U.S. B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0480 ***********************************************************************
 TG0480  DESIGNATION -  F 77 RESET
 TG0480  PID         -  TG0480
 TG0480  STATE/COUNTY-  ND/MOUNTRAIL
 TG0480  USGS QUAD   -  STANLEY (1981)
 TG0480
 TG0480                         *CURRENT SURVEY CONTROL
 TG0480  ___________________________________________________________________
 TG0480* NAD 83(1986)-  48 17 53.     (N)    102 22 32.     (W)     SCALED    
 TG0480* NAVD 88     -       666.483  (meters)    2186.62   (feet)  ADJUSTED  
 TG0480  ___________________________________________________________________
 TG0480  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0480  DYNAMIC HT  -         666.586 (meters)    2186.96  (feet)  COMP
 TG0480  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 TG0480
 TG0480  VERT ORDER  -  SECOND    CLASS 0
 TG0480
 TG0480.The horizontal coordinates were scaled from a topographic map and have
 TG0480.an estimated accuracy of +/- 6 seconds.
 TG0480
 TG0480.The orthometric height was determined by differential leveling
 TG0480.and adjusted by the National Geodetic Survey in June 1991..
 TG0480
 TG0480.The geoid height was determined by GEOID03.
 TG0480
 TG0480.The dynamic height is computed by dividing the NAVD 88
 TG0480.geopotential number by the normal gravity value computed on the
 TG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0480.degrees latitude (g = 980.6199 gals.).
 TG0480
 TG0480.The modeled gravity was interpolated from observed gravity values.
 TG0480
 TG0480;                    North         East    Units  Estimated Accuracy
 TG0480;SPC ND N     -   146,020.      460,870.      MT  (+/- 180 meters Scaled)
 TG0480
 TG0480                          SUPERSEDED SURVEY CONTROL
 TG0480
 TG0480  NGVD 29 (??/??/92)  666.009  (m)         2185.06   (f) ADJ UNCH    2 0
 TG0480
 TG0480.Superseded values are not recommended for survey control.
 TG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0480.See file dsdata.txt to determine how the superseded data were derived.
 TG0480
 TG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP946527(NAD 83)
 TG0480_MARKER: DB = BENCH MARK DISK
 TG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0480_STAMPING: F 77 RESET 1955
 TG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0480+STABILITY: SURFACE MOTION
 TG0480
 TG0480  HISTORY     - Date     Condition        Report By
 TG0480  HISTORY     - 1955     MONUMENTED       NDHD
 TG0480  HISTORY     - 1963     GOOD             NGS
 TG0480
 TG0480                          STATION DESCRIPTION
 TG0480
 TG0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0480'1.6 MI SE FROM STANLEY.
 TG0480'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0480'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, ABOUT 0.2 MILE NORTH OF A
 TG0480'35-FOOT CONCRETE BRIDGE OVER A STREAM, 112 FEET NORTHWEST OF THE
 TG0480'CENTER OF A GRAVELED ROAD INTERSECTION, 99 FEET WEST OF THE CENTERLINE
 TG0480'OF THE HIGHWAY, 70 FEET WEST OF THE WEST END OF A 30-INCH CONCRETE
 TG0480'CULVERT UNDER THE HIGHWAY, 56 FEET NORTH OF THE CENTERLINE OF THE
 TG0480'GRAVELED ROAD, 2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE,
 TG0480'1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 TG0480'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0480'CONCRETE POST LEVEL WITH THE GROUND, S 28, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0345 ***********************************************************************
 SO0345  DESIGNATION -  F 79 RESET
 SO0345  PID         -  SO0345
 SO0345  STATE/COUNTY-  ND/DUNN
 SO0345  USGS QUAD   -  HALLIDAY NE (1982)
 SO0345
 SO0345                         *CURRENT SURVEY CONTROL
 SO0345  ___________________________________________________________________
 SO0345* NAD 83(1986)-  47 29 02.     (N)    102 17 28.     (W)     SCALED    
 SO0345* NAVD 88     -       668.00   (+/-2cm)    2191.6    (feet)  VERTCON   
 SO0345  ___________________________________________________________________
 SO0345  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0345
 SO0345  VERT ORDER  -  THIRD (See Below)
 SO0345
 SO0345.The horizontal coordinates were scaled from a topographic map and have
 SO0345.an estimated accuracy of +/- 6 seconds.
 SO0345
 SO0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0345.The vertical order pertains to the NGVD 29 superseded value.
 SO0345
 SO0345.The geoid height was determined by GEOID03.
 SO0345
 SO0345;                    North         East    Units  Estimated Accuracy
 SO0345;SPC ND S     -   203,540.      465,020.      MT  (+/- 180 meters Scaled)
 SO0345
 SO0345                          SUPERSEDED SURVEY CONTROL
 SO0345
 SO0345  NGVD 29 (11/04/04)  667.57   (m)         2190.2    (f) RESET       3  
 SO0345
 SO0345.Superseded values are not recommended for survey control.
 SO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0345.See file dsdata.txt to determine how the superseded data were derived.
 SO0345
 SO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN040624(NAD 83)
 SO0345_MARKER: DB = BENCH MARK DISK
 SO0345_SETTING: 80 = SET IN A BOULDER
 SO0345_SP_SET: BOULDER
 SO0345_STAMPING: F 79 RESET 1970
 SO0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0345+STABILITY: SURFACE MOTION
 SO0345
 SO0345  HISTORY     - Date     Condition        Report By
 SO0345  HISTORY     - 1970     MONUMENTED       CGS
 SO0345
 SO0345                          STATION DESCRIPTION
 SO0345
 SO0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 SO0345'10.3 MI NE FROM HALLIDAY.
 SO0345'10.3 MILES NORTHEAST ALONG OLD STATE HIGHWAY 8 FROM THE NORTHERN
 SO0345'PACIFIC RAILROAD CROSSING IN HALLIDAY, 120 FEET WEST OF THE CENTER OF
 SO0345'HIGHWAY 8, 100 FEET SOUTH OF THE CENTER OF A DRAW LEADING WEST, 15
 SO0345'FEET EAST OF A TRACK ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, SET
 SO0345'IN A DRILL HOLE IN A 2 X 4-FOOT BOULDER WHICH PROJECTS 1-FOOT AND IS
 SO0345'IN A PASTURE.  NOTE-- THE HIGHWAY IS RUNNING UP-HILL TO THE NORTH AT
 SO0345'THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1387 ***********************************************************************
 SN1387  DESIGNATION -  F 8 B 1
 SN1387  PID         -  SN1387
 SN1387  STATE/COUNTY-  ND/MOUNTRAIL
 SN1387  USGS QUAD   -  WABEK (1980)
 SN1387
 SN1387                         *CURRENT SURVEY CONTROL
 SN1387  ___________________________________________________________________
 SN1387* NAD 83(1986)-  47 53 29.     (N)    101 57 08.     (W)     SCALED    
 SN1387* NAVD 88     -       649.997  (meters)    2132.53   (feet)  ADJUSTED  
 SN1387  ___________________________________________________________________
 SN1387  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SN1387  DYNAMIC HT  -         650.083 (meters)    2132.81  (feet)  COMP
 SN1387  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 SN1387
 SN1387  VERT ORDER  -  SECOND    CLASS 0
 SN1387
 SN1387.The horizontal coordinates were scaled from a topographic map and have
 SN1387.an estimated accuracy of +/- 6 seconds.
 SN1387
 SN1387.The orthometric height was determined by differential leveling
 SN1387.and adjusted by the National Geodetic Survey in June 1991..
 SN1387
 SN1387.The geoid height was determined by GEOID03.
 SN1387
 SN1387.The dynamic height is computed by dividing the NAVD 88
 SN1387.geopotential number by the normal gravity value computed on the
 SN1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1387.degrees latitude (g = 980.6199 gals.).
 SN1387
 SN1387.The modeled gravity was interpolated from observed gravity values.
 SN1387
 SN1387;                    North         East    Units  Estimated Accuracy
 SN1387;SPC ND N     -   100,130.      491,410.      MT  (+/- 180 meters Scaled)
 SN1387
 SN1387                          SUPERSEDED SURVEY CONTROL
 SN1387
 SN1387  NGVD 29 (??/??/92)  649.57   (m)         2131.1    (f) COMPUTED    2 0
 SN1387
 SN1387.Superseded values are not recommended for survey control.
 SN1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1387.See file dsdata.txt to determine how the superseded data were derived.
 SN1387
 SN1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU793084(NAD 83)
 SN1387_MARKER: Z = SEE DESCRIPTION
 SN1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1387_SP_SET: CONCRETE PEDESTAL
 SN1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1387
 SN1387  HISTORY     - Date     Condition        Report By
 SN1387  HISTORY     - UNK      MONUMENTED       DOD
 SN1387  HISTORY     - 1962     GOOD             NGS
 SN1387
 SN1387                          STATION DESCRIPTION
 SN1387
 SN1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1387'14.0 MI SW FROM MAKOTI.
 SN1387'ABOUT 8.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1387'AT MAKOTI, THENCE 5.6 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.3
 SN1387'MILE EAST ALONG A GRAVELED ROAD, 200 FEET NORTH OF THE CENTERLINE OF
 SN1387'THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1386 ***********************************************************************
 SN1386  DESIGNATION -  F 8 B 2
 SN1386  PID         -  SN1386
 SN1386  STATE/COUNTY-  ND/MOUNTRAIL
 SN1386  USGS QUAD   -  WABEK (1980)
 SN1386
 SN1386                         *CURRENT SURVEY CONTROL
 SN1386  ___________________________________________________________________
 SN1386* NAD 83(1986)-  47 53 43.     (N)    101 56 58.     (W)     SCALED    
 SN1386* NAVD 88     -       652.938  (meters)    2142.18   (feet)  ADJUSTED  
 SN1386  ___________________________________________________________________
 SN1386  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SN1386  DYNAMIC HT  -         653.026 (meters)    2142.47  (feet)  COMP
 SN1386  MODELED GRAV-     980,723.0   (mgal)                       NAVD 88
 SN1386
 SN1386  VERT ORDER  -  SECOND    CLASS 0
 SN1386
 SN1386.The horizontal coordinates were scaled from a topographic map and have
 SN1386.an estimated accuracy of +/- 6 seconds.
 SN1386
 SN1386.The orthometric height was determined by differential leveling
 SN1386.and adjusted by the National Geodetic Survey in June 1991..
 SN1386
 SN1386.The geoid height was determined by GEOID03.
 SN1386
 SN1386.The dynamic height is computed by dividing the NAVD 88
 SN1386.geopotential number by the normal gravity value computed on the
 SN1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1386.degrees latitude (g = 980.6199 gals.).
 SN1386
 SN1386.The modeled gravity was interpolated from observed gravity values.
 SN1386
 SN1386;                    North         East    Units  Estimated Accuracy
 SN1386;SPC ND N     -   100,560.      491,630.      MT  (+/- 180 meters Scaled)
 SN1386
 SN1386                          SUPERSEDED SURVEY CONTROL
 SN1386
 SN1386  NGVD 29 (??/??/92)  652.51   (m)         2140.8    (f) COMPUTED    2 0
 SN1386
 SN1386.Superseded values are not recommended for survey control.
 SN1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1386.See file dsdata.txt to determine how the superseded data were derived.
 SN1386
 SN1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU795088(NAD 83)
 SN1386_MARKER: Z = SEE DESCRIPTION
 SN1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1386_SP_SET: CONCRETE PEDESTAL
 SN1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1386
 SN1386  HISTORY     - Date     Condition        Report By
 SN1386  HISTORY     - UNK      MONUMENTED       DOD
 SN1386  HISTORY     - 1962     GOOD             NGS
 SN1386
 SN1386                          STATION DESCRIPTION
 SN1386
 SN1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1386'13.9 MI SW FROM MAKOTI.
 SN1386'ABOUT 8.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1386'AT MAKOTI, THENCE 5.35 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.45
 SN1386'MILE EAST ACROSS A FIELD, ABOUT 1100 FEET NORTH-NORTHWEST OF SITE F 8,
 SN1386'A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1319 ***********************************************************************
 TG1319  DESIGNATION -  F 8 RESET
 TG1319  PID         -  TG1319
 TG1319  STATE/COUNTY-  ND/WILLIAMS
 TG1319  USGS QUAD   -  WILLISTON EAST (1976)
 TG1319
 TG1319                         *CURRENT SURVEY CONTROL
 TG1319  ___________________________________________________________________
 TG1319* NAD 83(1986)-  48 08 44.     (N)    103 37 16.     (W)     SCALED    
 TG1319* NAVD 88     -       573.35   (meters)    1881.1    (feet)  RESET     
 TG1319  ___________________________________________________________________
 TG1319  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1319
 TG1319  VERT ORDER  -  THIRD
 TG1319
 TG1319.The horizontal coordinates were scaled from a topographic map and have
 TG1319.an estimated accuracy of +/- 6 seconds.
 TG1319
 TG1319.The orthometric height was computed from unverified reset data.
 TG1319.No vertical observational check was made to the station.
 TG1319
 TG1319.The geoid height was determined by GEOID03.
 TG1319
 TG1319;                    North         East    Units  Estimated Accuracy
 TG1319;SPC ND N     -   132,070.      367,820.      MT  (+/- 180 meters Scaled)
 TG1319
 TG1319                          SUPERSEDED SURVEY CONTROL
 TG1319
 TG1319  NGVD 29 (11/04/04)  572.86   (m)         1879.5    (f) RESET       3  
 TG1319
 TG1319.Superseded values are not recommended for survey control.
 TG1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1319.See file dsdata.txt to determine how the superseded data were derived.
 TG1319
 TG1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP025333(NAD 83)
 TG1319_MARKER: DB = BENCH MARK DISK
 TG1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1319_SP_SET: CONCRETE BASE
 TG1319_STAMPING: F 8 RESET 1974
 TG1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1319
 TG1319  HISTORY     - Date     Condition        Report By
 TG1319  HISTORY     - 1974     MONUMENTED       NGS
 TG1319  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1319
 TG1319                          STATION DESCRIPTION
 TG1319
 TG1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TG1319'IN WILLISTON.
 TG1319'AT THE NORTHWESTERN FEDERAL SAVINGS AND LOAN BANK, IN THE NORTHEAST
 TG1319'CORNER OF THE INTERSECTION OF MAIN AND 2ND STREETS, 92 FEET NORTH OF
 TG1319'THE CENTER OF 2ND STREET, 43 FEET EAST OF THE CENTER OF MAIN STREET,
 TG1319'27 FEET SOUTH OF THE NORTHWEST CORNER OF THE BANK BUILDING, 5.5 FEET
 TG1319'WEST OF THE WEST EDGE OF THE BUILDING, 1.2 FEET ABOVE GROUND LEVEL AND
 TG1319'SET IN A DRILL HOLE IN THE TOP OF A 3 X 3 FOOT SQUARE CONCRETE BASE
 TG1319'FOR A FLAG POLE.
 TG1319
 TG1319                          STATION RECOVERY (1981)
 TG1319
 TG1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1319'THE FLAGPOLE FOUNDATION NOW SUPPORTS A SIGN AND IS COVERED WITH METAL
 TG1319'BUT THE MARK MAY STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1384 ***********************************************************************
 SN1384  DESIGNATION -  F 8 Z
 SN1384  PID         -  SN1384
 SN1384  STATE/COUNTY-  ND/MOUNTRAIL
 SN1384  USGS QUAD   -  WABEK (1980)
 SN1384
 SN1384                         *CURRENT SURVEY CONTROL
 SN1384  ___________________________________________________________________
 SN1384* NAD 83(1986)-  47 53 46.     (N)    101 57 17.     (W)     SCALED    
 SN1384* NAVD 88     -       653.315  (meters)    2143.42   (feet)  ADJUSTED  
 SN1384  ___________________________________________________________________
 SN1384  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SN1384  DYNAMIC HT  -         653.402 (meters)    2143.70  (feet)  COMP
 SN1384  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SN1384
 SN1384  VERT ORDER  -  SECOND    CLASS 0
 SN1384
 SN1384.The horizontal coordinates were scaled from a topographic map and have
 SN1384.an estimated accuracy of +/- 6 seconds.
 SN1384
 SN1384.The orthometric height was determined by differential leveling
 SN1384.and adjusted by the National Geodetic Survey in June 1991..
 SN1384
 SN1384.The geoid height was determined by GEOID03.
 SN1384
 SN1384.The dynamic height is computed by dividing the NAVD 88
 SN1384.geopotential number by the normal gravity value computed on the
 SN1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1384.degrees latitude (g = 980.6199 gals.).
 SN1384
 SN1384.The modeled gravity was interpolated from observed gravity values.
 SN1384
 SN1384;                    North         East    Units  Estimated Accuracy
 SN1384;SPC ND N     -   100,660.      491,240.      MT  (+/- 180 meters Scaled)
 SN1384
 SN1384                          SUPERSEDED SURVEY CONTROL
 SN1384
 SN1384  NGVD 29 (??/??/92)  652.89   (m)         2142.0    (f) COMPUTED    2 0
 SN1384
 SN1384.Superseded values are not recommended for survey control.
 SN1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1384.See file dsdata.txt to determine how the superseded data were derived.
 SN1384
 SN1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU791089(NAD 83)
 SN1384_MARKER: DS = TRIANGULATION STATION DISK
 SN1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1384_STAMPING: F 8 Z 1962
 SN1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1384+STABILITY: SURFACE MOTION
 SN1384
 SN1384  HISTORY     - Date     Condition        Report By
 SN1384  HISTORY     - 1962     MONUMENTED       CGS
 SN1384
 SN1384                          STATION DESCRIPTION
 SN1384
 SN1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1384'13.7 MI SW FROM MAKOTI.
 SN1384'ABOUT 8.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1384'AT MAKOTI, THENCE 5.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2
 SN1384'MILE EAST ACROSS A FIELD, ON THE CREST OF A HILL, 98.0 FEET NORTHEAST
 SN1384'OF R.M. 2, 81.0 FEET NORTHWEST OF R.M. 1, 5.0 FEET SOUTHEAST OF A
 SN1384'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SN1384'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1385 ***********************************************************************
 SN1385  DESIGNATION -  F 8 Z RM 1
 SN1385  PID         -  SN1385
 SN1385  STATE/COUNTY-  ND/MOUNTRAIL
 SN1385  USGS QUAD   -  WABEK (1980)
 SN1385
 SN1385                         *CURRENT SURVEY CONTROL
 SN1385  ___________________________________________________________________
 SN1385* NAD 83(1986)-  47 53 45.     (N)    101 57 17.     (W)     SCALED    
 SN1385* NAVD 88     -       652.792  (meters)    2141.70   (feet)  ADJUSTED  
 SN1385  ___________________________________________________________________
 SN1385  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SN1385  DYNAMIC HT  -         652.879 (meters)    2141.99  (feet)  COMP
 SN1385  MODELED GRAV-     980,723.4   (mgal)                       NAVD 88
 SN1385
 SN1385  VERT ORDER  -  SECOND    CLASS 0
 SN1385
 SN1385.The horizontal coordinates were scaled from a topographic map and have
 SN1385.an estimated accuracy of +/- 6 seconds.
 SN1385
 SN1385.The orthometric height was determined by differential leveling
 SN1385.and adjusted by the National Geodetic Survey in June 1991..
 SN1385
 SN1385.The geoid height was determined by GEOID03.
 SN1385
 SN1385.The dynamic height is computed by dividing the NAVD 88
 SN1385.geopotential number by the normal gravity value computed on the
 SN1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1385.degrees latitude (g = 980.6199 gals.).
 SN1385
 SN1385.The modeled gravity was interpolated from observed gravity values.
 SN1385
 SN1385;                    North         East    Units  Estimated Accuracy
 SN1385;SPC ND N     -   100,630.      491,240.      MT  (+/- 180 meters Scaled)
 SN1385
 SN1385                          SUPERSEDED SURVEY CONTROL
 SN1385
 SN1385  NGVD 29 (??/??/92)  652.37   (m)         2140.3    (f) COMPUTED    2 0
 SN1385
 SN1385.Superseded values are not recommended for survey control.
 SN1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1385.See file dsdata.txt to determine how the superseded data were derived.
 SN1385
 SN1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU791089(NAD 83)
 SN1385_MARKER: DR = REFERENCE MARK DISK
 SN1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1385_STAMPING: F 8 Z NO 1 1962
 SN1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1385+STABILITY: SURFACE MOTION
 SN1385
 SN1385  HISTORY     - Date     Condition        Report By
 SN1385  HISTORY     - 1962     MONUMENTED       CGS
 SN1385
 SN1385                          STATION DESCRIPTION
 SN1385
 SN1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1385'13.7 MI SW FROM MAKOTI.
 SN1385'ABOUT 8.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1385'AT MAKOTI, THENCE 5.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2
 SN1385'MILE EAST ACROSS A FIELD, ON THE CREST OF A HILL, 112.0 FEET EAST OF
 SN1385'R.M. 2, 81.0 FEET SOUTHEAST OF F 8 Z 1962, AND SET IN THE TOP OF A
 SN1385'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1383 ***********************************************************************
 SN1383  DESIGNATION -  F 8 Z RM 2
 SN1383  PID         -  SN1383
 SN1383  STATE/COUNTY-  ND/MOUNTRAIL
 SN1383  USGS QUAD   -  WABEK (1980)
 SN1383
 SN1383                         *CURRENT SURVEY CONTROL
 SN1383  ___________________________________________________________________
 SN1383* NAD 83(1986)-  47 53 45.     (N)    101 57 18.     (W)     SCALED    
 SN1383* NAVD 88     -       651.993  (meters)    2139.08   (feet)  ADJUSTED  
 SN1383  ___________________________________________________________________
 SN1383  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 SN1383  DYNAMIC HT  -         652.080 (meters)    2139.37  (feet)  COMP
 SN1383  MODELED GRAV-     980,723.5   (mgal)                       NAVD 88
 SN1383
 SN1383  VERT ORDER  -  SECOND    CLASS 0
 SN1383
 SN1383.The horizontal coordinates were scaled from a topographic map and have
 SN1383.an estimated accuracy of +/- 6 seconds.
 SN1383
 SN1383.The orthometric height was determined by differential leveling
 SN1383.and adjusted by the National Geodetic Survey in June 1991..
 SN1383
 SN1383.The geoid height was determined by GEOID03.
 SN1383
 SN1383.The dynamic height is computed by dividing the NAVD 88
 SN1383.geopotential number by the normal gravity value computed on the
 SN1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1383.degrees latitude (g = 980.6199 gals.).
 SN1383
 SN1383.The modeled gravity was interpolated from observed gravity values.
 SN1383
 SN1383;                    North         East    Units  Estimated Accuracy
 SN1383;SPC ND N     -   100,630.      491,220.      MT  (+/- 180 meters Scaled)
 SN1383
 SN1383                          SUPERSEDED SURVEY CONTROL
 SN1383
 SN1383  NGVD 29 (??/??/92)  651.57   (m)         2137.7    (f) COMPUTED    2 0
 SN1383
 SN1383.Superseded values are not recommended for survey control.
 SN1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1383.See file dsdata.txt to determine how the superseded data were derived.
 SN1383
 SN1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU791089(NAD 83)
 SN1383_MARKER: DR = REFERENCE MARK DISK
 SN1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1383_STAMPING: F 8 Z NO 2 1962
 SN1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1383+STABILITY: SURFACE MOTION
 SN1383
 SN1383  HISTORY     - Date     Condition        Report By
 SN1383  HISTORY     - 1962     MONUMENTED       CGS
 SN1383
 SN1383                          STATION DESCRIPTION
 SN1383
 SN1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1383'13.7 MI SW FROM MAKOTI.
 SN1383'ABOUT 8.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1383'AT MAKOTI, THENCE 5.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2
 SN1383'MILE EAST ACROSS A FIELD, ON THE CREST OF A HILL, 112.0 FEET WEST OF
 SN1383'R.M. 1, 98.0 FEET SOUTHWEST OF THE STATION F 8 Z 1962, AND SET IN THE
 SN1383'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0598 ***********************************************************************
 SN0598  DESIGNATION -  F 80
 SN0598  PID         -  SN0598
 SN0598  STATE/COUNTY-  ND/MCLEAN
 SN0598  USGS QUAD   -  GARRISON (1981)
 SN0598
 SN0598                         *CURRENT SURVEY CONTROL
 SN0598  ___________________________________________________________________
 SN0598* NAD 83(1986)-  47 38 50.     (N)    101 25 37.     (W)     SCALED    
 SN0598* NAVD 88     -       571.122  (meters)    1873.76   (feet)  ADJUSTED  
 SN0598  ___________________________________________________________________
 SN0598  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SN0598  DYNAMIC HT  -         571.172 (meters)    1873.92  (feet)  COMP
 SN0598  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 SN0598
 SN0598  VERT ORDER  -  SECOND    CLASS 0
 SN0598
 SN0598.The horizontal coordinates were scaled from a topographic map and have
 SN0598.an estimated accuracy of +/- 6 seconds.
 SN0598
 SN0598.The orthometric height was determined by differential leveling
 SN0598.and adjusted by the National Geodetic Survey in June 1991..
 SN0598
 SN0598.The geoid height was determined by GEOID03.
 SN0598
 SN0598.The dynamic height is computed by dividing the NAVD 88
 SN0598.geopotential number by the normal gravity value computed on the
 SN0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0598.degrees latitude (g = 980.6199 gals.).
 SN0598
 SN0598.The modeled gravity was interpolated from observed gravity values.
 SN0598
 SN0598;                    North         East    Units  Estimated Accuracy
 SN0598;SPC ND N     -    72,380.      530,360.      MT  (+/- 180 meters Scaled)
 SN0598
 SN0598                          SUPERSEDED SURVEY CONTROL
 SN0598
 SN0598  NGVD 29 (??/??/92)  570.73   (m)         1872.5    (f) COMPUTED    2 0
 SN0598
 SN0598.Superseded values are not recommended for survey control.
 SN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0598.See file dsdata.txt to determine how the superseded data were derived.
 SN0598
 SN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT177799(NAD 83)
 SN0598_MARKER: DB = BENCH MARK DISK
 SN0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0598_STAMPING: F-80 -- 1934
 SN0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0598+STABILITY: SURFACE MOTION
 SN0598
 SN0598  HISTORY     - Date     Condition        Report By
 SN0598  HISTORY     - 1934     MONUMENTED       CGS
 SN0598  HISTORY     - 1969     GOOD             NDHD
 SN0598
 SN0598                          STATION DESCRIPTION
 SN0598
 SN0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0598'0.7 MI W FROM GARRISON.
 SN0598'LOCATED 0.7 OF MILE WEST OF THE POST OFFICE AT GARRISON.  AT POINT
 SN0598'WHERE A SPUR LINE OF THE SOO LINE RWY. CROSSES HY. NO. 37.  45.9 FT.
 SN0598'EAST OF EAST RAIL OF TRACK.  40 FT. NORTH OF CENTERLINE OF STATE HY.
 SN0598'NO. 37.  12 FT. NORTH OF CORNER OF WIRE FENCE.  1.5 FT. WEST OF R/W
 SN0598'FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN. HIGH.
 SN0598
 SN0598                          STATION RECOVERY (1969)
 SN0598
 SN0598'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969
 SN0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0599 ***********************************************************************
 SN0599  DESIGNATION -  F 80 RESET
 SN0599  PID         -  SN0599
 SN0599  STATE/COUNTY-  ND/MCLEAN
 SN0599  USGS QUAD   -  GARRISON (1981)
 SN0599
 SN0599                         *CURRENT SURVEY CONTROL
 SN0599  ___________________________________________________________________
 SN0599* NAD 83(1986)-  47 38 50.     (N)    101 25 37.     (W)     SCALED    
 SN0599* NAVD 88     -       570.707  (meters)    1872.39   (feet)  ADJUSTED  
 SN0599  ___________________________________________________________________
 SN0599  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 SN0599  DYNAMIC HT  -         570.757 (meters)    1872.56  (feet)  COMP
 SN0599  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 SN0599
 SN0599  VERT ORDER  -  SECOND    CLASS 0
 SN0599
 SN0599.The horizontal coordinates were scaled from a topographic map and have
 SN0599.an estimated accuracy of +/- 6 seconds.
 SN0599
 SN0599.The orthometric height was determined by differential leveling
 SN0599.and adjusted by the National Geodetic Survey in June 1991..
 SN0599
 SN0599.The geoid height was determined by GEOID03.
 SN0599
 SN0599.The dynamic height is computed by dividing the NAVD 88
 SN0599.geopotential number by the normal gravity value computed on the
 SN0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0599.degrees latitude (g = 980.6199 gals.).
 SN0599
 SN0599.The modeled gravity was interpolated from observed gravity values.
 SN0599
 SN0599;                    North         East    Units  Estimated Accuracy
 SN0599;SPC ND N     -    72,380.      530,360.      MT  (+/- 180 meters Scaled)
 SN0599
 SN0599                          SUPERSEDED SURVEY CONTROL
 SN0599
 SN0599  NGVD 29 (??/??/92)  570.312  (m)         1871.10   (f) ADJ UNCH    2 0
 SN0599
 SN0599.Superseded values are not recommended for survey control.
 SN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0599.See file dsdata.txt to determine how the superseded data were derived.
 SN0599
 SN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT177799(NAD 83)
 SN0599_MARKER: DB = BENCH MARK DISK
 SN0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0599_STAMPING: F 80 RESET 1949
 SN0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0599+STABILITY: SURFACE MOTION
 SN0599
 SN0599  HISTORY     - Date     Condition        Report By
 SN0599  HISTORY     - 1949     MONUMENTED       CGS
 SN0599  HISTORY     - 1962     GOOD             NGS
 SN0599  HISTORY     - 1976     GOOD             NGS
 SN0599
 SN0599                          STATION DESCRIPTION
 SN0599
 SN0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0599'1 MI SW FROM GARRISON.
 SN0599'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0599'AT GARRISON, THENCE 0.7 MILE WEST ALONG STATE HIGHWAY 37, AT A FENCE
 SN0599'CORNER, 93 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 32.4 FEET
 SN0599'NORTHWEST OF A FENCE CORNER, 13.2 FEET NORTH OF A FENCE, 6 FEET NORTH
 SN0599'OF A POWER POLE, 1 FOOT NORTH OF A GUARD RAIL, 1.5 FEET EAST OF A
 SN0599'WITNESS POST, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0599'FOOT.
 SN0599
 SN0599                          STATION RECOVERY (1976)
 SN0599
 SN0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SN0599'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0599'AT GARRISON, THENCE 0.7 MILE WEST ALONG STATE HIGHWAY 37, 93 FEET
 SN0599'NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET NORTH OF A POWER POLE, 1.5
 SN0599'FEET NORTH OF A RIGHT-OF-WAY MARKER. (USE WITH CAUTION, MAY HAVE BEEN
 SN0599'DISTURBED DURING INSTALLATION OF UNDERGROUND TELEPHONE CABLE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0980 ***********************************************************************
 SN0980  DESIGNATION -  F 81
 SN0980  PID         -  SN0980
 SN0980  STATE/COUNTY-  ND/MERCER
 SN0980  USGS QUAD   -  HAZEN WEST (1968)
 SN0980
 SN0980                         *CURRENT SURVEY CONTROL
 SN0980  ___________________________________________________________________
 SN0980* NAD 83(1986)-  47 15 54.     (N)    101 41 39.     (W)     SCALED    
 SN0980* NAVD 88     -       537.460  (meters)    1763.32   (feet)  ADJUSTED  
 SN0980  ___________________________________________________________________
 SN0980  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 SN0980  DYNAMIC HT  -         537.490 (meters)    1763.42  (feet)  COMP
 SN0980  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 SN0980
 SN0980  VERT ORDER  -  SECOND    CLASS 0
 SN0980
 SN0980.The horizontal coordinates were scaled from a topographic map and have
 SN0980.an estimated accuracy of +/- 6 seconds.
 SN0980
 SN0980.The orthometric height was determined by differential leveling
 SN0980.and adjusted by the National Geodetic Survey in June 1991..
 SN0980.WARNING-Repeat measurements at this control monument indicate possible
 SN0980.vertical movement.
 SN0980
 SN0980.The geoid height was determined by GEOID03.
 SN0980
 SN0980.The dynamic height is computed by dividing the NAVD 88
 SN0980.geopotential number by the normal gravity value computed on the
 SN0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0980.degrees latitude (g = 980.6199 gals.).
 SN0980
 SN0980.The modeled gravity was interpolated from observed gravity values.
 SN0980
 SN0980;                    North         East    Units  Estimated Accuracy
 SN0980;SPC ND S     -   178,360.      509,630.      MT  (+/- 180 meters Scaled)
 SN0980
 SN0980                          SUPERSEDED SURVEY CONTROL
 SN0980
 SN0980  NGVD 29 (??/??/92)  537.052  (m)         1761.98   (f) ADJ UNCH    2 0
 SN0980
 SN0980.Superseded values are not recommended for survey control.
 SN0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0980.See file dsdata.txt to determine how the superseded data were derived.
 SN0980
 SN0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT961381(NAD 83)
 SN0980_MARKER: DB = BENCH MARK DISK
 SN0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0980_STAMPING: F 81 1934 1761.922
 SN0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0980+STABILITY: SURFACE MOTION
 SN0980
 SN0980  HISTORY     - Date     Condition        Report By
 SN0980  HISTORY     - 1934     MONUMENTED       CGS
 SN0980  HISTORY     - 1958     GOOD             NGS
 SN0980
 SN0980                          STATION DESCRIPTION
 SN0980
 SN0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0980'4.15 MI SW FROM HAZEN.
 SN0980'4.15 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0980'STATION AT HAZEN, OR ABOUT 4.15 MILES EAST ALONG THE NORTHERN PACIFIC
 SN0980'RAILROAD FROM THE STATION AT BEULAH, 16 POLES SOUTHWEST OF MILEPOST
 SN0980'68, 45 FEET SOUTH OF THE SOUTH RAIL, AT THE WEST END OF A CUT, 14 FEET
 SN0980'WEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 1 FOOT EAST OF A
 SN0980'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN
 SN0980'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0373 ***********************************************************************
 SO0373  DESIGNATION -  F 82
 SO0373  PID         -  SO0373
 SO0373  STATE/COUNTY-  ND/DUNN
 SO0373  USGS QUAD   -  DUNN CENTER (1973)
 SO0373
 SO0373                         *CURRENT SURVEY CONTROL
 SO0373  ___________________________________________________________________
 SO0373* NAD 83(1986)-  47 21 04.     (N)    102 35 36.     (W)     SCALED    
 SO0373* NAVD 88     -       659.166  (meters)    2162.61   (feet)  ADJUSTED  
 SO0373  ___________________________________________________________________
 SO0373  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SO0373  DYNAMIC HT  -         659.210 (meters)    2162.76  (feet)  COMP
 SO0373  MODELED GRAV-     980,658.1   (mgal)                       NAVD 88
 SO0373
 SO0373  VERT ORDER  -  SECOND    CLASS 0
 SO0373
 SO0373.The horizontal coordinates were scaled from a topographic map and have
 SO0373.an estimated accuracy of +/- 6 seconds.
 SO0373
 SO0373.The orthometric height was determined by differential leveling
 SO0373.and adjusted by the National Geodetic Survey in June 1991..
 SO0373
 SO0373.The geoid height was determined by GEOID03.
 SO0373
 SO0373.The dynamic height is computed by dividing the NAVD 88
 SO0373.geopotential number by the normal gravity value computed on the
 SO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0373.degrees latitude (g = 980.6199 gals.).
 SO0373
 SO0373.The modeled gravity was interpolated from observed gravity values.
 SO0373
 SO0373;                    North         East    Units  Estimated Accuracy
 SO0373;SPC ND S     -   189,350.      441,860.      MT  (+/- 180 meters Scaled)
 SO0373
 SO0373                          SUPERSEDED SURVEY CONTROL
 SO0373
 SO0373  NGVD 29 (??/??/92)  658.705  (m)         2161.10   (f) ADJ UNCH    2 0
 SO0373
 SO0373.Superseded values are not recommended for survey control.
 SO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0373.See file dsdata.txt to determine how the superseded data were derived.
 SO0373
 SO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN817469(NAD 83)
 SO0373_MARKER: DB = BENCH MARK DISK
 SO0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0373_STAMPING: F 82 1934
 SO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0373+STABILITY: SURFACE MOTION
 SO0373
 SO0373  HISTORY     - Date     Condition        Report By
 SO0373  HISTORY     - 1934     MONUMENTED       CGS
 SO0373  HISTORY     - 1938     GOOD             NGS
 SO0373
 SO0373                          STATION DESCRIPTION
 SO0373
 SO0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0373'1.3 MI E FROM DUNN CENTER.
 SO0373'1.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SO0373'DUNN CENTER, DUNN COUNTY, 0.2 MILE WEST OF A ROAD CROSSING, 200 YARDS
 SO0373'WEST OF MILEPOST 113, AT THE POINT WHERE THE RIGHT-OF-WAY CHANGES FROM
 SO0373'100 TO 200 FEET WIDE, 45 FEET SOUTH OF THE SOUTH RAIL, 4 FEET EAST OF
 SO0373'A FENCE CORNER, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN
 SO0373'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0919 ***********************************************************************
 SN0919  DESIGNATION -  F 83
 SN0919  PID         -  SN0919
 SN0919  STATE/COUNTY-  ND/MERCER
 SN0919  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0919
 SN0919                         *CURRENT SURVEY CONTROL
 SN0919  ___________________________________________________________________
 SN0919* NAD 83(1986)-  47 05 22.     (N)    101 47 09.     (W)     SCALED    
 SN0919* NAVD 88     -       642.718  (meters)    2108.65   (feet)  ADJUSTED  
 SN0919  ___________________________________________________________________
 SN0919  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SN0919  DYNAMIC HT  -         642.729 (meters)    2108.69  (feet)  COMP
 SN0919  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 SN0919
 SN0919  VERT ORDER  -  SECOND    CLASS 0
 SN0919
 SN0919.The horizontal coordinates were scaled from a topographic map and have
 SN0919.an estimated accuracy of +/- 6 seconds.
 SN0919
 SN0919.The orthometric height was determined by differential leveling
 SN0919.and adjusted by the National Geodetic Survey in June 1991..
 SN0919
 SN0919.The geoid height was determined by GEOID03.
 SN0919
 SN0919.The dynamic height is computed by dividing the NAVD 88
 SN0919.geopotential number by the normal gravity value computed on the
 SN0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0919.degrees latitude (g = 980.6199 gals.).
 SN0919
 SN0919.The modeled gravity was interpolated from observed gravity values.
 SN0919
 SN0919;                    North         East    Units  Estimated Accuracy
 SN0919;SPC ND S     -   158,950.      502,380.      MT  (+/- 180 meters Scaled)
 SN0919
 SN0919                          SUPERSEDED SURVEY CONTROL
 SN0919
 SN0919  NGVD 29 (??/??/92)  642.297  (m)         2107.27   (f) ADJ UNCH    2 0
 SN0919
 SN0919.Superseded values are not recommended for survey control.
 SN0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0919.See file dsdata.txt to determine how the superseded data were derived.
 SN0919
 SN0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT885188(NAD 83)
 SN0919_MARKER: DB = BENCH MARK DISK
 SN0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0919_STAMPING: F-83 -- 1934
 SN0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0919+STABILITY: SURFACE MOTION
 SN0919
 SN0919  HISTORY     - Date     Condition        Report By
 SN0919  HISTORY     - 1934     MONUMENTED       CGS
 SN0919  HISTORY     - 1956     GOOD             NGS
 SN0919
 SN0919                          STATION DESCRIPTION
 SN0919
 SN0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0919'12.1 MI S FROM BEULAH.
 SN0919'F-83 IS LOCATED 12.1 MILES SOUTH OF THE CROSSING OF STATE HY. NO. 49
 SN0919'AND THE N.P. RWY. AT BEULAH.  AT FOOT OF A HILL WHERE ROAD CURVES TO
 SN0919'EAST AROUND HILL.  270 YDS. SOUTH OF A BRIDGE ON HIGHWAY.  89 FT.
 SN0919'NORTHWEST OF A FARM ROAD THAT TURNS OFF HIGHWAY TO THE WEST.  60 FT.
 SN0919'EAST OF A WIRE FENCE.  53 1/2 FT. SOUTHWEST OF CENTERLINE OF HIGHWAY.
 SN0919'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 SN0919
 SN0919                          STATION RECOVERY (1956)
 SN0919
 SN0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0920 ***********************************************************************
 SN0920  DESIGNATION -  F 83 RESET
 SN0920  PID         -  SN0920
 SN0920  STATE/COUNTY-  ND/MERCER
 SN0920  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0920
 SN0920                         *CURRENT SURVEY CONTROL
 SN0920  ___________________________________________________________________
 SN0920* NAD 83(1986)-  47 05 23.     (N)    101 47 07.     (W)     SCALED    
 SN0920* NAVD 88     -       643.31   (+/-2cm)    2110.6    (feet)  VERTCON   
 SN0920  ___________________________________________________________________
 SN0920  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SN0920
 SN0920  VERT ORDER  -  THIRD (See Below)
 SN0920
 SN0920.The horizontal coordinates were scaled from a topographic map and have
 SN0920.an estimated accuracy of +/- 6 seconds.
 SN0920
 SN0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0920.The vertical order pertains to the NGVD 29 superseded value.
 SN0920
 SN0920.The geoid height was determined by GEOID03.
 SN0920
 SN0920;                    North         East    Units  Estimated Accuracy
 SN0920;SPC ND S     -   158,980.      502,420.      MT  (+/- 180 meters Scaled)
 SN0920
 SN0920                          SUPERSEDED SURVEY CONTROL
 SN0920
 SN0920  NGVD 29 (11/04/04)  642.89   (m)         2109.2    (f) RESET       3  
 SN0920
 SN0920.Superseded values are not recommended for survey control.
 SN0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0920.See file dsdata.txt to determine how the superseded data were derived.
 SN0920
 SN0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT886188(NAD 83)
 SN0920_MARKER: DB = BENCH MARK DISK
 SN0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0920_STAMPING: F 83 RESET 1962
 SN0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0920+STABILITY: SURFACE MOTION
 SN0920
 SN0920  HISTORY     - Date     Condition        Report By
 SN0920  HISTORY     - 1962     MONUMENTED       CGS
 SN0920  HISTORY     - 1972     POOR             USGS
 SN0920
 SN0920                          STATION DESCRIPTION
 SN0920
 SN0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0920'11.8 MI S FROM BEULAH.
 SN0920'11.8 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF THE
 SN0920'NORTHERN PACIFIC RAILWAY TO THE WEST OF BEULAH, 1.5 MILES SOUTH OF THE
 SN0920'JUNCTION OF COUNTY ROUTE 26 LEADING EAST, 0.15 MILE SOUTH OF A BRIDGE,
 SN0920'AT A HALF-SECTION LINE, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 SN0920'AND 38.5 FEET NORTHWEST OF A POWERLINE POLE, AND SET IN THE TOP OF A
 SN0920'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 SN0920
 SN0920                          STATION RECOVERY (1972)
 SN0920
 SN0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SN0920'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0404 ***********************************************************************
 SO0404  DESIGNATION -  F 84
 SO0404  PID         -  SO0404
 SO0404  STATE/COUNTY-  ND/DUNN
 SO0404  USGS QUAD   -  MANNING SE (1973)
 SO0404
 SO0404                         *CURRENT SURVEY CONTROL
 SO0404  ___________________________________________________________________
 SO0404* NAD 83(1986)-  47 00 12.     (N)    102 48 00.     (W)     SCALED    
 SO0404* NAVD 88     -       792.280  (meters)    2599.34   (feet)  ADJUSTED  
 SO0404  ___________________________________________________________________
 SO0404  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SO0404  DYNAMIC HT  -         792.289 (meters)    2599.37  (feet)  COMP
 SO0404  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 SO0404
 SO0404  VERT ORDER  -  SECOND    CLASS 0
 SO0404
 SO0404.The horizontal coordinates were scaled from a topographic map and have
 SO0404.an estimated accuracy of +/- 6 seconds.
 SO0404
 SO0404.The orthometric height was determined by differential leveling
 SO0404.and adjusted by the National Geodetic Survey in June 1991..
 SO0404
 SO0404.The geoid height was determined by GEOID03.
 SO0404
 SO0404.The dynamic height is computed by dividing the NAVD 88
 SO0404.geopotential number by the normal gravity value computed on the
 SO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0404.degrees latitude (g = 980.6199 gals.).
 SO0404
 SO0404.The modeled gravity was interpolated from observed gravity values.
 SO0404
 SO0404;                    North         East    Units  Estimated Accuracy
 SO0404;SPC ND S     -   151,140.      425,120.      MT  (+/- 180 meters Scaled)
 SO0404
 SO0404                          SUPERSEDED SURVEY CONTROL
 SO0404
 SO0404  NGVD 29 (??/??/92)  791.749  (m)         2597.60   (f) ADJ UNCH    2 0
 SO0404
 SO0404.Superseded values are not recommended for survey control.
 SO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0404.See file dsdata.txt to determine how the superseded data were derived.
 SO0404
 SO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN672078(NAD 83)
 SO0404_MARKER: DB = BENCH MARK DISK
 SO0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0404_STAMPING: F 84 1934
 SO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0404+STABILITY: SURFACE MOTION
 SO0404
 SO0404  HISTORY     - Date     Condition        Report By
 SO0404  HISTORY     - 1934     MONUMENTED       CGS
 SO0404  HISTORY     - 1958     MARK NOT FOUND   USGS
 SO0404
 SO0404                          STATION DESCRIPTION
 SO0404
 SO0404'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 SO0404'8.9 MI N FROM DICKINSON.
 SO0404'IN DUNN COUNTY, 8.9 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE
 SO0404'NORTHERN PACIFIC RAILWAY STATION AT DICKINSON, STARK COUNTY, 284 FEET
 SO0404'NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING WEST TO A FARMHOUSE, AND
 SO0404'31 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0404'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- ROAD BUILDING
 SO0404'OPERATIONS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0570 ***********************************************************************
 SO0570  DESIGNATION -  F 85
 SO0570  PID         -  SO0570
 SO0570  STATE/COUNTY-  ND/MCKENZIE
 SO0570  USGS QUAD   -  GRASSY BUTTE SW (1974)
 SO0570
 SO0570                         *CURRENT SURVEY CONTROL
 SO0570  ___________________________________________________________________
 SO0570* NAD 83(1986)-  47 21 55.     (N)    103 12 28.     (W)     SCALED    
 SO0570* NAVD 88     -       815.280  (meters)    2674.80   (feet)  ADJUSTED  
 SO0570  ___________________________________________________________________
 SO0570  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 SO0570  DYNAMIC HT  -         815.299 (meters)    2674.86  (feet)  COMP
 SO0570  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 SO0570
 SO0570  VERT ORDER  -  SECOND    CLASS 0
 SO0570
 SO0570.The horizontal coordinates were scaled from a topographic map and have
 SO0570.an estimated accuracy of +/- 6 seconds.
 SO0570
 SO0570.The orthometric height was determined by differential leveling
 SO0570.and adjusted by the National Geodetic Survey in June 1991..
 SO0570
 SO0570.The geoid height was determined by GEOID03.
 SO0570
 SO0570.The dynamic height is computed by dividing the NAVD 88
 SO0570.geopotential number by the normal gravity value computed on the
 SO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0570.degrees latitude (g = 980.6199 gals.).
 SO0570
 SO0570.The modeled gravity was interpolated from observed gravity values.
 SO0570
 SO0570;                    North         East    Units  Estimated Accuracy
 SO0570;SPC ND N     -    44,210.      395,500.      MT  (+/- 180 meters Scaled)
 SO0570
 SO0570                          SUPERSEDED SURVEY CONTROL
 SO0570
 SO0570  NGVD 29 (??/??/92)  814.743  (m)         2673.04   (f) ADJ UNCH    2 0
 SO0570
 SO0570.Superseded values are not recommended for survey control.
 SO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0570.See file dsdata.txt to determine how the superseded data were derived.
 SO0570
 SO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN353473(NAD 83)
 SO0570_MARKER: DB = BENCH MARK DISK
 SO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0570_STAMPING: F 85 1934
 SO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0570+STABILITY: SURFACE MOTION
 SO0570
 SO0570  HISTORY     - Date     Condition        Report By
 SO0570  HISTORY     - 1934     MONUMENTED       CGS
 SO0570  HISTORY     - 1961     MARK NOT FOUND   NGS
 SO0570
 SO0570                          STATION DESCRIPTION
 SO0570
 SO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0570'35.1 MI N FROM BELFIELD.
 SO0570'IN MCKENZIE COUNTY, ABOUT 35.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM
 SO0570'THE NORTHERN PACIFIC RAILWAY STATION AT BELFIELD, STARK COUNTY, ABOUT
 SO0570'36.1 MILES SOUTH OF THE CROSSING OF THE GREAT NORTHERN RAILWAY AT
 SO0570'WATFORD CITY, MCKENZIE COUNTY, ABOUT 1.9 MILES NORTH OF THE JUNCTION
 SO0570'OF STATE HIGHWAY 25, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE
 SO0570'HIGHWAY, AND 6 FEET EAST OF A PASTURE FENCE.  A STANDARD DISK, STAMPED
 SO0570'F 85 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 SO0570'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0638 ***********************************************************************
 SO0638  DESIGNATION -  F 86
 SO0638  PID         -  SO0638
 SO0638  STATE/COUNTY-  ND/MCKENZIE
 SO0638  USGS QUAD   -  CHARBONNEAU (1972)
 SO0638
 SO0638                         *CURRENT SURVEY CONTROL
 SO0638  ___________________________________________________________________
 SO0638* NAD 83(1986)-  47 52 08.     (N)    103 49 30.     (W)     SCALED    
 SO0638* NAVD 88     -       602.235  (meters)    1975.83   (feet)  POSTED    
 SO0638  ___________________________________________________________________
 SO0638  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0638  DYNAMIC HT  -         602.290 (meters)    1976.01  (feet)  COMP
 SO0638  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SO0638
 SO0638  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SO0638
 SO0638.The horizontal coordinates were scaled from a topographic map and have
 SO0638.an estimated accuracy of +/- 6 seconds.
 SO0638
 SO0638.The orthometric height was determined by differential leveling
 SO0638.and adjusted by the National Geodetic Survey in 1992..
 SO0638.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SO0638.rate of 0.0 thru 1.0 mm/km.
 SO0638
 SO0638.The geoid height was determined by GEOID03.
 SO0638
 SO0638.The dynamic height is computed by dividing the NAVD 88
 SO0638.geopotential number by the normal gravity value computed on the
 SO0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0638.degrees latitude (g = 980.6199 gals.).
 SO0638
 SO0638.The modeled gravity was interpolated from observed gravity values.
 SO0638
 SO0638;                    North         East    Units  Estimated Accuracy
 SO0638;SPC ND N     -   101,970.      351,330.      MT  (+/- 180 meters Scaled)
 SO0638
 SO0638                          SUPERSEDED SURVEY CONTROL
 SO0638
 SO0638  NGVD 29 (??/??/92)  601.702  (m)         1974.08   (f) ADJ UNCH    2 0
 SO0638
 SO0638.Superseded values are not recommended for survey control.
 SO0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0638.See file dsdata.txt to determine how the superseded data were derived.
 SO0638
 SO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP878023(NAD 83)
 SO0638_MARKER: DB = BENCH MARK DISK
 SO0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0638_STAMPING: F-86 -- 1934
 SO0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0638+STABILITY: SURFACE MOTION
 SO0638
 SO0638  HISTORY     - Date     Condition        Report By
 SO0638  HISTORY     - 1934     MONUMENTED       CGS
 SO0638
 SO0638                          STATION DESCRIPTION
 SO0638
 SO0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0638'3.1 MI W FROM CHARBONNEAU.
 SO0638'F-86 IS LOCATED 3.1 MILES WEST OF THE GREAT NORTHERN RAILWAY STATION
 SO0638'AT CHARBONNEAU.  29.3 FEET SOUTH OF SOUTH RAIL OF TRACK.  3 TELEGRAPH
 SO0638'POLES WEST OF MILE POST 10.  60 YARDS SOUTH OF A SMALL CREEK.  A
 SO0638'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0442 ***********************************************************************
 SO0442  DESIGNATION -  F 87
 SO0442  PID         -  SO0442
 SO0442  STATE/COUNTY-  ND/MCKENZIE
 SO0442  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0442
 SO0442                         *CURRENT SURVEY CONTROL
 SO0442  ___________________________________________________________________
 SO0442* NAD 83(1986)-  47 52 10.     (N)    102 56 28.     (W)     SCALED    
 SO0442* NAVD 88     -       727.393  (meters)    2386.46   (feet)  ADJUSTED  
 SO0442  ___________________________________________________________________
 SO0442  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0442  DYNAMIC HT  -         727.467 (meters)    2386.70  (feet)  COMP
 SO0442  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 SO0442
 SO0442  VERT ORDER  -  SECOND    CLASS 0
 SO0442
 SO0442.The horizontal coordinates were scaled from a topographic map and have
 SO0442.an estimated accuracy of +/- 6 seconds.
 SO0442
 SO0442.The orthometric height was determined by differential leveling
 SO0442.and adjusted by the National Geodetic Survey in June 1991..
 SO0442
 SO0442.The geoid height was determined by GEOID03.
 SO0442
 SO0442.The dynamic height is computed by dividing the NAVD 88
 SO0442.geopotential number by the normal gravity value computed on the
 SO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0442.degrees latitude (g = 980.6199 gals.).
 SO0442
 SO0442.The modeled gravity was interpolated from observed gravity values.
 SO0442
 SO0442;                    North         East    Units  Estimated Accuracy
 SO0442;SPC ND N     -    99,560.      417,410.      MT  (+/- 180 meters Scaled)
 SO0442
 SO0442                          SUPERSEDED SURVEY CONTROL
 SO0442
 SO0442  NGVD 29 (??/??/92)  726.89   (m)         2384.8    (f) COMPUTED    2 0
 SO0442
 SO0442.Superseded values are not recommended for survey control.
 SO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0442.See file dsdata.txt to determine how the superseded data were derived.
 SO0442
 SO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP539038(NAD 83)
 SO0442_MARKER: DB = BENCH MARK DISK
 SO0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0442_STAMPING: F-87 -- 1934
 SO0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0442+STABILITY: SURFACE MOTION
 SO0442
 SO0442  HISTORY     - Date     Condition        Report By
 SO0442  HISTORY     - 1934     MONUMENTED       CGS
 SO0442  HISTORY     - 1937     GOOD             NGS
 SO0442
 SO0442                          STATION DESCRIPTION
 SO0442
 SO0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0442'16.7 MI NE FROM SCHAFER.
 SO0442'LOCATED 16.7 MILES NORTHEAST OF SCHAFER.  21.6 MILES NORTHEAST OF
 SO0442'GREAT NORTHERN DEPOT AT WATFORD CITY.  ABOUT 86 YARDS NORTH OF TOP OF
 SO0442'STEEP HILL.  53 FEET EAST OF CENTER LINE OF STATE HWY.  23.  7 FEET
 SO0442'NORTH OF WIRE FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 2
 SO0442'INCHES HIGH.  NOTE-- 3.4 MI S OF KEENE.
 SO0442
 SO0442                          STATION RECOVERY (1937)
 SO0442
 SO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 SO0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0443 ***********************************************************************
 SO0443  DESIGNATION -  F 87 RESET
 SO0443  PID         -  SO0443
 SO0443  STATE/COUNTY-  ND/MCKENZIE
 SO0443  USGS QUAD   -  JOHNSONS CORNER (1965)
 SO0443
 SO0443                         *CURRENT SURVEY CONTROL
 SO0443  ___________________________________________________________________
 SO0443* NAD 83(1986)-  47 52 10.     (N)    102 56 27.     (W)     SCALED    
 SO0443* NAVD 88     -       726.86   (+/-2cm)    2384.7    (feet)  VERTCON   
 SO0443  ___________________________________________________________________
 SO0443  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0443
 SO0443  VERT ORDER  -  THIRD (See Below)
 SO0443
 SO0443.The horizontal coordinates were scaled from a topographic map and have
 SO0443.an estimated accuracy of +/- 6 seconds.
 SO0443
 SO0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0443.The vertical order pertains to the NGVD 29 superseded value.
 SO0443
 SO0443.The geoid height was determined by GEOID03.
 SO0443
 SO0443;                    North         East    Units  Estimated Accuracy
 SO0443;SPC ND N     -    99,560.      417,430.      MT  (+/- 180 meters Scaled)
 SO0443
 SO0443                          SUPERSEDED SURVEY CONTROL
 SO0443
 SO0443  NGVD 29 (??/??/??)  726.36   (m)         2383.1    (f) RESET       3  
 SO0443
 SO0443.Superseded values are not recommended for survey control.
 SO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0443.See file dsdata.txt to determine how the superseded data were derived.
 SO0443
 SO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP539038(NAD 83)
 SO0443_MARKER: DB = BENCH MARK DISK
 SO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0443_STAMPING: F 87 RESET 1958
 SO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0443+STABILITY: SURFACE MOTION
 SO0443
 SO0443  HISTORY     - Date     Condition        Report By
 SO0443  HISTORY     - 1958     MONUMENTED       CGS
 SO0443  HISTORY     - 20001206 GOOD             INDIV
 SO0443
 SO0443                          STATION DESCRIPTION
 SO0443
 SO0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0443'3.5 MI S FROM KEENE.
 SO0443'3.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT KEENE,
 SO0443'MCKENZIE COUNTY, 128 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24
 SO0443'FEET WEST OF A POWER LINE POLE AND 1 FOOT SOUTH OF THE HALF-SECTION
 SO0443'LINE FENCE.  A STANDARD DISK, STAMPED F 87 RESET 1958 AND SET IN THE
 SO0443'TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 SO0443'SURFACE OF THE GROUND.
 SO0443
 SO0443                          STATION RECOVERY (2000)
 SO0443
 SO0443'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000
 SO0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1046 ***********************************************************************
 SN1046  DESIGNATION -  F 88
 SN1046  PID         -  SN1046
 SN1046  STATE/COUNTY-  ND/MOUNTRAIL
 SN1046  USGS QUAD   -  WABEK (1980)
 SN1046
 SN1046                         *CURRENT SURVEY CONTROL
 SN1046  ___________________________________________________________________
 SN1046* NAD 83(1986)-  47 59 09.     (N)    101 55 19.     (W)     SCALED    
 SN1046* NAVD 88     -       626.040  (meters)    2053.93   (feet)  ADJUSTED  
 SN1046  ___________________________________________________________________
 SN1046  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 SN1046  DYNAMIC HT  -         626.128 (meters)    2054.22  (feet)  COMP
 SN1046  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 SN1046
 SN1046  VERT ORDER  -  SECOND    CLASS 0
 SN1046
 SN1046.The horizontal coordinates were scaled from a topographic map and have
 SN1046.an estimated accuracy of +/- 6 seconds.
 SN1046
 SN1046.The orthometric height was determined by differential leveling
 SN1046.and adjusted by the National Geodetic Survey in June 1991..
 SN1046.WARNING-Repeat measurements at this control monument indicate possible
 SN1046.vertical movement.
 SN1046
 SN1046.The geoid height was determined by GEOID03.
 SN1046
 SN1046.The dynamic height is computed by dividing the NAVD 88
 SN1046.geopotential number by the normal gravity value computed on the
 SN1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1046.degrees latitude (g = 980.6199 gals.).
 SN1046
 SN1046.The modeled gravity was interpolated from observed gravity values.
 SN1046
 SN1046;                    North         East    Units  Estimated Accuracy
 SN1046;SPC ND N     -   110,590.      493,870.      MT  (+/- 180 meters Scaled)
 SN1046
 SN1046                          SUPERSEDED SURVEY CONTROL
 SN1046
 SN1046  NGVD 29 (??/??/92)  625.617  (m)         2052.55   (f) ADJ UNCH    2 0
 SN1046
 SN1046.Superseded values are not recommended for survey control.
 SN1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1046.See file dsdata.txt to determine how the superseded data were derived.
 SN1046
 SN1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU819188(NAD 83)
 SN1046_MARKER: DB = BENCH MARK DISK
 SN1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1046_STAMPING: F 88 1934
 SN1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1046+STABILITY: SURFACE MOTION
 SN1046
 SN1046  HISTORY     - Date     Condition        Report By
 SN1046  HISTORY     - 1934     MONUMENTED       CGS
 SN1046  HISTORY     - 1962     GOOD             NGS
 SN1046
 SN1046                          STATION DESCRIPTION
 SN1046
 SN1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1046'6.25 MI NW FROM MAKOTI.
 SN1046'6.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1046'MAKOTI, NEAR A FENCE CORNER, 22 POLES SOUTHWEST OF MILEPOLE 499, 67
 SN1046'FEET SOUTHEAST AND ACROSS THE TRACK FROM A TELEGRAPH POLE, 20.8 FEET
 SN1046'SOUTHEAST OF THE SOUTHEAST RAIL, 269 FEET NORTHEAST OF A FENCE CORNER,
 SN1046'1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 SN1046'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0947 ***********************************************************************
 TG0947  DESIGNATION -  F 89
 TG0947  PID         -  TG0947
 TG0947  STATE/COUNTY-  ND/BURKE
 TG0947  USGS QUAD   -  PORTAL (1949)
 TG0947
 TG0947                         *CURRENT SURVEY CONTROL
 TG0947  ___________________________________________________________________
 TG0947* NAD 83(1986)-  48 54 05.     (N)    102 36 44.     (W)     SCALED    
 TG0947* NAVD 88     -       595.481  (meters)    1953.67   (feet)  ADJUSTED  
 TG0947  ___________________________________________________________________
 TG0947  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG0947  DYNAMIC HT  -         595.615 (meters)    1954.11  (feet)  COMP
 TG0947  MODELED GRAV-     980,815.9   (mgal)                       NAVD 88
 TG0947
 TG0947  VERT ORDER  -  SECOND    CLASS 0
 TG0947
 TG0947.The horizontal coordinates were scaled from a topographic map and have
 TG0947.an estimated accuracy of +/- 6 seconds.
 TG0947
 TG0947.The orthometric height was determined by differential leveling
 TG0947.and adjusted by the National Geodetic Survey in June 1991..
 TG0947
 TG0947.The geoid height was determined by GEOID03.
 TG0947
 TG0947.The dynamic height is computed by dividing the NAVD 88
 TG0947.geopotential number by the normal gravity value computed on the
 TG0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0947.degrees latitude (g = 980.6199 gals.).
 TG0947
 TG0947.The modeled gravity was interpolated from observed gravity values.
 TG0947
 TG0947;                    North         East    Units  Estimated Accuracy
 TG0947;SPC ND N     -   213,540.      445,150.      MT  (+/- 180 meters Scaled)
 TG0947
 TG0947                          SUPERSEDED SURVEY CONTROL
 TG0947
 TG0947  NGVD 29 (??/??/92)  595.045  (m)         1952.24   (f) ADJ UNCH    2 0
 TG0947
 TG0947.Superseded values are not recommended for survey control.
 TG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0947.See file dsdata.txt to determine how the superseded data were derived.
 TG0947
 TG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ749192(NAD 83)
 TG0947_MARKER: DB = BENCH MARK DISK
 TG0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0947_STAMPING: F 89 1934
 TG0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0947+STABILITY: SURFACE MOTION
 TG0947
 TG0947  HISTORY     - Date     Condition        Report By
 TG0947  HISTORY     - 1934     MONUMENTED       CGS
 TG0947
 TG0947                          STATION DESCRIPTION
 TG0947
 TG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0947'IN RIVAL.
 TG0947'AT RIVAL, BURKE COUNTY, ON THE SOO LINE RAILROAD, 136 YARDS WEST OF A
 TG0947'GRAIN ELEVATOR, 93 FEET WEST OF THE CENTERLINE OF A SECTION-LINE ROAD
 TG0947'CROSSING THE TRACK, 83 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK,
 TG0947'AND 38 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 TG0947'DISK, STAMPED F 89 1934 AND SET IN THE TOP OF A CONCRETE POST
 TG0947'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0379 ***********************************************************************
 RQ0379  DESIGNATION -  F 9
 RQ0379  PID         -  RQ0379
 RQ0379  STATE/COUNTY-  ND/EMMONS
 RQ0379  USGS QUAD   -  HAGUE (1980)
 RQ0379
 RQ0379                         *CURRENT SURVEY CONTROL
 RQ0379  ___________________________________________________________________
 RQ0379* NAD 83(1986)-  46 00 30.     (N)    099 55 10.     (W)     SCALED    
 RQ0379* NAVD 88     -       595.672  (meters)    1954.30   (feet)  ADJUSTED  
 RQ0379  ___________________________________________________________________
 RQ0379  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 RQ0379  DYNAMIC HT  -         595.637 (meters)    1954.19  (feet)  COMP
 RQ0379  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 RQ0379
 RQ0379  VERT ORDER  -  FIRST     CLASS II
 RQ0379
 RQ0379.The horizontal coordinates were scaled from a topographic map and have
 RQ0379.an estimated accuracy of +/- 6 seconds.
 RQ0379
 RQ0379.The orthometric height was determined by differential leveling
 RQ0379.and adjusted by the National Geodetic Survey in June 1991..
 RQ0379
 RQ0379.The geoid height was determined by GEOID03.
 RQ0379
 RQ0379.The dynamic height is computed by dividing the NAVD 88
 RQ0379.geopotential number by the normal gravity value computed on the
 RQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0379.degrees latitude (g = 980.6199 gals.).
 RQ0379
 RQ0379.The modeled gravity was interpolated from observed gravity values.
 RQ0379
 RQ0379;                    North         East    Units  Estimated Accuracy
 RQ0379;SPC ND S     -    38,150.      644,970.      MT  (+/- 180 meters Scaled)
 RQ0379
 RQ0379                          SUPERSEDED SURVEY CONTROL
 RQ0379
 RQ0379  NGVD 29 (??/??/92)  595.261  (m)         1952.95   (f) ADJ UNCH    1 2
 RQ0379
 RQ0379.Superseded values are not recommended for survey control.
 RQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0379.See file dsdata.txt to determine how the superseded data were derived.
 RQ0379
 RQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR288953(NAD 83)
 RQ0379_MARKER: DB = BENCH MARK DISK
 RQ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0379_STAMPING: 1952.952 F 9 1927
 RQ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0379+STABILITY: SURFACE MOTION
 RQ0379
 RQ0379  HISTORY     - Date     Condition        Report By
 RQ0379  HISTORY     - 1927     MONUMENTED       CGS
 RQ0379  HISTORY     - 1957     GOOD             NGS
 RQ0379  HISTORY     - 1976     GOOD             USGS
 RQ0379
 RQ0379                          STATION DESCRIPTION
 RQ0379
 RQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0379'5.0 MI NW FROM ZEELAND.
 RQ0379'IN EMMONS COUNTY, ABOUT 5 MILES NORTHWEST ALONG THE CHICAGO,
 RQ0379'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM ZEELAND, MCINTOSH
 RQ0379'COUNTY, ABOUT 385 FEET SOUTHEAST OF A ROAD CROSSING, 83 FEET SOUTHEAST
 RQ0379'OF THE SECOND POLE SOUTHEAST OF THE CROSSING, 45 FEET SOUTHWEST OF THE
 RQ0379'CENTER LINE OF THE TRACK, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, IN
 RQ0379'THE MIDST OF A GROUP OF BOULDERS, AND ABOUT 3 FEET HIGHER THAN THE
 RQ0379'TRACK.  A STANDARD DISK, STAMPED 1952.952 F 9 1927 AND SET IN THE TOP
 RQ0379'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 RQ0379
 RQ0379                          STATION RECOVERY (1976)
 RQ0379
 RQ0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RQ0379'HAGUE, 1.5 MI. SO. AND 4.0 MIS. E OF. T 129 N. R. 74 W. NEAR THE
 RQ0379'QUARTER CORNER BETWEEN SECTIONS 10 AND 11. ABOUT 980 FEET WEST OF
 RQ0379'CENTERLINE ROAD AT A RR GRADE CROSSING. 125 FEET E ALONG RR AND 45
 RQ0379'FT. SOUTH (NORMAL TO TRACK) FROM A WHISTLE POST, 5 FEET NORTH OF
 RQ0379'SOUTH R/W FENCE, 6 FEET SOUTH OF A 2 FT BY 3 FT BOULDER, 6 FT
 RQ0379'NORTHEAST OF WITNESS SIGN. IN A CONCRETE POST PROJECTING 2 INCHES A
 RQ0379'STD NGS TABLET STAMPED F 9 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1400 ***********************************************************************
 SN1400  DESIGNATION -  F 9 B 1
 SN1400  PID         -  SN1400
 SN1400  STATE/COUNTY-  ND/WARD
 SN1400  USGS QUAD   -  MAKOTI (1980)
 SN1400
 SN1400                         *CURRENT SURVEY CONTROL
 SN1400  ___________________________________________________________________
 SN1400* NAD 83(1986)-  47 55 12.     (N)    101 50 29.     (W)     SCALED    
 SN1400* NAVD 88     -       648.052  (meters)    2126.15   (feet)  ADJUSTED  
 SN1400  ___________________________________________________________________
 SN1400  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 SN1400  DYNAMIC HT  -         648.136 (meters)    2126.43  (feet)  COMP
 SN1400  MODELED GRAV-     980,719.5   (mgal)                       NAVD 88
 SN1400
 SN1400  VERT ORDER  -  SECOND    CLASS 0
 SN1400
 SN1400.The horizontal coordinates were scaled from a topographic map and have
 SN1400.an estimated accuracy of +/- 6 seconds.
 SN1400
 SN1400.The orthometric height was determined by differential leveling
 SN1400.and adjusted by the National Geodetic Survey in June 1991..
 SN1400
 SN1400.The geoid height was determined by GEOID03.
 SN1400
 SN1400.The dynamic height is computed by dividing the NAVD 88
 SN1400.geopotential number by the normal gravity value computed on the
 SN1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1400.degrees latitude (g = 980.6199 gals.).
 SN1400
 SN1400.The modeled gravity was interpolated from observed gravity values.
 SN1400
 SN1400;                    North         East    Units  Estimated Accuracy
 SN1400;SPC ND N     -   103,160.      499,760.      MT  (+/- 180 meters Scaled)
 SN1400
 SN1400                          SUPERSEDED SURVEY CONTROL
 SN1400
 SN1400  NGVD 29 (??/??/92)  647.63   (m)         2124.8    (f) COMPUTED    2 0
 SN1400
 SN1400.Superseded values are not recommended for survey control.
 SN1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1400.See file dsdata.txt to determine how the superseded data were derived.
 SN1400
 SN1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU877113(NAD 83)
 SN1400_MARKER: Z = SEE DESCRIPTION
 SN1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1400_SP_SET: CONCRETE PEDESTAL
 SN1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1400
 SN1400  HISTORY     - Date     Condition        Report By
 SN1400  HISTORY     - UNK      MONUMENTED       DOD
 SN1400  HISTORY     - 1962     GOOD             NGS
 SN1400
 SN1400                          STATION DESCRIPTION
 SN1400
 SN1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1400'4.65 MI SW FROM MAKOTI.
 SN1400'ABOUT 0.15 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 SN1400'RAILROAD STATION AT MAKOTI, THENCE 2.9 MILES SOUTH ALONG A GRAVELED
 SN1400'ROAD, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, 110 FEET NORTHEAST
 SN1400'ACROSS EAST-WEST ROAD FROM SITE 9, ABOUT LEVEL WITH THE EAST-WEST
 SN1400'ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1401 ***********************************************************************
 SN1401  DESIGNATION -  F 9 B 2
 SN1401  PID         -  SN1401
 SN1401  STATE/COUNTY-  ND/WARD
 SN1401  USGS QUAD   -  MAKOTI (1980)
 SN1401
 SN1401                         *CURRENT SURVEY CONTROL
 SN1401  ___________________________________________________________________
 SN1401* NAD 83(1986)-  47 55 01.     (N)    101 50 26.     (W)     SCALED    
 SN1401* NAVD 88     -       650.150  (meters)    2133.03   (feet)  ADJUSTED  
 SN1401  ___________________________________________________________________
 SN1401  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 SN1401  DYNAMIC HT  -         650.234 (meters)    2133.31  (feet)  COMP
 SN1401  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 SN1401
 SN1401  VERT ORDER  -  SECOND    CLASS 0
 SN1401
 SN1401.The horizontal coordinates were scaled from a topographic map and have
 SN1401.an estimated accuracy of +/- 6 seconds.
 SN1401
 SN1401.The orthometric height was determined by differential leveling
 SN1401.and adjusted by the National Geodetic Survey in June 1991..
 SN1401
 SN1401.The geoid height was determined by GEOID03.
 SN1401
 SN1401.The dynamic height is computed by dividing the NAVD 88
 SN1401.geopotential number by the normal gravity value computed on the
 SN1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1401.degrees latitude (g = 980.6199 gals.).
 SN1401
 SN1401.The modeled gravity was interpolated from observed gravity values.
 SN1401
 SN1401;                    North         East    Units  Estimated Accuracy
 SN1401;SPC ND N     -   102,820.      499,810.      MT  (+/- 180 meters Scaled)
 SN1401
 SN1401                          SUPERSEDED SURVEY CONTROL
 SN1401
 SN1401  NGVD 29 (??/??/92)  649.73   (m)         2131.7    (f) COMPUTED    2 0
 SN1401
 SN1401.Superseded values are not recommended for survey control.
 SN1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1401.See file dsdata.txt to determine how the superseded data were derived.
 SN1401
 SN1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU877109(NAD 83)
 SN1401_MARKER: Z = SEE DESCRIPTION
 SN1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1401_SP_SET: CONCRETE PEDESTAL
 SN1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1401
 SN1401  HISTORY     - Date     Condition        Report By
 SN1401  HISTORY     - UNK      MONUMENTED       DOD
 SN1401  HISTORY     - 1962     GOOD             NGS
 SN1401
 SN1401                          STATION DESCRIPTION
 SN1401
 SN1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1401'4.95 MI SW FROM MAKOTI.
 SN1401'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 SN1401'RAILROAD STATION AT MAKOTI, THENCE 2.9 MILE SOUTH ALONG A GRAVELED
 SN1401'ROAD, THENCE 1.6 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SN1401'SOUTH ACROSS A FIELD, 975 FEET SOUTHEAST OF SITE F 9, A 1 1/2 X 4 FOOT
 SN1401'CONCRETE PEDESTAL WITH TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1395 ***********************************************************************
 SN1395  DESIGNATION -  F 9 Z
 SN1395  PID         -  SN1395
 SN1395  STATE/COUNTY-  ND/WARD
 SN1395  USGS QUAD   -  MAKOTI (1980)
 SN1395
 SN1395                         *CURRENT SURVEY CONTROL
 SN1395  ___________________________________________________________________
 SN1395* NAD 83(1986)-  47 55 10.     (N)    101 50 01.     (W)     SCALED    
 SN1395* NAVD 88     -       646.401  (meters)    2120.73   (feet)  ADJUSTED  
 SN1395  ___________________________________________________________________
 SN1395  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 SN1395  DYNAMIC HT  -         646.484 (meters)    2121.01  (feet)  COMP
 SN1395  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 SN1395
 SN1395  VERT ORDER  -  SECOND    CLASS 0
 SN1395
 SN1395.The horizontal coordinates were scaled from a topographic map and have
 SN1395.an estimated accuracy of +/- 6 seconds.
 SN1395
 SN1395.The orthometric height was determined by differential leveling
 SN1395.and adjusted by the National Geodetic Survey in June 1991..
 SN1395
 SN1395.The geoid height was determined by GEOID03.
 SN1395
 SN1395.The dynamic height is computed by dividing the NAVD 88
 SN1395.geopotential number by the normal gravity value computed on the
 SN1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1395.degrees latitude (g = 980.6199 gals.).
 SN1395
 SN1395.The modeled gravity was interpolated from observed gravity values.
 SN1395
 SN1395;                    North         East    Units  Estimated Accuracy
 SN1395;SPC ND N     -   103,090.      500,340.      MT  (+/- 180 meters Scaled)
 SN1395
 SN1395                          SUPERSEDED SURVEY CONTROL
 SN1395
 SN1395  NGVD 29 (??/??/92)  645.99   (m)         2119.4    (f) COMPUTED    2 0
 SN1395
 SN1395.Superseded values are not recommended for survey control.
 SN1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1395.See file dsdata.txt to determine how the superseded data were derived.
 SN1395
 SN1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU883112(NAD 83)
 SN1395_MARKER: DS = TRIANGULATION STATION DISK
 SN1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1395_STAMPING: F 9 Z 1962
 SN1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1395+STABILITY: SURFACE MOTION
 SN1395
 SN1395  HISTORY     - Date     Condition        Report By
 SN1395  HISTORY     - 1962     MONUMENTED       CGS
 SN1395
 SN1395                          STATION DESCRIPTION
 SN1395
 SN1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1395'4.2 MI SW FROM MAKOTI.
 SN1395'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 SN1395'RAILROAD STATION AT MAKOTI, THENCE 2.9 MILE SOUTH ALONG A GRAVELED
 SN1395'ROAD, THENCE 1.2 MILE WEST ALONG A GRAVELED ROAD, 100 FEET SOUTH OF
 SN1395'THE CENTER OF THE ROAD, 94 FEET SOUTH WEST OF THE REFERENCE MARK 1,
 SN1395'4.5 FEET WEST OF A TELEPHONE POLE, 3.5 FEET SOUTHWEST OF A WITNESS
 SN1395'POST, ABOUT 2 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 SN1395'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1394 ***********************************************************************
 SN1394  DESIGNATION -  F 9 Z RM 1
 SN1394  PID         -  SN1394
 SN1394  STATE/COUNTY-  ND/WARD
 SN1394  USGS QUAD   -  MAKOTI (1980)
 SN1394
 SN1394                         *CURRENT SURVEY CONTROL
 SN1394  ___________________________________________________________________
 SN1394* NAD 83(1986)-  47 55 11.     (N)    101 50 00.     (W)     SCALED    
 SN1394* NAVD 88     -       645.766  (meters)    2118.65   (feet)  ADJUSTED  
 SN1394  ___________________________________________________________________
 SN1394  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 SN1394  DYNAMIC HT  -         645.850 (meters)    2118.93  (feet)  COMP
 SN1394  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 SN1394
 SN1394  VERT ORDER  -  SECOND    CLASS 0
 SN1394
 SN1394.The horizontal coordinates were scaled from a topographic map and have
 SN1394.an estimated accuracy of +/- 6 seconds.
 SN1394
 SN1394.The orthometric height was determined by differential leveling
 SN1394.and adjusted by the National Geodetic Survey in June 1991..
 SN1394
 SN1394.The geoid height was determined by GEOID03.
 SN1394
 SN1394.The dynamic height is computed by dividing the NAVD 88
 SN1394.geopotential number by the normal gravity value computed on the
 SN1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1394.degrees latitude (g = 980.6199 gals.).
 SN1394
 SN1394.The modeled gravity was interpolated from observed gravity values.
 SN1394
 SN1394;                    North         East    Units  Estimated Accuracy
 SN1394;SPC ND N     -   103,120.      500,360.      MT  (+/- 180 meters Scaled)
 SN1394
 SN1394                          SUPERSEDED SURVEY CONTROL
 SN1394
 SN1394  NGVD 29 (??/??/92)  645.35   (m)         2117.3    (f) COMPUTED    2 0
 SN1394
 SN1394.Superseded values are not recommended for survey control.
 SN1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1394.See file dsdata.txt to determine how the superseded data were derived.
 SN1394
 SN1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU883112(NAD 83)
 SN1394_MARKER: DR = REFERENCE MARK DISK
 SN1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1394_STAMPING: F 9 Z NO. 1 1962
 SN1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1394+STABILITY: SURFACE MOTION
 SN1394
 SN1394  HISTORY     - Date     Condition        Report By
 SN1394  HISTORY     - 1962     MONUMENTED       CGS
 SN1394
 SN1394                          STATION DESCRIPTION
 SN1394
 SN1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1394'4.25 MI SW FROM MAKOTI.
 SN1394'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 SN1394'RAILROAD STATION AT MAKOTI, THENCE 2.9 MILE SOUTH ALONG A GRAVELED
 SN1394'ROAD, THENCE 1.2 MILE WEST ALONG A GRAVELED ROAD, 94 FEET NORTHEAST OF
 SN1394'STATION MARK F 9 Z, 127 FEET, EAST OF RM 2, 38 FEET SOUTH OF THE
 SN1394'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1394'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1396 ***********************************************************************
 SN1396  DESIGNATION -  F 9 Z RM 2
 SN1396  PID         -  SN1396
 SN1396  STATE/COUNTY-  ND/WARD
 SN1396  USGS QUAD   -  MAKOTI (1980)
 SN1396
 SN1396                         *CURRENT SURVEY CONTROL
 SN1396  ___________________________________________________________________
 SN1396* NAD 83(1986)-  47 55 11.     (N)    101 50 02.     (W)     SCALED    
 SN1396* NAVD 88     -       645.911  (meters)    2119.13   (feet)  ADJUSTED  
 SN1396  ___________________________________________________________________
 SN1396  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 SN1396  DYNAMIC HT  -         645.994 (meters)    2119.40  (feet)  COMP
 SN1396  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 SN1396
 SN1396  VERT ORDER  -  SECOND    CLASS 0
 SN1396
 SN1396.The horizontal coordinates were scaled from a topographic map and have
 SN1396.an estimated accuracy of +/- 6 seconds.
 SN1396
 SN1396.The orthometric height was determined by differential leveling
 SN1396.and adjusted by the National Geodetic Survey in June 1991..
 SN1396
 SN1396.The geoid height was determined by GEOID03.
 SN1396
 SN1396.The dynamic height is computed by dividing the NAVD 88
 SN1396.geopotential number by the normal gravity value computed on the
 SN1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1396.degrees latitude (g = 980.6199 gals.).
 SN1396
 SN1396.The modeled gravity was interpolated from observed gravity values.
 SN1396
 SN1396;                    North         East    Units  Estimated Accuracy
 SN1396;SPC ND N     -   103,120.      500,320.      MT  (+/- 180 meters Scaled)
 SN1396
 SN1396                          SUPERSEDED SURVEY CONTROL
 SN1396
 SN1396  NGVD 29 (??/??/92)  645.50   (m)         2117.8    (f) COMPUTED    2 0
 SN1396
 SN1396.Superseded values are not recommended for survey control.
 SN1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1396.See file dsdata.txt to determine how the superseded data were derived.
 SN1396
 SN1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU882112(NAD 83)
 SN1396_MARKER: DR = REFERENCE MARK DISK
 SN1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1396_STAMPING: F 9 Z NO. 2 1962
 SN1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1396+STABILITY: SURFACE MOTION
 SN1396
 SN1396  HISTORY     - Date     Condition        Report By
 SN1396  HISTORY     - 1962     MONUMENTED       CGS
 SN1396
 SN1396                          STATION DESCRIPTION
 SN1396
 SN1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1396'4.25 MI SW FROM MAKOTI.
 SN1396'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 SN1396'RAILROAD STATION AT MAKOTI, THENCE 2.9 MILE SOUTH ALONG A GRAVELED
 SN1396'ROAD, THENCE 1.2 MILE WEST ALONG A GRAVELED ROAD, 99 FEET NORTHWEST OF
 SN1396'STATION MARK F 9 Z, 127 FEET WEST OF RM 1, 38 FEET SOUTH OF CENTER
 SN1396'LINE OF THE ROAD, IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1049 ***********************************************************************
 TG1049  DESIGNATION -  F 90
 TG1049  PID         -  TG1049
 TG1049  STATE/COUNTY-  ND/DIVIDE
 TG1049  USGS QUAD   -  AMBROSE (1948)
 TG1049
 TG1049                         *CURRENT SURVEY CONTROL
 TG1049  ___________________________________________________________________
 TG1049* NAD 83(1986)-  48 57 23.     (N)    103 29 14.     (W)     SCALED    
 TG1049* NAVD 88     -       628.543  (meters)    2062.14   (feet)  ADJUSTED  
 TG1049  ___________________________________________________________________
 TG1049  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 TG1049  DYNAMIC HT  -         628.670 (meters)    2062.56  (feet)  COMP
 TG1049  MODELED GRAV-     980,791.2   (mgal)                       NAVD 88
 TG1049
 TG1049  VERT ORDER  -  SECOND    CLASS 0
 TG1049
 TG1049.The horizontal coordinates were scaled from a topographic map and have
 TG1049.an estimated accuracy of +/- 6 seconds.
 TG1049
 TG1049.The orthometric height was determined by differential leveling
 TG1049.and adjusted by the National Geodetic Survey in June 1991..
 TG1049
 TG1049.The geoid height was determined by GEOID03.
 TG1049
 TG1049.The dynamic height is computed by dividing the NAVD 88
 TG1049.geopotential number by the normal gravity value computed on the
 TG1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1049.degrees latitude (g = 980.6199 gals.).
 TG1049
 TG1049.The modeled gravity was interpolated from observed gravity values.
 TG1049
 TG1049;                    North         East    Units  Estimated Accuracy
 TG1049;SPC ND N     -   221,770.      381,270.      MT  (+/- 180 meters Scaled)
 TG1049
 TG1049                          SUPERSEDED SURVEY CONTROL
 TG1049
 TG1049  NGVD 29 (??/??/92)  628.056  (m)         2060.55   (f) ADJ UNCH    2 0
 TG1049
 TG1049.Superseded values are not recommended for survey control.
 TG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1049.See file dsdata.txt to determine how the superseded data were derived.
 TG1049
 TG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ107237(NAD 83)
 TG1049_MARKER: DB = BENCH MARK DISK
 TG1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1049_STAMPING: F-90--1934
 TG1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1049+STABILITY: SURFACE MOTION
 TG1049
 TG1049  HISTORY     - Date     Condition        Report By
 TG1049  HISTORY     - 1934     MONUMENTED       CGS
 TG1049
 TG1049                          STATION DESCRIPTION
 TG1049
 TG1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1049'IN AMBROSE.
 TG1049'0.15 OF MILE WEST OF THE RWY. STATION.  125 YDS. WEST OF MILE POST NO.
 TG1049'591.  AT THE INTERSECTION OF U.S. HY. NO. 85 AND THE SOO LINE RWY. 77
 TG1049'YDS WEST OF EAST END OF SIDE TRACK.  112 FT. WEST OF CENTERLINE OF U.
 TG1049'S. HY. NO. 85.  78.5 FT. WEST OF R/W FENCE CORNER. 43 FT. NORTH OF
 TG1049'NORTH RAIL OF TRACK.  1.5 FT. SOUTH OF R/W FENCE LINE. STANDARD TABLET
 TG1049'SET IN TOP OF CONCRETE POST 4 IN. HIGH. NOTE-- THE MSP AND SSM RR IS
 TG1049'NOW THE SOO LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1065 ***********************************************************************
 TG1065  DESIGNATION -  F 91 RESET
 TG1065  PID         -  TG1065
 TG1065  STATE/COUNTY-  ND/DIVIDE
 TG1065  USGS QUAD   -  ALAMO NE (1948)
 TG1065
 TG1065                         *CURRENT SURVEY CONTROL
 TG1065  ___________________________________________________________________
 TG1065* NAD 83(1986)-  48 40 36.     (N)    103 19 12.     (W)     SCALED    
 TG1065* NAVD 88     -       697.67   (+/-2cm)    2288.9    (feet)  VERTCON   
 TG1065  ___________________________________________________________________
 TG1065  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG1065
 TG1065  VERT ORDER  -  THIRD (See Below)
 TG1065
 TG1065.The horizontal coordinates were scaled from a topographic map and have
 TG1065.an estimated accuracy of +/- 6 seconds.
 TG1065
 TG1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1065.The vertical order pertains to the NGVD 29 superseded value.
 TG1065
 TG1065.The geoid height was determined by GEOID03.
 TG1065
 TG1065;                    North         East    Units  Estimated Accuracy
 TG1065;SPC ND N     -   190,220.      392,370.      MT  (+/- 180 meters Scaled)
 TG1065
 TG1065                          SUPERSEDED SURVEY CONTROL
 TG1065
 TG1065  NGVD 29 (11/04/04)  697.19   (m)         2287.4    (f) RESET       3  
 TG1065
 TG1065.Superseded values are not recommended for survey control.
 TG1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1065.See file dsdata.txt to determine how the superseded data were derived.
 TG1065
 TG1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP236928(NAD 83)
 TG1065_MARKER: DB = BENCH MARK DISK
 TG1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1065_STAMPING: F 91 RESET 1952
 TG1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1065+STABILITY: SURFACE MOTION
 TG1065
 TG1065  HISTORY     - Date     Condition        Report By
 TG1065  HISTORY     - 1952     MONUMENTED       NDHD
 TG1065  HISTORY     - 20041027 MARK NOT FOUND   NDWC
 TG1065
 TG1065                          STATION DESCRIPTION
 TG1065
 TG1065'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG1065'17.5 MI S FROM CROSBY.
 TG1065'IN DIVIDE COUNTY, 17.5 MILES SOUTH ALONG STATE HIGHWAY 42 FROM THE
 TG1065'COUNTY COURTHOUSE AT CROSBY, DIVIDE COUNTY, 4.8 MILES NORTHEAST OF THE
 TG1065'GREAT NORTHERN RAILWAY STATION AT CORINTH, WILLIAMS COUNTY, AT THE
 TG1065'INTERSECTION OF A SECTION-LINE ROAD, 80 FEET WEST OF THE CENTER LINE
 TG1065'OF THE HIGHWAY, 70 FEET NORTHEAST OF A POWER-TRANSMISSION LINE POLE,
 TG1065'80 FEET SOUTHWEST OF A TELEPHONE POLE, AND 69 FEET NORTHEAST OF A
 TG1065'FENCE CORNER.  A STANDARD DISK, STAMPED F 91 RESET 1952 AND SET IN THE
 TG1065'TOP OF A CONCRETE POST.
 TG1065
 TG1065                          STATION RECOVERY (2004)
 TG1065
 TG1065'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0418 ***********************************************************************
 SO0418  DESIGNATION -  F 92
 SO0418  PID         -  SO0418
 SO0418  STATE/COUNTY-  ND/DUNN
 SO0418  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0418
 SO0418                         *CURRENT SURVEY CONTROL
 SO0418  ___________________________________________________________________
 SO0418* NAD 83(1986)-  47 38 49.     (N)    102 47 31.     (W)     SCALED    
 SO0418* NAVD 88     -       625.043  (meters)    2050.66   (feet)  ADJUSTED  
 SO0418  ___________________________________________________________________
 SO0418  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0418  DYNAMIC HT  -         625.102 (meters)    2050.86  (feet)  COMP
 SO0418  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 SO0418
 SO0418  VERT ORDER  -  SECOND    CLASS 0
 SO0418
 SO0418.The horizontal coordinates were scaled from a topographic map and have
 SO0418.an estimated accuracy of +/- 6 seconds.
 SO0418
 SO0418.The orthometric height was determined by differential leveling
 SO0418.and adjusted by the National Geodetic Survey in June 1991..
 SO0418
 SO0418.The geoid height was determined by GEOID03.
 SO0418
 SO0418.The dynamic height is computed by dividing the NAVD 88
 SO0418.geopotential number by the normal gravity value computed on the
 SO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0418.degrees latitude (g = 980.6199 gals.).
 SO0418
 SO0418.The modeled gravity was interpolated from observed gravity values.
 SO0418
 SO0418;                    North         East    Units  Estimated Accuracy
 SO0418;SPC ND S     -   222,650.      427,820.      MT  (+/- 180 meters Scaled)
 SO0418
 SO0418                          SUPERSEDED SURVEY CONTROL
 SO0418
 SO0418  NGVD 29 (??/??/92)  624.553  (m)         2049.05   (f) ADJ UNCH    2 0
 SO0418
 SO0418.Superseded values are not recommended for survey control.
 SO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0418.See file dsdata.txt to determine how the superseded data were derived.
 SO0418
 SO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN658794(NAD 83)
 SO0418_MARKER: DB = BENCH MARK DISK
 SO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0418_STAMPING: F-92 -- 1934
 SO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0418+STABILITY: SURFACE MOTION
 SO0418
 SO0418  HISTORY     - Date     Condition        Report By
 SO0418  HISTORY     - 1934     MONUMENTED       CGS
 SO0418  HISTORY     - 1970     MARK NOT FOUND   USGS
 SO0418
 SO0418                          STATION DESCRIPTION
 SO0418
 SO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0418'12.3 MI S FROM CROFF.
 SO0418'LOCATED 12.3 MILES SOUTH OF THE POST OFFICE AT CROFF.  3.8 MILES NORTH
 SO0418'OF THE LITTLE MISSOURI RIVER BRIDGE.  ON THE TOP OF A SMALL CIRCULAR
 SO0418'SHAPED HILL ABOUT 70 YARDS ACROSS IN THE PLANE OF THE HIGHWAY COVERED
 SO0418'WITH SHORT GRASSEY VEGITATION.  33 FEET NORTHEAST OF THE CENTERLINE OF
 SO0418'STATE HIGHWAY NO. 22.  A STANDARD DISK SET IN TOP OF CONCRETE POST 6
 SO0418'INCHES HIGH.
 SO0418
 SO0418                          STATION RECOVERY (1970)
 SO0418
 SO0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SO0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0612 ***********************************************************************
 SO0612  DESIGNATION -  F 93
 SO0612  PID         -  SO0612
 SO0612  STATE/COUNTY-  ND/MCKENZIE
 SO0612  USGS QUAD   -  ALEXANDER (1972)
 SO0612
 SO0612                         *CURRENT SURVEY CONTROL
 SO0612  ___________________________________________________________________
 SO0612* NAD 83(1986)-  47 51 44.     (N)    103 38 50.     (W)     SCALED    
 SO0612* NAVD 88     -       724.904  (meters)    2378.29   (feet)  ADJUSTED  
 SO0612  ___________________________________________________________________
 SO0612  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0612  DYNAMIC HT  -         724.974 (meters)    2378.52  (feet)  COMP
 SO0612  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 SO0612
 SO0612  VERT ORDER  -  SECOND    CLASS 0
 SO0612
 SO0612.The horizontal coordinates were scaled from a topographic map and have
 SO0612.an estimated accuracy of +/- 6 seconds.
 SO0612
 SO0612.The orthometric height was determined by differential leveling
 SO0612.and adjusted by the National Geodetic Survey in June 1991..
 SO0612
 SO0612.The geoid height was determined by GEOID03.
 SO0612
 SO0612.The dynamic height is computed by dividing the NAVD 88
 SO0612.geopotential number by the normal gravity value computed on the
 SO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0612.degrees latitude (g = 980.6199 gals.).
 SO0612
 SO0612.The modeled gravity was interpolated from observed gravity values.
 SO0612
 SO0612;                    North         East    Units  Estimated Accuracy
 SO0612;SPC ND N     -   100,670.      364,590.      MT  (+/- 180 meters Scaled)
 SO0612
 SO0612                          SUPERSEDED SURVEY CONTROL
 SO0612
 SO0612  NGVD 29 (??/??/92)  724.37   (m)         2376.5    (f) COMPUTED    2 0
 SO0612
 SO0612.Superseded values are not recommended for survey control.
 SO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0612.See file dsdata.txt to determine how the superseded data were derived.
 SO0612
 SO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP011018(NAD 83)
 SO0612_MARKER: DB = BENCH MARK DISK
 SO0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0612_STAMPING: F-93 -- 1934
 SO0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0612+STABILITY: SURFACE MOTION
 SO0612
 SO0612  HISTORY     - Date     Condition        Report By
 SO0612  HISTORY     - 1934     MONUMENTED       CGS
 SO0612
 SO0612                          STATION DESCRIPTION
 SO0612
 SO0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0612'2.0 MI N FROM ALEXANDER.
 SO0612'2.0 MILES NORTH OF, ALONG U. S. HIGHWAY 85.  2.0 MILES NORTH OF THE
 SO0612'GREAT NORTHERN DEPOT AT ALEXANDER.  1 MILE SOUTH OF JUNCTION OF STATE
 SO0612'HWY. 23 AND U.S. HWY. 85.  37 FEET SOUTHEAST OF INTERSECTION OF
 SO0612'HIGHWAY WITH SECTION LINE CROSS ROAD.  29 FEET EAST OF CENTERLINE OF
 SO0612'HIGHWAY.  21 FEET SOUTH OF CENTER LINE OF CROSS ROAD.  4.6 FEET SOUTH
 SO0612'OF CORNER FENCE POST.  2.0 FEET WEST OF FENCE.  A STANDARD TABLET SET
 SO0612'IN TOP OF CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0614 ***********************************************************************
 SO0614  DESIGNATION -  F 93 RESET
 SO0614  PID         -  SO0614
 SO0614  STATE/COUNTY-  ND/MCKENZIE
 SO0614  USGS QUAD   -  ALEXANDER (1972)
 SO0614
 SO0614                         *CURRENT SURVEY CONTROL
 SO0614  ___________________________________________________________________
 SO0614* NAD 83(1986)-  47 51 45.     (N)    103 38 49.     (W)     SCALED    
 SO0614* NAVD 88     -       723.07   (+/-2cm)    2372.3    (feet)  VERTCON   
 SO0614  ___________________________________________________________________
 SO0614  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0614
 SO0614  VERT ORDER  -  THIRD (See Below)
 SO0614
 SO0614.The horizontal coordinates were scaled from a topographic map and have
 SO0614.an estimated accuracy of +/- 6 seconds.
 SO0614
 SO0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0614.The vertical order pertains to the NGVD 29 superseded value.
 SO0614
 SO0614.The geoid height was determined by GEOID03.
 SO0614
 SO0614;                    North         East    Units  Estimated Accuracy
 SO0614;SPC ND N     -   100,700.      364,610.      MT  (+/- 180 meters Scaled)
 SO0614
 SO0614                          SUPERSEDED SURVEY CONTROL
 SO0614
 SO0614  NGVD 29 (11/04/04)  722.53   (m)         2370.5    (f) RESET       3  
 SO0614
 SO0614.Superseded values are not recommended for survey control.
 SO0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0614.See file dsdata.txt to determine how the superseded data were derived.
 SO0614
 SO0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP011019(NAD 83)
 SO0614_MARKER: DB = BENCH MARK DISK
 SO0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0614_STAMPING: F 93 RESET 1968
 SO0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0614+STABILITY: SURFACE MOTION
 SO0614
 SO0614  HISTORY     - Date     Condition        Report By
 SO0614  HISTORY     - 1968     MONUMENTED       CGS
 SO0614
 SO0614                          STATION DESCRIPTION
 SO0614
 SO0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SO0614'2 MI N FROM ALEXANDER.
 SO0614'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY NO. 85 FROM THE GREAT
 SO0614'NORTHERN RAILWAY STATION IS ALEXANDER, 155 FEET EAST OF THE CENTERLINE
 SO0614'OF U.S. HIGHWAY NO. 85, 140 FEET SOUTH OF AN EAST-WEST SECTION LINE
 SO0614'ROAD AND 1 FOOT NORTH OF A STEEL WITNESS POST.  A STANDARD DISK SET IN
 SO0614'THE TOP OF A ROUND CONCRETE POST AND STAMPED F 93 RESET 1968. THE MARK
 SO0614'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0591 ***********************************************************************
 SO0591  DESIGNATION -  F 94
 SO0591  PID         -  SO0591
 SO0591  STATE/COUNTY-  ND/MCKENZIE
 SO0591  USGS QUAD   -  SQUAW GAP (1974)
 SO0591
 SO0591                         *CURRENT SURVEY CONTROL
 SO0591  ___________________________________________________________________
 SO0591* NAD 83(1986)-  47 22 47.     (N)    103 56 55.     (W)     SCALED    
 SO0591* NAVD 88     -       719.596  (meters)    2360.87   (feet)  ADJUSTED  
 SO0591  ___________________________________________________________________
 SO0591  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 SO0591  DYNAMIC HT  -         719.630 (meters)    2360.99  (feet)  COMP
 SO0591  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 SO0591
 SO0591  VERT ORDER  -  SECOND    CLASS 0
 SO0591
 SO0591.The horizontal coordinates were scaled from a topographic map and have
 SO0591.an estimated accuracy of +/- 6 seconds.
 SO0591
 SO0591.The orthometric height was determined by differential leveling
 SO0591.and adjusted by the National Geodetic Survey in June 1991..
 SO0591
 SO0591.The geoid height was determined by GEOID03.
 SO0591
 SO0591.The dynamic height is computed by dividing the NAVD 88
 SO0591.geopotential number by the normal gravity value computed on the
 SO0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0591.degrees latitude (g = 980.6199 gals.).
 SO0591
 SO0591.The modeled gravity was interpolated from observed gravity values.
 SO0591
 SO0591;                    North         East    Units  Estimated Accuracy
 SO0591;SPC ND N     -    48,050.      339,660.      MT  (+/- 180 meters Scaled)
 SO0591
 SO0591                          SUPERSEDED SURVEY CONTROL
 SO0591
 SO0591  NGVD 29 (??/??/92)  719.011  (m)         2358.96   (f) ADJ UNCH    2 0
 SO0591
 SO0591.Superseded values are not recommended for survey control.
 SO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0591.See file dsdata.txt to determine how the superseded data were derived.
 SO0591
 SO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN793478(NAD 83)
 SO0591_MARKER: DB = BENCH MARK DISK
 SO0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0591_STAMPING: F 94 1934
 SO0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0591+STABILITY: SURFACE MOTION
 SO0591
 SO0591  HISTORY     - Date     Condition        Report By
 SO0591  HISTORY     - 1934     MONUMENTED       CGS
 SO0591  HISTORY     - 1938     GOOD             NGS
 SO0591
 SO0591                          STATION DESCRIPTION
 SO0591
 SO0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0591'40.0 MI N FROM BEACH.
 SO0591'IN MCKENZIE COUNTY, 40.0 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE
 SO0591'COUNTY COURTHOUSE AT BEACH, GOLDEN VALLEY COUNTY, 0.6 MILE SOUTH OF
 SO0591'THE SUNNY SIDE CEMETERY, IN THE SOUTHEAST CORNER OF A SCHOOLYARD, 65
 SO0591'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 50 FEET
 SO0591'WEST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF A CORNER FENCE
 SO0591'POST, AND 2.5 FEET NORTH OF THE FENCE, AND SET IN THE TOP OF A
 SO0591'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0306 ***********************************************************************
 SO0306  DESIGNATION -  F 95
 SO0306  PID         -  SO0306
 SO0306  STATE/COUNTY-  ND/DUNN
 SO0306  USGS QUAD   -  MARSHALL (1973)
 SO0306
 SO0306                         *CURRENT SURVEY CONTROL
 SO0306  ___________________________________________________________________
 SO0306* NAD 83(1986)-  47 14 28.     (N)    102 20 09.     (W)     SCALED    
 SO0306* NAVD 88     -       674.580  (meters)    2213.18   (feet)  ADJUSTED  
 SO0306  ___________________________________________________________________
 SO0306  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0306  DYNAMIC HT  -         674.615 (meters)    2213.30  (feet)  COMP
 SO0306  MODELED GRAV-     980,643.4   (mgal)                       NAVD 88
 SO0306
 SO0306  VERT ORDER  -  SECOND    CLASS 0
 SO0306
 SO0306.The horizontal coordinates were scaled from a topographic map and have
 SO0306.an estimated accuracy of +/- 6 seconds.
 SO0306
 SO0306.The orthometric height was determined by differential leveling
 SO0306.and adjusted by the National Geodetic Survey in June 1991..
 SO0306
 SO0306.The geoid height was determined by GEOID03.
 SO0306
 SO0306.The dynamic height is computed by dividing the NAVD 88
 SO0306.geopotential number by the normal gravity value computed on the
 SO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0306.degrees latitude (g = 980.6199 gals.).
 SO0306
 SO0306.The modeled gravity was interpolated from observed gravity values.
 SO0306
 SO0306;                    North         East    Units  Estimated Accuracy
 SO0306;SPC ND S     -   176,640.      461,020.      MT  (+/- 180 meters Scaled)
 SO0306
 SO0306                          SUPERSEDED SURVEY CONTROL
 SO0306
 SO0306  NGVD 29 (??/??/92)  674.110  (m)         2211.64   (f) ADJ UNCH    2 0
 SO0306
 SO0306.Superseded values are not recommended for survey control.
 SO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0306.See file dsdata.txt to determine how the superseded data were derived.
 SO0306
 SO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016354(NAD 83)
 SO0306_MARKER: DB = BENCH MARK DISK
 SO0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0306_STAMPING: F 95 1934
 SO0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0306+STABILITY: SURFACE MOTION
 SO0306
 SO0306  HISTORY     - Date     Condition        Report By
 SO0306  HISTORY     - 1934     MONUMENTED       CGS
 SO0306  HISTORY     - 1958     GOOD             NGS
 SO0306  HISTORY     - 1961     GOOD             NGS
 SO0306  HISTORY     - 1984     GOOD             LOCENG
 SO0306
 SO0306                          STATION DESCRIPTION
 SO0306
 SO0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0306'8.0 MI S FROM HALLIDAY.
 SO0306'ABOUT 0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0306'STATION AT HALLIDAY, THENCE ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY
 SO0306'8, THENCE ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAYS 8 AND 7, THENCE
 SO0306'ABOUT 5 MILES SOUTH ALONG STATE HIGHWAY 8, 61 FEET WEST OF THE CENTER
 SO0306'LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 SO0306'ROAD, 17 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1 1/2
 SO0306'FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND
 SO0306'IN THE TOP OF A CONCRETE POST 2 INCHES BELOW THE GROUND.
 SO0306
 SO0306                          STATION RECOVERY (1961)
 SO0306
 SO0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 SO0306'RECOVERED IN GOOD CONDITION.
 SO0306
 SO0306                          STATION RECOVERY (1984)
 SO0306
 SO0306'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 SO0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0307 ***********************************************************************
 SO0307  DESIGNATION -  F 95 RESET
 SO0307  PID         -  SO0307
 SO0307  STATE/COUNTY-  ND/DUNN
 SO0307  USGS QUAD   -  MARSHALL (1973)
 SO0307
 SO0307                         *CURRENT SURVEY CONTROL
 SO0307  ___________________________________________________________________
 SO0307* NAD 83(1986)-  47 14 28.     (N)    102 20 09.     (W)     SCALED    
 SO0307* NAVD 88     -       674.14   (+/-2cm)    2211.7    (feet)  VERTCON   
 SO0307  ___________________________________________________________________
 SO0307  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0307
 SO0307  VERT ORDER  -  THIRD (See Below)
 SO0307
 SO0307.The horizontal coordinates were scaled from a topographic map and have
 SO0307.an estimated accuracy of +/- 6 seconds.
 SO0307
 SO0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0307.The vertical order pertains to the NGVD 29 superseded value.
 SO0307
 SO0307.The geoid height was determined by GEOID03.
 SO0307
 SO0307;                    North         East    Units  Estimated Accuracy
 SO0307;SPC ND S     -   176,640.      461,020.      MT  (+/- 180 meters Scaled)
 SO0307
 SO0307                          SUPERSEDED SURVEY CONTROL
 SO0307
 SO0307  NGVD 29 (??/??/??)  673.67   (m)         2210.2    (f) RESET       3  
 SO0307
 SO0307.Superseded values are not recommended for survey control.
 SO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0307.See file dsdata.txt to determine how the superseded data were derived.
 SO0307
 SO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016354(NAD 83)
 SO0307_MARKER: DB = BENCH MARK DISK
 SO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0307_STAMPING: F 95 RESET 1964
 SO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0307+STABILITY: SURFACE MOTION
 SO0307
 SO0307  HISTORY     - Date     Condition        Report By
 SO0307  HISTORY     - 1964     MONUMENTED       CGS
 SO0307
 SO0307                          STATION DESCRIPTION
 SO0307
 SO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0307'7.9 MI S FROM HALLIDAY.
 SO0307'7.9 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE NORTHERN PACIFIC
 SO0307'RAILROAD STATION AT HALLIDAY, DUNN COUNTY, 3 MILES SOUTH ALONG STATE
 SO0307'HIGHWAY 8 FROM THE SOUTH JUNCTION OF STATE HIGHWAYS 7 AND 8, IN THE
 SO0307'SOUTHWEST ANGLE OF CROSSROADS, ABOUT 165 FEET SOUTH OF THE CENTERLINE
 SO0307'OF THE EAST-WEST ROAD, ABOUT 100 FEET WEST OF THE CENTERLINE OF THE
 SO0307'HIGHWAY, 2 1/2 FEET NORTH OF A CONCRETE WITNESS POST WITH THE LETTERS
 SO0307'USBM AND 2 FEET SOUTHEAST OF A POWERLINE POLE AND SET IN THE TOP OF A
 SO0307'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0032 ***********************************************************************
 RS0032  DESIGNATION -  F 96
 RS0032  PID         -  RS0032
 RS0032  STATE/COUNTY-  ND/HETTINGER
 RS0032  USGS QUAD   -  WHITE BUTTE EAST (1960)
 RS0032
 RS0032                         *CURRENT SURVEY CONTROL
 RS0032  ___________________________________________________________________
 RS0032* NAD 83(1986)-  46 32 42.     (N)    102 19 06.     (W)     SCALED    
 RS0032* NAVD 88     -       776.040  (meters)    2546.06   (feet)  ADJUSTED  
 RS0032  ___________________________________________________________________
 RS0032  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 RS0032  DYNAMIC HT  -         775.997 (meters)    2545.92  (feet)  COMP
 RS0032  MODELED GRAV-     980,532.6   (mgal)                       NAVD 88
 RS0032
 RS0032  VERT ORDER  -  SECOND    CLASS 0
 RS0032
 RS0032.The horizontal coordinates were scaled from a topographic map and have
 RS0032.an estimated accuracy of +/- 6 seconds.
 RS0032
 RS0032.The orthometric height was determined by differential leveling
 RS0032.and adjusted by the National Geodetic Survey in June 1991..
 RS0032
 RS0032.The geoid height was determined by GEOID03.
 RS0032
 RS0032.The dynamic height is computed by dividing the NAVD 88
 RS0032.geopotential number by the normal gravity value computed on the
 RS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0032.degrees latitude (g = 980.6199 gals.).
 RS0032
 RS0032.The modeled gravity was interpolated from observed gravity values.
 RS0032
 RS0032;                    North         East    Units  Estimated Accuracy
 RS0032;SPC ND S     -    99,250.      460,560.      MT  (+/- 180 meters Scaled)
 RS0032
 RS0032                          SUPERSEDED SURVEY CONTROL
 RS0032
 RS0032  NGVD 29 (??/??/92)  775.503  (m)         2544.30   (f) ADJ UNCH    2 0
 RS0032
 RS0032.Superseded values are not recommended for survey control.
 RS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0032.See file dsdata.txt to determine how the superseded data were derived.
 RS0032
 RS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM055580(NAD 83)
 RS0032_MARKER: DB = BENCH MARK DISK
 RS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0032_STAMPING: F 96 1934
 RS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0032+STABILITY: SURFACE MOTION
 RS0032
 RS0032  HISTORY     - Date     Condition        Report By
 RS0032  HISTORY     - 1934     MONUMENTED       CGS
 RS0032  HISTORY     - 1961     MARK NOT FOUND   NGS
 RS0032
 RS0032                          STATION DESCRIPTION
 RS0032
 RS0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RS0032'12.3 MI N FROM MOTT.
 RS0032'12.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE POST OFFICE AT MOTT,
 RS0032'HETTINGER COUNTY, AT A ROAD INTERSECTION, 37 FEET SOUTH OF THE
 RS0032'CENTERLINE OF THE GRADED COUNTY ROAD, 40 FEET WEST OF THE CENTERLINE
 RS0032'OF THE HIGHWAY, 13.7 FEET SOUTH OF A FENCE CORNER, AND 1.3 FEET EAST
 RS0032'OF THE FENCE.  NOTE -- HIGHWAY IMPROVEMENTS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0074 ***********************************************************************
 RS0074  DESIGNATION -  F 97 RESET
 RS0074  PID         -  RS0074
 RS0074  STATE/COUNTY-  ND/ADAMS
 RS0074  USGS QUAD   -  BARTHS BUTTE (1974)
 RS0074
 RS0074                         *CURRENT SURVEY CONTROL
 RS0074  ___________________________________________________________________
 RS0074* NAD 83(1986)-  46 00 09.     (N)    102 16 07.     (W)     SCALED    
 RS0074* NAVD 88     -       746.11   (+/-2cm)    2447.9    (feet)  VERTCON   
 RS0074  ___________________________________________________________________
 RS0074  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 RS0074
 RS0074  VERT ORDER  -  THIRD (See Below)
 RS0074
 RS0074.The horizontal coordinates were scaled from a topographic map and have
 RS0074.an estimated accuracy of +/- 6 seconds.
 RS0074
 RS0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0074.The vertical order pertains to the NGVD 29 superseded value.
 RS0074
 RS0074.The geoid height was determined by GEOID03.
 RS0074
 RS0074;                    North         East    Units  Estimated Accuracy
 RS0074;SPC ND S     -    38,870.      463,010.      MT  (+/- 180 meters Scaled)
 RS0074
 RS0074                          SUPERSEDED SURVEY CONTROL
 RS0074
 RS0074  NGVD 29 (11/04/04)  745.61   (m)         2446.2    (f) RESET       3  
 RS0074
 RS0074.Superseded values are not recommended for survey control.
 RS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0074.See file dsdata.txt to determine how the superseded data were derived.
 RS0074
 RS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL114979(NAD 83)
 RS0074_MARKER: DB = BENCH MARK DISK
 RS0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0074_STAMPING: F 97 RESET 1973
 RS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0074+STABILITY: SURFACE MOTION
 RS0074
 RS0074  HISTORY     - Date     Condition        Report By
 RS0074  HISTORY     - 1973     MONUMENTED       NGS
 RS0074
 RS0074                          STATION DESCRIPTION
 RS0074
 RS0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 RS0074'6.5 MI NW FROM LEMMON, SD.
 RS0074'IN THE SE COR. OF SEC. 11, T 129 N, R 93 W. REACHED FROM THE JUNCTION
 RS0074'OF U.S. HIGHWAY 12, STATE HIGHWAY 8, AND A GRADED COUNTY ROAD, 8 MILES
 RS0074'EAST OF HETTINGER ALONG HIGHWAY 12, GO STRAIGHT EAST ON THE COUNTY
 RS0074'ROAD FOR 10 MILES TO A T ROAD JUNCTION AND THE MARK ON THE LEFT IN THE
 RS0074'NORTH RIGHT-OF-WAY FENCE LINE, 200 FEET WEST OF THE CENTER OF THE
 RS0074'NORTH-SOUTH ROAD, 60 FEET NORTH OF THE CENTER OF THE ROAD LEADING
 RS0074'WEST, 1.5 FEET EAST OF A METAL WITNESS POST, AND SET IN A ROUND
 RS0074'CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0240 ***********************************************************************
 RS0240  DESIGNATION -  F 98
 RS0240  PID         -  RS0240
 RS0240  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0240  USGS QUAD   -  DRY BULLION CREEK (1979)
 RS0240
 RS0240                         *CURRENT SURVEY CONTROL
 RS0240  ___________________________________________________________________
 RS0240* NAD 83(1986)-  46 38 01.     (N)    103 41 38.     (W)     SCALED    
 RS0240* NAVD 88     -       764.160  (meters)    2507.08   (feet)  ADJUSTED  
 RS0240  ___________________________________________________________________
 RS0240  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 RS0240  DYNAMIC HT  -         764.127 (meters)    2506.97  (feet)  COMP
 RS0240  MODELED GRAV-     980,544.9   (mgal)                       NAVD 88
 RS0240
 RS0240  VERT ORDER  -  SECOND    CLASS 0
 RS0240
 RS0240.The horizontal coordinates were scaled from a topographic map and have
 RS0240.an estimated accuracy of +/- 6 seconds.
 RS0240
 RS0240.The orthometric height was determined by differential leveling
 RS0240.and adjusted by the National Geodetic Survey in June 1991..
 RS0240
 RS0240.The geoid height was determined by GEOID03.
 RS0240
 RS0240.The dynamic height is computed by dividing the NAVD 88
 RS0240.geopotential number by the normal gravity value computed on the
 RS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0240.degrees latitude (g = 980.6199 gals.).
 RS0240
 RS0240.The modeled gravity was interpolated from observed gravity values.
 RS0240
 RS0240;                    North         East    Units  Estimated Accuracy
 RS0240;SPC ND S     -   112,450.      355,510.      MT  (+/- 180 meters Scaled)
 RS0240
 RS0240                          SUPERSEDED SURVEY CONTROL
 RS0240
 RS0240  NGVD 29 (??/??/92)  763.625  (m)         2505.33   (f) ADJ UNCH    2 0
 RS0240
 RS0240.Superseded values are not recommended for survey control.
 RS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0240.See file dsdata.txt to determine how the superseded data were derived.
 RS0240
 RS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM999652(NAD 83)
 RS0240_MARKER: DB = BENCH MARK DISK
 RS0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0240_STAMPING: F 98 1934
 RS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0240+STABILITY: SURFACE MOTION
 RS0240
 RS0240  HISTORY     - Date     Condition        Report By
 RS0240  HISTORY     - 1934     MONUMENTED       CGS
 RS0240  HISTORY     - 1974     GOOD             NGS
 RS0240
 RS0240                          STATION DESCRIPTION
 RS0240
 RS0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 RS0240'28.5 MI SW FROM MEDORA.
 RS0240'ABOUT 28.5 MI S ALONG THE RIVER TO MARMARTH FROM MEDORA ABOUT 14.5 MI
 RS0240'(AIRLINE) S UP THE LITTLE MISSOURI RIVER FROM MEDORA THENCE ABOUT 8 MI
 RS0240'SW BY TRACK RDS AROUND THE W SIDE OF BULLION BUTTE, 1450 FT NNW OF THE
 RS0240'SE COR OF SEC 32, T 137 N, R 103 W.  74.5 FT SW ALONG A FENCE FROM A
 RS0240'CATTLEGUARD ACROSS A PRIVATE DRIVEWAY, 10 FT N OF A GATE AND 1.2 FT.
 RS0240'NW OF OF THE FENCE.  A STD DISK STAMPED F 98 1934 SET IN THE TOP OF A
 RS0240'CONC POST FLUSH WITH THE GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0081 ***********************************************************************
 RS0081  CBN         -  This is a Cooperative Base Network Control Station.
 RS0081  DESIGNATION -  F 99
 RS0081  PID         -  RS0081
 RS0081  STATE/COUNTY-  ND/HETTINGER
 RS0081  USGS QUAD   -  REGENT (1966)
 RS0081
 RS0081                         *CURRENT SURVEY CONTROL
 RS0081  ___________________________________________________________________
 RS0081* NAD 83(1996)-  46 25 21.36796(N)    102 33 17.03512(W)     ADJUSTED  
 RS0081* NAVD 88     -       750.277  (meters)    2461.53   (feet)  ADJUSTED  
 RS0081  ___________________________________________________________________
 RS0081  X           -    -957,505.596 (meters)                     COMP
 RS0081  Y           -  -4,299,587.610 (meters)                     COMP
 RS0081  Z           -   4,598,284.552 (meters)                     COMP
 RS0081  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 RS0081  ELLIP HEIGHT-         732.52  (meters)          (04/07/03) GPS OBS
 RS0081  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 RS0081  DYNAMIC HT  -         750.237 (meters)    2461.40  (feet)  COMP
 RS0081  MODELED GRAV-     980,537.1   (mgal)                       NAVD 88
 RS0081
 RS0081  HORZ ORDER  -  A
 RS0081  VERT ORDER  -  SECOND    CLASS 0
 RS0081  ELLP ORDER  -  THIRD     CLASS II
 RS0081
 RS0081.The horizontal coordinates were established by GPS observations
 RS0081.and adjusted by the National Geodetic Survey in April 2003..
 RS0081
 RS0081.The orthometric height was determined by differential leveling
 RS0081.and adjusted by the National Geodetic Survey in June 1991..
 RS0081
 RS0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0081
 RS0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0081
 RS0081.The ellipsoidal height was determined by GPS observations
 RS0081.and is referenced to NAD 83.
 RS0081
 RS0081.The geoid height was determined by GEOID03.
 RS0081
 RS0081.The dynamic height is computed by dividing the NAVD 88
 RS0081.geopotential number by the normal gravity value computed on the
 RS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0081.degrees latitude (g = 980.6199 gals.).
 RS0081
 RS0081.The modeled gravity was interpolated from observed gravity values.
 RS0081
 RS0081;                    North         East     Units Scale Factor Converg.
 RS0081;SPC ND S     -    86,092.578   442,073.863   MT  0.99996156   -1 29 55.3
 RS0081;SPC ND S     -   282,455.96  1,450,373.57   iFT  0.99996156   -1 29 55.3
 RS0081;UTM  13      - 5,143,908.728   687,893.339   MT  1.00003398   +1 46 19.1
 RS0081
 RS0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0081!SPC ND S     -   0.99988518  x   0.99996156  =   0.99984675
 RS0081!UTM  13      -   0.99988518  x   1.00003398  =   0.99991916
 RS0081
 RS0081                          SUPERSEDED SURVEY CONTROL
 RS0081
 RS0081  NAVD 88 (04/07/03)  750.28   (m)         2461.5    (f) LEVELING    3  
 RS0081  NGVD 29 (??/??/92)  749.761  (m)         2459.84   (f) ADJ UNCH    2 0
 RS0081
 RS0081.Superseded values are not recommended for survey control.
 RS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0081.See file dsdata.txt to determine how the superseded data were derived.
 RS0081
 RS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8789343909(NAD 83)
 RS0081_MARKER: DB = BENCH MARK DISK
 RS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0081_STAMPING: F 99 1934
 RS0081_MARK LOGO: CGS   
 RS0081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0081+STABILITY: SURFACE MOTION
 RS0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0081+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 RS0081
 RS0081  HISTORY     - Date     Condition        Report By
 RS0081  HISTORY     - 1934     MONUMENTED       CGS
 RS0081  HISTORY     - 1965     GOOD             NGS
 RS0081  HISTORY     - 1972     GOOD             LOCSUR
 RS0081  HISTORY     - 20020618 GOOD             NGS
 RS0081
 RS0081                          STATION DESCRIPTION
 RS0081
 RS0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RS0081'IN REGENT.
 RS0081'AT REGENT, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.
 RS0081'61 FEET NORTHEAST, 50 FEET NORTHWEST AND 1.3 FEET HIGHER THAN A
 RS0081'CROSSING STREET.  59 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 RS0081'RAILROAD STATION.  IN A CONCRETE POST, FLUSH WITH THE GROUND.  A
 RS0081'STANDARD DISK STAMPED F 99 1934.
 RS0081
 RS0081                          STATION RECOVERY (1972)
 RS0081
 RS0081'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0081'RECOVERED IN GOOD CONDITION.
 RS0081
 RS0081                          STATION RECOVERY (2002)
 RS0081
 RS0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RS0081'RECOVERED AS DESCRIBED.
 RS0081'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0773 ***********************************************************************
 RQ0773  DESIGNATION -  FAA 2D5 A
 RQ0773  PID         -  RQ0773
 RQ0773  STATE/COUNTY-  ND/DICKEY
 RQ0773  USGS QUAD   -  OAKES (1952)
 RQ0773
 RQ0773                         *CURRENT SURVEY CONTROL
 RQ0773  ___________________________________________________________________
 RQ0773* NAD 83(1996)-  46 10 36.17499(N)    098 05 08.60619(W)     ADJUSTED  
 RQ0773* NAVD 88     -       405.3    (meters)    1330.     (feet)  VERTCON   
 RQ0773  ___________________________________________________________________
 RQ0773  X           -    -622,316.597 (meters)                     COMP
 RQ0773  Y           -  -4,380,448.314 (meters)                     COMP
 RQ0773  Z           -   4,579,144.836 (meters)                     COMP
 RQ0773  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 RQ0773  ELLIP HEIGHT-         380.22  (meters)          (01/23/98) GPS OBS
 RQ0773  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RQ0773
 RQ0773  HORZ ORDER  -  THIRD
 RQ0773  ELLP ORDER  -  FOURTH    CLASS I
 RQ0773
 RQ0773.The horizontal coordinates were established by GPS observations
 RQ0773.and adjusted by the National Geodetic Survey in January 1998..
 RQ0773
 RQ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0773
 RQ0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RQ0773
 RQ0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0773
 RQ0773.The ellipsoidal height was determined by GPS observations
 RQ0773.and is referenced to NAD 83.
 RQ0773
 RQ0773.The geoid height was determined by GEOID03.
 RQ0773
 RQ0773;                    North         East     Units Scale Factor Converg.
 RQ0773;SPC ND S     -    59,559.998   786,392.420   MT  1.00000131   +1 45 39.4
 RQ0773;SPC ND S     -   195,406.82  2,580,027.62   iFT  1.00000131   +1 45 39.4
 RQ0773;UTM  14      - 5,114,088.312   570,568.679   MT  0.99966122   +0 39 34.8
 RQ0773
 RQ0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0773!SPC ND S     -   0.99994040  x   1.00000131  =   0.99994171
 RQ0773!UTM  14      -   0.99994040  x   0.99966122  =   0.99960164
 RQ0773
 RQ0773:                Primary Azimuth Mark                     Grid Az
 RQ0773:SPC ND S     -  FAA 2D5 B                                129 59 53.7
 RQ0773:UTM  14      -  FAA 2D5 B                                131 05 58.3
 RQ0773
 RQ0773|---------------------------------------------------------------------|
 RQ0773| PID    Reference Object                     Distance      Geod. Az  |
 RQ0773|                                                           dddmmss.s |
 RQ0773| RQ0774 FAA 2D5 B                           APPROX. 0.5 KM 1314533.1 |
 RQ0773|---------------------------------------------------------------------|
 RQ0773
 RQ0773                          SUPERSEDED SURVEY CONTROL
 RQ0773
 RQ0773  NAD 83(1986)-  46 10 36.17404(N)    098 05 08.60161(W) AD(       ) 3
 RQ0773  NGVD 29 (02/28/92)  405.0    (m)         1329.     (f) GPS OBS        
 RQ0773
 RQ0773.Superseded values are not recommended for survey control.
 RQ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0773.See file dsdata.txt to determine how the superseded data were derived.
 RQ0773
 RQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7056914088(NAD 83)
 RQ0773_MARKER: I = METAL ROD
 RQ0773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0773_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0773_STAMPING: FAA 2D5 A 1991
 RQ0773_MARK LOGO: NGS   
 RQ0773_PROJECTION: FLUSH
 RQ0773_MAGNETIC: I = MARKER IS A STEEL ROD
 RQ0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0773+SATELLITE: SATELLITE OBSERVATIONS - 1991
 RQ0773_ROD/PIPE-DEPTH: 6.4  meters
 RQ0773_SLEEVE-DEPTH  : 1.0 meters
 RQ0773
 RQ0773  HISTORY     - Date     Condition        Report By
 RQ0773  HISTORY     - 1991     MONUMENTED       NGS
 RQ0773
 RQ0773                          STATION DESCRIPTION
 RQ0773
 RQ0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RQ0773'THE STATION IS ABOUT 4.16 KM (2.58 MI) NORTH OF OAKES, AT THE OAKES
 RQ0773'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF OAKES, RT 1 BOX 95, OAKES, ND
 RQ0773'58474.  THE CHAIRMAN OF AIRPORT AUTHORITY BOARD IS MARK DAHLSTORM,
 RQ0773'PHONE 701-742-3145.
 RQ0773'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 1 AND 11,
 RQ0773'LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH OF OAKES, GO NORTH ON ROUTE 1 FOR
 RQ0773'3.2 KM (2.0 MI) TO THE JUNCTION OF MAIN STREET.  CONTINUE NORTH ON
 RQ0773'ROUTE 1 FOR 4.16 KM (2.58 MI) TO A PAVED AIRPORT ENTRANCE ROAD ON THE
 RQ0773'RIGHT.  TURN RIGHT, EAST THEN NORTHEAST, FOR 0.32 KM (0.20 MI) TO THE
 RQ0773'AIRPORT OFFICE AND THE STATION AT THE EAST CORNER OF APRON.
 RQ0773'THE STATION IS LOCATED 76.4 M (250.7 FT) SOUTHWEST FROM RUNWAY CENTER,
 RQ0773'62.8 M (206.0 FT) SOUTHWEST FROM THE SECOND RUNWAY LIGHT SOUTHEAST OF
 RQ0773'RUNWAY END 12, 36.9 M (121.1 FT) SOUTHEAST FROM TAXI CENTER, 15.2 M
 RQ0773'(49.9 FT) NORTHEAST FROM A TAXI LIGHT AT THE EAST CORNER OF APRON,
 RQ0773'16.0 M (52.5 FT) EAST-NORTHEAST FROM THE EAST CORNER OF APRON AND 0.3
 RQ0773'M (1.0 FT) NORTHWEST OF A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0774 ***********************************************************************
 RQ0774  DESIGNATION -  FAA 2D5 B
 RQ0774  PID         -  RQ0774
 RQ0774  STATE/COUNTY-  ND/DICKEY
 RQ0774  USGS QUAD   -  OAKES (1952)
 RQ0774
 RQ0774                         *CURRENT SURVEY CONTROL
 RQ0774  ___________________________________________________________________
 RQ0774* NAD 83(1996)-  46 10 24.63819(N)    098 04 50.00682(W)     ADJUSTED  
 RQ0774* NAVD 88     -       406.7    (meters)    1334.     (feet)  VERTCON   
 RQ0774  ___________________________________________________________________
 RQ0774  X           -    -621,957.864 (meters)                     COMP
 RQ0774  Y           -  -4,380,759.843 (meters)                     COMP
 RQ0774  Z           -   4,578,899.183 (meters)                     COMP
 RQ0774  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 RQ0774  ELLIP HEIGHT-         381.64  (meters)          (01/23/98) GPS OBS
 RQ0774  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 RQ0774
 RQ0774  HORZ ORDER  -  THIRD
 RQ0774  ELLP ORDER  -  FOURTH    CLASS I
 RQ0774
 RQ0774.The horizontal coordinates were established by GPS observations
 RQ0774.and adjusted by the National Geodetic Survey in January 1998..
 RQ0774
 RQ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0774
 RQ0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RQ0774
 RQ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0774
 RQ0774.The ellipsoidal height was determined by GPS observations
 RQ0774.and is referenced to NAD 83.
 RQ0774
 RQ0774.The geoid height was determined by GEOID03.
 RQ0774
 RQ0774;                    North         East     Units Scale Factor Converg.
 RQ0774;SPC ND S     -    59,216.224   786,802.139   MT  1.00000195   +1 45 52.9
 RQ0774;SPC ND S     -   194,278.95  2,581,371.85   iFT  1.00000195   +1 45 52.9
 RQ0774;UTM  14      - 5,113,736.847   570,971.578   MT  0.99966192   +0 39 48.1
 RQ0774
 RQ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0774!SPC ND S     -   0.99994018  x   1.00000195  =   0.99994213
 RQ0774!UTM  14      -   0.99994018  x   0.99966192  =   0.99960212
 RQ0774
 RQ0774:                Primary Azimuth Mark                     Grid Az
 RQ0774:SPC ND S     -  FAA 2D5 A                                309 59 53.6
 RQ0774:UTM  14      -  FAA 2D5 A                                311 05 58.4
 RQ0774
 RQ0774|---------------------------------------------------------------------|
 RQ0774| PID    Reference Object                     Distance      Geod. Az  |
 RQ0774|                                                           dddmmss.s |
 RQ0774| RQ0773 FAA 2D5 A                           APPROX. 0.5 KM 3114546.5 |
 RQ0774|---------------------------------------------------------------------|
 RQ0774
 RQ0774                          SUPERSEDED SURVEY CONTROL
 RQ0774
 RQ0774  NAD 83(1986)-  46 10 24.63721(N)    098 04 50.00222(W) AD(       ) 3
 RQ0774  NGVD 29 (02/28/92)  406.4    (m)         1333.     (f) GPS OBS        
 RQ0774
 RQ0774.Superseded values are not recommended for survey control.
 RQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0774.See file dsdata.txt to determine how the superseded data were derived.
 RQ0774
 RQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7097213737(NAD 83)
 RQ0774_MARKER: I = METAL ROD
 RQ0774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0774_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0774_STAMPING: FAA 2D5 B 1991
 RQ0774_MARK LOGO: NGS   
 RQ0774_PROJECTION: FLUSH
 RQ0774_MAGNETIC: I = MARKER IS A STEEL ROD
 RQ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0774+SATELLITE: SATELLITE OBSERVATIONS - 1991
 RQ0774_ROD/PIPE-DEPTH: 5.8  meters
 RQ0774_SLEEVE-DEPTH  : 1.0 meters
 RQ0774
 RQ0774  HISTORY     - Date     Condition        Report By
 RQ0774  HISTORY     - 1991     MONUMENTED       NGS
 RQ0774
 RQ0774                          STATION DESCRIPTION
 RQ0774
 RQ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RQ0774'THE STATION IS ABOUT 4.16 KM (2.58 MI) NORTH OF OAKES, AT THE OAKES
 RQ0774'MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF OAKES, RT 1 BOX 95, OAKES, ND
 RQ0774'58474. THE CHAIRMAN OF AIRPORT AUTHORITY BOARD IS MARK DAHLSTORM,
 RQ0774'PHONE 701-742-3145.
 RQ0774'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 1 AND 11,
 RQ0774'LOCATED ABOUT 1.6 KM (1.0 MI) SOUTH OF OAKES, GO NORTH ON ROUTE 1 FOR
 RQ0774'3.2 KM (2.0 MI) TO THE JUNCTION OF MAIN STREET.  CONTINUE NORTH ON
 RQ0774'ROUTE 1 FOR 4.16 KM (2.58 MI) TO A PAVED AIRPORT ENTRANCE ROAD ON THE
 RQ0774'RIGHT.  TURN RIGHT, EAST THEN NORTHEAST, FOR 0.32 KM (0.20 MI) TO THE
 RQ0774'AIRPORT OFFICE.  CONTINUE NORTHEAST CROSSING APRON AND TAXI FOR 0.16
 RQ0774'KM (0.10 MI) TO THE JUNCTION OF RUNWAY.  TURN RIGHT, SOUTHEAST, ON
 RQ0774'RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 RQ0774'THE STATION IS LOCATED 79.1 M (259.5 FT) SOUTHWEST FROM RUNWAY CENTER,
 RQ0774'65.5 M (214.9 FT) SOUTHWEST FROM THE FRIST RUNWAY LIGHT NORTH OF THE
 RQ0774'TURF RUNWAY, 38.3 M (125.7 FT) WEST FROM THE WEST EDGE OF TURF
 RQ0774'RUNWAY, 13.8 M (45.3 FT) NORTHEAST FROM THE EDGE OF A FIELD AND 0.3 M
 RQ0774'(1.0 FT) NORTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1697 ***********************************************************************
 SL1697  DESIGNATION -  FAA 5ND6 A
 SL1697  PID         -  SL1697
 SL1697  STATE/COUNTY-  ND/TRAILL
 SL1697  USGS QUAD   -  KELSO (1984)
 SL1697
 SL1697                         *CURRENT SURVEY CONTROL
 SL1697  ___________________________________________________________________
 SL1697* NAD 83(1996)-  47 21 30.34429(N)    097 03 37.88850(W)     ADJUSTED  
 SL1697* NAVD 88     -       275.3    (meters)     903.     (feet)  VERTCON   
 SL1697  ___________________________________________________________________
 SL1697  X           -    -532,065.297 (meters)                     COMP
 SL1697  Y           -  -4,295,803.919 (meters)                     COMP
 SL1697  Z           -   4,669,032.961 (meters)                     COMP
 SL1697  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 SL1697  ELLIP HEIGHT-         249.00  (meters)          (03/16/99) GPS OBS
 SL1697  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 SL1697
 SL1697  HORZ ORDER  -  THIRD
 SL1697  ELLP ORDER  -  FOURTH    CLASS I
 SL1697
 SL1697.The horizontal coordinates were established by GPS observations
 SL1697.and adjusted by the National Geodetic Survey in January 1998..
 SL1697
 SL1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1697
 SL1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1697
 SL1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1697
 SL1697.The ellipsoidal height was determined by GPS observations
 SL1697.and is referenced to NAD 83.
 SL1697
 SL1697.The geoid height was determined by GEOID03.
 SL1697
 SL1697;                    North         East     Units Scale Factor Converg.
 SL1697;SPC ND N     -    45,653.213   859,755.819   MT  1.00001557   +2 33 33.9
 SL1697;SPC ND N     -   149,780.88  2,820,721.19   iFT  1.00001557   +2 33 33.9
 SL1697;UTM  14      - 5,246,820.049   646,458.496   MT  0.99986361   +1 25 37.0
 SL1697
 SL1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1697!SPC ND N     -   0.99996097  x   1.00001557  =   0.99997654
 SL1697!UTM  14      -   0.99996097  x   0.99986361  =   0.99982459
 SL1697
 SL1697:                Primary Azimuth Mark                     Grid Az
 SL1697:SPC ND N     -  FAA 5ND6 B                               348 34 36.2
 SL1697:UTM  14      -  FAA 5ND6 B                               349 42 33.1
 SL1697
 SL1697|---------------------------------------------------------------------|
 SL1697| PID    Reference Object                     Distance      Geod. Az  |
 SL1697|                                                           dddmmss.s |
 SL1697| SL1698 FAA 5ND6 B                          APPROX. 0.5 KM 3510810.1 |
 SL1697|---------------------------------------------------------------------|
 SL1697
 SL1697                          SUPERSEDED SURVEY CONTROL
 SL1697
 SL1697  ELLIP H (01/23/98)  249.01   (m)                       GP(       ) 4 1
 SL1697  NAD 83(1986)-  47 21 30.34519(N)    097 03 37.88451(W) AD(       ) 3
 SL1697  NGVD 29 (02/28/92)  275.0    (m)          902.     (f) GPS OBS        
 SL1697
 SL1697.Superseded values are not recommended for survey control.
 SL1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1697.See file dsdata.txt to determine how the superseded data were derived.
 SL1697
 SL1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4645846820(NAD 83)
 SL1697_MARKER: I = METAL ROD
 SL1697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1697_STAMPING: FAA 5ND6 A 1991
 SL1697_MARK LOGO: NGS   
 SL1697_PROJECTION: FLUSH
 SL1697_MAGNETIC: I = MARKER IS A STEEL ROD
 SL1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1697+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SL1697_ROD/PIPE-DEPTH: 10.1 meters
 SL1697_SLEEVE-DEPTH  : 1.0 meters
 SL1697
 SL1697  HISTORY     - Date     Condition        Report By
 SL1697  HISTORY     - 1991     MONUMENTED       NGS
 SL1697
 SL1697                          STATION DESCRIPTION
 SL1697
 SL1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1697'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF HILLSBORO, AT
 SL1697'THE HILLSBORO MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF HILLSBORO, P.O.
 SL1697'BOX 244, HILLSBORO, ND 58045.  AIRPORT MANAGER IS MERLE HAISLEY,
 SL1697'PHONE 701-436-4902.
 SL1697'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 29 AND STATE
 SL1697'ROUTE 200 A, EXIT 100, LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF
 SL1697'HILLSBORO, GO WEST ON 200 A FOR 0.8 KM (0.5 MI) TO A PAVED AIRPORT
 SL1697'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON ENTRANCE ROAD FOR
 SL1697'0.48 KM (0.30 MI) TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTH
 SL1697'THEN EAST CROSSING AN APRON AND TAXI FOR 0.08 KM (0.05 MI) TO THE
 SL1697'JUNCTION OF THE RUNWAY AND THE STATION ON THE LEFT.
 SL1697'THE STATION IS LOCATED 37.4 M (122.7 FT) NORTH FROM TAXI CENTER, 29.8
 SL1697'M (97.8 FT) NORTH FROM A TAXI LIGHT, 25.7 M (84.3 FT) WEST FROM
 SL1697'RUNWAY CENTER, 11.8 M (38.7 FT) WEST FROM RUNWAY LIGHT AND 0.3 M
 SL1697'(1.0 FT) SOUTH FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1698 ***********************************************************************
 SL1698  DESIGNATION -  FAA 5ND6 B
 SL1698  PID         -  SL1698
 SL1698  STATE/COUNTY-  ND/TRAILL
 SL1698  USGS QUAD   -  KELSO (1984)
 SL1698
 SL1698                         *CURRENT SURVEY CONTROL
 SL1698  ___________________________________________________________________
 SL1698* NAD 83(1996)-  47 21 47.92817(N)    097 03 41.92447(W)     ADJUSTED  
 SL1698* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 SL1698  ___________________________________________________________________
 SL1698  X           -    -532,100.243 (meters)                     COMP
 SL1698  Y           -  -4,295,397.065 (meters)                     COMP
 SL1698  Z           -   4,669,400.840 (meters)                     COMP
 SL1698  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 SL1698  ELLIP HEIGHT-         249.03  (meters)          (03/16/99) GPS OBS
 SL1698  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 SL1698
 SL1698  HORZ ORDER  -  THIRD
 SL1698  ELLP ORDER  -  FOURTH    CLASS I
 SL1698
 SL1698.The horizontal coordinates were established by GPS observations
 SL1698.and adjusted by the National Geodetic Survey in January 1998..
 SL1698
 SL1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1698
 SL1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1698
 SL1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1698
 SL1698.The ellipsoidal height was determined by GPS observations
 SL1698.and is referenced to NAD 83.
 SL1698
 SL1698.The geoid height was determined by GEOID03.
 SL1698
 SL1698;                    North         East     Units Scale Factor Converg.
 SL1698;SPC ND N     -    46,191.936   859,646.965   MT  1.00001450   +2 33 30.9
 SL1698;SPC ND N     -   151,548.35  2,820,364.06   iFT  1.00001450   +2 33 30.9
 SL1698;UTM  14      - 5,247,360.737   646,360.325   MT  0.99986326   +1 25 34.4
 SL1698
 SL1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1698!SPC ND N     -   0.99996097  x   1.00001450  =   0.99997547
 SL1698!UTM  14      -   0.99996097  x   0.99986326  =   0.99982423
 SL1698
 SL1698:                Primary Azimuth Mark                     Grid Az
 SL1698:SPC ND N     -  FAA 5ND6 A                               168 34 36.2
 SL1698:UTM  14      -  FAA 5ND6 A                               169 42 32.7
 SL1698
 SL1698|---------------------------------------------------------------------|
 SL1698| PID    Reference Object                     Distance      Geod. Az  |
 SL1698|                                                           dddmmss.s |
 SL1698| SL1697 FAA 5ND6 A                          APPROX. 0.5 KM 1710807.1 |
 SL1698|---------------------------------------------------------------------|
 SL1698
 SL1698                          SUPERSEDED SURVEY CONTROL
 SL1698
 SL1698  ELLIP H (01/23/98)  249.04   (m)                       GP(       ) 4 1
 SL1698  NAD 83(1986)-  47 21 47.92909(N)    097 03 41.92055(W) AD(       ) 3
 SL1698  NGVD 29 (02/28/92)  275.0    (m)          902.     (f) GPS OBS        
 SL1698
 SL1698.Superseded values are not recommended for survey control.
 SL1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1698.See file dsdata.txt to determine how the superseded data were derived.
 SL1698
 SL1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4636047361(NAD 83)
 SL1698_MARKER: I = METAL ROD
 SL1698_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1698_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1698_STAMPING: FAA 5ND6 B 1991
 SL1698_MARK LOGO: NGS   
 SL1698_PROJECTION: FLUSH
 SL1698_MAGNETIC: I = MARKER IS A STEEL ROD
 SL1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1698+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SL1698_ROD/PIPE-DEPTH: 10.1 meters
 SL1698_SLEEVE-DEPTH  : 1.0 meters
 SL1698
 SL1698  HISTORY     - Date     Condition        Report By
 SL1698  HISTORY     - 1991     MONUMENTED       NGS
 SL1698
 SL1698                          STATION DESCRIPTION
 SL1698
 SL1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1698'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF HILLSBORO, AT
 SL1698'THE HILLSBORO MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF HILLSBORO, P.O.
 SL1698'BOX 244, HILLSBORO, ND 58045.  AIRPORT MANAGER IS MERLE HAISLEY,
 SL1698'PHONE 701-436-4902.
 SL1698'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 29 AND STATE
 SL1698'ROUTE 200 A, EXIT 100, LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF
 SL1698'HILLSBORO, GO WEST ON 200 A FOR 0.8 KM (0.5 MI) TO A PAVED AIRPORT
 SL1698'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON ENTRANCE ROAD FOR
 SL1698'0.48 KM (0.30 MI) TO THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTH
 SL1698'THEN EAST CROSSING AN APRON AND TAXI FOR 0.08 KM (0.05 MI) TO THE
 SL1698'JUNCTION OF THE RUNWAY.  TURN LEFT, NORTH, ON RUNWAY FOR 0.64 KM
 SL1698'(0.40 MI) TO THE STATION ON THE LEFT.
 SL1698'THE STATION IS LOCATED 34.4 M (112.9 FT) SOUTH FROM THE SOUTH EDGE OF
 SL1698'TURNAROUND, 21.8 M (71.5 FT) WEST FROM RUNWAY CENTER, 8.1 M
 SL1698'(26.6 FT) WEST FROM RUNWAY LIGHT AND 0.3 M (1.0 FT) EAST FROM A SHORT
 SL1698'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0472 ***********************************************************************
 RS0472  CBN         -  This is a Cooperative Base Network Control Station.
 RS0472  PACS        -  This is a Primary Airport Control Station.
 RS0472  DESIGNATION -  FAA D04 A
 RS0472  PID         -  RS0472
 RS0472  STATE/COUNTY-  ND/BOWMAN
 RS0472  USGS QUAD   -  BOWMAN (1968)
 RS0472
 RS0472                         *CURRENT SURVEY CONTROL
 RS0472  ___________________________________________________________________
 RS0472* NAD 83(1996)-  46 11 09.58329(N)    103 25 36.85182(W)     ADJUSTED  
 RS0472* NAVD 88     -       901.65   (meters)    2958.2    (feet)  GPS OBS   
 RS0472  ___________________________________________________________________
 RS0472  X           -  -1,027,282.295 (meters)                     COMP
 RS0472  Y           -  -4,303,116.062 (meters)                     COMP
 RS0472  Z           -   4,580,223.950 (meters)                     COMP
 RS0472  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 RS0472  ELLIP HEIGHT-         885.86  (meters)          (04/10/03) GPS OBS
 RS0472  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 RS0472
 RS0472  HORZ ORDER  -  B
 RS0472  ELLP ORDER  -  FOURTH    CLASS I
 RS0472
 RS0472.This mark is at Bowman Airport (D04)
 RS0472
 RS0472.The horizontal coordinates were established by GPS observations
 RS0472.and adjusted by the National Geodetic Survey in August 1997..
 RS0472
 RS0472.The orthometric height was determined by GPS observations and a
 RS0472.high-resolution geoid model.
 RS0472
 RS0472.GPS derived orthometric heights for airport stations designated as
 RS0472.PACS or SACS are published to 2 decimal places.  This maintains
 RS0472.centimeter relative accuracy between the PACS and SACS.  It does
 RS0472.not indicate centimeter accuracy relative to other marks which are
 RS0472.part of the NAVD 88 network.
 RS0472
 RS0472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0472
 RS0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0472
 RS0472.The ellipsoidal height was determined by GPS observations
 RS0472.and is referenced to NAD 83.
 RS0472
 RS0472.The geoid height was determined by GEOID03.
 RS0472
 RS0472;                    North         East     Units Scale Factor Converg.
 RS0472;SPC ND S     -    61,936.256   374,085.707   MT  0.99999948   -2 08 05.4
 RS0472;SPC ND S     -   203,202.94  1,227,315.31   iFT  0.99999948   -2 08 05.4
 RS0472;UTM  13      - 5,115,915.906   621,399.123   MT  0.99978117   +1 08 07.0
 RS0472
 RS0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0472!SPC ND S     -   0.99986115  x   0.99999948  =   0.99986063
 RS0472!UTM  13      -   0.99986115  x   0.99978117  =   0.99964235
 RS0472
 RS0472:                Primary Azimuth Mark                     Grid Az
 RS0472:SPC ND S     -  FAA D04 B                                308 04 20.7
 RS0472:UTM  13      -  FAA D04 B                                304 48 08.3
 RS0472
 RS0472|---------------------------------------------------------------------|
 RS0472| PID    Reference Object                     Distance      Geod. Az  |
 RS0472|                                                           dddmmss.s |
 RS0472| RS0473 FAA D04 B                           APPROX. 0.8 KM 3055615.3 |
 RS0472|---------------------------------------------------------------------|
 RS0472
 RS0472                          SUPERSEDED SURVEY CONTROL
 RS0472
 RS0472  ELLIP H (08/29/97)  885.95   (m)                       GP(       ) 3 2
 RS0472  NAD 83(1996)-  46 11 09.57008(N)    103 25 36.84876(W) AD(       ) 3
 RS0472  NAD 83(1986)-  46 11 09.56732(N)    103 25 36.84290(W) AD(       ) 3
 RS0472  NGVD 29 (02/28/92)  901.3    (m)         2957.     (f) GPS OBS        
 RS0472
 RS0472.Superseded values are not recommended for survey control.
 RS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0472.See file dsdata.txt to determine how the superseded data were derived.
 RS0472
 RS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2139915916(NAD 83)
 RS0472_MARKER: I = METAL ROD
 RS0472_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RS0472_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RS0472_STAMPING: FAA D04 A 1991
 RS0472_MARK LOGO: NGS   
 RS0472_PROJECTION: FLUSH
 RS0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0472+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2003
 RS0472_ROD/PIPE-DEPTH: 4.9  meters
 RS0472_SLEEVE-DEPTH  : 1.0 meters
 RS0472
 RS0472  HISTORY     - Date     Condition        Report By
 RS0472  HISTORY     - 1991     MONUMENTED       NGS
 RS0472  HISTORY     - 19960822 GOOD             NGS
 RS0472  HISTORY     - 20030121 GOOD             NDDT
 RS0472
 RS0472                          STATION DESCRIPTION
 RS0472
 RS0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RS0472'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST OF BOWMAN, AT THE
 RS0472'BOWMAN MUNICIPAL AIRPORT.  OWNERSHIP-COUNTY OF BOWMAN, P.O. BOX 331,
 RS0472'BOWMAN, ND 58623.  AIRPORT MANAGER IS HANS AHLNESS (CAN BE REACHED AT
 RS0472'THE WEATHER MONITOR), PHONE 701-523-3609, AIRPORT PHONE 701-523-5808.
 RS0472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 85
 RS0472'SOUTH, LOCATED AT THE SOUTHWEST CORNER OF BOWMAN, GO WEST ON HIGHWAY
 RS0472'12 FOR 1.52 KM (0.94 MI) TO THE JUNCTION OF A PAVED AIRPORT ENTRANCE
 RS0472'ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.16 KM
 RS0472'(0.10 MI) TO A GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE AND GO
 RS0472'NORTH-NORTHEAST CROSSING APRON AND ON THE NORTHEAST ONE OF THREE TAXI
 RS0472'APPROACHES FOR 0.24 KM (0.15 MI) TO JUNCTION OF THE RUNWAY AND THE
 RS0472'STATION ON THE LEFT.
 RS0472'THE STATION IS LOCATED 38.6 M (126.6 FT) SOUTHWEST FROM RUNWAY CENTER,
 RS0472'38.4 M (126.0 FT) NORTHWEST FROM TAXI APPROACH CENTER, 24.0 M
 RS0472'(78.7 FT) SOUTHWEST FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTHEAST
 RS0472'FROM A SHORT FIBERGLASS WITNESS POST.
 RS0472
 RS0472                          STATION RECOVERY (1996)
 RS0472
 RS0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RS0472'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 2.4 KM
 RS0472'(1.50 MI) WEST OF BOWMAN, AT THE BOWMAN MUNICIPAL AIRPORT, IN THE WEST
 RS0472'QUADRANT OF THE JUNCTION OF THE RUNWAY AND MIDFIELD CONNECTOR TAXI.
 RS0472'OWNERSHIP -- COUNTY OF BOWMAN, P.O. BOX 331, BOWMAN, ND 58623. AIRPORT
 RS0472'MANAGER IS MAX ARNETT.  PHONE 701-523-5504, HOME PHONE 701-523-3544.
 RS0472'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 85
 RS0472'SOUTH, LOCATED AT THE SOUTHWEST CORNER OF BOWMAN, GO WEST ON HIGHWAY
 RS0472'12 FOR 1.52 KM (0.95 MI) TO THE JUNCTION OF A PAVED AIRPORT ENTRANCE
 RS0472'ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON ENTRANCE ROAD FOR 0.16 KM
 RS0472'(0.10 MI) TO A GATE IN A CHAIN LINK FENCE. PASS THROUGH GATE AND GO
 RS0472'NORTH-NORTHEAST CROSSING APRON FOR 0.08 KM (0.05 MI) TO A ROW OF
 RS0472'HANGARS.  TURN LEFT, NORTH AND NORTHEAST, ON APRON AND ALONG TAXI FOR
 RS0472'0.16 KM (0.10 MI) TO JUNCTION OF THE RUNWAY AND THE STATION ON THE
 RS0472'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 RS0472'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 RS0472'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 RS0472'IT IS 38.6 M (126.6 FT) SOUTHWEST OF RUNWAY CENTER, 38.4 M (126.0 FT)
 RS0472'NORTHWEST OF TAXI APPROACH CENTER, 24.0 M (78.7 FT) SOUTHWEST OF A
 RS0472'RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTHEAST OF A SHORT FIBERGLASS
 RS0472'WITNESS POST.
 RS0472
 RS0472                          STATION RECOVERY (2003)
 RS0472
 RS0472'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (LP)
 RS0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0473 ***********************************************************************
 RS0473  DESIGNATION -  FAA D04 B
 RS0473  PID         -  RS0473
 RS0473  STATE/COUNTY-  ND/BOWMAN
 RS0473  USGS QUAD   -  BOWMAN (1968)
 RS0473
 RS0473                         *CURRENT SURVEY CONTROL
 RS0473  ___________________________________________________________________
 RS0473* NAD 83(1996)-  46 11 25.07187(N)    103 26 07.62023(W)     ADJUSTED  
 RS0473* NAVD 88     -       899.8    (meters)    2952.     (feet)  VERTCON   
 RS0473  ___________________________________________________________________
 RS0473  X           -  -1,027,843.667 (meters)                     COMP
 RS0473  Y           -  -4,302,625.753 (meters)                     COMP
 RS0473  Z           -   4,580,553.658 (meters)                     COMP
 RS0473  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 RS0473  ELLIP HEIGHT-         883.90  (meters)          (01/23/98) GPS OBS
 RS0473  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 RS0473
 RS0473  HORZ ORDER  -  THIRD
 RS0473  ELLP ORDER  -  FOURTH    CLASS I
 RS0473
 RS0473.This mark is at Bowman Airport (D04)
 RS0473
 RS0473.The horizontal coordinates were established by GPS observations
 RS0473.and adjusted by the National Geodetic Survey in January 1998..
 RS0473
 RS0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0473
 RS0473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0473
 RS0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0473
 RS0473.The ellipsoidal height was determined by GPS observations
 RS0473.and is referenced to NAD 83.
 RS0473
 RS0473.The geoid height was determined by GEOID03.
 RS0473
 RS0473;                    North         East     Units Scale Factor Converg.
 RS0473;SPC ND S     -    62,438.769   373,444.193   MT  0.99999864   -2 08 27.8
 RS0473;SPC ND S     -   204,851.60  1,225,210.61   iFT  0.99999864   -2 08 27.8
 RS0473;UTM  13      - 5,116,380.904   620,730.135   MT  0.99977918   +1 07 45.1
 RS0473
 RS0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0473!SPC ND S     -   0.99986145  x   0.99999864  =   0.99986009
 RS0473!UTM  13      -   0.99986145  x   0.99977918  =   0.99964067
 RS0473
 RS0473:                Primary Azimuth Mark                     Grid Az
 RS0473:SPC ND S     -  FAA D04 A                                128 04 20.9
 RS0473:UTM  13      -  FAA D04 A                                124 48 08.0
 RS0473
 RS0473|---------------------------------------------------------------------|
 RS0473| PID    Reference Object                     Distance      Geod. Az  |
 RS0473|                                                           dddmmss.s |
 RS0473| RS0472 FAA D04 A                           APPROX. 0.8 KM 1255553.1 |
 RS0473|---------------------------------------------------------------------|
 RS0473
 RS0473                          SUPERSEDED SURVEY CONTROL
 RS0473
 RS0473  NAD 83(1996)-  46 11 25.05884(N)    103 26 07.61709(W) AD(       ) 3
 RS0473  NAD 83(1986)-  46 11 25.05605(N)    103 26 07.61121(W) AD(       ) 3
 RS0473  NGVD 29 (02/28/92)  899.3    (m)         2950.     (f) GPS OBS        
 RS0473
 RS0473.Superseded values are not recommended for survey control.
 RS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0473.See file dsdata.txt to determine how the superseded data were derived.
 RS0473
 RS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2073016381(NAD 83)
 RS0473_MARKER: I = METAL ROD
 RS0473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RS0473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RS0473_STAMPING: FAA D04 B 1991
 RS0473_MARK LOGO: NGS   
 RS0473_PROJECTION: FLUSH
 RS0473_MAGNETIC: I = MARKER IS A STEEL ROD
 RS0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0473+SATELLITE: SATELLITE OBSERVATIONS - 1991
 RS0473_ROD/PIPE-DEPTH: 3.7  meters
 RS0473_SLEEVE-DEPTH  : 1.0 meters
 RS0473
 RS0473  HISTORY     - Date     Condition        Report By
 RS0473  HISTORY     - 1991     MONUMENTED       NGS
 RS0473
 RS0473                          STATION DESCRIPTION
 RS0473
 RS0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RS0473'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) WEST OF BOWMAN, AT THE
 RS0473'BOWMAN MUNICIPAL AIRPORT.  OWNERSHIP-COUNTY OF BOWMAN, P.O. BOX 331,
 RS0473'BOWMAN, ND 58623.  AIRPORT MANAGER IS HANS AHLNESS (CAN BE REACHED AT
 RS0473'THE WEATHER MONITOR), PHONE 701-523-3609, AIRPORT PHONE 701-523-5808.
 RS0473'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 85
 RS0473'SOUTH, LOCATED AT THE SOUTHWEST CORNER OF BOWMAN, GO WEST ON HIGHWAY
 RS0473'12 FOR 1.52 KM (0.94 MI) TO THE JUNCTION OF A PAVED AIRPORT ENTRANCE
 RS0473'ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.16 KM
 RS0473'(0.10 MI) TO A GATE IN A CHAIN LINK FENCE.  PASS THROUGH GATE AND GO
 RS0473'NORTH-NORTHEAST CROSSING APRON AND ON THE NORTHEAST ONE OF THREE TAXI
 RS0473'APPROACHES FOR 0.24 KM (0.15 MI) TO JUNCTION OF THE RUNWAY.  TURN
 RS0473'LEFT, NORTHWEST, ON RUNWAY FOR 0.88 KM (0.55 MI) TO THE STATION ON
 RS0473'THE LEFT.
 RS0473'THE STATION IS LOCATED 30.0 M (98.4 FT) SOUTHEAST FROM SOUTHEAST EDGE
 RS0473'OF TURNAROUND, 27.0 M (88.6 FT) SOUTHWEST FROM RUNWAY CENTER, 12.3 M
 RS0473'(40.4 FT) SOUTHWEST FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) NORTHEAST
 RS0473'FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2076 ***********************************************************************
 TG2076  FBN         -  This is a Federal Base Network Control Station.
 TG2076  DESIGNATION -  FAA D50 A
 TG2076  PID         -  TG2076
 TG2076  STATE/COUNTY-  ND/DIVIDE
 TG2076  USGS QUAD   -  CROSBY (1981)
 TG2076
 TG2076                         *CURRENT SURVEY CONTROL
 TG2076  ___________________________________________________________________
 TG2076* NAD 83(1996)-  48 55 31.35313(N)    103 17 38.34788(W)     ADJUSTED  
 TG2076* NAVD 88     -       592.6    (meters)    1944.     (feet)  GPS OBS   
 TG2076  ___________________________________________________________________
 TG2076  X           -    -965,566.340 (meters)                     COMP
 TG2076  Y           -  -4,086,549.112 (meters)                     COMP
 TG2076  Z           -   4,785,542.589 (meters)                     COMP
 TG2076  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TG2076  ELLIP HEIGHT-         573.68  (meters)          (04/07/03) GPS OBS
 TG2076  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG2076
 TG2076  HORZ ORDER  -  B
 TG2076  ELLP ORDER  -  THIRD     CLASS II
 TG2076
 TG2076.The horizontal coordinates were established by GPS observations
 TG2076.and adjusted by the National Geodetic Survey in August 1997..
 TG2076
 TG2076.The orthometric height was determined by GPS observations and a
 TG2076.high-resolution geoid model.
 TG2076
 TG2076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG2076
 TG2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2076
 TG2076.The ellipsoidal height was determined by GPS observations
 TG2076.and is referenced to NAD 83.
 TG2076
 TG2076.The geoid height was determined by GEOID03.
 TG2076
 TG2076;                    North         East     Units Scale Factor Converg.
 TG2076;SPC ND N     -   217,793.093   395,289.793   MT  1.00004376   -2 04 44.8
 TG2076;SPC ND N     -   714,544.27  1,296,882.52   iFT  1.00004376   -2 04 44.8
 TG2076;UTM  13      - 5,420,562.940   624,966.016   MT  0.99979185   +1 17 10.5
 TG2076
 TG2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2076!SPC ND N     -   0.99991010  x   1.00004376  =   0.99995386
 TG2076!UTM  13      -   0.99991010  x   0.99979185  =   0.99970197
 TG2076
 TG2076:                Primary Azimuth Mark                     Grid Az
 TG2076:SPC ND N     -  FAA D50 B                                317 03 41.3
 TG2076:UTM  13      -  FAA D50 B                                313 41 46.0
 TG2076
 TG2076|---------------------------------------------------------------------|
 TG2076| PID    Reference Object                     Distance      Geod. Az  |
 TG2076|                                                           dddmmss.s |
 TG2076| TG2077 FAA D50 B                           APPROX. 1.1 KM 3145856.5 |
 TG2076|---------------------------------------------------------------------|
 TG2076
 TG2076                          SUPERSEDED SURVEY CONTROL
 TG2076
 TG2076  ELLIP H (05/11/01)  573.72   (m)                       GP(       ) 4 1
 TG2076  ELLIP H (08/29/97)  573.79   (m)                       GP(       ) 3 2
 TG2076  NAD 83(1986)-  48 55 31.35752(N)    103 17 38.33676(W) AD(       ) 3
 TG2076  NGVD 29 (02/28/92)  591.9    (m)         1942.     (f) GPS OBS        
 TG2076
 TG2076.Superseded values are not recommended for survey control.
 TG2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2076.See file dsdata.txt to determine how the superseded data were derived.
 TG2076
 TG2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2496620563(NAD 83)
 TG2076_MARKER: I = METAL ROD
 TG2076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG2076_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG2076_STAMPING: FAA D50 A 1991
 TG2076_MARK LOGO: NGS   
 TG2076_PROJECTION: FLUSH
 TG2076_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG2076+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 TG2076_ROD/PIPE-DEPTH: 6.90 meters
 TG2076_SLEEVE-DEPTH  : 0.90 meters
 TG2076
 TG2076  HISTORY     - Date     Condition        Report By
 TG2076  HISTORY     - 1991     MONUMENTED       NGS
 TG2076  HISTORY     - 19960909 GOOD             NGS
 TG2076  HISTORY     - 20001128 GOOD             NGS
 TG2076  HISTORY     - 20020530 GOOD             NGS
 TG2076
 TG2076                          STATION DESCRIPTION
 TG2076
 TG2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TG2076'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) NORTH OF CROSBY, AT THE
 TG2076'CROSBY MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CROSBY, P.O. BOX 87,
 TG2076'CROSBY, ND 58730.  AIRPORT MANAGER IS JOHN BENTER, PHONE AT AIRPORT
 TG2076'IS 701-965-6512, BUSINESS 701-965-6775, HOME 701-965-6722.
 TG2076'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 5 AND 42 SOUTH
 TG2076'AND A GRAVEL ROAD NORTH, LOCATED AT THE SOUTHWEST CORNER OF CROSBY,
 TG2076'GO NORTH ON GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF A
 TG2076'GRAVEL ROAD.  TURN RIGHT, EAST, ON GRAVEL ROAD FOR 1.35 KM (0.84 MI)
 TG2076'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.08 KM
 TG2076'(0.05 MI) TO A GATE IN A CHAIN LINK FENCE. PASS THROUGH GATE AND
 TG2076'CONTINUE NORTH CROSSING APRON AND ON TAXI FOR 0.16 KM (0.10 MI) TO
 TG2076'THE JUNCTION OF RUNWAY AND THE STATION.
 TG2076'THE STATION IS LOCATED 38.6 M (126.6 FT) SOUTHWEST FROM RUNWAY CENTER,
 TG2076'18.9 M (62.0 FT) NORTHWEST FROM NORTHWEST EDGE OF TAXI, 4.5 M
 TG2076'(14.8 FT) NORTHWEST FROM SIGN FOR RUNWAY AND 0.3 M (1.0 FT) SOUTHEAST
 TG2076'FROM A SHORT FIBERGLASS WITNESS POST.
 TG2076
 TG2076                          STATION RECOVERY (1996)
 TG2076
 TG2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 TG2076'THE STATION IS LOCATED ABOUT 0.8 KM (0.50 MI) NORTH OF CROSBY AT THE
 TG2076'CROSBY MUNICIPAL AIRPORT, IN THE WEST QUADRANT OF THE JUNCTION OF THE
 TG2076'RUNWAY AND A TAXI FROM THE APRON, AND ON THE EXTENDED CENTER OF THE
 TG2076'STOP LINE.  OWNERSHIP -- CITY OF CROSBY, P.O. BOX 87, CROSBY, ND
 TG2076'58730.  AIRPORT MANAGER IS JOHN BENTER.  AIRPORT PHONE IS
 TG2076'701-965-6512, BUSINESS PHONE 701-965-6775, HOME 701-965-6722.  TO
 TG2076'REACH FROM FROM THE JUNCTION OF STATE HIGHWAYS 5 AND 42, AND A GRAVEL
 TG2076'ROAD LEADING NORTH ON THE SOUTHWEST SIDE OF CROSBY, GO NORTH ON THE
 TG2076'GRAVEL ROAD FOR 1.6 KM (1.00 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT,
 TG2076'EAST, ON THE GRAVEL ROAD FOR 1.35 KM (0.85 MI) TO THE AIRPORT ENTRANCE
 TG2076'ON THE LEFT.  TURN LEFT, NORTH, ON THE ENTRANCE ROAD FOR 0.08 KM (0.05
 TG2076'MI) TO A GATE IN THE CHAIN LINK FENCE.  PASS THROUGH THE GATE, NORTH,
 TG2076'ACROSS THE APRON AND ALONG A TAXI FOR 0.16 KM (0.10 MI) TO THE STATION
 TG2076'ON THE LEFT JUST BEFORE THE RUNWAY.  THE STATION IS A PUNCH HOLE TOP
 TG2076'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 TG2076'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 TG2076'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 38.6 M (126.6 FT) SOUTHWEST
 TG2076'OF THE RUNWAY CENTER, 18.9 M (62.0 FT) NORTHWEST OF THE NORTHWEST EDGE
 TG2076'OF THE TAXI, 4.5 M (14.8 FT) NORTHWEST OF THE NORTHWEST END OF A
 TG2076'RUNWAY SIGN AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 TG2076
 TG2076                          STATION RECOVERY (2000)
 TG2076
 TG2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 TG2076'RECOVERY NOTE BY MT DEPT OF TRANSPORTATION 2000 (DRD)
 TG2076'RECOVERED AS DESCRIBED.
 TG2076'
 TG2076
 TG2076                          STATION RECOVERY (2002)
 TG2076
 TG2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 TG2076'RECOVERED AS DESCRIBED.
 TG2076'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2077 ***********************************************************************
 TG2077  DESIGNATION -  FAA D50 B
 TG2077  PID         -  TG2077
 TG2077  STATE/COUNTY-  ND/DIVIDE
 TG2077  USGS QUAD   -  CROSBY (1981)
 TG2077
 TG2077                         *CURRENT SURVEY CONTROL
 TG2077  ___________________________________________________________________
 TG2077* NAD 83(1996)-  48 55 56.27899(N)    103 18 16.20550(W)     ADJUSTED  
 TG2077* NAVD 88     -       593.5    (meters)    1947.     (feet)  VERTCON   
 TG2077  ___________________________________________________________________
 TG2077  X           -    -966,182.961 (meters)                     COMP
 TG2077  Y           -  -4,085,807.687 (meters)                     COMP
 TG2077  Z           -   4,786,049.487 (meters)                     COMP
 TG2077  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 TG2077  ELLIP HEIGHT-         574.97  (meters)          (01/23/98) GPS OBS
 TG2077  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 TG2077
 TG2077  HORZ ORDER  -  THIRD
 TG2077  ELLP ORDER  -  FOURTH    CLASS I
 TG2077
 TG2077.The horizontal coordinates were established by GPS observations
 TG2077.and adjusted by the National Geodetic Survey in January 1998..
 TG2077
 TG2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG2077
 TG2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG2077
 TG2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2077
 TG2077.The ellipsoidal height was determined by GPS observations
 TG2077.and is referenced to NAD 83.
 TG2077
 TG2077.The geoid height was determined by GEOID03.
 TG2077
 TG2077;                    North         East     Units Scale Factor Converg.
 TG2077;SPC ND N     -   218,590.618   394,547.685   MT  1.00004555   -2 05 12.9
 TG2077;SPC ND N     -   717,160.82  1,294,447.79   iFT  1.00004555   -2 05 12.9
 TG2077;UTM  13      - 5,421,315.335   624,178.571   MT  0.99978944   +1 16 42.4
 TG2077
 TG2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2077!SPC ND N     -   0.99990990  x   1.00004555  =   0.99995545
 TG2077!UTM  13      -   0.99990990  x   0.99978944  =   0.99969936
 TG2077
 TG2077:                Primary Azimuth Mark                     Grid Az
 TG2077:SPC ND N     -  FAA D50 A                                137 03 40.9
 TG2077:UTM  13      -  FAA D50 A                                133 41 45.6
 TG2077
 TG2077|---------------------------------------------------------------------|
 TG2077| PID    Reference Object                     Distance      Geod. Az  |
 TG2077|                                                           dddmmss.s |
 TG2077| TG2076 FAA D50 A                           APPROX. 1.1 KM 1345828.0 |
 TG2077|---------------------------------------------------------------------|
 TG2077
 TG2077                          SUPERSEDED SURVEY CONTROL
 TG2077
 TG2077  NAD 83(1986)-  48 55 56.28339(N)    103 18 16.19436(W) AD(       ) 3
 TG2077  NGVD 29 (02/28/92)  593.1    (m)         1946.     (f) GPS OBS        
 TG2077
 TG2077.Superseded values are not recommended for survey control.
 TG2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2077.See file dsdata.txt to determine how the superseded data were derived.
 TG2077
 TG2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2417921315(NAD 83)
 TG2077_MARKER: I = METAL ROD
 TG2077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG2077_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG2077_STAMPING: FAA D50 B 1991
 TG2077_MARK LOGO: NGS   
 TG2077_PROJECTION: FLUSH
 TG2077_MAGNETIC: I = MARKER IS A STEEL ROD
 TG2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG2077+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TG2077_ROD/PIPE-DEPTH: 5.5  meters
 TG2077_SLEEVE-DEPTH  : 1.0 meters
 TG2077
 TG2077  HISTORY     - Date     Condition        Report By
 TG2077  HISTORY     - 1991     MONUMENTED       NGS
 TG2077
 TG2077                          STATION DESCRIPTION
 TG2077
 TG2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TG2077'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) NORTH OF CROSBY, AT THE
 TG2077'CROSBY MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF CROSBY, P.O. BOX 87,
 TG2077'CROSBY, ND 58730.  AIRPORT MANAGER IS JOHN BENTER, PHONE AT AIRPORT
 TG2077'IS 701-965-6512, BUSINESS 701-965-6775, HOME 701-965-6722.
 TG2077'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 5 AND 42 SOUTH
 TG2077'AND A GRAVEL ROAD NORTH, LOCATED AT THE SOUTHWEST CORNER OF CROSBY,
 TG2077'GO NORTH ON GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF A
 TG2077'GRAVEL ROAD.  TURN RIGHT, EAST, ON GRAVEL ROAD FOR 1.35 KM (0.84 MI)
 TG2077'TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.08 KM
 TG2077'(0.05 MI) TO A GATE IN A CHAIN LINK FENCE. PASS THROUGH GATE AND
 TG2077'CONTINUE NORTH CROSSING APRON AND ON TAXI FOR 0.16 KM (0.10 MI) TO
 TG2077'THE JUNCTION OF RUNWAY.  TURN LEFT, NORTHWEST, ON RUNWAY FOR 1.12 KM
 TG2077'(0.70 MI) TO THE STATION ON THE LEFT.
 TG2077'THE STATION IS LOCATED 33.7 M (110.6 FT) SOUTHWEST FROM RUNWAY CENTER,
 TG2077'29.8 M (97.8 FT) WEST-SOUTHWEST FROM THE FRIST RUNWAY LIGHT SOUTHEAST
 TG2077'OF RUNWAY END 12, 15.2 M (49.9 FT) SOUTHEAST FROM SOUTHEAST EDGE OF
 TG2077'TURNAROUND AND IN LINE WITH HOLDING BARS AND  0.3 M (1.0 FT)
 TG2077'NORTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2080 ***********************************************************************
 TG2080  DESIGNATION -  FAA D60 A
 TG2080  PID         -  TG2080
 TG2080  STATE/COUNTY-  ND/WILLIAMS
 TG2080  USGS QUAD   -  TIOGA (1979)
 TG2080
 TG2080                         *CURRENT SURVEY CONTROL
 TG2080  ___________________________________________________________________
 TG2080* NAD 83(1996)-  48 22 50.36521(N)    102 53 58.27049(W)     ADJUSTED  
 TG2080* NAVD 88     -       684.0    (meters)    2244.     (feet)  VERTCON   
 TG2080  ___________________________________________________________________
 TG2080  X           -    -947,575.274 (meters)                     COMP
 TG2080  Y           -  -4,137,490.330 (meters)                     COMP
 TG2080  Z           -   4,745,591.595 (meters)                     COMP
 TG2080  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 TG2080  ELLIP HEIGHT-         665.91  (meters)          (01/23/98) GPS OBS
 TG2080  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG2080
 TG2080  HORZ ORDER  -  THIRD
 TG2080  ELLP ORDER  -  FOURTH    CLASS I
 TG2080
 TG2080.This mark is at Tioga Airport (D60)
 TG2080
 TG2080.The horizontal coordinates were established by GPS observations
 TG2080.and adjusted by the National Geodetic Survey in January 1998..
 TG2080
 TG2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG2080
 TG2080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG2080
 TG2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2080
 TG2080.The ellipsoidal height was determined by GPS observations
 TG2080.and is referenced to NAD 83.
 TG2080
 TG2080.The geoid height was determined by GEOID03.
 TG2080
 TG2080;                    North         East     Units Scale Factor Converg.
 TG2080;SPC ND N     -   156,274.046   422,294.054   MT  0.99994917   -1 47 08.0
 TG2080;SPC ND N     -   512,710.12  1,385,479.18   iFT  0.99994917   -1 47 08.0
 TG2080;UTM  13      - 5,360,741.726   655,526.206   MT  0.99989720   +1 34 14.1
 TG2080
 TG2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2080!SPC ND N     -   0.99989565  x   0.99994917  =   0.99984482
 TG2080!UTM  13      -   0.99989565  x   0.99989720  =   0.99979286
 TG2080
 TG2080:                Primary Azimuth Mark                     Grid Az
 TG2080:SPC ND N     -  FAA D60 B                                135 00 55.9
 TG2080:UTM  13      -  FAA D60 B                                131 39 33.8
 TG2080
 TG2080|---------------------------------------------------------------------|
 TG2080| PID    Reference Object                     Distance      Geod. Az  |
 TG2080|                                                           dddmmss.s |
 TG2080| TG2081 FAA D60 B                           APPROX. 0.6 KM 1331347.9 |
 TG2080|---------------------------------------------------------------------|
 TG2080
 TG2080                          SUPERSEDED SURVEY CONTROL
 TG2080
 TG2080  NAD 83(1986)-  48 22 50.36467(N)    102 53 58.26752(W) AD(       ) 3
 TG2080  NGVD 29 (02/28/92)  683.5    (m)         2242.     (f) GPS OBS        
 TG2080
 TG2080.Superseded values are not recommended for survey control.
 TG2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2080.See file dsdata.txt to determine how the superseded data were derived.
 TG2080
 TG2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP5552660742(NAD 83)
 TG2080_MARKER: I = METAL ROD
 TG2080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG2080_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG2080_STAMPING: FAA D60 A 1991
 TG2080_MARK LOGO: NGS   
 TG2080_PROJECTION: FLUSH
 TG2080_MAGNETIC: I = MARKER IS A STEEL ROD
 TG2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG2080+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TG2080_ROD/PIPE-DEPTH: 4.0  meters
 TG2080_SLEEVE-DEPTH  : 1.0 meters
 TG2080
 TG2080  HISTORY     - Date     Condition        Report By
 TG2080  HISTORY     - 1991     MONUMENTED       NGS
 TG2080
 TG2080                          STATION DESCRIPTION
 TG2080
 TG2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TG2080'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF TIOGA, AT THE
 TG2080'TIOGA MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF TIOGA, P.O. BOX 428,
 TG2080'TIOGA, ND 58852.  AIRPORT MANAGER IS MICHAEL DAVIDSON, AIRPORT PHONE
 TG2080'701-664-2343, HOME 664-2228.
 TG2080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TG2080'ROUTE 40, LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF TIOGA, GO NORTH ON
 TG2080'ROUTE 40 FOR 4.8 KM (3.0 MI) TO THE JUNCTION OF A GRAVEL ROAD.  TURN
 TG2080'RIGHT, EAST, ON GRAVEL ROAD FOR 1.92 KM (1.19 MI) TO A GRAVEL AIRPORT
 TG2080'ENTRANCE ROAD.  TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.32 KM
 TG2080'(0.20 MI) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTHEAST CROSSING
 TG2080'APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.  TURN RIGHT,
 TG2080'SOUTHWEST, ON TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE
 TG2080'RUNWAY. TURN LEFT, SOUTHEAST, ON RUNWAY FOR 0.64 KM (0.40 MI) TO THE
 TG2080'JUNCTION OF A TURF RUNWAY AND THE STATION ON THE RIGHT.
 TG2080'THE STATION IS LOCATED 45.4 M (148.9 FT) SOUTHWEST FROM RUNWAY CENTER,
 TG2080'37.5 M (123.0 FT) NORTHWEST FROM CENTER OF TURF RUNWAY, 23.2 M
 TG2080'(76.1 FT) WEST-SOUTHWEST FROM A TURF RUNWAY MARKER, 0.3 M (1.0 FT)
 TG2080'SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST AND 0.3 M (1.0 FT)
 TG2080'NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2081 ***********************************************************************
 TG2081  DESIGNATION -  FAA D60 B
 TG2081  PID         -  TG2081
 TG2081  STATE/COUNTY-  ND/WILLIAMS
 TG2081  USGS QUAD   -  TIOGA (1979)
 TG2081
 TG2081                         *CURRENT SURVEY CONTROL
 TG2081  ___________________________________________________________________
 TG2081* NAD 83(1996)-  48 22 36.07095(N)    102 53 35.44686(W)     ADJUSTED  
 TG2081* NAVD 88     -       688.8    (meters)    2260.     (feet)  VERTCON   
 TG2081  ___________________________________________________________________
 TG2081  X           -    -947,191.810 (meters)                     COMP
 TG2081  Y           -  -4,137,920.025 (meters)                     COMP
 TG2081  Z           -   4,745,301.875 (meters)                     COMP
 TG2081  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 TG2081  ELLIP HEIGHT-         670.69  (meters)          (01/23/98) GPS OBS
 TG2081  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG2081
 TG2081  HORZ ORDER  -  THIRD
 TG2081  ELLP ORDER  -  FOURTH    CLASS I
 TG2081
 TG2081.This mark is at Tioga Airport (D60)
 TG2081
 TG2081.The horizontal coordinates were established by GPS observations
 TG2081.and adjusted by the National Geodetic Survey in January 1998..
 TG2081
 TG2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG2081
 TG2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG2081
 TG2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2081
 TG2081.The ellipsoidal height was determined by GPS observations
 TG2081.and is referenced to NAD 83.
 TG2081
 TG2081.The geoid height was determined by GEOID03.
 TG2081
 TG2081;                    North         East     Units Scale Factor Converg.
 TG2081;SPC ND N     -   155,818.144   422,749.708   MT  0.99994881   -1 46 51.0
 TG2081;SPC ND N     -   511,214.38  1,386,974.11   iFT  0.99994881   -1 46 51.0
 TG2081;UTM  13      - 5,360,313.303   656,007.743   MT  0.99989904   +1 34 30.8
 TG2081
 TG2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2081!SPC ND N     -   0.99989490  x   0.99994881  =   0.99984371
 TG2081!UTM  13      -   0.99989490  x   0.99989904  =   0.99979395
 TG2081
 TG2081:                Primary Azimuth Mark                     Grid Az
 TG2081:SPC ND N     -  FAA D60 A                                315 00 56.0
 TG2081:UTM  13      -  FAA D60 A                                311 39 34.2
 TG2081
 TG2081|---------------------------------------------------------------------|
 TG2081| PID    Reference Object                     Distance      Geod. Az  |
 TG2081|                                                           dddmmss.s |
 TG2081| TG2080 FAA D60 A                           APPROX. 0.6 KM 3131405.0 |
 TG2081|---------------------------------------------------------------------|
 TG2081
 TG2081                          SUPERSEDED SURVEY CONTROL
 TG2081
 TG2081  NAD 83(1986)-  48 22 36.07041(N)    102 53 35.44395(W) AD(       ) 3
 TG2081  NGVD 29 (02/28/92)  688.3    (m)         2258.     (f) GPS OBS        
 TG2081
 TG2081.Superseded values are not recommended for survey control.
 TG2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2081.See file dsdata.txt to determine how the superseded data were derived.
 TG2081
 TG2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP5600860313(NAD 83)
 TG2081_MARKER: I = METAL ROD
 TG2081_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG2081_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG2081_STAMPING: FAA D60 B 1991
 TG2081_MARK LOGO: NGS   
 TG2081_PROJECTION: FLUSH
 TG2081_MAGNETIC: I = MARKER IS A STEEL ROD
 TG2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG2081+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TG2081_ROD/PIPE-DEPTH: 7.8  meters
 TG2081_SLEEVE-DEPTH  : 1.0 meters
 TG2081
 TG2081  HISTORY     - Date     Condition        Report By
 TG2081  HISTORY     - 1991     MONUMENTED       NGS
 TG2081
 TG2081                          STATION DESCRIPTION
 TG2081
 TG2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TG2081'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF TIOGA, AT THE
 TG2081'TIOGA MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF TIOGA, P.O. BOX 428,
 TG2081'TIOGA, ND 58852.  AIRPORT MANAGER IS MICHAEL DAVIDSON, AIRPORT PHONE
 TG2081'701-664-2343, HOME 664-2228.
 TG2081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TG2081'ROUTE 40, LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF TIOGA, GO NORTH ON
 TG2081'ROUTE 40 FOR 4.8 KM (3.0 MI) TO THE JUNCTION OF A GRAVEL ROAD.  TURN
 TG2081'RIGHT, EAST, ON GRAVEL ROAD FOR 1.92 KM (1.19 MI) TO A GRAVEL AIRPORT
 TG2081'ENTRANCE ROAD.  TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.32 KM
 TG2081'(0.20 MI) TO THE AIRPORT OFFICE ON THE LEFT.  GO SOUTHEAST CROSSING
 TG2081'APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.  TURN RIGHT,
 TG2081'SOUTHWEST, ON TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF THE
 TG2081'RUNWAY. TURN LEFT, SOUTHEAST, ON RUNWAY FOR 0.64 KM (0.40 MI) TO THE
 TG2081'JUNCTION OF A TRUF RUNWAY.  CONTINUE SOUTHEAST ON RUNWAY FOR 0.56 KM
 TG2081'(0.35 MI) TO THE STATION ON THE RIGHT.
 TG2081'THE STATION IS LOCATED 45.3 M (148.6 FT) SOUTHWEST FROM RUNWAY CENTER,
 TG2081'0.3 M (1.0 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST AND O.3
 TG2081'M NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1487 ***********************************************************************
 TD1487  DESIGNATION -  FAA GAF A
 TD1487  PID         -  TD1487
 TD1487  STATE/COUNTY-  ND/WALSH
 TD1487  USGS QUAD   -  OAKWOOD (1960)
 TD1487
 TD1487                         *CURRENT SURVEY CONTROL
 TD1487  ___________________________________________________________________
 TD1487* NAD 83(1996)-  48 24 38.80973(N)    097 21 56.05027(W)     ADJUSTED  
 TD1487* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 TD1487  ___________________________________________________________________
 TD1487  X           -    -543,798.875 (meters)                     COMP
 TD1487  Y           -  -4,206,810.550 (meters)                     COMP
 TD1487  Z           -   4,747,484.732 (meters)                     COMP
 TD1487  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 TD1487  ELLIP HEIGHT-         223.06  (meters)          (03/16/99) GPS OBS
 TD1487  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1487
 TD1487  HORZ ORDER  -  THIRD
 TD1487  ELLP ORDER  -  FOURTH    CLASS I
 TD1487
 TD1487.The horizontal coordinates were established by GPS observations
 TD1487.and adjusted by the National Geodetic Survey in January 1998..
 TD1487
 TD1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1487
 TD1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1487
 TD1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1487
 TD1487.The ellipsoidal height was determined by GPS observations
 TD1487.and is referenced to NAD 83.
 TD1487
 TD1487.The geoid height was determined by GEOID03.
 TD1487
 TD1487;                    North         East     Units Scale Factor Converg.
 TD1487;SPC ND N     -   161,576.560   831,969.832   MT  0.99995202   +2 19 56.8
 TD1487;SPC ND N     -   530,106.82  2,729,559.82   iFT  0.99995202   +2 19 56.8
 TD1487;UTM  14      - 5,363,248.813   620,948.207   MT  0.99977973   +1 13 21.3
 TD1487
 TD1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1487!SPC ND N     -   0.99996504  x   0.99995202  =   0.99991706
 TD1487!UTM  14      -   0.99996504  x   0.99977973  =   0.99974478
 TD1487
 TD1487:                Primary Azimuth Mark                     Grid Az
 TD1487:SPC ND N     -  FAA GAF B                                177 42 11.4
 TD1487:UTM  14      -  FAA GAF B                                178 48 46.9
 TD1487
 TD1487|---------------------------------------------------------------------|
 TD1487| PID    Reference Object                     Distance      Geod. Az  |
 TD1487|                                                           dddmmss.s |
 TD1487| TD1488 FAA GAF B                           APPROX. 1.0 KM 1800208.2 |
 TD1487|---------------------------------------------------------------------|
 TD1487
 TD1487                          SUPERSEDED SURVEY CONTROL
 TD1487
 TD1487  ELLIP H (01/23/98)  223.07   (m)                       GP(       ) 4 1
 TD1487  NAD 83(1986)-  48 24 38.80288(N)    097 21 56.03792(W) AD(       ) 3
 TD1487  NGVD 29 (02/28/92)  249.2    (m)          818.     (f) GPS OBS        
 TD1487
 TD1487.Superseded values are not recommended for survey control.
 TD1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1487.See file dsdata.txt to determine how the superseded data were derived.
 TD1487
 TD1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2094863249(NAD 83)
 TD1487_MARKER: I = METAL ROD
 TD1487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TD1487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TD1487_STAMPING: FAA GAF A 1991
 TD1487_MARK LOGO: NGS   
 TD1487_PROJECTION: FLUSH
 TD1487_MAGNETIC: I = MARKER IS A STEEL ROD
 TD1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1487+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TD1487_ROD/PIPE-DEPTH: 20.4 meters
 TD1487_SLEEVE-DEPTH  : 1.0 meters
 TD1487
 TD1487  HISTORY     - Date     Condition        Report By
 TD1487  HISTORY     - 1991     MONUMENTED       NGS
 TD1487
 TD1487                          STATION DESCRIPTION
 TD1487
 TD1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TD1487'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF GRAFTON AT THE
 TD1487'GRAFTON MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF GRAFTON, RT 3 BOX 265,
 TD1487'GRAFTON, ND 58237.  AIRPORT MANAGER IS DON HUTSON, PHONE
 TD1487'701-352-0271.
 TD1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 TD1487'ROUTE 17, LOCATED ON THE EAST SIDE OF GRAFTON, GO EAST ON ROUTE 17
 TD1487'FOR 3.04 KM (1.89 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 TD1487'RIGHT. TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO
 TD1487'AIRPORT OFFICE ON THE RIGHT, DAKOTA AVIATION ON THE LEFT AND A CHAIN
 TD1487'GATE STRAIGHT AHEAD.  PASS THROUGH GATE AND TURN LEFT, EAST, FOR 0.08
 TD1487'KM (0.05 MI) CROSSING APRON AND TAXI TO THE JUNCTION OF THE RUNWAY
 TD1487'AND THE STATION.
 TD1487'THE STATION IS LOCATED 23.1 M (75.8 FT) EAST FROM THE END AND CENTER
 TD1487'OF RUNWAY, 9.0 M (29.5 FT) EAST-SOUTHEAST FROM THE MOST EASTERLY
 TD1487'RUNWAY END LIGHT AND 0.3 M (1.0 FT) WEST FROM A SHORT FIBERGLASS
 TD1487'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1488 ***********************************************************************
 TD1488  DESIGNATION -  FAA GAF B
 TD1488  PID         -  TD1488
 TD1488  STATE/COUNTY-  ND/WALSH
 TD1488  USGS QUAD   -  OAKWOOD (1960)
 TD1488
 TD1488                         *CURRENT SURVEY CONTROL
 TD1488  ___________________________________________________________________
 TD1488* NAD 83(1996)-  48 24 06.09529(N)    097 21 56.08081(W)     ADJUSTED  
 TD1488* NAVD 88     -       249.5    (meters)     819.     (feet)  VERTCON   
 TD1488  ___________________________________________________________________
 TD1488  X           -    -543,896.383 (meters)                     COMP
 TD1488  Y           -  -4,207,559.967 (meters)                     COMP
 TD1488  Z           -   4,746,813.880 (meters)                     COMP
 TD1488  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 TD1488  ELLIP HEIGHT-         223.04  (meters)          (03/16/99) GPS OBS
 TD1488  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1488
 TD1488  HORZ ORDER  -  THIRD
 TD1488  ELLP ORDER  -  FOURTH    CLASS I
 TD1488
 TD1488.The horizontal coordinates were established by GPS observations
 TD1488.and adjusted by the National Geodetic Survey in January 1998..
 TD1488
 TD1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1488
 TD1488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1488
 TD1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1488
 TD1488.The ellipsoidal height was determined by GPS observations
 TD1488.and is referenced to NAD 83.
 TD1488
 TD1488.The geoid height was determined by GEOID03.
 TD1488
 TD1488;                    North         East     Units Scale Factor Converg.
 TD1488;SPC ND N     -   160,566.924   832,010.327   MT  0.99995113   +2 19 56.7
 TD1488;SPC ND N     -   526,794.37  2,729,692.67   iFT  0.99995113   +2 19 56.7
 TD1488;UTM  14      - 5,362,238.755   620,969.134   MT  0.99977979   +1 13 20.6
 TD1488
 TD1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1488!SPC ND N     -   0.99996505  x   0.99995113  =   0.99991618
 TD1488!UTM  14      -   0.99996505  x   0.99977979  =   0.99974484
 TD1488
 TD1488:                Primary Azimuth Mark                     Grid Az
 TD1488:SPC ND N     -  FAA GAF A                                357 42 11.5
 TD1488:UTM  14      -  FAA GAF A                                358 48 47.6
 TD1488
 TD1488|---------------------------------------------------------------------|
 TD1488| PID    Reference Object                     Distance      Geod. Az  |
 TD1488|                                                           dddmmss.s |
 TD1488| TD1487 FAA GAF A                           APPROX. 1.0 KM 0000208.2 |
 TD1488|---------------------------------------------------------------------|
 TD1488
 TD1488                          SUPERSEDED SURVEY CONTROL
 TD1488
 TD1488  ELLIP H (01/23/98)  223.05   (m)                       GP(       ) 4 1
 TD1488  NAD 83(1986)-  48 24 06.08844(N)    097 21 56.06846(W) AD(       ) 3
 TD1488  NGVD 29 (02/28/92)  249.2    (m)          818.     (f) GPS OBS        
 TD1488
 TD1488.Superseded values are not recommended for survey control.
 TD1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1488.See file dsdata.txt to determine how the superseded data were derived.
 TD1488
 TD1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2096962239(NAD 83)
 TD1488_MARKER: I = METAL ROD
 TD1488_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TD1488_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TD1488_STAMPING: FAA GAF B 1991
 TD1488_MARK LOGO: NGS   
 TD1488_PROJECTION: FLUSH
 TD1488_MAGNETIC: I = MARKER IS A STEEL ROD
 TD1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1488+SATELLITE: SATELLITE OBSERVATIONS - 1991
 TD1488_ROD/PIPE-DEPTH: 19.8 meters
 TD1488_SLEEVE-DEPTH  : 1.0 meters
 TD1488
 TD1488  HISTORY     - Date     Condition        Report By
 TD1488  HISTORY     - 1991     MONUMENTED       NGS
 TD1488
 TD1488                          STATION DESCRIPTION
 TD1488
 TD1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TD1488'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST OF GRAFTON AT THE
 TD1488'GRAFTON MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF GRAFTON, RT 3 BOX 265,
 TD1488'GRAFTON, ND 58237.  AIRPORT MANAGER IS DON HUTSON, PHONE
 TD1488'701-352-0271.
 TD1488'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE
 TD1488'ROUTE 17, LOCATED ON THE EAST SIDE OF GRAFTON, GO EAST ON ROUTE 17
 TD1488'FOR 3.04 KM (1.89 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 TD1488'RIGHT. TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO
 TD1488'AIRPORT OFFICE ON THE RIGHT, DAKOTA AVIATION ON THE LEFT AND A CHAIN
 TD1488'GATE STRAIGHT AHEAD.  PASS THROUGH GATE AND GO LEFT, EAST, FOR 0.08
 TD1488'KM (0.05 MI) CROSSING APRON AND TAXI TO THE JUNCTION OF THE RUNWAY.
 TD1488'TURN RIGHT, SOUTH, ON RUNWAY FOR 1.04 KM (0.65 MI) TO THE STATION ON
 TD1488'THE LEFT.
 TD1488'THE STATION IS LOCATED 23.5 M (77.1 FT) EAST FROM RUNWAY CENTER, 8.5 M
 TD1488'(27.9 FT) EAST FROM THE THRID RUNWAY LIGHT NORTH OF RUNWAY END 35 AND
 TD1488'0.3 M (1.0 FT) WEST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0476 ***********************************************************************
 RS0476  FBN         -  This is a Federal Base Network Control Station.
 RS0476  PACS        -  This is a Primary Airport Control Station.
 RS0476  DESIGNATION -  FAA HEI A
 RS0476  PID         -  RS0476
 RS0476  STATE/COUNTY-  ND/ADAMS
 RS0476  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0476
 RS0476                         *CURRENT SURVEY CONTROL
 RS0476  ___________________________________________________________________
 RS0476* NAD 83(1996)-  46 00 58.44634(N)    102 39 25.34667(W)     ADJUSTED  
 RS0476* NAVD 88     -       823.92   (meters)    2703.1    (feet)  GPS OBS   
 RS0476  ___________________________________________________________________
 RS0476  X           -    -972,339.437 (meters)                     COMP
 RS0476  Y           -  -4,329,744.622 (meters)                     COMP
 RS0476  Z           -   4,567,081.119 (meters)                     COMP
 RS0476  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 RS0476  ELLIP HEIGHT-         806.37  (meters)          (04/07/03) GPS OBS
 RS0476  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 RS0476
 RS0476  HORZ ORDER  -  B
 RS0476  ELLP ORDER  -  THIRD     CLASS II
 RS0476
 RS0476.This mark is at Hettinger Airport (HEI)
 RS0476
 RS0476.The horizontal coordinates were established by GPS observations
 RS0476.and adjusted by the National Geodetic Survey in August 1997..
 RS0476
 RS0476.The orthometric height was determined by GPS observations and a
 RS0476.high-resolution geoid model.
 RS0476
 RS0476.GPS derived orthometric heights for airport stations designated as
 RS0476.PACS or SACS are published to 2 decimal places.  This maintains
 RS0476.centimeter relative accuracy between the PACS and SACS.  It does
 RS0476.not indicate centimeter accuracy relative to other marks which are
 RS0476.part of the NAVD 88 network.
 RS0476
 RS0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0476
 RS0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0476
 RS0476.The ellipsoidal height was determined by GPS observations
 RS0476.and is referenced to NAD 83.
 RS0476
 RS0476.The geoid height was determined by GEOID03.
 RS0476
 RS0476;                    North         East     Units Scale Factor Converg.
 RS0476;SPC ND S     -    41,150.645   432,972.190   MT  1.00003704   -1 34 23.9
 RS0476;SPC ND S     -   135,008.68  1,420,512.43   iFT  1.00003704   -1 34 23.9
 RS0476;SPC SD N     -   245,963.571   394,257.276   MT  1.00008131   -1 52 49.8
 RS0476;SPC SD N     -   806,965.48  1,293,492.41   sFT  1.00008131   -1 52 49.8
 RS0476;UTM  13      - 5,098,520.274   681,365.962   MT  1.00000439   +1 41 10.7
 RS0476
 RS0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0476!SPC ND S     -   0.99987360  x   1.00003704  =   0.99991064
 RS0476!SPC SD N     -   0.99987360  x   1.00008131  =   0.99995490
 RS0476!UTM  13      -   0.99987360  x   1.00000439  =   0.99987799
 RS0476
 RS0476:                Primary Azimuth Mark                     Grid Az
 RS0476:SPC ND S     -  FAA HEI B                                137 03 05.6
 RS0476:SPC SD N     -  FAA HEI B                                137 21 31.5
 RS0476:UTM  13      -  FAA HEI B                                133 47 31.0
 RS0476
 RS0476|---------------------------------------------------------------------|
 RS0476| PID    Reference Object                     Distance      Geod. Az  |
 RS0476|                                                           dddmmss.s |
 RS0476| RS0477 FAA HEI B                           APPROX. 0.8 KM 1352841.7 |
 RS0476|---------------------------------------------------------------------|
 RS0476
 RS0476                          SUPERSEDED SURVEY CONTROL
 RS0476
 RS0476  ELLIP H (08/29/97)  806.43   (m)                       GP(       ) 3 2
 RS0476  NAD 83(1996)-  46 00 58.43468(N)    102 39 25.34569(W) AD(       ) 3
 RS0476  NAD 83(1986)-  46 00 58.43595(N)    102 39 25.34563(W) AD(       ) 3
 RS0476  NGVD 29 (02/28/92)  823.6    (m)         2702.     (f) GPS OBS        
 RS0476
 RS0476.Superseded values are not recommended for survey control.
 RS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0476.See file dsdata.txt to determine how the superseded data were derived.
 RS0476
 RS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8136698520(NAD 83)
 RS0476_MARKER: I = METAL ROD
 RS0476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RS0476_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RS0476_STAMPING: FAA HEI A 1991
 RS0476_MARK LOGO: NGS   
 RS0476_PROJECTION: FLUSH
 RS0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0476+SATELLITE: SATELLITE OBSERVATIONS - 2002
 RS0476_ROD/PIPE-DEPTH: 4.4  meters
 RS0476_SLEEVE-DEPTH  : 1.0 meters
 RS0476
 RS0476  HISTORY     - Date     Condition        Report By
 RS0476  HISTORY     - 1991     MONUMENTED       NGS
 RS0476  HISTORY     - 19960822 GOOD             NGS
 RS0476  HISTORY     - 2002     GOOD             NGS
 RS0476
 RS0476                          STATION DESCRIPTION
 RS0476
 RS0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RS0476'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) WEST OF HETTINGER, AT THE
 RS0476'HETTINGER MUNICIPAL AIRPORT.  OWNERSHIP--ADAMS COUNTY AIRPORT
 RS0476'AUTHORITY, P.O. BOX 429, HETTINGER, ND 58639.  AIRPORT MANAGER IS
 RS0476'J.B. LINDQUIST, PHONE 701-567-2069.
 RS0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 RS0476'ROUTE 8 SOUTH, LOCATED AT THE SOUTHWEST CORNER OF HETTINGER, GO EAST
 RS0476'ON HIGHWAY 12 AND ROUTE 8 FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 RS0476'AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTH, FOR 1.52 KM (0.94 MI) TO
 RS0476'A FORK IN THE ROAD.  TURN LEFT, WEST, FOR 0.96 KM (0.60 MI) TO THE
 RS0476'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.08 KM
 RS0476'(0.05 MI) TO AN APRON. TURN RIGHT, WEST, ON APRON FOR 0.24 KM
 RS0476'(0.15 MI) TO A TAXI.  CONTINUE WEST ON TAXI FOR 0.08 KM (0.05 MI) TO
 RS0476'THE JUNCTION OF THE RUNWAY AND THE STATION.
 RS0476'THE STATION IS LOCATED 53.1 M (174.2 FT) WEST FROM THE SOUTHWEST END
 RS0476'OF A 75 CM CONCRETE CULVERT PIPE, 37.0 M (121.4 FT) SOUTHWEST FROM
 RS0476'RUNWAY CENTER, 22.4 M (73.5 FT) SOUTHWEST FROM RUNWAY LIGHT NUMBER
 RS0476'49, 4.9 M (16.1 FT) SOUTHEAST FROM THE EXTENDED CENTER OF TAXI AND
 RS0476'0.3 M (1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
 RS0476
 RS0476                          STATION RECOVERY (1996)
 RS0476
 RS0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RS0476'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 0.8 KM
 RS0476'(0.50 MI) WEST OF HETTINGER, AT THE HETTINGER MUNICIPAL AIRPORT, ALONG
 RS0476'THE SOUTHWEST SIDE OF THE RUNWAY AND NEAR MIDFIELD. OWNERSHIP -- ADAMS
 RS0476'COUNTY AIRPORT AUTHORITY, P.O. BOX 429, HETTINGER, ND 58639.  AIRPORT
 RS0476'MANAGER IS J.B. LINDQUIST, PHONE 701-567-2069. TO REACH THE STATION
 RS0476'FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE ROUTE 8 SOUTH, LOCATED
 RS0476'AT THE SOUTHWEST CORNER OF HETTINGER, GO EAST ON HIGHWAY 12 AND ROUTE
 RS0476'8 FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF AIRPORT ROAD ON THE LEFT.
 RS0476'TURN LEFT, NORTH, FOR 1.52 KM (0.95 MI) TO A FORK IN THE ROAD.  TURN
 RS0476'LEFT, WEST, FOR 0.96 KM (0.60 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 RS0476'TURN LEFT, SOUTH, FOR 0.08 KM (0.05 MI) TO AN APRON.  TURN RIGHT,
 RS0476'WEST, ON APRON AND ALONG A TAXI FOR 0.32 KM (0.20 MI) TO THE JUNCTION
 RS0476'OF THE RUNWAY AND THE STATION. THE STATION IS A PUNCH HOLE TOP CENTER
 RS0476'OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
 RS0476'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
 RS0476'SET FLUSH WITH THE GROUND.  IT IS 53.1 M (174.2 FT) WEST OF THE
 RS0476'SOUTHWEST END OF A 75 CM CONCRETE CULVERT PIPE, 37.0 M (121.4 FT)
 RS0476'SOUTHWEST OF RUNWAY CENTER, 22.4 M (73.5 FT) SOUTHWEST OF RUNWAY LIGHT
 RS0476'NUMBER 49, 4.9 M (16.1 FT) SOUTHEAST OF THE EXTENDED CENTER OF TAXI
 RS0476'AND 0.3 M (1.0 FT) NORTHEAST OF A SHORT FIBERGLASS WITNESS POST.
 RS0476
 RS0476                          STATION RECOVERY (2002)
 RS0476
 RS0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RS0476'RECOVERED AS DESCRIBED.
 RS0476'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0477 ***********************************************************************
 RS0477  DESIGNATION -  FAA HEI B
 RS0477  PID         -  RS0477
 RS0477  STATE/COUNTY-  ND/ADAMS
 RS0477  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0477
 RS0477                         *CURRENT SURVEY CONTROL
 RS0477  ___________________________________________________________________
 RS0477* NAD 83(1996)-  46 00 40.96070(N)    102 39 00.66803(W)     ADJUSTED  
 RS0477* NAVD 88     -       822.5    (meters)    2698.     (feet)  VERTCON   
 RS0477  ___________________________________________________________________
 RS0477  X           -    -971,906.239 (meters)                     COMP
 RS0477  Y           -  -4,330,238.941 (meters)                     COMP
 RS0477  Z           -   4,566,705.020 (meters)                     COMP
 RS0477  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 RS0477  ELLIP HEIGHT-         804.82  (meters)          (01/23/98) GPS OBS
 RS0477  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 RS0477
 RS0477  HORZ ORDER  -  THIRD
 RS0477  ELLP ORDER  -  FOURTH    CLASS I
 RS0477
 RS0477.This mark is at Hettinger Airport (HEI)
 RS0477
 RS0477.The horizontal coordinates were established by GPS observations
 RS0477.and adjusted by the National Geodetic Survey in January 1998..
 RS0477
 RS0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0477
 RS0477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0477
 RS0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0477
 RS0477.The ellipsoidal height was determined by GPS observations
 RS0477.and is referenced to NAD 83.
 RS0477
 RS0477.The geoid height was determined by GEOID03.
 RS0477
 RS0477;                    North         East     Units Scale Factor Converg.
 RS0477;SPC ND S     -    40,596.398   433,488.103   MT  1.00003824   -1 34 05.9
 RS0477;SPC ND S     -   133,190.28  1,422,205.06   iFT  1.00003824   -1 34 05.9
 RS0477;SPC SD N     -   245,406.541   394,770.232   MT  1.00007988   -1 52 32.3
 RS0477;SPC SD N     -   805,137.96  1,295,175.34   sFT  1.00007988   -1 52 32.3
 RS0477;UTM  13      - 5,097,996.274   681,912.537   MT  1.00000683   +1 41 28.0
 RS0477
 RS0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0477!SPC ND S     -   0.99987385  x   1.00003824  =   0.99991208
 RS0477!SPC SD N     -   0.99987385  x   1.00007988  =   0.99995372
 RS0477!UTM  13      -   0.99987385  x   1.00000683  =   0.99988067
 RS0477
 RS0477:                Primary Azimuth Mark                     Grid Az
 RS0477:SPC ND S     -  FAA HEI A                                317 03 05.4
 RS0477:SPC SD N     -  FAA HEI A                                317 21 31.8
 RS0477:UTM  13      -  FAA HEI A                                313 47 31.5
 RS0477
 RS0477|---------------------------------------------------------------------|
 RS0477| PID    Reference Object                     Distance      Geod. Az  |
 RS0477|                                                           dddmmss.s |
 RS0477| RS0476 FAA HEI A                           APPROX. 0.8 KM 3152859.5 |
 RS0477|---------------------------------------------------------------------|
 RS0477
 RS0477                          SUPERSEDED SURVEY CONTROL
 RS0477
 RS0477  NAD 83(1996)-  46 00 40.94890(N)    102 39 00.66711(W) AD(       ) 3
 RS0477  NAD 83(1986)-  46 00 40.95019(N)    102 39 00.66705(W) AD(       ) 3
 RS0477  NGVD 29 (02/28/92)  822.0    (m)         2697.     (f) GPS OBS        
 RS0477
 RS0477.Superseded values are not recommended for survey control.
 RS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0477.See file dsdata.txt to determine how the superseded data were derived.
 RS0477
 RS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8191397996(NAD 83)
 RS0477_MARKER: I = METAL ROD
 RS0477_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RS0477_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RS0477_STAMPING: FAA HEI B 1991
 RS0477_MARK LOGO: NGS   
 RS0477_PROJECTION: FLUSH
 RS0477_MAGNETIC: I = MARKER IS A STEEL ROD
 RS0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0477+SATELLITE: SATELLITE OBSERVATIONS - 1991
 RS0477_ROD/PIPE-DEPTH: 4.0  meters
 RS0477_SLEEVE-DEPTH  : 1.0 meters
 RS0477
 RS0477  HISTORY     - Date     Condition        Report By
 RS0477  HISTORY     - 1991     MONUMENTED       NGS
 RS0477
 RS0477                          STATION DESCRIPTION
 RS0477
 RS0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RS0477'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) WEST OF HETTINGER, AT THE
 RS0477'HETTINGER MUNICIPAL AIRPORT.  OWNERSHIP--ADAMS COUNTY AIRPORT
 RS0477'AUTHORITY, P.O. BOX 429, HETTINGER, ND 58639.  AIRPORT MANAGER IS
 RS0477'J.B. LINDQUIST, PHONE 701-567-2069.
 RS0477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 RS0477'ROUTE 8 SOUTH, LOCATED AT THE SOUTHWEST CORNER OF HETTINGER, GO EAST
 RS0477'ON HIGHWAY 12 AND ROUTE 8 FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 RS0477'AIRPORT ROAD ON THE LEFT.  TURN LEFT, NORTH, FOR 1.52 KM (0.94 MI) TO
 RS0477'A FORK IN THE ROAD.  TURN LEFT, WEST, FOR 0.96 KM (0.60 MI) TO THE
 RS0477'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.08 KM
 RS0477'(0.05 MI) TO AN APRON.  TURN RIGHT, WEST, ON APRON FOR 0.24 KM
 RS0477'(0.15 MI) TO A TAXI.  CONTINUE WEST ON TAXI FOR 0.08 KM (0.05 MI) TO
 RS0477'THE JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTHEAST, ON RUNWAY FOR 0.8
 RS0477'KM (0.5 MI) TO THE STATION ON THE RIGHT.
 RS0477'THE STATION IS LOCATED 35.5 M (116.5 FT) SOUTHWEST FROM RUNWAY CENTER,
 RS0477'26.5 M (86.9 FT) WEST-SOUTHWEST FROM RUNWAY LIGHT NUMBER 62, 11.3 M
 RS0477'(37.1 FT) WEST-NORTHWEST FROM A WIND SOCK AND 0.3 M (1.0 FT)
 RS0477'NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1222 ***********************************************************************
 SM1222  FBN         -  This is a Federal Base Network Control Station.
 SM1222  DESIGNATION -  FAA ND17 A
 SM1222  PID         -  SM1222
 SM1222  STATE/COUNTY-  ND/WELLS
 SM1222  USGS QUAD   -  HARVEY (1986)
 SM1222
 SM1222                         *CURRENT SURVEY CONTROL
 SM1222  ___________________________________________________________________
 SM1222* NAD 83(1996)-  47 47 31.21090(N)    099 56 03.73367(W)     ADJUSTED  
 SM1222* NAVD 88     -       488.9    (meters)    1604.     (feet)  GPS OBS   
 SM1222  ___________________________________________________________________
 SM1222  X           -    -740,661.155 (meters)                     COMP
 SM1222  Y           -  -4,228,817.701 (meters)                     COMP
 SM1222  Z           -   4,701,715.915 (meters)                     COMP
 SM1222  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 SM1222  ELLIP HEIGHT-         466.60  (meters)          (04/07/03) GPS OBS
 SM1222  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 SM1222
 SM1222  HORZ ORDER  -  B
 SM1222  ELLP ORDER  -  THIRD     CLASS II
 SM1222
 SM1222.The horizontal coordinates were established by GPS observations
 SM1222.and adjusted by the National Geodetic Survey in August 1997..
 SM1222
 SM1222.The orthometric height was determined by GPS observations and a
 SM1222.high-resolution geoid model.
 SM1222
 SM1222.Photographs are available for this station.
 SM1222
 SM1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SM1222
 SM1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1222
 SM1222.The ellipsoidal height was determined by GPS observations
 SM1222.and is referenced to NAD 83.
 SM1222
 SM1222.The geoid height was determined by GEOID03.
 SM1222
 SM1222;                    North         East     Units Scale Factor Converg.
 SM1222;SPC ND N     -    88,210.767   642,377.144   MT  0.99994883   +0 25 15.3
 SM1222;SPC ND N     -   289,405.40  2,107,536.56   iFT  0.99994883   +0 25 15.3
 SM1222;UTM  14      - 5,293,605.317   430,020.757   MT  0.99966018   -0 41 31.7
 SM1222
 SM1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1222!SPC ND N     -   0.99992687  x   0.99994883  =   0.99987571
 SM1222!UTM  14      -   0.99992687  x   0.99966018  =   0.99958708
 SM1222
 SM1222:                Primary Azimuth Mark                     Grid Az
 SM1222:SPC ND N     -  FAA ND17 B                               119 23 16.0
 SM1222:UTM  14      -  FAA ND17 B                               120 30 03.0
 SM1222
 SM1222|---------------------------------------------------------------------|
 SM1222| PID    Reference Object                     Distance      Geod. Az  |
 SM1222|                                                           dddmmss.s |
 SM1222| SM1223 FAA ND17 B                          APPROX. 0.7 KM 1194831.3 |
 SM1222|---------------------------------------------------------------------|
 SM1222
 SM1222                          SUPERSEDED SURVEY CONTROL
 SM1222
 SM1222  ELLIP H (08/29/97)  466.64   (m)                       GP(       ) 3 2
 SM1222  NAD 83(1986)-  47 47 31.21291(N)    099 56 03.73478(W) AD(       ) 3
 SM1222  NGVD 29 (02/28/92)  488.5    (m)         1603.     (f) GPS OBS        
 SM1222
 SM1222.Superseded values are not recommended for survey control.
 SM1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1222.See file dsdata.txt to determine how the superseded data were derived.
 SM1222
 SM1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3002193605(NAD 83)
 SM1222_MARKER: I = METAL ROD
 SM1222_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1222_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1222_STAMPING: FAA ND17 A 1991
 SM1222_MARK LOGO: NGS   
 SM1222_PROJECTION: FLUSH
 SM1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM1222+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 SM1222_ROD/PIPE-DEPTH: 10.1 meters
 SM1222_SLEEVE-DEPTH  : 0.9 meters
 SM1222
 SM1222  HISTORY     - Date     Condition        Report By
 SM1222  HISTORY     - 1991     MONUMENTED       NGS
 SM1222  HISTORY     - 19960917 GOOD             NGS
 SM1222  HISTORY     - 20020520 GOOD             NGS
 SM1222  HISTORY     - 20040820 GOOD             NDSPLS
 SM1222
 SM1222                          STATION DESCRIPTION
 SM1222
 SM1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SM1222'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF HARVEY, AT THE
 SM1222'HARVEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARVEY, P.O.BOX 251,
 SM1222'HARVEY, ND 58341.  AIRPORT MANAGER IS CHARLES A. BAVER, PHONE
 SM1222'701-324-9596, BUSINESS 324-4615, HOME 324-2303.
 SM1222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 SM1222'ROUTE 3, LOCATED ON THE WEST SIDE OF HARVEY, GO NORTH ON ROUTE 3 FOR
 SM1222'2.32 KM (1.44 MI) TO A PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN
 SM1222'RIGHT, EAST, ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE IN A
 SM1222'CHAIN LINK FENCE AND THE OFFICE ON THE RIGHT.  PASS THROUGH GATE AND
 SM1222'CONTINUE EAST, THEN NORTHEAST, CROSSING AN APRON AND ON A TAXI FOR
 SM1222'0.4 KM (0.2 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION.
 SM1222'THE STATION IS LOCATED 30.5 M (100.1 FT) SOUTHEAST FROM TAXI CENTER,
 SM1222'24.0 M (78.7 FT) SOUTHWEST FROM RUNWAY CENTER, 22.0 M (72.2 FT)
 SM1222'SOUTHEAST FROM TAXI LIGHT, 11.8 M (38.7 FT) SOUTHWEST FROM RUNWAY
 SM1222'LIGHT NUMBER 1 AND 0.3 M (1.0 FT) NORTHWEST FROM A SHORT FIBERGLASS
 SM1222'WITNESS POST.
 SM1222
 SM1222                          STATION RECOVERY (1996)
 SM1222
 SM1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 SM1222'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF HARVEY AT THE
 SM1222'HARVEY MUNICIPAL AIRPORT, IN THE SOUTH QUADRANT OF THE JUNCTION OF A
 SM1222'TAXI AND THE RUNWAY.  OWNERSHIP -- CITY OF HARVEY, P.O. BOX 251,
 SM1222'HARVEY, ND 58341.  AIRPORT MANAGER IS CHARLES A. BAUER.  BUSINESS
 SM1222'PHONE IS 701-324-4615.  HOME PHONE IS 701-324-2303.  TO REACH FROM THE
 SM1222'JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 3 ON THE NORTHWEST SIDE
 SM1222'OF HARVEY, GO NORTH ON HIGHWAY 3 FOR 1.85 KM (1.15 MI) TO THE PAVED
 SM1222'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON THE ROAD FOR
 SM1222'0.08 KM (0.05 MI) TO A GATE IN A CHAIN LINK FENCE AT THE APRON AND THE
 SM1222'AIRPORT OFFICE ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST,
 SM1222'THEN NORTHEAST, ACROSS THE APRON AND ALONG A TAXI FOR 0.4 KM (0.25 MI)
 SM1222'TO THE JUNCTION OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE
 SM1222'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 SM1222'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 SM1222'A LOGO CAP SURROUUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 SM1222'30.6 M (100.4 FT) SOUTHEAST OF THE TAXI CENTER, 24.0 M (78.7 FT)
 SM1222'SOUTHWEST OF THE RUNWAY CENTER, 22.0 M (72.2 FT) SOUTHEAST OF TAXI
 SM1222'LIGHT NUMBER 12, 11.8 M (38.7 FT) SOUTHWEST OF RUNWAY LIGHT NUMBER 1
 SM1222'AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 SM1222
 SM1222                          STATION RECOVERY (2002)
 SM1222
 SM1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SM1222'THE STATION IS LOCATED ABOUT 1.25 MILES (2 KM) NORTH OF HARVEY, AT THE
 SM1222'HARVEY MUNICIPAL
 SM1222'AIRPORT.  OWNERSHIP--CITY OF HARVEY, P.O. BOX  251 HARVEY, ND 58341.
 SM1222'CONTACT BOB ALJETS, AT
 SM1222'701-324-2680 .  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 SM1222'52 AND STATE
 SM1222'HIGHWAY 3, ON THE NORTHWEST SIDE OF HARVEY.  GO EAST AND THEN WEST, ON
 SM1222'HIGHWAY 3 FOR
 SM1222'1.6 MILES TO A PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 SM1222'EAST, ON AIRPORT
 SM1222'ENTRANCE ROAD FOR 0.05 MILE TO A GATE AHEAD, AND AIRPORT OFFICE ON THE
 SM1222'RIGHT.  PASS
 SM1222'THROUGH THE GATE AND CONTINUE EAST, THEN NORTHEAST, ACROSS THE APRON
 SM1222'AND ALONG A
 SM1222'TAXIWAY FOR 0.25 MILE (0.4 KM) TO THE JUNCTION OF THE RUNWAY AND
 SM1222'STATION ON THE RIGHT.
 SM1222'100.4 FEET (30.6 METERS) SOUTHEAST OF THE CENTER OF THE TAXIWAY, 95.2
 SM1222'FEET (29.01 METERS)
 SM1222'EAST FROM THE EDGE OF THE TAXIWAY AT THE HOLDS BAR, 78.7 FEET (24.0
 SM1222'METERS) SOUTHWEST
 SM1222'FROM THE CENTER OF THE RUNWAY, 72.2 FEET (22.0 METERS) SOUTHEAST FROM
 SM1222'A TAXIWAY LIGHT,
 SM1222'38.7 FEET (11.8 METERS) SOUTHWEST FROM RUNWAY LIGHT NUMBER 1,  AND
 SM1222'29.8 FEET (9.09 METERS)
 SM1222'NORTH OF A WITNESS POST.
 SM1222' 
 SM1222' 
 SM1222' 
 SM1222'
 SM1222
 SM1222                          STATION RECOVERY (2004)
 SM1222
 SM1222'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 SM1222'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1223 ***********************************************************************
 SM1223  DESIGNATION -  FAA ND17 B
 SM1223  PID         -  SM1223
 SM1223  STATE/COUNTY-  ND/WELLS
 SM1223  USGS QUAD   -  HARVEY (1986)
 SM1223
 SM1223                         *CURRENT SURVEY CONTROL
 SM1223  ___________________________________________________________________
 SM1223* NAD 83(1996)-  47 47 19.77690(N)    099 55 34.12132(W)     ADJUSTED  
 SM1223* NAVD 88     -       488.8    (meters)    1604.     (feet)  VERTCON   
 SM1223  ___________________________________________________________________
 SM1223  X           -    -740,099.121 (meters)                     COMP
 SM1223  Y           -  -4,229,181.609 (meters)                     COMP
 SM1223  Z           -   4,701,478.583 (meters)                     COMP
 SM1223  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 SM1223  ELLIP HEIGHT-         466.52  (meters)          (01/23/98) GPS OBS
 SM1223  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SM1223
 SM1223  HORZ ORDER  -  THIRD
 SM1223  ELLP ORDER  -  FOURTH    CLASS I
 SM1223
 SM1223.The horizontal coordinates were established by GPS observations
 SM1223.and adjusted by the National Geodetic Survey in January 1998..
 SM1223
 SM1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1223
 SM1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SM1223
 SM1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1223
 SM1223.The ellipsoidal height was determined by GPS observations
 SM1223.and is referenced to NAD 83.
 SM1223
 SM1223.The geoid height was determined by GEOID03.
 SM1223
 SM1223;                    North         East     Units Scale Factor Converg.
 SM1223;SPC ND N     -    87,862.215   642,996.033   MT  0.99994911   +0 25 37.3
 SM1223;SPC ND N     -   288,261.86  2,109,567.04   iFT  0.99994911   +0 25 37.3
 SM1223;UTM  14      - 5,293,244.913   430,632.582   MT  0.99965913   -0 41 09.6
 SM1223
 SM1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1223!SPC ND N     -   0.99992689  x   0.99994911  =   0.99987600
 SM1223!UTM  14      -   0.99992689  x   0.99965913  =   0.99958604
 SM1223
 SM1223:                Primary Azimuth Mark                     Grid Az
 SM1223:SPC ND N     -  FAA ND17 A                               299 23 15.9
 SM1223:UTM  14      -  FAA ND17 A                               300 30 02.8
 SM1223
 SM1223|---------------------------------------------------------------------|
 SM1223| PID    Reference Object                     Distance      Geod. Az  |
 SM1223|                                                           dddmmss.s |
 SM1223| SM1222 FAA ND17 A                          APPROX. 0.7 KM 2994853.2 |
 SM1223|---------------------------------------------------------------------|
 SM1223
 SM1223                          SUPERSEDED SURVEY CONTROL
 SM1223
 SM1223  NAD 83(1986)-  47 47 19.77887(N)    099 55 34.12245(W) AD(       ) 3
 SM1223  NGVD 29 (02/28/92)  488.4    (m)         1602.     (f) GPS OBS        
 SM1223
 SM1223.Superseded values are not recommended for survey control.
 SM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1223.See file dsdata.txt to determine how the superseded data were derived.
 SM1223
 SM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3063393245(NAD 83)
 SM1223_MARKER: I = METAL ROD
 SM1223_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1223_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1223_STAMPING: FAA ND17 B 1991
 SM1223_MARK LOGO: NGS   
 SM1223_PROJECTION: FLUSH
 SM1223_MAGNETIC: I = MARKER IS A STEEL ROD
 SM1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM1223+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SM1223_ROD/PIPE-DEPTH: 6.9  meters
 SM1223_SLEEVE-DEPTH  : 1.0 meters
 SM1223
 SM1223  HISTORY     - Date     Condition        Report By
 SM1223  HISTORY     - 1991     MONUMENTED       NGS
 SM1223
 SM1223                          STATION DESCRIPTION
 SM1223
 SM1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SM1223'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF HARVEY, AT THE
 SM1223'HARVEY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF HARVEY, P.O.BOX 251,
 SM1223'HARVEY, ND 58341.  AIRPORT MANAGER IS CHARLES A. BAVER, PHONE
 SM1223'701-324-9596, BUSINESS 324-4615, HOME 324-2303.
 SM1223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 SM1223'ROUTE 3, LOCATED ON THE WEST SIDE OF HARVEY, GO NORTH ON ROUTE 3 FOR
 SM1223'2.32 KM (1.44 MI) TO A PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN
 SM1223'RIGHT, EAST, ON ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO A GATE IN A
 SM1223'CHAIN LINK FENCE AND THE OFFICE ON THE RIGHT.  PASS THROUGH GATE AND
 SM1223'CONTINUE EAST, THEN NORTHEAST, CROSSING AN APRON AND ON A TAXI FOR
 SM1223'0.4 KM (0.2 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT,
 SM1223'SOUTHEAST, ON RUNWAY FOR 0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT.
 SM1223'THE STATION IS LOCATED 27.3 M (89.6 FT) NORTHWEST FROM THE NORTHWEST
 SM1223'EDGE OF TURNAROUND, 24.1 M (79.1 FT) WEST-NORTHWEST FROM A 75 CM
 SM1223'CONCRETE CULVERT PIPE, 20.5 M (67.3 FT) SOUTHWEST FROM RUNWAY CENTER,
 SM1223'10.2 M (33.5 FT) SOUTHWEST FROM RUNWAY LIGHT NUMBER 13 AND 0.3 M
 SM1223'(1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0854 ***********************************************************************
 SO0854  DESIGNATION -  FAA S25 A
 SO0854  PID         -  SO0854
 SO0854  STATE/COUNTY-  ND/MCKENZIE
 SO0854  USGS QUAD   -  WATFORD CITY (1978)
 SO0854
 SO0854                         *CURRENT SURVEY CONTROL
 SO0854  ___________________________________________________________________
 SO0854* NAD 83(1996)-  47 47 59.22201(N)    103 15 33.11279(W)     ADJUSTED  
 SO0854* NAVD 88     -       626.4    (meters)    2055.     (feet)  VERTCON   
 SO0854  ___________________________________________________________________
 SO0854  X           -    -984,546.533 (meters)                     COMP
 SO0854  Y           -  -4,178,213.002 (meters)                     COMP
 SO0854  Z           -   4,702,402.490 (meters)                     COMP
 SO0854  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 SO0854  ELLIP HEIGHT-         608.83  (meters)          (01/23/98) GPS OBS
 SO0854  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0854
 SO0854  HORZ ORDER  -  THIRD
 SO0854  ELLP ORDER  -  FOURTH    CLASS I
 SO0854
 SO0854.This mark is at Watford City Airport (S25)
 SO0854
 SO0854.The horizontal coordinates were established by GPS observations
 SO0854.and adjusted by the National Geodetic Survey in January 1998..
 SO0854
 SO0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0854
 SO0854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SO0854
 SO0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0854
 SO0854.The ellipsoidal height was determined by GPS observations
 SO0854.and is referenced to NAD 83.
 SO0854
 SO0854.The geoid height was determined by GEOID03.
 SO0854
 SO0854;                    North         East     Units Scale Factor Converg.
 SO0854;SPC ND N     -    92,623.210   393,353.387   MT  0.99994815   -2 03 11.6
 SO0854;SPC ND N     -   303,881.92  1,290,529.48   iFT  0.99994815   -2 03 11.6
 SO0854;UTM  13      - 5,295,514.637   630,355.719   MT  0.99980881   +1 17 23.2
 SO0854
 SO0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0854!SPC ND N     -   0.99990458  x   0.99994815  =   0.99985274
 SO0854!UTM  13      -   0.99990458  x   0.99980881  =   0.99971341
 SO0854
 SO0854:                Primary Azimuth Mark                     Grid Az
 SO0854:SPC ND N     -  FAA S25 B                                136 38 24.5
 SO0854:UTM  13      -  FAA S25 B                                133 17 49.7
 SO0854
 SO0854|---------------------------------------------------------------------|
 SO0854| PID    Reference Object                     Distance      Geod. Az  |
 SO0854|                                                           dddmmss.s |
 SO0854| SO0855 FAA S25 B                           APPROX. 1.2 KM 1343512.9 |
 SO0854|---------------------------------------------------------------------|
 SO0854
 SO0854                          SUPERSEDED SURVEY CONTROL
 SO0854
 SO0854  NAD 83(1986)-  47 47 59.22163(N)    103 15 33.10985(W) AD(       ) 3
 SO0854  NGVD 29 (02/28/92)  625.9    (m)         2053.     (f) GPS OBS        
 SO0854
 SO0854.Superseded values are not recommended for survey control.
 SO0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0854.See file dsdata.txt to determine how the superseded data were derived.
 SO0854
 SO0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3035695515(NAD 83)
 SO0854_MARKER: I = METAL ROD
 SO0854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SO0854_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SO0854_STAMPING: FAA S25 A 1991
 SO0854_MARK LOGO: NGS   
 SO0854_PROJECTION: FLUSH
 SO0854_MAGNETIC: I = MARKER IS A STEEL ROD
 SO0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0854+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SO0854_ROD/PIPE-DEPTH: 13.4 meters
 SO0854_SLEEVE-DEPTH  : 1.0 meters
 SO0854
 SO0854  HISTORY     - Date     Condition        Report By
 SO0854  HISTORY     - 1991     MONUMENTED       NGS
 SO0854
 SO0854                          STATION DESCRIPTION
 SO0854
 SO0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SO0854'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF WATFORD CITY, AT
 SO0854'THE WATFORD CITY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WATFORD CITY,
 SO0854'P.O. BOX 562, WATFORD CITY, ND 58854.  AIRPORT MANAGER IS WALLCE
 SO0854'JOHNSON, HOME PHONE 701-842-2523, PAGER 701-774-1775.
 SO0854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85, STATE ROUTE
 SO0854'200 AND STATE TRUCK ROUTE 23 LOCATED ON THE SOUTH SIDE OF WATFORD
 SO0854'CITY, GO EAST ON TRUCK ROUTE 23 FOR 1.36 KM (0.85 MI) TO A CURVE
 SO0854'NORTH.  CONTINUE NORTH ON TRUCK ROUTE 23 FOR 1.04 KM (0.65 MI) TO THE
 SO0854'PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST THEN
 SO0854'SOUTH, ON ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE IN A CHAIN
 SO0854'LINK FENCE.  PASS THROUGH GATE AND GO SOUTH-SOUTHEAST CROSSING APRON
 SO0854'AND ON TAXI FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF THE RUNWAY AND THE
 SO0854'STATION ON THE LEFT.
 SO0854'THE STATION IS LOCATED 32.7 M (107.3 FT) NORTHEAST FROM RUNWAY CENTER,
 SO0854'32.7 M (107.3 FT) EAST FROM TAXI CENTER, 22.6 M (74.1 FT) EAST FROM A
 SO0854'TAXI LIGHT, 18.3 M (60.0 FT) NORTHEAST FROM A RUNWAY LIGHT AND 0.3 M
 SO0854'(1.0 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0855 ***********************************************************************
 SO0855  DESIGNATION -  FAA S25 B
 SO0855  PID         -  SO0855
 SO0855  STATE/COUNTY-  ND/MCKENZIE
 SO0855  USGS QUAD   -  SCHAFER (1978)
 SO0855
 SO0855                         *CURRENT SURVEY CONTROL
 SO0855  ___________________________________________________________________
 SO0855* NAD 83(1996)-  47 47 31.32930(N)    103 14 51.12278(W)     ADJUSTED  
 SO0855* NAVD 88     -       641.2    (meters)    2104.     (feet)  VERTCON   
 SO0855  ___________________________________________________________________
 SO0855  X           -    -983,844.462 (meters)                     COMP
 SO0855  Y           -  -4,179,044.212 (meters)                     COMP
 SO0855  Z           -   4,701,834.656 (meters)                     COMP
 SO0855  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 SO0855  ELLIP HEIGHT-         623.59  (meters)          (01/23/98) GPS OBS
 SO0855  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0855
 SO0855  HORZ ORDER  -  THIRD
 SO0855  ELLP ORDER  -  FOURTH    CLASS I
 SO0855
 SO0855.This mark is at Watford City Airport (S25)
 SO0855
 SO0855.The horizontal coordinates were established by GPS observations
 SO0855.and adjusted by the National Geodetic Survey in January 1998..
 SO0855
 SO0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0855
 SO0855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SO0855
 SO0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0855
 SO0855.The ellipsoidal height was determined by GPS observations
 SO0855.and is referenced to NAD 83.
 SO0855
 SO0855.The geoid height was determined by GEOID03.
 SO0855
 SO0855;                    North         East     Units Scale Factor Converg.
 SO0855;SPC ND N     -    91,731.096   394,195.835   MT  0.99994882   -2 02 40.3
 SO0855;SPC ND N     -   300,955.04  1,293,293.42   iFT  0.99994882   -2 02 40.3
 SO0855;SPC ND S     -   239,866.574   394,167.973   MT  1.00007587   -2 00 14.4
 SO0855;SPC ND S     -   786,963.83  1,293,202.01   iFT  1.00007587   -2 00 14.4
 SO0855;UTM  13      - 5,294,673.282   631,248.630   MT  0.99981168   +1 17 53.7
 SO0855
 SO0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0855!SPC ND N     -   0.99990227  x   0.99994882  =   0.99985110
 SO0855!SPC ND S     -   0.99990227  x   1.00007587  =   0.99997813
 SO0855!UTM  13      -   0.99990227  x   0.99981168  =   0.99971397
 SO0855
 SO0855:                Primary Azimuth Mark                     Grid Az
 SO0855:SPC ND N     -  FAA S25 A                                316 38 24.3
 SO0855:SPC ND S     -  FAA S25 A                                316 35 58.4
 SO0855:UTM  13      -  FAA S25 A                                313 17 50.3
 SO0855
 SO0855|---------------------------------------------------------------------|
 SO0855| PID    Reference Object                     Distance      Geod. Az  |
 SO0855|                                                           dddmmss.s |
 SO0855| SO0854 FAA S25 A                           APPROX. 1.2 KM 3143544.0 |
 SO0855|---------------------------------------------------------------------|
 SO0855
 SO0855                          SUPERSEDED SURVEY CONTROL
 SO0855
 SO0855  NAD 83(1986)-  47 47 31.32893(N)    103 14 51.11984(W) AD(       ) 3
 SO0855  NGVD 29 (02/28/92)  640.6    (m)         2102.     (f) GPS OBS        
 SO0855
 SO0855.Superseded values are not recommended for survey control.
 SO0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0855.See file dsdata.txt to determine how the superseded data were derived.
 SO0855
 SO0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3124994673(NAD 83)
 SO0855_MARKER: I = METAL ROD
 SO0855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SO0855_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SO0855_STAMPING: FAA S25 B 1991
 SO0855_MARK LOGO: NGS   
 SO0855_PROJECTION: FLUSH
 SO0855_MAGNETIC: I = MARKER IS A STEEL ROD
 SO0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0855+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SO0855_ROD/PIPE-DEPTH: 8.9  meters
 SO0855_SLEEVE-DEPTH  : 1.0 meters
 SO0855
 SO0855  HISTORY     - Date     Condition        Report By
 SO0855  HISTORY     - 1991     MONUMENTED       NGS
 SO0855
 SO0855                          STATION DESCRIPTION
 SO0855
 SO0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SO0855'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF WATFORD CITY, AT
 SO0855'THE WATFORD CITY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WATFORD CITY,
 SO0855'P.O. BOX 562, WATFORD CITY, ND 58854.  AIRPORT MANAGER IS WALLCE
 SO0855'JOHNSON, HOME PHONE 701-842-2523, PAGER 701-774-1775.
 SO0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85, STATE ROUTE
 SO0855'200, AND STATE TRUCK ROUTE 23 LOCATED ON THE SOUTH SIDE OF WATFORD
 SO0855'CITY, GO EAST ON TRUCK ROUTE 23 FOR 1.36 KM (0.85 MI) TO A CURVE
 SO0855'NORTH.  CONTINUE NORTH ON TRUCK ROUTE 23 FOR 1.04 KM (0.65 MI) TO A
 SO0855'PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, EAST THEN
 SO0855'SOUTH, ON ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE IN A CHAIN
 SO0855'LINK FENCE.  PASS THROUGH GATE AND GO SOUTH-SOUTHEAST CROSSING APRON
 SO0855'AND ON TAXI FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF THE RUNWAY.  TURN
 SO0855'LEFT, SOUTHEAST, ON RUNWAY FOR 1.28 KM (0.80 MI) TO THE STATION ON
 SO0855'THE LEFT.
 SO0855'THE STATION IS LOCATED 35.8 M (117.5 FT) NORTHEAST FROM RUNWAY CENTER,
 SO0855'31.7 M (104.0 FT) NORTHWEST FROM NORTH CORNER OF TURNAROUND, 21.1 M
 SO0855'(69.2 FT) NORTHEAST FROM RUNWAY LIGHT AND 0.3 M (1.0 FT) SOUTHWEST
 SO0855'FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1226 ***********************************************************************
 SM1226  DESIGNATION -  FAA S32 A
 SM1226  PID         -  SM1226
 SM1226  STATE/COUNTY-  ND/GRIGGS
 SM1226  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM1226
 SM1226                         *CURRENT SURVEY CONTROL
 SM1226  ___________________________________________________________________
 SM1226* NAD 83(1996)-  47 25 27.28882(N)    098 06 30.46361(W)     ADJUSTED  
 SM1226* NAVD 88     -       433.9    (meters)    1424.     (feet)  VERTCON   
 SM1226  ___________________________________________________________________
 SM1226  X           -    -609,797.617 (meters)                     COMP
 SM1226  Y           -  -4,280,129.674 (meters)                     COMP
 SM1226  Z           -   4,674,104.892 (meters)                     COMP
 SM1226  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 SM1226  ELLIP HEIGHT-         409.05  (meters)          (03/16/99) GPS OBS
 SM1226  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 SM1226
 SM1226  HORZ ORDER  -  THIRD
 SM1226  ELLP ORDER  -  FOURTH    CLASS I
 SM1226
 SM1226.The horizontal coordinates were established by GPS observations
 SM1226.and adjusted by the National Geodetic Survey in January 1998..
 SM1226
 SM1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1226
 SM1226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SM1226
 SM1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1226
 SM1226.The ellipsoidal height was determined by GPS observations
 SM1226.and is referenced to NAD 83.
 SM1226
 SM1226.The geoid height was determined by GEOID03.
 SM1226
 SM1226;                    North         East     Units Scale Factor Converg.
 SM1226;SPC ND N     -    49,970.274   780,417.337   MT  1.00000180   +1 46 46.6
 SM1226;SPC ND N     -   163,944.47  2,560,424.33   iFT  1.00000180   +1 46 46.6
 SM1226;UTM  14      - 5,252,696.133   567,241.075   MT  0.99965556   +0 39 23.5
 SM1226
 SM1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1226!SPC ND N     -   0.99993589  x   1.00000180  =   0.99993769
 SM1226!UTM  14      -   0.99993589  x   0.99965556  =   0.99959147
 SM1226
 SM1226:                Primary Azimuth Mark                     Grid Az
 SM1226:SPC ND N     -  FAA S32 B                                132 57 20.9
 SM1226:UTM  14      -  FAA S32 B                                134 04 44.0
 SM1226
 SM1226|---------------------------------------------------------------------|
 SM1226| PID    Reference Object                     Distance      Geod. Az  |
 SM1226|                                                           dddmmss.s |
 SM1226| SM1227 FAA S32 B                           APPROX. 0.7 KM 1344407.5 |
 SM1226|---------------------------------------------------------------------|
 SM1226
 SM1226                          SUPERSEDED SURVEY CONTROL
 SM1226
 SM1226  ELLIP H (01/23/98)  409.01   (m)                       GP(       ) 4 1
 SM1226  NAD 83(1986)-  47 25 27.28740(N)    098 06 30.45892(W) AD(       ) 3
 SM1226  NGVD 29 (02/28/92)  433.5    (m)         1422.     (f) GPS OBS        
 SM1226
 SM1226.Superseded values are not recommended for survey control.
 SM1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1226.See file dsdata.txt to determine how the superseded data were derived.
 SM1226
 SM1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6724152696(NAD 83)
 SM1226_MARKER: I = METAL ROD
 SM1226_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1226_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1226_STAMPING: FAA S32 A 1991
 SM1226_MARK LOGO: NGS   
 SM1226_PROJECTION: FLUSH
 SM1226_MAGNETIC: I = MARKER IS A STEEL ROD
 SM1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM1226+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SM1226_ROD/PIPE-DEPTH: 3.8  meters
 SM1226_SLEEVE-DEPTH  : 1.0 meters
 SM1226
 SM1226  HISTORY     - Date     Condition        Report By
 SM1226  HISTORY     - 1991     MONUMENTED       NGS
 SM1226
 SM1226                          STATION DESCRIPTION
 SM1226
 SM1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SM1226'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) SOUTHEAST OF COOPERSTOWN,
 SM1226'AT THE COOPERSTOWN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 SM1226'COOPERSTOWN, P.O. BOX 486, COOPERSTOWN, ND.  AIRPORT MANAGER IS JOHN
 SM1226'WAKEFIELD, PHONE 701-797-3612.
 SM1226'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 200 AND 45,
 SM1226'LOCATED ON THE SOUTH SIDE OF COOPERSTOWN, GO EAST ON ROUTE 200 FOR
 SM1226'0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY ROAD 19 ON THE RIGHT. TURN
 SM1226'RIGHT, SOUTH, ON ROAD 19 FOR 1.68 KM (1.04 MI) TO THE PAVED AIRPORT
 SM1226'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI) TO
 SM1226'THE AIRPORT OFFICE ON THE LEFT IN AN OLD TRUCK BOX. TURN RIGHT,
 SM1226'SOUTHEAST, CROSSING AN APRON AND ON THE SOUTH ONE OF TWO TAXI
 SM1226'APPROACHES FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF THE RUNWAY AND THE
 SM1226'STATION ON THE RIGHT.
 SM1226'THE STATION IS 30.0 M (98.4 FT) SOUTHEAST FROM TAXI CENTER, 21.0 M
 SM1226'(68.9 FT) SOUTHWEST FROM RUNWAY CENTER, 18.8 M (61.7 FT)
 SM1226'SOUTH-SOUTHEAST FROM TAXI LIGHT NUMBER 31, 8.8 M (28.9 FT) SOUTHWEST
 SM1226'FROM RUNWAY LIGHT NUMBER 44 AND 0.3 M (1.0 FT) NORTHEAST FROM A SHORT
 SM1226'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1227 ***********************************************************************
 SM1227  DESIGNATION -  FAA S32 B
 SM1227  PID         -  SM1227
 SM1227  STATE/COUNTY-  ND/GRIGGS
 SM1227  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM1227
 SM1227                         *CURRENT SURVEY CONTROL
 SM1227  ___________________________________________________________________
 SM1227* NAD 83(1996)-  47 25 10.55249(N)    098 06 05.57696(W)     ADJUSTED  
 SM1227* NAVD 88     -       432.8    (meters)    1420.     (feet)  VERTCON   
 SM1227  ___________________________________________________________________
 SM1227  X           -    -609,334.736 (meters)                     COMP
 SM1227  Y           -  -4,280,579.319 (meters)                     COMP
 SM1227  Z           -   4,673,754.363 (meters)                     COMP
 SM1227  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 SM1227  ELLIP HEIGHT-         407.97  (meters)          (03/16/99) GPS OBS
 SM1227  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 SM1227
 SM1227  HORZ ORDER  -  THIRD
 SM1227  ELLP ORDER  -  FOURTH    CLASS I
 SM1227
 SM1227.The horizontal coordinates were established by GPS observations
 SM1227.and adjusted by the National Geodetic Survey in January 1998..
 SM1227
 SM1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1227
 SM1227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SM1227
 SM1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1227
 SM1227.The ellipsoidal height was determined by GPS observations
 SM1227.and is referenced to NAD 83.
 SM1227
 SM1227.The geoid height was determined by GEOID03.
 SM1227
 SM1227;                    North         East     Units Scale Factor Converg.
 SM1227;SPC ND N     -    49,469.876   780,954.779   MT  1.00000273   +1 47 05.2
 SM1227;SPC ND N     -   162,302.74  2,562,187.60   iFT  1.00000273   +1 47 05.2
 SM1227;UTM  14      - 5,252,185.473   567,768.423   MT  0.99965644   +0 39 41.7
 SM1227
 SM1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1227!SPC ND N     -   0.99993606  x   1.00000273  =   0.99993879
 SM1227!UTM  14      -   0.99993606  x   0.99965644  =   0.99959252
 SM1227
 SM1227:                Primary Azimuth Mark                     Grid Az
 SM1227:SPC ND N     -  FAA S32 A                                312 57 20.7
 SM1227:UTM  14      -  FAA S32 A                                314 04 44.2
 SM1227
 SM1227|---------------------------------------------------------------------|
 SM1227| PID    Reference Object                     Distance      Geod. Az  |
 SM1227|                                                           dddmmss.s |
 SM1227| SM1226 FAA S32 A                           APPROX. 0.7 KM 3144425.9 |
 SM1227|---------------------------------------------------------------------|
 SM1227
 SM1227                          SUPERSEDED SURVEY CONTROL
 SM1227
 SM1227  ELLIP H (01/23/98)  407.93   (m)                       GP(       ) 4 1
 SM1227  NAD 83(1986)-  47 25 10.55107(N)    098 06 05.57225(W) AD(       ) 3
 SM1227  NGVD 29 (02/28/92)  432.5    (m)         1419.     (f) GPS OBS        
 SM1227
 SM1227.Superseded values are not recommended for survey control.
 SM1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1227.See file dsdata.txt to determine how the superseded data were derived.
 SM1227
 SM1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6776852185(NAD 83)
 SM1227_MARKER: I = METAL ROD
 SM1227_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1227_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1227_STAMPING: FAA S32 B 1991
 SM1227_MARK LOGO: NGS   
 SM1227_PROJECTION: FLUSH
 SM1227_MAGNETIC: I = MARKER IS A STEEL ROD
 SM1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM1227+SATELLITE: SATELLITE OBSERVATIONS - 1991
 SM1227_ROD/PIPE-DEPTH: 3.4  meters
 SM1227_SLEEVE-DEPTH  : 1.0 meters
 SM1227
 SM1227  HISTORY     - Date     Condition        Report By
 SM1227  HISTORY     - 1991     MONUMENTED       NGS
 SM1227
 SM1227                          STATION DESCRIPTION
 SM1227
 SM1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SM1227'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) SOUTHEAST OF COOPERSTOWN,
 SM1227'AT THE COOPERSTOWN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 SM1227'COOPERSTOWN, P.O. BOX 486, COOPERSTOWN, ND.  AIRPORT MANAGER IS JOHN
 SM1227'WAKEFIELD, PHONE 701-797-3612.
 SM1227'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 200 AND 45,
 SM1227'LOCATED ON THE SOUTH SIDE OF COOPERSTOWN, GO EAST ON ROUTE 200 FOR
 SM1227'0.8 KM (0.5 MI) TO THE JUNCTION OF COUNTY ROAD 19 ON THE RIGHT.  TURN
 SM1227'RIGHT, SOUTH, ON ROAD 19 FOR 1.68 KM (1.04 MI) TO THE PAVED AIRPORT
 SM1227'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, FOR 0.08 KM (0.05 MI) TO
 SM1227'THE AIRPORT OFFICE ON THE LEFT IN AN OLD TRUCK BOX. TURN RIGHT,
 SM1227'SOUTHEAST, CROSSING AN APRON AND ON THE SOUTH ONE OF TWO TAXI
 SM1227'APPROACHES FOR 0.4 KM (0.2 MI) TO THE JUNCTION OF THE RUNWAY. TURN
 SM1227'RIGHT, SOUTHEAST, ON RUNWAY FOR 0.8 KM (0.5 MI) TO THE STATION ON THE
 SM1227'RIGHT.
 SM1227'THE STATION IS 28.6 M (93.8 FT) NORTHWEST FROM THE NORTHWEST EDGE OF
 SM1227'TURNAROUND, 21.9 M (71.9 FT) SOUTHWEST FROM RUNWAY CENTER, 9.6 M
 SM1227'(31.5 FT) SOUTHWEST FROM RUNWAY LIGHT NUMBER 31 AND 0.3 M (1.0 FT)
 SM1227'NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0986 ***********************************************************************
 RR0986  CBN         -  This is a Cooperative Base Network Control Station.
 RR0986  PACS        -  This is a Primary Airport Control Station.
 RR0986  DESIGNATION -  FAA Y19 A
 RR0986  PID         -  RR0986
 RR0986  STATE/COUNTY-  ND/MORTON
 RR0986  USGS QUAD   -  MANDAN (1976)
 RR0986
 RR0986                         *CURRENT SURVEY CONTROL
 RR0986  ___________________________________________________________________
 RR0986* NAD 83(1996)-  46 46 11.98026(N)    100 53 41.26180(W)     ADJUSTED  
 RR0986* NAVD 88     -       590.61   (meters)    1937.7    (feet)  GPS OBS   
 RR0986  ___________________________________________________________________
 RR0986  X           -    -827,231.693 (meters)                     COMP
 RR0986  Y           -  -4,297,855.953 (meters)                     COMP
 RR0986  Z           -   4,624,703.826 (meters)                     COMP
 RR0986  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 RR0986  ELLIP HEIGHT-         569.31  (meters)          (04/10/03) GPS OBS
 RR0986  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 RR0986
 RR0986  HORZ ORDER  -  B
 RR0986  ELLP ORDER  -  FOURTH    CLASS I
 RR0986
 RR0986.This mark is at Mandan Airport (Y19)
 RR0986
 RR0986.The horizontal coordinates were established by GPS observations
 RR0986.and adjusted by the National Geodetic Survey in August 1997..
 RR0986
 RR0986.The orthometric height was determined by GPS observations and a
 RR0986.high-resolution geoid model.
 RR0986
 RR0986.GPS derived orthometric heights for airport stations designated as
 RR0986.PACS or SACS are published to 2 decimal places.  This maintains
 RR0986.centimeter relative accuracy between the PACS and SACS.  It does
 RR0986.not indicate centimeter accuracy relative to other marks which are
 RR0986.part of the NAVD 88 network.
 RR0986
 RR0986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0986
 RR0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0986
 RR0986.The ellipsoidal height was determined by GPS observations
 RR0986.and is referenced to NAD 83.
 RR0986
 RR0986.The geoid height was determined by GEOID03.
 RR0986
 RR0986;                    North         East     Units Scale Factor Converg.
 RR0986;SPC ND S     -   122,717.867   569,846.906   MT  0.99993649   -0 17 16.6
 RR0986;SPC ND S     -   402,617.67  1,869,576.46   iFT  0.99993649   -0 17 16.6
 RR0986;UTM  14      - 5,181,348.183   355,331.697   MT  0.99985724   -1 22 50.9
 RR0986
 RR0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0986!SPC ND S     -   0.99991077  x   0.99993649  =   0.99984726
 RR0986!UTM  14      -   0.99991077  x   0.99985724  =   0.99976802
 RR0986
 RR0986:                Primary Azimuth Mark                     Grid Az
 RR0986:SPC ND S     -  FAA Y19 B                                144 55 31.4
 RR0986:UTM  14      -  FAA Y19 B                                146 01 05.7
 RR0986
 RR0986|---------------------------------------------------------------------|
 RR0986| PID    Reference Object                     Distance      Geod. Az  |
 RR0986|                                                           dddmmss.s |
 RR0986| RR0987 FAA Y19 B                           APPROX. 0.6 KM 1443814.8 |
 RR0986|---------------------------------------------------------------------|
 RR0986
 RR0986                          SUPERSEDED SURVEY CONTROL
 RR0986
 RR0986  ELLIP H (08/29/97)  569.35   (m)                       GP(       ) 3 2
 RR0986  NAD 83(1986)-  46 46 11.97535(N)    100 53 41.24624(W) AD(       ) 3
 RR0986  NGVD 29 (02/28/92)  590.2    (m)         1936.     (f) GPS OBS        
 RR0986
 RR0986.Superseded values are not recommended for survey control.
 RR0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0986.See file dsdata.txt to determine how the superseded data were derived.
 RR0986
 RR0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5533281348(NAD 83)
 RR0986_MARKER: I = METAL ROD
 RR0986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RR0986_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RR0986_STAMPING: FAA Y19 A 1991
 RR0986_MARK LOGO: NGS   
 RR0986_PROJECTION: FLUSH
 RR0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0986+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 RR0986_ROD/PIPE-DEPTH: 5.2  meters
 RR0986_SLEEVE-DEPTH  : 1.0 meters
 RR0986
 RR0986  HISTORY     - Date     Condition        Report By
 RR0986  HISTORY     - 1991     MONUMENTED       NGS
 RR0986  HISTORY     - 19960729 GOOD             NGS
 RR0986
 RR0986                          STATION DESCRIPTION
 RR0986
 RR0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RR0986'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTH OF MANDAN, AT THE
 RR0986'MANDAN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MANDAN, P.O. BOX 250,
 RR0986'MANDAN, ND 58554.  AIRPORT MANAGER IS JIM LAWLER, PHONE 701-663-0669,
 RR0986'HOME 663-3690.
 RR0986'TO REACH THE STATION FROM THE JUNCTION OF BUSSINESS LOOP 94 AND STATE
 RR0986'ROUTE 6, LOCATED ON THE WEST SIDE OF MANDAN, GO SOUTH ON ROUTE 6 FOR
 RR0986'6.9 KM (4.3 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 RR0986'LEFT, EAST, ON ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A BLUE HANGAR
 RR0986'ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE SOUTHWEST SIDE OF HANGAR
 RR0986'AND PASS THROUGH A GATE FOR 50.0 M (164.0 FT) TO THE WEST CORNER OF
 RR0986'HANGAR. THE OFFICE IS IN THE NORTHWEST END OF BLUE HANGAR.  TURN
 RR0986'RIGHT, NORTHEAST, FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.
 RR0986'CONTINUE NORTHEAST ON TAXI APPROACH FOR 0.08 KM (0.05 MI) TO JUNCTION
 RR0986'OF THE RUNWAY AND THE STATION.
 RR0986'THE STATION IS LOCATED 36.8 M (120.7 FT) NORTHEAST FROM RUNWAY CENTER,
 RR0986'23.6 M (77.4 FT) EAST-NORTHEAST FROM A RUNWAY LIGHT AND 0.3 M
 RR0986'(1.0 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 RR0986
 RR0986                          STATION RECOVERY (1996)
 RR0986
 RR0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RR0986'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 6.6 KM
 RR0986'(4.10 MI) SOUTH OF MANDAN, AT THE MANDAN MUNICIPAL AIRPORT, IN GRASS
 RR0986'ON THE NORTHEAST SIDE OF THE RUNWAY AND ON THE EXTENDED CENTER OF A
 RR0986'CONNECTOR TAXI FROM THE APRON.  OWNERSHIP -- CITY OF MANDAN, P.O. BOX
 RR0986'250, MANDAN, ND 58554.  AIRPORT MANAGER IS JIM LAWLER, PHONE
 RR0986'701-663-0669, HOME 663-3690.  TO REACH THE STATION FROM THE JUNCTION
 RR0986'OF BUSINESS HIGHWAY 94 AND STATE HIGHWAY 6, LOCATED ON THE WEST SIDE
 RR0986'OF MANDAN, GO SOUTH ON HIGHWAY 6 FOR 6.6 KM (4.10 MI) TO THE PAVED
 RR0986'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, EAST, ON ENTRANCE ROAD
 RR0986'FOR 0.32 KM (0.20 MI) TO A BLUE HANGAR ON THE LEFT.  TURN LEFT,
 RR0986'NORTH-NORTHWEST, ON THE SOUTHWEST SIDE OF HANGAR AND PASS THROUGH A
 RR0986'GATE FOR 50.0 M (164.0 FT) TO THE WEST CORNER OF HANGAR.  THE OFFICE
 RR0986'IS IN THE NORTHWEST END OF BLUE HANGAR.  TURN RIGHT, NORTHEAST, FOR
 RR0986'0.08 KM (0.05 MI) TO THE JUNCTION OF A TAXI.  CONTINUE NORTHEAST ON
 RR0986'CONNECTOR TAXI FOR 0.08 KM (0.05 MI) TO JUNCTION OF THE RUNWAY.
 RR0986'CONTINUE NORTHEAST, CROSSING THE RUNWAY TO THE STATION.  THE STATION
 RR0986'IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 RR0986'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 RR0986'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 36.8 M (120.7
 RR0986'FT) NORTHEAST FROM RUNWAY CENTER, 22.5 M (73.8 FT) EAST-NORTHEAST OF A
 RR0986'RUNWAY LIGHT, ABOUT 3 M (9.8 FT) SOUTHWEST OF THE EDGE OF A CULTIVATED
 RR0986'FIELD AND 0.25 M (0.82 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS
 RR0986'POST.  DESCRIBED BY D.G. AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0987 ***********************************************************************
 RR0987  DESIGNATION -  FAA Y19 B
 RR0987  PID         -  RR0987
 RR0987  STATE/COUNTY-  ND/MORTON
 RR0987  USGS QUAD   -  MANDAN (1976)
 RR0987
 RR0987                         *CURRENT SURVEY CONTROL
 RR0987  ___________________________________________________________________
 RR0987* NAD 83(1996)-  46 45 55.42092(N)    100 53 24.15997(W)     ADJUSTED  
 RR0987* NAVD 88     -       591.6    (meters)    1941.     (feet)  VERTCON   
 RR0987  ___________________________________________________________________
 RR0987  X           -    -826,945.869 (meters)                     COMP
 RR0987  Y           -  -4,298,291.085 (meters)                     COMP
 RR0987  Z           -   4,624,354.281 (meters)                     COMP
 RR0987  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 RR0987  ELLIP HEIGHT-         570.32  (meters)          (01/23/98) GPS OBS
 RR0987  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RR0987
 RR0987  HORZ ORDER  -  THIRD
 RR0987  ELLP ORDER  -  FOURTH    CLASS I
 RR0987
 RR0987.This mark is at Mandan Airport (Y19)
 RR0987
 RR0987.The horizontal coordinates were established by GPS observations
 RR0987.and adjusted by the National Geodetic Survey in January 1998..
 RR0987
 RR0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0987
 RR0987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0987
 RR0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0987
 RR0987.The ellipsoidal height was determined by GPS observations
 RR0987.and is referenced to NAD 83.
 RR0987
 RR0987.The geoid height was determined by GEOID03.
 RR0987
 RR0987;                    North         East     Units Scale Factor Converg.
 RR0987;SPC ND S     -   122,204.749   570,207.192   MT  0.99993658   -0 17 04.2
 RR0987;SPC ND S     -   400,934.22  1,870,758.50   iFT  0.99993658   -0 17 04.2
 RR0987;UTM  14      - 5,180,828.328   355,682.104   MT  0.99985600   -1 22 38.1
 RR0987
 RR0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0987!SPC ND S     -   0.99991061  x   0.99993658  =   0.99984719
 RR0987!UTM  14      -   0.99991061  x   0.99985600  =   0.99976662
 RR0987
 RR0987:                Primary Azimuth Mark                     Grid Az
 RR0987:SPC ND S     -  FAA Y19 A                                324 55 31.5
 RR0987:UTM  14      -  FAA Y19 A                                326 01 05.4
 RR0987
 RR0987|---------------------------------------------------------------------|
 RR0987| PID    Reference Object                     Distance      Geod. Az  |
 RR0987|                                                           dddmmss.s |
 RR0987| RR0986 FAA Y19 A                           APPROX. 0.6 KM 3243827.3 |
 RR0987|---------------------------------------------------------------------|
 RR0987
 RR0987                          SUPERSEDED SURVEY CONTROL
 RR0987
 RR0987  NAD 83(1986)-  46 45 55.41604(N)    100 53 24.14442(W) AD(       ) 3
 RR0987  NGVD 29 (02/28/92)  591.1    (m)         1939.     (f) GPS OBS        
 RR0987
 RR0987.Superseded values are not recommended for survey control.
 RR0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0987.See file dsdata.txt to determine how the superseded data were derived.
 RR0987
 RR0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5568280828(NAD 83)
 RR0987_MARKER: I = METAL ROD
 RR0987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RR0987_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RR0987_STAMPING: FAA Y19 B 1991
 RR0987_MARK LOGO: NGS   
 RR0987_PROJECTION: FLUSH
 RR0987_MAGNETIC: I = MARKER IS A STEEL ROD
 RR0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0987+SATELLITE: SATELLITE OBSERVATIONS - 1991
 RR0987_ROD/PIPE-DEPTH: 5.8  meters
 RR0987_SLEEVE-DEPTH  : 1.0 meters
 RR0987
 RR0987  HISTORY     - Date     Condition        Report By
 RR0987  HISTORY     - 1991     MONUMENTED       NGS
 RR0987
 RR0987                          STATION DESCRIPTION
 RR0987
 RR0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RR0987'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) SOUTH OF MANDAN, AT THE
 RR0987'MANDAN MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF MANDAN, P.O. BOX 250,
 RR0987'MANDAN, ND 58554.  AIRPORT MANAGER IS JIM LAWLER, PHONE 701-663-0669,
 RR0987'HOME 663-3690.
 RR0987'TO REACH THE STATION FROM THE JUNCTION OF BUSSINESS LOOP 94 AND STATE
 RR0987'ROUTE 6, LOCATED ON THE WEST SIDE OF MANDAN, GO SOUTH ON ROUTE 6 FOR
 RR0987'6.9 KM (4.3 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 RR0987'LEFT, EAST, ON ENTRANCE ROAD FOR 0.32 KM (0.20 MI) TO A BLUE HANGAR
 RR0987'ON THE LEFT.  TURN LEFT, NORTHWEST, ON THE SOUTHWEST SIDE OF HANGAR
 RR0987'AND PASS THROUGH A GATE FOR 50.0 M (164.0 FT) TO THE WEST CORNER OF
 RR0987'HANGAR, THE OFFICE IS IN THE NORTHWEST END OF BLUE HANGAR.  TURN
 RR0987'RIGHT, NORTHEAST, ON APRON FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A
 RR0987'TAXI. TURN RIGHT, SOUTHEAST, ON TAXI FOR 0.64 KM (0.40 MI) TO THE
 RR0987'JUNCTION OF A TAXI APPROACH ON THE LEFT.  TURN LEFT, NORTHEAST, FOR
 RR0987'0.08 KM (0.05 MI) TO THE JUNCTION OF THE RUNWAY AND THE STATION.
 RR0987'THE STATION IS LOCATED 43.5 M (142.7 FT) NORTHEAST FROM RUNWAY CENTER,
 RR0987'30.5 M (100.1 FT) NORTH-NORTHEAST FROM A RUNWAY LIGHT AND 0.3 M
 RR0987'(1.0 FT) SOUTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2282 ***********************************************************************
 TF2282  DESIGNATION -  FAIR
 TF2282  PID         -  TF2282
 TF2282  STATE/COUNTY-  ND/BOTTINEAU
 TF2282  USGS QUAD   -  
 TF2282
 TF2282                         *CURRENT SURVEY CONTROL
 TF2282  ___________________________________________________________________
 TF2282* NAD 83(1996)-  49 01 37.09003(N)    100 13 08.14514(W)     ADJUSTED  
 TF2282* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TF2282  ___________________________________________________________________
 TF2282  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 TF2282  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 TF2282
 TF2282  HORZ ORDER  -  THIRD
 TF2282
 TF2282.The horizontal coordinates were established by classical geodetic methods
 TF2282.and adjusted by the National Geodetic Survey in January 1998..
 TF2282
 TF2282.The orthometric height was scaled from a topographic map.
 TF2282
 TF2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2282
 TF2282.The geoid height was determined by GEOID03.
 TF2282
 TF2282;                    North         East     Units Scale Factor Converg.
 TF2282;SPC ND N     -   225,414.832   620,556.772   MT  1.00007151   +0 12 33.0
 TF2282;SPC ND N     -   739,549.97  2,035,947.41   iFT  1.00007151   +0 12 33.0
 TF2282;UTM  14      - 5,431,169.541   410,893.521   MT  0.99969754   -0 55 13.3
 TF2282
 TF2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2282!SPC ND N     -   0.99993072  x   1.00007151  =   1.00000223
 TF2282!UTM  14      -   0.99993072  x   0.99969754  =   0.99962828
 TF2282
 TF2282:                Primary Azimuth Mark                     Grid Az
 TF2282:SPC ND N     -  NINGA                                    088 07 25.6
 TF2282:UTM  14      -  NINGA                                    089 15 11.9
 TF2282
 TF2282|---------------------------------------------------------------------|
 TF2282| PID    Reference Object                     Distance      Geod. Az  |
 TF2282|                                                           dddmmss.s |
 TF2282| TE2266 NINGA                               APPROX.16.0 KM 0881958.6 |
 TF2282|---------------------------------------------------------------------|
 TF2282
 TF2282                          SUPERSEDED SURVEY CONTROL
 TF2282
 TF2282  NAD 83(1986)-  49 01 37.08575(N)    100 13 08.13182(W) AD(       ) 3
 TF2282
 TF2282.Superseded values are not recommended for survey control.
 TF2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2282.See file dsdata.txt to determine how the superseded data were derived.
 TF2282
 TF2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1089431170(NAD 83)
 TF2282_MARKER: DD = SURVEY DISK
 TF2282_SETTING: 80 = SET IN A BOULDER
 TF2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2282+STABILITY: SURFACE MOTION
 TF2282
 TF2282  HISTORY     - Date     Condition        Report By
 TF2282  HISTORY     - 1910     MONUMENTED       IBC
 TF2282
 TF2282                          STATION DESCRIPTION
 TF2282
 TF2282'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2282'ABOUT 2 MILES NORTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TF2282'MONUMENTS 706 AND 707, ON THE SUMMIT OF THE MOST PROMINENT HILL IN
 TF2282'THE VICINITY.  ABOUT 150 METERS SOUTH AND ABOUT 60 METERS EAST OF THE
 TF2282'NORTHWEST CORNER OF SECTION  10, TOWNSHIP 1, RANGE 21 W, PRINCIPAL
 TF2282'MERIDIAN.  THERE IS A SMALL LAKE ABOUT 300 METERS EAST OF THE STATION
 TF2282'AND A HAY MEADOW ABOUT 150 METERS WEST OF IT.
 TF2282'
 TF2282'STATION MARK--THE ORIGINAL MARK WAS A WOODEN HUB FLUSH WITH THE
 TF2282'GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE SURFACE MARK IS A
 TF2282'BRONZE DISK SET IN A GRANITE BOULDER ABOUT 10 BY 10 BY 16 INCHES,
 TF2282'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND, AND
 TF2282'AROUND WHICH SOME SMALLER STONES HAVE BEEN PLACED.  THE SURFACE MARK
 TF2282'IS A CROSS CUT IN THE TOP OF A BLACK BASALT BOULDER ABOUT 8 BY 10 BY
 TF2282'12 INCHES SET 1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0828 ***********************************************************************
 RR0828  DESIGNATION -  FALCON
 RR0828  PID         -  RR0828
 RR0828  STATE/COUNTY-  ND/SIOUX
 RR0828  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0828
 RR0828                         *CURRENT SURVEY CONTROL
 RR0828  ___________________________________________________________________
 RR0828* NAD 83(1996)-  46 04 47.13839(N)    100 52 26.84143(W)     ADJUSTED  
 RR0828* NAVD 88     -       743.2    (meters)    2438.     (feet)  VERTCON   
 RR0828  ___________________________________________________________________
 RR0828  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 RR0828  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 RR0828
 RR0828  HORZ ORDER  -  FIRST
 RR0828
 RR0828.The horizontal coordinates were established by classical geodetic methods
 RR0828.and adjusted by the National Geodetic Survey in January 1998..
 RR0828
 RR0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0828
 RR0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0828
 RR0828.The geoid height was determined by GEOID03.
 RR0828
 RR0828;                    North         East     Units Scale Factor Converg.
 RR0828;SPC ND S     -    45,987.392   571,060.371   MT  1.00002197   -0 16 22.4
 RR0828;SPC ND S     -   150,877.27  1,873,557.65   iFT  1.00002197   -0 16 22.4
 RR0828;UTM  14      - 5,104,616.896   355,091.944   MT  0.99985814   -1 21 00.6
 RR0828
 RR0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0828!SPC ND S     -   0.99988680  x   1.00002197  =   0.99990877
 RR0828!UTM  14      -   0.99988680  x   0.99985814  =   0.99974496
 RR0828
 RR0828|---------------------------------------------------------------------|
 RR0828| PID    Reference Object                     Distance      Geod. Az  |
 RR0828|                                                           dddmmss.s |
 RR0828| CO4926 FALCON RM 1                          30.370 METERS 00911     |
 RR0828| CO4927 FALCON RM 2                          17.162 METERS 07533     |
 RR0828| CO4925 FALCON AZ MK                                       1611703.6 |
 RR0828| RR0830 SELFRIDGE ST PHILAMENA CATH CH      APPROX. 5.4 KM 2214005.8 |
 RR0828|---------------------------------------------------------------------|
 RR0828
 RR0828                          SUPERSEDED SURVEY CONTROL
 RR0828
 RR0828  NAD 83(1986)-  46 04 47.13018(N)    100 52 26.83625(W) AD(       ) 1
 RR0828  NAD 27      -  46 04 47.14000(N)    100 52 25.37100(W) AD(       ) 1
 RR0828  NGVD 29 (07/19/86)  742.8    (m)         2437.     (f) VERT ANG       
 RR0828
 RR0828.Superseded values are not recommended for survey control.
 RR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0828.See file dsdata.txt to determine how the superseded data were derived.
 RR0828
 RR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5509204617(NAD 83)
 RR0828_MARKER: DS = TRIANGULATION STATION DISK
 RR0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0828
 RR0828  HISTORY     - Date     Condition        Report By
 RR0828  HISTORY     - 1934     MONUMENTED       CGS
 RR0828  HISTORY     - 1957     GOOD             CGS
 RR0828
 RR0828                          STATION DESCRIPTION
 RR0828
 RR0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0828'STATION IS ABOUT 3-1/2 MILES NE OF TOWN OF SELFRIDGE IN T 130
 RR0828'N, R 81 W, IN SW 1/4 OF SEC. 18, ON A HIGH HILL WHICH IS
 RR0828'HIGHEST POINT IN VICINITY.  THIS HILL DROPS SHARPLY IN ALL
 RR0828'DIRECTIONS.
 RR0828'
 RR0828'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0828'BRONZE DISKS SET IN CONCRETE.
 RR0828'
 RR0828'REFERENCE MARK NO. 1 IS N OF NE OF STATION 30.037 METERS
 RR0828'(98.55 FEET) ON NORTHERN EDGE OF KNOLL.
 RR0828'
 RR0828'REFERENCE MARK NO. 2 IS W OF SW OF STATION 17.162 METERS
 RR0828'(56.31 FEET) ON WESTERN EDGE OF KNOLL.
 RR0828'
 RR0828'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF SE OF STATION ON
 RR0828'NORTHERN EDGE OF FIRST HILL TO THE S OF STATION.
 RR0828'
 RR0828'REACHED FROM SELFRIDGE BY GOING E ON MAIN ROAD 0.25 MILE,
 RR0828'TURN LEFT (N) AND GO 0.2 MILE, TURN RIGHT (E) ON GRADED ROAD
 RR0828'AND GO 2.0 MILES, TURN LEFT (N) AND GO 2.0 MILES ON SECTION
 RR0828'LINE ROAD, TURN RIGHT (NE) AT CROSSROADS AND GO 0.2 MILE,
 RR0828'TURN LEFT (N) JUST AFTER PASSING THROUGH WIRE GATE ON TO DIM
 RR0828'ROAD AND GO 0.35 MILE TO WHERE THIS ROAD STOPS, TURN LEFT
 RR0828'(W) AND GO ABOUT 50 YARDS TO STATION.
 RR0828'
 RR0828'HEIGHT OF LIGHT ABOVE STATION MARK - 0.4 METER.
 RR0828
 RR0828                          STATION RECOVERY (1957)
 RR0828
 RR0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0828'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0828'CONDITION.  REFERENCE MARK 2 IS E-SE OF THE STATION INSTEAD
 RR0828'OF W OF SW AS ORIGINALLY DESCRIBED.  THE AZIMUTH MARK IS ON
 RR0828'THE SUMMIT OF THE SW END OF THE FIRST HILL TO THE S OF THE
 RR0828'STATION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0828'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1881 ***********************************************************************
 TE1881  DESIGNATION -  FALLISON
 TE1881  PID         -  TE1881
 TE1881  STATE/COUNTY-  ND/CAVALIER
 TE1881  USGS QUAD   -  SARLES (1970)
 TE1881
 TE1881                         *CURRENT SURVEY CONTROL
 TE1881  ___________________________________________________________________
 TE1881* NAD 83(1996)-  48 58 04.66711(N)    098 53 30.70244(W)     ADJUSTED  
 TE1881* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 TE1881  ___________________________________________________________________
 TE1881  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 TE1881  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 TE1881
 TE1881  HORZ ORDER  -  FIRST
 TE1881
 TE1881.The horizontal coordinates were established by classical geodetic methods
 TE1881.and adjusted by the National Geodetic Survey in January 1998..
 TE1881
 TE1881.The orthometric height was scaled from a topographic map.
 TE1881
 TE1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1881
 TE1881.The geoid height was determined by GEOID03.
 TE1881
 TE1881;                    North         East     Units Scale Factor Converg.
 TE1881;SPC ND N     -   220,044.450   717,743.724   MT  1.00005500   +1 11 48.0
 TE1881;SPC ND N     -   721,930.61  2,354,802.24   iFT  1.00005500   +1 11 48.0
 TE1881;UTM  14      - 5,423,900.033   507,914.573   MT  0.99960077   +0 04 53.7
 TE1881
 TE1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1881!SPC ND N     -   0.99992670  x   1.00005500  =   0.99998169
 TE1881!UTM  14      -   0.99992670  x   0.99960077  =   0.99952750
 TE1881
 TE1881|---------------------------------------------------------------------|
 TE1881| PID    Reference Object                     Distance      Geod. Az  |
 TE1881|                                                           dddmmss.s |
 TE1881| CO6818 FALLISON RM 1                         8.211 METERS 06437     |
 TE1881| CO6819 FALLISON RM 2                         7.916 METERS 11020     |
 TE1881| CO6817 FALLISON AZ MK                                     1770501.6 |
 TE1881| TE1882 SARLES HIGH SCHOOL FINIAL           APPROX. 8.1 KM 2501552.8 |
 TE1881| TE1886 SARLES LUTHERAN CHURCH SPIRE        APPROX. 8.3 KM 2511613.9 |
 TE1881| TE1883 SARLES FIRST PRESB CH FINIAL        APPROX. 8.2 KM 2512857.2 |
 TE1881|---------------------------------------------------------------------|
 TE1881
 TE1881                          SUPERSEDED SURVEY CONTROL
 TE1881
 TE1881  NAD 83(1986)-  48 58 04.66514(N)    098 53 30.68196(W) AD(       ) 1
 TE1881  NAD 27      -  48 58 04.64600(N)    098 53 29.21400(W) AD(       ) 1
 TE1881
 TE1881.Superseded values are not recommended for survey control.
 TE1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1881.See file dsdata.txt to determine how the superseded data were derived.
 TE1881
 TE1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV0791523900(NAD 83)
 TE1881_MARKER: DD = SURVEY DISK
 TE1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1881
 TE1881  HISTORY     - Date     Condition        Report By
 TE1881  HISTORY     - 1925     MONUMENTED       GSC
 TE1881  HISTORY     - 1934     GOOD             CGS
 TE1881  HISTORY     - 1969     GOOD             USGS
 TE1881
 TE1881                          STATION DESCRIPTION
 TE1881
 TE1881'DESCRIBED BY GEODETIC SURVEY OF CANADA 1925
 TE1881'STATION IS IN SE 1/4 SEC. 2, T 163 N, R 64 W, FIFTH PRINCIPAL
 TE1881'MERIDIAN.
 TE1881'
 TE1881'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN THE CENTER OF
 TE1881'THE TOP OF A BLOCK OF CONCRETE 1 FOOT 6 INCHES SQUARE AT THE
 TE1881'BASE, 1 FOOT SQUARE AT THE TOP, AND 5 FEET 6 INCHES HIGH.
 TE1881'THE BASE OF THIS UPPER BLOCK OF CONCRETE RESTS UPON THE TOP OF THE
 TE1881'UNDERGROUND BLOCK, SEPARATED FROM IT BY A SHEET OF TARRED PAPER.
 TE1881'THE TOP OF THE UPPER BLOCK PROJECTS 1 FOOT 6 INCHES ABOVE THE
 TE1881'GROUND.  THE SURFACE MARK IS CENTERED VERTICALLY OVER THE
 TE1881'UNDERGROUND MARK.
 TE1881'
 TE1881'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK 3 INCHES IN
 TE1881'DIAMETER, STAMPED U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 TE1881'STATION, SET IN THE CENTER OF THE OF THE TOP OF A RECTANGULAR BLOCK
 TE1881'OF CONCRETE 1 FOOT 6 INCHES SQUARE AND 2 FEET HIGH.  THE BASE OF
 TE1881'THE BLOCK IS 6 FEET UNDERGROUND.
 TE1881'
 TE1881'THE REFERENCE MARK IS A GENERAL LAND OFFICE POST AT THE SE
 TE1881'CORNER OF THE ABOVE SECTION, 407.35 METERS FROM THE STATION
 TE1881'S 09 DEG 04 MIN E.
 TE1881
 TE1881                          STATION RECOVERY (1934)
 TE1881
 TE1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1881'STATION RECOVERED AS FOLLOWS--STATION IS LOCATED IN THE SE
 TE1881'1/4 SEC. 2, T 163 N, R 64 W, ON A PROMINENT CULTIVATED KNOLL
 TE1881'ABOUT 5 MILES N OF E OF SARLES, ON LAND OWNED BY J.J. DILLSBOUGH.
 TE1881'
 TE1881'STATION MARK IS A STANDARD BRONZE DISK EMBEDDED IN A 12-INCH
 TE1881'SQUARE BLOCK OF CONCRETE AND PROJECTS ABOVE THE SURFACE ABOUT
 TE1881'16 INCHES.  IT IS LOCATED ABOUT 200 FEET W OF A SECTION LINE ROAD
 TE1881'RUNNING N AND S, AND ABOUT 1/4 MILE S OF A SECTION LINE ROAD
 TE1881'RUNNING E AND W.
 TE1881'
 TE1881'NEW MARKS WERE ESTABLISHED AS FOLLOWS--
 TE1881'
 TE1881'REFERENCE MARK NO. 1 IS E OF NE OF STATION ON THE E SIDE OF
 TE1881'N AND S SECTION LINE ROAD AND ALONG TELEPHONE LINE.
 TE1881'
 TE1881'REFERENCE MARK NO. 2 IS E OF SE OF STATION ON E SIDE OF N AND
 TE1881'S SECTION LINE ROAD AND ALONG TELEPHONE LINE.
 TE1881'
 TE1881'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 TE1881'CYLINDERS.
 TE1881'
 TE1881'AZIMUTH MARK IS DUE S OF STATION APPROXIMATELY 0.55 MILE ON
 TE1881'W SIDE OF A N AND S FENCE, 18 FEET S OF NE FENCE CORNER AND
 TE1881'27 FEET W OF CENTER LINE OF N AND S SECTION LINE ROAD.  IT IS
 TE1881'MARKED BY A STANDARD BRONZE DISK SET IN A SQUARE BLOCK OR POST
 TE1881'OF CONCRETE.
 TE1881'
 TE1881'TO REACH FROM SARLES, GO E FROM RAILROAD STATION 0.15 MILE,
 TE1881'THEN N 0.25 MILE, THEN E 4.5 MILES, THEN N 1.25 MILES TO TOP
 TE1881'OF GRADE AND STATION ABOUT 200 FEET TO THE W.
 TE1881'
 TE1881'ALL MEASUREMENTS ARE SLOPE.
 TE1881
 TE1881                          STATION RECOVERY (1969)
 TE1881
 TE1881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1881'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 TE1881'NO. 1, REFERENCE MARK NO. 2, AND AZIMUTH MARK WERE NOT FOUND,
 TE1881'PROBABLY DUE TO NEW ROAD CONSTRUCTION.
 TE1881'
 TE1881'STATION IS LOCATED ABOUT 212 FT W. OF A SEC. LINE RD. RUNNING
 TE1881'N.-S., AND ABOUT 3/4 MI S. OF A SEC. LINE RD. RUNNING E.-W.
 TE1881'
 TE1881'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1542 ***********************************************************************
 SN1542  DESIGNATION -  FALLON
 SN1542  PID         -  SN1542
 SN1542  STATE/COUNTY-  ND/SHERIDAN
 SN1542  USGS QUAD   -  PONY GULCH (1978)
 SN1542
 SN1542                         *CURRENT SURVEY CONTROL
 SN1542  ___________________________________________________________________
 SN1542* NAD 83(1996)-  47 35 40.98579(N)    100 04 31.95279(W)     ADJUSTED  
 SN1542* NAVD 88     -       606.86   (+/-2cm)    1991.0    (feet)  VERTCON   
 SN1542  ___________________________________________________________________
 SN1542  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 SN1542  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 SN1542
 SN1542  HORZ ORDER  -  FIRST
 SN1542  VERT ORDER  -  THIRD ? (See Below)
 SN1542
 SN1542.The horizontal coordinates were established by classical geodetic methods
 SN1542.and adjusted by the National Geodetic Survey in January 1998..
 SN1542
 SN1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1542.The vertical order pertains to the NGVD 29 superseded value.
 SN1542
 SN1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1542
 SN1542.The geoid height was determined by GEOID03.
 SN1542
 SN1542;                    North         East     Units Scale Factor Converg.
 SN1542;SPC ND N     -    66,209.008   631,921.535   MT  0.99997218   +0 18 57.1
 SN1542;SPC ND N     -   217,221.15  2,073,233.38   iFT  0.99997218   +0 18 57.1
 SN1542;UTM  14      - 5,271,816.847   419,143.433   MT  0.99968034   -0 47 39.2
 SN1542
 SN1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1542!SPC ND N     -   0.99990835  x   0.99997218  =   0.99988053
 SN1542!UTM  14      -   0.99990835  x   0.99968034  =   0.99958872
 SN1542
 SN1542:                Primary Azimuth Mark                     Grid Az
 SN1542:SPC ND N     -  HARVEY MUNICIPAL TANK                    028 49 16.0
 SN1542:UTM  14      -  HARVEY MUNICIPAL TANK                    029 55 52.3
 SN1542
 SN1542|---------------------------------------------------------------------|
 SN1542| PID    Reference Object                     Distance      Geod. Az  |
 SN1542|                                                           dddmmss.s |
 SN1542| SM1217 HARVEY MUNICIPAL TANK               APPROX.22.3 KM 0290813.1 |
 SN1542| SM1211 MICROWAVE MAST W OF CRYSTAL         APPROX.10.4 KM 1111052.1 |
 SN1542| CO4929 FALLON RM 1                          11.107 METERS 18139     |
 SN1542| SN1560 GOODRICH DOERING GRAIN CO ELEV      APPROX.13.6 KM 1950438.0 |
 SN1542| SN1565 GOODRICH MUNICIPAL TANK             APPROX.13.7 KM 1961058.9 |
 SN1542| CO4930 FALLON RM 2                          17.640 METERS 27759     |
 SN1542| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX.34.6 KM 3383327.2 |
 SN1542| CO4928 FALLON AZ MK                                       3582753.6 |
 SN1542|---------------------------------------------------------------------|
 SN1542
 SN1542                          SUPERSEDED SURVEY CONTROL
 SN1542
 SN1542  NAD 83(1986)-  47 35 40.99137(N)    100 04 31.95158(W) AD(       ) 1
 SN1542  NAD 27      -  47 35 41.00720(N)    100 04 30.48820(W) AD(       ) 1
 SN1542  NGVD 29 (07/19/86)  606.44   (m)         1989.6    (f) LEVELING    3  
 SN1542
 SN1542.Superseded values are not recommended for survey control.
 SN1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1542.See file dsdata.txt to determine how the superseded data were derived.
 SN1542
 SN1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT1914371817(NAD 83)
 SN1542_MARKER: DS = TRIANGULATION STATION DISK
 SN1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1542
 SN1542  HISTORY     - Date     Condition        Report By
 SN1542  HISTORY     - 1941     MONUMENTED       CGS
 SN1542  HISTORY     - 1958     GOOD             CGS
 SN1542  HISTORY     - 1962     GOOD             CGS
 SN1542
 SN1542                          STATION DESCRIPTION
 SN1542
 SN1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1542'STATION IS LOCATED ABOUT 9 MILES N OF THE TOWN OF GOODRICH,
 SN1542'NEAR THE CENTER OF THE W SIDE OF SEC. 35, T. 148 N, R. 74 W,
 SN1542'ON PROPERTY OWNED BY JOHN FALLON, WHO LIVES ABOUT 3/4 MILE
 SN1542'NE OF THE STATION.  IT IS 37 FEET E OF THE CENTER LINE OF A
 SN1542'DIRT ROAD, 10.3 FEET S OF A WHITE REFERENCE POST AND 2.5 FEET
 SN1542'E OF A FENCE.  IT IS STAMPED FALLON 1941 AND PROJECTS ABOUT 12
 SN1542'INCHES.
 SN1542'
 SN1542'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1542'BRONZE DISKS SET IN CONCRETE.
 SN1542'
 SN1542'REFERENCE MARK NO. 1 IS S OF THE STATION, 38 FEET E OF THE
 SN1542'CENTER LINE OF A DIRT ROAD AND 1 FOOT E OF A FENCE.  IT IS
 SN1542'STAMPED FALLON NO. 1 1941 AND PROJECTS ABOUT 8 INCHES.
 SN1542'
 SN1542'REFERENCE MARK NO. 2 IS W OF THE STATION, 22 FEET W OF THE
 SN1542'CENTER OF A DIRT ROAD AND 2.5 FEET E OF A FENCE.  IT IS STAMPED
 SN1542'FALLON NO. 2 1941 AND PROJECTS ABOUT 8 INCHES.
 SN1542'
 SN1542'THE AZIMUTH MARK IS N OF THE STATION, 16 FEET E OF THE SE
 SN1542'CORNER OF A WHITE SCHOOL BUILDING, 40 FEET W OF THE CENTER LINE
 SN1542'OF A DIRT ROAD, 3.5 FEET NE OF A WHITE REFERENCE POST AND
 SN1542'2.5 FEET E OF A FLAGPOLE.  IT IS STAMPED FALLON 1941 AND PROJECTS
 SN1542'ABOUT 10 INCHES.
 SN1542'
 SN1542'TO REACH THE STATION FROM THE POST OFFICE IN GOODRICH, GO
 SN1542'N ON A GRAVEL ROAD FOR 8.1 MILES TO A T-INTERSECTION, TURN
 SN1542'RIGHT AND GO 1.2 MILES TO A LEFT TURN, KEEP STRAIGHT AHEAD,
 SN1542'E, ON A DIRT ROAD 1 MILE TO A CROSS ROAD, TURN LEFT, N, AND
 SN1542'GO 0.5 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 SN1542'FROM THE STATION, GO N ON THE DIRT ROAD FOR 0.5 MILE TO THE
 SN1542'AZIMUTH MARK ON THE LEFT NEAR A WHITE SCHOOLHOUSE.
 SN1542'
 SN1542'4-FOOT SIGNALS AT CRYSTAL, JACOB, VIETZ, MERTZ AND A 37-FOOT
 SN1542'SIGNAL AT RICH ARE VISIBLE FROM THE GROUND.
 SN1542'
 SN1542'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SN1542
 SN1542                          STATION RECOVERY (1958)
 SN1542
 SN1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1542'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1542'CONDITION.
 SN1542'
 SN1542'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GOODRICH
 SN1542'IS ADEQUATE.
 SN1542
 SN1542                          STATION RECOVERY (1962)
 SN1542
 SN1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1542'THE STATION IS LOCATED 2 MILES EAST AND 7-1/2 MILES NORTH
 SN1542'OF THE TOWN OF GOODRICH, IN THE CENTER OF THE WEST SIDE OF
 SN1542'SEC. 35, T148N, R74W, ON THE TOP OF A SMALL KNOLL.
 SN1542'
 SN1542'TO REACH FROM THE POST OFFICE IN GOODRICH, GO NORTH ON GRAVELED
 SN1542'ROAD FOR 8.1 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 SN1542'EAST 1.2 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE FOR 1.0
 SN1542'MILE TO A CROSSROAD.  HERE TURN LEFT AND GO 0.5 MILE TO THE TOP
 SN1542'OF A SMALL KNOLL AND THE STATION ON THE LEFT.  CONTINUE NORTH
 SN1542'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SN1542'
 SN1542'THE STATION MARK IS A STANDARD DISK STAMPED FALLON 1941, SET IN
 SN1542'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 5
 SN1542'INCHES.  IT IS 36 FEET EAST OF THE CENTER OF A DIRT ROAD, 2
 SN1542'FEET WEST OF THE EDGE OF A CULTIVATED FIELD, AND 2.2 FEET
 SN1542'EAST OF A WITNESS POST.
 SN1542'
 SN1542'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FALLON NO 1
 SN1542'1941 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1542'PROJECTING 4 INCHES.  IT IS 36 FEET SOUTH OF A WITNESS POST,
 SN1542'35 FEET EAST OF THE CENTER OF A DIRT ROAD, AND 2 FEET WEST
 SN1542'OF THE EDGE OF A CULTIVATED FIELD.
 SN1542'
 SN1542'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FALLON NO 2
 SN1542'1941 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1542'PROJECTING 3 INCHES.  IT IS 56 FEET WEST OF A WITNESS POST,
 SN1542'21 FEET WEST OF THE CENTER OF A DIRT ROAD, AND 3 FEET EAST
 SN1542'OF THE EDGE OF A CULTIVATED FIELD.
 SN1542'
 SN1542'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FALLON 1941 SET
 SN1542'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 SN1542'5 INCHES.  IT IS 136 FEET SOUTH OF A TELEPHONE POLE, 38 FEET
 SN1542'WEST OF THE CENTER OF A DIRT ROAD, AND 1 FOOT SOUTH OF A
 SN1542'WITNESS POST.
 SN1542'
 SN1542'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 71.75 FEET OR 21.870
 SN1542'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1796 ***********************************************************************
 AE1796  CBN         -  This is a Cooperative Base Network Control Station.
 AE1796  PACS        -  This is a Primary Airport Control Station.
 AE1796  DESIGNATION -  FAR G
 AE1796  PID         -  AE1796
 AE1796  STATE/COUNTY-  ND/CASS
 AE1796  USGS QUAD   -  FARGO NORTH (1993)
 AE1796
 AE1796                         *CURRENT SURVEY CONTROL
 AE1796  ___________________________________________________________________
 AE1796* NAD 83(1996)-  46 55 32.62568(N)    096 48 43.96337(W)     ADJUSTED  
 AE1796* NAVD 88     -       273.69   (meters)     897.9    (feet)  GPS OBS   
 AE1796  ___________________________________________________________________
 AE1796  X           -    -517,625.648 (meters)                     COMP
 AE1796  Y           -  -4,333,083.595 (meters)                     COMP
 AE1796  Z           -   4,636,310.569 (meters)                     COMP
 AE1796  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AE1796  ELLIP HEIGHT-         247.42  (meters)          (04/10/03) GPS OBS
 AE1796  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AE1796
 AE1796  HORZ ORDER  -  B
 AE1796  ELLP ORDER  -  FOURTH    CLASS I
 AE1796
 AE1796.This mark is at Hector Intl Airport (FAR)
 AE1796
 AE1796.The horizontal coordinates were established by GPS observations
 AE1796.and adjusted by the National Geodetic Survey in August 1997..
 AE1796
 AE1796.The orthometric height was determined by GPS observations and a
 AE1796.high-resolution geoid model.
 AE1796
 AE1796.GPS derived orthometric heights for airport stations designated as
 AE1796.PACS or SACS are published to 2 decimal places.  This maintains
 AE1796.centimeter relative accuracy between the PACS and SACS.  It does
 AE1796.not indicate centimeter accuracy relative to other marks which are
 AE1796.part of the NAVD 88 network.
 AE1796
 AE1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1796
 AE1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1796
 AE1796.The ellipsoidal height was determined by GPS observations
 AE1796.and is referenced to NAD 83.
 AE1796
 AE1796.The geoid height was determined by GEOID03.
 AE1796
 AE1796;                    North         East     Units Scale Factor Converg.
 AE1796;SPC ND S     -   146,544.865   880,746.011   MT  0.99993711   +2 41 23.3
 AE1796;SPC ND S     -   480,790.24  2,889,586.65   iFT  0.99993711   +2 41 23.3
 AE1796;UTM  14      - 5,199,234.094   666,555.516   MT  0.99994096   +1 35 54.5
 AE1796
 AE1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1796!SPC ND S     -   0.99996122  x   0.99993711  =   0.99989833
 AE1796!UTM  14      -   0.99996122  x   0.99994096  =   0.99990218
 AE1796
 AE1796                          SUPERSEDED SURVEY CONTROL
 AE1796
 AE1796  ELLIP H (08/29/97)  247.43   (m)                       GP(       ) 3 2
 AE1796
 AE1796.Superseded values are not recommended for survey control.
 AE1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1796.See file dsdata.txt to determine how the superseded data were derived.
 AE1796
 AE1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6655699234(NAD 83)
 AE1796_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1796_SP_SET: CONCRETE RUNUP APRON
 AE1796_STAMPING: FAR G 1996
 AE1796_MARK LOGO: NGS   
 AE1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE1796+STABILITY: POSITION/ELEVATION WELL
 AE1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1796+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1796
 AE1796  HISTORY     - Date     Condition        Report By
 AE1796  HISTORY     - 1996     MONUMENTED       NGS
 AE1796
 AE1796                          STATION DESCRIPTION
 AE1796
 AE1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1796'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ON THE NORTH
 AE1796'SIDE OF FARGO AT HECTOR FIELD AIRPORT, IN THE SOUTHEAST QUADRANT OF
 AE1796'THE JUNCTION OF THE EAST PARALLEL TAXI FOR RUNWAY 17-35 (TAXI B) AND
 AE1796'RUNWAY 8-26 AND NEAR THE CENTER OF A RUNUP RAMP USED BY THE NATIONAL
 AE1796'GUARD TO TIE DOWN JETS DURING ENGINE TESTING.  OWNERSHIP -- MUNICIPAL
 AE1796'AIRPORT AUTHORITY, HECTOR INTERNATIONAL AIRPORT, P.O. BOX 2845, FARGO,
 AE1796'ND 58108.  EXECUTIVE DIRECTOR IS JOSEPH T. PARMER.  PHONE
 AE1796'701-241-1501.  CONTACT HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS
 AE1796'STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM THE
 AE1796'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 29 AND 19TH AVENUE
 AE1796'NORTHWEST (EXIT 67) ON THE NORTH SIDE OF FARGO, GO EAST ON 19TH AVENUE
 AE1796'NORTHWEST FOR 1.2 KM (0.75 MI) TO A PAVED CROSSROAD (DAKOTA DRIVE).
 AE1796'TURN LEFT, NORTH, ON DAKOTA DRIVE FOR 1.85 KM (1.15 MI) TO THE
 AE1796'TERMINAL.  THE STATION IS SET FLUSH IN THE TOP OF THE NORTHWEST ONE OF
 AE1796'FOUR TIE DOWNS IN THE RUNUP RAMP.  IT IS 64.8 M (212.6 FT) EAST OF THE
 AE1796'EAST EDGE OF TAXI B, 10.0 M (32.8 FT) EAST OF THE WEST EDGE OF THE
 AE1796'CONCRETE RAMP, 5.3 M (17.4 FT) NORTH OF THE EXTENDED CENTER OF A
 AE1796'CONNECTOR TAXI LEADING TO THE RAMP AND 1.2 M (3.9 FT) SOUTHEAST OF AN
 AE1796'IRON TIE DOWN.  NOTE -- AN ESCORT IS REQUIRED TO REACH THE STATION,
 AE1796'ARRANGEMENTS CAN BE MADE IN THE AIRPORT ADMINISTRATION OFFICE ON THE
 AE1796'SECOND FLOOR OF THE TERMINAL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1100 ***********************************************************************
 RP1100  DESIGNATION -  FARGO
 RP1100  PID         -  RP1100
 RP1100  STATE/COUNTY-  ND/CASS
 RP1100  USGS QUAD   -  FARGO NORTH (1993)
 RP1100
 RP1100                         *CURRENT SURVEY CONTROL
 RP1100  ___________________________________________________________________
 RP1100* NAD 83(1996)-  46 52 38.72281(N)    096 49 17.41129(W)     ADJUSTED  
 RP1100* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 RP1100  ___________________________________________________________________
 RP1100  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 RP1100  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP1100
 RP1100  HORZ ORDER  -  SECOND
 RP1100
 RP1100.The horizontal coordinates were established by classical geodetic methods
 RP1100.and adjusted by the National Geodetic Survey in January 1998..
 RP1100
 RP1100.The orthometric height was scaled from a topographic map.
 RP1100
 RP1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1100
 RP1100.The geoid height was determined by GEOID03.
 RP1100
 RP1100;                    North         East     Units Scale Factor Converg.
 RP1100;SPC ND S     -   141,147.763   880,290.576   MT  0.99993613   +2 40 58.9
 RP1100;SPC ND S     -   463,083.21  2,888,092.44   iFT  0.99993613   +2 40 58.9
 RP1100;SPC MN C     -   311,855.458   604,015.853   MT  0.99996685   -1 51 36.7
 RP1100;UTM  14      - 5,193,846.634   665,997.308   MT  0.99993868   +1 35 25.6
 RP1100
 RP1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1100!SPC ND S     -   0.99996098  x   0.99993613  =   0.99989712
 RP1100!SPC MN C     -   0.99996098  x   0.99996685  =   0.99992784
 RP1100!UTM  14      -   0.99996098  x   0.99993868  =   0.99989967
 RP1100
 RP1100|---------------------------------------------------------------------|
 RP1100| PID    Reference Object                     Distance      Geod. Az  |
 RP1100|                                                           dddmmss.s |
 RP1100| AJ5305 FARGO RM 2                           18.315 METERS 00453     |
 RP1100| RP1106 FARGO HECTOR AIRPORT BEACON         APPROX. 3.6 KM 0152024.2 |
 RP1100| RP1101 RNG FARGO RADIO STATION FAR         APPROX. 4.7 KM 0360659.5 |
 RP1100| RP1094 FARGO N DAK AGRICULT COLL STK       APPROX. 2.1 KM 0412543.9 |
 RP1100| RP1102 FARGO NORTH MUNICIPAL TANK          APPROX. 3.0 KM 0442542.7 |
 RP1100| RP1108 FARGO VETERANS HOSPITAL STACK       APPROX. 4.9 KM 0475839.6 |
 RP1100| RP1107 FARGO VETERANS HOSPITAL TANK        APPROX. 5.0 KM 0481551.9 |
 RP1100| RP1114 FARGO RED OWL TANK                  APPROX. 0.6 KM 2371200.8 |
 RP1100| AJ5304 FARGO RM 1                           37.225 METERS 26322     |
 RP1100| AJ5307 FARGO AZ MK                                        2735837.2 |
 RP1100| AJ5306 FARGO RM 3                           27.822 METERS 27433     |
 RP1100|---------------------------------------------------------------------|
 RP1100
 RP1100                          SUPERSEDED SURVEY CONTROL
 RP1100
 RP1100  NAD 83(1986)-  46 52 38.72196(N)    096 49 17.40279(W) AD(       ) 2
 RP1100  NAD 27      -  46 52 38.84800(N)    096 49 16.10400(W) AD(       ) 2
 RP1100
 RP1100.Superseded values are not recommended for survey control.
 RP1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1100.See file dsdata.txt to determine how the superseded data were derived.
 RP1100
 RP1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6599793847(NAD 83)
 RP1100_MARKER: DS = TRIANGULATION STATION DISK
 RP1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1100_STAMPING: FARGO 1954
 RP1100_MARK LOGO: CGS   
 RP1100_PROJECTION: FLUSH
 RP1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1100+STABILITY: SURFACE MOTION
 RP1100
 RP1100  HISTORY     - Date     Condition        Report By
 RP1100  HISTORY     - 1954     MONUMENTED       CGS
 RP1100  HISTORY     - 1963     GOOD             CGS
 RP1100  HISTORY     - 1963     SEE DESCRIPTION  CGS
 RP1100  HISTORY     - 19840712 GOOD             NGS
 RP1100
 RP1100                          STATION DESCRIPTION
 RP1100
 RP1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1100'THE STATION IS LOCATED IN WEST PART OF FARGO, IN SOUTHWEST
 RP1100'CORNER OF INTERSECTION OF 25TH ST. NORTH AND 2ND AVE. NORTH.
 RP1100'IT IS NORTH OF THE NORTHERN PACIFIC RAILWAY, ON LAND OWNED
 RP1100'BY MR. D. AMES.
 RP1100'
 RP1100'THE STATION MARK, ABOUT 195 FEET NORTH OF THE NORTH RAIL OF
 RP1100'THE NORTHERN PACIFIC RAILWAY TRACKS, 175 FEET SOUTH OF THE
 RP1100'CENTER OF 2ND AVE. NORTH, 65 FEET WEST OF THE CENTER OF 25TH
 RP1100'ST. NORTH, 4 FEET WEST OF A WITNESS POST, IS LEVEL WITH THE
 RP1100'GROUND SURFACE.  THE DISK IS STAMPED FARGO 1954.
 RP1100'
 RP1100'REFERENCE MARK NO. 1, WEST OF THE STATION, IS 195 FEET NORTH
 RP1100'OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILWAY TRACKS,
 RP1100'2 FEET EAST OF A POWER POLE AND PROJECTS 2 INCHES.  THE DISK
 RP1100'IS STAMPED FARGO NO 1 1954.
 RP1100'
 RP1100'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 115 FEET SOUTH
 RP1100'OF THE CENTER OF 2ND AVE. NORTH, 63 FEET WEST OF THE CENTER
 RP1100'OF 25TH ST. NORTH, 2 FEET SOUTH OF A POWER POLE, AND PROJECTS
 RP1100'2 INCHES.  THE DISK IS STAMPED FARGO NO 2 1954.
 RP1100'
 RP1100'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE WEST, IS 110 FEET
 RP1100'NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILWAY TRACKS,
 RP1100'2 FEET NORTHEAST OF A WITNESS POST, 1.5 FEET EAST OF A TELEPHONE
 RP1100'POLE AND PROJECTS 5 INCHES.  THE DISK IS STAMPED FARGO 1954.
 RP1100'
 RP1100'BENCH MARK X 18 IS 0.05 MILE N OF U.S. HWY 10, 70 FEET W
 RP1100'OF THE APPROXIMATE CENTER OF 23RD STREET, 20 FEET N OF THE
 RP1100'NORTH RAIL OF THE GREAT NORTHERN RR TRACK, AND 25 FEET NW OF A
 RP1100'TELEPHONE POLE.  THE MARK IS A USC AND GS BENCH MARK DISK
 RP1100'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.  MARK IS
 RP1100'STAMPED X 18 1931.
 RP1100'
 RP1100'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RP1100
 RP1100                          STATION RECOVERY (1963)
 RP1100
 RP1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP1100'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 RP1100'AND FOUND IN GOOD CONDITION.  R.M. NO. 1 HAD BEEN DESTROYED
 RP1100'AND BENCH MARK X 18 WAS NOT RECOVERED AND PRESUMED DESTROYED.
 RP1100'
 RP1100'THE AREA AROUND THE STATION HAD BEEN FILLED IN AND THE SURFACE
 RP1100'STATION MARK WAS RECOVERED ABOUT 3 FEET BELOW GROUND LEVEL.
 RP1100'BY PLUMBING OVER THIS MARK, A NEW SURFACE MARK WAS SET OVER
 RP1100'THE ORIGINAL MARK.  THE NEW MARK WAS LEFT PROJECTING ABOUT 3
 RP1100'INCHES ABOVE THE GROUND.  THE LAND IS OWNED BY THE AMES SAND
 RP1100'AND GRAVEL CO. AND MR. AMES SAID THE AREA AROUND THE STATION
 RP1100'MARK MAY BE PAVED AT A LATER DATE BUT EFFORTS WILL BE MADE
 RP1100'TO LEAVE THE STATION MARK EXPOSED.
 RP1100'
 RP1100'THE STATION IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 RP1100'OF 2ND AVENUE NORTH AND 27TH STREET NORTH, ABOUT 195 FEET
 RP1100'NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILWAY,
 RP1100'ABOUT 175 FEET SOUTH OF THE CENTERLINE OF 2ND AVE. N., 64
 RP1100'FEET WEST OF THE CENTERLINE OF 27TH ST. N., 95.4 FEET EAST
 RP1100'OF THE NORTHEAST CORNER OF THE SMALL CONCRETE BLOCK OFFICE
 RP1100'FOR AMES SAND AND GRAVEL INC. AND 1 FOOT NORTH OF A WOODEN
 RP1100'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 RP1100'IS STAMPED FARGO 1954 1963.
 RP1100'
 RP1100'R.M. NO. 2 IS NORTH OF THE STATION, 62 FEET WEST OF THE
 RP1100'CENTERLINE OF 27TH ST. N. AND 2-1/2 FEET SOUTH OF A TELEPHONE
 RP1100'POLE.  THIS MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 RP1100'GROUND.
 RP1100'
 RP1100'R.M. NO. 3 IS WEST OF THE STATION, 4.2 FEET EAST-SOUTHEAST
 RP1100'OF THE NORTHEAST CORNER OF THE CONCRETE-BLOCK OFFICE BUILDING
 RP1100'AND SET IN A DRILL HOLE NEAR THE NORTHEAST CORNER OF THE
 RP1100'SIDEWALK ALONG THE EAST SIDE OF THE BUILDING.  THE MARK
 RP1100'IS FLUSH WITH THE SIDEWALK AND THE DISK IS STAMPED FARGO
 RP1100'NO 3 1954.
 RP1100'
 RP1100'THE AZIMUTH MARK RECOVERED AS ORIGINALLY DESCRIBED BUT IT
 RP1100'WAS NOT VISABLE FROM THE GROUND AT THE STATION.  SINCE OTHER
 RP1100'OBJECTS WERE VISABLE FROM THE GROUND AND DUE TO EXTENSIVE
 RP1100'CONSTRUCTION IN THE AREA A NEW AZIMUTH MARK WAS NOT ESTABLISHED
 RP1100'AT THIS TIME.
 RP1100'
 RP1100'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RP1100
 RP1100                          STATION RECOVERY (1963)
 RP1100
 RP1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 RP1100'REFERENCE MARK 2 WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 RP1100'THE STATION MARK IS NOW UNDER 3 TO 4 FEET OF BROKEN CONCRETE
 RP1100'AND DIRT FILL.  REFERENCE MARK 1 IS COVERED BY A SIDE WALK.
 RP1100'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A BARREL WAS PLACED
 RP1100'AROUND THE WITNESS POST, NOT AROUND THE STATION MARK, TO
 RP1100'PRESERVE THE STATION SITE.  THE STREET NAMES HAVE BEEN
 RP1100'CHANGED AT THE SITE AND IS NOW FIRST AVENUE NORTH AND 27TH.
 RP1100'STREET NORTH.
 RP1100
 RP1100                          STATION RECOVERY (1984)
 RP1100
 RP1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RP1100'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 RP1100'AZIMUTH MARK 1 IS NO LONGER VISIBLE FROM THE STATION AND REFERENCE
 RP1100'MARK 3 HAS BEEN DESTROYED.  REFERENCE MARK 4 AND AZIMUTH MARK 2 WERE
 RP1100'ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RP1100' 
 RP1100'THE STATION IS LOCATED IN THE WEST PART OF FARGO IN THE AMES TRANSIT
 RP1100'MIX, SAND AND GRAVEL COMPOUND, AT THE CORNER OF 27TH STREET NORTH AND
 RP1100'1ST AVENUE NORTH.
 RP1100' 
 RP1100'THE STANDARD CGS DISK STAMPED--FARGO 1954--, SET INTO THE TOP A ROUND
 RP1100'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 RP1100'LOCATED JUST EAST OF MAIN OFFICES OF AMES TRANSIT MIX, SAND AND
 RP1100'GRAVEL.  LOCATED 59.4 METERS (194.9 FT) NORTH FROM THE NORTH RAIL OF
 RP1100'RAIL ROAD TRACKS.  53.3 METERS (174.9 FT) SOUTH FROM THE CENTER OF 1ST
 RP1100'AVENUE NORTH.  12.5 METERS (41.0 FT) WEST FROM THE WEST CURB OF 27TH
 RP1100'STREET NORTH.
 RP1100' 
 RP1100'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--FARGO NO 2 1954--,
 RP1100'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 RP1100'DIAMETER, RECESSED 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 35.0
 RP1100'METERS (114.8 FT) SOUTH FROM THE CENTER OF 1ST AVENUE NORTH. 18.9
 RP1100'METERS (62.0 FT) WEST FROM THE CENTER OF 27TH STREET NORTH.
 RP1100' 
 RP1100'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--FARGO 1954 NO 4
 RP1100'1984--, SET INTO DRILL HOLE IN WEST CONCRETE CURB OF 27TH. LOCATED
 RP1100'11.0 METERS (36.1 FT) NORTH FROM NORTH EDGE OF CONCRETE DRIVE INTO
 RP1100'AMES READY-MIX AND 13.6 METERS (44.6 FT) SOUTHEAST FROM A LONE TREE.
 RP1100' 
 RP1100'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--FARGO 1954 NO 2
 RP1100'1994--, SET INTO DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 RP1100'APPROACH LEADING INTO A SECURITY FENCED PARKING AREA.  LOCATED 35.8
 RP1100'METERS (117.5 FT) WEST FROM CENTER OF 24TH STREET NORTH.  11.0 METERS
 RP1100'(36.1 FT) NORTH FROM CENTER OF 3RD AVE NORTH.  1.2 METER (3.9 FT)
 RP1100'SOUTH FROM CHAIN-LINK GATE.  1.0 METER (3.3 FT) EAST FROM WEST EDGE OF
 RP1100'CONCRETE APPROACH.  TO REACH MARK FROM THE STATION, GO NORTHERLY ON
 RP1100'27TH STREET NORTH FOR 0.3 KM (0.20 MI) TO 3RD AVENUE NORTH, TURN RIGHT
 RP1100'ON 3RD AVENUE.  NORTH FOR 0.3 KM (0.20 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7624 ***********************************************************************
 DF7624  DESIGNATION -  FARGO 0004
 DF7624  PID         -  DF7624
 DF7624  STATE/COUNTY-  ND/CASS
 DF7624  USGS QUAD   -  FARGO SOUTH (1993)
 DF7624
 DF7624                         *CURRENT SURVEY CONTROL
 DF7624  ___________________________________________________________________
 DF7624* NAD 83(1996)-  46 49 05.57707(N)    096 48 08.24429(W)     ADJUSTED  
 DF7624* NAVD 88     -       275.5    (meters)     904.     (feet)  GPS OBS   
 DF7624  ___________________________________________________________________
 DF7624  X           -    -517,908.630 (meters)                     COMP
 DF7624  Y           -  -4,341,836.189 (meters)                     COMP
 DF7624  Z           -   4,628,140.626 (meters)                     COMP
 DF7624  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 DF7624  ELLIP HEIGHT-         249.06  (meters)          (09/10/03) GPS OBS
 DF7624  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DF7624
 DF7624  HORZ ORDER  -  FIRST
 DF7624  ELLP ORDER  -  THIRD     CLASS I
 DF7624
 DF7624.The horizontal coordinates were established by GPS observations
 DF7624.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF7624
 DF7624.The orthometric height was determined by GPS observations and a
 DF7624.high-resolution geoid model.
 DF7624
 DF7624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7624
 DF7624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7624
 DF7624.The ellipsoidal height was determined by GPS observations
 DF7624.and is referenced to NAD 83.
 DF7624
 DF7624.The geoid height was determined by GEOID03.
 DF7624
 DF7624;                    North         East     Units Scale Factor Converg.
 DF7624;SPC ND S     -   134,642.276   882,063.168   MT  0.99993589   +2 41 49.4
 DF7624;SPC ND S     -   441,739.75  2,893,908.03   iFT  0.99993589   +2 41 49.4
 DF7624;UTM  14      - 5,187,308.467   667,645.452   MT  0.99994545   +1 36 10.5
 DF7624
 DF7624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7624!SPC ND S     -   0.99996096  x   0.99993589  =   0.99989685
 DF7624!UTM  14      -   0.99996096  x   0.99994545  =   0.99990641
 DF7624
 DF7624                          SUPERSEDED SURVEY CONTROL
 DF7624
 DF7624.No superseded survey control is available for this station.
 DF7624
 DF7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6764587308(NAD 83)
 DF7624_MARKER: DD = SURVEY DISK
 DF7624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7624_STAMPING: UNSTAMPED
 DF7624_MARK LOGO: ND1020
 DF7624_PROJECTION: RECESSED 3 CENTIMETERS
 DF7624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7624+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DF7624_ROD/PIPE-DEPTH:  5.5 meters
 DF7624
 DF7624  HISTORY     - Date     Condition        Report By
 DF7624  HISTORY     - 1993     MONUMENTED       ND1020
 DF7624  HISTORY     - 20040616 MARK NOT FOUND   COMPA
 DF7624
 DF7624                          STATION DESCRIPTION
 DF7624
 DF7624'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 1993
 DF7624'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE DITY OF FARGO IN
 DF7624'THE NW 1/4 OF SECTION 36, T139N, R49W.  TO REACH THE MARK FROM THE JCT
 DF7624'OF TH 81 AND FAI 94, GO SOUTH FOR 2.0 MI (3.2 KM) ON TH 81, THEN GO
 DF7624'EAST FOR 0.1 MI (0.2 KM) ON 40TH AVE SOUTH.  THE MARK, A DISK ON A
 DF7624'DRIVEN ALUMINUM ROD, IS IN THE SE QUADRANT OF RIVER DR AND 40TH AVE
 DF7624'SOUTH, 20.9 FT (6.4 M) WEST OF A FIRE HYDRANT, 2.4 FT (0.7 M) NORTH OF
 DF7624'THE CENTER OF A MANHOLE COVER.  DESCRIBED BY DAVID K HERDER, TYPED BY
 DF7624'D.J.E.
 DF7624
 DF7624                          STATION RECOVERY (2004)
 DF7624
 DF7624'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 DF7624'MARK IS EITHER COVERED BY SOIL AND GRASS OR IS REMOVED. MAY NEED METAL
 DF7624'DETECTOR TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7623 ***********************************************************************
 DF7623  DESIGNATION -  FARGO 0009
 DF7623  PID         -  DF7623
 DF7623  STATE/COUNTY-  ND/CASS
 DF7623  USGS QUAD   -  FARGO NORTH (1993)
 DF7623
 DF7623                         *CURRENT SURVEY CONTROL
 DF7623  ___________________________________________________________________
 DF7623* NAD 83(1996)-  46 52 31.71110(N)    096 46 44.74263(W)     ADJUSTED  
 DF7623* NAVD 88     -       275.4    (meters)     904.     (feet)  GPS OBS   
 DF7623  ___________________________________________________________________
 DF7623  X           -    -515,602.705 (meters)                     COMP
 DF7623  Y           -  -4,337,433.949 (meters)                     COMP
 DF7623  Z           -   4,632,494.329 (meters)                     COMP
 DF7623  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DF7623  ELLIP HEIGHT-         248.93  (meters)          (09/10/03) GPS OBS
 DF7623  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DF7623
 DF7623  HORZ ORDER  -  FIRST
 DF7623  ELLP ORDER  -  THIRD     CLASS I
 DF7623
 DF7623.The horizontal coordinates were established by GPS observations
 DF7623.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF7623
 DF7623.The orthometric height was determined by GPS observations and a
 DF7623.high-resolution geoid model.
 DF7623
 DF7623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7623
 DF7623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7623
 DF7623.The ellipsoidal height was determined by GPS observations
 DF7623.and is referenced to NAD 83.
 DF7623
 DF7623.The geoid height was determined by GEOID03.
 DF7623
 DF7623;                    North         East     Units Scale Factor Converg.
 DF7623;SPC ND S     -   141,083.686   883,529.786   MT  0.99993610   +2 42 50.3
 DF7623;SPC ND S     -   462,872.99  2,898,719.77   iFT  0.99993610   +2 42 50.3
 DF7623;UTM  14      - 5,193,720.801   669,234.736   MT  0.99995202   +1 37 16.9
 DF7623
 DF7623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7623!SPC ND S     -   0.99996098  x   0.99993610  =   0.99989708
 DF7623!UTM  14      -   0.99996098  x   0.99995202  =   0.99991300
 DF7623
 DF7623                          SUPERSEDED SURVEY CONTROL
 DF7623
 DF7623.No superseded survey control is available for this station.
 DF7623
 DF7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6923593721(NAD 83)
 DF7623_MARKER: DD = SURVEY DISK
 DF7623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7623_STAMPING: UNSTAMPED
 DF7623_MARK LOGO: ND1020
 DF7623_PROJECTION: RECESSED 3 CENTIMETERS
 DF7623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7623+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DF7623_ROD/PIPE-DEPTH:  5.5 meters
 DF7623
 DF7623  HISTORY     - Date     Condition        Report By
 DF7623  HISTORY     - 1993     MONUMENTED       ND1020
 DF7623  HISTORY     - 20040613 MARK NOT FOUND   COMPA
 DF7623
 DF7623                          STATION DESCRIPTION
 DF7623
 DF7623'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 1993
 DF7623'THE MARK IS LOCATED IN THE CITY OF FARGO IN THE NW 1/4 OF SECTION 7,
 DF7623'T139N, R48W.  TO REACH THE MARK FROM THE JCT OF NORTHERN PACIFIC AVE
 DF7623'AND 13TH ST, GO EAST FOR 0.95 MI (1.53 KM) ON NORTHERN PACIFIC AVE.
 DF7623'THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS ON THE NORTH SIDE OF
 DF7623'NORTHERN PACIFIC AVE, AND 67.15 FT (20.47 M) SE OF A LIGHT POLE.
 DF7623'DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E.
 DF7623
 DF7623                          STATION RECOVERY (2004)
 DF7623
 DF7623'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 DF7623'MARK IS EITHER COVERED BY SOIL AND GRASS OR IS REMOVED. MAY NEED METAL
 DF7623'DETECTOR TO LOCATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF7625 ***********************************************************************
 DF7625  DESIGNATION -  FARGO 0015
 DF7625  PID         -  DF7625
 DF7625  STATE/COUNTY-  ND/CASS
 DF7625  USGS QUAD   -  FARGO NORTH (1993)
 DF7625
 DF7625                         *CURRENT SURVEY CONTROL
 DF7625  ___________________________________________________________________
 DF7625* NAD 83(1996)-  46 56 02.25374(N)    096 47 34.43134(W)     ADJUSTED  
 DF7625* NAVD 88     -       272.0    (meters)     892.     (feet)  GPS OBS   
 DF7625  ___________________________________________________________________
 DF7625  X           -    -516,085.731 (meters)                     COMP
 DF7625  Y           -  -4,332,592.936 (meters)                     COMP
 DF7625  Z           -   4,636,934.098 (meters)                     COMP
 DF7625  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DF7625  ELLIP HEIGHT-         245.65  (meters)          (09/10/03) GPS OBS
 DF7625  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DF7625
 DF7625  HORZ ORDER  -  FIRST
 DF7625  ELLP ORDER  -  THIRD     CLASS I
 DF7625
 DF7625.The horizontal coordinates were established by GPS observations
 DF7625.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF7625
 DF7625.The orthometric height was determined by GPS observations and a
 DF7625.high-resolution geoid model.
 DF7625
 DF7625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7625
 DF7625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7625
 DF7625.The ellipsoidal height was determined by GPS observations
 DF7625.and is referenced to NAD 83.
 DF7625
 DF7625.The geoid height was determined by GEOID03.
 DF7625
 DF7625;                    North         East     Units Scale Factor Converg.
 DF7625;SPC ND S     -   147,527.925   882,172.145   MT  0.99993735   +2 42 14.0
 DF7625;SPC ND S     -   484,015.50  2,894,265.57   iFT  0.99993735   +2 42 14.0
 DF7625;UTM  14      - 5,200,189.822   668,000.122   MT  0.99994690   +1 36 46.1
 DF7625
 DF7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7625!SPC ND S     -   0.99996150  x   0.99993735  =   0.99989885
 DF7625!UTM  14      -   0.99996150  x   0.99994690  =   0.99990840
 DF7625
 DF7625                          SUPERSEDED SURVEY CONTROL
 DF7625
 DF7625.No superseded survey control is available for this station.
 DF7625
 DF7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6800000190(NAD 83)
 DF7625_MARKER: DD = SURVEY DISK
 DF7625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7625_STAMPING: UNSTAMPED
 DF7625_MARK LOGO: ND1020
 DF7625_PROJECTION: RECESSED 3 CENTIMETERS
 DF7625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7625+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DF7625_ROD/PIPE-DEPTH:  5.5 meters
 DF7625
 DF7625  HISTORY     - Date     Condition        Report By
 DF7625  HISTORY     - 1993     MONUMENTED       ND1020
 DF7625
 DF7625                          STATION DESCRIPTION
 DF7625
 DF7625'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 1993
 DF7625'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF THE CITY OF FARGO IN
 DF7625'THE SW 1/4 OF SECTION 18, T140N, R48W.  THE MARK, A DISK SET ON A
 DF7625'DRIVEN ALUMINUM ROD, IS ON THE NORTH SIDE OF MN CO RD 20, 2.0 FT (0.6
 DF7625'M) WSW OF END OF GUARDRAIL FOR MN CO RD 22 AND ND CO RD 20 BRDG NO
 DF7625'7135 OVER RED RIVER.  DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4423 ***********************************************************************
 DH4423  DESIGNATION -  FARGO BASE STATION
 DH4423  PID         -  DH4423
 DH4423  STATE/COUNTY-  ND/CASS
 DH4423  USGS QUAD   -  FARGO NORTH (1993)
 DH4423
 DH4423                         *CURRENT SURVEY CONTROL
 DH4423  ___________________________________________________________________
 DH4423* NAD 83(1996)-  46 52 41.82036(N)    096 49 18.45320(W)     ADJUSTED  
 DH4423* NAVD 88     -       290.6    (meters)     953.     (feet)  GPS OBS   
 DH4423  ___________________________________________________________________
 DH4423  X           -    -518,809.039 (meters)                     COMP
 DH4423  Y           -  -4,336,832.662 (meters)                     COMP
 DH4423  Z           -   4,632,718.913 (meters)                     COMP
 DH4423  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DH4423  ELLIP HEIGHT-         264.25  (meters)          (06/27/05) GPS OBS
 DH4423  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DH4423
 DH4423  HORZ ORDER  -  A
 DH4423  ELLP ORDER  -  FOURTH    CLASS I
 DH4423
 DH4423.The horizontal coordinates were established by GPS observations
 DH4423.and adjusted by the National Geodetic Survey in June 2005..
 DH4423
 DH4423.The orthometric height was determined by GPS observations and a
 DH4423.high-resolution geoid model.
 DH4423
 DH4423.Photographs are available for this station.
 DH4423
 DH4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4423
 DH4423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4423
 DH4423.The ellipsoidal height was determined by GPS observations
 DH4423.and is referenced to NAD 83.
 DH4423
 DH4423.The geoid height was determined by GEOID03.
 DH4423
 DH4423;                    North         East     Units Scale Factor Converg.
 DH4423;SPC ND S     -   141,242.272   880,264.063   MT  0.99993614   +2 40 58.2
 DH4423;SPC ND S     -   463,393.28  2,888,005.46   iFT  0.99993614   +2 40 58.2
 DH4423;UTM  14      - 5,193,941.631   665,972.601   MT  0.99993858   +1 35 24.9
 DH4423
 DH4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4423!SPC ND S     -   0.99995858  x   0.99993614  =   0.99989472
 DH4423!UTM  14      -   0.99995858  x   0.99993858  =   0.99989716
 DH4423
 DH4423                          SUPERSEDED SURVEY CONTROL
 DH4423
 DH4423.No superseded survey control is available for this station.
 DH4423
 DH4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6597393942(NAD 83)
 DH4423_MARKER: N = NAIL
 DH4423_SETTING: 0 = UNSPECIFIED SETTING
 DH4423_SP_SET: BUILDING
 DH4423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4423+STABILITY: SURFACE MOTION
 DH4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4423+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4423
 DH4423  HISTORY     - Date     Condition        Report By
 DH4423  HISTORY     - UNK      MONUMENTED       ND1020
 DH4423  HISTORY     - 20040820 GOOD             ND1020
 DH4423
 DH4423                          STATION DESCRIPTION
 DH4423
 DH4423'DESCRIBED BY CITY OF FARGO NORTH DAKOTA 2004 (RL)
 DH4423'THE STATION IS LOCATED IN FARGO, IN THE NORTHWEST QUADRANT OF THE
 DH4423'INTERSECTION OF 27TH  STREET AND 1ST AVENUE NORTH. OWNERSHIP-- THE
 DH4423'CITY OF FARGO FIRE DEPARTMENT.  CONTACT  CITY ENGINEER, 200 THIRD
 DH4423'STREET NORTH, FARGO ND, PHONE 701-241-1545.
 DH4423' 
 DH4423'THIS IS A PERMANENT BASE STATION FOR THE CITY OF FARGO AND IS NOT
 DH4423'PHYSICALLY ACCESSIBLE  TO THE GENERAL PUBLIC.
 DH4423' 
 DH4423'THE STATION IS A 2.5-INCH MASONRY NAIL DRILLED INTO AND FLUSH WITH THE
 DH4423'CONCRETE ROOF OF  THE FIVE STORY CITY OF FARGO FIRE DEPARTMENT
 DH4423'TRAINING BUILDING. LOCATED 0.5 FEET NORTH  AND 0.5 FEET WEST OF THE
 DH4423'INSIDE SOUTHEAST CORNER OF THE BUILDING, ABOUT 3.5 FEET BELOW  THE TOP
 DH4423'OF THE BUILDING WALL.  NOTE--THERE IS NO STAMPING ON NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1111 ***********************************************************************
 RP1111  DESIGNATION -  FARGO CATHOLIC CHURCH SPIRE
 RP1111  PID         -  RP1111
 RP1111  STATE/COUNTY-  ND/CASS
 RP1111  USGS QUAD   -  FARGO NORTH (1993)
 RP1111
 RP1111                         *CURRENT SURVEY CONTROL
 RP1111  ___________________________________________________________________
 RP1111* NAD 83(1996)-  46 52 56.24968(N)    096 47 18.48863(W)     ADJUSTED  
 RP1111* NAVD 88     -                                                        
 RP1111  ___________________________________________________________________
 RP1111  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 RP1111  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RP1111
 RP1111  HORZ ORDER  -  THIRD
 RP1111
 RP1111.The horizontal coordinates were established by classical geodetic methods
 RP1111.and adjusted by the National Geodetic Survey in January 1998..
 RP1111
 RP1111
 RP1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1111
 RP1111.The geoid height was determined by GEOID03.
 RP1111
 RP1111;                    North         East     Units Scale Factor Converg.
 RP1111;SPC ND S     -   141,806.756   882,780.249   MT  0.99993620   +2 42 25.7
 RP1111;SPC ND S     -   465,245.26  2,896,260.66   iFT  0.99993620   +2 42 25.7
 RP1111;SPC MN C     -   312,315.180   606,549.981   MT  0.99996766   -1 50 10.7
 RP1111;UTM  14      - 5,194,458.041   668,499.112   MT  0.99994897   +1 36 52.9
 RP1111
 RP1111                          SUPERSEDED SURVEY CONTROL
 RP1111
 RP1111  NAD 83(1986)-  46 52 56.24711(N)    096 47 18.48061(W) AD(       ) 4
 RP1111  NAD 27      -  46 52 56.38700(N)    096 47 17.17200(W) AD(       ) 3
 RP1111
 RP1111.Superseded values are not recommended for survey control.
 RP1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1111.See file dsdata.txt to determine how the superseded data were derived.
 RP1111
 RP1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6849994458(NAD 83)
 RP1111_MARKER: 90 = CHURCH SPIRE
 RP1111
 RP1111  HISTORY     - Date     Condition        Report By
 RP1111  HISTORY     - 1906     FIRST OBSERVED   CGS
 RP1111  HISTORY     - 1947     GOOD             CGS
 RP1111  HISTORY     - 1971     GOOD             NGS
 RP1111  HISTORY     - 1975     GOOD             NGS
 RP1111
 RP1111                          STATION DESCRIPTION
 RP1111
 RP1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RER)
 RP1111'RECOVERED IN GOOD CONDITION.
 RP1111
 RP1111                          STATION RECOVERY (1971)
 RP1111
 RP1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1111'NO PREVIOUS DESCRIPTION -- RECOVERED IN GOOD CONDITION JUNE
 RP1111'30, 1971.
 RP1111
 RP1111                          STATION RECOVERY (1975)
 RP1111
 RP1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1111'NO DESCRIPTION AVAILABLE- RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1117 ***********************************************************************
 RP1117  DESIGNATION -  FARGO GRAIN TERMINAL ELEVATOR
 RP1117  PID         -  RP1117
 RP1117  STATE/COUNTY-  ND/CASS
 RP1117  USGS QUAD   -  FARGO SOUTH (1993)
 RP1117
 RP1117                         *CURRENT SURVEY CONTROL
 RP1117  ___________________________________________________________________
 RP1117* NAD 83(1996)-  46 52 22.33662(N)    096 50 34.33132(W)     ADJUSTED  
 RP1117* NAVD 88     -                                                        
 RP1117  ___________________________________________________________________
 RP1117  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 RP1117  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RP1117
 RP1117  HORZ ORDER  -  THIRD
 RP1117
 RP1117.The horizontal coordinates were established by classical geodetic methods
 RP1117.and adjusted by the National Geodetic Survey in January 1998..
 RP1117
 RP1117
 RP1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1117
 RP1117.The geoid height was determined by GEOID03.
 RP1117
 RP1117;                    North         East     Units Scale Factor Converg.
 RP1117;SPC ND S     -   140,566.319   878,687.226   MT  0.99993607   +2 40 02.8
 RP1117;SPC ND S     -   461,175.59  2,882,832.11   iFT  0.99993607   +2 40 02.8
 RP1117;SPC MN C     -   311,402.828   602,371.434   MT  0.99996610   -1 52 32.3
 RP1117;UTM  14      - 5,193,295.870   664,383.162   MT  0.99993213   +1 34 28.9
 RP1117
 RP1117                          SUPERSEDED SURVEY CONTROL
 RP1117
 RP1117  NAD 83(1986)-  46 52 22.33553(N)    096 50 34.32306(W) AD(       ) 4
 RP1117  NAD 27      -  46 52 22.45900(N)    096 50 33.02500(W) AD(       ) 3
 RP1117
 RP1117.Superseded values are not recommended for survey control.
 RP1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1117.See file dsdata.txt to determine how the superseded data were derived.
 RP1117
 RP1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6438393296(NAD 83)
 RP1117_MARKER: 65 = GRAIN ELEVATOR
 RP1117
 RP1117  HISTORY     - Date     Condition        Report By
 RP1117  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1117  HISTORY     - 1955     MARK NOT FOUND   CGS
 RP1117
 RP1117                          STATION DESCRIPTION
 RP1117
 RP1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1117'THE STATION IS THE LIGHT ATOP THE 10 FOOT POLE ON TOP OF
 RP1117'THE 210 FOOT CONCRETE GRAIN ELEVATOR LOCATED NEAR THE WESTERN
 RP1117'EDGE OF FARGO AND 0.1 MILE SOUTH OF U.S. HIGHWAY NO. 10.
 RP1117
 RP1117                          STATION RECOVERY (1955)
 RP1117
 RP1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 RP1117'NEWSPAPER ITEM, JUNE 13, 1955.
 RP1117'
 RP1117'TWENTY, 122-FOOT HIGH TANKS OF THE FARGO GRAIN TERMINAL IN
 RP1117'WEST FARGO COLLAPSED SUNDAY JUNE 12, 1955.  THE TANKS WERE
 RP1117'COMPLETED AUGUST 1954.
 RP1117'
 RP1117'STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1106 ***********************************************************************
 RP1106  DESIGNATION -  FARGO HECTOR AIRPORT BEACON
 RP1106  PID         -  RP1106
 RP1106  STATE/COUNTY-  ND/CASS
 RP1106  USGS QUAD   -  FARGO NORTH (1993)
 RP1106
 RP1106                         *CURRENT SURVEY CONTROL
 RP1106  ___________________________________________________________________
 RP1106* NAD 83(1996)-  46 54 30.50266(N)    096 48 32.66675(W)     ADJUSTED  
 RP1106* NAVD 88     -                                                        
 RP1106  ___________________________________________________________________
 RP1106  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 RP1106  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP1106
 RP1106  HORZ ORDER  -  THIRD
 RP1106
 RP1106.This mark is at Hector Intl Airport (FAR)
 RP1106
 RP1106.The horizontal coordinates were established by classical geodetic methods
 RP1106.and adjusted by the National Geodetic Survey in January 1998..
 RP1106
 RP1106
 RP1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1106
 RP1106.The geoid height was determined by GEOID03.
 RP1106
 RP1106;                    North         East     Units Scale Factor Converg.
 RP1106;SPC ND S     -   144,639.943   881,074.821   MT  0.99993668   +2 41 31.5
 RP1106;SPC ND S     -   474,540.50  2,890,665.42   iFT  0.99993668   +2 41 31.5
 RP1106;SPC MN C     -   315,274.656   605,074.290   MT  0.99997214   -1 51 04.3
 RP1106;UTM  14      - 5,197,323.244   666,847.978   MT  0.99994216   +1 36 01.2
 RP1106
 RP1106                          SUPERSEDED SURVEY CONTROL
 RP1106
 RP1106  NAD 83(1986)-  46 54 30.50168(N)    096 48 32.65805(W) AD(       ) 4
 RP1106  NAD 27      -  46 54 30.63100(N)    096 48 31.36500(W) AD(       ) 3
 RP1106
 RP1106.Superseded values are not recommended for survey control.
 RP1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1106.See file dsdata.txt to determine how the superseded data were derived.
 RP1106
 RP1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6684897323(NAD 83)
 RP1106_MARKER: 21 = AIRPORT BEACON
 RP1106
 RP1106  HISTORY     - Date     Condition        Report By
 RP1106  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1106  HISTORY     - 1957     GOOD             CGS
 RP1106  HISTORY     - 1963     GOOD             CGS
 RP1106  HISTORY     - 1971     GOOD             NGS
 RP1106  HISTORY     - 1975     GOOD             NGS
 RP1106  HISTORY     - 19950630 GOOD             CGS
 RP1106
 RP1106                          STATION DESCRIPTION
 RP1106
 RP1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1106'THE STATION IS THE REVOLVING BEACON ATOP THE BRICK CONTROL
 RP1106'TOWER AT HECTOR AIRPORT WHICH IS ABOUT 1.5 MILES NORTH-NORTHWEST
 RP1106'OF FARGO.  THE BEACON IS APPROXIMATELY 100 FEET HIGH.
 RP1106
 RP1106                          STATION RECOVERY (1957)
 RP1106
 RP1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1106'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1106
 RP1106                          STATION RECOVERY (1963)
 RP1106
 RP1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 RP1106'RECOVERED AS DESCRIBED.
 RP1106
 RP1106                          STATION RECOVERY (1971)
 RP1106
 RP1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1106'RECOVERED AS DESCRIBED IN GOOD CONDITION, JUNE 30, 1971.
 RP1106
 RP1106                          STATION RECOVERY (1975)
 RP1106
 RP1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1106'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RP1106'
 RP1106'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1106'AT HECTOR AIRPORT.
 RP1106
 RP1106                          STATION RECOVERY (1995)
 RP1106
 RP1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995
 RP1106'LOCATED AT HECTOR FIELD, A REVOLVING BEACON ON THE ROOF OF THE CONTROL
 RP1106'TOWER AND AT THE TOP OF THE TERMINAL BUILDING.  OBSERVATION POINT USED
 RP1106'IS THE BEACON SHAFT DIRECTLY BELOW THE BEACON.  THIS IS AN AIRPORT
 RP1106'SURVEY POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1105 ***********************************************************************
 RP1105  DESIGNATION -  FARGO LARGE ROUND TOWER
 RP1105  PID         -  RP1105
 RP1105  STATE/COUNTY-  ND/CASS
 RP1105  USGS QUAD   -  FARGO NORTH (1993)
 RP1105
 RP1105                         *CURRENT SURVEY CONTROL
 RP1105  ___________________________________________________________________
 RP1105* NAD 83(1996)-  46 52 37.71443(N)    096 46 48.86154(W)     ADJUSTED  
 RP1105* NAVD 88     -                                                        
 RP1105  ___________________________________________________________________
 RP1105  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 RP1105  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP1105
 RP1105  HORZ ORDER  -  THIRD
 RP1105
 RP1105.The horizontal coordinates were established by classical geodetic methods
 RP1105.and adjusted by the National Geodetic Survey in January 1998..
 RP1105
 RP1105
 RP1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1105
 RP1105.The geoid height was determined by GEOID03.
 RP1105
 RP1105;                    North         East     Units Scale Factor Converg.
 RP1105;SPC ND S     -   141,264.721   883,433.894   MT  0.99993613   +2 42 47.3
 RP1105;SPC ND S     -   463,466.93  2,898,405.16   iFT  0.99993613   +2 42 47.3
 RP1105;SPC MN C     -   311,723.052   607,158.654   MT  0.99996681   -1 49 49.2
 RP1105;UTM  14      - 5,193,903.634   669,142.312   MT  0.99995164   +1 37 14.0
 RP1105
 RP1105                          SUPERSEDED SURVEY CONTROL
 RP1105
 RP1105  NAD 83(1986)-  46 52 37.71199(N)    096 46 48.85402(W) AD(       ) 4
 RP1105  NAD 27      -  46 52 37.85000(N)    096 46 47.55000(W) AD(       ) 3
 RP1105
 RP1105.Superseded values are not recommended for survey control.
 RP1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1105.See file dsdata.txt to determine how the superseded data were derived.
 RP1105
 RP1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6914293904(NAD 83)
 RP1105_MARKER: 55 = TOWER
 RP1105
 RP1105  HISTORY     - Date     Condition        Report By
 RP1105  HISTORY     - 1906     FIRST OBSERVED   CGS
 RP1105  HISTORY     - 1947     MARK NOT FOUND   CGS
 RP1105
 RP1105                          STATION DESCRIPTION
 RP1105
 RP1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RER)
 RP1105'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1110 ***********************************************************************
 RP1110  DESIGNATION -  FARGO LARGE SQUARE TOWER
 RP1110  PID         -  RP1110
 RP1110  STATE/COUNTY-  ND/CASS
 RP1110  USGS QUAD   -  FARGO NORTH (1993)
 RP1110
 RP1110                         *CURRENT SURVEY CONTROL
 RP1110  ___________________________________________________________________
 RP1110* NAD 83(1996)-  46 52 36.22750(N)    096 47 01.38111(W)     ADJUSTED  
 RP1110* NAVD 88     -                                                        
 RP1110  ___________________________________________________________________
 RP1110  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 RP1110  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP1110
 RP1110  HORZ ORDER  -  THIRD
 RP1110
 RP1110.The horizontal coordinates were established by classical geodetic methods
 RP1110.and adjusted by the National Geodetic Survey in January 1998..
 RP1110
 RP1110
 RP1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1110
 RP1110.The geoid height was determined by GEOID03.
 RP1110
 RP1110;                    North         East     Units Scale Factor Converg.
 RP1110;SPC ND S     -   141,206.317   883,171.276   MT  0.99993612   +2 42 38.1
 RP1110;SPC ND S     -   463,275.32  2,897,543.56   iFT  0.99993612   +2 42 38.1
 RP1110;SPC MN C     -   311,685.633   606,892.227   MT  0.99996674   -1 49 58.3
 RP1110;UTM  14      - 5,193,850.247   668,878.625   MT  0.99995054   +1 37 04.8
 RP1110
 RP1110                          SUPERSEDED SURVEY CONTROL
 RP1110
 RP1110  NAD 83(1986)-  46 52 36.22505(N)    096 47 01.37359(W) AD(       ) 4
 RP1110  NAD 27      -  46 52 36.37000(N)    096 47 00.06000(W) AD(       ) 3
 RP1110
 RP1110.Superseded values are not recommended for survey control.
 RP1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1110.See file dsdata.txt to determine how the superseded data were derived.
 RP1110
 RP1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6887993850(NAD 83)
 RP1110_MARKER: 55 = TOWER
 RP1110
 RP1110  HISTORY     - Date     Condition        Report By
 RP1110  HISTORY     - 1906     FIRST OBSERVED   CGS
 RP1110  HISTORY     - 1947     MARK NOT FOUND   CGS
 RP1110
 RP1110                          STATION DESCRIPTION
 RP1110
 RP1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RER)
 RP1110'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1094 ***********************************************************************
 RP1094  DESIGNATION -  FARGO N DAK AGRICULT COLL STK
 RP1094  PID         -  RP1094
 RP1094  STATE/COUNTY-  ND/CASS
 RP1094  USGS QUAD   -  FARGO NORTH (1993)
 RP1094
 RP1094                         *CURRENT SURVEY CONTROL
 RP1094  ___________________________________________________________________
 RP1094* NAD 83(1996)-  46 53 30.28891(N)    096 48 11.02106(W)     ADJUSTED  
 RP1094* NAVD 88     -                                                        
 RP1094  ___________________________________________________________________
 RP1094  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 RP1094  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP1094
 RP1094  HORZ ORDER  -  THIRD
 RP1094
 RP1094.The horizontal coordinates were established by classical geodetic methods
 RP1094.and adjusted by the National Geodetic Survey in January 1998..
 RP1094
 RP1094
 RP1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1094
 RP1094.The geoid height was determined by GEOID03.
 RP1094
 RP1094;                    North         East     Units Scale Factor Converg.
 RP1094;SPC ND S     -   142,804.236   881,619.838   MT  0.99993635   +2 41 47.3
 RP1094;SPC ND S     -   468,517.83  2,892,453.54   iFT  0.99993635   +2 41 47.3
 RP1094;SPC MN C     -   313,401.481   605,472.197   MT  0.99996926   -1 50 48.7
 RP1094;UTM  14      - 5,195,477.471   667,357.916   MT  0.99994426   +1 36 15.4
 RP1094
 RP1094                          SUPERSEDED SURVEY CONTROL
 RP1094
 RP1094  NAD 83(1986)-  46 53 30.28796(N)    096 48 11.01245(W) AD(       ) 4
 RP1094  NAD 27      -  46 53 30.41600(N)    096 48 09.71900(W) AD(       ) 3
 RP1094
 RP1094.Superseded values are not recommended for survey control.
 RP1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1094.See file dsdata.txt to determine how the superseded data were derived.
 RP1094
 RP1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6735895477(NAD 83)
 RP1094_MARKER: 63 = STACK
 RP1094
 RP1094  HISTORY     - Date     Condition        Report By
 RP1094  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1094  HISTORY     - 1957     GOOD             CGS
 RP1094  HISTORY     - 1963     GOOD             CGS
 RP1094  HISTORY     - 1971     GOOD             NGS
 RP1094
 RP1094                          STATION DESCRIPTION
 RP1094
 RP1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1094'THE STATION IS THE TOP CENTER OF THE BRICK SMOKESTACK LOCATED
 RP1094'ON THE NORTH DAKOTA AGRICULTURE COLLEGE CAMPUS AT THE NORTHWEST
 RP1094'EDGE OF FARGO.  THE STACK IS APPROXIMATELY 150 FEET HIGH.
 RP1094
 RP1094                          STATION RECOVERY (1957)
 RP1094
 RP1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1094'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1094
 RP1094                          STATION RECOVERY (1963)
 RP1094
 RP1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 RP1094'THE STATION WAS RECOVERED AS DESCRIBED.
 RP1094
 RP1094                          STATION RECOVERY (1971)
 RP1094
 RP1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1094'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1102 ***********************************************************************
 RP1102  DESIGNATION -  FARGO NORTH MUNICIPAL TANK
 RP1102  PID         -  RP1102
 RP1102  STATE/COUNTY-  ND/CASS
 RP1102  USGS QUAD   -  FARGO NORTH (1993)
 RP1102
 RP1102                         *CURRENT SURVEY CONTROL
 RP1102  ___________________________________________________________________
 RP1102* NAD 83(1996)-  46 53 47.28353(N)    096 47 39.35017(W)     ADJUSTED  
 RP1102* NAVD 88     -                                                        
 RP1102  ___________________________________________________________________
 RP1102  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 RP1102  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP1102
 RP1102  HORZ ORDER  -  THIRD
 RP1102
 RP1102.The horizontal coordinates were established by classical geodetic methods
 RP1102.and adjusted by the National Geodetic Survey in January 1998..
 RP1102
 RP1102
 RP1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1102
 RP1102.The geoid height was determined by GEOID03.
 RP1102
 RP1102;                    North         East     Units Scale Factor Converg.
 RP1102;SPC ND S     -   143,359.993   882,264.756   MT  0.99993643   +2 42 10.4
 RP1102;SPC ND S     -   470,341.18  2,894,569.41   iFT  0.99993643   +2 42 10.4
 RP1102;SPC MN C     -   313,904.422   606,159.134   MT  0.99997006   -1 50 25.8
 RP1102;UTM  14      - 5,196,020.840   668,013.315   MT  0.99994696   +1 36 39.0
 RP1102
 RP1102                          SUPERSEDED SURVEY CONTROL
 RP1102
 RP1102  NAD 83(1986)-  46 53 47.28257(N)    096 47 39.34169(W) AD(       ) 4
 RP1102  NAD 27      -  46 53 47.41100(N)    096 47 38.04900(W) AD(       ) 3
 RP1102
 RP1102.Superseded values are not recommended for survey control.
 RP1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1102.See file dsdata.txt to determine how the superseded data were derived.
 RP1102
 RP1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6801396021(NAD 83)
 RP1102_MARKER: 53 = ELEVATED TANK
 RP1102
 RP1102  HISTORY     - Date     Condition        Report By
 RP1102  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1102  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RP1102
 RP1102                          STATION DESCRIPTION
 RP1102
 RP1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1102'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED WEST
 RP1102'OF 10 TH STREET NORTH BETWEEN 14 TH AND 15 TH AVENUE NORTH
 RP1102'IN THE CITY OF FARGO.  THE TANK IS ELEVATED BY AN 8 LEGGED
 RP1102'SKELETON FRAMEWORK AND IS APPROXIMATELY 135 FEET HIGH.
 RP1102
 RP1102                          STATION RECOVERY (1957)
 RP1102
 RP1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1102'THE STATION HAS BEEN DESTROYED.  A NEW TANK, BUILT IN 1955,
 RP1102'NOW STANDS IN THE APPROXIMATE POSITION OCCUPIED BY THE OLD TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1095 ***********************************************************************
 RP1095  DESIGNATION -  FARGO NORTHWESTERN BELL TEL TR
 RP1095  PID         -  RP1095
 RP1095  STATE/COUNTY-  ND/CASS
 RP1095  USGS QUAD   -  FARGO NORTH (1993)
 RP1095
 RP1095                         *CURRENT SURVEY CONTROL
 RP1095  ___________________________________________________________________
 RP1095* NAD 83(1996)-  46 52 38.57955(N)    096 47 05.79403(W)     ADJUSTED  
 RP1095* NAVD 88     -                                                        
 RP1095  ___________________________________________________________________
 RP1095  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 RP1095  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP1095
 RP1095  HORZ ORDER  -  THIRD
 RP1095
 RP1095.The horizontal coordinates were established by classical geodetic methods
 RP1095.and adjusted by the National Geodetic Survey in January 1998..
 RP1095
 RP1095
 RP1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1095
 RP1095.The geoid height was determined by GEOID03.
 RP1095
 RP1095;                    North         East     Units Scale Factor Converg.
 RP1095;SPC ND S     -   141,274.445   883,074.509   MT  0.99993613   +2 42 34.9
 RP1095;SPC ND S     -   463,498.84  2,897,226.08   iFT  0.99993613   +2 42 34.9
 RP1095;SPC MN C     -   311,761.215   606,801.158   MT  0.99996685   -1 50 01.5
 RP1095;UTM  14      - 5,193,920.209   668,783.173   MT  0.99995015   +1 37 01.7
 RP1095
 RP1095                          SUPERSEDED SURVEY CONTROL
 RP1095
 RP1095  NAD 83(1986)-  46 52 38.57866(N)    096 47 05.78608(W) AD(       ) 4
 RP1095  NAD 27      -  46 52 38.70800(N)    096 47 04.49200(W) AD(       ) 3
 RP1095
 RP1095.Superseded values are not recommended for survey control.
 RP1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1095.See file dsdata.txt to determine how the superseded data were derived.
 RP1095
 RP1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6878393920(NAD 83)
 RP1095
 RP1095  HISTORY     - Date     Condition        Report By
 RP1095  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1095  HISTORY     - 1957     GOOD             CGS
 RP1095
 RP1095                          STATION DESCRIPTION
 RP1095
 RP1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1095'THE STATION IS THE TOP CENTER OF THE 90 FOOT METAL MAST
 RP1095'ATOP THE NORTHWESTERN BELL TELEPHONE BUILDING LOCATED AT
 RP1095'THE CORNER OF 1ST STREET NORTH AND 4TH AVENUE NORTH IN FARGO.
 RP1095'THE TOP OF THE MAST IS 152 FEET ABOVE THE SURFACE OF THE
 RP1095'STREETS.
 RP1095
 RP1095                          STATION RECOVERY (1957)
 RP1095
 RP1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WJT)
 RP1095'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1086 ***********************************************************************
 RP1086  DESIGNATION -  FARGO RADIO STATION KFGO MAST
 RP1086  PID         -  RP1086
 RP1086  STATE/COUNTY-  ND/CASS
 RP1086  USGS QUAD   -  HICKSON (1979)
 RP1086
 RP1086                         *CURRENT SURVEY CONTROL
 RP1086  ___________________________________________________________________
 RP1086* NAD 83(1996)-  46 43 07.05815(N)    096 48 03.29911(W)     ADJUSTED  
 RP1086* NAVD 88     -                                                        
 RP1086  ___________________________________________________________________
 RP1086  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 RP1086  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RP1086
 RP1086  HORZ ORDER  -  THIRD
 RP1086
 RP1086.The horizontal coordinates were established by classical geodetic methods
 RP1086.and adjusted by the National Geodetic Survey in January 1998..
 RP1086
 RP1086
 RP1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1086
 RP1086.The geoid height was determined by GEOID03.
 RP1086
 RP1086;                    North         East     Units Scale Factor Converg.
 RP1086;SPC ND S     -   123,589.285   882,688.975   MT  0.99993789   +2 41 53.0
 RP1086;SPC ND S     -   405,476.66  2,895,961.20   iFT  0.99993789   +2 41 53.0
 RP1086;SPC MN C     -   294,161.841   605,015.887   MT  0.99994443   -1 50 43.1
 RP1086;UTM  14      - 5,176,245.425   668,059.838   MT  0.99994717   +1 36 04.7
 RP1086
 RP1086                          SUPERSEDED SURVEY CONTROL
 RP1086
 RP1086  NAD 83(1986)-  46 43 07.05717(N)    096 48 03.28949(W) AD(       ) 4
 RP1086  NAD 27      -  46 43 07.18800(N)    096 48 01.98900(W) AD(       ) 3
 RP1086
 RP1086.Superseded values are not recommended for survey control.
 RP1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1086.See file dsdata.txt to determine how the superseded data were derived.
 RP1086
 RP1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6806076245(NAD 83)
 RP1086_MARKER: 42 = RADIO/TV MAST
 RP1086
 RP1086  HISTORY     - Date     Condition        Report By
 RP1086  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1086  HISTORY     - 1958     GOOD             CGS
 RP1086
 RP1086                          STATION DESCRIPTION
 RP1086
 RP1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1086'THE STATION IS THE LIGHT ATOP THE MIDDLE AND LARGEST OF
 RP1086'THREE MASTS LOCATED ABOUT 9.5 MILES SOUTH OF FARGO ALONG
 RP1086'U.S. HIGHWAY 81.  THE MAST IS 270 FEET HIGH.
 RP1086
 RP1086                          STATION RECOVERY (1958)
 RP1086
 RP1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 RP1086'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION
 RP1086'WHICH IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1114 ***********************************************************************
 RP1114  DESIGNATION -  FARGO RED OWL TANK
 RP1114  PID         -  RP1114
 RP1114  STATE/COUNTY-  ND/CASS
 RP1114  USGS QUAD   -  FARGO SOUTH (1993)
 RP1114
 RP1114                         *CURRENT SURVEY CONTROL
 RP1114  ___________________________________________________________________
 RP1114* NAD 83(1996)-  46 52 27.61353(N)    096 49 42.54740(W)     ADJUSTED  
 RP1114* NAVD 88     -                                                        
 RP1114  ___________________________________________________________________
 RP1114  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 RP1114  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP1114
 RP1114  HORZ ORDER  -  THIRD
 RP1114
 RP1114.The horizontal coordinates were established by classical geodetic methods
 RP1114.and adjusted by the National Geodetic Survey in January 1998..
 RP1114
 RP1114
 RP1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1114
 RP1114.The geoid height was determined by GEOID03.
 RP1114
 RP1114;                    North         East     Units Scale Factor Converg.
 RP1114;SPC ND S     -   140,780.214   879,774.964   MT  0.99993609   +2 40 40.6
 RP1114;SPC ND S     -   461,877.34  2,886,400.80   iFT  0.99993609   +2 40 40.6
 RP1114;SPC MN C     -   311,529.896   603,472.730   MT  0.99996634   -1 51 54.9
 RP1114;UTM  14      - 5,193,488.983   665,474.780   MT  0.99993656   +1 35 06.9
 RP1114
 RP1114                          SUPERSEDED SURVEY CONTROL
 RP1114
 RP1114  NAD 83(1986)-  46 52 27.61250(N)    096 49 42.53871(W) AD(       ) 4
 RP1114  NAD 27      -  46 52 27.73800(N)    096 49 41.24000(W) AD(       ) 3
 RP1114
 RP1114.Superseded values are not recommended for survey control.
 RP1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1114.See file dsdata.txt to determine how the superseded data were derived.
 RP1114
 RP1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6547593489(NAD 83)
 RP1114_MARKER: 53 = ELEVATED TANK
 RP1114
 RP1114  HISTORY     - Date     Condition        Report By
 RP1114  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1114  HISTORY     - 1958     GOOD             CGS
 RP1114  HISTORY     - 1963     GOOD             CGS
 RP1114  HISTORY     - 1975     GOOD             NGS
 RP1114
 RP1114                          STATION DESCRIPTION
 RP1114
 RP1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1114'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED EAST OF
 RP1114'31 ST.  STREET ONE HALF A BLOCK SOUTH OF FRONT STREET IN
 RP1114'THE CITY OF FARGO.  THE TANK IS ELEVATED BY A FOUR LEGGED
 RP1114'SKELETON FRAMEWORK AND IS APPROXIMATELY 120 FEET HIGH.
 RP1114
 RP1114                          STATION RECOVERY (1958)
 RP1114
 RP1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 RP1114'RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION WHICH IS
 RP1114'ADEQUATE FOR RECOVERY.
 RP1114
 RP1114                          STATION RECOVERY (1963)
 RP1114
 RP1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 RP1114'RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
 RP1114
 RP1114                          STATION RECOVERY (1975)
 RP1114
 RP1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1114'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RP1114'
 RP1114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1114'IN FARGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1104 ***********************************************************************
 RP1104  DESIGNATION -  FARGO SOUTH MUNICIPAL TANK
 RP1104  PID         -  RP1104
 RP1104  STATE/COUNTY-  ND/CASS
 RP1104  USGS QUAD   -  FARGO NORTH (1993)
 RP1104
 RP1104                         *CURRENT SURVEY CONTROL
 RP1104  ___________________________________________________________________
 RP1104* NAD 83(1996)-  46 52 58.11754(N)    096 47 45.02502(W)     ADJUSTED  
 RP1104* NAVD 88     -                                                        
 RP1104  ___________________________________________________________________
 RP1104  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 RP1104  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RP1104
 RP1104  HORZ ORDER  -  THIRD
 RP1104
 RP1104.The horizontal coordinates were established by classical geodetic methods
 RP1104.and adjusted by the National Geodetic Survey in January 1998..
 RP1104
 RP1104
 RP1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1104
 RP1104.The geoid height was determined by GEOID03.
 RP1104
 RP1104;                    North         East     Units Scale Factor Converg.
 RP1104;SPC ND S     -   141,837.859   882,216.336   MT  0.99993620   +2 42 06.3
 RP1104;SPC ND S     -   465,347.31  2,894,410.55   iFT  0.99993620   +2 42 06.3
 RP1104;SPC MN C     -   312,390.858   605,990.287   MT  0.99996775   -1 50 29.9
 RP1104;UTM  14      - 5,194,499.890   667,935.888   MT  0.99994664   +1 36 33.5
 RP1104
 RP1104                          SUPERSEDED SURVEY CONTROL
 RP1104
 RP1104  NAD 83(1986)-  46 52 58.11660(N)    096 47 45.01654(W) AD(       ) 4
 RP1104  NAD 27      -  46 52 58.24500(N)    096 47 43.72300(W) AD(       ) 3
 RP1104
 RP1104.Superseded values are not recommended for survey control.
 RP1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1104.See file dsdata.txt to determine how the superseded data were derived.
 RP1104
 RP1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6793694500(NAD 83)
 RP1104_MARKER: 53 = ELEVATED TANK
 RP1104
 RP1104  HISTORY     - Date     Condition        Report By
 RP1104  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1104  HISTORY     - 1957     GOOD             CGS
 RP1104  HISTORY     - 1963     GOOD             CGS
 RP1104  HISTORY     - 1971     GOOD             NGS
 RP1104
 RP1104                          STATION DESCRIPTION
 RP1104
 RP1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1104'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED SOUTHWEST
 RP1104'OF THE INTERSECTION OF 7 TH AVENUE AND 11 TH STREET NORTH
 RP1104'IN THE CITY OF FARGO.  THE TANK IS ELEVATED BY AN 8 LEGGED
 RP1104'SKELETON FRAMEWORK AND IS APPROXIMATELY 130 FEET HIGH.
 RP1104
 RP1104                          STATION RECOVERY (1957)
 RP1104
 RP1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1104'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1104
 RP1104                          STATION RECOVERY (1963)
 RP1104
 RP1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 RP1104'RECOVERED AS DESCRIBED.
 RP1104
 RP1104                          STATION RECOVERY (1971)
 RP1104
 RP1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1104'RECOVERED IN GOOD CONDITION.  TANK HAS 10 LEGS AND CENTER
 RP1104'STANDPIPE AND IS PAINTED IN ALTERNATE SECTIONS OF RED AND
 RP1104'WHITE IN N.W. CORNER OF 6TH AVE. N., AND 11 TH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1124 ***********************************************************************
 RP1124  DESIGNATION -  FARGO TV STATION WDAY MAST
 RP1124  PID         -  RP1124
 RP1124  STATE/COUNTY-  ND/CASS
 RP1124  USGS QUAD   -  FARGO SOUTH (1993)
 RP1124
 RP1124                         *CURRENT SURVEY CONTROL
 RP1124  ___________________________________________________________________
 RP1124* NAD 83(1996)-  46 49 02.52668(N)    096 48 07.82437(W)     ADJUSTED  
 RP1124* NAVD 88     -                                                        
 RP1124  ___________________________________________________________________
 RP1124  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 RP1124  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP1124
 RP1124  HORZ ORDER  -  THIRD
 RP1124
 RP1124.The horizontal coordinates were established by classical geodetic methods
 RP1124.and adjusted by the National Geodetic Survey in January 1998..
 RP1124
 RP1124
 RP1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1124
 RP1124.The geoid height was determined by GEOID03.
 RP1124
 RP1124;                    North         East     Units Scale Factor Converg.
 RP1124;SPC ND S     -   134,548.610   882,076.492   MT  0.99993590   +2 41 49.7
 RP1124;SPC ND S     -   441,432.45  2,893,951.75   iFT  0.99993590   +2 41 49.7
 RP1124;SPC MN C     -   305,135.399   605,273.455   MT  0.99995746   -1 50 46.4
 RP1124;UTM  14      - 5,187,214.562   667,656.984   MT  0.99994550   +1 36 10.7
 RP1124
 RP1124                          SUPERSEDED SURVEY CONTROL
 RP1124
 RP1124  NAD 83(1986)-  46 49 02.52551(N)    096 48 07.81480(W) AD(       ) 4
 RP1124  NAD 27      -  46 49 02.65400(N)    096 48 06.51600(W) AD(       ) 3
 RP1124
 RP1124.Superseded values are not recommended for survey control.
 RP1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1124.See file dsdata.txt to determine how the superseded data were derived.
 RP1124
 RP1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6765787215(NAD 83)
 RP1124_MARKER: 42 = RADIO/TV MAST
 RP1124
 RP1124  HISTORY     - Date     Condition        Report By
 RP1124  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1124  HISTORY     - 1958     GOOD             CGS
 RP1124  HISTORY     - 1966     GOOD             CGS
 RP1124  HISTORY     - 1967     GOOD             CGS
 RP1124
 RP1124                          STATION DESCRIPTION
 RP1124
 RP1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1124'THE STATION IS THE TOP CENTER OF THE TALL, FOUR LEGGED MAST
 RP1124'THAT IS LOCATED ABOUT 3 MILES SOUTH OF FARGO ALONG U.S.
 RP1124'HIGHWAY 81.  THE MAST IS 433 FEET HIGH.
 RP1124
 RP1124                          STATION RECOVERY (1958)
 RP1124
 RP1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 RP1124'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION
 RP1124'WHICH IS ADEQUATE FOR A QUICK RECOVERY.
 RP1124
 RP1124                          STATION RECOVERY (1966)
 RP1124
 RP1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 RP1124'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED IN 1954.
 RP1124'
 RP1124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1124'ABOUT 3 MILES SOUTH OF FARGO.
 RP1124
 RP1124                          STATION RECOVERY (1967)
 RP1124
 RP1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP1124'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1107 ***********************************************************************
 RP1107  DESIGNATION -  FARGO VETERANS HOSPITAL TANK
 RP1107  PID         -  RP1107
 RP1107  STATE/COUNTY-  ND/CASS
 RP1107  USGS QUAD   -  FARGO NORTH (1993)
 RP1107
 RP1107                         *CURRENT SURVEY CONTROL
 RP1107  ___________________________________________________________________
 RP1107* NAD 83(1996)-  46 54 26.02729(N)    096 46 21.83621(W)     ADJUSTED  
 RP1107* NAVD 88     -                                                        
 RP1107  ___________________________________________________________________
 RP1107  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 RP1107  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP1107
 RP1107  HORZ ORDER  -  THIRD
 RP1107
 RP1107.The horizontal coordinates were established by classical geodetic methods
 RP1107.and adjusted by the National Geodetic Survey in January 1998..
 RP1107
 RP1107
 RP1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1107
 RP1107.The geoid height was determined by GEOID03.
 RP1107
 RP1107;                    North         East     Units Scale Factor Converg.
 RP1107;SPC ND S     -   144,632.581   883,846.844   MT  0.99993665   +2 43 07.0
 RP1107;SPC ND S     -   474,516.34  2,899,759.99   iFT  0.99993665   +2 43 07.0
 RP1107;SPC MN C     -   315,047.726   607,837.117   MT  0.99997193   -1 49 29.7
 RP1107;UTM  14      - 5,197,263.066   669,619.389   MT  0.99995362   +1 37 36.6
 RP1107
 RP1107                          SUPERSEDED SURVEY CONTROL
 RP1107
 RP1107  NAD 83(1986)-  46 54 26.02639(N)    096 46 21.82771(W) AD(       ) 4
 RP1107  NAD 27      -  46 54 26.15600(N)    096 46 20.53900(W) AD(       ) 3
 RP1107
 RP1107.Superseded values are not recommended for survey control.
 RP1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1107.See file dsdata.txt to determine how the superseded data were derived.
 RP1107
 RP1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6961997263(NAD 83)
 RP1107_MARKER: 53 = ELEVATED TANK
 RP1107
 RP1107  HISTORY     - Date     Condition        Report By
 RP1107  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1107  HISTORY     - 1963     GOOD             CGS
 RP1107  HISTORY     - 1971     GOOD             NGS
 RP1107  HISTORY     - 1975     GOOD             NGS
 RP1107
 RP1107                          STATION DESCRIPTION
 RP1107
 RP1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1107'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED AT THE
 RP1107'VETERANS HOSPITAL AT THE NORTHEAST EDGE OF FARGO.  THE TANK
 RP1107'IS ELEVATED BY A 4 LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY
 RP1107'120 FEET HIGH.
 RP1107
 RP1107                          STATION RECOVERY (1963)
 RP1107
 RP1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 RP1107'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION.
 RP1107
 RP1107                          STATION RECOVERY (1971)
 RP1107
 RP1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1107'RECOVERED IN GOOD CONDITION.  NOW PAINTED IN ALTERNATE SECTIONS
 RP1107'OF RED AND WHITE.
 RP1107
 RP1107                          STATION RECOVERY (1975)
 RP1107
 RP1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1107'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE TANK IS NOW
 RP1107'PAINTED IN RED AND WHITE CHECKS.
 RP1107'
 RP1107'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1107'NORTHEAST EDGE OF FARGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1108 ***********************************************************************
 RP1108  DESIGNATION -  FARGO VETERANS HOSPITAL STACK
 RP1108  PID         -  RP1108
 RP1108  STATE/COUNTY-  ND/CASS
 RP1108  USGS QUAD   -  FARGO NORTH (1993)
 RP1108
 RP1108                         *CURRENT SURVEY CONTROL
 RP1108  ___________________________________________________________________
 RP1108* NAD 83(1996)-  46 54 25.89904(N)    096 46 23.80435(W)     ADJUSTED  
 RP1108* NAVD 88     -                                                        
 RP1108  ___________________________________________________________________
 RP1108  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 RP1108  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP1108
 RP1108  HORZ ORDER  -  THIRD
 RP1108
 RP1108.The horizontal coordinates were established by classical geodetic methods
 RP1108.and adjusted by the National Geodetic Survey in January 1998..
 RP1108
 RP1108
 RP1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1108
 RP1108.The geoid height was determined by GEOID03.
 RP1108
 RP1108;                    North         East     Units Scale Factor Converg.
 RP1108;SPC ND S     -   144,626.650   883,805.429   MT  0.99993665   +2 43 05.5
 RP1108;SPC ND S     -   474,496.88  2,899,624.11   iFT  0.99993665   +2 43 05.5
 RP1108;SPC MN C     -   315,045.094   607,795.361   MT  0.99997192   -1 49 31.1
 RP1108;UTM  14      - 5,197,257.925   669,577.868   MT  0.99995345   +1 37 35.2
 RP1108
 RP1108                          SUPERSEDED SURVEY CONTROL
 RP1108
 RP1108  NAD 83(1986)-  46 54 25.89813(N)    096 46 23.79580(W) AD(       ) 4
 RP1108  NAD 27      -  46 54 26.02700(N)    096 46 22.50700(W) AD(       ) 3
 RP1108
 RP1108.Superseded values are not recommended for survey control.
 RP1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1108.See file dsdata.txt to determine how the superseded data were derived.
 RP1108
 RP1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6957897258(NAD 83)
 RP1108_MARKER: 63 = STACK
 RP1108
 RP1108  HISTORY     - Date     Condition        Report By
 RP1108  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1108  HISTORY     - 1957     GOOD             CGS
 RP1108  HISTORY     - 1971     GOOD             NGS
 RP1108  HISTORY     - 1975     GOOD             NGS
 RP1108
 RP1108                          STATION DESCRIPTION
 RP1108
 RP1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1108'THE STATION IS THE TOP CENTER OF THE BRICK SMOKESTACK LOCATED
 RP1108'AT THE VETERANS HOSPITAL AT THE NORTHEAST EDGE OF FARGO.  THE
 RP1108'STACK IS APPROXIMATELY 150 FEET HIGH.
 RP1108
 RP1108                          STATION RECOVERY (1957)
 RP1108
 RP1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1108'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1108
 RP1108                          STATION RECOVERY (1971)
 RP1108
 RP1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1108'RECOVERED IN GOOD CONDITION.  NOW PAINTED IN ALTERNATE SECTIONS
 RP1108'OF RED AND WHITE.
 RP1108
 RP1108                          STATION RECOVERY (1975)
 RP1108
 RP1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1108'RECOVERED AS DESCRIBED IN GOOD CONDITION- THE STACK IS NOW PAINTED
 RP1108'IN ALTERNATING SECTIONS OF RED AND WHITE.
 RP1108'
 RP1108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1108'NORTHEAST EDGE OF FARGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1555 ***********************************************************************
 SL1555  DESIGNATION -  FARGO WINNIPEG AIRWAY BEACON 2
 SL1555  PID         -  SL1555
 SL1555  STATE/COUNTY-  ND/TRAILL
 SL1555  USGS QUAD   -  HALSTAD SW (1963)
 SL1555
 SL1555                         *CURRENT SURVEY CONTROL
 SL1555  ___________________________________________________________________
 SL1555* NAD 83(1996)-  47 19 27.77730(N)    096 55 34.24327(W)     ADJUSTED  
 SL1555* NAVD 88     -                                                        
 SL1555  ___________________________________________________________________
 SL1555  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 SL1555  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 SL1555
 SL1555  HORZ ORDER  -  THIRD
 SL1555
 SL1555.The horizontal coordinates were established by classical geodetic methods
 SL1555.and adjusted by the National Geodetic Survey in January 1998..
 SL1555
 SL1555
 SL1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1555
 SL1555.The geoid height was determined by GEOID03.
 SL1555
 SL1555;                    North         East     Units Scale Factor Converg.
 SL1555;SPC ND N     -    42,334.099   870,070.361   MT  1.00002320   +2 39 33.8
 SL1555;SPC ND N     -   138,891.40  2,854,561.55   iFT  1.00002320   +2 39 33.8
 SL1555;SPC ND S     -   190,415.391   870,060.443   MT  0.99997238   +2 36 24.1
 SL1555;SPC ND S     -   624,722.41  2,854,529.01   iFT  0.99997238   +2 36 24.1
 SL1555;UTM  14      - 5,243,298.035   656,703.962   MT  0.99990179   +1 31 30.0
 SL1555
 SL1555                          SUPERSEDED SURVEY CONTROL
 SL1555
 SL1555  NAD 83(1986)-  47 19 27.77685(N)    096 55 34.23609(W) AD(       ) 4
 SL1555  NAD 27      -  47 19 27.81100(N)    096 55 32.85900(W) AD(       ) 3
 SL1555
 SL1555.Superseded values are not recommended for survey control.
 SL1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1555.See file dsdata.txt to determine how the superseded data were derived.
 SL1555
 SL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5670443298(NAD 83)
 SL1555_MARKER: 22 = AIRWAY BEACON
 SL1555
 SL1555  HISTORY     - Date     Condition        Report By
 SL1555  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1555
 SL1555                          STATION DESCRIPTION
 SL1555
 SL1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1555'THIS INTERSECTION STATION IS A STANDARD AIRWAY BEACON.  IT
 SL1555'CONSISTS OF AN ORANGE AND WHITE METAL TOWER ABOUT 25 FEET
 SL1555'IN HEIGHT WITH A CORRUGATED-METAL SHED AT ITS BASE AND A
 SL1555'PLATFORM WITH THE BEACON AT THE TOP.
 SL1555'
 SL1555'STATION IS REACHED FROM HILLSBORO BY GOING S ON U.S. HIGHWAY
 SL1555'81 FOR 6.0 MILES THENCE TURN LEFT (E) ON A LITTLE TRAVELED
 SL1555'DIRT ROAD FOR 6.0 MILES TO THE BEACON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1606 ***********************************************************************
 SL1606  DESIGNATION -  FARGO WINNIPEG AIRWAY BEACON 4
 SL1606  PID         -  SL1606
 SL1606  STATE/COUNTY-  ND/TRAILL
 SL1606  USGS QUAD   -  CLIMAX SW (1964)
 SL1606
 SL1606                         *CURRENT SURVEY CONTROL
 SL1606  ___________________________________________________________________
 SL1606* NAD 83(1996)-  47 30 43.49625(N)    096 58 34.60628(W)     ADJUSTED  
 SL1606* NAVD 88     -                                                        
 SL1606  ___________________________________________________________________
 SL1606  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 SL1606  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 SL1606
 SL1606  HORZ ORDER  -  THIRD
 SL1606
 SL1606.The horizontal coordinates were established by classical geodetic methods
 SL1606.and adjusted by the National Geodetic Survey in January 1998..
 SL1606
 SL1606
 SL1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1606
 SL1606.The geoid height was determined by GEOID03.
 SL1606
 SL1606;                    North         East     Units Scale Factor Converg.
 SL1606;SPC ND N     -    63,006.085   865,332.252   MT  0.99998545   +2 37 19.6
 SL1606;SPC ND N     -   206,712.88  2,839,016.57   iFT  0.99998545   +2 37 19.6
 SL1606;UTM  14      - 5,264,057.305   652,375.623   MT  0.99988534   +1 29 33.4
 SL1606
 SL1606                          SUPERSEDED SURVEY CONTROL
 SL1606
 SL1606  NAD 83(1986)-  47 30 43.49531(N)    096 58 34.59884(W) AD(       ) 4
 SL1606  NAD 27      -  47 30 43.56300(N)    096 58 33.28900(W) AD(       ) 3
 SL1606
 SL1606.Superseded values are not recommended for survey control.
 SL1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1606.See file dsdata.txt to determine how the superseded data were derived.
 SL1606
 SL1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5237664057(NAD 83)
 SL1606_MARKER: 22 = AIRWAY BEACON
 SL1606
 SL1606  HISTORY     - Date     Condition        Report By
 SL1606  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1606
 SL1606                          STATION DESCRIPTION
 SL1606
 SL1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1606'THIS INTERSECTION STATION IS LOCATED ON THE FARM OF H.O.
 SL1606'ANDERSON ABOUT 6-1/2 MILES E AND 6 MILES S OF BUXTON.
 SL1606'
 SL1606'IT IS A STANDARD AIRWAY BEACON FLASHING RED AND WHITE.  IT IS
 SL1606'ABOUT 20 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0166 ***********************************************************************
 TF0166  DESIGNATION -  FARM
 TF0166  PID         -  TF0166
 TF0166  STATE/COUNTY-  ND/PIERCE
 TF0166  USGS QUAD   -  TUNBRIDGE (1980)
 TF0166
 TF0166                         *CURRENT SURVEY CONTROL
 TF0166  ___________________________________________________________________
 TF0166* NAD 83(1996)-  48 21 19.15651(N)    100 05 17.61304(W)     ADJUSTED  
 TF0166* NAVD 88     -       464.053  (meters)    1522.48   (feet)  ADJUSTED  
 TF0166  ___________________________________________________________________
 TF0166  X           -    -743,847.683 (meters)                     COMP
 TF0166  Y           -  -4,180,913.257 (meters)                     COMP
 TF0166  Z           -   4,743,552.641 (meters)                     COMP
 TF0166  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 TF0166  ELLIP HEIGHT-         442.27  (meters)          (01/23/98) GPS OBS
 TF0166  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 TF0166  DYNAMIC HT  -         464.147 (meters)    1522.79  (feet)  COMP
 TF0166  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 TF0166
 TF0166  HORZ ORDER  -  SECOND
 TF0166  VERT ORDER  -  FIRST     CLASS II
 TF0166  ELLP ORDER  -  FOURTH    CLASS I
 TF0166
 TF0166.The horizontal coordinates were established by classical geodetic methods
 TF0166.and adjusted by the National Geodetic Survey in January 1998..
 TF0166
 TF0166.The orthometric height was determined by differential leveling
 TF0166.and adjusted by the National Geodetic Survey in June 1991..
 TF0166
 TF0166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF0166
 TF0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0166
 TF0166.The ellipsoidal height was determined by GPS observations
 TF0166.and is referenced to NAD 83.
 TF0166
 TF0166.The geoid height was determined by GEOID03.
 TF0166
 TF0166.The dynamic height is computed by dividing the NAVD 88
 TF0166.geopotential number by the normal gravity value computed on the
 TF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0166.degrees latitude (g = 980.6199 gals.).
 TF0166
 TF0166.The modeled gravity was interpolated from observed gravity values.
 TF0166
 TF0166;                    North         East     Units Scale Factor Converg.
 TF0166;SPC ND N     -   150,769.285   630,515.427   MT  0.99994698   +0 18 23.1
 TF0166;SPC ND N     -   494,649.89  2,068,620.17   iFT  0.99994698   +0 18 23.1
 TF0166;UTM  14      - 5,356,366.073   419,382.798   MT  0.99967985   -0 48 47.7
 TF0166
 TF0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0166!SPC ND N     -   0.99993069  x   0.99994698  =   0.99987767
 TF0166!UTM  14      -   0.99993069  x   0.99967985  =   0.99961056
 TF0166
 TF0166:                Primary Azimuth Mark                     Grid Az
 TF0166:SPC ND N     -  RUGBY MUNICIPAL TANK                     075 13 20.5
 TF0166:UTM  14      -  RUGBY MUNICIPAL TANK                     076 20 31.3
 TF0166
 TF0166|---------------------------------------------------------------------|
 TF0166| PID    Reference Object                     Distance      Geod. Az  |
 TF0166|                                                           dddmmss.s |
 TF0166| TE2061 RUGBY MUNICIPAL TANK                APPROX. 7.0 KM 0753143.6 |
 TF0166| TE2058 RUGBY PIERCE CO CTHSE DOME          APPROX. 7.3 KM 0783657.2 |
 TF0166| TE2057 RUGBY RAD STA KGCA MAST             APPROX. 7.1 KM 0910524.4 |
 TF0166| TF0168 FARM AZ MK                                         0934117.2 |
 TF0166| TF0165 FARM RM 1                            51.054 METERS 16650     |
 TF0166| TF2006 ZION LUTH CHURCH STEEPLE            APPROX. 6.9 KM 2245729.7 |
 TF0166| TF0167 FARM RM 2                            20.431 METERS 27537     |
 TF0166|---------------------------------------------------------------------|
 TF0166
 TF0166                          SUPERSEDED SURVEY CONTROL
 TF0166
 TF0166  NAD 83(1986)-  48 21 19.16266(N)    100 05 17.61255(W) AD(       ) 2
 TF0166  NAD 27      -  48 21 19.17000(N)    100 05 16.12700(W) AD(       ) 2
 TF0166  NGVD 29 (??/??/92)  463.702  (m)         1521.33   (f) ADJ UNCH    1 2
 TF0166
 TF0166.Superseded values are not recommended for survey control.
 TF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0166.See file dsdata.txt to determine how the superseded data were derived.
 TF0166
 TF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU1938356366(NAD 83)
 TF0166_MARKER: DS = TRIANGULATION STATION DISK
 TF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0166_SP_SET: CONCRETE POST
 TF0166_STAMPING: FARM 1946
 TF0166_MARK LOGO: CGS   
 TF0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0166+STABILITY: SURFACE MOTION
 TF0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF0166+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1988
 TF0166
 TF0166  HISTORY     - Date     Condition        Report By
 TF0166  HISTORY     - 1946     MONUMENTED       CGS
 TF0166  HISTORY     - 1962     GOOD             CGS
 TF0166  HISTORY     - 1964     GOOD             CGS
 TF0166  HISTORY     - 1964     GOOD             NGS
 TF0166  HISTORY     - 1972     GOOD             NGS
 TF0166  HISTORY     - 1982     GOOD             NGS
 TF0166  HISTORY     - 19880921 GOOD             NGS
 TF0166
 TF0166                          STATION DESCRIPTION
 TF0166
 TF0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF0166'THE STATION IS LOCATED ABOUT 4 MILES WEST OF RUGBY AND 7.5 MILES
 TF0166'EAST OF BERWICK, ON THE NORTH SIDE OF U.S. HIGHWAY NO. 2 AND
 TF0166'WEST SIDE OF DRIVEWAY TO AN UNOCCUPIED FARMHOUSE.  IT IS 65.5
 TF0166'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 2, 94.5 FEET
 TF0166'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 10.5 FEET
 TF0166'SOUTH OF AN EAST-WEST YARD FENCE AND 6.3 FEET SOUTH OF A WITNESS
 TF0166'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 TF0166'FARM 1946.
 TF0166'
 TF0166'REFERENCE MARK NO. 1 IS 167.50 FEET SOUTH-SOUTHEAST OF THE
 TF0166'STATION, 102 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 2
 TF0166'AND 3 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 TF0166'AND THE DISK IS STAMPED FARM NO 1 1946.
 TF0166'
 TF0166'REFERENCE MARK NO. 2 IS 67.03 FEET WEST OF THE STATION, 68.5 FEET
 TF0166'NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 2, 3 FEET SOUTH OF
 TF0166'A LIGHT POLE AND 4 FEET SOUTH OF THE EAST-WEST YARD FENCE.  THE
 TF0166'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FARM NO 2 1946.
 TF0166'
 TF0166'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 94 FEET SOUTH
 TF0166'OF THE CENTERLINE OF U.S. HIGHWAY NO. 2, 3 FEET NORTH OF A
 TF0166'TELEPHONE POLE AND 3 FEET NORTHEAST OF A WITNESS POST.  THE
 TF0166'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED FARM 1946.
 TF0166'
 TF0166'TO REACH FROM JUNCTION OF STATE HIGHWAY NO. 3 AND U.S. HIGHWAY
 TF0166'NO. 2 JUST SOUTH OF RUGBY, GO WEST ON U.S. HIGHWAY FOR 4 MILES
 TF0166'TO WHITE FARMHOUSE ON RIGHT OF HIGHWAY AND TO THE STATION AS
 TF0166'DESCRIBED.
 TF0166'
 TF0166'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 TF0166'HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 TF0166'
 TF0166'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF0166
 TF0166                          STATION RECOVERY (1962)
 TF0166
 TF0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF0166'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TF0166'DESCRIBED.  THE FARMHOUSE HAS BEEN DESTROYED, STATION MARK IS
 TF0166'ABOUT 21 FEET W OF THE C/L OF DRIVEWAY LEADING TO GRAIN BINS.
 TF0166'R.M. NO. 1 IS 2 INCHES BELOW GROUND SURFACE AND 2 FEET NW OF A
 TF0166'TELEPHONE POLE.  AZIMUTH MARK IS 3 INCHES BELOW GROUND SURFACE,
 TF0166'AT THE THIRD TELEPHONE POLE W OF QUARTER SECTION LINE.
 TF0166
 TF0166                          STATION RECOVERY (1964)
 TF0166
 TF0166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TF0166'THE STATION MARK IS ABOUT 1.2 MILES EAST ALONG THE GREAT
 TF0166'NORTHERN RAILWAY FROM THE STATION AT TUNBRIDGE, THENCE 0.8 MILE
 TF0166'SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST ALONG U.S.
 TF0166'HIGHWAY 2, IN S 6, T 156 N, R 73 W, AT THE ENTRANCE TO 3 GRAIN
 TF0166'STORAGE BINS, 65 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TF0166'23 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 68 FEET
 TF0166'EAST OF A POWER POLE BRACED BY A GUY WIRE, 10-1/2 FEET SOUTH OF
 TF0166'A FENCE, 10.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2
 TF0166'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TF0166'CONCRETE POST PROJECTING 1 INCH.
 TF0166'
 TF0166'R.M. 1 IS 167-1/2 FEET SOUTHEAST ACROSS THE HIGHWAY FROM THE
 TF0166'STATION MARK, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 TF0166'2 FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A METAL
 TF0166'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TF0166'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW
 TF0166'THE LEVEL OF THE GROUND.
 TF0166'
 TF0166'R.M. 2 IS 67-1/2 FEET WEST OF THE STATION MARK, 71 FEET NORTH
 TF0166'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A POWER
 TF0166'POLE BRACED BY A GUY WIRE, 0.8 FOOT NORTH OF A METAL WITNESS
 TF0166'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TF0166'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0166'
 TF0166'THE AZIMUTH MARK, STAMPED FARM 1946, IS ABOUT 0.3 MILE EAST ALONG
 TF0166'THE HIGHWAY FROM THE STATION MARK.  IN S 8, T 156 N, R 74 W, 95
 TF0166'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2-1/2 FEET NORTH
 TF0166'OF A TELEPHONE POLE, 0.8 FOOT SOUTH OF A METAL WITNESS POST,
 TF0166'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TF0166'POST ABOUT 2 INCHES BELOW THE LEVEL OF THE GROUND.
 TF0166
 TF0166                          STATION RECOVERY (1964)
 TF0166
 TF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TF0166'2.1 MI SE FROM TUNBRIDGE.
 TF0166'ABOUT 1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0166'AT TUNBRIDGE, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.1
 TF0166'MILE WEST ALONG U.S. HIGHWAY 2, IN S 6, T 156 N, R 73 W, AT THE
 TF0166'ENTRANCE TO 3 GRAIN STORAGE BINS, 65 FEET NORTH OF THE CENTER LINE OF
 TF0166'THE HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 68
 TF0166'FEET EAST OF A POWER POLE BRACED BY A GUY WIRE, 10 1/2 FEET SOUTH OF A
 TF0166'FENCE, 10.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF0166'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0166'1 INCH.
 TF0166
 TF0166                          STATION RECOVERY (1972)
 TF0166
 TF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 TF0166'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 TF0166'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE HOUSE HAS
 TF0166'BEEN REMOVED FROM THE NEARBY FARMSTEAD - IT WAS USED AS ONE OF THE
 TF0166'ORIGINAL REFERENCES.
 TF0166'
 TF0166'A NEW DESCRIPTION FOLLOWS--
 TF0166'
 TF0166'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF BERWICK AND 4 MILES
 TF0166'WEST OF RUGBY, ON THE RIGHT-OF-WAY ALONG THE NORTH SIDE OF U.S.
 TF0166'HIGHWAY 2 AND ON THE WEST SIDE OF AN ENTRANCE INTO A YARD IN WHICH
 TF0166'SEVERAL GRANARIES ARE LOCATED.
 TF0166'
 TF0166'THE STATION MARK IS A STANDARD DISK STAMPED FARM 1946, SET IN
 TF0166'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 TF0166'140 FEET SOUTH OF THE WEST 1 OF 2 WOODEN GRANARIES AND 5 FEET
 TF0166'EAST OF THE EXTENDED LINE OF THE WEST SIDE OF THE SAME BUILDING,
 TF0166'67 FEET EAST OF POWER POLE NO. 80, 65 FEET NORTH OF THE CENTER
 TF0166'OF HIGHWAY 2, 23.5 FEET WEST OF THE CENTER OF THE ENTRANCE
 TF0166'DRIVEWAY, AND 10.5 FEET SOUTH OF A METAL WITNESS POST.
 TF0166'
 TF0166'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FARM NO 1 1946,
 TF0166'SET IN A SQUARE CONCRETE MONUMENT 3-INCHES BELOW THE SURFACE OF
 TF0166'THE GROUND.  IT IS 101 FEET SOUTH OF THE CENTER OF HIGHWAY 2,
 TF0166'96 FEET NORTHWEST OF A POWER POLE, 17 FEET EAST OF THE CENTER OF
 TF0166'THE FIELD ENTRANCE, 4 FEET EAST OF THE EXTENDED LINE OF THE WEST
 TF0166'SIDE OF THE EAST 1 OF 2 WOODEN GRANARIES, 1.5 FOOT NORTHWEST
 TF0166'OF A TELEPHONE POLE, AND 1.0 FOOT WEST OF A METAL WITNESS POST.
 TF0166'
 TF0166'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FARM NO 2 1946,
 TF0166'SET IN A SQUARE CONCRETE MONUMENT 3-INCHES BELOW GROUND SURFACE.
 TF0166'IT IS 90 FEET WEST OF THE CENTER OF THE FARMYARD ENTRANCE, 68
 TF0166'FEET NORTH OF THE CENTER OF HIGHWAY 2, 2.5 FEET SOUTH OF POWER
 TF0166'POLE NO. 80, AND 1.0 FEET NORTH OF A METAL WITNESS POST.
 TF0166'
 TF0166'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FARM 1946 SET
 TF0166'IN A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.
 TF0166'IT IS 632 FEET WEST OF THE CENTER OF A FIELD ENTRANCE SOUTH,
 TF0166'360 FEET WEST ALONG THE HIGHWAY FROM A CULVERT UNDER HIGHWAY 2,
 TF0166'94 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 3 FEET NORTHWEST OF
 TF0166'AN OLD TELEPHONE POLE, 0.9 FOOT SOUTH OF A METAL WITNESS POST,
 TF0166'AND ON THE TOP OF THE HIGHWAY BACKSLOPE.
 TF0166'
 TF0166'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND
 TF0166'STATE HIGHWAY 3 AT THE SOUTH EDGE OF RUGBY, GO WEST ON HIGHWAY
 TF0166'2 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 TF0166'CONTINUE WEST ON THE HIGHWAY FOR 0.5 MILE TO A FIELD ENTRANCE
 TF0166'ON THE LEFT AND THE FARMYARD ENTRANCE AND THE STATION ON THE
 TF0166'RIGHT AS DESCRIBED.
 TF0166'
 TF0166'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 TF0166'W OF RUGBY
 TF0166
 TF0166                          STATION RECOVERY (1982)
 TF0166
 TF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0166'RECOVERED THIS DATE.  NOTE, 6.6 KM (4.1 MI) WEST ALONG U.S. HIGHWAY
 TF0166'2 FROM THE JUNCTION OF STATE HIGHWAY 3 IN RUGBY.
 TF0166
 TF0166                          STATION RECOVERY (1988)
 TF0166
 TF0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF0166'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) WEST OF RUGBY.
 TF0166'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 3 AND U.S.
 TF0166'HIGHWAY 2 IN RUGBY, GO WEST ON U.S. HIGHWAY 2 FOR 6.75 KM (4.20 MI)
 TF0166'TO A FIELD ENTRANCE, TWO SQUARE GRANARIES, ONE GRAIN STORAGE BIN, AND
 TF0166'THE STATION ON THE RIGHT.
 TF0166'THE STATION MARK IS A STANDARD CGS DISK STAMPED --FARM 1946-- SET IN A
 TF0166'SQUARE CONCRETE POST FLUSH WITH THE SURFACE, 20.5 M (67.3 FT) EAST OF
 TF0166'A BRACED POWER POLE NUMBERED 80, 20.0 M (65.6 FT) NORTH OF THE
 TF0166'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 7.9 M (25.9 FT)
 TF0166'WEST OF THE FIELD ENTRANCE ROAD AND 3.13 M (10.3 FT) SOUTH OF A
 TF0166'WITNESS POST.
 TF0166'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0168 ***********************************************************************
 TF0168  DESIGNATION -  FARM AZ MK
 TF0168  PID         -  TF0168
 TF0168  STATE/COUNTY-  ND/PIERCE
 TF0168  USGS QUAD   -  TUNBRIDGE (1980)
 TF0168
 TF0168                         *CURRENT SURVEY CONTROL
 TF0168  ___________________________________________________________________
 TF0168* NAD 83(1986)-  48 21 17.     (N)    100 04 39.     (W)     SCALED    
 TF0168* NAVD 88     -       465.233  (meters)    1526.35   (feet)  ADJUSTED  
 TF0168  ___________________________________________________________________
 TF0168  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 TF0168  DYNAMIC HT  -         465.326 (meters)    1526.66  (feet)  COMP
 TF0168  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 TF0168
 TF0168  VERT ORDER  -  FIRST     CLASS II
 TF0168
 TF0168.The horizontal coordinates were scaled from a topographic map and have
 TF0168.an estimated accuracy of +/- 6 seconds.
 TF0168
 TF0168.The orthometric height was determined by differential leveling
 TF0168.and adjusted by the National Geodetic Survey in June 1991..
 TF0168
 TF0168.The geoid height was determined by GEOID03.
 TF0168
 TF0168.The dynamic height is computed by dividing the NAVD 88
 TF0168.geopotential number by the normal gravity value computed on the
 TF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0168.degrees latitude (g = 980.6199 gals.).
 TF0168
 TF0168.The modeled gravity was interpolated from observed gravity values.
 TF0168
 TF0168;                    North         East    Units  Estimated Accuracy
 TF0168;SPC ND N     -   150,710.      631,310.      MT  (+/- 180 meters Scaled)
 TF0168
 TF0168                          SUPERSEDED SURVEY CONTROL
 TF0168
 TF0168  NGVD 29 (??/??/92)  464.882  (m)         1525.20   (f) ADJ UNCH    1 2
 TF0168
 TF0168.Superseded values are not recommended for survey control.
 TF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0168.See file dsdata.txt to determine how the superseded data were derived.
 TF0168
 TF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU201562(NAD 83)
 TF0168_MARKER: DZ = AZIMUTH MARK DISK
 TF0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0168_STAMPING: FARM 1946
 TF0168_MARK LOGO: CGS   
 TF0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0168+STABILITY: SURFACE MOTION
 TF0168
 TF0168  HISTORY     - Date     Condition        Report By
 TF0168  HISTORY     - 1946     MONUMENTED       CGS
 TF0168  HISTORY     - 1964     GOOD             NGS
 TF0168  HISTORY     - 1982     GOOD             NGS
 TF0168
 TF0168                          STATION DESCRIPTION
 TF0168
 TF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0168'2.4 MI SE FROM TUNBRIDGE.
 TF0168'ABOUT 1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0168'AT TUNBRIDGE, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4
 TF0168'MILE EAST ALONG U.S. HIGHWAY 2, IN S 8, T 156 N, R 73 W, 95 FEET SOUTH
 TF0168'OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTH OF A TELEPHONE
 TF0168'POLE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF0168'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW
 TF0168'THE LEVEL OF THE GROUND.
 TF0168
 TF0168                          STATION RECOVERY (1982)
 TF0168
 TF0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0168'RECOVERED THIS DATE.  NOTE, 5.8 KM (3.6 MI) WEST ALONG U.S. HIGHWAY
 TF0168'2 FROM THE JUNCTION OF STATE HIGHWAY 3 IN RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0165 ***********************************************************************
 TF0165  DESIGNATION -  FARM RM 1
 TF0165  PID         -  TF0165
 TF0165  STATE/COUNTY-  ND/PIERCE
 TF0165  USGS QUAD   -  TUNBRIDGE (1980)
 TF0165
 TF0165                         *CURRENT SURVEY CONTROL
 TF0165  ___________________________________________________________________
 TF0165* NAD 83(1986)-  48 21 19.     (N)    100 05 17.     (W)     SCALED    
 TF0165* NAVD 88     -       463.476  (meters)    1520.59   (feet)  ADJUSTED  
 TF0165  ___________________________________________________________________
 TF0165  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 TF0165  DYNAMIC HT  -         463.569 (meters)    1520.89  (feet)  COMP
 TF0165  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 TF0165
 TF0165  VERT ORDER  -  FIRST     CLASS II
 TF0165
 TF0165.The horizontal coordinates were scaled from a topographic map and have
 TF0165.an estimated accuracy of +/- 6 seconds.
 TF0165
 TF0165.The orthometric height was determined by differential leveling
 TF0165.and adjusted by the National Geodetic Survey in June 1991..
 TF0165
 TF0165.The geoid height was determined by GEOID03.
 TF0165
 TF0165.The dynamic height is computed by dividing the NAVD 88
 TF0165.geopotential number by the normal gravity value computed on the
 TF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0165.degrees latitude (g = 980.6199 gals.).
 TF0165
 TF0165.The modeled gravity was interpolated from observed gravity values.
 TF0165
 TF0165;                    North         East    Units  Estimated Accuracy
 TF0165;SPC ND N     -   150,770.      630,530.      MT  (+/- 180 meters Scaled)
 TF0165
 TF0165                          SUPERSEDED SURVEY CONTROL
 TF0165
 TF0165  NGVD 29 (??/??/92)  463.125  (m)         1519.44   (f) ADJ UNCH    1 2
 TF0165
 TF0165.Superseded values are not recommended for survey control.
 TF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0165.See file dsdata.txt to determine how the superseded data were derived.
 TF0165
 TF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU193563(NAD 83)
 TF0165_MARKER: DR = REFERENCE MARK DISK
 TF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0165_STAMPING: FARM NO 1 1946
 TF0165_MARK LOGO: CGS   
 TF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0165+STABILITY: SURFACE MOTION
 TF0165
 TF0165  HISTORY     - Date     Condition        Report By
 TF0165  HISTORY     - 1946     MONUMENTED       CGS
 TF0165  HISTORY     - 1964     GOOD             NGS
 TF0165  HISTORY     - 1982     GOOD             NGS
 TF0165
 TF0165                          STATION DESCRIPTION
 TF0165
 TF0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0165'2.1 MI SE FROM TUNBRIDGE.
 TF0165'ABOUT 1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0165'AT TUNBRIDGE, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.1
 TF0165'MILE WEST ALONG U.S. HIGHWAY 2, IN S 6, T 156 N, R 73 W, 98 FEET SOUTH
 TF0165'OF THE CENTER LINE OF THE HIGHWAY, 167 1/2 FEET SOUTHEAST ACROSS THE
 TF0165'HIGHWAY FROM THE STATION MARK, 2 FEET NORTHWEST OF A TELEPHONE POLE,
 TF0165'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TF0165'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
 TF0165'BELOW THE LEVEL OF THE GROUND.
 TF0165
 TF0165                          STATION RECOVERY (1982)
 TF0165
 TF0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0165'RECOVERED THIS DATE.  NOTE, 6.6 KM (4.1 MI) WEST ALONG U.S. HIGHWAY
 TF0165'2 FROM THE JUNCTION OF STATE HIGHWAY 3 IN RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0167 ***********************************************************************
 TF0167  DESIGNATION -  FARM RM 2
 TF0167  PID         -  TF0167
 TF0167  STATE/COUNTY-  ND/PIERCE
 TF0167  USGS QUAD   -  TUNBRIDGE (1980)
 TF0167
 TF0167                         *CURRENT SURVEY CONTROL
 TF0167  ___________________________________________________________________
 TF0167* NAD 83(1986)-  48 21 19.     (N)    100 05 17.     (W)     SCALED    
 TF0167* NAVD 88     -       463.926  (meters)    1522.06   (feet)  ADJUSTED  
 TF0167  ___________________________________________________________________
 TF0167  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 TF0167  DYNAMIC HT  -         464.020 (meters)    1522.37  (feet)  COMP
 TF0167  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 TF0167
 TF0167  VERT ORDER  -  FIRST     CLASS II
 TF0167
 TF0167.The horizontal coordinates were scaled from a topographic map and have
 TF0167.an estimated accuracy of +/- 6 seconds.
 TF0167
 TF0167.The orthometric height was determined by differential leveling
 TF0167.and adjusted by the National Geodetic Survey in June 1991..
 TF0167
 TF0167.The geoid height was determined by GEOID03.
 TF0167
 TF0167.The dynamic height is computed by dividing the NAVD 88
 TF0167.geopotential number by the normal gravity value computed on the
 TF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0167.degrees latitude (g = 980.6199 gals.).
 TF0167
 TF0167.The modeled gravity was interpolated from observed gravity values.
 TF0167
 TF0167;                    North         East    Units  Estimated Accuracy
 TF0167;SPC ND N     -   150,770.      630,530.      MT  (+/- 180 meters Scaled)
 TF0167
 TF0167                          SUPERSEDED SURVEY CONTROL
 TF0167
 TF0167  NGVD 29 (??/??/92)  463.573  (m)         1520.91   (f) ADJ UNCH    1 2
 TF0167
 TF0167.Superseded values are not recommended for survey control.
 TF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0167.See file dsdata.txt to determine how the superseded data were derived.
 TF0167
 TF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU193563(NAD 83)
 TF0167_MARKER: DR = REFERENCE MARK DISK
 TF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0167_STAMPING: FARM NO 2 1946
 TF0167_MARK LOGO: CGS   
 TF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0167+STABILITY: SURFACE MOTION
 TF0167
 TF0167  HISTORY     - Date     Condition        Report By
 TF0167  HISTORY     - 1946     MONUMENTED       CGS
 TF0167  HISTORY     - 1964     GOOD             NGS
 TF0167  HISTORY     - 1982     GOOD             NGS
 TF0167
 TF0167                          STATION DESCRIPTION
 TF0167
 TF0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0167'2.1 MI SE FROM TUNBRIDGE.
 TF0167'ABOUT 1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0167'AT TUNBRIDGE, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.1
 TF0167'MILE WEST ALONG U.S. HIGHWAY 2, IN S 6, T 156 N, R 73 W, 71 FEET NORTH
 TF0167'OF THE CENTER LINE OF THE HIGHWAY, 67 1/2 FEET WEST OF FARM 1946, 2
 TF0167'FEET SOUTH OF A POWER POLE BRACED BY A GUY WIRE, 0.8 FOOT NORTH OF A
 TF0167'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TF0167'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0167
 TF0167                          STATION RECOVERY (1982)
 TF0167
 TF0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0167'RECOVERED THIS DATE.  NOTE, 6.6 KM (4.1 MI) WEST ALONG U.S. HIGHWAY
 TF0167'2 FROM THE JUNCTION OF STATE HIGHWAY 3 IN RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1955 ***********************************************************************
 TG1955  DESIGNATION -  FEENEY
 TG1955  PID         -  TG1955
 TG1955  STATE/COUNTY-  ND/DIVIDE
 TG1955  USGS QUAD   -  NOONAN (1981)
 TG1955
 TG1955                         *CURRENT SURVEY CONTROL
 TG1955  ___________________________________________________________________
 TG1955* NAD 83(1996)-  48 59 01.64240(N)    103 03 52.20637(W)     ADJUSTED  
 TG1955* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 TG1955  ___________________________________________________________________
 TG1955  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 TG1955  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG1955
 TG1955  HORZ ORDER  -  THIRD
 TG1955
 TG1955.The horizontal coordinates were established by classical geodetic methods
 TG1955.and adjusted by the National Geodetic Survey in January 1998..
 TG1955
 TG1955.The orthometric height was scaled from a topographic map.
 TG1955
 TG1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1955
 TG1955.The geoid height was determined by GEOID03.
 TG1955
 TG1955;                    North         East     Units Scale Factor Converg.
 TG1955;SPC ND N     -   223,700.863   412,313.486   MT  1.00005933   -1 54 30.0
 TG1955;SPC ND N     -   733,926.72  1,352,734.53   iFT  1.00005933   -1 54 30.0
 TG1955;UTM  13      - 5,427,458.768   641,609.459   MT  0.99984635   +1 27 38.2
 TG1955
 TG1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1955!SPC ND N     -   0.99991136  x   1.00005933  =   0.99997069
 TG1955!UTM  13      -   0.99991136  x   0.99984635  =   0.99975773
 TG1955
 TG1955:                Primary Azimuth Mark                     Grid Az
 TG1955:SPC ND N     -  BACON                                    275 55 34.5
 TG1955:UTM  13      -  BACON                                    272 33 26.3
 TG1955
 TG1955|---------------------------------------------------------------------|
 TG1955| PID    Reference Object                     Distance      Geod. Az  |
 TG1955|                                                           dddmmss.s |
 TG1955| TG1936 BACON                               APPROX. 4.5 KM 2740104.5 |
 TG1955|---------------------------------------------------------------------|
 TG1955
 TG1955                          SUPERSEDED SURVEY CONTROL
 TG1955
 TG1955  NAD 83(1986)-  48 59 01.64369(N)    103 03 52.20073(W) AD(       ) 3
 TG1955
 TG1955.Superseded values are not recommended for survey control.
 TG1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1955.See file dsdata.txt to determine how the superseded data were derived.
 TG1955
 TG1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4160927459(NAD 83)
 TG1955_MARKER: DD = SURVEY DISK
 TG1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1955+STABILITY: SURFACE MOTION
 TG1955
 TG1955  HISTORY     - Date     Condition        Report By
 TG1955  HISTORY     - 1911     MONUMENTED       IBC
 TG1955
 TG1955                          STATION DESCRIPTION
 TG1955
 TG1955'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1955'ABOUT 1 MILE SOUTH OF THE CROSSING OF THE INTERNATIONAL BOUNDARY BY
 TG1955'LONG CREEK, ABOUT MIDWAY BETWEEN MONUMENTS 613 AND 614, IN SW 1/4
 TG1955'SECTION 31, TOWNSHIP 164 N, RANGE 95 W, FIFTH PRINCIPAL MERIDIAN.
 TG1955'THE STATION IS ON THE EAST BANK OF LONG CREEK WHERE THE CREEK FLOWS
 TG1955'FROM THE WEST AND TURNS SHARPLY BACK TO THE NORTHWEST.  IT IS ABOUT
 TG1955'70 METERS SOUTHEAST OF THE TURN ON THE WEST SIDE OF THE ROAD.
 TG1955'
 TG1955'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1955'SURVEY---SET IN A CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1629 ***********************************************************************
 SN1629  DESIGNATION -  FEIEREISEN
 SN1629  PID         -  SN1629
 SN1629  STATE/COUNTY-  ND/MCLEAN
 SN1629  USGS QUAD   -  LAKE NETTIE (1980)
 SN1629
 SN1629                         *CURRENT SURVEY CONTROL
 SN1629  ___________________________________________________________________
 SN1629* NAD 83(1996)-  47 30 45.88084(N)    101 05 25.56091(W)     ADJUSTED  
 SN1629* NAVD 88     -       643.2    (meters)    2110.     (feet)  VERTCON   
 SN1629  ___________________________________________________________________
 SN1629  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 SN1629  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN1629
 SN1629  HORZ ORDER  -  FIRST
 SN1629
 SN1629.The horizontal coordinates were established by classical geodetic methods
 SN1629.and adjusted by the National Geodetic Survey in January 1998..
 SN1629
 SN1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1629
 SN1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1629
 SN1629.The geoid height was determined by GEOID03.
 SN1629
 SN1629;                    North         East     Units Scale Factor Converg.
 SN1629;SPC ND N     -    57,177.777   555,526.482   MT  0.99998534   -0 26 21.7
 SN1629;SPC ND N     -   187,591.13  1,822,593.44   iFT  0.99998534   -0 26 21.7
 SN1629;UTM  14      - 5,264,263.959   342,603.398   MT  0.99990445   -1 32 30.7
 SN1629
 SN1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1629!SPC ND N     -   0.99990241  x   0.99998534  =   0.99988775
 SN1629!UTM  14      -   0.99990241  x   0.99990445  =   0.99980687
 SN1629
 SN1629:                Primary Azimuth Mark                     Grid Az
 SN1629:SPC ND N     -  TURTLE LAKE MUNICIPAL TANK               087 01 39.6
 SN1629:UTM  14      -  TURTLE LAKE MUNICIPAL TANK               088 07 48.6
 SN1629
 SN1629|---------------------------------------------------------------------|
 SN1629| PID    Reference Object                     Distance      Geod. Az  |
 SN1629|                                                           dddmmss.s |
 SN1629| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX.15.0 KM 0863517.9 |
 SN1629| SN1649 UNDERWOOD TV KMOT RELAY MAST        APPROX. 3.9 KM 1905855.3 |
 SN1629| CQ8358 FEIEREISEN RM 1                      27.627 METERS 19749     |
 SN1629| SN1661 UNDERWOOD WATER TANK                APPROX. 7.3 KM 2091756.8 |
 SN1629| SN1659 UNDERWOOD CATHOLIC CH SPIRE         APPROX. 7.6 KM 2102935.3 |
 SN1629| SN1681 RIVERDALE NW CHECKERED TANK         APPROX.21.5 KM 2650011.9 |
 SN1629| CQ8359 FEIEREISEN RM 2                      19.632 METERS 28322     |
 SN1629| CQ8360 FEIEREISEN RM 3                      19.698 METERS 28329     |
 SN1629| CQ8357 FEIEREISEN AZ MK                                   3053846.3 |
 SN1629|---------------------------------------------------------------------|
 SN1629
 SN1629                          SUPERSEDED SURVEY CONTROL
 SN1629
 SN1629  NAD 83(1986)-  47 30 45.88177(N)    101 05 25.55254(W) AD(       ) 1
 SN1629  NAD 27      -  47 30 45.88650(N)    101 05 24.00450(W) AD(       ) 1
 SN1629  NGVD 29 (07/19/86)  642.8    (m)         2109.     (f) VERT ANG       
 SN1629
 SN1629.Superseded values are not recommended for survey control.
 SN1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1629.See file dsdata.txt to determine how the superseded data were derived.
 SN1629
 SN1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4260364264(NAD 83)
 SN1629_MARKER: DS = TRIANGULATION STATION DISK
 SN1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1629
 SN1629  HISTORY     - Date     Condition        Report By
 SN1629  HISTORY     - 1934     MONUMENTED       CGS
 SN1629  HISTORY     - 1941     GOOD             CGS
 SN1629  HISTORY     - 1957     GOOD             CGS
 SN1629  HISTORY     - 1958     GOOD             CGS
 SN1629  HISTORY     - 1962     GOOD             CGS
 SN1629  HISTORY     - 1971     SEE DESCRIPTION  USGS
 SN1629  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SN1629
 SN1629                          STATION DESCRIPTION
 SN1629
 SN1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1629'THE STATION IS ON THE HIGHEST GROUND IN VICINITY 1/2 MILE S OF
 SN1629'SECTION LINE ROAD AND 1/4 MILE DUE W OF DORE FEIEREISENS RANCH,
 SN1629'15 MILES NNW OF WASHBURN, IN SEC. 35, T. 147 N, R. 82 W AND
 SN1629'PROJECTS 4 INCHES.  LAND ON WHICH STATION IS LOCATED IS LEASED
 SN1629'BY MR. FEIEREISEN.
 SN1629'
 SN1629'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1629'BRONZE DISKS SET IN CONCRETE.
 SN1629'
 SN1629'REFERENCE MARK NO. 1 IS ON SW SLOPE OF SAME KNOLL AND PROJECTS
 SN1629'4 INCHES.
 SN1629'
 SN1629'REFERENCE MARK NO. 2 IS ON SAME KNOLL AND PROJECTS 4 INCHES.
 SN1629'
 SN1629'AZIMUTH MARK IS 1 FOOT S OF S RIGHT-OF-WAY FENCE, 23 FEET S OF
 SN1629'CENTER LINE OF SECTION LINE ROAD AND PROJECTS 4 INCHES.
 SN1629'
 SN1629'STATION IS REACHED FROM UNDERWOOD, A SMALL TOWN ON THE SOO
 SN1629'LINE RAILROAD AND U.S. HIGHWAY 83 BY GOING E ON U.S. HIGHWAY
 SN1629'83 FOR 2.6 MILES, LEAVE U.S. HIGHWAY 83, TURN N ON DIRT ROAD
 SN1629'AND FOLLOW FOR 4.0 MILES, THEN TURN W ON DIRT ROAD AND GO 0.8
 SN1629'MILE TO A GATE IN WIRE FENCE, JUST OPPOSITE FARM BUILDINGS
 SN1629'ON THE N, LEAVE ROAD, PASS THROUGH GATE ON S SIDE OF ROAD AND
 SN1629'GO 0.4 MILE SE, ACROSS GRASS LAND TO TOP OF HIGHEST KNOLL
 SN1629'AND STATION.
 SN1629
 SN1629                          STATION RECOVERY (1941)
 SN1629
 SN1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1629'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1629'CONDITION.
 SN1629'
 SN1629'STATION IS LOCATED ABOUT 2 MILES S AND 5.25 MILES E OF COLEHARBOR
 SN1629'ON A HIGH HILL THAT IS 0.75 MILE N OF THE HOME OF DORE FEIEREISEN.
 SN1629'IT IS IN THE NW 1/4 SEC. 35, T. 147 N, R. 82 W.  MARK IS
 SN1629'STAMPED FEIEREISEN 1934 AND PROJECTS 3 INCHES.
 SN1629'
 SN1629'REFERENCE MARK NO. 1 IS S BY W OF THE STATION.  IT IS STAMPED
 SN1629'FEIEREISEN NO. 1 1934.
 SN1629'
 SN1629'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS STAMPED FEIEREISEN
 SN1629'NO. 2 1934.
 SN1629'
 SN1629'THE AZIMUTH MARK IS NW BY W OF THE STATION.  IT IS 2 FEET S
 SN1629'OF A FENCE, 0.1 MILE E OF A CROSS ROAD AND 35 FEET S OF THE CENTER
 SN1629'LINE OF A DIRT ROAD.  IT IS STAMPED FEIEREISEN 1934.
 SN1629'
 SN1629'TO REACH THE STATION FROM THE RAILROAD STATION IN COLEHARBOR,
 SN1629'GO SE ON U.S. HIGHWAY 83 FOR 3.6 MILES, THEN TURN LEFT (E) AND
 SN1629'FOLLOW ROAD ALONG A SINGLE STRAND TELEPHONE LINE FOR 3.5 MILES TO
 SN1629'A CROSS ROAD (LINDER U.S.G.S.) IN THE NE CORNER.  (TO REACH THE
 SN1629'AZIMUTH MARK FROM THIS POINT TURN LEFT (N) FOR 1.0 MILE TO A
 SN1629'CROSS ROAD, THEN RIGHT (E) 0.1 MILE TO MARK ON THE RIGHT.) AT
 SN1629'LINDER (U.S.G.S.) PASS THROUGH GATE IN THE SW CORNER OF A
 SN1629'PASTURE AND GO NE ACROSS THE PASTURE ABOUT 1.2 MILES TO
 SN1629'THE TOP OF THE HILL AND THE STATION.
 SN1629'
 SN1629'24-FOOT SIGNALS AT ASH, SNOW AND SIDLER, A 4-FOOT SIGNAL AT HOFFER
 SN1629'AND A 37-FOOT SIGNAL AT LINDER (U.S.G.S.) ARE VISIBLE ON THE
 SN1629'GROUND.
 SN1629
 SN1629                          STATION RECOVERY (1957)
 SN1629
 SN1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1629'STATION RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 SN1629'MARKS FOUND IN GOOD CONDITION, AZIMUTH MARK WAS NOT FOUND.  THE
 SN1629'1941 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SN1629
 SN1629                          STATION RECOVERY (1958)
 SN1629
 SN1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1629'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1629'CONDITION.  THIS STATION WAS RECOVERED IN 1957, BUT THE AZIMUTH
 SN1629'MARK WAS NOT RECOVERED AT THAT TIME.
 SN1629'
 SN1629'THE AZIMUTH MARK IS ABOUT 0.1 MI. E OF A T-INTERSECTION, DUE
 SN1629'S ACROSS THE ROAD FROM A FARMHOUSE, AND 3-1/2 FT. NE OF A
 SN1629'POWERLINE POLE.
 SN1629'
 SN1629'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SN1629
 SN1629                          STATION RECOVERY (1962)
 SN1629
 SN1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1629'THE STATION IS LOCATED 6 MILES EAST AND 2-1/4 MILES SOUTH OF
 SN1629'THE TOWN OF COLEHARBOR, IN THE NW 1/4 OF SEC. 35,T147N,R82W,
 SN1629'ON THE HIGHEST POINT IN THE GENERAL VICINITY.
 SN1629'
 SN1629'TO REACH FROM THE POST OFFICE IN COLEHARBOR, GO NORTH FOR 0.2
 SN1629'MILE TO A T INTERSECTION.  TURN RIGHT AND FOLLOW A GRAVELED
 SN1629'ROAD EAST FOR 5.6 MILES TO A T INTERSECTION.  TURN RIGHT AND GO
 SN1629'SOUTH FOR 2 MILES TO A T ROAD TO THE LEFT.  TURN LEFT AND GO
 SN1629'EAST FOR 0.1 MILE TO THE AZIMUTH ON THE RIGHT, SOUTH, SIDE OF THE
 SN1629'ROAD.  CONTINUE AHEAD, EAST, FOR 0.7 MILE TO A DRIVEWAY ON THE
 SN1629'RIGHT, SOUTH, SIDE OF THE ROAD.  TURN RIGHT AND FOLLOW THE
 SN1629'DRIVEWAY SOUTH FOR 0.2 MILE TO A SET OF FARM BUILDINGS.
 SN1629'CONTINUE SOUTH FOR ABOUT 100 FEET, THENCE TURN RIGHT AND FOLLOW
 SN1629'A TRACK ROAD EAST FOR 0.4 MILE TO THE HIGHEST POINT IN THE
 SN1629'GENERAL VICINITY AND THE STATION.
 SN1629'
 SN1629'THE STATION MARK IS A STANDARD DISK STAMPED FEIEREISEN 1934 AND
 SN1629'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1629'PROJECTS 4 INCHES.  IT IS 4.3 FEET SOUTHWEST OF THE WITNESS POST.
 SN1629'
 SN1629'REFERENCE MARK NO. 1, STAMPED FEIEREISEN NO 1 1934, IS A STANDARD
 SN1629'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1629'PROJECTS 3 INCHES.  IT IS 95.6 FEET SOUTHWEST OF THE WITNESS
 SN1629'POST.
 SN1629'
 SN1629'REFERENCE MARK NO. 2, STAMPED FEIEREISEN NO 2 1934, IS A STANDARD
 SN1629'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1629'PROJECTS 3 INCHES.  IT IS 66.8 FEET WEST OF THE WITNESS POST.
 SN1629'
 SN1629'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FEIEREISEN 1934
 SN1629'AND IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1629'WHICH PROJECTS 2 INCHES.  IT IS 38 FEET SOUTH OF THE CENTER OF
 SN1629'A ROAD AND 3 FEET EAST NORTH EAST OF A POWER POLE.
 SN1629'
 SN1629'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 107.15 FEET AND 32.659
 SN1629'METERS.
 SN1629
 SN1629                          STATION RECOVERY (1971)
 SN1629
 SN1629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 SN1629'TOP OF STATION MK. POST HAS BEEN BROKEN OFF AND TABLET IS GONE.
 SN1629'THE REMAINDER OF THE POST IS FIRMLY IN PLACE.
 SN1629'
 SN1629'REF. MK. 2 HAS BEEN PUSHED OVER ABOUT ONE FOOT AT THE TOP OF THE
 SN1629'POST.
 SN1629'
 SN1629'REF. MK. 1 AND AZ. MK. FOUND IN GOOD CONDITION.  A PILE OF BOULDERS
 SN1629'BLOCKS THE LINE OF SIGHT TO REF. MK. 1 FROM STATION MK.
 SN1629
 SN1629                          STATION RECOVERY (1972)
 SN1629
 SN1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SN1629'THE SURFACE STATION MARK WAS FOUND DESTROYED, IT WAS UNDER THE
 SN1629'EDGE OF A ROCK PILE, THE TOP OF THE MONUMENT WAS SHIRRED OFF,
 SN1629'APPARENTLY BY A TRACTOR SCOOP PILING THE ROCKS.  REFERENCE MARK
 SN1629'NO. 2 WAS FOUND PUSHED OVER.  THE UNDERGROUND STATION MARK,
 SN1629'REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 SN1629'CONDITION.  THE UNDERGROUND STATION MARK WAS LEFT AS FOUND AND A
 SN1629'NEW SURFACE STATION MARK PLUMBED OVER IT.  THE REFERENCE MARK
 SN1629'NO.  2 MONUMENT WAS RESET FOR USE AS REFERENCE MARK NO. 3.  A
 SN1629'CLOSE CHECK WAS NOT MADE OF THE DISTANCE TO REFERENCE MARK NO. 1 AS
 SN1629'THE ROCK PILE, WHICH IS ABOUT 7 FEET HIGH, IS ON LINE TO THE
 SN1629'STATION, THE ANGLE TO THE AZIMUTH MARK CHECKED GOOD WITH THE
 SN1629'1941 DESCRIPTION.
 SN1629'
 SN1629'A NEW DESCRIPTION FOLLOWS--
 SN1629'
 SN1629'THE STATION IS LOCATED IN SEC. 35, T 147 N, R 82 W, ABOUT 7
 SN1629'MILES SOUTHEAST OF COLEHARBOR, 5 MILES NORTHEAST OF UNDERWOOD,
 SN1629'0.4 MILE EAST OF COUNTY ROAD 23, AND 0.5 MILE SOUTH OF THE MC LEAN
 SN1629'COUNTY RADIO MAST, AT THE TOP OF A PROMINENT HILL IN A CULTIVATED
 SN1629'FIELD WHICH IS FARMED BY MR. DALE RADKE.
 SN1629'
 SN1629'THE STATION MARK IS A STANDARD DISK STAMPED FEIEREISEN 1934 1972,
 SN1629'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 SN1629'IS NEAR THE NORTH END OF THE HILL, IN THE NORTH EDGE OF A LARGE
 SN1629'ROCKPILE, AND IS 2.8 FEET SOUTH OF A METAL WITNESS POST.
 SN1629'
 SN1629'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FEIEREISEN NO 1
 SN1629'1934, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 SN1629'IT IS ON THE SOUTHWEST SLOPE OF THE HILL, 1.8 FEET NORTH OF A
 SN1629'METAL WITNESS POST.
 SN1629'
 SN1629'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FEIEREISEN 1934
 SN1629'NO 3 1972, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1629'12-INCHES.  IT IS ON THE NORTHWEST SLOPE OF THE HILL, 1.7 FEET
 SN1629'NORTH OF A METAL WITNESS POST.
 SN1629'
 SN1629'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FEIEREISEN AZIMUTH
 SN1629'1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 SN1629'IT IS 458 FEET EAST OF THE CENTER OF COUNTY ROAD 23, 38 FEET
 SN1629'SOUTH OF THE CENTER OF A GRAVELED EAST-WEST ROAD, 3.5 FEET
 SN1629'EAST-NORTHEAST OF A POWER POLE, AND 1.2 FEET NORTH OF A METAL
 SN1629'WITNESS POST.
 SN1629'
 SN1629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 SN1629'THE SOUTH ENTRANCE TO UNDERWOOD, GO EASTERLY ON HIGHWAY 83 FOR
 SN1629'0.65 MILE TO THE JUNCTION WITH COUNTY ROAD 23 ON THE LEFT AND
 SN1629'THE UNDERWOOD GOLF COURSE CLUBHOUSE ON THE RIGHT, TURN LEFT AND
 SN1629'GO NORTH ON COUNTY ROAD 23 FOR 3.0 MILES, THENCE EAST 1.0 MILE,
 SN1629'THENCE NORTH 1.0 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 SN1629'EAST ON THE SIDE ROAD FOR 458 FEET TO THE AZIMUTH MARK ON THE
 SN1629'RIGHT AND A DRIVEWAY TO A VACANT FARMSTEAD ON THE LEFT,
 SN1629'CONTINUE EAST FOR 0.7 MILE TO A FARM DRIVEWAY ON THE RIGHT,
 SN1629'TURN RIGHT AND GO SOUTH 0.2 MILE TO FARMSTEAD, CONTINUE
 SN1629'SOUTH ABOUT 100 FEET, TURN RIGHT AND GO WEST FROM SOUTHWEST PART
 SN1629'OF FARMSTEAD ABOUT 0.4 MILE TO THE TOP OF HILL AND THE STATION
 SN1629'AS DESCRIBED.
 SN1629'
 SN1629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 SN1629'NE OF UNDERWOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0950 ***********************************************************************
 RR0950  DESIGNATION -  FENCE
 RR0950  PID         -  RR0950
 RR0950  STATE/COUNTY-  ND/MORTON
 RR0950  USGS QUAD   -  NORTH ALMONT (1980)
 RR0950
 RR0950                         *CURRENT SURVEY CONTROL
 RR0950  ___________________________________________________________________
 RR0950* NAD 83(1996)-  46 51 38.27994(N)    101 34 01.00360(W)     ADJUSTED  
 RR0950* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 RR0950  ___________________________________________________________________
 RR0950  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 RR0950  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 RR0950
 RR0950  HORZ ORDER  -  THIRD
 RR0950
 RR0950.The horizontal coordinates were established by classical geodetic methods
 RR0950.and adjusted by the National Geodetic Survey in January 1998..
 RR0950
 RR0950.The orthometric height was scaled from a topographic map.
 RR0950
 RR0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0950
 RR0950.The geoid height was determined by GEOID03.
 RR0950
 RR0950;                    North         East     Units Scale Factor Converg.
 RR0950;SPC ND S     -   133,269.991   518,649.346   MT  0.99993595   -0 46 41.6
 RR0950;SPC ND S     -   437,237.50  1,701,605.47   iFT  0.99993595   -0 46 41.6
 RR0950;UTM  14      - 5,192,876.167   304,343.794   MT  1.00007053   -1 52 25.2
 RR0950
 RR0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0950!SPC ND S     -   0.99990147  x   0.99993595  =   0.99983743
 RR0950!UTM  14      -   0.99990147  x   1.00007053  =   0.99997199
 RR0950
 RR0950:                Primary Azimuth Mark                     Grid Az
 RR0950:SPC ND S     -  TOWER                                    124 19 25.3
 RR0950:UTM  14      -  TOWER                                    125 25 08.9
 RR0950
 RR0950|---------------------------------------------------------------------|
 RR0950| PID    Reference Object                     Distance      Geod. Az  |
 RR0950|                                                           dddmmss.s |
 RR0950| RR0912 TOWER                               APPROX.14.5 KM 1233243.7 |
 RR0950| RR0947 NAGEL                               APPROX. 4.0 KM 2632317.2 |
 RR0950|---------------------------------------------------------------------|
 RR0950
 RR0950                          SUPERSEDED SURVEY CONTROL
 RR0950
 RR0950  NAD 83(1986)-  46 51 38.27412(N)    101 34 00.99384(W) AD(       ) 3
 RR0950  NAD 27      -  46 51 38.27333(N)    101 33 59.47930(W) AD(       ) 3
 RR0950
 RR0950.Superseded values are not recommended for survey control.
 RR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0950.See file dsdata.txt to determine how the superseded data were derived.
 RR0950
 RR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0434492876(NAD 83)
 RR0950_MARKER: DD = SURVEY DISK
 RR0950_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RR0950+WITH SETTING: INFORMATION.
 RR0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0950
 RR0950  HISTORY     - Date     Condition        Report By
 RR0950  HISTORY     - 1958     MONUMENTED       USGS
 RR0950
 RR0950                          STATION DESCRIPTION
 RR0950
 RR0950'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0950'STATION IS LOCATED APPROX. 3.0 MI N. AND APPROX 12.0 MI E. OF GLEN
 RR0950'ULLIN, T. 139 N., R. 87 W., NEAR NW. COR. SEC. 17.
 RR0950'
 RR0950'TO REACH FROM THE POST OFFICE AT GLEN ULLIN, GO EASTWARD ALONG U.S.
 RR0950'HWY. 10 FOR 12.9 MI TO A GRAVEL RD. N. TO BLUE GRASS, TURN LEFT /N./
 RR0950'AND GO 1.0 MI TO A CROSSROADS, TURN RIGHT /E./ AND GO 0.2 MI TO TOP
 RR0950'SMALL RISE AND STATION ON RIGHT AS DESCRIBED.
 RR0950'
 RR0950'STATION ON HIGHEST POINT SMALL RIDGE, 659 FT S. CENTER OF RD. AND 133
 RR0950'FT E. OF N. - S. FENCE, 658 FT S. OF WHITE WITNESS POST, A STANDARD
 RR0950'TABLET BLAZED TO IRON ROD FLUSH WITH GROUND.  STAMPED---FENCE 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1850 ***********************************************************************
 TG1850  DESIGNATION -  FENCE
 TG1850  PID         -  TG1850
 TG1850  STATE/COUNTY-  ND/WILLIAMS
 TG1850  USGS QUAD   -  RAY (1978)
 TG1850
 TG1850                         *CURRENT SURVEY CONTROL
 TG1850  ___________________________________________________________________
 TG1850* NAD 83(1996)-  48 20 32.85549(N)    103 12 38.41354(W)     ADJUSTED  
 TG1850* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 TG1850  ___________________________________________________________________
 TG1850  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 TG1850  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1850
 TG1850  HORZ ORDER  -  SECOND
 TG1850
 TG1850.The horizontal coordinates were established by classical geodetic methods
 TG1850.and adjusted by the National Geodetic Survey in January 1998..
 TG1850
 TG1850.The orthometric height was scaled from a topographic map.
 TG1850
 TG1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1850
 TG1850.The geoid height was determined by GEOID03.
 TG1850
 TG1850;                    North         East     Units Scale Factor Converg.
 TG1850;SPC ND N     -   152,794.149   399,110.025   MT  0.99994595   -2 01 01.6
 TG1850;SPC ND N     -   501,293.14  1,309,416.09   iFT  0.99994595   -2 01 01.6
 TG1850;UTM  13      - 5,355,911.405   632,587.685   MT  0.99981599   +1 20 13.4
 TG1850
 TG1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1850!SPC ND N     -   0.99989056  x   0.99994595  =   0.99983652
 TG1850!UTM  13      -   0.99989056  x   0.99981599  =   0.99970657
 TG1850
 TG1850|---------------------------------------------------------------------|
 TG1850| PID    Reference Object                     Distance      Geod. Az  |
 TG1850|                                                           dddmmss.s |
 TG1850| TG1590 FENCE 2                              20.065 METERS 01627     |
 TG1850| TG1853 RAY RAY MUNICIPAL TANK              APPROX. 3.3 KM 0793623.5 |
 TG1850| CQ8362 FENCE RM 1                            6.123 METERS 09424     |
 TG1850| TG1852 RAY GREAT NORTHERN RR WATER TK      APPROX. 3.1 KM 0965702.1 |
 TG1850| CQ8361 FENCE AZ MK                                        2664942.3 |
 TG1850| CQ8363 FENCE RM 2                            6.279 METERS 26811     |
 TG1850|---------------------------------------------------------------------|
 TG1850
 TG1850                          SUPERSEDED SURVEY CONTROL
 TG1850
 TG1850  NAD 83(1986)-  48 20 32.85452(N)    103 12 38.41223(W) AD(       ) 2
 TG1850  NAD 27      -  48 20 32.79300(N)    103 12 36.74200(W) AD(       ) 2
 TG1850
 TG1850.Superseded values are not recommended for survey control.
 TG1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1850.See file dsdata.txt to determine how the superseded data were derived.
 TG1850
 TG1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP3258855911(NAD 83)
 TG1850_MARKER: DS = TRIANGULATION STATION DISK
 TG1850_SETTING: 0 = UNSPECIFIED SETTING
 TG1850
 TG1850  HISTORY     - Date     Condition        Report By
 TG1850  HISTORY     - 1945     MONUMENTED       CGS
 TG1850  HISTORY     - 1956     GOOD             CGS
 TG1850
 TG1850                          STATION DESCRIPTION
 TG1850
 TG1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1850'STATION IS LOCATED 2 MILES W OF RAY, 4.5 MILES ENE OF WHEELOCK,
 TG1850'IN THE SW 1/4 SECTION 7, T. 156 N., R. 97 W.  THE MARK IS
 TG1850'ON THE HIGHEST GROUND ADJACENT TO THE HIGHWAY, BUT NOT THE
 TG1850'HIGHEST GROUND IN THE VICINITY.  THE MARK IS 48 FEET N OF
 TG1850'THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 2, 256 FEET W OF
 TG1850'A N-S FENCE WHICH SURROUNDS A 2-STORY WHITE HOUSE AND BARNYARD,
 TG1850'41 FEET W OF THE NEAREST TELEPHONE POLE, AND 5 FEET N OF A
 TG1850'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TG1850'STAMPED FENCE 1945.
 TG1850'
 TG1850'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1850'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1850'
 TG1850'REFERENCE MARK 1 IS 20.09 FEET E OF THE STATION AND 4 FEET N OF
 TG1850'A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 TG1850'STAMPED FENCE NO 1 1945.  IT IS A BRONZE REFERENCE DISK SET
 TG1850'IN TOP OF A CONCRETE POST.
 TG1850'
 TG1850'REFERENCE MARK 2 IS 20.60 FEET W OF THE STATION AND 4 FEET
 TG1850'N OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 TG1850'IS STAMPED FENCE NO 2 1945.  IT IS A BRONZE REFERENCE DISK
 TG1850'SET IN TOP OF A CONCRETE POST.
 TG1850'
 TG1850'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE W OF THE STATION,
 TG1850'ON A SMALL KNOLL, 141 FEET W OF THE APPROXIMATE CENTER LINE
 TG1850'OF A FARM ROAD, 84.8 FEET W OF TELEPHONE POLE 4, 41 FEET
 TG1850'S OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 2, AND 3
 TG1850'FEET N OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 TG1850'DISK IS STAMPED FENCE 1945.  IT IS A BRONZE AZIMUTH DISK SET
 TG1850'IN TOP OF A CONCRETE POST.
 TG1850'
 TG1850'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 TG1850'U.S. HIGHWAY 2 IN RAY, GO W ON U.S. HIGHWAY 2 FOR 2 MILES
 TG1850'AND STATION ON THE RIGHT AS DESCRIBED.
 TG1850'
 TG1850'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 TG1850
 TG1850                          STATION RECOVERY (1956)
 TG1850
 TG1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 TG1850'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1850'CONDITION.  HIGHWAY IMPROVEMENT ON U.S. HIGHWAY 2 WILL DESTROY
 TG1850'ALL OF THE MARKS.  THEY WERE MOVED AT THE REQUEST OF THE
 TG1850'NORTH DAKOTA STATE HIGHWAY DEPARTMENT.  FENCE 2 WAS ESTABLISHED.
 TG1850'FOR DETAILS SEE THE DESCRIPTION OF FENCE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1590 ***********************************************************************
 TG1590  DESIGNATION -  FENCE 2
 TG1590  PID         -  TG1590
 TG1590  STATE/COUNTY-  ND/WILLIAMS
 TG1590  USGS QUAD   -  RAY (1978)
 TG1590
 TG1590                         *CURRENT SURVEY CONTROL
 TG1590  ___________________________________________________________________
 TG1590* NAD 83(1996)-  48 20 33.47854(N)    103 12 38.13771(W)     ADJUSTED  
 TG1590* NAVD 88     -       725.163  (meters)    2379.14   (feet)  ADJUSTED  
 TG1590  ___________________________________________________________________
 TG1590  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 TG1590  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1590  DYNAMIC HT  -         725.267 (meters)    2379.48  (feet)  COMP
 TG1590  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 TG1590
 TG1590  HORZ ORDER  -  THIRD
 TG1590  VERT ORDER  -  FIRST     CLASS II
 TG1590
 TG1590.The horizontal coordinates were established by classical geodetic methods
 TG1590.and adjusted by the National Geodetic Survey in January 1998..
 TG1590.No horizontal observational check was made to the station.
 TG1590
 TG1590.The orthometric height was determined by differential leveling
 TG1590.and adjusted by the National Geodetic Survey in June 1991..
 TG1590
 TG1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1590
 TG1590.The geoid height was determined by GEOID03.
 TG1590
 TG1590.The dynamic height is computed by dividing the NAVD 88
 TG1590.geopotential number by the normal gravity value computed on the
 TG1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1590.degrees latitude (g = 980.6199 gals.).
 TG1590
 TG1590.The modeled gravity was interpolated from observed gravity values.
 TG1590
 TG1590;                    North         East     Units Scale Factor Converg.
 TG1590;SPC ND N     -   152,813.181   399,116.378   MT  0.99994596   -2 01 01.4
 TG1590;SPC ND N     -   501,355.58  1,309,436.94   iFT  0.99994596   -2 01 01.4
 TG1590;UTM  13      - 5,355,930.774   632,592.913   MT  0.99981601   +1 20 13.6
 TG1590
 TG1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1590!SPC ND N     -   0.99988920  x   0.99994596  =   0.99983517
 TG1590!UTM  13      -   0.99988920  x   0.99981601  =   0.99970523
 TG1590
 TG1590:                Primary Azimuth Mark                     Grid Az
 TG1590:SPC ND N     -  RAY RAY MUNICIPAL TANK                   081 56 24.2
 TG1590:UTM  13      -  RAY RAY MUNICIPAL TANK                   078 35 09.2
 TG1590
 TG1590|---------------------------------------------------------------------|
 TG1590| PID    Reference Object                     Distance      Geod. Az  |
 TG1590|                                                           dddmmss.s |
 TG1590| TG1853 RAY RAY MUNICIPAL TANK              APPROX. 3.2 KM 0795522.8 |
 TG1590| CQ8364 FENCE 2 RM 3                         12.469 METERS 08948     |
 TG1590| CQ8365 FENCE 2 RM 5                         12.516 METERS 09011     |
 TG1590| TG1852 RAY GREAT NORTHERN RR WATER TK      APPROX. 3.0 KM 0971921.6 |
 TG1590| TG1850 FENCE                                20.065 METERS 19627     |
 TG1590| CQ8361 FENCE AZ MK                                        2643322.0 |
 TG1590| TG1588 FENCE 2 AZ MK                                      2700527.0 |
 TG1590| TG1591 FENCE 2 RM 4                         10.260 METERS 27010     |
 TG1590|---------------------------------------------------------------------|
 TG1590
 TG1590                          SUPERSEDED SURVEY CONTROL
 TG1590
 TG1590  NAD 83(1986)-  48 20 33.47757(N)    103 12 38.13641(W) AD(       ) 3
 TG1590  NAD 27      -  48 20 33.41600(N)    103 12 36.46600(W) AD(       ) 3
 TG1590
 TG1590.Superseded values are not recommended for survey control.
 TG1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1590.See file dsdata.txt to determine how the superseded data were derived.
 TG1590
 TG1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP3259355931(NAD 83)
 TG1590_MARKER: DS = TRIANGULATION STATION DISK
 TG1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1590_SP_SET: CONCRETE POST
 TG1590_STAMPING: FENCE 2 1956
 TG1590_MARK LOGO: CGS   
 TG1590_PROJECTION: PROJECTING 12 CENTIMETERS
 TG1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1590+STABILITY: SURFACE MOTION
 TG1590
 TG1590  HISTORY     - Date     Condition        Report By
 TG1590  HISTORY     - 1956     MONUMENTED       CGS
 TG1590  HISTORY     - 1978     GOOD             NGS
 TG1590  HISTORY     - 1981     GOOD             NGS
 TG1590  HISTORY     - 1982     GOOD             NGS
 TG1590
 TG1590                          STATION DESCRIPTION
 TG1590
 TG1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 TG1590'STATION IS LOCATED ABOUT 2 MI. W OF RAY ON THE N SIDE OF
 TG1590'U.S. HIGHWAY 2.  THE MARK IS ABOUT 0.1 MI. W OF A WHITE
 TG1590'FARMHOUSE, ABOUT 110 FT. N OF THE APPROXIMATE CENTERLINE OF
 TG1590'THE HIGHWAY, 72 FT. E OF A POWERLINE POLE, AND 2 FT. SE OF
 TG1590'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6 IN. AND THE
 TG1590'DISK IS STAMPED FENCE 2 1956.
 TG1590'
 TG1590'REFERENCE MARK 3 IS 40.9 FT. E OF THE STATION, 110 FT. N OF
 TG1590'THE APPROXIMATE CENTERLINE OF THE HIGHWAY, AND IS ON THE
 TG1590'EDGE OF THE HIGHWAY RIGHT-OF-WAY.  THE MARK PROJECTS 6 IN.
 TG1590'AND THE DISK IS STAMPED FENCE 2 NO 3 1956.
 TG1590'
 TG1590'REFERENCE MARK 4 IS W OF THE STATION, 110 FT. N OF THE APPROXIMATE
 TG1590'CENTERLINE OF THE HIGHWAY, AND 38.5 FT. E OF A POWERLINE
 TG1590'POLE.  THE MARK PROJECTS 6 IN. AND THE DISK IS STAMPED FENCE
 TG1590'2 NO 4 1956.
 TG1590'
 TG1590'THE AZIMUTH MARK IS ABOUT 0.3 MI. W OF THE STATION, 110 FT.
 TG1590'N OF THE APPROXIMATE CENTERLINE OF THE HIGHWAY, 89 FT. W OF
 TG1590'THE CENTERLINE OF A SECTION LINE ROAD, AND 4.5 FT. S OF A
 TG1590'POWERLINE POLE.  THE MARK PROJECTS 4 IN. AND THE DISK IS
 TG1590'STAMPED FENCE 2 1956.  THIS MARK IS ABOUT 150 FT.
 TG1590'N-NE OF THE LOCATION OF THE 1945 AZIMUTH MARK, BUT SIGHT WAS
 TG1590'OBSTRUCTED BETWEEN THESE MARKS DUE TO A HIGH BANK.
 TG1590'
 TG1590'TO REACH THE STATION FROM RAY (FROM THE INTERSECTION OF
 TG1590'MAIN STREET AND U.S. HIGHWAY 2), GO W ON U.S. HIGHWAY 2 FOR
 TG1590'2.0 MI. TO THE STATION ON THE RIGHT AS DESCRIBED.
 TG1590
 TG1590                          STATION RECOVERY (1978)
 TG1590
 TG1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TG1590'STATION MARK, REFERENCE MARK 4 AND AZIMUTH MARK WERE RECOVERED IN
 TG1590'GOOD CONDITION, REFERENCE MARK 3 WAS FOUND LYING ON TOP OF GROUND AND
 TG1590'THE DISK WAS REMOVED AT THIS TIME.  REFERENCE MARK 5 WAS
 TG1590'ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 4 CHECKED WITH THE 1956
 TG1590'DATA, A DIFFERENCE OF 2 MIN 51 SECONDS WAS NOTED.
 TG1590'
 TG1590'STATION MARK IS LOCATED ABOUT 2 MILES WEST OF RAY, ON THE NORTH
 TG1590'RIGHT-OF-WAY OF U.S. HIGHWAY 2 AND ABOUT 8 FEET HIGHER THAN THE
 TG1590'HIGHWAY.
 TG1590'
 TG1590'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 TG1590'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND IS
 TG1590'STAMPED FENCE 2 1956.  IT IS 109 FEET NORTH OF CENTER OF U.S.
 TG1590'HIGHWAY 2, 72.5 FEET EAST OF POWER LINE POLE AND 1.8 FEET SOUTHEAST
 TG1590'OF WITNESS POST.
 TG1590'
 TG1590'REFERENCE MARK 4 A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 TG1590'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND STAMPED
 TG1590'FENCE 2 NO 4 1956.  IT IS 107 FEET NORTH OF CENTER OF U.S. HIGHWAY
 TG1590'2, 38.5 FEET EAST OF POWER LINE POLE AND 32 FEET WEST OF WITNESS
 TG1590'POST.
 TG1590'
 TG1590'REFERENCE MARK 5 A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 TG1590'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED FENCE 2 1956 NO 5
 TG1590'1978.  IT IS 109 FEET NORTH OF CENTER OF U.S. HIGHWAY 2 AND 43 FEET
 TG1590'EAST OF A WITNESS POST.
 TG1590'
 TG1590'AZIMUTH MARK A STANDARD DISK SET TOP OF 12 INCH ROUND CONCRETE
 TG1590'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND AND IS STAMPED FENCE
 TG1590'2 1956.  IT IS 109 FEET NORTH OF CENTER OF U.S. HIGHWAY 2, 91.5 FEET
 TG1590'WEST OF CENTER OF TRACK ROAD, 16.5 FEET NORTH OF A METAL SWITCH
 TG1590'BOX, 4.8 FEET SOUTH OF POWER LINE POLE WITH ELECTRIC METER AND 1.2
 TG1590'FEET EAST OF A WITNESS POST.
 TG1590'
 TG1590'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST FOR 0.3 MILE TO MARKS
 TG1590'ON RIGHT.
 TG1590'
 TG1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MAIN
 TG1590'STREET IN RAY, GO WEST ON U.S. HIGHWAY 2 FOR 2.0 MILES TO THE
 TG1590'STATION ON RIGHT.
 TG1590'
 TG1590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 TG1590'RAY.
 TG1590
 TG1590                          STATION RECOVERY (1981)
 TG1590
 TG1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1590'RECOVERED IN GOOD CONDITION.
 TG1590
 TG1590                          STATION RECOVERY (1982)
 TG1590
 TG1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TG1590'3.4 KM (2.1 MI) WEST FROM RAY.
 TG1590'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1590'RAY, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG U. S. HIGHWAY 2, ON TOP OF
 TG1590'A HIGHWAY CUT, 33.5 METERS (109.9 FT) NORTH OF THE CENTERLINE OF THE
 TG1590'HIGHWAY AND 21.9 METERS (71.9 FT) EAST OF A UTILITY POLE.
 TG1590'THE MARK IS 1.9 METERS  N FROM A WITNESS POST.
 TG1590'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1588 ***********************************************************************
 TG1588  DESIGNATION -  FENCE 2 AZ MK
 TG1588  PID         -  TG1588
 TG1588  STATE/COUNTY-  ND/WILLIAMS
 TG1588  USGS QUAD   -  RAY (1978)
 TG1588
 TG1588                         *CURRENT SURVEY CONTROL
 TG1588  ___________________________________________________________________
 TG1588* NAD 83(1986)-  48 20 33.     (N)    103 13 03.     (W)     SCALED    
 TG1588* NAVD 88     -       720.452  (meters)    2363.68   (feet)  ADJUSTED  
 TG1588  ___________________________________________________________________
 TG1588  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1588  DYNAMIC HT  -         720.554 (meters)    2364.02  (feet)  COMP
 TG1588  MODELED GRAV-     980,729.1   (mgal)                       NAVD 88
 TG1588
 TG1588  VERT ORDER  -  FIRST     CLASS II
 TG1588
 TG1588.The horizontal coordinates were scaled from a topographic map and have
 TG1588.an estimated accuracy of +/- 6 seconds.
 TG1588
 TG1588.The orthometric height was determined by differential leveling
 TG1588.and adjusted by the National Geodetic Survey in June 1991..
 TG1588
 TG1588.The geoid height was determined by GEOID03.
 TG1588
 TG1588.The dynamic height is computed by dividing the NAVD 88
 TG1588.geopotential number by the normal gravity value computed on the
 TG1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1588.degrees latitude (g = 980.6199 gals.).
 TG1588
 TG1588.The modeled gravity was interpolated from observed gravity values.
 TG1588
 TG1588;                    North         East    Units  Estimated Accuracy
 TG1588;SPC ND N     -   152,820.      398,600.      MT  (+/- 180 meters Scaled)
 TG1588
 TG1588                          SUPERSEDED SURVEY CONTROL
 TG1588
 TG1588.No superseded survey control is available for this station.
 TG1588
 TG1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP320559(NAD 83)
 TG1588_MARKER: DZ = AZIMUTH MARK DISK
 TG1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1588_SP_SET: CONCRETE POST
 TG1588_STAMPING: FENCE 2 1956
 TG1588_MARK LOGO: CGS   
 TG1588_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1588+STABILITY: SURFACE MOTION
 TG1588
 TG1588  HISTORY     - Date     Condition        Report By
 TG1588  HISTORY     - 1956     MONUMENTED       CGS
 TG1588  HISTORY     - 1982     GOOD             NGS
 TG1588
 TG1588                          STATION DESCRIPTION
 TG1588
 TG1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1588'3.9 KM (2.4 MI) WEST FROM RAY.
 TG1588'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1588'RAY, THENCE 3.8 KM (2.35 MI) WESTERLY ALONG U. S. HIGHWAY 2, 33.3
 TG1588'METERS (109.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 27.2 METERS
 TG1588'(89.2 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH, 4.9 METERS
 TG1588'(16.1 FT) NORTH OF AN ELECTRIC BOX AND 1.4 METERS (4.6 FT) SOUTH OF A
 TG1588'UTILITY POLE.
 TG1588'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TG1588'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1591 ***********************************************************************
 TG1591  DESIGNATION -  FENCE 2 RM 4
 TG1591  PID         -  TG1591
 TG1591  STATE/COUNTY-  ND/WILLIAMS
 TG1591  USGS QUAD   -  RAY (1978)
 TG1591
 TG1591                         *CURRENT SURVEY CONTROL
 TG1591  ___________________________________________________________________
 TG1591* NAD 83(1986)-  48 20 34.     (N)    103 12 40.     (W)     SCALED    
 TG1591* NAVD 88     -       725.116  (meters)    2378.98   (feet)  ADJUSTED  
 TG1591  ___________________________________________________________________
 TG1591  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1591  DYNAMIC HT  -         725.219 (meters)    2379.32  (feet)  COMP
 TG1591  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 TG1591
 TG1591  VERT ORDER  -  FIRST     CLASS II
 TG1591
 TG1591.The horizontal coordinates were scaled from a topographic map and have
 TG1591.an estimated accuracy of +/- 6 seconds.
 TG1591
 TG1591.The orthometric height was determined by differential leveling
 TG1591.and adjusted by the National Geodetic Survey in June 1991..
 TG1591
 TG1591.The geoid height was determined by GEOID03.
 TG1591
 TG1591.The dynamic height is computed by dividing the NAVD 88
 TG1591.geopotential number by the normal gravity value computed on the
 TG1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1591.degrees latitude (g = 980.6199 gals.).
 TG1591
 TG1591.The modeled gravity was interpolated from observed gravity values.
 TG1591
 TG1591;                    North         East    Units  Estimated Accuracy
 TG1591;SPC ND N     -   152,830.      399,080.      MT  (+/- 180 meters Scaled)
 TG1591
 TG1591                          SUPERSEDED SURVEY CONTROL
 TG1591
 TG1591.No superseded survey control is available for this station.
 TG1591
 TG1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP325559(NAD 83)
 TG1591_MARKER: DR = REFERENCE MARK DISK
 TG1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1591_SP_SET: CONCRETE POST
 TG1591_STAMPING: FENCE 2 NO 4 1956
 TG1591_MARK LOGO: CGS   
 TG1591_PROJECTION: PROJECTING 12 CENTIMETERS
 TG1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1591+STABILITY: SURFACE MOTION
 TG1591
 TG1591  HISTORY     - Date     Condition        Report By
 TG1591  HISTORY     - 1956     MONUMENTED       CGS
 TG1591  HISTORY     - 1982     GOOD             NGS
 TG1591
 TG1591                          STATION DESCRIPTION
 TG1591
 TG1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1591'3.4 KM (2.1 MI) WEST FROM RAY.
 TG1591'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1591'RAY, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG U. S. HIGHWAY 2, ON TOP OF
 TG1591'A HIGHWAY CUT, 33.5 METERS (109.9 FT) NORTH OF THE CENTERLINE OF THE
 TG1591'HIGHWAY, 11.7 METERS (38.4 FT) EAST OF A UTILITY POLE AND 10.2 METERS
 TG1591'(33.5 FT) WEST OF THE STATION MARK.
 TG1591'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0785 ***********************************************************************
 SO0785  DESIGNATION -  FENTON
 SO0785  PID         -  SO0785
 SO0785  STATE/COUNTY-  ND/DUNN
 SO0785  USGS QUAD   -  CROFF (1959)
 SO0785
 SO0785                         *CURRENT SURVEY CONTROL
 SO0785  ___________________________________________________________________
 SO0785* NAD 83(1996)-  47 38 33.64346(N)    102 58 57.31316(W)     ADJUSTED  
 SO0785* NAVD 88     -       760.2    (meters)    2494.     (feet)  VERTCON   
 SO0785  ___________________________________________________________________
 SO0785  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 SO0785  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 SO0785
 SO0785  HORZ ORDER  -  THIRD
 SO0785
 SO0785.The horizontal coordinates were established by classical geodetic methods
 SO0785.and adjusted by the National Geodetic Survey in January 1998..
 SO0785
 SO0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0785
 SO0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0785
 SO0785.The geoid height was determined by GEOID03.
 SO0785
 SO0785;                    North         East     Units Scale Factor Converg.
 SO0785;SPC ND S     -   222,606.929   413,484.814   MT  1.00003549   -1 48 38.7
 SO0785;SPC ND S     -   730,337.69  1,356,577.47   iFT  1.00003549   -1 48 38.7
 SO0785;UTM  13      - 5,278,558.330   651,523.332   MT  0.99988214   +1 29 27.8
 SO0785
 SO0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0785!SPC ND S     -   0.99988361  x   1.00003549  =   0.99991910
 SO0785!UTM  13      -   0.99988361  x   0.99988214  =   0.99976577
 SO0785
 SO0785:                Primary Azimuth Mark                     Grid Az
 SO0785:SPC ND S     -  CROFF                                    013 59 52.9
 SO0785:UTM  13      -  CROFF                                    010 41 46.4
 SO0785
 SO0785|---------------------------------------------------------------------|
 SO0785| PID    Reference Object                     Distance      Geod. Az  |
 SO0785|                                                           dddmmss.s |
 SO0785| SO0784 CROFF                               APPROX. 8.5 KM 0121114.2 |
 SO0785|---------------------------------------------------------------------|
 SO0785
 SO0785                          SUPERSEDED SURVEY CONTROL
 SO0785
 SO0785  NAD 83(1986)-  47 38 33.63889(N)    102 58 57.30142(W) AD(       ) 3
 SO0785  NAD 27      -  47 38 33.59775(N)    102 58 55.63814(W) AD(       ) 3
 SO0785  NGVD 29 (07/19/86)  759.7    (m)         2492.     (f) VERT ANG       
 SO0785
 SO0785.Superseded values are not recommended for survey control.
 SO0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0785.See file dsdata.txt to determine how the superseded data were derived.
 SO0785
 SO0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5152378558(NAD 83)
 SO0785_MARKER: DD = SURVEY DISK
 SO0785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0785_SP_SET: METAL PIPE IMBEDDED IN GROUND
 SO0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0785
 SO0785  HISTORY     - Date     Condition        Report By
 SO0785  HISTORY     - 1957     MONUMENTED       USGS
 SO0785
 SO0785                          STATION DESCRIPTION
 SO0785
 SO0785'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0785'STATION IS LOCATED IN THE N. CENTRAL PART OF SEC. 13, T. 148 N., R.
 SO0785'97 W., ON LAND OWNED AND OCCUPIED BY MR. GEORGE FENTON, ON THE HIGHEST
 SO0785'POINT OF THE HILL, THE HIGHEST IN THE VICINITY, 421 FT SW. OF A BEND
 SO0785'IN THE TRAIL, THE POINT WHERE THE TRAIL COMES UP ON THE TOP, 283 FT W.
 SO0785'OF A N. - S. FENCE, ABOUT 33 FT NW. OF THE TRAIL.  A STANDARD TABLET
 SO0785'STAMPED---FENTON 1957---WELDED IN TOP OF A 3 IN. IRON PIPE, PROJECTING
 SO0785'1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0791 ***********************************************************************
 RR0791  DESIGNATION -  FERD
 RR0791  PID         -  RR0791
 RR0791  STATE/COUNTY-  ND/EMMONS
 RR0791  USGS QUAD   -  STRASBURG (1971)
 RR0791
 RR0791                         *CURRENT SURVEY CONTROL
 RR0791  ___________________________________________________________________
 RR0791* NAD 83(1996)-  46 13 41.79475(N)    100 11 40.16446(W)     ADJUSTED  
 RR0791* NAVD 88     -       587.8    (meters)    1928.     (feet)  VERTCON   
 RR0791  ___________________________________________________________________
 RR0791  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 RR0791  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 RR0791
 RR0791  HORZ ORDER  -  SECOND
 RR0791
 RR0791.The horizontal coordinates were established by classical geodetic methods
 RR0791.and adjusted by the National Geodetic Survey in January 1998..
 RR0791
 RR0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0791
 RR0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0791
 RR0791.The geoid height was determined by GEOID03.
 RR0791
 RR0791;                    North         East     Units Scale Factor Converg.
 RR0791;SPC ND S     -    62,472.567   623,568.031   MT  0.99999147   +0 13 22.2
 RR0791;SPC ND S     -   204,962.49  2,045,826.87   iFT  0.99999147   +0 13 22.2
 RR0791;UTM  14      - 5,120,104.443   407,889.241   MT  0.99970430   -0 51 45.4
 RR0791
 RR0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0791!SPC ND S     -   0.99991132  x   0.99999147  =   0.99990279
 RR0791!UTM  14      -   0.99991132  x   0.99970430  =   0.99961564
 RR0791
 RR0791:                Primary Azimuth Mark                     Grid Az
 RR0791:SPC ND S     -  STRASBURG MUN WATER TANK                 166 05 37.7
 RR0791:UTM  14      -  STRASBURG MUN WATER TANK                 167 10 45.3
 RR0791
 RR0791|---------------------------------------------------------------------|
 RR0791| PID    Reference Object                     Distance      Geod. Az  |
 RR0791|                                                           dddmmss.s |
 RR0791| RR0789 STRASBURG MUN WATER TANK            APPROX.10.9 KM 1661859.9 |
 RR0791| CO4940 FERD RM 1                             9.440 METERS 17835     |
 RR0791| CO4941 FERD RM 2                            11.509 METERS 30645     |
 RR0791| RR0784 LINTON                              APPROX. 6.7 KM 3204949.7 |
 RR0791|---------------------------------------------------------------------|
 RR0791
 RR0791                          SUPERSEDED SURVEY CONTROL
 RR0791
 RR0791  NAD 83(1986)-  46 13 41.78458(N)    100 11 40.15684(W) AD(       ) 2
 RR0791  NAD 27      -  46 13 41.82424(N)    100 11 38.74477(W) AD(       ) 2
 RR0791  NGVD 29 (07/19/86)  587.4    (m)         1927.     (f) VERT ANG       
 RR0791
 RR0791.Superseded values are not recommended for survey control.
 RR0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0791.See file dsdata.txt to determine how the superseded data were derived.
 RR0791
 RR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0788920104(NAD 83)
 RR0791_MARKER: DD = SURVEY DISK
 RR0791_SETTING: 0 = UNSPECIFIED SETTING
 RR0791
 RR0791  HISTORY     - Date     Condition        Report By
 RR0791  HISTORY     - 1970     MONUMENTED       USGS
 RR0791
 RR0791                          STATION DESCRIPTION
 RR0791
 RR0791'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0791'THE STATION IS LOCATED ABOUT 2.5 MI S. AND 1.7 MI E. OF LINTON,
 RR0791'IN THE SE. QUARTER OF THE NE. QUARTER OF SEC. 28, T. 132 N., R. 76
 RR0791'W., ON A PROMINENT KNOLL, IN PASTURE LAND, ON THE PROPERTY OF
 RR0791'MR. PAUL FERDERER AND ABOUT 0.7 MI E. OF HIS HOUSE.
 RR0791'
 RR0791'TO REACH THE STATION FROM THE LINTON POST OFFICE, DRIVE S. FOR
 RR0791'0.1 MI TO A 4-WAY STOP, TURN RIGHT AND DRIVE W. FOR 0.1 MI TO
 RR0791'JCT. WITH U.S. HWY. 83, TURN LEFT AND DRIVE S. ON HWY. 83 FOR
 RR0791'2.5 MI TO A GRAVEL CROSSROADS, TURN LEFT AND DRIVE E. FOR 1.0
 RR0791'MI TO A T-JCT. OF GRAVEL RDS., TURN RIGHT AND DRIVE S. FOR 0.5
 RR0791'MI TO MR. FERDERERS DRIVE AND HOUSE ON THE LEFT, TURN LEFT ONTO
 RR0791'THE DRIVE AND DRIVE E. THROUGH THE FARM BUILDINGS AND ACROSS
 RR0791'PASTURE FOR 0.8 MI TO STATION AS DESCRIBED.
 RR0791'
 RR0791'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED FERD
 RR0791'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 RR0791'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0791'
 RR0791'THE STATION MARK IS CENTERED ON THE KNOLL AT THE HIGHEST POINT AND
 RR0791'IS 2.5 FT W. OF A WOODEN WITNESS POST, WITH WHITE METAL TAG, AND
 RR0791'PROJECTING 2.5 FT.
 RR0791'
 RR0791'REFERENCE MARK 1 IS 30.97 FT. (9.440 M.) S.-SW. OF STATION AND
 RR0791'2 FT E. OF A RED GRANITE BOULDER WHICH PROJECTS 15 IN.
 RR0791'
 RR0791'REFERENCE MARK 2 IS 37.76 FT. (11.509 M.) N.-NW. OF STATION, ON
 RR0791'THE NW. POINT OF THE TOP.
 RR0791'
 RR0791'DISTANCE, REFERENCE MARK 1 TO REFERENCE MARK 2 IS 61.92
 RR0791'FT. (18.873 M.)
 RR0791'
 RR0791'NO AZIMUTH MARK WAS SET.  THE STATION AND ADJACENT STATIONS ARE
 RR0791'INTERVISIBLE FROM GROUND.
 RR0791'
 RR0791'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0366 ***********************************************************************
 RR0366  DESIGNATION -  FERGEL
 RR0366  PID         -  RR0366
 RR0366  STATE/COUNTY-  ND/GRANT
 RR0366  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0366
 RR0366                         *CURRENT SURVEY CONTROL
 RR0366  ___________________________________________________________________
 RR0366* NAD 83(1996)-  46 09 02.03933(N)    101 19 54.83564(W)     ADJUSTED  
 RR0366* NAVD 88     -       687.641  (meters)    2256.04   (feet)  ADJUSTED  
 RR0366  ___________________________________________________________________
 RR0366  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 RR0366  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 RR0366  DYNAMIC HT  -         687.605 (meters)    2255.92  (feet)  COMP
 RR0366  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 RR0366
 RR0366  HORZ ORDER  -  FIRST
 RR0366  VERT ORDER  -  SECOND    CLASS 0
 RR0366
 RR0366.The horizontal coordinates were established by classical geodetic methods
 RR0366.and adjusted by the National Geodetic Survey in January 1998..
 RR0366
 RR0366.The orthometric height was determined by differential leveling
 RR0366.and adjusted by the National Geodetic Survey in June 1991..
 RR0366
 RR0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0366
 RR0366.The geoid height was determined by GEOID03.
 RR0366
 RR0366.The dynamic height is computed by dividing the NAVD 88
 RR0366.geopotential number by the normal gravity value computed on the
 RR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0366.degrees latitude (g = 980.6199 gals.).
 RR0366
 RR0366.The modeled gravity was interpolated from observed gravity values.
 RR0366
 RR0366;                    North         East     Units Scale Factor Converg.
 RR0366;SPC ND S     -    54,129.204   535,734.169   MT  1.00000660   -0 36 24.4
 RR0366;SPC ND S     -   177,589.25  1,757,658.03   iFT  1.00000660   -0 36 24.4
 RR0366;UTM  14      - 5,113,420.032   319,928.008   MT  0.99999862   -1 40 55.7
 RR0366
 RR0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0366!SPC ND S     -   0.99989541  x   1.00000660  =   0.99990200
 RR0366!UTM  14      -   0.99989541  x   0.99999862  =   0.99989403
 RR0366
 RR0366|---------------------------------------------------------------------|
 RR0366| PID    Reference Object                     Distance      Geod. Az  |
 RR0366|                                                           dddmmss.s |
 RR0366| RR0368 FERGEL RM 2                          30.975 METERS 00132     |
 RR0366| CQ8366 FERGEL AZ MK                                       0444140.3 |
 RR0366| RR0367 FERGEL RM 1                          32.426 METERS 11618     |
 RR0366|---------------------------------------------------------------------|
 RR0366
 RR0366                          SUPERSEDED SURVEY CONTROL
 RR0366
 RR0366  NAD 83(1986)-  46 09 02.03151(N)    101 19 54.83196(W) AD(       ) 1
 RR0366  NAD 27      -  46 09 02.02500(N)    101 19 53.37900(W) AD(       ) 1
 RR0366  NGVD 29 (??/??/92)  687.170  (m)         2254.49   (f) ADJ UNCH    2 0
 RR0366
 RR0366.Superseded values are not recommended for survey control.
 RR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0366.See file dsdata.txt to determine how the superseded data were derived.
 RR0366
 RR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1992813420(NAD 83)
 RR0366_MARKER: DS = TRIANGULATION STATION DISK
 RR0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0366_SP_SET: CONCRETE POST
 RR0366_STAMPING: FERGEL 1934
 RR0366_MARK LOGO: CGS   
 RR0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0366+STABILITY: SURFACE MOTION
 RR0366
 RR0366  HISTORY     - Date     Condition        Report By
 RR0366  HISTORY     - 1934     MONUMENTED       CGS
 RR0366  HISTORY     - 1956     GOOD             CGS
 RR0366  HISTORY     - 1956     GOOD             NGS
 RR0366  HISTORY     - 1971     GOOD             USGS
 RR0366  HISTORY     - 1985     GOOD             NGS
 RR0366
 RR0366                          STATION DESCRIPTION
 RR0366
 RR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0366'STATION IS LOCATED IN T 131 N, R 85 W, SW 1/4 OF SEC. 22, ABOUT
 RR0366'16 MILES N OF MC INTOSH, 3 MILES N OF BRIDGE ACROSS CANNON BALL
 RR0366'RIVER, ON THE S END OF A LONG SPUR RIDGE WHICH LOOKS OVER THE
 RR0366'CANNON BALL RIVER.  IT IS ABOUT 0.1 MILE E OF WHERE HIGHWAY 31
 RR0366'TOPS RIM ON N SIDE OF CANNON BALL RIVER, ON HIGHEST POINT IN
 RR0366'VICINITY.  STATION IS ON TOP OF HILL ABOUT 8 FEET E OF SMALL
 RR0366'PILE OF ROCKS.  MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE
 RR0366'OF THE GROUND.
 RR0366'
 RR0366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0366'BRONZE DISKS SET IN CONCRETE.
 RR0366'
 RR0366'REFERENCE MARK NO. 1 IS 32.426 METERS (106.38 FEET) ESE OF
 RR0366'STATION.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 RR0366'THE GROUND.
 RR0366'
 RR0366'REFERENCE MARK NO. 2 IS 30.975 METERS (101.62 FEET) W OF STATION
 RR0366'ABOUT 20 FEET E OF W RIM OF HILL.  MARK PROJECTS ABOUT 8 INCHES
 RR0366'ABOVE THE SURFACE OF THE GROUND.
 RR0366'
 RR0366'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NNE OF STATION, AND IS
 RR0366'REACHED BY GOING N AND NE 0.3 MILE, THEN RIGHT (E) FOR 0.05
 RR0366'MILE TO HIGHEST POINT OF HILL AND MARK.  MARK PROJECTS ABOUT
 RR0366'8 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0366'
 RR0366'STATION IS REACHED FROM THE MC INTOSH POST OFFICE BY GOING N
 RR0366'0.1 MILE TO U.S. HIGHWAY 12, TURN RIGHT ON U.S. HIGHWAY 12 AND
 RR0366'GO 0.6 MILE, TAKE LEFT FORK (N) ON HIGHWAYS 31 AND 65 AND FOLLOW
 RR0366'HIGHWAY 31 N 11.75 MILES TO CONCRETE BRIDGE AT SMALL SERVICE
 RR0366'STATION.  CONTINUE N ON HIGHWAY 31, 2.7 MILES TO STEEL BRIDGE
 RR0366'OVER CREEK, CONTINUE N ON HIGHWAY 31, 1.6 MILES, LEAVE HIGHWAY
 RR0366'31, TURN RIGHT (S) ON OLD GRADE JUST AFTER TOPPING RIM AND GO 0.1
 RR0366'MILE, PASS THROUGH WIRE GATE, TURN LEFT (NE) AND GO 0.1 MILE
 RR0366'TO HIGHEST GROUND AND STATION.
 RR0366'
 RR0366'HEIGHT OF LIGHT ABOVE STATION MARK - 2.3 METERS.
 RR0366
 RR0366                          STATION RECOVERY (1956)
 RR0366
 RR0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0366'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0366'DESCRIPTION ADEQUATE.
 RR0366
 RR0366                          STATION RECOVERY (1956)
 RR0366
 RR0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0366'14.5 MI S FROM RALEIGH.
 RR0366'14.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RALEIGH, GRANT COUNTY, ON
 RR0366'THE TOP OF A HILL BETWEEN TWO RAVINES WHICH INTERSECT AT THE HIGHWAY,
 RR0366'700 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 8 FEET EAST OF A
 RR0366'SMALL PILE OF ROCKS.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 RR0366'FERGEL 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RR0366
 RR0366                          STATION RECOVERY (1971)
 RR0366
 RR0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 RR0366'ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED.
 RR0366'
 RR0366'GROSS ERRORS WERE FOUND IN DIRECTIONS TO REF. MKS. AND AZIMUTH
 RR0366'AND DIRECTION TO AZIMUTH MARK.
 RR0366
 RR0366                          STATION RECOVERY (1985)
 RR0366
 RR0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0367 ***********************************************************************
 RR0367  DESIGNATION -  FERGEL RM 1
 RR0367  PID         -  RR0367
 RR0367  STATE/COUNTY-  ND/GRANT
 RR0367  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0367
 RR0367                         *CURRENT SURVEY CONTROL
 RR0367  ___________________________________________________________________
 RR0367* NAD 83(1986)-  46 09 02.     (N)    101 19 54.     (W)     SCALED    
 RR0367* NAVD 88     -       685.864  (meters)    2250.21   (feet)  ADJUSTED  
 RR0367  ___________________________________________________________________
 RR0367  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 RR0367  DYNAMIC HT  -         685.827 (meters)    2250.08  (feet)  COMP
 RR0367  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 RR0367
 RR0367  VERT ORDER  -  SECOND    CLASS 0
 RR0367
 RR0367.The horizontal coordinates were scaled from a topographic map and have
 RR0367.an estimated accuracy of +/- 6 seconds.
 RR0367
 RR0367.The orthometric height was determined by differential leveling
 RR0367.and adjusted by the National Geodetic Survey in June 1991..
 RR0367
 RR0367.The geoid height was determined by GEOID03.
 RR0367
 RR0367.The dynamic height is computed by dividing the NAVD 88
 RR0367.geopotential number by the normal gravity value computed on the
 RR0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0367.degrees latitude (g = 980.6199 gals.).
 RR0367
 RR0367.The modeled gravity was interpolated from observed gravity values.
 RR0367
 RR0367;                    North         East    Units  Estimated Accuracy
 RR0367;SPC ND S     -    54,130.      535,750.      MT  (+/- 180 meters Scaled)
 RR0367
 RR0367                          SUPERSEDED SURVEY CONTROL
 RR0367
 RR0367  NGVD 29 (??/??/92)  685.392  (m)         2248.66   (f) ADJ UNCH    2 0
 RR0367
 RR0367.Superseded values are not recommended for survey control.
 RR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0367.See file dsdata.txt to determine how the superseded data were derived.
 RR0367
 RR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS199134(NAD 83)
 RR0367_MARKER: DR = REFERENCE MARK DISK
 RR0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0367_SP_SET: CONCRETE POST
 RR0367_STAMPING: FERGEL NO 1 1934
 RR0367_MARK LOGO: CGS   
 RR0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0367+STABILITY: SURFACE MOTION
 RR0367
 RR0367  HISTORY     - Date     Condition        Report By
 RR0367  HISTORY     - 1934     MONUMENTED       CGS
 RR0367  HISTORY     - 1938     GOOD             NGS
 RR0367  HISTORY     - 1956     GOOD             NGS
 RR0367  HISTORY     - 1985     GOOD             NGS
 RR0367
 RR0367                          STATION DESCRIPTION
 RR0367
 RR0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RR0367'14.5 MI S FROM RALEIGH.
 RR0367'ALONG STATE HIGHWAY NO. 31, 14.5 MILES SOUTH OF RALEIGH, ON THE TOP OF
 RR0367'A HILL BETWEEN TWO RIVINES WHICH INTERSECT AT THE HIGHWAY, 700 FEET
 RR0367'EAST OF THE CENTER OF THE HIGHWAY.
 RR0367
 RR0367                          STATION RECOVERY (1956)
 RR0367
 RR0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0367'RECOVERED IN GOOD CONDITION.
 RR0367
 RR0367                          STATION RECOVERY (1985)
 RR0367
 RR0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0368 ***********************************************************************
 RR0368  DESIGNATION -  FERGEL RM 2
 RR0368  PID         -  RR0368
 RR0368  STATE/COUNTY-  ND/GRANT
 RR0368  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0368
 RR0368                         *CURRENT SURVEY CONTROL
 RR0368  ___________________________________________________________________
 RR0368* NAD 83(1986)-  46 09 02.     (N)    101 19 54.     (W)     SCALED    
 RR0368* NAVD 88     -       685.803  (meters)    2250.01   (feet)  ADJUSTED  
 RR0368  ___________________________________________________________________
 RR0368  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 RR0368  DYNAMIC HT  -         685.766 (meters)    2249.88  (feet)  COMP
 RR0368  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 RR0368
 RR0368  VERT ORDER  -  SECOND    CLASS 0
 RR0368
 RR0368.The horizontal coordinates were scaled from a topographic map and have
 RR0368.an estimated accuracy of +/- 6 seconds.
 RR0368
 RR0368.The orthometric height was determined by differential leveling
 RR0368.and adjusted by the National Geodetic Survey in June 1991..
 RR0368
 RR0368.The geoid height was determined by GEOID03.
 RR0368
 RR0368.The dynamic height is computed by dividing the NAVD 88
 RR0368.geopotential number by the normal gravity value computed on the
 RR0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0368.degrees latitude (g = 980.6199 gals.).
 RR0368
 RR0368.The modeled gravity was interpolated from observed gravity values.
 RR0368
 RR0368;                    North         East    Units  Estimated Accuracy
 RR0368;SPC ND S     -    54,130.      535,750.      MT  (+/- 180 meters Scaled)
 RR0368
 RR0368                          SUPERSEDED SURVEY CONTROL
 RR0368
 RR0368  NGVD 29 (??/??/92)  685.331  (m)         2248.46   (f) ADJ UNCH    2 0
 RR0368
 RR0368.Superseded values are not recommended for survey control.
 RR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0368.See file dsdata.txt to determine how the superseded data were derived.
 RR0368
 RR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS199134(NAD 83)
 RR0368_MARKER: DR = REFERENCE MARK DISK
 RR0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0368_SP_SET: CONCRETE POST
 RR0368_STAMPING: FERGEL NO 2 1934
 RR0368_MARK LOGO: CGS   
 RR0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0368+STABILITY: SURFACE MOTION
 RR0368
 RR0368  HISTORY     - Date     Condition        Report By
 RR0368  HISTORY     - 1934     MONUMENTED       CGS
 RR0368  HISTORY     - 1938     GOOD             NGS
 RR0368  HISTORY     - 1956     GOOD             NGS
 RR0368  HISTORY     - 1985     GOOD             NGS
 RR0368
 RR0368                          STATION DESCRIPTION
 RR0368
 RR0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RR0368'14.5 MI S FROM RALEIGH.
 RR0368'ALONG STATE HIGHWAY NO. 31, 14.5 MILES SOUTH OF RALEIGH, ON THE TOP OF
 RR0368'A HILL BETWEEN TWO RIVINES WHICH INTERSECT AT THE HIGHWAY, 700 FEET
 RR0368'EAST OF THE CENTER OF THE HIGHWAY.
 RR0368
 RR0368                          STATION RECOVERY (1956)
 RR0368
 RR0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0368'RECOVERED IN GOOD CONDITION.
 RR0368
 RR0368                          STATION RECOVERY (1985)
 RR0368
 RR0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1347 ***********************************************************************
 TE1347  DESIGNATION -  FERO 2
 TE1347  PID         -  TE1347
 TE1347  STATE/COUNTY-  ND/PIERCE
 TE1347  USGS QUAD   -  RUGBY (1980)
 TE1347
 TE1347                         *CURRENT SURVEY CONTROL
 TE1347  ___________________________________________________________________
 TE1347* NAD 83(1996)-  48 21 17.71217(N)    099 55 23.02471(W)     ADJUSTED  
 TE1347* NAVD 88     -       493.068  (meters)    1617.67   (feet)  ADJUSTED  
 TE1347  ___________________________________________________________________
 TE1347  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 TE1347  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TE1347  DYNAMIC HT  -         493.164 (meters)    1617.99  (feet)  COMP
 TE1347  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TE1347
 TE1347  HORZ ORDER  -  THIRD
 TE1347  VERT ORDER  -  FIRST     CLASS II
 TE1347
 TE1347.The horizontal coordinates were established by classical geodetic methods
 TE1347.and adjusted by the National Geodetic Survey in January 1998..
 TE1347.No horizontal observational check was made to the station.
 TE1347
 TE1347.The orthometric height was determined by differential leveling
 TE1347.and adjusted by the National Geodetic Survey in June 1991..
 TE1347
 TE1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1347
 TE1347.The geoid height was determined by GEOID03.
 TE1347
 TE1347.The dynamic height is computed by dividing the NAVD 88
 TE1347.geopotential number by the normal gravity value computed on the
 TE1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1347.degrees latitude (g = 980.6199 gals.).
 TE1347
 TE1347.The modeled gravity was interpolated from observed gravity values.
 TE1347
 TE1347;                    North         East     Units Scale Factor Converg.
 TE1347;SPC ND N     -   150,803.261   642,755.362   MT  0.99994695   +0 25 45.5
 TE1347;SPC ND N     -   494,761.35  2,108,777.43   iFT  0.99994695   +0 25 45.5
 TE1347;UTM  14      - 5,356,160.981   431,617.651   MT  0.99965745   -0 41 23.3
 TE1347
 TE1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1347!SPC ND N     -   0.99992618  x   0.99994695  =   0.99987313
 TE1347!UTM  14      -   0.99992618  x   0.99965745  =   0.99958366
 TE1347
 TE1347|---------------------------------------------------------------------|
 TE1347| PID    Reference Object                     Distance      Geod. Az  |
 TE1347|                                                           dddmmss.s |
 TE1347| TE1349 FERO 2 RM 4                          14.204 METERS 08714     |
 TE1347| TE1344 FERO                                 65.961 METERS 21202     |
 TE1347| TE1348 FERO 2 RM 5                         113.505 METERS 26728     |
 TE1347| TE1343 FERO 2 AZ MK                                       2692638.7 |
 TE1347| TE2058 RUGBY PIERCE CO CTHSE DOME          APPROX. 5.3 KM 2862604.3 |
 TE1347| TE2061 RUGBY MUNICIPAL TANK                APPROX. 5.7 KM 2881117.2 |
 TE1347|---------------------------------------------------------------------|
 TE1347
 TE1347                          SUPERSEDED SURVEY CONTROL
 TE1347
 TE1347  NAD 83(1986)-  48 21 17.71722(N)    099 55 23.02203(W) AD(       ) 3
 TE1347  NAD 27      -  48 21 17.72430(N)    099 55 21.54107(W) AD(       ) 3
 TE1347  NGVD 29 (07/19/86)  492.71   (m)         1616.5    (f) LEVELING    3  
 TE1347
 TE1347.Superseded values are not recommended for survey control.
 TE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1347.See file dsdata.txt to determine how the superseded data were derived.
 TE1347
 TE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3161856161(NAD 83)
 TE1347_MARKER: DR = REFERENCE MARK DISK
 TE1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1347_SP_SET: MONUMENT
 TE1347_STAMPING: FERO 2 1976
 TE1347_MARK LOGO: NGS   
 TE1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1347+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 TE1347
 TE1347  HISTORY     - Date     Condition        Report By
 TE1347  HISTORY     - 1976     MONUMENTED       NGS
 TE1347  HISTORY     - 1976     GOOD             NGS
 TE1347  HISTORY     - 1982     GOOD             NGS
 TE1347  HISTORY     - 20000913 GOOD             NDHD
 TE1347
 TE1347                          STATION DESCRIPTION
 TE1347
 TE1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TE1347'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF RUGBY,
 TE1347'ON THE TOP OF A HILL, ALONG THE NORTH SIDE OF U.S. HIGHWAY 2,
 TE1347'ON PROPERTY OWNED BY MR. TONY KOBLE WHO LIVES ON A FARM ABOUT
 TE1347'2-1/2 MILES WEST-NORTHWEST OF THE STATION.
 TE1347'
 TE1347'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE1347'STATE HIGHWAY 3 AT THE SOUTH EDGE OF RUGBY, GO EAST ON
 TE1347'HIGHWAY 2 FOR 3.0 MILES TO A GRAVELED ROAD LEADING SOUTH AND A
 TE1347'SECTION LINE TRACK ROAD LEADING NORTH AND THE AZIMUTH MARK ON
 TE1347'THE LEFT AS DESCRIBED, CONTINUE EAST ON HIGHWAY 2 FOR 0.5 MILE
 TE1347'TO A FIELD ENTRANCE ON THE LEFT AND THE STATION AS DESCRIBED.
 TE1347'
 TE1347'THE STATION MARKS ARE STANDARD DISKS STAMPED FERO 2 1976.  THE
 TE1347'SURFACE STATION MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 TE1347'FLUSH WITH THE GROUND.  IT IS 95 FEET NORTH OF THE CENTER OF THE
 TE1347'WEST BOUND LANES OF U.S. HIGHWAY 2, 67 FEET EAST OF THE APPROXIMATE
 TE1347'CENTER OF A FIELD ENTRANCE, 9 FEET SOUTHEAST OF A POWER POLE, AND 8
 TE1347'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND STATION
 TE1347'MARK IS SET 3-1/2 FEET BELOW GROUND SURFACE.
 TE1347'
 TE1347'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED FERO 2 NO 4
 TE1347'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TE1347'GROUND.  IT IS 114 FEET EAST OF THE APPROXIMATE CENTER OF THE FIELD
 TE1347'ENTRANCE, 97 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES
 TE1347'OF HIGHWAY 2, 52 FEET WEST OF A POWER POLE, AND 47 FEET EAST OF
 TE1347'THE METAL WITNESS POST.
 TE1347'
 TE1347'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED FERO 2 NO 5
 TE1347'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TE1347'GROUND.  IT IS 93 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES
 TE1347'OF THE HIGHWAY, 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 TE1347'FIELD ENTRANCE, 41 FEET WEST OF A POWER POLE, AND 45 FEET WEST OF
 TE1347'THE METAL WITNESS POST.
 TE1347'
 TE1347'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FERO 2 1976, SET IN
 TE1347'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 TE1347'72 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 2,
 TE1347'32 FEET WEST OF THE CENTER OF THE SECTION LINE TRACK ROAD, 3 FEET
 TE1347'EAST OF A TELEPHONE POLE, AND 1.7 FEET EAST OF A METAL WITNESS
 TE1347'POST.
 TE1347'
 TE1347'NEAREST TOWN--RUGBY.
 TE1347
 TE1347                          STATION RECOVERY (1976)
 TE1347
 TE1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1347'3.5 MI ESE FROM RUGBY.
 TE1347'3.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH STATE
 TE1347'HIGHWAY 3 AT RUGBY, 95 FEET NORTH OF THE CENTER OF THE WEST BOUND
 TE1347'LANES OF THE HIGHWAY, 67 FEET EAST OF THE APPROXIMATE CENTER OF THE
 TE1347'FIELD ENTRANCE, 9 FEET SOUTHEAST OF A POWER POLE, 8 FEET SOUTH OF A
 TE1347'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 TE1347'FLUSH WITH THE GROUND, ON PROPERTY OF MR. TONY KOBLE OF RUGBY.
 TE1347
 TE1347                          STATION RECOVERY (1982)
 TE1347
 TE1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1347'RECOVERED IN GOOD CONDITION.
 TE1347
 TE1347                          STATION RECOVERY (2000)
 TE1347
 TE1347'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1347'STAMPED - 'FERO 2  1976'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1343 ***********************************************************************
 TE1343  DESIGNATION -  FERO 2 AZ MK
 TE1343  PID         -  TE1343
 TE1343  STATE/COUNTY-  ND/PIERCE
 TE1343  USGS QUAD   -  RUGBY (1980)
 TE1343
 TE1343                         *CURRENT SURVEY CONTROL
 TE1343  ___________________________________________________________________
 TE1343* NAD 83(1986)-  48 21 18.     (N)    099 56 07.     (W)     SCALED    
 TE1343* NAVD 88     -       480.002  (meters)    1574.81   (feet)  ADJUSTED  
 TE1343  ___________________________________________________________________
 TE1343  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TE1343  DYNAMIC HT  -         480.095 (meters)    1575.11  (feet)  COMP
 TE1343  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TE1343
 TE1343  VERT ORDER  -  FIRST     CLASS II
 TE1343
 TE1343.The horizontal coordinates were scaled from a topographic map and have
 TE1343.an estimated accuracy of +/- 6 seconds.
 TE1343
 TE1343.The orthometric height was determined by differential leveling
 TE1343.and adjusted by the National Geodetic Survey in June 1991..
 TE1343
 TE1343.The geoid height was determined by GEOID03.
 TE1343
 TE1343.The dynamic height is computed by dividing the NAVD 88
 TE1343.geopotential number by the normal gravity value computed on the
 TE1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1343.degrees latitude (g = 980.6199 gals.).
 TE1343
 TE1343.The modeled gravity was interpolated from observed gravity values.
 TE1343
 TE1343;                    North         East    Units  Estimated Accuracy
 TE1343;SPC ND N     -   150,810.      641,850.      MT  (+/- 180 meters Scaled)
 TE1343
 TE1343                          SUPERSEDED SURVEY CONTROL
 TE1343
 TE1343.No superseded survey control is available for this station.
 TE1343
 TE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU307561(NAD 83)
 TE1343_MARKER: DZ = AZIMUTH MARK DISK
 TE1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1343_SP_SET: MONUMENT
 TE1343_STAMPING: FERO 2 1976
 TE1343_MARK LOGO: NGS   
 TE1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1343
 TE1343  HISTORY     - Date     Condition        Report By
 TE1343  HISTORY     - 1976     MONUMENTED       NGS
 TE1343  HISTORY     - 1982     GOOD             NGS
 TE1343
 TE1343                          STATION DESCRIPTION
 TE1343
 TE1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1343'3 MI ESE FROM RUGBY.
 TE1343'3 MILES EAST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH STATE HIGHWAY
 TE1343'3 AT RUGBY, 72 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 TE1343'HIGHWAY 2, 32 FEET WEST OF THE CENTER OF THE SECTION LINE TRACK ROAD,
 TE1343'3 FEET EAST OF A TELEPHONE POLE, 1.7 FEET EAST OF A METAL WITNESS
 TE1343'POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TE1343'GROUND, ON HIGHWAY RIGHT-OF-WAY.  THE DISK WAS REMOVED FROM FERO 1946
 TE1343'AZI AT THIS TIME.  NOTE-- THIS MARK SHOULD BE USED WITH CAUTION AS
 TE1343'BENCH MARK FERO 1946 AZI APPEARED TO BE TILTED SLIGHTLY TO THE WEST.
 TE1343
 TE1343                          STATION RECOVERY (1982)
 TE1343
 TE1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1349 ***********************************************************************
 TE1349  DESIGNATION -  FERO 2 RM 4
 TE1349  PID         -  TE1349
 TE1349  STATE/COUNTY-  ND/PIERCE
 TE1349  USGS QUAD   -  RUGBY (1980)
 TE1349
 TE1349                         *CURRENT SURVEY CONTROL
 TE1349  ___________________________________________________________________
 TE1349* NAD 83(1986)-  48 21 17.     (N)    099 55 25.     (W)     SCALED    
 TE1349* NAVD 88     -       492.718  (meters)    1616.53   (feet)  ADJUSTED  
 TE1349  ___________________________________________________________________
 TE1349  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TE1349  DYNAMIC HT  -         492.814 (meters)    1616.84  (feet)  COMP
 TE1349  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TE1349
 TE1349  VERT ORDER  -  FIRST     CLASS II
 TE1349
 TE1349.The horizontal coordinates were scaled from a topographic map and have
 TE1349.an estimated accuracy of +/- 6 seconds.
 TE1349
 TE1349.The orthometric height was determined by differential leveling
 TE1349.and adjusted by the National Geodetic Survey in June 1991..
 TE1349
 TE1349.The geoid height was determined by GEOID03.
 TE1349
 TE1349.The dynamic height is computed by dividing the NAVD 88
 TE1349.geopotential number by the normal gravity value computed on the
 TE1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1349.degrees latitude (g = 980.6199 gals.).
 TE1349
 TE1349.The modeled gravity was interpolated from observed gravity values.
 TE1349
 TE1349;                    North         East    Units  Estimated Accuracy
 TE1349;SPC ND N     -   150,780.      642,720.      MT  (+/- 180 meters Scaled)
 TE1349
 TE1349                          SUPERSEDED SURVEY CONTROL
 TE1349
 TE1349.No superseded survey control is available for this station.
 TE1349
 TE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU315561(NAD 83)
 TE1349_MARKER: DR = REFERENCE MARK DISK
 TE1349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1349_SP_SET: MONUMENT
 TE1349_STAMPING: FERO 2 NO 4 1976
 TE1349_MARK LOGO: NGS   
 TE1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1349
 TE1349  HISTORY     - Date     Condition        Report By
 TE1349  HISTORY     - 1976     MONUMENTED       NGS
 TE1349  HISTORY     - 1982     GOOD             NGS
 TE1349
 TE1349                          STATION DESCRIPTION
 TE1349
 TE1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1349'3.5 MI ESE FROM RUGBY.
 TE1349'3.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH STATE
 TE1349'HIGHWAY 3 IN THE SOUTH PART OF RUGBY, 114 FEET EAST OF THE APPROXIMATE
 TE1349'CENTER OF A FIELD ENTRANCE, 97 FEET NORTH OF THE CENTER OF THE WEST
 TE1349'BOUND LANES OF THE HIGHWAY, 52 FEET WEST OF A POWER POLE, 47 FEET EAST
 TE1349'OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 TE1349'MONUMENT FLUSH WITH THE GROUND, ON PROPERTY OF MR. TONY KOBLE OF
 TE1349'RUGBY.
 TE1349
 TE1349                          STATION RECOVERY (1982)
 TE1349
 TE1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1348 ***********************************************************************
 TE1348  DESIGNATION -  FERO 2 RM 5
 TE1348  PID         -  TE1348
 TE1348  STATE/COUNTY-  ND/PIERCE
 TE1348  USGS QUAD   -  RUGBY (1980)
 TE1348
 TE1348                         *CURRENT SURVEY CONTROL
 TE1348  ___________________________________________________________________
 TE1348* NAD 83(1986)-  48 21 17.     (N)    099 55 25.     (W)     SCALED    
 TE1348* NAVD 88     -       493.210  (meters)    1618.14   (feet)  ADJUSTED  
 TE1348  ___________________________________________________________________
 TE1348  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 TE1348  DYNAMIC HT  -         493.306 (meters)    1618.45  (feet)  COMP
 TE1348  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TE1348
 TE1348  VERT ORDER  -  FIRST     CLASS II
 TE1348
 TE1348.The horizontal coordinates were scaled from a topographic map and have
 TE1348.an estimated accuracy of +/- 6 seconds.
 TE1348
 TE1348.The orthometric height was determined by differential leveling
 TE1348.and adjusted by the National Geodetic Survey in June 1991..
 TE1348
 TE1348.The geoid height was determined by GEOID03.
 TE1348
 TE1348.The dynamic height is computed by dividing the NAVD 88
 TE1348.geopotential number by the normal gravity value computed on the
 TE1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1348.degrees latitude (g = 980.6199 gals.).
 TE1348
 TE1348.The modeled gravity was interpolated from observed gravity values.
 TE1348
 TE1348;                    North         East    Units  Estimated Accuracy
 TE1348;SPC ND N     -   150,780.      642,720.      MT  (+/- 180 meters Scaled)
 TE1348
 TE1348                          SUPERSEDED SURVEY CONTROL
 TE1348
 TE1348.No superseded survey control is available for this station.
 TE1348
 TE1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU315561(NAD 83)
 TE1348_MARKER: DR = REFERENCE MARK DISK
 TE1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1348_SP_SET: MONUMENT
 TE1348_STAMPING: FERO 2 NO 5 1976
 TE1348_MARK LOGO: NGS   
 TE1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1348
 TE1348  HISTORY     - Date     Condition        Report By
 TE1348  HISTORY     - 1976     MONUMENTED       NGS
 TE1348  HISTORY     - 1982     GOOD             NGS
 TE1348
 TE1348                          STATION DESCRIPTION
 TE1348
 TE1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1348'3.5 MI ESE FROM RUGBY.
 TE1348'3.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH STATE
 TE1348'HIGHWAY 3 AT RUGBY, 93 FEET NORTH OF THE CENTER OF THE WEST BOUND
 TE1348'LANES OF THE HIGHWAY, 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 TE1348'FIELD ENTRANCE, 41 FEET WEST OF A POWER POLE, 45 FEET WEST OF A METAL
 TE1348'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 TE1348'WITH THE GROUND, ON PROPERTY OF MR. TONY KOBLE OF RUGBY.
 TE1348
 TE1348                          STATION RECOVERY (1982)
 TE1348
 TE1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1342 ***********************************************************************
 TE1342  DESIGNATION -  FERO AZ MK
 TE1342  PID         -  TE1342
 TE1342  STATE/COUNTY-  ND/PIERCE
 TE1342  USGS QUAD   -  RUGBY (1980)
 TE1342
 TE1342                         *CURRENT SURVEY CONTROL
 TE1342  ___________________________________________________________________
 TE1342* NAD 83(1986)-  48 21 16.     (N)    099 56 01.     (W)     SCALED    
 TE1342* NAVD 88     -       480.500  (meters)    1576.44   (feet)  ADJUSTED  
 TE1342  ___________________________________________________________________
 TE1342  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 TE1342  DYNAMIC HT  -         480.594 (meters)    1576.75  (feet)  COMP
 TE1342  MODELED GRAV-     980,790.2   (mgal)                       NAVD 88
 TE1342
 TE1342  VERT ORDER  -  FIRST     CLASS II
 TE1342
 TE1342.The horizontal coordinates were scaled from a topographic map and have
 TE1342.an estimated accuracy of +/- 6 seconds.
 TE1342
 TE1342.The orthometric height was determined by differential leveling
 TE1342.and adjusted by the National Geodetic Survey in June 1991..
 TE1342
 TE1342.The geoid height was determined by GEOID03.
 TE1342
 TE1342.The dynamic height is computed by dividing the NAVD 88
 TE1342.geopotential number by the normal gravity value computed on the
 TE1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1342.degrees latitude (g = 980.6199 gals.).
 TE1342
 TE1342.The modeled gravity was interpolated from observed gravity values.
 TE1342
 TE1342;                    North         East    Units  Estimated Accuracy
 TE1342;SPC ND N     -   150,750.      641,970.      MT  (+/- 180 meters Scaled)
 TE1342
 TE1342                          SUPERSEDED SURVEY CONTROL
 TE1342
 TE1342  NGVD 29 (??/??/92)  480.144  (m)         1575.27   (f) ADJ UNCH    1 2
 TE1342
 TE1342.Superseded values are not recommended for survey control.
 TE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1342.See file dsdata.txt to determine how the superseded data were derived.
 TE1342
 TE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU308561(NAD 83)
 TE1342_MARKER: DZ = AZIMUTH MARK DISK
 TE1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1342_STAMPING: FERO 1946
 TE1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1342+STABILITY: SURFACE MOTION
 TE1342
 TE1342  HISTORY     - Date     Condition        Report By
 TE1342  HISTORY     - 1946     MONUMENTED       CGS
 TE1342  HISTORY     - 1964     GOOD             NGS
 TE1342
 TE1342                          STATION DESCRIPTION
 TE1342
 TE1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1342'3.8 MI SE FROM RUGBY.
 TE1342'ABOUT 2.85 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1342'STATION AT RUGBY, THENCE 0.95 MILE SOUTH ALONG A TRAIL ROAD, IN S 9, T
 TE1342'156 N, R 72 W, AT THE INTERSECTION OF U.S. HIGHWAY 2 AND A GRAVELED
 TE1342'ROAD LEADING SOUTH, 84 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 TE1342'66 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 1.2 FEET NORTH
 TE1342'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 TE1342'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1969 ***********************************************************************
 TE1969  DESIGNATION -  FERRY
 TE1969  PID         -  TE1969
 TE1969  STATE/COUNTY-  ND/RAMSEY
 TE1969  USGS QUAD   -  CANDO SE (1994)
 TE1969
 TE1969                         *CURRENT SURVEY CONTROL
 TE1969  ___________________________________________________________________
 TE1969* NAD 83(1996)-  48 16 02.26730(N)    099 05 32.14595(W)     ADJUSTED  
 TE1969* NAVD 88     -       443.18   (+/-2cm)    1454.0    (feet)  VERTCON   
 TE1969  ___________________________________________________________________
 TE1969  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 TE1969  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 TE1969
 TE1969  HORZ ORDER  -  SECOND
 TE1969  VERT ORDER  -  THIRD ? (See Below)
 TE1969
 TE1969.The horizontal coordinates were established by classical geodetic methods
 TE1969.and adjusted by the National Geodetic Survey in January 1998..
 TE1969
 TE1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1969.The vertical order pertains to the NGVD 29 superseded value.
 TE1969
 TE1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1969
 TE1969.The geoid height was determined by GEOID03.
 TE1969
 TE1969;                    North         East     Units Scale Factor Converg.
 TE1969;SPC ND N     -   141,855.493   704,497.075   MT  0.99994091   +1 02 51.2
 TE1969;SPC ND N     -   465,405.16  2,311,342.11   iFT  0.99994091   +1 02 51.2
 TE1969;UTM  14      - 5,346,013.925   493,153.240   MT  0.99960058   -0 04 07.9
 TE1969
 TE1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1969!SPC ND N     -   0.99993423  x   0.99994091  =   0.99987515
 TE1969!UTM  14      -   0.99993423  x   0.99960058  =   0.99953484
 TE1969
 TE1969:                Primary Azimuth Mark                     Grid Az
 TE1969:SPC ND N     -  PENN ST PAUL EVAN LUTH CHURCH            177 02 47.5
 TE1969:UTM  14      -  PENN ST PAUL EVAN LUTH CHURCH            178 09 46.6
 TE1969
 TE1969|---------------------------------------------------------------------|
 TE1969| PID    Reference Object                     Distance      Geod. Az  |
 TE1969|                                                           dddmmss.s |
 TE1969| TE1977 PENN ST PAUL EVAN LUTH CHURCH       APPROX. 5.0 KM 1780538.7 |
 TE1969| TE1976 PENN IMM CONCEPTION CATH CH         APPROX. 5.0 KM 1793639.5 |
 TE1969| TE2316 FERRY RM 1                           32.473 METERS 18054     |
 TE1969| CO6826 FERRY RM 2                           45.330 METERS 26756     |
 TE1969| CO6825 FERRY AZ MK                                        2694538.4 |
 TE1969|---------------------------------------------------------------------|
 TE1969
 TE1969                          SUPERSEDED SURVEY CONTROL
 TE1969
 TE1969  NAD 83(1986)-  48 16 02.26691(N)    099 05 32.14347(W) AD(       ) 2
 TE1969  NAD 27      -  48 16 02.27000(N)    099 05 30.66200(W) AD(       ) 2
 TE1969  NGVD 29 (07/19/86)  442.81   (m)         1452.8    (f) LEVELING    3  
 TE1969
 TE1969.Superseded values are not recommended for survey control.
 TE1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1969.See file dsdata.txt to determine how the superseded data were derived.
 TE1969
 TE1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9315346014(NAD 83)
 TE1969_MARKER: DS = TRIANGULATION STATION DISK
 TE1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1969
 TE1969  HISTORY     - Date     Condition        Report By
 TE1969  HISTORY     - 1946     MONUMENTED       CGS
 TE1969
 TE1969                          STATION DESCRIPTION
 TE1969
 TE1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1969'THE STATION IS LOCATED ABOUT 4.8 MILES EAST OF CHURCHS FERRY,
 TE1969'3.4 MILES NORTH OF THE SMALL VILLAGE OF PENN, 57.5 FEET
 TE1969'SOUTHWEST OF THE INTERSECTION OF A GRAVELED CROSSROAD, 44 FEET
 TE1969'SOUTH OF THE APPROXIMATE CENTERLINE OF THE OLD U.S. HIGHWAY 2, 36
 TE1969'FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD
 TE1969'AND 8 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 TE1969'AND THE DISK IS STAMPED FERRY 1946.
 TE1969'
 TE1969'REFERENCE MARK NO. 1 IS 106.54 FEET SOUTH OF THE STATION, 40
 TE1969'FEET WEST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD
 TE1969'AND 1 FOOT EAST OF A WIRE FENCE LINE.  THE MARK PROJECTS 2
 TE1969'INCHES AND THE DISK IS STAMPED FERRY NO 1 1946.
 TE1969'
 TE1969'REFERENCE MARK NO. 2 IS 148.72 FEET WEST OF THE STATION, 50 FEET
 TE1969'SOUTH OF THE APPROXIMATE CENTERLINE OF THE OLD U.S. HIGHWAY
 TE1969'2 AND 2 FEET NORTH OF A WIRE FENCE LINE.  THE MARK PROJECTS
 TE1969'2 INCHES AND THE DISK IS STAMPED FERRY NO 2 1946.
 TE1969'
 TE1969'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 46 FEET SOUTH
 TE1969'OF THE APPROXIMATE CENTERLINE OF THE OLD U.S. HIGHWAY 2, 9 FEET
 TE1969'EAST OF THE APPROXIMATE CENTERLINE OF A FARM DRIVEWAY, 4-1/2
 TE1969'FEET NORTH OF AN IRON GATE POST AND 3 FEET SOUTH OF A WITNESS
 TE1969'POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED FERRY
 TE1969'1946.
 TE1969'
 TE1969'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND A
 TE1969'GRAVELED CROSS ROAD JUST SOUTH OF THE SMALL VILLAGE OF PENN,
 TE1969'GO NORTH ON GRAVELED ROAD FOR 0.1 MILE TO A RAILROAD CROSSING
 TE1969'AND A GRAIN ELEVATOR ON THE LEFT AND RIGHT.  CONTINUE ON NORTH
 TE1969'FOR 3.45 MILES TO A CROSS ROAD AND STATION ON THE LEFT AS
 TE1969'DESCRIBED.
 TE1969'
 TE1969'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE OLD
 TE1969'U.S. HIGHWAY FOR 0.4 MILE AND THE AZIMUTH MARK ON THE LEFT AS
 TE1969'DESCRIBED.
 TE1969'
 TE1969'OTHER OBJECTS WHICH CAN BE SEEN FROM THE GROUND.
 TE1969'
 TE1969'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1206 ***********************************************************************
 SM1206  DESIGNATION -  FESSENDEN MUNICIPAL TANK
 SM1206  PID         -  SM1206
 SM1206  STATE/COUNTY-  ND/WELLS
 SM1206  USGS QUAD   -  FESSENDEN WEST (1986)
 SM1206
 SM1206                         *CURRENT SURVEY CONTROL
 SM1206  ___________________________________________________________________
 SM1206* NAD 83(1996)-  47 38 50.40816(N)    099 37 45.91557(W)     ADJUSTED  
 SM1206* NAVD 88     -                                                        
 SM1206  ___________________________________________________________________
 SM1206  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 SM1206  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SM1206
 SM1206  HORZ ORDER  -  THIRD
 SM1206
 SM1206.The horizontal coordinates were established by classical geodetic methods
 SM1206.and adjusted by the National Geodetic Survey in January 1998..
 SM1206
 SM1206
 SM1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1206
 SM1206.The geoid height was determined by GEOID03.
 SM1206
 SM1206;                    North         East     Units Scale Factor Converg.
 SM1206;SPC ND N     -    72,340.748   665,405.107   MT  0.99996481   +0 38 52.2
 SM1206;SPC ND N     -   237,338.41  2,183,087.62   iFT  0.99996481   +0 38 52.2
 SM1206;UTM  14      - 5,277,296.137   452,729.012   MT  0.99962746   -0 27 54.6
 SM1206
 SM1206                          SUPERSEDED SURVEY CONTROL
 SM1206
 SM1206  NAD 83(1986)-  47 38 50.41417(N)    099 37 45.91247(W) AD(       ) 4
 SM1206  NAD 27      -  47 38 50.42200(N)    099 37 44.47400(W) AD(       ) 3
 SM1206
 SM1206.Superseded values are not recommended for survey control.
 SM1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1206.See file dsdata.txt to determine how the superseded data were derived.
 SM1206
 SM1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT5272977296(NAD 83)
 SM1206_MARKER: 53 = ELEVATED TANK
 SM1206
 SM1206  HISTORY     - Date     Condition        Report By
 SM1206  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1206
 SM1206                          STATION DESCRIPTION
 SM1206
 SM1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1206'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF THE TOWN
 SM1206'OF FESSENDEN, ABOUT 0.1 MILE N OF THE JUNCTION OF U.S. HIGHWAY
 SM1206'52 AND STATE HIGHWAY 15.  IT IS OF ALL STEEL CONSTRUCTION,
 SM1206'PAINTED BLACK AND HAS A PYRAMIDAL ROOF PAINTED SILVER.  THE
 SM1206'TANK WAS BUILT IN 1920 AND IS ABOUT 90 FEET HIGH.
 SM1206'
 SM1206'THE CENTER OF THE PYRAMIDAL ROOF IS THE POINT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0949 ***********************************************************************
 RR0949  DESIGNATION -  FIELD
 RR0949  PID         -  RR0949
 RR0949  STATE/COUNTY-  ND/MORTON
 RR0949  USGS QUAD   -  NORTH ALMONT (1980)
 RR0949
 RR0949                         *CURRENT SURVEY CONTROL
 RR0949  ___________________________________________________________________
 RR0949* NAD 83(1996)-  46 45 13.43426(N)    101 30 36.29202(W)     ADJUSTED  
 RR0949* NAVD 88     -       624.     (meters)    2047.     (feet)  SCALED    
 RR0949  ___________________________________________________________________
 RR0949  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 RR0949  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 RR0949
 RR0949  HORZ ORDER  -  THIRD
 RR0949
 RR0949.The horizontal coordinates were established by classical geodetic methods
 RR0949.and adjusted by the National Geodetic Survey in January 1998..
 RR0949
 RR0949.The orthometric height was scaled from a topographic map.
 RR0949
 RR0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0949
 RR0949.The geoid height was determined by GEOID03.
 RR0949
 RR0949;                    North         East     Units Scale Factor Converg.
 RR0949;SPC ND S     -   121,330.477   522,832.001   MT  0.99993685   -0 44 12.2
 RR0949;SPC ND S     -   398,065.87  1,715,328.09   iFT  0.99993685   -0 44 12.2
 RR0949;UTM  14      - 5,180,857.481   308,298.260   MT  1.00005172   -1 49 44.2
 RR0949
 RR0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0949!SPC ND S     -   0.99990525  x   0.99993685  =   0.99984211
 RR0949!UTM  14      -   0.99990525  x   1.00005172  =   0.99995697
 RR0949
 RR0949:                Primary Azimuth Mark                     Grid Az
 RR0949:SPC ND S     -  HOOK                                     107 23 41.9
 RR0949:UTM  14      -  HOOK                                     108 29 13.9
 RR0949
 RR0949|---------------------------------------------------------------------|
 RR0949| PID    Reference Object                     Distance      Geod. Az  |
 RR0949|                                                           dddmmss.s |
 RR0949| RR0903 HOOK                                APPROX. 8.5 KM 1063929.7 |
 RR0949|---------------------------------------------------------------------|
 RR0949
 RR0949                          SUPERSEDED SURVEY CONTROL
 RR0949
 RR0949  NAD 83(1986)-  46 45 13.42779(N)    101 30 36.28122(W) AD(       ) 3
 RR0949  NAD 27      -  46 45 13.42361(N)    101 30 34.76499(W) AD(       ) 3
 RR0949
 RR0949.Superseded values are not recommended for survey control.
 RR0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0949.See file dsdata.txt to determine how the superseded data were derived.
 RR0949
 RR0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0829880857(NAD 83)
 RR0949_MARKER: DD = SURVEY DISK
 RR0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0949+STABILITY: SURFACE MOTION
 RR0949
 RR0949  HISTORY     - Date     Condition        Report By
 RR0949  HISTORY     - 1958     MONUMENTED       USGS
 RR0949
 RR0949                          STATION DESCRIPTION
 RR0949
 RR0949'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0949'THE STATION IS LOCATED APPROX. 6.3 MI S. OF NORTH ALMONT AND APPROX.
 RR0949'1.5 MI N. OF ALMONT, T. 138 N., R. 86 W., NEAR THE SW. COR. SEC. 23.
 RR0949'
 RR0949'TO REACH THE STATION FROM THE RR. TRACKS AND MAIN N. - S. RD. AT NORTH
 RR0949'ALMONT, GO 6.3 MI S. ALONG MAIN GRAVEL RD. TO TOP OF HILL AND STATION
 RR0949'ON RIGHT AS DESCRIBED, THE STATION IS ON THE HIGH POINT OF SMALL TOP,
 RR0949'181 FT W. ALONG FENCE LINE FROM CENTER OF RD. AND E. - W. FENCE
 RR0949'CROSSING, 20 FT N. OF E. - W. FENCE, 20 FT N. OF WHITE WITNESS POST,
 RR0949'IN CONCRETE POST A STANDARD TABLET STAMPED---FIELD 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2283 ***********************************************************************
 TF2283  DESIGNATION -  FIELD
 TF2283  PID         -  TF2283
 TF2283  STATE/COUNTY-  ND/BOTTINEAU
 TF2283  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF2283
 TF2283                         *CURRENT SURVEY CONTROL
 TF2283  ___________________________________________________________________
 TF2283* NAD 83(1996)-  48 58 06.57952(N)    100 18 44.89502(W)     ADJUSTED  
 TF2283* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 TF2283  ___________________________________________________________________
 TF2283  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 TF2283  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TF2283
 TF2283  HORZ ORDER  -  THIRD
 TF2283
 TF2283.The horizontal coordinates were established by classical geodetic methods
 TF2283.and adjusted by the National Geodetic Survey in January 1998..
 TF2283
 TF2283.The orthometric height was scaled from a topographic map.
 TF2283
 TF2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2283
 TF2283.The geoid height was determined by GEOID03.
 TF2283
 TF2283;                    North         East     Units Scale Factor Converg.
 TF2283;SPC ND N     -   218,890.620   613,731.241   MT  1.00005515   +0 08 22.4
 TF2283;SPC ND N     -   718,145.08  2,013,553.94   iFT  1.00005515   +0 08 22.4
 TF2283;UTM  14      - 5,424,783.443   403,943.185   MT  0.99971335   -0 59 24.5
 TF2283
 TF2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2283!SPC ND N     -   0.99989844  x   1.00005515  =   0.99995358
 TF2283!UTM  14      -   0.99989844  x   0.99971335  =   0.99961182
 TF2283
 TF2283:                Primary Azimuth Mark                     Grid Az
 TF2283:SPC ND N     -  FISH                                     347 51 43.8
 TF2283:UTM  14      -  FISH                                     348 59 30.7
 TF2283
 TF2283|---------------------------------------------------------------------|
 TF2283| PID    Reference Object                     Distance      Geod. Az  |
 TF2283|                                                           dddmmss.s |
 TF2283| TF2284 FISH                                APPROX. 4.8 KM 3480006.2 |
 TF2283|---------------------------------------------------------------------|
 TF2283
 TF2283                          SUPERSEDED SURVEY CONTROL
 TF2283
 TF2283  NAD 83(1986)-  48 58 06.56942(N)    100 18 44.89043(W) AD(       ) 3
 TF2283
 TF2283.Superseded values are not recommended for survey control.
 TF2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2283.See file dsdata.txt to determine how the superseded data were derived.
 TF2283
 TF2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0394324783(NAD 83)
 TF2283_MARKER: H = DRILL HOLE
 TF2283_SETTING: 80 = SET IN A BOULDER
 TF2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2283+STABILITY: SURFACE MOTION
 TF2283
 TF2283  HISTORY     - Date     Condition        Report By
 TF2283  HISTORY     - 1910     MONUMENTED       IBC
 TF2283
 TF2283                          STATION DESCRIPTION
 TF2283
 TF2283'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2283'ABOUT 2 MILES SOUTH AND A LITTLE WEST OF INTERNATIONAL BOUNDARY
 TF2283'MONUMENT 704, IN SW 1/4 SECTION 6, TOWNSHIP 163 N, RANGE 74 W, FIFTH
 TF2283'PRINCIPAL MERIDIAN, ABOUT 120 METERS EAST OF THE WEST SIDE OF THE
 TF2283'SECTION.
 TF2283'
 TF2283'STATION MARK--A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2135 ***********************************************************************
 TE2135  DESIGNATION -  FIELD
 TE2135  PID         -  TE2135
 TE2135  STATE/COUNTY-  ND/TOWNER
 TE2135  USGS QUAD   -  HANSBORO (1969)
 TE2135
 TE2135                         *CURRENT SURVEY CONTROL
 TE2135  ___________________________________________________________________
 TE2135* NAD 83(1996)-  48 58 55.44062(N)    099 28 20.74508(W)     ADJUSTED  
 TE2135* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 TE2135  ___________________________________________________________________
 TE2135  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 TE2135  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 TE2135
 TE2135  HORZ ORDER  -  THIRD
 TE2135
 TE2135.The horizontal coordinates were established by classical geodetic methods
 TE2135.and adjusted by the National Geodetic Survey in January 1998..
 TE2135
 TE2135.The orthometric height was scaled from a topographic map.
 TE2135
 TE2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2135
 TE2135.The geoid height was determined by GEOID03.
 TE2135
 TE2135;                    North         East     Units Scale Factor Converg.
 TE2135;SPC ND N     -   220,885.302   675,218.383   MT  1.00005885   +0 45 52.7
 TE2135;SPC ND N     -   724,689.31  2,215,283.41   iFT  1.00005885   +0 45 52.7
 TE2135;UTM  14      - 5,425,569.765   465,432.986   MT  0.99961468   -0 21 23.2
 TE2135
 TE2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2135!SPC ND N     -   0.99992478  x   1.00005885  =   0.99998363
 TE2135!UTM  14      -   0.99992478  x   0.99961468  =   0.99953949
 TE2135
 TE2135:                Primary Azimuth Mark                     Grid Az
 TE2135:SPC ND N     -  HOME                                     351 50 37.3
 TE2135:UTM  14      -  HOME                                     352 57 53.2
 TE2135
 TE2135|---------------------------------------------------------------------|
 TE2135| PID    Reference Object                     Distance      Geod. Az  |
 TE2135|                                                           dddmmss.s |
 TE2135| TE2142 HOME                                APPROX. 6.0 KM 3523630.0 |
 TE2135|---------------------------------------------------------------------|
 TE2135
 TE2135                          SUPERSEDED SURVEY CONTROL
 TE2135
 TE2135  NAD 83(1986)-  48 58 55.43732(N)    099 28 20.72302(W) AD(       ) 3
 TE2135
 TE2135.Superseded values are not recommended for survey control.
 TE2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2135.See file dsdata.txt to determine how the superseded data were derived.
 TE2135
 TE2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6543325570(NAD 83)
 TE2135_MARKER: DD = SURVEY DISK
 TE2135_SETTING: 0 = UNSPECIFIED SETTING
 TE2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE2135
 TE2135  HISTORY     - Date     Condition        Report By
 TE2135  HISTORY     - 1911     MONUMENTED       IBC
 TE2135
 TE2135                          STATION DESCRIPTION
 TE2135
 TE2135'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2135'ABOUT 1-1/2 MILES SOUTHEAST OF THE INTERNATIONAL BOUNDARY MONUMENT
 TE2135'730, ON THE NORTHERN PART OF A FLAT - TOPPED RISE OF SOME PROMINENCE
 TE2135'IN THE SW 1/4 SECTION 33, TOWNSHIP 164 N, RANGE 68 W, FIFTH PRINCIPAL
 TE2135'MERIDIAN.  A SLIGHT MOUND OR KNOLL DISTINGUISHES THE POINT WHERE THE
 TE2135'STATION IS FROM OTHER PORTIONS OF THE RISE OF LAND.
 TE2135'
 TE2135'STATION MARK--ORIGINALLY MARKED BY A WOODEN HUB.  THE STATION WAS
 TE2135'RE - MARKED IN 1919.  THE SURFACE MARK IS A BRONZE DISK SET FLUSH
 TE2135'WITH THE GROUND IN A STONE 6 BY 10 BY 16 INCHES.  THE SUBSURFACE IS A
 TE2135'CROSS CUT IN A STONE 6 BY 10 BY 10 INCHES , SET 20 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0750 ***********************************************************************
 RQ0750  DESIGNATION -  FIEST RESET
 RQ0750  PID         -  RQ0750
 RQ0750  STATE/COUNTY-  ND/MCINTOSH
 RQ0750  USGS QUAD   -  HAGUE SE (1980)
 RQ0750
 RQ0750                         *CURRENT SURVEY CONTROL
 RQ0750  ___________________________________________________________________
 RQ0750* NAD 83(1996)-  46 00 18.81384(N)    099 49 55.33404(W)     ADJUSTED  
 RQ0750* NAVD 88     -       630.7    (meters)    2069.     (feet)  VERTCON   
 RQ0750  ___________________________________________________________________
 RQ0750  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 RQ0750  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 RQ0750
 RQ0750  HORZ ORDER  -  FIRST
 RQ0750
 RQ0750.The horizontal coordinates were established by classical geodetic methods
 RQ0750.and adjusted by the National Geodetic Survey in January 1998..
 RQ0750
 RQ0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0750
 RQ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0750
 RQ0750.The geoid height was determined by GEOID03.
 RQ0750
 RQ0750;                    North         East     Units Scale Factor Converg.
 RQ0750;SPC ND S     -    37,853.519   651,739.162   MT  1.00003977   +0 29 13.9
 RQ0750;SPC ND S     -   124,191.34  2,138,251.84   iFT  1.00003977   +0 29 13.9
 RQ0750;SPC SD N     -   241,376.684   613,010.731   MT  1.00007807   +0 07 07.9
 RQ0750;SPC SD N     -   791,916.67  2,011,186.04   sFT  1.00007807   +0 07 07.9
 RQ0750;UTM  14      - 5,094,964.657   435,579.574   MT  0.99965102   -0 35 54.9
 RQ0750
 RQ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0750!SPC ND S     -   0.99990464  x   1.00003977  =   0.99994440
 RQ0750!SPC SD N     -   0.99990464  x   1.00007807  =   0.99998270
 RQ0750!UTM  14      -   0.99990464  x   0.99965102  =   0.99955569
 RQ0750
 RQ0750:                Primary Azimuth Mark                     Grid Az
 RQ0750:SPC ND S     -  FIEST AZ MK                              081 04 15.8
 RQ0750:SPC SD N     -  FIEST AZ MK                              081 26 21.8
 RQ0750:UTM  14      -  FIEST AZ MK                              082 09 24.6
 RQ0750
 RQ0750|---------------------------------------------------------------------|
 RQ0750| PID    Reference Object                     Distance      Geod. Az  |
 RQ0750|                                                           dddmmss.s |
 RQ0750| CO4946 FIEST AZ MK                                        0813329.7 |
 RQ0750| CO4948 FIEST RM 1                                         08551     |
 RQ0750| QR0699 ZEELAND ST ANDREWS CATH CH          APPROX. 3.9 KM 1761107.9 |
 RQ0750| QR0698 ZEELAND GERMAN LUTH CH CROSS        APPROX. 3.9 KM 1801214.3 |
 RQ0750| QR0697 ZEELAND HOFFENSTOFF REFORM CH       APPROX. 3.8 KM 1814957.2 |
 RQ0750| CO4949 FIEST RM 2                                         26812     |
 RQ0750| RQ0752 HAGUE ST MARYS CATHEDRAL CROSS      APPROX.13.2 KM 2803918.8 |
 RQ0750| CO4947 FIEST AZ MK 2                                      3405642.1 |
 RQ0750| RQ0749 ST JOHNS CATH CH N OF ZEELAND       APPROX. 4.1 KM 3551020.3 |
 RQ0750| CO4950 FIEST RM 3                                         35517     |
 RQ0750|---------------------------------------------------------------------|
 RQ0750
 RQ0750                          SUPERSEDED SURVEY CONTROL
 RQ0750
 RQ0750  NAD 83(1986)-  46 00 18.80704(N)    099 49 55.32485(W) AD(       ) 1
 RQ0750  NAD 27      -  46 00 18.86400(N)    099 49 53.89100(W) AD(       ) 1
 RQ0750  NGVD 29 (07/19/86)  630.3    (m)         2068.     (f) VERT ANG       
 RQ0750
 RQ0750.Superseded values are not recommended for survey control.
 RQ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0750.See file dsdata.txt to determine how the superseded data were derived.
 RQ0750
 RQ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR3558094965(NAD 83)
 RQ0750_MARKER: DS = TRIANGULATION STATION DISK
 RQ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0750
 RQ0750  HISTORY     - Date     Condition        Report By
 RQ0750  HISTORY     - 1934     MONUMENTED       CGS
 RQ0750  HISTORY     - 1959     GOOD             CGS
 RQ0750  HISTORY     - 1974     GOOD             USGS
 RQ0750  HISTORY     - 1976     GOOD             NGS
 RQ0750
 RQ0750                          STATION DESCRIPTION
 RQ0750
 RQ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0750'STATION IS LOCATED ABOUT 2.5 MILES N OF ZEELAND AND 8 MILES
 RQ0750'E OF HAGUE IN SW 1/4 OF SEC. 9, T 129 N, R 73 W, ON TOP OF A
 RQ0750'LONG FLAT RIDGE ON LAND OWNED BY JOE FIEST WHO LIVES ABOUT ONE
 RQ0750'MILE NNW, PROPERTY RENTED BY JOE SILBERNAGLE.  MARK IS PLACED
 RQ0750'JUST INSIDE FENCE OF SECTION LINE ROAD ABOUT 0.25 MILE E OF
 RQ0750'SECTION CORNER.
 RQ0750'
 RQ0750'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RQ0750'BRONZE DISKS SET IN CONCRETE.
 RQ0750'
 RQ0750'REFERENCE MARK NO. 1 IS 45.280 METERS (148.56 FEET) DUE E OF
 RQ0750'STATION SET IN SAME FENCE LINE AS STATION.
 RQ0750'
 RQ0750'REFERENCE MARK NO. 2 IS 46.880 METERS (153.81 FEET) DUE W OF
 RQ0750'STATION SET 3 FEET N OF E-W FENCE LINE.
 RQ0750'
 RQ0750'AZIMUTH MARK, DISTANT 0.6 MILE, IS REACHED BY FOLLOWING FENCE
 RQ0750'AT STATION E AND N FOR 0.6 MILE TO MARK IN FENCE LINE.
 RQ0750'
 RQ0750'TO REACH STATION FROM ZEELAND GO W 0.4 MILE, THENCE N 2.2
 RQ0750'MILES ON GRAVEL ROAD TO HOUSE OCCUPIED BY JOE SILBERNAGLE,
 RQ0750'TURN E FOR ABOUT 50 FEET, THENCE S ON W SIDE OF FENCE FOR
 RQ0750'0.15 MILE THENCE E ALONG S SIDE OF FENCE 0.25 MILE TO STATION.
 RQ0750'
 RQ0750'HEIGHT OF LIGHT ABOVE STATION MARK - 25.8 METERS.
 RQ0750
 RQ0750                          STATION RECOVERY (1959)
 RQ0750
 RQ0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0750'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 RQ0750'CONDITION.  STATION RECOVERED AS DESCRIBED EXCEPT THE FENCE
 RQ0750'NEAR THE STATION MARK IS NEAR THE ONE-HALF SECTION LINE INSTEAD
 RQ0750'OF THE SECTION LINE AS ORIGINALLY DESCRIBED.  THE AZIMUTH
 RQ0750'MARK WAS NOT RECOVERED BUT THERE WAS NO INDICATION THAT THIS
 RQ0750'MARK HAD BEEN DESTROYED.  MARK COULD EITHER BE COVERED BY ROCKS
 RQ0750'THAT HAVE BEEN PILED ALONG THE OLD FENCE LINE OR BY DRIFTED
 RQ0750'TOPSOIL.
 RQ0750'
 RQ0750'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ZEELAND
 RQ0750'IS ADEQUATE.
 RQ0750
 RQ0750                          STATION RECOVERY (1974)
 RQ0750
 RQ0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 RQ0750'RECOVERED IN GOOD CONDITION.
 RQ0750
 RQ0750                          STATION RECOVERY (1976)
 RQ0750
 RQ0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RQ0750'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RQ0750'CONDITION.  REFERENCE MARK NO. 2 WAS NOT FOUND AND APPARENTLY IS
 RQ0750'COVERED BY A LARGE PILE OF ROCKS.  THE AZIMUTH MARK WAS NOT
 RQ0750'RECOVERED, IT MAY STILL BE INTACT BUT COVERED WITH ROCKS.  THE
 RQ0750'STATION MARK IS IN A CULTIVATED FIELD, IT WAS FOUND PROJECTING
 RQ0750'6-INCHES ABOVE GROUND LEVEL, THE POSITION OF THE MARK WAS HELD
 RQ0750'AND THE MARK REMOVED, IT CHECKED GOOD WITH THE UNDERGROUND
 RQ0750'STATION MARK.  THE UNDERGROUND STATION MARK WAS LEFT INTACT
 RQ0750'AND A NEW SURFACE STATION MARK WAS PLUMBED OVER IT AND SET
 RQ0750'AT 14-INCHES BELOW GROUND LEVEL, AN IRON PLATE WAS PLACED ON THE
 RQ0750'TOP OF THE MARK TO AID IN ITS RECOVERY.  REFERENCE MARK NO. 3
 RQ0750'AND AN AZIMUTH MARK WERE SET.
 RQ0750'
 RQ0750'A NEW DESCRIPTION FOLLOWS--
 RQ0750'
 RQ0750'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF ZEELAND AND 8 MILES
 RQ0750'EAST OF HAGUE, IN A CULTIVATED FIELD ON THE TOP OF A LONG FLAT
 RQ0750'RIDGE, AND 0.25 MILE EAST OF COUNTY ROAD 55.  THE STATION MARK AND
 RQ0750'REFERENCE MARK NO. 3 ARE ON PROPERTY OWNED BY MR. HENRY DELZER AND
 RQ0750'FARMED BY MR. CHRIST RUTZKI OF ZEELAND.  REFERENCE MARK NO. 1 IS
 RQ0750'HAY LAND OWNED BY MR. FRANK J. FIEST OF ZEELAND.  THE AZIMUTH MARK
 RQ0750'IS ON THE ROAD RIGHT-OF-WAY.
 RQ0750'
 RQ0750'TO REACH THE STATION FROM THE TOWN HALL IN ZEELAND, GO NORTH ON THE
 RQ0750'MAIN STREET 0.4 MILE TO WHERE THE ROAD TURNS LEFT, TURN LEFT AND GO
 RQ0750'WEST 0.4 MILE, THENCE NORTH 1.95 MILE ON COUNTY ROAD 55 TO A FIELD
 RQ0750'ENTRANCE ON THE RIGHT AT THE SOUTHWEST CORNER OF A FARMSTEAD, TURN
 RQ0750'RIGHT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.2 MILE
 RQ0750'TO REFERENCE MARK NO. 3 ON THE LEFT AND THE STATION MARK ON THE
 RQ0750'TOP OF THE RIDGE TO THE SOUTH AS DESCRIBED.
 RQ0750'
 RQ0750'TO REACH THE AZIMUTH MARK FROM THE FIELD ENTRANCE, CONTINUE NORTH ON
 RQ0750'COUNTY ROAD 55 FOR 0.7 MILE TO THE JUNCTION WITH STATE HIGHWAY 11
 RQ0750'LEADING NORTH AND THE AZIMUTH MARK ON THE LEFT AT THE DRIVEWAY
 RQ0750'LEADING WEST INTO THE FARMSTEAD OF MR. ANTON FIEST.
 RQ0750'
 RQ0750'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED FIEST 1934,
 RQ0750'SET IN THE TOP OF AN IRREGULAR SHAPED MASS OF CONCRETE 3-1/2 FEET
 RQ0750'BELOW GROUND LEVEL.  THE SURFACE STATION MARK IS A STANDARD DISK
 RQ0750'STAMPED FIEST 1934 1976, SET IN THE TOP OF A ROUND CONCRETE
 RQ0750'MONUMENT 14-INCHES BELOW GROUND LEVEL.  THE MARKS ARE 369 FEET
 RQ0750'SOUTH OF THE FENCE LINE, 18 FEET WEST OF THE APPROXIMATE PROPERTY
 RQ0750'LINE, 15 FEET WEST OF THE WEST END OF A LONG PILE OF ROCKS, AND
 RQ0750'20 FEET WEST OF A METAL WITNESS POST.
 RQ0750'
 RQ0750'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FIEST NO 1 1934,
 RQ0750'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0750'4-INCHES.  IT IS 356 FEET SOUTH OF THE FENCE, 130 FEET EAST OF THE
 RQ0750'APPROXIMATE PROPERTY LINE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 RQ0750'AND ALONG THE NORTH EDGE OF A LONG PILE OF ROCKS, APPARENTLY
 RQ0750'ALONG THE OLD FENCE LINE WHICH HAS BEEN REMOVED.
 RQ0750'
 RQ0750'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FIEST 1934 NO 3
 RQ0750'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0750'10-INCHES.  IT IS AT THE NORTH EDGE OF A CULTIVATED FIELD AND AT
 RQ0750'THE SOUTH EDGE OF A PASTURE, 45 FEET WEST OF THE APPROXIMATE
 RQ0750'PROPERTY LINE, 0.5 FOOT SOUTH OF A FENCE, AND 2.0 FEET EAST OF A
 RQ0750'METAL WITNESS POST.
 RQ0750'
 RQ0750'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIEST 1934 1976, SET
 RQ0750'IN TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS
 RQ0750'72 FEET WEST OF THE CENTER OF COUNTY ROAD 55, 54 FEET SOUTH OF THE
 RQ0750'CENTER OF THE DRIVEWAY, 3.5 FEET SOUTHEAST OF A CORNER FENCE POST,
 RQ0750'2 FEET EAST OF A FENCE, AND 1.8 FEET NORTH OF A METAL WITNESS
 RQ0750'POST.
 RQ0750'
 RQ0750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.5 MILES
 RQ0750'N OF ZEELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0111 ***********************************************************************
 TG0111  DESIGNATION -  FIFTY
 TG0111  PID         -  TG0111
 TG0111  STATE/COUNTY-  ND/MOUNTRAIL
 TG0111  USGS QUAD   -  WESTBY LAKE (1978)
 TG0111
 TG0111                         *CURRENT SURVEY CONTROL
 TG0111  ___________________________________________________________________
 TG0111* NAD 83(1996)-  48 32 45.01944(N)    102 16 37.55949(W)     ADJUSTED  
 TG0111* NAVD 88     -       719.314  (meters)    2359.95   (feet)  ADJUSTED  
 TG0111  ___________________________________________________________________
 TG0111  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 TG0111  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0111  DYNAMIC HT  -         719.438 (meters)    2360.36  (feet)  COMP
 TG0111  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 TG0111
 TG0111  HORZ ORDER  -  FIRST
 TG0111  VERT ORDER  -  SECOND    CLASS 0
 TG0111
 TG0111.The horizontal coordinates were established by classical geodetic methods
 TG0111.and adjusted by the National Geodetic Survey in January 1998..
 TG0111
 TG0111.The orthometric height was determined by differential leveling
 TG0111.and adjusted by the National Geodetic Survey in June 1991..
 TG0111
 TG0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0111
 TG0111.The geoid height was determined by GEOID03.
 TG0111
 TG0111.The dynamic height is computed by dividing the NAVD 88
 TG0111.geopotential number by the normal gravity value computed on the
 TG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0111.degrees latitude (g = 980.6199 gals.).
 TG0111
 TG0111.The modeled gravity was interpolated from observed gravity values.
 TG0111
 TG0111;                    North         East     Units Scale Factor Converg.
 TG0111;SPC ND N     -   173,386.221   468,804.082   MT  0.99996823   -1 19 20.6
 TG0111;SPC ND N     -   568,852.43  1,538,071.14   iFT  0.99996823   -1 19 20.6
 TG0111;UTM  13      - 5,380,550.928   700,954.983   MT  1.00009617   +2 02 29.2
 TG0111
 TG0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0111!SPC ND N     -   0.99989022  x   0.99996823  =   0.99985845
 TG0111!UTM  13      -   0.99989022  x   1.00009617  =   0.99998638
 TG0111
 TG0111:                Primary Azimuth Mark                     Grid Az
 TG0111:SPC ND N     -  BETHLEHEM LUTH CHURCH STEEPLE            100 35 24.3
 TG0111:UTM  13      -  BETHLEHEM LUTH CHURCH STEEPLE            097 13 34.5
 TG0111
 TG0111|---------------------------------------------------------------------|
 TG0111| PID    Reference Object                     Distance      Geod. Az  |
 TG0111|                                                           dddmmss.s |
 TG0111| TG1751 BETHLEHEM LUTH CHURCH STEEPLE       APPROX. 9.8 KM 0991603.7 |
 TG0111| TG0113 FIFTY RM 1                           31.562 METERS 11344     |
 TG0111| TG0112 FIFTY RM 2                           29.873 METERS 18622     |
 TG0111| TG1804 LOSTWOOD FIRST ENGLISH LUTH CH      APPROX.13.3 KM 2341228.9 |
 TG0111| TG0108 C 238 RESET                                        2710606.1 |
 TG0111| CQ8371 FIFTY AZ MK                                        2720856.6 |
 TG0111| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX.14.0 KM 3144335.2 |
 TG0111| TG1754 NIOBE RADAR TOWER                   APPROX.11.0 KM 3492243.8 |
 TG0111|---------------------------------------------------------------------|
 TG0111
 TG0111                          SUPERSEDED SURVEY CONTROL
 TG0111
 TG0111  NAD 83(1986)-  48 32 45.02027(N)    102 16 37.55238(W) AD(       ) 1
 TG0111  NAD 27      -  48 32 44.92210(N)    102 16 35.95740(W) AD(       ) 1
 TG0111  NGVD 29 (??/??/92)  718.883  (m)         2358.54   (f) ADJ UNCH    2 0
 TG0111
 TG0111.Superseded values are not recommended for survey control.
 TG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0111.See file dsdata.txt to determine how the superseded data were derived.
 TG0111
 TG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0095580551(NAD 83)
 TG0111_MARKER: DS = TRIANGULATION STATION DISK
 TG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0111_STAMPING: FIFTY 1946
 TG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0111+STABILITY: SURFACE MOTION
 TG0111
 TG0111  HISTORY     - Date     Condition        Report By
 TG0111  HISTORY     - 1946     MONUMENTED       CGS
 TG0111  HISTORY     - 1962     GOOD             CGS
 TG0111  HISTORY     - 1963     GOOD             NGS
 TG0111  HISTORY     - 1964     GOOD             CGS
 TG0111
 TG0111                          STATION DESCRIPTION
 TG0111
 TG0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0111'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF THE SMALL
 TG0111'VILLAGE OF LOSTWOOD AND 6 MILES EAST OF THE JUNCTION OF STATE
 TG0111'HIGHWAY 8 AND 50.  IT IS LOCATED ON A KNOLL IN PASTURE LAND,
 TG0111'ABOUT 250 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 TG0111'HIGHWAY 50 AND 8 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS
 TG0111'3 INCHES AND THE DISK IS STAMPED FIFTY 1946
 TG0111'
 TG0111'REFERENCE MARK NO. 1 IS 103.55 FEET EAST-SOUTHEAST OF THE
 TG0111'STATION (SLOPE DISTANCE) AND ABOUT 9 FEET LOWER IN ELEVATION THAN
 TG0111'THE STATION MARK.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TG0111'STAMPED FIFTY NO 1 1946.
 TG0111'
 TG0111'REFERENCE MARK NO. 2 IS 98.01 FEET SOUTH OF THE STATION (SLOPE
 TG0111'DISTANCE) AND ABOUT 9 FEET LOWER IN ELEVATION THAN THE STATION
 TG0111'MARK.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FIFTY
 TG0111'NO 2 1946.
 TG0111'
 TG0111'THE AZIMUTH MARK IS 0.9 MILE WEST OF THE STATION, 38 FEET NORTH
 TG0111'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 50, 3 FEET EAST
 TG0111'OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 TG0111'PROJECTS 2 INCHES AND THE DISK IS STAMPED FIFTY 1946.
 TG0111'
 TG0111'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG0111'STATE HIGHWAY 8 WHICH IS 0.5 MILE NORTH OF THE TOWN OF STANLEY,
 TG0111'GO WEST AND NORTH ON STATE HIGHWAY 8 FOR 14.2 MILES TO THE
 TG0111'JUNCTION OF STATE HIGHWAY 50, TURN RIGHT ON STATE HIGHWAY 50
 TG0111'AND GO 5.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TG0111'CONTINUE EAST ON STATE HIGHWAY 50 FOR 0.9 MILE TO THE STATION ON
 TG0111'THE RIGHT AS DESCRIBED.
 TG0111'
 TG0111'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TG0111
 TG0111                          STATION RECOVERY (1962)
 TG0111
 TG0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0111'THE STATION IS LOCATED 6 MILES EAST AND 5 MILES NORTH OF THE
 TG0111'TOWN OF LOSTWOOD, IN THE NW 1/4 OF SEC. 2, T158N, R90W, ON
 TG0111'GRASS LAND OWNED BY MR. OLAF M. ANDERSON.
 TG0111'
 TG0111'TO REACH FROM THE POST OFFICE IN LOSTWOOD, GO SOUTH ON THE
 TG0111'GRAVELED ROAD FOR 0.2 MILE TO A T ROAD INTERSECTION.  TURN
 TG0111'LEFT AND GO EAST FOR 0.55 MILE TO STATE HIGHWAY 8.  TURN LEFT
 TG0111'AND GO NORTH ON STATE HIGHWAY 8 FOR 5 MILES TO THE JUNCTION
 TG0111'WITH STATE HIGHWAY 50.  TURN RIGHT AND GO EAST ON STATE HIGHWAY
 TG0111'50 FOR 5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 TG0111'ON STATE HIGHWAY 50 FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 TG0111'
 TG0111'THE STATION MARK IS A STANDARD DISK STAMPED FIFTY 1946 AND
 TG0111'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0111'PROJECTS 2 INCHES.  IT IS 185 FEET SOUTH OF THE CENTER OF A
 TG0111'GRAVELED ROAD, 99 FEET EAST OF THE CENTER OF A TRACK ROAD AND
 TG0111'3.6 FEET EAST OF THE WITNESS POST.
 TG0111'
 TG0111'REFERENCE MARK NO. 1, STAMPED FIFTY NO 1 1946, IS A STANDARD
 TG0111'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG0111'WHICH PROJECTS 3 INCHES.  IT IS 107.5 FEET SOUTHEAST OF A WITNESS
 TG0111'POST AND 6 FEET BELOW THE STATION ELEVATION.
 TG0111'
 TG0111'REFERENCE MARK NO. 2, STAMPED FIFTY NO 2 1946, IS A STANDARD
 TG0111'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG0111'WHICH IS FLUSH WITH THE GROUND.  IT IS 98 FEET SOUTH OF A WITNESS
 TG0111'POST AND 8 FEET BELOW THE STATION ELEVATION.
 TG0111'
 TG0111'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIFTY 1946 AND
 TG0111'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0111'PROJECTS 2 INCHES.  IT IS 37 FEET NORTH OF THE CENTER OF A
 TG0111'GRAVELED ROAD, 2.7 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 TG0111'OF A EAST WEST FENCE LINE.
 TG0111'
 TG0111'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 118.93 FEET.
 TG0111
 TG0111                          STATION RECOVERY (1963)
 TG0111
 TG0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0111'12.3 MI W FROM COULEE.
 TG0111'ABOUT 12.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0111'RAILWAY STATION AT COULEE, AT THE JUNCTION OF A DIRT ROAD LEADING
 TG0111'SOUTH, ON THE TOP OF A SHARP KNOLL, 188 FEET SOUTH OF THE CENTERLINE
 TG0111'OF THE HIGHWAY, 100.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.6
 TG0111'FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 TG0111'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S
 TG0111'2, R 90 W, T 158 N.
 TG0111
 TG0111                          STATION RECOVERY (1964)
 TG0111
 TG0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 TG0111'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 TG0111'IT WAS FOUND THAT THE AZIMUTH MARK WAS IN THE WAY OF ROAD
 TG0111'CONSTRUCTION.  BENCH MARK C 238 RESET WAS USED FOR THE NEW
 TG0111'AZIMUTH MARK.  THE DESCRIPTION OF THE STATION WAS NOT AVAILABLE
 TG0111'AT THE TIME THE AZIMUTH MARK WAS RESET SO NO OTHER OBJECTS WERE
 TG0111'OBSERVED.
 TG0111'
 TG0111'THE HIGHWAY IS BEING MOVED SLIGHTLY TO THE SOUTH IN THE VICINITY
 TG0111'OF THE STATION AND THE STATION WILL BE ABOUT 175 FEET SOUTH OF
 TG0111'THE CENTERLINE.
 TG0111'
 TG0111'BENCH MARK C 238 RESET IS ABOUT 0.75 MILE WEST OF THE STATION,
 TG0111'100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET
 TG0111'EAST OF A METAL WITNESS POST.  IT IS A STANDARD BENCH MARK DISK,
 TG0111'STAMPED C 238 RESET 1964 AND SET IN THE TOP OF A CONCRETE
 TG0111'POST PROJECTING 4 INCHES.
 TG0111'
 TG0111'TO REACH THE STATION FROM COULEE, FROM THE RAILROAD CROSSING, GO
 TG0111'WEST ON STATE HIGHWAY 50 FOR 5.2 MILES TO CROSSROADS AND JUNCTION
 TG0111'WITH COUNTY ROUTE 1, CONTINUE WEST ON HIGHWAY 50 FOR 6.95 MILES
 TG0111'TO THE TOP OF A HILL AND STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0113 ***********************************************************************
 TG0113  DESIGNATION -  FIFTY RM 1
 TG0113  PID         -  TG0113
 TG0113  STATE/COUNTY-  ND/MOUNTRAIL
 TG0113  USGS QUAD   -  WESTBY LAKE (1978)
 TG0113
 TG0113                         *CURRENT SURVEY CONTROL
 TG0113  ___________________________________________________________________
 TG0113* NAD 83(1986)-  48 32 44.     (N)    102 16 37.     (W)     SCALED    
 TG0113* NAVD 88     -       716.742  (meters)    2351.51   (feet)  ADJUSTED  
 TG0113  ___________________________________________________________________
 TG0113  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0113  DYNAMIC HT  -         716.865 (meters)    2351.91  (feet)  COMP
 TG0113  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 TG0113
 TG0113  VERT ORDER  -  SECOND    CLASS 0
 TG0113
 TG0113.The horizontal coordinates were scaled from a topographic map and have
 TG0113.an estimated accuracy of +/- 6 seconds.
 TG0113
 TG0113.The orthometric height was determined by differential leveling
 TG0113.and adjusted by the National Geodetic Survey in June 1991..
 TG0113
 TG0113.The geoid height was determined by GEOID03.
 TG0113
 TG0113.The dynamic height is computed by dividing the NAVD 88
 TG0113.geopotential number by the normal gravity value computed on the
 TG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0113.degrees latitude (g = 980.6199 gals.).
 TG0113
 TG0113.The modeled gravity was interpolated from observed gravity values.
 TG0113
 TG0113;                    North         East    Units  Estimated Accuracy
 TG0113;SPC ND N     -   173,350.      468,820.      MT  (+/- 180 meters Scaled)
 TG0113
 TG0113                          SUPERSEDED SURVEY CONTROL
 TG0113
 TG0113  NGVD 29 (??/??/92)  716.311  (m)         2350.10   (f) ADJ UNCH    2 0
 TG0113
 TG0113.Superseded values are not recommended for survey control.
 TG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0113.See file dsdata.txt to determine how the superseded data were derived.
 TG0113
 TG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP009805(NAD 83)
 TG0113_MARKER: DR = REFERENCE MARK DISK
 TG0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0113_STAMPING: FIFTY NO 1 1946
 TG0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0113+STABILITY: SURFACE MOTION
 TG0113
 TG0113  HISTORY     - Date     Condition        Report By
 TG0113  HISTORY     - 1946     MONUMENTED       CGS
 TG0113  HISTORY     - 1963     GOOD             NGS
 TG0113
 TG0113                          STATION DESCRIPTION
 TG0113
 TG0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0113'12.3 MI W FROM COULEE.
 TG0113'ABOUT 12.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0113'RAILWAY STATION AT COULEE, AT THE JUNCTION OF A DIRT ROAD LEADING
 TG0113'SOUTH, ON THE EAST SLOPE OF A SHARP KNOLL, 210 FEET SOUTH OF THE
 TG0113'CENTERLINE OF THE HIGHWAY, 204 FEET EAST OF THE CENTERLINE OF THE
 TG0113'ROAD, 103.6 FEET EAST-SOUTHEAST OF THE STATION MARK, ABOUT LEVEL WITH
 TG0113'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TG0113'INCHES, S 2, R 90 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0112 ***********************************************************************
 TG0112  DESIGNATION -  FIFTY RM 2
 TG0112  PID         -  TG0112
 TG0112  STATE/COUNTY-  ND/MOUNTRAIL
 TG0112  USGS QUAD   -  WESTBY LAKE (1978)
 TG0112
 TG0112                         *CURRENT SURVEY CONTROL
 TG0112  ___________________________________________________________________
 TG0112* NAD 83(1986)-  48 32 44.     (N)    102 16 37.     (W)     SCALED    
 TG0112* NAVD 88     -       716.219  (meters)    2349.80   (feet)  ADJUSTED  
 TG0112  ___________________________________________________________________
 TG0112  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0112  DYNAMIC HT  -         716.342 (meters)    2350.20  (feet)  COMP
 TG0112  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 TG0112
 TG0112  VERT ORDER  -  SECOND    CLASS 0
 TG0112
 TG0112.The horizontal coordinates were scaled from a topographic map and have
 TG0112.an estimated accuracy of +/- 6 seconds.
 TG0112
 TG0112.The orthometric height was determined by differential leveling
 TG0112.and adjusted by the National Geodetic Survey in June 1991..
 TG0112
 TG0112.The geoid height was determined by GEOID03.
 TG0112
 TG0112.The dynamic height is computed by dividing the NAVD 88
 TG0112.geopotential number by the normal gravity value computed on the
 TG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0112.degrees latitude (g = 980.6199 gals.).
 TG0112
 TG0112.The modeled gravity was interpolated from observed gravity values.
 TG0112
 TG0112;                    North         East    Units  Estimated Accuracy
 TG0112;SPC ND N     -   173,350.      468,820.      MT  (+/- 180 meters Scaled)
 TG0112
 TG0112                          SUPERSEDED SURVEY CONTROL
 TG0112
 TG0112  NGVD 29 (??/??/92)  715.787  (m)         2348.38   (f) ADJ UNCH    2 0
 TG0112
 TG0112.Superseded values are not recommended for survey control.
 TG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0112.See file dsdata.txt to determine how the superseded data were derived.
 TG0112
 TG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP009805(NAD 83)
 TG0112_MARKER: DR = REFERENCE MARK DISK
 TG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0112_STAMPING: FIFTY NO 2 1946
 TG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0112+STABILITY: SURFACE MOTION
 TG0112
 TG0112  HISTORY     - Date     Condition        Report By
 TG0112  HISTORY     - 1946     MONUMENTED       CGS
 TG0112  HISTORY     - 1963     GOOD             NGS
 TG0112
 TG0112                          STATION DESCRIPTION
 TG0112
 TG0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0112'12.3 MI W FROM COULEE.
 TG0112'ABOUT 12.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0112'RAILWAY STATION AT COULEE, AT THE JUNCTION OF A DIRT ROAD LEADING
 TG0112'SOUTH, ON THE SOUTH SLOPE OF A SHARP KNOLL, 286 FEET SOUTH OF THE
 TG0112'CENTERLINE OF THE HIGHWAY, 98.1 FEET SOUTH OF THE STATION MARK, 82.5
 TG0112'FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD,
 TG0112'AND SET IN THE TOP OF A CONCRETE POST 2 INCHES UNDER THE GROUND, S 2,
 TG0112'R 90 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0931 ***********************************************************************
 RR0931  DESIGNATION -  FIKE SCHOOL
 RR0931  PID         -  RR0931
 RR0931  STATE/COUNTY-  ND/GRANT
 RR0931  USGS QUAD   -  PRETTY ROCK BUTTE SE (1972)
 RR0931
 RR0931                         *CURRENT SURVEY CONTROL
 RR0931  ___________________________________________________________________
 RR0931* NAD 83(1996)-  46 05 19.85960(N)    101 51 14.45453(W)     ADJUSTED  
 RR0931* NAVD 88     -                                                        
 RR0931  ___________________________________________________________________
 RR0931  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 RR0931  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RR0931
 RR0931  HORZ ORDER  -  THIRD
 RR0931
 RR0931.The horizontal coordinates were established by classical geodetic methods
 RR0931.and adjusted by the National Geodetic Survey in January 1998..
 RR0931
 RR0931
 RR0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0931
 RR0931.The geoid height was determined by GEOID03.
 RR0931
 RR0931;                    North         East     Units Scale Factor Converg.
 RR0931;SPC ND S     -    47,831.293   495,284.630   MT  1.00001991   -0 59 15.3
 RR0931;SPC ND S     -   156,926.81  1,624,949.57   iFT  1.00001991   -0 59 15.3
 RR0931;UTM  14      - 5,107,879.809   279,364.356   MT  1.00019847   -2 03 24.9
 RR0931
 RR0931                          SUPERSEDED SURVEY CONTROL
 RR0931
 RR0931  NAD 83(1986)-  46 05 19.85098(N)    101 51 14.45097(W) AD(       ) 4
 RR0931  NAD 27      -  46 05 19.83923(N)    101 51 12.95565(W) AD(       ) 3
 RR0931
 RR0931.Superseded values are not recommended for survey control.
 RR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0931.See file dsdata.txt to determine how the superseded data were derived.
 RR0931
 RR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7936407880(NAD 83)
 RR0931_MARKER: 85 = CHIMNEY
 RR0931
 RR0931  HISTORY     - Date     Condition        Report By
 RR0931  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0931
 RR0931                          STATION DESCRIPTION
 RR0931
 RR0931'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0931'LOCATED IN NE. COR. OF SEC. 18, T. 130 N., R. 89 W., AND ABOUT   FT.
 RR0931'SW. OF CROSSROADS, AT COR. SECS. 7, 8, 17, AND 18.  STATION MARK--
 RR0931'CHIMNEY ON W. END OF TOP OF SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2045 ***********************************************************************
 TE2045  DESIGNATION -  FILLMORE
 TE2045  PID         -  TE2045
 TE2045  STATE/COUNTY-  ND/BENSON
 TE2045  USGS QUAD   -  FILLMORE (1958)
 TE2045
 TE2045                         *CURRENT SURVEY CONTROL
 TE2045  ___________________________________________________________________
 TE2045* NAD 83(1996)-  48 11 42.19478(N)    099 49 34.99444(W)     ADJUSTED  
 TE2045* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 TE2045  ___________________________________________________________________
 TE2045  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 TE2045  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE2045
 TE2045  HORZ ORDER  -  FIRST
 TE2045
 TE2045.The horizontal coordinates were established by classical geodetic methods
 TE2045.and adjusted by the National Geodetic Survey in January 1998..
 TE2045
 TE2045.The orthometric height was scaled from a topographic map.
 TE2045
 TE2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2045
 TE2045.The geoid height was determined by GEOID03.
 TE2045
 TE2045;                    North         East     Units Scale Factor Converg.
 TE2045;SPC ND N     -   133,086.758   650,075.042   MT  0.99993769   +0 30 04.5
 TE2045;SPC ND N     -   436,636.35  2,132,792.13   iFT  0.99993769   +0 30 04.5
 TE2045;UTM  14      - 5,338,310.187   438,588.185   MT  0.99964634   -0 36 57.7
 TE2045
 TE2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2045!SPC ND N     -   0.99992616  x   0.99993769  =   0.99986385
 TE2045!UTM  14      -   0.99992616  x   0.99964634  =   0.99957253
 TE2045
 TE2045|---------------------------------------------------------------------|
 TE2045| PID    Reference Object                     Distance      Geod. Az  |
 TE2045|                                                           dddmmss.s |
 TE2045| CO6831 FILLMORE RM 1                        19.849 METERS 08426     |
 TE2045| CO6830 FILLMORE AZ MK                                     0894057.5 |
 TE2045| TE2038 ESMOND                              APPROX.11.9 KM 1454338.9 |
 TE2045| CO6832 FILLMORE RM 2                        19.279 METERS 18559     |
 TE2045| TE1423 H 192                                37.115 METERS 31828     |
 TE2045|---------------------------------------------------------------------|
 TE2045
 TE2045                          SUPERSEDED SURVEY CONTROL
 TE2045
 TE2045  NAD 83(1986)-  48 11 42.19747(N)    099 49 34.99413(W) AD(       ) 1
 TE2045  NAD 27      -  48 11 42.18500(N)    099 49 33.52400(W) AD(       ) 1
 TE2045
 TE2045.Superseded values are not recommended for survey control.
 TE2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2045.See file dsdata.txt to determine how the superseded data were derived.
 TE2045
 TE2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3858838310(NAD 83)
 TE2045_MARKER: DS = TRIANGULATION STATION DISK
 TE2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2045
 TE2045  HISTORY     - Date     Condition        Report By
 TE2045  HISTORY     - 1946     MONUMENTED       CGS
 TE2045  HISTORY     - 1956     GOOD             USGS
 TE2045
 TE2045                          STATION DESCRIPTION
 TE2045
 TE2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2045'THE STATION IS LOCATED ABOUT 12 MILES SOUTH FROM LAKE PLEASANT,
 TE2045'1-1/2 MILES NORTHWEST FROM FILLMORE, ON THE MAIN GRAVELED
 TE2045'ROAD RUNNING NORTH FROM FILLMORE, 62 FEET SOUTHEAST OF A
 TE2045'CROSSROAD INTERSECTION, 52 FEET SOUTH OF THE CENTER LINE OF
 TE2045'THE EAST AND WEST ROAD, 10 FEET SOUTHEAST OF A FENCE CORNER
 TE2045'AND 5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 TE2045'AND THE DISK IS STAMPED FILLMORE 1946.
 TE2045'
 TE2045'REFERENCE MARK NO. 1 IS 65.12 FEET EAST OF THE STATION, 46
 TE2045'FEET SOUTH OF THE CENTER LINE OF THE EAST AND WEST ROAD AND
 TE2045'1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND
 TE2045'THE DISK IS STAMPED FILLMORE NO 1 1946.
 TE2045'
 TE2045'REFERENCE MARK NO. 2 IS 63.25 FEET SOUTH OF THE STATION AND
 TE2045'1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 TE2045'DISK IS STAMPED FILLMORE NO 2 1946.
 TE2045'
 TE2045'THE AZIMUTH MARK IS 0.4 MILE EAST OF THE STATION, 47 FEET
 TE2045'SOUTH OF THE GRAVELED ROAD, 5 FEET WEST OF A WITNESS POST
 TE2045'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 TE2045'AND THE DISK IS STAMPED FILLMORE 1946.
 TE2045'
 TE2045'TO REACH FROM THE RAILROAD STATION IN FILLMORE, GO WEST
 TE2045'0.15 MILE TO A T ROAD INTERSECTION JUST SOUTH OF A RAILROAD
 TE2045'UNDERPASS, HERE GO NORTH FOR 1.0 MILE, TURN WEST FOR 1.0
 TE2045'MILE TO CROSSROADS AND STATION IN THE SOUTHEAST CORNER.
 TE2045'
 TE2045'USC AND GS H 192 1935 IS 121.77 FEET NORTHWEST OF THE STATION,
 TE2045'61 FEET NORTHWEST OF THE INTERSECTION OF THE CROSSROADS,
 TE2045'40 FEET NORTH OF THE CENTER LINE OF THE EAST AND WEST ROAD
 TE2045'AND 5 FEET WEST OF THE FENCE CORNER.  THE DISK IS A STANDARD
 TE2045'USC AND GS BENCH MARK SET IN A 6 INCH SQUARE CONCRETE POST
 TE2045'AND PROJECTS 1 FOOT.  THE DISK IS STAMPED H 192 1935.  IT IS
 TE2045'A PRECAST MARK, BROKEN OFF ABOUT 6 INCHES BELOW GROUND LEVEL,
 TE2045'ROCKS ABOUT 1 CM. ON SLIGHT PRESSURE.
 TE2045'
 TE2045'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TE2045
 TE2045                          STATION RECOVERY (1956)
 TE2045
 TE2045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TE2045'STATION AND REFERENCE MARKS 1 AND 2 ARE OKAY.
 TE2045'
 TE2045'AZIMUTH MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1956 ***********************************************************************
 TG1956  DESIGNATION -  FINE
 TG1956  PID         -  TG1956
 TG1956  STATE/COUNTY-  ND/DIVIDE
 TG1956  USGS QUAD   -  SKJERMO LAKE (1983)
 TG1956
 TG1956                         *CURRENT SURVEY CONTROL
 TG1956  ___________________________________________________________________
 TG1956* NAD 83(1996)-  48 57 34.43346(N)    103 58 05.32577(W)     ADJUSTED  
 TG1956* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 TG1956  ___________________________________________________________________
 TG1956  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 TG1956  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 TG1956
 TG1956  HORZ ORDER  -  THIRD
 TG1956
 TG1956.The horizontal coordinates were established by classical geodetic methods
 TG1956.and adjusted by the National Geodetic Survey in January 1998..
 TG1956
 TG1956.The orthometric height was scaled from a topographic map.
 TG1956
 TG1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1956
 TG1956.The geoid height was determined by GEOID03.
 TG1956
 TG1956;                    North         East     Units Scale Factor Converg.
 TG1956;SPC ND N     -   223,600.036   346,096.652   MT  1.00005274   -2 34 50.7
 TG1956;SPC ND N     -   733,595.92  1,135,487.70   iFT  1.00005274   -2 34 50.7
 TG1956;SPC MT       -   537,669.967 1,004,756.573   MT  0.99997537   +4 02 47.7
 TG1956;SPC MT       - 1,764,009.08  3,296,445.45   iFT  0.99997537   +4 02 47.7
 TG1956;UTM  13      - 5,423,473.836   575,532.921   MT  0.99967009   +0 46 41.9
 TG1956
 TG1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1956!SPC ND N     -   0.99989481  x   1.00005274  =   0.99994755
 TG1956!SPC MT       -   0.99989481  x   0.99997537  =   0.99987018
 TG1956!UTM  13      -   0.99989481  x   0.99967009  =   0.99956494
 TG1956
 TG1956:                Primary Azimuth Mark                     Grid Az
 TG1956:SPC ND N     -  FOSTER                                   015 40 38.3
 TG1956:SPC MT       -  FOSTER                                   009 02 59.9
 TG1956:UTM  13      -  FOSTER                                   012 19 05.7
 TG1956
 TG1956|---------------------------------------------------------------------|
 TG1956| PID    Reference Object                     Distance      Geod. Az  |
 TG1956|                                                           dddmmss.s |
 TG1956| TG1960 FOSTER                              APPROX. 5.2 KM 0130547.6 |
 TG1956|---------------------------------------------------------------------|
 TG1956
 TG1956                          SUPERSEDED SURVEY CONTROL
 TG1956
 TG1956  NAD 83(1986)-  48 57 34.43458(N)    103 58 05.32463(W) AD(       ) 3
 TG1956
 TG1956.Superseded values are not recommended for survey control.
 TG1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1956.See file dsdata.txt to determine how the superseded data were derived.
 TG1956
 TG1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ7553323474(NAD 83)
 TG1956_MARKER: DD = SURVEY DISK
 TG1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1956+STABILITY: SURFACE MOTION
 TG1956
 TG1956  HISTORY     - Date     Condition        Report By
 TG1956  HISTORY     - 1911     MONUMENTED       IBC
 TG1956
 TG1956                          STATION DESCRIPTION
 TG1956
 TG1956'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1956'ABOUT 2-3/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 586, NEAR
 TG1956'THE WEST BOUNDARY AND THE EAST - AND - WEST MIDSECTION LINE OF
 TG1956'SECTION 8, TOWNSHIP 163 N, RANGE 102 W, FIFTH PRINCIPAL MERIDIAN.
 TG1956'THE STATION IS 2-1/2 MILES SOUTHWEST OF SKERMO POST OFFICE, ON A HIGH
 TG1956'FLAT - TOPPED, DETACHED HILL.
 TG1956'
 TG1956'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1956'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1352 ***********************************************************************
 SL1352  DESIGNATION -  FINLEY AERO COMMUNICATIONS MST
 SL1352  PID         -  SL1352
 SL1352  STATE/COUNTY-  ND/STEELE
 SL1352  USGS QUAD   -  FINLEY (1967)
 SL1352
 SL1352                         *CURRENT SURVEY CONTROL
 SL1352  ___________________________________________________________________
 SL1352* NAD 83(1996)-  47 30 28.45165(N)    097 50 03.21085(W)     ADJUSTED  
 SL1352* NAVD 88     -                                                        
 SL1352  ___________________________________________________________________
 SL1352  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 SL1352  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1352
 SL1352  HORZ ORDER  -  THIRD
 SL1352
 SL1352.The horizontal coordinates were established by classical geodetic methods
 SL1352.and adjusted by the National Geodetic Survey in January 1998..
 SL1352
 SL1352
 SL1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1352
 SL1352.The geoid height was determined by GEOID03.
 SL1352
 SL1352;                    North         East     Units Scale Factor Converg.
 SL1352;SPC ND N     -    59,944.965   800,775.944   MT  0.99998618   +1 59 01.3
 SL1352;SPC ND N     -   196,669.83  2,627,217.66   iFT  0.99998618   +1 59 01.3
 SL1352;UTM  14      - 5,262,266.629   587,784.798   MT  0.99969470   +0 51 34.8
 SL1352
 SL1352                          SUPERSEDED SURVEY CONTROL
 SL1352
 SL1352  NAD 83(1986)-  47 30 28.44947(N)    097 50 03.20459(W) AD(       ) 4
 SL1352  NAD 27      -  47 30 28.48409(N)    097 50 01.87433(W) AD(       ) 3
 SL1352
 SL1352.Superseded values are not recommended for survey control.
 SL1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1352.See file dsdata.txt to determine how the superseded data were derived.
 SL1352
 SL1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8778562267(NAD 83)
 SL1352_MARKER: 42 = RADIO/TV MAST
 SL1352
 SL1352  HISTORY     - Date     Condition        Report By
 SL1352  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1352
 SL1352                          STATION DESCRIPTION
 SL1352
 SL1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1352'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH STEEL
 SL1352'MAST OWNED BY THE AERO COMMUNICATIONS INCORPERATED OF FARGO,
 SL1352'NORTH DAKOTA.  IT IS LOCATED IN THE SOUTHERN PORTION OF FINLEY
 SL1352'0.1 MILE EAST OF STATE HIGHWAY 32 AND 0.2 MILE NORTH OF A
 SL1352'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1349 ***********************************************************************
 SL1349  DESIGNATION -  FINLEY AF FPS 35 RADAR SCREEN
 SL1349  PID         -  SL1349
 SL1349  STATE/COUNTY-  ND/STEELE
 SL1349  USGS QUAD   -  FINLEY (1967)
 SL1349
 SL1349                         *CURRENT SURVEY CONTROL
 SL1349  ___________________________________________________________________
 SL1349* NAD 83(1996)-  47 30 57.95210(N)    097 52 07.17374(W)     ADJUSTED  
 SL1349* NAVD 88     -                                                        
 SL1349  ___________________________________________________________________
 SL1349  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 SL1349  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL1349
 SL1349  HORZ ORDER  -  THIRD
 SL1349
 SL1349.The horizontal coordinates were established by classical geodetic methods
 SL1349.and adjusted by the National Geodetic Survey in January 1998..
 SL1349
 SL1349
 SL1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1349
 SL1349.The geoid height was determined by GEOID03.
 SL1349
 SL1349;                    North         East     Units Scale Factor Converg.
 SL1349;SPC ND N     -    60,766.289   798,152.384   MT  0.99998476   +1 57 29.0
 SL1349;SPC ND N     -   199,364.47  2,618,610.18   iFT  0.99998476   +1 57 29.0
 SL1349;UTM  14      - 5,263,138.996   585,178.617   MT  0.99968916   +0 50 03.8
 SL1349
 SL1349                          SUPERSEDED SURVEY CONTROL
 SL1349
 SL1349  NAD 83(1986)-  47 30 57.94948(N)    097 52 07.16753(W) AD(       ) 4
 SL1349  NAD 27      -  47 30 57.97618(N)    097 52 05.83162(W) AD(       ) 3
 SL1349
 SL1349.Superseded values are not recommended for survey control.
 SL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1349.See file dsdata.txt to determine how the superseded data were derived.
 SL1349
 SL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8517963139(NAD 83)
 SL1349
 SL1349  HISTORY     - Date     Condition        Report By
 SL1349  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1349  HISTORY     - 1980     GOOD             NGS
 SL1349
 SL1349                          STATION DESCRIPTION
 SL1349
 SL1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1349'THE STATION IS THE CENTER OF THE SPINDLE BELOW THE SCREEN
 SL1349'OF THE 125 FOOT HIGH FPS35 RADAR OPERATED BY THE 785TH RADAR
 SL1349'SQUADRON.  IT IS LOCATED ABOUT 1.5 MILES WEST OF THE TOWN
 SL1349'OF FINLEY, 1.6 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS
 SL1349'7 AND 32 AND 675 FEET NORTH OF A PAVED ROAD.
 SL1349
 SL1349                          STATION RECOVERY (1980)
 SL1349
 SL1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 SL1349'RECOVERED AS DESCRIBED.
 SL1349'
 SL1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES W OF
 SL1349'FINLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1346 ***********************************************************************
 SL1346  DESIGNATION -  FINLEY FARMERS GRAIN CO ELEV
 SL1346  PID         -  SL1346
 SL1346  STATE/COUNTY-  ND/STEELE
 SL1346  USGS QUAD   -  FINLEY (1967)
 SL1346
 SL1346                         *CURRENT SURVEY CONTROL
 SL1346  ___________________________________________________________________
 SL1346* NAD 83(1996)-  47 30 36.60599(N)    097 50 16.95724(W)     ADJUSTED  
 SL1346* NAVD 88     -                                                        
 SL1346  ___________________________________________________________________
 SL1346  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 SL1346  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1346
 SL1346  HORZ ORDER  -  THIRD
 SL1346
 SL1346.The horizontal coordinates were established by classical geodetic methods
 SL1346.and adjusted by the National Geodetic Survey in January 1998..
 SL1346
 SL1346
 SL1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1346
 SL1346.The geoid height was determined by GEOID03.
 SL1346
 SL1346;                    North         East     Units Scale Factor Converg.
 SL1346;SPC ND N     -    60,186.696   800,479.764   MT  0.99998578   +1 58 51.1
 SL1346;SPC ND N     -   197,462.91  2,626,245.94   iFT  0.99998578   +1 58 51.1
 SL1346;UTM  14      - 5,262,514.052   587,493.501   MT  0.99969407   +0 51 24.8
 SL1346
 SL1346                          SUPERSEDED SURVEY CONTROL
 SL1346
 SL1346  NAD 83(1986)-  47 30 36.60416(N)    097 50 16.95153(W) AD(       ) 4
 SL1346  NAD 27      -  47 30 36.63600(N)    097 50 15.61600(W) AD(       ) 3
 SL1346
 SL1346.Superseded values are not recommended for survey control.
 SL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1346.See file dsdata.txt to determine how the superseded data were derived.
 SL1346
 SL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8749462514(NAD 83)
 SL1346_MARKER: 65 = GRAIN ELEVATOR
 SL1346
 SL1346  HISTORY     - Date     Condition        Report By
 SL1346  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1346
 SL1346                          STATION DESCRIPTION
 SL1346
 SL1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1346'STATION IS LOCATED ONE BLOCK NW OF THE CENTER OF THE TOWN,
 SL1346'75 FEET SE OF THE GREAT NORTHERN RAILROAD, 100 FEET NW OF A
 SL1346'GRAVEL ROAD.
 SL1346'
 SL1346'THE ELEVATOR IS OF WOOD CONSTRUCTION PAINTED RED WITH A TIN
 SL1346'ROOF, APPROXIMATELY 75 FEET HIGH.
 SL1346'
 SL1346'THE POINT SIGHTED ON WAS THE CENTER OF TOP OF GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1353 ***********************************************************************
 SL1353  DESIGNATION -  FINLEY LUTHERAN CHURCH SPIRE
 SL1353  PID         -  SL1353
 SL1353  STATE/COUNTY-  ND/STEELE
 SL1353  USGS QUAD   -  FINLEY (1967)
 SL1353
 SL1353                         *CURRENT SURVEY CONTROL
 SL1353  ___________________________________________________________________
 SL1353* NAD 83(1996)-  47 30 51.75007(N)    097 50 08.18808(W)     ADJUSTED  
 SL1353* NAVD 88     -                                                        
 SL1353  ___________________________________________________________________
 SL1353  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 SL1353  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1353
 SL1353  HORZ ORDER  -  THIRD
 SL1353
 SL1353.The horizontal coordinates were established by classical geodetic methods
 SL1353.and adjusted by the National Geodetic Survey in January 1998..
 SL1353
 SL1353
 SL1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1353
 SL1353.The geoid height was determined by GEOID03.
 SL1353
 SL1353;                    North         East     Units Scale Factor Converg.
 SL1353;SPC ND N     -    60,660.458   800,646.963   MT  0.99998505   +1 58 57.6
 SL1353;SPC ND N     -   199,017.25  2,626,794.50   iFT  0.99998505   +1 58 57.6
 SL1353;UTM  14      - 5,262,984.306   587,669.910   MT  0.99969445   +0 51 31.4
 SL1353
 SL1353                          SUPERSEDED SURVEY CONTROL
 SL1353
 SL1353  NAD 83(1986)-  47 30 51.74793(N)    097 50 08.18220(W) AD(       ) 4
 SL1353  NAD 27      -  47 30 51.77600(N)    097 50 06.84100(W) AD(       ) 3
 SL1353
 SL1353.Superseded values are not recommended for survey control.
 SL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1353.See file dsdata.txt to determine how the superseded data were derived.
 SL1353
 SL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8767062984(NAD 83)
 SL1353_MARKER: 90 = CHURCH SPIRE
 SL1353
 SL1353  HISTORY     - Date     Condition        Report By
 SL1353  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1353  HISTORY     - 1967     GOOD             CGS
 SL1353
 SL1353                          STATION DESCRIPTION
 SL1353
 SL1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SL1353'THIS INTERSECTION STATION IS LOCATED AT THE NE EDGE OF THE
 SL1353'TOWN OF FINLEY, JUST N OF THE HIGH SCHOOL AND ABOUT 125 FEET
 SL1353'NE OF THE JUNCTION OF STATE HIGHWAYS 32 AND 7.
 SL1353'
 SL1353'THE CHURCH IS OF WOOD CONSTRUCTION, PAINTED WHITE AND HAS
 SL1353'A GREY SHINGLE ROOF.  THE GREY SPIRE ON WHICH THERE IS A
 SL1353'BALL FINIAL IS THE POINT LOCATED.  THE SPIRE IS ABOUT 90 FEET
 SL1353'HIGH.
 SL1353
 SL1353                          STATION RECOVERY (1967)
 SL1353
 SL1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1353'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1065 ***********************************************************************
 SL1065  DESIGNATION -  FINLEY MAGNETIC
 SL1065  PID         -  SL1065
 SL1065  STATE/COUNTY-  ND/STEELE
 SL1065  USGS QUAD   -  FINLEY (1967)
 SL1065
 SL1065                         *CURRENT SURVEY CONTROL
 SL1065  ___________________________________________________________________
 SL1065* NAD 83(1996)-  47 30 53.80636(N)    097 50 20.14662(W)     ADJUSTED  
 SL1065* NAVD 88     -       444.558  (meters)    1458.52   (feet)  ADJUSTED  
 SL1065  ___________________________________________________________________
 SL1065  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 SL1065  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1065  DYNAMIC HT  -         444.607 (meters)    1458.68  (feet)  COMP
 SL1065  MODELED GRAV-     980,707.9   (mgal)                       NAVD 88
 SL1065
 SL1065  HORZ ORDER  -  FIRST
 SL1065  VERT ORDER  -  SECOND    CLASS 0
 SL1065
 SL1065.The horizontal coordinates were established by classical geodetic methods
 SL1065.and adjusted by the National Geodetic Survey in January 1998..
 SL1065
 SL1065.The orthometric height was determined by differential leveling
 SL1065.and adjusted by the National Geodetic Survey in June 1991..
 SL1065
 SL1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1065
 SL1065.The geoid height was determined by GEOID03.
 SL1065
 SL1065.The dynamic height is computed by dividing the NAVD 88
 SL1065.geopotential number by the normal gravity value computed on the
 SL1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1065.degrees latitude (g = 980.6199 gals.).
 SL1065
 SL1065.The modeled gravity was interpolated from observed gravity values.
 SL1065
 SL1065;                    North         East     Units Scale Factor Converg.
 SL1065;SPC ND N     -    60,715.274   800,394.712   MT  0.99998496   +1 58 48.7
 SL1065;SPC ND N     -   199,197.09  2,625,966.90   iFT  0.99998496   +1 58 48.7
 SL1065;UTM  14      - 5,263,044.041   587,418.856   MT  0.99969391   +0 51 22.6
 SL1065
 SL1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1065!SPC ND N     -   0.99993431  x   0.99998496  =   0.99991927
 SL1065!UTM  14      -   0.99993431  x   0.99969391  =   0.99962824
 SL1065
 SL1065|---------------------------------------------------------------------|
 SL1065| PID    Reference Object                     Distance      Geod. Az  |
 SL1065|                                                           dddmmss.s |
 SL1065| SL1066 FINLEY MAGNETIC RM 1                 27.548 METERS 08845     |
 SL1065| SL1353 FINLEY LUTHERAN CHURCH SPIRE        258.141 METERS 10414     |
 SL1065| SL0879 FINLEY MAGNETIC AZ MK                              1534647.1 |
 SL1065| SL1064 FINLEY MAGNETIC RM 2                 27.552 METERS 16610     |
 SL1065| SL1348 FINLEY MUNICIPAL TANK               271.979 METERS 16903     |
 SL1065|---------------------------------------------------------------------|
 SL1065
 SL1065                          SUPERSEDED SURVEY CONTROL
 SL1065
 SL1065  NAD 83(1986)-  47 30 53.80418(N)    097 50 20.14123(W) AD(       ) 1
 SL1065  NAD 27      -  47 30 53.83300(N)    097 50 18.80300(W) AD(       ) 1
 SL1065  NGVD 29 (??/??/92)  444.191  (m)         1457.32   (f) ADJ UNCH    2 0
 SL1065
 SL1065.Superseded values are not recommended for survey control.
 SL1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1065.See file dsdata.txt to determine how the superseded data were derived.
 SL1065
 SL1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8741963044(NAD 83)
 SL1065_MARKER: DM = MAGNETIC STATION DISK
 SL1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1065_STAMPING: FINLEY 1934
 SL1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1065+STABILITY: SURFACE MOTION
 SL1065
 SL1065  HISTORY     - Date     Condition        Report By
 SL1065  HISTORY     - 1941     MONUMENTED       CGS
 SL1065  HISTORY     - 1963     GOOD             CGS
 SL1065  HISTORY     - 1963     GOOD             NGS
 SL1065
 SL1065                          STATION DESCRIPTION
 SL1065
 SL1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1065'STATION IS IN THE N PART OF FINLEY ON THE NW CORNER OF THE
 SL1065'STEELE COUNTY COURTHOUSE LAWN.  IT IS 142 FEET NW OF THE NW CORNER
 SL1065'OF THE COURTHOUSE AND 30 FEET SE OF THE NW CORNER OF THE LAWN.
 SL1065'IT IS A STANDARD C. AND G.S. MAGNETIC STATION DISK SET IN A
 SL1065'10-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 SL1065'OF THE GROUND.  IT WAS STAMPED ONLY 1934.  FINLEY WAS ADDED
 SL1065'BY THIS PARTY.
 SL1065'
 SL1065'REFERENCE MARK NO. 1 IS E OF THE STATION IN THE W CURB OF THE
 SL1065'DRIVE ON THE N SIDE OF THE COURTHOUSE AND 112 FEET N OF THE NW
 SL1065'CORNER OF THE COURTHOUSE.  IT IS A STANDARD REFERENCE MARK DISK
 SL1065'STAMPED FINLEY MAGNETIC STATION NO. 1 1941.
 SL1065'
 SL1065'REFERENCE MARK NO. 2 IS S BY E OF STATION IN THE N CURB OF THE
 SL1065'DRIVE ON THE W SIDE OF THE COURTHOUSE AND 72 FEET WNW OF THE
 SL1065'NW CORNER OF THE COURTHOUSE.  IT IS A STANDARD REFERENCE MARK DISK
 SL1065'STAMPED FINLEY MAG STA NO. 2 1941.
 SL1065'
 SL1065'THE AZIMUTH MARK IS ABOUT 0.4 MILE SSE OF THE STATION, 27 FEET
 SL1065'E OF THE CENTER LINE OF STATE HIGHWAYS 7 AND 32, 14 FEET N OF THE
 SL1065'CENTER LINE OF AN E-W ALLEY, 3 FEET W OF THE W EDGE OF A
 SL1065'SIDEWALK, AND 3 FEET NNE OF A WHITE REFERENCE POST.  IT IS A
 SL1065'STANDARD DISK SET IN A SQUARE BLOCK OR POST OF CONCRETE, STAMPED
 SL1065'FINLEY MAG STA 1941 AND PROJECTS ABOUT 4 INCHES.
 SL1065'
 SL1065'A 50-FOOT SIGNAL AT FRANKLIN IS VISIBLE AT 50 FEET.
 SL1065'
 SL1065'A 4-FOOT SIGNAL AT GOLDEN LAKE IS VISIBLE AT 50 FEET.
 SL1065'
 SL1065'A 77-FOOT SIGNAL AT HUGO IS VISIBLE AT 64 FEET.
 SL1065'
 SL1065'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SL1065
 SL1065                          STATION RECOVERY (1963)
 SL1065
 SL1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BIW)
 SL1065'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 SL1065'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED ON QUAD NUMBER
 SL1065'470974, STATION NUMBER 1001.
 SL1065
 SL1065                          STATION RECOVERY (1963)
 SL1065
 SL1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL1065'IN FINLEY.
 SL1065'ABOUT 0.15 MILE WEST ALONG A STREET FROM THE PUBLIC SCHOOL AT FINLEY,
 SL1065'IN SECTION 30, T 147 N, R 56 W, AT THE NORTHWEST CORNER OF THE
 SL1065'COURTHOUSE LAWN, 142 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 SL1065'BUILDING, 90 FEET WEST OF THE WEST CURB OF A PARKING LOT, 88 FEET
 SL1065'NORTH OF THE NORTH CURB OF A DRIVE LEADING TO THE COURTHOUSE, 15 FEET
 SL1065'SOUTHWEST OF A 16-INCH ASH TREE, ABOUT LEVEL WITH THE STREET AND SET
 SL1065'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0879 ***********************************************************************
 SL0879  DESIGNATION -  FINLEY MAGNETIC AZ MK
 SL0879  PID         -  SL0879
 SL0879  STATE/COUNTY-  ND/STEELE
 SL0879  USGS QUAD   -  FINLEY (1967)
 SL0879
 SL0879                         *CURRENT SURVEY CONTROL
 SL0879  ___________________________________________________________________
 SL0879* NAD 83(1986)-  47 30 34.     (N)    097 50 08.     (W)     SCALED    
 SL0879* NAVD 88     -       442.705  (meters)    1452.44   (feet)  ADJUSTED  
 SL0879  ___________________________________________________________________
 SL0879  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL0879  DYNAMIC HT  -         442.753 (meters)    1452.60  (feet)  COMP
 SL0879  MODELED GRAV-     980,707.7   (mgal)                       NAVD 88
 SL0879
 SL0879  VERT ORDER  -  SECOND    CLASS 0
 SL0879
 SL0879.The horizontal coordinates were scaled from a topographic map and have
 SL0879.an estimated accuracy of +/- 6 seconds.
 SL0879
 SL0879.The orthometric height was determined by differential leveling
 SL0879.and adjusted by the National Geodetic Survey in June 1991..
 SL0879
 SL0879.The geoid height was determined by GEOID03.
 SL0879
 SL0879.The dynamic height is computed by dividing the NAVD 88
 SL0879.geopotential number by the normal gravity value computed on the
 SL0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0879.degrees latitude (g = 980.6199 gals.).
 SL0879
 SL0879.The modeled gravity was interpolated from observed gravity values.
 SL0879
 SL0879;                    North         East    Units  Estimated Accuracy
 SL0879;SPC ND N     -    60,110.      800,670.      MT  (+/- 180 meters Scaled)
 SL0879
 SL0879                          SUPERSEDED SURVEY CONTROL
 SL0879
 SL0879  NGVD 29 (??/??/92)  442.338  (m)         1451.24   (f) ADJ UNCH    2 0
 SL0879
 SL0879.Superseded values are not recommended for survey control.
 SL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0879.See file dsdata.txt to determine how the superseded data were derived.
 SL0879
 SL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT876624(NAD 83)
 SL0879_MARKER: DZ = AZIMUTH MARK DISK
 SL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0879_STAMPING: FINLEY MAG 1941
 SL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0879+STABILITY: SURFACE MOTION
 SL0879
 SL0879  HISTORY     - Date     Condition        Report By
 SL0879  HISTORY     - 1941     MONUMENTED       CGS
 SL0879  HISTORY     - 1963     GOOD             NGS
 SL0879
 SL0879                          STATION DESCRIPTION
 SL0879
 SL0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0879'0.3 MI S FROM FINLEY.
 SL0879'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAYS 7 AND 32 FROM THE PUBLIC
 SL0879'SCHOOL AT FINLEY, IN SECTION 32, T 147 N, R 56 W, ABOUT 0.4 MILE
 SL0879'SOUTHEAST OF FINLEY MAG 1934, 23 FEET EAST OF THE CENTER LINE OF THE
 SL0879'HIGHWAY, 14 FEET NORTH OF THE CENTER LINE OF AN ALLEY, 4 1/2 FEET EAST
 SL0879'OF THE EAST CURB, 3 FEET NORTH OF A POWER POLE, 2 FEET WEST OF THE
 SL0879'WEST EDGE OF A SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 SL0879'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1064 ***********************************************************************
 SL1064  DESIGNATION -  FINLEY MAGNETIC RM 2
 SL1064  PID         -  SL1064
 SL1064  STATE/COUNTY-  ND/STEELE
 SL1064  USGS QUAD   -  FINLEY (1967)
 SL1064
 SL1064                         *CURRENT SURVEY CONTROL
 SL1064  ___________________________________________________________________
 SL1064* NAD 83(1986)-  47 30 52.     (N)    097 50 18.     (W)     SCALED    
 SL1064* NAVD 88     -       445.197  (meters)    1460.62   (feet)  ADJUSTED  
 SL1064  ___________________________________________________________________
 SL1064  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1064  DYNAMIC HT  -         445.246 (meters)    1460.78  (feet)  COMP
 SL1064  MODELED GRAV-     980,707.9   (mgal)                       NAVD 88
 SL1064
 SL1064  VERT ORDER  -  SECOND    CLASS 0
 SL1064
 SL1064.The horizontal coordinates were scaled from a topographic map and have
 SL1064.an estimated accuracy of +/- 6 seconds.
 SL1064
 SL1064.The orthometric height was determined by differential leveling
 SL1064.and adjusted by the National Geodetic Survey in June 1991..
 SL1064
 SL1064.The geoid height was determined by GEOID03.
 SL1064
 SL1064.The dynamic height is computed by dividing the NAVD 88
 SL1064.geopotential number by the normal gravity value computed on the
 SL1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1064.degrees latitude (g = 980.6199 gals.).
 SL1064
 SL1064.The modeled gravity was interpolated from observed gravity values.
 SL1064
 SL1064;                    North         East    Units  Estimated Accuracy
 SL1064;SPC ND N     -    60,660.      800,440.      MT  (+/- 180 meters Scaled)
 SL1064
 SL1064                          SUPERSEDED SURVEY CONTROL
 SL1064
 SL1064  NGVD 29 (??/??/92)  444.830  (m)         1459.41   (f) ADJ UNCH    2 0
 SL1064
 SL1064.Superseded values are not recommended for survey control.
 SL1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1064.See file dsdata.txt to determine how the superseded data were derived.
 SL1064
 SL1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT874629(NAD 83)
 SL1064_MARKER: DR = REFERENCE MARK DISK
 SL1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL1064_SP_SET: CURB
 SL1064_STAMPING: FINLEY MAG. NO. 2 1941
 SL1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1064
 SL1064  HISTORY     - Date     Condition        Report By
 SL1064  HISTORY     - 1941     MONUMENTED       CGS
 SL1064  HISTORY     - 1963     GOOD             NGS
 SL1064
 SL1064                          STATION DESCRIPTION
 SL1064
 SL1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL1064'IN FINLEY.
 SL1064'ABOUT 0.15 MILE WEST ALONG A STREET FROM THE PUBLIC SCHOOL AT FINLEY,
 SL1064'IN SECTION 30, T 147 N, R 56 W, AND SET IN THE TOP OF THE NORTH CURB
 SL1064'OF A DRIVEWAY LEADING TO THE COURTHOUSE, 72 FEET NORTHWEST OF THE
 SL1064'NORTHWEST CORNER OF THE BUILDING, 90.4 FEET SOUTHEAST OF FINLEY 1934,
 SL1064'8 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, ABOUT 1/2 FOOT ABOVE
 SL1064'THE LEVEL OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1066 ***********************************************************************
 SL1066  DESIGNATION -  FINLEY MAGNETIC RM 1
 SL1066  PID         -  SL1066
 SL1066  STATE/COUNTY-  ND/STEELE
 SL1066  USGS QUAD   -  FINLEY (1967)
 SL1066
 SL1066                         *CURRENT SURVEY CONTROL
 SL1066  ___________________________________________________________________
 SL1066* NAD 83(1986)-  47 30 53.     (N)    097 50 19.     (W)     SCALED    
 SL1066* NAVD 88     -       444.715  (meters)    1459.04   (feet)  ADJUSTED  
 SL1066  ___________________________________________________________________
 SL1066  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1066  DYNAMIC HT  -         444.764 (meters)    1459.20  (feet)  COMP
 SL1066  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 SL1066
 SL1066  VERT ORDER  -  SECOND    CLASS 0
 SL1066
 SL1066.The horizontal coordinates were scaled from a topographic map and have
 SL1066.an estimated accuracy of +/- 6 seconds.
 SL1066
 SL1066.The orthometric height was determined by differential leveling
 SL1066.and adjusted by the National Geodetic Survey in June 1991..
 SL1066
 SL1066.The geoid height was determined by GEOID03.
 SL1066
 SL1066.The dynamic height is computed by dividing the NAVD 88
 SL1066.geopotential number by the normal gravity value computed on the
 SL1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1066.degrees latitude (g = 980.6199 gals.).
 SL1066
 SL1066.The modeled gravity was interpolated from observed gravity values.
 SL1066
 SL1066;                    North         East    Units  Estimated Accuracy
 SL1066;SPC ND N     -    60,690.      800,420.      MT  (+/- 180 meters Scaled)
 SL1066
 SL1066                          SUPERSEDED SURVEY CONTROL
 SL1066
 SL1066  NGVD 29 (??/??/92)  444.349  (m)         1457.84   (f) ADJ UNCH    2 0
 SL1066
 SL1066.Superseded values are not recommended for survey control.
 SL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1066.See file dsdata.txt to determine how the superseded data were derived.
 SL1066
 SL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT874630(NAD 83)
 SL1066_MARKER: DR = REFERENCE MARK DISK
 SL1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL1066_SP_SET: CURB
 SL1066_STAMPING: FINLEY MAG NO 1 1941
 SL1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1066
 SL1066  HISTORY     - Date     Condition        Report By
 SL1066  HISTORY     - 1941     MONUMENTED       CGS
 SL1066  HISTORY     - 1963     GOOD             NGS
 SL1066
 SL1066                          STATION DESCRIPTION
 SL1066
 SL1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL1066'IN FINLEY.
 SL1066'ABOUT 0.15 MILE WEST ALONG A STREET FROM THE PUBLIC SCHOOL AT FINLEY,
 SL1066'IN SECTION 30, T 147 N, R 56 W, AT THE COURTHOUSE, AND SET IN THE TOP
 SL1066'OF THE CURB AT THE WEST EDGE OF A PARKING AREA, 112 FEET NORTH OF THE
 SL1066'NORTHWEST CORNER OF THE COURTHOUSE, 90.4 FEET EAST OF FINLEY 1934, 64
 SL1066'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST STREET, ABOUT LEVEL WITH
 SL1066'THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1348 ***********************************************************************
 SL1348  DESIGNATION -  FINLEY MUNICIPAL TANK
 SL1348  PID         -  SL1348
 SL1348  STATE/COUNTY-  ND/STEELE
 SL1348  USGS QUAD   -  FINLEY (1967)
 SL1348
 SL1348                         *CURRENT SURVEY CONTROL
 SL1348  ___________________________________________________________________
 SL1348* NAD 83(1996)-  47 30 45.16008(N)    097 50 17.67762(W)     ADJUSTED  
 SL1348* NAVD 88     -                                                        
 SL1348  ___________________________________________________________________
 SL1348  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 SL1348  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL1348
 SL1348  HORZ ORDER  -  THIRD
 SL1348
 SL1348.The horizontal coordinates were established by classical geodetic methods
 SL1348.and adjusted by the National Geodetic Survey in January 1998..
 SL1348
 SL1348
 SL1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1348
 SL1348.The geoid height was determined by GEOID03.
 SL1348
 SL1348;                    North         East     Units Scale Factor Converg.
 SL1348;SPC ND N     -    60,450.194   800,455.568   MT  0.99998537   +1 58 50.5
 SL1348;SPC ND N     -   198,327.41  2,626,166.56   iFT  0.99998537   +1 58 50.5
 SL1348;UTM  14      - 5,262,777.897   587,474.485   MT  0.99969403   +0 51 24.3
 SL1348
 SL1348                          SUPERSEDED SURVEY CONTROL
 SL1348
 SL1348  NAD 83(1986)-  47 30 45.15881(N)    097 50 17.67197(W) AD(       ) 4
 SL1348  NAD 27      -  47 30 45.19200(N)    097 50 16.33500(W) AD(       ) 3
 SL1348
 SL1348.Superseded values are not recommended for survey control.
 SL1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1348.See file dsdata.txt to determine how the superseded data were derived.
 SL1348
 SL1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8747462778(NAD 83)
 SL1348_MARKER: 53 = ELEVATED TANK
 SL1348
 SL1348  HISTORY     - Date     Condition        Report By
 SL1348  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1348  HISTORY     - 1967     GOOD             CGS
 SL1348  HISTORY     - 1980     GOOD             NGS
 SL1348
 SL1348                          STATION DESCRIPTION
 SL1348
 SL1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1348'THIS INTERSECTION STATION IS LOCATED IN THE NW EDGE OF THE
 SL1348'VILLAGE OF FINLEY, ABOUT 150 YARDS E OF THE GREAT NORTHERN
 SL1348'RAILROAD DEPOT.
 SL1348'
 SL1348'THE TANK AND FOUR SUPPORTING LEGS ARE OF STEEL CONSTRUCTION.
 SL1348'
 SL1348'THE TANK AND WATER PIPE ARE ALUMINUM PAINTED WHILE THE LEGS
 SL1348'ARE PAINTED BLACK.  THE NAME FINLEY IS LETTERED IN BLACK
 SL1348'ON THE E SIDE OF THE TANK.  THE TANK IS ABOUT 140 FEET HIGH.
 SL1348'
 SL1348'THE OBJECT LOCATED WAS THE BALL AT THE CENTER OF TOP OF TANK.
 SL1348
 SL1348                          STATION RECOVERY (1967)
 SL1348
 SL1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1348'THE STATION WAS RECOVERED AS DESCRIBED.
 SL1348
 SL1348                          STATION RECOVERY (1980)
 SL1348
 SL1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 SL1348'RECOVERED AS DESCRIBED.
 SL1348'
 SL1348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN FINLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1347 ***********************************************************************
 SL1347  DESIGNATION -  FINLEY USAF ANFPS 6 W RADAR
 SL1347  PID         -  SL1347
 SL1347  STATE/COUNTY-  ND/STEELE
 SL1347  USGS QUAD   -  FINLEY (1967)
 SL1347
 SL1347                         *CURRENT SURVEY CONTROL
 SL1347  ___________________________________________________________________
 SL1347* NAD 83(1996)-  47 30 58.56222(N)    097 52 11.73028(W)     ADJUSTED  
 SL1347* NAVD 88     -                                                        
 SL1347  ___________________________________________________________________
 SL1347  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 SL1347  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL1347
 SL1347  HORZ ORDER  -  THIRD
 SL1347
 SL1347.The horizontal coordinates were established by classical geodetic methods
 SL1347.and adjusted by the National Geodetic Survey in January 1998..
 SL1347
 SL1347
 SL1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1347
 SL1347.The geoid height was determined by GEOID03.
 SL1347
 SL1347;                    North         East     Units Scale Factor Converg.
 SL1347;SPC ND N     -    60,781.863   798,056.464   MT  0.99998473   +1 57 25.7
 SL1347;SPC ND N     -   199,415.56  2,618,295.49   iFT  0.99998473   +1 57 25.7
 SL1347;UTM  14      - 5,263,156.444   585,083.049   MT  0.99968896   +0 50 00.4
 SL1347
 SL1347                          SUPERSEDED SURVEY CONTROL
 SL1347
 SL1347  NAD 83(1986)-  47 30 58.55950(N)    097 52 11.72408(W) AD(       ) 4
 SL1347  NAD 27      -  47 30 58.59337(N)    097 52 10.39264(W) AD(       ) 3
 SL1347
 SL1347.Superseded values are not recommended for survey control.
 SL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1347.See file dsdata.txt to determine how the superseded data were derived.
 SL1347
 SL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8508363156(NAD 83)
 SL1347_MARKER: 87 = DOME
 SL1347
 SL1347  HISTORY     - Date     Condition        Report By
 SL1347  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1347
 SL1347                          STATION DESCRIPTION
 SL1347
 SL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1347'THE STATION IS THE CENTER OF THE TOP OF A 65 FOOT HIGH HEMISPHERICAL
 SL1347'RADOME COVERING THE RADAR OPERATED BY THE 785TH RADAR SQUADRON.
 SL1347'IT IS LOCATED ABOUT 1.5 MILES WEST OF THE TOWN OF FINLEY,
 SL1347'1.6 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 7 AND 32
 SL1347'AND 730 FEET NORTH OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1351 ***********************************************************************
 SL1351  DESIGNATION -  FINLEY USAF ANFPS 90 E RADAR
 SL1351  PID         -  SL1351
 SL1351  STATE/COUNTY-  ND/STEELE
 SL1351  USGS QUAD   -  FINLEY (1967)
 SL1351
 SL1351                         *CURRENT SURVEY CONTROL
 SL1351  ___________________________________________________________________
 SL1351* NAD 83(1996)-  47 30 59.45258(N)    097 52 07.06920(W)     ADJUSTED  
 SL1351* NAVD 88     -                                                        
 SL1351  ___________________________________________________________________
 SL1351  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 SL1351  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL1351
 SL1351  HORZ ORDER  -  THIRD
 SL1351
 SL1351.The horizontal coordinates were established by classical geodetic methods
 SL1351.and adjusted by the National Geodetic Survey in January 1998..
 SL1351
 SL1351
 SL1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1351
 SL1351.The geoid height was determined by GEOID03.
 SL1351
 SL1351;                    North         East     Units Scale Factor Converg.
 SL1351;SPC ND N     -    60,812.676   798,152.986   MT  0.99998469   +1 57 29.1
 SL1351;SPC ND N     -   199,516.65  2,618,612.16   iFT  0.99998469   +1 57 29.1
 SL1351;UTM  14      - 5,263,185.349   585,180.128   MT  0.99968916   +0 50 03.9
 SL1351
 SL1351                          SUPERSEDED SURVEY CONTROL
 SL1351
 SL1351  NAD 83(1986)-  47 30 59.45199(N)    097 52 07.06354(W) AD(       ) 4
 SL1351  NAD 27      -  47 30 59.54440(N)    097 52 05.74780(W) AD(       ) 3
 SL1351
 SL1351.Superseded values are not recommended for survey control.
 SL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1351.See file dsdata.txt to determine how the superseded data were derived.
 SL1351
 SL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8518063185(NAD 83)
 SL1351_MARKER: 87 = DOME
 SL1351
 SL1351  HISTORY     - Date     Condition        Report By
 SL1351  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1351
 SL1351                          STATION DESCRIPTION
 SL1351
 SL1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1351'THE STATION IS THE CENTER OF THE TOP OF A 65 FOOT HIGH
 SL1351'HEMISPHERICAL RADOME COVERING THE RADAR OPERATED BY THE 785TH
 SL1351'RADAR SQUADRON.  IT IS LOCATED ABOUT 1.5 MILES WEST OF THE
 SL1351'TOWN OF FINLEY, 1.6 MILES WEST OF THE JUNCTION OF STATE
 SL1351'HIGHWAYS 7 AND 32 AND 730 FEET NORTH OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0803 ***********************************************************************
 QS0803  DESIGNATION -  FIRE HEART
 QS0803  PID         -  QS0803
 QS0803  STATE/COUNTY-  ND/SIOUX
 QS0803  USGS QUAD   -  MAHTO NE (1966)
 QS0803
 QS0803                         *CURRENT SURVEY CONTROL
 QS0803  ___________________________________________________________________
 QS0803* NAD 83(1996)-  45 59 42.21890(N)    100 34 43.10157(W)     ADJUSTED  
 QS0803* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 QS0803  ___________________________________________________________________
 QS0803  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 QS0803  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 QS0803
 QS0803  HORZ ORDER  -  SECOND
 QS0803
 QS0803.The horizontal coordinates were established by classical geodetic methods
 QS0803.and adjusted by the National Geodetic Survey in January 1998..
 QS0803
 QS0803.The orthometric height was scaled from a topographic map.
 QS0803
 QS0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0803
 QS0803.The geoid height was determined by GEOID03.
 QS0803
 QS0803;                    North         East     Units Scale Factor Converg.
 QS0803;SPC ND S     -    36,506.663   593,907.540   MT  1.00004233   -0 03 26.5
 QS0803;SPC ND S     -   119,772.52  1,948,515.55   iFT  1.00004233   -0 03 26.5
 QS0803;UTM  14      - 5,094,710.217   377,751.943   MT  0.99978372   -1 08 08.2
 QS0803
 QS0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0803!SPC ND S     -   0.99991019  x   1.00004233  =   0.99995252
 QS0803!UTM  14      -   0.99991019  x   0.99978372  =   0.99969393
 QS0803
 QS0803|---------------------------------------------------------------------|
 QS0803| PID    Reference Object                     Distance      Geod. Az  |
 QS0803|                                                           dddmmss.s |
 QS0803| CO4959 FIRE HEART RM 2                      14.612 METERS 00618     |
 QS0803| CO4958 FIRE HEART RM 1                      17.322 METERS 10555     |
 QS0803| CO4957 FIRE HEART AZ MK                                   3210945.3 |
 QS0803| RR0824 FORT YATES INDIAN SCH PWR STK       APPROX.11.3 KM 3385817.5 |
 QS0803| RR0823 FORT YATES ST PETERS CATH CH        APPROX.11.9 KM 3395028.0 |
 QS0803|---------------------------------------------------------------------|
 QS0803
 QS0803                          SUPERSEDED SURVEY CONTROL
 QS0803
 QS0803  NAD 83(1986)-  45 59 42.20959(N)    100 34 43.09576(W) AD(       ) 2
 QS0803  NAD 27      -  45 59 42.22000(N)    100 34 41.64500(W) AD(       ) 2
 QS0803
 QS0803.Superseded values are not recommended for survey control.
 QS0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0803.See file dsdata.txt to determine how the superseded data were derived.
 QS0803
 QS0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7775294710(NAD 83)
 QS0803_MARKER: DD = SURVEY DISK
 QS0803_SETTING: 0 = UNSPECIFIED SETTING
 QS0803
 QS0803  HISTORY     - Date     Condition        Report By
 QS0803  HISTORY     - 1948     MONUMENTED       USE
 QS0803  HISTORY     - 1957     GOOD             CGS
 QS0803
 QS0803                          STATION DESCRIPTION
 QS0803
 QS0803'DESCRIBED BY US ENGINEERS 1948 (MJT)
 QS0803'STATION IS LOCATED ABOUT 7 MILES SOUTH AND 2.5 MILES EAST OF
 QS0803'FORT YATES, ABOUT 1 MILE WEST OF THE MISSOURI RIVER, ON A HIGH,
 QS0803'FLAT BUTTE, ON PROPERTY OF MRS. ARTHUR BENDIKSON.
 QS0803'
 QS0803'TO REACH FROM THE CORNER OF YATES STREET AND STANDING ROCK
 QS0803'AVENUE IN THE SOUTHEAST EDGE OF FORT YATES, GO SOUTH ON GRAVELED
 QS0803'ROAD FOR 4.85 MILES TO A FORK, TAKE LEFT FORK AND GO 2.75
 QS0803'MILES TO A TRACK ROAD RIGHT, TURN RIGHT ON TRACK ROAD AND GO
 QS0803'0.1 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO 0.05 MILE
 QS0803'TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD
 QS0803'FOR 0.55 MILE TO FOOT OF RIDGE, TURN LEFT AND GO SOUTHEAST
 QS0803'FOR 0.05 MILE TO TOP OF RIDGE, BEAR RIGHT, FOLLOWING TRACK
 QS0803'ROAD AROUND THE SOUTH EDGE OF RIDGE, ACROSS FIELD FOR 0.5
 QS0803'MILE TO A WIRE GATE AT A FENCE CORNER AND THE AZIMUTH MARK ON
 QS0803'LEFT, PASS THROUGH GATE, BEAR SOUTHEAST FOR 0.8 MILE TO THE
 QS0803'FOOT OF THE HIGHEST BUTTE IN THE VICINITY, PACK 0.1 MILE TO
 QS0803'TOP OF BUTTE AND STATION.
 QS0803'
 QS0803'STATION IS 14 FEET NORTH OF A WITNESS POST.  IT IS A USED
 QS0803'TRIANGULATION STATION DISK SET IN A 6-INCH, CONCRETE POST.
 QS0803'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED FIRE
 QS0803'HEART 1946.
 QS0803'
 QS0803'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 QS0803'IN A 4-INCH, IRON PIPE PROJECTING 1 FOOT, AND THE DISK IS
 QS0803'STAMPED FIRE HEART USED NO 1 1948.
 QS0803'
 QS0803'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 QS0803'IN A 4-INCH, IRON PIPE PROJECTING 10 INCHES, AND THE DISK
 QS0803'IS STAMPED FIRE HEART USED NO 2 1948.
 QS0803'
 QS0803'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NORTHWEST OF THE STATION,
 QS0803'15 FEET EAST OF A TRACK ROAD, 3 FEET SOUTHWEST OF A WITNESS
 QS0803'POST, AND 2 FEET SOUTH OF A WIRE FENCE.  IT IS A STANDARD
 QS0803'AZIMUTH MARK DISK SET IN THE TOP OF A 10-INCH, CONCRETE POST
 QS0803'PROJECTING 3 INCHES, AND THE DISK IS STAMPED FIRE HEART USED
 QS0803'1948.
 QS0803'
 QS0803'WOLF 1934, RED HORSE, NONA, RAY, AND BECKER 1934 WILL SEE
 QS0803'FROM A 4-FOOT STAND.
 QS0803'
 QS0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QS0803
 QS0803                          STATION RECOVERY (1957)
 QS0803
 QS0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0803'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0803'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 QS0803'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0804 ***********************************************************************
 QS0804  DESIGNATION -  FIRE HEART
 QS0804  PID         -  QS0804
 QS0804  STATE/COUNTY-  ND/SIOUX
 QS0804  USGS QUAD   -  MAHTO NE (1966)
 QS0804
 QS0804                         *CURRENT SURVEY CONTROL
 QS0804  ___________________________________________________________________
 QS0804* NAD 83(1996)-  45 59 42.24719(N)    100 34 43.19167(W)     ADJUSTED  
 QS0804* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 QS0804  ___________________________________________________________________
 QS0804  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 QS0804  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 QS0804
 QS0804  HORZ ORDER  -  SECOND
 QS0804
 QS0804.The horizontal coordinates were established by classical geodetic methods
 QS0804.and adjusted by the National Geodetic Survey in January 1998..
 QS0804
 QS0804.The orthometric height was scaled from a topographic map.
 QS0804
 QS0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0804
 QS0804.The geoid height was determined by GEOID03.
 QS0804
 QS0804;                    North         East     Units Scale Factor Converg.
 QS0804;SPC ND S     -    36,507.538   593,905.601   MT  1.00004232   -0 03 26.6
 QS0804;SPC ND S     -   119,775.39  1,948,509.19   iFT  1.00004232   -0 03 26.6
 QS0804;SPC SD N     -   240,394.320   555,167.782   MT  1.00007512   -0 24 34.4
 QS0804;SPC SD N     -   788,693.70  1,821,412.96   sFT  1.00007512   -0 24 34.4
 QS0804;UTM  14      - 5,094,711.128   377,750.022   MT  0.99978373   -1 08 08.3
 QS0804
 QS0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0804!SPC ND S     -   0.99991019  x   1.00004232  =   0.99995251
 QS0804!SPC SD N     -   0.99991019  x   1.00007512  =   0.99998531
 QS0804!UTM  14      -   0.99991019  x   0.99978373  =   0.99969394
 QS0804
 QS0804:                Primary Azimuth Mark                     Grid Az
 QS0804:SPC ND S     -  MCRAY                                    066 06 42.7
 QS0804:SPC SD N     -  MCRAY                                    066 27 50.5
 QS0804:UTM  14      -  MCRAY                                    067 11 24.4
 QS0804
 QS0804|---------------------------------------------------------------------|
 QS0804| PID    Reference Object                     Distance      Geod. Az  |
 QS0804|                                                           dddmmss.s |
 QS0804| RR0818 MCRAY                               APPROX. 5.7 KM 0660316.1 |
 QS0804|---------------------------------------------------------------------|
 QS0804
 QS0804                          SUPERSEDED SURVEY CONTROL
 QS0804
 QS0804  NAD 83(1986)-  45 59 42.23812(N)    100 34 43.18597(W) AD(       ) 2
 QS0804  NAD 27      -  45 59 42.25000(N)    100 34 41.72400(W) AD(       ) 2
 QS0804
 QS0804.Superseded values are not recommended for survey control.
 QS0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0804.See file dsdata.txt to determine how the superseded data were derived.
 QS0804
 QS0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR7775094711(NAD 83)
 QS0804_MARKER: Z = SEE DESCRIPTION
 QS0804_SETTING: 0 = UNSPECIFIED SETTING
 QS0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QS0804
 QS0804  HISTORY     - Date     Condition        Report By
 QS0804  HISTORY     - 1889     MONUMENTED       MORC
 QS0804
 QS0804                          STATION DESCRIPTION
 QS0804
 QS0804'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 QS0804'FIRE HEART IS ON RIGHT BANK, ON FIRE HEART BUTTE, ABOUT 2 MILES FROM
 QS0804'RIVER AND 6-1/2 MILES BELOW FORT YATES.  IT IS ON THE HIGHEST
 QS0804'OF A CLUSTER OF HILLS IN THAT VICINITY, AND THE NEAREST TO
 QS0804'THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1857 ***********************************************************************
 TG1857  DESIGNATION -  FIREHILL RESET
 TG1857  PID         -  TG1857
 TG1857  STATE/COUNTY-  ND/MCKENZIE
 TG1857  USGS QUAD   -  BANKS (1978)
 TG1857
 TG1857                         *CURRENT SURVEY CONTROL
 TG1857  ___________________________________________________________________
 TG1857* NAD 83(1996)-  48 04 38.28957(N)    103 12 51.47929(W)     ADJUSTED  
 TG1857* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 TG1857  ___________________________________________________________________
 TG1857  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 TG1857  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TG1857
 TG1857  HORZ ORDER  -  FIRST
 TG1857
 TG1857.The horizontal coordinates were established by classical geodetic methods
 TG1857.and adjusted by the National Geodetic Survey in January 1998..
 TG1857
 TG1857.The orthometric height was scaled from a topographic map.
 TG1857
 TG1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1857
 TG1857.The geoid height was determined by GEOID03.
 TG1857
 TG1857;                    North         East     Units Scale Factor Converg.
 TG1857;SPC ND N     -   123,339.740   397,802.064   MT  0.99993585   -2 01 11.3
 TG1857;SPC ND N     -   404,657.94  1,305,124.88   iFT  0.99993585   -2 01 11.3
 TG1857;UTM  13      - 5,326,434.517   633,003.803   MT  0.99981737   +1 19 43.8
 TG1857
 TG1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1857!SPC ND N     -   0.99989524  x   0.99993585  =   0.99983110
 TG1857!UTM  13      -   0.99989524  x   0.99981737  =   0.99971263
 TG1857
 TG1857|---------------------------------------------------------------------|
 TG1857| PID    Reference Object                     Distance      Geod. Az  |
 TG1857|                                                           dddmmss.s |
 TG1857| CQ8377 FIREHILL RM 2                         7.439 METERS 01759     |
 TG1857| CQ8376 FIREHILL RM 1                         4.925 METERS 14339     |
 TG1857| CQ8375 FIREHILL AZ MK                                     1472209.2 |
 TG1857|---------------------------------------------------------------------|
 TG1857
 TG1857                          SUPERSEDED SURVEY CONTROL
 TG1857
 TG1857  NAD 83(1986)-  48 04 38.28958(N)    103 12 51.47683(W) AD(       ) 1
 TG1857  NAD 27      -  48 04 38.20200(N)    103 12 49.80600(W) AD(       ) 1
 TG1857
 TG1857.Superseded values are not recommended for survey control.
 TG1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1857.See file dsdata.txt to determine how the superseded data were derived.
 TG1857
 TG1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP3300426435(NAD 83)
 TG1857_MARKER: DD = SURVEY DISK
 TG1857_SETTING: 0 = UNSPECIFIED SETTING
 TG1857
 TG1857  HISTORY     - Date     Condition        Report By
 TG1857  HISTORY     - 1945     MONUMENTED       MORC
 TG1857  HISTORY     - 1974     GOOD             LOCENG
 TG1857
 TG1857                          STATION DESCRIPTION
 TG1857
 TG1857'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 TG1857'STATION IS LOCATED ON A HIGH BLUFF OVERLOOKING THE MISSOURI
 TG1857'RIVER, ABOUT 20 MILES N OF WATFORD CITY, AND ABOUT 3 MILES
 TG1857'N OF BANKS GENERAL STORE (NOW VACANT).  IT IS IDENTICAL WITH
 TG1857'THE MISSOURI CONTROL COMMISSION STATION FIREHILL.  THE OLD
 TG1857'PIPE MARK WAS REMOVED AND REPLACED WITH A STANDARD UNDERGROUND
 TG1857'AND SURFACE MARK.  IT IS 4.7 FEET S OF A STANDARD WITNESS
 TG1857'POST AND 24 FEET E OF THE BANK.  THE DISK IS STAMPED FIREHILL
 TG1857'MRC 1945 AND PROJECTS ABOUT 4 INCHES.
 TG1857'
 TG1857'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1857'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1857'CONCRETE.
 TG1857'
 TG1857'REFERENCE MARK 1 IS 16.16 FEET SE OF THE STATION AND 10 FEET
 TG1857'N OF THE EDGE OF THE BANK.  THE DISK IS STAMPED FIREHILL MRC
 TG1857'NO 1 1945 AND PROJECTS ABOUT 2 INCHES.  IT IS A BRONZE REFERENCE
 TG1857'DISK SET IN TOP OF A CONCRETE POST.
 TG1857'
 TG1857'REFERENCE MARK 2 IS 24.40 FEET N OF THE STATION AND 20.8
 TG1857'FEET N OF THE WHITE WITNESS POST.  THE DISK IS STAMPED FIREHILL
 TG1857'MRC NO 2 1945 AND PROJECTS ABOUT 2 INCHES.  IT IS A BRONZE
 TG1857'REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1857'
 TG1857'AZIMUTH MARK IS ABOUT 0.5 MILE SE OF THE STATION, IN AN
 TG1857'OPEN FIELD, ABOUT 100 FEET N OF A GATE, 27 FEET E OF THE
 TG1857'APPROXIMATE CENTER OF THE TRACK ROAD, AND 3 FEET N OF A
 TG1857'STANDARD WITNESS POST.  THE DISK IS STAMPED FIREHILL MRC
 TG1857'1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A BRONZE AZIMUTH
 TG1857'DISK SET IN TOP OF A CONCRETE POST.
 TG1857'
 TG1857'TO REACH THE STATION FROM THE POST OFFICE IN WATFORD CITY,
 TG1857'GO N AND E ON STATE HIGHWAY 23 FOR 3 MILES TO CEMETERY AT
 TG1857'CROSSROADS, TURN LEFT AND GO N 17 MILES TO A SCHOOL AT CROSSROADS,
 TG1857'TURN LEFT AND GO 0.6 MILE TO BANKS STORE ON THE RIGHT, CONTINUE
 TG1857'ON OLD ROAD FOR 0.4 MILE, TURN RIGHT AND GO 1.6 MILES TO A
 TG1857'FORK AT GATE, TURN RIGHT, GO E UP THROUGH THE HILLS FOR
 TG1857'0.6 MILE TO A FORK, TAKE LEFT FORK DOWN ACROSS THE VALLEY
 TG1857'AND GO 0.25 MILE TO A GATE, PASS THROUGH GATE, GO ABOUT 30
 TG1857'YARDS TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON TRACK
 TG1857'ROAD FOR 0.15 MILE TO A FORK, TAKE LEFT FORK AND GO 0.45
 TG1857'MILE TO THE HIGHEST POINT AND STATION.
 TG1857'
 TG1857'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 TG1857
 TG1857                          STATION RECOVERY (1974)
 TG1857
 TG1857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GV)
 TG1857'RECOVERED BY TOMUN ENGINEERING CO
 TG1857'
 TG1857'FIREHILL MRC. 1945-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0907 ***********************************************************************
 RR0907  DESIGNATION -  FISH
 RR0907  PID         -  RR0907
 RR0907  STATE/COUNTY-  ND/MORTON
 RR0907  USGS QUAD   -  JUDSON (1970)
 RR0907
 RR0907                         *CURRENT SURVEY CONTROL
 RR0907  ___________________________________________________________________
 RR0907* NAD 83(1996)-  46 45 57.69442(N)    101 16 47.73347(W)     ADJUSTED  
 RR0907* NAVD 88     -       659.1    (meters)    2162.     (feet)  VERTCON   
 RR0907  ___________________________________________________________________
 RR0907  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 RR0907  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 RR0907
 RR0907  HORZ ORDER  -  SECOND
 RR0907
 RR0907.The horizontal coordinates were established by classical geodetic methods
 RR0907.and adjusted by the National Geodetic Survey in January 1998..
 RR0907
 RR0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0907
 RR0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0907
 RR0907.The geoid height was determined by GEOID03.
 RR0907
 RR0907;                    North         East     Units Scale Factor Converg.
 RR0907;SPC ND S     -   122,496.717   540,428.259   MT  0.99993657   -0 34 07.9
 RR0907;SPC ND S     -   401,892.12  1,773,058.59   iFT  0.99993657   -0 34 07.9
 RR0907;UTM  14      - 5,181,688.098   325,914.872   MT  0.99997250   -1 39 41.3
 RR0907
 RR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0907!SPC ND S     -   0.99989988  x   0.99993657  =   0.99983646
 RR0907!UTM  14      -   0.99989988  x   0.99997250  =   0.99987238
 RR0907
 RR0907|---------------------------------------------------------------------|
 RR0907| PID    Reference Object                     Distance      Geod. Az  |
 RR0907|                                                           dddmmss.s |
 RR0907| CQ8380 FISH RM 2                             6.233 METERS 17807     |
 RR0907| CQ8378 FISH AZ MK                                         1784035.9 |
 RR0907| CQ8381 FISH 2 AZ MK                                       1791423.4 |
 RR0907| RR0906 FISH 2                                8.131 METERS 26929     |
 RR0907| CQ8379 FISH RM 1                             6.715 METERS 35821     |
 RR0907|---------------------------------------------------------------------|
 RR0907
 RR0907                          SUPERSEDED SURVEY CONTROL
 RR0907
 RR0907  NAD 83(1986)-  46 45 57.68833(N)    101 16 47.71942(W) AD(       ) 2
 RR0907  NAD 27      -  46 45 57.69900(N)    101 16 46.21400(W) AD(       ) 2
 RR0907  NGVD 29 (07/19/86)  658.7    (m)         2161.     (f) VERT ANG       
 RR0907
 RR0907.Superseded values are not recommended for survey control.
 RR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0907.See file dsdata.txt to determine how the superseded data were derived.
 RR0907
 RR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2591581688(NAD 83)
 RR0907_MARKER: DS = TRIANGULATION STATION DISK
 RR0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0907
 RR0907  HISTORY     - Date     Condition        Report By
 RR0907  HISTORY     - 1951     MONUMENTED       CGS
 RR0907  HISTORY     - 1957     GOOD             CGS
 RR0907  HISTORY     - 1962     GOOD             CGS
 RR0907
 RR0907                          STATION DESCRIPTION
 RR0907
 RR0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VPS)
 RR0907'THE STATION IS ABOUT 7 MILES SOUTHWEST OF SWEET BRIAR, AND
 RR0907'ABOUT 4-1/2 MILES SOUTH OF JUDSON.
 RR0907'
 RR0907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RR0907'AND STATE HIGHWAY NO. 31 IN THE NORTHEAST EDGE OF NEW SALEM
 RR0907'GO EAST ON U.S. HIGHWAY NO. 10 FOR 6.05 MILES TO A CROSS ROAD
 RR0907'AND SIGN POINTING SOUTH TO JUDSON.  THEN RIGHT, SOUTH, FOR
 RR0907'1.4 MILES TO A RAILROAD CROSSING JUST WEST OF JUDSON.  CONTINUE
 RR0907'SOUTH FOR 3.75 MILES TO A CROSS ROAD.  CONTINUE SOUTH FOR
 RR0907'0.65 MILE TO THE STATION MARK ON THE RIGHT AS DESCRIBED.
 RR0907'TO REACH THE AZIMUTH MARK, CONTINUE SOUTH FOR 0.5 MILE TO THE
 RR0907'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RR0907'
 RR0907'THE STATION MARK IS 42 FEET WEST OF A GRAVELED ROAD, AND 5
 RR0907'FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES AND
 RR0907'THE DISK IS STAMPED FISH 1951.
 RR0907'
 RR0907'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE GRAVELED ROAD,
 RR0907'AND 5 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 RR0907'AND THE DISK IS STAMPED FISH NO 1 1951.
 RR0907'
 RR0907'REFERENCE MARK NO. 2 IS 42 FEET WEST OF THE GRAVELED ROAD,
 RR0907'AND 5 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 RR0907'AND THE DISK IS STAMPED FISH NO 2 1951.
 RR0907'
 RR0907'THE AZIMUTH MARK IS 49 FEET SOUTH OF A POWER-LINE POLE, 37
 RR0907'FEET WEST OF THE GRAVELED ROAD, AND 5 FEET NORTHWEST OF A
 RR0907'FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RR0907'STAMPED FISH 1951.
 RR0907'
 RR0907'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0907'CYLINDERS.
 RR0907
 RR0907                          STATION RECOVERY (1957)
 RR0907
 RR0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0907'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0907'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE 0.75 MILE SOUTH
 RR0907'OF THE STATION INSTEAD OF 0.5 MILE AS ORIGINALLY DESCRIBED.
 RR0907'THE 1951 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0907
 RR0907                          STATION RECOVERY (1962)
 RR0907
 RR0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RR0907'THIS STATION AND ALL THE MARKS WERE DESTROYED AS THEY WERE
 RR0907'IN THE WAY OF ROAD IMPROVEMENT.  A NEW STATION WAS ESTABLISHED
 RR0907'IN THE IMMEDIATE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2284 ***********************************************************************
 TF2284  DESIGNATION -  FISH
 TF2284  PID         -  TF2284
 TF2284  STATE/COUNTY-  ND/BOTTINEAU
 TF2284  USGS QUAD   -  
 TF2284
 TF2284                         *CURRENT SURVEY CONTROL
 TF2284  ___________________________________________________________________
 TF2284* NAD 83(1996)-  49 00 38.28409(N)    100 19 33.90763(W)     ADJUSTED  
 TF2284* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 TF2284  ___________________________________________________________________
 TF2284  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 TF2284  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TF2284
 TF2284  HORZ ORDER  -  THIRD
 TF2284
 TF2284.The horizontal coordinates were established by classical geodetic methods
 TF2284.and adjusted by the National Geodetic Survey in January 1998..
 TF2284
 TF2284.The orthometric height was scaled from a topographic map.
 TF2284
 TF2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2284
 TF2284.The geoid height was determined by GEOID03.
 TF2284
 TF2284;                    North         East     Units Scale Factor Converg.
 TF2284;SPC ND N     -   223,574.941   612,723.769   MT  1.00006684   +0 07 45.9
 TF2284;SPC ND N     -   733,513.59  2,010,248.59   iFT  1.00006684   +0 07 45.9
 TF2284;UTM  14      - 5,429,485.093   403,028.612   MT  0.99971552   -1 00 03.8
 TF2284
 TF2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2284!SPC ND N     -   0.99989923  x   1.00006684  =   0.99996606
 TF2284!UTM  14      -   0.99989923  x   0.99971552  =   0.99961478
 TF2284
 TF2284:                Primary Azimuth Mark                     Grid Az
 TF2284:SPC ND N     -  ACK                                      126 11 41.8
 TF2284:UTM  14      -  ACK                                      127 19 31.5
 TF2284
 TF2284|---------------------------------------------------------------------|
 TF2284| PID    Reference Object                     Distance      Geod. Az  |
 TF2284|                                                           dddmmss.s |
 TF2284| TF2264 ACK                                 APPROX. 8.6 KM 1261927.7 |
 TF2284|---------------------------------------------------------------------|
 TF2284
 TF2284                          SUPERSEDED SURVEY CONTROL
 TF2284
 TF2284  NAD 83(1986)-  49 00 38.27693(N)    100 19 33.90432(W) AD(       ) 3
 TF2284
 TF2284.Superseded values are not recommended for survey control.
 TF2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2284.See file dsdata.txt to determine how the superseded data were derived.
 TF2284
 TF2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV0302929485(NAD 83)
 TF2284_MARKER: DD = SURVEY DISK
 TF2284_SETTING: 80 = SET IN A BOULDER
 TF2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2284+STABILITY: SURFACE MOTION
 TF2284
 TF2284  HISTORY     - Date     Condition        Report By
 TF2284  HISTORY     - 1910     MONUMENTED       IBC
 TF2284
 TF2284                          STATION DESCRIPTION
 TF2284
 TF2284'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2284'ABOUT THREE - FOURTHS MILE NORTHEAST OF INTERNATIONAL BOUNDARY
 TF2284'MONUMENT 703, IN NW 1/4 SECTION 2, TOWNSHIP 1, RANGE 22 W, PRINCIPAL
 TF2284'MERIDIAN, ON THE NORTHWEST CORNER OF A LARGE FLAT - TOPPED BENCH OR
 TF2284'TABLELAND OF SEVERAL ACRES IN EXTENT, COVERED WITH HIGH BRUSH AND
 TF2284'TREES.  THIS HIGH LAND IS BETWEEN ROSS (ERAMOSH) AND MARGARET LAKES.
 TF2284'
 TF2284'STATION MARK--ORIGINALLY MARKED  BY A WOODEN HUB DRIVEN FLUSH WITH
 TF2284'THE GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE SURFACE MARK
 TF2284'IS A BRONZE DISK SET IN A GRANITE BOULDER 12 BY 12 BY 16 INCHES, ITS
 TF2284'SURFACE ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 TF2284'SUBSURFACE MARK IS A CROSS IN THE TOP OF A GRANITE BOULDER 10 BY 10
 TF2284'BY 10 INCHES, 1 FOOT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0906 ***********************************************************************
 RR0906  DESIGNATION -  FISH 2
 RR0906  PID         -  RR0906
 RR0906  STATE/COUNTY-  ND/MORTON
 RR0906  USGS QUAD   -  JUDSON (1970)
 RR0906
 RR0906                         *CURRENT SURVEY CONTROL
 RR0906  ___________________________________________________________________
 RR0906* NAD 83(1996)-  46 45 57.69205(N)    101 16 48.11666(W)     ADJUSTED  
 RR0906* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 RR0906  ___________________________________________________________________
 RR0906  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 RR0906  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 RR0906
 RR0906  HORZ ORDER  -  THIRD
 RR0906
 RR0906.The horizontal coordinates were established by classical geodetic methods
 RR0906.and adjusted by the National Geodetic Survey in January 1998..
 RR0906.No horizontal observational check was made to the station.
 RR0906
 RR0906.The orthometric height was scaled from a topographic map.
 RR0906
 RR0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0906
 RR0906.The geoid height was determined by GEOID03.
 RR0906
 RR0906;                    North         East     Units Scale Factor Converg.
 RR0906;SPC ND S     -   122,496.724   540,420.128   MT  0.99993657   -0 34 08.2
 RR0906;SPC ND S     -   401,892.14  1,773,031.92   iFT  0.99993657   -0 34 08.2
 RR0906;UTM  14      - 5,181,688.260   325,906.742   MT  0.99997254   -1 39 41.6
 RR0906
 RR0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0906!SPC ND S     -   0.99989983  x   0.99993657  =   0.99983641
 RR0906!UTM  14      -   0.99989983  x   0.99997254  =   0.99987238
 RR0906
 RR0906|---------------------------------------------------------------------|
 RR0906| PID    Reference Object                     Distance      Geod. Az  |
 RR0906|                                                           dddmmss.s |
 RR0906| RR0907 FISH                                  8.131 METERS 08929     |
 RR0906| CQ8378 FISH AZ MK                                         1781628.3 |
 RR0906| CQ8381 FISH 2 AZ MK                                       1785011.3 |
 RR0906| CQ8383 FISH 2 RM 4                           7.437 METERS 17954     |
 RR0906| CQ8382 FISH 2 RM 3                           7.391 METERS 35749     |
 RR0906|---------------------------------------------------------------------|
 RR0906
 RR0906                          SUPERSEDED SURVEY CONTROL
 RR0906
 RR0906  NAD 83(1986)-  46 45 57.68596(N)    101 16 48.10260(W) AD(       ) 3
 RR0906  NAD 27      -  46 45 57.69700(N)    101 16 46.59700(W) AD(       ) 3
 RR0906
 RR0906.Superseded values are not recommended for survey control.
 RR0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0906.See file dsdata.txt to determine how the superseded data were derived.
 RR0906
 RR0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2590781688(NAD 83)
 RR0906_MARKER: DS = TRIANGULATION STATION DISK
 RR0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0906
 RR0906  HISTORY     - Date     Condition        Report By
 RR0906  HISTORY     - 1962     MONUMENTED       CGS
 RR0906
 RR0906                          STATION DESCRIPTION
 RR0906
 RR0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RR0906'THE STATION IS ABOUT 7 MILES SOUTHWEST OF SWEET BRIAR AND ABOUT
 RR0906'4-1/2 MILES SOUTH OF JUDSON.
 RR0906'
 RR0906'TO REACH THE STATION FROM NEW SALEM, FROM THE JUNCTION
 RR0906'OF U.S. HIGHWAY 10 AND STATE HIGHWAY 31, GO EAST ON U.S. 10
 RR0906'FOR 6.05 MILES TO CROSSROADS AND SIGN JUDSON, TURN RIGHT AND
 RR0906'GO SOUTH FOR 1.4 MILES TO THE RAILROAD CROSSING AT WEST
 RR0906'EDGE OF JUDSON, CONTINUE SOUTH ON MAIN ROAD FOR 3.75 MILES TO
 RR0906'CROSSROADS, CONTINUE SOUTH FOR 0.65 MILE TO TOP OF HILL AND
 RR0906'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE
 RR0906'SOUTH FOR 0.75 MILE TO THE MARK ON THE RIGHT.
 RR0906'
 RR0906'THE STATION MARK IS 64 FEET WEST OF THE CENTERLINE OF THE
 RR0906'ROAD AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK
 RR0906'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FISH 2 1962.
 RR0906'
 RR0906'R.M. NO. 3 IS 64 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 RR0906'1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 RR0906'4 INCHES AND THE DISK IS STAMPED FISH 2 NO 3 1962.
 RR0906'
 RR0906'R.M. NO. 4 IS 64 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT
 RR0906'EAST OF RIGHT-OF-WAY FENCE.  THE MARK IS ABOUT FLUSH WITH
 RR0906'THE GROUND AND THE DISK IS STAMPED FISH 2 NO 4 1962.
 RR0906'
 RR0906'THE AZIMUTH MARK IS 72 FEET WEST OF THE CENTERLINE OF THE
 RR0906'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS
 RR0906'3 INCHES AND THE DISK IS STAMPED FISH 2 1962.
 RR0906'
 RR0906'ALL MARKS ARE SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS
 RR0906'AND ARE STANDARD BRONZE DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0946 ***********************************************************************
 RR0946  DESIGNATION -  FLAT
 RR0946  PID         -  RR0946
 RR0946  STATE/COUNTY-  ND/MORTON
 RR0946  USGS QUAD   -  BLUEGRASS (1970)
 RR0946
 RR0946                         *CURRENT SURVEY CONTROL
 RR0946  ___________________________________________________________________
 RR0946* NAD 83(1996)-  46 52 35.88644(N)    101 36 52.01683(W)     ADJUSTED  
 RR0946* NAVD 88     -       666.00   (+/-2cm)    2185.0    (feet)  VERTCON   
 RR0946  ___________________________________________________________________
 RR0946  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 RR0946  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 RR0946
 RR0946  HORZ ORDER  -  THIRD
 RR0946  VERT ORDER  -  THIRD ? (See Below)
 RR0946
 RR0946.The horizontal coordinates were established by classical geodetic methods
 RR0946.and adjusted by the National Geodetic Survey in January 1998..
 RR0946
 RR0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0946.The vertical order pertains to the NGVD 29 superseded value.
 RR0946
 RR0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0946
 RR0946.The geoid height was determined by GEOID03.
 RR0946
 RR0946;                    North         East     Units Scale Factor Converg.
 RR0946;SPC ND S     -   135,098.882   515,052.839   MT  0.99993612   -0 48 46.3
 RR0946;SPC ND S     -   443,237.80  1,689,805.90   iFT  0.99993612   -0 48 46.3
 RR0946;UTM  14      - 5,194,773.771   300,782.408   MT  1.00008782   -1 54 31.9
 RR0946
 RR0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0946!SPC ND S     -   0.99989870  x   0.99993612  =   0.99983483
 RR0946!UTM  14      -   0.99989870  x   1.00008782  =   0.99998652
 RR0946
 RR0946:                Primary Azimuth Mark                     Grid Az
 RR0946:SPC ND S     -  NAGEL                                    190 33 20.9
 RR0946:UTM  14      -  NAGEL                                    191 39 06.5
 RR0946
 RR0946|---------------------------------------------------------------------|
 RR0946| PID    Reference Object                     Distance      Geod. Az  |
 RR0946|                                                           dddmmss.s |
 RR0946| RR0947 NAGEL                               APPROX. 2.3 KM 1894434.6 |
 RR0946|---------------------------------------------------------------------|
 RR0946
 RR0946                          SUPERSEDED SURVEY CONTROL
 RR0946
 RR0946  NAD 83(1986)-  46 52 35.88059(N)    101 36 52.00732(W) AD(       ) 3
 RR0946  NAD 27      -  46 52 35.87629(N)    101 36 50.48299(W) AD(       ) 3
 RR0946  NGVD 29 (07/19/86)  665.57   (m)         2183.6    (f) LEVELING    3  
 RR0946
 RR0946.Superseded values are not recommended for survey control.
 RR0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0946.See file dsdata.txt to determine how the superseded data were derived.
 RR0946
 RR0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0078294774(NAD 83)
 RR0946_MARKER: DD = SURVEY DISK
 RR0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0946+STABILITY: SURFACE MOTION
 RR0946
 RR0946  HISTORY     - Date     Condition        Report By
 RR0946  HISTORY     - 1958     MONUMENTED       USGS
 RR0946
 RR0946                          STATION DESCRIPTION
 RR0946
 RR0946'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0946'STATION IS LOCATED APPROXIMATELY 4.0 MI N. AND APPROXIMATELY 10.0 MI
 RR0946'E. OF GLEN ULLIN, T. 139 N., R. 87 W., NEAR THE NW. COR. OF SEC. 12.
 RR0946'
 RR0946'TO REACH FROM THE POST OFFICE AT GLEN ULLIN, GO EASTWARDS ALONG U.S.
 RR0946'HWY. 10 FOR 11.0 MI TO A CROSSROADS AND SMALL WHITE CHURCH ON RIGHT,
 RR0946'TURN LEFT /N./ AND GO 2.0 MI TO A CROSSROADS, TURN RIGHT /E./ AND GO
 RR0946'0.1 MI TO STATION RIGHT AS DESCRIBED, 37 FT S. CENTER OF RD., 530 FT
 RR0946'E. CENTER OF CROSSROADS, 5 FT S. FENCE LINE AND 5 FT S. OF WHITE
 RR0946'WITNESS POST.  IN CONCRETE A STANDARD TABLET STAMPED---FLAT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0844 ***********************************************************************
 SO0844  DESIGNATION -  FLAT
 SO0844  PID         -  SO0844
 SO0844  STATE/COUNTY-  ND/MCKENZIE
 SO0844  USGS QUAD   -  FLAT ROCK BUTTE (1974)
 SO0844
 SO0844                         *CURRENT SURVEY CONTROL
 SO0844  ___________________________________________________________________
 SO0844* NAD 83(1996)-  47 26 02.94602(N)    103 51 48.00682(W)     ADJUSTED  
 SO0844* NAVD 88     -       846.9    (meters)    2779.     (feet)  VERTCON   
 SO0844  ___________________________________________________________________
 SO0844  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 SO0844  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 SO0844
 SO0844  HORZ ORDER  -  FIRST
 SO0844
 SO0844.The horizontal coordinates were established by classical geodetic methods
 SO0844.and adjusted by the National Geodetic Survey in January 1998..
 SO0844
 SO0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0844
 SO0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0844
 SO0844.The geoid height was determined by GEOID03.
 SO0844
 SO0844;                    North         East     Units Scale Factor Converg.
 SO0844;SPC ND N     -    53,809.962   346,358.366   MT  0.99999984   -2 30 10.0
 SO0844;SPC ND N     -   176,541.87  1,136,346.35   iFT  0.99999984   -2 30 10.0
 SO0844;SPC ND S     -   201,905.576   346,357.537   MT  0.99999062   -2 27 11.4
 SO0844;SPC ND S     -   662,419.87  1,136,343.63   iFT  0.99999062   -2 27 11.4
 SO0844;SPC MT       -   369,100.087 1,024,603.680   MT  0.99941967   +4 07 23.7
 SO0844;SPC MT       - 1,210,958.29  3,361,560.63   iFT  0.99941967   +4 07 23.7
 SO0844;UTM  13      - 5,254,037.865   585,712.635   MT  0.99969028   +0 50 13.9
 SO0844
 SO0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0844!SPC ND N     -   0.99986991  x   0.99999984  =   0.99986975
 SO0844!SPC ND S     -   0.99986991  x   0.99999062  =   0.99986053
 SO0844!SPC MT       -   0.99986991  x   0.99941967  =   0.99928965
 SO0844!UTM  13      -   0.99986991  x   0.99969028  =   0.99956023
 SO0844
 SO0844:                Primary Azimuth Mark                     Grid Az
 SO0844:SPC ND N     -  FLAT AZ MK                               010 21 01.4
 SO0844:SPC ND S     -  FLAT AZ MK                               010 18 02.8
 SO0844:SPC MT       -  FLAT AZ MK                               003 43 27.7
 SO0844:UTM  13      -  FLAT AZ MK                               007 00 37.5
 SO0844
 SO0844|---------------------------------------------------------------------|
 SO0844| PID    Reference Object                     Distance      Geod. Az  |
 SO0844|                                                           dddmmss.s |
 SO0844| CQ8388 FLAT AZ MK                                         0075051.4 |
 SO0844| CQ8390 FLAT RM 1                             8.990 METERS 14059     |
 SO0844| CQ8391 FLAT RM 2                             8.880 METERS 17605     |
 SO0844| CQ8389 FLAT RM                               8.890 METERS 17624     |
 SO0844|---------------------------------------------------------------------|
 SO0844
 SO0844                          SUPERSEDED SURVEY CONTROL
 SO0844
 SO0844  NAD 83(1986)-  47 26 02.94409(N)    103 51 48.00205(W) AD(       ) 1
 SO0844  NAD 27      -  47 26 02.88500(N)    103 51 46.28000(W) AD(       ) 1
 SO0844  NGVD 29 (07/19/86)  846.3    (m)         2777.     (f) VERT ANG       
 SO0844
 SO0844.Superseded values are not recommended for survey control.
 SO0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0844.See file dsdata.txt to determine how the superseded data were derived.
 SO0844
 SO0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN8571354038(NAD 83)
 SO0844_MARKER: DS = TRIANGULATION STATION DISK
 SO0844_SETTING: 66 = SET IN ROCK OUTCROP
 SO0844
 SO0844  HISTORY     - Date     Condition        Report By
 SO0844  HISTORY     - 1912     MONUMENTED       CGS
 SO0844  HISTORY     - 1935     GOOD             CGS
 SO0844  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SO0844  HISTORY     - 1972     GOOD             USGS
 SO0844
 SO0844                          STATION DESCRIPTION
 SO0844
 SO0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 SO0844'STATION IS ABOUT 7 MILES N AND 3-1/2 MILES E OF TROTTER POST
 SO0844'OFFICE, ABOUT 9 MILES E OF THE STATE LINE, ABOUT 7 MILES N OF
 SO0844'THE COUNTY LINE, AND 3 MILES IN A NORTHWESTERLY DIRECTION FROM
 SO0844'PARSONS RANCH, ON THE TOP OF A VERY PROMINENT HILL, THE HIGHEST
 SO0844'IN THE VICINITY, KNOWN LOCALLY AS FLAT TOP.  THE HILL OR BUTTE
 SO0844'IS AT THE HEAD OF THE S FORK OF BENE PIERRE CREEK AND IS CONICAL
 SO0844'IN SHAPE WITH A FLAT TOP OF SOLID ROCK 10 METERS IN DIAMETER
 SO0844'HAVING NEARLY PERPENDICULAR SIDES 10 TO 30 FEET IN HEIGHT.
 SO0844'THE STATION IS ON THE NW OR MAIN SECTION OF THE ROCK ABOUT
 SO0844'4 METERS FROM THE NW CORNER AND 2 METERS FROM THE W FACE.
 SO0844'IT IS MARKED BY A STANDARD DISK CEMENTED IN SOLID ROCK.
 SO0844'THE REFERENCE MARK, A STANDARD DISK CEMENTED IN SOLID ROCK,
 SO0844'IS 8.89 METERS FROM THE STATION S 3 DEG 36 MIN E, ON
 SO0844'THE OVERHANGING SW SECTION OF THE ROCK, WHICH IS
 SO0844'SEPARATED FROM THE MAIN TOP BY A CRACK ABOUT 9 INCHES WIDE.
 SO0844
 SO0844                          STATION RECOVERY (1935)
 SO0844
 SO0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 SO0844'STATION AND REFERENCE MARK FOUND AS DESCRIBED IN GOOD CONDITION.
 SO0844
 SO0844                          STATION RECOVERY (1941)
 SO0844
 SO0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0844'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--THE
 SO0844'REFERENCE MARK WAS FOUND TO BE LOOSE IN THE DRILL HOLE AND WAS
 SO0844'RESET AND CEMENTED IN THE SAME DRILL HOLE.  A NEW AZIMUTH MARK
 SO0844'AND A NEW REFERENCE MARK NAMELY, REFERENCE MARK NO. 1 WERE
 SO0844'ESTABLISHED BY THIS PARTY AS NOTED BELOW.  A COMPLETE NEW
 SO0844'DESCRIPTION FOLLOWS--
 SO0844'
 SO0844'STATION IS LOCATED ABOUT 7 MILES N AND 3.25 MILES E OF THE
 SO0844'TROTTER POST OFFICE, NEAR THE SE CORNER OF SEC. 25, T. 146 N, R.
 SO0844'104 W, ON THE HIGHEST HILL IN THE VICINITY KNOWN AS FLAT TOP BUTTE.
 SO0844'MARK IS STAMPED FLAT 1912.
 SO0844'
 SO0844'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS, WEDGED
 SO0844'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 SO0844'
 SO0844'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 SO0844'
 SO0844'REFERENCE MARK NO. 1 IS STAMPED FLAT NO. 1 1941.
 SO0844'
 SO0844'REFERENCE MARK NO. 2 IS STAMPED FLAT NO. 2 1912-1941.
 SO0844'
 SO0844'THE AZIMUTH MARK IS 37 FEET W OF THE CENTER LINE OF A TRACK
 SO0844'ROAD AND 5.6 FEET S OF A WHITE REFERENCE POST.  IT IS STAMPED
 SO0844'FLAT 1941 AND PROJECTS ABOUT 8 INCHES.
 SO0844'
 SO0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 SO0844'STATE HIGHWAY 16, ABOUT 2 MILES S OF THE TOWN OF ALEXANDER, GO S
 SO0844'ON STATE HIGHWAY 16 FOR 30.9 MILES TO WHERE THE NEW GRADE CONTINUES
 SO0844'STRAIGHT AHEAD AND OLD STATE HIGHWAY 16 BEARS LEFT, BEAR LEFT ON
 SO0844'OLD STATE HIGHWAY 16 AND GO 0.4 MILE TO A DIRT ROAD LEFT, TURN
 SO0844'LEFT AND GO 0.7 MILE TO A CROSS ROAD, TURN RIGHT, S, AND GO 0.2
 SO0844'MILE TO A DIAGONAL CROSS ROAD, TAKE LEFT FORK, MAIN ROAD, AND
 SO0844'GO 0.7 MILE TO A GATE, PASS THROUGH GATE AND GO 0.4 MILE TO DIM
 SO0844'CROSS ROAD, CONTINUE STRAIGHT AHEAD AND GO 2.4 MILES TO THE
 SO0844'AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD AND GO
 SO0844'0.5 MILE TO A DIM CROSS ROAD, TURN SHARP RIGHT AND GO 0.3
 SO0844'MILE TO A GATE, PASS THROUGH GATE AND GO 0.6 MILE, FOLLOWING MAIN
 SO0844'TRACK ROAD W, S, AND SE UPHILL TO THE END OF TRUCK TRAVEL.  FROM
 SO0844'THIS POINT PACK UPHILL ABOUT 50 YARDS TO THE FLAT TOP AND
 SO0844'STATION.
 SO0844'
 SO0844'4-FOOT SIGNALS AT STATIONS TROTTER 1912, BLUE 2, LOVERING
 SO0844'1912, 1941, SHEEP 2, BEAR, AND RHOADES ARE VISIBLE FROM THE
 SO0844'GROUND.
 SO0844
 SO0844                          STATION RECOVERY (1972)
 SO0844
 SO0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (BFD)
 SO0844'TO REACH THE STATION FROM THE SQUAW GAP SCHOOL HOUSE NORTH OF
 SO0844'TROTTERS GO EASTERLY ALONG MAIN GRAVEL ROAD FOR 1.1 MILES TO
 SO0844'A T ROAD S.  TURN RIGHT AND GO SOUTHERLY ON MAIN GRAVEL ROAD
 SO0844'FOR 4.2 MILES TO A CATTLE GUARD.  PASS THRU CATTLE GUARD AND
 SO0844'TURN RIGHT, WESTERLY, FOR 0.1 MILES TO A GATE.  PASS THRU GATE
 SO0844'AND TURN SOUTHERLY ACROSS COUNTRY FOR 1.0 MILES TO WEST SLOPE
 SO0844'OF FLAT ROCK BUTTE AND END OF TRUCK TRAVEL.  PACK ABOUT 50
 SO0844'YARDS TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0955 ***********************************************************************
 RR0955  DESIGNATION -  FLAT TOP
 RR0955  PID         -  RR0955
 RR0955  STATE/COUNTY-  ND/GRANT
 RR0955  USGS QUAD   -  CROWN BUTTE CREEK SE (1980)
 RR0955
 RR0955                         *CURRENT SURVEY CONTROL
 RR0955  ___________________________________________________________________
 RR0955* NAD 83(1996)-  46 35 56.31048(N)    101 35 41.82057(W)     ADJUSTED  
 RR0955* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 RR0955  ___________________________________________________________________
 RR0955  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 RR0955  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 RR0955
 RR0955  HORZ ORDER  -  THIRD
 RR0955
 RR0955.The horizontal coordinates were established by classical geodetic methods
 RR0955.and adjusted by the National Geodetic Survey in January 1998..
 RR0955
 RR0955.The orthometric height was scaled from a topographic map.
 RR0955
 RR0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0955
 RR0955.The geoid height was determined by GEOID03.
 RR0955
 RR0955;                    North         East     Units Scale Factor Converg.
 RR0955;SPC ND S     -   104,216.610   516,108.820   MT  0.99994427   -0 47 55.1
 RR0955;SPC ND S     -   341,918.01  1,693,270.41   iFT  0.99994427   -0 47 55.1
 RR0955;UTM  14      - 5,163,872.400   301,249.889   MT  1.00008556   -1 53 09.6
 RR0955
 RR0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0955!SPC ND S     -   0.99989317  x   0.99994427  =   0.99983744
 RR0955!UTM  14      -   0.99989317  x   1.00008556  =   0.99997872
 RR0955
 RR0955:                Primary Azimuth Mark                     Grid Az
 RR0955:SPC ND S     -  HARPERS SCHOOL                           212 39 24.1
 RR0955:UTM  14      -  HARPERS SCHOOL                           213 44 38.6
 RR0955
 RR0955|---------------------------------------------------------------------|
 RR0955| PID    Reference Object                     Distance      Geod. Az  |
 RR0955|                                                           dddmmss.s |
 RR0955| RR0956 HARPERS SCHOOL                      APPROX. 5.2 KM 2115129.0 |
 RR0955|---------------------------------------------------------------------|
 RR0955
 RR0955                          SUPERSEDED SURVEY CONTROL
 RR0955
 RR0955  NAD 83(1986)-  46 35 56.30275(N)    101 35 41.81141(W) AD(       ) 3
 RR0955  NAD 27      -  46 35 56.26352(N)    101 35 40.32619(W) AD(       ) 3
 RR0955
 RR0955.Superseded values are not recommended for survey control.
 RR0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0955.See file dsdata.txt to determine how the superseded data were derived.
 RR0955
 RR0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0125063872(NAD 83)
 RR0955_MARKER: DD = SURVEY DISK
 RR0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0955+STABILITY: SURFACE MOTION
 RR0955
 RR0955  HISTORY     - Date     Condition        Report By
 RR0955  HISTORY     - 1941     MONUMENTED       USGS
 RR0955
 RR0955                          STATION DESCRIPTION
 RR0955
 RR0955'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0955'LOCATED NEAR CENTER OF NE. 1/4 SEC. 15, T. 136 N., R. 87 W., ON LAND
 RR0955'SAID TO BELONG TO THE STATE.  ON SW. EDGE OF FAIRLY FLAT, LOW TOP.  A
 RR0955'RIDGE TO THE NE., AND A RIDGE TO THE ESE., ABOUT 0.5 MI DISTANT ARE
 RR0955'HIGHER THAN THIS TOP.  STATION IS 30 FT N. OF SMALL TOP, AT POINT
 RR0955'WHERE RIDGE STARTS SLOPING TO S.
 RR0955'
 RR0955'TO REACH FROM CENTER OF SEC. 15 /T - RD. E./ GO E. ON SECTION - LINE
 RR0955'RD. FOR 0.3 MI.  TURN OFF RD. TO LEFT, AND DRIVE IN NORTHERLY
 RR0955'DIRECTION 0.2 MI TO TOP OF RIDGE AND STATION.
 RR0955'
 RR0955'STANDARD TABLET SET IN TOP OF CONCRETE POST STAMPED---FLAT TOP
 RR0955'1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0887 ***********************************************************************
 RR0887  DESIGNATION -  FLAX
 RR0887  PID         -  RR0887
 RR0887  STATE/COUNTY-  ND/MORTON
 RR0887  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0887
 RR0887                         *CURRENT SURVEY CONTROL
 RR0887  ___________________________________________________________________
 RR0887* NAD 83(1996)-  46 51 07.08913(N)    101 01 23.18400(W)     ADJUSTED  
 RR0887* NAVD 88     -       642.4    (meters)    2108.     (feet)  VERTCON   
 RR0887  ___________________________________________________________________
 RR0887  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 RR0887  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 RR0887
 RR0887  HORZ ORDER  -  SECOND
 RR0887
 RR0887.The horizontal coordinates were established by classical geodetic methods
 RR0887.and adjusted by the National Geodetic Survey in January 1998..
 RR0887
 RR0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0887
 RR0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0887
 RR0887.The geoid height was determined by GEOID03.
 RR0887
 RR0887;                    North         East     Units Scale Factor Converg.
 RR0887;SPC ND S     -   131,887.231   560,107.701   MT  0.99993590   -0 22 53.6
 RR0887;SPC ND S     -   432,700.89  1,837,623.69   iFT  0.99993590   -0 22 53.6
 RR0887;UTM  14      - 5,190,701.215   345,769.890   MT  0.99989237   -1 28 34.8
 RR0887
 RR0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0887!SPC ND S     -   0.99990261  x   0.99993590  =   0.99983852
 RR0887!UTM  14      -   0.99990261  x   0.99989237  =   0.99979499
 RR0887
 RR0887|---------------------------------------------------------------------|
 RR0887| PID    Reference Object                     Distance      Geod. Az  |
 RR0887|                                                           dddmmss.s |
 RR0887| CQ8396 FLAX RM 1                             8.268 METERS 14728     |
 RR0887| CQ8395 FLAX AZ MK                                         2253825.2 |
 RR0887| CQ8397 FLAX RM 2                             9.979 METERS 32203     |
 RR0887|---------------------------------------------------------------------|
 RR0887
 RR0887                          SUPERSEDED SURVEY CONTROL
 RR0887
 RR0887  NAD 83(1986)-  46 51 07.08315(N)    101 01 23.16671(W) AD(       ) 2
 RR0887  NAD 27      -  46 51 07.10600(N)    101 01 21.67300(W) AD(       ) 2
 RR0887  NGVD 29 (07/19/86)  642.0    (m)         2106.     (f) VERT ANG       
 RR0887
 RR0887.Superseded values are not recommended for survey control.
 RR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0887.See file dsdata.txt to determine how the superseded data were derived.
 RR0887
 RR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS4577090701(NAD 83)
 RR0887_MARKER: DB = BENCH MARK DISK
 RR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0887
 RR0887  HISTORY     - Date     Condition        Report By
 RR0887  HISTORY     - 1951     MONUMENTED       USGS
 RR0887  HISTORY     - 1951     GOOD             USGS
 RR0887  HISTORY     - 1957     GOOD             CGS
 RR0887
 RR0887                          STATION DESCRIPTION
 RR0887
 RR0887'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0887'THE STATION IS LOCATED ON A HIGH RIDGE ON LAND OWNED BY PAUL
 RR0887'KEMMORSETT, ABOUT 18 MILES EAST OF NEW SALEM, ABOUT 7 MILES
 RR0887'NORTHWEST OF MANDAN, AND ABOUT 0.1 MILE SOUTH OF A WIRE FENCE.
 RR0887'
 RR0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 RR0887'STATE HIGHWAY 31 AT THE NORTHEAST EDGE OF NEW SALEM, GO EAST
 RR0887'ON HIGHWAY 10 FOR 12.2 MILES TO A CROSS ROAD AT A SIGN POINTING
 RR0887'SOUTH TO SWEET BRIAR.  CONTINUE EAST ON THE HIGHWAY FOR 6.3
 RR0887'MILES TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05
 RR0887'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 RR0887'TRACK ROAD FOR 0.35 MILE TO A FENCE CORNER ON THE RIGHT.  TURN
 RR0887'RIGHT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.2
 RR0887'MILE.  BEAR RIGHT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.1
 RR0887'MILE TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 RR0887'
 RR0887'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RR0887'MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST.
 RR0887'IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED FLAX 1941.
 RR0887'
 RR0887'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RR0887'FLAX USGS NO 1 1951.
 RR0887'
 RR0887'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RR0887'FLAX USGS NO 2 1951.
 RR0887'
 RR0887'THE AZIMUTH MARK IS 30 FEET NORTHEAST OF THE CENTER OF A TRACK
 RR0887'ROAD AND 3 FEET SOUTH OF A FENCE POST.  IT PROJECTS 7 INCHES,
 RR0887'AND THE DISK IS STAMPED FLAX USGS 1951.
 RR0887'
 RR0887'THE AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 RR0887'TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0887
 RR0887                          STATION RECOVERY (1951)
 RR0887
 RR0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0887'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0887
 RR0887                          STATION RECOVERY (1957)
 RR0887
 RR0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0887'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0887'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1761 ***********************************************************************
 TG1761  DESIGNATION -  FLAXTON
 TG1761  PID         -  TG1761
 TG1761  STATE/COUNTY-  ND/BURKE
 TG1761  USGS QUAD   -  NORTHGATE (1949)
 TG1761
 TG1761                         *CURRENT SURVEY CONTROL
 TG1761  ___________________________________________________________________
 TG1761* NAD 83(1996)-  48 54 07.63418(N)    102 19 34.91191(W)     ADJUSTED  
 TG1761* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 TG1761  ___________________________________________________________________
 TG1761  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 TG1761  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 TG1761
 TG1761  HORZ ORDER  -  FIRST
 TG1761
 TG1761.The horizontal coordinates were established by classical geodetic methods
 TG1761.and adjusted by the National Geodetic Survey in January 1998..
 TG1761
 TG1761.The orthometric height was scaled from a topographic map.
 TG1761
 TG1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1761
 TG1761.The geoid height was determined by GEOID03.
 TG1761
 TG1761;                    North         East     Units Scale Factor Converg.
 TG1761;SPC ND N     -   213,080.280   466,107.459   MT  1.00003785   -1 21 32.6
 TG1761;SPC ND N     -   699,082.28  1,529,223.95   iFT  1.00003785   -1 21 32.6
 TG1761;UTM  13      - 5,420,021.215   695,929.772   MT  1.00007163   +2 00 55.6
 TG1761
 TG1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1761!SPC ND N     -   0.99990943  x   1.00003785  =   0.99994728
 TG1761!UTM  13      -   0.99990943  x   1.00007163  =   0.99998105
 TG1761
 TG1761:                Primary Azimuth Mark                     Grid Az
 TG1761:SPC ND N     -  SPY                                      011 54 49.1
 TG1761:UTM  13      -  SPY                                      008 32 20.9
 TG1761
 TG1761|---------------------------------------------------------------------|
 TG1761| PID    Reference Object                     Distance      Geod. Az  |
 TG1761|                                                           dddmmss.s |
 TG1761| TG1921 SPY                                 APPROX.13.8 KM 0103316.5 |
 TG1761|---------------------------------------------------------------------|
 TG1761
 TG1761                          SUPERSEDED SURVEY CONTROL
 TG1761
 TG1761  NAD 83(1986)-  48 54 07.63555(N)    102 19 34.89694(W) AD(       ) 1
 TG1761  NAD 27      -  48 54 07.52500(N)    102 19 33.29100(W) AD(       ) 1
 TG1761
 TG1761.Superseded values are not recommended for survey control.
 TG1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1761.See file dsdata.txt to determine how the superseded data were derived.
 TG1761
 TG1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9593020021(NAD 83)
 TG1761_MARKER: DS = TRIANGULATION STATION DISK
 TG1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1761+STABILITY: SURFACE MOTION
 TG1761
 TG1761  HISTORY     - Date     Condition        Report By
 TG1761  HISTORY     - 1924     MONUMENTED       GSC
 TG1761  HISTORY     - 1935     GOOD             CGS
 TG1761
 TG1761                          STATION DESCRIPTION
 TG1761
 TG1761'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1761'ABOUT ONE-HALF MILE NORTH AND 2-1/2 MILES EAST OF FLAXTON.
 TG1761'THE STATION IS IN THE SOUTHWEST CORNER OF NW 1/4 SEC. 35, T. 163
 TG1761'N., R. 90 W., FIFTH PRINCIPAL MERIDIAN, ABOUT ONE-THIRD MILE
 TG1761'SOUTH AND ONE-FOURTH MILE EAST OF A HOUSE.
 TG1761'
 TG1761'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TG1761'MARK.  THE REFERENCE MARK IS THE CENTER OF THE EAST SIDE OF SEC.
 TG1761'34, T. 163 N., R. 90 W., 108.75 METERS FROM THE STATION
 TG1761'S 47 DEG 26 MIN W.
 TG1761
 TG1761                          STATION RECOVERY (1935)
 TG1761
 TG1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1761'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TG1761'THE SURFACE MARK PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0227 ***********************************************************************
 TG0227  DESIGNATION -  FLAXTON 2 RM 5 AZIMUTH
 TG0227  PID         -  TG0227
 TG0227  STATE/COUNTY-  ND/BURKE
 TG0227  USGS QUAD   -  NORTHGATE (1949)
 TG0227
 TG0227                         *CURRENT SURVEY CONTROL
 TG0227  ___________________________________________________________________
 TG0227* NAD 83(1986)-  48 54 07.     (N)    102 19 35.     (W)     SCALED    
 TG0227* NAVD 88     -       591.83   (+/-2cm)    1941.7    (feet)  VERTCON   
 TG0227  ___________________________________________________________________
 TG0227  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 TG0227
 TG0227  VERT ORDER  -  THIRD (See Below)
 TG0227
 TG0227.The horizontal coordinates were scaled from a topographic map and have
 TG0227.an estimated accuracy of +/- 6 seconds.
 TG0227
 TG0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0227.The vertical order pertains to the NGVD 29 superseded value.
 TG0227
 TG0227.The geoid height was determined by GEOID03.
 TG0227
 TG0227;                    North         East    Units  Estimated Accuracy
 TG0227;SPC ND N     -   213,060.      466,110.      MT  (+/- 180 meters Scaled)
 TG0227
 TG0227                          SUPERSEDED SURVEY CONTROL
 TG0227
 TG0227  NGVD 29 (11/04/04)  591.42   (m)         1940.4    (f) RESET       3  
 TG0227
 TG0227.Superseded values are not recommended for survey control.
 TG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0227.See file dsdata.txt to determine how the superseded data were derived.
 TG0227
 TG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ959200(NAD 83)
 TG0227_MARKER: DR = REFERENCE MARK DISK
 TG0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0227_SP_SET: MONUMENT
 TG0227_STAMPING: FLAXTON 2 1946 NO 5 1973
 TG0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0227
 TG0227  HISTORY     - Date     Condition        Report By
 TG0227  HISTORY     - 1973     MONUMENTED       NGS
 TG0227
 TG0227                          STATION DESCRIPTION
 TG0227
 TG0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TG0227'2.8 MI E FROM FLAXTON.
 TG0227'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE DEPOT AT
 TG0227'FLAXTON, THENCE EAST ALONG U.S. HIGHWAY 52 FOR 2.4 MILES, IN SECTION
 TG0227'34, T 163 N, R 90 W, 0.3 MILE WEST OF THE CROSSROAD INTERSECTION WITH
 TG0227'COUNTY ROAD 15 LEADING SOUTH AND A SECTION LINE TRACK ROAD LEADING
 TG0227'NORTH, 109 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 52, 5 FEET
 TG0227'NORTHEAST OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST, AND
 TG0227'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1764 ***********************************************************************
 TG1764  DESIGNATION -  FLAXTON MUNICIPAL TANK
 TG1764  PID         -  TG1764
 TG1764  STATE/COUNTY-  ND/BURKE
 TG1764  USGS QUAD   -  FLAXTON (1947)
 TG1764
 TG1764                         *CURRENT SURVEY CONTROL
 TG1764  ___________________________________________________________________
 TG1764* NAD 83(1996)-  48 53 57.50153(N)    102 23 32.90936(W)     ADJUSTED  
 TG1764* NAVD 88     -                                                        
 TG1764  ___________________________________________________________________
 TG1764  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 TG1764  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TG1764
 TG1764  HORZ ORDER  -  THIRD
 TG1764
 TG1764.The horizontal coordinates were established by classical geodetic methods
 TG1764.and adjusted by the National Geodetic Survey in January 1998..
 TG1764
 TG1764
 TG1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1764
 TG1764.The geoid height was determined by GEOID03.
 TG1764
 TG1764;                    North         East     Units Scale Factor Converg.
 TG1764;SPC ND N     -   212,884.397   461,254.107   MT  1.00003715   -1 24 29.7
 TG1764;SPC ND N     -   698,439.62  1,513,300.88   iFT  1.00003715   -1 24 29.7
 TG1764;UTM  13      - 5,419,540.012   691,096.254   MT  1.00004864   +1 57 55.8
 TG1764
 TG1764                          SUPERSEDED SURVEY CONTROL
 TG1764
 TG1764  NAD 83(1986)-  48 53 57.50413(N)    102 23 32.89267(W) AD(       ) 4
 TG1764  NAD 27      -  48 53 57.38700(N)    102 23 31.29600(W) AD(       ) 3
 TG1764
 TG1764.Superseded values are not recommended for survey control.
 TG1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1764.See file dsdata.txt to determine how the superseded data were derived.
 TG1764
 TG1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9109619540(NAD 83)
 TG1764_MARKER: 53 = ELEVATED TANK
 TG1764
 TG1764  HISTORY     - Date     Condition        Report By
 TG1764  HISTORY     - 1963     FIRST OBSERVED   CGS
 TG1764
 TG1764                          STATION DESCRIPTION
 TG1764
 TG1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1764'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE TOWN OF
 TG1764'FLAXTON.
 TG1764'
 TG1764'TO REACH THE STATION FROM THE POST OFFICE IN FLAXTON, GO EAST
 TG1764'1/2 BLOCK, TURN RIGHT AND GO SOUTH FOR 1/2 BLOCK TO THE TANK ON
 TG1764'THE LEFT.
 TG1764'
 TG1764'THE TANK IS A STEEL STRUCTURE SUPPORTED BY 4 STEEL LEGS.  IT IS
 TG1764'ABOUT 125 FEET IN HEIGHT, PAINTED SILVER AND HAS THE NAME
 TG1764'FLAXTON PAINTED IN BLACK LETTERS ACROSS ONE SIDE OF THE TANK.
 TG1764'
 TG1764'THE POINT INTERSECTED WAS THE BALL ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1763 ***********************************************************************
 TG1763  DESIGNATION -  FLAXTON UNITED LUTH CH STEEPLE
 TG1763  PID         -  TG1763
 TG1763  STATE/COUNTY-  ND/BURKE
 TG1763  USGS QUAD   -  FLAXTON (1947)
 TG1763
 TG1763                         *CURRENT SURVEY CONTROL
 TG1763  ___________________________________________________________________
 TG1763* NAD 83(1996)-  48 53 48.38380(N)    102 23 25.58140(W)     ADJUSTED  
 TG1763* NAVD 88     -                                                        
 TG1763  ___________________________________________________________________
 TG1763  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 TG1763  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TG1763
 TG1763  HORZ ORDER  -  THIRD
 TG1763
 TG1763.The horizontal coordinates were established by classical geodetic methods
 TG1763.and adjusted by the National Geodetic Survey in January 1998..
 TG1763
 TG1763
 TG1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1763
 TG1763.The geoid height was determined by GEOID03.
 TG1763
 TG1763;                    North         East     Units Scale Factor Converg.
 TG1763;SPC ND N     -   212,599.149   461,396.398   MT  1.00003652   -1 24 24.3
 TG1763;SPC ND N     -   697,503.77  1,513,767.71   iFT  1.00003652   -1 24 24.3
 TG1763;UTM  13      - 5,419,263.629   691,255.086   MT  1.00004939   +1 58 01.1
 TG1763
 TG1763                          SUPERSEDED SURVEY CONTROL
 TG1763
 TG1763  NAD 83(1986)-  48 53 48.38637(N)    102 23 25.56610(W) AD(       ) 4
 TG1763  NAD 27      -  48 53 48.27100(N)    102 23 23.96800(W) AD(       ) 3
 TG1763
 TG1763.Superseded values are not recommended for survey control.
 TG1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1763.See file dsdata.txt to determine how the superseded data were derived.
 TG1763
 TG1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ9125519264(NAD 83)
 TG1763
 TG1763  HISTORY     - Date     Condition        Report By
 TG1763  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1763  HISTORY     - 1963     GOOD             CGS
 TG1763
 TG1763                          STATION DESCRIPTION
 TG1763
 TG1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1763'THE STATION IS LOCATED IN THE VILLAGE OF FLAXTON ABOUT 3 BLOCKS
 TG1763'SOUTH FROM THE POST OFFICE ON THE LEFT HAND SIDE OF THE
 TG1763'STREET AS IT IS APPROACHED FROM THE EAST.
 TG1763'
 TG1763'IT IS OF WHITE WOODEN CONSTRUCTION AND IS ABOUT 30 FEET
 TG1763'WIDE, 60 FEET LONG AND HAS A 55 FOOT STEEPLE ON THE NORTH
 TG1763'OR FRONT END.  THE STEEPLE IS SURMOUNTED BY A LARGE BALL WITH
 TG1763'A WEATHER VANE AND SMALL BALL ON TOP OF THAT.
 TG1763'
 TG1763'THE POINT INTERSECTED WAS THE SMALL BALL ATOP THE WEATHER
 TG1763'VANE.
 TG1763'
 TG1763'TO REACH FROM THE POST OFFICE IN FLAXTON, GO EAST 1/2 BLOCK
 TG1763'TO INTERSECTION WITH TALL FLAGPOLE, HERE TURN RIGHT AND GO
 TG1763'SOUTH 3 BLOCKS TO ANOTHER INTERSECTION.  TURN RIGHT HERE
 TG1763'AND GO WEST 1/2 BLOCK TO CHURCH ON SOUTH SIDE OF STREET.
 TG1763
 TG1763                          STATION RECOVERY (1963)
 TG1763
 TG1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1763'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN
 TG1763'OF FLAXTON.
 TG1763'
 TG1763'TO REACH THE STATION FROM THE POST OFFICE IN FLAXTON, GO
 TG1763'WEST 1/2 BLOCK TURN LEFT, GO SOUTH FOR 0.2 MILE, TURN LEFT,
 TG1763'GO EAST 1/2 BLOCK TO THE CHURCH ON THE RIGHT.
 TG1763'
 TG1763'THE CHURCH IS A WOOD STRUCTURE, PAINTED WHITE IN COLOR AND
 TG1763'HAS AN UNPAINTED, SHINGLE ROOF.  IT IS ABOUT 45 FEET IN
 TG1763'HEIGHT.
 TG1763'
 TG1763'THE POINT INTERSECTED WAS THE WEATHER VANE ATOP THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0957 ***********************************************************************
 RR0957  DESIGNATION -  FLEA BACK
 RR0957  PID         -  RR0957
 RR0957  STATE/COUNTY-  ND/GRANT
 RR0957  USGS QUAD   -  CROWN BUTTE CREEK SW (1980)
 RR0957
 RR0957                         *CURRENT SURVEY CONTROL
 RR0957  ___________________________________________________________________
 RR0957* NAD 83(1996)-  46 33 55.32789(N)    101 44 23.62246(W)     ADJUSTED  
 RR0957* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 RR0957  ___________________________________________________________________
 RR0957  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 RR0957  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 RR0957
 RR0957  HORZ ORDER  -  THIRD
 RR0957
 RR0957.The horizontal coordinates were established by classical geodetic methods
 RR0957.and adjusted by the National Geodetic Survey in January 1998..
 RR0957
 RR0957.The orthometric height was scaled from a topographic map.
 RR0957
 RR0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0957
 RR0957.The geoid height was determined by GEOID03.
 RR0957
 RR0957;                    North         East     Units Scale Factor Converg.
 RR0957;SPC ND S     -   100,646.553   504,945.561   MT  0.99994684   -0 54 15.7
 RR0957;SPC ND S     -   330,205.23  1,656,645.54   iFT  0.99994684   -0 54 15.7
 RR0957;UTM  14      - 5,160,514.131   290,019.046   MT  1.00014200   -1 59 25.2
 RR0957
 RR0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0957!SPC ND S     -   0.99989548  x   0.99994684  =   0.99984232
 RR0957!UTM  14      -   0.99989548  x   1.00014200  =   1.00003746
 RR0957
 RR0957:                Primary Azimuth Mark                     Grid Az
 RR0957:SPC ND S     -  MURPHY                                   268 47 40.8
 RR0957:UTM  14      -  MURPHY                                   269 52 50.3
 RR0957
 RR0957|---------------------------------------------------------------------|
 RR0957| PID    Reference Object                     Distance      Geod. Az  |
 RR0957|                                                           dddmmss.s |
 RR0957| RR0963 MURPHY                              APPROX. 8.2 KM 2675325.1 |
 RR0957| RR0961 ST JOSEPH CHURCH                    APPROX.10.5 KM 3541005.2 |
 RR0957|---------------------------------------------------------------------|
 RR0957
 RR0957                          SUPERSEDED SURVEY CONTROL
 RR0957
 RR0957  NAD 83(1986)-  46 33 55.32011(N)    101 44 23.61503(W) AD(       ) 3
 RR0957  NAD 27      -  46 33 55.29015(N)    101 44 22.09015(W) AD(       ) 3
 RR0957
 RR0957.Superseded values are not recommended for survey control.
 RR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0957.See file dsdata.txt to determine how the superseded data were derived.
 RR0957
 RR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9001960514(NAD 83)
 RR0957_MARKER: DD = SURVEY DISK
 RR0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0957_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0957+STABILITY: SURFACE MOTION
 RR0957
 RR0957  HISTORY     - Date     Condition        Report By
 RR0957  HISTORY     - 1941     MONUMENTED       USGS
 RR0957
 RR0957                          STATION DESCRIPTION
 RR0957
 RR0957'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0957'LOCATED IN SE. 1/4 SEC. 28, T. 136 N., R. 88 W., ON LAND SAID TO
 RR0957'BELONG TO THE STATE.  ON HIGHEST POINT OF ROUND - TOPPED RIDGE, AND
 RR0957'ABOUT 500 FT W. OF N. - S. FENCE LINE, WHICH IS ON LINE BETWEEN SECS.
 RR0957'27 AND 28.
 RR0957'
 RR0957'TO REACH FROM COR. SECS. 28, 29, 32, AND 33, /OLD CROSS ROAD/ FOLLOW
 RR0957'SECTION - LINE RD. E. FOR 0.45 MI. TO ABANDONED SCHOOL, THENCE FOLLOW
 RR0957'PRAIRIE RD. IN NE. DIRECTION FOR 0.45 MI.  LEAVE RD., AND GO IN E.
 RR0957'DIRECTION 0.2 MI TO TOP OF RIDGE AND STATION.
 RR0957'
 RR0957'STANDARD TABLET SET IN TOP OF CONCRETE POST STAMPED---FLEA BACK 1941--
 RR0957'-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0941 ***********************************************************************
 RR0941  DESIGNATION -  FLEAK SCHOOL
 RR0941  PID         -  RR0941
 RR0941  STATE/COUNTY-  ND/GRANT
 RR0941  USGS QUAD   -  SHEEP CREEK DAM (1972)
 RR0941
 RR0941                         *CURRENT SURVEY CONTROL
 RR0941  ___________________________________________________________________
 RR0941* NAD 83(1996)-  46 20 57.06052(N)    101 50 05.41408(W)     ADJUSTED  
 RR0941* NAVD 88     -                                                        
 RR0941  ___________________________________________________________________
 RR0941  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 RR0941  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RR0941
 RR0941  HORZ ORDER  -  THIRD
 RR0941
 RR0941.The horizontal coordinates were established by classical geodetic methods
 RR0941.and adjusted by the National Geodetic Survey in January 1998..
 RR0941
 RR0941
 RR0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0941
 RR0941.The geoid height was determined by GEOID03.
 RR0941
 RR0941;                    North         East     Units Scale Factor Converg.
 RR0941;SPC ND S     -    76,739.094   497,259.345   MT  0.99997153   -0 58 25.0
 RR0941;SPC ND S     -   251,768.68  1,631,428.30   iFT  0.99997153   -0 58 25.0
 RR0941;UTM  14      - 5,136,751.229   281,880.988   MT  1.00018486   -2 03 07.1
 RR0941
 RR0941                          SUPERSEDED SURVEY CONTROL
 RR0941
 RR0941  NAD 83(1986)-  46 20 57.05222(N)    101 50 05.40882(W) AD(       ) 4
 RR0941  NAD 27      -  46 20 57.02712(N)    101 50 03.89332(W) AD(       ) 3
 RR0941
 RR0941.Superseded values are not recommended for survey control.
 RR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0941.See file dsdata.txt to determine how the superseded data were derived.
 RR0941
 RR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8188136751(NAD 83)
 RR0941_MARKER: 85 = CHIMNEY
 RR0941
 RR0941  HISTORY     - Date     Condition        Report By
 RR0941  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0941
 RR0941                          STATION DESCRIPTION
 RR0941
 RR0941'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0941'LOCATED IN SW. 1/4 OF SEC. 11, T. 133 N., R. 89 W., ABOUT 1.0 MI S. OF
 RR0941'LOW WATER BRIDGE CROSSING OF N. BRANCH OF CANNON BALL RIVER.
 RR0941'STATION MARK--CENTER OF TOP OF CHIMNEY ON FLEAK SCHOOL.  NO CHECK ON
 RR0941'ON THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1958 ***********************************************************************
 TG1958  DESIGNATION -  FLED
 TG1958  PID         -  TG1958
 TG1958  STATE/COUNTY-  ND/DIVIDE
 TG1958  USGS QUAD   -  
 TG1958
 TG1958                         *CURRENT SURVEY CONTROL
 TG1958  ___________________________________________________________________
 TG1958* NAD 83(1996)-  49 00 06.23603(N)    103 46 16.39683(W)     ADJUSTED  
 TG1958* NAVD 88     -       723.     (meters)    2372.     (feet)  SCALED    
 TG1958  ___________________________________________________________________
 TG1958  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 TG1958  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1958
 TG1958  HORZ ORDER  -  THIRD
 TG1958
 TG1958.The horizontal coordinates were established by classical geodetic methods
 TG1958.and adjusted by the National Geodetic Survey in January 1998..
 TG1958
 TG1958.The orthometric height was scaled from a topographic map.
 TG1958
 TG1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1958
 TG1958.The geoid height was determined by GEOID03.
 TG1958
 TG1958;                    North         East     Units Scale Factor Converg.
 TG1958;SPC ND N     -   227,654.533   360,703.777   MT  1.00006432   -2 26 03.2
 TG1958;SPC ND N     -   746,898.07  1,183,411.34   iFT  1.00006432   -2 26 03.2
 TG1958;UTM  13      - 5,428,375.735   589,871.905   MT  0.99969922   +0 55 38.8
 TG1958
 TG1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1958!SPC ND N     -   0.99988965  x   1.00006432  =   0.99995396
 TG1958!UTM  13      -   0.99988965  x   0.99969922  =   0.99958890
 TG1958
 TG1958:                Primary Azimuth Mark                     Grid Az
 TG1958:SPC ND N     -  SKERMO                                   201 50 06.9
 TG1958:UTM  13      -  SKERMO                                   198 28 24.9
 TG1958
 TG1958|---------------------------------------------------------------------|
 TG1958| PID    Reference Object                     Distance      Geod. Az  |
 TG1958|                                                           dddmmss.s |
 TG1958| TG2071 SKERMO                              APPROX. 5.1 KM 1992403.7 |
 TG1958| TG1928 BOUNDARY MON 591 CD US              270.473 METERS 20350     |
 TG1958|---------------------------------------------------------------------|
 TG1958
 TG1958                          SUPERSEDED SURVEY CONTROL
 TG1958
 TG1958  NAD 83(1986)-  49 00 06.23922(N)    103 46 16.39226(W) AD(       ) 3
 TG1958
 TG1958.Superseded values are not recommended for survey control.
 TG1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1958.See file dsdata.txt to determine how the superseded data were derived.
 TG1958
 TG1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8987228376(NAD 83)
 TG1958_MARKER: DD = SURVEY DISK
 TG1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1958+STABILITY: SURFACE MOTION
 TG1958
 TG1958  HISTORY     - Date     Condition        Report By
 TG1958  HISTORY     - 1911     MONUMENTED       IBC
 TG1958
 TG1958                          STATION DESCRIPTION
 TG1958
 TG1958'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1958'IN SE 1/4 SECTION 2, TOWNSHIP 1, RANGE 14 W, SECOND MERIDIAN, ABOUT
 TG1958'300 METERS NORTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 591.  THE
 TG1958'STATION IS ON A KNOLL, SLIGHTLY HIGHER THAN THE MONUMENT.
 TG1958'
 TG1958'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1958'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0633 ***********************************************************************
 SN0633  DESIGNATION -  FLEE
 SN0633  PID         -  SN0633
 SN0633  STATE/COUNTY-  ND/MCLEAN
 SN0633  USGS QUAD   -  GARRISON (1981)
 SN0633
 SN0633                         *CURRENT SURVEY CONTROL
 SN0633  ___________________________________________________________________
 SN0633* NAD 83(1996)-  47 44 19.42306(N)    101 25 17.30150(W)     ADJUSTED  
 SN0633* NAVD 88     -       617.280  (meters)    2025.19   (feet)  ADJUSTED  
 SN0633  ___________________________________________________________________
 SN0633  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 SN0633  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SN0633  DYNAMIC HT  -         617.341 (meters)    2025.39  (feet)  COMP
 SN0633  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SN0633
 SN0633  HORZ ORDER  -  THIRD
 SN0633  VERT ORDER  -  SECOND    CLASS 0
 SN0633
 SN0633.The horizontal coordinates were established by classical geodetic methods
 SN0633.and adjusted by the National Geodetic Survey in January 1998..
 SN0633
 SN0633.The orthometric height was determined by differential leveling
 SN0633.and adjusted by the National Geodetic Survey in June 1991..
 SN0633
 SN0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0633
 SN0633.The geoid height was determined by GEOID03.
 SN0633
 SN0633.The dynamic height is computed by dividing the NAVD 88
 SN0633.geopotential number by the normal gravity value computed on the
 SN0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0633.degrees latitude (g = 980.6199 gals.).
 SN0633
 SN0633.The modeled gravity was interpolated from observed gravity values.
 SN0633
 SN0633;                    North         East     Units Scale Factor Converg.
 SN0633;SPC ND N     -    82,545.575   530,893.121   MT  0.99995398   -0 41 08.5
 SN0633;SPC ND N     -   270,818.82  1,741,775.33   iFT  0.99995398   -0 41 08.5
 SN0633;UTM  14      - 5,290,101.512   318,463.982   MT  1.00000498   -1 47 33.3
 SN0633
 SN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0633!SPC ND N     -   0.99990636  x   0.99995398  =   0.99986034
 SN0633!UTM  14      -   0.99990636  x   1.00000498  =   0.99991134
 SN0633
 SN0633:                Primary Azimuth Mark                     Grid Az
 SN0633:SPC ND N     -  MAX MUNICIPAL TANK                       044 51 54.1
 SN0633:UTM  14      -  MAX MUNICIPAL TANK                       045 58 18.9
 SN0633
 SN0633|---------------------------------------------------------------------|
 SN0633| PID    Reference Object                     Distance      Geod. Az  |
 SN0633|                                                           dddmmss.s |
 SN0633| SN1623 MAX MUNICIPAL TANK                  APPROX.13.1 KM 0441045.6 |
 SN0633| SN0632 FLEE RM 1                            14.689 METERS 21306     |
 SN0633| SN0634 FLEE RM 2                            15.451 METERS 32930     |
 SN0633|---------------------------------------------------------------------|
 SN0633
 SN0633                          SUPERSEDED SURVEY CONTROL
 SN0633
 SN0633  NAD 83(1986)-  47 44 19.42262(N)    101 25 17.29606(W) AD(       ) 3
 SN0633  NGVD 29 (??/??/92)  616.875  (m)         2023.86   (f) ADJ UNCH    2 0
 SN0633
 SN0633.Superseded values are not recommended for survey control.
 SN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0633.See file dsdata.txt to determine how the superseded data were derived.
 SN0633
 SN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1846490102(NAD 83)
 SN0633_MARKER: DS = TRIANGULATION STATION DISK
 SN0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0633_STAMPING: FLEE 1962
 SN0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0633+STABILITY: SURFACE MOTION
 SN0633
 SN0633  HISTORY     - Date     Condition        Report By
 SN0633  HISTORY     - 1962     MONUMENTED       CGS
 SN0633  HISTORY     - 1962     GOOD             CGS
 SN0633
 SN0633                          STATION DESCRIPTION
 SN0633
 SN0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0633'THE STATION IS LOCATED 6 MILES NORTH OF THE TOWN OF GARRISON, IN THE
 SN0633'SW 1/4 OF SEC. 10, T149N, R84W, ON THE WEST EDGE OF A CULTIVATED
 SN0633'FIELD.
 SN0633'
 SN0633'TO REACH FROM THE POST OFFICE IN GARRISON, GO WEST FOR 0.1 MILE TO
 SN0633'THE JUNCTION WITH COUNTY ROUTE 15.  TURN RIGHT AND GO NORTHWEST AND
 SN0633'NORTH ON COUNTY ROUTE 15 FOR 5.8 MILES TO A CROSSROAD.  CONTINUE
 SN0633'NORTH FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 SN0633'
 SN0633'THE STATION MARK IS A STANDARD DISK STAMPED FLEE 1962 AND SET IN THE
 SN0633'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 SN0633'IT IS 94 FEET EAST OF THE CENTER OF COUNTY ROUTE 15, 5.3 FEET SOUTH
 SN0633'OF A POWER LINE POLE AND 2.6 FEET NORTH OF THE WITNESS POST.
 SN0633'
 SN0633'REFERENCE MARK NO. 1, STAMPED FLEE NO 1 1962, IS A STANDARD DISK SET
 SN0633'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 SN0633'INCHES.  IT IS 68 FEET EAST OF THE CENTER OF COUNTY ROUTE 15, 52.6
 SN0633'FEET SOUTHWEST OF A POWER LINE POLE AND 46.1 FEET SOUTHWEST OF THE
 SN0633'WITNESS POST.
 SN0633'
 SN0633'REFERENCE MARK NO. 2, STAMPED FLEE NO 2 1962, IS A STANDARD DISK
 SN0633'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0633'6 INCHES.  IT IS 68 FEET EAST OF THE CENTER OF COUNTY ROUTE 15,
 SN0633'52.7 FEET NORTHWEST OF THE WITNESS POST AND 46 FEET NORTHWEST OF A
 SN0633'POWER LINE POLE.
 SN0633'
 SN0633'THE DISTANCE FROM RM 1 TO RM 2 IS 84.03 FEET OR 25.612 METERS.
 SN0633
 SN0633                          STATION RECOVERY (1962)
 SN0633
 SN0633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0633'6.3 MI N FROM GARRISON.
 SN0633'ABOUT 6.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0633'THE CENTERLINE OF THE ROAD, 51.0 FEET SOUTHEAST OF R. M. 2, 48.0 FEET
 SN0633'NORTHEAST OF R. M. 1, 5.0 FEET SOUTH OF A POWER POLE, 2.5 FEET NORTH
 SN0633'OF A WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 SN0633'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0632 ***********************************************************************
 SN0632  DESIGNATION -  FLEE RM 1
 SN0632  PID         -  SN0632
 SN0632  STATE/COUNTY-  ND/MCLEAN
 SN0632  USGS QUAD   -  GARRISON (1981)
 SN0632
 SN0632                         *CURRENT SURVEY CONTROL
 SN0632  ___________________________________________________________________
 SN0632* NAD 83(1986)-  47 44 19.     (N)    101 25 18.     (W)     SCALED    
 SN0632* NAVD 88     -       617.051  (meters)    2024.44   (feet)  ADJUSTED  
 SN0632  ___________________________________________________________________
 SN0632  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 SN0632  DYNAMIC HT  -         617.111 (meters)    2024.64  (feet)  COMP
 SN0632  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SN0632
 SN0632  VERT ORDER  -  SECOND    CLASS 0
 SN0632
 SN0632.The horizontal coordinates were scaled from a topographic map and have
 SN0632.an estimated accuracy of +/- 6 seconds.
 SN0632
 SN0632.The orthometric height was determined by differential leveling
 SN0632.and adjusted by the National Geodetic Survey in June 1991..
 SN0632
 SN0632.The geoid height was determined by GEOID03.
 SN0632
 SN0632.The dynamic height is computed by dividing the NAVD 88
 SN0632.geopotential number by the normal gravity value computed on the
 SN0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0632.degrees latitude (g = 980.6199 gals.).
 SN0632
 SN0632.The modeled gravity was interpolated from observed gravity values.
 SN0632
 SN0632;                    North         East    Units  Estimated Accuracy
 SN0632;SPC ND N     -    82,530.      530,880.      MT  (+/- 180 meters Scaled)
 SN0632
 SN0632                          SUPERSEDED SURVEY CONTROL
 SN0632
 SN0632  NGVD 29 (??/??/92)  616.646  (m)         2023.11   (f) ADJ UNCH    2 0
 SN0632
 SN0632.Superseded values are not recommended for survey control.
 SN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0632.See file dsdata.txt to determine how the superseded data were derived.
 SN0632
 SN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184900(NAD 83)
 SN0632_MARKER: DR = REFERENCE MARK DISK
 SN0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0632_STAMPING: FLEE NO 1 1962
 SN0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0632+STABILITY: SURFACE MOTION
 SN0632
 SN0632  HISTORY     - Date     Condition        Report By
 SN0632  HISTORY     - 1962     MONUMENTED       CGS
 SN0632
 SN0632                          STATION DESCRIPTION
 SN0632
 SN0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0632'6.3 MI N FROM GARRISON.
 SN0632'ABOUT 6.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0632'AT GARRISON, 59 FEET EAST OF THE CENTERLINE OF THE ROAD, 84.0 FEET
 SN0632'SOUTH OF R. M. 2, 48.0 FEET SOUTHWEST OF THE STATION FLEE 1962, AND
 SN0632'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0634 ***********************************************************************
 SN0634  DESIGNATION -  FLEE RM 2
 SN0634  PID         -  SN0634
 SN0634  STATE/COUNTY-  ND/MCLEAN
 SN0634  USGS QUAD   -  GARRISON (1981)
 SN0634
 SN0634                         *CURRENT SURVEY CONTROL
 SN0634  ___________________________________________________________________
 SN0634* NAD 83(1986)-  47 44 20.     (N)    101 25 19.     (W)     SCALED    
 SN0634* NAVD 88     -       617.078  (meters)    2024.53   (feet)  ADJUSTED  
 SN0634  ___________________________________________________________________
 SN0634  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 SN0634  DYNAMIC HT  -         617.139 (meters)    2024.73  (feet)  COMP
 SN0634  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SN0634
 SN0634  VERT ORDER  -  SECOND    CLASS 0
 SN0634
 SN0634.The horizontal coordinates were scaled from a topographic map and have
 SN0634.an estimated accuracy of +/- 6 seconds.
 SN0634
 SN0634.The orthometric height was determined by differential leveling
 SN0634.and adjusted by the National Geodetic Survey in June 1991..
 SN0634
 SN0634.The geoid height was determined by GEOID03.
 SN0634
 SN0634.The dynamic height is computed by dividing the NAVD 88
 SN0634.geopotential number by the normal gravity value computed on the
 SN0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0634.degrees latitude (g = 980.6199 gals.).
 SN0634
 SN0634.The modeled gravity was interpolated from observed gravity values.
 SN0634
 SN0634;                    North         East    Units  Estimated Accuracy
 SN0634;SPC ND N     -    82,560.      530,860.      MT  (+/- 180 meters Scaled)
 SN0634
 SN0634                          SUPERSEDED SURVEY CONTROL
 SN0634
 SN0634  NGVD 29 (??/??/92)  616.673  (m)         2023.20   (f) ADJ UNCH    2 0
 SN0634
 SN0634.Superseded values are not recommended for survey control.
 SN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0634.See file dsdata.txt to determine how the superseded data were derived.
 SN0634
 SN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184901(NAD 83)
 SN0634_MARKER: DR = REFERENCE MARK DISK
 SN0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0634_STAMPING: FLEE NO 2 1962
 SN0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0634+STABILITY: SURFACE MOTION
 SN0634
 SN0634  HISTORY     - Date     Condition        Report By
 SN0634  HISTORY     - 1962     MONUMENTED       CGS
 SN0634
 SN0634                          STATION DESCRIPTION
 SN0634
 SN0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0634'6.3 MI N FROM GARRISON.
 SN0634'ABOUT 6.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN0634'AT GARRISON, 59 FEET EAST OF THE CENTERLINE OF THE ROAD, 84.0 FEET
 SN0634'NORTH OF R. M. 1, 51.0 FEET NORTHWEST OF THE STATION FLEE 1962, AND
 SN0634'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0424 ***********************************************************************
 SN0424  DESIGNATION -  FLEMING AZ MK 2
 SN0424  PID         -  SN0424
 SN0424  STATE/COUNTY-  ND/MCHENRY
 SN0424  USGS QUAD   -  BALFOUR (1958)
 SN0424
 SN0424                         *CURRENT SURVEY CONTROL
 SN0424  ___________________________________________________________________
 SN0424* NAD 83(1986)-  47 58 41.     (N)    100 33 20.     (W)     SCALED    
 SN0424* NAVD 88     -       495.34   (+/-2cm)    1625.1    (feet)  VERTCON   
 SN0424  ___________________________________________________________________
 SN0424  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 SN0424
 SN0424  VERT ORDER  -  THIRD (See Below)
 SN0424
 SN0424.The horizontal coordinates were scaled from a topographic map and have
 SN0424.an estimated accuracy of +/- 6 seconds.
 SN0424
 SN0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0424.The vertical order pertains to the NGVD 29 superseded value.
 SN0424
 SN0424.The geoid height was determined by GEOID03.
 SN0424
 SN0424;                    North         East    Units  Estimated Accuracy
 SN0424;SPC ND N     -   108,740.      595,850.      MT  (+/- 180 meters Scaled)
 SN0424
 SN0424                          SUPERSEDED SURVEY CONTROL
 SN0424
 SN0424  NGVD 29 (11/04/04)  494.96   (m)         1623.9    (f) RESET       3  
 SN0424
 SN0424.Superseded values are not recommended for survey control.
 SN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0424.See file dsdata.txt to determine how the superseded data were derived.
 SN0424
 SN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU839150(NAD 83)
 SN0424_MARKER: DZ = AZIMUTH MARK DISK
 SN0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0424+STABILITY: SURFACE MOTION
 SN0424
 SN0424  HISTORY     - Date     Condition        Report By
 SN0424  HISTORY     - 1976     MONUMENTED       NGS
 SN0424  HISTORY     - 1976     GOOD             NGS
 SN0424
 SN0424                          STATION DESCRIPTION
 SN0424
 SN0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SN0424'3.0 MI NW FROM BALFOUR.
 SN0424'ABOUT 0.5 MI WEST ALONG US HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0424'BALFOUR, THENCE 1.9 MI NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MI WEST
 SN0424'ALONG A TRACK ROAD, AT THE EAST EDGE OF A FIELD ENTRANCE, NEAR THE
 SN0424'HALF SECTION PROPERTY LINE, 28 FT SOUTH OF THE CENTER OF THE TRACK
 SN0424'ROAD, 11 FT NORTHWEST OF THE NORTHWEST CORNER OF TREE SHELTERBELT
 SN0424'LEADING SOUTH AND EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0429 ***********************************************************************
 SN0429  DESIGNATION -  FLEMING RM 3
 SN0429  PID         -  SN0429
 SN0429  STATE/COUNTY-  ND/MCHENRY
 SN0429  USGS QUAD   -  BALFOUR (1958)
 SN0429
 SN0429                         *CURRENT SURVEY CONTROL
 SN0429  ___________________________________________________________________
 SN0429* NAD 83(1986)-  47 58 54.     (N)    100 33 54.     (W)     SCALED    
 SN0429* NAVD 88     -       502.77   (+/-2cm)    1649.5    (feet)  VERTCON   
 SN0429  ___________________________________________________________________
 SN0429  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SN0429
 SN0429  VERT ORDER  -  THIRD (See Below)
 SN0429
 SN0429.The horizontal coordinates were scaled from a topographic map and have
 SN0429.an estimated accuracy of +/- 6 seconds.
 SN0429
 SN0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0429.The vertical order pertains to the NGVD 29 superseded value.
 SN0429
 SN0429.The geoid height was determined by GEOID03.
 SN0429
 SN0429;                    North         East    Units  Estimated Accuracy
 SN0429;SPC ND N     -   109,140.      595,150.      MT  (+/- 180 meters Scaled)
 SN0429
 SN0429                          SUPERSEDED SURVEY CONTROL
 SN0429
 SN0429  NGVD 29 (11/04/04)  502.39   (m)         1648.3    (f) RESET       3  
 SN0429
 SN0429.Superseded values are not recommended for survey control.
 SN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0429.See file dsdata.txt to determine how the superseded data were derived.
 SN0429
 SN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU832154(NAD 83)
 SN0429_MARKER: DR = REFERENCE MARK DISK
 SN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0429_STAMPING: FLEMING 1946 NO 3 1976
 SN0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0429+STABILITY: SURFACE MOTION
 SN0429
 SN0429  HISTORY     - Date     Condition        Report By
 SN0429  HISTORY     - 1976     MONUMENTED       NGS
 SN0429
 SN0429                          STATION DESCRIPTION
 SN0429
 SN0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SN0429'3.7 MI NW FROM BALFOUR.
 SN0429'ABOUT 0.5 MILE WEST ALONG US HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0429'BALFOUR, THENCE 1.9 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MI.
 SN0429'WEST ALONG A TRACK ROAD, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD,
 SN0429'ON THE SOUTHEAST SLOPE OF HIGH KNOLL, 131 FT WEST OF CENTER OF ROAD,
 SN0429'110 FT NORTH OF TREE LINE, 2.5 FT WEST OF TELEPHONE CABLE GUARD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0430 ***********************************************************************
 SN0430  DESIGNATION -  FLEMING RM 4
 SN0430  PID         -  SN0430
 SN0430  STATE/COUNTY-  ND/MCHENRY
 SN0430  USGS QUAD   -  BALFOUR (1958)
 SN0430
 SN0430                         *CURRENT SURVEY CONTROL
 SN0430  ___________________________________________________________________
 SN0430* NAD 83(1986)-  47 58 54.     (N)    100 33 54.     (W)     SCALED    
 SN0430* NAVD 88     -       501.81   (+/-2cm)    1646.4    (feet)  VERTCON   
 SN0430  ___________________________________________________________________
 SN0430  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 SN0430
 SN0430  VERT ORDER  -  THIRD (See Below)
 SN0430
 SN0430.The horizontal coordinates were scaled from a topographic map and have
 SN0430.an estimated accuracy of +/- 6 seconds.
 SN0430
 SN0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0430.The vertical order pertains to the NGVD 29 superseded value.
 SN0430
 SN0430.The geoid height was determined by GEOID03.
 SN0430
 SN0430;                    North         East    Units  Estimated Accuracy
 SN0430;SPC ND N     -   109,140.      595,150.      MT  (+/- 180 meters Scaled)
 SN0430
 SN0430                          SUPERSEDED SURVEY CONTROL
 SN0430
 SN0430  NGVD 29 (11/04/04)  501.43   (m)         1645.1    (f) RESET       3  
 SN0430
 SN0430.Superseded values are not recommended for survey control.
 SN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0430.See file dsdata.txt to determine how the superseded data were derived.
 SN0430
 SN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU832154(NAD 83)
 SN0430_MARKER: DR = REFERENCE MARK DISK
 SN0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0430_STAMPING: FLEMING 1946 NO 4 1976
 SN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0430+STABILITY: SURFACE MOTION
 SN0430
 SN0430  HISTORY     - Date     Condition        Report By
 SN0430  HISTORY     - 1976     MONUMENTED       NGS
 SN0430
 SN0430                          STATION DESCRIPTION
 SN0430
 SN0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SN0430'3.7 MI NW FROM BALFOUR.
 SN0430'ABOUT 0.5 MILE WEST ALONG US HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0430'BALFOUR, THENCE 1.9 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SN0430'WEST ALONG A TRACK ROAD, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD,
 SN0430'ON THE SOUTH SLOPE OF A HIGH KNOLL, IN AN EAST-WEST TREE LINE, 174
 SN0430'FEET WEST OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1959 ***********************************************************************
 TG1959  DESIGNATION -  FLEW
 TG1959  PID         -  TG1959
 TG1959  STATE/COUNTY-  ND/DIVIDE
 TG1959  USGS QUAD   -  
 TG1959
 TG1959                         *CURRENT SURVEY CONTROL
 TG1959  ___________________________________________________________________
 TG1959* NAD 83(1996)-  49 00 01.23079(N)    103 51 10.53275(W)     ADJUSTED  
 TG1959* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 TG1959  ___________________________________________________________________
 TG1959  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 TG1959  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG1959
 TG1959  HORZ ORDER  -  THIRD
 TG1959
 TG1959.The horizontal coordinates were established by classical geodetic methods
 TG1959.and adjusted by the National Geodetic Survey in January 1998..
 TG1959
 TG1959.The orthometric height was scaled from a topographic map.
 TG1959
 TG1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1959
 TG1959.The geoid height was determined by GEOID03.
 TG1959
 TG1959;                    North         East     Units Scale Factor Converg.
 TG1959;SPC ND N     -   227,757.147   354,723.940   MT  1.00006393   -2 29 42.1
 TG1959;SPC ND N     -   747,234.73  1,163,792.45   iFT  1.00006393   -2 29 42.1
 TG1959;UTM  13      - 5,428,127.660   583,898.558   MT  0.99968647   +0 51 56.7
 TG1959
 TG1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1959!SPC ND N     -   0.99989105  x   1.00006393  =   0.99995498
 TG1959!UTM  13      -   0.99989105  x   0.99968647  =   0.99957756
 TG1959
 TG1959:                Primary Azimuth Mark                     Grid Az
 TG1959:SPC ND N     -  FLED                                     090 58 57.6
 TG1959:UTM  13      -  FLED                                     087 37 18.8
 TG1959
 TG1959|---------------------------------------------------------------------|
 TG1959| PID    Reference Object                     Distance      Geod. Az  |
 TG1959|                                                           dddmmss.s |
 TG1959| TG1958 FLED                                APPROX. 6.0 KM 0882915.5 |
 TG1959| TG1983 BOUNDARY MON 589 CD US              154.037 METERS 12141     |
 TG1959|---------------------------------------------------------------------|
 TG1959
 TG1959                          SUPERSEDED SURVEY CONTROL
 TG1959
 TG1959  NAD 83(1986)-  49 00 01.23370(N)    103 51 10.53013(W) AD(       ) 3
 TG1959
 TG1959.Superseded values are not recommended for survey control.
 TG1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1959.See file dsdata.txt to determine how the superseded data were derived.
 TG1959
 TG1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8389928128(NAD 83)
 TG1959_MARKER: DD = SURVEY DISK
 TG1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1959+STABILITY: SURFACE MOTION
 TG1959
 TG1959  HISTORY     - Date     Condition        Report By
 TG1959  HISTORY     - 1911     MONUMENTED       IBC
 TG1959
 TG1959                          STATION DESCRIPTION
 TG1959
 TG1959'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1959'IN THE SOUTHWEST CORNER OF SW 1/4 SECTION 5, TOWNSHIP 1, RANGE 14 W,
 TG1959'SECOND MERIDIAN.  THE STATION IS 154 METERS NORTHWEST OF INTERNATIONAL
 TG1959'BOUNDARY MONUMENT 589 AND ABOUT 100 METERS NORTH OF THE BOUNDARY, ON
 TG1959'A HIGH, NARROW RIDGE.
 TG1959'
 TG1959'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1959'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1587 ***********************************************************************
 SN1587  DESIGNATION -  FLICKER
 SN1587  PID         -  SN1587
 SN1587  STATE/COUNTY-  ND/MCLEAN
 SN1587  USGS QUAD   -  TURTLE CREEK NE (1980)
 SN1587
 SN1587                         *CURRENT SURVEY CONTROL
 SN1587  ___________________________________________________________________
 SN1587* NAD 83(1996)-  47 27 44.45395(N)    100 51 27.61416(W)     ADJUSTED  
 SN1587* NAVD 88     -       619.3    (meters)    2032.     (feet)  VERTCON   
 SN1587  ___________________________________________________________________
 SN1587  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 SN1587  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SN1587
 SN1587  HORZ ORDER  -  FIRST
 SN1587
 SN1587.The horizontal coordinates were established by classical geodetic methods
 SN1587.and adjusted by the National Geodetic Survey in January 1998..
 SN1587
 SN1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1587
 SN1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1587
 SN1587.The geoid height was determined by GEOID03.
 SN1587
 SN1587;                    North         East     Units Scale Factor Converg.
 SN1587;SPC ND N     -    51,466.865   573,032.808   MT  0.99999442   -0 15 58.2
 SN1587;SPC ND N     -   168,854.54  1,880,028.90   iFT  0.99999442   -0 15 58.2
 SN1587;UTM  14      - 5,258,217.929   359,994.534   MT  0.99984089   -1 22 08.5
 SN1587
 SN1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1587!SPC ND N     -   0.99990621  x   0.99999442  =   0.99990063
 SN1587!UTM  14      -   0.99990621  x   0.99984089  =   0.99974711
 SN1587
 SN1587:                Primary Azimuth Mark                     Grid Az
 SN1587:SPC ND N     -  MERCER ANDREWS GRAIN CO ELEV             075 11 58.1
 SN1587:UTM  14      -  MERCER ANDREWS GRAIN CO ELEV             076 18 08.4
 SN1587
 SN1587|---------------------------------------------------------------------|
 SN1587| PID    Reference Object                     Distance      Geod. Az  |
 SN1587|                                                           dddmmss.s |
 SN1587| SN1578 MERCER ANDREWS GRAIN CO ELEV        APPROX.11.4 KM 0745559.9 |
 SN1587| CO4972 FLICKER RM 1                         28.550 METERS 08844     |
 SN1587| CO4973 FLICKER RM 2                         26.390 METERS 17924     |
 SN1587| CO4971 FLICKER AZ MK                                      1793813.1 |
 SN1587| SN1593 OIL DERRICK SW OF TURTLE LAKE       APPROX. 9.1 KM 2881740.1 |
 SN1587| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX. 6.9 KM 3385037.8 |
 SN1587| SN1611 TURTLE LAKE EQUITY ELEVATOR         APPROX. 7.2 KM 3393456.9 |
 SN1587|---------------------------------------------------------------------|
 SN1587
 SN1587                          SUPERSEDED SURVEY CONTROL
 SN1587
 SN1587  NAD 83(1986)-  47 27 44.45699(N)    100 51 27.60429(W) AD(       ) 1
 SN1587  NAD 27      -  47 27 44.46500(N)    100 51 26.10100(W) AD(       ) 1
 SN1587  NGVD 29 (07/19/86)  618.9    (m)         2031.     (f) VERT ANG       
 SN1587
 SN1587.Superseded values are not recommended for survey control.
 SN1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1587.See file dsdata.txt to determine how the superseded data were derived.
 SN1587
 SN1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5999558218(NAD 83)
 SN1587_MARKER: DS = TRIANGULATION STATION DISK
 SN1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1587
 SN1587  HISTORY     - Date     Condition        Report By
 SN1587  HISTORY     - 1934     MONUMENTED       CGS
 SN1587  HISTORY     - 1941     GOOD             CGS
 SN1587  HISTORY     - 1957     GOOD             CGS
 SN1587
 SN1587                          STATION DESCRIPTION
 SN1587
 SN1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1587'STATION IS 4 MILES, AIR LINE, SSE OF TURTLE LAKE POST OFFICE ON
 SN1587'TOP OF A CONSPICUOUS FLAT-TOPPED RIDGE, THE HIGHEST IN THE
 SN1587'VICINITY.  THIS RIDGE IS ABOUT 100 YARDS LONG AND RUNS IN A N-S
 SN1587'DIRECTION.  IT IS IN SEC. 15, T. 146 N, R. 80 W.
 SN1587'
 SN1587'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1587'BRONZE DISKS SET IN CONCRETE.
 SN1587'
 SN1587'THE AZIMUTH MARK IS 28 FEET N OF AN E-W SECTION LINE ROAD, AND
 SN1587'1-1/2 FEET N OF SECTION LINE FENCE.
 SN1587'
 SN1587'A 10-FOOT STAND WILL CLEAR ALL LINES.
 SN1587
 SN1587                          STATION RECOVERY (1941)
 SN1587
 SN1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1587'STATION RECOVERED AND FOUND AS DESCRIBED.  ALL MARKS IN GOOD
 SN1587'CONDITION.
 SN1587'
 SN1587'STATION IS ABOUT 0.3 MILE N OF A DIRT SECTION LINE ROAD AND 13.5
 SN1587'FEET NE OF A WHITE REFERENCE POST.  IT IS STAMPED FLICKER 1934
 SN1587'AND PROJECTS 3 INCHES.
 SN1587'
 SN1587'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS STAMPED
 SN1587'FLICKER NO. 1 1934 AND PROJECTS 3 INCHES.
 SN1587'
 SN1587'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS STAMPED
 SN1587'FLICKER NO. 2 1934 AND PROJECTS 3 INCHES.
 SN1587'
 SN1587'THE AZIMUTH MARK IS S OF THE STATION, 28 FEET N OF A DIRT SECTION
 SN1587'LINE ROAD, 1.5 FEET N OF A FENCE AND 3 FEET NE OF A WHITE
 SN1587'REFERENCE POST.  IT IS STAMPED FLICKER AZIMUTH 1934 AND PROJECTS
 SN1587'4 INCHES.
 SN1587'
 SN1587'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 SN1587'AND 41, ABOUT 1 MILE W OF TURTLE LAKE, GO LEFT (S) ON A GRAVEL
 SN1587'ROAD FOR 4.0 MILES.  TURN LEFT (E) ON DIRT ROAD FOR 2.5 MILES
 SN1587'TO THE SW CORNER OF A FENCED PASTURE.  (AZIMUTH MARK IS REACHED
 SN1587'FROM THIS POINT BY CONTINUING E ON DIRT ROAD FOR 0.3 MILE TO
 SN1587'THE MARK ON THE LEFT.) CROSS FENCE AND GO NE ACROSS PASTURE TO
 SN1587'TOP OF RIDGE AND STATION.
 SN1587'
 SN1587'A 4-FOOT STAND AT FEIEREISEN IS VISIBLE ON THE GROUND.
 SN1587'
 SN1587'A 24-FOOT SIGNAL AT HOFFER IS VISIBLE ON THE GROUND.
 SN1587'
 SN1587'A 24-FOOT SIGNAL AT BIRST IS VISIBLE ON THE GROUND.
 SN1587'
 SN1587'A 37-FOOT SIGNAL AT LINDELL IS VISIBLE ON THE GROUND.
 SN1587
 SN1587                          STATION RECOVERY (1957)
 SN1587
 SN1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1587'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1587'CONDITION.  THE AZIMUTH MARK IS 0.05 MI. E OF THE SW CORNER OF
 SN1587'THE FENCED PASTURE INSTEAD OF 0.3 MI. AS DESCRIBED.  THERE WAS
 SN1587'NO GATE IN THE PASTURE FENCE SO THE STATION IS REACHED FROM THE
 SN1587'AZIMUTH MARK BY CONTINUING E TO CROSSROADS, TURN LEFT AND GO
 SN1587'N TO A FARMHOUSE ON THE LEFT, PASS THROUGH LOTS AND GO SW AND
 SN1587'S THROUGH PASTURE TO THE SUMMIT OF A RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1637 ***********************************************************************
 SN1637  DESIGNATION -  FOLEY
 SN1637  PID         -  SN1637
 SN1637  STATE/COUNTY-  ND/MCLEAN
 SN1637  USGS QUAD   -  GARRISON DAM NORTH (1972)
 SN1637
 SN1637                         *CURRENT SURVEY CONTROL
 SN1637  ___________________________________________________________________
 SN1637* NAD 83(1996)-  47 35 49.77354(N)    101 27 11.30711(W)     ADJUSTED  
 SN1637* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 SN1637  ___________________________________________________________________
 SN1637  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 SN1637  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 SN1637
 SN1637  HORZ ORDER  -  THIRD
 SN1637
 SN1637.The horizontal coordinates were established by classical geodetic methods
 SN1637.and adjusted by the National Geodetic Survey in January 1998..
 SN1637
 SN1637.The orthometric height was scaled from a topographic map.
 SN1637
 SN1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1637
 SN1637.The geoid height was determined by GEOID03.
 SN1637
 SN1637;                    North         East     Units Scale Factor Converg.
 SN1637;SPC ND N     -    66,836.062   528,323.410   MT  0.99997182   -0 42 33.4
 SN1637;SPC ND N     -   219,278.42  1,733,344.52   iFT  0.99997182   -0 42 33.4
 SN1637;SPC ND S     -   215,033.145   528,319.559   MT  1.00002455   -0 41 42.7
 SN1637;SPC ND S     -   705,489.32  1,733,331.89   iFT  1.00002455   -0 41 42.7
 SN1637;UTM  14      - 5,274,443.698   315,591.709   MT  1.00001791   -1 48 43.1
 SN1637
 SN1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1637!SPC ND N     -   0.99990964  x   0.99997182  =   0.99988146
 SN1637!SPC ND S     -   0.99990964  x   1.00002455  =   0.99993419
 SN1637!UTM  14      -   0.99990964  x   1.00001791  =   0.99992755
 SN1637
 SN1637|---------------------------------------------------------------------|
 SN1637| PID    Reference Object                     Distance      Geod. Az  |
 SN1637|                                                           dddmmss.s |
 SN1637| CQ8407 FOLEY RM 1                            7.377 METERS 00240     |
 SN1637| CQ8406 FOLEY AZ MK                                        0065009.8 |
 SN1637| SN1642 GARRISON WEST MUNICIPAL TANK        APPROX. 7.1 KM 0212959.6 |
 SN1637| SN1643 GARRISON EAST MUNICIPAL TANK        APPROX. 7.1 KM 0213722.8 |
 SN1637| CQ8408 FOLEY RM 2                            6.447 METERS 09329     |
 SN1637|---------------------------------------------------------------------|
 SN1637
 SN1637                          SUPERSEDED SURVEY CONTROL
 SN1637
 SN1637  NAD 83(1986)-  47 35 49.77285(N)    101 27 11.30040(W) AD(       ) 3
 SN1637  NAD 27      -  47 35 49.77840(N)    101 27 09.72080(W) AD(       ) 3
 SN1637
 SN1637.Superseded values are not recommended for survey control.
 SN1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1637.See file dsdata.txt to determine how the superseded data were derived.
 SN1637
 SN1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1559274444(NAD 83)
 SN1637_MARKER: DS = TRIANGULATION STATION DISK
 SN1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1637
 SN1637  HISTORY     - Date     Condition        Report By
 SN1637  HISTORY     - 1962     MONUMENTED       CGS
 SN1637
 SN1637                          STATION DESCRIPTION
 SN1637
 SN1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1637'THE STATION IS LOCATED 1-1/2 MILES WEST AND 3-1/2 MILES SOUTH
 SN1637'OF THE TOWN OF GARRISON, IN THE NORTH CENTRAL 1/2 OF SEC. 36,
 SN1637'T148N, R85W, ON A HIGH GRASSY PASTURE, OVERLOOKING THE GARRISON
 SN1637'DAM.
 SN1637'
 SN1637'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 15 AND 37
 SN1637'ON THE SOUTH EDGE OF GARRISON, GO WEST ON STATE HIGHWAY 37
 SN1637'FOR 2.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 SN1637'THE GRAVELED ROAD FOR 2.6 MILES TO A CROSSROAD.  TURN LEFT AND GO
 SN1637'EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO A GATE ON THE RIGHT.
 SN1637'TURN RIGHT PASSING THROUGH THE GATE AND GO SOUTH ACROSS COUNTRY
 SN1637'FOR 0.4 MILE TO THE STATION.
 SN1637'
 SN1637'THE STATION MARK IS A STANDARD DISK STAMPED FOLEY 1962 AND SET
 SN1637'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1637'4 INCHES.  IT IS 5.9 FEET EAST OF THE WITNESS POST AND 14 FEET
 SN1637'EAST OF A TRACK ROAD.
 SN1637'
 SN1637'REFERENCE MARK NO. 1, STAMPED FOLEY NO 1 1962, IS A STANDARD
 SN1637'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1637'PROJECTS 4 INCHES.  IT IS 27 FEET EAST OF A TRACK ROAD AND 26.3
 SN1637'FEET NORTH OF THE WITNESS POST.
 SN1637'
 SN1637'REFERENCE MARK NO. 2, STAMPED FOLEY NO 2 1962, IS A STANDARD
 SN1637'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1637'PROJECTS 5 INCHES.  IT IS 35 FROM A TRACK ROAD AND 26.8 FEET
 SN1637'EAST OF THE WITNESS POST.
 SN1637'
 SN1637'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 32.36 FEET OR 9.863
 SN1637'METERS.
 SN1637'
 SN1637'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOLEY 1962 AND SET
 SN1637'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1637'5 INCHES.  IT IS 20 FEET SOUTH OF A EAST WEST ROAD, 9 FEET
 SN1637'NORTH OF A FENCE AND 6.2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1204 ***********************************************************************
 TD1204  DESIGNATION -  FORD
 TD1204  PID         -  TD1204
 TD1204  STATE/COUNTY-  ND/WALSH
 TD1204  USGS QUAD   -  FORDVILLE (1979)
 TD1204
 TD1204                         *CURRENT SURVEY CONTROL
 TD1204  ___________________________________________________________________
 TD1204* NAD 83(1996)-  48 11 51.62667(N)    097 52 08.28003(W)     ADJUSTED  
 TD1204* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 TD1204  ___________________________________________________________________
 TD1204  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 TD1204  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 TD1204
 TD1204  HORZ ORDER  -  FIRST
 TD1204
 TD1204.The horizontal coordinates were established by classical geodetic methods
 TD1204.and adjusted by the National Geodetic Survey in January 1998..
 TD1204
 TD1204.The orthometric height was scaled from a topographic map.
 TD1204
 TD1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1204
 TD1204.The geoid height was determined by GEOID03.
 TD1204
 TD1204;                    North         East     Units Scale Factor Converg.
 TD1204;SPC ND N     -   136,500.225   795,540.331   MT  0.99993778   +1 57 28.2
 TD1204;SPC ND N     -   447,835.38  2,610,040.46   iFT  0.99993778   +1 57 28.2
 TD1204;UTM  14      - 5,338,889.682   584,046.587   MT  0.99968679   +0 50 35.4
 TD1204
 TD1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1204!SPC ND N     -   0.99994047  x   0.99993778  =   0.99987825
 TD1204!UTM  14      -   0.99994047  x   0.99968679  =   0.99962727
 TD1204
 TD1204:                Primary Azimuth Mark                     Grid Az
 TD1204:SPC ND N     -  PARK RIVER ATT MICROWAVE                 023 42 40.9
 TD1204:UTM  14      -  PARK RIVER ATT MICROWAVE                 024 49 33.7
 TD1204
 TD1204|---------------------------------------------------------------------|
 TD1204| PID    Reference Object                     Distance      Geod. Az  |
 TD1204|                                                           dddmmss.s |
 TD1204| TD1217 PARK RIVER ATT MICROWAVE            APPROX.14.1 KM 0254009.1 |
 TD1204| CO6836 FORD RM 2                            21.120 METERS 07311     |
 TD1204| TD0546 Z 418                                              1125752.3 |
 TD1204| TD1212 DAHLEN LUTH CH SPIRE                APPROX. 6.4 KM 2244136.2 |
 TD1204| TD1210 DAHLEN FARMERS ELEVATOR             APPROX. 6.2 KM 2261322.1 |
 TD1204| CO6835 FORD RM 1                            11.197 METERS 22854     |
 TD1204| TD1211 DAHLEN TV STA WDAZ                  APPROX.11.4 KM 2343547.4 |
 TD1204|---------------------------------------------------------------------|
 TD1204
 TD1204                          SUPERSEDED SURVEY CONTROL
 TD1204
 TD1204  NAD 83(1986)-  48 11 51.62454(N)    097 52 08.27848(W) AD(       ) 1
 TD1204  NAD 27      -  48 11 51.64513(N)    097 52 06.94326(W) AD(       ) 1
 TD1204
 TD1204.Superseded values are not recommended for survey control.
 TD1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1204.See file dsdata.txt to determine how the superseded data were derived.
 TD1204
 TD1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8404738890(NAD 83)
 TD1204_MARKER: DS = TRIANGULATION STATION DISK
 TD1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1204
 TD1204  HISTORY     - Date     Condition        Report By
 TD1204  HISTORY     - 1967     MONUMENTED       CGS
 TD1204  HISTORY     - 1983     GOOD             LOCENG
 TD1204
 TD1204                          STATION DESCRIPTION
 TD1204
 TD1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1204'THE STATION IS ABOUT 4 MILES NORTHEAST OF DAHLEN, 3-1/2 MILES
 TD1204'WEST-SOUTHWEST OF FORDVILLE, 1/2 MILE WEST OF STATE HIGHWAY
 TD1204'32, ON A PROMINENT KNOLL AND ON LAND OWNED BY ARNDT DAHLEN.
 TD1204'
 TD1204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 TD1204'17 AND 32, ABOUT 5-1/2 MILES WEST OF PARK RIVER, GO SOUTH
 TD1204'ON STATE HIGHWAY 32 FOR 10.9 MILES TO A RAILROAD CROSSING.
 TD1204'CONTINUE SOUTH ON STATE HIGHWAY 32 FOR 2.65 MILES TO ANOTHER
 TD1204'RAILROAD CROSSING.  CONTINUE SOUTH ON STATE HIGHWAY 32
 TD1204'FOR 0.4 MILE TO A CROSSROADS AT THE COUNTY LINE AND B.M. Z
 TD1204'418 1964 ON THE LEFT.  TURN RIGHT AND GO WEST ON A TRACK
 TD1204'ROAD FOR 0.4 MILE TO A RAILROAD CROSSING.  CONTINUE WEST ON
 TD1204'THE TRACK ROAD FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT.
 TD1204'TURN RIGHT AND GO NORTH AROUND THE EDGE OF A WHEAT FIELD
 TD1204'FOR 0.5 MILE, THEN EAST FOR 0.2 MILE TO THE SUMMIT OF THE
 TD1204'KNOLL AND THE STATION.
 TD1204'
 TD1204'THE STATION MARK IS A STANDARD DISK, STAMPED FORD 1967, SET IN
 TD1204'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 TD1204'FLUSH WITH THE GROUND.  IT IS 10 FEET NORTH OF THE SOUTH EDGE
 TD1204'OF THE KNOLL, 5.4 FEET SOUTHWEST OF A WITNESS POST AND 4 FEET
 TD1204'SOUTH OF THE NORTH EDGE OF THE KNOLL.  THE UNDERGROUND MARK IS
 TD1204'SET 50 INCHES BELOW THE GROUND SURFACE.
 TD1204'
 TD1204'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORD NO 1 1967,
 TD1204'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1204'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 13 FEET SOUTH OF
 TD1204'THE NORTH EDGE OF THE KNOLL, 1 FOOT NORTH OF THE SOUTH EDGE OF
 TD1204'THE KNOLL AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 TD1204'
 TD1204'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FORD NO 2 1967, SET
 TD1204'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1204'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 28 FEET WEST
 TD1204'OF THE EAST EDGE OF THE KNOLL, 8 FEET NORTH OF THE SOUTH EDGE
 TD1204'OF THE KNOLL, 3 FEET SOUTH OF THE NORTH EDGE OF THE KNOLL AND
 TD1204'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 TD1204'
 TD1204'BM Z 418 IS A STANDARD DISK, STAMPED Z 418 1964, SET IN THE TOP
 TD1204'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 TD1204'2 INCHES ABOVE THE GROUND.  IT IS 99.5 FEET EAST OF THE CENTERLINE
 TD1204'OF STATE HIGHWAY 32, 96 FEET NORTH OF THE CENTERLINE OF A TRACK
 TD1204'ROAD, 78 FEET NORTHEAST OF A COUNTY LINE SIGN, 1.8 FEET NORTH
 TD1204'OF A WITNESS POST AND 1.6 FEET SOUTH OF A RIGHT-OF-WAY MARKER.
 TD1204'
 TD1204'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 TD1204'OBSTRUCTIONS.
 TD1204
 TD1204                          STATION RECOVERY (1983)
 TD1204
 TD1204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (AEW)
 TD1204'FORD 1967 RECOVERED GOOD.
 TD1204'
 TD1204'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTHWEST OF
 TD1204'FORDVILLE, NORTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1899 ***********************************************************************
 TG1899  DESIGNATION -  FORD
 TG1899  PID         -  TG1899
 TG1899  STATE/COUNTY-  ND/WILLIAMS
 TG1899  USGS QUAD   -  TRENTON NW (1974)
 TG1899
 TG1899                         *CURRENT SURVEY CONTROL
 TG1899  ___________________________________________________________________
 TG1899* NAD 83(1996)-  48 08 24.04978(N)    103 59 33.15016(W)     ADJUSTED  
 TG1899* NAVD 88     -       720.     (meters)    2362.     (feet)  SCALED    
 TG1899  ___________________________________________________________________
 TG1899  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 TG1899  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1899
 TG1899  HORZ ORDER  -  SECOND
 TG1899
 TG1899.The horizontal coordinates were established by classical geodetic methods
 TG1899.and adjusted by the National Geodetic Survey in January 1998..
 TG1899
 TG1899.The orthometric height was scaled from a topographic map.
 TG1899
 TG1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1899
 TG1899.The geoid height was determined by GEOID03.
 TG1899
 TG1899;                    North         East     Units Scale Factor Converg.
 TG1899;SPC ND N     -   132,641.668   340,179.527   MT  0.99993631   -2 35 56.1
 TG1899;SPC ND N     -   435,176.08  1,116,074.56   iFT  0.99993631   -2 35 56.1
 TG1899;UTM  13      - 5,332,353.144   574,947.866   MT  0.99966902   +0 45 01.3
 TG1899
 TG1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1899!SPC ND N     -   0.99989008  x   0.99993631  =   0.99982640
 TG1899!UTM  13      -   0.99989008  x   0.99966902  =   0.99955914
 TG1899
 TG1899|---------------------------------------------------------------------|
 TG1899| PID    Reference Object                     Distance      Geod. Az  |
 TG1899|                                                           dddmmss.s |
 TG1899| TG1401 C 354                                28.590 METERS 06335     |
 TG1899| TG1890 WILLISTON TV STATION KUMV MAST      APPROX. 9.8 KM 0935127.3 |
 TG1899| CQ8409 FORD AZ MK                                         1780112.3 |
 TG1899| CQ8410 FORD AZ MK 2                                       2752444.0 |
 TG1899| CQ8412 FORD RM 2                            24.107 METERS 28648     |
 TG1899| CQ8411 FORD RM 1                            30.601 METERS 29826     |
 TG1899|---------------------------------------------------------------------|
 TG1899
 TG1899                          SUPERSEDED SURVEY CONTROL
 TG1899
 TG1899  NAD 83(1986)-  48 08 24.04945(N)    103 59 33.14610(W) AD(       ) 2
 TG1899  NAD 27      -  48 08 23.97000(N)    103 59 31.38900(W) AD(       ) 2
 TG1899
 TG1899.Superseded values are not recommended for survey control.
 TG1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1899.See file dsdata.txt to determine how the superseded data were derived.
 TG1899
 TG1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP7494832353(NAD 83)
 TG1899_MARKER: DS = TRIANGULATION STATION DISK
 TG1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1899
 TG1899  HISTORY     - Date     Condition        Report By
 TG1899  HISTORY     - 1945     MONUMENTED       CGS
 TG1899  HISTORY     - 1968     MARK NOT FOUND   CGS
 TG1899  HISTORY     - 1969     GOOD             CGS
 TG1899  HISTORY     - 1971     GOOD             USAF
 TG1899
 TG1899                          STATION DESCRIPTION
 TG1899
 TG1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1899'STATION IS LOCATED ABOUT 17 MILES W OF WILLISTON, ON THE SW
 TG1899'CORNER OF U.S. HIGHWAY 2, AND ON A GRAVEL CROSSROAD.  IT IS
 TG1899'IN THE SW TRIANGLE FORMED BY THE TWO ROADS, 49 FEET W OF
 TG1899'THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 110 FEET SW OF THE
 TG1899'APPROXIMATE CENTER OF THE TWO ROADS, AND 28 FEET S OF HIGHWAY
 TG1899'MARKER 132-60.  THE DISK IS STAMPED FORD 1945 AND PROJECTS
 TG1899'ABOUT 4 INCHES.  IT IS A BRONZE STATION DISK SET IN TOP OF
 TG1899'A CONCRETE POST.  REFERENCE MARK 1 AND AZIMUTH MARK ARE
 TG1899'BRONZE DISKS.  UNDERGROUND MARK IS A BRONZE STATION DISK
 TG1899'IN CONCRETE.
 TG1899'
 TG1899'REFERENCE MARK 1 IS 100.40 FEET NW OF THE STATION, 50 FEET
 TG1899'S OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 2, AND 5 FEET SW
 TG1899'OF A POWER POLE.  THE DISK IS STAMPED FORD NO 1 1945 AND
 TG1899'PROJECTS ABOUT 4 INCHES.  IT IS SET IN THE TOP OF A CONCRETE
 TG1899'POST.
 TG1899'
 TG1899'C 354 (U.S.C. AND G.S. B.M.) WAS USED AS REFERENCE MARK 2
 TG1899'AND IS 93.80 FEET NE OF THE STATION.  IT IS 37 FEET E OF THE
 TG1899'APPROXIMATE CENTER OF THE GRAVEL ROAD, 57 FEET S OF THE
 TG1899'APPROXIMATE CENTER OF HIGHWAY 2, AND 7.5 FEET S OF A POWER
 TG1899'POLE.  THE DISK IS STAMPED C 354 RESET 1938 AND PROJECTS
 TG1899'ABOUT 4 INCHES.
 TG1899'
 TG1899'AZIMUTH MARK IS 0.5 MILE S OF THE STATION ON THE E SIDE OF
 TG1899'THE GRAVEL ROAD, 39 FEET E OF THE APPROXIMATE CENTER OF THE
 TG1899'ROAD, 15.5 FEET N OF A TELEPHONE POLE, AND 5.5 FEET N OF A
 TG1899'STANDARD WITNESS POST.  THE DISK IS STAMPED FORD 1945 AND
 TG1899'PROJECTS ABOUT 4 INCHES.  IT IS SET IN THE TOP OF A CONCRETE
 TG1899'POST.
 TG1899'
 TG1899'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WILLISTON,
 TG1899'GO W ON U.S. HIGHWAY 2 FOR 17 MILES TO A GRAVEL CROSS ROAD
 TG1899'AND STATION.
 TG1899'
 TG1899'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 TG1899
 TG1899                          STATION RECOVERY (1968)
 TG1899
 TG1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 TG1899'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK SEARCHED
 TG1899'FOR BUT NOT RECOVERED.  BM C 354 RECOVERED IN GOOD CONDITION.
 TG1899'A SEARCH WAS MADE FOR THE SUB-SURFACE MARK, BUT IT WAS NOT
 TG1899'FOUND.  THE MEASUREMENTS FROM BM C 354 TO STATION AND THE
 TG1899'CENTER OF THE ROAD TO STATION FALL AT THE EDGE OF THE FIELD
 TG1899'AND BEYOND THE ROAD DITCH.  THEREFORE IT IS BELIEVED THAT
 TG1899'THE SUB SURFACE MARK IS STILL IN THE FIELD.  ABOUT 2-1/2
 TG1899'HOURS WAS SPENT DIGGING FOR THE SUB-SURFACE MARK.
 TG1899
 TG1899                          STATION RECOVERY (1969)
 TG1899
 TG1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TG1899'STATION AND BM C 354 RESET 1938 RECOVERED IN GOOD CONDITION.
 TG1899'AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE NOT FOUND AND
 TG1899'APPEARS DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARK NO.
 TG1899'2 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  A NEW DESCRIPTION
 TG1899'FOLLOWS--
 TG1899'
 TG1899'STATION IS LOCATED AT THE EDGE OF A CULTIVATED FIELD AT THE
 TG1899'JUNCTION OF U.S. HIGHWAY 2 AND WILLIAMS COUNTY ROAD 5 WHICH
 TG1899'IS ABOUT 17 MILES WEST OF WILLISTON.  STATION, A STANDARD
 TG1899'DISK SET IN THE TOP OF A SQUARE CONCRETE POST AND STAMPED
 TG1899'FORD 1945, IS 148 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 TG1899'2, 48 FEET NORTH OF THE CENTERLINE OF A PAVED PARKING AREA,
 TG1899'82 FEET EAST-SOUTHEAST OF A CONCRETE HIGHWAY MARKER, 52 FEET
 TG1899'WEST OF THE CENTERLINE OF COUNTY ROAD 5, 8 FEET SOUTHWEST
 TG1899'OF THE SOUTH LEG OF A SIGN BOARD AND 7-1/2 FEET SOUTHWEST
 TG1899'OF A METAL WITNESS POST.  THE MARK IS ABOUT 1 FOOT BELOW THE
 TG1899'SURFACE OF THE GROUND.
 TG1899'
 TG1899'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 85 WHICH IS
 TG1899'ABOUT 5 MILES WEST OF WILLISTON, GO WEST ON U.S. HIGHWAY 2
 TG1899'FOR 12.5 MILES TO JUNCTION OF COUNTY ROAD 5 AND STATION ON
 TG1899'RIGHT AS DESCRIBED.  CONTINUE WEST ON U.S. HIGHWAY 2 FOR
 TG1899'0.5 MILE TO AZIMUTH MARK ON RIGHT (NORTH) SIDE OF HIGHWAY.
 TG1899'
 TG1899'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 TG1899'ROUND CONCRETE POST AND STAMPED FORD 1945 NO 2 1969, IS
 TG1899'127 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 5, 125 FEET
 TG1899'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2, 25 FEET SOUTH
 TG1899'OF THE CENTERLINE OF PARKING AREA AND 3 FEET EAST OF A HIGHWAY
 TG1899'RIGHT-OF-WAY MARKER.  THE MARK PROJECTS 4 INCHES.
 TG1899'
 TG1899'BENCH MARK C 354 RESET 1938, A STANDARD BENCH MARK DISK STAMPED
 TG1899'C 354 RESET 1938, IS 106 FEET SOUTH OF THE CENTERLINE OF
 TG1899'U.S. HIGHWAY 2 36 FEET EAST OF COUNTY ROAD 5, AND 18 FEET
 TG1899'SOUTHWEST OF A FENCE CORNER POST.  THE MARK PROJECTS 2 INCHES.
 TG1899'
 TG1899'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 TG1899'CONCRETE POST AND STAMPED FORD 1945 1969, IS 98 FEET NORTH
 TG1899'OF THE CENTERLINE OF U.S. HIGHWAY 2, 1.5 FEET SOUTHWEST OF A
 TG1899'FENCE CORNER POST, 2 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 TG1899'MARKER AND 1 FOOT SOUTH OF FENCE AND METAL WITNESS POST.
 TG1899'THE MARK PROJECTS 3 INCHES.
 TG1899'
 TG1899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 TG1899'WEST OF WILLISTON
 TG1899
 TG1899                          STATION RECOVERY (1971)
 TG1899
 TG1899'RECOVERY NOTE BY US AIR FORCE 1971
 TG1899'STATION, RM 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 TG1899'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0573 ***********************************************************************
 TH0573  DESIGNATION -  FORD AZ MK 2
 TH0573  PID         -  TH0573
 TH0573  STATE/COUNTY-  ND/WILLIAMS
 TH0573  USGS QUAD   -  RED BANK CREEK (1989)
 TH0573
 TH0573                         *CURRENT SURVEY CONTROL
 TH0573  ___________________________________________________________________
 TH0573* NAD 83(1986)-  48 08 23.     (N)    104 00 08.     (W)     SCALED    
 TH0573* NAVD 88     -       719.528  (meters)    2360.65   (feet)  ADJUSTED  
 TH0573  ___________________________________________________________________
 TH0573  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TH0573  DYNAMIC HT  -         719.602 (meters)    2360.89  (feet)  COMP
 TH0573  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 TH0573
 TH0573  VERT ORDER  -  FIRST     CLASS II
 TH0573
 TH0573.The horizontal coordinates were scaled from a topographic map and have
 TH0573.an estimated accuracy of +/- 6 seconds.
 TH0573
 TH0573.The orthometric height was determined by differential leveling
 TH0573.and adjusted by the National Geodetic Survey in June 1991..
 TH0573
 TH0573.The geoid height was determined by GEOID03.
 TH0573
 TH0573.The dynamic height is computed by dividing the NAVD 88
 TH0573.geopotential number by the normal gravity value computed on the
 TH0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0573.degrees latitude (g = 980.6199 gals.).
 TH0573
 TH0573.The modeled gravity was interpolated from observed gravity values.
 TH0573
 TH0573;                    North         East    Units  Estimated Accuracy
 TH0573;SPC ND N     -   132,640.      339,460.      MT  (+/- 180 meters Scaled)
 TH0573
 TH0573                          SUPERSEDED SURVEY CONTROL
 TH0573
 TH0573.No superseded survey control is available for this station.
 TH0573
 TH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP742323(NAD 83)
 TH0573_MARKER: DZ = AZIMUTH MARK DISK
 TH0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0573_SP_SET: CONCRETE POST
 TH0573_STAMPING: FORD 1945 1969
 TH0573_MARK LOGO: CGS   
 TH0573_PROJECTION: FLUSH
 TH0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0573+STABILITY: SURFACE MOTION
 TH0573
 TH0573  HISTORY     - Date     Condition        Report By
 TH0573  HISTORY     - 1969     MONUMENTED       CGS
 TH0573  HISTORY     - 1981     GOOD             NGS
 TH0573
 TH0573                          STATION DESCRIPTION
 TH0573
 TH0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TH0573'20.7 KM (12.85 MI) WEST FROM WILLISTON.
 TH0573'20.7 KM (12.85 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TH0573'WITH U.S. HIGHWAY 85 IN WILLISTON, 30.2 METERS (99.0 FT) NORTH OF THE
 TH0573'CENTERLINE OF THE HIGHWAY, 0.6 METER (2.0 FT) SOUTHWEST OF A FENCE
 TH0573'CORNER AND 0.3 METER (1.0 FT) SOUTH OF A WIRE FENCE.
 TH0573'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TH0573'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1162 ***********************************************************************
 TD1162  DESIGNATION -  FOREST
 TD1162  PID         -  TD1162
 TD1162  STATE/COUNTY-  ND/WALSH
 TD1162  USGS QUAD   -  FOREST RIVER (1963)
 TD1162
 TD1162                         *CURRENT SURVEY CONTROL
 TD1162  ___________________________________________________________________
 TD1162* NAD 83(1996)-  48 14 54.70690(N)    097 29 00.51443(W)     ADJUSTED  
 TD1162* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 TD1162  ___________________________________________________________________
 TD1162  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 TD1162  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 TD1162
 TD1162  HORZ ORDER  -  FIRST
 TD1162
 TD1162.The horizontal coordinates were established by classical geodetic methods
 TD1162.and adjusted by the National Geodetic Survey in January 1998..
 TD1162
 TD1162.The orthometric height was scaled from a topographic map.
 TD1162
 TD1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1162
 TD1162.The geoid height was determined by GEOID03.
 TD1162
 TD1162;                    North         East     Units Scale Factor Converg.
 TD1162;SPC ND N     -   143,201.090   823,955.070   MT  0.99993992   +2 14 40.9
 TD1162;SPC ND N     -   469,819.85  2,703,264.67   iFT  0.99993992   +2 14 40.9
 TD1162;UTM  14      - 5,345,035.518   612,579.972   MT  0.99975573   +1 07 53.4
 TD1162
 TD1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1162!SPC ND N     -   0.99996333  x   0.99993992  =   0.99990325
 TD1162!UTM  14      -   0.99996333  x   0.99975573  =   0.99971907
 TD1162
 TD1162:                Primary Azimuth Mark                     Grid Az
 TD1162:SPC ND N     -  GRAFTON NEW VIEW TV MAST                 008 54 43.7
 TD1162:UTM  14      -  GRAFTON NEW VIEW TV MAST                 010 01 31.2
 TD1162
 TD1162|---------------------------------------------------------------------|
 TD1162| PID    Reference Object                     Distance      Geod. Az  |
 TD1162|                                                           dddmmss.s |
 TD1162| TD1180 GRAFTON NEW VIEW TV MAST            APPROX.19.2 KM 0110924.6 |
 TD1162| TD1181 GRAFTON NW BELL MICROWAVE           APPROX.19.7 KM 0153426.7 |
 TD1162| TD1182 GRAFTON MUNICIPAL TANK              APPROX.19.9 KM 0153954.7 |
 TD1162| TD1163 GRAFTON USAF RADAR DOME             APPROX.20.1 KM 0250612.7 |
 TD1162| TD1177 MINTO MUNICIPAL TANK                APPROX. 9.5 KM 0604958.6 |
 TD1162| TB0688 FOREST RM 1                          40.225 METERS 15638     |
 TD1162| TB0686 FOREST RM 2                          20.842 METERS 27911     |
 TD1162| CO6837 FOREST AZ MK                                       3064845.4 |
 TD1162|---------------------------------------------------------------------|
 TD1162
 TD1162                          SUPERSEDED SURVEY CONTROL
 TD1162
 TD1162  NAD 83(1986)-  48 14 54.70455(N)    097 29 00.51315(W) AD(       ) 1
 TD1162  NAD 27      -  48 14 54.74161(N)    097 28 59.22857(W) AD(       ) 1
 TD1162
 TD1162.Superseded values are not recommended for survey control.
 TD1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1162.See file dsdata.txt to determine how the superseded data were derived.
 TD1162
 TD1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1258045036(NAD 83)
 TD1162_MARKER: DS = TRIANGULATION STATION DISK
 TD1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1162
 TD1162  HISTORY     - Date     Condition        Report By
 TD1162  HISTORY     - 1967     MONUMENTED       CGS
 TD1162
 TD1162                          STATION DESCRIPTION
 TD1162
 TD1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1162'THE STATION IS ABOUT 6 MILES SOUTHWEST OF MINTO, 3-3/4 MILES
 TD1162'SOUTH-SOUTHWEST OF VOSS AND 2 MILES NORTH-NORTHWEST OF FOREST
 TD1162'RIVER, IN SOME TREES AND NEAR SOME OLD FARM BUILDINGS.
 TD1162'
 TD1162'TO REACH THE STATION FROM THE POST OFFICE IN VOSS, GO WEST
 TD1162'ON COUNTY ROAD 15 FOR 0.7 MILE TO COUNTY ROAD 6.  TURN LEFT
 TD1162'AND GO SOUTH ON COUNTY ROAD 6 FOR 3.0 MILES TO A CROSSROAD.
 TD1162'TURN RIGHT AND GO WEST FOR 0.5 MILE TO A SIDE ROAD LEFT.
 TD1162'(TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST
 TD1162'FOR 0.5 MILE TO A CROSSROAD AND THE MARK IN THE NORTHWEST
 TD1162'ANGLE OF THE ROADS.) TURN LEFT AND GO SOUTH AND WEST FOR
 TD1162'0.4 MILE TO SOME ABANDONED FARM BUILDINGS ON THE LEFT AND
 TD1162'THE STATION ON THE RIGHT.
 TD1162'
 TD1162'STATION MARK IS A STANDARD DISK, STAMPED FOREST 1967, SET
 TD1162'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1162'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 270.0 FEET
 TD1162'NORTH OF THE NORTHEAST OF AN OLD BARN, 129.0 FEET NORTHWEST
 TD1162'OF A FENCE CORNER POST, 39.3 FEET WEST OF AN 18 INCH TREE
 TD1162'WITH A TRIANGLE BLAZE AND 5.2 FEET SOUTHWEST OF WITNESS POST.
 TD1162'THE UNDERGROUND MARK IS 54 INCHES BELOW THE GROUND SURFACE.
 TD1162'
 TD1162'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOREST NO 1
 TD1162'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TD1162'IN DIAMETER, THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT
 TD1162'IS 132.8 FEET SOUTHEAST OF THE WITNESS POST, 128.5 FEET
 TD1162'NORTH-NORTHWEST OF THE TREE WITH THE TRIANGLE BLAZE, 48.0 FEET
 TD1162'SOUTHWEST OF THE FENCE CORNER POST, 1.0 FEET WEST OF A
 TD1162'NORTH-SOUTH FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1162'
 TD1162'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOREST NO 2 1967,
 TD1162'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1162'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 276.5
 TD1162'FEET NORTH OF THE NORTHEAST CORNER OF THE OLD BARN, 106.4
 TD1162'FEET WEST OF THE TREE WITH THE TRIANGLE BLAZE, 72.3 FEET
 TD1162'WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 TD1162'THE STATION.
 TD1162'
 TD1162'AZIMUTH MARK IS A STANDARD DISK, STAMPED FOREST 1967, SET
 TD1162'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1162'THAT IS FLUSH WITH THE GROUND.  IT IS 55.0 FEET NORTH OF THE
 TD1162'CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 40.0 FEET WEST
 TD1162'OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 2.3 FEET
 TD1162'NORTH OF A POWER LINE POLE AND 2.1 FEET SOUTH OF A WITNESS
 TD1162'POST.
 TD1162'
 TD1162'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2120 ***********************************************************************
 TF2120  DESIGNATION -  FORFAR
 TF2120  PID         -  TF2120
 TF2120  STATE/COUNTY-  ND/RENVILLE
 TF2120  USGS QUAD   -  LANSFORD SE (1949)
 TF2120
 TF2120                         *CURRENT SURVEY CONTROL
 TF2120  ___________________________________________________________________
 TF2120* NAD 83(1996)-  48 32 44.04780(N)    101 17 57.25959(W)     ADJUSTED  
 TF2120* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 TF2120  ___________________________________________________________________
 TF2120  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TF2120  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 TF2120
 TF2120  HORZ ORDER  -  SECOND
 TF2120
 TF2120.The horizontal coordinates were established by classical geodetic methods
 TF2120.and adjusted by the National Geodetic Survey in January 1998..
 TF2120
 TF2120.The orthometric height was scaled from a topographic map.
 TF2120
 TF2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2120
 TF2120.The geoid height was determined by GEOID03.
 TF2120
 TF2120;                    North         East     Units Scale Factor Converg.
 TF2120;SPC ND N     -   172,148.390   540,991.023   MT  0.99996819   -0 35 41.1
 TF2120;SPC ND N     -   564,791.31  1,774,904.93   iFT  0.99996819   -0 35 41.1
 TF2120;UTM  14      - 5,379,493.304   330,308.843   MT  0.99995379   -1 43 25.1
 TF2120
 TF2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2120!SPC ND N     -   0.99992705  x   0.99996819  =   0.99989524
 TF2120!UTM  14      -   0.99992705  x   0.99995379  =   0.99988084
 TF2120
 TF2120|---------------------------------------------------------------------|
 TF2120| PID    Reference Object                     Distance      Geod. Az  |
 TF2120|                                                           dddmmss.s |
 TF2120| CQ8413 FORFAR RM 1                          34.171 METERS 00009     |
 TF2120| TF2118 FORFAR 2                             15.695 METERS 07220     |
 TF2120| TF2111 GLENBURN MUNICIPAL TANK             APPROX. 6.6 KM 1221548.9 |
 TF2120| TF0779 J 335 RESET                                        1792555.2 |
 TF2120| TF0778 J 335                                              1801151.7 |
 TF2120| CQ8414 FORFAR RM 2                          25.510 METERS 18635     |
 TF2120| TF2117 LANSFORD MUNICIPAL TANK             APPROX.10.8 KM 3283953.5 |
 TF2120|---------------------------------------------------------------------|
 TF2120
 TF2120                          SUPERSEDED SURVEY CONTROL
 TF2120
 TF2120  NAD 83(1986)-  48 32 44.04590(N)    101 17 57.25793(W) AD(       ) 2
 TF2120  NAD 27      -  48 32 43.97480(N)    101 17 55.68350(W) AD(       ) 2
 TF2120
 TF2120.Superseded values are not recommended for survey control.
 TF2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2120.See file dsdata.txt to determine how the superseded data were derived.
 TF2120
 TF2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3030979493(NAD 83)
 TF2120_MARKER: DS = TRIANGULATION STATION DISK
 TF2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2120
 TF2120  HISTORY     - Date     Condition        Report By
 TF2120  HISTORY     - 1963     MONUMENTED       CGS
 TF2120  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TF2120
 TF2120                          STATION DESCRIPTION
 TF2120
 TF2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2120'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH AND 3-1/4 MILES
 TF2120'EAST OF THE TOWN OF LANSFORD, IN THE SOUTHEAST CORNER OF A
 TF2120'CROSSROADS, OF ROAD RIGHT OF WAY, IN THE NW 1/4 SEC. 5, T158N,
 TF2120'R82W.
 TF2120'
 TF2120'TO REACH THE STATION FROM THE POST OFFICE IN LANSFORD, GO SOUTH
 TF2120'ON GRAVELED STREET FOR 0.75 MILE TO A T-INTERSECTION, TURN
 TF2120'LEFT AND GO EAST ON GRAVELED ROAD FOR 3.3 MILES TO U.S. HIGHWAY
 TF2120'83, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 83 FOR 5.0 MILES
 TF2120'TO A CROSSROADS AND STATION IN SOUTHEAST ANGLE OF INTERSECTION.
 TF2120'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 TF2120'HIGHWAY 83 FOR 1.0 MILE TO A CROSSROADS AND AZIMUTH MARK IN
 TF2120'NORTHEAST ANGLE INTERSECTION.
 TF2120'
 TF2120'THE STATION MARK IS A STANDARD DISK, STAMPED FORFAR 1963, SET
 TF2120'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2120'1-INCH.  IT IS 73 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 TF2120'59 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83 AND 3.7
 TF2120'FEET SOUTHWEST OF A WITNESS POST.
 TF2120'
 TF2120'REFERENCE MARK NO 1 IS A STANDAR DISK, STAMPED FORFAR NO 1 1963,
 TF2120'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2120'IS FLUSH.  IT IS 59 FEET EAST OF THE CENTER LINE OF U.S.
 TF2120'HIGHWAY 83, 39 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 TF2120'AND 109 FEET NORTH OF THE WITNESS POST.
 TF2120'
 TF2120'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED FORFAR NO 2
 TF2120'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2120'WHICH IS FLUSH.  IT IS 157 FEET SOUTH OF THE CENTER OF THE
 TF2120'GRAVELED ROAD, 86.6 FEET SOUTH-SOUTHWEST OF THE WITNESS POST
 TF2120'AND 51 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83.
 TF2120'
 TF2120'THE AZIMUTH MARK IS A STANDARD U.S.C AND G SURVEY BENCH MARK
 TF2120'DISK, STAMPED J 335 1935, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 TF2120'MONUMENT PROJECTING 6-INCHES.  IT IS 37 FEET NORTH OF THE CENTER
 TF2120'OF A GRAVELED ROAD, 31 FEET EAST OF THE CENTER LINE OF U.S.
 TF2120'HIGHWAY 83 AND 1.7 FEET NORTH-NORTHWEST OF A WITNESS POST.
 TF2120
 TF2120                          STATION RECOVERY (1966)
 TF2120
 TF2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2120'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 TF2120'AND THE AZIMUTH MARK (BM J 335) WERE IN THE WAY OF HIGHWAY
 TF2120'CONSTRUCTION ON U.S. HIGHWAY 83 AND ALL MARKS HAD TO BE
 TF2120'DESTROYED.  THE UNDERGROUND DISK WAS LEFT IN PLACE.
 TF2120'
 TF2120'FORFAR 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2118 ***********************************************************************
 TF2118  DESIGNATION -  FORFAR 2
 TF2118  PID         -  TF2118
 TF2118  STATE/COUNTY-  ND/RENVILLE
 TF2118  USGS QUAD   -  LANSFORD SE (1949)
 TF2118
 TF2118                         *CURRENT SURVEY CONTROL
 TF2118  ___________________________________________________________________
 TF2118* NAD 83(1996)-  48 32 44.20197(N)    101 17 56.53042(W)     ADJUSTED  
 TF2118* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 TF2118  ___________________________________________________________________
 TF2118  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TF2118  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 TF2118
 TF2118  HORZ ORDER  -  SECOND
 TF2118
 TF2118.The horizontal coordinates were established by classical geodetic methods
 TF2118.and adjusted by the National Geodetic Survey in January 1998..
 TF2118
 TF2118.The orthometric height was scaled from a topographic map.
 TF2118
 TF2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2118
 TF2118.The geoid height was determined by GEOID03.
 TF2118
 TF2118;                    North         East     Units Scale Factor Converg.
 TF2118;SPC ND N     -   172,152.997   541,006.026   MT  0.99996820   -0 35 40.5
 TF2118;SPC ND N     -   564,806.42  1,774,954.15   iFT  0.99996820   -0 35 40.5
 TF2118;UTM  14      - 5,379,497.614   330,323.934   MT  0.99995372   -1 43 24.6
 TF2118
 TF2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2118!SPC ND N     -   0.99992705  x   0.99996820  =   0.99989525
 TF2118!UTM  14      -   0.99992705  x   0.99995372  =   0.99988077
 TF2118
 TF2118:                Primary Azimuth Mark                     Grid Az
 TF2118:SPC ND N     -  J 335 RESET                              180 34 23.9
 TF2118:UTM  14      -  J 335 RESET                              181 42 08.0
 TF2118
 TF2118|---------------------------------------------------------------------|
 TF2118| PID    Reference Object                     Distance      Geod. Az  |
 TF2118|                                                           dddmmss.s |
 TF2118| TF0779 J 335 RESET                                        1795843.4 |
 TF2118| CQ8415 FORFAR 2 RM 3                        19.300 METERS 18030     |
 TF2118| TF0778 J 335                                              1804426.1 |
 TF2118| TF2120 FORFAR                               15.695 METERS 25220     |
 TF2118| CQ8416 FORFAR 2 RM 4                        30.395 METERS 35418     |
 TF2118|---------------------------------------------------------------------|
 TF2118
 TF2118                          SUPERSEDED SURVEY CONTROL
 TF2118
 TF2118  NAD 83(1986)-  48 32 44.20007(N)    101 17 56.52876(W) AD(       ) 2
 TF2118  NAD 27      -  48 32 44.12893(N)    101 17 54.95439(W) AD(       ) 2
 TF2118
 TF2118.Superseded values are not recommended for survey control.
 TF2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2118.See file dsdata.txt to determine how the superseded data were derived.
 TF2118
 TF2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3032479498(NAD 83)
 TF2118_MARKER: DS = TRIANGULATION STATION DISK
 TF2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2118
 TF2118  HISTORY     - Date     Condition        Report By
 TF2118  HISTORY     - 1966     MONUMENTED       CGS
 TF2118  HISTORY     - 1973     GOOD             NDSU
 TF2118
 TF2118                          STATION DESCRIPTION
 TF2118
 TF2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2118'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH AND 3-1/4
 TF2118'MILES EAST OF LANSFORD, IN THE SOUTHEAST ANGLE OF A CROSSROAD,
 TF2118'ON THE EAST SIDE OF U.S. HIGHWAY 83, AND IN THE NORTHWEST
 TF2118'QUARTER OF SECTION 5, T 158 N, R 82 W.
 TF2118'
 TF2118'TO REACH THE STATION FROM THE POST OFFICE IN LANSFORD, GO
 TF2118'SOUTH ON A GRAVELED STREET FOR 0.75 MILE TO A T-INTERSECTION.
 TF2118'TURN LEFT AND GO EAST ON A SURFACED ROAD FOR 3.3 MILES TO THE
 TF2118'JUNCTION WITH U.S. HIGHWAY 83.  TURN RIGHT AND GO SOUTH ON
 TF2118'U.S. HIGHWAY 83 FOR 5.0 MILES TO A CROSSROAD AND THE STATION
 TF2118'ON THE LEFT.
 TF2118'
 TF2118'STATION MARKS ARE STANDARD DISKS STAMPED FORFAR 2 1966.  THE
 TF2118'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 TF2118'WHICH PROJECTS 3 INCHES.  IT IS 109 FEET EAST OF THE CENTERLINE
 TF2118'OF U.S. HIGHWAY 83, 55 FEET SOUTH OF THE CENTER OF A GRAVELED
 TF2118'ROAD, AND 1.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 TF2118'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 TF2118'40 INCHES BELOW THE SURFACE OF THE GROUND.
 TF2118'
 TF2118'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FORFAR 2 NO
 TF2118'3 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TF2118'PROJECTS 4 INCHES.  IT IS 118 FEET SOUTH OF THE CENTER OF THE
 TF2118'GRAVELED ROAD AND 109 FEET EAST OF THE CENTERLINE OF U.S.
 TF2118'HIGHWAY 83.
 TF2118'
 TF2118'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FORFAR 2 NO 4
 TF2118'1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TF2118'PROJECTS 4 INCHES.  IT IS 99 FEET EAST OF THE CENTERLINE OF
 TF2118'U.S. HIGHWAY 83 AND 44 FEET NORTH OF THE CENTER OF THE GRAVELED
 TF2118'ROAD.
 TF2118'
 TF2118'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 TF2118'BENCH MARK DISK, STAMPED J 335 RESET 1966, SET IN THE TOP
 TF2118'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 100
 TF2118'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 34 FEET
 TF2118'NORTH OF THE CENTER OF A SECTION LINE ROAD, AND 1.5 FEET SOUTH
 TF2118'OF A METAL WITNESS POST.
 TF2118'
 TF2118'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 TF2118'HIGHWAY 83 FOR 1.0 MILE TO A CROSSROAD AND THE MARK IN THE
 TF2118'NORTHEAST ANGLE OF THE CROSSROAD.
 TF2118
 TF2118                          STATION RECOVERY (1973)
 TF2118
 TF2118'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1973 (GAW)
 TF2118'FORFAR 2 1966 RECOVERED GOOD.
 TF2118'
 TF2118'DISTANCE AND DIRECTION FROM NEAREST TOWN--20-24 MILES NORTH OF
 TF2118'MINOT ON HIGHWAY US 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1206 ***********************************************************************
 TD1206  DESIGNATION -  FORKS
 TD1206  PID         -  TD1206
 TD1206  STATE/COUNTY-  ND/GRAND FORKS
 TD1206  USGS QUAD   -  FORDVILLE SE (1963)
 TD1206
 TD1206                         *CURRENT SURVEY CONTROL
 TD1206  ___________________________________________________________________
 TD1206* NAD 83(1996)-  48 03 52.99868(N)    097 51 39.00003(W)     ADJUSTED  
 TD1206* NAVD 88     -       419.07   (+/-2cm)    1374.9    (feet)  VERTCON   
 TD1206  ___________________________________________________________________
 TD1206  LAPLACE CORR-          -9.19  (seconds)                    DEFLEC99
 TD1206  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 TD1206
 TD1206  HORZ ORDER  -  FIRST
 TD1206  VERT ORDER  -  THIRD ? (See Below)
 TD1206
 TD1206.The horizontal coordinates were established by classical geodetic methods
 TD1206.and adjusted by the National Geodetic Survey in January 1998..
 TD1206
 TD1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1206.The vertical order pertains to the NGVD 29 superseded value.
 TD1206
 TD1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1206
 TD1206.The geoid height was determined by GEOID03.
 TD1206
 TD1206;                    North         East     Units Scale Factor Converg.
 TD1206;SPC ND N     -   121,747.196   796,651.158   MT  0.99993590   +1 57 50.0
 TD1206;SPC ND N     -   399,433.06  2,613,684.90   iFT  0.99993590   +1 57 50.0
 TD1206;UTM  14      - 5,324,121.498   584,869.778   MT  0.99968850   +0 50 50.9
 TD1206
 TD1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1206!SPC ND N     -   0.99993831  x   0.99993590  =   0.99987421
 TD1206!UTM  14      -   0.99993831  x   0.99968850  =   0.99962683
 TD1206
 TD1206|---------------------------------------------------------------------|
 TD1206| PID    Reference Object                     Distance      Geod. Az  |
 TD1206|                                                           dddmmss.s |
 TD1206| CO6839 FORKS RM 1                            5.517 METERS 09003     |
 TD1206| TD0570 G 269                                10.721 METERS 18147     |
 TD1206| TD1207 PETERSBURG SHD RAD KAO 202          APPROX. 8.8 KM 2191356.0 |
 TD1206| TD1209 PETERSBURG NW BELL MICROWAVE        APPROX. 8.7 KM 2192809.2 |
 TD1206| TD1210 DAHLEN FARMERS ELEVATOR             APPROX.11.7 KM 3342317.9 |
 TD1206| TD0571 M 270                                              3595801.5 |
 TD1206|---------------------------------------------------------------------|
 TD1206
 TD1206                          SUPERSEDED SURVEY CONTROL
 TD1206
 TD1206  NAD 83(1986)-  48 03 52.99694(N)    097 51 38.99831(W) AD(       ) 1
 TD1206  NAD 27      -  48 03 53.02165(N)    097 51 37.66240(W) AD(       ) 1
 TD1206  NGVD 29 (07/19/86)  418.71   (m)         1373.7    (f) LEVELING    3  
 TD1206
 TD1206.Superseded values are not recommended for survey control.
 TD1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1206.See file dsdata.txt to determine how the superseded data were derived.
 TD1206
 TD1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8487024121(NAD 83)
 TD1206_MARKER: DS = TRIANGULATION STATION DISK
 TD1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1206_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1206
 TD1206  HISTORY     - Date     Condition        Report By
 TD1206  HISTORY     - 1967     MONUMENTED       CGS
 TD1206
 TD1206                          STATION DESCRIPTION
 TD1206
 TD1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1206'THE STATION IS ABOUT 7-1/2 MILES EAST-NORTHEAST OF PETERSBURG,
 TD1206'7 MILES SOUTH-SOUTHEAST OF DAHLEN, 4-3/4 MILES NORTH OF
 TD1206'NIAGARA AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 32.
 TD1206'
 TD1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TD1206'AND STATE HIGHWAY 32, ABOUT 0.5 MILE NORTH OF NIAGARA, GO
 TD1206'NORTH ON STATE HIGHWAY 32 FOR 3.1 MILES TO A CROSSROADS.
 TD1206'CONTINUE NORTH ON STATE HIGHWAY 32 FOR 1.0 MILE TO A CROSSROADS
 TD1206'AND THE STATION IN THE NORTHWEST ANGLE OF THE ROADS.
 TD1206'
 TD1206'THE STATION MARK IS A STANDARD DISK, STAMPED FORKS 1967, SET
 TD1206'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1206'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 99 FEET WEST
 TD1206'OF THE CENTERLINE OF STATE HIGHWAY 32, 98 FEET NORTH OF THE
 TD1206'CENTERLINE OF A GRAVELED ROAD, 53.6 FEET NORTH OF A POWER LINE
 TD1206'POLE, 4.6 FEET NORTH OF A WITNESS POST AND 3.8 FEET SOUTH
 TD1206'OF A CONCRETE RIGHT-OF-WAY MARKER.  THE UNDERGROUND MARK IS SET
 TD1206'50 INCHES BELOW THE GROUND SURFACE.
 TD1206'
 TD1206'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORKS NO 1 1967,
 TD1206'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1206'THAT IS FLUSH WITH THE GROUND.  IT IS 81 FEET WEST OF THE
 TD1206'CENTERLINE OF STATE HIGHWAY 32, 57.2 FEET NORTH-NORTHEAST
 TD1206'OF THE POWER LINE POLE, 18.4 FEET EAST-NORTHEAST OF THE
 TD1206'WITNESS POST, 19.4 FEET EAST-SOUTHEAST OF THE CONCRETE
 TD1206'RIGHT-OF-WAY MARKER AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1206'
 TD1206'BENCH MARK G 269 IS A STANDARD DISK, STAMPED G 269 1963, SET
 TD1206'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1206'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 100 FEET
 TD1206'WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 63 FEET NORTH
 TD1206'OF THE GRAVELED ROAD, 18.5 FEET NORTH OF THE POWER LINE
 TD1206'POLE, 1.4 FEET NORTH OF A WITNESS POST AND ABOUT THE SAME
 TD1206'ELEVATION AS THE STATION.
 TD1206'
 TD1206'BENCH MARK M 270 IS A STANDARD DISK STAMPED M 270 1963, SET
 TD1206'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1206'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 98.5 FEET
 TD1206'WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 89.0 FEET NORTH
 TD1206'OF A POWER LINE POLE, 1.7 FEET EAST OF A FENCE CORNER POST
 TD1206'AND 1.4 FEET SOUTH OF A WITNESS POST.  TO REACH THE MARK FROM
 TD1206'THE STATION, GO NORTH ON STATE HIGHWAY 32 FOR 0.85 MILE TO THE
 TD1206'MARK ON THE LEFT.
 TD1206'
 TD1206'NOTE--THE ARROW ON REFERENCE MARK 1 POINTS SOUTH INSTEAD
 TD1206'OF WEST TOWARD THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0836 ***********************************************************************
 RP0836  DESIGNATION -  FORMAN
 RP0836  PID         -  RP0836
 RP0836  STATE/COUNTY-  ND/SARGENT
 RP0836  USGS QUAD   -  FORMAN (1958)
 RP0836
 RP0836                         *CURRENT SURVEY CONTROL
 RP0836  ___________________________________________________________________
 RP0836* NAD 83(1996)-  46 04 42.31088(N)    097 37 59.65287(W)     ADJUSTED  
 RP0836* NAVD 88     -       386.13   (+/-2cm)    1266.8    (feet)  VERTCON   
 RP0836  ___________________________________________________________________
 RP0836  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 RP0836  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0836
 RP0836  HORZ ORDER  -  SECOND
 RP0836  VERT ORDER  -  THIRD ? (See Below)
 RP0836
 RP0836.The horizontal coordinates were established by classical geodetic methods
 RP0836.and adjusted by the National Geodetic Survey in January 1998..
 RP0836
 RP0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0836.The vertical order pertains to the NGVD 29 superseded value.
 RP0836
 RP0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0836
 RP0836.The geoid height was determined by GEOID03.
 RP0836
 RP0836;                    North         East     Units Scale Factor Converg.
 RP0836;SPC ND S     -    49,815.454   821,710.715   MT  1.00002228   +2 05 27.5
 RP0836;SPC ND S     -   163,436.53  2,695,901.30   iFT  1.00002228   +2 05 27.5
 RP0836;UTM  14      - 5,103,668.522   605,681.656   MT  0.99973730   +0 59 04.4
 RP0836
 RP0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0836!SPC ND S     -   0.99994348  x   1.00002228  =   0.99996576
 RP0836!UTM  14      -   0.99994348  x   0.99973730  =   0.99968079
 RP0836
 RP0836|---------------------------------------------------------------------|
 RP0836| PID    Reference Object                     Distance      Geod. Az  |
 RP0836|                                                           dddmmss.s |
 RP0836| CO4978 FORMAN RM 1                           7.187 METERS 08647     |
 RP0836| CO4977 FORMAN AZ MK                                       1844258.6 |
 RP0836| RP0834 FORMAN MUNICIPAL TANK               APPROX. 3.5 KM 3562425.6 |
 RP0836| CO4979 FORMAN RM 2                           7.443 METERS 35742     |
 RP0836|---------------------------------------------------------------------|
 RP0836
 RP0836                          SUPERSEDED SURVEY CONTROL
 RP0836
 RP0836  NAD 83(1986)-  46 04 42.31049(N)    097 37 59.64904(W) AD(       ) 2
 RP0836  NAD 27      -  46 04 42.43300(N)    097 37 58.30100(W) AD(       ) 2
 RP0836  NGVD 29 (07/19/86)  385.84   (m)         1265.9    (f) LEVELING    3  
 RP0836
 RP0836.Superseded values are not recommended for survey control.
 RP0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0836.See file dsdata.txt to determine how the superseded data were derived.
 RP0836
 RP0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0568203669(NAD 83)
 RP0836_MARKER: DS = TRIANGULATION STATION DISK
 RP0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0836
 RP0836  HISTORY     - Date     Condition        Report By
 RP0836  HISTORY     - 1954     MONUMENTED       CGS
 RP0836
 RP0836                          STATION DESCRIPTION
 RP0836
 RP0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0836'THE STATION IS ABOUT 2 MILES SOUTH OF THE COMMUNITY OF FORMAN,
 RP0836'0.15 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 32 AND
 RP0836'11, AND IS ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 32.
 RP0836'
 RP0836'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 11 IN
 RP0836'THE COMMUNITY OF FORMAN, GO SOUTH ON STATE HIGHWAY 32 AND 11
 RP0836'FOR 1.8 MILES TO A JUNCTION WHERE STATE HIGHWAY 11 TURNS EAST.
 RP0836'CONTINUE STRAIGHT AHEAD, SOUTH, ON STATE HIGHWAY 32 FOR 0.15
 RP0836'MILE TO A SLIGHT RISE ON THE LEFT AND THE STATION MARK ON THE
 RP0836'EAST SIDE OF HIGHWAY.
 RP0836'
 RP0836'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF CONCRETE
 RP0836'POSTS.
 RP0836'
 RP0836'THE STATION MARK IS STAMPED FORMAN 1954 AND IS SET FLUSH WITH
 RP0836'THE GROUND.  THE MARK IS 81 FEET NORTHWEST OF A POWER LINE
 RP0836'POLE.  75 FEET EAST OF THE CENTER OF STATE HIGHWAY 32.  25
 RP0836'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE LINE.  AND 4 FEET
 RP0836'NORTH OF A WHITE POST.
 RP0836'
 RP0836'REFERENCE MARK NO. 1 IS STAMPED FORMAN NO 1 1954 AND IS SET
 RP0836'FLUSH WITH THE GROUND.  THE MARK IS 78 FEET NORTH OF A POWER
 RP0836'LINE POLE AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE LINE.
 RP0836'
 RP0836'REFERENCE MARK NO. 2 IS STAMPED FORMAN NO 2 1954 AND IS SET
 RP0836'FLUSH WITH THE GROUND.  THE MARK IS 106 FEET NORTHWEST OF A
 RP0836'POWER LINE POLE AND 25 FEET WEST OF THE EAST RIGHT-OF-WAY
 RP0836'FENCE LINE.
 RP0836'
 RP0836'THE AZIMUTH MARK IS STAMPED FORMAN 1954 AND IS SET FLUSH WITH
 RP0836'THE GROUND.  THE MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION.
 RP0836'100 FEET WEST OF THE CENTER OF STATE HIGHWAY 32.  2 FEET NORTH
 RP0836'OF A POWER LINE POLE WHICH SUPPORTS A TRANSFORMER.  AND 2 FEET
 RP0836'EAST OF A WHITE POST.
 RP0836'
 RP0836'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 RP0836'STATE HIGHWAY 32 FOR 0.35 MILE TO A FARM YARD ON THE LEFT
 RP0836'AND THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF HIGHWAY AS
 RP0836'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0835 ***********************************************************************
 RP0835  DESIGNATION -  FORMAN CONGREGATIONAL CHURCH
 RP0835  PID         -  RP0835
 RP0835  STATE/COUNTY-  ND/SARGENT
 RP0835  USGS QUAD   -  FORMAN (1958)
 RP0835
 RP0835                         *CURRENT SURVEY CONTROL
 RP0835  ___________________________________________________________________
 RP0835* NAD 83(1996)-  46 06 27.30165(N)    097 38 06.63143(W)     ADJUSTED  
 RP0835* NAVD 88     -                                                        
 RP0835  ___________________________________________________________________
 RP0835  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 RP0835  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0835
 RP0835  HORZ ORDER  -  THIRD
 RP0835
 RP0835.The horizontal coordinates were established by classical geodetic methods
 RP0835.and adjusted by the National Geodetic Survey in January 1998..
 RP0835
 RP0835
 RP0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0835
 RP0835.The geoid height was determined by GEOID03.
 RP0835
 RP0835;                    North         East     Units Scale Factor Converg.
 RP0835;SPC ND S     -    53,049.572   821,442.664   MT  1.00001575   +2 05 22.4
 RP0835;SPC ND S     -   174,047.15  2,695,021.86   iFT  1.00001575   +2 05 22.4
 RP0835;UTM  14      - 5,106,906.299   605,476.147   MT  0.99973676   +0 59 01.1
 RP0835
 RP0835                          SUPERSEDED SURVEY CONTROL
 RP0835
 RP0835  NAD 83(1986)-  46 06 27.30138(N)    097 38 06.62672(W) AD(       ) 4
 RP0835  NAD 27      -  46 06 27.42500(N)    097 38 05.28200(W) AD(       ) 3
 RP0835
 RP0835.Superseded values are not recommended for survey control.
 RP0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0835.See file dsdata.txt to determine how the superseded data were derived.
 RP0835
 RP0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0547606906(NAD 83)
 RP0835_MARKER: 90 = CHURCH SPIRE
 RP0835
 RP0835  HISTORY     - Date     Condition        Report By
 RP0835  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0835
 RP0835                          STATION DESCRIPTION
 RP0835
 RP0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0835'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE CONGREGATIONAL
 RP0835'CHURCH LOCATED 1 BLOCK E OF MAIN STREET AND 1 BLOCK S OF
 RP0835'STATE HIGHWAY 11.  STATION IS ON A WHITE WOODEN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0834 ***********************************************************************
 RP0834  DESIGNATION -  FORMAN MUNICIPAL TANK
 RP0834  PID         -  RP0834
 RP0834  STATE/COUNTY-  ND/SARGENT
 RP0834  USGS QUAD   -  FORMAN (1958)
 RP0834
 RP0834                         *CURRENT SURVEY CONTROL
 RP0834  ___________________________________________________________________
 RP0834* NAD 83(1996)-  46 06 34.04774(N)    097 38 09.74007(W)     ADJUSTED  
 RP0834* NAVD 88     -                                                        
 RP0834  ___________________________________________________________________
 RP0834  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 RP0834  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0834
 RP0834  HORZ ORDER  -  THIRD
 RP0834
 RP0834.The horizontal coordinates were established by classical geodetic methods
 RP0834.and adjusted by the National Geodetic Survey in January 1998..
 RP0834
 RP0834
 RP0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0834
 RP0834.The geoid height was determined by GEOID03.
 RP0834
 RP0834;                    North         East     Units Scale Factor Converg.
 RP0834;SPC ND S     -    53,255.295   821,368.354   MT  1.00001534   +2 05 20.1
 RP0834;SPC ND S     -   174,722.10  2,694,778.06   iFT  1.00001534   +2 05 20.1
 RP0834;UTM  14      - 5,107,113.360   605,405.841   MT  0.99973658   +0 58 59.0
 RP0834
 RP0834                          SUPERSEDED SURVEY CONTROL
 RP0834
 RP0834  NAD 83(1986)-  46 06 34.04772(N)    097 38 09.73576(W) AD(       ) 4
 RP0834  NAD 27      -  46 06 34.17300(N)    097 38 08.38900(W) AD(       ) 3
 RP0834
 RP0834.Superseded values are not recommended for survey control.
 RP0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0834.See file dsdata.txt to determine how the superseded data were derived.
 RP0834
 RP0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0540607113(NAD 83)
 RP0834_MARKER: 53 = ELEVATED TANK
 RP0834
 RP0834  HISTORY     - Date     Condition        Report By
 RP0834  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0834
 RP0834                          STATION DESCRIPTION
 RP0834
 RP0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0834'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED IN THE
 RP0834'NORTH PART OF THE TOWN OF FORMAN 0.1 MILE EAST-SOUTHEAST OF
 RP0834'THE DEPOT.  THE TANK IS MOUNTED ON A FOUR LEGGED SKELETON
 RP0834'FRAMEWORK AND IS APPROXIMATELY 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0833 ***********************************************************************
 RP0833  DESIGNATION -  FORMAN SARGENT CO CTHSE DOME
 RP0833  PID         -  RP0833
 RP0833  STATE/COUNTY-  ND/SARGENT
 RP0833  USGS QUAD   -  FORMAN (1958)
 RP0833
 RP0833                         *CURRENT SURVEY CONTROL
 RP0833  ___________________________________________________________________
 RP0833* NAD 83(1996)-  46 06 22.74403(N)    097 38 13.70627(W)     ADJUSTED  
 RP0833* NAVD 88     -                                                        
 RP0833  ___________________________________________________________________
 RP0833  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 RP0833  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0833
 RP0833  HORZ ORDER  -  THIRD
 RP0833
 RP0833.The horizontal coordinates were established by classical geodetic methods
 RP0833.and adjusted by the National Geodetic Survey in January 1998..
 RP0833
 RP0833
 RP0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0833
 RP0833.The geoid height was determined by GEOID03.
 RP0833
 RP0833;                    North         East     Units Scale Factor Converg.
 RP0833;SPC ND S     -    52,903.405   821,295.951   MT  1.00001603   +2 05 17.2
 RP0833;SPC ND S     -   173,567.60  2,694,540.52   iFT  1.00001603   +2 05 17.2
 RP0833;UTM  14      - 5,106,763.030   605,326.683   MT  0.99973637   +0 58 55.9
 RP0833
 RP0833                          SUPERSEDED SURVEY CONTROL
 RP0833
 RP0833  NAD 83(1986)-  46 06 22.74390(N)    097 38 13.70123(W) AD(       ) 4
 RP0833  NAD 27      -  46 06 22.87300(N)    097 38 12.34900(W) AD(       ) 3
 RP0833
 RP0833.Superseded values are not recommended for survey control.
 RP0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0833.See file dsdata.txt to determine how the superseded data were derived.
 RP0833
 RP0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0532706763(NAD 83)
 RP0833_MARKER: 87 = DOME
 RP0833
 RP0833  HISTORY     - Date     Condition        Report By
 RP0833  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0833
 RP0833                          STATION DESCRIPTION
 RP0833
 RP0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0833'POINT OBSERVED UPON WAS THE FINIAL OF THE DOME OF THE SARGENT
 RP0833'COUNTY COURTHOUSE.  BUILDING IS OF YELLOW BRICK, ERECTED IN
 RP0833'1910, LOCATED ON THE W SIDE AND S END OF MAIN STREET, 3 BLOCKS
 RP0833'S OF STATE HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4425 ***********************************************************************
 DH4425  DESIGNATION -  FORT LINCOLN DISCOVERY II
 DH4425  PID         -  DH4425
 DH4425  STATE/COUNTY-  ND/MORTON
 DH4425  USGS QUAD   -  BISMARCK (1976)
 DH4425
 DH4425                         *CURRENT SURVEY CONTROL
 DH4425  ___________________________________________________________________
 DH4425* NAD 83(1996)-  46 45 54.56324(N)    100 50 47.00660(W)     ADJUSTED  
 DH4425* NAVD 88     -       513.5    (meters)    1685.     (feet)  GPS OBS   
 DH4425  ___________________________________________________________________
 DH4425  X           -    -823,664.304 (meters)                     COMP
 DH4425  Y           -  -4,298,886.212 (meters)                     COMP
 DH4425  Z           -   4,624,279.143 (meters)                     COMP
 DH4425  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 DH4425  ELLIP HEIGHT-         492.09  (meters)          (06/27/05) GPS OBS
 DH4425  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DH4425
 DH4425  HORZ ORDER  -  A
 DH4425  ELLP ORDER  -  FOURTH    CLASS I
 DH4425
 DH4425.The horizontal coordinates were established by GPS observations
 DH4425.and adjusted by the National Geodetic Survey in June 2005..
 DH4425
 DH4425.The orthometric height was determined by GPS observations and a
 DH4425.high-resolution geoid model.
 DH4425
 DH4425.Photographs are available for this station.
 DH4425
 DH4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4425
 DH4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4425
 DH4425.The ellipsoidal height was determined by GPS observations
 DH4425.and is referenced to NAD 83.
 DH4425
 DH4425.The geoid height was determined by GEOID03.
 DH4425
 DH4425;                    North         East     Units Scale Factor Converg.
 DH4425;SPC ND S     -   122,162.636   573,541.459   MT  0.99993658   -0 15 09.5
 DH4425;SPC ND S     -   400,796.05  1,881,697.70   iFT  0.99993658   -0 15 09.5
 DH4425;UTM  14      - 5,180,722.644   359,014.673   MT  0.99984431   -1 20 43.5
 DH4425
 DH4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4425!SPC ND S     -   0.99992287  x   0.99993658  =   0.99985945
 DH4425!UTM  14      -   0.99992287  x   0.99984431  =   0.99976719
 DH4425
 DH4425                          SUPERSEDED SURVEY CONTROL
 DH4425
 DH4425.No superseded survey control is available for this station.
 DH4425
 DH4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5901580723(NAD 83)
 DH4425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH4425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4425_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4425+STABILITY: SURFACE MOTION
 DH4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4425+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 DH4425
 DH4425  HISTORY     - Date     Condition        Report By
 DH4425  HISTORY     - 20040820 MONUMENTED       NDSPLS
 DH4425  HISTORY     - 20050714 GOOD             GEOCAC
 DH4425
 DH4425                          STATION DESCRIPTION
 DH4425
 DH4425'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4425'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF MANDAN, IN FORT ABRAHAM
 DH4425'LINCOLN STATE  PARK, NEAR THE MUSEUM. OWNERSHIP--NORTH DAKOTA PARKS
 DH4425'AND RECREATION, FORT LINCOLN  STATE PARK, 4480 FORT LINCOLN ROAD,
 DH4425'MANDAN ND.
 DH4425' 
 DH4425'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAY 1804 AND FORT
 DH4425'LINCOLN ROAD AT  THE ENTRANCE TO FORT LINCOLN STATE PARK, GO NORTH TO
 DH4425'THE PARK CHECKIN BUILDING,  CONTINUE NORTH ON FORT LINCOLN ROAD TO THE
 DH4425'ENTRANCE TO THE MUSEUM PARKING LOT, TURN  RIGHT AND GO APPROXIMATELY
 DH4425'100 FEET TO THE STATION AND PLAZA ON THE LEFT.
 DH4425' 
 DH4425'THE STATION IS A 12-INCH BRASS CORPS OF DISCOVERY II DISK SET INTO THE
 DH4425'TOP OF A 20-INCH  CONCRETE POST THAT IS 9.5 FEET LONG.  THE STATION
 DH4425'PROJECTS 16 INCHES ABOVE THE FLAGSTONE  PLAZA.  NOTE--THERE IS NO
 DH4425'STAMPING ON DISK.
 DH4425
 DH4425                          STATION RECOVERY (2005)
 DH4425
 DH4425'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 DH4425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0848 ***********************************************************************
 RR0848  DESIGNATION -  FORT RICE
 RR0848  PID         -  RR0848
 RR0848  STATE/COUNTY-  ND/MORTON
 RR0848  USGS QUAD   -  HUFF (1971)
 RR0848
 RR0848                         *CURRENT SURVEY CONTROL
 RR0848  ___________________________________________________________________
 RR0848* NAD 83(1996)-  46 31 49.90627(N)    100 41 14.67262(W)     ADJUSTED  
 RR0848* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 RR0848  ___________________________________________________________________
 RR0848  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 RR0848  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RR0848
 RR0848  HORZ ORDER  -  SECOND
 RR0848
 RR0848.The horizontal coordinates were established by classical geodetic methods
 RR0848.and adjusted by the National Geodetic Survey in January 1998..
 RR0848
 RR0848.The orthometric height was scaled from a topographic map.
 RR0848
 RR0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0848
 RR0848.The geoid height was determined by GEOID03.
 RR0848
 RR0848;                    North         East     Units Scale Factor Converg.
 RR0848;SPC ND S     -    96,040.906   585,622.783   MT  0.99994987   -0 08 12.1
 RR0848;SPC ND S     -   315,094.84  1,921,334.59   iFT  0.99994987   -0 08 12.1
 RR0848;UTM  14      - 5,154,378.830   370,595.379   MT  0.99980583   -1 13 29.2
 RR0848
 RR0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0848!SPC ND S     -   0.99990377  x   0.99994987  =   0.99985364
 RR0848!UTM  14      -   0.99990377  x   0.99980583  =   0.99970962
 RR0848
 RR0848:                Primary Azimuth Mark                     Grid Az
 RR0848:SPC ND S     -  RIVERSIDE                                341 47 05.9
 RR0848:UTM  14      -  RIVERSIDE                                342 52 23.0
 RR0848
 RR0848|---------------------------------------------------------------------|
 RR0848| PID    Reference Object                     Distance      Geod. Az  |
 RR0848|                                                           dddmmss.s |
 RR0848| RR0847 RIVERSIDE                           APPROX.10.9 KM 3413853.8 |
 RR0848|---------------------------------------------------------------------|
 RR0848
 RR0848                          SUPERSEDED SURVEY CONTROL
 RR0848
 RR0848  NAD 83(1986)-  46 31 49.89790(N)    100 41 14.65926(W) AD(       ) 2
 RR0848  NAD 27      -  46 31 49.91500(N)    100 41 13.21200(W) AD(       ) 2
 RR0848
 RR0848.Superseded values are not recommended for survey control.
 RR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0848.See file dsdata.txt to determine how the superseded data were derived.
 RR0848
 RR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7059554379(NAD 83)
 RR0848_MARKER: Z = SEE DESCRIPTION
 RR0848_SETTING: 0 = UNSPECIFIED SETTING
 RR0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0848
 RR0848  HISTORY     - Date     Condition        Report By
 RR0848  HISTORY     - 1889     MONUMENTED       MORC
 RR0848
 RR0848                          STATION DESCRIPTION
 RR0848
 RR0848'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0848'FORT RICE IS ON RIGHT BANK, ABOUT 6 MILES SOUTHWEST OF THE
 RR0848'SITE OF OLD FORT RICE.  AS SEEN FROM FIRST BLUFF AT MOUTH
 RR0848'OF FORT RICE CREEK, IT IS A SQUARE-TOPPED HILL AND HIGHEST
 RR0848'LAND IN SIGHT.  THE TRIANGULATION STATION IS ON WEST END OF
 RR0848'AN EAST-AND-WEST RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1169 ***********************************************************************
 SM1169  DESIGNATION -  FORT TOTTEN STACK
 SM1169  PID         -  SM1169
 SM1169  STATE/COUNTY-  ND/BENSON
 SM1169  USGS QUAD   -  FORT TOTTEN (1994)
 SM1169
 SM1169                         *CURRENT SURVEY CONTROL
 SM1169  ___________________________________________________________________
 SM1169* NAD 83(1996)-  47 58 43.34785(N)    098 59 30.54723(W)     ADJUSTED  
 SM1169* NAVD 88     -                                                        
 SM1169  ___________________________________________________________________
 SM1169  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 SM1169  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SM1169
 SM1169  HORZ ORDER  -  THIRD
 SM1169
 SM1169.The horizontal coordinates were established by classical geodetic methods
 SM1169.and adjusted by the National Geodetic Survey in January 1998..
 SM1169
 SM1169
 SM1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1169
 SM1169.The geoid height was determined by GEOID03.
 SM1169
 SM1169;                    North         East     Units Scale Factor Converg.
 SM1169;SPC ND N     -   109,915.883   712,580.638   MT  0.99993755   +1 07 20.2
 SM1169;SPC ND N     -   360,616.41  2,337,862.99   iFT  0.99993755   +1 07 20.2
 SM1169;UTM  14      - 5,313,933.714   500,610.541   MT  0.99960000   +0 00 21.9
 SM1169
 SM1169                          SUPERSEDED SURVEY CONTROL
 SM1169
 SM1169  NAD 83(1986)-  47 58 43.34718(N)    098 59 30.54518(W) AD(       ) 4
 SM1169  NAD 27      -  47 58 43.35900(N)    098 59 29.09900(W) AD(       ) 3
 SM1169
 SM1169.Superseded values are not recommended for survey control.
 SM1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1169.See file dsdata.txt to determine how the superseded data were derived.
 SM1169
 SM1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU0061113934(NAD 83)
 SM1169_MARKER: 63 = STACK
 SM1169
 SM1169  HISTORY     - Date     Condition        Report By
 SM1169  HISTORY     - 1946     FIRST OBSERVED   CGS
 SM1169
 SM1169                          STATION DESCRIPTION
 SM1169
 SM1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SM1169'THE STATION IS LOCATED IN FORT TOTTEN.  IT IS A BRICK KIEL
 SM1169'PAINTED SILVER AND IS APPROXIMATELY 30 FEET HIGH.  POINT
 SM1169'INTERSECTED WAS TOP OF STACK.
 SM1169'
 SM1169'TO REACH FROM THE POST OFFICE IN DEVILS LAKE, GO 1 BLOCK EAST
 SM1169'TO U.S. HIGHWAY NO. 2 TURN RIGHT ON U.S. HIGHWAY NO. 2 AND
 SM1169'GO 0.8 MILE TO WHERE U.S. HIGHWAY NO. 2 RUNS EAST AND WEST,
 SM1169'CONTINUE 0.2 MILE TO JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 SM1169'HIGHWAY NO. 20.  HERE TURN LEFT ON STATE HIGHWAY NO. 20 AND
 SM1169'GO 4.5 MILES TO JUNCTION OF STATE HIGHWAY NO. 20 AND STATE
 SM1169'HIGHWAY NO. 57.  CONTINUE STRAIGHT AHEAD FOR 6.4 MILES ON
 SM1169'STATE HIGHWAY NO. 57 TO SIGN, DAKOTA TRADING POST.  HERE
 SM1169'TURN LEFT AND GO 0.7 MILE TO STACK.  IT IS AT THE WEST END OF
 SM1169'A BRICK BUILDING WHICH IS APPROXIMATELY 20 FEET BY 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1172 ***********************************************************************
 SM1172  DESIGNATION -  FORT TOTTEN WATER TANK
 SM1172  PID         -  SM1172
 SM1172  STATE/COUNTY-  ND/BENSON
 SM1172  USGS QUAD   -  FORT TOTTEN (1994)
 SM1172
 SM1172                         *CURRENT SURVEY CONTROL
 SM1172  ___________________________________________________________________
 SM1172* NAD 83(1996)-  47 58 37.89789(N)    098 59 37.05056(W)     ADJUSTED  
 SM1172* NAVD 88     -                                                        
 SM1172  ___________________________________________________________________
 SM1172  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 SM1172  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SM1172
 SM1172  HORZ ORDER  -  THIRD
 SM1172
 SM1172.The horizontal coordinates were established by classical geodetic methods
 SM1172.and adjusted by the National Geodetic Survey in January 1998..
 SM1172
 SM1172
 SM1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1172
 SM1172.The geoid height was determined by GEOID03.
 SM1172
 SM1172;                    North         East     Units Scale Factor Converg.
 SM1172;SPC ND N     -   109,744.958   712,449.100   MT  0.99993760   +1 07 15.4
 SM1172;SPC ND N     -   360,055.64  2,337,431.43   iFT  0.99993760   +1 07 15.4
 SM1172;UTM  14      - 5,313,765.441   500,475.744   MT  0.99960000   +0 00 17.0
 SM1172
 SM1172                          SUPERSEDED SURVEY CONTROL
 SM1172
 SM1172  NAD 83(1986)-  47 58 37.89759(N)    098 59 37.04913(W) AD(       ) 4
 SM1172  NAD 27      -  47 58 37.91000(N)    098 59 35.60000(W) AD(       ) 3
 SM1172
 SM1172.Superseded values are not recommended for survey control.
 SM1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1172.See file dsdata.txt to determine how the superseded data were derived.
 SM1172
 SM1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU0047613765(NAD 83)
 SM1172_MARKER: 53 = ELEVATED TANK
 SM1172
 SM1172  HISTORY     - Date     Condition        Report By
 SM1172  HISTORY     - 1946     FIRST OBSERVED   CGS
 SM1172
 SM1172                          STATION DESCRIPTION
 SM1172
 SM1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SM1172'STATION IS LOCATED IN FORT TOTTEN.  TANK IS ABOUT 100 FEET
 SM1172'HIGH AND IS PAINTED SILVER.  POINT INTERSECTED WAS APEX OF
 SM1172'TANK.
 SM1172'
 SM1172'TO REACH FROM THE POST OFFICE IN DEVILS LAKE, GO EAST 1 BLOCK
 SM1172'TO U.S. HIGHWAY NO. 2.  TURN RIGHT ON U.S. HIGHWAY NO. 2 AND
 SM1172'GO 0.8 MILE TO WHERE U.S. HIGHWAY NO. 2 RUNS EAST AND WEST,
 SM1172'CONTINUE 0.2 MILE TO JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 SM1172'HIGHWAY NO. 20.  HERE TURN LEFT ON STATE HIGHWAY NO. 20
 SM1172'AND GO 4.5 MILE TO JUNCTION OF STATE HIGHWAY NO. 20 AND STATE
 SM1172'HIGHWAY NO. 57.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY
 SM1172'NO. 57 FOR 6.4 MILES TO SIGN DAKOTA TRADING POST.  HERE TURN
 SM1172'LEFT AND GO 0.7 MILE TO TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0820 ***********************************************************************
 RR0820  DESIGNATION -  FORT YATES
 RR0820  PID         -  RR0820
 RR0820  STATE/COUNTY-  ND/SIOUX
 RR0820  USGS QUAD   -  FORT YATES (1968)
 RR0820
 RR0820                         *CURRENT SURVEY CONTROL
 RR0820  ___________________________________________________________________
 RR0820* NAD 83(1996)-  46 06 09.06451(N)    100 38 10.28296(W)     ADJUSTED  
 RR0820* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 RR0820  ___________________________________________________________________
 RR0820  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 RR0820  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0820
 RR0820  HORZ ORDER  -  SECOND
 RR0820
 RR0820.The horizontal coordinates were established by classical geodetic methods
 RR0820.and adjusted by the National Geodetic Survey in January 1998..
 RR0820
 RR0820.The orthometric height was scaled from a topographic map.
 RR0820
 RR0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0820
 RR0820.The geoid height was determined by GEOID03.
 RR0820
 RR0820;                    North         East     Units Scale Factor Converg.
 RR0820;SPC ND S     -    48,457.194   589,469.624   MT  1.00001687   -0 05 57.6
 RR0820;SPC ND S     -   158,980.30  1,933,955.46   iFT  1.00001687   -0 05 57.6
 RR0820;UTM  14      - 5,106,739.324   373,540.870   MT  0.99979659   -1 10 45.0
 RR0820
 RR0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0820!SPC ND S     -   0.99991677  x   1.00001687  =   0.99993364
 RR0820!UTM  14      -   0.99991677  x   0.99979659  =   0.99971338
 RR0820
 RR0820|---------------------------------------------------------------------|
 RR0820| PID    Reference Object                     Distance      Geod. Az  |
 RR0820|                                                           dddmmss.s |
 RR0820| CO4988 FORT YATES RM 1                      17.550 METERS 06118     |
 RR0820| CO4989 FORT YATES RM 2                      19.012 METERS 15111     |
 RR0820| CO4987 FORT YATES AZ MK                                   2475028.1 |
 RR0820|---------------------------------------------------------------------|
 RR0820
 RR0820                          SUPERSEDED SURVEY CONTROL
 RR0820
 RR0820  NAD 83(1986)-  46 06 09.05561(N)    100 38 10.27650(W) AD(       ) 2
 RR0820  NAD 27      -  46 06 09.07600(N)    100 38 08.82900(W) AD(       ) 2
 RR0820
 RR0820.Superseded values are not recommended for survey control.
 RR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0820.See file dsdata.txt to determine how the superseded data were derived.
 RR0820
 RR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7354106739(NAD 83)
 RR0820_MARKER: DD = SURVEY DISK
 RR0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0820
 RR0820  HISTORY     - Date     Condition        Report By
 RR0820  HISTORY     - 1948     MONUMENTED       USE
 RR0820  HISTORY     - 1957     GOOD             CGS
 RR0820
 RR0820                          STATION DESCRIPTION
 RR0820
 RR0820'DESCRIBED BY US ENGINEERS 1948 (MJT)
 RR0820'STATION IS LOCATED ON THE STANDING ROCK INDIAN RESERVATION
 RR0820'AND ON A HIGH FLAT RIDGE ABOUT 1 MILE NORTHWEST OF FORT YATES
 RR0820'AND ABOUT 1 MILE WEST OF THE MISSOURI RIVER, ON LAND OWNED BY
 RR0820'THE U.S. GOVERNMENT.
 RR0820'
 RR0820'TO REACH THE STATION FROM THE INTERSECTION OF YATES STREET
 RR0820'AND STANDING ROCK AVENUE IN FORT YATES, GO WEST ON YATES STREET
 RR0820'FOR 0.1 MILE, TURN RIGHT AND GO NORTH ON PROPOSAL AVENUE FOR
 RR0820'0.7 MILE TO THE END OF THE STREET, TURN LEFT AND GO NORTHWEST
 RR0820'ON A TRACK ROAD FOR 0.25 MILE, AT CURVE IN THE TRACK ROAD NEAR
 RR0820'THE TOP OF THE HILL CONTINUE STRAIGHT AHEAD FOR ABOUT 10 YARDS
 RR0820'TO ANOTHER TRACK ROAD THAT GOES NORTH ALMOST PARALLEL TO A
 RR0820'NORTH SOUTH FENCE, GO NORTH ON THIS TRACK ROAD FOR 0.2 MILE TO
 RR0820'THE STATION ON THE LEFT.
 RR0820'
 RR0820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTHWEST
 RR0820'FOR 0.3 MILE THE THE AZIMUTH MARK ON THE WEST EDGE OF A
 RR0820'NORTH-SOUTH RIDGE.
 RR0820'
 RR0820'THE STATION MARK IS 62 FEET WEST OF THE NORTH-SOUTH FENCE
 RR0820'LINE, AND 52 FEET WEST OF THE CENTER OF THE NORTH-SOUTH TRACK
 RR0820'ROAD.  IT IS A STANDARD U.S.E.D. TRIANGULATION STATION MARK
 RR0820'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST.  THE MARK
 RR0820'PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED FORT YATES 1946.
 RR0820'
 RR0820'REFERENCE MARK NO. 1 IS 3 FEET EAST OF THE NORTH-SOUTH FENCE
 RR0820'LINE.  IT IS A STANDARD USC AND GS REFERENCE MARK DISK SET IN
 RR0820'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0820'ABOUT 4 INCHES, AND THE DISK IS STAMPED FORT YATES NO 1 1948.
 RR0820'
 RR0820'REFERENCE MARK NO. 2 IS 60 FEET EAST OF THE NORTH-SOUTH FENCE
 RR0820'LINE.  IT IS A STANDARD USC AND GS REFERENCE MARK DISK SET
 RR0820'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0820'ABOUT 4 INCHES, AND THE DISK IS STAMPED FORT YATES NO 2 1948.
 RR0820'
 RR0820'AZIMUTH MARK IS 30 FEET EAST OF A NORTH-SOUTH FENCE LINE, 12
 RR0820'FEET EAST OF THE WEST EDGE OF A RIDGE RUNNING NORTH AND SOUTH,
 RR0820'AND 3 FEET NORTH OF A WHITE WITNESS POST.  IT IS A STANDARD
 RR0820'USC AND GS AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 RR0820'SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 4 INCHES, AND
 RR0820'THE DISK IS STAMPED FORT YATES 1948.
 RR0820'
 RR0820'A 4-FOOT STAND WILL SEE STATIONS NONA, POWELL 1934, RED HORSE,
 RR0820'AND WOLF 1934.
 RR0820'
 RR0820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0820
 RR0820                          STATION RECOVERY (1957)
 RR0820
 RR0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0820'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0820'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 RR0820'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0822 ***********************************************************************
 RR0822  DESIGNATION -  FORT YATES
 RR0822  PID         -  RR0822
 RR0822  STATE/COUNTY-  ND/SIOUX
 RR0822  USGS QUAD   -  FORT YATES (1968)
 RR0822
 RR0822                         *CURRENT SURVEY CONTROL
 RR0822  ___________________________________________________________________
 RR0822* NAD 83(1996)-  46 06 02.15581(N)    100 38 09.53175(W)     ADJUSTED  
 RR0822* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 RR0822  ___________________________________________________________________
 RR0822  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 RR0822  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0822
 RR0822  HORZ ORDER  -  SECOND
 RR0822
 RR0822.The horizontal coordinates were established by classical geodetic methods
 RR0822.and adjusted by the National Geodetic Survey in January 1998..
 RR0822
 RR0822.The orthometric height was scaled from a topographic map.
 RR0822
 RR0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0822
 RR0822.The geoid height was determined by GEOID03.
 RR0822
 RR0822;                    North         East     Units Scale Factor Converg.
 RR0822;SPC ND S     -    48,243.850   589,485.389   MT  1.00001729   -0 05 57.1
 RR0822;SPC ND S     -   158,280.35  1,934,007.18   iFT  1.00001729   -0 05 57.1
 RR0822;UTM  14      - 5,106,525.768   373,552.609   MT  0.99979655   -1 10 44.3
 RR0822
 RR0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0822!SPC ND S     -   0.99991677  x   1.00001729  =   0.99993406
 RR0822!UTM  14      -   0.99991677  x   0.99979655  =   0.99971334
 RR0822
 RR0822:                Primary Azimuth Mark                     Grid Az
 RR0822:SPC ND S     -  BATTLE CREEK                             346 01 51.4
 RR0822:UTM  14      -  BATTLE CREEK                             347 06 38.6
 RR0822
 RR0822|---------------------------------------------------------------------|
 RR0822| PID    Reference Object                     Distance      Geod. Az  |
 RR0822|                                                           dddmmss.s |
 RR0822| RR0825 BATTLE CREEK                        APPROX. 5.3 KM 3455554.3 |
 RR0822|---------------------------------------------------------------------|
 RR0822
 RR0822                          SUPERSEDED SURVEY CONTROL
 RR0822
 RR0822  NAD 83(1986)-  46 06 02.14719(N)    100 38 09.52535(W) AD(       ) 2
 RR0822  NAD 27      -  46 06 02.16700(N)    100 38 08.06900(W) AD(       ) 2
 RR0822
 RR0822.Superseded values are not recommended for survey control.
 RR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0822.See file dsdata.txt to determine how the superseded data were derived.
 RR0822
 RR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7355306526(NAD 83)
 RR0822_MARKER: Z = SEE DESCRIPTION
 RR0822_SETTING: 0 = UNSPECIFIED SETTING
 RR0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0822
 RR0822  HISTORY     - Date     Condition        Report By
 RR0822  HISTORY     - 1889     MONUMENTED       MORC
 RR0822
 RR0822                          STATION DESCRIPTION
 RR0822
 RR0822'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0822'FORT YATES IS ON RIGHT BANK, ON A FLAT-TOPPED HILL, ONE-HALF
 RR0822'MILE NORTHWEST FROM FORT YATES, ABOUT 500 FEET SOUTH FROM THE
 RR0822'HIGHEST PART OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4424 ***********************************************************************
 DH4424  DESIGNATION -  FORT YATES DISCOVERY II
 DH4424  PID         -  DH4424
 DH4424  STATE/COUNTY-  ND/SIOUX
 DH4424  USGS QUAD   -  FORT YATES (1968)
 DH4424
 DH4424                         *CURRENT SURVEY CONTROL
 DH4424  ___________________________________________________________________
 DH4424* NAD 83(1996)-  46 05 21.35748(N)    100 38 02.59477(W)     ADJUSTED  
 DH4424* NAVD 88     -       496.0    (meters)    1627.     (feet)  GPS OBS   
 DH4424  ___________________________________________________________________
 DH4424  X           -    -817,770.410 (meters)                     COMP
 DH4424  Y           -  -4,355,399.115 (meters)                     COMP
 DH4424  Z           -   4,572,476.343 (meters)                     COMP
 DH4424  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DH4424  ELLIP HEIGHT-         474.57  (meters)          (06/27/05) GPS OBS
 DH4424  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 DH4424
 DH4424  HORZ ORDER  -  A
 DH4424  ELLP ORDER  -  FOURTH    CLASS I
 DH4424
 DH4424.The horizontal coordinates were established by GPS observations
 DH4424.and adjusted by the National Geodetic Survey in June 2005..
 DH4424
 DH4424.The orthometric height was determined by GPS observations and a
 DH4424.high-resolution geoid model.
 DH4424
 DH4424.Photographs are available for this station.
 DH4424
 DH4424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4424
 DH4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4424
 DH4424.The ellipsoidal height was determined by GPS observations
 DH4424.and is referenced to NAD 83.
 DH4424
 DH4424.The geoid height was determined by GEOID03.
 DH4424
 DH4424;                    North         East     Units Scale Factor Converg.
 DH4424;SPC ND S     -    46,983.888   589,632.238   MT  1.00001982   -0 05 52.0
 DH4424;SPC ND S     -   154,146.61  1,934,488.97   iFT  1.00001982   -0 05 52.0
 DH4424;UTM  14      - 5,105,263.543   373,675.663   MT  0.99979617   -1 10 38.5
 DH4424
 DH4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4424!SPC ND S     -   0.99992561  x   1.00001982  =   0.99994543
 DH4424!UTM  14      -   0.99992561  x   0.99979617  =   0.99972179
 DH4424
 DH4424                          SUPERSEDED SURVEY CONTROL
 DH4424
 DH4424.No superseded survey control is available for this station.
 DH4424
 DH4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7367605264(NAD 83)
 DH4424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH4424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4424_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4424+STABILITY: SURFACE MOTION
 DH4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4424+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4424
 DH4424  HISTORY     - Date     Condition        Report By
 DH4424  HISTORY     - 20040820 MONUMENTED       NDSPLS
 DH4424
 DH4424                          STATION DESCRIPTION
 DH4424
 DH4424'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4424'THE STATION IS LOCATED IN FORT YATES, IN THE SOUTHEAST 1/4 OF SECTION
 DH4424'12, T 130 N, R 80 W.
 DH4424' 
 DH4424'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 24/1806 AND COUNTY
 DH4424'ROAD 4320, GO  EAST FOR 1.73 MILES ALONG MAIN ROAD TO FORT YATES, THEN
 DH4424'GO NORTH 280 FEET TO THE STATION.
 DH4424' 
 DH4424'THE STATION IS A 4-INCH CORPS OF DISCOVERY II COMMEMORATIVE DISK SET
 DH4424'IN THE TOP OF  A 24-INCH CONCRETE MONUMENT.  THE  CONCRETE MONUMENT
 DH4424'EXTENDS 8 FEET BELOW GROUND  AND REINFORCEMENT BARS OF ABOUT 8 FEET IN
 DH4424'LENGTH WITH CROSS TIES SPACED AT EVERY 12  INCHES WERE PLACED IN THE
 DH4424'CONCRETE.  LOCATED ABOUT 45 FT SOUTHWEST OF A PICNIC SHELTER  AND
 DH4424'ABOUT 30 FT SOUTH-SOUTHWEST OF THE SITTING BULL MONUMENT.  NOTE--THERE
 DH4424'IS NO  STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0824 ***********************************************************************
 RR0824  DESIGNATION -  FORT YATES INDIAN SCH PWR STK
 RR0824  PID         -  RR0824
 RR0824  STATE/COUNTY-  ND/SIOUX
 RR0824  USGS QUAD   -  FORT YATES (1968)
 RR0824
 RR0824                         *CURRENT SURVEY CONTROL
 RR0824  ___________________________________________________________________
 RR0824* NAD 83(1996)-  46 05 24.13105(N)    100 37 52.03934(W)     ADJUSTED  
 RR0824* NAVD 88     -                                                        
 RR0824  ___________________________________________________________________
 RR0824  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 RR0824  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0824
 RR0824  HORZ ORDER  -  THIRD
 RR0824
 RR0824.The horizontal coordinates were established by classical geodetic methods
 RR0824.and adjusted by the National Geodetic Survey in January 1998..
 RR0824
 RR0824
 RR0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0824
 RR0824.The geoid height was determined by GEOID03.
 RR0824
 RR0824;                    North         East     Units Scale Factor Converg.
 RR0824;SPC ND S     -    47,069.144   589,859.147   MT  1.00001965   -0 05 44.3
 RR0824;SPC ND S     -   154,426.33  1,935,233.42   iFT  1.00001965   -0 05 44.3
 RR0824;UTM  14      - 5,105,344.490   373,904.087   MT  0.99979546   -1 10 31.0
 RR0824
 RR0824                          SUPERSEDED SURVEY CONTROL
 RR0824
 RR0824  NAD 83(1986)-  46 05 24.12211(N)    100 37 52.03252(W) AD(       ) 4
 RR0824  NAD 27      -  46 05 24.14100(N)    100 37 50.58500(W) AD(       ) 3
 RR0824
 RR0824.Superseded values are not recommended for survey control.
 RR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0824.See file dsdata.txt to determine how the superseded data were derived.
 RR0824
 RR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7390405344(NAD 83)
 RR0824_MARKER: 63 = STACK
 RR0824
 RR0824  HISTORY     - Date     Condition        Report By
 RR0824  HISTORY     - 1948     FIRST OBSERVED   CGS
 RR0824
 RR0824                          STATION DESCRIPTION
 RR0824
 RR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0824'STATION IS LOCATED IN THE VILLAGE OF FORT YATES, 200 FEET
 RR0824'NORTHWEST OF THE INTERSECTION OF PROPOSAL AVENUE AND SENIOR
 RR0824'STREET.  IT IS A RED BRICK STRUCTURE, WITH AN OCTAGONAL BASE,
 RR0824'AND IS APPROXIMATELY 100 FEET HIGH.  THE STACK IS SITUATED AT
 RR0824'THE NORTH END OF THE INDIAN SCHOOL POWER PLANT BUILDING.  THE
 RR0824'POINT OF INTERSECTION WAS THE APPROXIMATE CENTER OF THE TOP OF
 RR0824'THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0823 ***********************************************************************
 RR0823  DESIGNATION -  FORT YATES ST PETERS CATH CH
 RR0823  PID         -  RR0823
 RR0823  STATE/COUNTY-  ND/SIOUX
 RR0823  USGS QUAD   -  FORT YATES (1968)
 RR0823
 RR0823                         *CURRENT SURVEY CONTROL
 RR0823  ___________________________________________________________________
 RR0823* NAD 83(1996)-  46 05 43.51002(N)    100 37 53.77076(W)     ADJUSTED  
 RR0823* NAVD 88     -                                                        
 RR0823  ___________________________________________________________________
 RR0823  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 RR0823  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0823
 RR0823  HORZ ORDER  -  THIRD
 RR0823
 RR0823.The horizontal coordinates were established by classical geodetic methods
 RR0823.and adjusted by the National Geodetic Survey in January 1998..
 RR0823
 RR0823
 RR0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0823
 RR0823.The geoid height was determined by GEOID03.
 RR0823
 RR0823;                    North         East     Units Scale Factor Converg.
 RR0823;SPC ND S     -    47,667.559   589,822.953   MT  1.00001844   -0 05 45.6
 RR0823;SPC ND S     -   156,389.63  1,935,114.68   iFT  1.00001844   -0 05 45.6
 RR0823;UTM  14      - 5,105,943.347   373,879.181   MT  0.99979554   -1 10 32.6
 RR0823
 RR0823                          SUPERSEDED SURVEY CONTROL
 RR0823
 RR0823  NAD 83(1986)-  46 05 43.50107(N)    100 37 53.76387(W) AD(       ) 4
 RR0823  NAD 27      -  46 05 43.52000(N)    100 37 52.31800(W) AD(       ) 3
 RR0823
 RR0823.Superseded values are not recommended for survey control.
 RR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0823.See file dsdata.txt to determine how the superseded data were derived.
 RR0823
 RR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7387905943(NAD 83)
 RR0823_MARKER: 91 = CHURCH CROSS
 RR0823
 RR0823  HISTORY     - Date     Condition        Report By
 RR0823  HISTORY     - 1948     FIRST OBSERVED   CGS
 RR0823
 RR0823                          STATION DESCRIPTION
 RR0823
 RR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0823'STATION IS LOCATED IN THE VILLAGE OF FORT YATES, 400 FEET
 RR0823'NORTHWEST OF THE INTERSECTION OF PROPOSAL AVENUE AND FORT STREET.
 RR0823'THE SPIRE STAND AT THE WEST END OF A WHITE FRAME CHURCH WITH
 RR0823'A GREEN SHINGLE ROOF, AND IS APPROXIMATELY 75 FEET HIGH.  THE
 RR0823'POINT OF INTERSECTION WAS THE BASE OF THE CROSS ATOP THE ROOF
 RR0823'OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1960 ***********************************************************************
 TG1960  DESIGNATION -  FOSTER
 TG1960  PID         -  TG1960
 TG1960  STATE/COUNTY-  ND/DIVIDE
 TG1960  USGS QUAD   -  
 TG1960
 TG1960                         *CURRENT SURVEY CONTROL
 TG1960  ___________________________________________________________________
 TG1960* NAD 83(1996)-  49 00 19.19602(N)    103 57 07.06107(W)     ADJUSTED  
 TG1960* NAVD 88     -       699.     (meters)    2293.     (feet)  SCALED    
 TG1960  ___________________________________________________________________
 TG1960  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TG1960  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG1960
 TG1960  HORZ ORDER  -  THIRD
 TG1960
 TG1960.The horizontal coordinates were established by classical geodetic methods
 TG1960.and adjusted by the National Geodetic Survey in January 1998..
 TG1960
 TG1960.The orthometric height was scaled from a topographic map.
 TG1960
 TG1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1960
 TG1960.The geoid height was determined by GEOID03.
 TG1960
 TG1960;                    North         East     Units Scale Factor Converg.
 TG1960;SPC ND N     -   228,631.738   347,508.860   MT  1.00006533   -2 34 07.4
 TG1960;SPC ND N     -   750,104.13  1,140,120.93   iFT  1.00006533   -2 34 07.4
 TG1960;SPC MT       -   542,830.669 1,005,578.582   MT  1.00000329   +4 03 30.3
 TG1960;SPC MT       - 1,780,940.52  3,299,142.33   iFT  1.00000329   +4 03 30.3
 TG1960;UTM  13      - 5,428,577.667   576,647.415   MT  0.99967217   +0 47 27.8
 TG1960
 TG1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1960!SPC ND N     -   0.99989346  x   1.00006533  =   0.99995879
 TG1960!SPC MT       -   0.99989346  x   1.00000329  =   0.99989675
 TG1960!UTM  13      -   0.99989346  x   0.99967217  =   0.99956567
 TG1960
 TG1960:                Primary Azimuth Mark                     Grid Az
 TG1960:SPC ND N     -  FLEW                                     096 54 39.6
 TG1960:SPC MT       -  FLEW                                     090 17 01.9
 TG1960:UTM  13      -  FLEW                                     093 33 04.4
 TG1960
 TG1960|---------------------------------------------------------------------|
 TG1960| PID    Reference Object                     Distance      Geod. Az  |
 TG1960|                                                           dddmmss.s |
 TG1960| TG1959 FLEW                                APPROX. 7.3 KM 0942032.2 |
 TG1960|---------------------------------------------------------------------|
 TG1960
 TG1960                          SUPERSEDED SURVEY CONTROL
 TG1960
 TG1960  NAD 83(1986)-  49 00 19.19829(N)    103 57 07.06092(W) AD(       ) 3
 TG1960
 TG1960.Superseded values are not recommended for survey control.
 TG1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1960.See file dsdata.txt to determine how the superseded data were derived.
 TG1960
 TG1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ7664728578(NAD 83)
 TG1960_MARKER: DD = SURVEY DISK
 TG1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1960+STABILITY: SURFACE MOTION
 TG1960
 TG1960  HISTORY     - Date     Condition        Report By
 TG1960  HISTORY     - 1911     MONUMENTED       IBC
 TG1960
 TG1960                          STATION DESCRIPTION
 TG1960
 TG1960'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1960'ABOUT ONE - HALF MILE NORTH OF THE INTERNATIONAL BOUNDARY MIDWAY
 TG1960'BETWEEN MONUMENTS 586 AND 587, IN SE 1/4 SECTION 4, TOWNSHIP 1, RANGE
 TG1960'15 W, SECOND MERIDIAN.  THE STATION IS ON A HIGH, FLAT RIDGE
 TG1960'OVERLOOKING A VALLEY TO THE NORTHWEST.  IT IS ADJACENT TO, AND ON THE
 TG1960'SOUTH SIDE OF, A CULTIVATED FIELD.
 TG1960'
 TG1960'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1960'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2034 ***********************************************************************
 TF2034  DESIGNATION -  FOURTEEN
 TF2034  PID         -  TF2034
 TF2034  STATE/COUNTY-  ND/MCHENRY
 TF2034  USGS QUAD   -  TOWNER (1980)
 TF2034
 TF2034                         *CURRENT SURVEY CONTROL
 TF2034  ___________________________________________________________________
 TF2034* NAD 83(1996)-  48 18 41.65176(N)    100 27 12.08784(W)     ADJUSTED  
 TF2034* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 TF2034  ___________________________________________________________________
 TF2034  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 TF2034  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF2034
 TF2034  HORZ ORDER  -  SECOND
 TF2034
 TF2034.The horizontal coordinates were established by classical geodetic methods
 TF2034.and adjusted by the National Geodetic Survey in January 1998..
 TF2034
 TF2034.The orthometric height was scaled from a topographic map.
 TF2034
 TF2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2034
 TF2034.The geoid height was determined by GEOID03.
 TF2034
 TF2034;                    North         East     Units Scale Factor Converg.
 TF2034;SPC ND N     -   145,823.994   603,459.491   MT  0.99994367   +0 02 04.9
 TF2034;SPC ND N     -   478,425.18  1,979,853.97   iFT  0.99994367   +0 02 04.9
 TF2034;UTM  14      - 5,351,951.583   392,241.768   MT  0.99974267   -1 05 07.6
 TF2034
 TF2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2034!SPC ND N     -   0.99993374  x   0.99994367  =   0.99987741
 TF2034!UTM  14      -   0.99993374  x   0.99974267  =   0.99967642
 TF2034
 TF2034:                Primary Azimuth Mark                     Grid Az
 TF2034:SPC ND N     -  TOWNER MUNICIPAL TANK                    038 35 24.9
 TF2034:UTM  14      -  TOWNER MUNICIPAL TANK                    039 42 37.4
 TF2034
 TF2034|---------------------------------------------------------------------|
 TF2034| PID    Reference Object                     Distance      Geod. Az  |
 TF2034|                                                           dddmmss.s |
 TF2034| TF2038 TOWNER MUNICIPAL TANK               APPROX. 5.6 KM 0383729.8 |
 TF2034| TF2037 TOWNER ZION LUTH CH STEEPLE         APPROX. 5.0 KM 0442545.1 |
 TF2034| TF2035 TOWNER MC HENRY CO CTHSE DOME       APPROX. 5.0 KM 0455812.7 |
 TF2034| CO6843 FOURTEEN AZ MK                                     0874946.5 |
 TF2034| CO6844 FOURTEEN RM 1                        36.869 METERS 09124     |
 TF2034| CO6845 FOURTEEN RM 2                        31.068 METERS 17643     |
 TF2034| CO6846 FOURTEEN RM 3                        30.635 METERS 29836     |
 TF2034|---------------------------------------------------------------------|
 TF2034
 TF2034                          SUPERSEDED SURVEY CONTROL
 TF2034
 TF2034  NAD 83(1986)-  48 18 41.65395(N)    100 27 12.08912(W) AD(       ) 2
 TF2034  NAD 27      -  48 18 41.65600(N)    100 27 10.60400(W) AD(       ) 2
 TF2034
 TF2034.Superseded values are not recommended for survey control.
 TF2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2034.See file dsdata.txt to determine how the superseded data were derived.
 TF2034
 TF2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9224251952(NAD 83)
 TF2034_MARKER: DS = TRIANGULATION STATION DISK
 TF2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2034
 TF2034  HISTORY     - Date     Condition        Report By
 TF2034  HISTORY     - 1946     MONUMENTED       CGS
 TF2034  HISTORY     - 1959     GOOD             CGS
 TF2034  HISTORY     - 1962     GOOD             CGS
 TF2034
 TF2034                          STATION DESCRIPTION
 TF2034
 TF2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2034'THE STATION IS LOCATED ALONG U.S. HIGHWAY 2 AT THE JUNCTION OF
 TF2034'STATE HIGHWAY 14 GOING SOUTH ABOUT 6 MILES EAST FROM DENBIGH AND
 TF2034'3 AND 1/2 MILES SOUTHWEST FROM TOWNER.  IT IS 120 FEET SOUTH
 TF2034'OF THE CENTERLINE OF U.S. HIGHWAY 2, 73 FEET SOUTHEAST OF A
 TF2034'TELEPHONE POLE AND 8 FEET SOUTHWEST OF A WHITE WITNESS POST.
 TF2034'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 TF2034'FOURTEEN 1946.
 TF2034'
 TF2034'REFERENCE MARK NO. 1 IS 120.96 FEET EAST OF THE STATION, 120
 TF2034'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2.  THE MARK PROJECTS
 TF2034'ABOUT 1 INCH AND THE DISK IS STAMPED FOURTEEN NO 1 1946.
 TF2034'
 TF2034'REFERENCE MARK NO. 2 IS 101.93 FEET SOUTH OF THE STATION.  THE
 TF2034'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FOURTEEN
 TF2034'NO. 2 1946.
 TF2034'
 TF2034'THE AZIMUTH MARK IS APPROX. 0.6 MILE EAST OF THE STATION,
 TF2034'68 FEET NORTH OF THE APPROX. CENTERLINE OF U.S. HIGHWAY
 TF2034'NO. 2 AND 3 FEET NW OF A WHITE WITNESS POST.  THE MARK IS
 TF2034'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOURTEEN 1946.
 TF2034'
 TF2034'TO REACH THE STATION FROM THE JUNCTION OF U.S. NO. 2 AND
 TF2034'STATE ROUTE NO. 14, AT THE SOUTHWEST CORNER OF TOWNER, GO SOUTH
 TF2034'AND WEST ON U.S. NO. 2 AND STATE ROUTE NO. 14 FOR 3.1 MILE
 TF2034'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.6
 TF2034'MILE TO WHERE STATE ROUTE NO. 14 TURNS SOUTH AND STATION IS IN
 TF2034'THE Y.
 TF2034'
 TF2034'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2034
 TF2034                          STATION RECOVERY (1959)
 TF2034
 TF2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 TF2034'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 TF2034'AND FOUND IN GOOD CONDITION.  R.M. NO. 1 HAD BEEN HIT BY ROAD
 TF2034'MACHINERY AND WAS FOUND TO BE TILTED.  THIS MARK WAS RESET AND
 TF2034'THE DISK WAS RESTAMPED.
 TF2034'
 TF2034'THE STATION MARK IS NEAR THE WEST BASE OF THE GRADE FOR STATE
 TF2034'HIGHWAY 14, ABOUT 120 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 TF2034'2, 58 FEET SOUTHEAST OF THE EAST ONE OF DOUBLE POWER LINE POLES
 TF2034'AND 29 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 14.  THE
 TF2034'MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 TF2034'
 TF2034'R.M. NO. 2 IS SOUTH OF THE STATION, 22 FEET WEST OF THE CENTERLINE
 TF2034'OF STATE HIGHWAY 14 AND ON THE WEST SHOULDER OF THE HIGHWAY GRADE.
 TF2034'THE MARK IS ABOUT 1 FOOT BELOW THE SURFACE OF THE SLOPING GRADE
 TF2034'AND THE DISK IS STAMPED FOURTEEN NO 2 1946.
 TF2034'
 TF2034'R.M. NO. 3 IS WEST-NORTHWEST OF THE STATION, 90 FEET SOUTH
 TF2034'OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 35 FEET WEST OF THE
 TF2034'WEST ONE OF DOUBLE POWER LINE POLES.  THE MARK IS SLIGHTLY
 TF2034'LOWER THAN THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 TF2034'FOURTEEN NO 3 1946.
 TF2034'
 TF2034'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION AND
 TF2034'68 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2.  THE MARK
 TF2034'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOURTEEN 1946.
 TF2034'
 TF2034'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM TOWNER IS
 TF2034'ADEQUATE.
 TF2034
 TF2034                          STATION RECOVERY (1962)
 TF2034
 TF2034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2034'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 TF2034'AS DESCRIBED IN THE RECOVERY NOTE BY F.A.R., 1959.
 TF2034'
 TF2034'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION, 68
 TF2034'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2 AND 10 PACES
 TF2034'WEST OF THE CENTER OF A FIELD DRIVE.
 TF2034'
 TF2034'THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2196 ***********************************************************************
 TF2196  DESIGNATION -  FOX
 TF2196  PID         -  TF2196
 TF2196  STATE/COUNTY-  ND/WARD
 TF2196  USGS QUAD   -  BURLINGTON NW (1979)
 TF2196
 TF2196                         *CURRENT SURVEY CONTROL
 TF2196  ___________________________________________________________________
 TF2196* NAD 83(1996)-  48 26 06.05840(N)    101 29 43.00649(W)     ADJUSTED  
 TF2196* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 TF2196  ___________________________________________________________________
 TF2196  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 TF2196  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 TF2196
 TF2196  HORZ ORDER  -  SECOND
 TF2196
 TF2196.The horizontal coordinates were established by classical geodetic methods
 TF2196.and adjusted by the National Geodetic Survey in January 1998..
 TF2196
 TF2196.The orthometric height was scaled from a topographic map.
 TF2196
 TF2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2196
 TF2196.The geoid height was determined by GEOID03.
 TF2196
 TF2196;                    North         East     Units Scale Factor Converg.
 TF2196;SPC ND N     -   160,025.130   526,358.870   MT  0.99995452   -0 44 26.2
 TF2196;SPC ND N     -   525,016.83  1,726,899.18   iFT  0.99995452   -0 44 26.2
 TF2196;UTM  14      - 5,367,660.134   315,440.513   MT  1.00001852   -1 52 03.0
 TF2196
 TF2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2196!SPC ND N     -   0.99991770  x   0.99995452  =   0.99987222
 TF2196!UTM  14      -   0.99991770  x   1.00001852  =   0.99993622
 TF2196
 TF2196|---------------------------------------------------------------------|
 TF2196| PID    Reference Object                     Distance      Geod. Az  |
 TF2196|                                                           dddmmss.s |
 TF2196| CQ8421 FOX RM 1                             25.303 METERS 08947     |
 TF2196| TF2177 MINOT AFB W WATER TANK              APPROX.11.6 KM 0981016.8 |
 TF2196| TF2180 MINOT AFB E TANK AND BEACON         APPROX.12.8 KM 1003358.1 |
 TF2196| CQ8420 FOX AZ MK                                          1802007.4 |
 TF2196| CQ8422 FOX RM 2                              9.025 METERS 18055     |
 TF2196|---------------------------------------------------------------------|
 TF2196
 TF2196                          SUPERSEDED SURVEY CONTROL
 TF2196
 TF2196  NAD 83(1986)-  48 26 06.05727(N)    101 29 43.00373(W) AD(       ) 2
 TF2196  NAD 27      -  48 26 05.99920(N)    101 29 41.42190(W) AD(       ) 2
 TF2196
 TF2196.Superseded values are not recommended for survey control.
 TF2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2196.See file dsdata.txt to determine how the superseded data were derived.
 TF2196
 TF2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1544167660(NAD 83)
 TF2196_MARKER: DS = TRIANGULATION STATION DISK
 TF2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2196
 TF2196  HISTORY     - Date     Condition        Report By
 TF2196  HISTORY     - 1961     MONUMENTED       CGS
 TF2196  HISTORY     - 1963     GOOD             CGS
 TF2196
 TF2196                          STATION DESCRIPTION
 TF2196
 TF2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2196'THE STATION IS LOCATED ABOUT 6 MILES WEST OF THE MINOT AIR
 TF2196'FORCE BASE, 6 MILES NORTHEAST OF FOXHOLM AND 1.7 MILES SOUTH
 TF2196'OF THE RENVILLE COUNTY LINE.
 TF2196'
 TF2196'TO REACH THE STATION FROM THE NORTH ENTRANCE OF THE MINOT AIR
 TF2196'FORCE BASE, GO NORTH ON U.S. HIGHWAY 83 FOR 2.6 MILES TO THE
 TF2196'WARD COUNTY LINE ROAD, TURN LEFT AND GO WEST ON WARD COUNTY
 TF2196'LINE ROAD FOR 9 MILES, TURN LEFT AND GO SOUTH ON GRAVELED ROAD
 TF2196'FOR 1.7 MILES TO A TELEPHONE POLE ON THE RIGHT, WEST SIDE OF
 TF2196'THE ROAD AND THE STATION LOCATED ON THE WEST RIGHT-OF-WAY.
 TF2196'
 TF2196'TO REACH THE AZIMUTH FROM THE STATION CONTINUE SOUTH ON THE
 TF2196'GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 TF2196'IN THE NORTHEAST CORNER OF A FIELD.
 TF2196'
 TF2196'THE STATION MARK STAMPED, FOX 1961, IS A STANDARD DISK SET IN
 TF2196'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2196'3 INCHES, 41 FEET WEST OF THE CENTER OF THE ROAD, 5 FEET SOUTH
 TF2196'OF THE TELEPHONE POLE, 4 FEET SOUTH OF THE WITNESS POST.
 TF2196'
 TF2196'REFERENCE MARK NO. 1, STAMPED FOX NO 1 1961, IS A STANDARD DISK
 TF2196'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2196'4 INCHES, 42 FEET EAST OF THE CENTER OF THE ROAD.
 TF2196'
 TF2196'REFERENCE MARK NO. 2, STAMPED FOX NO 2 1961, IS A STANDARD
 TF2196'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 TF2196'PROJECTS 3 INCHES, 41 FEET WEST OF THE CENTER OF THE ROAD, 34.5
 TF2196'FEET SOUTH OF THE WITNESS POST.
 TF2196'
 TF2196'AZIMUTH MARK, STAMPED FOX 1961, IS A STANDARD DISK SET IN
 TF2196'THE TOP OF 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2196'3 INCHES, 55 FEET WEST OF A NORTH-SOUTH ROAD, 42 FEET SOUTH
 TF2196'OF THE EAST-WEST ROAD, 4 FEET WEST OF A POWER POLE, 2.5 FEET
 TF2196'WEST OF THE WITNESS POST.
 TF2196'
 TF2196'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 88.0 FEET.
 TF2196
 TF2196                          STATION RECOVERY (1963)
 TF2196
 TF2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2196'THE STATION WAS RECOVERED WITH ALL MARKS UNDISTURBED AND IN
 TF2196'GOOD CONDITION.  DISTANCES AND DIRECTIONS TO MARKS AND CUTS WERE
 TF2196'CHECKED AND THE DIRECTIONS TO REACH THE STATION HAVE NOT CHANGED.
 TF2196'ALTHOUGH REFERENCE MARK NUMBER ONE IS ON ROAD RIGHT-OF-WAY
 TF2196'THE LAND IS BEING FARMED BECAUSE THERE IS NO FENCE AND A DISC
 TF2196'HAS ROLLED OVER THE MARK.  THE PRESENT DESCRIPTION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4429 ***********************************************************************
 DH4429  DESIGNATION -  FPI 1
 DH4429  PID         -  DH4429
 DH4429  STATE/COUNTY-  ND/MORTON
 DH4429  USGS QUAD   -  BISMARCK (1976)
 DH4429
 DH4429                         *CURRENT SURVEY CONTROL
 DH4429  ___________________________________________________________________
 DH4429* NAD 83(1996)-  46 47 18.25378(N)    100 45 34.72153(W)     ADJUSTED  
 DH4429* NAVD 88     -       513.8    (meters)    1686.     (feet)  GPS OBS   
 DH4429  ___________________________________________________________________
 DH4429  X           -    -816,803.275 (meters)                     COMP
 DH4429  Y           -  -4,298,278.235 (meters)                     COMP
 DH4429  Z           -   4,626,049.283 (meters)                     COMP
 DH4429  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DH4429  ELLIP HEIGHT-         492.29  (meters)          (06/27/05) GPS OBS
 DH4429  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 DH4429
 DH4429  HORZ ORDER  -  A
 DH4429  ELLP ORDER  -  FOURTH    CLASS I
 DH4429
 DH4429.The horizontal coordinates were established by GPS observations
 DH4429.and adjusted by the National Geodetic Survey in June 2005..
 DH4429
 DH4429.The orthometric height was determined by GPS observations and a
 DH4429.high-resolution geoid model.
 DH4429
 DH4429.Photographs are available for this station.
 DH4429
 DH4429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4429
 DH4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4429
 DH4429.The ellipsoidal height was determined by GPS observations
 DH4429.and is referenced to NAD 83.
 DH4429
 DH4429.The geoid height was determined by GEOID03.
 DH4429
 DH4429;                    North         East     Units Scale Factor Converg.
 DH4429;SPC ND S     -   124,721.227   580,175.925   MT  0.99993618   -0 11 21.8
 DH4429;SPC ND S     -   409,190.38  1,903,464.32   iFT  0.99993618   -0 11 21.8
 DH4429;UTM  14      - 5,183,153.960   365,696.048   MT  0.99982170   -1 16 57.6
 DH4429
 DH4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4429!SPC ND S     -   0.99992284  x   0.99993618  =   0.99985902
 DH4429!UTM  14      -   0.99992284  x   0.99982170  =   0.99974455
 DH4429
 DH4429                          SUPERSEDED SURVEY CONTROL
 DH4429
 DH4429.No superseded survey control is available for this station.
 DH4429
 DH4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6569683154(NAD 83)
 DH4429_MARKER: Z = SEE DESCRIPTION
 DH4429_SETTING: 0 = UNSPECIFIED SETTING
 DH4429_SP_SET: BUILDING ROOF
 DH4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4429+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4429
 DH4429  HISTORY     - Date     Condition        Report By
 DH4429  HISTORY     - UNK      MONUMENTED
 DH4429  HISTORY     - 20040820 GOOD             NDSPLS
 DH4429
 DH4429                          STATION DESCRIPTION
 DH4429
 DH4429'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4429'THE STATION IS A BASE STATION FOR FRONTIER PRECISION, INC.
 DH4429' 
 DH4429'THE STATION IS LOCATED IN THE SOUTH PART OF BISMARCK, ON THE ROOF OF
 DH4429'THE FRONTIER  PRECSION BUILDING, 2020 FRONTIER DRIVE, BISMARCK ND
 DH4429'58504, PHONE 701-222-2030.
 DH4429' 
 DH4429'TO REACH THE STATION FROM THE INTERSECTION OF EAST BISMARCK EXPRESSWAY
 DH4429'AND AIRPORT ROAD IN THE SOUTH PART OF BISMARCK, GO SOUTH FOR 0.4 MI.
 DH4429'TURN LEFT ON A  FRONTAGE ROAD LEADING SOUTH.  TURN LEFT ON FRONTIER
 DH4429'DRIVE AND GO EAST FOR 0.1 MI TO THE  BUILDING ON THE LEFT.
 DH4429' 
 DH4429'THE STATION IS SET AT THE MIDPOINT OF THE ROOF OF A 70 FT BY 115 FT
 DH4429'METAL BUILDING.  THE  ANTENNA IS APPROXIMATELY 15 FEET ABOVE THE
 DH4429'GROUND AND IS VISIBLE FROM FRONTIER DRIVE.   NOTE--DATUM POINT IS THE
 DH4429'ANTENNA REFERENCE POINT (ARP) OF TRIMBLE ANTENNA P/N 14532-00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2055 ***********************************************************************
 TE2055  DESIGNATION -  FRANK
 TE2055  PID         -  TE2055
 TE2055  STATE/COUNTY-  ND/PIERCE
 TE2055  USGS QUAD   -  RUGBY NE (1971)
 TE2055
 TE2055                         *CURRENT SURVEY CONTROL
 TE2055  ___________________________________________________________________
 TE2055* NAD 83(1996)-  48 23 07.29233(N)    099 45 15.24172(W)     ADJUSTED  
 TE2055* NAVD 88     -       527.1    (meters)    1729.     (feet)  VERTCON   
 TE2055  ___________________________________________________________________
 TE2055  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 TE2055  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 TE2055
 TE2055  HORZ ORDER  -  SECOND
 TE2055
 TE2055.The horizontal coordinates were established by classical geodetic methods
 TE2055.and adjusted by the National Geodetic Survey in January 1998..
 TE2055
 TE2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2055
 TE2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2055
 TE2055.The geoid height was determined by GEOID03.
 TE2055
 TE2055;                    North         East     Units Scale Factor Converg.
 TE2055;SPC ND N     -   154,295.126   655,233.689   MT  0.99994959   +0 33 17.8
 TE2055;SPC ND N     -   506,217.60  2,149,716.83   iFT  0.99994959   +0 33 17.8
 TE2055;UTM  14      - 5,359,407.514   444,158.018   MT  0.99963831   -0 33 50.0
 TE2055
 TE2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2055!SPC ND N     -   0.99992089  x   0.99994959  =   0.99987048
 TE2055!UTM  14      -   0.99992089  x   0.99963831  =   0.99955923
 TE2055
 TE2055|---------------------------------------------------------------------|
 TE2055| PID    Reference Object                     Distance      Geod. Az  |
 TE2055|                                                           dddmmss.s |
 TE2055| CO6854 FRANK RM 1                           18.959 METERS 08831     |
 TE2055| CO6855 FRANK RM 2                           18.980 METERS 17635     |
 TE2055| CO7437 CENTER RADIO TOWER                                 3542107.4 |
 TE2055|---------------------------------------------------------------------|
 TE2055
 TE2055                          SUPERSEDED SURVEY CONTROL
 TE2055
 TE2055  NAD 83(1986)-  48 23 07.29558(N)    099 45 15.23762(W) AD(       ) 2
 TE2055  NAD 27      -  48 23 07.30407(N)    099 45 13.76004(W) AD(       ) 2
 TE2055  NGVD 29 (07/19/86)  526.7    (m)         1728.     (f) VERT ANG       
 TE2055
 TE2055.Superseded values are not recommended for survey control.
 TE2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2055.See file dsdata.txt to determine how the superseded data were derived.
 TE2055
 TE2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4415859408(NAD 83)
 TE2055_MARKER: DD = SURVEY DISK
 TE2055_SETTING: 0 = UNSPECIFIED SETTING
 TE2055
 TE2055  HISTORY     - Date     Condition        Report By
 TE2055  HISTORY     - 1968     MONUMENTED       USGS
 TE2055
 TE2055                          STATION DESCRIPTION
 TE2055
 TE2055'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2055'THE STATION IS ABOUT 3.9 MI NW. OF KNOX, NEAR THE COR. OF SECS. 25,
 TE2055'30, 31 AND 36. T. 157 N., RS. 70 AND 71 W., 73 FT E. OF A COUNTY
 TE2055'RD. ON W. EDGE OF A FARMYARD OWNED BY DEAN ARNOLD, IT IS ON HIGHEST
 TE2055'HILL IN VICINITY.
 TE2055'
 TE2055'TO REACH FROM THE INTERSECTION OF U.S. HWY. 2 AND MAIN STREET OF
 TE2055'KNOX, GO W. ON U.S. HIGHWAY. 2 FOR 2.25 MI. TO A CROSSROADS, TURN
 TE2055'RIGHT AND GO 2.1 MI N. TO A T-RD. S., TURN LEFT AND GO 0.7 MI TO A
 TE2055'CURVE IN RD. TO THE N., FOLLOW CURVE AND GO 1.0 MI N. TO TOP OF
 TE2055'HILL AND FARM OF MR. ARNOLD AND THE STATION ON RIGHT.
 TE2055'
 TE2055'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2055'ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL TO
 TE2055'WITHIN 1 IN. OF CAP, IT IS STAMPED ET FRANK 1968, 83 FT S. AND 73
 TE2055'FT E. OF CENTER OF T-RD. S., 6 FT W. OF NW. COR. OF YARD FENCE,
 TE2055'AND 9.0 FT N. AND 6.0 FT W. OF POWER LINE POLE, IT IS FLUSH WITH
 TE2055'THE GROUND.
 TE2055'
 TE2055'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2055'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE2055'TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO 1 1968, IT IS 3 FT N. OF
 TE2055'YARD FENCE AND IS FLUSH WITH THE GROUND, AND E. OF THE STATION.
 TE2055'
 TE2055'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2055'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE2055'TO WITHIN 1 IN. OF CAP.  STAMPED FRANK NO 2 1968, IT IS 77 FT E.
 TE2055'CENTER OF COUNTY RD., 2 FT W. OF YARD FENCE AND IS S. OF THE
 TE2055'STATION, IT IS FLUSH WITH THE GROUND.
 TE2055'
 TE2055'NO AZIMUTH SET.
 TE2055'
 TE2055'REFERENCE AZIMUTH USED - CENTER OF CENTER RADIO TOWER OF
 TE2055'THREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1673 ***********************************************************************
 SN1673  DESIGNATION -  FRANK
 SN1673  PID         -  SN1673
 SN1673  STATE/COUNTY-  ND/OLIVER
 SN1673  USGS QUAD   -  FORT CLARK (1968)
 SN1673
 SN1673                         *CURRENT SURVEY CONTROL
 SN1673  ___________________________________________________________________
 SN1673* NAD 83(1996)-  47 12 34.26777(N)    101 14 49.12990(W)     ADJUSTED  
 SN1673* NAVD 88     -       618.1    (meters)    2028.     (feet)  VERTCON   
 SN1673  ___________________________________________________________________
 SN1673  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 SN1673  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 SN1673
 SN1673  HORZ ORDER  -  SECOND
 SN1673  VERT ORDER  -  THIRD ? (See Below)
 SN1673
 SN1673.The horizontal coordinates were established by classical geodetic methods
 SN1673.and adjusted by the National Geodetic Survey in January 1998..
 SN1673
 SN1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1673.The vertical order pertains to the NGVD 29 superseded value.
 SN1673
 SN1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1673
 SN1673.The geoid height was determined by GEOID03.
 SN1673
 SN1673;                    North         East     Units Scale Factor Converg.
 SN1673;SPC ND S     -   171,770.506   543,413.395   MT  0.99995724   -0 32 41.4
 SN1673;SPC ND S     -   563,551.53  1,782,852.35   iFT  0.99995724   -0 32 41.4
 SN1673;SPC ND N     -    23,569.220   543,408.095   MT  1.00005150   -0 33 21.1
 SN1673;SPC ND N     -    77,326.84  1,782,834.96   iFT  1.00005150   -0 33 21.1
 SN1673;UTM  14      - 5,230,896.690   329,844.266   MT  0.99995584   -1 38 57.6
 SN1673
 SN1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1673!SPC ND S     -   0.99990631  x   0.99995724  =   0.99986356
 SN1673!SPC ND N     -   0.99990631  x   1.00005150  =   0.99995781
 SN1673!UTM  14      -   0.99990631  x   0.99995584  =   0.99986216
 SN1673
 SN1673|---------------------------------------------------------------------|
 SN1673| PID    Reference Object                     Distance      Geod. Az  |
 SN1673|                                                           dddmmss.s |
 SN1673| CQ7632 FRANK RM 2                           13.926 METERS 17955     |
 SN1673| SN1692 STANTON UNITED POWER W STACK        APPROX.10.7 KM 3225400.7 |
 SN1673| CQ7631 FRANK RM 1                           17.660 METERS 35832     |
 SN1673|---------------------------------------------------------------------|
 SN1673
 SN1673                          SUPERSEDED SURVEY CONTROL
 SN1673
 SN1673  NAD 83(1986)-  47 12 34.26650(N)    101 14 49.11719(W) AD(       ) 2
 SN1673  NAD 27      -  47 12 34.28562(N)    101 14 47.56305(W) AD(       ) 2
 SN1673  NGVD 29 (07/19/86)  617.7    (m)         2027.     (f) LEVELING    3  
 SN1673
 SN1673.Superseded values are not recommended for survey control.
 SN1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1673.See file dsdata.txt to determine how the superseded data were derived.
 SN1673
 SN1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT2984430897(NAD 83)
 SN1673_MARKER: DD = SURVEY DISK
 SN1673_SETTING: 0 = UNSPECIFIED SETTING
 SN1673
 SN1673  HISTORY     - Date     Condition        Report By
 SN1673  HISTORY     - 1967     MONUMENTED       USGS
 SN1673
 SN1673                          STATION DESCRIPTION
 SN1673
 SN1673'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN1673'THE STATION IS LOCATED ABOUT 7.0 MI N. AND 2.5 MI E. OF CENTER, T.
 SN1673'143 N., R. 83 W., NEAR THE NE. COR. OF SW 1/4 OF SEC. 14.
 SN1673'
 SN1673'TO REACH THE STATION FROM THE POST OFFICE IN THE TOWN OF CENTER, GO
 SN1673'N. ALONG GRAVEL RD. FOR 5.9 MI TO A T-RD. E., TURN RIGHT (E.) AND GO
 SN1673'2.5 MI TO A T-RD. N., TURN LEFT (N.) AND GO 0.8 MI TO STATION ON
 SN1673'LEFT (W.).
 SN1673'
 SN1673'STATION MARK IS 443 FT N. AND 42 FT W. OF CENTER OF T-RD. W., 2 FT
 SN1673'E. OF FENCE, 2 FT E. OF USGS WITNESS POST.  STAMPED ET FRANK 1967.
 SN1673'
 SN1673'REFERENCE MARK NO. 1 IS N. OF STATION, 2 FT E. OF FENCE, 501 FT N.
 SN1673'AND 42 FT W. OF CENTER OF T-RD. W..  STAMPED FRANK NO 1 1967.
 SN1673'
 SN1673'REFERENCE MARK NO. 2 IS S. OF STATION, 2 FT E. OF FENCE, 397 FT N.
 SN1673'AND 42 FT W. OF CENTER OF T-RD. W..  STAMPED FRANK NO 2 1967.
 SN1673'
 SN1673'AZIMUTH MARK - NONE SET.
 SN1673'
 SN1673'REFERENCE AZIMUTH TO CENTER UNITED POWER ASSOC. STACK, S. OF
 SN1673'STATION.  ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED
 SN1673'ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 SN1673'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2227 ***********************************************************************
 TF2227  DESIGNATION -  FRANK
 TF2227  PID         -  TF2227
 TF2227  STATE/COUNTY-  ND/WARD
 TF2227  USGS QUAD   -  TAGUS SE (1980)
 TF2227
 TF2227                         *CURRENT SURVEY CONTROL
 TF2227  ___________________________________________________________________
 TF2227* NAD 83(1996)-  48 15 42.53265(N)    101 47 33.02790(W)     ADJUSTED  
 TF2227* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 TF2227  ___________________________________________________________________
 TF2227  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 TF2227  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TF2227
 TF2227  HORZ ORDER  -  FIRST
 TF2227
 TF2227.The horizontal coordinates were established by classical geodetic methods
 TF2227.and adjusted by the National Geodetic Survey in January 1998..
 TF2227
 TF2227.The orthometric height was scaled from a topographic map.
 TF2227
 TF2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2227
 TF2227.The geoid height was determined by GEOID03.
 TF2227
 TF2227;                    North         East     Units Scale Factor Converg.
 TF2227;SPC ND N     -   141,096.073   504,045.400   MT  0.99994061   -0 57 42.5
 TF2227;SPC ND N     -   462,913.63  1,653,692.26   iFT  0.99994061   -0 57 42.5
 TF2227;UTM  14      - 5,349,170.461   292,756.892   MT  1.00012775   -2 05 04.2
 TF2227
 TF2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2227!SPC ND N     -   0.99989668  x   0.99994061  =   0.99983730
 TF2227!UTM  14      -   0.99989668  x   1.00012775  =   1.00002442
 TF2227
 TF2227:                Primary Azimuth Mark                     Grid Az
 TF2227:SPC ND N     -  BERTHOLD PUBLIC SCHOOL BELFRY            034 34 23.1
 TF2227:UTM  14      -  BERTHOLD PUBLIC SCHOOL BELFRY            035 41 44.8
 TF2227
 TF2227|---------------------------------------------------------------------|
 TF2227| PID    Reference Object                     Distance      Geod. Az  |
 TF2227|                                                           dddmmss.s |
 TF2227| TF2203 BERTHOLD PUBLIC SCHOOL BELFRY       APPROX. 7.2 KM 0333640.6 |
 TF2227| TF2204 BERTHOLD MUNICIPAL TANK             APPROX. 7.1 KM 0344504.2 |
 TF2227| CQ7629 FRANK RM 1                           32.273 METERS 05943     |
 TF2227| TF2226 MEYER MICROWAVE S OF BERTHOLD        81.639 METERS 28949     |
 TF2227| CQ7630 FRANK RM 2                           45.085 METERS 35246     |
 TF2227| CQ7628 FRANK AZ MK                                        3593453.9 |
 TF2227|---------------------------------------------------------------------|
 TF2227
 TF2227                          SUPERSEDED SURVEY CONTROL
 TF2227
 TF2227  NAD 83(1986)-  48 15 42.53215(N)    101 47 33.02436(W) AD(       ) 1
 TF2227  NAD 27      -  48 15 42.48950(N)    101 47 31.43520(W) AD(       ) 1
 TF2227
 TF2227.Superseded values are not recommended for survey control.
 TF2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2227.See file dsdata.txt to determine how the superseded data were derived.
 TF2227
 TF2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9275749170(NAD 83)
 TF2227_MARKER: DS = TRIANGULATION STATION DISK
 TF2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2227
 TF2227  HISTORY     - Date     Condition        Report By
 TF2227  HISTORY     - 1946     MONUMENTED       CGS
 TF2227  HISTORY     - 1963     GOOD             CGS
 TF2227
 TF2227                          STATION DESCRIPTION
 TF2227
 TF2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2227'THE STATION IS LOCATED 4.5 MILES SOUTHWEST OF THE VILLAGE
 TF2227'OF BERTHOLD AND ON LAND OWNED BY FRANK LYNATER.  IT IS 108
 TF2227'FEET WEST OF THE WEST SIDE OF THE LYNATER FARM HOUSE, 63 FEET
 TF2227'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND
 TF2227'9 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 1 INCH
 TF2227'AND THE DISK IS STAMPED FRANK 1946.
 TF2227'
 TF2227'REFERENCE MARK NO. 1 IS 105.88 FEET NORTHEAST OF THE STATION
 TF2227'AND 52 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 TF2227'LYNATER FARM HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND
 TF2227'THE DISK IS STAMPED FRANK NO 1 1946.
 TF2227'
 TF2227'REFERENCE MARK NO. 2 IS 147.85 FEET NORTH-NORTHWEST OF THE
 TF2227'STATION, 42 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 TF2227'GRAVELED ROAD, 2 FEET WEST OF THE NORTH-SOUTH TELEPHONE LINE
 TF2227'AND ON THE WESTERN EDGE OF A CULTIVATED FIELD.  THE MARK
 TF2227'PROJECTS 2 INCHES AND THE DISK IS STAMPED FRANK NO 2 1946.
 TF2227'
 TF2227'THE AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 0.1 MILE
 TF2227'NORTH OF A GRADED DIRT CROSSROAD, 51 FEET EAST OF THE APPROXIMATE
 TF2227'CENTERLINE OF A GRAVELED ROAD, 7 FEET SOUTH OF A WITNESS POST
 TF2227'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 TF2227'2 INCHES AND THE DISK IS STAMPED FRANK 1946.
 TF2227'
 TF2227'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TF2227'AND THE MAIN STREET OF BERTHOLD, GO WEST ON U.S. HIGHWAY 2
 TF2227'FOR 2.6 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO 2.9
 TF2227'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 TF2227'ON SOUTH FOR 0.6 MILE TO THE FRANK LYNATER FARM HOUSE ON
 TF2227'THE LEFT AND THE STATION AS DESCRIBED.
 TF2227'
 TF2227'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2227
 TF2227                          STATION RECOVERY (1963)
 TF2227
 TF2227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2227'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TF2227'CONDITION.  DUE TO NEW ROADS A NEW DESCRIPTION FOLLOWS.
 TF2227'
 TF2227'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF BERTHOLD
 TF2227'AND ON LAND OWNED BY MR. CLEMENS FUNKS.  IT IS 64 FEET EAST
 TF2227'OF THE CENTER OF STATE ROUTE 5.
 TF2227'
 TF2227'TO REACH THE STATION FROM THE POST OFFICE IN BERTHOLD, GO
 TF2227'SOUTH ON MAIN GRAVELED ROAD FOR 0.15 MILE TO A T-INTERSECTION
 TF2227'OF STATE ROUTE 10.  TURN RIGHT, WEST ON STATE ROUTE 10 FOR
 TF2227'2.6 MILES TO A SIDE ROAD LEFT AND STATE ROUTE 5.  TURN LEFT,
 TF2227'SOUTH ON STATE ROUTE 5 FOR 2.9 MILES TO THE AZIMUTH MARK
 TF2227'ON THE LEFT, EAST SIDE OF THE ROAD.  CONTINUE SOUTH ON STATE
 TF2227'ROUTE 5 FOR 0.6 MILE TO THE STATION ON THE LEFT, EAST SIDE
 TF2227'OF THE ROAD AS DESCRIBED.
 TF2227'
 TF2227'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 TF2227'SQUARE CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND
 TF2227'AND IS STAMPED FRANK 1946.  IT IS 107 FEET WEST OF THE NORTHWEST
 TF2227'CORNER OF AN ABANDONED FARM HOUSE, 64 FEET EAST OF THE CENTER
 TF2227'OF STATE ROUTE 5 AND 9.3 FEET EAST OF A METAL WITNESS POST.
 TF2227'
 TF2227'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 TF2227'12-INCH SQUARE CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 TF2227'GROUND AND IS STAMPED FRANK NO 1 1946.  IT IS 51.2 FEET
 TF2227'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN ABANDONED
 TF2227'FARM HOME.
 TF2227'
 TF2227'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 TF2227'12-INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND IS
 TF2227'STAMPED FRANK NO 2 1946.  IT IS 46 FEET EAST OF THE CENTER
 TF2227'OF STATE ROUTE 5 AND 17 FEET SOUTH OF THE CENTER OF AN APPROACH
 TF2227'TO AN ABANDONED FARM HOUSE.
 TF2227'
 TF2227'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 TF2227'12-INCH SQUARE CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE
 TF2227'GROUND AND IS STAMPED FRANK 1946.  IT IS 48 FEET EAST OF
 TF2227'THE CENTER OF STATE ROUTE 5 AND 1.3 FEET SOUTH OF A METAL
 TF2227'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1354 ***********************************************************************
 SL1354  DESIGNATION -  FRANKLIN
 SL1354  PID         -  SL1354
 SL1354  STATE/COUNTY-  ND/STEELE
 SL1354  USGS QUAD   -  SHARON (1967)
 SL1354
 SL1354                         *CURRENT SURVEY CONTROL
 SL1354  ___________________________________________________________________
 SL1354* NAD 83(1996)-  47 33 38.29318(N)    097 52 51.31581(W)     ADJUSTED  
 SL1354* NAVD 88     -       480.     (meters)    1575.     (feet)  VERTCON   
 SL1354  ___________________________________________________________________
 SL1354  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 SL1354  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL1354
 SL1354  HORZ ORDER  -  FIRST
 SL1354
 SL1354.The horizontal coordinates were established by classical geodetic methods
 SL1354.and adjusted by the National Geodetic Survey in January 1998..
 SL1354
 SL1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1354
 SL1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1354
 SL1354.The geoid height was determined by GEOID03.
 SL1354
 SL1354;                    North         East     Units Scale Factor Converg.
 SL1354;SPC ND N     -    65,683.774   797,060.971   MT  0.99997741   +1 56 56.2
 SL1354;SPC ND N     -   215,497.95  2,615,029.43   iFT  0.99997741   +1 56 56.2
 SL1354;UTM  14      - 5,268,075.488   584,184.113   MT  0.99968709   +0 49 33.3
 SL1354
 SL1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1354!SPC ND N     -   0.99992869  x   0.99997741  =   0.99990610
 SL1354!UTM  14      -   0.99992869  x   0.99968709  =   0.99961580
 SL1354
 SL1354:                Primary Azimuth Mark                     Grid Az
 SL1354:SPC ND N     -  FRANKLIN AZ MK                           108 29 57.8
 SL1354:UTM  14      -  FRANKLIN AZ MK                           109 37 20.7
 SL1354
 SL1354|---------------------------------------------------------------------|
 SL1354| PID    Reference Object                     Distance      Geod. Az  |
 SL1354|                                                           dddmmss.s |
 SL1354| CO4994 FRANKLIN AZ MK                                     1102654.0 |
 SL1354| SL1348 FINLEY MUNICIPAL TANK               APPROX. 6.2 KM 1485851.2 |
 SL1354| SL1352 FINLEY AERO COMMUNICATIONS MST      APPROX. 6.8 KM 1490156.7 |
 SL1354| SL1346 FINLEY FARMERS GRAIN CO ELEV        APPROX. 6.5 KM 1500413.4 |
 SL1354| SL1351 FINLEY USAF ANFPS 90 E RADAR        APPROX. 5.0 KM 1691847.5 |
 SL1354| SL1349 FINLEY AF FPS 35 RADAR SCREEN       APPROX. 5.0 KM 1692607.1 |
 SL1354| CO4998 FRANKLIN RM 3                        70.921 METERS 17019     |
 SL1354| SL1347 FINLEY USAF ANFPS 6 W RADAR         APPROX. 5.0 KM 1702809.6 |
 SL1354| SL1355 SHARON SHD RAD STA KAM 203            9.000 METERS 18011     |
 SL1354| CO4996 FRANKLIN RM 1                        31.468 METERS 21754     |
 SL1354| CO4995 FRANKLIN AZ MK 2                                   2324443.6 |
 SL1354| CO4997 FRANKLIN RM 2                        24.599 METERS 31519     |
 SL1354| SL1356 SHARON MUNICIPAL TANK               APPROX. 4.4 KM 3451611.4 |
 SL1354|---------------------------------------------------------------------|
 SL1354
 SL1354                          SUPERSEDED SURVEY CONTROL
 SL1354
 SL1354  NAD 83(1986)-  47 33 38.29118(N)    097 52 51.31082(W) AD(       ) 1
 SL1354  NAD 27      -  47 33 38.32800(N)    097 52 49.98000(W) AD(       ) 1
 SL1354  NGVD 29 (07/19/86)  480.     (m)         1575.     (f) VERT ANG       
 SL1354
 SL1354.Superseded values are not recommended for survey control.
 SL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1354.See file dsdata.txt to determine how the superseded data were derived.
 SL1354
 SL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8418468075(NAD 83)
 SL1354_MARKER: DS = TRIANGULATION STATION DISK
 SL1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1354
 SL1354  HISTORY     - Date     Condition        Report By
 SL1354  HISTORY     - 1941     MONUMENTED       CGS
 SL1354  HISTORY     - 1967     GOOD             CGS
 SL1354  HISTORY     - 1980     GOOD             NGS
 SL1354
 SL1354                          STATION DESCRIPTION
 SL1354
 SL1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1354'STATION IS LOCATED ABOUT 5 MILES NW OF THE TOWN OF FINLEY, 0.1
 SL1354'MILE W AND 0.2 MILE N OF THE SE CORNER OF SEC. 11, T. 147 N, R.
 SL1354'57 W, AND ABOUT 0.2 MILE N OF THE FRANKLIN TOWNSHIP SCHOOL, 60
 SL1354'FEET E OF A N-S FENCE LINE AND 3 FEET NW OF A WHITE REFERENCE
 SL1354'POST.  IT IS STAMPED FRANKLIN 1941 AND PROJECTS ABOUT 8 INCHES.
 SL1354'
 SL1354'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1354'BRONZE DISKS SET IN CONCRETE.
 SL1354'
 SL1354'REFERENCE MARK NO. 1 IS 1 FOOT E OF A N-S FENCE LINE.  IT IS
 SL1354'STAMPED FRANKLIN NO. 1 1941 AND PROJECTS ABOUT 8 INCHES.
 SL1354'
 SL1354'REFERENCE MARK NO. 2 IS 1 FOOT E OF A N-S FENCE LINE.  IT IS
 SL1354'STAMPED FRANKLIN NO. 2 1941 AND PROJECTS ABOUT 8 INCHES.
 SL1354'
 SL1354'THE AZIMUTH MARK IS ABOUT 100 YARDS N OF A WHITE HOUSE, 29 FEET
 SL1354'S OF THE CENTER LINE OF AN E-W DIRT ROAD, 100 FEET W OF A FARM
 SL1354'LANE, 1 FOOT N OF A FENCE AND 2.6 FEET W OF A WHITE REFERENCE
 SL1354'POST.  IT IS STAMPED FRANKLIN 1941 AND PROJECTS ABOUT 6 INCHES.
 SL1354'
 SL1354'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 SL1354'AND 32, IN THE NE PART OF THE TOWN OF FINLEY, GO N ON STATE
 SL1354'HIGHWAY 32 FOR 3 MILES TO A CROSS ROAD NEAR A SIGN OSTERVOLD
 SL1354'LUTHERAN CHURCH 1 MILE, TURN LEFT AND FOLLOW DIRT ROAD 1.6 MILES
 SL1354'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON DIRT ROAD FOR 0.6
 SL1354'MILE TO THE FRANKLIN TOWNSHIP SCHOOL ON THE RIGHT, TURN RIGHT
 SL1354'ALONG W SIDE OF THE SCHOOL AND FOLLOW ALONG THE E SIDE OF A
 SL1354'N-S FENCE LINE FOR 0.2 MILE TO THE HIGHEST POINT OF A HILL AND
 SL1354'STATION.
 SL1354'
 SL1354'A 4-FOOT STAND AT STATION GOLDEN LAKE IS VISIBLE FROM GROUND.
 SL1354'
 SL1354'A 64-FOOT SIGNAL AT FINLEY MAGNETIC STATION IS VISIBLE AT THE
 SL1354'GROUND.
 SL1354'
 SL1354'A 77-FOOT SIGNAL AT HUGO IS VISIBLE AT 20 FEET.
 SL1354'
 SL1354'A 100-FOOT SIGNAL AT WENDLICK IS VISIBLE AT THE GROUND.
 SL1354'
 SL1354'A 37-FOOT SIGNAL AT COOPERSTOWN IS VISIBLE AT 20 FEET.
 SL1354'
 SL1354'A 20-FOOT SIGNAL AT MICHAUD IS VISIBLE FROM GROUND.
 SL1354'
 SL1354'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SL1354
 SL1354                          STATION RECOVERY (1967)
 SL1354
 SL1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1354'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE 1941
 SL1354'AZIMUTH MARK WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS
 SL1354'ESTABLISHED.  DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION
 SL1354'FOLLOWS.
 SL1354'
 SL1354'THE STATION IS ABOUT 5 MILES NORTHWEST OF FINLEY, 3 MILES SOUTH
 SL1354'OF SHARON AND ON PROPERTY OWNED BY THE STATE.
 SL1354'
 SL1354'TO REACH THE STATION FROM THE POST OFFICE IN SHARON, GO WEST
 SL1354'ON THE MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN
 SL1354'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 2.85 MILES TO A SIDE
 SL1354'ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 SL1354'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 SL1354'FOR 0.25 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 SL1354'NORTH ON THE TRACK ROAD FOR 0.25 MILE TO THE RADIO MAST AND
 SL1354'THE STATION.
 SL1354'
 SL1354'THE STATION MARK IS A STANDARD DISK, STAMPED FRANKLIN 1941, SET
 SL1354'IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE, THAT
 SL1354'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 233.1 FEET
 SL1354'NORTH OF AN EAST-WEST FENCE, 200.0 FEET EAST OF A NORTH-SOUTH
 SL1354'FENCE, 169.0 FEET SOUTH OF AN EAST-WEST FENCE AND 34.5 FEET
 SL1354'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A SMALL BUILDING.
 SL1354'
 SL1354'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRANKLIN NO 1 1941,
 SL1354'SET IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 SL1354'IS FLUSH WITH THE GROUND SURFACE.  IT IS 136.3 FEET EAST OF
 SL1354'THE NORTH-SOUTH FENCE, 82.6 FEET NORTHWEST OF A POWERLINE POLE
 SL1354'WITH A TRANSFORMER, 56.7 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 SL1354'CORNER OF THE BUILDING AND 4 FEET LOWER IN ELEVATION THAN THE
 SL1354'STATION MARK.
 SL1354'
 SL1354'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRANKLIN NO 2 1941,
 SL1354'SET IN THE TOP OF A CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 SL1354'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 143.4 FEET
 SL1354'EAST OF THE NORTH-SOUTH FENCE, 111.4 FEET SOUTH OF THE EAST-WEST
 SL1354'FENCE AND 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 SL1354'
 SL1354'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FRANKLIN NO 3
 SL1354'1941 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 SL1354'IN DIAMETER, THAT PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.
 SL1354'IT IS 103.6 FEET SOUTHEAST OF THE POLE, 3.8 FEET WEST OF A
 SL1354'WITNESS POST, 1.5 FEET NORTH OF THE EAST-WEST FENCE AND IS 3
 SL1354'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 SL1354'
 SL1354'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FRANKLIN AZI 2 1941
 SL1354'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 SL1354'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.
 SL1354'IT IS 50.0 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 SL1354'2.1 FEET WEST OF A WITNESS POST AND 1.8 FEET EAST OF A POWERLINE
 SL1354'POLE.
 SL1354'
 SL1354'HEIGHT OF LIGHT ABOVE STATION MARK 71.8 FEET.
 SL1354'
 SL1354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH
 SL1354'OF SHARON
 SL1354
 SL1354                          STATION RECOVERY (1980)
 SL1354
 SL1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 SL1354'RECOVERED AS DESCRIBED.
 SL1354'
 SL1354'THE AZIMUTH MARK AND REFERENCE MARKS WERE NOT SEARCHED FOR.
 SL1354'
 SL1354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. S OF SHARON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0865 ***********************************************************************
 TG0865  DESIGNATION -  FRANSON
 TG0865  PID         -  TG0865
 TG0865  STATE/COUNTY-  ND/MOUNTRAIL
 TG0865  USGS QUAD   -  TIOGA SE (1979)
 TG0865
 TG0865                         *CURRENT SURVEY CONTROL
 TG0865  ___________________________________________________________________
 TG0865* NAD 83(1996)-  48 15 22.44198(N)    102 49 21.58700(W)     ADJUSTED  
 TG0865* NAVD 88     -       736.496  (meters)    2416.32   (feet)  ADJUSTED  
 TG0865  ___________________________________________________________________
 TG0865  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 TG0865  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0865  DYNAMIC HT  -         736.608 (meters)    2416.69  (feet)  COMP
 TG0865  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TG0865
 TG0865  HORZ ORDER  -  FIRST
 TG0865  VERT ORDER  -  SECOND    CLASS 0
 TG0865
 TG0865.The horizontal coordinates were established by classical geodetic methods
 TG0865.and adjusted by the National Geodetic Survey in January 1998..
 TG0865
 TG0865.The orthometric height was determined by differential leveling
 TG0865.and adjusted by the National Geodetic Survey in June 1991..
 TG0865
 TG0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0865
 TG0865.The geoid height was determined by GEOID03.
 TG0865
 TG0865.The dynamic height is computed by dividing the NAVD 88
 TG0865.geopotential number by the normal gravity value computed on the
 TG0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0865.degrees latitude (g = 980.6199 gals.).
 TG0865
 TG0865.The modeled gravity was interpolated from observed gravity values.
 TG0865
 TG0865;                    North         East     Units Scale Factor Converg.
 TG0865;SPC ND N     -   142,271.150   427,566.944   MT  0.99994031   -1 43 42.1
 TG0865;SPC ND N     -   466,768.86  1,402,778.69   iFT  0.99994031   -1 43 42.1
 TG0865;UTM  13      - 5,347,071.868   661,609.263   MT  0.99992091   +1 37 29.7
 TG0865
 TG0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0865!SPC ND N     -   0.99988742  x   0.99994031  =   0.99982774
 TG0865!UTM  13      -   0.99988742  x   0.99992091  =   0.99980834
 TG0865
 TG0865|---------------------------------------------------------------------|
 TG0865| PID    Reference Object                     Distance      Geod. Az  |
 TG0865|                                                           dddmmss.s |
 TG0865| TG0866 FRANSON RM 1                          5.655 METERS 00222     |
 TG0865| TG0867 FRANSON RM 2                          7.148 METERS 10251     |
 TG0865| CQ7633 FRANSON AZ MK                                      3324747.1 |
 TG0865|---------------------------------------------------------------------|
 TG0865
 TG0865                          SUPERSEDED SURVEY CONTROL
 TG0865
 TG0865  NAD 83(1986)-  48 15 22.44268(N)    102 49 21.58531(W) AD(       ) 1
 TG0865  NAD 27      -  48 15 22.38180(N)    102 49 19.93090(W) AD(       ) 1
 TG0865  NGVD 29 (??/??/92)  736.023  (m)         2414.77   (f) ADJ UNCH    2 0
 TG0865
 TG0865.Superseded values are not recommended for survey control.
 TG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0865.See file dsdata.txt to determine how the superseded data were derived.
 TG0865
 TG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP6160947072(NAD 83)
 TG0865_MARKER: DS = TRIANGULATION STATION DISK
 TG0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0865_STAMPING: FRANSON 1945
 TG0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0865+STABILITY: SURFACE MOTION
 TG0865
 TG0865  HISTORY     - Date     Condition        Report By
 TG0865  HISTORY     - 1945     MONUMENTED       CGS
 TG0865  HISTORY     - 1946     GOOD             CGS
 TG0865  HISTORY     - 1946     GOOD             NGS
 TG0865  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0865
 TG0865                          STATION DESCRIPTION
 TG0865
 TG0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG0865'THE STATION IS LOCATED 17 MILES SE OF RAY, 9 MILES SW OF THE
 TG0865'SMALL VILLAGE OF WHITE EARTH, AND 4 MILES W OF THE WHITE EARTH
 TG0865'RIVER.  IT IS ON THE SUMMIT OF A PROMINENT KNOLL, ABOUT 0.25
 TG0865'MILE S OF FRED FRANSONS FARMHOUSE, AND 7 FEET SW OF A STANDARD
 TG0865'WITNESS POST.  THE DISK IS STAMPED FRANSON 1945 AND THE MARK
 TG0865'PROJECTS 3 INCHES.
 TG0865'
 TG0865'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG0865'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG0865'CONCRETE.
 TG0865'
 TG0865'REFERENCE MARK 1 IS 18.56 FEET N OF THE STATION AND 14 FEET
 TG0865'NNW OF A STANDARD WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 TG0865'THE DISK IS STAMPED FRANSON NO 1 1945.  IT IS A BRONZE REFERENCE
 TG0865'DISK SET IN TOP OF A CONCRETE POST.
 TG0865'
 TG0865'REFERENCE MARK 2 IS 23.45 FEET E OF THE STATION.  THE MARK
 TG0865'PROJECTS 6 INCHES AND THE DISK IS STAMPED FRANSON NO 2 1945.
 TG0865'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG0865'
 TG0865'THE AZIMUTH MARK IS 0.4 MILE NW OF THE STATION, 40 FEET W OF
 TG0865'THE SW CORNER OF FRED FRANSONS FARM BARN, 2 FEET S OF A STANDARD
 TG0865'WITNESS POST, AND 1-1/2 FEET E OF A N-S FENCE LINE.  THE MARK IS
 TG0865'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FRANSON 1945.  IT
 TG0865'IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 TG0865'
 TG0865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG0865'THE MAIN STREET OF RAY, GO E ON U.S. HIGHWAY 2 FOR 16.5 MILES TO
 TG0865'A GRAVELED CROSSROAD AND A SCHOOLHOUSE ON THE LEFT.  TURN RIGHT
 TG0865'AND GO S FOR 5.0 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO 1.0
 TG0865'MILE TO A T-ROAD INTERSECTION, THENCE LEFT FOR 0.6 MILE TO THE
 TG0865'FRANSON FARM DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.1 MILE TO
 TG0865'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM THE FRANSON
 TG0865'FARMHOUSE, GO SE FOR 0.4 MILE TO THE SUMMIT OF THE PROMINENT
 TG0865'KNOLL AND THE STATION AS DESCRIBED.
 TG0865'
 TG0865'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 TG0865
 TG0865                          STATION RECOVERY (1946)
 TG0865
 TG0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0865'THE STATION WAS FOUND AS DESCRIBED BY J.C.P. IN 1945 WITH THE
 TG0865'EXCEPTION THAT THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 TG0865'TO BE 18.23 FEET (5.555 METERS) INSTEAD OF 18.56 FEET (5.655
 TG0865'METERS) AND THE DIRECTIONS TO THE MARKS WERE FOUND AS LISTED
 TG0865'BELOW.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TG0865'
 TG0865'THE STATION IS LOCATED ABOUT 20 MILES WEST OF STANLEY, 17 MILES
 TG0865'SOUTHEAST OF RAY, 9 MILES SOUTHWEST OF WHITE EARTH AND ABOUT
 TG0865'4 MILES WEST OF THE WHITE EARTH RIVER.  IT IS ON THE HIGHEST POINT
 TG0865'OF A PROMINENT HILL HAVING SLOPES TO THE SOUTH BUT VERY STEEP,
 TG0865'NEARLY BLUFFS, TO THE NORTH, IN THE PASTURE OF AND ABOUT 0.4
 TG0865'MILES SOUTH OF THE FARM HOUSE OF FRED FRANSON AND ABOUT 300 FEET
 TG0865'NORTH OF THE SECTION LINE.
 TG0865'
 TG0865'REFERENCE MARK NO. 1 IS 18.23 FEET NORTH OF THE STATION.  THE
 TG0865'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FRANSON
 TG0865'NO 1 1945.
 TG0865'
 TG0865'REFERENCE MARK NO. 2 IS 23.45 FEET EAST OF THE STATION.  THE
 TG0865'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FRANSON
 TG0865'NO 2 1945.
 TG0865'
 TG0865'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTHEAST OF THE
 TG0865'STATION, 75 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF THE
 TG0865'FARM ROAD TO THE FRANSON FARM HOUSE, 40 FEET WEST OF THE SOUTHWEST
 TG0865'CORNER OF A RED BARN, 2.3 FEET SOUTH OF A WITNESS POST AND 1.8
 TG0865'FEET EAST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES
 TG0865'AND THE DISK IS STAMPED FRANSON 1945.
 TG0865'
 TG0865'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 TG0865'NO. 8 AND U.S. HIGHWAY NO. 2 ON THE SOUTHWEST SIDE OF THE
 TG0865'TOWN OF STANLEY, GO WEST ON U.S. HIGHWAY NO. 2 FOR 19 MILES
 TG0865'TO A CROSS ROADS AND A SCHOOL HOUSE IN THE NORTHWEST CORNER OF
 TG0865'THE INTERSECTION.  HERE TURN LEFT, SOUTH, ON A GRADED GRAVEL
 TG0865'ROAD AND GO 5 MILES TO A CROSS ROAD.  HERE TURN RIGHT, WEST,
 TG0865'AND GO ON THE TRACK ROAD 1 MILE.  HERE TURN LEFT AND GO ABOUT
 TG0865'0.1 MILE TO THE FRED FRANSON FARM YARD, A SET OF SHACKS, AND
 TG0865'THE AZIMUTH MARK ON THE WEST SIDE OF THE RED BARN AS DESCRIBED.
 TG0865'FROM THE AZIMUTH GO SOUTHEAST ACROSS THE PASTURE PASSING
 TG0865'AROUND A SMALL LAKE AND UP THE SLOPE ABOUT 0.5 MILE TO THE TOP
 TG0865'OF THE HILL AND THE STATION AS DESCRIBED.
 TG0865'
 TG0865'NOTE--STATION, UNDERGROUND, AZIMUTH MARK AND REFERENCE MARKS
 TG0865'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 TG0865'
 TG0865'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TG0865
 TG0865                          STATION RECOVERY (1946)
 TG0865
 TG0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG0865'10.1 MI SW FROM WHITE EARTH.
 TG0865'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0865'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 6.1 MILES ALONG A GRADED
 TG0865'DIRT ROAD, THENCE WEST 0.5 MILE ALONG A DIRT ROAD TO SITE OF MARK,
 TG0865'BENCH MARK IS ON TOP OF A PROMINENT KNOLL ABOUT 101 YARDS NORTH OF THE
 TG0865'ROAD, ABOUT 59 YARDS WEST OF A NORTH-SOUTH FENCE LINE AND 7.0 FEET
 TG0865'SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED FRANSON
 TG0865'1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES
 TG0865'ABOVE GROUND.
 TG0865
 TG0865                          STATION RECOVERY (1981)
 TG0865
 TG0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0866 ***********************************************************************
 TG0866  DESIGNATION -  FRANSON RM 1
 TG0866  PID         -  TG0866
 TG0866  STATE/COUNTY-  ND/MOUNTRAIL
 TG0866  USGS QUAD   -  TIOGA SE (1979)
 TG0866
 TG0866                         *CURRENT SURVEY CONTROL
 TG0866  ___________________________________________________________________
 TG0866* NAD 83(1986)-  48 15 22.     (N)    102 49 21.     (W)     SCALED    
 TG0866* NAVD 88     -       736.367  (meters)    2415.90   (feet)  ADJUSTED  
 TG0866  ___________________________________________________________________
 TG0866  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0866  DYNAMIC HT  -         736.479 (meters)    2416.26  (feet)  COMP
 TG0866  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TG0866
 TG0866  VERT ORDER  -  SECOND    CLASS 0
 TG0866
 TG0866.The horizontal coordinates were scaled from a topographic map and have
 TG0866.an estimated accuracy of +/- 6 seconds.
 TG0866
 TG0866.The orthometric height was determined by differential leveling
 TG0866.and adjusted by the National Geodetic Survey in June 1991..
 TG0866
 TG0866.The geoid height was determined by GEOID03.
 TG0866
 TG0866.The dynamic height is computed by dividing the NAVD 88
 TG0866.geopotential number by the normal gravity value computed on the
 TG0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0866.degrees latitude (g = 980.6199 gals.).
 TG0866
 TG0866.The modeled gravity was interpolated from observed gravity values.
 TG0866
 TG0866;                    North         East    Units  Estimated Accuracy
 TG0866;SPC ND N     -   142,260.      427,580.      MT  (+/- 180 meters Scaled)
 TG0866
 TG0866                          SUPERSEDED SURVEY CONTROL
 TG0866
 TG0866  NGVD 29 (??/??/92)  735.895  (m)         2414.35   (f) ADJ UNCH    2 0
 TG0866
 TG0866.Superseded values are not recommended for survey control.
 TG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0866.See file dsdata.txt to determine how the superseded data were derived.
 TG0866
 TG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP616470(NAD 83)
 TG0866_MARKER: DR = REFERENCE MARK DISK
 TG0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0866_STAMPING: FRANSON NO 1 1945
 TG0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0866+STABILITY: SURFACE MOTION
 TG0866
 TG0866  HISTORY     - Date     Condition        Report By
 TG0866  HISTORY     - 1945     MONUMENTED       CGS
 TG0866  HISTORY     - 1946     GOOD             NGS
 TG0866  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0866
 TG0866                          STATION DESCRIPTION
 TG0866
 TG0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0866'10.1 MI SW FROM WHITE EARTH.
 TG0866'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0866'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 6.1 MILES ALONG A GRADED
 TG0866'DIRT ROAD, THENCE WEST 0.5 MILE ALONG A DIRT ROAD TO SITE OF MARK,
 TG0866'BENCH MARK IS ON TOP OF A PROMINENT KNOLL ABOUT 101 YARDS NORTH OF THE
 TG0866'ROAD, ABOUT 59 YARDS WEST OF A NORTH-SOUTH FENCE LINE, 18.5 FEET NORTH
 TG0866'OF TRIANGULATION STATION FRANSON AND 14.6 FEET NORTHWEST OF A 4 X 4
 TG0866'IN. MARKER POST.  A BRONZE DISK STAMPED FRANSON NO 1 1945 SET IN THE
 TG0866'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG0866
 TG0866                          STATION RECOVERY (1981)
 TG0866
 TG0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0867 ***********************************************************************
 TG0867  DESIGNATION -  FRANSON RM 2
 TG0867  PID         -  TG0867
 TG0867  STATE/COUNTY-  ND/MOUNTRAIL
 TG0867  USGS QUAD   -  TIOGA SE (1979)
 TG0867
 TG0867                         *CURRENT SURVEY CONTROL
 TG0867  ___________________________________________________________________
 TG0867* NAD 83(1986)-  48 15 22.     (N)    102 49 21.     (W)     SCALED    
 TG0867* NAVD 88     -       736.347  (meters)    2415.83   (feet)  ADJUSTED  
 TG0867  ___________________________________________________________________
 TG0867  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0867  DYNAMIC HT  -         736.459 (meters)    2416.20  (feet)  COMP
 TG0867  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TG0867
 TG0867  VERT ORDER  -  SECOND    CLASS 0
 TG0867
 TG0867.The horizontal coordinates were scaled from a topographic map and have
 TG0867.an estimated accuracy of +/- 6 seconds.
 TG0867
 TG0867.The orthometric height was determined by differential leveling
 TG0867.and adjusted by the National Geodetic Survey in June 1991..
 TG0867
 TG0867.The geoid height was determined by GEOID03.
 TG0867
 TG0867.The dynamic height is computed by dividing the NAVD 88
 TG0867.geopotential number by the normal gravity value computed on the
 TG0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0867.degrees latitude (g = 980.6199 gals.).
 TG0867
 TG0867.The modeled gravity was interpolated from observed gravity values.
 TG0867
 TG0867;                    North         East    Units  Estimated Accuracy
 TG0867;SPC ND N     -   142,260.      427,580.      MT  (+/- 180 meters Scaled)
 TG0867
 TG0867                          SUPERSEDED SURVEY CONTROL
 TG0867
 TG0867  NGVD 29 (??/??/92)  735.874  (m)         2414.28   (f) ADJ UNCH    2 0
 TG0867
 TG0867.Superseded values are not recommended for survey control.
 TG0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0867.See file dsdata.txt to determine how the superseded data were derived.
 TG0867
 TG0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP616470(NAD 83)
 TG0867_MARKER: DR = REFERENCE MARK DISK
 TG0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0867_STAMPING: FRANSON NO 2 1945
 TG0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0867+STABILITY: SURFACE MOTION
 TG0867
 TG0867  HISTORY     - Date     Condition        Report By
 TG0867  HISTORY     - 1945     MONUMENTED       CGS
 TG0867  HISTORY     - 1946     GOOD             NGS
 TG0867  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0867
 TG0867                          STATION DESCRIPTION
 TG0867
 TG0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG0867'10.1 MI SW FROM WHITE EARTH.
 TG0867'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0867'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 6.1 MILES ALONG A GRADED
 TG0867'DIRT ROAD, THENCE WEST 0.5 MILE ALONG A DIRT ROAD TO SITE OF MARK,
 TG0867'BENCH MARK IS ON TOP OF A PROMINENT KNOLL ABOUT 100 YARDS NORTH OF THE
 TG0867'ROAD, ABOUT 51 YARDS WEST OF A NORTH-SOUTH FENCE LINE, 23.4 FEET EAST
 TG0867'OF TRIANGULATION STATION FRANSON AND 20.0 FEET EAST-SOUTHEAST OF A 4 X
 TG0867'4 IN. MARKER POST.  A BRONZE DISK STAMPED FRANSON NO 2 1945 SET IN THE
 TG0867'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES ABOVE GROUND.
 TG0867
 TG0867                          STATION RECOVERY (1981)
 TG0867
 TG0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1907 ***********************************************************************
 TE1907  DESIGNATION -  FRED
 TE1907  PID         -  TE1907
 TE1907  STATE/COUNTY-  ND/TOWNER
 TE1907  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1907
 TE1907                         *CURRENT SURVEY CONTROL
 TE1907  ___________________________________________________________________
 TE1907* NAD 83(1996)-  48 56 23.07235(N)    099 14 33.30931(W)     ADJUSTED  
 TE1907* NAVD 88     -       469.8    (meters)    1541.     (feet)  VERTCON   
 TE1907  ___________________________________________________________________
 TE1907  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 TE1907  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 TE1907
 TE1907  HORZ ORDER  -  SECOND
 TE1907
 TE1907.The horizontal coordinates were established by classical geodetic methods
 TE1907.and adjusted by the National Geodetic Survey in January 1998..
 TE1907
 TE1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1907
 TE1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1907
 TE1907.The geoid height was determined by GEOID03.
 TE1907
 TE1907;                    North         East     Units Scale Factor Converg.
 TE1907;SPC ND N     -   216,428.457   692,118.464   MT  1.00004749   +0 56 08.5
 TE1907;SPC ND N     -   710,067.12  2,270,729.87   iFT  1.00004749   +0 56 08.5
 TE1907;UTM  14      - 5,420,785.613   482,235.266   MT  0.99960388   -0 10 58.5
 TE1907
 TE1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1907!SPC ND N     -   0.99992997  x   1.00004749  =   0.99997746
 TE1907!UTM  14      -   0.99992997  x   0.99960388  =   0.99953388
 TE1907
 TE1907|---------------------------------------------------------------------|
 TE1907| PID    Reference Object                     Distance      Geod. Az  |
 TE1907|                                                           dddmmss.s |
 TE1907| CO6857 FRED RM 2                            28.688 METERS 23645     |
 TE1907| TE1961 HANSBORO S ELEVATOR VENT            APPROX. 9.8 KM 2774615.0 |
 TE1907| CO6856 FRED RM 1                            30.202 METERS 30835     |
 TE1907|---------------------------------------------------------------------|
 TE1907
 TE1907                          SUPERSEDED SURVEY CONTROL
 TE1907
 TE1907  NAD 83(1986)-  48 56 23.07139(N)    099 14 33.28359(W) AD(       ) 2
 TE1907  NAD 27      -  48 56 23.04090(N)    099 14 31.78755(W) AD(       ) 2
 TE1907  NGVD 29 (07/19/86)  469.4    (m)         1540.     (f) VERT ANG       
 TE1907
 TE1907.Superseded values are not recommended for survey control.
 TE1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1907.See file dsdata.txt to determine how the superseded data were derived.
 TE1907
 TE1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8223520786(NAD 83)
 TE1907_MARKER: DD = SURVEY DISK
 TE1907_SETTING: 0 = UNSPECIFIED SETTING
 TE1907
 TE1907  HISTORY     - Date     Condition        Report By
 TE1907  HISTORY     - 1968     MONUMENTED       USGS
 TE1907
 TE1907                          STATION DESCRIPTION
 TE1907
 TE1907'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1907'THE STATION IS ABOUT 10 MI N. OF ROCK LAKE, N. DAK., NEAR THE S.
 TE1907'SIXTEENTH COR. BETWEEN SECS. 17 AND 18, T. 163 N., R. 66 W., 100 FT
 TE1907'E. OF CENTER OF N.-S. SEC. LINE RD.
 TE1907'
 TE1907'TO REACH THE STATION FROM THE CENTER OF ROCK LAKE, N. DAK., GO N.
 TE1907'ON N.-S. SECTION LINE RD. 10.25 MI TO RIDGE ON RIGHT AND STATION
 TE1907'ON RIGHT (E.).
 TE1907'
 TE1907'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1907'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1907'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET FRED 1968, STATION IS
 TE1907'FLUSH WITH THE GROUND, 100 FT E. OF CENTER OF N.-S. SEC. LINE RD.,
 TE1907'1 FT S. AND 2 FT W. OF HIGH LINE POLE, 2 FT W. OF USGS WITNESS
 TE1907'POST.
 TE1907'
 TE1907'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1907'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1907'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED FRED NO 1 1968, MARK IS
 TE1907'FLUSH WITH THE GROUND, 23 FT E. OF CENTER OF N.-S. SEC. LINE RD.
 TE1907'
 TE1907'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1907'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE1907'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED FRED NO 2 1968, MARK
 TE1907'IS FLUSH WITH THE GROUND, 21 FT E. OF CENTER OF N.-S. SEC. LINE
 TE1907'RD.
 TE1907'
 TE1907'AZIMUTH MARK, VENT ON TOP OF S. ELEVATOR IN HANSBORO, NEAR THE
 TE1907'CENTER OF THE SE. QUARTER OF SEC. 7, T. 163 N., R. 67 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1705 ***********************************************************************
 SN1705  DESIGNATION -  FRED
 SN1705  PID         -  SN1705
 SN1705  STATE/COUNTY-  ND/MERCER
 SN1705  USGS QUAD   -  HAZEN NE (1969)
 SN1705
 SN1705                         *CURRENT SURVEY CONTROL
 SN1705  ___________________________________________________________________
 SN1705* NAD 83(1996)-  47 24 00.94288(N)    101 32 11.49999(W)     ADJUSTED  
 SN1705* NAVD 88     -       609.1    (meters)    1998.     (feet)  VERTCON   
 SN1705  ___________________________________________________________________
 SN1705  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 SN1705  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 SN1705
 SN1705  HORZ ORDER  -  SECOND
 SN1705
 SN1705.The horizontal coordinates were established by classical geodetic methods
 SN1705.and adjusted by the National Geodetic Survey in January 1998..
 SN1705
 SN1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1705
 SN1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1705
 SN1705.The geoid height was determined by GEOID03.
 SN1705
 SN1705;                    North         East     Units Scale Factor Converg.
 SN1705;SPC ND S     -   193,223.227   521,759.991   MT  0.99998460   -0 45 21.7
 SN1705;SPC ND S     -   633,934.47  1,711,810.99   iFT  0.99998460   -0 45 21.7
 SN1705;UTM  14      - 5,252,764.804   308,609.052   MT  1.00005018   -1 52 03.7
 SN1705
 SN1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1705!SPC ND S     -   0.99990763  x   0.99998460  =   0.99989223
 SN1705!UTM  14      -   0.99990763  x   1.00005018  =   0.99995781
 SN1705
 SN1705:                Primary Azimuth Mark                     Grid Az
 SN1705:SPC ND S     -  STANTON UNITED POWER W STACK             130 04 57.6
 SN1705:UTM  14      -  STANTON UNITED POWER W STACK             131 11 39.6
 SN1705
 SN1705|---------------------------------------------------------------------|
 SN1705| PID    Reference Object                     Distance      Geod. Az  |
 SN1705|                                                           dddmmss.s |
 SN1705| SN1692 STANTON UNITED POWER W STACK        APPROX.20.0 KM 1291935.9 |
 SN1705| CQ7634 FRED RM 1                             9.485 METERS 14714     |
 SN1705| CQ7635 FRED RM 2                            23.788 METERS 26954     |
 SN1705|---------------------------------------------------------------------|
 SN1705
 SN1705                          SUPERSEDED SURVEY CONTROL
 SN1705
 SN1705  NAD 83(1986)-  47 24 00.94111(N)    101 32 11.49101(W) AD(       ) 2
 SN1705  NAD 27      -  47 24 00.93896(N)    101 32 09.89814(W) AD(       ) 2
 SN1705  NGVD 29 (07/19/86)  608.7    (m)         1997.     (f) VERT ANG       
 SN1705
 SN1705.Superseded values are not recommended for survey control.
 SN1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1705.See file dsdata.txt to determine how the superseded data were derived.
 SN1705
 SN1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0860952765(NAD 83)
 SN1705_MARKER: DD = SURVEY DISK
 SN1705_SETTING: 0 = UNSPECIFIED SETTING
 SN1705
 SN1705  HISTORY     - Date     Condition        Report By
 SN1705  HISTORY     - 1967     MONUMENTED       USGS
 SN1705
 SN1705                          STATION DESCRIPTION
 SN1705
 SN1705'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 SN1705'THE STATION IS LOCATED ABOUT 7.0 MI N. AND 4.5 MI E. OF THE TOWN OF
 SN1705'HAZEN, NEAR THE SW. COR. OF THE SE 1/4 OF SEC. 5, T. 145 N., R. 86
 SN1705'W.
 SN1705'
 SN1705'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 7 AND COUNTY
 SN1705'RD. 8, IN THE W. SIDE OF THE TOWN OF HAZEN, GO N. ALONG COUNTY RD. 8
 SN1705'FOR 7.6 MI TO INTERSECTION OF COUNTY RD. 3, TURN RIGHT (E.) AND GO
 SN1705'4.6 MI TO STATION ON THE RIGHT (S.) SIDE OF RD.
 SN1705'
 SN1705'STATION MARK IS 49 FT S. AND 12 FT W. OF CENTER OF RD. AT A FIELD
 SN1705'DRIVE S., 3 FT N. AND 15 FT W. FROM COR. OF FENCE POST, 3 FT N. OF
 SN1705'FENCE, 3 FT N. OF USGS WITNESS POST.  STAMPED ET FRED 1967.
 SN1705'
 SN1705'REFERENCE MARK NO. 1 IS S. OF THE STATION, 74 FT S. AND 5 FT W. OF
 SN1705'CENTER OF RD. AT A FIELD DRIVE S., 24 FT S. AND 1 FT E. FROM COR.
 SN1705'FENCE POST, 1 FT E. OF FENCE.  STAMPED FRED NO 1.
 SN1705'
 SN1705'REFERENCE MARK NO. 2 IS W. OF THE STATION, 49 FT S. AND 68 FT W. OF
 SN1705'CENTER OF RD. AT A FIELD DRIVE S., 2 FT N. AND 72 FT W. OF FENCE
 SN1705'COR. POST, 2 FT N. OF FENCE.  STAMPED FRED NO 2.
 SN1705'
 SN1705'AZIMUTH MARK - NONE SET.
 SN1705'
 SN1705'REFERENCE AZIMUTH TO CENTER OF W. SMOKESTACK.
 SN1705'
 SN1705'ALL MARKS FLUSH WITH GROUND, STANDARD TABLETS CRIMPED ON ONE-HALF
 SN1705'IN. COPPER COATED STEEL RODS CENTERED IN 6 IN. DIAMETER TILES,
 SN1705'12 IN. LONG FILLED WITH GRAVEL TO WITHIN ONE IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1150 ***********************************************************************
 SM1150  DESIGNATION -  FREEBORN
 SM1150  PID         -  SM1150
 SM1150  STATE/COUNTY-  ND/EDDY
 SM1150  USGS QUAD   -  WARWICK (1962)
 SM1150
 SM1150                         *CURRENT SURVEY CONTROL
 SM1150  ___________________________________________________________________
 SM1150* NAD 83(1996)-  47 46 25.22094(N)    098 38 54.34360(W)     ADJUSTED  
 SM1150* NAVD 88     -       474.77   (+/-2cm)    1557.6    (feet)  VERTCON   
 SM1150  ___________________________________________________________________
 SM1150  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 SM1150  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SM1150
 SM1150  HORZ ORDER  -  FIRST
 SM1150  VERT ORDER  -  THIRD ? (See Below)
 SM1150
 SM1150.The horizontal coordinates were established by classical geodetic methods
 SM1150.and adjusted by the National Geodetic Survey in January 1998..
 SM1150
 SM1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1150.The vertical order pertains to the NGVD 29 superseded value.
 SM1150
 SM1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1150
 SM1150.The geoid height was determined by GEOID03.
 SM1150
 SM1150;                    North         East     Units Scale Factor Converg.
 SM1150;SPC ND N     -    87,685.569   738,757.185   MT  0.99995050   +1 22 40.1
 SM1150;SPC ND N     -   287,682.31  2,423,744.05   iFT  0.99995050   +1 22 40.1
 SM1150;UTM  14      - 5,291,205.201   526,340.118   MT  0.99960853   +0 15 37.2
 SM1150
 SM1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1150!SPC ND N     -   0.99992935  x   0.99995050  =   0.99987985
 SM1150!UTM  14      -   0.99992935  x   0.99960853  =   0.99953791
 SM1150
 SM1150|---------------------------------------------------------------------|
 SM1150| PID    Reference Object                     Distance      Geod. Az  |
 SM1150|                                                           dddmmss.s |
 SM1150| CO5005 FREEBORN RM 1                        49.817 METERS 08925     |
 SM1150| CO5004 FREEBORN AZ MK                                     0895933.5 |
 SM1150| CO5006 FREEBORN RM 2                        68.184 METERS 28429     |
 SM1150|---------------------------------------------------------------------|
 SM1150
 SM1150                          SUPERSEDED SURVEY CONTROL
 SM1150
 SM1150  NAD 83(1986)-  47 46 25.22194(N)    098 38 54.34198(W) AD(       ) 1
 SM1150  NAD 27      -  47 46 25.23000(N)    098 38 52.98000(W) AD(       ) 1
 SM1150  NGVD 29 (07/19/86)  474.41   (m)         1556.5    (f) LEVELING    3  
 SM1150
 SM1150.Superseded values are not recommended for survey control.
 SM1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1150.See file dsdata.txt to determine how the superseded data were derived.
 SM1150
 SM1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2634091205(NAD 83)
 SM1150_MARKER: DS = TRIANGULATION STATION DISK
 SM1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1150
 SM1150  HISTORY     - Date     Condition        Report By
 SM1150  HISTORY     - 1934     MONUMENTED       CGS
 SM1150  HISTORY     - 1960     MARK NOT FOUND   USGS
 SM1150  HISTORY     - 1961     MARK NOT FOUND   CGS
 SM1150
 SM1150                          STATION DESCRIPTION
 SM1150
 SM1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1150'STATION IS LOCATED ON FREEBORN TOWNSHIP, 6.5 MILES SSE OF WARWICK,
 SM1150'6.0 MILES SSW OF HAMAR, ON A LINE BETWEEN SECS. 30 AND 31, 0.25
 SM1150'MILE W OF NW CORNER OF SEC. 31, T 150 N, R 62 W.  STATION IS ON
 SM1150'TOP OF A PROMINENT RIDGE AT N END OF SCRUB OAK THICKET.  IT IS
 SM1150'2.5 FEET S OF AN E-W FENCE, 32.0 FEET S OF CENTER LINE OF E-W
 SM1150'SECTION LINE DIRT ROAD.
 SM1150'
 SM1150'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1150'BRONZE DISKS SET IN CONCRETE.
 SM1150'
 SM1150'REFERENCE MARK NO. 1 IS E OF STATION ON E SLOPE OF RIDGE, 26.0
 SM1150'FEET S OF CENTER LINE OF E-W SECTION LINE DIRT ROAD, 2.0 FEET
 SM1150'N OF FENCE LINE.
 SM1150'
 SM1150'REFERENCE MARK NO. 2 IS WNW OF STATION, ON W SLOPE OF RIDGE,
 SM1150'24.0 FEET N OF CENTER LINE OF E-W SECTION LINE DIRT ROAD, 1.3
 SM1150'FEET N OF FENCE LINE.
 SM1150'
 SM1150'AZIMUTH MARK IS E OF STATION, 35.0 FEET S OF CENTER LINE OF
 SM1150'E-W SECTION LINE DIRT ROAD.  TO REACH FROM STATION GO E ON DIRT
 SM1150'ROAD 1.0 MILE TO MARK ON S SIDE.
 SM1150'
 SM1150'TO REACH STATION FROM WARWICK POST OFFICE, GO S ON GRAVEL
 SM1150'STREET AND DIRT ROAD 0.45 MILE TO T JUNCTION, THENCE RIGHT (W)
 SM1150'0.35 MILE TO STATE HIGHWAY 20, THENCE LEFT (S) ON STATE HIGHWAY
 SM1150'20, 1.0 MILE, THENCE LEFT (E) ON STATE HIGHWAY 20 FOR 6.0
 SM1150'MILES, THENCE RIGHT (S) ON STATE HIGHWAY 20 FOR 2.0 MILES
 SM1150'TO JUNCTION WITH STATE HIGHWAY 15.  CONTINUE S ON STATE HIGHWAYS
 SM1150'15 AND 20 FOR 2.0 MILES, THENCE RIGHT (W) ON DIRT ROAD 2.7
 SM1150'MILES TO TOP OF HILL AND STATION.
 SM1150'
 SM1150'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 SM1150
 SM1150                          STATION RECOVERY (1960)
 SM1150
 SM1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SM1150'STATION WAS NOT FOUND.  THE ROAD HAS BEEN WIDENED AND BUILT
 SM1150'UP.  THE AREA WAS SEARCHED -- NONE OF THE MARKS WERE FOUND.
 SM1150
 SM1150                          STATION RECOVERY (1961)
 SM1150
 SM1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 SM1150'NO MARKS WERE RECOVERED AT THIS STATION AND THEY WERE PRESUMED
 SM1150'TO HAVE BEEN DESTROYED.  THE DESCRIBED LOCATION OF THE STATION
 SM1150'IS IN THE PRESENT GRADER DITCH SO THE STATION WAS PROBABLY
 SM1150'DESTROYED WHEN THE ROAD WAS IMPROVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0793 ***********************************************************************
 RP0793  DESIGNATION -  FREEMAN
 RP0793  PID         -  RP0793
 RP0793  STATE/COUNTY-  ND/RICHLAND
 RP0793  USGS QUAD   -  WYNDMERE NW (1960)
 RP0793
 RP0793                         *CURRENT SURVEY CONTROL
 RP0793  ___________________________________________________________________
 RP0793* NAD 83(1996)-  46 23 56.02193(N)    097 11 20.30793(W)     ADJUSTED  
 RP0793* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 RP0793  ___________________________________________________________________
 RP0793  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 RP0793  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 RP0793
 RP0793  HORZ ORDER  -  SECOND
 RP0793
 RP0793.The horizontal coordinates were established by classical geodetic methods
 RP0793.and adjusted by the National Geodetic Survey in January 1998..
 RP0793
 RP0793.The orthometric height was scaled from a topographic map.
 RP0793
 RP0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0793
 RP0793.The geoid height was determined by GEOID03.
 RP0793
 RP0793;                    North         East     Units Scale Factor Converg.
 RP0793;SPC ND S     -    86,757.232   854,549.225   MT  0.99996460   +2 24 54.0
 RP0793;SPC ND S     -   284,636.59  2,803,639.19   iFT  0.99996460   +2 24 54.0
 RP0793;UTM  14      - 5,139,962.605   639,219.676   MT  0.99983825   +1 18 42.0
 RP0793
 RP0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0793!SPC ND S     -   0.99995265  x   0.99996460  =   0.99991725
 RP0793!UTM  14      -   0.99995265  x   0.99983825  =   0.99979091
 RP0793
 RP0793:                Primary Azimuth Mark                     Grid Az
 RP0793:SPC ND S     -  FREEMAN AZ MK                            092 28 38.0
 RP0793:UTM  14      -  FREEMAN AZ MK                            093 34 50.0
 RP0793
 RP0793|---------------------------------------------------------------------|
 RP0793| PID    Reference Object                     Distance      Geod. Az  |
 RP0793|                                                           dddmmss.s |
 RP0793| CO5007 FREEMAN AZ MK                                      0945332.0 |
 RP0793| RP0791 WYNDMERE MUNICIPAL TANK             APPROX.15.5 KM 1630221.9 |
 RP0793| CO5008 FREEMAN RM 1                         34.150 METERS 21907     |
 RP0793| CO5009 FREEMAN RM 2                         44.714 METERS 32117     |
 RP0793|---------------------------------------------------------------------|
 RP0793
 RP0793                          SUPERSEDED SURVEY CONTROL
 RP0793
 RP0793  NAD 83(1986)-  46 23 56.02172(N)    097 11 20.29953(W) AD(       ) 2
 RP0793  NAD 27      -  46 23 56.15800(N)    097 11 18.98300(W) AD(       ) 2
 RP0793
 RP0793.Superseded values are not recommended for survey control.
 RP0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0793.See file dsdata.txt to determine how the superseded data were derived.
 RP0793
 RP0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3922039963(NAD 83)
 RP0793_MARKER: DS = TRIANGULATION STATION DISK
 RP0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0793
 RP0793  HISTORY     - Date     Condition        Report By
 RP0793  HISTORY     - 1954     MONUMENTED       CGS
 RP0793  HISTORY     - 1958     GOOD             USGS
 RP0793
 RP0793                          STATION DESCRIPTION
 RP0793
 RP0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0793'THE STATION IS IN THE SOUTHEAST 1/4 OF SEC. 22, T. 134 N.
 RP0793'R. 52 W. ON THE SOUTHWEST EDGE OF THE SUMMIT OF A LOW RIDGE,
 RP0793'ON LAND OWNED BY MR. ED O. JORDHEIM.  IT IS 16 MILES SOUTH
 RP0793'AND 3-1/2 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 46
 RP0793'AND 18, AND 4-1/2 MILES EAST OF MC LEOD.
 RP0793'
 RP0793'TO REACH FROM THE MC LEOD POST OFFICE, GO NORTHEAST AND EAST
 RP0793'ON THE MAIN GRAVEL ROAD FOR 5.45 MILES TO A PRIVATE DRIVEWAY
 RP0793'ON THE RIGHT LEADING TO THE JORDHEIM HOME.  CONTINUE STRAIGHT
 RP0793'AHEAD 0.1 MILE TO A FIELD ROAD LEFT.
 RP0793'
 RP0793'THE STATION MARK, 187 FEET NORTH OF THE CENTER OF THE GRAVEL
 RP0793'ROAD, 27 FEET WEST OF THE CENTER OF THE FIELD ROAD AND 5
 RP0793'FEET NORTHWEST OF A WITNESS POST, PROJECTS 6 INCHES.  THE
 RP0793'DISK IS STAMPED FREEMAN 1954.
 RP0793'
 RP0793'REFERENCE MARK NO. 1, SOUTHWEST OF AND 5 FEET LOWER THAN THE
 RP0793'STATION, IS 103 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 RP0793'80.3 FEET NORTHEAST OF A POWER POLE AND PROJECTS 3 INCHES.
 RP0793'THE DISK IS STAMPED FREEMAN NO 1 1954.
 RP0793'
 RP0793'REFERENCE MARK NO. 2, NORTHWEST OF AND 8 FEET LOWER THAN THE
 RP0793'STATION, IS 145 FEET WEST OF THE CENTER OF THE FIELD ROAD,
 RP0793'1 FOOT EAST OF A FENCE AND PROJECTS 4 INCHES.  THE DISK IS
 RP0793'STAMPED FREEMAN NO 2 1954.
 RP0793'
 RP0793'THE AZIMUTH MARK, 0.25 MILE EAST OF THE STATION, IS 51 FEET
 RP0793'NORTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A
 RP0793'POWER POLE, 2 FEET WEST-NORTHWEST OF A WITNESS POST AND
 RP0793'PROJECTS 4 INCHES.  THE DISK IS STAMPED FREEMAN 1954.
 RP0793'
 RP0793'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 RP0793'GRAVEL ROAD FOR 0.15 MILE TO THE NORTHWEST CORNER OF A GOVERNMENT
 RP0793'SHELTER BELT.  CONTINUE EAST FOR 0.1 MILE TO THE MARK ON
 RP0793'THE LEFT.
 RP0793'
 RP0793'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RP0793
 RP0793                          STATION RECOVERY (1958)
 RP0793
 RP0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RP0793'THE STATION IS IN THE SW 1/4 OF SECTION 23, T 134 N, R 52 W,
 RP0793'ON THE SW EDGE OF THE SUMMIT OF A LOW RIDGE, ON LAND OWNED
 RP0793'BY MR. ED. O. JORDHEIM.  IT IS 16 MILES S AND 2.75 MILES
 RP0793'W OF THE JUNCTION OF STATE HIGHWAYS 46 AND 18 AND 5-1/4 MILES
 RP0793'E OF MC LEOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1590 ***********************************************************************
 SN1590  DESIGNATION -  FRIED
 SN1590  PID         -  SN1590
 SN1590  STATE/COUNTY-  ND/MCLEAN
 SN1590  USGS QUAD   -  TURTLE CREEK SW (1961)
 SN1590
 SN1590                         *CURRENT SURVEY CONTROL
 SN1590  ___________________________________________________________________
 SN1590* NAD 83(1996)-  47 18 59.21067(N)    100 59 17.21821(W)     ADJUSTED  
 SN1590* NAVD 88     -       608.4    (meters)    1996.     (feet)  VERTCON   
 SN1590  ___________________________________________________________________
 SN1590  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 SN1590  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SN1590
 SN1590  HORZ ORDER  -  FIRST
 SN1590
 SN1590.The horizontal coordinates were established by classical geodetic methods
 SN1590.and adjusted by the National Geodetic Survey in January 1998..
 SN1590
 SN1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1590
 SN1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1590
 SN1590.The geoid height was determined by GEOID03.
 SN1590
 SN1590;                    North         East     Units Scale Factor Converg.
 SN1590;SPC ND N     -    35,300.026   563,094.920   MT  1.00002503   -0 21 47.6
 SN1590;SPC ND N     -   115,813.73  1,847,424.28   iFT  1.00002503   -0 21 47.6
 SN1590;SPC ND S     -   183,503.573   563,096.897   MT  0.99997120   -0 21 21.7
 SN1590;SPC ND S     -   602,045.84  1,847,430.76   iFT  0.99997120   -0 21 21.7
 SN1590;UTM  14      - 5,242,247.381   349,749.452   MT  0.99987744   -1 27 42.3
 SN1590
 SN1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1590!SPC ND N     -   0.99990790  x   1.00002503  =   0.99993293
 SN1590!SPC ND S     -   0.99990790  x   0.99997120  =   0.99987911
 SN1590!UTM  14      -   0.99990790  x   0.99987744  =   0.99978535
 SN1590
 SN1590:                Primary Azimuth Mark                     Grid Az
 SN1590:SPC ND N     -  WILTON MUNICIPAL TANK                    139 17 55.3
 SN1590:SPC ND S     -  WILTON MUNICIPAL TANK                    139 17 29.4
 SN1590:UTM  14      -  WILTON MUNICIPAL TANK                    140 23 50.0
 SN1590
 SN1590|---------------------------------------------------------------------|
 SN1590| PID    Reference Object                     Distance      Geod. Az  |
 SN1590|                                                           dddmmss.s |
 SN1590| SN1583 WILTON MUNICIPAL TANK               APPROX.23.0 KM 1385607.7 |
 SN1590| SN1654 WASHBURN MC LEAN CO CTHSE CUP       APPROX. 4.1 KM 2252602.6 |
 SN1590| SN1653 WASHBURN HIGH SCHOOL STACK          APPROX. 4.0 KM 2273507.6 |
 SN1590| SN1655 WASHBURN MUNICIPAL TANK             APPROX. 4.1 KM 2285222.0 |
 SN1590| CO5012 FRIED RM 2                           20.550 METERS 26511     |
 SN1590| CO5010 FRIED AZ MK                                        2693124.5 |
 SN1590| CO5011 FRIED RM 1                           15.648 METERS 35804     |
 SN1590|---------------------------------------------------------------------|
 SN1590
 SN1590                          SUPERSEDED SURVEY CONTROL
 SN1590
 SN1590  NAD 83(1986)-  47 18 59.21137(N)    100 59 17.20489(W) AD(       ) 1
 SN1590  NAD 27      -  47 18 59.23300(N)    100 59 15.68300(W) AD(       ) 1
 SN1590  NGVD 29 (07/19/86)  608.0    (m)         1995.     (f) VERT ANG       
 SN1590
 SN1590.Superseded values are not recommended for survey control.
 SN1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1590.See file dsdata.txt to determine how the superseded data were derived.
 SN1590
 SN1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4974942247(NAD 83)
 SN1590_MARKER: DS = TRIANGULATION STATION DISK
 SN1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1590
 SN1590  HISTORY     - Date     Condition        Report By
 SN1590  HISTORY     - 1934     MONUMENTED       CGS
 SN1590  HISTORY     - 1945     GOOD             CGS
 SN1590  HISTORY     - 1957     GOOD             CGS
 SN1590  HISTORY     - 1969     GOOD             CGS
 SN1590
 SN1590                          STATION DESCRIPTION
 SN1590
 SN1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1590'STATION IS 2-1/2 MILES (AIR LINE), NE OF WASHBURN AND 1/3 MILE
 SN1590'W OF THE FARM BUILDINGS OF ALBERT FRIED.  IT IS LOCATED ON A
 SN1590'HIGH RIDGE BETWEEN WHEAT FIELDS, WHICH IS THE HIGHEST RIDGE
 SN1590'FOR SEVERAL MILES, WITH THE POSSIBLE EXCEPTION OF A CORN FIELD
 SN1590'1/2 MILE E OF THE STATION.  THERE IS A WHITE SCHOOLHOUSE AND
 SN1590'A RED SHED 3/4 MILE SSE OF THE STATION.  THE STATION MARK IS
 SN1590'6 FEET N OF AN EW FENCE LINE AND 15 FEET S OF A DIM ROAD.
 SN1590'
 SN1590'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1590'BRONZE DISKS SET IN CONCRETE.
 SN1590'
 SN1590'REFERENCE MARK NO. 1 IS NNW OF THE STATION.  REFERENCE MARK
 SN1590'NO. 2 IS W OF THE STATION.
 SN1590'
 SN1590'THE AZIMUTH MARK IS W OF THE STATION AND IS LOCATED IN A FENCE
 SN1590'CORNER.  IT IS 2 FEET N OF AN EW FENCE AND 9 FEET E OF A NS FENCE.
 SN1590'IT IS ALSO 42 FEET E OF A NS SECTION-LINE ROAD AND ABOUT 12
 SN1590'PACES S OF A DIM EW ROAD.
 SN1590'
 SN1590'THE STAION MAY BE REACHED FROM WASHBURN, BY DRIVING N ON U.S.
 SN1590'HIGHWAY 83, 3 MILES.  HERE U.S. HIGHWAY 83 TURNS W FOR A 1/2
 SN1590'MILE JOG.  TURN E AND DRIVE 1 MILE DUE E ON GRADED ROAD.  TURN
 SN1590'S ON PLAIN ROAD AND GO 0.6 MILE.  TURN LEFT THROUGH WIRE GATE
 SN1590'AND DRIVE ON DIM ROAD ALONG N SIDE OF FENCE 0.6 MILE TO THE
 SN1590'TOP OF HILL IN WHEAT FIELD AND STATION.
 SN1590'
 SN1590'A 10-FOOT STAND WILL CLEAR ALL LINES.
 SN1590
 SN1590                          STATION RECOVERY (1945)
 SN1590
 SN1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SN1590'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND
 SN1590'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 SN1590'FOLLOWS.
 SN1590'
 SN1590'STATION IS LOCATED 2.5 MILES NE OF THE VILLAGE OF WASHBURN,
 SN1590'0.25 MILE W OF THE FARMHOUSE OF ALBERT FRIED, 15 FEET S OF A
 SN1590'TRACK ROAD, AND 6 FEET N OF AN E-W FENCE LINE.  THE MARK PROJECTS
 SN1590'4 INCHES AND THE DISK IS STAMPED FRIED 1934.
 SN1590'
 SN1590'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 SN1590'DISKS SET IN CONCRETE.  AZIMUTH MARK IS A BRONZE REFERENCE DISK.
 SN1590'
 SN1590'AZIMUTH MARK IS 0.6 MILE W OF THE STATION, 42 FEET E OF THE
 SN1590'APPROXIMATE CENTER LINE OF A GRADED GRAVEL ROAD, 22 FEET S OF A
 SN1590'TRACK ROAD, AND 9 FEET W OF A NW FENCE CORNERPOST.  THE MARK
 SN1590'PROJECTS 4 INCHES AND THE DISK IS STAMPED FRIED AZIMUTH 1934.
 SN1590'
 SN1590'REFERENCE MARK 1 IS 15.648 METERS (51.34 FEET) N OF THE STATION,
 SN1590'15 FEET N OF THE APPROXIMATE CENTER LINE OF A TRACK ROAD, AND
 SN1590'ON THE S EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 9 INCHES
 SN1590'AND THE DISK IS STAMPED FRIED NO 1 1934.
 SN1590'
 SN1590'REFERENCE MARK 2 IS 20.550 METERS (67.42 FEET) W OF THE STATION,
 SN1590'14 FEET S OF A TRACK ROAD, AND 2 FEET N OF AN E-W FENCE LINE.
 SN1590'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FRIED NO 2 1934.
 SN1590'
 SN1590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 SN1590'MAIN STREET OF WASHBURN, GO N ON U.S. HIGHWAY 83 FOR 3.0 MILES
 SN1590'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.3 MILES TO A T-ROAD
 SN1590'RIGHT, TURN RIGHT AND GO 0.6 MILE TO A TRACK ROAD LEFT AND THE
 SN1590'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT ON TRACK ROAD
 SN1590'AND GO E FOR 0.6 MILE TO THE SUMMIT OF THE GRADE AND STATION
 SN1590'AS DESCRIBED.
 SN1590'
 SN1590'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 SN1590
 SN1590                          STATION RECOVERY (1957)
 SN1590
 SN1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1590'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1590'CONDITION.  THE 1945 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SN1590
 SN1590                          STATION RECOVERY (1969)
 SN1590
 SN1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SN1590'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  METAL
 SN1590'WITNESS POSTS WERE SET 6 FEET SOUTH OF STATION MARK AND 1 FOOT
 SN1590'SOUTHEAST OF THE AZIMUTH MARK.  THE ORIGINAL DESCRIPTION IS
 SN1590'ADEQUATE FOR RECOVERY.
 SN1590'
 SN1590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MI
 SN1590'NE OF WASHBURN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1141 ***********************************************************************
 SM1141  DESIGNATION -  FRIED SAC HEART CATH CH CROSS
 SM1141  PID         -  SM1141
 SM1141  STATE/COUNTY-  ND/STUTSMAN
 SM1141  USGS QUAD   -  FRIED (1990)
 SM1141
 SM1141                         *CURRENT SURVEY CONTROL
 SM1141  ___________________________________________________________________
 SM1141* NAD 83(1996)-  47 02 42.34070(N)    098 39 27.41560(W)     ADJUSTED  
 SM1141* NAVD 88     -                                                        
 SM1141  ___________________________________________________________________
 SM1141  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 SM1141  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SM1141
 SM1141  HORZ ORDER  -  THIRD
 SM1141
 SM1141.The horizontal coordinates were established by classical geodetic methods
 SM1141.and adjusted by the National Geodetic Survey in January 1998..
 SM1141
 SM1141
 SM1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1141
 SM1141.The geoid height was determined by GEOID03.
 SM1141
 SM1141;                    North         East     Units Scale Factor Converg.
 SM1141;SPC ND S     -   154,864.475   739,985.583   MT  0.99994258   +1 20 37.7
 SM1141;SPC ND S     -   508,085.55  2,427,774.22   iFT  0.99994258   +1 20 37.7
 SM1141;UTM  14      - 5,210,232.208   526,008.063   MT  0.99960831   +0 15 02.1
 SM1141
 SM1141                          SUPERSEDED SURVEY CONTROL
 SM1141
 SM1141  NAD 83(1986)-  47 02 42.34382(N)    098 39 27.40813(W) AD(       ) 4
 SM1141  NAD 27      -  47 02 42.38000(N)    098 39 26.06400(W) AD(       ) 3
 SM1141
 SM1141.Superseded values are not recommended for survey control.
 SM1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1141.See file dsdata.txt to determine how the superseded data were derived.
 SM1141
 SM1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2600810232(NAD 83)
 SM1141_MARKER: 91 = CHURCH CROSS
 SM1141
 SM1141  HISTORY     - Date     Condition        Report By
 SM1141  HISTORY     - 1934     FIRST OBSERVED   CGS
 SM1141
 SM1141                          STATION DESCRIPTION
 SM1141
 SM1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1141'POINT OBSERVED UPON IS THE TIP OF CROSS ATOP THE 65-FOOT SPIRE
 SM1141'OF THE FRAME SACRED HEART CATHOLIC CHURCH, LOCATED 50 FEET
 SM1141'E OF THE CENTER LINE OF MAIN STREET AND ERECTED IN 1906.
 SM1141'
 SM1141'THIS STATION WAS OBSERVED UPON FROM BRAY, SPIRIT, JAMESTOWN AND
 SM1141'BLOOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0948 ***********************************************************************
 RR0948  DESIGNATION -  FRIEDENS EVANGELICAL CH CUPOLA
 RR0948  PID         -  RR0948
 RR0948  STATE/COUNTY-  ND/MORTON
 RR0948  USGS QUAD   -  NORTH ALMONT (1980)
 RR0948
 RR0948                         *CURRENT SURVEY CONTROL
 RR0948  ___________________________________________________________________
 RR0948* NAD 83(1996)-  46 50 50.51187(N)    101 36 56.73114(W)     ADJUSTED  
 RR0948* NAVD 88     -                                                        
 RR0948  ___________________________________________________________________
 RR0948  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 RR0948  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 RR0948
 RR0948  HORZ ORDER  -  THIRD
 RR0948
 RR0948.The horizontal coordinates were established by classical geodetic methods
 RR0948.and adjusted by the National Geodetic Survey in January 1998..
 RR0948
 RR0948
 RR0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0948
 RR0948.The geoid height was determined by GEOID03.
 RR0948
 RR0948;                    North         East     Units Scale Factor Converg.
 RR0948;SPC ND S     -   131,846.864   514,906.815   MT  0.99993588   -0 48 49.7
 RR0948;SPC ND S     -   432,568.45  1,689,326.82   iFT  0.99993588   -0 48 49.7
 RR0948;UTM  14      - 5,191,524.645   300,574.201   MT  1.00008884   -1 54 32.1
 RR0948
 RR0948                          SUPERSEDED SURVEY CONTROL
 RR0948
 RR0948  NAD 83(1986)-  46 50 50.50591(N)    101 36 56.72092(W) AD(       ) 4
 RR0948  NAD 27      -  46 50 50.50200(N)    101 36 55.19300(W) AD(       ) 3
 RR0948
 RR0948.Superseded values are not recommended for survey control.
 RR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0948.See file dsdata.txt to determine how the superseded data were derived.
 RR0948
 RR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0057491525(NAD 83)
 RR0948_MARKER: 86 = CUPOLA
 RR0948
 RR0948  HISTORY     - Date     Condition        Report By
 RR0948  HISTORY     - 1951     FIRST OBSERVED   CGS
 RR0948
 RR0948                          STATION DESCRIPTION
 RR0948
 RR0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0948'STATION IS LOCATED ABOUT 10 MILES WEST OF NEW SALEM, 10 MILES
 RR0948'EAST OF GLEN ULLIN, AND 0.05 MILE SOUTH OF U.S. HIGHWAY 10.
 RR0948'IT IS A WOODEN FRAME STRUCTURE, PAINTED WHITE.  THE CUPOLA IS
 RR0948'AT THE SOUTHEAST CORNER OF THE CHURCH.  THE OVERALL HEIGHT IS
 RR0948'35.6 FEET, AND THE POINT OBSERVED ON WAS THE APEX OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1961 ***********************************************************************
 TG1961  DESIGNATION -  FRIESS
 TG1961  PID         -  TG1961
 TG1961  STATE/COUNTY-  ND/DIVIDE
 TG1961  USGS QUAD   -  
 TG1961
 TG1961                         *CURRENT SURVEY CONTROL
 TG1961  ___________________________________________________________________
 TG1961* NAD 83(1996)-  49 00 52.95547(N)    103 27 11.82273(W)     ADJUSTED  
 TG1961* NAVD 88     -       603.     (meters)    1978.     (feet)  SCALED    
 TG1961  ___________________________________________________________________
 TG1961  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 TG1961  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG1961
 TG1961  HORZ ORDER  -  THIRD
 TG1961
 TG1961.The horizontal coordinates were established by classical geodetic methods
 TG1961.and adjusted by the National Geodetic Survey in January 1998..
 TG1961
 TG1961.The orthometric height was scaled from a topographic map.
 TG1961
 TG1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1961
 TG1961.The geoid height was determined by GEOID03.
 TG1961
 TG1961;                    North         East     Units Scale Factor Converg.
 TG1961;SPC ND N     -   228,156.689   384,004.833   MT  1.00006799   -2 11 51.5
 TG1961;SPC ND N     -   748,545.57  1,259,858.38   iFT  1.00006799   -2 11 51.5
 TG1961;UTM  13      - 5,430,243.477   613,095.484   MT  0.99975713   +1 10 03.7
 TG1961
 TG1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1961!SPC ND N     -   0.99990852  x   1.00006799  =   0.99997650
 TG1961!UTM  13      -   0.99990852  x   0.99975713  =   0.99966567
 TG1961
 TG1961:                Primary Azimuth Mark                     Grid Az
 TG1961:SPC ND N     -  WHEAT                                    103 18 23.0
 TG1961:UTM  13      -  WHEAT                                    099 56 27.8
 TG1961
 TG1961|---------------------------------------------------------------------|
 TG1961| PID    Reference Object                     Distance      Geod. Az  |
 TG1961|                                                           dddmmss.s |
 TG1961| TG2075 WHEAT                               APPROX. 2.7 KM 1010631.5 |
 TG1961|---------------------------------------------------------------------|
 TG1961
 TG1961                          SUPERSEDED SURVEY CONTROL
 TG1961
 TG1961  NAD 83(1986)-  49 00 52.95818(N)    103 27 11.81295(W) AD(       ) 3
 TG1961
 TG1961.Superseded values are not recommended for survey control.
 TG1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1961.See file dsdata.txt to determine how the superseded data were derived.
 TG1961
 TG1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1309530243(NAD 83)
 TG1961_MARKER: DD = SURVEY DISK
 TG1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1961+STABILITY: SURFACE MOTION
 TG1961
 TG1961  HISTORY     - Date     Condition        Report By
 TG1961  HISTORY     - 1911     MONUMENTED       IBC
 TG1961
 TG1961                          STATION DESCRIPTION
 TG1961
 TG1961'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1961'ABOUT 1 MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT 602, IN SW 1/4
 TG1961'SECTION 8, TOWNSHIP 1, RANGE 11 W, SECOND MERIDIAN.  THE STATION IS
 TG1961'ABOUT 100 METERS FROM THE SOUTH BOUNDARY OF THE SECTION AND ON THE
 TG1961'ROAD ALLOWANCE AT THE WEST BOUNDARY.  IT IS ON A SMALL HILL.
 TG1961'
 TG1961'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1961'SURVEY---SET IN A CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1251 ***********************************************************************
 TD1251  DESIGNATION -  FROEBE
 TD1251  PID         -  TD1251
 TD1251  STATE/COUNTY-  ND/PEMBINA
 TD1251  USGS QUAD   -  
 TD1251
 TD1251                         *CURRENT SURVEY CONTROL
 TD1251  ___________________________________________________________________
 TD1251* NAD 83(1996)-  49 00 00.86506(N)    097 54 29.68275(W)     ADJUSTED  
 TD1251* NAVD 88     -       285.1    (meters)     935.     (feet)  VERTCON   
 TD1251  ___________________________________________________________________
 TD1251  X           -    -576,845.590 (meters)                     COMP
 TD1251  Y           -  -4,152,712.452 (meters)                     COMP
 TD1251  Z           -   4,790,772.459 (meters)                     COMP
 TD1251  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 TD1251  ELLIP HEIGHT-         259.94  (meters)          (05/25/04) GPS OBS
 TD1251  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 TD1251
 TD1251  HORZ ORDER  -  FIRST
 TD1251  ELLP ORDER  -  FOURTH    CLASS II
 TD1251
 TD1251.The horizontal coordinates were established by classical geodetic methods
 TD1251.and adjusted by the National Geodetic Survey in May 2004..
 TD1251
 TD1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1251
 TD1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1251
 TD1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1251
 TD1251.The ellipsoidal height was determined by GPS observations
 TD1251.and is referenced to NAD 83.
 TD1251
 TD1251.The geoid height was determined by GEOID03.
 TD1251
 TD1251;                    North         East     Units Scale Factor Converg.
 TD1251;SPC ND N     -   225,596.204   789,618.740   MT  1.00006390   +1 55 43.0
 TD1251;SPC ND N     -   740,145.03  2,590,612.66   iFT  1.00006390   +1 55 43.0
 TD1251;UTM  14      - 5,428,056.700   579,852.651   MT  0.99967833   +0 49 26.4
 TD1251
 TD1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1251!SPC ND N     -   0.99995927  x   1.00006390  =   1.00002316
 TD1251!UTM  14      -   0.99995927  x   0.99967833  =   0.99963761
 TD1251
 TD1251:                Primary Azimuth Mark                     Grid Az
 TD1251:SPC ND N     -  FROEBE AZ MK                             173 05 17.1
 TD1251:UTM  14      -  FROEBE AZ MK                             174 11 33.7
 TD1251
 TD1251|---------------------------------------------------------------------|
 TD1251| PID    Reference Object                     Distance      Geod. Az  |
 TD1251|                                                           dddmmss.s |
 TD1251| CO6859 FROEBE AZ MK                                       1750100.1 |
 TD1251| TD1240 WALHALLA FARMERS ELEVR              APPROX. 8.2 KM 1813901.8 |
 TD1251| TD1237 WALHALLA ATT MICROWAVE KBK 97       APPROX.27.0 KM 1901936.3 |
 TD1251| CO6860 FROEBE RM 1                          17.482 METERS 25243     |
 TD1251| CO6861 FROEBE RM 2                          22.995 METERS 35554     |
 TD1251|---------------------------------------------------------------------|
 TD1251
 TD1251                          SUPERSEDED SURVEY CONTROL
 TD1251
 TD1251  ELLIP H (03/16/99)  259.75   (m)                       GP(       ) 4 1
 TD1251  NAD 83(1996)-  49 00 00.86742(N)    097 54 29.67656(W) AD(       ) 1
 TD1251  ELLIP H (01/23/98)  259.74   (m)                       GP(       ) 4 1
 TD1251  NAD 83(1986)-  49 00 00.85695(N)    097 54 29.66704(W) AD(       ) 1
 TD1251  NAD 27      -  49 00 00.86414(N)    097 54 28.46597(W) AD(       ) 1
 TD1251  NGVD 29 (06/26/92)  284.8    (m)          934.     (f) GPS OBS        
 TD1251
 TD1251.Superseded values are not recommended for survey control.
 TD1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1251.See file dsdata.txt to determine how the superseded data were derived.
 TD1251
 TD1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7985328057(NAD 83)
 TD1251_MARKER: DS = TRIANGULATION STATION DISK
 TD1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1251_SP_SET: CONCRETE POST
 TD1251_STAMPING: FROEBE 1967
 TD1251_MARK LOGO: CGS   
 TD1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1251+STABILITY: SURFACE MOTION
 TD1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1251+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1991
 TD1251
 TD1251  HISTORY     - Date     Condition        Report By
 TD1251  HISTORY     - 1967     MONUMENTED       CGS
 TD1251  HISTORY     - 1967     GOOD             CGS
 TD1251  HISTORY     - 19911002 GOOD             NGS
 TD1251
 TD1251                          STATION DESCRIPTION
 TD1251
 TD1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1251'THE STATION IS ABOUT 5-1/2 MILES NORTH OF WALHALLA, NEAR THE
 TD1251'CANADIAN BORDER AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 32.
 TD1251'
 TD1251'TO REACH THE STATION FROM THE POST OFFICE IN WALHALLA, GO NORTH
 TD1251'ON 10TH STREET FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY 32.
 TD1251'TURN RIGHT AND GO NORTHEAST AND NORTH ON HIGHWAY 32 FOR 4.8 MILES
 TD1251'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY
 TD1251'FOR 0.6 MILE TO THE U.S. CUSTOMS BUILDING ON THE LEFT AND THE
 TD1251'STATION ON THE RIGHT.
 TD1251'
 TD1251'STATION MARK IS A STANDARD DISK, STAMPED FROEBE 1967, SET IN
 TD1251'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1251'IS FLUSH WITH THE GROUND.  IT IS 97.4 FEET SOUTH-SOUTHEAST OF
 TD1251'THE UNITED STATES-CANADA BOUNDARY MONUMENT, 88.4 FEET SOUTH OF A
 TD1251'SMALL LANDING STRIP, 82.8 FEET EAST OF THE CENTERLINE OF STATE
 TD1251'HIGHWAY 32 AND 75.5 FEET SOUTH OF A WITNESS POST.  THE
 TD1251'UNDERGROUND MARK IS 54 INCHES BELOW THE GROUND SURFACE.
 TD1251'
 TD1251'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FROEBE NO 1 1967,
 TD1251'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1251'THAT IS FLUSH WITH THE GROUND.  IT IS 105.4 FEET SOUTH-SOUTHWEST
 TD1251'OF THE BOUNDARY MONUMENT, 26.5 FEET EAST OF THE CENTERLINE OF THE
 TD1251'HIGHWAY AND ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION.
 TD1251'
 TD1251'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FROEBE NO 2 1967,
 TD1251'SET IN THE TOP OF A ROUND CONCRETE POST , 12 INCHES IN DIAMETER,
 TD1251'THAT IS FLUSH WITH THE GROUND.  IT IS 81.0 FEET EAST OF THE
 TD1251'CENTERLINE OF THE HIGHWAY, 37.1 FEET EAST OF THE BOUNDARY
 TD1251'MONUMENT, 13.0 FEET SOUTH OF THE LANDING STRIP, 2.3 FEET WEST OF
 TD1251'THE WITNESS POST AND ABOUT 3 FEET HIGHER IN ELEVATION THAN THE
 TD1251'STATION.
 TD1251'
 TD1251'AZIMUTH MARK IS A STANDAR DISK, STAMPED FROEBE 1967, SET IN
 TD1251'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1251'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 100.0 FEET WEST OF
 TD1251'THE CENTERLINE OF STATE HIGHWAY 32, 43.8 FEET NORTH OF THE
 TD1251'CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 6.9 FEET NORTH OF A
 TD1251'TELEPHONE LINE POLE AND 3.8 FEET SOUTH OF A WITNESS POST.
 TD1251'
 TD1251'HEIGHT OF LIGHT ABOVE STATION MARK 22.45 METERS.
 TD1251
 TD1251                          STATION RECOVERY (1967)
 TD1251
 TD1251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TD1251'RECOVERED IN GOOD CONDITION.
 TD1251
 TD1251                          STATION RECOVERY (1991)
 TD1251
 TD1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TD1251'STATION IS LOCATED ABOUT 8.87 KM (5.51 MI) NORTH OF WALHALLA, NEAR THE
 TD1251'CANADIAN BORDER, ON THE EAST RIGHT-OF-WAY OF STATE ROUTE 32, JUST
 TD1251'SOUTHEAST OF A UNITED STATES-CANADIAN BOUNDARY MONUMENT, JUST SOUTH
 TD1251'OF THE CANADIAN CUSTOMS OFFICE BUILDING AND EAST AND ACROSS THE
 TD1251'HIGHWAY FROM THE SOUTH BOUND U.S. CUSTOMS OFFICE BUILDING.
 TD1251'OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 TD1251'TO REACH THE STATION FROM THE POST OFFICE IN WALHALLA, LOCATED ON 10TH
 TD1251'STREET, GO NORTH ON 10TH STREET FOR 0.08 KM (0.05 MI) TO THE JUNCTION
 TD1251'OF STATE ROUTE 32 (DELANO AVENUE).  TURN RIGHT, NORTHEAST THEN NORTH,
 TD1251'ON ROUTE 32 FOR 8.8 KM (5.5 MI) TO THE U.S. CUSTOMS BRICK BUILDING ON
 TD1251'THE LEFT AND THE STATION ON THE RIGHT.
 TD1251'STATION IS 29.69 M (97.41 FT) SOUTHEAST FROM THE UNITED STATES-CANADA
 TD1251'BOUNDARY MONUMENT, 45.7 M (149.9 FT) SOUTH FROM THE CANADA CUSTOMS
 TD1251'BUILDING, 25.2 M (82.7 FT) EAST FROM THE CENTER OF THE HIGHWAY, 23.0
 TD1251'M (75.5 FT) SOUTH FROM A METAL WITNESS POST AND REFERENCE MARK 2 AND
 TD1251'ABOUT 10-CM BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2167 ***********************************************************************
 TF2167  DESIGNATION -  FRON
 TF2167  PID         -  TF2167
 TF2167  STATE/COUNTY-  ND/WARD
 TF2167  USGS QUAD   -  MINOT SW (1980)
 TF2167
 TF2167                         *CURRENT SURVEY CONTROL
 TF2167  ___________________________________________________________________
 TF2167* NAD 83(1996)-  48 03 58.90831(N)    101 24 51.14859(W)     ADJUSTED  
 TF2167* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 TF2167  ___________________________________________________________________
 TF2167  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 TF2167  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 TF2167
 TF2167  HORZ ORDER  -  SECOND
 TF2167
 TF2167.The horizontal coordinates were established by classical geodetic methods
 TF2167.and adjusted by the National Geodetic Survey in January 1998..
 TF2167
 TF2167.The orthometric height was scaled from a topographic map.
 TF2167
 TF2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2167
 TF2167.The geoid height was determined by GEOID03.
 TF2167
 TF2167;                    North         East     Units Scale Factor Converg.
 TF2167;SPC ND N     -   118,963.605   531,870.421   MT  0.99993589   -0 40 49.1
 TF2167;SPC ND N     -   390,300.54  1,744,981.70   iFT  0.99993589   -0 40 49.1
 TF2167;UTM  14      - 5,326,495.878   320,147.660   MT  0.99999747   -1 47 47.2
 TF2167
 TF2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2167!SPC ND N     -   0.99989945  x   0.99993589  =   0.99983534
 TF2167!UTM  14      -   0.99989945  x   0.99999747  =   0.99989692
 TF2167
 TF2167|---------------------------------------------------------------------|
 TF2167| PID    Reference Object                     Distance      Geod. Az  |
 TF2167|                                                           dddmmss.s |
 TF2167| CQ7640 FRON RM 1                             8.337 METERS 03148     |
 TF2167| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX. 5.6 KM 1084455.1 |
 TF2167| TF2161 S PRAIRIE W RADAR DOME OF 3         APPROX.11.2 KM 1282931.1 |
 TF2167| CQ7641 FRON RM 2                            21.066 METERS 25825     |
 TF2167| CQ7639 FRON AZ MK                                         2700005.6 |
 TF2167| TF2166 FRON LUTHERAN CHURCH                 30.000 METERS 32641     |
 TF2167|---------------------------------------------------------------------|
 TF2167
 TF2167                          SUPERSEDED SURVEY CONTROL
 TF2167
 TF2167  NAD 83(1986)-  48 03 58.90837(N)    101 24 51.14586(W) AD(       ) 2
 TF2167  NAD 27      -  48 03 58.86040(N)    101 24 49.55350(W) AD(       ) 2
 TF2167
 TF2167.Superseded values are not recommended for survey control.
 TF2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2167.See file dsdata.txt to determine how the superseded data were derived.
 TF2167
 TF2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2014826496(NAD 83)
 TF2167_MARKER: DS = TRIANGULATION STATION DISK
 TF2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2167
 TF2167  HISTORY     - Date     Condition        Report By
 TF2167  HISTORY     - 1946     MONUMENTED       CGS
 TF2167  HISTORY     - 1962     GOOD             CGS
 TF2167
 TF2167                          STATION DESCRIPTION
 TF2167
 TF2167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2167'THE STATION IS LOCATED ON A PROMINENT HILLTOP IN A RANGE OF
 TF2167'HILLS LYING 13 MILES SOUTH-SOUTHWEST OF MINOT, 98.425 FEET
 TF2167'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BELFRY ON THE FRON
 TF2167'LUTHERAN CHURCH, 26 FEET SOUTH OF THE CENTERLINE OF ROAD,
 TF2167'10 FEET NORTH OF FENCE AND 9 FEET NORTHWEST OF WITNESS POST.
 TF2167'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FRON 1946.
 TF2167'
 TF2167'REFERENCE MARK NO. 1 IS 69.11 FEET NORTHEAST OF THE STATION,
 TF2167'69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRON LUTHERAN
 TF2167'CHURCH, 35 FEET NORTH OF THE CENTERLINE OF ROAD, AND 2 FEET
 TF2167'SOUTH OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TF2167'STAMPED FRON NO 1 1946.
 TF2167'
 TF2167'REFERENCE MARK NO. 2 IS 27.34 FEET WEST-SOUTHWEST OF THE STATION,
 TF2167'35 FEET SOUTH OF THE CENTERLINE OF ROAD, 6 FEET EAST OF EAST
 TF2167'GATE POST AND 2 FEET NORTH OF FENCE.  THE MARK PROJECTS 3 INCHES
 TF2167'AND THE DISK IS STAMPED FRON NO 2 1946.
 TF2167'
 TF2167'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 35 FEET SOUTH
 TF2167'OF THE CENTERLINE OF ROAD, 2 FEET NORTHWEST OF FENCE CORNER
 TF2167'AND 2 FEET SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS 2
 TF2167'INCHES AND THE DISK IS STAMPED FRON 1946.
 TF2167'
 TF2167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83,
 TF2167'52 AND 2 IN THE WEST PART OF MINOT, GO SOUTH ON U.S. HIGHWAY
 TF2167'83 FOR 9.5 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST
 TF2167'ON GRAVEL ROAD FOR 6.0 MILES TO CROSSROADS.  TURN LEFT AND GO
 TF2167'SOUTH 2.0 MILES TO CROSSROADS.  TURN LEFT AND GO EAST 0.5
 TF2167'MILE TO THE FRON LUTHERAN CHURCH ON THE LEFT AND THE STATION
 TF2167'ON THE RIGHT.
 TF2167'
 TF2167'TO REACH THE AZIMUTH FROM THE STATION, DRIVE WEST 0.5 MILE
 TF2167'TO THE AZIMUTH MARK ON THE LEFT.
 TF2167'
 TF2167'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF2167
 TF2167                          STATION RECOVERY (1962)
 TF2167
 TF2167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2167'THE STATION IS LOCATED 5-1/2 MILES WEST AND 1 MILE NORTH OF
 TF2167'THE TOWN OF SOUTH PRAIRIE, IN THE NORTHERN 1/2 OF SEC. 24,
 TF2167'T153N, R84W, ON A ROAD RIGHT-OF-WAY JUST SOUTH OF A LUTHERAN
 TF2167'CHURCH.
 TF2167'
 TF2167'TO REACH FROM THE 2 AND 52 BYPASS AND THE JUNCTION OF U.S. HIGHWAY
 TF2167'83 AT THE SOUTH EDGE OF MINOT, GO SOUTH ON U.S. HIGHWAY 83 FOR
 TF2167'8.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 TF2167'ROAD FOR 6.1 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 TF2167'A GRAVELED ROAD FOR 2 MILES TO A DIM CROSSROAD AND THE AZIMUTH
 TF2167'MARK IN THE SOUTHEAST CORNER OF A CROSSROADS.  TURN LEFT AND
 TF2167'GO EAST FOR 0.55 MILE TO A LUTHERAN CHURCH AND THE STATION
 TF2167'JUST SOUTH OF THE CHURCH ON THE SOUTH SIDE OF A EAST-WEST
 TF2167'GRAVELED ROAD.
 TF2167'
 TF2167'THE STATION MARK IS A STANDARD DISK STAMPED FRON 1946 AND IS
 TF2167'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2167'IS FLUSH WITH THE GROUND.  IT IS 10.4 FEET NORTHWEST OF THE
 TF2167'WITNESS POST, 10 FEET NORTH OF A WIRE FENCE, 26 FEET SOUTH
 TF2167'OF A ROAD AND 78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 TF2167'A CHURCH.
 TF2167'
 TF2167'REFERENCE MARK NO. 1, STAMPED FRON NO 1 1946, IS A STANDARD
 TF2167'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2167'PROJECTS 3 INCHES.  IT IS 33.6 FEET WEST OF A WITNESS POST,
 TF2167'35 FEET SOUTH OF A ROAD AND 2 FEET NORTH OF A FENCE.
 TF2167'
 TF2167'REFERENCE MARK NO. 2, STAMPED FRON NO 2 1946, IS A STANDARD DISK
 TF2167'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2167'PROJECTS 2 INCHES.  IT IS 69 FEET SOUTH OF THE SOUTHEAST CORNER
 TF2167'OF A CHURCH, 72.8 FEET NORTH OF THE WITNESS POST AND 35 FEET
 TF2167'NORTH OF A ROAD.
 TF2167'
 TF2167'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRON 1946 AND SET
 TF2167'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2167'FLUSH WITH THE GROUND.  IT IS 56 FEET SOUTH OF A EAST-WEST
 TF2167'ROAD AND 1.1 FEET EAST OF A WITNESS POST.
 TF2167'
 TF2167'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 90.13 FEET OR 27.472
 TF2167'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2166 ***********************************************************************
 TF2166  DESIGNATION -  FRON LUTHERAN CHURCH
 TF2166  PID         -  TF2166
 TF2166  STATE/COUNTY-  ND/WARD
 TF2166  USGS QUAD   -  MINOT SW (1980)
 TF2166
 TF2166                         *CURRENT SURVEY CONTROL
 TF2166  ___________________________________________________________________
 TF2166* NAD 83(1996)-  48 03 59.72000(N)    101 24 51.94447(W)     ADJUSTED  
 TF2166* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 TF2166  ___________________________________________________________________
 TF2166  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 TF2166  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 TF2166
 TF2166  HORZ ORDER  -  THIRD
 TF2166
 TF2166.The horizontal coordinates were established by classical geodetic methods
 TF2166.and adjusted by the National Geodetic Survey in January 1998..
 TF2166
 TF2166.The orthometric height was scaled from a topographic map.
 TF2166
 TF2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2166
 TF2166.The geoid height was determined by GEOID03.
 TF2166
 TF2166;                    North         East     Units Scale Factor Converg.
 TF2166;SPC ND N     -   118,988.868   531,854.244   MT  0.99993589   -0 40 49.6
 TF2166;SPC ND N     -   390,383.43  1,744,928.62   iFT  0.99993589   -0 40 49.6
 TF2166;UTM  14      - 5,326,521.452   320,131.977   MT  0.99999754   -1 47 47.9
 TF2166
 TF2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2166!SPC ND N     -   0.99989945  x   0.99993589  =   0.99983534
 TF2166!UTM  14      -   0.99989945  x   0.99999754  =   0.99989699
 TF2166
 TF2166                          SUPERSEDED SURVEY CONTROL
 TF2166
 TF2166  NAD 83(1986)-  48 03 59.72005(N)    101 24 51.94174(W) AD(       ) 4
 TF2166  NAD 27      -  48 03 59.67200(N)    101 24 50.34900(W) AD(       ) 3
 TF2166
 TF2166.Superseded values are not recommended for survey control.
 TF2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2166.See file dsdata.txt to determine how the superseded data were derived.
 TF2166
 TF2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2013226521(NAD 83)
 TF2166
 TF2166  HISTORY     - Date     Condition        Report By
 TF2166  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2166
 TF2166                          STATION DESCRIPTION
 TF2166
 TF2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2166'THE CHURCH IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF MINOT
 TF2166'AND 60 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD.
 TF2166'
 TF2166'THE BUILDING IS 50 FEET LONG AND 30 FEET WIDE AND A BELL TOWER
 TF2166'PROJECTS ABOVE THE ROOF OF THE CHURCH ON THE SOUTHWEST CORNER OF
 TF2166'THE CHURCH.  IT IS OF WOODEN CONSTRUCTION, PAINTED WHITE AND IT
 TF2166'FACES SOUTH.
 TF2166'
 TF2166'TO REACH THE CHURCH FROM THE JUNCTION OF U.S. HIGHWAYS 83, 52
 TF2166'AND 2 IN THE WEST PART OF MINOT, GO SOUTH ON U.S. HIGHWAY 83
 TF2166'FOR 9.5 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST 6.0 MILES
 TF2166'TO CROSSROADS.  TURN LEFT AND GO SOUTH 2.0 MILES TO ANOTHER
 TF2166'CROSSROADS.  TURN LEFT AND GO EAST 0.5 MILE TO THE CHURCH ON
 TF2166'THE LEFT.
 TF2166'
 TF2166'THE DISTANCE WAS MEASURED BETWEEN TRIANGULATION STATION FRON AND
 TF2166'THE SOUTHWEST CORNER OF THE BASE OF THE BELL TOWER.  IT WAS
 TF2166'FOUND TO BE 30.000 METERS (98.425 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1317 ***********************************************************************
 SL1317  DESIGNATION -  FROST
 SL1317  PID         -  SL1317
 SL1317  STATE/COUNTY-  ND/CASS
 SL1317  USGS QUAD   -  AYR NE (1967)
 SL1317
 SL1317                         *CURRENT SURVEY CONTROL
 SL1317  ___________________________________________________________________
 SL1317* NAD 83(1996)-  47 09 05.30474(N)    097 18 23.17679(W)     ADJUSTED  
 SL1317* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 SL1317  ___________________________________________________________________
 SL1317  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 SL1317  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 SL1317
 SL1317  HORZ ORDER  -  SECOND
 SL1317
 SL1317.The horizontal coordinates were established by classical geodetic methods
 SL1317.and adjusted by the National Geodetic Survey in January 1998..
 SL1317
 SL1317.The orthometric height was scaled from a topographic map.
 SL1317
 SL1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1317
 SL1317.The geoid height was determined by GEOID03.
 SL1317
 SL1317;                    North         East     Units Scale Factor Converg.
 SL1317;SPC ND S     -   169,970.989   842,123.695   MT  0.99995112   +2 19 45.6
 SL1317;SPC ND S     -   557,647.60  2,762,873.02   iFT  0.99995112   +2 19 45.6
 SL1317;SPC ND N     -    21,863.660   842,149.102   MT  1.00006730   +2 22 35.2
 SL1317;SPC ND N     -    71,731.17  2,762,956.37   iFT  1.00006730   +2 22 35.2
 SL1317;UTM  14      - 5,223,388.370   628,388.314   MT  0.99980258   +1 14 30.5
 SL1317
 SL1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1317!SPC ND S     -   0.99995338  x   0.99995112  =   0.99990451
 SL1317!SPC ND N     -   0.99995338  x   1.00006730  =   1.00002068
 SL1317!UTM  14      -   0.99995338  x   0.99980258  =   0.99975597
 SL1317
 SL1317:                Primary Azimuth Mark                     Grid Az
 SL1317:SPC ND S     -  HUNTER GRAIN CO ELEV W VENT              053 59 00.6
 SL1317:SPC ND N     -  HUNTER GRAIN CO ELEV W VENT              053 56 11.0
 SL1317:UTM  14      -  HUNTER GRAIN CO ELEV W VENT              055 04 15.7
 SL1317
 SL1317|---------------------------------------------------------------------|
 SL1317| PID    Reference Object                     Distance      Geod. Az  |
 SL1317|                                                           dddmmss.s |
 SL1317| SL1314 HUNTER GRAIN CO ELEV W VENT         APPROX. 8.1 KM 0561846.2 |
 SL1317| CO5014 FROST RM 1                           26.400 METERS 09759     |
 SL1317| SL1310 ARTHUR FARMERS ELEV MID VENT        APPROX. 8.6 KM 1291509.3 |
 SL1317| CO5015 FROST RM 2                           22.284 METERS 20554     |
 SL1317| CO5013 FROST AZ MK                                        2692453.2 |
 SL1317|---------------------------------------------------------------------|
 SL1317
 SL1317                          SUPERSEDED SURVEY CONTROL
 SL1317
 SL1317  NAD 83(1986)-  47 09 05.30388(N)    097 18 23.16715(W) AD(       ) 2
 SL1317  NAD 27      -  47 09 05.37400(N)    097 18 21.85600(W) AD(       ) 2
 SL1317
 SL1317.Superseded values are not recommended for survey control.
 SL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1317.See file dsdata.txt to determine how the superseded data were derived.
 SL1317
 SL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2838823388(NAD 83)
 SL1317_MARKER: DS = TRIANGULATION STATION DISK
 SL1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1317
 SL1317  HISTORY     - Date     Condition        Report By
 SL1317  HISTORY     - 1954     MONUMENTED       CGS
 SL1317
 SL1317                          STATION DESCRIPTION
 SL1317
 SL1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1317'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A PASTURE OWNED
 SL1317'BY MR. BEN FROST.  IT IS 5 MILES NORTHWEST OF ARTHUR AND 5 MILES
 SL1317'SOUTHWEST OF HUNTER.
 SL1317'
 SL1317'REACHED FROM THE RAILROAD DEPOT IN ARTHUR BY GOING NORTH ON
 SL1317'STATE HIGHWAY NO. 18 FOR 3.4 MILES TO A CROSSROAD.  TURN LEFT,
 SL1317'WEST, AND GO 4.2 MILES ON STATE HIGHWAY 26 TO THE STATION ON THE
 SL1317'LEFT.
 SL1317'
 SL1317'THE STATION MARK IS 72 FEET SOUTH OF THE APPROXIMATE CENTER OF
 SL1317'HIGHWAY 26, 23 FEET SOUTH-SOUTHEAST OF A FENCE CORNER-POST, 6 FEET
 SL1317'SOUTHEAST OF A WITNESS POST, AND 5 FEET EAST OF A WIRE FENCE.
 SL1317'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED FROST 1954.
 SL1317'
 SL1317'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 95 FEET SOUTHEAST
 SL1317'OF THE FENCE CORNER-POST AND 36 FEET SOUTH OF THE FENCE.  THE MARK
 SL1317'PROJECTS 6 INCHES, AND THE DISK IS STAMPED FROST NO 1 1954.
 SL1317'
 SL1317'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION AT THE EASTERN
 SL1317'EDGE OF A ROW OF SHELTER TREES, IS 28 FEET WEST OF THE WIRE FENCE.
 SL1317'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED FROST NO 2
 SL1317'1954.
 SL1317'
 SL1317'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE WEST OF THE STATION,
 SL1317'IS 105 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY 26, 15
 SL1317'FEET EAST OF THE APPROXIMATE CENTER OF A DRIVE WAY, 5 FEET NORTH
 SL1317'OF A FENCE CORNER-POST, AND 2 FEET SOUTHEAST OF A WITNESS POST.
 SL1317'THE MARK PROJECTS 7 INCHES, AND THE DISK IS STAMPED FROST 1954.
 SL1317'
 SL1317'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0446 ***********************************************************************
 RS0446  DESIGNATION -  FRYBERG
 RS0446  PID         -  RS0446
 RS0446  STATE/COUNTY-  ND/BILLINGS
 RS0446  USGS QUAD   -  FRYBURG NE (1981)
 RS0446
 RS0446                         *CURRENT SURVEY CONTROL
 RS0446  ___________________________________________________________________
 RS0446* NAD 83(1996)-  46 53 19.36910(N)    103 19 38.28064(W)     ADJUSTED  
 RS0446* NAVD 88     -       872.85   (+/-2cm)    2863.7    (feet)  VERTCON   
 RS0446  ___________________________________________________________________
 RS0446  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 RS0446  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 RS0446
 RS0446  HORZ ORDER  -  FIRST
 RS0446  VERT ORDER  -  THIRD ? (See Below)
 RS0446
 RS0446.The horizontal coordinates were established by classical geodetic methods
 RS0446.and adjusted by the National Geodetic Survey in January 1998..
 RS0446
 RS0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0446.The vertical order pertains to the NGVD 29 superseded value.
 RS0446
 RS0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0446
 RS0446.The geoid height was determined by GEOID03.
 RS0446
 RS0446;                    North         East     Units Scale Factor Converg.
 RS0446;SPC ND S     -   139,716.048   384,581.027   MT  0.99993630   -2 03 43.9
 RS0446;SPC ND S     -   458,385.98  1,261,748.78   iFT  0.99993630   -2 03 43.9
 RS0446;UTM  13      - 5,194,155.502   627,430.604   MT  0.99979959   +1 13 16.6
 RS0446
 RS0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0446!SPC ND S     -   0.99986582  x   0.99993630  =   0.99980212
 RS0446!UTM  13      -   0.99986582  x   0.99979959  =   0.99966543
 RS0446
 RS0446|---------------------------------------------------------------------|
 RS0446| PID    Reference Object                     Distance      Geod. Az  |
 RS0446|                                                           dddmmss.s |
 RS0446| RS0448 FRYBERG RM 3                         14.643 METERS 00745     |
 RS0446| RS0489 FRYBERG AZ MK 2                                    0574532.4 |
 RS0446| RS0447 FRYBERG AZ MK 3                     APPROX. 0.6 KM 0720515.2 |
 RS0446| RS0490 FRYBERG RM 1                         11.920 METERS 07857     |
 RS0446| RS0436 BELFIELD MUNICIPAL TANK             APPROX.10.0 KM 0920325.9 |
 RS0446| CQ7642 FRYBERG AZ MK                                      3352619.2 |
 RS0446| RS0491 FRYBERG RM 2                         14.189 METERS 34159     |
 RS0446|---------------------------------------------------------------------|
 RS0446
 RS0446                          SUPERSEDED SURVEY CONTROL
 RS0446
 RS0446  NAD 83(1986)-  46 53 19.36353(N)    103 19 38.27553(W) AD(       ) 1
 RS0446  NAD 27      -  46 53 19.31400(N)    103 19 36.62600(W) AD(       ) 1
 RS0446  NGVD 29 (07/19/86)  872.28   (m)         2861.8    (f) LEVELING    3  
 RS0446
 RS0446.Superseded values are not recommended for survey control.
 RS0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0446.See file dsdata.txt to determine how the superseded data were derived.
 RS0446
 RS0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2743194156(NAD 83)
 RS0446_MARKER: DS = TRIANGULATION STATION DISK
 RS0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0446
 RS0446  HISTORY     - Date     Condition        Report By
 RS0446  HISTORY     - 1934     MONUMENTED       CGS
 RS0446  HISTORY     - 1951     GOOD             CGS
 RS0446  HISTORY     - 1966     GOOD             CGS
 RS0446  HISTORY     - 1979     GOOD             NGS
 RS0446  HISTORY     - 1983     GOOD             LOCENG
 RS0446
 RS0446                          STATION DESCRIPTION
 RS0446
 RS0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0446'TO REACH FROM BEACH, NORTH DAKOTA, GO EAST ON U.S. HIGHWAY 10
 RS0446'ABOUT 32 MILES TO THE PAINTED CANYON LODGE AND SERVICE STATION,
 RS0446'FROM HERE CONTINUE EAST ON THE MAIN HIGHWAY FOR 3.3 MILES TO A
 RS0446'GATE ON THE RIGHT OF THE ROAD, THERE IS A RANCH AT THIS POINT
 RS0446'ON THE LEFT OF THE ROAD THAT SETS BACK ABOUT 0.2 MILE FROM THE
 RS0446'HIGHWAY AND A BIG RED BARN, TURN RIGHT OFF THE HIGHWAY THROUGH
 RS0446'THE GATE AND FOLLOW THE FENCE LINE WEST FOR 0.2 MILE TO THE TOP
 RS0446'OF THE HILL, TURN LEFT AND FOLLOW THE CREST OF THE HILL
 RS0446'SOUTHEAST TO THE HIGHEST POINT AND TO THE STATION.
 RS0446'
 RS0446'THE AZIMUTH IS EMBEDDED IN THE HEAD OF THE CONCRETE CULVERT
 RS0446'ABOUT 0.3 MILE EAST OF THE STATION AND ABOUT 50 YARDS EAST OF THE
 RS0446'GATE USED.  MARK IS ON THE SOUTH SIDE OF THE BRIDGE.
 RS0446'
 RS0446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RS0446'BRONZE DISKS SET AS DESCRIBED.
 RS0446
 RS0446                          STATION RECOVERY (1951)
 RS0446
 RS0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0446'THE STATION MARK AND BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 RS0446'THE AZIMUTH MARK COULD NOT BE FOUND AND IT IS ASSUMED TO HAVE
 RS0446'BEEN DESTROYED IN THE CONSTRUCTION OF A NEW CONCRETE CULVERT.
 RS0446'A NEW AZIMUTH MARK WAS ESTABLISHED.  DESCRIPTION FOLLOWS--
 RS0446'
 RS0446'THE STATION IS LOCATED ABOUT 6 MILES WEST OF BELFIELD, 0.1
 RS0446'MILE SOUTH OF U.S. HIGHWAY NO. 10, AT THE SOUTHEAST EDGE OF
 RS0446'A LOW RIDGE THAT IS SURROUNDED BY CULTIVATED FIELDS, AND ON
 RS0446'PROPERTY OWNED BY MR. RUSSELL LOGAN.
 RS0446'
 RS0446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RS0446'AND U.S. HIGHWAY NO. 85 AT THE NORTHEAST EDGE OF BELFIELD,
 RS0446'GO WEST ON NO. 10 FOR 6.65 MILES TO A WIRE GATE ON THE LEFT AND
 RS0446'THE AZIMUTH MARK AS DESCRIBED.  PASS THROUGH THE GATE, TURN RIGHT
 RS0446'(WEST) ON A FIELD ROAD FOR 0.2 MILE.  THEN LEFT, SOUTH, ACROSS
 RS0446'PASTURE LAND FOR 0.1 MILE TO THE CREST OF THE RIDGE AND THE
 RS0446'STATION AS DESCRIBED.
 RS0446'
 RS0446'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RS0446'FRYBERG 1934.
 RS0446'
 RS0446'REFERENCE MARK NO. 1 IS ON THE EASTERLY SLOPE OF THE RIDGE.
 RS0446'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FRYBERG NO. 1.
 RS0446'1934.
 RS0446'
 RS0446'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE, AND 25 FEET
 RS0446'SOUTHWEST OF THE NORTHEAST SLOPE OF THE RIDGE.  IT PROJECTS
 RS0446'4 INCHES, AND THE DISK IS STAMPED FRYBERG NO. 2. 1934.
 RS0446'
 RS0446'THE AZIMUTH MARK IS 55 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 RS0446'NO. 10, 15 FEET EAST OF THE EAST GATEPOST OF A WIRE GATE, AND
 RS0446'2 FEET SOUTH OF THE WIRE GATE.  IT PROJECTS 6 INCHES, AND THE
 RS0446'DISK IS STAMPED FRYBERG 1934 RESET 1951.
 RS0446'
 RS0446'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE
 RS0446'TOPS OF 12-INCH SQUARE CONCRETE POSTS.  THE AZIMUTH MARK IS
 RS0446'A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 RS0446
 RS0446                          STATION RECOVERY (1966)
 RS0446
 RS0446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 RS0446'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 RS0446'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 RS0446'CONDITION.
 RS0446'
 RS0446'THE 1951 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RS0446'
 RS0446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 RS0446'WEST OF BELFIELD, 0.2 MILE SOUTH OF OLD U.S. HIGHWAY 10, 0.4
 RS0446'MILE SOUTH OF INTERSTATE HIGHWAY 10 AND ABOUT 25 YARDS EAST OF
 RS0446'A MIRCO-WAVE RELAY TOWER.
 RS0446
 RS0446                          STATION RECOVERY (1979)
 RS0446
 RS0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 RS0446'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION, RM 2 WAS WITH
 RS0446'THE TOP KNOCKED OFF, DISK REMOVED THIS DATE, AZIMUTH MARK 1951 WAS
 RS0446'FOUND LYING ON DITCH.  RM 3 AND AZIMUTH MARK 3 WERE ESTABLISHED.
 RS0446'
 RS0446'THE STATION IS LOCATED ABOUT 6.5 MILES WEST OF BELFIELD, ABOUT 1/2
 RS0446'MILE SOUTH OF INTERSTATE HIGHWAY 94, 0.1 MILE SOUTH OF OLD HIGHWAY 10,
 RS0446'ON A SMALL HILL WITH THE BELFIELD BELL TELEPHONE, AT AND T MICROWAVE
 RS0446'TOWER.
 RS0446'
 RS0446'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RS0446'STATE HIGHWAY 85 IN NORTHEAST EDGE OF BELFIELD, GO WEST ON INTERSTATE
 RS0446'HIGHWAY 94 FOR 5.4 MILES TO EXIT 9 (FRYBURG), GO SOUTH ON GRAVEL ROAD
 RS0446'FOR ABOUT 1 MILE TO CROSS ROAD, TURN RIGHT, GO WEST ON OLD HIGHWAY 10
 RS0446'FOR 0.65 MILE TO BUILDING AND AZIMUTH MARK ON RIGHT, CONTINUE WEST
 RS0446'FOR 0.35 MILE TO SIDE ROAD LEFT LEADING MICROWAVE TOWER, TURN LEFT, GO
 RS0446'SOUTHWEST FOR 0.15 MILE STATION LOCATED ON EAST SIDE OF FENCE AROUND
 RS0446'MICROWAVE TOWER.
 RS0446'
 RS0446'THE DISTANCE AND DIRECTION TO RM 1 CHECKED THE 1951 DATA.
 RS0446'
 RS0446'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 RS0446'---FRYBERG 1934---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30
 RS0446'CM (12 INCHES) ON SIDE PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND
 RS0446'LOCATED 19.8 METERS (65 FEET) NE FROM FENCE CORNER (SE CORNER), 19.35
 RS0446'METERS (63.5 FEET) E FROM CENTER OF DOOR ON EAST SIDE AT AND T
 RS0446'BUILDING, 19.05 METERS (62.5 FEET) SE FROM FENCE CORNER (NE CORNER),
 RS0446'7.3 METERS (24 FEET) E FROM FENCE, AND 0.73 METER (2.4 FEET) NW FROM
 RS0446'WITNESS POST.
 RS0446'
 RS0446'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RS0446'SET INTO AN IRREGULAR MASS OF CONCRETE.
 RS0446'
 RS0446'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RS0446'STAMPED---FRYBERG NO 1 1934---SET INTO THE TOP OF A SQUARE CONCRETE
 RS0446'MONUMENT PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND LOCATED 31.7
 RS0446'METERS (104 FEET) NE FROM SOUTHEAST FENCE CORNER, 16.8 METERS (55
 RS0446'FEET) SE FROM NORTHEAST FENCE CORNER, 15.8 METERS (52 FEET) E FROM
 RS0446'FENCE, 11.9 METERS (39 FEET) ENE FROM WITNESS POST, AND 0.6 METER (2
 RS0446'FEET) LOWER THAN THE STATION.
 RS0446'
 RS0446'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RS0446'STAMPED---FRYBERG 1934 NO 3 1979---SET INTO THE TOP OF A SQUARE
 RS0446'CONCRETE MONUMENT 284 CM (112 INCHES) ON SIDE FLUSH WITH THE GROUND
 RS0446'LOCATED 15.5 METERS (51 FEET) ENE FROM NORTHEAST CORNER OF AT AND T
 RS0446'BUILDING, 1.40 METERS (4.6 FEET) SE FROM FENCE CORNER, 0.6 METER (2
 RS0446'FEET) E FROM FENCE AND WITNESS POST, AND IS LEVEL WITH THE STATION.
 RS0446'
 RS0446'AZIMUTH MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 RS0446'STAMPED---FRYBERG 1934 AZ 3 1979---SET INTO THE TOP OF A SQUARE
 RS0446'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 RS0446'LOCATED 17.7 METERS (58 FEET) N FROM CENTER OF OLD HIGHWAY 10, 11.70
 RS0446'METERS (38.4 FEET) E FROM CENTER OF DRIVEWAY AND GATE, 0.9 METER (3
 RS0446'FEET) SW FROM FENCE CORNER (N-S WOODEN FENCE), AND 0.46 METER (1.5
 RS0446'FEET) S FROM FENCE AND WITNESS POST.
 RS0446'
 RS0446'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.15 MILE NORTH, TURN
 RS0446'RIGHT, GO EAST ON OLD HIGHWAY 10 FOR 0.35 MILE TO MARK ON LEFT.
 RS0446
 RS0446                          STATION RECOVERY (1983)
 RS0446
 RS0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MF)
 RS0446'FRYBERG 1934 RECOVERED GOOD.
 RS0446'
 RS0446'FRYBERG RESET 197 (AZ MK) RECOVERED GOOD W) WITNESS SIGN.
 RS0446'
 RS0446'RM NO. 2 RECOVERED GOOD.
 RS0446'
 RS0446'RM NO. 1 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0643 ***********************************************************************
 RQ0643  DESIGNATION -  FULLERTON FARM COOP ELEV VENT
 RQ0643  PID         -  RQ0643
 RQ0643  STATE/COUNTY-  ND/DICKEY
 RQ0643  USGS QUAD   -  FULLERTON (1982)
 RQ0643
 RQ0643                         *CURRENT SURVEY CONTROL
 RQ0643  ___________________________________________________________________
 RQ0643* NAD 83(1996)-  46 09 42.73500(N)    098 25 41.81230(W)     ADJUSTED  
 RQ0643* NAVD 88     -                                                        
 RQ0643  ___________________________________________________________________
 RQ0643  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 RQ0643  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 RQ0643
 RQ0643  HORZ ORDER  -  THIRD
 RQ0643
 RQ0643.The horizontal coordinates were established by classical geodetic methods
 RQ0643.and adjusted by the National Geodetic Survey in January 1998..
 RQ0643
 RQ0643
 RQ0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0643
 RQ0643.The geoid height was determined by GEOID03.
 RQ0643
 RQ0643;                    North         East     Units Scale Factor Converg.
 RQ0643;SPC ND S     -    57,155.368   759,995.688   MT  1.00000429   +1 30 39.9
 RQ0643;SPC ND S     -   187,517.61  2,493,424.17   iFT  1.00000429   +1 30 39.9
 RQ0643;UTM  14      - 5,112,191.557   544,140.210   MT  0.99962395   +0 24 44.6
 RQ0643
 RQ0643                          SUPERSEDED SURVEY CONTROL
 RQ0643
 RQ0643  NAD 83(1986)-  46 09 42.74190(N)    098 25 41.80578(W) AD(       ) 4
 RQ0643  NAD 27      -  46 09 42.85800(N)    098 25 40.45100(W) AD(       ) 3
 RQ0643
 RQ0643.Superseded values are not recommended for survey control.
 RQ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0643.See file dsdata.txt to determine how the superseded data were derived.
 RQ0643
 RQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4414012192(NAD 83)
 RQ0643
 RQ0643  HISTORY     - Date     Condition        Report By
 RQ0643  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0643  HISTORY     - 19840621 GOOD             NGS
 RQ0643
 RQ0643                          STATION DESCRIPTION
 RQ0643
 RQ0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0643'THE STATION IS THE VENTILATOR ATOP THE CORRUGATED METAL
 RQ0643'ELEVATOR THAT IS THE MOST WESTERLY OF TWO ELEVATORS LOCATED
 RQ0643'IN THE SOUTH EDGE OF FULLERTON.  THE VENTILATOR IS APPROXIMATELY
 RQ0643'2 FEET NORTH OF THE TOP CENTER OF BUILDING AND IS APPROXIMATELY
 RQ0643'80 FEET HIGH.
 RQ0643
 RQ0643                          STATION RECOVERY (1984)
 RQ0643
 RQ0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RQ0643'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION.
 RQ0643'PRESENTLY, THERE IS AN ADDITION TO THE ELEVATOR THAT IS TALLER THAN
 RQ0643'THE ORIGINAL ELEVATOR.  IT IS ON THE EAST SIDE OF THE STRUCTURE,
 RQ0643'BLOCKING SIGHT OF THE CONTROL POINT, FROM THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0644 ***********************************************************************
 RQ0644  DESIGNATION -  FULLERTON OSBORNE ELEV VENT
 RQ0644  PID         -  RQ0644
 RQ0644  STATE/COUNTY-  ND/DICKEY
 RQ0644  USGS QUAD   -  FULLERTON (1982)
 RQ0644
 RQ0644                         *CURRENT SURVEY CONTROL
 RQ0644  ___________________________________________________________________
 RQ0644* NAD 83(1996)-  46 09 42.15339(N)    098 25 35.91719(W)     ADJUSTED  
 RQ0644* NAVD 88     -                                                        
 RQ0644  ___________________________________________________________________
 RQ0644  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 RQ0644  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 RQ0644
 RQ0644  HORZ ORDER  -  THIRD
 RQ0644
 RQ0644.The horizontal coordinates were established by classical geodetic methods
 RQ0644.and adjusted by the National Geodetic Survey in January 1998..
 RQ0644
 RQ0644
 RQ0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0644
 RQ0644.The geoid height was determined by GEOID03.
 RQ0644
 RQ0644;                    North         East     Units Scale Factor Converg.
 RQ0644;SPC ND S     -    57,140.753   760,122.597   MT  1.00000432   +1 30 44.2
 RQ0644;SPC ND S     -   187,469.66  2,493,840.54   iFT  1.00000432   +1 30 44.2
 RQ0644;UTM  14      - 5,112,174.518   544,266.767   MT  0.99962409   +0 24 48.8
 RQ0644
 RQ0644                          SUPERSEDED SURVEY CONTROL
 RQ0644
 RQ0644  NAD 83(1986)-  46 09 42.16028(N)    098 25 35.91068(W) AD(       ) 4
 RQ0644  NAD 27      -  46 09 42.27700(N)    098 25 34.55600(W) AD(       ) 3
 RQ0644
 RQ0644.Superseded values are not recommended for survey control.
 RQ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0644.See file dsdata.txt to determine how the superseded data were derived.
 RQ0644
 RQ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4426712175(NAD 83)
 RQ0644
 RQ0644  HISTORY     - Date     Condition        Report By
 RQ0644  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0644  HISTORY     - 19840621 GOOD             NGS
 RQ0644
 RQ0644                          STATION DESCRIPTION
 RQ0644
 RQ0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0644'THE STATION IS THE VENTILATOR ATOP THE CENTER OF THE RED
 RQ0644'WOODEN ELEVATOR THAT IS THE MOST EASTERLY OF THE TWO ELEVATORS
 RQ0644'LOCATED IN THE SOUTH EDGE OF FULLERTON.  THE VENTILATOR IS
 RQ0644'APPROXIMATELY 80 FEET HIGH.
 RQ0644
 RQ0644                          STATION RECOVERY (1984)
 RQ0644
 RQ0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RQ0644'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION, WITH
 RQ0644'THE EXCEPTION OF NOW BEING COVERED BY GALVANIZED METAL ON THE SIDES,
 RQ0644'RATHER THAN RED WOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1537 ***********************************************************************
 SN1537  DESIGNATION -  FUNSTON
 SN1537  PID         -  SN1537
 SN1537  STATE/COUNTY-  ND/MCHENRY
 SN1537  USGS QUAD   -  ANAMOOSE (1958)
 SN1537
 SN1537                         *CURRENT SURVEY CONTROL
 SN1537  ___________________________________________________________________
 SN1537* NAD 83(1996)-  47 57 58.97985(N)    100 14 26.44275(W)     ADJUSTED  
 SN1537* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 SN1537  ___________________________________________________________________
 SN1537  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SN1537  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 SN1537
 SN1537  HORZ ORDER  -  SECOND
 SN1537
 SN1537.The horizontal coordinates were established by classical geodetic methods
 SN1537.and adjusted by the National Geodetic Survey in January 1998..
 SN1537
 SN1537.The orthometric height was scaled from a topographic map.
 SN1537
 SN1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1537
 SN1537.The geoid height was determined by GEOID03.
 SN1537
 SN1537;                    North         East     Units Scale Factor Converg.
 SN1537;SPC ND N     -   107,475.594   619,363.287   MT  0.99993797   +0 11 34.7
 SN1537;SPC ND N     -   352,610.22  2,032,031.78   iFT  0.99993797   +0 11 34.7
 SN1537;UTM  14      - 5,313,308.667   407,391.589   MT  0.99970538   -0 55 17.7
 SN1537
 SN1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1537!SPC ND N     -   0.99992532  x   0.99993797  =   0.99986329
 SN1537!UTM  14      -   0.99992532  x   0.99970538  =   0.99963072
 SN1537
 SN1537:                Primary Azimuth Mark                     Grid Az
 SN1537:SPC ND N     -  ANAMOOSE MUNICIPAL TANK                  181 38 09.5
 SN1537:UTM  14      -  ANAMOOSE MUNICIPAL TANK                  182 45 01.9
 SN1537
 SN1537|---------------------------------------------------------------------|
 SN1537| PID    Reference Object                     Distance      Geod. Az  |
 SN1537|                                                           dddmmss.s |
 SN1537| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX. 9.2 KM 1814944.2 |
 SN1537| CO5017 FUNSTON RM 1                         19.168 METERS 20117     |
 SN1537| CO5018 FUNSTON RM 2                         26.008 METERS 34342     |
 SN1537|---------------------------------------------------------------------|
 SN1537
 SN1537                          SUPERSEDED SURVEY CONTROL
 SN1537
 SN1537  NAD 83(1986)-  47 57 58.98324(N)    100 14 26.44254(W) AD(       ) 2
 SN1537  NAD 27      -  47 57 58.97200(N)    100 14 24.94700(W) AD(       ) 2
 SN1537
 SN1537.Superseded values are not recommended for survey control.
 SN1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1537.See file dsdata.txt to determine how the superseded data were derived.
 SN1537
 SN1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU0739213309(NAD 83)
 SN1537_MARKER: DS = TRIANGULATION STATION DISK
 SN1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1537
 SN1537  HISTORY     - Date     Condition        Report By
 SN1537  HISTORY     - 1946     MONUMENTED       CGS
 SN1537  HISTORY     - 1956     SEE DESCRIPTION  USGS
 SN1537
 SN1537                          STATION DESCRIPTION
 SN1537
 SN1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1537'THE STATION IS LOCATED ABOUT 7-1/4 MILES EAST-NORTHEAST OF
 SN1537'DRAKE, 6 MILES NORTH OF ANAMOOSE AND 1-3/4 MILES SOUTHEAST
 SN1537'OF FUNSTON ALONG THE ROAD THAT RUNS NORTH FROM ANAMOOSE ON
 SN1537'THE HIGHEST POINT IN THAT AREA.  IT IS 53 FEET EAST OF THE
 SN1537'APPROXIMATE CENTER LINE OF THE ROAD, 35 FEET NORTHEAST OF
 SN1537'A SMALL TELEPHONE POLE AND 4.6 FEET EAST-NORTHEAST OF A WITNESS
 SN1537'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 SN1537'STAMPED FUNSTON 1946.
 SN1537'
 SN1537'REFERENCE MARK NO. 1 IS 62.85 FEET SOUTH-SOUTHWEST OF THE
 SN1537'STATION, 32 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE
 SN1537'ROAD AND 4 FEET WEST OF THE NORTH END OF A ROW OF SMALL TREES.
 SN1537'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FUNSTON
 SN1537'NO 1 1946.
 SN1537'
 SN1537'REFERENCE MARK NO. 2 IS 85.33 FEET NORTH-NORTHWEST OF THE
 SN1537'STATION AND 30 FEET EAST OF THE APPROXIMATE CENTER LINE OF
 SN1537'THE ROAD.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 SN1537'STAMPED FUNSTON NO 2 1946.
 SN1537'
 SN1537'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NORTH OF THE
 SN1537'STATION, 0.05 MILE SOUTH OF A CROSS ROADS, 31 FEET WEST OF
 SN1537'THE APPROXIMATE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF
 SN1537'A WITNESS POST AND 1.5 FEET WEST OF A FENCE LINE.  THE MARK
 SN1537'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FUNSTON 1946.
 SN1537'
 SN1537'TO REACH THE STATION FROM THE WATER TANK IN DRAKE, GO NORTH
 SN1537'ON THE GRAVEL ROAD FOR 6.4 MILES TO A CROSS ROADS, TURN
 SN1537'RIGHT AND GO EAST FOR 5.9 MILES TO A SIDE ROAD RIGHT.  HERE
 SN1537'TURN RIGHT AND GO SOUTH FOR 2.85 MILES TO THE AZIMUTH MARK
 SN1537'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON THE ROAD FOR 0.8
 SN1537'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 SN1537'
 SN1537'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 SN1537
 SN1537                          STATION RECOVERY (1956)
 SN1537
 SN1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 SN1537'STATION WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1538 ***********************************************************************
 SN1538  DESIGNATION -  FUNSTON 2
 SN1538  PID         -  SN1538
 SN1538  STATE/COUNTY-  ND/MCHENRY
 SN1538  USGS QUAD   -  ANAMOOSE (1958)
 SN1538
 SN1538                         *CURRENT SURVEY CONTROL
 SN1538  ___________________________________________________________________
 SN1538* NAD 83(1996)-  47 57 58.75625(N)    100 14 26.24478(W)     ADJUSTED  
 SN1538* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 SN1538  ___________________________________________________________________
 SN1538  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SN1538  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 SN1538
 SN1538  HORZ ORDER  -  SECOND
 SN1538
 SN1538.The horizontal coordinates were established by classical geodetic methods
 SN1538.and adjusted by the National Geodetic Survey in January 1998..
 SN1538
 SN1538.The orthometric height was scaled from a topographic map.
 SN1538
 SN1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1538
 SN1538.The geoid height was determined by GEOID03.
 SN1538
 SN1538;                    North         East     Units Scale Factor Converg.
 SN1538;SPC ND N     -   107,468.702   619,367.416   MT  0.99993797   +0 11 34.8
 SN1538;SPC ND N     -   352,587.60  2,032,045.33   iFT  0.99993797   +0 11 34.8
 SN1538;UTM  14      - 5,313,301.698   407,395.583   MT  0.99970537   -0 55 17.5
 SN1538
 SN1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1538!SPC ND N     -   0.99992532  x   0.99993797  =   0.99986329
 SN1538!UTM  14      -   0.99992532  x   0.99970537  =   0.99963071
 SN1538
 SN1538:                Primary Azimuth Mark                     Grid Az
 SN1538:SPC ND N     -  ANAMOOSE ST FRAN XAVIER CH               180 15 27.7
 SN1538:UTM  14      -  ANAMOOSE ST FRAN XAVIER CH               181 22 20.0
 SN1538
 SN1538|---------------------------------------------------------------------|
 SN1538| PID    Reference Object                     Distance      Geod. Az  |
 SN1538|                                                           dddmmss.s |
 SN1538| SN1536 ANAMOOSE ST FRAN XAVIER CH          APPROX. 8.8 KM 1802702.5 |
 SN1538| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX. 9.1 KM 1815121.9 |
 SN1538| CO5019 FUNSTON 2 AZ MK                                    1834056.7 |
 SN1538| CO5021 FUNSTON 2 RM 2                       22.122 METERS 18643     |
 SN1538| SN1554 DRAKE MUNICIPAL TANK                APPROX.10.7 KM 2443515.2 |
 SN1538| SN1555 DRAKE BELL TELEPHONE MICROWAVE      APPROX.10.5 KM 2451118.7 |
 SN1538| CO5020 FUNSTON 2 RM 1                       23.048 METERS 35601     |
 SN1538|---------------------------------------------------------------------|
 SN1538
 SN1538                          SUPERSEDED SURVEY CONTROL
 SN1538
 SN1538  NAD 83(1986)-  47 57 58.75956(N)    100 14 26.24442(W) AD(       ) 2
 SN1538  NAD 27      -  47 57 58.75570(N)    100 14 24.75300(W) AD(       ) 2
 SN1538
 SN1538.Superseded values are not recommended for survey control.
 SN1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1538.See file dsdata.txt to determine how the superseded data were derived.
 SN1538
 SN1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU0739613302(NAD 83)
 SN1538_MARKER: DS = TRIANGULATION STATION DISK
 SN1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1538
 SN1538  HISTORY     - Date     Condition        Report By
 SN1538  HISTORY     - 1962     MONUMENTED       CGS
 SN1538
 SN1538                          STATION DESCRIPTION
 SN1538
 SN1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1538'THE STATION IS LOCATED 5-3/4 MILES NORTH OF THE TOWN OF
 SN1538'ANAMOOSE, IN THE SW 1/4 OF SEC. 23, T152N, R75W, ON THE
 SN1538'HIGHEST PART OF A SMALL KNOLL.
 SN1538'
 SN1538'TO REACH FROM THE POST OFFICE IN ANAMOOSE, GO NORTH ON A
 SN1538'GRAVELED ROAD FOR 5.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 SN1538'CONTINUE FOR 0.4 MILE TO THE STATION ON THE RIGHT, ON THE
 SN1538'HIGHEST PART OF A SMALL KNOLL.
 SN1538'
 SN1538'THE STATION MARK IS A STANDARD DISK STAMPED FUNSTON 2 1962 AND
 SN1538'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN1538'IS FLUSH WITH THE GROUND.  IT IS 2.7 FEET WEST OF THE WITNESS
 SN1538'POST, 1,149 FEET NORTH OF THE CENTER OF A CROSSROAD, 70 FEET
 SN1538'EAST OF THE CENTER OF A GRAVEL ROAD AND 12 FEET NORTH OF
 SN1538'WEST ONE OF A ROW OF TREES.
 SN1538'
 SN1538'REFERENCE MARK NO. 1, STAMPED FUNSTON 2 NO 1 1962, IS A STANDARD
 SN1538'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1538'THAT IS FLUSH WITH THE GROUND.  IT IS 75 FEET NORTH OF THE
 SN1538'WITNESS POST AND 65 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 SN1538'
 SN1538'REFERENCE MARK NO. 2, STAMPED FUNSTON 2 NO 2 1962, IS A STANDARD
 SN1538'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1538'THAT IS FLUSH WITH THE GROUND.  IT IS 73 FEET SOUTH OF THE
 SN1538'WITNESS POST AND 61 FEET EAST OF THE CENTER OF A GRAVEL ROAD.
 SN1538'
 SN1538'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FUNSTON 2 1962
 SN1538'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN1538'PROJECTS 6 INCHES.  IT IS 86 FEET NORTH OF THE CENTER OF A FIELD
 SN1538'ROAD, 62 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1.7 FEET WEST
 SN1538'OF THE WITNESS POST AND 1.5 FEET NORTH OF A POWER POLE
 SN1538'
 SN1538'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 147.58 FEET AND 44.982
 SN1538'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0117 ***********************************************************************
 QQ0117  DESIGNATION -  G
 QQ0117  PID         -  QQ0117
 QQ0117  STATE/COUNTY-  ND/RICHLAND
 QQ0117  USGS QUAD   -  BOISBERG (1972)
 QQ0117
 QQ0117                         *CURRENT SURVEY CONTROL
 QQ0117  ___________________________________________________________________
 QQ0117* NAD 83(1986)-  45 57 10.     (N)    096 34 48.     (W)     SCALED    
 QQ0117* NAVD 88     -       296.917  (meters)     974.14   (feet)  ADJUSTED  
 QQ0117  ___________________________________________________________________
 QQ0117  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 QQ0117  DYNAMIC HT  -         296.914 (meters)     974.13  (feet)  COMP
 QQ0117  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 QQ0117
 QQ0117  VERT ORDER  -  FIRST     CLASS II
 QQ0117
 QQ0117.The horizontal coordinates were scaled from a topographic map and have
 QQ0117.an estimated accuracy of +/- 6 seconds.
 QQ0117
 QQ0117.The orthometric height was determined by differential leveling
 QQ0117.and adjusted by the National Geodetic Survey in June 1991..
 QQ0117
 QQ0117.The geoid height was determined by GEOID03.
 QQ0117
 QQ0117.The dynamic height is computed by dividing the NAVD 88
 QQ0117.geopotential number by the normal gravity value computed on the
 QQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0117.degrees latitude (g = 980.6199 gals.).
 QQ0117
 QQ0117.The modeled gravity was interpolated from observed gravity values.
 QQ0117
 QQ0117;                    North         East    Units  Estimated Accuracy
 QQ0117;SPC ND S     -    39,390.      903,800.      MT  (+/- 180 meters Scaled)
 QQ0117
 QQ0117                          SUPERSEDED SURVEY CONTROL
 QQ0117
 QQ0117  NGVD 29 (??/??/92)  296.704  (m)          973.44   (f) ADJ UNCH    1 2
 QQ0117
 QQ0117.Superseded values are not recommended for survey control.
 QQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0117.See file dsdata.txt to determine how the superseded data were derived.
 QQ0117
 QQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR875916(NAD 83)
 QQ0117_MARKER: B = BOLT
 QQ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QQ0117_STAMPING: USBM
 QQ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0117+STABILITY: SURFACE MOTION
 QQ0117
 QQ0117  HISTORY     - Date     Condition        Report By
 QQ0117  HISTORY     - UNK      MONUMENTED       CGS
 QQ0117  HISTORY     - 1934     GOOD             NGS
 QQ0117  HISTORY     - 1972     MARK NOT FOUND   USGS
 QQ0117
 QQ0117                          STATION DESCRIPTION
 QQ0117
 QQ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QQ0117'2.3 MI SE FROM BLACKMER.
 QQ0117'2.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QQ0117'PACIFIC RAILROAD FROM BLACKMER, RICHLAND COUNTY, ABOUT 0.2 MILE
 QQ0117'NORTH OF THE CROSSING OF A NORTH-AND-SOUTH SECTION-LINE ROAD,
 QQ0117'AT AN EAST-AND-WEST SECTION-LINE ROAD CROSSING, 57 FEET NORTHEAST
 QQ0117'OF THE CENTER OF THE CROSSING, AT THE SOUTHWEST CORNER OF A
 QQ0117'PASTURE, 67 FEET NORTH OF A RAILROAD RIGHT-OF-WAY MARKER, AND
 QQ0117'52 FEET EAST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT,
 QQ0117'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 QQ0117'ABOVE GROUND AND MARKED U.S.B.M.
 QQ0117
 QQ0117                          STATION RECOVERY (1972)
 QQ0117
 QQ0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 QQ0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0377 ***********************************************************************
 TE0377  DESIGNATION -  G 1
 TE0377  PID         -  TE0377
 TE0377  STATE/COUNTY-  ND/NELSON
 TE0377  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0377
 TE0377                         *CURRENT SURVEY CONTROL
 TE0377  ___________________________________________________________________
 TE0377* NAD 83(1986)-  48 01 32.     (N)    098 05 13.     (W)     SCALED    
 TE0377* NAVD 88     -       465.510  (meters)    1527.26   (feet)  POSTED    
 TE0377  ___________________________________________________________________
 TE0377  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0377  DYNAMIC HT  -         465.590 (meters)    1527.52  (feet)  COMP
 TE0377  MODELED GRAV-     980,769.7   (mgal)                       NAVD 88
 TE0377
 TE0377  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TE0377
 TE0377.The horizontal coordinates were scaled from a topographic map and have
 TE0377.an estimated accuracy of +/- 6 seconds.
 TE0377
 TE0377.The orthometric height was determined by differential leveling
 TE0377.and adjusted by the National Geodetic Survey in 1992..
 TE0377.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TE0377.rate of 1.1 thru 2.0 mm/km.
 TE0377
 TE0377.The geoid height was determined by GEOID03.
 TE0377
 TE0377.The dynamic height is computed by dividing the NAVD 88
 TE0377.geopotential number by the normal gravity value computed on the
 TE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0377.degrees latitude (g = 980.6199 gals.).
 TE0377
 TE0377.The modeled gravity was interpolated from observed gravity values.
 TE0377
 TE0377;                    North         East    Units  Estimated Accuracy
 TE0377;SPC ND N     -   116,840.      779,950.      MT  (+/- 180 meters Scaled)
 TE0377
 TE0377                          SUPERSEDED SURVEY CONTROL
 TE0377
 TE0377.No superseded survey control is available for this station.
 TE0377
 TE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU680195(NAD 83)
 TE0377_MARKER: P = PIPE CAP
 TE0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE0377_STAMPING: ELEV 1526.237 FT G 1
 TE0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0377
 TE0377  HISTORY     - Date     Condition        Report By
 TE0377  HISTORY     - UNK      MONUMENTED       CGS
 TE0377  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0377
 TE0377                          STATION DESCRIPTION
 TE0377
 TE0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0377'1.5 MI E FROM MICHIGAN.
 TE0377'1.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM MICHIGAN, NELSON
 TE0377'COUNTY, 0.5 MILE EAST OF MILEPOST 49, IN LINE WITH A ROW OF TREES
 TE0377'LEADING NORTH AND PASSING WEST OF A LARGE FARMHOUSE, AT A ROAD
 TE0377'CROSSING, 83 FEET NORTH OF THE CENTER LINE OF THE TRACK, 30 FEET WEST
 TE0377'OF THE CENTER LINE OF THE ROAD, 45.5 FEET NORTHEAST OF THE FIRST POLE
 TE0377'WEST OF THE CROSSING, IN A PLOWED FIREBREAK, AND 1 INCH UNDER GROUND.
 TE0377'A STANDARD CAP, STAMPED ELEV 1526.237 FT G 1 AND SCREWED ON THE TOP OF
 TE0377'A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0011 ***********************************************************************
 RR0011  DESIGNATION -  G 10
 RR0011  PID         -  RR0011
 RR0011  STATE/COUNTY-  ND/BURLEIGH
 RR0011  USGS QUAD   -  MOFFIT (1971)
 RR0011
 RR0011                         *CURRENT SURVEY CONTROL
 RR0011  ___________________________________________________________________
 RR0011* NAD 83(1986)-  46 40 15.     (N)    100 16 28.     (W)     SCALED    
 RR0011* NAVD 88     -       528.953  (meters)    1735.41   (feet)  ADJUSTED  
 RR0011  ___________________________________________________________________
 RR0011  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 RR0011  DYNAMIC HT  -         528.959 (meters)    1735.43  (feet)  COMP
 RR0011  MODELED GRAV-     980,607.6   (mgal)                       NAVD 88
 RR0011
 RR0011  VERT ORDER  -  FIRST     CLASS II
 RR0011
 RR0011.The horizontal coordinates were scaled from a topographic map and have
 RR0011.an estimated accuracy of +/- 6 seconds.
 RR0011
 RR0011.The orthometric height was determined by differential leveling
 RR0011.and adjusted by the National Geodetic Survey in June 1991..
 RR0011
 RR0011.The geoid height was determined by GEOID03.
 RR0011
 RR0011.The dynamic height is computed by dividing the NAVD 88
 RR0011.geopotential number by the normal gravity value computed on the
 RR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0011.degrees latitude (g = 980.6199 gals.).
 RR0011
 RR0011.The modeled gravity was interpolated from observed gravity values.
 RR0011
 RR0011;                    North         East    Units  Estimated Accuracy
 RR0011;SPC ND S     -   111,640.      617,260.      MT  (+/- 180 meters Scaled)
 RR0011
 RR0011                          SUPERSEDED SURVEY CONTROL
 RR0011
 RR0011  NGVD 29 (??/??/92)  528.547  (m)         1734.07   (f) ADJ UNCH    1 2
 RR0011
 RR0011.Superseded values are not recommended for survey control.
 RR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0011.See file dsdata.txt to determine how the superseded data were derived.
 RR0011
 RR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS025693(NAD 83)
 RR0011_MARKER: DB = BENCH MARK DISK
 RR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0011_STAMPING: 1734.075 G 10 1927
 RR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0011+STABILITY: SURFACE MOTION
 RR0011
 RR0011  HISTORY     - Date     Condition        Report By
 RR0011  HISTORY     - 1927     MONUMENTED       CGS
 RR0011  HISTORY     - 1957     GOOD             NGS
 RR0011  HISTORY     - 1985     GOOD             LOCSUR
 RR0011
 RR0011                          STATION DESCRIPTION
 RR0011
 RR0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0011'1.0 MI SE FROM MOFFIT.
 RR0011'1 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM MOFFIT,
 RR0011'BURLEIGH COUNTY, ABOUT 229 FEET SOUTHEAST OF THE CROSSING OF THE
 RR0011'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY, 83 FEET SOUTHWEST
 RR0011'OF THE CENTER LINE OF THE M. ST. P. AND S. S. M. RY., 45 FEET
 RR0011'SOUTHWEST OF THE CENTERLINE OF THE N. P. RY., 79 FEET NORTHWEST OF A
 RR0011'STOP SIGN, AND 53 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY. A
 RR0011'STANDARD DISK, STAMPED 1734.075 G 10 1927 AND SET IN THE TOP OF A
 RR0011'CONCRETE POST PROJECTING ABOUT 2-1/2 INCHES ABOVE GROUND.  NOTE-- THE
 RR0011'ROAD THAT PARALLELS THE RAILROAD IS JUST A TRACK ROAD INSTEAD OF A
 RR0011'HIGHWAY AS ORIGINALLY DESCRIBED.
 RR0011
 RR0011                          STATION RECOVERY (1985)
 RR0011
 RR0011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 RR0011'CONCRETE WAS CRACKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0674 ***********************************************************************
 TG0674  DESIGNATION -  G 10 B 1
 TG0674  PID         -  TG0674
 TG0674  STATE/COUNTY-  ND/MOUNTRAIL
 TG0674  USGS QUAD   -  EPWORTH NW (1981)
 TG0674
 TG0674                         *CURRENT SURVEY CONTROL
 TG0674  ___________________________________________________________________
 TG0674* NAD 83(1986)-  48 12 07.     (N)    102 14 07.     (W)     SCALED    
 TG0674* NAVD 88     -       691.190  (meters)    2267.68   (feet)  ADJUSTED  
 TG0674  ___________________________________________________________________
 TG0674  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0674  DYNAMIC HT  -         691.292 (meters)    2268.01  (feet)  COMP
 TG0674  MODELED GRAV-     980,734.6   (mgal)                       NAVD 88
 TG0674
 TG0674  VERT ORDER  -  SECOND    CLASS 0
 TG0674
 TG0674.The horizontal coordinates were scaled from a topographic map and have
 TG0674.an estimated accuracy of +/- 6 seconds.
 TG0674
 TG0674.The orthometric height was determined by differential leveling
 TG0674.and adjusted by the National Geodetic Survey in June 1991..
 TG0674
 TG0674.The geoid height was determined by GEOID03.
 TG0674
 TG0674.The dynamic height is computed by dividing the NAVD 88
 TG0674.geopotential number by the normal gravity value computed on the
 TG0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0674.degrees latitude (g = 980.6199 gals.).
 TG0674
 TG0674.The modeled gravity was interpolated from observed gravity values.
 TG0674
 TG0674;                    North         East    Units  Estimated Accuracy
 TG0674;SPC ND N     -   135,090.      471,030.      MT  (+/- 180 meters Scaled)
 TG0674
 TG0674                          SUPERSEDED SURVEY CONTROL
 TG0674
 TG0674  NGVD 29 (??/??/92)  690.74   (m)         2266.2    (f) COMPUTED    2 0
 TG0674
 TG0674.Superseded values are not recommended for survey control.
 TG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0674.See file dsdata.txt to determine how the superseded data were derived.
 TG0674
 TG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP054424(NAD 83)
 TG0674_MARKER: DD = SURVEY DISK
 TG0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0674_SP_SET: PEDESTAL
 TG0674_STAMPING: B 1
 TG0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0674
 TG0674  HISTORY     - Date     Condition        Report By
 TG0674  HISTORY     - UNK      MONUMENTED       DOD
 TG0674  HISTORY     - 1963     GOOD             NGS
 TG0674
 TG0674                          STATION DESCRIPTION
 TG0674
 TG0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0674'9.95 MI S FROM PALERMO.
 TG0674'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0674'AT PALERMO, THENCE 9.25 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0674'THENCE 0.25 MILE WEST ALONG AN EAST-WEST FENCE, THENCE 0.3 MILE
 TG0674'SOUTHWEST ACROSS A CULTIVATED FIELD, ON THE NORTHEAST SLOPE OF A SMALL
 TG0674'HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 34, R 90 W,
 TG0674'T 155 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0673 ***********************************************************************
 TG0673  DESIGNATION -  G 10 B 2
 TG0673  PID         -  TG0673
 TG0673  STATE/COUNTY-  ND/MOUNTRAIL
 TG0673  USGS QUAD   -  EPWORTH NW (1981)
 TG0673
 TG0673                         *CURRENT SURVEY CONTROL
 TG0673  ___________________________________________________________________
 TG0673* NAD 83(1986)-  48 12 14.     (N)    102 13 48.     (W)     SCALED    
 TG0673* NAVD 88     -       688.981  (meters)    2260.43   (feet)  ADJUSTED  
 TG0673  ___________________________________________________________________
 TG0673  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0673  DYNAMIC HT  -         689.082 (meters)    2260.76  (feet)  COMP
 TG0673  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 TG0673
 TG0673  VERT ORDER  -  SECOND    CLASS 0
 TG0673
 TG0673.The horizontal coordinates were scaled from a topographic map and have
 TG0673.an estimated accuracy of +/- 6 seconds.
 TG0673
 TG0673.The orthometric height was determined by differential leveling
 TG0673.and adjusted by the National Geodetic Survey in June 1991..
 TG0673
 TG0673.The geoid height was determined by GEOID03.
 TG0673
 TG0673.The dynamic height is computed by dividing the NAVD 88
 TG0673.geopotential number by the normal gravity value computed on the
 TG0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0673.degrees latitude (g = 980.6199 gals.).
 TG0673
 TG0673.The modeled gravity was interpolated from observed gravity values.
 TG0673
 TG0673;                    North         East    Units  Estimated Accuracy
 TG0673;SPC ND N     -   135,300.      471,430.      MT  (+/- 180 meters Scaled)
 TG0673
 TG0673                          SUPERSEDED SURVEY CONTROL
 TG0673
 TG0673  NGVD 29 (??/??/92)  688.53   (m)         2259.0    (f) COMPUTED    2 0
 TG0673
 TG0673.Superseded values are not recommended for survey control.
 TG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0673.See file dsdata.txt to determine how the superseded data were derived.
 TG0673
 TG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058426(NAD 83)
 TG0673_MARKER: DD = SURVEY DISK
 TG0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0673_SP_SET: PEDESTAL
 TG0673_STAMPING: B 2
 TG0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0673
 TG0673  HISTORY     - Date     Condition        Report By
 TG0673  HISTORY     - UNK      MONUMENTED       DOD
 TG0673  HISTORY     - 1963     GOOD             NGS
 TG0673
 TG0673                          STATION DESCRIPTION
 TG0673
 TG0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0673'9.65 MI S FROM PALERMO.
 TG0673'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0673'AT PALERMO, THENCE 9.25 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0673'THENCE 0.25 MILE WEST ALONG AN EAST-WEST FENCE, ON THE EAST SLOPE OF A
 TG0673'SLIGHT RISE, 9.0 FEET SOUTH OF THE FENCE, A 1 1/2 X 4 FOOT CONCRETE
 TG0673'PEDESTAL WITH TRIBRACH, S 34, R 90 W, T 155 N.  NOTE-- CENTER OF THE
 TG0673'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0397 ***********************************************************************
 RR0397  DESIGNATION -  G 100
 RR0397  PID         -  RR0397
 RR0397  STATE/COUNTY-  ND/GRANT
 RR0397  USGS QUAD   -  HEIL (1980)
 RR0397
 RR0397                         *CURRENT SURVEY CONTROL
 RR0397  ___________________________________________________________________
 RR0397* NAD 83(1986)-  46 23 49.     (N)    101 39 25.     (W)     SCALED    
 RR0397* NAVD 88     -       692.241  (meters)    2271.13   (feet)  ADJUSTED  
 RR0397  ___________________________________________________________________
 RR0397  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 RR0397  DYNAMIC HT  -         692.203 (meters)    2271.00  (feet)  COMP
 RR0397  MODELED GRAV-     980,536.6   (mgal)                       NAVD 88
 RR0397
 RR0397  VERT ORDER  -  SECOND    CLASS 0
 RR0397
 RR0397.The horizontal coordinates were scaled from a topographic map and have
 RR0397.an estimated accuracy of +/- 6 seconds.
 RR0397
 RR0397.The orthometric height was determined by differential leveling
 RR0397.and adjusted by the National Geodetic Survey in June 1991..
 RR0397
 RR0397.The geoid height was determined by GEOID03.
 RR0397
 RR0397.The dynamic height is computed by dividing the NAVD 88
 RR0397.geopotential number by the normal gravity value computed on the
 RR0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0397.degrees latitude (g = 980.6199 gals.).
 RR0397
 RR0397.The modeled gravity was interpolated from observed gravity values.
 RR0397
 RR0397;                    North         East    Units  Estimated Accuracy
 RR0397;SPC ND S     -    81,830.      511,030.      MT  (+/- 180 meters Scaled)
 RR0397
 RR0397                          SUPERSEDED SURVEY CONTROL
 RR0397
 RR0397  NGVD 29 (??/??/92)  691.738  (m)         2269.48   (f) ADJ UNCH    2 0
 RR0397
 RR0397.Superseded values are not recommended for survey control.
 RR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0397.See file dsdata.txt to determine how the superseded data were derived.
 RR0397
 RR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS957415(NAD 83)
 RR0397_MARKER: DB = BENCH MARK DISK
 RR0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0397_STAMPING: G-100 -- 1934
 RR0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0397+STABILITY: SURFACE MOTION
 RR0397
 RR0397  HISTORY     - Date     Condition        Report By
 RR0397  HISTORY     - 1934     MONUMENTED       CGS
 RR0397  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0397
 RR0397                          STATION DESCRIPTION
 RR0397
 RR0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0397'2.1 MI NE FROM HEIL.
 RR0397'2.1 MILES NORTHEAST OF STATION AT HEIL.  0.2 OF MILE NORTHEAST OF
 RR0397'M.P.NO.58.  875 FEET SOUTHWEST OF CENTER OF SECTION LINE ROAD CROSSING
 RR0397'TRACK.  44.2 FEET NORTHWEST OF NORTHWEST RAIL.  42 FEET NORTHEAST OF
 RR0397'CORNER POST OF R/W FENCE WHERE IT CHANGES IN WIDTH FROM 200 FEET TO
 RR0397'100 FEET.  3 FEET NORTHWEST OF A TELEGRAPH POLE.  2 FEET SOUTH EAST OF
 RR0397'R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 RR0397
 RR0397                          STATION RECOVERY (1975)
 RR0397
 RR0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0088 ***********************************************************************
 RS0088  DESIGNATION -  G 101
 RS0088  PID         -  RS0088
 RS0088  STATE/COUNTY-  ND/ADAMS
 RS0088  USGS QUAD   -  BUCYRUS (1974)
 RS0088
 RS0088                         *CURRENT SURVEY CONTROL
 RS0088  ___________________________________________________________________
 RS0088* NAD 83(1986)-  46 05 41.     (N)    102 51 01.     (W)     SCALED    
 RS0088* NAVD 88     -       865.918  (meters)    2840.93   (feet)  ADJUSTED  
 RS0088  ___________________________________________________________________
 RS0088  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 RS0088  DYNAMIC HT  -         865.824 (meters)    2840.62  (feet)  COMP
 RS0088  MODELED GRAV-     980,476.9   (mgal)                       NAVD 88
 RS0088
 RS0088  VERT ORDER  -  SECOND    CLASS 0
 RS0088
 RS0088.The horizontal coordinates were scaled from a topographic map and have
 RS0088.an estimated accuracy of +/- 6 seconds.
 RS0088
 RS0088.The orthometric height was determined by differential leveling
 RS0088.and adjusted by the National Geodetic Survey in June 1991..
 RS0088
 RS0088.The geoid height was determined by GEOID03.
 RS0088
 RS0088.The dynamic height is computed by dividing the NAVD 88
 RS0088.geopotential number by the normal gravity value computed on the
 RS0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0088.degrees latitude (g = 980.6199 gals.).
 RS0088
 RS0088.The modeled gravity was interpolated from observed gravity values.
 RS0088
 RS0088;                    North         East    Units  Estimated Accuracy
 RS0088;SPC ND S     -    50,300.      418,270.      MT  (+/- 180 meters Scaled)
 RS0088
 RS0088                          SUPERSEDED SURVEY CONTROL
 RS0088
 RS0088  NGVD 29 (??/??/92)  865.407  (m)         2839.26   (f) ADJ UNCH    2 0
 RS0088
 RS0088.Superseded values are not recommended for survey control.
 RS0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0088.See file dsdata.txt to determine how the superseded data were derived.
 RS0088
 RS0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM661068(NAD 83)
 RS0088_MARKER: DB = BENCH MARK DISK
 RS0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0088_STAMPING: G 101 1934
 RS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0088+STABILITY: SURFACE MOTION
 RS0088
 RS0088  HISTORY     - Date     Condition        Report By
 RS0088  HISTORY     - 1934     MONUMENTED       CGS
 RS0088
 RS0088                          STATION DESCRIPTION
 RS0088
 RS0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0088'3.8 MI NW FROM BUCYRUS.
 RS0088'3.8 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0088'RAILROAD FROM THE STATION AT BUCYRUS, ADAMS COUNTY, 6 POLES SOUTHEAST
 RS0088'OF MILEPOST 940, AT A ROAD CROSSING, 78 FEET SOUTHEAST OF THE CENTER
 RS0088'OF THE CROSSING, 45.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33 FEET
 RS0088'EAST OF THE CENTER LINE OF THE ROAD, 5.5 FEET EAST OF A FENCE, AND 5.3
 RS0088'FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED G 101 1934 AND SET
 RS0088'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0775 ***********************************************************************
 TG0775  DESIGNATION -  G 11 B 1
 TG0775  PID         -  TG0775
 TG0775  STATE/COUNTY-  ND/MOUNTRAIL
 TG0775  USGS QUAD   -  SHELL LAKE (1981)
 TG0775
 TG0775                         *CURRENT SURVEY CONTROL
 TG0775  ___________________________________________________________________
 TG0775* NAD 83(1986)-  48 12 00.     (N)    102 03 59.     (W)     SCALED    
 TG0775* NAVD 88     -       651.523  (meters)    2137.54   (feet)  ADJUSTED  
 TG0775  ___________________________________________________________________
 TG0775  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TG0775  DYNAMIC HT  -         651.625 (meters)    2137.87  (feet)  COMP
 TG0775  MODELED GRAV-     980,745.4   (mgal)                       NAVD 88
 TG0775
 TG0775  VERT ORDER  -  SECOND    CLASS 0
 TG0775
 TG0775.The horizontal coordinates were scaled from a topographic map and have
 TG0775.an estimated accuracy of +/- 6 seconds.
 TG0775
 TG0775.The orthometric height was determined by differential leveling
 TG0775.and adjusted by the National Geodetic Survey in June 1991..
 TG0775
 TG0775.The geoid height was determined by GEOID03.
 TG0775
 TG0775.The dynamic height is computed by dividing the NAVD 88
 TG0775.geopotential number by the normal gravity value computed on the
 TG0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0775.degrees latitude (g = 980.6199 gals.).
 TG0775
 TG0775.The modeled gravity was interpolated from observed gravity values.
 TG0775
 TG0775;                    North         East    Units  Estimated Accuracy
 TG0775;SPC ND N     -   134,600.      483,580.      MT  (+/- 180 meters Scaled)
 TG0775
 TG0775                          SUPERSEDED SURVEY CONTROL
 TG0775
 TG0775  NGVD 29 (??/??/92)  651.09   (m)         2136.1    (f) COMPUTED    2 0
 TG0775
 TG0775.Superseded values are not recommended for survey control.
 TG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0775.See file dsdata.txt to determine how the superseded data were derived.
 TG0775
 TG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP179426(NAD 83)
 TG0775_MARKER: DD = SURVEY DISK
 TG0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0775_SP_SET: PEDESTAL
 TG0775_STAMPING: B 1
 TG0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0775
 TG0775  HISTORY     - Date     Condition        Report By
 TG0775  HISTORY     - UNK      MONUMENTED       DOD
 TG0775  HISTORY     - 1963     GOOD             NGS
 TG0775
 TG0775                          STATION DESCRIPTION
 TG0775
 TG0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0775'10.9 MI S FROM BLAISDELL.
 TG0775'ABOUT 10.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0775'STATION AT BLAISDELL, THENCE 0.3 MILE EAST ACROSS A CULTIVATED FIELD,
 TG0775'ON THE CREST OF A SMALL HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0775'TRIBRACH, S 36, R 89 W, T 155 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0775'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0774 ***********************************************************************
 TG0774  DESIGNATION -  G 11 B 2
 TG0774  PID         -  TG0774
 TG0774  STATE/COUNTY-  ND/MOUNTRAIL
 TG0774  USGS QUAD   -  SHELL LAKE (1981)
 TG0774
 TG0774                         *CURRENT SURVEY CONTROL
 TG0774  ___________________________________________________________________
 TG0774* NAD 83(1986)-  48 12 03.     (N)    102 04 29.     (W)     SCALED    
 TG0774* NAVD 88     -       645.597  (meters)    2118.10   (feet)  ADJUSTED  
 TG0774  ___________________________________________________________________
 TG0774  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG0774  DYNAMIC HT  -         645.697 (meters)    2118.42  (feet)  COMP
 TG0774  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TG0774
 TG0774  VERT ORDER  -  SECOND    CLASS 0
 TG0774
 TG0774.The horizontal coordinates were scaled from a topographic map and have
 TG0774.an estimated accuracy of +/- 6 seconds.
 TG0774
 TG0774.The orthometric height was determined by differential leveling
 TG0774.and adjusted by the National Geodetic Survey in June 1991..
 TG0774
 TG0774.The geoid height was determined by GEOID03.
 TG0774
 TG0774.The dynamic height is computed by dividing the NAVD 88
 TG0774.geopotential number by the normal gravity value computed on the
 TG0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0774.degrees latitude (g = 980.6199 gals.).
 TG0774
 TG0774.The modeled gravity was interpolated from observed gravity values.
 TG0774
 TG0774;                    North         East    Units  Estimated Accuracy
 TG0774;SPC ND N     -   134,710.      482,960.      MT  (+/- 180 meters Scaled)
 TG0774
 TG0774                          SUPERSEDED SURVEY CONTROL
 TG0774
 TG0774  NGVD 29 (??/??/92)  645.16   (m)         2116.7    (f) COMPUTED    2 0
 TG0774
 TG0774.Superseded values are not recommended for survey control.
 TG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0774.See file dsdata.txt to determine how the superseded data were derived.
 TG0774
 TG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP173427(NAD 83)
 TG0774_MARKER: DD = SURVEY DISK
 TG0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0774_SP_SET: PEDESTAL
 TG0774_STAMPING: B 2
 TG0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0774
 TG0774  HISTORY     - Date     Condition        Report By
 TG0774  HISTORY     - UNK      MONUMENTED       DOD
 TG0774  HISTORY     - 1963     GOOD             NGS
 TG0774
 TG0774                          STATION DESCRIPTION
 TG0774
 TG0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0774'10.6 MI S FROM BLAISDELL.
 TG0774'ABOUT 10.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0774'STATION AT BLAISDELL, THENCE 0.1 MILE WEST ACROSS A CULTIVATED FIELD,
 TG0774'ON THE CREST OF A SMALL HILL, ABOUT 0.15 MILE NORTHWEST OF THE
 TG0774'LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 35, R 89
 TG0774'W, T 155 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0772 ***********************************************************************
 TG0772  DESIGNATION -  G 11 Z
 TG0772  PID         -  TG0772
 TG0772  STATE/COUNTY-  ND/MOUNTRAIL
 TG0772  USGS QUAD   -  SHELL LAKE (1981)
 TG0772
 TG0772                         *CURRENT SURVEY CONTROL
 TG0772  ___________________________________________________________________
 TG0772* NAD 83(1986)-  48 12 14.     (N)    102 04 25.     (W)     SCALED    
 TG0772* NAVD 88     -       642.514  (meters)    2107.98   (feet)  ADJUSTED  
 TG0772  ___________________________________________________________________
 TG0772  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG0772  DYNAMIC HT  -         642.614 (meters)    2108.31  (feet)  COMP
 TG0772  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 TG0772
 TG0772  VERT ORDER  -  SECOND    CLASS 0
 TG0772
 TG0772.The horizontal coordinates were scaled from a topographic map and have
 TG0772.an estimated accuracy of +/- 6 seconds.
 TG0772
 TG0772.The orthometric height was determined by differential leveling
 TG0772.and adjusted by the National Geodetic Survey in June 1991..
 TG0772
 TG0772.The geoid height was determined by GEOID03.
 TG0772
 TG0772.The dynamic height is computed by dividing the NAVD 88
 TG0772.geopotential number by the normal gravity value computed on the
 TG0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0772.degrees latitude (g = 980.6199 gals.).
 TG0772
 TG0772.The modeled gravity was interpolated from observed gravity values.
 TG0772
 TG0772;                    North         East    Units  Estimated Accuracy
 TG0772;SPC ND N     -   135,050.      483,050.      MT  (+/- 180 meters Scaled)
 TG0772
 TG0772                          SUPERSEDED SURVEY CONTROL
 TG0772
 TG0772  NGVD 29 (??/??/92)  642.08   (m)         2106.6    (f) COMPUTED    2 0
 TG0772
 TG0772.Superseded values are not recommended for survey control.
 TG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0772.See file dsdata.txt to determine how the superseded data were derived.
 TG0772
 TG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP174431(NAD 83)
 TG0772_MARKER: DS = TRIANGULATION STATION DISK
 TG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0772_STAMPING: G 11 Z 1962
 TG0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0772+STABILITY: SURFACE MOTION
 TG0772
 TG0772  HISTORY     - Date     Condition        Report By
 TG0772  HISTORY     - 1962     MONUMENTED       CGS
 TG0772  HISTORY     - 1963     GOOD             NGS
 TG0772
 TG0772                          STATION DESCRIPTION
 TG0772
 TG0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0772'10.3 MI S FROM BLAISDELL.
 TG0772'ABOUT 10.3 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0772'STATION AT BLAISDELL, AT THE CREST OF A HILL, 48 FEET WEST OF THE
 TG0772'CENTERLINE OF THE ROAD, 46.0 FEET NORTH OF R.M. 2, 54.0 FEET SOUTHWEST
 TG0772'OF R.M. 1, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TG0772'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S
 TG0772'35, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0773 ***********************************************************************
 TG0773  DESIGNATION -  G 11 Z RM 2
 TG0773  PID         -  TG0773
 TG0773  STATE/COUNTY-  ND/MOUNTRAIL
 TG0773  USGS QUAD   -  SHELL LAKE (1981)
 TG0773
 TG0773                         *CURRENT SURVEY CONTROL
 TG0773  ___________________________________________________________________
 TG0773* NAD 83(1986)-  48 12 14.     (N)    102 04 24.     (W)     SCALED    
 TG0773* NAVD 88     -       642.404  (meters)    2107.62   (feet)  ADJUSTED  
 TG0773  ___________________________________________________________________
 TG0773  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG0773  DYNAMIC HT  -         642.504 (meters)    2107.95  (feet)  COMP
 TG0773  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 TG0773
 TG0773  VERT ORDER  -  SECOND    CLASS 0
 TG0773
 TG0773.The horizontal coordinates were scaled from a topographic map and have
 TG0773.an estimated accuracy of +/- 6 seconds.
 TG0773
 TG0773.The orthometric height was determined by differential leveling
 TG0773.and adjusted by the National Geodetic Survey in June 1991..
 TG0773
 TG0773.The geoid height was determined by GEOID03.
 TG0773
 TG0773.The dynamic height is computed by dividing the NAVD 88
 TG0773.geopotential number by the normal gravity value computed on the
 TG0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0773.degrees latitude (g = 980.6199 gals.).
 TG0773
 TG0773.The modeled gravity was interpolated from observed gravity values.
 TG0773
 TG0773;                    North         East    Units  Estimated Accuracy
 TG0773;SPC ND N     -   135,050.      483,070.      MT  (+/- 180 meters Scaled)
 TG0773
 TG0773                          SUPERSEDED SURVEY CONTROL
 TG0773
 TG0773  NGVD 29 (??/??/92)  641.97   (m)         2106.2    (f) COMPUTED    2 0
 TG0773
 TG0773.Superseded values are not recommended for survey control.
 TG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0773.See file dsdata.txt to determine how the superseded data were derived.
 TG0773
 TG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP174431(NAD 83)
 TG0773_MARKER: DR = REFERENCE MARK DISK
 TG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0773_STAMPING: G 11 Z NO 2 1962
 TG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0773+STABILITY: SURFACE MOTION
 TG0773
 TG0773  HISTORY     - Date     Condition        Report By
 TG0773  HISTORY     - 1962     MONUMENTED       CGS
 TG0773  HISTORY     - 1963     GOOD             NGS
 TG0773
 TG0773                          STATION DESCRIPTION
 TG0773
 TG0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0773'10.3 MI S FROM BLAISDELL.
 TG0773'ABOUT 10.3 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0773'STATION AT BLAISDELL, 48.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TG0773'100.0 FEET SOUTH OF R.M. 1, 46.0 FEET SOUTH OF THE STATION MARK, ABOUT
 TG0773'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0773'0.2 FOOT, S 35, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0656 ***********************************************************************
 SM0656  DESIGNATION -  G 118
 SM0656  PID         -  SM0656
 SM0656  STATE/COUNTY-  ND/EDDY
 SM0656  USGS QUAD   -  HAMAR (1962)
 SM0656
 SM0656                         *CURRENT SURVEY CONTROL
 SM0656  ___________________________________________________________________
 SM0656* NAD 83(1986)-  47 50 43.     (N)    098 34 04.     (W)     SCALED    
 SM0656* NAVD 88     -       449.717  (meters)    1475.45   (feet)  ADJUSTED  
 SM0656  ___________________________________________________________________
 SM0656  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 SM0656  DYNAMIC HT  -         449.784 (meters)    1475.67  (feet)  COMP
 SM0656  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 SM0656
 SM0656  VERT ORDER  -  SECOND    CLASS 0
 SM0656
 SM0656.The horizontal coordinates were scaled from a topographic map and have
 SM0656.an estimated accuracy of +/- 6 seconds.
 SM0656
 SM0656.The orthometric height was determined by differential leveling
 SM0656.and adjusted by the National Geodetic Survey in June 1991..
 SM0656
 SM0656.The geoid height was determined by GEOID03.
 SM0656
 SM0656.The dynamic height is computed by dividing the NAVD 88
 SM0656.geopotential number by the normal gravity value computed on the
 SM0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0656.degrees latitude (g = 980.6199 gals.).
 SM0656
 SM0656.The modeled gravity was interpolated from observed gravity values.
 SM0656
 SM0656;                    North         East    Units  Estimated Accuracy
 SM0656;SPC ND N     -    95,790.      744,600.      MT  (+/- 180 meters Scaled)
 SM0656
 SM0656                          SUPERSEDED SURVEY CONTROL
 SM0656
 SM0656  NGVD 29 (??/??/92)  449.358  (m)         1474.27   (f) ADJ UNCH    2 0
 SM0656
 SM0656.Superseded values are not recommended for survey control.
 SM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0656.See file dsdata.txt to determine how the superseded data were derived.
 SM0656
 SM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT323991(NAD 83)
 SM0656_MARKER: DB = BENCH MARK DISK
 SM0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0656_STAMPING: G-118 1934
 SM0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0656+STABILITY: SURFACE MOTION
 SM0656
 SM0656  HISTORY     - Date     Condition        Report By
 SM0656  HISTORY     - 1934     MONUMENTED       CGS
 SM0656  HISTORY     - 1949     MARK NOT FOUND   USGS
 SM0656
 SM0656                          STATION DESCRIPTION
 SM0656
 SM0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0656'0.42 MI E FROM HAMAR.
 SM0656'0.42 MILES EAST OF HAMAR, SCHOOL.  ALONG GREAT NORTHERN RAILROAD AT
 SM0656'MILEPOST 97, SET IN CONCRETE POST 7 FEET SOUTH OF POLE, 60 FEET
 SM0656'NORTHWEST OF THE CENTERLINE OF TRACK, AT RAIL LEVEL.
 SM0656
 SM0656                          STATION RECOVERY (1949)
 SM0656
 SM0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 SM0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0670 ***********************************************************************
 SM0670  DESIGNATION -  G 119
 SM0670  PID         -  SM0670
 SM0670  STATE/COUNTY-  ND/EDDY
 SM0670  USGS QUAD   -  HAMAR (1962)
 SM0670
 SM0670                         *CURRENT SURVEY CONTROL
 SM0670  ___________________________________________________________________
 SM0670* NAD 83(1986)-  47 50 36.     (N)    098 34 35.     (W)     SCALED    
 SM0670* NAVD 88     -       449.511  (meters)    1474.77   (feet)  ADJUSTED  
 SM0670  ___________________________________________________________________
 SM0670  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 SM0670  DYNAMIC HT  -         449.578 (meters)    1474.99  (feet)  COMP
 SM0670  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 SM0670
 SM0670  VERT ORDER  -  SECOND    CLASS 0
 SM0670
 SM0670.The horizontal coordinates were scaled from a topographic map and have
 SM0670.an estimated accuracy of +/- 6 seconds.
 SM0670
 SM0670.The orthometric height was determined by differential leveling
 SM0670.and adjusted by the National Geodetic Survey in June 1991..
 SM0670
 SM0670.The geoid height was determined by GEOID03.
 SM0670
 SM0670.The dynamic height is computed by dividing the NAVD 88
 SM0670.geopotential number by the normal gravity value computed on the
 SM0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0670.degrees latitude (g = 980.6199 gals.).
 SM0670
 SM0670.The modeled gravity was interpolated from observed gravity values.
 SM0670
 SM0670;                    North         East    Units  Estimated Accuracy
 SM0670;SPC ND N     -    95,560.      743,960.      MT  (+/- 180 meters Scaled)
 SM0670
 SM0670                          SUPERSEDED SURVEY CONTROL
 SM0670
 SM0670  NGVD 29 (??/??/92)  449.152  (m)         1473.59   (f) ADJ UNCH    2 0
 SM0670
 SM0670.Superseded values are not recommended for survey control.
 SM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0670.See file dsdata.txt to determine how the superseded data were derived.
 SM0670
 SM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT316989(NAD 83)
 SM0670_MARKER: DB = BENCH MARK DISK
 SM0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0670_STAMPING: G 119 1934
 SM0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0670+STABILITY: SURFACE MOTION
 SM0670
 SM0670  HISTORY     - Date     Condition        Report By
 SM0670  HISTORY     - 1934     MONUMENTED       CGS
 SM0670  HISTORY     - 1963     GOOD             NGS
 SM0670
 SM0670                          STATION DESCRIPTION
 SM0670
 SM0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0670'0.15 MI SW FROM HAMAR.
 SM0670'ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GREAT
 SM0670'NORTHERN RAILWAY STATION AT HAMAR, IN SECTION 3, T 150 N, R 62 W, AT A
 SM0670'CURVE IN THE ROAD, 79 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 7
 SM0670'FEET WEST OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 SM0670'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0360 ***********************************************************************
 TF0360  DESIGNATION -  G 123
 TF0360  PID         -  TF0360
 TF0360  STATE/COUNTY-  ND/MCHENRY
 TF0360  USGS QUAD   -  NORWICH (1949)
 TF0360
 TF0360                         *CURRENT SURVEY CONTROL
 TF0360  ___________________________________________________________________
 TF0360* NAD 83(1986)-  48 10 06.     (N)    100 54 35.     (W)     SCALED    
 TF0360* NAVD 88     -       478.556  (meters)    1570.06   (feet)  ADJUSTED  
 TF0360  ___________________________________________________________________
 TF0360  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF0360  DYNAMIC HT  -         478.634 (meters)    1570.32  (feet)  COMP
 TF0360  MODELED GRAV-     980,759.7   (mgal)                       NAVD 88
 TF0360
 TF0360  VERT ORDER  -  SECOND    CLASS 0
 TF0360
 TF0360.The horizontal coordinates were scaled from a topographic map and have
 TF0360.an estimated accuracy of +/- 6 seconds.
 TF0360
 TF0360.The orthometric height was determined by differential leveling
 TF0360.and adjusted by the National Geodetic Survey in June 1991..
 TF0360
 TF0360.The geoid height was determined by GEOID03.
 TF0360
 TF0360.The dynamic height is computed by dividing the NAVD 88
 TF0360.geopotential number by the normal gravity value computed on the
 TF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0360.degrees latitude (g = 980.6199 gals.).
 TF0360
 TF0360.The modeled gravity was interpolated from observed gravity values.
 TF0360
 TF0360;                    North         East    Units  Estimated Accuracy
 TF0360;SPC ND N     -   129,980.      569,530.      MT  (+/- 180 meters Scaled)
 TF0360
 TF0360                          SUPERSEDED SURVEY CONTROL
 TF0360
 TF0360  NGVD 29 (??/??/92)  478.182  (m)         1568.84   (f) ADJ UNCH    2 0
 TF0360
 TF0360.Superseded values are not recommended for survey control.
 TF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0360.See file dsdata.txt to determine how the superseded data were derived.
 TF0360
 TF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU580367(NAD 83)
 TF0360_MARKER: DB = BENCH MARK DISK
 TF0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0360_STAMPING: G 123 1934
 TF0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0360+STABILITY: SURFACE MOTION
 TF0360
 TF0360  HISTORY     - Date     Condition        Report By
 TF0360  HISTORY     - 1934     MONUMENTED       CGS
 TF0360  HISTORY     - 1962     GOOD             NGS
 TF0360
 TF0360                          STATION DESCRIPTION
 TF0360
 TF0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0360'2.1 MI NW FROM SIMCOE.
 TF0360'ABOUT 2.1 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0360'STATION AT SIMCOE, ABOUT 0.15 MILE NORTHWEST OF A GRAVELED ROAD
 TF0360'CROSSING, AT MILEPOST 214, 37.6 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TF0360'27.5 FEET EAST NORTHEAST OF THE MILEPOST, 14.5 FEET SOUTHEAST OF A
 TF0360'TELEGRAPH POLE, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET
 TF0360'BELOW THE LEVEL OF THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 TF0360'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0580 ***********************************************************************
 TF0580  DESIGNATION -  G 124
 TF0580  PID         -  TF0580
 TF0580  STATE/COUNTY-  ND/RENVILLE
 TF0580  USGS QUAD   -  LANSFORD SE (1949)
 TF0580
 TF0580                         *CURRENT SURVEY CONTROL
 TF0580  ___________________________________________________________________
 TF0580* NAD 83(1986)-  48 33 52.     (N)    101 17 23.     (W)     SCALED    
 TF0580* NAVD 88     -       483.771  (meters)    1587.17   (feet)  ADJUSTED  
 TF0580  ___________________________________________________________________
 TF0580  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TF0580  DYNAMIC HT  -         483.868 (meters)    1587.49  (feet)  COMP
 TF0580  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TF0580
 TF0580  VERT ORDER  -  SECOND    CLASS 0
 TF0580
 TF0580.The horizontal coordinates were scaled from a topographic map and have
 TF0580.an estimated accuracy of +/- 6 seconds.
 TF0580
 TF0580.The orthometric height was determined by differential leveling
 TF0580.and adjusted by the National Geodetic Survey in June 1991..
 TF0580
 TF0580.The geoid height was determined by GEOID03.
 TF0580
 TF0580.The dynamic height is computed by dividing the NAVD 88
 TF0580.geopotential number by the normal gravity value computed on the
 TF0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0580.degrees latitude (g = 980.6199 gals.).
 TF0580
 TF0580.The modeled gravity was interpolated from observed gravity values.
 TF0580
 TF0580;                    North         East    Units  Estimated Accuracy
 TF0580;SPC ND N     -   174,240.      541,720.      MT  (+/- 180 meters Scaled)
 TF0580
 TF0580                          SUPERSEDED SURVEY CONTROL
 TF0580
 TF0580  NGVD 29 (??/??/92)  483.419  (m)         1586.02   (f) ADJ UNCH    2 0
 TF0580
 TF0580.Superseded values are not recommended for survey control.
 TF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0580.See file dsdata.txt to determine how the superseded data were derived.
 TF0580
 TF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU310815(NAD 83)
 TF0580_MARKER: DB = BENCH MARK DISK
 TF0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0580_STAMPING: G 124 1934
 TF0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0580+STABILITY: SURFACE MOTION
 TF0580
 TF0580  HISTORY     - Date     Condition        Report By
 TF0580  HISTORY     - 1934     MONUMENTED       CGS
 TF0580  HISTORY     - 1935     GOOD             NGS
 TF0580
 TF0580                          STATION DESCRIPTION
 TF0580
 TF0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0580'4.6 MI NW FROM GLENBURN.
 TF0580'IN BOTTINEAU COUNTY, 4.6 MILES NORTHWEST ALONG THE GREAT NORTHERN
 TF0580'RAILWAY FROM THE STATION AT GLENBURN, RENVILLE COUNTY, 2 POLES
 TF0580'SOUTHEAST OF MILEPOST 29, AT A PRIVATE-ROAD CROSSING, 48 FEET
 TF0580'SOUTHEAST OF THE CENTERLINE OF A GATEWAY, 38 FEET NORTHEAST OF THE
 TF0580'CENTERLINE OF THE TRACK, 12 FEET SOUTHWEST OF A FENCE, 9 FEET WEST OF
 TF0580'A POLE, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 TF0580'STAMPED G 124 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0829 ***********************************************************************
 SM0829  DESIGNATION -  G 125
 SM0829  PID         -  SM0829
 SM0829  STATE/COUNTY-  ND/STUTSMAN
 SM0829  USGS QUAD   -  LAKE LOUISE (1986)
 SM0829
 SM0829                         *CURRENT SURVEY CONTROL
 SM0829  ___________________________________________________________________
 SM0829* NAD 83(1986)-  47 07 27.     (N)    099 22 53.     (W)     SCALED    
 SM0829* NAVD 88     -       585.660  (meters)    1921.45   (feet)  ADJUSTED  
 SM0829  ___________________________________________________________________
 SM0829  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 SM0829  DYNAMIC HT  -         585.688 (meters)    1921.54  (feet)  COMP
 SM0829  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 SM0829
 SM0829  VERT ORDER  -  SECOND    CLASS 0
 SM0829
 SM0829.The horizontal coordinates were scaled from a topographic map and have
 SM0829.an estimated accuracy of +/- 6 seconds.
 SM0829
 SM0829.The orthometric height was determined by differential leveling
 SM0829.and adjusted by the National Geodetic Survey in June 1991..
 SM0829
 SM0829.The geoid height was determined by GEOID03.
 SM0829
 SM0829.The dynamic height is computed by dividing the NAVD 88
 SM0829.geopotential number by the normal gravity value computed on the
 SM0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0829.degrees latitude (g = 980.6199 gals.).
 SM0829
 SM0829.The modeled gravity was interpolated from observed gravity values.
 SM0829
 SM0829;                    North         East    Units  Estimated Accuracy
 SM0829;SPC ND S     -   162,620.      684,870.      MT  (+/- 180 meters Scaled)
 SM0829
 SM0829                          SUPERSEDED SURVEY CONTROL
 SM0829
 SM0829  NGVD 29 (??/??/92)  585.236  (m)         1920.06   (f) ADJ UNCH    2 0
 SM0829
 SM0829.Superseded values are not recommended for survey control.
 SM0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0829.See file dsdata.txt to determine how the superseded data were derived.
 SM0829
 SM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT710190(NAD 83)
 SM0829_MARKER: DB = BENCH MARK DISK
 SM0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0829_STAMPING: G 125 1934
 SM0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0829+STABILITY: SURFACE MOTION
 SM0829
 SM0829  HISTORY     - Date     Condition        Report By
 SM0829  HISTORY     - 1934     MONUMENTED       CGS
 SM0829  HISTORY     - 1960     GOOD             NGS
 SM0829
 SM0829                          STATION DESCRIPTION
 SM0829
 SM0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0829'1.9 MI E FROM MARSTONMOOR.
 SM0829'1.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0829'MARSTONMOOR, STUTSMAN COUNTY, ABOUT 15 POLES WEST OF MILEPOST 24, AT
 SM0829'THE WEST END OF A SHORT CUT, 31 FEET SOUTH OF THE CENTER LINE OF THE
 SM0829'TRACK, 9 FEET NORTH OF A POLE, AND ABOUT 4 FEET LOWER THAN THE TOP OF
 SM0829'THE RAIL.  A STANDARD DISK, STAMPED G 125 1934 AND SET IN THE TOP OF A
 SM0829'CONCRETE POST.  NOTE-- 9 FEET NORTH OF THE 11TH POLE WEST OF A
 SM0829'SECTION-LINE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0240 ***********************************************************************
 RR0240  DESIGNATION -  G 127
 RR0240  PID         -  RR0240
 RR0240  STATE/COUNTY-  ND/MORTON
 RR0240  USGS QUAD   -  BISMARCK (1976)
 RR0240
 RR0240                         *CURRENT SURVEY CONTROL
 RR0240  ___________________________________________________________________
 RR0240* NAD 83(1986)-  46 49 41.     (N)    100 52 20.     (W)     SCALED    
 RR0240* NAVD 88     -       504.339  (meters)    1654.65   (feet)  ADJUSTED  
 RR0240  ___________________________________________________________________
 RR0240  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 RR0240  DYNAMIC HT  -         504.347 (meters)    1654.68  (feet)  COMP
 RR0240  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 RR0240
 RR0240  VERT ORDER  -  SECOND    CLASS 0
 RR0240
 RR0240.The horizontal coordinates were scaled from a topographic map and have
 RR0240.an estimated accuracy of +/- 6 seconds.
 RR0240
 RR0240.The orthometric height was determined by differential leveling
 RR0240.and adjusted by the National Geodetic Survey in June 1991..
 RR0240
 RR0240.The geoid height was determined by GEOID03.
 RR0240
 RR0240.The dynamic height is computed by dividing the NAVD 88
 RR0240.geopotential number by the normal gravity value computed on the
 RR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0240.degrees latitude (g = 980.6199 gals.).
 RR0240
 RR0240.The modeled gravity was interpolated from observed gravity values.
 RR0240
 RR0240;                    North         East    Units  Estimated Accuracy
 RR0240;SPC ND S     -   129,160.      571,600.      MT  (+/- 180 meters Scaled)
 RR0240
 RR0240                          SUPERSEDED SURVEY CONTROL
 RR0240
 RR0240  NGVD 29 (??/??/92)  503.914  (m)         1653.26   (f) ADJ UNCH    2 0
 RR0240
 RR0240.Superseded values are not recommended for survey control.
 RR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0240.See file dsdata.txt to determine how the superseded data were derived.
 RR0240
 RR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS572877(NAD 83)
 RR0240_MARKER: DB = BENCH MARK DISK
 RR0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0240_SP_SET: ABUTMENT
 RR0240_STAMPING: G-127 1934
 RR0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0240
 RR0240  HISTORY     - Date     Condition        Report By
 RR0240  HISTORY     - 1934     MONUMENTED       CGS
 RR0240  HISTORY     - 1956     GOOD             NGS
 RR0240  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0240
 RR0240                          STATION DESCRIPTION
 RR0240
 RR0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0240'IN MANDAN.
 RR0240'ALONG THE NORTHERN PACIFIC RAILROAD, 0.9 MILES EAST OF DEPOT, ABOUT
 RR0240'0.2 MILES EAST OF JUNCTION, AT CONCRETE HIWAY UNDERPASS.  SET IN SOUTH
 RR0240'END OF WEST ABUTMENT, 1 FOOT BELOW TOP OF RAIL.
 RR0240
 RR0240                          STATION RECOVERY (1956)
 RR0240
 RR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0240'RECOVERED IN GOOD CONDITION.
 RR0240
 RR0240                          STATION RECOVERY (1982)
 RR0240
 RR0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0240'THE HEADWALL IS NO LONGER AT THIS LOCATION AND THE MARK IS PROBABLY
 RR0240'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0115 ***********************************************************************
 RR0115  DESIGNATION -  G 128
 RR0115  PID         -  RR0115
 RR0115  STATE/COUNTY-  ND/SIOUX
 RR0115  USGS QUAD   -  CANNON BALL (1968)
 RR0115
 RR0115                         *CURRENT SURVEY CONTROL
 RR0115  ___________________________________________________________________
 RR0115* NAD 83(1986)-  46 24 09.     (N)    100 35 05.     (W)     SCALED    
 RR0115* NAVD 88     -       492.577  (meters)    1616.06   (feet)  ADJUSTED  
 RR0115  ___________________________________________________________________
 RR0115  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 RR0115  DYNAMIC HT  -         492.571 (meters)    1616.04  (feet)  COMP
 RR0115  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 RR0115
 RR0115  VERT ORDER  -  SECOND    CLASS 0
 RR0115
 RR0115.The horizontal coordinates were scaled from a topographic map and have
 RR0115.an estimated accuracy of +/- 6 seconds.
 RR0115
 RR0115.The orthometric height was determined by differential leveling
 RR0115.and adjusted by the National Geodetic Survey in June 1991..
 RR0115
 RR0115.The geoid height was determined by GEOID03.
 RR0115
 RR0115.The dynamic height is computed by dividing the NAVD 88
 RR0115.geopotential number by the normal gravity value computed on the
 RR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0115.degrees latitude (g = 980.6199 gals.).
 RR0115
 RR0115.The modeled gravity was interpolated from observed gravity values.
 RR0115
 RR0115;                    North         East    Units  Estimated Accuracy
 RR0115;SPC ND S     -    81,800.      593,490.      MT  (+/- 180 meters Scaled)
 RR0115
 RR0115                          SUPERSEDED SURVEY CONTROL
 RR0115
 RR0115  NGVD 29 (??/??/92)  492.174  (m)         1614.74   (f) ADJ UNCH    2 0
 RR0115
 RR0115.Superseded values are not recommended for survey control.
 RR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0115.See file dsdata.txt to determine how the superseded data were derived.
 RR0115
 RR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS781399(NAD 83)
 RR0115_MARKER: DB = BENCH MARK DISK
 RR0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0115_SP_SET: FOUNDATION
 RR0115_STAMPING: G 128 1934
 RR0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0115
 RR0115  HISTORY     - Date     Condition        Report By
 RR0115  HISTORY     - 1934     MONUMENTED       CGS
 RR0115  HISTORY     - 1956     GOOD             NGS
 RR0115
 RR0115                          STATION DESCRIPTION
 RR0115
 RR0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0115'IN CANNON BALL.
 RR0115'AT CANNON BALL, SIOUX COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT
 RR0115'200 FEET NORTH OF THE STATION, AT THE WATER TANK, NEAR THE CENTER OF
 RR0115'THE TOP OF THE SOUTHEAST CONCRETE BLOCK FOUNDATION, AND 12 FEET WEST
 RR0115'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 128
 RR0115'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0166 ***********************************************************************
 RR0166  DESIGNATION -  G 129
 RR0166  PID         -  RR0166
 RR0166  STATE/COUNTY-  ND/SIOUX
 RR0166  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0166
 RR0166                         *CURRENT SURVEY CONTROL
 RR0166  ___________________________________________________________________
 RR0166* NAD 83(1986)-  46 01 49.     (N)    100 49 48.     (W)     SCALED    
 RR0166* NAVD 88     -       601.318  (meters)    1972.82   (feet)  ADJUSTED  
 RR0166  ___________________________________________________________________
 RR0166  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 RR0166  DYNAMIC HT  -         601.282 (meters)    1972.71  (feet)  COMP
 RR0166  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 RR0166
 RR0166  VERT ORDER  -  SECOND    CLASS 0
 RR0166
 RR0166.The horizontal coordinates were scaled from a topographic map and have
 RR0166.an estimated accuracy of +/- 6 seconds.
 RR0166
 RR0166.The orthometric height was determined by differential leveling
 RR0166.and adjusted by the National Geodetic Survey in June 1991..
 RR0166.WARNING-Repeat measurements at this control monument indicate possible
 RR0166.vertical movement.
 RR0166
 RR0166.The geoid height was determined by GEOID03.
 RR0166
 RR0166.The dynamic height is computed by dividing the NAVD 88
 RR0166.geopotential number by the normal gravity value computed on the
 RR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0166.degrees latitude (g = 980.6199 gals.).
 RR0166
 RR0166.The modeled gravity was interpolated from observed gravity values.
 RR0166
 RR0166;                    North         East    Units  Estimated Accuracy
 RR0166;SPC ND S     -    40,470.      574,450.      MT  (+/- 180 meters Scaled)
 RR0166
 RR0166                          SUPERSEDED SURVEY CONTROL
 RR0166
 RR0166  NGVD 29 (??/??/92)  600.908  (m)         1971.48   (f) ADJ UNCH    2 0
 RR0166
 RR0166.Superseded values are not recommended for survey control.
 RR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0166.See file dsdata.txt to determine how the superseded data were derived.
 RR0166
 RR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR583990(NAD 83)
 RR0166_MARKER: DB = BENCH MARK DISK
 RR0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0166_SP_SET: CULVERT
 RR0166_STAMPING: G 129 1934
 RR0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0166
 RR0166  HISTORY     - Date     Condition        Report By
 RR0166  HISTORY     - 1934     MONUMENTED       CGS
 RR0166  HISTORY     - 1958     GOOD             NGS
 RR0166
 RR0166                          STATION DESCRIPTION
 RR0166
 RR0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RR0166'5.5 MI E FROM SELFRIDGE.
 RR0166'5.5 MILES EAST ALONG STATE HIGHWAY 6 FROM THE CHICAGO, MILWAUKEE, ST.
 RR0166'PAUL AND PACIFIC RAILROAD STATION AT SELFRIDGE, SIOUX COUNTY, AT THE
 RR0166'BOTTOM OF A DRAW, AT A LARGE BOX-CULVERT, IN THE CENTER OF THE TOP OF
 RR0166'THE NORTH CONCRETE HEAD WALL, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 RR0166'A STANDARD DISK, STAMPED G 129 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1041 ***********************************************************************
 TF1041  DESIGNATION -  G 13 RESET
 TF1041  PID         -  TF1041
 TF1041  STATE/COUNTY-  ND/WARD
 TF1041  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1041
 TF1041                         *CURRENT SURVEY CONTROL
 TF1041  ___________________________________________________________________
 TF1041* NAD 83(1986)-  48 04 23.     (N)    101 17 47.     (W)     SCALED    
 TF1041* NAVD 88     -       584.380  (meters)    1917.25   (feet)  ADJUSTED  
 TF1041  ___________________________________________________________________
 TF1041  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TF1041  DYNAMIC HT  -         584.461 (meters)    1917.52  (feet)  COMP
 TF1041  MODELED GRAV-     980,731.6   (mgal)                       NAVD 88
 TF1041
 TF1041  VERT ORDER  -  FIRST     CLASS II
 TF1041
 TF1041.The horizontal coordinates were scaled from a topographic map and have
 TF1041.an estimated accuracy of +/- 6 seconds.
 TF1041
 TF1041.The orthometric height was determined by differential leveling
 TF1041.and adjusted by the National Geodetic Survey in June 1991..
 TF1041
 TF1041.The geoid height was determined by GEOID03.
 TF1041
 TF1041.The dynamic height is computed by dividing the NAVD 88
 TF1041.geopotential number by the normal gravity value computed on the
 TF1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1041.degrees latitude (g = 980.6199 gals.).
 TF1041
 TF1041.The modeled gravity was interpolated from observed gravity values.
 TF1041
 TF1041;                    North         East    Units  Estimated Accuracy
 TF1041;SPC ND N     -   119,610.      540,660.      MT  (+/- 180 meters Scaled)
 TF1041
 TF1041                          SUPERSEDED SURVEY CONTROL
 TF1041
 TF1041  NGVD 29 (??/??/92)  584.000  (m)         1916.01   (f) ADJ UNCH    1 2
 TF1041
 TF1041.Superseded values are not recommended for survey control.
 TF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1041.See file dsdata.txt to determine how the superseded data were derived.
 TF1041
 TF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289269(NAD 83)
 TF1041_MARKER: DB = BENCH MARK DISK
 TF1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1041_STAMPING: G 13 1927 RESET 1935
 TF1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1041+STABILITY: SURFACE MOTION
 TF1041
 TF1041  HISTORY     - Date     Condition        Report By
 TF1041  HISTORY     - 1935     MONUMENTED       CGS
 TF1041  HISTORY     - 1962     GOOD             NGS
 TF1041
 TF1041                          STATION DESCRIPTION
 TF1041
 TF1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1041'10.9 MI S FROM MINOT.
 TF1041'10.9 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1041'AT THE INTERSECTION OF A FARM ROAD, 56 FEET EAST OF THE CENTER LINE OF
 TF1041'THE HIGHWAY, 28 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 5.5
 TF1041'FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH THE POLES, 1.3 FEET
 TF1041'SOUTH OF A WITNESS POST, 1.5 FEET BELOW THE HIGHWAY, A DISK IN THE TOP
 TF1041'OF A CONCRETE POST ABOUT 0.2 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1042 ***********************************************************************
 TF1042  DESIGNATION -  G 13 RESET
 TF1042  PID         -  TF1042
 TF1042  STATE/COUNTY-  ND/WARD
 TF1042  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1042
 TF1042                         *CURRENT SURVEY CONTROL
 TF1042  ___________________________________________________________________
 TF1042* NAD 83(1986)-  48 04 24.     (N)    101 17 48.     (W)     SCALED    
 TF1042* NAVD 88     -       584.310  (meters)    1917.02   (feet)  ADJUSTED  
 TF1042  ___________________________________________________________________
 TF1042  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TF1042  DYNAMIC HT  -         584.392 (meters)    1917.29  (feet)  COMP
 TF1042  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 TF1042
 TF1042  VERT ORDER  -  FIRST     CLASS II
 TF1042
 TF1042.The horizontal coordinates were scaled from a topographic map and have
 TF1042.an estimated accuracy of +/- 6 seconds.
 TF1042
 TF1042.The orthometric height was determined by differential leveling
 TF1042.and adjusted by the National Geodetic Survey in June 1991..
 TF1042
 TF1042.The geoid height was determined by GEOID03.
 TF1042
 TF1042.The dynamic height is computed by dividing the NAVD 88
 TF1042.geopotential number by the normal gravity value computed on the
 TF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1042.degrees latitude (g = 980.6199 gals.).
 TF1042
 TF1042.The modeled gravity was interpolated from observed gravity values.
 TF1042
 TF1042;                    North         East    Units  Estimated Accuracy
 TF1042;SPC ND N     -   119,640.      540,640.      MT  (+/- 180 meters Scaled)
 TF1042
 TF1042                          SUPERSEDED SURVEY CONTROL
 TF1042
 TF1042.No superseded survey control is available for this station.
 TF1042
 TF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289270(NAD 83)
 TF1042_MARKER: DB = BENCH MARK DISK
 TF1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1042_STAMPING: G 13 RESET 1964
 TF1042_MARK LOGO: CGS   
 TF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1042+STABILITY: SURFACE MOTION
 TF1042
 TF1042  HISTORY     - Date     Condition        Report By
 TF1042  HISTORY     - 1964     MONUMENTED       CGS
 TF1042  HISTORY     - 1982     GOOD             NGS
 TF1042
 TF1042                          STATION DESCRIPTION
 TF1042
 TF1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1042'10.9 MI S FROM MINOT.
 TF1042'ABOUT 10.9 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1042'MINOT, WARD COUNTY, AT THE HALF-SECTION LINE, ABOUT 157 FEET EAST OF
 TF1042'THE CENTERLINE OF THE EAST LANE OF THE DUAL HIGHWAY, 13 FEET SOUTH OF
 TF1042'THE CENTER OF THE FIELD ROAD THROUGHT THE CENTER OF THE SECTION AND 2
 TF1042'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 TF1042'POST PROJECTING 4 INCHES.
 TF1042
 TF1042                          STATION RECOVERY (1982)
 TF1042
 TF1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0375 ***********************************************************************
 RR0375  DESIGNATION -  G 130
 RR0375  PID         -  RR0375
 RR0375  STATE/COUNTY-  ND/MORTON
 RR0375  USGS QUAD   -  BURGESS (1980)
 RR0375
 RR0375                         *CURRENT SURVEY CONTROL
 RR0375  ___________________________________________________________________
 RR0375* NAD 83(1986)-  46 25 20.     (N)    101 06 31.     (W)     SCALED    
 RR0375* NAVD 88     -       551.815  (meters)    1810.41   (feet)  ADJUSTED  
 RR0375  ___________________________________________________________________
 RR0375  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 RR0375  DYNAMIC HT  -         551.797 (meters)    1810.35  (feet)  COMP
 RR0375  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 RR0375
 RR0375  VERT ORDER  -  SECOND    CLASS 0
 RR0375
 RR0375.The horizontal coordinates were scaled from a topographic map and have
 RR0375.an estimated accuracy of +/- 6 seconds.
 RR0375
 RR0375.The orthometric height was determined by differential leveling
 RR0375.and adjusted by the National Geodetic Survey in June 1991..
 RR0375
 RR0375.The geoid height was determined by GEOID03.
 RR0375
 RR0375.The dynamic height is computed by dividing the NAVD 88
 RR0375.geopotential number by the normal gravity value computed on the
 RR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0375.degrees latitude (g = 980.6199 gals.).
 RR0375
 RR0375.The modeled gravity was interpolated from observed gravity values.
 RR0375
 RR0375;                    North         East    Units  Estimated Accuracy
 RR0375;SPC ND S     -    84,170.      553,220.      MT  (+/- 180 meters Scaled)
 RR0375
 RR0375                          SUPERSEDED SURVEY CONTROL
 RR0375
 RR0375  NGVD 29 (??/??/92)  551.366  (m)         1808.94   (f) ADJ UNCH    2 0
 RR0375
 RR0375.Superseded values are not recommended for survey control.
 RR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0375.See file dsdata.txt to determine how the superseded data were derived.
 RR0375
 RR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS379431(NAD 83)
 RR0375_MARKER: DB = BENCH MARK DISK
 RR0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0375_STAMPING: 1808.891 G 130 1934
 RR0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0375+STABILITY: SURFACE MOTION
 RR0375
 RR0375  HISTORY     - Date     Condition        Report By
 RR0375  HISTORY     - 1934     MONUMENTED       CGS
 RR0375  HISTORY     - 1975     GOOD             USGS
 RR0375
 RR0375                          STATION DESCRIPTION
 RR0375
 RR0375'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0375'2.2 MI E FROM GALL.
 RR0375'2.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM GALL.  6.6
 RR0375'MILES EAST ALONG OLD RR GRADE FROM FLASHER, MORTON COUNTY.  IN THE SW
 RR0375'QUARTER OF SECTION 15, T. 134 N., R. 83 W..  96 FEET N ALONG FIELD
 RR0375'ROAD AND 30 FEET W PERPENDICULAR TO FIELD ROAD, AND 1.2 FEET LOWER
 RR0375'THAN FIELD ROAD AT OLD RR GRADE.  A STANDARD DISK, STAMPED 1808.891 G
 RR0375'130 1934 AND SET IN THE TOP OF A CONCRETE POST SET EVEN WITH THE
 RR0375'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0097 ***********************************************************************
 RS0097  DESIGNATION -  G 14
 RS0097  PID         -  RS0097
 RS0097  STATE/COUNTY-  ND/STARK
 RS0097  USGS QUAD   -  DICKINSON SOUTH (1981)
 RS0097
 RS0097                         *CURRENT SURVEY CONTROL
 RS0097  ___________________________________________________________________
 RS0097* NAD 83(1986)-  46 52 05.     (N)    102 51 05.     (W)     SCALED    
 RS0097* NAVD 88     -       745.289  (meters)    2445.17   (feet)  ADJUSTED  
 RS0097  ___________________________________________________________________
 RS0097  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 RS0097  DYNAMIC HT  -         745.283 (meters)    2445.15  (feet)  COMP
 RS0097  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 RS0097
 RS0097  VERT ORDER  -  FIRST     CLASS II
 RS0097
 RS0097.The horizontal coordinates were scaled from a topographic map and have
 RS0097.an estimated accuracy of +/- 6 seconds.
 RS0097
 RS0097.The orthometric height was determined by differential leveling
 RS0097.and adjusted by the National Geodetic Survey in June 1991..
 RS0097
 RS0097.The geoid height was determined by GEOID03.
 RS0097
 RS0097.The dynamic height is computed by dividing the NAVD 88
 RS0097.geopotential number by the normal gravity value computed on the
 RS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0097.degrees latitude (g = 980.6199 gals.).
 RS0097
 RS0097.The modeled gravity was interpolated from observed gravity values.
 RS0097
 RS0097;                    North         East    Units  Estimated Accuracy
 RS0097;SPC ND S     -   136,230.      420,760.      MT  (+/- 180 meters Scaled)
 RS0097
 RS0097                          SUPERSEDED SURVEY CONTROL
 RS0097
 RS0097  NGVD 29 (??/??/92)  744.746  (m)         2443.39   (f) ADJ UNCH    1 2
 RS0097
 RS0097.Superseded values are not recommended for survey control.
 RS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0097.See file dsdata.txt to determine how the superseded data were derived.
 RS0097
 RS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM637927(NAD 83)
 RS0097_MARKER: DB = BENCH MARK DISK
 RS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0097_STAMPING: G 14 1931 2443.387
 RS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0097+STABILITY: SURFACE MOTION
 RS0097
 RS0097  HISTORY     - Date     Condition        Report By
 RS0097  HISTORY     - 1931     MONUMENTED       CGS
 RS0097  HISTORY     - 1963     GOOD             NGS
 RS0097  HISTORY     - 1975     GOOD             LOCENG
 RS0097
 RS0097                          STATION DESCRIPTION
 RS0097
 RS0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RS0097'3 MI W FROM DICKINSON.
 RS0097'3 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM DICKINSON, STARK
 RS0097'COUNTY, 0.2 MILE EAST OF MILEPOST 113, AT A ROAD CROSSING, 110 FEET
 RS0097'EAST OF THE ROAD, 89 FEET NORTH OF THE NORTH RAIL, AND 123 FEET
 RS0097'SOUTHEAST OF THE CORNER OF THE RIGHT-OF-WAY FENCE AND A SECTION-LINE
 RS0097'FENCE.  A STANDARD DISK, STAMPED 2443.387 G 14 1931 AND SET IN THE TOP
 RS0097'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- A BENCH
 RS0097'MARK SIGN HAS SET 1 FOOT W OF THE MARK.
 RS0097
 RS0097                          STATION RECOVERY (1975)
 RS0097
 RS0097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 RS0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0004 ***********************************************************************
 RR0004  DESIGNATION -  G 16
 RR0004  PID         -  RR0004
 RR0004  STATE/COUNTY-  ND/BURLEIGH
 RR0004  USGS QUAD   -  DRISCOLL (1975)
 RR0004
 RR0004                         *CURRENT SURVEY CONTROL
 RR0004  ___________________________________________________________________
 RR0004* NAD 83(1986)-  46 50 40.     (N)    100 08 33.     (W)     SCALED    
 RR0004* NAVD 88     -       569.301  (meters)    1867.78   (feet)  ADJUSTED  
 RR0004  ___________________________________________________________________
 RR0004  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 RR0004  DYNAMIC HT  -         569.310 (meters)    1867.81  (feet)  COMP
 RR0004  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 RR0004
 RR0004  VERT ORDER  -  FIRST     CLASS II
 RR0004
 RR0004.The horizontal coordinates were scaled from a topographic map and have
 RR0004.an estimated accuracy of +/- 6 seconds.
 RR0004
 RR0004.The orthometric height was determined by differential leveling
 RR0004.and adjusted by the National Geodetic Survey in June 1991..
 RR0004.WARNING-Repeat measurements at this control monument indicate possible
 RR0004.vertical movement.
 RR0004
 RR0004.The geoid height was determined by GEOID03.
 RR0004
 RR0004.The dynamic height is computed by dividing the NAVD 88
 RR0004.geopotential number by the normal gravity value computed on the
 RR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0004.degrees latitude (g = 980.6199 gals.).
 RR0004
 RR0004.The modeled gravity was interpolated from observed gravity values.
 RR0004
 RR0004;                    North         East    Units  Estimated Accuracy
 RR0004;SPC ND S     -   130,980.      627,270.      MT  (+/- 180 meters Scaled)
 RR0004
 RR0004                          SUPERSEDED SURVEY CONTROL
 RR0004
 RR0004  NGVD 29 (??/??/92)  568.844  (m)         1866.28   (f) ADJ UNCH    1 2
 RR0004
 RR0004.Superseded values are not recommended for survey control.
 RR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0004.See file dsdata.txt to determine how the superseded data were derived.
 RR0004
 RR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS128885(NAD 83)
 RR0004_MARKER: DB = BENCH MARK DISK
 RR0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0004_STAMPING: 1866.282 G 16 1931
 RR0004_MARK LOGO: CGS   
 RR0004_PROJECTION: FLUSH
 RR0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0004+STABILITY: SURFACE MOTION
 RR0004
 RR0004  HISTORY     - Date     Condition        Report By
 RR0004  HISTORY     - 1931     MONUMENTED       CGS
 RR0004  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0004  HISTORY     - 1982     GOOD             NGS
 RR0004
 RR0004                          STATION DESCRIPTION
 RR0004
 RR0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0004'IN DRISCOLL.
 RR0004'AT DRISCOLL, BURLEIGH COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT
 RR0004'530 FEET WEST OF THE STATION, ABOUT 785 FEET EAST OF MILEPOST 162, 75
 RR0004'FEET SOUTHWEST OF SEMAPHORE TOWER 1618, 56 FEET SOUTH OF THE SOUTH
 RR0004'RAIL OF THE MAIN TRACK, AND 8 FEET SOUTH OF THE NORTHEAST CORNER OF
 RR0004'THE FENCE SURROUNDING THE SECTION FOREMANS HOUSE.  A STANDARD DISK,
 RR0004'STMAPED 1866.282 G 16 1931 AND SET IN THE TOP OF A CONCRETE POST
 RR0004'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 RR0004
 RR0004                          STATION RECOVERY (1975)
 RR0004
 RR0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0004'MARK NOT FOUND.
 RR0004
 RR0004                          STATION RECOVERY (1982)
 RR0004
 RR0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0004'RECOVERED THIS DATE, NOTE, RAILROAD STATION HAS BEEN REPLACED
 RR0004'BY A GRAIN ELEVATOR, 8.2 METERS (27.0 FT) WEST OF THE SOUTHWEST CORNER
 RR0004'OF A 10 BY 12 FOOT SHED, 3.0 METERS (10.0 FT) NORTH OF THE APPROXIMATE
 RR0004'CENTER OF A TRACK ROAD, 73.2 METERS (240.0 FT) WEST OF THE CENTERLINE
 RR0004'OF MAIN STREET, AND 17.4 METERS (57.0 FT) SOUTHEAST OF THE SOUTHEAST
 RR0004'CORNER OF A 12 BY 12 FOOT SHED.
 RR0004'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0206 ***********************************************************************
 RQ0206  DESIGNATION -  G 17
 RQ0206  PID         -  RQ0206
 RQ0206  STATE/COUNTY-  ND/STUTSMAN
 RQ0206  USGS QUAD   -  JAMESTOWN (1990)
 RQ0206
 RQ0206                         *CURRENT SURVEY CONTROL
 RQ0206  ___________________________________________________________________
 RQ0206* NAD 83(1986)-  46 54 31.     (N)    098 42 40.     (W)     SCALED    
 RQ0206* NAVD 88     -       431.078  (meters)    1414.30   (feet)  ADJUSTED  
 RQ0206  ___________________________________________________________________
 RQ0206  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 RQ0206  DYNAMIC HT  -         431.097 (meters)    1414.36  (feet)  COMP
 RQ0206  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 RQ0206
 RQ0206  VERT ORDER  -  FIRST     CLASS II
 RQ0206
 RQ0206.The horizontal coordinates were scaled from a topographic map and have
 RQ0206.an estimated accuracy of +/- 6 seconds.
 RQ0206
 RQ0206.The orthometric height was determined by differential leveling
 RQ0206.and adjusted by the National Geodetic Survey in June 1991..
 RQ0206.WARNING-Repeat measurements at this control monument indicate possible
 RQ0206.vertical movement.
 RQ0206
 RQ0206.The geoid height was determined by GEOID03.
 RQ0206
 RQ0206.The dynamic height is computed by dividing the NAVD 88
 RQ0206.geopotential number by the normal gravity value computed on the
 RQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0206.degrees latitude (g = 980.6199 gals.).
 RQ0206
 RQ0206.The modeled gravity was interpolated from observed gravity values.
 RQ0206
 RQ0206;                    North         East    Units  Estimated Accuracy
 RQ0206;SPC ND S     -   139,600.      736,270.      MT  (+/- 180 meters Scaled)
 RQ0206
 RQ0206                          SUPERSEDED SURVEY CONTROL
 RQ0206
 RQ0206  NGVD 29 (??/??/92)  430.692  (m)         1413.03   (f) ADJ UNCH    1 2
 RQ0206
 RQ0206.Superseded values are not recommended for survey control.
 RQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0206.See file dsdata.txt to determine how the superseded data were derived.
 RQ0206
 RQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS220950(NAD 83)
 RQ0206_MARKER: DB = BENCH MARK DISK
 RQ0206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RQ0206_SP_SET: BUILDING WALL
 RQ0206_STAMPING: 1413.029 G 17 1931
 RQ0206_MARK LOGO: CGS   
 RQ0206_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0206+STABILITY: SURFACE MOTION
 RQ0206
 RQ0206  HISTORY     - Date     Condition        Report By
 RQ0206  HISTORY     - 1931     MONUMENTED       CGS
 RQ0206  HISTORY     - 1960     GOOD             NGS
 RQ0206  HISTORY     - 1982     GOOD             NGS
 RQ0206  HISTORY     - 1982     GOOD             NGS
 RQ0206  HISTORY     - 19900619 MARK NOT FOUND   LOCENG
 RQ0206
 RQ0206                          STATION DESCRIPTION
 RQ0206
 RQ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0206'IN JAMESTOWN.
 RQ0206'AT JAMESTOWN, AT THE CITY HALL, IN THE NORTH WALL, 2 FEET EAST OF THE
 RQ0206'EAST SIDE OF THE MAIN ENTRANCE DOOR, AND 5 FEET ABOVE THE GROUND.  A
 RQ0206'STANDARD DISK, STAMPED 1413.029 G 17 1931 AND SET VERTICALLY.
 RQ0206
 RQ0206                          STATION RECOVERY (1982)
 RQ0206
 RQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0206'RECOVERED IN GOOD CONDITION.
 RQ0206
 RQ0206                          STATION RECOVERY (1982)
 RQ0206
 RQ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0206'RECOVERED IN GOOD CONDITION.
 RQ0206
 RQ0206                          STATION RECOVERY (1990)
 RQ0206
 RQ0206'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 RQ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0779 ***********************************************************************
 RQ0779  DESIGNATION -  G 17 RESET
 RQ0779  PID         -  RQ0779
 RQ0779  STATE/COUNTY-  ND/STUTSMAN
 RQ0779  USGS QUAD   -  JAMESTOWN (1990)
 RQ0779
 RQ0779                         *CURRENT SURVEY CONTROL
 RQ0779  ___________________________________________________________________
 RQ0779* NAD 83(1986)-  46 54 31.     (N)    098 42 40.     (W)     SCALED    
 RQ0779* NAVD 88     -       431.04   (meters)    1414.2    (feet)  RESET     
 RQ0779  ___________________________________________________________________
 RQ0779  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 RQ0779
 RQ0779  VERT ORDER  -  THIRD
 RQ0779
 RQ0779.The horizontal coordinates were scaled from a topographic map and have
 RQ0779.an estimated accuracy of +/- 6 seconds.
 RQ0779
 RQ0779.The orthometric height was computed from unverified reset data.
 RQ0779.No vertical observational check was made to the station.
 RQ0779
 RQ0779.The geoid height was determined by GEOID03.
 RQ0779
 RQ0779;                    North         East    Units  Estimated Accuracy
 RQ0779;SPC ND S     -   139,600.      736,270.      MT  (+/- 180 meters Scaled)
 RQ0779
 RQ0779                          SUPERSEDED SURVEY CONTROL
 RQ0779
 RQ0779  NGVD 29 (11/04/04)  430.65   (m)         1412.9    (f) RESET       3  
 RQ0779
 RQ0779.Superseded values are not recommended for survey control.
 RQ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0779.See file dsdata.txt to determine how the superseded data were derived.
 RQ0779
 RQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS220950(NAD 83)
 RQ0779_MARKER: DV = VERTICAL CONTROL DISK
 RQ0779_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RQ0779_SP_SET: BUILDING WALL
 RQ0779_STAMPING: G 17 RESET 1990
 RQ0779_MARK LOGO: NGS   
 RQ0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0779+STABILITY: SURFACE MOTION
 RQ0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0779+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 RQ0779
 RQ0779  HISTORY     - Date     Condition        Report By
 RQ0779  HISTORY     - 1990     MONUMENTED       LOCENG
 RQ0779  HISTORY     - 20060908 GOOD             GEOCAC
 RQ0779
 RQ0779                          STATION DESCRIPTION
 RQ0779
 RQ0779'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 RQ0779'IN JAMESTOWN, AT THE NEW CITY HALL, AT THE INTERSECTION OF 1ST STREET
 RQ0779'SOUTH AND 3RD AVENUE EAST, IN THE NORTH WALL, 2.4 FEET (0.7 M) WEST
 RQ0779'OF A DIAGONAL WALL, AND 3.8 FEET (1.2 M) ABOVE THE GROUND, SET
 RQ0779'VERTICALLY.
 RQ0779
 RQ0779                          STATION RECOVERY (2006)
 RQ0779
 RQ0779'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0779'THE DISK IS NEAR THE EAST END OF THE SOUTH FACE OF THE CITY HALL
 RQ0779'BUILDING, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FIRST STREET
 RQ0779'EAST AND THIRD AVENUE SOUTHEAST.  HANDHELD COORDINATES N46-54-31.02
 RQ0779'098-42-20.88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0126 ***********************************************************************
 TF0126  DESIGNATION -  G 170
 TF0126  PID         -  TF0126
 TF0126  STATE/COUNTY-  ND/BOTTINEAU
 TF0126  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0126
 TF0126                         *CURRENT SURVEY CONTROL
 TF0126  ___________________________________________________________________
 TF0126* NAD 83(1986)-  48 58 40.     (N)    100 20 09.     (W)     SCALED    
 TF0126* NAVD 88     -       657.100  (meters)    2155.84   (feet)  ADJUSTED  
 TF0126  ___________________________________________________________________
 TF0126  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0126  DYNAMIC HT  -         657.247 (meters)    2156.32  (feet)  COMP
 TF0126  MODELED GRAV-     980,812.6   (mgal)                       NAVD 88
 TF0126
 TF0126  VERT ORDER  -  SECOND    CLASS 0
 TF0126
 TF0126.The horizontal coordinates were scaled from a topographic map and have
 TF0126.an estimated accuracy of +/- 6 seconds.
 TF0126
 TF0126.The orthometric height was determined by differential leveling
 TF0126.and adjusted by the National Geodetic Survey in June 1991..
 TF0126
 TF0126.The geoid height was determined by GEOID03.
 TF0126
 TF0126.The dynamic height is computed by dividing the NAVD 88
 TF0126.geopotential number by the normal gravity value computed on the
 TF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0126.degrees latitude (g = 980.6199 gals.).
 TF0126
 TF0126.The modeled gravity was interpolated from observed gravity values.
 TF0126
 TF0126;                    North         East    Units  Estimated Accuracy
 TF0126;SPC ND N     -   219,920.      612,020.      MT  (+/- 180 meters Scaled)
 TF0126
 TF0126                          SUPERSEDED SURVEY CONTROL
 TF0126
 TF0126  NGVD 29 (??/??/92)  656.691  (m)         2154.49   (f) ADJ UNCH    2 0
 TF0126
 TF0126.Superseded values are not recommended for survey control.
 TF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0126.See file dsdata.txt to determine how the superseded data were derived.
 TF0126
 TF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV022258(NAD 83)
 TF0126_MARKER: DB = BENCH MARK DISK
 TF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0126_STAMPING: G 170 1935
 TF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0126+STABILITY: SURFACE MOTION
 TF0126
 TF0126  HISTORY     - Date     Condition        Report By
 TF0126  HISTORY     - 1935     MONUMENTED       CGS
 TF0126  HISTORY     - 1935     GOOD             NGS
 TF0126
 TF0126                          STATION DESCRIPTION
 TF0126
 TF0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0126'IN METIGOSHE PARK.
 TF0126'AT METIGOSHE PARK, BOTTINEAU COUNTY, 70 YARDS EAST OF A POINT 90 YARDS
 TF0126'SOUTH OF THE CORNER OF SECTION 35, 36, 1 AND 2, T. 164 N., R. 75 W.,
 TF0126'T. 163 N., R. 75 W., 105 FEET EAST OF THE LINE BETWEEN SECTIONS 1 AND
 TF0126'2, 85 FEET EAST OF THE SOUTHEAST CORNER OF THE M. WOODS HOUSE, AND
 TF0126'28.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 TF0126'STAMPED G 170 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0113 ***********************************************************************
 TF0113  DESIGNATION -  G 172
 TF0113  PID         -  TF0113
 TF0113  STATE/COUNTY-  ND/ROLETTE
 TF0113  USGS QUAD   -  DUNSEITH (1955)
 TF0113
 TF0113                         *CURRENT SURVEY CONTROL
 TF0113  ___________________________________________________________________
 TF0113* NAD 83(1986)-  48 48 42.     (N)    100 03 46.     (W)     SCALED    
 TF0113* NAVD 88     -       518.848  (meters)    1702.25   (feet)  ADJUSTED  
 TF0113  ___________________________________________________________________
 TF0113  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0113  DYNAMIC HT  -         518.977 (meters)    1702.68  (feet)  COMP
 TF0113  MODELED GRAV-     980,841.9   (mgal)                       NAVD 88
 TF0113
 TF0113  VERT ORDER  -  FIRST     CLASS II
 TF0113
 TF0113.The horizontal coordinates were scaled from a topographic map and have
 TF0113.an estimated accuracy of +/- 6 seconds.
 TF0113
 TF0113.The orthometric height was determined by differential leveling
 TF0113.and adjusted by the National Geodetic Survey in June 1991..
 TF0113
 TF0113.The geoid height was determined by GEOID03.
 TF0113
 TF0113.The dynamic height is computed by dividing the NAVD 88
 TF0113.geopotential number by the normal gravity value computed on the
 TF0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0113.degrees latitude (g = 980.6199 gals.).
 TF0113
 TF0113.The modeled gravity was interpolated from observed gravity values.
 TF0113
 TF0113;                    North         East    Units  Estimated Accuracy
 TF0113;SPC ND N     -   201,520.      632,110.      MT  (+/- 180 meters Scaled)
 TF0113
 TF0113                          SUPERSEDED SURVEY CONTROL
 TF0113
 TF0113  NGVD 29 (??/??/92)  518.465  (m)         1701.00   (f) ADJ UNCH    1 2
 TF0113
 TF0113.Superseded values are not recommended for survey control.
 TF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0113.See file dsdata.txt to determine how the superseded data were derived.
 TF0113
 TF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV219070(NAD 83)
 TF0113_MARKER: DB = BENCH MARK DISK
 TF0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0113_SP_SET: BUILDING
 TF0113_STAMPING: G 172 1935
 TF0113_MARK LOGO: CGS   
 TF0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0113
 TF0113  HISTORY     - Date     Condition        Report By
 TF0113  HISTORY     - 1935     MONUMENTED       CGS
 TF0113  HISTORY     - 1982     GOOD             NGS
 TF0113
 TF0113                          STATION DESCRIPTION
 TF0113
 TF0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0113'IN DUNSEITH.
 TF0113'AT DUNSEITH, ROLETTE COUNTY, 0.3 MILE SOUTHWEST OF THE GREAT NORTHERN
 TF0113'RAILWAY STATION, AT THE HIGH SCHOOL, IN THE FOUNDATION AT THE
 TF0113'NORTHEAST CORNER OF THE BUILDING, 1 FOOT SOUTH OF THE CORNER, AND 2
 TF0113'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 172 1935 AND SET
 TF0113'VERTICALLY.
 TF0113
 TF0113                          STATION RECOVERY (1982)
 TF0113
 TF0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0113'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TF0113'IN DUNSEITH AT THE ELEMENTARY SCHOOL BUILDING, SET VERTICALLY IN THE
 TF0113'EAST FACE AND NEAR THE MIDDLE OF THE EAST SIDE OF AN OLD SECTION OF
 TF0113'THE BUILDING, 7.3 METERS (24.0 FT) SOUTH OF AN ENTRANCE TO THE NEW
 TF0113'SECTION OF THE BUILDING, AND 6.7 METERS (22.0 FT) SOUTH OF AN
 TF0113'EAST-WEST SIDEWALK.  NOTE, THE SCHOOL BUILDING HAS BEEN REMODELED
 TF0113'SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN.
 TF0113'THE MARK IS 0.15 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0057 ***********************************************************************
 TF0057  DESIGNATION -  G 174
 TF0057  PID         -  TF0057
 TF0057  STATE/COUNTY-  ND/PIERCE
 TF0057  USGS QUAD   -  OVERLY SE (1954)
 TF0057
 TF0057                         *CURRENT SURVEY CONTROL
 TF0057  ___________________________________________________________________
 TF0057* NAD 83(1986)-  48 30 05.     (N)    100 02 20.     (W)     SCALED    
 TF0057* NAVD 88     -       468.429  (meters)    1536.84   (feet)  ADJUSTED  
 TF0057  ___________________________________________________________________
 TF0057  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TF0057  DYNAMIC HT  -         468.532 (meters)    1537.18  (feet)  COMP
 TF0057  MODELED GRAV-     980,815.5   (mgal)                       NAVD 88
 TF0057
 TF0057  VERT ORDER  -  SECOND    CLASS 0
 TF0057
 TF0057.The horizontal coordinates were scaled from a topographic map and have
 TF0057.an estimated accuracy of +/- 6 seconds.
 TF0057
 TF0057.The orthometric height was determined by differential leveling
 TF0057.and adjusted by the National Geodetic Survey in June 1991..
 TF0057
 TF0057.The geoid height was determined by GEOID03.
 TF0057
 TF0057.The dynamic height is computed by dividing the NAVD 88
 TF0057.geopotential number by the normal gravity value computed on the
 TF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0057.degrees latitude (g = 980.6199 gals.).
 TF0057
 TF0057.The modeled gravity was interpolated from observed gravity values.
 TF0057
 TF0057;                    North         East    Units  Estimated Accuracy
 TF0057;SPC ND N     -   167,030.      634,070.      MT  (+/- 180 meters Scaled)
 TF0057
 TF0057                          SUPERSEDED SURVEY CONTROL
 TF0057
 TF0057  NGVD 29 (??/??/92)  468.055  (m)         1535.61   (f) ADJ UNCH    2 0
 TF0057
 TF0057.Superseded values are not recommended for survey control.
 TF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0057.See file dsdata.txt to determine how the superseded data were derived.
 TF0057
 TF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU232725(NAD 83)
 TF0057_MARKER: DB = BENCH MARK DISK
 TF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0057_STAMPING: G 174 1935
 TF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0057+STABILITY: SURFACE MOTION
 TF0057
 TF0057  HISTORY     - Date     Condition        Report By
 TF0057  HISTORY     - 1935     MONUMENTED       CGS
 TF0057  HISTORY     - 1951     MARK NOT FOUND   NGS
 TF0057  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0057
 TF0057                          STATION DESCRIPTION
 TF0057
 TF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TF0057'6.2 MI E FROM BARTON.
 TF0057'6.2 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE GREAT
 TF0057'NORTHERN RAILWAY AT BARTON, PIERCE COUNTY, 690 FEET WEST OF THE CENTER
 TF0057'OF THE WEST JUNCTION OF STATE HIGHWAY 3 AND THE CORNER OF SECTIONS 13,
 TF0057'14, 23 AND 24, T. 158 N., R. 72 W., 300 FEET WEST OF THE CENTERLINE OF
 TF0057'THE LEG OF A WYE, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 TF0057'16 FEET SOUTH OF A JUNCTION MARKER.  A STANDARD DISK, STAMPED G 174
 TF0057'1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0057
 TF0057                          STATION RECOVERY (1982)
 TF0057
 TF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0057'NOT RECOVERED, REPORTED PROBABLY DESTROYED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1533 ***********************************************************************
 TE1533  DESIGNATION -  G 175
 TE1533  PID         -  TE1533
 TE1533  STATE/COUNTY-  ND/ROLETTE
 TE1533  USGS QUAD   -  SAINT JOHN (1969)
 TE1533
 TE1533                         *CURRENT SURVEY CONTROL
 TE1533  ___________________________________________________________________
 TE1533* NAD 83(1986)-  48 59 56.     (N)    099 43 24.     (W)     SCALED    
 TE1533* NAVD 88     -       570.945  (meters)    1873.18   (feet)  ADJUSTED  
 TE1533  ___________________________________________________________________
 TE1533  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TE1533  DYNAMIC HT  -         571.092 (meters)    1873.66  (feet)  COMP
 TE1533  MODELED GRAV-     980,848.1   (mgal)                       NAVD 88
 TE1533
 TE1533  VERT ORDER  -  SECOND    CLASS 0
 TE1533
 TE1533.The horizontal coordinates were scaled from a topographic map and have
 TE1533.an estimated accuracy of +/- 6 seconds.
 TE1533
 TE1533.The orthometric height was determined by differential leveling
 TE1533.and adjusted by the National Geodetic Survey in June 1991..
 TE1533
 TE1533.The geoid height was determined by GEOID03.
 TE1533
 TE1533.The dynamic height is computed by dividing the NAVD 88
 TE1533.geopotential number by the normal gravity value computed on the
 TE1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1533.degrees latitude (g = 980.6199 gals.).
 TE1533
 TE1533.The modeled gravity was interpolated from observed gravity values.
 TE1533
 TE1533;                    North         East    Units  Estimated Accuracy
 TE1533;SPC ND N     -   222,540.      656,830.      MT  (+/- 180 meters Scaled)
 TE1533
 TE1533                          SUPERSEDED SURVEY CONTROL
 TE1533
 TE1533  NGVD 29 (??/??/92)  570.521  (m)         1871.78   (f) ADJ UNCH    2 0
 TE1533
 TE1533.Superseded values are not recommended for survey control.
 TE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1533.See file dsdata.txt to determine how the superseded data were derived.
 TE1533
 TE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV470275(NAD 83)
 TE1533_MARKER: DB = BENCH MARK DISK
 TE1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1533_STAMPING: G-175 1935
 TE1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1533+STABILITY: SURFACE MOTION
 TE1533
 TE1533  HISTORY     - Date     Condition        Report By
 TE1533  HISTORY     - 1935     MONUMENTED       CGS
 TE1533
 TE1533                          STATION DESCRIPTION
 TE1533
 TE1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1533'3.0 MI W FROM ST JOHN INSPECTION STA..
 TE1533'3 MILES WEST OF, ALONG INTERNATIONAL BOUNDARY, FROM CUSTOMS BUILDING.
 TE1533'ABOUT 0.6 MILE EAST OF BOUNDARY MARK 722.  86 FEET WEST OF
 TE1533'INTERSECTION OF SECTION LINE BETWEEN SECTIONS 27 AND 28 OF T 164 N, R
 TE1533'70 W, AND THE BOUNDARY LINE.  45 FEET SOUTH OF THE BOUNDARY LINE.  1
 TE1533'FT. NORTH OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 TE1533'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1138 ***********************************************************************
 TE1138  DESIGNATION -  G 176
 TE1138  PID         -  TE1138
 TE1138  STATE/COUNTY-  ND/TOWNER
 TE1138  USGS QUAD   -  HANSBORO NE (1969)
 TE1138
 TE1138                         *CURRENT SURVEY CONTROL
 TE1138  ___________________________________________________________________
 TE1138* NAD 83(1986)-  48 53 29.     (N)    099 21 03.     (W)     SCALED    
 TE1138* NAVD 88     -       486.172  (meters)    1595.05   (feet)  ADJUSTED  
 TE1138  ___________________________________________________________________
 TE1138  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 TE1138  DYNAMIC HT  -         486.293 (meters)    1595.45  (feet)  COMP
 TE1138  MODELED GRAV-     980,842.1   (mgal)                       NAVD 88
 TE1138
 TE1138  VERT ORDER  -  SECOND    CLASS 0
 TE1138
 TE1138.The horizontal coordinates were scaled from a topographic map and have
 TE1138.an estimated accuracy of +/- 6 seconds.
 TE1138
 TE1138.The orthometric height was determined by differential leveling
 TE1138.and adjusted by the National Geodetic Survey in June 1991..
 TE1138.WARNING-Repeat measurements at this control monument indicate possible
 TE1138.vertical movement.
 TE1138
 TE1138.The geoid height was determined by GEOID03.
 TE1138
 TE1138.The dynamic height is computed by dividing the NAVD 88
 TE1138.geopotential number by the normal gravity value computed on the
 TE1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1138.degrees latitude (g = 980.6199 gals.).
 TE1138
 TE1138.The modeled gravity was interpolated from observed gravity values.
 TE1138
 TE1138;                    North         East    Units  Estimated Accuracy
 TE1138;SPC ND N     -   210,930.      684,270.      MT  (+/- 180 meters Scaled)
 TE1138
 TE1138                          SUPERSEDED SURVEY CONTROL
 TE1138
 TE1138  NGVD 29 (??/??/92)  485.762  (m)         1593.70   (f) ADJ UNCH    2 0
 TE1138
 TE1138.Superseded values are not recommended for survey control.
 TE1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1138.See file dsdata.txt to determine how the superseded data were derived.
 TE1138
 TE1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV742154(NAD 83)
 TE1138_MARKER: DB = BENCH MARK DISK
 TE1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1138_STAMPING: G 176 1935
 TE1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1138+STABILITY: SURFACE MOTION
 TE1138
 TE1138  HISTORY     - Date     Condition        Report By
 TE1138  HISTORY     - 1935     MONUMENTED       CGS
 TE1138  HISTORY     - 1940     GOOD             NGS
 TE1138
 TE1138                          STATION DESCRIPTION
 TE1138
 TE1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1138'7.0 MI N FROM ROCKLAKE.
 TE1138'7.0 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE FARMERS GRAIN AND
 TE1138'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 5.0 MILES
 TE1138'WEST ALONG A SECTION-LINE ROAD.  130 FEET EAST OF THE CORNER COMMON TO
 TE1138'SECTION 4, 5, 32 AND 33, TPS. 162 AND 163 N, R 67 W, 95 FEET EAST OF A
 TE1138'FENCE CORNER, 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD 1 FOOT NORTH
 TE1138'OF THE FENCE, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST. A
 TE1138'STANDARD DISK, STAMPED G 176 1935 AND SET IN THE TOP OF A CONCRETE
 TE1138'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0600 ***********************************************************************
 RP0600  DESIGNATION -  G 18
 RP0600  PID         -  RP0600
 RP0600  STATE/COUNTY-  ND/CASS
 RP0600  USGS QUAD   -  TOWER CITY (1967)
 RP0600
 RP0600                         *CURRENT SURVEY CONTROL
 RP0600  ___________________________________________________________________
 RP0600* NAD 83(1996)-  46 55 32.68223(N)    097 40 26.80047(W)     ADJUSTED  
 RP0600* NAVD 88     -       357.893  (meters)    1174.19   (feet)  ADJUSTED  
 RP0600  ___________________________________________________________________
 RP0600  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 RP0600  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 RP0600  DYNAMIC HT  -         357.923 (meters)    1174.29  (feet)  COMP
 RP0600  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 RP0600
 RP0600  HORZ ORDER  -  SECOND
 RP0600  VERT ORDER  -  FIRST     CLASS II
 RP0600
 RP0600.The horizontal coordinates were established by classical geodetic methods
 RP0600.and adjusted by the National Geodetic Survey in January 1998..
 RP0600
 RP0600.The orthometric height was determined by differential leveling
 RP0600.and adjusted by the National Geodetic Survey in June 1991..
 RP0600.WARNING-Repeat measurements at this control monument indicate possible
 RP0600.vertical movement.
 RP0600
 RP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0600
 RP0600.The geoid height was determined by GEOID03.
 RP0600
 RP0600.The dynamic height is computed by dividing the NAVD 88
 RP0600.geopotential number by the normal gravity value computed on the
 RP0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0600.degrees latitude (g = 980.6199 gals.).
 RP0600
 RP0600.The modeled gravity was interpolated from observed gravity values.
 RP0600
 RP0600;                    North         East     Units Scale Factor Converg.
 RP0600;SPC ND S     -   143,826.002   815,163.425   MT  0.99993711   +2 03 40.2
 RP0600;SPC ND S     -   471,870.09  2,674,420.69   iFT  0.99993711   +2 03 40.2
 RP0600;UTM  14      - 5,197,765.698   600,940.433   MT  0.99972523   +0 58 07.0
 RP0600
 RP0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0600!SPC ND S     -   0.99994791  x   0.99993711  =   0.99988503
 RP0600!UTM  14      -   0.99994791  x   0.99972523  =   0.99967316
 RP0600
 RP0600                          SUPERSEDED SURVEY CONTROL
 RP0600
 RP0600  NAD 83(1986)-  46 55 32.68410(N)    097 40 26.78958(W) AD(       ) 2
 RP0600  NAD 27      -  46 55 32.77300(N)    097 40 25.43300(W) AD(       ) 2
 RP0600  NGVD 29 (??/??/92)  357.524  (m)         1172.98   (f) ADJ UNCH    1 2
 RP0600
 RP0600.Superseded values are not recommended for survey control.
 RP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0600.See file dsdata.txt to determine how the superseded data were derived.
 RP0600
 RP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0094097766(NAD 83)
 RP0600_MARKER: DB = BENCH MARK DISK
 RP0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0600_STAMPING: 1172.977 G 18 1931
 RP0600_MARK LOGO: CGS   
 RP0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0600+STABILITY: SURFACE MOTION
 RP0600
 RP0600  HISTORY     - Date     Condition        Report By
 RP0600  HISTORY     - 1931     MONUMENTED       CGS
 RP0600  HISTORY     - 1964     GOOD             NGS
 RP0600  HISTORY     - 1982     GOOD             NGS
 RP0600
 RP0600                          STATION DESCRIPTION
 RP0600
 RP0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0600'IN TOWER CITY.
 RP0600'AT TOWER CITY, IN A SMALL PARK, IN SECTION 19, R 55 W, T 140 N, MIDWAY
 RP0600'BETWEEN THE SECOND AND THIRD TREE IN THE NORTH ROW OF TREES, 58 FEET
 RP0600'SOUTH OF THE SOUTH RAIL, 27 FEET WEST OF THE WEST SIDE OF A SIDEWALK,
 RP0600'51.7 FEET NORTHEAST OF TRIANGULATION STATION TOWER CITY, 2 FEET BELOW
 RP0600'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 RP0600'WITH THE GROUND.  NOTE-- THIS MARK ALSO SERVES AS A REFERENCE MARK FOR
 RP0600'TRIANGULATION STATION TOWER CITY.
 RP0600
 RP0600                          STATION RECOVERY (1982)
 RP0600
 RP0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0330 ***********************************************************************
 TD0330  DESIGNATION -  G 181
 TD0330  PID         -  TD0330
 TD0330  STATE/COUNTY-  ND/PEMBINA
 TD0330  USGS QUAD   -  HAMILTON (1971)
 TD0330
 TD0330                         *CURRENT SURVEY CONTROL
 TD0330  ___________________________________________________________________
 TD0330* NAD 83(1986)-  48 48 15.     (N)    097 29 28.     (W)     SCALED    
 TD0330* NAVD 88     -       254.523  (meters)     835.05   (feet)  ADJUSTED  
 TD0330  ___________________________________________________________________
 TD0330  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 TD0330  DYNAMIC HT  -         254.594 (meters)     835.28  (feet)  COMP
 TD0330  MODELED GRAV-     980,882.9   (mgal)                       NAVD 88
 TD0330
 TD0330  VERT ORDER  -  SECOND    CLASS 0
 TD0330
 TD0330.The horizontal coordinates were scaled from a topographic map and have
 TD0330.an estimated accuracy of +/- 6 seconds.
 TD0330
 TD0330.The orthometric height was determined by differential leveling
 TD0330.and adjusted by the National Geodetic Survey in June 1991..
 TD0330
 TD0330.The geoid height was determined by GEOID03.
 TD0330
 TD0330.The dynamic height is computed by dividing the NAVD 88
 TD0330.geopotential number by the normal gravity value computed on the
 TD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0330.degrees latitude (g = 980.6199 gals.).
 TD0330
 TD0330.The modeled gravity was interpolated from observed gravity values.
 TD0330
 TD0330;                    North         East    Units  Estimated Accuracy
 TD0330;SPC ND N     -   204,920.      820,980.      MT  (+/- 180 meters Scaled)
 TD0330
 TD0330                          SUPERSEDED SURVEY CONTROL
 TD0330
 TD0330  NGVD 29 (??/??/92)  254.15   (m)          833.8    (f) COMPUTED    2 0
 TD0330
 TD0330.Superseded values are not recommended for survey control.
 TD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0330.See file dsdata.txt to determine how the superseded data were derived.
 TD0330
 TD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV107067(NAD 83)
 TD0330_MARKER: DB = BENCH MARK DISK
 TD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0330_STAMPING: G-181 1935
 TD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0330+STABILITY: SURFACE MOTION
 TD0330
 TD0330  HISTORY     - Date     Condition        Report By
 TD0330  HISTORY     - 1935     MONUMENTED       CGS
 TD0330  HISTORY     - 19950123 MARK NOT FOUND   NDHD
 TD0330
 TD0330                          STATION DESCRIPTION
 TD0330
 TD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0330'2.0 MI W FROM HAMILTON.
 TD0330'2.0 MILES WEST ALONG STATE HWY 5 FROM INTERSECTION OF STATE HWY 5 AND
 TD0330'GREAT NORTHERN RR AT HAMILTON.  TABLET SET IN NORTHEAST CORNER OF
 TD0330'SECTION 4, T 161 N, R 53 W.  48 FEET SOUTH OF CENTERLINE OF EAST-WEST
 TD0330'ROAD.  32.5 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  12.4 FEET
 TD0330'SOUTH OF POWER POLE.  12.4 FEET SOUTH OF NORTHEAST CORNER OF FENCE.
 TD0330'TABLET SET IN PRECAST CONCRETE POST.
 TD0330
 TD0330                          STATION RECOVERY (1995)
 TD0330
 TD0330'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 TD0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0274 ***********************************************************************
 TD0274  DESIGNATION -  G 182
 TD0274  PID         -  TD0274
 TD0274  STATE/COUNTY-  ND/PEMBINA
 TD0274  USGS QUAD   -  GLASSTON NE (1971)
 TD0274
 TD0274                         *CURRENT SURVEY CONTROL
 TD0274  ___________________________________________________________________
 TD0274* NAD 83(1986)-  48 41 14.     (N)    097 15 19.     (W)     SCALED    
 TD0274* NAVD 88     -       245.625  (meters)     805.85   (feet)  ADJUSTED  
 TD0274  ___________________________________________________________________
 TD0274  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 TD0274  DYNAMIC HT  -         245.690 (meters)     806.07  (feet)  COMP
 TD0274  MODELED GRAV-     980,869.0   (mgal)                       NAVD 88
 TD0274
 TD0274  VERT ORDER  -  SECOND    CLASS 0
 TD0274
 TD0274.The horizontal coordinates were scaled from a topographic map and have
 TD0274.an estimated accuracy of +/- 6 seconds.
 TD0274
 TD0274.The orthometric height was determined by differential leveling
 TD0274.and adjusted by the National Geodetic Survey in June 1991..
 TD0274.WARNING-Repeat measurements at this control monument indicate possible
 TD0274.vertical movement.
 TD0274
 TD0274.The geoid height was determined by GEOID03.
 TD0274
 TD0274.The dynamic height is computed by dividing the NAVD 88
 TD0274.geopotential number by the normal gravity value computed on the
 TD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0274.degrees latitude (g = 980.6199 gals.).
 TD0274
 TD0274.The modeled gravity was interpolated from observed gravity values.
 TD0274
 TD0274;                    North         East    Units  Estimated Accuracy
 TD0274;SPC ND N     -   192,630.      838,830.      MT  (+/- 180 meters Scaled)
 TD0274
 TD0274                          SUPERSEDED SURVEY CONTROL
 TD0274
 TD0274  NGVD 29 (??/??/92)  245.243  (m)          804.60   (f) ADJ UNCH    2 0
 TD0274
 TD0274.Superseded values are not recommended for survey control.
 TD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0274.See file dsdata.txt to determine how the superseded data were derived.
 TD0274
 TD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU284941(NAD 83)
 TD0274_MARKER: DB = BENCH MARK DISK
 TD0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0274_STAMPING: G-182 1935
 TD0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0274+STABILITY: SURFACE MOTION
 TD0274
 TD0274  HISTORY     - Date     Condition        Report By
 TD0274  HISTORY     - 1935     MONUMENTED       CGS
 TD0274  HISTORY     - 1971     POOR             USGS
 TD0274
 TD0274                          STATION DESCRIPTION
 TD0274
 TD0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0274'3.5 MI W FROM BOWESMONT.
 TD0274'3.5 MILES WEST ALONG SECTION ROAD FROM N.P. RR STATION AT BOWESMONT.
 TD0274'N. E. CORNER OF SEC. 18, T 160 N, R 51 W.  32.5 FEET SOUTH OF
 TD0274'CENTERLINE OF EAST-WEST ROAD.  28 FEET WEST OF CENTERLINE OF
 TD0274'NORTH-SOUTH ROAD.  TABLET SET IN PRECAST CONCRETE POST.
 TD0274
 TD0274                          STATION RECOVERY (1971)
 TD0274
 TD0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TD0274'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0638 ***********************************************************************
 TD0638  DESIGNATION -  G 183
 TD0638  PID         -  TD0638
 TD0638  STATE/COUNTY-  ND/PEMBINA
 TD0638  USGS QUAD   -  
 TD0638
 TD0638                         *CURRENT SURVEY CONTROL
 TD0638  ___________________________________________________________________
 TD0638* NAD 83(1986)-  49 00 00.     (N)    097 50 02.     (W)     SCALED    
 TD0638* NAVD 88     -       276.550  (meters)     907.31   (feet)  ADJUSTED  
 TD0638  ___________________________________________________________________
 TD0638  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 TD0638  DYNAMIC HT  -         276.634 (meters)     907.59  (feet)  COMP
 TD0638  MODELED GRAV-     980,906.4   (mgal)                       NAVD 88
 TD0638
 TD0638  VERT ORDER  -  SECOND    CLASS 0
 TD0638
 TD0638.The horizontal coordinates were scaled from a topographic map and have
 TD0638.an estimated accuracy of +/- 6 seconds.
 TD0638
 TD0638.The orthometric height was determined by differential leveling
 TD0638.and adjusted by the National Geodetic Survey in June 1991..
 TD0638
 TD0638.The geoid height was determined by GEOID03.
 TD0638
 TD0638.The dynamic height is computed by dividing the NAVD 88
 TD0638.geopotential number by the normal gravity value computed on the
 TD0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0638.degrees latitude (g = 980.6199 gals.).
 TD0638
 TD0638.The modeled gravity was interpolated from observed gravity values.
 TD0638
 TD0638;                    North         East    Units  Estimated Accuracy
 TD0638;SPC ND N     -   225,760.      795,060.      MT  (+/- 180 meters Scaled)
 TD0638
 TD0638                          SUPERSEDED SURVEY CONTROL
 TD0638
 TD0638  NGVD 29 (??/??/92)  276.174  (m)          906.08   (f) ADJ UNCH    2 0
 TD0638
 TD0638.Superseded values are not recommended for survey control.
 TD0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0638.See file dsdata.txt to determine how the superseded data were derived.
 TD0638
 TD0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV852281(NAD 83)
 TD0638_MARKER: DB = BENCH MARK DISK
 TD0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0638_STAMPING: G 183 1935
 TD0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0638+STABILITY: SURFACE MOTION
 TD0638
 TD0638  HISTORY     - Date     Condition        Report By
 TD0638  HISTORY     - 1935     MONUMENTED       CGS
 TD0638  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0638
 TD0638                          STATION DESCRIPTION
 TD0638
 TD0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0638'9 MI NE FROM WALHALLA.
 TD0638'9 MILES NORTHEAST OF WALHALLA, PEMBINA COUNTY, FROM THE CROSSING OF
 TD0638'THE VANG ROAD AT WHICH PLACE IT MAY BE REACHED BY GOING 5.4 MILES
 TD0638'NORTHEAST ALONG STATE HIGHWAY 32, THEN 3.0 MILES EAST, AND 0.5 MILE
 TD0638'NORTH ALONG SECTION-LINE ROADS, AND 0.3 MILE EAST ALONG A BOUNDARYLINE
 TD0638'ROAD.  THE BENCH MARK IS AT THE UNITED STATES-CANADIAN BOUNDARY LINE,
 TD0638'0.3 MILE EAST OF THE QUARTER CORNER OF SECTION LINE OF SECTIONS 25 AND
 TD0638'26, T. 164 N., R. 56 W., AT THE NORTHWEST CORNER OF THE NE 1/4 OF SW
 TD0638'1/4 OF SECTION 25, AND 2.7 FEET EAST OF INTERNATIONAL BOUNDARY MARKER
 TD0638'804.  A STANDARD DISK, STAMPED G 183 1935 AND SET IN THE TOP OF A
 TD0638'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0683 ***********************************************************************
 TD0683  DESIGNATION -  G 184
 TD0683  PID         -  TD0683
 TD0683  STATE/COUNTY-  ND/PEMBINA
 TD0683  USGS QUAD   -  HENSEL (1964)
 TD0683
 TD0683                         *CURRENT SURVEY CONTROL
 TD0683  ___________________________________________________________________
 TD0683* NAD 83(1986)-  48 44 48.     (N)    097 41 14.     (W)     SCALED    
 TD0683* NAVD 88     -       284.995  (meters)     935.02   (feet)  ADJUSTED  
 TD0683  ___________________________________________________________________
 TD0683  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 TD0683  DYNAMIC HT  -         285.070 (meters)     935.27  (feet)  COMP
 TD0683  MODELED GRAV-     980,863.5   (mgal)                       NAVD 88
 TD0683
 TD0683  VERT ORDER  -  SECOND    CLASS 0
 TD0683
 TD0683.The horizontal coordinates were scaled from a topographic map and have
 TD0683.an estimated accuracy of +/- 6 seconds.
 TD0683
 TD0683.The orthometric height was determined by differential leveling
 TD0683.and adjusted by the National Geodetic Survey in June 1991..
 TD0683
 TD0683.The geoid height was determined by GEOID03.
 TD0683
 TD0683.The dynamic height is computed by dividing the NAVD 88
 TD0683.geopotential number by the normal gravity value computed on the
 TD0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0683.degrees latitude (g = 980.6199 gals.).
 TD0683
 TD0683.The modeled gravity was interpolated from observed gravity values.
 TD0683
 TD0683;                    North         East    Units  Estimated Accuracy
 TD0683;SPC ND N     -   197,980.      806,810.      MT  (+/- 180 meters Scaled)
 TD0683
 TD0683                          SUPERSEDED SURVEY CONTROL
 TD0683
 TD0683  NGVD 29 (??/??/92)  284.612  (m)          933.76   (f) ADJ UNCH    2 0
 TD0683
 TD0683.Superseded values are not recommended for survey control.
 TD0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0683.See file dsdata.txt to determine how the superseded data were derived.
 TD0683
 TD0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV965001(NAD 83)
 TD0683_MARKER: DB = BENCH MARK DISK
 TD0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0683_STAMPING: G-184 1935
 TD0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0683+STABILITY: SURFACE MOTION
 TD0683
 TD0683  HISTORY     - Date     Condition        Report By
 TD0683  HISTORY     - 1935     MONUMENTED       CGS
 TD0683
 TD0683                          STATION DESCRIPTION
 TD0683
 TD0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0683'5.1 MI NW FROM HENSEL.
 TD0683'1.0 MILES WEST OF HENSEL STATE BANK BUILDING AT HENSEL THENCE 4.1
 TD0683'MILES NORTH ALONG SECTION ROADS.  S. W. CORNER SEC. 19, T 161 N, R 54
 TD0683'W.  ABOUT .5 MILE NORTH OF SCHEVING SCHOOL.  41.7 FEET EAST OF
 TD0683'CENTERLINE OF NORTH-SOUTH ROAD.  37 FEET NORTH OF CENTERLINE OF
 TD0683'EAST-WEST ROAD.  9.4 FEET NORTHEAST OF SOUTHWEST CORNER OF WIRE FENCE.
 TD0683'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0092 ***********************************************************************
 TE0092  DESIGNATION -  G 185
 TE0092  PID         -  TE0092
 TE0092  STATE/COUNTY-  ND/CAVALIER
 TE0092  USGS QUAD   -  LANGDON WEST (1983)
 TE0092
 TE0092                         *CURRENT SURVEY CONTROL
 TE0092  ___________________________________________________________________
 TE0092* NAD 83(1986)-  48 45 40.     (N)    098 23 14.     (W)     SCALED    
 TE0092* NAVD 88     -       490.829  (meters)    1610.33   (feet)  ADJUSTED  
 TE0092  ___________________________________________________________________
 TE0092  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE0092  DYNAMIC HT  -         490.941 (meters)    1610.70  (feet)  COMP
 TE0092  MODELED GRAV-     980,823.9   (mgal)                       NAVD 88
 TE0092
 TE0092  VERT ORDER  -  SECOND    CLASS 0
 TE0092
 TE0092.The horizontal coordinates were scaled from a topographic map and have
 TE0092.an estimated accuracy of +/- 6 seconds.
 TE0092
 TE0092.The orthometric height was determined by differential leveling
 TE0092.and adjusted by the National Geodetic Survey in June 1991..
 TE0092
 TE0092.The geoid height was determined by GEOID03.
 TE0092
 TE0092.The dynamic height is computed by dividing the NAVD 88
 TE0092.geopotential number by the normal gravity value computed on the
 TE0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0092.degrees latitude (g = 980.6199 gals.).
 TE0092
 TE0092.The modeled gravity was interpolated from observed gravity values.
 TE0092
 TE0092;                    North         East    Units  Estimated Accuracy
 TE0092;SPC ND N     -   197,940.      755,320.      MT  (+/- 180 meters Scaled)
 TE0092
 TE0092                          SUPERSEDED SURVEY CONTROL
 TE0092
 TE0092  NGVD 29 (??/??/92)  490.421  (m)         1608.99   (f) ADJ UNCH    2 0
 TE0092
 TE0092.Superseded values are not recommended for survey control.
 TE0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0092.See file dsdata.txt to determine how the superseded data were derived.
 TE0092
 TE0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV450010(NAD 83)
 TE0092_MARKER: DB = BENCH MARK DISK
 TE0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0092_STAMPING: G-185 1935
 TE0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0092+STABILITY: SURFACE MOTION
 TE0092
 TE0092  HISTORY     - Date     Condition        Report By
 TE0092  HISTORY     - 1935     MONUMENTED       CGS
 TE0092
 TE0092                          STATION DESCRIPTION
 TE0092
 TE0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0092'0.9 MI W FROM LANGDON.
 TE0092'0.9 MILES WEST ALONG STATE HWY 5 FROM COURT HOUSE.  N.E. CORNER OF
 TE0092'SEC. 22, T 161 N, R 60 W.  40.5 FEET SOUTH OF CENTERLINE OF EAST-WEST
 TE0092'ROAD 38.5 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  9.3 FEET
 TE0092'SOUTHWEST OF CORNER POWER POLE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0143 ***********************************************************************
 TE0143  DESIGNATION -  G 186 RESET
 TE0143  PID         -  TE0143
 TE0143  STATE/COUNTY-  ND/CAVALIER
 TE0143  USGS QUAD   -  EASBY (1972)
 TE0143
 TE0143                         *CURRENT SURVEY CONTROL
 TE0143  ___________________________________________________________________
 TE0143* NAD 83(1986)-  48 43 52.     (N)    098 21 57.     (W)     SCALED    
 TE0143* NAVD 88     -       494.16   (+/-2cm)    1621.3    (feet)  VERTCON   
 TE0143  ___________________________________________________________________
 TE0143  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0143
 TE0143  VERT ORDER  -  THIRD (See Below)
 TE0143
 TE0143.The horizontal coordinates were scaled from a topographic map and have
 TE0143.an estimated accuracy of +/- 6 seconds.
 TE0143
 TE0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0143.The vertical order pertains to the NGVD 29 superseded value.
 TE0143
 TE0143.The geoid height was determined by GEOID03.
 TE0143
 TE0143;                    North         East    Units  Estimated Accuracy
 TE0143;SPC ND N     -   194,650.      756,980.      MT  (+/- 180 meters Scaled)
 TE0143
 TE0143                          SUPERSEDED SURVEY CONTROL
 TE0143
 TE0143  NGVD 29 (??/??/??)  493.77   (m)         1620.0    (f) RESET       3  
 TE0143
 TE0143.Superseded values are not recommended for survey control.
 TE0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0143.See file dsdata.txt to determine how the superseded data were derived.
 TE0143
 TE0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU466977(NAD 83)
 TE0143_MARKER: DB = BENCH MARK DISK
 TE0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0143_STAMPING: G 186 RESET 1950
 TE0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0143+STABILITY: SURFACE MOTION
 TE0143
 TE0143  HISTORY     - Date     Condition        Report By
 TE0143  HISTORY     - 1950     MONUMENTED       NDHD
 TE0143  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0143
 TE0143                          STATION DESCRIPTION
 TE0143
 TE0143'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TE0143'2.3 MI S FROM LANGDON.
 TE0143'2.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE AT
 TE0143'LANGDON, CAVALIER COUNTY, AT THE NORTHEAST CORNER OF SECTION 35, T.
 TE0143'161 N., R. 60 W., 285 FEET SOUTH OF A ROAD INTERSECTION, 125 FEET
 TE0143'NORTHEAST OF THE NORTHEAST CORNER OF THE VENENCE SHAPUT FARMHOUSE,
 TE0143'43.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15.6 FEET NORTHWEST
 TE0143'OF A POWER-TRANSMISSION LINE POLE, 5.4 FEET WEST OF THE NORTHEAST
 TE0143'CORNER OF A GUARD FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 TE0143
 TE0143                          STATION RECOVERY (1972)
 TE0143
 TE0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0202 ***********************************************************************
 TE0202  DESIGNATION -  G 187
 TE0202  PID         -  TE0202
 TE0202  STATE/COUNTY-  ND/CAVALIER
 TE0202  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0202
 TE0202                         *CURRENT SURVEY CONTROL
 TE0202  ___________________________________________________________________
 TE0202* NAD 83(1986)-  48 59 34.     (N)    098 29 47.     (W)     SCALED    
 TE0202* NAVD 88     -       471.338  (meters)    1546.38   (feet)  ADJUSTED  
 TE0202  ___________________________________________________________________
 TE0202  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 TE0202  DYNAMIC HT  -         471.457 (meters)    1546.77  (feet)  COMP
 TE0202  MODELED GRAV-     980,847.7   (mgal)                       NAVD 88
 TE0202
 TE0202  VERT ORDER  -  SECOND    CLASS 0
 TE0202
 TE0202.The horizontal coordinates were scaled from a topographic map and have
 TE0202.an estimated accuracy of +/- 6 seconds.
 TE0202
 TE0202.The orthometric height was determined by differential leveling
 TE0202.and adjusted by the National Geodetic Survey in June 1991..
 TE0202
 TE0202.The geoid height was determined by GEOID03.
 TE0202
 TE0202.The dynamic height is computed by dividing the NAVD 88
 TE0202.geopotential number by the normal gravity value computed on the
 TE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0202.degrees latitude (g = 980.6199 gals.).
 TE0202
 TE0202.The modeled gravity was interpolated from observed gravity values.
 TE0202
 TE0202;                    North         East    Units  Estimated Accuracy
 TE0202;SPC ND N     -   223,480.      746,620.      MT  (+/- 180 meters Scaled)
 TE0202
 TE0202                          SUPERSEDED SURVEY CONTROL
 TE0202
 TE0202  NGVD 29 (??/??/92)  470.959  (m)         1545.14   (f) ADJ UNCH    2 0
 TE0202
 TE0202.Superseded values are not recommended for survey control.
 TE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0202.See file dsdata.txt to determine how the superseded data were derived.
 TE0202
 TE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV368267(NAD 83)
 TE0202_MARKER: DB = BENCH MARK DISK
 TE0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0202_STAMPING: G 187 1935
 TE0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0202+STABILITY: SURFACE MOTION
 TE0202
 TE0202  HISTORY     - Date     Condition        Report By
 TE0202  HISTORY     - 1935     MONUMENTED       CGS
 TE0202  HISTORY     - 1964     GOOD             NGS
 TE0202
 TE0202                          STATION DESCRIPTION
 TE0202
 TE0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0202'6.6 MI W FROM MAIDA.
 TE0202'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE U.S. CUSTOMS
 TE0202'INSPECTION STATION AT MAIDA, THENCE 5.1 MILES WEST ALONG A GRAVELED
 TE0202'ROAD, THENCE 1.0 MILE WEST ALONG A TRAIL ROAD, IN S 36, R 61 W, T 164
 TE0202'N, 51 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 50 FEET EAST OF
 TE0202'THE CENTER LINE OF A NORTH-SOUTH TRAIL ROAD, 75 FEET SOUTHWEST OF
 TE0202'CUSTOMS HOUSE SIGN, 6 FEET WEST OF THE CENTER OF A PILE OF GRANITE
 TE0202'BOULDERS, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 TE0202'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0202'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1163 ***********************************************************************
 TE1163  DESIGNATION -  G 188
 TE1163  PID         -  TE1163
 TE1163  STATE/COUNTY-  ND/TOWNER
 TE1163  USGS QUAD   -  ROCK LAKE NW (1969)
 TE1163
 TE1163                         *CURRENT SURVEY CONTROL
 TE1163  ___________________________________________________________________
 TE1163* NAD 83(1986)-  48 59 36.     (N)    099 07 57.     (W)     SCALED    
 TE1163* NAVD 88     -       482.018  (meters)    1581.42   (feet)  ADJUSTED  
 TE1163  ___________________________________________________________________
 TE1163  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 TE1163  DYNAMIC HT  -         482.142 (meters)    1581.83  (feet)  COMP
 TE1163  MODELED GRAV-     980,852.5   (mgal)                       NAVD 88
 TE1163
 TE1163  VERT ORDER  -  SECOND    CLASS 0
 TE1163
 TE1163.The horizontal coordinates were scaled from a topographic map and have
 TE1163.an estimated accuracy of +/- 6 seconds.
 TE1163
 TE1163.The orthometric height was determined by differential leveling
 TE1163.and adjusted by the National Geodetic Survey in June 1991..
 TE1163
 TE1163.The geoid height was determined by GEOID03.
 TE1163
 TE1163.The dynamic height is computed by dividing the NAVD 88
 TE1163.geopotential number by the normal gravity value computed on the
 TE1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1163.degrees latitude (g = 980.6199 gals.).
 TE1163
 TE1163.The modeled gravity was interpolated from observed gravity values.
 TE1163
 TE1163;                    North         East    Units  Estimated Accuracy
 TE1163;SPC ND N     -   222,530.      700,080.      MT  (+/- 180 meters Scaled)
 TE1163
 TE1163                          SUPERSEDED SURVEY CONTROL
 TE1163
 TE1163  NGVD 29 (??/??/92)  481.610  (m)         1580.08   (f) ADJ UNCH    2 0
 TE1163
 TE1163.Superseded values are not recommended for survey control.
 TE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1163.See file dsdata.txt to determine how the superseded data were derived.
 TE1163
 TE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV903267(NAD 83)
 TE1163_MARKER: DB = BENCH MARK DISK
 TE1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1163_STAMPING: G 188 1935
 TE1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1163+STABILITY: SURFACE MOTION
 TE1163
 TE1163  HISTORY     - Date     Condition        Report By
 TE1163  HISTORY     - 1935     MONUMENTED       CGS
 TE1163
 TE1163                          STATION DESCRIPTION
 TE1163
 TE1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1163'8.1 MI NW FROM SARLES.
 TE1163'IN TOWNER COUNTY, 3.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE
 TE1163'GREAT NORTHERN RAILWAY STATION AT SARLES, CAVALIER COUNTY, 6.1 MILES
 TE1163'WEST ALONG A SECTION-LINE ROAD, AT THE SOUTHEAST CORNER OF SECTION 25,
 TE1163'T. 164 N., R. 66 W., 565 FEET WEST OF A NORTH-AND-SOUTH ROAD, 450 FEET
 TE1163'SOUTH OF THE SOUTHEAST CORNER OF THE T.H. MURCHIE FARMHOUSE, 30 FEET
 TE1163'NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 28.7 FEET EAST OF A
 TE1163'SOUTHWEST FENCE CORNER, AND 3.5 FEET WEST OF A POLE.  A STANDARD DISK,
 TE1163'STAMPED G 188 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0015 ***********************************************************************
 TE0015  DESIGNATION -  G 189
 TE0015  PID         -  TE0015
 TE0015  STATE/COUNTY-  ND/CAVALIER
 TE0015  USGS QUAD   -  MAIDA (1967)
 TE0015
 TE0015                         *CURRENT SURVEY CONTROL
 TE0015  ___________________________________________________________________
 TE0015* NAD 83(1986)-  48 53 30.     (N)    098 19 16.     (W)     SCALED    
 TE0015* NAVD 88     -       485.502  (meters)    1592.85   (feet)  ADJUSTED  
 TE0015  ___________________________________________________________________
 TE0015  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0015  DYNAMIC HT  -         485.617 (meters)    1593.23  (feet)  COMP
 TE0015  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TE0015
 TE0015  VERT ORDER  -  SECOND    CLASS 0
 TE0015
 TE0015.The horizontal coordinates were scaled from a topographic map and have
 TE0015.an estimated accuracy of +/- 6 seconds.
 TE0015
 TE0015.The orthometric height was determined by differential leveling
 TE0015.and adjusted by the National Geodetic Survey in June 1991..
 TE0015
 TE0015.The geoid height was determined by GEOID03.
 TE0015
 TE0015.The dynamic height is computed by dividing the NAVD 88
 TE0015.geopotential number by the normal gravity value computed on the
 TE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0015.degrees latitude (g = 980.6199 gals.).
 TE0015
 TE0015.The modeled gravity was interpolated from observed gravity values.
 TE0015
 TE0015;                    North         East    Units  Estimated Accuracy
 TE0015;SPC ND N     -   212,590.      759,760.      MT  (+/- 180 meters Scaled)
 TE0015
 TE0015                          SUPERSEDED SURVEY CONTROL
 TE0015
 TE0015  NGVD 29 (??/??/92)  485.113  (m)         1591.57   (f) ADJ UNCH    2 0
 TE0015
 TE0015.Superseded values are not recommended for survey control.
 TE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0015.See file dsdata.txt to determine how the superseded data were derived.
 TE0015
 TE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV497156(NAD 83)
 TE0015_MARKER: DB = BENCH MARK DISK
 TE0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0015_STAMPING: G 189 1935
 TE0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0015+STABILITY: SURFACE MOTION
 TE0015
 TE0015  HISTORY     - Date     Condition        Report By
 TE0015  HISTORY     - 1935     MONUMENTED       CGS
 TE0015  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0015
 TE0015                          STATION DESCRIPTION
 TE0015
 TE0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0015'10.2 MI W FROM VANG.
 TE0015'4.6 MILES WEST ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL, AT
 TE0015'VANG, CAVALIER COUNTY, 1.5 MILE SOUTHWEST AND 4.1 MILES WEST ALONG
 TE0015'SECTION-LINE ROADS.  AT THE SOUTHEAST CORNER OF SECTION 31, T. 163 N.,
 TE0015'R. 59 W., AT A ROAD INTERSECTION, 37 FEET NORTH OF THE CENTERLINE OF
 TE0015'THE EAST-AND-WEST ROAD, 26 FEET WEST OF THE CENTERLINE OF THE
 TE0015'NORTH-AND-SOUTH ROAD, AND 16.7 FEET WEST OF THE WEST END OF A
 TE0015'METAL-PIPE CULVERT.  A STANDARD DISK, STAMPED G 189 1935 AND SET IN
 TE0015'THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD AT THE DESCRIBED LOCATION
 TE0015'HAS BEEN REBUILT AND THE DITCH HAS BEEN CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0162 ***********************************************************************
 RS0162  DESIGNATION -  G 19 RESET
 RS0162  PID         -  RS0162
 RS0162  STATE/COUNTY-  ND/BOWMAN
 RS0162  USGS QUAD   -  BOWMAN SW (1978)
 RS0162
 RS0162                         *CURRENT SURVEY CONTROL
 RS0162  ___________________________________________________________________
 RS0162* NAD 83(1996)-  46 02 21.55865(N)    103 24 40.58776(W)     ADJUSTED  
 RS0162* NAVD 88     -       907.98   (+/-2cm)    2978.9    (feet)  VERTCON   
 RS0162  ___________________________________________________________________
 RS0162  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 RS0162  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RS0162
 RS0162  HORZ ORDER  -  THIRD
 RS0162  VERT ORDER  -  THIRD (See Below)
 RS0162
 RS0162.The horizontal coordinates were established by classical geodetic methods
 RS0162.and adjusted by the National Geodetic Survey in January 1998..
 RS0162.No horizontal observational check was made to the station.
 RS0162
 RS0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0162.The vertical order pertains to the NGVD 29 superseded value.
 RS0162
 RS0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0162
 RS0162.The geoid height was determined by GEOID03.
 RS0162
 RS0162;                    North         East     Units Scale Factor Converg.
 RS0162;SPC ND S     -    45,599.104   374,687.392   MT  1.00003142   -2 07 24.4
 RS0162;SPC ND S     -   149,603.36  1,229,289.34   iFT  1.00003142   -2 07 24.4
 RS0162;SPC SD N     -   250,716.390   335,993.531   MT  1.00008822   -2 24 51.4
 RS0162;SPC SD N     -   822,558.69  1,102,338.78   sFT  1.00008822   -2 24 51.4
 RS0162;UTM  13      - 5,099,643.405   622,930.980   MT  0.99978578   +1 08 37.4
 RS0162
 RS0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0162!SPC ND S     -   0.99986015  x   1.00003142  =   0.99989157
 RS0162!SPC SD N     -   0.99986015  x   1.00008822  =   0.99994836
 RS0162!UTM  13      -   0.99986015  x   0.99978578  =   0.99964596
 RS0162
 RS0162|---------------------------------------------------------------------|
 RS0162| PID    Reference Object                     Distance      Geod. Az  |
 RS0162|                                                           dddmmss.s |
 RS0162| RS0161 G 19                                 14.555 METERS 07715     |
 RS0162| CS9168 G 19 AZ MK                                         1760918.8 |
 RS0162| RS0164 G 19 RESET RM 4                      19.270 METERS 17946     |
 RS0162| CQ7107 G 19 RESET AZ MK                                   1795823.0 |
 RS0162| RS0163 G 19 RESET RM 3                      20.298 METERS 35822     |
 RS0162|---------------------------------------------------------------------|
 RS0162
 RS0162                          SUPERSEDED SURVEY CONTROL
 RS0162
 RS0162  NAD 83(1996)-  46 02 21.54616(N)    103 24 40.58473(W) AD(       ) 3
 RS0162  NAD 83(1986)-  46 02 21.54188(N)    103 24 40.57941(W) AD(       ) 3
 RS0162  NAD 27      -  46 02 21.53098(N)    103 24 38.91810(W) AD(       ) 3
 RS0162  NGVD 29 (11/04/04)  907.48   (m)         2977.3    (f) RESET       3  
 RS0162
 RS0162.Superseded values are not recommended for survey control.
 RS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0162.See file dsdata.txt to determine how the superseded data were derived.
 RS0162
 RS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL2293199643(NAD 83)
 RS0162_MARKER: DS = TRIANGULATION STATION DISK
 RS0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0162_STAMPING: B.M. G 19 RESET 1966
 RS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0162+STABILITY: SURFACE MOTION
 RS0162
 RS0162  HISTORY     - Date     Condition        Report By
 RS0162  HISTORY     - 1966     MONUMENTED       CGS
 RS0162  HISTORY     - 1966     GOOD             CGS
 RS0162
 RS0162                          STATION DESCRIPTION
 RS0162
 RS0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 RS0162'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF BOWMAN, AND ON THE
 RS0162'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 85.
 RS0162'
 RS0162'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND
 RS0162'85 AT THE CEMETERY WHICH IS ABOUT 1.0 MILE SOUTHWEST OF BOWMAN,
 RS0162'GO SOUTH ON U.S. HIGHWAY 85 FOR 9.7 MILES TO A CHURCH AND THE
 RS0162'STATION ON THE RIGHT.
 RS0162'
 RS0162'STATION SURFACE MARK, A STANDARD DISK STAMPED B.M. G 19 RESET 1966,
 RS0162'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 RS0162'IT IS 99 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 70.5
 RS0162'FEET SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, AND 2 FEET NORTH
 RS0162'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED B.M.
 RS0162'G 19 2 1966, SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 RS0162'BELOW THE SURFACE OF THE GROUND.
 RS0162'
 RS0162'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BENCH MARK G 19
 RS0162'RESET NO 3 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 RS0162'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 100 FEET WEST OF
 RS0162'THE CENTERLINE OF U.S. HIGHWAY 85 AND 4.4 FEET SOUTH-SOUTHWEST OF
 RS0162'THE SOUTHEAST CORNER OF THE CHURCH.
 RS0162'
 RS0162'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BENCH MARK G 19
 RS0162'RESET NO. 4 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 RS0162'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 99 FEET WEST OF THE
 RS0162'CENTERLINE OF U.S. HIGHWAY 85.
 RS0162'
 RS0162'AZIMUTH MARK, A STANDARD DISK STAMPED B.M. G 19 RESET 1966, IS
 RS0162'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 RS0162'IT IS 99 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 6 FEET
 RS0162'NORTH-NORTHEAST OF A TELEPHONE POLE, AND 2 FEET NORTH OF A METAL
 RS0162'WITNESS POST.
 RS0162'
 RS0162'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 RS0162'HIGHWAY 85 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 RS0162
 RS0162                          STATION RECOVERY (1966)
 RS0162
 RS0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 RS0162'9.7 MI S FROM BOWMAN.
 RS0162'ABOUT 9.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF U.S.
 RS0162'HIGHWAYS 12 AND 85 WHICH IS ABOUT 1.0 MILE SOUTHWEST OF BOWMAN, 99
 RS0162'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 70.5 FEET SOUTH OF THE
 RS0162'SOUTHEAST CORNER OF A CHURCH, 2 FEET NORTH OF A METAL WITNESS POST,
 RS0162'AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 RS0162'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0163 ***********************************************************************
 RS0163  DESIGNATION -  G 19 RESET RM 3
 RS0163  PID         -  RS0163
 RS0163  STATE/COUNTY-  ND/BOWMAN
 RS0163  USGS QUAD   -  BOWMAN SW (1978)
 RS0163
 RS0163                         *CURRENT SURVEY CONTROL
 RS0163  ___________________________________________________________________
 RS0163* NAD 83(1986)-  46 02 21.     (N)    103 24 41.     (W)     SCALED    
 RS0163* NAVD 88     -       908.18   (+/-2cm)    2979.6    (feet)  VERTCON   
 RS0163  ___________________________________________________________________
 RS0163  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RS0163
 RS0163  VERT ORDER  -  THIRD (See Below)
 RS0163
 RS0163.The horizontal coordinates were scaled from a topographic map and have
 RS0163.an estimated accuracy of +/- 6 seconds.
 RS0163
 RS0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0163.The vertical order pertains to the NGVD 29 superseded value.
 RS0163
 RS0163.The geoid height was determined by GEOID03.
 RS0163
 RS0163;                    North         East    Units  Estimated Accuracy
 RS0163;SPC ND S     -    45,580.      374,680.      MT  (+/- 180 meters Scaled)
 RS0163
 RS0163                          SUPERSEDED SURVEY CONTROL
 RS0163
 RS0163  NGVD 29 (11/04/04)  907.69   (m)         2978.0    (f) RESET       3  
 RS0163
 RS0163.Superseded values are not recommended for survey control.
 RS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0163.See file dsdata.txt to determine how the superseded data were derived.
 RS0163
 RS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL229996(NAD 83)
 RS0163_MARKER: DR = REFERENCE MARK DISK
 RS0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0163_STAMPING: BENCH MARK G 19 NO 3 1966
 RS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0163+STABILITY: SURFACE MOTION
 RS0163
 RS0163  HISTORY     - Date     Condition        Report By
 RS0163  HISTORY     - 1966     MONUMENTED       CGS
 RS0163
 RS0163                          STATION DESCRIPTION
 RS0163
 RS0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RS0163'9.7 MI S FROM BOWMAN.
 RS0163'ABOUT 9.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF U.S.
 RS0163'HIGHWAYS 12 AND 85 WHICH IS ABOUT 1.0 MILE SOUTHWEST OF BOWMAN, 100
 RS0163'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 4.4 FEET SOUTH
 RS0163'SOUTHWEST OF THE SOUTHEAST CORNER OF A CHURCH, AND IS SET IN THE TOP
 RS0163'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 RS0163'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0164 ***********************************************************************
 RS0164  DESIGNATION -  G 19 RESET RM 4
 RS0164  PID         -  RS0164
 RS0164  STATE/COUNTY-  ND/BOWMAN
 RS0164  USGS QUAD   -  BOWMAN SW (1978)
 RS0164
 RS0164                         *CURRENT SURVEY CONTROL
 RS0164  ___________________________________________________________________
 RS0164* NAD 83(1986)-  46 02 21.     (N)    103 24 41.     (W)     SCALED    
 RS0164* NAVD 88     -       907.42   (+/-2cm)    2977.1    (feet)  VERTCON   
 RS0164  ___________________________________________________________________
 RS0164  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 RS0164
 RS0164  VERT ORDER  -  THIRD (See Below)
 RS0164
 RS0164.The horizontal coordinates were scaled from a topographic map and have
 RS0164.an estimated accuracy of +/- 6 seconds.
 RS0164
 RS0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0164.The vertical order pertains to the NGVD 29 superseded value.
 RS0164
 RS0164.The geoid height was determined by GEOID03.
 RS0164
 RS0164;                    North         East    Units  Estimated Accuracy
 RS0164;SPC ND S     -    45,580.      374,680.      MT  (+/- 180 meters Scaled)
 RS0164
 RS0164                          SUPERSEDED SURVEY CONTROL
 RS0164
 RS0164  NGVD 29 (11/04/04)  906.93   (m)         2975.5    (f) RESET       3  
 RS0164
 RS0164.Superseded values are not recommended for survey control.
 RS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0164.See file dsdata.txt to determine how the superseded data were derived.
 RS0164
 RS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL229996(NAD 83)
 RS0164_MARKER: DR = REFERENCE MARK DISK
 RS0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0164_STAMPING: BENCH MARK G 19 NO 4 1966
 RS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0164+STABILITY: SURFACE MOTION
 RS0164
 RS0164  HISTORY     - Date     Condition        Report By
 RS0164  HISTORY     - 1966     MONUMENTED       CGS
 RS0164
 RS0164                          STATION DESCRIPTION
 RS0164
 RS0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RS0164'9.7 MI S FROM BOWMAN.
 RS0164'ABOUT 9.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF U.S.
 RS0164'HIGHWAYS 12 AND 85 WHICH IS ABOUT 1.0 MILE SOUTHWEST OF BOWMAN, 99
 RS0164'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, AND IS SET IN THE TOP
 RS0164'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 RS0164'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0875 ***********************************************************************
 TE0875  DESIGNATION -  G 190
 TE0875  PID         -  TE0875
 TE0875  STATE/COUNTY-  ND/CAVALIER
 TE0875  USGS QUAD   -  SARLES NE (1970)
 TE0875
 TE0875                         *CURRENT SURVEY CONTROL
 TE0875  ___________________________________________________________________
 TE0875* NAD 83(1986)-  48 53 30.     (N)    098 52 07.     (W)     SCALED    
 TE0875* NAVD 88     -       482.068  (meters)    1581.58   (feet)  ADJUSTED  
 TE0875  ___________________________________________________________________
 TE0875  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 TE0875  DYNAMIC HT  -         482.183 (meters)    1581.96  (feet)  COMP
 TE0875  MODELED GRAV-     980,831.7   (mgal)                       NAVD 88
 TE0875
 TE0875  VERT ORDER  -  SECOND    CLASS 0
 TE0875
 TE0875.The horizontal coordinates were scaled from a topographic map and have
 TE0875.an estimated accuracy of +/- 6 seconds.
 TE0875
 TE0875.The orthometric height was determined by differential leveling
 TE0875.and adjusted by the National Geodetic Survey in June 1991..
 TE0875
 TE0875.The geoid height was determined by GEOID03.
 TE0875
 TE0875.The dynamic height is computed by dividing the NAVD 88
 TE0875.geopotential number by the normal gravity value computed on the
 TE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0875.degrees latitude (g = 980.6199 gals.).
 TE0875
 TE0875.The modeled gravity was interpolated from observed gravity values.
 TE0875
 TE0875;                    North         East    Units  Estimated Accuracy
 TE0875;SPC ND N     -   211,600.      719,630.      MT  (+/- 180 meters Scaled)
 TE0875
 TE0875                          SUPERSEDED SURVEY CONTROL
 TE0875
 TE0875  NGVD 29 (??/??/92)  481.660  (m)         1580.25   (f) ADJ UNCH    2 0
 TE0875
 TE0875.Superseded values are not recommended for survey control.
 TE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0875.See file dsdata.txt to determine how the superseded data were derived.
 TE0875
 TE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV096154(NAD 83)
 TE0875_MARKER: DB = BENCH MARK DISK
 TE0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0875_STAMPING: G 190 1935
 TE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0875+STABILITY: SURFACE MOTION
 TE0875
 TE0875  HISTORY     - Date     Condition        Report By
 TE0875  HISTORY     - 1935     MONUMENTED       CGS
 TE0875
 TE0875                          STATION DESCRIPTION
 TE0875
 TE0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0875'1.8 MI NW FROM CALVIN.
 TE0875'1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0875'AT CALVIN, CAVALIER COUNTY, 1.0 MILE NORTH AND 4.0 MILES EAST ALONG
 TE0875'SECTION-LINE ROADS.  AT THE NORTHWEST CORNER OF SECTION 6, T. 162 N.,
 TE0875'R. 63 W., AT A ROAD INTERSECTION, 39 FEET SOUTH OF THE CENTERLINE OF
 TE0875'THE EAST-AND-WEST ROAD, 30 FEET EAST OF THE CENTERLINE OF THE
 TE0875'NORTH-AND-SOUTH ROAD, AND 3.1 FEET NORTH OF A POLE.  A STANDARD DISK,
 TE0875'STAMPED G 190 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1422 ***********************************************************************
 TE1422  DESIGNATION -  G 192
 TE1422  PID         -  TE1422
 TE1422  STATE/COUNTY-  ND/BENSON
 TE1422  USGS QUAD   -  FILLMORE (1958)
 TE1422
 TE1422                         *CURRENT SURVEY CONTROL
 TE1422  ___________________________________________________________________
 TE1422* NAD 83(1986)-  48 12 47.     (N)    099 49 42.     (W)     SCALED    
 TE1422* NAVD 88     -       504.914  (meters)    1656.54   (feet)  ADJUSTED  
 TE1422  ___________________________________________________________________
 TE1422  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE1422  DYNAMIC HT  -         505.007 (meters)    1656.84  (feet)  COMP
 TE1422  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 TE1422
 TE1422  VERT ORDER  -  SECOND    CLASS 0
 TE1422
 TE1422.The horizontal coordinates were scaled from a topographic map and have
 TE1422.an estimated accuracy of +/- 6 seconds.
 TE1422
 TE1422.The orthometric height was determined by differential leveling
 TE1422.and adjusted by the National Geodetic Survey in June 1991..
 TE1422
 TE1422.The geoid height was determined by GEOID03.
 TE1422
 TE1422.The dynamic height is computed by dividing the NAVD 88
 TE1422.geopotential number by the normal gravity value computed on the
 TE1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1422.degrees latitude (g = 980.6199 gals.).
 TE1422
 TE1422.The modeled gravity was interpolated from observed gravity values.
 TE1422
 TE1422;                    North         East    Units  Estimated Accuracy
 TE1422;SPC ND N     -   135,090.      649,910.      MT  (+/- 180 meters Scaled)
 TE1422
 TE1422                          SUPERSEDED SURVEY CONTROL
 TE1422
 TE1422  NGVD 29 (??/??/92)  504.554  (m)         1655.36   (f) ADJ UNCH    2 0
 TE1422
 TE1422.Superseded values are not recommended for survey control.
 TE1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1422.See file dsdata.txt to determine how the superseded data were derived.
 TE1422
 TE1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU384403(NAD 83)
 TE1422_MARKER: DB = BENCH MARK DISK
 TE1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1422_STAMPING: G 192 1935
 TE1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1422+STABILITY: SURFACE MOTION
 TE1422
 TE1422  HISTORY     - Date     Condition        Report By
 TE1422  HISTORY     - 1935     MONUMENTED       CGS
 TE1422
 TE1422                          STATION DESCRIPTION
 TE1422
 TE1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1422'3.4 MI NW FROM FILLMORE.
 TE1422'3.4 MILES NORTHWEST ALONG DIRT ROADS FROM THE SOO LINE RAILROAD
 TE1422'STATION AT FILLMORE, BENSON COUNTY, AT THE SOUTHEAST QUARTER OF
 TE1422'SECTION 30, T 155 N, R 71 W, 450 FEET EAST OF THE EAST SIDE OF A LARGE
 TE1422'BLUE BARN, AT THE JOE WENTZ FARM-YARD ENTRANCE GATE, 44 FEET WEST OF
 TE1422'THE CENTERLINE OF THE ROAD, 12 FEET WEST OF THE NORTHEAST CORNER OF
 TE1422'THE GATE, AND 1.1 FEET NORTH OF THE EAST-AND-WEST BARBED-WIRE FENCE. A
 TE1422'STANDARD DISK, STAMPED G 192 1935 AND SET IN THE TOP OF A CONCRETE
 TE1422'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1300 ***********************************************************************
 TE1300  DESIGNATION -  G 193
 TE1300  PID         -  TE1300
 TE1300  STATE/COUNTY-  ND/BENSON
 TE1300  USGS QUAD   -  YORK (1980)
 TE1300
 TE1300                         *CURRENT SURVEY CONTROL
 TE1300  ___________________________________________________________________
 TE1300* NAD 83(1986)-  48 18 17.     (N)    099 31 06.     (W)     SCALED    
 TE1300* NAVD 88     -       479.467  (meters)    1573.05   (feet)  ADJUSTED  
 TE1300  ___________________________________________________________________
 TE1300  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TE1300  DYNAMIC HT  -         479.554 (meters)    1573.34  (feet)  COMP
 TE1300  MODELED GRAV-     980,777.3   (mgal)                       NAVD 88
 TE1300
 TE1300  VERT ORDER  -  SECOND    CLASS 0
 TE1300
 TE1300.The horizontal coordinates were scaled from a topographic map and have
 TE1300.an estimated accuracy of +/- 6 seconds.
 TE1300
 TE1300.The orthometric height was determined by differential leveling
 TE1300.and adjusted by the National Geodetic Survey in June 1991..
 TE1300
 TE1300.The geoid height was determined by GEOID03.
 TE1300
 TE1300.The dynamic height is computed by dividing the NAVD 88
 TE1300.geopotential number by the normal gravity value computed on the
 TE1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1300.degrees latitude (g = 980.6199 gals.).
 TE1300
 TE1300.The modeled gravity was interpolated from observed gravity values.
 TE1300
 TE1300;                    North         East    Units  Estimated Accuracy
 TE1300;SPC ND N     -   145,530.      672,820.      MT  (+/- 180 meters Scaled)
 TE1300
 TE1300                          SUPERSEDED SURVEY CONTROL
 TE1300
 TE1300  NGVD 29 (??/??/92)  479.09   (m)         1571.8    (f) COMPUTED    2 0
 TE1300
 TE1300.Superseded values are not recommended for survey control.
 TE1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1300.See file dsdata.txt to determine how the superseded data were derived.
 TE1300
 TE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU615503(NAD 83)
 TE1300_MARKER: DB = BENCH MARK DISK
 TE1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1300_STAMPING: G 193 1935
 TE1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1300+STABILITY: SURFACE MOTION
 TE1300
 TE1300  HISTORY     - Date     Condition        Report By
 TE1300  HISTORY     - 1935     MONUMENTED       CGS
 TE1300  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE1300
 TE1300                          STATION DESCRIPTION
 TE1300
 TE1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1300'4.0 MI W FROM LEEDS.
 TE1300'4.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE1300'LEEDS, BENSON COUNTY, 0.5 MILE WEST OF MILEPOST 119, AT THE CROSSING
 TE1300'OF A SECTION-LINE ROAD, 105 FEET SOUTHWEST OF THE CENTER OF THE
 TE1300'CROSSING 98.2 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 39 FEET WEST
 TE1300'OF THE CENTERLINE OF THE ROAD, 20.6 FEET WEST OF THE NORTHEAST CORNER
 TE1300'OF THE RIGHT-OF-WAY FENCE, AND 1.8 FEET NORTH OF THE FENCE.  A
 TE1300'STANDARD DISK, STAMPED G 193 1935 AND SET IN THE TOP OF A CONCRETE
 TE1300'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0960 ***********************************************************************
 SM0960  DESIGNATION -  G 194
 SM0960  PID         -  SM0960
 SM0960  STATE/COUNTY-  ND/BENSON
 SM0960  USGS QUAD   -  MADDOCK (1986)
 SM0960
 SM0960                         *CURRENT SURVEY CONTROL
 SM0960  ___________________________________________________________________
 SM0960* NAD 83(1986)-  47 57 44.     (N)    099 31 49.     (W)     SCALED    
 SM0960* NAVD 88     -       484.499  (meters)    1589.56   (feet)  ADJUSTED  
 SM0960  ___________________________________________________________________
 SM0960  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SM0960  DYNAMIC HT  -         484.572 (meters)    1589.80  (feet)  COMP
 SM0960  MODELED GRAV-     980,748.2   (mgal)                       NAVD 88
 SM0960
 SM0960  VERT ORDER  -  SECOND    CLASS 0
 SM0960
 SM0960.The horizontal coordinates were scaled from a topographic map and have
 SM0960.an estimated accuracy of +/- 6 seconds.
 SM0960
 SM0960.The orthometric height was determined by differential leveling
 SM0960.and adjusted by the National Geodetic Survey in June 1991..
 SM0960
 SM0960.The geoid height was determined by GEOID03.
 SM0960
 SM0960.The dynamic height is computed by dividing the NAVD 88
 SM0960.geopotential number by the normal gravity value computed on the
 SM0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0960.degrees latitude (g = 980.6199 gals.).
 SM0960
 SM0960.The modeled gravity was interpolated from observed gravity values.
 SM0960
 SM0960;                    North         East    Units  Estimated Accuracy
 SM0960;SPC ND N     -   107,440.      672,410.      MT  (+/- 180 meters Scaled)
 SM0960
 SM0960                          SUPERSEDED SURVEY CONTROL
 SM0960
 SM0960  NGVD 29 (??/??/92)  484.122  (m)         1588.32   (f) ADJ UNCH    2 0
 SM0960
 SM0960.Superseded values are not recommended for survey control.
 SM0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0960.See file dsdata.txt to determine how the superseded data were derived.
 SM0960
 SM0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU604122(NAD 83)
 SM0960_MARKER: DB = BENCH MARK DISK
 SM0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0960_SP_SET: BUILDING
 SM0960_STAMPING: G 194 1935
 SM0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0960
 SM0960  HISTORY     - Date     Condition        Report By
 SM0960  HISTORY     - 1935     MONUMENTED       CGS
 SM0960
 SM0960                          STATION DESCRIPTION
 SM0960
 SM0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0960'IN MADDOCK.
 SM0960'AT MADDOCK, BENSON COUNTY, AT THE FARMERS STATE BANK, AT THE NORTHEAST
 SM0960'CORNER OF THE BUILDING, IN THE NORTH BRICK WALL, 4.1 FEET EAST OF THE
 SM0960'EAST SIDE OF A WINDOW, 3.1 FEET WEST OF THE NORTHEAST CORNER AND 4.6
 SM0960'FEET ABOVE THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED G 194 1935
 SM0960'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1219 ***********************************************************************
 TE1219  DESIGNATION -  G 2
 TE1219  PID         -  TE1219
 TE1219  STATE/COUNTY-  ND/RAMSEY
 TE1219  USGS QUAD   -  PENN (1994)
 TE1219
 TE1219                         *CURRENT SURVEY CONTROL
 TE1219  ___________________________________________________________________
 TE1219* NAD 83(1986)-  48 13 09.     (N)    099 05 24.     (W)     SCALED    
 TE1219* NAVD 88     -       446.825  (meters)    1465.96   (feet)  ADJUSTED  
 TE1219  ___________________________________________________________________
 TE1219  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 TE1219  DYNAMIC HT  -         446.907 (meters)    1466.23  (feet)  COMP
 TE1219  MODELED GRAV-     980,781.6   (mgal)                       NAVD 88
 TE1219
 TE1219  VERT ORDER  -  FIRST     CLASS II
 TE1219
 TE1219.The horizontal coordinates were scaled from a topographic map and have
 TE1219.an estimated accuracy of +/- 6 seconds.
 TE1219
 TE1219.The orthometric height was determined by differential leveling
 TE1219.and adjusted by the National Geodetic Survey in June 1991..
 TE1219
 TE1219.The geoid height was determined by GEOID03.
 TE1219
 TE1219.The dynamic height is computed by dividing the NAVD 88
 TE1219.geopotential number by the normal gravity value computed on the
 TE1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1219.degrees latitude (g = 980.6199 gals.).
 TE1219
 TE1219.The modeled gravity was interpolated from observed gravity values.
 TE1219
 TE1219;                    North         East    Units  Estimated Accuracy
 TE1219;SPC ND N     -   136,510.      704,760.      MT  (+/- 180 meters Scaled)
 TE1219
 TE1219                          SUPERSEDED SURVEY CONTROL
 TE1219
 TE1219  NGVD 29 (??/??/92)  446.450  (m)         1464.73   (f) ADJ UNCH    1 2
 TE1219
 TE1219.Superseded values are not recommended for survey control.
 TE1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1219.See file dsdata.txt to determine how the superseded data were derived.
 TE1219
 TE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU933406(NAD 83)
 TE1219_MARKER: DB = BENCH MARK DISK
 TE1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1219_STAMPING: ELEV 1464.853 FT G 2
 TE1219_MARK LOGO: CGS   
 TE1219_PROJECTION: FLUSH
 TE1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1219+STABILITY: SURFACE MOTION
 TE1219
 TE1219  HISTORY     - Date     Condition        Report By
 TE1219  HISTORY     - UNK      MONUMENTED       CGS
 TE1219  HISTORY     - 1963     GOOD             NGS
 TE1219  HISTORY     - 1982     GOOD             NGS
 TE1219
 TE1219                          STATION DESCRIPTION
 TE1219
 TE1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1219'IN PENN.
 TE1219'AT PENN, 60.0 FEET EAST OF THE NORTH CORNER OF THE GREAT NORTHERN
 TE1219'RAILWAY STATION, IN S 25, R 66 W, T 155 N, ABOUT 0.2 MILE NORTHWEST OF
 TE1219'MILEPOST 98, 97.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 61.0 FEET
 TE1219'NORTH OF THE EAST CORNER OF THE STATION, 15 FEET NORTHWEST OF THE
 TE1219'CENTERLINE OF A DRIVEWAY LEADING TO THE STATION, 8.0 FEET SOUTH OF A
 TE1219'TELEPHONE POLE, 0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 TE1219'LEVEL WITH THE DRIVEWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 TE1219'AND SET IN THE TOP OF A STONE POST PROJECTING 1 INCH.
 TE1219
 TE1219                          STATION RECOVERY (1982)
 TE1219
 TE1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1219'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1219'20.4 KM (12.7 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 TE1219'FROM THE STATION IN DEVILS LAKE, 0.25 KM (0.15 MI) SOUTHEAST OF THE
 TE1219'JUNCTION OF RAMSEY COUNTY ROAD 2, 29.5 METERS (97.0 FT) NORTHEAST OF
 TE1219'THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS,
 TE1219'12.8 METERS (42.0 FT) EAST OF A TELEPHONE POLE, 46.6 METERS (153.0 FT)
 TE1219'NORTH NORTHWEST OF THE NORTHEAST CORNER OF A GRAIN ELEVATOR,
 TE1219'47.5 METERS (156.0 FT) NORTH NORTHEAST OF THE NORTHWEST CORNER OF A
 TE1219'GRAIN ELEVATOR, AND 10.6 METERS (35.0 FT) SOUTHWEST OF A GRAVEL ROAD.
 TE1219'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 TE1219'THE MARK IS 0.6 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1259 ***********************************************************************
 TF1259  DESIGNATION -  G 2 B 1
 TF1259  PID         -  TF1259
 TF1259  STATE/COUNTY-  ND/MOUNTRAIL
 TF1259  USGS QUAD   -  PLAZA NW (1981)
 TF1259
 TF1259                         *CURRENT SURVEY CONTROL
 TF1259  ___________________________________________________________________
 TF1259* NAD 83(1986)-  48 10 57.     (N)    101 57 04.     (W)     SCALED    
 TF1259* NAVD 88     -       642.309  (meters)    2107.31   (feet)  ADJUSTED  
 TF1259  ___________________________________________________________________
 TF1259  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TF1259  DYNAMIC HT  -         642.406 (meters)    2107.63  (feet)  COMP
 TF1259  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TF1259
 TF1259  VERT ORDER  -  SECOND    CLASS 0
 TF1259
 TF1259.The horizontal coordinates were scaled from a topographic map and have
 TF1259.an estimated accuracy of +/- 6 seconds.
 TF1259
 TF1259.The orthometric height was determined by differential leveling
 TF1259.and adjusted by the National Geodetic Survey in June 1991..
 TF1259
 TF1259.The geoid height was determined by GEOID03.
 TF1259
 TF1259.The dynamic height is computed by dividing the NAVD 88
 TF1259.geopotential number by the normal gravity value computed on the
 TF1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1259.degrees latitude (g = 980.6199 gals.).
 TF1259
 TF1259.The modeled gravity was interpolated from observed gravity values.
 TF1259
 TF1259;                    North         East    Units  Estimated Accuracy
 TF1259;SPC ND N     -   132,490.      492,110.      MT  (+/- 180 meters Scaled)
 TF1259
 TF1259                          SUPERSEDED SURVEY CONTROL
 TF1259
 TF1259  NGVD 29 (??/??/92)  641.87   (m)         2105.9    (f) COMPUTED    2 0
 TF1259
 TF1259.Superseded values are not recommended for survey control.
 TF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1259.See file dsdata.txt to determine how the superseded data were derived.
 TF1259
 TF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU806407(NAD 83)
 TF1259_MARKER: DD = SURVEY DISK
 TF1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1259_SP_SET: PEDESTAL
 TF1259_STAMPING: B 1
 TF1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1259
 TF1259  HISTORY     - Date     Condition        Report By
 TF1259  HISTORY     - UNK      MONUMENTED       DOD
 TF1259  HISTORY     - 1963     GOOD             NGS
 TF1259
 TF1259                          STATION DESCRIPTION
 TF1259
 TF1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1259'12.2 MI N FROM PLAZA.
 TF1259'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1259'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1259'THENCE 11.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.7 MILE
 TF1259'EAST ALONG A GRAVELED COUNTY ROAD, ON THE TOP OF A RIDGE IN A
 TF1259'CULTIVATED FIELD, 83.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT
 TF1259'4 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 TF1259'WITH TRIBRACH, S 2, R 88 W, T 154 N.  NOTE-- CENTER OF THE TRIBRACH
 TF1259'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1258 ***********************************************************************
 TF1258  DESIGNATION -  G 2 B 2
 TF1258  PID         -  TF1258
 TF1258  STATE/COUNTY-  ND/MOUNTRAIL
 TF1258  USGS QUAD   -  PLAZA NW (1981)
 TF1258
 TF1258                         *CURRENT SURVEY CONTROL
 TF1258  ___________________________________________________________________
 TF1258* NAD 83(1986)-  48 11 07.     (N)    101 56 42.     (W)     SCALED    
 TF1258* NAVD 88     -       648.878  (meters)    2128.86   (feet)  ADJUSTED  
 TF1258  ___________________________________________________________________
 TF1258  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TF1258  DYNAMIC HT  -         648.976 (meters)    2129.18  (feet)  COMP
 TF1258  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TF1258
 TF1258  VERT ORDER  -  SECOND    CLASS 0
 TF1258
 TF1258.The horizontal coordinates were scaled from a topographic map and have
 TF1258.an estimated accuracy of +/- 6 seconds.
 TF1258
 TF1258.The orthometric height was determined by differential leveling
 TF1258.and adjusted by the National Geodetic Survey in June 1991..
 TF1258
 TF1258.The geoid height was determined by GEOID03.
 TF1258
 TF1258.The dynamic height is computed by dividing the NAVD 88
 TF1258.geopotential number by the normal gravity value computed on the
 TF1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1258.degrees latitude (g = 980.6199 gals.).
 TF1258
 TF1258.The modeled gravity was interpolated from observed gravity values.
 TF1258
 TF1258;                    North         East    Units  Estimated Accuracy
 TF1258;SPC ND N     -   132,790.      492,570.      MT  (+/- 180 meters Scaled)
 TF1258
 TF1258                          SUPERSEDED SURVEY CONTROL
 TF1258
 TF1258  NGVD 29 (??/??/92)  648.44   (m)         2127.4    (f) COMPUTED    2 0
 TF1258
 TF1258.Superseded values are not recommended for survey control.
 TF1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1258.See file dsdata.txt to determine how the superseded data were derived.
 TF1258
 TF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU811410(NAD 83)
 TF1258_MARKER: DD = SURVEY DISK
 TF1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1258_SP_SET: PEDESTAL
 TF1258_STAMPING: B 2
 TF1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1258
 TF1258  HISTORY     - Date     Condition        Report By
 TF1258  HISTORY     - UNK      MONUMENTED       DOD
 TF1258  HISTORY     - 1963     GOOD             NGS
 TF1258
 TF1258                          STATION DESCRIPTION
 TF1258
 TF1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1258'12.5 MI N FROM PLAZA.
 TF1258'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1258'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1258'THENCE 11.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE EAST
 TF1258'ALONG A GRAVELED COUNTY ROAD, THENCE 0.3 MILE NORTHEAST ACROSS A
 TF1258'CULTIVATED FIELD, ON THE SOUTH SLOPE OF A HILL, ABOUT 1049 FEET
 TF1258'NORTHWEST OF THE LAUNCHER, 180 FEET NORTHEAST OF A FENCE CORNER, 34
 TF1258'FEET NORTH OF AN EASTWEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 TF1258'WITH TRIBRACH, S 2, R 88 W, T 154 N.  NOTE-- CENTER OF THE TRIBRACH
 TF1258'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1255 ***********************************************************************
 TF1255  DESIGNATION -  G 2 Z
 TF1255  PID         -  TF1255
 TF1255  STATE/COUNTY-  ND/MOUNTRAIL
 TF1255  USGS QUAD   -  PLAZA NW (1981)
 TF1255
 TF1255                         *CURRENT SURVEY CONTROL
 TF1255  ___________________________________________________________________
 TF1255* NAD 83(1986)-  48 10 42.     (N)    101 56 27.     (W)     SCALED    
 TF1255* NAVD 88     -       654.158  (meters)    2146.18   (feet)  ADJUSTED  
 TF1255  ___________________________________________________________________
 TF1255  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TF1255  DYNAMIC HT  -         654.257 (meters)    2146.51  (feet)  COMP
 TF1255  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF1255
 TF1255  VERT ORDER  -  SECOND    CLASS 0
 TF1255
 TF1255.The horizontal coordinates were scaled from a topographic map and have
 TF1255.an estimated accuracy of +/- 6 seconds.
 TF1255
 TF1255.The orthometric height was determined by differential leveling
 TF1255.and adjusted by the National Geodetic Survey in June 1991..
 TF1255
 TF1255.The geoid height was determined by GEOID03.
 TF1255
 TF1255.The dynamic height is computed by dividing the NAVD 88
 TF1255.geopotential number by the normal gravity value computed on the
 TF1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1255.degrees latitude (g = 980.6199 gals.).
 TF1255
 TF1255.The modeled gravity was interpolated from observed gravity values.
 TF1255
 TF1255;                    North         East    Units  Estimated Accuracy
 TF1255;SPC ND N     -   132,010.      492,860.      MT  (+/- 180 meters Scaled)
 TF1255
 TF1255                          SUPERSEDED SURVEY CONTROL
 TF1255
 TF1255  NGVD 29 (??/??/92)  653.72   (m)         2144.7    (f) COMPUTED    2 0
 TF1255
 TF1255.Superseded values are not recommended for survey control.
 TF1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1255.See file dsdata.txt to determine how the superseded data were derived.
 TF1255
 TF1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU813403(NAD 83)
 TF1255_MARKER: DS = TRIANGULATION STATION DISK
 TF1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1255_STAMPING: G 2 Z 1962
 TF1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1255+STABILITY: SURFACE MOTION
 TF1255
 TF1255  HISTORY     - Date     Condition        Report By
 TF1255  HISTORY     - 1962     MONUMENTED       CGS
 TF1255  HISTORY     - 1963     GOOD             NGS
 TF1255
 TF1255                          STATION DESCRIPTION
 TF1255
 TF1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1255'12.75 MI N FROM PLAZA.
 TF1255'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1255'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1255'THENCE 11.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE
 TF1255'EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE SOUTH ACROSS A
 TF1255'PASTURE, AT THE CREST OF A HILL, 33.8 FEET WEST OF R.M. 1, 32.6 FEET
 TF1255'NORTH OF R.M. 2, 2.0 FEET EAST OF A SECTION-LINE FENCE, 3.6 FEET
 TF1255'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 TF1255'POST PROJECTING 0.2 FOOT, S 11, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1261 ***********************************************************************
 TF1261  DESIGNATION -  G 2 Z AZ MK
 TF1261  PID         -  TF1261
 TF1261  STATE/COUNTY-  ND/MOUNTRAIL
 TF1261  USGS QUAD   -  PLAZA NW (1981)
 TF1261
 TF1261                         *CURRENT SURVEY CONTROL
 TF1261  ___________________________________________________________________
 TF1261* NAD 83(1986)-  48 10 56.     (N)    101 57 27.     (W)     SCALED    
 TF1261* NAVD 88     -       639.859  (meters)    2099.27   (feet)  ADJUSTED  
 TF1261  ___________________________________________________________________
 TF1261  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TF1261  DYNAMIC HT  -         639.956 (meters)    2099.59  (feet)  COMP
 TF1261  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 TF1261
 TF1261  VERT ORDER  -  SECOND    CLASS 0
 TF1261
 TF1261.The horizontal coordinates were scaled from a topographic map and have
 TF1261.an estimated accuracy of +/- 6 seconds.
 TF1261
 TF1261.The orthometric height was determined by differential leveling
 TF1261.and adjusted by the National Geodetic Survey in June 1991..
 TF1261
 TF1261.The geoid height was determined by GEOID03.
 TF1261
 TF1261.The dynamic height is computed by dividing the NAVD 88
 TF1261.geopotential number by the normal gravity value computed on the
 TF1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1261.degrees latitude (g = 980.6199 gals.).
 TF1261
 TF1261.The modeled gravity was interpolated from observed gravity values.
 TF1261
 TF1261;                    North         East    Units  Estimated Accuracy
 TF1261;SPC ND N     -   132,470.      491,630.      MT  (+/- 180 meters Scaled)
 TF1261
 TF1261                          SUPERSEDED SURVEY CONTROL
 TF1261
 TF1261  NGVD 29 (??/??/92)  639.42   (m)         2097.8    (f) COMPUTED    2 0
 TF1261
 TF1261.Superseded values are not recommended for survey control.
 TF1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1261.See file dsdata.txt to determine how the superseded data were derived.
 TF1261
 TF1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU801407(NAD 83)
 TF1261_MARKER: DZ = AZIMUTH MARK DISK
 TF1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1261_STAMPING: G 2 Z 1962
 TF1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1261+STABILITY: SURFACE MOTION
 TF1261
 TF1261  HISTORY     - Date     Condition        Report By
 TF1261  HISTORY     - 1962     MONUMENTED       CGS
 TF1261  HISTORY     - 1963     GOOD             NGS
 TF1261
 TF1261                          STATION DESCRIPTION
 TF1261
 TF1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1261'11.85 MI N FROM PLAZA.
 TF1261'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1261'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1261'THENCE 11.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.35 MILE
 TF1261'EAST ALONG A GRAVELED  COUNTY ROAD, ON THE NORTH SLOPE OF A HILL, 53.0
 TF1261'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7.0 FEET WEST OF A POWER
 TF1261'POLE, 5.5 FEET SOUTH OF A FENCE, 3.5 FEET NORTH OF A METAL WITNESS
 TF1261'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1261'PROJECTING 0.3 FOOT, S 11, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1257 ***********************************************************************
 TF1257  DESIGNATION -  G 2 Z RM 1
 TF1257  PID         -  TF1257
 TF1257  STATE/COUNTY-  ND/MOUNTRAIL
 TF1257  USGS QUAD   -  PLAZA NW (1981)
 TF1257
 TF1257                         *CURRENT SURVEY CONTROL
 TF1257  ___________________________________________________________________
 TF1257* NAD 83(1986)-  48 10 42.     (N)    101 56 27.     (W)     SCALED    
 TF1257* NAVD 88     -       653.502  (meters)    2144.03   (feet)  ADJUSTED  
 TF1257  ___________________________________________________________________
 TF1257  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TF1257  DYNAMIC HT  -         653.600 (meters)    2144.35  (feet)  COMP
 TF1257  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF1257
 TF1257  VERT ORDER  -  SECOND    CLASS 0
 TF1257
 TF1257.The horizontal coordinates were scaled from a topographic map and have
 TF1257.an estimated accuracy of +/- 6 seconds.
 TF1257
 TF1257.The orthometric height was determined by differential leveling
 TF1257.and adjusted by the National Geodetic Survey in June 1991..
 TF1257
 TF1257.The geoid height was determined by GEOID03.
 TF1257
 TF1257.The dynamic height is computed by dividing the NAVD 88
 TF1257.geopotential number by the normal gravity value computed on the
 TF1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1257.degrees latitude (g = 980.6199 gals.).
 TF1257
 TF1257.The modeled gravity was interpolated from observed gravity values.
 TF1257
 TF1257;                    North         East    Units  Estimated Accuracy
 TF1257;SPC ND N     -   132,010.      492,860.      MT  (+/- 180 meters Scaled)
 TF1257
 TF1257                          SUPERSEDED SURVEY CONTROL
 TF1257
 TF1257  NGVD 29 (??/??/92)  653.06   (m)         2142.6    (f) COMPUTED    2 0
 TF1257
 TF1257.Superseded values are not recommended for survey control.
 TF1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1257.See file dsdata.txt to determine how the superseded data were derived.
 TF1257
 TF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU813403(NAD 83)
 TF1257_MARKER: DR = REFERENCE MARK DISK
 TF1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1257_STAMPING: G 2 Z NO 1 1962
 TF1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1257+STABILITY: SURFACE MOTION
 TF1257
 TF1257  HISTORY     - Date     Condition        Report By
 TF1257  HISTORY     - 1962     MONUMENTED       CGS
 TF1257  HISTORY     - 1963     GOOD             NGS
 TF1257
 TF1257                          STATION DESCRIPTION
 TF1257
 TF1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1257'12.75 MI N FROM PLAZA.
 TF1257'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1257'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1257'THENCE 11.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE
 TF1257'EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE SOUTH ACROSS A
 TF1257'PASTURE, 46.0 FEET NORTHEAST OF R.M. 2, 35.8 FEET EAST OF A
 TF1257'SECTION-LINE FENCE, 33.8 FEET EAST OF THE STATION MARK, AND SET IN THE
 TF1257'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT, S 11, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1256 ***********************************************************************
 TF1256  DESIGNATION -  G 2 Z RM 2
 TF1256  PID         -  TF1256
 TF1256  STATE/COUNTY-  ND/MOUNTRAIL
 TF1256  USGS QUAD   -  PLAZA NW (1981)
 TF1256
 TF1256                         *CURRENT SURVEY CONTROL
 TF1256  ___________________________________________________________________
 TF1256* NAD 83(1986)-  48 10 42.     (N)    101 56 27.     (W)     SCALED    
 TF1256* NAVD 88     -       653.486  (meters)    2143.98   (feet)  ADJUSTED  
 TF1256  ___________________________________________________________________
 TF1256  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TF1256  DYNAMIC HT  -         653.584 (meters)    2144.30  (feet)  COMP
 TF1256  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF1256
 TF1256  VERT ORDER  -  SECOND    CLASS 0
 TF1256
 TF1256.The horizontal coordinates were scaled from a topographic map and have
 TF1256.an estimated accuracy of +/- 6 seconds.
 TF1256
 TF1256.The orthometric height was determined by differential leveling
 TF1256.and adjusted by the National Geodetic Survey in June 1991..
 TF1256
 TF1256.The geoid height was determined by GEOID03.
 TF1256
 TF1256.The dynamic height is computed by dividing the NAVD 88
 TF1256.geopotential number by the normal gravity value computed on the
 TF1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1256.degrees latitude (g = 980.6199 gals.).
 TF1256
 TF1256.The modeled gravity was interpolated from observed gravity values.
 TF1256
 TF1256;                    North         East    Units  Estimated Accuracy
 TF1256;SPC ND N     -   132,010.      492,860.      MT  (+/- 180 meters Scaled)
 TF1256
 TF1256                          SUPERSEDED SURVEY CONTROL
 TF1256
 TF1256  NGVD 29 (??/??/92)  653.05   (m)         2142.5    (f) COMPUTED    2 0
 TF1256
 TF1256.Superseded values are not recommended for survey control.
 TF1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1256.See file dsdata.txt to determine how the superseded data were derived.
 TF1256
 TF1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU813403(NAD 83)
 TF1256_MARKER: DR = REFERENCE MARK DISK
 TF1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1256_STAMPING: G 2 Z NO 2 1962
 TF1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1256+STABILITY: SURFACE MOTION
 TF1256
 TF1256  HISTORY     - Date     Condition        Report By
 TF1256  HISTORY     - 1962     MONUMENTED       CGS
 TF1256  HISTORY     - 1963     GOOD             NGS
 TF1256
 TF1256                          STATION DESCRIPTION
 TF1256
 TF1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1256'12.75 MI N FROM PLAZA.
 TF1256'ABOUT 0.1 MILE NORTH ALONG A PAVED ROAD FROM THE CONSOLIDATED SCHOOL
 TF1256'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1256'11.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE EAST
 TF1256'ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE SOUTH ACROSS A PASTURE,
 TF1256'46.0 FEET SOUTHWEST OF R.M. 1, 32.6 FEET SOUTH OF THE STATION MARK,
 TF1256'2.0 FEET EAST OF A SECTION-LINE FENCE, AND SET IN THE TOP OF A
 TF1256'CONCRETE POST PROJECTING 0.3 FOOT, S 11, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0147 ***********************************************************************
 RS0147  DESIGNATION -  G 20 RESET
 RS0147  PID         -  RS0147
 RS0147  STATE/COUNTY-  ND/SLOPE
 RS0147  USGS QUAD   -  DAGLUM SW (1982)
 RS0147
 RS0147                         *CURRENT SURVEY CONTROL
 RS0147  ___________________________________________________________________
 RS0147* NAD 83(1986)-  46 31 34.     (N)    103 10 30.     (W)     SCALED    
 RS0147* NAVD 88     -       859.60   (+/-2cm)    2820.2    (feet)  VERTCON   
 RS0147  ___________________________________________________________________
 RS0147  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 RS0147
 RS0147  VERT ORDER  -  THIRD (See Below)
 RS0147
 RS0147.The horizontal coordinates were scaled from a topographic map and have
 RS0147.an estimated accuracy of +/- 6 seconds.
 RS0147
 RS0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0147.The vertical order pertains to the NGVD 29 superseded value.
 RS0147
 RS0147.The geoid height was determined by GEOID03.
 RS0147
 RS0147;                    North         East    Units  Estimated Accuracy
 RS0147;SPC ND S     -    99,030.      394,810.      MT  (+/- 180 meters Scaled)
 RS0147
 RS0147                          SUPERSEDED SURVEY CONTROL
 RS0147
 RS0147  NGVD 29 (11/04/04)  859.07   (m)         2818.5    (f) RESET       3  
 RS0147
 RS0147.Superseded values are not recommended for survey control.
 RS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0147.See file dsdata.txt to determine how the superseded data were derived.
 RS0147
 RS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM399541(NAD 83)
 RS0147_MARKER: DB = BENCH MARK DISK
 RS0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0147_STAMPING: G 20 RESET 1956
 RS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0147+STABILITY: SURFACE MOTION
 RS0147
 RS0147  HISTORY     - Date     Condition        Report By
 RS0147  HISTORY     - 1956     MONUMENTED       CGS
 RS0147  HISTORY     - 1960     GOOD             USGS
 RS0147
 RS0147                          STATION DESCRIPTION
 RS0147
 RS0147'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RS0147'9.9 MI NE FROM AMIDON.
 RS0147'9.9 MILES NORTHEAST OF AMIDON, SLOPE COUNTY, 1.0 MILE EAST OF THE
 RS0147'JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 21.  75 FEET NORTH OF
 RS0147'THE CENTERLINE OF STATE HIGHWAY 21, 60 FEET EAST OF THE CENTERLINE OF
 RS0147'A NORTH-SOUTH ROAD, 33 FEET EAST OF A FENCE CORNER, 9 FEET
 RS0147'EAST-SOUTHEAST OF A POWER LINE POLE AND 1/2 FOOT SOUTH OF A FENCE
 RS0147'LINE.  A STANDARD DISK, STAMPED G 20 RESET 1956 AND SET IN THE TOP OF
 RS0147'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0403 ***********************************************************************
 SM0403  DESIGNATION -  G 201
 SM0403  PID         -  SM0403
 SM0403  STATE/COUNTY-  ND/GRIGGS
 SM0403  USGS QUAD   -  SUTTON NE (1961)
 SM0403
 SM0403                         *CURRENT SURVEY CONTROL
 SM0403  ___________________________________________________________________
 SM0403* NAD 83(1986)-  47 24 48.     (N)    098 22 17.     (W)     SCALED    
 SM0403* NAVD 88     -       440.843  (meters)    1446.33   (feet)  ADJUSTED  
 SM0403  ___________________________________________________________________
 SM0403  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SM0403  DYNAMIC HT  -         440.892 (meters)    1446.49  (feet)  COMP
 SM0403  MODELED GRAV-     980,709.4   (mgal)                       NAVD 88
 SM0403
 SM0403  VERT ORDER  -  SECOND    CLASS 0
 SM0403
 SM0403.The horizontal coordinates were scaled from a topographic map and have
 SM0403.an estimated accuracy of +/- 6 seconds.
 SM0403
 SM0403.The orthometric height was determined by differential leveling
 SM0403.and adjusted by the National Geodetic Survey in June 1991..
 SM0403
 SM0403.The geoid height was determined by GEOID03.
 SM0403
 SM0403.The dynamic height is computed by dividing the NAVD 88
 SM0403.geopotential number by the normal gravity value computed on the
 SM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0403.degrees latitude (g = 980.6199 gals.).
 SM0403
 SM0403.The modeled gravity was interpolated from observed gravity values.
 SM0403
 SM0403;                    North         East    Units  Estimated Accuracy
 SM0403;SPC ND N     -    48,180.      760,620.      MT  (+/- 180 meters Scaled)
 SM0403
 SM0403                          SUPERSEDED SURVEY CONTROL
 SM0403
 SM0403  NGVD 29 (??/??/92)  440.492  (m)         1445.18   (f) ADJ UNCH    2 0
 SM0403
 SM0403.Superseded values are not recommended for survey control.
 SM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0403.See file dsdata.txt to determine how the superseded data were derived.
 SM0403
 SM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT474512(NAD 83)
 SM0403_MARKER: DB = BENCH MARK DISK
 SM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0403_STAMPING: G 201 1935
 SM0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0403+STABILITY: SURFACE MOTION
 SM0403
 SM0403  HISTORY     - Date     Condition        Report By
 SM0403  HISTORY     - 1935     MONUMENTED       CGS
 SM0403  HISTORY     - 1963     GOOD             NGS
 SM0403
 SM0403                          STATION DESCRIPTION
 SM0403
 SM0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0403'5.0 MI NW FROM REVERE.
 SM0403'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0403'STATION AND PHONE BOOTH AT REVERE, THENCE 0.85 MILE NORTH ALONG A
 SM0403'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A TRAIL ROAD, IN SECTION
 SM0403'36, T 146 N, R 61 W, 0.1 MILE EAST OF A FARMHOUSE, 60 FEET NORTHWEST
 SM0403'OF THE CENTER OF A ROAD INTERSECTION, 24 FEET WEST OF THE CENTERLINE
 SM0403'OF AN EASTWEST ROAD, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 SM0403'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SM0403'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0181 ***********************************************************************
 SM0181  DESIGNATION -  G 202
 SM0181  PID         -  SM0181
 SM0181  STATE/COUNTY-  ND/GRIGGS
 SM0181  USGS QUAD   -  JESSIE (1961)
 SM0181
 SM0181                         *CURRENT SURVEY CONTROL
 SM0181  ___________________________________________________________________
 SM0181* NAD 83(1986)-  47 32 38.     (N)    098 10 36.     (W)     SCALED    
 SM0181* NAVD 88     -       443.287  (meters)    1454.35   (feet)  ADJUSTED  
 SM0181  ___________________________________________________________________
 SM0181  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SM0181  DYNAMIC HT  -         443.345 (meters)    1454.54  (feet)  COMP
 SM0181  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 SM0181
 SM0181  VERT ORDER  -  SECOND    CLASS 0
 SM0181
 SM0181.The horizontal coordinates were scaled from a topographic map and have
 SM0181.an estimated accuracy of +/- 6 seconds.
 SM0181
 SM0181.The orthometric height was determined by differential leveling
 SM0181.and adjusted by the National Geodetic Survey in June 1991..
 SM0181
 SM0181.The geoid height was determined by GEOID03.
 SM0181
 SM0181.The dynamic height is computed by dividing the NAVD 88
 SM0181.geopotential number by the normal gravity value computed on the
 SM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0181.degrees latitude (g = 980.6199 gals.).
 SM0181
 SM0181.The modeled gravity was interpolated from observed gravity values.
 SM0181
 SM0181;                    North         East    Units  Estimated Accuracy
 SM0181;SPC ND N     -    63,110.      774,870.      MT  (+/- 180 meters Scaled)
 SM0181
 SM0181                          SUPERSEDED SURVEY CONTROL
 SM0181
 SM0181  NGVD 29 (??/??/92)  442.93   (m)         1453.2    (f) COMPUTED    2 0
 SM0181
 SM0181.Superseded values are not recommended for survey control.
 SM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0181.See file dsdata.txt to determine how the superseded data were derived.
 SM0181
 SM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT619659(NAD 83)
 SM0181_MARKER: DB = BENCH MARK DISK
 SM0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0181_STAMPING: G 202 1935
 SM0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0181+STABILITY: SURFACE MOTION
 SM0181
 SM0181  HISTORY     - Date     Condition        Report By
 SM0181  HISTORY     - 1935     MONUMENTED       CGS
 SM0181  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0181
 SM0181                          STATION DESCRIPTION
 SM0181
 SM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0181'9.1 MI E FROM BINFORD.
 SM0181'8.1 MILES EAST ALONG A COUNTY ROAD FROM THE NORTHERN PACIFIC RAILWAY
 SM0181'STATION AT BINFORD, GRIGGS COUNTY, 1.0 MILE SOUTH ALONG THE COUNTY
 SM0181'ROAD.  AT THE SOUTHEAST CORNER OF SECTION 16, T. 147 N., R. 59 W., AT
 SM0181'THE INTERSECTION OF STATE HIGHWAY 65, 54 FEET NORTHWEST OF THE CENTER
 SM0181'OF THE INTERSECTION, 39.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SM0181'11 FEET WEST OF THE SOUTHEAST CORNER OF A FIELD FENCE, AND 1.2 FEET
 SM0181'SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED G 202 1935
 SM0181'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN
 SM0181'WIDENED, THE INTERSECTION CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0114 ***********************************************************************
 SM0114  DESIGNATION -  G 203
 SM0114  PID         -  SM0114
 SM0114  STATE/COUNTY-  ND/NELSON
 SM0114  USGS QUAD   -  BINFORD NW (1961)
 SM0114
 SM0114                         *CURRENT SURVEY CONTROL
 SM0114  ___________________________________________________________________
 SM0114* NAD 83(1986)-  47 43 49.     (N)    098 26 24.     (W)     SCALED    
 SM0114* NAVD 88     -       451.214  (meters)    1480.36   (feet)  ADJUSTED  
 SM0114  ___________________________________________________________________
 SM0114  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 SM0114  DYNAMIC HT  -         451.284 (meters)    1480.59  (feet)  COMP
 SM0114  MODELED GRAV-     980,751.3   (mgal)                       NAVD 88
 SM0114
 SM0114  VERT ORDER  -  SECOND    CLASS 0
 SM0114
 SM0114.The horizontal coordinates were scaled from a topographic map and have
 SM0114.an estimated accuracy of +/- 6 seconds.
 SM0114
 SM0114.The orthometric height was determined by differential leveling
 SM0114.and adjusted by the National Geodetic Survey in June 1991..
 SM0114
 SM0114.The geoid height was determined by GEOID03.
 SM0114
 SM0114.The dynamic height is computed by dividing the NAVD 88
 SM0114.geopotential number by the normal gravity value computed on the
 SM0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0114.degrees latitude (g = 980.6199 gals.).
 SM0114
 SM0114.The modeled gravity was interpolated from observed gravity values.
 SM0114
 SM0114;                    North         East    Units  Estimated Accuracy
 SM0114;SPC ND N     -    83,260.      754,500.      MT  (+/- 180 meters Scaled)
 SM0114
 SM0114                          SUPERSEDED SURVEY CONTROL
 SM0114
 SM0114  NGVD 29 (??/??/92)  450.860  (m)         1479.20   (f) ADJ UNCH    2 0
 SM0114
 SM0114.Superseded values are not recommended for survey control.
 SM0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0114.See file dsdata.txt to determine how the superseded data were derived.
 SM0114
 SM0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419864(NAD 83)
 SM0114_MARKER: DB = BENCH MARK DISK
 SM0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0114_STAMPING: G 203 1935
 SM0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0114+STABILITY: SURFACE MOTION
 SM0114
 SM0114  HISTORY     - Date     Condition        Report By
 SM0114  HISTORY     - 1935     MONUMENTED       CGS
 SM0114  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0114
 SM0114                          STATION DESCRIPTION
 SM0114
 SM0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0114'6.5 MI S FROM TOLNA.
 SM0114'6.5 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 SM0114'RAILWAY STATION AT TOLNA, NELSON COUNTY, 0.3 MILE SOUTH OF A
 SM0114'FARMHOUSE, AT THE CORNER COMMON THE SECTIONS 10, 11, 14 AND 15, T. 149
 SM0114'N., R. 61 W., AT A ROAD INTERSECTION, 52.1 FEET NORTHEAST OF THE
 SM0114'CENTER OF THE INTERSECTION, 30.3 FEET NORTH OF THE CENTERLINE OF THE
 SM0114'EAST-AND-WEST ROAD, 14 FEET EAST OF THE SOUTHWEST CORNER OF A FENCE,
 SM0114'AND 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 SM0114'G 203 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEARCH WAS
 SM0114'MADE FOR BM BUT ROAD HAS HAD CONSTRUCTION WORK DONE ON IT AND
 SM0114'DESCRIPTION OF TABLET PLACES IT IN WHAT IS THE ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0741 ***********************************************************************
 SM0741  DESIGNATION -  G 204
 SM0741  PID         -  SM0741
 SM0741  STATE/COUNTY-  ND/EDDY
 SM0741  USGS QUAD   -  BRANTFORD NE (1971)
 SM0741
 SM0741                         *CURRENT SURVEY CONTROL
 SM0741  ___________________________________________________________________
 SM0741* NAD 83(1986)-  47 40 21.     (N)    098 50 30.     (W)     SCALED    
 SM0741* NAVD 88     -       461.304  (meters)    1513.46   (feet)  ADJUSTED  
 SM0741  ___________________________________________________________________
 SM0741  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SM0741  DYNAMIC HT  -         461.357 (meters)    1513.64  (feet)  COMP
 SM0741  MODELED GRAV-     980,712.9   (mgal)                       NAVD 88
 SM0741
 SM0741  VERT ORDER  -  SECOND    CLASS 0
 SM0741
 SM0741.The horizontal coordinates were scaled from a topographic map and have
 SM0741.an estimated accuracy of +/- 6 seconds.
 SM0741
 SM0741.The orthometric height was determined by differential leveling
 SM0741.and adjusted by the National Geodetic Survey in June 1991..
 SM0741
 SM0741.The geoid height was determined by GEOID03.
 SM0741
 SM0741.The dynamic height is computed by dividing the NAVD 88
 SM0741.geopotential number by the normal gravity value computed on the
 SM0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0741.degrees latitude (g = 980.6199 gals.).
 SM0741
 SM0741.The modeled gravity was interpolated from observed gravity values.
 SM0741
 SM0741;                    North         East    Units  Estimated Accuracy
 SM0741;SPC ND N     -    76,110.      724,520.      MT  (+/- 180 meters Scaled)
 SM0741
 SM0741                          SUPERSEDED SURVEY CONTROL
 SM0741
 SM0741  NGVD 29 (??/??/92)  460.915  (m)         1512.19   (f) ADJ UNCH    2 0
 SM0741
 SM0741.Superseded values are not recommended for survey control.
 SM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0741.See file dsdata.txt to determine how the superseded data were derived.
 SM0741
 SM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT118799(NAD 83)
 SM0741_MARKER: DB = BENCH MARK DISK
 SM0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0741_STAMPING: G 204 1935
 SM0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0741+STABILITY: SURFACE MOTION
 SM0741
 SM0741  HISTORY     - Date     Condition        Report By
 SM0741  HISTORY     - 1935     MONUMENTED       CGS
 SM0741  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0741
 SM0741                          STATION DESCRIPTION
 SM0741
 SM0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0741'19.7 MI NW FROM MCHENRY.
 SM0741'IN EDDY COUNTY, 8.0 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE
 SM0741'PUBLIC SCHOOL AT MCHENRY, FOSTER COUNTY, THENCE 12.8 MILES WEST ALONG
 SM0741'STATE HIGHWAY 15, AND THENCE 1.1 MILES SOUTH ALONG A SECTION-LINE
 SM0741'ROAD.  AT THE CORNER COMMON TO SECTIONS 4, 5, 32 AND 33, TPS. 148 AND
 SM0741'149 N, R 64 W, AT THE NORTHWEST CORNER OF SECTION 4, AT A ROAD
 SM0741'INTERSECTION, 45 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 40
 SM0741'FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 26 FEET EAST
 SM0741'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 3.6 FEET SOUTHEAST OF
 SM0741'THE APPROXIMATE CORNER OF SECTION 4, AND NEAR THREE LARGE BOULDERS. A
 SM0741'STANDARD DISK, STAMPED G 204 1935 AND SET IN THE TOP OF A CONCRETE
 SM0741'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0442 ***********************************************************************
 SM0442  DESIGNATION -  G 205
 SM0442  PID         -  SM0442
 SM0442  STATE/COUNTY-  ND/GRIGGS
 SM0442  USGS QUAD   -  SUTTON SW (1961)
 SM0442
 SM0442                         *CURRENT SURVEY CONTROL
 SM0442  ___________________________________________________________________
 SM0442* NAD 83(1986)-  47 15 18.     (N)    098 25 31.     (W)     SCALED    
 SM0442* NAVD 88     -       455.572  (meters)    1494.66   (feet)  ADJUSTED  
 SM0442  ___________________________________________________________________
 SM0442  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0442  DYNAMIC HT  -         455.607 (meters)    1494.77  (feet)  COMP
 SM0442  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 SM0442
 SM0442  VERT ORDER  -  SECOND    CLASS 0
 SM0442
 SM0442.The horizontal coordinates were scaled from a topographic map and have
 SM0442.an estimated accuracy of +/- 6 seconds.
 SM0442
 SM0442.The orthometric height was determined by differential leveling
 SM0442.and adjusted by the National Geodetic Survey in June 1991..
 SM0442
 SM0442.The geoid height was determined by GEOID03.
 SM0442
 SM0442.The dynamic height is computed by dividing the NAVD 88
 SM0442.geopotential number by the normal gravity value computed on the
 SM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0442.degrees latitude (g = 980.6199 gals.).
 SM0442
 SM0442.The modeled gravity was interpolated from observed gravity values.
 SM0442
 SM0442;                    North         East    Units  Estimated Accuracy
 SM0442;SPC ND N     -    30,470.      757,030.      MT  (+/- 180 meters Scaled)
 SM0442
 SM0442                          SUPERSEDED SURVEY CONTROL
 SM0442
 SM0442  NGVD 29 (??/??/92)  455.205  (m)         1493.45   (f) ADJ UNCH    2 0
 SM0442
 SM0442.Superseded values are not recommended for survey control.
 SM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0442.See file dsdata.txt to determine how the superseded data were derived.
 SM0442
 SM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT434336(NAD 83)
 SM0442_MARKER: DB = BENCH MARK DISK
 SM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0442_STAMPING: G 205 1935
 SM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0442+STABILITY: SURFACE MOTION
 SM0442
 SM0442  HISTORY     - Date     Condition        Report By
 SM0442  HISTORY     - 1935     MONUMENTED       CGS
 SM0442
 SM0442                          STATION DESCRIPTION
 SM0442
 SM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0442'2.8 MI N FROM COURTENAY.
 SM0442'IN GRIGGS COUNTY, 2.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE SOO
 SM0442'LINE RAILROAD STATION AT COURTENAY, STUTSMAN COUNTY, 6.0 MILES EAST
 SM0442'ALONG A SECTION-LINE ROAD.  AT THE SOUTHEAST CORNER OF SECTION 29, T.
 SM0442'144 N., R. 61 W., AT A ROAD INTERSECTION, 72.4 FEET NORTHWEST OF THE
 SM0442'CENTER OF THE INTERSECTION, 39.2 FEET WEST OF THE CENTERLINE OF THE
 SM0442'NORTH-AND-SOUTH ROAD, 58.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 SM0442'THE R.O. THORNE FARMHOUSE, 11.1 FEET SOUTH OF THE EAST-AND-WEST FENCE.
 SM0442'A STANDARD DISK, STAMPED G 205 1935 AND SET IN THE TOP OF A CONCRETE
 SM0442'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0565 ***********************************************************************
 SM0565  DESIGNATION -  G 206
 SM0565  PID         -  SM0565
 SM0565  STATE/COUNTY-  ND/FOSTER
 SM0565  USGS QUAD   -  KENSAL (1951)
 SM0565
 SM0565                         *CURRENT SURVEY CONTROL
 SM0565  ___________________________________________________________________
 SM0565* NAD 83(1986)-  47 21 19.     (N)    098 43 40.     (W)     SCALED    
 SM0565* NAVD 88     -       471.393  (meters)    1546.56   (feet)  ADJUSTED  
 SM0565  ___________________________________________________________________
 SM0565  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SM0565  DYNAMIC HT  -         471.440 (meters)    1546.72  (feet)  COMP
 SM0565  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SM0565
 SM0565  VERT ORDER  -  SECOND    CLASS 0
 SM0565
 SM0565.The horizontal coordinates were scaled from a topographic map and have
 SM0565.an estimated accuracy of +/- 6 seconds.
 SM0565
 SM0565.The orthometric height was determined by differential leveling
 SM0565.and adjusted by the National Geodetic Survey in June 1991..
 SM0565
 SM0565.The geoid height was determined by GEOID03.
 SM0565
 SM0565.The dynamic height is computed by dividing the NAVD 88
 SM0565.geopotential number by the normal gravity value computed on the
 SM0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0565.degrees latitude (g = 980.6199 gals.).
 SM0565
 SM0565.The modeled gravity was interpolated from observed gravity values.
 SM0565
 SM0565;                    North         East    Units  Estimated Accuracy
 SM0565;SPC ND N     -    41,040.      733,880.      MT  (+/- 180 meters Scaled)
 SM0565
 SM0565                          SUPERSEDED SURVEY CONTROL
 SM0565
 SM0565  NGVD 29 (??/??/92)  471.022  (m)         1545.34   (f) ADJ UNCH    2 0
 SM0565
 SM0565.Superseded values are not recommended for survey control.
 SM0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0565.See file dsdata.txt to determine how the superseded data were derived.
 SM0565
 SM0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT205446(NAD 83)
 SM0565_MARKER: DB = BENCH MARK DISK
 SM0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0565_STAMPING: G-206 1935
 SM0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0565+STABILITY: SURFACE MOTION
 SM0565
 SM0565  HISTORY     - Date     Condition        Report By
 SM0565  HISTORY     - 1935     MONUMENTED       CGS
 SM0565  HISTORY     - 1960     GOOD             NGS
 SM0565
 SM0565                          STATION DESCRIPTION
 SM0565
 SM0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0565'13.1 MI SE FROM BORDULAC.
 SM0565'.2 MILES SOUTH OF, THENCE 11.1 MILES EAST ALONG SECTION ROAD, FROM
 SM0565'BORDULAC HIGH SCHOOL R 63 W, T 145 N, SEC. 29, COMMON TO SECTIONS 19,
 SM0565'20, 29, 30, ABOUT .1 MILE EAST OF INTERSECTION OF TWO ROADS.  75.9
 SM0565'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  SET AT MCKINNON TOWNSHIP
 SM0565'HALL.  14.6 FEET WEST OF CENTER OF NORTH ENTRANCE DOOR.  2.4 FEET
 SM0565'NORTH OF NORTHWEST CORNER OF BUILDING.  TABLET SET IN PRECAST CONCRETE
 SM0565'POST.
 SM0565
 SM0565                          STATION RECOVERY (1960)
 SM0565
 SM0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0647 ***********************************************************************
 SM0647  DESIGNATION -  G 207
 SM0647  PID         -  SM0647
 SM0647  STATE/COUNTY-  ND/STUTSMAN
 SM0647  USGS QUAD   -  COURTENAY (1951)
 SM0647
 SM0647                         *CURRENT SURVEY CONTROL
 SM0647  ___________________________________________________________________
 SM0647* NAD 83(1986)-  47 08 20.     (N)    098 30 35.     (W)     SCALED    
 SM0647* NAVD 88     -       464.034  (meters)    1522.42   (feet)  ADJUSTED  
 SM0647  ___________________________________________________________________
 SM0647  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SM0647  DYNAMIC HT  -         464.066 (meters)    1522.52  (feet)  COMP
 SM0647  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 SM0647
 SM0647  VERT ORDER  -  SECOND    CLASS 0
 SM0647
 SM0647.The horizontal coordinates were scaled from a topographic map and have
 SM0647.an estimated accuracy of +/- 6 seconds.
 SM0647
 SM0647.The orthometric height was determined by differential leveling
 SM0647.and adjusted by the National Geodetic Survey in June 1991..
 SM0647
 SM0647.The geoid height was determined by GEOID03.
 SM0647
 SM0647.The dynamic height is computed by dividing the NAVD 88
 SM0647.geopotential number by the normal gravity value computed on the
 SM0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0647.degrees latitude (g = 980.6199 gals.).
 SM0647
 SM0647.The modeled gravity was interpolated from observed gravity values.
 SM0647
 SM0647;                    North         East    Units  Estimated Accuracy
 SM0647;SPC ND S     -   165,560.      750,960.      MT  (+/- 180 meters Scaled)
 SM0647
 SM0647                          SUPERSEDED SURVEY CONTROL
 SM0647
 SM0647  NGVD 29 (??/??/92)  463.660  (m)         1521.19   (f) ADJ UNCH    2 0
 SM0647
 SM0647.Superseded values are not recommended for survey control.
 SM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0647.See file dsdata.txt to determine how the superseded data were derived.
 SM0647
 SM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT371207(NAD 83)
 SM0647_MARKER: DB = BENCH MARK DISK
 SM0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0647_STAMPING: G 207 1935
 SM0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0647+STABILITY: SURFACE MOTION
 SM0647
 SM0647  HISTORY     - Date     Condition        Report By
 SM0647  HISTORY     - 1935     MONUMENTED       CGS
 SM0647  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0647
 SM0647                          STATION DESCRIPTION
 SM0647
 SM0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0647'14.2 MI N FROM SPIRITWOOD.
 SM0647'14.2 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 SM0647'HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, AT THE SOUTHEAST CORNER OF
 SM0647'SECTION 3, T. 142 N., R. 62 W., AT A ROAD INTERSECTION, 62.2 FEET
 SM0647'NORTHWEST OF THE CENTER OF THE INTERSECTION, 50.9 FEET WEST OF THE
 SM0647'CENTER LINE OF THE HIGHWAY, 4.4 FEET WEST OF THE SOUTHEAST CORNER OF A
 SM0647'FENCE, AND 0.8 FOOT NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 SM0647'DISK, STAMPED G 207 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0647'THE DESCRIBED LOCATION IS IN THE BOTTOM OF THE PRESENT GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0605 ***********************************************************************
 SM0605  DESIGNATION -  G 209
 SM0605  PID         -  SM0605
 SM0605  STATE/COUNTY-  ND/STUTSMAN
 SM0605  USGS QUAD   -  FRIED (1990)
 SM0605
 SM0605                         *CURRENT SURVEY CONTROL
 SM0605  ___________________________________________________________________
 SM0605* NAD 83(1986)-  47 02 14.     (N)    098 43 14.     (W)     SCALED    
 SM0605* NAVD 88     -       458.650  (meters)    1504.75   (feet)  ADJUSTED  
 SM0605  ___________________________________________________________________
 SM0605  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SM0605  DYNAMIC HT  -         458.677 (meters)    1504.84  (feet)  COMP
 SM0605  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 SM0605
 SM0605  VERT ORDER  -  SECOND    CLASS 0
 SM0605
 SM0605.The horizontal coordinates were scaled from a topographic map and have
 SM0605.an estimated accuracy of +/- 6 seconds.
 SM0605
 SM0605.The orthometric height was determined by differential leveling
 SM0605.and adjusted by the National Geodetic Survey in June 1991..
 SM0605
 SM0605.The geoid height was determined by GEOID03.
 SM0605
 SM0605.The dynamic height is computed by dividing the NAVD 88
 SM0605.geopotential number by the normal gravity value computed on the
 SM0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0605.degrees latitude (g = 980.6199 gals.).
 SM0605
 SM0605.The modeled gravity was interpolated from observed gravity values.
 SM0605
 SM0605;                    North         East    Units  Estimated Accuracy
 SM0605;SPC ND S     -   153,880.      735,220.      MT  (+/- 180 meters Scaled)
 SM0605
 SM0605                          SUPERSEDED SURVEY CONTROL
 SM0605
 SM0605  NGVD 29 (??/??/92)  458.263  (m)         1503.48   (f) ADJ UNCH    2 0
 SM0605
 SM0605.Superseded values are not recommended for survey control.
 SM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0605.See file dsdata.txt to determine how the superseded data were derived.
 SM0605
 SM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT212093(NAD 83)
 SM0605_MARKER: DB = BENCH MARK DISK
 SM0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0605_STAMPING: G 209 1935
 SM0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0605+STABILITY: SURFACE MOTION
 SM0605
 SM0605  HISTORY     - Date     Condition        Report By
 SM0605  HISTORY     - 1935     MONUMENTED       CGS
 SM0605  HISTORY     - 1961     GOOD             NGS
 SM0605
 SM0605                          STATION DESCRIPTION
 SM0605
 SM0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0605'9.3 MI N FROM JAMESTOWN.
 SM0605'9.3 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 SM0605'JAMESTOWN, STUTSMAN COUNTY, AT THE NORTHWEST CORNER OF SECTION 18, T.
 SM0605'141 N., R. 63 W., AT A ROAD INTERSECTION, 31.3 FEET SOUTHEAST OF THE
 SM0605'CENTER OF THE INTERSECTION, 29.8 FEET SOUTH OF THE CENTER LINE OF THE
 SM0605'EAST-AND-WEST ROAD, 12.8 FEET NORTH OF THE EAST END OF A GATE, 3 FEET
 SM0605'SOUTHEAST OF THE NORTHWEST CORNER OF A FENCE, AND 1.3 FEET EAST OF THE
 SM0605'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED G 209 1935 AND SET IN
 SM0605'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0201 ***********************************************************************
 RS0201  DESIGNATION -  G 21
 RS0201  PID         -  RS0201
 RS0201  STATE/COUNTY-  ND/BOWMAN
 RS0201  USGS QUAD   -  GRIFFIN (1973)
 RS0201
 RS0201                         *CURRENT SURVEY CONTROL
 RS0201  ___________________________________________________________________
 RS0201* NAD 83(1986)-  46 12 25.     (N)    103 30 34.     (W)     SCALED    
 RS0201* NAVD 88     -       927.566  (meters)    3043.19   (feet)  ADJUSTED  
 RS0201  ___________________________________________________________________
 RS0201  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 RS0201  DYNAMIC HT  -         927.481 (meters)    3042.91  (feet)  COMP
 RS0201  MODELED GRAV-     980,490.0   (mgal)                       NAVD 88
 RS0201
 RS0201  VERT ORDER  -  SECOND    CLASS 0
 RS0201
 RS0201.The horizontal coordinates were scaled from a topographic map and have
 RS0201.an estimated accuracy of +/- 6 seconds.
 RS0201
 RS0201.The orthometric height was determined by differential leveling
 RS0201.and adjusted by the National Geodetic Survey in June 1991..
 RS0201
 RS0201.The geoid height was determined by GEOID03.
 RS0201
 RS0201.The dynamic height is computed by dividing the NAVD 88
 RS0201.geopotential number by the normal gravity value computed on the
 RS0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0201.degrees latitude (g = 980.6199 gals.).
 RS0201
 RS0201.The modeled gravity was interpolated from observed gravity values.
 RS0201
 RS0201;                    North         East    Units  Estimated Accuracy
 RS0201;SPC ND S     -    64,500.      367,810.      MT  (+/- 180 meters Scaled)
 RS0201
 RS0201                          SUPERSEDED SURVEY CONTROL
 RS0201
 RS0201  NGVD 29 (??/??/92)  927.048  (m)         3041.49   (f) ADJ UNCH    2 0
 RS0201
 RS0201.Superseded values are not recommended for survey control.
 RS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0201.See file dsdata.txt to determine how the superseded data were derived.
 RS0201
 RS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM149181(NAD 83)
 RS0201_MARKER: DB = BENCH MARK DISK
 RS0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0201_STAMPING: G-21 1934
 RS0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0201+STABILITY: SURFACE MOTION
 RS0201
 RS0201  HISTORY     - Date     Condition        Report By
 RS0201  HISTORY     - 1934     MONUMENTED       CGS
 RS0201
 RS0201                          STATION DESCRIPTION
 RS0201
 RS0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0201'5.6 MI NW FROM BOWMAN.
 RS0201'5.6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0201'RAILROAD FROM BOWMAN, BOWMAN COUNTY, 240 YARDS WEST OF MILEPOST 973,
 RS0201'95 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF THE
 RS0201'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 21 1934 AND SET IN THE
 RS0201'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0295 ***********************************************************************
 RR0295  DESIGNATION -  G 212
 RR0295  PID         -  RR0295
 RR0295  STATE/COUNTY-  ND/BURLEIGH
 RR0295  USGS QUAD   -  BURNT BUTTE (1979)
 RR0295
 RR0295                         *CURRENT SURVEY CONTROL
 RR0295  ___________________________________________________________________
 RR0295* NAD 83(1986)-  46 53 31.     (N)    100 45 14.     (W)     SCALED    
 RR0295* NAVD 88     -       562.790  (meters)    1846.42   (feet)  ADJUSTED  
 RR0295  ___________________________________________________________________
 RR0295  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0295  DYNAMIC HT  -         562.797 (meters)    1846.44  (feet)  COMP
 RR0295  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RR0295
 RR0295  VERT ORDER  -  FIRST     CLASS II
 RR0295
 RR0295.The horizontal coordinates were scaled from a topographic map and have
 RR0295.an estimated accuracy of +/- 6 seconds.
 RR0295
 RR0295.The orthometric height was determined by differential leveling
 RR0295.and adjusted by the National Geodetic Survey in June 1991..
 RR0295
 RR0295.The geoid height was determined by GEOID03.
 RR0295
 RR0295.The dynamic height is computed by dividing the NAVD 88
 RR0295.geopotential number by the normal gravity value computed on the
 RR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0295.degrees latitude (g = 980.6199 gals.).
 RR0295
 RR0295.The modeled gravity was interpolated from observed gravity values.
 RR0295
 RR0295;                    North         East    Units  Estimated Accuracy
 RR0295;SPC ND S     -   136,230.      580,650.      MT  (+/- 180 meters Scaled)
 RR0295
 RR0295                          SUPERSEDED SURVEY CONTROL
 RR0295
 RR0295  NGVD 29 (??/??/92)  562.362  (m)         1845.02   (f) ADJ UNCH    1 2
 RR0295
 RR0295.Superseded values are not recommended for survey control.
 RR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0295.See file dsdata.txt to determine how the superseded data were derived.
 RR0295
 RR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS663946(NAD 83)
 RR0295_MARKER: DB = BENCH MARK DISK
 RR0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0295_STAMPING: G 212 1962
 RR0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0295+STABILITY: SURFACE MOTION
 RR0295
 RR0295  HISTORY     - Date     Condition        Report By
 RR0295  HISTORY     - 1962     MONUMENTED       CGS
 RR0295  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0295
 RR0295                          STATION DESCRIPTION
 RR0295
 RR0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0295'8.4 MI N FROM BISMARCK.
 RR0295'ABOUT 8.4 MILE NORTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0295'STATION AT BISMARCK, AT MILEPOST 522, 71 FEET EAST SOUTHEAST AND
 RR0295'ACROSS THE TRACK FROM THE MILEPOST, 44 FEET EAST OF THE EAST RAIL, 3.8
 RR0295'FEET WEST OF TELEPHONE POLE NO 270, 2.7 FEET WEST OF A FENCE LINE, 1.5
 RR0295'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK A DISK IN THE
 RR0295'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- ABOUT 9.5 MILE
 RR0295'SOUTH OF THE STATION AT BALDWIN.
 RR0295
 RR0295                          STATION RECOVERY (1982)
 RR0295
 RR0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0828 ***********************************************************************
 SN0828  DESIGNATION -  G 213
 SN0828  PID         -  SN0828
 SN0828  STATE/COUNTY-  ND/MCLEAN
 SN0828  USGS QUAD   -  WASHBURN (1980)
 SN0828
 SN0828                         *CURRENT SURVEY CONTROL
 SN0828  ___________________________________________________________________
 SN0828* NAD 83(1986)-  47 16 42.     (N)    101 00 26.     (W)     SCALED    
 SN0828* NAVD 88     -       528.884  (meters)    1735.18   (feet)  ADJUSTED  
 SN0828  ___________________________________________________________________
 SN0828  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 SN0828  DYNAMIC HT  -         528.921 (meters)    1735.30  (feet)  COMP
 SN0828  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 SN0828
 SN0828  VERT ORDER  -  FIRST     CLASS II
 SN0828
 SN0828.The horizontal coordinates were scaled from a topographic map and have
 SN0828.an estimated accuracy of +/- 6 seconds.
 SN0828
 SN0828.The orthometric height was determined by differential leveling
 SN0828.and adjusted by the National Geodetic Survey in June 1991..
 SN0828
 SN0828.The geoid height was determined by GEOID03.
 SN0828
 SN0828.The dynamic height is computed by dividing the NAVD 88
 SN0828.geopotential number by the normal gravity value computed on the
 SN0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0828.degrees latitude (g = 980.6199 gals.).
 SN0828
 SN0828.The modeled gravity was interpolated from observed gravity values.
 SN0828
 SN0828;                    North         East    Units  Estimated Accuracy
 SN0828;SPC ND N     -    31,070.      561,620.      MT  (+/- 180 meters Scaled)
 SN0828
 SN0828                          SUPERSEDED SURVEY CONTROL
 SN0828
 SN0828.No superseded survey control is available for this station.
 SN0828
 SN0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT481380(NAD 83)
 SN0828_MARKER: DB = BENCH MARK DISK
 SN0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0828_STAMPING: G 213 1962
 SN0828_MARK LOGO: CGS   
 SN0828_PROJECTION: FLUSH
 SN0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0828+STABILITY: SURFACE MOTION
 SN0828
 SN0828  HISTORY     - Date     Condition        Report By
 SN0828  HISTORY     - 1962     MONUMENTED       CGS
 SN0828  HISTORY     - 1982     GOOD             NGS
 SN0828
 SN0828                          STATION DESCRIPTION
 SN0828
 SN0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0828'1.2 MI SE FROM WASHBURN.
 SN0828'1.2 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0828'WASHBURN, AT MILEPOLE NO 517, AT A PRIVATE ROAD CROSSING, 76.5 FEET
 SN0828'SOUTHEAST OF THE MILEPOLE, 51 FEET WEST OF THE CENTERLINE OF THE ROAD
 SN0828'CROSSING, 42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14 FEET NORTHEAST
 SN0828'OF THE CENTERLINE OF A WIRE GATE, 1 FOOT NORTHEAST OF A FENCE LINE,
 SN0828'1.6 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, A
 SN0828'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 SN0828
 SN0828                          STATION RECOVERY (1982)
 SN0828
 SN0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0828'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0828'22.5 KM (14.0 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0828'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, OR 22.9 KM
 SN0828'(14.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION WITH
 SN0828'STATE HIGHWAY 200 IN UNDERWOOD, 68.9 METERS (226.0 FT) NORTHWEST OF
 SN0828'THE SOO LINE RAILROAD MILEPOST 115, 45.4 METERS (148.9 FT) SOUTHWEST
 SN0828'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 12.8
 SN0828'METERS (42.0 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH.
 SN0828'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 SN0828'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0528 ***********************************************************************
 SN0528  DESIGNATION -  G 214
 SN0528  PID         -  SN0528
 SN0528  STATE/COUNTY-  ND/MCLEAN
 SN0528  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0528
 SN0528                         *CURRENT SURVEY CONTROL
 SN0528  ___________________________________________________________________
 SN0528* NAD 83(1986)-  47 37 28.     (N)    101 22 29.     (W)     SCALED    
 SN0528* NAVD 88     -       571.942  (meters)    1876.45   (feet)  ADJUSTED  
 SN0528  ___________________________________________________________________
 SN0528  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SN0528  DYNAMIC HT  -         571.991 (meters)    1876.61  (feet)  COMP
 SN0528  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 SN0528
 SN0528  VERT ORDER  -  FIRST     CLASS II
 SN0528
 SN0528.The horizontal coordinates were scaled from a topographic map and have
 SN0528.an estimated accuracy of +/- 6 seconds.
 SN0528
 SN0528.The orthometric height was determined by differential leveling
 SN0528.and adjusted by the National Geodetic Survey in June 1991..
 SN0528
 SN0528.The geoid height was determined by GEOID03.
 SN0528
 SN0528.The dynamic height is computed by dividing the NAVD 88
 SN0528.geopotential number by the normal gravity value computed on the
 SN0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0528.degrees latitude (g = 980.6199 gals.).
 SN0528
 SN0528.The modeled gravity was interpolated from observed gravity values.
 SN0528
 SN0528;                    North         East    Units  Estimated Accuracy
 SN0528;SPC ND N     -    69,800.      534,260.      MT  (+/- 180 meters Scaled)
 SN0528
 SN0528                          SUPERSEDED SURVEY CONTROL
 SN0528
 SN0528  NGVD 29 (??/??/92)  571.542  (m)         1875.13   (f) ADJ UNCH    1 2
 SN0528
 SN0528.Superseded values are not recommended for survey control.
 SN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0528.See file dsdata.txt to determine how the superseded data were derived.
 SN0528
 SN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT215772(NAD 83)
 SN0528_MARKER: DB = BENCH MARK DISK
 SN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0528_STAMPING: G 214 1962
 SN0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0528+STABILITY: SURFACE MOTION
 SN0528
 SN0528  HISTORY     - Date     Condition        Report By
 SN0528  HISTORY     - 1962     MONUMENTED       CGS
 SN0528  HISTORY     - 1982     GOOD             NGS
 SN0528
 SN0528                          STATION DESCRIPTION
 SN0528
 SN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0528'2.8 MI SE FROM GARRISON.
 SN0528'ABOUT 2.8 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0528'AT GARRISON, AT MILEPOLE 484, 25.5 FEET NORTH OF THE NORTH RAIL, 4
 SN0528'FEET EAST OF A TELEPHONE POLE, 1.7 FEET WEST OF A WITNESS POST, ABOUT
 SN0528'4 FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0528'PROJECTING 0.5 FOOT.
 SN0528
 SN0528                          STATION RECOVERY (1982)
 SN0528
 SN0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1018 ***********************************************************************
 SN1018  DESIGNATION -  G 215
 SN1018  PID         -  SN1018
 SN1018  STATE/COUNTY-  ND/WARD
 SN1018  USGS QUAD   -  LAKE VERNON (1980)
 SN1018
 SN1018                         *CURRENT SURVEY CONTROL
 SN1018  ___________________________________________________________________
 SN1018* NAD 83(1986)-  47 53 37.     (N)    101 37 24.     (W)     SCALED    
 SN1018* NAVD 88     -       645.502  (meters)    2117.78   (feet)  ADJUSTED  
 SN1018  ___________________________________________________________________
 SN1018  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 SN1018  DYNAMIC HT  -         645.582 (meters)    2118.05  (feet)  COMP
 SN1018  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 SN1018
 SN1018  VERT ORDER  -  SECOND    CLASS 0
 SN1018
 SN1018.The horizontal coordinates were scaled from a topographic map and have
 SN1018.an estimated accuracy of +/- 6 seconds.
 SN1018
 SN1018.The orthometric height was determined by differential leveling
 SN1018.and adjusted by the National Geodetic Survey in June 1991..
 SN1018
 SN1018.The geoid height was determined by GEOID03.
 SN1018
 SN1018.The dynamic height is computed by dividing the NAVD 88
 SN1018.geopotential number by the normal gravity value computed on the
 SN1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1018.degrees latitude (g = 980.6199 gals.).
 SN1018
 SN1018.The modeled gravity was interpolated from observed gravity values.
 SN1018
 SN1018;                    North         East    Units  Estimated Accuracy
 SN1018;SPC ND N     -    99,970.      516,010.      MT  (+/- 180 meters Scaled)
 SN1018
 SN1018                          SUPERSEDED SURVEY CONTROL
 SN1018
 SN1018  NGVD 29 (??/??/92)  645.095  (m)         2116.45   (f) ADJ UNCH    2 0
 SN1018
 SN1018.Superseded values are not recommended for survey control.
 SN1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1018.See file dsdata.txt to determine how the superseded data were derived.
 SN1018
 SN1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU039078(NAD 83)
 SN1018_MARKER: DB = BENCH MARK DISK
 SN1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1018_STAMPING: G 215 1962
 SN1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1018+STABILITY: SURFACE MOTION
 SN1018
 SN1018  HISTORY     - Date     Condition        Report By
 SN1018  HISTORY     - 1962     MONUMENTED       CGS
 SN1018
 SN1018                          STATION DESCRIPTION
 SN1018
 SN1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1018'2.85 MI SE FROM RYDER.
 SN1018'2.85 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1018'RYDER, 2 POLES SOUTHEAST OF MILEPOST 484, 41.5 FEET EAST OF THE CENTER
 SN1018'OF A PRIVATE ROAD CROSSING, 30 FEET NORTHEAST OF THE NORTHEAST RAIL,
 SN1018'30 FEET SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY, 3 FEET SOUTHEAST OF
 SN1018'THE SECOND POLE SOUTHEAST OF MILEPOST 484, 2.0 FEET NORTHWEST OF A
 SN1018'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 SN1018'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0216 ***********************************************************************
 SO0216  DESIGNATION -  G 216
 SO0216  PID         -  SO0216
 SO0216  STATE/COUNTY-  ND/MOUNTRAIL
 SO0216  USGS QUAD   -  PARSHALL NE (1981)
 SO0216
 SO0216                         *CURRENT SURVEY CONTROL
 SO0216  ___________________________________________________________________
 SO0216* NAD 83(1986)-  47 57 31.     (N)    102 04 02.     (W)     SCALED    
 SO0216* NAVD 88     -       594.630  (meters)    1950.88   (feet)  ADJUSTED  
 SO0216  ___________________________________________________________________
 SO0216  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 SO0216  DYNAMIC HT  -         594.714 (meters)    1951.16  (feet)  COMP
 SO0216  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 SO0216
 SO0216  VERT ORDER  -  SECOND    CLASS 0
 SO0216
 SO0216.The horizontal coordinates were scaled from a topographic map and have
 SO0216.an estimated accuracy of +/- 6 seconds.
 SO0216
 SO0216.The orthometric height was determined by differential leveling
 SO0216.and adjusted by the National Geodetic Survey in June 1991..
 SO0216
 SO0216.The geoid height was determined by GEOID03.
 SO0216
 SO0216.The dynamic height is computed by dividing the NAVD 88
 SO0216.geopotential number by the normal gravity value computed on the
 SO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0216.degrees latitude (g = 980.6199 gals.).
 SO0216
 SO0216.The modeled gravity was interpolated from observed gravity values.
 SO0216
 SO0216;                    North         East    Units  Estimated Accuracy
 SO0216;SPC ND N     -   107,770.      482,970.      MT  (+/- 180 meters Scaled)
 SO0216
 SO0216                          SUPERSEDED SURVEY CONTROL
 SO0216
 SO0216  NGVD 29 (??/??/92)  594.202  (m)         1949.48   (f) ADJ UNCH    2 0
 SO0216
 SO0216.Superseded values are not recommended for survey control.
 SO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0216.See file dsdata.txt to determine how the superseded data were derived.
 SO0216
 SO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP189158(NAD 83)
 SO0216_MARKER: DB = BENCH MARK DISK
 SO0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0216_STAMPING: G 216 1962
 SO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0216+STABILITY: SURFACE MOTION
 SO0216
 SO0216  HISTORY     - Date     Condition        Report By
 SO0216  HISTORY     - 1962     MONUMENTED       CGS
 SO0216  HISTORY     - 1976     POOR             USGS
 SO0216
 SO0216                          STATION DESCRIPTION
 SO0216
 SO0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0216'3.1 MI E FROM PARSHALL.
 SO0216'ABOUT 3.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0216'PARSHALL, 5 TELEGRAPH POLES WEST OF A ROAD CROSSING, 44.5 FEET SOUTH
 SO0216'OF THE SOUTH RAIL, 2.5 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTH
 SO0216'OF A FENCE LINE, 2 FEET EAST OF A FENCE LINE, 1.2 FEET WEST OF A
 SO0216'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF
 SO0216'A CONCRETE POST PROJECTING 0.6 FOOT.
 SO0216
 SO0216                          STATION RECOVERY (1976)
 SO0216
 SO0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 SO0216'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1068 ***********************************************************************
 TF1068  DESIGNATION -  G 217
 TF1068  PID         -  TF1068
 TF1068  STATE/COUNTY-  ND/WARD
 TF1068  USGS QUAD   -  MINOT (1979)
 TF1068
 TF1068                         *CURRENT SURVEY CONTROL
 TF1068  ___________________________________________________________________
 TF1068* NAD 83(1986)-  48 11 41.     (N)    101 17 47.     (W)     SCALED    
 TF1068* NAVD 88     -       533.515  (meters)    1750.37   (feet)  ADJUSTED  
 TF1068  ___________________________________________________________________
 TF1068  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TF1068  DYNAMIC HT  -         533.601 (meters)    1750.66  (feet)  COMP
 TF1068  MODELED GRAV-     980,754.1   (mgal)                       NAVD 88
 TF1068
 TF1068  VERT ORDER  -  FIRST     CLASS II
 TF1068
 TF1068.The horizontal coordinates were scaled from a topographic map and have
 TF1068.an estimated accuracy of +/- 6 seconds.
 TF1068
 TF1068.The orthometric height was determined by differential leveling
 TF1068.and adjusted by the National Geodetic Survey in June 1991..
 TF1068.WARNING-Repeat measurements at this control monument indicate possible
 TF1068.vertical movement.
 TF1068
 TF1068.The geoid height was determined by GEOID03.
 TF1068
 TF1068.The dynamic height is computed by dividing the NAVD 88
 TF1068.geopotential number by the normal gravity value computed on the
 TF1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1068.degrees latitude (g = 980.6199 gals.).
 TF1068
 TF1068.The modeled gravity was interpolated from observed gravity values.
 TF1068
 TF1068;                    North         East    Units  Estimated Accuracy
 TF1068;SPC ND N     -   133,140.      540,800.      MT  (+/- 180 meters Scaled)
 TF1068
 TF1068                          SUPERSEDED SURVEY CONTROL
 TF1068
 TF1068  NGVD 29 (??/??/92)  533.167  (m)         1749.23   (f) ADJ UNCH    1 2
 TF1068
 TF1068.Superseded values are not recommended for survey control.
 TF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1068.See file dsdata.txt to determine how the superseded data were derived.
 TF1068
 TF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293404(NAD 83)
 TF1068_MARKER: DB = BENCH MARK DISK
 TF1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1068_STAMPING: G 217 1962
 TF1068_MARK LOGO: CGS   
 TF1068_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1068+STABILITY: SURFACE MOTION
 TF1068
 TF1068  HISTORY     - Date     Condition        Report By
 TF1068  HISTORY     - 1962     MONUMENTED       CGS
 TF1068  HISTORY     - 1982     GOOD             NGS
 TF1068
 TF1068                          STATION DESCRIPTION
 TF1068
 TF1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1068'2.5 MI S FROM MINOT.
 TF1068'2.5 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1068'ABOUT 0.1 MILE SOUTH OF A GRADED ROAD INTERSECTION, AT THE SOUTHEAST
 TF1068'CORNER OF A FIELD, 134 FEET WEST OF THE CENTERLINE OF THE WEST LANE OF
 TF1068'A FOUR LANE HIGHWAY, 2 FEET NORTHEAST OF A POWER POLE, 1 FOOT EAST OF
 TF1068'A FENCE LINE, 2 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE
 TF1068'HIGHWAY, A CONCRETE POST WHICH PROJECTS 0.5 OF A FOOT.
 TF1068
 TF1068                          STATION RECOVERY (1982)
 TF1068
 TF1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1068'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TF1068'4.0 KM (2.5 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE
 TF1068'IN MINOT, 38.1 METERS (125.0 FT) WEST OF THE CENTERLINE OF THE SOUTH
 TF1068'BOUND LANES OF THE HIGHWAY, 26.1 METERS (85.6 FT) WEST OF MILEPOST 198
 TF1068'AND 15.3 METERS (50.2 FT) NORTH OF THE SOUTHEAST CORNER OF A
 TF1068'CULTIVATED FIELD.
 TF1068'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 TF1068'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0485 ***********************************************************************
 SN0485  DESIGNATION -  G 218
 SN0485  PID         -  SN0485
 SN0485  STATE/COUNTY-  ND/WARD
 SN0485  USGS QUAD   -  BENEDICT SW (1981)
 SN0485
 SN0485                         *CURRENT SURVEY CONTROL
 SN0485  ___________________________________________________________________
 SN0485* NAD 83(1986)-  47 51 11.     (N)    101 12 28.     (W)     SCALED    
 SN0485* NAVD 88     -       653.524  (meters)    2144.10   (feet)  ADJUSTED  
 SN0485  ___________________________________________________________________
 SN0485  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 SN0485  DYNAMIC HT  -         653.592 (meters)    2144.33  (feet)  COMP
 SN0485  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 SN0485
 SN0485  VERT ORDER  -  SECOND    CLASS 0
 SN0485
 SN0485.The horizontal coordinates were scaled from a topographic map and have
 SN0485.an estimated accuracy of +/- 6 seconds.
 SN0485
 SN0485.The orthometric height was determined by differential leveling
 SN0485.and adjusted by the National Geodetic Survey in June 1991..
 SN0485
 SN0485.The geoid height was determined by GEOID03.
 SN0485
 SN0485.The dynamic height is computed by dividing the NAVD 88
 SN0485.geopotential number by the normal gravity value computed on the
 SN0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0485.degrees latitude (g = 980.6199 gals.).
 SN0485
 SN0485.The modeled gravity was interpolated from observed gravity values.
 SN0485
 SN0485;                    North         East    Units  Estimated Accuracy
 SN0485;SPC ND N     -    95,090.      547,040.      MT  (+/- 180 meters Scaled)
 SN0485
 SN0485                          SUPERSEDED SURVEY CONTROL
 SN0485
 SN0485  NGVD 29 (??/??/92)  653.129  (m)         2142.81   (f) ADJ UNCH    2 0
 SN0485
 SN0485.Superseded values are not recommended for survey control.
 SN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0485.See file dsdata.txt to determine how the superseded data were derived.
 SN0485
 SN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU348023(NAD 83)
 SN0485_MARKER: DB = BENCH MARK DISK
 SN0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0485_STAMPING: G 218 1962
 SN0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0485+STABILITY: SURFACE MOTION
 SN0485
 SN0485  HISTORY     - Date     Condition        Report By
 SN0485  HISTORY     - 1962     MONUMENTED       CGS
 SN0485
 SN0485                          STATION DESCRIPTION
 SN0485
 SN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0485'5.1 MI NE FROM MAX.
 SN0485'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0485'RAILROAD FROM THE STATION AT MAX, THENCE 1 MILE NORTH ALONG A GRADED
 SN0485'ROAD, ABOUT 0.3 MILE NORTH OF A ROAD INTERSECTION, AT THE EAST SIDE OF
 SN0485'A CULTIVATED FIELD, 46 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5
 SN0485'FEET EAST OF A POWER POLE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT
 SN0485'LEVEL WITH THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SN0485'0.4 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0485'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0194 ***********************************************************************
 SN0194  DESIGNATION -  G 219
 SN0194  PID         -  SN0194
 SN0194  STATE/COUNTY-  ND/MCHENRY
 SN0194  USGS QUAD   -  KIEF (1958)
 SN0194
 SN0194                         *CURRENT SURVEY CONTROL
 SN0194  ___________________________________________________________________
 SN0194* NAD 83(1986)-  47 50 53.     (N)    100 31 15.     (W)     SCALED    
 SN0194* NAVD 88     -       502.537  (meters)    1648.74   (feet)  ADJUSTED  
 SN0194  ___________________________________________________________________
 SN0194  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN0194  DYNAMIC HT  -         502.595 (meters)    1648.93  (feet)  COMP
 SN0194  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 SN0194
 SN0194  VERT ORDER  -  SECOND    CLASS 0
 SN0194
 SN0194.The horizontal coordinates were scaled from a topographic map and have
 SN0194.an estimated accuracy of +/- 6 seconds.
 SN0194
 SN0194.The orthometric height was determined by differential leveling
 SN0194.and adjusted by the National Geodetic Survey in June 1991..
 SN0194
 SN0194.The geoid height was determined by GEOID03.
 SN0194
 SN0194.The dynamic height is computed by dividing the NAVD 88
 SN0194.geopotential number by the normal gravity value computed on the
 SN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0194.degrees latitude (g = 980.6199 gals.).
 SN0194
 SN0194.The modeled gravity was interpolated from observed gravity values.
 SN0194
 SN0194;                    North         East    Units  Estimated Accuracy
 SN0194;SPC ND N     -    94,290.      598,440.      MT  (+/- 180 meters Scaled)
 SN0194
 SN0194                          SUPERSEDED SURVEY CONTROL
 SN0194
 SN0194  NGVD 29 (??/??/92)  502.141  (m)         1647.44   (f) ADJ UNCH    2 0
 SN0194
 SN0194.Superseded values are not recommended for survey control.
 SN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0194.See file dsdata.txt to determine how the superseded data were derived.
 SN0194
 SN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU862005(NAD 83)
 SN0194_MARKER: DB = BENCH MARK DISK
 SN0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0194_STAMPING: G 219 1962
 SN0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0194+STABILITY: SURFACE MOTION
 SN0194
 SN0194  HISTORY     - Date     Condition        Report By
 SN0194  HISTORY     - 1962     MONUMENTED       CGS
 SN0194
 SN0194                          STATION DESCRIPTION
 SN0194
 SN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0194'0.9 MI SW FROM KIEF.
 SN0194'ABOUT 0.4 MILE SOUTHWEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0194'MARIE RAILROAD FROM THE STATION AT KIEF, THENCE 0.5 MILE SOUTH ALONG A
 SN0194'GRADED ROAD, AT THE INTERSECTION OF A GRADED ROAD THAT FOLLOWS THE
 SN0194'MCHENRY AND SHERIDAN COUNTY LINE, 68 FEET NORTHWEST OF THE CENTERLINE
 SN0194'OF THE INTERSECTION, 32 FEET NORTH OF THE CENTERLINE OF THE COUNTY
 SN0194'ROAD, 60 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 3.5 FEET
 SN0194'NORTHEAST OF A FENCE CORNER, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT
 SN0194'2.5 FEET BELOW THE LEVEL OF THE ROADS, A DISK IN THE TOP OF A CONCRETE
 SN0194'POST PROJECTING 0.6 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0194'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0357 ***********************************************************************
 RR0357  DESIGNATION -  G 22
 RR0357  PID         -  RR0357
 RR0357  STATE/COUNTY-  ND/GRANT
 RR0357  USGS QUAD   -  RALEIGH (1980)
 RR0357
 RR0357                         *CURRENT SURVEY CONTROL
 RR0357  ___________________________________________________________________
 RR0357* NAD 83(1986)-  46 16 17.     (N)    101 20 00.     (W)     SCALED    
 RR0357* NAVD 88     -       681.893  (meters)    2237.18   (feet)  ADJUSTED  
 RR0357  ___________________________________________________________________
 RR0357  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 RR0357  DYNAMIC HT  -         681.861 (meters)    2237.07  (feet)  COMP
 RR0357  MODELED GRAV-     980,544.9   (mgal)                       NAVD 88
 RR0357
 RR0357  VERT ORDER  -  FIRST     CLASS II
 RR0357
 RR0357.The horizontal coordinates were scaled from a topographic map and have
 RR0357.an estimated accuracy of +/- 6 seconds.
 RR0357
 RR0357.The orthometric height was determined by differential leveling
 RR0357.and adjusted by the National Geodetic Survey in June 1991..
 RR0357
 RR0357.The geoid height was determined by GEOID03.
 RR0357
 RR0357.The dynamic height is computed by dividing the NAVD 88
 RR0357.geopotential number by the normal gravity value computed on the
 RR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0357.degrees latitude (g = 980.6199 gals.).
 RR0357
 RR0357.The modeled gravity was interpolated from observed gravity values.
 RR0357
 RR0357;                    North         East    Units  Estimated Accuracy
 RR0357;SPC ND S     -    67,560.      535,770.      MT  (+/- 180 meters Scaled)
 RR0357
 RR0357                          SUPERSEDED SURVEY CONTROL
 RR0357
 RR0357  NGVD 29 (??/??/92)  681.422  (m)         2235.63   (f) ADJ UNCH    1 2
 RR0357
 RR0357.Superseded values are not recommended for survey control.
 RR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0357.See file dsdata.txt to determine how the superseded data were derived.
 RR0357
 RR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS202268(NAD 83)
 RR0357_MARKER: DB = BENCH MARK DISK
 RR0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0357_SP_SET: CULVERT
 RR0357_STAMPING: G-22 1933 2235.632
 RR0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0357
 RR0357  HISTORY     - Date     Condition        Report By
 RR0357  HISTORY     - 1933     MONUMENTED       CGS
 RR0357  HISTORY     - 1956     GOOD             NGS
 RR0357
 RR0357                          STATION DESCRIPTION
 RR0357
 RR0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0357'6.3 MI S FROM RALEIGH.
 RR0357'6.3 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 31, 0.2 MILES NORTH OF
 RR0357'FARM HOUSE, SET IN HEAD WALL AT EAST END OF CONCRETE CULVERT UNDER
 RR0357'HIGHWAY.
 RR0357
 RR0357                          STATION RECOVERY (1956)
 RR0357
 RR0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0358 ***********************************************************************
 RR0358  DESIGNATION -  G 22 RESET
 RR0358  PID         -  RR0358
 RR0358  STATE/COUNTY-  ND/GRANT
 RR0358  USGS QUAD   -  RALEIGH (1980)
 RR0358
 RR0358                         *CURRENT SURVEY CONTROL
 RR0358  ___________________________________________________________________
 RR0358* NAD 83(1986)-  46 16 16.     (N)    101 20 00.     (W)     SCALED    
 RR0358* NAVD 88     -       682.208  (meters)    2238.21   (feet)  ADJUSTED  
 RR0358  ___________________________________________________________________
 RR0358  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 RR0358  DYNAMIC HT  -         682.176 (meters)    2238.11  (feet)  COMP
 RR0358  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 RR0358
 RR0358  VERT ORDER  -  FIRST     CLASS II
 RR0358
 RR0358.The horizontal coordinates were scaled from a topographic map and have
 RR0358.an estimated accuracy of +/- 6 seconds.
 RR0358
 RR0358.The orthometric height was determined by differential leveling
 RR0358.and adjusted by the National Geodetic Survey in June 1991..
 RR0358
 RR0358.The geoid height was determined by GEOID03.
 RR0358
 RR0358.The dynamic height is computed by dividing the NAVD 88
 RR0358.geopotential number by the normal gravity value computed on the
 RR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0358.degrees latitude (g = 980.6199 gals.).
 RR0358
 RR0358.The modeled gravity was interpolated from observed gravity values.
 RR0358
 RR0358;                    North         East    Units  Estimated Accuracy
 RR0358;SPC ND S     -    67,530.      535,770.      MT  (+/- 180 meters Scaled)
 RR0358
 RR0358                          SUPERSEDED SURVEY CONTROL
 RR0358
 RR0358  NGVD 29 (??/??/??)  681.76   (m)         2236.7    (f) RESET       3  
 RR0358
 RR0358.Superseded values are not recommended for survey control.
 RR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0358.See file dsdata.txt to determine how the superseded data were derived.
 RR0358
 RR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS202268(NAD 83)
 RR0358_MARKER: DB = BENCH MARK DISK
 RR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0358_SP_SET: CONCRETE POST
 RR0358_STAMPING: G 22 RESET 1957
 RR0358_MARK LOGO: CGS   
 RR0358_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0358+STABILITY: SURFACE MOTION
 RR0358
 RR0358  HISTORY     - Date     Condition        Report By
 RR0358  HISTORY     - 1957     MONUMENTED       CGS
 RR0358  HISTORY     - 1975     GOOD             USGS
 RR0358  HISTORY     - 1985     GOOD             NGS
 RR0358
 RR0358                          STATION DESCRIPTION
 RR0358
 RR0358'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0358'10.85 MI S FROM RALEIGH.
 RR0358'6.3 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RALEIGH ON THE NORTH SLOPE
 RR0358'OF A HILL, JUST SOUTH OF A SMALL CREEK, AND ABOUT 94 FEET EAST OF THE
 RR0358'HIGHWAY.  530 FEET NORTH OF A T. ROAD WEST.  5 FEET SOUTH AND 35.5
 RR0358'FEET EAST OF THE NORTH EAST END OF A METAL CULVERT.  5 FEET WEST OF
 RR0358'THE RIGHT OF WAY FENCE.
 RR0358
 RR0358                          STATION RECOVERY (1985)
 RR0358
 RR0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0358'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.5 KM (6.5
 RR0358'MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN STREET AT
 RR0358'RALEIGH, 28.6 METERS (94 FT) EAST OF THE HIGHWAY CENTERLINE, 27.7
 RR0358'METERS (91 FT) NORTH-NORTHEAST OF POWER POLE 488 AND 7.3 METERS (24
 RR0358'FT) EAST-SOUTHEAST OF THE EAST END OF A 36-INCH PIPE CULVERT.
 RR0358'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0351 ***********************************************************************
 SN0351  DESIGNATION -  G 220
 SN0351  PID         -  SN0351
 SN0351  STATE/COUNTY-  ND/MCHENRY
 SN0351  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0351
 SN0351                         *CURRENT SURVEY CONTROL
 SN0351  ___________________________________________________________________
 SN0351* NAD 83(1986)-  47 58 45.     (N)    100 55 48.     (W)     SCALED    
 SN0351* NAVD 88     -       513.514  (meters)    1684.75   (feet)  ADJUSTED  
 SN0351  ___________________________________________________________________
 SN0351  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SN0351  DYNAMIC HT  -         513.581 (meters)    1684.97  (feet)  COMP
 SN0351  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SN0351
 SN0351  VERT ORDER  -  SECOND    CLASS 0
 SN0351
 SN0351.The horizontal coordinates were scaled from a topographic map and have
 SN0351.an estimated accuracy of +/- 6 seconds.
 SN0351
 SN0351.The orthometric height was determined by differential leveling
 SN0351.and adjusted by the National Geodetic Survey in June 1991..
 SN0351
 SN0351.The geoid height was determined by GEOID03.
 SN0351
 SN0351.The dynamic height is computed by dividing the NAVD 88
 SN0351.geopotential number by the normal gravity value computed on the
 SN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0351.degrees latitude (g = 980.6199 gals.).
 SN0351
 SN0351.The modeled gravity was interpolated from observed gravity values.
 SN0351
 SN0351;                    North         East    Units  Estimated Accuracy
 SN0351;SPC ND N     -   108,950.      567,900.      MT  (+/- 180 meters Scaled)
 SN0351
 SN0351                          SUPERSEDED SURVEY CONTROL
 SN0351
 SN0351  NGVD 29 (??/??/92)  513.132  (m)         1683.50   (f) ADJ UNCH    2 0
 SN0351
 SN0351.Superseded values are not recommended for survey control.
 SN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0351.See file dsdata.txt to determine how the superseded data were derived.
 SN0351
 SN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU559157(NAD 83)
 SN0351_MARKER: DB = BENCH MARK DISK
 SN0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0351_SP_SET: CULVERT
 SN0351_STAMPING: G 220 1962
 SN0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0351
 SN0351  HISTORY     - Date     Condition        Report By
 SN0351  HISTORY     - 1962     MONUMENTED       CGS
 SN0351
 SN0351                          STATION DESCRIPTION
 SN0351
 SN0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0351'5.3 MI S FROM VELVA.
 SN0351'5.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0351'HIGHWAY NO. 52 AT VELVA, ABOUT 82 YARDS NORTH OF THE JUNCTION OF A
 SN0351'GRADED ROAD EAST, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 SN0351'OF A 6 FOOT CONCRETE BOX CULVERT, 21 FEET EAST OF THE CENTERLINE OF
 SN0351'THE HIGHWAY, 0.5 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, ABOUT 1
 SN0351'FOOT BELOW THE HIGHWAY, THE DISK IS DRILLED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0916 ***********************************************************************
 TF0916  DESIGNATION -  G 221
 TF0916  PID         -  TF0916
 TF0916  STATE/COUNTY-  ND/WARD
 TF0916  USGS QUAD   -  SURREY (1981)
 TF0916
 TF0916                         *CURRENT SURVEY CONTROL
 TF0916  ___________________________________________________________________
 TF0916* NAD 83(1986)-  48 14 13.     (N)    101 10 03.     (W)     SCALED    
 TF0916* NAVD 88     -       492.401  (meters)    1615.49   (feet)  POSTED    
 TF0916  ___________________________________________________________________
 TF0916  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF0916  DYNAMIC HT  -         492.490 (meters)    1615.78  (feet)  COMP
 TF0916  MODELED GRAV-     980,772.2   (mgal)                       NAVD 88
 TF0916
 TF0916  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 TF0916
 TF0916.The horizontal coordinates were scaled from a topographic map and have
 TF0916.an estimated accuracy of +/- 6 seconds.
 TF0916
 TF0916.The orthometric height was determined by differential leveling
 TF0916.and adjusted by the National Geodetic Survey in 1992..
 TF0916.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 TF0916.rate greater than 8.0 mm/km.
 TF0916
 TF0916.The geoid height was determined by GEOID03.
 TF0916
 TF0916.The dynamic height is computed by dividing the NAVD 88
 TF0916.geopotential number by the normal gravity value computed on the
 TF0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0916.degrees latitude (g = 980.6199 gals.).
 TF0916
 TF0916.The modeled gravity was interpolated from observed gravity values.
 TF0916
 TF0916;                    North         East    Units  Estimated Accuracy
 TF0916;SPC ND N     -   137,740.      550,420.      MT  (+/- 180 meters Scaled)
 TF0916
 TF0916                          SUPERSEDED SURVEY CONTROL
 TF0916
 TF0916  NGVD 29 (??/??/92)  492.025  (m)         1614.25   (f) ADJ UNCH    1 2
 TF0916
 TF0916.Superseded values are not recommended for survey control.
 TF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0916.See file dsdata.txt to determine how the superseded data were derived.
 TF0916
 TF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU390449(NAD 83)
 TF0916_MARKER: DB = BENCH MARK DISK
 TF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0916_STAMPING: G 221 1962
 TF0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0916+STABILITY: SURFACE MOTION
 TF0916
 TF0916  HISTORY     - Date     Condition        Report By
 TF0916  HISTORY     - 1962     MONUMENTED       CGS
 TF0916  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0916
 TF0916                          STATION DESCRIPTION
 TF0916
 TF0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0916'1.0 MI W FROM SURREY.
 TF0916'1.0 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0916'SURREY, AT THE NORTH END OF A DIRT ROAD LEADING TO THE TRACK FROM U.S.
 TF0916'HIGHWAY 2 ALONG THE SOUTH SIDE OF THE GAVIN RAILROAD YARD, 59.8 FEET
 TF0916'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 39 FEET WEST OF THE CENTER
 TF0916'LINE OF THE ROAD, 3.5 FEET EAST OF MILEPOST 197, IN LINE WITH A ROW OF
 TF0916'TELEGRAPH POLES, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 TF0916'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TF0916'PROJECTING 3 INCHES.
 TF0916
 TF0916                          STATION RECOVERY (1982)
 TF0916
 TF0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0916'NOT RECOVERED THIS DATE, INACCESSIBLE FOR LEVELS THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1136 ***********************************************************************
 TF1136  DESIGNATION -  G 222
 TF1136  PID         -  TF1136
 TF1136  STATE/COUNTY-  ND/WARD
 TF1136  USGS QUAD   -  DES LACS (1980)
 TF1136
 TF1136                         *CURRENT SURVEY CONTROL
 TF1136  ___________________________________________________________________
 TF1136* NAD 83(1986)-  48 16 36.     (N)    101 37 14.     (W)     SCALED    
 TF1136* NAVD 88     -       601.762  (meters)    1974.28   (feet)  ADJUSTED  
 TF1136  ___________________________________________________________________
 TF1136  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TF1136  DYNAMIC HT  -         601.861 (meters)    1974.61  (feet)  COMP
 TF1136  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TF1136
 TF1136  VERT ORDER  -  FIRST     CLASS II
 TF1136
 TF1136.The horizontal coordinates were scaled from a topographic map and have
 TF1136.an estimated accuracy of +/- 6 seconds.
 TF1136
 TF1136.The orthometric height was determined by differential leveling
 TF1136.and adjusted by the National Geodetic Survey in June 1991..
 TF1136
 TF1136.The geoid height was determined by GEOID03.
 TF1136
 TF1136.The dynamic height is computed by dividing the NAVD 88
 TF1136.geopotential number by the normal gravity value computed on the
 TF1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1136.degrees latitude (g = 980.6199 gals.).
 TF1136
 TF1136.The modeled gravity was interpolated from observed gravity values.
 TF1136
 TF1136;                    North         East    Units  Estimated Accuracy
 TF1136;SPC ND N     -   142,550.      516,830.      MT  (+/- 180 meters Scaled)
 TF1136
 TF1136                          SUPERSEDED SURVEY CONTROL
 TF1136
 TF1136  NGVD 29 (??/??/92)  601.360  (m)         1972.96   (f) ADJ UNCH    1 2
 TF1136
 TF1136.Superseded values are not recommended for survey control.
 TF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1136.See file dsdata.txt to determine how the superseded data were derived.
 TF1136
 TF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU055503(NAD 83)
 TF1136_MARKER: DB = BENCH MARK DISK
 TF1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1136_SP_SET: CULVERT
 TF1136_STAMPING: G 222 1962
 TF1136_MARK LOGO: CGS   
 TF1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1136
 TF1136  HISTORY     - Date     Condition        Report By
 TF1136  HISTORY     - 1962     MONUMENTED       CGS
 TF1136  HISTORY     - 1981     GOOD             NGS
 TF1136
 TF1136                          STATION DESCRIPTION
 TF1136
 TF1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1136'2.9 MI W FROM DES LACS.
 TF1136'2.9 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1136'DES LACS, ABOUT 0.2 MILE OR 8 POLES EAST OF MILEPOST 17, 86 FEET EAST
 TF1136'OF THE CENTER OF A GRAVELED ROAD CROSSING, SET IN THE TOP OF THE EAST
 TF1136'END OF THE SOUTH CONCRETE HEADWALL OF A 10-FOOT CONCRETE CULVERT, 12
 TF1136'FEET SOUTH OF THE SOUTH RAIL, 1 FOOT WEST OF THE EAST END OF THE
 TF1136'HEADWALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 TF1136
 TF1136                          STATION RECOVERY (1981)
 TF1136
 TF1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0353 ***********************************************************************
 TF0353  DESIGNATION -  G 223
 TF0353  PID         -  TF0353
 TF0353  STATE/COUNTY-  ND/MCHENRY
 TF0353  USGS QUAD   -  SIMCOE (1949)
 TF0353
 TF0353                         *CURRENT SURVEY CONTROL
 TF0353  ___________________________________________________________________
 TF0353* NAD 83(1986)-  48 07 45.     (N)    100 46 38.     (W)     SCALED    
 TF0353* NAVD 88     -       475.862  (meters)    1561.22   (feet)  ADJUSTED  
 TF0353  ___________________________________________________________________
 TF0353  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TF0353  DYNAMIC HT  -         475.935 (meters)    1561.46  (feet)  COMP
 TF0353  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 TF0353
 TF0353  VERT ORDER  -  SECOND    CLASS 0
 TF0353
 TF0353.The horizontal coordinates were scaled from a topographic map and have
 TF0353.an estimated accuracy of +/- 6 seconds.
 TF0353
 TF0353.The orthometric height was determined by differential leveling
 TF0353.and adjusted by the National Geodetic Survey in June 1991..
 TF0353
 TF0353.The geoid height was determined by GEOID03.
 TF0353
 TF0353.The dynamic height is computed by dividing the NAVD 88
 TF0353.geopotential number by the normal gravity value computed on the
 TF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0353.degrees latitude (g = 980.6199 gals.).
 TF0353
 TF0353.The modeled gravity was interpolated from observed gravity values.
 TF0353
 TF0353;                    North         East    Units  Estimated Accuracy
 TF0353;SPC ND N     -   125,580.      579,370.      MT  (+/- 180 meters Scaled)
 TF0353
 TF0353                          SUPERSEDED SURVEY CONTROL
 TF0353
 TF0353  NGVD 29 (??/??/92)  475.486  (m)         1559.99   (f) ADJ UNCH    2 0
 TF0353
 TF0353.Superseded values are not recommended for survey control.
 TF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0353.See file dsdata.txt to determine how the superseded data were derived.
 TF0353
 TF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU677321(NAD 83)
 TF0353_MARKER: DB = BENCH MARK DISK
 TF0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0353_SP_SET: FOOTING
 TF0353_STAMPING: G 223 1962
 TF0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0353
 TF0353  HISTORY     - Date     Condition        Report By
 TF0353  HISTORY     - 1962     MONUMENTED       CGS
 TF0353
 TF0353                          STATION DESCRIPTION
 TF0353
 TF0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0353'1.9 MI NW FROM VERENDRYE.
 TF0353'ABOUT 1.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0353'STATION AT VERENDRYE, ABOUT 0.35 MILE NORTHWEST OF MILEPOST 207, SET
 TF0353'VERTICALLY IN THE NORTHEAST FACE OF THE NORTHWEST CONCRETE FOOTING OF
 TF0353'AN OVERPASS, 6.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1
 TF0353'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0426 ***********************************************************************
 TF0426  DESIGNATION -  G 224
 TF0426  PID         -  TF0426
 TF0426  STATE/COUNTY-  ND/MCHENRY
 TF0426  USGS QUAD   -  VOLTAIRE (1977)
 TF0426
 TF0426                         *CURRENT SURVEY CONTROL
 TF0426  ___________________________________________________________________
 TF0426* NAD 83(1986)-  48 00 49.     (N)    100 48 01.     (W)     SCALED    
 TF0426* NAVD 88     -       481.328  (meters)    1579.16   (feet)  ADJUSTED  
 TF0426  ___________________________________________________________________
 TF0426  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TF0426  DYNAMIC HT  -         481.394 (meters)    1579.37  (feet)  COMP
 TF0426  MODELED GRAV-     980,733.4   (mgal)                       NAVD 88
 TF0426
 TF0426  VERT ORDER  -  SECOND    CLASS 0
 TF0426
 TF0426.The horizontal coordinates were scaled from a topographic map and have
 TF0426.an estimated accuracy of +/- 6 seconds.
 TF0426
 TF0426.The orthometric height was determined by differential leveling
 TF0426.and adjusted by the National Geodetic Survey in June 1991..
 TF0426
 TF0426.The geoid height was determined by GEOID03.
 TF0426
 TF0426.The dynamic height is computed by dividing the NAVD 88
 TF0426.geopotential number by the normal gravity value computed on the
 TF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0426.degrees latitude (g = 980.6199 gals.).
 TF0426
 TF0426.The modeled gravity was interpolated from observed gravity values.
 TF0426
 TF0426;                    North         East    Units  Estimated Accuracy
 TF0426;SPC ND N     -   112,740.      577,600.      MT  (+/- 180 meters Scaled)
 TF0426
 TF0426                          SUPERSEDED SURVEY CONTROL
 TF0426
 TF0426  NGVD 29 (??/??/92)  480.948  (m)         1577.91   (f) ADJ UNCH    2 0
 TF0426
 TF0426.Superseded values are not recommended for survey control.
 TF0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0426.See file dsdata.txt to determine how the superseded data were derived.
 TF0426
 TF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU657193(NAD 83)
 TF0426_MARKER: DB = BENCH MARK DISK
 TF0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0426_STAMPING: G 224 1962
 TF0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0426+STABILITY: SURFACE MOTION
 TF0426
 TF0426  HISTORY     - Date     Condition        Report By
 TF0426  HISTORY     - 1962     MONUMENTED       CGS
 TF0426
 TF0426                          STATION DESCRIPTION
 TF0426
 TF0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0426'2 MI E FROM VOLTAIRE.
 TF0426'ABOUT 2 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS ELEVATOR AT
 TF0426'VOLTAIRE, AT THE JUNCTION OF A GRAVELED ROAD SOUTH TO KONGSBERG, 101.5
 TF0426'FEET SOUTHWEST OF THE CENTERLINE OF THE JUNCTION, 90 FEET SOUTH OF THE
 TF0426'CENTERLINE OF THE HIGHWAY, 59.5 FEET WEST OF THE CENTERLINE OF THE
 TF0426'GRAVELED ROAD, 3 FEET WEST OF THE NORTH LEG OF A POWER POLE, 1.5 FEET
 TF0426'EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE HIGHWAY, A DISK IN
 TF0426'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0372 ***********************************************************************
 SN0372  DESIGNATION -  G 225
 SN0372  PID         -  SN0372
 SN0372  STATE/COUNTY-  ND/MCHENRY
 SN0372  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0372
 SN0372                         *CURRENT SURVEY CONTROL
 SN0372  ___________________________________________________________________
 SN0372* NAD 83(1986)-  47 55 15.     (N)    100 54 29.     (W)     SCALED    
 SN0372* NAVD 88     -       559.488  (meters)    1835.59   (feet)  ADJUSTED  
 SN0372  ___________________________________________________________________
 SN0372  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 SN0372  DYNAMIC HT  -         559.553 (meters)    1835.80  (feet)  COMP
 SN0372  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SN0372
 SN0372  VERT ORDER  -  SECOND    CLASS 0
 SN0372
 SN0372.The horizontal coordinates were scaled from a topographic map and have
 SN0372.an estimated accuracy of +/- 6 seconds.
 SN0372
 SN0372.The orthometric height was determined by differential leveling
 SN0372.and adjusted by the National Geodetic Survey in June 1991..
 SN0372
 SN0372.The geoid height was determined by GEOID03.
 SN0372
 SN0372.The dynamic height is computed by dividing the NAVD 88
 SN0372.geopotential number by the normal gravity value computed on the
 SN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0372.degrees latitude (g = 980.6199 gals.).
 SN0372
 SN0372.The modeled gravity was interpolated from observed gravity values.
 SN0372
 SN0372;                    North         East    Units  Estimated Accuracy
 SN0372;SPC ND N     -   102,460.      569,500.      MT  (+/- 180 meters Scaled)
 SN0372
 SN0372                          SUPERSEDED SURVEY CONTROL
 SN0372
 SN0372  NGVD 29 (??/??/92)  559.096  (m)         1834.30   (f) ADJ UNCH    2 0
 SN0372
 SN0372.Superseded values are not recommended for survey control.
 SN0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0372.See file dsdata.txt to determine how the superseded data were derived.
 SN0372
 SN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU574092(NAD 83)
 SN0372_MARKER: DB = BENCH MARK DISK
 SN0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0372_STAMPING: G 225 1962
 SN0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0372+STABILITY: SURFACE MOTION
 SN0372
 SN0372  HISTORY     - Date     Condition        Report By
 SN0372  HISTORY     - 1962     MONUMENTED       CGS
 SN0372
 SN0372                          STATION DESCRIPTION
 SN0372
 SN0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0372'6.8 MI NE FROM RUSO.
 SN0372'ABOUT 5.8 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0372'MINNEAPOLIS ST PAUL AND SAULT STE MARIE RAILROAD AT RUSO, THENCE 1
 SN0372'MILE EAST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, GRAVELED ROAD
 SN0372'SOUTH AND DIRT ROAD NORTH, 55 FEET NORTHEAST OF THE CENTER OF THE
 SN0372'INTERSECTION, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD EAST, 34.5
 SN0372'FEET EAST OF THE CENTERLINE OF THE ROAD NORTH, 2 FEET WEST OF A POWER
 SN0372'POLE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 SN0372'ROAD EAST, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0389 ***********************************************************************
 TF0389  DESIGNATION -  G 226
 TF0389  PID         -  TF0389
 TF0389  STATE/COUNTY-  ND/MCHENRY
 TF0389  USGS QUAD   -  BERGEN (1957)
 TF0389
 TF0389                         *CURRENT SURVEY CONTROL
 TF0389  ___________________________________________________________________
 TF0389* NAD 83(1986)-  48 02 12.     (N)    100 40 10.     (W)     SCALED    
 TF0389* NAVD 88     -       491.547  (meters)    1612.68   (feet)  ADJUSTED  
 TF0389  ___________________________________________________________________
 TF0389  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0389  DYNAMIC HT  -         491.619 (meters)    1612.92  (feet)  COMP
 TF0389  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 TF0389
 TF0389  VERT ORDER  -  SECOND    CLASS 0
 TF0389
 TF0389.The horizontal coordinates were scaled from a topographic map and have
 TF0389.an estimated accuracy of +/- 6 seconds.
 TF0389
 TF0389.The orthometric height was determined by differential leveling
 TF0389.and adjusted by the National Geodetic Survey in June 1991..
 TF0389
 TF0389.The geoid height was determined by GEOID03.
 TF0389
 TF0389.The dynamic height is computed by dividing the NAVD 88
 TF0389.geopotential number by the normal gravity value computed on the
 TF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0389.degrees latitude (g = 980.6199 gals.).
 TF0389
 TF0389.The modeled gravity was interpolated from observed gravity values.
 TF0389
 TF0389;                    North         East    Units  Estimated Accuracy
 TF0389;SPC ND N     -   115,270.      587,370.      MT  (+/- 180 meters Scaled)
 TF0389
 TF0389                          SUPERSEDED SURVEY CONTROL
 TF0389
 TF0389  NGVD 29 (??/??/92)  491.167  (m)         1611.44   (f) ADJ UNCH    2 0
 TF0389
 TF0389.Superseded values are not recommended for survey control.
 TF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0389.See file dsdata.txt to determine how the superseded data were derived.
 TF0389
 TF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU755217(NAD 83)
 TF0389_MARKER: DB = BENCH MARK DISK
 TF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0389_STAMPING: G 226 1962
 TF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0389+STABILITY: SURFACE MOTION
 TF0389
 TF0389  HISTORY     - Date     Condition        Report By
 TF0389  HISTORY     - 1962     MONUMENTED       CGS
 TF0389
 TF0389                          STATION DESCRIPTION
 TF0389
 TF0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0389'5.8 MI NE FROM BERGEN.
 TF0389'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0389'BERGEN, THENCE 2.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1 MILE
 TF0389'NORTH ALONG A DIRT ROAD, AT A ROAD INTERSECTION, 76 FEET SOUTH OF THE
 TF0389'CENTERLINE OF THE ROAD EAST, 52 FEET SOUTH OF A FENCE CORNER, 34 FEET
 TF0389'EAST OF THE CENTERLINE OF THE ROAD SOUTH, 1.5 FEET WEST OF A FENCE
 TF0389'LINE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD
 TF0389'SOUTH, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0130 ***********************************************************************
 SO0130  DESIGNATION -  G 227
 SO0130  PID         -  SO0130
 SO0130  STATE/COUNTY-  ND/MCLEAN
 SO0130  USGS QUAD   -  PARSHALL SW (1967)
 SO0130
 SO0130                         *CURRENT SURVEY CONTROL
 SO0130  ___________________________________________________________________
 SO0130* NAD 83(1986)-  47 47 22.     (N)    102 07 45.     (W)     SCALED    
 SO0130* NAVD 88     -       619.072  (meters)    2031.07   (feet)  ADJUSTED  
 SO0130  ___________________________________________________________________
 SO0130  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0130  DYNAMIC HT  -         619.151 (meters)    2031.33  (feet)  COMP
 SO0130  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 SO0130
 SO0130  VERT ORDER  -  SECOND    CLASS 0
 SO0130
 SO0130.The horizontal coordinates were scaled from a topographic map and have
 SO0130.an estimated accuracy of +/- 6 seconds.
 SO0130
 SO0130.The orthometric height was determined by differential leveling
 SO0130.and adjusted by the National Geodetic Survey in June 1991..
 SO0130
 SO0130.The geoid height was determined by GEOID03.
 SO0130
 SO0130.The dynamic height is computed by dividing the NAVD 88
 SO0130.geopotential number by the normal gravity value computed on the
 SO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0130.degrees latitude (g = 980.6199 gals.).
 SO0130
 SO0130.The modeled gravity was interpolated from observed gravity values.
 SO0130
 SO0130;                    North         East    Units  Estimated Accuracy
 SO0130;SPC ND N     -    89,060.      477,940.      MT  (+/- 180 meters Scaled)
 SO0130
 SO0130                          SUPERSEDED SURVEY CONTROL
 SO0130
 SO0130  NGVD 29 (??/??/92)  618.645  (m)         2029.67   (f) ADJ UNCH    2 0
 SO0130
 SO0130.Superseded values are not recommended for survey control.
 SO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0130.See file dsdata.txt to determine how the superseded data were derived.
 SO0130
 SO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN150968(NAD 83)
 SO0130_MARKER: DB = BENCH MARK DISK
 SO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0130_STAMPING: G 227 1962
 SO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0130+STABILITY: SURFACE MOTION
 SO0130
 SO0130  HISTORY     - Date     Condition        Report By
 SO0130  HISTORY     - 1962     MONUMENTED       CGS
 SO0130
 SO0130                          STATION DESCRIPTION
 SO0130
 SO0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0130'7.0 MI NW FROM RAUB.
 SO0130'ABOUT 7.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION
 SO0130'OF A GRAVELED COUNTY ROAD AT RAUB, 86 FEET SOUTHWEST OF THE CENTER OF
 SO0130'A ROAD INTERSECTION, 77 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 36
 SO0130'FEET SOUTH OF THE CENTERLINE OF THE ROAD INTERSECTING THE HIGHWAY, 3.0
 SO0130'FEET SOUTH OF A TELEPHONE POLE WITH TWO GUY WIRES, 1.3 FEET BELOW THE
 SO0130'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0130'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0257 ***********************************************************************
 SO0257  DESIGNATION -  G 228
 SO0257  PID         -  SO0257
 SO0257  STATE/COUNTY-  ND/MCLEAN
 SO0257  USGS QUAD   -  PARSHALL SW (1967)
 SO0257
 SO0257                         *CURRENT SURVEY CONTROL
 SO0257  ___________________________________________________________________
 SO0257* NAD 83(1986)-  47 49 58.     (N)    102 09 00.     (W)     SCALED    
 SO0257* NAVD 88     -       667.270  (meters)    2189.20   (feet)  ADJUSTED  
 SO0257  ___________________________________________________________________
 SO0257  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 SO0257  DYNAMIC HT  -         667.355 (meters)    2189.48  (feet)  COMP
 SO0257  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 SO0257
 SO0257  VERT ORDER  -  SECOND    CLASS 0
 SO0257
 SO0257.The horizontal coordinates were scaled from a topographic map and have
 SO0257.an estimated accuracy of +/- 6 seconds.
 SO0257
 SO0257.The orthometric height was determined by differential leveling
 SO0257.and adjusted by the National Geodetic Survey in June 1991..
 SO0257
 SO0257.The geoid height was determined by GEOID03.
 SO0257
 SO0257.The dynamic height is computed by dividing the NAVD 88
 SO0257.geopotential number by the normal gravity value computed on the
 SO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0257.degrees latitude (g = 980.6199 gals.).
 SO0257
 SO0257.The modeled gravity was interpolated from observed gravity values.
 SO0257
 SO0257;                    North         East    Units  Estimated Accuracy
 SO0257;SPC ND N     -    93,910.      476,490.      MT  (+/- 180 meters Scaled)
 SO0257
 SO0257                          SUPERSEDED SURVEY CONTROL
 SO0257
 SO0257  NGVD 29 (??/??/92)  666.838  (m)         2187.78   (f) ADJ UNCH    2 0
 SO0257
 SO0257.Superseded values are not recommended for survey control.
 SO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0257.See file dsdata.txt to determine how the superseded data were derived.
 SO0257
 SO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP132016(NAD 83)
 SO0257_MARKER: DB = BENCH MARK DISK
 SO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0257_STAMPING: G 228 1962
 SO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0257+STABILITY: SURFACE MOTION
 SO0257
 SO0257  HISTORY     - Date     Condition        Report By
 SO0257  HISTORY     - 1962     MONUMENTED       CGS
 SO0257
 SO0257                          STATION DESCRIPTION
 SO0257
 SO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0257'9.4 MI S FROM PARSHALL.
 SO0257'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0257'PARSHALL, THENCE 8.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 1.0
 SO0257'MILE WEST ALONG A GRAVELED COUNTY ROAD, 61 FEET SOUTHEAST OF THE
 SO0257'CENTER OF A TRACK ROAD INTERSECTION, 52 FEET NORTHWEST OF THE
 SO0257'NORTHWEST CORNER OF A FRAME HOUSE, 44 FEET SOUTH OF THE CENTER LINE OF
 SO0257'THE ROAD, 1.8 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 SO0257'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 12, R 90
 SO0257'W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0245 ***********************************************************************
 SN0245  DESIGNATION -  G 229
 SN0245  PID         -  SN0245
 SN0245  STATE/COUNTY-  ND/MCLEAN
 SN0245  USGS QUAD   -  RUSO (1981)
 SN0245
 SN0245                         *CURRENT SURVEY CONTROL
 SN0245  ___________________________________________________________________
 SN0245* NAD 83(1986)-  47 45 40.     (N)    100 54 29.     (W)     SCALED    
 SN0245* NAVD 88     -       599.822  (meters)    1967.92   (feet)  ADJUSTED  
 SN0245  ___________________________________________________________________
 SN0245  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SN0245  DYNAMIC HT  -         599.880 (meters)    1968.11  (feet)  COMP
 SN0245  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 SN0245
 SN0245  VERT ORDER  -  SECOND    CLASS 0
 SN0245
 SN0245.The horizontal coordinates were scaled from a topographic map and have
 SN0245.an estimated accuracy of +/- 6 seconds.
 SN0245
 SN0245.The orthometric height was determined by differential leveling
 SN0245.and adjusted by the National Geodetic Survey in June 1991..
 SN0245
 SN0245.The geoid height was determined by GEOID03.
 SN0245
 SN0245.The dynamic height is computed by dividing the NAVD 88
 SN0245.geopotential number by the normal gravity value computed on the
 SN0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0245.degrees latitude (g = 980.6199 gals.).
 SN0245
 SN0245.The modeled gravity was interpolated from observed gravity values.
 SN0245
 SN0245;                    North         East    Units  Estimated Accuracy
 SN0245;SPC ND N     -    84,700.      569,410.      MT  (+/- 180 meters Scaled)
 SN0245
 SN0245                          SUPERSEDED SURVEY CONTROL
 SN0245
 SN0245  NGVD 29 (??/??/92)  599.416  (m)         1966.58   (f) ADJ UNCH    2 0
 SN0245
 SN0245.Superseded values are not recommended for survey control.
 SN0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0245.See file dsdata.txt to determine how the superseded data were derived.
 SN0245
 SN0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT570915(NAD 83)
 SN0245_MARKER: DB = BENCH MARK DISK
 SN0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0245_STAMPING: G 229 1962
 SN0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0245+STABILITY: SURFACE MOTION
 SN0245
 SN0245  HISTORY     - Date     Condition        Report By
 SN0245  HISTORY     - 1962     MONUMENTED       CGS
 SN0245
 SN0245                          STATION DESCRIPTION
 SN0245
 SN0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0245'5.5 MI SE FROM RUSO.
 SN0245'ABOUT 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE CROSSING OF
 SN0245'THE SOO LINE RAILROAD AT RUSO, 104.0 FEET WEST-NORTHWEST OF THE CENTER
 SN0245'OF A ROAD JUNCTION, 100.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SN0245'32.0 FEET NORTH OF THE CENTERLINE OF THE ROAD WHICH JUNCTIONS WITH THE
 SN0245'HIGHWAY, 16.0 FEET SOUTHEAST AND ACROSS A FENCE FROM A POWER POLE,
 SN0245'13.0 FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST OF A FENCE, 1.5 FEET
 SN0245'SOUTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 SN0245'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0215 ***********************************************************************
 RS0215  DESIGNATION -  G 23
 RS0215  PID         -  RS0215
 RS0215  STATE/COUNTY-  ND/SLOPE
 RS0215  USGS QUAD   -  MARMARTH (1980)
 RS0215
 RS0215                         *CURRENT SURVEY CONTROL
 RS0215  ___________________________________________________________________
 RS0215* NAD 83(1986)-  46 16 23.     (N)    103 59 28.     (W)     SCALED    
 RS0215* NAVD 88     -       848.812  (meters)    2784.81   (feet)  ADJUSTED  
 RS0215  ___________________________________________________________________
 RS0215  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 RS0215  DYNAMIC HT  -         848.737 (meters)    2784.56  (feet)  COMP
 RS0215  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 RS0215
 RS0215  VERT ORDER  -  SECOND    CLASS 0
 RS0215
 RS0215.The horizontal coordinates were scaled from a topographic map and have
 RS0215.an estimated accuracy of +/- 6 seconds.
 RS0215
 RS0215.The orthometric height was determined by differential leveling
 RS0215.and adjusted by the National Geodetic Survey in June 1991..
 RS0215
 RS0215.The geoid height was determined by GEOID03.
 RS0215
 RS0215.The dynamic height is computed by dividing the NAVD 88
 RS0215.geopotential number by the normal gravity value computed on the
 RS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0215.degrees latitude (g = 980.6199 gals.).
 RS0215
 RS0215.The modeled gravity was interpolated from observed gravity values.
 RS0215
 RS0215;                    North         East    Units  Estimated Accuracy
 RS0215;SPC ND S     -    73,380.      330,990.      MT  (+/- 180 meters Scaled)
 RS0215
 RS0215                          SUPERSEDED SURVEY CONTROL
 RS0215
 RS0215  NGVD 29 (??/??/92)  848.265  (m)         2783.02   (f) ADJ UNCH    2 0
 RS0215
 RS0215.Superseded values are not recommended for survey control.
 RS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0215.See file dsdata.txt to determine how the superseded data were derived.
 RS0215
 RS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM777248(NAD 83)
 RS0215_MARKER: DB = BENCH MARK DISK
 RS0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0215_STAMPING: G-23 1934
 RS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0215+STABILITY: SURFACE MOTION
 RS0215
 RS0215  HISTORY     - Date     Condition        Report By
 RS0215  HISTORY     - 1934     MONUMENTED       CGS
 RS0215
 RS0215                          STATION DESCRIPTION
 RS0215
 RS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0215'4.0 MI W FROM MARMARTH.
 RS0215'4.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0215'RAILROAD FROM MARMARTH, SLOPE COUNTY, 115 YARDS WEST OF MILEPOST 999,
 RS0215'68 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET NORTH OF THE
 RS0215'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 23 1934 AND SET IN THE
 RS0215'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0670 ***********************************************************************
 SN0670  DESIGNATION -  G 230
 SN0670  PID         -  SN0670
 SN0670  STATE/COUNTY-  ND/MCLEAN
 SN0670  USGS QUAD   -  MAX (1980)
 SN0670
 SN0670                         *CURRENT SURVEY CONTROL
 SN0670  ___________________________________________________________________
 SN0670* NAD 83(1986)-  47 47 25.     (N)    101 17 32.     (W)     SCALED    
 SN0670* NAVD 88     -       626.943  (meters)    2056.90   (feet)  ADJUSTED  
 SN0670  ___________________________________________________________________
 SN0670  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 SN0670  DYNAMIC HT  -         627.004 (meters)    2057.10  (feet)  COMP
 SN0670  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN0670
 SN0670  VERT ORDER  -  SECOND    CLASS 0
 SN0670
 SN0670.The horizontal coordinates were scaled from a topographic map and have
 SN0670.an estimated accuracy of +/- 6 seconds.
 SN0670
 SN0670.The orthometric height was determined by differential leveling
 SN0670.and adjusted by the National Geodetic Survey in June 1991..
 SN0670
 SN0670.The geoid height was determined by GEOID03.
 SN0670
 SN0670.The dynamic height is computed by dividing the NAVD 88
 SN0670.geopotential number by the normal gravity value computed on the
 SN0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0670.degrees latitude (g = 980.6199 gals.).
 SN0670
 SN0670.The modeled gravity was interpolated from observed gravity values.
 SN0670
 SN0670;                    North         East    Units  Estimated Accuracy
 SN0670;SPC ND N     -    88,170.      540,650.      MT  (+/- 180 meters Scaled)
 SN0670
 SN0670                          SUPERSEDED SURVEY CONTROL
 SN0670
 SN0670  NGVD 29 (??/??/92)  626.535  (m)         2055.56   (f) ADJ UNCH    2 0
 SN0670
 SN0670.Superseded values are not recommended for survey control.
 SN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0670.See file dsdata.txt to determine how the superseded data were derived.
 SN0670
 SN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT283955(NAD 83)
 SN0670_MARKER: DB = BENCH MARK DISK
 SN0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0670_STAMPING: G 230 1962
 SN0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0670+STABILITY: SURFACE MOTION
 SN0670
 SN0670  HISTORY     - Date     Condition        Report By
 SN0670  HISTORY     - 1962     MONUMENTED       CGS
 SN0670  HISTORY     - 1968     GOOD             DOD
 SN0670  HISTORY     - 1977     GOOD             NDHD
 SN0670
 SN0670                          STATION DESCRIPTION
 SN0670
 SN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0670'2.1 MI S FROM MAX.
 SN0670'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0670'AT MAX, 123 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 100.0
 SN0670'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET NORTH OF THE
 SN0670'CENTERLINE OF THE ROAD, 4.0 FEET WEST OF A POWER POLE BRACED BY 4 GUY
 SN0670'WIRES, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SN0670'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN0670'FOOT.
 SN0670
 SN0670                          STATION RECOVERY (1968)
 SN0670
 SN0670'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0670'RECOVERED IN GOOD CONDITION.
 SN0670
 SN0670                          STATION RECOVERY (1977)
 SN0670
 SN0670'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1428 ***********************************************************************
 SN1428  DESIGNATION -  G 230 RESET
 SN1428  PID         -  SN1428
 SN1428  STATE/COUNTY-  ND/MCLEAN
 SN1428  USGS QUAD   -  MAX (1980)
 SN1428
 SN1428                         *CURRENT SURVEY CONTROL
 SN1428  ___________________________________________________________________
 SN1428* NAD 83(1986)-  47 47 22.     (N)    101 17 37.     (W)     SCALED    
 SN1428* NAVD 88     -       625.892  (meters)    2053.45   (feet)  ADJUSTED  
 SN1428  ___________________________________________________________________
 SN1428  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 SN1428  DYNAMIC HT  -         625.953 (meters)    2053.65  (feet)  COMP
 SN1428  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN1428
 SN1428  VERT ORDER  -  FIRST     CLASS II
 SN1428
 SN1428.The horizontal coordinates were scaled from a topographic map and have
 SN1428.an estimated accuracy of +/- 6 seconds.
 SN1428
 SN1428.The orthometric height was determined by differential leveling
 SN1428.and adjusted by the National Geodetic Survey in June 1991..
 SN1428
 SN1428.The geoid height was determined by GEOID03.
 SN1428
 SN1428.The dynamic height is computed by dividing the NAVD 88
 SN1428.geopotential number by the normal gravity value computed on the
 SN1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1428.degrees latitude (g = 980.6199 gals.).
 SN1428
 SN1428.The modeled gravity was interpolated from observed gravity values.
 SN1428
 SN1428;                    North         East    Units  Estimated Accuracy
 SN1428;SPC ND N     -    88,080.      540,540.      MT  (+/- 180 meters Scaled)
 SN1428
 SN1428                          SUPERSEDED SURVEY CONTROL
 SN1428
 SN1428  NGVD 29 (11/04/04)  625.47   (m)         2052.1    (f) RESET       3  
 SN1428
 SN1428.Superseded values are not recommended for survey control.
 SN1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1428.See file dsdata.txt to determine how the superseded data were derived.
 SN1428
 SN1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT282954(NAD 83)
 SN1428_MARKER: DB = BENCH MARK DISK
 SN1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1428_SP_SET: CONCRETE POST
 SN1428_STAMPING: G 230 RESET 1981
 SN1428_MARK LOGO: NGS   
 SN1428_PROJECTION: PROJECTING 10 CENTIMETERS
 SN1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1428+STABILITY: SURFACE MOTION
 SN1428
 SN1428  HISTORY     - Date     Condition        Report By
 SN1428  HISTORY     - 1981     MONUMENTED       NGS
 SN1428  HISTORY     - 1982     GOOD             NGS
 SN1428
 SN1428                          STATION DESCRIPTION
 SN1428
 SN1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1428'41.5 KM (25.8 MI) NW FROM UNDERWOOD.
 SN1428'41.5 KM (25.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1428'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.1 KM (0.05 MI) SOUTH
 SN1428'OF A GRAVELED ROAD LEADING WEST, 30.6 METERS (100.4 FT) WEST OF THE
 SN1428'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 1.1 METERS (3.6
 SN1428'FT) NORTH OF A UTILITY POLE.
 SN1428'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1428'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0722 ***********************************************************************
 SN0722  DESIGNATION -  G 231
 SN0722  PID         -  SN0722
 SN0722  STATE/COUNTY-  ND/MCLEAN
 SN0722  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0722
 SN0722                         *CURRENT SURVEY CONTROL
 SN0722  ___________________________________________________________________
 SN0722* NAD 83(1986)-  47 43 56.     (N)    101 04 46.     (W)     SCALED    
 SN0722* NAVD 88     -       593.980  (meters)    1948.75   (feet)  ADJUSTED  
 SN0722  ___________________________________________________________________
 SN0722  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0722  DYNAMIC HT  -         594.039 (meters)    1948.94  (feet)  COMP
 SN0722  MODELED GRAV-     980,693.1   (mgal)                       NAVD 88
 SN0722
 SN0722  VERT ORDER  -  SECOND    CLASS 0
 SN0722
 SN0722.The horizontal coordinates were scaled from a topographic map and have
 SN0722.an estimated accuracy of +/- 6 seconds.
 SN0722
 SN0722.The orthometric height was determined by differential leveling
 SN0722.and adjusted by the National Geodetic Survey in June 1991..
 SN0722
 SN0722.The geoid height was determined by GEOID03.
 SN0722
 SN0722.The dynamic height is computed by dividing the NAVD 88
 SN0722.geopotential number by the normal gravity value computed on the
 SN0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0722.degrees latitude (g = 980.6199 gals.).
 SN0722
 SN0722.The modeled gravity was interpolated from observed gravity values.
 SN0722
 SN0722;                    North         East    Units  Estimated Accuracy
 SN0722;SPC ND N     -    81,570.      556,540.      MT  (+/- 180 meters Scaled)
 SN0722
 SN0722                          SUPERSEDED SURVEY CONTROL
 SN0722
 SN0722  NGVD 29 (??/??/92)  593.582  (m)         1947.44   (f) ADJ UNCH    2 0
 SN0722
 SN0722.Superseded values are not recommended for survey control.
 SN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0722.See file dsdata.txt to determine how the superseded data were derived.
 SN0722
 SN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT440886(NAD 83)
 SN0722_MARKER: DB = BENCH MARK DISK
 SN0722_SETTING: 80 = SET IN A BOULDER
 SN0722_STAMPING: G 231 1962
 SN0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0722+STABILITY: SURFACE MOTION
 SN0722
 SN0722  HISTORY     - Date     Condition        Report By
 SN0722  HISTORY     - 1962     MONUMENTED       CGS
 SN0722
 SN0722                          STATION DESCRIPTION
 SN0722
 SN0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0722'6.75 MI S FROM BENEDICT.
 SN0722'ABOUT 6.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0722'AT BENEDICT, 129 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 SN0722'A ROAD LEADING EAST, 125 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 SN0722'ROAD, SET IN THE TOP OF A 3 X 4 FOOT GRANITE BOULDER LEVEL WITH THE
 SN0722'GROUND, 15 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 SN0722'EAST, 2.4 FEET NORTH OF A WITNESS POST, AND ABOUT 1 FOOT BELOW THE
 SN0722'LEVEL OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1171 ***********************************************************************
 TF1171  DESIGNATION -  G 232
 TF1171  PID         -  TF1171
 TF1171  STATE/COUNTY-  ND/WARD
 TF1171  USGS QUAD   -  TAGUS (1980)
 TF1171
 TF1171                         *CURRENT SURVEY CONTROL
 TF1171  ___________________________________________________________________
 TF1171* NAD 83(1986)-  48 20 43.     (N)    101 55 18.     (W)     SCALED    
 TF1171* NAVD 88     -       670.861  (meters)    2200.98   (feet)  ADJUSTED  
 TF1171  ___________________________________________________________________
 TF1171  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TF1171  DYNAMIC HT  -         670.964 (meters)    2201.32  (feet)  COMP
 TF1171  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 TF1171
 TF1171  VERT ORDER  -  FIRST     CLASS II
 TF1171
 TF1171.The horizontal coordinates were scaled from a topographic map and have
 TF1171.an estimated accuracy of +/- 6 seconds.
 TF1171
 TF1171.The orthometric height was determined by differential leveling
 TF1171.and adjusted by the National Geodetic Survey in June 1991..
 TF1171.WARNING-Repeat measurements at this control monument indicate possible
 TF1171.vertical movement.
 TF1171
 TF1171.The geoid height was determined by GEOID03.
 TF1171
 TF1171.The dynamic height is computed by dividing the NAVD 88
 TF1171.geopotential number by the normal gravity value computed on the
 TF1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1171.degrees latitude (g = 980.6199 gals.).
 TF1171
 TF1171.The modeled gravity was interpolated from observed gravity values.
 TF1171
 TF1171;                    North         East    Units  Estimated Accuracy
 TF1171;SPC ND N     -   150,540.      494,630.      MT  (+/- 180 meters Scaled)
 TF1171
 TF1171                          SUPERSEDED SURVEY CONTROL
 TF1171
 TF1171  NGVD 29 (??/??/92)  670.403  (m)         2199.48   (f) ADJ UNCH    1 2
 TF1171
 TF1171.Superseded values are not recommended for survey control.
 TF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1171.See file dsdata.txt to determine how the superseded data were derived.
 TF1171
 TF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU835588(NAD 83)
 TF1171_MARKER: DB = BENCH MARK DISK
 TF1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1171_SP_SET: ABUTMENT
 TF1171_STAMPING: G 232 1962
 TF1171_MARK LOGO: CGS   
 TF1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1171
 TF1171  HISTORY     - Date     Condition        Report By
 TF1171  HISTORY     - 1962     MONUMENTED       CGS
 TF1171  HISTORY     - 1981     GOOD             NGS
 TF1171
 TF1171                          STATION DESCRIPTION
 TF1171
 TF1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1171'0.6 MI E FROM TAGUS.
 TF1171'0.6 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1171'TAGUS, ABOUT 0.1 MILE EAST OF MILEPOST 32, SET IN THE TOP OF THE NORTH
 TF1171'END OF THE EAST CONCRETE ABUTMENT OF AN OVERPASS WHERE THE RAILROAD
 TF1171'OVERPASSES A PAVED ROAD LEADING NORTH AND A GRAVELED ROAD LEADING
 TF1171'SOUTH, 9.5 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF THE NORTH
 TF1171'END OF THE ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 TF1171
 TF1171                          STATION RECOVERY (1981)
 TF1171
 TF1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0298 ***********************************************************************
 TF0298  DESIGNATION -  G 233
 TF0298  PID         -  TF0298
 TF0298  STATE/COUNTY-  ND/MCHENRY
 TF0298  USGS QUAD   -  GRANVILLE SW (1949)
 TF0298
 TF0298                         *CURRENT SURVEY CONTROL
 TF0298  ___________________________________________________________________
 TF0298* NAD 83(1986)-  48 15 22.     (N)    100 54 28.     (W)     SCALED    
 TF0298* NAVD 88     -       457.336  (meters)    1500.44   (feet)  POSTED    
 TF0298  ___________________________________________________________________
 TF0298  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF0298  DYNAMIC HT  -         457.420 (meters)    1500.72  (feet)  COMP
 TF0298  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 TF0298
 TF0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TF0298
 TF0298.The horizontal coordinates were scaled from a topographic map and have
 TF0298.an estimated accuracy of +/- 6 seconds.
 TF0298
 TF0298.The orthometric height was determined by differential leveling
 TF0298.and adjusted by the National Geodetic Survey in 1992..
 TF0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TF0298.rate of 1.1 thru 2.0 mm/km.
 TF0298
 TF0298.The geoid height was determined by GEOID03.
 TF0298
 TF0298.The dynamic height is computed by dividing the NAVD 88
 TF0298.geopotential number by the normal gravity value computed on the
 TF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0298.degrees latitude (g = 980.6199 gals.).
 TF0298
 TF0298.The modeled gravity was interpolated from observed gravity values.
 TF0298
 TF0298;                    North         East    Units  Estimated Accuracy
 TF0298;SPC ND N     -   139,740.      569,720.      MT  (+/- 180 meters Scaled)
 TF0298
 TF0298                          SUPERSEDED SURVEY CONTROL
 TF0298
 TF0298  NGVD 29 (??/??/92)  456.964  (m)         1499.22   (f) ADJ UNCH    1 2
 TF0298
 TF0298.Superseded values are not recommended for survey control.
 TF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0298.See file dsdata.txt to determine how the superseded data were derived.
 TF0298
 TF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU583465(NAD 83)
 TF0298_MARKER: DB = BENCH MARK DISK
 TF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0298_STAMPING: G 233 1962
 TF0298_MARK LOGO: CGS   
 TF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0298+STABILITY: SURFACE MOTION
 TF0298
 TF0298  HISTORY     - Date     Condition        Report By
 TF0298  HISTORY     - 1962     MONUMENTED       CGS
 TF0298  HISTORY     - 1980     GOOD             LOCSUR
 TF0298  HISTORY     - 1982     GOOD             NGS
 TF0298
 TF0298                          STATION DESCRIPTION
 TF0298
 TF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0298'3.0 MI W FROM GRANVILLE.
 TF0298'ABOUT 3.0 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0298'STATION AT GRANVILLE, AT MILEPOST 185, 104 FEET SOUTHEAST OF THE
 TF0298'CENTER OF A GRAVELED ROAD CROSSING, 101.1 FEET SOUTH OF THE SOUTH
 TF0298'RAIL, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 33.3 FEET NORTHEAST
 TF0298'OF THE EAST END OF A 48-INCH PIPE CULVERT UNDER THE ROAD, 2 FEET EAST
 TF0298'OF TELEPHONE POLE NO. 6965 AND IN LINE WITH A ROW OF POLES, 1.8 FEET
 TF0298'WEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 TF0298'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF0298
 TF0298                          STATION RECOVERY (1980)
 TF0298
 TF0298'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF0298'RECOVERED IN GOOD CONDITION.
 TF0298
 TF0298                          STATION RECOVERY (1982)
 TF0298
 TF0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0298'RECOVERED THIS DATE, BENCH MARK WAS FOUND UNDER WATER, UNABLE TO
 TF0298'LEVEL TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1315 ***********************************************************************
 SN1315  DESIGNATION -  G 234
 SN1315  PID         -  SN1315
 SN1315  STATE/COUNTY-  ND/MCLEAN
 SN1315  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1315
 SN1315                         *CURRENT SURVEY CONTROL
 SN1315  ___________________________________________________________________
 SN1315* NAD 83(1986)-  47 47 23.     (N)    101 30 27.     (W)     SCALED    
 SN1315* NAVD 88     -       636.975  (meters)    2089.81   (feet)  ADJUSTED  
 SN1315  ___________________________________________________________________
 SN1315  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 SN1315  DYNAMIC HT  -         637.044 (meters)    2090.04  (feet)  COMP
 SN1315  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 SN1315
 SN1315  VERT ORDER  -  SECOND    CLASS 0
 SN1315
 SN1315.The horizontal coordinates were scaled from a topographic map and have
 SN1315.an estimated accuracy of +/- 6 seconds.
 SN1315
 SN1315.The orthometric height was determined by differential leveling
 SN1315.and adjusted by the National Geodetic Survey in June 1991..
 SN1315
 SN1315.The geoid height was determined by GEOID03.
 SN1315
 SN1315.The dynamic height is computed by dividing the NAVD 88
 SN1315.geopotential number by the normal gravity value computed on the
 SN1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1315.degrees latitude (g = 980.6199 gals.).
 SN1315
 SN1315.The modeled gravity was interpolated from observed gravity values.
 SN1315
 SN1315;                    North         East    Units  Estimated Accuracy
 SN1315;SPC ND N     -    88,300.      524,520.      MT  (+/- 180 meters Scaled)
 SN1315
 SN1315                          SUPERSEDED SURVEY CONTROL
 SN1315
 SN1315  NGVD 29 (??/??/92)  636.569  (m)         2088.48   (f) ADJ UNCH    2 0
 SN1315
 SN1315.Superseded values are not recommended for survey control.
 SN1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1315.See file dsdata.txt to determine how the superseded data were derived.
 SN1315
 SN1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT121959(NAD 83)
 SN1315_MARKER: DB = BENCH MARK DISK
 SN1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1315_STAMPING: G 234 1962
 SN1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1315+STABILITY: SURFACE MOTION
 SN1315
 SN1315  HISTORY     - Date     Condition        Report By
 SN1315  HISTORY     - 1962     MONUMENTED       CGS
 SN1315  HISTORY     - 1970     GOOD             NGS
 SN1315
 SN1315                          STATION DESCRIPTION
 SN1315
 SN1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1315'5.0 MI S FROM DOUGLAS.
 SN1315'ABOUT 5.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1315'AT DOUGLAS, AT THE SOUTHEAST CORNER OF A SCHOOLYARD, 96 FEET NORTHWEST
 SN1315'OF THE CENTER OF A GRAVELED ROAD INTERSECTION, 79 FEET WEST OF THE
 SN1315'CENTERLINE OF THE ROAD LEADING NORTH, 51.5 FEET NORTH OF THE
 SN1315'CENTERLINE OF THE ROAD LEADING WEST, 2.5 FEET EAST OF A POWER POLE,
 SN1315'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND
 SN1315'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SN1315
 SN1315                          STATION RECOVERY (1970)
 SN1315
 SN1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SN1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0783 ***********************************************************************
 SN0783  DESIGNATION -  G 235
 SN0783  PID         -  SN0783
 SN0783  STATE/COUNTY-  ND/MCLEAN
 SN0783  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0783
 SN0783                         *CURRENT SURVEY CONTROL
 SN0783  ___________________________________________________________________
 SN0783* NAD 83(1986)-  47 43 03.     (N)    101 02 10.     (W)     SCALED    
 SN0783* NAVD 88     -       595.506  (meters)    1953.76   (feet)  ADJUSTED  
 SN0783  ___________________________________________________________________
 SN0783  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 SN0783  DYNAMIC HT  -         595.565 (meters)    1953.95  (feet)  COMP
 SN0783  MODELED GRAV-     980,691.9   (mgal)                       NAVD 88
 SN0783
 SN0783  VERT ORDER  -  SECOND    CLASS 0
 SN0783
 SN0783.The horizontal coordinates were scaled from a topographic map and have
 SN0783.an estimated accuracy of +/- 6 seconds.
 SN0783
 SN0783.The orthometric height was determined by differential leveling
 SN0783.and adjusted by the National Geodetic Survey in June 1991..
 SN0783
 SN0783.The geoid height was determined by GEOID03.
 SN0783
 SN0783.The dynamic height is computed by dividing the NAVD 88
 SN0783.geopotential number by the normal gravity value computed on the
 SN0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0783.degrees latitude (g = 980.6199 gals.).
 SN0783
 SN0783.The modeled gravity was interpolated from observed gravity values.
 SN0783
 SN0783;                    North         East    Units  Estimated Accuracy
 SN0783;SPC ND N     -    79,910.      559,780.      MT  (+/- 180 meters Scaled)
 SN0783
 SN0783                          SUPERSEDED SURVEY CONTROL
 SN0783
 SN0783  NGVD 29 (??/??/92)  595.106  (m)         1952.44   (f) ADJ UNCH    2 0
 SN0783
 SN0783.Superseded values are not recommended for survey control.
 SN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0783.See file dsdata.txt to determine how the superseded data were derived.
 SN0783
 SN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT472869(NAD 83)
 SN0783_MARKER: DB = BENCH MARK DISK
 SN0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0783_STAMPING: G 235 1962
 SN0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0783+STABILITY: SURFACE MOTION
 SN0783
 SN0783  HISTORY     - Date     Condition        Report By
 SN0783  HISTORY     - 1962     MONUMENTED       CGS
 SN0783
 SN0783                          STATION DESCRIPTION
 SN0783
 SN0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0783'9.8 MI SE FROM BENEDICT.
 SN0783'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0783'AT BENEDICT, THENCE 2.0 MILES EAST ALONG A DIRT ROAD, 45 FEET
 SN0783'SOUTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 38 FEET SOUTH OF
 SN0783'THE CENTERLINE OF THE DIRT ROAD, 19 FEET WEST OF THE CENTERLINE OF THE
 SN0783'TRACK ROAD, 66 FEET NORTHEAST OF A POWER POLE, 1.5 FEET NORTH OF A
 SN0783'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SN0783'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1161 ***********************************************************************
 SN1161  DESIGNATION -  G 236
 SN1161  PID         -  SN1161
 SN1161  STATE/COUNTY-  ND/MCLEAN
 SN1161  USGS QUAD   -  EMMET NE (1956)
 SN1161
 SN1161                         *CURRENT SURVEY CONTROL
 SN1161  ___________________________________________________________________
 SN1161* NAD 83(1986)-  47 44 46.     (N)    101 30 29.     (W)     SCALED    
 SN1161* NAVD 88     -       617.403  (meters)    2025.60   (feet)  ADJUSTED  
 SN1161  ___________________________________________________________________
 SN1161  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SN1161  DYNAMIC HT  -         617.466 (meters)    2025.80  (feet)  COMP
 SN1161  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 SN1161
 SN1161  VERT ORDER  -  SECOND    CLASS 0
 SN1161
 SN1161.The horizontal coordinates were scaled from a topographic map and have
 SN1161.an estimated accuracy of +/- 6 seconds.
 SN1161
 SN1161.The orthometric height was determined by differential leveling
 SN1161.and adjusted by the National Geodetic Survey in June 1991..
 SN1161
 SN1161.The geoid height was determined by GEOID03.
 SN1161
 SN1161.The dynamic height is computed by dividing the NAVD 88
 SN1161.geopotential number by the normal gravity value computed on the
 SN1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1161.degrees latitude (g = 980.6199 gals.).
 SN1161
 SN1161.The modeled gravity was interpolated from observed gravity values.
 SN1161
 SN1161;                    North         East    Units  Estimated Accuracy
 SN1161;SPC ND N     -    83,450.      524,410.      MT  (+/- 180 meters Scaled)
 SN1161
 SN1161                          SUPERSEDED SURVEY CONTROL
 SN1161
 SN1161  NGVD 29 (??/??/92)  616.996  (m)         2024.26   (f) ADJ UNCH    2 0
 SN1161
 SN1161.Superseded values are not recommended for survey control.
 SN1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1161.See file dsdata.txt to determine how the superseded data were derived.
 SN1161
 SN1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT120911(NAD 83)
 SN1161_MARKER: DB = BENCH MARK DISK
 SN1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1161_STAMPING: G 236 1962
 SN1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1161+STABILITY: SURFACE MOTION
 SN1161
 SN1161  HISTORY     - Date     Condition        Report By
 SN1161  HISTORY     - 1962     MONUMENTED       CGS
 SN1161  HISTORY     - 1970     GOOD             NGS
 SN1161
 SN1161                          STATION DESCRIPTION
 SN1161
 SN1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1161'10.8 MI NW FROM GARRISON.
 SN1161'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN1161'AT GARRISON, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, 105 FEET
 SN1161'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 77 FEET SOUTH OF THE
 SN1161'CENTERLINE OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE
 SN1161'POST PROJECTING 0.6 FOOT.
 SN1161
 SN1161                          STATION RECOVERY (1970)
 SN1161
 SN1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SN1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1365 ***********************************************************************
 SN1365  DESIGNATION -  G 237
 SN1365  PID         -  SN1365
 SN1365  STATE/COUNTY-  ND/MCLEAN
 SN1365  USGS QUAD   -  MAKOTI SW (1956)
 SN1365
 SN1365                         *CURRENT SURVEY CONTROL
 SN1365  ___________________________________________________________________
 SN1365* NAD 83(1986)-  47 49 57.     (N)    101 56 12.     (W)     SCALED    
 SN1365* NAVD 88     -       633.506  (meters)    2078.43   (feet)  ADJUSTED  
 SN1365  ___________________________________________________________________
 SN1365  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 SN1365  DYNAMIC HT  -         633.586 (meters)    2078.69  (feet)  COMP
 SN1365  MODELED GRAV-     980,717.2   (mgal)                       NAVD 88
 SN1365
 SN1365  VERT ORDER  -  SECOND    CLASS 0
 SN1365
 SN1365.The horizontal coordinates were scaled from a topographic map and have
 SN1365.an estimated accuracy of +/- 6 seconds.
 SN1365
 SN1365.The orthometric height was determined by differential leveling
 SN1365.and adjusted by the National Geodetic Survey in June 1991..
 SN1365
 SN1365.The geoid height was determined by GEOID03.
 SN1365
 SN1365.The dynamic height is computed by dividing the NAVD 88
 SN1365.geopotential number by the normal gravity value computed on the
 SN1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1365.degrees latitude (g = 980.6199 gals.).
 SN1365
 SN1365.The modeled gravity was interpolated from observed gravity values.
 SN1365
 SN1365;                    North         East    Units  Estimated Accuracy
 SN1365;SPC ND N     -    93,560.      492,450.      MT  (+/- 180 meters Scaled)
 SN1365
 SN1365                          SUPERSEDED SURVEY CONTROL
 SN1365
 SN1365  NGVD 29 (??/??/92)  633.086  (m)         2077.05   (f) ADJ UNCH    2 0
 SN1365
 SN1365.Superseded values are not recommended for survey control.
 SN1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1365.See file dsdata.txt to determine how the superseded data were derived.
 SN1365
 SN1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU802018(NAD 83)
 SN1365_MARKER: DB = BENCH MARK DISK
 SN1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1365_STAMPING: G 237 1962
 SN1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1365+STABILITY: SURFACE MOTION
 SN1365
 SN1365  HISTORY     - Date     Condition        Report By
 SN1365  HISTORY     - 1962     MONUMENTED       CGS
 SN1365
 SN1365                          STATION DESCRIPTION
 SN1365
 SN1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1365'11.0 MI NE FROM RAUB.
 SN1365'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1365'HIGHWAY 37 AT RAUB, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD. AT A
 SN1365'T ROAD JUNCTION LEADING SOUTH, 64 FEET NORTH-NORTHWEST OF THE CENTER
 SN1365'OF THE JUNCTION, 51 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 24
 SN1365'FEET WEST OF THE EXTENDED CENTERLINE OF ROAD LEADING SOUTH, 2.5 FEET
 SN1365'SOUTHWEST OF A FENCE CORNER, 2.0 FEET EAST OF A WITNESS POST AND ABOUT
 SN1365'3.0 FEET BELOW THE LEVEL OF EAST-WEST ROAD. SET IN THE TOP OF A
 SN1365'CONCRETE POST PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0363 ***********************************************************************
 TG0363  DESIGNATION -  G 238
 TG0363  PID         -  TG0363
 TG0363  STATE/COUNTY-  ND/BURKE
 TG0363  USGS QUAD   -  WESTBY LAKE (1978)
 TG0363
 TG0363                         *CURRENT SURVEY CONTROL
 TG0363  ___________________________________________________________________
 TG0363* NAD 83(1986)-  48 37 06.     (N)    102 21 52.     (W)     SCALED    
 TG0363* NAVD 88     -       716.004  (meters)    2349.09   (feet)  ADJUSTED  
 TG0363  ___________________________________________________________________
 TG0363  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TG0363  DYNAMIC HT  -         716.132 (meters)    2349.51  (feet)  COMP
 TG0363  MODELED GRAV-     980,765.5   (mgal)                       NAVD 88
 TG0363
 TG0363  VERT ORDER  -  SECOND    CLASS 0
 TG0363
 TG0363.The horizontal coordinates were scaled from a topographic map and have
 TG0363.an estimated accuracy of +/- 6 seconds.
 TG0363
 TG0363.The orthometric height was determined by differential leveling
 TG0363.and adjusted by the National Geodetic Survey in June 1991..
 TG0363
 TG0363.The geoid height was determined by GEOID03.
 TG0363
 TG0363.The dynamic height is computed by dividing the NAVD 88
 TG0363.geopotential number by the normal gravity value computed on the
 TG0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0363.degrees latitude (g = 980.6199 gals.).
 TG0363
 TG0363.The modeled gravity was interpolated from observed gravity values.
 TG0363
 TG0363;                    North         East    Units  Estimated Accuracy
 TG0363;SPC ND N     -   181,600.      462,550.      MT  (+/- 180 meters Scaled)
 TG0363
 TG0363                          SUPERSEDED SURVEY CONTROL
 TG0363
 TG0363  NGVD 29 (??/??/92)  715.566  (m)         2347.65   (f) ADJ UNCH    2 0
 TG0363
 TG0363.Superseded values are not recommended for survey control.
 TG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0363.See file dsdata.txt to determine how the superseded data were derived.
 TG0363
 TG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP942883(NAD 83)
 TG0363_MARKER: DB = BENCH MARK DISK
 TG0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0363_STAMPING: G 238 1963
 TG0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0363+STABILITY: SURFACE MOTION
 TG0363
 TG0363  HISTORY     - Date     Condition        Report By
 TG0363  HISTORY     - 1963     MONUMENTED       CGS
 TG0363
 TG0363                          STATION DESCRIPTION
 TG0363
 TG0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0363'11.4 MI W FROM KENASTON.
 TG0363'ABOUT 11.4 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0363'RAILWAY STATION AT KENASTON, ABOUT 1.0 MILE WEST OF A GRAVELED ROAD
 TG0363'INTERSECTION, ABOUT 1.0 MILE EAST OF A SMALL CEMETERY WHICH IS SOUTH
 TG0363'OF THE ROAD, ABOUT 25 YARDS NORTHWEST OF THE NORTHWEST EDGE OF A VERY
 TG0363'SMALL LAKE, 76.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 37 FEET
 TG0363'EAST OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A
 TG0363'METAL WITNESS POST, ABOUT 12 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TG0363'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 7, R 90 W, T 159
 TG0363'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1286 ***********************************************************************
 SN1286  DESIGNATION -  G 239
 SN1286  PID         -  SN1286
 SN1286  STATE/COUNTY-  ND/WARD
 SN1286  USGS QUAD   -  RYDER (1981)
 SN1286
 SN1286                         *CURRENT SURVEY CONTROL
 SN1286  ___________________________________________________________________
 SN1286* NAD 83(1986)-  47 58 41.     (N)    101 40 07.     (W)     SCALED    
 SN1286* NAVD 88     -       649.351  (meters)    2130.41   (feet)  ADJUSTED  
 SN1286  ___________________________________________________________________
 SN1286  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SN1286  DYNAMIC HT  -         649.440 (meters)    2130.70  (feet)  COMP
 SN1286  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 SN1286
 SN1286  VERT ORDER  -  SECOND    CLASS 0
 SN1286
 SN1286.The horizontal coordinates were scaled from a topographic map and have
 SN1286.an estimated accuracy of +/- 6 seconds.
 SN1286
 SN1286.The orthometric height was determined by differential leveling
 SN1286.and adjusted by the National Geodetic Survey in June 1991..
 SN1286
 SN1286.The geoid height was determined by GEOID03.
 SN1286
 SN1286.The dynamic height is computed by dividing the NAVD 88
 SN1286.geopotential number by the normal gravity value computed on the
 SN1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1286.degrees latitude (g = 980.6199 gals.).
 SN1286
 SN1286.The modeled gravity was interpolated from observed gravity values.
 SN1286
 SN1286;                    North         East    Units  Estimated Accuracy
 SN1286;SPC ND N     -   109,400.      512,760.      MT  (+/- 180 meters Scaled)
 SN1286
 SN1286                          SUPERSEDED SURVEY CONTROL
 SN1286
 SN1286  NGVD 29 (??/??/92)  648.943  (m)         2129.07   (f) ADJ UNCH    2 0
 SN1286
 SN1286.Superseded values are not recommended for survey control.
 SN1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1286.See file dsdata.txt to determine how the superseded data were derived.
 SN1286
 SN1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU008173(NAD 83)
 SN1286_MARKER: DB = BENCH MARK DISK
 SN1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1286_STAMPING: G 239 1962
 SN1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1286+STABILITY: SURFACE MOTION
 SN1286
 SN1286  HISTORY     - Date     Condition        Report By
 SN1286  HISTORY     - 1962     MONUMENTED       CGS
 SN1286
 SN1286                          STATION DESCRIPTION
 SN1286
 SN1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1286'4.8 MI NE FROM RYDER.
 SN1286'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1286'CROSSING AT RYDER, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 23, ABOUT
 SN1286'0.5 MILE WEST OF A GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A
 SN1286'DRIVEWAY LEADING SOUTH TO A FIELD, 96 FEET SOUTH OF THE CENTERLINE OF
 SN1286'THE HIGHWAY, 24.5 FEET EAST OF THE CENTER OF A WIRE GATE ACROSS THE
 SN1286'DRIVEWAY, 1.5 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A METAL WITNESS
 SN1286'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SN1286'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0633 ***********************************************************************
 TG0633  DESIGNATION -  G 240
 TG0633  PID         -  TG0633
 TG0633  STATE/COUNTY-  ND/MOUNTRAIL
 TG0633  USGS QUAD   -  PALERMO NE (1981)
 TG0633
 TG0633                         *CURRENT SURVEY CONTROL
 TG0633  ___________________________________________________________________
 TG0633* NAD 83(1986)-  48 28 25.     (N)    102 01 01.     (W)     SCALED    
 TG0633* NAVD 88     -       681.370  (meters)    2235.46   (feet)  ADJUSTED  
 TG0633  ___________________________________________________________________
 TG0633  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 TG0633  DYNAMIC HT  -         681.483 (meters)    2235.83  (feet)  COMP
 TG0633  MODELED GRAV-     980,753.7   (mgal)                       NAVD 88
 TG0633
 TG0633  VERT ORDER  -  SECOND    CLASS 0
 TG0633
 TG0633.The horizontal coordinates were scaled from a topographic map and have
 TG0633.an estimated accuracy of +/- 6 seconds.
 TG0633
 TG0633.The orthometric height was determined by differential leveling
 TG0633.and adjusted by the National Geodetic Survey in June 1991..
 TG0633
 TG0633.The geoid height was determined by GEOID03.
 TG0633
 TG0633.The dynamic height is computed by dividing the NAVD 88
 TG0633.geopotential number by the normal gravity value computed on the
 TG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0633.degrees latitude (g = 980.6199 gals.).
 TG0633
 TG0633.The modeled gravity was interpolated from observed gravity values.
 TG0633
 TG0633;                    North         East    Units  Estimated Accuracy
 TG0633;SPC ND N     -   164,950.      487,850.      MT  (+/- 180 meters Scaled)
 TG0633
 TG0633                          SUPERSEDED SURVEY CONTROL
 TG0633
 TG0633  NGVD 29 (??/??/92)  680.951  (m)         2234.09   (f) ADJ UNCH    2 0
 TG0633
 TG0633.Superseded values are not recommended for survey control.
 TG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0633.See file dsdata.txt to determine how the superseded data were derived.
 TG0633
 TG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204732(NAD 83)
 TG0633_MARKER: DB = BENCH MARK DISK
 TG0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0633_STAMPING: G 240 1963
 TG0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0633+STABILITY: SURFACE MOTION
 TG0633
 TG0633  HISTORY     - Date     Condition        Report By
 TG0633  HISTORY     - 1963     MONUMENTED       CGS
 TG0633
 TG0633                          STATION DESCRIPTION
 TG0633
 TG0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0633'5.3 MI S FROM COULEE.
 TG0633'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0633'RAILWAY STATION AT COULEE, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 TG0633'ROAD, 76.5 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 TG0633'ROAD LEADING WEST, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, 60.5
 TG0633'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 23 FEET NORTH
 TG0633'OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 1.4 FEET SOUTHEAST OF A
 TG0633'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD LEADING
 TG0633'NORTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S
 TG0633'27, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0429 ***********************************************************************
 TG0429  DESIGNATION -  G 241
 TG0429  PID         -  TG0429
 TG0429  STATE/COUNTY-  ND/MOUNTRAIL
 TG0429  USGS QUAD   -  BLAISDELL (1981)
 TG0429
 TG0429                         *CURRENT SURVEY CONTROL
 TG0429  ___________________________________________________________________
 TG0429* NAD 83(1986)-  48 20 31.     (N)    102 07 00.     (W)     SCALED    
 TG0429* NAVD 88     -       677.125  (meters)    2221.53   (feet)  ADJUSTED  
 TG0429  ___________________________________________________________________
 TG0429  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TG0429  DYNAMIC HT  -         677.234 (meters)    2221.89  (feet)  COMP
 TG0429  MODELED GRAV-     980,750.4   (mgal)                       NAVD 88
 TG0429
 TG0429  VERT ORDER  -  FIRST     CLASS II
 TG0429
 TG0429.The horizontal coordinates were scaled from a topographic map and have
 TG0429.an estimated accuracy of +/- 6 seconds.
 TG0429
 TG0429.The orthometric height was determined by differential leveling
 TG0429.and adjusted by the National Geodetic Survey in June 1991..
 TG0429.WARNING-Repeat measurements at this control monument indicate possible
 TG0429.vertical movement.
 TG0429
 TG0429.The geoid height was determined by GEOID03.
 TG0429
 TG0429.The dynamic height is computed by dividing the NAVD 88
 TG0429.geopotential number by the normal gravity value computed on the
 TG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0429.degrees latitude (g = 980.6199 gals.).
 TG0429
 TG0429.The modeled gravity was interpolated from observed gravity values.
 TG0429
 TG0429;                    North         East    Units  Estimated Accuracy
 TG0429;SPC ND N     -   150,460.      480,170.      MT  (+/- 180 meters Scaled)
 TG0429
 TG0429                          SUPERSEDED SURVEY CONTROL
 TG0429
 TG0429  NGVD 29 (??/??/92)  676.661  (m)         2220.01   (f) ADJ UNCH    1 2
 TG0429
 TG0429.Superseded values are not recommended for survey control.
 TG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0429.See file dsdata.txt to determine how the superseded data were derived.
 TG0429
 TG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP136583(NAD 83)
 TG0429_MARKER: DB = BENCH MARK DISK
 TG0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0429_STAMPING: G 241 1963
 TG0429_MARK LOGO: CGS   
 TG0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0429+STABILITY: SURFACE MOTION
 TG0429
 TG0429  HISTORY     - Date     Condition        Report By
 TG0429  HISTORY     - 1963     MONUMENTED       CGS
 TG0429  HISTORY     - 1981     GOOD             NGS
 TG0429
 TG0429                          STATION DESCRIPTION
 TG0429
 TG0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0429'1.8 MI W FROM BLAISDELL.
 TG0429'ABOUT 1.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0429'RAILWAY STATION AT BLAISDELL, ABOUT 0.4 MILE NORTH OF THE GREAT
 TG0429'NORTHERN RAILWAY, ON THE WEST SLOPE OF A LONG HILL, ABOUT 85 YARDS
 TG0429'WEST OF THE WEST END OF A DEEP CUT ON THE SOUTH SIDE OF THE HIGHWAY,
 TG0429'ABOUT 25 YARDS EAST OF THE EAST END OF A SHALLOW CUT SOUTH OF THE
 TG0429'HIGHWAY, 65.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 52 FEET
 TG0429'NORTHEAST OF THE FIRST POWER POLE WEST OF A FENCE CORNER, 1.5 FEET
 TG0429'EAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 TG0429'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, S
 TG0429'16, R 89 W, T 156 N.
 TG0429
 TG0429                          STATION RECOVERY (1981)
 TG0429
 TG0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0496 ***********************************************************************
 TG0496  DESIGNATION -  G 242
 TG0496  PID         -  TG0496
 TG0496  STATE/COUNTY-  ND/MOUNTRAIL
 TG0496  USGS QUAD   -  BELDEN (1981)
 TG0496
 TG0496                         *CURRENT SURVEY CONTROL
 TG0496  ___________________________________________________________________
 TG0496* NAD 83(1986)-  48 13 43.     (N)    102 22 31.     (W)     SCALED    
 TG0496* NAVD 88     -       689.322  (meters)    2261.55   (feet)  ADJUSTED  
 TG0496  ___________________________________________________________________
 TG0496  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0496  DYNAMIC HT  -         689.423 (meters)    2261.88  (feet)  COMP
 TG0496  MODELED GRAV-     980,734.9   (mgal)                       NAVD 88
 TG0496
 TG0496  VERT ORDER  -  SECOND    CLASS 0
 TG0496
 TG0496.The horizontal coordinates were scaled from a topographic map and have
 TG0496.an estimated accuracy of +/- 6 seconds.
 TG0496
 TG0496.The orthometric height was determined by differential leveling
 TG0496.and adjusted by the National Geodetic Survey in June 1991..
 TG0496
 TG0496.The geoid height was determined by GEOID03.
 TG0496
 TG0496.The dynamic height is computed by dividing the NAVD 88
 TG0496.geopotential number by the normal gravity value computed on the
 TG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0496.degrees latitude (g = 980.6199 gals.).
 TG0496
 TG0496.The modeled gravity was interpolated from observed gravity values.
 TG0496
 TG0496;                    North         East    Units  Estimated Accuracy
 TG0496;SPC ND N     -   138,300.      460,700.      MT  (+/- 180 meters Scaled)
 TG0496
 TG0496                          SUPERSEDED SURVEY CONTROL
 TG0496
 TG0496  NGVD 29 (??/??/92)  688.858  (m)         2260.03   (f) ADJ UNCH    2 0
 TG0496
 TG0496.Superseded values are not recommended for survey control.
 TG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0496.See file dsdata.txt to determine how the superseded data were derived.
 TG0496
 TG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP949450(NAD 83)
 TG0496_MARKER: DB = BENCH MARK DISK
 TG0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0496_STAMPING: G 242 1963
 TG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0496+STABILITY: SURFACE MOTION
 TG0496
 TG0496  HISTORY     - Date     Condition        Report By
 TG0496  HISTORY     - 1963     MONUMENTED       CGS
 TG0496
 TG0496                          STATION DESCRIPTION
 TG0496
 TG0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0496'6.5 MI SE FROM STANLEY.
 TG0496'ABOUT 6.5 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0496'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, OR 6.0 MILES NORTH ALONG STATE
 TG0496'HIGHWAY 8 FROM A WHITE CHURCH AT BELDEN, ON THE OUTSIDE AND AT THE
 TG0496'NORTH END OF A LONG CURVE, 167 FEET SOUTHWEST OF THE CENTER OF THE
 TG0496'JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 109 FEET WEST OF THE
 TG0496'CENTERLINE OF THE HIGHWAY, 100 FEET WEST OF THE CENTERLINE OF THE
 TG0496'ROAD, 3 FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF POLES, 1.5
 TG0496'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TG0496'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TG0496'INCHES, S 21, R 92 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1268 ***********************************************************************
 TF1268  DESIGNATION -  G 243
 TF1268  PID         -  TF1268
 TF1268  STATE/COUNTY-  ND/MOUNTRAIL
 TF1268  USGS QUAD   -  PLAZA (1980)
 TF1268
 TF1268                         *CURRENT SURVEY CONTROL
 TF1268  ___________________________________________________________________
 TF1268* NAD 83(1986)-  48 04 52.     (N)    101 57 56.     (W)     SCALED    
 TF1268* NAVD 88     -       648.017  (meters)    2126.04   (feet)  ADJUSTED  
 TF1268  ___________________________________________________________________
 TF1268  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TF1268  DYNAMIC HT  -         648.112 (meters)    2126.35  (feet)  COMP
 TF1268  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TF1268
 TF1268  VERT ORDER  -  SECOND    CLASS 0
 TF1268
 TF1268.The horizontal coordinates were scaled from a topographic map and have
 TF1268.an estimated accuracy of +/- 6 seconds.
 TF1268
 TF1268.The orthometric height was determined by differential leveling
 TF1268.and adjusted by the National Geodetic Survey in June 1991..
 TF1268
 TF1268.The geoid height was determined by GEOID03.
 TF1268
 TF1268.The dynamic height is computed by dividing the NAVD 88
 TF1268.geopotential number by the normal gravity value computed on the
 TF1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1268.degrees latitude (g = 980.6199 gals.).
 TF1268
 TF1268.The modeled gravity was interpolated from observed gravity values.
 TF1268
 TF1268;                    North         East    Units  Estimated Accuracy
 TF1268;SPC ND N     -   121,240.      490,820.      MT  (+/- 180 meters Scaled)
 TF1268
 TF1268                          SUPERSEDED SURVEY CONTROL
 TF1268
 TF1268  NGVD 29 (??/??/92)  647.588  (m)         2124.63   (f) ADJ UNCH    2 0
 TF1268
 TF1268.Superseded values are not recommended for survey control.
 TF1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1268.See file dsdata.txt to determine how the superseded data were derived.
 TF1268
 TF1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU791295(NAD 83)
 TF1268_MARKER: DB = BENCH MARK DISK
 TF1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1268_STAMPING: G 243 1963
 TF1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1268+STABILITY: SURFACE MOTION
 TF1268
 TF1268  HISTORY     - Date     Condition        Report By
 TF1268  HISTORY     - 1963     MONUMENTED       CGS
 TF1268
 TF1268                          STATION DESCRIPTION
 TF1268
 TF1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1268'4.5 MI N FROM PLAZA.
 TF1268'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1268'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1268'4.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 78 FEET NORTHWEST OF THE
 TF1268'CENTER OF THE INTERSECTION OF A TRACK ROAD, 70 FEET WEST OF THE
 TF1268'CENTERLINE OF THE NORTH-SOUTH ROAD, 25 FEET NORTH OF THE CENTERLINE OF
 TF1268'THE TRACK ROAD, 20 FEET WEST OF A FENCE CORNER, 22.5 FEET SOUTHWEST
 TF1268'ACROSS A FENCE FROM A POWER POLE, 1.7 FEET EAST OF A METAL WITNESS
 TF1268'POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TF1268'CONCRETE POST PROJECTING 0.5 FOOT, S 10, R 88 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0700 ***********************************************************************
 TG0700  DESIGNATION -  G 244
 TG0700  PID         -  TG0700
 TG0700  STATE/COUNTY-  ND/MOUNTRAIL
 TG0700  USGS QUAD   -  EPWORTH (1981)
 TG0700
 TG0700                         *CURRENT SURVEY CONTROL
 TG0700  ___________________________________________________________________
 TG0700* NAD 83(1986)-  48 02 15.     (N)    102 09 34.     (W)     SCALED    
 TG0700* NAVD 88     -       585.115  (meters)    1919.66   (feet)  ADJUSTED  
 TG0700  ___________________________________________________________________
 TG0700  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0700  DYNAMIC HT  -         585.204 (meters)    1919.96  (feet)  COMP
 TG0700  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 TG0700
 TG0700  VERT ORDER  -  SECOND    CLASS 0
 TG0700
 TG0700.The horizontal coordinates were scaled from a topographic map and have
 TG0700.an estimated accuracy of +/- 6 seconds.
 TG0700
 TG0700.The orthometric height was determined by differential leveling
 TG0700.and adjusted by the National Geodetic Survey in June 1991..
 TG0700
 TG0700.The geoid height was determined by GEOID03.
 TG0700
 TG0700.The dynamic height is computed by dividing the NAVD 88
 TG0700.geopotential number by the normal gravity value computed on the
 TG0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0700.degrees latitude (g = 980.6199 gals.).
 TG0700
 TG0700.The modeled gravity was interpolated from observed gravity values.
 TG0700
 TG0700;                    North         East    Units  Estimated Accuracy
 TG0700;SPC ND N     -   116,680.      476,270.      MT  (+/- 180 meters Scaled)
 TG0700
 TG0700                          SUPERSEDED SURVEY CONTROL
 TG0700
 TG0700  NGVD 29 (??/??/92)  584.690  (m)         1918.27   (f) ADJ UNCH    2 0
 TG0700
 TG0700.Superseded values are not recommended for survey control.
 TG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0700.See file dsdata.txt to determine how the superseded data were derived.
 TG0700
 TG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP117243(NAD 83)
 TG0700_MARKER: DB = BENCH MARK DISK
 TG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0700_STAMPING: G 244 1963
 TG0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0700+STABILITY: SURFACE MOTION
 TG0700
 TG0700  HISTORY     - Date     Condition        Report By
 TG0700  HISTORY     - 1963     MONUMENTED       CGS
 TG0700
 TG0700                          STATION DESCRIPTION
 TG0700
 TG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0700'7.6 MI NW FROM PARSHALL.
 TG0700'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0700'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0700'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0700'A GRAVELED COUNTY ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED COUNTY
 TG0700'ROAD, 88.0 FEET NORTHEAST OF THE CENTER OF THE T-JUNCTION OF A ROAD
 TG0700'LEADING EAST, 49.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TG0700'ROAD, 72.0 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 7.5
 TG0700'FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 TG0700'ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TG0700'CONCRETE POST PROJECTING 0.5 FOOT, S 29, R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0659 ***********************************************************************
 TG0659  DESIGNATION -  G 245
 TG0659  PID         -  TG0659
 TG0659  STATE/COUNTY-  ND/MOUNTRAIL
 TG0659  USGS QUAD   -  PALERMO (1981)
 TG0659
 TG0659                         *CURRENT SURVEY CONTROL
 TG0659  ___________________________________________________________________
 TG0659* NAD 83(1986)-  48 17 02.     (N)    102 13 29.     (W)     SCALED    
 TG0659* NAVD 88     -       656.789  (meters)    2154.82   (feet)  ADJUSTED  
 TG0659  ___________________________________________________________________
 TG0659  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TG0659  DYNAMIC HT  -         656.892 (meters)    2155.15  (feet)  COMP
 TG0659  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 TG0659
 TG0659  VERT ORDER  -  SECOND    CLASS 0
 TG0659
 TG0659.The horizontal coordinates were scaled from a topographic map and have
 TG0659.an estimated accuracy of +/- 6 seconds.
 TG0659
 TG0659.The orthometric height was determined by differential leveling
 TG0659.and adjusted by the National Geodetic Survey in June 1991..
 TG0659
 TG0659.The geoid height was determined by GEOID03.
 TG0659
 TG0659.The dynamic height is computed by dividing the NAVD 88
 TG0659.geopotential number by the normal gravity value computed on the
 TG0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0659.degrees latitude (g = 980.6199 gals.).
 TG0659
 TG0659.The modeled gravity was interpolated from observed gravity values.
 TG0659
 TG0659;                    North         East    Units  Estimated Accuracy
 TG0659;SPC ND N     -   144,180.      472,020.      MT  (+/- 180 meters Scaled)
 TG0659
 TG0659                          SUPERSEDED SURVEY CONTROL
 TG0659
 TG0659  NGVD 29 (??/??/92)  656.340  (m)         2153.34   (f) ADJ UNCH    2 0
 TG0659
 TG0659.Superseded values are not recommended for survey control.
 TG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0659.See file dsdata.txt to determine how the superseded data were derived.
 TG0659
 TG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058515(NAD 83)
 TG0659_MARKER: DB = BENCH MARK DISK
 TG0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0659_STAMPING: G 245 1963
 TG0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0659+STABILITY: SURFACE MOTION
 TG0659
 TG0659  HISTORY     - Date     Condition        Report By
 TG0659  HISTORY     - 1963     MONUMENTED       CGS
 TG0659  HISTORY     - 1981     MARK NOT FOUND   CGS
 TG0659
 TG0659                          STATION DESCRIPTION
 TG0659
 TG0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0659'3.9 MI S FROM PALERMO.
 TG0659'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0659'AT PALERMO, THENCE 3.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 71.0
 TG0659'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD,
 TG0659'62.5 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 33.0 FEET
 TG0659'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 25.5 FEET NORTH OF A
 TG0659'FENCE CORNER, 1.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 TG0659'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 TG0659'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 34, R 90
 TG0659'W, T 156 N.
 TG0659
 TG0659                          STATION RECOVERY (1981)
 TG0659
 TG0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 TG0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1289 ***********************************************************************
 TF1289  DESIGNATION -  G 246
 TF1289  PID         -  TF1289
 TF1289  STATE/COUNTY-  ND/WARD
 TF1289  USGS QUAD   -  PLAZA SE (1980)
 TF1289
 TF1289                         *CURRENT SURVEY CONTROL
 TF1289  ___________________________________________________________________
 TF1289* NAD 83(1986)-  48 04 51.     (N)    101 47 31.     (W)     SCALED    
 TF1289* NAVD 88     -       638.562  (meters)    2095.02   (feet)  ADJUSTED  
 TF1289  ___________________________________________________________________
 TF1289  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TF1289  DYNAMIC HT  -         638.654 (meters)    2095.32  (feet)  COMP
 TF1289  MODELED GRAV-     980,733.7   (mgal)                       NAVD 88
 TF1289
 TF1289  VERT ORDER  -  SECOND    CLASS 0
 TF1289
 TF1289.The horizontal coordinates were scaled from a topographic map and have
 TF1289.an estimated accuracy of +/- 6 seconds.
 TF1289
 TF1289.The orthometric height was determined by differential leveling
 TF1289.and adjusted by the National Geodetic Survey in June 1991..
 TF1289
 TF1289.The geoid height was determined by GEOID03.
 TF1289
 TF1289.The dynamic height is computed by dividing the NAVD 88
 TF1289.geopotential number by the normal gravity value computed on the
 TF1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1289.degrees latitude (g = 980.6199 gals.).
 TF1289
 TF1289.The modeled gravity was interpolated from observed gravity values.
 TF1289
 TF1289;                    North         East    Units  Estimated Accuracy
 TF1289;SPC ND N     -   120,980.      503,750.      MT  (+/- 180 meters Scaled)
 TF1289
 TF1289                          SUPERSEDED SURVEY CONTROL
 TF1289
 TF1289  NGVD 29 (??/??/92)  638.138  (m)         2093.62   (f) ADJ UNCH    2 0
 TF1289
 TF1289.Superseded values are not recommended for survey control.
 TF1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1289.See file dsdata.txt to determine how the superseded data were derived.
 TF1289
 TF1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU920290(NAD 83)
 TF1289_MARKER: DB = BENCH MARK DISK
 TF1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1289_STAMPING: G 246 1963
 TF1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1289+STABILITY: SURFACE MOTION
 TF1289
 TF1289  HISTORY     - Date     Condition        Report By
 TF1289  HISTORY     - 1963     MONUMENTED       CGS
 TF1289
 TF1289                          STATION DESCRIPTION
 TF1289
 TF1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1289'9.0 MI N FROM MAKOTI.
 TF1289'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1289'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1289'THENCE 4.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 94 FEET SOUTHEAST
 TF1289'OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 75 FEET EAST
 TF1289'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 55.5 FEET SOUTH OF THE
 TF1289'CENTERLINE OF THE EAST-WEST ROAD, 4.5 FEET SOUTH OF A POWER POLE
 TF1289'BRACED BY A GUY WIRE, 32.5 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET
 TF1289'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF1289'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TF1289'FOOT, S 18, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0275 ***********************************************************************
 SO0275  DESIGNATION -  G 247
 SO0275  PID         -  SO0275
 SO0275  STATE/COUNTY-  ND/MCLEAN
 SO0275  USGS QUAD   -  PARSHALL SE (1967)
 SO0275
 SO0275                         *CURRENT SURVEY CONTROL
 SO0275  ___________________________________________________________________
 SO0275* NAD 83(1986)-  47 49 58.     (N)    102 05 10.     (W)     SCALED    
 SO0275* NAVD 88     -       642.595  (meters)    2108.25   (feet)  ADJUSTED  
 SO0275  ___________________________________________________________________
 SO0275  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 SO0275  DYNAMIC HT  -         642.678 (meters)    2108.52  (feet)  COMP
 SO0275  MODELED GRAV-     980,718.6   (mgal)                       NAVD 88
 SO0275
 SO0275  VERT ORDER  -  SECOND    CLASS 0
 SO0275
 SO0275.The horizontal coordinates were scaled from a topographic map and have
 SO0275.an estimated accuracy of +/- 6 seconds.
 SO0275
 SO0275.The orthometric height was determined by differential leveling
 SO0275.and adjusted by the National Geodetic Survey in June 1991..
 SO0275
 SO0275.The geoid height was determined by GEOID03.
 SO0275
 SO0275.The dynamic height is computed by dividing the NAVD 88
 SO0275.geopotential number by the normal gravity value computed on the
 SO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0275.degrees latitude (g = 980.6199 gals.).
 SO0275
 SO0275.The modeled gravity was interpolated from observed gravity values.
 SO0275
 SO0275;                    North         East    Units  Estimated Accuracy
 SO0275;SPC ND N     -    93,810.      481,270.      MT  (+/- 180 meters Scaled)
 SO0275
 SO0275                          SUPERSEDED SURVEY CONTROL
 SO0275
 SO0275  NGVD 29 (??/??/92)  642.168  (m)         2106.85   (f) ADJ UNCH    2 0
 SO0275
 SO0275.Superseded values are not recommended for survey control.
 SO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0275.See file dsdata.txt to determine how the superseded data were derived.
 SO0275
 SO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP180018(NAD 83)
 SO0275_MARKER: DB = BENCH MARK DISK
 SO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0275_STAMPING: G 247 1963
 SO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0275+STABILITY: SURFACE MOTION
 SO0275
 SO0275  HISTORY     - Date     Condition        Report By
 SO0275  HISTORY     - 1963     MONUMENTED       CGS
 SO0275
 SO0275                          STATION DESCRIPTION
 SO0275
 SO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0275'8.0 MI NW FROM RAUB.
 SO0275'ABOUT 6.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0275'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 2.0 MILES WEST ALONG
 SO0275'A GRAVELED COUNTY ROAD, 63.0 FEET SOUTHEAST OF THE CENTER OF THE
 SO0275'INTERSECTION OF A NORTH-SOUTH ROAD, 45.0 FEET EAST OF THE CENTERLINE
 SO0275'OF THE NORTH-SOUTH ROAD, 44.0 FEET SOUTH OF THE CENTERLINE OF THE
 SO0275'EAST-WEST ROAD, 4.6 FEET EAST OF REA POLE NO. 12=18-17, 1.6 FEET WEST
 SO0275'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE EAST-WEST
 SO0275'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 9,
 SO0275'R 89 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1207 ***********************************************************************
 SN1207  DESIGNATION -  G 248
 SN1207  PID         -  SN1207
 SN1207  STATE/COUNTY-  ND/MCLEAN
 SN1207  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1207
 SN1207                         *CURRENT SURVEY CONTROL
 SN1207  ___________________________________________________________________
 SN1207* NAD 83(1986)-  47 40 27.     (N)    101 48 06.     (W)     SCALED    
 SN1207* NAVD 88     -       605.331  (meters)    1985.99   (feet)  ADJUSTED  
 SN1207  ___________________________________________________________________
 SN1207  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 SN1207  DYNAMIC HT  -         605.392 (meters)    1986.19  (feet)  COMP
 SN1207  MODELED GRAV-     980,692.9   (mgal)                       NAVD 88
 SN1207
 SN1207  VERT ORDER  -  SECOND    CLASS 0
 SN1207
 SN1207.The horizontal coordinates were scaled from a topographic map and have
 SN1207.an estimated accuracy of +/- 6 seconds.
 SN1207
 SN1207.The orthometric height was determined by differential leveling
 SN1207.and adjusted by the National Geodetic Survey in June 1991..
 SN1207
 SN1207.The geoid height was determined by GEOID03.
 SN1207
 SN1207.The dynamic height is computed by dividing the NAVD 88
 SN1207.geopotential number by the normal gravity value computed on the
 SN1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1207.degrees latitude (g = 980.6199 gals.).
 SN1207
 SN1207.The modeled gravity was interpolated from observed gravity values.
 SN1207
 SN1207;                    North         East    Units  Estimated Accuracy
 SN1207;SPC ND N     -    75,780.      502,260.      MT  (+/- 180 meters Scaled)
 SN1207
 SN1207                          SUPERSEDED SURVEY CONTROL
 SN1207
 SN1207  NGVD 29 (??/??/92)  604.910  (m)         1984.61   (f) ADJ UNCH    2 0
 SN1207
 SN1207.Superseded values are not recommended for survey control.
 SN1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1207.See file dsdata.txt to determine how the superseded data were derived.
 SN1207
 SN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT897838(NAD 83)
 SN1207_MARKER: DB = BENCH MARK DISK
 SN1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1207_STAMPING: G 248 1963
 SN1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1207+STABILITY: SURFACE MOTION
 SN1207
 SN1207  HISTORY     - Date     Condition        Report By
 SN1207  HISTORY     - 1963     MONUMENTED       CGS
 SN1207
 SN1207                          STATION DESCRIPTION
 SN1207
 SN1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1207'6.35 MI SE FROM ROSEGLEN.
 SN1207'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1207'MAIN STREET AT ROSEGLEN, THENCE 5.0 MILES SOUTH ALONG A GRAVELED
 SN1207'COUNTY ROAD, 55 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 SN1207'EAST-WEST ROAD, 50 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1207'ROAD, 18.5 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 10 FEET
 SN1207'SOUTH ACROSS A FENCE FROM REA POLE NO. 19-11 WHICH IS BRACED BY 4 GUY
 SN1207'WIRES, 2.0 FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET WEST OF A METAL
 SN1207'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND
 SN1207'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 34, R 87 W, T
 SN1207'149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0809 ***********************************************************************
 SN0809  DESIGNATION -  G 249
 SN0809  PID         -  SN0809
 SN0809  STATE/COUNTY-  ND/MCLEAN
 SN0809  USGS QUAD   -  WASHBURN NE (1980)
 SN0809
 SN0809                         *CURRENT SURVEY CONTROL
 SN0809  ___________________________________________________________________
 SN0809* NAD 83(1986)-  47 27 30.     (N)    101 00 51.     (W)     SCALED    
 SN0809* NAVD 88     -       611.986  (meters)    2007.82   (feet)  ADJUSTED  
 SN0809  ___________________________________________________________________
 SN0809  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 SN0809  DYNAMIC HT  -         612.039 (meters)    2008.00  (feet)  COMP
 SN0809  MODELED GRAV-     980,678.4   (mgal)                       NAVD 88
 SN0809
 SN0809  VERT ORDER  -  SECOND    CLASS 0
 SN0809
 SN0809.The horizontal coordinates were scaled from a topographic map and have
 SN0809.an estimated accuracy of +/- 6 seconds.
 SN0809
 SN0809.The orthometric height was determined by differential leveling
 SN0809.and adjusted by the National Geodetic Survey in June 1991..
 SN0809
 SN0809.The geoid height was determined by GEOID03.
 SN0809
 SN0809.The dynamic height is computed by dividing the NAVD 88
 SN0809.geopotential number by the normal gravity value computed on the
 SN0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0809.degrees latitude (g = 980.6199 gals.).
 SN0809
 SN0809.The modeled gravity was interpolated from observed gravity values.
 SN0809
 SN0809;                    North         East    Units  Estimated Accuracy
 SN0809;SPC ND N     -    51,090.      561,230.      MT  (+/- 180 meters Scaled)
 SN0809
 SN0809                          SUPERSEDED SURVEY CONTROL
 SN0809
 SN0809  NGVD 29 (??/??/92)  611.58   (m)         2006.5    (f) COMPUTED    2 0
 SN0809
 SN0809.Superseded values are not recommended for survey control.
 SN0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0809.See file dsdata.txt to determine how the superseded data were derived.
 SN0809
 SN0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT481580(NAD 83)
 SN0809_MARKER: DB = BENCH MARK DISK
 SN0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0809_STAMPING: G 249 1963
 SN0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0809+STABILITY: SURFACE MOTION
 SN0809
 SN0809  HISTORY     - Date     Condition        Report By
 SN0809  HISTORY     - 1963     MONUMENTED       CGS
 SN0809  HISTORY     - 1982     GOOD             NGS
 SN0809
 SN0809                          STATION DESCRIPTION
 SN0809
 SN0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0809'5.8 MI E FROM UNDERWOOD.
 SN0809'5.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION AT
 SN0809'UNDERWOOD, 108 FEET NORTHEAST OF THE CENTER OF THE T-JUNCTION OF A
 SN0809'ROAD LEADING NORTH, 100 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SN0809'43 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 12 FEET EAST
 SN0809'OF A POWER POLE, 3 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A
 SN0809'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 SN0809'OF A CONCRETE POST PROJECTING 0.6 FOOT.
 SN0809
 SN0809                          STATION RECOVERY (1982)
 SN0809
 SN0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0809'8.3 KM (5.15 MI) EAST ALONG STATE HIGHWAY 200 FROM ITS JUNCTION WITH
 SN0809'U.S. HIGHWAY 83 IN UNDERWOOD, AT A GRAVELED ROAD LEADING NORTH. 33.0
 SN0809'M (108.3 FT) NE OF THE CENTER OF THE JUNCTION OF THE ROADS, 30.5 M
 SN0809'(101.1 FT) N OF THE CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) E OF
 SN0809'THE CENTER OF THE ROAD, AND 0.9 M (3.0 FT) W OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1254 ***********************************************************************
 TF1254  DESIGNATION -  G 250
 TF1254  PID         -  TF1254
 TF1254  STATE/COUNTY-  ND/MOUNTRAIL
 TF1254  USGS QUAD   -  PLAZA NW (1981)
 TF1254
 TF1254                         *CURRENT SURVEY CONTROL
 TF1254  ___________________________________________________________________
 TF1254* NAD 83(1986)-  48 11 49.     (N)    101 57 56.     (W)     SCALED    
 TF1254* NAVD 88     -       646.210  (meters)    2120.11   (feet)  ADJUSTED  
 TF1254  ___________________________________________________________________
 TF1254  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TF1254  DYNAMIC HT  -         646.308 (meters)    2120.43  (feet)  COMP
 TF1254  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 TF1254
 TF1254  VERT ORDER  -  SECOND    CLASS 0
 TF1254
 TF1254.The horizontal coordinates were scaled from a topographic map and have
 TF1254.an estimated accuracy of +/- 6 seconds.
 TF1254
 TF1254.The orthometric height was determined by differential leveling
 TF1254.and adjusted by the National Geodetic Survey in June 1991..
 TF1254
 TF1254.The geoid height was determined by GEOID03.
 TF1254
 TF1254.The dynamic height is computed by dividing the NAVD 88
 TF1254.geopotential number by the normal gravity value computed on the
 TF1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1254.degrees latitude (g = 980.6199 gals.).
 TF1254
 TF1254.The modeled gravity was interpolated from observed gravity values.
 TF1254
 TF1254;                    North         East    Units  Estimated Accuracy
 TF1254;SPC ND N     -   134,120.      491,060.      MT  (+/- 180 meters Scaled)
 TF1254
 TF1254                          SUPERSEDED SURVEY CONTROL
 TF1254
 TF1254  NGVD 29 (??/??/92)  645.775  (m)         2118.68   (f) ADJ UNCH    2 0
 TF1254
 TF1254.Superseded values are not recommended for survey control.
 TF1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1254.See file dsdata.txt to determine how the superseded data were derived.
 TF1254
 TF1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU796424(NAD 83)
 TF1254_MARKER: DB = BENCH MARK DISK
 TF1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1254_STAMPING: G 250 1963
 TF1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1254+STABILITY: SURFACE MOTION
 TF1254
 TF1254  HISTORY     - Date     Condition        Report By
 TF1254  HISTORY     - 1963     MONUMENTED       CGS
 TF1254
 TF1254                          STATION DESCRIPTION
 TF1254
 TF1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1254'11.2 MI S FROM TAGUS.
 TF1254'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1254'TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 10.7 MILES
 TF1254'SOUTH ALONG A GRAVELED COUNTY ROAD, 48 FEET NORTHWEST OF THE CENTER OF
 TF1254'THE INTERSECTION OF AN EAST-WEST ROAD, 40 FEET WEST OF THE CENTERLINE
 TF1254'OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE
 TF1254'EAST-WEST ROAD, 4.5 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET EAST OF
 TF1254'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE NORTH-SOUTH
 TF1254'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 34,
 TF1254'R 88 W, T 155 N.  NOTE-- THIS MARK IS 1.0 MILE NORTH ALONG A GRAVELED
 TF1254'ROAD FROM H 250 1963 WHICH IS DESCRIBED FROM PLAZA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0570 ***********************************************************************
 TG0570  DESIGNATION -  G 251
 TG0570  PID         -  TG0570
 TG0570  STATE/COUNTY-  ND/MOUNTRAIL
 TG0570  USGS QUAD   -  LOSTWOOD (1981)
 TG0570
 TG0570                         *CURRENT SURVEY CONTROL
 TG0570  ___________________________________________________________________
 TG0570* NAD 83(1986)-  48 28 28.     (N)    102 24 29.     (W)     SCALED    
 TG0570* NAVD 88     -       712.211  (meters)    2336.65   (feet)  ADJUSTED  
 TG0570  ___________________________________________________________________
 TG0570  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG0570  DYNAMIC HT  -         712.329 (meters)    2337.03  (feet)  COMP
 TG0570  MODELED GRAV-     980,751.9   (mgal)                       NAVD 88
 TG0570
 TG0570  VERT ORDER  -  SECOND    CLASS 0
 TG0570
 TG0570.The horizontal coordinates were scaled from a topographic map and have
 TG0570.an estimated accuracy of +/- 6 seconds.
 TG0570
 TG0570.The orthometric height was determined by differential leveling
 TG0570.and adjusted by the National Geodetic Survey in June 1991..
 TG0570
 TG0570.The geoid height was determined by GEOID03.
 TG0570
 TG0570.The dynamic height is computed by dividing the NAVD 88
 TG0570.geopotential number by the normal gravity value computed on the
 TG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0570.degrees latitude (g = 980.6199 gals.).
 TG0570
 TG0570.The modeled gravity was interpolated from observed gravity values.
 TG0570
 TG0570;                    North         East    Units  Estimated Accuracy
 TG0570;SPC ND N     -   165,680.      458,940.      MT  (+/- 180 meters Scaled)
 TG0570
 TG0570                          SUPERSEDED SURVEY CONTROL
 TG0570
 TG0570  NGVD 29 (??/??/92)  711.763  (m)         2335.18   (f) ADJ UNCH    2 0
 TG0570
 TG0570.Superseded values are not recommended for survey control.
 TG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0570.See file dsdata.txt to determine how the superseded data were derived.
 TG0570
 TG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP915722(NAD 83)
 TG0570_MARKER: DB = BENCH MARK DISK
 TG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0570_STAMPING: G 251 1963
 TG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0570+STABILITY: SURFACE MOTION
 TG0570
 TG0570  HISTORY     - Date     Condition        Report By
 TG0570  HISTORY     - 1963     MONUMENTED       CGS
 TG0570
 TG0570                          STATION DESCRIPTION
 TG0570
 TG0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0570'10.9 MI N FROM STANLEY.
 TG0570'ABOUT 10.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0570'STANLEY, 263 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0570'GRAVELED ROAD, 244 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING
 TG0570'WEST, 94 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTHEAST
 TG0570'OF A TELEPHONE POLE, 2.0 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A
 TG0570'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TG0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 27, R 91 W, T
 TG0570'158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1130 ***********************************************************************
 TG1130  DESIGNATION -  G 252
 TG1130  PID         -  TG1130
 TG1130  STATE/COUNTY-  ND/WILLIAMS
 TG1130  USGS QUAD   -  TEMPLE (1978)
 TG1130
 TG1130                         *CURRENT SURVEY CONTROL
 TG1130  ___________________________________________________________________
 TG1130* NAD 83(1986)-  48 23 29.     (N)    103 02 16.     (W)     SCALED    
 TG1130* NAVD 88     -       712.909  (meters)    2338.94   (feet)  ADJUSTED  
 TG1130  ___________________________________________________________________
 TG1130  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG1130  DYNAMIC HT  -         713.005 (meters)    2339.25  (feet)  COMP
 TG1130  MODELED GRAV-     980,721.4   (mgal)                       NAVD 88
 TG1130
 TG1130  VERT ORDER  -  FIRST     CLASS II
 TG1130
 TG1130.The horizontal coordinates were scaled from a topographic map and have
 TG1130.an estimated accuracy of +/- 6 seconds.
 TG1130
 TG1130.The orthometric height was determined by differential leveling
 TG1130.and adjusted by the National Geodetic Survey in June 1991..
 TG1130
 TG1130.The geoid height was determined by GEOID03.
 TG1130
 TG1130.The dynamic height is computed by dividing the NAVD 88
 TG1130.geopotential number by the normal gravity value computed on the
 TG1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1130.degrees latitude (g = 980.6199 gals.).
 TG1130
 TG1130.The modeled gravity was interpolated from observed gravity values.
 TG1130
 TG1130;                    North         East    Units  Estimated Accuracy
 TG1130;SPC ND N     -   157,800.      412,100.      MT  (+/- 180 meters Scaled)
 TG1130
 TG1130                          SUPERSEDED SURVEY CONTROL
 TG1130
 TG1130  NGVD 29 (??/??/92)  712.410  (m)         2337.30   (f) ADJ UNCH    1 2
 TG1130
 TG1130.Superseded values are not recommended for survey control.
 TG1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1130.See file dsdata.txt to determine how the superseded data were derived.
 TG1130
 TG1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP452616(NAD 83)
 TG1130_MARKER: DB = BENCH MARK DISK
 TG1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1130_STAMPING: G 252 1963
 TG1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1130+STABILITY: SURFACE MOTION
 TG1130
 TG1130  HISTORY     - Date     Condition        Report By
 TG1130  HISTORY     - 1963     MONUMENTED       CGS
 TG1130
 TG1130                          STATION DESCRIPTION
 TG1130
 TG1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG1130'4.8 MI W FROM TIOGA.
 TG1130'ABOUT 4.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1130'AT TIOGA, ABOUT 0.9 MILE EAST OF THE RAILROAD STATION AT TEMPLE, ABOUT
 TG1130'0.4 MILE EAST OF MILEPOST 87, 105.5 FEET SOUTHWEST OF THE CENTER OF
 TG1130'THE CROSSING OF A GRAVELED ROAD AND THE MAIN TRACK, 94.4 FEET SOUTH
 TG1130'ACROSS A SIDE TRACK FROM THE SOUTH RAIL OF THE MAIN TRACK, 45 FEET
 TG1130'WEST OF THE CENTERLINE OF THE ROAD, 46 FEET SOUTHWEST OF A TELEPHONE
 TG1130'POLE, 12.3 FEET WEST OF A METAL FENCE POST WITH TWO STEEL BRACES, 2.5
 TG1130'FEET NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 TG1130'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TG1130'POST PROJECTING 6 INCHES, S 26, R 96 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1313 ***********************************************************************
 TF1313  DESIGNATION -  G 253
 TF1313  PID         -  TF1313
 TF1313  STATE/COUNTY-  ND/WARD
 TF1313  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1313
 TF1313                         *CURRENT SURVEY CONTROL
 TF1313  ___________________________________________________________________
 TF1313* NAD 83(1986)-  48 03 07.     (N)    101 42 22.     (W)     SCALED    
 TF1313* NAVD 88     -       648.106  (meters)    2126.33   (feet)  ADJUSTED  
 TF1313  ___________________________________________________________________
 TF1313  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TF1313  DYNAMIC HT  -         648.196 (meters)    2126.62  (feet)  COMP
 TF1313  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 TF1313
 TF1313  VERT ORDER  -  SECOND    CLASS 0
 TF1313
 TF1313.The horizontal coordinates were scaled from a topographic map and have
 TF1313.an estimated accuracy of +/- 6 seconds.
 TF1313
 TF1313.The orthometric height was determined by differential leveling
 TF1313.and adjusted by the National Geodetic Survey in June 1991..
 TF1313
 TF1313.The geoid height was determined by GEOID03.
 TF1313
 TF1313.The dynamic height is computed by dividing the NAVD 88
 TF1313.geopotential number by the normal gravity value computed on the
 TF1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1313.degrees latitude (g = 980.6199 gals.).
 TF1313
 TF1313.The modeled gravity was interpolated from observed gravity values.
 TF1313
 TF1313;                    North         East    Units  Estimated Accuracy
 TF1313;SPC ND N     -   117,660.      510,090.      MT  (+/- 180 meters Scaled)
 TF1313
 TF1313                          SUPERSEDED SURVEY CONTROL
 TF1313
 TF1313  NGVD 29 (??/??/92)  647.687  (m)         2124.95   (f) ADJ UNCH    2 0
 TF1313
 TF1313.Superseded values are not recommended for survey control.
 TF1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1313.See file dsdata.txt to determine how the superseded data were derived.
 TF1313
 TF1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU983256(NAD 83)
 TF1313_MARKER: DR = REFERENCE MARK DISK
 TF1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1313_STAMPING: G 253 1963
 TF1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1313+STABILITY: SURFACE MOTION
 TF1313
 TF1313  HISTORY     - Date     Condition        Report By
 TF1313  HISTORY     - 1963     MONUMENTED       CGS
 TF1313
 TF1313                          STATION DESCRIPTION
 TF1313
 TF1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1313'10.4 MI NW FROM RYDER.
 TF1313'0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1313'RYDER, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 5.0 MILES
 TF1313'NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A
 TF1313'GRAVELED COUNTY ROAD, 88 FEET SOUTHEAST OF THE CENTER OF THE
 TF1313'INTERSECTION OF A NORTH-SOUTH ROAD, 74 FEET SOUTH OF THE CENTERLINE OF
 TF1313'THE EAST-WEST ROAD, 51 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TF1313'ROAD, 5.5 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS
 TF1313'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN
 TF1313'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 26, R 86 W, T 153 N.
 TF1313'NOTE-- THIS MARK IS 1.0 MILE EAST OF H 253 1963 WHICH IS DESCRIBED
 TF1313'FROM MAKOTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0802 ***********************************************************************
 TG0802  DESIGNATION -  G 254
 TG0802  PID         -  TG0802
 TG0802  STATE/COUNTY-  ND/MOUNTRAIL
 TG0802  USGS QUAD   -  STANLEY (1981)
 TG0802
 TG0802                         *CURRENT SURVEY CONTROL
 TG0802  ___________________________________________________________________
 TG0802* NAD 83(1986)-  48 15 16.     (N)    102 23 49.     (W)     SCALED    
 TG0802* NAVD 88     -       698.799  (meters)    2292.64   (feet)  ADJUSTED  
 TG0802  ___________________________________________________________________
 TG0802  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0802  DYNAMIC HT  -         698.904 (meters)    2292.99  (feet)  COMP
 TG0802  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 TG0802
 TG0802  VERT ORDER  -  SECOND    CLASS 0
 TG0802
 TG0802.The horizontal coordinates were scaled from a topographic map and have
 TG0802.an estimated accuracy of +/- 6 seconds.
 TG0802
 TG0802.The orthometric height was determined by differential leveling
 TG0802.and adjusted by the National Geodetic Survey in June 1991..
 TG0802
 TG0802.The geoid height was determined by GEOID03.
 TG0802
 TG0802.The dynamic height is computed by dividing the NAVD 88
 TG0802.geopotential number by the normal gravity value computed on the
 TG0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0802.degrees latitude (g = 980.6199 gals.).
 TG0802
 TG0802.The modeled gravity was interpolated from observed gravity values.
 TG0802
 TG0802;                    North         East    Units  Estimated Accuracy
 TG0802;SPC ND N     -   141,210.      459,160.      MT  (+/- 180 meters Scaled)
 TG0802
 TG0802                          SUPERSEDED SURVEY CONTROL
 TG0802
 TG0802  NGVD 29 (??/??/92)  698.334  (m)         2291.12   (f) ADJ UNCH    2 0
 TG0802
 TG0802.Superseded values are not recommended for survey control.
 TG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0802.See file dsdata.txt to determine how the superseded data were derived.
 TG0802
 TG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP932478(NAD 83)
 TG0802_MARKER: DB = BENCH MARK DISK
 TG0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0802_STAMPING: G 254 1963
 TG0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0802+STABILITY: SURFACE MOTION
 TG0802
 TG0802  HISTORY     - Date     Condition        Report By
 TG0802  HISTORY     - 1963     MONUMENTED       CGS
 TG0802  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0802
 TG0802                          STATION DESCRIPTION
 TG0802
 TG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0802'5.5 MI S FROM STANLEY.
 TG0802'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0802'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, THENCE 1.0 MILE WEST ALONG A
 TG0802'GRADED COUNTY ROAD, 63 FEET SOUTHEAST OF THE CENTER OF THE
 TG0802'INTERSECTION OF A NORTH-SOUTH ROAD, 52 FEET SOUTH OF THE CENTERLINE OF
 TG0802'THE EAST-WEST ROAD, 35 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TG0802'ROAD, 4.3 FEET WEST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A METAL
 TG0802'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, AND
 TG0802'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 16, R 92 W, T
 TG0802'155 N.
 TG0802
 TG0802                          STATION RECOVERY (1981)
 TG0802
 TG0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1251 ***********************************************************************
 TE1251  DESIGNATION -  G 255
 TE1251  PID         -  TE1251
 TE1251  STATE/COUNTY-  ND/BENSON
 TE1251  USGS QUAD   -  LEEDS (1980)
 TE1251
 TE1251                         *CURRENT SURVEY CONTROL
 TE1251  ___________________________________________________________________
 TE1251* NAD 83(1986)-  48 17 48.     (N)    099 28 55.     (W)     SCALED    
 TE1251* NAVD 88     -       464.983  (meters)    1525.53   (feet)  ADJUSTED  
 TE1251  ___________________________________________________________________
 TE1251  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 TE1251  DYNAMIC HT  -         465.067 (meters)    1525.81  (feet)  COMP
 TE1251  MODELED GRAV-     980,776.8   (mgal)                       NAVD 88
 TE1251
 TE1251  VERT ORDER  -  FIRST     CLASS II
 TE1251
 TE1251.The horizontal coordinates were scaled from a topographic map and have
 TE1251.an estimated accuracy of +/- 6 seconds.
 TE1251
 TE1251.The orthometric height was determined by differential leveling
 TE1251.and adjusted by the National Geodetic Survey in June 1991..
 TE1251.WARNING-Repeat measurements at this control monument indicate possible
 TE1251.vertical movement.
 TE1251
 TE1251.The geoid height was determined by GEOID03.
 TE1251
 TE1251.The dynamic height is computed by dividing the NAVD 88
 TE1251.geopotential number by the normal gravity value computed on the
 TE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1251.degrees latitude (g = 980.6199 gals.).
 TE1251
 TE1251.The modeled gravity was interpolated from observed gravity values.
 TE1251
 TE1251;                    North         East    Units  Estimated Accuracy
 TE1251;SPC ND N     -   144,670.      675,530.      MT  (+/- 180 meters Scaled)
 TE1251
 TE1251                          SUPERSEDED SURVEY CONTROL
 TE1251
 TE1251  NGVD 29 (??/??/92)  464.568  (m)         1524.17   (f) ADJ UNCH    1 2
 TE1251
 TE1251.Superseded values are not recommended for survey control.
 TE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1251.See file dsdata.txt to determine how the superseded data were derived.
 TE1251
 TE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU642493(NAD 83)
 TE1251_MARKER: DB = BENCH MARK DISK
 TE1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1251_STAMPING: G 255 1963
 TE1251_MARK LOGO: CGS   
 TE1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1251+STABILITY: SURFACE MOTION
 TE1251
 TE1251  HISTORY     - Date     Condition        Report By
 TE1251  HISTORY     - 1963     MONUMENTED       CGS
 TE1251  HISTORY     - 1964     GOOD             NGS
 TE1251  HISTORY     - 1982     GOOD             NGS
 TE1251
 TE1251                          STATION DESCRIPTION
 TE1251
 TE1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1251'2.0 MI W FROM LEEDS.
 TE1251'ABOUT 2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1251'AT LEEDS, ABOUT 0.4 MILE EAST OF MILEPOST 118, 78 FEET NORTHWEST OF
 TE1251'THE CENTER OF A GRAVELED ROAD CROSSING, 60.3 FEET NORTH OF THE NORTH
 TE1251'RAIL, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.5 FEET WEST OF A
 TE1251'TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 1.7 FEET EAST OF A
 TE1251'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TE1251'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE1251
 TE1251                          STATION RECOVERY (1964)
 TE1251
 TE1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1251'RECOVERED IN GOOD CONDITION.
 TE1251
 TE1251                          STATION RECOVERY (1982)
 TE1251
 TE1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1251'RECOVERED THIS DATE, ALSO RAILROAD STATION HAS BEEN REMOVED,
 TE1251'3.5 KM (2.2 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST
 TE1251'ENTRANCE TO THE LEEDS HIGH SCHOOL, THENCE NORTH ALONG A GRAVEL
 TE1251'ROAD FOR 0.1 KM (0.05 MI) TO MARK, AT THE CROSSING OF THE BURLINGTON
 TE1251'NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1226 ***********************************************************************
 TE1226  DESIGNATION -  G 256
 TE1226  PID         -  TE1226
 TE1226  STATE/COUNTY-  ND/RAMSEY
 TE1226  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1226
 TE1226                         *CURRENT SURVEY CONTROL
 TE1226  ___________________________________________________________________
 TE1226* NAD 83(1986)-  48 15 37.     (N)    099 10 25.     (W)     SCALED    
 TE1226* NAVD 88     -       443.445  (meters)    1454.87   (feet)  ADJUSTED  
 TE1226  ___________________________________________________________________
 TE1226  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 TE1226  DYNAMIC HT  -         443.526 (meters)    1455.13  (feet)  COMP
 TE1226  MODELED GRAV-     980,779.6   (mgal)                       NAVD 88
 TE1226
 TE1226  VERT ORDER  -  FIRST     CLASS II
 TE1226
 TE1226.The horizontal coordinates were scaled from a topographic map and have
 TE1226.an estimated accuracy of +/- 6 seconds.
 TE1226
 TE1226.The orthometric height was determined by differential leveling
 TE1226.and adjusted by the National Geodetic Survey in June 1991..
 TE1226.WARNING-Repeat measurements at this control monument indicate possible
 TE1226.vertical movement.
 TE1226
 TE1226.The geoid height was determined by GEOID03.
 TE1226
 TE1226.The dynamic height is computed by dividing the NAVD 88
 TE1226.geopotential number by the normal gravity value computed on the
 TE1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1226.degrees latitude (g = 980.6199 gals.).
 TE1226
 TE1226.The modeled gravity was interpolated from observed gravity values.
 TE1226
 TE1226;                    North         East    Units  Estimated Accuracy
 TE1226;SPC ND N     -   140,970.      698,470.      MT  (+/- 180 meters Scaled)
 TE1226
 TE1226                          SUPERSEDED SURVEY CONTROL
 TE1226
 TE1226  NGVD 29 (04/23/90)  443.077  (m)         1453.66   (f) ADJUSTED    1 2
 TE1226
 TE1226.Superseded values are not recommended for survey control.
 TE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1226.See file dsdata.txt to determine how the superseded data were derived.
 TE1226
 TE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU871452(NAD 83)
 TE1226_MARKER: DB = BENCH MARK DISK
 TE1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1226_STAMPING: G 256 1963
 TE1226_MARK LOGO: CGS   
 TE1226_PROJECTION: PROJECTING 6 CENTIMETERS
 TE1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1226+STABILITY: SURFACE MOTION
 TE1226
 TE1226  HISTORY     - Date     Condition        Report By
 TE1226  HISTORY     - 1963     MONUMENTED       CGS
 TE1226  HISTORY     - 1982     GOOD             NGS
 TE1226  HISTORY     - 19970319 GOOD             LOCENG
 TE1226
 TE1226                          STATION DESCRIPTION
 TE1226
 TE1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1226'1.2 MI SE FROM CHURCHES FERRY.
 TE1226'ABOUT 1.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1226'STATION AT CHURCHES FERRY, IN S 8, R 66 W, T 155 N, 143 FEET NORTHWEST
 TE1226'ACROSS A GRAVELED ROAD FROM MILEPOST 103, 79 FEET NORTH OF THE CENTER
 TE1226'OF THE GRAVELED ROAD CROSSING, 46.0 FEET NORTHEAST OF THE NORTHEAST
 TE1226'RAIL, 17 FEET NORTH OF A TELEGRAPH POLE, 21 FEET SOUTH OF A POWER
 TE1226'POLE, 34 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTHWEST
 TE1226'OF A FENCE, 1.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 TE1226'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE1226'PROJECTING 5 INCHES.
 TE1226
 TE1226                          STATION RECOVERY (1982)
 TE1226
 TE1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1226'3.9 KM (2.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 TE1226'OF U.S. HIGHWAY 281 WHICH IS ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS
 TE1226'FERRY, AT A GRAVEL ROAD CROSSING LEADING NORTH AND ACROSS THE RAILROAD
 TE1226'TRACKS, 43.5 METERS (143.0 FT) NORTHWEST AND ACROSS A GRAVEL ROAD FROM
 TE1226'MILEPOST 103, 24.0 METERS (79.0 FT) NORTH OF THE CENTER OF A GRAVEL
 TE1226'ROAD CROSSING, 14.0 METERS (46.0 FT) NORTHWEST OF THE NORTHEAST RAIL,
 TE1226'AND 5.1 METERS (17.0 FT) NORTH OF A TELEPHONE POLE.
 TE1226'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 TE1226'THE MARK IS 1.2 M BELOW TRACKS.
 TE1226
 TE1226                          STATION RECOVERY (1997)
 TE1226
 TE1226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GLJ)
 TE1226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0669 ***********************************************************************
 TE0669  DESIGNATION -  G 257
 TE0669  PID         -  TE0669
 TE0669  STATE/COUNTY-  ND/RAMSEY
 TE0669  USGS QUAD   -  DOYON (1971)
 TE0669
 TE0669                         *CURRENT SURVEY CONTROL
 TE0669  ___________________________________________________________________
 TE0669* NAD 83(1986)-  48 03 36.     (N)    098 34 04.     (W)     SCALED    
 TE0669* NAVD 88     -       455.609  (meters)    1494.78   (feet)  ADJUSTED  
 TE0669  ___________________________________________________________________
 TE0669  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 TE0669  DYNAMIC HT  -         455.682 (meters)    1495.02  (feet)  COMP
 TE0669  MODELED GRAV-     980,757.1   (mgal)                       NAVD 88
 TE0669
 TE0669  VERT ORDER  -  FIRST     CLASS II
 TE0669
 TE0669.The horizontal coordinates were scaled from a topographic map and have
 TE0669.an estimated accuracy of +/- 6 seconds.
 TE0669
 TE0669.The orthometric height was determined by differential leveling
 TE0669.and adjusted by the National Geodetic Survey in June 1991..
 TE0669
 TE0669.The geoid height was determined by GEOID03.
 TE0669
 TE0669.The dynamic height is computed by dividing the NAVD 88
 TE0669.geopotential number by the normal gravity value computed on the
 TE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0669.degrees latitude (g = 980.6199 gals.).
 TE0669
 TE0669.The modeled gravity was interpolated from observed gravity values.
 TE0669
 TE0669;                    North         East    Units  Estimated Accuracy
 TE0669;SPC ND N     -   119,660.      744,000.      MT  (+/- 180 meters Scaled)
 TE0669
 TE0669                          SUPERSEDED SURVEY CONTROL
 TE0669
 TE0669  NGVD 29 (??/??/92)  455.226  (m)         1493.52   (f) ADJ UNCH    1 2
 TE0669
 TE0669.Superseded values are not recommended for survey control.
 TE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0669.See file dsdata.txt to determine how the superseded data were derived.
 TE0669
 TE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU322230(NAD 83)
 TE0669_MARKER: DB = BENCH MARK DISK
 TE0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0669_SP_SET: FOUNDATION
 TE0669_STAMPING: G 257 1963
 TE0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0669
 TE0669  HISTORY     - Date     Condition        Report By
 TE0669  HISTORY     - 1963     MONUMENTED       CGS
 TE0669  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0669
 TE0669                          STATION DESCRIPTION
 TE0669
 TE0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0669'3.3 MI E FROM CRARY.
 TE0669'ABOUT 3.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0669'AT CRARY, IN S 24, R 62 W, T 153 N, ABOUT 0.2 MILE WEST OF MILEPOST
 TE0669'71, 59.7 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE WEST WALL
 TE0669'OF A CONCRETE FOUNDATION OF AN ABANDONED RAILWAY SIGNAL CONTROL BOX,
 TE0669'7.5 FEET EAST OF THE 8TH TELEGRAPH POLE WEST OF THE MILEPOST, 3.5 FEET
 TE0669'NORTH OF THE SOUTHWEST CORNER OF THE FOUNDATION, AND ABOUT 3 FEET
 TE0669'BELOW THE LEVEL OF THE TRACK.
 TE0669
 TE0669                          STATION RECOVERY (1982)
 TE0669
 TE0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0669'NOT RECOVERED, NOT SEARCHED FOR, INACCESSIBLE TO LEVEL AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0342 ***********************************************************************
 TE0342  DESIGNATION -  G 258
 TE0342  PID         -  TE0342
 TE0342  STATE/COUNTY-  ND/NELSON
 TE0342  USGS QUAD   -  BROCKET (1971)
 TE0342
 TE0342                         *CURRENT SURVEY CONTROL
 TE0342  ___________________________________________________________________
 TE0342* NAD 83(1986)-  48 10 51.     (N)    098 21 25.     (W)     SCALED    
 TE0342* NAVD 88     -       461.509  (meters)    1514.13   (feet)  ADJUSTED  
 TE0342  ___________________________________________________________________
 TE0342  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0342  DYNAMIC HT  -         461.590 (meters)    1514.40  (feet)  COMP
 TE0342  MODELED GRAV-     980,772.9   (mgal)                       NAVD 88
 TE0342
 TE0342  VERT ORDER  -  SECOND    CLASS 0
 TE0342
 TE0342.The horizontal coordinates were scaled from a topographic map and have
 TE0342.an estimated accuracy of +/- 6 seconds.
 TE0342
 TE0342.The orthometric height was determined by differential leveling
 TE0342.and adjusted by the National Geodetic Survey in June 1991..
 TE0342
 TE0342.The geoid height was determined by GEOID03.
 TE0342
 TE0342.The dynamic height is computed by dividing the NAVD 88
 TE0342.geopotential number by the normal gravity value computed on the
 TE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0342.degrees latitude (g = 980.6199 gals.).
 TE0342
 TE0342.The modeled gravity was interpolated from observed gravity values.
 TE0342
 TE0342;                    North         East    Units  Estimated Accuracy
 TE0342;SPC ND N     -   133,500.      759,340.      MT  (+/- 180 meters Scaled)
 TE0342
 TE0342                          SUPERSEDED SURVEY CONTROL
 TE0342
 TE0342  NGVD 29 (??/??/92)  461.131  (m)         1512.89   (f) ADJ UNCH    2 0
 TE0342
 TE0342.Superseded values are not recommended for survey control.
 TE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0342.See file dsdata.txt to determine how the superseded data were derived.
 TE0342
 TE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478365(NAD 83)
 TE0342_MARKER: DB = BENCH MARK DISK
 TE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0342_STAMPING: G 258 1963
 TE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0342+STABILITY: SURFACE MOTION
 TE0342
 TE0342  HISTORY     - Date     Condition        Report By
 TE0342  HISTORY     - 1963     MONUMENTED       CGS
 TE0342
 TE0342                          STATION DESCRIPTION
 TE0342
 TE0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0342'2.2 MI S FROM BROCKET.
 TE0342'2.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0342'BROCKET, IN S 10, R 60 W, T 154 N, ABOUT 0.2 MILE SOUTH OF MILEPOST
 TE0342'10, 98 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 80.5
 TE0342'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 53.5 FEET EAST OF THE EAST
 TE0342'RAIL, 3.0 FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES
 TE0342'2.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 TE0342'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0342'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0730 ***********************************************************************
 TE0730  DESIGNATION -  G 259
 TE0730  PID         -  TE0730
 TE0730  STATE/COUNTY-  ND/RAMSEY
 TE0730  USGS QUAD   -  DERRICK (1972)
 TE0730
 TE0730                         *CURRENT SURVEY CONTROL
 TE0730  ___________________________________________________________________
 TE0730* NAD 83(1986)-  48 29 49.     (N)    098 35 17.     (W)     SCALED    
 TE0730* NAVD 88     -       472.589  (meters)    1550.49   (feet)  ADJUSTED  
 TE0730  ___________________________________________________________________
 TE0730  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 TE0730  DYNAMIC HT  -         472.682 (meters)    1550.79  (feet)  COMP
 TE0730  MODELED GRAV-     980,793.1   (mgal)                       NAVD 88
 TE0730
 TE0730  VERT ORDER  -  SECOND    CLASS 0
 TE0730
 TE0730.The horizontal coordinates were scaled from a topographic map and have
 TE0730.an estimated accuracy of +/- 6 seconds.
 TE0730
 TE0730.The orthometric height was determined by differential leveling
 TE0730.and adjusted by the National Geodetic Survey in June 1991..
 TE0730
 TE0730.The geoid height was determined by GEOID03.
 TE0730
 TE0730.The dynamic height is computed by dividing the NAVD 88
 TE0730.geopotential number by the normal gravity value computed on the
 TE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0730.degrees latitude (g = 980.6199 gals.).
 TE0730
 TE0730.The modeled gravity was interpolated from observed gravity values.
 TE0730
 TE0730;                    North         East    Units  Estimated Accuracy
 TE0730;SPC ND N     -   168,190.      741,280.      MT  (+/- 180 meters Scaled)
 TE0730
 TE0730                          SUPERSEDED SURVEY CONTROL
 TE0730
 TE0730  NGVD 29 (??/??/92)  472.202  (m)         1549.22   (f) ADJ UNCH    2 0
 TE0730
 TE0730.Superseded values are not recommended for survey control.
 TE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0730.See file dsdata.txt to determine how the superseded data were derived.
 TE0730
 TE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU304716(NAD 83)
 TE0730_MARKER: DB = BENCH MARK DISK
 TE0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0730_STAMPING: G 259 1963
 TE0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0730+STABILITY: SURFACE MOTION
 TE0730
 TE0730  HISTORY     - Date     Condition        Report By
 TE0730  HISTORY     - 1963     MONUMENTED       CGS
 TE0730  HISTORY     - 1964     GOOD             NGS
 TE0730
 TE0730                          STATION DESCRIPTION
 TE0730
 TE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0730'1.9 MI NW FROM DERRICK.
 TE0730'ABOUT 1.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0730'STATION AT DERRICK, IN S 24, R 62 W, T 158 N, ABOUT 0.5 MILE NORTHWEST
 TE0730'OF MILEPOST 35, ABOUT 0.3 MILE SOUTHEAST OF A DIRT ROAD CROSSING, 99.5
 TE0730'FEET WEST ACROSS THE TRACK FROM TELEPHONE POLE NO. 1375, 38.6 FEET
 TE0730'SOUTHWEST OF THE SOUTHWEST RAIL, 4.0 FEET EAST OF THE THIRD TELEGRAPH
 TE0730'POLE NORTHWEST OF THE NORTHWEST END OF A FILL, 1.6 FEET NORTHWEST OF A
 TE0730'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET
 TE0730'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0730
 TE0730                          STATION RECOVERY (1964)
 TE0730
 TE0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0079 ***********************************************************************
 RQ0079  FBN         -  This is a Federal Base Network Control Station.
 RQ0079  DESIGNATION -  G 26
 RQ0079  PID         -  RQ0079
 RQ0079  STATE/COUNTY-  ND/DICKEY
 RQ0079  USGS QUAD   -  OAKES SE (1955)
 RQ0079
 RQ0079                         *CURRENT SURVEY CONTROL
 RQ0079  ___________________________________________________________________
 RQ0079* NAD 83(1996)-  46 04 51.50300(N)    098 06 29.21049(W)     ADJUSTED  
 RQ0079* NAVD 88     -       395.904  (meters)    1298.89   (feet)  ADJUSTED  
 RQ0079  ___________________________________________________________________
 RQ0079  X           -    -625,109.541 (meters)                     COMP
 RQ0079  Y           -  -4,387,793.971 (meters)                     COMP
 RQ0079  Z           -   4,571,762.196 (meters)                     COMP
 RQ0079  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 RQ0079  ELLIP HEIGHT-         370.78  (meters)          (04/07/03) GPS OBS
 RQ0079  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RQ0079  DYNAMIC HT  -         395.894 (meters)    1298.86  (feet)  COMP
 RQ0079  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 RQ0079
 RQ0079  HORZ ORDER  -  B
 RQ0079  VERT ORDER  -  FIRST     CLASS II
 RQ0079  ELLP ORDER  -  THIRD     CLASS II
 RQ0079
 RQ0079.The horizontal coordinates were established by GPS observations
 RQ0079.and adjusted by the National Geodetic Survey in August 1997..
 RQ0079
 RQ0079.The orthometric height was determined by differential leveling
 RQ0079.and adjusted by the National Geodetic Survey in June 1991..
 RQ0079
 RQ0079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RQ0079
 RQ0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0079
 RQ0079.The ellipsoidal height was determined by GPS observations
 RQ0079.and is referenced to NAD 83.
 RQ0079
 RQ0079.The geoid height was determined by GEOID03.
 RQ0079
 RQ0079.The dynamic height is computed by dividing the NAVD 88
 RQ0079.geopotential number by the normal gravity value computed on the
 RQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0079.degrees latitude (g = 980.6199 gals.).
 RQ0079
 RQ0079.The modeled gravity was interpolated from observed gravity values.
 RQ0079
 RQ0079;                    North         East     Units Scale Factor Converg.
 RQ0079;SPC ND S     -    48,869.815   784,988.342   MT  1.00002169   +1 44 40.6
 RQ0079;SPC ND S     -   160,334.04  2,575,421.07   iFT  1.00002169   +1 44 40.6
 RQ0079;UTM  14      - 5,103,430.849   568,959.884   MT  0.99965846   +0 38 32.9
 RQ0079
 RQ0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0079!SPC ND S     -   0.99994188  x   1.00002169  =   0.99996357
 RQ0079!UTM  14      -   0.99994188  x   0.99965846  =   0.99960036
 RQ0079
 RQ0079                          SUPERSEDED SURVEY CONTROL
 RQ0079
 RQ0079  ELLIP H (08/29/97)  370.79   (m)                       GP(       ) 3 2
 RQ0079  NAVD 88 (08/29/97)  395.90   (m)         1298.9    (f) LEVELING    3  
 RQ0079  NGVD 29 (??/??/92)  395.581  (m)         1297.84   (f) ADJ UNCH    1 2
 RQ0079
 RQ0079.Superseded values are not recommended for survey control.
 RQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0079.See file dsdata.txt to determine how the superseded data were derived.
 RQ0079
 RQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6896003431(NAD 83)
 RQ0079_MARKER: DB = BENCH MARK DISK
 RQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0079_STAMPING: G 26 1934 1298
 RQ0079_MARK LOGO: CGS   
 RQ0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0079+STABILITY: SURFACE MOTION
 RQ0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0079+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 RQ0079
 RQ0079  HISTORY     - Date     Condition        Report By
 RQ0079  HISTORY     - 1934     MONUMENTED       CGS
 RQ0079  HISTORY     - 1941     GOOD             NGS
 RQ0079  HISTORY     - 19961026 GOOD             NGS
 RQ0079  HISTORY     - 20020609 GOOD             CGS
 RQ0079  HISTORY     - 20041201 GOOD             NDWC
 RQ0079
 RQ0079                          STATION DESCRIPTION
 RQ0079
 RQ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0079'4.0 MI S FROM OAKES.
 RQ0079'4.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 RQ0079'CITY WATER WORKS AT OAKES, DICKEY COUNTY, ABOUT 3 POLES NORTH OF
 RQ0079'MILEPOST 131, AT A ROAD CROSSING, 21 FEET NORTH OF THE CENTER LINE OF
 RQ0079'THE ROAD, 45 FEET WEST OF THE CENTER LINE OF THE TRACK, 4 FEET
 RQ0079'NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN
 RQ0079'THE TRACK.  A STANDARD DISK, STAMPED G 26 1934 AND SET IN THE TOP OF A
 RQ0079'CONCRETE POST.
 RQ0079
 RQ0079                          STATION RECOVERY (1996)
 RQ0079
 RQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RQ0079'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTH OF THE NORTH
 RQ0079'DAKOTA-SOUTH DAKOTA STATE LINE, 7 KM (4.35 MI) SOUTH OF OAKES, IN THE
 RQ0079'NORTHWEST QUADRANT OF THE JUNCTION OF A SECTION LINE ROAD AND A
 RQ0079'RAILROAD TRACK, SOUTHWEST OF AND ACROSS THE RAILROAD FROM AN
 RQ0079'ELECTRICAL SUBSTATION, AND IN LINE WITH A NORTH-SOUTH FENCE. OWNERSHIP
 RQ0079'-- NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 RQ0079'T-JUNCTION OF STATE HIGHWAYS 1 AND 11 EAST JUST SOUTH OF OAKES, GO
 RQ0079'SOUTH ON HIGHWAYS 1 AND 11 FOR 3.22 KM (2.00 MI) TO A GRAVEL CROSSROAD
 RQ0079'JUST AFTER MILE POST 13.  TURN RIGHT, WEST, ON THE ROAD FOR 1.29 KM
 RQ0079'(0.80 MI) TO THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP
 RQ0079'OF A 25 CM SQUARE CONCRETE POST PROJECTING 10 CM. IT IS 13.7 M (44.9
 RQ0079'FT) WEST OF THE WEST RAIL OF THE TRACKS, 6.1 M (20.0 FT) NORTH OF THE
 RQ0079'GRAVEL ROAD CENTER, 7.8 M (25.6 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 RQ0079'GATE POST IN THE FENCE CORNER AND 0.2 M (0.7 FT) NORTH OF A STEEL
 RQ0079'POST.
 RQ0079
 RQ0079                          STATION RECOVERY (2002)
 RQ0079
 RQ0079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (CSM)
 RQ0079'RECOVERED AS DESCRIBED.
 RQ0079'
 RQ0079
 RQ0079                          STATION RECOVERY (2004)
 RQ0079
 RQ0079'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 RQ0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0331 ***********************************************************************
 TE0331  DESIGNATION -  G 260
 TE0331  PID         -  TE0331
 TE0331  STATE/COUNTY-  ND/RAMSEY
 TE0331  USGS QUAD   -  EDMORE SW (1972)
 TE0331
 TE0331                         *CURRENT SURVEY CONTROL
 TE0331  ___________________________________________________________________
 TE0331* NAD 83(1986)-  48 21 50.     (N)    098 22 55.     (W)     SCALED    
 TE0331* NAVD 88     -       465.518  (meters)    1527.29   (feet)  ADJUSTED  
 TE0331  ___________________________________________________________________
 TE0331  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0331  DYNAMIC HT  -         465.613 (meters)    1527.60  (feet)  COMP
 TE0331  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TE0331
 TE0331  VERT ORDER  -  SECOND    CLASS 0
 TE0331
 TE0331.The horizontal coordinates were scaled from a topographic map and have
 TE0331.an estimated accuracy of +/- 6 seconds.
 TE0331
 TE0331.The orthometric height was determined by differential leveling
 TE0331.and adjusted by the National Geodetic Survey in June 1991..
 TE0331
 TE0331.The geoid height was determined by GEOID03.
 TE0331
 TE0331.The dynamic height is computed by dividing the NAVD 88
 TE0331.geopotential number by the normal gravity value computed on the
 TE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0331.degrees latitude (g = 980.6199 gals.).
 TE0331
 TE0331.The modeled gravity was interpolated from observed gravity values.
 TE0331
 TE0331;                    North         East    Units  Estimated Accuracy
 TE0331;SPC ND N     -   153,800.      756,920.      MT  (+/- 180 meters Scaled)
 TE0331
 TE0331                          SUPERSEDED SURVEY CONTROL
 TE0331
 TE0331  NGVD 29 (??/??/92)  465.15   (m)         1526.1    (f) COMPUTED    2 0
 TE0331
 TE0331.Superseded values are not recommended for survey control.
 TE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0331.See file dsdata.txt to determine how the superseded data were derived.
 TE0331
 TE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU457569(NAD 83)
 TE0331_MARKER: DB = BENCH MARK DISK
 TE0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0331_STAMPING: G 260 1963
 TE0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0331+STABILITY: SURFACE MOTION
 TE0331
 TE0331  HISTORY     - Date     Condition        Report By
 TE0331  HISTORY     - 1963     MONUMENTED       CGS
 TE0331
 TE0331                          STATION DESCRIPTION
 TE0331
 TE0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0331'4.6 MI N FROM LAWTON.
 TE0331'ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF
 TE0331'COUNTY ROADS 8 AND 15, IN S 5, R 60 W, T 156 N, ABOUT 0.5 MILE SOUTH
 TE0331'OF A 25-FOOT CONCRETE BRIDGE, ABOUT 0.2 MILE SOUTHEAST OF THE CENTER
 TE0331'OF A CURVE IN THE ROAD, 98.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TE0331'HIGHWAY, 3.0 FEET SOUTHEAST OF A METAL POST SUPPORTING A SIGN WHICH
 TE0331'READS DONT CULTIVATE HIGHWAY RIGHT OF WAY, 1.9 FEET NORTHWEST OF A
 TE0331'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TE0331'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0377 ***********************************************************************
 SL0377  DESIGNATION -  G 261
 SL0377  PID         -  SL0377
 SL0377  STATE/COUNTY-  ND/GRAND FORKS
 SL0377  USGS QUAD   -  KELLY (1963)
 SL0377
 SL0377                         *CURRENT SURVEY CONTROL
 SL0377  ___________________________________________________________________
 SL0377* NAD 83(1996)-  47 55 07.74847(N)    097 07 52.14862(W)     ADJUSTED  
 SL0377* NAVD 88     -       255.919  (meters)     839.63   (feet)  ADJUSTED  
 SL0377  ___________________________________________________________________
 SL0377  X           -    -531,643.158 (meters)                     COMP
 SL0377  Y           -  -4,249,447.603 (meters)                     COMP
 SL0377  Z           -   4,711,001.778 (meters)                     COMP
 SL0377  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 SL0377  ELLIP HEIGHT-         229.17  (meters)          (04/10/03) GPS OBS
 SL0377  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 SL0377  DYNAMIC HT  -         255.966 (meters)     839.78  (feet)  COMP
 SL0377  MODELED GRAV-     980,788.6   (mgal)                       NAVD 88
 SL0377
 SL0377  HORZ ORDER  -  SECOND
 SL0377  VERT ORDER  -  FIRST     CLASS II
 SL0377  ELLP ORDER  -  FOURTH    CLASS II
 SL0377
 SL0377.The horizontal coordinates were established by GPS observations
 SL0377.and adjusted by the National Geodetic Survey in April 2001..
 SL0377
 SL0377.The orthometric height was determined by differential leveling
 SL0377.and adjusted by the National Geodetic Survey in June 1991..
 SL0377
 SL0377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL0377
 SL0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0377
 SL0377.The ellipsoidal height was determined by GPS observations
 SL0377.and is referenced to NAD 83.
 SL0377
 SL0377.The geoid height was determined by GEOID03.
 SL0377
 SL0377.The dynamic height is computed by dividing the NAVD 88
 SL0377.geopotential number by the normal gravity value computed on the
 SL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0377.degrees latitude (g = 980.6199 gals.).
 SL0377
 SL0377.The modeled gravity was interpolated from observed gravity values.
 SL0377
 SL0377;                    North         East     Units Scale Factor Converg.
 SL0377;SPC ND N     -   107,661.895   851,700.176   MT  0.99994002   +2 30 24.7
 SL0377;SPC ND N     -   353,221.44  2,794,291.92   iFT  0.99994002   +2 30 24.7
 SL0377;UTM  14      - 5,308,967.694   639,623.710   MT  0.99983955   +1 23 14.2
 SL0377
 SL0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0377!SPC ND N     -   0.99996408  x   0.99994002  =   0.99990410
 SL0377!UTM  14      -   0.99996408  x   0.99983955  =   0.99980364
 SL0377
 SL0377                          SUPERSEDED SURVEY CONTROL
 SL0377
 SL0377  ELLIP H (04/16/01)  229.17   (m)                       GP(       ) 1 1
 SL0377  NAVD 88 (04/16/01)  255.92   (m)          839.6    (f) LEVELING    3  
 SL0377  NGVD 29 (??/??/92)  255.581  (m)          838.52   (f) ADJ UNCH    1 2
 SL0377
 SL0377.Superseded values are not recommended for survey control.
 SL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0377.See file dsdata.txt to determine how the superseded data were derived.
 SL0377
 SL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU3962408968(NAD 83)
 SL0377_MARKER: DB = BENCH MARK DISK
 SL0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0377_STAMPING: G 261 1963
 SL0377_MARK LOGO: CGS   
 SL0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0377+STABILITY: SURFACE MOTION
 SL0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0377+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2000
 SL0377
 SL0377  HISTORY     - Date     Condition        Report By
 SL0377  HISTORY     - 1963     MONUMENTED       CGS
 SL0377  HISTORY     - 1971     GOOD             NGS
 SL0377  HISTORY     - 1981     GOOD             NGS
 SL0377  HISTORY     - 20001116 GOOD             NGS
 SL0377
 SL0377                          STATION DESCRIPTION
 SL0377
 SL0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0377'4.6 MI W FROM GRAND FORKS.
 SL0377'ABOUT 4.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0377'AT GRAND FORKS, IN S 1, R 50 W, T 151 N, 0.2 MILE WEST OF MILEPOLE 1,
 SL0377'121 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A NORTHSOUTH ROAD,
 SL0377'58 FEET NORTH OF THE NORTH RAIL, 103 FEET EAST OF THE CENTERLINE OF
 SL0377'THE ROAD, 7.5 FEET WEST OF A TELEGRAPH POLE BRACED BY TWO GUY WIRES,
 SL0377'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SL0377'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SL0377'FOOT.
 SL0377
 SL0377                          STATION RECOVERY (1971)
 SL0377
 SL0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SL0377'RECOVERED IN GOOD CONDITION.
 SL0377
 SL0377                          STATION RECOVERY (1981)
 SL0377
 SL0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0377'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0377'NORTHERN RAILWAY.
 SL0377
 SL0377                          STATION RECOVERY (2000)
 SL0377
 SL0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 SL0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0387 ***********************************************************************
 SL0387  DESIGNATION -  G 262
 SL0387  PID         -  SL0387
 SL0387  STATE/COUNTY-  ND/GRAND FORKS
 SL0387  USGS QUAD   -  KELLY (1963)
 SL0387
 SL0387                         *CURRENT SURVEY CONTROL
 SL0387  ___________________________________________________________________
 SL0387* NAD 83(1986)-  47 55 07.     (N)    097 13 06.     (W)     SCALED    
 SL0387* NAVD 88     -       259.089  (meters)     850.03   (feet)  ADJUSTED  
 SL0387  ___________________________________________________________________
 SL0387  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 SL0387  DYNAMIC HT  -         259.135 (meters)     850.18  (feet)  COMP
 SL0387  MODELED GRAV-     980,782.5   (mgal)                       NAVD 88
 SL0387
 SL0387  VERT ORDER  -  FIRST     CLASS II
 SL0387
 SL0387.The horizontal coordinates were scaled from a topographic map and have
 SL0387.an estimated accuracy of +/- 6 seconds.
 SL0387
 SL0387.The orthometric height was determined by differential leveling
 SL0387.and adjusted by the National Geodetic Survey in June 1991..
 SL0387.WARNING-Repeat measurements at this control monument indicate possible
 SL0387.vertical movement.
 SL0387
 SL0387.The geoid height was determined by GEOID03.
 SL0387
 SL0387.The dynamic height is computed by dividing the NAVD 88
 SL0387.geopotential number by the normal gravity value computed on the
 SL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0387.degrees latitude (g = 980.6199 gals.).
 SL0387
 SL0387.The modeled gravity was interpolated from observed gravity values.
 SL0387
 SL0387;                    North         East    Units  Estimated Accuracy
 SL0387;SPC ND N     -   107,360.      845,190.      MT  (+/- 180 meters Scaled)
 SL0387
 SL0387                          SUPERSEDED SURVEY CONTROL
 SL0387
 SL0387  NGVD 29 (??/??/92)  258.753  (m)          848.93   (f) ADJ UNCH    1 2
 SL0387
 SL0387.Superseded values are not recommended for survey control.
 SL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0387.See file dsdata.txt to determine how the superseded data were derived.
 SL0387
 SL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU331087(NAD 83)
 SL0387_MARKER: DB = BENCH MARK DISK
 SL0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0387_STAMPING: G 262 1963
 SL0387_MARK LOGO: CGS   
 SL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0387+STABILITY: SURFACE MOTION
 SL0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0387+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 SL0387
 SL0387  HISTORY     - Date     Condition        Report By
 SL0387  HISTORY     - 1963     MONUMENTED       CGS
 SL0387  HISTORY     - 1981     GOOD             NGS
 SL0387  HISTORY     - 20001011 GOOD             AFFSA
 SL0387
 SL0387                          STATION DESCRIPTION
 SL0387
 SL0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0387'7.05 MI E FROM EMERADO.
 SL0387'ABOUT 7.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0387'STATION AT EMERADO, IN S 6, R 51 W, T 151 N, 124 FEET NORTHWEST OF THE
 SL0387'CENTER OF THE CROSSING OF A NORTH-SOUTH ROAD, 103 FEET WEST OF THE
 SL0387'CENTERLINE OF THE ROAD, 59 FEET NORTH OF THE NORTH RAIL, 5.5 FEET EAST
 SL0387'OF A TELEGRAPH POLE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3
 SL0387'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SL0387'POST PROJECTING 0.5 FOOT.  NOTE-- THIS MARK IS 1.0 MILE WEST OF M 261
 SL0387'1963 WHICH IS DESCRIBED FROM GRAND FORKS.
 SL0387
 SL0387                          STATION RECOVERY (1981)
 SL0387
 SL0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0387'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0387'NORTHERN RAILWAY.
 SL0387
 SL0387                          STATION RECOVERY (2000)
 SL0387
 SL0387'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0823 ***********************************************************************
 SL0823  DESIGNATION -  G 263
 SL0823  PID         -  SL0823
 SL0823  STATE/COUNTY-  ND/GRAND FORKS
 SL0823  USGS QUAD   -  NIAGARA (1963)
 SL0823
 SL0823                         *CURRENT SURVEY CONTROL
 SL0823  ___________________________________________________________________
 SL0823* NAD 83(1986)-  47 58 02.     (N)    097 46 14.     (W)     SCALED    
 SL0823* NAVD 88     -       382.262  (meters)    1254.14   (feet)  ADJUSTED  
 SL0823  ___________________________________________________________________
 SL0823  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SL0823  DYNAMIC HT  -         382.325 (meters)    1254.34  (feet)  COMP
 SL0823  MODELED GRAV-     980,764.9   (mgal)                       NAVD 88
 SL0823
 SL0823  VERT ORDER  -  FIRST     CLASS II
 SL0823
 SL0823.The horizontal coordinates were scaled from a topographic map and have
 SL0823.an estimated accuracy of +/- 6 seconds.
 SL0823
 SL0823.The orthometric height was determined by differential leveling
 SL0823.and adjusted by the National Geodetic Survey in June 1991..
 SL0823.WARNING-Repeat measurements at this control monument indicate possible
 SL0823.vertical movement.
 SL0823
 SL0823.The geoid height was determined by GEOID03.
 SL0823
 SL0823.The dynamic height is computed by dividing the NAVD 88
 SL0823.geopotential number by the normal gravity value computed on the
 SL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0823.degrees latitude (g = 980.6199 gals.).
 SL0823
 SL0823.The modeled gravity was interpolated from observed gravity values.
 SL0823
 SL0823;                    North         East    Units  Estimated Accuracy
 SL0823;SPC ND N     -   111,150.      803,760.      MT  (+/- 180 meters Scaled)
 SL0823
 SL0823                          SUPERSEDED SURVEY CONTROL
 SL0823
 SL0823  NGVD 29 (??/??/92)  381.885  (m)         1252.90   (f) ADJ UNCH    1 2
 SL0823
 SL0823.Superseded values are not recommended for survey control.
 SL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0823.See file dsdata.txt to determine how the superseded data were derived.
 SL0823
 SL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU917133(NAD 83)
 SL0823_MARKER: DB = BENCH MARK DISK
 SL0823_SETTING: 66 = SET IN ROCK OUTCROP
 SL0823_SP_SET: OUTCROP
 SL0823_STAMPING: G 263 1963
 SL0823_MARK LOGO: CGS   
 SL0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL0823+STABILITY: POSITION/ELEVATION WELL
 SL0823
 SL0823  HISTORY     - Date     Condition        Report By
 SL0823  HISTORY     - 1963     MONUMENTED       CGS
 SL0823  HISTORY     - 1982     GOOD             NGS
 SL0823
 SL0823                          STATION DESCRIPTION
 SL0823
 SL0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0823'5.4 MI SE FROM NIAGARA.
 SL0823'ABOUT 5.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0823'STATION AT NIAGARA, IN S 24, R 56 W, T 152 N, 2 POLES SOUTHEAST OF
 SL0823'MILEPOST 33, SET IN THE TOP OF A 4 X 7 FOOT GRANITE OUTCROP, 81 FEET
 SL0823'NORTHEAST OF THE NORTHEAST RAIL, 46 FEET EAST OF A DOUBLE TELEGRAPH
 SL0823'POLE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, 1.0 FOOT NORTHEAST
 SL0823'OF THE SOUTHWEST EDGE OF THE OUTCROP, 0.9 FOOT SOUTHEAST OF THE
 SL0823'NORTHWEST EDGE OF THE OUTCROP, AND ABOUT 15 FEET BELOW THE LEVEL OF
 SL0823'THE TRACK.  NOTE-- THIS MARK IS 0.8 MILE NORTHWEST OF F 263 1963 WHICH
 SL0823'IS DESCRIBED FROM LARIMORE.
 SL0823
 SL0823                          STATION RECOVERY (1982)
 SL0823
 SL0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0823'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0823'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL0823'COUNTY ROAD 4 IN LARIMORE, TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL0823'12.1 KM (7.55 MI) EAST ALONG U.S. HIGHWAY 2, ALSO 0.3 KM (0.2 MI)
 SL0823'SOUTHEAST OF A GRAVEL ROAD CROSSING AND HIGHWAY MILE MARKER, SET IN
 SL0823'THE TOP OF A 1.2 BY 2.13 METERS (4.0 BY 7.0 FT) GRANITE BOULDER,
 SL0823'54.5 METERS (179.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE
 SL0823'OF THE HIGHWAY, 24.6 METERS (81.0 FT) NORTHEAST OF THE NORTHEAST RAIL,
 SL0823'AND 14.0 METERS (46.0 FT) EAST OF A DOUBLE TELEGRAPH POLE.
 SL0823'THE MARK IS 0.42 METERS  SE FROM A WITNESS POST.
 SL0823'THE MARK IS 4.5 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0385 ***********************************************************************
 TE0385  DESIGNATION -  G 264
 TE0385  PID         -  TE0385
 TE0385  STATE/COUNTY-  ND/NELSON
 TE0385  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0385
 TE0385                         *CURRENT SURVEY CONTROL
 TE0385  ___________________________________________________________________
 TE0385* NAD 83(1986)-  48 01 33.     (N)    098 09 44.     (W)     SCALED    
 TE0385* NAVD 88     -       464.145  (meters)    1522.78   (feet)  ADJUSTED  
 TE0385  ___________________________________________________________________
 TE0385  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE0385  DYNAMIC HT  -         464.223 (meters)    1523.04  (feet)  COMP
 TE0385  MODELED GRAV-     980,765.6   (mgal)                       NAVD 88
 TE0385
 TE0385  VERT ORDER  -  FIRST     CLASS II
 TE0385
 TE0385.The horizontal coordinates were scaled from a topographic map and have
 TE0385.an estimated accuracy of +/- 6 seconds.
 TE0385
 TE0385.The orthometric height was determined by differential leveling
 TE0385.and adjusted by the National Geodetic Survey in June 1991..
 TE0385
 TE0385.The geoid height was determined by GEOID03.
 TE0385
 TE0385.The dynamic height is computed by dividing the NAVD 88
 TE0385.geopotential number by the normal gravity value computed on the
 TE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0385.degrees latitude (g = 980.6199 gals.).
 TE0385
 TE0385.The modeled gravity was interpolated from observed gravity values.
 TE0385
 TE0385;                    North         East    Units  Estimated Accuracy
 TE0385;SPC ND N     -   116,700.      774,330.      MT  (+/- 180 meters Scaled)
 TE0385
 TE0385                          SUPERSEDED SURVEY CONTROL
 TE0385
 TE0385  NGVD 29 (??/??/92)  463.768  (m)         1521.55   (f) ADJ UNCH    1 2
 TE0385
 TE0385.Superseded values are not recommended for survey control.
 TE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0385.See file dsdata.txt to determine how the superseded data were derived.
 TE0385
 TE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU624195(NAD 83)
 TE0385_MARKER: DB = BENCH MARK DISK
 TE0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0385_STAMPING: G 264 1963
 TE0385_MARK LOGO: CGS   
 TE0385_PROJECTION: PROJECTING 3 CENTIMETERS
 TE0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0385+STABILITY: SURFACE MOTION
 TE0385
 TE0385  HISTORY     - Date     Condition        Report By
 TE0385  HISTORY     - 1963     MONUMENTED       CGS
 TE0385  HISTORY     - 1982     GOOD             NGS
 TE0385
 TE0385                          STATION DESCRIPTION
 TE0385
 TE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0385'1.95 MI W FROM MICHIGAN.
 TE0385'ABOUT 1.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0385'STATION AT MICHIGAN, IN S 31, R 58 W, T 153 N, 6 POLES WEST OF
 TE0385'MILEPOST 52, 106 FEET NORTHEAST OF THE CENTER OF A NORTH-SOUTH ROAD
 TE0385'CROSSING, 91 FEET EAST OF THE CENTERLINE OF THE ROAD, 58.5 FEET NORTH
 TE0385'OF THE NORTH RAIL, 6 FEET NORTHWEST OF THE MORE SOUTHERLY OF TWO
 TE0385'TELEGRAPH POLES, 5 FEET SOUTHWEST OF THE MORE NORTHERLY OF TWO
 TE0385'TELEGRAPH POLES, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TE0385'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE0385'PROJECTING 0.5 FOOT.
 TE0385
 TE0385                          STATION RECOVERY (1982)
 TE0385
 TE0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0385'12.9 KM (8.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0385'ROAD 5 IN PETERSBURG, THENCE 0.5 KM (0.3 MI) NORTH ALONG A GRAVEL ROAD
 TE0385'TO THE BURLINGTON NORTHERN RAILROAD CROSSING, 32.3 METERS (106.0 FT)
 TE0385'NORTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 27.7 METERS
 TE0385'(91.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD, 17.8 METERS (58.5 FT)
 TE0385'NORTH OF THE NORTH RAIL, 1.8 METERS (6.0 FT) NORTHWEST OF THE
 TE0385'SOUTHERNMOST OF TWO TELEPHONE POLES, AND 1.5 METERS (5.0 FT) SOUTHWEST
 TE0385'OF THE NORTHERNMOST OF TWO TELEPHONE POLES.
 TE0385'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TE0385'THE MARK IS 0.9 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0603 ***********************************************************************
 TE0603  DESIGNATION -  G 265
 TE0603  PID         -  TE0603
 TE0603  STATE/COUNTY-  ND/NELSON
 TE0603  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0603
 TE0603                         *CURRENT SURVEY CONTROL
 TE0603  ___________________________________________________________________
 TE0603* NAD 83(1986)-  48 04 34.     (N)    098 13 40.     (W)     SCALED    
 TE0603* NAVD 88     -       461.383  (meters)    1513.72   (feet)  ADJUSTED  
 TE0603  ___________________________________________________________________
 TE0603  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 TE0603  DYNAMIC HT  -         461.459 (meters)    1513.97  (feet)  COMP
 TE0603  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TE0603
 TE0603  VERT ORDER  -  SECOND    CLASS 0
 TE0603
 TE0603.The horizontal coordinates were scaled from a topographic map and have
 TE0603.an estimated accuracy of +/- 6 seconds.
 TE0603
 TE0603.The orthometric height was determined by differential leveling
 TE0603.and adjusted by the National Geodetic Survey in June 1991..
 TE0603
 TE0603.The geoid height was determined by GEOID03.
 TE0603
 TE0603.The dynamic height is computed by dividing the NAVD 88
 TE0603.geopotential number by the normal gravity value computed on the
 TE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0603.degrees latitude (g = 980.6199 gals.).
 TE0603
 TE0603.The modeled gravity was interpolated from observed gravity values.
 TE0603
 TE0603;                    North         East    Units  Estimated Accuracy
 TE0603;SPC ND N     -   122,140.      769,280.      MT  (+/- 180 meters Scaled)
 TE0603
 TE0603                          SUPERSEDED SURVEY CONTROL
 TE0603
 TE0603  NGVD 29 (??/??/92)  461.005  (m)         1512.48   (f) ADJ UNCH    2 0
 TE0603
 TE0603.Superseded values are not recommended for survey control.
 TE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0603.See file dsdata.txt to determine how the superseded data were derived.
 TE0603
 TE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU575250(NAD 83)
 TE0603_MARKER: DB = BENCH MARK DISK
 TE0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0603_STAMPING: G 265 1963
 TE0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0603+STABILITY: SURFACE MOTION
 TE0603
 TE0603  HISTORY     - Date     Condition        Report By
 TE0603  HISTORY     - 1963     MONUMENTED       CGS
 TE0603
 TE0603                          STATION DESCRIPTION
 TE0603
 TE0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0603'3.3 MI N FROM MAPES.
 TE0603'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0603'AT MAPES, THENCE 3.1 MILES NORTH ALONG GRAVELED COUNTY ROAD 22, IN S
 TE0603'16, R 59 W, T 153 N, 72 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.0
 TE0603'FEET EAST OF A T-JUNCTION OF FENCES, 1.5 FEET NORTH OF A METAL WITNESS
 TE0603'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0603'A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0471 ***********************************************************************
 TE0471  DESIGNATION -  G 266
 TE0471  PID         -  TE0471
 TE0471  STATE/COUNTY-  ND/WALSH
 TE0471  USGS QUAD   -  FAIRDALE (1972)
 TE0471
 TE0471                         *CURRENT SURVEY CONTROL
 TE0471  ___________________________________________________________________
 TE0471* NAD 83(1986)-  48 23 02.     (N)    098 13 51.     (W)     SCALED    
 TE0471* NAVD 88     -       474.521  (meters)    1556.82   (feet)  ADJUSTED  
 TE0471  ___________________________________________________________________
 TE0471  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 TE0471  DYNAMIC HT  -         474.616 (meters)    1557.14  (feet)  COMP
 TE0471  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 TE0471
 TE0471  VERT ORDER  -  SECOND    CLASS 0
 TE0471
 TE0471.The horizontal coordinates were scaled from a topographic map and have
 TE0471.an estimated accuracy of +/- 6 seconds.
 TE0471
 TE0471.The orthometric height was determined by differential leveling
 TE0471.and adjusted by the National Geodetic Survey in June 1991..
 TE0471
 TE0471.The geoid height was determined by GEOID03.
 TE0471
 TE0471.The dynamic height is computed by dividing the NAVD 88
 TE0471.geopotential number by the normal gravity value computed on the
 TE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0471.degrees latitude (g = 980.6199 gals.).
 TE0471
 TE0471.The modeled gravity was interpolated from observed gravity values.
 TE0471
 TE0471;                    North         East    Units  Estimated Accuracy
 TE0471;SPC ND N     -   156,340.      768,040.      MT  (+/- 180 meters Scaled)
 TE0471
 TE0471                          SUPERSEDED SURVEY CONTROL
 TE0471
 TE0471  NGVD 29 (??/??/92)  474.148  (m)         1555.60   (f) ADJ UNCH    2 0
 TE0471
 TE0471.Superseded values are not recommended for survey control.
 TE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0471.See file dsdata.txt to determine how the superseded data were derived.
 TE0471
 TE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU569592(NAD 83)
 TE0471_MARKER: DB = BENCH MARK DISK
 TE0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0471_STAMPING: G 266 1963
 TE0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0471+STABILITY: SURFACE MOTION
 TE0471
 TE0471  HISTORY     - Date     Condition        Report By
 TE0471  HISTORY     - 1963     MONUMENTED       CGS
 TE0471
 TE0471                          STATION DESCRIPTION
 TE0471
 TE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0471'7.2 MI S FROM FAIRDALE.
 TE0471'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0471'AT FAIRDALE, THENCE 2.0 MILES SOUTH ALONG GRAVELED COUNTY ROAD 22, IN
 TE0471'S 35, R 59 W, T 157 N, 77 FEET SOUTHEAST OF THE CENTER OF THE
 TE0471'INTERSECTION OF A TRACK ROAD, 66 FEET EAST OF THE CENTERLINE OF THE
 TE0471'ROAD, 39 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 1.5 FEET
 TE0471'NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE0471'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0599 ***********************************************************************
 TE0599  DESIGNATION -  G 267
 TE0599  PID         -  TE0599
 TE0599  STATE/COUNTY-  ND/WALSH
 TE0599  USGS QUAD   -  PELTO (1971)
 TE0599
 TE0599                         *CURRENT SURVEY CONTROL
 TE0599  ___________________________________________________________________
 TE0599* NAD 83(1986)-  48 14 18.     (N)    098 08 26.     (W)     SCALED    
 TE0599* NAVD 88     -       466.697  (meters)    1531.16   (feet)  ADJUSTED  
 TE0599  ___________________________________________________________________
 TE0599  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 TE0599  DYNAMIC HT  -         466.779 (meters)    1531.42  (feet)  COMP
 TE0599  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 TE0599
 TE0599  VERT ORDER  -  SECOND    CLASS 0
 TE0599
 TE0599.The horizontal coordinates were scaled from a topographic map and have
 TE0599.an estimated accuracy of +/- 6 seconds.
 TE0599
 TE0599.The orthometric height was determined by differential leveling
 TE0599.and adjusted by the National Geodetic Survey in June 1991..
 TE0599
 TE0599.The geoid height was determined by GEOID03.
 TE0599
 TE0599.The dynamic height is computed by dividing the NAVD 88
 TE0599.geopotential number by the normal gravity value computed on the
 TE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0599.degrees latitude (g = 980.6199 gals.).
 TE0599
 TE0599.The modeled gravity was interpolated from observed gravity values.
 TE0599
 TE0599;                    North         East    Units  Estimated Accuracy
 TE0599;SPC ND N     -   140,370.      775,220.      MT  (+/- 180 meters Scaled)
 TE0599
 TE0599                          SUPERSEDED SURVEY CONTROL
 TE0599
 TE0599  NGVD 29 (??/??/92)  466.319  (m)         1529.91   (f) ADJ UNCH    2 0
 TE0599
 TE0599.Superseded values are not recommended for survey control.
 TE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0599.See file dsdata.txt to determine how the superseded data were derived.
 TE0599
 TE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU638431(NAD 83)
 TE0599_MARKER: DB = BENCH MARK DISK
 TE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0599_STAMPING: G 267 1963
 TE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0599+STABILITY: SURFACE MOTION
 TE0599
 TE0599  HISTORY     - Date     Condition        Report By
 TE0599  HISTORY     - 1963     MONUMENTED       CGS
 TE0599
 TE0599                          STATION DESCRIPTION
 TE0599
 TE0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0599'9.5 MI NE FROM PELTO.
 TE0599'ABOUT 5.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0599'CROSSING AT PELTO, THENCE 4.0 MILES EAST ALONG GRAVELED COUNTY ROAD
 TE0599'19, IN S 17, R 58 W, T 155 N, 74 FEET NORTHEAST OF THE CENTER OF THE
 TE0599'INTERSECTION OF A NORTH-SOUTH ROAD, 63 FEET NORTH OF THE CENTERLINE OF
 TE0599'THE ROAD, 39 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 7
 TE0599'FEET EAST OF A TELEPHONE POLE, 4.0 FEET WEST OF A FENCE CORNER, 1.5
 TE0599'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TE0599'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0599'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0597 ***********************************************************************
 TD0597  DESIGNATION -  G 268
 TD0597  PID         -  TD0597
 TD0597  STATE/COUNTY-  ND/NELSON
 TD0597  USGS QUAD   -  DAHLEN (1971)
 TD0597
 TD0597                         *CURRENT SURVEY CONTROL
 TD0597  ___________________________________________________________________
 TD0597* NAD 83(1986)-  48 08 12.     (N)    097 59 22.     (W)     SCALED    
 TD0597* NAVD 88     -       465.402  (meters)    1526.91   (feet)  ADJUSTED  
 TD0597  ___________________________________________________________________
 TD0597  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 TD0597  DYNAMIC HT  -         465.481 (meters)    1527.17  (feet)  COMP
 TD0597  MODELED GRAV-     980,766.0   (mgal)                       NAVD 88
 TD0597
 TD0597  VERT ORDER  -  SECOND    CLASS 0
 TD0597
 TD0597.The horizontal coordinates were scaled from a topographic map and have
 TD0597.an estimated accuracy of +/- 6 seconds.
 TD0597
 TD0597.The orthometric height was determined by differential leveling
 TD0597.and adjusted by the National Geodetic Survey in June 1991..
 TD0597
 TD0597.The geoid height was determined by GEOID03.
 TD0597
 TD0597.The dynamic height is computed by dividing the NAVD 88
 TD0597.geopotential number by the normal gravity value computed on the
 TD0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0597.degrees latitude (g = 980.6199 gals.).
 TD0597
 TD0597.The modeled gravity was interpolated from observed gravity values.
 TD0597
 TD0597;                    North         East    Units  Estimated Accuracy
 TD0597;SPC ND N     -   129,420.      786,810.      MT  (+/- 180 meters Scaled)
 TD0597
 TD0597                          SUPERSEDED SURVEY CONTROL
 TD0597
 TD0597  NGVD 29 (??/??/92)  465.027  (m)         1525.68   (f) ADJ UNCH    2 0
 TD0597
 TD0597.Superseded values are not recommended for survey control.
 TD0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0597.See file dsdata.txt to determine how the superseded data were derived.
 TD0597
 TD0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU751319(NAD 83)
 TD0597_MARKER: DB = BENCH MARK DISK
 TD0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0597_STAMPING: G 268 1963
 TD0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0597+STABILITY: SURFACE MOTION
 TD0597
 TD0597  HISTORY     - Date     Condition        Report By
 TD0597  HISTORY     - 1963     MONUMENTED       CGS
 TD0597  HISTORY     - 1968     GOOD             USAF
 TD0597
 TD0597                          STATION DESCRIPTION
 TD0597
 TD0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0597'4.4 MI SW FROM DAHLEN.
 TD0597'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0597'DAHLEN, THENCE 1.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 28,
 TD0597'R 57 W, T 154 N, 73 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 TD0597'OF AN EAST-WEST ROAD, 57 FEET EAST OF THE CENTERLINE OF THE NORTH
 TD0597'SOUTH ROAD, 44.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 TD0597'5.0 FEET EAST OF A POWER POLE BRACED BY A GUY WIRE, 1.5 FEET NORTH OF
 TD0597'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 TD0597'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TD0597
 TD0597                          STATION RECOVERY (1968)
 TD0597
 TD0597'RECOVERY NOTE BY US AIR FORCE 1968
 TD0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0570 ***********************************************************************
 TD0570  DESIGNATION -  G 269
 TD0570  PID         -  TD0570
 TD0570  STATE/COUNTY-  ND/GRAND FORKS
 TD0570  USGS QUAD   -  FORDVILLE SE (1963)
 TD0570
 TD0570                         *CURRENT SURVEY CONTROL
 TD0570  ___________________________________________________________________
 TD0570* NAD 83(1996)-  48 03 52.65174(N)    097 51 39.01614(W)     ADJUSTED  
 TD0570* NAVD 88     -       418.897  (meters)    1374.33   (feet)  ADJUSTED  
 TD0570  ___________________________________________________________________
 TD0570  LAPLACE CORR-          -9.19  (seconds)                    DEFLEC99
 TD0570  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 TD0570  DYNAMIC HT  -         418.969 (meters)    1374.57  (feet)  COMP
 TD0570  MODELED GRAV-     980,771.6   (mgal)                       NAVD 88
 TD0570
 TD0570  HORZ ORDER  -  SECOND
 TD0570  VERT ORDER  -  SECOND    CLASS 0
 TD0570
 TD0570.The horizontal coordinates were established by classical geodetic methods
 TD0570.and adjusted by the National Geodetic Survey in January 1998..
 TD0570
 TD0570.The orthometric height was determined by differential leveling
 TD0570.and adjusted by the National Geodetic Survey in June 1991..
 TD0570
 TD0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0570
 TD0570.The geoid height was determined by GEOID03.
 TD0570
 TD0570.The dynamic height is computed by dividing the NAVD 88
 TD0570.geopotential number by the normal gravity value computed on the
 TD0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0570.degrees latitude (g = 980.6199 gals.).
 TD0570
 TD0570.The modeled gravity was interpolated from observed gravity values.
 TD0570
 TD0570;                    North         East     Units Scale Factor Converg.
 TD0570;SPC ND N     -   121,736.476   796,651.192   MT  0.99993590   +1 57 50.0
 TD0570;SPC ND N     -   399,397.89  2,613,685.01   iFT  0.99993590   +1 57 50.0
 TD0570;UTM  14      - 5,324,110.782   584,869.603   MT  0.99968850   +0 50 50.9
 TD0570
 TD0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0570!SPC ND N     -   0.99993834  x   0.99993590  =   0.99987424
 TD0570!UTM  14      -   0.99993834  x   0.99968850  =   0.99962686
 TD0570
 TD0570                          SUPERSEDED SURVEY CONTROL
 TD0570
 TD0570  NAD 83(1986)-  48 03 52.65000(N)    097 51 39.01442(W) AD(       ) 2
 TD0570  NAD 27      -  48 03 52.67471(N)    097 51 37.67850(W) AD(       ) 2
 TD0570  NGVD 29 (??/??/92)  418.537  (m)         1373.15   (f) ADJ UNCH    2 0
 TD0570
 TD0570.Superseded values are not recommended for survey control.
 TD0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0570.See file dsdata.txt to determine how the superseded data were derived.
 TD0570
 TD0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8487024111(NAD 83)
 TD0570_MARKER: DB = BENCH MARK DISK
 TD0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0570_STAMPING: G 269 1963
 TD0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0570+STABILITY: SURFACE MOTION
 TD0570
 TD0570  HISTORY     - Date     Condition        Report By
 TD0570  HISTORY     - 1963     MONUMENTED       CGS
 TD0570  HISTORY     - 1967     GOOD             CGS
 TD0570  HISTORY     - 1967     GOOD             NGS
 TD0570  HISTORY     - 1983     GOOD             LOCSUR
 TD0570
 TD0570                          STATION DESCRIPTION
 TD0570
 TD0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0570'4.8 MI N FROM NIAGARA.
 TD0570'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TD0570'STATION AT NIAGARA, THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 32, IN
 TD0570'S 17, R 56 W, T 153 N, 118 FEET NORTHWEST OF THE CENTER OF THE
 TD0570'INTERSECTION OF AN EAST-WEST ROAD, 100 FEET WEST OF THE CENTERLINE OF
 TD0570'THE HIGHWAY, 62 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 TD0570'39.5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 24 FEET NORTH OF A
 TD0570'FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TD0570'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TD0570'FOOT.
 TD0570
 TD0570                          STATION RECOVERY (1967)
 TD0570
 TD0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TD0570'BENCH MARK G 269 IS A STANDARD DISK, STAMPED G 269 1963, SET
 TD0570'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD0570'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 100 FEET
 TD0570'WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 63 FEET NORTH
 TD0570'OF THE GRAVELED ROAD, 18.5 FEET NORTH OF THE POWER LINE
 TD0570'POLE, 1.4 FEET NORTH OF A WITNESS POST AND ABOUT THE SAME
 TD0570'ELEVATION AS STATION FORKS.
 TD0570
 TD0570                          STATION RECOVERY (1967)
 TD0570
 TD0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TD0570'RECOVERED IN GOOD CONDITION.
 TD0570
 TD0570                          STATION RECOVERY (1983)
 TD0570
 TD0570'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0104 ***********************************************************************
 RQ0104  DESIGNATION -  G 27
 RQ0104  PID         -  RQ0104
 RQ0104  STATE/COUNTY-  ND/LA MOURE
 RQ0104  USGS QUAD   -  BERLIN (1956)
 RQ0104
 RQ0104                         *CURRENT SURVEY CONTROL
 RQ0104  ___________________________________________________________________
 RQ0104* NAD 83(1986)-  46 28 54.     (N)    098 26 12.     (W)     SCALED    
 RQ0104* NAVD 88     -       410.299  (meters)    1346.12   (feet)  ADJUSTED  
 RQ0104  ___________________________________________________________________
 RQ0104  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 RQ0104  DYNAMIC HT  -         410.303 (meters)    1346.14  (feet)  COMP
 RQ0104  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 RQ0104
 RQ0104  VERT ORDER  -  FIRST     CLASS II
 RQ0104
 RQ0104.The horizontal coordinates were scaled from a topographic map and have
 RQ0104.an estimated accuracy of +/- 6 seconds.
 RQ0104
 RQ0104.The orthometric height was determined by differential leveling
 RQ0104.and adjusted by the National Geodetic Survey in June 1991..
 RQ0104
 RQ0104.The geoid height was determined by GEOID03.
 RQ0104
 RQ0104.The dynamic height is computed by dividing the NAVD 88
 RQ0104.geopotential number by the normal gravity value computed on the
 RQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0104.degrees latitude (g = 980.6199 gals.).
 RQ0104
 RQ0104.The modeled gravity was interpolated from observed gravity values.
 RQ0104
 RQ0104;                    North         East    Units  Estimated Accuracy
 RQ0104;SPC ND S     -    92,670.      758,420.      MT  (+/- 180 meters Scaled)
 RQ0104
 RQ0104                          SUPERSEDED SURVEY CONTROL
 RQ0104
 RQ0104  NGVD 29 (??/??/92)  409.952  (m)         1344.98   (f) ADJ UNCH    1 2
 RQ0104
 RQ0104.Superseded values are not recommended for survey control.
 RQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0104.See file dsdata.txt to determine how the superseded data were derived.
 RQ0104
 RQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS432477(NAD 83)
 RQ0104_MARKER: DB = BENCH MARK DISK
 RQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0104_STAMPING: G 27 1934
 RQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0104+STABILITY: SURFACE MOTION
 RQ0104
 RQ0104  HISTORY     - Date     Condition        Report By
 RQ0104  HISTORY     - 1934     MONUMENTED       CGS
 RQ0104
 RQ0104                          STATION DESCRIPTION
 RQ0104
 RQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0104'4.2 MI SE FROM DICKEY.
 RQ0104'4.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0104'STATION AT DICKEY, LA MOURE COUNTY, ABOUT 3 POLES NORTHWEST OF
 RQ0104'MILEPOST 37, AT A ROAD CROSSING, ABOUT 105 FEET SOUTHEAST OF THE
 RQ0104'CENTER LINE OF THE ROAD, 33 FEET NORTHEAST OF THE CENTER LINE OF THE
 RQ0104'TRACK, 5 FEET NORTHWEST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A
 RQ0104'STANDARD DISK, STAMPED G 27 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0104'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1227 ***********************************************************************
 SL1227  DESIGNATION -  G 270
 SL1227  PID         -  SL1227
 SL1227  STATE/COUNTY-  ND/GRAND FORKS
 SL1227  USGS QUAD   -  NIAGARA (1963)
 SL1227
 SL1227                         *CURRENT SURVEY CONTROL
 SL1227  ___________________________________________________________________
 SL1227* NAD 83(1986)-  47 59 54.     (N)    097 49 04.     (W)     SCALED    
 SL1227* NAVD 88     -       411.182  (meters)    1349.02   (feet)  ADJUSTED  
 SL1227  ___________________________________________________________________
 SL1227  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 SL1227  DYNAMIC HT  -         411.250 (meters)    1349.24  (feet)  COMP
 SL1227  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 SL1227
 SL1227  VERT ORDER  -  SECOND    CLASS 0
 SL1227
 SL1227.The horizontal coordinates were scaled from a topographic map and have
 SL1227.an estimated accuracy of +/- 6 seconds.
 SL1227
 SL1227.The orthometric height was determined by differential leveling
 SL1227.and adjusted by the National Geodetic Survey in June 1991..
 SL1227
 SL1227.The geoid height was determined by GEOID03.
 SL1227
 SL1227.The dynamic height is computed by dividing the NAVD 88
 SL1227.geopotential number by the normal gravity value computed on the
 SL1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1227.degrees latitude (g = 980.6199 gals.).
 SL1227
 SL1227.The modeled gravity was interpolated from observed gravity values.
 SL1227
 SL1227;                    North         East    Units  Estimated Accuracy
 SL1227;SPC ND N     -   114,480.      800,120.      MT  (+/- 180 meters Scaled)
 SL1227
 SL1227                          SUPERSEDED SURVEY CONTROL
 SL1227
 SL1227  NGVD 29 (??/??/92)  410.81   (m)         1347.8    (f) COMPUTED    2 0
 SL1227
 SL1227.Superseded values are not recommended for survey control.
 SL1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1227.See file dsdata.txt to determine how the superseded data were derived.
 SL1227
 SL1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU881167(NAD 83)
 SL1227_MARKER: DB = BENCH MARK DISK
 SL1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1227_STAMPING: G 270 1963
 SL1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1227+STABILITY: SURFACE MOTION
 SL1227
 SL1227  HISTORY     - Date     Condition        Report By
 SL1227  HISTORY     - 1963     MONUMENTED       CGS
 SL1227  HISTORY     - 1967     GOOD             NGS
 SL1227
 SL1227                          STATION DESCRIPTION
 SL1227
 SL1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1227'3.2 MI NE FROM NIAGARA.
 SL1227'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SL1227'STATION AT NIAGARA, THENCE 3.5 MILES EAST ALONG U.S. HIGHWAY 2, IN S
 SL1227'10, R 56 W, T 152 N, 130 FEET SOUTHEAST OF THE CENTER OF THE
 SL1227'INTERSECTION OF A NORTH-SOUTH ROAD, 100 FEET SOUTH OF THE CENTERLINE
 SL1227'OF THE HIGHWAY, 67 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.5 FEET
 SL1227'SOUTH OF POWER POLE NO. 45 WHICH IS BRACED BY TWO GUY WIRES, 1.5 FEET
 SL1227'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 SL1227'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL1227
 SL1227                          STATION RECOVERY (1967)
 SL1227
 SL1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SL1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1075 ***********************************************************************
 TE1075  DESIGNATION -  G 271
 TE1075  PID         -  TE1075
 TE1075  STATE/COUNTY-  ND/RAMSEY
 TE1075  USGS QUAD   -  HAMPDEN (1970)
 TE1075
 TE1075                         *CURRENT SURVEY CONTROL
 TE1075  ___________________________________________________________________
 TE1075* NAD 83(1986)-  48 32 37.     (N)    098 41 17.     (W)     SCALED    
 TE1075* NAVD 88     -       477.012  (meters)    1565.00   (feet)  ADJUSTED  
 TE1075  ___________________________________________________________________
 TE1075  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE1075  DYNAMIC HT  -         477.108 (meters)    1565.31  (feet)  COMP
 TE1075  MODELED GRAV-     980,795.7   (mgal)                       NAVD 88
 TE1075
 TE1075  VERT ORDER  -  SECOND    CLASS 0
 TE1075
 TE1075.The horizontal coordinates were scaled from a topographic map and have
 TE1075.an estimated accuracy of +/- 6 seconds.
 TE1075
 TE1075.The orthometric height was determined by differential leveling
 TE1075.and adjusted by the National Geodetic Survey in June 1991..
 TE1075
 TE1075.The geoid height was determined by GEOID03.
 TE1075
 TE1075.The dynamic height is computed by dividing the NAVD 88
 TE1075.geopotential number by the normal gravity value computed on the
 TE1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1075.degrees latitude (g = 980.6199 gals.).
 TE1075
 TE1075.The modeled gravity was interpolated from observed gravity values.
 TE1075
 TE1075;                    North         East    Units  Estimated Accuracy
 TE1075;SPC ND N     -   173,200.      733,770.      MT  (+/- 180 meters Scaled)
 TE1075
 TE1075                          SUPERSEDED SURVEY CONTROL
 TE1075
 TE1075  NGVD 29 (??/??/92)  476.619  (m)         1563.71   (f) ADJ UNCH    2 0
 TE1075
 TE1075.Superseded values are not recommended for survey control.
 TE1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1075.See file dsdata.txt to determine how the superseded data were derived.
 TE1075
 TE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU230767(NAD 83)
 TE1075_MARKER: DB = BENCH MARK DISK
 TE1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1075_STAMPING: G 271 1963
 TE1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1075+STABILITY: SURFACE MOTION
 TE1075
 TE1075  HISTORY     - Date     Condition        Report By
 TE1075  HISTORY     - 1963     MONUMENTED       CGS
 TE1075
 TE1075                          STATION DESCRIPTION
 TE1075
 TE1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1075'1.9 MI W FROM HAMPDEN.
 TE1075'ABOUT 1.9 MILES WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1075'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 6, R 62 W, T 158
 TE1075'N, 71.5 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A DIRT
 TE1075'ROAD AND A GRAVELED ROAD, 48 FEET WEST OF THE CENTERLINE OF THE ROAD
 TE1075'LEADING SOUTH, 53 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 TE1075'WEST, 16 FEET WEST OF A FENCE CORNER, 1.9 FEET NORTH OF A FENCE, 1.9
 TE1075'FEET EAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 TE1075'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0764 ***********************************************************************
 TE0764  DESIGNATION -  G 272
 TE0764  PID         -  TE0764
 TE0764  STATE/COUNTY-  ND/RAMSEY
 TE0764  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0764
 TE0764                         *CURRENT SURVEY CONTROL
 TE0764  ___________________________________________________________________
 TE0764* NAD 83(1986)-  48 24 49.     (N)    098 45 52.     (W)     SCALED    
 TE0764* NAVD 88     -       458.700  (meters)    1504.92   (feet)  ADJUSTED  
 TE0764  ___________________________________________________________________
 TE0764  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 TE0764  DYNAMIC HT  -         458.790 (meters)    1505.21  (feet)  COMP
 TE0764  MODELED GRAV-     980,790.8   (mgal)                       NAVD 88
 TE0764
 TE0764  VERT ORDER  -  SECOND    CLASS 0
 TE0764
 TE0764.The horizontal coordinates were scaled from a topographic map and have
 TE0764.an estimated accuracy of +/- 6 seconds.
 TE0764
 TE0764.The orthometric height was determined by differential leveling
 TE0764.and adjusted by the National Geodetic Survey in June 1991..
 TE0764
 TE0764.The geoid height was determined by GEOID03.
 TE0764
 TE0764.The dynamic height is computed by dividing the NAVD 88
 TE0764.geopotential number by the normal gravity value computed on the
 TE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0764.degrees latitude (g = 980.6199 gals.).
 TE0764
 TE0764.The modeled gravity was interpolated from observed gravity values.
 TE0764
 TE0764;                    North         East    Units  Estimated Accuracy
 TE0764;SPC ND N     -   158,620.      728,460.      MT  (+/- 180 meters Scaled)
 TE0764
 TE0764                          SUPERSEDED SURVEY CONTROL
 TE0764
 TE0764  NGVD 29 (??/??/92)  458.316  (m)         1503.66   (f) ADJ UNCH    2 0
 TE0764
 TE0764.Superseded values are not recommended for survey control.
 TE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0764.See file dsdata.txt to determine how the superseded data were derived.
 TE0764
 TE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU174623(NAD 83)
 TE0764_MARKER: DB = BENCH MARK DISK
 TE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0764_STAMPING: G 272 1963
 TE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0764+STABILITY: SURFACE MOTION
 TE0764
 TE0764  HISTORY     - Date     Condition        Report By
 TE0764  HISTORY     - 1963     MONUMENTED       CGS
 TE0764
 TE0764                          STATION DESCRIPTION
 TE0764
 TE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0764'8.2 MI SE FROM STARKWEATHER.
 TE0764'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0764'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 5.5 MILES EAST ALONG
 TE0764'STATE HIGHWAY 17, IN S 15, R 63 W, T 157 N, ABOUT 0.5 MILE WEST OF A
 TE0764'GRAVELED ROAD INTERSECTION, AT A FARM ROAD INTERSECTION, 102 FEET
 TE0764'NORTH OF THE CENTERLINE OF THE HIGHWAY, 38 FEET NORTH OF THE WEST END
 TE0764'OF A 24-INCH PIPE CULVERT UNDER THE FARM ROAD LEADING NORTH, 20.5 FEET
 TE0764'WEST OF THE CENTERLINE OF THE FARM ROAD LEADING NORTH, 9.5 FEET WEST
 TE0764'OF A POWER POLE AND IN LINE WITH A ROW OF POLES, 2.0 FEET EAST OF A
 TE0764'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TE0764'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1058 ***********************************************************************
 TE1058  DESIGNATION -  G 273
 TE1058  PID         -  TE1058
 TE1058  STATE/COUNTY-  ND/RAMSEY
 TE1058  USGS QUAD   -  MUNICH SW (1971)
 TE1058
 TE1058                         *CURRENT SURVEY CONTROL
 TE1058  ___________________________________________________________________
 TE1058* NAD 83(1986)-  48 31 46.     (N)    098 55 33.     (W)     SCALED    
 TE1058* NAVD 88     -       462.950  (meters)    1518.86   (feet)  ADJUSTED  
 TE1058  ___________________________________________________________________
 TE1058  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE1058  DYNAMIC HT  -         463.044 (meters)    1519.17  (feet)  COMP
 TE1058  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 TE1058
 TE1058  VERT ORDER  -  SECOND    CLASS 0
 TE1058
 TE1058.The horizontal coordinates were scaled from a topographic map and have
 TE1058.an estimated accuracy of +/- 6 seconds.
 TE1058
 TE1058.The orthometric height was determined by differential leveling
 TE1058.and adjusted by the National Geodetic Survey in June 1991..
 TE1058
 TE1058.The geoid height was determined by GEOID03.
 TE1058
 TE1058.The dynamic height is computed by dividing the NAVD 88
 TE1058.geopotential number by the normal gravity value computed on the
 TE1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1058.degrees latitude (g = 980.6199 gals.).
 TE1058
 TE1058.The modeled gravity was interpolated from observed gravity values.
 TE1058
 TE1058;                    North         East    Units  Estimated Accuracy
 TE1058;SPC ND N     -   171,240.      716,250.      MT  (+/- 180 meters Scaled)
 TE1058
 TE1058                          SUPERSEDED SURVEY CONTROL
 TE1058
 TE1058  NGVD 29 (??/??/92)  462.559  (m)         1517.58   (f) ADJ UNCH    2 0
 TE1058
 TE1058.Superseded values are not recommended for survey control.
 TE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1058.See file dsdata.txt to determine how the superseded data were derived.
 TE1058
 TE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU054751(NAD 83)
 TE1058_MARKER: DB = BENCH MARK DISK
 TE1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1058_STAMPING: G 273 1963
 TE1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1058+STABILITY: SURFACE MOTION
 TE1058
 TE1058  HISTORY     - Date     Condition        Report By
 TE1058  HISTORY     - 1963     MONUMENTED       CGS
 TE1058
 TE1058                          STATION DESCRIPTION
 TE1058
 TE1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1058'1.1 MI N FROM ST JOE.
 TE1058'ABOUT 1.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1058'RAILWAY STATION AT ST. JOE, IN S 9, R 64 W, T 158 N, ABOUT 1.0 MILE
 TE1058'SOUTH OF THE COUNTY LINE ROAD, 61 FEET SOUTHEAST OF THE CENTER OF THE
 TE1058'JUNCTION OF A GRAVELED ROAD LEADING EAST, 50 FEET SOUTH OF THE
 TE1058'CENTERLINE OF THE ROAD LEADING EAST, 37 FEET EAST OF THE CENTERLINE OF
 TE1058'THE ROAD LEADING SOUTH, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TE1058'6 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 TE1058'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0804 ***********************************************************************
 TE0804  DESIGNATION -  G 274
 TE0804  PID         -  TE0804
 TE0804  STATE/COUNTY-  ND/RAMSEY
 TE0804  USGS QUAD   -  CRARY NW (1971)
 TE0804
 TE0804                         *CURRENT SURVEY CONTROL
 TE0804  ___________________________________________________________________
 TE0804* NAD 83(1986)-  48 10 59.     (N)    098 39 36.     (W)     SCALED    
 TE0804* NAVD 88     -       453.257  (meters)    1487.06   (feet)  ADJUSTED  
 TE0804  ___________________________________________________________________
 TE0804  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE0804  DYNAMIC HT  -         453.338 (meters)    1487.33  (feet)  COMP
 TE0804  MODELED GRAV-     980,774.5   (mgal)                       NAVD 88
 TE0804
 TE0804  VERT ORDER  -  SECOND    CLASS 0
 TE0804
 TE0804.The horizontal coordinates were scaled from a topographic map and have
 TE0804.an estimated accuracy of +/- 6 seconds.
 TE0804
 TE0804.The orthometric height was determined by differential leveling
 TE0804.and adjusted by the National Geodetic Survey in June 1991..
 TE0804
 TE0804.The geoid height was determined by GEOID03.
 TE0804
 TE0804.The dynamic height is computed by dividing the NAVD 88
 TE0804.geopotential number by the normal gravity value computed on the
 TE0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0804.degrees latitude (g = 980.6199 gals.).
 TE0804
 TE0804.The modeled gravity was interpolated from observed gravity values.
 TE0804
 TE0804;                    North         East    Units  Estimated Accuracy
 TE0804;SPC ND N     -   133,170.      736,800.      MT  (+/- 180 meters Scaled)
 TE0804
 TE0804                          SUPERSEDED SURVEY CONTROL
 TE0804
 TE0804  NGVD 29 (??/??/92)  452.88   (m)         1485.8    (f) COMPUTED    2 0
 TE0804
 TE0804.Superseded values are not recommended for survey control.
 TE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0804.See file dsdata.txt to determine how the superseded data were derived.
 TE0804
 TE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU252367(NAD 83)
 TE0804_MARKER: DB = BENCH MARK DISK
 TE0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0804_STAMPING: G 274 1963
 TE0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0804+STABILITY: SURFACE MOTION
 TE0804
 TE0804  HISTORY     - Date     Condition        Report By
 TE0804  HISTORY     - 1963     MONUMENTED       CGS
 TE0804
 TE0804                          STATION DESCRIPTION
 TE0804
 TE0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0804'2.8 MI N FROM ROHRVILLE.
 TE0804'ABOUT 2.8 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0804'LINE RAILROAD AT ROHRVILLE, IN S 6, R 62 W, T 154 N, ABOUT 0.2 MILE
 TE0804'NORTH OF A GRAVELED ROAD INTERSECTION, 133 FEET SOUTH OF THE FIFTH
 TE0804'TELEPHONE POLE NORTH OF THE INTERSECTION, 60 FEET WEST OF THE
 TE0804'CENTERLINE OF THE ROAD, 2.0 FEET EAST OF A FENCE, 1.7 FEET NORTH OF A
 TE0804'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TE0804'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0839 ***********************************************************************
 TE0839  DESIGNATION -  G 275 RESET
 TE0839  PID         -  TE0839
 TE0839  STATE/COUNTY-  ND/RAMSEY
 TE0839  USGS QUAD   -  DERRICK SE (1972)
 TE0839
 TE0839                         *CURRENT SURVEY CONTROL
 TE0839  ___________________________________________________________________
 TE0839* NAD 83(1986)-  48 21 15.     (N)    098 33 07.     (W)     SCALED    
 TE0839* NAVD 88     -       457.70   (+/-2cm)    1501.6    (feet)  VERTCON   
 TE0839  ___________________________________________________________________
 TE0839  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 TE0839
 TE0839  VERT ORDER  -  THIRD (See Below)
 TE0839
 TE0839.The horizontal coordinates were scaled from a topographic map and have
 TE0839.an estimated accuracy of +/- 6 seconds.
 TE0839
 TE0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0839.The vertical order pertains to the NGVD 29 superseded value.
 TE0839
 TE0839.The geoid height was determined by GEOID03.
 TE0839
 TE0839;                    North         East    Units  Estimated Accuracy
 TE0839;SPC ND N     -   152,390.      744,350.      MT  (+/- 180 meters Scaled)
 TE0839
 TE0839                          SUPERSEDED SURVEY CONTROL
 TE0839
 TE0839  NGVD 29 (??/??/??)  457.33   (m)         1500.4    (f) RESET       3  
 TE0839
 TE0839.Superseded values are not recommended for survey control.
 TE0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0839.See file dsdata.txt to determine how the superseded data were derived.
 TE0839
 TE0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU331557(NAD 83)
 TE0839_MARKER: DB = BENCH MARK DISK
 TE0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0839_STAMPING: G 275 RESET 1968
 TE0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0839+STABILITY: SURFACE MOTION
 TE0839
 TE0839  HISTORY     - Date     Condition        Report By
 TE0839  HISTORY     - 1968     MONUMENTED       CGS
 TE0839
 TE0839                          STATION DESCRIPTION
 TE0839
 TE0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TE0839'8.5 MI SW FROM EDMORE.
 TE0839'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE GREAT NORTHERN
 TE0839'RAILWAY STATION IN EDMORE, THENCE 3.1 MILES WEST ALONG A GRAVEL AND
 TE0839'DIRT ROAD, THENCE 1.6 MILE WEST AND SOUTH ALONG COUNTY ROAD NO. 4,
 TE0839'THENCE 1 MILE WEST ALONG A GRAVEL ROAD, IN SECTION 6, RANGE 61 WEST,
 TE0839'TOWNSHIP 156 NORTH, THENCE 102 FEET NORTH OF THE CENTER LINE OF THE
 TE0839'ROAD, 5 FEET WEST OF A STEEL POST IN THE FENCE LINE, 1.5 FEET EAST OF
 TE0839'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0900 ***********************************************************************
 TF0900  DESIGNATION -  G 276
 TF0900  PID         -  TF0900
 TF0900  STATE/COUNTY-  ND/WARD
 TF0900  USGS QUAD   -  BURLINGTON (1979)
 TF0900
 TF0900                         *CURRENT SURVEY CONTROL
 TF0900  ___________________________________________________________________
 TF0900* NAD 83(1986)-  48 15 22.     (N)    101 24 34.     (W)     SCALED    
 TF0900* NAVD 88     -       479.903  (meters)    1574.48   (feet)  ADJUSTED  
 TF0900  ___________________________________________________________________
 TF0900  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 TF0900  DYNAMIC HT  -         479.985 (meters)    1574.75  (feet)  COMP
 TF0900  MODELED GRAV-     980,767.0   (mgal)                       NAVD 88
 TF0900
 TF0900  VERT ORDER  -  FIRST     CLASS II
 TF0900
 TF0900.The horizontal coordinates were scaled from a topographic map and have
 TF0900.an estimated accuracy of +/- 6 seconds.
 TF0900
 TF0900.The orthometric height was determined by differential leveling
 TF0900.and adjusted by the National Geodetic Survey in June 1991..
 TF0900
 TF0900.The geoid height was determined by GEOID03.
 TF0900
 TF0900.The dynamic height is computed by dividing the NAVD 88
 TF0900.geopotential number by the normal gravity value computed on the
 TF0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0900.degrees latitude (g = 980.6199 gals.).
 TF0900
 TF0900.The modeled gravity was interpolated from observed gravity values.
 TF0900
 TF0900;                    North         East    Units  Estimated Accuracy
 TF0900;SPC ND N     -   140,060.      532,480.      MT  (+/- 180 meters Scaled)
 TF0900
 TF0900                          SUPERSEDED SURVEY CONTROL
 TF0900
 TF0900  NGVD 29 (??/??/92)  479.534  (m)         1573.27   (f) ADJ UNCH    1 2
 TF0900
 TF0900.Superseded values are not recommended for survey control.
 TF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0900.See file dsdata.txt to determine how the superseded data were derived.
 TF0900
 TF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU211475(NAD 83)
 TF0900_MARKER: DB = BENCH MARK DISK
 TF0900_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0900_SP_SET: 16 FT
 TF0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0900
 TF0900  HISTORY     - Date     Condition        Report By
 TF0900  HISTORY     - UNK      MONUMENTED       CGS
 TF0900  HISTORY     - 1963     GOOD             NGS
 TF0900  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF0900
 TF0900                          STATION DESCRIPTION
 TF0900
 TF0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0900'1.6 MI SE FROM BURLINGTON.
 TF0900'1.6 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0900'BURLINGTON, 49 FEET SOUTHEAST OF THE THIRD TELEPHONE POLE SOUTHEAST OF
 TF0900'MILEPOST 475, 44 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET
 TF0900'NORTHWEST OF A POWER POLE WITH LINE CROSSING OVER THE TRACK, 11 1/2
 TF0900'FEET NORTHWEST OF THE CENTER LINE OF A GATE TO A PASTURE, 1 FOOT
 TF0900'SOUTHWEST OF A FENCE, 1.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 TF0900'FEET BELOW THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER
 TF0900'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 TF0900'6-INCH TILE WHICH PROJECTS 8 INCHES.
 TF0900
 TF0900                          STATION RECOVERY (1981)
 TF0900
 TF0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1335 ***********************************************************************
 TF1335  DESIGNATION -  G 277
 TF1335  PID         -  TF1335
 TF1335  STATE/COUNTY-  ND/WARD
 TF1335  USGS QUAD   -  TOLLEY SE (1949)
 TF1335
 TF1335                         *CURRENT SURVEY CONTROL
 TF1335  ___________________________________________________________________
 TF1335* NAD 83(1986)-  48 30 09.     (N)    101 52 17.     (W)     SCALED    
 TF1335* NAVD 88     -       536.102  (meters)    1758.86   (feet)  ADJUSTED  
 TF1335  ___________________________________________________________________
 TF1335  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TF1335  DYNAMIC HT  -         536.202 (meters)    1759.19  (feet)  COMP
 TF1335  MODELED GRAV-     980,780.0   (mgal)                       NAVD 88
 TF1335
 TF1335  VERT ORDER  -  FIRST     CLASS II
 TF1335
 TF1335.The horizontal coordinates were scaled from a topographic map and have
 TF1335.an estimated accuracy of +/- 6 seconds.
 TF1335
 TF1335.The orthometric height was determined by differential leveling
 TF1335.and adjusted by the National Geodetic Survey in June 1991..
 TF1335
 TF1335.The geoid height was determined by GEOID03.
 TF1335
 TF1335.The dynamic height is computed by dividing the NAVD 88
 TF1335.geopotential number by the normal gravity value computed on the
 TF1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1335.degrees latitude (g = 980.6199 gals.).
 TF1335
 TF1335.The modeled gravity was interpolated from observed gravity values.
 TF1335
 TF1335;                    North         East    Units  Estimated Accuracy
 TF1335;SPC ND N     -   167,960.      498,670.      MT  (+/- 180 meters Scaled)
 TF1335
 TF1335                          SUPERSEDED SURVEY CONTROL
 TF1335
 TF1335  NGVD 29 (??/??/92)  535.702  (m)         1757.55   (f) ADJ UNCH    1 2
 TF1335
 TF1335.Superseded values are not recommended for survey control.
 TF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1335.See file dsdata.txt to determine how the superseded data were derived.
 TF1335
 TF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU879761(NAD 83)
 TF1335_MARKER: DB = BENCH MARK DISK
 TF1335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TF1335_SP_SET: CULVERT HEADWALL
 TF1335_STAMPING: G 277 1963
 TF1335_MARK LOGO: CGS   
 TF1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1335+STABILITY: SURFACE MOTION
 TF1335
 TF1335  HISTORY     - Date     Condition        Report By
 TF1335  HISTORY     - 1963     MONUMENTED       CGS
 TF1335  HISTORY     - 19850522 GOOD             NGS
 TF1335
 TF1335                          STATION DESCRIPTION
 TF1335
 TF1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1335'0.9 MI SE FROM DONNYBROOK.
 TF1335'ABOUT 0.9 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1335'AT DONNYBROOK, 8 POLES NORTHWEST OF MILE POST 503, 179 FEET SOUTH OF
 TF1335'THE SOUTH RAIL, 21 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 52,
 TF1335'83 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY, ABOUT
 TF1335'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE CENTER OF
 TF1335'THE TOP OF THE NORTH CONCRETE HEADWALL OF A DOUBLE CHANNEL CULVERT
 TF1335'UNDER THE HIGHWAY.
 TF1335
 TF1335                          STATION RECOVERY (1985)
 TF1335
 TF1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TF1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2399 ***********************************************************************
 TF2399  DESIGNATION -  G 277 RESET
 TF2399  PID         -  TF2399
 TF2399  STATE/COUNTY-  ND/WARD
 TF2399  USGS QUAD   -  TOLLEY SE (1949)
 TF2399
 TF2399                         *CURRENT SURVEY CONTROL
 TF2399  ___________________________________________________________________
 TF2399* NAD 83(1986)-  48 30 09.     (N)    101 52 17.     (W)     SCALED    
 TF2399* NAVD 88     -       536.04   (meters)    1758.7    (feet)  RESET     
 TF2399  ___________________________________________________________________
 TF2399  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TF2399
 TF2399  VERT ORDER  -  THIRD
 TF2399
 TF2399.The horizontal coordinates were scaled from a topographic map and have
 TF2399.an estimated accuracy of +/- 6 seconds.
 TF2399
 TF2399.The orthometric height was computed from unverified reset data.
 TF2399.No vertical observational check was made to the station.
 TF2399
 TF2399.The geoid height was determined by GEOID03.
 TF2399
 TF2399;                    North         East    Units  Estimated Accuracy
 TF2399;SPC ND N     -   167,960.      498,670.      MT  (+/- 180 meters Scaled)
 TF2399
 TF2399                          SUPERSEDED SURVEY CONTROL
 TF2399
 TF2399  NGVD 29 (11/04/04)  535.64   (m)         1757.3    (f) RESET       3  
 TF2399
 TF2399.Superseded values are not recommended for survey control.
 TF2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2399.See file dsdata.txt to determine how the superseded data were derived.
 TF2399
 TF2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU879761(NAD 83)
 TF2399_MARKER: DV = VERTICAL CONTROL DISK
 TF2399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TF2399_SP_SET: BRIDGE ABUTMENT
 TF2399_STAMPING: G 277 RESET 1985
 TF2399_MARK LOGO: NGS   
 TF2399_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF2399
 TF2399  HISTORY     - Date     Condition        Report By
 TF2399  HISTORY     - 1985     MONUMENTED       NGS
 TF2399
 TF2399                          STATION DESCRIPTION
 TF2399
 TF2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TF2399'0.9 MILE (1.4 KM) SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF2399'STATION IN DONNYBROOK, IN THE SOUTHWEST END OF NORTHWEST ABUTMENT OF
 TF2399'RAILROAD BRIDGE 503.30, 2.8 M (9.2 FT) SOUTHWEST OF CENTERLINE OF
 TF2399'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1564 ***********************************************************************
 TF1564  DESIGNATION -  G 278
 TF1564  PID         -  TF1564
 TF1564  STATE/COUNTY-  ND/WARD
 TF1564  USGS QUAD   -  NORMA (1948)
 TF1564
 TF1564                         *CURRENT SURVEY CONTROL
 TF1564  ___________________________________________________________________
 TF1564* NAD 83(1986)-  48 39 43.     (N)    101 58 24.     (W)     SCALED    
 TF1564* NAVD 88     -       588.268  (meters)    1930.01   (feet)  ADJUSTED  
 TF1564  ___________________________________________________________________
 TF1564  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF1564  DYNAMIC HT  -         588.381 (meters)    1930.38  (feet)  COMP
 TF1564  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 TF1564
 TF1564  VERT ORDER  -  SECOND    CLASS 0
 TF1564
 TF1564.The horizontal coordinates were scaled from a topographic map and have
 TF1564.an estimated accuracy of +/- 6 seconds.
 TF1564
 TF1564.The orthometric height was determined by differential leveling
 TF1564.and adjusted by the National Geodetic Survey in June 1991..
 TF1564
 TF1564.The geoid height was determined by GEOID03.
 TF1564
 TF1564.The dynamic height is computed by dividing the NAVD 88
 TF1564.geopotential number by the normal gravity value computed on the
 TF1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1564.degrees latitude (g = 980.6199 gals.).
 TF1564
 TF1564.The modeled gravity was interpolated from observed gravity values.
 TF1564
 TF1564;                    North         East    Units  Estimated Accuracy
 TF1564;SPC ND N     -   185,820.      491,470.      MT  (+/- 180 meters Scaled)
 TF1564
 TF1564                          SUPERSEDED SURVEY CONTROL
 TF1564
 TF1564  NGVD 29 (??/??/92)  587.883  (m)         1928.75   (f) ADJ UNCH    2 0
 TF1564
 TF1564.Superseded values are not recommended for survey control.
 TF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1564.See file dsdata.txt to determine how the superseded data were derived.
 TF1564
 TF1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU810941(NAD 83)
 TF1564_MARKER: DB = BENCH MARK DISK
 TF1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1564_STAMPING: G 278 1963
 TF1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1564+STABILITY: SURFACE MOTION
 TF1564
 TF1564  HISTORY     - Date     Condition        Report By
 TF1564  HISTORY     - 1963     MONUMENTED       CGS
 TF1564
 TF1564                          STATION DESCRIPTION
 TF1564
 TF1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1564'7.1 MI SE FROM KENMARE.
 TF1564'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1564'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U. S. HIGHWAY
 TF1564'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 1.0 MILE SOUTH
 TF1564'ALONG A GRAVELED ROAD, AT THE NORTHWEST CORNER OF A SMALL GROVE OF
 TF1564'TREES, 70 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 50 FEET
 TF1564'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 50 FEET EAST OF THE
 TF1564'CENTER LINE OF A GRAVELED ROAD, 7 FEET SOUTH OF A TELEPHONE POLE, 2.0
 TF1564'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TF1564'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1718 ***********************************************************************
 TF1718  DESIGNATION -  G 279
 TF1718  PID         -  TF1718
 TF1718  STATE/COUNTY-  ND/RENVILLE
 TF1718  USGS QUAD   -  GREENE (1949)
 TF1718
 TF1718                         *CURRENT SURVEY CONTROL
 TF1718  ___________________________________________________________________
 TF1718* NAD 83(1986)-  48 41 28.     (N)    101 40 10.     (W)     SCALED    
 TF1718* NAVD 88     -       530.968  (meters)    1742.02   (feet)  ADJUSTED  
 TF1718  ___________________________________________________________________
 TF1718  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF1718  DYNAMIC HT  -         531.077 (meters)    1742.38  (feet)  COMP
 TF1718  MODELED GRAV-     980,799.5   (mgal)                       NAVD 88
 TF1718
 TF1718  VERT ORDER  -  SECOND    CLASS 0
 TF1718
 TF1718.The horizontal coordinates were scaled from a topographic map and have
 TF1718.an estimated accuracy of +/- 6 seconds.
 TF1718
 TF1718.The orthometric height was determined by differential leveling
 TF1718.and adjusted by the National Geodetic Survey in June 1991..
 TF1718
 TF1718.The geoid height was determined by GEOID03.
 TF1718
 TF1718.The dynamic height is computed by dividing the NAVD 88
 TF1718.geopotential number by the normal gravity value computed on the
 TF1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1718.degrees latitude (g = 980.6199 gals.).
 TF1718
 TF1718.The modeled gravity was interpolated from observed gravity values.
 TF1718
 TF1718;                    North         East    Units  Estimated Accuracy
 TF1718;SPC ND N     -   188,680.      513,910.      MT  (+/- 180 meters Scaled)
 TF1718
 TF1718                          SUPERSEDED SURVEY CONTROL
 TF1718
 TF1718  NGVD 29 (??/??/92)  530.603  (m)         1740.82   (f) ADJ UNCH    2 0
 TF1718
 TF1718.Superseded values are not recommended for survey control.
 TF1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1718.See file dsdata.txt to determine how the superseded data were derived.
 TF1718
 TF1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU035965(NAD 83)
 TF1718_MARKER: DB = BENCH MARK DISK
 TF1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1718_STAMPING: G 279 1963
 TF1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1718+STABILITY: SURFACE MOTION
 TF1718
 TF1718  HISTORY     - Date     Condition        Report By
 TF1718  HISTORY     - 1963     MONUMENTED       CGS
 TF1718
 TF1718                          STATION DESCRIPTION
 TF1718
 TF1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1718'3.95 MI NE FROM GREENE.
 TF1718'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1718'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 1.1
 TF1718'MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE WEST OF A FARM HOUSE, 70
 TF1718'FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION, 58 FEET NORTH OF THE
 TF1718'CENTER LINE OF THE ROAD, 39 FEET WEST OF THE CENTER LINE OF A TRACK
 TF1718'ROAD, 42 1/2 FEET SOUTHEAST OF A POWER POLE, 12 FEET WEST OF A FENCE
 TF1718'CORNER, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL
 TF1718'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TF1718'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0060 ***********************************************************************
 TG0060  DESIGNATION -  G 280
 TG0060  PID         -  TG0060
 TG0060  STATE/COUNTY-  ND/BURKE
 TG0060  USGS QUAD   -  FLAXTON (1947)
 TG0060
 TG0060                         *CURRENT SURVEY CONTROL
 TG0060  ___________________________________________________________________
 TG0060* NAD 83(1986)-  48 54 52.     (N)    102 25 10.     (W)     SCALED    
 TG0060* NAVD 88     -       594.015  (meters)    1948.86   (feet)  ADJUSTED  
 TG0060  ___________________________________________________________________
 TG0060  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG0060  DYNAMIC HT  -         594.147 (meters)    1949.30  (feet)  COMP
 TG0060  MODELED GRAV-     980,813.0   (mgal)                       NAVD 88
 TG0060
 TG0060  VERT ORDER  -  FIRST     CLASS II
 TG0060
 TG0060.The horizontal coordinates were scaled from a topographic map and have
 TG0060.an estimated accuracy of +/- 6 seconds.
 TG0060
 TG0060.The orthometric height was determined by differential leveling
 TG0060.and adjusted by the National Geodetic Survey in June 1991..
 TG0060
 TG0060.The geoid height was determined by GEOID03.
 TG0060
 TG0060.The dynamic height is computed by dividing the NAVD 88
 TG0060.geopotential number by the normal gravity value computed on the
 TG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0060.degrees latitude (g = 980.6199 gals.).
 TG0060
 TG0060.The modeled gravity was interpolated from observed gravity values.
 TG0060
 TG0060;                    North         East    Units  Estimated Accuracy
 TG0060;SPC ND N     -   214,620.      459,320.      MT  (+/- 180 meters Scaled)
 TG0060
 TG0060                          SUPERSEDED SURVEY CONTROL
 TG0060
 TG0060  NGVD 29 (??/??/92)  593.606  (m)         1947.52   (f) ADJ UNCH    1 2
 TG0060
 TG0060.Superseded values are not recommended for survey control.
 TG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0060.See file dsdata.txt to determine how the superseded data were derived.
 TG0060
 TG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ890211(NAD 83)
 TG0060_MARKER: DB = BENCH MARK DISK
 TG0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0060_STAMPING: G 280 1963
 TG0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0060+STABILITY: SURFACE MOTION
 TG0060
 TG0060  HISTORY     - Date     Condition        Report By
 TG0060  HISTORY     - 1963     MONUMENTED       CGS
 TG0060
 TG0060                          STATION DESCRIPTION
 TG0060
 TG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0060'1.6 MI NW FROM FLAXTON.
 TG0060'ABOUT 1.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0060'AT FLAXTON, IN SECTION 25, T 163 N, R 91 W, AT A CROSSING OF THE
 TG0060'RAILROAD AND A PRIVATE ROAD, 92 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TG0060'84 FEET EAST OF MILE POST 542, 13 FEET NORTHWEST OF THE CENTER OF A
 TG0060'GATE, 2 FEET SOUTH OF A FENCE, 1.2 FEET NORTHWEST OF A METAL WITNESS
 TG0060'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF
 TG0060'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0312 ***********************************************************************
 TG0312  DESIGNATION -  G 282
 TG0312  PID         -  TG0312
 TG0312  STATE/COUNTY-  ND/WARD
 TG0312  USGS QUAD   -  KENMARE (1981)
 TG0312
 TG0312                         *CURRENT SURVEY CONTROL
 TG0312  ___________________________________________________________________
 TG0312* NAD 83(1986)-  48 42 14.     (N)    102 05 43.     (W)     SCALED    
 TG0312* NAVD 88     -       573.846  (meters)    1882.69   (feet)  ADJUSTED  
 TG0312  ___________________________________________________________________
 TG0312  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG0312  DYNAMIC HT  -         573.959 (meters)    1883.06  (feet)  COMP
 TG0312  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TG0312
 TG0312  VERT ORDER  -  SECOND    CLASS 0
 TG0312
 TG0312.The horizontal coordinates were scaled from a topographic map and have
 TG0312.an estimated accuracy of +/- 6 seconds.
 TG0312
 TG0312.The orthometric height was determined by differential leveling
 TG0312.and adjusted by the National Geodetic Survey in June 1991..
 TG0312
 TG0312.The geoid height was determined by GEOID03.
 TG0312
 TG0312.The dynamic height is computed by dividing the NAVD 88
 TG0312.geopotential number by the normal gravity value computed on the
 TG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0312.degrees latitude (g = 980.6199 gals.).
 TG0312
 TG0312.The modeled gravity was interpolated from observed gravity values.
 TG0312
 TG0312;                    North         East    Units  Estimated Accuracy
 TG0312;SPC ND N     -   190,660.      482,590.      MT  (+/- 180 meters Scaled)
 TG0312
 TG0312                          SUPERSEDED SURVEY CONTROL
 TG0312
 TG0312  NGVD 29 (??/??/92)  573.446  (m)         1881.38   (f) ADJ UNCH    2 0
 TG0312
 TG0312.Superseded values are not recommended for survey control.
 TG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0312.See file dsdata.txt to determine how the superseded data were derived.
 TG0312
 TG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP137986(NAD 83)
 TG0312_MARKER: DB = BENCH MARK DISK
 TG0312_SETTING: 80 = SET IN A BOULDER
 TG0312_SP_SET: BOULDER
 TG0312_STAMPING: G 282 1963
 TG0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0312+STABILITY: SURFACE MOTION
 TG0312
 TG0312  HISTORY     - Date     Condition        Report By
 TG0312  HISTORY     - 1963     MONUMENTED       CGS
 TG0312
 TG0312                          STATION DESCRIPTION
 TG0312
 TG0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0312'2.65 MI N FROM KENMARE.
 TG0312'ABOUT 2.65 MILES NORTH ALONG SOO LINE RAILROAD FROM THE STATION AT
 TG0312'KENMARE, IN SECTION 7, T 160 N, R 88 W, 11 POLES NORTH OF MILE POST
 TG0312'604, SET IN THE TOP OF A LARGE FLAT GRANITE BOULDER AT THE SOUTH END
 TG0312'OF A CUT, 89 FEET EAST OF THE EAST RAIL, 44 FEET EAST OF A FENCE, 4
 TG0312'FEET ABOVE THE LEVEL OF THE RAIL AND 43.7 FEET EAST OF A METAL WITNESS
 TG0312'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1407 ***********************************************************************
 TF1407  DESIGNATION -  G 283
 TF1407  PID         -  TF1407
 TF1407  STATE/COUNTY-  ND/RENVILLE
 TF1407  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1407
 TF1407                         *CURRENT SURVEY CONTROL
 TF1407  ___________________________________________________________________
 TF1407* NAD 83(1986)-  48 45 48.     (N)    101 45 34.     (W)     SCALED    
 TF1407* NAVD 88     -       531.396  (meters)    1743.42   (feet)  ADJUSTED  
 TF1407  ___________________________________________________________________
 TF1407  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 TF1407  DYNAMIC HT  -         531.517 (meters)    1743.82  (feet)  COMP
 TF1407  MODELED GRAV-     980,820.5   (mgal)                       NAVD 88
 TF1407
 TF1407  VERT ORDER  -  SECOND    CLASS 0
 TF1407
 TF1407.The horizontal coordinates were scaled from a topographic map and have
 TF1407.an estimated accuracy of +/- 6 seconds.
 TF1407
 TF1407.The orthometric height was determined by differential leveling
 TF1407.and adjusted by the National Geodetic Survey in June 1991..
 TF1407
 TF1407.The geoid height was determined by GEOID03.
 TF1407
 TF1407.The dynamic height is computed by dividing the NAVD 88
 TF1407.geopotential number by the normal gravity value computed on the
 TF1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1407.degrees latitude (g = 980.6199 gals.).
 TF1407
 TF1407.The modeled gravity was interpolated from observed gravity values.
 TF1407
 TF1407;                    North         East    Units  Estimated Accuracy
 TF1407;SPC ND N     -   196,820.      507,410.      MT  (+/- 180 meters Scaled)
 TF1407
 TF1407                          SUPERSEDED SURVEY CONTROL
 TF1407
 TF1407  NGVD 29 (??/??/92)  531.024  (m)         1742.20   (f) ADJ UNCH    2 0
 TF1407
 TF1407.Superseded values are not recommended for survey control.
 TF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1407.See file dsdata.txt to determine how the superseded data were derived.
 TF1407
 TF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV972048(NAD 83)
 TF1407_MARKER: DB = BENCH MARK DISK
 TF1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1407_STAMPING: G 283 1963
 TF1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1407+STABILITY: SURFACE MOTION
 TF1407
 TF1407  HISTORY     - Date     Condition        Report By
 TF1407  HISTORY     - 1963     MONUMENTED       CGS
 TF1407
 TF1407                          STATION DESCRIPTION
 TF1407
 TF1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1407'11.35 MI W FROM MOHALL.
 TF1407'ABOUT 11.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1407'MOHALL, IN SECTION 15, T 161 N, R 86 W, AT THE JUNCTION WITH A
 TF1407'GRAVELED ROAD LEADING NORTH, 102 FEET NORTH OF THE CENTER LINE OF THE
 TF1407'HIGHWAY 51 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 6 FEET
 TF1407'WEST OF A POWER POLE WHICH IS AT A FENCE CORNER, 5 FEET SOUTH OF A
 TF1407'WHITE POST, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF1407'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0685 ***********************************************************************
 TF0685  DESIGNATION -  G 284
 TF0685  PID         -  TF0685
 TF0685  STATE/COUNTY-  ND/BOTTINEAU
 TF0685  USGS QUAD   -  KUROKI (1951)
 TF0685
 TF0685                         *CURRENT SURVEY CONTROL
 TF0685  ___________________________________________________________________
 TF0685* NAD 83(1986)-  48 52 44.     (N)    101 12 45.     (W)     SCALED    
 TF0685* NAVD 88     -       461.028  (meters)    1512.56   (feet)  ADJUSTED  
 TF0685  ___________________________________________________________________
 TF0685  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0685  DYNAMIC HT  -         461.136 (meters)    1512.91  (feet)  COMP
 TF0685  MODELED GRAV-     980,830.1   (mgal)                       NAVD 88
 TF0685
 TF0685  VERT ORDER  -  SECOND    CLASS 0
 TF0685
 TF0685.The horizontal coordinates were scaled from a topographic map and have
 TF0685.an estimated accuracy of +/- 6 seconds.
 TF0685
 TF0685.The orthometric height was determined by differential leveling
 TF0685.and adjusted by the National Geodetic Survey in June 1991..
 TF0685
 TF0685.The geoid height was determined by GEOID03.
 TF0685
 TF0685.The dynamic height is computed by dividing the NAVD 88
 TF0685.geopotential number by the normal gravity value computed on the
 TF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0685.degrees latitude (g = 980.6199 gals.).
 TF0685
 TF0685.The modeled gravity was interpolated from observed gravity values.
 TF0685
 TF0685;                    North         East    Units  Estimated Accuracy
 TF0685;SPC ND N     -   209,150.      547,740.      MT  (+/- 180 meters Scaled)
 TF0685
 TF0685                          SUPERSEDED SURVEY CONTROL
 TF0685
 TF0685  NGVD 29 (??/??/92)  460.671  (m)         1511.38   (f) ADJ UNCH    2 0
 TF0685
 TF0685.Superseded values are not recommended for survey control.
 TF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0685.See file dsdata.txt to determine how the superseded data were derived.
 TF0685
 TF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV377163(NAD 83)
 TF0685_MARKER: DB = BENCH MARK DISK
 TF0685_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0685_SP_SET: 16 FT
 TF0685_STAMPING: G 284 1963
 TF0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0685
 TF0685  HISTORY     - Date     Condition        Report By
 TF0685  HISTORY     - 1963     MONUMENTED       CGS
 TF0685
 TF0685                          STATION DESCRIPTION
 TF0685
 TF0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0685'6.7 MI SW FROM KUROKI.
 TF0685'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0685'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0685'ROAD, AT A ROAD INTERSECTION, ABOUT 0.2 MILE NORTHEAST OF A FARM
 TF0685'HOUSE, IN SECTION 5, T 162 N, R 81 W, 59 FEET NORTH OF THE CENTER LINE
 TF0685'OF THE ROAD, 60 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2
 TF0685'1/2 FEET WEST OF A TELEPHONE POLE, 1.0 FOOT EAST OF A METAL WITNESS
 TF0685'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 TF0685'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND
 TF0685'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0859 ***********************************************************************
 TF0859  DESIGNATION -  G 285
 TF0859  PID         -  TF0859
 TF0859  STATE/COUNTY-  ND/BOTTINEAU
 TF0859  USGS QUAD   -  ANTLER NW (1950)
 TF0859
 TF0859                         *CURRENT SURVEY CONTROL
 TF0859  ___________________________________________________________________
 TF0859* NAD 83(1986)-  48 54 27.     (N)    101 25 52.     (W)     SCALED    
 TF0859* NAVD 88     -       486.087  (meters)    1594.77   (feet)  ADJUSTED  
 TF0859  ___________________________________________________________________
 TF0859  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0859  DYNAMIC HT  -         486.200 (meters)    1595.14  (feet)  COMP
 TF0859  MODELED GRAV-     980,827.4   (mgal)                       NAVD 88
 TF0859
 TF0859  VERT ORDER  -  SECOND    CLASS 0
 TF0859
 TF0859.The horizontal coordinates were scaled from a topographic map and have
 TF0859.an estimated accuracy of +/- 6 seconds.
 TF0859
 TF0859.The orthometric height was determined by differential leveling
 TF0859.and adjusted by the National Geodetic Survey in June 1991..
 TF0859
 TF0859.The geoid height was determined by GEOID03.
 TF0859
 TF0859.The dynamic height is computed by dividing the NAVD 88
 TF0859.geopotential number by the normal gravity value computed on the
 TF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0859.degrees latitude (g = 980.6199 gals.).
 TF0859
 TF0859.The modeled gravity was interpolated from observed gravity values.
 TF0859
 TF0859;                    North         East    Units  Estimated Accuracy
 TF0859;SPC ND N     -   212,500.      531,740.      MT  (+/- 180 meters Scaled)
 TF0859
 TF0859                          SUPERSEDED SURVEY CONTROL
 TF0859
 TF0859  NGVD 29 (??/??/92)  485.737  (m)         1593.62   (f) ADJ UNCH    2 0
 TF0859
 TF0859.Superseded values are not recommended for survey control.
 TF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0859.See file dsdata.txt to determine how the superseded data were derived.
 TF0859
 TF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV218200(NAD 83)
 TF0859_MARKER: DB = BENCH MARK DISK
 TF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0859_STAMPING: G 285 1963
 TF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0859+STABILITY: SURFACE MOTION
 TF0859
 TF0859  HISTORY     - Date     Condition        Report By
 TF0859  HISTORY     - 1963     MONUMENTED       CGS
 TF0859
 TF0859                          STATION DESCRIPTION
 TF0859
 TF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0859'11.05 MI SW FROM ANTLER.
 TF0859'ABOUT 0.25 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0859'RAILWAY STATION AT ANTLER, THENCE 6.8 MILES WEST ALONG A GRAVELED
 TF0859'ROAD, THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, OR 3.65 MILES EAST
 TF0859'ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT MOHALL, THENCE 10.0
 TF0859'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34, T 163 N, R 83 W, AT
 TF0859'AN INTERSECTION WITH A TRAIL ROAD, 154 FEET EAST OF THE CENTER LINE OF
 TF0859'THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, 1 1/2
 TF0859'FEET NORTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 4
 TF0859'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF0859'PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1451 ***********************************************************************
 TF1451  DESIGNATION -  G 286
 TF1451  PID         -  TF1451
 TF1451  STATE/COUNTY-  ND/RENVILLE
 TF1451  USGS QUAD   -  MOHALL (1980)
 TF1451
 TF1451                         *CURRENT SURVEY CONTROL
 TF1451  ___________________________________________________________________
 TF1451* NAD 83(1986)-  48 51 52.     (N)    101 33 44.     (W)     SCALED    
 TF1451* NAVD 88     -       494.324  (meters)    1621.79   (feet)  ADJUSTED  
 TF1451  ___________________________________________________________________
 TF1451  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TF1451  DYNAMIC HT  -         494.435 (meters)    1622.16  (feet)  COMP
 TF1451  MODELED GRAV-     980,818.6   (mgal)                       NAVD 88
 TF1451
 TF1451  VERT ORDER  -  SECOND    CLASS 0
 TF1451
 TF1451.The horizontal coordinates were scaled from a topographic map and have
 TF1451.an estimated accuracy of +/- 6 seconds.
 TF1451
 TF1451.The orthometric height was determined by differential leveling
 TF1451.and adjusted by the National Geodetic Survey in June 1991..
 TF1451
 TF1451.The geoid height was determined by GEOID03.
 TF1451
 TF1451.The dynamic height is computed by dividing the NAVD 88
 TF1451.geopotential number by the normal gravity value computed on the
 TF1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1451.degrees latitude (g = 980.6199 gals.).
 TF1451
 TF1451.The modeled gravity was interpolated from observed gravity values.
 TF1451
 TF1451;                    North         East    Units  Estimated Accuracy
 TF1451;SPC ND N     -   207,840.      522,070.      MT  (+/- 180 meters Scaled)
 TF1451
 TF1451                          SUPERSEDED SURVEY CONTROL
 TF1451
 TF1451  NGVD 29 (??/??/92)  493.960  (m)         1620.60   (f) ADJ UNCH    2 0
 TF1451
 TF1451.Superseded values are not recommended for survey control.
 TF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1451.See file dsdata.txt to determine how the superseded data were derived.
 TF1451
 TF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV120155(NAD 83)
 TF1451_MARKER: DB = BENCH MARK DISK
 TF1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1451_STAMPING: G 286 1963
 TF1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1451+STABILITY: SURFACE MOTION
 TF1451
 TF1451  HISTORY     - Date     Condition        Report By
 TF1451  HISTORY     - 1963     MONUMENTED       CGS
 TF1451
 TF1451                          STATION DESCRIPTION
 TF1451
 TF1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1451'9.35 MI NW FROM MOHALL.
 TF1451'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1451'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1451'WEST ALONG COUNTY ROAD 4, 0.3 MILES EAST OF THE SMALL COMMUNITY OF
 TF1451'LORAINE, 101 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 83
 TF1451'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 71 FEET WEST OF THE CENTER
 TF1451'LINE OF A GRAVELED ROAD, 19 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 7
 TF1451'1/2 FEET EAST OF A POWER POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF1451'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1697 ***********************************************************************
 TF1697  DESIGNATION -  G 287
 TF1697  PID         -  TF1697
 TF1697  STATE/COUNTY-  ND/RENVILLE
 TF1697  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1697
 TF1697                         *CURRENT SURVEY CONTROL
 TF1697  ___________________________________________________________________
 TF1697* NAD 83(1986)-  48 51 52.     (N)    101 46 51.     (W)     SCALED    
 TF1697* NAVD 88     -       541.348  (meters)    1776.07   (feet)  ADJUSTED  
 TF1697  ___________________________________________________________________
 TF1697  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 TF1697  DYNAMIC HT  -         541.466 (meters)    1776.46  (feet)  COMP
 TF1697  MODELED GRAV-     980,809.7   (mgal)                       NAVD 88
 TF1697
 TF1697  VERT ORDER  -  SECOND    CLASS 0
 TF1697
 TF1697.The horizontal coordinates were scaled from a topographic map and have
 TF1697.an estimated accuracy of +/- 6 seconds.
 TF1697
 TF1697.The orthometric height was determined by differential leveling
 TF1697.and adjusted by the National Geodetic Survey in June 1991..
 TF1697
 TF1697.The geoid height was determined by GEOID03.
 TF1697
 TF1697.The dynamic height is computed by dividing the NAVD 88
 TF1697.geopotential number by the normal gravity value computed on the
 TF1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1697.degrees latitude (g = 980.6199 gals.).
 TF1697
 TF1697.The modeled gravity was interpolated from observed gravity values.
 TF1697
 TF1697;                    North         East    Units  Estimated Accuracy
 TF1697;SPC ND N     -   208,080.      506,030.      MT  (+/- 180 meters Scaled)
 TF1697
 TF1697                          SUPERSEDED SURVEY CONTROL
 TF1697
 TF1697  NGVD 29 (??/??/92)  540.974  (m)         1774.85   (f) ADJ UNCH    2 0
 TF1697
 TF1697.Superseded values are not recommended for survey control.
 TF1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1697.See file dsdata.txt to determine how the superseded data were derived.
 TF1697
 TF1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV960161(NAD 83)
 TF1697_MARKER: DB = BENCH MARK DISK
 TF1697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1697_SP_SET: 8 1/2 FEET
 TF1697_STAMPING: G 287 1963
 TF1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1697
 TF1697  HISTORY     - Date     Condition        Report By
 TF1697  HISTORY     - 1963     MONUMENTED       CGS
 TF1697
 TF1697                          STATION DESCRIPTION
 TF1697
 TF1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1697'13.8 MI SW FROM SHERWOOD.
 TF1697'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1697'SHERWOOD, THENCE 7.0 MILES WEST ALONG COUNTY ROAD 4, OR ABOUT 0.25
 TF1697'MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT TOLLEY,
 TF1697'THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1697'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1697'ALONG A DIRT ROAD, THENCE 4.4 MILES NORTH ALONG COUNTY ROAD 3, THENCE
 TF1697'2.0 MILES EAST ALONG COUNTY ROAD 4, IN SECTION 13, T 162, R 86 W, 104
 TF1697'FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 81 FEET SOUTH OF
 TF1697'THE CENTER LINE OF COUNTY ROAD 4, 66 FEET EAST OF THE CENTER LINE OF A
 TF1697'GRAVELED ROAD LEADING SOUTH, 3 1/2 FEET EAST OF A BRACED TELEPHONE
 TF1697'POLE, 1.0 FOOT WEST OF A METAL WITNESS POST, AND ON THE TOP OF A
 TF1697'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 8 1/2 FEET AND
 TF1697'IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0121 ***********************************************************************
 SM0121  DESIGNATION -  G 288
 SM0121  PID         -  SM0121
 SM0121  STATE/COUNTY-  ND/NELSON
 SM0121  USGS QUAD   -  KLOTEN (1967)
 SM0121
 SM0121                         *CURRENT SURVEY CONTROL
 SM0121  ___________________________________________________________________
 SM0121* NAD 83(1986)-  47 40 21.     (N)    098 00 38.     (W)     SCALED    
 SM0121* NAVD 88     -       456.031  (meters)    1496.16   (feet)  ADJUSTED  
 SM0121  ___________________________________________________________________
 SM0121  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SM0121  DYNAMIC HT  -         456.090 (meters)    1496.36  (feet)  COMP
 SM0121  MODELED GRAV-     980,727.1   (mgal)                       NAVD 88
 SM0121
 SM0121  VERT ORDER  -  SECOND    CLASS 0
 SM0121
 SM0121.The horizontal coordinates were scaled from a topographic map and have
 SM0121.an estimated accuracy of +/- 6 seconds.
 SM0121
 SM0121.The orthometric height was determined by differential leveling
 SM0121.and adjusted by the National Geodetic Survey in June 1991..
 SM0121
 SM0121.The geoid height was determined by GEOID03.
 SM0121
 SM0121.The dynamic height is computed by dividing the NAVD 88
 SM0121.geopotential number by the normal gravity value computed on the
 SM0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0121.degrees latitude (g = 980.6199 gals.).
 SM0121
 SM0121.The modeled gravity was interpolated from observed gravity values.
 SM0121
 SM0121;                    North         East    Units  Estimated Accuracy
 SM0121;SPC ND N     -    77,790.      786,910.      MT  (+/- 180 meters Scaled)
 SM0121
 SM0121                          SUPERSEDED SURVEY CONTROL
 SM0121
 SM0121  NGVD 29 (??/??/92)  455.662  (m)         1494.95   (f) ADJ UNCH    2 0
 SM0121
 SM0121.Superseded values are not recommended for survey control.
 SM0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0121.See file dsdata.txt to determine how the superseded data were derived.
 SM0121
 SM0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT742803(NAD 83)
 SM0121_MARKER: DB = BENCH MARK DISK
 SM0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0121_STAMPING: G 288 1963
 SM0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0121+STABILITY: SURFACE MOTION
 SM0121
 SM0121  HISTORY     - Date     Condition        Report By
 SM0121  HISTORY     - 1963     MONUMENTED       CGS
 SM0121
 SM0121                          STATION DESCRIPTION
 SM0121
 SM0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0121'1.55 MI SW FROM ANETA.
 SM0121'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0121'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 1.0 MILE WEST
 SM0121'ALONG A GRAVELED ROAD, IN SECTION 31, T 149 N, R 57 W, 70 FEET NORTH
 SM0121'OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE LINE, 60 FEET
 SM0121'NORTHEAST OF A POWER POLE, 36 FEET NORTH OF AN EAST-WEST FENCE LINE,
 SM0121'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SM0121'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0294 ***********************************************************************
 SM0294  DESIGNATION -  G 289
 SM0294  PID         -  SM0294
 SM0294  STATE/COUNTY-  ND/NELSON
 SM0294  USGS QUAD   -  KLOTEN NW (1961)
 SM0294
 SM0294                         *CURRENT SURVEY CONTROL
 SM0294  ___________________________________________________________________
 SM0294* NAD 83(1986)-  47 42 31.     (N)    098 12 12.     (W)     SCALED    
 SM0294* NAVD 88     -       448.144  (meters)    1470.29   (feet)  ADJUSTED  
 SM0294  ___________________________________________________________________
 SM0294  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SM0294  DYNAMIC HT  -         448.215 (meters)    1470.52  (feet)  COMP
 SM0294  MODELED GRAV-     980,756.5   (mgal)                       NAVD 88
 SM0294
 SM0294  VERT ORDER  -  SECOND    CLASS 0
 SM0294
 SM0294.The horizontal coordinates were scaled from a topographic map and have
 SM0294.an estimated accuracy of +/- 6 seconds.
 SM0294
 SM0294.The orthometric height was determined by differential leveling
 SM0294.and adjusted by the National Geodetic Survey in June 1991..
 SM0294
 SM0294.The geoid height was determined by GEOID03.
 SM0294
 SM0294.The dynamic height is computed by dividing the NAVD 88
 SM0294.geopotential number by the normal gravity value computed on the
 SM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0294.degrees latitude (g = 980.6199 gals.).
 SM0294
 SM0294.The modeled gravity was interpolated from observed gravity values.
 SM0294
 SM0294;                    North         East    Units  Estimated Accuracy
 SM0294;SPC ND N     -    81,350.      772,320.      MT  (+/- 180 meters Scaled)
 SM0294
 SM0294                          SUPERSEDED SURVEY CONTROL
 SM0294
 SM0294  NGVD 29 (??/??/92)  447.790  (m)         1469.12   (f) ADJ UNCH    2 0
 SM0294
 SM0294.Superseded values are not recommended for survey control.
 SM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0294.See file dsdata.txt to determine how the superseded data were derived.
 SM0294
 SM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT597842(NAD 83)
 SM0294_MARKER: DB = BENCH MARK DISK
 SM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0294_STAMPING: G 289 1963
 SM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0294+STABILITY: SURFACE MOTION
 SM0294
 SM0294  HISTORY     - Date     Condition        Report By
 SM0294  HISTORY     - 1963     MONUMENTED       CGS
 SM0294
 SM0294                          STATION DESCRIPTION
 SM0294
 SM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0294'6.3 MI SW FROM MCVILLE.
 SM0294'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0294'AT MCVILLE, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD 35 TO THE
 SM0294'JUNCTION WITH A ROAD LEADING WEST, THENCE 2.0 MILES WEST ALONG A
 SM0294'COUNTY ROAD TO A INTERSECTION, 71 FEET NORTH OF THE CENTER LINE OF THE
 SM0294'EAST-WEST ROAD, 68 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 SM0294'ROAD, 4 FEET SOUTH OF A POWER POLE, 1.0 FOOT WEST OF A METAL WITNESS
 SM0294'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0294'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0559 ***********************************************************************
 RP0559  DESIGNATION -  G 29
 RP0559  PID         -  RP0559
 RP0559  STATE/COUNTY-  ND/RANSOM
 RP0559  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0559
 RP0559                         *CURRENT SURVEY CONTROL
 RP0559  ___________________________________________________________________
 RP0559* NAD 83(1986)-  46 33 52.     (N)    097 31 58.     (W)     SCALED    
 RP0559* NAVD 88     -       334.445  (meters)    1097.26   (feet)  ADJUSTED  
 RP0559  ___________________________________________________________________
 RP0559  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 RP0559  DYNAMIC HT  -         334.460 (meters)    1097.31  (feet)  COMP
 RP0559  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 RP0559
 RP0559  VERT ORDER  -  SECOND    CLASS 0
 RP0559
 RP0559.The horizontal coordinates were scaled from a topographic map and have
 RP0559.an estimated accuracy of +/- 6 seconds.
 RP0559
 RP0559.The orthometric height was determined by differential leveling
 RP0559.and adjusted by the National Geodetic Survey in June 1991..
 RP0559
 RP0559.The geoid height was determined by GEOID03.
 RP0559
 RP0559.The dynamic height is computed by dividing the NAVD 88
 RP0559.geopotential number by the normal gravity value computed on the
 RP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0559.degrees latitude (g = 980.6199 gals.).
 RP0559
 RP0559.The modeled gravity was interpolated from observed gravity values.
 RP0559
 RP0559;                    North         East    Units  Estimated Accuracy
 RP0559;SPC ND S     -   104,090.      827,440.      MT  (+/- 180 meters Scaled)
 RP0559
 RP0559                          SUPERSEDED SURVEY CONTROL
 RP0559
 RP0559  NGVD 29 (??/??/92)  334.137  (m)         1096.25   (f) ADJ UNCH    2 0
 RP0559
 RP0559.Superseded values are not recommended for survey control.
 RP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0559.See file dsdata.txt to determine how the superseded data were derived.
 RP0559
 RP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS124578(NAD 83)
 RP0559_MARKER: DB = BENCH MARK DISK
 RP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0559_STAMPING: G 29 1934
 RP0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0559+STABILITY: SURFACE MOTION
 RP0559
 RP0559  HISTORY     - Date     Condition        Report By
 RP0559  HISTORY     - 1934     MONUMENTED       CGS
 RP0559
 RP0559                          STATION DESCRIPTION
 RP0559
 RP0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0559'3.1 MI NW FROM ANSELM.
 RP0559'3.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RP0559'ANSELM, RANSOM COUNTY, 20 FEET NORTHEAST OF MILEPOST 252, 165 FEET
 RP0559'NORTHWEST OF A CROSSING SIGN, 47 FEET NORTHEAST OF THE CENTERLINE OF
 RP0559'THE TRACK, 4 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 46 FEET
 RP0559'NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED G 29 1934 AND SET IN
 RP0559'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0273 ***********************************************************************
 SM0273  DESIGNATION -  G 290
 SM0273  PID         -  SM0273
 SM0273  STATE/COUNTY-  ND/NELSON
 SM0273  USGS QUAD   -  BINFORD NW (1961)
 SM0273
 SM0273                         *CURRENT SURVEY CONTROL
 SM0273  ___________________________________________________________________
 SM0273* NAD 83(1986)-  47 44 40.     (N)    098 27 41.     (W)     SCALED    
 SM0273* NAVD 88     -       446.634  (meters)    1465.33   (feet)  ADJUSTED  
 SM0273  ___________________________________________________________________
 SM0273  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SM0273  DYNAMIC HT  -         446.702 (meters)    1465.55  (feet)  COMP
 SM0273  MODELED GRAV-     980,751.3   (mgal)                       NAVD 88
 SM0273
 SM0273  VERT ORDER  -  SECOND    CLASS 0
 SM0273
 SM0273.The horizontal coordinates were scaled from a topographic map and have
 SM0273.an estimated accuracy of +/- 6 seconds.
 SM0273
 SM0273.The orthometric height was determined by differential leveling
 SM0273.and adjusted by the National Geodetic Survey in June 1991..
 SM0273
 SM0273.The geoid height was determined by GEOID03.
 SM0273
 SM0273.The dynamic height is computed by dividing the NAVD 88
 SM0273.geopotential number by the normal gravity value computed on the
 SM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0273.degrees latitude (g = 980.6199 gals.).
 SM0273
 SM0273.The modeled gravity was interpolated from observed gravity values.
 SM0273
 SM0273;                    North         East    Units  Estimated Accuracy
 SM0273;SPC ND N     -    84,790.      752,860.      MT  (+/- 180 meters Scaled)
 SM0273
 SM0273                          SUPERSEDED SURVEY CONTROL
 SM0273
 SM0273  NGVD 29 (??/??/92)  446.278  (m)         1464.16   (f) ADJ UNCH    2 0
 SM0273
 SM0273.Superseded values are not recommended for survey control.
 SM0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0273.See file dsdata.txt to determine how the superseded data were derived.
 SM0273
 SM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT403880(NAD 83)
 SM0273_MARKER: DB = BENCH MARK DISK
 SM0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0273_STAMPING: G 290 1963
 SM0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0273+STABILITY: SURFACE MOTION
 SM0273
 SM0273  HISTORY     - Date     Condition        Report By
 SM0273  HISTORY     - 1963     MONUMENTED       CGS
 SM0273
 SM0273                          STATION DESCRIPTION
 SM0273
 SM0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0273'6.85 MI SW FROM TOLNA.
 SM0273'ABOUT 5.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0273'RAILWAY STATION AT TOLNA, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD
 SM0273'IN SECTION 9, T 149 N, R 61 W, 0.1 MILE NORTH OF A LONE TREE, 58 FEET
 SM0273'SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET WEST OF THE CENTER LINE
 SM0273'OF A TRACK ROAD, 1 FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL
 SM0273'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SM0273'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0336 ***********************************************************************
 SM0336  DESIGNATION -  G 291
 SM0336  PID         -  SM0336
 SM0336  STATE/COUNTY-  ND/NELSON
 SM0336  USGS QUAD   -  PEKIN NW (1951)
 SM0336
 SM0336                         *CURRENT SURVEY CONTROL
 SM0336  ___________________________________________________________________
 SM0336* NAD 83(1986)-  47 59 27.     (N)    098 27 44.     (W)     SCALED    
 SM0336* NAVD 88     -       444.398  (meters)    1458.00   (feet)  ADJUSTED  
 SM0336  ___________________________________________________________________
 SM0336  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SM0336  DYNAMIC HT  -         444.471 (meters)    1458.24  (feet)  COMP
 SM0336  MODELED GRAV-     980,762.0   (mgal)                       NAVD 88
 SM0336
 SM0336  VERT ORDER  -  SECOND    CLASS 0
 SM0336
 SM0336.The horizontal coordinates were scaled from a topographic map and have
 SM0336.an estimated accuracy of +/- 6 seconds.
 SM0336
 SM0336.The orthometric height was determined by differential leveling
 SM0336.and adjusted by the National Geodetic Survey in June 1991..
 SM0336
 SM0336.The geoid height was determined by GEOID03.
 SM0336
 SM0336.The dynamic height is computed by dividing the NAVD 88
 SM0336.geopotential number by the normal gravity value computed on the
 SM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0336.degrees latitude (g = 980.6199 gals.).
 SM0336
 SM0336.The modeled gravity was interpolated from observed gravity values.
 SM0336
 SM0336;                    North         East    Units  Estimated Accuracy
 SM0336;SPC ND N     -   112,170.      752,070.      MT  (+/- 180 meters Scaled)
 SM0336
 SM0336                          SUPERSEDED SURVEY CONTROL
 SM0336
 SM0336  NGVD 29 (??/??/92)  444.024  (m)         1456.77   (f) ADJ UNCH    2 0
 SM0336
 SM0336.Superseded values are not recommended for survey control.
 SM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0336.See file dsdata.txt to determine how the superseded data were derived.
 SM0336
 SM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU401154(NAD 83)
 SM0336_MARKER: DB = BENCH MARK DISK
 SM0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0336_STAMPING: G 291 1963
 SM0336_MARK LOGO: CGS   
 SM0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0336+STABILITY: SURFACE MOTION
 SM0336
 SM0336  HISTORY     - Date     Condition        Report By
 SM0336  HISTORY     - 1963     MONUMENTED       CGS
 SM0336  HISTORY     - 19950907 GOOD             NDHD
 SM0336
 SM0336                          STATION DESCRIPTION
 SM0336
 SM0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0336'5.15 MI SW FROM BARTLETT.
 SM0336'ABOUT 4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0336'RAILWAY STATION AT BARTLETT, THENCE 1.0 MILE WEST ALONG A GRAVELED
 SM0336'ROAD, IN SECTION 9, T 152 N, R 61 W, 0.2 MILE SOUTHWEST OF ROSE LAKE,
 SM0336'73 FEET NORTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF THE
 SM0336'CENTER LINE OF A TRAIL ROAD LEADING NORTH, 19 FEET NORTH OF A CORNER
 SM0336'FENCE POST, 2 FEET WEST OF A FENCE, 1.5 FEET NORTHEAST OF A METAL
 SM0336'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 SM0336'CONCRETE POST PROJECTING 5 INCHES.
 SM0336
 SM0336                          STATION RECOVERY (1995)
 SM0336
 SM0336'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 SM0336'RECOVERED AS DESCRIBED.  NOTE--THE CORNER FENCE POST AND TRAIL LEADING
 SM0336'NORTH ARE NO LONGER IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0220 ***********************************************************************
 SM0220  DESIGNATION -  G 292
 SM0220  PID         -  SM0220
 SM0220  STATE/COUNTY-  ND/NELSON
 SM0220  USGS QUAD   -  LAMBS LAKE (1971)
 SM0220
 SM0220                         *CURRENT SURVEY CONTROL
 SM0220  ___________________________________________________________________
 SM0220* NAD 83(1986)-  47 55 59.     (N)    098 07 05.     (W)     SCALED    
 SM0220* NAVD 88     -       462.962  (meters)    1518.90   (feet)  ADJUSTED  
 SM0220  ___________________________________________________________________
 SM0220  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 SM0220  DYNAMIC HT  -         463.041 (meters)    1519.16  (feet)  COMP
 SM0220  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 SM0220
 SM0220  VERT ORDER  -  SECOND    CLASS 0
 SM0220
 SM0220.The horizontal coordinates were scaled from a topographic map and have
 SM0220.an estimated accuracy of +/- 6 seconds.
 SM0220
 SM0220.The orthometric height was determined by differential leveling
 SM0220.and adjusted by the National Geodetic Survey in June 1991..
 SM0220
 SM0220.The geoid height was determined by GEOID03.
 SM0220
 SM0220.The dynamic height is computed by dividing the NAVD 88
 SM0220.geopotential number by the normal gravity value computed on the
 SM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0220.degrees latitude (g = 980.6199 gals.).
 SM0220
 SM0220.The modeled gravity was interpolated from observed gravity values.
 SM0220
 SM0220;                    North         East    Units  Estimated Accuracy
 SM0220;SPC ND N     -   106,490.      777,940.      MT  (+/- 180 meters Scaled)
 SM0220
 SM0220                          SUPERSEDED SURVEY CONTROL
 SM0220
 SM0220  NGVD 29 (??/??/92)  462.594  (m)         1517.69   (f) ADJ UNCH    2 0
 SM0220
 SM0220.Superseded values are not recommended for survey control.
 SM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0220.See file dsdata.txt to determine how the superseded data were derived.
 SM0220
 SM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU658092(NAD 83)
 SM0220_MARKER: DB = BENCH MARK DISK
 SM0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0220_STAMPING: G 292 1963
 SM0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0220+STABILITY: SURFACE MOTION
 SM0220
 SM0220  HISTORY     - Date     Condition        Report By
 SM0220  HISTORY     - 1963     MONUMENTED       CGS
 SM0220
 SM0220                          STATION DESCRIPTION
 SM0220
 SM0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0220'6.4 MI S FROM MICHIGAN.
 SM0220'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0220'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0220'2, THENCE 6.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 32, T 151
 SM0220'N, R 58 W, 96 FEET NORTHEAST OF THE CENTER OF AN INTERSECTION OF THE
 SM0220'COUNTY ROAD AND A GRAVELED ROAD, 49 FEET EAST OF THE CENTER LINE OF
 SM0220'THE COUNTY ROAD, 85 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 SM0220'ROAD, 49 FEET NORTH OF A CORNER FENCE POST, 10 FEET NORTH-NORTHWEST OF
 SM0220'A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTHEAST OF A
 SM0220'METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROADS, AND
 SM0220'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0020 ***********************************************************************
 SM0020  DESIGNATION -  G 293
 SM0020  PID         -  SM0020
 SM0020  STATE/COUNTY-  ND/NELSON
 SM0020  USGS QUAD   -  PEKIN NE (1951)
 SM0020
 SM0020                         *CURRENT SURVEY CONTROL
 SM0020  ___________________________________________________________________
 SM0020* NAD 83(1986)-  47 55 59.     (N)    098 19 56.     (W)     SCALED    
 SM0020* NAVD 88     -       455.015  (meters)    1492.83   (feet)  ADJUSTED  
 SM0020  ___________________________________________________________________
 SM0020  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 SM0020  DYNAMIC HT  -         455.095 (meters)    1493.09  (feet)  COMP
 SM0020  MODELED GRAV-     980,773.8   (mgal)                       NAVD 88
 SM0020
 SM0020  VERT ORDER  -  SECOND    CLASS 0
 SM0020
 SM0020.The horizontal coordinates were scaled from a topographic map and have
 SM0020.an estimated accuracy of +/- 6 seconds.
 SM0020
 SM0020.The orthometric height was determined by differential leveling
 SM0020.and adjusted by the National Geodetic Survey in June 1991..
 SM0020
 SM0020.The geoid height was determined by GEOID03.
 SM0020
 SM0020.The dynamic height is computed by dividing the NAVD 88
 SM0020.geopotential number by the normal gravity value computed on the
 SM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0020.degrees latitude (g = 980.6199 gals.).
 SM0020
 SM0020.The modeled gravity was interpolated from observed gravity values.
 SM0020
 SM0020;                    North         East    Units  Estimated Accuracy
 SM0020;SPC ND N     -   106,020.      761,950.      MT  (+/- 180 meters Scaled)
 SM0020
 SM0020                          SUPERSEDED SURVEY CONTROL
 SM0020
 SM0020  NGVD 29 (??/??/92)  454.655  (m)         1491.65   (f) ADJ UNCH    2 0
 SM0020
 SM0020.Superseded values are not recommended for survey control.
 SM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0020.See file dsdata.txt to determine how the superseded data were derived.
 SM0020
 SM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU498090(NAD 83)
 SM0020_MARKER: DB = BENCH MARK DISK
 SM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0020_STAMPING: G 293 1963
 SM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0020+STABILITY: SURFACE MOTION
 SM0020
 SM0020  HISTORY     - Date     Condition        Report By
 SM0020  HISTORY     - 1963     MONUMENTED       CGS
 SM0020
 SM0020                          STATION DESCRIPTION
 SM0020
 SM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0020'7.8 MI S FROM LAKOTA.
 SM0020'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0020'AT LAKOTA, THENCE 7.4 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION
 SM0020'34, T 152 N, R 60 W, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 SM0020'47 FEET NORTH OF AN EAST-WEST SECTION LINE FENCE, 5 FEET NORTH OF A
 SM0020'POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 SM0020'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SM0020'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0076 ***********************************************************************
 SM0076  DESIGNATION -  G 294
 SM0076  PID         -  SM0076
 SM0076  STATE/COUNTY-  ND/GRIGGS
 SM0076  USGS QUAD   -  KLOTEN SE (1967)
 SM0076
 SM0076                         *CURRENT SURVEY CONTROL
 SM0076  ___________________________________________________________________
 SM0076* NAD 83(1986)-  47 32 41.     (N)    098 01 52.     (W)     SCALED    
 SM0076* NAVD 88     -       409.022  (meters)    1341.93   (feet)  ADJUSTED  
 SM0076  ___________________________________________________________________
 SM0076  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 SM0076  DYNAMIC HT  -         409.065 (meters)    1342.07  (feet)  COMP
 SM0076  MODELED GRAV-     980,706.6   (mgal)                       NAVD 88
 SM0076
 SM0076  VERT ORDER  -  SECOND    CLASS 0
 SM0076
 SM0076.The horizontal coordinates were scaled from a topographic map and have
 SM0076.an estimated accuracy of +/- 6 seconds.
 SM0076
 SM0076.The orthometric height was determined by differential leveling
 SM0076.and adjusted by the National Geodetic Survey in June 1991..
 SM0076
 SM0076.The geoid height was determined by GEOID03.
 SM0076
 SM0076.The dynamic height is computed by dividing the NAVD 88
 SM0076.geopotential number by the normal gravity value computed on the
 SM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0076.degrees latitude (g = 980.6199 gals.).
 SM0076
 SM0076.The modeled gravity was interpolated from observed gravity values.
 SM0076
 SM0076;                    North         East    Units  Estimated Accuracy
 SM0076;SPC ND N     -    63,540.      785,820.      MT  (+/- 180 meters Scaled)
 SM0076
 SM0076                          SUPERSEDED SURVEY CONTROL
 SM0076
 SM0076  NGVD 29 (??/??/92)  408.653  (m)         1340.72   (f) ADJ UNCH    2 0
 SM0076
 SM0076.Superseded values are not recommended for survey control.
 SM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0076.See file dsdata.txt to determine how the superseded data were derived.
 SM0076
 SM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT729661(NAD 83)
 SM0076_MARKER: DB = BENCH MARK DISK
 SM0076_SETTING: 80 = SET IN A BOULDER
 SM0076_SP_SET: BOULDER
 SM0076_STAMPING: G 294 1963
 SM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0076+STABILITY: SURFACE MOTION
 SM0076
 SM0076  HISTORY     - Date     Condition        Report By
 SM0076  HISTORY     - 1963     MONUMENTED       CGS
 SM0076
 SM0076                          STATION DESCRIPTION
 SM0076
 SM0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0076'11.8 MI SW FROM ANETA.
 SM0076'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0076'STATION AT ANETA, THENCE 5.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0076'THENCE 6.05 MILES SOUTHWEST ALONG STATE HIGHWAY 45, IN SECTION 15, T
 SM0076'147 N, R 58 W, ON THE INSIDE OF A CURVE IN THE HIGHWAY, AT THE
 SM0076'JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING SOUTH, 114 FEET
 SM0076'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 SM0076'GRANITE BOULDER PROJECTING 4 INCHES, 36.0 FEET NORTHWEST OF A METAL
 SM0076'WITNESS POST AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE--
 SM0076'THIS MARK IS ALSO ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE
 SM0076'NORTHERN PACIFIC RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES
 SM0076'NORTH AND 4.95 MILES EAST ALONG STATE HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0348 ***********************************************************************
 SM0348  DESIGNATION -  G 295
 SM0348  PID         -  SM0348
 SM0348  STATE/COUNTY-  ND/GRIGGS
 SM0348  USGS QUAD   -  REVERE (1961)
 SM0348
 SM0348                         *CURRENT SURVEY CONTROL
 SM0348  ___________________________________________________________________
 SM0348* NAD 83(1986)-  47 19 25.     (N)    098 15 11.     (W)     SCALED    
 SM0348* NAVD 88     -       436.471  (meters)    1431.99   (feet)  ADJUSTED  
 SM0348  ___________________________________________________________________
 SM0348  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 SM0348  DYNAMIC HT  -         436.509 (meters)    1432.11  (feet)  COMP
 SM0348  MODELED GRAV-     980,687.4   (mgal)                       NAVD 88
 SM0348
 SM0348  VERT ORDER  -  SECOND    CLASS 0
 SM0348
 SM0348.The horizontal coordinates were scaled from a topographic map and have
 SM0348.an estimated accuracy of +/- 6 seconds.
 SM0348
 SM0348.The orthometric height was determined by differential leveling
 SM0348.and adjusted by the National Geodetic Survey in June 1991..
 SM0348
 SM0348.The geoid height was determined by GEOID03.
 SM0348
 SM0348.The dynamic height is computed by dividing the NAVD 88
 SM0348.geopotential number by the normal gravity value computed on the
 SM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0348.degrees latitude (g = 980.6199 gals.).
 SM0348
 SM0348.The modeled gravity was interpolated from observed gravity values.
 SM0348
 SM0348;                    North         East    Units  Estimated Accuracy
 SM0348;SPC ND N     -    38,460.      769,840.      MT  (+/- 180 meters Scaled)
 SM0348
 SM0348                          SUPERSEDED SURVEY CONTROL
 SM0348
 SM0348  NGVD 29 (??/??/92)  436.113  (m)         1430.81   (f) ADJ UNCH    2 0
 SM0348
 SM0348.Superseded values are not recommended for survey control.
 SM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0348.See file dsdata.txt to determine how the superseded data were derived.
 SM0348
 SM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT564413(NAD 83)
 SM0348_MARKER: DB = BENCH MARK DISK
 SM0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0348_STAMPING: G 295 1963
 SM0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0348+STABILITY: SURFACE MOTION
 SM0348
 SM0348  HISTORY     - Date     Condition        Report By
 SM0348  HISTORY     - 1963     MONUMENTED       CGS
 SM0348
 SM0348                          STATION DESCRIPTION
 SM0348
 SM0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0348'3.15 MI W FROM HANNAFORD.
 SM0348'ABOUT 3.15 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0348'CROSSING OF THE GREAT NORTHERN AND NORTHERN PACIFIC RAILWAYS AT
 SM0348'HANNAFORD, IN SECTION 2, T 144 N, R 60 W, 44 FEET NORTH OF THE FIRST
 SM0348'POLE EAST OF MILEPOST 76, 95 FEET NORTH OF THE NORTH RAIL, 2 FEET
 SM0348'SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET
 SM0348'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 SM0348'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0948 ***********************************************************************
 SL0948  DESIGNATION -  G 296
 SL0948  PID         -  SL0948
 SL0948  STATE/COUNTY-  ND/NELSON
 SL0948  USGS QUAD   -  NIAGARA SW (1963)
 SL0948
 SL0948                         *CURRENT SURVEY CONTROL
 SL0948  ___________________________________________________________________
 SL0948* NAD 83(1986)-  47 50 46.     (N)    097 52 56.     (W)     SCALED    
 SL0948* NAVD 88     -       448.961  (meters)    1472.97   (feet)  ADJUSTED  
 SL0948  ___________________________________________________________________
 SL0948  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 SL0948  DYNAMIC HT  -         449.028 (meters)    1473.19  (feet)  COMP
 SL0948  MODELED GRAV-     980,745.9   (mgal)                       NAVD 88
 SL0948
 SL0948  VERT ORDER  -  SECOND    CLASS 0
 SL0948
 SL0948.The horizontal coordinates were scaled from a topographic map and have
 SL0948.an estimated accuracy of +/- 6 seconds.
 SL0948
 SL0948.The orthometric height was determined by differential leveling
 SL0948.and adjusted by the National Geodetic Survey in June 1991..
 SL0948
 SL0948.The geoid height was determined by GEOID03.
 SL0948
 SL0948.The dynamic height is computed by dividing the NAVD 88
 SL0948.geopotential number by the normal gravity value computed on the
 SL0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0948.degrees latitude (g = 980.6199 gals.).
 SL0948
 SL0948.The modeled gravity was interpolated from observed gravity values.
 SL0948
 SL0948;                    North         East    Units  Estimated Accuracy
 SL0948;SPC ND N     -    97,400.      795,880.      MT  (+/- 180 meters Scaled)
 SL0948
 SL0948                          SUPERSEDED SURVEY CONTROL
 SL0948
 SL0948  NGVD 29 (??/??/92)  448.588  (m)         1471.74   (f) ADJ UNCH    2 0
 SL0948
 SL0948.Superseded values are not recommended for survey control.
 SL0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0948.See file dsdata.txt to determine how the superseded data were derived.
 SL0948
 SL0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT836998(NAD 83)
 SL0948_MARKER: DB = BENCH MARK DISK
 SL0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0948_STAMPING: G 296 1963
 SL0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0948+STABILITY: SURFACE MOTION
 SL0948
 SL0948  HISTORY     - Date     Condition        Report By
 SL0948  HISTORY     - 1963     MONUMENTED       CGS
 SL0948
 SL0948                          STATION DESCRIPTION
 SL0948
 SL0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0948'10.85 MI S FROM NIAGARA.
 SL0948'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0948'AT NIAGARA, THENCE 10.35 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION
 SL0948'36, T 151 N, R 57 W, 82 FEET WEST OF THE CENTER LINE OF THE ROAD, 26
 SL0948'FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 28 FEET WEST OF A FENCE
 SL0948'CORNER, 2 FEET SOUTH OF A FENCE, 2.3 FEET WEST OF A METAL WITNESS
 SL0948'POST, ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SL0948'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0981 ***********************************************************************
 SL0981  DESIGNATION -  G 297
 SL0981  PID         -  SL0981
 SL0981  STATE/COUNTY-  ND/GRAND FORKS
 SL0981  USGS QUAD   -  LOGAN CENTER (1963)
 SL0981
 SL0981                         *CURRENT SURVEY CONTROL
 SL0981  ___________________________________________________________________
 SL0981* NAD 83(1986)-  47 49 10.     (N)    097 45 10.     (W)     SCALED    
 SL0981* NAVD 88     -       393.962  (meters)    1292.52   (feet)  ADJUSTED  
 SL0981  ___________________________________________________________________
 SL0981  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SL0981  DYNAMIC HT  -         394.022 (meters)    1292.72  (feet)  COMP
 SL0981  MODELED GRAV-     980,750.9   (mgal)                       NAVD 88
 SL0981
 SL0981  VERT ORDER  -  SECOND    CLASS 0
 SL0981
 SL0981.The horizontal coordinates were scaled from a topographic map and have
 SL0981.an estimated accuracy of +/- 6 seconds.
 SL0981
 SL0981.The orthometric height was determined by differential leveling
 SL0981.and adjusted by the National Geodetic Survey in June 1991..
 SL0981
 SL0981.The geoid height was determined by GEOID03.
 SL0981
 SL0981.The dynamic height is computed by dividing the NAVD 88
 SL0981.geopotential number by the normal gravity value computed on the
 SL0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0981.degrees latitude (g = 980.6199 gals.).
 SL0981
 SL0981.The modeled gravity was interpolated from observed gravity values.
 SL0981
 SL0981;                    North         East    Units  Estimated Accuracy
 SL0981;SPC ND N     -    94,780.      805,670.      MT  (+/- 180 meters Scaled)
 SL0981
 SL0981                          SUPERSEDED SURVEY CONTROL
 SL0981
 SL0981  NGVD 29 (??/??/92)  393.595  (m)         1291.32   (f) ADJ UNCH    2 0
 SL0981
 SL0981.Superseded values are not recommended for survey control.
 SL0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0981.See file dsdata.txt to determine how the superseded data were derived.
 SL0981
 SL0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT933969(NAD 83)
 SL0981_MARKER: DB = BENCH MARK DISK
 SL0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0981_STAMPING: G 297 1963
 SL0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0981+STABILITY: SURFACE MOTION
 SL0981
 SL0981  HISTORY     - Date     Condition        Report By
 SL0981  HISTORY     - 1963     MONUMENTED       CGS
 SL0981
 SL0981                          STATION DESCRIPTION
 SL0981
 SL0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0981'15.35 MI NW FROM NORTHWOOD.
 SL0981'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0981'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD, THENCE
 SL0981'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 SL0981'STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SL0981'2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.15 MILES NORTH ALONG A
 SL0981'GRAVELED ROAD, IN SECTION 7, T 150 N, R 55 W, OR 5.3 MILES SOUTHEAST
 SL0981'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT NIAGARA, THENCE,
 SL0981'4,5 MILES SOUTH ALONG GRAND FORKS COUNTY ROAD 16, THENCE 1.0 MILE EAST
 SL0981'ALONG GRAND FORKS COUNTY ROAD 4, THENCE 1.0 MILE SOUTH ALONG A
 SL0981'GRAVELED ROAD, THENCE 4.8 MILES SOUTH ALONG A TRAIL ROAD, ABOUT 250
 SL0981'FEET SOUTH OF THE ENTRANCE TO K 9 SITE, 35 FEET EAST OF THE CENTER
 SL0981'LINE OF THE ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET
 SL0981'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SL0981'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0916 ***********************************************************************
 SL0916  DESIGNATION -  G 298
 SL0916  PID         -  SL0916
 SL0916  STATE/COUNTY-  ND/NELSON
 SL0916  USGS QUAD   -  LAKE PICKARD (1971)
 SL0916
 SL0916                         *CURRENT SURVEY CONTROL
 SL0916  ___________________________________________________________________
 SL0916* NAD 83(1986)-  47 55 05.     (N)    097 59 21.     (W)     SCALED    
 SL0916* NAVD 88     -       459.030  (meters)    1506.00   (feet)  ADJUSTED  
 SL0916  ___________________________________________________________________
 SL0916  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0916  DYNAMIC HT  -         459.105 (meters)    1506.25  (feet)  COMP
 SL0916  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 SL0916
 SL0916  VERT ORDER  -  SECOND    CLASS 0
 SL0916
 SL0916.The horizontal coordinates were scaled from a topographic map and have
 SL0916.an estimated accuracy of +/- 6 seconds.
 SL0916
 SL0916.The orthometric height was determined by differential leveling
 SL0916.and adjusted by the National Geodetic Survey in June 1991..
 SL0916
 SL0916.The geoid height was determined by GEOID03.
 SL0916
 SL0916.The dynamic height is computed by dividing the NAVD 88
 SL0916.geopotential number by the normal gravity value computed on the
 SL0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0916.degrees latitude (g = 980.6199 gals.).
 SL0916
 SL0916.The modeled gravity was interpolated from observed gravity values.
 SL0916
 SL0916;                    North         East    Units  Estimated Accuracy
 SL0916;SPC ND N     -   105,130.      787,620.      MT  (+/- 180 meters Scaled)
 SL0916
 SL0916                          SUPERSEDED SURVEY CONTROL
 SL0916
 SL0916  NGVD 29 (??/??/92)  458.658  (m)         1504.78   (f) ADJ UNCH    2 0
 SL0916
 SL0916.Superseded values are not recommended for survey control.
 SL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0916.See file dsdata.txt to determine how the superseded data were derived.
 SL0916
 SL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU755076(NAD 83)
 SL0916_MARKER: DB = BENCH MARK DISK
 SL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0916_STAMPING: G 298 1963
 SL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0916+STABILITY: SURFACE MOTION
 SL0916
 SL0916  HISTORY     - Date     Condition        Report By
 SL0916  HISTORY     - 1963     MONUMENTED       CGS
 SL0916
 SL0916                          STATION DESCRIPTION
 SL0916
 SL0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0916'6.85 MI S FROM PETERSBURG.
 SL0916'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0916'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 6.0 MILES SOUTH ALONG
 SL0916'STATE HIGHWAY 32, IN SECTION 8, T 151 N, R 57 W, 136 FEET SOUTHEAST OF
 SL0916'THE INTERSECTION OF STATE HIGHWAY 32 AND A GRAVELED ROAD LEADING EAST
 SL0916'AND A PRIVATE ROAD LEADING WEST, 112 FEET EAST OF THE CENTER LINE OF
 SL0916'THE HIGHWAY, 82 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 28
 SL0916'1/2 FEET SOUTH OF A POWER POLE 1.0 FOOT NORTHWEST OF A METAL WITNESS
 SL0916'POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 SL0916'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0244 ***********************************************************************
 SM0244  DESIGNATION -  G 299
 SM0244  PID         -  SM0244
 SM0244  STATE/COUNTY-  ND/NELSON
 SM0244  USGS QUAD   -  LAMBS LAKE (1971)
 SM0244
 SM0244                         *CURRENT SURVEY CONTROL
 SM0244  ___________________________________________________________________
 SM0244* NAD 83(1986)-  47 56 51.     (N)    098 00 38.     (W)     SCALED    
 SM0244* NAVD 88     -       459.449  (meters)    1507.38   (feet)  ADJUSTED  
 SM0244  ___________________________________________________________________
 SM0244  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 SM0244  DYNAMIC HT  -         459.526 (meters)    1507.63  (feet)  COMP
 SM0244  MODELED GRAV-     980,765.3   (mgal)                       NAVD 88
 SM0244
 SM0244  VERT ORDER  -  SECOND    CLASS 0
 SM0244
 SM0244.The horizontal coordinates were scaled from a topographic map and have
 SM0244.an estimated accuracy of +/- 6 seconds.
 SM0244
 SM0244.The orthometric height was determined by differential leveling
 SM0244.and adjusted by the National Geodetic Survey in June 1991..
 SM0244
 SM0244.The geoid height was determined by GEOID03.
 SM0244
 SM0244.The dynamic height is computed by dividing the NAVD 88
 SM0244.geopotential number by the normal gravity value computed on the
 SM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0244.degrees latitude (g = 980.6199 gals.).
 SM0244
 SM0244.The modeled gravity was interpolated from observed gravity values.
 SM0244
 SM0244;                    North         East    Units  Estimated Accuracy
 SM0244;SPC ND N     -   108,350.      785,920.      MT  (+/- 180 meters Scaled)
 SM0244
 SM0244                          SUPERSEDED SURVEY CONTROL
 SM0244
 SM0244  NGVD 29 (??/??/92)  459.077  (m)         1506.16   (f) ADJ UNCH    2 0
 SM0244
 SM0244.Superseded values are not recommended for survey control.
 SM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0244.See file dsdata.txt to determine how the superseded data were derived.
 SM0244
 SM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU738109(NAD 83)
 SM0244_MARKER: DB = BENCH MARK DISK
 SM0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0244_SP_SET: 16 FT
 SM0244_STAMPING: G 299 1963
 SM0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0244
 SM0244  HISTORY     - Date     Condition        Report By
 SM0244  HISTORY     - 1963     MONUMENTED       CGS
 SM0244
 SM0244                          STATION DESCRIPTION
 SM0244
 SM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0244'5.85 MI SW FROM PETERSBURG.
 SM0244'ABOUT 0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 SM0244'GREAT NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 4.0 MILES SOUTH
 SM0244'ALONG STATE HIGHWAY 32, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN
 SM0244'SECTION 36, T 152 N, R 58 W, 98 FEET SOUTHWEST OF THE CENTER OF A
 SM0244'INTERSECTION WITH A GRAVELED ROAD NORTH AND A TRAIL ROAD LEADING
 SM0244'SOUTH, 70 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 69 FEET
 SM0244'WEST OF THE CENTER LINE OF THE TRAIL ROAD, 9 FEET SOUTHEAST OF A
 SM0244'TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SM0244'BELOW THE LEVEL OF THE ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER
 SM0244'COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A
 SM0244'6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0169 ***********************************************************************
 TF0169  DESIGNATION -  G 3
 TF0169  PID         -  TF0169
 TF0169  STATE/COUNTY-  ND/PIERCE
 TF0169  USGS QUAD   -  TUNBRIDGE (1980)
 TF0169
 TF0169                         *CURRENT SURVEY CONTROL
 TF0169  ___________________________________________________________________
 TF0169* NAD 83(1986)-  48 21 57.     (N)    100 06 39.     (W)     SCALED    
 TF0169* NAVD 88     -       458.688  (meters)    1504.88   (feet)  ADJUSTED  
 TF0169  ___________________________________________________________________
 TF0169  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 TF0169  DYNAMIC HT  -         458.781 (meters)    1505.18  (feet)  COMP
 TF0169  MODELED GRAV-     980,799.9   (mgal)                       NAVD 88
 TF0169
 TF0169  VERT ORDER  -  FIRST     CLASS II
 TF0169
 TF0169.The horizontal coordinates were scaled from a topographic map and have
 TF0169.an estimated accuracy of +/- 6 seconds.
 TF0169
 TF0169.The orthometric height was determined by differential leveling
 TF0169.and adjusted by the National Geodetic Survey in June 1991..
 TF0169
 TF0169.The geoid height was determined by GEOID03.
 TF0169
 TF0169.The dynamic height is computed by dividing the NAVD 88
 TF0169.geopotential number by the normal gravity value computed on the
 TF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0169.degrees latitude (g = 980.6199 gals.).
 TF0169
 TF0169.The modeled gravity was interpolated from observed gravity values.
 TF0169
 TF0169;                    North         East    Units  Estimated Accuracy
 TF0169;SPC ND N     -   151,930.      628,830.      MT  (+/- 180 meters Scaled)
 TF0169
 TF0169                          SUPERSEDED SURVEY CONTROL
 TF0169
 TF0169  NGVD 29 (??/??/92)  458.332  (m)         1503.71   (f) ADJ UNCH    1 2
 TF0169
 TF0169.Superseded values are not recommended for survey control.
 TF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0169.See file dsdata.txt to determine how the superseded data were derived.
 TF0169
 TF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU177575(NAD 83)
 TF0169_MARKER: DB = BENCH MARK DISK
 TF0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0169_STAMPING: G 3 ELEV 1503.711 FT
 TF0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0169+STABILITY: SURFACE MOTION
 TF0169
 TF0169  HISTORY     - Date     Condition        Report By
 TF0169  HISTORY     - UNK      MONUMENTED       CGS
 TF0169  HISTORY     - 1964     GOOD             NGS
 TF0169  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0169
 TF0169                          STATION DESCRIPTION
 TF0169
 TF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0169'IN TUNBRIDGE.
 TF0169'AT TUNBRIDGE, IN S 1, T 156 N, R 74 W, 58 FEET NORTH OF THE NORTHWEST
 TF0169'CORNER OF THE GREAT NORTHERN RAILWAY STATION, 9 POLES WEST OF A ROAD
 TF0169'CROSSING, 90 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 29 FEET
 TF0169'NORTH OF A TELEGRAPH POLE, 0.5 FOOT NORTH OF A METAL WITNESS POST,
 TF0169'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TF0169'STONE POST FLUSH WITH THE GROUND.
 TF0169
 TF0169                          STATION RECOVERY (1982)
 TF0169
 TF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0169'NOT RECOVERED, RAILROAD STATION HAS BEEN REPLACED, BENCH MARK PROBABLY
 TF0169'DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1297 ***********************************************************************
 TF1297  DESIGNATION -  G 3 B 1
 TF1297  PID         -  TF1297
 TF1297  STATE/COUNTY-  ND/WARD
 TF1297  USGS QUAD   -  PLAZA SE (1980)
 TF1297
 TF1297                         *CURRENT SURVEY CONTROL
 TF1297  ___________________________________________________________________
 TF1297* NAD 83(1986)-  48 07 02.     (N)    101 51 08.     (W)     SCALED    
 TF1297* NAVD 88     -       644.947  (meters)    2115.96   (feet)  ADJUSTED  
 TF1297  ___________________________________________________________________
 TF1297  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TF1297  DYNAMIC HT  -         645.043 (meters)    2116.28  (feet)  COMP
 TF1297  MODELED GRAV-     980,739.0   (mgal)                       NAVD 88
 TF1297
 TF1297  VERT ORDER  -  SECOND    CLASS 0
 TF1297
 TF1297.The horizontal coordinates were scaled from a topographic map and have
 TF1297.an estimated accuracy of +/- 6 seconds.
 TF1297
 TF1297.The orthometric height was determined by differential leveling
 TF1297.and adjusted by the National Geodetic Survey in June 1991..
 TF1297
 TF1297.The geoid height was determined by GEOID03.
 TF1297
 TF1297.The dynamic height is computed by dividing the NAVD 88
 TF1297.geopotential number by the normal gravity value computed on the
 TF1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1297.degrees latitude (g = 980.6199 gals.).
 TF1297
 TF1297.The modeled gravity was interpolated from observed gravity values.
 TF1297
 TF1297;                    North         East    Units  Estimated Accuracy
 TF1297;SPC ND N     -   125,100.      499,330.      MT  (+/- 180 meters Scaled)
 TF1297
 TF1297                          SUPERSEDED SURVEY CONTROL
 TF1297
 TF1297  NGVD 29 (??/??/92)  644.520  (m)         2114.56   (f) ADJ UNCH    2 0
 TF1297
 TF1297.Superseded values are not recommended for survey control.
 TF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1297.See file dsdata.txt to determine how the superseded data were derived.
 TF1297
 TF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU877332(NAD 83)
 TF1297_MARKER: DD = SURVEY DISK
 TF1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1297_SP_SET: PEDESTAL
 TF1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1297
 TF1297  HISTORY     - Date     Condition        Report By
 TF1297  HISTORY     - UNK      MONUMENTED       DOD
 TF1297  HISTORY     - 1963     GOOD             NGS
 TF1297
 TF1297                          STATION DESCRIPTION
 TF1297
 TF1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1297'13.2 MI NE FROM PLAZA.
 TF1297'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1297'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1297'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TF1297'EAST ALONG A GRADED COUNTY ROAD, THENCE 0.5 MILE SOUTH ALONG A GRADED
 TF1297'COUNTY ROAD, THENCE 0.2 MILE EAST ALONG AN EAST-WEST FENCE, ON THE
 TF1297'WEST SLOPE OF A HILL, 145.0 FEET NORTH OF THE EAST-WEST FENCE, A 1 1/2
 TF1297'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 34, R 87 W, T 154 N.
 TF1297'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1298 ***********************************************************************
 TF1298  DESIGNATION -  G 3 B 2
 TF1298  PID         -  TF1298
 TF1298  STATE/COUNTY-  ND/WARD
 TF1298  USGS QUAD   -  PLAZA SE (1980)
 TF1298
 TF1298                         *CURRENT SURVEY CONTROL
 TF1298  ___________________________________________________________________
 TF1298* NAD 83(1986)-  48 07 02.     (N)    101 51 52.     (W)     SCALED    
 TF1298* NAVD 88     -       654.965  (meters)    2148.83   (feet)  ADJUSTED  
 TF1298  ___________________________________________________________________
 TF1298  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TF1298  DYNAMIC HT  -         655.063 (meters)    2149.15  (feet)  COMP
 TF1298  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 TF1298
 TF1298  VERT ORDER  -  SECOND    CLASS 0
 TF1298
 TF1298.The horizontal coordinates were scaled from a topographic map and have
 TF1298.an estimated accuracy of +/- 6 seconds.
 TF1298
 TF1298.The orthometric height was determined by differential leveling
 TF1298.and adjusted by the National Geodetic Survey in June 1991..
 TF1298
 TF1298.The geoid height was determined by GEOID03.
 TF1298
 TF1298.The dynamic height is computed by dividing the NAVD 88
 TF1298.geopotential number by the normal gravity value computed on the
 TF1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1298.degrees latitude (g = 980.6199 gals.).
 TF1298
 TF1298.The modeled gravity was interpolated from observed gravity values.
 TF1298
 TF1298;                    North         East    Units  Estimated Accuracy
 TF1298;SPC ND N     -   125,110.      498,420.      MT  (+/- 180 meters Scaled)
 TF1298
 TF1298                          SUPERSEDED SURVEY CONTROL
 TF1298
 TF1298  NGVD 29 (??/??/92)  654.54   (m)         2147.4    (f) COMPUTED    2 0
 TF1298
 TF1298.Superseded values are not recommended for survey control.
 TF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1298.See file dsdata.txt to determine how the superseded data were derived.
 TF1298
 TF1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU868332(NAD 83)
 TF1298_MARKER: DD = SURVEY DISK
 TF1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1298_SP_SET: PEDESTAL
 TF1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1298
 TF1298  HISTORY     - Date     Condition        Report By
 TF1298  HISTORY     - UNK      MONUMENTED       DOD
 TF1298  HISTORY     - 1963     GOOD             NGS
 TF1298
 TF1298                          STATION DESCRIPTION
 TF1298
 TF1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1298'13.3 MI NE FROM PLAZA.
 TF1298'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1298'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1298'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TF1298'EAST ALONG A GRADED COUNTY ROAD, THENCE 0.5 MILE SOUTH ALONG A GRADED
 TF1298'COUNTY ROAD, THENCE 0.3 MILE WEST ACROSS A CULTIVATED FIELD, AT THE
 TF1298'CREST OF A HILL, ABOUT 522 YARDS SOUTHWEST OF THE LAUNCHER, 36.0 FEET
 TF1298'NORTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF1298'TRIBRACH, S 33, R 87 W, T 154 N.  NOTE-- CENTER OF THE TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1294 ***********************************************************************
 TF1294  DESIGNATION -  G 3 Z
 TF1294  PID         -  TF1294
 TF1294  STATE/COUNTY-  ND/MOUNTRAIL
 TF1294  USGS QUAD   -  PLAZA SE (1980)
 TF1294
 TF1294                         *CURRENT SURVEY CONTROL
 TF1294  ___________________________________________________________________
 TF1294* NAD 83(1986)-  48 07 28.     (N)    101 51 27.     (W)     SCALED    
 TF1294* NAVD 88     -       654.934  (meters)    2148.73   (feet)  ADJUSTED  
 TF1294  ___________________________________________________________________
 TF1294  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TF1294  DYNAMIC HT  -         655.033 (meters)    2149.05  (feet)  COMP
 TF1294  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 TF1294
 TF1294  VERT ORDER  -  SECOND    CLASS 0
 TF1294
 TF1294.The horizontal coordinates were scaled from a topographic map and have
 TF1294.an estimated accuracy of +/- 6 seconds.
 TF1294
 TF1294.The orthometric height was determined by differential leveling
 TF1294.and adjusted by the National Geodetic Survey in June 1991..
 TF1294
 TF1294.The geoid height was determined by GEOID03.
 TF1294
 TF1294.The dynamic height is computed by dividing the NAVD 88
 TF1294.geopotential number by the normal gravity value computed on the
 TF1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1294.degrees latitude (g = 980.6199 gals.).
 TF1294
 TF1294.The modeled gravity was interpolated from observed gravity values.
 TF1294
 TF1294;                    North         East    Units  Estimated Accuracy
 TF1294;SPC ND N     -   125,910.      498,950.      MT  (+/- 180 meters Scaled)
 TF1294
 TF1294                          SUPERSEDED SURVEY CONTROL
 TF1294
 TF1294  NGVD 29 (??/??/92)  654.51   (m)         2147.3    (f) COMPUTED    2 0
 TF1294
 TF1294.Superseded values are not recommended for survey control.
 TF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1294.See file dsdata.txt to determine how the superseded data were derived.
 TF1294
 TF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU873340(NAD 83)
 TF1294_MARKER: DS = TRIANGULATION STATION DISK
 TF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1294_STAMPING: G 3 Z 1962
 TF1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1294+STABILITY: SURFACE MOTION
 TF1294
 TF1294  HISTORY     - Date     Condition        Report By
 TF1294  HISTORY     - 1962     MONUMENTED       CGS
 TF1294  HISTORY     - 1963     GOOD             NGS
 TF1294
 TF1294                          STATION DESCRIPTION
 TF1294
 TF1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1294'12.5 MI NE FROM PLAZA.
 TF1294'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1294'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1294'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TF1294'EAST ALONG A GRADED COUNTY ROAD, AT THE CREST OF A HILL, 312 FEET
 TF1294'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD,
 TF1294'66.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 42.0 FEET
 TF1294'NORTHEAST OF R.M. 1, 39.0 FEET SOUTHEAST OF R.M. 2, 3.7 FEET SOUTH OF
 TF1294'A POWER POLE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 TF1294'WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1294'PROJECTING 0.2 FOOT, S 34, R 87 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1295 ***********************************************************************
 TF1295  DESIGNATION -  G 3 Z RM 1
 TF1295  PID         -  TF1295
 TF1295  STATE/COUNTY-  ND/WARD
 TF1295  USGS QUAD   -  PLAZA SE (1980)
 TF1295
 TF1295                         *CURRENT SURVEY CONTROL
 TF1295  ___________________________________________________________________
 TF1295* NAD 83(1986)-  48 07 28.     (N)    101 51 27.     (W)     SCALED    
 TF1295* NAVD 88     -       654.731  (meters)    2148.06   (feet)  ADJUSTED  
 TF1295  ___________________________________________________________________
 TF1295  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TF1295  DYNAMIC HT  -         654.829 (meters)    2148.38  (feet)  COMP
 TF1295  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 TF1295
 TF1295  VERT ORDER  -  SECOND    CLASS 0
 TF1295
 TF1295.The horizontal coordinates were scaled from a topographic map and have
 TF1295.an estimated accuracy of +/- 6 seconds.
 TF1295
 TF1295.The orthometric height was determined by differential leveling
 TF1295.and adjusted by the National Geodetic Survey in June 1991..
 TF1295
 TF1295.The geoid height was determined by GEOID03.
 TF1295
 TF1295.The dynamic height is computed by dividing the NAVD 88
 TF1295.geopotential number by the normal gravity value computed on the
 TF1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1295.degrees latitude (g = 980.6199 gals.).
 TF1295
 TF1295.The modeled gravity was interpolated from observed gravity values.
 TF1295
 TF1295;                    North         East    Units  Estimated Accuracy
 TF1295;SPC ND N     -   125,910.      498,950.      MT  (+/- 180 meters Scaled)
 TF1295
 TF1295                          SUPERSEDED SURVEY CONTROL
 TF1295
 TF1295  NGVD 29 (??/??/92)  654.30   (m)         2146.6    (f) COMPUTED    2 0
 TF1295
 TF1295.Superseded values are not recommended for survey control.
 TF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1295.See file dsdata.txt to determine how the superseded data were derived.
 TF1295
 TF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU873340(NAD 83)
 TF1295_MARKER: DR = REFERENCE MARK DISK
 TF1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1295_STAMPING: G 3 Z NO 1 1962
 TF1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1295+STABILITY: SURFACE MOTION
 TF1295
 TF1295  HISTORY     - Date     Condition        Report By
 TF1295  HISTORY     - 1962     MONUMENTED       CGS
 TF1295  HISTORY     - 1963     GOOD             NGS
 TF1295
 TF1295                          STATION DESCRIPTION
 TF1295
 TF1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1295'12.5 MI NE FROM PLAZA.
 TF1295'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1295'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1295'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TF1295'EAST ALONG A GRADED COUNTY ROAD, 39.0 FEET EAST OF THE CENTERLINE OF A
 TF1295'NORTH-SOUTH ROAD WHICH INTERSECTS THE GRADED COUNTY ROAD, 61.5 FEET
 TF1295'SOUTH OF R.M. 2, 42.0 FEET SOUTHWEST OF THE STATION MARK, ABOUT 1 FOOT
 TF1295'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TF1295'CONCRETE POST PROJECTING 0.4 FOOT, S 34, R 87 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1293 ***********************************************************************
 TF1293  DESIGNATION -  G 3 Z RM 2
 TF1293  PID         -  TF1293
 TF1293  STATE/COUNTY-  ND/WARD
 TF1293  USGS QUAD   -  PLAZA SE (1980)
 TF1293
 TF1293                         *CURRENT SURVEY CONTROL
 TF1293  ___________________________________________________________________
 TF1293* NAD 83(1986)-  48 07 28.     (N)    101 51 27.     (W)     SCALED    
 TF1293* NAVD 88     -       655.305  (meters)    2149.95   (feet)  ADJUSTED  
 TF1293  ___________________________________________________________________
 TF1293  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TF1293  DYNAMIC HT  -         655.403 (meters)    2150.27  (feet)  COMP
 TF1293  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 TF1293
 TF1293  VERT ORDER  -  SECOND    CLASS 0
 TF1293
 TF1293.The horizontal coordinates were scaled from a topographic map and have
 TF1293.an estimated accuracy of +/- 6 seconds.
 TF1293
 TF1293.The orthometric height was determined by differential leveling
 TF1293.and adjusted by the National Geodetic Survey in June 1991..
 TF1293
 TF1293.The geoid height was determined by GEOID03.
 TF1293
 TF1293.The dynamic height is computed by dividing the NAVD 88
 TF1293.geopotential number by the normal gravity value computed on the
 TF1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1293.degrees latitude (g = 980.6199 gals.).
 TF1293
 TF1293.The modeled gravity was interpolated from observed gravity values.
 TF1293
 TF1293;                    North         East    Units  Estimated Accuracy
 TF1293;SPC ND N     -   125,910.      498,950.      MT  (+/- 180 meters Scaled)
 TF1293
 TF1293                          SUPERSEDED SURVEY CONTROL
 TF1293
 TF1293  NGVD 29 (??/??/92)  654.88   (m)         2148.6    (f) COMPUTED    2 0
 TF1293
 TF1293.Superseded values are not recommended for survey control.
 TF1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1293.See file dsdata.txt to determine how the superseded data were derived.
 TF1293
 TF1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU873340(NAD 83)
 TF1293_MARKER: DR = REFERENCE MARK DISK
 TF1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1293_STAMPING: G 3 Z NO 2 1962
 TF1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1293+STABILITY: SURFACE MOTION
 TF1293
 TF1293  HISTORY     - Date     Condition        Report By
 TF1293  HISTORY     - 1962     MONUMENTED       CGS
 TF1293  HISTORY     - 1963     GOOD             NGS
 TF1293
 TF1293                          STATION DESCRIPTION
 TF1293
 TF1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1293'12.5 MI NE FROM PLAZA.
 TF1293'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1293'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1293'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TF1293'EAST ALONG A GRADED COUNTY ROAD, 39.0 FEET EAST OF THE CENTERLINE OF A
 TF1293'NORTH-SOUTH ROAD WHICH INTERSECTS THE EAST-WEST ROAD, 61.5 FEET NORTH
 TF1293'OF R.M. 1, 39.0 FEET NORTHWEST OF THE STATION MARK, ABOUT 1 FOOT BELOW
 TF1293'THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 TF1293'POST PROJECTING 0.4 FOOT, S 34, R 87 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0206 ***********************************************************************
 RP0206  DESIGNATION -  G 30
 RP0206  PID         -  RP0206
 RP0206  STATE/COUNTY-  ND/RICHLAND
 RP0206  USGS QUAD   -  MANTADOR (1964)
 RP0206
 RP0206                         *CURRENT SURVEY CONTROL
 RP0206  ___________________________________________________________________
 RP0206* NAD 83(1986)-  46 09 55.     (N)    096 58 43.     (W)     SCALED    
 RP0206* NAVD 88     -       313.072  (meters)    1027.14   (feet)  ADJUSTED  
 RP0206  ___________________________________________________________________
 RP0206  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP0206  DYNAMIC HT  -         313.073 (meters)    1027.14  (feet)  COMP
 RP0206  MODELED GRAV-     980,609.7   (mgal)                       NAVD 88
 RP0206
 RP0206  VERT ORDER  -  SECOND    CLASS 0
 RP0206
 RP0206.The horizontal coordinates were scaled from a topographic map and have
 RP0206.an estimated accuracy of +/- 6 seconds.
 RP0206
 RP0206.The orthometric height was determined by differential leveling
 RP0206.and adjusted by the National Geodetic Survey in June 1991..
 RP0206
 RP0206.The geoid height was determined by GEOID03.
 RP0206
 RP0206.The dynamic height is computed by dividing the NAVD 88
 RP0206.geopotential number by the normal gravity value computed on the
 RP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0206.degrees latitude (g = 980.6199 gals.).
 RP0206
 RP0206.The modeled gravity was interpolated from observed gravity values.
 RP0206
 RP0206;                    North         East    Units  Estimated Accuracy
 RP0206;SPC ND S     -    61,520.      871,880.      MT  (+/- 180 meters Scaled)
 RP0206
 RP0206                          SUPERSEDED SURVEY CONTROL
 RP0206
 RP0206  NGVD 29 (??/??/92)  312.825  (m)         1026.33   (f) ADJ UNCH    2 0
 RP0206
 RP0206.Superseded values are not recommended for survey control.
 RP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0206.See file dsdata.txt to determine how the superseded data were derived.
 RP0206
 RP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS560143(NAD 83)
 RP0206_MARKER: DB = BENCH MARK DISK
 RP0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0206_SP_SET: STEP
 RP0206_STAMPING: G-30 1934
 RP0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0206
 RP0206  HISTORY     - Date     Condition        Report By
 RP0206  HISTORY     - 1934     MONUMENTED       CGS
 RP0206
 RP0206                          STATION DESCRIPTION
 RP0206
 RP0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0206'IN MANTADOR.
 RP0206'AT ART O PETERSONS STORE.  SET IN NORTH END OF THE BOTTOM STEP AT THE
 RP0206'FRONT (EAST) ENTRANCE TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0729 ***********************************************************************
 SM0729  DESIGNATION -  G 300
 SM0729  PID         -  SM0729
 SM0729  STATE/COUNTY-  ND/EDDY
 SM0729  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0729
 SM0729                         *CURRENT SURVEY CONTROL
 SM0729  ___________________________________________________________________
 SM0729* NAD 83(1986)-  47 39 33.     (N)    098 32 35.     (W)     SCALED    
 SM0729* NAVD 88     -       454.157  (meters)    1490.01   (feet)  ADJUSTED  
 SM0729  ___________________________________________________________________
 SM0729  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 SM0729  DYNAMIC HT  -         454.219 (meters)    1490.22  (feet)  COMP
 SM0729  MODELED GRAV-     980,736.0   (mgal)                       NAVD 88
 SM0729
 SM0729  VERT ORDER  -  SECOND    CLASS 0
 SM0729
 SM0729.The horizontal coordinates were scaled from a topographic map and have
 SM0729.an estimated accuracy of +/- 6 seconds.
 SM0729
 SM0729.The orthometric height was determined by differential leveling
 SM0729.and adjusted by the National Geodetic Survey in June 1991..
 SM0729
 SM0729.The geoid height was determined by GEOID03.
 SM0729
 SM0729.The dynamic height is computed by dividing the NAVD 88
 SM0729.geopotential number by the normal gravity value computed on the
 SM0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0729.degrees latitude (g = 980.6199 gals.).
 SM0729
 SM0729.The modeled gravity was interpolated from observed gravity values.
 SM0729
 SM0729;                    North         East    Units  Estimated Accuracy
 SM0729;SPC ND N     -    75,150.      746,980.      MT  (+/- 180 meters Scaled)
 SM0729
 SM0729                          SUPERSEDED SURVEY CONTROL
 SM0729
 SM0729  NGVD 29 (??/??/92)  453.787  (m)         1488.80   (f) ADJ UNCH    2 0
 SM0729
 SM0729.Superseded values are not recommended for survey control.
 SM0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0729.See file dsdata.txt to determine how the superseded data were derived.
 SM0729
 SM0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT343785(NAD 83)
 SM0729_MARKER: DB = BENCH MARK DISK
 SM0729_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0729_SP_SET: 14 FT
 SM0729_STAMPING: G 300 1963
 SM0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0729
 SM0729  HISTORY     - Date     Condition        Report By
 SM0729  HISTORY     - 1963     MONUMENTED       CGS
 SM0729
 SM0729                          STATION DESCRIPTION
 SM0729
 SM0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0729'15.7 MI SE FROM HAMAR.
 SM0729'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0729'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0729'12.1 MILES SOUTH ALONG COUNTY ROADS 20 AND 15, THENCE 2.0 MILES EAST
 SM0729'ALONG A GRAVELED ROAD, IN SECTION 10, T 148 N, R 62 W, 0.25 MILES
 SM0729'SOUTH OF A TWO STORY FARMHOUSE WHICH IS ON THE WEST SIDE OF A GRAVELED
 SM0729'ROAD LEADING NORTH, 125 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND A
 SM0729'GRAVELED ROAD LEADING NORTH, 120 FEET SOUTH OF THE CENTER LINE OF THE
 SM0729'ROAD, 16 FEET WEST OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH,
 SM0729'67 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1.5 FEET
 SM0729'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET ON
 SM0729'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14
 SM0729'FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1044 ***********************************************************************
 SL1044  DESIGNATION -  G 301
 SL1044  PID         -  SL1044
 SL1044  STATE/COUNTY-  ND/GRAND FORKS
 SL1044  USGS QUAD   -  FINLEY NE (1967)
 SL1044
 SL1044                         *CURRENT SURVEY CONTROL
 SL1044  ___________________________________________________________________
 SL1044* NAD 83(1986)-  47 41 12.     (N)    097 45 13.     (W)     SCALED    
 SL1044* NAVD 88     -       398.463  (meters)    1307.29   (feet)  ADJUSTED  
 SL1044  ___________________________________________________________________
 SL1044  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 SL1044  DYNAMIC HT  -         398.519 (meters)    1307.47  (feet)  COMP
 SL1044  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 SL1044
 SL1044  VERT ORDER  -  SECOND    CLASS 0
 SL1044
 SL1044.The horizontal coordinates were scaled from a topographic map and have
 SL1044.an estimated accuracy of +/- 6 seconds.
 SL1044
 SL1044.The orthometric height was determined by differential leveling
 SL1044.and adjusted by the National Geodetic Survey in June 1991..
 SL1044
 SL1044.The geoid height was determined by GEOID03.
 SL1044
 SL1044.The dynamic height is computed by dividing the NAVD 88
 SL1044.geopotential number by the normal gravity value computed on the
 SL1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1044.degrees latitude (g = 980.6199 gals.).
 SL1044
 SL1044.The modeled gravity was interpolated from observed gravity values.
 SL1044
 SL1044;                    North         East    Units  Estimated Accuracy
 SL1044;SPC ND N     -    80,020.      806,140.      MT  (+/- 180 meters Scaled)
 SL1044
 SL1044                          SUPERSEDED SURVEY CONTROL
 SL1044
 SL1044  NGVD 29 (??/??/92)  398.097  (m)         1306.09   (f) ADJ UNCH    2 0
 SL1044
 SL1044.Superseded values are not recommended for survey control.
 SL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1044.See file dsdata.txt to determine how the superseded data were derived.
 SL1044
 SL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT935822(NAD 83)
 SL1044_MARKER: DB = BENCH MARK DISK
 SL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1044_STAMPING: G 301 1963
 SL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1044+STABILITY: SURFACE MOTION
 SL1044
 SL1044  HISTORY     - Date     Condition        Report By
 SL1044  HISTORY     - 1963     MONUMENTED       CGS
 SL1044
 SL1044                          STATION DESCRIPTION
 SL1044
 SL1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1044'12.3 MI SW FROM NORTHWOOD.
 SL1044'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1044'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1044'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL1044'WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES SOUTH ALONG A GRAVELED
 SL1044'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, OR 2.7 MILES EAST
 SL1044'ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN CHURCH AT SHARON,
 SL1044'THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 5.0 MILES NORTH
 SL1044'ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG COUNTY ROAD 16,
 SL1044'THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 25, T 149 N, R
 SL1044'56 W, 82 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 SL1044'GRAVELED ROAD NORTH AND TRAIL ROAD SOUTH, 51 FEET NORTH OF THE CENTER
 SL1044'LINE OF THE ROAD, 66 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD
 SL1044'NORTH, 25 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A FENCE, 1.7 FEET
 SL1044'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD
 SL1044'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1061 ***********************************************************************
 SL1061  DESIGNATION -  G 302
 SL1061  PID         -  SL1061
 SL1061  STATE/COUNTY-  ND/STEELE
 SL1061  USGS QUAD   -  FINLEY (1967)
 SL1061
 SL1061                         *CURRENT SURVEY CONTROL
 SL1061  ___________________________________________________________________
 SL1061* NAD 83(1986)-  47 36 03.     (N)    097 46 17.     (W)     SCALED    
 SL1061* NAVD 88     -       411.529  (meters)    1350.16   (feet)  ADJUSTED  
 SL1061  ___________________________________________________________________
 SL1061  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 SL1061  DYNAMIC HT  -         411.582 (meters)    1350.33  (feet)  COMP
 SL1061  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 SL1061
 SL1061  VERT ORDER  -  SECOND    CLASS 0
 SL1061
 SL1061.The horizontal coordinates were scaled from a topographic map and have
 SL1061.an estimated accuracy of +/- 6 seconds.
 SL1061
 SL1061.The orthometric height was determined by differential leveling
 SL1061.and adjusted by the National Geodetic Survey in June 1991..
 SL1061
 SL1061.The geoid height was determined by GEOID03.
 SL1061
 SL1061.The dynamic height is computed by dividing the NAVD 88
 SL1061.geopotential number by the normal gravity value computed on the
 SL1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1061.degrees latitude (g = 980.6199 gals.).
 SL1061
 SL1061.The modeled gravity was interpolated from observed gravity values.
 SL1061
 SL1061;                    North         East    Units  Estimated Accuracy
 SL1061;SPC ND N     -    70,440.      805,140.      MT  (+/- 180 meters Scaled)
 SL1061
 SL1061                          SUPERSEDED SURVEY CONTROL
 SL1061
 SL1061  NGVD 29 (??/??/92)  411.167  (m)         1348.97   (f) ADJ UNCH    2 0
 SL1061
 SL1061.Superseded values are not recommended for survey control.
 SL1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1061.See file dsdata.txt to determine how the superseded data were derived.
 SL1061
 SL1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT923726(NAD 83)
 SL1061_MARKER: DB = BENCH MARK DISK
 SL1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1061_STAMPING: G 302 1963
 SL1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1061+STABILITY: SURFACE MOTION
 SL1061
 SL1061  HISTORY     - Date     Condition        Report By
 SL1061  HISTORY     - 1963     MONUMENTED       CGS
 SL1061  HISTORY     - 1968     GOOD             DOD
 SL1061
 SL1061                          STATION DESCRIPTION
 SL1061
 SL1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1061'5.9 MI E FROM SHARON.
 SL1061'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1061'CHURCH AT SHARON, THENCE 3.2 MILES EAST ALONG A GRAVELED ROAD, IN
 SL1061'SECTION 27, T 148 N, R 56 W, 78 FEET NORTHWEST OF THE CENTER OF THE
 SL1061'INTERSECTION WITH A GRAVELED ROAD NORTH AND A TRAIL ROAD SOUTH, 62
 SL1061'FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET WEST OF THE CENTER
 SL1061'LINE OF THE ROAD NORTH, 4 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 SL1061'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SL1061'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SL1061
 SL1061                          STATION RECOVERY (1968)
 SL1061
 SL1061'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0565 ***********************************************************************
 SL0565  DESIGNATION -  G 303
 SL0565  PID         -  SL0565
 SL0565  STATE/COUNTY-  ND/STEELE
 SL0565  USGS QUAD   -  BLABON (1967)
 SL0565
 SL0565                         *CURRENT SURVEY CONTROL
 SL0565  ___________________________________________________________________
 SL0565* NAD 83(1986)-  47 26 28.     (N)    097 48 37.     (W)     SCALED    
 SL0565* NAVD 88     -       425.075  (meters)    1394.60   (feet)  ADJUSTED  
 SL0565  ___________________________________________________________________
 SL0565  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 SL0565  DYNAMIC HT  -         425.121 (meters)    1394.75  (feet)  COMP
 SL0565  MODELED GRAV-     980,708.2   (mgal)                       NAVD 88
 SL0565
 SL0565  VERT ORDER  -  SECOND    CLASS 0
 SL0565
 SL0565.The horizontal coordinates were scaled from a topographic map and have
 SL0565.an estimated accuracy of +/- 6 seconds.
 SL0565
 SL0565.The orthometric height was determined by differential leveling
 SL0565.and adjusted by the National Geodetic Survey in June 1991..
 SL0565
 SL0565.The geoid height was determined by GEOID03.
 SL0565
 SL0565.The dynamic height is computed by dividing the NAVD 88
 SL0565.geopotential number by the normal gravity value computed on the
 SL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0565.degrees latitude (g = 980.6199 gals.).
 SL0565
 SL0565.The modeled gravity was interpolated from observed gravity values.
 SL0565
 SL0565;                    North         East    Units  Estimated Accuracy
 SL0565;SPC ND N     -    52,590.      802,840.      MT  (+/- 180 meters Scaled)
 SL0565
 SL0565                          SUPERSEDED SURVEY CONTROL
 SL0565
 SL0565  NGVD 29 (??/??/92)  424.713  (m)         1393.41   (f) ADJ UNCH    2 0
 SL0565
 SL0565.Superseded values are not recommended for survey control.
 SL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0565.See file dsdata.txt to determine how the superseded data were derived.
 SL0565
 SL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT897548(NAD 83)
 SL0565_MARKER: DB = BENCH MARK DISK
 SL0565_SETTING: 0 = UNSPECIFIED SETTING
 SL0565_STAMPING: G 303 1963
 SL0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0565
 SL0565  HISTORY     - Date     Condition        Report By
 SL0565  HISTORY     - 1963     MONUMENTED       CGS
 SL0565  HISTORY     - 1964     GOOD             NGS
 SL0565
 SL0565                          STATION DESCRIPTION
 SL0565
 SL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0565'IN PICKERT.
 SL0565'AT PICKERT, IN SECTION 21, T 146 N, R 56 W, SET IN THE TOP OF A
 SL0565'CONCRETE LEDGE IN THE NORTH CONCRETE FOUNDATION OF THE MORE NORTHERLY
 SL0565'OF 2 GRAIN ELEVATORS 93 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK
 SL0565'OF THE GREAT NORTHERN RAILWAY, 51 FEET SOUTH OF THE CENTER LINE OF A
 SL0565'ROAD, 5.3 FEET EAST OF THE NORTHWEST CORNER OF THE ELEVATOR, 1.2 FEET
 SL0565'SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 SL0565'THE ROAD.
 SL0565
 SL0565                          STATION RECOVERY (1964)
 SL0565
 SL0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0895 ***********************************************************************
 SL0895  FBN         -  This is a Federal Base Network Control Station.
 SL0895  DESIGNATION -  G 304
 SL0895  PID         -  SL0895
 SL0895  STATE/COUNTY-  ND/STEELE
 SL0895  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0895
 SL0895                         *CURRENT SURVEY CONTROL
 SL0895  ___________________________________________________________________
 SL0895* NAD 83(1996)-  47 31 15.63990(N)    097 41 09.59005(W)     ADJUSTED  
 SL0895* NAVD 88     -       368.398  (meters)    1208.65   (feet)  ADJUSTED  
 SL0895  ___________________________________________________________________
 SL0895  X           -    -577,155.773 (meters)                     COMP
 SL0895  Y           -  -4,276,607.522 (meters)                     COMP
 SL0895  Z           -   4,681,328.349 (meters)                     COMP
 SL0895  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 SL0895  ELLIP HEIGHT-         342.66  (meters)          (04/07/03) GPS OBS
 SL0895  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 SL0895  DYNAMIC HT  -         368.443 (meters)    1208.80  (feet)  COMP
 SL0895  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 SL0895
 SL0895  HORZ ORDER  -  B
 SL0895  VERT ORDER  -  SECOND    CLASS 0
 SL0895  ELLP ORDER  -  THIRD     CLASS II
 SL0895
 SL0895.The horizontal coordinates were established by GPS observations
 SL0895.and adjusted by the National Geodetic Survey in August 1997..
 SL0895
 SL0895.The orthometric height was determined by differential leveling
 SL0895.and adjusted by the National Geodetic Survey in June 1991..
 SL0895
 SL0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL0895
 SL0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0895
 SL0895.The ellipsoidal height was determined by GPS observations
 SL0895.and is referenced to NAD 83.
 SL0895
 SL0895.The geoid height was determined by GEOID03.
 SL0895
 SL0895.The dynamic height is computed by dividing the NAVD 88
 SL0895.geopotential number by the normal gravity value computed on the
 SL0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0895.degrees latitude (g = 980.6199 gals.).
 SL0895
 SL0895.The modeled gravity was interpolated from observed gravity values.
 SL0895
 SL0895;                    North         East     Units Scale Factor Converg.
 SL0895;SPC ND N     -    61,798.572   811,881.820   MT  0.99998392   +2 05 38.4
 SL0895;SPC ND N     -   202,751.22  2,663,654.27   iFT  0.99998392   +2 05 38.4
 SL0895;UTM  14      - 5,263,901.488   598,921.815   MT  0.99972025   +0 58 09.1
 SL0895
 SL0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0895!SPC ND N     -   0.99994629  x   0.99998392  =   0.99993022
 SL0895!UTM  14      -   0.99994629  x   0.99972025  =   0.99966656
 SL0895
 SL0895                          SUPERSEDED SURVEY CONTROL
 SL0895
 SL0895  ELLIP H (08/29/97)  342.69   (m)                       GP(       ) 3 2
 SL0895  NAVD 88 (08/29/97)  368.40   (m)         1208.7    (f) LEVELING    3  
 SL0895  NGVD 29 (??/??/92)  368.041  (m)         1207.48   (f) ADJ UNCH    2 0
 SL0895
 SL0895.Superseded values are not recommended for survey control.
 SL0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0895.See file dsdata.txt to determine how the superseded data were derived.
 SL0895
 SL0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9892263901(NAD 83)
 SL0895_MARKER: DB = BENCH MARK DISK
 SL0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0895_STAMPING: G 304 1963
 SL0895_MARK LOGO: CGS   
 SL0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0895+STABILITY: SURFACE MOTION
 SL0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0895+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 SL0895
 SL0895  HISTORY     - Date     Condition        Report By
 SL0895  HISTORY     - 1963     MONUMENTED       CGS
 SL0895  HISTORY     - 19961029 GOOD             NGS
 SL0895  HISTORY     - 20020520 GOOD             NGS
 SL0895  HISTORY     - 20021217 GOOD             NDDT
 SL0895
 SL0895                          STATION DESCRIPTION
 SL0895
 SL0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0895'7.2 MI E FROM FINLEY.
 SL0895'ABOUT 7.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0895'FINLEY, IN SECTION 28, T 147 N, R 55 W, 177 FEET NORTHEAST OF THE
 SL0895'CENTER OF A ROAD INTERSECTION, 94 FEET SOUTH OF THE CENTER LINE OF THE
 SL0895'HIGHWAY, 150 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 23
 SL0895'FEET NORTHWEST OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, 1.8 FEET
 SL0895'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 SL0895'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 SL0895
 SL0895                          STATION RECOVERY (1996)
 SL0895
 SL0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 SL0895'THE STATION IS LOCATED ABOUT 11.5 KM (7.15 MI) EAST OF FINLEY, IN THE
 SL0895'NORTHEAST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 200 AND A SECTION
 SL0895'LINE ROAD, AND ON THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP -- NORTH DAKOTA
 SL0895'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE T-JUNCTION OF STATE
 SL0895'HIGHWAYS 200 AND 32 IN THE TOWN OF FINLEY, GO EAST ON HIGHWAY 200 FOR
 SL0895'11.5 KM (7.15 MI) TO THE STATION ON THE LEFT JUST AFTER A GRAVEL ROAD.
 SL0895'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 SL0895'PROJECTING 10 CM.  IT IS 46.4 M (152.2 FT) EAST OF THE GRAVEL ROAD
 SL0895'CENTER, 28.6 M (93.8 FT) NORTH OF AND ABOUT LEVEL WITH THE HIGHWAY
 SL0895'CENTER, 21.8 M (71.5 FT) EAST OF THE EAST FACE OF A 0.45 M (1.5 FT) X
 SL0895'1.5 M (4.9 FT) STEEL CABLE JUNCTION BOX PROJECTING 0.8 M (2.6 FT), 7.1
 SL0895'M (23.3 FT) NORTH-NORTHWEST OF A POWER POLE WITH ONE GUY WIRE AND 0.5
 SL0895'M (1.6 FT) WEST OF A STEEL WITNESS POST.
 SL0895
 SL0895                          STATION RECOVERY (2002)
 SL0895
 SL0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SL0895'RECOVERED AS DESCRIBED.
 SL0895'
 SL0895
 SL0895                          STATION RECOVERY (2002)
 SL0895
 SL0895'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL)
 SL0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0423 ***********************************************************************
 SM0423  DESIGNATION -  G 305
 SM0423  PID         -  SM0423
 SM0423  STATE/COUNTY-  ND/GRIGGS
 SM0423  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0423
 SM0423                         *CURRENT SURVEY CONTROL
 SM0423  ___________________________________________________________________
 SM0423* NAD 83(1986)-  47 26 30.     (N)    098 13 12.     (W)     SCALED    
 SM0423* NAVD 88     -       446.101  (meters)    1463.58   (feet)  ADJUSTED  
 SM0423  ___________________________________________________________________
 SM0423  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 SM0423  DYNAMIC HT  -         446.154 (meters)    1463.76  (feet)  COMP
 SM0423  MODELED GRAV-     980,717.9   (mgal)                       NAVD 88
 SM0423
 SM0423  VERT ORDER  -  SECOND    CLASS 0
 SM0423
 SM0423.The horizontal coordinates were scaled from a topographic map and have
 SM0423.an estimated accuracy of +/- 6 seconds.
 SM0423
 SM0423.The orthometric height was determined by differential leveling
 SM0423.and adjusted by the National Geodetic Survey in June 1991..
 SM0423
 SM0423.The geoid height was determined by GEOID03.
 SM0423
 SM0423.The dynamic height is computed by dividing the NAVD 88
 SM0423.geopotential number by the normal gravity value computed on the
 SM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0423.degrees latitude (g = 980.6199 gals.).
 SM0423
 SM0423.The modeled gravity was interpolated from observed gravity values.
 SM0423
 SM0423;                    North         East    Units  Estimated Accuracy
 SM0423;SPC ND N     -    51,650.      771,950.      MT  (+/- 180 meters Scaled)
 SM0423
 SM0423                          SUPERSEDED SURVEY CONTROL
 SM0423
 SM0423  NGVD 29 (??/??/92)  445.750  (m)         1462.43   (f) ADJ UNCH    2 0
 SM0423
 SM0423.Superseded values are not recommended for survey control.
 SM0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0423.See file dsdata.txt to determine how the superseded data were derived.
 SM0423
 SM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT588545(NAD 83)
 SM0423_MARKER: DB = BENCH MARK DISK
 SM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0423_STAMPING: G 305 1963
 SM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0423+STABILITY: SURFACE MOTION
 SM0423
 SM0423  HISTORY     - Date     Condition        Report By
 SM0423  HISTORY     - 1963     MONUMENTED       CGS
 SM0423
 SM0423                          STATION DESCRIPTION
 SM0423
 SM0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0423'4.5 MI W FROM COOPERSTOWN.
 SM0423'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0423'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0423'THENCE 3.6 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 30, T
 SM0423'146 N, R 59 W, AT AN INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH
 SM0423'ROAD, 209 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 212 FEET WEST
 SM0423'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.9 FEET NORTH OF A
 SM0423'CONCRETE RIGHT OF WAY MARKER POST, 1.8 FEET SOUTH OF A METAL WITNESS
 SM0423'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SM0423'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0237 ***********************************************************************
 SM0237  DESIGNATION -  G 306
 SM0237  PID         -  SM0237
 SM0237  STATE/COUNTY-  ND/NELSON
 SM0237  USGS QUAD   -  MC VILLE (1961)
 SM0237
 SM0237                         *CURRENT SURVEY CONTROL
 SM0237  ___________________________________________________________________
 SM0237* NAD 83(1986)-  47 46 24.     (N)    098 11 25.     (W)     SCALED    
 SM0237* NAVD 88     -       447.644  (meters)    1468.65   (feet)  ADJUSTED  
 SM0237  ___________________________________________________________________
 SM0237  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SM0237  DYNAMIC HT  -         447.719 (meters)    1468.89  (feet)  COMP
 SM0237  MODELED GRAV-     980,763.8   (mgal)                       NAVD 88
 SM0237
 SM0237  VERT ORDER  -  SECOND    CLASS 0
 SM0237
 SM0237.The horizontal coordinates were scaled from a topographic map and have
 SM0237.an estimated accuracy of +/- 6 seconds.
 SM0237
 SM0237.The orthometric height was determined by differential leveling
 SM0237.and adjusted by the National Geodetic Survey in June 1991..
 SM0237
 SM0237.The geoid height was determined by GEOID03.
 SM0237
 SM0237.The dynamic height is computed by dividing the NAVD 88
 SM0237.geopotential number by the normal gravity value computed on the
 SM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0237.degrees latitude (g = 980.6199 gals.).
 SM0237
 SM0237.The modeled gravity was interpolated from observed gravity values.
 SM0237
 SM0237;                    North         East    Units  Estimated Accuracy
 SM0237;SPC ND N     -    88,580.      773,080.      MT  (+/- 180 meters Scaled)
 SM0237
 SM0237                          SUPERSEDED SURVEY CONTROL
 SM0237
 SM0237  NGVD 29 (??/??/92)  447.285  (m)         1467.47   (f) ADJ UNCH    2 0
 SM0237
 SM0237.Superseded values are not recommended for survey control.
 SM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0237.See file dsdata.txt to determine how the superseded data were derived.
 SM0237
 SM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT606914(NAD 83)
 SM0237_MARKER: DB = BENCH MARK DISK
 SM0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0237_SP_SET: BUILDING
 SM0237_STAMPING: G 306 1963
 SM0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0237
 SM0237  HISTORY     - Date     Condition        Report By
 SM0237  HISTORY     - 1963     MONUMENTED       CGS
 SM0237
 SM0237                          STATION DESCRIPTION
 SM0237
 SM0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0237'1.15 MI NW FROM MCVILLE.
 SM0237'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 15 FROM THE GREAT
 SM0237'NORTHERN RAILWAY STATION AT MCVILLE, THENCE 0.25 MILE NORTH ALONG A
 SM0237'GRAVELED ROAD, THENCE 0.65 MILE NORTHWEST ALONG A DIRT RUNWAY AT THE
 SM0237'MCVILLE AIRPORT, IN SECTION 34, T 150 N, R 59 W, 60 FEET SOUTH OF THE
 SM0237'CENTER LINE OF A GRAVELED ROAD, 27 FEET EAST OF THE EAST FENCE OF THE
 SM0237'MCVILLE CEMETERY, 2 1/2 FEET ABOVE THE GROUND, AND SET VERTICALLY IN
 SM0237'THE EAST FACE OF A SMALL CONCRETE BUILDING 1 FOOT SOUTH OF THE
 SM0237'NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1036 ***********************************************************************
 SL1036  DESIGNATION -  G 307
 SL1036  PID         -  SL1036
 SL1036  STATE/COUNTY-  ND/STEELE
 SL1036  USGS QUAD   -  ANETA (1967)
 SL1036
 SL1036                         *CURRENT SURVEY CONTROL
 SL1036  ___________________________________________________________________
 SL1036* NAD 83(1986)-  47 39 34.     (N)    097 53 57.     (W)     SCALED    
 SL1036* NAVD 88     -       451.229  (meters)    1480.41   (feet)  ADJUSTED  
 SL1036  ___________________________________________________________________
 SL1036  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 SL1036  DYNAMIC HT  -         451.286 (meters)    1480.59  (feet)  COMP
 SL1036  MODELED GRAV-     980,724.6   (mgal)                       NAVD 88
 SL1036
 SL1036  VERT ORDER  -  SECOND    CLASS 0
 SL1036
 SL1036.The horizontal coordinates were scaled from a topographic map and have
 SL1036.an estimated accuracy of +/- 6 seconds.
 SL1036
 SL1036.The orthometric height was determined by differential leveling
 SL1036.and adjusted by the National Geodetic Survey in June 1991..
 SL1036
 SL1036.The geoid height was determined by GEOID03.
 SL1036
 SL1036.The dynamic height is computed by dividing the NAVD 88
 SL1036.geopotential number by the normal gravity value computed on the
 SL1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1036.degrees latitude (g = 980.6199 gals.).
 SL1036
 SL1036.The modeled gravity was interpolated from observed gravity values.
 SL1036
 SL1036;                    North         East    Units  Estimated Accuracy
 SL1036;SPC ND N     -    76,620.      795,320.      MT  (+/- 180 meters Scaled)
 SL1036
 SL1036                          SUPERSEDED SURVEY CONTROL
 SL1036
 SL1036  NGVD 29 (??/??/92)  450.859  (m)         1479.19   (f) ADJ UNCH    2 0
 SL1036
 SL1036.Superseded values are not recommended for survey control.
 SL1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1036.See file dsdata.txt to determine how the superseded data were derived.
 SL1036
 SL1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT826790(NAD 83)
 SL1036_MARKER: DB = BENCH MARK DISK
 SL1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL1036_SP_SET: FOUNDATION
 SL1036_STAMPING: G 307 1963
 SL1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1036
 SL1036  HISTORY     - Date     Condition        Report By
 SL1036  HISTORY     - 1963     MONUMENTED       CGS
 SL1036
 SL1036                          STATION DESCRIPTION
 SL1036
 SL1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1036'5.85 MI SE FROM ANETA.
 SL1036'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SL1036'STATION AT ANETA, THENCE 1.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SL1036'THENCE 1.3 MILES EAST ALONG A GRADED DIRT ROAD, THENCE 2.8 MILES EAST
 SL1036'ALONG A GRAVELED ROAD, IN SECTION 3, T 148 N, R 57 W, OR 2.7 MILES
 SL1036'EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN CHURCH AT
 SL1036'SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 4.0 MILES
 SL1036'NORTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED
 SL1036'ROAD, 115 FEET WEST OF THE INTERSECTION WITH A NORTH-SOUTH ROAD, 196
 SL1036'FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 INCHES ABOVE THE GROUND,
 SL1036'AND SET VERTICALLY IN THE EAST FACE AND NEAR THE CENTER OF THE
 SL1036'CONCRETE FOUNDATION OF A MACHINE SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0405 ***********************************************************************
 SM0405  DESIGNATION -  G 308
 SM0405  PID         -  SM0405
 SM0405  STATE/COUNTY-  ND/GRIGGS
 SM0405  USGS QUAD   -  SUTTON NE (1961)
 SM0405
 SM0405                         *CURRENT SURVEY CONTROL
 SM0405  ___________________________________________________________________
 SM0405* NAD 83(1986)-  47 26 31.     (N)    098 22 18.     (W)     SCALED    
 SM0405* NAVD 88     -       442.280  (meters)    1451.05   (feet)  ADJUSTED  
 SM0405  ___________________________________________________________________
 SM0405  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SM0405  DYNAMIC HT  -         442.332 (meters)    1451.22  (feet)  COMP
 SM0405  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 SM0405
 SM0405  VERT ORDER  -  SECOND    CLASS 0
 SM0405
 SM0405.The horizontal coordinates were scaled from a topographic map and have
 SM0405.an estimated accuracy of +/- 6 seconds.
 SM0405
 SM0405.The orthometric height was determined by differential leveling
 SM0405.and adjusted by the National Geodetic Survey in June 1991..
 SM0405
 SM0405.The geoid height was determined by GEOID03.
 SM0405
 SM0405.The dynamic height is computed by dividing the NAVD 88
 SM0405.geopotential number by the normal gravity value computed on the
 SM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0405.degrees latitude (g = 980.6199 gals.).
 SM0405
 SM0405.The modeled gravity was interpolated from observed gravity values.
 SM0405
 SM0405;                    North         East    Units  Estimated Accuracy
 SM0405;SPC ND N     -    51,350.      760,510.      MT  (+/- 180 meters Scaled)
 SM0405
 SM0405                          SUPERSEDED SURVEY CONTROL
 SM0405
 SM0405  NGVD 29 (??/??/92)  441.928  (m)         1449.89   (f) ADJ UNCH    2 0
 SM0405
 SM0405.Superseded values are not recommended for survey control.
 SM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0405.See file dsdata.txt to determine how the superseded data were derived.
 SM0405
 SM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT473544(NAD 83)
 SM0405_MARKER: DB = BENCH MARK DISK
 SM0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0405_STAMPING: G 308 1963
 SM0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0405+STABILITY: SURFACE MOTION
 SM0405
 SM0405  HISTORY     - Date     Condition        Report By
 SM0405  HISTORY     - 1963     MONUMENTED       CGS
 SM0405
 SM0405                          STATION DESCRIPTION
 SM0405
 SM0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0405'7.0 MI N FROM REVERE.
 SM0405'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0405'STATION AND PHONE BOOTH AT REVERE, THENCE 0.85 MILE NORTH ALONG A
 SM0405'GRAVELED ROAD, THENCE 2.4 MILES NORTH ALONG A TRAIL ROAD, THENCE 0.2
 SM0405'MILE NORTH ALONG A FENCE, THENCE 0.4 MILE NORTH ACROSS COUNTRY, THENCE
 SM0405'0.4 MILE NORTH ALONG A TRAIL ROAD, THENCE 0.6 MILE NORTH ALONG A
 SM0405'GRAVELED ROAD, IN SECTION 25, T 146 N, R 61 W, AT THE INTERSECTION OF
 SM0405'THE GRAVELED ROAD WITH STATE HIGHWAY 7, 101 FEET WEST OF THE CENTER
 SM0405'LINE OF THE ROAD, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 67
 SM0405'FEET WEST OF A POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 1.5 FEET
 SM0405'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0405'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0329 ***********************************************************************
 SM0329  DESIGNATION -  G 309
 SM0329  PID         -  SM0329
 SM0329  STATE/COUNTY-  ND/GRIGGS
 SM0329  USGS QUAD   -  JESSIE (1961)
 SM0329
 SM0329                         *CURRENT SURVEY CONTROL
 SM0329  ___________________________________________________________________
 SM0329* NAD 83(1986)-  47 34 20.     (N)    098 08 03.     (W)     SCALED    
 SM0329* NAVD 88     -       442.149  (meters)    1450.62   (feet)  ADJUSTED  
 SM0329  ___________________________________________________________________
 SM0329  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 SM0329  DYNAMIC HT  -         442.205 (meters)    1450.80  (feet)  COMP
 SM0329  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 SM0329
 SM0329  VERT ORDER  -  SECOND    CLASS 0
 SM0329
 SM0329.The horizontal coordinates were scaled from a topographic map and have
 SM0329.an estimated accuracy of +/- 6 seconds.
 SM0329
 SM0329.The orthometric height was determined by differential leveling
 SM0329.and adjusted by the National Geodetic Survey in June 1991..
 SM0329
 SM0329.The geoid height was determined by GEOID03.
 SM0329
 SM0329.The dynamic height is computed by dividing the NAVD 88
 SM0329.geopotential number by the normal gravity value computed on the
 SM0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0329.degrees latitude (g = 980.6199 gals.).
 SM0329
 SM0329.The modeled gravity was interpolated from observed gravity values.
 SM0329
 SM0329;                    North         East    Units  Estimated Accuracy
 SM0329;SPC ND N     -    66,350.      777,970.      MT  (+/- 180 meters Scaled)
 SM0329
 SM0329                          SUPERSEDED SURVEY CONTROL
 SM0329
 SM0329  NGVD 29 (??/??/92)  441.787  (m)         1449.43   (f) ADJ UNCH    2 0
 SM0329
 SM0329.Superseded values are not recommended for survey control.
 SM0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0329.See file dsdata.txt to determine how the superseded data were derived.
 SM0329
 SM0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT651691(NAD 83)
 SM0329_MARKER: DB = BENCH MARK DISK
 SM0329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0329_SP_SET: 16 FT
 SM0329_STAMPING: G 309 1963
 SM0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0329
 SM0329  HISTORY     - Date     Condition        Report By
 SM0329  HISTORY     - 1963     MONUMENTED       CGS
 SM0329
 SM0329                          STATION DESCRIPTION
 SM0329
 SM0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0329'9.4 MI N FROM COOPERSTOWN.
 SM0329'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0329'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0329'HIGHWAY 45, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SM0329'11, T 147 N, R 59 W, 97 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 SM0329'ROAD INTERSECTION, 75 FEET WEST OF THE CENTER LINE OF THE ROAD, 66
 SM0329'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 11 FEET
 SM0329'NORTH OF A POWER POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SM0329'LEVEL WITH THE ROAD AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD
 SM0329'THAT IS DRIVEN TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE
 SM0329'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0069 ***********************************************************************
 RQ0069  DESIGNATION -  G 31
 RQ0069  PID         -  RQ0069
 RQ0069  STATE/COUNTY-  ND/LA MOURE
 RQ0069  USGS QUAD   -  VERONA (1970)
 RQ0069
 RQ0069                         *CURRENT SURVEY CONTROL
 RQ0069  ___________________________________________________________________
 RQ0069* NAD 83(1986)-  46 21 57.     (N)    098 04 20.     (W)     SCALED    
 RQ0069* NAVD 88     -       422.488  (meters)    1386.11   (feet)  ADJUSTED  
 RQ0069  ___________________________________________________________________
 RQ0069  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 RQ0069  DYNAMIC HT  -         422.503 (meters)    1386.16  (feet)  COMP
 RQ0069  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 RQ0069
 RQ0069  VERT ORDER  -  SECOND    CLASS 0
 RQ0069
 RQ0069.The horizontal coordinates were scaled from a topographic map and have
 RQ0069.an estimated accuracy of +/- 6 seconds.
 RQ0069
 RQ0069.The orthometric height was determined by differential leveling
 RQ0069.and adjusted by the National Geodetic Survey in June 1991..
 RQ0069
 RQ0069.The geoid height was determined by GEOID03.
 RQ0069
 RQ0069.The dynamic height is computed by dividing the NAVD 88
 RQ0069.geopotential number by the normal gravity value computed on the
 RQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0069.degrees latitude (g = 980.6199 gals.).
 RQ0069
 RQ0069.The modeled gravity was interpolated from observed gravity values.
 RQ0069
 RQ0069;                    North         East    Units  Estimated Accuracy
 RQ0069;SPC ND S     -    80,600.      786,790.      MT  (+/- 180 meters Scaled)
 RQ0069
 RQ0069                          SUPERSEDED SURVEY CONTROL
 RQ0069
 RQ0069  NGVD 29 (??/??/92)  422.159  (m)         1385.03   (f) ADJ UNCH    2 0
 RQ0069
 RQ0069.Superseded values are not recommended for survey control.
 RQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0069.See file dsdata.txt to determine how the superseded data were derived.
 RQ0069
 RQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS713351(NAD 83)
 RQ0069_MARKER: DB = BENCH MARK DISK
 RQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0069_STAMPING: G 31 1934
 RQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0069+STABILITY: SURFACE MOTION
 RQ0069
 RQ0069  HISTORY     - Date     Condition        Report By
 RQ0069  HISTORY     - 1934     MONUMENTED       CGS
 RQ0069  HISTORY     - 1953     GOOD             USGS
 RQ0069
 RQ0069                          STATION DESCRIPTION
 RQ0069
 RQ0069'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RQ0069'IN VERONA.
 RQ0069'AT VERONA, LA MOURE COUNTY, ABOUT 220 FEET EAST OF THE NORTHERN
 RQ0069'PACIFIC RAILWAY STATION, ABOUT 15 POLES WEST OF MILEPOST 75, ABOUT 40
 RQ0069'FEET WEST OF THE CENTER OF THE MAIN STREET CROSSING, ABOUT 48 FEET
 RQ0069'NORTH OF THE CENTER LINE OF THE TRACK, 9 FEET NORTH OF A POLE, AND 3
 RQ0069'FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 RQ0069'G 31 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS 46 FT.
 RQ0069'N. AND 34 FT. W. FROM CENTER RAILROAD GRADE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0251 ***********************************************************************
 RP0251  DESIGNATION -  G 32
 RP0251  PID         -  RP0251
 RP0251  STATE/COUNTY-  ND/RICHLAND
 RP0251  USGS QUAD   -  ABERCROMBIE (1973)
 RP0251
 RP0251                         *CURRENT SURVEY CONTROL
 RP0251  ___________________________________________________________________
 RP0251* NAD 83(1986)-  46 28 13.     (N)    096 44 35.     (W)     SCALED    
 RP0251* NAVD 88     -       285.877  (meters)     937.91   (feet)  ADJUSTED  
 RP0251  ___________________________________________________________________
 RP0251  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 RP0251  DYNAMIC HT  -         285.894 (meters)     937.97  (feet)  COMP
 RP0251  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 RP0251
 RP0251  VERT ORDER  -  SECOND    CLASS I
 RP0251
 RP0251.The horizontal coordinates were scaled from a topographic map and have
 RP0251.an estimated accuracy of +/- 6 seconds.
 RP0251
 RP0251.The orthometric height was determined by differential leveling
 RP0251.and adjusted by the National Geodetic Survey in September 1999..
 RP0251.WARNING-Repeat measurements at this control monument indicate possible
 RP0251.vertical movement.
 RP0251
 RP0251.The geoid height was determined by GEOID03.
 RP0251
 RP0251.The dynamic height is computed by dividing the NAVD 88
 RP0251.geopotential number by the normal gravity value computed on the
 RP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0251.degrees latitude (g = 980.6199 gals.).
 RP0251
 RP0251.The modeled gravity was interpolated from observed gravity values.
 RP0251
 RP0251;                    North         East    Units  Estimated Accuracy
 RP0251;SPC ND S     -    96,230.      888,430.      MT  (+/- 180 meters Scaled)
 RP0251
 RP0251                          SUPERSEDED SURVEY CONTROL
 RP0251
 RP0251  NAVD 88 (06/15/91)  285.864  (m)          937.87   (f) UNKNOWN     1 2
 RP0251  NGVD 29 (??/??/92)  285.484  (m)          936.63   (f) ADJ UNCH    1 2
 RP0251
 RP0251.Superseded values are not recommended for survey control.
 RP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0251.See file dsdata.txt to determine how the superseded data were derived.
 RP0251
 RP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS732487(NAD 83)
 RP0251_MARKER: DB = BENCH MARK DISK
 RP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0251_SP_SET: CONCRETE POST
 RP0251_STAMPING: G 32 1934
 RP0251_MARK LOGO: CGS   
 RP0251_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0251+STABILITY: SURFACE MOTION
 RP0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0251+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 RP0251
 RP0251  HISTORY     - Date     Condition        Report By
 RP0251  HISTORY     - 1934     MONUMENTED       CGS
 RP0251  HISTORY     - 1962     GOOD             NGS
 RP0251  HISTORY     - 19900723 GOOD             NGS
 RP0251  HISTORY     - 19950619 GOOD             MNDT
 RP0251
 RP0251                          STATION DESCRIPTION
 RP0251
 RP0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0251'1.7 MI NW FROM ABERCROMBIE.
 RP0251'1.7 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0251'RAILROAD FROM THE STATION AT ABERCROMBIE, RICHLAND COUNTY, 9 POLES
 RP0251'SOUTH OF MILEPOST 87, AT A PUBLIC-ROAD CROSSING, 20 FEET SOUTHEAST OF
 RP0251'THE CENTERLINE OF THE ROAD, 23.7 FEET SOUTHWEST OF THE CENTERLINE OF
 RP0251'THE TRACK, 5 FEET EAST OF A CROSSING SIGN, 2.8 FEET NORTHWEST OF A
 RP0251'WHITE POST MARKED U.S.B.M., AND 3 FEET LOWER THAN THE TRACK. A
 RP0251'STANDARD DISK, STAMPED G 32 1934 AND SET IN THE TOP OF A CONCRETE
 RP0251'POST.
 RP0251
 RP0251                          STATION RECOVERY (1990)
 RP0251
 RP0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0251'2.6 KM (1.6 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0251'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 40.3 M (132.2 FT)
 RP0251'NORTHEAST OF THE ROAD CENTER, 26.3 M (86.3 FT) NORTH OF UTILITY POLE
 RP0251'NUMBER 75668, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A SECTION LINE
 RP0251'ROAD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE COUNTY ROAD, 0.3 M (1.0
 RP0251'FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 RP0251'FT) ABOVE THE GROUND SURFACE.
 RP0251
 RP0251                          STATION RECOVERY (1995)
 RP0251
 RP0251'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RP0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0573 ***********************************************************************
 TG0573  DESIGNATION -  G 325
 TG0573  PID         -  TG0573
 TG0573  STATE/COUNTY-  ND/MOUNTRAIL
 TG0573  USGS QUAD   -  LOSTWOOD (1981)
 TG0573
 TG0573                         *CURRENT SURVEY CONTROL
 TG0573  ___________________________________________________________________
 TG0573* NAD 83(1986)-  48 28 25.     (N)    102 24 27.     (W)     SCALED    
 TG0573* NAVD 88     -       713.115  (meters)    2339.61   (feet)  ADJUSTED  
 TG0573  ___________________________________________________________________
 TG0573  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG0573  DYNAMIC HT  -         713.233 (meters)    2340.00  (feet)  COMP
 TG0573  MODELED GRAV-     980,751.8   (mgal)                       NAVD 88
 TG0573
 TG0573  VERT ORDER  -  SECOND    CLASS 0
 TG0573
 TG0573.The horizontal coordinates were scaled from a topographic map and have
 TG0573.an estimated accuracy of +/- 6 seconds.
 TG0573
 TG0573.The orthometric height was determined by differential leveling
 TG0573.and adjusted by the National Geodetic Survey in June 1991..
 TG0573
 TG0573.The geoid height was determined by GEOID03.
 TG0573
 TG0573.The dynamic height is computed by dividing the NAVD 88
 TG0573.geopotential number by the normal gravity value computed on the
 TG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0573.degrees latitude (g = 980.6199 gals.).
 TG0573
 TG0573.The modeled gravity was interpolated from observed gravity values.
 TG0573
 TG0573;                    North         East    Units  Estimated Accuracy
 TG0573;SPC ND N     -   165,590.      458,980.      MT  (+/- 180 meters Scaled)
 TG0573
 TG0573                          SUPERSEDED SURVEY CONTROL
 TG0573
 TG0573  NGVD 29 (??/??/92)  712.665  (m)         2338.14   (f) ADJ UNCH    2 0
 TG0573
 TG0573.Superseded values are not recommended for survey control.
 TG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0573.See file dsdata.txt to determine how the superseded data were derived.
 TG0573
 TG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP916721(NAD 83)
 TG0573_MARKER: DB = BENCH MARK DISK
 TG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0573_STAMPING: G 325 1935
 TG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0573+STABILITY: SURFACE MOTION
 TG0573
 TG0573  HISTORY     - Date     Condition        Report By
 TG0573  HISTORY     - 1935     MONUMENTED       CGS
 TG0573  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG0573
 TG0573                          STATION DESCRIPTION
 TG0573
 TG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0573'IN LOSTWOOD.
 TG0573'0.5 MILE EAST ALONG A ROAD FROM LOSTWOOD, MOUNTRAIL COUNTY, AT THE
 TG0573'JUNCTION OF STATE HIGHWAY 8, 38 FEET SOUTH OF THE CENTERLINE OF THE
 TG0573'ROAD, 38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET SOUTHEAST
 TG0573'OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 TG0573'ROAD.  A STANDARD DISK, STAMPED G 325 1935 AND SET IN THE TOP OF A
 TG0573'CONCRETE POST.
 TG0573
 TG0573                          STATION RECOVERY (1975)
 TG0573
 TG0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0964 ***********************************************************************
 TG0964  DESIGNATION -  G 326 RESET
 TG0964  PID         -  TG0964
 TG0964  STATE/COUNTY-  ND/BURKE
 TG0964  USGS QUAD   -  BATTLEVIEW (1978)
 TG0964
 TG0964                         *CURRENT SURVEY CONTROL
 TG0964  ___________________________________________________________________
 TG0964* NAD 83(1986)-  48 34 31.     (N)    102 49 15.     (W)     SCALED    
 TG0964* NAVD 88     -       695.28   (+/-2cm)    2281.1    (feet)  VERTCON   
 TG0964  ___________________________________________________________________
 TG0964  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG0964
 TG0964  VERT ORDER  -  THIRD (See Below)
 TG0964
 TG0964.The horizontal coordinates were scaled from a topographic map and have
 TG0964.an estimated accuracy of +/- 6 seconds.
 TG0964
 TG0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0964.The vertical order pertains to the NGVD 29 superseded value.
 TG0964
 TG0964.The geoid height was determined by GEOID03.
 TG0964
 TG0964;                    North         East    Units  Estimated Accuracy
 TG0964;SPC ND N     -   177,730.      428,770.      MT  (+/- 180 meters Scaled)
 TG0964
 TG0964                          SUPERSEDED SURVEY CONTROL
 TG0964
 TG0964  NGVD 29 (11/04/04)  694.82   (m)         2279.6    (f) RESET       3  
 TG0964
 TG0964.Superseded values are not recommended for survey control.
 TG0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0964.See file dsdata.txt to determine how the superseded data were derived.
 TG0964
 TG0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP607825(NAD 83)
 TG0964_MARKER: DB = BENCH MARK DISK
 TG0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0964_STAMPING: G 326 1935 RESET 1961
 TG0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0964+STABILITY: SURFACE MOTION
 TG0964
 TG0964  HISTORY     - Date     Condition        Report By
 TG0964  HISTORY     - 1961     MONUMENTED       CGS
 TG0964
 TG0964                          STATION DESCRIPTION
 TG0964
 TG0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 TG0964'1.5 MI W FROM BATTLEVIEW.
 TG0964'THIS MARK IS LOCATED ABOUT 1.5 MILES WEST ALONG OLD STATE HIGHWAY 50
 TG0964'FROM BATTLEVIEW, AT A SIDE ROAD LEADING SOUTH, ABOUT 100 FEET NORTH OF
 TG0964'THE CENTERLINE OF THE HIGHWAY, ABOUT 33 FEET WEST OF THE CENTERLINE
 TG0964'EXTENDED OF THE ROAD LEADING SOUTH AND AT A NORTH-SOUTH FENCE LINE,
 TG0964'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0999 ***********************************************************************
 TG0999  DESIGNATION -  G 327
 TG0999  PID         -  TG0999
 TG0999  STATE/COUNTY-  ND/BURKE
 TG0999  USGS QUAD   -  HELDE LAKE (1974)
 TG0999
 TG0999                         *CURRENT SURVEY CONTROL
 TG0999  ___________________________________________________________________
 TG0999* NAD 83(1986)-  48 41 22.     (N)    102 34 54.     (W)     SCALED    
 TG0999* NAVD 88     -       719.818  (meters)    2361.60   (feet)  ADJUSTED  
 TG0999  ___________________________________________________________________
 TG0999  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG0999  DYNAMIC HT  -         719.952 (meters)    2362.04  (feet)  COMP
 TG0999  MODELED GRAV-     980,772.6   (mgal)                       NAVD 88
 TG0999
 TG0999  VERT ORDER  -  SECOND    CLASS 0
 TG0999
 TG0999.The horizontal coordinates were scaled from a topographic map and have
 TG0999.an estimated accuracy of +/- 6 seconds.
 TG0999
 TG0999.The orthometric height was determined by differential leveling
 TG0999.and adjusted by the National Geodetic Survey in June 1991..
 TG0999
 TG0999.The geoid height was determined by GEOID03.
 TG0999
 TG0999.The dynamic height is computed by dividing the NAVD 88
 TG0999.geopotential number by the normal gravity value computed on the
 TG0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0999.degrees latitude (g = 980.6199 gals.).
 TG0999
 TG0999.The modeled gravity was interpolated from observed gravity values.
 TG0999
 TG0999;                    North         East    Units  Estimated Accuracy
 TG0999;SPC ND N     -   189,910.      446,760.      MT  (+/- 180 meters Scaled)
 TG0999
 TG0999                          SUPERSEDED SURVEY CONTROL
 TG0999
 TG0999  NGVD 29 (??/??/92)  719.374  (m)         2360.15   (f) ADJ UNCH    2 0
 TG0999
 TG0999.Superseded values are not recommended for survey control.
 TG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0999.See file dsdata.txt to determine how the superseded data were derived.
 TG0999
 TG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP779957(NAD 83)
 TG0999_MARKER: DB = BENCH MARK DISK
 TG0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0999_STAMPING: G 327 1935
 TG0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0999+STABILITY: SURFACE MOTION
 TG0999
 TG0999  HISTORY     - Date     Condition        Report By
 TG0999  HISTORY     - 1935     MONUMENTED       CGS
 TG0999  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0999
 TG0999                          STATION DESCRIPTION
 TG0999
 TG0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0999'3.0 MI E FROM POWERS LAKE.
 TG0999'3.0 MILES EAST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, BURKE COUNTY,
 TG0999'THENCE 9.1 MILES NORTH ALONG THE LIGNITE ROAD, 0.25 MILE NORTH OF A
 TG0999'LAKE, NEAR THE FOOT OF A LONG GRADE, 42 FEET EAST OF THE CENTERLINE OF
 TG0999'THE ROAD, 2.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 TG0999'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED G 327 1935 AND SET IN
 TG0999'THE TOP OF A CONCRETE POST.
 TG0999
 TG0999                          STATION RECOVERY (1974)
 TG0999
 TG0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0610 ***********************************************************************
 TG0610  DESIGNATION -  G 329
 TG0610  PID         -  TG0610
 TG0610  STATE/COUNTY-  ND/MOUNTRAIL
 TG0610  USGS QUAD   -  BLAISDELL (1981)
 TG0610
 TG0610                         *CURRENT SURVEY CONTROL
 TG0610  ___________________________________________________________________
 TG0610* NAD 83(1986)-  48 21 57.     (N)    102 00 31.     (W)     SCALED    
 TG0610* NAVD 88     -       706.058  (meters)    2316.46   (feet)  ADJUSTED  
 TG0610  ___________________________________________________________________
 TG0610  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG0610  DYNAMIC HT  -         706.170 (meters)    2316.83  (feet)  COMP
 TG0610  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 TG0610
 TG0610  VERT ORDER  -  SECOND    CLASS 0
 TG0610
 TG0610.The horizontal coordinates were scaled from a topographic map and have
 TG0610.an estimated accuracy of +/- 6 seconds.
 TG0610
 TG0610.The orthometric height was determined by differential leveling
 TG0610.and adjusted by the National Geodetic Survey in June 1991..
 TG0610
 TG0610.The geoid height was determined by GEOID03.
 TG0610
 TG0610.The dynamic height is computed by dividing the NAVD 88
 TG0610.geopotential number by the normal gravity value computed on the
 TG0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0610.degrees latitude (g = 980.6199 gals.).
 TG0610
 TG0610.The modeled gravity was interpolated from observed gravity values.
 TG0610
 TG0610;                    North         East    Units  Estimated Accuracy
 TG0610;SPC ND N     -   152,950.      488,230.      MT  (+/- 180 meters Scaled)
 TG0610
 TG0610                          SUPERSEDED SURVEY CONTROL
 TG0610
 TG0610  NGVD 29 (??/??/92)  705.62   (m)         2315.0    (f) COMPUTED    2 0
 TG0610
 TG0610.Superseded values are not recommended for survey control.
 TG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0610.See file dsdata.txt to determine how the superseded data were derived.
 TG0610
 TG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP215612(NAD 83)
 TG0610_MARKER: DB = BENCH MARK DISK
 TG0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0610_STAMPING: G 329 1935
 TG0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0610+STABILITY: SURFACE MOTION
 TG0610
 TG0610  HISTORY     - Date     Condition        Report By
 TG0610  HISTORY     - 1935     MONUMENTED       CGS
 TG0610  HISTORY     - 1939     POOR             NGS
 TG0610  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0610
 TG0610                          STATION DESCRIPTION
 TG0610
 TG0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 TG0610'3.0 MI E FROM BLAISDELL.
 TG0610'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0610'BLAISDELL, MOUNTRAIL COUNTY, THENCE 2.2 MILES NORTH ALONG THE COULEE
 TG0610'ROAD.  AT THE TOP OF A KNOLL, 0.25 MILE NORTHEAST OF AN OLD FARMHOUSE,
 TG0610'29 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET HIGHER THAN THE
 TG0610'ROAD.  A STANDARD DISK, STAMPED G 329 1935 AND SET IN THE TOP OF A
 TG0610'CONCRETE POST.
 TG0610
 TG0610                          STATION RECOVERY (1963)
 TG0610
 TG0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0245 ***********************************************************************
 RP0245  DESIGNATION -  G 33
 RP0245  PID         -  RP0245
 RP0245  STATE/COUNTY-  ND/RICHLAND
 RP0245  USGS QUAD   -  SONORA (1972)
 RP0245
 RP0245                         *CURRENT SURVEY CONTROL
 RP0245  ___________________________________________________________________
 RP0245* NAD 83(1986)-  46 03 58.     (N)    096 44 47.     (W)     SCALED    
 RP0245* NAVD 88     -       300.763  (meters)     986.75   (feet)  ADJUSTED  
 RP0245  ___________________________________________________________________
 RP0245  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RP0245  DYNAMIC HT  -         300.766 (meters)     986.76  (feet)  COMP
 RP0245  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 RP0245
 RP0245  VERT ORDER  -  SECOND    CLASS 0
 RP0245
 RP0245.The horizontal coordinates were scaled from a topographic map and have
 RP0245.an estimated accuracy of +/- 6 seconds.
 RP0245
 RP0245.The orthometric height was determined by differential leveling
 RP0245.and adjusted by the National Geodetic Survey in June 1991..
 RP0245
 RP0245.The geoid height was determined by GEOID03.
 RP0245
 RP0245.The dynamic height is computed by dividing the NAVD 88
 RP0245.geopotential number by the normal gravity value computed on the
 RP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0245.degrees latitude (g = 980.6199 gals.).
 RP0245
 RP0245.The modeled gravity was interpolated from observed gravity values.
 RP0245
 RP0245;                    North         East    Units  Estimated Accuracy
 RP0245;SPC ND S     -    51,340.      890,320.      MT  (+/- 180 meters Scaled)
 RP0245
 RP0245                          SUPERSEDED SURVEY CONTROL
 RP0245
 RP0245  NGVD 29 (??/??/92)  300.550  (m)          986.05   (f) ADJ UNCH    2 0
 RP0245
 RP0245.Superseded values are not recommended for survey control.
 RP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0245.See file dsdata.txt to determine how the superseded data were derived.
 RP0245
 RP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS742038(NAD 83)
 RP0245_MARKER: DB = BENCH MARK DISK
 RP0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0245_STAMPING: G 33 1934
 RP0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0245+STABILITY: SURFACE MOTION
 RP0245
 RP0245  HISTORY     - Date     Condition        Report By
 RP0245  HISTORY     - 1934     MONUMENTED       CGS
 RP0245  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0245
 RP0245                          STATION DESCRIPTION
 RP0245
 RP0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0245'6.6 MI W FROM FAIRMOUNT.
 RP0245'6.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0245'FAIRMOUNT, RICHLAND COUNTY, 320 FEET WEST OF THE STATION AT SONORA, 10
 RP0245'FEET SOUTH OF MILEPOST 18, 50 FEET SOUTH OF THE CENTERLINE OF THE
 RP0245'TRACK, 55 FEET NORTH OF THE CENTERLINE OF A ROAD, AND 4 FEET LOWER
 RP0245'THAN THE TRACK.  A STANDARD DISK, STAMPED G 33 1934 AND SET IN THE TOP
 RP0245'OF A CONCRETE POST.
 RP0245
 RP0245                          STATION RECOVERY (1990)
 RP0245
 RP0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1234 ***********************************************************************
 TF1234  DESIGNATION -  G 330
 TF1234  PID         -  TF1234
 TF1234  STATE/COUNTY-  ND/WARD
 TF1234  USGS QUAD   -  AURELIA (1980)
 TF1234
 TF1234                         *CURRENT SURVEY CONTROL
 TF1234  ___________________________________________________________________
 TF1234* NAD 83(1986)-  48 24 57.     (N)    101 53 11.     (W)     SCALED    
 TF1234* NAVD 88     -       664.263  (meters)    2179.34   (feet)  ADJUSTED  
 TF1234  ___________________________________________________________________
 TF1234  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 TF1234  DYNAMIC HT  -         664.371 (meters)    2179.69  (feet)  COMP
 TF1234  MODELED GRAV-     980,752.1   (mgal)                       NAVD 88
 TF1234
 TF1234  VERT ORDER  -  SECOND    CLASS 0
 TF1234
 TF1234.The horizontal coordinates were scaled from a topographic map and have
 TF1234.an estimated accuracy of +/- 6 seconds.
 TF1234
 TF1234.The orthometric height was determined by differential leveling
 TF1234.and adjusted by the National Geodetic Survey in June 1991..
 TF1234
 TF1234.The geoid height was determined by GEOID03.
 TF1234
 TF1234.The dynamic height is computed by dividing the NAVD 88
 TF1234.geopotential number by the normal gravity value computed on the
 TF1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1234.degrees latitude (g = 980.6199 gals.).
 TF1234
 TF1234.The modeled gravity was interpolated from observed gravity values.
 TF1234
 TF1234;                    North         East    Units  Estimated Accuracy
 TF1234;SPC ND N     -   158,340.      497,390.      MT  (+/- 180 meters Scaled)
 TF1234
 TF1234                          SUPERSEDED SURVEY CONTROL
 TF1234
 TF1234  NGVD 29 (??/??/92)  663.814  (m)         2177.86   (f) ADJ UNCH    2 0
 TF1234
 TF1234.Superseded values are not recommended for survey control.
 TF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1234.See file dsdata.txt to determine how the superseded data were derived.
 TF1234
 TF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU864665(NAD 83)
 TF1234_MARKER: DB = BENCH MARK DISK
 TF1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1234_STAMPING: G 330 1935
 TF1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1234+STABILITY: SURFACE MOTION
 TF1234
 TF1234  HISTORY     - Date     Condition        Report By
 TF1234  HISTORY     - 1935     MONUMENTED       CGS
 TF1234  HISTORY     - 1976     MARK NOT FOUND   USGS
 TF1234
 TF1234                          STATION DESCRIPTION
 TF1234
 TF1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1234'3.0 MI W FROM HARTLAND.
 TF1234'3.0 MILES WEST ALONG A ROAD FROM HARTLAND, WARD COUNTY, THENCE 1.0
 TF1234'MILE NORTH ALONG ANOTHER ROAD.  AT A ROAD INTERSECTION, 48 FEET WEST
 TF1234'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 32 FEET NORTH OF THE
 TF1234'CENTERLINE OF THE EAST-AND-WEST ROAD, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 TF1234'FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G 330 1935
 TF1234'AND SET IN THE TOP OF A CONCRETE POST.
 TF1234
 TF1234                          STATION RECOVERY (1976)
 TF1234
 TF1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TF1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0932 ***********************************************************************
 TG0932  DESIGNATION -  G 331
 TG0932  PID         -  TG0932
 TG0932  STATE/COUNTY-  ND/MOUNTRAIL
 TG0932  USGS QUAD   -  ROSS NW (1969)
 TG0932
 TG0932                         *CURRENT SURVEY CONTROL
 TG0932  ___________________________________________________________________
 TG0932* NAD 83(1986)-  48 29 19.     (N)    102 40 07.     (W)     SCALED    
 TG0932* NAVD 88     -       720.185  (meters)    2362.81   (feet)  ADJUSTED  
 TG0932  ___________________________________________________________________
 TG0932  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG0932  DYNAMIC HT  -         720.305 (meters)    2363.20  (feet)  COMP
 TG0932  MODELED GRAV-     980,753.5   (mgal)                       NAVD 88
 TG0932
 TG0932  VERT ORDER  -  SECOND    CLASS 0
 TG0932
 TG0932.The horizontal coordinates were scaled from a topographic map and have
 TG0932.an estimated accuracy of +/- 6 seconds.
 TG0932
 TG0932.The orthometric height was determined by differential leveling
 TG0932.and adjusted by the National Geodetic Survey in June 1991..
 TG0932
 TG0932.The geoid height was determined by GEOID03.
 TG0932
 TG0932.The dynamic height is computed by dividing the NAVD 88
 TG0932.geopotential number by the normal gravity value computed on the
 TG0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0932.degrees latitude (g = 980.6199 gals.).
 TG0932
 TG0932.The modeled gravity was interpolated from observed gravity values.
 TG0932
 TG0932;                    North         East    Units  Estimated Accuracy
 TG0932;SPC ND N     -   167,770.      439,730.      MT  (+/- 180 meters Scaled)
 TG0932
 TG0932                          SUPERSEDED SURVEY CONTROL
 TG0932
 TG0932  NGVD 29 (??/??/92)  719.688  (m)         2361.18   (f) ADJ UNCH    2 0
 TG0932
 TG0932.Superseded values are not recommended for survey control.
 TG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0932.See file dsdata.txt to determine how the superseded data were derived.
 TG0932
 TG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP722732(NAD 83)
 TG0932_MARKER: DB = BENCH MARK DISK
 TG0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0932_STAMPING: G 331 1935
 TG0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0932+STABILITY: SURFACE MOTION
 TG0932
 TG0932  HISTORY     - Date     Condition        Report By
 TG0932  HISTORY     - 1935     MONUMENTED       CGS
 TG0932  HISTORY     - 1953     GOOD             NGS
 TG0932  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG0932
 TG0932                          STATION DESCRIPTION
 TG0932
 TG0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TG0932'6.0 MI S FROM POWERS LAKE.
 TG0932'IN MOUNTRAIL COUNTY, 6.0 MILES SOUTH ALONG THE MANITOU ROAD FROM
 TG0932'POWERS LAKE, BURKE COUNTY, THENCE 1.0 MILE WEST ALONG A ROAD.  AT A
 TG0932'ROAD INTERSECTION, 54 FEET WEST OF THE CENTERLINE OF THE
 TG0932'NORTH-AND-SOUTH ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE
 TG0932'EAST-AND-WEST ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD
 TG0932'DISK, STAMPED G 331 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 TG0932'RD REGRADED AND R/W EXTENDED.
 TG0932
 TG0932                          STATION RECOVERY (1969)
 TG0932
 TG0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0984 ***********************************************************************
 TG0984  DESIGNATION -  G 332
 TG0984  PID         -  TG0984
 TG0984  STATE/COUNTY-  ND/BURKE
 TG0984  USGS QUAD   -  BATTLEVIEW (1978)
 TG0984
 TG0984                         *CURRENT SURVEY CONTROL
 TG0984  ___________________________________________________________________
 TG0984* NAD 83(1986)-  48 37 07.     (N)    102 46 37.     (W)     SCALED    
 TG0984* NAVD 88     -       726.994  (meters)    2385.15   (feet)  ADJUSTED  
 TG0984  ___________________________________________________________________
 TG0984  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0984  DYNAMIC HT  -         727.122 (meters)    2385.57  (feet)  COMP
 TG0984  MODELED GRAV-     980,762.7   (mgal)                       NAVD 88
 TG0984
 TG0984  VERT ORDER  -  SECOND    CLASS 0
 TG0984
 TG0984.The horizontal coordinates were scaled from a topographic map and have
 TG0984.an estimated accuracy of +/- 6 seconds.
 TG0984
 TG0984.The orthometric height was determined by differential leveling
 TG0984.and adjusted by the National Geodetic Survey in June 1991..
 TG0984
 TG0984.The geoid height was determined by GEOID03.
 TG0984
 TG0984.The dynamic height is computed by dividing the NAVD 88
 TG0984.geopotential number by the normal gravity value computed on the
 TG0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0984.degrees latitude (g = 980.6199 gals.).
 TG0984
 TG0984.The modeled gravity was interpolated from observed gravity values.
 TG0984
 TG0984;                    North         East    Units  Estimated Accuracy
 TG0984;SPC ND N     -   182,450.      432,150.      MT  (+/- 180 meters Scaled)
 TG0984
 TG0984                          SUPERSEDED SURVEY CONTROL
 TG0984
 TG0984  NGVD 29 (??/??/92)  726.528  (m)         2383.62   (f) ADJ UNCH    2 0
 TG0984
 TG0984.Superseded values are not recommended for survey control.
 TG0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0984.See file dsdata.txt to determine how the superseded data were derived.
 TG0984
 TG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP638874(NAD 83)
 TG0984_MARKER: DB = BENCH MARK DISK
 TG0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0984_STAMPING: G 332 1935
 TG0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0984+STABILITY: SURFACE MOTION
 TG0984
 TG0984  HISTORY     - Date     Condition        Report By
 TG0984  HISTORY     - 1935     MONUMENTED       CGS
 TG0984
 TG0984                          STATION DESCRIPTION
 TG0984
 TG0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0984'3.7 MI N FROM BATTLEVIEW.
 TG0984'3.7 MILES NORTH ALONG STATE HIGHWAY 40 FROM BATTLEVIEW, BURKE COUNTY,
 TG0984'AT A ROAD INTERSECTION, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 TG0984'39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET INSIDE THE
 TG0984'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 TG0984'STAMPED G 332 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0985 ***********************************************************************
 TG0985  DESIGNATION -  G 332 RESET
 TG0985  PID         -  TG0985
 TG0985  STATE/COUNTY-  ND/BURKE
 TG0985  USGS QUAD   -  BATTLEVIEW (1978)
 TG0985
 TG0985                         *CURRENT SURVEY CONTROL
 TG0985  ___________________________________________________________________
 TG0985* NAD 83(1986)-  48 37 07.     (N)    102 46 37.     (W)     SCALED    
 TG0985* NAVD 88     -       727.01   (+/-2cm)    2385.2    (feet)  VERTCON   
 TG0985  ___________________________________________________________________
 TG0985  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0985
 TG0985  VERT ORDER  -  THIRD (See Below)
 TG0985
 TG0985.The horizontal coordinates were scaled from a topographic map and have
 TG0985.an estimated accuracy of +/- 6 seconds.
 TG0985
 TG0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0985.The vertical order pertains to the NGVD 29 superseded value.
 TG0985
 TG0985.The geoid height was determined by GEOID03.
 TG0985
 TG0985;                    North         East    Units  Estimated Accuracy
 TG0985;SPC ND N     -   182,450.      432,150.      MT  (+/- 180 meters Scaled)
 TG0985
 TG0985                          SUPERSEDED SURVEY CONTROL
 TG0985
 TG0985  NGVD 29 (11/04/04)  726.55   (m)         2383.7    (f) RESET       3  
 TG0985
 TG0985.Superseded values are not recommended for survey control.
 TG0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0985.See file dsdata.txt to determine how the superseded data were derived.
 TG0985
 TG0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP638874(NAD 83)
 TG0985_MARKER: DB = BENCH MARK DISK
 TG0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0985_STAMPING: G 332 RESET 1964
 TG0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0985+STABILITY: SURFACE MOTION
 TG0985
 TG0985  HISTORY     - Date     Condition        Report By
 TG0985  HISTORY     - 1964     MONUMENTED       CGS
 TG0985
 TG0985                          STATION DESCRIPTION
 TG0985
 TG0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TG0985'3.7 MI N FROM BATTLEVIEW.
 TG0985'2.95 MILES NORTH ALONG STATE HIGHWAY 40, FROM ITS JUNCTION WITH STATE
 TG0985'HIGHWAY 50 ABOUT 3/4 MILE EAST OF BATTLEVIEW, BURKE COUNTY, IN THE
 TG0985'NORTHEAST ANGLE OF CROSSROADS, ABOUT 100 FEET EAST OF THE CENTERLINE
 TG0985'OF THE HIGHWAY, 70 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 3.5
 TG0985'FEET SOUTH OF A POWERLINE POLE AND 1.5 FEET NORTH OF A METAL WITNESS
 TG0985'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1104 ***********************************************************************
 TG1104  DESIGNATION -  G 333
 TG1104  PID         -  TG1104
 TG1104  STATE/COUNTY-  ND/WILLIAMS
 TG1104  USGS QUAD   -  BIG MEADOW (1974)
 TG1104
 TG1104                         *CURRENT SURVEY CONTROL
 TG1104  ___________________________________________________________________
 TG1104* NAD 83(1986)-  48 37 07.     (N)    103 03 32.     (W)     SCALED    
 TG1104* NAVD 88     -       708.020  (meters)    2322.90   (feet)  ADJUSTED  
 TG1104  ___________________________________________________________________
 TG1104  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TG1104  DYNAMIC HT  -         708.137 (meters)    2323.28  (feet)  COMP
 TG1104  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 TG1104
 TG1104  VERT ORDER  -  SECOND    CLASS 0
 TG1104
 TG1104.The horizontal coordinates were scaled from a topographic map and have
 TG1104.an estimated accuracy of +/- 6 seconds.
 TG1104
 TG1104.The orthometric height was determined by differential leveling
 TG1104.and adjusted by the National Geodetic Survey in June 1991..
 TG1104
 TG1104.The geoid height was determined by GEOID03.
 TG1104
 TG1104.The dynamic height is computed by dividing the NAVD 88
 TG1104.geopotential number by the normal gravity value computed on the
 TG1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1104.degrees latitude (g = 980.6199 gals.).
 TG1104
 TG1104.The modeled gravity was interpolated from observed gravity values.
 TG1104
 TG1104;                    North         East    Units  Estimated Accuracy
 TG1104;SPC ND N     -   183,100.      411,380.      MT  (+/- 180 meters Scaled)
 TG1104
 TG1104                          SUPERSEDED SURVEY CONTROL
 TG1104
 TG1104  NGVD 29 (??/??/92)  707.543  (m)         2321.33   (f) ADJ UNCH    2 0
 TG1104
 TG1104.Superseded values are not recommended for survey control.
 TG1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1104.See file dsdata.txt to determine how the superseded data were derived.
 TG1104
 TG1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP430868(NAD 83)
 TG1104_MARKER: DB = BENCH MARK DISK
 TG1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1104_STAMPING: G 333 1935
 TG1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1104+STABILITY: SURFACE MOTION
 TG1104
 TG1104  HISTORY     - Date     Condition        Report By
 TG1104  HISTORY     - 1935     MONUMENTED       CGS
 TG1104  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1104
 TG1104                          STATION DESCRIPTION
 TG1104
 TG1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1104'7.5 MI W FROM MCGREGOR.
 TG1104'7.5 MILES WEST ALONG STATE HIGHWAY 50 FROM MCGREGOR, WILLIAMS COUNTY,
 TG1104'AT A ROAD INTERSECTION, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 33
 TG1104'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF THE
 TG1104'RIGHT-OF-WAY FENCE, AND 2-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 TG1104'STANDARD DISK, STAMPED G 333 1935 AND SET IN THE TOP OF A CONCRETE
 TG1104'POST.
 TG1104
 TG1104                          STATION RECOVERY (1974)
 TG1104
 TG1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1014 ***********************************************************************
 TF1014  DESIGNATION -  G 334
 TF1014  PID         -  TF1014
 TF1014  STATE/COUNTY-  ND/WARD
 TF1014  USGS QUAD   -  DEERING (1949)
 TF1014
 TF1014                         *CURRENT SURVEY CONTROL
 TF1014  ___________________________________________________________________
 TF1014* NAD 83(1986)-  48 23 09.     (N)    101 07 30.     (W)     SCALED    
 TF1014* NAVD 88     -       481.825  (meters)    1580.79   (feet)  ADJUSTED  
 TF1014  ___________________________________________________________________
 TF1014  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TF1014  DYNAMIC HT  -         481.918 (meters)    1581.09  (feet)  COMP
 TF1014  MODELED GRAV-     980,788.4   (mgal)                       NAVD 88
 TF1014
 TF1014  VERT ORDER  -  SECOND    CLASS 0
 TF1014
 TF1014.The horizontal coordinates were scaled from a topographic map and have
 TF1014.an estimated accuracy of +/- 6 seconds.
 TF1014
 TF1014.The orthometric height was determined by differential leveling
 TF1014.and adjusted by the National Geodetic Survey in June 1991..
 TF1014
 TF1014.The geoid height was determined by GEOID03.
 TF1014
 TF1014.The dynamic height is computed by dividing the NAVD 88
 TF1014.geopotential number by the normal gravity value computed on the
 TF1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1014.degrees latitude (g = 980.6199 gals.).
 TF1014
 TF1014.The modeled gravity was interpolated from observed gravity values.
 TF1014
 TF1014;                    North         East    Units  Estimated Accuracy
 TF1014;SPC ND N     -   154,270.      553,710.      MT  (+/- 180 meters Scaled)
 TF1014
 TF1014                          SUPERSEDED SURVEY CONTROL
 TF1014
 TF1014  NGVD 29 (??/??/92)  481.442  (m)         1579.53   (f) ADJ UNCH    2 0
 TF1014
 TF1014.Superseded values are not recommended for survey control.
 TF1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1014.See file dsdata.txt to determine how the superseded data were derived.
 TF1014
 TF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU426613(NAD 83)
 TF1014_MARKER: DB = BENCH MARK DISK
 TF1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1014_STAMPING: G-334 1935
 TF1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1014+STABILITY: SURFACE MOTION
 TF1014
 TF1014  HISTORY     - Date     Condition        Report By
 TF1014  HISTORY     - 1935     MONUMENTED       CGS
 TF1014
 TF1014                          STATION DESCRIPTION
 TF1014
 TF1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1014'4.0 MI S FROM WOLSETH.
 TF1014'4.0 MILES SOUTH OF DEPOT AT ALONG THE SURREY-WOLSETH ROAD, AT
 TF1014'CROSS-ROAD.  SET IN POST, 42 FT EAST OF CENTERLINE OF MAIN ROAD, 25 FT
 TF1014'NORTH OF CENTERLINE OF CROSS ROAD AND 9 FT EAST OF POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1004 ***********************************************************************
 TF1004  DESIGNATION -  G 335
 TF1004  PID         -  TF1004
 TF1004  STATE/COUNTY-  ND/RENVILLE
 TF1004  USGS QUAD   -  BURLINGTON NE (1979)
 TF1004
 TF1004                         *CURRENT SURVEY CONTROL
 TF1004  ___________________________________________________________________
 TF1004* NAD 83(1986)-  48 28 23.     (N)    101 17 59.     (W)     SCALED    
 TF1004* NAVD 88     -       493.381  (meters)    1618.70   (feet)  ADJUSTED  
 TF1004  ___________________________________________________________________
 TF1004  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF1004  DYNAMIC HT  -         493.476 (meters)    1619.01  (feet)  COMP
 TF1004  MODELED GRAV-     980,787.7   (mgal)                       NAVD 88
 TF1004
 TF1004  VERT ORDER  -  SECOND    CLASS 0
 TF1004
 TF1004.The horizontal coordinates were scaled from a topographic map and have
 TF1004.an estimated accuracy of +/- 6 seconds.
 TF1004
 TF1004.The orthometric height was determined by differential leveling
 TF1004.and adjusted by the National Geodetic Survey in June 1991..
 TF1004
 TF1004.The geoid height was determined by GEOID03.
 TF1004
 TF1004.The dynamic height is computed by dividing the NAVD 88
 TF1004.geopotential number by the normal gravity value computed on the
 TF1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1004.degrees latitude (g = 980.6199 gals.).
 TF1004
 TF1004.The modeled gravity was interpolated from observed gravity values.
 TF1004
 TF1004;                    North         East    Units  Estimated Accuracy
 TF1004;SPC ND N     -   164,090.      540,870.      MT  (+/- 180 meters Scaled)
 TF1004
 TF1004                          SUPERSEDED SURVEY CONTROL
 TF1004
 TF1004  NGVD 29 (??/??/92)  493.012  (m)         1617.49   (f) ADJ UNCH    2 0
 TF1004
 TF1004.Superseded values are not recommended for survey control.
 TF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1004.See file dsdata.txt to determine how the superseded data were derived.
 TF1004
 TF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU300714(NAD 83)
 TF1004_MARKER: DB = BENCH MARK DISK
 TF1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1004_STAMPING: G-335 1935
 TF1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1004+STABILITY: SURFACE MOTION
 TF1004
 TF1004  HISTORY     - Date     Condition        Report By
 TF1004  HISTORY     - 1935     MONUMENTED       CGS
 TF1004
 TF1004                          STATION DESCRIPTION
 TF1004
 TF1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1004'6.9 MI S FROM FORFAR.
 TF1004'6.9 MILES SOUTH OF RAILROAD CROSSING AT ALONG NO. 83 HIGHWAY, AT CROSS
 TF1004'ROAD.  16.4 MILES NORTH OF BRIDGE OVER THE SOURIS RIVER AT MINOT. 7
 TF1004'MILES NORTH OF RUTHVILLE.  SET IN POST, 36 FEET WEST OF CENTERLINE OF
 TF1004'HIGHWAY, 33 FEET SOUTH OF CENTERLINE OF THE SIDE ROAD. LEVEL WITH
 TF1004'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1437 ***********************************************************************
 TF1437  DESIGNATION -  G 336
 TF1437  PID         -  TF1437
 TF1437  STATE/COUNTY-  ND/RENVILLE
 TF1437  USGS QUAD   -  GRANO (1949)
 TF1437
 TF1437                         *CURRENT SURVEY CONTROL
 TF1437  ___________________________________________________________________
 TF1437* NAD 83(1986)-  48 31 53.     (N)    101 30 59.     (W)     SCALED    
 TF1437* NAVD 88     -       521.640  (meters)    1711.41   (feet)  ADJUSTED  
 TF1437  ___________________________________________________________________
 TF1437  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF1437  DYNAMIC HT  -         521.742 (meters)    1711.75  (feet)  COMP
 TF1437  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 TF1437
 TF1437  VERT ORDER  -  SECOND    CLASS 0
 TF1437
 TF1437.The horizontal coordinates were scaled from a topographic map and have
 TF1437.an estimated accuracy of +/- 6 seconds.
 TF1437
 TF1437.The orthometric height was determined by differential leveling
 TF1437.and adjusted by the National Geodetic Survey in June 1991..
 TF1437
 TF1437.The geoid height was determined by GEOID03.
 TF1437
 TF1437.The dynamic height is computed by dividing the NAVD 88
 TF1437.geopotential number by the normal gravity value computed on the
 TF1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1437.degrees latitude (g = 980.6199 gals.).
 TF1437
 TF1437.The modeled gravity was interpolated from observed gravity values.
 TF1437
 TF1437;                    North         East    Units  Estimated Accuracy
 TF1437;SPC ND N     -   170,760.      524,940.      MT  (+/- 180 meters Scaled)
 TF1437
 TF1437                          SUPERSEDED SURVEY CONTROL
 TF1437
 TF1437  NGVD 29 (??/??/92)  521.285  (m)         1710.25   (f) ADJ UNCH    2 0
 TF1437
 TF1437.Superseded values are not recommended for survey control.
 TF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1437.See file dsdata.txt to determine how the superseded data were derived.
 TF1437
 TF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU142784(NAD 83)
 TF1437_MARKER: DB = BENCH MARK DISK
 TF1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1437_STAMPING: G 336 1935
 TF1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1437+STABILITY: SURFACE MOTION
 TF1437
 TF1437  HISTORY     - Date     Condition        Report By
 TF1437  HISTORY     - 1935     MONUMENTED       CGS
 TF1437
 TF1437                          STATION DESCRIPTION
 TF1437
 TF1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1437'1.0 MI W FROM CHOLA.
 TF1437'1.0 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT CHOLA,
 TF1437'RENVILLE COUNTY, 6.1 MILES SOUTH ALONG A ROAD.  AT A ROAD
 TF1437'INTERSECTION, 48 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF1437'ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 2
 TF1437'FEET WEST OF A ROCK PILE.  A STANDARD DISK, STAMPED G 336 1935 AND SET
 TF1437'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1578 ***********************************************************************
 TF1578  DESIGNATION -  G 337
 TF1578  PID         -  TF1578
 TF1578  STATE/COUNTY-  ND/WARD
 TF1578  USGS QUAD   -  NORMA (1948)
 TF1578
 TF1578                         *CURRENT SURVEY CONTROL
 TF1578  ___________________________________________________________________
 TF1578* NAD 83(1986)-  48 38 53.     (N)    101 55 49.     (W)     SCALED    
 TF1578* NAVD 88     -       581.199  (meters)    1906.82   (feet)  ADJUSTED  
 TF1578  ___________________________________________________________________
 TF1578  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 TF1578  DYNAMIC HT  -         581.312 (meters)    1907.19  (feet)  COMP
 TF1578  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TF1578
 TF1578  VERT ORDER  -  SECOND    CLASS 0
 TF1578
 TF1578.The horizontal coordinates were scaled from a topographic map and have
 TF1578.an estimated accuracy of +/- 6 seconds.
 TF1578
 TF1578.The orthometric height was determined by differential leveling
 TF1578.and adjusted by the National Geodetic Survey in June 1991..
 TF1578
 TF1578.The geoid height was determined by GEOID03.
 TF1578
 TF1578.The dynamic height is computed by dividing the NAVD 88
 TF1578.geopotential number by the normal gravity value computed on the
 TF1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1578.degrees latitude (g = 980.6199 gals.).
 TF1578
 TF1578.The modeled gravity was interpolated from observed gravity values.
 TF1578
 TF1578;                    North         East    Units  Estimated Accuracy
 TF1578;SPC ND N     -   184,220.      494,620.      MT  (+/- 180 meters Scaled)
 TF1578
 TF1578                          SUPERSEDED SURVEY CONTROL
 TF1578
 TF1578  NGVD 29 (??/??/92)  580.83   (m)         1905.6    (f) COMPUTED    2 0
 TF1578
 TF1578.Superseded values are not recommended for survey control.
 TF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1578.See file dsdata.txt to determine how the superseded data were derived.
 TF1578
 TF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU841924(NAD 83)
 TF1578_MARKER: DB = BENCH MARK DISK
 TF1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1578_STAMPING: G 337 1935
 TF1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1578+STABILITY: SURFACE MOTION
 TF1578
 TF1578  HISTORY     - Date     Condition        Report By
 TF1578  HISTORY     - 1935     MONUMENTED       CGS
 TF1578  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1578
 TF1578                          STATION DESCRIPTION
 TF1578
 TF1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1578'7.5 MI SE FROM NORMA.
 TF1578'IN WARD COUNTY, 5.5 MILES SOUTH ALONG A ROAD FROM THE SOO LINE
 TF1578'RAILROAD STATION AT NORMA, RENVILLE COUNTY, 2.0 MILES EAST ALONG
 TF1578'ANOTHER ROAD.  AT A ROAD INTERSECTION, 50 FEET NORTH OF THE CENTERLINE
 TF1578'OF THE EAST-AND-WEST ROAD, AND 36 FEET WEST OF THE CENTERLINE OF THE
 TF1578'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED G 337 1935 AND SET IN
 TF1578'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0258 ***********************************************************************
 TG0258  DESIGNATION -  G 338
 TG0258  PID         -  TG0258
 TG0258  STATE/COUNTY-  ND/BURKE
 TG0258  USGS QUAD   -  BOWBELLS (1947)
 TG0258
 TG0258                         *CURRENT SURVEY CONTROL
 TG0258  ___________________________________________________________________
 TG0258* NAD 83(1986)-  48 50 09.     (N)    102 14 22.     (W)     SCALED    
 TG0258* NAVD 88     -       591.426  (meters)    1940.37   (feet)  ADJUSTED  
 TG0258  ___________________________________________________________________
 TG0258  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 TG0258  DYNAMIC HT  -         591.552 (meters)    1940.78  (feet)  COMP
 TG0258  MODELED GRAV-     980,803.6   (mgal)                       NAVD 88
 TG0258
 TG0258  VERT ORDER  -  SECOND    CLASS 0
 TG0258
 TG0258.The horizontal coordinates were scaled from a topographic map and have
 TG0258.an estimated accuracy of +/- 6 seconds.
 TG0258
 TG0258.The orthometric height was determined by differential leveling
 TG0258.and adjusted by the National Geodetic Survey in June 1991..
 TG0258
 TG0258.The geoid height was determined by GEOID03.
 TG0258
 TG0258.The dynamic height is computed by dividing the NAVD 88
 TG0258.geopotential number by the normal gravity value computed on the
 TG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0258.degrees latitude (g = 980.6199 gals.).
 TG0258
 TG0258.The modeled gravity was interpolated from observed gravity values.
 TG0258
 TG0258;                    North         East    Units  Estimated Accuracy
 TG0258;SPC ND N     -   205,560.      472,310.      MT  (+/- 180 meters Scaled)
 TG0258
 TG0258                          SUPERSEDED SURVEY CONTROL
 TG0258
 TG0258  NGVD 29 (??/??/92)  591.01   (m)         1939.0    (f) COMPUTED    2 0
 TG0258
 TG0258.Superseded values are not recommended for survey control.
 TG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0258.See file dsdata.txt to determine how the superseded data were derived.
 TG0258
 TG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ025128(NAD 83)
 TG0258_MARKER: DB = BENCH MARK DISK
 TG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0258_STAMPING: G 338 1935
 TG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0258+STABILITY: SURFACE MOTION
 TG0258
 TG0258  HISTORY     - Date     Condition        Report By
 TG0258  HISTORY     - 1935     MONUMENTED       CGS
 TG0258  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0258
 TG0258                          STATION DESCRIPTION
 TG0258
 TG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0258'2.0 MI N FROM BOWBELLS.
 TG0258'2.0 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TG0258'STATION AT BOWBELLS, BURKE COUNTY, AT A ROAD INTERSECTION, 33 FEET
 TG0258'WEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTERLINE
 TG0258'OF THE ROAD, 3 FEET WEST OF A POLE, 1 FOOT WEST OF A WHITE WOODEN
 TG0258'WITNESS POST, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 TG0258'STAMPED G 338 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 TG0258'HIGHWAY HAS BEEN WIDENED AT THIS LOCATION AND THE MARK IS BELIEVED TO
 TG0258'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0612 ***********************************************************************
 TF0612  DESIGNATION -  G 339
 TF0612  PID         -  TF0612
 TF0612  STATE/COUNTY-  ND/BOTTINEAU
 TF0612  USGS QUAD   -  RENVILLE (1950)
 TF0612
 TF0612                         *CURRENT SURVEY CONTROL
 TF0612  ___________________________________________________________________
 TF0612* NAD 83(1986)-  48 45 47.     (N)    101 22 30.     (W)     SCALED    
 TF0612* NAVD 88     -       469.262  (meters)    1539.57   (feet)  ADJUSTED  
 TF0612  ___________________________________________________________________
 TF0612  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF0612  DYNAMIC HT  -         469.365 (meters)    1539.91  (feet)  COMP
 TF0612  MODELED GRAV-     980,813.6   (mgal)                       NAVD 88
 TF0612
 TF0612  VERT ORDER  -  SECOND    CLASS 0
 TF0612
 TF0612.The horizontal coordinates were scaled from a topographic map and have
 TF0612.an estimated accuracy of +/- 6 seconds.
 TF0612
 TF0612.The orthometric height was determined by differential leveling
 TF0612.and adjusted by the National Geodetic Survey in June 1991..
 TF0612
 TF0612.The geoid height was determined by GEOID03.
 TF0612
 TF0612.The dynamic height is computed by dividing the NAVD 88
 TF0612.geopotential number by the normal gravity value computed on the
 TF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0612.degrees latitude (g = 980.6199 gals.).
 TF0612
 TF0612.The modeled gravity was interpolated from observed gravity values.
 TF0612
 TF0612;                    North         East    Units  Estimated Accuracy
 TF0612;SPC ND N     -   196,390.      535,670.      MT  (+/- 180 meters Scaled)
 TF0612
 TF0612                          SUPERSEDED SURVEY CONTROL
 TF0612
 TF0612  NGVD 29 (??/??/92)  468.914  (m)         1538.43   (f) ADJ UNCH    2 0
 TF0612
 TF0612.Superseded values are not recommended for survey control.
 TF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0612.See file dsdata.txt to determine how the superseded data were derived.
 TF0612
 TF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV254038(NAD 83)
 TF0612_MARKER: DB = BENCH MARK DISK
 TF0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0612_SP_SET: BRIDGE
 TF0612_STAMPING: G 339 1935
 TF0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0612
 TF0612  HISTORY     - Date     Condition        Report By
 TF0612  HISTORY     - 1935     MONUMENTED       CGS
 TF0612  HISTORY     - 1963     GOOD             NGS
 TF0612
 TF0612                          STATION DESCRIPTION
 TF0612
 TF0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0612'6.2 MI E FROM MOHALL.
 TF0612'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0612'MOHALL, AT A BRIDGE OVER BANK CREEK, IN SECTION 13, T 161 N, R 82 W,
 TF0612'13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 TF0612'HIGHWAY, AND SET IN THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0613 ***********************************************************************
 TF0613  DESIGNATION -  G 339 RESET
 TF0613  PID         -  TF0613
 TF0613  STATE/COUNTY-  ND/BOTTINEAU
 TF0613  USGS QUAD   -  RENVILLE (1950)
 TF0613
 TF0613                         *CURRENT SURVEY CONTROL
 TF0613  ___________________________________________________________________
 TF0613* NAD 83(1986)-  48 45 47.     (N)    101 22 30.     (W)     SCALED    
 TF0613* NAVD 88     -       468.48   (+/-2cm)    1537.0    (feet)  VERTCON   
 TF0613  ___________________________________________________________________
 TF0613  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF0613
 TF0613  VERT ORDER  -  THIRD (See Below)
 TF0613
 TF0613.The horizontal coordinates were scaled from a topographic map and have
 TF0613.an estimated accuracy of +/- 6 seconds.
 TF0613
 TF0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0613.The vertical order pertains to the NGVD 29 superseded value.
 TF0613
 TF0613.The geoid height was determined by GEOID03.
 TF0613
 TF0613;                    North         East    Units  Estimated Accuracy
 TF0613;SPC ND N     -   196,390.      535,670.      MT  (+/- 180 meters Scaled)
 TF0613
 TF0613                          SUPERSEDED SURVEY CONTROL
 TF0613
 TF0613  NGVD 29 (11/04/04)  468.13   (m)         1535.9    (f) RESET       3  
 TF0613
 TF0613.Superseded values are not recommended for survey control.
 TF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0613.See file dsdata.txt to determine how the superseded data were derived.
 TF0613
 TF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV254038(NAD 83)
 TF0613_MARKER: DB = BENCH MARK DISK
 TF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0613_STAMPING: G 339 RESET 1964
 TF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0613+STABILITY: SURFACE MOTION
 TF0613
 TF0613  HISTORY     - Date     Condition        Report By
 TF0613  HISTORY     - 1964     MONUMENTED       CGS
 TF0613
 TF0613                          STATION DESCRIPTION
 TF0613
 TF0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0613'6.2 MI E FROM MOHALL.
 TF0613'IN BOTTINEAU COUNTY, 6.2 MILES EAST ALONG STATE HIGHWAY 5 FROM THE
 TF0613'CITY WATER TOWER AT MOHALL, RENVILLE COUNTY, TO THE NORTHEAST OF A
 TF0613'BRIDGE, ABOUT 155 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 TF0613'35 FEET EAST OF A CREEK BANK, ABOUT 1.5 FEET NORTHEAST OF A FENCE AND
 TF0613'1.5 FEET SOUTHEAST OF A METAL WITNESS POST.  SET IN THE TOP OF A
 TF0613'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0510 ***********************************************************************
 RP0510  DESIGNATION -  G 34 RESET
 RP0510  PID         -  RP0510
 RP0510  STATE/COUNTY-  ND/SARGENT
 RP0510  USGS QUAD   -  FORMAN (1958)
 RP0510
 RP0510                         *CURRENT SURVEY CONTROL
 RP0510  ___________________________________________________________________
 RP0510* NAD 83(1986)-  46 02 37.     (N)    097 38 00.     (W)     SCALED    
 RP0510* NAVD 88     -       386.84   (+/-2cm)    1269.2    (feet)  VERTCON   
 RP0510  ___________________________________________________________________
 RP0510  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0510
 RP0510  VERT ORDER  -  THIRD (See Below)
 RP0510
 RP0510.The horizontal coordinates were scaled from a topographic map and have
 RP0510.an estimated accuracy of +/- 6 seconds.
 RP0510
 RP0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0510.The vertical order pertains to the NGVD 29 superseded value.
 RP0510
 RP0510.The geoid height was determined by GEOID03.
 RP0510
 RP0510;                    North         East    Units  Estimated Accuracy
 RP0510;SPC ND S     -    45,950.      821,840.      MT  (+/- 180 meters Scaled)
 RP0510
 RP0510                          SUPERSEDED SURVEY CONTROL
 RP0510
 RP0510  NGVD 29 (11/04/04)  386.55   (m)         1268.2    (f) RESET       3  
 RP0510
 RP0510.Superseded values are not recommended for survey control.
 RP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0510.See file dsdata.txt to determine how the superseded data were derived.
 RP0510
 RP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR057998(NAD 83)
 RP0510_MARKER: DB = BENCH MARK DISK
 RP0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0510_STAMPING: G 34 RESET 1951
 RP0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0510+STABILITY: SURFACE MOTION
 RP0510
 RP0510  HISTORY     - Date     Condition        Report By
 RP0510  HISTORY     - 1951     MONUMENTED       NDHD
 RP0510
 RP0510                          STATION DESCRIPTION
 RP0510
 RP0510'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 RP0510'6.1 MI W FROM RUTLAND.
 RP0510'6.1 MILES WEST ALONG GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0510'RUTLAND, SARGENT COUNTY, 6 POLES EAST OF MILEPOST 6, AT THE NORTHEAST
 RP0510'CORNER OF THE SOUTHEAST HALF OF SEC. 25, T 130 N R 56 W, AT THE
 RP0510'CROSSING OF STATE HIGHWAY 32, 93.5 FEET WEST OF THE CENTER LINE OF THE
 RP0510'HIGHWAY, AND 23.4 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 RP0510'STAMPED G 34 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0504 ***********************************************************************
 TF0504  DESIGNATION -  G 340 RESET
 TF0504  PID         -  TF0504
 TF0504  STATE/COUNTY-  ND/BOTTINEAU
 TF0504  USGS QUAD   -  SOURIS SE (1954)
 TF0504
 TF0504                         *CURRENT SURVEY CONTROL
 TF0504  ___________________________________________________________________
 TF0504* NAD 83(1986)-  48 49 15.     (N)    100 33 20.     (W)     SCALED    
 TF0504* NAVD 88     -       465.13   (+/-2cm)    1526.0    (feet)  VERTCON   
 TF0504  ___________________________________________________________________
 TF0504  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0504
 TF0504  VERT ORDER  -  THIRD (See Below)
 TF0504
 TF0504.The horizontal coordinates were scaled from a topographic map and have
 TF0504.an estimated accuracy of +/- 6 seconds.
 TF0504
 TF0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0504.The vertical order pertains to the NGVD 29 superseded value.
 TF0504
 TF0504.The geoid height was determined by GEOID03.
 TF0504
 TF0504;                    North         East    Units  Estimated Accuracy
 TF0504;SPC ND N     -   202,450.      595,920.      MT  (+/- 180 meters Scaled)
 TF0504
 TF0504                          SUPERSEDED SURVEY CONTROL
 TF0504
 TF0504  NGVD 29 (11/04/04)  464.76   (m)         1524.8    (f) RESET       3  
 TF0504
 TF0504.Superseded values are not recommended for survey control.
 TF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0504.See file dsdata.txt to determine how the superseded data were derived.
 TF0504
 TF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV858087(NAD 83)
 TF0504_MARKER: DB = BENCH MARK DISK
 TF0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0504_STAMPING: G 340 RESET 1941
 TF0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0504+STABILITY: SURFACE MOTION
 TF0504
 TF0504  HISTORY     - Date     Condition        Report By
 TF0504  HISTORY     - 1941     MONUMENTED       NDHD
 TF0504
 TF0504                          STATION DESCRIPTION
 TF0504
 TF0504'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1941
 TF0504'5.6 MI W FROM BOTTINEAU.
 TF0504'5.6 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0504'BOTTINEAU, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 100 FEET NORTH
 TF0504'AND 33 FEET EAST OF THE SECTION CORNER COMMON TO SECTIONS 29, 30, 31,
 TF0504'AND 32, T. 162 N., R. 76 W. A STANDARD DISK, STAMPED G 340 RESET 1941
 TF0504'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1659 ***********************************************************************
 TF1659  DESIGNATION -  G 341
 TF1659  PID         -  TF1659
 TF1659  STATE/COUNTY-  ND/RENVILLE
 TF1659  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF1659
 TF1659                         *CURRENT SURVEY CONTROL
 TF1659  ___________________________________________________________________
 TF1659* NAD 83(1986)-  48 57 59.     (N)    101 50 48.     (W)     SCALED    
 TF1659* NAVD 88     -       540.348  (meters)    1772.79   (feet)  ADJUSTED  
 TF1659  ___________________________________________________________________
 TF1659  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF1659  DYNAMIC HT  -         540.471 (meters)    1773.20  (feet)  COMP
 TF1659  MODELED GRAV-     980,819.7   (mgal)                       NAVD 88
 TF1659
 TF1659  VERT ORDER  -  SECOND    CLASS 0
 TF1659
 TF1659.The horizontal coordinates were scaled from a topographic map and have
 TF1659.an estimated accuracy of +/- 6 seconds.
 TF1659
 TF1659.The orthometric height was determined by differential leveling
 TF1659.and adjusted by the National Geodetic Survey in June 1991..
 TF1659
 TF1659.The geoid height was determined by GEOID03.
 TF1659
 TF1659.The dynamic height is computed by dividing the NAVD 88
 TF1659.geopotential number by the normal gravity value computed on the
 TF1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1659.degrees latitude (g = 980.6199 gals.).
 TF1659
 TF1659.The modeled gravity was interpolated from observed gravity values.
 TF1659
 TF1659;                    North         East    Units  Estimated Accuracy
 TF1659;SPC ND N     -   219,500.      501,400.      MT  (+/- 180 meters Scaled)
 TF1659
 TF1659                          SUPERSEDED SURVEY CONTROL
 TF1659
 TF1659  NGVD 29 (??/??/92)  539.961  (m)         1771.52   (f) ADJ UNCH    2 0
 TF1659
 TF1659.Superseded values are not recommended for survey control.
 TF1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1659.See file dsdata.txt to determine how the superseded data were derived.
 TF1659
 TF1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV916276(NAD 83)
 TF1659_MARKER: DB = BENCH MARK DISK
 TF1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1659_STAMPING: G 341 1935
 TF1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1659+STABILITY: SURFACE MOTION
 TF1659
 TF1659  HISTORY     - Date     Condition        Report By
 TF1659  HISTORY     - 1935     MONUMENTED       CGS
 TF1659
 TF1659                          STATION DESCRIPTION
 TF1659
 TF1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1659'0.5 MI N FROM SHERWOOD.
 TF1659'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1659'STATION AT SHERWOOD, RENVILLE COUNTY, 10.0 MILES WEST ALONG A
 TF1659'SECTION-LINE ROAD.  IN THE SOUTHWEST QUARTER OF A ROAD INTERSECTION,
 TF1659'33 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 32 FEET
 TF1659'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 6.5 FEET WEST OF A
 TF1659'FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK,
 TF1659'STAMPED G 341 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1616 ***********************************************************************
 TF1616  DESIGNATION -  G 343
 TF1616  PID         -  TF1616
 TF1616  STATE/COUNTY-  ND/RENVILLE
 TF1616  USGS QUAD   -  GREENE (1949)
 TF1616
 TF1616                         *CURRENT SURVEY CONTROL
 TF1616  ___________________________________________________________________
 TF1616* NAD 83(1986)-  48 44 03.     (N)    101 41 36.     (W)     SCALED    
 TF1616* NAVD 88     -       531.912  (meters)    1745.11   (feet)  ADJUSTED  
 TF1616  ___________________________________________________________________
 TF1616  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1616  DYNAMIC HT  -         532.024 (meters)    1745.48  (feet)  COMP
 TF1616  MODELED GRAV-     980,803.5   (mgal)                       NAVD 88
 TF1616
 TF1616  VERT ORDER  -  SECOND    CLASS 0
 TF1616
 TF1616.The horizontal coordinates were scaled from a topographic map and have
 TF1616.an estimated accuracy of +/- 6 seconds.
 TF1616
 TF1616.The orthometric height was determined by differential leveling
 TF1616.and adjusted by the National Geodetic Survey in June 1991..
 TF1616
 TF1616.The geoid height was determined by GEOID03.
 TF1616
 TF1616.The dynamic height is computed by dividing the NAVD 88
 TF1616.geopotential number by the normal gravity value computed on the
 TF1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1616.degrees latitude (g = 980.6199 gals.).
 TF1616
 TF1616.The modeled gravity was interpolated from observed gravity values.
 TF1616
 TF1616;                    North         East    Units  Estimated Accuracy
 TF1616;SPC ND N     -   193,500.      512,220.      MT  (+/- 180 meters Scaled)
 TF1616
 TF1616                          SUPERSEDED SURVEY CONTROL
 TF1616
 TF1616  NGVD 29 (??/??/92)  531.55   (m)         1743.9    (f) COMPUTED    2 0
 TF1616
 TF1616.Superseded values are not recommended for survey control.
 TF1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1616.See file dsdata.txt to determine how the superseded data were derived.
 TF1616
 TF1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV019014(NAD 83)
 TF1616_MARKER: DB = BENCH MARK DISK
 TF1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1616_STAMPING: G 343 1935
 TF1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1616+STABILITY: SURFACE MOTION
 TF1616
 TF1616  HISTORY     - Date     Condition        Report By
 TF1616  HISTORY     - 1935     MONUMENTED       CGS
 TF1616  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1616
 TF1616                          STATION DESCRIPTION
 TF1616
 TF1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1616'5.7 MI N FROM GREENE.
 TF1616'5.7 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE SOO LINE RAILROAD
 TF1616'STATION AT GREENE, RENVILLE COUNTY, IN THE SOUTHEAST QUARTER OF A ROAD
 TF1616'INTERSECTION, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 28 FEET
 TF1616'SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A FENCE
 TF1616'CORNER, AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 TF1616'STAMPED G 343 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0808 ***********************************************************************
 TF0808  DESIGNATION -  G 344
 TF0808  PID         -  TF0808
 TF0808  STATE/COUNTY-  ND/BOTTINEAU
 TF0808  USGS QUAD   -  ECKMAN (1949)
 TF0808
 TF0808                         *CURRENT SURVEY CONTROL
 TF0808  ___________________________________________________________________
 TF0808* NAD 83(1986)-  48 43 10.     (N)    101 06 12.     (W)     SCALED    
 TF0808* NAVD 88     -       456.984  (meters)    1499.29   (feet)  ADJUSTED  
 TF0808  ___________________________________________________________________
 TF0808  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0808  DYNAMIC HT  -         457.082 (meters)    1499.61  (feet)  COMP
 TF0808  MODELED GRAV-     980,812.4   (mgal)                       NAVD 88
 TF0808
 TF0808  VERT ORDER  -  SECOND    CLASS 0
 TF0808
 TF0808.The horizontal coordinates were scaled from a topographic map and have
 TF0808.an estimated accuracy of +/- 6 seconds.
 TF0808
 TF0808.The orthometric height was determined by differential leveling
 TF0808.and adjusted by the National Geodetic Survey in June 1991..
 TF0808
 TF0808.The geoid height was determined by GEOID03.
 TF0808
 TF0808.The dynamic height is computed by dividing the NAVD 88
 TF0808.geopotential number by the normal gravity value computed on the
 TF0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0808.degrees latitude (g = 980.6199 gals.).
 TF0808
 TF0808.The modeled gravity was interpolated from observed gravity values.
 TF0808
 TF0808;                    North         East    Units  Estimated Accuracy
 TF0808;SPC ND N     -   191,350.      555,610.      MT  (+/- 180 meters Scaled)
 TF0808
 TF0808                          SUPERSEDED SURVEY CONTROL
 TF0808
 TF0808  NGVD 29 (??/??/92)  456.620  (m)         1498.09   (f) ADJ UNCH    2 0
 TF0808
 TF0808.Superseded values are not recommended for survey control.
 TF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0808.See file dsdata.txt to determine how the superseded data were derived.
 TF0808
 TF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU452984(NAD 83)
 TF0808_MARKER: DB = BENCH MARK DISK
 TF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0808_STAMPING: G 344 1935
 TF0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0808+STABILITY: SURFACE MOTION
 TF0808
 TF0808  HISTORY     - Date     Condition        Report By
 TF0808  HISTORY     - 1935     MONUMENTED       CGS
 TF0808
 TF0808                          STATION DESCRIPTION
 TF0808
 TF0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0808'2.0 MI E FROM MAXBASS.
 TF0808'2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF0808'MAXBASS, BOTTINEAU COUNTY, 16 POLES EAST OF MILEPOST 44, AT A ROAD
 TF0808'CROSSING, 125 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 45 FEET WEST
 TF0808'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 45 FEET SOUTH OF THE
 TF0808'CENTERLINE OF AN EAST-AND-WEST ROAD, ABOUT 5 FEET LOWER THAN THE
 TF0808'TRACK, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G 344 1935
 TF0808'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0544 ***********************************************************************
 TF0544  DESIGNATION -  G 345
 TF0544  PID         -  TF0544
 TF0544  STATE/COUNTY-  ND/BOTTINEAU
 TF0544  USGS QUAD   -  SOURIS SW (1954)
 TF0544
 TF0544                         *CURRENT SURVEY CONTROL
 TF0544  ___________________________________________________________________
 TF0544* NAD 83(1986)-  48 46 38.     (N)    100 42 31.     (W)     SCALED    
 TF0544* NAVD 88     -       449.151  (meters)    1473.59   (feet)  ADJUSTED  
 TF0544  ___________________________________________________________________
 TF0544  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF0544  DYNAMIC HT  -         449.253 (meters)    1473.92  (feet)  COMP
 TF0544  MODELED GRAV-     980,824.5   (mgal)                       NAVD 88
 TF0544
 TF0544  VERT ORDER  -  SECOND    CLASS 0
 TF0544
 TF0544.The horizontal coordinates were scaled from a topographic map and have
 TF0544.an estimated accuracy of +/- 6 seconds.
 TF0544
 TF0544.The orthometric height was determined by differential leveling
 TF0544.and adjusted by the National Geodetic Survey in June 1991..
 TF0544
 TF0544.The geoid height was determined by GEOID03.
 TF0544
 TF0544.The dynamic height is computed by dividing the NAVD 88
 TF0544.geopotential number by the normal gravity value computed on the
 TF0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0544.degrees latitude (g = 980.6199 gals.).
 TF0544
 TF0544.The modeled gravity was interpolated from observed gravity values.
 TF0544
 TF0544;                    North         East    Units  Estimated Accuracy
 TF0544;SPC ND N     -   197,620.      584,670.      MT  (+/- 180 meters Scaled)
 TF0544
 TF0544                          SUPERSEDED SURVEY CONTROL
 TF0544
 TF0544  NGVD 29 (??/??/92)  448.781  (m)         1472.38   (f) ADJ UNCH    2 0
 TF0544
 TF0544.Superseded values are not recommended for survey control.
 TF0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0544.See file dsdata.txt to determine how the superseded data were derived.
 TF0544
 TF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV744040(NAD 83)
 TF0544_MARKER: DB = BENCH MARK DISK
 TF0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0544_STAMPING: G 345 1935
 TF0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0544+STABILITY: SURFACE MOTION
 TF0544
 TF0544  HISTORY     - Date     Condition        Report By
 TF0544  HISTORY     - 1935     MONUMENTED       CGS
 TF0544  HISTORY     - 1954     MARK NOT FOUND   NGS
 TF0544
 TF0544                          STATION DESCRIPTION
 TF0544
 TF0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TF0544'6.0 MI N FROM KRAMER.
 TF0544'6.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE CROSSING OF THE SOO
 TF0544'LINE RAILROAD AT KRAMER, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 50
 TF0544'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 36 FEET NORTH OF THE
 TF0544'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED G 345 1935 AND SET
 TF0544'IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION LEADS TO DITCH OF
 TF0544'NEWLY MADE ROAD.  BENCH MARK IS PROBABLY NO LONGER IN THIS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1485 ***********************************************************************
 TF1485  DESIGNATION -  G 346
 TF1485  PID         -  TF1485
 TF1485  STATE/COUNTY-  ND/RENVILLE
 TF1485  USGS QUAD   -  MOHALL NE (1949)
 TF1485
 TF1485                         *CURRENT SURVEY CONTROL
 TF1485  ___________________________________________________________________
 TF1485* NAD 83(1986)-  48 57 58.     (N)    101 35 05.     (W)     SCALED    
 TF1485* NAVD 88     -       489.091  (meters)    1604.63   (feet)  ADJUSTED  
 TF1485  ___________________________________________________________________
 TF1485  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TF1485  DYNAMIC HT  -         489.206 (meters)    1605.00  (feet)  COMP
 TF1485  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 TF1485
 TF1485  VERT ORDER  -  SECOND    CLASS 0
 TF1485
 TF1485.The horizontal coordinates were scaled from a topographic map and have
 TF1485.an estimated accuracy of +/- 6 seconds.
 TF1485
 TF1485.The orthometric height was determined by differential leveling
 TF1485.and adjusted by the National Geodetic Survey in June 1991..
 TF1485
 TF1485.The geoid height was determined by GEOID03.
 TF1485
 TF1485.The dynamic height is computed by dividing the NAVD 88
 TF1485.geopotential number by the normal gravity value computed on the
 TF1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1485.degrees latitude (g = 980.6199 gals.).
 TF1485
 TF1485.The modeled gravity was interpolated from observed gravity values.
 TF1485
 TF1485;                    North         East    Units  Estimated Accuracy
 TF1485;SPC ND N     -   219,170.      520,570.      MT  (+/- 180 meters Scaled)
 TF1485
 TF1485                          SUPERSEDED SURVEY CONTROL
 TF1485
 TF1485  NGVD 29 (??/??/92)  488.726  (m)         1603.43   (f) ADJ UNCH    2 0
 TF1485
 TF1485.Superseded values are not recommended for survey control.
 TF1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1485.See file dsdata.txt to determine how the superseded data were derived.
 TF1485
 TF1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV108269(NAD 83)
 TF1485_MARKER: DB = BENCH MARK DISK
 TF1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1485_STAMPING: G 346 1935
 TF1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1485+STABILITY: SURFACE MOTION
 TF1485
 TF1485  HISTORY     - Date     Condition        Report By
 TF1485  HISTORY     - 1935     MONUMENTED       CGS
 TF1485
 TF1485                          STATION DESCRIPTION
 TF1485
 TF1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1485'0.5 MI N FROM SHERWOOD.
 TF1485'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE CROSSING OF THE GREAT
 TF1485'NORTHERN RAILWAY AT SHERWOOD, RENVILLE COUNTY, 2.0 MILES EAST ALONG A
 TF1485'SECTION-LINE ROAD.  AT A ROAD INTERSECTION, 39 FEET NORTH OF THE
 TF1485'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 30 FEET WEST OF THE
 TF1485'CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED G
 TF1485'346 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0511 ***********************************************************************
 TF0511  DESIGNATION -  G 347
 TF0511  PID         -  TF0511
 TF0511  STATE/COUNTY-  ND/BOTTINEAU
 TF0511  USGS QUAD   -  SOURIS SW (1954)
 TF0511
 TF0511                         *CURRENT SURVEY CONTROL
 TF0511  ___________________________________________________________________
 TF0511* NAD 83(1986)-  48 51 00.     (N)    100 41 15.     (W)     SCALED    
 TF0511* NAVD 88     -       453.591  (meters)    1488.16   (feet)  ADJUSTED  
 TF0511  ___________________________________________________________________
 TF0511  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF0511  DYNAMIC HT  -         453.697 (meters)    1488.50  (feet)  COMP
 TF0511  MODELED GRAV-     980,829.4   (mgal)                       NAVD 88
 TF0511
 TF0511  VERT ORDER  -  SECOND    CLASS 0
 TF0511
 TF0511.The horizontal coordinates were scaled from a topographic map and have
 TF0511.an estimated accuracy of +/- 6 seconds.
 TF0511
 TF0511.The orthometric height was determined by differential leveling
 TF0511.and adjusted by the National Geodetic Survey in June 1991..
 TF0511
 TF0511.The geoid height was determined by GEOID03.
 TF0511
 TF0511.The dynamic height is computed by dividing the NAVD 88
 TF0511.geopotential number by the normal gravity value computed on the
 TF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0511.degrees latitude (g = 980.6199 gals.).
 TF0511
 TF0511.The modeled gravity was interpolated from observed gravity values.
 TF0511
 TF0511;                    North         East    Units  Estimated Accuracy
 TF0511;SPC ND N     -   205,710.      586,240.      MT  (+/- 180 meters Scaled)
 TF0511
 TF0511                          SUPERSEDED SURVEY CONTROL
 TF0511
 TF0511  NGVD 29 (??/??/92)  453.236  (m)         1486.99   (f) ADJ UNCH    2 0
 TF0511
 TF0511.Superseded values are not recommended for survey control.
 TF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0511.See file dsdata.txt to determine how the superseded data were derived.
 TF0511
 TF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV762121(NAD 83)
 TF0511_MARKER: DB = BENCH MARK DISK
 TF0511_SETTING: 0 = UNSPECIFIED SETTING
 TF0511_STAMPING: G-347 1935
 TF0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0511
 TF0511  HISTORY     - Date     Condition        Report By
 TF0511  HISTORY     - 1935     MONUMENTED       CGS
 TF0511  HISTORY     - 1940     GOOD             NGS
 TF0511
 TF0511                          STATION DESCRIPTION
 TF0511
 TF0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0511'4 MI S FROM SOURIS.
 TF0511'ALONG NORTH-SOUTH ROAD, 4 MILES SOUTH OF RAILROAD CROSSING AT SOURIS.
 TF0511'SET IN POST, 54 FEET WEST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 45
 TF0511'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 18 FEET NORTHWEST OF
 TF0511'TELEPHONE POLE, 1 FOOT EAST OF A WHITE WOODEN POST STENCILED U.S. B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0512 ***********************************************************************
 TF0512  DESIGNATION -  G 347 RESET
 TF0512  PID         -  TF0512
 TF0512  STATE/COUNTY-  ND/BOTTINEAU
 TF0512  USGS QUAD   -  SOURIS SW (1954)
 TF0512
 TF0512                         *CURRENT SURVEY CONTROL
 TF0512  ___________________________________________________________________
 TF0512* NAD 83(1986)-  48 51 00.     (N)    100 41 15.     (W)     SCALED    
 TF0512* NAVD 88     -       453.51   (+/-2cm)    1487.9    (feet)  VERTCON   
 TF0512  ___________________________________________________________________
 TF0512  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF0512
 TF0512  VERT ORDER  -  THIRD (See Below)
 TF0512
 TF0512.The horizontal coordinates were scaled from a topographic map and have
 TF0512.an estimated accuracy of +/- 6 seconds.
 TF0512
 TF0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0512.The vertical order pertains to the NGVD 29 superseded value.
 TF0512
 TF0512.The geoid height was determined by GEOID03.
 TF0512
 TF0512;                    North         East    Units  Estimated Accuracy
 TF0512;SPC ND N     -   205,710.      586,240.      MT  (+/- 180 meters Scaled)
 TF0512
 TF0512                          SUPERSEDED SURVEY CONTROL
 TF0512
 TF0512  NGVD 29 (11/04/04)  453.14   (m)         1486.7    (f) RESET       3  
 TF0512
 TF0512.Superseded values are not recommended for survey control.
 TF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0512.See file dsdata.txt to determine how the superseded data were derived.
 TF0512
 TF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV762121(NAD 83)
 TF0512_MARKER: DB = BENCH MARK DISK
 TF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0512_STAMPING: G 347 RESET 1956
 TF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0512+STABILITY: SURFACE MOTION
 TF0512
 TF0512  HISTORY     - Date     Condition        Report By
 TF0512  HISTORY     - 1956     MONUMENTED       CGS
 TF0512
 TF0512                          STATION DESCRIPTION
 TF0512
 TF0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TF0512'4 MI S FROM SOURIS.
 TF0512'4 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE GREAT
 TF0512'NORTHERN RAILWAY AT SOURIS, BOTTINEAU COUNTY, IN THE NORTHWEST ANGLE
 TF0512'OF A ROAD INTERSECTION, 74 FEET WEST OF THE CENTERLINE OF THE
 TF0512'NORTH-AND-SOUTH ROAD, 44 FEET NORTH OF THE CENTERLINE OF THE
 TF0512'EAST-AND-WEST ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.  A
 TF0512'STANDARD DISK, STAMPED G 347 RESET 1956 AND SET IN THE TOP OF A
 TF0512'CONCRETE POST FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0319 ***********************************************************************
 TF0319  DESIGNATION -  G 348
 TF0319  PID         -  TF0319
 TF0319  STATE/COUNTY-  ND/MCHENRY
 TF0319  USGS QUAD   -  BANTRY (1981)
 TF0319
 TF0319                         *CURRENT SURVEY CONTROL
 TF0319  ___________________________________________________________________
 TF0319* NAD 83(1986)-  48 28 41.     (N)    100 34 51.     (W)     SCALED    
 TF0319* NAVD 88     -       446.737  (meters)    1465.67   (feet)  ADJUSTED  
 TF0319  ___________________________________________________________________
 TF0319  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0319  DYNAMIC HT  -         446.829 (meters)    1465.97  (feet)  COMP
 TF0319  MODELED GRAV-     980,803.0   (mgal)                       NAVD 88
 TF0319
 TF0319  VERT ORDER  -  SECOND    CLASS 0
 TF0319
 TF0319.The horizontal coordinates were scaled from a topographic map and have
 TF0319.an estimated accuracy of +/- 6 seconds.
 TF0319
 TF0319.The orthometric height was determined by differential leveling
 TF0319.and adjusted by the National Geodetic Survey in June 1991..
 TF0319
 TF0319.The geoid height was determined by GEOID03.
 TF0319
 TF0319.The dynamic height is computed by dividing the NAVD 88
 TF0319.geopotential number by the normal gravity value computed on the
 TF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0319.degrees latitude (g = 980.6199 gals.).
 TF0319
 TF0319.The modeled gravity was interpolated from observed gravity values.
 TF0319
 TF0319;                    North         East    Units  Estimated Accuracy
 TF0319;SPC ND N     -   164,340.      594,020.      MT  (+/- 180 meters Scaled)
 TF0319
 TF0319                          SUPERSEDED SURVEY CONTROL
 TF0319
 TF0319  NGVD 29 (??/??/92)  446.363  (m)         1464.44   (f) ADJ UNCH    2 0
 TF0319
 TF0319.Superseded values are not recommended for survey control.
 TF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0319.See file dsdata.txt to determine how the superseded data were derived.
 TF0319
 TF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU831706(NAD 83)
 TF0319_MARKER: DB = BENCH MARK DISK
 TF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0319_STAMPING: G-348 1935
 TF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0319+STABILITY: SURFACE MOTION
 TF0319
 TF0319  HISTORY     - Date     Condition        Report By
 TF0319  HISTORY     - 1935     MONUMENTED       CGS
 TF0319
 TF0319                          STATION DESCRIPTION
 TF0319
 TF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0319'1.7 MI SE FROM BANTRY.
 TF0319'1.7 MILES SOUTHEAST OF INTERSECTION OF HIWAYS NO. 14 AND 17 AT ALONG
 TF0319'STATE HIWAY NO. 14 AND THE GREAT NORTHERN RAILROAD AT NORTH-SOUTH ROAD
 TF0319'CROSSING, 1 1/2 POLES NORTHWEST OF MILEPOLE NO. 12.  SET 72 FT
 TF0319'NORTHWEST OF CROSSING, THENCE 37 FT SOUTHWEST OF CENTERLINE OF
 TF0319'HIGHWAY.  48 FT NORTHEAST OF CENTERLINE OF TRACK.  5 FT SE, THENCE 2
 TF0319'FT SOUTHWEST OF DOUBLE-GUYED TELEPHONE POLE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0177 ***********************************************************************
 RQ0177  DESIGNATION -  G 35
 RQ0177  PID         -  RQ0177
 RQ0177  STATE/COUNTY-  ND/DICKEY
 RQ0177  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0177
 RQ0177                         *CURRENT SURVEY CONTROL
 RQ0177  ___________________________________________________________________
 RQ0177* NAD 83(1986)-  46 00 19.     (N)    098 30 13.     (W)     SCALED    
 RQ0177* NAVD 88     -       440.059  (meters)    1443.76   (feet)  ADJUSTED  
 RQ0177  ___________________________________________________________________
 RQ0177  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 RQ0177  DYNAMIC HT  -         440.047 (meters)    1443.72  (feet)  COMP
 RQ0177  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 RQ0177
 RQ0177  VERT ORDER  -  SECOND    CLASS 0
 RQ0177
 RQ0177.The horizontal coordinates were scaled from a topographic map and have
 RQ0177.an estimated accuracy of +/- 6 seconds.
 RQ0177
 RQ0177.The orthometric height was determined by differential leveling
 RQ0177.and adjusted by the National Geodetic Survey in June 1991..
 RQ0177
 RQ0177.The geoid height was determined by GEOID03.
 RQ0177
 RQ0177.The dynamic height is computed by dividing the NAVD 88
 RQ0177.geopotential number by the normal gravity value computed on the
 RQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0177.degrees latitude (g = 980.6199 gals.).
 RQ0177
 RQ0177.The modeled gravity was interpolated from observed gravity values.
 RQ0177
 RQ0177;                    North         East    Units  Estimated Accuracy
 RQ0177;SPC ND S     -    39,600.      754,620.      MT  (+/- 180 meters Scaled)
 RQ0177
 RQ0177                          SUPERSEDED SURVEY CONTROL
 RQ0177
 RQ0177  NGVD 29 (??/??/92)  439.704  (m)         1442.60   (f) ADJ UNCH    2 0
 RQ0177
 RQ0177.Superseded values are not recommended for survey control.
 RQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0177.See file dsdata.txt to determine how the superseded data were derived.
 RQ0177
 RQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR384947(NAD 83)
 RQ0177_MARKER: DB = BENCH MARK DISK
 RQ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0177_STAMPING: G 35 1934
 RQ0177_MARK LOGO: CGS   
 RQ0177_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0177+STABILITY: SURFACE MOTION
 RQ0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0177+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 RQ0177
 RQ0177  HISTORY     - Date     Condition        Report By
 RQ0177  HISTORY     - 1934     MONUMENTED       CGS
 RQ0177  HISTORY     - 19970721 GOOD             NGS
 RQ0177
 RQ0177                          STATION DESCRIPTION
 RQ0177
 RQ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0177'1.5 MI E FROM ELLENDALE.
 RQ0177'1.5 MILES EAST OF DEPOT AT.  ALONG THE GREAT NORTHERN RAILROAD, 10
 RQ0177'POLES EAST OF MILEPOLE 48. 594 FEET EAST OF PUBLIC CROSSING.  AT
 RQ0177'NORTHEAST CORNER OF CEMETARY, 4 FEET WEST, THENCE 2 FEET NORTH OF
 RQ0177'CEMETARY FENCE CORNER, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 RQ0177'11 FEET WEST OF CENTERLINE OF PRIVATE GATE AND LEVEL WITH TRACK.
 RQ0177
 RQ0177                          STATION RECOVERY (1997)
 RQ0177
 RQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 RQ0177'1.8 KM (1.10 MI) EASTERLY ALONG FIRST STREET NORTH FROM THE JUNCTION
 RQ0177'OF U.S. HIGHWAY 12 IN ELLENDALE, 250.0 M (820.2 FT) NORTH OF THE
 RQ0177'STREET CENTER, 97.0 M (318.2 FT) EAST OF THE NORTHEAST CORNER OF A
 RQ0177'BLOCK MAINTENANCE BUILDING, 71.0 M (232.9 FT) NORTHEAST OF A FLAG
 RQ0177'POLE, 45.0 M (147.6 FT) WEST OF THE NORTHEAST CORNER OF THE ELLENDALE
 RQ0177'CEMETERY, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF A RAILROAD GRADE
 RQ0177'(TRACK REMOVED), 16.5 M (54.1 FT) NORTHEAST OF THE JACOB HEIL
 RQ0177'HEADSTONE, 0.5 M (1.6 FT) NORTH OF A FENCE ENCLOSING THE CEMETERY, AND
 RQ0177'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1091 ***********************************************************************
 TF1091  DESIGNATION -  G 350
 TF1091  PID         -  TF1091
 TF1091  STATE/COUNTY-  ND/MCHENRY
 TF1091  USGS QUAD   -  DEERING (1949)
 TF1091
 TF1091                         *CURRENT SURVEY CONTROL
 TF1091  ___________________________________________________________________
 TF1091* NAD 83(1986)-  48 28 23.     (N)    101 02 18.     (W)     SCALED    
 TF1091* NAVD 88     -       458.535  (meters)    1504.38   (feet)  ADJUSTED  
 TF1091  ___________________________________________________________________
 TF1091  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TF1091  DYNAMIC HT  -         458.626 (meters)    1504.68  (feet)  COMP
 TF1091  MODELED GRAV-     980,795.4   (mgal)                       NAVD 88
 TF1091
 TF1091  VERT ORDER  -  SECOND    CLASS 0
 TF1091
 TF1091.The horizontal coordinates were scaled from a topographic map and have
 TF1091.an estimated accuracy of +/- 6 seconds.
 TF1091
 TF1091.The orthometric height was determined by differential leveling
 TF1091.and adjusted by the National Geodetic Survey in June 1991..
 TF1091
 TF1091.The geoid height was determined by GEOID03.
 TF1091
 TF1091.The dynamic height is computed by dividing the NAVD 88
 TF1091.geopotential number by the normal gravity value computed on the
 TF1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1091.degrees latitude (g = 980.6199 gals.).
 TF1091
 TF1091.The modeled gravity was interpolated from observed gravity values.
 TF1091
 TF1091;                    North         East    Units  Estimated Accuracy
 TF1091;SPC ND N     -   163,920.      560,200.      MT  (+/- 180 meters Scaled)
 TF1091
 TF1091                          SUPERSEDED SURVEY CONTROL
 TF1091
 TF1091  NGVD 29 (??/??/92)  458.168  (m)         1503.17   (f) ADJ UNCH    2 0
 TF1091
 TF1091.Superseded values are not recommended for survey control.
 TF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1091.See file dsdata.txt to determine how the superseded data were derived.
 TF1091
 TF1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU493708(NAD 83)
 TF1091_MARKER: DB = BENCH MARK DISK
 TF1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1091_STAMPING: G-350 1935
 TF1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1091+STABILITY: SURFACE MOTION
 TF1091
 TF1091  HISTORY     - Date     Condition        Report By
 TF1091  HISTORY     - 1935     MONUMENTED       CGS
 TF1091
 TF1091                          STATION DESCRIPTION
 TF1091
 TF1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1091'5.7 MI N FROM DEERING.
 TF1091'5.7 MILES NORTH OF DEPOT AT ALONG THE DEERING-ECKMAN ROAD AT THE
 TF1091'SOUTHWEST CORNER OF SECTION 29, TOWNSHIP 158, RANGE 80.  AT EAST-WEST
 TF1091'ROAD CROSSING.  SET 36 FT NORTH OF CENTERLINE OF CROSSING, THENCE 36
 TF1091'FT EAST OF CENTERLINE OF ROAD.  1 1/2 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0031 ***********************************************************************
 TF0031  DESIGNATION -  G 351
 TF0031  PID         -  TF0031
 TF0031  STATE/COUNTY-  ND/MCHENRY
 TF0031  USGS QUAD   -  WILLOW CITY SW (1950)
 TF0031
 TF0031                         *CURRENT SURVEY CONTROL
 TF0031  ___________________________________________________________________
 TF0031* NAD 83(1986)-  48 36 11.     (N)    100 29 39.     (W)     SCALED    
 TF0031* NAVD 88     -       449.041  (meters)    1473.23   (feet)  ADJUSTED  
 TF0031  ___________________________________________________________________
 TF0031  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0031  DYNAMIC HT  -         449.144 (meters)    1473.57  (feet)  COMP
 TF0031  MODELED GRAV-     980,824.5   (mgal)                       NAVD 88
 TF0031
 TF0031  VERT ORDER  -  SECOND    CLASS 0
 TF0031
 TF0031.The horizontal coordinates were scaled from a topographic map and have
 TF0031.an estimated accuracy of +/- 6 seconds.
 TF0031
 TF0031.The orthometric height was determined by differential leveling
 TF0031.and adjusted by the National Geodetic Survey in June 1991..
 TF0031
 TF0031.The geoid height was determined by GEOID03.
 TF0031
 TF0031.The dynamic height is computed by dividing the NAVD 88
 TF0031.geopotential number by the normal gravity value computed on the
 TF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0031.degrees latitude (g = 980.6199 gals.).
 TF0031
 TF0031.The modeled gravity was interpolated from observed gravity values.
 TF0031
 TF0031;                    North         East    Units  Estimated Accuracy
 TF0031;SPC ND N     -   178,240.      600,430.      MT  (+/- 180 meters Scaled)
 TF0031
 TF0031                          SUPERSEDED SURVEY CONTROL
 TF0031
 TF0031  NGVD 29 (??/??/92)  448.676  (m)         1472.03   (f) ADJ UNCH    2 0
 TF0031
 TF0031.Superseded values are not recommended for survey control.
 TF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0031.See file dsdata.txt to determine how the superseded data were derived.
 TF0031
 TF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU898844(NAD 83)
 TF0031_MARKER: DB = BENCH MARK DISK
 TF0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0031_STAMPING: G 351 1935
 TF0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0031+STABILITY: SURFACE MOTION
 TF0031
 TF0031  HISTORY     - Date     Condition        Report By
 TF0031  HISTORY     - 1935     MONUMENTED       CGS
 TF0031  HISTORY     - 1940     GOOD             NGS
 TF0031
 TF0031                          STATION DESCRIPTION
 TF0031
 TF0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0031'6.9 MI S FROM GARDENA.
 TF0031'IN MCHENRY COUNTY, 6.9 MILES SOUTH ALONG THE UPHAM ROAD FROM THE SOO
 TF0031'LINE RAILROAD STATION AT GARDENA, BOTTINEAU COUNTY, AT THE SOUTHEAST
 TF0031'CORNER OF SECTION 8, T 159 N, R 76 W, AT A ROAD INTERSECTION, 38 FEET
 TF0031'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 36 FEET WEST OF THE
 TF0031'CENTERLINE OF THE UPHAM ROAD, 2 FEET EAST OF A FENCE CORNER, 1 FOOT
 TF0031'WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE ROAD. A
 TF0031'STANDARD DISK, STAMPED G 351 1935 AND SET IN THE TOP OF A CONCRETE
 TF0031'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1434 ***********************************************************************
 TG1434  DESIGNATION -  G 355
 TG1434  PID         -  TG1434
 TG1434  STATE/COUNTY-  ND/WILLIAMS
 TG1434  USGS QUAD   -  WEST BONETRAILL (1974)
 TG1434
 TG1434                         *CURRENT SURVEY CONTROL
 TG1434  ___________________________________________________________________
 TG1434* NAD 83(1986)-  48 28 26.     (N)    103 55 41.     (W)     SCALED    
 TG1434* NAVD 88     -       687.965  (meters)    2257.10   (feet)  ADJUSTED  
 TG1434  ___________________________________________________________________
 TG1434  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TG1434  DYNAMIC HT  -         688.055 (meters)    2257.39  (feet)  COMP
 TG1434  MODELED GRAV-     980,719.8   (mgal)                       NAVD 88
 TG1434
 TG1434  VERT ORDER  -  SECOND    CLASS 0
 TG1434
 TG1434.The horizontal coordinates were scaled from a topographic map and have
 TG1434.an estimated accuracy of +/- 6 seconds.
 TG1434
 TG1434.The orthometric height was determined by differential leveling
 TG1434.and adjusted by the National Geodetic Survey in June 1991..
 TG1434
 TG1434.The geoid height was determined by GEOID03.
 TG1434
 TG1434.The dynamic height is computed by dividing the NAVD 88
 TG1434.geopotential number by the normal gravity value computed on the
 TG1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1434.degrees latitude (g = 980.6199 gals.).
 TG1434
 TG1434.The modeled gravity was interpolated from observed gravity values.
 TG1434
 TG1434;                    North         East    Units  Estimated Accuracy
 TG1434;SPC ND N     -   169,510.      346,630.      MT  (+/- 180 meters Scaled)
 TG1434
 TG1434                          SUPERSEDED SURVEY CONTROL
 TG1434
 TG1434  NGVD 29 (??/??/92)  687.448  (m)         2255.40   (f) ADJ UNCH    2 0
 TG1434
 TG1434.Superseded values are not recommended for survey control.
 TG1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1434.See file dsdata.txt to determine how the superseded data were derived.
 TG1434
 TG1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP792695(NAD 83)
 TG1434_MARKER: DB = BENCH MARK DISK
 TG1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1434_STAMPING: G-355 1935
 TG1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1434+STABILITY: SURFACE MOTION
 TG1434
 TG1434  HISTORY     - Date     Condition        Report By
 TG1434  HISTORY     - 1935     MONUMENTED       CGS
 TG1434
 TG1434                          STATION DESCRIPTION
 TG1434
 TG1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1434'10.35 MI SE FROM GRENORA.
 TG1434'ALONG THE TRENTON-GRENORA ROAD.  AT THE NORTH WEST CORNER OF SEC. 31,
 TG1434'T 158, R-102.  ON NORTH SLOPE OF SMALL HILL, ABOUT 30 YARDS NORTH OF
 TG1434'SUMMIT.  SET IN LINE WITH SOUTH ROAD GAP FENCE.  THE WEST END OF FENCE
 TG1434'BEING ABOUT 1/4 MILE EAST OF ROAD.  25 FEET EAST OF CENTERLINE OF THE
 TG1434'ROAD.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1499 ***********************************************************************
 TG1499  DESIGNATION -  G 356
 TG1499  PID         -  TG1499
 TG1499  STATE/COUNTY-  ND/WILLIAMS
 TG1499  USGS QUAD   -  APPAM (1977)
 TG1499
 TG1499                         *CURRENT SURVEY CONTROL
 TG1499  ___________________________________________________________________
 TG1499* NAD 83(1986)-  48 34 21.     (N)    103 33 29.     (W)     SCALED    
 TG1499* NAVD 88     -       624.763  (meters)    2049.74   (feet)  ADJUSTED  
 TG1499  ___________________________________________________________________
 TG1499  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TG1499  DYNAMIC HT  -         624.871 (meters)    2050.10  (feet)  COMP
 TG1499  MODELED GRAV-     980,762.8   (mgal)                       NAVD 88
 TG1499
 TG1499  VERT ORDER  -  SECOND    CLASS 0
 TG1499
 TG1499.The horizontal coordinates were scaled from a topographic map and have
 TG1499.an estimated accuracy of +/- 6 seconds.
 TG1499
 TG1499.The orthometric height was determined by differential leveling
 TG1499.and adjusted by the National Geodetic Survey in June 1991..
 TG1499
 TG1499.The geoid height was determined by GEOID03.
 TG1499
 TG1499.The dynamic height is computed by dividing the NAVD 88
 TG1499.geopotential number by the normal gravity value computed on the
 TG1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1499.degrees latitude (g = 980.6199 gals.).
 TG1499
 TG1499.The modeled gravity was interpolated from observed gravity values.
 TG1499
 TG1499;                    North         East    Units  Estimated Accuracy
 TG1499;SPC ND N     -   179,320.      374,390.      MT  (+/- 180 meters Scaled)
 TG1499
 TG1499                          SUPERSEDED SURVEY CONTROL
 TG1499
 TG1499  NGVD 29 (??/??/92)  624.302  (m)         2048.23   (f) ADJ UNCH    2 0
 TG1499
 TG1499.Superseded values are not recommended for survey control.
 TG1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1499.See file dsdata.txt to determine how the superseded data were derived.
 TG1499
 TG1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP063809(NAD 83)
 TG1499_MARKER: DB = BENCH MARK DISK
 TG1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1499_STAMPING: G 356 1935
 TG1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1499+STABILITY: SURFACE MOTION
 TG1499
 TG1499  HISTORY     - Date     Condition        Report By
 TG1499  HISTORY     - 1935     MONUMENTED       CGS
 TG1499  HISTORY     - 1951     GOOD             NGS
 TG1499  HISTORY     - 1978     GOOD             NDHD
 TG1499
 TG1499                          STATION DESCRIPTION
 TG1499
 TG1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1499'1.4 MI E FROM APPAM.
 TG1499'1.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG1499'APPAM, WILLIAMS COUNTY, 11-2/3 POLES WEST OF MILEPOST 69, AT A ROAD
 TG1499'CROSSING, 108 FEET EAST OF THE CENTERLINE OF THE ROAD, 107 FEET SOUTH
 TG1499'OF THE CENTERLINE OF THE TRACK, 49 FEET NORTH OF THE CENTERLINE OF
 TG1499'STATE HIGHWAY 50, 4 FEET NORTH OF A POLE, 3 FEET LOWER THAN THE ROAD,
 TG1499'AND SET IN THE TOP OF A CONCRETE POST.
 TG1499
 TG1499                          STATION RECOVERY (1951)
 TG1499
 TG1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 TG1499'RECOVERED IN GOOD CONDITION.
 TG1499
 TG1499                          STATION RECOVERY (1978)
 TG1499
 TG1499'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1978
 TG1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1453 ***********************************************************************
 TG1453  DESIGNATION -  G 357
 TG1453  PID         -  TG1453
 TG1453  STATE/COUNTY-  ND/WILLIAMS
 TG1453  USGS QUAD   -  BONETRAILL (1974)
 TG1453
 TG1453                         *CURRENT SURVEY CONTROL
 TG1453  ___________________________________________________________________
 TG1453* NAD 83(1986)-  48 23 13.     (N)    103 47 54.     (W)     SCALED    
 TG1453* NAVD 88     -       711.721  (meters)    2335.04   (feet)  ADJUSTED  
 TG1453  ___________________________________________________________________
 TG1453  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG1453  DYNAMIC HT  -         711.814 (meters)    2335.34  (feet)  COMP
 TG1453  MODELED GRAV-     980,717.2   (mgal)                       NAVD 88
 TG1453
 TG1453  VERT ORDER  -  SECOND    CLASS 0
 TG1453
 TG1453.The horizontal coordinates were scaled from a topographic map and have
 TG1453.an estimated accuracy of +/- 6 seconds.
 TG1453
 TG1453.The orthometric height was determined by differential leveling
 TG1453.and adjusted by the National Geodetic Survey in June 1991..
 TG1453
 TG1453.The geoid height was determined by GEOID03.
 TG1453
 TG1453.The dynamic height is computed by dividing the NAVD 88
 TG1453.geopotential number by the normal gravity value computed on the
 TG1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1453.degrees latitude (g = 980.6199 gals.).
 TG1453
 TG1453.The modeled gravity was interpolated from observed gravity values.
 TG1453
 TG1453;                    North         East    Units  Estimated Accuracy
 TG1453;SPC ND N     -   159,440.      355,790.      MT  (+/- 180 meters Scaled)
 TG1453
 TG1453                          SUPERSEDED SURVEY CONTROL
 TG1453
 TG1453  NGVD 29 (??/??/92)  711.217  (m)         2333.38   (f) ADJ UNCH    2 0
 TG1453
 TG1453.Superseded values are not recommended for survey control.
 TG1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1453.See file dsdata.txt to determine how the superseded data were derived.
 TG1453
 TG1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP889600(NAD 83)
 TG1453_MARKER: DB = BENCH MARK DISK
 TG1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1453_STAMPING: G-357 1935
 TG1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1453+STABILITY: SURFACE MOTION
 TG1453
 TG1453  HISTORY     - Date     Condition        Report By
 TG1453  HISTORY     - 1935     MONUMENTED       CGS
 TG1453
 TG1453                          STATION DESCRIPTION
 TG1453
 TG1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1453'15.3 MI SE FROM HANKS.
 TG1453'0.3 MILES EAST OF THE DEPOT AT HANKS, THENCE ALONG ROAD SOUTH 15.0
 TG1453'MILES, TO A CROSS ROAD.  SET IN POST IN THE SOUTHWEST QUARTER OF THE
 TG1453'INTERSECTION, 136 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 TG1453'21 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1 FOOT EAST OF
 TG1453'THE FENCE, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1300 ***********************************************************************
 TG1300  DESIGNATION -  G 358
 TG1300  PID         -  TG1300
 TG1300  STATE/COUNTY-  ND/WILLIAMS
 TG1300  USGS QUAD   -  EPPING (1978)
 TG1300
 TG1300                         *CURRENT SURVEY CONTROL
 TG1300  ___________________________________________________________________
 TG1300* NAD 83(1986)-  48 20 31.     (N)    103 20 40.     (W)     SCALED    
 TG1300* NAVD 88     -       685.302  (meters)    2248.36   (feet)  ADJUSTED  
 TG1300  ___________________________________________________________________
 TG1300  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1300  DYNAMIC HT  -         685.401 (meters)    2248.69  (feet)  COMP
 TG1300  MODELED GRAV-     980,731.5   (mgal)                       NAVD 88
 TG1300
 TG1300  VERT ORDER  -  SECOND    CLASS 0
 TG1300
 TG1300.The horizontal coordinates were scaled from a topographic map and have
 TG1300.an estimated accuracy of +/- 6 seconds.
 TG1300
 TG1300.The orthometric height was determined by differential leveling
 TG1300.and adjusted by the National Geodetic Survey in June 1991..
 TG1300
 TG1300.The geoid height was determined by GEOID03.
 TG1300
 TG1300.The dynamic height is computed by dividing the NAVD 88
 TG1300.geopotential number by the normal gravity value computed on the
 TG1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1300.degrees latitude (g = 980.6199 gals.).
 TG1300
 TG1300.The modeled gravity was interpolated from observed gravity values.
 TG1300
 TG1300;                    North         East    Units  Estimated Accuracy
 TG1300;SPC ND N     -   153,100.      389,200.      MT  (+/- 180 meters Scaled)
 TG1300
 TG1300                          SUPERSEDED SURVEY CONTROL
 TG1300
 TG1300  NGVD 29 (??/??/92)  684.822  (m)         2246.79   (f) ADJ UNCH    2 0
 TG1300
 TG1300.Superseded values are not recommended for survey control.
 TG1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1300.See file dsdata.txt to determine how the superseded data were derived.
 TG1300
 TG1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP226556(NAD 83)
 TG1300_MARKER: DB = BENCH MARK DISK
 TG1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1300_STAMPING: G 358 1935
 TG1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1300+STABILITY: SURFACE MOTION
 TG1300
 TG1300  HISTORY     - Date     Condition        Report By
 TG1300  HISTORY     - 1935     MONUMENTED       CGS
 TG1300  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1300
 TG1300                          STATION DESCRIPTION
 TG1300
 TG1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1300'6.6 MI N FROM SPRING BROOK.
 TG1300'6.6 MILES NORTH ALONG THE ALAMO ROAD FROM SPRING BROOK, WILLIAMS
 TG1300'COUNTY, 6.0 MILES EAST ALONG A ROAD.  AT THE NORTHWEST CORNER OF
 TG1300'SECTION 18, T 156 N, R 98 W, AT THE INTERSECTION OF A HIGHWAY, 39 FEET
 TG1300'EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF
 TG1300'THE HIGHWAY, 6 FEET EAST AND 2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 TG1300'CORNER, AND LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG1300'POST.  NOTE-- EAST-WEST ROAD IS NOW A U.S. HWY.
 TG1300
 TG1300                          STATION RECOVERY (1975)
 TG1300
 TG1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0581 ***********************************************************************
 TH0581  DESIGNATION -  G 359
 TH0581  PID         -  TH0581
 TH0581  STATE/COUNTY-  ND/WILLIAMS
 TH0581  USGS QUAD   -  BRUSH LAKE (1988)
 TH0581
 TH0581                         *CURRENT SURVEY CONTROL
 TH0581  ___________________________________________________________________
 TH0581* NAD 83(1986)-  48 30 12.     (N)    104 00 57.     (W)     SCALED    
 TH0581* NAVD 88     -       650.048  (meters)    2132.70   (feet)  ADJUSTED  
 TH0581  ___________________________________________________________________
 TH0581  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 TH0581  DYNAMIC HT  -         650.140 (meters)    2133.00  (feet)  COMP
 TH0581  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 TH0581
 TH0581  VERT ORDER  -  SECOND    CLASS 0
 TH0581
 TH0581.The horizontal coordinates were scaled from a topographic map and have
 TH0581.an estimated accuracy of +/- 6 seconds.
 TH0581
 TH0581.The orthometric height was determined by differential leveling
 TH0581.and adjusted by the National Geodetic Survey in June 1991..
 TH0581
 TH0581.The geoid height was determined by GEOID03.
 TH0581
 TH0581.The dynamic height is computed by dividing the NAVD 88
 TH0581.geopotential number by the normal gravity value computed on the
 TH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0581.degrees latitude (g = 980.6199 gals.).
 TH0581
 TH0581.The modeled gravity was interpolated from observed gravity values.
 TH0581
 TH0581;                    North         East    Units  Estimated Accuracy
 TH0581;SPC ND N     -   173,080.      340,290.      MT  (+/- 180 meters Scaled)
 TH0581
 TH0581                          SUPERSEDED SURVEY CONTROL
 TH0581
 TH0581  NGVD 29 (??/??/92)  649.54   (m)         2131.0    (f) COMPUTED    2 0
 TH0581
 TH0581.Superseded values are not recommended for survey control.
 TH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0581.See file dsdata.txt to determine how the superseded data were derived.
 TH0581
 TH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP726727(NAD 83)
 TH0581_MARKER: DB = BENCH MARK DISK
 TH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0581_STAMPING: G 359 1935
 TH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0581+STABILITY: SURFACE MOTION
 TH0581
 TH0581  HISTORY     - Date     Condition        Report By
 TH0581  HISTORY     - 1935     MONUMENTED       CGS
 TH0581
 TH0581                          STATION DESCRIPTION
 TH0581
 TH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0581'12.7 MI SW FROM GRENORA.
 TH0581'12.7 MILES SOUTHWEST OF GRENORA, WILLIAMS COUNTY.  THIS BENCH MARK MAY
 TH0581'BE REACHED FROM THE GREAT NORTHERN RAILWAY STATION BY GOING 0.8 MILE
 TH0581'SOUTH ALONG THE TRENTON ROAD, THENCE 0.5 MILE EAST, 7.3 MILES SOUTH,
 TH0581'AND 4.1 MILES WEST ALONG ROADS.  IT IS 1.5 MILES EAST OF THE NORTH
 TH0581'DAKOTA-MONTANA STATE LINE, AT THE SOUTHWEST CORNER OF SECTION 16, T
 TH0581'158 N, R 103 W, AT A 35-FOOT CIRCULAR BOARD STOCKPEN, 30 FEET NORTH OF
 TH0581'THE CENTER LINE OF THE ROAD, 8 FEET NORTH AND 2.5 FEET WEST OF THE
 TH0581'STEEL RIGHT-OF-WAY CORNER POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 TH0581'A STANDARD DISK, STAMPED G 359 1935 AND SET IN THE TOP OF A CONCRETE
 TH0581'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1090 ***********************************************************************
 TG1090  DESIGNATION -  G 360
 TG1090  PID         -  TG1090
 TG1090  STATE/COUNTY-  ND/DIVIDE
 TG1090  USGS QUAD   -  CROSBY SW (1948)
 TG1090
 TG1090                         *CURRENT SURVEY CONTROL
 TG1090  ___________________________________________________________________
 TG1090* NAD 83(1986)-  48 50 11.     (N)    103 23 58.     (W)     SCALED    
 TG1090* NAVD 88     -       647.765  (meters)    2125.21   (feet)  ADJUSTED  
 TG1090  ___________________________________________________________________
 TG1090  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG1090  DYNAMIC HT  -         647.887 (meters)    2125.61  (feet)  COMP
 TG1090  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 TG1090
 TG1090  VERT ORDER  -  SECOND    CLASS 0
 TG1090
 TG1090.The horizontal coordinates were scaled from a topographic map and have
 TG1090.an estimated accuracy of +/- 6 seconds.
 TG1090
 TG1090.The orthometric height was determined by differential leveling
 TG1090.and adjusted by the National Geodetic Survey in June 1991..
 TG1090
 TG1090.The geoid height was determined by GEOID03.
 TG1090
 TG1090.The dynamic height is computed by dividing the NAVD 88
 TG1090.geopotential number by the normal gravity value computed on the
 TG1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1090.degrees latitude (g = 980.6199 gals.).
 TG1090
 TG1090.The modeled gravity was interpolated from observed gravity values.
 TG1090
 TG1090;                    North         East    Units  Estimated Accuracy
 TG1090;SPC ND N     -   208,190.      387,190.      MT  (+/- 180 meters Scaled)
 TG1090
 TG1090                          SUPERSEDED SURVEY CONTROL
 TG1090
 TG1090  NGVD 29 (??/??/92)  647.284  (m)         2123.63   (f) ADJ UNCH    2 0
 TG1090
 TG1090.Superseded values are not recommended for survey control.
 TG1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1090.See file dsdata.txt to determine how the superseded data were derived.
 TG1090
 TG1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ174105(NAD 83)
 TG1090_MARKER: DB = BENCH MARK DISK
 TG1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1090_STAMPING: G-360 1935
 TG1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1090+STABILITY: SURFACE MOTION
 TG1090
 TG1090  HISTORY     - Date     Condition        Report By
 TG1090  HISTORY     - 1935     MONUMENTED       CGS
 TG1090  HISTORY     - 20041109 MARK NOT FOUND   NDWC
 TG1090
 TG1090                          STATION DESCRIPTION
 TG1090
 TG1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1090'10.2 MI SW FROM CROSBY.
 TG1090'SOUTH FROM CROSBY ON HIGHWAY NO. 42, 5.2 MILES, THENCE 5.0 MILES WEST.
 TG1090'SET IN POST IN THE NORTHWEST QUARTER OF THE INTERSECTION, 100 FEET
 TG1090'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 36 FEET WEST OF THE
 TG1090'CENTERLINE OF THE NORTH-SOUTH ROAD, 2 FEET EAST OF THE FENCE, AT ROAD
 TG1090'LEVEL.
 TG1090
 TG1090                          STATION RECOVERY (2004)
 TG1090
 TG1090'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1488 ***********************************************************************
 TG1488  DESIGNATION -  G 361
 TG1488  PID         -  TG1488
 TG1488  STATE/COUNTY-  ND/DIVIDE
 TG1488  USGS QUAD   -  CAMP LAKE (1983)
 TG1488
 TG1488                         *CURRENT SURVEY CONTROL
 TG1488  ___________________________________________________________________
 TG1488* NAD 83(1986)-  48 39 27.     (N)    103 55 40.     (W)     SCALED    
 TG1488* NAVD 88     -       621.906  (meters)    2040.37   (feet)  ADJUSTED  
 TG1488  ___________________________________________________________________
 TG1488  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 TG1488  DYNAMIC HT  -         622.008 (meters)    2040.70  (feet)  COMP
 TG1488  MODELED GRAV-     980,754.2   (mgal)                       NAVD 88
 TG1488
 TG1488  VERT ORDER  -  SECOND    CLASS 0
 TG1488
 TG1488.The horizontal coordinates were scaled from a topographic map and have
 TG1488.an estimated accuracy of +/- 6 seconds.
 TG1488
 TG1488.The orthometric height was determined by differential leveling
 TG1488.and adjusted by the National Geodetic Survey in June 1991..
 TG1488
 TG1488.The geoid height was determined by GEOID03.
 TG1488
 TG1488.The dynamic height is computed by dividing the NAVD 88
 TG1488.geopotential number by the normal gravity value computed on the
 TG1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1488.degrees latitude (g = 980.6199 gals.).
 TG1488
 TG1488.The modeled gravity was interpolated from observed gravity values.
 TG1488
 TG1488;                    North         East    Units  Estimated Accuracy
 TG1488;SPC ND N     -   189,910.      347,560.      MT  (+/- 180 meters Scaled)
 TG1488
 TG1488                          SUPERSEDED SURVEY CONTROL
 TG1488
 TG1488  NGVD 29 (??/??/92)  621.400  (m)         2038.71   (f) ADJ UNCH    2 0
 TG1488
 TG1488.Superseded values are not recommended for survey control.
 TG1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1488.See file dsdata.txt to determine how the superseded data were derived.
 TG1488
 TG1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP789899(NAD 83)
 TG1488_MARKER: DB = BENCH MARK DISK
 TG1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1488_SP_SET: BRIDGE
 TG1488_STAMPING: G-361 1935
 TG1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1488
 TG1488  HISTORY     - Date     Condition        Report By
 TG1488  HISTORY     - 1935     MONUMENTED       CGS
 TG1488  HISTORY     - 20041102 MARK NOT FOUND   NDWC
 TG1488
 TG1488                          STATION DESCRIPTION
 TG1488
 TG1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1488'3.4 MI NE FROM GRENORA.
 TG1488'ALONG THE ROAD NORTH FROM GRENORA TO A 20-FOOT CONCRETE BRIDGE 0.5
 TG1488'MILE EAST AND 2.9 MILES NORTH OF THE GREAT NORTHERN DEPOT AT GRENORA.
 TG1488'SET IN THE TOP OF THE NORTHEAST WINGWALL, AT ROAD LEVEL.
 TG1488
 TG1488                          STATION RECOVERY (2004)
 TG1488
 TG1488'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0321 ***********************************************************************
 SO0321  DESIGNATION -  G 362
 SO0321  PID         -  SO0321
 SO0321  STATE/COUNTY-  ND/MERCER
 SO0321  USGS QUAD   -  GOLDEN VALLEY (1973)
 SO0321
 SO0321                         *CURRENT SURVEY CONTROL
 SO0321  ___________________________________________________________________
 SO0321* NAD 83(1986)-  47 17 40.     (N)    102 01 47.     (W)     SCALED    
 SO0321* NAVD 88     -       577.865  (meters)    1895.88   (feet)  ADJUSTED  
 SO0321  ___________________________________________________________________
 SO0321  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 SO0321  DYNAMIC HT  -         577.897 (meters)    1895.98  (feet)  COMP
 SO0321  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 SO0321
 SO0321  VERT ORDER  -  SECOND    CLASS 0
 SO0321
 SO0321.The horizontal coordinates were scaled from a topographic map and have
 SO0321.an estimated accuracy of +/- 6 seconds.
 SO0321
 SO0321.The orthometric height was determined by differential leveling
 SO0321.and adjusted by the National Geodetic Survey in June 1991..
 SO0321
 SO0321.The geoid height was determined by GEOID03.
 SO0321
 SO0321.The dynamic height is computed by dividing the NAVD 88
 SO0321.geopotential number by the normal gravity value computed on the
 SO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0321.degrees latitude (g = 980.6199 gals.).
 SO0321
 SO0321.The modeled gravity was interpolated from observed gravity values.
 SO0321
 SO0321;                    North         East    Units  Estimated Accuracy
 SO0321;SPC ND S     -   182,070.      484,310.      MT  (+/- 180 meters Scaled)
 SO0321
 SO0321                          SUPERSEDED SURVEY CONTROL
 SO0321
 SO0321  NGVD 29 (??/??/92)  577.452  (m)         1894.52   (f) ADJ UNCH    2 0
 SO0321
 SO0321.Superseded values are not recommended for survey control.
 SO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0321.See file dsdata.txt to determine how the superseded data were derived.
 SO0321
 SO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN245421(NAD 83)
 SO0321_MARKER: DB = BENCH MARK DISK
 SO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0321_STAMPING: G 362 1958
 SO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0321+STABILITY: SURFACE MOTION
 SO0321
 SO0321  HISTORY     - Date     Condition        Report By
 SO0321  HISTORY     - 1958     MONUMENTED       CGS
 SO0321
 SO0321                          STATION DESCRIPTION
 SO0321
 SO0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0321'1.7 MI E FROM GOLDEN VALLEY.
 SO0321'ABOUT 1.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0321'STATION AT GOLDEN VALLEY, 5 POLES WEST OF MILEPOST 85, AT THE EAST END
 SO0321'OF A CUT, 52 FEET SOUTH OF THE SOUTH RAIL, 13 FEET WEST OF A FENCE
 SO0321'CORNER, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 SO0321'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0323 ***********************************************************************
 TF0323  DESIGNATION -  G 365
 TF0323  PID         -  TF0323
 TF0323  STATE/COUNTY-  ND/MCHENRY
 TF0323  USGS QUAD   -  DENBIGH (1981)
 TF0323
 TF0323                         *CURRENT SURVEY CONTROL
 TF0323  ___________________________________________________________________
 TF0323* NAD 83(1986)-  48 21 20.     (N)    100 35 00.     (W)     SCALED    
 TF0323* NAVD 88     -       457.313  (meters)    1500.37   (feet)  ADJUSTED  
 TF0323  ___________________________________________________________________
 TF0323  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0323  DYNAMIC HT  -         457.401 (meters)    1500.66  (feet)  COMP
 TF0323  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TF0323
 TF0323  VERT ORDER  -  SECOND    CLASS 0
 TF0323
 TF0323.The horizontal coordinates were scaled from a topographic map and have
 TF0323.an estimated accuracy of +/- 6 seconds.
 TF0323
 TF0323.The orthometric height was determined by differential leveling
 TF0323.and adjusted by the National Geodetic Survey in June 1991..
 TF0323
 TF0323.The geoid height was determined by GEOID03.
 TF0323
 TF0323.The dynamic height is computed by dividing the NAVD 88
 TF0323.geopotential number by the normal gravity value computed on the
 TF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0323.degrees latitude (g = 980.6199 gals.).
 TF0323
 TF0323.The modeled gravity was interpolated from observed gravity values.
 TF0323
 TF0323;                    North         East    Units  Estimated Accuracy
 TF0323;SPC ND N     -   150,720.      593,820.      MT  (+/- 180 meters Scaled)
 TF0323
 TF0323                          SUPERSEDED SURVEY CONTROL
 TF0323
 TF0323  NGVD 29 (??/??/92)  456.924  (m)         1499.09   (f) ADJ UNCH    2 0
 TF0323
 TF0323.Superseded values are not recommended for survey control.
 TF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0323.See file dsdata.txt to determine how the superseded data were derived.
 TF0323
 TF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU827570(NAD 83)
 TF0323_MARKER: DB = BENCH MARK DISK
 TF0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0323_STAMPING: G-365 1935
 TF0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0323+STABILITY: SURFACE MOTION
 TF0323
 TF0323  HISTORY     - Date     Condition        Report By
 TF0323  HISTORY     - 1935     MONUMENTED       CGS
 TF0323  HISTORY     - 20041117 MARK NOT FOUND   NDWC
 TF0323
 TF0323                          STATION DESCRIPTION
 TF0323
 TF0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0323'3.7 MI N FROM DENBIGH.
 TF0323'3.7 MILES NORTH OF DEPOT AT ALONG THE DENBIGH-BANTRY ROAD AT THE
 TF0323'NORTHEAST CORNER OF SECTION 8, TOWNSHIP 156, RANGE 77.  AT EAST-WEST
 TF0323'ROAD CROSSING.  SET 36 FT SOUTH OF CENTERLINE OF CROSSING, THENCE 33
 TF0323'FT WEST OF CENTERLINE OF ROAD.  4 FT SOUTHEAST OF RIGHT OF WAY FENCE
 TF0323'CORNER AND 3 FT BELOW ROAD LEVEL.
 TF0323
 TF0323                          STATION RECOVERY (2004)
 TF0323
 TF0323'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1650 ***********************************************************************
 TF1650  DESIGNATION -  G 374
 TF1650  PID         -  TF1650
 TF1650  STATE/COUNTY-  ND/RENVILLE
 TF1650  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF1650
 TF1650                         *CURRENT SURVEY CONTROL
 TF1650  ___________________________________________________________________
 TF1650* NAD 83(1986)-  48 57 58.     (N)    101 49 29.     (W)     SCALED    
 TF1650* NAVD 88     -       537.056  (meters)    1761.99   (feet)  ADJUSTED  
 TF1650  ___________________________________________________________________
 TF1650  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 TF1650  DYNAMIC HT  -         537.178 (meters)    1762.39  (feet)  COMP
 TF1650  MODELED GRAV-     980,819.7   (mgal)                       NAVD 88
 TF1650
 TF1650  VERT ORDER  -  SECOND    CLASS 0
 TF1650
 TF1650.The horizontal coordinates were scaled from a topographic map and have
 TF1650.an estimated accuracy of +/- 6 seconds.
 TF1650
 TF1650.The orthometric height was determined by differential leveling
 TF1650.and adjusted by the National Geodetic Survey in June 1991..
 TF1650
 TF1650.The geoid height was determined by GEOID03.
 TF1650
 TF1650.The dynamic height is computed by dividing the NAVD 88
 TF1650.geopotential number by the normal gravity value computed on the
 TF1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1650.degrees latitude (g = 980.6199 gals.).
 TF1650
 TF1650.The modeled gravity was interpolated from observed gravity values.
 TF1650
 TF1650;                    North         East    Units  Estimated Accuracy
 TF1650;SPC ND N     -   219,440.      503,000.      MT  (+/- 180 meters Scaled)
 TF1650
 TF1650                          SUPERSEDED SURVEY CONTROL
 TF1650
 TF1650  NGVD 29 (??/??/92)  536.671  (m)         1760.73   (f) ADJ UNCH    2 0
 TF1650
 TF1650.Superseded values are not recommended for survey control.
 TF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1650.See file dsdata.txt to determine how the superseded data were derived.
 TF1650
 TF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV932275(NAD 83)
 TF1650_MARKER: DB = BENCH MARK DISK
 TF1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1650_STAMPING: G 374 1935
 TF1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1650+STABILITY: SURFACE MOTION
 TF1650
 TF1650  HISTORY     - Date     Condition        Report By
 TF1650  HISTORY     - 1935     MONUMENTED       CGS
 TF1650
 TF1650                          STATION DESCRIPTION
 TF1650
 TF1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1650'15.1 MI NW FROM MCKINNEY.
 TF1650'15.1 MILES NORTHWEST ALONG A ROAD PARALLELING SOURIS RIVER FROM THE
 TF1650'INTERSECTION OF STATE HIGHWAY 5 AT MCKINNEY, RENVILLE COUNTY, AT THE
 TF1650'SOUTHEAST CORNER OF SECTION 4, T. 163 N., R. 86 W., AT A SCHOOLHOUSE,
 TF1650'AT THE SOUTHEAST CORNER OF THE SCHOOL YARD, AT A ROAD INTERSECTION, 90
 TF1650'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 30 FEET WEST
 TF1650'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 50 FEET NORTH OF A
 TF1650'FENCE CORNER, 4 FEET EAST OF THE YARD FENCE, AND LEVEL WITH THE ROAD.
 TF1650'A STANDARD DISK, STAMPED G 374 1935 AND SET IN THE TOP OF A CONCRETE
 TF1650'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0357 ***********************************************************************
 RP0357  DESIGNATION -  G 375
 RP0357  PID         -  RP0357
 RP0357  STATE/COUNTY-  ND/CASS
 RP0357  USGS QUAD   -  HICKSON (1979)
 RP0357
 RP0357                         *CURRENT SURVEY CONTROL
 RP0357  ___________________________________________________________________
 RP0357* NAD 83(1986)-  46 42 10.     (N)    096 48 35.     (W)     SCALED    
 RP0357* NAVD 88     -       277.465  (meters)     910.32   (feet)  ADJUSTED  
 RP0357  ___________________________________________________________________
 RP0357  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0357  DYNAMIC HT  -         277.487 (meters)     910.39  (feet)  COMP
 RP0357  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 RP0357
 RP0357  VERT ORDER  -  SECOND    CLASS 0
 RP0357
 RP0357.The horizontal coordinates were scaled from a topographic map and have
 RP0357.an estimated accuracy of +/- 6 seconds.
 RP0357
 RP0357.The orthometric height was determined by differential leveling
 RP0357.and adjusted by the National Geodetic Survey in June 1991..
 RP0357
 RP0357.The geoid height was determined by GEOID03.
 RP0357
 RP0357.The dynamic height is computed by dividing the NAVD 88
 RP0357.geopotential number by the normal gravity value computed on the
 RP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0357.degrees latitude (g = 980.6199 gals.).
 RP0357
 RP0357.The modeled gravity was interpolated from observed gravity values.
 RP0357
 RP0357;                    North         East    Units  Estimated Accuracy
 RP0357;SPC ND S     -   121,800.      882,100.      MT  (+/- 180 meters Scaled)
 RP0357
 RP0357                          SUPERSEDED SURVEY CONTROL
 RP0357
 RP0357  NGVD 29 (??/??/92)  277.137  (m)          909.24   (f) ADJ UNCH    2 0
 RP0357
 RP0357.Superseded values are not recommended for survey control.
 RP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0357.See file dsdata.txt to determine how the superseded data were derived.
 RP0357
 RP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS674744(NAD 83)
 RP0357_MARKER: DB = BENCH MARK DISK
 RP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0357_STAMPING: G 375 1940
 RP0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0357+STABILITY: SURFACE MOTION
 RP0357
 RP0357  HISTORY     - Date     Condition        Report By
 RP0357  HISTORY     - 1940     MONUMENTED       CGS
 RP0357  HISTORY     - 1962     GOOD             NGS
 RP0357  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0357
 RP0357                          STATION DESCRIPTION
 RP0357
 RP0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0357'2.3 MI N FROM HICKSON.
 RP0357'2.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0357'RAILROAD FROM THE STATION AT HICKSON, CASS COUNTY, ABOUT 14 POLES
 RP0357'SOUTH OF MILEPOST 104, AT A PUBLIC-ROAD CROSSING, 43.3 FEET NORTH OF
 RP0357'THE CENTER LINE OF THE ROAD, 50.2 FEET WEST OF THE CENTER LINE OF THE
 RP0357'TRACK, 2 FEET NORTH OF A WHITE POST MARKED U.S.B.M., AND ABOUT 1 FOOT
 RP0357'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 375 1940 AND SET IN
 RP0357'THE TOP OF A CONCRETE POST.  NOTE-- IS 4 FEET EAST OF A POLE.
 RP0357
 RP0357                          STATION RECOVERY (1990)
 RP0357
 RP0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0860 ***********************************************************************
 SM0860  DESIGNATION -  G 376
 SM0860  PID         -  SM0860
 SM0860  STATE/COUNTY-  ND/WELLS
 SM0860  USGS QUAD   -  SENIOR LAKE (1978)
 SM0860
 SM0860                         *CURRENT SURVEY CONTROL
 SM0860  ___________________________________________________________________
 SM0860* NAD 83(1986)-  47 22 22.     (N)    099 58 09.     (W)     SCALED    
 SM0860* NAVD 88     -       602.234  (meters)    1975.83   (feet)  ADJUSTED  
 SM0860  ___________________________________________________________________
 SM0860  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SM0860  DYNAMIC HT  -         602.275 (meters)    1975.96  (feet)  COMP
 SM0860  MODELED GRAV-     980,661.2   (mgal)                       NAVD 88
 SM0860
 SM0860  VERT ORDER  -  SECOND    CLASS 0
 SM0860
 SM0860.The horizontal coordinates were scaled from a topographic map and have
 SM0860.an estimated accuracy of +/- 6 seconds.
 SM0860
 SM0860.The orthometric height was determined by differential leveling
 SM0860.and adjusted by the National Geodetic Survey in June 1991..
 SM0860
 SM0860.The geoid height was determined by GEOID03.
 SM0860
 SM0860.The dynamic height is computed by dividing the NAVD 88
 SM0860.geopotential number by the normal gravity value computed on the
 SM0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0860.degrees latitude (g = 980.6199 gals.).
 SM0860
 SM0860.The modeled gravity was interpolated from observed gravity values.
 SM0860
 SM0860;                    North         East    Units  Estimated Accuracy
 SM0860;SPC ND N     -    41,580.      640,090.      MT  (+/- 180 meters Scaled)
 SM0860
 SM0860                          SUPERSEDED SURVEY CONTROL
 SM0860
 SM0860  NGVD 29 (??/??/92)  601.81   (m)         1974.4    (f) COMPUTED    2 0
 SM0860
 SM0860.Superseded values are not recommended for survey control.
 SM0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0860.See file dsdata.txt to determine how the superseded data were derived.
 SM0860
 SM0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT268470(NAD 83)
 SM0860_MARKER: DB = BENCH MARK DISK
 SM0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0860_STAMPING: G-376 1940
 SM0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0860+STABILITY: SURFACE MOTION
 SM0860
 SM0860  HISTORY     - Date     Condition        Report By
 SM0860  HISTORY     - 1940     MONUMENTED       CGS
 SM0860
 SM0860                          STATION DESCRIPTION
 SM0860
 SM0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SM0860'7.3 MI S FROM HURDSFIELD.
 SM0860'7.3 MILES SOUTH OF ALONG, STATE HIGHWAY 3 G-376 IS LOCATED 7.3 MILES
 SM0860'SOUTH OF THE NORTHERN PACIFIC RAILWAY STATION AT HURDSFIELD, 30 FEET
 SM0860'EAST OF THE CENTER LINE OF STATE HIGHWAY 3, 0.1 MILE NORTH OF THE
 SM0860'CROSS ROADS AT A SCHOOL, 7.6 FEET NORTH AND 1 FOOT WEST OF A FENCE
 SM0860'CORNER, 1.6 FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S. B.M. A
 SM0860'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 SM0860'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0861 ***********************************************************************
 SM0861  DESIGNATION -  G 376 RESET
 SM0861  PID         -  SM0861
 SM0861  STATE/COUNTY-  ND/WELLS
 SM0861  USGS QUAD   -  SENIOR LAKE (1978)
 SM0861
 SM0861                         *CURRENT SURVEY CONTROL
 SM0861  ___________________________________________________________________
 SM0861* NAD 83(1986)-  47 22 22.     (N)    099 58 09.     (W)     SCALED    
 SM0861* NAVD 88     -       603.68   (+/-2cm)    1980.6    (feet)  VERTCON   
 SM0861  ___________________________________________________________________
 SM0861  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 SM0861
 SM0861  VERT ORDER  -  THIRD (See Below)
 SM0861
 SM0861.The horizontal coordinates were scaled from a topographic map and have
 SM0861.an estimated accuracy of +/- 6 seconds.
 SM0861
 SM0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0861.The vertical order pertains to the NGVD 29 superseded value.
 SM0861
 SM0861.The geoid height was determined by GEOID03.
 SM0861
 SM0861;                    North         East    Units  Estimated Accuracy
 SM0861;SPC ND N     -    41,580.      640,090.      MT  (+/- 180 meters Scaled)
 SM0861
 SM0861                          SUPERSEDED SURVEY CONTROL
 SM0861
 SM0861  NGVD 29 (??/??/??)  603.26   (m)         1979.2    (f) RESET       3  
 SM0861
 SM0861.Superseded values are not recommended for survey control.
 SM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0861.See file dsdata.txt to determine how the superseded data were derived.
 SM0861
 SM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT268470(NAD 83)
 SM0861_MARKER: DB = BENCH MARK DISK
 SM0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0861_STAMPING: G 376 RESET 1956
 SM0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0861+STABILITY: SURFACE MOTION
 SM0861
 SM0861  HISTORY     - Date     Condition        Report By
 SM0861  HISTORY     - 1956     MONUMENTED       CGS
 SM0861
 SM0861                          STATION DESCRIPTION
 SM0861
 SM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0861'7.05 MI SW FROM HURDSFIELD.
 SM0861'2.0 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE NORTHERN PACIFIC
 SM0861'RAILWAY STATION AT HURDSFIELD, WELL COUNTY, 5.0 MILES SOUTH ALONG
 SM0861'STATE HIGHWAY 3.  0.1 MILE NORTH OF A CROSSROADS AT A SCHOOL, JUST
 SM0861'SOUTH OF A DEEP CUT, AND 103 FEET WEST OF THE CENTERLINE OF THE
 SM0861'HIGHWAY.  A STANDARD DISK, STAMPED G 376 RESET 1956 AND SET IN THE TOP
 SM0861'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0146 ***********************************************************************
 SO0146  DESIGNATION -  G 378
 SO0146  PID         -  SO0146
 SO0146  STATE/COUNTY-  ND/MCLEAN
 SO0146  USGS QUAD   -  RAUB (1967)
 SO0146
 SO0146                         *CURRENT SURVEY CONTROL
 SO0146  ___________________________________________________________________
 SO0146* NAD 83(1986)-  47 43 03.     (N)    102 02 37.     (W)     SCALED    
 SO0146* NAVD 88     -       595.354  (meters)    1953.26   (feet)  ADJUSTED  
 SO0146  ___________________________________________________________________
 SO0146  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 SO0146  DYNAMIC HT  -         595.424 (meters)    1953.49  (feet)  COMP
 SO0146  MODELED GRAV-     980,709.9   (mgal)                       NAVD 88
 SO0146
 SO0146  VERT ORDER  -  SECOND    CLASS 0
 SO0146
 SO0146.The horizontal coordinates were scaled from a topographic map and have
 SO0146.an estimated accuracy of +/- 6 seconds.
 SO0146
 SO0146.The orthometric height was determined by differential leveling
 SO0146.and adjusted by the National Geodetic Survey in June 1991..
 SO0146.WARNING-Repeat measurements at this control monument indicate possible
 SO0146.vertical movement.
 SO0146
 SO0146.The geoid height was determined by GEOID03.
 SO0146
 SO0146.The dynamic height is computed by dividing the NAVD 88
 SO0146.geopotential number by the normal gravity value computed on the
 SO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0146.degrees latitude (g = 980.6199 gals.).
 SO0146
 SO0146.The modeled gravity was interpolated from observed gravity values.
 SO0146
 SO0146;                    North         East    Units  Estimated Accuracy
 SO0146;SPC ND N     -    80,930.      484,190.      MT  (+/- 180 meters Scaled)
 SO0146
 SO0146                          SUPERSEDED SURVEY CONTROL
 SO0146
 SO0146  NGVD 29 (??/??/92)  594.939  (m)         1951.90   (f) ADJ UNCH    2 0
 SO0146
 SO0146.Superseded values are not recommended for survey control.
 SO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0146.See file dsdata.txt to determine how the superseded data were derived.
 SO0146
 SO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN217891(NAD 83)
 SO0146_MARKER: DB = BENCH MARK DISK
 SO0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0146_STAMPING: G 378 1940
 SO0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0146+STABILITY: SURFACE MOTION
 SO0146
 SO0146  HISTORY     - Date     Condition        Report By
 SO0146  HISTORY     - 1940     MONUMENTED       CGS
 SO0146  HISTORY     - 1962     GOOD             NGS
 SO0146
 SO0146                          STATION DESCRIPTION
 SO0146
 SO0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0146'2.0 MI S FROM RAUB.
 SO0146'ABOUT 2.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0146'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, 55 FEET NORTHWEST OF THE
 SO0146'CENTER OF A ROAD INTERSECTION, 33 FEET NORTH OF THE CENTERLINE OF A
 SO0146'ROAD, 43 FEET WEST OF THE CENTERLINE OF A ROAD, 1.5 FEET SOUTH OF A
 SO0146'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 SO0146'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0369 ***********************************************************************
 SO0369  DESIGNATION -  G 379
 SO0369  PID         -  SO0369
 SO0369  STATE/COUNTY-  ND/DUNN
 SO0369  USGS QUAD   -  OAKDALE (1974)
 SO0369
 SO0369                         *CURRENT SURVEY CONTROL
 SO0369  ___________________________________________________________________
 SO0369* NAD 83(1986)-  47 24 49.     (N)    102 45 30.     (W)     SCALED    
 SO0369* NAVD 88     -       714.234  (meters)    2343.28   (feet)  ADJUSTED  
 SO0369  ___________________________________________________________________
 SO0369  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 SO0369  DYNAMIC HT  -         714.279 (meters)    2343.43  (feet)  COMP
 SO0369  MODELED GRAV-     980,651.5   (mgal)                       NAVD 88
 SO0369
 SO0369  VERT ORDER  -  SECOND    CLASS 0
 SO0369
 SO0369.The horizontal coordinates were scaled from a topographic map and have
 SO0369.an estimated accuracy of +/- 6 seconds.
 SO0369
 SO0369.The orthometric height was determined by differential leveling
 SO0369.and adjusted by the National Geodetic Survey in June 1991..
 SO0369
 SO0369.The geoid height was determined by GEOID03.
 SO0369
 SO0369.The dynamic height is computed by dividing the NAVD 88
 SO0369.geopotential number by the normal gravity value computed on the
 SO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0369.degrees latitude (g = 980.6199 gals.).
 SO0369
 SO0369.The modeled gravity was interpolated from observed gravity values.
 SO0369
 SO0369;                    North         East    Units  Estimated Accuracy
 SO0369;SPC ND S     -   196,640.      429,600.      MT  (+/- 180 meters Scaled)
 SO0369
 SO0369                          SUPERSEDED SURVEY CONTROL
 SO0369
 SO0369  NGVD 29 (??/??/92)  713.748  (m)         2341.69   (f) ADJ UNCH    2 0
 SO0369
 SO0369.Superseded values are not recommended for survey control.
 SO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0369.See file dsdata.txt to determine how the superseded data were derived.
 SO0369
 SO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN691535(NAD 83)
 SO0369_MARKER: DB = BENCH MARK DISK
 SO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0369_STAMPING: G 379 1940
 SO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0369+STABILITY: SURFACE MOTION
 SO0369
 SO0369  HISTORY     - Date     Condition        Report By
 SO0369  HISTORY     - 1940     MONUMENTED       CGS
 SO0369
 SO0369                          STATION DESCRIPTION
 SO0369
 SO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0369'3.4 MI N FROM KILLDEER.
 SO0369'3.4 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 22 FROM THE
 SO0369'NORTHERN PACIFIC RAILWAY STATION AT KILLDEER, DUNN COUNTY, AT THE
 SO0369'TRIANGLE FORMED BY TWO SECTION-LINE ROADS AND A CURVE TO THE LEFT, 243
 SO0369'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 40 FEET WEST OF
 SO0369'THE CENTERLINE OF THE ROAD LEADING SOUTH, 59 FEET NORTHEAST OF THE
 SO0369'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A WHITE WOODEN
 SO0369'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SO0369'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0144 ***********************************************************************
 RQ0144  DESIGNATION -  G 38
 RQ0144  PID         -  RQ0144
 RQ0144  STATE/COUNTY-  ND/LA MOURE
 RQ0144  USGS QUAD   -  EDGELEY (1982)
 RQ0144
 RQ0144                         *CURRENT SURVEY CONTROL
 RQ0144  ___________________________________________________________________
 RQ0144* NAD 83(1986)-  46 17 15.     (N)    098 39 49.     (W)     SCALED    
 RQ0144* NAVD 88     -       469.563  (meters)    1540.56   (feet)  ADJUSTED  
 RQ0144  ___________________________________________________________________
 RQ0144  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RQ0144  DYNAMIC HT  -         469.560 (meters)    1540.55  (feet)  COMP
 RQ0144  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RQ0144
 RQ0144  VERT ORDER  -  SECOND    CLASS 0
 RQ0144
 RQ0144.The horizontal coordinates were scaled from a topographic map and have
 RQ0144.an estimated accuracy of +/- 6 seconds.
 RQ0144
 RQ0144.The orthometric height was determined by differential leveling
 RQ0144.and adjusted by the National Geodetic Survey in June 1991..
 RQ0144
 RQ0144.The geoid height was determined by GEOID03.
 RQ0144
 RQ0144.The dynamic height is computed by dividing the NAVD 88
 RQ0144.geopotential number by the normal gravity value computed on the
 RQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0144.degrees latitude (g = 980.6199 gals.).
 RQ0144
 RQ0144.The modeled gravity was interpolated from observed gravity values.
 RQ0144
 RQ0144;                    North         East    Units  Estimated Accuracy
 RQ0144;SPC ND S     -    70,660.      741,500.      MT  (+/- 180 meters Scaled)
 RQ0144
 RQ0144                          SUPERSEDED SURVEY CONTROL
 RQ0144
 RQ0144  NGVD 29 (??/??/92)  469.195  (m)         1539.35   (f) ADJ UNCH    2 0
 RQ0144
 RQ0144.Superseded values are not recommended for survey control.
 RQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0144.See file dsdata.txt to determine how the superseded data were derived.
 RQ0144
 RQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS259260(NAD 83)
 RQ0144_MARKER: DB = BENCH MARK DISK
 RQ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0144_STAMPING: G 38 1934
 RQ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0144+STABILITY: SURFACE MOTION
 RQ0144
 RQ0144  HISTORY     - Date     Condition        Report By
 RQ0144  HISTORY     - 1934     MONUMENTED       CGS
 RQ0144  HISTORY     - 1970     GOOD             NGS
 RQ0144  HISTORY     - 1977     GOOD             USGS
 RQ0144
 RQ0144                          STATION DESCRIPTION
 RQ0144
 RQ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0144'5.7 MI S FROM EDGELEY.
 RQ0144'IT IS ABOUT 5.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RQ0144'PACIFIC RAILROAD FROM THE CITY WATER TANK AT EDGELEY, IN A PASTURE,
 RQ0144'0.2 MILE NORTH OF THE DRIVEWAY TO RANCH BUILDINGS, 45 FEET WEST OF THE
 RQ0144'WEST RAIL, 20 FEET WEST OF MILEPOST 57, 3 FEET WEST OF A NORTH-SOUTH
 RQ0144'FENCE LINE AND A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE
 RQ0144'CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 RQ0144
 RQ0144                          STATION RECOVERY (1977)
 RQ0144
 RQ0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0144'5.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0144'RAILROAD FROM THE CITY WATER TANK AT EDGELEY. 80 FT. NW ALONG U.S.
 RQ0144'HWY 281 AND 129 FT. SW AND NORMAL TO THE HIGHWAY AT FIELD ENTRANCE
 RQ0144'NORTHEAST. 21 FEET SOUTHWEST OF MILEPOST 57 AND 3 FEET SOUTHWEST OF
 RQ0144'RAILROAD RIGHT-OF WAY FENCE AND WITNESS POST IN FENCELINE AND ABOUT 2
 RQ0144'FEET LOWER THAN TRACK. A STANDARD DISK, STAMPED G 38 1934 AND SET IN
 RQ0144'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0841 ***********************************************************************
 SN0841  DESIGNATION -  G 381
 SN0841  PID         -  SN0841
 SN0841  STATE/COUNTY-  ND/MCLEAN
 SN0841  USGS QUAD   -  WASHBURN (1980)
 SN0841
 SN0841                         *CURRENT SURVEY CONTROL
 SN0841  ___________________________________________________________________
 SN0841* NAD 83(1986)-  47 21 26.     (N)    101 02 24.     (W)     SCALED    
 SN0841* NAVD 88     -       578.488  (meters)    1897.92   (feet)  ADJUSTED  
 SN0841  ___________________________________________________________________
 SN0841  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SN0841  DYNAMIC HT  -         578.533 (meters)    1898.07  (feet)  COMP
 SN0841  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 SN0841
 SN0841  VERT ORDER  -  FIRST     CLASS II
 SN0841
 SN0841.The horizontal coordinates were scaled from a topographic map and have
 SN0841.an estimated accuracy of +/- 6 seconds.
 SN0841
 SN0841.The orthometric height was determined by differential leveling
 SN0841.and adjusted by the National Geodetic Survey in June 1991..
 SN0841
 SN0841.The geoid height was determined by GEOID03.
 SN0841
 SN0841.The dynamic height is computed by dividing the NAVD 88
 SN0841.geopotential number by the normal gravity value computed on the
 SN0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0841.degrees latitude (g = 980.6199 gals.).
 SN0841
 SN0841.The modeled gravity was interpolated from observed gravity values.
 SN0841
 SN0841;                    North         East    Units  Estimated Accuracy
 SN0841;SPC ND N     -    39,860.      559,200.      MT  (+/- 180 meters Scaled)
 SN0841
 SN0841                          SUPERSEDED SURVEY CONTROL
 SN0841
 SN0841  NGVD 29 (??/??/92)  578.076  (m)         1896.57   (f) ADJ UNCH    1 2
 SN0841
 SN0841.Superseded values are not recommended for survey control.
 SN0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0841.See file dsdata.txt to determine how the superseded data were derived.
 SN0841
 SN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT459468(NAD 83)
 SN0841_MARKER: DB = BENCH MARK DISK
 SN0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0841_STAMPING: G 381 1945
 SN0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0841+STABILITY: SURFACE MOTION
 SN0841
 SN0841  HISTORY     - Date     Condition        Report By
 SN0841  HISTORY     - 1945     MONUMENTED       CGS
 SN0841  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0841
 SN0841                          STATION DESCRIPTION
 SN0841
 SN0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 SN0841'2.9 MI E FROM FALKIRK.
 SN0841'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0841'STATION AT FALKIRK GO EASTERLY 2.9 MILES ALONG A GRAVELED ROAD TO SITE
 SN0841'OF MARK, BENCH MARK IS ABOUT 0.15 MILE WEST OF THE INTERSECTION OF THE
 SN0841'GRAVELED ROAD AND U.S. HIGHWAY NO. 83, 46.0 FEET NORTH OF AND ABOUT
 SN0841'LEVEL WITH THE CENTER LINE OF THE ROAD, 56.0 FEET WEST OF A TELEPHONE
 SN0841'POLE AND IN LINE WITH A ROW OF POLES NORTH OF ROAD, 1.0 FOOT SOUTH OF
 SN0841'A FENCE AND 1.0 FOOT EAST OF A 4 X 4 MARKER POST.  AN IRON DISK
 SN0841'STAMPED G 381 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 SN0841'INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0841'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 SN0841
 SN0841                          STATION RECOVERY (1962)
 SN0841
 SN0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0222 ***********************************************************************
 RR0222  DESIGNATION -  G 382
 RR0222  PID         -  RR0222
 RR0222  STATE/COUNTY-  ND/SIOUX
 RR0222  USGS QUAD   -  FORT YATES SE (1968)
 RR0222
 RR0222                         *CURRENT SURVEY CONTROL
 RR0222  ___________________________________________________________________
 RR0222* NAD 83(1986)-  46 01 17.     (N)    100 35 03.     (W)     SCALED    
 RR0222* NAVD 88     -       489.565  (meters)    1606.18   (feet)  POSTED    
 RR0222  ___________________________________________________________________
 RR0222  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RR0222  DYNAMIC HT  -         489.540 (meters)    1606.10  (feet)  COMP
 RR0222  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 RR0222
 RR0222  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RR0222
 RR0222.The horizontal coordinates were scaled from a topographic map and have
 RR0222.an estimated accuracy of +/- 6 seconds.
 RR0222
 RR0222.The orthometric height was determined by differential leveling
 RR0222.and adjusted by the National Geodetic Survey in 1992..
 RR0222.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RR0222.rate of 4.1 thru 8.0 mm/km.
 RR0222
 RR0222.The geoid height was determined by GEOID03.
 RR0222
 RR0222.The dynamic height is computed by dividing the NAVD 88
 RR0222.geopotential number by the normal gravity value computed on the
 RR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0222.degrees latitude (g = 980.6199 gals.).
 RR0222
 RR0222.The modeled gravity was interpolated from observed gravity values.
 RR0222
 RR0222;                    North         East    Units  Estimated Accuracy
 RR0222;SPC ND S     -    39,430.      593,480.      MT  (+/- 180 meters Scaled)
 RR0222
 RR0222                          SUPERSEDED SURVEY CONTROL
 RR0222
 RR0222  NGVD 29 (??/??/92)  489.180  (m)         1604.92   (f) ADJ UNCH    1 2
 RR0222
 RR0222.Superseded values are not recommended for survey control.
 RR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0222.See file dsdata.txt to determine how the superseded data were derived.
 RR0222
 RR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR773976(NAD 83)
 RR0222_MARKER: DB = BENCH MARK DISK
 RR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0222_STAMPING: G 382 1945
 RR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0222+STABILITY: SURFACE MOTION
 RR0222
 RR0222  HISTORY     - Date     Condition        Report By
 RR0222  HISTORY     - 1945     MONUMENTED       CGS
 RR0222  HISTORY     - 1949     GOOD             NGS
 RR0222  HISTORY     - 1959     GOOD             NGS
 RR0222
 RR0222                          STATION DESCRIPTION
 RR0222
 RR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0222'6.5 MI SE FROM FORT YATES.
 RR0222'4.4 MILES SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF
 RR0222'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, THENCE
 RR0222'2.1 MILES SOUTHEAST ALONG A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER
 RR0222'LINE OF ROAD, 28 FEET EAST OF A SMALL PLUM THICKET, 2.0 FEET SOUTH OF
 RR0222'A RFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RR0222'FOOT ABOVE THE GROUND.
 RR0222
 RR0222                          STATION RECOVERY (1959)
 RR0222
 RR0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0048 ***********************************************************************
 RR0048  DESIGNATION -  G 383
 RR0048  PID         -  RR0048
 RR0048  STATE/COUNTY-  ND/EMMONS
 RR0048  USGS QUAD   -  GRASSNA NW (1971)
 RR0048
 RR0048                         *CURRENT SURVEY CONTROL
 RR0048  ___________________________________________________________________
 RR0048* NAD 83(1986)-  46 08 47.     (N)    100 27 42.     (W)     SCALED    
 RR0048* NAVD 88     -       637.192  (meters)    2090.52   (feet)  ADJUSTED  
 RR0048  ___________________________________________________________________
 RR0048  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 RR0048  DYNAMIC HT  -         637.169 (meters)    2090.45  (feet)  COMP
 RR0048  MODELED GRAV-     980,557.2   (mgal)                       NAVD 88
 RR0048
 RR0048  VERT ORDER  -  FIRST     CLASS II
 RR0048
 RR0048.The horizontal coordinates were scaled from a topographic map and have
 RR0048.an estimated accuracy of +/- 6 seconds.
 RR0048
 RR0048.The orthometric height was determined by differential leveling
 RR0048.and adjusted by the National Geodetic Survey in June 1991..
 RR0048
 RR0048.The geoid height was determined by GEOID03.
 RR0048
 RR0048.The dynamic height is computed by dividing the NAVD 88
 RR0048.geopotential number by the normal gravity value computed on the
 RR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0048.degrees latitude (g = 980.6199 gals.).
 RR0048
 RR0048.The modeled gravity was interpolated from observed gravity values.
 RR0048
 RR0048;                    North         East    Units  Estimated Accuracy
 RR0048;SPC ND S     -    53,330.      602,960.      MT  (+/- 180 meters Scaled)
 RR0048
 RR0048                          SUPERSEDED SURVEY CONTROL
 RR0048
 RR0048  NGVD 29 (??/??/92)  636.800  (m)         2089.23   (f) ADJ UNCH    1 2
 RR0048
 RR0048.Superseded values are not recommended for survey control.
 RR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0048.See file dsdata.txt to determine how the superseded data were derived.
 RR0048
 RR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS871113(NAD 83)
 RR0048_MARKER: DB = BENCH MARK DISK
 RR0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0048_SP_SET: BUILDING
 RR0048_STAMPING: G 383 1945
 RR0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0048
 RR0048  HISTORY     - Date     Condition        Report By
 RR0048  HISTORY     - 1945     MONUMENTED       CGS
 RR0048  HISTORY     - 1949     GOOD             NGS
 RR0048  HISTORY     - 1957     GOOD             NGS
 RR0048
 RR0048                          STATION DESCRIPTION
 RR0048
 RR0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0048'20.4 MI SW FROM LINTON.
 RR0048'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0048'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0048'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0048'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0048'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0048'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0048'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0048'THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, SET VERTICALLY IN THE
 RR0048'SOUTHEAST CORNER OF THE ST. BERNARDS CHURCH, 1.3 FEET WEST OF THE
 RR0048'SOUTHEAST CORNER, AND 1.3 FEET ABOVE THE GROUND.
 RR0048
 RR0048                          STATION RECOVERY (1957)
 RR0048
 RR0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0161 ***********************************************************************
 SN0161  DESIGNATION -  G 384
 SN0161  PID         -  SN0161
 SN0161  STATE/COUNTY-  ND/OLIVER
 SN0161  USGS QUAD   -  SANGER (1966)
 SN0161
 SN0161                         *CURRENT SURVEY CONTROL
 SN0161  ___________________________________________________________________
 SN0161* NAD 83(1986)-  47 08 19.     (N)    100 58 09.     (W)     SCALED    
 SN0161* NAVD 88     -       513.870  (meters)    1685.92   (feet)  ADJUSTED  
 SN0161  ___________________________________________________________________
 SN0161  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SN0161  DYNAMIC HT  -         513.887 (meters)    1685.98  (feet)  COMP
 SN0161  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 SN0161
 SN0161  VERT ORDER  -  SECOND    CLASS 0
 SN0161
 SN0161.The horizontal coordinates were scaled from a topographic map and have
 SN0161.an estimated accuracy of +/- 6 seconds.
 SN0161
 SN0161.The orthometric height was determined by differential leveling
 SN0161.and adjusted by the National Geodetic Survey in June 1991..
 SN0161
 SN0161.The geoid height was determined by GEOID03.
 SN0161
 SN0161.The dynamic height is computed by dividing the NAVD 88
 SN0161.geopotential number by the normal gravity value computed on the
 SN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0161.degrees latitude (g = 980.6199 gals.).
 SN0161
 SN0161.The modeled gravity was interpolated from observed gravity values.
 SN0161
 SN0161;                    North         East    Units  Estimated Accuracy
 SN0161;SPC ND S     -   163,730.      564,410.      MT  (+/- 180 meters Scaled)
 SN0161
 SN0161                          SUPERSEDED SURVEY CONTROL
 SN0161
 SN0161  NGVD 29 (??/??/92)  513.471  (m)         1684.61   (f) ADJ UNCH    2 0
 SN0161
 SN0161.Superseded values are not recommended for survey control.
 SN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0161.See file dsdata.txt to determine how the superseded data were derived.
 SN0161
 SN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT506224(NAD 83)
 SN0161_MARKER: DB = BENCH MARK DISK
 SN0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0161_STAMPING: G 384 1946 1684.613
 SN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0161+STABILITY: SURFACE MOTION
 SN0161
 SN0161  HISTORY     - Date     Condition        Report By
 SN0161  HISTORY     - 1946     MONUMENTED       CGS
 SN0161  HISTORY     - 1956     GOOD             NGS
 SN0161  HISTORY     - 1982     GOOD             NGS
 SN0161
 SN0161                          STATION DESCRIPTION
 SN0161
 SN0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0161'3.9 MI N FROM PRICE.
 SN0161'ABOUT 3.9 MILES NORTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM
 SN0161'PRICE, 112 FEET NORTH OF THE NORTH END OF TRESTLE NO. 23, 52 FEET
 SN0161'NORTHEAST OF MILEPOST NO. 24, 49 FEET EAST OF AND LEVEL WITH THE
 SN0161'CENTER LINE OF THE RAILROAD, 7.5 FEET EAST OF A TELEGRAPH POLE, 2 FEET
 SN0161'SOUTH OF A 4 X 4 MARKER POST, 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE. A
 SN0161'BRONZE DISC STAMPED G 384 1946 AND SET IN THE TOP OF A CONCRETE POST
 SN0161'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 SN0161
 SN0161                          STATION RECOVERY (1956)
 SN0161
 SN0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0161'RECOVERED IN GOOD CONDITION.
 SN0161
 SN0161                          STATION RECOVERY (1982)
 SN0161
 SN0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0311 ***********************************************************************
 RR0311  DESIGNATION -  G 385
 RR0311  PID         -  RR0311
 RR0311  STATE/COUNTY-  ND/MORTON
 RR0311  USGS QUAD   -  HARMON (1976)
 RR0311
 RR0311                         *CURRENT SURVEY CONTROL
 RR0311  ___________________________________________________________________
 RR0311* NAD 83(1986)-  46 54 57.     (N)    100 55 59.     (W)     SCALED    
 RR0311* NAVD 88     -       506.662  (meters)    1662.27   (feet)  ADJUSTED  
 RR0311  ___________________________________________________________________
 RR0311  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RR0311  DYNAMIC HT  -         506.671 (meters)    1662.30  (feet)  COMP
 RR0311  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 RR0311
 RR0311  VERT ORDER  -  SECOND    CLASS 0
 RR0311
 RR0311.The horizontal coordinates were scaled from a topographic map and have
 RR0311.an estimated accuracy of +/- 6 seconds.
 RR0311
 RR0311.The orthometric height was determined by differential leveling
 RR0311.and adjusted by the National Geodetic Survey in June 1991..
 RR0311
 RR0311.The geoid height was determined by GEOID03.
 RR0311
 RR0311.The dynamic height is computed by dividing the NAVD 88
 RR0311.geopotential number by the normal gravity value computed on the
 RR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0311.degrees latitude (g = 980.6199 gals.).
 RR0311
 RR0311.The modeled gravity was interpolated from observed gravity values.
 RR0311
 RR0311;                    North         East    Units  Estimated Accuracy
 RR0311;SPC ND S     -   138,950.      567,010.      MT  (+/- 180 meters Scaled)
 RR0311
 RR0311                          SUPERSEDED SURVEY CONTROL
 RR0311
 RR0311  NGVD 29 (??/??/92)  506.292  (m)         1661.06   (f) ADJ UNCH    2 0
 RR0311
 RR0311.Superseded values are not recommended for survey control.
 RR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0311.See file dsdata.txt to determine how the superseded data were derived.
 RR0311
 RR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS528976(NAD 83)
 RR0311_MARKER: DB = BENCH MARK DISK
 RR0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0311_STAMPING: G 385 1946
 RR0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0311+STABILITY: SURFACE MOTION
 RR0311
 RR0311  HISTORY     - Date     Condition        Report By
 RR0311  HISTORY     - 1946     MONUMENTED       CGS
 RR0311  HISTORY     - 1956     GOOD             NGS
 RR0311
 RR0311                          STATION DESCRIPTION
 RR0311
 RR0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0311'8.0 MI NW FROM MANDAN.
 RR0311'ABOUT 8.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0311'STATION AT MANDAN, ABOUT 100 YARDS NORTHWEST OF MILE POST 7, 46.5 FEET
 RR0311'SOUTHWEST OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 RR0311'TRACK, 12.0 FEET EAST OF A TELEPHONE POLE, 4.0 FEET SOUTHEAST OF A
 RR0311'FENCE CORNER AND 2.0 FEET SOUTHEAST OF A 4 X 4 IN. MARKER POST.  A
 RR0311'BRONZE DISK STAMPED G 385 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 RR0311'PROJECTS 5 INCHES ABOVE GROUND.
 RR0311
 RR0311                          STATION RECOVERY (1956)
 RR0311
 RR0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1333 ***********************************************************************
 TG1333  DESIGNATION -  G 386
 TG1333  PID         -  TG1333
 TG1333  STATE/COUNTY-  ND/WILLIAMS
 TG1333  USGS QUAD   -  WILLISTON WEST (1976)
 TG1333
 TG1333                         *CURRENT SURVEY CONTROL
 TG1333  ___________________________________________________________________
 TG1333* NAD 83(1986)-  48 08 19.     (N)    103 40 55.     (W)     SCALED    
 TG1333* NAVD 88     -       580.367  (meters)    1904.09   (feet)  ADJUSTED  
 TG1333  ___________________________________________________________________
 TG1333  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1333  DYNAMIC HT  -         580.436 (meters)    1904.31  (feet)  COMP
 TG1333  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 TG1333
 TG1333  VERT ORDER  -  FIRST     CLASS II
 TG1333
 TG1333.The horizontal coordinates were scaled from a topographic map and have
 TG1333.an estimated accuracy of +/- 6 seconds.
 TG1333
 TG1333.The orthometric height was determined by differential leveling
 TG1333.and adjusted by the National Geodetic Survey in June 1991..
 TG1333
 TG1333.The geoid height was determined by GEOID03.
 TG1333
 TG1333.The dynamic height is computed by dividing the NAVD 88
 TG1333.geopotential number by the normal gravity value computed on the
 TG1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1333.degrees latitude (g = 980.6199 gals.).
 TG1333
 TG1333.The modeled gravity was interpolated from observed gravity values.
 TG1333
 TG1333;                    North         East    Units  Estimated Accuracy
 TG1333;SPC ND N     -   131,480.      363,270.      MT  (+/- 180 meters Scaled)
 TG1333
 TG1333                          SUPERSEDED SURVEY CONTROL
 TG1333
 TG1333  NGVD 29 (??/??/92)  579.864  (m)         1902.44   (f) ADJ UNCH    1 2
 TG1333
 TG1333.Superseded values are not recommended for survey control.
 TG1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1333.See file dsdata.txt to determine how the superseded data were derived.
 TG1333
 TG1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP980325(NAD 83)
 TG1333_MARKER: DB = BENCH MARK DISK
 TG1333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1333_SP_SET: CONCRETE DRILL HOLE
 TG1333_STAMPING: G 386 1946
 TG1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1333
 TG1333  HISTORY     - Date     Condition        Report By
 TG1333  HISTORY     - 1946     MONUMENTED       CGS
 TG1333
 TG1333                          STATION DESCRIPTION
 TG1333
 TG1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1333'2.8 MI W FROM WILLISTON.
 TG1333'AT THE CHANDLER AIRPORT, 41.3 FEET NORTHEAST OF THE NORTHEAST CORNER
 TG1333'OF THE OFFICE BUILDING, 9.6 FEET WEST OF THE SOUTHEAST CORNER OF THE
 TG1333'SHOP AND 3 INCHES SOUTH OF THE SOUTH WALL OF THE SHOP.  A BRONZE DISK
 TG1333'STAMPED G 386 1946 SET IN A DRILL HOLE IN CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1142 ***********************************************************************
 TG1142  DESIGNATION -  G 387
 TG1142  PID         -  TG1142
 TG1142  STATE/COUNTY-  ND/WILLIAMS
 TG1142  USGS QUAD   -  RAY (1978)
 TG1142
 TG1142                         *CURRENT SURVEY CONTROL
 TG1142  ___________________________________________________________________
 TG1142* NAD 83(1986)-  48 19 20.     (N)    103 12 03.     (W)     SCALED    
 TG1142* NAVD 88     -       705.341  (meters)    2314.11   (feet)  ADJUSTED  
 TG1142  ___________________________________________________________________
 TG1142  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1142  DYNAMIC HT  -         705.440 (meters)    2314.43  (feet)  COMP
 TG1142  MODELED GRAV-     980,726.7   (mgal)                       NAVD 88
 TG1142
 TG1142  VERT ORDER  -  FIRST     CLASS II
 TG1142
 TG1142.The horizontal coordinates were scaled from a topographic map and have
 TG1142.an estimated accuracy of +/- 6 seconds.
 TG1142
 TG1142.The orthometric height was determined by differential leveling
 TG1142.and adjusted by the National Geodetic Survey in June 1991..
 TG1142
 TG1142.The geoid height was determined by GEOID03.
 TG1142
 TG1142.The dynamic height is computed by dividing the NAVD 88
 TG1142.geopotential number by the normal gravity value computed on the
 TG1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1142.degrees latitude (g = 980.6199 gals.).
 TG1142
 TG1142.The modeled gravity was interpolated from observed gravity values.
 TG1142
 TG1142;                    North         East    Units  Estimated Accuracy
 TG1142;SPC ND N     -   150,520.      399,760.      MT  (+/- 180 meters Scaled)
 TG1142
 TG1142                          SUPERSEDED SURVEY CONTROL
 TG1142
 TG1142  NGVD 29 (??/??/92)  704.846  (m)         2312.48   (f) ADJ UNCH    1 2
 TG1142
 TG1142.Superseded values are not recommended for survey control.
 TG1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1142.See file dsdata.txt to determine how the superseded data were derived.
 TG1142
 TG1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP333536(NAD 83)
 TG1142_MARKER: DB = BENCH MARK DISK
 TG1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1142_STAMPING: G 387 1946
 TG1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1142+STABILITY: SURFACE MOTION
 TG1142
 TG1142  HISTORY     - Date     Condition        Report By
 TG1142  HISTORY     - 1946     MONUMENTED       CGS
 TG1142  HISTORY     - 1975     GOOD             USGS
 TG1142  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1142
 TG1142                          STATION DESCRIPTION
 TG1142
 TG1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1142'2.2 MI SW FROM RAY.
 TG1142'ABOUT 2.2 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1142'STATION AT RAY, ABOUT 60 YARDS SOUTHEAST OF AND ACROSS THE TRACK FROM
 TG1142'THE SEVENTH POLE NORTHEAST OF MILE POST 96, AT THE NORTHEAST END OF A
 TG1142'SMALL FILL, 99.0 FEET SOUTHEAST OF AND ABOUT 5.0 FEET LOWER THAN THE
 TG1142'CENTER LINE OF THE TRACK, 1.0 FOOT NORTHWEST OF THE RIGHT OF WAY FENCE
 TG1142'AND 1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK
 TG1142'STAMPED G 387 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TG1142'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE MARK IS NOT 5 FT LOWER THAN
 TG1142'THE TRACK BUT 2 FT HIGHER.  THE POST IS NOW FLUSH WITH THE GROUND.
 TG1142
 TG1142                          STATION RECOVERY (1975)
 TG1142
 TG1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1142'RECOVERED IN GOOD CONDITION.
 TG1142
 TG1142                          STATION RECOVERY (1981)
 TG1142
 TG1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1207 ***********************************************************************
 TG1207  DESIGNATION -  G 388
 TG1207  PID         -  TG1207
 TG1207  STATE/COUNTY-  ND/WILLIAMS
 TG1207  USGS QUAD   -  CUSSICKS SPRING (1969)
 TG1207
 TG1207                         *CURRENT SURVEY CONTROL
 TG1207  ___________________________________________________________________
 TG1207* NAD 83(1986)-  48 10 32.     (N)    103 13 17.     (W)     SCALED    
 TG1207* NAVD 88     -       678.303  (meters)    2225.40   (feet)  ADJUSTED  
 TG1207  ___________________________________________________________________
 TG1207  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1207  DYNAMIC HT  -         678.394 (meters)    2225.70  (feet)  COMP
 TG1207  MODELED GRAV-     980,723.2   (mgal)                       NAVD 88
 TG1207
 TG1207  VERT ORDER  -  SECOND    CLASS 0
 TG1207
 TG1207.The horizontal coordinates were scaled from a topographic map and have
 TG1207.an estimated accuracy of +/- 6 seconds.
 TG1207
 TG1207.The orthometric height was determined by differential leveling
 TG1207.and adjusted by the National Geodetic Survey in June 1991..
 TG1207
 TG1207.The geoid height was determined by GEOID03.
 TG1207
 TG1207.The dynamic height is computed by dividing the NAVD 88
 TG1207.geopotential number by the normal gravity value computed on the
 TG1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1207.degrees latitude (g = 980.6199 gals.).
 TG1207
 TG1207.The modeled gravity was interpolated from observed gravity values.
 TG1207
 TG1207;                    North         East    Units  Estimated Accuracy
 TG1207;SPC ND N     -   134,280.      397,660.      MT  (+/- 180 meters Scaled)
 TG1207
 TG1207                          SUPERSEDED SURVEY CONTROL
 TG1207
 TG1207  NGVD 29 (??/??/92)  677.810  (m)         2223.78   (f) ADJ UNCH    2 0
 TG1207
 TG1207.Superseded values are not recommended for survey control.
 TG1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1207.See file dsdata.txt to determine how the superseded data were derived.
 TG1207
 TG1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP322373(NAD 83)
 TG1207_MARKER: DB = BENCH MARK DISK
 TG1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1207_STAMPING: G 388 1946
 TG1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1207+STABILITY: SURFACE MOTION
 TG1207
 TG1207  HISTORY     - Date     Condition        Report By
 TG1207  HISTORY     - 1946     MONUMENTED       CGS
 TG1207  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1207
 TG1207                          STATION DESCRIPTION
 TG1207
 TG1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1207'20.6 MI E FROM WILLISTON.
 TG1207'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1207'MAIN STREET, THENCE EASTERLY 20.6 MILES ALONG THE MAIN GRAVELED ROAD
 TG1207'TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE ROAD AND A
 TG1207'FARM DRIVE LEADING SOUTH, 42.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 TG1207'CENTER LINE OF THE ROAD, 18.0 FEET EAST OF THE CENTER LINE OF THE
 TG1207'DRIVE, 5.0 FEET EAST OF THE EAST END OF A WIRE GATE, 1.0 FOOT NORTH OF
 TG1207'A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK
 TG1207'STAMPED G 388 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TG1207'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- RD REBUILT AND R/W EXTENDED.
 TG1207
 TG1207                          STATION RECOVERY (1969)
 TG1207
 TG1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1273 ***********************************************************************
 TG1273  DESIGNATION -  G 389
 TG1273  PID         -  TG1273
 TG1273  STATE/COUNTY-  ND/WILLIAMS
 TG1273  USGS QUAD   -  RED MIKE HILL (1976)
 TG1273
 TG1273                         *CURRENT SURVEY CONTROL
 TG1273  ___________________________________________________________________
 TG1273* NAD 83(1986)-  48 12 03.     (N)    103 04 49.     (W)     SCALED    
 TG1273* NAVD 88     -       587.539  (meters)    1927.62   (feet)  ADJUSTED  
 TG1273  ___________________________________________________________________
 TG1273  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1273  DYNAMIC HT  -         587.619 (meters)    1927.88  (feet)  COMP
 TG1273  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 TG1273
 TG1273  VERT ORDER  -  SECOND    CLASS 0
 TG1273
 TG1273.The horizontal coordinates were scaled from a topographic map and have
 TG1273.an estimated accuracy of +/- 6 seconds.
 TG1273
 TG1273.The orthometric height was determined by differential leveling
 TG1273.and adjusted by the National Geodetic Survey in June 1991..
 TG1273
 TG1273.The geoid height was determined by GEOID03.
 TG1273
 TG1273.The dynamic height is computed by dividing the NAVD 88
 TG1273.geopotential number by the normal gravity value computed on the
 TG1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1273.degrees latitude (g = 980.6199 gals.).
 TG1273
 TG1273.The modeled gravity was interpolated from observed gravity values.
 TG1273
 TG1273;                    North         East    Units  Estimated Accuracy
 TG1273;SPC ND N     -   136,720.      408,240.      MT  (+/- 180 meters Scaled)
 TG1273
 TG1273                          SUPERSEDED SURVEY CONTROL
 TG1273
 TG1273  NGVD 29 (??/??/92)  587.048  (m)         1926.01   (f) ADJ UNCH    2 0
 TG1273
 TG1273.Superseded values are not recommended for survey control.
 TG1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1273.See file dsdata.txt to determine how the superseded data were derived.
 TG1273
 TG1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP426404(NAD 83)
 TG1273_MARKER: DB = BENCH MARK DISK
 TG1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1273_STAMPING: G 389 1946
 TG1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1273+STABILITY: SURFACE MOTION
 TG1273
 TG1273  HISTORY     - Date     Condition        Report By
 TG1273  HISTORY     - 1946     MONUMENTED       CGS
 TG1273
 TG1273                          STATION DESCRIPTION
 TG1273
 TG1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1273'13.0 MI SE FROM RAY.
 TG1273'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1273'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 12.9 MILES ALONG
 TG1273'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS AT A T
 TG1273'INTERSECTION, ABOUT 90 YARDS SOUTHEAST OF A FARM HOUSE, 47.0 FEET WEST
 TG1273'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE RAY-HOFFLUND ROAD, 42.0
 TG1273'FEET NORTH OF THE CENTER LINE OF THE T ROAD, 30.6 FEET NORTHWEST OF
 TG1273'THE NORTH END OF A CORRUGATED IRON CULVERT, 10.7 FEET WEST OF A FENCE
 TG1273'CORNER AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST. A BRONZE DISK
 TG1273'STAMPED G 389 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TG1273'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0283 ***********************************************************************
 RQ0283  DESIGNATION -  G 39
 RQ0283  PID         -  RQ0283
 RQ0283  STATE/COUNTY-  ND/LOGAN
 RQ0283  USGS QUAD   -  ALFRED (1983)
 RQ0283
 RQ0283                         *CURRENT SURVEY CONTROL
 RQ0283  ___________________________________________________________________
 RQ0283* NAD 83(1986)-  46 37 28.     (N)    099 07 10.     (W)     SCALED    
 RQ0283* NAVD 88     -       585.959  (meters)    1922.43   (feet)  ADJUSTED  
 RQ0283  ___________________________________________________________________
 RQ0283  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 RQ0283  DYNAMIC HT  -         585.955 (meters)    1922.42  (feet)  COMP
 RQ0283  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 RQ0283
 RQ0283  VERT ORDER  -  SECOND    CLASS 0
 RQ0283
 RQ0283.The horizontal coordinates were scaled from a topographic map and have
 RQ0283.an estimated accuracy of +/- 6 seconds.
 RQ0283
 RQ0283.The orthometric height was determined by differential leveling
 RQ0283.and adjusted by the National Geodetic Survey in June 1991..
 RQ0283
 RQ0283.The geoid height was determined by GEOID03.
 RQ0283
 RQ0283.The dynamic height is computed by dividing the NAVD 88
 RQ0283.geopotential number by the normal gravity value computed on the
 RQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0283.degrees latitude (g = 980.6199 gals.).
 RQ0283
 RQ0283.The modeled gravity was interpolated from observed gravity values.
 RQ0283
 RQ0283;                    North         East    Units  Estimated Accuracy
 RQ0283;SPC ND S     -   107,390.      705,720.      MT  (+/- 180 meters Scaled)
 RQ0283
 RQ0283                          SUPERSEDED SURVEY CONTROL
 RQ0283
 RQ0283  NGVD 29 (??/??/92)  585.534  (m)         1921.04   (f) ADJ UNCH    2 0
 RQ0283
 RQ0283.Superseded values are not recommended for survey control.
 RQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0283.See file dsdata.txt to determine how the superseded data were derived.
 RQ0283
 RQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS908634(NAD 83)
 RQ0283_MARKER: DB = BENCH MARK DISK
 RQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0283_STAMPING: G 39 1934
 RQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0283+STABILITY: SURFACE MOTION
 RQ0283
 RQ0283  HISTORY     - Date     Condition        Report By
 RQ0283  HISTORY     - 1934     MONUMENTED       CGS
 RQ0283  HISTORY     - 1960     GOOD             NGS
 RQ0283  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0283
 RQ0283                          STATION DESCRIPTION
 RQ0283
 RQ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0283'1.0 MI E FROM GACKLE.
 RQ0283'1.0 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE HIGH SCHOOL
 RQ0283'AT GACKLE, LOGAN COUNTY, ABOUT 11 POLES WEST OF MILEPOST 134, AT A
 RQ0283'PRIVATE-ROAD CROSSING WHERE A PUBLIC ROAD CONTACTS THE RAILWAY, ABOUT
 RQ0283'80 FEET EAST OF THE CROSS ROAD, 33 FEET SOUTH OF THE CENTER LINE OF
 RQ0283'THE TRACK, 4 FEET EAST OF A POLE, AND ABOUT 4 FEET LOWER THAN THE
 RQ0283'TRACK.  A STANDARD DISK, STAMPED G 39 1934 AND SET IN THE TOP OF A
 RQ0283'CONCRETE POST.  NOTE-- IS NORTHWEST OF A FARMHOUSE AND IS 2 1/2 FEET
 RQ0283'NORTHEAST OF THE 1ST POLE EAST OF A PRIVATE ROAD CROSSING.
 RQ0283
 RQ0283                          STATION RECOVERY (1978)
 RQ0283
 RQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0916 ***********************************************************************
 TG0916  DESIGNATION -  G 390
 TG0916  PID         -  TG0916
 TG0916  STATE/COUNTY-  ND/WILLIAMS
 TG0916  USGS QUAD   -  CHARLSON NE (1965)
 TG0916
 TG0916                         *CURRENT SURVEY CONTROL
 TG0916  ___________________________________________________________________
 TG0916* NAD 83(1986)-  48 08 57.     (N)    102 52 30.     (W)     SCALED    
 TG0916* NAVD 88     -       548.962  (meters)    1801.05   (feet)  ADJUSTED  
 TG0916  ___________________________________________________________________
 TG0916  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG0916  DYNAMIC HT  -         549.043 (meters)    1801.32  (feet)  COMP
 TG0916  MODELED GRAV-     980,742.2   (mgal)                       NAVD 88
 TG0916
 TG0916  VERT ORDER  -  SECOND    CLASS 0
 TG0916
 TG0916.The horizontal coordinates were scaled from a topographic map and have
 TG0916.an estimated accuracy of +/- 6 seconds.
 TG0916
 TG0916.The orthometric height was determined by differential leveling
 TG0916.and adjusted by the National Geodetic Survey in June 1991..
 TG0916
 TG0916.The geoid height was determined by GEOID03.
 TG0916
 TG0916.The dynamic height is computed by dividing the NAVD 88
 TG0916.geopotential number by the normal gravity value computed on the
 TG0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0916.degrees latitude (g = 980.6199 gals.).
 TG0916
 TG0916.The modeled gravity was interpolated from observed gravity values.
 TG0916
 TG0916;                    North         East    Units  Estimated Accuracy
 TG0916;SPC ND N     -   130,490.      423,320.      MT  (+/- 180 meters Scaled)
 TG0916
 TG0916                          SUPERSEDED SURVEY CONTROL
 TG0916
 TG0916  NGVD 29 (??/??/92)  548.491  (m)         1799.51   (f) ADJ UNCH    2 0
 TG0916
 TG0916.Superseded values are not recommended for survey control.
 TG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0916.See file dsdata.txt to determine how the superseded data were derived.
 TG0916
 TG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP580350(NAD 83)
 TG0916_MARKER: DB = BENCH MARK DISK
 TG0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0916_STAMPING: G 390 1946
 TG0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0916+STABILITY: SURFACE MOTION
 TG0916
 TG0916  HISTORY     - Date     Condition        Report By
 TG0916  HISTORY     - 1946     MONUMENTED       CGS
 TG0916  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0916
 TG0916                          STATION DESCRIPTION
 TG0916
 TG0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0916'21.5 MI NW FROM SANISH.
 TG0916'ABOUT 21.5 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0916'OFFICE AT SANISH, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 38.0
 TG0916'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 3.5
 TG0916'FEET SOUTHWEST OF A FENCE CORNER AND 1.0 FOOT EAST OF A 4 X 4 MARKER
 TG0916'POST.  A BRONZE DISK STAMPED G 390 1946 SET IN THE TOP OF A CONCRETE
 TG0916'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  NOTE-- UNDER WATER.
 TG0916
 TG0916                          STATION RECOVERY (1964)
 TG0916
 TG0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0029 ***********************************************************************
 SO0029  DESIGNATION -  G 391
 SO0029  PID         -  SO0029
 SO0029  STATE/COUNTY-  ND/MOUNTRAIL
 SO0029  USGS QUAD   -  NEW TOWN SE (1967)
 SO0029
 SO0029                         *CURRENT SURVEY CONTROL
 SO0029  ___________________________________________________________________
 SO0029* NAD 83(1986)-  47 51 44.     (N)    102 21 54.     (W)     SCALED    
 SO0029* NAVD 88     -       536.641  (meters)    1760.63   (feet)  ADJUSTED  
 SO0029  ___________________________________________________________________
 SO0029  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0029  DYNAMIC HT  -         536.719 (meters)    1760.89  (feet)  COMP
 SO0029  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 SO0029
 SO0029  VERT ORDER  -  SECOND    CLASS 0
 SO0029
 SO0029.The horizontal coordinates were scaled from a topographic map and have
 SO0029.an estimated accuracy of +/- 6 seconds.
 SO0029
 SO0029.The orthometric height was determined by differential leveling
 SO0029.and adjusted by the National Geodetic Survey in June 1991..
 SO0029
 SO0029.The geoid height was determined by GEOID03.
 SO0029
 SO0029.The dynamic height is computed by dividing the NAVD 88
 SO0029.geopotential number by the normal gravity value computed on the
 SO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0029.degrees latitude (g = 980.6199 gals.).
 SO0029
 SO0029.The modeled gravity was interpolated from observed gravity values.
 SO0029
 SO0029;                    North         East    Units  Estimated Accuracy
 SO0029;SPC ND N     -    97,550.      460,480.      MT  (+/- 180 meters Scaled)
 SO0029
 SO0029                          SUPERSEDED SURVEY CONTROL
 SO0029
 SO0029  NGVD 29 (??/??/92)  536.213  (m)         1759.23   (f) ADJ UNCH    2 0
 SO0029
 SO0029.Superseded values are not recommended for survey control.
 SO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0029.See file dsdata.txt to determine how the superseded data were derived.
 SO0029
 SO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP970043(NAD 83)
 SO0029_MARKER: DB = BENCH MARK DISK
 SO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0029_STAMPING: G 391 1946
 SO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0029+STABILITY: SURFACE MOTION
 SO0029
 SO0029  HISTORY     - Date     Condition        Report By
 SO0029  HISTORY     - 1946     MONUMENTED       CGS
 SO0029
 SO0029                          STATION DESCRIPTION
 SO0029
 SO0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0029'3.6 MI N FROM SHELL CREEK.
 SO0029'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO WEST 0.8 MILE ALONG A
 SO0029'GRAVELED ROAD, THENCE NORTH 2.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0029'MARK, BENCH MARK IS 40.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER
 SO0029'LINE OF THE ROAD, 28.0 FEET SOUTHEAST OF THE SOUTH END OF A CORRUGATED
 SO0029'IRON CULVERT UNDER A FIELD ROAD LEADING EAST.  9.6 FEET EAST OF A
 SO0029'FENCE CORNER, 2.0 FEET NORTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4
 SO0029'IN. MARKER POST.  A BRONZE DISK STAMPED G 391 1946 SET IN THE TOP OF A
 SO0029'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0006 ***********************************************************************
 SO0006  DESIGNATION -  G 392
 SO0006  PID         -  SO0006
 SO0006  STATE/COUNTY-  ND/MCLEAN
 SO0006  USGS QUAD   -  TWIN BUTTES (1967)
 SO0006
 SO0006                         *CURRENT SURVEY CONTROL
 SO0006  ___________________________________________________________________
 SO0006* NAD 83(1986)-  47 37 22.     (N)    102 14 56.     (W)     SCALED    
 SO0006* NAVD 88     -       531.226  (meters)    1742.86   (feet)  ADJUSTED  
 SO0006  ___________________________________________________________________
 SO0006  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 SO0006  DYNAMIC HT  -         531.289 (meters)    1743.07  (feet)  COMP
 SO0006  MODELED GRAV-     980,713.1   (mgal)                       NAVD 88
 SO0006
 SO0006  VERT ORDER  -  SECOND    CLASS 0
 SO0006
 SO0006.The horizontal coordinates were scaled from a topographic map and have
 SO0006.an estimated accuracy of +/- 6 seconds.
 SO0006
 SO0006.The orthometric height was determined by differential leveling
 SO0006.and adjusted by the National Geodetic Survey in June 1991..
 SO0006
 SO0006.The geoid height was determined by GEOID03.
 SO0006
 SO0006.The dynamic height is computed by dividing the NAVD 88
 SO0006.geopotential number by the normal gravity value computed on the
 SO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0006.degrees latitude (g = 980.6199 gals.).
 SO0006
 SO0006.The modeled gravity was interpolated from observed gravity values.
 SO0006
 SO0006;                    North         East    Units  Estimated Accuracy
 SO0006;SPC ND N     -    70,730.      468,560.      MT  (+/- 180 meters Scaled)
 SO0006
 SO0006                          SUPERSEDED SURVEY CONTROL
 SO0006
 SO0006  NGVD 29 (??/??/92)  530.817  (m)         1741.52   (f) ADJ UNCH    2 0
 SO0006
 SO0006.Superseded values are not recommended for survey control.
 SO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0006.See file dsdata.txt to determine how the superseded data were derived.
 SO0006
 SO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN067780(NAD 83)
 SO0006_MARKER: DB = BENCH MARK DISK
 SO0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0006_STAMPING: G 392 1946
 SO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0006+STABILITY: SURFACE MOTION
 SO0006
 SO0006  HISTORY     - Date     Condition        Report By
 SO0006  HISTORY     - 1946     MONUMENTED       CGS
 SO0006
 SO0006                          STATION DESCRIPTION
 SO0006
 SO0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0006'7.2 MI NW FROM ELBOWOODS.
 SO0006'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0006'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0006'8, THENCE NORTHWESTERLY 5.0 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0006'MARK, BENCH MARK IS 62.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH GUY
 SO0006'WIRE TO WEST, 44.0 FEET NORTHEAST OF AND ABOUT 1.0 FOOT HIGHER THAN
 SO0006'THE CENTER LINE OF THE ROAD, 33.0 FEET WEST OF A SIXTEEN INCH ELM TREE
 SO0006'AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 SO0006'G 392 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 1
 SO0006'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1150 ***********************************************************************
 SN1150  DESIGNATION -  G 393
 SN1150  PID         -  SN1150
 SN1150  STATE/COUNTY-  ND/MCLEAN
 SN1150  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1150
 SN1150                         *CURRENT SURVEY CONTROL
 SN1150  ___________________________________________________________________
 SN1150* NAD 83(1986)-  47 32 40.     (N)    101 55 56.     (W)     SCALED    
 SN1150* NAVD 88     -       595.443  (meters)    1953.55   (feet)  ADJUSTED  
 SN1150  ___________________________________________________________________
 SN1150  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 SN1150  DYNAMIC HT  -         595.499 (meters)    1953.73  (feet)  COMP
 SN1150  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SN1150
 SN1150  VERT ORDER  -  SECOND    CLASS 0
 SN1150
 SN1150.The horizontal coordinates were scaled from a topographic map and have
 SN1150.an estimated accuracy of +/- 6 seconds.
 SN1150
 SN1150.The orthometric height was determined by differential leveling
 SN1150.and adjusted by the National Geodetic Survey in June 1991..
 SN1150
 SN1150.The geoid height was determined by GEOID03.
 SN1150
 SN1150.The dynamic height is computed by dividing the NAVD 88
 SN1150.geopotential number by the normal gravity value computed on the
 SN1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1150.degrees latitude (g = 980.6199 gals.).
 SN1150
 SN1150.The modeled gravity was interpolated from observed gravity values.
 SN1150
 SN1150;                    North         East    Units  Estimated Accuracy
 SN1150;SPC ND N     -    61,530.      492,190.      MT  (+/- 180 meters Scaled)
 SN1150
 SN1150                          SUPERSEDED SURVEY CONTROL
 SN1150
 SN1150  NGVD 29 (??/??/92)  595.031  (m)         1952.20   (f) ADJ UNCH    2 0
 SN1150
 SN1150.Superseded values are not recommended for survey control.
 SN1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1150.See file dsdata.txt to determine how the superseded data were derived.
 SN1150
 SN1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT793698(NAD 83)
 SN1150_MARKER: DB = BENCH MARK DISK
 SN1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1150_STAMPING: G 393 1946
 SN1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1150+STABILITY: SURFACE MOTION
 SN1150
 SN1150  HISTORY     - Date     Condition        Report By
 SN1150  HISTORY     - 1946     MONUMENTED       CGS
 SN1150  HISTORY     - 1958     GOOD             NGS
 SN1150  HISTORY     - 1968     GOOD             DOD
 SN1150
 SN1150                          STATION DESCRIPTION
 SN1150
 SN1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1150'15.0 MI SSE FROM RAUB.
 SN1150'1.0 MILE NORTH, THENCE 1.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 SN1150'FROM THE PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, 150 YARDS EAST OF THE
 SN1150'JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 36 FEET SOUTH OF THE
 SN1150'CENTERLINE OF THE ROAD, 26 FEET WEST OF A TELEPHONE POLE, 1 FOOT WEST
 SN1150'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD
 SN1150'DISK, STAMPED G 393 1946 AND SET IN THE TOP OF A CONCRETE POST
 SN1150'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS MARK WAS ORIGINALLY
 SN1150'DESCRIBED FROM NISHU BUT THIS VILLAGE SITE IS NOW UNDER THE WATERS OF
 SN1150'THE GARRISON RESERVOIR.  TO REACH FROM RAUB, GO SOUTH 5 MILES, WEST
 SN1150'0.75 MILE, SOUTH 4.8 MILES TO FORKS, TAKE LEFT FORK FOR 0.45 MILE TO
 SN1150'FORKS, TAKE RIGHT FORK ALONG OLD HIGHWAY FOR 7.2 MILES TO THE MARK ON
 SN1150'RIGHT AS DESCRIBED.  NOTE-- TELEPHONE POLE REMOVED.
 SN1150
 SN1150                          STATION RECOVERY (1968)
 SN1150
 SN1150'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0543 ***********************************************************************
 SO0543  DESIGNATION -  G 396
 SO0543  PID         -  SO0543
 SO0543  STATE/COUNTY-  ND/MCKENZIE
 SO0543  USGS QUAD   -  SCHAFER (1978)
 SO0543
 SO0543                         *CURRENT SURVEY CONTROL
 SO0543  ___________________________________________________________________
 SO0543* NAD 83(1986)-  47 51 00.     (N)    103 13 10.     (W)     SCALED    
 SO0543* NAVD 88     -       617.359  (meters)    2025.45   (feet)  ADJUSTED  
 SO0543  ___________________________________________________________________
 SO0543  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0543  DYNAMIC HT  -         617.422 (meters)    2025.66  (feet)  COMP
 SO0543  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 SO0543
 SO0543  VERT ORDER  -  SECOND    CLASS 0
 SO0543
 SO0543.The horizontal coordinates were scaled from a topographic map and have
 SO0543.an estimated accuracy of +/- 6 seconds.
 SO0543
 SO0543.The orthometric height was determined by differential leveling
 SO0543.and adjusted by the National Geodetic Survey in June 1991..
 SO0543
 SO0543.The geoid height was determined by GEOID03.
 SO0543
 SO0543.The dynamic height is computed by dividing the NAVD 88
 SO0543.geopotential number by the normal gravity value computed on the
 SO0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0543.degrees latitude (g = 980.6199 gals.).
 SO0543
 SO0543.The modeled gravity was interpolated from observed gravity values.
 SO0543
 SO0543;                    North         East    Units  Estimated Accuracy
 SO0543;SPC ND N     -    98,100.      396,530.      MT  (+/- 180 meters Scaled)
 SO0543
 SO0543                          SUPERSEDED SURVEY CONTROL
 SO0543
 SO0543  NGVD 29 (??/??/92)  616.846  (m)         2023.77   (f) ADJ UNCH    2 0
 SO0543
 SO0543.Superseded values are not recommended for survey control.
 SO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0543.See file dsdata.txt to determine how the superseded data were derived.
 SO0543
 SO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP332011(NAD 83)
 SO0543_MARKER: DB = BENCH MARK DISK
 SO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0543_STAMPING: G 396 1946
 SO0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0543+STABILITY: SURFACE MOTION
 SO0543
 SO0543  HISTORY     - Date     Condition        Report By
 SO0543  HISTORY     - 1946     MONUMENTED       CGS
 SO0543  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0543  HISTORY     - 1979     MARK NOT FOUND   NGS
 SO0543
 SO0543                          STATION DESCRIPTION
 SO0543
 SO0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0543'6.4 MI NE FROM WATFORD CITY.
 SO0543'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0543'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 3.0 MILE NORTH ALONG
 SO0543'A GRAVELED COUNTY ROAD, ABOUT 300 FEET SOUTH OF A RIGHT ANGLE TURN IN
 SO0543'THE GRAVELED ROAD, ABOUT 285 FEET SOUTHWEST OF A FARM HOUSE, 38 FEET
 SO0543'EAST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF AN EAST-WEST
 SO0543'FENCE LINE, 3 FEET WEST OF A 4 X 4 IN. MARKER POST.  NOTE-- ROAD
 SO0543'WIDENED.
 SO0543
 SO0543                          STATION RECOVERY (1975)
 SO0543
 SO0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0543'MARK NOT FOUND.
 SO0543
 SO0543                          STATION RECOVERY (1979)
 SO0543
 SO0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SO0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1252 ***********************************************************************
 TG1252  DESIGNATION -  G 397
 TG1252  PID         -  TG1252
 TG1252  STATE/COUNTY-  ND/MCKENZIE
 TG1252  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1252
 TG1252                         *CURRENT SURVEY CONTROL
 TG1252  ___________________________________________________________________
 TG1252* NAD 83(1986)-  48 06 37.     (N)    103 06 12.     (W)     SCALED    
 TG1252* NAVD 88     -       570.815  (meters)    1872.75   (feet)  ADJUSTED  
 TG1252  ___________________________________________________________________
 TG1252  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG1252  DYNAMIC HT  -         570.891 (meters)    1873.00  (feet)  COMP
 TG1252  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 TG1252
 TG1252  VERT ORDER  -  SECOND    CLASS 0
 TG1252
 TG1252.The horizontal coordinates were scaled from a topographic map and have
 TG1252.an estimated accuracy of +/- 6 seconds.
 TG1252
 TG1252.The orthometric height was determined by differential leveling
 TG1252.and adjusted by the National Geodetic Survey in June 1991..
 TG1252
 TG1252.The geoid height was determined by GEOID03.
 TG1252
 TG1252.The dynamic height is computed by dividing the NAVD 88
 TG1252.geopotential number by the normal gravity value computed on the
 TG1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1252.degrees latitude (g = 980.6199 gals.).
 TG1252
 TG1252.The modeled gravity was interpolated from observed gravity values.
 TG1252
 TG1252;                    North         East    Units  Estimated Accuracy
 TG1252;SPC ND N     -   126,720.      406,190.      MT  (+/- 180 meters Scaled)
 TG1252
 TG1252                          SUPERSEDED SURVEY CONTROL
 TG1252
 TG1252  NGVD 29 (??/??/92)  570.328  (m)         1871.15   (f) ADJ UNCH    2 0
 TG1252
 TG1252.Superseded values are not recommended for survey control.
 TG1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1252.See file dsdata.txt to determine how the superseded data were derived.
 TG1252
 TG1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP411302(NAD 83)
 TG1252_MARKER: DB = BENCH MARK DISK
 TG1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1252_STAMPING: G 397 1946
 TG1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1252+STABILITY: SURFACE MOTION
 TG1252
 TG1252  HISTORY     - Date     Condition        Report By
 TG1252  HISTORY     - 1946     MONUMENTED       CGS
 TG1252  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1252
 TG1252                          STATION DESCRIPTION
 TG1252
 TG1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1252'28.7 MI NE FROM WATFORD CITY.
 TG1252'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 23 FROM THE GREAT NORTHERN
 TG1252'RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES NORTH ALONG A
 TG1252'GRAVELED COUNTY ROAD TO BANKS SCHOOL, THENCE 8.4 MILES NORTHEAST ALONG
 TG1252'TOBACCO CREEK ROAD TO THE SITE OF THE MARK.  ABOUT 2.7 MILES SOUTH OF
 TG1252'THE MISSOURI RIVER AND AT A T ROAD INTERSECTION, 48 FEET EAST OF THE
 TG1252'CENTER LINE OF THE GRADED DIRT ROAD, 45 FEET NORTH OF THE CENTER LINE
 TG1252'OF A TRAIL ROAD LEADING EAST, 7 FEET EAST OF A FENCE CORNER, 3 FEET
 TG1252'SOUTH OF AN EAST AND WEST FENCE, 3 FEET WEST OF A 4X4 MARKER POST.
 TG1252'NOTE-- THE ROAD JUNCTION NEAR THIS MARK HAS BEEN APPARENTLY CHANGED.
 TG1252
 TG1252                          STATION RECOVERY (1975)
 TG1252
 TG1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0497 ***********************************************************************
 SO0497  DESIGNATION -  G 398
 SO0497  PID         -  SO0497
 SO0497  STATE/COUNTY-  ND/DUNN
 SO0497  USGS QUAD   -  MANDAREE (1970)
 SO0497
 SO0497                         *CURRENT SURVEY CONTROL
 SO0497  ___________________________________________________________________
 SO0497* NAD 83(1986)-  47 41 41.     (N)    102 38 08.     (W)     SCALED    
 SO0497* NAVD 88     -       638.666  (meters)    2095.36   (feet)  ADJUSTED  
 SO0497  ___________________________________________________________________
 SO0497  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 SO0497  DYNAMIC HT  -         638.719 (meters)    2095.53  (feet)  COMP
 SO0497  MODELED GRAV-     980,674.9   (mgal)                       NAVD 88
 SO0497
 SO0497  VERT ORDER  -  SECOND    CLASS 0
 SO0497
 SO0497.The horizontal coordinates were scaled from a topographic map and have
 SO0497.an estimated accuracy of +/- 6 seconds.
 SO0497
 SO0497.The orthometric height was determined by differential leveling
 SO0497.and adjusted by the National Geodetic Survey in June 1991..
 SO0497
 SO0497.The geoid height was determined by GEOID03.
 SO0497
 SO0497.The dynamic height is computed by dividing the NAVD 88
 SO0497.geopotential number by the normal gravity value computed on the
 SO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0497.degrees latitude (g = 980.6199 gals.).
 SO0497
 SO0497.The modeled gravity was interpolated from observed gravity values.
 SO0497
 SO0497;                    North         East    Units  Estimated Accuracy
 SO0497;SPC ND S     -   227,630.      439,710.      MT  (+/- 180 meters Scaled)
 SO0497
 SO0497                          SUPERSEDED SURVEY CONTROL
 SO0497
 SO0497  NGVD 29 (??/??/92)  638.181  (m)         2093.77   (f) ADJ UNCH    2 0
 SO0497
 SO0497.Superseded values are not recommended for survey control.
 SO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0497.See file dsdata.txt to determine how the superseded data were derived.
 SO0497
 SO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN774850(NAD 83)
 SO0497_MARKER: DB = BENCH MARK DISK
 SO0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0497_STAMPING: G 398 1946
 SO0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0497+STABILITY: SURFACE MOTION
 SO0497
 SO0497  HISTORY     - Date     Condition        Report By
 SO0497  HISTORY     - 1946     MONUMENTED       CGS
 SO0497
 SO0497                          STATION DESCRIPTION
 SO0497
 SO0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0497'39.7 MI SE FROM WATFORD CITY.
 SO0497'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0497'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0497'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 8.9 MILES
 SO0497'EAST ALONG A GRADED DIRT ROAD TO A TRACK ROAD LEADING SOUTH THROUGH AN
 SO0497'EAST-WEST FENCE, CONTINUE EAST ALONG THE GRADED DIRT ROAD FOR 1.0 MILE
 SO0497'TO MARK ABOUT 200 FEET SOUTH OF SQUAW CREEK BRIDGE, 40 FEET EAST OF
 SO0497'THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A 4 X 4 IN. MARKER POST.
 SO0497'NOTE-- 19.4 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0189 ***********************************************************************
 SO0189  DESIGNATION -  G 399
 SO0189  PID         -  SO0189
 SO0189  STATE/COUNTY-  ND/DUNN
 SO0189  USGS QUAD   -  STRING BUTTES (1970)
 SO0189
 SO0189                         *CURRENT SURVEY CONTROL
 SO0189  ___________________________________________________________________
 SO0189* NAD 83(1986)-  47 44 42.     (N)    102 29 01.     (W)     SCALED    
 SO0189* NAVD 88     -       689.368  (meters)    2261.70   (feet)  ADJUSTED  
 SO0189  ___________________________________________________________________
 SO0189  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0189  DYNAMIC HT  -         689.444 (meters)    2261.95  (feet)  COMP
 SO0189  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SO0189
 SO0189  VERT ORDER  -  SECOND    CLASS 0
 SO0189
 SO0189.The horizontal coordinates were scaled from a topographic map and have
 SO0189.an estimated accuracy of +/- 6 seconds.
 SO0189
 SO0189.The orthometric height was determined by differential leveling
 SO0189.and adjusted by the National Geodetic Survey in June 1991..
 SO0189
 SO0189.The geoid height was determined by GEOID03.
 SO0189
 SO0189.The dynamic height is computed by dividing the NAVD 88
 SO0189.geopotential number by the normal gravity value computed on the
 SO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0189.degrees latitude (g = 980.6199 gals.).
 SO0189
 SO0189.The modeled gravity was interpolated from observed gravity values.
 SO0189
 SO0189;                    North         East    Units  Estimated Accuracy
 SO0189;SPC ND S     -   232,920.      451,250.      MT  (+/- 180 meters Scaled)
 SO0189
 SO0189                          SUPERSEDED SURVEY CONTROL
 SO0189
 SO0189  NGVD 29 (??/??/92)  688.912  (m)         2260.21   (f) ADJ UNCH    2 0
 SO0189
 SO0189.Superseded values are not recommended for survey control.
 SO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0189.See file dsdata.txt to determine how the superseded data were derived.
 SO0189
 SO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN886910(NAD 83)
 SO0189_MARKER: DB = BENCH MARK DISK
 SO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0189_STAMPING: G 399 1946
 SO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0189+STABILITY: SURFACE MOTION
 SO0189
 SO0189  HISTORY     - Date     Condition        Report By
 SO0189  HISTORY     - 1946     MONUMENTED       CGS
 SO0189  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0189
 SO0189                          STATION DESCRIPTION
 SO0189
 SO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0189'29.0 MI S FROM SANISH.
 SO0189'IN DUNN COUNTY, 29.0 MILES SOUTH OF SANISH, MOUNTRAIL COUNTY.  THIS
 SO0189'BENCH MARK MAY BE REACHED FROM THE WEST END OF THE MISSOURI RIVER
 SO0189'BRIDGE BY GOING 1.8 MILES WEST ALONG STATE HIGHWAY 23, THENCE 21.9
 SO0189'MILES SOUTH ALONG A GRAVEL ROAD (THIS ROAD GRADUALLY DEGENERATES INTO
 SO0189'A DIRT TRACK ROAD) TO A Y-ROAD INTERSECTION, THENCE 5.3 MILES
 SO0189'SOUTHEAST ALONG A DIRT TRACK ROAD.  IT IS 250 FEET EAST OF A GROUP OF
 SO0189'SMALL TREES, 125 FEET NORTH OF AN ABRUPT DROP-OFF, 22 FEET NORTH OF
 SO0189'THE CENTER LINE OF THE ROAD, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 SO0189'POST.  A STANDARD DISK, STAMPED G 399 1946 AND SET IN THE TOP OF A
 SO0189'CONCRETE POST.
 SO0189
 SO0189                          STATION RECOVERY (1966)
 SO0189
 SO0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0927 ***********************************************************************
 TF0927  DESIGNATION -  G 4
 TF0927  PID         -  TF0927
 TF0927  STATE/COUNTY-  ND/WARD
 TF0927  USGS QUAD   -  MINOT (1979)
 TF0927
 TF0927                         *CURRENT SURVEY CONTROL
 TF0927  ___________________________________________________________________
 TF0927* NAD 83(1986)-  48 14 14.     (N)    101 17 38.     (W)     SCALED    
 TF0927* NAVD 88     -       477.023  (meters)    1565.03   (feet)  ADJUSTED  
 TF0927  ___________________________________________________________________
 TF0927  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF0927  DYNAMIC HT  -         477.101 (meters)    1565.29  (feet)  COMP
 TF0927  MODELED GRAV-     980,760.5   (mgal)                       NAVD 88
 TF0927
 TF0927  VERT ORDER  -  FIRST     CLASS II
 TF0927
 TF0927.The horizontal coordinates were scaled from a topographic map and have
 TF0927.an estimated accuracy of +/- 6 seconds.
 TF0927
 TF0927.The orthometric height was determined by differential leveling
 TF0927.and adjusted by the National Geodetic Survey in June 1991..
 TF0927.WARNING-Repeat measurements at this control monument indicate possible
 TF0927.vertical movement.
 TF0927
 TF0927.The geoid height was determined by GEOID03.
 TF0927
 TF0927.The dynamic height is computed by dividing the NAVD 88
 TF0927.geopotential number by the normal gravity value computed on the
 TF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0927.degrees latitude (g = 980.6199 gals.).
 TF0927
 TF0927.The modeled gravity was interpolated from observed gravity values.
 TF0927
 TF0927;                    North         East    Units  Estimated Accuracy
 TF0927;SPC ND N     -   137,860.      541,030.      MT  (+/- 180 meters Scaled)
 TF0927
 TF0927                          SUPERSEDED SURVEY CONTROL
 TF0927
 TF0927  NGVD 29 (??/??/92)  476.653  (m)         1563.82   (f) ADJ UNCH    1 2
 TF0927
 TF0927.Superseded values are not recommended for survey control.
 TF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0927.See file dsdata.txt to determine how the superseded data were derived.
 TF0927
 TF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU296452(NAD 83)
 TF0927_MARKER: Q = CHISELED SQUARE
 TF0927_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TF0927+WITH SETTING: PAVEMENT
 TF0927_MARK LOGO: CGS   
 TF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0927+STABILITY: SURFACE MOTION
 TF0927
 TF0927  HISTORY     - Date     Condition        Report By
 TF0927  HISTORY     - UNK      MONUMENTED       CGS
 TF0927  HISTORY     - 1963     GOOD             NGS
 TF0927  HISTORY     - 1981     GOOD             NGS
 TF0927  HISTORY     - 1982     GOOD             NGS
 TF0927
 TF0927                          STATION DESCRIPTION
 TF0927
 TF0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0927'IN MINOT.
 TF0927'AT MINOT, AT THE SOO LINE RAILROAD STATION, 100 FEET WEST OF THE
 TF0927'CENTER LINE OF MAIN STREET, 18 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 TF0927'MAIN TRACK, 52 FEET WEST OF THE NORTHEAST CORNER OF THE STATION, 5
 TF0927'FEET WEST OF THE CENTER OF THE NORTH ENTRANCE, 2 INCHES ABOVE A
 TF0927'WALKWAY, AND A CHISELED SQUARE ON THE TOP OF THE NORTHWEST CORNER OF
 TF0927'THE STONE STEP AT THE MAIN ENTRANCE OF THE STATION.
 TF0927
 TF0927                          STATION RECOVERY (1981)
 TF0927
 TF0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0927'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH
 TF0927'THE EXCEPTION THAT THE RAILROAD STATION IS NOW THE MINOT INSURANCE
 TF0927'AGENCY.
 TF0927
 TF0927                          STATION RECOVERY (1982)
 TF0927
 TF0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1319 ***********************************************************************
 TF1319  DESIGNATION -  G 4 B 1
 TF1319  PID         -  TF1319
 TF1319  STATE/COUNTY-  ND/WARD
 TF1319  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1319
 TF1319                         *CURRENT SURVEY CONTROL
 TF1319  ___________________________________________________________________
 TF1319* NAD 83(1986)-  48 03 09.     (N)    101 44 49.     (W)     SCALED    
 TF1319* NAVD 88     -       645.919  (meters)    2119.15   (feet)  ADJUSTED  
 TF1319  ___________________________________________________________________
 TF1319  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TF1319  DYNAMIC HT  -         646.010 (meters)    2119.45  (feet)  COMP
 TF1319  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 TF1319
 TF1319  VERT ORDER  -  SECOND    CLASS 0
 TF1319
 TF1319.The horizontal coordinates were scaled from a topographic map and have
 TF1319.an estimated accuracy of +/- 6 seconds.
 TF1319
 TF1319.The orthometric height was determined by differential leveling
 TF1319.and adjusted by the National Geodetic Survey in June 1991..
 TF1319
 TF1319.The geoid height was determined by GEOID03.
 TF1319
 TF1319.The dynamic height is computed by dividing the NAVD 88
 TF1319.geopotential number by the normal gravity value computed on the
 TF1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1319.degrees latitude (g = 980.6199 gals.).
 TF1319
 TF1319.The modeled gravity was interpolated from observed gravity values.
 TF1319
 TF1319;                    North         East    Units  Estimated Accuracy
 TF1319;SPC ND N     -   117,770.      507,050.      MT  (+/- 180 meters Scaled)
 TF1319
 TF1319                          SUPERSEDED SURVEY CONTROL
 TF1319
 TF1319  NGVD 29 (??/??/92)  645.50   (m)         2117.8    (f) COMPUTED    2 0
 TF1319
 TF1319.Superseded values are not recommended for survey control.
 TF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1319.See file dsdata.txt to determine how the superseded data were derived.
 TF1319
 TF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU953257(NAD 83)
 TF1319_MARKER: DD = SURVEY DISK
 TF1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1319_SP_SET: PEDESTAL
 TF1319_STAMPING: B 1
 TF1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1319
 TF1319  HISTORY     - Date     Condition        Report By
 TF1319  HISTORY     - UNK      MONUMENTED       DOD
 TF1319  HISTORY     - 1963     GOOD             NGS
 TF1319
 TF1319                          STATION DESCRIPTION
 TF1319
 TF1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1319'9.15 MI NE FROM MAKOTI.
 TF1319'ABOUT 4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1319'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1319'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.15 MILES
 TF1319'EAST ALONG A GRAVELED COUNTY ROAD, ABOUT 357 YARDS WEST OF THE
 TF1319'LAUNCHER, 240 FEET NORTH OF THE CENTERLINE OF THE ROAD, 150 FEET NORTH
 TF1319'OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF1319'TRIBRACH, S 21, R 86 W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TF1319'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1315 ***********************************************************************
 TF1315  DESIGNATION -  G 4 B 2
 TF1315  PID         -  TF1315
 TF1315  STATE/COUNTY-  ND/WARD
 TF1315  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1315
 TF1315                         *CURRENT SURVEY CONTROL
 TF1315  ___________________________________________________________________
 TF1315* NAD 83(1986)-  48 03 18.     (N)    101 44 11.     (W)     SCALED    
 TF1315* NAVD 88     -       644.912  (meters)    2115.85   (feet)  ADJUSTED  
 TF1315  ___________________________________________________________________
 TF1315  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 TF1315  DYNAMIC HT  -         645.002 (meters)    2116.14  (feet)  COMP
 TF1315  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 TF1315
 TF1315  VERT ORDER  -  SECOND    CLASS 0
 TF1315
 TF1315.The horizontal coordinates were scaled from a topographic map and have
 TF1315.an estimated accuracy of +/- 6 seconds.
 TF1315
 TF1315.The orthometric height was determined by differential leveling
 TF1315.and adjusted by the National Geodetic Survey in June 1991..
 TF1315
 TF1315.The geoid height was determined by GEOID03.
 TF1315
 TF1315.The dynamic height is computed by dividing the NAVD 88
 TF1315.geopotential number by the normal gravity value computed on the
 TF1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1315.degrees latitude (g = 980.6199 gals.).
 TF1315
 TF1315.The modeled gravity was interpolated from observed gravity values.
 TF1315
 TF1315;                    North         East    Units  Estimated Accuracy
 TF1315;SPC ND N     -   118,040.      507,840.      MT  (+/- 180 meters Scaled)
 TF1315
 TF1315                          SUPERSEDED SURVEY CONTROL
 TF1315
 TF1315  NGVD 29 (??/??/92)  644.49   (m)         2114.5    (f) COMPUTED    2 0
 TF1315
 TF1315.Superseded values are not recommended for survey control.
 TF1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1315.See file dsdata.txt to determine how the superseded data were derived.
 TF1315
 TF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU961260(NAD 83)
 TF1315_MARKER: DD = SURVEY DISK
 TF1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1315_SP_SET: PEDESTAL
 TF1315_STAMPING: B 2
 TF1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1315
 TF1315  HISTORY     - Date     Condition        Report By
 TF1315  HISTORY     - UNK      MONUMENTED       DOD
 TF1315  HISTORY     - 1963     GOOD             NGS
 TF1315
 TF1315                          STATION DESCRIPTION
 TF1315
 TF1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1315'9.8 MI NE FROM MAKOTI.
 TF1315'ABOUT 4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1315'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1315'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.6 MILES
 TF1315'EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 MILE NORTH ACROSS A
 TF1315'CULTIVATED FIELD, ON THE CREST OF A HILL, ABOUT 0.2 MILE NORTHEAST OF
 TF1315'THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 21,
 TF1315'R 86 W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1317 ***********************************************************************
 TF1317  DESIGNATION -  G 4 Z
 TF1317  PID         -  TF1317
 TF1317  STATE/COUNTY-  ND/WARD
 TF1317  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1317
 TF1317                         *CURRENT SURVEY CONTROL
 TF1317  ___________________________________________________________________
 TF1317* NAD 83(1986)-  48 03 33.     (N)    101 44 31.     (W)     SCALED    
 TF1317* NAVD 88     -       646.091  (meters)    2119.72   (feet)  ADJUSTED  
 TF1317  ___________________________________________________________________
 TF1317  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TF1317  DYNAMIC HT  -         646.182 (meters)    2120.02  (feet)  COMP
 TF1317  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 TF1317
 TF1317  VERT ORDER  -  SECOND    CLASS 0
 TF1317
 TF1317.The horizontal coordinates were scaled from a topographic map and have
 TF1317.an estimated accuracy of +/- 6 seconds.
 TF1317
 TF1317.The orthometric height was determined by differential leveling
 TF1317.and adjusted by the National Geodetic Survey in June 1991..
 TF1317
 TF1317.The geoid height was determined by GEOID03.
 TF1317
 TF1317.The dynamic height is computed by dividing the NAVD 88
 TF1317.geopotential number by the normal gravity value computed on the
 TF1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1317.degrees latitude (g = 980.6199 gals.).
 TF1317
 TF1317.The modeled gravity was interpolated from observed gravity values.
 TF1317
 TF1317;                    North         East    Units  Estimated Accuracy
 TF1317;SPC ND N     -   118,510.      507,440.      MT  (+/- 180 meters Scaled)
 TF1317
 TF1317                          SUPERSEDED SURVEY CONTROL
 TF1317
 TF1317  NGVD 29 (??/??/92)  645.67   (m)         2118.3    (f) COMPUTED    2 0
 TF1317
 TF1317.Superseded values are not recommended for survey control.
 TF1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1317.See file dsdata.txt to determine how the superseded data were derived.
 TF1317
 TF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU957265(NAD 83)
 TF1317_MARKER: DS = TRIANGULATION STATION DISK
 TF1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1317_STAMPING: G 4 Z 1962
 TF1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1317+STABILITY: SURFACE MOTION
 TF1317
 TF1317  HISTORY     - Date     Condition        Report By
 TF1317  HISTORY     - 1962     MONUMENTED       CGS
 TF1317  HISTORY     - 1963     GOOD             NGS
 TF1317
 TF1317                          STATION DESCRIPTION
 TF1317
 TF1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1317'9.9 MI NE FROM MAKOTI.
 TF1317'ABOUT 4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1317'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1317'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.4 MILES
 TF1317'EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE NORTH ACROSS A
 TF1317'CULTIVATED FIELD, AT THE CREST OF A SLIGHT HILL, 44.5 FEET SOUTHWEST
 TF1317'OF R.M. 1, 38.5 FEET EAST OF R.M. 2, 30.0 FEET NORTH OF AN EAST-WEST
 TF1317'FENCE, 5.0 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 TF1317'CONCRETE POST PROJECTING 0.5 FOOT, S 21, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1316 ***********************************************************************
 TF1316  DESIGNATION -  G 4 Z RM 1
 TF1316  PID         -  TF1316
 TF1316  STATE/COUNTY-  ND/WARD
 TF1316  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1316
 TF1316                         *CURRENT SURVEY CONTROL
 TF1316  ___________________________________________________________________
 TF1316* NAD 83(1986)-  48 03 33.     (N)    101 44 31.     (W)     SCALED    
 TF1316* NAVD 88     -       645.889  (meters)    2119.05   (feet)  ADJUSTED  
 TF1316  ___________________________________________________________________
 TF1316  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TF1316  DYNAMIC HT  -         645.979 (meters)    2119.35  (feet)  COMP
 TF1316  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 TF1316
 TF1316  VERT ORDER  -  SECOND    CLASS 0
 TF1316
 TF1316.The horizontal coordinates were scaled from a topographic map and have
 TF1316.an estimated accuracy of +/- 6 seconds.
 TF1316
 TF1316.The orthometric height was determined by differential leveling
 TF1316.and adjusted by the National Geodetic Survey in June 1991..
 TF1316
 TF1316.The geoid height was determined by GEOID03.
 TF1316
 TF1316.The dynamic height is computed by dividing the NAVD 88
 TF1316.geopotential number by the normal gravity value computed on the
 TF1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1316.degrees latitude (g = 980.6199 gals.).
 TF1316
 TF1316.The modeled gravity was interpolated from observed gravity values.
 TF1316
 TF1316;                    North         East    Units  Estimated Accuracy
 TF1316;SPC ND N     -   118,510.      507,440.      MT  (+/- 180 meters Scaled)
 TF1316
 TF1316                          SUPERSEDED SURVEY CONTROL
 TF1316
 TF1316  NGVD 29 (??/??/92)  645.47   (m)         2117.7    (f) COMPUTED    2 0
 TF1316
 TF1316.Superseded values are not recommended for survey control.
 TF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1316.See file dsdata.txt to determine how the superseded data were derived.
 TF1316
 TF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU957265(NAD 83)
 TF1316_MARKER: DR = REFERENCE MARK DISK
 TF1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1316_STAMPING: G 4 Z NO 1 1962
 TF1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1316+STABILITY: SURFACE MOTION
 TF1316
 TF1316  HISTORY     - Date     Condition        Report By
 TF1316  HISTORY     - 1962     MONUMENTED       CGS
 TF1316  HISTORY     - 1963     GOOD             NGS
 TF1316
 TF1316                          STATION DESCRIPTION
 TF1316
 TF1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1316'9.9 MI NE FROM MAKOTI.
 TF1316'ABOUT 4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1316'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1316'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.4 MILES
 TF1316'EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE NORTH ACROSS A
 TF1316'CULTIVATED FIELD, ON THE CREST OF A SLIGHT HILL, 71.5 FEET NORTHEAST
 TF1316'OF R.M. 2, 44.5 FEET NORTHEAST OF THE STATION MARK, AND SET IN THE TOP
 TF1316'OF A CONCRETE POST PROJECTING 0.5 FOOT, S 21, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1318 ***********************************************************************
 TF1318  DESIGNATION -  G 4 Z RM 2
 TF1318  PID         -  TF1318
 TF1318  STATE/COUNTY-  ND/WARD
 TF1318  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1318
 TF1318                         *CURRENT SURVEY CONTROL
 TF1318  ___________________________________________________________________
 TF1318* NAD 83(1986)-  48 03 33.     (N)    101 44 31.     (W)     SCALED    
 TF1318* NAVD 88     -       645.483  (meters)    2117.72   (feet)  ADJUSTED  
 TF1318  ___________________________________________________________________
 TF1318  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TF1318  DYNAMIC HT  -         645.574 (meters)    2118.02  (feet)  COMP
 TF1318  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 TF1318
 TF1318  VERT ORDER  -  SECOND    CLASS 0
 TF1318
 TF1318.The horizontal coordinates were scaled from a topographic map and have
 TF1318.an estimated accuracy of +/- 6 seconds.
 TF1318
 TF1318.The orthometric height was determined by differential leveling
 TF1318.and adjusted by the National Geodetic Survey in June 1991..
 TF1318
 TF1318.The geoid height was determined by GEOID03.
 TF1318
 TF1318.The dynamic height is computed by dividing the NAVD 88
 TF1318.geopotential number by the normal gravity value computed on the
 TF1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1318.degrees latitude (g = 980.6199 gals.).
 TF1318
 TF1318.The modeled gravity was interpolated from observed gravity values.
 TF1318
 TF1318;                    North         East    Units  Estimated Accuracy
 TF1318;SPC ND N     -   118,510.      507,440.      MT  (+/- 180 meters Scaled)
 TF1318
 TF1318                          SUPERSEDED SURVEY CONTROL
 TF1318
 TF1318  NGVD 29 (??/??/92)  645.06   (m)         2116.3    (f) COMPUTED    2 0
 TF1318
 TF1318.Superseded values are not recommended for survey control.
 TF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1318.See file dsdata.txt to determine how the superseded data were derived.
 TF1318
 TF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU957265(NAD 83)
 TF1318_MARKER: DR = REFERENCE MARK DISK
 TF1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1318_STAMPING: G 4 Z NO 2 1962
 TF1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1318+STABILITY: SURFACE MOTION
 TF1318
 TF1318  HISTORY     - Date     Condition        Report By
 TF1318  HISTORY     - 1962     MONUMENTED       CGS
 TF1318  HISTORY     - 1963     GOOD             NGS
 TF1318
 TF1318                          STATION DESCRIPTION
 TF1318
 TF1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1318'9.9 MI NE FROM MAKOTI.
 TF1318'ABOUT 4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1318'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1318'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.4 MILES
 TF1318'EAST ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE NORTH ACROSS A
 TF1318'CULTIVATED FIELD, ON THE CREST OF A SLIGHT HILL, 71.5 FEET SOUTHWEST
 TF1318'OF R.M. 1, 38.5 FEET WEST OF THE STATION MARK, 30.0 FEET NORTH OF AN
 TF1318'EASTWEST FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TF1318'FOOT, S 21, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0472 ***********************************************************************
 SO0472  DESIGNATION -  G 400
 SO0472  PID         -  SO0472
 SO0472  STATE/COUNTY-  ND/MCKENZIE
 SO0472  USGS QUAD   -  SANISH NW (1967)
 SO0472
 SO0472                         *CURRENT SURVEY CONTROL
 SO0472  ___________________________________________________________________
 SO0472* NAD 83(1986)-  47 55 28.     (N)    102 38 03.     (W)     SCALED    
 SO0472* NAVD 88     -       539.559  (meters)    1770.20   (feet)  ADJUSTED  
 SO0472  ___________________________________________________________________
 SO0472  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 SO0472  DYNAMIC HT  -         539.635 (meters)    1770.45  (feet)  COMP
 SO0472  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 SO0472
 SO0472  VERT ORDER  -  SECOND    CLASS 0
 SO0472
 SO0472.The horizontal coordinates were scaled from a topographic map and have
 SO0472.an estimated accuracy of +/- 6 seconds.
 SO0472
 SO0472.The orthometric height was determined by differential leveling
 SO0472.and adjusted by the National Geodetic Survey in June 1991..
 SO0472
 SO0472.The geoid height was determined by GEOID03.
 SO0472
 SO0472.The dynamic height is computed by dividing the NAVD 88
 SO0472.geopotential number by the normal gravity value computed on the
 SO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0472.degrees latitude (g = 980.6199 gals.).
 SO0472
 SO0472.The modeled gravity was interpolated from observed gravity values.
 SO0472
 SO0472;                    North         East    Units  Estimated Accuracy
 SO0472;SPC ND N     -   104,990.      440,540.      MT  (+/- 180 meters Scaled)
 SO0472
 SO0472                          SUPERSEDED SURVEY CONTROL
 SO0472
 SO0472  NGVD 29 (??/??/92)  539.096  (m)         1768.68   (f) ADJ UNCH    2 0
 SO0472
 SO0472.Superseded values are not recommended for survey control.
 SO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0472.See file dsdata.txt to determine how the superseded data were derived.
 SO0472
 SO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP767106(NAD 83)
 SO0472_MARKER: DB = BENCH MARK DISK
 SO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0472_STAMPING: G 400 1946
 SO0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0472+STABILITY: SURFACE MOTION
 SO0472
 SO0472  HISTORY     - Date     Condition        Report By
 SO0472  HISTORY     - 1946     MONUMENTED       CGS
 SO0472  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0472
 SO0472                          STATION DESCRIPTION
 SO0472
 SO0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0472'7.9 MI S FROM SANISH.
 SO0472'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0472'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 6.1 MILES SOUTH ALONG A
 SO0472'GRAVELED ROAD, ABOUT THE CENTER OF A SMALL CLEARING, 33 FEET EAST OF
 SO0472'THE CENTER LINE OF A GRAVELED ROAD, 3 FEET SOUTH OF A 4 X 4 IN. MARKER
 SO0472'POST.  NOTE-- MARK UNDERWATER.
 SO0472
 SO0472                          STATION RECOVERY (1966)
 SO0472
 SO0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1057 ***********************************************************************
 SN1057  DESIGNATION -  G 401
 SN1057  PID         -  SN1057
 SN1057  STATE/COUNTY-  ND/MERCER
 SN1057  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN1057
 SN1057                         *CURRENT SURVEY CONTROL
 SN1057  ___________________________________________________________________
 SN1057* NAD 83(1986)-  47 30 37.     (N)    101 45 23.     (W)     SCALED    
 SN1057* NAVD 88     -       528.924  (meters)    1735.31   (feet)  ADJUSTED  
 SN1057  ___________________________________________________________________
 SN1057  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 SN1057  DYNAMIC HT  -         528.973 (meters)    1735.47  (feet)  COMP
 SN1057  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 SN1057
 SN1057  VERT ORDER  -  SECOND    CLASS 0
 SN1057
 SN1057.The horizontal coordinates were scaled from a topographic map and have
 SN1057.an estimated accuracy of +/- 6 seconds.
 SN1057
 SN1057.The orthometric height was determined by differential leveling
 SN1057.and adjusted by the National Geodetic Survey in June 1991..
 SN1057
 SN1057.The geoid height was determined by GEOID03.
 SN1057
 SN1057.The dynamic height is computed by dividing the NAVD 88
 SN1057.geopotential number by the normal gravity value computed on the
 SN1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1057.degrees latitude (g = 980.6199 gals.).
 SN1057
 SN1057.The modeled gravity was interpolated from observed gravity values.
 SN1057
 SN1057;                    North         East    Units  Estimated Accuracy
 SN1057;SPC ND S     -   205,700.      505,360.      MT  (+/- 180 meters Scaled)
 SN1057
 SN1057                          SUPERSEDED SURVEY CONTROL
 SN1057
 SN1057  NGVD 29 (??/??/92)  528.535  (m)         1734.04   (f) ADJ UNCH    2 0
 SN1057
 SN1057.Superseded values are not recommended for survey control.
 SN1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1057.See file dsdata.txt to determine how the superseded data were derived.
 SN1057
 SN1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT924655(NAD 83)
 SN1057_MARKER: DB = BENCH MARK DISK
 SN1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1057_STAMPING: G 401 1946
 SN1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1057+STABILITY: SURFACE MOTION
 SN1057
 SN1057  HISTORY     - Date     Condition        Report By
 SN1057  HISTORY     - 1946     MONUMENTED       CGS
 SN1057  HISTORY     - 1956     MARK NOT FOUND   NGS
 SN1057
 SN1057                          STATION DESCRIPTION
 SN1057
 SN1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN1057'19.1 MI N FROM BEULAH.
 SN1057'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN1057'OF STATE HIGHWAY NO. 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO
 SN1057'A FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN1057'GRAVELED ROAD TO KRONTHALS CROSSROADS AND THE END OF THE GRAVELED
 SN1057'SURFACE, CONTINUE NORTH FOR 3.3 MILES ALONG THE GRADED DIRT ROAD TO A
 SN1057'RIGHT ANGLE TURN EAST, THENCE 0.9 MILE NORTHEAST ALONG A TRACK ROAD TO
 SN1057'A FORK IN THE ROAD, THENCE 0.7 MILE NORTHEAST ALONG THE NORTHEAST FORK
 SN1057'OF THE TRACK ROAD TO THE MARK, ABOUT 200 FEET WEST OF A CREEK BRIDGE,
 SN1057'40 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 18 FEET EAST OF A
 SN1057'CORNER FENCE POST, 5 FEET EAST OF GAP IN THE FENCE LINE, 3 FEET WEST
 SN1057'OF A 4 X 4 IN. MARKER POST.
 SN1057
 SN1057                          STATION RECOVERY (1956)
 SN1057
 SN1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0823 ***********************************************************************
 TE0823  DESIGNATION -  G 404
 TE0823  PID         -  TE0823
 TE0823  STATE/COUNTY-  ND/RAMSEY
 TE0823  USGS QUAD   -  DERRICK SE (1972)
 TE0823
 TE0823                         *CURRENT SURVEY CONTROL
 TE0823  ___________________________________________________________________
 TE0823* NAD 83(1986)-  48 17 47.     (N)    098 37 03.     (W)     SCALED    
 TE0823* NAVD 88     -       456.888  (meters)    1498.97   (feet)  ADJUSTED  
 TE0823  ___________________________________________________________________
 TE0823  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 TE0823  DYNAMIC HT  -         456.972 (meters)    1499.25  (feet)  COMP
 TE0823  MODELED GRAV-     980,782.1   (mgal)                       NAVD 88
 TE0823
 TE0823  VERT ORDER  -  SECOND    CLASS 0
 TE0823
 TE0823.The horizontal coordinates were scaled from a topographic map and have
 TE0823.an estimated accuracy of +/- 6 seconds.
 TE0823
 TE0823.The orthometric height was determined by differential leveling
 TE0823.and adjusted by the National Geodetic Survey in June 1991..
 TE0823
 TE0823.The geoid height was determined by GEOID03.
 TE0823
 TE0823.The dynamic height is computed by dividing the NAVD 88
 TE0823.geopotential number by the normal gravity value computed on the
 TE0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0823.degrees latitude (g = 980.6199 gals.).
 TE0823
 TE0823.The modeled gravity was interpolated from observed gravity values.
 TE0823
 TE0823;                    North         East    Units  Estimated Accuracy
 TE0823;SPC ND N     -   145,840.      739,650.      MT  (+/- 180 meters Scaled)
 TE0823
 TE0823                          SUPERSEDED SURVEY CONTROL
 TE0823
 TE0823  NGVD 29 (??/??/92)  456.510  (m)         1497.73   (f) ADJ UNCH    2 0
 TE0823
 TE0823.Superseded values are not recommended for survey control.
 TE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0823.See file dsdata.txt to determine how the superseded data were derived.
 TE0823
 TE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU283493(NAD 83)
 TE0823_MARKER: DB = BENCH MARK DISK
 TE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0823_STAMPING: G 404 1963
 TE0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0823+STABILITY: SURFACE MOTION
 TE0823
 TE0823  HISTORY     - Date     Condition        Report By
 TE0823  HISTORY     - 1963     MONUMENTED       CGS
 TE0823
 TE0823                          STATION DESCRIPTION
 TE0823
 TE0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0823'12.6 MI NE FROM ROHRVILLE.
 TE0823'ABOUT 10.6 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE
 TE0823'SOO LINE RAILROAD AT ROHRVILLE, THENCE 2.0 MILES EAST ALONG COUNTY
 TE0823'ROAD 8, IN S 28, R 62 W, T 156 N, 130 FEET NORTHWEST OF THE CENTER OF
 TE0823'THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, 107 FEET WEST OF THE
 TE0823'CENTERLINE OF THE ROAD LEADING NORTH, 77 FEET NORTH OF THE CENTERLINE
 TE0823'OF THE ROAD LEADING WEST, 66 FEET WEST OF A FENCE CORNER, 2.0 FEET
 TE0823'SOUTH OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 5 FEET
 TE0823'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0823'PROJECTING 5 INCHES.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 TE0823'12.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN RAILWAY
 TE0823'STATION AT LAWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0582 ***********************************************************************
 TE0582  DESIGNATION -  G 405
 TE0582  PID         -  TE0582
 TE0582  STATE/COUNTY-  ND/NELSON
 TE0582  USGS QUAD   -  LAKOTA NW (1971)
 TE0582
 TE0582                         *CURRENT SURVEY CONTROL
 TE0582  ___________________________________________________________________
 TE0582* NAD 83(1986)-  48 09 04.     (N)    098 24 00.     (W)     SCALED    
 TE0582* NAVD 88     -       462.624  (meters)    1517.79   (feet)  ADJUSTED  
 TE0582  ___________________________________________________________________
 TE0582  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 TE0582  DYNAMIC HT  -         462.704 (meters)    1518.05  (feet)  COMP
 TE0582  MODELED GRAV-     980,770.6   (mgal)                       NAVD 88
 TE0582
 TE0582  VERT ORDER  -  SECOND    CLASS 0
 TE0582
 TE0582.The horizontal coordinates were scaled from a topographic map and have
 TE0582.an estimated accuracy of +/- 6 seconds.
 TE0582
 TE0582.The orthometric height was determined by differential leveling
 TE0582.and adjusted by the National Geodetic Survey in June 1991..
 TE0582
 TE0582.The geoid height was determined by GEOID03.
 TE0582
 TE0582.The dynamic height is computed by dividing the NAVD 88
 TE0582.geopotential number by the normal gravity value computed on the
 TE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0582.degrees latitude (g = 980.6199 gals.).
 TE0582
 TE0582.The modeled gravity was interpolated from observed gravity values.
 TE0582
 TE0582;                    North         East    Units  Estimated Accuracy
 TE0582;SPC ND N     -   130,110.      756,230.      MT  (+/- 180 meters Scaled)
 TE0582
 TE0582                          SUPERSEDED SURVEY CONTROL
 TE0582
 TE0582  NGVD 29 (??/??/92)  462.246  (m)         1516.55   (f) ADJ UNCH    2 0
 TE0582
 TE0582.Superseded values are not recommended for survey control.
 TE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0582.See file dsdata.txt to determine how the superseded data were derived.
 TE0582
 TE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU446332(NAD 83)
 TE0582_MARKER: DB = BENCH MARK DISK
 TE0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0582_STAMPING: G 405 1963
 TE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0582+STABILITY: SURFACE MOTION
 TE0582
 TE0582  HISTORY     - Date     Condition        Report By
 TE0582  HISTORY     - 1963     MONUMENTED       CGS
 TE0582
 TE0582                          STATION DESCRIPTION
 TE0582
 TE0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0582'6.7 MI SW FROM BROCKET.
 TE0582'ABOUT 4.7 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0582'STATION AT BROCKET, THENCE 2.0 MILES WEST ALONG COUNTY ROAD 1, IN S
 TE0582'20, R 60 W, T 154 N, 57 FEET SOUTHEAST OF THE CENTER OF THE
 TE0582'INTERSECTION OF A GRAVELED ROAD LEADING NORTH AND A TRACK ROAD LEADING
 TE0582'SOUTH, 46 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 25.5
 TE0582'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 1.5 FEET
 TE0582'NORTHWEST OF A CORNER FENCE POST, 1.3 FEET NORTH OF A METAL WITNESS
 TE0582'POST, ABOUT LEVEL WITH THE ROAD LEADING SOUTH, ABOUT 3 FEET BELOW THE
 TE0582'LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP OF A CONCRETE POST
 TE0582'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0229 ***********************************************************************
 TE0229  DESIGNATION -  G 406
 TE0229  PID         -  TE0229
 TE0229  STATE/COUNTY-  ND/CAVALIER
 TE0229  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0229
 TE0229                         *CURRENT SURVEY CONTROL
 TE0229  ___________________________________________________________________
 TE0229* NAD 83(1986)-  48 57 51.     (N)    098 28 30.     (W)     SCALED    
 TE0229* NAVD 88     -       474.355  (meters)    1556.28   (feet)  ADJUSTED  
 TE0229  ___________________________________________________________________
 TE0229  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 TE0229  DYNAMIC HT  -         474.472 (meters)    1556.66  (feet)  COMP
 TE0229  MODELED GRAV-     980,841.0   (mgal)                       NAVD 88
 TE0229
 TE0229  VERT ORDER  -  SECOND    CLASS 0
 TE0229
 TE0229.The horizontal coordinates were scaled from a topographic map and have
 TE0229.an estimated accuracy of +/- 6 seconds.
 TE0229
 TE0229.The orthometric height was determined by differential leveling
 TE0229.and adjusted by the National Geodetic Survey in June 1991..
 TE0229
 TE0229.The geoid height was determined by GEOID03.
 TE0229
 TE0229.The dynamic height is computed by dividing the NAVD 88
 TE0229.geopotential number by the normal gravity value computed on the
 TE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0229.degrees latitude (g = 980.6199 gals.).
 TE0229
 TE0229.The modeled gravity was interpolated from observed gravity values.
 TE0229
 TE0229;                    North         East    Units  Estimated Accuracy
 TE0229;SPC ND N     -   220,340.      748,270.      MT  (+/- 180 meters Scaled)
 TE0229
 TE0229                          SUPERSEDED SURVEY CONTROL
 TE0229
 TE0229  NGVD 29 (??/??/92)  473.975  (m)         1555.03   (f) ADJ UNCH    2 0
 TE0229
 TE0229.Superseded values are not recommended for survey control.
 TE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0229.See file dsdata.txt to determine how the superseded data were derived.
 TE0229
 TE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384236(NAD 83)
 TE0229_MARKER: DB = BENCH MARK DISK
 TE0229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0229_SP_SET: 14 FEET
 TE0229_STAMPING: G 406 1964
 TE0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0229
 TE0229  HISTORY     - Date     Condition        Report By
 TE0229  HISTORY     - 1964     MONUMENTED       CGS
 TE0229
 TE0229                          STATION DESCRIPTION
 TE0229
 TE0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0229'11.2 MI NE FROM WALES.
 TE0229'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0229'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 5.0 MILES
 TE0229'NORTH ALONG A GRAVELED ROAD, IN S 1, R 61 W, T 163 N, 108 FEET
 TE0229'NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 76 FEET NORTH OF THE
 TE0229'CENTER LINE OF A ROAD, 76 FEET WEST OF THE CENTER LINE OF A ROAD, 1
 TE0229'1/2 FEET SOUTHEAST OF A POWER POLE, 0.6 FOOT NORTHWEST OF A METAL
 TE0229'WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE TOP OF A
 TE0229'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS
 TE0229'ENCASED IN A 5-INCH PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0168 ***********************************************************************
 TE0168  DESIGNATION -  G 407
 TE0168  PID         -  TE0168
 TE0168  STATE/COUNTY-  ND/CAVALIER
 TE0168  USGS QUAD   -  MAIDA (1967)
 TE0168
 TE0168                         *CURRENT SURVEY CONTROL
 TE0168  ___________________________________________________________________
 TE0168* NAD 83(1986)-  48 58 43.     (N)    098 21 52.     (W)     SCALED    
 TE0168* NAVD 88     -       477.591  (meters)    1566.90   (feet)  ADJUSTED  
 TE0168  ___________________________________________________________________
 TE0168  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0168  DYNAMIC HT  -         477.711 (meters)    1567.29  (feet)  COMP
 TE0168  MODELED GRAV-     980,844.2   (mgal)                       NAVD 88
 TE0168
 TE0168  VERT ORDER  -  SECOND    CLASS 0
 TE0168
 TE0168.The horizontal coordinates were scaled from a topographic map and have
 TE0168.an estimated accuracy of +/- 6 seconds.
 TE0168
 TE0168.The orthometric height was determined by differential leveling
 TE0168.and adjusted by the National Geodetic Survey in June 1991..
 TE0168
 TE0168.The geoid height was determined by GEOID03.
 TE0168
 TE0168.The dynamic height is computed by dividing the NAVD 88
 TE0168.geopotential number by the normal gravity value computed on the
 TE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0168.degrees latitude (g = 980.6199 gals.).
 TE0168
 TE0168.The modeled gravity was interpolated from observed gravity values.
 TE0168
 TE0168;                    North         East    Units  Estimated Accuracy
 TE0168;SPC ND N     -   222,170.      756,320.      MT  (+/- 180 meters Scaled)
 TE0168
 TE0168                          SUPERSEDED SURVEY CONTROL
 TE0168
 TE0168  NGVD 29 (??/??/92)  477.216  (m)         1565.67   (f) ADJ UNCH    2 0
 TE0168
 TE0168.Superseded values are not recommended for survey control.
 TE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0168.See file dsdata.txt to determine how the superseded data were derived.
 TE0168
 TE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV465252(NAD 83)
 TE0168_MARKER: DB = BENCH MARK DISK
 TE0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0168_STAMPING: G 407 1964
 TE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0168+STABILITY: SURFACE MOTION
 TE0168
 TE0168  HISTORY     - Date     Condition        Report By
 TE0168  HISTORY     - 1964     MONUMENTED       CGS
 TE0168  HISTORY     - 1968     GOOD             DOD
 TE0168
 TE0168                          STATION DESCRIPTION
 TE0168
 TE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0168'1.5 MI S FROM MAIDA.
 TE0168'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0168'MAIDA, IN SECTION 1, R 60 W, T 163 N, 100 FEET EAST OF THE CENTER LINE
 TE0168'OF THE HIGHWAY, 78 FEET SOUTH OF THE CENTER LINE OF EAST-WEST ROAD, 4
 TE0168'FEET SOUTH OF A TELEPHONE POLE WITH A GUY WIRE, 1.3 FEET NORTH OF A
 TE0168'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 TE0168'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 TE0168'GROUND.
 TE0168
 TE0168                          STATION RECOVERY (1968)
 TE0168
 TE0168'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2293 ***********************************************************************
 TE2293  DESIGNATION -  G 408 RESET
 TE2293  PID         -  TE2293
 TE2293  STATE/COUNTY-  ND/CAVALIER
 TE2293  USGS QUAD   -  LOMA (1970)
 TE2293
 TE2293                         *CURRENT SURVEY CONTROL
 TE2293  ___________________________________________________________________
 TE2293* NAD 83(1986)-  48 37 53.     (N)    098 34 47.     (W)     SCALED    
 TE2293* NAVD 88     -       479.24   (meters)    1572.3    (feet)  RESET     
 TE2293  ___________________________________________________________________
 TE2293  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE2293
 TE2293  VERT ORDER  -  THIRD
 TE2293
 TE2293.The horizontal coordinates were scaled from a topographic map and have
 TE2293.an estimated accuracy of +/- 6 seconds.
 TE2293
 TE2293.The orthometric height was computed from unverified reset data.
 TE2293.No vertical observational check was made to the station.
 TE2293
 TE2293.The geoid height was determined by GEOID03.
 TE2293
 TE2293;                    North         East    Units  Estimated Accuracy
 TE2293;SPC ND N     -   183,150.      741,530.      MT  (+/- 180 meters Scaled)
 TE2293
 TE2293                          SUPERSEDED SURVEY CONTROL
 TE2293
 TE2293  NGVD 29 (11/04/04)  478.85   (m)         1571.0    (f) RESET       3  
 TE2293
 TE2293.Superseded values are not recommended for survey control.
 TE2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2293.See file dsdata.txt to determine how the superseded data were derived.
 TE2293
 TE2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU309865(NAD 83)
 TE2293_MARKER: DV = VERTICAL CONTROL DISK
 TE2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2293_SP_SET: CONCRETE POST
 TE2293_STAMPING: G 408 RESET
 TE2293_MARK LOGO: NGS   
 TE2293_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2293+STABILITY: SURFACE MOTION
 TE2293
 TE2293  HISTORY     - Date     Condition        Report By
 TE2293  HISTORY     - 1991     MONUMENTED       NDHD
 TE2293
 TE2293                          STATION DESCRIPTION
 TE2293
 TE2293'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1991
 TE2293'ABOUT 2.1 MILES (3.4 KM) WEST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE2293'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION IN LOMA
 TE2293'IN SEC 31, 80 FEET (24.4 M) FROM THE CENTERLINE OF HIGHWAY, SET IN A
 TE2293'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0421 ***********************************************************************
 TD0421  DESIGNATION -  G 409
 TD0421  PID         -  TD0421
 TD0421  STATE/COUNTY-  ND/WALSH
 TD0421  USGS QUAD   -  PARK RIVER (1963)
 TD0421
 TD0421                         *CURRENT SURVEY CONTROL
 TD0421  ___________________________________________________________________
 TD0421* NAD 83(1986)-  48 28 14.     (N)    097 43 54.     (W)     SCALED    
 TD0421* NAVD 88     -       285.620  (meters)     937.07   (feet)  ADJUSTED  
 TD0421  ___________________________________________________________________
 TD0421  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 TD0421  DYNAMIC HT  -         285.686 (meters)     937.29  (feet)  COMP
 TD0421  MODELED GRAV-     980,831.8   (mgal)                       NAVD 88
 TD0421
 TD0421  VERT ORDER  -  SECOND    CLASS 0
 TD0421
 TD0421.The horizontal coordinates were scaled from a topographic map and have
 TD0421.an estimated accuracy of +/- 6 seconds.
 TD0421
 TD0421.The orthometric height was determined by differential leveling
 TD0421.and adjusted by the National Geodetic Survey in June 1991..
 TD0421
 TD0421.The geoid height was determined by GEOID03.
 TD0421
 TD0421.The dynamic height is computed by dividing the NAVD 88
 TD0421.geopotential number by the normal gravity value computed on the
 TD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0421.degrees latitude (g = 980.6199 gals.).
 TD0421
 TD0421.The modeled gravity was interpolated from observed gravity values.
 TD0421
 TD0421;                    North         East    Units  Estimated Accuracy
 TD0421;SPC ND N     -   167,180.      804,650.      MT  (+/- 180 meters Scaled)
 TD0421
 TD0421                          SUPERSEDED SURVEY CONTROL
 TD0421
 TD0421  NGVD 29 (??/??/92)  285.277  (m)          935.95   (f) ADJ UNCH    2 0
 TD0421
 TD0421.Superseded values are not recommended for survey control.
 TD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0421.See file dsdata.txt to determine how the superseded data were derived.
 TD0421
 TD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU937693(NAD 83)
 TD0421_MARKER: DB = BENCH MARK DISK
 TD0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0421_STAMPING: G 409 1964
 TD0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0421+STABILITY: SURFACE MOTION
 TD0421
 TD0421  HISTORY     - Date     Condition        Report By
 TD0421  HISTORY     - 1964     MONUMENTED       CGS
 TD0421
 TD0421                          STATION DESCRIPTION
 TD0421
 TD0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0421'5.9 MI N FROM PARK RIVER.
 TD0421'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0421'STATION AT PARK RIVER, THENCE 5.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0421'12, 80 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 TD0421'63 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 42 FEET
 TD0421'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 40 FEET SOUTHWEST
 TD0421'OF THE WEST END OF A 40-INCH PIPE CULVERT, 6 FEET WEST OF A TELEPHONE
 TD0421'POLE AND IN LINE WITH AN EAST-WEST ROW OF POLES, 1.7 FEET SOUTH OF A
 TD0421'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROADS, AND SET
 TD0421'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, IN S 33, R 55 W, T
 TD0421'158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0359 ***********************************************************************
 RQ0359  DESIGNATION -  G 41
 RQ0359  PID         -  RQ0359
 RQ0359  STATE/COUNTY-  ND/MCINTOSH
 RQ0359  USGS QUAD   -  MAY LAKE (1982)
 RQ0359
 RQ0359                         *CURRENT SURVEY CONTROL
 RQ0359  ___________________________________________________________________
 RQ0359* NAD 83(1986)-  46 14 04.     (N)    099 32 42.     (W)     SCALED    
 RQ0359* NAVD 88     -       613.333  (meters)    2012.24   (feet)  ADJUSTED  
 RQ0359  ___________________________________________________________________
 RQ0359  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RQ0359  DYNAMIC HT  -         613.297 (meters)    2012.13  (feet)  COMP
 RQ0359  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 RQ0359
 RQ0359  VERT ORDER  -  SECOND    CLASS 0
 RQ0359
 RQ0359.The horizontal coordinates were scaled from a topographic map and have
 RQ0359.an estimated accuracy of +/- 6 seconds.
 RQ0359
 RQ0359.The orthometric height was determined by differential leveling
 RQ0359.and adjusted by the National Geodetic Survey in June 1991..
 RQ0359
 RQ0359.The geoid height was determined by GEOID03.
 RQ0359
 RQ0359.The dynamic height is computed by dividing the NAVD 88
 RQ0359.geopotential number by the normal gravity value computed on the
 RQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0359.degrees latitude (g = 980.6199 gals.).
 RQ0359
 RQ0359.The modeled gravity was interpolated from observed gravity values.
 RQ0359
 RQ0359;                    North         East    Units  Estimated Accuracy
 RQ0359;SPC ND S     -    63,560.      673,660.      MT  (+/- 180 meters Scaled)
 RQ0359
 RQ0359                          SUPERSEDED SURVEY CONTROL
 RQ0359
 RQ0359  NGVD 29 (??/??/92)  612.887  (m)         2010.78   (f) ADJ UNCH    2 0
 RQ0359
 RQ0359.Superseded values are not recommended for survey control.
 RQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0359.See file dsdata.txt to determine how the superseded data were derived.
 RQ0359
 RQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS579202(NAD 83)
 RQ0359_MARKER: DB = BENCH MARK DISK
 RQ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0359_STAMPING: G 41 1934
 RQ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0359+STABILITY: SURFACE MOTION
 RQ0359
 RQ0359  HISTORY     - Date     Condition        Report By
 RQ0359  HISTORY     - 1934     MONUMENTED       CGS
 RQ0359  HISTORY     - 1959     GOOD             NGS
 RQ0359
 RQ0359                          STATION DESCRIPTION
 RQ0359
 RQ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0359'2.8 MI S FROM WISHEK.
 RQ0359'2.8 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0359'RAILWAY FROM THE CITY HALL AT WISHEK, MCINTOSH COUNTY, OPPOSITE
 RQ0359'MILEPOST 344, 1 FOOT FROM A FENCE, AT THE JUNCTION OF THE FENCE WITH A
 RQ0359'SECTION-LINE FENCE LEADING SOUTH, 49 FEET SOUTHWEST OF THE CENTERLINE
 RQ0359'OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 RQ0359'STAMPED G 41 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE
 RQ0359'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0359'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0388 ***********************************************************************
 TD0388  DESIGNATION -  G 410
 TD0388  PID         -  TD0388
 TD0388  STATE/COUNTY-  ND/WALSH
 TD0388  USGS QUAD   -  EDINBURG (1978)
 TD0388
 TD0388                         *CURRENT SURVEY CONTROL
 TD0388  ___________________________________________________________________
 TD0388* NAD 83(1986)-  48 28 16.     (N)    097 49 14.     (W)     SCALED    
 TD0388* NAVD 88     -       356.668  (meters)    1170.17   (feet)  ADJUSTED  
 TD0388  ___________________________________________________________________
 TD0388  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0388  DYNAMIC HT  -         356.746 (meters)    1170.42  (feet)  COMP
 TD0388  MODELED GRAV-     980,820.6   (mgal)                       NAVD 88
 TD0388
 TD0388  VERT ORDER  -  SECOND    CLASS 0
 TD0388
 TD0388.The horizontal coordinates were scaled from a topographic map and have
 TD0388.an estimated accuracy of +/- 6 seconds.
 TD0388
 TD0388.The orthometric height was determined by differential leveling
 TD0388.and adjusted by the National Geodetic Survey in June 1991..
 TD0388
 TD0388.The geoid height was determined by GEOID03.
 TD0388
 TD0388.The dynamic height is computed by dividing the NAVD 88
 TD0388.geopotential number by the normal gravity value computed on the
 TD0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0388.degrees latitude (g = 980.6199 gals.).
 TD0388
 TD0388.The modeled gravity was interpolated from observed gravity values.
 TD0388
 TD0388;                    North         East    Units  Estimated Accuracy
 TD0388;SPC ND N     -   167,010.      798,080.      MT  (+/- 180 meters Scaled)
 TD0388
 TD0388                          SUPERSEDED SURVEY CONTROL
 TD0388
 TD0388  NGVD 29 (??/??/92)  356.308  (m)         1168.99   (f) ADJ UNCH    2 0
 TD0388
 TD0388.Superseded values are not recommended for survey control.
 TD0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0388.See file dsdata.txt to determine how the superseded data were derived.
 TD0388
 TD0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU871693(NAD 83)
 TD0388_MARKER: DB = BENCH MARK DISK
 TD0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0388_STAMPING: G 410 1964
 TD0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0388+STABILITY: SURFACE MOTION
 TD0388
 TD0388  HISTORY     - Date     Condition        Report By
 TD0388  HISTORY     - 1964     MONUMENTED       CGS
 TD0388  HISTORY     - 1983     GOOD             LOCSUR
 TD0388
 TD0388                          STATION DESCRIPTION
 TD0388
 TD0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0388'2.6 MI SE FROM EDINBURG.
 TD0388'ABOUT 2.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0388'STATION AT EDINBURG, IN S 26, R 56 W, T 158 N, ABOUT 0.1 MILE
 TD0388'SOUTHEAST OF MILEPOST 41, 301 FEET NORTH OF THE CENTER OF THE CROSSING
 TD0388'OF AN EAST-WEST GRADED DIRT ROAD, 51 1/2 FEET NORTHEAST OF THE
 TD0388'NORTHEAST RAIL, 3 FEET SOUTHEAST OF THE THIRD TELEPHONE POLE NORTHWEST
 TD0388'OF THE CROSSING AND IN LINE WITH A ROW OF POLES, 1.7 FEET NORTHWEST OF
 TD0388'A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 TD0388'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK CAN ALSO BE
 TD0388'REACHED BY GOING 6.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY
 TD0388'FROM THE STATION AT PARK RIVER.
 TD0388
 TD0388                          STATION RECOVERY (1983)
 TD0388
 TD0388'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0503 ***********************************************************************
 TE0503  DESIGNATION -  G 411
 TE0503  PID         -  TE0503
 TE0503  STATE/COUNTY-  ND/WALSH
 TE0503  USGS QUAD   -  ADAMS (1972)
 TE0503
 TE0503                         *CURRENT SURVEY CONTROL
 TE0503  ___________________________________________________________________
 TE0503* NAD 83(1986)-  48 24 46.     (N)    098 01 11.     (W)     SCALED    
 TE0503* NAVD 88     -       465.391  (meters)    1526.87   (feet)  ADJUSTED  
 TE0503  ___________________________________________________________________
 TE0503  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 TE0503  DYNAMIC HT  -         465.480 (meters)    1527.16  (feet)  COMP
 TE0503  MODELED GRAV-     980,788.3   (mgal)                       NAVD 88
 TE0503
 TE0503  VERT ORDER  -  SECOND    CLASS 0
 TE0503
 TE0503.The horizontal coordinates were scaled from a topographic map and have
 TE0503.an estimated accuracy of +/- 6 seconds.
 TE0503
 TE0503.The orthometric height was determined by differential leveling
 TE0503.and adjusted by the National Geodetic Survey in June 1991..
 TE0503
 TE0503.The geoid height was determined by GEOID03.
 TE0503
 TE0503.The dynamic height is computed by dividing the NAVD 88
 TE0503.geopotential number by the normal gravity value computed on the
 TE0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0503.degrees latitude (g = 980.6199 gals.).
 TE0503
 TE0503.The modeled gravity was interpolated from observed gravity values.
 TE0503
 TE0503;                    North         East    Units  Estimated Accuracy
 TE0503;SPC ND N     -   160,030.      783,570.      MT  (+/- 180 meters Scaled)
 TE0503
 TE0503                          SUPERSEDED SURVEY CONTROL
 TE0503
 TE0503  NGVD 29 (??/??/92)  465.011  (m)         1525.62   (f) ADJ UNCH    2 0
 TE0503
 TE0503.Superseded values are not recommended for survey control.
 TE0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0503.See file dsdata.txt to determine how the superseded data were derived.
 TE0503
 TE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU725626(NAD 83)
 TE0503_MARKER: DB = BENCH MARK DISK
 TE0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0503_STAMPING: G 411 1964
 TE0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0503+STABILITY: SURFACE MOTION
 TE0503
 TE0503  HISTORY     - Date     Condition        Report By
 TE0503  HISTORY     - 1964     MONUMENTED       CGS
 TE0503
 TE0503                          STATION DESCRIPTION
 TE0503
 TE0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0503'1.9 MI E FROM ADAMS.
 TE0503'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0503'SOO LINE RAILROAD AT ADAMS, IN S 20, R 57 W, T 157 N, ABOUT 0.3 MILE
 TE0503'WEST OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, 146 FEET
 TE0503'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A PRIVATE GRAVELED ROAD
 TE0503'LEADING SOUTH TO A FARMHOUSE AND A BARN, 111 FEET EAST OF THE CENTER
 TE0503'LINE OF THE ROAD, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3
 TE0503'FEET WEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 1.6
 TE0503'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0503'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0455 ***********************************************************************
 TE0455  DESIGNATION -  G 412
 TE0455  PID         -  TE0455
 TE0455  STATE/COUNTY-  ND/RAMSEY
 TE0455  USGS QUAD   -  EDMORE (1972)
 TE0455
 TE0455                         *CURRENT SURVEY CONTROL
 TE0455  ___________________________________________________________________
 TE0455* NAD 83(1986)-  48 25 40.     (N)    098 26 56.     (W)     SCALED    
 TE0455* NAVD 88     -       468.098  (meters)    1535.75   (feet)  ADJUSTED  
 TE0455  ___________________________________________________________________
 TE0455  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0455  DYNAMIC HT  -         468.191 (meters)    1536.06  (feet)  COMP
 TE0455  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TE0455
 TE0455  VERT ORDER  -  SECOND    CLASS 0
 TE0455
 TE0455.The horizontal coordinates were scaled from a topographic map and have
 TE0455.an estimated accuracy of +/- 6 seconds.
 TE0455
 TE0455.The orthometric height was determined by differential leveling
 TE0455.and adjusted by the National Geodetic Survey in June 1991..
 TE0455
 TE0455.The geoid height was determined by GEOID03.
 TE0455
 TE0455.The dynamic height is computed by dividing the NAVD 88
 TE0455.geopotential number by the normal gravity value computed on the
 TE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0455.degrees latitude (g = 980.6199 gals.).
 TE0455
 TE0455.The modeled gravity was interpolated from observed gravity values.
 TE0455
 TE0455;                    North         East    Units  Estimated Accuracy
 TE0455;SPC ND N     -   160,770.      751,770.      MT  (+/- 180 meters Scaled)
 TE0455
 TE0455                          SUPERSEDED SURVEY CONTROL
 TE0455
 TE0455  NGVD 29 (??/??/92)  467.721  (m)         1534.51   (f) ADJ UNCH    2 0
 TE0455
 TE0455.Superseded values are not recommended for survey control.
 TE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0455.See file dsdata.txt to determine how the superseded data were derived.
 TE0455
 TE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU407639(NAD 83)
 TE0455_MARKER: DB = BENCH MARK DISK
 TE0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0455_STAMPING: G 412 1964
 TE0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0455+STABILITY: SURFACE MOTION
 TE0455
 TE0455  HISTORY     - Date     Condition        Report By
 TE0455  HISTORY     - 1964     MONUMENTED       CGS
 TE0455
 TE0455                          STATION DESCRIPTION
 TE0455
 TE0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0455'1.3 MI N FROM EDMORE.
 TE0455'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0455'AT EDMORE, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 13,
 TE0455'T 157 N, R 61 W, ON THE SOUTH SLOPE OF A HILL, 56 FEET SOUTHWEST OF
 TE0455'THE CENTER OF THE JUNCTION WITH A DIRT ROAD LEADING EAST, 52 FEET WEST
 TE0455'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A TELEPHONE POLE, IN
 TE0455'LINE WITH A ROW OF POLES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE0455'3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 TE0455'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0052 ***********************************************************************
 TE0052  DESIGNATION -  G 413
 TE0052  PID         -  TE0052
 TE0052  STATE/COUNTY-  ND/CAVALIER
 TE0052  USGS QUAD   -  MILTON (1972)
 TE0052
 TE0052                         *CURRENT SURVEY CONTROL
 TE0052  ___________________________________________________________________
 TE0052* NAD 83(1986)-  48 37 49.     (N)    098 06 01.     (W)     SCALED    
 TE0052* NAVD 88     -       489.794  (meters)    1606.93   (feet)  ADJUSTED  
 TE0052  ___________________________________________________________________
 TE0052  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 TE0052  DYNAMIC HT  -         489.893 (meters)    1607.26  (feet)  COMP
 TE0052  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 TE0052
 TE0052  VERT ORDER  -  SECOND    CLASS 0
 TE0052
 TE0052.The horizontal coordinates were scaled from a topographic map and have
 TE0052.an estimated accuracy of +/- 6 seconds.
 TE0052
 TE0052.The orthometric height was determined by differential leveling
 TE0052.and adjusted by the National Geodetic Survey in June 1991..
 TE0052
 TE0052.The geoid height was determined by GEOID03.
 TE0052
 TE0052.The dynamic height is computed by dividing the NAVD 88
 TE0052.geopotential number by the normal gravity value computed on the
 TE0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0052.degrees latitude (g = 980.6199 gals.).
 TE0052
 TE0052.The modeled gravity was interpolated from observed gravity values.
 TE0052
 TE0052;                    North         East    Units  Estimated Accuracy
 TE0052;SPC ND N     -   184,020.      776,860.      MT  (+/- 180 meters Scaled)
 TE0052
 TE0052                          SUPERSEDED SURVEY CONTROL
 TE0052
 TE0052  NGVD 29 (??/??/92)  489.417  (m)         1605.70   (f) ADJ UNCH    2 0
 TE0052
 TE0052.Superseded values are not recommended for survey control.
 TE0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0052.See file dsdata.txt to determine how the superseded data were derived.
 TE0052
 TE0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU662867(NAD 83)
 TE0052_MARKER: DB = BENCH MARK DISK
 TE0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0052_STAMPING: G 413 1964
 TE0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0052+STABILITY: SURFACE MOTION
 TE0052
 TE0052  HISTORY     - Date     Condition        Report By
 TE0052  HISTORY     - 1964     MONUMENTED       CGS
 TE0052  HISTORY     - 1968     GOOD             DOD
 TE0052
 TE0052                          STATION DESCRIPTION
 TE0052
 TE0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0052'2.7 MI W FROM MILTON.
 TE0052'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0052'STATION AT MILTON, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 66, IN S
 TE0052'34, R 58 W, T 160 N, 105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TE0052'77 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 2 FEET
 TE0052'EAST OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE0052'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE0052'PROJECTING 6 INCHES.
 TE0052
 TE0052                          STATION RECOVERY (1968)
 TE0052
 TE0052'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0301 ***********************************************************************
 TE0301  DESIGNATION -  G 414
 TE0301  PID         -  TE0301
 TE0301  STATE/COUNTY-  ND/WALSH
 TE0301  USGS QUAD   -  NEKOMA (1972)
 TE0301
 TE0301                         *CURRENT SURVEY CONTROL
 TE0301  ___________________________________________________________________
 TE0301* NAD 83(1986)-  48 35 15.     (N)    098 16 27.     (W)     SCALED    
 TE0301* NAVD 88     -       506.685  (meters)    1662.35   (feet)  ADJUSTED  
 TE0301  ___________________________________________________________________
 TE0301  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 TE0301  DYNAMIC HT  -         506.785 (meters)    1662.68  (feet)  COMP
 TE0301  MODELED GRAV-     980,791.7   (mgal)                       NAVD 88
 TE0301
 TE0301  VERT ORDER  -  SECOND    CLASS 0
 TE0301
 TE0301.The horizontal coordinates were scaled from a topographic map and have
 TE0301.an estimated accuracy of +/- 6 seconds.
 TE0301
 TE0301.The orthometric height was determined by differential leveling
 TE0301.and adjusted by the National Geodetic Survey in June 1991..
 TE0301
 TE0301.The geoid height was determined by GEOID03.
 TE0301
 TE0301.The dynamic height is computed by dividing the NAVD 88
 TE0301.geopotential number by the normal gravity value computed on the
 TE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0301.degrees latitude (g = 980.6199 gals.).
 TE0301
 TE0301.The modeled gravity was interpolated from observed gravity values.
 TE0301
 TE0301;                    North         East    Units  Estimated Accuracy
 TE0301;SPC ND N     -   178,880.      764,180.      MT  (+/- 180 meters Scaled)
 TE0301
 TE0301                          SUPERSEDED SURVEY CONTROL
 TE0301
 TE0301  NGVD 29 (??/??/92)  506.298  (m)         1661.08   (f) ADJ UNCH    2 0
 TE0301
 TE0301.Superseded values are not recommended for survey control.
 TE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0301.See file dsdata.txt to determine how the superseded data were derived.
 TE0301
 TE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU535818(NAD 83)
 TE0301_MARKER: DB = BENCH MARK DISK
 TE0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0301_STAMPING: G 414 1964
 TE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0301+STABILITY: SURFACE MOTION
 TE0301
 TE0301  HISTORY     - Date     Condition        Report By
 TE0301  HISTORY     - 1964     MONUMENTED       CGS
 TE0301
 TE0301                          STATION DESCRIPTION
 TE0301
 TE0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0301'11.0 MI NW FROM FAIRDALE.
 TE0301'ABOUT 3.0 MILES WEST ALONG WALSH COUNTY ROAD 9 FROM THE INTERSECTION
 TE0301'OF WALSH COUNTY ROADS 9 AND 22 AT FAIRDALE, THENCE 6.0 MILES NORTH
 TE0301'ALONG A SECTION LINE ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 TE0301'THENCE 1.0 MILE NORTH ALONG A TRAIL ROAD, OR ABOUT 0.7 MILE NORTHWEST
 TE0301'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT MILTON, THENCE
 TE0301'4.0 MILES WEST ALONG STATE HIGHWAY 66, THENCE 6.0 MILES WEST ALONG
 TE0301'CAVALIER COUNTY ROAD 66, THENCE 3.0 MILES SOUTH ALONG A SECTION LINE
 TE0301'ROAD, IN S 16, T 159 N, R 59 W, 73 FEET NORTH OF THE CENTER LINE OF AN
 TE0301'EAST-WEST ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 TE0301'NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TE0301'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0301'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0435 ***********************************************************************
 TD0435  DESIGNATION -  G 415
 TD0435  PID         -  TD0435
 TD0435  STATE/COUNTY-  ND/WALSH
 TD0435  USGS QUAD   -  EDINBURG NW (1972)
 TD0435
 TD0435                         *CURRENT SURVEY CONTROL
 TD0435  ___________________________________________________________________
 TD0435* NAD 83(1986)-  48 24 23.     (N)    097 58 12.     (W)     SCALED    
 TD0435* NAVD 88     -       436.971  (meters)    1433.63   (feet)  ADJUSTED  
 TD0435  ___________________________________________________________________
 TD0435  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 TD0435  DYNAMIC HT  -         437.058 (meters)    1433.91  (feet)  COMP
 TD0435  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TD0435
 TD0435  VERT ORDER  -  SECOND    CLASS 0
 TD0435
 TD0435.The horizontal coordinates were scaled from a topographic map and have
 TD0435.an estimated accuracy of +/- 6 seconds.
 TD0435
 TD0435.The orthometric height was determined by differential leveling
 TD0435.and adjusted by the National Geodetic Survey in June 1991..
 TD0435
 TD0435.The geoid height was determined by GEOID03.
 TD0435
 TD0435.The dynamic height is computed by dividing the NAVD 88
 TD0435.geopotential number by the normal gravity value computed on the
 TD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0435.degrees latitude (g = 980.6199 gals.).
 TD0435
 TD0435.The modeled gravity was interpolated from observed gravity values.
 TD0435
 TD0435;                    North         East    Units  Estimated Accuracy
 TD0435;SPC ND N     -   159,440.      787,270.      MT  (+/- 180 meters Scaled)
 TD0435
 TD0435                          SUPERSEDED SURVEY CONTROL
 TD0435
 TD0435  NGVD 29 (??/??/92)  436.587  (m)         1432.37   (f) ADJ UNCH    2 0
 TD0435
 TD0435.Superseded values are not recommended for survey control.
 TD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0435.See file dsdata.txt to determine how the superseded data were derived.
 TD0435
 TD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU762619(NAD 83)
 TD0435_MARKER: DB = BENCH MARK DISK
 TD0435_SETTING: 80 = SET IN A BOULDER
 TD0435_SP_SET: BOULDER
 TD0435_STAMPING: G 415 1964
 TD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0435+STABILITY: SURFACE MOTION
 TD0435
 TD0435  HISTORY     - Date     Condition        Report By
 TD0435  HISTORY     - 1964     MONUMENTED       CGS
 TD0435
 TD0435                          STATION DESCRIPTION
 TD0435
 TD0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0435'5.6 MI NE FROM ADAMS.
 TD0435'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF STATE
 TD0435'HIGHWAY 17 AND THE SOO LINE RAILROAD AT ADAMS, THENCE 0.6 MILE NORTH
 TD0435'ALONG A GRAVELED ROAD, IN SECTION 23, T 157 N, R 57 W, AT A JUNCTION
 TD0435'OF THE STATE HIGHWAY AND A PRIVATE DRIVEWAY, 60 FEET EAST OF THE
 TD0435'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A BOULDER WHICH PROJECTS
 TD0435'6 INCHES, 153 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 18 FEET
 TD0435'EAST OF A FENCE, 18.6 FEET EAST OF A METAL WITNESS POST, AND ABOUT 3
 TD0435'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1087 ***********************************************************************
 TE1087  DESIGNATION -  G 416
 TE1087  PID         -  TE1087
 TE1087  STATE/COUNTY-  ND/CAVALIER
 TE1087  USGS QUAD   -  HAMPDEN (1970)
 TE1087
 TE1087                         *CURRENT SURVEY CONTROL
 TE1087  ___________________________________________________________________
 TE1087* NAD 83(1986)-  48 34 23.     (N)    098 38 38.     (W)     SCALED    
 TE1087* NAVD 88     -       477.367  (meters)    1566.16   (feet)  ADJUSTED  
 TE1087  ___________________________________________________________________
 TE1087  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE1087  DYNAMIC HT  -         477.464 (meters)    1566.48  (feet)  COMP
 TE1087  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 TE1087
 TE1087  VERT ORDER  -  SECOND    CLASS 0
 TE1087
 TE1087.The horizontal coordinates were scaled from a topographic map and have
 TE1087.an estimated accuracy of +/- 6 seconds.
 TE1087
 TE1087.The orthometric height was determined by differential leveling
 TE1087.and adjusted by the National Geodetic Survey in June 1991..
 TE1087
 TE1087.The geoid height was determined by GEOID03.
 TE1087
 TE1087.The dynamic height is computed by dividing the NAVD 88
 TE1087.geopotential number by the normal gravity value computed on the
 TE1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1087.degrees latitude (g = 980.6199 gals.).
 TE1087
 TE1087.The modeled gravity was interpolated from observed gravity values.
 TE1087
 TE1087;                    North         East    Units  Estimated Accuracy
 TE1087;SPC ND N     -   176,550.      736,960.      MT  (+/- 180 meters Scaled)
 TE1087
 TE1087                          SUPERSEDED SURVEY CONTROL
 TE1087
 TE1087  NGVD 29 (??/??/92)  476.975  (m)         1564.88   (f) ADJ UNCH    2 0
 TE1087
 TE1087.Superseded values are not recommended for survey control.
 TE1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1087.See file dsdata.txt to determine how the superseded data were derived.
 TE1087
 TE1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU262800(NAD 83)
 TE1087_MARKER: DB = BENCH MARK DISK
 TE1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1087_STAMPING: G 416 1964
 TE1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1087+STABILITY: SURFACE MOTION
 TE1087
 TE1087  HISTORY     - Date     Condition        Report By
 TE1087  HISTORY     - 1964     MONUMENTED       CGS
 TE1087  HISTORY     - 1985     GOOD             DMA
 TE1087
 TE1087                          STATION DESCRIPTION
 TE1087
 TE1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1087'2.6 MI N FROM HAMPDEN.
 TE1087'ABOUT 0.6 MILE NORTHEAST ALONG COUNTY ROAD 3 FROM THE GREAT NORTHERN
 TE1087'RAILWAY STATION AT HAMPDEN, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 TE1087'ROAD, IN SECTION 22, T 159 N, R 62 W, 77 FEET EAST OF THE CENTER LINE
 TE1087'OF THE ROAD, 162 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD,
 TE1087'1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL
 TE1087'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TE1087'NOTE-- THIS MARK IS ALSO ABOUT 3.1 MILES WEST ALONG COUNTY ROAD 66
 TE1087'FROM THE SOO LINE RAILWAY STATION AT LOMA, THENCE 0.5 MILE SOUTH ALONG
 TE1087'A GRAVELED ROAD, THENCE 2.5 MILES SOUTH ALONG A TRAIL ROAD, THENCE 1.0
 TE1087'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 TE1087'GRAVELED ROAD.
 TE1087
 TE1087                          STATION RECOVERY (1985)
 TE1087
 TE1087'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 TE1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0438 ***********************************************************************
 TE0438  DESIGNATION -  G 417
 TE0438  PID         -  TE0438
 TE0438  STATE/COUNTY-  ND/WALSH
 TE0438  USGS QUAD   -  ADAMS (1972)
 TE0438
 TE0438                         *CURRENT SURVEY CONTROL
 TE0438  ___________________________________________________________________
 TE0438* NAD 83(1986)-  48 29 06.     (N)    098 04 44.     (W)     SCALED    
 TE0438* NAVD 88     -       481.193  (meters)    1578.71   (feet)  ADJUSTED  
 TE0438  ___________________________________________________________________
 TE0438  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 TE0438  DYNAMIC HT  -         481.284 (meters)    1579.01  (feet)  COMP
 TE0438  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TE0438
 TE0438  VERT ORDER  -  SECOND    CLASS 0
 TE0438
 TE0438.The horizontal coordinates were scaled from a topographic map and have
 TE0438.an estimated accuracy of +/- 6 seconds.
 TE0438
 TE0438.The orthometric height was determined by differential leveling
 TE0438.and adjusted by the National Geodetic Survey in June 1991..
 TE0438
 TE0438.The geoid height was determined by GEOID03.
 TE0438
 TE0438.The dynamic height is computed by dividing the NAVD 88
 TE0438.geopotential number by the normal gravity value computed on the
 TE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0438.degrees latitude (g = 980.6199 gals.).
 TE0438
 TE0438.The modeled gravity was interpolated from observed gravity values.
 TE0438
 TE0438;                    North         East    Units  Estimated Accuracy
 TE0438;SPC ND N     -   167,920.      778,940.      MT  (+/- 180 meters Scaled)
 TE0438
 TE0438                          SUPERSEDED SURVEY CONTROL
 TE0438
 TE0438  NGVD 29 (??/??/92)  480.810  (m)         1577.46   (f) ADJ UNCH    2 0
 TE0438
 TE0438.Superseded values are not recommended for survey control.
 TE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0438.See file dsdata.txt to determine how the superseded data were derived.
 TE0438
 TE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU680706(NAD 83)
 TE0438_MARKER: DB = BENCH MARK DISK
 TE0438_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0438_SP_SET: 23 FEET
 TE0438_STAMPING: G 417 1964
 TE0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0438
 TE0438  HISTORY     - Date     Condition        Report By
 TE0438  HISTORY     - 1964     MONUMENTED       CGS
 TE0438  HISTORY     - 1968     GOOD             DOD
 TE0438  HISTORY     - 1980     GOOD             NDHD
 TE0438
 TE0438                          STATION DESCRIPTION
 TE0438
 TE0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0438'7.0 MI E FROM FAIRDALE.
 TE0438'ABOUT 7.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0438'COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 25, T 158 N, R 58 W, 105
 TE0438'FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF COUNTY ROADS 9 AND
 TE0438'16, 60 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 9, 86 FEET EAST OF
 TE0438'THE CENTER LINE OF COUNTY ROAD 16, 1 1/2 FEET WEST OF A POWER POLE, IN
 TE0438'LINE WITH AN EAST-WEST ROW OF POWER POLES, 0.8 FOOT NORTH OF A METAL
 TE0438'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND ON THE
 TE0438'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 23
 TE0438'FEET AND ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 9 INCHES.
 TE0438
 TE0438                          STATION RECOVERY (1968)
 TE0438
 TE0438'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0438'RECOVERED IN GOOD CONDITION.
 TE0438
 TE0438                          STATION RECOVERY (1980)
 TE0438
 TE0438'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1980
 TE0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0481 ***********************************************************************
 TD0481  DESIGNATION -  G 418
 TD0481  PID         -  TD0481
 TD0481  STATE/COUNTY-  ND/WALSH
 TD0481  USGS QUAD   -  VESELEYVILLE (1963)
 TD0481
 TD0481                         *CURRENT SURVEY CONTROL
 TD0481  ___________________________________________________________________
 TD0481* NAD 83(1986)-  48 16 41.     (N)    097 37 22.     (W)     SCALED    
 TD0481* NAVD 88     -       282.047  (meters)     925.35   (feet)  ADJUSTED  
 TD0481  ___________________________________________________________________
 TD0481  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 TD0481  DYNAMIC HT  -         282.112 (meters)     925.56  (feet)  COMP
 TD0481  MODELED GRAV-     980,833.6   (mgal)                       NAVD 88
 TD0481
 TD0481  VERT ORDER  -  SECOND    CLASS 0
 TD0481
 TD0481.The horizontal coordinates were scaled from a topographic map and have
 TD0481.an estimated accuracy of +/- 6 seconds.
 TD0481
 TD0481.The orthometric height was determined by differential leveling
 TD0481.and adjusted by the National Geodetic Survey in June 1991..
 TD0481
 TD0481.The geoid height was determined by GEOID03.
 TD0481
 TD0481.The dynamic height is computed by dividing the NAVD 88
 TD0481.geopotential number by the normal gravity value computed on the
 TD0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0481.degrees latitude (g = 980.6199 gals.).
 TD0481
 TD0481.The modeled gravity was interpolated from observed gravity values.
 TD0481
 TD0481;                    North         East    Units  Estimated Accuracy
 TD0481;SPC ND N     -   146,090.      813,500.      MT  (+/- 180 meters Scaled)
 TD0481
 TD0481                          SUPERSEDED SURVEY CONTROL
 TD0481
 TD0481  NGVD 29 (??/??/92)  281.713  (m)          924.25   (f) ADJ UNCH    2 0
 TD0481
 TD0481.Superseded values are not recommended for survey control.
 TD0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0481.See file dsdata.txt to determine how the superseded data were derived.
 TD0481
 TD0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU021481(NAD 83)
 TD0481_MARKER: DB = BENCH MARK DISK
 TD0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0481_STAMPING: G 418 1964
 TD0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0481+STABILITY: SURFACE MOTION
 TD0481
 TD0481  HISTORY     - Date     Condition        Report By
 TD0481  HISTORY     - 1964     MONUMENTED       CGS
 TD0481
 TD0481                          STATION DESCRIPTION
 TD0481
 TD0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0481'6.0 MI SE FROM PISEK.
 TD0481'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0481'THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 6, T 155 N, R 54
 TD0481'W, ABOUT 0.25 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, AT THE
 TD0481'JUNCTION OF A DRIVE LEADING WEST TO A CULTIVATED FIELD, 67 FEET WEST
 TD0481'OF THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET SOUTH OF THE CENTER
 TD0481'LINE OF THE DRIVE, 2 1/2 FEET EAST OF POWER POLE 59, 1.4 FEET NORTH OF
 TD0481'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TD0481'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0544 ***********************************************************************
 TE0544  DESIGNATION -  G 420
 TE0544  PID         -  TE0544
 TE0544  STATE/COUNTY-  ND/WALSH
 TE0544  USGS QUAD   -  ADAMS SE (1972)
 TE0544
 TE0544                         *CURRENT SURVEY CONTROL
 TE0544  ___________________________________________________________________
 TE0544* NAD 83(1986)-  48 18 37.     (N)    098 00 41.     (W)     SCALED    
 TE0544* NAVD 88     -       463.537  (meters)    1520.79   (feet)  ADJUSTED  
 TE0544  ___________________________________________________________________
 TE0544  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 TE0544  DYNAMIC HT  -         463.625 (meters)    1521.08  (feet)  COMP
 TE0544  MODELED GRAV-     980,787.2   (mgal)                       NAVD 88
 TE0544
 TE0544  VERT ORDER  -  SECOND    CLASS 0
 TE0544
 TE0544.The horizontal coordinates were scaled from a topographic map and have
 TE0544.an estimated accuracy of +/- 6 seconds.
 TE0544
 TE0544.The orthometric height was determined by differential leveling
 TE0544.and adjusted by the National Geodetic Survey in June 1991..
 TE0544
 TE0544.The geoid height was determined by GEOID03.
 TE0544
 TE0544.The dynamic height is computed by dividing the NAVD 88
 TE0544.geopotential number by the normal gravity value computed on the
 TE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0544.degrees latitude (g = 980.6199 gals.).
 TE0544
 TE0544.The modeled gravity was interpolated from observed gravity values.
 TE0544
 TE0544;                    North         East    Units  Estimated Accuracy
 TE0544;SPC ND N     -   148,660.      784,560.      MT  (+/- 180 meters Scaled)
 TE0544
 TE0544                          SUPERSEDED SURVEY CONTROL
 TE0544
 TE0544  NGVD 29 (??/??/92)  463.161  (m)         1519.55   (f) ADJ UNCH    2 0
 TE0544
 TE0544.Superseded values are not recommended for survey control.
 TE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0544.See file dsdata.txt to determine how the superseded data were derived.
 TE0544
 TE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU733512(NAD 83)
 TE0544_MARKER: DB = BENCH MARK DISK
 TE0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0544_STAMPING: G 420 1964
 TE0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0544+STABILITY: SURFACE MOTION
 TE0544
 TE0544  HISTORY     - Date     Condition        Report By
 TE0544  HISTORY     - 1964     MONUMENTED       CGS
 TE0544
 TE0544                          STATION DESCRIPTION
 TE0544
 TE0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0544'4.1 MI W FROM LANKIN.
 TE0544'ABOUT 4.1 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0544'ELEVATOR AT LANKIN, IN S 29, T 156 N, R 57 W, 68 FEET SOUTHEAST OF THE
 TE0544'CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A DIRT
 TE0544'ROAD LEADING NORTH, 58 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 TE0544'ROAD, 3 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 TE0544'FENCE LINE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TE0544'THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0544'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0527 ***********************************************************************
 TD0527  DESIGNATION -  G 421
 TD0527  PID         -  TD0527
 TD0527  STATE/COUNTY-  ND/WALSH
 TD0527  USGS QUAD   -  PISEK (1963)
 TD0527
 TD0527                         *CURRENT SURVEY CONTROL
 TD0527  ___________________________________________________________________
 TD0527* NAD 83(1986)-  48 15 10.     (N)    097 43 50.     (W)     SCALED    
 TD0527* NAVD 88     -       321.206  (meters)    1053.82   (feet)  ADJUSTED  
 TD0527  ___________________________________________________________________
 TD0527  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 TD0527  DYNAMIC HT  -         321.276 (meters)    1054.05  (feet)  COMP
 TD0527  MODELED GRAV-     980,820.2   (mgal)                       NAVD 88
 TD0527
 TD0527  VERT ORDER  -  SECOND    CLASS 0
 TD0527
 TD0527.The horizontal coordinates were scaled from a topographic map and have
 TD0527.an estimated accuracy of +/- 6 seconds.
 TD0527
 TD0527.The orthometric height was determined by differential leveling
 TD0527.and adjusted by the National Geodetic Survey in June 1991..
 TD0527
 TD0527.The geoid height was determined by GEOID03.
 TD0527
 TD0527.The dynamic height is computed by dividing the NAVD 88
 TD0527.geopotential number by the normal gravity value computed on the
 TD0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0527.degrees latitude (g = 980.6199 gals.).
 TD0527
 TD0527.The modeled gravity was interpolated from observed gravity values.
 TD0527
 TD0527;                    North         East    Units  Estimated Accuracy
 TD0527;SPC ND N     -   142,980.      805,600.      MT  (+/- 180 meters Scaled)
 TD0527
 TD0527                          SUPERSEDED SURVEY CONTROL
 TD0527
 TD0527  NGVD 29 (??/??/92)  320.861  (m)         1052.69   (f) ADJ UNCH    2 0
 TD0527
 TD0527.Superseded values are not recommended for survey control.
 TD0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0527.See file dsdata.txt to determine how the superseded data were derived.
 TD0527
 TD0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU942451(NAD 83)
 TD0527_MARKER: DB = BENCH MARK DISK
 TD0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0527_STAMPING: G 421 1964
 TD0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0527+STABILITY: SURFACE MOTION
 TD0527
 TD0527  HISTORY     - Date     Condition        Report By
 TD0527  HISTORY     - 1964     MONUMENTED       CGS
 TD0527
 TD0527                          STATION DESCRIPTION
 TD0527
 TD0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0527'5.2 MI SW FROM PISEK.
 TD0527'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0527'THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, IN S 8, T 155 N, R 55 W,
 TD0527'59 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 TD0527'ROAD, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 44 FEET NORTH OF
 TD0527'THE CENTER LINE OF THE ROAD LEADING WEST, 3 FEET EAST OF A POWER POLE,
 TD0527'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 TD0527'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0350 ***********************************************************************
 RQ0350  DESIGNATION -  G 43
 RQ0350  PID         -  RQ0350
 RQ0350  STATE/COUNTY-  ND/LOGAN
 RQ0350  USGS QUAD   -  GUYSON (1982)
 RQ0350
 RQ0350                         *CURRENT SURVEY CONTROL
 RQ0350  ___________________________________________________________________
 RQ0350* NAD 83(1986)-  46 17 55.     (N)    099 12 05.     (W)     SCALED    
 RQ0350* NAVD 88     -       623.581  (meters)    2045.87   (feet)  ADJUSTED  
 RQ0350  ___________________________________________________________________
 RQ0350  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 RQ0350  DYNAMIC HT  -         623.552 (meters)    2045.77  (feet)  COMP
 RQ0350  MODELED GRAV-     980,547.0   (mgal)                       NAVD 88
 RQ0350
 RQ0350  VERT ORDER  -  SECOND    CLASS 0
 RQ0350
 RQ0350.The horizontal coordinates were scaled from a topographic map and have
 RQ0350.an estimated accuracy of +/- 6 seconds.
 RQ0350
 RQ0350.The orthometric height was determined by differential leveling
 RQ0350.and adjusted by the National Geodetic Survey in June 1991..
 RQ0350
 RQ0350.The geoid height was determined by GEOID03.
 RQ0350
 RQ0350.The dynamic height is computed by dividing the NAVD 88
 RQ0350.geopotential number by the normal gravity value computed on the
 RQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0350.degrees latitude (g = 980.6199 gals.).
 RQ0350
 RQ0350.The modeled gravity was interpolated from observed gravity values.
 RQ0350
 RQ0350;                    North         East    Units  Estimated Accuracy
 RQ0350;SPC ND S     -    71,070.      700,050.      MT  (+/- 180 meters Scaled)
 RQ0350
 RQ0350                          SUPERSEDED SURVEY CONTROL
 RQ0350
 RQ0350  NGVD 29 (??/??/92)  623.139  (m)         2044.42   (f) ADJ UNCH    2 0
 RQ0350
 RQ0350.Superseded values are not recommended for survey control.
 RQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0350.See file dsdata.txt to determine how the superseded data were derived.
 RQ0350
 RQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS844272(NAD 83)
 RQ0350_MARKER: DB = BENCH MARK DISK
 RQ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0350_STAMPING: G 43 1934
 RQ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0350+STABILITY: SURFACE MOTION
 RQ0350
 RQ0350  HISTORY     - Date     Condition        Report By
 RQ0350  HISTORY     - 1934     MONUMENTED       CGS
 RQ0350  HISTORY     - 1959     GOOD             NGS
 RQ0350
 RQ0350                          STATION DESCRIPTION
 RQ0350
 RQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0350'IN GUYSON.
 RQ0350'AT GUYSON, LOGAN COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE
 RQ0350'MARIE RAILROAD, 5 POLES EAST OF THE PUBLIC-ROAD CROSSING NEAR THE
 RQ0350'STATION, ONE POLE WEST OF MILEPOST 323, OPPOSITE THE WEST END OF A
 RQ0350'LOADING PLATFORM, 37 FEET NORTH OF THE CENTERLINE OF THE TRACK, 4 FEET
 RQ0350'SOUTHEAST OF A POLE, AND LEVEL WITH THE RAIL.  NOTE-- THE MINNEAPOLIS,
 RQ0350'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0350'NOTE-- LOADING PLATFORM HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0532 ***********************************************************************
 SL0532  DESIGNATION -  G 434
 SL0532  PID         -  SL0532
 SL0532  STATE/COUNTY-  ND/TRAILL
 SL0532  USGS QUAD   -  HILLSBORO NW (1967)
 SL0532
 SL0532                         *CURRENT SURVEY CONTROL
 SL0532  ___________________________________________________________________
 SL0532* NAD 83(1986)-  47 29 50.     (N)    097 08 05.     (W)     SCALED    
 SL0532* NAVD 88     -       291.596  (meters)     956.68   (feet)  ADJUSTED  
 SL0532  ___________________________________________________________________
 SL0532  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 SL0532  DYNAMIC HT  -         291.636 (meters)     956.81  (feet)  COMP
 SL0532  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 SL0532
 SL0532  VERT ORDER  -  SECOND    CLASS 0
 SL0532
 SL0532.The horizontal coordinates were scaled from a topographic map and have
 SL0532.an estimated accuracy of +/- 6 seconds.
 SL0532
 SL0532.The orthometric height was determined by differential leveling
 SL0532.and adjusted by the National Geodetic Survey in June 1991..
 SL0532
 SL0532.The geoid height was determined by GEOID03.
 SL0532
 SL0532.The dynamic height is computed by dividing the NAVD 88
 SL0532.geopotential number by the normal gravity value computed on the
 SL0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0532.degrees latitude (g = 980.6199 gals.).
 SL0532
 SL0532.The modeled gravity was interpolated from observed gravity values.
 SL0532
 SL0532;                    North         East    Units  Estimated Accuracy
 SL0532;SPC ND N     -    60,820.      853,480.      MT  (+/- 180 meters Scaled)
 SL0532
 SL0532                          SUPERSEDED SURVEY CONTROL
 SL0532
 SL0532  NGVD 29 (??/??/92)  291.243  (m)          955.52   (f) ADJ UNCH    2 0
 SL0532
 SL0532.Superseded values are not recommended for survey control.
 SL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0532.See file dsdata.txt to determine how the superseded data were derived.
 SL0532
 SL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT404621(NAD 83)
 SL0532_MARKER: DB = BENCH MARK DISK
 SL0532_SETTING: 80 = SET IN A BOULDER
 SL0532_STAMPING: G 434 1964
 SL0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0532+STABILITY: SURFACE MOTION
 SL0532
 SL0532  HISTORY     - Date     Condition        Report By
 SL0532  HISTORY     - 1964     MONUMENTED       CGS
 SL0532  HISTORY     - 1967     GOOD             USAF
 SL0532
 SL0532                          STATION DESCRIPTION
 SL0532
 SL0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0532'3.8 MI W FROM CUMMINGS.
 SL0532'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0532'CUMMINGS, THENCE 2.6 MILES WEST ALONG STATE HIGHWAY 7, IN S 3, T 146
 SL0532'N, R 51 W, 126 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET
 SL0532'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, SET IN THE TOP OF A
 SL0532'LARGE GRANITE BOULDER, 28 1/2 FEET SOUTH OF A TELEGRAPH POLE, 4.6 FEET
 SL0532'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SL0532'PROJECTING 6 INCHES.
 SL0532
 SL0532                          STATION RECOVERY (1967)
 SL0532
 SL0532'RECOVERY NOTE BY US AIR FORCE 1967
 SL0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0908 ***********************************************************************
 SL0908  DESIGNATION -  G 435
 SL0908  PID         -  SL0908
 SL0908  STATE/COUNTY-  ND/STEELE
 SL0908  USGS QUAD   -  HATTON SW (1970)
 SL0908
 SL0908                         *CURRENT SURVEY CONTROL
 SL0908  ___________________________________________________________________
 SL0908* NAD 83(1986)-  47 32 09.     (N)    097 29 40.     (W)     SCALED    
 SL0908* NAVD 88     -       323.819  (meters)    1062.40   (feet)  ADJUSTED  
 SL0908  ___________________________________________________________________
 SL0908  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL0908  DYNAMIC HT  -         323.861 (meters)    1062.53  (feet)  COMP
 SL0908  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 SL0908
 SL0908  VERT ORDER  -  SECOND    CLASS 0
 SL0908
 SL0908.The horizontal coordinates were scaled from a topographic map and have
 SL0908.an estimated accuracy of +/- 6 seconds.
 SL0908
 SL0908.The orthometric height was determined by differential leveling
 SL0908.and adjusted by the National Geodetic Survey in June 1991..
 SL0908
 SL0908.The geoid height was determined by GEOID03.
 SL0908
 SL0908.The dynamic height is computed by dividing the NAVD 88
 SL0908.geopotential number by the normal gravity value computed on the
 SL0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0908.degrees latitude (g = 980.6199 gals.).
 SL0908
 SL0908.The modeled gravity was interpolated from observed gravity values.
 SL0908
 SL0908;                    North         East    Units  Estimated Accuracy
 SL0908;SPC ND N     -    63,990.      826,230.      MT  (+/- 180 meters Scaled)
 SL0908
 SL0908                          SUPERSEDED SURVEY CONTROL
 SL0908
 SL0908  NGVD 29 (??/??/92)  323.473  (m)         1061.26   (f) ADJ UNCH    2 0
 SL0908
 SL0908.Superseded values are not recommended for survey control.
 SL0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0908.See file dsdata.txt to determine how the superseded data were derived.
 SL0908
 SL0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT133658(NAD 83)
 SL0908_MARKER: DB = BENCH MARK DISK
 SL0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0908_STAMPING: G 435 1964
 SL0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0908+STABILITY: SURFACE MOTION
 SL0908
 SL0908  HISTORY     - Date     Condition        Report By
 SL0908  HISTORY     - 1964     MONUMENTED       CGS
 SL0908  HISTORY     - 1968     GOOD             DOD
 SL0908
 SL0908                          STATION DESCRIPTION
 SL0908
 SL0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0908'7.65 MI NW FROM PORTLAND.
 SL0908'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE
 SL0908'GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 1.0 MILE NORTH
 SL0908'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 SL0908'THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 7, IN SECTION 24, T 147 N, R
 SL0908'54 W, 1.0 MILE WEST OF THE STEELE-TRAILL COUNTY LINE, AT AN
 SL0908'INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH GRAVELED ROAD, 82 FEET
 SL0908'NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET EAST OF THE CENTER
 SL0908'LINE OF THE GRAVELED ROAD, ABOUT MIDWAY BETWEEN TWO TELEPHONE POLES,
 SL0908'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SL0908'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SL0908
 SL0908                          STATION RECOVERY (1968)
 SL0908
 SL0908'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1329 ***********************************************************************
 TE1329  DESIGNATION -  G 436
 TE1329  PID         -  TE1329
 TE1329  STATE/COUNTY-  ND/BENSON
 TE1329  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1329
 TE1329                         *CURRENT SURVEY CONTROL
 TE1329  ___________________________________________________________________
 TE1329* NAD 83(1986)-  48 21 43.     (N)    099 49 31.     (W)     SCALED    
 TE1329* NAVD 88     -       480.504  (meters)    1576.45   (feet)  ADJUSTED  
 TE1329  ___________________________________________________________________
 TE1329  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 TE1329  DYNAMIC HT  -         480.597 (meters)    1576.76  (feet)  COMP
 TE1329  MODELED GRAV-     980,789.4   (mgal)                       NAVD 88
 TE1329
 TE1329  VERT ORDER  -  FIRST     CLASS II
 TE1329
 TE1329.The horizontal coordinates were scaled from a topographic map and have
 TE1329.an estimated accuracy of +/- 6 seconds.
 TE1329
 TE1329.The orthometric height was determined by differential leveling
 TE1329.and adjusted by the National Geodetic Survey in June 1991..
 TE1329
 TE1329.The geoid height was determined by GEOID03.
 TE1329
 TE1329.The dynamic height is computed by dividing the NAVD 88
 TE1329.geopotential number by the normal gravity value computed on the
 TE1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1329.degrees latitude (g = 980.6199 gals.).
 TE1329
 TE1329.The modeled gravity was interpolated from observed gravity values.
 TE1329
 TE1329;                    North         East    Units  Estimated Accuracy
 TE1329;SPC ND N     -   151,640.      650,000.      MT  (+/- 180 meters Scaled)
 TE1329
 TE1329                          SUPERSEDED SURVEY CONTROL
 TE1329
 TE1329  NGVD 29 (??/??/92)  480.148  (m)         1575.29   (f) ADJ UNCH    1 2
 TE1329
 TE1329.Superseded values are not recommended for survey control.
 TE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1329.See file dsdata.txt to determine how the superseded data were derived.
 TE1329
 TE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU388568(NAD 83)
 TE1329_MARKER: DB = BENCH MARK DISK
 TE1329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1329_SP_SET: 48 FEET
 TE1329_STAMPING: G 436 1964
 TE1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1329
 TE1329  HISTORY     - Date     Condition        Report By
 TE1329  HISTORY     - 1964     MONUMENTED       CGS
 TE1329  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1329
 TE1329                          STATION DESCRIPTION
 TE1329
 TE1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1329'1.1 MI W FROM PLEASANT LAKE.
 TE1329'ABOUT 1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1329'AT PLEASANT LAKE, IN S 5, T 156 N, R 71 W, 18 POLES WEST OF MILEPOST
 TE1329'134, 3 POLES EAST OF A ROAD CROSSING, 61 FEET NORTH OF THE NORTH RAIL,
 TE1329'38 FEET SOUTH OF A FENCE, 6 FEET EAST OF A TELEGRAPH POLE, 1.0 FOOT
 TE1329'WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE1329'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TE1329'DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 4-INCH CAST IRON PIPE
 TE1329'WHICH PROJECTS 4 INCHES.
 TE1329
 TE1329                          STATION RECOVERY (1982)
 TE1329
 TE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1329'NOT RECOVERED, NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0186 ***********************************************************************
 TF0186  DESIGNATION -  G 437
 TF0186  PID         -  TF0186
 TF0186  STATE/COUNTY-  ND/MCHENRY
 TF0186  USGS QUAD   -  TOWNER SE (1954)
 TF0186
 TF0186                         *CURRENT SURVEY CONTROL
 TF0186  ___________________________________________________________________
 TF0186* NAD 83(1986)-  48 21 12.     (N)    100 22 01.     (W)     SCALED    
 TF0186* NAVD 88     -       450.259  (meters)    1477.22   (feet)  ADJUSTED  
 TF0186  ___________________________________________________________________
 TF0186  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 TF0186  DYNAMIC HT  -         450.351 (meters)    1477.53  (feet)  COMP
 TF0186  MODELED GRAV-     980,801.4   (mgal)                       NAVD 88
 TF0186
 TF0186  VERT ORDER  -  FIRST     CLASS II
 TF0186
 TF0186.The horizontal coordinates were scaled from a topographic map and have
 TF0186.an estimated accuracy of +/- 6 seconds.
 TF0186
 TF0186.The orthometric height was determined by differential leveling
 TF0186.and adjusted by the National Geodetic Survey in June 1991..
 TF0186
 TF0186.The geoid height was determined by GEOID03.
 TF0186
 TF0186.The dynamic height is computed by dividing the NAVD 88
 TF0186.geopotential number by the normal gravity value computed on the
 TF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0186.degrees latitude (g = 980.6199 gals.).
 TF0186
 TF0186.The modeled gravity was interpolated from observed gravity values.
 TF0186
 TF0186;                    North         East    Units  Estimated Accuracy
 TF0186;SPC ND N     -   150,480.      609,860.      MT  (+/- 180 meters Scaled)
 TF0186
 TF0186                          SUPERSEDED SURVEY CONTROL
 TF0186
 TF0186  NGVD 29 (??/??/92)  449.891  (m)         1476.02   (f) ADJ UNCH    1 2
 TF0186
 TF0186.Superseded values are not recommended for survey control.
 TF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0186.See file dsdata.txt to determine how the superseded data were derived.
 TF0186
 TF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU987564(NAD 83)
 TF0186_MARKER: DB = BENCH MARK DISK
 TF0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0186_STAMPING: G 437 1964
 TF0186_MARK LOGO: CGS   
 TF0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0186+STABILITY: SURFACE MOTION
 TF0186
 TF0186  HISTORY     - Date     Condition        Report By
 TF0186  HISTORY     - 1964     MONUMENTED       CGS
 TF0186  HISTORY     - 1978     GOOD             NGS
 TF0186  HISTORY     - 1982     GOOD             NGS
 TF0186
 TF0186                          STATION DESCRIPTION
 TF0186
 TF0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0186'1.9 MI E FROM TOWNER.
 TF0186'ABOUT 1.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0186'AT TOWNER, IN S 7, T 156 N, R 75 W, 70 FEET NORTHEAST OF THE FIRST
 TF0186'POLE EAST OF A ROAD CROSSING, 96 FEET NORTH OF THE NORTH RAIL, 74 FEET
 TF0186'EAST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 1.5 FEET
 TF0186'WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 TF0186'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TF0186
 TF0186                          STATION RECOVERY (1978)
 TF0186
 TF0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TF0186'RECOVERED IN GOOD CONDITION.
 TF0186
 TF0186                          STATION RECOVERY (1982)
 TF0186
 TF0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0186'RECOVERED THIS DATE.  NOTE, 3.5 KM (2.15 MI) EAST ALONG U.S. HIGHWAY
 TF0186'2 FROM THE JUNCTION OF STATE ROUTE 14 NORTH IN TOWNER, AT A DIRT ROAD
 TF0186'CROSSING THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1372 ***********************************************************************
 TE1372  DESIGNATION -  G 438
 TE1372  PID         -  TE1372
 TE1372  STATE/COUNTY-  ND/PIERCE
 TE1372  USGS QUAD   -  RUGBY (1980)
 TE1372
 TE1372                         *CURRENT SURVEY CONTROL
 TE1372  ___________________________________________________________________
 TE1372* NAD 83(1986)-  48 16 56.     (N)    099 59 54.     (W)     SCALED    
 TE1372* NAVD 88     -       468.663  (meters)    1537.61   (feet)  ADJUSTED  
 TE1372  ___________________________________________________________________
 TE1372  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TE1372  DYNAMIC HT  -         468.752 (meters)    1537.90  (feet)  COMP
 TE1372  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TE1372
 TE1372  VERT ORDER  -  SECOND    CLASS 0
 TE1372
 TE1372.The horizontal coordinates were scaled from a topographic map and have
 TE1372.an estimated accuracy of +/- 6 seconds.
 TE1372
 TE1372.The orthometric height was determined by differential leveling
 TE1372.and adjusted by the National Geodetic Survey in June 1991..
 TE1372
 TE1372.The geoid height was determined by GEOID03.
 TE1372
 TE1372.The dynamic height is computed by dividing the NAVD 88
 TE1372.geopotential number by the normal gravity value computed on the
 TE1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1372.degrees latitude (g = 980.6199 gals.).
 TE1372
 TE1372.The modeled gravity was interpolated from observed gravity values.
 TE1372
 TE1372;                    North         East    Units  Estimated Accuracy
 TE1372;SPC ND N     -   142,680.      637,230.      MT  (+/- 180 meters Scaled)
 TE1372
 TE1372                          SUPERSEDED SURVEY CONTROL
 TE1372
 TE1372  NGVD 29 (??/??/92)  468.304  (m)         1536.43   (f) ADJ UNCH    2 0
 TE1372
 TE1372.Superseded values are not recommended for survey control.
 TE1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1372.See file dsdata.txt to determine how the superseded data were derived.
 TE1372
 TE1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU259481(NAD 83)
 TE1372_MARKER: DB = BENCH MARK DISK
 TE1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1372_STAMPING: G 438 1964
 TE1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1372+STABILITY: SURFACE MOTION
 TE1372
 TE1372  HISTORY     - Date     Condition        Report By
 TE1372  HISTORY     - 1964     MONUMENTED       CGS
 TE1372
 TE1372                          STATION DESCRIPTION
 TE1372
 TE1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1372'6.15 MI S FROM RUGBY.
 TE1372'ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1372'AT RUGBY, THENCE 6.0 MILES SOUTH ALONG STATE HIGHWAY 3, IN SECTION 2,
 TE1372'T 155 N, R 73 W, AT A ROAD INTERSETION, 101 FEET WEST OF THE CENTER
 TE1372'LINE OF THE HIGHWAY, 145 FEET SOUTH OF THE CENTER LINE OF THE
 TE1372'EAST-WEST ROAD, 40 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE
 TE1372'ENCLOSING SOME POWER TRANSFORMERS, 4 FEET NORTH OF A POWER POLE, 2
 TE1372'FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4
 TE1372'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TE1372'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0176 ***********************************************************************
 RQ0176  DESIGNATION -  G 44
 RQ0176  PID         -  RQ0176
 RQ0176  STATE/COUNTY-  ND/DICKEY
 RQ0176  USGS QUAD   -  MONANGO (1982)
 RQ0176
 RQ0176                         *CURRENT SURVEY CONTROL
 RQ0176  ___________________________________________________________________
 RQ0176* NAD 83(1986)-  46 09 34.     (N)    098 35 55.     (W)     SCALED    
 RQ0176* NAVD 88     -       456.139  (meters)    1496.52   (feet)  ADJUSTED  
 RQ0176  ___________________________________________________________________
 RQ0176  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 RQ0176  DYNAMIC HT  -         456.133 (meters)    1496.50  (feet)  COMP
 RQ0176  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 RQ0176
 RQ0176  VERT ORDER  -  SECOND    CLASS 0
 RQ0176
 RQ0176.The horizontal coordinates were scaled from a topographic map and have
 RQ0176.an estimated accuracy of +/- 6 seconds.
 RQ0176
 RQ0176.The orthometric height was determined by differential leveling
 RQ0176.and adjusted by the National Geodetic Survey in June 1991..
 RQ0176
 RQ0176.The geoid height was determined by GEOID03.
 RQ0176
 RQ0176.The dynamic height is computed by dividing the NAVD 88
 RQ0176.geopotential number by the normal gravity value computed on the
 RQ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0176.degrees latitude (g = 980.6199 gals.).
 RQ0176
 RQ0176.The modeled gravity was interpolated from observed gravity values.
 RQ0176
 RQ0176;                    North         East    Units  Estimated Accuracy
 RQ0176;SPC ND S     -    56,550.      746,850.      MT  (+/- 180 meters Scaled)
 RQ0176
 RQ0176                          SUPERSEDED SURVEY CONTROL
 RQ0176
 RQ0176  NGVD 29 (??/??/92)  455.769  (m)         1495.30   (f) ADJ UNCH    2 0
 RQ0176
 RQ0176.Superseded values are not recommended for survey control.
 RQ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0176.See file dsdata.txt to determine how the superseded data were derived.
 RQ0176
 RQ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS309118(NAD 83)
 RQ0176_MARKER: DB = BENCH MARK DISK
 RQ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0176_STAMPING: G 44 1934
 RQ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0176+STABILITY: SURFACE MOTION
 RQ0176
 RQ0176  HISTORY     - Date     Condition        Report By
 RQ0176  HISTORY     - 1934     MONUMENTED       CGS
 RQ0176  HISTORY     - 1938     GOOD             NGS
 RQ0176  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0176
 RQ0176                          STATION DESCRIPTION
 RQ0176
 RQ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0176'1.9 MI SW FROM MONANGO.
 RQ0176'1.4 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RQ0176'RAILROAD FROM THE KEYSTONE PUBLIC SCHOOL AT MONANGO, DICKEY COUNTY,
 RQ0176'THENCE 0.5 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0176'MARIE RAILROAD.  ONE POLE WEST THENCE ACROSS THE TRACK FROM MILEPOST
 RQ0176'289, 33 FEET SOUTH OF A RAIL REST, 48 FEET SOUTH OF THE CENTERLINE OF
 RQ0176'THE TRACK, 3 FEET NORTH OF A FENCE, AND ABOUT 4 FEET LOWER THAN THE
 RQ0176'RAIL.  A STANDARD DISK, STAMPED G 44 1934 AND SET IN THE TOP OF A
 RQ0176'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0176'RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0176
 RQ0176                          STATION RECOVERY (1938)
 RQ0176
 RQ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 RQ0176'RECOVERED IN GOOD CONDITION.
 RQ0176
 RQ0176                          STATION RECOVERY (1977)
 RQ0176
 RQ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0600 ***********************************************************************
 SL0600  DESIGNATION -  G 441
 SL0600  PID         -  SL0600
 SL0600  STATE/COUNTY-  ND/STEELE
 SL0600  USGS QUAD   -  HOPE (1968)
 SL0600
 SL0600                         *CURRENT SURVEY CONTROL
 SL0600  ___________________________________________________________________
 SL0600* NAD 83(1986)-  47 15 15.     (N)    097 39 56.     (W)     SCALED    
 SL0600* NAVD 88     -       362.325  (meters)    1188.73   (feet)  ADJUSTED  
 SL0600  ___________________________________________________________________
 SL0600  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL0600  DYNAMIC HT  -         362.371 (meters)    1188.88  (feet)  COMP
 SL0600  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SL0600
 SL0600  VERT ORDER  -  SECOND    CLASS 0
 SL0600
 SL0600.The horizontal coordinates were scaled from a topographic map and have
 SL0600.an estimated accuracy of +/- 6 seconds.
 SL0600
 SL0600.The orthometric height was determined by differential leveling
 SL0600.and adjusted by the National Geodetic Survey in June 1991..
 SL0600
 SL0600.The geoid height was determined by GEOID03.
 SL0600
 SL0600.The dynamic height is computed by dividing the NAVD 88
 SL0600.geopotential number by the normal gravity value computed on the
 SL0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0600.degrees latitude (g = 980.6199 gals.).
 SL0600
 SL0600.The modeled gravity was interpolated from observed gravity values.
 SL0600
 SL0600;                    North         East    Units  Estimated Accuracy
 SL0600;SPC ND N     -    32,210.      814,510.      MT  (+/- 180 meters Scaled)
 SL0600
 SL0600                          SUPERSEDED SURVEY CONTROL
 SL0600
 SL0600  NGVD 29 (??/??/92)  361.983  (m)         1187.61   (f) ADJ UNCH    2 0
 SL0600
 SL0600.Superseded values are not recommended for survey control.
 SL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0600.See file dsdata.txt to determine how the superseded data were derived.
 SL0600
 SL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT009342(NAD 83)
 SL0600_MARKER: DB = BENCH MARK DISK
 SL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0600_STAMPING: G 441 1964
 SL0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0600+STABILITY: SURFACE MOTION
 SL0600
 SL0600  HISTORY     - Date     Condition        Report By
 SL0600  HISTORY     - 1964     MONUMENTED       CGS
 SL0600  HISTORY     - 1968     GOOD             DOD
 SL0600
 SL0600                          STATION DESCRIPTION
 SL0600
 SL0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0600'0.9 MI NW FROM COLGATE.
 SL0600'0.9 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0600'AT COLGATE, AT A PUBLIC ROAD CROSSING, IN SECTION 29, R 55 W, T 144 N,
 SL0600'100 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 38, 11
 SL0600'TELEPHONE POLES SOUTHEAST OF MILEPOLE 34, 106 FEET WEST OF THE CENTER
 SL0600'LINE OF THE ROAD CROSSING THE MAIN TRACK, 48 FEET SOUTHWEST OF THE
 SL0600'SOUTHWEST RAIL, 6 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET SOUTHEAST
 SL0600'OF A CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT BELOW THE LEVEL OF TRACK,
 SL0600'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 SL0600'OF THE GROUND.
 SL0600
 SL0600                          STATION RECOVERY (1968)
 SL0600
 SL0600'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0653 ***********************************************************************
 SL0653  DESIGNATION -  G 442
 SL0653  PID         -  SL0653
 SL0653  STATE/COUNTY-  ND/STEELE
 SL0653  USGS QUAD   -  LUVERNE (1967)
 SL0653
 SL0653                         *CURRENT SURVEY CONTROL
 SL0653  ___________________________________________________________________
 SL0653* NAD 83(1986)-  47 19 33.     (N)    097 56 29.     (W)     SCALED    
 SL0653* NAVD 88     -       462.662  (meters)    1517.92   (feet)  ADJUSTED  
 SL0653  ___________________________________________________________________
 SL0653  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0653  DYNAMIC HT  -         462.703 (meters)    1518.05  (feet)  COMP
 SL0653  MODELED GRAV-     980,686.8   (mgal)                       NAVD 88
 SL0653
 SL0653  VERT ORDER  -  SECOND    CLASS 0
 SL0653
 SL0653.The horizontal coordinates were scaled from a topographic map and have
 SL0653.an estimated accuracy of +/- 6 seconds.
 SL0653
 SL0653.The orthometric height was determined by differential leveling
 SL0653.and adjusted by the National Geodetic Survey in June 1991..
 SL0653
 SL0653.The geoid height was determined by GEOID03.
 SL0653
 SL0653.The dynamic height is computed by dividing the NAVD 88
 SL0653.geopotential number by the normal gravity value computed on the
 SL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0653.degrees latitude (g = 980.6199 gals.).
 SL0653
 SL0653.The modeled gravity was interpolated from observed gravity values.
 SL0653
 SL0653;                    North         East    Units  Estimated Accuracy
 SL0653;SPC ND N     -    39,440.      793,380.      MT  (+/- 180 meters Scaled)
 SL0653
 SL0653                          SUPERSEDED SURVEY CONTROL
 SL0653
 SL0653  NGVD 29 (??/??/92)  462.296  (m)         1516.72   (f) ADJ UNCH    2 0
 SL0653
 SL0653.Superseded values are not recommended for survey control.
 SL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0653.See file dsdata.txt to determine how the superseded data were derived.
 SL0653
 SL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT799419(NAD 83)
 SL0653_MARKER: DB = BENCH MARK DISK
 SL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0653_STAMPING: G 442 1964
 SL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0653+STABILITY: SURFACE MOTION
 SL0653
 SL0653  HISTORY     - Date     Condition        Report By
 SL0653  HISTORY     - 1964     MONUMENTED       CGS
 SL0653
 SL0653                          STATION DESCRIPTION
 SL0653
 SL0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0653'5.2 MI N FROM LUVERNE.
 SL0653'5.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0653'NORTHERN RAILWAY AT LUVERNE, AT THE JUNCTION OF STATE HIGHWAY 38, 78
 SL0653'FEET NORTHEAST OF THE APPROXIMATE CENTER OF JUNCTION, 43 FEET NORTH OF
 SL0653'THE CENTER LINE OF THE HIGHWAY, IN SECTION 33, R 57 W, T 144 N, 169
 SL0653'FEET EAST OF TELEPHONE UNDERGROUND CABLE OUTLET NO. LP 36, 66 FEET
 SL0653'EAST OF THE CENTER LINE OF A DRIVEWAY TO OPEN FIELD, 2.3 FEET EAST OF
 SL0653'A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 SL0653'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 SL0653'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0660 ***********************************************************************
 SL0660  DESIGNATION -  G 443
 SL0660  PID         -  SL0660
 SL0660  STATE/COUNTY-  ND/STEELE
 SL0660  USGS QUAD   -  SIBLEY (1967)
 SL0660
 SL0660                         *CURRENT SURVEY CONTROL
 SL0660  ___________________________________________________________________
 SL0660* NAD 83(1986)-  47 14 26.     (N)    097 55 45.     (W)     SCALED    
 SL0660* NAVD 88     -       433.428  (meters)    1422.01   (feet)  ADJUSTED  
 SL0660  ___________________________________________________________________
 SL0660  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 SL0660  DYNAMIC HT  -         433.462 (meters)    1422.12  (feet)  COMP
 SL0660  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 SL0660
 SL0660  VERT ORDER  -  SECOND    CLASS 0
 SL0660
 SL0660.The horizontal coordinates were scaled from a topographic map and have
 SL0660.an estimated accuracy of +/- 6 seconds.
 SL0660
 SL0660.The orthometric height was determined by differential leveling
 SL0660.and adjusted by the National Geodetic Survey in June 1991..
 SL0660
 SL0660.The geoid height was determined by GEOID03.
 SL0660
 SL0660.The dynamic height is computed by dividing the NAVD 88
 SL0660.geopotential number by the normal gravity value computed on the
 SL0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0660.degrees latitude (g = 980.6199 gals.).
 SL0660
 SL0660.The modeled gravity was interpolated from observed gravity values.
 SL0660
 SL0660;                    North         East    Units  Estimated Accuracy
 SL0660;SPC ND N     -    30,000.      794,620.      MT  (+/- 180 meters Scaled)
 SL0660
 SL0660                          SUPERSEDED SURVEY CONTROL
 SL0660
 SL0660  NGVD 29 (??/??/92)  433.065  (m)         1420.81   (f) ADJ UNCH    2 0
 SL0660
 SL0660.Superseded values are not recommended for survey control.
 SL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0660.See file dsdata.txt to determine how the superseded data were derived.
 SL0660
 SL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT810324(NAD 83)
 SL0660_MARKER: DB = BENCH MARK DISK
 SL0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0660_STAMPING: G 443 1964
 SL0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0660+STABILITY: SURFACE MOTION
 SL0660
 SL0660  HISTORY     - Date     Condition        Report By
 SL0660  HISTORY     - 1964     MONUMENTED       CGS
 SL0660  HISTORY     - 1983     GOOD             LOCSUR
 SL0660
 SL0660                          STATION DESCRIPTION
 SL0660
 SL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0660'1.0 MI SE FROM LUVERNE.
 SL0660'1.0 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE
 SL0660'GREAT NORTHERN RAILWAY AT LUVERNE, IN SECTION 32, R 57 W, T 144 N,
 SL0660'NEAR THE STEELE-BARNES COUNTY LINE, NEAR THE CENTER OF A TRIANGLE
 SL0660'FORMED BY ROAD JUNCTION, 62 FEET EAST OF THE CENTER LINE OF
 SL0660'NORTH-SOUTH ROAD, 46 FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD
 SL0660'WHICH IS THE COUNTY LINE, 94 FEET SOUTHWEST OF THE CENTER LINE OF A
 SL0660'ROAD ON THE NORTHEAST SIDE OF TRIANGLE, 2 1/2 FEET EAST OF A POWER
 SL0660'LINE POLE, 2.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0660'COUNTY LINE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0660'INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0660
 SL0660                          STATION RECOVERY (1983)
 SL0660
 SL0660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SL0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0696 ***********************************************************************
 SL0696  DESIGNATION -  G 444
 SL0696  PID         -  SL0696
 SL0696  STATE/COUNTY-  ND/GRIGGS
 SL0696  USGS QUAD   -  LUVERNE (1967)
 SL0696
 SL0696                         *CURRENT SURVEY CONTROL
 SL0696  ___________________________________________________________________
 SL0696* NAD 83(1986)-  47 18 47.     (N)    097 57 38.     (W)     SCALED    
 SL0696* NAVD 88     -       453.679  (meters)    1488.45   (feet)  ADJUSTED  
 SL0696  ___________________________________________________________________
 SL0696  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 SL0696  DYNAMIC HT  -         453.718 (meters)    1488.57  (feet)  COMP
 SL0696  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 SL0696
 SL0696  VERT ORDER  -  SECOND    CLASS 0
 SL0696
 SL0696.The horizontal coordinates were scaled from a topographic map and have
 SL0696.an estimated accuracy of +/- 6 seconds.
 SL0696
 SL0696.The orthometric height was determined by differential leveling
 SL0696.and adjusted by the National Geodetic Survey in June 1991..
 SL0696
 SL0696.The geoid height was determined by GEOID03.
 SL0696
 SL0696.The dynamic height is computed by dividing the NAVD 88
 SL0696.geopotential number by the normal gravity value computed on the
 SL0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0696.degrees latitude (g = 980.6199 gals.).
 SL0696
 SL0696.The modeled gravity was interpolated from observed gravity values.
 SL0696
 SL0696;                    North         East    Units  Estimated Accuracy
 SL0696;SPC ND N     -    37,970.      791,980.      MT  (+/- 180 meters Scaled)
 SL0696
 SL0696                          SUPERSEDED SURVEY CONTROL
 SL0696
 SL0696  NGVD 29 (??/??/92)  453.315  (m)         1487.25   (f) ADJ UNCH    2 0
 SL0696
 SL0696.Superseded values are not recommended for survey control.
 SL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0696.See file dsdata.txt to determine how the superseded data were derived.
 SL0696
 SL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT785404(NAD 83)
 SL0696_MARKER: DB = BENCH MARK DISK
 SL0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0696_STAMPING: G 444 1964
 SL0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0696+STABILITY: SURFACE MOTION
 SL0696
 SL0696  HISTORY     - Date     Condition        Report By
 SL0696  HISTORY     - 1964     MONUMENTED       CGS
 SL0696
 SL0696                          STATION DESCRIPTION
 SL0696
 SL0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0696'5.2 MI NW FROM LUVERNE.
 SL0696'4.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0696'NORTHERN RAILWAY AT LUVERNE, IN SECTION 1, R 58 W, T 144 N, NEAR THE
 SL0696'GRIGGS-STEELE COUNTY LINE, AT A ROAD INTERSECTION, 79 FEET NORTHWEST
 SL0696'OF THE APPROXIMATE CENTER OF THE JUNCTION, 64 FEET NORTH OF THE CENTER
 SL0696'LINE OF THE EASTWEST ROAD, 44 FEET WEST OF THE CENTER LINE OF THE
 SL0696'NORTH-SOUTH ROAD, 35.5 FEET NORTHWEST OF THE WEST END OF AN 18-INCH
 SL0696'PIPE CULVERT UNDER THE NORTH-SOUTH ROAD, 3 1/2 FEET SOUTHWEST OF A
 SL0696'TELEPHONE POLE, 2 FEET SOUTH OF A FENCE LINE, 2.2 FEET EAST OF A METAL
 SL0696'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, SET IN THE
 SL0696'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 SL0696'GROUND.  NOTE-- MARK MAY BE REACHED BY GOING 10.6 MILES EAST ALONG A
 SL0696'GRAVELED ROAD FROM THE POST OFFICE AT HANNAFORD, (GRIGGS COUNTY),
 SL0696'NORTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0014 ***********************************************************************
 TE0014  DESIGNATION -  G 445
 TE0014  PID         -  TE0014
 TE0014  STATE/COUNTY-  ND/CAVALIER
 TE0014  USGS QUAD   -  MAIDA (1967)
 TE0014
 TE0014                         *CURRENT SURVEY CONTROL
 TE0014  ___________________________________________________________________
 TE0014* NAD 83(1986)-  48 53 30.     (N)    098 19 40.     (W)     SCALED    
 TE0014* NAVD 88     -       483.399  (meters)    1585.95   (feet)  ADJUSTED  
 TE0014  ___________________________________________________________________
 TE0014  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 TE0014  DYNAMIC HT  -         483.514 (meters)    1586.33  (feet)  COMP
 TE0014  MODELED GRAV-     980,830.7   (mgal)                       NAVD 88
 TE0014
 TE0014  VERT ORDER  -  SECOND    CLASS 0
 TE0014
 TE0014.The horizontal coordinates were scaled from a topographic map and have
 TE0014.an estimated accuracy of +/- 6 seconds.
 TE0014
 TE0014.The orthometric height was determined by differential leveling
 TE0014.and adjusted by the National Geodetic Survey in June 1991..
 TE0014
 TE0014.The geoid height was determined by GEOID03.
 TE0014
 TE0014.The dynamic height is computed by dividing the NAVD 88
 TE0014.geopotential number by the normal gravity value computed on the
 TE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0014.degrees latitude (g = 980.6199 gals.).
 TE0014
 TE0014.The modeled gravity was interpolated from observed gravity values.
 TE0014
 TE0014;                    North         East    Units  Estimated Accuracy
 TE0014;SPC ND N     -   212,580.      759,270.      MT  (+/- 180 meters Scaled)
 TE0014
 TE0014                          SUPERSEDED SURVEY CONTROL
 TE0014
 TE0014  NGVD 29 (??/??/92)  483.021  (m)         1584.71   (f) ADJ UNCH    2 0
 TE0014
 TE0014.Superseded values are not recommended for survey control.
 TE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0014.See file dsdata.txt to determine how the superseded data were derived.
 TE0014
 TE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV492156(NAD 83)
 TE0014_MARKER: DB = BENCH MARK DISK
 TE0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0014_STAMPING: G 445 1964
 TE0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0014+STABILITY: SURFACE MOTION
 TE0014
 TE0014  HISTORY     - Date     Condition        Report By
 TE0014  HISTORY     - 1964     MONUMENTED       CGS
 TE0014
 TE0014                          STATION DESCRIPTION
 TE0014
 TE0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0014'9.1 MI SE FROM MAIDA.
 TE0014'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0014'MAIDA, THENCE 1.7 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 31, R
 TE0014'59 W, T 163 N, 0.3 MILE WEST OF A ROAD INTERSECTION, 99 FEET NORTH OF
 TE0014'THE CENTER LINE OF THE EAST-WEST ROAD, 2.0 FEET SOUTH OF A FENCE
 TE0014'CORNER, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0014'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TE0014'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0625 ***********************************************************************
 RP0625  DESIGNATION -  G 446
 RP0625  PID         -  RP0625
 RP0625  STATE/COUNTY-  ND/BARNES
 RP0625  USGS QUAD   -  ORISKA (1971)
 RP0625
 RP0625                         *CURRENT SURVEY CONTROL
 RP0625  ___________________________________________________________________
 RP0625* NAD 83(1986)-  46 56 57.     (N)    097 47 14.     (W)     SCALED    
 RP0625* NAVD 88     -       385.716  (meters)    1265.47   (feet)  ADJUSTED  
 RP0625  ___________________________________________________________________
 RP0625  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RP0625  DYNAMIC HT  -         385.747 (meters)    1265.57  (feet)  COMP
 RP0625  MODELED GRAV-     980,683.3   (mgal)                       NAVD 88
 RP0625
 RP0625  VERT ORDER  -  SECOND    CLASS 0
 RP0625
 RP0625.The horizontal coordinates were scaled from a topographic map and have
 RP0625.an estimated accuracy of +/- 6 seconds.
 RP0625
 RP0625.The orthometric height was determined by differential leveling
 RP0625.and adjusted by the National Geodetic Survey in June 1991..
 RP0625
 RP0625.The geoid height was determined by GEOID03.
 RP0625
 RP0625.The dynamic height is computed by dividing the NAVD 88
 RP0625.geopotential number by the normal gravity value computed on the
 RP0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0625.degrees latitude (g = 980.6199 gals.).
 RP0625
 RP0625.The modeled gravity was interpolated from observed gravity values.
 RP0625
 RP0625;                    North         East    Units  Estimated Accuracy
 RP0625;SPC ND S     -   146,120.      806,470.      MT  (+/- 180 meters Scaled)
 RP0625
 RP0625                          SUPERSEDED SURVEY CONTROL
 RP0625
 RP0625  NGVD 29 (??/??/92)  385.366  (m)         1264.32   (f) ADJ UNCH    2 0
 RP0625
 RP0625.Superseded values are not recommended for survey control.
 RP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0625.See file dsdata.txt to determine how the superseded data were derived.
 RP0625
 RP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT922002(NAD 83)
 RP0625_MARKER: DB = BENCH MARK DISK
 RP0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0625_STAMPING: G 446 1964
 RP0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0625+STABILITY: SURFACE MOTION
 RP0625
 RP0625  HISTORY     - Date     Condition        Report By
 RP0625  HISTORY     - 1964     MONUMENTED       CGS
 RP0625  HISTORY     - 1967     GOOD             DOD
 RP0625  HISTORY     - 1982     GOOD             NGS
 RP0625
 RP0625                          STATION DESCRIPTION
 RP0625
 RP0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0625'1.1 MI N FROM ORISKA.
 RP0625'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 RP0625'NORTHERN PACIFIC RAILWAY AT ORISKA, NEAR A ROAD INTERSECTION, IN
 RP0625'SECTION 7, R 56 W, T 140 N, 101 FEET WEST OF THE CENTER LINE OF THE
 RP0625'HIGHWAY, 52 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED
 RP0625'ROAD, 36 FEET NORTHEAST OF THE EAST END OF 18-INCH PIPE CULVERT UNDER
 RP0625'A DRIVEWAY TO FIELD, 2 1/2 FEET SOUTH OF A POWER LINE POLE, 3 FEET
 RP0625'SOUTH OF A METAL WITNESS POST, 4 1/2 FEET BELOW THE LEVEL OF THE
 RP0625'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RP0625
 RP0625                          STATION RECOVERY (1967)
 RP0625
 RP0625'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0625'RECOVERED IN GOOD CONDITION.
 RP0625
 RP0625                          STATION RECOVERY (1982)
 RP0625
 RP0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0582 ***********************************************************************
 SL0582  DESIGNATION -  G 447
 SL0582  PID         -  SL0582
 SL0582  STATE/COUNTY-  ND/CASS
 SL0582  USGS QUAD   -  PAGE SE (1967)
 SL0582
 SL0582                         *CURRENT SURVEY CONTROL
 SL0582  ___________________________________________________________________
 SL0582* NAD 83(1986)-  47 05 39.     (N)    097 34 43.     (W)     SCALED    
 SL0582* NAVD 88     -       355.503  (meters)    1166.35   (feet)  ADJUSTED  
 SL0582  ___________________________________________________________________
 SL0582  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 SL0582  DYNAMIC HT  -         355.539 (meters)    1166.46  (feet)  COMP
 SL0582  MODELED GRAV-     980,701.8   (mgal)                       NAVD 88
 SL0582
 SL0582  VERT ORDER  -  SECOND    CLASS 0
 SL0582
 SL0582.The horizontal coordinates were scaled from a topographic map and have
 SL0582.an estimated accuracy of +/- 6 seconds.
 SL0582
 SL0582.The orthometric height was determined by differential leveling
 SL0582.and adjusted by the National Geodetic Survey in June 1991..
 SL0582
 SL0582.The geoid height was determined by GEOID03.
 SL0582
 SL0582.The dynamic height is computed by dividing the NAVD 88
 SL0582.geopotential number by the normal gravity value computed on the
 SL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0582.degrees latitude (g = 980.6199 gals.).
 SL0582
 SL0582.The modeled gravity was interpolated from observed gravity values.
 SL0582
 SL0582;                    North         East    Units  Estimated Accuracy
 SL0582;SPC ND S     -   162,800.      821,740.      MT  (+/- 180 meters Scaled)
 SL0582
 SL0582                          SUPERSEDED SURVEY CONTROL
 SL0582
 SL0582  NGVD 29 (??/??/92)  355.158  (m)         1165.21   (f) ADJ UNCH    2 0
 SL0582
 SL0582.Superseded values are not recommended for survey control.
 SL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0582.See file dsdata.txt to determine how the superseded data were derived.
 SL0582
 SL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT078166(NAD 83)
 SL0582_MARKER: DB = BENCH MARK DISK
 SL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0582_STAMPING: G 447 1964
 SL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0582+STABILITY: SURFACE MOTION
 SL0582
 SL0582  HISTORY     - Date     Condition        Report By
 SL0582  HISTORY     - 1964     MONUMENTED       CGS
 SL0582
 SL0582                          STATION DESCRIPTION
 SL0582
 SL0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0582'4.4 MI S FROM PAGE.
 SL0582'4.4 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY
 SL0582'STATION AT PAGE, AT A ROAD INTERSECTION, IN SECTION 30, R 54 W, 142 N,
 SL0582'98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET SOUTH OF THE
 SL0582'CENTER LINE OF THE EASTWEST ROAD, 139 FEET SOUTHEAST OF THE
 SL0582'APPROXIMATE CENTER OF THE INTERSECTION, 2 FEET WEST OF A 4-BY-4-INCH
 SL0582'WHITE WOODEN WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 SL0582'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 SL0582'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0769 ***********************************************************************
 SL0769  DESIGNATION -  G 448
 SL0769  PID         -  SL0769
 SL0769  STATE/COUNTY-  ND/CASS
 SL0769  USGS QUAD   -  PAGE (1967)
 SL0769
 SL0769                         *CURRENT SURVEY CONTROL
 SL0769  ___________________________________________________________________
 SL0769* NAD 83(1986)-  47 11 45.     (N)    097 37 16.     (W)     SCALED    
 SL0769* NAVD 88     -       354.971  (meters)    1164.60   (feet)  ADJUSTED  
 SL0769  ___________________________________________________________________
 SL0769  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 SL0769  DYNAMIC HT  -         355.013 (meters)    1164.74  (feet)  COMP
 SL0769  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 SL0769
 SL0769  VERT ORDER  -  SECOND    CLASS 0
 SL0769
 SL0769.The horizontal coordinates were scaled from a topographic map and have
 SL0769.an estimated accuracy of +/- 6 seconds.
 SL0769
 SL0769.The orthometric height was determined by differential leveling
 SL0769.and adjusted by the National Geodetic Survey in June 1991..
 SL0769
 SL0769.The geoid height was determined by GEOID03.
 SL0769
 SL0769.The dynamic height is computed by dividing the NAVD 88
 SL0769.geopotential number by the normal gravity value computed on the
 SL0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0769.degrees latitude (g = 980.6199 gals.).
 SL0769
 SL0769.The modeled gravity was interpolated from observed gravity values.
 SL0769
 SL0769;                    North         East    Units  Estimated Accuracy
 SL0769;SPC ND S     -   173,980.      818,100.      MT  (+/- 180 meters Scaled)
 SL0769
 SL0769                          SUPERSEDED SURVEY CONTROL
 SL0769
 SL0769  NGVD 29 (??/??/92)  354.630  (m)         1163.48   (f) ADJ UNCH    2 0
 SL0769
 SL0769.Superseded values are not recommended for survey control.
 SL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0769.See file dsdata.txt to determine how the superseded data were derived.
 SL0769
 SL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT044278(NAD 83)
 SL0769_MARKER: DB = BENCH MARK DISK
 SL0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0769_STAMPING: G 448 1964
 SL0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0769+STABILITY: SURFACE MOTION
 SL0769
 SL0769  HISTORY     - Date     Condition        Report By
 SL0769  HISTORY     - 1964     MONUMENTED       CGS
 SL0769
 SL0769                          STATION DESCRIPTION
 SL0769
 SL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0769'3.6 MI NW FROM PAGE.
 SL0769'3.05 MILES NORTHWEST ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN
 SL0769'RAILWAY STATION AT PAGE, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD,
 SL0769'NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION 15, R 55 W, T
 SL0769'143 N, 52 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 53 FEET
 SL0769'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 78 FEET NORTHWEST OF
 SL0769'THE APPROXIMATE CENTER OF THE INTERSECTION, 2 1/2 FEET EAST OF A POWER
 SL0769'LINE POLE, 2 FEET WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL
 SL0769'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 SL0769'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0592 ***********************************************************************
 SL0592  DESIGNATION -  G 449
 SL0592  PID         -  SL0592
 SL0592  STATE/COUNTY-  ND/CASS
 SL0592  USGS QUAD   -  PAGE (1967)
 SL0592
 SL0592                         *CURRENT SURVEY CONTROL
 SL0592  ___________________________________________________________________
 SL0592* NAD 83(1986)-  47 11 44.     (N)    097 36 35.     (W)     SCALED    
 SL0592* NAVD 88     -       356.825  (meters)    1170.68   (feet)  ADJUSTED  
 SL0592  ___________________________________________________________________
 SL0592  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 SL0592  DYNAMIC HT  -         356.867 (meters)    1170.82  (feet)  COMP
 SL0592  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 SL0592
 SL0592  VERT ORDER  -  SECOND    CLASS 0
 SL0592
 SL0592.The horizontal coordinates were scaled from a topographic map and have
 SL0592.an estimated accuracy of +/- 6 seconds.
 SL0592
 SL0592.The orthometric height was determined by differential leveling
 SL0592.and adjusted by the National Geodetic Survey in June 1991..
 SL0592
 SL0592.The geoid height was determined by GEOID03.
 SL0592
 SL0592.The dynamic height is computed by dividing the NAVD 88
 SL0592.geopotential number by the normal gravity value computed on the
 SL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0592.degrees latitude (g = 980.6199 gals.).
 SL0592
 SL0592.The modeled gravity was interpolated from observed gravity values.
 SL0592
 SL0592;                    North         East    Units  Estimated Accuracy
 SL0592;SPC ND S     -   173,980.      818,960.      MT  (+/- 180 meters Scaled)
 SL0592
 SL0592                          SUPERSEDED SURVEY CONTROL
 SL0592
 SL0592  NGVD 29 (??/??/92)  356.485  (m)         1169.57   (f) ADJ UNCH    2 0
 SL0592
 SL0592.Superseded values are not recommended for survey control.
 SL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0592.See file dsdata.txt to determine how the superseded data were derived.
 SL0592
 SL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT053278(NAD 83)
 SL0592_MARKER: DB = BENCH MARK DISK
 SL0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0592_SP_SET: 32 FT
 SL0592_STAMPING: G 449 1964
 SL0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0592
 SL0592  HISTORY     - Date     Condition        Report By
 SL0592  HISTORY     - 1964     MONUMENTED       CGS
 SL0592  HISTORY     - 1967     GOOD             DOD
 SL0592
 SL0592                          STATION DESCRIPTION
 SL0592
 SL0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0592'3.05 MI NW FROM PAGE.
 SL0592'3.05 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0592'AT PAGE, NEAR THE CROSSING OF AN EASTWEST ROAD, IN SECTION 23 R 55 W,
 SL0592'T 143 N, IN LINE WITH A ROW OF TELEPHONE POLES, 45 FEET SOUTHWEST OF
 SL0592'THE SOUTHWEST RAIL, 50 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 SL0592'CROSSING TRACK, 36 1/2 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 102
 SL0592'FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 38, 2 FEET
 SL0592'SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A METAL WITNESS
 SL0592'POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK SET ON
 SL0592'THE TOP3 OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 SL0592'PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD
 SL0592'WAS DRIVEN TO A DEPTH OF 32 FEET.
 SL0592
 SL0592                          STATION RECOVERY (1967)
 SL0592
 SL0592'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 SL0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0050 ***********************************************************************
 RQ0050  DESIGNATION -  G 45
 RQ0050  PID         -  RQ0050
 RQ0050  STATE/COUNTY-  ND/BARNES
 RQ0050  USGS QUAD   -  LITCHVILLE (1970)
 RQ0050
 RQ0050                         *CURRENT SURVEY CONTROL
 RQ0050  ___________________________________________________________________
 RQ0050* NAD 83(1986)-  46 38 04.     (N)    098 14 58.     (W)     SCALED    
 RQ0050* NAVD 88     -       446.684  (meters)    1465.50   (feet)  ADJUSTED  
 RQ0050  ___________________________________________________________________
 RQ0050  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 RQ0050  DYNAMIC HT  -         446.692 (meters)    1465.52  (feet)  COMP
 RQ0050  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 RQ0050
 RQ0050  VERT ORDER  -  SECOND    CLASS 0
 RQ0050
 RQ0050.The horizontal coordinates were scaled from a topographic map and have
 RQ0050.an estimated accuracy of +/- 6 seconds.
 RQ0050
 RQ0050.The orthometric height was determined by differential leveling
 RQ0050.and adjusted by the National Geodetic Survey in June 1991..
 RQ0050
 RQ0050.The geoid height was determined by GEOID03.
 RQ0050
 RQ0050.The dynamic height is computed by dividing the NAVD 88
 RQ0050.geopotential number by the normal gravity value computed on the
 RQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0050.degrees latitude (g = 980.6199 gals.).
 RQ0050
 RQ0050.The modeled gravity was interpolated from observed gravity values.
 RQ0050
 RQ0050;                    North         East    Units  Estimated Accuracy
 RQ0050;SPC ND S     -   110,040.      772,300.      MT  (+/- 180 meters Scaled)
 RQ0050
 RQ0050                          SUPERSEDED SURVEY CONTROL
 RQ0050
 RQ0050  NGVD 29 (??/??/92)  446.299  (m)         1464.23   (f) ADJ UNCH    2 0
 RQ0050
 RQ0050.Superseded values are not recommended for survey control.
 RQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0050.See file dsdata.txt to determine how the superseded data were derived.
 RQ0050
 RQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS574648(NAD 83)
 RQ0050_MARKER: DB = BENCH MARK DISK
 RQ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0050_STAMPING: G 45 1934
 RQ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0050+STABILITY: SURFACE MOTION
 RQ0050
 RQ0050  HISTORY     - Date     Condition        Report By
 RQ0050  HISTORY     - 1934     MONUMENTED       CGS
 RQ0050  HISTORY     - 1967     GOOD             DOD
 RQ0050
 RQ0050                          STATION DESCRIPTION
 RQ0050
 RQ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0050'2.9 MI SW FROM LITCHVILLE.
 RQ0050'2.9 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0050'STATION AT LITCHVILLE, BARNES COUNTY, 16 POLES NORTHEAST OF MILEPOST
 RQ0050'56, AND THE CROSSING OF STATE HIGHWAY 46, AT A ROAD CROSSING, 48 FEET
 RQ0050'NORTHEAST OF THE CENTERLINE OF THE ROAD, 48 FEET SOUTHEAST OF THE
 RQ0050'CENTERLINE OF THE TRACK, 3 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE
 RQ0050'CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 RQ0050'STAMPED G 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0050
 RQ0050                          STATION RECOVERY (1967)
 RQ0050
 RQ0050'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0697 ***********************************************************************
 SL0697  DESIGNATION -  G 450
 SL0697  PID         -  SL0697
 SL0697  STATE/COUNTY-  ND/BARNES
 SL0697  USGS QUAD   -  SIBLEY (1967)
 SL0697
 SL0697                         *CURRENT SURVEY CONTROL
 SL0697  ___________________________________________________________________
 SL0697* NAD 83(1986)-  47 12 41.     (N)    097 59 34.     (W)     SCALED    
 SL0697* NAVD 88     -       426.059  (meters)    1397.83   (feet)  ADJUSTED  
 SL0697  ___________________________________________________________________
 SL0697  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 SL0697  DYNAMIC HT  -         426.090 (meters)    1397.93  (feet)  COMP
 SL0697  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 SL0697
 SL0697  VERT ORDER  -  SECOND    CLASS 0
 SL0697
 SL0697.The horizontal coordinates were scaled from a topographic map and have
 SL0697.an estimated accuracy of +/- 6 seconds.
 SL0697
 SL0697.The orthometric height was determined by differential leveling
 SL0697.and adjusted by the National Geodetic Survey in June 1991..
 SL0697
 SL0697.The geoid height was determined by GEOID03.
 SL0697
 SL0697.The dynamic height is computed by dividing the NAVD 88
 SL0697.geopotential number by the normal gravity value computed on the
 SL0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0697.degrees latitude (g = 980.6199 gals.).
 SL0697
 SL0697.The modeled gravity was interpolated from observed gravity values.
 SL0697
 SL0697;                    North         East    Units  Estimated Accuracy
 SL0697;SPC ND S     -   174,740.      789,900.      MT  (+/- 180 meters Scaled)
 SL0697
 SL0697                          SUPERSEDED SURVEY CONTROL
 SL0697
 SL0697  NGVD 29 (??/??/92)  425.698  (m)         1396.64   (f) ADJ UNCH    2 0
 SL0697
 SL0697.Superseded values are not recommended for survey control.
 SL0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0697.See file dsdata.txt to determine how the superseded data were derived.
 SL0697
 SL0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT762291(NAD 83)
 SL0697_MARKER: DB = BENCH MARK DISK
 SL0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0697_STAMPING: G 450 1964
 SL0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0697+STABILITY: SURFACE MOTION
 SL0697
 SL0697  HISTORY     - Date     Condition        Report By
 SL0697  HISTORY     - 1964     MONUMENTED       CGS
 SL0697  HISTORY     - 1979     GOOD             NDHD
 SL0697
 SL0697                          STATION DESCRIPTION
 SL0697
 SL0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0697'1.4 MI W FROM SIBLEY.
 SL0697'1.4 MILES WEST ALONG A GRAVELED ROAD FROM THE CONCRETE BRIDGE OVER
 SL0697'LAKE ASHTABULA AT SIBLEY, IN SECTION 11, R 58 W, T 143 N, AT THE
 SL0697'INTERSECTION OF A GRAVEL ROAD SOUTH AND A FARM ROAD NORTH, 62 FEET
 SL0697'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 19 1/2 FEET WEST OF
 SL0697'THE CENTER LINE OF FARM ROAD NORTH, 67 FEET NORTHWEST OF THE CENTER OF
 SL0697'THE JUNCTION, 2 1/2 FEET WEST OF A POWER POLE, 1.6 FEET EAST OF A
 SL0697'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SL0697'CONCRETE POST PROJECTING 0.2 FOOT.
 SL0697
 SL0697                          STATION RECOVERY (1979)
 SL0697
 SL0697'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1979
 SL0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0782 ***********************************************************************
 SL0782  DESIGNATION -  G 451
 SL0782  PID         -  SL0782
 SL0782  STATE/COUNTY-  ND/BARNES
 SL0782  USGS QUAD   -  PILLSBURY SE (1967)
 SL0782
 SL0782                         *CURRENT SURVEY CONTROL
 SL0782  ___________________________________________________________________
 SL0782* NAD 83(1986)-  47 05 43.     (N)    097 52 29.     (W)     SCALED    
 SL0782* NAVD 88     -       434.899  (meters)    1426.83   (feet)  ADJUSTED  
 SL0782  ___________________________________________________________________
 SL0782  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0782  DYNAMIC HT  -         434.930 (meters)    1426.93  (feet)  COMP
 SL0782  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 SL0782
 SL0782  VERT ORDER  -  SECOND    CLASS 0
 SL0782
 SL0782.The horizontal coordinates were scaled from a topographic map and have
 SL0782.an estimated accuracy of +/- 6 seconds.
 SL0782
 SL0782.The orthometric height was determined by differential leveling
 SL0782.and adjusted by the National Geodetic Survey in June 1991..
 SL0782
 SL0782.The geoid height was determined by GEOID03.
 SL0782
 SL0782.The dynamic height is computed by dividing the NAVD 88
 SL0782.geopotential number by the normal gravity value computed on the
 SL0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0782.degrees latitude (g = 980.6199 gals.).
 SL0782
 SL0782.The modeled gravity was interpolated from observed gravity values.
 SL0782
 SL0782;                    North         East    Units  Estimated Accuracy
 SL0782;SPC ND S     -   162,130.      799,270.      MT  (+/- 180 meters Scaled)
 SL0782
 SL0782                          SUPERSEDED SURVEY CONTROL
 SL0782
 SL0782  NGVD 29 (??/??/92)  434.537  (m)         1425.64   (f) ADJ UNCH    2 0
 SL0782
 SL0782.Superseded values are not recommended for survey control.
 SL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0782.See file dsdata.txt to determine how the superseded data were derived.
 SL0782
 SL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT853163(NAD 83)
 SL0782_MARKER: DB = BENCH MARK DISK
 SL0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0782_STAMPING: G 451 1964
 SL0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0782+STABILITY: SURFACE MOTION
 SL0782
 SL0782  HISTORY     - Date     Condition        Report By
 SL0782  HISTORY     - 1964     MONUMENTED       CGS
 SL0782
 SL0782                          STATION DESCRIPTION
 SL0782
 SL0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0782'11.6 MI SW FROM PILLSBURY.
 SL0782'7.6 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0782'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 4.0 MILES WEST ALONG A
 SL0782'GRAVELED ROAD, IN SECTION 23, R 57 W, T 142 N, AT THE INTERSECTION OF
 SL0782'A GRAVELED ROAD NORTH AND A FARM ROAD SOUTH, SET IN LINE WITH A ROW OF
 SL0782'TELEPHONE POLES LEADING NORTH, 64 FEET NORTH OF THE CENTER LINE OF THE
 SL0782'EAST-WEST ROAD, 31 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 2
 SL0782'1/2 FEET NORTH OF A TELEPHONE POLE WITH 2 GUY WIRES, 1 1/2 FEET SOUTH
 SL0782'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND
 SL0782'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. NOTE-- THIS
 SL0782'BENCH MARK CAN ALSO BE REACHED BY GOING ABOUT 7.15 MILES NORTH ALONG
 SL0782'STATE HIGHWAY 32 FROM THE CROSSING OF THE NORTHERN PACIFIC RAILWAY AT
 SL0782'ORISKA, THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 4.0 MILES
 SL0782'NORTH ALONG A GRAVELED ROAD, THENCE ABOUT 1.0 MILE EAST ALONG A
 SL0782'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0103 ***********************************************************************
 TE0103  DESIGNATION -  G 452
 TE0103  PID         -  TE0103
 TE0103  STATE/COUNTY-  ND/CAVALIER
 TE0103  USGS QUAD   -  LANGDON EAST (1983)
 TE0103
 TE0103                         *CURRENT SURVEY CONTROL
 TE0103  ___________________________________________________________________
 TE0103* NAD 83(1986)-  48 46 42.     (N)    098 17 58.     (W)     SCALED    
 TE0103* NAVD 88     -       499.026  (meters)    1637.22   (feet)  ADJUSTED  
 TE0103  ___________________________________________________________________
 TE0103  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 TE0103  DYNAMIC HT  -         499.139 (meters)    1637.59  (feet)  COMP
 TE0103  MODELED GRAV-     980,821.5   (mgal)                       NAVD 88
 TE0103
 TE0103  VERT ORDER  -  SECOND    CLASS 0
 TE0103
 TE0103.The horizontal coordinates were scaled from a topographic map and have
 TE0103.an estimated accuracy of +/- 6 seconds.
 TE0103
 TE0103.The orthometric height was determined by differential leveling
 TE0103.and adjusted by the National Geodetic Survey in June 1991..
 TE0103
 TE0103.The geoid height was determined by GEOID03.
 TE0103
 TE0103.The dynamic height is computed by dividing the NAVD 88
 TE0103.geopotential number by the normal gravity value computed on the
 TE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0103.degrees latitude (g = 980.6199 gals.).
 TE0103
 TE0103.The modeled gravity was interpolated from observed gravity values.
 TE0103
 TE0103;                    North         East    Units  Estimated Accuracy
 TE0103;SPC ND N     -   200,040.      761,710.      MT  (+/- 180 meters Scaled)
 TE0103
 TE0103                          SUPERSEDED SURVEY CONTROL
 TE0103
 TE0103  NGVD 29 (??/??/92)  498.651  (m)         1635.99   (f) ADJ UNCH    2 0
 TE0103
 TE0103.Superseded values are not recommended for survey control.
 TE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0103.See file dsdata.txt to determine how the superseded data were derived.
 TE0103
 TE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV514030(NAD 83)
 TE0103_MARKER: DB = BENCH MARK DISK
 TE0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0103_STAMPING: G 452 1964
 TE0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0103+STABILITY: SURFACE MOTION
 TE0103
 TE0103  HISTORY     - Date     Condition        Report By
 TE0103  HISTORY     - 1964     MONUMENTED       CGS
 TE0103
 TE0103                          STATION DESCRIPTION
 TE0103
 TE0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0103'4.3 MI NE FROM LANGDON.
 TE0103'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0103'LANGDON, THENCE 1.2 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 8, R
 TE0103'59 W, T 161 N, 0.2 MILE NORTH OF A ROAD CROSSING, 56 FEET WEST OF THE
 TE0103'CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A METAL WITNESS POST, 2 FEET
 TE0103'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE
 TE0103'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0268 ***********************************************************************
 TE0268  DESIGNATION -  G 453
 TE0268  PID         -  TE0268
 TE0268  STATE/COUNTY-  ND/CAVALIER
 TE0268  USGS QUAD   -  NEKOMA NW (1972)
 TE0268
 TE0268                         *CURRENT SURVEY CONTROL
 TE0268  ___________________________________________________________________
 TE0268* NAD 83(1986)-  48 41 17.     (N)    098 29 26.     (W)     SCALED    
 TE0268* NAVD 88     -       480.703  (meters)    1577.11   (feet)  ADJUSTED  
 TE0268  ___________________________________________________________________
 TE0268  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0268  DYNAMIC HT  -         480.807 (meters)    1577.45  (feet)  COMP
 TE0268  MODELED GRAV-     980,812.0   (mgal)                       NAVD 88
 TE0268
 TE0268  VERT ORDER  -  SECOND    CLASS 0
 TE0268
 TE0268.The horizontal coordinates were scaled from a topographic map and have
 TE0268.an estimated accuracy of +/- 6 seconds.
 TE0268
 TE0268.The orthometric height was determined by differential leveling
 TE0268.and adjusted by the National Geodetic Survey in June 1991..
 TE0268
 TE0268.The geoid height was determined by GEOID03.
 TE0268
 TE0268.The dynamic height is computed by dividing the NAVD 88
 TE0268.geopotential number by the normal gravity value computed on the
 TE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0268.degrees latitude (g = 980.6199 gals.).
 TE0268
 TE0268.The modeled gravity was interpolated from observed gravity values.
 TE0268
 TE0268;                    North         East    Units  Estimated Accuracy
 TE0268;SPC ND N     -   189,620.      747,930.      MT  (+/- 180 meters Scaled)
 TE0268
 TE0268                          SUPERSEDED SURVEY CONTROL
 TE0268
 TE0268  NGVD 29 (??/??/92)  480.325  (m)         1575.87   (f) ADJ UNCH    2 0
 TE0268
 TE0268.Superseded values are not recommended for survey control.
 TE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0268.See file dsdata.txt to determine how the superseded data were derived.
 TE0268
 TE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU374929(NAD 83)
 TE0268_MARKER: DB = BENCH MARK DISK
 TE0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0268_SP_SET: BRIDGE
 TE0268_STAMPING: G 453 1964
 TE0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0268
 TE0268  HISTORY     - Date     Condition        Report By
 TE0268  HISTORY     - 1964     MONUMENTED       CGS
 TE0268
 TE0268                          STATION DESCRIPTION
 TE0268
 TE0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0268'6.0 MI NE FROM LOMA.
 TE0268'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE0268'STATION AT LOMA, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, ON TOP
 TE0268'OF THE SOUTH CONCRETE WING WALL OF A 16 FOOT BRIDGE OVER A SMALL
 TE0268'STREAM, 10 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 TE0268'SOUTHWEST OF IRON GUARD RAIL AND ABOUT LEVEL WITH THE ROAD.  IN
 TE0268'SECTION 14, R 61 W, T 160 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0114 ***********************************************************************
 TE0114  DESIGNATION -  G 454
 TE0114  PID         -  TE0114
 TE0114  STATE/COUNTY-  ND/CAVALIER
 TE0114  USGS QUAD   -  OLGA SW (1969)
 TE0114
 TE0114                         *CURRENT SURVEY CONTROL
 TE0114  ___________________________________________________________________
 TE0114* NAD 83(1986)-  48 45 39.     (N)    098 08 45.     (W)     SCALED    
 TE0114* NAVD 88     -       492.342  (meters)    1615.29   (feet)  ADJUSTED  
 TE0114  ___________________________________________________________________
 TE0114  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 TE0114  DYNAMIC HT  -         492.455 (meters)    1615.66  (feet)  COMP
 TE0114  MODELED GRAV-     980,824.8   (mgal)                       NAVD 88
 TE0114
 TE0114  VERT ORDER  -  SECOND    CLASS 0
 TE0114
 TE0114.The horizontal coordinates were scaled from a topographic map and have
 TE0114.an estimated accuracy of +/- 6 seconds.
 TE0114
 TE0114.The orthometric height was determined by differential leveling
 TE0114.and adjusted by the National Geodetic Survey in June 1991..
 TE0114
 TE0114.The geoid height was determined by GEOID03.
 TE0114
 TE0114.The dynamic height is computed by dividing the NAVD 88
 TE0114.geopotential number by the normal gravity value computed on the
 TE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0114.degrees latitude (g = 980.6199 gals.).
 TE0114
 TE0114.The modeled gravity was interpolated from observed gravity values.
 TE0114
 TE0114;                    North         East    Units  Estimated Accuracy
 TE0114;SPC ND N     -   198,430.      773,060.      MT  (+/- 180 meters Scaled)
 TE0114
 TE0114                          SUPERSEDED SURVEY CONTROL
 TE0114
 TE0114  NGVD 29 (??/??/92)  491.975  (m)         1614.09   (f) ADJ UNCH    2 0
 TE0114
 TE0114.Superseded values are not recommended for survey control.
 TE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0114.See file dsdata.txt to determine how the superseded data were derived.
 TE0114
 TE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV627012(NAD 83)
 TE0114_MARKER: DB = BENCH MARK DISK
 TE0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0114_SP_SET: 20.8 FEET
 TE0114_STAMPING: G 454 1964
 TE0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0114
 TE0114  HISTORY     - Date     Condition        Report By
 TE0114  HISTORY     - 1964     MONUMENTED       CGS
 TE0114  HISTORY     - 1973     GOOD             NGS
 TE0114
 TE0114                          STATION DESCRIPTION
 TE0114
 TE0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0114'10.1 MI E FROM LANGDON.
 TE0114'ABOUT 10.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0114'LANGDON, AT THE INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD, IN
 TE0114'SECTION 22, R 58 W, T 161 N, ACROSS THE HIGHWAY FROM A CHURCH, NEAR A
 TE0114'CEMETERY, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.4 FEET
 TE0114'SOUTH OF THE NORTHWEST CORNER OF FENCE AROUND CEMETERY, 51.4 FEET
 TE0114'NORTH OF A GATE AT ENTRANCE TO CEMETERY, 47 1/2 FEET EAST OF THE
 TE0114'CENTER LINE OF THE GRAVELED ROAD, 0.9 FOOT WEST OF A FENCE LINE, IN
 TE0114'LINE WITH A ROW OF POWER LINE POLES, 109 FEET SOUTHEAST OF THE
 TE0114'APPROXIMATE CENTER OF THE INTERSECTION, 1.6 FEET NORTH OF A METAL
 TE0114'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A
 TE0114'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 TE0114'INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE
 TE0114'ROD WAS DRIVEN TO A REFUSAL AT A DEPTH OF 20.8 FEET.
 TE0114
 TE0114                          STATION RECOVERY (1973)
 TE0114
 TE0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0255 ***********************************************************************
 TE0255  DESIGNATION -  G 455
 TE0255  PID         -  TE0255
 TE0255  STATE/COUNTY-  ND/CAVALIER
 TE0255  USGS QUAD   -  OLGA (1972)
 TE0255
 TE0255                         *CURRENT SURVEY CONTROL
 TE0255  ___________________________________________________________________
 TE0255* NAD 83(1986)-  48 46 26.     (N)    098 02 13.     (W)     SCALED    
 TE0255* NAVD 88     -       474.340  (meters)    1556.23   (feet)  ADJUSTED  
 TE0255  ___________________________________________________________________
 TE0255  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 TE0255  DYNAMIC HT  -         474.454 (meters)    1556.60  (feet)  COMP
 TE0255  MODELED GRAV-     980,834.9   (mgal)                       NAVD 88
 TE0255
 TE0255  VERT ORDER  -  SECOND    CLASS 0
 TE0255
 TE0255.The horizontal coordinates were scaled from a topographic map and have
 TE0255.an estimated accuracy of +/- 6 seconds.
 TE0255
 TE0255.The orthometric height was determined by differential leveling
 TE0255.and adjusted by the National Geodetic Survey in June 1991..
 TE0255
 TE0255.The geoid height was determined by GEOID03.
 TE0255
 TE0255.The dynamic height is computed by dividing the NAVD 88
 TE0255.geopotential number by the normal gravity value computed on the
 TE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0255.degrees latitude (g = 980.6199 gals.).
 TE0255
 TE0255.The modeled gravity was interpolated from observed gravity values.
 TE0255
 TE0255;                    North         East    Units  Estimated Accuracy
 TE0255;SPC ND N     -   200,130.      781,010.      MT  (+/- 180 meters Scaled)
 TE0255
 TE0255                          SUPERSEDED SURVEY CONTROL
 TE0255
 TE0255  NGVD 29 (??/??/92)  473.983  (m)         1555.06   (f) ADJ UNCH    2 0
 TE0255
 TE0255.Superseded values are not recommended for survey control.
 TE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0255.See file dsdata.txt to determine how the superseded data were derived.
 TE0255
 TE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV707027(NAD 83)
 TE0255_MARKER: DB = BENCH MARK DISK
 TE0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0255_STAMPING: G 455 1964
 TE0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0255+STABILITY: SURFACE MOTION
 TE0255
 TE0255  HISTORY     - Date     Condition        Report By
 TE0255  HISTORY     - 1964     MONUMENTED       CGS
 TE0255
 TE0255                          STATION DESCRIPTION
 TE0255
 TE0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0255'16.1 MI NE FROM LANGDON.
 TE0255'ABOUT 15.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0255'LANGDON, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, AT THE
 TE0255'INTERSECTION OF A GRAVEL ROAD LEADING WEST AND A DIM ROAD LEADING
 TE0255'EAST, IN SECTION 17, R 57 W, T 161 N, 108 YARDS SOUTHEAST AND ACROSS
 TE0255'ROAD LEADING WEST FROM THE 185-FOOT RADIO TOWER OWNED BY THE OTTER
 TE0255'TAIL POWER COMPANY, 110 FEET SOUTHWEST OF CENTER OF THE INTERSECTION,
 TE0255'104 FEET SOUTH OF CENTER LINE OF ROAD LEADING WEST, 35 FEET WEST OF
 TE0255'CENTER LINE OF ROAD LEADING NORTH AND SOUTH, 2.8 FEET SOUTH OF A METAL
 TE0255'WITNESS POST, 2 FEET BELOW LEVEL OF NORTH-SOUTH ROAD, AND IS A DISK
 TE0255'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1015 ***********************************************************************
 TE1015  DESIGNATION -  G 456
 TE1015  PID         -  TE1015
 TE1015  STATE/COUNTY-  ND/CAVALIER
 TE1015  USGS QUAD   -  HANNAH SE (1970)
 TE1015
 TE1015                         *CURRENT SURVEY CONTROL
 TE1015  ___________________________________________________________________
 TE1015* NAD 83(1986)-  48 49 34.     (N)    098 36 20.     (W)     SCALED    
 TE1015* NAVD 88     -       477.752  (meters)    1567.42   (feet)  ADJUSTED  
 TE1015  ___________________________________________________________________
 TE1015  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 TE1015  DYNAMIC HT  -         477.866 (meters)    1567.80  (feet)  COMP
 TE1015  MODELED GRAV-     980,832.5   (mgal)                       NAVD 88
 TE1015
 TE1015  VERT ORDER  -  SECOND    CLASS 0
 TE1015
 TE1015.The horizontal coordinates were scaled from a topographic map and have
 TE1015.an estimated accuracy of +/- 6 seconds.
 TE1015
 TE1015.The orthometric height was determined by differential leveling
 TE1015.and adjusted by the National Geodetic Survey in June 1991..
 TE1015
 TE1015.The geoid height was determined by GEOID03.
 TE1015
 TE1015.The dynamic height is computed by dividing the NAVD 88
 TE1015.geopotential number by the normal gravity value computed on the
 TE1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1015.degrees latitude (g = 980.6199 gals.).
 TE1015
 TE1015.The modeled gravity was interpolated from observed gravity values.
 TE1015
 TE1015;                    North         East    Units  Estimated Accuracy
 TE1015;SPC ND N     -   204,750.      739,090.      MT  (+/- 180 meters Scaled)
 TE1015
 TE1015                          SUPERSEDED SURVEY CONTROL
 TE1015
 TE1015  NGVD 29 (??/??/92)  477.375  (m)         1566.19   (f) ADJ UNCH    2 0
 TE1015
 TE1015.Superseded values are not recommended for survey control.
 TE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1015.See file dsdata.txt to determine how the superseded data were derived.
 TE1015
 TE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289082(NAD 83)
 TE1015_MARKER: DB = BENCH MARK DISK
 TE1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1015_STAMPING: G 456 1964
 TE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1015+STABILITY: SURFACE MOTION
 TE1015
 TE1015  HISTORY     - Date     Condition        Report By
 TE1015  HISTORY     - 1964     MONUMENTED       CGS
 TE1015
 TE1015                          STATION DESCRIPTION
 TE1015
 TE1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1015'4.85 MI S FROM WALES.
 TE1015'ABOUT 4.85 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK SCHOOL
 TE1015'BUILDING AT WALES, IN SECTION 30, R 61 N, T 162 N, NEAR THE JUNCTION
 TE1015'OF A DIRT ROAD LEADING EAST TO A FIELD, 77 1/2 FEET EAST OF THE CENTER
 TE1015'LINE OF THE NORTH-SOUTH ROAD, 21 1/2 FEET SOUTH OF THE CENTER LINE OF
 TE1015'ROAD EAST, 24 1/2 FEET EAST OF THE SOUTH END OF A 30-INCH PIPE CULVERT
 TE1015'UNDER ROAD EAST, 3 FEET NORTHEAST OF A FENCE CORNER, 2 FEET WEST OF A
 TE1015'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE
 TE1015'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 TE1015'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0442 ***********************************************************************
 RP0442  DESIGNATION -  G 46
 RP0442  PID         -  RP0442
 RP0442  STATE/COUNTY-  ND/CASS
 RP0442  USGS QUAD   -  SHELDON NE (1961)
 RP0442
 RP0442                         *CURRENT SURVEY CONTROL
 RP0442  ___________________________________________________________________
 RP0442* NAD 83(1986)-  46 37 48.     (N)    097 19 12.     (W)     SCALED    
 RP0442* NAVD 88     -       323.356  (meters)    1060.88   (feet)  ADJUSTED  
 RP0442  ___________________________________________________________________
 RP0442  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 RP0442  DYNAMIC HT  -         323.371 (meters)    1060.93  (feet)  COMP
 RP0442  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 RP0442
 RP0442  VERT ORDER  -  SECOND    CLASS 0
 RP0442
 RP0442.The horizontal coordinates were scaled from a topographic map and have
 RP0442.an estimated accuracy of +/- 6 seconds.
 RP0442
 RP0442.The orthometric height was determined by differential leveling
 RP0442.and adjusted by the National Geodetic Survey in June 1991..
 RP0442
 RP0442.The geoid height was determined by GEOID03.
 RP0442
 RP0442.The dynamic height is computed by dividing the NAVD 88
 RP0442.geopotential number by the normal gravity value computed on the
 RP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0442.degrees latitude (g = 980.6199 gals.).
 RP0442
 RP0442.The modeled gravity was interpolated from observed gravity values.
 RP0442
 RP0442;                    North         East    Units  Estimated Accuracy
 RP0442;SPC ND S     -   112,010.      843,440.      MT  (+/- 180 meters Scaled)
 RP0442
 RP0442                          SUPERSEDED SURVEY CONTROL
 RP0442
 RP0442  NGVD 29 (??/??/92)  323.046  (m)         1059.86   (f) ADJ UNCH    2 0
 RP0442
 RP0442.Superseded values are not recommended for survey control.
 RP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0442.See file dsdata.txt to determine how the superseded data were derived.
 RP0442
 RP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS286654(NAD 83)
 RP0442_MARKER: DB = BENCH MARK DISK
 RP0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0442_STAMPING: G-46 1934
 RP0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0442+STABILITY: SURFACE MOTION
 RP0442
 RP0442  HISTORY     - Date     Condition        Report By
 RP0442  HISTORY     - 1934     MONUMENTED       CGS
 RP0442  HISTORY     - 1958     GOOD             USGS
 RP0442
 RP0442                          STATION DESCRIPTION
 RP0442
 RP0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0442'3.5 MI SW FROM LEONARD.
 RP0442'3.5 MILES SOUTHWEST OF LEONARD DEPOT.  ALONG NORTHERN PACIFIC RAILROAD
 RP0442'8 POLES NORTHEAST OF MILEPOST NO.32 AND FIRST POLE NORTHEAST OF PUBLIC
 RP0442'CROSSING OF STATE HIGHWAY NO.46.  SET IN POST 3 FEET BELOW RAIL LEVEL,
 RP0442'3 FEET SOUTHWEST OF POLE, 39 FEET NORTHWEST OF CENTER LINE OF TRACK
 RP0442'AND 150 FEET NORTHEAST OF STATE HIGHWAY NO.46.  CENTER LINE OF
 RP0442'HIGHWAY.
 RP0442
 RP0442                          STATION RECOVERY (1958)
 RP0442
 RP0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RP0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1527 ***********************************************************************
 TG1527  DESIGNATION -  G 462
 TG1527  PID         -  TG1527
 TG1527  STATE/COUNTY-  ND/WILLIAMS
 TG1527  USGS QUAD   -  TRENTON NW (1974)
 TG1527
 TG1527                         *CURRENT SURVEY CONTROL
 TG1527  ___________________________________________________________________
 TG1527* NAD 83(1986)-  48 08 24.     (N)    103 56 56.     (W)     SCALED    
 TG1527* NAVD 88     -       679.250  (meters)    2228.51   (feet)  ADJUSTED  
 TG1527  ___________________________________________________________________
 TG1527  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1527  DYNAMIC HT  -         679.318 (meters)    2228.73  (feet)  COMP
 TG1527  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 TG1527
 TG1527  VERT ORDER  -  FIRST     CLASS II
 TG1527
 TG1527.The horizontal coordinates were scaled from a topographic map and have
 TG1527.an estimated accuracy of +/- 6 seconds.
 TG1527
 TG1527.The orthometric height was determined by differential leveling
 TG1527.and adjusted by the National Geodetic Survey in June 1991..
 TG1527
 TG1527.The geoid height was determined by GEOID03.
 TG1527
 TG1527.The dynamic height is computed by dividing the NAVD 88
 TG1527.geopotential number by the normal gravity value computed on the
 TG1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1527.degrees latitude (g = 980.6199 gals.).
 TG1527
 TG1527.The modeled gravity was interpolated from observed gravity values.
 TG1527
 TG1527;                    North         East    Units  Estimated Accuracy
 TG1527;SPC ND N     -   132,490.      343,430.      MT  (+/- 180 meters Scaled)
 TG1527
 TG1527                          SUPERSEDED SURVEY CONTROL
 TG1527
 TG1527.No superseded survey control is available for this station.
 TG1527
 TG1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP781323(NAD 83)
 TG1527_MARKER: I = METAL ROD
 TG1527_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1527_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1527_STAMPING: G 462 1981
 TG1527_MARK LOGO: NGS   
 TG1527_PROJECTION: FLUSH
 TG1527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1527+STABILITY: POSITION/ELEVATION WELL
 TG1527_ROD/PIPE-DEPTH: 13.4 meters
 TG1527_SLEEVE-DEPTH  : 11.6 meters
 TG1527
 TG1527  HISTORY     - Date     Condition        Report By
 TG1527  HISTORY     - 1981     MONUMENTED       NGS
 TG1527
 TG1527                          STATION DESCRIPTION
 TG1527
 TG1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1527'16.7 KM (10.35 MI) WEST FROM WILLISTON.
 TG1527'16.7 KM (10.35 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION
 TG1527'WITH U.S. HIGHWAY 85 IN WILLISTON, 64.6 METERS (212.0 FT) EAST OF THE
 TG1527'CENTER OF COUNTY ROAD 5 LEADING NORTH TO GRENORA, 30.2 METERS (99.0
 TG1527'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.3 METERS (7.5 FT)
 TG1527'SOUTHEAST OF A FENCE CORNER AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.
 TG1527'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1527'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 TG1527'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0651 ***********************************************************************
 SO0651  DESIGNATION -  G 463
 SO0651  PID         -  SO0651
 SO0651  STATE/COUNTY-  ND/MCKENZIE
 SO0651  USGS QUAD   -  CARTWRIGHT (1972)
 SO0651
 SO0651                         *CURRENT SURVEY CONTROL
 SO0651  ___________________________________________________________________
 SO0651* NAD 83(1986)-  47 52 07.     (N)    103 53 45.     (W)     SCALED    
 SO0651* NAVD 88     -       605.275  (meters)    1985.81   (feet)  ADJUSTED  
 SO0651  ___________________________________________________________________
 SO0651  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 SO0651  DYNAMIC HT  -         605.333 (meters)    1986.00  (feet)  COMP
 SO0651  MODELED GRAV-     980,687.6   (mgal)                       NAVD 88
 SO0651
 SO0651  VERT ORDER  -  FIRST     CLASS II
 SO0651
 SO0651.The horizontal coordinates were scaled from a topographic map and have
 SO0651.an estimated accuracy of +/- 6 seconds.
 SO0651
 SO0651.The orthometric height was determined by differential leveling
 SO0651.and adjusted by the National Geodetic Survey in June 1991..
 SO0651
 SO0651.The geoid height was determined by GEOID03.
 SO0651
 SO0651.The dynamic height is computed by dividing the NAVD 88
 SO0651.geopotential number by the normal gravity value computed on the
 SO0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0651.degrees latitude (g = 980.6199 gals.).
 SO0651
 SO0651.The modeled gravity was interpolated from observed gravity values.
 SO0651
 SO0651;                    North         East    Units  Estimated Accuracy
 SO0651;SPC ND N     -   102,170.      346,040.      MT  (+/- 180 meters Scaled)
 SO0651
 SO0651                          SUPERSEDED SURVEY CONTROL
 SO0651
 SO0651.No superseded survey control is available for this station.
 SO0651
 SO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP825022(NAD 83)
 SO0651_MARKER: DB = BENCH MARK DISK
 SO0651_SETTING: 66 = SET IN ROCK OUTCROP
 SO0651_SP_SET: ROCK OUTCROP
 SO0651_STAMPING: G 463 1981
 SO0651_MARK LOGO: NGS   
 SO0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SO0651+STABILITY: POSITION/ELEVATION WELL
 SO0651
 SO0651  HISTORY     - Date     Condition        Report By
 SO0651  HISTORY     - 1981     MONUMENTED       NGS
 SO0651
 SO0651                          STATION DESCRIPTION
 SO0651
 SO0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0651'12.8 KM (7.95 MI) EAST FROM FAIRVIEW.
 SO0651'12.8 KM (7.95 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST
 SO0651'OFFICE IN FAIRVIEW, 0.1 KM (0.05 MI) EAST OF MILEPOST 7, IN THE CENTER
 SO0651'OF A 3 BY 40 FT EXPOSED AREA OF OUTCROPPING BEDROCK AND 77.5 METERS
 SO0651'(123.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 SO0651'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 SO0651'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1651 ***********************************************************************
 TG1651  DESIGNATION -  G 464
 TG1651  PID         -  TG1651
 TG1651  STATE/COUNTY-  ND/MOUNTRAIL
 TG1651  USGS QUAD   -  BLAISDELL (1981)
 TG1651
 TG1651                         *CURRENT SURVEY CONTROL
 TG1651  ___________________________________________________________________
 TG1651* NAD 83(1986)-  48 20 17.     (N)    102 04 42.     (W)     SCALED    
 TG1651* NAVD 88     -       691.388  (meters)    2268.33   (feet)  ADJUSTED  
 TG1651  ___________________________________________________________________
 TG1651  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1651  DYNAMIC HT  -         691.499 (meters)    2268.69  (feet)  COMP
 TG1651  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 TG1651
 TG1651  VERT ORDER  -  FIRST     CLASS II
 TG1651
 TG1651.The horizontal coordinates were scaled from a topographic map and have
 TG1651.an estimated accuracy of +/- 6 seconds.
 TG1651
 TG1651.The orthometric height was determined by differential leveling
 TG1651.and adjusted by the National Geodetic Survey in June 1991..
 TG1651
 TG1651.The geoid height was determined by GEOID03.
 TG1651
 TG1651.The dynamic height is computed by dividing the NAVD 88
 TG1651.geopotential number by the normal gravity value computed on the
 TG1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1651.degrees latitude (g = 980.6199 gals.).
 TG1651
 TG1651.The modeled gravity was interpolated from observed gravity values.
 TG1651
 TG1651;                    North         East    Units  Estimated Accuracy
 TG1651;SPC ND N     -   149,970.      483,000.      MT  (+/- 180 meters Scaled)
 TG1651
 TG1651                          SUPERSEDED SURVEY CONTROL
 TG1651
 TG1651.No superseded survey control is available for this station.
 TG1651
 TG1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP165580(NAD 83)
 TG1651_MARKER: I = METAL ROD
 TG1651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1651_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1651_STAMPING: G 464 1981
 TG1651_MARK LOGO: NGS   
 TG1651_PROJECTION: FLUSH
 TG1651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1651+STABILITY: POSITION/ELEVATION WELL
 TG1651_ROD/PIPE-DEPTH: 14.6 meters
 TG1651_SLEEVE-DEPTH  : 12.2 meters
 TG1651
 TG1651  HISTORY     - Date     Condition        Report By
 TG1651  HISTORY     - 1981     MONUMENTED       NGS
 TG1651
 TG1651                          STATION DESCRIPTION
 TG1651
 TG1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1651'0.1 KM (0.05 MI) EAST FROM BLAISDELL.
 TG1651'0.1 KM (0.05 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TG1651'THE RAILROAD STATION IN BLAISDELL, AT A RAILROAD CROSSING, 24.1 METERS
 TG1651'(79.1 FT) EAST OF THE CENTERLINE OF A PAVED ROAD, 21.7 METERS (71.2
 TG1651'FT) NORTH OF THE NEAR RAIL, 21.5 METERS (70.5 FT) NORTH-NORTHEAST OF A
 TG1651'RAILROAD CONTROL SIGNAL BOX, 4.5 METERS (14.8 FT) SOUTHEAST OF A
 TG1651'UTILITY POLE WITH TWO GUY WIRES AND 4.1 METERS (13.5 FT) NORTHEAST OF
 TG1651'A UTILITY POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1651'THROUGH A 5-INCH LOGO CAP.
 TG1651'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 TG1651'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1632 ***********************************************************************
 TG1632  DESIGNATION -  G 465
 TG1632  PID         -  TG1632
 TG1632  STATE/COUNTY-  ND/MOUNTRAIL
 TG1632  USGS QUAD   -  ROSS (1981)
 TG1632
 TG1632                         *CURRENT SURVEY CONTROL
 TG1632  ___________________________________________________________________
 TG1632* NAD 83(1986)-  48 19 36.     (N)    102 36 54.     (W)     SCALED    
 TG1632* NAVD 88     -       698.461  (meters)    2291.53   (feet)  ADJUSTED  
 TG1632  ___________________________________________________________________
 TG1632  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1632  DYNAMIC HT  -         698.566 (meters)    2291.88  (feet)  COMP
 TG1632  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 TG1632
 TG1632  VERT ORDER  -  FIRST     CLASS II
 TG1632
 TG1632.The horizontal coordinates were scaled from a topographic map and have
 TG1632.an estimated accuracy of +/- 6 seconds.
 TG1632
 TG1632.The orthometric height was determined by differential leveling
 TG1632.and adjusted by the National Geodetic Survey in June 1991..
 TG1632
 TG1632.The geoid height was determined by GEOID03.
 TG1632
 TG1632.The dynamic height is computed by dividing the NAVD 88
 TG1632.geopotential number by the normal gravity value computed on the
 TG1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1632.degrees latitude (g = 980.6199 gals.).
 TG1632
 TG1632.The modeled gravity was interpolated from observed gravity values.
 TG1632
 TG1632;                    North         East    Units  Estimated Accuracy
 TG1632;SPC ND N     -   149,660.      443,200.      MT  (+/- 180 meters Scaled)
 TG1632
 TG1632                          SUPERSEDED SURVEY CONTROL
 TG1632
 TG1632.No superseded survey control is available for this station.
 TG1632
 TG1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP767553(NAD 83)
 TG1632_MARKER: I = METAL ROD
 TG1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1632_SP_SET: STAINLESS STEEL ROD
 TG1632_STAMPING: G 465 1982
 TG1632_MARK LOGO: NGS   
 TG1632_PROJECTION: FLUSH
 TG1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1632_ROD/PIPE-DEPTH: 14.6 meters
 TG1632
 TG1632  HISTORY     - Date     Condition        Report By
 TG1632  HISTORY     - 1982     MONUMENTED       NGS
 TG1632
 TG1632                          STATION DESCRIPTION
 TG1632
 TG1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1632'5.6 KM (3.5 MI) WEST FROM ROSS.
 TG1632'5.6 KM (3.5 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1632'NORTHERN RAILROAD STATION IN ROSS, 45.0 METERS (147.6 FT) EAST OF THE
 TG1632'TOP OF A HIGHWAY CUT, 25.9 METERS (85.0 FT) SOUTH OF THE CENTERLINE OF
 TG1632'THE ROAD, 23.0 METERS (75.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 TG1632'ROAD AND 0.4 METER (1.3 FT) WEST OF A WOODEN HIGHWAY RIGHT-OF-WAY
 TG1632'POST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1632'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1632'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1589 ***********************************************************************
 TG1589  DESIGNATION -  G 466
 TG1589  PID         -  TG1589
 TG1589  STATE/COUNTY-  ND/WILLIAMS
 TG1589  USGS QUAD   -  RAY (1978)
 TG1589
 TG1589                         *CURRENT SURVEY CONTROL
 TG1589  ___________________________________________________________________
 TG1589* NAD 83(1986)-  48 20 34.     (N)    103 12 54.     (W)     SCALED    
 TG1589* NAVD 88     -       719.979  (meters)    2362.13   (feet)  ADJUSTED  
 TG1589  ___________________________________________________________________
 TG1589  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1589  DYNAMIC HT  -         720.082 (meters)    2362.47  (feet)  COMP
 TG1589  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 TG1589
 TG1589  VERT ORDER  -  FIRST     CLASS II
 TG1589
 TG1589.The horizontal coordinates were scaled from a topographic map and have
 TG1589.an estimated accuracy of +/- 6 seconds.
 TG1589
 TG1589.The orthometric height was determined by differential leveling
 TG1589.and adjusted by the National Geodetic Survey in June 1991..
 TG1589
 TG1589.The geoid height was determined by GEOID03.
 TG1589
 TG1589.The dynamic height is computed by dividing the NAVD 88
 TG1589.geopotential number by the normal gravity value computed on the
 TG1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1589.degrees latitude (g = 980.6199 gals.).
 TG1589
 TG1589.The modeled gravity was interpolated from observed gravity values.
 TG1589
 TG1589;                    North         East    Units  Estimated Accuracy
 TG1589;SPC ND N     -   152,840.      398,790.      MT  (+/- 180 meters Scaled)
 TG1589
 TG1589                          SUPERSEDED SURVEY CONTROL
 TG1589
 TG1589.No superseded survey control is available for this station.
 TG1589
 TG1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP322559(NAD 83)
 TG1589_MARKER: I = METAL ROD
 TG1589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1589_SP_SET: STAINLESS STEEL ROD
 TG1589_STAMPING: G 466 1982
 TG1589_MARK LOGO: NGS   
 TG1589_PROJECTION: FLUSH
 TG1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1589_ROD/PIPE-DEPTH: 8.5  meters
 TG1589
 TG1589  HISTORY     - Date     Condition        Report By
 TG1589  HISTORY     - 1982     MONUMENTED       NGS
 TG1589
 TG1589                          STATION DESCRIPTION
 TG1589
 TG1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1589'3.7 KM (2.3 MI) WEST FROM RAY.
 TG1589'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1589'RAY, THENCE 3.6 KM (2.25 MI) WESTERLY ALONG U. S. HIGHWAY 2, 0.2 KM
 TG1589'(0.1 MI) EAST OF A GRAVELED ROAD LEADING SOUTH, 34.7 METERS (113.8 FT)
 TG1589'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1.3 METERS (4.3 FT) WEST OF
 TG1589'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TG1589'LOGO CAP.
 TG1589'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1589'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1554 ***********************************************************************
 TG1554  DESIGNATION -  G 467
 TG1554  PID         -  TG1554
 TG1554  STATE/COUNTY-  ND/WILLIAMS
 TG1554  USGS QUAD   -  WILLISTON WEST (1976)
 TG1554
 TG1554                         *CURRENT SURVEY CONTROL
 TG1554  ___________________________________________________________________
 TG1554* NAD 83(1986)-  48 08 26.     (N)    103 40 48.     (W)     SCALED    
 TG1554* NAVD 88     -       582.941  (meters)    1912.53   (feet)  ADJUSTED  
 TG1554  ___________________________________________________________________
 TG1554  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1554  DYNAMIC HT  -         583.010 (meters)    1912.76  (feet)  COMP
 TG1554  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 TG1554
 TG1554  VERT ORDER  -  FIRST     CLASS II
 TG1554
 TG1554.The horizontal coordinates were scaled from a topographic map and have
 TG1554.an estimated accuracy of +/- 6 seconds.
 TG1554
 TG1554.The orthometric height was determined by differential leveling
 TG1554.and adjusted by the National Geodetic Survey in June 1991..
 TG1554
 TG1554.The geoid height was determined by GEOID03.
 TG1554
 TG1554.The dynamic height is computed by dividing the NAVD 88
 TG1554.geopotential number by the normal gravity value computed on the
 TG1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1554.degrees latitude (g = 980.6199 gals.).
 TG1554
 TG1554.The modeled gravity was interpolated from observed gravity values.
 TG1554
 TG1554;                    North         East    Units  Estimated Accuracy
 TG1554;SPC ND N     -   131,690.      363,420.      MT  (+/- 180 meters Scaled)
 TG1554
 TG1554                          SUPERSEDED SURVEY CONTROL
 TG1554
 TG1554.No superseded survey control is available for this station.
 TG1554
 TG1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP981327(NAD 83)
 TG1554_MARKER: I = METAL ROD
 TG1554_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1554_SP_SET: STAINLESS STEEL ROD
 TG1554_STAMPING: G 467 1982
 TG1554_MARK LOGO: NGS   
 TG1554_PROJECTION: FLUSH
 TG1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1554_ROD/PIPE-DEPTH: 8.5  meters
 TG1554
 TG1554  HISTORY     - Date     Condition        Report By
 TG1554  HISTORY     - 1982     MONUMENTED       NGS
 TG1554
 TG1554                          STATION DESCRIPTION
 TG1554
 TG1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1554'3.2 KM (2.0 MI) EAST FROM WILLISTON.
 TG1554'3.2 KM (2.0 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1554'JUNCTION IN WILLISTON, 0.1 KM (0.05 MI) WEST OF MILE POST 17, AT THE
 TG1554'ENTRANCE TO A TRAILER PARK, 41.4 METERS (135.8 FT) EAST OF THE CENTER
 TG1554'OF THE ENTRANCE ROAD, 32.6 METERS (107.0 FT) NORTH OF THE CENTERLINE
 TG1554'OF THE WEST BOUND LANES OF THE HIGHWAY, 14.0 METERS (45.9 FT) SOUTH OF
 TG1554'THE CENTER OF A FRONTAGE ROAD AND 0.5 METER (1.6 FT) WEST OF A
 TG1554'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT
 TG1554'IS THROUGH A 5-INCH LOGO CAP.
 TG1554'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 TG1554'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1429 ***********************************************************************
 SN1429  DESIGNATION -  G 468
 SN1429  PID         -  SN1429
 SN1429  STATE/COUNTY-  ND/MCLEAN
 SN1429  USGS QUAD   -  MAX (1980)
 SN1429
 SN1429                         *CURRENT SURVEY CONTROL
 SN1429  ___________________________________________________________________
 SN1429* NAD 83(1986)-  47 46 43.     (N)    101 17 38.     (W)     SCALED    
 SN1429* NAVD 88     -       624.551  (meters)    2049.05   (feet)  ADJUSTED  
 SN1429  ___________________________________________________________________
 SN1429  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SN1429  DYNAMIC HT  -         624.611 (meters)    2049.24  (feet)  COMP
 SN1429  MODELED GRAV-     980,687.4   (mgal)                       NAVD 88
 SN1429
 SN1429  VERT ORDER  -  FIRST     CLASS II
 SN1429
 SN1429.The horizontal coordinates were scaled from a topographic map and have
 SN1429.an estimated accuracy of +/- 6 seconds.
 SN1429
 SN1429.The orthometric height was determined by differential leveling
 SN1429.and adjusted by the National Geodetic Survey in June 1991..
 SN1429
 SN1429.The geoid height was determined by GEOID03.
 SN1429
 SN1429.The dynamic height is computed by dividing the NAVD 88
 SN1429.geopotential number by the normal gravity value computed on the
 SN1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1429.degrees latitude (g = 980.6199 gals.).
 SN1429
 SN1429.The modeled gravity was interpolated from observed gravity values.
 SN1429
 SN1429;                    North         East    Units  Estimated Accuracy
 SN1429;SPC ND N     -    86,870.      540,510.      MT  (+/- 180 meters Scaled)
 SN1429
 SN1429                          SUPERSEDED SURVEY CONTROL
 SN1429
 SN1429.No superseded survey control is available for this station.
 SN1429
 SN1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT281942(NAD 83)
 SN1429_MARKER: I = METAL ROD
 SN1429_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SN1429_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SN1429_STAMPING: G 468 1982
 SN1429_MARK LOGO: NGS   
 SN1429_PROJECTION: FLUSH
 SN1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1429+STABILITY: POSITION/ELEVATION WELL
 SN1429_ROD/PIPE-DEPTH: 15.8 meters
 SN1429_SLEEVE-DEPTH  : 12.2 meters
 SN1429
 SN1429  HISTORY     - Date     Condition        Report By
 SN1429  HISTORY     - 1982     MONUMENTED       NGS
 SN1429
 SN1429                          STATION DESCRIPTION
 SN1429
 SN1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1429'40.2 KM (24.95 MI) NW FROM UNDERWOOD.
 SN1429'40.2 KM (24.95 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1429'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.3 KM (0.2 MI) NORTH OF
 SN1429'COUNTY ROAD 4, 30.8 METERS (101.0 FT) WEST OF THE CENTERLINE OF THE
 SN1429'SOUTH BOUND LANES OF THE HIGHWAY AND 1.3 METERS (4.3 FT) NORTH OF A
 SN1429'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SN1429'CAP.
 SN1429'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1429'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1154 ***********************************************************************
 SL1154  DESIGNATION -  G 469
 SL1154  PID         -  SL1154
 SL1154  STATE/COUNTY-  ND/GRAND FORKS
 SL1154  USGS QUAD   -  KELLY (1963)
 SL1154
 SL1154                         *CURRENT SURVEY CONTROL
 SL1154  ___________________________________________________________________
 SL1154* NAD 83(1986)-  47 55 08.     (N)    097 13 03.     (W)     SCALED    
 SL1154* NAVD 88     -       258.911  (meters)     849.44   (feet)  ADJUSTED  
 SL1154  ___________________________________________________________________
 SL1154  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 SL1154  DYNAMIC HT  -         258.957 (meters)     849.59  (feet)  COMP
 SL1154  MODELED GRAV-     980,782.6   (mgal)                       NAVD 88
 SL1154
 SL1154  VERT ORDER  -  FIRST     CLASS II
 SL1154
 SL1154.The horizontal coordinates were scaled from a topographic map and have
 SL1154.an estimated accuracy of +/- 6 seconds.
 SL1154
 SL1154.The orthometric height was determined by differential leveling
 SL1154.and adjusted by the National Geodetic Survey in June 1991..
 SL1154
 SL1154.The geoid height was determined by GEOID03.
 SL1154
 SL1154.The dynamic height is computed by dividing the NAVD 88
 SL1154.geopotential number by the normal gravity value computed on the
 SL1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1154.degrees latitude (g = 980.6199 gals.).
 SL1154
 SL1154.The modeled gravity was interpolated from observed gravity values.
 SL1154
 SL1154;                    North         East    Units  Estimated Accuracy
 SL1154;SPC ND N     -   107,390.      845,250.      MT  (+/- 180 meters Scaled)
 SL1154
 SL1154                          SUPERSEDED SURVEY CONTROL
 SL1154
 SL1154.No superseded survey control is available for this station.
 SL1154
 SL1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU331088(NAD 83)
 SL1154_MARKER: I = METAL ROD
 SL1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1154_SP_SET: STAINLESS STEEL ROD
 SL1154_STAMPING: G 469 1981
 SL1154_MARK LOGO: NGS   
 SL1154_PROJECTION: FLUSH
 SL1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1154_ROD/PIPE-DEPTH: 9.7  meters
 SL1154
 SL1154  HISTORY     - Date     Condition        Report By
 SL1154  HISTORY     - 1981     MONUMENTED       NGS
 SL1154
 SL1154                          STATION DESCRIPTION
 SL1154
 SL1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1154'12.1 KM (7.55 MI) EAST FROM EMERADO.
 SL1154'12.1 KM (7.55 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SL1154'DEPOT IN EMERADO AT A GRAVEL ROAD CROSSING, 46.3 METERS (152.0 FT)
 SL1154'EAST OF THE CENTER OF THE GRAVEL ROAD, 17.5 METERS (57.5 FT) NORTH OF
 SL1154'THE NORTH RAIL, 37.1 METERS (122.0 FT) EAST OF A TELEGRAPH POLE ALSO
 SL1154'USED AS A FENCE CORNER POST, 0.76 METERS (2.5 FT) WEST OF A TELEGRAPH
 SL1154'POLE, 0.3 METER (1.0 FT) SOUTH OF A FENCE LINE.
 SL1154'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SL1154'THE MARK IS 1.4 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0391 ***********************************************************************
 RP0391  DESIGNATION -  G 47
 RP0391  PID         -  RP0391
 RP0391  STATE/COUNTY-  ND/CASS
 RP0391  USGS QUAD   -  FARGO NORTH (1993)
 RP0391
 RP0391                         *CURRENT SURVEY CONTROL
 RP0391  ___________________________________________________________________
 RP0391* NAD 83(1986)-  46 56 55.     (N)    096 51 29.     (W)     SCALED    
 RP0391* NAVD 88     -       272.216  (meters)     893.10   (feet)  ADJUSTED  
 RP0391  ___________________________________________________________________
 RP0391  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 RP0391  DYNAMIC HT  -         272.246 (meters)     893.19  (feet)  COMP
 RP0391  MODELED GRAV-     980,716.3   (mgal)                       NAVD 88
 RP0391
 RP0391  VERT ORDER  -  SECOND    CLASS 0
 RP0391
 RP0391.The horizontal coordinates were scaled from a topographic map and have
 RP0391.an estimated accuracy of +/- 6 seconds.
 RP0391
 RP0391.The orthometric height was determined by differential leveling
 RP0391.and adjusted by the National Geodetic Survey in June 1991..
 RP0391
 RP0391.The geoid height was determined by GEOID03.
 RP0391
 RP0391.The dynamic height is computed by dividing the NAVD 88
 RP0391.geopotential number by the normal gravity value computed on the
 RP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0391.degrees latitude (g = 980.6199 gals.).
 RP0391
 RP0391.The modeled gravity was interpolated from observed gravity values.
 RP0391
 RP0391;                    North         East    Units  Estimated Accuracy
 RP0391;SPC ND S     -   148,920.      877,140.      MT  (+/- 180 meters Scaled)
 RP0391
 RP0391                          SUPERSEDED SURVEY CONTROL
 RP0391
 RP0391  NGVD 29 (??/??/92)  271.926  (m)          892.14   (f) ADJ UNCH    2 0
 RP0391
 RP0391.Superseded values are not recommended for survey control.
 RP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0391.See file dsdata.txt to determine how the superseded data were derived.
 RP0391
 RP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT629016(NAD 83)
 RP0391_MARKER: DB = BENCH MARK DISK
 RP0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0391_STAMPING: G-47 1934
 RP0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0391+STABILITY: SURFACE MOTION
 RP0391
 RP0391  HISTORY     - Date     Condition        Report By
 RP0391  HISTORY     - 1934     MONUMENTED       CGS
 RP0391  HISTORY     - 1971     GOOD             NGS
 RP0391  HISTORY     - 1971     GOOD             NGS
 RP0391  HISTORY     - 1982     GOOD             NGS
 RP0391
 RP0391                          STATION DESCRIPTION
 RP0391
 RP0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0391'5.7 MI NW FROM FARGO.
 RP0391'5.7 MILES NORTHWEST OF CITY WATER TANK AT FARGO.  ALONG GREAT NORTHERN
 RP0391'RAILROAD 22 POLES NORTHWEST OF MILEPOST NO. 29, FIRST POLE SOUTH OF
 RP0391'PUBLIC CROSSING AND NEAR TILE CULVERT NO. 35.  SET IN POST 3 FEET
 RP0391'BELOW RAIL LEVEL, 8 FEET SOUTHEAST OF POLE, 14 FEET NORTHEAST OF
 RP0391'FENCE, 65 FEET SOUTHWEST OF CENTER LINE OF TRACK AND 75 FEET SOUTHEAST
 RP0391'OF ROAD.  STANDARD DISK SET IN CONCRETE POST, STAMPED G 47 1934.
 RP0391
 RP0391                          STATION RECOVERY (1971)
 RP0391
 RP0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP0391'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 RP0391'
 RP0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 RP0391'SOUTHEAST OF HARWOOD
 RP0391
 RP0391                          STATION RECOVERY (1971)
 RP0391
 RP0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 RP0391'RECOVERED IN GOOD CONDITION.
 RP0391
 RP0391                          STATION RECOVERY (1982)
 RP0391
 RP0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1908 ***********************************************************************
 TF1908  DESIGNATION -  G 472
 TF1908  PID         -  TF1908
 TF1908  STATE/COUNTY-  ND/MCHENRY
 TF1908  USGS QUAD   -  NORWICH (1949)
 TF1908
 TF1908                         *CURRENT SURVEY CONTROL
 TF1908  ___________________________________________________________________
 TF1908* NAD 83(1986)-  48 14 24.     (N)    100 58 24.     (W)     SCALED    
 TF1908* NAVD 88     -       472.435  (meters)    1549.98   (feet)  ADJUSTED  
 TF1908  ___________________________________________________________________
 TF1908  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TF1908  DYNAMIC HT  -         472.523 (meters)    1550.27  (feet)  COMP
 TF1908  MODELED GRAV-     980,781.6   (mgal)                       NAVD 88
 TF1908
 TF1908  VERT ORDER  -  FIRST     CLASS II
 TF1908
 TF1908.The horizontal coordinates were scaled from a topographic map and have
 TF1908.an estimated accuracy of +/- 6 seconds.
 TF1908
 TF1908.The orthometric height was determined by differential leveling
 TF1908.and adjusted by the National Geodetic Survey in June 1991..
 TF1908
 TF1908.The geoid height was determined by GEOID03.
 TF1908
 TF1908.The dynamic height is computed by dividing the NAVD 88
 TF1908.geopotential number by the normal gravity value computed on the
 TF1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1908.degrees latitude (g = 980.6199 gals.).
 TF1908
 TF1908.The modeled gravity was interpolated from observed gravity values.
 TF1908
 TF1908;                    North         East    Units  Estimated Accuracy
 TF1908;SPC ND N     -   137,970.      564,840.      MT  (+/- 180 meters Scaled)
 TF1908
 TF1908                          SUPERSEDED SURVEY CONTROL
 TF1908
 TF1908.No superseded survey control is available for this station.
 TF1908
 TF1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU534448(NAD 83)
 TF1908_MARKER: I = METAL ROD
 TF1908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1908_SP_SET: STAINLESS STEEL ROD
 TF1908_STAMPING: G 472 1982
 TF1908_MARK LOGO: NGS   
 TF1908_PROJECTION: FLUSH
 TF1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1908_ROD/PIPE-DEPTH: 8.5  meters
 TF1908
 TF1908  HISTORY     - Date     Condition        Report By
 TF1908  HISTORY     - 1982     MONUMENTED       NGS
 TF1908
 TF1908                          STATION DESCRIPTION
 TF1908
 TF1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1908'12.4 KM (7.7 MI) EAST FROM SURREY.
 TF1908'12.4 KM (7.7 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1908'ROAD 12 NORTH IN SURREY, SET AT A SECTION LINE ROAD, 49.0 METERS
 TF1908'(161.0 FT) WEST OF THE CENTER OF A GRAVEL ROAD, 31.3 METERS (103.0 FT)
 TF1908'NORTH OF THE CENTERLINE OF THE HIGHWAY, 18.4 METERS (60.5 FT) WEST OF
 TF1908'A RIGHT-OF-WAY MARKER, 1.5 METERS (5.0 FT) EAST OF A POWERLINE POLE.
 TF1908'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TF1908'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0441 ***********************************************************************
 RQ0441  DESIGNATION -  G 473
 RQ0441  PID         -  RQ0441
 RQ0441  STATE/COUNTY-  ND/STUTSMAN
 RQ0441  USGS QUAD   -  ELDRIDGE (1990)
 RQ0441
 RQ0441                         *CURRENT SURVEY CONTROL
 RQ0441  ___________________________________________________________________
 RQ0441* NAD 83(1986)-  46 53 35.     (N)    098 50 51.     (W)     SCALED    
 RQ0441* NAVD 88     -       467.265  (meters)    1533.02   (feet)  ADJUSTED  
 RQ0441  ___________________________________________________________________
 RQ0441  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 RQ0441  DYNAMIC HT  -         467.283 (meters)    1533.08  (feet)  COMP
 RQ0441  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RQ0441
 RQ0441  VERT ORDER  -  FIRST     CLASS II
 RQ0441
 RQ0441.The horizontal coordinates were scaled from a topographic map and have
 RQ0441.an estimated accuracy of +/- 6 seconds.
 RQ0441
 RQ0441.The orthometric height was determined by differential leveling
 RQ0441.and adjusted by the National Geodetic Survey in June 1991..
 RQ0441
 RQ0441.The geoid height was determined by GEOID03.
 RQ0441
 RQ0441.The dynamic height is computed by dividing the NAVD 88
 RQ0441.geopotential number by the normal gravity value computed on the
 RQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0441.degrees latitude (g = 980.6199 gals.).
 RQ0441
 RQ0441.The modeled gravity was interpolated from observed gravity values.
 RQ0441
 RQ0441;                    North         East    Units  Estimated Accuracy
 RQ0441;SPC ND S     -   137,650.      725,920.      MT  (+/- 180 meters Scaled)
 RQ0441
 RQ0441                          SUPERSEDED SURVEY CONTROL
 RQ0441
 RQ0441.No superseded survey control is available for this station.
 RQ0441
 RQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS116932(NAD 83)
 RQ0441_MARKER: I = METAL ROD
 RQ0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0441_SP_SET: STAINLESS STEEL ROD
 RQ0441_STAMPING: G 473 1982
 RQ0441_MARK LOGO: NGS   
 RQ0441_PROJECTION: FLUSH
 RQ0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0441_ROD/PIPE-DEPTH: 5.4  meters
 RQ0441
 RQ0441  HISTORY     - Date     Condition        Report By
 RQ0441  HISTORY     - 1982     MONUMENTED       NGS
 RQ0441
 RQ0441                          STATION DESCRIPTION
 RQ0441
 RQ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0441'10.2 KM (6.35 MI) WEST FROM JAMESTOWN.
 RQ0441'10.2 KM (6.35 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RQ0441'INTERSECTION OF U.S. HIGHWAY 281 IN JAMESTOWN, AT THE RIGHT OF WAY
 RQ0441'FENCE OF THE ELDRIDGE EXIT, 0.4 METER (1.5 FT) SOUTH OF THE RIGHT OF
 RQ0441'WAY FENCE, 0.6 METER (2.0 FT) WEST OF A BRACED FENCE POST (THE MIDDLE
 RQ0441'ONE OF THREE), 0.7 METER (2.5 FT) WEST-SOUTHWEST OF A RIGHT OF WAY
 RQ0441'MARKER, 12.4 METERS (41.0 FT) SOUTH OF THE CENTER OF A GRAVEL FRONTAGE
 RQ0441'ROAD, 39.6 METERS (130.0 FT) NORTHEAST OF THE NORTH END OF A CONCRETE
 RQ0441'PIPE CULVERT, AND 51.2 METERS (168.0 FT) NORTH OF THE CENTERLINE OF
 RQ0441'THE WESTBOUND LANES OF THE INTERSTATE.  NOTE, DRIVEN TO REFUSAL.
 RQ0441'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0441'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1616 ***********************************************************************
 TE1616  DESIGNATION -  G 474
 TE1616  PID         -  TE1616
 TE1616  STATE/COUNTY-  ND/PIERCE
 TE1616  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1616
 TE1616                         *CURRENT SURVEY CONTROL
 TE1616  ___________________________________________________________________
 TE1616* NAD 83(1986)-  48 21 16.     (N)    099 51 42.     (W)     SCALED    
 TE1616* NAVD 88     -       476.779  (meters)    1564.23   (feet)  ADJUSTED  
 TE1616  ___________________________________________________________________
 TE1616  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 TE1616  DYNAMIC HT  -         476.871 (meters)    1564.53  (feet)  COMP
 TE1616  MODELED GRAV-     980,788.6   (mgal)                       NAVD 88
 TE1616
 TE1616  VERT ORDER  -  FIRST     CLASS II
 TE1616
 TE1616.The horizontal coordinates were scaled from a topographic map and have
 TE1616.an estimated accuracy of +/- 6 seconds.
 TE1616
 TE1616.The orthometric height was determined by differential leveling
 TE1616.and adjusted by the National Geodetic Survey in June 1991..
 TE1616
 TE1616.The geoid height was determined by GEOID03.
 TE1616
 TE1616.The dynamic height is computed by dividing the NAVD 88
 TE1616.geopotential number by the normal gravity value computed on the
 TE1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1616.degrees latitude (g = 980.6199 gals.).
 TE1616
 TE1616.The modeled gravity was interpolated from observed gravity values.
 TE1616
 TE1616;                    North         East    Units  Estimated Accuracy
 TE1616;SPC ND N     -   150,790.      647,310.      MT  (+/- 180 meters Scaled)
 TE1616
 TE1616                          SUPERSEDED SURVEY CONTROL
 TE1616
 TE1616.No superseded survey control is available for this station.
 TE1616
 TE1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU361560(NAD 83)
 TE1616_MARKER: I = METAL ROD
 TE1616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1616_SP_SET: STAINLESS STEEL ROD
 TE1616_STAMPING: G 474 1982
 TE1616_MARK LOGO: NGS   
 TE1616_PROJECTION: FLUSH
 TE1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1616+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 TE1616_ROD/PIPE-DEPTH: 9.8  meters
 TE1616
 TE1616  HISTORY     - Date     Condition        Report By
 TE1616  HISTORY     - 1982     MONUMENTED       NGS
 TE1616  HISTORY     - 20000912 GOOD             NDHD
 TE1616
 TE1616                          STATION DESCRIPTION
 TE1616
 TE1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1616'10.3 KM (6.4 MI) EAST FROM RUGBY.
 TE1616'10.3 KM (6.4 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 TE1616'OF STATE ROUTE 3 IN RUGBY, 0.2 KM (0.1 MI) WEST OF HIGHWAY MILEPOST
 TE1616'NUMBER 218, 0.7 METERS (2.3 FT) EAST OF A POWERLINE POLE, AND 31.9
 TE1616'METERS (104.5 FT) WEST OF THE CENTERLINE OF THE WESTBOUND LANE OF
 TE1616'HIGHWAY.
 TE1616'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 TE1616'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TE1616
 TE1616                          STATION RECOVERY (2000)
 TE1616
 TE1616'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1616'STAMPED 'G 474 1982'
 TE1616'CHANGED DESCRIPTION - 104.5 FT NORTH(INSTEAD OF WEST) OF THE
 TE1616'CENTERLINE OF WESTBOUND LANE OF US HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1870 ***********************************************************************
 TF1870  DESIGNATION -  G 475
 TF1870  PID         -  TF1870
 TF1870  STATE/COUNTY-  ND/ROLETTE
 TF1870  USGS QUAD   -  FONDA (1955)
 TF1870
 TF1870                         *CURRENT SURVEY CONTROL
 TF1870  ___________________________________________________________________
 TF1870* NAD 83(1986)-  48 44 51.     (N)    100 03 03.     (W)     SCALED    
 TF1870* NAVD 88     -       488.566  (meters)    1602.90   (feet)  ADJUSTED  
 TF1870  ___________________________________________________________________
 TF1870  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 TF1870  DYNAMIC HT  -         488.689 (meters)    1603.31  (feet)  COMP
 TF1870  MODELED GRAV-     980,845.5   (mgal)                       NAVD 88
 TF1870
 TF1870  VERT ORDER  -  FIRST     CLASS II
 TF1870
 TF1870.The horizontal coordinates were scaled from a topographic map and have
 TF1870.an estimated accuracy of +/- 6 seconds.
 TF1870
 TF1870.The orthometric height was determined by differential leveling
 TF1870.and adjusted by the National Geodetic Survey in June 1991..
 TF1870
 TF1870.The geoid height was determined by GEOID03.
 TF1870
 TF1870.The dynamic height is computed by dividing the NAVD 88
 TF1870.geopotential number by the normal gravity value computed on the
 TF1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1870.degrees latitude (g = 980.6199 gals.).
 TF1870
 TF1870.The modeled gravity was interpolated from observed gravity values.
 TF1870
 TF1870;                    North         East    Units  Estimated Accuracy
 TF1870;SPC ND N     -   194,390.      633,030.      MT  (+/- 180 meters Scaled)
 TF1870
 TF1870                          SUPERSEDED SURVEY CONTROL
 TF1870
 TF1870.No superseded survey control is available for this station.
 TF1870
 TF1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU227999(NAD 83)
 TF1870_MARKER: I = METAL ROD
 TF1870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1870_SP_SET: STAINLESS STEEL ROD
 TF1870_STAMPING: G 475 1982
 TF1870_MARK LOGO: NGS   
 TF1870_PROJECTION: FLUSH
 TF1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1870_ROD/PIPE-DEPTH: 6.1  meters
 TF1870
 TF1870  HISTORY     - Date     Condition        Report By
 TF1870  HISTORY     - 1982     MONUMENTED       NGS
 TF1870
 TF1870                          STATION DESCRIPTION
 TF1870
 TF1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1870'6.4 KM (4.0 MI) SOUTH FROM DUNSEITH.
 TF1870'6.4 KM (4.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 TF1870'HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD, 30.5 METERS
 TF1870'(100.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.2 METERS
 TF1870'(37.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.2 METERS (4.0 FT)
 TF1870'SOUTH OF A BRACED CORNER FENCE POST, AND 0.3 METER (1.0 FT) WEST OF A
 TF1870'FENCE LINE.
 TF1870'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1870'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1948 ***********************************************************************
 TF1948  DESIGNATION -  G 476
 TF1948  PID         -  TF1948
 TF1948  STATE/COUNTY-  ND/PIERCE
 TF1948  USGS QUAD   -  BERWICK (1954)
 TF1948
 TF1948                         *CURRENT SURVEY CONTROL
 TF1948  ___________________________________________________________________
 TF1948* NAD 83(1986)-  48 21 21.     (N)    100 10 17.     (W)     SCALED    
 TF1948* NAVD 88     -       458.043  (meters)    1502.76   (feet)  ADJUSTED  
 TF1948  ___________________________________________________________________
 TF1948  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF1948  DYNAMIC HT  -         458.136 (meters)    1503.07  (feet)  COMP
 TF1948  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TF1948
 TF1948  VERT ORDER  -  FIRST     CLASS II
 TF1948
 TF1948.The horizontal coordinates were scaled from a topographic map and have
 TF1948.an estimated accuracy of +/- 6 seconds.
 TF1948
 TF1948.The orthometric height was determined by differential leveling
 TF1948.and adjusted by the National Geodetic Survey in June 1991..
 TF1948
 TF1948.The geoid height was determined by GEOID03.
 TF1948
 TF1948.The dynamic height is computed by dividing the NAVD 88
 TF1948.geopotential number by the normal gravity value computed on the
 TF1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1948.degrees latitude (g = 980.6199 gals.).
 TF1948
 TF1948.The modeled gravity was interpolated from observed gravity values.
 TF1948
 TF1948;                    North         East    Units  Estimated Accuracy
 TF1948;SPC ND N     -   150,800.      624,350.      MT  (+/- 180 meters Scaled)
 TF1948
 TF1948                          SUPERSEDED SURVEY CONTROL
 TF1948
 TF1948.No superseded survey control is available for this station.
 TF1948
 TF1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU132565(NAD 83)
 TF1948_MARKER: I = METAL ROD
 TF1948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1948_SP_SET: STAINLESS STEEL ROD
 TF1948_STAMPING: G 476 1982
 TF1948_MARK LOGO: NGS   
 TF1948_PROJECTION: FLUSH
 TF1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1948_ROD/PIPE-DEPTH: 9.7  meters
 TF1948
 TF1948  HISTORY     - Date     Condition        Report By
 TF1948  HISTORY     - 1982     MONUMENTED       NGS
 TF1948
 TF1948                          STATION DESCRIPTION
 TF1948
 TF1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1948'12.9 KM (8.0 MI) WEST FROM RUGBY.
 TF1948'12.9 KM (8.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1948'HIGHWAY 3 IN RUGBY, AT A SECTION LINE ROAD, 0.7 METER (2.5 FT) EAST OF
 TF1948'A POWERLINE POLE WITH TWO GUY WIRES, 2.7 METERS (9.0 FT) SOUTH OF A
 TF1948'GUY WIRE, 2.7 METERS (9.0 FT) NORTH OF A GUY WIRE, 12.4 METERS
 TF1948'(41.0 FT) EAST OF THE CENTER OF THE SECTION LINE ROAD, AND 30.1 METERS
 TF1948'(99.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TF1948'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1948'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1168 ***********************************************************************
 SL1168  DESIGNATION -  G 477
 SL1168  PID         -  SL1168
 SL1168  STATE/COUNTY-  ND/GRAND FORKS
 SL1168  USGS QUAD   -  NIAGARA (1963)
 SL1168
 SL1168                         *CURRENT SURVEY CONTROL
 SL1168  ___________________________________________________________________
 SL1168* NAD 83(1986)-  47 59 54.     (N)    097 49 02.     (W)     SCALED    
 SL1168* NAVD 88     -       413.351  (meters)    1356.14   (feet)  ADJUSTED  
 SL1168  ___________________________________________________________________
 SL1168  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 SL1168  DYNAMIC HT  -         413.419 (meters)    1356.36  (feet)  COMP
 SL1168  MODELED GRAV-     980,764.8   (mgal)                       NAVD 88
 SL1168
 SL1168  VERT ORDER  -  FIRST     CLASS II
 SL1168
 SL1168.The horizontal coordinates were scaled from a topographic map and have
 SL1168.an estimated accuracy of +/- 6 seconds.
 SL1168
 SL1168.The orthometric height was determined by differential leveling
 SL1168.and adjusted by the National Geodetic Survey in June 1991..
 SL1168
 SL1168.The geoid height was determined by GEOID03.
 SL1168
 SL1168.The dynamic height is computed by dividing the NAVD 88
 SL1168.geopotential number by the normal gravity value computed on the
 SL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1168.degrees latitude (g = 980.6199 gals.).
 SL1168
 SL1168.The modeled gravity was interpolated from observed gravity values.
 SL1168
 SL1168;                    North         East    Units  Estimated Accuracy
 SL1168;SPC ND N     -   114,480.      800,160.      MT  (+/- 180 meters Scaled)
 SL1168
 SL1168                          SUPERSEDED SURVEY CONTROL
 SL1168
 SL1168.No superseded survey control is available for this station.
 SL1168
 SL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU882167(NAD 83)
 SL1168_MARKER: I = METAL ROD
 SL1168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1168_SP_SET: STAINLESS STEEL ROD
 SL1168_STAMPING: G 477 1982
 SL1168_MARK LOGO: NGS   
 SL1168_PROJECTION: FLUSH
 SL1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1168_ROD/PIPE-DEPTH: 3.65 meters
 SL1168
 SL1168  HISTORY     - Date     Condition        Report By
 SL1168  HISTORY     - 1982     MONUMENTED       NGS
 SL1168
 SL1168                          STATION DESCRIPTION
 SL1168
 SL1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1168'22.1 KM (13.75 MI) NW FROM LARIMORE.
 SL1168'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1168'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL1168'17.4 KM (10.8 MI) WEST ALONG U.S. HIGHWAY 2, ALSO 14.3 KM (8.9 MI)
 SL1168'EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY ROAD 5 IN
 SL1168'PETERSBURG, SOUTHEAST OF THE NORTHERNMOST OF 2 GALVANIZED DRAIN PIPES
 SL1168'(CULVERT) UNDER ACCESS TURN OFF TO TWO PROPERTY LINES, 30.6 METERS
 SL1168'(99.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 SL1168'HIGHWAY, 20.2 METERS (66.25 FT) EAST OF A GRAVEL TURN OFF ACCESS ROAD
 SL1168'TO THE DOUBLE PROPERTY LINE, 14.5 METERS (47.55 FT) SOUTHEAST OF THE
 SL1168'NORTHERNMOST OF TWO 2 FOOT GALVANIZED DRAIN PIPES (CULVERT) UNDER
 SL1168'ACCESS TURN OFF, 6.5 METERS (22.15 FT) EAST OF PROPERTY LINE CORNER
 SL1168'FENCE, 0.65 METERS (2.15 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER.
 SL1168'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 SL1168'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1567 ***********************************************************************
 TE1567  DESIGNATION -  G 478
 TE1567  PID         -  TE1567
 TE1567  STATE/COUNTY-  ND/RAMSEY
 TE1567  USGS QUAD   -  CRARY (1994)
 TE1567
 TE1567                         *CURRENT SURVEY CONTROL
 TE1567  ___________________________________________________________________
 TE1567* NAD 83(1986)-  48 02 57.     (N)    098 43 30.     (W)     SCALED    
 TE1567* NAVD 88     -       454.802  (meters)    1492.13   (feet)  ADJUSTED  
 TE1567  ___________________________________________________________________
 TE1567  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 TE1567  DYNAMIC HT  -         454.877 (meters)    1492.38  (feet)  COMP
 TE1567  MODELED GRAV-     980,761.2   (mgal)                       NAVD 88
 TE1567
 TE1567  VERT ORDER  -  FIRST     CLASS II
 TE1567
 TE1567.The horizontal coordinates were scaled from a topographic map and have
 TE1567.an estimated accuracy of +/- 6 seconds.
 TE1567
 TE1567.The orthometric height was determined by differential leveling
 TE1567.and adjusted by the National Geodetic Survey in June 1991..
 TE1567
 TE1567.The geoid height was determined by GEOID03.
 TE1567
 TE1567.The dynamic height is computed by dividing the NAVD 88
 TE1567.geopotential number by the normal gravity value computed on the
 TE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1567.degrees latitude (g = 980.6199 gals.).
 TE1567
 TE1567.The modeled gravity was interpolated from observed gravity values.
 TE1567
 TE1567;                    North         East    Units  Estimated Accuracy
 TE1567;SPC ND N     -   118,170.      732,310.      MT  (+/- 180 meters Scaled)
 TE1567
 TE1567                          SUPERSEDED SURVEY CONTROL
 TE1567
 TE1567.No superseded survey control is available for this station.
 TE1567
 TE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU204218(NAD 83)
 TE1567_MARKER: I = METAL ROD
 TE1567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1567_SP_SET: STAINLESS STEEL ROD
 TE1567_STAMPING: G 478 1982
 TE1567_MARK LOGO: NGS   
 TE1567_PROJECTION: FLUSH
 TE1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1567_ROD/PIPE-DEPTH: 6.0  meters
 TE1567
 TE1567  HISTORY     - Date     Condition        Report By
 TE1567  HISTORY     - 1982     MONUMENTED       NGS
 TE1567
 TE1567                          STATION DESCRIPTION
 TE1567
 TE1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1567'13.1 KM (8.15 MI) EAST FROM DEVILS LAKE.
 TE1567'13.1 KM (8.15 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1567'HIGHWAY 20 IN DEVILS LAKE, TO A ROW OF 7 GRAIN BINS LINED UP IN AN
 TE1567'EAST-WEST DIRECTION, 30.4 METERS (100.0 FT) SOUTH OF THE CENTERLINE OF
 TE1567'THE EASTBOUND LANE OF THE HIGHWAY, 29.2 METERS (96.0 FT) WEST OF THE
 TE1567'CENTER OF A GRAVEL PROPERTY LINE AND PRIVATE ROAD, 9.2 METERS
 TE1567'(30.5 FT) EAST OF A POWERLINE POLE, AND 0.6 METER (2.0 FT) EAST OF A
 TE1567'RIGHT OF WAY MARKER.
 TE1567'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1567'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1594 ***********************************************************************
 TE1594  DESIGNATION -  G 479
 TE1594  PID         -  TE1594
 TE1594  STATE/COUNTY-  ND/RAMSEY
 TE1594  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1594
 TE1594                         *CURRENT SURVEY CONTROL
 TE1594  ___________________________________________________________________
 TE1594* NAD 83(1986)-  48 16 17.     (N)    099 11 48.     (W)     SCALED    
 TE1594* NAVD 88     -       445.852  (meters)    1462.77   (feet)  ADJUSTED  
 TE1594  ___________________________________________________________________
 TE1594  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 TE1594  DYNAMIC HT  -         445.934 (meters)    1463.04  (feet)  COMP
 TE1594  MODELED GRAV-     980,779.5   (mgal)                       NAVD 88
 TE1594
 TE1594  VERT ORDER  -  FIRST     CLASS II
 TE1594
 TE1594.The horizontal coordinates were scaled from a topographic map and have
 TE1594.an estimated accuracy of +/- 6 seconds.
 TE1594
 TE1594.The orthometric height was determined by differential leveling
 TE1594.and adjusted by the National Geodetic Survey in June 1991..
 TE1594
 TE1594.The geoid height was determined by GEOID03.
 TE1594
 TE1594.The dynamic height is computed by dividing the NAVD 88
 TE1594.geopotential number by the normal gravity value computed on the
 TE1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1594.degrees latitude (g = 980.6199 gals.).
 TE1594
 TE1594.The modeled gravity was interpolated from observed gravity values.
 TE1594
 TE1594;                    North         East    Units  Estimated Accuracy
 TE1594;SPC ND N     -   142,170.      696,740.      MT  (+/- 180 meters Scaled)
 TE1594
 TE1594                          SUPERSEDED SURVEY CONTROL
 TE1594
 TE1594  NGVD 29 (04/23/90)  445.484  (m)         1461.56   (f) ADJUSTED    1 2
 TE1594
 TE1594.Superseded values are not recommended for survey control.
 TE1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1594.See file dsdata.txt to determine how the superseded data were derived.
 TE1594
 TE1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU854464(NAD 83)
 TE1594_MARKER: I = METAL ROD
 TE1594_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1594_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1594_STAMPING: G 479 1982
 TE1594_MARK LOGO: NGS   
 TE1594_PROJECTION: RECESSED 3 CENTIMETERS
 TE1594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1594+STABILITY: POSITION/ELEVATION WELL
 TE1594_ROD/PIPE-DEPTH: 13.4 meters
 TE1594_SLEEVE-DEPTH  : 10.7 meters
 TE1594
 TE1594  HISTORY     - Date     Condition        Report By
 TE1594  HISTORY     - 1982     MONUMENTED       NGS
 TE1594  HISTORY     - 1982     GOOD             NGS
 TE1594
 TE1594                          STATION DESCRIPTION
 TE1594
 TE1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1594'IN CHURCHS FERRY.
 TE1594'IN CHURCHS FERRY, IN THE FRONT LAWN BY THE FLAGPOLE AT THE CHURCHS
 TE1594'FERRY PUBLIC SCHOOL, 0.3 KM (0.2 MI) NORTH OF THE POST OFFICE,
 TE1594'20.4 METERS (67.0 FT) WEST OF THE CENTER OF A EAST-WEST GRAVEL ROAD IN
 TE1594'FRONT OF THE SCHOOL, 10.3 METERS (34.0 FT) WEST OF A METAL PIPE GUARD
 TE1594'RAIL ON THE EAST SIDE OF THE SCHOOL, 12.8 METERS (42.0 FT) NORTH
 TE1594'NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 9.9 METERS
 TE1594'(32.5 FT) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL,
 TE1594'8.8 METERS (28.5 FT) SOUTHEAST OF THE CENTER OF TWO DOORS AT THE MAIN
 TE1594'ENTRANCE, 6.0 METERS (20.0 FT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 TE1594'LEADING TO THE MAIN ENTRANCE, 11.4 METERS (37.5 FT) SOUTHWEST OF BENCH
 TE1594'MARK L 2 WHICH IS SET IN THE CENTER OF THE SIDEWALK, 1.2 METERS
 TE1594'(4.0 FT) SOUTH OF THE FLAGPOLE, AND 2.7 METERS (9.0 FT) EAST OF THE
 TE1594'EAST FACE OF THE SCHOOL.
 TE1594'THE MARK IS 0.6 M ABOVE STREET.
 TE1594
 TE1594                          STATION RECOVERY (1982)
 TE1594
 TE1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0492 ***********************************************************************
 SL0492  DESIGNATION -  G 48
 SL0492  PID         -  SL0492
 SL0492  STATE/COUNTY-  ND/TRAILL
 SL0492  USGS QUAD   -  HILLSBORO (1984)
 SL0492
 SL0492                         *CURRENT SURVEY CONTROL
 SL0492  ___________________________________________________________________
 SL0492* NAD 83(1986)-  47 29 23.     (N)    097 04 35.     (W)     SCALED    
 SL0492* NAVD 88     -       280.239  (meters)     919.42   (feet)  ADJUSTED  
 SL0492  ___________________________________________________________________
 SL0492  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0492  DYNAMIC HT  -         280.278 (meters)     919.55  (feet)  COMP
 SL0492  MODELED GRAV-     980,744.9   (mgal)                       NAVD 88
 SL0492
 SL0492  VERT ORDER  -  SECOND    CLASS 0
 SL0492
 SL0492.The horizontal coordinates were scaled from a topographic map and have
 SL0492.an estimated accuracy of +/- 6 seconds.
 SL0492
 SL0492.The orthometric height was determined by differential leveling
 SL0492.and adjusted by the National Geodetic Survey in June 1991..
 SL0492
 SL0492.The geoid height was determined by GEOID03.
 SL0492
 SL0492.The dynamic height is computed by dividing the NAVD 88
 SL0492.geopotential number by the normal gravity value computed on the
 SL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0492.degrees latitude (g = 980.6199 gals.).
 SL0492
 SL0492.The modeled gravity was interpolated from observed gravity values.
 SL0492
 SL0492;                    North         East    Units  Estimated Accuracy
 SL0492;SPC ND N     -    60,180.      857,910.      MT  (+/- 180 meters Scaled)
 SL0492
 SL0492                          SUPERSEDED SURVEY CONTROL
 SL0492
 SL0492  NGVD 29 (??/??/92)  279.887  (m)          918.26   (f) ADJ UNCH    2 0
 SL0492
 SL0492.Superseded values are not recommended for survey control.
 SL0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0492.See file dsdata.txt to determine how the superseded data were derived.
 SL0492
 SL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT449613(NAD 83)
 SL0492_MARKER: DB = BENCH MARK DISK
 SL0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0492_SP_SET: BRIDGE
 SL0492_STAMPING: G 48 1934
 SL0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0492
 SL0492  HISTORY     - Date     Condition        Report By
 SL0492  HISTORY     - 1934     MONUMENTED       CGS
 SL0492  HISTORY     - 1964     GOOD             NGS
 SL0492
 SL0492                          STATION DESCRIPTION
 SL0492
 SL0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0492'1.8 MI S FROM CUMMINGS.
 SL0492'1.8 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0492'CUMMINGS, IN S 6, T 146 N, R 50 W, 13 POLES NORTH OF MILEPOST 68, 4
 SL0492'1/2 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE
 SL0492'NORTH CONCRETE ABUTMENT OF CONCRETE BRIDGE NUMBER 68.3, AND ABOUT 1
 SL0492'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0988 ***********************************************************************
 SM0988  DESIGNATION -  G 480
 SM0988  PID         -  SM0988
 SM0988  STATE/COUNTY-  ND/BENSON
 SM0988  USGS QUAD   -  OBERON (1986)
 SM0988
 SM0988                         *CURRENT SURVEY CONTROL
 SM0988  ___________________________________________________________________
 SM0988* NAD 83(1986)-  47 58 42.     (N)    099 08 47.     (W)     SCALED    
 SM0988* NAVD 88     -       449.557  (meters)    1474.92   (feet)  ADJUSTED  
 SM0988  ___________________________________________________________________
 SM0988  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 SM0988  DYNAMIC HT  -         449.626 (meters)    1475.15  (feet)  COMP
 SM0988  MODELED GRAV-     980,750.4   (mgal)                       NAVD 88
 SM0988
 SM0988  VERT ORDER  -  FIRST     CLASS II
 SM0988
 SM0988.The horizontal coordinates were scaled from a topographic map and have
 SM0988.an estimated accuracy of +/- 6 seconds.
 SM0988
 SM0988.The orthometric height was determined by differential leveling
 SM0988.and adjusted by the National Geodetic Survey in June 1991..
 SM0988
 SM0988.The geoid height was determined by GEOID03.
 SM0988
 SM0988.The dynamic height is computed by dividing the NAVD 88
 SM0988.geopotential number by the normal gravity value computed on the
 SM0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0988.degrees latitude (g = 980.6199 gals.).
 SM0988
 SM0988.The modeled gravity was interpolated from observed gravity values.
 SM0988
 SM0988;                    North         East    Units  Estimated Accuracy
 SM0988;SPC ND N     -   109,660.      701,040.      MT  (+/- 180 meters Scaled)
 SM0988
 SM0988                          SUPERSEDED SURVEY CONTROL
 SM0988
 SM0988  NGVD 29 (04/23/90)  449.180  (m)         1473.68   (f) ADJUSTED    1 2
 SM0988
 SM0988.Superseded values are not recommended for survey control.
 SM0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0988.See file dsdata.txt to determine how the superseded data were derived.
 SM0988
 SM0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU890139(NAD 83)
 SM0988_MARKER: I = METAL ROD
 SM0988_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0988_SP_SET: STAINLESS STEEL ROD
 SM0988_STAMPING: G 480 1982
 SM0988_MARK LOGO: NGS   
 SM0988_PROJECTION: FLUSH
 SM0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0988_ROD/PIPE-DEPTH: 8.53 meters
 SM0988
 SM0988  HISTORY     - Date     Condition        Report By
 SM0988  HISTORY     - 1982     MONUMENTED       NGS
 SM0988
 SM0988                          STATION DESCRIPTION
 SM0988
 SM0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0988'10.9 KM (6.8 MI) NE FROM OBERON.
 SM0988'6.1 KM (3.8 MI) NORTH ALONG (OLD) U.S. HIGHWAY 281 FROM OBERON TO A
 SM0988'CROSSROAD AND (NEW) U.S. HIGHWAY 281, THENCE 4.8 KM (3.0 MI) EAST
 SM0988'ALONG (NEW) U.S. HIGHWAY 281 TO A FIELD TRACK ROAD (NORTH) AND MARK,
 SM0988'34.3 METERS (112.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SM0988'19.2 METERS (63.0 FT) WEST OF THE CENTER OF THE FIELD TRACK ROAD,
 SM0988'18.3 METERS (60.0 FT) EAST-SOUTHEAST OF A WOOD RIGHT-OF-WAY POST,
 SM0988'16.0 METERS (52.5 FT) EAST-NORTHEAST OF A WOOD RIGHT-OF-WAY POST, AND
 SM0988'3.0 METERS (10.0 FT) NORTH OF A POWERLINE POLE.
 SM0988'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SM0988'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1011 ***********************************************************************
 SM1011  DESIGNATION -  G 481
 SM1011  PID         -  SM1011
 SM1011  STATE/COUNTY-  ND/EDDY
 SM1011  USGS QUAD   -  NEW ROCKFORD NE (1986)
 SM1011
 SM1011                         *CURRENT SURVEY CONTROL
 SM1011  ___________________________________________________________________
 SM1011* NAD 83(1986)-  47 40 16.     (N)    099 07 27.     (W)     SCALED    
 SM1011* NAVD 88     -       465.010  (meters)    1525.62   (feet)  ADJUSTED  
 SM1011  ___________________________________________________________________
 SM1011  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SM1011  DYNAMIC HT  -         465.059 (meters)    1525.78  (feet)  COMP
 SM1011  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 SM1011
 SM1011  VERT ORDER  -  FIRST     CLASS II
 SM1011
 SM1011.The horizontal coordinates were scaled from a topographic map and have
 SM1011.an estimated accuracy of +/- 6 seconds.
 SM1011
 SM1011.The orthometric height was determined by differential leveling
 SM1011.and adjusted by the National Geodetic Survey in June 1991..
 SM1011
 SM1011.The geoid height was determined by GEOID03.
 SM1011
 SM1011.The dynamic height is computed by dividing the NAVD 88
 SM1011.geopotential number by the normal gravity value computed on the
 SM1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1011.degrees latitude (g = 980.6199 gals.).
 SM1011
 SM1011.The modeled gravity was interpolated from observed gravity values.
 SM1011
 SM1011;                    North         East    Units  Estimated Accuracy
 SM1011;SPC ND N     -    75,540.      703,310.      MT  (+/- 180 meters Scaled)
 SM1011
 SM1011                          SUPERSEDED SURVEY CONTROL
 SM1011
 SM1011  NGVD 29 (04/23/90)  464.622  (m)         1524.35   (f) ADJUSTED    1 2
 SM1011
 SM1011.Superseded values are not recommended for survey control.
 SM1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1011.See file dsdata.txt to determine how the superseded data were derived.
 SM1011
 SM1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT906797(NAD 83)
 SM1011_MARKER: I = METAL ROD
 SM1011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1011_SP_SET: STAINLESS STEEL ROD
 SM1011_STAMPING: G 481 1982
 SM1011_MARK LOGO: NGS   
 SM1011_PROJECTION: FLUSH
 SM1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1011_ROD/PIPE-DEPTH: 4.87 meters
 SM1011
 SM1011  HISTORY     - Date     Condition        Report By
 SM1011  HISTORY     - 1982     MONUMENTED       NGS
 SM1011
 SM1011                          STATION DESCRIPTION
 SM1011
 SM1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1011'2.2 KM (1.4 MI) SOUTH FROM NEW ROCKFORD.
 SM1011'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1011'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 1.4 KM (0.85 MI)
 SM1011'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, ON THE EAST SIDE OF THE
 SM1011'HIGHWAY, 48.2 METERS (158.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SM1011'22.7 METERS (74.5 FT) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY POST,
 SM1011'1.5 METERS (5.0 FT) EAST OF A FENCE LINE, AND 0.3 METER (1.0 FT) SOUTH
 SM1011'OF A FENCE LINE.
 SM1011'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SM1011'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1036 ***********************************************************************
 SM1036  DESIGNATION -  G 482
 SM1036  PID         -  SM1036
 SM1036  STATE/COUNTY-  ND/STUTSMAN
 SM1036  USGS QUAD   -  MELVILLE (1986)
 SM1036
 SM1036                         *CURRENT SURVEY CONTROL
 SM1036  ___________________________________________________________________
 SM1036* NAD 83(1986)-  47 17 57.     (N)    099 00 32.     (W)     SCALED    
 SM1036* NAVD 88     -       487.690  (meters)    1600.03   (feet)  ADJUSTED  
 SM1036  ___________________________________________________________________
 SM1036  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1036  DYNAMIC HT  -         487.730 (meters)    1600.16  (feet)  COMP
 SM1036  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 SM1036
 SM1036  VERT ORDER  -  FIRST     CLASS II
 SM1036
 SM1036.The horizontal coordinates were scaled from a topographic map and have
 SM1036.an estimated accuracy of +/- 6 seconds.
 SM1036
 SM1036.The orthometric height was determined by differential leveling
 SM1036.and adjusted by the National Geodetic Survey in June 1991..
 SM1036
 SM1036.The geoid height was determined by GEOID03.
 SM1036
 SM1036.The dynamic height is computed by dividing the NAVD 88
 SM1036.geopotential number by the normal gravity value computed on the
 SM1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1036.degrees latitude (g = 980.6199 gals.).
 SM1036
 SM1036.The modeled gravity was interpolated from observed gravity values.
 SM1036
 SM1036;                    North         East    Units  Estimated Accuracy
 SM1036;SPC ND S     -   182,540.      712,760.      MT  (+/- 180 meters Scaled)
 SM1036
 SM1036                          SUPERSEDED SURVEY CONTROL
 SM1036
 SM1036  NGVD 29 (04/23/90)  487.304  (m)         1598.76   (f) ADJUSTED    1 2
 SM1036
 SM1036.Superseded values are not recommended for survey control.
 SM1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1036.See file dsdata.txt to determine how the superseded data were derived.
 SM1036
 SM1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT993384(NAD 83)
 SM1036_MARKER: I = METAL ROD
 SM1036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1036_SP_SET: STAINLESS STEEL ROD
 SM1036_STAMPING: G 482 1982
 SM1036_MARK LOGO: NGS   
 SM1036_PROJECTION: FLUSH
 SM1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1036_ROD/PIPE-DEPTH: 7.3  meters
 SM1036
 SM1036  HISTORY     - Date     Condition        Report By
 SM1036  HISTORY     - 1982     MONUMENTED       NGS
 SM1036
 SM1036                          STATION DESCRIPTION
 SM1036
 SM1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1036'16.7 KM (10.4 MI) NW FROM PINGREE.
 SM1036'16.7 KM (10.4 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1036'OF STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, AT A SECTION LINE
 SM1036'ROAD, 43.28 METERS (142.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL
 SM1036'ROAD, 35.97 METERS (118.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 SM1036'HIGHWAY, 22.71 METERS (74.5 FT) NORTHWEST OF A BRACED CORNER FENCE
 SM1036'POST, 0.46 METERS (1.5 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 SM1036'MARKER, AND 0.46 METERS (1.5 FT) SOUTHWEST OF A FENCE LINE.
 SM1036'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SM1036'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0431 ***********************************************************************
 RQ0431  DESIGNATION -  G 483
 RQ0431  PID         -  RQ0431
 RQ0431  STATE/COUNTY-  ND/STUTSMAN
 RQ0431  USGS QUAD   -  JAMESTOWN (1990)
 RQ0431
 RQ0431                         *CURRENT SURVEY CONTROL
 RQ0431  ___________________________________________________________________
 RQ0431* NAD 83(1986)-  46 55 19.     (N)    098 43 25.     (W)     SCALED    
 RQ0431* NAVD 88     -       454.811  (meters)    1492.16   (feet)  ADJUSTED  
 RQ0431  ___________________________________________________________________
 RQ0431  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 RQ0431  DYNAMIC HT  -         454.831 (meters)    1492.22  (feet)  COMP
 RQ0431  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 RQ0431
 RQ0431  VERT ORDER  -  FIRST     CLASS II
 RQ0431
 RQ0431.The horizontal coordinates were scaled from a topographic map and have
 RQ0431.an estimated accuracy of +/- 6 seconds.
 RQ0431
 RQ0431.The orthometric height was determined by differential leveling
 RQ0431.and adjusted by the National Geodetic Survey in June 1991..
 RQ0431
 RQ0431.The geoid height was determined by GEOID03.
 RQ0431
 RQ0431.The dynamic height is computed by dividing the NAVD 88
 RQ0431.geopotential number by the normal gravity value computed on the
 RQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0431.degrees latitude (g = 980.6199 gals.).
 RQ0431
 RQ0431.The modeled gravity was interpolated from observed gravity values.
 RQ0431
 RQ0431;                    North         East    Units  Estimated Accuracy
 RQ0431;SPC ND S     -   141,060.      735,280.      MT  (+/- 180 meters Scaled)
 RQ0431
 RQ0431                          SUPERSEDED SURVEY CONTROL
 RQ0431
 RQ0431  NGVD 29 (04/23/90)  454.435  (m)         1490.93   (f) ADJUSTED    1 2
 RQ0431
 RQ0431.Superseded values are not recommended for survey control.
 RQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0431.See file dsdata.txt to determine how the superseded data were derived.
 RQ0431
 RQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS210965(NAD 83)
 RQ0431_MARKER: I = METAL ROD
 RQ0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0431_SP_SET: STAINLESS STEEL ROD
 RQ0431_STAMPING: G 483 1982
 RQ0431_MARK LOGO: NGS   
 RQ0431_PROJECTION: FLUSH
 RQ0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0431_ROD/PIPE-DEPTH: 7.3  meters
 RQ0431
 RQ0431  HISTORY     - Date     Condition        Report By
 RQ0431  HISTORY     - 1982     MONUMENTED       NGS
 RQ0431
 RQ0431                          STATION DESCRIPTION
 RQ0431
 RQ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0431'2.8 KM (1.75 MI) NW FROM JAMESTOWN.
 RQ0431'2.8 KM (1.75 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE POST OFFICE
 RQ0431'IN JAMESTOWN, AT THE SOUTHEAST CORNER OF A CHAIN LINK FENCE
 RQ0431'SURROUNDING THE NATIONAL GUARD ARMORY, APPROXIMATELY 122 METERS (400
 RQ0431'FT) WEST OF THE CENTER OF HIGHWAY 281 SOUTHBOUND, 13.59 METERS
 RQ0431'(44.6 FT) WEST OF THE CENTER OF A FRONTAGE ROAD, 7.62 METERS (25.0 FT)
 RQ0431'NORTHEAST OF A POWER POLE, 3.81 METERS (12.5 FT) SOUTH-SOUTHWEST OF
 RQ0431'THE CENTER OF A GATE, 1.07 METERS (3.5 FT) SOUTHWEST OF A CORNER FENCE
 RQ0431'POST AT THE CHAIN LINK FENCE, AND 0.30 METERS (1.0 FT) SOUTH OF THE
 RQ0431'CHAIN LINK FENCE.
 RQ0431'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 RQ0431'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0468 ***********************************************************************
 RQ0468  DESIGNATION -  G 484
 RQ0468  PID         -  RQ0468
 RQ0468  STATE/COUNTY-  ND/STUTSMAN
 RQ0468  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 RQ0468
 RQ0468                         *CURRENT SURVEY CONTROL
 RQ0468  ___________________________________________________________________
 RQ0468* NAD 83(1986)-  46 52 30.     (N)    099 25 36.     (W)     SCALED    
 RQ0468* NAVD 88     -       538.129  (meters)    1765.51   (feet)  ADJUSTED  
 RQ0468  ___________________________________________________________________
 RQ0468  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 RQ0468  DYNAMIC HT  -         538.145 (meters)    1765.56  (feet)  COMP
 RQ0468  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 RQ0468
 RQ0468  VERT ORDER  -  FIRST     CLASS II
 RQ0468
 RQ0468.The horizontal coordinates were scaled from a topographic map and have
 RQ0468.an estimated accuracy of +/- 6 seconds.
 RQ0468
 RQ0468.The orthometric height was determined by differential leveling
 RQ0468.and adjusted by the National Geodetic Survey in June 1991..
 RQ0468
 RQ0468.The geoid height was determined by GEOID03.
 RQ0468
 RQ0468.The dynamic height is computed by dividing the NAVD 88
 RQ0468.geopotential number by the normal gravity value computed on the
 RQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0468.degrees latitude (g = 980.6199 gals.).
 RQ0468
 RQ0468.The modeled gravity was interpolated from observed gravity values.
 RQ0468
 RQ0468;                    North         East    Units  Estimated Accuracy
 RQ0468;SPC ND S     -   134,870.      681,820.      MT  (+/- 180 meters Scaled)
 RQ0468
 RQ0468                          SUPERSEDED SURVEY CONTROL
 RQ0468
 RQ0468.No superseded survey control is available for this station.
 RQ0468
 RQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS674913(NAD 83)
 RQ0468_MARKER: I = METAL ROD
 RQ0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0468_SP_SET: STAINLESS STEEL ROD
 RQ0468_STAMPING: G 484 1982
 RQ0468_MARK LOGO: NGS   
 RQ0468_PROJECTION: FLUSH
 RQ0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0468_ROD/PIPE-DEPTH: 12.1 meters
 RQ0468
 RQ0468  HISTORY     - Date     Condition        Report By
 RQ0468  HISTORY     - 1982     MONUMENTED       NGS
 RQ0468
 RQ0468                          STATION DESCRIPTION
 RQ0468
 RQ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0468'11.7 KM (7.3 MI) WEST FROM MEDINA.
 RQ0468'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0468'BURLINGTON NORTHERN RAILROAD IN MEDINA, THENCE 9.7 KM (6.05 MI) WEST
 RQ0468'ALONG INTERSTATE HIGHWAY 94 TO THE MARK AT A FENCE LINE CORNER,
 RQ0468'0.46 METERS (1.5 FT) SOUTH-SOUTHEAST OF A RIGHT OF WAY FENCE,
 RQ0468'2.59 METERS (8.5 FT) WEST-SOUTHWEST OF A RIGHT OF WAY FENCE,
 RQ0468'2.59 METERS (8.5 FT) SOUTHWEST OF A BRACED FENCE POST, 3.0 METERS
 RQ0468'(10.0 FT) SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 3.2 METERS
 RQ0468'(10.5 FT) NORTHEAST OF THE CENTER OF A WIRE GATE, 43.43 METERS
 RQ0468'(142.5 FT) WEST OF THE WEST END OF THE WESTBOUND HIGHWAY BRIDGE OVER A
 RQ0468'GRAVEL ROAD, AND 48.77 METERS (160.0 FT) NORTH-NORTHWEST OF THE
 RQ0468'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE.
 RQ0468'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 RQ0468'THE MARK IS 0.3 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0645 ***********************************************************************
 RR0645  DESIGNATION -  G 485
 RR0645  PID         -  RR0645
 RR0645  STATE/COUNTY-  ND/BURLEIGH
 RR0645  USGS QUAD   -  DRISCOLL (1975)
 RR0645
 RR0645                         *CURRENT SURVEY CONTROL
 RR0645  ___________________________________________________________________
 RR0645* NAD 83(1986)-  46 51 55.     (N)    100 09 39.     (W)     SCALED    
 RR0645* NAVD 88     -       559.299  (meters)    1834.97   (feet)  ADJUSTED  
 RR0645  ___________________________________________________________________
 RR0645  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RR0645  DYNAMIC HT  -         559.308 (meters)    1835.00  (feet)  COMP
 RR0645  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 RR0645
 RR0645  VERT ORDER  -  FIRST     CLASS II
 RR0645
 RR0645.The horizontal coordinates were scaled from a topographic map and have
 RR0645.an estimated accuracy of +/- 6 seconds.
 RR0645
 RR0645.The orthometric height was determined by differential leveling
 RR0645.and adjusted by the National Geodetic Survey in June 1991..
 RR0645
 RR0645.The geoid height was determined by GEOID03.
 RR0645
 RR0645.The dynamic height is computed by dividing the NAVD 88
 RR0645.geopotential number by the normal gravity value computed on the
 RR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0645.degrees latitude (g = 980.6199 gals.).
 RR0645
 RR0645.The modeled gravity was interpolated from observed gravity values.
 RR0645
 RR0645;                    North         East    Units  Estimated Accuracy
 RR0645;SPC ND S     -   133,290.      625,860.      MT  (+/- 180 meters Scaled)
 RR0645
 RR0645                          SUPERSEDED SURVEY CONTROL
 RR0645
 RR0645.No superseded survey control is available for this station.
 RR0645
 RR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS115908(NAD 83)
 RR0645_MARKER: I = METAL ROD
 RR0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0645_SP_SET: STAINLESS STEEL ROD
 RR0645_STAMPING: G 485 1982
 RR0645_MARK LOGO: NGS   
 RR0645_PROJECTION: FLUSH
 RR0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0645_ROD/PIPE-DEPTH: 9.8  meters
 RR0645
 RR0645  HISTORY     - Date     Condition        Report By
 RR0645  HISTORY     - 1982     MONUMENTED       NGS
 RR0645
 RR0645                          STATION DESCRIPTION
 RR0645
 RR0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0645'3.85 KM (2.4 MI) WEST FROM DRISCOLL.
 RR0645'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0645'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0645'HIGHWAY 94, THENCE 1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 94,
 RR0645'AT A JOG IN THE RIGHT OF WAY FENCE AT THE MIDDLE NORTHWEST CORNER POST
 RR0645'OF THE RIGHT OF WAY SUPPORT FENCE, 29.3 METERS (96.0 FT) NORTHWEST OF
 RR0645'A POWER POLE WITH A GUY WIRE, 52.7 METERS (173.0 FT) NORTH OF THE
 RR0645'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE, 14.6 METERS
 RR0645'(48.0 FT) NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, 8.6 METERS
 RR0645'(28.5 FT) EAST OF THE WEST END OF THE SUPPORT IN THE RIGHT OF WAY
 RR0645'FENCE, 0.7 METER (2.5 FT) SOUTH OF THE RIGHT OF WAY MARKER, 9.5 METERS
 RR0645'(31.0 FT) NORTH-NORTHWEST OF THE CENTER OF A WIRE GATE, AND 0.6 METER
 RR0645'(2.0 FT) SOUTH OF THE CENTER CORNER POST OF THE FENCE SUPPORT.
 RR0645'THE MARK IS 0.95 METERS  SE FROM A WITNESS POST.
 RR0645'THE MARK IS 0.9 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0490 ***********************************************************************
 RQ0490  DESIGNATION -  G 486
 RQ0490  PID         -  RQ0490
 RQ0490  STATE/COUNTY-  ND/KIDDER
 RQ0490  USGS QUAD   -  DAWSON (1975)
 RQ0490
 RQ0490                         *CURRENT SURVEY CONTROL
 RQ0490  ___________________________________________________________________
 RQ0490* NAD 83(1986)-  46 52 21.     (N)    099 50 49.     (W)     SCALED    
 RQ0490* NAVD 88     -       559.360  (meters)    1835.17   (feet)  ADJUSTED  
 RQ0490  ___________________________________________________________________
 RQ0490  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 RQ0490  DYNAMIC HT  -         559.374 (meters)    1835.21  (feet)  COMP
 RQ0490  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 RQ0490
 RQ0490  VERT ORDER  -  FIRST     CLASS II
 RQ0490
 RQ0490.The horizontal coordinates were scaled from a topographic map and have
 RQ0490.an estimated accuracy of +/- 6 seconds.
 RQ0490
 RQ0490.The orthometric height was determined by differential leveling
 RQ0490.and adjusted by the National Geodetic Survey in June 1991..
 RQ0490
 RQ0490.The geoid height was determined by GEOID03.
 RQ0490
 RQ0490.The dynamic height is computed by dividing the NAVD 88
 RQ0490.geopotential number by the normal gravity value computed on the
 RQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0490.degrees latitude (g = 980.6199 gals.).
 RQ0490
 RQ0490.The modeled gravity was interpolated from observed gravity values.
 RQ0490
 RQ0490;                    North         East    Units  Estimated Accuracy
 RQ0490;SPC ND S     -   134,240.      649,780.      MT  (+/- 180 meters Scaled)
 RQ0490
 RQ0490                          SUPERSEDED SURVEY CONTROL
 RQ0490
 RQ0490.No superseded survey control is available for this station.
 RQ0490
 RQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS354913(NAD 83)
 RQ0490_MARKER: I = METAL ROD
 RQ0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0490_SP_SET: STAINLESS STEEL ROD
 RQ0490_STAMPING: G 486 1982
 RQ0490_MARK LOGO: NGS   
 RQ0490_PROJECTION: FLUSH
 RQ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0490_ROD/PIPE-DEPTH: 7.3  meters
 RQ0490
 RQ0490  HISTORY     - Date     Condition        Report By
 RQ0490  HISTORY     - 1982     MONUMENTED       NGS
 RQ0490
 RQ0490                          STATION DESCRIPTION
 RQ0490
 RQ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0490'5.4 KM (3.35 MI) EAST FROM STEELE.
 RQ0490'5.4 KM (3.35 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0490'STATE HIGHWAY 3 IN STEELE, AT A BRACED FENCE POST, 47.5 METERS
 RQ0490'(156.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RQ0490'INTERSTATE, 3.3 METERS (11.0 FT) WEST OF THE CENTER OF A WIRE GATE,
 RQ0490'0.6 METER (2.0 FT) SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 0.6 METER
 RQ0490'(2.0 FT) SOUTHWEST OF A BRACED WOODEN FENCE POST, AND 0.3 METER
 RQ0490'(1.0 FT) SOUTH OF A RIGHT OF WAY FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 RQ0490'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0490'THE MARK IS 1.8 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0634 ***********************************************************************
 RR0634  DESIGNATION -  G 487
 RR0634  PID         -  RR0634
 RR0634  STATE/COUNTY-  ND/BURLEIGH
 RR0634  USGS QUAD   -  BISMARCK (1976)
 RR0634
 RR0634                         *CURRENT SURVEY CONTROL
 RR0634  ___________________________________________________________________
 RR0634* NAD 83(1986)-  46 51 10.     (N)    100 46 25.     (W)     SCALED    
 RR0634* NAVD 88     -       570.818  (meters)    1872.76   (feet)  ADJUSTED  
 RR0634  ___________________________________________________________________
 RR0634  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0634  DYNAMIC HT  -         570.828 (meters)    1872.79  (feet)  COMP
 RR0634  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 RR0634
 RR0634  VERT ORDER  -  FIRST     CLASS II
 RR0634
 RR0634.The horizontal coordinates were scaled from a topographic map and have
 RR0634.an estimated accuracy of +/- 6 seconds.
 RR0634
 RR0634.The orthometric height was determined by differential leveling
 RR0634.and adjusted by the National Geodetic Survey in June 1991..
 RR0634
 RR0634.The geoid height was determined by GEOID03.
 RR0634
 RR0634.The dynamic height is computed by dividing the NAVD 88
 RR0634.geopotential number by the normal gravity value computed on the
 RR0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0634.degrees latitude (g = 980.6199 gals.).
 RR0634
 RR0634.The modeled gravity was interpolated from observed gravity values.
 RR0634
 RR0634;                    North         East    Units  Estimated Accuracy
 RR0634;SPC ND S     -   131,880.      579,140.      MT  (+/- 180 meters Scaled)
 RR0634
 RR0634                          SUPERSEDED SURVEY CONTROL
 RR0634
 RR0634.No superseded survey control is available for this station.
 RR0634
 RR0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS647903(NAD 83)
 RR0634_MARKER: I = METAL ROD
 RR0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0634_SP_SET: STAINLESS STEEL ROD
 RR0634_STAMPING: G 487 1982
 RR0634_MARK LOGO: NGS   
 RR0634_PROJECTION: FLUSH
 RR0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0634_ROD/PIPE-DEPTH: 3.4  meters
 RR0634
 RR0634  HISTORY     - Date     Condition        Report By
 RR0634  HISTORY     - 1982     MONUMENTED       NGS
 RR0634
 RR0634                          STATION DESCRIPTION
 RR0634
 RR0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0634'2.5 KM (1.55 MI) NORTH FROM BISMARCK.
 RR0634'2.5 KM (1.55 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0634'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.7 KM (0.45 MI) NORTH OF
 RR0634'MILEPOST 90, 102.1 METERS (335.0 FT) WEST OF THE CENTERLINE OF THE
 RR0634'SOUTH BOUND LANES OF THE HIGHWAY, 15.2 METERS (49.9 FT) EAST OF THE
 RR0634'CENTER OF A PAVED ROAD, 14.6 METERS (47.9 FT) NORTH OF THE CENTER OF A
 RR0634'PAVED ROAD AND 1.4 METERS (4.6 FT) EAST OF A UTILITY POLE.
 RR0634'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0634'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RR0634'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1453 ***********************************************************************
 SN1453  DESIGNATION -  G 488
 SN1453  PID         -  SN1453
 SN1453  STATE/COUNTY-  ND/MCLEAN
 SN1453  USGS QUAD   -  SANGER (1966)
 SN1453
 SN1453                         *CURRENT SURVEY CONTROL
 SN1453  ___________________________________________________________________
 SN1453* NAD 83(1986)-  47 11 28.     (N)    100 53 25.     (W)     SCALED    
 SN1453* NAVD 88     -       558.527  (meters)    1832.43   (feet)  ADJUSTED  
 SN1453  ___________________________________________________________________
 SN1453  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN1453  DYNAMIC HT  -         558.545 (meters)    1832.49  (feet)  COMP
 SN1453  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 SN1453
 SN1453  VERT ORDER  -  FIRST     CLASS II
 SN1453
 SN1453.The horizontal coordinates were scaled from a topographic map and have
 SN1453.an estimated accuracy of +/- 6 seconds.
 SN1453
 SN1453.The orthometric height was determined by differential leveling
 SN1453.and adjusted by the National Geodetic Survey in June 1991..
 SN1453
 SN1453.The geoid height was determined by GEOID03.
 SN1453
 SN1453.The dynamic height is computed by dividing the NAVD 88
 SN1453.geopotential number by the normal gravity value computed on the
 SN1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1453.degrees latitude (g = 980.6199 gals.).
 SN1453
 SN1453.The modeled gravity was interpolated from observed gravity values.
 SN1453
 SN1453;                    North         East    Units  Estimated Accuracy
 SN1453;SPC ND N     -    21,320.      570,420.      MT  (+/- 180 meters Scaled)
 SN1453
 SN1453                          SUPERSEDED SURVEY CONTROL
 SN1453
 SN1453.No superseded survey control is available for this station.
 SN1453
 SN1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT568281(NAD 83)
 SN1453_MARKER: I = METAL ROD
 SN1453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1453_SP_SET: STAINLESS STEEL ROD
 SN1453_STAMPING: G 488 1982
 SN1453_MARK LOGO: NGS   
 SN1453_PROJECTION: FLUSH
 SN1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1453_ROD/PIPE-DEPTH: 5.5  meters
 SN1453
 SN1453  HISTORY     - Date     Condition        Report By
 SN1453  HISTORY     - 1982     MONUMENTED       NGS
 SN1453
 SN1453                          STATION DESCRIPTION
 SN1453
 SN1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1453'9.3 KM (5.8 MI) NW FROM WILTON.
 SN1453'9.3 KM (5.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN1453'WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.7 KM (0.45 MI) WEST
 SN1453'OF MILEPOST 117, 58.5 METERS (191.9 FT) SOUTHEAST OF A HIGHWAY
 SN1453'RIGHT-OF-WAY MARKER, 36.6 METERS (120.1 FT) NORTH OF THE CENTERLINE OF
 SN1453'THE NORTH BOUND LANES OF THE HIGHWAY AND 7.3 METERS (24.0 FT) WEST OF
 SN1453'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 SN1453'THROUGH A 5-INCH LOGO CAP.
 SN1453'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1453'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0559 ***********************************************************************
 RR0559  DESIGNATION -  G 489
 RR0559  PID         -  RR0559
 RR0559  STATE/COUNTY-  ND/MORTON
 RR0559  USGS QUAD   -  MANDAN (1976)
 RR0559
 RR0559                         *CURRENT SURVEY CONTROL
 RR0559  ___________________________________________________________________
 RR0559* NAD 83(1986)-  46 49 47.     (N)    100 57 20.     (W)     SCALED    
 RR0559* NAVD 88     -       506.495  (meters)    1661.73   (feet)  ADJUSTED  
 RR0559  ___________________________________________________________________
 RR0559  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 RR0559  DYNAMIC HT  -         506.503 (meters)    1661.75  (feet)  COMP
 RR0559  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 RR0559
 RR0559  VERT ORDER  -  FIRST     CLASS II
 RR0559
 RR0559.The horizontal coordinates were scaled from a topographic map and have
 RR0559.an estimated accuracy of +/- 6 seconds.
 RR0559
 RR0559.The orthometric height was determined by differential leveling
 RR0559.and adjusted by the National Geodetic Survey in June 1991..
 RR0559
 RR0559.The geoid height was determined by GEOID03.
 RR0559
 RR0559.The dynamic height is computed by dividing the NAVD 88
 RR0559.geopotential number by the normal gravity value computed on the
 RR0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0559.degrees latitude (g = 980.6199 gals.).
 RR0559
 RR0559.The modeled gravity was interpolated from observed gravity values.
 RR0559
 RR0559;                    North         East    Units  Estimated Accuracy
 RR0559;SPC ND S     -   129,380.      565,250.      MT  (+/- 180 meters Scaled)
 RR0559
 RR0559                          SUPERSEDED SURVEY CONTROL
 RR0559
 RR0559.No superseded survey control is available for this station.
 RR0559
 RR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS508880(NAD 83)
 RR0559_MARKER: I = METAL ROD
 RR0559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0559_SP_SET: STAINLESS STEEL ROD
 RR0559_STAMPING: G 489 1982
 RR0559_MARK LOGO: NGS   
 RR0559_PROJECTION: FLUSH
 RR0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0559_ROD/PIPE-DEPTH: 14.7 meters
 RR0559
 RR0559  HISTORY     - Date     Condition        Report By
 RR0559  HISTORY     - 1982     MONUMENTED       NGS
 RR0559
 RR0559                          STATION DESCRIPTION
 RR0559
 RR0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0559'4.3 KM (2.65 MI) WEST FROM MANDAN.
 RR0559'4.3 KM (2.65 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0559'WITH STATE HIGHWAY 6 IN MANDAN, 92.9 METERS (304.8 FT) WEST OF
 RR0559'MILEPOST 113, 54.5 METERS (178.8 FT) WEST OF THE CENTER OF A GRAVELED
 RR0559'ROAD LEADING SOUTH, 32.3 METERS (106.0 FT) EAST OF THE CENTER OF A
 RR0559'FIELD ENTRANCE, 24.7 METERS (81.0 FT) SOUTH OF THE CENTERLINE OF THE
 RR0559'HIGHWAY AND 1.7 METERS (5.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS
 RR0559'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0559'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RR0559'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0599 ***********************************************************************
 RR0599  DESIGNATION -  G 490
 RR0599  PID         -  RR0599
 RR0599  STATE/COUNTY-  ND/MORTON
 RR0599  USGS QUAD   -  NORTH ALMONT (1980)
 RR0599
 RR0599                         *CURRENT SURVEY CONTROL
 RR0599  ___________________________________________________________________
 RR0599* NAD 83(1986)-  46 50 51.     (N)    101 34 31.     (W)     SCALED    
 RR0599* NAVD 88     -       658.879  (meters)    2161.67   (feet)  ADJUSTED  
 RR0599  ___________________________________________________________________
 RR0599  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 RR0599  DYNAMIC HT  -         658.884 (meters)    2161.69  (feet)  COMP
 RR0599  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RR0599
 RR0599  VERT ORDER  -  FIRST     CLASS II
 RR0599
 RR0599.The horizontal coordinates were scaled from a topographic map and have
 RR0599.an estimated accuracy of +/- 6 seconds.
 RR0599
 RR0599.The orthometric height was determined by differential leveling
 RR0599.and adjusted by the National Geodetic Survey in June 1991..
 RR0599
 RR0599.The geoid height was determined by GEOID03.
 RR0599
 RR0599.The dynamic height is computed by dividing the NAVD 88
 RR0599.geopotential number by the normal gravity value computed on the
 RR0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0599.degrees latitude (g = 980.6199 gals.).
 RR0599
 RR0599.The modeled gravity was interpolated from observed gravity values.
 RR0599
 RR0599;                    North         East    Units  Estimated Accuracy
 RR0599;SPC ND S     -   131,820.      517,990.      MT  (+/- 180 meters Scaled)
 RR0599
 RR0599                          SUPERSEDED SURVEY CONTROL
 RR0599
 RR0599.No superseded survey control is available for this station.
 RR0599
 RR0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS036914(NAD 83)
 RR0599_MARKER: I = METAL ROD
 RR0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0599_SP_SET: STAINLESS STEEL ROD
 RR0599_STAMPING: G 490 1982
 RR0599_MARK LOGO: NGS   
 RR0599_PROJECTION: FLUSH
 RR0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0599_ROD/PIPE-DEPTH: 4.6  meters
 RR0599
 RR0599  HISTORY     - Date     Condition        Report By
 RR0599  HISTORY     - 1982     MONUMENTED       NGS
 RR0599
 RR0599                          STATION DESCRIPTION
 RR0599
 RR0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0599'12.0 KM (7.45 MI) WEST FROM NEW SALEM.
 RR0599'12.0 KM (7.45 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION
 RR0599'WITH STATE HIGHWAY 31 IN NEW SALEM, IN THE SOUTHWEST ANGLE OF A
 RR0599'CROSSROAD, 28.6 METERS (93.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 RR0599'10.6 METERS (34.8 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING
 RR0599'SOUTH AND 9.0 METERS (29.5 FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS
 RR0599'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0599'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 RR0599'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0265 ***********************************************************************
 RS0265  DESIGNATION -  G 491
 RS0265  PID         -  RS0265
 RS0265  STATE/COUNTY-  ND/STARK
 RS0265  USGS QUAD   -  INDIAN BUTTE (1973)
 RS0265
 RS0265                         *CURRENT SURVEY CONTROL
 RS0265  ___________________________________________________________________
 RS0265* NAD 83(1986)-  46 53 33.     (N)    102 08 51.     (W)     SCALED    
 RS0265* NAVD 88     -       687.315  (meters)    2254.97   (feet)  ADJUSTED  
 RS0265  ___________________________________________________________________
 RS0265  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 RS0265  DYNAMIC HT  -         687.315 (meters)    2254.97  (feet)  COMP
 RS0265  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RS0265
 RS0265  VERT ORDER  -  FIRST     CLASS II
 RS0265
 RS0265.The horizontal coordinates were scaled from a topographic map and have
 RS0265.an estimated accuracy of +/- 6 seconds.
 RS0265
 RS0265.The orthometric height was determined by differential leveling
 RS0265.and adjusted by the National Geodetic Survey in June 1991..
 RS0265
 RS0265.The geoid height was determined by GEOID03.
 RS0265
 RS0265.The dynamic height is computed by dividing the NAVD 88
 RS0265.geopotential number by the normal gravity value computed on the
 RS0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0265.degrees latitude (g = 980.6199 gals.).
 RS0265
 RS0265.The modeled gravity was interpolated from observed gravity values.
 RS0265
 RS0265;                    North         East    Units  Estimated Accuracy
 RS0265;SPC ND S     -   137,580.      474,460.      MT  (+/- 180 meters Scaled)
 RS0265
 RS0265                          SUPERSEDED SURVEY CONTROL
 RS0265
 RS0265.No superseded survey control is available for this station.
 RS0265
 RS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM172971(NAD 83)
 RS0265_MARKER: DB = BENCH MARK DISK
 RS0265_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0265_SP_SET: ABUTMENT
 RS0265_STAMPING: G 491 1982
 RS0265_MARK LOGO: NGS   
 RS0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0265
 RS0265  HISTORY     - Date     Condition        Report By
 RS0265  HISTORY     - 1982     MONUMENTED       NGS
 RS0265
 RS0265                          STATION DESCRIPTION
 RS0265
 RS0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0265'27.9 KM (17.35 MI) WEST FROM GLEN ULLIN.
 RS0265'27.9 KM (17.35 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0265'NORTHERN RAILROAD STATION IN GLEN ULLIN, IN TOP OF AND 0.3 METER (1.0
 RS0265'FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 RS0265'BURLINGTON NORTHERN RAILROAD BRIDGE NUMBER 74 AND 2.4 METERS (7.9 FT)
 RS0265'SOUTH OF THE NEAR RAIL.
 RS0265'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0296 ***********************************************************************
 RS0296  DESIGNATION -  G 492
 RS0296  PID         -  RS0296
 RS0296  STATE/COUNTY-  ND/STARK
 RS0296  USGS QUAD   -  DAVIS BUTTES (1981)
 RS0296
 RS0296                         *CURRENT SURVEY CONTROL
 RS0296  ___________________________________________________________________
 RS0296* NAD 83(1986)-  46 53 02.     (N)    102 39 37.     (W)     SCALED    
 RS0296* NAVD 88     -       761.041  (meters)    2496.85   (feet)  ADJUSTED  
 RS0296  ___________________________________________________________________
 RS0296  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 RS0296  DYNAMIC HT  -         761.048 (meters)    2496.87  (feet)  COMP
 RS0296  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 RS0296
 RS0296  VERT ORDER  -  FIRST     CLASS II
 RS0296
 RS0296.The horizontal coordinates were scaled from a topographic map and have
 RS0296.an estimated accuracy of +/- 6 seconds.
 RS0296
 RS0296.The orthometric height was determined by differential leveling
 RS0296.and adjusted by the National Geodetic Survey in June 1991..
 RS0296
 RS0296.The geoid height was determined by GEOID03.
 RS0296
 RS0296.The dynamic height is computed by dividing the NAVD 88
 RS0296.geopotential number by the normal gravity value computed on the
 RS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0296.degrees latitude (g = 980.6199 gals.).
 RS0296
 RS0296.The modeled gravity was interpolated from observed gravity values.
 RS0296
 RS0296;                    North         East    Units  Estimated Accuracy
 RS0296;SPC ND S     -   137,570.      435,370.      MT  (+/- 180 meters Scaled)
 RS0296
 RS0296                          SUPERSEDED SURVEY CONTROL
 RS0296
 RS0296.No superseded survey control is available for this station.
 RS0296
 RS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM782949(NAD 83)
 RS0296_MARKER: I = METAL ROD
 RS0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0296_SP_SET: STAINLESS STEEL ROD
 RS0296_STAMPING: G 492 1982
 RS0296_MARK LOGO: NGS   
 RS0296_PROJECTION: FLUSH
 RS0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0296_ROD/PIPE-DEPTH: 3.4  meters
 RS0296
 RS0296  HISTORY     - Date     Condition        Report By
 RS0296  HISTORY     - 1982     MONUMENTED       NGS
 RS0296
 RS0296                          STATION DESCRIPTION
 RS0296
 RS0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0296'9.8 KM (6.1 MI) EAST FROM DICKINSON.
 RS0296'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0296'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE 5.8
 RS0296'KM (3.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.3 KM (0.2 MI) WEST
 RS0296'OF MILEPOST 68, 47.9 METERS (157.2 FT) SOUTH OF THE CENTERLINE OF THE
 RS0296'EAST BOUND LANES OF THE HIGHWAY AND 1.9 METERS (6.2 FT) EAST OF A
 RS0296'RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RS0296'5-INCH LOGO CAP.
 RS0296'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 RS0296'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0342 ***********************************************************************
 RS0342  DESIGNATION -  G 493
 RS0342  PID         -  RS0342
 RS0342  STATE/COUNTY-  ND/BILLINGS
 RS0342  USGS QUAD   -  MEDORA (1970)
 RS0342
 RS0342                         *CURRENT SURVEY CONTROL
 RS0342  ___________________________________________________________________
 RS0342* NAD 83(1986)-  46 56 11.     (N)    103 35 47.     (W)     SCALED    
 RS0342* NAVD 88     -       764.374  (meters)    2507.78   (feet)  ADJUSTED  
 RS0342  ___________________________________________________________________
 RS0342  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 RS0342  DYNAMIC HT  -         764.376 (meters)    2507.79  (feet)  COMP
 RS0342  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 RS0342
 RS0342  VERT ORDER  -  FIRST     CLASS II
 RS0342
 RS0342.The horizontal coordinates were scaled from a topographic map and have
 RS0342.an estimated accuracy of +/- 6 seconds.
 RS0342
 RS0342.The orthometric height was determined by differential leveling
 RS0342.and adjusted by the National Geodetic Survey in June 1991..
 RS0342
 RS0342.The geoid height was determined by GEOID03.
 RS0342
 RS0342.The dynamic height is computed by dividing the NAVD 88
 RS0342.geopotential number by the normal gravity value computed on the
 RS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0342.degrees latitude (g = 980.6199 gals.).
 RS0342
 RS0342.The modeled gravity was interpolated from observed gravity values.
 RS0342
 RS0342;                    North         East    Units  Estimated Accuracy
 RS0342;SPC ND S     -   145,790.      364,300.      MT  (+/- 180 meters Scaled)
 RS0342
 RS0342                          SUPERSEDED SURVEY CONTROL
 RS0342
 RS0342.No superseded survey control is available for this station.
 RS0342
 RS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM068990(NAD 83)
 RS0342_MARKER: DB = BENCH MARK DISK
 RS0342_SETTING: 66 = SET IN ROCK OUTCROP
 RS0342_SP_SET: ROCK OUTCROP
 RS0342_STAMPING: G 493 1982
 RS0342_MARK LOGO: NGS   
 RS0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RS0342+STABILITY: POSITION/ELEVATION WELL
 RS0342
 RS0342  HISTORY     - Date     Condition        Report By
 RS0342  HISTORY     - 1982     MONUMENTED       NGS
 RS0342
 RS0342                          STATION DESCRIPTION
 RS0342
 RS0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0342'32.8 KM (20.35 MI) WEST FROM BELFIELD.
 RS0342'32.8 KM (20.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0342'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, IN THE CENTER OF THE
 RS0342'SOUTHEAST END OF AN 18 BY 27 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 RS0342'32.6 METERS (107.0 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 RS0342'LANES OF THE HIGHWAY, 17.4 METERS (57.1 FT) NORTH-NORTHEAST OF A FENCE
 RS0342'AND 2.5 METERS (8.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 RS0342'OUTCROPPING.
 RS0342'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 RS0342'THE MARK IS 7.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0323 ***********************************************************************
 RS0323  DESIGNATION -  G 494
 RS0323  PID         -  RS0323
 RS0323  STATE/COUNTY-  ND/BILLINGS
 RS0323  USGS QUAD   -  BELFIELD (1981)
 RS0323
 RS0323                         *CURRENT SURVEY CONTROL
 RS0323  ___________________________________________________________________
 RS0323* NAD 83(1986)-  46 53 49.     (N)    103 14 15.     (W)     SCALED    
 RS0323* NAVD 88     -       819.739  (meters)    2689.43   (feet)  ADJUSTED  
 RS0323  ___________________________________________________________________
 RS0323  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RS0323  DYNAMIC HT  -         819.724 (meters)    2689.38  (feet)  COMP
 RS0323  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 RS0323
 RS0323  VERT ORDER  -  FIRST     CLASS II
 RS0323
 RS0323.The horizontal coordinates were scaled from a topographic map and have
 RS0323.an estimated accuracy of +/- 6 seconds.
 RS0323
 RS0323.The orthometric height was determined by differential leveling
 RS0323.and adjusted by the National Geodetic Survey in June 1991..
 RS0323
 RS0323.The geoid height was determined by GEOID03.
 RS0323
 RS0323.The dynamic height is computed by dividing the NAVD 88
 RS0323.geopotential number by the normal gravity value computed on the
 RS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0323.degrees latitude (g = 980.6199 gals.).
 RS0323
 RS0323.The modeled gravity was interpolated from observed gravity values.
 RS0323
 RS0323;                    North         East    Units  Estimated Accuracy
 RS0323;SPC ND S     -   140,390.      391,450.      MT  (+/- 180 meters Scaled)
 RS0323
 RS0323                          SUPERSEDED SURVEY CONTROL
 RS0323
 RS0323.No superseded survey control is available for this station.
 RS0323
 RS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM342952(NAD 83)
 RS0323_MARKER: I = METAL ROD
 RS0323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0323_SP_SET: STAINLESS STEEL ROD
 RS0323_STAMPING: G 494 1982
 RS0323_MARK LOGO: NGS   
 RS0323_PROJECTION: FLUSH
 RS0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0323_ROD/PIPE-DEPTH: 7.6  meters
 RS0323
 RS0323  HISTORY     - Date     Condition        Report By
 RS0323  HISTORY     - 1982     MONUMENTED       NGS
 RS0323
 RS0323                          STATION DESCRIPTION
 RS0323
 RS0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0323'3.6 KM (2.25 MI) WEST FROM BELFIELD.
 RS0323'3.6 KM (2.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0323'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.2 KM (0.1 MI) EAST OF
 RS0323'MILEPOST 40, 47.9 METERS (157.2 FT) SOUTH OF THE CENTERLINE OF THE
 RS0323'EAST BOUND LANES OF THE HIGHWAY AND 30.5 METERS (100.1 FT) WEST OF A
 RS0323'RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RS0323'5-INCH LOGO CAP.
 RS0323'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0323'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0513 ***********************************************************************
 RQ0513  DESIGNATION -  G 496
 RQ0513  PID         -  RQ0513
 RQ0513  STATE/COUNTY-  ND/BARNES
 RQ0513  USGS QUAD   -  SPIRITWOOD (1970)
 RQ0513
 RQ0513                         *CURRENT SURVEY CONTROL
 RQ0513  ___________________________________________________________________
 RQ0513* NAD 83(1986)-  46 53 31.     (N)    098 23 52.     (W)     SCALED    
 RQ0513* NAVD 88     -       441.523  (meters)    1448.56   (feet)  ADJUSTED  
 RQ0513  ___________________________________________________________________
 RQ0513  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 RQ0513  DYNAMIC HT  -         441.545 (meters)    1448.64  (feet)  COMP
 RQ0513  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 RQ0513
 RQ0513  VERT ORDER  -  FIRST     CLASS II
 RQ0513
 RQ0513.The horizontal coordinates were scaled from a topographic map and have
 RQ0513.an estimated accuracy of +/- 6 seconds.
 RQ0513
 RQ0513.The orthometric height was determined by differential leveling
 RQ0513.and adjusted by the National Geodetic Survey in June 1991..
 RQ0513
 RQ0513.The geoid height was determined by GEOID03.
 RQ0513
 RQ0513.The dynamic height is computed by dividing the NAVD 88
 RQ0513.geopotential number by the normal gravity value computed on the
 RQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0513.degrees latitude (g = 980.6199 gals.).
 RQ0513
 RQ0513.The modeled gravity was interpolated from observed gravity values.
 RQ0513
 RQ0513;                    North         East    Units  Estimated Accuracy
 RQ0513;SPC ND S     -   138,340.      760,180.      MT  (+/- 180 meters Scaled)
 RQ0513
 RQ0513                          SUPERSEDED SURVEY CONTROL
 RQ0513
 RQ0513.No superseded survey control is available for this station.
 RQ0513
 RQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS458933(NAD 83)
 RQ0513_MARKER: I = METAL ROD
 RQ0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0513_SP_SET: STAINLESS STEEL ROD
 RQ0513_STAMPING: G 496 1982
 RQ0513_MARK LOGO: NGS   
 RQ0513_PROJECTION: PROJECTING 3 CENTIMETERS
 RQ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0513_ROD/PIPE-DEPTH: 13.4 meters
 RQ0513
 RQ0513  HISTORY     - Date     Condition        Report By
 RQ0513  HISTORY     - 1982     MONUMENTED       NGS
 RQ0513
 RQ0513                          STATION DESCRIPTION
 RQ0513
 RQ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0513'8.7 KM (5.4 MI) SE FROM SPIRITWOOD.
 RQ0513'6.6 KM (4.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0513'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0513'SPIRITWOOD, ON A SMALL KNOLL AT AN OFFSET IN THE RIGHT-OF-WAY FENCE,
 RQ0513'36.58 METERS (120.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY
 RQ0513'94 EASTBOUND, 23.93 METERS (78.5 FT) SOUTHEAST OF THE NORTHEAST CORNER
 RQ0513'FENCE POST, 15.85 METERS (52.0 FT) SOUTH-SOUTHEAST OF A SMALL PINE
 RQ0513'TREE, 6.34 METERS (20.8 FT) EAST OF THE SOUTHEAST CORNER FENCE POST,
 RQ0513'6.34 METERS (20.8 FT) EAST OF A NORTH-SOUTH FENCE LINE, AND
 RQ0513'0.40 METERS (1.3 FT) NORTH OF AN EAST-WEST FENCE LINE.
 RQ0513'THE MARK IS 0.48 METERS  NW FROM A WITNESS POST.
 RQ0513'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0648 ***********************************************************************
 RP0648  DESIGNATION -  G 497
 RP0648  PID         -  RP0648
 RP0648  STATE/COUNTY-  ND/BARNES
 RP0648  USGS QUAD   -  TOWER CITY (1967)
 RP0648
 RP0648                         *CURRENT SURVEY CONTROL
 RP0648  ___________________________________________________________________
 RP0648* NAD 83(1986)-  46 55 07.     (N)    097 40 58.     (W)     SCALED    
 RP0648* NAVD 88     -       359.563  (meters)    1179.67   (feet)  ADJUSTED  
 RP0648  ___________________________________________________________________
 RP0648  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0648  DYNAMIC HT  -         359.593 (meters)    1179.76  (feet)  COMP
 RP0648  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 RP0648
 RP0648  VERT ORDER  -  FIRST     CLASS II
 RP0648
 RP0648.The horizontal coordinates were scaled from a topographic map and have
 RP0648.an estimated accuracy of +/- 6 seconds.
 RP0648
 RP0648.The orthometric height was determined by differential leveling
 RP0648.and adjusted by the National Geodetic Survey in June 1991..
 RP0648
 RP0648.The geoid height was determined by GEOID03.
 RP0648
 RP0648.The dynamic height is computed by dividing the NAVD 88
 RP0648.geopotential number by the normal gravity value computed on the
 RP0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0648.degrees latitude (g = 980.6199 gals.).
 RP0648
 RP0648.The modeled gravity was interpolated from observed gravity values.
 RP0648
 RP0648;                    North         East    Units  Estimated Accuracy
 RP0648;SPC ND S     -   143,010.      814,530.      MT  (+/- 180 meters Scaled)
 RP0648
 RP0648                          SUPERSEDED SURVEY CONTROL
 RP0648
 RP0648.No superseded survey control is available for this station.
 RP0648
 RP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS002969(NAD 83)
 RP0648_MARKER: DB = BENCH MARK DISK
 RP0648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0648_SP_SET: CONCRETE PIER
 RP0648_STAMPING: G 497 1982
 RP0648_MARK LOGO: NGS   
 RP0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0648
 RP0648  HISTORY     - Date     Condition        Report By
 RP0648  HISTORY     - 1982     MONUMENTED       NGS
 RP0648
 RP0648                          STATION DESCRIPTION
 RP0648
 RP0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0648'IN TOWER CITY.
 RP0648'AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND THE TOWER CITY
 RP0648'INTERCHANGE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 RP0648'SOUTHWESTERNMOST PIER OF A BRIDGE OVERPASS, 7.8 METERS (25.5 FT)
 RP0648'SOUTHWEST OF THE CENTERLINE OF THE TWO EASTBOUND LANES AND 30.4 METERS
 RP0648'(100.0 FT) SOUTHEAST OF THE NORTHWEST END OF A METAL GUARD RAIL.
 RP0648'THE MARK IS 1.5 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0682 ***********************************************************************
 RP0682  DESIGNATION -  G 498
 RP0682  PID         -  RP0682
 RP0682  STATE/COUNTY-  ND/CASS
 RP0682  USGS QUAD   -  DURBIN (1961)
 RP0682
 RP0682                         *CURRENT SURVEY CONTROL
 RP0682  ___________________________________________________________________
 RP0682* NAD 83(1986)-  46 52 25.     (N)    097 12 39.     (W)     SCALED    
 RP0682* NAVD 88     -       283.470  (meters)     930.02   (feet)  ADJUSTED  
 RP0682  ___________________________________________________________________
 RP0682  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RP0682  DYNAMIC HT  -         283.497 (meters)     930.11  (feet)  COMP
 RP0682  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 RP0682
 RP0682  VERT ORDER  -  FIRST     CLASS II
 RP0682
 RP0682.The horizontal coordinates were scaled from a topographic map and have
 RP0682.an estimated accuracy of +/- 6 seconds.
 RP0682
 RP0682.The orthometric height was determined by differential leveling
 RP0682.and adjusted by the National Geodetic Survey in June 1991..
 RP0682
 RP0682.The geoid height was determined by GEOID03.
 RP0682
 RP0682.The dynamic height is computed by dividing the NAVD 88
 RP0682.geopotential number by the normal gravity value computed on the
 RP0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0682.degrees latitude (g = 980.6199 gals.).
 RP0682
 RP0682.The modeled gravity was interpolated from observed gravity values.
 RP0682
 RP0682;                    North         East    Units  Estimated Accuracy
 RP0682;SPC ND S     -   139,410.      850,660.      MT  (+/- 180 meters Scaled)
 RP0682
 RP0682                          SUPERSEDED SURVEY CONTROL
 RP0682
 RP0682.No superseded survey control is available for this station.
 RP0682
 RP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS363926(NAD 83)
 RP0682_MARKER: I = METAL ROD
 RP0682_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP0682_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP0682_STAMPING: G 498 1982
 RP0682_MARK LOGO: NGS   
 RP0682_PROJECTION: FLUSH
 RP0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP0682+STABILITY: POSITION/ELEVATION WELL
 RP0682_ROD/PIPE-DEPTH: 18.2 meters
 RP0682_SLEEVE-DEPTH  : 11.2 meters
 RP0682
 RP0682  HISTORY     - Date     Condition        Report By
 RP0682  HISTORY     - 1982     MONUMENTED       NGS
 RP0682
 RP0682                          STATION DESCRIPTION
 RP0682
 RP0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0682'3.2 KM (2.0 MI) SOUTH FROM CASSELTON.
 RP0682'AT THE CASSELTON INTERCHANGE (STATE ROUTE 18), SET IN THE MEDIAN OF
 RP0682'INTERSTATE HIGHWAY 94, ON THE EAST SIDE OF THE OVERPASS AND ASPHALT
 RP0682'ROAD LEADING NORTH TO THE TOWN OF CASSELTON, 13.72 METERS (45.0 FT)
 RP0682'SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 WESTBOUND,
 RP0682'12.19 METERS (40.0 FT) NORTH OF THE CENTERLINE OF INTERSTATE HIGHWAY
 RP0682'94 EASTBOUND, 12.19 METERS (40.0 FT) EAST OF THE EAST PIER OF THE
 RP0682'OVERPASS IN THE MEDIAN, 1.98 METERS (6.5 FT) SOUTH OF THE SOUTH GUARD
 RP0682'RAIL OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.52 METERS (5.0 FT)
 RP0682'EAST OF THE EAST END OF THE NORTH GUARD RAIL OF THE EASTBOUND LANES OF
 RP0682'THE HIGHWAY.
 RP0682'THE MARK IS 1.7 METERS  E FROM A WITNESS POST.
 RP0682'THE MARK IS 9.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG7735 ***********************************************************************
 DG7735  DESIGNATION -  G 498 RESET
 DG7735  PID         -  DG7735
 DG7735  STATE/COUNTY-  ND/CASS
 DG7735  USGS QUAD   -  DURBIN (1961)
 DG7735
 DG7735                         *CURRENT SURVEY CONTROL
 DG7735  ___________________________________________________________________
 DG7735* NAD 83(1986)-  46 52 25.     (N)    097 12 39.     (W)     SCALED    
 DG7735* NAVD 88     -       291.01   (meters)     954.8    (feet)  RESET     
 DG7735  ___________________________________________________________________
 DG7735  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DG7735
 DG7735  VERT ORDER  -  THIRD
 DG7735
 DG7735.The horizontal coordinates were scaled from a topographic map and have
 DG7735.an estimated accuracy of +/- 6 seconds.
 DG7735
 DG7735.The orthometric height was computed from unverified reset data.
 DG7735.No vertical observational check was made to the station.
 DG7735
 DG7735.The geoid height was determined by GEOID03.
 DG7735
 DG7735;                    North         East    Units  Estimated Accuracy
 DG7735;SPC ND S     -   139,410.      850,660.      MT  (+/- 180 meters Scaled)
 DG7735
 DG7735                          SUPERSEDED SURVEY CONTROL
 DG7735
 DG7735.No superseded survey control is available for this station.
 DG7735
 DG7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS363926(NAD 83)
 DG7735_MARKER: DV = VERTICAL CONTROL DISK
 DG7735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7735_SP_SET: BRIDGE ABUTMENT
 DG7735_STAMPING: G 498 RESET 2004
 DG7735_MARK LOGO: NGS   
 DG7735_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7735+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG7735
 DG7735  HISTORY     - Date     Condition        Report By
 DG7735  HISTORY     - 2004     MONUMENTED       LOCENG
 DG7735
 DG7735                          STATION DESCRIPTION
 DG7735
 DG7735'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (JW)
 DG7735'THE STATION IS 3.2 KM (2.0 MI) SOUTH OF CASSELTON AT THE CASSELTON
 DG7735'INTERCHANGE (STATE ROUTE 18), IN THE SOUTHEAST CORNER OF BRIDGE
 DG7735'ABUTMENT AT THE INTERCHANGE OF STATE ROUTE 18 AND I-94 NEAR THE THE
 DG7735'SOUTH EDGE OF THE CITY OF CASSELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0697 ***********************************************************************
 RP0697  DESIGNATION -  G 499
 RP0697  PID         -  RP0697
 RP0697  STATE/COUNTY-  ND/CASS
 RP0697  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP0697
 RP0697                         *CURRENT SURVEY CONTROL
 RP0697  ___________________________________________________________________
 RP0697* NAD 83(1986)-  46 52 36.     (N)    096 59 19.     (W)     SCALED    
 RP0697* NAVD 88     -       275.531  (meters)     903.97   (feet)  ADJUSTED  
 RP0697  ___________________________________________________________________
 RP0697  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP0697  DYNAMIC HT  -         275.561 (meters)     904.07  (feet)  COMP
 RP0697  MODELED GRAV-     980,714.6   (mgal)                       NAVD 88
 RP0697
 RP0697  VERT ORDER  -  FIRST     CLASS II
 RP0697
 RP0697.The horizontal coordinates were scaled from a topographic map and have
 RP0697.an estimated accuracy of +/- 6 seconds.
 RP0697
 RP0697.The orthometric height was determined by differential leveling
 RP0697.and adjusted by the National Geodetic Survey in June 1991..
 RP0697
 RP0697.The geoid height was determined by GEOID03.
 RP0697
 RP0697.The dynamic height is computed by dividing the NAVD 88
 RP0697.geopotential number by the normal gravity value computed on the
 RP0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0697.degrees latitude (g = 980.6199 gals.).
 RP0697
 RP0697.The modeled gravity was interpolated from observed gravity values.
 RP0697
 RP0697;                    North         East    Units  Estimated Accuracy
 RP0697;SPC ND S     -   140,480.      867,570.      MT  (+/- 180 meters Scaled)
 RP0697
 RP0697                          SUPERSEDED SURVEY CONTROL
 RP0697
 RP0697.No superseded survey control is available for this station.
 RP0697
 RP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS532934(NAD 83)
 RP0697_MARKER: I = METAL ROD
 RP0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0697_SP_SET: STAINLESS STEEL ROD
 RP0697_STAMPING: G 499 1982
 RP0697_MARK LOGO: NGS   
 RP0697_PROJECTION: FLUSH
 RP0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0697_ROD/PIPE-DEPTH: 12.1 meters
 RP0697
 RP0697  HISTORY     - Date     Condition        Report By
 RP0697  HISTORY     - 1982     MONUMENTED       NGS
 RP0697
 RP0697                          STATION DESCRIPTION
 RP0697
 RP0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0697'5.0 KM (3.1 MI) EAST FROM MAPLETON.
 RP0697'5.0 KM (3.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE MAPLETON
 RP0697'INTERCHANGE (EXIT 83 AND COUNTY ROAD 11 LEADING NORTH TO THE TOWN OF
 RP0697'MAPLETON), ALSO, 3.2 KM (2.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM
 RP0697'THE BUSINESS ROUTE OVERPASS THAT LEADS TO WEST FARGO (U.S. HIGHWAY 10
 RP0697'AND 52 AND WEST MAIN AVENUE, EXIT 85, ON THE WEST SIDE OF WEST FARGO),
 RP0697'AT A TRUCK WEIGH STATION ON THE SOUTH SIDE OF THE HIGHWAY,
 RP0697'62.18 METERS (204.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY
 RP0697'94 EASTBOUND, 77.11 METERS (253.0 FT) EAST-SOUTHEAST OF THE NORTHEAST
 RP0697'CORNER OF THE WEIGH STATION BUILDING, 11.43 METERS (37.5 FT) SOUTH OF
 RP0697'A CORNER FENCE POST, 7.16 METERS (23.5 FT) NORTH OF A CORNER FENCE
 RP0697'POST AT A T-JUNCTION IN THE FENCE, 3.05 METERS (10.0 FT) SOUTH OF THE
 RP0697'CENTER OF A WIRE GATE, AND 0.46 METERS (1.5 FT) WEST OF THE FENCE.
 RP0697'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RP0697'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1116 ***********************************************************************
 TF1116  DESIGNATION -  G 5
 TF1116  PID         -  TF1116
 TF1116  STATE/COUNTY-  ND/RENVILLE
 TF1116  USGS QUAD   -  HARTLAND (1949)
 TF1116
 TF1116                         *CURRENT SURVEY CONTROL
 TF1116  ___________________________________________________________________
 TF1116* NAD 83(1986)-  48 28 53.     (N)    101 49 11.     (W)     SCALED    
 TF1116* NAVD 88     -       529.241  (meters)    1736.35   (feet)  ADJUSTED  
 TF1116  ___________________________________________________________________
 TF1116  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TF1116  DYNAMIC HT  -         529.337 (meters)    1736.67  (feet)  COMP
 TF1116  MODELED GRAV-     980,774.8   (mgal)                       NAVD 88
 TF1116
 TF1116  VERT ORDER  -  FIRST     CLASS II
 TF1116
 TF1116.The horizontal coordinates were scaled from a topographic map and have
 TF1116.an estimated accuracy of +/- 6 seconds.
 TF1116
 TF1116.The orthometric height was determined by differential leveling
 TF1116.and adjusted by the National Geodetic Survey in June 1991..
 TF1116
 TF1116.The geoid height was determined by GEOID03.
 TF1116
 TF1116.The dynamic height is computed by dividing the NAVD 88
 TF1116.geopotential number by the normal gravity value computed on the
 TF1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1116.degrees latitude (g = 980.6199 gals.).
 TF1116
 TF1116.The modeled gravity was interpolated from observed gravity values.
 TF1116
 TF1116;                    North         East    Units  Estimated Accuracy
 TF1116;SPC ND N     -   165,540.      502,440.      MT  (+/- 180 meters Scaled)
 TF1116
 TF1116                          SUPERSEDED SURVEY CONTROL
 TF1116
 TF1116  NGVD 29 (??/??/92)  528.836  (m)         1735.02   (f) ADJ UNCH    1 2
 TF1116
 TF1116.Superseded values are not recommended for survey control.
 TF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1116.See file dsdata.txt to determine how the superseded data were derived.
 TF1116
 TF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU916736(NAD 83)
 TF1116_MARKER: DB = BENCH MARK DISK
 TF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1116_STAMPING: G5 ELEV. 1735.03 FT.
 TF1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1116+STABILITY: SURFACE MOTION
 TF1116
 TF1116  HISTORY     - Date     Condition        Report By
 TF1116  HISTORY     - UNK      MONUMENTED       CGS
 TF1116  HISTORY     - 1963     GOOD             NGS
 TF1116
 TF1116                          STATION DESCRIPTION
 TF1116
 TF1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1116'3.65 MI SE FROM DONNYBROOK.
 TF1116'3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1116'DONNYBROOK, OR 5.65 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM
 TF1116'THE STATION AT CARPIO, 0.5 MILE NORTHWEST OF MILE POST 500, 256 FEET
 TF1116'NORTH OF THE CENTER OF A ROAD JUNCTION, 65 FEET SOUTHWEST OF A ROAD
 TF1116'INTERSECTION, 54 1/2 FEET SOUTH OF THE SOUTH RAIL, 33 FEET WEST OF THE
 TF1116'CENTER LINE OF A TRACK ROAD, 1.0 FOOT NORTHWEST OF A METAL WITNESS
 TF1116'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 TF1116'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1328 ***********************************************************************
 TF1328  DESIGNATION -  G 5 B 1
 TF1328  PID         -  TF1328
 TF1328  STATE/COUNTY-  ND/WARD
 TF1328  USGS QUAD   -  PLAZA SE (1980)
 TF1328
 TF1328                         *CURRENT SURVEY CONTROL
 TF1328  ___________________________________________________________________
 TF1328* NAD 83(1986)-  48 03 08.     (N)    101 51 05.     (W)     SCALED    
 TF1328* NAVD 88     -       632.869  (meters)    2076.34   (feet)  ADJUSTED  
 TF1328  ___________________________________________________________________
 TF1328  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TF1328  DYNAMIC HT  -         632.960 (meters)    2076.64  (feet)  COMP
 TF1328  MODELED GRAV-     980,733.7   (mgal)                       NAVD 88
 TF1328
 TF1328  VERT ORDER  -  SECOND    CLASS 0
 TF1328
 TF1328.The horizontal coordinates were scaled from a topographic map and have
 TF1328.an estimated accuracy of +/- 6 seconds.
 TF1328
 TF1328.The orthometric height was determined by differential leveling
 TF1328.and adjusted by the National Geodetic Survey in June 1991..
 TF1328
 TF1328.The geoid height was determined by GEOID03.
 TF1328
 TF1328.The dynamic height is computed by dividing the NAVD 88
 TF1328.geopotential number by the normal gravity value computed on the
 TF1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1328.degrees latitude (g = 980.6199 gals.).
 TF1328
 TF1328.The modeled gravity was interpolated from observed gravity values.
 TF1328
 TF1328;                    North         East    Units  Estimated Accuracy
 TF1328;SPC ND N     -   117,870.      499,270.      MT  (+/- 180 meters Scaled)
 TF1328
 TF1328                          SUPERSEDED SURVEY CONTROL
 TF1328
 TF1328  NGVD 29 (??/??/92)  632.447  (m)         2074.95   (f) ADJ UNCH    2 0
 TF1328
 TF1328.Superseded values are not recommended for survey control.
 TF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1328.See file dsdata.txt to determine how the superseded data were derived.
 TF1328
 TF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU875260(NAD 83)
 TF1328_MARKER: DD = SURVEY DISK
 TF1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1328_SP_SET: PEDESTAL
 TF1328_STAMPING: B 1
 TF1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1328
 TF1328  HISTORY     - Date     Condition        Report By
 TF1328  HISTORY     - UNK      MONUMENTED       DOD
 TF1328  HISTORY     - 1963     GOOD             NGS
 TF1328
 TF1328                          STATION DESCRIPTION
 TF1328
 TF1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1328'7.8 MI NE FROM PLAZA.
 TF1328'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1328'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1328'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.3 MILES
 TF1328'EAST ALONG A COUNTY ROAD, 61 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TF1328'55 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 10 FEET ABOVE THE LEVEL
 TF1328'OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 22, R
 TF1328'87 W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1329 ***********************************************************************
 TF1329  DESIGNATION -  G 5 B 2
 TF1329  PID         -  TF1329
 TF1329  STATE/COUNTY-  ND/WARD
 TF1329  USGS QUAD   -  PLAZA SE (1980)
 TF1329
 TF1329                         *CURRENT SURVEY CONTROL
 TF1329  ___________________________________________________________________
 TF1329* NAD 83(1986)-  48 02 53.     (N)    101 51 05.     (W)     SCALED    
 TF1329* NAVD 88     -       635.181  (meters)    2083.92   (feet)  ADJUSTED  
 TF1329  ___________________________________________________________________
 TF1329  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TF1329  DYNAMIC HT  -         635.272 (meters)    2084.22  (feet)  COMP
 TF1329  MODELED GRAV-     980,733.4   (mgal)                       NAVD 88
 TF1329
 TF1329  VERT ORDER  -  SECOND    CLASS 0
 TF1329
 TF1329.The horizontal coordinates were scaled from a topographic map and have
 TF1329.an estimated accuracy of +/- 6 seconds.
 TF1329
 TF1329.The orthometric height was determined by differential leveling
 TF1329.and adjusted by the National Geodetic Survey in June 1991..
 TF1329
 TF1329.The geoid height was determined by GEOID03.
 TF1329
 TF1329.The dynamic height is computed by dividing the NAVD 88
 TF1329.geopotential number by the normal gravity value computed on the
 TF1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1329.degrees latitude (g = 980.6199 gals.).
 TF1329
 TF1329.The modeled gravity was interpolated from observed gravity values.
 TF1329
 TF1329;                    North         East    Units  Estimated Accuracy
 TF1329;SPC ND N     -   117,410.      499,260.      MT  (+/- 180 meters Scaled)
 TF1329
 TF1329                          SUPERSEDED SURVEY CONTROL
 TF1329
 TF1329  NGVD 29 (??/??/92)  634.758  (m)         2082.54   (f) ADJ UNCH    2 0
 TF1329
 TF1329.Superseded values are not recommended for survey control.
 TF1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1329.See file dsdata.txt to determine how the superseded data were derived.
 TF1329
 TF1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU875255(NAD 83)
 TF1329_MARKER: DD = SURVEY DISK
 TF1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1329_SP_SET: PEDESTAL
 TF1329_STAMPING: B 2
 TF1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1329
 TF1329  HISTORY     - Date     Condition        Report By
 TF1329  HISTORY     - UNK      MONUMENTED       DOD
 TF1329  HISTORY     - 1963     GOOD             NGS
 TF1329
 TF1329                          STATION DESCRIPTION
 TF1329
 TF1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1329'8.2 MI NE FROM PLAZA.
 TF1329'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1329'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1329'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.3 MILES
 TF1329'EAST ALONG A COUNTY ROAD, THENCE 0.4 MILE SOUTH ACROSS A CULTIVATED
 TF1329'FIELD, ON THE TOP OF A RIDGE, ABOUT 1260 FEET SOUTHEAST OF THE
 TF1329'LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 27, R 87
 TF1329'W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1332 ***********************************************************************
 TF1332  DESIGNATION -  G 5 Z
 TF1332  PID         -  TF1332
 TF1332  STATE/COUNTY-  ND/WARD
 TF1332  USGS QUAD   -  PLAZA SE (1980)
 TF1332
 TF1332                         *CURRENT SURVEY CONTROL
 TF1332  ___________________________________________________________________
 TF1332* NAD 83(1986)-  48 03 07.     (N)    101 50 48.     (W)     SCALED    
 TF1332* NAVD 88     -       636.754  (meters)    2089.08   (feet)  ADJUSTED  
 TF1332  ___________________________________________________________________
 TF1332  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TF1332  DYNAMIC HT  -         636.846 (meters)    2089.39  (feet)  COMP
 TF1332  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 TF1332
 TF1332  VERT ORDER  -  SECOND    CLASS 0
 TF1332
 TF1332.The horizontal coordinates were scaled from a topographic map and have
 TF1332.an estimated accuracy of +/- 6 seconds.
 TF1332
 TF1332.The orthometric height was determined by differential leveling
 TF1332.and adjusted by the National Geodetic Survey in June 1991..
 TF1332
 TF1332.The geoid height was determined by GEOID03.
 TF1332
 TF1332.The dynamic height is computed by dividing the NAVD 88
 TF1332.geopotential number by the normal gravity value computed on the
 TF1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1332.degrees latitude (g = 980.6199 gals.).
 TF1332
 TF1332.The modeled gravity was interpolated from observed gravity values.
 TF1332
 TF1332;                    North         East    Units  Estimated Accuracy
 TF1332;SPC ND N     -   117,830.      499,620.      MT  (+/- 180 meters Scaled)
 TF1332
 TF1332                          SUPERSEDED SURVEY CONTROL
 TF1332
 TF1332  NGVD 29 (??/??/92)  636.33   (m)         2087.7    (f) COMPUTED    2 0
 TF1332
 TF1332.Superseded values are not recommended for survey control.
 TF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1332.See file dsdata.txt to determine how the superseded data were derived.
 TF1332
 TF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU878259(NAD 83)
 TF1332_MARKER: DS = TRIANGULATION STATION DISK
 TF1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1332_STAMPING: G 5 Z 1962
 TF1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1332+STABILITY: SURFACE MOTION
 TF1332
 TF1332  HISTORY     - Date     Condition        Report By
 TF1332  HISTORY     - 1962     MONUMENTED       CGS
 TF1332  HISTORY     - 1963     GOOD             NGS
 TF1332
 TF1332                          STATION DESCRIPTION
 TF1332
 TF1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1332'8.0 MI NE FROM PLAZA.
 TF1332'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1332'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1332'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.5 MILES
 TF1332'EAST ALONG A COUNTY ROAD, AT THE CREST OF A SLIGHT HILL, 47.0 FEET
 TF1332'SOUTH OF THE CENTERLINE OF THE ROAD, 31.8 FEET EAST OF R.M. 2, 25.8
 TF1332'FEET NORTH OF R.M. 1, 10.7 FEET SOUTH OF A FENCE CORNER, 3.0 FEET WEST
 TF1332'OF A FENCE, 2.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 TF1332'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1332'PROJECTING 0.5 FOOT, S 27, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1327 ***********************************************************************
 TF1327  DESIGNATION -  G 5 Z AZ MK
 TF1327  PID         -  TF1327
 TF1327  STATE/COUNTY-  ND/WARD
 TF1327  USGS QUAD   -  PLAZA SE (1980)
 TF1327
 TF1327                         *CURRENT SURVEY CONTROL
 TF1327  ___________________________________________________________________
 TF1327* NAD 83(1986)-  48 03 07.     (N)    101 51 18.     (W)     SCALED    
 TF1327* NAVD 88     -       637.265  (meters)    2090.76   (feet)  ADJUSTED  
 TF1327  ___________________________________________________________________
 TF1327  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TF1327  DYNAMIC HT  -         637.357 (meters)    2091.06  (feet)  COMP
 TF1327  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 TF1327
 TF1327  VERT ORDER  -  SECOND    CLASS 0
 TF1327
 TF1327.The horizontal coordinates were scaled from a topographic map and have
 TF1327.an estimated accuracy of +/- 6 seconds.
 TF1327
 TF1327.The orthometric height was determined by differential leveling
 TF1327.and adjusted by the National Geodetic Survey in June 1991..
 TF1327
 TF1327.The geoid height was determined by GEOID03.
 TF1327
 TF1327.The dynamic height is computed by dividing the NAVD 88
 TF1327.geopotential number by the normal gravity value computed on the
 TF1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1327.degrees latitude (g = 980.6199 gals.).
 TF1327
 TF1327.The modeled gravity was interpolated from observed gravity values.
 TF1327
 TF1327;                    North         East    Units  Estimated Accuracy
 TF1327;SPC ND N     -   117,850.      499,000.      MT  (+/- 180 meters Scaled)
 TF1327
 TF1327                          SUPERSEDED SURVEY CONTROL
 TF1327
 TF1327  NGVD 29 (??/??/92)  636.84   (m)         2089.4    (f) COMPUTED    2 0
 TF1327
 TF1327.Superseded values are not recommended for survey control.
 TF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1327.See file dsdata.txt to determine how the superseded data were derived.
 TF1327
 TF1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU872260(NAD 83)
 TF1327_MARKER: DZ = AZIMUTH MARK DISK
 TF1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1327_STAMPING: G 5 Z 1962
 TF1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1327+STABILITY: SURFACE MOTION
 TF1327
 TF1327  HISTORY     - Date     Condition        Report By
 TF1327  HISTORY     - 1962     MONUMENTED       CGS
 TF1327  HISTORY     - 1963     GOOD             NGS
 TF1327
 TF1327                          STATION DESCRIPTION
 TF1327
 TF1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1327'7.6 MI NE FROM PLAZA.
 TF1327'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1327'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1327'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.1 MILES
 TF1327'EAST ALONG A COUNTY ROAD, 67.0 FEET EAST OF THE EXTENDED CENTERLINE OF
 TF1327'THE DRIVEWAY LEADING TO SITE G 5, 44.0 FEET NORTH OF THE CENTERLINE OF
 TF1327'THE EAST-WEST ROAD, 26.7 FEET WEST OF A TELEPHONE POLE, 1.8 FEET EAST
 TF1327'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 TF1327'OF A CONCRETE POST PROJECTING 0.3 FOOT, S 22, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1331 ***********************************************************************
 TF1331  DESIGNATION -  G 5 Z RM 1
 TF1331  PID         -  TF1331
 TF1331  STATE/COUNTY-  ND/WARD
 TF1331  USGS QUAD   -  PLAZA SE (1980)
 TF1331
 TF1331                         *CURRENT SURVEY CONTROL
 TF1331  ___________________________________________________________________
 TF1331* NAD 83(1986)-  48 03 07.     (N)    101 50 48.     (W)     SCALED    
 TF1331* NAVD 88     -       636.704  (meters)    2088.92   (feet)  ADJUSTED  
 TF1331  ___________________________________________________________________
 TF1331  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TF1331  DYNAMIC HT  -         636.796 (meters)    2089.22  (feet)  COMP
 TF1331  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 TF1331
 TF1331  VERT ORDER  -  SECOND    CLASS 0
 TF1331
 TF1331.The horizontal coordinates were scaled from a topographic map and have
 TF1331.an estimated accuracy of +/- 6 seconds.
 TF1331
 TF1331.The orthometric height was determined by differential leveling
 TF1331.and adjusted by the National Geodetic Survey in June 1991..
 TF1331
 TF1331.The geoid height was determined by GEOID03.
 TF1331
 TF1331.The dynamic height is computed by dividing the NAVD 88
 TF1331.geopotential number by the normal gravity value computed on the
 TF1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1331.degrees latitude (g = 980.6199 gals.).
 TF1331
 TF1331.The modeled gravity was interpolated from observed gravity values.
 TF1331
 TF1331;                    North         East    Units  Estimated Accuracy
 TF1331;SPC ND N     -   117,830.      499,620.      MT  (+/- 180 meters Scaled)
 TF1331
 TF1331                          SUPERSEDED SURVEY CONTROL
 TF1331
 TF1331  NGVD 29 (??/??/92)  636.28   (m)         2087.5    (f) COMPUTED    2 0
 TF1331
 TF1331.Superseded values are not recommended for survey control.
 TF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1331.See file dsdata.txt to determine how the superseded data were derived.
 TF1331
 TF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU878259(NAD 83)
 TF1331_MARKER: DB = BENCH MARK DISK
 TF1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1331_STAMPING: G 5 Z NO 1 1962
 TF1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1331+STABILITY: SURFACE MOTION
 TF1331
 TF1331  HISTORY     - Date     Condition        Report By
 TF1331  HISTORY     - 1962     MONUMENTED       CGS
 TF1331  HISTORY     - 1963     GOOD             NGS
 TF1331
 TF1331                          STATION DESCRIPTION
 TF1331
 TF1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1331'8.0 MI NE FROM PLAZA.
 TF1331'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1331'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1331'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.5 MILES
 TF1331'EAST ALONG A COUNTY ROAD, 41.2 FEET SOUTHWEST OF R.M. 2, 25.8 FEET
 TF1331'SOUTH OF THE STATION MARK, 3.6 FEET WEST OF A FENCE, AND SET IN THE
 TF1331'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 27, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1330 ***********************************************************************
 TF1330  DESIGNATION -  G 5 Z RM 2
 TF1330  PID         -  TF1330
 TF1330  STATE/COUNTY-  ND/WARD
 TF1330  USGS QUAD   -  PLAZA SE (1980)
 TF1330
 TF1330                         *CURRENT SURVEY CONTROL
 TF1330  ___________________________________________________________________
 TF1330* NAD 83(1986)-  48 03 07.     (N)    101 50 48.     (W)     SCALED    
 TF1330* NAVD 88     -       636.832  (meters)    2089.34   (feet)  ADJUSTED  
 TF1330  ___________________________________________________________________
 TF1330  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TF1330  DYNAMIC HT  -         636.923 (meters)    2089.64  (feet)  COMP
 TF1330  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 TF1330
 TF1330  VERT ORDER  -  SECOND    CLASS 0
 TF1330
 TF1330.The horizontal coordinates were scaled from a topographic map and have
 TF1330.an estimated accuracy of +/- 6 seconds.
 TF1330
 TF1330.The orthometric height was determined by differential leveling
 TF1330.and adjusted by the National Geodetic Survey in June 1991..
 TF1330
 TF1330.The geoid height was determined by GEOID03.
 TF1330
 TF1330.The dynamic height is computed by dividing the NAVD 88
 TF1330.geopotential number by the normal gravity value computed on the
 TF1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1330.degrees latitude (g = 980.6199 gals.).
 TF1330
 TF1330.The modeled gravity was interpolated from observed gravity values.
 TF1330
 TF1330;                    North         East    Units  Estimated Accuracy
 TF1330;SPC ND N     -   117,830.      499,620.      MT  (+/- 180 meters Scaled)
 TF1330
 TF1330                          SUPERSEDED SURVEY CONTROL
 TF1330
 TF1330  NGVD 29 (??/??/92)  636.41   (m)         2088.0    (f) COMPUTED    2 0
 TF1330
 TF1330.Superseded values are not recommended for survey control.
 TF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1330.See file dsdata.txt to determine how the superseded data were derived.
 TF1330
 TF1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU878259(NAD 83)
 TF1330_MARKER: DR = REFERENCE MARK DISK
 TF1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1330_STAMPING: G 5 Z NO 2 1962
 TF1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1330+STABILITY: SURFACE MOTION
 TF1330
 TF1330  HISTORY     - Date     Condition        Report By
 TF1330  HISTORY     - 1962     MONUMENTED       CGS
 TF1330  HISTORY     - 1963     GOOD             NGS
 TF1330
 TF1330                          STATION DESCRIPTION
 TF1330
 TF1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1330'8.0 MI NE FROM PLAZA.
 TF1330'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1330'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1330'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.5 MILES
 TF1330'EAST ALONG A COUNTY ROAD, 41.2 FEET NORTHWEST OF R.M. 1, 47.0 FEET
 TF1330'SOUTH OF THE CENTERLINE OF THE ROAD, 31.8 FEET WEST OF THE STATION
 TF1330'MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TF1330'A CONCRETE POST PROJECTING 0.4 FOOT, S 27, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0473 ***********************************************************************
 SL0473  DESIGNATION -  G 50
 SL0473  PID         -  SL0473
 SL0473  STATE/COUNTY-  ND/CASS
 SL0473  USGS QUAD   -  ARTHUR (1967)
 SL0473
 SL0473                         *CURRENT SURVEY CONTROL
 SL0473  ___________________________________________________________________
 SL0473* NAD 83(1986)-  47 04 00.     (N)    097 13 06.     (W)     SCALED    
 SL0473* NAVD 88     -       297.036  (meters)     974.53   (feet)  ADJUSTED  
 SL0473  ___________________________________________________________________
 SL0473  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 SL0473  DYNAMIC HT  -         297.069 (meters)     974.63  (feet)  COMP
 SL0473  MODELED GRAV-     980,716.0   (mgal)                       NAVD 88
 SL0473
 SL0473  VERT ORDER  -  SECOND    CLASS 0
 SL0473
 SL0473.The horizontal coordinates were scaled from a topographic map and have
 SL0473.an estimated accuracy of +/- 6 seconds.
 SL0473
 SL0473.The orthometric height was determined by differential leveling
 SL0473.and adjusted by the National Geodetic Survey in June 1991..
 SL0473
 SL0473.The geoid height was determined by GEOID03.
 SL0473
 SL0473.The dynamic height is computed by dividing the NAVD 88
 SL0473.geopotential number by the normal gravity value computed on the
 SL0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0473.degrees latitude (g = 980.6199 gals.).
 SL0473
 SL0473.The modeled gravity was interpolated from observed gravity values.
 SL0473
 SL0473;                    North         East    Units  Estimated Accuracy
 SL0473;SPC ND S     -   160,830.      849,190.      MT  (+/- 180 meters Scaled)
 SL0473
 SL0473                          SUPERSEDED SURVEY CONTROL
 SL0473
 SL0473  NGVD 29 (??/??/92)  296.717  (m)          973.48   (f) ADJ UNCH    2 0
 SL0473
 SL0473.Superseded values are not recommended for survey control.
 SL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0473.See file dsdata.txt to determine how the superseded data were derived.
 SL0473
 SL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT352141(NAD 83)
 SL0473_MARKER: DB = BENCH MARK DISK
 SL0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0473_STAMPING: G-50 -- 1934
 SL0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0473+STABILITY: SURFACE MOTION
 SL0473
 SL0473  HISTORY     - Date     Condition        Report By
 SL0473  HISTORY     - 1934     MONUMENTED       CGS
 SL0473  HISTORY     - 1967     GOOD             USAF
 SL0473
 SL0473                          STATION DESCRIPTION
 SL0473
 SL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0473'2.5 MI S FROM ARTHUR.
 SL0473'G-50 IS LOCATED 2.5 MILES SOUTH OF THE RAILWAY STATION.  2.3 MILES
 SL0473'NORTH OF THE JUNCTION OF THE G.N.R. LINES, ERIE TO FARGO AND MAYVILLE
 SL0473'TO CASSELTON.  0.5 OF MILE NORTH OF MILE POST NO. 66.  263 YDS. NORTH
 SL0473'OF CENTERLINE OF A GRADED COUNTY ROAD THAT CROSSES THE TRACK.  42.8
 SL0473'FT. WEST OF WEST RAIL OF TRACK.  39 FT. EAST OF CENTERLINE OF HY. NO.
 SL0473'18. STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH.  NOTE--
 SL0473'THERE IS A METAL WITNESS POST 2 FEET NE OF THE MARK.  N.D. HWY 18 HAS
 SL0473'BEEN RELOCATED AND IS NOW EAST OF THE RAILROAD.  THE FORMER HIGHWAY
 SL0473'HAS DETERIORATED TO A LITTLE USED COUNTY ROAD.
 SL0473
 SL0473                          STATION RECOVERY (1967)
 SL0473
 SL0473'RECOVERY NOTE BY US AIR FORCE 1967
 SL0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0728 ***********************************************************************
 RR0728  DESIGNATION -  G 501
 RR0728  PID         -  RR0728
 RR0728  STATE/COUNTY-  ND/MORTON
 RR0728  USGS QUAD   -  ALMONT EAST (1980)
 RR0728
 RR0728                         *CURRENT SURVEY CONTROL
 RR0728  ___________________________________________________________________
 RR0728* NAD 83(1986)-  46 43 53.     (N)    101 22 56.     (W)     SCALED    
 RR0728* NAVD 88     -       673.690  (meters)    2210.26   (feet)  ADJUSTED  
 RR0728  ___________________________________________________________________
 RR0728  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 RR0728  DYNAMIC HT  -         673.685 (meters)    2210.25  (feet)  COMP
 RR0728  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 RR0728
 RR0728  VERT ORDER  -  FIRST     CLASS II
 RR0728
 RR0728.The horizontal coordinates were scaled from a topographic map and have
 RR0728.an estimated accuracy of +/- 6 seconds.
 RR0728
 RR0728.The orthometric height was determined by differential leveling
 RR0728.and adjusted by the National Geodetic Survey in June 1991..
 RR0728
 RR0728.The geoid height was determined by GEOID03.
 RR0728
 RR0728.The dynamic height is computed by dividing the NAVD 88
 RR0728.geopotential number by the normal gravity value computed on the
 RR0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0728.degrees latitude (g = 980.6199 gals.).
 RR0728
 RR0728.The modeled gravity was interpolated from observed gravity values.
 RR0728
 RR0728;                    North         East    Units  Estimated Accuracy
 RR0728;SPC ND S     -   118,730.      532,570.      MT  (+/- 180 meters Scaled)
 RR0728
 RR0728                          SUPERSEDED SURVEY CONTROL
 RR0728
 RR0728.No superseded survey control is available for this station.
 RR0728
 RR0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS179780(NAD 83)
 RR0728_MARKER: I = METAL ROD
 RR0728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0728_SP_SET: STAINLESS STEEL ROD
 RR0728_STAMPING: G 501 1985
 RR0728_MARK LOGO: NGS   
 RR0728_PROJECTION: FLUSH
 RR0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0728_ROD/PIPE-DEPTH: 4.9  meters
 RR0728
 RR0728  HISTORY     - Date     Condition        Report By
 RR0728  HISTORY     - 1985     MONUMENTED       NGS
 RR0728
 RR0728                          STATION DESCRIPTION
 RR0728
 RR0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0728'14.0 KM (8.7 MI) SOUTH FROM NEW SALEM.
 RR0728'14.0 KM (8.65 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0728'COUNTY ROAD 139 AT NEW SALEM, AT A GRAVEL ROAD LEADING EAST AND A
 RR0728'SECTION LINE ROAD LEADING WEST, 18.0 METERS (59 FT) EAST OF THE CENTER
 RR0728'OF THE ROAD, 27.1 METERS (89 FT) SOUTH OF A FENCE CORNER, 40.9 METERS
 RR0728'(134 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 0.3 METER (1 FT)
 RR0728'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RR0728'LOGO CAP.
 RR0728'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RR0728'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0752 ***********************************************************************
 RR0752  DESIGNATION -  G 502
 RR0752  PID         -  RR0752
 RR0752  STATE/COUNTY-  ND/GRANT
 RR0752  USGS QUAD   -  RALEIGH (1980)
 RR0752
 RR0752                         *CURRENT SURVEY CONTROL
 RR0752  ___________________________________________________________________
 RR0752* NAD 83(1986)-  46 16 32.     (N)    101 20 02.     (W)     SCALED    
 RR0752* NAVD 88     -       699.458  (meters)    2294.81   (feet)  ADJUSTED  
 RR0752  ___________________________________________________________________
 RR0752  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 RR0752  DYNAMIC HT  -         699.427 (meters)    2294.70  (feet)  COMP
 RR0752  MODELED GRAV-     980,545.6   (mgal)                       NAVD 88
 RR0752
 RR0752  VERT ORDER  -  FIRST     CLASS II
 RR0752
 RR0752.The horizontal coordinates were scaled from a topographic map and have
 RR0752.an estimated accuracy of +/- 6 seconds.
 RR0752
 RR0752.The orthometric height was determined by differential leveling
 RR0752.and adjusted by the National Geodetic Survey in June 1991..
 RR0752
 RR0752.The geoid height was determined by GEOID03.
 RR0752
 RR0752.The dynamic height is computed by dividing the NAVD 88
 RR0752.geopotential number by the normal gravity value computed on the
 RR0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0752.degrees latitude (g = 980.6199 gals.).
 RR0752
 RR0752.The modeled gravity was interpolated from observed gravity values.
 RR0752
 RR0752;                    North         East    Units  Estimated Accuracy
 RR0752;SPC ND S     -    68,020.      535,730.      MT  (+/- 180 meters Scaled)
 RR0752
 RR0752                          SUPERSEDED SURVEY CONTROL
 RR0752
 RR0752.No superseded survey control is available for this station.
 RR0752
 RR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS201273(NAD 83)
 RR0752_MARKER: I = METAL ROD
 RR0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0752_SP_SET: STAINLESS STEEL ROD
 RR0752_STAMPING: G 502 1985
 RR0752_MARK LOGO: NGS   
 RR0752_PROJECTION: FLUSH
 RR0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0752_ROD/PIPE-DEPTH: 4.9  meters
 RR0752
 RR0752  HISTORY     - Date     Condition        Report By
 RR0752  HISTORY     - 1985     MONUMENTED       NGS
 RR0752
 RR0752                          STATION DESCRIPTION
 RR0752
 RR0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0752'10.1 KM (6.3 MI) SOUTH FROM RALEIGH.
 RR0752'10.1 KM (6.25 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0752'STREET AT RALEIGH, 0.16 KM (0.1 MI) NORTH OF MILEPOST 23, 29.6 METERS
 RR0752'(97 FT) EAST OF THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT) SOUTH OF
 RR0752'A FENCE CORNER, 11.0 METERS (36 FT) NORTH-NORTHEAST OF A POWER POLE
 RR0752'WITH THREE TRANSFORMERS, 2.9 METERS (9.6 FT) SOUTH OF A 4- BY 4-INCH
 RR0752'WOODEN RIGHT-OF-WAY POST AND 0.3 METER (1 FT) WEST OF THE RIGHT-OF-WAY
 RR0752'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0752'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RR0752'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1196 ***********************************************************************
 RP1196  DESIGNATION -  G 504
 RP1196  PID         -  RP1196
 RP1196  STATE/COUNTY-  ND/RICHLAND
 RP1196  USGS QUAD   -  HANKINSON SE (1979)
 RP1196
 RP1196                         *CURRENT SURVEY CONTROL
 RP1196  ___________________________________________________________________
 RP1196* NAD 83(1986)-  46 03 04.     (N)    096 49 59.     (W)     SCALED    
 RP1196* NAVD 88     -       318.033  (meters)    1043.41   (feet)  ADJUSTED  
 RP1196  ___________________________________________________________________
 RP1196  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP1196  DYNAMIC HT  -         318.034 (meters)    1043.42  (feet)  COMP
 RP1196  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RP1196
 RP1196  VERT ORDER  -  FIRST     CLASS II
 RP1196
 RP1196.The horizontal coordinates were scaled from a topographic map and have
 RP1196.an estimated accuracy of +/- 6 seconds.
 RP1196
 RP1196.The orthometric height was determined by differential leveling
 RP1196.and adjusted by the National Geodetic Survey in June 1991..
 RP1196
 RP1196.The geoid height was determined by GEOID03.
 RP1196
 RP1196.The dynamic height is computed by dividing the NAVD 88
 RP1196.geopotential number by the normal gravity value computed on the
 RP1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1196.degrees latitude (g = 980.6199 gals.).
 RP1196
 RP1196.The modeled gravity was interpolated from observed gravity values.
 RP1196
 RP1196;                    North         East    Units  Estimated Accuracy
 RP1196;SPC ND S     -    49,360.      883,700.      MT  (+/- 180 meters Scaled)
 RP1196
 RP1196                          SUPERSEDED SURVEY CONTROL
 RP1196
 RP1196.No superseded survey control is available for this station.
 RP1196
 RP1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS676020(NAD 83)
 RP1196_MARKER: I = METAL ROD
 RP1196_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1196_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1196_STAMPING: G 504 1990
 RP1196_MARK LOGO: NGS   
 RP1196_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1196_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1196+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1196_ROD/PIPE-DEPTH: 20.1 meters
 RP1196_SLEEVE-DEPTH  : 0.9 meters
 RP1196
 RP1196  HISTORY     - Date     Condition        Report By
 RP1196  HISTORY     - 1990     MONUMENTED       NGS
 RP1196
 RP1196                          STATION DESCRIPTION
 RP1196
 RP1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1196'5.0 KM (3.1 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1196'COUNTY ROAD 1 IN HANKINSON, 181.0 M (593.8 FT) EAST OF THE CENTERLINE
 RP1196'OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 29, 62.3 M (204.4 FT)
 RP1196'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.6 M (38.1 FT) SOUTHWEST OF
 RP1196'A FENCE CORNER AND CONCRETE RIGHT-OF-WAY POST, 5.0 M (16.4 FT) BELOW
 RP1196'THE LEVEL OF HIGHWAY 11, AND 0.6 M (2.0 FT) WEST OF A WITNESS POST.
 RP1196'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 RP1196'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1172 ***********************************************************************
 RP1172  DESIGNATION -  G 505
 RP1172  PID         -  RP1172
 RP1172  STATE/COUNTY-  ND/RICHLAND
 RP1172  USGS QUAD   -  DWIGHT (1979)
 RP1172
 RP1172                         *CURRENT SURVEY CONTROL
 RP1172  ___________________________________________________________________
 RP1172* NAD 83(1986)-  46 18 35.     (N)    096 43 45.     (W)     SCALED    
 RP1172* NAVD 88     -       290.264  (meters)     952.31   (feet)  ADJUSTED  
 RP1172  ___________________________________________________________________
 RP1172  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP1172  DYNAMIC HT  -         290.271 (meters)     952.33  (feet)  COMP
 RP1172  MODELED GRAV-     980,629.9   (mgal)                       NAVD 88
 RP1172
 RP1172  VERT ORDER  -  FIRST     CLASS II
 RP1172
 RP1172.The horizontal coordinates were scaled from a topographic map and have
 RP1172.an estimated accuracy of +/- 6 seconds.
 RP1172
 RP1172.The orthometric height was determined by differential leveling
 RP1172.and adjusted by the National Geodetic Survey in June 1991..
 RP1172
 RP1172.The geoid height was determined by GEOID03.
 RP1172
 RP1172.The dynamic height is computed by dividing the NAVD 88
 RP1172.geopotential number by the normal gravity value computed on the
 RP1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1172.degrees latitude (g = 980.6199 gals.).
 RP1172
 RP1172.The modeled gravity was interpolated from observed gravity values.
 RP1172
 RP1172;                    North         East    Units  Estimated Accuracy
 RP1172;SPC ND S     -    78,450.      890,350.      MT  (+/- 180 meters Scaled)
 RP1172
 RP1172                          SUPERSEDED SURVEY CONTROL
 RP1172
 RP1172.No superseded survey control is available for this station.
 RP1172
 RP1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS748309(NAD 83)
 RP1172_MARKER: I = METAL ROD
 RP1172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1172_SP_SET: STAINLESS STEEL ROD
 RP1172_STAMPING: G 505 1990
 RP1172_MARK LOGO: NGS   
 RP1172_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1172_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1172+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1172_ROD/PIPE-DEPTH: 11.6 meters
 RP1172
 RP1172  HISTORY     - Date     Condition        Report By
 RP1172  HISTORY     - 1990     MONUMENTED       NGS
 RP1172
 RP1172                          STATION DESCRIPTION
 RP1172
 RP1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1172'9.9 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1172'STATE HIGHWAY 127 IN WAHPETON, THENCE 5.6 KM (3.5 MI) NORTHERLY ALONG
 RP1172'COUNTY ROAD 81, 0.2 KM (0.1 MI) SOUTH OF THE INTERSECTION OF COUNTY
 RP1172'ROAD 10, 29.6 M (97.1 FT) WEST OF THE ROAD CENTERLINE, 3.4 M (11.2
 RP1172'FT) SOUTH OF A FENCE CORNER, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 RP1172'ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND FENCE.
 RP1172'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1145 ***********************************************************************
 RP1145  DESIGNATION -  G 506
 RP1145  PID         -  RP1145
 RP1145  STATE/COUNTY-  ND/CASS
 RP1145  USGS QUAD   -  FARGO SOUTH (1993)
 RP1145
 RP1145                         *CURRENT SURVEY CONTROL
 RP1145  ___________________________________________________________________
 RP1145* NAD 83(1986)-  46 46 31.     (N)    096 47 53.     (W)     SCALED    
 RP1145* NAVD 88     -       276.567  (meters)     907.37   (feet)  ADJUSTED  
 RP1145  ___________________________________________________________________
 RP1145  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 RP1145  DYNAMIC HT  -         276.587 (meters)     907.44  (feet)  COMP
 RP1145  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 RP1145
 RP1145  VERT ORDER  -  FIRST     CLASS II
 RP1145
 RP1145.The horizontal coordinates were scaled from a topographic map and have
 RP1145.an estimated accuracy of +/- 6 seconds.
 RP1145
 RP1145.The orthometric height was determined by differential leveling
 RP1145.and adjusted by the National Geodetic Survey in June 1991..
 RP1145
 RP1145.The geoid height was determined by GEOID03.
 RP1145
 RP1145.The dynamic height is computed by dividing the NAVD 88
 RP1145.geopotential number by the normal gravity value computed on the
 RP1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1145.degrees latitude (g = 980.6199 gals.).
 RP1145
 RP1145.The modeled gravity was interpolated from observed gravity values.
 RP1145
 RP1145;                    North         East    Units  Estimated Accuracy
 RP1145;SPC ND S     -   129,890.      882,610.      MT  (+/- 180 meters Scaled)
 RP1145
 RP1145                          SUPERSEDED SURVEY CONTROL
 RP1145
 RP1145.No superseded survey control is available for this station.
 RP1145
 RP1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS681825(NAD 83)
 RP1145_MARKER: I = METAL ROD
 RP1145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1145_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1145_STAMPING: G 506 1990
 RP1145_MARK LOGO: NGS   
 RP1145_PROJECTION: FLUSH
 RP1145_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1145+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1145_ROD/PIPE-DEPTH: 12.1 meters
 RP1145_SLEEVE-DEPTH  : 0.9 meters
 RP1145
 RP1145  HISTORY     - Date     Condition        Report By
 RP1145  HISTORY     - 1990     MONUMENTED       NGS
 RP1145
 RP1145                          STATION DESCRIPTION
 RP1145
 RP1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1145'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1145'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1145'THENCE 3.2 KM (2.0 MI) SOUTHERLY ALONG COUNTY ROAD 81, 75.0 M (246.1
 RP1145'FT) NORTH OF THE CENTER OF A PAVED STREET LEADING EAST, 29.8 M (97.8
 RP1145'FT) EAST OF THE ROAD CENTERLINE, 3.0 M (9.8 FT) NORTH OF UTILITY POLE
 RP1145'NUMBER 79081 WITH 1 GUY WIRE, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 RP1145'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 RP1145'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 RP1145'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0862 ***********************************************************************
 SL0862  DESIGNATION -  G 51
 SL0862  PID         -  SL0862
 SL0862  STATE/COUNTY-  ND/GRAND FORKS
 SL0862  USGS QUAD   -  NORTHWOOD (1970)
 SL0862
 SL0862                         *CURRENT SURVEY CONTROL
 SL0862  ___________________________________________________________________
 SL0862* NAD 83(1986)-  47 41 08.     (N)    097 31 01.     (W)     SCALED    
 SL0862* NAVD 88     -       336.370  (meters)    1103.57   (feet)  ADJUSTED  
 SL0862  ___________________________________________________________________
 SL0862  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 SL0862  DYNAMIC HT  -         336.418 (meters)    1103.73  (feet)  COMP
 SL0862  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 SL0862
 SL0862  VERT ORDER  -  SECOND    CLASS 0
 SL0862
 SL0862.The horizontal coordinates were scaled from a topographic map and have
 SL0862.an estimated accuracy of +/- 6 seconds.
 SL0862
 SL0862.The orthometric height was determined by differential leveling
 SL0862.and adjusted by the National Geodetic Survey in June 1991..
 SL0862
 SL0862.The geoid height was determined by GEOID03.
 SL0862
 SL0862.The dynamic height is computed by dividing the NAVD 88
 SL0862.geopotential number by the normal gravity value computed on the
 SL0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0862.degrees latitude (g = 980.6199 gals.).
 SL0862
 SL0862.The modeled gravity was interpolated from observed gravity values.
 SL0862
 SL0862;                    North         East    Units  Estimated Accuracy
 SL0862;SPC ND N     -    80,560.      823,900.      MT  (+/- 180 meters Scaled)
 SL0862
 SL0862                          SUPERSEDED SURVEY CONTROL
 SL0862
 SL0862  NGVD 29 (??/??/92)  335.998  (m)         1102.35   (f) ADJ UNCH    2 0
 SL0862
 SL0862.Superseded values are not recommended for survey control.
 SL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0862.See file dsdata.txt to determine how the superseded data were derived.
 SL0862
 SL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT112824(NAD 83)
 SL0862_MARKER: DB = BENCH MARK DISK
 SL0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0862_STAMPING: G 51 1934
 SL0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0862+STABILITY: SURFACE MOTION
 SL0862
 SL0862  HISTORY     - Date     Condition        Report By
 SL0862  HISTORY     - 1934     MONUMENTED       CGS
 SL0862  HISTORY     - 1963     GOOD             NGS
 SL0862
 SL0862                          STATION DESCRIPTION
 SL0862
 SL0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0862'4.1 MI SE FROM NORTHWOOD.
 SL0862'ABOUT 4.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0862'STATION AT NORTHWOOD, IN SECTION 36, T 149 N, R 54 W, 12 POLES
 SL0862'NORTHWEST OF MILEPOST 113, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 SL0862'110 FEET SOUTH OF THE CENTER OF A CROSSING, 33 FEET EAST OF THE CENTER
 SL0862'LINE OF THE NORTH-SOUTH ROAD, 1.0 FOOT WEST OF A METAL WITNESS POST,
 SL0862'ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL AND SET IN THE TOP OF A
 SL0862'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0884 ***********************************************************************
 SL0884  DESIGNATION -  G 52
 SL0884  PID         -  SL0884
 SL0884  STATE/COUNTY-  ND/STEELE
 SL0884  USGS QUAD   -  FINLEY (1967)
 SL0884
 SL0884                         *CURRENT SURVEY CONTROL
 SL0884  ___________________________________________________________________
 SL0884* NAD 83(1986)-  47 30 49.     (N)    097 49 25.     (W)     SCALED    
 SL0884* NAVD 88     -       426.750  (meters)    1400.10   (feet)  ADJUSTED  
 SL0884  ___________________________________________________________________
 SL0884  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0884  DYNAMIC HT  -         426.797 (meters)    1400.25  (feet)  COMP
 SL0884  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 SL0884
 SL0884  VERT ORDER  -  SECOND    CLASS 0
 SL0884
 SL0884.The horizontal coordinates were scaled from a topographic map and have
 SL0884.an estimated accuracy of +/- 6 seconds.
 SL0884
 SL0884.The orthometric height was determined by differential leveling
 SL0884.and adjusted by the National Geodetic Survey in June 1991..
 SL0884
 SL0884.The geoid height was determined by GEOID03.
 SL0884
 SL0884.The dynamic height is computed by dividing the NAVD 88
 SL0884.geopotential number by the normal gravity value computed on the
 SL0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0884.degrees latitude (g = 980.6199 gals.).
 SL0884
 SL0884.The modeled gravity was interpolated from observed gravity values.
 SL0884
 SL0884;                    North         East    Units  Estimated Accuracy
 SL0884;SPC ND N     -    60,610.      801,550.      MT  (+/- 180 meters Scaled)
 SL0884
 SL0884                          SUPERSEDED SURVEY CONTROL
 SL0884
 SL0884  NGVD 29 (??/??/92)  426.38   (m)         1398.9    (f) COMPUTED    2 0
 SL0884
 SL0884.Superseded values are not recommended for survey control.
 SL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0884.See file dsdata.txt to determine how the superseded data were derived.
 SL0884
 SL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT885629(NAD 83)
 SL0884_MARKER: DB = BENCH MARK DISK
 SL0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0884_STAMPING: G-52 -- 1934
 SL0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0884+STABILITY: SURFACE MOTION
 SL0884
 SL0884  HISTORY     - Date     Condition        Report By
 SL0884  HISTORY     - 1934     MONUMENTED       CGS
 SL0884  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0884
 SL0884                          STATION DESCRIPTION
 SL0884
 SL0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0884'0.7 MI E FROM FINLEY.
 SL0884'IS LOCATED 0.7 OF MILE EAST OF THE STEELE COUNTY COURT HOUSE AT
 SL0884'FINLEY.  116 FT. WEST OF NORTHWEST CORNER OF AN OLD BARN WITH A
 SL0884'CONCRETE FOUNDATION.  69 FT. SOUTHEAST OF CENTERLINE OF SOUTH HEADWALL
 SL0884'OF A DOUBLE 14 IN. CONCRETE CULVERT.  29 FT. SOUTH OF CENTERLINE OF
 SL0884'HY.  IN A PLACE SURROUNDED BY ROUND BOULDERS.  STANDARD TABLET SET IN
 SL0884'TOP OF CONCRETE POST 5 IN. HIGH.
 SL0884
 SL0884                          STATION RECOVERY (1963)
 SL0884
 SL0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0390 ***********************************************************************
 SM0390  DESIGNATION -  G 53
 SM0390  PID         -  SM0390
 SM0390  STATE/COUNTY-  ND/BARNES
 SM0390  USGS QUAD   -  DAZEY (1961)
 SM0390
 SM0390                         *CURRENT SURVEY CONTROL
 SM0390  ___________________________________________________________________
 SM0390* NAD 83(1986)-  47 13 35.     (N)    098 11 45.     (W)     SCALED    
 SM0390* NAVD 88     -       434.095  (meters)    1424.19   (feet)  ADJUSTED  
 SM0390  ___________________________________________________________________
 SM0390  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0390  DYNAMIC HT  -         434.127 (meters)    1424.30  (feet)  COMP
 SM0390  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 SM0390
 SM0390  VERT ORDER  -  SECOND    CLASS 0
 SM0390
 SM0390.The horizontal coordinates were scaled from a topographic map and have
 SM0390.an estimated accuracy of +/- 6 seconds.
 SM0390
 SM0390.The orthometric height was determined by differential leveling
 SM0390.and adjusted by the National Geodetic Survey in June 1991..
 SM0390
 SM0390.The geoid height was determined by GEOID03.
 SM0390
 SM0390.The dynamic height is computed by dividing the NAVD 88
 SM0390.geopotential number by the normal gravity value computed on the
 SM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0390.degrees latitude (g = 980.6199 gals.).
 SM0390
 SM0390.The modeled gravity was interpolated from observed gravity values.
 SM0390
 SM0390;                    North         East    Units  Estimated Accuracy
 SM0390;SPC ND S     -   175,940.      774,470.      MT  (+/- 180 meters Scaled)
 SM0390
 SM0390                          SUPERSEDED SURVEY CONTROL
 SM0390
 SM0390  NGVD 29 (??/??/92)  433.746  (m)         1423.05   (f) ADJ UNCH    2 0
 SM0390
 SM0390.Superseded values are not recommended for survey control.
 SM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0390.See file dsdata.txt to determine how the superseded data were derived.
 SM0390
 SM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT608306(NAD 83)
 SM0390_MARKER: DB = BENCH MARK DISK
 SM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0390_STAMPING: G 53 1934
 SM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0390+STABILITY: SURFACE MOTION
 SM0390
 SM0390  HISTORY     - Date     Condition        Report By
 SM0390  HISTORY     - 1934     MONUMENTED       CGS
 SM0390  HISTORY     - 1964     GOOD             NGS
 SM0390
 SM0390                          STATION DESCRIPTION
 SM0390
 SM0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0390'2.6 MI N FROM DAZEY.
 SM0390'ABOUT 2.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0390'STATION AT DAZEY, IN SECTION 6, T 143 N, R 59 W, 64 FEET NORTHWEST OF
 SM0390'THE CENTER OF A ROAD CROSSING, 45 1/2 FEET WEST OF THE WEST RAIL, 40
 SM0390'FEET NORTH OF THE CENTER LINE OF A ROAD, 34 1/2 FEET SOUTH OF A
 SM0390'TELEPHONE POLE, 14 FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A
 SM0390'FENCE LINE, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SM0390'THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0058 ***********************************************************************
 SM0058  DESIGNATION -  G 54
 SM0058  PID         -  SM0058
 SM0058  STATE/COUNTY-  ND/NELSON
 SM0058  USGS QUAD   -  KLOTEN (1967)
 SM0058
 SM0058                         *CURRENT SURVEY CONTROL
 SM0058  ___________________________________________________________________
 SM0058* NAD 83(1986)-  47 43 13.     (N)    098 05 47.     (W)     SCALED    
 SM0058* NAVD 88     -       459.151  (meters)    1506.40   (feet)  ADJUSTED  
 SM0058  ___________________________________________________________________
 SM0058  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 SM0058  DYNAMIC HT  -         459.220 (meters)    1506.62  (feet)  COMP
 SM0058  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 SM0058
 SM0058  VERT ORDER  -  SECOND    CLASS 0
 SM0058
 SM0058.The horizontal coordinates were scaled from a topographic map and have
 SM0058.an estimated accuracy of +/- 6 seconds.
 SM0058
 SM0058.The orthometric height was determined by differential leveling
 SM0058.and adjusted by the National Geodetic Survey in June 1991..
 SM0058
 SM0058.The geoid height was determined by GEOID03.
 SM0058
 SM0058.The dynamic height is computed by dividing the NAVD 88
 SM0058.geopotential number by the normal gravity value computed on the
 SM0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0058.degrees latitude (g = 980.6199 gals.).
 SM0058
 SM0058.The modeled gravity was interpolated from observed gravity values.
 SM0058
 SM0058;                    North         East    Units  Estimated Accuracy
 SM0058;SPC ND N     -    82,900.      780,300.      MT  (+/- 180 meters Scaled)
 SM0058
 SM0058                          SUPERSEDED SURVEY CONTROL
 SM0058
 SM0058  NGVD 29 (??/??/92)  458.79   (m)         1505.2    (f) COMPUTED    2 0
 SM0058
 SM0058.Superseded values are not recommended for survey control.
 SM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0058.See file dsdata.txt to determine how the superseded data were derived.
 SM0058
 SM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT677856(NAD 83)
 SM0058_MARKER: DB = BENCH MARK DISK
 SM0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0058_STAMPING: G 54 1934
 SM0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0058+STABILITY: SURFACE MOTION
 SM0058
 SM0058  HISTORY     - Date     Condition        Report By
 SM0058  HISTORY     - 1934     MONUMENTED       CGS
 SM0058  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0058
 SM0058                          STATION DESCRIPTION
 SM0058
 SM0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0058'1.1 MI NW FROM KLOTEN.
 SM0058'1.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0058'AT KLOTEN, NELSON COUNTY, 93 FEET SOUTHWEST OF MILEPOST 73, AT A ROAD
 SM0058'CROSSING, 54 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 43.7 FEET
 SM0058'SOUTH OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED G 54 1934 AND
 SM0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 SM0058'NOTE-- BELIEVED TO HAVE BEEN EITHER COVERED BY DRIFTING SOIL OR
 SM0058'DESTROYED BY FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0340 ***********************************************************************
 TE0340  DESIGNATION -  G 55
 TE0340  PID         -  TE0340
 TE0340  STATE/COUNTY-  ND/NELSON
 TE0340  USGS QUAD   -  BROCKET (1971)
 TE0340
 TE0340                         *CURRENT SURVEY CONTROL
 TE0340  ___________________________________________________________________
 TE0340* NAD 83(1986)-  48 09 31.     (N)    098 21 24.     (W)     SCALED    
 TE0340* NAVD 88     -       462.447  (meters)    1517.21   (feet)  ADJUSTED  
 TE0340  ___________________________________________________________________
 TE0340  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 TE0340  DYNAMIC HT  -         462.527 (meters)    1517.47  (feet)  COMP
 TE0340  MODELED GRAV-     980,770.1   (mgal)                       NAVD 88
 TE0340
 TE0340  VERT ORDER  -  SECOND    CLASS 0
 TE0340
 TE0340.The horizontal coordinates were scaled from a topographic map and have
 TE0340.an estimated accuracy of +/- 6 seconds.
 TE0340
 TE0340.The orthometric height was determined by differential leveling
 TE0340.and adjusted by the National Geodetic Survey in June 1991..
 TE0340
 TE0340.The geoid height was determined by GEOID03.
 TE0340
 TE0340.The dynamic height is computed by dividing the NAVD 88
 TE0340.geopotential number by the normal gravity value computed on the
 TE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0340.degrees latitude (g = 980.6199 gals.).
 TE0340
 TE0340.The modeled gravity was interpolated from observed gravity values.
 TE0340
 TE0340;                    North         East    Units  Estimated Accuracy
 TE0340;SPC ND N     -   131,040.      759,430.      MT  (+/- 180 meters Scaled)
 TE0340
 TE0340                          SUPERSEDED SURVEY CONTROL
 TE0340
 TE0340  NGVD 29 (??/??/92)  462.067  (m)         1515.96   (f) ADJ UNCH    2 0
 TE0340
 TE0340.Superseded values are not recommended for survey control.
 TE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0340.See file dsdata.txt to determine how the superseded data were derived.
 TE0340
 TE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478341(NAD 83)
 TE0340_MARKER: DB = BENCH MARK DISK
 TE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0340_STAMPING: G 55 1934
 TE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0340+STABILITY: SURFACE MOTION
 TE0340
 TE0340  HISTORY     - Date     Condition        Report By
 TE0340  HISTORY     - 1934     MONUMENTED       CGS
 TE0340  HISTORY     - 1963     GOOD             NGS
 TE0340
 TE0340                          STATION DESCRIPTION
 TE0340
 TE0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0340'3.7 MI S FROM BROCKET.
 TE0340'3.7 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0340'BROCKET, IN S 15, R 60 W, T 154 N, ABOUT 0.3 MILE NORTH OF MILEPOST 8,
 TE0340'BETWEEN THE TRACK AND A GRAVELED ROAD THAT PARALLELS THE TRACK ON THE
 TE0340'WEST SIDE, 89 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE SOO
 TE0340'LINE RAILROAD, 75.4 FEET SOUTH OF THE SOUTH RAIL OF THE SOO LINE
 TE0340'RAILROAD, 41.4 FEET WEST OF THE WEST RAIL OF THE GREAT NORTHERN
 TE0340'RAILWAY, 37.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 13.5 FEET
 TE0340'SOUTHEAST OF A TELEGRAPH POLE, 1.4 FEET NORTH OF A METAL WITNESS POST,
 TE0340'ABOUT LEVEL WITH THE GREAT NORTHERN RAILWAY, AND SET IN THE TOP OF A
 TE0340'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0944 ***********************************************************************
 TE0944  DESIGNATION -  G 56
 TE0944  PID         -  TE0944
 TE0944  STATE/COUNTY-  ND/CAVALIER
 TE0944  USGS QUAD   -  MUNICH (1970)
 TE0944
 TE0944                         *CURRENT SURVEY CONTROL
 TE0944  ___________________________________________________________________
 TE0944* NAD 83(1986)-  48 37 44.     (N)    098 46 28.     (W)     SCALED    
 TE0944* NAVD 88     -       483.876  (meters)    1587.52   (feet)  ADJUSTED  
 TE0944  ___________________________________________________________________
 TE0944  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 TE0944  DYNAMIC HT  -         483.977 (meters)    1587.85  (feet)  COMP
 TE0944  MODELED GRAV-     980,805.1   (mgal)                       NAVD 88
 TE0944
 TE0944  VERT ORDER  -  SECOND    CLASS 0
 TE0944
 TE0944.The horizontal coordinates were scaled from a topographic map and have
 TE0944.an estimated accuracy of +/- 6 seconds.
 TE0944
 TE0944.The orthometric height was determined by differential leveling
 TE0944.and adjusted by the National Geodetic Survey in June 1991..
 TE0944
 TE0944.The geoid height was determined by GEOID03.
 TE0944
 TE0944.The dynamic height is computed by dividing the NAVD 88
 TE0944.geopotential number by the normal gravity value computed on the
 TE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0944.degrees latitude (g = 980.6199 gals.).
 TE0944
 TE0944.The modeled gravity was interpolated from observed gravity values.
 TE0944
 TE0944;                    North         East    Units  Estimated Accuracy
 TE0944;SPC ND N     -   182,530.      727,180.      MT  (+/- 180 meters Scaled)
 TE0944
 TE0944                          SUPERSEDED SURVEY CONTROL
 TE0944
 TE0944  NGVD 29 (??/??/92)  483.476  (m)         1586.20   (f) ADJ UNCH    2 0
 TE0944
 TE0944.Superseded values are not recommended for survey control.
 TE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0944.See file dsdata.txt to determine how the superseded data were derived.
 TE0944
 TE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU166862(NAD 83)
 TE0944_MARKER: DB = BENCH MARK DISK
 TE0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0944_STAMPING: G 56 1963
 TE0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0944+STABILITY: SURFACE MOTION
 TE0944
 TE0944  HISTORY     - Date     Condition        Report By
 TE0944  HISTORY     - 1963     MONUMENTED       CGS
 TE0944
 TE0944                          STATION DESCRIPTION
 TE0944
 TE0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0944'4.1 MI SE FROM MUNICH.
 TE0944'ABOUT 4.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0944'STATION AT MUNICH, ABOUT 0.2 MILE SOUTHEAST OF THE CROSSING OF THE SOO
 TE0944'LINE RAILROAD, AT A NORTH-SOUTH GRAVELED ROAD CROSSING, 83 FEET
 TE0944'NORTHEAST ACROSS THE ROAD AND TRACK FROM MILEPOST 48, 35.5 FEET EAST
 TE0944'OF THE CENTERLINE OF THE ROAD, 35.2 FEET NORTHEAST OF THE NORTHEAST
 TE0944'RAIL, 16.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 1884, 1.3 FEET
 TE0944'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 TE0944'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, IN S 3, R 63 W, T 159
 TE0944'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0466 ***********************************************************************
 SL0466  DESIGNATION -  G 57
 SL0466  PID         -  SL0466
 SL0466  STATE/COUNTY-  ND/GRAND FORKS
 SL0466  USGS QUAD   -  GRAND FORKS (1994)
 SL0466
 SL0466                         *CURRENT SURVEY CONTROL
 SL0466  ___________________________________________________________________
 SL0466* NAD 83(1986)-  47 56 20.     (N)    097 05 16.     (W)     SCALED    
 SL0466* NAVD 88     -       254.117  (meters)     833.72   (feet)  ADJUSTED  
 SL0466  ___________________________________________________________________
 SL0466  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL0466  DYNAMIC HT  -         254.165 (meters)     833.87  (feet)  COMP
 SL0466  MODELED GRAV-     980,794.3   (mgal)                       NAVD 88
 SL0466
 SL0466  VERT ORDER  -  SECOND    CLASS 0
 SL0466
 SL0466.The horizontal coordinates were scaled from a topographic map and have
 SL0466.an estimated accuracy of +/- 6 seconds.
 SL0466
 SL0466.The orthometric height was determined by differential leveling
 SL0466.and adjusted by the National Geodetic Survey in June 1991..
 SL0466
 SL0466.The geoid height was determined by GEOID03.
 SL0466
 SL0466.The dynamic height is computed by dividing the NAVD 88
 SL0466.geopotential number by the normal gravity value computed on the
 SL0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0466.degrees latitude (g = 980.6199 gals.).
 SL0466
 SL0466.The modeled gravity was interpolated from observed gravity values.
 SL0466
 SL0466;                    North         East    Units  Estimated Accuracy
 SL0466;SPC ND N     -   110,030.      854,840.      MT  (+/- 180 meters Scaled)
 SL0466
 SL0466                          SUPERSEDED SURVEY CONTROL
 SL0466
 SL0466  NGVD 29 (??/??/92)  253.786  (m)          832.63   (f) ADJ UNCH    2 0
 SL0466
 SL0466.Superseded values are not recommended for survey control.
 SL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0466.See file dsdata.txt to determine how the superseded data were derived.
 SL0466
 SL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU428112(NAD 83)
 SL0466_MARKER: DB = BENCH MARK DISK
 SL0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0466_STAMPING: G-57 -- 1934
 SL0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0466+STABILITY: SURFACE MOTION
 SL0466
 SL0466  HISTORY     - Date     Condition        Report By
 SL0466  HISTORY     - 1934     MONUMENTED       CGS
 SL0466  HISTORY     - 1954     GOOD             NGS
 SL0466
 SL0466                          STATION DESCRIPTION
 SL0466
 SL0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0466'4.6 MI NW FROM GRAND FORKS.
 SL0466'4.6 MILES NORTHWEST OF THE G.N.R. STATION AT GRAND FORKS.  AT THE
 SL0466'CROSSING OF THE G.N.R. AND N.P.R. TRACKS.  1.4 MILES NORTH OF THE P.A.
 SL0466'TOWER.  63 FT. EAST OF CENTERLINE OF A ROAD THAT CROSSES THE TRACK OF
 SL0466'THE N.P.R.  61.5 FT. NORTH OF NORTH RAIL OF N.P. TRACK 38.7 FT. WEST
 SL0466'OF WEST RAIL OF G.N.R. TRACK.  9 FT. NORTH OF A TELEGRAPH POLE.
 SL0466'STANDARD TABLET SET IN TOP OF CONCRETE POST 10 IN. HIGH.
 SL0466
 SL0466                          STATION RECOVERY (1954)
 SL0466
 SL0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 SL0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0367 ***********************************************************************
 TD0367  DESIGNATION -  G 58
 TD0367  PID         -  TD0367
 TD0367  STATE/COUNTY-  ND/WALSH
 TD0367  USGS QUAD   -  GRAFTON (1960)
 TD0367
 TD0367                         *CURRENT SURVEY CONTROL
 TD0367  ___________________________________________________________________
 TD0367* NAD 83(1986)-  48 25 40.     (N)    097 24 18.     (W)     SCALED    
 TD0367* NAVD 88     -       251.899  (meters)     826.44   (feet)  ADJUSTED  
 TD0367  ___________________________________________________________________
 TD0367  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 TD0367  DYNAMIC HT  -         251.959 (meters)     826.64  (feet)  COMP
 TD0367  MODELED GRAV-     980,843.0   (mgal)                       NAVD 88
 TD0367
 TD0367  VERT ORDER  -  SECOND    CLASS 0
 TD0367
 TD0367.The horizontal coordinates were scaled from a topographic map and have
 TD0367.an estimated accuracy of +/- 6 seconds.
 TD0367
 TD0367.The orthometric height was determined by differential leveling
 TD0367.and adjusted by the National Geodetic Survey in June 1991..
 TD0367
 TD0367.The geoid height was determined by GEOID03.
 TD0367
 TD0367.The dynamic height is computed by dividing the NAVD 88
 TD0367.geopotential number by the normal gravity value computed on the
 TD0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0367.degrees latitude (g = 980.6199 gals.).
 TD0367
 TD0367.The modeled gravity was interpolated from observed gravity values.
 TD0367
 TD0367;                    North         East    Units  Estimated Accuracy
 TD0367;SPC ND N     -   163,350.      828,980.      MT  (+/- 180 meters Scaled)
 TD0367
 TD0367                          SUPERSEDED SURVEY CONTROL
 TD0367
 TD0367  NGVD 29 (??/??/92)  251.363  (m)          824.68   (f) ADJ UNCH    2 0
 TD0367
 TD0367.Superseded values are not recommended for survey control.
 TD0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0367.See file dsdata.txt to determine how the superseded data were derived.
 TD0367
 TD0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU179650(NAD 83)
 TD0367_MARKER: DB = BENCH MARK DISK
 TD0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0367_STAMPING: G 58 1934
 TD0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0367+STABILITY: SURFACE MOTION
 TD0367
 TD0367  HISTORY     - Date     Condition        Report By
 TD0367  HISTORY     - 1934     MONUMENTED       CGS
 TD0367  HISTORY     - 1934     GOOD             NGS
 TD0367  HISTORY     - 1980     GOOD             LOCSUR
 TD0367
 TD0367                          STATION DESCRIPTION
 TD0367
 TD0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TD0367'IN GRAFTON.
 TD0367'0.6 OF MILE NORTHEAST OF THE NORTHERN PACIFIC RWY. STATION AT GRAFTON.
 TD0367'102 YARDS EAST OF EAST END OF WOODEN TRESTLE OVER DRAIN DITCH. 108
 TD0367'FEET EAST OF CENTERLINE OF GRADE CROSSING OF A COUNTY DIRT ROAD. 73
 TD0367'FEET NORTH OF CENTERLINE OF SAID ROAD AT POINT WHERE IT MAKES A 90
 TD0367'DEGREE LEFT HAND CURVE TO PARALLEL TRACK.  4.9 FEET SOUTH OF SOUTH
 TD0367'RAIL OF TRACK.  1 FOOT NORTH OF R/W FENCE.  STANDARD U.S. COAST AND
 TD0367'GEODETIC SURVEY TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 TD0367
 TD0367                          STATION RECOVERY (1980)
 TD0367
 TD0367'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0300 ***********************************************************************
 TD0300  DESIGNATION -  G 59
 TD0300  PID         -  TD0300
 TD0300  STATE/COUNTY-  ND/PEMBINA
 TD0300  USGS QUAD   -  PEMBINA (1979)
 TD0300
 TD0300                         *CURRENT SURVEY CONTROL
 TD0300  ___________________________________________________________________
 TD0300* NAD 83(1986)-  48 58 38.     (N)    097 14 38.     (W)     SCALED    
 TD0300* NAVD 88     -       240.916  (meters)     790.41   (feet)  ADJUSTED  
 TD0300  ___________________________________________________________________
 TD0300  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 TD0300  DYNAMIC HT  -         240.989 (meters)     790.64  (feet)  COMP
 TD0300  MODELED GRAV-     980,908.0   (mgal)                       NAVD 88
 TD0300
 TD0300  VERT ORDER  -  SECOND    CLASS 0
 TD0300
 TD0300.The horizontal coordinates were scaled from a topographic map and have
 TD0300.an estimated accuracy of +/- 6 seconds.
 TD0300
 TD0300.The orthometric height was determined by differential leveling
 TD0300.and adjusted by the National Geodetic Survey in June 1991..
 TD0300
 TD0300.The geoid height was determined by GEOID03.
 TD0300
 TD0300.The dynamic height is computed by dividing the NAVD 88
 TD0300.geopotential number by the normal gravity value computed on the
 TD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0300.degrees latitude (g = 980.6199 gals.).
 TD0300
 TD0300.The modeled gravity was interpolated from observed gravity values.
 TD0300
 TD0300;                    North         East    Units  Estimated Accuracy
 TD0300;SPC ND N     -   224,880.      838,310.      MT  (+/- 180 meters Scaled)
 TD0300
 TD0300                          SUPERSEDED SURVEY CONTROL
 TD0300
 TD0300.No superseded survey control is available for this station.
 TD0300
 TD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV285264(NAD 83)
 TD0300_MARKER: DB = BENCH MARK DISK
 TD0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0300_STAMPING: G-59 1934
 TD0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0300+STABILITY: SURFACE MOTION
 TD0300
 TD0300  HISTORY     - Date     Condition        Report By
 TD0300  HISTORY     - 1934     MONUMENTED       CGS
 TD0300  HISTORY     - 1935     GOOD             NGS
 TD0300  HISTORY     - 1978     GOOD             MNDT
 TD0300
 TD0300                          STATION DESCRIPTION
 TD0300
 TD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0300'0.4 MI N FROM PEMBINA.
 TD0300'0.4 MILE NORTH OF PEMBINA, ALONG N.P. RY, FROM NORTHERN PACIFIC RY.
 TD0300'STATION.  215 FEET NORTH OF MILE POST NO. 190.  180 FEET NORTH OF
 TD0300'SWITCH STAND AT NORTH END OF SIDE TRACK.  53 FEET SOUTH OF CENTERLINE
 TD0300'OF ST. HWY. NO. 55 AT POINT WHERE IT CROSSES NORTHERN PACIFIC RY. 43.4
 TD0300'FEET WEST OF CENTERLINE OF NORTHERN PACIFIC RY.  39 FEET SOUTH OF U.S.
 TD0300'CUSTOMS SIGN.  CONCRETE POST.
 TD0300
 TD0300                          STATION RECOVERY (1978)
 TD0300
 TD0300'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 TD0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0961 ***********************************************************************
 TG0961  DESIGNATION -  G 6
 TG0961  PID         -  TG0961
 TG0961  STATE/COUNTY-  ND/BURKE
 TG0961  USGS QUAD   -  PORTAL (1949)
 TG0961
 TG0961                         *CURRENT SURVEY CONTROL
 TG0961  ___________________________________________________________________
 TG0961* NAD 83(1986)-  48 59 45.     (N)    102 32 52.     (W)     SCALED    
 TG0961* NAVD 88     -       595.556  (meters)    1953.92   (feet)  POSTED    
 TG0961  ___________________________________________________________________
 TG0961  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 TG0961  DYNAMIC HT  -         595.690 (meters)    1954.36  (feet)  COMP
 TG0961  MODELED GRAV-     980,822.2   (mgal)                       NAVD 88
 TG0961
 TG0961  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 TG0961
 TG0961.The horizontal coordinates were scaled from a topographic map and have
 TG0961.an estimated accuracy of +/- 6 seconds.
 TG0961
 TG0961.The orthometric height was determined by differential leveling
 TG0961.and adjusted by the National Geodetic Survey in 1992..
 TG0961.No vertical observational check was made to the station.
 TG0961.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TG0961.was located on a no-check spur therefore a value was not computed.
 TG0961
 TG0961.The geoid height was determined by GEOID03.
 TG0961
 TG0961.The dynamic height is computed by dividing the NAVD 88
 TG0961.geopotential number by the normal gravity value computed on the
 TG0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0961.degrees latitude (g = 980.6199 gals.).
 TG0961
 TG0961.The modeled gravity was interpolated from observed gravity values.
 TG0961
 TG0961;                    North         East    Units  Estimated Accuracy
 TG0961;SPC ND N     -   223,910.      450,160.      MT  (+/- 180 meters Scaled)
 TG0961
 TG0961                          SUPERSEDED SURVEY CONTROL
 TG0961
 TG0961.No superseded survey control is available for this station.
 TG0961
 TG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ793298(NAD 83)
 TG0961_MARKER: DB = BENCH MARK DISK
 TG0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0961_STAMPING: ELEV 1952.430 FT G 6
 TG0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0961+STABILITY: SURFACE MOTION
 TG0961
 TG0961  HISTORY     - Date     Condition        Report By
 TG0961  HISTORY     - UNK      MONUMENTED       CGS
 TG0961  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0961
 TG0961                          STATION DESCRIPTION
 TG0961
 TG0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0961'IN PORTAL.
 TG0961'AT PORTAL, BURKE COUNTY, ONE BLOCK FROM THE SOO LINE RAILROAD STATION,
 TG0961'IN THE SOUTHWEST CORNER OF A VACANT LOT, 47 FEET EAST OF THE
 TG0961'CENTERLINE OF A NORTH-AND-SOUTH STREET, AND 12 FEET NORTH OF THE
 TG0961'CENTERLINE OF A CINDER WALK LEADING DOWNTOWN FROM THE STATION.  A
 TG0961'STANDARD DISK, STAMPED ELEV 1952.430 FT G 6 AND SET IN THE TOP OF A
 TG0961'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1271 ***********************************************************************
 TF1271  DESIGNATION -  G 6 B 1
 TF1271  PID         -  TF1271
 TF1271  STATE/COUNTY-  ND/MOUNTRAIL
 TF1271  USGS QUAD   -  PLAZA (1980)
 TF1271
 TF1271                         *CURRENT SURVEY CONTROL
 TF1271  ___________________________________________________________________
 TF1271* NAD 83(1986)-  48 02 39.     (N)    101 57 28.     (W)     SCALED    
 TF1271* NAVD 88     -       646.136  (meters)    2119.86   (feet)  ADJUSTED  
 TF1271  ___________________________________________________________________
 TF1271  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TF1271  DYNAMIC HT  -         646.230 (meters)    2120.17  (feet)  COMP
 TF1271  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TF1271
 TF1271  VERT ORDER  -  SECOND    CLASS 0
 TF1271
 TF1271.The horizontal coordinates were scaled from a topographic map and have
 TF1271.an estimated accuracy of +/- 6 seconds.
 TF1271
 TF1271.The orthometric height was determined by differential leveling
 TF1271.and adjusted by the National Geodetic Survey in June 1991..
 TF1271
 TF1271.The geoid height was determined by GEOID03.
 TF1271
 TF1271.The dynamic height is computed by dividing the NAVD 88
 TF1271.geopotential number by the normal gravity value computed on the
 TF1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1271.degrees latitude (g = 980.6199 gals.).
 TF1271
 TF1271.The modeled gravity was interpolated from observed gravity values.
 TF1271
 TF1271;                    North         East    Units  Estimated Accuracy
 TF1271;SPC ND N     -   117,120.      491,320.      MT  (+/- 180 meters Scaled)
 TF1271
 TF1271                          SUPERSEDED SURVEY CONTROL
 TF1271
 TF1271  NGVD 29 (??/??/92)  645.71   (m)         2118.5    (f) COMPUTED    2 0
 TF1271
 TF1271.Superseded values are not recommended for survey control.
 TF1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1271.See file dsdata.txt to determine how the superseded data were derived.
 TF1271
 TF1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU795254(NAD 83)
 TF1271_MARKER: DD = SURVEY DISK
 TF1271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1271_SP_SET: PEDESTAL
 TF1271_STAMPING: B 1
 TF1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1271
 TF1271  HISTORY     - Date     Condition        Report By
 TF1271  HISTORY     - UNK      MONUMENTED       DOD
 TF1271  HISTORY     - 1963     GOOD             NGS
 TF1271
 TF1271                          STATION DESCRIPTION
 TF1271
 TF1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1271'2.1 MI N FROM PLAZA.
 TF1271'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1271'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1271'THENCE 1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.4 MILE
 TF1271'NORTHEAST ACROSS A PASTURE, ON THE CREST OF A LONG RIDGE, 5.6 FEET
 TF1271'SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF1271'TRIBRACH, S 26, R 88 W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TF1271'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1272 ***********************************************************************
 TF1272  DESIGNATION -  G 6 B 2
 TF1272  PID         -  TF1272
 TF1272  STATE/COUNTY-  ND/MOUNTRAIL
 TF1272  USGS QUAD   -  PLAZA (1980)
 TF1272
 TF1272                         *CURRENT SURVEY CONTROL
 TF1272  ___________________________________________________________________
 TF1272* NAD 83(1986)-  48 02 33.     (N)    101 57 38.     (W)     SCALED    
 TF1272* NAVD 88     -       646.616  (meters)    2121.44   (feet)  ADJUSTED  
 TF1272  ___________________________________________________________________
 TF1272  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 TF1272  DYNAMIC HT  -         646.711 (meters)    2121.75  (feet)  COMP
 TF1272  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TF1272
 TF1272  VERT ORDER  -  SECOND    CLASS 0
 TF1272
 TF1272.The horizontal coordinates were scaled from a topographic map and have
 TF1272.an estimated accuracy of +/- 6 seconds.
 TF1272
 TF1272.The orthometric height was determined by differential leveling
 TF1272.and adjusted by the National Geodetic Survey in June 1991..
 TF1272
 TF1272.The geoid height was determined by GEOID03.
 TF1272
 TF1272.The dynamic height is computed by dividing the NAVD 88
 TF1272.geopotential number by the normal gravity value computed on the
 TF1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1272.degrees latitude (g = 980.6199 gals.).
 TF1272
 TF1272.The modeled gravity was interpolated from observed gravity values.
 TF1272
 TF1272;                    North         East    Units  Estimated Accuracy
 TF1272;SPC ND N     -   116,940.      491,110.      MT  (+/- 180 meters Scaled)
 TF1272
 TF1272                          SUPERSEDED SURVEY CONTROL
 TF1272
 TF1272  NGVD 29 (??/??/92)  646.19   (m)         2120.0    (f) COMPUTED    2 0
 TF1272
 TF1272.Superseded values are not recommended for survey control.
 TF1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1272.See file dsdata.txt to determine how the superseded data were derived.
 TF1272
 TF1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU793252(NAD 83)
 TF1272_MARKER: DD = SURVEY DISK
 TF1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1272_SP_SET: PEDESTAL
 TF1272_STAMPING: B 2
 TF1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1272
 TF1272  HISTORY     - Date     Condition        Report By
 TF1272  HISTORY     - UNK      MONUMENTED       DOD
 TF1272  HISTORY     - 1963     GOOD             NGS
 TF1272
 TF1272                          STATION DESCRIPTION
 TF1272
 TF1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1272'1.95 MI N FROM PLAZA.
 TF1272'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1272'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1272'THENCE 1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE
 TF1272'NORTHEAST ACROSS A PASTURE, AT A CREST OF A SMALL HILL, 225 FEET NORTH
 TF1272'OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF1272'TRIBRACH, S 26, R 88 W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TF1272'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1274 ***********************************************************************
 TF1274  DESIGNATION -  G 6 Z
 TF1274  PID         -  TF1274
 TF1274  STATE/COUNTY-  ND/MOUNTRAIL
 TF1274  USGS QUAD   -  PLAZA (1980)
 TF1274
 TF1274                         *CURRENT SURVEY CONTROL
 TF1274  ___________________________________________________________________
 TF1274* NAD 83(1986)-  48 02 26.     (N)    101 57 55.     (W)     SCALED    
 TF1274* NAVD 88     -       645.062  (meters)    2116.34   (feet)  ADJUSTED  
 TF1274  ___________________________________________________________________
 TF1274  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TF1274  DYNAMIC HT  -         645.156 (meters)    2116.65  (feet)  COMP
 TF1274  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TF1274
 TF1274  VERT ORDER  -  SECOND    CLASS 0
 TF1274
 TF1274.The horizontal coordinates were scaled from a topographic map and have
 TF1274.an estimated accuracy of +/- 6 seconds.
 TF1274
 TF1274.The orthometric height was determined by differential leveling
 TF1274.and adjusted by the National Geodetic Survey in June 1991..
 TF1274
 TF1274.The geoid height was determined by GEOID03.
 TF1274
 TF1274.The dynamic height is computed by dividing the NAVD 88
 TF1274.geopotential number by the normal gravity value computed on the
 TF1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1274.degrees latitude (g = 980.6199 gals.).
 TF1274
 TF1274.The modeled gravity was interpolated from observed gravity values.
 TF1274
 TF1274;                    North         East    Units  Estimated Accuracy
 TF1274;SPC ND N     -   116,730.      490,750.      MT  (+/- 180 meters Scaled)
 TF1274
 TF1274                          SUPERSEDED SURVEY CONTROL
 TF1274
 TF1274  NGVD 29 (??/??/92)  644.63   (m)         2114.9    (f) COMPUTED    2 0
 TF1274
 TF1274.Superseded values are not recommended for survey control.
 TF1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1274.See file dsdata.txt to determine how the superseded data were derived.
 TF1274
 TF1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU789250(NAD 83)
 TF1274_MARKER: DS = TRIANGULATION STATION DISK
 TF1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1274_STAMPING: G 6 Z 1962
 TF1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1274+STABILITY: SURFACE MOTION
 TF1274
 TF1274  HISTORY     - Date     Condition        Report By
 TF1274  HISTORY     - 1962     MONUMENTED       CGS
 TF1274  HISTORY     - 1963     GOOD             NGS
 TF1274
 TF1274                          STATION DESCRIPTION
 TF1274
 TF1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1274'1.7 MI NW FROM PLAZA.
 TF1274'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1274'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1274'THENCE 1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A
 TF1274'HILL, 46.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 37.0 FEET
 TF1274'SOUTHEAST OF R.M. 2, 31.5 FEET NORTHEAST OF R.M. 1, 5.0 FEET EAST OF A
 TF1274'FENCE CORNER, 7.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 TF1274'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1274'LEVEL WITH THE GROUND, S 27, R 88 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1275 ***********************************************************************
 TF1275  DESIGNATION -  G 6 Z RM 1
 TF1275  PID         -  TF1275
 TF1275  STATE/COUNTY-  ND/MOUNTRAIL
 TF1275  USGS QUAD   -  PLAZA (1980)
 TF1275
 TF1275                         *CURRENT SURVEY CONTROL
 TF1275  ___________________________________________________________________
 TF1275* NAD 83(1986)-  48 02 26.     (N)    101 57 55.     (W)     SCALED    
 TF1275* NAVD 88     -       644.736  (meters)    2115.27   (feet)  ADJUSTED  
 TF1275  ___________________________________________________________________
 TF1275  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TF1275  DYNAMIC HT  -         644.830 (meters)    2115.58  (feet)  COMP
 TF1275  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TF1275
 TF1275  VERT ORDER  -  SECOND    CLASS 0
 TF1275
 TF1275.The horizontal coordinates were scaled from a topographic map and have
 TF1275.an estimated accuracy of +/- 6 seconds.
 TF1275
 TF1275.The orthometric height was determined by differential leveling
 TF1275.and adjusted by the National Geodetic Survey in June 1991..
 TF1275
 TF1275.The geoid height was determined by GEOID03.
 TF1275
 TF1275.The dynamic height is computed by dividing the NAVD 88
 TF1275.geopotential number by the normal gravity value computed on the
 TF1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1275.degrees latitude (g = 980.6199 gals.).
 TF1275
 TF1275.The modeled gravity was interpolated from observed gravity values.
 TF1275
 TF1275;                    North         East    Units  Estimated Accuracy
 TF1275;SPC ND N     -   116,730.      490,750.      MT  (+/- 180 meters Scaled)
 TF1275
 TF1275                          SUPERSEDED SURVEY CONTROL
 TF1275
 TF1275  NGVD 29 (??/??/92)  644.31   (m)         2113.9    (f) COMPUTED    2 0
 TF1275
 TF1275.Superseded values are not recommended for survey control.
 TF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1275.See file dsdata.txt to determine how the superseded data were derived.
 TF1275
 TF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU789250(NAD 83)
 TF1275_MARKER: DR = REFERENCE MARK DISK
 TF1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1275_STAMPING: G 6 Z NO 1 1962
 TF1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1275+STABILITY: SURFACE MOTION
 TF1275
 TF1275  HISTORY     - Date     Condition        Report By
 TF1275  HISTORY     - 1962     MONUMENTED       CGS
 TF1275  HISTORY     - 1963     GOOD             NGS
 TF1275
 TF1275                          STATION DESCRIPTION
 TF1275
 TF1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1275'1.7 MI NW FROM PLAZA.
 TF1275'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1275'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1275'THENCE 1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A
 TF1275'HILL, 66.5 FEET SOUTH OF R.M. 2, 54.7 FEET WEST OF THE CENTERLINE OF
 TF1275'THE ROAD, 31.5 FEET SOUTHWEST OF THE STATION MARK, 30.0 FEET SOUTH OF
 TF1275'A FENCE CORNER, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TF1275'CONCRETE POST LEVEL WITH THE GROUND, S 27, R 88 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1273 ***********************************************************************
 TF1273  DESIGNATION -  G 6 Z RM 2
 TF1273  PID         -  TF1273
 TF1273  STATE/COUNTY-  ND/MOUNTRAIL
 TF1273  USGS QUAD   -  PLAZA (1980)
 TF1273
 TF1273                         *CURRENT SURVEY CONTROL
 TF1273  ___________________________________________________________________
 TF1273* NAD 83(1986)-  48 02 26.     (N)    101 57 55.     (W)     SCALED    
 TF1273* NAVD 88     -       644.941  (meters)    2115.94   (feet)  ADJUSTED  
 TF1273  ___________________________________________________________________
 TF1273  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TF1273  DYNAMIC HT  -         645.035 (meters)    2116.25  (feet)  COMP
 TF1273  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TF1273
 TF1273  VERT ORDER  -  SECOND    CLASS 0
 TF1273
 TF1273.The horizontal coordinates were scaled from a topographic map and have
 TF1273.an estimated accuracy of +/- 6 seconds.
 TF1273
 TF1273.The orthometric height was determined by differential leveling
 TF1273.and adjusted by the National Geodetic Survey in June 1991..
 TF1273
 TF1273.The geoid height was determined by GEOID03.
 TF1273
 TF1273.The dynamic height is computed by dividing the NAVD 88
 TF1273.geopotential number by the normal gravity value computed on the
 TF1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1273.degrees latitude (g = 980.6199 gals.).
 TF1273
 TF1273.The modeled gravity was interpolated from observed gravity values.
 TF1273
 TF1273;                    North         East    Units  Estimated Accuracy
 TF1273;SPC ND N     -   116,730.      490,750.      MT  (+/- 180 meters Scaled)
 TF1273
 TF1273                          SUPERSEDED SURVEY CONTROL
 TF1273
 TF1273  NGVD 29 (??/??/92)  644.51   (m)         2114.5    (f) COMPUTED    2 0
 TF1273
 TF1273.Superseded values are not recommended for survey control.
 TF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1273.See file dsdata.txt to determine how the superseded data were derived.
 TF1273
 TF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU789250(NAD 83)
 TF1273_MARKER: DR = REFERENCE MARK DISK
 TF1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1273_STAMPING: G 6 Z NO 2 1962
 TF1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1273+STABILITY: SURFACE MOTION
 TF1273
 TF1273  HISTORY     - Date     Condition        Report By
 TF1273  HISTORY     - 1962     MONUMENTED       CGS
 TF1273  HISTORY     - 1963     GOOD             NGS
 TF1273
 TF1273                          STATION DESCRIPTION
 TF1273
 TF1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1273'1.7 MI NW FROM PLAZA.
 TF1273'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TF1273'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TF1273'THENCE 1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A
 TF1273'HILL, 66.5 FEET NORTH OF R.M. 1, 53.5 FEET WEST OF THE CENTERLINE OF
 TF1273'THE ROAD, 37.0 FEET NORTHWEST OF THE STATION MARK, 35.6 FEET NORTH OF
 TF1273'A FENCE CORNER, 2.0 FEET WEST OF A NORTH-SOUTH FENCE, ABOUT 1 FOOT
 TF1273'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1273'LEVEL WITH THE GROUND, S 27, R 88 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0055 ***********************************************************************
 TE0055  DESIGNATION -  G 60 RESET
 TE0055  PID         -  TE0055
 TE0055  STATE/COUNTY-  ND/CAVALIER
 TE0055  USGS QUAD   -  OSNABROCK (1972)
 TE0055
 TE0055                         *CURRENT SURVEY CONTROL
 TE0055  ___________________________________________________________________
 TE0055* NAD 83(1986)-  48 37 46.     (N)    098 08 38.     (W)     SCALED    
 TE0055* NAVD 88     -       494.711  (meters)    1623.06   (feet)  ADJUSTED  
 TE0055  ___________________________________________________________________
 TE0055  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE0055  DYNAMIC HT  -         494.811 (meters)    1623.39  (feet)  COMP
 TE0055  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TE0055
 TE0055  VERT ORDER  -  SECOND    CLASS 0
 TE0055
 TE0055.The horizontal coordinates were scaled from a topographic map and have
 TE0055.an estimated accuracy of +/- 6 seconds.
 TE0055
 TE0055.The orthometric height was determined by differential leveling
 TE0055.and adjusted by the National Geodetic Survey in June 1991..
 TE0055
 TE0055.The geoid height was determined by GEOID03.
 TE0055
 TE0055.The dynamic height is computed by dividing the NAVD 88
 TE0055.geopotential number by the normal gravity value computed on the
 TE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0055.degrees latitude (g = 980.6199 gals.).
 TE0055
 TE0055.The modeled gravity was interpolated from observed gravity values.
 TE0055
 TE0055;                    North         East    Units  Estimated Accuracy
 TE0055;SPC ND N     -   183,830.      773,650.      MT  (+/- 180 meters Scaled)
 TE0055
 TE0055                          SUPERSEDED SURVEY CONTROL
 TE0055
 TE0055  NGVD 29 (??/??/92)  494.331  (m)         1621.82   (f) ADJ UNCH    2 0
 TE0055
 TE0055.Superseded values are not recommended for survey control.
 TE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0055.See file dsdata.txt to determine how the superseded data were derived.
 TE0055
 TE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU630866(NAD 83)
 TE0055_MARKER: DB = BENCH MARK DISK
 TE0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0055_STAMPING: G 60 RESET 1963
 TE0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0055+STABILITY: SURFACE MOTION
 TE0055
 TE0055  HISTORY     - Date     Condition        Report By
 TE0055  HISTORY     - 1963     MONUMENTED       CGS
 TE0055  HISTORY     - 1964     GOOD             NGS
 TE0055  HISTORY     - 1973     GOOD             NGS
 TE0055
 TE0055                          STATION DESCRIPTION
 TE0055
 TE0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0055'4.7 MI W FROM MILTON.
 TE0055'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0055'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66, IN S
 TE0055'4, R 58 W, T 159 N, 153 FEET SOUTHEAST OF THE CENTER OF THE
 TE0055'INTERSECTION OF THE HIGHWAY AND CAVALIER COUNTY ROAD 35, 103 FEET
 TE0055'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 105 FEET EAST OF THE CENTER
 TE0055'LINE OF THE COUNTY ROAD, 1 FOOT WEST OF A POWER POLE, 1.5 FEET EAST OF
 TE0055'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TE0055'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- AS OF
 TE0055'THIS DATE, STATE HIGHWAY MAINTENANCE ENDS AT THIS POINT AND CAVALIER
 TE0055'COUNTY ROAD 66 CONTINUES WEST ALONG THE SAME ROUTE.
 TE0055
 TE0055                          STATION RECOVERY (1973)
 TE0055
 TE0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1120 ***********************************************************************
 TE1120  DESIGNATION -  G 61
 TE1120  PID         -  TE1120
 TE1120  STATE/COUNTY-  ND/TOWNER
 TE1120  USGS QUAD   -  EGELAND (1962)
 TE1120
 TE1120                         *CURRENT SURVEY CONTROL
 TE1120  ___________________________________________________________________
 TE1120* NAD 83(1996)-  48 37 50.80999(N)    099 01 01.57340(W)     ADJUSTED  
 TE1120* NAVD 88     -       469.141  (meters)    1539.17   (feet)  ADJUSTED  
 TE1120  ___________________________________________________________________
 TE1120  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 TE1120  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 TE1120  DYNAMIC HT  -         469.242 (meters)    1539.50  (feet)  COMP
 TE1120  MODELED GRAV-     980,811.0   (mgal)                       NAVD 88
 TE1120
 TE1120  HORZ ORDER  -  THIRD
 TE1120  VERT ORDER  -  SECOND    CLASS 0
 TE1120
 TE1120.The horizontal coordinates were established by classical geodetic methods
 TE1120.and adjusted by the National Geodetic Survey in January 1998..
 TE1120
 TE1120.The orthometric height was determined by differential leveling
 TE1120.and adjusted by the National Geodetic Survey in June 1991..
 TE1120
 TE1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1120
 TE1120.The geoid height was determined by GEOID03.
 TE1120
 TE1120.The dynamic height is computed by dividing the NAVD 88
 TE1120.geopotential number by the normal gravity value computed on the
 TE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1120.degrees latitude (g = 980.6199 gals.).
 TE1120
 TE1120.The modeled gravity was interpolated from observed gravity values.
 TE1120
 TE1120;                    North         East     Units Scale Factor Converg.
 TE1120;SPC ND N     -   182,370.099   709,297.138   MT  0.99998128   +1 06 12.5
 TE1120;SPC ND N     -   598,327.10  2,327,090.35   iFT  0.99998128   +1 06 12.5
 TE1120;UTM  14      - 5,386,412.869   498,739.770   MT  0.99960002   -0 00 46.2
 TE1120
 TE1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1120!SPC ND N     -   0.99993017  x   0.99998128  =   0.99991145
 TE1120!UTM  14      -   0.99993017  x   0.99960002  =   0.99953022
 TE1120
 TE1120:                Primary Azimuth Mark                     Grid Az
 TE1120:SPC ND N     -  CUPOLA ON BARN N                         000 18 54.0
 TE1120:UTM  14      -  CUPOLA ON BARN N                         001 25 52.7
 TE1120
 TE1120|---------------------------------------------------------------------|
 TE1120| PID    Reference Object                     Distance      Geod. Az  |
 TE1120|                                                           dddmmss.s |
 TE1120| CO7502 CUPOLA ON BARN N                                   0012506.5 |
 TE1120| CO7505 CUPOLA ON BARN SW                                  1943534.0 |
 TE1120|---------------------------------------------------------------------|
 TE1120
 TE1120                          SUPERSEDED SURVEY CONTROL
 TE1120
 TE1120  NAD 83(1986)-  48 37 50.80996(N)    099 01 01.56313(W) AD(       ) 3
 TE1120  NAD 27      -  48 37 50.78042(N)    099 01 00.06574(W) AD(       ) 3
 TE1120  NGVD 29 (??/??/92)  468.772  (m)         1537.96   (f) ADJ UNCH    2 0
 TE1120
 TE1120.Superseded values are not recommended for survey control.
 TE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1120.See file dsdata.txt to determine how the superseded data were derived.
 TE1120
 TE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9874086413(NAD 83)
 TE1120_MARKER: DB = BENCH MARK DISK
 TE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1120_STAMPING: G 61 1934
 TE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1120+STABILITY: SURFACE MOTION
 TE1120
 TE1120  HISTORY     - Date     Condition        Report By
 TE1120  HISTORY     - 1934     MONUMENTED       CGS
 TE1120  HISTORY     - 1959     GOOD             USGS
 TE1120
 TE1120                          STATION DESCRIPTION
 TE1120
 TE1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1120'3.8 MI E FROM EGELAND.
 TE1120'3.8 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1120'RAILWAY (NOW THE SOO LINE RAILROAD) FROM THE STATION AT EGELAND,
 TE1120'TOWNER COUNTY, 225 YARDS WEST OF THE SWITCH AT THE EAST END OF SUPRU
 TE1120'TRACK J 457, 478 FEET EAST OF THE CENTER OF THE NORTH END OF A 2-BY
 TE1120'2-FOOT WOODEN CULVERT, 0.2 MILE WEST OF A ROAD CROSSING, 129 FEET
 TE1120'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 29, AND 38.2 FEET NORTH OF
 TE1120'THE NORTH RAIL.  A STANDARD DISK, STAMPED G 61 1934 AND SET IN THE TOP
 TE1120'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 TE1120
 TE1120                          STATION RECOVERY (1959)
 TE1120
 TE1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TE1120'EDGELAND, 4.0 MI E. OF, TPS. 159 AND 160 N., R. 65 W., NEAR COR. SECS.
 TE1120'2, 3, 34 AND 35, 129 FT S. AND 0.2 MI W. OF CROSSROADS, 38.2 FT N. OF
 TE1120'N. RAIL OF MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RR.  A STANDARD
 TE1120'USC AND GS DISK SET IN A CONCRETE POST AND STAMPED---G 61 1934.
 TE1120'BARN CUPOLA, 1.0 MI DISTANT--N 01 DEG 25 MIN E.
 TE1120'UPOLA SSW.--S 14 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1474 ***********************************************************************
 TE1474  DESIGNATION -  G 62
 TE1474  PID         -  TE1474
 TE1474  STATE/COUNTY-  ND/ROLETTE
 TE1474  USGS QUAD   -  THORNE (1955)
 TE1474
 TE1474                         *CURRENT SURVEY CONTROL
 TE1474  ___________________________________________________________________
 TE1474* NAD 83(1986)-  48 39 39.     (N)    099 54 28.     (W)     SCALED    
 TE1474* NAVD 88     -       484.872  (meters)    1590.78   (feet)  ADJUSTED  
 TE1474  ___________________________________________________________________
 TE1474  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TE1474  DYNAMIC HT  -         484.987 (meters)    1591.16  (feet)  COMP
 TE1474  MODELED GRAV-     980,831.9   (mgal)                       NAVD 88
 TE1474
 TE1474  VERT ORDER  -  SECOND    CLASS 0
 TE1474
 TE1474.The horizontal coordinates were scaled from a topographic map and have
 TE1474.an estimated accuracy of +/- 6 seconds.
 TE1474
 TE1474.The orthometric height was determined by differential leveling
 TE1474.and adjusted by the National Geodetic Survey in June 1991..
 TE1474
 TE1474.The geoid height was determined by GEOID03.
 TE1474
 TE1474.The dynamic height is computed by dividing the NAVD 88
 TE1474.geopotential number by the normal gravity value computed on the
 TE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1474.degrees latitude (g = 980.6199 gals.).
 TE1474
 TE1474.The modeled gravity was interpolated from observed gravity values.
 TE1474
 TE1474;                    North         East    Units  Estimated Accuracy
 TE1474;SPC ND N     -   184,830.      643,630.      MT  (+/- 180 meters Scaled)
 TE1474
 TE1474                          SUPERSEDED SURVEY CONTROL
 TE1474
 TE1474  NGVD 29 (??/??/92)  484.501  (m)         1589.57   (f) ADJ UNCH    2 0
 TE1474
 TE1474.Superseded values are not recommended for survey control.
 TE1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1474.See file dsdata.txt to determine how the superseded data were derived.
 TE1474
 TE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU331901(NAD 83)
 TE1474_MARKER: DB = BENCH MARK DISK
 TE1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1474_STAMPING: G-62--1934
 TE1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1474+STABILITY: SURFACE MOTION
 TE1474
 TE1474  HISTORY     - Date     Condition        Report By
 TE1474  HISTORY     - 1934     MONUMENTED       CGS
 TE1474
 TE1474                          STATION DESCRIPTION
 TE1474
 TE1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1474'2.9 MI W FROM ROLETTE.
 TE1474'2.9 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1474'RAILWAY FROM THE STATION AT ROLETTE, ROLETTE COUNTY, ABOUT 100 YARDS
 TE1474'EAST OF MILEPOST 499, ABOUT 350 FEET WEST OF A SECTION-LINE ROAD
 TE1474'CROSSING, 35 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 29, 45.6
 TE1474'FEET NORTH OF THE NORTH RAIL, AND 1.3 FEET SOUTH OF THE RIGHT-OF-WAY
 TE1474'FENCE.  A STANDARD DISK, STAMPED G 62 1934 AND SET IN THE TOP OF A
 TE1474'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0480 ***********************************************************************
 TF0480  DESIGNATION -  G 63
 TF0480  PID         -  TF0480
 TF0480  STATE/COUNTY-  ND/BOTTINEAU
 TF0480  USGS QUAD   -  NEWBURG (1950)
 TF0480
 TF0480                         *CURRENT SURVEY CONTROL
 TF0480  ___________________________________________________________________
 TF0480* NAD 83(1986)-  48 39 54.     (N)    100 59 41.     (W)     SCALED    
 TF0480* NAVD 88     -       455.160  (meters)    1493.30   (feet)  ADJUSTED  
 TF0480  ___________________________________________________________________
 TF0480  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TF0480  DYNAMIC HT  -         455.256 (meters)    1493.62  (feet)  COMP
 TF0480  MODELED GRAV-     980,808.2   (mgal)                       NAVD 88
 TF0480
 TF0480  VERT ORDER  -  SECOND    CLASS 0
 TF0480
 TF0480.The horizontal coordinates were scaled from a topographic map and have
 TF0480.an estimated accuracy of +/- 6 seconds.
 TF0480
 TF0480.The orthometric height was determined by differential leveling
 TF0480.and adjusted by the National Geodetic Survey in June 1991..
 TF0480
 TF0480.The geoid height was determined by GEOID03.
 TF0480
 TF0480.The dynamic height is computed by dividing the NAVD 88
 TF0480.geopotential number by the normal gravity value computed on the
 TF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0480.degrees latitude (g = 980.6199 gals.).
 TF0480
 TF0480.The modeled gravity was interpolated from observed gravity values.
 TF0480
 TF0480;                    North         East    Units  Estimated Accuracy
 TF0480;SPC ND N     -   185,240.      563,560.      MT  (+/- 180 meters Scaled)
 TF0480
 TF0480                          SUPERSEDED SURVEY CONTROL
 TF0480
 TF0480  NGVD 29 (??/??/92)  454.772  (m)         1492.03   (f) ADJ UNCH    2 0
 TF0480
 TF0480.Superseded values are not recommended for survey control.
 TF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0480.See file dsdata.txt to determine how the superseded data were derived.
 TF0480
 TF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU531921(NAD 83)
 TF0480_MARKER: DB = BENCH MARK DISK
 TF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0480_STAMPING: G 63 1934
 TF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0480+STABILITY: SURFACE MOTION
 TF0480
 TF0480  HISTORY     - Date     Condition        Report By
 TF0480  HISTORY     - 1934     MONUMENTED       CGS
 TF0480
 TF0480                          STATION DESCRIPTION
 TF0480
 TF0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0480'4.2 MI W FROM RUSSELL.
 TF0480'4.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0480'RUSSELL, BOTTINEAU COUNTY, 95 YARDS WEST OF MILEPOST 549, AT A
 TF0480'COUNTY-ROAD CROSSING, 38.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TF0480'51.1 FEET SOUTH OF THE SOUTH RAIL, AND 4 FEET WEST OF A POLE.  A
 TF0480'STANDARD DISK, STAMPED G 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0480'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1384 ***********************************************************************
 TF1384  DESIGNATION -  G 64
 TF1384  PID         -  TF1384
 TF1384  STATE/COUNTY-  ND/RENVILLE
 TF1384  USGS QUAD   -  NORMA (1948)
 TF1384
 TF1384                         *CURRENT SURVEY CONTROL
 TF1384  ___________________________________________________________________
 TF1384* NAD 83(1986)-  48 43 39.     (N)    101 57 20.     (W)     SCALED    
 TF1384* NAVD 88     -       574.368  (meters)    1884.41   (feet)  ADJUSTED  
 TF1384  ___________________________________________________________________
 TF1384  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF1384  DYNAMIC HT  -         574.483 (meters)    1884.78  (feet)  COMP
 TF1384  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TF1384
 TF1384  VERT ORDER  -  SECOND    CLASS 0
 TF1384
 TF1384.The horizontal coordinates were scaled from a topographic map and have
 TF1384.an estimated accuracy of +/- 6 seconds.
 TF1384
 TF1384.The orthometric height was determined by differential leveling
 TF1384.and adjusted by the National Geodetic Survey in June 1991..
 TF1384
 TF1384.The geoid height was determined by GEOID03.
 TF1384
 TF1384.The dynamic height is computed by dividing the NAVD 88
 TF1384.geopotential number by the normal gravity value computed on the
 TF1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1384.degrees latitude (g = 980.6199 gals.).
 TF1384
 TF1384.The modeled gravity was interpolated from observed gravity values.
 TF1384
 TF1384;                    North         East    Units  Estimated Accuracy
 TF1384;SPC ND N     -   193,090.      492,920.      MT  (+/- 180 meters Scaled)
 TF1384
 TF1384                          SUPERSEDED SURVEY CONTROL
 TF1384
 TF1384  NGVD 29 (??/??/92)  573.973  (m)         1883.11   (f) ADJ UNCH    2 0
 TF1384
 TF1384.Superseded values are not recommended for survey control.
 TF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1384.See file dsdata.txt to determine how the superseded data were derived.
 TF1384
 TF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV826013(NAD 83)
 TF1384_MARKER: DB = BENCH MARK DISK
 TF1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1384_STAMPING: G 64 1934
 TF1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1384+STABILITY: SURFACE MOTION
 TF1384
 TF1384  HISTORY     - Date     Condition        Report By
 TF1384  HISTORY     - 1934     MONUMENTED       CGS
 TF1384  HISTORY     - 1963     GOOD             NGS
 TF1384
 TF1384                          STATION DESCRIPTION
 TF1384
 TF1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1384'0.75 MI E FROM NORMA.
 TF1384'ABOUT 0.75 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1384'NORMA, IN SECTION 34, T 161 N, R 87 W, AT A ROAD CROSSING, 7 POLES
 TF1384'EAST OF MILE POST 597, 44 1/2 FEET NORTH OF THE NORTH RAIL, 36 FEET
 TF1384'EAST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET NORTH OF A TELEPHONE
 TF1384'POLE, 1 1/2 FEET SOUTH OF A FENCE, 0.6 FEET SOUTH OF A METAL WITNESS
 TF1384'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAIL AND SET IN THE TOP OF A
 TF1384'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1106 ***********************************************************************
 TE1106  DESIGNATION -  G 66
 TE1106  PID         -  TE1106
 TE1106  STATE/COUNTY-  ND/TOWNER
 TE1106  USGS QUAD   -  EGELAND SW (1962)
 TE1106
 TE1106                         *CURRENT SURVEY CONTROL
 TE1106  ___________________________________________________________________
 TE1106* NAD 83(1986)-  48 30 27.     (N)    099 12 35.     (W)     SCALED    
 TE1106* NAVD 88     -       451.525  (meters)    1481.38   (feet)  ADJUSTED  
 TE1106  ___________________________________________________________________
 TE1106  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1106  DYNAMIC HT  -         451.619 (meters)    1481.69  (feet)  COMP
 TE1106  MODELED GRAV-     980,804.9   (mgal)                       NAVD 88
 TE1106
 TE1106  VERT ORDER  -  SECOND    CLASS 0
 TE1106
 TE1106.The horizontal coordinates were scaled from a topographic map and have
 TE1106.an estimated accuracy of +/- 6 seconds.
 TE1106
 TE1106.The orthometric height was determined by differential leveling
 TE1106.and adjusted by the National Geodetic Survey in June 1991..
 TE1106
 TE1106.The geoid height was determined by GEOID03.
 TE1106
 TE1106.The dynamic height is computed by dividing the NAVD 88
 TE1106.geopotential number by the normal gravity value computed on the
 TE1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1106.degrees latitude (g = 980.6199 gals.).
 TE1106
 TE1106.The modeled gravity was interpolated from observed gravity values.
 TE1106
 TE1106;                    North         East    Units  Estimated Accuracy
 TE1106;SPC ND N     -   168,410.      695,330.      MT  (+/- 180 meters Scaled)
 TE1106
 TE1106                          SUPERSEDED SURVEY CONTROL
 TE1106
 TE1106  NGVD 29 (??/??/92)  451.175  (m)         1480.23   (f) ADJ UNCH    2 0
 TE1106
 TE1106.Superseded values are not recommended for survey control.
 TE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1106.See file dsdata.txt to determine how the superseded data were derived.
 TE1106
 TE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU845727(NAD 83)
 TE1106_MARKER: DB = BENCH MARK DISK
 TE1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1106_STAMPING: G 66 1934
 TE1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1106+STABILITY: SURFACE MOTION
 TE1106
 TE1106  HISTORY     - Date     Condition        Report By
 TE1106  HISTORY     - 1934     MONUMENTED       CGS
 TE1106  HISTORY     - 1962     MARK NOT FOUND   NGS
 TE1106
 TE1106                          STATION DESCRIPTION
 TE1106
 TE1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TE1106'1.3 MI N FROM CANDO.
 TE1106'1.3 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE1106'CANDO, TOWNER COUNTY, 140 FEET WEST OF THE CENTER OF THE CROSSING OF
 TE1106'U.S. HIGHWAY 281, 45.1 FEET SOUTHWEST OF THE WEST RAIL, AND 1.8 FEET
 TE1106'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 66
 TE1106'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TE1106'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1461 ***********************************************************************
 TE1461  DESIGNATION -  G 67
 TE1461  PID         -  TE1461
 TE1461  STATE/COUNTY-  ND/ROLETTE
 TE1461  USGS QUAD   -  SAINT JOHN (1969)
 TE1461
 TE1461                         *CURRENT SURVEY CONTROL
 TE1461  ___________________________________________________________________
 TE1461* NAD 83(1986)-  48 59 55.     (N)    099 44 55.     (W)     SCALED    
 TE1461* NAVD 88     -       575.535  (meters)    1888.23   (feet)  ADJUSTED  
 TE1461  ___________________________________________________________________
 TE1461  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TE1461  DYNAMIC HT  -         575.684 (meters)    1888.72  (feet)  COMP
 TE1461  MODELED GRAV-     980,848.2   (mgal)                       NAVD 88
 TE1461
 TE1461  VERT ORDER  -  SECOND    CLASS 0
 TE1461
 TE1461.The horizontal coordinates were scaled from a topographic map and have
 TE1461.an estimated accuracy of +/- 6 seconds.
 TE1461
 TE1461.The orthometric height was determined by differential leveling
 TE1461.and adjusted by the National Geodetic Survey in June 1991..
 TE1461
 TE1461.The geoid height was determined by GEOID03.
 TE1461
 TE1461.The dynamic height is computed by dividing the NAVD 88
 TE1461.geopotential number by the normal gravity value computed on the
 TE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1461.degrees latitude (g = 980.6199 gals.).
 TE1461
 TE1461.The modeled gravity was interpolated from observed gravity values.
 TE1461
 TE1461;                    North         East    Units  Estimated Accuracy
 TE1461;SPC ND N     -   222,490.      654,990.      MT  (+/- 180 meters Scaled)
 TE1461
 TE1461                          SUPERSEDED SURVEY CONTROL
 TE1461
 TE1461  NGVD 29 (??/??/92)  575.110  (m)         1886.84   (f) ADJ UNCH    2 0
 TE1461
 TE1461.Superseded values are not recommended for survey control.
 TE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1461.See file dsdata.txt to determine how the superseded data were derived.
 TE1461
 TE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV452275(NAD 83)
 TE1461_MARKER: DB = BENCH MARK DISK
 TE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1461_STAMPING: G-67--1934
 TE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1461+STABILITY: SURFACE MOTION
 TE1461
 TE1461  HISTORY     - Date     Condition        Report By
 TE1461  HISTORY     - 1934     MONUMENTED       CGS
 TE1461
 TE1461                          STATION DESCRIPTION
 TE1461
 TE1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1461'4.1 MI NW FROM ST JOHN.
 TE1461'4.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1461'AT SAINT JOHN, ROLETTE COUNTY, 36 FEET NORTHWEST OF MILEPOST 59, ABOUT
 TE1461'158 FEET SOUTHEAST OF THE UNITED STATES-CANADIAN BOUNDARY LINE, ABOUT
 TE1461'50 FEET SOUTHWEST OF THE WEST RAIL, 1.3 FEET NORTHEAST OF THE
 TE1461'RIGHT-OF-WAY FENCE, AND ABOUT 138 FEET SOUTHEAST OF A FENCE CORNER. A
 TE1461'STANDARD DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1461'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0016 ***********************************************************************
 TF0016  DESIGNATION -  G 68
 TF0016  PID         -  TF0016
 TF0016  STATE/COUNTY-  ND/PIERCE
 TF0016  USGS QUAD   -  BARTON (1980)
 TF0016
 TF0016                         *CURRENT SURVEY CONTROL
 TF0016  ___________________________________________________________________
 TF0016* NAD 83(1986)-  48 30 32.     (N)    100 10 55.     (W)     SCALED    
 TF0016* NAVD 88     -       457.803  (meters)    1501.98   (feet)  ADJUSTED  
 TF0016  ___________________________________________________________________
 TF0016  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0016  DYNAMIC HT  -         457.906 (meters)    1502.31  (feet)  COMP
 TF0016  MODELED GRAV-     980,820.5   (mgal)                       NAVD 88
 TF0016
 TF0016  VERT ORDER  -  SECOND    CLASS 0
 TF0016
 TF0016.The horizontal coordinates were scaled from a topographic map and have
 TF0016.an estimated accuracy of +/- 6 seconds.
 TF0016
 TF0016.The orthometric height was determined by differential leveling
 TF0016.and adjusted by the National Geodetic Survey in June 1991..
 TF0016
 TF0016.The geoid height was determined by GEOID03.
 TF0016
 TF0016.The dynamic height is computed by dividing the NAVD 88
 TF0016.geopotential number by the normal gravity value computed on the
 TF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0016.degrees latitude (g = 980.6199 gals.).
 TF0016
 TF0016.The modeled gravity was interpolated from observed gravity values.
 TF0016
 TF0016;                    North         East    Units  Estimated Accuracy
 TF0016;SPC ND N     -   167,810.      623,500.      MT  (+/- 180 meters Scaled)
 TF0016
 TF0016                          SUPERSEDED SURVEY CONTROL
 TF0016
 TF0016  NGVD 29 (??/??/92)  457.437  (m)         1500.77   (f) ADJ UNCH    2 0
 TF0016
 TF0016.Superseded values are not recommended for survey control.
 TF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0016.See file dsdata.txt to determine how the superseded data were derived.
 TF0016
 TF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU127735(NAD 83)
 TF0016_MARKER: DB = BENCH MARK DISK
 TF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0016_STAMPING: G 68 1934
 TF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0016+STABILITY: SURFACE MOTION
 TF0016
 TF0016  HISTORY     - Date     Condition        Report By
 TF0016  HISTORY     - 1934     MONUMENTED       CGS
 TF0016
 TF0016                          STATION DESCRIPTION
 TF0016
 TF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0016'IN BARTON.
 TF0016'AT BARTON, PIERCE COUNTY, ON THE GREAT NORTHERN RAILWAY, 250 YARDS
 TF0016'NORTHWEST OF THE STATION, 45.4 FEET NORTHEAST OF THE NORTHWEST END OF
 TF0016'A SWITCH, AND 1.8 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 TF0016'STANDARD DISK, STAMPED G 68 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0016'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0709 ***********************************************************************
 TG0709  DESIGNATION -  G 7 B 1
 TG0709  PID         -  TG0709
 TG0709  STATE/COUNTY-  ND/MOUNTRAIL
 TG0709  USGS QUAD   -  EPWORTH SE (1981)
 TG0709
 TG0709                         *CURRENT SURVEY CONTROL
 TG0709  ___________________________________________________________________
 TG0709* NAD 83(1986)-  48 03 08.     (N)    102 04 12.     (W)     SCALED    
 TG0709* NAVD 88     -       654.543  (meters)    2147.45   (feet)  ADJUSTED  
 TG0709  ___________________________________________________________________
 TG0709  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG0709  DYNAMIC HT  -         654.638 (meters)    2147.76  (feet)  COMP
 TG0709  MODELED GRAV-     980,734.4   (mgal)                       NAVD 88
 TG0709
 TG0709  VERT ORDER  -  SECOND    CLASS 0
 TG0709
 TG0709.The horizontal coordinates were scaled from a topographic map and have
 TG0709.an estimated accuracy of +/- 6 seconds.
 TG0709
 TG0709.The orthometric height was determined by differential leveling
 TG0709.and adjusted by the National Geodetic Survey in June 1991..
 TG0709
 TG0709.The geoid height was determined by GEOID03.
 TG0709
 TG0709.The dynamic height is computed by dividing the NAVD 88
 TG0709.geopotential number by the normal gravity value computed on the
 TG0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0709.degrees latitude (g = 980.6199 gals.).
 TG0709
 TG0709.The modeled gravity was interpolated from observed gravity values.
 TG0709
 TG0709;                    North         East    Units  Estimated Accuracy
 TG0709;SPC ND N     -   118,180.      482,970.      MT  (+/- 180 meters Scaled)
 TG0709
 TG0709                          SUPERSEDED SURVEY CONTROL
 TG0709
 TG0709  NGVD 29 (??/??/92)  654.11   (m)         2146.0    (f) COMPUTED    2 0
 TG0709
 TG0709.Superseded values are not recommended for survey control.
 TG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0709.See file dsdata.txt to determine how the superseded data were derived.
 TG0709
 TG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP183262(NAD 83)
 TG0709_MARKER: DD = SURVEY DISK
 TG0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0709_SP_SET: PEDESTAL
 TG0709_STAMPING: B 1
 TG0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0709
 TG0709  HISTORY     - Date     Condition        Report By
 TG0709  HISTORY     - UNK      MONUMENTED       DOD
 TG0709  HISTORY     - 1963     GOOD             NGS
 TG0709
 TG0709                          STATION DESCRIPTION
 TG0709
 TG0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0709'7.65 MI NW FROM PLAZA.
 TG0709'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0709'SCHOOL AT PLAZA, THENCE 5.4 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 TG0709'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.15 MILE
 TG0709'EAST ALONG A GRADED COUNTY ROAD, ABOUT 1038 FEET SOUTHEAST OF THE
 TG0709'LAUNCHER, 80 FEET NORTH OF THE CENTERLINE OF THE ROAD, 35.5 FEET NORTH
 TG0709'OF A TELEPHONE POLE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2
 TG0709'X 4 FOOT CONCRETE PEDESTAL WITH TRIBACH, S 24, R 89 W, T 153 N. NOTE--
 TG0709'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0713 ***********************************************************************
 TG0713  DESIGNATION -  G 7 B 2
 TG0713  PID         -  TG0713
 TG0713  STATE/COUNTY-  ND/MOUNTRAIL
 TG0713  USGS QUAD   -  EPWORTH SE (1981)
 TG0713
 TG0713                         *CURRENT SURVEY CONTROL
 TG0713  ___________________________________________________________________
 TG0713* NAD 83(1986)-  48 03 26.     (N)    102 04 44.     (W)     SCALED    
 TG0713* NAVD 88     -       654.508  (meters)    2147.33   (feet)  ADJUSTED  
 TG0713  ___________________________________________________________________
 TG0713  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG0713  DYNAMIC HT  -         654.604 (meters)    2147.65  (feet)  COMP
 TG0713  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 TG0713
 TG0713  VERT ORDER  -  SECOND    CLASS 0
 TG0713
 TG0713.The horizontal coordinates were scaled from a topographic map and have
 TG0713.an estimated accuracy of +/- 6 seconds.
 TG0713
 TG0713.The orthometric height was determined by differential leveling
 TG0713.and adjusted by the National Geodetic Survey in June 1991..
 TG0713
 TG0713.The geoid height was determined by GEOID03.
 TG0713
 TG0713.The dynamic height is computed by dividing the NAVD 88
 TG0713.geopotential number by the normal gravity value computed on the
 TG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0713.degrees latitude (g = 980.6199 gals.).
 TG0713
 TG0713.The modeled gravity was interpolated from observed gravity values.
 TG0713
 TG0713;                    North         East    Units  Estimated Accuracy
 TG0713;SPC ND N     -   118,750.      482,320.      MT  (+/- 180 meters Scaled)
 TG0713
 TG0713                          SUPERSEDED SURVEY CONTROL
 TG0713
 TG0713  NGVD 29 (??/??/92)  654.08   (m)         2145.9    (f) COMPUTED    2 0
 TG0713
 TG0713.Superseded values are not recommended for survey control.
 TG0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0713.See file dsdata.txt to determine how the superseded data were derived.
 TG0713
 TG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP176267(NAD 83)
 TG0713_MARKER: DD = SURVEY DISK
 TG0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0713_SP_SET: PEDESTAL
 TG0713_STAMPING: B 2
 TG0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0713
 TG0713  HISTORY     - Date     Condition        Report By
 TG0713  HISTORY     - UNK      MONUMENTED       DOD
 TG0713  HISTORY     - 1963     GOOD             NGS
 TG0713
 TG0713                          STATION DESCRIPTION
 TG0713
 TG0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0713'7.9 MI NW FROM PLAZA.
 TG0713'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0713'SCHOOL AT PLAZA, THENCE 5.4 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 TG0713'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.4 MILE
 TG0713'NORTHWEST ACROSS A CULTIVATED FIELD, ON THE CREST OF A RIDGE, A 1 1/2
 TG0713'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 23, R 89 W, T 153 N.
 TG0713'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0711 ***********************************************************************
 TG0711  DESIGNATION -  G 7 Z
 TG0711  PID         -  TG0711
 TG0711  STATE/COUNTY-  ND/MOUNTRAIL
 TG0711  USGS QUAD   -  EPWORTH SE (1981)
 TG0711
 TG0711                         *CURRENT SURVEY CONTROL
 TG0711  ___________________________________________________________________
 TG0711* NAD 83(1986)-  48 03 32.     (N)    102 04 02.     (W)     SCALED    
 TG0711* NAVD 88     -       656.519  (meters)    2153.93   (feet)  ADJUSTED  
 TG0711  ___________________________________________________________________
 TG0711  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TG0711  DYNAMIC HT  -         656.615 (meters)    2154.24  (feet)  COMP
 TG0711  MODELED GRAV-     980,734.9   (mgal)                       NAVD 88
 TG0711
 TG0711  VERT ORDER  -  SECOND    CLASS 0
 TG0711
 TG0711.The horizontal coordinates were scaled from a topographic map and have
 TG0711.an estimated accuracy of +/- 6 seconds.
 TG0711
 TG0711.The orthometric height was determined by differential leveling
 TG0711.and adjusted by the National Geodetic Survey in June 1991..
 TG0711
 TG0711.The geoid height was determined by GEOID03.
 TG0711
 TG0711.The dynamic height is computed by dividing the NAVD 88
 TG0711.geopotential number by the normal gravity value computed on the
 TG0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0711.degrees latitude (g = 980.6199 gals.).
 TG0711
 TG0711.The modeled gravity was interpolated from observed gravity values.
 TG0711
 TG0711;                    North         East    Units  Estimated Accuracy
 TG0711;SPC ND N     -   118,920.      483,190.      MT  (+/- 180 meters Scaled)
 TG0711
 TG0711                          SUPERSEDED SURVEY CONTROL
 TG0711
 TG0711  NGVD 29 (??/??/92)  656.09   (m)         2152.5    (f) COMPUTED    2 0
 TG0711
 TG0711.Superseded values are not recommended for survey control.
 TG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0711.See file dsdata.txt to determine how the superseded data were derived.
 TG0711
 TG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP185270(NAD 83)
 TG0711_MARKER: DS = TRIANGULATION STATION DISK
 TG0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0711_STAMPING: G 7 Z 1962
 TG0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0711+STABILITY: SURFACE MOTION
 TG0711
 TG0711  HISTORY     - Date     Condition        Report By
 TG0711  HISTORY     - 1962     MONUMENTED       CGS
 TG0711  HISTORY     - 1963     GOOD             NGS
 TG0711
 TG0711                          STATION DESCRIPTION
 TG0711
 TG0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0711'8.1 MI NW FROM PLAZA.
 TG0711'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0711'SCHOOL AT PLAZA, THENCE 5.4 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 TG0711'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.15 MILE
 TG0711'EAST ALONG A GRADED COUNTY ROAD, THENCE 0.45 MILE NORTH ACROSS A
 TG0711'PASTURE, AT THE CREST OF A SMALL KNOLL, 47.0 FEET EAST OF R.M. 2, 33.0
 TG0711'FEET NORTH OF R.M. 1, 2.0 FEET SOUTH OF AN EAST-WEST FENCE, AND SET IN
 TG0711'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 24, R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0710 ***********************************************************************
 TG0710  DESIGNATION -  G 7 Z RM 1
 TG0710  PID         -  TG0710
 TG0710  STATE/COUNTY-  ND/MOUNTRAIL
 TG0710  USGS QUAD   -  EPWORTH SE (1981)
 TG0710
 TG0710                         *CURRENT SURVEY CONTROL
 TG0710  ___________________________________________________________________
 TG0710* NAD 83(1986)-  48 03 32.     (N)    102 04 02.     (W)     SCALED    
 TG0710* NAVD 88     -       656.257  (meters)    2153.07   (feet)  ADJUSTED  
 TG0710  ___________________________________________________________________
 TG0710  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TG0710  DYNAMIC HT  -         656.352 (meters)    2153.38  (feet)  COMP
 TG0710  MODELED GRAV-     980,734.9   (mgal)                       NAVD 88
 TG0710
 TG0710  VERT ORDER  -  SECOND    CLASS 0
 TG0710
 TG0710.The horizontal coordinates were scaled from a topographic map and have
 TG0710.an estimated accuracy of +/- 6 seconds.
 TG0710
 TG0710.The orthometric height was determined by differential leveling
 TG0710.and adjusted by the National Geodetic Survey in June 1991..
 TG0710
 TG0710.The geoid height was determined by GEOID03.
 TG0710
 TG0710.The dynamic height is computed by dividing the NAVD 88
 TG0710.geopotential number by the normal gravity value computed on the
 TG0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0710.degrees latitude (g = 980.6199 gals.).
 TG0710
 TG0710.The modeled gravity was interpolated from observed gravity values.
 TG0710
 TG0710;                    North         East    Units  Estimated Accuracy
 TG0710;SPC ND N     -   118,920.      483,190.      MT  (+/- 180 meters Scaled)
 TG0710
 TG0710                          SUPERSEDED SURVEY CONTROL
 TG0710
 TG0710  NGVD 29 (??/??/92)  655.83   (m)         2151.7    (f) COMPUTED    2 0
 TG0710
 TG0710.Superseded values are not recommended for survey control.
 TG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0710.See file dsdata.txt to determine how the superseded data were derived.
 TG0710
 TG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP185270(NAD 83)
 TG0710_MARKER: DR = REFERENCE MARK DISK
 TG0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0710_STAMPING: G 7 Z NO 1 1962
 TG0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0710+STABILITY: SURFACE MOTION
 TG0710
 TG0710  HISTORY     - Date     Condition        Report By
 TG0710  HISTORY     - 1962     MONUMENTED       CGS
 TG0710  HISTORY     - 1963     GOOD             NGS
 TG0710
 TG0710                          STATION DESCRIPTION
 TG0710
 TG0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0710'8.1 MI NW FROM PLAZA.
 TG0710'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0710'SCHOOL AT PLAZA, THENCE 5.4 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 TG0710'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.15 MILE
 TG0710'EAST ALONG A GRADED COUNTY ROAD, THENCE 0.45 MILE NORTH ACROSS A
 TG0710'PASTURE, 51.5 FEET SOUTHWEST OF R.M. 2, 33.0 FEET SOUTH OF THE STATION
 TG0710'MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 24,
 TG0710'R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0712 ***********************************************************************
 TG0712  DESIGNATION -  G 7 Z RM 2
 TG0712  PID         -  TG0712
 TG0712  STATE/COUNTY-  ND/MOUNTRAIL
 TG0712  USGS QUAD   -  EPWORTH SE (1981)
 TG0712
 TG0712                         *CURRENT SURVEY CONTROL
 TG0712  ___________________________________________________________________
 TG0712* NAD 83(1986)-  48 03 32.     (N)    102 04 02.     (W)     SCALED    
 TG0712* NAVD 88     -       656.191  (meters)    2152.85   (feet)  ADJUSTED  
 TG0712  ___________________________________________________________________
 TG0712  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TG0712  DYNAMIC HT  -         656.286 (meters)    2153.16  (feet)  COMP
 TG0712  MODELED GRAV-     980,734.9   (mgal)                       NAVD 88
 TG0712
 TG0712  VERT ORDER  -  SECOND    CLASS 0
 TG0712
 TG0712.The horizontal coordinates were scaled from a topographic map and have
 TG0712.an estimated accuracy of +/- 6 seconds.
 TG0712
 TG0712.The orthometric height was determined by differential leveling
 TG0712.and adjusted by the National Geodetic Survey in June 1991..
 TG0712
 TG0712.The geoid height was determined by GEOID03.
 TG0712
 TG0712.The dynamic height is computed by dividing the NAVD 88
 TG0712.geopotential number by the normal gravity value computed on the
 TG0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0712.degrees latitude (g = 980.6199 gals.).
 TG0712
 TG0712.The modeled gravity was interpolated from observed gravity values.
 TG0712
 TG0712;                    North         East    Units  Estimated Accuracy
 TG0712;SPC ND N     -   118,920.      483,190.      MT  (+/- 180 meters Scaled)
 TG0712
 TG0712                          SUPERSEDED SURVEY CONTROL
 TG0712
 TG0712  NGVD 29 (??/??/92)  655.76   (m)         2151.4    (f) COMPUTED    2 0
 TG0712
 TG0712.Superseded values are not recommended for survey control.
 TG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0712.See file dsdata.txt to determine how the superseded data were derived.
 TG0712
 TG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP185270(NAD 83)
 TG0712_MARKER: DR = REFERENCE MARK DISK
 TG0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0712_STAMPING: G 7 Z NO 2 1962
 TG0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0712+STABILITY: SURFACE MOTION
 TG0712
 TG0712  HISTORY     - Date     Condition        Report By
 TG0712  HISTORY     - 1962     MONUMENTED       CGS
 TG0712  HISTORY     - 1963     GOOD             NGS
 TG0712
 TG0712                          STATION DESCRIPTION
 TG0712
 TG0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0712'8.1 MI NW FROM PLAZA.
 TG0712'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0712'SCHOOL AT PLAZA, THENCE 5.4 MILES WEST ALONG A GRAVELED COUNTY ROAD,
 TG0712'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.15 MILE
 TG0712'EAST ALONG A GRADED COUNTY ROAD, THENCE 0.45 MILE NORTH ACROSS A
 TG0712'PASTURE, 57.5 FEET NORTHWEST OF R.M. 1, 47.0 FEET WEST OF R.M. 2, 2.0
 TG0712'FEET SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE
 TG0712'POST PROJECTING 0.4 FOOT, S 24, R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0849 ***********************************************************************
 SM0849  DESIGNATION -  G 70
 SM0849  PID         -  SM0849
 SM0849  STATE/COUNTY-  ND/WELLS
 SM0849  USGS QUAD   -  HURDSFIELD (1978)
 SM0849
 SM0849                         *CURRENT SURVEY CONTROL
 SM0849  ___________________________________________________________________
 SM0849* NAD 83(1986)-  47 26 34.     (N)    099 56 30.     (W)     SCALED    
 SM0849* NAVD 88     -       567.996  (meters)    1863.50   (feet)  ADJUSTED  
 SM0849  ___________________________________________________________________
 SM0849  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SM0849  DYNAMIC HT  -         568.041 (meters)    1863.65  (feet)  COMP
 SM0849  MODELED GRAV-     980,674.6   (mgal)                       NAVD 88
 SM0849
 SM0849  VERT ORDER  -  SECOND    CLASS 0
 SM0849
 SM0849.The horizontal coordinates were scaled from a topographic map and have
 SM0849.an estimated accuracy of +/- 6 seconds.
 SM0849
 SM0849.The orthometric height was determined by differential leveling
 SM0849.and adjusted by the National Geodetic Survey in June 1991..
 SM0849
 SM0849.The geoid height was determined by GEOID03.
 SM0849
 SM0849.The dynamic height is computed by dividing the NAVD 88
 SM0849.geopotential number by the normal gravity value computed on the
 SM0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0849.degrees latitude (g = 980.6199 gals.).
 SM0849
 SM0849.The modeled gravity was interpolated from observed gravity values.
 SM0849
 SM0849;                    North         East    Units  Estimated Accuracy
 SM0849;SPC ND N     -    49,380.      642,110.      MT  (+/- 180 meters Scaled)
 SM0849
 SM0849                          SUPERSEDED SURVEY CONTROL
 SM0849
 SM0849  NGVD 29 (??/??/92)  567.586  (m)         1862.16   (f) ADJ UNCH    2 0
 SM0849
 SM0849.Superseded values are not recommended for survey control.
 SM0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0849.See file dsdata.txt to determine how the superseded data were derived.
 SM0849
 SM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT290548(NAD 83)
 SM0849_MARKER: DB = BENCH MARK DISK
 SM0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0849_STAMPING: G-70 -- 1934
 SM0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0849+STABILITY: SURFACE MOTION
 SM0849
 SM0849  HISTORY     - Date     Condition        Report By
 SM0849  HISTORY     - 1934     MONUMENTED       CGS
 SM0849  HISTORY     - 1960     GOOD             NGS
 SM0849
 SM0849                          STATION DESCRIPTION
 SM0849
 SM0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0849'1 MI W FROM HURDSFIELD.
 SM0849'1 MILES WEST OF ALONG, STATE ROAD 3.  G-70 IS LOCATED 1 MILE WEST OF
 SM0849'HURDSFIELD.  HALF WAY BETWEEN WHERE HIGHWAY TURNS WEST AND WHERE IT
 SM0849'TURNS SOUTH AGAIN.  40 FEET SOUTH OF CENTERLINE OF STATE ROAD 3. IN
 SM0849'LINE WITH POWER LINE POLES.  STANDARD TABLET SET IN CONCRETE POST 2
 SM0849'IN. HIGH.
 SM0849
 SM0849                          STATION RECOVERY (1960)
 SM0849
 SM0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0764 ***********************************************************************
 SM0764  DESIGNATION -  G 72
 SM0764  PID         -  SM0764
 SM0764  STATE/COUNTY-  ND/FOSTER
 SM0764  USGS QUAD   -  BARLOW (1986)
 SM0764
 SM0764                         *CURRENT SURVEY CONTROL
 SM0764  ___________________________________________________________________
 SM0764* NAD 83(1986)-  47 30 02.     (N)    099 08 16.     (W)     SCALED    
 SM0764* NAVD 88     -       476.127  (meters)    1562.09   (feet)  ADJUSTED  
 SM0764  ___________________________________________________________________
 SM0764  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 SM0764  DYNAMIC HT  -         476.176 (meters)    1562.25  (feet)  COMP
 SM0764  MODELED GRAV-     980,699.3   (mgal)                       NAVD 88
 SM0764
 SM0764  VERT ORDER  -  FIRST     CLASS II
 SM0764
 SM0764.The horizontal coordinates were scaled from a topographic map and have
 SM0764.an estimated accuracy of +/- 6 seconds.
 SM0764
 SM0764.The orthometric height was determined by differential leveling
 SM0764.and adjusted by the National Geodetic Survey in June 1991..
 SM0764.WARNING-Repeat measurements at this control monument indicate possible
 SM0764.vertical movement.
 SM0764
 SM0764.The geoid height was determined by GEOID03.
 SM0764
 SM0764.The dynamic height is computed by dividing the NAVD 88
 SM0764.geopotential number by the normal gravity value computed on the
 SM0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0764.degrees latitude (g = 980.6199 gals.).
 SM0764
 SM0764.The modeled gravity was interpolated from observed gravity values.
 SM0764
 SM0764;                    North         East    Units  Estimated Accuracy
 SM0764;SPC ND N     -    56,560.      702,630.      MT  (+/- 180 meters Scaled)
 SM0764
 SM0764                          SUPERSEDED SURVEY CONTROL
 SM0764
 SM0764  NGVD 29 (04/23/90)  475.754  (m)         1560.87   (f) ADJUSTED    1 2
 SM0764
 SM0764.Superseded values are not recommended for survey control.
 SM0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0764.See file dsdata.txt to determine how the superseded data were derived.
 SM0764
 SM0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT896608(NAD 83)
 SM0764_MARKER: DB = BENCH MARK DISK
 SM0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0764_STAMPING: G 72 1934
 SM0764_MARK LOGO: CGS   
 SM0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0764+STABILITY: SURFACE MOTION
 SM0764
 SM0764  HISTORY     - Date     Condition        Report By
 SM0764  HISTORY     - 1934     MONUMENTED       CGS
 SM0764  HISTORY     - 1960     GOOD             NGS
 SM0764  HISTORY     - 1982     GOOD             NGS
 SM0764
 SM0764                          STATION DESCRIPTION
 SM0764
 SM0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0764'3.7 MI N FROM CARRINGTON.
 SM0764'3.7 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM CARRINGTON,
 SM0764'FOSTER COUNTY, ABOUT 275 FEET SOUTH OF THE CENTERLINE OF AN
 SM0764'EAST-AND-WEST ROAD, ABOUT 200 FEET NORTH OF A WATER TANK, 95 FEET
 SM0764'NORTHEAST OF MILEPOST 46, 37 FEET EAST OF THE CENTERLINE OF THE TRACK,
 SM0764'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED G 72 1934
 SM0764'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 SM0764'GROUND.
 SM0764
 SM0764                          STATION RECOVERY (1960)
 SM0764
 SM0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0764'RECOVERED IN GOOD CONDITION.
 SM0764
 SM0764                          STATION RECOVERY (1982)
 SM0764
 SM0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0764'RECOVERED THIS DATE.  NOTE, A WITNESS POST WAS SET AND ADDITIONAL
 SM0764'MEASUREMENTS WERE MADE AT THIS TIME, 3.96 METERS (13.0 FT) SOUTH OF A
 SM0764'TELEPHONE POLE, AND 2.13 METERS (7.0 FT) SOUTHWEST OF A FENCE LINE.
 SM0764'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1256 ***********************************************************************
 TE1256  DESIGNATION -  G 73
 TE1256  PID         -  TE1256
 TE1256  STATE/COUNTY-  ND/BENSON
 TE1256  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1256
 TE1256                         *CURRENT SURVEY CONTROL
 TE1256  ___________________________________________________________________
 TE1256* NAD 83(1986)-  48 05 51.     (N)    099 15 52.     (W)     SCALED    
 TE1256* NAVD 88     -       443.298  (meters)    1454.39   (feet)  ADJUSTED  
 TE1256  ___________________________________________________________________
 TE1256  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE1256  DYNAMIC HT  -         443.366 (meters)    1454.61  (feet)  COMP
 TE1256  MODELED GRAV-     980,753.3   (mgal)                       NAVD 88
 TE1256
 TE1256  VERT ORDER  -  FIRST     CLASS II
 TE1256
 TE1256.The horizontal coordinates were scaled from a topographic map and have
 TE1256.an estimated accuracy of +/- 6 seconds.
 TE1256
 TE1256.The orthometric height was determined by differential leveling
 TE1256.and adjusted by the National Geodetic Survey in June 1991..
 TE1256
 TE1256.The geoid height was determined by GEOID03.
 TE1256
 TE1256.The dynamic height is computed by dividing the NAVD 88
 TE1256.geopotential number by the normal gravity value computed on the
 TE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1256.degrees latitude (g = 980.6199 gals.).
 TE1256
 TE1256.The modeled gravity was interpolated from observed gravity values.
 TE1256
 TE1256;                    North         East    Units  Estimated Accuracy
 TE1256;SPC ND N     -   122,760.      692,020.      MT  (+/- 180 meters Scaled)
 TE1256
 TE1256                          SUPERSEDED SURVEY CONTROL
 TE1256
 TE1256  NGVD 29 (??/??/92)  442.920  (m)         1453.15   (f) ADJ UNCH    1 2
 TE1256
 TE1256.Superseded values are not recommended for survey control.
 TE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1256.See file dsdata.txt to determine how the superseded data were derived.
 TE1256
 TE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU803271(NAD 83)
 TE1256_MARKER: DB = BENCH MARK DISK
 TE1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1256_STAMPING: G 73 1934
 TE1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1256+STABILITY: SURFACE MOTION
 TE1256
 TE1256  HISTORY     - Date     Condition        Report By
 TE1256  HISTORY     - 1934     MONUMENTED       CGS
 TE1256  HISTORY     - 1935     GOOD             NGS
 TE1256  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1256
 TE1256                          STATION DESCRIPTION
 TE1256
 TE1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1256'2 MI NW FROM MINNEWAUKAN.
 TE1256'ABOUT 2 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TE1256'STATION AT MINNEWAUKAN, BENSON COUNTY, IN SECTION 3, T 153 N, R 67 W,
 TE1256'ABOUT 110 FEET NORTH OF MILEPOST 91, ABOUT 225 FEET NORTH OF TRESTLE
 TE1256'90, AT A SECTION-LINE ROAD CROSSING, 15 FEET EAST OF THE CENTERLINE OF
 TE1256'THE ROAD, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 2.3 FEET NORTH
 TE1256'OF A CROSSING SIGN.  A STANDARD DISK, STAMPED G 73 1934 AND SET IN THE
 TE1256'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 TE1256
 TE1256                          STATION RECOVERY (1982)
 TE1256
 TE1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1256'SEARCHED FOR BUT NOT FOUND, RAILROAD TRACKS HAVE BEEN REMOVED, LEVEL
 TE1256'LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0532 ***********************************************************************
 SM0532  DESIGNATION -  G 74
 SM0532  PID         -  SM0532
 SM0532  STATE/COUNTY-  ND/FOSTER
 SM0532  USGS QUAD   -  GLENFIELD (1951)
 SM0532
 SM0532                         *CURRENT SURVEY CONTROL
 SM0532  ___________________________________________________________________
 SM0532* NAD 83(1986)-  47 27 25.     (N)    098 36 22.     (W)     SCALED    
 SM0532* NAVD 88     -       459.012  (meters)    1505.94   (feet)  ADJUSTED  
 SM0532  ___________________________________________________________________
 SM0532  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SM0532  DYNAMIC HT  -         459.065 (meters)    1506.12  (feet)  COMP
 SM0532  MODELED GRAV-     980,713.0   (mgal)                       NAVD 88
 SM0532
 SM0532  VERT ORDER  -  SECOND    CLASS 0
 SM0532
 SM0532.The horizontal coordinates were scaled from a topographic map and have
 SM0532.an estimated accuracy of +/- 6 seconds.
 SM0532
 SM0532.The orthometric height was determined by differential leveling
 SM0532.and adjusted by the National Geodetic Survey in June 1991..
 SM0532
 SM0532.The geoid height was determined by GEOID03.
 SM0532
 SM0532.The dynamic height is computed by dividing the NAVD 88
 SM0532.geopotential number by the normal gravity value computed on the
 SM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0532.degrees latitude (g = 980.6199 gals.).
 SM0532
 SM0532.The modeled gravity was interpolated from observed gravity values.
 SM0532
 SM0532;                    North         East    Units  Estimated Accuracy
 SM0532;SPC ND N     -    52,560.      742,790.      MT  (+/- 180 meters Scaled)
 SM0532
 SM0532                          SUPERSEDED SURVEY CONTROL
 SM0532
 SM0532  NGVD 29 (??/??/92)  458.65   (m)         1504.8    (f) COMPUTED    2 0
 SM0532
 SM0532.Superseded values are not recommended for survey control.
 SM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0532.See file dsdata.txt to determine how the superseded data were derived.
 SM0532
 SM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT296560(NAD 83)
 SM0532_MARKER: DB = BENCH MARK DISK
 SM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0532_STAMPING: G-74 -- 1934
 SM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0532+STABILITY: SURFACE MOTION
 SM0532
 SM0532  HISTORY     - Date     Condition        Report By
 SM0532  HISTORY     - 1934     MONUMENTED       CGS
 SM0532
 SM0532                          STATION DESCRIPTION
 SM0532
 SM0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0532'1.3 MI W FROM GLENFIELD.
 SM0532'1.3 MILES WEST OF STATE HWY. 7 AND G.N. RWY. CROSSING AT GLENFIELD. 41
 SM0532'FEET NORTH OF CENTER OF STATE HWY. 7.  29 FEET EAST OF CENTER OF CROSS
 SM0532'ROAD.  STANDARD TABLET SET IN CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0533 ***********************************************************************
 SM0533  DESIGNATION -  G 74 RESET
 SM0533  PID         -  SM0533
 SM0533  STATE/COUNTY-  ND/FOSTER
 SM0533  USGS QUAD   -  GLENFIELD (1951)
 SM0533
 SM0533                         *CURRENT SURVEY CONTROL
 SM0533  ___________________________________________________________________
 SM0533* NAD 83(1986)-  47 27 25.     (N)    098 36 23.     (W)     SCALED    
 SM0533* NAVD 88     -       458.64   (+/-2cm)    1504.7    (feet)  VERTCON   
 SM0533  ___________________________________________________________________
 SM0533  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SM0533
 SM0533  VERT ORDER  -  THIRD (See Below)
 SM0533
 SM0533.The horizontal coordinates were scaled from a topographic map and have
 SM0533.an estimated accuracy of +/- 6 seconds.
 SM0533
 SM0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0533.The vertical order pertains to the NGVD 29 superseded value.
 SM0533
 SM0533.The geoid height was determined by GEOID03.
 SM0533
 SM0533;                    North         East    Units  Estimated Accuracy
 SM0533;SPC ND N     -    52,560.      742,770.      MT  (+/- 180 meters Scaled)
 SM0533
 SM0533                          SUPERSEDED SURVEY CONTROL
 SM0533
 SM0533  NGVD 29 (??/??/??)  458.27   (m)         1503.5    (f) RESET       3  
 SM0533
 SM0533.Superseded values are not recommended for survey control.
 SM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0533.See file dsdata.txt to determine how the superseded data were derived.
 SM0533
 SM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT296560(NAD 83)
 SM0533_MARKER: DB = BENCH MARK DISK
 SM0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0533_STAMPING: G 74 RESET 1949
 SM0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0533+STABILITY: SURFACE MOTION
 SM0533
 SM0533  HISTORY     - Date     Condition        Report By
 SM0533  HISTORY     - 1949     MONUMENTED       NDHD
 SM0533  HISTORY     - 1960     GOOD             NGS
 SM0533
 SM0533                          STATION DESCRIPTION
 SM0533
 SM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0533'2.0 MI W FROM GLENFIELD.
 SM0533'2.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF STATE
 SM0533'HIGHWAY 20 AT GLENFIELD, FOSTER COUNTY, AT A ROAD INTERSECTION, 116
 SM0533'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET EAST OF A SECTION
 SM0533'CORNER, AND AT A WOODEN POST AT A FENCE CORNER.  A STANDARD DISK,
 SM0533'STAMPED G 74 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0533'MARK IS 16 FEET NORTHWEST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0834 ***********************************************************************
 SM0834  DESIGNATION -  G 75
 SM0834  PID         -  SM0834
 SM0834  STATE/COUNTY-  ND/WELLS
 SM0834  USGS QUAD   -  HEATON (1986)
 SM0834
 SM0834                         *CURRENT SURVEY CONTROL
 SM0834  ___________________________________________________________________
 SM0834* NAD 83(1986)-  47 28 50.     (N)    099 35 11.     (W)     SCALED    
 SM0834* NAVD 88     -       526.793  (meters)    1728.32   (feet)  ADJUSTED  
 SM0834  ___________________________________________________________________
 SM0834  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 SM0834  DYNAMIC HT  -         526.850 (meters)    1728.51  (feet)  COMP
 SM0834  MODELED GRAV-     980,703.9   (mgal)                       NAVD 88
 SM0834
 SM0834  VERT ORDER  -  SECOND    CLASS 0
 SM0834
 SM0834.The horizontal coordinates were scaled from a topographic map and have
 SM0834.an estimated accuracy of +/- 6 seconds.
 SM0834
 SM0834.The orthometric height was determined by differential leveling
 SM0834.and adjusted by the National Geodetic Survey in June 1991..
 SM0834
 SM0834.The geoid height was determined by GEOID03.
 SM0834
 SM0834.The dynamic height is computed by dividing the NAVD 88
 SM0834.geopotential number by the normal gravity value computed on the
 SM0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0834.degrees latitude (g = 980.6199 gals.).
 SM0834
 SM0834.The modeled gravity was interpolated from observed gravity values.
 SM0834
 SM0834;                    North         East    Units  Estimated Accuracy
 SM0834;SPC ND N     -    53,840.      668,860.      MT  (+/- 180 meters Scaled)
 SM0834
 SM0834                          SUPERSEDED SURVEY CONTROL
 SM0834
 SM0834  NGVD 29 (??/??/92)  526.394  (m)         1727.01   (f) ADJ UNCH    2 0
 SM0834
 SM0834.Superseded values are not recommended for survey control.
 SM0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0834.See file dsdata.txt to determine how the superseded data were derived.
 SM0834
 SM0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT558587(NAD 83)
 SM0834_MARKER: DB = BENCH MARK DISK
 SM0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0834_STAMPING: G 75 1934
 SM0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0834+STABILITY: SURFACE MOTION
 SM0834
 SM0834  HISTORY     - Date     Condition        Report By
 SM0834  HISTORY     - 1934     MONUMENTED       CGS
 SM0834  HISTORY     - 1960     GOOD             NGS
 SM0834
 SM0834                          STATION DESCRIPTION
 SM0834
 SM0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0834'1.8 MI W FROM HEATON.
 SM0834'1.8 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0834'HEATON, WELLS COUNTY, AT A ROAD CROSSING, 55 FEET WEST OF THE
 SM0834'CENTERLINE OF THE ROAD, 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 SM0834'TRACK, 40.3 FEET NORTH OF A CATTLE GUARD, AND 4 FEET NORTH OF A POLE.
 SM0834'A STANDARD DISK, STAMPED G 75 1934 AND SET IN THE TOP OF A CONCRETE
 SM0834'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0084 ***********************************************************************
 SN0084  DESIGNATION -  G 76
 SN0084  PID         -  SN0084
 SN0084  STATE/COUNTY-  ND/SHERIDAN
 SN0084  USGS QUAD   -  PICKARDVILLE (1980)
 SN0084
 SN0084                         *CURRENT SURVEY CONTROL
 SN0084  ___________________________________________________________________
 SN0084* NAD 83(1986)-  47 28 47.     (N)    100 30 09.     (W)     SCALED    
 SN0084* NAVD 88     -       582.126  (meters)    1909.86   (feet)  ADJUSTED  
 SN0084  ___________________________________________________________________
 SN0084  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0084  DYNAMIC HT  -         582.174 (meters)    1910.02  (feet)  COMP
 SN0084  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 SN0084
 SN0084  VERT ORDER  -  SECOND    CLASS 0
 SN0084
 SN0084.The horizontal coordinates were scaled from a topographic map and have
 SN0084.an estimated accuracy of +/- 6 seconds.
 SN0084
 SN0084.The orthometric height was determined by differential leveling
 SN0084.and adjusted by the National Geodetic Survey in June 1991..
 SN0084
 SN0084.The geoid height was determined by GEOID03.
 SN0084
 SN0084.The dynamic height is computed by dividing the NAVD 88
 SN0084.geopotential number by the normal gravity value computed on the
 SN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0084.degrees latitude (g = 980.6199 gals.).
 SN0084
 SN0084.The modeled gravity was interpolated from observed gravity values.
 SN0084
 SN0084;                    North         East    Units  Estimated Accuracy
 SN0084;SPC ND N     -    53,340.      599,810.      MT  (+/- 180 meters Scaled)
 SN0084
 SN0084                          SUPERSEDED SURVEY CONTROL
 SN0084
 SN0084  NGVD 29 (??/??/92)  581.73   (m)         1908.6    (f) COMPUTED    2 0
 SN0084
 SN0084.Superseded values are not recommended for survey control.
 SN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0084.See file dsdata.txt to determine how the superseded data were derived.
 SN0084
 SN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT867595(NAD 83)
 SN0084_MARKER: DB = BENCH MARK DISK
 SN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0084_STAMPING: G 76 1934
 SN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0084+STABILITY: SURFACE MOTION
 SN0084
 SN0084  HISTORY     - Date     Condition        Report By
 SN0084  HISTORY     - 1934     MONUMENTED       CGS
 SN0084  HISTORY     - 1958     GOOD             NGS
 SN0084
 SN0084                          STATION DESCRIPTION
 SN0084
 SN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0084'2.7 MI W FROM MCCLUSKY.
 SN0084'2.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0084'MCCLUSKEY, SHERIDAN COUNTY, AT A ROAD CROSSING, 34 FEET WEST OF THE
 SN0084'CENTERLINE OF THE ROAD, 19.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 SN0084'TRACK, AND 23 FEET SOUTHEAST OF THE CROSSING SIGN.  A STANDARD DISK,
 SN0084'STAMPED G 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SN0084'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0488 ***********************************************************************
 TG0488  DESIGNATION -  G 77
 TG0488  PID         -  TG0488
 TG0488  STATE/COUNTY-  ND/MOUNTRAIL
 TG0488  USGS QUAD   -  STANLEY SE (1981)
 TG0488
 TG0488                         *CURRENT SURVEY CONTROL
 TG0488  ___________________________________________________________________
 TG0488* NAD 83(1996)-  48 16 13.02041(N)    102 22 30.89356(W)     ADJUSTED  
 TG0488* NAVD 88     -       686.614  (meters)    2252.67   (feet)  ADJUSTED  
 TG0488  ___________________________________________________________________
 TG0488  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 TG0488  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG0488  DYNAMIC HT  -         686.718 (meters)    2253.01  (feet)  COMP
 TG0488  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 TG0488
 TG0488  HORZ ORDER  -  SECOND
 TG0488  VERT ORDER  -  SECOND    CLASS 0
 TG0488
 TG0488.The horizontal coordinates were established by classical geodetic methods
 TG0488.and adjusted by the National Geodetic Survey in January 1998..
 TG0488
 TG0488.The orthometric height was determined by differential leveling
 TG0488.and adjusted by the National Geodetic Survey in June 1991..
 TG0488
 TG0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0488
 TG0488.The geoid height was determined by GEOID03.
 TG0488
 TG0488.The dynamic height is computed by dividing the NAVD 88
 TG0488.geopotential number by the normal gravity value computed on the
 TG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0488.degrees latitude (g = 980.6199 gals.).
 TG0488
 TG0488.The modeled gravity was interpolated from observed gravity values.
 TG0488
 TG0488;                    North         East     Units Scale Factor Converg.
 TG0488;SPC ND N     -   142,927.343   460,813.434   MT  0.99994108   -1 23 43.6
 TG0488;SPC ND N     -   468,921.73  1,511,855.10   iFT  0.99994108   -1 23 43.6
 TG0488;UTM  13      - 5,349,672.194   694,762.088   MT  1.00006609   +1 57 34.0
 TG0488
 TG0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0488!SPC ND N     -   0.99989526  x   0.99994108  =   0.99983635
 TG0488!UTM  13      -   0.99989526  x   1.00006609  =   0.99996134
 TG0488
 TG0488                          SUPERSEDED SURVEY CONTROL
 TG0488
 TG0488  NAD 83(1986)-  48 16 13.02089(N)    102 22 30.88879(W) AD(       ) 2
 TG0488  NAD 27      -  48 16 12.95860(N)    102 22 29.26450(W) AD(       ) 2
 TG0488  NGVD 29 (??/??/92)  686.16   (m)         2251.2    (f) COMPUTED    2 0
 TG0488
 TG0488.Superseded values are not recommended for survey control.
 TG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0488.See file dsdata.txt to determine how the superseded data were derived.
 TG0488
 TG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9476249672(NAD 83)
 TG0488_MARKER: DB = BENCH MARK DISK
 TG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0488_STAMPING: G-77-- 1934
 TG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0488+STABILITY: SURFACE MOTION
 TG0488
 TG0488  HISTORY     - Date     Condition        Report By
 TG0488  HISTORY     - 1934     MONUMENTED       CGS
 TG0488  HISTORY     - 1946     GOOD             CGS
 TG0488
 TG0488                          STATION DESCRIPTION
 TG0488
 TG0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0488'4.2 MI S FROM STANLEY.
 TG0488'4.2 MILES SOUTH OF, ALONG STATE HY. NO.8 4.2 MILES SOUTH OF THE COUNTY
 TG0488'COURT HOUSE AT STANLEY.  381 FT. NORTH OF CENTERLINE OF A SECTION ROAD
 TG0488'THAT CROSSES HIGHWAY.  281 FT. NORTH OF CENTERLINE OF WEST CONCRETE
 TG0488'HEADWALL OF AN 18 IN. CORRUGATED IRON PIPE CULVERT UNDER HY. 29 FT.
 TG0488'WEST OF CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE
 TG0488'POST 6 IN. HIGH.
 TG0488
 TG0488                          STATION RECOVERY (1946)
 TG0488
 TG0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 TG0488'STATION SHACK IS LOCATED ABOUT 3 MILES SOUTHEAST OF STANLEY ON
 TG0488'THE EAST SIDE OF STATE HIGHWAY NO. 8.
 TG0488'
 TG0488'THE U.S.C. AND G.S.B.M., G-77, 1934.
 TG0488'MARK IS A STANDARD DISK IN THE TOP OF A PRE-CAST POST AND IS
 TG0488'73.41 FEET WEST OF STATION SHACK, 77 FEET WEST OF THE APPROXIMATE
 TG0488'CENTER LINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A WITNESS POST.
 TG0488'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED G 77
 TG0488'1934.
 TG0488'
 TG0488'TO REACH STATION SHACK FROM STANLEY, GO EAST FROM THE JUNCTION
 TG0488'OF MAIN STREET AND THE HIGHWAY ON THE SOUTH SIDE OF TOWN ON
 TG0488'STATE HIGHWAY NO. 8 FOR 0.8 MILE.  THERE TURN RIGHT AND FOLLOW
 TG0488'THE HIGHWAY SOUTH 2.8 MILES TO STATION SHACK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0489 ***********************************************************************
 TG0489  DESIGNATION -  G 77 RESET
 TG0489  PID         -  TG0489
 TG0489  STATE/COUNTY-  ND/MOUNTRAIL
 TG0489  USGS QUAD   -  STANLEY SE (1981)
 TG0489
 TG0489                         *CURRENT SURVEY CONTROL
 TG0489  ___________________________________________________________________
 TG0489* NAD 83(1986)-  48 16 13.     (N)    102 22 29.     (W)     SCALED    
 TG0489* NAVD 88     -       687.096  (meters)    2254.25   (feet)  ADJUSTED  
 TG0489  ___________________________________________________________________
 TG0489  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG0489  DYNAMIC HT  -         687.200 (meters)    2254.59  (feet)  COMP
 TG0489  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 TG0489
 TG0489  VERT ORDER  -  SECOND    CLASS 0
 TG0489
 TG0489.The horizontal coordinates were scaled from a topographic map and have
 TG0489.an estimated accuracy of +/- 6 seconds.
 TG0489
 TG0489.The orthometric height was determined by differential leveling
 TG0489.and adjusted by the National Geodetic Survey in June 1991..
 TG0489
 TG0489.The geoid height was determined by GEOID03.
 TG0489
 TG0489.The dynamic height is computed by dividing the NAVD 88
 TG0489.geopotential number by the normal gravity value computed on the
 TG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0489.degrees latitude (g = 980.6199 gals.).
 TG0489
 TG0489.The modeled gravity was interpolated from observed gravity values.
 TG0489
 TG0489;                    North         East    Units  Estimated Accuracy
 TG0489;SPC ND N     -   142,930.      460,850.      MT  (+/- 180 meters Scaled)
 TG0489
 TG0489                          SUPERSEDED SURVEY CONTROL
 TG0489
 TG0489  NGVD 29 (??/??/92)  686.627  (m)         2252.71   (f) ADJ UNCH    2 0
 TG0489
 TG0489.Superseded values are not recommended for survey control.
 TG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0489.See file dsdata.txt to determine how the superseded data were derived.
 TG0489
 TG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP948496(NAD 83)
 TG0489_MARKER: DB = BENCH MARK DISK
 TG0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0489_STAMPING: G 77 RESET 1955
 TG0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0489+STABILITY: SURFACE MOTION
 TG0489
 TG0489  HISTORY     - Date     Condition        Report By
 TG0489  HISTORY     - 1955     MONUMENTED       CGS
 TG0489  HISTORY     - 1963     GOOD             NGS
 TG0489
 TG0489                          STATION DESCRIPTION
 TG0489
 TG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0489'3.6 MI SE FROM STANLEY.
 TG0489'ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0489'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, ABOUT 130 YARDS NORTHEAST OF
 TG0489'THE CENTER OF A GRAVELED ROAD INTERSECTION, 96.5 FEET EAST OF THE
 TG0489'CENTERLINE OF THE HIGHWAY, 61.5 FEET NORTH OF A TELEPHONE POLE, 24.5
 TG0489'FEET NORTHWEST OF A FENCE CORNER, 3.3 FEET NORTHWEST OF THE
 TG0489'TRIANGULATION STATION SHACK 2 1955, 2.0 FEET WEST OF A METAL WITNESS
 TG0489'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TG0489'OF A CONCRETE POST LEVEL WITH THE GROUND, S 3, R 91 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1794 ***********************************************************************
 TG1794  DESIGNATION -  G 77 RESET
 TG1794  PID         -  TG1794
 TG1794  STATE/COUNTY-  ND/MOUNTRAIL
 TG1794  USGS QUAD   -  STANLEY SE (1981)
 TG1794
 TG1794                         *CURRENT SURVEY CONTROL
 TG1794  ___________________________________________________________________
 TG1794* NAD 83(1996)-  48 16 13.23340(N)    102 22 29.02946(W)     ADJUSTED  
 TG1794* NAVD 88     -       687.10   (+/-2cm)    2254.3    (feet)  VERTCON   
 TG1794  ___________________________________________________________________
 TG1794  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 TG1794  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG1794
 TG1794  HORZ ORDER  -  SECOND
 TG1794  VERT ORDER  -  THIRD ? (See Below)
 TG1794
 TG1794.The horizontal coordinates were established by classical geodetic methods
 TG1794.and adjusted by the National Geodetic Survey in January 1998..
 TG1794
 TG1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1794.The vertical order pertains to the NGVD 29 superseded value.
 TG1794
 TG1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1794
 TG1794.The geoid height was determined by GEOID03.
 TG1794
 TG1794;                    North         East     Units Scale Factor Converg.
 TG1794;SPC ND N     -   142,932.984   460,852.020   MT  0.99994108   -1 23 42.2
 TG1794;SPC ND N     -   468,940.24  1,511,981.69   iFT  0.99994108   -1 23 42.2
 TG1794;UTM  13      - 5,349,680.084   694,800.282   MT  1.00006627   +1 57 35.4
 TG1794
 TG1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1794!SPC ND N     -   0.99989518  x   0.99994108  =   0.99983627
 TG1794!UTM  13      -   0.99989518  x   1.00006627  =   0.99996145
 TG1794
 TG1794                          SUPERSEDED SURVEY CONTROL
 TG1794
 TG1794  NAD 83(1986)-  48 16 13.23388(N)    102 22 29.02470(W) AD(       ) 2
 TG1794  NAD 27      -  48 16 13.17150(N)    102 22 27.40040(W) AD(       ) 2
 TG1794  NGVD 29 (07/19/86)  686.63   (m)         2252.7    (f) LEVELING    3  
 TG1794
 TG1794.Superseded values are not recommended for survey control.
 TG1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1794.See file dsdata.txt to determine how the superseded data were derived.
 TG1794
 TG1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9480049680(NAD 83)
 TG1794_MARKER: DB = BENCH MARK DISK
 TG1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1794
 TG1794  HISTORY     - Date     Condition        Report By
 TG1794  HISTORY     - 1963     MONUMENTED       CGS
 TG1794
 TG1794                          STATION DESCRIPTION
 TG1794
 TG1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG1794'STATION SHACK 2 IS LOCATED ABOUT 9-1/2 MILES WEST-NORTHWEST OF
 TG1794'SHELL LAKE, 7-1/4 MILES SOUTHWEST OF PALERMO, AND 3 MILES
 TG1794'SOUTH-SOUTHEAST OF STANLEY.  IT IS ON THE EAST SIDE RIGHT-OF-WAY
 TG1794'OF STATE HIGHWAY 8 JUST WEST OF AN OLD ABANDONED HOUSE.
 TG1794'
 TG1794'COAST AND GEODETIC SURVEY BENCH MARK G 77 IS A STANDARD BENCH
 TG1794'MARK DISK STAMPED G 77 RESET 1955 CEMENTED IN THE TOP OF A 4-INCH
 TG1794'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 2.1 FEET WEST
 TG1794'OF THE WITNESS POST AT THE STATION MARK.
 TG1794'
 TG1794'TO REACH THE STATION FROM THE POST OFFICE IN STANLEY GO WEST
 TG1794'1/2 BLOCK TO THE MAIN STREET (STATE HIGHWAY 8, U.S. HIGHWAY 2).
 TG1794'TURN LEFT AND GO SOUTH 0.4 MILE TO A CROSS STREET WHERE STATE
 TG1794'HIGHWAY 8 TURNS LEFT.  TURN LEFT AND FOLLOW STATE HIGHWAY 8 EAST
 TG1794'THEN SOUTH FOR 3.0 MILES TO SHACK 2 AZIMUTH MARK ON THE LEFT.
 TG1794'CONTINUE SOUTH 0.5 MILE TO STATION SHACK 2 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0348 ***********************************************************************
 SO0348  DESIGNATION -  G 79
 SO0348  PID         -  SO0348
 SO0348  STATE/COUNTY-  ND/DUNN
 SO0348  USGS QUAD   -  HALLIDAY NE (1982)
 SO0348
 SO0348                         *CURRENT SURVEY CONTROL
 SO0348  ___________________________________________________________________
 SO0348* NAD 83(1986)-  47 27 22.     (N)    102 17 27.     (W)     SCALED    
 SO0348* NAVD 88     -       605.621  (meters)    1986.94   (feet)  ADJUSTED  
 SO0348  ___________________________________________________________________
 SO0348  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SO0348  DYNAMIC HT  -         605.670 (meters)    1987.10  (feet)  COMP
 SO0348  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 SO0348
 SO0348  VERT ORDER  -  SECOND    CLASS 0
 SO0348
 SO0348.The horizontal coordinates were scaled from a topographic map and have
 SO0348.an estimated accuracy of +/- 6 seconds.
 SO0348
 SO0348.The orthometric height was determined by differential leveling
 SO0348.and adjusted by the National Geodetic Survey in June 1991..
 SO0348
 SO0348.The geoid height was determined by GEOID03.
 SO0348
 SO0348.The dynamic height is computed by dividing the NAVD 88
 SO0348.geopotential number by the normal gravity value computed on the
 SO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0348.degrees latitude (g = 980.6199 gals.).
 SO0348
 SO0348.The modeled gravity was interpolated from observed gravity values.
 SO0348
 SO0348;                    North         East    Units  Estimated Accuracy
 SO0348;SPC ND S     -   200,460.      464,970.      MT  (+/- 180 meters Scaled)
 SO0348
 SO0348                          SUPERSEDED SURVEY CONTROL
 SO0348
 SO0348  NGVD 29 (??/??/92)  605.204  (m)         1985.57   (f) ADJ UNCH    2 0
 SO0348
 SO0348.Superseded values are not recommended for survey control.
 SO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0348.See file dsdata.txt to determine how the superseded data were derived.
 SO0348
 SO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN042594(NAD 83)
 SO0348_MARKER: DB = BENCH MARK DISK
 SO0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0348_STAMPING: G 79 1934
 SO0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0348+STABILITY: SURFACE MOTION
 SO0348
 SO0348  HISTORY     - Date     Condition        Report By
 SO0348  HISTORY     - 1934     MONUMENTED       CGS
 SO0348  HISTORY     - 1948     GOOD             NGS
 SO0348  HISTORY     - 1970     GOOD             NGS
 SO0348
 SO0348                          STATION DESCRIPTION
 SO0348
 SO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SO0348'8.3 MI NE FROM HALLIDAY.
 SO0348'8.3 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE
 SO0348'NORTHERN PACIFIC RAILROAD AT HALLIDAY, 0.8 MILE NORTHEAST OF A SMALL
 SO0348'FRAME SCHOOLHOUSE, ON TOP OF A RISE, 125.8 FEET NORTH OF THE NORTH END
 SO0348'OF A 24-INCH CORRUGATED IRON CULVERT AT AN ENTRANCE TO A FIELD, 38.0
 SO0348'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET EAST OF A FENCE,
 SO0348'1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 SO0348'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS SOLID,
 SO0348'BUT SOME OF THE CONCRETE IS WEARING AWAY FROM THE TOP OF THE MARK.
 SO0348
 SO0348                          STATION RECOVERY (1970)
 SO0348
 SO0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SO0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1320 ***********************************************************************
 TG1320  DESIGNATION -  G 8
 TG1320  PID         -  TG1320
 TG1320  STATE/COUNTY-  ND/WILLIAMS
 TG1320  USGS QUAD   -  WILLISTON EAST (1976)
 TG1320
 TG1320                         *CURRENT SURVEY CONTROL
 TG1320  ___________________________________________________________________
 TG1320* NAD 83(1986)-  48 08 34.     (N)    103 37 17.     (W)     SCALED    
 TG1320* NAVD 88     -       568.708  (meters)    1865.84   (feet)  ADJUSTED  
 TG1320  ___________________________________________________________________
 TG1320  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1320  DYNAMIC HT  -         568.786 (meters)    1866.09  (feet)  COMP
 TG1320  MODELED GRAV-     980,729.4   (mgal)                       NAVD 88
 TG1320
 TG1320  VERT ORDER  -  FIRST     CLASS II
 TG1320
 TG1320.The horizontal coordinates were scaled from a topographic map and have
 TG1320.an estimated accuracy of +/- 6 seconds.
 TG1320
 TG1320.The orthometric height was determined by differential leveling
 TG1320.and adjusted by the National Geodetic Survey in June 1991..
 TG1320
 TG1320.The geoid height was determined by GEOID03.
 TG1320
 TG1320.The dynamic height is computed by dividing the NAVD 88
 TG1320.geopotential number by the normal gravity value computed on the
 TG1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1320.degrees latitude (g = 980.6199 gals.).
 TG1320
 TG1320.The modeled gravity was interpolated from observed gravity values.
 TG1320
 TG1320;                    North         East    Units  Estimated Accuracy
 TG1320;SPC ND N     -   131,760.      367,790.      MT  (+/- 180 meters Scaled)
 TG1320
 TG1320                          SUPERSEDED SURVEY CONTROL
 TG1320
 TG1320  NGVD 29 (??/??/92)  568.218  (m)         1864.23   (f) ADJ UNCH    1 2
 TG1320
 TG1320.Superseded values are not recommended for survey control.
 TG1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1320.See file dsdata.txt to determine how the superseded data were derived.
 TG1320
 TG1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP025330(NAD 83)
 TG1320_MARKER: DB = BENCH MARK DISK
 TG1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1320_SP_SET: BUILDING
 TG1320_STAMPING: ELEV 1864.229 FT G 8
 TG1320_MARK LOGO: CGS   
 TG1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1320
 TG1320  HISTORY     - Date     Condition        Report By
 TG1320  HISTORY     - UNK      MONUMENTED       CGS
 TG1320  HISTORY     - 1965     GOOD             NGS
 TG1320  HISTORY     - 1981     GOOD             NGS
 TG1320
 TG1320                          STATION DESCRIPTION
 TG1320
 TG1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TG1320'IN WILLISTON.
 TG1320'AT WILLISTON, WILLIAMS COUNTY, ON THE GREAT NORTHERN RAILWAY, IN THE
 TG1320'FRONT (SOUTH) WALL OF THE STATION, 5 FEET WEST OF THE WEST DOOR ON THE
 TG1320'SOUTH SIDE OF THE BUILDING, 10.8 FEET EAST OF THE SOUTHWEST CORNER OF
 TG1320'THE FREIGHT DEPOT, 35 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK,
 TG1320'AND 3.5 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED ELEV
 TG1320'1864.229 FT G 8 AND SET VERTICALLY.
 TG1320
 TG1320                          STATION RECOVERY (1981)
 TG1320
 TG1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0747 ***********************************************************************
 TG0747  DESIGNATION -  G 8 B 1
 TG0747  PID         -  TG0747
 TG0747  STATE/COUNTY-  ND/MOUNTRAIL
 TG0747  USGS QUAD   -  SHELL LAKE (1981)
 TG0747
 TG0747                         *CURRENT SURVEY CONTROL
 TG0747  ___________________________________________________________________
 TG0747* NAD 83(1986)-  48 07 33.     (N)    102 04 31.     (W)     SCALED    
 TG0747* NAVD 88     -       646.089  (meters)    2119.71   (feet)  ADJUSTED  
 TG0747  ___________________________________________________________________
 TG0747  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 TG0747  DYNAMIC HT  -         646.186 (meters)    2120.03  (feet)  COMP
 TG0747  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 TG0747
 TG0747  VERT ORDER  -  SECOND    CLASS 0
 TG0747
 TG0747.The horizontal coordinates were scaled from a topographic map and have
 TG0747.an estimated accuracy of +/- 6 seconds.
 TG0747
 TG0747.The orthometric height was determined by differential leveling
 TG0747.and adjusted by the National Geodetic Survey in June 1991..
 TG0747
 TG0747.The geoid height was determined by GEOID03.
 TG0747
 TG0747.The dynamic height is computed by dividing the NAVD 88
 TG0747.geopotential number by the normal gravity value computed on the
 TG0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0747.degrees latitude (g = 980.6199 gals.).
 TG0747
 TG0747.The modeled gravity was interpolated from observed gravity values.
 TG0747
 TG0747;                    North         East    Units  Estimated Accuracy
 TG0747;SPC ND N     -   126,370.      482,750.      MT  (+/- 180 meters Scaled)
 TG0747
 TG0747                          SUPERSEDED SURVEY CONTROL
 TG0747
 TG0747  NGVD 29 (??/??/92)  645.65   (m)         2118.3    (f) COMPUTED    2 0
 TG0747
 TG0747.Superseded values are not recommended for survey control.
 TG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0747.See file dsdata.txt to determine how the superseded data were derived.
 TG0747
 TG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP176344(NAD 83)
 TG0747_MARKER: DD = SURVEY DISK
 TG0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0747_SP_SET: PEDESTAL
 TG0747_STAMPING: B 1
 TG0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0747
 TG0747  HISTORY     - Date     Condition        Report By
 TG0747  HISTORY     - UNK      MONUMENTED       DOD
 TG0747  HISTORY     - 1963     GOOD             NGS
 TG0747
 TG0747                          STATION DESCRIPTION
 TG0747
 TG0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0747'12.65 MI NE FROM PLAZA.
 TG0747'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0747'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0747'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TG0747'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.15 MILE NORTHWEST ACROSS A
 TG0747'FARMYARD, 58.0 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, A 1 1/2 X
 TG0747'4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 25, R 89 W, T 154 N. NOTE--
 TG0747'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0746 ***********************************************************************
 TG0746  DESIGNATION -  G 8 B 2
 TG0746  PID         -  TG0746
 TG0746  STATE/COUNTY-  ND/MOUNTRAIL
 TG0746  USGS QUAD   -  EPWORTH SE (1981)
 TG0746
 TG0746                         *CURRENT SURVEY CONTROL
 TG0746  ___________________________________________________________________
 TG0746* NAD 83(1986)-  48 07 15.     (N)    102 04 08.     (W)     SCALED    
 TG0746* NAVD 88     -       644.846  (meters)    2115.63   (feet)  ADJUSTED  
 TG0746  ___________________________________________________________________
 TG0746  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0746  DYNAMIC HT  -         644.943 (meters)    2115.95  (feet)  COMP
 TG0746  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TG0746
 TG0746  VERT ORDER  -  SECOND    CLASS 0
 TG0746
 TG0746.The horizontal coordinates were scaled from a topographic map and have
 TG0746.an estimated accuracy of +/- 6 seconds.
 TG0746
 TG0746.The orthometric height was determined by differential leveling
 TG0746.and adjusted by the National Geodetic Survey in June 1991..
 TG0746
 TG0746.The geoid height was determined by GEOID03.
 TG0746
 TG0746.The dynamic height is computed by dividing the NAVD 88
 TG0746.geopotential number by the normal gravity value computed on the
 TG0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0746.degrees latitude (g = 980.6199 gals.).
 TG0746
 TG0746.The modeled gravity was interpolated from observed gravity values.
 TG0746
 TG0746;                    North         East    Units  Estimated Accuracy
 TG0746;SPC ND N     -   125,810.      483,210.      MT  (+/- 180 meters Scaled)
 TG0746
 TG0746                          SUPERSEDED SURVEY CONTROL
 TG0746
 TG0746  NGVD 29 (??/??/92)  644.41   (m)         2114.2    (f) COMPUTED    2 0
 TG0746
 TG0746.Superseded values are not recommended for survey control.
 TG0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0746.See file dsdata.txt to determine how the superseded data were derived.
 TG0746
 TG0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP181338(NAD 83)
 TG0746_MARKER: DD = SURVEY DISK
 TG0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0746_SP_SET: PEDESTAL
 TG0746_STAMPING: B 2
 TG0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0746
 TG0746  HISTORY     - Date     Condition        Report By
 TG0746  HISTORY     - UNK      MONUMENTED       DOD
 TG0746  HISTORY     - 1963     GOOD             NGS
 TG0746
 TG0746                          STATION DESCRIPTION
 TG0746
 TG0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0746'12.75 MI NW FROM PLAZA.
 TG0746'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0746'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0746'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TG0746'WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.25 MILE SOUTHEAST ACROSS A
 TG0746'CULTIVATED FIELD, ABOUT 367 YARDS SOUTHEAST OF THE LAUNCHER, ABOUT 267
 TG0746'YARDS SOUTH OF AN EAST-WEST ROAD, ABOUT 233 YARDS EAST OF A
 TG0746'NORTH-SOUTH ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S
 TG0746'36, R 89 W, T 154 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0744 ***********************************************************************
 TG0744  DESIGNATION -  G 8 Z
 TG0744  PID         -  TG0744
 TG0744  STATE/COUNTY-  ND/MOUNTRAIL
 TG0744  USGS QUAD   -  EPWORTH SE (1981)
 TG0744
 TG0744                         *CURRENT SURVEY CONTROL
 TG0744  ___________________________________________________________________
 TG0744* NAD 83(1986)-  48 07 29.     (N)    102 03 51.     (W)     SCALED    
 TG0744* NAVD 88     -       649.476  (meters)    2130.82   (feet)  ADJUSTED  
 TG0744  ___________________________________________________________________
 TG0744  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG0744  DYNAMIC HT  -         649.574 (meters)    2131.14  (feet)  COMP
 TG0744  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TG0744
 TG0744  VERT ORDER  -  SECOND    CLASS 0
 TG0744
 TG0744.The horizontal coordinates were scaled from a topographic map and have
 TG0744.an estimated accuracy of +/- 6 seconds.
 TG0744
 TG0744.The orthometric height was determined by differential leveling
 TG0744.and adjusted by the National Geodetic Survey in June 1991..
 TG0744
 TG0744.The geoid height was determined by GEOID03.
 TG0744
 TG0744.The dynamic height is computed by dividing the NAVD 88
 TG0744.geopotential number by the normal gravity value computed on the
 TG0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0744.degrees latitude (g = 980.6199 gals.).
 TG0744
 TG0744.The modeled gravity was interpolated from observed gravity values.
 TG0744
 TG0744;                    North         East    Units  Estimated Accuracy
 TG0744;SPC ND N     -   126,230.      483,570.      MT  (+/- 180 meters Scaled)
 TG0744
 TG0744                          SUPERSEDED SURVEY CONTROL
 TG0744
 TG0744  NGVD 29 (??/??/92)  649.04   (m)         2129.4    (f) COMPUTED    2 0
 TG0744
 TG0744.Superseded values are not recommended for survey control.
 TG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0744.See file dsdata.txt to determine how the superseded data were derived.
 TG0744
 TG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP184343(NAD 83)
 TG0744_MARKER: DS = TRIANGULATION STATION DISK
 TG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0744_STAMPING: G 8 Z 1962
 TG0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0744+STABILITY: SURFACE MOTION
 TG0744
 TG0744  HISTORY     - Date     Condition        Report By
 TG0744  HISTORY     - 1962     MONUMENTED       CGS
 TG0744  HISTORY     - 1963     GOOD             NGS
 TG0744
 TG0744                          STATION DESCRIPTION
 TG0744
 TG0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0744'12.1 MI NW FROM PLAZA.
 TG0744'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0744'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0744'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.6 MILES
 TG0744'WEST ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A HILL, 41.0 FEET
 TG0744'NORTH OF THE CENTERLINE OF THE ROAD, 30.4 FEET WEST OF R.M. 1, 30.4
 TG0744'FEET EAST OF R.M. 2, 3.6 FEET WEST OF A TELEPHONE POLE, 3.0 FEET WEST
 TG0744'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 TG0744'OF A CONCRETE POST PROJECTING 0.4 FOOT, S 25, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0743 ***********************************************************************
 TG0743  DESIGNATION -  G 8 Z RM 1
 TG0743  PID         -  TG0743
 TG0743  STATE/COUNTY-  ND/MOUNTRAIL
 TG0743  USGS QUAD   -  EPWORTH SE (1981)
 TG0743
 TG0743                         *CURRENT SURVEY CONTROL
 TG0743  ___________________________________________________________________
 TG0743* NAD 83(1986)-  48 07 28.     (N)    102 03 51.     (W)     SCALED    
 TG0743* NAVD 88     -       649.467  (meters)    2130.79   (feet)  ADJUSTED  
 TG0743  ___________________________________________________________________
 TG0743  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG0743  DYNAMIC HT  -         649.565 (meters)    2131.11  (feet)  COMP
 TG0743  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TG0743
 TG0743  VERT ORDER  -  SECOND    CLASS 0
 TG0743
 TG0743.The horizontal coordinates were scaled from a topographic map and have
 TG0743.an estimated accuracy of +/- 6 seconds.
 TG0743
 TG0743.The orthometric height was determined by differential leveling
 TG0743.and adjusted by the National Geodetic Survey in June 1991..
 TG0743
 TG0743.The geoid height was determined by GEOID03.
 TG0743
 TG0743.The dynamic height is computed by dividing the NAVD 88
 TG0743.geopotential number by the normal gravity value computed on the
 TG0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0743.degrees latitude (g = 980.6199 gals.).
 TG0743
 TG0743.The modeled gravity was interpolated from observed gravity values.
 TG0743
 TG0743;                    North         East    Units  Estimated Accuracy
 TG0743;SPC ND N     -   126,200.      483,570.      MT  (+/- 180 meters Scaled)
 TG0743
 TG0743                          SUPERSEDED SURVEY CONTROL
 TG0743
 TG0743  NGVD 29 (??/??/92)  649.03   (m)         2129.4    (f) COMPUTED    2 0
 TG0743
 TG0743.Superseded values are not recommended for survey control.
 TG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0743.See file dsdata.txt to determine how the superseded data were derived.
 TG0743
 TG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP184343(NAD 83)
 TG0743_MARKER: DR = REFERENCE MARK DISK
 TG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0743_STAMPING: G 8 Z NO 1 1962
 TG0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0743+STABILITY: SURFACE MOTION
 TG0743
 TG0743  HISTORY     - Date     Condition        Report By
 TG0743  HISTORY     - 1962     MONUMENTED       CGS
 TG0743  HISTORY     - 1963     GOOD             NGS
 TG0743
 TG0743                          STATION DESCRIPTION
 TG0743
 TG0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0743'12.1 MI NW FROM PLAZA.
 TG0743'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0743'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0743'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.6 MILES
 TG0743'WEST ALONG A GRAVELED COUNTY ROAD, 41.0 FEET NORTH OF THE CENTERLINE
 TG0743'OF THE ROAD, 60.8 FEET EAST OF R.M. 2, 30.4 FEET EAST OF THE STATION
 TG0743'MARK, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0743'PROJECTING 0.2 FOOT, S 25, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0745 ***********************************************************************
 TG0745  DESIGNATION -  G 8 Z RM 2
 TG0745  PID         -  TG0745
 TG0745  STATE/COUNTY-  ND/MOUNTRAIL
 TG0745  USGS QUAD   -  EPWORTH SE (1981)
 TG0745
 TG0745                         *CURRENT SURVEY CONTROL
 TG0745  ___________________________________________________________________
 TG0745* NAD 83(1986)-  48 07 28.     (N)    102 03 51.     (W)     SCALED    
 TG0745* NAVD 88     -       649.265  (meters)    2130.13   (feet)  ADJUSTED  
 TG0745  ___________________________________________________________________
 TG0745  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG0745  DYNAMIC HT  -         649.363 (meters)    2130.45  (feet)  COMP
 TG0745  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TG0745
 TG0745  VERT ORDER  -  SECOND    CLASS 0
 TG0745
 TG0745.The horizontal coordinates were scaled from a topographic map and have
 TG0745.an estimated accuracy of +/- 6 seconds.
 TG0745
 TG0745.The orthometric height was determined by differential leveling
 TG0745.and adjusted by the National Geodetic Survey in June 1991..
 TG0745
 TG0745.The geoid height was determined by GEOID03.
 TG0745
 TG0745.The dynamic height is computed by dividing the NAVD 88
 TG0745.geopotential number by the normal gravity value computed on the
 TG0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0745.degrees latitude (g = 980.6199 gals.).
 TG0745
 TG0745.The modeled gravity was interpolated from observed gravity values.
 TG0745
 TG0745;                    North         East    Units  Estimated Accuracy
 TG0745;SPC ND N     -   126,200.      483,570.      MT  (+/- 180 meters Scaled)
 TG0745
 TG0745                          SUPERSEDED SURVEY CONTROL
 TG0745
 TG0745  NGVD 29 (??/??/92)  648.83   (m)         2128.7    (f) COMPUTED    2 0
 TG0745
 TG0745.Superseded values are not recommended for survey control.
 TG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0745.See file dsdata.txt to determine how the superseded data were derived.
 TG0745
 TG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP184343(NAD 83)
 TG0745_MARKER: DR = REFERENCE MARK DISK
 TG0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0745_STAMPING: G 8 Z NO 2 1962
 TG0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0745+STABILITY: SURFACE MOTION
 TG0745
 TG0745  HISTORY     - Date     Condition        Report By
 TG0745  HISTORY     - 1962     MONUMENTED       CGS
 TG0745  HISTORY     - 1963     GOOD             NGS
 TG0745
 TG0745                          STATION DESCRIPTION
 TG0745
 TG0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0745'12.1 MI NW FROM PLAZA.
 TG0745'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0745'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0745'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.6 MILES
 TG0745'WEST ALONG A GRAVELED COUNTY ROAD, 41.0 FEET NORTH OF THE CENTERLINE
 TG0745'OF THE ROAD, 60.8 FEET WEST OF R.M. 1, 30.4 FEET WEST OF THE STATION
 TG0745'MARK, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0745'PROJECTING 0.2 FOOT, S 25, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0864 ***********************************************************************
 SN0864  DESIGNATION -  G 80 RESET
 SN0864  PID         -  SN0864
 SN0864  STATE/COUNTY-  ND/MCLEAN
 SN0864  USGS QUAD   -  WASHBURN (1980)
 SN0864
 SN0864                         *CURRENT SURVEY CONTROL
 SN0864  ___________________________________________________________________
 SN0864* NAD 83(1986)-  47 17 18.     (N)    101 01 57.     (W)     SCALED    
 SN0864* NAVD 88     -       525.14   (+/-2cm)    1722.9    (feet)  VERTCON   
 SN0864  ___________________________________________________________________
 SN0864  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 SN0864
 SN0864  VERT ORDER  -  THIRD (See Below)
 SN0864
 SN0864.The horizontal coordinates were scaled from a topographic map and have
 SN0864.an estimated accuracy of +/- 6 seconds.
 SN0864
 SN0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0864.The vertical order pertains to the NGVD 29 superseded value.
 SN0864
 SN0864.The geoid height was determined by GEOID03.
 SN0864
 SN0864;                    North         East    Units  Estimated Accuracy
 SN0864;SPC ND N     -    32,200.      559,720.      MT  (+/- 180 meters Scaled)
 SN0864
 SN0864                          SUPERSEDED SURVEY CONTROL
 SN0864
 SN0864  NGVD 29 (11/04/04)  524.74   (m)         1721.6    (f) RESET       3  
 SN0864
 SN0864.Superseded values are not recommended for survey control.
 SN0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0864.See file dsdata.txt to determine how the superseded data were derived.
 SN0864
 SN0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT463392(NAD 83)
 SN0864_MARKER: DB = BENCH MARK DISK
 SN0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0864_STAMPING: G 80 RESET 1966
 SN0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0864+STABILITY: SURFACE MOTION
 SN0864
 SN0864  HISTORY     - Date     Condition        Report By
 SN0864  HISTORY     - 1966     MONUMENTED       CGS
 SN0864  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0864
 SN0864                          STATION DESCRIPTION
 SN0864
 SN0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 SN0864'0.1 MI NW FROM WASHBURN.
 SN0864'ABOUT 0.15 MILE WEST OF THE RAILROAD STATION AT WASHBURN, 89 FEET
 SN0864'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A NEW BUILDING, 72 FEET
 SN0864'SOUTH OF THE SOUTH RAIL OF MAIN TRACKS, 2 FEET SOUTH OF POWERLINE POLE
 SN0864'WITH TRANSFORMERS AND 1.5 FEET NORTH OF A METAL WITNESS POST.  A
 SN0864'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 SN0864'INCHES.
 SN0864
 SN0864                          STATION RECOVERY (1982)
 SN0864
 SN0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0982 ***********************************************************************
 SN0982  DESIGNATION -  G 81
 SN0982  PID         -  SN0982
 SN0982  STATE/COUNTY-  ND/MERCER
 SN0982  USGS QUAD   -  HAZEN WEST (1968)
 SN0982
 SN0982                         *CURRENT SURVEY CONTROL
 SN0982  ___________________________________________________________________
 SN0982* NAD 83(1986)-  47 15 54.     (N)    101 43 53.     (W)     SCALED    
 SN0982* NAVD 88     -       538.686  (meters)    1767.34   (feet)  ADJUSTED  
 SN0982  ___________________________________________________________________
 SN0982  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 SN0982  DYNAMIC HT  -         538.716 (meters)    1767.44  (feet)  COMP
 SN0982  MODELED GRAV-     980,652.8   (mgal)                       NAVD 88
 SN0982
 SN0982  VERT ORDER  -  SECOND    CLASS 0
 SN0982
 SN0982.The horizontal coordinates were scaled from a topographic map and have
 SN0982.an estimated accuracy of +/- 6 seconds.
 SN0982
 SN0982.The orthometric height was determined by differential leveling
 SN0982.and adjusted by the National Geodetic Survey in June 1991..
 SN0982
 SN0982.The geoid height was determined by GEOID03.
 SN0982
 SN0982.The dynamic height is computed by dividing the NAVD 88
 SN0982.geopotential number by the normal gravity value computed on the
 SN0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0982.degrees latitude (g = 980.6199 gals.).
 SN0982
 SN0982.The modeled gravity was interpolated from observed gravity values.
 SN0982
 SN0982;                    North         East    Units  Estimated Accuracy
 SN0982;SPC ND S     -   178,400.      506,820.      MT  (+/- 180 meters Scaled)
 SN0982
 SN0982                          SUPERSEDED SURVEY CONTROL
 SN0982
 SN0982  NGVD 29 (??/??/92)  538.275  (m)         1765.99   (f) ADJ UNCH    2 0
 SN0982
 SN0982.Superseded values are not recommended for survey control.
 SN0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0982.See file dsdata.txt to determine how the superseded data were derived.
 SN0982
 SN0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT933382(NAD 83)
 SN0982_MARKER: DB = BENCH MARK DISK
 SN0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0982_STAMPING: G 81 1934
 SN0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0982+STABILITY: SURFACE MOTION
 SN0982
 SN0982  HISTORY     - Date     Condition        Report By
 SN0982  HISTORY     - 1934     MONUMENTED       CGS
 SN0982  HISTORY     - 1958     GOOD             NGS
 SN0982
 SN0982                          STATION DESCRIPTION
 SN0982
 SN0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0982'2.2 MI E FROM BEULAH.
 SN0982'2.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0982'BEULAH, 14 1/2 POLES WEST OF MILEPOST 70, 38 1/2 FEET SOUTH OF THE
 SN0982'SOUTH RAIL, AT THE WEST END OF A CUT, 47 FEET WEST OF A FENCE CORNER,
 SN0982'2 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 5
 SN0982'FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 SN0982'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0374 ***********************************************************************
 SO0374  CBN         -  This is a Cooperative Base Network Control Station.
 SO0374  DESIGNATION -  G 82
 SO0374  PID         -  SO0374
 SO0374  STATE/COUNTY-  ND/DUNN
 SO0374  USGS QUAD   -  LAKE ILO (1973)
 SO0374
 SO0374                         *CURRENT SURVEY CONTROL
 SO0374  ___________________________________________________________________
 SO0374* NAD 83(1996)-  47 21 11.78529(N)    102 37 48.12311(W)     ADJUSTED  
 SO0374* NAVD 88     -       662.839  (meters)    2174.66   (feet)  ADJUSTED  
 SO0374  ___________________________________________________________________
 SO0374  X           -    -946,626.212 (meters)                     COMP
 SO0374  Y           -  -4,224,558.928 (meters)                     COMP
 SO0374  Z           -   4,668,936.128 (meters)                     COMP
 SO0374  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 SO0374  ELLIP HEIGHT-         645.25  (meters)          (04/07/03) GPS OBS
 SO0374  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SO0374  DYNAMIC HT  -         662.882 (meters)    2174.81  (feet)  COMP
 SO0374  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 SO0374
 SO0374  HORZ ORDER  -  A
 SO0374  VERT ORDER  -  SECOND    CLASS 0
 SO0374  ELLP ORDER  -  THIRD     CLASS II
 SO0374
 SO0374.The horizontal coordinates were established by GPS observations
 SO0374.and adjusted by the National Geodetic Survey in April 2003..
 SO0374
 SO0374.The orthometric height was determined by differential leveling
 SO0374.and adjusted by the National Geodetic Survey in June 1991..
 SO0374
 SO0374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SO0374
 SO0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0374
 SO0374.The ellipsoidal height was determined by GPS observations
 SO0374.and is referenced to NAD 83.
 SO0374
 SO0374.The geoid height was determined by GEOID03.
 SO0374
 SO0374.The dynamic height is computed by dividing the NAVD 88
 SO0374.geopotential number by the normal gravity value computed on the
 SO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0374.degrees latitude (g = 980.6199 gals.).
 SO0374
 SO0374.The modeled gravity was interpolated from observed gravity values.
 SO0374
 SO0374;                    North         East     Units Scale Factor Converg.
 SO0374;SPC ND S     -   189,664.748   439,092.478   MT  0.99997682   -1 33 13.0
 SO0374;SPC ND S     -   622,259.67  1,440,592.12   iFT  0.99997682   -1 33 13.0
 SO0374;UTM  13      - 5,247,146.863   678,982.828   MT  0.99999370   +1 44 37.2
 SO0374
 SO0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0374!SPC ND S     -   0.99989887  x   0.99997682  =   0.99987569
 SO0374!UTM  13      -   0.99989887  x   0.99999370  =   0.99989257
 SO0374
 SO0374                          SUPERSEDED SURVEY CONTROL
 SO0374
 SO0374  NAVD 88 (04/07/03)  662.84   (m)         2174.7    (f) LEVELING    3  
 SO0374  NGVD 29 (??/??/92)  662.373  (m)         2173.14   (f) ADJ UNCH    2 0
 SO0374
 SO0374.Superseded values are not recommended for survey control.
 SO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0374.See file dsdata.txt to determine how the superseded data were derived.
 SO0374
 SO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN7898347147(NAD 83)
 SO0374_MARKER: DB = BENCH MARK DISK
 SO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0374_STAMPING: G 82 1934
 SO0374_MARK LOGO: CGS   
 SO0374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0374+STABILITY: SURFACE MOTION
 SO0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0374+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 SO0374
 SO0374  HISTORY     - Date     Condition        Report By
 SO0374  HISTORY     - 1934     MONUMENTED       CGS
 SO0374  HISTORY     - 1938     GOOD             NGS
 SO0374  HISTORY     - 1981     GOOD             LOCENG
 SO0374  HISTORY     - 20020618 GOOD             NGS
 SO0374
 SO0374                          STATION DESCRIPTION
 SO0374
 SO0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0374'IN DUNN CENTER.
 SO0374'AT DUNN CENTER, DUNN COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 0.5 MILE
 SO0374'WEST OF THE STATION, 450 FEET SOUTHEAST OF MILEPOST 115, 270 FEET
 SO0374'SOUTHEAST OF A ROAD CROSSING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL,
 SO0374'1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET LOWER
 SO0374'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SO0374'INCHES ABOVE GROUND.
 SO0374
 SO0374                          STATION RECOVERY (1981)
 SO0374
 SO0374'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 SO0374'RECOVERED IN GOOD CONDITION.
 SO0374
 SO0374                          STATION RECOVERY (2002)
 SO0374
 SO0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SO0374'RECOVERED AS DESCRIBED.
 SO0374'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0922 ***********************************************************************
 SN0922  DESIGNATION -  G 83
 SN0922  PID         -  SN0922
 SN0922  STATE/COUNTY-  ND/MERCER
 SN0922  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0922
 SN0922                         *CURRENT SURVEY CONTROL
 SN0922  ___________________________________________________________________
 SN0922* NAD 83(1986)-  47 03 39.     (N)    101 47 07.     (W)     SCALED    
 SN0922* NAVD 88     -       687.359  (meters)    2255.11   (feet)  ADJUSTED  
 SN0922  ___________________________________________________________________
 SN0922  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SN0922  DYNAMIC HT  -         687.367 (meters)    2255.14  (feet)  COMP
 SN0922  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 SN0922
 SN0922  VERT ORDER  -  SECOND    CLASS 0
 SN0922
 SN0922.The horizontal coordinates were scaled from a topographic map and have
 SN0922.an estimated accuracy of +/- 6 seconds.
 SN0922
 SN0922.The orthometric height was determined by differential leveling
 SN0922.and adjusted by the National Geodetic Survey in June 1991..
 SN0922
 SN0922.The geoid height was determined by GEOID03.
 SN0922
 SN0922.The dynamic height is computed by dividing the NAVD 88
 SN0922.geopotential number by the normal gravity value computed on the
 SN0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0922.degrees latitude (g = 980.6199 gals.).
 SN0922
 SN0922.The modeled gravity was interpolated from observed gravity values.
 SN0922
 SN0922;                    North         East    Units  Estimated Accuracy
 SN0922;SPC ND S     -   155,770.      502,370.      MT  (+/- 180 meters Scaled)
 SN0922
 SN0922                          SUPERSEDED SURVEY CONTROL
 SN0922
 SN0922  NGVD 29 (??/??/92)  686.936  (m)         2253.72   (f) ADJ UNCH    2 0
 SN0922
 SN0922.Superseded values are not recommended for survey control.
 SN0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0922.See file dsdata.txt to determine how the superseded data were derived.
 SN0922
 SN0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT884156(NAD 83)
 SN0922_MARKER: DB = BENCH MARK DISK
 SN0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0922_STAMPING: G-83 -- 1934
 SN0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0922+STABILITY: SURFACE MOTION
 SN0922
 SN0922  HISTORY     - Date     Condition        Report By
 SN0922  HISTORY     - 1934     MONUMENTED       CGS
 SN0922  HISTORY     - 1956     GOOD             NGS
 SN0922
 SN0922                          STATION DESCRIPTION
 SN0922
 SN0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0922'14.1 MI S FROM BEULAH.
 SN0922'G-83 IS LOCATED 14.1 MILES SOUTH OF THE CROSSING OF STATE HY. NO. 49
 SN0922'AND THE N.P. RWY. AT BEULAH.  83 YDS. NORTHEAST OF EAST END OF AN 18
 SN0922'IN. CONCRETE CULVERT UNDER HIGHWAY.  59 FT. EAST OF CENTERLINE OF
 SN0922'STATE HY. NO. 49.  26.4 FT. EAST OF THE SOUTH END OF AN 18 IN.
 SN0922'CORRUGATED IRON PIPE CULVERT UNDER ROAD THAT TURNS OFF HIGHWAY.  14.7
 SN0922'FT. EAST OF CORNER OF WIRE FENCE.  1.5 FT. NORTH OF FENCE LINE THAT
 SN0922'RUNS EAST AND WEST.  STANDARD TABLET SET IN TOP OF CONCRETE POST 2 IN.
 SN0922'HIGH.
 SN0922
 SN0922                          STATION RECOVERY (1956)
 SN0922
 SN0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0923 ***********************************************************************
 SN0923  DESIGNATION -  G 83 RESET
 SN0923  PID         -  SN0923
 SN0923  STATE/COUNTY-  ND/MERCER
 SN0923  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0923
 SN0923                         *CURRENT SURVEY CONTROL
 SN0923  ___________________________________________________________________
 SN0923* NAD 83(1986)-  47 03 39.     (N)    101 47 07.     (W)     SCALED    
 SN0923* NAVD 88     -       688.09   (+/-2cm)    2257.5    (feet)  VERTCON   
 SN0923  ___________________________________________________________________
 SN0923  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SN0923
 SN0923  VERT ORDER  -  THIRD (See Below)
 SN0923
 SN0923.The horizontal coordinates were scaled from a topographic map and have
 SN0923.an estimated accuracy of +/- 6 seconds.
 SN0923
 SN0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0923.The vertical order pertains to the NGVD 29 superseded value.
 SN0923
 SN0923.The geoid height was determined by GEOID03.
 SN0923
 SN0923;                    North         East    Units  Estimated Accuracy
 SN0923;SPC ND S     -   155,770.      502,370.      MT  (+/- 180 meters Scaled)
 SN0923
 SN0923                          SUPERSEDED SURVEY CONTROL
 SN0923
 SN0923  NGVD 29 (11/04/04)  687.67   (m)         2256.1    (f) RESET       3  
 SN0923
 SN0923.Superseded values are not recommended for survey control.
 SN0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0923.See file dsdata.txt to determine how the superseded data were derived.
 SN0923
 SN0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT884156(NAD 83)
 SN0923_MARKER: DB = BENCH MARK DISK
 SN0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0923_STAMPING: G 83 RESET 1962
 SN0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0923+STABILITY: SURFACE MOTION
 SN0923
 SN0923  HISTORY     - Date     Condition        Report By
 SN0923  HISTORY     - 1962     MONUMENTED       CGS
 SN0923
 SN0923                          STATION DESCRIPTION
 SN0923
 SN0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0923'13.7 MI S FROM BEULAH.
 SN0923'ABOUT 13.7 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF THE
 SN0923'NORTHERN PACIFIC RAILWAY TO THE WEST OF BEULAH, MERCER COUNTY, 0.5
 SN0923'MILE SOUTH OF THE JUNCTION OF COUNTY ROUTE 27 LEADING EAST, 100 FEET
 SN0923'EAST OF THE CENTERLINE OF THE HIGHWAY AND 6 FEET SOUTH OF A FENCE
 SN0923'CORNER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 SN0923'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0129 ***********************************************************************
 RS0129  DESIGNATION -  G 84
 RS0129  PID         -  RS0129
 RS0129  STATE/COUNTY-  ND/STARK
 RS0129  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0129
 RS0129                         *CURRENT SURVEY CONTROL
 RS0129  ___________________________________________________________________
 RS0129* NAD 83(1986)-  46 58 51.     (N)    102 47 24.     (W)     SCALED    
 RS0129* NAVD 88     -       753.956  (meters)    2473.60   (feet)  ADJUSTED  
 RS0129  ___________________________________________________________________
 RS0129  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RS0129  DYNAMIC HT  -         753.959 (meters)    2473.61  (feet)  COMP
 RS0129  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 RS0129
 RS0129  VERT ORDER  -  SECOND    CLASS 0
 RS0129
 RS0129.The horizontal coordinates were scaled from a topographic map and have
 RS0129.an estimated accuracy of +/- 6 seconds.
 RS0129
 RS0129.The orthometric height was determined by differential leveling
 RS0129.and adjusted by the National Geodetic Survey in June 1991..
 RS0129
 RS0129.The geoid height was determined by GEOID03.
 RS0129
 RS0129.The dynamic height is computed by dividing the NAVD 88
 RS0129.geopotential number by the normal gravity value computed on the
 RS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0129.degrees latitude (g = 980.6199 gals.).
 RS0129
 RS0129.The modeled gravity was interpolated from observed gravity values.
 RS0129
 RS0129;                    North         East    Units  Estimated Accuracy
 RS0129;SPC ND S     -   148,620.      425,810.      MT  (+/- 180 meters Scaled)
 RS0129
 RS0129                          SUPERSEDED SURVEY CONTROL
 RS0129
 RS0129  NGVD 29 (??/??/92)  753.422  (m)         2471.85   (f) ADJ UNCH    2 0
 RS0129
 RS0129.Superseded values are not recommended for survey control.
 RS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0129.See file dsdata.txt to determine how the superseded data were derived.
 RS0129
 RS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN680054(NAD 83)
 RS0129_MARKER: DB = BENCH MARK DISK
 RS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0129_STAMPING: G 84 1934
 RS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0129+STABILITY: SURFACE MOTION
 RS0129
 RS0129  HISTORY     - Date     Condition        Report By
 RS0129  HISTORY     - 1934     MONUMENTED       CGS
 RS0129  HISTORY     - 1958     MARK NOT FOUND   USGS
 RS0129  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0129
 RS0129                          STATION DESCRIPTION
 RS0129
 RS0129'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RS0129'7.0 MI N FROM DICKINSON.
 RS0129'7.0 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN PACIFIC
 RS0129'RAILWAY STATION AT DICKINSON, STARK COUNTY, AT THE INTERSECTION OF THE
 RS0129'DUNN-STARK COUNTY-LINE ROAD, 68 FEET SOUTH OF THE CENTER LINE OF THE
 RS0129'ROAD, AND 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 RS0129'DISK, STAMPED G 84 1934 AND SET IN THE TOP OF A CONCRETE POST
 RS0129'PROJECTING 6 INCHES ABOVE GROUND.
 RS0129
 RS0129                          STATION RECOVERY (1982)
 RS0129
 RS0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0571 ***********************************************************************
 SO0571  DESIGNATION -  G 85
 SO0571  PID         -  SO0571
 SO0571  STATE/COUNTY-  ND/MCKENZIE
 SO0571  USGS QUAD   -  GRASSY BUTTE SW (1974)
 SO0571
 SO0571                         *CURRENT SURVEY CONTROL
 SO0571  ___________________________________________________________________
 SO0571* NAD 83(1986)-  47 22 25.     (N)    103 14 13.     (W)     SCALED    
 SO0571* NAVD 88     -       821.181  (meters)    2694.16   (feet)  ADJUSTED  
 SO0571  ___________________________________________________________________
 SO0571  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 SO0571  DYNAMIC HT  -         821.200 (meters)    2694.22  (feet)  COMP
 SO0571  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 SO0571
 SO0571  VERT ORDER  -  SECOND    CLASS 0
 SO0571
 SO0571.The horizontal coordinates were scaled from a topographic map and have
 SO0571.an estimated accuracy of +/- 6 seconds.
 SO0571
 SO0571.The orthometric height was determined by differential leveling
 SO0571.and adjusted by the National Geodetic Survey in June 1991..
 SO0571
 SO0571.The geoid height was determined by GEOID03.
 SO0571
 SO0571.The dynamic height is computed by dividing the NAVD 88
 SO0571.geopotential number by the normal gravity value computed on the
 SO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0571.degrees latitude (g = 980.6199 gals.).
 SO0571
 SO0571.The modeled gravity was interpolated from observed gravity values.
 SO0571
 SO0571;                    North         East    Units  Estimated Accuracy
 SO0571;SPC ND N     -    45,210.      393,340.      MT  (+/- 180 meters Scaled)
 SO0571
 SO0571                          SUPERSEDED SURVEY CONTROL
 SO0571
 SO0571  NGVD 29 (??/??/92)  820.640  (m)         2692.38   (f) ADJ UNCH    2 0
 SO0571
 SO0571.Superseded values are not recommended for survey control.
 SO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0571.See file dsdata.txt to determine how the superseded data were derived.
 SO0571
 SO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN330481(NAD 83)
 SO0571_MARKER: DB = BENCH MARK DISK
 SO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0571_STAMPING: G 85 1934
 SO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0571+STABILITY: SURFACE MOTION
 SO0571
 SO0571  HISTORY     - Date     Condition        Report By
 SO0571  HISTORY     - 1934     MONUMENTED       CGS
 SO0571  HISTORY     - 1961     MARK NOT FOUND   NGS
 SO0571  HISTORY     - 1968     MARK NOT FOUND   DOD
 SO0571
 SO0571                          STATION DESCRIPTION
 SO0571
 SO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0571'34.1 MI S FROM WATFORD CITY.
 SO0571'34.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE CROSSING OF THE GREAT
 SO0571'NORTHERN RAILWAY AT WATFORD CITY, MCKENZIE COUNTY, ABOUT 1.5 MILES
 SO0571'SOUTH OF GRASSY BUTTE, ABOUT 3.9 MILES NORTHWEST OF THE JUNCTION OF
 SO0571'STATE HIGHWAY 25, ON THE SUMMIT OF A SMALL HILL, AND 54 FEET SOUTHWEST
 SO0571'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 85 1934
 SO0571'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 SO0571'GROUND.  NOTE-- HIGHWAY HAS BEEN ABANDONED AND IS NOW DIRT ROAD IN
 SO0571'GRAZING LANDS.
 SO0571
 SO0571                          STATION RECOVERY (1968)
 SO0571
 SO0571'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SO0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0639 ***********************************************************************
 SO0639  DESIGNATION -  G 86
 SO0639  PID         -  SO0639
 SO0639  STATE/COUNTY-  ND/MCKENZIE
 SO0639  USGS QUAD   -  CHARBONNEAU (1972)
 SO0639
 SO0639                         *CURRENT SURVEY CONTROL
 SO0639  ___________________________________________________________________
 SO0639* NAD 83(1986)-  47 51 17.     (N)    103 45 58.     (W)     SCALED    
 SO0639* NAVD 88     -       620.774  (meters)    2036.66   (feet)  POSTED    
 SO0639  ___________________________________________________________________
 SO0639  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 SO0639  DYNAMIC HT  -         620.830 (meters)    2036.84  (feet)  COMP
 SO0639  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 SO0639
 SO0639  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SO0639
 SO0639.The horizontal coordinates were scaled from a topographic map and have
 SO0639.an estimated accuracy of +/- 6 seconds.
 SO0639
 SO0639.The orthometric height was determined by differential leveling
 SO0639.and adjusted by the National Geodetic Survey in 1992..
 SO0639.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SO0639.rate of 0.0 thru 1.0 mm/km.
 SO0639
 SO0639.The geoid height was determined by GEOID03.
 SO0639
 SO0639.The dynamic height is computed by dividing the NAVD 88
 SO0639.geopotential number by the normal gravity value computed on the
 SO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0639.degrees latitude (g = 980.6199 gals.).
 SO0639
 SO0639.The modeled gravity was interpolated from observed gravity values.
 SO0639
 SO0639;                    North         East    Units  Estimated Accuracy
 SO0639;SPC ND N     -   100,210.      355,670.      MT  (+/- 180 meters Scaled)
 SO0639
 SO0639                          SUPERSEDED SURVEY CONTROL
 SO0639
 SO0639  NGVD 29 (??/??/92)  620.241  (m)         2034.91   (f) ADJ UNCH    2 0
 SO0639
 SO0639.Superseded values are not recommended for survey control.
 SO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0639.See file dsdata.txt to determine how the superseded data were derived.
 SO0639
 SO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP923008(NAD 83)
 SO0639_MARKER: DB = BENCH MARK DISK
 SO0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0639_STAMPING: G-86 -- 1934
 SO0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0639+STABILITY: SURFACE MOTION
 SO0639
 SO0639  HISTORY     - Date     Condition        Report By
 SO0639  HISTORY     - 1934     MONUMENTED       CGS
 SO0639
 SO0639                          STATION DESCRIPTION
 SO0639
 SO0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0639'IN CHARBONNEAU.
 SO0639'G-86 IS LOCATED AT CHARBONNEAU.  9 TELEPHONE POLES WEST OF THE GREAT
 SO0639'NORTHERN DEPOT.  140 YARDS WEST OF SIDE TRACK.  30.6 FEET SOUTH OF
 SO0639'SOUTH RAIL OF SWITCH.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 5
 SO0639'INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0444 ***********************************************************************
 SO0444  DESIGNATION -  G 87
 SO0444  PID         -  SO0444
 SO0444  STATE/COUNTY-  ND/MCKENZIE
 SO0444  USGS QUAD   -  KEENE (1965)
 SO0444
 SO0444                         *CURRENT SURVEY CONTROL
 SO0444  ___________________________________________________________________
 SO0444* NAD 83(1986)-  47 53 56.     (N)    102 56 30.     (W)     SCALED    
 SO0444* NAVD 88     -       701.779  (meters)    2302.42   (feet)  ADJUSTED  
 SO0444  ___________________________________________________________________
 SO0444  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0444  DYNAMIC HT  -         701.849 (meters)    2302.65  (feet)  COMP
 SO0444  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 SO0444
 SO0444  VERT ORDER  -  SECOND    CLASS 0
 SO0444
 SO0444.The horizontal coordinates were scaled from a topographic map and have
 SO0444.an estimated accuracy of +/- 6 seconds.
 SO0444
 SO0444.The orthometric height was determined by differential leveling
 SO0444.and adjusted by the National Geodetic Survey in June 1991..
 SO0444
 SO0444.The geoid height was determined by GEOID03.
 SO0444
 SO0444.The dynamic height is computed by dividing the NAVD 88
 SO0444.geopotential number by the normal gravity value computed on the
 SO0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0444.degrees latitude (g = 980.6199 gals.).
 SO0444
 SO0444.The modeled gravity was interpolated from observed gravity values.
 SO0444
 SO0444;                    North         East    Units  Estimated Accuracy
 SO0444;SPC ND N     -   102,830.      417,480.      MT  (+/- 180 meters Scaled)
 SO0444
 SO0444                          SUPERSEDED SURVEY CONTROL
 SO0444
 SO0444  NGVD 29 (??/??/92)  701.27   (m)         2300.8    (f) COMPUTED    2 0
 SO0444
 SO0444.Superseded values are not recommended for survey control.
 SO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0444.See file dsdata.txt to determine how the superseded data were derived.
 SO0444
 SO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP538071(NAD 83)
 SO0444_MARKER: DB = BENCH MARK DISK
 SO0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0444_STAMPING: G-87 -- 1934
 SO0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0444+STABILITY: SURFACE MOTION
 SO0444
 SO0444  HISTORY     - Date     Condition        Report By
 SO0444  HISTORY     - 1934     MONUMENTED       CGS
 SO0444  HISTORY     - 1937     GOOD             NGS
 SO0444
 SO0444                          STATION DESCRIPTION
 SO0444
 SO0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0444'18.7 MI NE FROM SCHAFER.
 SO0444'LOCATED 18.7 MILES NORTHEAST OF SCHAFER.  23.6 MILES NORTHEAST OF THE
 SO0444'GREAT NORTHERN DEPOT AT WATFORD CITY.  ABOUT 100 YARDS NORTHEAST OF A
 SO0444'LOG HOUSE.  57 FEET WEST OF CENTER LINE OF A STATE HWY. 23.  15 FEET
 SO0444'SOUTH OF CENTER LINE OF SIDE CROSS ROAD.  14.9 FEET WEST OF NORTH END
 SO0444'OF A 18 INCH STEEL CULVERT.  5.7 FEET WEST OF FENCE CORNER POST.  A
 SO0444'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.  NOTE-- 1.4
 SO0444'MI S OF KEENE.
 SO0444
 SO0444                          STATION RECOVERY (1937)
 SO0444
 SO0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 SO0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0445 ***********************************************************************
 SO0445  DESIGNATION -  G 87 RESET
 SO0445  PID         -  SO0445
 SO0445  STATE/COUNTY-  ND/MCKENZIE
 SO0445  USGS QUAD   -  KEENE (1965)
 SO0445
 SO0445                         *CURRENT SURVEY CONTROL
 SO0445  ___________________________________________________________________
 SO0445* NAD 83(1986)-  47 53 56.     (N)    102 56 30.     (W)     SCALED    
 SO0445* NAVD 88     -       702.98   (+/-2cm)    2306.4    (feet)  VERTCON   
 SO0445  ___________________________________________________________________
 SO0445  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 SO0445
 SO0445  VERT ORDER  -  THIRD (See Below)
 SO0445
 SO0445.The horizontal coordinates were scaled from a topographic map and have
 SO0445.an estimated accuracy of +/- 6 seconds.
 SO0445
 SO0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0445.The vertical order pertains to the NGVD 29 superseded value.
 SO0445
 SO0445.The geoid height was determined by GEOID03.
 SO0445
 SO0445;                    North         East    Units  Estimated Accuracy
 SO0445;SPC ND N     -   102,830.      417,480.      MT  (+/- 180 meters Scaled)
 SO0445
 SO0445                          SUPERSEDED SURVEY CONTROL
 SO0445
 SO0445  NGVD 29 (??/??/??)  702.48   (m)         2304.7    (f) RESET       3  
 SO0445
 SO0445.Superseded values are not recommended for survey control.
 SO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0445.See file dsdata.txt to determine how the superseded data were derived.
 SO0445
 SO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP538071(NAD 83)
 SO0445_MARKER: DB = BENCH MARK DISK
 SO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0445_STAMPING: G 87 RESET 1958
 SO0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0445+STABILITY: SURFACE MOTION
 SO0445
 SO0445  HISTORY     - Date     Condition        Report By
 SO0445  HISTORY     - 1958     MONUMENTED       CGS
 SO0445
 SO0445                          STATION DESCRIPTION
 SO0445
 SO0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0445'1.5 MI S FROM KEENE.
 SO0445'1.5 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT KEENE,
 SO0445'MCKENZIE COUNTY, ABOUT 100 YARDS NORTH-NORTHEAST OF A SMALL WHITE
 SO0445'HOUSE, 102 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT ON THE
 SO0445'HALF-SECTION LINE.  A STANDARD DISK, STAMPED G 87 RESET 1958 AND SET
 SO0445'IN THE TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 SO0445'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1039 ***********************************************************************
 SN1039  DESIGNATION -  G 88
 SN1039  PID         -  SN1039
 SN1039  STATE/COUNTY-  ND/MOUNTRAIL
 SN1039  USGS QUAD   -  WABEK (1980)
 SN1039
 SN1039                         *CURRENT SURVEY CONTROL
 SN1039  ___________________________________________________________________
 SN1039* NAD 83(1986)-  47 59 23.     (N)    101 53 35.     (W)     SCALED    
 SN1039* NAVD 88     -       633.164  (meters)    2077.31   (feet)  ADJUSTED  
 SN1039  ___________________________________________________________________
 SN1039  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 SN1039  DYNAMIC HT  -         633.252 (meters)    2077.59  (feet)  COMP
 SN1039  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SN1039
 SN1039  VERT ORDER  -  SECOND    CLASS 0
 SN1039
 SN1039.The horizontal coordinates were scaled from a topographic map and have
 SN1039.an estimated accuracy of +/- 6 seconds.
 SN1039
 SN1039.The orthometric height was determined by differential leveling
 SN1039.and adjusted by the National Geodetic Survey in June 1991..
 SN1039.WARNING-Repeat measurements at this control monument indicate possible
 SN1039.vertical movement.
 SN1039
 SN1039.The geoid height was determined by GEOID03.
 SN1039
 SN1039.The dynamic height is computed by dividing the NAVD 88
 SN1039.geopotential number by the normal gravity value computed on the
 SN1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1039.degrees latitude (g = 980.6199 gals.).
 SN1039
 SN1039.The modeled gravity was interpolated from observed gravity values.
 SN1039
 SN1039;                    North         East    Units  Estimated Accuracy
 SN1039;SPC ND N     -   110,980.      496,030.      MT  (+/- 180 meters Scaled)
 SN1039
 SN1039                          SUPERSEDED SURVEY CONTROL
 SN1039
 SN1039  NGVD 29 (??/??/92)  632.737  (m)         2075.90   (f) ADJ UNCH    2 0
 SN1039
 SN1039.Superseded values are not recommended for survey control.
 SN1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1039.See file dsdata.txt to determine how the superseded data were derived.
 SN1039
 SN1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU841192(NAD 83)
 SN1039_MARKER: DB = BENCH MARK DISK
 SN1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1039_STAMPING: G 88 1934
 SN1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1039+STABILITY: SURFACE MOTION
 SN1039
 SN1039  HISTORY     - Date     Condition        Report By
 SN1039  HISTORY     - 1934     MONUMENTED       CGS
 SN1039  HISTORY     - 1962     GOOD             NGS
 SN1039
 SN1039                          STATION DESCRIPTION
 SN1039
 SN1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1039'4.65 MI NW FROM MAKOTI.
 SN1039'4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1039'MAKOTI, 4 POLES NORTHWEST OF MILEPOLE 498, AT A ROAD CROSSING, 23 FEET
 SN1039'NORTHEAST OF THE NORTHEAST RAIL, 20 FEET SOUTHWEST OF A TELEGRAPH
 SN1039'POLE, 98 FEET EAST OF THE CENTERLINE OF THE ROAD CROSSING, 94.8 FEET
 SN1039'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.2 FEET SOUTHWEST OF A
 SN1039'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF
 SN1039'A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0948 ***********************************************************************
 TG0948  DESIGNATION -  G 89
 TG0948  PID         -  TG0948
 TG0948  STATE/COUNTY-  ND/BURKE
 TG0948  USGS QUAD   -  STAMPEDE (1948)
 TG0948
 TG0948                         *CURRENT SURVEY CONTROL
 TG0948  ___________________________________________________________________
 TG0948* NAD 83(1986)-  48 54 05.     (N)    102 39 19.     (W)     SCALED    
 TG0948* NAVD 88     -       593.532  (meters)    1947.28   (feet)  ADJUSTED  
 TG0948  ___________________________________________________________________
 TG0948  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0948  DYNAMIC HT  -         593.667 (meters)    1947.72  (feet)  COMP
 TG0948  MODELED GRAV-     980,816.7   (mgal)                       NAVD 88
 TG0948
 TG0948  VERT ORDER  -  SECOND    CLASS 0
 TG0948
 TG0948.The horizontal coordinates were scaled from a topographic map and have
 TG0948.an estimated accuracy of +/- 6 seconds.
 TG0948
 TG0948.The orthometric height was determined by differential leveling
 TG0948.and adjusted by the National Geodetic Survey in June 1991..
 TG0948
 TG0948.The geoid height was determined by GEOID03.
 TG0948
 TG0948.The dynamic height is computed by dividing the NAVD 88
 TG0948.geopotential number by the normal gravity value computed on the
 TG0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0948.degrees latitude (g = 980.6199 gals.).
 TG0948
 TG0948.The modeled gravity was interpolated from observed gravity values.
 TG0948
 TG0948;                    North         East    Units  Estimated Accuracy
 TG0948;SPC ND N     -   213,620.      442,000.      MT  (+/- 180 meters Scaled)
 TG0948
 TG0948                          SUPERSEDED SURVEY CONTROL
 TG0948
 TG0948  NGVD 29 (??/??/92)  593.099  (m)         1945.86   (f) ADJ UNCH    2 0
 TG0948
 TG0948.Superseded values are not recommended for survey control.
 TG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0948.See file dsdata.txt to determine how the superseded data were derived.
 TG0948
 TG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ718191(NAD 83)
 TG0948_MARKER: DB = BENCH MARK DISK
 TG0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0948_STAMPING: G 89 1934
 TG0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0948+STABILITY: SURFACE MOTION
 TG0948
 TG0948  HISTORY     - Date     Condition        Report By
 TG0948  HISTORY     - 1934     MONUMENTED       CGS
 TG0948
 TG0948                          STATION DESCRIPTION
 TG0948
 TG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0948'5.6 MI E FROM COLUMBUS.
 TG0948'5.6 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0948'COLUMBUS, BURKE COUNTY, 97 FEET NORTHEAST OF THE CENTER OF A
 TG0948'SECTION-LINE ROAD CROSSING, 52.4 FEET NORTH OF THE NORTH RAIL, AND IN
 TG0948'LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 89 1934
 TG0948'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 TG0948'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0380 ***********************************************************************
 RQ0380  DESIGNATION -  G 9
 RQ0380  PID         -  RQ0380
 RQ0380  STATE/COUNTY-  ND/EMMONS
 RQ0380  USGS QUAD   -  HAGUE (1980)
 RQ0380
 RQ0380                         *CURRENT SURVEY CONTROL
 RQ0380  ___________________________________________________________________
 RQ0380* NAD 83(1986)-  46 01 04.     (N)    099 57 46.     (W)     SCALED    
 RQ0380* NAVD 88     -       595.542  (meters)    1953.87   (feet)  ADJUSTED  
 RQ0380  ___________________________________________________________________
 RQ0380  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 RQ0380  DYNAMIC HT  -         595.507 (meters)    1953.76  (feet)  COMP
 RQ0380  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 RQ0380
 RQ0380  VERT ORDER  -  FIRST     CLASS II
 RQ0380
 RQ0380.The horizontal coordinates were scaled from a topographic map and have
 RQ0380.an estimated accuracy of +/- 6 seconds.
 RQ0380
 RQ0380.The orthometric height was determined by differential leveling
 RQ0380.and adjusted by the National Geodetic Survey in June 1991..
 RQ0380
 RQ0380.The geoid height was determined by GEOID03.
 RQ0380
 RQ0380.The dynamic height is computed by dividing the NAVD 88
 RQ0380.geopotential number by the normal gravity value computed on the
 RQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0380.degrees latitude (g = 980.6199 gals.).
 RQ0380
 RQ0380.The modeled gravity was interpolated from observed gravity values.
 RQ0380
 RQ0380;                    North         East    Units  Estimated Accuracy
 RQ0380;SPC ND S     -    39,170.      641,600.      MT  (+/- 180 meters Scaled)
 RQ0380
 RQ0380                          SUPERSEDED SURVEY CONTROL
 RQ0380
 RQ0380  NGVD 29 (??/??/92)  595.129  (m)         1952.52   (f) ADJ UNCH    1 2
 RQ0380
 RQ0380.Superseded values are not recommended for survey control.
 RQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0380.See file dsdata.txt to determine how the superseded data were derived.
 RQ0380
 RQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR254964(NAD 83)
 RQ0380_MARKER: DB = BENCH MARK DISK
 RQ0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0380_STAMPING: 1952.519 G 9 1927
 RQ0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0380+STABILITY: SURFACE MOTION
 RQ0380
 RQ0380  HISTORY     - Date     Condition        Report By
 RQ0380  HISTORY     - 1927     MONUMENTED       CGS
 RQ0380  HISTORY     - 1957     GOOD             NGS
 RQ0380  HISTORY     - 1976     MARK NOT FOUND   USGS
 RQ0380
 RQ0380                          STATION DESCRIPTION
 RQ0380
 RQ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0380'1.75 MI SE FROM HAGUE.
 RQ0380'1-3/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RQ0380'PACIFIC RAILROAD FROM THE STATION AT HAGUE, EMMONS COUNTY, ABOUT 1-1/4
 RQ0380'MILES NORTHWEST OF A WATER TANK, 49.5 FEET NORTHWEST OF A ROAD
 RQ0380'CROSSING, 16 FEET NORTHWEST OF THE FIRST POLE NORTHWEST OF THE
 RQ0380'HIGHWAY, AND 39.5 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK,
 RQ0380'STAMPED 1952.519 G 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 RQ0380'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 RQ0380
 RQ0380                          STATION RECOVERY (1976)
 RQ0380
 RQ0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RQ0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0687 ***********************************************************************
 TG0687  DESIGNATION -  G 9 B 1
 TG0687  PID         -  TG0687
 TG0687  STATE/COUNTY-  ND/MOUNTRAIL
 TG0687  USGS QUAD   -  EPWORTH NW (1981)
 TG0687
 TG0687                         *CURRENT SURVEY CONTROL
 TG0687  ___________________________________________________________________
 TG0687* NAD 83(1986)-  48 08 10.     (N)    102 10 51.     (W)     SCALED    
 TG0687* NAVD 88     -       671.971  (meters)    2204.62   (feet)  ADJUSTED  
 TG0687  ___________________________________________________________________
 TG0687  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0687  DYNAMIC HT  -         672.070 (meters)    2204.95  (feet)  COMP
 TG0687  MODELED GRAV-     980,736.8   (mgal)                       NAVD 88
 TG0687
 TG0687  VERT ORDER  -  SECOND    CLASS 0
 TG0687
 TG0687.The horizontal coordinates were scaled from a topographic map and have
 TG0687.an estimated accuracy of +/- 6 seconds.
 TG0687
 TG0687.The orthometric height was determined by differential leveling
 TG0687.and adjusted by the National Geodetic Survey in June 1991..
 TG0687
 TG0687.The geoid height was determined by GEOID03.
 TG0687
 TG0687.The dynamic height is computed by dividing the NAVD 88
 TG0687.geopotential number by the normal gravity value computed on the
 TG0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0687.degrees latitude (g = 980.6199 gals.).
 TG0687
 TG0687.The modeled gravity was interpolated from observed gravity values.
 TG0687
 TG0687;                    North         East    Units  Estimated Accuracy
 TG0687;SPC ND N     -   127,680.      474,920.      MT  (+/- 180 meters Scaled)
 TG0687
 TG0687                          SUPERSEDED SURVEY CONTROL
 TG0687
 TG0687  NGVD 29 (??/??/92)  671.53   (m)         2203.2    (f) COMPUTED    2 0
 TG0687
 TG0687.Superseded values are not recommended for survey control.
 TG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0687.See file dsdata.txt to determine how the superseded data were derived.
 TG0687
 TG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP097352(NAD 83)
 TG0687_MARKER: DD = SURVEY DISK
 TG0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0687_SP_SET: PEDESTAL
 TG0687_STAMPING: B 1
 TG0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0687
 TG0687  HISTORY     - Date     Condition        Report By
 TG0687  HISTORY     - UNK      MONUMENTED       DOD
 TG0687  HISTORY     - 1963     GOOD             NGS
 TG0687
 TG0687                          STATION DESCRIPTION
 TG0687
 TG0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0687'14.9 MI NW FROM PARSHALL.
 TG0687'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0687'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0687'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0687'A GRAVELED COUNTY ROAD, THENCE 8.3 MILES NORTH ALONG A GRAVELED COUNTY
 TG0687'ROAD, 0.2 MILE SOUTH OF A ROAD INTERSECTION, AT THE CREST OF A SMALL
 TG0687'HILL, 1072 FEET SOUTHWEST OF THE LAUNCHER, 66 FEET EAST OF THE
 TG0687'CENTERLINE OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, A 1
 TG0687'1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 30, R 89 W, T 154 N.
 TG0687'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0683 ***********************************************************************
 TG0683  DESIGNATION -  G 9 B 2
 TG0683  PID         -  TG0683
 TG0683  STATE/COUNTY-  ND/MOUNTRAIL
 TG0683  USGS QUAD   -  EPWORTH NW (1981)
 TG0683
 TG0683                         *CURRENT SURVEY CONTROL
 TG0683  ___________________________________________________________________
 TG0683* NAD 83(1986)-  48 08 32.     (N)    102 10 40.     (W)     SCALED    
 TG0683* NAVD 88     -       671.142  (meters)    2201.91   (feet)  ADJUSTED  
 TG0683  ___________________________________________________________________
 TG0683  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0683  DYNAMIC HT  -         671.241 (meters)    2202.23  (feet)  COMP
 TG0683  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG0683
 TG0683  VERT ORDER  -  SECOND    CLASS 0
 TG0683
 TG0683.The horizontal coordinates were scaled from a topographic map and have
 TG0683.an estimated accuracy of +/- 6 seconds.
 TG0683
 TG0683.The orthometric height was determined by differential leveling
 TG0683.and adjusted by the National Geodetic Survey in June 1991..
 TG0683
 TG0683.The geoid height was determined by GEOID03.
 TG0683
 TG0683.The dynamic height is computed by dividing the NAVD 88
 TG0683.geopotential number by the normal gravity value computed on the
 TG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0683.degrees latitude (g = 980.6199 gals.).
 TG0683
 TG0683.The modeled gravity was interpolated from observed gravity values.
 TG0683
 TG0683;                    North         East    Units  Estimated Accuracy
 TG0683;SPC ND N     -   128,350.      475,160.      MT  (+/- 180 meters Scaled)
 TG0683
 TG0683                          SUPERSEDED SURVEY CONTROL
 TG0683
 TG0683  NGVD 29 (??/??/92)  670.70   (m)         2200.5    (f) COMPUTED    2 0
 TG0683
 TG0683.Superseded values are not recommended for survey control.
 TG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0683.See file dsdata.txt to determine how the superseded data were derived.
 TG0683
 TG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP099359(NAD 83)
 TG0683_MARKER: DD = SURVEY DISK
 TG0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0683_SP_SET: PEDESTAL
 TG0683_STAMPING: B 2
 TG0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0683
 TG0683  HISTORY     - Date     Condition        Report By
 TG0683  HISTORY     - UNK      MONUMENTED       DOD
 TG0683  HISTORY     - 1963     GOOD             NGS
 TG0683
 TG0683                          STATION DESCRIPTION
 TG0683
 TG0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0683'15.3 MI NW FROM PARSHALL.
 TG0683'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0683'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0683'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0683'A GRAVELED COUNTY ROAD, THENCE 8.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0683'ROAD, THENCE 0.2 MILE NORTHEAST ACROSS A CULTIVATED FIELD, ON THE
 TG0683'CREST OF A SMALL RIDGE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0683'TRIBRACH, S 19, R 89 W, T 154 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0683'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0685 ***********************************************************************
 TG0685  DESIGNATION -  G 9 Z
 TG0685  PID         -  TG0685
 TG0685  STATE/COUNTY-  ND/MOUNTRAIL
 TG0685  USGS QUAD   -  EPWORTH NW (1981)
 TG0685
 TG0685                         *CURRENT SURVEY CONTROL
 TG0685  ___________________________________________________________________
 TG0685* NAD 83(1986)-  48 08 19.     (N)    102 10 21.     (W)     SCALED    
 TG0685* NAVD 88     -       675.163  (meters)    2215.10   (feet)  ADJUSTED  
 TG0685  ___________________________________________________________________
 TG0685  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0685  DYNAMIC HT  -         675.264 (meters)    2215.43  (feet)  COMP
 TG0685  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 TG0685
 TG0685  VERT ORDER  -  SECOND    CLASS 0
 TG0685
 TG0685.The horizontal coordinates were scaled from a topographic map and have
 TG0685.an estimated accuracy of +/- 6 seconds.
 TG0685
 TG0685.The orthometric height was determined by differential leveling
 TG0685.and adjusted by the National Geodetic Survey in June 1991..
 TG0685
 TG0685.The geoid height was determined by GEOID03.
 TG0685
 TG0685.The dynamic height is computed by dividing the NAVD 88
 TG0685.geopotential number by the normal gravity value computed on the
 TG0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0685.degrees latitude (g = 980.6199 gals.).
 TG0685
 TG0685.The modeled gravity was interpolated from observed gravity values.
 TG0685
 TG0685;                    North         East    Units  Estimated Accuracy
 TG0685;SPC ND N     -   127,940.      475,540.      MT  (+/- 180 meters Scaled)
 TG0685
 TG0685                          SUPERSEDED SURVEY CONTROL
 TG0685
 TG0685  NGVD 29 (??/??/92)  674.73   (m)         2213.7    (f) COMPUTED    2 0
 TG0685
 TG0685.Superseded values are not recommended for survey control.
 TG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0685.See file dsdata.txt to determine how the superseded data were derived.
 TG0685
 TG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103355(NAD 83)
 TG0685_MARKER: DS = TRIANGULATION STATION DISK
 TG0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0685_STAMPING: G 9 Z 1962
 TG0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0685+STABILITY: SURFACE MOTION
 TG0685
 TG0685  HISTORY     - Date     Condition        Report By
 TG0685  HISTORY     - 1962     MONUMENTED       CGS
 TG0685  HISTORY     - 1963     GOOD             NGS
 TG0685
 TG0685                          STATION DESCRIPTION
 TG0685
 TG0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0685'15.5 MI NW FROM PARSHALL.
 TG0685'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0685'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0685'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0685'A GRAVELED COUNTY ROAD, THENCE 8.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0685'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED COUNTY ROAD, AT THE CREST
 TG0685'OF A SMALL HILL, 38.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 64.5
 TG0685'FEET WEST OF R.M. 1, 42.6 FEET EAST OF R.M. 2, 3.5 FEET SOUTHEAST OF A
 TG0685'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TG0685'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT, S 30, R 89 W, T 154
 TG0685'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0684 ***********************************************************************
 TG0684  DESIGNATION -  G 9 Z RM 1
 TG0684  PID         -  TG0684
 TG0684  STATE/COUNTY-  ND/MOUNTRAIL
 TG0684  USGS QUAD   -  EPWORTH NW (1981)
 TG0684
 TG0684                         *CURRENT SURVEY CONTROL
 TG0684  ___________________________________________________________________
 TG0684* NAD 83(1986)-  48 08 19.     (N)    102 10 21.     (W)     SCALED    
 TG0684* NAVD 88     -       674.983  (meters)    2214.51   (feet)  ADJUSTED  
 TG0684  ___________________________________________________________________
 TG0684  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0684  DYNAMIC HT  -         675.084 (meters)    2214.84  (feet)  COMP
 TG0684  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 TG0684
 TG0684  VERT ORDER  -  SECOND    CLASS 0
 TG0684
 TG0684.The horizontal coordinates were scaled from a topographic map and have
 TG0684.an estimated accuracy of +/- 6 seconds.
 TG0684
 TG0684.The orthometric height was determined by differential leveling
 TG0684.and adjusted by the National Geodetic Survey in June 1991..
 TG0684
 TG0684.The geoid height was determined by GEOID03.
 TG0684
 TG0684.The dynamic height is computed by dividing the NAVD 88
 TG0684.geopotential number by the normal gravity value computed on the
 TG0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0684.degrees latitude (g = 980.6199 gals.).
 TG0684
 TG0684.The modeled gravity was interpolated from observed gravity values.
 TG0684
 TG0684;                    North         East    Units  Estimated Accuracy
 TG0684;SPC ND N     -   127,940.      475,540.      MT  (+/- 180 meters Scaled)
 TG0684
 TG0684                          SUPERSEDED SURVEY CONTROL
 TG0684
 TG0684  NGVD 29 (??/??/92)  674.55   (m)         2213.1    (f) COMPUTED    2 0
 TG0684
 TG0684.Superseded values are not recommended for survey control.
 TG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0684.See file dsdata.txt to determine how the superseded data were derived.
 TG0684
 TG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103355(NAD 83)
 TG0684_MARKER: DR = REFERENCE MARK DISK
 TG0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0684_STAMPING: G 9 Z NO 1 1962
 TG0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0684+STABILITY: SURFACE MOTION
 TG0684
 TG0684  HISTORY     - Date     Condition        Report By
 TG0684  HISTORY     - 1962     MONUMENTED       CGS
 TG0684  HISTORY     - 1963     GOOD             NGS
 TG0684
 TG0684                          STATION DESCRIPTION
 TG0684
 TG0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0684'15.5 MI NW FROM PARSHALL.
 TG0684'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0684'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0684'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0684'A GRAVELED COUNTY ROAD, THENCE 8.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0684'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED COUNTY ROAD, 38.0 FEET
 TG0684'SOUTH OF THE CENTERLINE OF THE ROAD, 107.0 FEET EAST OF R.M. 2, 64.5
 TG0684'FEET EAST OF THE STATION MARK, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0684'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S
 TG0684'30, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0686 ***********************************************************************
 TG0686  DESIGNATION -  G 9 Z RM 2
 TG0686  PID         -  TG0686
 TG0686  STATE/COUNTY-  ND/MOUNTRAIL
 TG0686  USGS QUAD   -  EPWORTH NW (1981)
 TG0686
 TG0686                         *CURRENT SURVEY CONTROL
 TG0686  ___________________________________________________________________
 TG0686* NAD 83(1986)-  48 08 19.     (N)    102 10 21.     (W)     SCALED    
 TG0686* NAVD 88     -       674.973  (meters)    2214.47   (feet)  ADJUSTED  
 TG0686  ___________________________________________________________________
 TG0686  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0686  DYNAMIC HT  -         675.074 (meters)    2214.81  (feet)  COMP
 TG0686  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 TG0686
 TG0686  VERT ORDER  -  SECOND    CLASS 0
 TG0686
 TG0686.The horizontal coordinates were scaled from a topographic map and have
 TG0686.an estimated accuracy of +/- 6 seconds.
 TG0686
 TG0686.The orthometric height was determined by differential leveling
 TG0686.and adjusted by the National Geodetic Survey in June 1991..
 TG0686
 TG0686.The geoid height was determined by GEOID03.
 TG0686
 TG0686.The dynamic height is computed by dividing the NAVD 88
 TG0686.geopotential number by the normal gravity value computed on the
 TG0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0686.degrees latitude (g = 980.6199 gals.).
 TG0686
 TG0686.The modeled gravity was interpolated from observed gravity values.
 TG0686
 TG0686;                    North         East    Units  Estimated Accuracy
 TG0686;SPC ND N     -   127,940.      475,540.      MT  (+/- 180 meters Scaled)
 TG0686
 TG0686                          SUPERSEDED SURVEY CONTROL
 TG0686
 TG0686  NGVD 29 (??/??/92)  674.54   (m)         2213.1    (f) COMPUTED    2 0
 TG0686
 TG0686.Superseded values are not recommended for survey control.
 TG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0686.See file dsdata.txt to determine how the superseded data were derived.
 TG0686
 TG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103355(NAD 83)
 TG0686_MARKER: DR = REFERENCE MARK DISK
 TG0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0686_STAMPING: G 9 Z NO 2 1962
 TG0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0686+STABILITY: SURFACE MOTION
 TG0686
 TG0686  HISTORY     - Date     Condition        Report By
 TG0686  HISTORY     - 1962     MONUMENTED       CGS
 TG0686  HISTORY     - 1963     GOOD             NGS
 TG0686
 TG0686                          STATION DESCRIPTION
 TG0686
 TG0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0686'15.5 MI NW FROM PARSHALL.
 TG0686'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0686'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0686'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0686'A GRAVELED COUNTY ROAD, THENCE 8.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0686'ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED COUNTY ROAD, 38.0 FEET
 TG0686'SOUTH OF THE CENTERLINE OF THE ROAD, 107.0 FEET WEST OF R.M. 1, 42.6
 TG0686'FEET WEST OF THE STATION MARK, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0686'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S
 TG0686'30, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1459 ***********************************************************************
 TG1459  DESIGNATION -  G 90
 TG1459  PID         -  TG1459
 TG1459  STATE/COUNTY-  ND/DIVIDE
 TG1459  USGS QUAD   -  COLGAN EAST (1983)
 TG1459
 TG1459                         *CURRENT SURVEY CONTROL
 TG1459  ___________________________________________________________________
 TG1459* NAD 83(1986)-  48 57 13.     (N)    103 31 52.     (W)     SCALED    
 TG1459* NAVD 88     -       632.249  (meters)    2074.30   (feet)  ADJUSTED  
 TG1459  ___________________________________________________________________
 TG1459  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TG1459  DYNAMIC HT  -         632.376 (meters)    2074.72  (feet)  COMP
 TG1459  MODELED GRAV-     980,790.2   (mgal)                       NAVD 88
 TG1459
 TG1459  VERT ORDER  -  SECOND    CLASS 0
 TG1459
 TG1459.The horizontal coordinates were scaled from a topographic map and have
 TG1459.an estimated accuracy of +/- 6 seconds.
 TG1459
 TG1459.The orthometric height was determined by differential leveling
 TG1459.and adjusted by the National Geodetic Survey in June 1991..
 TG1459
 TG1459.The geoid height was determined by GEOID03.
 TG1459
 TG1459.The dynamic height is computed by dividing the NAVD 88
 TG1459.geopotential number by the normal gravity value computed on the
 TG1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1459.degrees latitude (g = 980.6199 gals.).
 TG1459
 TG1459.The modeled gravity was interpolated from observed gravity values.
 TG1459
 TG1459;                    North         East    Units  Estimated Accuracy
 TG1459;SPC ND N     -   221,590.      378,050.      MT  (+/- 180 meters Scaled)
 TG1459
 TG1459                          SUPERSEDED SURVEY CONTROL
 TG1459
 TG1459  NGVD 29 (??/??/92)  631.759  (m)         2072.70   (f) ADJ UNCH    2 0
 TG1459
 TG1459.Superseded values are not recommended for survey control.
 TG1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1459.See file dsdata.txt to determine how the superseded data were derived.
 TG1459
 TG1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ075233(NAD 83)
 TG1459_MARKER: DB = BENCH MARK DISK
 TG1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1459_STAMPING: G 90 1934
 TG1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1459+STABILITY: SURFACE MOTION
 TG1459
 TG1459  HISTORY     - Date     Condition        Report By
 TG1459  HISTORY     - 1934     MONUMENTED       CGS
 TG1459  HISTORY     - 1951     GOOD             NGS
 TG1459
 TG1459                          STATION DESCRIPTION
 TG1459
 TG1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1459'2.2 MI W FROM AMBROSE.
 TG1459'2.2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TG1459'RAILROAD FROM THE STATION AT AMBROSE, DIVIDE COUNTY, ABOUT 0.1 MILE
 TG1459'WEST OF MILEPOST 593, 88 FEET NORTHWEST OF THE CENTER OF A
 TG1459'SECTION-LINE ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 47 FEET
 TG1459'WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.7 FEET SOUTH OF THE FENCE.
 TG1459'A STANDARD DISK, STAMPED G 90 1934 AND SET IN THE TOP OF A CONCRETE
 TG1459'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS,
 TG1459'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1067 ***********************************************************************
 TG1067  DESIGNATION -  G 91 RESET
 TG1067  PID         -  TG1067
 TG1067  STATE/COUNTY-  ND/DIVIDE
 TG1067  USGS QUAD   -  ALAMO NE (1948)
 TG1067
 TG1067                         *CURRENT SURVEY CONTROL
 TG1067  ___________________________________________________________________
 TG1067* NAD 83(1986)-  48 38 50.     (N)    103 19 11.     (W)     SCALED    
 TG1067* NAVD 88     -       699.40   (+/-2cm)    2294.6    (feet)  VERTCON   
 TG1067  ___________________________________________________________________
 TG1067  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 TG1067
 TG1067  VERT ORDER  -  THIRD (See Below)
 TG1067
 TG1067.The horizontal coordinates were scaled from a topographic map and have
 TG1067.an estimated accuracy of +/- 6 seconds.
 TG1067
 TG1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1067.The vertical order pertains to the NGVD 29 superseded value.
 TG1067
 TG1067.The geoid height was determined by GEOID03.
 TG1067
 TG1067;                    North         East    Units  Estimated Accuracy
 TG1067;SPC ND N     -   186,950.      392,270.      MT  (+/- 180 meters Scaled)
 TG1067
 TG1067                          SUPERSEDED SURVEY CONTROL
 TG1067
 TG1067  NGVD 29 (11/04/04)  698.92   (m)         2293.0    (f) RESET       3  
 TG1067
 TG1067.Superseded values are not recommended for survey control.
 TG1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1067.See file dsdata.txt to determine how the superseded data were derived.
 TG1067
 TG1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP237896(NAD 83)
 TG1067_MARKER: DB = BENCH MARK DISK
 TG1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1067_STAMPING: G 91 RESET 1952
 TG1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1067+STABILITY: SURFACE MOTION
 TG1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1067+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 TG1067
 TG1067  HISTORY     - Date     Condition        Report By
 TG1067  HISTORY     - 1952     MONUMENTED       NDHD
 TG1067  HISTORY     - 20041012 GOOD             NDWC
 TG1067
 TG1067                          STATION DESCRIPTION
 TG1067
 TG1067'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 TG1067'2.8 MI NE FROM CORINTH.
 TG1067'IN DIVIDE COUNTY, 2.8 MILES NORTHEAST ALONG STATE HIGHWAY 42 FROM THE
 TG1067'GREAT NORTHERN RAILWAY STATION AT CORINTH, WILLIAMS COUNTY, 147 FEET
 TG1067'NORTH OF A POWER-TRANSMISSION LINE POLE, AT THE INTERSECTION OF A
 TG1067'SECTION-LINE ROAD, 102 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 TG1067'AND 65 FEET NORTH OF A WHITE HIGHWAY MARKER.  A STANDARD DISK, STAMPED
 TG1067'G 91 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 TG1067
 TG1067                          STATION RECOVERY (2004)
 TG1067
 TG1067'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0420 ***********************************************************************
 SO0420  DESIGNATION -  G 92
 SO0420  PID         -  SO0420
 SO0420  STATE/COUNTY-  ND/DUNN
 SO0420  USGS QUAD   -  LOST BRIDGE (1970)
 SO0420
 SO0420                         *CURRENT SURVEY CONTROL
 SO0420  ___________________________________________________________________
 SO0420* NAD 83(1986)-  47 37 15.     (N)    102 46 33.     (W)     SCALED    
 SO0420* NAVD 88     -       587.308  (meters)    1926.86   (feet)  ADJUSTED  
 SO0420  ___________________________________________________________________
 SO0420  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0420  DYNAMIC HT  -         587.367 (meters)    1927.05  (feet)  COMP
 SO0420  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 SO0420
 SO0420  VERT ORDER  -  SECOND    CLASS 0
 SO0420
 SO0420.The horizontal coordinates were scaled from a topographic map and have
 SO0420.an estimated accuracy of +/- 6 seconds.
 SO0420
 SO0420.The orthometric height was determined by differential leveling
 SO0420.and adjusted by the National Geodetic Survey in June 1991..
 SO0420
 SO0420.The geoid height was determined by GEOID03.
 SO0420
 SO0420.The dynamic height is computed by dividing the NAVD 88
 SO0420.geopotential number by the normal gravity value computed on the
 SO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0420.degrees latitude (g = 980.6199 gals.).
 SO0420
 SO0420.The modeled gravity was interpolated from observed gravity values.
 SO0420
 SO0420;                    North         East    Units  Estimated Accuracy
 SO0420;SPC ND S     -   219,710.      428,940.      MT  (+/- 180 meters Scaled)
 SO0420
 SO0420                          SUPERSEDED SURVEY CONTROL
 SO0420
 SO0420  NGVD 29 (??/??/92)  586.824  (m)         1925.27   (f) ADJ UNCH    2 0
 SO0420
 SO0420.Superseded values are not recommended for survey control.
 SO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0420.See file dsdata.txt to determine how the superseded data were derived.
 SO0420
 SO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN671765(NAD 83)
 SO0420_MARKER: DB = BENCH MARK DISK
 SO0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0420_STAMPING: G-92 1934
 SO0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0420+STABILITY: SURFACE MOTION
 SO0420
 SO0420  HISTORY     - Date     Condition        Report By
 SO0420  HISTORY     - 1934     MONUMENTED       CGS
 SO0420  HISTORY     - 1940     GOOD             NGS
 SO0420
 SO0420                          STATION DESCRIPTION
 SO0420
 SO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0420'14.2 MI S FROM CROFF.
 SO0420'IN DUNN COUNTY, 14.2 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST
 SO0420'OFFICE AT CROFF, MCKENZIE COUNTY, ABOUT 1.9 MILES NORTH OF THE LITTLE
 SO0420'MISSOURI RIVER BRIDGE AT THE NORTH-WEST END OF A LEVEL STRETCH ON A
 SO0420'VALLEY FLOOR, 236 FEET SOUTH-EAST OF THE BASE OF A BLUFF TO THE
 SO0420'SOUTH-WEST, 28.5 FEET SOUTH-WEST OF THE CENTER LINE OF THE HIGHWAY AND
 SO0420'1.5 FEET SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 SO0420'DISK, STAMPED G-92 1934 AND SET IN THE TOP OF A CONCRETE POST 0.8 FOOT
 SO0420'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0615 ***********************************************************************
 SO0615  DESIGNATION -  G 93
 SO0615  PID         -  SO0615
 SO0615  STATE/COUNTY-  ND/MCKENZIE
 SO0615  USGS QUAD   -  ALEXANDER (1972)
 SO0615
 SO0615                         *CURRENT SURVEY CONTROL
 SO0615  ___________________________________________________________________
 SO0615* NAD 83(1986)-  47 50 31.     (N)    103 38 31.     (W)     SCALED    
 SO0615* NAVD 88     -       664.988  (meters)    2181.71   (feet)  ADJUSTED  
 SO0615  ___________________________________________________________________
 SO0615  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0615  DYNAMIC HT  -         665.048 (meters)    2181.91  (feet)  COMP
 SO0615  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SO0615
 SO0615  VERT ORDER  -  SECOND    CLASS 0
 SO0615
 SO0615.The horizontal coordinates were scaled from a topographic map and have
 SO0615.an estimated accuracy of +/- 6 seconds.
 SO0615
 SO0615.The orthometric height was determined by differential leveling
 SO0615.and adjusted by the National Geodetic Survey in June 1991..
 SO0615
 SO0615.The geoid height was determined by GEOID03.
 SO0615
 SO0615.The dynamic height is computed by dividing the NAVD 88
 SO0615.geopotential number by the normal gravity value computed on the
 SO0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0615.degrees latitude (g = 980.6199 gals.).
 SO0615
 SO0615.The modeled gravity was interpolated from observed gravity values.
 SO0615
 SO0615;                    North         East    Units  Estimated Accuracy
 SO0615;SPC ND N     -    98,410.      364,890.      MT  (+/- 180 meters Scaled)
 SO0615
 SO0615                          SUPERSEDED SURVEY CONTROL
 SO0615
 SO0615  NGVD 29 (??/??/92)  664.449  (m)         2179.95   (f) ADJ UNCH    2 0
 SO0615
 SO0615.Superseded values are not recommended for survey control.
 SO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0615.See file dsdata.txt to determine how the superseded data were derived.
 SO0615
 SO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN016996(NAD 83)
 SO0615_MARKER: DB = BENCH MARK DISK
 SO0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0615_STAMPING: G-93 -- 1934
 SO0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0615+STABILITY: SURFACE MOTION
 SO0615
 SO0615  HISTORY     - Date     Condition        Report By
 SO0615  HISTORY     - 1934     MONUMENTED       CGS
 SO0615  HISTORY     - 1972     MARK NOT FOUND   USGS
 SO0615
 SO0615                          STATION DESCRIPTION
 SO0615
 SO0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0615'IN ALEXANDER.
 SO0615'AT ALEXANDER.  IN SOUTHWEST CORNER OF THE CITY PARK.  0.5 OF MILE
 SO0615'NORTH OF THE GREAT NORTHERN RAILWAY DEPOT.  55 YARDS SOUTHWEST OF
 SO0615'SOUTHWEST SIDE OF GRAND STAND IN PARK.  38 YARDS NORTH OF WHITE EAGLE
 SO0615'OIL STATION.  40 FEET EAST OF CENTER LINE OF MAIN STREET AND U.S. HWY.
 SO0615'85.  24.5 FEET NORTH OF SOUTHWEST CORNER OF PARK.  2.7 FEET EAST OF
 SO0615'FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 SO0615'NOTE-- THE FENCE HAS BEEN REMOVED.
 SO0615
 SO0615                          STATION RECOVERY (1972)
 SO0615
 SO0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SO0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0592 ***********************************************************************
 SO0592  DESIGNATION -  G 94
 SO0592  PID         -  SO0592
 SO0592  STATE/COUNTY-  ND/MCKENZIE
 SO0592  USGS QUAD   -  TROTTERS (1974)
 SO0592
 SO0592                         *CURRENT SURVEY CONTROL
 SO0592  ___________________________________________________________________
 SO0592* NAD 83(1986)-  47 22 24.     (N)    103 54 23.     (W)     SCALED    
 SO0592* NAVD 88     -       737.167  (meters)    2418.52   (feet)  ADJUSTED  
 SO0592  ___________________________________________________________________
 SO0592  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 SO0592  DYNAMIC HT  -         737.199 (meters)    2418.63  (feet)  COMP
 SO0592  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 SO0592
 SO0592  VERT ORDER  -  SECOND    CLASS 0
 SO0592
 SO0592.The horizontal coordinates were scaled from a topographic map and have
 SO0592.an estimated accuracy of +/- 6 seconds.
 SO0592
 SO0592.The orthometric height was determined by differential leveling
 SO0592.and adjusted by the National Geodetic Survey in June 1991..
 SO0592
 SO0592.The geoid height was determined by GEOID03.
 SO0592
 SO0592.The dynamic height is computed by dividing the NAVD 88
 SO0592.geopotential number by the normal gravity value computed on the
 SO0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0592.degrees latitude (g = 980.6199 gals.).
 SO0592
 SO0592.The modeled gravity was interpolated from observed gravity values.
 SO0592
 SO0592;                    North         East    Units  Estimated Accuracy
 SO0592;SPC ND N     -    47,200.      342,820.      MT  (+/- 180 meters Scaled)
 SO0592
 SO0592                          SUPERSEDED SURVEY CONTROL
 SO0592
 SO0592  NGVD 29 (??/??/92)  736.577  (m)         2416.59   (f) ADJ UNCH    2 0
 SO0592
 SO0592.Superseded values are not recommended for survey control.
 SO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0592.See file dsdata.txt to determine how the superseded data were derived.
 SO0592
 SO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN825472(NAD 83)
 SO0592_MARKER: DB = BENCH MARK DISK
 SO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0592_STAMPING: G 94 1934
 SO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0592+STABILITY: SURFACE MOTION
 SO0592
 SO0592  HISTORY     - Date     Condition        Report By
 SO0592  HISTORY     - 1934     MONUMENTED       CGS
 SO0592  HISTORY     - 1938     GOOD             NGS
 SO0592
 SO0592                          STATION DESCRIPTION
 SO0592
 SO0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0592'37.7 MI N FROM BEACH.
 SO0592'IN MCKENZIE COUNTY, 37.7 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE
 SO0592'COUNTY COURTHOUSE AT BEACH, GOLDEN VALLEY COUNTY, 4.1 MILES NORTHEAST
 SO0592'OF TROTTERS, GOLDEN VALLEY COUNTY, AT A RIGHT-ANGLE TURN, 75.5 FEET
 SO0592'SOUTHWEST OF A CORNER POST OF THE EAST SECTION-LINE FENCE, 72 FEET
 SO0592'SOUTHEAST OF A CORNER POST OF THE WEST SECTION-LINE FENCE, AND 32 FEET
 SO0592'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0592'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0033 ***********************************************************************
 RS0033  DESIGNATION -  G 96
 RS0033  PID         -  RS0033
 RS0033  STATE/COUNTY-  ND/HETTINGER
 RS0033  USGS QUAD   -  WHITE BUTTE EAST (1960)
 RS0033
 RS0033                         *CURRENT SURVEY CONTROL
 RS0033  ___________________________________________________________________
 RS0033* NAD 83(1986)-  46 30 58.     (N)    102 19 05.     (W)     SCALED    
 RS0033* NAVD 88     -       743.183  (meters)    2438.26   (feet)  ADJUSTED  
 RS0033  ___________________________________________________________________
 RS0033  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RS0033  DYNAMIC HT  -         743.143 (meters)    2438.13  (feet)  COMP
 RS0033  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 RS0033
 RS0033  VERT ORDER  -  SECOND    CLASS 0
 RS0033
 RS0033.The horizontal coordinates were scaled from a topographic map and have
 RS0033.an estimated accuracy of +/- 6 seconds.
 RS0033
 RS0033.The orthometric height was determined by differential leveling
 RS0033.and adjusted by the National Geodetic Survey in June 1991..
 RS0033
 RS0033.The geoid height was determined by GEOID03.
 RS0033
 RS0033.The dynamic height is computed by dividing the NAVD 88
 RS0033.geopotential number by the normal gravity value computed on the
 RS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0033.degrees latitude (g = 980.6199 gals.).
 RS0033
 RS0033.The modeled gravity was interpolated from observed gravity values.
 RS0033
 RS0033;                    North         East    Units  Estimated Accuracy
 RS0033;SPC ND S     -    96,040.      460,500.      MT  (+/- 180 meters Scaled)
 RS0033
 RS0033                          SUPERSEDED SURVEY CONTROL
 RS0033
 RS0033  NGVD 29 (??/??/92)  742.653  (m)         2436.52   (f) ADJ UNCH    2 0
 RS0033
 RS0033.Superseded values are not recommended for survey control.
 RS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0033.See file dsdata.txt to determine how the superseded data were derived.
 RS0033
 RS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM057548(NAD 83)
 RS0033_MARKER: DB = BENCH MARK DISK
 RS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0033_STAMPING: G-96 -- 1934
 RS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0033+STABILITY: SURFACE MOTION
 RS0033
 RS0033  HISTORY     - Date     Condition        Report By
 RS0033  HISTORY     - 1934     MONUMENTED       CGS
 RS0033  HISTORY     - 1961     MARK NOT FOUND   NGS
 RS0033
 RS0033                          STATION DESCRIPTION
 RS0033
 RS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0033'10.3 MI N FROM MOTT.
 RS0033'10.3 MILES NORTH OF THE POST OFFICE AT MOTT. 0.3 OF MILE NORTH OF A
 RS0033'CONCRETE BRIDGE OVER THIRTY MILE CREEK. 100 YARDS NORTH OF CENTERLINE
 RS0033'OF A GRADED COUNTY ROAD GOING EAST FROM HIGHWAY. 89 FEET NORTH OF
 RS0033'CENTERLINE OF A GRADED COUNTY ROAD GOING WEST FROM HIGHWAY. 40 FEET
 RS0033'WEST OF CENTERLINE OF HIGHWAY. 5 FEET SOUTH OF A TELEPHONE POLE AND IN
 RS0033'LINE WITH POLES.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 6
 RS0033'INCHES HIGH.
 RS0033
 RS0033                          STATION RECOVERY (1961)
 RS0033
 RS0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RS0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0023 ***********************************************************************
 QT0023  DESIGNATION -  G 97
 QT0023  PID         -  QT0023
 QT0023  STATE/COUNTY-  ND/ADAMS
 QT0023  USGS QUAD   -  WHITE BUTTE (1974)
 QT0023
 QT0023                         *CURRENT SURVEY CONTROL
 QT0023  ___________________________________________________________________
 QT0023* NAD 83(1986)-  45 58 25.     (N)    102 16 07.     (W)     SCALED    
 QT0023* NAVD 88     -       762.562  (meters)    2501.84   (feet)  ADJUSTED  
 QT0023  ___________________________________________________________________
 QT0023  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 QT0023  DYNAMIC HT  -         762.478 (meters)    2501.56  (feet)  COMP
 QT0023  MODELED GRAV-     980,479.4   (mgal)                       NAVD 88
 QT0023
 QT0023  VERT ORDER  -  SECOND    CLASS 0
 QT0023
 QT0023.The horizontal coordinates were scaled from a topographic map and have
 QT0023.an estimated accuracy of +/- 6 seconds.
 QT0023
 QT0023.The orthometric height was determined by differential leveling
 QT0023.and adjusted by the National Geodetic Survey in June 1991..
 QT0023
 QT0023.The geoid height was determined by GEOID03.
 QT0023
 QT0023.The dynamic height is computed by dividing the NAVD 88
 QT0023.geopotential number by the normal gravity value computed on the
 QT0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0023.degrees latitude (g = 980.6199 gals.).
 QT0023
 QT0023.The modeled gravity was interpolated from observed gravity values.
 QT0023
 QT0023;                    North         East    Units  Estimated Accuracy
 QT0023;SPC ND S     -    35,660.      462,940.      MT  (+/- 180 meters Scaled)
 QT0023
 QT0023                          SUPERSEDED SURVEY CONTROL
 QT0023
 QT0023  NGVD 29 (??/??/92)  762.068  (m)         2500.22   (f) ADJ UNCH    2 0
 QT0023
 QT0023.Superseded values are not recommended for survey control.
 QT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0023.See file dsdata.txt to determine how the superseded data were derived.
 QT0023
 QT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL115947(NAD 83)
 QT0023_MARKER: DB = BENCH MARK DISK
 QT0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QT0023_STAMPING: G 97 1934
 QT0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0023+STABILITY: SURFACE MOTION
 QT0023
 QT0023  HISTORY     - Date     Condition        Report By
 QT0023  HISTORY     - 1934     MONUMENTED       CGS
 QT0023  HISTORY     - 1938     GOOD             NGS
 QT0023  HISTORY     - 1974     MARK NOT FOUND   USGS
 QT0023
 QT0023                          STATION DESCRIPTION
 QT0023
 QT0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QT0023'2.5 MI N FROM PETREL.
 QT0023'2.5 MILES NORTH ALONG A GRADED COUNTY ROAD (OLD STATE HIGHWAY 8)
 QT0023'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 QT0023'AT PETREL, ADAMS COUNTY, 1.9 MILES NORTH OF THE RAILROAD CROSSING,
 QT0023'84 YARDS SOUTHWEST OF A FARMHOUSE, AT A ROAD INTERSECTION, 64
 QT0023'FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 31.5 FEET NORTH
 QT0023'OF THE CENTER LINE OF THE SECTION-LINE ROAD, AND 1.5 FEET SOUTH OF
 QT0023'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 97 1934 AND
 QT0023'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QT0023
 QT0023                          STATION RECOVERY (1974)
 QT0023
 QT0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QT0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0241 ***********************************************************************
 RS0241  DESIGNATION -  G 98
 RS0241  PID         -  RS0241
 RS0241  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0241  USGS QUAD   -  DRY BULLION CREEK (1979)
 RS0241
 RS0241                         *CURRENT SURVEY CONTROL
 RS0241  ___________________________________________________________________
 RS0241* NAD 83(1986)-  46 38 59.     (N)    103 40 10.     (W)     SCALED    
 RS0241* NAVD 88     -       861.347  (meters)    2825.94   (feet)  ADJUSTED  
 RS0241  ___________________________________________________________________
 RS0241  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 RS0241  DYNAMIC HT  -         861.319 (meters)    2825.84  (feet)  COMP
 RS0241  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 RS0241
 RS0241  VERT ORDER  -  SECOND    CLASS 0
 RS0241
 RS0241.The horizontal coordinates were scaled from a topographic map and have
 RS0241.an estimated accuracy of +/- 6 seconds.
 RS0241
 RS0241.The orthometric height was determined by differential leveling
 RS0241.and adjusted by the National Geodetic Survey in June 1991..
 RS0241
 RS0241.The geoid height was determined by GEOID03.
 RS0241
 RS0241.The dynamic height is computed by dividing the NAVD 88
 RS0241.geopotential number by the normal gravity value computed on the
 RS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0241.degrees latitude (g = 980.6199 gals.).
 RS0241
 RS0241.The modeled gravity was interpolated from observed gravity values.
 RS0241
 RS0241;                    North         East    Units  Estimated Accuracy
 RS0241;SPC ND S     -   114,170.      357,450.      MT  (+/- 180 meters Scaled)
 RS0241
 RS0241                          SUPERSEDED SURVEY CONTROL
 RS0241
 RS0241  NGVD 29 (??/??/92)  860.821  (m)         2824.21   (f) ADJ UNCH    2 0
 RS0241
 RS0241.Superseded values are not recommended for survey control.
 RS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0241.See file dsdata.txt to determine how the superseded data were derived.
 RS0241
 RS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM018671(NAD 83)
 RS0241_MARKER: DB = BENCH MARK DISK
 RS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0241_STAMPING: G-98 -- 1934
 RS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0241+STABILITY: SURFACE MOTION
 RS0241
 RS0241  HISTORY     - Date     Condition        Report By
 RS0241  HISTORY     - 1934     MONUMENTED       CGS
 RS0241  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0241
 RS0241                          STATION DESCRIPTION
 RS0241
 RS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0241'26.4 MI S FROM MEDORA.
 RS0241'26.4 MILES SOUTH OF THE NORTHERN PACIFIC DEPOT AT MEDORA.  0.3 OF MILE
 RS0241'NORTHEAST OF ROAD CUT IN SIDE OF HILL.  IN SOUTHWEST CORNER OF A HAY
 RS0241'MEADOW.  10 FEET NORTHWEST OF GATE POST. 9 FEET NORTH OF EAST AND WEST
 RS0241'SECTION LINE FENCE. 3 FEET EAST OF NORTH AND SOUTH SECTION LINE FENCE.
 RS0241'A STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 RS0241'NOTE--IN SW 1/4 OF SEC 27, T137N, R103W.
 RS0241
 RS0241                          STATION RECOVERY (1974)
 RS0241
 RS0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0241'NOTE--FENCE AND HAY MEADOW GONE, RD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0082 ***********************************************************************
 RS0082  DESIGNATION -  G 99
 RS0082  PID         -  RS0082
 RS0082  STATE/COUNTY-  ND/HETTINGER
 RS0082  USGS QUAD   -  REGENT (1966)
 RS0082
 RS0082                         *CURRENT SURVEY CONTROL
 RS0082  ___________________________________________________________________
 RS0082* NAD 83(1986)-  46 24 47.     (N)    102 32 40.     (W)     SCALED    
 RS0082* NAVD 88     -       753.995  (meters)    2473.73   (feet)  ADJUSTED  
 RS0082  ___________________________________________________________________
 RS0082  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 RS0082  DYNAMIC HT  -         753.954 (meters)    2473.60  (feet)  COMP
 RS0082  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 RS0082
 RS0082  VERT ORDER  -  SECOND    CLASS 0
 RS0082
 RS0082.The horizontal coordinates were scaled from a topographic map and have
 RS0082.an estimated accuracy of +/- 6 seconds.
 RS0082
 RS0082.The orthometric height was determined by differential leveling
 RS0082.and adjusted by the National Geodetic Survey in June 1991..
 RS0082
 RS0082.The geoid height was determined by GEOID03.
 RS0082
 RS0082.The dynamic height is computed by dividing the NAVD 88
 RS0082.geopotential number by the normal gravity value computed on the
 RS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0082.degrees latitude (g = 980.6199 gals.).
 RS0082
 RS0082.The modeled gravity was interpolated from observed gravity values.
 RS0082
 RS0082;                    North         East    Units  Estimated Accuracy
 RS0082;SPC ND S     -    85,010.      442,840.      MT  (+/- 180 meters Scaled)
 RS0082
 RS0082                          SUPERSEDED SURVEY CONTROL
 RS0082
 RS0082  NGVD 29 (??/??/92)  753.477  (m)         2472.03   (f) ADJ UNCH    2 0
 RS0082
 RS0082.Superseded values are not recommended for survey control.
 RS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0082.See file dsdata.txt to determine how the superseded data were derived.
 RS0082
 RS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM887428(NAD 83)
 RS0082_MARKER: DB = BENCH MARK DISK
 RS0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0082_STAMPING: G 99 1934
 RS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0082+STABILITY: SURFACE MOTION
 RS0082
 RS0082  HISTORY     - Date     Condition        Report By
 RS0082  HISTORY     - 1934     MONUMENTED       CGS
 RS0082  HISTORY     - 1965     GOOD             NGS
 RS0082  HISTORY     - 1972     GOOD             LOCSUR
 RS0082
 RS0082                          STATION DESCRIPTION
 RS0082
 RS0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RS0082'0.8 MI SE FROM REGENT.
 RS0082'0.8 MILE SOUTHEAST OF REGENT ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 RS0082'AND PACIFIC RAILROAD IN THE NORTHWEST CORNER SECTION 19 T134 N., R. 94
 RS0082'W.  86 FEET SOUTHEAST, 36 FEET SOUTHWEST AND 1.2 FEET HIGHER THAN A
 RS0082'ROAD CROSSING, 3 FEET NORTHEAST OF A TELEPHONE POLE.  IN A CONCRETE
 RS0082'POST, FLUSH WITH THE GROUND.  A STANDARD DISK STAMPED G 99 1934.
 RS0082
 RS0082                          STATION RECOVERY (1972)
 RS0082
 RS0082'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 RS0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1052 ***********************************************************************
 RP1052  DESIGNATION -  GALCHUTT
 RP1052  PID         -  RP1052
 RP1052  STATE/COUNTY-  ND/RICHLAND
 RP1052  USGS QUAD   -  GALCHUTT (1979)
 RP1052
 RP1052                         *CURRENT SURVEY CONTROL
 RP1052  ___________________________________________________________________
 RP1052* NAD 83(1996)-  46 23 57.51471(N)    096 50 24.35397(W)     ADJUSTED  
 RP1052* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 RP1052  ___________________________________________________________________
 RP1052  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 RP1052  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 RP1052
 RP1052  HORZ ORDER  -  SECOND
 RP1052
 RP1052.The horizontal coordinates were established by classical geodetic methods
 RP1052.and adjusted by the National Geodetic Survey in January 1998..
 RP1052
 RP1052.The orthometric height was scaled from a topographic map.
 RP1052
 RP1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1052
 RP1052.The geoid height was determined by GEOID03.
 RP1052
 RP1052;                    North         East     Units Scale Factor Converg.
 RP1052;SPC ND S     -    87,993.308   881,349.934   MT  0.99996455   +2 40 10.1
 RP1052;SPC ND S     -   288,691.96  2,891,568.02   iFT  0.99996455   +2 40 10.1
 RP1052;SPC MN C     -   258,784.405   600,861.523   MT  0.99992265   -1 52 25.1
 RP1052;UTM  14      - 5,140,681.946   666,037.150   MT  0.99993888   +1 33 52.1
 RP1052
 RP1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1052!SPC ND S     -   0.99995849  x   0.99996455  =   0.99992304
 RP1052!SPC MN C     -   0.99995849  x   0.99992265  =   0.99988115
 RP1052!UTM  14      -   0.99995849  x   0.99993888  =   0.99989738
 RP1052
 RP1052:                Primary Azimuth Mark                     Grid Az
 RP1052:SPC ND S     -  ABERCROMBIE GRAIN CO ELEVATOR            055 03 58.4
 RP1052:SPC MN C     -  ABERCROMBIE GRAIN CO ELEVATOR            059 36 33.6
 RP1052:UTM  14      -  ABERCROMBIE GRAIN CO ELEVATOR            056 10 16.4
 RP1052
 RP1052|---------------------------------------------------------------------|
 RP1052| PID    Reference Object                     Distance      Geod. Az  |
 RP1052|                                                           dddmmss.s |
 RP1052| RP1032 ABERCROMBIE GRAIN CO ELEVATOR       APPROX.11.8 KM 0574408.5 |
 RP1052| RP1051 GALCHUTT FARM ELEV MID LT ROD       APPROX. 2.8 KM 1185502.6 |
 RP1052| CO9578 GALCHUTT RM 1                        28.140 METERS 14504     |
 RP1052| CO9577 GALCHUTT AZ MK                                     2643554.5 |
 RP1052| CO9579 GALCHUTT RM 2                        25.530 METERS 28044     |
 RP1052| RP1056 COLFAX GRAIN CO ELEV SW VENT        APPROX. 8.3 KM 3404514.2 |
 RP1052|---------------------------------------------------------------------|
 RP1052
 RP1052                          SUPERSEDED SURVEY CONTROL
 RP1052
 RP1052  NAD 83(1986)-  46 23 57.51347(N)    096 50 24.34451(W) AD(       ) 2
 RP1052  NAD 27      -  46 23 57.65400(N)    096 50 23.05200(W) AD(       ) 2
 RP1052
 RP1052.Superseded values are not recommended for survey control.
 RP1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1052.See file dsdata.txt to determine how the superseded data were derived.
 RP1052
 RP1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6603740682(NAD 83)
 RP1052_MARKER: DS = TRIANGULATION STATION DISK
 RP1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1052
 RP1052  HISTORY     - Date     Condition        Report By
 RP1052  HISTORY     - 1954     MONUMENTED       CGS
 RP1052
 RP1052                          STATION DESCRIPTION
 RP1052
 RP1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1052'THE STATION IS LOCATED IN MR. JOHN WELWERDING FARMYARD.  (FARM
 RP1052'NOW ABANDONED) IT IS 6 MILES SOUTHWEST OF ABERCOMBIE, 5
 RP1052'MILES SOUTH-SOUTHEAST OF COLFAX, AND 1.5 MILES NORTHWEST
 RP1052'OF GALCHUTT.
 RP1052'
 RP1052'REACHED FROM THE RAILROAD DEPOT IN GALCHUTT BY GOING NORTH
 RP1052'FOR 0.8 MILE TO A T-ROAD.  TURN LEFT, WEST, AND GO 1.4 MILES
 RP1052'TO THE STATION ON THE RIGHT.
 RP1052'
 RP1052'THE STATION MARK, 191 FEET EAST OF A NORTH-SOUTH ROAD, 130
 RP1052'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SHED, IS 3 FEET
 RP1052'NORTH OF A WITNESS POST.  THE MARK IS LEVEL WITH THE GROUND
 RP1052'AND THE DISK IS STAMPED GALCHUTT 1954.
 RP1052'
 RP1052'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, 35 FEET SOUTH
 RP1052'OF A CONCRETE FOUNDATION, PROJECTS 3 INCHES, AND THE DISK
 RP1052'IS STAMPED GALCHUTT NO 1 1954.
 RP1052'
 RP1052'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 108 FEET
 RP1052'EAST OF THE NORTH-SOUTH ROAD, 68 FEET NORTH OF THE SHED,
 RP1052'PROJECTS 5 INCHES, AND THE DISK IS STAMPED GALCHUTT NO 2 1954.
 RP1052'
 RP1052'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 RP1052'IS 50 FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 RP1052'2 FEET NORTH OF A GUYED POWER POLE, 1.5 FEET EAST OF A WITNESS
 RP1052'POST, PROJECTS 4 INCHES, AND THE DISK IS STAMPED GALCHUTT
 RP1052'1954.
 RP1052'
 RP1052'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1051 ***********************************************************************
 RP1051  DESIGNATION -  GALCHUTT FARM ELEV MID LT ROD
 RP1051  PID         -  RP1051
 RP1051  STATE/COUNTY-  ND/RICHLAND
 RP1051  USGS QUAD   -  GALCHUTT (1979)
 RP1051
 RP1051                         *CURRENT SURVEY CONTROL
 RP1051  ___________________________________________________________________
 RP1051* NAD 83(1996)-  46 23 14.24572(N)    096 48 31.20618(W)     ADJUSTED  
 RP1051* NAVD 88     -                                                        
 RP1051  ___________________________________________________________________
 RP1051  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 RP1051  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 RP1051
 RP1051  HORZ ORDER  -  THIRD
 RP1051
 RP1051.The horizontal coordinates were established by classical geodetic methods
 RP1051.and adjusted by the National Geodetic Survey in January 1998..
 RP1051
 RP1051
 RP1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1051
 RP1051.The geoid height was determined by GEOID03.
 RP1051
 RP1051;                    North         East     Units Scale Factor Converg.
 RP1051;SPC ND S     -    86,771.844   883,827.053   MT  0.99996615   +2 41 32.6
 RP1051;SPC ND S     -   284,684.53  2,899,695.06   iFT  0.99996615   +2 41 32.6
 RP1051;SPC MN C     -   257,370.624   603,234.004   MT  0.99992244   -1 51 03.3
 RP1051;UTM  14      - 5,139,412.956   668,490.195   MT  0.99994897   +1 35 13.0
 RP1051
 RP1051                          SUPERSEDED SURVEY CONTROL
 RP1051
 RP1051  NAD 83(1986)-  46 23 14.24436(N)    096 48 31.19660(W) AD(       ) 4
 RP1051  NAD 27      -  46 23 14.39000(N)    096 48 29.91000(W) AD(       ) 3
 RP1051
 RP1051.Superseded values are not recommended for survey control.
 RP1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1051.See file dsdata.txt to determine how the superseded data were derived.
 RP1051
 RP1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6849039413(NAD 83)
 RP1051_MARKER: 84 = LIGHTNING ROD
 RP1051
 RP1051  HISTORY     - Date     Condition        Report By
 RP1051  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1051
 RP1051                          STATION DESCRIPTION
 RP1051
 RP1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1051'THE STATION IS MIDDLE ROD OF THREE ATOP THE MOST NORTHERLY
 RP1051'AND TALLEST OF THE TWO ELEVATORS LOCATED IN THE TOWN OF GALCHUTT.
 RP1051'IT IS A WHITE WOODEN BUILDING WITH A RED ROOF AND IS APPROXIMATELY
 RP1051'80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0614 ***********************************************************************
 RQ0614  DESIGNATION -  GALE
 RQ0614  PID         -  RQ0614
 RQ0614  STATE/COUNTY-  ND/BARNES
 RQ0614  USGS QUAD   -  MARION NW (1970)
 RQ0614
 RQ0614                         *CURRENT SURVEY CONTROL
 RQ0614  ___________________________________________________________________
 RQ0614* NAD 83(1996)-  46 44 29.04278(N)    098 25 07.13566(W)     ADJUSTED  
 RQ0614* NAVD 88     -       451.19   (+/-2cm)    1480.3    (feet)  VERTCON   
 RQ0614  ___________________________________________________________________
 RQ0614  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 RQ0614  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 RQ0614
 RQ0614  HORZ ORDER  -  FIRST
 RQ0614  VERT ORDER  -  THIRD ? (See Below)
 RQ0614
 RQ0614.The horizontal coordinates were established by classical geodetic methods
 RQ0614.and adjusted by the National Geodetic Survey in January 1998..
 RQ0614
 RQ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0614.The vertical order pertains to the NGVD 29 superseded value.
 RQ0614
 RQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0614
 RQ0614.The geoid height was determined by GEOID03.
 RQ0614
 RQ0614;                    North         East     Units Scale Factor Converg.
 RQ0614;SPC ND S     -   121,570.621   759,032.794   MT  0.99993717   +1 31 05.2
 RQ0614;SPC ND S     -   398,853.74  2,490,265.07   iFT  0.99993717   +1 31 05.2
 RQ0614;UTM  14      - 5,176,591.653   544,410.310   MT  0.99962424   +0 25 24.2
 RQ0614
 RQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0614!SPC ND S     -   0.99993314  x   0.99993717  =   0.99987031
 RQ0614!UTM  14      -   0.99993314  x   0.99962424  =   0.99955740
 RQ0614
 RQ0614:                Primary Azimuth Mark                     Grid Az
 RQ0614:SPC ND S     -  GALE AZ MK                               359 02 47.1
 RQ0614:UTM  14      -  GALE AZ MK                               000 08 28.1
 RQ0614
 RQ0614|---------------------------------------------------------------------|
 RQ0614| PID    Reference Object                     Distance      Geod. Az  |
 RQ0614|                                                           dddmmss.s |
 RQ0614| CO5023 GALE AZ MK                                         0003352.3 |
 RQ0614| CO5024 GALE RM 1                            48.789 METERS 00408     |
 RQ0614| CO5026 GALE RM 3                            13.655 METERS 08349     |
 RQ0614| CO5025 GALE RM 2                            18.498 METERS 27111     |
 RQ0614| RQ0709 DOMEK                               APPROX.15.1 KM 2722817.9 |
 RQ0614|---------------------------------------------------------------------|
 RQ0614
 RQ0614                          SUPERSEDED SURVEY CONTROL
 RQ0614
 RQ0614  NAD 83(1986)-  46 44 29.04722(N)    098 25 07.12614(W) AD(       ) 1
 RQ0614  NAD 27      -  46 44 29.10100(N)    098 25 05.80800(W) AD(       ) 1
 RQ0614  NGVD 29 (07/19/86)  450.83   (m)         1479.1    (f) LEVELING    3  
 RQ0614
 RQ0614.Superseded values are not recommended for survey control.
 RQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0614.See file dsdata.txt to determine how the superseded data were derived.
 RQ0614
 RQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4441076592(NAD 83)
 RQ0614_MARKER: DS = TRIANGULATION STATION DISK
 RQ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0614
 RQ0614  HISTORY     - Date     Condition        Report By
 RQ0614  HISTORY     - 1954     MONUMENTED       CGS
 RQ0614  HISTORY     - 1961     GOOD             CGS
 RQ0614  HISTORY     - 1968     GOOD             USGS
 RQ0614  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RQ0614
 RQ0614                          STATION DESCRIPTION
 RQ0614
 RQ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0614'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF A CULTIVATED
 RQ0614'FIELD, OWNED BY MR. DICK PLAGGEMEYER.  IT IS 10 MILES
 RQ0614'NORTH-NORTHWEST OF MARION AND 8 MILES EAST-NORTHEAST OF
 RQ0614'MONTPELIER.
 RQ0614'
 RQ0614'REACHED FROM THE POST OFFICE IN MARION BY GOING EAST ON THE
 RQ0614'MAIN STREET FOR 0.3 MI. TO A T-ROAD.  TURN LEFT, NORTH, AND
 RQ0614'GO 1.6 MILES TO A FORK.  TAKE THE LEFT ROAD, STATE
 RQ0614'HIGHWAY 46, AND GO WEST FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 RQ0614'TURN RIGHT, NORTH, AND GO 4.8 MILES TO A SIDE ROAD LEFT.
 RQ0614'TURN LEFT, WEST, AND GO 3.9 MILES TO A CROSSROAD.  TURN RIGHT,
 RQ0614'NORTH, AND GO 2.5 MILES TO THE STATION ON THE LEFT.
 RQ0614'
 RQ0614'THE STATION MARK, 96 FEET WEST OF THE APPROXIMATE CENTER OF A
 RQ0614'GRAVELED ROAD, 6 FEET WEST OF A WITNESS POST, 1 FOOT NORTH OF
 RQ0614'A WIRE FENCE, PROJECTS 5 INCHES, AND THE DISK IS STAMPED GALE
 RQ0614'1954.
 RQ0614'
 RQ0614'REFERENCE MARK NO. 1, NORTH OF THE STATION AND AT THE SOUTH
 RQ0614'EDGE OF A CLUMP OF TREES, IS 40 FEET SOUTHWEST OF A POWER POLE,
 RQ0614'40 FEET WEST OF A WIRE FENCE, AND PROJECTS 3 INCHES.  THE DISK
 RQ0614'IS STAMPED GALE NO 1 1954.
 RQ0614'
 RQ0614'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 2.5 FEET NORTH
 RQ0614'OF THE WIRE FENCE, AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 RQ0614'GALE NO 2 1954.
 RQ0614'
 RQ0614'THE AZIMUTH MARK, 0.6 MILE NORTH OF THE STATION, IS 50 FEET
 RQ0614'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2 FEET
 RQ0614'NORTH OF A WIRE FENCE, 2 FEET SOUTH OF A POWER POLE, 2 FEET
 RQ0614'SOUTHWEST OF A WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK
 RQ0614'IS STAMPED GALE 1954.
 RQ0614'
 RQ0614'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RQ0614
 RQ0614                          STATION RECOVERY (1961)
 RQ0614
 RQ0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0614'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0614'CONDITION.
 RQ0614'
 RQ0614'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MARION IS
 RQ0614'ADEQUATE FOR RECOVERY.
 RQ0614
 RQ0614                          STATION RECOVERY (1968)
 RQ0614
 RQ0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JWS)
 RQ0614'NOTE--
 RQ0614'
 RQ0614'STATION AND R.M. 2 FOUND IN GOOD CONDITION.
 RQ0614'
 RQ0614'R.M. 1 NOT FOUND.
 RQ0614
 RQ0614                          STATION RECOVERY (1969)
 RQ0614
 RQ0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RQ0614'STATION SURFACE MARK FOUND TILTED.  UNDERGROUND STATION
 RQ0614'MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK RECOVERED IN
 RQ0614'GOOD CONDITION, BUT WILL REQUIRE A 10 FOOT STAND AT THE STATION
 RQ0614'TO SEE THE AZIMUTH MARK DUE TO A RISE IN THE FIELD BETWEEN
 RQ0614'STATION MARK AND AZIMUTH MARK.  NO OBJECTS WERE VISIBLE
 RQ0614'FROM THE STATION AT GROUND LEVEL TO SET A NEW AZIMUTH MARK.
 RQ0614'REFERENCE MARK NO. 1 WAS NOT FOUND AND APPEARS DESTROYED BY
 RQ0614'FARM OPERATIONS.  REFERENCE MARK NO. 3 WAS SET.
 RQ0614'
 RQ0614'STATION IS NOW LOCATED AT THE NORTH EDGE OF A SHELTERBELT
 RQ0614'WHICH HAS GROWN UP IN DENSE UNDERGROWTH ABOUT 10 MILES
 RQ0614'NORTH-NORTHWEST OF MARION AND ABOUT 8 MILES EAST-NORTHEAST
 RQ0614'OF MONTPELIER.  STATION, A STANDARD DISK SET IN THE TOP OF A
 RQ0614'SQUARE CONCRETE POST AND STAMPED GALE 1954 1969 IS 99 FEET
 RQ0614'WEST OF THE CENTERLINE OF THE ROAD, 16 FEET SOUTH OF THE
 RQ0614'EDGE OF FIELD ALONG THE NORTH EDGE OF A SHELTER BELT AND 1
 RQ0614'FOOT NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 RQ0614'
 RQ0614'TO REACH FROM THE POST OFFICE IN MARION, GO EAST FOR 0.3
 RQ0614'MILE TO INTERSECTION WITH COUNTY ROAD 61.  TURN LEFT AND
 RQ0614'GO NORTH ON COUNTY ROAD 61 FOR 1.7 MILES TO JUNCTION OF
 RQ0614'STATE HIGHWAY 46.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 RQ0614'46 FOR 4.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 RQ0614'NORTH ON A GRAVELED ROAD FOR 7.75 MILES TO A FIELD DRIVEWAY
 RQ0614'LEFT AT THE NORTH EDGE OF A GROVE OF TREES AND STATION AS
 RQ0614'DESCRIBED.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.55 MILE
 RQ0614'TO SOUTHEAST CORNER OF YARD TO FARM HOUSE AND AZIMUTH MARK
 RQ0614'AS DESCRIBED.
 RQ0614'
 RQ0614'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 RQ0614'SQUARE CONCRETE POST AND STAMPED GALE NO 2 1934, IS 17
 RQ0614'FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD, 14 FEET
 RQ0614'EAST OF A COTTONWOOD TREE AND AT THE NORTH EDGE OF SHELTERBELT.
 RQ0614'THE MARK PROJECTS 4 INCHES.
 RQ0614'
 RQ0614'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 RQ0614'ROUND CONCRETE POST AND STAMPED GALE 1954 NO 3 1969, IS
 RQ0614'55 FEET WEST OF THE CENTERLINE OF ROAD AND 8 FEET SOUTH OF
 RQ0614'THE SOUTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS
 RQ0614'3 INCHES.
 RQ0614'
 RQ0614'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A SQUARE
 RQ0614'CONCRETE POST AND STAMPED GALE 1954 IS SET IN THE SOUTHEAST
 RQ0614'CORNER OF A LAWN, 55 FEET WEST OF THE CENTERLINE OF THE ROAD,
 RQ0614'5 FEET NORTH OF A WHITE BOARD FENCE, 1 FOOT SOUTHWEST OF A
 RQ0614'POWERLINE POLE AND 1 FOOT SOUTHWEST OF A 4 X 4 INCH WOOD
 RQ0614'WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 RQ0614'
 RQ0614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI
 RQ0614'EAST-NORTHEAST OF MONTPELIER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1326 ***********************************************************************
 SL1326  DESIGNATION -  GALESBURG
 SL1326  PID         -  SL1326
 SL1326  STATE/COUNTY-  ND/STEELE
 SL1326  USGS QUAD   -  GALESBURG (1966)
 SL1326
 SL1326                         *CURRENT SURVEY CONTROL
 SL1326  ___________________________________________________________________
 SL1326* NAD 83(1996)-  47 15 59.94676(N)    097 29 23.08538(W)     ADJUSTED  
 SL1326* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 SL1326  ___________________________________________________________________
 SL1326  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 SL1326  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 SL1326
 SL1326  HORZ ORDER  -  FIRST
 SL1326
 SL1326.The horizontal coordinates were established by classical geodetic methods
 SL1326.and adjusted by the National Geodetic Survey in January 1998..
 SL1326
 SL1326.The orthometric height was scaled from a topographic map.
 SL1326
 SL1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1326
 SL1326.The geoid height was determined by GEOID03.
 SL1326
 SL1326;                    North         East     Units Scale Factor Converg.
 SL1326;SPC ND N     -    34,099.526   827,756.713   MT  1.00003693   +2 14 24.1
 SL1326;SPC ND N     -   111,875.09  2,715,737.25   iFT  1.00003693   +2 14 24.1
 SL1326;SPC ND S     -   182,217.188   827,742.441   MT  0.99996426   +2 11 44.3
 SL1326;SPC ND S     -   597,825.42  2,715,690.42   iFT  0.99996426   +2 11 44.3
 SL1326;UTM  14      - 5,235,902.934   614,244.418   MT  0.99976040   +1 06 34.0
 SL1326
 SL1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1326!SPC ND N     -   0.99994566  x   1.00003693  =   0.99998259
 SL1326!SPC ND S     -   0.99994566  x   0.99996426  =   0.99990992
 SL1326!UTM  14      -   0.99994566  x   0.99976040  =   0.99970607
 SL1326
 SL1326|---------------------------------------------------------------------|
 SL1326| PID    Reference Object                     Distance      Geod. Az  |
 SL1326|                                                           dddmmss.s |
 SL1326| SL1714 GALESBURG RM 1                      165.870 METERS 01909     |
 SL1326| SL1325 CLIFFORD MICROWAVE MAST             APPROX.10.6 KM 0245422.8 |
 SL1326| CO5027 GALESBURG AZ MK                                    2723842.2 |
 SL1326| SL1715 GALESBURG RM 2                      195.190 METERS 32419     |
 SL1326|---------------------------------------------------------------------|
 SL1326
 SL1326                          SUPERSEDED SURVEY CONTROL
 SL1326
 SL1326  NAD 83(1986)-  47 15 59.94497(N)    097 29 23.07590(W) AD(       ) 1
 SL1326  NAD 27      -  47 15 59.99100(N)    097 29 21.76300(W) AD(       ) 1
 SL1326
 SL1326.Superseded values are not recommended for survey control.
 SL1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1326.See file dsdata.txt to determine how the superseded data were derived.
 SL1326
 SL1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1424435903(NAD 83)
 SL1326_MARKER: DS = TRIANGULATION STATION DISK
 SL1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1326
 SL1326  HISTORY     - Date     Condition        Report By
 SL1326  HISTORY     - 1954     MONUMENTED       CGS
 SL1326
 SL1326                          STATION DESCRIPTION
 SL1326
 SL1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1326'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SEC. 26, T.144 N, R.
 SL1326'54 W., ABOUT 4 MILES, AIRLINE, WEST-SOUTHWEST OF THE TOWN OF
 SL1326'GALESBURG, ABOUT 2 MILES WEST OF THE STEELE-TRAILL COUNTY LINE,
 SL1326'AND ABOUT 2 MILES NORTH OF THE STEELE-CASS COUNTY LINE, ON THE
 SL1326'HIGHEST POINT OF A LOW KNOLL IN A CULTIVATED FIELD OWNED BY MR.
 SL1326'BEN WORKIN.
 SL1326'
 SL1326'TO REACH FROM CROSSROAD AT THE SOUTH EDGE OF GALESBURG.  GO WEST
 SL1326'ON GRAVEL ROAD FOR 3.0 MILES TO CROSSROAD AND SCHOOLHOUSE ON LEFT,
 SL1326'CONTINUE AHEAD WEST FOR 0.6 MILES TO A FARM DRIVEWAY LEFT.  HERE
 SL1326'TURN LEFT AND PICK WAY SOUTHWEST ACROSS FIELD FOR ABOUT 0.35 MILES
 SL1326'TO TOP OF KNOLL AND STATION.
 SL1326'
 SL1326'THE STATION MARK, AT THE NORTH EDGE OF THE HIGHEST POINT OF THE
 SL1326'KNOLL, IS 4 FEET SOUTH OF A WHITE WITNESS POST WHICH IS SET IN
 SL1326'THE CENTER OF A MOUND OF FIELD STONES, AND IS LEVEL WITH THE
 SL1326'GROUND SURFACE.  THE DISK IS STAMPED GALESBURG 1954.
 SL1326'
 SL1326'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF THE STATION, IS 43 FEET
 SL1326'SOUTH OF THE CENTER OF A COUNTY ROAD, 1 FOOT WEST OF A WHITE
 SL1326'WITNESS POST AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 SL1326'GALESBURG NO 1 1954.
 SL1326'
 SL1326'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 40 FEET
 SL1326'SOUTH OF THE CENTER OF A COUNTY ROAD, 2 FEET NORTHEAST OF A WHITE
 SL1326'WITNESS POST AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 SL1326'GALESBURG NO 2 1954.
 SL1326'
 SL1326'THE AZIMUTH MARK, APPROXIMATELY 0.7 MILES WEST, IS 1 FOOT NORTH
 SL1326'OF THE NORTHEAST CORNER OF A RED IMPLEMENT SHED THAT IS JUST
 SL1326'SOUTH OF A FARMHOUSE ON THE SOUTH SIDE OF THE ROAD.  THE MARK
 SL1326'PROJECTS 6 INCHES AND THE DISK IS STAMPED GALESBURG 1954.
 SL1326'
 SL1326'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2176 ***********************************************************************
 TF2176  DESIGNATION -  GAM
 TF2176  PID         -  TF2176
 TF2176  STATE/COUNTY-  ND/WARD
 TF2176  USGS QUAD   -  BURLINGTON NE (1979)
 TF2176
 TF2176                         *CURRENT SURVEY CONTROL
 TF2176  ___________________________________________________________________
 TF2176* NAD 83(1996)-  48 25 20.32398(N)    101 21 02.87161(W)     ADJUSTED  
 TF2176* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 TF2176  ___________________________________________________________________
 TF2176  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 TF2176  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 TF2176
 TF2176  HORZ ORDER  -  SECOND
 TF2176
 TF2176.The horizontal coordinates were established by classical geodetic methods
 TF2176.and adjusted by the National Geodetic Survey in January 1998..
 TF2176
 TF2176.The orthometric height was scaled from a topographic map.
 TF2176
 TF2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2176
 TF2176.The geoid height was determined by GEOID03.
 TF2176
 TF2176;                    North         East     Units Scale Factor Converg.
 TF2176;SPC ND N     -   158,484.457   537,033.063   MT  0.99995319   -0 37 59.2
 TF2176;SPC ND N     -   519,962.13  1,761,919.50   iFT  0.99995319   -0 37 59.2
 TF2176;UTM  14      - 5,365,909.859   326,082.794   MT  0.99997164   -1 45 32.3
 TF2176
 TF2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2176!SPC ND N     -   0.99992464  x   0.99995319  =   0.99987783
 TF2176!UTM  14      -   0.99992464  x   0.99997164  =   0.99989628
 TF2176
 TF2176:                Primary Azimuth Mark                     Grid Az
 TF2176:SPC ND N     -  GAM AZ MK                                065 41 17.7
 TF2176:UTM  14      -  GAM AZ MK                                066 48 50.8
 TF2176
 TF2176|---------------------------------------------------------------------|
 TF2176| PID    Reference Object                     Distance      Geod. Az  |
 TF2176|                                                           dddmmss.s |
 TF2176| CQ7647 GAM AZ MK                                          0650318.5 |
 TF2176| TF2177 MINOT AFB W WATER TANK              APPROX. 0.8 KM 1073601.4 |
 TF2176| TF2180 MINOT AFB E TANK AND BEACON         APPROX. 2.1 KM 1164802.1 |
 TF2176| CQ7648 GAM RM 1                             20.112 METERS 20417     |
 TF2176| CQ7649 GAM RM 2                             23.139 METERS 28932     |
 TF2176|---------------------------------------------------------------------|
 TF2176
 TF2176                          SUPERSEDED SURVEY CONTROL
 TF2176
 TF2176  NAD 83(1986)-  48 25 20.32289(N)    101 21 02.86948(W) AD(       ) 2
 TF2176  NAD 27      -  48 25 20.26390(N)    101 21 01.31260(W) AD(       ) 2
 TF2176
 TF2176.Superseded values are not recommended for survey control.
 TF2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2176.See file dsdata.txt to determine how the superseded data were derived.
 TF2176
 TF2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2608365910(NAD 83)
 TF2176_MARKER: DS = TRIANGULATION STATION DISK
 TF2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2176
 TF2176  HISTORY     - Date     Condition        Report By
 TF2176  HISTORY     - 1961     MONUMENTED       CGS
 TF2176  HISTORY     - 1963     GOOD             CGS
 TF2176  HISTORY     - 1981     GOOD             DMA
 TF2176  HISTORY     - 1983     GOOD             NGS
 TF2176  HISTORY     - 1984     GOOD             DMA
 TF2176
 TF2176                          STATION DESCRIPTION
 TF2176
 TF2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2176'THE STATION IS 11 MILES NORTH OF MINOT ON THE MINOT AIR FORCE
 TF2176'BASE.
 TF2176'
 TF2176'TO REACH THE STATION FROM THE POST OFFICE IN MINOT GO WEST
 TF2176'ON FIRST AVENUE SOUTHWEST FOR 1 BLOCK TO U.S. HIGHWAY 83, TURN
 TF2176'RIGHT AND GO NORTH ON U.S. HIGHWAY 83 FOR 11.0 MILES TO THE NORTH
 TF2176'ENTRANCE TO MINOT AIR FORCE BASE, TURN LEFT AND GO WEST ON
 TF2176'MACADAM FOR 0.35 MILE TO THE GUARD HOUSE.  PASS THRU GUARD
 TF2176'GATE AND CONTINUE SOUTHWEST AND WEST ON ROAD 1 FOR 1.4 MILES
 TF2176'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON ROAD 1
 TF2176'FOR 200 FEET TO ITS END THEN TURN LEFT AND GO SOUTH ON E
 TF2176'STREET FOR 0.6 MILE TO A CROSS STREET, TURN RIGHT AND GO WEST
 TF2176'ON THE PAVED STREET FOR 0.35 MILE TO A PAVED STREET ON THE
 TF2176'RIGHT, TURN RIGHT AND GO NORTH ON THE PAVED STREET FOR
 TF2176'0.15 MILE TO THE STATION ON THE RIGHT.
 TF2176'
 TF2176'THE STATION MARK, STAMPED GAM 1961, IS A STANDARD DISK SET IN
 TF2176'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2176'4 INCHES.  IT IS 360 FEET EAST OF THE EAST END OF THE GAM
 TF2176'SHOP BUILDING AND 1.5 FEET SOUTHWEST OF THE WITNESS POST.
 TF2176'
 TF2176'REFERENCE MARK NO. 1, STAMPED GAM NO 1 1961, IS A STANDARD DISK
 TF2176'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2176'4 INCHES.  IT IS 66.6 FEET SOUTH OF THE WITNESS POST.
 TF2176'
 TF2176'REFERENCE MARK NO. 2, STAMPED GAM NO 2 1961, IS A STANDARD DISK
 TF2176'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 TF2176'PROJECTS 3 INCHES.  IT IS 293 FEET EAST OF THE EAST END OF
 TF2176'THE GAM SHOP BUILDING AND 77.2 FEET WEST OF THE WITNESS POST.
 TF2176'
 TF2176'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 95.4 FEET.
 TF2176'
 TF2176'THE AZIMUTH MARK, STAMPED GAM 1961 IS A STANDARD DISK SET IN
 TF2176'THE TOP OF A 10-INCH SQUARE MONUMENT THAT IS FLUSH WITH THE
 TF2176'GROUND.  IT IS 72 FEET NORTH OF THE CENTER OF ROAD 1, 32 FEET
 TF2176'NORTH OF A LIGHT POLE AND 22 FEET EAST OF THE CENTER OF E
 TF2176'STREET.
 TF2176
 TF2176                          STATION RECOVERY (1963)
 TF2176
 TF2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2176'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 TF2176'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 TF2176'IN GOOD CONDITION.  THE HORIZONTAL DISTANCE TO BOTH REFERENCE
 TF2176'MARKS WERE FOUND IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 TF2176'
 TF2176'THE STATION IS LOCATED 14 MILES NORTH-NORTHWEST OF MINOT ON
 TF2176'THE MINOT AIR FORCE BASE.
 TF2176'
 TF2176'TO REACH THE STATION FROM THE MAIN GATE AT THE MINOT AIR FORCE
 TF2176'BASE, GO WEST ON ROAD 1 FOR 1.6 MILES TO A SIDE ROAD RIGHT (E
 TF2176'STREET) AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE STRAIGHT
 TF2176'AHEAD ON ROAD 1 FOR 200 FEET.  TURN LEFT AND GO SOUTH ON E STREET
 TF2176'FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON AN OILED
 TF2176'ROAD FOR 0.1 MILE TO THE END OF THE ROAD.  CONTINUE WEST ALONG
 TF2176'A POWER LINE FOR 0.3 MILE TO THE STATION ON LEFT AS DESCRIBED.
 TF2176'
 TF2176'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 TF2176'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 TF2176'GAM 1961.  IT IS 270 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 TF2176'OILED ROAD, 208 FEET SOUTH OF A POWER LINE AND 1.6 FEET SOUTHWEST
 TF2176'OF A METAL WITNESS POST.
 TF2176'
 TF2176'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 TF2176'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND
 TF2176'IS STAMPED GAM NO 1 1961.  IT IS 67 FEET SOUTH OF A METAL WITNESS
 TF2176'POST.
 TF2176'
 TF2176'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 TF2176'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND
 TF2176'IS STAMPED GAM NO 2 1961.  IT IS 77-1/2 FEET WEST OF A METAL
 TF2176'WITNESS POST.
 TF2176'
 TF2176'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 TF2176'SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE SURFACE
 TF2176'OF THE GROUND AND IS STAMPED GAM 1961.  IT IS 70.7 FEET NORTH
 TF2176'OF THE CENTER OF ROAD 1, 31-1/2 FEET NORTH OF A POWER POLE,
 TF2176'2.7 FEET WEST OF THE WEST EDGE OF A SIDEWALK AND 2.3 FEET
 TF2176'EAST OF THE EAST CURB OF E STREET.
 TF2176
 TF2176                          STATION RECOVERY (1981)
 TF2176
 TF2176'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (GAP)
 TF2176'GAM 1961 RECOVERED GOOD.
 TF2176'
 TF2176'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  TO
 TF2176'REACH SHOULD READ-FROM MAIN GATE OF MINOT AFB, PROCEED WEST ALONG
 TF2176'ROAD 1 FOR 1.85 MILES TO THE INTERSECTION WITH E STREET ON THE
 TF2176'LEFT.  TURN LEFT, SOUTHWEST, AND GO 0.5 MILE TO THE INTERSECTION
 TF2176'WITH ROAD 3.  TURN RIGHT, NORTHWEST, ONTO ROAD 3 AND GO 0.3 MILE TO
 TF2176'THE STATION ON THE LEFT.
 TF2176
 TF2176                          STATION RECOVERY (1983)
 TF2176
 TF2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2176'STATION MARK, R.M.S 1 AND 2 AND THE AZIMUTH MARK RECOVERED AS
 TF2176'DESCRIBED IN GOOD CONDITION.
 TF2176'
 TF2176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH OF
 TF2176'MINOT.
 TF2176
 TF2176                          STATION RECOVERY (1984)
 TF2176
 TF2176'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984 (CDB)
 TF2176'GAM USC AND GS 1961, GAM NO. 1, GAM NO. 2 RECOVERED GOOD,
 TF2176'OBTAIN NEW DESCRIPTION FROM DMA HTC/GSS P.O. BOX 9617 F.E. WARREN
 TF2176'AFB WY 82005.
 TF2176'
 TF2176'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH OF
 TF2176'MINOT, NORTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0603 ***********************************************************************
 SN0603  DESIGNATION -  GAR
 SN0603  PID         -  SN0603
 SN0603  STATE/COUNTY-  ND/MCLEAN
 SN0603  USGS QUAD   -  GARRISON (1981)
 SN0603
 SN0603                         *CURRENT SURVEY CONTROL
 SN0603  ___________________________________________________________________
 SN0603* NAD 83(1996)-  47 38 20.84144(N)    101 28 50.65401(W)     ADJUSTED  
 SN0603* NAVD 88     -       606.383  (meters)    1989.44   (feet)  ADJUSTED  
 SN0603  ___________________________________________________________________
 SN0603  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 SN0603  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SN0603  DYNAMIC HT  -         606.439 (meters)    1989.63  (feet)  COMP
 SN0603  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SN0603
 SN0603  HORZ ORDER  -  SECOND
 SN0603  VERT ORDER  -  SECOND    CLASS 0
 SN0603
 SN0603.The horizontal coordinates were established by classical geodetic methods
 SN0603.and adjusted by the National Geodetic Survey in January 1998..
 SN0603
 SN0603.The orthometric height was determined by differential leveling
 SN0603.and adjusted by the National Geodetic Survey in June 1991..
 SN0603
 SN0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0603
 SN0603.The geoid height was determined by GEOID03.
 SN0603
 SN0603.The dynamic height is computed by dividing the NAVD 88
 SN0603.geopotential number by the normal gravity value computed on the
 SN0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0603.degrees latitude (g = 980.6199 gals.).
 SN0603
 SN0603.The modeled gravity was interpolated from observed gravity values.
 SN0603
 SN0603;                    North         East     Units Scale Factor Converg.
 SN0603;SPC ND N     -    71,527.201   526,307.687   MT  0.99996590   -0 43 47.3
 SN0603;SPC ND N     -   234,669.29  1,726,731.26   iFT  0.99996590   -0 43 47.3
 SN0603;SPC ND S     -   219,724.067   526,302.545   MT  1.00003461   -0 42 55.2
 SN0603;SPC ND S     -   720,879.48  1,726,714.39   iFT  1.00003461   -0 42 55.2
 SN0603;UTM  14      - 5,279,173.031   313,666.580   MT  1.00002668   -1 50 00.9
 SN0603
 SN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0603!SPC ND N     -   0.99990806  x   0.99996590  =   0.99987396
 SN0603!SPC ND S     -   0.99990806  x   1.00003461  =   0.99994267
 SN0603!UTM  14      -   0.99990806  x   1.00002668  =   0.99993474
 SN0603
 SN0603:                Primary Azimuth Mark                     Grid Az
 SN0603:SPC ND N     -  GARRISON RADIO MAST                      049 14 19.2
 SN0603:SPC ND S     -  GARRISON RADIO MAST                      049 13 27.1
 SN0603:UTM  14      -  GARRISON RADIO MAST                      050 20 32.8
 SN0603
 SN0603|---------------------------------------------------------------------|
 SN0603| PID    Reference Object                     Distance      Geod. Az  |
 SN0603|                                                           dddmmss.s |
 SN0603| SN1640 GARRISON RADIO MAST                 APPROX. 5.9 KM 0483031.9 |
 SN0603| SN1642 GARRISON WEST MUNICIPAL TANK        APPROX. 5.0 KM 0674810.9 |
 SN0603| SN1643 GARRISON EAST MUNICIPAL TANK        APPROX. 5.0 KM 0675226.4 |
 SN0603| SN0602 GAR RM 1                             13.143 METERS 09133     |
 SN0603| SN1637 FOLEY                               APPROX. 5.1 KM 1560103.7 |
 SN0603| SN0604 GAR RM 2                             11.025 METERS 26858     |
 SN0603|---------------------------------------------------------------------|
 SN0603
 SN0603                          SUPERSEDED SURVEY CONTROL
 SN0603
 SN0603  NAD 83(1986)-  47 38 20.84069(N)    101 28 50.64764(W) AD(       ) 2
 SN0603  NAD 27      -  47 38 20.84600(N)    101 28 49.06540(W) AD(       ) 2
 SN0603  NGVD 29 (??/??/92)  605.984  (m)         1988.13   (f) ADJ UNCH    2 0
 SN0603
 SN0603.Superseded values are not recommended for survey control.
 SN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0603.See file dsdata.txt to determine how the superseded data were derived.
 SN0603
 SN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1366779173(NAD 83)
 SN0603_MARKER: DS = TRIANGULATION STATION DISK
 SN0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0603_STAMPING: GAR 1962
 SN0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0603+STABILITY: SURFACE MOTION
 SN0603
 SN0603  HISTORY     - Date     Condition        Report By
 SN0603  HISTORY     - 1962     MONUMENTED       CGS
 SN0603  HISTORY     - 1962     GOOD             CGS
 SN0603
 SN0603                          STATION DESCRIPTION
 SN0603
 SN0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0603'THE STATION IS LOCATED 3 MILES WEST AND 0.5 MILES SOUTH OF THE
 SN0603'TOWN OF GARRISON, IN THE SW 1/4 OF SEC. 14, T148N, R85W, ON THE
 SN0603'ROAD RIGHT-OF-WAY ON A VERY SMALL RISE.
 SN0603'
 SN0603'TO REACH FROM THE POST OFFICE IN GARRISON, GO EAST FOR 0.05
 SN0603'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.1 MILE
 SN0603'TO A T-INTERSECTION.  TURN LEFT AND GO SOUTHEAST FOR .2 MILE
 SN0603'TO STATE ROUTE 37.  TURN RIGHT AND GO WEST ON STATE ROUTE 37 FOR
 SN0603'3.7 MILES TO THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD.
 SN0603'
 SN0603'THE STATION MARK IS A STANDARD DISK STAMPED GAR 1962 AND SET
 SN0603'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN0603'WITH THE GROUND.  IT IS 89 FEET SOUTH OF THE CENTER OF STATE
 SN0603'ROUTE 37, 4 FEET NORTH OF THE EDGE OF A FIELD AND 3.3 FEET
 SN0603'EAST OF THE WITNESS POST.
 SN0603'
 SN0603'REFERENCE MARK NO. 1, STAMPED GAR NO 1 1962, IS A STANDARD
 SN0603'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0603'IS FLUSH WITH THE GROUND.  IT IS 90 FEET SOUTH OF THE CENTER OF
 SN0603'STATE ROUTE 37, 46.1 FEET EAST OF THE WITNESS POST AND 3 FEET
 SN0603'NORTH OF THE EDGE OF A FIELD.
 SN0603'
 SN0603'REFERENCE MARK NO. 2, STAMPED GAR NO 2 1962, IS A STANDARD DISK
 SN0603'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 SN0603'FLUSH WITH THE GROUND.  IT IS 90 FEET SOUTH OF THE CENTER OF
 SN0603'STATE ROUTE 37, 32.8 FEET WEST OF THE WITNESS POST AND 3 FEET
 SN0603'NORTH OF THE EDGE OF A FIELD.
 SN0603
 SN0603                          STATION RECOVERY (1962)
 SN0603
 SN0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0603'4.05 MI W FROM GARRISON.
 SN0603'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0603'AT GARRISON, THENCE 2 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.95
 SN0603'MILE WEST ALONG OLD STATE HIGHWAY 37, THENCE 0.5 MILE SOUTH ALONG A
 SN0603'TRACK ROAD THROUGH A FIELD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 SN0603'37, AT THE CREST OF A HILL, 90 FEET SOUTH OF THE CENTERLINE OF THE
 SN0603'HIGHWAY, 43.3 FEET WEST OF RM 1, 36.1 FEET EAST OF RM 2, 3.5 FEET
 SN0603'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK IN THE
 SN0603'TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND. NOTE-- ALSO 3.65
 SN0603'MILE WEST ALONG STATE HIGHWAY 37 FROM GARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0602 ***********************************************************************
 SN0602  DESIGNATION -  GAR RM 1
 SN0602  PID         -  SN0602
 SN0602  STATE/COUNTY-  ND/MCLEAN
 SN0602  USGS QUAD   -  GARRISON (1981)
 SN0602
 SN0602                         *CURRENT SURVEY CONTROL
 SN0602  ___________________________________________________________________
 SN0602* NAD 83(1986)-  47 38 20.     (N)    101 28 51.     (W)     SCALED    
 SN0602* NAVD 88     -       606.084  (meters)    1988.46   (feet)  ADJUSTED  
 SN0602  ___________________________________________________________________
 SN0602  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SN0602  DYNAMIC HT  -         606.140 (meters)    1988.64  (feet)  COMP
 SN0602  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SN0602
 SN0602  VERT ORDER  -  SECOND    CLASS 0
 SN0602
 SN0602.The horizontal coordinates were scaled from a topographic map and have
 SN0602.an estimated accuracy of +/- 6 seconds.
 SN0602
 SN0602.The orthometric height was determined by differential leveling
 SN0602.and adjusted by the National Geodetic Survey in June 1991..
 SN0602
 SN0602.The geoid height was determined by GEOID03.
 SN0602
 SN0602.The dynamic height is computed by dividing the NAVD 88
 SN0602.geopotential number by the normal gravity value computed on the
 SN0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0602.degrees latitude (g = 980.6199 gals.).
 SN0602
 SN0602.The modeled gravity was interpolated from observed gravity values.
 SN0602
 SN0602;                    North         East    Units  Estimated Accuracy
 SN0602;SPC ND N     -    71,500.      526,300.      MT  (+/- 180 meters Scaled)
 SN0602
 SN0602                          SUPERSEDED SURVEY CONTROL
 SN0602
 SN0602  NGVD 29 (??/??/92)  605.685  (m)         1987.15   (f) ADJ UNCH    2 0
 SN0602
 SN0602.Superseded values are not recommended for survey control.
 SN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0602.See file dsdata.txt to determine how the superseded data were derived.
 SN0602
 SN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT136791(NAD 83)
 SN0602_MARKER: DR = REFERENCE MARK DISK
 SN0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0602_STAMPING: GAR NO 1 1962
 SN0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0602+STABILITY: SURFACE MOTION
 SN0602
 SN0602  HISTORY     - Date     Condition        Report By
 SN0602  HISTORY     - 1962     MONUMENTED       CGS
 SN0602
 SN0602                          STATION DESCRIPTION
 SN0602
 SN0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0602'4.05 MI W FROM GARRISON.
 SN0602'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0602'AT GARRISON, THENCE 2 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.95
 SN0602'MILE WEST ALONG OLD STATE HIGHWAY 37, THENCE 0.5 MILE SOUTH ALONG A
 SN0602'TRACK ROAD THROUGH A FIELD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 SN0602'37, AT THE CREST OF A HILL, 90 FEET SOUTH OF THE CENTERLINE OF THE
 SN0602'HIGHWAY, 43.3 FEET EAST OF THE STATION MARK, 79.4 FEET EAST OF RM 2,
 SN0602'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 SN0602'POST PROJECTING 0.1 FOOT.  NOTE-- ALSO ABOUT 3.65 MILE WEST ALONG
 SN0602'STATE HIGHWAY 37 FROM GARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0604 ***********************************************************************
 SN0604  DESIGNATION -  GAR RM 2
 SN0604  PID         -  SN0604
 SN0604  STATE/COUNTY-  ND/MCLEAN
 SN0604  USGS QUAD   -  GARRISON (1981)
 SN0604
 SN0604                         *CURRENT SURVEY CONTROL
 SN0604  ___________________________________________________________________
 SN0604* NAD 83(1986)-  47 38 20.     (N)    101 28 51.     (W)     SCALED    
 SN0604* NAVD 88     -       606.474  (meters)    1989.74   (feet)  ADJUSTED  
 SN0604  ___________________________________________________________________
 SN0604  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 SN0604  DYNAMIC HT  -         606.530 (meters)    1989.92  (feet)  COMP
 SN0604  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SN0604
 SN0604  VERT ORDER  -  SECOND    CLASS 0
 SN0604
 SN0604.The horizontal coordinates were scaled from a topographic map and have
 SN0604.an estimated accuracy of +/- 6 seconds.
 SN0604
 SN0604.The orthometric height was determined by differential leveling
 SN0604.and adjusted by the National Geodetic Survey in June 1991..
 SN0604
 SN0604.The geoid height was determined by GEOID03.
 SN0604
 SN0604.The dynamic height is computed by dividing the NAVD 88
 SN0604.geopotential number by the normal gravity value computed on the
 SN0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0604.degrees latitude (g = 980.6199 gals.).
 SN0604
 SN0604.The modeled gravity was interpolated from observed gravity values.
 SN0604
 SN0604;                    North         East    Units  Estimated Accuracy
 SN0604;SPC ND N     -    71,500.      526,300.      MT  (+/- 180 meters Scaled)
 SN0604
 SN0604                          SUPERSEDED SURVEY CONTROL
 SN0604
 SN0604  NGVD 29 (??/??/92)  606.074  (m)         1988.43   (f) ADJ UNCH    2 0
 SN0604
 SN0604.Superseded values are not recommended for survey control.
 SN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0604.See file dsdata.txt to determine how the superseded data were derived.
 SN0604
 SN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT136791(NAD 83)
 SN0604_MARKER: DR = REFERENCE MARK DISK
 SN0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0604_STAMPING: GAR NO 2 1962
 SN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0604+STABILITY: SURFACE MOTION
 SN0604
 SN0604  HISTORY     - Date     Condition        Report By
 SN0604  HISTORY     - 1962     MONUMENTED       CGS
 SN0604
 SN0604                          STATION DESCRIPTION
 SN0604
 SN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0604'4.05 MI W FROM GARRISON.
 SN0604'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0604'AT GARRISON, THENCE 2 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.95
 SN0604'MILE WEST ALONG OLD STATE HIGHWAY 37, THENCE 0.5 MILE SOUTH ALONG A
 SN0604'TRACK ROAD THROUGH A FIELD, THENCE 0.3 MILE WEST ALONG STATE HIGHWAY
 SN0604'37, AT THE CREST OF A HILL, 36.1 FEET WEST OF THE STATION MARK, 90
 SN0604'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 79.4 FEET WEST OF RM 1,
 SN0604'ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A CONCRETE POST ABOUT
 SN0604'LEVEL WITH THE GROUND.  NOTE-- ABOUT 3.65 MILE WEST ALONG STATE
 SN0604'HIGHWAY 37 FROM GARRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1228 ***********************************************************************
 TD1228  DESIGNATION -  GARDAR
 TD1228  PID         -  TD1228
 TD1228  STATE/COUNTY-  ND/PEMBINA
 TD1228  USGS QUAD   -  GARDAR (1963)
 TD1228
 TD1228                         *CURRENT SURVEY CONTROL
 TD1228  ___________________________________________________________________
 TD1228* NAD 83(1996)-  48 36 56.84373(N)    097 51 42.37686(W)     ADJUSTED  
 TD1228* NAVD 88     -       351.7    (meters)    1154.     (feet)  VERTCON   
 TD1228  ___________________________________________________________________
 TD1228  X           -    -577,883.828 (meters)                     COMP
 TD1228  Y           -  -4,185,093.344 (meters)                     COMP
 TD1228  Z           -   4,762,664.546 (meters)                     COMP
 TD1228  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 TD1228  ELLIP HEIGHT-         326.26  (meters)          (05/25/04) GPS OBS
 TD1228  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD1228
 TD1228  HORZ ORDER  -  FIRST
 TD1228  ELLP ORDER  -  FOURTH    CLASS II
 TD1228
 TD1228.The horizontal coordinates were established by classical geodetic methods
 TD1228.and adjusted by the National Geodetic Survey in May 2004..
 TD1228
 TD1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1228
 TD1228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1228
 TD1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1228
 TD1228.The ellipsoidal height was determined by GPS observations
 TD1228.and is referenced to NAD 83.
 TD1228
 TD1228.The geoid height was determined by GEOID03.
 TD1228
 TD1228;                    North         East     Units Scale Factor Converg.
 TD1228;SPC ND N     -   182,982.830   794,482.198   MT  0.99997882   +1 57 47.5
 TD1228;SPC ND N     -   600,337.37  2,606,568.89   iFT  0.99997882   +1 57 47.5
 TD1228;UTM  14      - 5,385,371.643   583,890.697   MT  0.99968646   +0 51 14.6
 TD1228
 TD1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1228!SPC ND N     -   0.99994887  x   0.99997882  =   0.99992769
 TD1228!UTM  14      -   0.99994887  x   0.99968646  =   0.99963535
 TD1228
 TD1228|---------------------------------------------------------------------|
 TD1228| PID    Reference Object                     Distance      Geod. Az  |
 TD1228|                                                           dddmmss.s |
 TD1228| CO6866 GARDAR RM 1                          20.055 METERS 02035     |
 TD1228| TD1225 CAVALIER MUNICIPAL TANK             APPROX.26.4 KM 0412322.2 |
 TD1228| CO6867 GARDAR RM 2                          20.201 METERS 15806     |
 TD1228| CO6865 GARDAR AZ MK                                       1821008.3 |
 TD1228| TD1230 MILTON STATE HWY RAD KAQ 201        APPROX. 9.4 KM 2784408.7 |
 TD1228| TD1233 MILTON BORD PATROL RAD KAK 720      APPROX. 9.2 KM 2900336.7 |
 TD1228| TD1237 WALHALLA ATT MICROWAVE KBK 97       APPROX.18.2 KM 3330203.2 |
 TD1228|---------------------------------------------------------------------|
 TD1228
 TD1228                          SUPERSEDED SURVEY CONTROL
 TD1228
 TD1228  ELLIP H (03/16/99)  326.00   (m)                       GP(       ) 4 1
 TD1228  NAD 83(1996)-  48 36 56.84632(N)    097 51 42.37173(W) AD(       ) 1
 TD1228  ELLIP H (01/23/98)  326.06   (m)                       GP(       ) 4 1
 TD1228  NAD 83(1986)-  48 36 56.84154(N)    097 51 42.36954(W) AD(       ) 1
 TD1228  NAD 27      -  48 36 56.86008(N)    097 51 41.02885(W) AD(       ) 1
 TD1228  NGVD 29 (06/26/92)  351.4    (m)         1153.     (f) GPS OBS        
 TD1228
 TD1228.Superseded values are not recommended for survey control.
 TD1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1228.See file dsdata.txt to determine how the superseded data were derived.
 TD1228
 TD1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8389185372(NAD 83)
 TD1228_MARKER: DS = TRIANGULATION STATION DISK
 TD1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1228_SP_SET: CONCRETE POST
 TD1228_STAMPING: GARDAR 1967 ND-S
 TD1228_MARK LOGO: CGS   
 TD1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1228+STABILITY: SURFACE MOTION
 TD1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1228+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 TD1228
 TD1228  HISTORY     - Date     Condition        Report By
 TD1228  HISTORY     - 1967     MONUMENTED       CGS
 TD1228  HISTORY     - 1967     GOOD             CGS
 TD1228  HISTORY     - 19910808 GOOD             NGS
 TD1228  HISTORY     - 20000911 GOOD             NDWC
 TD1228
 TD1228                          STATION DESCRIPTION
 TD1228
 TD1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1228'THE STATION IS ABOUT 8 MILES NORTH OF EDINBURG, 5 MILES SOUTH OF
 TD1228'MOUNTAIN, 2 MILES NORTH-NORTHEAST OF GARDAR AND ON THE EAST SIDE
 TD1228'OF STATE HIGHWAY 32.
 TD1228'
 TD1228'TO REACH THE STATION FROM THE POST OFFICE IN EDINBURG, GO
 TD1228'NORTHEAST ON A PAVED AND GRAVELED STREET, CROSSING RAILROAD
 TD1228'TRACKS, FOR 0.25 MILE TO THE INTERSECTION OF STATE HIGHWAY 32.
 TD1228'TURN LEFT AND GO NORTH ON STATE HIGHWAY 32 FOR 6.0 MILES TO A
 TD1228'CROSSROADS AND SIGN ON THE RIGHT GARDAR.  CONTINUE NORTH ON STATE
 TD1228'HIGHWAY 32 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TD1228'CONTINUE NORTH ON STATE HIGHWAY 32 FOR 1.05 MILES TO THE
 TD1228'STATION ON THE RIGHT, JUST AFTER PASSING A GRAVELED SIDE ROAD
 TD1228'RIGHT.
 TD1228'
 TD1228'THE STATION MARK IS A STANDARD DISK, STAMPED GARDAR 1967, SET
 TD1228'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1228'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 123 FEET NORTHEAST
 TD1228'OF THE INTERSECTION OF THE GRAVELED ROAD AND STATE HIGHWAY 32,
 TD1228'99.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 32, 92 FEET
 TD1228'NORTH OF THE GRAVELED ROAD AND 4.9 FEET WEST OF A WITNESS POST.
 TD1228'THE UNDERGROUND MARK IS SET 40 INCHES BELOW THE GROUND SURFACE.
 TD1228'
 TD1228'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GARDAR NO 1 1967,
 TD1228'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1228'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 122 FEET EAST OF
 TD1228'THE CENTERLINE OF STATE HIGHWAY 32, 63.3 FEET NORTH-NORTHEAST
 TD1228'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1228'
 TD1228'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GARDAR NO 2 1967, SET
 TD1228'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1228'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 65.7 FEET
 TD1228'SOUTHEAST OF THE WITNESS POST, 31 FEET NORTH OF THE GRAVELED ROAD
 TD1228'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1228'
 TD1228'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GARDAR 1967, SET
 TD1228'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1228'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 100 FEET WEST OF
 TD1228'STATE HIGHWAY 32, 66 FEET SOUTH OF A FIELD ENTRANCE ROAD, 33.6
 TD1228'FEET NORTH OF A TELEPHONE LINE POLE AND 2.0 FEET NORTH OF A
 TD1228'WITNESS POST.
 TD1228'
 TD1228'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE
 TD1228'OF OBSTRUCTIONS.
 TD1228'
 TD1228'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TD1228
 TD1228                          STATION RECOVERY (1967)
 TD1228
 TD1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TD1228'RECOVERED IN GOOD CONDITION.
 TD1228
 TD1228                          STATION RECOVERY (1991)
 TD1228
 TD1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TD1228'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTH OF EDINBURG, 8.0
 TD1228'KM (5.0 MI) SOUTH OF MOUNTAIN, 3.2 KM (2.0 MI) NORTH NORTHEAST OF
 TD1228'GARDAR AND ON THE EAST SIDE OF STATE HIGHWAY 32. OWNERSHIP--UNKNOWN.
 TD1228'TO REACH THE STATION FROM THE POST OFFICE IN EDINBURG, GO NORTHEAST ON
 TD1228'A PAVED AND GRAVEL STREET (THIRD STREET), ACROSS RAILROAD TRACKS FOR
 TD1228'0.40 KM (0.25 MI) TO THE INTERSECTION OF STATE HIGHWAY 32. TURN LEFT,
 TD1228'NORTH, ON STATE HIGHWAY 32 FOR 9.65 KM (6.00 MI) TO A CROSSROAD AND
 TD1228'SIGN ON THE RIGHT (GARDAR). CONTINUE NORTH ON STATE HIGHWAY 32 FOR
 TD1228'1.53 KM (0.95 MI) TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH ON
 TD1228'STATE HIGHWAY 32 FOR 1.69 KM (1.05 MI) TO THE STATION ON THE RIGHT
 TD1228'JUST PAST A GRAVEL ROAD RIGHT.
 TD1228'THE STATION IS 37.5 M (123.0 FT) NORTHEAST OF THE INTERSECTION OF THE
 TD1228'GRAVEL ROAD AND STATE HIGHWAY 32, 30.3 M (99.4 FT) EAST OF THE CENTER
 TD1228'OF STATE HIGHWAY 32, 28.0 M (91.9 FT) NORTH OF THE GRAVEL ROAD AND
 TD1228'1.5 M (4.9 FT) WEST OF A WITNESS POST.
 TD1228
 TD1228                          STATION RECOVERY (2000)
 TD1228
 TD1228'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 TD1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0675 ***********************************************************************
 SO0675  DESIGNATION -  GARDEN
 SO0675  PID         -  SO0675
 SO0675  STATE/COUNTY-  ND/MCKENZIE
 SO0675  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0675
 SO0675                         *CURRENT SURVEY CONTROL
 SO0675  ___________________________________________________________________
 SO0675* NAD 83(1996)-  47 57 10.33676(N)    103 14 06.08153(W)     ADJUSTED  
 SO0675* NAVD 88     -       699.986  (meters)    2296.54   (feet)  ADJUSTED  
 SO0675  ___________________________________________________________________
 SO0675  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 SO0675  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0675  DYNAMIC HT  -         700.063 (meters)    2296.79  (feet)  COMP
 SO0675  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 SO0675
 SO0675  HORZ ORDER  -  THIRD
 SO0675  VERT ORDER  -  SECOND    CLASS 0
 SO0675
 SO0675.The horizontal coordinates were established by classical geodetic methods
 SO0675.and adjusted by the National Geodetic Survey in January 1998..
 SO0675
 SO0675.The orthometric height was determined by differential leveling
 SO0675.and adjusted by the National Geodetic Survey in June 1991..
 SO0675
 SO0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0675
 SO0675.The geoid height was determined by GEOID03.
 SO0675
 SO0675.The dynamic height is computed by dividing the NAVD 88
 SO0675.geopotential number by the normal gravity value computed on the
 SO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0675.degrees latitude (g = 980.6199 gals.).
 SO0675
 SO0675.The modeled gravity was interpolated from observed gravity values.
 SO0675
 SO0675;                    North         East     Units Scale Factor Converg.
 SO0675;SPC ND N     -   109,568.373   395,767.667   MT  0.99993848   -2 02 06.8
 SO0675;SPC ND N     -   359,476.29  1,298,450.35   iFT  0.99993848   -2 02 06.8
 SO0675;UTM  13      - 5,312,569.541   631,777.124   MT  0.99981338   +1 18 39.1
 SO0675
 SO0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0675!SPC ND N     -   0.99989310  x   0.99993848  =   0.99983159
 SO0675!UTM  13      -   0.99989310  x   0.99981338  =   0.99970650
 SO0675
 SO0675|---------------------------------------------------------------------|
 SO0675| PID    Reference Object                     Distance      Geod. Az  |
 SO0675|                                                           dddmmss.s |
 SO0675| SO0676 GARDEN RM 1                           6.717 METERS 09514     |
 SO0675| SO0674 GARDEN AZ MK                                       1023049.5 |
 SO0675| SO0677 GARDEN RM 2                           7.520 METERS 18745     |
 SO0675|---------------------------------------------------------------------|
 SO0675
 SO0675                          SUPERSEDED SURVEY CONTROL
 SO0675
 SO0675  NAD 83(1986)-  47 57 10.33546(N)    103 14 06.07825(W) AD(       ) 3
 SO0675  NAD 27      -  47 57 10.23400(N)    103 14 04.39700(W) AD(       ) 3
 SO0675  NGVD 29 (??/??/92)  699.479  (m)         2294.87   (f) ADJ UNCH    2 0
 SO0675
 SO0675.Superseded values are not recommended for survey control.
 SO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0675.See file dsdata.txt to determine how the superseded data were derived.
 SO0675
 SO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP3177712570(NAD 83)
 SO0675_MARKER: DS = TRIANGULATION STATION DISK
 SO0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0675_STAMPING: GARDEN 1945
 SO0675_MARK LOGO: CGS   
 SO0675_PROJECTION: PROJECTING 15 CENTIMETERS
 SO0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0675+STABILITY: SURFACE MOTION
 SO0675
 SO0675  HISTORY     - Date     Condition        Report By
 SO0675  HISTORY     - 1945     MONUMENTED       CGS
 SO0675  HISTORY     - 1946     GOOD             NGS
 SO0675  HISTORY     - 19840605 GOOD             NGS
 SO0675  HISTORY     - 19970616 GOOD             NDHD
 SO0675
 SO0675                          STATION DESCRIPTION
 SO0675
 SO0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SO0675'STATION IS LOCATED ABOUT 12 MILES N OF WATFORD CITY AND ABOUT
 SO0675'5.5 MILES (AIRLINE) SSW OF THE SMALL VILLAGE OF BANKS.  IT IS
 SO0675'ON THE HIGHEST HILL IN THE VICINITY AND 8 FEET NW OF A STANDARD
 SO0675'WITNESS POST.  THERE IS ANOTHER PROMINENT HILLTOP, SLIGHTLY
 SO0675'LOWER IN ELEVATION, 1/4 MILE TO THE E.  THE MARK PROJECTS
 SO0675'4 INCHES AND THE DISK IS STAMPED GARDEN 1945.
 SO0675'
 SO0675'STATION MARK IS A BRONZE STATION DISK SE IN TOP OF A CONCRETE
 SO0675'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 SO0675'CONCRETE.
 SO0675'
 SO0675'REFERENCE MARK 1 IS 22.04 FEET E OF THE STATION.  THE MARK
 SO0675'PROJECTS 6 INCHES AND THE DISK IS STAMPED GARDEN NO 1 1945.
 SO0675'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 SO0675'
 SO0675'REFERENCE MARK 2 IS 24.67 FEET S OF THE STATION.  THE MARK
 SO0675'PROJECTS 6 INCHES AND THE DISK IS STAMPED GARDEN NO 2 1945.
 SO0675'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 SO0675'
 SO0675'THE AZIMUTH MARK IS 1.3 MILES E, BY AN OLD DIM-TRACKED ROAD,
 SO0675'OF THE STATION.  IT IS LOCATED IN THE FENCE LINE, ABOUT 40
 SO0675'FEET N OF THE INTERSECTION OF A FARM DRIVEWAY, AND ABOUT 4
 SO0675'FEET NW OF A STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES
 SO0675'AND THE DISK IS STAMPED GARDEN 1945.  IT IS A BRONZE AZIMUTH
 SO0675'DISK SET IN TOP OF A CONCRETE POST.
 SO0675'
 SO0675'TO REACH THE STATION FROM THE POST OFFICE AT WATFORD CITY,
 SO0675'DRIVE N ON MAIN STREET 0.1 MILE, TURN RIGHT (E) ON STATE
 SO0675'HIGHWAY 23 AND GO E 3.0 MILES TO T-ROAD AND CEMETERY.  TURN
 SO0675'LEFT AND FOLLOW THE MAIN-GRADED ROAD N AND E 10.8 MILES TO A
 SO0675'T-ROAD TO THE LEFT, OPPOSITE A LARGE MAIL BOX.  TURN LEFT (W)
 SO0675'AND GO 0.6 MILE TO A T-LANE ROAD AND AZIMUTH MARK.  THE LANE
 SO0675'ROAD IS TO THE LEFT AND ENDS ABOUT 1/4 MILE S AT A LARGE
 SO0675'FARMHOUSE.  CONTINUE W ON OLD ROAD 0.4 MILE.  CONTINUE
 SO0675'W AND N FROM THE CORNERS, PASSING AROUND A FIELD 0.3 MILE.
 SO0675'THEN TURN LEFT AND GO NW ON DIM TRACKS UP THE STEEP SLOPE 0.6
 SO0675'MILE TO THE TOP OF THE DIVIDE AT A SMALL FIELD.  TURN
 SO0675'LEFT AND GO SW UP ALONG THE DIVIDE 0.1 MILE TO THE TOP OF
 SO0675'THE HILL AND STATION.
 SO0675'
 SO0675'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 SO0675
 SO0675                          STATION RECOVERY (1946)
 SO0675
 SO0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SO0675'16.0 MI N FROM WATFORD CITY.
 SO0675'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0675'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 10.7 MILES NORTH
 SO0675'ALONG A GRAVELED COUNTY ROAD TO A FARM ROAD AND FENCE LINE LEADING
 SO0675'WEST, THENCE 1.0 MILE WEST ALONG FARM ROAD TO A DIM TRAIL ROAD LEADING
 SO0675'NORTHWEST, THENCE 0.9 MILE NORTHWEST ALONG THE DIM TRAIL ROAD TO THE
 SO0675'TOP OF THE HIGHEST HILL IN THE VICINITY, 8 FEET NORTHWEST OF A 4 X 4
 SO0675'IN. MARKER POST.
 SO0675
 SO0675                          STATION RECOVERY (1984)
 SO0675
 SO0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SO0675'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 SO0675'IN GOOD CONDITION.  REFERENCE MARK 2 HAD BEEN HIT WITH SNOW REMOVAL
 SO0675'EQUIPMENT AND DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 SO0675'THE STATION IS ON PROPERTY OWNED BY MR. ALBERT HANSEN, ROUTE 1, BOX
 SO0675'39, WATFORD CITY, ND 58854.  MR. HANSEN HAS HAD PROBLEMS WITH PEOPLE
 SO0675'USING THIS STATION AND LEAVING GATES OPEN, DRIVING ACROSS THE GRASS,
 SO0675'RATHER THAN FOLLOWING THE TRACK ROAD, ETC.  THEREFORE, THIS STATION IS
 SO0675'NOT TO BE ACCESSED WITHOUT OBTAINING PERMISSION FROM MR. HANSEN FOR
 SO0675'EACH ENTRY AND KEEPING HIM INFORMED CONCERNING ANY USE OF THE STATION.
 SO0675'NEW DESCRIPTIVE TEXT FOLLOWS.
 SO0675' 
 SO0675'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH OF WATFORD CITY,
 SO0675'8.9 KM (5.55 MI) SOUTH-SOUTHWEST OF BANKS ON A HIGH HILL IN PASTURE
 SO0675'LAND.  THE STATION FROM EAST JUNCTION OF HIGHWAY 23 AND COUNTY ROUTE
 SO0675'1806, GO NORTH 1806 FOR 16.7 KM (10.35 MI) TO A SIDE ROAD LEFT.  ON
 SO0675'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.0 KM (0.60 MI) TO WHERE
 SO0675'GRAVELED ROAD TURNS SOUTH, THE AZIMUTH MARK ON THE RIGHT AND A TRACK
 SO0675'ROAD AHEAD.  CONTINUE WEST ON THE TRACK ROAD FOR 0.6 KM (0.35 MI).  AT
 SO0675'A GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD WEST, NORTH ON WEST
 SO0675'FOR 0.5 KM (0.30 MI) TO A GATE, PASS THROUGH GATE AND FOLLOW TRACK
 SO0675'ROAD WESTERLY FOR 0.8 KM (0.50 MI) TO A GATE AND FENCE.  GO ALONG THE
 SO0675'SOUTHEAST SIDE OF THE FENCE, SOUTHWEST DIRECTION FOR 0.25 KM (0.15 MI)
 SO0675'TO TOP OF HILL AND STATION.
 SO0675' 
 SO0675'STATION IS A STANDARD CGS DISK STAMPED--GARDEN 1945--, SET INTO THE
 SO0675'TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER,
 SO0675'PROJECTING 6 INCHES, 15 CM ABOVE THE GROUND.  LOCATED 4.3 METERS
 SO0675'(14.1 FT) NORTH FROM A FENCE.
 SO0675' 
 SO0675'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--GARDEN NO 1
 SO0675'1945--, SET INTO A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 SO0675'DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. LOCATED 0.8
 SO0675'METERS (2.6 FT) NORTH FROM A FENCE AND 0.15 METER (0.49 FT) LOWER THAN
 SO0675'THE STATION.
 SO0675' 
 SO0675'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--GARDEN 1945 NO 3
 SO0675'1984--, SET INTO A ROCK OUTCROP, 1.5 FT (0.5 M), LARGEST DIMENSION.
 SO0675'LOCATED 12.2 METERS (40.0 FT) SOUTH FROM A FENCE. 0.3 MT. NORTH FROM A
 SO0675'WITNESS POST AND 0.8 MT.  LOWER THAN THE STATION.
 SO0675' 
 SO0675'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--GARDEN 1945--, SET
 SO0675'INTO A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 SO0675'WITH GROUND.  LOCATED ALONG THE SOUTH EDGE OF A CULTIVATED FIELD.
 SO0675'STATION IS LOCATED 22.0 METERS (72.2 FT) NORTH FROM THE CENTER OF A
 SO0675'TRACK ROAD, 11.7 METERS (38.4 FT) SOUTHEAST FROM A POWER POLE. 0.3
 SO0675'METER (1.0 FT) EAST FROM A WITNESS POST.
 SO0675
 SO0675                          STATION RECOVERY (1997)
 SO0675
 SO0675'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SO0675'RECOVERED IN GOOD CONDITION.  NOTE--SET A NOAA CARSONITE POST, 3 FEET
 SO0675'(0.9 M) EAST OF STATION MARK.  THE BRASS CAP FOR REF MARK 2 IS
 SO0675'MISSING, BUT THE CONCRETE POST IS STILL THERE.  REF MARK 3 WAS FOUND
 SO0675'SET IN A GRANITE BOULDER STAMPED GARDEN REFERENCE MARK 3 1945 1984
 SO0675'APPROXIMATELY 50 FEET (15.2 M) SOUTH OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0674 ***********************************************************************
 SO0674  DESIGNATION -  GARDEN AZ MK
 SO0674  PID         -  SO0674
 SO0674  STATE/COUNTY-  ND/MCKENZIE
 SO0674  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0674
 SO0674                         *CURRENT SURVEY CONTROL
 SO0674  ___________________________________________________________________
 SO0674* NAD 83(1986)-  47 56 55.     (N)    103 12 28.     (W)     SCALED    
 SO0674* NAVD 88     -       606.695  (meters)    1990.47   (feet)  ADJUSTED  
 SO0674  ___________________________________________________________________
 SO0674  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 SO0674  DYNAMIC HT  -         606.761 (meters)    1990.68  (feet)  COMP
 SO0674  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 SO0674
 SO0674  VERT ORDER  -  SECOND    CLASS 0
 SO0674
 SO0674.The horizontal coordinates were scaled from a topographic map and have
 SO0674.an estimated accuracy of +/- 6 seconds.
 SO0674
 SO0674.The orthometric height was determined by differential leveling
 SO0674.and adjusted by the National Geodetic Survey in June 1991..
 SO0674
 SO0674.The geoid height was determined by GEOID03.
 SO0674
 SO0674.The dynamic height is computed by dividing the NAVD 88
 SO0674.geopotential number by the normal gravity value computed on the
 SO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0674.degrees latitude (g = 980.6199 gals.).
 SO0674
 SO0674.The modeled gravity was interpolated from observed gravity values.
 SO0674
 SO0674;                    North         East    Units  Estimated Accuracy
 SO0674;SPC ND N     -   109,020.      397,790.      MT  (+/- 180 meters Scaled)
 SO0674
 SO0674                          SUPERSEDED SURVEY CONTROL
 SO0674
 SO0674  NGVD 29 (??/??/92)  606.186  (m)         1988.80   (f) ADJ UNCH    2 0
 SO0674
 SO0674.Superseded values are not recommended for survey control.
 SO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0674.See file dsdata.txt to determine how the superseded data were derived.
 SO0674
 SO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP338121(NAD 83)
 SO0674_MARKER: DZ = AZIMUTH MARK DISK
 SO0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0674_STAMPING: GARDEN 1945
 SO0674_MARK LOGO: CGS   
 SO0674_PROJECTION: FLUSH
 SO0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0674+STABILITY: SURFACE MOTION
 SO0674
 SO0674  HISTORY     - Date     Condition        Report By
 SO0674  HISTORY     - 1945     MONUMENTED       CGS
 SO0674  HISTORY     - 1946     GOOD             NGS
 SO0674  HISTORY     - 19840605 GOOD             NGS
 SO0674
 SO0674                          STATION DESCRIPTION
 SO0674
 SO0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SO0674'14.7 MI N FROM WATFORD CITY.
 SO0674'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0674'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 10.7 MILES NORTH
 SO0674'ALONG A GRAVELED COUNTY ROAD TO A FARM ROAD AND FENCE LINE LEADING
 SO0674'WEST, THENCE 0.6 MILES WEST ALONG THE FARM ROAD, 40 FEET NORTH OF THE
 SO0674'CENTER LINE OF THE FARM ROAD, 4 FEET NORTHWEST OF A 4 X 4 IN. MARKER
 SO0674'POST.
 SO0674
 SO0674                          STATION RECOVERY (1984)
 SO0674
 SO0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SO0674'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--GARDEN 1945--, SET
 SO0674'INTO A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 SO0674'WITH GROUND.  LOCATED ALONG THE SOUTH EDGE OF A CULTIVATED FIELD.
 SO0674'STATION IS LOCATED 22.0 METERS (72.2 FT) NORTH FROM THE CENTER
 SO0674'OF A TRACK ROAD, 11.7 METERS (38.4 FT) SOUTHEAST FROM A POWER POLE.
 SO0674'0.3 METER (1.0 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0676 ***********************************************************************
 SO0676  DESIGNATION -  GARDEN RM 1
 SO0676  PID         -  SO0676
 SO0676  STATE/COUNTY-  ND/MCKENZIE
 SO0676  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0676
 SO0676                         *CURRENT SURVEY CONTROL
 SO0676  ___________________________________________________________________
 SO0676* NAD 83(1986)-  47 57 10.     (N)    103 14 06.     (W)     SCALED    
 SO0676* NAVD 88     -       699.766  (meters)    2295.82   (feet)  ADJUSTED  
 SO0676  ___________________________________________________________________
 SO0676  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0676  DYNAMIC HT  -         699.844 (meters)    2296.07  (feet)  COMP
 SO0676  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 SO0676
 SO0676  VERT ORDER  -  SECOND    CLASS 0
 SO0676
 SO0676.The horizontal coordinates were scaled from a topographic map and have
 SO0676.an estimated accuracy of +/- 6 seconds.
 SO0676
 SO0676.The orthometric height was determined by differential leveling
 SO0676.and adjusted by the National Geodetic Survey in June 1991..
 SO0676
 SO0676.The geoid height was determined by GEOID03.
 SO0676
 SO0676.The dynamic height is computed by dividing the NAVD 88
 SO0676.geopotential number by the normal gravity value computed on the
 SO0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0676.degrees latitude (g = 980.6199 gals.).
 SO0676
 SO0676.The modeled gravity was interpolated from observed gravity values.
 SO0676
 SO0676;                    North         East    Units  Estimated Accuracy
 SO0676;SPC ND N     -   109,560.      395,770.      MT  (+/- 180 meters Scaled)
 SO0676
 SO0676                          SUPERSEDED SURVEY CONTROL
 SO0676
 SO0676  NGVD 29 (??/??/92)  699.260  (m)         2294.16   (f) ADJ UNCH    2 0
 SO0676
 SO0676.Superseded values are not recommended for survey control.
 SO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0676.See file dsdata.txt to determine how the superseded data were derived.
 SO0676
 SO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP317125(NAD 83)
 SO0676_MARKER: DR = REFERENCE MARK DISK
 SO0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0676_STAMPING: GARDEN NO 1 1945
 SO0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0676+STABILITY: SURFACE MOTION
 SO0676
 SO0676  HISTORY     - Date     Condition        Report By
 SO0676  HISTORY     - 1945     MONUMENTED       CGS
 SO0676  HISTORY     - 1946     GOOD             NGS
 SO0676
 SO0676                          STATION DESCRIPTION
 SO0676
 SO0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SO0676'16.0 MI N FROM WATFORD CITY.
 SO0676'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0676'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 10.7 MILES NORTH
 SO0676'ALONG A GRAVELED COUNTY ROAD TO A FARM ROAD AND FENCE LINE LEADING
 SO0676'WEST, THENCE 1.0 MILE WEST ALONG THE FARM ROAD TO A DIM TRAIL ROAD
 SO0676'LEADING NORTHWEST, THENCE 0.9 MILE NORTHWEST ALONG THE DIM TRAIL ROAD
 SO0676'TO THE TOP OF THE HIGHEST HILL IN THE VICINITY, MARK IS 22.5 FEET EAST
 SO0676'OF THE STATION AND 16 FEET NORTHWEST OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0677 ***********************************************************************
 SO0677  DESIGNATION -  GARDEN RM 2
 SO0677  PID         -  SO0677
 SO0677  STATE/COUNTY-  ND/MCKENZIE
 SO0677  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0677
 SO0677                         *CURRENT SURVEY CONTROL
 SO0677  ___________________________________________________________________
 SO0677* NAD 83(1986)-  47 57 10.     (N)    103 14 06.     (W)     SCALED    
 SO0677* NAVD 88     -       699.536  (meters)    2295.06   (feet)  ADJUSTED  
 SO0677  ___________________________________________________________________
 SO0677  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0677  DYNAMIC HT  -         699.614 (meters)    2295.32  (feet)  COMP
 SO0677  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 SO0677
 SO0677  VERT ORDER  -  SECOND    CLASS 0
 SO0677
 SO0677.The horizontal coordinates were scaled from a topographic map and have
 SO0677.an estimated accuracy of +/- 6 seconds.
 SO0677
 SO0677.The orthometric height was determined by differential leveling
 SO0677.and adjusted by the National Geodetic Survey in June 1991..
 SO0677
 SO0677.The geoid height was determined by GEOID03.
 SO0677
 SO0677.The dynamic height is computed by dividing the NAVD 88
 SO0677.geopotential number by the normal gravity value computed on the
 SO0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0677.degrees latitude (g = 980.6199 gals.).
 SO0677
 SO0677.The modeled gravity was interpolated from observed gravity values.
 SO0677
 SO0677;                    North         East    Units  Estimated Accuracy
 SO0677;SPC ND N     -   109,560.      395,770.      MT  (+/- 180 meters Scaled)
 SO0677
 SO0677                          SUPERSEDED SURVEY CONTROL
 SO0677
 SO0677  NGVD 29 (??/??/92)  699.030  (m)         2293.40   (f) ADJ UNCH    2 0
 SO0677
 SO0677.Superseded values are not recommended for survey control.
 SO0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0677.See file dsdata.txt to determine how the superseded data were derived.
 SO0677
 SO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP317125(NAD 83)
 SO0677_MARKER: DR = REFERENCE MARK DISK
 SO0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0677_STAMPING: GARDEN NO 2 1945
 SO0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0677+STABILITY: SURFACE MOTION
 SO0677
 SO0677  HISTORY     - Date     Condition        Report By
 SO0677  HISTORY     - 1945     MONUMENTED       CGS
 SO0677  HISTORY     - 1946     GOOD             NGS
 SO0677
 SO0677                          STATION DESCRIPTION
 SO0677
 SO0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SO0677'16.0 MI N FROM WATFORD CITY.
 SO0677'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0677'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 10.7 MILES NORTH
 SO0677'ALONG A GRAVELED COUNTY ROAD TO A FARM ROAD AND FENCE LINE LEADING
 SO0677'WEST, THENCE 1.0 MILE WEST ALONG THE FARM ROAD TO A DIM TRAIL ROAD
 SO0677'LEADING NORTHWEST, THENCE 0.9 MILE NORTHWEST ALONG THE DIM TRAIL ROAD
 SO0677'TO THE TOP OF THE HIGHEST HILL IN THE VICINITY, MARK IS 25 FEET SOUTH
 SO0677'OF THE STATION, 18 FEET SOUTH OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1537 ***********************************************************************
 SL1537  DESIGNATION -  GARDNER
 SL1537  PID         -  SL1537
 SL1537  STATE/COUNTY-  ND/CASS
 SL1537  USGS QUAD   -  GARDNER (1963)
 SL1537
 SL1537                         *CURRENT SURVEY CONTROL
 SL1537  ___________________________________________________________________
 SL1537* NAD 83(1996)-  47 08 51.09201(N)    096 58 09.82650(W)     ADJUSTED  
 SL1537* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 SL1537  ___________________________________________________________________
 SL1537  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 SL1537  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 SL1537
 SL1537  HORZ ORDER  -  SECOND
 SL1537
 SL1537.The horizontal coordinates were established by classical geodetic methods
 SL1537.and adjusted by the National Geodetic Survey in January 1998..
 SL1537
 SL1537.The orthometric height was scaled from a topographic map.
 SL1537
 SL1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1537
 SL1537.The geoid height was determined by GEOID03.
 SL1537
 SL1537;                    North         East     Units Scale Factor Converg.
 SL1537;SPC ND S     -   170,626.179   867,680.249   MT  0.99995074   +2 34 30.6
 SL1537;SPC ND S     -   559,797.18  2,846,719.98   iFT  0.99995074   +2 34 30.6
 SL1537;SPC ND N     -    22,541.051   867,708.066   MT  1.00006842   +2 37 38.1
 SL1537;SPC ND N     -    73,953.58  2,846,811.24   iFT  1.00006842   +2 37 38.1
 SL1537;SPC MN C     -   342,241.610   593,779.408   MT  1.00002278   -1 58 01.8
 SL1537;UTM  14      - 5,223,558.661   653,950.004   MT  0.99989129   +1 29 20.2
 SL1537
 SL1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1537!SPC ND S     -   0.99996173  x   0.99995074  =   0.99991247
 SL1537!SPC ND N     -   0.99996173  x   1.00006842  =   1.00003014
 SL1537!SPC MN C     -   0.99996173  x   1.00002278  =   0.99998451
 SL1537!UTM  14      -   0.99996173  x   0.99989129  =   0.99985302
 SL1537
 SL1537|---------------------------------------------------------------------|
 SL1537| PID    Reference Object                     Distance      Geod. Az  |
 SL1537|                                                           dddmmss.s |
 SL1537| CO9584 GARDNER RM 1                         30.876 METERS 04110     |
 SL1537| SL0226 Q 47                                 26.400 METERS 14919     |
 SL1537| CO9583 GARDNER AZ MK                                      3245945.0 |
 SL1537| SL1305 GRANDIN FARMERS GRAIN CO ELEV       APPROX.10.3 KM 3461016.6 |
 SL1537|---------------------------------------------------------------------|
 SL1537
 SL1537                          SUPERSEDED SURVEY CONTROL
 SL1537
 SL1537  NAD 83(1986)-  47 08 51.09124(N)    096 58 09.81804(W) AD(       ) 2
 SL1537  NAD 27      -  47 08 51.18700(N)    096 58 08.51900(W) AD(       ) 2
 SL1537
 SL1537.Superseded values are not recommended for survey control.
 SL1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1537.See file dsdata.txt to determine how the superseded data were derived.
 SL1537
 SL1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5395023559(NAD 83)
 SL1537_MARKER: DS = TRIANGULATION STATION DISK
 SL1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1537
 SL1537  HISTORY     - Date     Condition        Report By
 SL1537  HISTORY     - 1954     MONUMENTED       CGS
 SL1537  HISTORY     - 1962     GOOD             USGS
 SL1537  HISTORY     - 1963     GOOD             CGS
 SL1537
 SL1537                          STATION DESCRIPTION
 SL1537
 SL1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1537'THE STATION IS LOCATED IN THE TOWN OF GARDNER, ON THE RIGHT-OF-WAY
 SL1537'OF THE GREAT NORTHERN RAILROAD, 154 FEET SOUTH OF THE SOUTHWEST
 SL1537'CORNER OF THE RAILROAD DEPOT, 96 FEET WEST OF THE WEST RAIL,
 SL1537'4.5 FEET SOUTH OF A WHITE WITNESS POST, AND 2 FEET EAST OF A
 SL1537'SNOW FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 SL1537'GARDNER 1954.
 SL1537'
 SL1537'REFERENCE MARK NO. 1, NORTHEAST OF THE STATION, IS AT THE WEST
 SL1537'EDGE OF THE DEPOT PLATFORM, 106 FEET SOUTH OF THE DEPOT, AND
 SL1537'PROJECTS 3 INCHES.  THE DISK IS STAMPED GARDNER NO 1 1954.
 SL1537'
 SL1537'BENCH MARK Q 47, SOUTH-SOUTHEAST OF THE STATION, IS A STANDARD
 SL1537'DISK SET IN A SQUARE TOPPED CONCRETE POST, 10 FEET NORTH OF A
 SL1537'DOUBLE TELEPHONE POLE, AND PROJECTS 3 INCHES.  THE DISK IS
 SL1537'STAMPED Q 47 1934.
 SL1537'
 SL1537'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILES NORTH-NORTHWEST, IS
 SL1537'0.1 MILE WEST OF A RAILROAD CROSSING, 75 FEET SOUTH OF THE CENTER
 SL1537'OF A GRAVEL ROAD, 1.5 FEET SOUTHEAST OF A WHITE WOODEN POST
 SL1537'NAILED TO A TELEPHONE POLE, AND PROJECTS 6 INCHES.  THE DISK IS
 SL1537'STAMPED GARDNER 1954.
 SL1537'
 SL1537'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SL1537
 SL1537                          STATION RECOVERY (1962)
 SL1537
 SL1537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SL1537'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SL1537
 SL1537                          STATION RECOVERY (1963)
 SL1537
 SL1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL1537'STATION RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS FOUND IN
 SL1537'GOOD CONDITION.  R.M. NO. 1 WAS FOUND TO BE JUST BELOW THE SURFACE
 SL1537'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1287 ***********************************************************************
 SL1287  DESIGNATION -  GARFIELD
 SL1287  PID         -  SL1287
 SL1287  STATE/COUNTY-  ND/TRAILL
 SL1287  USGS QUAD   -  HATTON SW (1970)
 SL1287
 SL1287                         *CURRENT SURVEY CONTROL
 SL1287  ___________________________________________________________________
 SL1287* NAD 83(1996)-  47 35 58.10562(N)    097 24 52.12854(W)     ADJUSTED  
 SL1287* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 SL1287  ___________________________________________________________________
 SL1287  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 SL1287  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 SL1287
 SL1287  HORZ ORDER  -  FIRST
 SL1287
 SL1287.The horizontal coordinates were established by classical geodetic methods
 SL1287.and adjusted by the National Geodetic Survey in January 1998..
 SL1287
 SL1287.The orthometric height was scaled from a topographic map.
 SL1287
 SL1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1287
 SL1287.The geoid height was determined by GEOID03.
 SL1287
 SL1287;                    North         East     Units Scale Factor Converg.
 SL1287;SPC ND N     -    71,298.192   831,965.895   MT  0.99997148   +2 17 45.7
 SL1287;SPC ND N     -   233,917.95  2,729,546.90   iFT  0.99997148   +2 17 45.7
 SL1287;UTM  14      - 5,273,002.855   619,183.847   MT  0.99977456   +1 10 15.5
 SL1287
 SL1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1287!SPC ND N     -   0.99995422  x   0.99997148  =   0.99992570
 SL1287!UTM  14      -   0.99995422  x   0.99977456  =   0.99972879
 SL1287
 SL1287:                Primary Azimuth Mark                     Grid Az
 SL1287:SPC ND N     -  GARFIELD AZ MK                           086 46 14.9
 SL1287:UTM  14      -  GARFIELD AZ MK                           087 53 45.1
 SL1287
 SL1287|---------------------------------------------------------------------|
 SL1287| PID    Reference Object                     Distance      Geod. Az  |
 SL1287|                                                           dddmmss.s |
 SL1287| CO5037 GARFIELD AZ MK                                     0890400.6 |
 SL1287| CO5038 GARFIELD RM 1                        37.996 METERS 19619     |
 SL1287| CO5039 GARFIELD RM 2                        38.972 METERS 26702     |
 SL1287|---------------------------------------------------------------------|
 SL1287
 SL1287                          SUPERSEDED SURVEY CONTROL
 SL1287
 SL1287  NAD 83(1986)-  47 35 58.10405(N)    097 24 52.12092(W) AD(       ) 1
 SL1287  NAD 27      -  47 35 58.15800(N)    097 24 50.80000(W) AD(       ) 1
 SL1287
 SL1287.Superseded values are not recommended for survey control.
 SL1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1287.See file dsdata.txt to determine how the superseded data were derived.
 SL1287
 SL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1918473003(NAD 83)
 SL1287_MARKER: DS = TRIANGULATION STATION DISK
 SL1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1287
 SL1287  HISTORY     - Date     Condition        Report By
 SL1287  HISTORY     - 1941     MONUMENTED       CGS
 SL1287
 SL1287                          STATION DESCRIPTION
 SL1287
 SL1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1287'STATION IS LOCATED ABOUT 9 MILES NW OF THE TOWN OF MAYVILLE,
 SL1287'IN THE NE 1/4 SEC. 33, T. 148 N, R. 53 W, ON THE RIGHT-OF-WAY
 SL1287'OF THE GREAT NORTHERN RAILROAD.  IT IS 60.2 FEET E OF THE E
 SL1287'RAIL OF THE RAILROAD, 11-1/2 FEET S OF A WHITE REFERENCE
 SL1287'POST AND 45 FEET S OF THE CENTER LINE OF AN E-W GRAVEL ROAD.
 SL1287'IT IS STAMPED GARFIELD 1941 AND PROJECTS ABOUT 4 INCHES.
 SL1287'
 SL1287'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1287'BRONZE DISKS SET IN CONCRETE.
 SL1287'
 SL1287'REFERENCE MARK NO. 1 IS 39 FEET W OF THE W RAIL OF THE RAILROAD,
 SL1287'AND 3 FEET S OF A TELEPHONE POLE.  IT IS STAMPED GARFIELD
 SL1287'NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SL1287'
 SL1287'REFERENCE MARK NO. 2 IS 41.4 FEET W OF THE W RAIL OF THE RAILROAD,
 SL1287'54 FEET S OF THE CENTER LINE OF AN E-W GRAVEL ROAD AND 7-1/2
 SL1287'FEET S OF A TELEPHONE POLE.  IT IS STAMPED GARFIELD NO. 2 1941
 SL1287'AND PROJECTS ABOUT 6 INCHES.
 SL1287'
 SL1287'THE AZIMUTH MARK IS 45 FEET N OF THE CENTER LINE OF AN E-W
 SL1287'GRAVEL ROAD, 20 FEET W OF THE S END OF A LINE OF WILLOW TREES,
 SL1287'3-1/2 FEET N OF A WHITE REFERENCE POST AND 1-1/2 FEET N OF A
 SL1287'FENCE CORNER.  IT IS STAMPED GARFIELD 1941 AND PROJECTS ABOUT
 SL1287'8 INCHES.
 SL1287'
 SL1287'TO REACH THE STATION FROM THE POST OFFICE IN MAYVILLE, GO E
 SL1287'ACROSS RAILROAD 0.05 MILE TO A GRAVEL ROAD LEFT, TURN LEFT
 SL1287'AND GO 6.85 MILES TO A CROSS ROAD JUST S OF A WHITE SCHOOLHOUSE,
 SL1287'TURN LEFT AND GO 3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 SL1287'CONTINUE 0.85 MILE TO THE STATION ON THE LEFT NEAR THE GREAT
 SL1287'NORTHERN RAILROAD.
 SL1287'
 SL1287'ALL STATIONS OBSERVED FROM THIS STATION WERE VISIBLE AT 50 FEET.
 SL1287'
 SL1287'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1054 ***********************************************************************
 RP1054  DESIGNATION -  GARFIELD
 RP1054  PID         -  RP1054
 RP1054  STATE/COUNTY-  ND/RICHLAND
 RP1054  USGS QUAD   -  MOORETON WEST (1978)
 RP1054
 RP1054                         *CURRENT SURVEY CONTROL
 RP1054  ___________________________________________________________________
 RP1054* NAD 83(1996)-  46 15 42.72577(N)    096 56 55.26474(W)     ADJUSTED  
 RP1054* NAVD 88     -       302.09   (+/-2cm)     991.1    (feet)  VERTCON   
 RP1054  ___________________________________________________________________
 RP1054  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RP1054  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RP1054
 RP1054  HORZ ORDER  -  THIRD
 RP1054  VERT ORDER  -  THIRD ? (See Below)
 RP1054
 RP1054.The horizontal coordinates were established by classical geodetic methods
 RP1054.and adjusted by the National Geodetic Survey in January 1998..
 RP1054
 RP1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1054.The vertical order pertains to the NGVD 29 superseded value.
 RP1054
 RP1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1054
 RP1054.The geoid height was determined by GEOID03.
 RP1054
 RP1054;                    North         East     Units Scale Factor Converg.
 RP1054;SPC ND S     -    72,348.479   873,698.714   MT  0.99998549   +2 35 25.0
 RP1054;SPC ND S     -   237,363.78  2,866,465.60   iFT  0.99998549   +2 35 25.0
 RP1054;UTM  14      - 5,125,188.580   658,085.663   MT  0.99990721   +1 28 56.6
 RP1054
 RP1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1054!SPC ND S     -   0.99995679  x   0.99998549  =   0.99994228
 RP1054!UTM  14      -   0.99995679  x   0.99990721  =   0.99986401
 RP1054
 RP1054|---------------------------------------------------------------------|
 RP1054| PID    Reference Object                     Distance      Geod. Az  |
 RP1054|                                                           dddmmss.s |
 RP1054| CO9586 GARFIELD RM 1                         9.979 METERS 08443     |
 RP1054| CO9585 GARFIELD AZ MK                                     0900859.7 |
 RP1054| RP1049 MANTADOR ST PETER ST PAULS CH       APPROX.10.8 KM 1934052.1 |
 RP1054| CO9587 GARFIELD RM 2                        10.560 METERS 27500     |
 RP1054|---------------------------------------------------------------------|
 RP1054
 RP1054                          SUPERSEDED SURVEY CONTROL
 RP1054
 RP1054  NAD 83(1986)-  46 15 42.72452(N)    096 56 55.25600(W) AD(       ) 3
 RP1054  NAD 27      -  46 15 42.86600(N)    096 56 53.96300(W) AD(       ) 3
 RP1054  NGVD 29 (07/19/86)  301.83   (m)          990.3    (f) LEVELING    3  
 RP1054
 RP1054.Superseded values are not recommended for survey control.
 RP1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1054.See file dsdata.txt to determine how the superseded data were derived.
 RP1054
 RP1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5808625189(NAD 83)
 RP1054_MARKER: DS = TRIANGULATION STATION DISK
 RP1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1054+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2003
 RP1054
 RP1054  HISTORY     - Date     Condition        Report By
 RP1054  HISTORY     - 1954     MONUMENTED       CGS
 RP1054  HISTORY     - 20030204 GOOD             NDHD
 RP1054
 RP1054                          STATION DESCRIPTION
 RP1054
 RP1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1054'THE STATION IS IN THE SOUTHEAST CORNER OF THE NORTHEAST
 RP1054'QUARTER OF SEC. 9, T. 132 N.  R. 50 W. ON THE ROAD RIGHT-OF-WAY
 RP1054'OF STATE HIGHWAY 13.  IT IS 3.5 MILES WEST OF MOORETON AND
 RP1054'2.5 MILES EAST OF BARNEY.
 RP1054'
 RP1054'THE STATION MARK, 96 FEET NORTH OF THE CENTER LINE OF STATE
 RP1054'HIGHWAY 13, 91 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 57
 RP1054'FEET WEST OF A FENCE CORNER, 4.5 FEET SOUTHEAST OF A TELEPHONE
 RP1054'POLE, 4.5 FEET SOUTHWEST OF A WITNESS POST AND 4 FEET SOUTH
 RP1054'OF A FENCE, IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS
 RP1054'STAMPED GARFIELD 1954.
 RP1054'
 RP1054'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 99 FEET NORTH
 RP1054'OF THE CENTER LINE OF STATE HIGHWAY 13, 59 FEET WEST OF THE
 RP1054'CENTER OF THE GRAVEL ROAD, 24 FEET WEST OF THE FENCE CORNER,
 RP1054'1 FOOT SOUTH OF A BARBED-WIRE FENCE AND PROJECTS 6 INCHES.
 RP1054'THE DISK IS STAMPED GARFIELD NO 1 1954.
 RP1054'
 RP1054'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 126 FEET WEST
 RP1054'OF THE CENTER OF THE GRAVEL ROAD, 99 FEET NORTH OF THE CENTER
 RP1054'LINE OF STATE HIGHWAY 13, 1 FOOT SOUTH OF THE BARBED-WIRE
 RP1054'FENCE AND PROJECTS 6 INCHES..  THE DISK IS STAMPED GARFIELD NO
 RP1054'2 1954.
 RP1054'
 RP1054'THE AZIMUTH MARK, 1.0 MILE EAST OF THE STATION, IS 96.5 FEET
 RP1054'NORTH OF THE CENTER LINE OF STATE HIGHWAY 13, 76 FEET WEST
 RP1054'OF THE CENTER OF A GRAVEL ROAD, 71.4 FEET SOUTH-SOUTHEAST
 RP1054'OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 3 FEET SOUTH OF
 RP1054'A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST AND PROJECTS
 RP1054'8 INCHES.  THE DISK IS STAMPED GARFIELD 1954.
 RP1054'
 RP1054'TO REACH THE STATION FROM THE TOWN OF MOORETON, GO SOUTH
 RP1054'FOR 0.5 MILE TO STATE HIGHWAY 13, TURN RIGHT AND GO WEST ON
 RP1054'THE PAVED ROAD FOR 2.5 MILES TO A SCHOOL ON THE RIGHT AND
 RP1054'THE AZIMUTH MARK IN THE SCHOOLYARD.  CONTINUE WEST ON THE
 RP1054'PAVED ROAD, STATE HIGHWAY 13, FOR 1.0 MILE TO A CROSSROAD
 RP1054'AND THE STATION IN THE NORTHWEST ANGLE.
 RP1054'
 RP1054'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RP1054
 RP1054                          STATION RECOVERY (2003)
 RP1054
 RP1054'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2003 (WP)
 RP1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0597 ***********************************************************************
 SN0597  DESIGNATION -  GARRISON
 SN0597  PID         -  SN0597
 SN0597  STATE/COUNTY-  ND/MCLEAN
 SN0597  USGS QUAD   -  GARRISON (1981)
 SN0597
 SN0597                         *CURRENT SURVEY CONTROL
 SN0597  ___________________________________________________________________
 SN0597* NAD 83(1986)-  47 38 59.     (N)    101 25 02.     (W)     SCALED    
 SN0597* NAVD 88     -       582.205  (meters)    1910.12   (feet)  ADJUSTED  
 SN0597  ___________________________________________________________________
 SN0597  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SN0597  DYNAMIC HT  -         582.256 (meters)    1910.28  (feet)  COMP
 SN0597  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 SN0597
 SN0597  VERT ORDER  -  SECOND    CLASS 0
 SN0597
 SN0597.The horizontal coordinates were scaled from a topographic map and have
 SN0597.an estimated accuracy of +/- 6 seconds.
 SN0597
 SN0597.The orthometric height was determined by differential leveling
 SN0597.and adjusted by the National Geodetic Survey in June 1991..
 SN0597
 SN0597.The geoid height was determined by GEOID03.
 SN0597
 SN0597.The dynamic height is computed by dividing the NAVD 88
 SN0597.geopotential number by the normal gravity value computed on the
 SN0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0597.degrees latitude (g = 980.6199 gals.).
 SN0597
 SN0597.The modeled gravity was interpolated from observed gravity values.
 SN0597
 SN0597;                    North         East    Units  Estimated Accuracy
 SN0597;SPC ND N     -    72,650.      531,090.      MT  (+/- 180 meters Scaled)
 SN0597
 SN0597                          SUPERSEDED SURVEY CONTROL
 SN0597
 SN0597  NGVD 29 (??/??/92)  581.811  (m)         1908.82   (f) ADJ UNCH    2 0
 SN0597
 SN0597.Superseded values are not recommended for survey control.
 SN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0597.See file dsdata.txt to determine how the superseded data were derived.
 SN0597
 SN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184802(NAD 83)
 SN0597_MARKER: DB = BENCH MARK DISK
 SN0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0597_SP_SET: FLAGPOLE BASE
 SN0597_STAMPING: GARRISON 1934
 SN0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0597
 SN0597  HISTORY     - Date     Condition        Report By
 SN0597  HISTORY     - 1934     MONUMENTED       CGS
 SN0597  HISTORY     - 1958     GOOD             NGS
 SN0597  HISTORY     - 1968     GOOD             DOD
 SN0597
 SN0597                          STATION DESCRIPTION
 SN0597
 SN0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0597'IN GARRISON.
 SN0597'AT GARRISON, ON THE SOO LINE RAILROAD ABOUT 1000 FEET WEST OF MILEPOST
 SN0597'497, 150 FEET NORTH OF THE TRACK, AND IN THE BASE OF A FLAGPOLE. A
 SN0597'STANDARD DISK, STAMPED GARRISON 1934.  NOTE-- THE FLAGPOLE IS IN THE
 SN0597'CENTER OF THE STREET AT THE SOUTH END OF THE BUSINESS DISTRICT IN
 SN0597'GARRISON.
 SN0597
 SN0597                          STATION RECOVERY (1968)
 SN0597
 SN0597'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1643 ***********************************************************************
 SN1643  DESIGNATION -  GARRISON EAST MUNICIPAL TANK
 SN1643  PID         -  SN1643
 SN1643  STATE/COUNTY-  ND/MCLEAN
 SN1643  USGS QUAD   -  GARRISON (1981)
 SN1643
 SN1643                         *CURRENT SURVEY CONTROL
 SN1643  ___________________________________________________________________
 SN1643* NAD 83(1996)-  47 39 22.33241(N)    101 25 06.58963(W)     ADJUSTED  
 SN1643* NAVD 88     -                                                        
 SN1643  ___________________________________________________________________
 SN1643  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 SN1643  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SN1643
 SN1643  HORZ ORDER  -  THIRD
 SN1643
 SN1643.The horizontal coordinates were established by classical geodetic methods
 SN1643.and adjusted by the National Geodetic Survey in January 1998..
 SN1643
 SN1643
 SN1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1643
 SN1643.The geoid height was determined by GEOID03.
 SN1643
 SN1643;                    North         East     Units Scale Factor Converg.
 SN1643;SPC ND N     -    73,368.426   531,006.815   MT  0.99996365   -0 41 00.5
 SN1643;SPC ND N     -   240,710.06  1,742,148.34   iFT  0.99996365   -0 41 00.5
 SN1643;SPC ND S     -   221,566.573   531,001.561   MT  1.00003886   -0 40 11.8
 SN1643;SPC ND S     -   726,924.45  1,742,131.11   iFT  1.00003886   -0 40 11.8
 SN1643;UTM  14      - 5,280,923.450   318,400.558   MT  1.00000527   -1 47 16.9
 SN1643
 SN1643                          SUPERSEDED SURVEY CONTROL
 SN1643
 SN1643  NAD 83(1986)-  47 39 22.33174(N)    101 25 06.58258(W) AD(       ) 4
 SN1643  NAD 27      -  47 39 22.34000(N)    101 25 05.00000(W) AD(       ) 3
 SN1643
 SN1643.Superseded values are not recommended for survey control.
 SN1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1643.See file dsdata.txt to determine how the superseded data were derived.
 SN1643
 SN1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1840180923(NAD 83)
 SN1643_MARKER: 53 = ELEVATED TANK
 SN1643
 SN1643  HISTORY     - Date     Condition        Report By
 SN1643  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1643
 SN1643                          STATION DESCRIPTION
 SN1643
 SN1643'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1641 ***********************************************************************
 SN1641  DESIGNATION -  GARRISON FARMERS UNION ELEV
 SN1641  PID         -  SN1641
 SN1641  STATE/COUNTY-  ND/MCLEAN
 SN1641  USGS QUAD   -  GARRISON (1981)
 SN1641
 SN1641                         *CURRENT SURVEY CONTROL
 SN1641  ___________________________________________________________________
 SN1641* NAD 83(1996)-  47 39 02.25849(N)    101 25 09.57082(W)     ADJUSTED  
 SN1641* NAVD 88     -                                                        
 SN1641  ___________________________________________________________________
 SN1641  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 SN1641  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SN1641
 SN1641  HORZ ORDER  -  THIRD
 SN1641
 SN1641.The horizontal coordinates were established by classical geodetic methods
 SN1641.and adjusted by the National Geodetic Survey in January 1998..
 SN1641
 SN1641
 SN1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1641
 SN1641.The geoid height was determined by GEOID03.
 SN1641
 SN1641;                    North         East     Units Scale Factor Converg.
 SN1641;SPC ND N     -    72,749.265   530,937.212   MT  0.99996437   -0 41 02.8
 SN1641;SPC ND N     -   238,678.69  1,741,919.99   iFT  0.99996437   -0 41 02.8
 SN1641;SPC ND S     -   220,947.350   530,932.100   MT  1.00003747   -0 40 13.9
 SN1641;SPC ND S     -   724,892.88  1,741,903.22   iFT  1.00003747   -0 40 13.9
 SN1641;UTM  14      - 5,280,305.721   318,319.030   MT  1.00000564   -1 47 18.6
 SN1641
 SN1641                          SUPERSEDED SURVEY CONTROL
 SN1641
 SN1641  NAD 83(1986)-  47 39 02.25780(N)    101 25 09.56273(W) AD(       ) 4
 SN1641  NAD 27      -  47 39 02.26400(N)    101 25 07.98400(W) AD(       ) 3
 SN1641
 SN1641.Superseded values are not recommended for survey control.
 SN1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1641.See file dsdata.txt to determine how the superseded data were derived.
 SN1641
 SN1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1831980306(NAD 83)
 SN1641
 SN1641  HISTORY     - Date     Condition        Report By
 SN1641  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1641
 SN1641                          STATION DESCRIPTION
 SN1641
 SN1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1641'THIS INTERSECTION STATION IS LOCATED IN THE SW PART OF GARRISON,
 SN1641'110 FEET S OF THE SOO LINE RAILROAD WATER TANK AND TWO BLOCKS
 SN1641'W OF MAIN STREET.  THE BUILDING IS COVERED WITH UNPAINTED,
 SN1641'GALVANIZED SHEET IRON AND IS ABOUT 75 FEET HIGH.  IT IS JUST
 SN1641'N OF A SMALLER RED ELEVATOR.
 SN1641'
 SN1641'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 SN1641'GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1644 ***********************************************************************
 SN1644  DESIGNATION -  GARRISON OCCIDENT ELEVATOR
 SN1644  PID         -  SN1644
 SN1644  STATE/COUNTY-  ND/MCLEAN
 SN1644  USGS QUAD   -  GARRISON (1981)
 SN1644
 SN1644                         *CURRENT SURVEY CONTROL
 SN1644  ___________________________________________________________________
 SN1644* NAD 83(1996)-  47 38 58.12543(N)    101 25 03.29695(W)     ADJUSTED  
 SN1644* NAVD 88     -                                                        
 SN1644  ___________________________________________________________________
 SN1644  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 SN1644  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SN1644
 SN1644  HORZ ORDER  -  THIRD
 SN1644
 SN1644.The horizontal coordinates were established by classical geodetic methods
 SN1644.and adjusted by the National Geodetic Survey in January 1998..
 SN1644
 SN1644
 SN1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1644
 SN1644.The geoid height was determined by GEOID03.
 SN1644
 SN1644;                    North         East     Units Scale Factor Converg.
 SN1644;SPC ND N     -    72,620.070   531,066.605   MT  0.99996453   -0 40 58.1
 SN1644;SPC ND N     -   238,254.82  1,742,344.50   iFT  0.99996453   -0 40 58.1
 SN1644;SPC ND S     -   220,818.176   531,061.533   MT  1.00003718   -0 40 09.4
 SN1644;SPC ND S     -   724,469.08  1,742,327.86   iFT  1.00003718   -0 40 09.4
 SN1644;UTM  14      - 5,280,174.051   318,445.915   MT  1.00000507   -1 47 13.8
 SN1644
 SN1644                          SUPERSEDED SURVEY CONTROL
 SN1644
 SN1644  NAD 83(1986)-  47 38 58.12472(N)    101 25 03.28979(W) AD(       ) 4
 SN1644  NAD 27      -  47 38 58.15200(N)    101 25 01.71600(W) AD(       ) 3
 SN1644
 SN1644.Superseded values are not recommended for survey control.
 SN1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1644.See file dsdata.txt to determine how the superseded data were derived.
 SN1644
 SN1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1844680174(NAD 83)
 SN1644
 SN1644  HISTORY     - Date     Condition        Report By
 SN1644  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1644
 SN1644                          STATION DESCRIPTION
 SN1644
 SN1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1644'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF THE
 SN1644'CITY OF GARRISON, 200 FEET SE OF MAIN STREET, 200 FEET S OF
 SN1644'STATE HIGHWAY 37 AND 60 FEET SW OF THE SOO LINE RAILROAD TRACKS.
 SN1644'THE BUILDING IS COVERED WITH UNPAINTED, GALVANIZED SHEET
 SN1644'IRON AND IS ABOUT 75 FEET HIGH.
 SN1644'
 SN1644'IT IS OWNED BY THE RUSSEL-MILLER MILLING COMPANY.
 SN1644'
 SN1644'THE OBJECT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 SN1644'GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1640 ***********************************************************************
 SN1640  DESIGNATION -  GARRISON RADIO MAST
 SN1640  PID         -  SN1640
 SN1640  STATE/COUNTY-  ND/MCLEAN
 SN1640  USGS QUAD   -  GARRISON (1981)
 SN1640
 SN1640                         *CURRENT SURVEY CONTROL
 SN1640  ___________________________________________________________________
 SN1640* NAD 83(1996)-  47 40 27.72288(N)    101 25 18.15892(W)     ADJUSTED  
 SN1640* NAVD 88     -                                                        
 SN1640  ___________________________________________________________________
 SN1640  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 SN1640  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SN1640
 SN1640  HORZ ORDER  -  THIRD
 SN1640
 SN1640.The horizontal coordinates were established by classical geodetic methods
 SN1640.and adjusted by the National Geodetic Survey in January 1998..
 SN1640
 SN1640
 SN1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1640
 SN1640.The geoid height was determined by GEOID03.
 SN1640
 SN1640;                    North         East     Units Scale Factor Converg.
 SN1640;SPC ND N     -    75,390.635   530,789.603   MT  0.99996134   -0 41 09.2
 SN1640;SPC ND N     -   247,344.60  1,741,435.71   iFT  0.99996134   -0 41 09.2
 SN1640;UTM  14      - 5,282,949.559   318,222.369   MT  1.00000607   -1 47 27.4
 SN1640
 SN1640                          SUPERSEDED SURVEY CONTROL
 SN1640
 SN1640  NAD 83(1986)-  47 40 27.72202(N)    101 25 18.15215(W) AD(       ) 4
 SN1640  NAD 27      -  47 40 27.73400(N)    101 25 16.56700(W) AD(       ) 3
 SN1640
 SN1640.Superseded values are not recommended for survey control.
 SN1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1640.See file dsdata.txt to determine how the superseded data were derived.
 SN1640
 SN1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1822282950(NAD 83)
 SN1640_MARKER: 42 = RADIO/TV MAST
 SN1640
 SN1640  HISTORY     - Date     Condition        Report By
 SN1640  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1640
 SN1640                          STATION DESCRIPTION
 SN1640
 SN1640'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1642 ***********************************************************************
 SN1642  DESIGNATION -  GARRISON WEST MUNICIPAL TANK
 SN1642  PID         -  SN1642
 SN1642  STATE/COUNTY-  ND/MCLEAN
 SN1642  USGS QUAD   -  GARRISON (1981)
 SN1642
 SN1642                         *CURRENT SURVEY CONTROL
 SN1642  ___________________________________________________________________
 SN1642* NAD 83(1996)-  47 39 22.33658(N)    101 25 07.36903(W)     ADJUSTED  
 SN1642* NAVD 88     -                                                        
 SN1642  ___________________________________________________________________
 SN1642  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 SN1642  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SN1642
 SN1642  HORZ ORDER  -  THIRD
 SN1642
 SN1642.The horizontal coordinates were established by classical geodetic methods
 SN1642.and adjusted by the National Geodetic Survey in January 1998..
 SN1642
 SN1642
 SN1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1642
 SN1642.The geoid height was determined by GEOID03.
 SN1642
 SN1642;                    North         East     Units Scale Factor Converg.
 SN1642;SPC ND N     -    73,368.748   530,990.554   MT  0.99996365   -0 41 01.1
 SN1642;SPC ND N     -   240,711.12  1,742,094.99   iFT  0.99996365   -0 41 01.1
 SN1642;SPC ND S     -   221,566.892   530,985.299   MT  1.00003886   -0 40 12.3
 SN1642;SPC ND S     -   726,925.50  1,742,077.75   iFT  1.00003886   -0 40 12.3
 SN1642;UTM  14      - 5,280,924.087   318,384.306   MT  1.00000534   -1 47 17.5
 SN1642
 SN1642                          SUPERSEDED SURVEY CONTROL
 SN1642
 SN1642  NAD 83(1986)-  47 39 22.33587(N)    101 25 07.36200(W) AD(       ) 4
 SN1642  NAD 27      -  47 39 22.34200(N)    101 25 05.78100(W) AD(       ) 3
 SN1642
 SN1642.Superseded values are not recommended for survey control.
 SN1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1642.See file dsdata.txt to determine how the superseded data were derived.
 SN1642
 SN1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1838480924(NAD 83)
 SN1642_MARKER: 53 = ELEVATED TANK
 SN1642
 SN1642  HISTORY     - Date     Condition        Report By
 SN1642  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1642
 SN1642                          STATION DESCRIPTION
 SN1642
 SN1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1642'THIS INTERSECTION STATION IS LOCATED AT THE N EDGE OF THE TOWN
 SN1642'OF GARRISON AT THE SE CORNER OF THE GARRISON HIGH SCHOOL
 SN1642'ATHLETIC FIELD.  IT IS AT THE N END, AND ABOVE A SMALL BRICK
 SN1642'MAINTENANCE BUILDING, 25 YARDS (PACED) N OF AN E-W STREET,
 SN1642'AND 22 YARDS (PACED) E OF A N-S STREET (PROJECTED).
 SN1642'
 SN1642'THE TANK IS ABOUT 140 FEET HIGH, IS PAINTED SILVER, AND HAS
 SN1642'A SMALL BALL AT ITS APEX ABOVE WHICH IS MOUNTED A SMALL
 SN1642'LIGHT.  IT IS SUPPORTED BY FOUR STEEL LEGS AND HAS A 4-FOOT
 SN1642'BOXING AROUND THE FLOW PIPE WHICH PROJECTS UPWARDS TO THE CENTER
 SN1642'OF THE TANK.
 SN1642'
 SN1642'THE POINT LOCATED WAS THE BALL AT THE APEX OF THE ROOF.
 SN1642'
 SN1642'THERE IS A U.S.G.S. B.M., 1919, SET IN THE CONCRETE FOOTING
 SN1642'OF THE NW LEG OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1892 ***********************************************************************
 TE1892  DESIGNATION -  GARY
 TE1892  PID         -  TE1892
 TE1892  STATE/COUNTY-  ND/TOWNER
 TE1892  USGS QUAD   -  ROCK LAKE SE (1970)
 TE1892
 TE1892                         *CURRENT SURVEY CONTROL
 TE1892  ___________________________________________________________________
 TE1892* NAD 83(1996)-  48 47 26.53478(N)    099 01 26.38250(W)     ADJUSTED  
 TE1892* NAVD 88     -       490.2    (meters)    1608.     (feet)  VERTCON   
 TE1892  ___________________________________________________________________
 TE1892  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 TE1892  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 TE1892
 TE1892  HORZ ORDER  -  SECOND
 TE1892
 TE1892.The horizontal coordinates were established by classical geodetic methods
 TE1892.and adjusted by the National Geodetic Survey in January 1998..
 TE1892
 TE1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1892
 TE1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1892
 TE1892.The geoid height was determined by GEOID03.
 TE1892
 TE1892;                    North         East     Units Scale Factor Converg.
 TE1892;SPC ND N     -   200,141.159   708,448.372   MT  1.00001188   +1 05 54.0
 TE1892;SPC ND N     -   656,631.10  2,324,305.68   iFT  1.00001188   +1 05 54.0
 TE1892;UTM  14      - 5,404,190.052   498,237.593   MT  0.99960004   -0 01 05.0
 TE1892
 TE1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1892!SPC ND N     -   0.99992686  x   1.00001188  =   0.99993873
 TE1892!UTM  14      -   0.99992686  x   0.99960004  =   0.99952692
 TE1892
 TE1892|---------------------------------------------------------------------|
 TE1892| PID    Reference Object                     Distance      Geod. Az  |
 TE1892|                                                           dddmmss.s |
 TE1892| CO6871 GARY RM 1                            18.180 METERS 09015     |
 TE1892| CO6870 GARY AZ MK                                         2673007.6 |
 TE1892| CO6872 GARY RM 2                            21.258 METERS 29030     |
 TE1892|---------------------------------------------------------------------|
 TE1892
 TE1892                          SUPERSEDED SURVEY CONTROL
 TE1892
 TE1892  NAD 83(1986)-  48 47 26.53380(N)    099 01 26.36463(W) AD(       ) 2
 TE1892  NAD 27      -  48 47 26.50706(N)    099 01 24.87995(W) AD(       ) 2
 TE1892  NGVD 29 (07/19/86)  489.8    (m)         1607.     (f) VERT ANG       
 TE1892
 TE1892.Superseded values are not recommended for survey control.
 TE1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1892.See file dsdata.txt to determine how the superseded data were derived.
 TE1892
 TE1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9823804190(NAD 83)
 TE1892_MARKER: DD = SURVEY DISK
 TE1892_SETTING: 0 = UNSPECIFIED SETTING
 TE1892
 TE1892  HISTORY     - Date     Condition        Report By
 TE1892  HISTORY     - 1968     MONUMENTED       USGS
 TE1892
 TE1892                          STATION DESCRIPTION
 TE1892
 TE1892'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1892'THE STATION IS ABOUT 10 MI E. OF ROCK LAKE, N. DAK., NEAR THE E.
 TE1892'SIXTEENTH COR. BETWEEN SECS. 2 AND 11, T. 161 N., R. 65 W., 74 FT
 TE1892'N. AND 79 FT W. OF CENTER OF PRIVATE DRIVE N.
 TE1892'
 TE1892'TO REACH THE STATION FROM THE CENTER OF ROCK LAKE, N. DAK., GO E.
 TE1892'9.75 MI TO FARMHOUSE ON LEFT (N.) AND STATION ON LEFT (N.).
 TE1892'
 TE1892'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1892'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1892'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET GARY 1968, STATION IS
 TE1892'FLUSH WITH THE GROUND, 74 FT N. AND 79 FT W. OF CENTER OF PRIVATE
 TE1892'N., 3 FT S. AND 2 FT E. OF HIGH LINE POLE, 3 FT S. OF USGS
 TE1892'WITNESS POST.
 TE1892'
 TE1892'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1892'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1892'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GARY NO 1 1968, MARK IS
 TE1892'FLUSH WITH THE GROUND, 73 FT N. AND 19 FT W. OF CENTER OF PRIVATE
 TE1892'DRIVE N.
 TE1892'
 TE1892'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1892'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1892'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GARY NO 2 1968, MARK IS
 TE1892'FLUSH WITH THE GROUND, 98 FT N. AND 145 FT W. OF CENTER OF PRIVATE
 TE1892'DRIVE N., 3 FT S. OF E.-W. RIGHT-OF-WAY FENCE.
 TE1892'
 TE1892'AZIMUTH MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1892'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1892'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GARY 1968, MARK IS FLUSH
 TE1892'WITH THE GROUND, NEAR THE COR. OF SECS. 2, 3, 10 AND 11, T. 161 N.,
 TE1892'R.  65 W., 0.7 MI W. OF STATION MARK, 100 FT S. OF CENTER OF
 TE1892'STATE HWY.  5, 2.0 FT N. OF HIGH LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1839 ***********************************************************************
 TF1839  DESIGNATION -  GASSINAPP
 TF1839  PID         -  TF1839
 TF1839  STATE/COUNTY-  ND/WARD
 TF1839  USGS QUAD   -  MINOT NW (1979)
 TF1839
 TF1839                         *CURRENT SURVEY CONTROL
 TF1839  ___________________________________________________________________
 TF1839* NAD 83(1996)-  48 14 00.39826(N)    101 22 54.09196(W)     ADJUSTED  
 TF1839* NAVD 88     -       490.431  (meters)    1609.02   (feet)  ADJUSTED  
 TF1839  ___________________________________________________________________
 TF1839  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 TF1839  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1839  DYNAMIC HT  -         490.512 (meters)    1609.29  (feet)  COMP
 TF1839  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 TF1839
 TF1839  HORZ ORDER  -  SECOND
 TF1839  VERT ORDER  -  FIRST     CLASS II
 TF1839
 TF1839.The horizontal coordinates were established by classical geodetic methods
 TF1839.and adjusted by the National Geodetic Survey in January 1998..
 TF1839
 TF1839.The orthometric height was determined by differential leveling
 TF1839.and adjusted by the National Geodetic Survey in June 1991..
 TF1839
 TF1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1839
 TF1839.The geoid height was determined by GEOID03.
 TF1839
 TF1839.The dynamic height is computed by dividing the NAVD 88
 TF1839.geopotential number by the normal gravity value computed on the
 TF1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1839.degrees latitude (g = 980.6199 gals.).
 TF1839
 TF1839.The modeled gravity was interpolated from observed gravity values.
 TF1839
 TF1839;                    North         East     Units Scale Factor Converg.
 TF1839;SPC ND N     -   137,511.181   534,506.207   MT  0.99993920   -0 39 21.9
 TF1839;SPC ND N     -   451,152.17  1,753,629.29   iFT  0.99993920   -0 39 21.9
 TF1839;UTM  14      - 5,344,989.468   323,145.154   MT  0.99998432   -1 46 36.8
 TF1839
 TF1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1839!SPC ND N     -   0.99992630  x   0.99993920  =   0.99986550
 TF1839!UTM  14      -   0.99992630  x   0.99998432  =   0.99991062
 TF1839
 TF1839|---------------------------------------------------------------------|
 TF1839| PID    Reference Object                     Distance      Geod. Az  |
 TF1839|                                                           dddmmss.s |
 TF1839| TF1840 GASSINAPP RM 1                                     06306     |
 TF1839| TF2153 MINOT MILLER MILLING CO TANK        APPROX. 7.0 KM 0875347.8 |
 TF1839| TF2155 MINOT ST LEOS CATH CH SPIRE         APPROX. 6.7 KM 0895225.9 |
 TF1839| TF2152 MINOT MUNICIPAL TANK                APPROX. 7.0 KM 0961939.3 |
 TF1839| CQ7655 GASSINAPP AZ MK                                    1010953.7 |
 TF1839| TF2173 PTS 80                               91.470 METERS 13508     |
 TF1839| TF1841 GASSINAPP RM 2                                     16844     |
 TF1839|---------------------------------------------------------------------|
 TF1839
 TF1839                          SUPERSEDED SURVEY CONTROL
 TF1839
 TF1839  NAD 83(1986)-  48 14 00.39800(N)    101 22 54.08960(W) AD(       ) 2
 TF1839  NAD 27      -  48 14 00.35940(N)    101 22 52.48720(W) AD(       ) 2
 TF1839
 TF1839.Superseded values are not recommended for survey control.
 TF1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1839.See file dsdata.txt to determine how the superseded data were derived.
 TF1839
 TF1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2314544989(NAD 83)
 TF1839_MARKER: DS = TRIANGULATION STATION DISK
 TF1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1839_SP_SET: CONCRETE POST
 TF1839_STAMPING: GASSINAPP 1946
 TF1839_MARK LOGO: CGS   
 TF1839_PROJECTION: PROJECTING 20 CENTIMETERS
 TF1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1839+STABILITY: SURFACE MOTION
 TF1839
 TF1839  HISTORY     - Date     Condition        Report By
 TF1839  HISTORY     - 1946     MONUMENTED       CGS
 TF1839  HISTORY     - 1954     GOOD             CGS
 TF1839  HISTORY     - 1981     GOOD             NGS
 TF1839  HISTORY     - 1981     GOOD             NGS
 TF1839
 TF1839                          STATION DESCRIPTION
 TF1839
 TF1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF1839'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF MINOT ALONG
 TF1839'THE SOUTH SIDE OF U.S. HIGHWAY NO. 2.  IT IS IN THE FORK OF THE
 TF1839'HIGHWAY TO THE NORTHWEST AND THE GRADED ROAD TO THE SOUTH
 TF1839'UP GASSINAP COULEE WHICH IS CROSSED BY A HIGH STEEL BRIDGE
 TF1839'OF THE GREAT NORTHERN RAILROAD 0.4 MILE SOUTH.  IT IS ON THE
 TF1839'FIRST GRASSY BENCH ABOVE THE HIGHWAY, 147 FEET WEST OF THE
 TF1839'INTERSECTION OF THE HIGHWAY AND THE GRAVEL ROAD, 85 FEET
 TF1839'SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, AND
 TF1839'11 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS ABOUT
 TF1839'6 INCHES AND THE DISK IS STAMPED GASSINAPP 1946.
 TF1839'
 TF1839'REFERENCE MARK NO. 1 IS 25.49 FEET NORTHEAST OF THE STATION
 TF1839'AND 60 FEET SOUTHWEST OF THE APPROXIMATE CENTER LINE OF THE
 TF1839'HIGHWAY.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 TF1839'GASSINAPP NO 1 1946.
 TF1839'
 TF1839'REFERENCE MARK NO. 2 IS 31.84 FEET SOUTH OF THE STATION AND
 TF1839'150 FEET WEST OF THE INTERSECTION OF THE HIGHWAY AND THE GRAVEL
 TF1839'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 TF1839'GASSINAPP NO 2 1946.
 TF1839'
 TF1839'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST-SOUTHEAST OF
 TF1839'THE STATION, 33 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF
 TF1839'THE HIGHWAY, 8 FEET WEST-NORTHWEST OF A WITNESS POST AND 1
 TF1839'FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT 1 INCH
 TF1839'AND THE DISK IS STAMPED GASSINAPP 1946.
 TF1839'
 TF1839'TO REACH THE STATION FROM MINOT AT THE JUNCTION OF U.S. HIGHWAYS
 TF1839'2, 83, AND 52, GO WEST ON NO. 2 FOR 4.1 MILES TO THE AZIMUTH
 TF1839'MARK ON THE LEFT AS DESCRIBED.  CONTINUE 0.4 MILE TO A ROAD
 TF1839'FORK ON THE LEFT.  FOLLOW THE HIGHWAY TO THE RIGHT ABOUT
 TF1839'100 YARDS THEN TURN BACK TO THE LEFT AND GO UP ON THE FIRST
 TF1839'BENCH ABOVE THE HIGHWAY CUT AND THE STATION AS DESCRIBED.
 TF1839'
 TF1839'*U.S.G.S., P.T. STA. NO. 80, 1925, IS ABOUT 100 YARDS SOUTHEAST,
 TF1839'5 PACES SOUTH OF A MC QUAY-NORRIS SIGN AND 29 PACES EAST FROM
 TF1839'THE FENCE CORNER.
 TF1839'
 TF1839'*COPIED FROM RECONNAISSANCE DESCRIPTION.
 TF1839'
 TF1839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TF1839
 TF1839                          STATION RECOVERY (1954)
 TF1839
 TF1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF1839'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TF1839'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A
 TF1839'SEARCH OF ABOUT 1/2 HOUR WAS MADE AND THERE DID NOT APPEAR
 TF1839'TO BE ANY CHANGES AT THE SITE, BUT IT WAS NOT FOUND.
 TF1839
 TF1839                          STATION RECOVERY (1981)
 TF1839
 TF1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1839'7.5 KM (4.65 MI) WEST FROM MINOT.
 TF1839'3.7 KM (2.3 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TF1839'FROM THE RAILROAD STATION IN MINOT, THENCE 3.4 KM (2.1 MI) WESTERLY
 TF1839'ALONG U.S. HIGHWAY 2, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A PAVED
 TF1839'ROAD, AT THE JUNCTION OF COUNTY ROAD 17 LEADING SOUTH UNDER A LARGE
 TF1839'RAILROAD TRESSEL, ON TOP OF THE FIRST GRASSY BENCH SOUTH OF THE PAVED
 TF1839'ROAD, 44.8 METERS (147.0 FT) WEST OF THE CENTER OF THE INTERSECTION
 TF1839'AND 26.5 METERS (86.9 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 TF1839'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 TF1839
 TF1839                          STATION RECOVERY (1981)
 TF1839
 TF1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1840 ***********************************************************************
 TF1840  DESIGNATION -  GASSINAPP RM 1
 TF1840  PID         -  TF1840
 TF1840  STATE/COUNTY-  ND/WARD
 TF1840  USGS QUAD   -  MINOT NW (1979)
 TF1840
 TF1840                         *CURRENT SURVEY CONTROL
 TF1840  ___________________________________________________________________
 TF1840* NAD 83(1986)-  48 13 59.     (N)    101 22 55.     (W)     SCALED    
 TF1840* NAVD 88     -       489.291  (meters)    1605.28   (feet)  ADJUSTED  
 TF1840  ___________________________________________________________________
 TF1840  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1840  DYNAMIC HT  -         489.371 (meters)    1605.54  (feet)  COMP
 TF1840  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 TF1840
 TF1840  VERT ORDER  -  FIRST     CLASS II
 TF1840
 TF1840.The horizontal coordinates were scaled from a topographic map and have
 TF1840.an estimated accuracy of +/- 6 seconds.
 TF1840
 TF1840.The orthometric height was determined by differential leveling
 TF1840.and adjusted by the National Geodetic Survey in June 1991..
 TF1840
 TF1840.The geoid height was determined by GEOID03.
 TF1840
 TF1840.The dynamic height is computed by dividing the NAVD 88
 TF1840.geopotential number by the normal gravity value computed on the
 TF1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1840.degrees latitude (g = 980.6199 gals.).
 TF1840
 TF1840.The modeled gravity was interpolated from observed gravity values.
 TF1840
 TF1840;                    North         East    Units  Estimated Accuracy
 TF1840;SPC ND N     -   137,470.      534,490.      MT  (+/- 180 meters Scaled)
 TF1840
 TF1840                          SUPERSEDED SURVEY CONTROL
 TF1840
 TF1840.No superseded survey control is available for this station.
 TF1840
 TF1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU231449(NAD 83)
 TF1840_MARKER: DR = REFERENCE MARK DISK
 TF1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1840_SP_SET: CONCRETE POST
 TF1840_STAMPING: GASSINAPP NO 1 1946
 TF1840_MARK LOGO: CGS   
 TF1840_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1840+STABILITY: SURFACE MOTION
 TF1840
 TF1840  HISTORY     - Date     Condition        Report By
 TF1840  HISTORY     - 1946     MONUMENTED       CGS
 TF1840  HISTORY     - 1981     GOOD             NGS
 TF1840  HISTORY     - 1981     GOOD             NGS
 TF1840
 TF1840                          STATION DESCRIPTION
 TF1840
 TF1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1840'7.5 KM (4.65 MI) WEST FROM MINOT.
 TF1840'3.7 KM (2.3 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TF1840'FROM THE RAILROAD STAION IN MINOT, THENCE 3.4 KM (2.1 MI) WESTERLY
 TF1840'ALONG U.S. HIGHWAY 2, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A PAVED
 TF1840'ROAD, 18.3 METERS (60.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND
 TF1840'7.8 METERS (25.6 FT) NORTHEAST OF THE STATION MARK.
 TF1840'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
 TF1840
 TF1840                          STATION RECOVERY (1981)
 TF1840
 TF1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1841 ***********************************************************************
 TF1841  DESIGNATION -  GASSINAPP RM 2
 TF1841  PID         -  TF1841
 TF1841  STATE/COUNTY-  ND/WARD
 TF1841  USGS QUAD   -  MINOT NW (1979)
 TF1841
 TF1841                         *CURRENT SURVEY CONTROL
 TF1841  ___________________________________________________________________
 TF1841* NAD 83(1986)-  48 14 00.     (N)    101 22 54.     (W)     SCALED    
 TF1841* NAVD 88     -       490.155  (meters)    1608.12   (feet)  ADJUSTED  
 TF1841  ___________________________________________________________________
 TF1841  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1841  DYNAMIC HT  -         490.236 (meters)    1608.38  (feet)  COMP
 TF1841  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 TF1841
 TF1841  VERT ORDER  -  FIRST     CLASS II
 TF1841
 TF1841.The horizontal coordinates were scaled from a topographic map and have
 TF1841.an estimated accuracy of +/- 6 seconds.
 TF1841
 TF1841.The orthometric height was determined by differential leveling
 TF1841.and adjusted by the National Geodetic Survey in June 1991..
 TF1841
 TF1841.The geoid height was determined by GEOID03.
 TF1841
 TF1841.The dynamic height is computed by dividing the NAVD 88
 TF1841.geopotential number by the normal gravity value computed on the
 TF1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1841.degrees latitude (g = 980.6199 gals.).
 TF1841
 TF1841.The modeled gravity was interpolated from observed gravity values.
 TF1841
 TF1841;                    North         East    Units  Estimated Accuracy
 TF1841;SPC ND N     -   137,500.      534,510.      MT  (+/- 180 meters Scaled)
 TF1841
 TF1841                          SUPERSEDED SURVEY CONTROL
 TF1841
 TF1841.No superseded survey control is available for this station.
 TF1841
 TF1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU231449(NAD 83)
 TF1841_MARKER: DR = REFERENCE MARK DISK
 TF1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1841_SP_SET: CONCRETE POST
 TF1841_STAMPING: GASSINAPP NO 2 1946
 TF1841_MARK LOGO: CGS   
 TF1841_PROJECTION: PROJECTING 8 CENTIMETERS
 TF1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1841+STABILITY: SURFACE MOTION
 TF1841
 TF1841  HISTORY     - Date     Condition        Report By
 TF1841  HISTORY     - 1946     MONUMENTED       CGS
 TF1841  HISTORY     - 1981     GOOD             NGS
 TF1841
 TF1841                          STATION DESCRIPTION
 TF1841
 TF1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1841'7.5 KM (4.65 MI) WEST FROM MINOT.
 TF1841'3.7 KM (2.3 MI) SOUTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TF1841'FROM THE RAILROAD STATION IN MINOT, THENCE 3.4 KM (2.1 MI) WESTERLY
 TF1841'ALONG U.S. HIGHWAY 2, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A PAVED
 TF1841'ROAD, 23.2 METERS (76.1 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND
 TF1841'9.7 METERS (31.8 FT) SOUTH OF THE STATION MARK.
 TF1841'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0935 ***********************************************************************
 RR0935  DESIGNATION -  GAUGLERM
 RR0935  PID         -  RR0935
 RR0935  STATE/COUNTY-  ND/GRANT
 RR0935  USGS QUAD   -  COFFIN BUTTES (1972)
 RR0935
 RR0935                         *CURRENT SURVEY CONTROL
 RR0935  ___________________________________________________________________
 RR0935* NAD 83(1996)-  46 08 43.30327(N)    101 55 44.81470(W)     ADJUSTED  
 RR0935* NAVD 88     -       813.0    (meters)    2667.     (feet)  VERTCON   
 RR0935  ___________________________________________________________________
 RR0935  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 RR0935  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 RR0935
 RR0935  HORZ ORDER  -  FIRST
 RR0935
 RR0935.The horizontal coordinates were established by classical geodetic methods
 RR0935.and adjusted by the National Geodetic Survey in January 1998..
 RR0935
 RR0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0935
 RR0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0935
 RR0935.The geoid height was determined by GEOID03.
 RR0935
 RR0935;                    North         East     Units Scale Factor Converg.
 RR0935;SPC ND S     -    54,214.754   489,591.521   MT  1.00000768   -1 02 32.5
 RR0935;SPC ND S     -   177,869.93  1,606,271.39   iFT  1.00000768   -1 02 32.5
 RR0935;UTM  14      - 5,114,369.768   273,790.329   MT  1.00022908   -2 06 47.1
 RR0935;UTM  13      - 5,114,783.515   737,157.850   MT  1.00029146   +2 12 55.6
 RR0935
 RR0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0935!SPC ND S     -   0.99987558  x   1.00000768  =   0.99988326
 RR0935!UTM  14      -   0.99987558  x   1.00022908  =   1.00010463
 RR0935!UTM  13      -   0.99987558  x   1.00029146  =   1.00016700
 RR0935
 RR0935:                Primary Azimuth Mark                     Grid Az
 RR0935:SPC ND S     -  GAUGLERM AZ MK                           071 08 23.7
 RR0935:UTM  14      -  GAUGLERM AZ MK                           072 12 38.3
 RR0935:UTM  13      -  GAUGLERM AZ MK                           067 52 55.6
 RR0935
 RR0935|---------------------------------------------------------------------|
 RR0935| PID    Reference Object                     Distance      Geod. Az  |
 RR0935|                                                           dddmmss.s |
 RR0935| CQ7656 GAUGLERM AZ MK                                     0700551.2 |
 RR0935| CQ7657 GAUGLERM RM 1                        17.285 METERS 14411     |
 RR0935| CQ7658 GAUGLERM RM 2                         7.802 METERS 25725     |
 RR0935|---------------------------------------------------------------------|
 RR0935
 RR0935                          SUPERSEDED SURVEY CONTROL
 RR0935
 RR0935  NAD 83(1986)-  46 08 43.29500(N)    101 55 44.81189(W) AD(       ) 1
 RR0935  NAD 27      -  46 08 43.28000(N)    101 55 43.29200(W) AD(       ) 1
 RR0935  NGVD 29 (07/19/86)  812.5    (m)         2666.     (f) VERT ANG       
 RR0935
 RR0935.Superseded values are not recommended for survey control.
 RR0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0935.See file dsdata.txt to determine how the superseded data were derived.
 RR0935
 RR0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7379014370(NAD 83)
 RR0935_MARKER: DS = TRIANGULATION STATION DISK
 RR0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0935
 RR0935  HISTORY     - Date     Condition        Report By
 RR0935  HISTORY     - 1934     MONUMENTED       CGS
 RR0935  HISTORY     - 1941     GOOD             USGS
 RR0935  HISTORY     - 1946     GOOD             CGS
 RR0935  HISTORY     - 1951     GOOD             CGS
 RR0935  HISTORY     - 1959     GOOD             CGS
 RR0935
 RR0935                          STATION DESCRIPTION
 RR0935
 RR0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0935'STATION IS LOCATED ABOUT 14 MILES N AND 2 MILES E OF THUNDER
 RR0935'HAWK IN THE NW 1/4 OF SEC. 27, T 131 N, R 90 W, ON TOP OF A
 RR0935'FLAT TOPPED ROCK-COVERED HILL, THE SECOND HILL S OF SECTION
 RR0935'LINE ROAD.
 RR0935'
 RR0935'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1 AND AZIMUTH MARKS
 RR0935'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 RR0935'
 RR0935'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 RR0935'HOLE IN A BOULDER.
 RR0935'
 RR0935'REFERENCE MARK NO. 1 IS 17.285 METERS (56.71 FEET) S OF STATION
 RR0935'SET ABOUT 50 FEET W OF E EDGE OF BLUFF.
 RR0935'
 RR0935'REFERENCE MARK NO. 2 IS 7.828 METERS (25.68 FEET) W OF STATION
 RR0935'SET IN A 3- BY 3-FOOT BOULDER WHICH PROJECTS ABOUT 2 FEET ABOVE
 RR0935'THE GROUND.
 RR0935'
 RR0935'AZIMUTH MARK IS ABOUT 0.4 MILE NE OF STATION SET 3 FEET S OF
 RR0935'DIRT SECTION LINE ROAD ON N SIDE OF CULTIVATED FIELD, AND
 RR0935'IS REACHED BY GOING NE OF STATION DOWN FACE OF BLUFF 0.3 MILE
 RR0935'TO SECTION LINE FENCE, CROSS FENCE GO E 0.1 MILE TO MARK.
 RR0935'
 RR0935'STATION IS REACHED FROM THE POST OFFICE IN THUNDER HAWK, BY
 RR0935'GOING N 0.25 MILE TO NORTH DAKOTA-SOUTH DAKOTA BOUNDARY LINE,
 RR0935'THENCE E ON BOUNDARY ROAD (ALSO STATE HIGHWAY 49) FOR 0.75
 RR0935'MILE, THENCE N ON HIGHWAY 49 FOR 14.25 MILES TO CROSSROADS, LEAVE
 RR0935'HIGHWAY 49 AND GO E ON DIRT ROAD 1.0 MILE TO SECTION CORNER,
 RR0935'THENCE S THROUGH GATE AND E AGAIN, FOLLOW FENCE 0.1 MILE.  TAKE
 RR0935'DOWN FENCE AND FOLLOW DIM TRAIL E AND SE 0.35 MILE TO TOP OF
 RR0935'SECOND HILL S OF ROAD AND MARK.
 RR0935
 RR0935                          STATION RECOVERY (1941)
 RR0935
 RR0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 RR0935'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0935
 RR0935                          STATION RECOVERY (1946)
 RR0935
 RR0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 RR0935'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE FOLLOWING
 RR0935'CHANGES SHOULD BE MADE IN THE DESCRIPTION--
 RR0935'
 RR0935'TO REACH THE STATION PROCEED AS DIRECTED FROM THUNDER HAWK AND
 RR0935'ON LEAVING STATE HIGHWAY 49 PROCEED EAST ON DIRT SECTION LINE
 RR0935'ROAD 1.55 MILES TO A FIELD GATE ON THE RIGHT, TURN SOUTH THROUGH
 RR0935'THE GATE 2 RODS, DRIVE THROUGH THE FENCE TO THE WEST AND
 RR0935'PROCEED 0.2 MILE TO THE TOP OF THE HILL AND THE STATION.
 RR0935'
 RR0935'THE AZIMUTH MARK IS ONE QUARTER MILE EAST OF THE FIELD GATE,
 RR0935'25 FEET SOUTH OF THE CENTER LINE OF THE SECTION LINE ROAD AND
 RR0935'2 FEET NORTH OF THE EAST-WEST FIELD FENCE.
 RR0935'
 RR0935'REFERENCE MARK 1 IS SOUTH-SOUTHEAST OF THE STATION.
 RR0935
 RR0935                          STATION RECOVERY (1951)
 RR0935
 RR0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0935'THE STATION WAS RECOVERED AND THE MARKS WERE FOUND IN GOOD
 RR0935'CONDITION.  EXCEPT FOR A DISAGREEMENT IN THE DISTANCE TO REFERENCE
 RR0935'MARK NO. 2 THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE.
 RR0935'
 RR0935'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0935'GAUGLERM 1934.
 RR0935'
 RR0935'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0935'GAUGLERM NO 1 1934.
 RR0935'
 RR0935'REFERENCE NO. 2 IS SET IN A DRILLED HOLE IN A BOULDER WHICH
 RR0935'PROJECTS ABOUT 2 FEET.  THE DISK IS STAMPED GAUGLERM NO 2 1934.
 RR0935'
 RR0935'THE AZIMUTH MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RR0935'GAUGLERM 1934.
 RR0935
 RR0935                          STATION RECOVERY (1959)
 RR0935
 RR0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0935'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0935'CONDITION.
 RR0935'
 RR0935'THE 1951 DESCRIPTION TO REACH THIS STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0440 ***********************************************************************
 RS0440  DESIGNATION -  GAYLORD
 RS0440  PID         -  RS0440
 RS0440  STATE/COUNTY-  ND/STARK
 RS0440  USGS QUAD   -  DAGLUM NW (1982)
 RS0440
 RS0440                         *CURRENT SURVEY CONTROL
 RS0440  ___________________________________________________________________
 RS0440* NAD 83(1996)-  46 44 55.67966(N)    103 11 21.97183(W)     ADJUSTED  
 RS0440* NAVD 88     -       828.7    (meters)    2719.     (feet)  VERTCON   
 RS0440  ___________________________________________________________________
 RS0440  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 RS0440  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RS0440
 RS0440  HORZ ORDER  -  FIRST
 RS0440
 RS0440.The horizontal coordinates were established by classical geodetic methods
 RS0440.and adjusted by the National Geodetic Survey in January 1998..
 RS0440
 RS0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0440
 RS0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0440
 RS0440.The geoid height was determined by GEOID03.
 RS0440
 RS0440;                    North         East     Units Scale Factor Converg.
 RS0440;SPC ND S     -   123,803.472   394,548.605   MT  0.99993697   -1 57 41.9
 RS0440;SPC ND S     -   406,179.37  1,294,450.80   iFT  0.99993697   -1 57 41.9
 RS0440;UTM  13      - 5,178,841.507   638,291.557   MT  0.99983507   +1 19 08.2
 RS0440
 RS0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0440!SPC ND S     -   0.99987273  x   0.99993697  =   0.99980971
 RS0440!UTM  13      -   0.99987273  x   0.99983507  =   0.99970782
 RS0440
 RS0440|---------------------------------------------------------------------|
 RS0440| PID    Reference Object                     Distance      Geod. Az  |
 RS0440|                                                           dddmmss.s |
 RS0440| RS0484 GAYLORD RM 1                          9.126 METERS 00002     |
 RS0440| RS0441 OUR LADY OF LOURDES CH SPIRE        APPROX. 5.9 KM 1472037.7 |
 RS0440| RS0485 GAYLORD RM 2                          8.800 METERS 18110     |
 RS0440| CQ7659 GAYLORD AZ MK                                      3570332.7 |
 RS0440|---------------------------------------------------------------------|
 RS0440
 RS0440                          SUPERSEDED SURVEY CONTROL
 RS0440
 RS0440  NAD 83(1996)-  46 44 55.67369(N)    103 11 21.96678(W) AD(       ) 1
 RS0440  NAD 83(1986)-  46 44 55.67381(N)    103 11 21.96666(W) AD(       ) 1
 RS0440  NAD 27      -  46 44 55.63200(N)    103 11 20.32700(W) AD(       ) 1
 RS0440  NGVD 29 (07/19/86)  828.2    (m)         2717.     (f) VERT ANG       
 RS0440
 RS0440.Superseded values are not recommended for survey control.
 RS0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0440.See file dsdata.txt to determine how the superseded data were derived.
 RS0440
 RS0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3829278842(NAD 83)
 RS0440_MARKER: DS = TRIANGULATION STATION DISK
 RS0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0440
 RS0440  HISTORY     - Date     Condition        Report By
 RS0440  HISTORY     - 1951     MONUMENTED       CGS
 RS0440  HISTORY     - 1956     SEE DESCRIPTION  CGS
 RS0440
 RS0440                          STATION DESCRIPTION
 RS0440
 RS0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0440'THE STATION IS 9 MILES SOUTH OF BELFIELD ON U.S. HIGHWAY NO. 85.
 RS0440'
 RS0440'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RS0440'AND U.S. HIGHWAY NO. 85, 0.7 MILE NORTHEAST OF BELFIELD, GO
 RS0440'SOUTH ON U.S. HIGHWAY NO. 85 FOR 9.5 MILES TO THE AZIMUTH MARK
 RS0440'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY NO.
 RS0440'85 FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RS0440'
 RS0440'THE STATION MARK IS 40 FEET EAST OF THE HIGHWAY, 11 FEET SOUTHEAST
 RS0440'OF A WITNESS POST, 10 FEET WEST OF A TELEPHONE POLE, AND 2 FEET
 RS0440'EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 RS0440'IS STAMPED GAYLORD 1951.
 RS0440'
 RS0440'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE HIGHWAY, AND 2 FEET
 RS0440'EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RS0440'STAMPED GAYLORD NO 1 1951.
 RS0440'
 RS0440'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE HIGHWAY, AND 2 FEET
 RS0440'EAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RS0440'STAMPED GAYLORD NO 2 1951.
 RS0440'
 RS0440'THE AZIMUTH MARK IS 45 FEET WEST OF THE HIGHWAY.  THE MARK
 RS0440'PROJECTS 2 INCHES AND THE DISK IS STAMPED GAYLORD 1951.
 RS0440'
 RS0440'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0440'CYLINDERS.
 RS0440
 RS0440                          STATION RECOVERY (1956)
 RS0440
 RS0440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RS0440'STATION WAS MOVED DUE TO ROAD CONSTRUCTION.  THE UNDERGROUND
 RS0440'MARK WAS LEFT IN PLACE, BUT IT MAY BE DESTROYED BY ROAD GRADING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0443 ***********************************************************************
 RS0443  DESIGNATION -  GAYLORD 2
 RS0443  PID         -  RS0443
 RS0443  STATE/COUNTY-  ND/STARK
 RS0443  USGS QUAD   -  DAGLUM NW (1982)
 RS0443
 RS0443                         *CURRENT SURVEY CONTROL
 RS0443  ___________________________________________________________________
 RS0443* NAD 83(1996)-  46 44 54.86001(N)    103 11 21.20744(W)     ADJUSTED  
 RS0443* NAVD 88     -       827.18   (+/-2cm)    2713.8    (feet)  VERTCON   
 RS0443  ___________________________________________________________________
 RS0443  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 RS0443  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RS0443
 RS0443  HORZ ORDER  -  THIRD
 RS0443  VERT ORDER  -  THIRD ? (See Below)
 RS0443
 RS0443.The horizontal coordinates were established by classical geodetic methods
 RS0443.and adjusted by the National Geodetic Survey in January 1998..
 RS0443.No horizontal observational check was made to the station.
 RS0443
 RS0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0443.The vertical order pertains to the NGVD 29 superseded value.
 RS0443
 RS0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0443
 RS0443.The geoid height was determined by GEOID03.
 RS0443
 RS0443;                    North         East     Units Scale Factor Converg.
 RS0443;SPC ND S     -   123,777.622   394,563.953   MT  0.99993698   -1 57 41.3
 RS0443;SPC ND S     -   406,094.56  1,294,501.16   iFT  0.99993698   -1 57 41.3
 RS0443;UTM  13      - 5,178,816.581   638,308.358   MT  0.99983512   +1 19 08.7
 RS0443
 RS0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0443!SPC ND S     -   0.99987298  x   0.99993698  =   0.99980996
 RS0443!UTM  13      -   0.99987298  x   0.99983512  =   0.99970812
 RS0443
 RS0443|---------------------------------------------------------------------|
 RS0443| PID    Reference Object                     Distance      Geod. Az  |
 RS0443|                                                           dddmmss.s |
 RS0443| RS0484 GAYLORD RM 1                         14.469 METERS 00502     |
 RS0443| RS0441 OUR LADY OF LOURDES CH SPIRE        APPROX. 5.9 KM 1472038.3 |
 RS0443| RS0485 GAYLORD RM 2                         14.261 METERS 17459     |
 RS0443| CQ7659 GAYLORD AZ MK                                      3532245.8 |
 RS0443|---------------------------------------------------------------------|
 RS0443
 RS0443                          SUPERSEDED SURVEY CONTROL
 RS0443
 RS0443  NAD 83(1996)-  46 44 54.85405(N)    103 11 21.20238(W) AD(       ) 3
 RS0443  NAD 83(1986)-  46 44 54.85416(N)    103 11 21.20226(W) AD(       ) 3
 RS0443  NAD 27      -  46 44 54.81200(N)    103 11 19.56200(W) AD(       ) 3
 RS0443  NGVD 29 (07/19/86)  826.63   (m)         2712.0    (f) LEVELING    3  
 RS0443
 RS0443.Superseded values are not recommended for survey control.
 RS0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0443.See file dsdata.txt to determine how the superseded data were derived.
 RS0443
 RS0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3830878817(NAD 83)
 RS0443_MARKER: DS = TRIANGULATION STATION DISK
 RS0443_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RS0443_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 RS0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RS0443
 RS0443  HISTORY     - Date     Condition        Report By
 RS0443  HISTORY     - 1956     MONUMENTED       CGS
 RS0443  HISTORY     - 1968     GOOD             CGS
 RS0443
 RS0443                          STATION DESCRIPTION
 RS0443
 RS0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RS0443'THIS STATION IS ABOUT 9-1/2 MILES SOUTH OF BELFIELD ON U.S.
 RS0443'HIGHWAY 85.  IT IS NEAR THE ORIGINAL SITE OF STATION GAYLORD 1951,
 RS0443'WHICH WAS MOVED DUE TO ROAD CONSTRUCTION.  THE STATION WAS
 RS0443'MOVED 98.63 FEET (30.064 METERS) ON LINE TOWARD CHURCH SPIRE.
 RS0443'THE UNDERGROUND MARK FOR THE 1951 STATION WAS LEFT IN PLACE BUT
 RS0443'IT MAY BE DESTROYED BY ROAD GRADING.
 RS0443'
 RS0443'THE STATION MARK IS 95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 RS0443'AND 5 FEET WEST OF A WHITE WITNESS POST THAT IS IN THE EAST
 RS0443'RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND
 RS0443'AND THE DISK IS STAMPED GAYLORD 2 1956.
 RS0443'
 RS0443'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 RS0443'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RS0443'GAYLORD 2 NO 1 1956.
 RS0443'
 RS0443'REFERENCE MARK IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 RS0443'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GAYLORD
 RS0443'2 NO 2 1956.
 RS0443'
 RS0443'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 RS0443'AND 2 FEET NORTHEAST OF A POWER LINE POLE.  THE MARK PROJECTS
 RS0443'4 INCHES AND THE DISK IS STAMPED GAYLORD 2 1956.
 RS0443'
 RS0443'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND U.S. HIGHWAY 85,
 RS0443'JUST NORTHEAST OF BELFIELD, GO SOUTH ON U.S. 85 FOR 9.65 MILES
 RS0443'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.3 MILE
 RS0443'TO THE STATION ON THE LEFT.
 RS0443
 RS0443                          STATION RECOVERY (1968)
 RS0443
 RS0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RS0443'STATION MARK SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK NO. 1
 RS0443'AND 2 AND THE AZIMUTH MARK WERE DESTROYED BY GRADER OPERATIONS.
 RS0443'IT IS VERY POSSIBLE THAT THE SUB-SURFACE MARK IS STILL THERE AS
 RS0443'THE STATION SITE IS HIGH ON THE BACK SLOPE OF THE HIGHWAY.
 RS0443'HOWEVER THERE WERE NOT ENOUGH MEASUREMENTS FROM OBJECTS TO
 RS0443'ESTABLISH A DEFINITE LOCATION TO DIG FOR THE SUB-SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0802 ***********************************************************************
 RR0802  DESIGNATION -  GAYTON
 RR0802  PID         -  RR0802
 RR0802  STATE/COUNTY-  ND/EMMONS
 RR0802  USGS QUAD   -  CANNON BALL (1968)
 RR0802
 RR0802                         *CURRENT SURVEY CONTROL
 RR0802  ___________________________________________________________________
 RR0802* NAD 83(1996)-  46 23 46.81355(N)    100 31 36.72765(W)     ADJUSTED  
 RR0802* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 RR0802  ___________________________________________________________________
 RR0802  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 RR0802  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RR0802
 RR0802  HORZ ORDER  -  SECOND
 RR0802
 RR0802.The horizontal coordinates were established by classical geodetic methods
 RR0802.and adjusted by the National Geodetic Survey in January 1998..
 RR0802
 RR0802.The orthometric height was scaled from a topographic map.
 RR0802
 RR0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0802
 RR0802.The geoid height was determined by GEOID03.
 RR0802
 RR0802;                    North         East     Units Scale Factor Converg.
 RR0802;SPC ND S     -    81,107.872   597,933.638   MT  0.99996494   -0 01 10.6
 RR0802;SPC ND S     -   266,101.94  1,961,724.53   iFT  0.99996494   -0 01 10.6
 RR0802;UTM  14      - 5,139,217.492   382,618.664   MT  0.99976937   -1 06 20.8
 RR0802
 RR0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0802!SPC ND S     -   0.99990912  x   0.99996494  =   0.99987406
 RR0802!UTM  14      -   0.99990912  x   0.99976937  =   0.99967851
 RR0802
 RR0802:                Primary Azimuth Mark                     Grid Az
 RR0802:SPC ND S     -  GIVENS                                   211 05 15.6
 RR0802:UTM  14      -  GIVENS                                   212 10 25.8
 RR0802
 RR0802|---------------------------------------------------------------------|
 RR0802| PID    Reference Object                     Distance      Geod. Az  |
 RR0802|                                                           dddmmss.s |
 RR0802| RR0807 GIVENS                              APPROX. 8.3 KM 2110405.0 |
 RR0802|---------------------------------------------------------------------|
 RR0802
 RR0802                          SUPERSEDED SURVEY CONTROL
 RR0802
 RR0802  NAD 83(1986)-  46 23 46.80434(N)    100 31 36.71767(W) AD(       ) 2
 RR0802  NAD 27      -  46 23 46.82700(N)    100 31 35.28800(W) AD(       ) 2
 RR0802
 RR0802.Superseded values are not recommended for survey control.
 RR0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0802.See file dsdata.txt to determine how the superseded data were derived.
 RR0802
 RR0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8261939217(NAD 83)
 RR0802_MARKER: Z = SEE DESCRIPTION
 RR0802_SETTING: 0 = UNSPECIFIED SETTING
 RR0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0802
 RR0802  HISTORY     - Date     Condition        Report By
 RR0802  HISTORY     - 1889     MONUMENTED       MORC
 RR0802
 RR0802                          STATION DESCRIPTION
 RR0802
 RR0802'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0802'GAYTON IS ON LEFT BANK, ON A LONG, NARROW, DETACHED RIDGE,
 RR0802'ABOUT 2 MILES NORTHEAST FROM GAYTONS LANDING, AND 4 MILES
 RR0802'SOUTHEAST FROM MOUTH OF CANNON BALL RIVER.  THE TRIANGULATION
 RR0802'STATION IS 20 FEET FROM EDGE OF BLUFF, AND 200 FEET SOUTHWEST
 RR0802'FROM HIGHEST PART OF RIDGE.  THERE IS HIGHER LAND THREE-FOURTHS
 RR0802'MILE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0734 ***********************************************************************
 RQ0734  DESIGNATION -  GEIZSLER
 RQ0734  PID         -  RQ0734
 RQ0734  STATE/COUNTY-  ND/MCINTOSH
 RQ0734  USGS QUAD   -  COLDWATER LAKE NW (1982)
 RQ0734
 RQ0734                         *CURRENT SURVEY CONTROL
 RQ0734  ___________________________________________________________________
 RQ0734* NAD 83(1996)-  46 07 37.70099(N)    099 12 22.88943(W)     ADJUSTED  
 RQ0734* NAVD 88     -       673.1    (meters)    2208.     (feet)  VERTCON   
 RQ0734  ___________________________________________________________________
 RQ0734  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 RQ0734  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 RQ0734
 RQ0734  HORZ ORDER  -  FIRST
 RQ0734
 RQ0734.The horizontal coordinates were established by classical geodetic methods
 RQ0734.and adjusted by the National Geodetic Survey in January 1998..
 RQ0734
 RQ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0734
 RQ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0734
 RQ0734.The geoid height was determined by GEOID03.
 RQ0734
 RQ0734;                    North         East     Units Scale Factor Converg.
 RQ0734;SPC ND S     -    52,008.081   699,976.629   MT  1.00001152   +0 56 36.8
 RQ0734;SPC ND S     -   170,630.19  2,296,511.25   iFT  1.00001152   +0 56 36.8
 RQ0734;UTM  14      - 5,108,194.378   484,057.848   MT  0.99960312   -0 08 55.5
 RQ0734
 RQ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0734!SPC ND S     -   0.99989813  x   1.00001152  =   0.99990965
 RQ0734!UTM  14      -   0.99989813  x   0.99960312  =   0.99950130
 RQ0734
 RQ0734|---------------------------------------------------------------------|
 RQ0734| PID    Reference Object                     Distance      Geod. Az  |
 RQ0734|                                                           dddmmss.s |
 RQ0734| CO5043 GEIZSLER RM 1                        31.580 METERS 06258     |
 RQ0734| RQ0730 ISAAK                               APPROX.17.6 KM 0631333.4 |
 RQ0734| CO5042 GEIZSLER AZ MK                                     1544045.4 |
 RQ0734| CO5044 GEIZSLER RM 2                        28.281 METERS 15843     |
 RQ0734| RQ0732 LUTHERAN CHURCH BALL ON SPIRE       APPROX. 1.9 KM 1935233.1 |
 RQ0734|---------------------------------------------------------------------|
 RQ0734
 RQ0734                          SUPERSEDED SURVEY CONTROL
 RQ0734
 RQ0734  NAD 83(1986)-  46 07 37.70540(N)    099 12 22.88223(W) AD(       ) 1
 RQ0734  NAD 27      -  46 07 37.81300(N)    099 12 21.48000(W) AD(       ) 1
 RQ0734  NGVD 29 (07/19/86)  672.7    (m)         2207.     (f) VERT ANG       
 RQ0734
 RQ0734.Superseded values are not recommended for survey control.
 RQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0734.See file dsdata.txt to determine how the superseded data were derived.
 RQ0734
 RQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS8405808194(NAD 83)
 RQ0734_MARKER: DS = TRIANGULATION STATION DISK
 RQ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0734
 RQ0734  HISTORY     - Date     Condition        Report By
 RQ0734  HISTORY     - 1934     MONUMENTED       CGS
 RQ0734  HISTORY     - 1959     GOOD             CGS
 RQ0734  HISTORY     - 1971     GOOD             LOCENG
 RQ0734
 RQ0734                          STATION DESCRIPTION
 RQ0734
 RQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0734'STATION IS LOCATED IN THE NW 1/4 OF SEC. 33, T 131 N, R 68
 RQ0734'W, APPROXIMATELY 8.0 MILES E AND 6-1/4 MILES N OF ASHLEY ON
 RQ0734'THE HIGHEST POINT OF THE S END OF A VERY PROMINENT RIDGE
 RQ0734'IN A PASTURE LAND OWNED BY JOHN GEIZSLER OF ASHLEY.  IT
 RQ0734'IS LOCATED ON SITE OF OLD INDIAN GRAVE.  MARK IS 14 BY 14 INCHES
 RQ0734'SQUARE.
 RQ0734'
 RQ0734'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0734'BRONZE DISKS SET IN CONCRETE.
 RQ0734'
 RQ0734'REFERENCE MARK NO. 1 IS 31.580 METERS, 103.61 FEET ENE OF
 RQ0734'STATION.  MARK IS 10 BY 10 INCHES SQUARE.
 RQ0734'
 RQ0734'REFERENCE MARK NO. 2 IS 28.281 METERS, 92.79 FEET S OF STATION.
 RQ0734'MARK IS 10 BY 10 INCHES SQUARE.
 RQ0734'
 RQ0734'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE S OF STATION.  30
 RQ0734'FEET N OF CENTER LINE OF MAIN E-W DIRT ROAD AND IS REACHED
 RQ0734'FROM STATION BY GOING BACK WHERE MAIN ROAD MAKES A SHARP
 RQ0734'CURVE LEFT E, FOLLOW IT FOR 0.55 MILE TO AZIMUTH ON LEFT.
 RQ0734'
 RQ0734'STATION IS REACHED FROM ASHLEY POST OFFICE BY FOLLOWING STATE
 RQ0734'HIGHWAY 11 E 0.7 MILE, TURN LEFT (N) ON A GRADED DIRT ROAD
 RQ0734'1.5 MILES.  TURN RIGHT (E) ON MAIN HIGHWAY FOR 1.0 MILE.  TURN
 RQ0734'LEFT (N) AND GO 1.0 MILE.  TURN RIGHT (E) AND GO 1.0 MILE.
 RQ0734'TURN LEFT (N) AND GO 1.0 MILE.  ON MAIN ROAD.  TURN RIGHT
 RQ0734'(E) AND GO 4.0 MILES ON MAIN ROAD.  TURN LEFT (N) 1.0 MILE.
 RQ0734'TURN RIGHT (E) AND GO 0.9 MILE ON MAIN ROAD.  TAKE LEFT FORK
 RQ0734'AND GO N 0.9 MILE ON MAIN ROAD.  TAKE LEFT FORK AND GO
 RQ0734'N 1.0 MILE ON MAIN ROAD TO WHERE MAIN ROAD TURNS E, CONTINUE
 RQ0734'STRAIGHT AHEAD (N) FOR 0.75 MILE TO FARM BUILDING.  GO
 RQ0734'THROUGH A TAKE-DOWN IN N-S FENCE LINE ABOUT 300 FEET NE
 RQ0734'OF HOUSE.  GO NE UP RIDGE THROUGH PASTURE FOR 0.3 MILE TO
 RQ0734'HIGHEST POINT AND STATION.
 RQ0734'
 RQ0734'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 RQ0734
 RQ0734                          STATION RECOVERY (1959)
 RQ0734
 RQ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0734'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 RQ0734'MARKS FOUND IN GOOD CONDITION.
 RQ0734'
 RQ0734'THE AZIMUTH MARK HAS BEEN DESTROYED.  THE CONCRETE POST WAS
 RQ0734'FOUND BUT THE TOP OF THE POST WAS BROKEN OFF AND THE DISK
 RQ0734'WAS GONE.
 RQ0734'
 RQ0734'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE TO A POINT
 RQ0734'ABOUT 1.0 MILE SOUTH OF THE STATION WHERE MAIN ROAD TURNS
 RQ0734'EAST.  AT THIS POINT INSTEAD OF CONTINUING NORTH 0.75 MILE
 RQ0734'TO FARM BUILDINGS TURN RIGHT ON MAIN ROAD FOR 0.3 MILE TO
 RQ0734'A DRIVEWAY ON THE LEFT, TURN LEFT ON DRIVEWAY FOR 0.3 MILE
 RQ0734'TO FARM BUILDINGS, GO NORTH THROUGH FARM YARD AND PICK ROAD
 RQ0734'THROUGH PASTURE FOR ABOUT 0.7 MILE TO HIGHEST POINT AND
 RQ0734'STATION.
 RQ0734
 RQ0734                          STATION RECOVERY (1971)
 RQ0734
 RQ0734'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 RQ0734'RECOVERED BY E.H. SCHMIDT CORP.
 RQ0734'
 RQ0734'VERY GOOD.
 RQ0734'
 RQ0734'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0804 ***********************************************************************
 RP0804  DESIGNATION -  GENESEO ST MARTINS CATHOLIC CH
 RP0804  PID         -  RP0804
 RP0804  STATE/COUNTY-  ND/SARGENT
 RP0804  USGS QUAD   -  GENESEO (1958)
 RP0804
 RP0804                         *CURRENT SURVEY CONTROL
 RP0804  ___________________________________________________________________
 RP0804* NAD 83(1996)-  46 04 28.08152(N)    097 16 50.54921(W)     ADJUSTED  
 RP0804* NAVD 88     -                                                        
 RP0804  ___________________________________________________________________
 RP0804  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 RP0804  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 RP0804
 RP0804  HORZ ORDER  -  THIRD
 RP0804
 RP0804.The horizontal coordinates were established by classical geodetic methods
 RP0804.and adjusted by the National Geodetic Survey in January 1998..
 RP0804
 RP0804
 RP0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0804
 RP0804.The geoid height was determined by GEOID03.
 RP0804
 RP0804;                    North         East     Units Scale Factor Converg.
 RP0804;SPC ND S     -    50,432.596   848,978.281   MT  1.00002318   +2 20 53.1
 RP0804;SPC ND S     -   165,461.27  2,785,361.81   iFT  1.00002318   +2 20 53.1
 RP0804;SPC SD N     -   252,593.176   810,343.835   MT  1.00009905   +1 55 28.4
 RP0804;SPC SD N     -   828,716.11  2,658,603.07   sFT  1.00009905   +1 55 28.4
 RP0804;UTM  14      - 5,103,758.248   632,949.322   MT  0.99981729   +1 14 18.6
 RP0804
 RP0804                          SUPERSEDED SURVEY CONTROL
 RP0804
 RP0804  NAD 83(1986)-  46 04 28.07993(N)    097 16 50.54165(W) AD(       ) 4
 RP0804  NAD 27      -  46 04 28.22300(N)    097 16 49.21200(W) AD(       ) 3
 RP0804
 RP0804.Superseded values are not recommended for survey control.
 RP0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0804.See file dsdata.txt to determine how the superseded data were derived.
 RP0804
 RP0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3294903758(NAD 83)
 RP0804_MARKER: 90 = CHURCH SPIRE
 RP0804
 RP0804  HISTORY     - Date     Condition        Report By
 RP0804  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0804  HISTORY     - 1962     GOOD             USGS
 RP0804
 RP0804                          STATION DESCRIPTION
 RP0804
 RP0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0804'THE OBJECT OBSERVED UPON WAS THE TOP OF SPIRE OF ST. MARTINS
 RP0804'CATHOLIC CHURCH, LOCATED IN THE CENTER PART OF TOWN ON THE W
 RP0804'SIDE OF MAIN STREET.  THE BUILDING IS OF BRICK, BUILT IN 1916.
 RP0804
 RP0804                          STATION RECOVERY (1962)
 RP0804
 RP0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RP0804'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1875 ***********************************************************************
 TG1875  DESIGNATION -  GERIES
 TG1875  PID         -  TG1875
 TG1875  STATE/COUNTY-  ND/MCKENZIE
 TG1875  USGS QUAD   -  WILLISTON SE (1979)
 TG1875
 TG1875                         *CURRENT SURVEY CONTROL
 TG1875  ___________________________________________________________________
 TG1875* NAD 83(1996)-  48 02 03.64140(N)    103 34 58.04830(W)     ADJUSTED  
 TG1875* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 TG1875  ___________________________________________________________________
 TG1875  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 TG1875  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TG1875
 TG1875  HORZ ORDER  -  SECOND
 TG1875
 TG1875.The horizontal coordinates were established by classical geodetic methods
 TG1875.and adjusted by the National Geodetic Survey in January 1998..
 TG1875
 TG1875.The orthometric height was scaled from a topographic map.
 TG1875
 TG1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1875
 TG1875.The geoid height was determined by GEOID03.
 TG1875
 TG1875;                    North         East     Units Scale Factor Converg.
 TG1875;SPC ND N     -   119,600.669   370,174.430   MT  0.99993623   -2 17 38.4
 TG1875;SPC ND N     -   392,390.65  1,214,483.04   iFT  0.99993623   -2 17 38.4
 TG1875;UTM  13      - 5,321,089.115   605,646.092   MT  0.99973714   +1 03 13.9
 TG1875
 TG1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1875!SPC ND N     -   0.99990010  x   0.99993623  =   0.99983633
 TG1875!UTM  13      -   0.99990010  x   0.99973714  =   0.99963726
 TG1875
 TG1875:                Primary Azimuth Mark                     Grid Az
 TG1875:SPC ND N     -  EHORST                                   054 43 19.4
 TG1875:UTM  13      -  EHORST                                   051 22 27.1
 TG1875
 TG1875|---------------------------------------------------------------------|
 TG1875| PID    Reference Object                     Distance      Geod. Az  |
 TG1875|                                                           dddmmss.s |
 TG1875| TG1876 EHORST                              APPROX. 4.4 KM 0522541.0 |
 TG1875|---------------------------------------------------------------------|
 TG1875
 TG1875                          SUPERSEDED SURVEY CONTROL
 TG1875
 TG1875  NAD 83(1986)-  48 02 03.64237(N)    103 34 58.04535(W) AD(       ) 2
 TG1875  NAD 27      -  48 02 03.55000(N)    103 34 56.33400(W) AD(       ) 2
 TG1875
 TG1875.Superseded values are not recommended for survey control.
 TG1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1875.See file dsdata.txt to determine how the superseded data were derived.
 TG1875
 TG1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0564621089(NAD 83)
 TG1875_MARKER: Z = SEE DESCRIPTION
 TG1875_SETTING: 0 = UNSPECIFIED SETTING
 TG1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1875
 TG1875  HISTORY     - Date     Condition        Report By
 TG1875  HISTORY     - 1889     MONUMENTED       MORC
 TG1875
 TG1875                          STATION DESCRIPTION
 TG1875
 TG1875'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TG1875'GERIES (MORC) 1889.  IS ON RIGHT BANK, ON OUTER EDGE OF SECOND
 TG1875'CUT BLUFF, ABOUT 9 MILES BELOW WILLISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0945 ***********************************************************************
 RR0945  DESIGNATION -  GERMAN CONG CHURCH
 RR0945  PID         -  RR0945
 RR0945  STATE/COUNTY-  ND/GRANT
 RR0945  USGS QUAD   -  NEW LEIPZIG NORTH (1980)
 RR0945
 RR0945                         *CURRENT SURVEY CONTROL
 RR0945  ___________________________________________________________________
 RR0945* NAD 83(1996)-  46 29 13.90459(N)    101 53 31.40742(W)     ADJUSTED  
 RR0945* NAVD 88     -                                                        
 RR0945  ___________________________________________________________________
 RR0945  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 RR0945  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 RR0945
 RR0945  HORZ ORDER  -  THIRD
 RR0945
 RR0945.The horizontal coordinates were established by classical geodetic methods
 RR0945.and adjusted by the National Geodetic Survey in January 1998..
 RR0945
 RR0945
 RR0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0945
 RR0945.The geoid height was determined by GEOID03.
 RR0945
 RR0945;                    North         East     Units Scale Factor Converg.
 RR0945;SPC ND S     -    92,153.920   493,127.461   MT  0.99995414   -1 00 55.2
 RR0945;SPC ND S     -   302,342.26  1,617,872.25   iFT  0.99995414   -1 00 55.2
 RR0945;UTM  14      - 5,152,244.845   278,039.656   MT  1.00020562   -2 05 53.6
 RR0945
 RR0945                          SUPERSEDED SURVEY CONTROL
 RR0945
 RR0945  NAD 83(1986)-  46 29 13.89704(N)    101 53 31.40071(W) AD(       ) 4
 RR0945  NAD 27      -  46 29 13.88245(N)    101 53 29.87844(W) AD(       ) 3
 RR0945
 RR0945.Superseded values are not recommended for survey control.
 RR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0945.See file dsdata.txt to determine how the superseded data were derived.
 RR0945
 RR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7804052245(NAD 83)
 RR0945_MARKER: 90 = CHURCH SPIRE
 RR0945
 RR0945  HISTORY     - Date     Condition        Report By
 RR0945  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0945
 RR0945                          STATION DESCRIPTION
 RR0945
 RR0945'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0945'LOCATED NEAR QUARTER CORNER BETWEEN SECS. 20 AND 29, T. 135 N., R. 89
 RR0945'W., ON N. SIDE OF E. - W. SECTION - LINE RD. STATION MARK--SPIRE ON
 RR0945'GERMAN CONGREGATIONAL CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0677 ***********************************************************************
 RQ0677  DESIGNATION -  GERMAN LUTH CH MO SYNOD SPIRE
 RQ0677  PID         -  RQ0677
 RQ0677  STATE/COUNTY-  ND/DICKEY
 RQ0677  USGS QUAD   -  MONANGO NW (1982)
 RQ0677
 RQ0677                         *CURRENT SURVEY CONTROL
 RQ0677  ___________________________________________________________________
 RQ0677* NAD 83(1996)-  46 10 11.44353(N)    098 39 04.11907(W)     ADJUSTED  
 RQ0677* NAVD 88     -                                                        
 RQ0677  ___________________________________________________________________
 RQ0677  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 RQ0677  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 RQ0677
 RQ0677  HORZ ORDER  -  THIRD
 RQ0677
 RQ0677.The horizontal coordinates were established by classical geodetic methods
 RQ0677.and adjusted by the National Geodetic Survey in January 1998..
 RQ0677
 RQ0677
 RQ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0677
 RQ0677.The geoid height was determined by GEOID03.
 RQ0677
 RQ0677;                    North         East     Units Scale Factor Converg.
 RQ0677;SPC ND S     -    57,612.028   742,766.828   MT  1.00000268   +1 20 54.7
 RQ0677;SPC ND S     -   189,015.84  2,436,899.04   iFT  1.00000268   +1 20 54.7
 RQ0677;UTM  14      - 5,112,977.908   526,929.935   MT  0.99960891   +0 15 06.0
 RQ0677
 RQ0677                          SUPERSEDED SURVEY CONTROL
 RQ0677
 RQ0677  NAD 83(1986)-  46 10 11.45103(N)    098 39 04.11071(W) AD(       ) 4
 RQ0677  NAD 27      -  46 10 11.55500(N)    098 39 02.76700(W) AD(       ) 3
 RQ0677
 RQ0677.Superseded values are not recommended for survey control.
 RQ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0677.See file dsdata.txt to determine how the superseded data were derived.
 RQ0677
 RQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2693012978(NAD 83)
 RQ0677_MARKER: 90 = CHURCH SPIRE
 RQ0677
 RQ0677  HISTORY     - Date     Condition        Report By
 RQ0677  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0677
 RQ0677                          STATION DESCRIPTION
 RQ0677
 RQ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0677'POINT OBSERVED UPON IS THE TIP OF SPIRE ATOP THE WOODEN FRAME OF
 RQ0677'GERMAN LUTHERAN CHURCH OF THE MISSOURI SYNOD, ERECTED IN 1915
 RQ0677'AND LOCATED 2.75 MILES W OF MONANGO.
 RQ0677'
 RQ0677'THIS STATION WAS OBSERVED UPON FROM MONANGO AND YOUNG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2021 ***********************************************************************
 TF2021  DESIGNATION -  GERMAN LUTH CHURCH STEEPLE
 TF2021  PID         -  TF2021
 TF2021  STATE/COUNTY-  ND/MCHENRY
 TF2021  USGS QUAD   -  RANGELEY SE (1957)
 TF2021
 TF2021                         *CURRENT SURVEY CONTROL
 TF2021  ___________________________________________________________________
 TF2021* NAD 83(1996)-  48 01 26.34502(N)    100 22 04.09088(W)     ADJUSTED  
 TF2021* NAVD 88     -                                                        
 TF2021  ___________________________________________________________________
 TF2021  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TF2021  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 TF2021
 TF2021  HORZ ORDER  -  THIRD
 TF2021
 TF2021.The horizontal coordinates were established by classical geodetic methods
 TF2021.and adjusted by the National Geodetic Survey in January 1998..
 TF2021
 TF2021
 TF2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2021
 TF2021.The geoid height was determined by GEOID03.
 TF2021
 TF2021;                    North         East     Units Scale Factor Converg.
 TF2021;SPC ND N     -   113,855.765   609,860.041   MT  0.99993640   +0 05 54.1
 TF2021;SPC ND N     -   373,542.54  2,000,853.15   iFT  0.99993640   +0 05 54.1
 TF2021;UTM  14      - 5,319,871.094   398,016.356   MT  0.99972780   -1 01 01.0
 TF2021
 TF2021                          SUPERSEDED SURVEY CONTROL
 TF2021
 TF2021  NAD 83(1986)-  48 01 26.34798(N)    100 22 04.09008(W) AD(       ) 4
 TF2021  NAD 27      -  48 01 26.33000(N)    100 22 02.58300(W) AD(       ) 3
 TF2021
 TF2021.Superseded values are not recommended for survey control.
 TF2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2021.See file dsdata.txt to determine how the superseded data were derived.
 TF2021
 TF2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9801619871(NAD 83)
 TF2021_MARKER: 91 = CHURCH CROSS
 TF2021
 TF2021  HISTORY     - Date     Condition        Report By
 TF2021  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2021
 TF2021                          STATION DESCRIPTION
 TF2021
 TF2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2021'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF THE TOWN
 TF2021'OF DRAKE, 1 AND 1/2 MILES NORTHWEST OF TRIANGULATION STATION
 TF2021'GUTHRIE AND 125 FEET WEST OF THE CENTERLINE OF ROAD.
 TF2021'
 TF2021'THE BUILDING IS OF WOODEN CONSTRUCTION, 40 FEET LONG, 30 FEET
 TF2021'WIDE AND PAINTED WHITE.  THE STEEPLE WITH A CROSS ON TOP IS ABOUT
 TF2021'35 FEET HIGH.
 TF2021'
 TF2021'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 TF2021'
 TF2021'TO REACH THE STATION FROM THE WATER TANK IN DRAKE, GO NORTH ON
 TF2021'GRAVEL ROAD FOR 6.4 MILES TO CROSSROADS.  TURN LEFT AND GO
 TF2021'WEST FOR 0.5 MILE TO A T-ROAD LEADING NORTH.  TURN RIGHT AND GO
 TF2021'NORTH 1.2 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0676 ***********************************************************************
 RQ0676  DESIGNATION -  GERMAN LUTHERAN CHURCH SPIRE
 RQ0676  PID         -  RQ0676
 RQ0676  STATE/COUNTY-  ND/DICKEY
 RQ0676  USGS QUAD   -  MONANGO NW (1982)
 RQ0676
 RQ0676                         *CURRENT SURVEY CONTROL
 RQ0676  ___________________________________________________________________
 RQ0676* NAD 83(1996)-  46 13 41.34906(N)    098 40 56.10559(W)     ADJUSTED  
 RQ0676* NAVD 88     -                                                        
 RQ0676  ___________________________________________________________________
 RQ0676  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 RQ0676  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 RQ0676
 RQ0676  HORZ ORDER  -  THIRD
 RQ0676
 RQ0676.The horizontal coordinates were established by classical geodetic methods
 RQ0676.and adjusted by the National Geodetic Survey in January 1998..
 RQ0676
 RQ0676
 RQ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0676
 RQ0676.The geoid height was determined by GEOID03.
 RQ0676
 RQ0676;                    North         East     Units Scale Factor Converg.
 RQ0676;SPC ND S     -    64,035.350   740,215.219   MT  0.99999149   +1 19 33.0
 RQ0676;SPC ND S     -   210,089.73  2,428,527.62   iFT  0.99999149   +1 19 33.0
 RQ0676;UTM  14      - 5,119,446.371   524,502.671   MT  0.99960738   +0 13 46.0
 RQ0676
 RQ0676                          SUPERSEDED SURVEY CONTROL
 RQ0676
 RQ0676  NAD 83(1986)-  46 13 41.35654(N)    098 40 56.09729(W) AD(       ) 4
 RQ0676  NAD 27      -  46 13 41.46900(N)    098 40 54.74000(W) AD(       ) 3
 RQ0676
 RQ0676.Superseded values are not recommended for survey control.
 RQ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0676.See file dsdata.txt to determine how the superseded data were derived.
 RQ0676
 RQ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2450319446(NAD 83)
 RQ0676_MARKER: 90 = CHURCH SPIRE
 RQ0676
 RQ0676  HISTORY     - Date     Condition        Report By
 RQ0676  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0676
 RQ0676                          STATION DESCRIPTION
 RQ0676
 RQ0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0676'POINT OBSERVED UPON IS THE TIP OF SPIRE ATOP THE FRAME GERMAN
 RQ0676'LUTHERAN CHURCH OF THE IOWA SYNOD, ERECTED IN 1913 AND LOCATED
 RQ0676'7.5 MILES NW OF MONANGO.
 RQ0676'
 RQ0676'THIS STATION WAS OBSERVED UPON FROM MONANGO, YOUNG AND ELDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0974 ***********************************************************************
 RR0974  DESIGNATION -  GERVING
 RR0974  PID         -  RR0974
 RR0974  STATE/COUNTY-  ND/MORTON
 RR0974  USGS QUAD   -  GLEN ULLIN (1980)
 RR0974
 RR0974                         *CURRENT SURVEY CONTROL
 RR0974  ___________________________________________________________________
 RR0974* NAD 83(1996)-  46 48 05.86559(N)    101 45 09.81270(W)     ADJUSTED  
 RR0974* NAVD 88     -       672.     (meters)    2205.     (feet)  SCALED    
 RR0974  ___________________________________________________________________
 RR0974  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 RR0974  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 RR0974
 RR0974  HORZ ORDER  -  THIRD
 RR0974
 RR0974.The horizontal coordinates were established by classical geodetic methods
 RR0974.and adjusted by the National Geodetic Survey in January 1998..
 RR0974
 RR0974.The orthometric height was scaled from a topographic map.
 RR0974
 RR0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0974
 RR0974.The geoid height was determined by GEOID03.
 RR0974
 RR0974;                    North         East     Units Scale Factor Converg.
 RR0974;SPC ND S     -   126,921.061   504,380.802   MT  0.99993602   -0 54 49.4
 RR0974;SPC ND S     -   416,407.68  1,654,792.66   iFT  0.99993602   -0 54 49.4
 RR0974;UTM  14      - 5,186,799.940   289,954.120   MT  1.00014230   -2 00 26.8
 RR0974
 RR0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0974!SPC ND S     -   0.99989767  x   0.99993602  =   0.99983369
 RR0974!UTM  14      -   0.99989767  x   1.00014230  =   1.00003995
 RR0974
 RR0974:                Primary Azimuth Mark                     Grid Az
 RR0974:SPC ND S     -  KURTZ                                    028 59 42.0
 RR0974:UTM  14      -  KURTZ                                    030 05 19.4
 RR0974
 RR0974|---------------------------------------------------------------------|
 RR0974| PID    Reference Object                     Distance      Geod. Az  |
 RR0974|                                                           dddmmss.s |
 RR0974| RR0608 KURTZ                               APPROX. 5.7 KM 0280452.6 |
 RR0974| RR0948 FRIEDENS EVANGELICAL CH CUPOLA      APPROX.11.6 KM 0640030.1 |
 RR0974| CQ8036 CATHOLIC CHURCH SPIRE                              28426     |
 RR0974|---------------------------------------------------------------------|
 RR0974
 RR0974                          SUPERSEDED SURVEY CONTROL
 RR0974
 RR0974  NAD 83(1986)-  46 48 05.85897(N)    101 45 09.80406(W) AD(       ) 3
 RR0974  NAD 27      -  46 48 05.84219(N)    101 45 08.25663(W) AD(       ) 3
 RR0974
 RR0974.Superseded values are not recommended for survey control.
 RR0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0974.See file dsdata.txt to determine how the superseded data were derived.
 RR0974
 RR0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8995486800(NAD 83)
 RR0974_MARKER: I = METAL ROD
 RR0974_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RR0974_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 RR0974
 RR0974  HISTORY     - Date     Condition        Report By
 RR0974  HISTORY     - 1958     MONUMENTED       USGS
 RR0974
 RR0974                          STATION DESCRIPTION
 RR0974
 RR0974'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0974'STATION IS LOCATED ON THE GERVING RANCH ON HIGH POINT OF RIDGE,
 RR0974'LOCATED APPROX. 1.2 MI S. AND 3.0 MI E. OF GLEN ULLIN, T. 138 N., R.
 RR0974'88 W., NEAR THE NE. COR. SEC. 2.
 RR0974'
 RR0974'TO REACH THE STATION FROM THE POST OFFICE AT GLEN ULLIN, GO E. ALONG
 RR0974'U.S. HWY 10 FOR 3.4 MI TO A RD. S. LEADING TO THE GERVING RANCH, TURN
 RR0974'RIGHT /S./ AND GO 1.7 MI TO A T - RD. W. AND A FIELD RD. E. JUST
 RR0974'BEYOND THE T - RD. W., TURN LEFT /E./, THEN TURN LEFT AGAIN /N./ AND
 RR0974'FOLLOW FIELD RD. TO TOP RIDGE FOR 0.2 MI AND STATION AS DESCRIBED.
 RR0974'APPROX. 100 FT E. ALONG TOP OF RIDGE FROM END OF TRUCK TRAVEL.  A 1/4
 RR0974'IN. IRON ROD FLUSH WITH GROUND BENEATH A SMALL ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2172 ***********************************************************************
 TF2172  DESIGNATION -  GETESMANE SK EVAN LUTH CHURCH
 TF2172  PID         -  TF2172
 TF2172  STATE/COUNTY-  ND/WARD
 TF2172  USGS QUAD   -  MINOT NW (1979)
 TF2172
 TF2172                         *CURRENT SURVEY CONTROL
 TF2172  ___________________________________________________________________
 TF2172* NAD 83(1996)-  48 09 13.94562(N)    101 25 33.32898(W)     ADJUSTED  
 TF2172* NAVD 88     -                                                        
 TF2172  ___________________________________________________________________
 TF2172  LAPLACE CORR-          -8.91  (seconds)                    DEFLEC99
 TF2172  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 TF2172
 TF2172  HORZ ORDER  -  THIRD
 TF2172
 TF2172.The horizontal coordinates were established by classical geodetic methods
 TF2172.and adjusted by the National Geodetic Survey in January 1998..
 TF2172
 TF2172
 TF2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2172
 TF2172.The geoid height was determined by GEOID03.
 TF2172
 TF2172;                    North         East     Units Scale Factor Converg.
 TF2172;SPC ND N     -   128,703.206   531,114.296   MT  0.99993657   -0 41 20.4
 TF2172;SPC ND N     -   422,254.61  1,742,500.97   iFT  0.99993657   -0 41 20.4
 TF2172;UTM  14      - 5,336,248.983   319,581.576   MT  0.99999997   -1 48 27.5
 TF2172
 TF2172                          SUPERSEDED SURVEY CONTROL
 TF2172
 TF2172  NAD 83(1986)-  48 09 13.94568(N)    101 25 33.32567(W) AD(       ) 4
 TF2172  NAD 27      -  48 09 13.90300(N)    101 25 31.73400(W) AD(       ) 3
 TF2172
 TF2172.Superseded values are not recommended for survey control.
 TF2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2172.See file dsdata.txt to determine how the superseded data were derived.
 TF2172
 TF2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1958236249(NAD 83)
 TF2172
 TF2172  HISTORY     - Date     Condition        Report By
 TF2172  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2172
 TF2172                          STATION DESCRIPTION
 TF2172
 TF2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2172'THE CHURCH IS LOCATED ABOUT 8 MILES SOUTHWEST OF MINOT, 100
 TF2172'YARDS NORTH OF DRADY STORE (VACANT), 150 FEET NORTH OF CROSSROADS
 TF2172'AND 50 FEET WEST OF THE CENTERLINE OF ROAD.
 TF2172'
 TF2172'THE BUILDING IS OF WOODEN CONSTRUCTION, PAINTED WHITE AND IT
 TF2172'FACES EAST.  THE BUILDING IS 50 FEET LONG AND 30 FEET WIDE AND
 TF2172'THE STEEPLE ON THE EAST END OF THE CHURCH IS 50 FEET HIGH.
 TF2172'
 TF2172'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TF2172'
 TF2172'TO REACH THE CHURCH FROM THE JUNCTION OF U.S. HIGHWAYS 83,
 TF2172'52 AND 2 IN THE WEST PART OF MINOT, GO SOUTH ON U.S. HIGHWAY 83
 TF2172'FOR 2.6 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST 04.0 MILES
 TF2172'TO CROSSROADS.  TURN LEFT AND GO SOUTH 3.0 MILES TO CROSSROADS.
 TF2172'TURN RIGHT AND GO WEST 2.0 MILES TO CROSSROADS AND THE CHURCH
 TF2172'IN THE NORTHWEST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2498 ***********************************************************************
 AJ2498  DESIGNATION -  GF 1
 AJ2498  PID         -  AJ2498
 AJ2498  STATE/COUNTY-  ND/GRAND FORKS
 AJ2498  USGS QUAD   -  GRAND FORKS (1994)
 AJ2498
 AJ2498                         *CURRENT SURVEY CONTROL
 AJ2498  ___________________________________________________________________
 AJ2498* NAD 83(1996)-  47 57 19.87598(N)    097 04 07.22209(W)     ADJUSTED  
 AJ2498* NAVD 88     -       252.6    (meters)     829.     (feet)  GPS OBS   
 AJ2498  ___________________________________________________________________
 AJ2498  X           -    -526,635.810 (meters)                     COMP
 AJ2498  Y           -  -4,247,015.830 (meters)                     COMP
 AJ2498  Z           -   4,713,733.349 (meters)                     COMP
 AJ2498  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AJ2498  ELLIP HEIGHT-         225.82  (meters)          (04/10/03) GPS OBS
 AJ2498  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AJ2498
 AJ2498  HORZ ORDER  -  SECOND
 AJ2498  ELLP ORDER  -  FOURTH    CLASS II
 AJ2498
 AJ2498.The horizontal coordinates were established by GPS observations
 AJ2498.and adjusted by the National Geodetic Survey in April 2001..
 AJ2498
 AJ2498.The orthometric height was determined by GPS observations and a
 AJ2498.high-resolution geoid model.
 AJ2498
 AJ2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2498
 AJ2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2498
 AJ2498.The ellipsoidal height was determined by GPS observations
 AJ2498.and is referenced to NAD 83.
 AJ2498
 AJ2498.The geoid height was determined by GEOID03.
 AJ2498
 AJ2498;                    North         East     Units Scale Factor Converg.
 AJ2498;SPC ND N     -   111,944.604   856,183.424   MT  0.99993837   +2 33 12.1
 AJ2498;SPC ND N     -   367,272.32  2,809,000.73   iFT  0.99993837   +2 33 12.1
 AJ2498;UTM  14      - 5,313,161.629   644,189.339   MT  0.99985547   +1 26 04.2
 AJ2498
 AJ2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2498!SPC ND N     -   0.99996461  x   0.99993837  =   0.99990298
 AJ2498!UTM  14      -   0.99996461  x   0.99985547  =   0.99982008
 AJ2498
 AJ2498                          SUPERSEDED SURVEY CONTROL
 AJ2498
 AJ2498  ELLIP H (04/16/01)  225.82   (m)                       GP(       ) 1 1
 AJ2498
 AJ2498.Superseded values are not recommended for survey control.
 AJ2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2498.See file dsdata.txt to determine how the superseded data were derived.
 AJ2498
 AJ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4418913162(NAD 83)
 AJ2498_MARKER: I = METAL ROD
 AJ2498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2498_STAMPING: GF-1 2000
 AJ2498_MARK LOGO: NGS   
 AJ2498_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2498+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2498_ROD/PIPE-DEPTH:  3.7 meters
 AJ2498_SLEEVE-DEPTH  :  1.2 meters
 AJ2498
 AJ2498  HISTORY     - Date     Condition        Report By
 AJ2498  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2498
 AJ2498                          STATION DESCRIPTION
 AJ2498
 AJ2498'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2498'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2498'THE MARK IS LOCATED IN GRAND FORKS, ND IN THE NE 1/4 OF SECTION 29,
 AJ2498'T152N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF GATEWAY
 AJ2498'DRIVE (U.S. HIGHWAY 2) AND NORTH WASHINGTION STREET (U.S. HIGHWAY
 AJ2498'81), GO NW ON U.S. HIGHWAY 81 1.5 MI (2.4KM) TO THE JUNCTION OF U.S.
 AJ2498'HIGHWAY 81 AND MILL ROAD.  THE MARK IS NE OF THE JUNCTION.  THE
 AJ2498'MARK IS 166 FT  (50.6 M) EAST OF CENTERLINE OF U.S. HIGHWAY 81, 218 FT
 AJ2498'(66.4M) NORTH OF CENTERLINE OF MILL ROAD, AND 1 FT (0.3 M) WEST OF A
 AJ2498'CARSONITE WITNESS POST.  THE MARK IS A PUNCH MARK ON THE TOP OF A
 AJ2498'DRIVEN 9/16-INCH DIAMETER BY 12 FT (3.65 M) LONG STAINLESS STEEL ROD
 AJ2498'WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE.  ACCESS TO THE DATUM
 AJ2498'POINT IS THROUGH A 5 INCH DIAMETER LOGO CAP THAT IS RECESSED 1 INCH
 AJ2498'BELOW GROUND, STAMPED---GF-1 2000---, SET ON TOP OF A 5 INCH DIAMETER
 AJ2498'BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN
 AJ2498'CONCRETE. A 5/8-INCH BY 20 INCH REBAR WAS PLACED IN THE SILICA SAND
 AJ2498'MAKING THE MARK MAGNETIC.  DESCRIBED BY BRIAN S. HOFFART.
 AJ2498' 
 AJ2498' 
 AJ2498' 
 AJ2498'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2499 ***********************************************************************
 AJ2499  DESIGNATION -  GF 2
 AJ2499  PID         -  AJ2499
 AJ2499  STATE/COUNTY-  ND/GRAND FORKS
 AJ2499  USGS QUAD   -  GRAND FORKS (1994)
 AJ2499
 AJ2499                         *CURRENT SURVEY CONTROL
 AJ2499  ___________________________________________________________________
 AJ2499* NAD 83(1996)-  47 55 59.57441(N)    097 06 34.56670(W)     ADJUSTED  
 AJ2499* NAVD 88     -       255.6    (meters)     839.     (feet)  GPS OBS   
 AJ2499  ___________________________________________________________________
 AJ2499  X           -    -529,897.694 (meters)                     COMP
 AJ2499  Y           -  -4,248,467.958 (meters)                     COMP
 AJ2499  Z           -   4,712,074.145 (meters)                     COMP
 AJ2499  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ2499  ELLIP HEIGHT-         228.80  (meters)          (04/10/03) GPS OBS
 AJ2499  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AJ2499
 AJ2499  HORZ ORDER  -  SECOND
 AJ2499  ELLP ORDER  -  FOURTH    CLASS II
 AJ2499
 AJ2499.The horizontal coordinates were established by GPS observations
 AJ2499.and adjusted by the National Geodetic Survey in April 2001..
 AJ2499
 AJ2499.The orthometric height was determined by GPS observations and a
 AJ2499.high-resolution geoid model.
 AJ2499
 AJ2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2499
 AJ2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2499
 AJ2499.The ellipsoidal height was determined by GPS observations
 AJ2499.and is referenced to NAD 83.
 AJ2499
 AJ2499.The geoid height was determined by GEOID03.
 AJ2499
 AJ2499;                    North         East     Units Scale Factor Converg.
 AJ2499;SPC ND N     -   109,331.606   853,238.810   MT  0.99993932   +2 31 22.5
 AJ2499;SPC ND N     -   358,699.49  2,799,339.93   iFT  0.99993932   +2 31 22.5
 AJ2499;UTM  14      - 5,310,606.866   641,194.518   MT  0.99984497   +1 24 12.9
 AJ2499
 AJ2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2499!SPC ND N     -   0.99996414  x   0.99993932  =   0.99990346
 AJ2499!UTM  14      -   0.99996414  x   0.99984497  =   0.99980912
 AJ2499
 AJ2499                          SUPERSEDED SURVEY CONTROL
 AJ2499
 AJ2499  ELLIP H (04/16/01)  228.80   (m)                       GP(       ) 1 1
 AJ2499
 AJ2499.Superseded values are not recommended for survey control.
 AJ2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2499.See file dsdata.txt to determine how the superseded data were derived.
 AJ2499
 AJ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4119510607(NAD 83)
 AJ2499_MARKER: I = METAL ROD
 AJ2499_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2499_STAMPING: GF-2 2000
 AJ2499_MARK LOGO: NGS   
 AJ2499_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2499+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2499_ROD/PIPE-DEPTH:  3.7 meters
 AJ2499_SLEEVE-DEPTH  :  1.2 meters
 AJ2499
 AJ2499  HISTORY     - Date     Condition        Report By
 AJ2499  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2499
 AJ2499                          STATION DESCRIPTION
 AJ2499
 AJ2499'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2499'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2499'THE MARK IS LOCATED IN GRAND FORKS, ND IN THE SW 1/4 OF SECTION 31,
 AJ2499'T152N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE 29
 AJ2499'AND GATEWAY DRIVE (U.S. HIGHWAY 2), GO WEST ON GATEWAY DRIVE 0.75
 AJ2499'MI (1.2 KM) TO  55TH STREET NORTH.  THE MARK IS NE OF THE JUNCTION.
 AJ2499'THE MARK IS 38.3 FT  (11.7 M) NORTH OF CENTERINE OF GATEWAY DRIVE
 AJ2499'WEST BOUND LANE, 43.9 FT  (13.4 M) EAST OF CENTERLINE OF 55TH STREET
 AJ2499'NORTH, 42.6 FT  (13.0 M) SOUTH OF CENTERLINE OF THE FRONTAGE ROAD,
 AJ2499'AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.  THE MARK IS A
 AJ2499'PUNCH MARK ON THE TOP OF A DRIVEN 9/16-INCH DIAMETER BY 12 FT (3.65
 AJ2499'M) LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER
 AJ2499'SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH DIAMETER
 AJ2499'LOGO CAP THAT IS RECESSED 1 INCH BELOW GROUND, STAMPED---GF-2
 AJ2499'2000---, SET ON TOP OF A 5 INCH DIAMETER BY 24 INCH LONG PVC PLASTIC
 AJ2499'PIPE FILLED WITH SILICA SAND AND SET IN CONCRETE. A 5/8-INCH BY 20
 AJ2499'INCH
 AJ2499'REBAR WAS PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC.
 AJ2499'DESCRIBED BY BRIAN S. HOFFART.
 AJ2499' 
 AJ2499' 
 AJ2499'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2500 ***********************************************************************
 AJ2500  DESIGNATION -  GF 3
 AJ2500  PID         -  AJ2500
 AJ2500  STATE/COUNTY-  ND/GRAND FORKS
 AJ2500  USGS QUAD   -  GRAND FORKS (1994)
 AJ2500
 AJ2500                         *CURRENT SURVEY CONTROL
 AJ2500  ___________________________________________________________________
 AJ2500* NAD 83(1996)-  47 55 29.61243(N)    097 03 34.49433(W)     ADJUSTED  
 AJ2500* NAVD 88     -       253.2    (meters)     831.     (feet)  GPS OBS   
 AJ2500  ___________________________________________________________________
 AJ2500  X           -    -526,272.748 (meters)                     COMP
 AJ2500  Y           -  -4,249,609.127 (meters)                     COMP
 AJ2500  Z           -   4,711,452.299 (meters)                     COMP
 AJ2500  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AJ2500  ELLIP HEIGHT-         226.43  (meters)          (04/10/03) GPS OBS
 AJ2500  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AJ2500
 AJ2500  HORZ ORDER  -  SECOND
 AJ2500  ELLP ORDER  -  FOURTH    CLASS II
 AJ2500
 AJ2500.The horizontal coordinates were established by GPS observations
 AJ2500.and adjusted by the National Geodetic Survey in April 2001..
 AJ2500
 AJ2500.The orthometric height was determined by GPS observations and a
 AJ2500.high-resolution geoid model.
 AJ2500
 AJ2500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2500
 AJ2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2500
 AJ2500.The ellipsoidal height was determined by GPS observations
 AJ2500.and is referenced to NAD 83.
 AJ2500
 AJ2500.The geoid height was determined by GEOID03.
 AJ2500
 AJ2500;                    North         East     Units Scale Factor Converg.
 AJ2500;SPC ND N     -   108,572.912   857,013.823   MT  0.99993972   +2 33 36.5
 AJ2500;SPC ND N     -   356,210.34  2,811,725.14   iFT  0.99993972   +2 33 36.5
 AJ2500;UTM  14      - 5,309,774.639   644,953.657   MT  0.99985819   +1 26 26.0
 AJ2500
 AJ2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2500!SPC ND N     -   0.99996451  x   0.99993972  =   0.99990423
 AJ2500!UTM  14      -   0.99996451  x   0.99985819  =   0.99982271
 AJ2500
 AJ2500                          SUPERSEDED SURVEY CONTROL
 AJ2500
 AJ2500  ELLIP H (04/16/01)  226.43   (m)                       GP(       ) 1 1
 AJ2500
 AJ2500.Superseded values are not recommended for survey control.
 AJ2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2500.See file dsdata.txt to determine how the superseded data were derived.
 AJ2500
 AJ2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4495409775(NAD 83)
 AJ2500_MARKER: I = METAL ROD
 AJ2500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2500_STAMPING: GF-3 2000
 AJ2500_MARK LOGO: NGS   
 AJ2500_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2500+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2500_ROD/PIPE-DEPTH:  3.7 meters
 AJ2500_SLEEVE-DEPTH  :  1.2 meters
 AJ2500
 AJ2500  HISTORY     - Date     Condition        Report By
 AJ2500  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2500
 AJ2500                          STATION DESCRIPTION
 AJ2500
 AJ2500'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2500'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2500'THE MARK IS LOCATED IN THE CITY OF GRAND FORKS, ND IN THE SW 1/4 OF
 AJ2500'SECTION 04, T151N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF
 AJ2500'GATEWAY DRIVE (U.S. HIGHWAY 2) AND 20TH STREET NORTH GO SOUTH ON
 AJ2500'20TH STREET 0.5 MI (.8 KM) TO 6TH AVENUE SOUTH.  THE MARK IS  1061 FT
 AJ2500'(323.4 M) WEST OF CENTERLINE OF 20TH STREET NORTH, 284 FT  (86.5 M)
 AJ2500'SOUTH OF CENTERLINE OF 6TH AVENUE NORTH, 220 FT  (67.1 M) NORTH OF
 AJ2500'CENTERINE OF 5TH AVENUE NORTH, AND 4.7 FT (1.4 M) WEST OF EDGE OF A
 AJ2500'SIDEWALK, AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.  THE
 AJ2500'MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN 9/16-INCH DIAMETER BY
 AJ2500'12 FT (3.65 M) LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC
 AJ2500'STABILIZER SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH
 AJ2500'DIAMETER LOGO CAP THAT IS RECESSED 1 INCH BELOW GROUND,
 AJ2500'STAMPED---GF-3 2000---, SET ON TOP OF A 5 INCH DIAMETER BY 24 INCH
 AJ2500'LONG
 AJ2500'PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN CONCRETE. A
 AJ2500'5/8-INCH BY 20 INCH REBAR WAS PLACED IN THE SILICA SAND MAKING THE
 AJ2500'MARK MAGNETIC.  DESCRIBED BY BRIAN S. HOFFART.
 AJ2500' 
 AJ2500' 
 AJ2500'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2501 ***********************************************************************
 AJ2501  DESIGNATION -  GF 4
 AJ2501  PID         -  AJ2501
 AJ2501  STATE/COUNTY-  ND/GRAND FORKS
 AJ2501  USGS QUAD   -  GRAND FORKS (1994)
 AJ2501
 AJ2501                         *CURRENT SURVEY CONTROL
 AJ2501  ___________________________________________________________________
 AJ2501* NAD 83(1996)-  47 55 05.85838(N)    097 06 39.76541(W)     ADJUSTED  
 AJ2501* NAVD 88     -       256.0    (meters)     840.     (feet)  GPS OBS   
 AJ2501  ___________________________________________________________________
 AJ2501  X           -    -530,157.265 (meters)                     COMP
 AJ2501  Y           -  -4,249,676.962 (meters)                     COMP
 AJ2501  Z           -   4,710,962.720 (meters)                     COMP
 AJ2501  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ2501  ELLIP HEIGHT-         229.26  (meters)          (04/10/03) GPS OBS
 AJ2501  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AJ2501
 AJ2501  HORZ ORDER  -  SECOND
 AJ2501  ELLP ORDER  -  FOURTH    CLASS II
 AJ2501
 AJ2501.The horizontal coordinates were established by GPS observations
 AJ2501.and adjusted by the National Geodetic Survey in April 2001..
 AJ2501
 AJ2501.The orthometric height was determined by GPS observations and a
 AJ2501.high-resolution geoid model.
 AJ2501
 AJ2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2501
 AJ2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2501
 AJ2501.The ellipsoidal height was determined by GPS observations
 AJ2501.and is referenced to NAD 83.
 AJ2501
 AJ2501.The geoid height was determined by GEOID03.
 AJ2501
 AJ2501;                    North         East     Units Scale Factor Converg.
 AJ2501;SPC ND N     -   107,669.502   853,204.011   MT  0.99994004   +2 31 18.6
 AJ2501;SPC ND N     -   353,246.40  2,799,225.76   iFT  0.99994004   +2 31 18.6
 AJ2501;UTM  14      - 5,308,945.916   641,127.259   MT  0.99984474   +1 24 07.9
 AJ2501
 AJ2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2501!SPC ND N     -   0.99996407  x   0.99994004  =   0.99990411
 AJ2501!UTM  14      -   0.99996407  x   0.99984474  =   0.99980881
 AJ2501
 AJ2501                          SUPERSEDED SURVEY CONTROL
 AJ2501
 AJ2501  ELLIP H (04/16/01)  229.26   (m)                       GP(       ) 1 1
 AJ2501
 AJ2501.Superseded values are not recommended for survey control.
 AJ2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2501.See file dsdata.txt to determine how the superseded data were derived.
 AJ2501
 AJ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4112708946(NAD 83)
 AJ2501_MARKER: I = METAL ROD
 AJ2501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2501_STAMPING: GF-4 2000
 AJ2501_MARK LOGO: NGS   
 AJ2501_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2501+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2501_ROD/PIPE-DEPTH:  3.7 meters
 AJ2501_SLEEVE-DEPTH  :  1.2 meters
 AJ2501
 AJ2501  HISTORY     - Date     Condition        Report By
 AJ2501  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2501
 AJ2501                          STATION DESCRIPTION
 AJ2501
 AJ2501'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2501'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2501'THE MARK IS LOCATED IN GRAND FORKS, ND IN THE SE 1/4 OF SECTION 01,
 AJ2501'T151N, R51W.  TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE 29
 AJ2501'AND DEMERS AVENUE (COUNTY RD 4) GO WEST ON DEMERS AVENUE 0.75 MI
 AJ2501'(1.2 KM) TO  55TH STREET NORTH.  THE MARK IS WEST OF THE JUNCTION.
 AJ2501'THE MARK IS 310 FT  (94.5 M) WEST OF CENTERINE OF 55TH STREET NORTH,
 AJ2501'33 FT  (10.1 M) NORTH OF CENTERLINE OF DEMERS AVENUE, AND 1 FT (0.3 M)
 AJ2501'SOUTH OF A CARSONITE WITNESS POST.  THE MARK IS A PUNCH MARK ON
 AJ2501'THE TOP OF A DRIVEN 9/16 INCH DIAMETER BY 12 FT (3.65 M) LONG
 AJ2501'STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE.
 AJ2501'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH DIAMETER LOGO CAP
 AJ2501'THAT IS RECESSED 1 INCH BELOW GROUND, STAMPED---GF-4 2000---, SET ON
 AJ2501'TOP OF A 5 INCH DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH
 AJ2501'SILICA SAND AND SET IN CONCRETE. A 5/8-INCH BY 20 INCH REBAR WAS
 AJ2501'PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC.  DESCRIBED BY
 AJ2501'BRIAN S. HOFFART.
 AJ2501' 
 AJ2501' 
 AJ2501' 
 AJ2501'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2502 ***********************************************************************
 AJ2502  DESIGNATION -  GF 5
 AJ2502  PID         -  AJ2502
 AJ2502  STATE/COUNTY-  ND/GRAND FORKS
 AJ2502  USGS QUAD   -  GRAND FORKS (1994)
 AJ2502
 AJ2502                         *CURRENT SURVEY CONTROL
 AJ2502  ___________________________________________________________________
 AJ2502* NAD 83(1996)-  47 54 56.50883(N)    097 02 24.05396(W)     ADJUSTED  
 AJ2502* NAVD 88     -       254.2    (meters)     834.     (feet)  GPS OBS   
 AJ2502  ___________________________________________________________________
 AJ2502  X           -    -524,914.542 (meters)                     COMP
 AJ2502  Y           -  -4,250,542.376 (meters)                     COMP
 AJ2502  Z           -   4,710,767.754 (meters)                     COMP
 AJ2502  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AJ2502  ELLIP HEIGHT-         227.34  (meters)          (04/10/03) GPS OBS
 AJ2502  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AJ2502
 AJ2502  HORZ ORDER  -  SECOND
 AJ2502  ELLP ORDER  -  FOURTH    CLASS II
 AJ2502
 AJ2502.The horizontal coordinates were established by GPS observations
 AJ2502.and adjusted by the National Geodetic Survey in April 2001..
 AJ2502
 AJ2502.The orthometric height was determined by GPS observations and a
 AJ2502.high-resolution geoid model.
 AJ2502
 AJ2502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2502
 AJ2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2502
 AJ2502.The ellipsoidal height was determined by GPS observations
 AJ2502.and is referenced to NAD 83.
 AJ2502
 AJ2502.The geoid height was determined by GEOID03.
 AJ2502
 AJ2502;                    North         East     Units Scale Factor Converg.
 AJ2502;SPC ND N     -   107,617.075   858,520.489   MT  0.99994018   +2 34 28.9
 AJ2502;SPC ND N     -   353,074.39  2,816,668.27   iFT  0.99994018   +2 34 28.9
 AJ2502;UTM  14      - 5,308,789.620   646,441.240   MT  0.99986352   +1 27 17.6
 AJ2502
 AJ2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2502!SPC ND N     -   0.99996437  x   0.99994018  =   0.99990455
 AJ2502!UTM  14      -   0.99996437  x   0.99986352  =   0.99982789
 AJ2502
 AJ2502                          SUPERSEDED SURVEY CONTROL
 AJ2502
 AJ2502  ELLIP H (04/16/01)  227.34   (m)                       GP(       ) 1 1
 AJ2502
 AJ2502.Superseded values are not recommended for survey control.
 AJ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2502.See file dsdata.txt to determine how the superseded data were derived.
 AJ2502
 AJ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4644108790(NAD 83)
 AJ2502_MARKER: I = METAL ROD
 AJ2502_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2502_STAMPING: GF-5 2000
 AJ2502_MARK LOGO: NGS   
 AJ2502_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2502+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2502_ROD/PIPE-DEPTH:  3.7 meters
 AJ2502_SLEEVE-DEPTH  :  1.2 meters
 AJ2502
 AJ2502  HISTORY     - Date     Condition        Report By
 AJ2502  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2502
 AJ2502                          STATION DESCRIPTION
 AJ2502
 AJ2502'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2502'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2502'THE MARK IS LOCATED IN THE CITY OF GRAND FORKS, ND IN THE NW 1/4 OF
 AJ2502'SECTION 10, T151N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF
 AJ2502'SOUTH WASHINGTON STREET (U.S. HIGHWAY 81) AND 7TH AVENUE SOUTH
 AJ2502'GO APPROXIMATELY 0.2 MI (0.3 KM) EAST ON 7TH AVENUE SOUTH TO 10TH
 AJ2502'STREET SOUTH.  THE MARK IS NE OF THE JUNCTION. THE MARK IS 136 FT
 AJ2502'(41.5 M) NORTH OF CENTERLINE OF 7TH AVENUE SOUTH, 78 FT (23.8 M) EAST
 AJ2502'OF 10TH STREET SOUTH, 65.7 FT (20.0M) WEST OF NW CORNER OF WOODEN
 AJ2502'GARAGE, AND 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.  THE
 AJ2502'MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN 9/16 INCH DIAMETER BY
 AJ2502'12 FT (3.65 M) LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC
 AJ2502'STABILIZER SLEEVE.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH
 AJ2502'DIAMETER LOGO CAP THAT IS RECESSED 1 INCH BELOW GROUND,
 AJ2502'STAMPED---GF-5 2000---, SET ON TOP OF A 5 INCH DIAMETER BY 24 INCH
 AJ2502'LONG
 AJ2502'PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN CONCRETE. A
 AJ2502'5/8-INCH BY 20 INCH REBAR WAS PLACED IN THE SILICA SAND MAKING THE
 AJ2502'MARK MAGNETIC.  DESCRIBED BY BRIAN S. HOFFART.
 AJ2502' 
 AJ2502' 
 AJ2502' 
 AJ2502'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2503 ***********************************************************************
 AJ2503  DESIGNATION -  GF 6
 AJ2503  PID         -  AJ2503
 AJ2503  STATE/COUNTY-  ND/GRAND FORKS
 AJ2503  USGS QUAD   -  GRAND FORKS (1994)
 AJ2503
 AJ2503                         *CURRENT SURVEY CONTROL
 AJ2503  ___________________________________________________________________
 AJ2503* NAD 83(1996)-  47 54 44.66672(N)    097 03 32.26523(W)     ADJUSTED  
 AJ2503* NAVD 88     -       253.8    (meters)     833.     (feet)  GPS OBS   
 AJ2503  ___________________________________________________________________
 AJ2503  X           -    -526,353.487 (meters)                     COMP
 AJ2503  Y           -  -4,250,637.708 (meters)                     COMP
 AJ2503  Z           -   4,710,522.335 (meters)                     COMP
 AJ2503  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AJ2503  ELLIP HEIGHT-         226.98  (meters)          (04/10/03) GPS OBS
 AJ2503  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AJ2503
 AJ2503  HORZ ORDER  -  SECOND
 AJ2503  ELLP ORDER  -  FOURTH    CLASS II
 AJ2503
 AJ2503.The horizontal coordinates were established by GPS observations
 AJ2503.and adjusted by the National Geodetic Survey in April 2001..
 AJ2503
 AJ2503.The orthometric height was determined by GPS observations and a
 AJ2503.high-resolution geoid model.
 AJ2503
 AJ2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2503
 AJ2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2503
 AJ2503.The ellipsoidal height was determined by GPS observations
 AJ2503.and is referenced to NAD 83.
 AJ2503
 AJ2503.The geoid height was determined by GEOID03.
 AJ2503
 AJ2503;                    North         East     Units Scale Factor Converg.
 AJ2503;SPC ND N     -   107,188.266   857,122.063   MT  0.99994035   +2 33 38.1
 AJ2503;SPC ND N     -   351,667.54  2,812,080.26   iFT  0.99994035   +2 33 38.1
 AJ2503;UTM  14      - 5,308,388.255   645,034.812   MT  0.99985848   +1 26 26.6
 AJ2503
 AJ2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2503!SPC ND N     -   0.99996443  x   0.99994035  =   0.99990478
 AJ2503!UTM  14      -   0.99996443  x   0.99985848  =   0.99982291
 AJ2503
 AJ2503                          SUPERSEDED SURVEY CONTROL
 AJ2503
 AJ2503  ELLIP H (04/16/01)  226.98   (m)                       GP(       ) 1 1
 AJ2503
 AJ2503.Superseded values are not recommended for survey control.
 AJ2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2503.See file dsdata.txt to determine how the superseded data were derived.
 AJ2503
 AJ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4503508388(NAD 83)
 AJ2503_MARKER: I = METAL ROD
 AJ2503_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2503_STAMPING: GF-6 2000
 AJ2503_MARK LOGO: NGS   
 AJ2503_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2503+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2503_ROD/PIPE-DEPTH:  3.7 meters
 AJ2503_SLEEVE-DEPTH  :  1.2 meters
 AJ2503
 AJ2503  HISTORY     - Date     Condition        Report By
 AJ2503  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2503
 AJ2503                          STATION DESCRIPTION
 AJ2503
 AJ2503'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2503'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2503'THE MARK IS LOCATED IN THE CITY OF GRAND FORKS, ND IN THE NW 1/4 OF
 AJ2503'SECTION 09, T151N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF
 AJ2503'DEMERS AVENUE AND 20TH STREET SOUTH GO APPROXIMATELY 0.35 MI (0.6
 AJ2503'KM) SOUTH TO 11TH AVENUE SOUTH.  THE MARK IS APPROXIMATELY 835
 AJ2503'FEET (254.5 M) WEST OF CENTERLINE OF 20TH STREET SOUTH, 428 FT (130.5
 AJ2503'M) NORTH OF CENTERLINE OF 11TH AVENUE SOUTH, AND 0.9 FT (0.27 M) NW
 AJ2503'OF A CARSONITE WITNESS POST.  THE MARK IS A PUNCH MARK ON THE TOP
 AJ2503'OF A DRIVEN 9/16-INCH DIAMETER BY 12 FT (3.65 M) LONG STAINLESS STEEL
 AJ2503'ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE.  ACCESS TO THE
 AJ2503'DATUM POINT IS THROUGH A 5 INCH DIAMETER LOGO CAP THAT IS
 AJ2503'RECESSED 1 INCH BELOW GROUND, STAMPED---GF-6 2000---, SET ON TOP OF A
 AJ2503'5 INCH DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA
 AJ2503'SAND AND SET IN CONCRETE. A 5/8-INCH BY 20 INCH REBAR WAS PLACED IN
 AJ2503'THE SILICA SAND MAKING THE MARK MAGNETIC.  DESCRIBED BY BRIAN S.
 AJ2503'HOFFART.
 AJ2503' 
 AJ2503' 
 AJ2503'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2504 ***********************************************************************
 AJ2504  DESIGNATION -  GF 7
 AJ2504  PID         -  AJ2504
 AJ2504  STATE/COUNTY-  ND/GRAND FORKS
 AJ2504  USGS QUAD   -  GRAND FORKS (1994)
 AJ2504
 AJ2504                         *CURRENT SURVEY CONTROL
 AJ2504  ___________________________________________________________________
 AJ2504* NAD 83(1996)-  47 53 22.00780(N)    097 05 48.24510(W)     ADJUSTED  
 AJ2504* NAVD 88     -       255.2    (meters)     837.     (feet)  GPS OBS   
 AJ2504  ___________________________________________________________________
 AJ2504  X           -    -529,389.755 (meters)                     COMP
 AJ2504  Y           -  -4,252,170.560 (meters)                     COMP
 AJ2504  Z           -   4,708,811.775 (meters)                     COMP
 AJ2504  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AJ2504  ELLIP HEIGHT-         228.40  (meters)          (04/10/03) GPS OBS
 AJ2504  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AJ2504
 AJ2504  HORZ ORDER  -  SECOND
 AJ2504  ELLP ORDER  -  FOURTH    CLASS II
 AJ2504
 AJ2504.The horizontal coordinates were established by GPS observations
 AJ2504.and adjusted by the National Geodetic Survey in April 2001..
 AJ2504
 AJ2504.The orthometric height was determined by GPS observations and a
 AJ2504.high-resolution geoid model.
 AJ2504
 AJ2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2504
 AJ2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2504
 AJ2504.The ellipsoidal height was determined by GPS observations
 AJ2504.and is referenced to NAD 83.
 AJ2504
 AJ2504.The geoid height was determined by GEOID03.
 AJ2504
 AJ2504;                    North         East     Units Scale Factor Converg.
 AJ2504;SPC ND N     -   104,512.490   854,414.287   MT  0.99994162   +2 31 56.9
 AJ2504;SPC ND N     -   342,888.75  2,803,196.48   iFT  0.99994162   +2 31 56.9
 AJ2504;UTM  14      - 5,305,766.151   642,275.489   MT  0.99984874   +1 24 43.8
 AJ2504
 AJ2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2504!SPC ND N     -   0.99996420  x   0.99994162  =   0.99990583
 AJ2504!UTM  14      -   0.99996420  x   0.99984874  =   0.99981295
 AJ2504
 AJ2504                          SUPERSEDED SURVEY CONTROL
 AJ2504
 AJ2504  ELLIP H (04/16/01)  228.40   (m)                       GP(       ) 1 1
 AJ2504
 AJ2504.Superseded values are not recommended for survey control.
 AJ2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2504.See file dsdata.txt to determine how the superseded data were derived.
 AJ2504
 AJ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4227505766(NAD 83)
 AJ2504_MARKER: I = METAL ROD
 AJ2504_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2504_STAMPING: GF-7 2000
 AJ2504_MARK LOGO: NGS   
 AJ2504_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2504+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2504_ROD/PIPE-DEPTH:  3.7 meters
 AJ2504_SLEEVE-DEPTH  :  1.2 meters
 AJ2504
 AJ2504  HISTORY     - Date     Condition        Report By
 AJ2504  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2504
 AJ2504                          STATION DESCRIPTION
 AJ2504
 AJ2504'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2504'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2504'THE MARK IS LOCATED IN GRAND FORKS, ND IN THE NE 1/4 OF SECTION 19,
 AJ2504'T151N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE 29
 AJ2504'AND 32ND AVENUE (COUNTY RD 32) GO WEST ON 32ND 0.4 MI (0.6 KM).   THE
 AJ2504'MARK IS IN THE CENTER MEDIAN NORTH OF THE GRAND FORKS GROCERY
 AJ2504'OFFICE ENTRANCE.  THE MARK IS 24.6 FT (7.5 M) TO THE CENTERLINE OF
 AJ2504'BOTH EAST AND WEST BOUND LANES OF 32ND AVENUE SOUTH.  THE MARK
 AJ2504'IS 1 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.  THE MARK IS A PUNCH
 AJ2504'MARK ON THE TOP OF A DRIVEN 9/16 INCH DIAMETER BY 12 FT (3.65 M) LONG
 AJ2504'STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE.
 AJ2504'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH DIAMETER LOGO CAP
 AJ2504'THAT IS RECESSED 1 INCH BELOW GROUND, STAMPED---GF-7 2000---, SET ON
 AJ2504'TOP OF A 5 INCH DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH
 AJ2504'SILICA SAND AND SET IN CONCRETE. A 5/8-INCH BY 20 INCH REBAR WAS
 AJ2504'PLACED IN THE SILICA SAND MAKING THE MARK MAGNETIC.  DESCRIBED BY
 AJ2504'BRIAN S. HOFFART.
 AJ2504' 
 AJ2504' 
 AJ2504' 
 AJ2504'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2505 ***********************************************************************
 AJ2505  DESIGNATION -  GF 8
 AJ2505  PID         -  AJ2505
 AJ2505  STATE/COUNTY-  ND/GRAND FORKS
 AJ2505  USGS QUAD   -  GRAND FORKS (1994)
 AJ2505
 AJ2505                         *CURRENT SURVEY CONTROL
 AJ2505  ___________________________________________________________________
 AJ2505* NAD 83(1996)-  47 52 32.12234(N)    097 02 04.75282(W)     ADJUSTED  
 AJ2505* NAVD 88     -       254.4    (meters)     835.     (feet)  GPS OBS   
 AJ2505  ___________________________________________________________________
 AJ2505  X           -    -524,922.034 (meters)                     COMP
 AJ2505  Y           -  -4,253,875.437 (meters)                     COMP
 AJ2505  Z           -   4,707,777.827 (meters)                     COMP
 AJ2505  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AJ2505  ELLIP HEIGHT-         227.58  (meters)          (04/10/03) GPS OBS
 AJ2505  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AJ2505
 AJ2505  HORZ ORDER  -  SECOND
 AJ2505  ELLP ORDER  -  FOURTH    CLASS II
 AJ2505
 AJ2505.The horizontal coordinates were established by GPS observations
 AJ2505.and adjusted by the National Geodetic Survey in April 2001..
 AJ2505
 AJ2505.The orthometric height was determined by GPS observations and a
 AJ2505.high-resolution geoid model.
 AJ2505
 AJ2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2505
 AJ2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2505
 AJ2505.The ellipsoidal height was determined by GPS observations
 AJ2505.and is referenced to NAD 83.
 AJ2505
 AJ2505.The geoid height was determined by GEOID03.
 AJ2505
 AJ2505;                    North         East     Units Scale Factor Converg.
 AJ2505;SPC ND N     -   103,180.399   859,121.435   MT  0.99994247   +2 34 43.2
 AJ2505;SPC ND N     -   338,518.37  2,818,639.88   iFT  0.99994247   +2 34 43.2
 AJ2505;UTM  14      - 5,304,342.384   646,955.289   MT  0.99986537   +1 27 28.6
 AJ2505
 AJ2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2505!SPC ND N     -   0.99996433  x   0.99994247  =   0.99990680
 AJ2505!UTM  14      -   0.99996433  x   0.99986537  =   0.99982971
 AJ2505
 AJ2505                          SUPERSEDED SURVEY CONTROL
 AJ2505
 AJ2505  ELLIP H (04/16/01)  227.58   (m)                       GP(       ) 1 1
 AJ2505
 AJ2505.Superseded values are not recommended for survey control.
 AJ2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2505.See file dsdata.txt to determine how the superseded data were derived.
 AJ2505
 AJ2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4695504342(NAD 83)
 AJ2505_MARKER: I = METAL ROD
 AJ2505_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2505_STAMPING: GF-8 2000
 AJ2505_MARK LOGO: NGS   
 AJ2505_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2505+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2505_ROD/PIPE-DEPTH:  3.7 meters
 AJ2505_SLEEVE-DEPTH  :  1.2 meters
 AJ2505
 AJ2505  HISTORY     - Date     Condition        Report By
 AJ2505  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2505
 AJ2505                          STATION DESCRIPTION
 AJ2505
 AJ2505'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2505'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2505'THE MARK IS LOCATED IN THE CITY OF GRAND FORKS, ND IN THE SW 1/4 OF
 AJ2505'SECTION 22, T151N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF
 AJ2505'SOUTH WASHINGTON STREET (U.S. HIGHWAY 81) AND 47TH AVENUE SOUTH
 AJ2505'GO EAST 0.4 MI (0.6 KM) TO CHERRY STREET.  THE MARK IS 239 FT (72.8 M)
 AJ2505'NORTH OF CENTERLINE OF 47TH AVENUE SOUTH, 722 FT (220.1 M) EAST OF
 AJ2505'CENTERLINE OF CHERRY STREET SOUTH, 165 FT (50.3 M) NE OF NE CORNER
 AJ2505'OF BRICK SANITARY LIFT STATION, AND 1.3 FT (0.4 M) WEST OF A CARSONITE
 AJ2505'WITNESS POST.  THE MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN 9/16
 AJ2505'INCH DIAMETER BY 12 FT (3.65 M) LONG STAINLESS STEEL ROD WITH A 3 FT
 AJ2505'(0.9 M) PLASTIC STABILIZER SLEEVE.  ACCESS TO THE DATUM POINT IS
 AJ2505'THROUGH A 5 INCH DIAMETER LOGO CAP THAT IS RECESSED 1 INCH BELOW
 AJ2505'GROUND, STAMPED---GF-8 2000---, SET ON TOP OF A 5 INCH DIAMETER BY 24
 AJ2505'INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN
 AJ2505'CONCRETE. A 5/8-INCH BY 20 INCH REBAR WAS PLACED IN THE SILICA SAND
 AJ2505'MAKING THE MARK MAGNETIC.  DESCRIBED BY BRIAN S. HOFFART.
 AJ2505' 
 AJ2505' 
 AJ2505'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ2506 ***********************************************************************
 AJ2506  DESIGNATION -  GF 9
 AJ2506  PID         -  AJ2506
 AJ2506  STATE/COUNTY-  ND/GRAND FORKS
 AJ2506  USGS QUAD   -  THOMPSON (1971)
 AJ2506
 AJ2506                         *CURRENT SURVEY CONTROL
 AJ2506  ___________________________________________________________________
 AJ2506* NAD 83(1996)-  47 52 17.37549(N)    097 03 58.89403(W)     ADJUSTED  
 AJ2506* NAVD 88     -       254.8    (meters)     836.     (feet)  GPS OBS   
 AJ2506  ___________________________________________________________________
 AJ2506  X           -    -527,317.519 (meters)                     COMP
 AJ2506  Y           -  -4,253,919.817 (meters)                     COMP
 AJ2506  Z           -   4,707,472.594 (meters)                     COMP
 AJ2506  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AJ2506  ELLIP HEIGHT-         227.97  (meters)          (04/10/03) GPS OBS
 AJ2506  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AJ2506
 AJ2506  HORZ ORDER  -  SECOND
 AJ2506  ELLP ORDER  -  FOURTH    CLASS II
 AJ2506
 AJ2506.The horizontal coordinates were established by GPS observations
 AJ2506.and adjusted by the National Geodetic Survey in April 2001..
 AJ2506
 AJ2506.The orthometric height was determined by GPS observations and a
 AJ2506.high-resolution geoid model.
 AJ2506
 AJ2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2506
 AJ2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2506
 AJ2506.The ellipsoidal height was determined by GPS observations
 AJ2506.and is referenced to NAD 83.
 AJ2506
 AJ2506.The geoid height was determined by GEOID03.
 AJ2506
 AJ2506;                    North         East     Units Scale Factor Converg.
 AJ2506;SPC ND N     -   102,619.200   856,772.508   MT  0.99994274   +2 33 18.3
 AJ2506;SPC ND N     -   336,677.17  2,810,933.43   iFT  0.99994274   +2 33 18.3
 AJ2506;UTM  14      - 5,303,827.279   644,596.027   MT  0.99985692   +1 26 03.5
 AJ2506
 AJ2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2506!SPC ND N     -   0.99996427  x   0.99994274  =   0.99990701
 AJ2506!UTM  14      -   0.99996427  x   0.99985692  =   0.99982120
 AJ2506
 AJ2506                          SUPERSEDED SURVEY CONTROL
 AJ2506
 AJ2506  ELLIP H (04/16/01)  227.96   (m)                       GP(       ) 1 1
 AJ2506
 AJ2506.Superseded values are not recommended for survey control.
 AJ2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2506.See file dsdata.txt to determine how the superseded data were derived.
 AJ2506
 AJ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4459603827(NAD 83)
 AJ2506_MARKER: I = METAL ROD
 AJ2506_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2506_STAMPING: GF-9 2000
 AJ2506_MARK LOGO: NGS   
 AJ2506_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2506+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2000
 AJ2506_ROD/PIPE-DEPTH:  3.7 meters
 AJ2506_SLEEVE-DEPTH  :  1.2 meters
 AJ2506
 AJ2506  HISTORY     - Date     Condition        Report By
 AJ2506  HISTORY     - 20001021 MONUMENTED       AEES
 AJ2506
 AJ2506                          STATION DESCRIPTION
 AJ2506
 AJ2506'DESCRIBED BY ADVANCED ENGINEERING AND ENVIORNMENT 2000 (BSH)
 AJ2506'DESCRIBED BY ADVANCED ENGINEERING 2000.
 AJ2506'THE MARK IS LOCATED IN THE CITY OF GRAND FORKS, ND IN THE NW 1/4 OF
 AJ2506'SECTION 28, T151N, R50W.  TO REACH THE MARK FROM THE JUNCTION OF
 AJ2506'32ND AVENUE SOUTH AND COLUMBIA ROAD SOUTH (COUNTY RD 17) GO
 AJ2506'SOUTH 1.0 MI (1.6 KM) ALONG COLUMBIA ROAD SOUTH TO 47TH STREET
 AJ2506'SOUTH.  THE MARK IS APPROXIMATELY 1247 FT (380.1 M) SOUTH OF
 AJ2506'CENTERLINE OF 47TH AVENUE SOUTH, 141 FT (43.0 M) EAST OF CENTERLINE
 AJ2506'OF COLUMBIA ROAD SOUTH, AND 1 FT (0.3 M) SOUTH OF A CARSONITE
 AJ2506'WITNESS POST. THE MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN 9/16
 AJ2506'INCH DIAMETER BY 12 FT (3.65 M) LONG STAINLESS STEEL ROD WITH A 3 FT
 AJ2506'(0.9 M) PLASTIC STABILIZER SLEEVE.  ACCESS TO THE DATUM POINT IS
 AJ2506'THROUGH A 5 INCH DIAMETER LOGO CAP THAT IS RECESSED 1 INCH BELOW
 AJ2506'GROUND, STAMPED---GF-9 2000---, SET ON TOP OF A 5 INCH DIAMETER BY 24
 AJ2506'INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN
 AJ2506'CONCRETE. A 5/8-INCH BY 20 INCH REBAR WAS PLACED IN THE SILICA SAND
 AJ2506'MAKING THE MARK MAGNETIC.  DESCRIBED BY BRIAN S. HOFFART.
 AJ2506' 
 AJ2506' 
 AJ2506' 
 AJ2506'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7109 ***********************************************************************
 AC7109  SACS        -  This is a Secondary Airport Control Station.
 AC7109  DESIGNATION -  GFK AP STA A2
 AC7109  PID         -  AC7109
 AC7109  STATE/COUNTY-  ND/GRAND FORKS
 AC7109  USGS QUAD   -  KELLY (1963)
 AC7109
 AC7109                         *CURRENT SURVEY CONTROL
 AC7109  ___________________________________________________________________
 AC7109* NAD 83(1996)-  47 57 33.27574(N)    097 10 54.62615(W)     ADJUSTED  
 AC7109* NAVD 88     -       255.74   (meters)     839.0    (feet)  GPS OBS   
 AC7109  ___________________________________________________________________
 AC7109  X           -    -534,985.113 (meters)                     COMP
 AC7109  Y           -  -4,245,664.519 (meters)                     COMP
 AC7109  Z           -   4,714,012.878 (meters)                     COMP
 AC7109  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AC7109  ELLIP HEIGHT-         229.00  (meters)          (06/09/03) GPS OBS
 AC7109  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AC7109
 AC7109  HORZ ORDER  -  FIRST
 AC7109  ELLP ORDER  -  FOURTH    CLASS II
 AC7109
 AC7109.This mark is at Grand Forks Airport (GFK)
 AC7109
 AC7109.The horizontal coordinates were established by GPS observations
 AC7109.and adjusted by the National Geodetic Survey in November 1998..
 AC7109
 AC7109.The orthometric height was determined by GPS observations and a
 AC7109.high-resolution geoid model.
 AC7109
 AC7109.GPS derived orthometric heights for airport stations designated as
 AC7109.PACS or SACS are published to 2 decimal places.  This maintains
 AC7109.centimeter relative accuracy between the PACS and SACS.  It does
 AC7109.not indicate centimeter accuracy relative to other marks which are
 AC7109.part of the NAVD 88 network.
 AC7109
 AC7109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7109
 AC7109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7109
 AC7109.The ellipsoidal height was determined by GPS observations
 AC7109.and is referenced to NAD 83.
 AC7109
 AC7109.The geoid height was determined by GEOID03.
 AC7109
 AC7109;                    North         East     Units Scale Factor Converg.
 AC7109;SPC ND N     -   111,987.732   847,721.791   MT  0.99993823   +2 28 09.0
 AC7109;SPC ND N     -   367,413.82  2,781,239.47   iFT  0.99993823   +2 28 09.0
 AC7109;UTM  14      - 5,313,369.941   635,730.985   MT  0.99982638   +1 21 01.8
 AC7109
 AC7109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7109!SPC ND N     -   0.99996411  x   0.99993823  =   0.99990234
 AC7109!UTM  14      -   0.99996411  x   0.99982638  =   0.99979050
 AC7109
 AC7109                          SUPERSEDED SURVEY CONTROL
 AC7109
 AC7109.No superseded survey control is available for this station.
 AC7109
 AC7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU3573113370(NAD 83)
 AC7109_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7109_STAMPING: AP 1971 STA A2 GFK
 AC7109_MARK LOGO: CGS   
 AC7109_PROJECTION: FLUSH
 AC7109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7109+STABILITY: SURFACE MOTION
 AC7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7109+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1998
 AC7109
 AC7109  HISTORY     - Date     Condition        Report By
 AC7109  HISTORY     - 1971     MONUMENTED       CGS
 AC7109  HISTORY     - 19950729 GOOD             NGS
 AC7109  HISTORY     - 19980903 GOOD             NGS
 AC7109
 AC7109                          STATION DESCRIPTION
 AC7109
 AC7109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7109'THIS STATION IS LOCATED IN THE NORTH SECTION OF THE GRAND FORKS
 AC7109'INTERNATIONAL AIRPORT, NEAR RUNWAY END 17R.  IT IS 188.7 FEET (57.5 M)
 AC7109'NORTHWEST OF THE 1ST RUNWAY LIGHT, 150.0 FEET (45.7 M) WEST OF THE
 AC7109'CENTERLINE END OF THE RUNWAY, 73.2 WEST OF THE WEST THRESHOLD LIGHT.
 AC7109'A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH CONCRETE POST
 AC7109'PROJECTING 1 INCH AND STAMPED AP 1971 STA A2 GFK.
 AC7109
 AC7109                          STATION RECOVERY (1998)
 AC7109
 AC7109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7109'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) WEST OF GRAND FORKS AT THE
 AC7109'GRAND FORKS INTERNATIONAL AIRPORT, ALONG THE WEST SIDE OF RUNWAY END
 AC7109'17R AND IN LINE WITH THE RUNWAY END.  OWNERSHIP--GRAND FORKS REGIONAL
 AC7109'AIRPORT AUTHORITY, GRAND FORKS INTERNATIONAL AIRPORT, 2787 AIRPORT
 AC7109'DRIVE, GRAND FORKS, ND 58203.  DIRECTOR OF OPERATIONS IS STEPHEN E.
 AC7109'(STEVE) JOHNSON.  PHONE 701-795-6981.  FAX 701-795-6979.  CONTACT HIM
 AC7109'FOR PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS THROUGH THE
 AC7109'LOCKED GATE.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND
 AC7109'US HIGHWAY 2 (EXIT 141) ON THE NORTHWEST SIDE OF GRAND FORKS, GO WEST
 AC7109'ON HIGHWAY 2 FOR 6.06 KM (3.75 MI) TO THE JUNCTION OF COUNTY ROAD 5 ON
 AC7109'THE LEFT AND THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT,
 AC7109'NORTH, ON THE ROAD FOR 1.90 KM (1.20 MI) TO THE TERMINAL ON THE RIGHT,
 AC7109'CONTINUE AHEAD, SOUTHWEST AND SOUTH, FOR 0.08 KM (0.05 MI) TO A GATE
 AC7109'ON THE RIGHT (STAGING AREA 1) ON THE SOUTH SIDE OF THE US CUSTOMS,
 AC7109'OPERATIONS, AND AIRPORT RESCUE AND FIREFIGHTING BUILDING, TURN RIGHT,
 AC7109'WEST, PASSING THROUGH THE GATE AND ACROSS THE APRON AND ALONG A TAXI
 AC7109'FOR 0.24 KM (0.15 MI) TO THE PARALLEL TAXI TO RUNWAY 17R-35L (TAXI A)
 AC7109', TURN RIGHT, NORTH, ON THE TAXI CROSSING RUNWAY 8-26 FOR 1.29 KM
 AC7109'(0.80 MI) TO THE JUNCTION OF THE RUNWAY END AND THE STATION.  THE
 AC7109'STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST RECESSED 2
 AC7109'CM BELOW THE GROUND, 45.7 M (149.9 FT) WEST OF THE CENTER OF THE
 AC7109'RUNWAY END, 23.0 M (75.5 FT) WEST OF THE NORTHWEST CORNER OF THE
 AC7109'RUNWAY, 20.3 M (66.6 FT) WEST-SOUTHWEST OF THE WEST ONE OF FOUR
 AC7109'THRESHOLD LIGHTS, AND 0.35 M (1.15 FT) EAST OF A FIBERGLASS WITNESS
 AC7109'POST.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7108 ***********************************************************************
 AC7108  SACS        -  This is a Secondary Airport Control Station.
 AC7108  DESIGNATION -  GFK AP STA C
 AC7108  PID         -  AC7108
 AC7108  STATE/COUNTY-  ND/GRAND FORKS
 AC7108  USGS QUAD   -  KELLY (1963)
 AC7108
 AC7108                         *CURRENT SURVEY CONTROL
 AC7108  ___________________________________________________________________
 AC7108* NAD 83(1996)-  47 56 20.74030(N)    097 10 54.65519(W)     ADJUSTED  
 AC7108* NAVD 88     -       256.71   (meters)     842.2    (feet)  GPS OBS   
 AC7108  ___________________________________________________________________
 AC7108  X           -    -535,193.775 (meters)                     COMP
 AC7108  Y           -  -4,247,315.651 (meters)                     COMP
 AC7108  Z           -   4,712,512.999 (meters)                     COMP
 AC7108  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AC7108  ELLIP HEIGHT-         229.97  (meters)          (06/09/03) GPS OBS
 AC7108  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AC7108
 AC7108  HORZ ORDER  -  FIRST
 AC7108  ELLP ORDER  -  FOURTH    CLASS II
 AC7108
 AC7108.This mark is at Grand Forks Airport (GFK)
 AC7108
 AC7108.The horizontal coordinates were established by GPS observations
 AC7108.and adjusted by the National Geodetic Survey in November 1998..
 AC7108
 AC7108.The orthometric height was determined by GPS observations and a
 AC7108.high-resolution geoid model.
 AC7108
 AC7108.GPS derived orthometric heights for airport stations designated as
 AC7108.PACS or SACS are published to 2 decimal places.  This maintains
 AC7108.centimeter relative accuracy between the PACS and SACS.  It does
 AC7108.not indicate centimeter accuracy relative to other marks which are
 AC7108.part of the NAVD 88 network.
 AC7108
 AC7108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7108
 AC7108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7108
 AC7108.The ellipsoidal height was determined by GPS observations
 AC7108.and is referenced to NAD 83.
 AC7108
 AC7108.The geoid height was determined by GEOID03.
 AC7108
 AC7108;                    North         East     Units Scale Factor Converg.
 AC7108;SPC ND N     -   109,749.599   847,817.699   MT  0.99993906   +2 28 08.9
 AC7108;SPC ND N     -   360,070.86  2,781,554.13   iFT  0.99993906   +2 28 08.9
 AC7108;UTM  14      - 5,311,130.613   635,783.166   MT  0.99982655   +1 21 00.2
 AC7108
 AC7108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7108!SPC ND N     -   0.99996396  x   0.99993906  =   0.99990302
 AC7108!UTM  14      -   0.99996396  x   0.99982655  =   0.99979051
 AC7108
 AC7108                          SUPERSEDED SURVEY CONTROL
 AC7108
 AC7108  ELLIP H (11/06/98)  229.98   (m)                       GP(       ) 4 2
 AC7108
 AC7108.Superseded values are not recommended for survey control.
 AC7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7108.See file dsdata.txt to determine how the superseded data were derived.
 AC7108
 AC7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU3578311131(NAD 83)
 AC7108_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7108_STAMPING: AP 1971 STA C GFK
 AC7108_MARK LOGO: CGS   
 AC7108_PROJECTION: FLUSH
 AC7108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7108+STABILITY: SURFACE MOTION
 AC7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7108+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1998
 AC7108
 AC7108  HISTORY     - Date     Condition        Report By
 AC7108  HISTORY     - 1971     MONUMENTED       CGS
 AC7108  HISTORY     - 19950729 GOOD             NGS
 AC7108  HISTORY     - 19980903 GOOD             NGS
 AC7108
 AC7108                          STATION DESCRIPTION
 AC7108
 AC7108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC7108'THIS STATION IS LOCATED IN THE SOUTHERN SECTION OF THE GRAND FORKS
 AC7108'INTERNATIONAL AIRPORT, NEAR RUNWAY END 35L.  IT IS 190.6 FEET (58.1 M)
 AC7108'SOUTHWEST OF THE 1ST RUNWAY LIGHT 9, 150.0 FEET (45.7 M) WEST OF THE
 AC7108'CENTERLINE END OF THE RUNWAY, 71.1 FEET (21.7 M) WEST OF THE WEST
 AC7108'THRESHOLD LIGHT.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12
 AC7108'INCH CONCRETE POST, PROJECTING 1 INCH AND STAMPED AP 1971 STA C GFK.
 AC7108
 AC7108                          STATION RECOVERY (1998)
 AC7108
 AC7108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7108'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) WEST OF GRAND FORKS AT THE
 AC7108'GRAND FORKS INTERNATIONAL AIRPORT, ALONG THE WEST SIDE OF RUNWAY END
 AC7108'35L, AND IN LINE WITH THE RUNWAY END.  OWNERSHIP--GRAND FORKS REGIONAL
 AC7108'AIRPORT AUTHORITY, GRAND FORKS INTERNATIONAL AIRPORT, 2787 AIRPORT
 AC7108'DRIVE, GRAND FORKS, ND 58203.  DIRECTOR OF OPERATIONS IS STEPHEN E.
 AC7108'(STEVE) JOHNSON.  PHONE 701-795-6981.  FAX 701-795-6979. CONTACT HIM
 AC7108'FOR PERMISSION TO OCCUPY THIS STATION AND FOR ACCESS THROUGH THE
 AC7108'LOCKED GATE.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 29 AND
 AC7108'U.S.  HIGHWAY 2 (EXIT 141) ON THE NORTHWEST SIDE OF GRAND FORKS, GO
 AC7108'WEST ON HIGHWAY 2 FOR 6.06 KM (3.75 MI) TO THE JUNCTION OF COUNTY ROAD
 AC7108'5 ON THE LEFT AND THE AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT,
 AC7108'NORTH, ON THE ROAD FOR 1.90 KM (1.20 MI) TO THE TERMINAL ON THE RIGHT,
 AC7108'CONTINUE AHEAD, SOUTHWEST AND SOUTH, FOR 0.08 KM (0.05 MI) TO A GATE
 AC7108'ON THE RIGHT (STAGING AREA 1) ON THE SOUTH SIDE OF THE US CUSTOMS,
 AC7108'OPERATIONS, AND AIRPORT RESCUE AND FIREFIGHTING BUILDING, TURN RIGHT,
 AC7108'WEST, PASSING THROUGH THE GATE AND ACROSS THE APRON AND ALONG A TAXI
 AC7108'FOR 0.24 KM (0.15 MI) TO THE PARALLEL TAXI TO RUNWAY 17R-35L (TAXI A)
 AC7108', TURN LEFT, SOUTH, ON THE TAXI FOR 0.89 KM (0.55 MI) TO THE JUNCTION
 AC7108'OF THE RUNWAY END AND THE STATION.  THE STATION IS SET IN THE TOP OF A
 AC7108'30 CM SQUARE CONCRETE POST RECESSED 2 CM BELOW THE GROUND.  IT IS 45.9
 AC7108'M (150.6 FT) WEST OF THE CENTER OF THE RUNWAY END, 22.9 M (75.1 FT)
 AC7108'WEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 20.2 M (66.3 FT)
 AC7108'WEST-NORTHWEST OF THE WEST ONE OF FOUR THRESHOLD LIGHTS, AND 0.3 M
 AC7108'(1.0 FT) EAST OF A FIBERGLASS WITNESS POST.  THIS IS A SECONDARY
 AC7108'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7112 ***********************************************************************
 AC7112  DESIGNATION -  GFK E
 AC7112  PID         -  AC7112
 AC7112  STATE/COUNTY-  ND/GRAND FORKS
 AC7112  USGS QUAD   -  KELLY (1963)
 AC7112
 AC7112                         *CURRENT SURVEY CONTROL
 AC7112  ___________________________________________________________________
 AC7112* NAD 83(1996)-  47 57 06.62758(N)    097 10 45.37355(W)     ADJUSTED  
 AC7112* NAVD 88     -       255.4    (meters)     838.     (feet)  GPS OBS   
 AC7112  ___________________________________________________________________
 AC7112  X           -    -534,871.021 (meters)                     COMP
 AC7112  Y           -  -4,246,294.731 (meters)                     COMP
 AC7112  Z           -   4,713,461.394 (meters)                     COMP
 AC7112  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AC7112  ELLIP HEIGHT-         228.65  (meters)          (06/09/03) GPS OBS
 AC7112  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AC7112
 AC7112  HORZ ORDER  -  THIRD
 AC7112  ELLP ORDER  -  FOURTH    CLASS I
 AC7112
 AC7112.This mark is at Grand Forks Airport (GFK)
 AC7112
 AC7112.The horizontal coordinates were established by GPS observations
 AC7112.and adjusted by the National Geodetic Survey in November 1998..
 AC7112
 AC7112.The orthometric height was determined by GPS observations and a
 AC7112.high-resolution geoid model.
 AC7112
 AC7112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7112
 AC7112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7112
 AC7112.The ellipsoidal height was determined by GPS observations
 AC7112.and is referenced to NAD 83.
 AC7112
 AC7112.The geoid height was determined by GEOID03.
 AC7112
 AC7112;                    North         East     Units Scale Factor Converg.
 AC7112;SPC ND N     -   111,173.767   847,949.035   MT  0.99993852   +2 28 15.8
 AC7112;SPC ND N     -   364,743.33  2,781,985.02   iFT  0.99993852   +2 28 15.8
 AC7112;UTM  14      - 5,312,551.785   635,942.270   MT  0.99982708   +1 21 08.1
 AC7112
 AC7112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7112!SPC ND N     -   0.99996416  x   0.99993852  =   0.99990269
 AC7112!UTM  14      -   0.99996416  x   0.99982708  =   0.99979125
 AC7112
 AC7112                          SUPERSEDED SURVEY CONTROL
 AC7112
 AC7112  ELLIP H (11/06/98)  228.66   (m)                       GP(       ) 4 1
 AC7112
 AC7112.Superseded values are not recommended for survey control.
 AC7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7112.See file dsdata.txt to determine how the superseded data were derived.
 AC7112
 AC7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU3594212552(NAD 83)
 AC7112_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7112_STAMPING: GFK E 1995
 AC7112_MARK LOGO: NOS   
 AC7112_PROJECTION: FLUSH
 AC7112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7112+STABILITY: SURFACE MOTION
 AC7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7112+SATELLITE: SATELLITE OBSERVATIONS - September 03, 1998
 AC7112
 AC7112  HISTORY     - Date     Condition        Report By
 AC7112  HISTORY     - 1995     MONUMENTED       NGS
 AC7112  HISTORY     - 19980903 GOOD             NGS
 AC7112
 AC7112                          STATION DESCRIPTION
 AC7112
 AC7112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (JDH)
 AC7112'THE STATION IS LOCATED AT MIDFIELD, 151.0 FT (46.0 M) SOUTH OF THE
 AC7112'SOUTH EDGE OF 8-26, 40.6 FT (12.4 M) EAST OF EAST EDGE OF TXWY A,
 AC7112'173.2 FT (52.8 M) NORTH OF THE NORTH EDGE TXWY B 76.1 FT (23.2 M)
 AC7112'NORTHWEST OF A STEEL GRATED CULVERT, AND 96.5 FT (29.4 M) NE OF THE NE
 AC7112'CORNER OF A SIGN.  THE MARK IS AN NOS DISK SET IN A CONCRETE MONUMENT,
 AC7112'FLUSH WITH THE GROUND.  THE DISK IS STAMPED GFK E 1995.
 AC7112
 AC7112                          STATION RECOVERY (1998)
 AC7112
 AC7112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7112'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) WEST OF GRAND FORKS AT THE
 AC7112'GRAND FORKS INTERNATIONAL AIRPORT, IN GRASS IN THE SOUTHEAST QUADRANT
 AC7112'OF THE JUNCTION OF RUNWAY 8-26 AND THE PARALLEL TAXI FOR RUNWAY
 AC7112'17R-35L.  OWNERSHIP--GRAND FORKS REGIONAL AIRPORT AUTHORITY, GRAND
 AC7112'FORKS INTERNATIONAL AIRPORT, 2787 AIRPORT DRIVE, GRAND FORKS, ND
 AC7112'58203.  DIRECTOR OF OPERATIONS IS STEPHEN E.  (STEVE) JOHNSON.  PHONE
 AC7112'701-795-6981.  FAX 701-795-6979.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AC7112'THIS STATION AND FOR ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 AC7112'THE JUNCTION OF INTERSTATE HIGHWAY 29 AND US HIGHWAY 2 (EXIT 141) ON
 AC7112'THE NORTHWEST SIDE OF GRAND FORKS, GO WEST ON HIGHWAY 2 FOR 6.06 KM
 AC7112'(3.75 MI) TO THE JUNCTION OF COUNTY ROAD 5 ON THE LEFT AND THE AIRPORT
 AC7112'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, NORTH, ON THE ROAD FOR 1.90 KM
 AC7112'(1.20 MI) TO THE TERMINAL ON THE RIGHT, CONTINUE AHEAD, SOUTHWEST AND
 AC7112'SOUTH, FOR 0.08 KM (0.05 MI) TO A GATE ON THE RIGHT (STAGING AREA 1)
 AC7112'ON THE SOUTH SIDE OF THE US CUSTOMS, OPERATIONS, AND AIRPORT RESCUE
 AC7112'AND FIREFIGHTING BUILDING, TURN RIGHT, WEST, PASSING THROUGH THE GATE
 AC7112'AND ACROSS THE APRON AND ALONG A TAXI FOR 0.24 KM (0.15 MI) TO THE
 AC7112'PARALLEL TAXI TO RUNWAY 17R-35L (TAXI A) , TURN RIGHT, NORTH, ON THE
 AC7112'TAXI FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 AC7112'RUNWAY 8-26.  THE STATION IS SET IN THE TOP OF A 25 CM SQUARE AT THE
 AC7112'TOP CONCRETE POST SET FLUSH WITH THE GROUND, 46.1 M (151.2 FT) SOUTH
 AC7112'OF THE SOUTH EDGE OF RUNWAY 8-26, 29.8 M (97.8 FT) NORTH OF THE
 AC7112'NORTHEAST CORNER OF TAXI SIGN B-D-A-B, 25.6 M (84.0 FT) NORTHWEST OF
 AC7112'THE CENTER OF THE EAST END OF A CONCRETE CULVERT, 24.5 M (80.4 FT)
 AC7112'EAST OF THE CENTER OF THE TAXI, 13.1 M (43.0 FT) EAST OF THE EAST EDGE
 AC7112'OF THE TAXI, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0836 ***********************************************************************
 RR0836  DESIGNATION -  GIBBS TOWNSHIP SCHOOL CUPOLA
 RR0836  PID         -  RR0836
 RR0836  STATE/COUNTY-  ND/BURLEIGH
 RR0836  USGS QUAD   -  MENOKEN SW (1976)
 RR0836
 RR0836                         *CURRENT SURVEY CONTROL
 RR0836  ___________________________________________________________________
 RR0836* NAD 83(1996)-  46 51 09.39962(N)    100 38 44.73906(W)     ADJUSTED  
 RR0836* NAVD 88     -                                                        
 RR0836  ___________________________________________________________________
 RR0836  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 RR0836  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 RR0836
 RR0836  HORZ ORDER  -  THIRD
 RR0836
 RR0836.The horizontal coordinates were established by classical geodetic methods
 RR0836.and adjusted by the National Geodetic Survey in January 1998..
 RR0836
 RR0836
 RR0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0836
 RR0836.The geoid height was determined by GEOID03.
 RR0836
 RR0836;                    North         East     Units Scale Factor Converg.
 RR0836;SPC ND S     -   131,836.061   588,884.283   MT  0.99993590   -0 06 22.7
 RR0836;SPC ND S     -   432,533.01  1,932,035.05   iFT  0.99993590   -0 06 22.7
 RR0836;UTM  14      - 5,190,100.346   374,537.517   MT  0.99979347   -1 12 03.2
 RR0836
 RR0836                          SUPERSEDED SURVEY CONTROL
 RR0836
 RR0836  NAD 83(1986)-  46 51 09.39072(N)    100 38 44.71918(W) AD(       ) 4
 RR0836  NAD 27      -  46 51 09.42000(N)    100 38 43.28000(W) AD(       ) 3
 RR0836
 RR0836.Superseded values are not recommended for survey control.
 RR0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0836.See file dsdata.txt to determine how the superseded data were derived.
 RR0836
 RR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7453890100(NAD 83)
 RR0836_MARKER: 86 = CUPOLA
 RR0836
 RR0836  HISTORY     - Date     Condition        Report By
 RR0836  HISTORY     - 1945     FIRST OBSERVED   CGS
 RR0836
 RR0836                          STATION DESCRIPTION
 RR0836
 RR0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0836'STATION IS A ONE-STORY, TWO-ROOM COUNTRY SCHOOL LOCATED ON THE
 RR0836'NE CORNER OF THE INTERSECTION OF TWO SECTION LINE ROADS.
 RR0836'SCHOOL IS OF PINK STUCCO FINISH AND HAS A BASEMENT WHICH
 RR0836'PROJECTS ABOUT 6 FEET ABOVE THE GROUND LEVEL.  A CUPOLA WITH
 RR0836'A BELL IS OVER THE FRONT ENTRANCE OF THE BUILDING.
 RR0836'
 RR0836'THE POINT INTERSECTED WAS THE SHARP PEAK OF THE CUPOLA.
 RR0836'
 RR0836'TO REACH STATION FROM BISMARCK, GO N ALONG U.S. HIGHWAY 83 FOR
 RR0836'2.4 MILES FROM ITS INTERSECTION WITH U.S. HIGHWAY 10 TO A
 RR0836'GRAVELED CROSS ROAD, THENCE RIGHT FOR 2.0 MILES TO A
 RR0836'T-INTERSECTION, TURN LEFT AND GO 1.0 MILE, THENCE RIGHT FOR
 RR0836'4.0 MILES TO SCHOOL ON LEFT.
 RR0836'
 RR0836'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0940 ***********************************************************************
 RR0940  DESIGNATION -  GIESE
 RR0940  PID         -  RR0940
 RR0940  STATE/COUNTY-  ND/GRANT
 RR0940  USGS QUAD   -  ELGIN (1980)
 RR0940
 RR0940                         *CURRENT SURVEY CONTROL
 RR0940  ___________________________________________________________________
 RR0940* NAD 83(1996)-  46 26 47.15888(N)    101 52 04.99290(W)     ADJUSTED  
 RR0940* NAVD 88     -       769.     (meters)    2523.     (feet)  SCALED    
 RR0940  ___________________________________________________________________
 RR0940  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 RR0940  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 RR0940
 RR0940  HORZ ORDER  -  THIRD
 RR0940
 RR0940.The horizontal coordinates were established by classical geodetic methods
 RR0940.and adjusted by the National Geodetic Survey in January 1998..
 RR0940
 RR0940.The orthometric height was scaled from a topographic map.
 RR0940
 RR0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0940
 RR0940.The geoid height was determined by GEOID03.
 RR0940
 RR0940;                    North         East     Units Scale Factor Converg.
 RR0940;SPC ND S     -    87,591.230   494,891.231   MT  0.99995868   -0 59 52.2
 RR0940;SPC ND S     -   287,372.80  1,623,658.89   iFT  0.99995868   -0 59 52.2
 RR0940;UTM  14      - 5,147,648.531   279,717.345   MT  1.00019651   -2 04 45.8
 RR0940
 RR0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0940!SPC ND S     -   0.99988257  x   0.99995868  =   0.99984126
 RR0940!UTM  14      -   0.99988257  x   1.00019651  =   1.00007906
 RR0940
 RR0940:                Primary Azimuth Mark                     Grid Az
 RR0940:SPC ND S     -  HEIL CATHOLIC CHURCH                     117 45 25.5
 RR0940:UTM  14      -  HEIL CATHOLIC CHURCH                     118 50 19.1
 RR0940
 RR0940|---------------------------------------------------------------------|
 RR0940| PID    Reference Object                     Distance      Geod. Az  |
 RR0940|                                                           dddmmss.s |
 RR0940| RR0924 HEIL CATHOLIC CHURCH                APPROX.14.1 KM 1164533.3 |
 RR0940| RR0937 ELGIN WT                            APPROX. 4.8 KM 1570053.9 |
 RR0940| RR0945 GERMAN CONG CHURCH                  APPROX. 4.9 KM 3375202.7 |
 RR0940|---------------------------------------------------------------------|
 RR0940
 RR0940                          SUPERSEDED SURVEY CONTROL
 RR0940
 RR0940  NAD 83(1986)-  46 26 47.15100(N)    101 52 04.98747(W) AD(       ) 3
 RR0940  NAD 27      -  46 26 47.13078(N)    101 52 03.46856(W) AD(       ) 3
 RR0940
 RR0940.Superseded values are not recommended for survey control.
 RR0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0940.See file dsdata.txt to determine how the superseded data were derived.
 RR0940
 RR0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7971747649(NAD 83)
 RR0940_MARKER: DD = SURVEY DISK
 RR0940_SETTING: 80 = SET IN A BOULDER
 RR0940_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RR0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0940+STABILITY: SURFACE MOTION
 RR0940
 RR0940  HISTORY     - Date     Condition        Report By
 RR0940  HISTORY     - 1941     MONUMENTED       USGS
 RR0940
 RR0940                          STATION DESCRIPTION
 RR0940
 RR0940'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0940'LOCATED ABOUT 3 MI., AIR LINE, NNW. OF ELGIN IN SE. 1/4 OF SEC. 4, T.
 RR0940'134 N., R. 89 W., ON LAND OWNED BY SAM GIESE, AND ON NE. END OF FLAT,
 RR0940'ROCK - COVERED RIDGE.
 RR0940'
 RR0940'TO REACH FROM COR. SECS. 3, 4, 9, AND 10, GO W. FOR 0.25 MI. PAST SAM
 RR0940'GIESES RESIDENCE TO GATE, PASS THROUGH GATE AND TURN N. ON PASTURE RD.
 RR0940'FOLLOW THIS RD. FOR ABOUT 300 FT. TO RD. FORKS, TURN LEFT AND FOLLOW
 RR0940'PASTURE RD. NW. FOR ABOUT 0.2 MI. TO TOP OF RIDGE AND SADDLE.  LEAVE
 RR0940'CAR AND GO W. ABOUT 200 FT TO FIRST TOP, VISIBLE FROM SADDLE.  STATION
 RR0940'IS ABOUT 24 FT W. OF E. EDGE OF SHARP BREAK IN RIDGE, AND ABOUT 18 FT
 RR0940'S. OF N. EDGE OF SHARP BREAK.
 RR0940'
 RR0940'STANDARD TABLET CEMENTED IN FLINT ROCK BOULDER, ABOUT FLUSH WITH
 RR0940'GROUND STAMPED---GIESE 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0807 ***********************************************************************
 RR0807  DESIGNATION -  GIVENS
 RR0807  PID         -  RR0807
 RR0807  STATE/COUNTY-  ND/SIOUX
 RR0807  USGS QUAD   -  CANNON BALL SE (1968)
 RR0807
 RR0807                         *CURRENT SURVEY CONTROL
 RR0807  ___________________________________________________________________
 RR0807* NAD 83(1996)-  46 19 56.90925(N)    100 34 56.64920(W)     ADJUSTED  
 RR0807* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 RR0807  ___________________________________________________________________
 RR0807  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 RR0807  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RR0807
 RR0807  HORZ ORDER  -  SECOND
 RR0807
 RR0807.The horizontal coordinates were established by classical geodetic methods
 RR0807.and adjusted by the National Geodetic Survey in January 1998..
 RR0807
 RR0807.The orthometric height was scaled from a topographic map.
 RR0807
 RR0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0807
 RR0807.The geoid height was determined by GEOID03.
 RR0807
 RR0807;                    North         East     Units Scale Factor Converg.
 RR0807;SPC ND S     -    74,012.230   593,655.332   MT  0.99997402   -0 03 36.4
 RR0807;SPC ND S     -   242,822.28  1,947,688.10   iFT  0.99997402   -0 03 36.4
 RR0807;UTM  14      - 5,132,205.526   378,207.565   MT  0.99978234   -1 08 41.2
 RR0807
 RR0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0807!SPC ND S     -   0.99991491  x   0.99997402  =   0.99988893
 RR0807!UTM  14      -   0.99991491  x   0.99978234  =   0.99969727
 RR0807
 RR0807:                Primary Azimuth Mark                     Grid Az
 RR0807:SPC ND S     -  BEAVER CREEK                             139 35 03.8
 RR0807:UTM  14      -  BEAVER CREEK                             140 40 08.6
 RR0807
 RR0807|---------------------------------------------------------------------|
 RR0807| PID    Reference Object                     Distance      Geod. Az  |
 RR0807|                                                           dddmmss.s |
 RR0807| RR0804 BEAVER CREEK                        APPROX. 6.7 KM 1393127.4 |
 RR0807|---------------------------------------------------------------------|
 RR0807
 RR0807                          SUPERSEDED SURVEY CONTROL
 RR0807
 RR0807  NAD 83(1986)-  46 19 56.90066(N)    100 34 56.64010(W) AD(       ) 2
 RR0807  NAD 27      -  46 19 56.92500(N)    100 34 55.20300(W) AD(       ) 2
 RR0807
 RR0807.Superseded values are not recommended for survey control.
 RR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0807.See file dsdata.txt to determine how the superseded data were derived.
 RR0807
 RR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7820832206(NAD 83)
 RR0807_MARKER: Z = SEE DESCRIPTION
 RR0807_SETTING: 0 = UNSPECIFIED SETTING
 RR0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0807
 RR0807  HISTORY     - Date     Condition        Report By
 RR0807  HISTORY     - 1889     MONUMENTED       MORC
 RR0807
 RR0807                          STATION DESCRIPTION
 RR0807
 RR0807'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0807'GIVENS IS ON RIGHT BANK, ON FIRST RIDGE OF HILLS, ABOUT 1-1/2
 RR0807'MILES UP CANNON BALL TRAIL FROM GOVERNMENT SCHOOLHOUSE, MRS.
 RR0807'VAN SOLEN, TEACHER.  IS A LONG, LEVEL-TOPPED HILL, WITH A MOUND
 RR0807'3 FEET HIGH AND 100 FEET WIDE AT BASE.  THERE IS A ROUND,
 RR0807'GRASSY-TOPPED HILL NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0415 ***********************************************************************
 RS0415  DESIGNATION -  GLADSTONE
 RS0415  PID         -  RS0415
 RS0415  STATE/COUNTY-  ND/STARK
 RS0415  USGS QUAD   -  GLADSTONE (1973)
 RS0415
 RS0415                         *CURRENT SURVEY CONTROL
 RS0415  ___________________________________________________________________
 RS0415* NAD 83(1996)-  46 49 53.65751(N)    102 34 13.25475(W)     ADJUSTED  
 RS0415* NAVD 88     -       767.0    (meters)    2516.     (feet)  VERTCON   
 RS0415  ___________________________________________________________________
 RS0415  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 RS0415  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RS0415
 RS0415  HORZ ORDER  -  FIRST
 RS0415
 RS0415.The horizontal coordinates were established by classical geodetic methods
 RS0415.and adjusted by the National Geodetic Survey in January 1998..
 RS0415
 RS0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0415
 RS0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0415
 RS0415.The geoid height was determined by GEOID03.
 RS0415
 RS0415;                    North         East     Units Scale Factor Converg.
 RS0415;SPC ND S     -   131,568.269   442,071.850   MT  0.99993585   -1 30 36.3
 RS0415;SPC ND S     -   431,654.43  1,450,366.96   iFT  0.99993585   -1 30 36.3
 RS0415;UTM  13      - 5,189,313.750   685,291.837   MT  1.00002200   +1 46 21.2
 RS0415
 RS0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0415!SPC ND S     -   0.99988254  x   0.99993585  =   0.99981840
 RS0415!UTM  13      -   0.99988254  x   1.00002200  =   0.99990454
 RS0415
 RS0415|---------------------------------------------------------------------|
 RS0415| PID    Reference Object                     Distance      Geod. Az  |
 RS0415|                                                           dddmmss.s |
 RS0415| CQ7666 GLADSTONE RM 2                       11.257 METERS 01001     |
 RS0415| RS0395 TAYLOR FARM ELEV W ELEV S GAB       APPROX.13.5 KM 0553004.9 |
 RS0415| CQ7665 GLADSTONE RM 1                       10.699 METERS 16810     |
 RS0415| CQ7664 GLADSTONE AZ MK                                    3582453.0 |
 RS0415|---------------------------------------------------------------------|
 RS0415
 RS0415                          SUPERSEDED SURVEY CONTROL
 RS0415
 RS0415  NAD 83(1986)-  46 49 53.65234(N)    102 34 13.24875(W) AD(       ) 1
 RS0415  NAD 27      -  46 49 53.63700(N)    102 34 11.61800(W) AD(       ) 1
 RS0415  NGVD 29 (07/19/86)  766.5    (m)         2515.     (f) VERT ANG       
 RS0415
 RS0415.Superseded values are not recommended for survey control.
 RS0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0415.See file dsdata.txt to determine how the superseded data were derived.
 RS0415
 RS0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8529289314(NAD 83)
 RS0415_MARKER: DS = TRIANGULATION STATION DISK
 RS0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0415
 RS0415  HISTORY     - Date     Condition        Report By
 RS0415  HISTORY     - 1951     MONUMENTED       CGS
 RS0415  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RS0415
 RS0415                          STATION DESCRIPTION
 RS0415
 RS0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0415'STATION IS LOCATED ABOUT 2 MILES SOUTH OF GLADSTONE, ON THE
 RS0415'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.  IT IS 46 FEET
 RS0415'EAST OF THE CENTER OF THE ROAD, 7 FEET WEST OF A TELEPHONE POLE
 RS0415'AND 6 FEET WEST OF A WITNESS POST.
 RS0415'
 RS0415'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GLADSTONE.  GO
 RS0415'SOUTH 0.05 MILE TO A CROSSROADS.  TURN RIGHT AND GO WEST 0.05
 RS0415'MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 RS0415'FOR 1.55 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RS0415'SOUTH 0.3 MILE TO A CROSSROADS.  CONTINUE SOUTH 0.15 MILE TO
 RS0415'THE SUMMIT OF A GRADE AND THE STATION ON THE LEFT.
 RS0415'
 RS0415'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 RS0415'GLADSTONE 1951.
 RS0415'
 RS0415'REFERENCE MARK NO. 1 IS 57 FEET EAST OF THE CENTER OF THE ROAD
 RS0415'AND 32 FEET SOUTH OF THE TELEPHONE POLE.  THE MARK IS FLUSH WITH
 RS0415'THE GROUND AND THE DISK IS STAMPED GLADSTONE NO 1 1951.
 RS0415'
 RS0415'REFERENCE MARK NO. 2 IS 55 FEET EAST OF THE CENTER OF THE ROAD
 RS0415'AND 38 FEET NORTH OF THE TELEPHONE POLE.  THE MARK IS FLUSH WITH
 RS0415'THE GROUND AND THE DISK IS STAMPED GLADSTONE NO 2 1951.
 RS0415'
 RS0415'THE AZIMUTH MARK IS 46 FEET WEST OF THE CENTER OF THE ROAD
 RS0415'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 5 INCHES AND THE
 RS0415'DISK IS STAMPED GLADSTONE 1951.
 RS0415'
 RS0415'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0415'CYLINDERS.
 RS0415
 RS0415                          STATION RECOVERY (1954)
 RS0415
 RS0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RS0415'THE STATION WAS RECOVERED AS DESCRIBED BY V.R.S. IN 1951 AND
 RS0415'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  CHECK
 RS0415'HORIZONTAL MEASUREMENTS WERE MADE TO BOTH REFERENCE MARKS AND
 RS0415'FOUND TO BE CORRECT.
 RS0415'
 RS0415'DUE TO HIGHWAY CONSTRUCTION IN THE IMMEDIATE AREA THIS STATION
 RS0415'WAS DESTROYED AND GLADSTONE 2 1954 WAS ESTABLISHED 35 FEET
 RS0415'WEST OF THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0416 ***********************************************************************
 RS0416  DESIGNATION -  GLADSTONE 2
 RS0416  PID         -  RS0416
 RS0416  STATE/COUNTY-  ND/STARK
 RS0416  USGS QUAD   -  GLADSTONE (1973)
 RS0416
 RS0416                         *CURRENT SURVEY CONTROL
 RS0416  ___________________________________________________________________
 RS0416* NAD 83(1996)-  46 49 53.64628(N)    102 34 12.74706(W)     ADJUSTED  
 RS0416* NAVD 88     -       768.     (meters)    2520.     (feet)  SCALED    
 RS0416  ___________________________________________________________________
 RS0416  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 RS0416  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RS0416
 RS0416  HORZ ORDER  -  SECOND
 RS0416
 RS0416.The horizontal coordinates were established by classical geodetic methods
 RS0416.and adjusted by the National Geodetic Survey in January 1998..
 RS0416
 RS0416.The orthometric height was scaled from a topographic map.
 RS0416
 RS0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0416
 RS0416.The geoid height was determined by GEOID03.
 RS0416
 RS0416;                    North         East     Units Scale Factor Converg.
 RS0416;SPC ND S     -   131,567.639   442,082.596   MT  0.99993585   -1 30 35.9
 RS0416;SPC ND S     -   431,652.36  1,450,402.22   iFT  0.99993585   -1 30 35.9
 RS0416;UTM  13      - 5,189,313.736   685,302.602   MT  1.00002205   +1 46 21.6
 RS0416
 RS0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0416!SPC ND S     -   0.99988246  x   0.99993585  =   0.99981832
 RS0416!UTM  13      -   0.99988246  x   1.00002205  =   0.99990451
 RS0416
 RS0416|---------------------------------------------------------------------|
 RS0416| PID    Reference Object                     Distance      Geod. Az  |
 RS0416|                                                           dddmmss.s |
 RS0416| CQ7668 GLADSTONE 2 RM 3                      8.048 METERS 09704     |
 RS0416| CQ7669 GLADSTONE 2 RM 4                      7.511 METERS 17713     |
 RS0416| CQ7670 GLADSTONE 2 RM 5                      8.443 METERS 27110     |
 RS0416| CQ7667 GLADSTONE 2 AZ MK                                  3563331.6 |
 RS0416|---------------------------------------------------------------------|
 RS0416
 RS0416                          SUPERSEDED SURVEY CONTROL
 RS0416
 RS0416  NAD 83(1986)-  46 49 53.64112(N)    102 34 12.74106(W) AD(       ) 2
 RS0416  NAD 27      -  46 49 53.62600(N)    102 34 11.11000(W) AD(       ) 2
 RS0416
 RS0416.Superseded values are not recommended for survey control.
 RS0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0416.See file dsdata.txt to determine how the superseded data were derived.
 RS0416
 RS0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8530389314(NAD 83)
 RS0416_MARKER: DS = TRIANGULATION STATION DISK
 RS0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0416
 RS0416  HISTORY     - Date     Condition        Report By
 RS0416  HISTORY     - 1954     MONUMENTED       CGS
 RS0416  HISTORY     - 1977     GOOD             NGS
 RS0416  HISTORY     - 1988     GOOD             LOCSUR
 RS0416
 RS0416                          STATION DESCRIPTION
 RS0416
 RS0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RS0416'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF GLADSTONE.
 RS0416'
 RS0416'REACHED FROM THE RAILROAD DEPOT IN GLADSTONE BY GOING SOUTHERLY
 RS0416'ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT,
 RS0416'WEST, AND GO 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHERLY,
 RS0416'AND GO 1.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RS0416'SOUTHERLY FOR 0.5 MILE TO THE STATION ON A SMALL KNOLL ON THE
 RS0416'LEFT.
 RS0416'
 RS0416'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RS0416'IS 29 FEET EAST OF A TELEPHONE POLE AND 3 FEET NORTH OF A WITNESS
 RS0416'POST.  THE DISK IS STAMPED GLADSTONE 2 1954, AND THE MARK PROJECTS
 RS0416'2 INCHES.
 RS0416'
 RS0416'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RS0416'IS 56 FEET EAST OF THE TELEPHONE POLE.  THE DISK IS STAMPED
 RS0416'GLADSTONE 2 NO 3 1954, AND THE MARK PROJECTS 4 INCHES.
 RS0416'
 RS0416'REFERENCE MARK NO. 4, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RS0416'IS 38 FEET SOUTHEAST OF THE TELEPHONE POLE.  THE DISK IS
 RS0416'STAMPED GLADSTONE 2 NO 4 1954, AND THE MARK PROJECTS 2 INCHES.
 RS0416'
 RS0416'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RS0416'IS 48 FEET WEST OF A WIRE FENCE AND 2.5 FEET SOUTH OF A WITNESS
 RS0416'POST.  THE DISK IS STAMPED GLADSTONE 2 1954, AND THE MARK
 RS0416'PROJECTS 2 INCHES.
 RS0416
 RS0416                          STATION RECOVERY (1977)
 RS0416
 RS0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RS0416'THE STATION MARK, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK WERE
 RS0416'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 RS0416'DESTROYED, IT HAD BEEN PULLED UP BY A PLOW, THE FARMER HIT IT
 RS0416'ACCIDENTLY, THE DISK WAS REMOVED AT THIS TIME.  THE STATION AND
 RS0416'REFERENCE MARKS WERE COVERED WITH ABOUT 1-FOOT OF BLOW DIRT.
 RS0416'REFERENCE MARK NO. 5 WAS SET AT THIS TIME.
 RS0416'
 RS0416'A NEW DESCRIPTION FOLLOWS--
 RS0416'
 RS0416'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF INTERSTATE HIGHWAY
 RS0416'94, AND 2 MILES SOUTH OF GLADSTONE, ALONG THE EAST SIDE OF A
 RS0416'GRAVELED ROAD, AT THE WEST EDGE OF A CULTIVATED FIELD, AT THE TOP
 RS0416'OF A PROMINENT HILL, ON PROPERTY OF MR. MATT NEUROHR.
 RS0416'
 RS0416'TO REACH THE STATION FROM THE MAIN INTERSECTION OF STREETS JUST
 RS0416'SOUTH OF THE RAILROAD TRACKS IN GLADSTONE, GO WEST ON THE GRAVELED
 RS0416'ROAD 0.05 MILE, THENCE LEFT, SOUTH, ON THE GRAVELED ROAD 0.5 MILE
 RS0416'TO A DRIVEWAY ON THE LEFT LEADING EAST TO THE NEUROHR FARMSTEAD,
 RS0416'CONTINUE SOUTH ON THE GRAVELED ROAD 1.1 MILES TO THE AZIMUTH MARK
 RS0416'ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH 0.6 MILE TO THE CREST
 RS0416'OF THE HILL AND THE STATION IN THE FIELD ON THE LEFT.
 RS0416'
 RS0416'THE STATION MARK IS A STANDARD DISK STAMPED GLADSTONE 2 1954, SET
 RS0416'IN THE TOP OF A SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND
 RS0416'SURFACE.  IT IS 420 FEET SOUTH OF AN EAST WEST FENCE, 92 FEET EAST
 RS0416'OF THE CENTER OF THE ROAD, AND 27 FEET EAST OF A FENCE.  IT IS AT
 RS0416'THE TOP OF A BLACKSLOPE WHERE EARTH WAS REMOVED FOR THE HIGHWAY,
 RS0416'AND IS 1.4 FEET SOUTH OF A METAL WITNESS POST.
 RS0416'
 RS0416'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GLADSTONE 2 NO 4
 RS0416'1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 4-INCHES BELOW
 RS0416'GROUND SURFACE.  IT IS 93 FEET EAST OF THE CENTER OF THE ROAD,
 RS0416'28 FEET EAST OF THE FENCE, AND 1.6 FEET NORTH OF A METAL WITNESS
 RS0416'POST.
 RS0416'
 RS0416'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED GLADSTONE 2 1954
 RS0416'NO 5 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 RS0416'PROJECTS 8-INCHES.  IT IS 65 FEET EAST OF THE CENTER OF THE ROAD,
 RS0416'1-FOOT WEST OF THE FENCE, AND 1.7 FEET SOUTH-SOUTHEAST OF A
 RS0416'METAL WITNESS POST.
 RS0416'
 RS0416'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GLADSTONE 2 1954, SET
 RS0416'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 RS0416'IT IS ON THE SOUTH SLOPE OF A KNOLL, ABOUT LEVEL WITH THE ROAD, AND
 RS0416'IS 114 FEET SOUTH-SOUTHEAST OF A GAS PIPELINE WOODEN
 RS0416'IDENTIFICATION POST, 78 FEET WEST OF THE CENTER OF THE ROAD, AND
 RS0416'25 FEET WEST OF A METAL WITNESS POST AND FENCE.
 RS0416'
 RS0416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 RS0416'SOUTH OF GLADSTONE.
 RS0416
 RS0416                          STATION RECOVERY (1988)
 RS0416
 RS0416'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MF)
 RS0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1904 ***********************************************************************
 TG1904  DESIGNATION -  GLADYS
 TG1904  PID         -  TG1904
 TG1904  STATE/COUNTY-  ND/WILLIAMS
 TG1904  USGS QUAD   -  WEST BONETRAILL (1974)
 TG1904
 TG1904                         *CURRENT SURVEY CONTROL
 TG1904  ___________________________________________________________________
 TG1904* NAD 83(1996)-  48 26 44.77440(N)    103 53 06.10866(W)     ADJUSTED  
 TG1904* NAVD 88     -       760.4    (meters)    2495.     (feet)  VERTCON   
 TG1904  ___________________________________________________________________
 TG1904  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 TG1904  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1904
 TG1904  HORZ ORDER  -  FIRST
 TG1904
 TG1904.The horizontal coordinates were established by classical geodetic methods
 TG1904.and adjusted by the National Geodetic Survey in January 1998..
 TG1904
 TG1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1904
 TG1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1904
 TG1904.The geoid height was determined by GEOID03.
 TG1904
 TG1904;                    North         East     Units Scale Factor Converg.
 TG1904;SPC ND N     -   166,248.634   349,666.532   MT  0.99995568   -2 31 08.1
 TG1904;SPC ND N     -   545,435.15  1,147,199.91   iFT  0.99995568   -2 31 08.1
 TG1904;SPC MT       -   481,122.930 1,014,919.411   MT  0.99970725   +4 06 26.5
 TG1904;SPC MT       - 1,578,487.30  3,329,788.09   iFT  0.99970725   +4 06 26.5
 TG1904;UTM  13      - 5,366,448.099   582,452.082   MT  0.99968353   +0 50 03.9
 TG1904
 TG1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1904!SPC ND N     -   0.99988372  x   0.99995568  =   0.99983941
 TG1904!SPC MT       -   0.99988372  x   0.99970725  =   0.99959100
 TG1904!UTM  13      -   0.99988372  x   0.99968353  =   0.99956729
 TG1904
 TG1904:                Primary Azimuth Mark                     Grid Az
 TG1904:SPC ND N     -  BONETRAILL SCHOOLHOUSE BELFRY            139 23 04.4
 TG1904:SPC MT       -  BONETRAILL SCHOOLHOUSE BELFRY            132 45 29.8
 TG1904:UTM  13      -  BONETRAILL SCHOOLHOUSE BELFRY            136 01 52.4
 TG1904
 TG1904|---------------------------------------------------------------------|
 TG1904| PID    Reference Object                     Distance      Geod. Az  |
 TG1904|                                                           dddmmss.s |
 TG1904| TG1900 BONETRAILL SCHOOLHOUSE BELFRY       APPROX. 4.7 KM 1365156.3 |
 TG1904| CQ7671 GLADYS RM                            28.200 METERS 27945     |
 TG1904|---------------------------------------------------------------------|
 TG1904
 TG1904                          SUPERSEDED SURVEY CONTROL
 TG1904
 TG1904  NAD 83(1986)-  48 26 44.77336(N)    103 53 06.10323(W) AD(       ) 1
 TG1904  NAD 27      -  48 26 44.68300(N)    103 53 04.35700(W) AD(       ) 1
 TG1904  NGVD 29 (07/19/86)  759.9    (m)         2493.     (f) VERT ANG       
 TG1904
 TG1904.Superseded values are not recommended for survey control.
 TG1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1904.See file dsdata.txt to determine how the superseded data were derived.
 TG1904
 TG1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP8245266448(NAD 83)
 TG1904_MARKER: DS = TRIANGULATION STATION DISK
 TG1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1904
 TG1904  HISTORY     - Date     Condition        Report By
 TG1904  HISTORY     - 1912     MONUMENTED       CGS
 TG1904  HISTORY     - 1935     GOOD             CGS
 TG1904  HISTORY     - 1973     GOOD             USGS
 TG1904  HISTORY     - 1978     GOOD             LOCENG
 TG1904
 TG1904                          STATION DESCRIPTION
 TG1904
 TG1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1904'ABOUT 2 MILES WEST AND 2 MILES NORTH OF BONETRAILL, ON A
 TG1904'KNOLL LOCALLY KNOWN AS OBSERVATION BUTTE, THE HIGHEST POINT
 TG1904'IN THE SW 1/4 SEC. 4, T. 157 N., R. 102 W.  THE STATION IS
 TG1904'ON LAND BELONGING TO R.W. NUDD, WHO LIVES IN WILLISTON, AND
 TG1904'IS MARKED BY A STANDARD DISK STATION MARK, SET IN THE TOP
 TG1904'OF A CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES
 TG1904'LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE
 TG1904'FORM.  THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 TG1904'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER
 TG1904'AND 2 INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE
 TG1904'ON TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 TG1904'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES
 TG1904'BELOW THE SURFACE OF THE GROUND.  A REFERENCE MARK, IS 28.20
 TG1904'METERS FROM THE STATION N 80 DEG 15 MIN W.  THE
 TG1904'REFERENCE MARK CONSISTS OF A STANDARD DISK, CEMENTED IN
 TG1904'SOLID ROCK.  THE SOUTHWEST CORNER OF SECTION 4 IS 36.61
 TG1904'METERS DISTANT S 20 DEG 03 MIN W.  AZIMUTH
 TG1904'OBSERVATIONS WERE MADE AT THIS STATION.
 TG1904
 TG1904                          STATION RECOVERY (1935)
 TG1904
 TG1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1904'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION, SURMOUNTED
 TG1904'BY CAIRN.
 TG1904'
 TG1904'SCHOOL IN BONETRAILL, REFERRED TO IN DESCRIPTION, BURNED
 TG1904'DOWN ABOUT 13 YEARS AGO AND HAS BEEN REPLACED BY A NEW BUILDING.
 TG1904
 TG1904                          STATION RECOVERY (1973)
 TG1904
 TG1904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JFS)
 TG1904'THE STATION MK. WAS FOUND IN GOOD CONDITION.  THE REF. MK. WAS
 TG1904'NOT FOUND.  THE STA. MK. IS IN A SMALL GRASSY AREA SURROUNDED
 TG1904'BY CULTIVATED GROUND, 4.5 FT. N. OF CENTER OF A 3 FT. (DIAMETER)
 TG1904'BOULDER, 103 FT. N. OF CENTER OF E-W. TRACK ROAD AND 97 FT.
 TG1904'E-SE OF A POWER POLE.
 TG1904
 TG1904                          STATION RECOVERY (1978)
 TG1904
 TG1904'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AS)
 TG1904'GLADYS 1912 RECOVERED GOOD.
 TG1904'
 TG1904'RM RECOVERED GOOD.
 TG1904'
 TG1904'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTH AND 2 MILES
 TG1904'EAST OF GRENORA, N.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0853 ***********************************************************************
 SO0853  DESIGNATION -  GLASS BLUFF RESET
 SO0853  PID         -  SO0853
 SO0853  STATE/COUNTY-  ND/MCKENZIE
 SO0853  USGS QUAD   -  BUFORD (1968)
 SO0853
 SO0853                         *CURRENT SURVEY CONTROL
 SO0853  ___________________________________________________________________
 SO0853* NAD 83(1996)-  47 57 03.89166(N)    103 55 49.73693(W)     ADJUSTED  
 SO0853* NAVD 88     -       656.     (meters)    2152.     (feet)  SCALED    
 SO0853  ___________________________________________________________________
 SO0853  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 SO0853  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0853
 SO0853  HORZ ORDER  -  SECOND
 SO0853
 SO0853.The horizontal coordinates were established by classical geodetic methods
 SO0853.and adjusted by the National Geodetic Survey in January 1998..
 SO0853
 SO0853.The orthometric height was scaled from a topographic map.
 SO0853
 SO0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0853
 SO0853.The geoid height was determined by GEOID03.
 SO0853
 SO0853;                    North         East     Units Scale Factor Converg.
 SO0853;SPC ND N     -   111,448.624   343,857.614   MT  0.99993855   -2 33 09.9
 SO0853;SPC ND N     -   365,645.09  1,128,141.78   iFT  0.99993855   -2 33 09.9
 SO0853;SPC MT       -   426,036.872 1,015,472.923   MT  0.99952709   +4 04 26.9
 SO0853;SPC MT       - 1,397,758.77  3,331,604.08   iFT  0.99952709   +4 04 26.9
 SO0853;UTM  13      - 5,311,416.592   579,856.122   MT  0.99967836   +0 47 39.3
 SO0853
 SO0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0853!SPC ND N     -   0.99990007  x   0.99993855  =   0.99983863
 SO0853!SPC MT       -   0.99990007  x   0.99952709  =   0.99942721
 SO0853!UTM  13      -   0.99990007  x   0.99967836  =   0.99957846
 SO0853
 SO0853|---------------------------------------------------------------------|
 SO0853| PID    Reference Object                     Distance      Geod. Az  |
 SO0853|                                                           dddmmss.s |
 SO0853| AJ5179 GLASS BLUFF RM 2                      7.744 METERS 08133     |
 SO0853| AJ5180 GLASS BLUFF AZ MK                                  1153628.7 |
 SO0853| AJ5178 GLASS BLUFF RM 1                      6.318 METERS 35235     |
 SO0853|---------------------------------------------------------------------|
 SO0853
 SO0853                          SUPERSEDED SURVEY CONTROL
 SO0853
 SO0853  NAD 83(1986)-  47 57 03.89165(N)    103 55 49.73429(W) AD(       ) 2
 SO0853  NAD 27      -  47 57 03.81700(N)    103 55 47.99300(W) AD(       ) 2
 SO0853
 SO0853.Superseded values are not recommended for survey control.
 SO0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0853.See file dsdata.txt to determine how the superseded data were derived.
 SO0853
 SO0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP7985611417(NAD 83)
 SO0853_MARKER: P = PIPE CAP
 SO0853_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0853_MAGNETIC: P = MARKER IS A STEEL PIPE
 SO0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0853+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 SO0853
 SO0853  HISTORY     - Date     Condition        Report By
 SO0853  HISTORY     - 1981     MONUMENTED       NGS
 SO0853  HISTORY     - 20040224 GOOD             DUCKS
 SO0853
 SO0853                          STATION DESCRIPTION
 SO0853
 SO0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SO0853'THE STATION MARK HAD BEEN REPORTED TO HAVE A LOOSE CAP ON THE
 SO0853'PIPE.  THE PIPE CAP WAS FOUND OFF OF THE PIPE BUT LAYING NEARBY.  THE
 SO0853'CAP WAS BOLTED BACK ONTO THE PIPE USING THE ORIGINAL BOLT
 SO0853'HOLES.  DIRECTIONS AND DISTANCES TO THE AZIMUTH MARK AND REFERENCE
 SO0853'MARKS WERE THEN OBSERVED AND CHECKED FAVORABLY WITH THE 1945
 SO0853'DATA.  THE ROUTE TO THE STATION HAS CHANGED AND WHEN VISITING THIS
 SO0853'STATION CHECK WITH THE LAND OWNER, MR. WILLIAM DOBIAS, TELEPHONE
 SO0853'NUMBER 701 744 5393.  HE WILL INFORM STATION VISITORS OF THE ROUTE
 SO0853'TO TAKE FROM HIS HOUSE TO THE STATION WHICH VARIES DEPENDING ON CROP
 SO0853'CONDITIONS.  NEW DESCRIPTIVE TEXT FOLLOWS.
 SO0853'
 SO0853'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) NORTHWEST OF MR. DOBIAS
 SO0853'HOUSE, ON A GRASSY RIDGE AND JUST SOUTH-SOUTHEAST OF THE EDGE OF
 SO0853'BLUFF OVERLOOKING THE MISSOURI RIVER TO THE NORTH WHICH IS BELOW THE
 SO0853'RIDGE AND EDGE OF BLUFF.
 SO0853'
 SO0853'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 200 AND THE NORTH
 SO0853'END OF MAIN STREET IN CARTWRIGHT, GO NORTH ON A GRAVELED ROAD FOR 4.2
 SO0853'KM (2.6 MI) TO A SIDE ROAD LEFT, JUST AFTER THE ROAD CURVES EAST
 SO0853'CONTINUE EAST AND NORTH ON MAIN GRAVELED ROAD FOR 3.2 KM (2 MI) TO A
 SO0853'FORK.  KEEP LEFT FORK, NORTH, ON A GRAVELED ROAD FOR 1.8 KM (1.1 MI)
 SO0853'TO A T ROAD.  TURN LEFT, WEST, ON GRAVELED ROAD FOR 0.8 KM (0.5 MI)
 SO0853'TO WHERE ROAD TURNS NORTH.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 SO0853'0.4 KM (0.25 MI) TO WHERE MAIN ROAD CURVES LEFT AND A GATE.  PASS
 SO0853'THROUGH GATE AND FOLLOW DRIVE NORTH FOR 0.2 KM (0.15 MI) TO MR.
 SO0853'DOBIAS HOUSE.  CHECK HERE FOR THE ROUTE THROUGH HIS FARM TO THE
 SO0853'STATION.  IT VARIES, DEPENDING ON CROP CONDITIONS.
 SO0853'
 SO0853'THE STATION IS A MISSOURI RIVER COMMISSION PIPE CAP BOLTED TO THE TOP
 SO0853'OF AN IRON PIPE WHICH IS 10 CM (4 INCHES) IN DIAMETER AND PROJECTS 5
 SO0853'CM (2 INCHES).  THE CAP HAS A RAISED TRIANGLE WITH A SMALL HOLE IN
 SO0853'THE TOP WHICH IS THE CONTROL POINT.  THE MARK IS LOCATED 39.6 METERS
 SO0853'(130 FEET) SSE FROM A FENCE AND NORTH EDGE OF BLUFF, 12.2 METERS (40
 SO0853'FEET) SW FROM THE NORTHEAST EDGE OF THE RIDGE, AND 0.30 METER (1
 SO0853'FOOT) E FROM A METAL WITNESS POST.
 SO0853'
 SO0853'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SO0853'NOS) DISK STAMPED---GLASS BLUFF MRC NO 1 1945---SET INTO THE TOP OF
 SO0853'A CONCRETE FILLED TILE PIPE WHICH IS 10 CM (4 INCHES) IN DIAMETER AND
 SO0853'PROJECTS 8 CM (3 INCHES).  IT IS LOCATED 32.0 METERS (105 FEET) SSE
 SO0853'FROM A FENCE AT NORTHWEST END OF RIDGE AND BLUFF, 9.1 METERS (30
 SO0853'FEET) SW FROM NORTHEAST EDGE OF RIDGE, 6.34 METERS (20.8 FEET) N FROM
 SO0853'A METAL WITNESS POST, AND IS LEVEL WITH THE STATION.
 SO0853'
 SO0853'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SO0853'NOS) DISK STAMPED---GLASS BLUFF MRC NO 2 1945---SET INTO THE TOP OF
 SO0853'A CONCRETE FILLED TILE PIPE WHICH IS 10 CM (4 INCHES) IN DIAMETER AND
 SO0853'PROJECTS 10 CM (4 INCHES).  IT IS LOCATED 41.1 METERS (135 FEET) SSE
 SO0853'FROM FENCE AT NORTHWEST EDGE OF BLUFF, 8.0 METERS (26.4 FEET) E FROM
 SO0853'A METAL WITNESS POST, 7.3 METERS (24 FEET) SW FROM THE NORTHEAST EDGE
 SO0853'OF RIDGE, AND .15 METER (0.5 FOOT) LOWER THAN THE STATION.
 SO0853'
 SO0853'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SO0853'NOS) DISK STAMPED---GLASS BLUFF MRC 1945---SET INTO THE TOP OF A
 SO0853'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 5 CM
 SO0853'(2 INCHES) ABOVE THE GROUND LOCATED AT THE NORTHWEST
 SO0853'CORNER OF A CULTIVATED FIELD, 2.5 METERS (8.1 FEET) W FROM A WOODEN 4
 SO0853'BY 4 WOODEN WITNESS POST, AND 0.37 METER (1.2 FEET) S FROM A METAL
 SO0853'WITNESS POST AND FENCE.
 SO0853'
 SO0853'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST AND SOUTHEAST
 SO0853'ACROSS PASTURELAND FOR 0.5 KM (0.3 MI) TO AN EAST-WEST FENCE AND THE
 SO0853'MARK.
 SO0853
 SO0853                          STATION RECOVERY (2004)
 SO0853
 SO0853'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 SO0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1897 ***********************************************************************
 TE1897  DESIGNATION -  GLEN
 TE1897  PID         -  TE1897
 TE1897  STATE/COUNTY-  ND/TOWNER
 TE1897  USGS QUAD   -  ROCK LAKE (1970)
 TE1897
 TE1897                         *CURRENT SURVEY CONTROL
 TE1897  ___________________________________________________________________
 TE1897* NAD 83(1996)-  48 47 24.97072(N)    099 07 59.58061(W)     ADJUSTED  
 TE1897* NAVD 88     -       475.2    (meters)    1559.     (feet)  VERTCON   
 TE1897  ___________________________________________________________________
 TE1897  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 TE1897  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 TE1897
 TE1897  HORZ ORDER  -  SECOND
 TE1897
 TE1897.The horizontal coordinates were established by classical geodetic methods
 TE1897.and adjusted by the National Geodetic Survey in January 1998..
 TE1897
 TE1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1897
 TE1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1897
 TE1897.The geoid height was determined by GEOID03.
 TE1897
 TE1897;                    North         East     Units Scale Factor Converg.
 TE1897;SPC ND N     -   199,944.706   700,425.123   MT  1.00001179   +1 01 01.4
 TE1897;SPC ND N     -   655,986.57  2,297,982.69   iFT  1.00001179   +1 01 01.4
 TE1897;UTM  14      - 5,404,150.036   490,215.340   MT  0.99960118   -0 06 00.8
 TE1897
 TE1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1897!SPC ND N     -   0.99992917  x   1.00001179  =   0.99994096
 TE1897!UTM  14      -   0.99992917  x   0.99960118  =   0.99953038
 TE1897
 TE1897|---------------------------------------------------------------------|
 TE1897| PID    Reference Object                     Distance      Geod. Az  |
 TE1897|                                                           dddmmss.s |
 TE1897| CO6879 GLEN RM 1                            15.606 METERS 09134     |
 TE1897| TE1902 ROCK LAKE MUNICIPAL WATER TANK      APPROX. 8.4 KM 2710221.5 |
 TE1897| CO6880 GLEN RM 2                            16.917 METERS 27757     |
 TE1897|---------------------------------------------------------------------|
 TE1897
 TE1897                          SUPERSEDED SURVEY CONTROL
 TE1897
 TE1897  NAD 83(1986)-  48 47 24.96983(N)    099 07 59.56198(W) AD(       ) 2
 TE1897  NAD 27      -  48 47 24.94324(N)    099 07 58.06935(W) AD(       ) 2
 TE1897  NGVD 29 (07/19/86)  474.8    (m)         1558.     (f) VERT ANG       
 TE1897
 TE1897.Superseded values are not recommended for survey control.
 TE1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1897.See file dsdata.txt to determine how the superseded data were derived.
 TE1897
 TE1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9021504150(NAD 83)
 TE1897_MARKER: DD = SURVEY DISK
 TE1897_SETTING: 0 = UNSPECIFIED SETTING
 TE1897
 TE1897  HISTORY     - Date     Condition        Report By
 TE1897  HISTORY     - 1968     MONUMENTED       USGS
 TE1897
 TE1897                          STATION DESCRIPTION
 TE1897
 TE1897'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1897'THE STATION IS ABOUT 5 MI E. OF ROCK LAKE, NORTH DAKOTA, NEAR THE
 TE1897'COR. OF SECS. 1, 6, 7 AND 12, T. 161 N., RS 65 AND 66 W., 100 FT
 TE1897'S. AND 167 FT W. OF THE CENTER OF CROSSROADS, 3 FT N. OF USGS
 TE1897'WITNESS POST.
 TE1897'
 TE1897'TO REACH THE STATION FROM THE CENTER OF ROCK LAKE, N. DAK., GO E. ON
 TE1897'STATE HWY. 5 5.0 MI AND STATION ON RIGHT (S.).
 TE1897'
 TE1897'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1897'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1897'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET GLEN 1968, STATION IS
 TE1897'FLUSH WITH THE GROUND, 100 FT S. AND 167 FT W. OF THE CENTER OF
 TE1897'CROSSROADS, 3 FT N. OF USGS WITNESS POST.
 TE1897'
 TE1897'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1897'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1897'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GLEN NO 1 1968, MARK IS
 TE1897'FLUSH WITH THE GROUND, 100 FT S. AND 115 FT W. OF THE CENTER OF
 TE1897'CROSSROADS, 1 FT N. AND 3 FT W. OF HIGH LINE POLE.
 TE1897'
 TE1897'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1897'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 TE1897'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED GLEN NO 2 1968, MARK IS
 TE1897'FLUSH WITH THE GROUND, 93 FT S. AND 222 FT W. OF THE CENTER OF
 TE1897'CROSSROADS.
 TE1897'
 TE1897'AZIMUTH MARK, MWT IN ROCK LAKE, N. DAK., NEAR THE E. SIXTEENTH COR.
 TE1897'BETWEEN SECS. 6 AND 7, T. 161 N., R. 66 W., 150 FT N. AND 159 FT E.
 TE1897'OF CENTER OF CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1712 ***********************************************************************
 SN1712  DESIGNATION -  GLEN
 SN1712  PID         -  SN1712
 SN1712  STATE/COUNTY-  ND/MERCER
 SN1712  USGS QUAD   -  HAZEN WEST (1968)
 SN1712
 SN1712                         *CURRENT SURVEY CONTROL
 SN1712  ___________________________________________________________________
 SN1712* NAD 83(1996)-  47 17 55.95826(N)    101 41 25.92756(W)     ADJUSTED  
 SN1712* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 SN1712  ___________________________________________________________________
 SN1712  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 SN1712  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 SN1712
 SN1712  HORZ ORDER  -  SECOND
 SN1712
 SN1712.The horizontal coordinates were established by classical geodetic methods
 SN1712.and adjusted by the National Geodetic Survey in January 1998..
 SN1712
 SN1712.The orthometric height was scaled from a topographic map.
 SN1712
 SN1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1712
 SN1712.The geoid height was determined by GEOID03.
 SN1712
 SN1712;                    North         East     Units Scale Factor Converg.
 SN1712;SPC ND S     -   182,117.871   509,965.076   MT  0.99996867   -0 52 06.1
 SN1712;SPC ND S     -   597,499.58  1,673,113.77   iFT  0.99996867   -0 52 06.1
 SN1712;UTM  14      - 5,241,889.046   296,599.858   MT  1.00010847   -1 58 40.6
 SN1712
 SN1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1712!SPC ND S     -   0.99990801  x   0.99996867  =   0.99987668
 SN1712!UTM  14      -   0.99990801  x   1.00010847  =   1.00001647
 SN1712
 SN1712:                Primary Azimuth Mark                     Grid Az
 SN1712:SPC ND S     -  HAZEN RELAY MAST                         052 55 40.7
 SN1712:UTM  14      -  HAZEN RELAY MAST                         054 02 15.2
 SN1712
 SN1712|---------------------------------------------------------------------|
 SN1712| PID    Reference Object                     Distance      Geod. Az  |
 SN1712|                                                           dddmmss.s |
 SN1712| SN1710 HAZEN RELAY MAST                    APPROX. 5.5 KM 0520334.6 |
 SN1712| CQ7676 GLEN RM 2                            15.770 METERS 09129     |
 SN1712| CQ7675 GLEN RM 1                            10.612 METERS 28424     |
 SN1712|---------------------------------------------------------------------|
 SN1712
 SN1712                          SUPERSEDED SURVEY CONTROL
 SN1712
 SN1712  NAD 83(1986)-  47 17 55.95565(N)    101 41 25.91841(W) AD(       ) 2
 SN1712  NAD 27      -  47 17 55.93638(N)    101 41 24.31551(W) AD(       ) 2
 SN1712
 SN1712.Superseded values are not recommended for survey control.
 SN1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1712.See file dsdata.txt to determine how the superseded data were derived.
 SN1712
 SN1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9660041889(NAD 83)
 SN1712_MARKER: DD = SURVEY DISK
 SN1712_SETTING: 0 = UNSPECIFIED SETTING
 SN1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1712+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2001
 SN1712
 SN1712  HISTORY     - Date     Condition        Report By
 SN1712  HISTORY     - 1967     MONUMENTED       USGS
 SN1712  HISTORY     - 20011029 GOOD             NDWC
 SN1712
 SN1712                          STATION DESCRIPTION
 SN1712
 SN1712'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 SN1712'THE STATION IS LOCATED ABOUT 2.5 MI W. OF THE TOWN OF HAZEN, T.
 SN1712'144 N., R. 87 W., NEAR THE NW. COR. OF THE NE 1/4 OF SEC. 15.
 SN1712'
 SN1712'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 7 AND
 SN1712'COUNTY RD. 8 IN HAZEN, GO W. ALONG STATE HWY. 7 3.6 MI TO STATION
 SN1712'ON S. SIDE OF HWY.
 SN1712'
 SN1712'STATION MARK IS 129 FT S. AND 99 FT E. OF A T-FIELD DRIVE S., 22 FT
 SN1712'E. OF E. COR. POST OF A DOUBLE FENCE LINE, 3 FT N. OF FENCE, 3 FT N.
 SN1712'OF USGS WITNESS POST.  STAMPED ET GLEN 1967.
 SN1712'
 SN1712'REFERENCE MARK NO. 1 IS W. OF STATION, 129 FT S. AND 64 FT E. OF
 SN1712'T-FIELD DRIVE S., 2 FT N. OF FENCE.  STAMPED GLEN NO 1 1967.
 SN1712'
 SN1712'REFERENCE MARK NO. 2 IS E. OF THE STATION, 129 FT S. AND 151 FT E.
 SN1712'OF T-FIELD DRIVE S., 3 FT N. OF FENCE.  STAMPED GLEN NO 2 1967.
 SN1712'
 SN1712'AZIMUTH MARK - NONE SET.
 SN1712'
 SN1712'REFERENCE AZIMUTH TO A RELAY MAST, ABOUT 5.0 MI N. OF HAZEN.
 SN1712'
 SN1712'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED TO
 SN1712'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 SN1712'12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1712
 SN1712                          STATION RECOVERY (2001)
 SN1712
 SN1712'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 SN1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0976 ***********************************************************************
 RR0976  DESIGNATION -  GLEN ULLIN
 RR0976  PID         -  RR0976
 RR0976  STATE/COUNTY-  ND/MORTON
 RR0976  USGS QUAD   -  GLEN ULLIN SW (1970)
 RR0976
 RR0976                         *CURRENT SURVEY CONTROL
 RR0976  ___________________________________________________________________
 RR0976* NAD 83(1996)-  46 48 16.07328(N)    101 53 03.43951(W)     ADJUSTED  
 RR0976* NAVD 88     -       676.0    (meters)    2218.     (feet)  VERTCON   
 RR0976  ___________________________________________________________________
 RR0976  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 RR0976  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 RR0976
 RR0976  HORZ ORDER  -  SECOND
 RR0976
 RR0976.The horizontal coordinates were established by classical geodetic methods
 RR0976.and adjusted by the National Geodetic Survey in January 1998..
 RR0976
 RR0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0976
 RR0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0976
 RR0976.The geoid height was determined by GEOID03.
 RR0976
 RR0976;                    North         East     Units Scale Factor Converg.
 RR0976;SPC ND S     -   127,404.755   494,345.285   MT  0.99993599   -1 00 34.8
 RR0976;SPC ND S     -   417,994.60  1,621,867.73   iFT  0.99993599   -1 00 34.8
 RR0976;UTM  14      - 5,187,475.273   279,927.333   MT  1.00019532   -2 06 12.8
 RR0976
 RR0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0976!SPC ND S     -   0.99989706  x   0.99993599  =   0.99983306
 RR0976!UTM  14      -   0.99989706  x   1.00019532  =   1.00009236
 RR0976
 RR0976:                Primary Azimuth Mark                     Grid Az
 RR0976:SPC ND S     -  GLEN ULLIN MUN AIRPORT BEACON            068 18 15.3
 RR0976:UTM  14      -  GLEN ULLIN MUN AIRPORT BEACON            069 23 53.3
 RR0976
 RR0976|---------------------------------------------------------------------|
 RR0976| PID    Reference Object                     Distance      Geod. Az  |
 RR0976|                                                           dddmmss.s |
 RR0976| RR0972 GLEN ULLIN MUN AIRPORT BEACON       APPROX. 2.6 KM 0671740.5 |
 RR0976| RR0971 GLEN ULLIN SAC HEART CATH CH        APPROX. 4.4 KM 0744034.0 |
 RR0976| CQ7672 GLEN ULLIN AZ MK                                   0875229.3 |
 RR0976| CQ7673 GLEN ULLIN RM 1                      13.367 METERS 09740     |
 RR0976| CQ7674 GLEN ULLIN RM 2                      13.573 METERS 26555     |
 RR0976|---------------------------------------------------------------------|
 RR0976
 RR0976                          SUPERSEDED SURVEY CONTROL
 RR0976
 RR0976  NAD 83(1986)-  46 48 16.06728(N)    101 53 03.43146(W) AD(       ) 2
 RR0976  NAD 27      -  46 48 16.05100(N)    101 53 01.86500(W) AD(       ) 2
 RR0976  NGVD 29 (07/19/86)  675.6    (m)         2217.     (f) VERT ANG       
 RR0976
 RR0976.Superseded values are not recommended for survey control.
 RR0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0976.See file dsdata.txt to determine how the superseded data were derived.
 RR0976
 RR0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7992787475(NAD 83)
 RR0976_MARKER: DS = TRIANGULATION STATION DISK
 RR0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0976
 RR0976  HISTORY     - Date     Condition        Report By
 RR0976  HISTORY     - 1951     MONUMENTED       CGS
 RR0976  HISTORY     - 1956     GOOD             CGS
 RR0976  HISTORY     - 1958     GOOD             USGS
 RR0976
 RR0976                          STATION DESCRIPTION
 RR0976
 RR0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0976'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 3 MILES
 RR0976'SOUTHWEST OF GLEN ULLIN, 40 FEET SOUTH OF CENTER OF GRADED
 RR0976'ROAD, 6 FEET NORTH OF A WIRE FENCE, AND 5 FEET NORTH OF A
 RR0976'WITNESS POST.
 RR0976'
 RR0976'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 RR0976'HIGHWAY 49 AT THE WEST EDGE OF GLEN ULLIN, GO SOUTH ON STATE
 RR0976'HIGHWAY 49 FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 RR0976'AND GO WEST ON GRADED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK
 RR0976'ON RIGHT.  CONTINUE WEST FOR 0.4 MILE TO STATION ON THE LEFT.
 RR0976'
 RR0976'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 RR0976'GLEN ULLIN 1951.
 RR0976'
 RR0976'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE.  IT
 RR0976'PROJECTS 6 INCHES, AND THE DISK IS STAMPED GLEN ULLIN NO 1 1951.
 RR0976'
 RR0976'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A WIRE FENCE.  IT
 RR0976'PROJECTS 5 INCHES, AND THE DISK IS STAMPED GLEN ULLIN NO 2 1951.
 RR0976'
 RR0976'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF GRADED
 RR0976'ROAD AND 2 FEET NORTH OF A WIRE FENCE.  IT PROJECTS 6 INCHES,
 RR0976'AND THE DISK IS STAMPED GLEN ULLIN 1951.
 RR0976'
 RR0976'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0976'CYLINDERS.
 RR0976
 RR0976                          STATION RECOVERY (1956)
 RR0976
 RR0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0976'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0976'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0976
 RR0976                          STATION RECOVERY (1958)
 RR0976
 RR0976'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0976'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0972 ***********************************************************************
 RR0972  DESIGNATION -  GLEN ULLIN MUN AIRPORT BEACON
 RR0972  PID         -  RR0972
 RR0972  STATE/COUNTY-  ND/MORTON
 RR0972  USGS QUAD   -  GLEN ULLIN (1980)
 RR0972
 RR0972                         *CURRENT SURVEY CONTROL
 RR0972  ___________________________________________________________________
 RR0972* NAD 83(1996)-  46 48 48.02412(N)    101 51 12.16153(W)     ADJUSTED  
 RR0972* NAVD 88     -                                                        
 RR0972  ___________________________________________________________________
 RR0972  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 RR0972  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 RR0972
 RR0972  HORZ ORDER  -  THIRD
 RR0972
 RR0972.The horizontal coordinates were established by classical geodetic methods
 RR0972.and adjusted by the National Geodetic Survey in January 1998..
 RR0972
 RR0972
 RR0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0972
 RR0972.The geoid height was determined by GEOID03.
 RR0972
 RR0972;                    North         East     Units Scale Factor Converg.
 RR0972;SPC ND S     -   128,350.069   496,721.268   MT  0.99993592   -0 59 13.7
 RR0972;SPC ND S     -   421,096.03  1,629,662.95   iFT  0.99993592   -0 59 13.7
 RR0972;UTM  14      - 5,188,375.278   282,321.537   MT  1.00018243   -2 04 52.6
 RR0972
 RR0972                          SUPERSEDED SURVEY CONTROL
 RR0972
 RR0972  NAD 83(1986)-  46 48 48.01813(N)    101 51 12.15233(W) AD(       ) 4
 RR0972  NAD 27      -  46 48 48.00100(N)    101 51 10.59600(W) AD(       ) 3
 RR0972
 RR0972.Superseded values are not recommended for survey control.
 RR0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0972.See file dsdata.txt to determine how the superseded data were derived.
 RR0972
 RR0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8232288375(NAD 83)
 RR0972_MARKER: 22 = AIRWAY BEACON
 RR0972
 RR0972  HISTORY     - Date     Condition        Report By
 RR0972  HISTORY     - 1951     FIRST OBSERVED   CGS
 RR0972
 RR0972                          STATION DESCRIPTION
 RR0972
 RR0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0972'THE BEACON IS LOCATED ON THE GLEN ULLIN MUNICIPAL AIRPORT, ABOUT
 RR0972'1 MILE WEST OF GLEN ULLIN, AND ABOUT 0.3 MILE SOUTH OF U.S.
 RR0972'HIGHWAY 10.
 RR0972'
 RR0972'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED AND
 RR0972'WHITE AND IS 53.20 FEET (16.215 METERS) HIGH.
 RR0972'
 RR0972'THE POINT INTERSECTED WAS THE CENTER OF LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0971 ***********************************************************************
 RR0971  DESIGNATION -  GLEN ULLIN SAC HEART CATH CH
 RR0971  PID         -  RR0971
 RR0971  STATE/COUNTY-  ND/MORTON
 RR0971  USGS QUAD   -  GLEN ULLIN (1980)
 RR0971
 RR0971                         *CURRENT SURVEY CONTROL
 RR0971  ___________________________________________________________________
 RR0971* NAD 83(1996)-  46 48 53.91457(N)    101 49 42.02038(W)     ADJUSTED  
 RR0971* NAVD 88     -                                                        
 RR0971  ___________________________________________________________________
 RR0971  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 RR0971  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RR0971
 RR0971  HORZ ORDER  -  THIRD
 RR0971
 RR0971.The horizontal coordinates were established by classical geodetic methods
 RR0971.and adjusted by the National Geodetic Survey in January 1998..
 RR0971
 RR0971
 RR0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0971
 RR0971.The geoid height was determined by GEOID03.
 RR0971
 RR0971;                    North         East     Units Scale Factor Converg.
 RR0971;SPC ND S     -   128,499.312   498,634.947   MT  0.99993591   -0 58 07.9
 RR0971;SPC ND S     -   421,585.67  1,635,941.43   iFT  0.99993591   -0 58 07.9
 RR0971;UTM  14      - 5,188,487.977   284,238.180   MT  1.00017222   -2 03 47.0
 RR0971
 RR0971                          SUPERSEDED SURVEY CONTROL
 RR0971
 RR0971  NAD 83(1986)-  46 48 53.90856(N)    101 49 42.01117(W) AD(       ) 4
 RR0971  NAD 27      -  46 48 53.89300(N)    101 49 40.45900(W) AD(       ) 3
 RR0971
 RR0971.Superseded values are not recommended for survey control.
 RR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0971.See file dsdata.txt to determine how the superseded data were derived.
 RR0971
 RR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8423888488(NAD 83)
 RR0971_MARKER: 90 = CHURCH SPIRE
 RR0971
 RR0971  HISTORY     - Date     Condition        Report By
 RR0971  HISTORY     - 1951     FIRST OBSERVED   CGS
 RR0971
 RR0971                          STATION DESCRIPTION
 RR0971
 RR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0971'STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF GLEN ULLIN,
 RR0971'AND 80 FEET SOUTHEAST OF THE CENTER OF A CROSS STREET.  IT IS
 RR0971'A WOODEN FRAME STRUCTURE SIDED WITH TAN ASBESTOS SIDING.  THE
 RR0971'SPIRE AT THE NORTH END OF THE CHURCH IS ROOFED WITH GREEN
 RR0971'SHINGLES, AND AT THE TOP OF THE SPIRE IS A CROSS MOUNTED ON A
 RR0971'BALL.  THE HEIGHT IS 90.1 FEET AND THE POINT OBSERVED ON WAS
 RR0971'THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2112 ***********************************************************************
 TF2112  DESIGNATION -  GLENBURN
 TF2112  PID         -  TF2112
 TF2112  STATE/COUNTY-  ND/RENVILLE
 TF2112  USGS QUAD   -  GLENBURN (1979)
 TF2112
 TF2112                         *CURRENT SURVEY CONTROL
 TF2112  ___________________________________________________________________
 TF2112* NAD 83(1996)-  48 30 08.45153(N)    101 13 24.37804(W)     ADJUSTED  
 TF2112* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 TF2112  ___________________________________________________________________
 TF2112  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TF2112  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TF2112
 TF2112  HORZ ORDER  -  THIRD
 TF2112
 TF2112.The horizontal coordinates were established by classical geodetic methods
 TF2112.and adjusted by the National Geodetic Survey in January 1998..
 TF2112
 TF2112.The orthometric height was scaled from a topographic map.
 TF2112
 TF2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2112
 TF2112.The geoid height was determined by GEOID03.
 TF2112
 TF2112;                    North         East     Units Scale Factor Converg.
 TF2112;SPC ND N     -   167,287.214   546,542.151   MT  0.99996240   -0 32 18.0
 TF2112;SPC ND N     -   548,842.57  1,793,117.29   iFT  0.99996240   -0 32 18.0
 TF2112;UTM  14      - 5,374,523.892   335,763.064   MT  0.99993141   -1 39 56.5
 TF2112
 TF2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2112!SPC ND N     -   0.99992769  x   0.99996240  =   0.99989009
 TF2112!UTM  14      -   0.99992769  x   0.99993141  =   0.99985910
 TF2112
 TF2112|---------------------------------------------------------------------|
 TF2112| PID    Reference Object                     Distance      Geod. Az  |
 TF2112|                                                           dddmmss.s |
 TF2112| CQ7678 GLENBURN RM 1                        21.091 METERS 00933     |
 TF2112| CQ7677 GLENBURN AZ MK                                     2700306.5 |
 TF2112| CQ7679 GLENBURN RM 2                        20.330 METERS 27230     |
 TF2112| TF2111 GLENBURN MUNICIPAL TANK             APPROX. 1.3 KM 3583550.8 |
 TF2112|---------------------------------------------------------------------|
 TF2112
 TF2112                          SUPERSEDED SURVEY CONTROL
 TF2112
 TF2112  NAD 83(1986)-  48 30 08.44993(N)    101 13 24.37692(W) AD(       ) 3
 TF2112  NAD 27      -  48 30 08.38210(N)    101 13 22.81650(W) AD(       ) 3
 TF2112
 TF2112.Superseded values are not recommended for survey control.
 TF2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2112.See file dsdata.txt to determine how the superseded data were derived.
 TF2112
 TF2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3576374524(NAD 83)
 TF2112_MARKER: DS = TRIANGULATION STATION DISK
 TF2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2112
 TF2112  HISTORY     - Date     Condition        Report By
 TF2112  HISTORY     - 1963     MONUMENTED       CGS
 TF2112
 TF2112                          STATION DESCRIPTION
 TF2112
 TF2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2112'THE STATION IS LOCATED ABOUT 18-1/2 MILES NORTH AND 3-1/2
 TF2112'MILES EAST OF MINOT, AND ABOUT 3/4 MILES SOUTH OF GLENBURN
 TF2112'IN THE NORTHWEST ANGLE OF A T-INTERSECTION.
 TF2112'
 TF2112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 TF2112'52 (CITY ROUTE) AND U.S. HIGHWAY 83 IN THE CENTRAL PART OF
 TF2112'MINOT, GO NORTH ON U.S. HIGHWAY 83 FOR 13.1 MILES TO THE NORTH
 TF2112'ENTRANCE TO MINOT AFB.  CONTINUE NORTH ON U.S. HIGHWAY 83
 TF2112'FOR 5.9 MILES TO A CROSSROAD AND JUNCTION WITH RENVILLE COUNTY
 TF2112'ROUTE 20.  TURN RIGHT AND GO EAST ON COUNTY ROUTE 20 FOR 3.2
 TF2112'MILES TO THE AZIMUTH MARK ON THE LEFT IN THE NORTHEAST ANGLE
 TF2112'OF A CROSSROAD.  CONTINUE EAST ON COUNTY ROUTE 20 FOR 0.4 MILE
 TF2112'TO THE STATION ON THE LEFT.
 TF2112'
 TF2112'THE STATION IS A STANDARD DISK STAMPED GLENBURN 1963, SET IN
 TF2112'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 TF2112'1 INCH ABOVE THE GROUND.  IT IS 100 FEET NORTHWEST OF THE CENTER
 TF2112'OF A T-INTERSECTION, 9 FEET SOUTHWEST OF A FENCE CORNER, 8
 TF2112'FEET WEST OF A TELEPHONE POLE, AND 6 FEET SOUTHWEST OF A METAL
 TF2112'WITNESS POST.
 TF2112'
 TF2112'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GLENBURN NO
 TF2112'1 1963, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 TF2112'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 76 FEET WEST
 TF2112'OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 70 FEET NORTH OF
 TF2112'A TELEPHONE POLE, 64 FEET NORTH OF A METAL WITNESS POST, AND
 TF2112'1 FOOT EAST OF A FENCE LINE.
 TF2112'
 TF2112'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GLENBURN NO
 TF2112'2 1963, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 TF2112'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 76 FEET NORTH
 TF2112'OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, 72 FEET WEST OF
 TF2112'A METAL WITNESS POST, 23 FEET EAST-SOUTHEAST OF A POWERLINE
 TF2112'POLE, AND 1 FOOT SOUTH OF A FENCE LINE.
 TF2112'
 TF2112'AZIMUTH MARK IS A STANDARD DISK STAMPED GLENBURN 1963, SET IN
 TF2112'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 TF2112'2 INCHES ABOVE THE GROUND.  IT IS 90 FEET NORTHEAST OF THE CENTER
 TF2112'OF A CROSSROADS, 33 FEET WEST-SOUTHWEST OF A POWERLINE POLE,
 TF2112'5 FEET SOUTH OF A FENCE CORNER, AND 1.5 FEET EAST OF A METAL
 TF2112'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2113 ***********************************************************************
 TF2113  DESIGNATION -  GLENBURN CHURCH SPIRE
 TF2113  PID         -  TF2113
 TF2113  STATE/COUNTY-  ND/RENVILLE
 TF2113  USGS QUAD   -  GLENBURN (1979)
 TF2113
 TF2113                         *CURRENT SURVEY CONTROL
 TF2113  ___________________________________________________________________
 TF2113* NAD 83(1996)-  48 30 53.85620(N)    101 13 20.20904(W)     ADJUSTED  
 TF2113* NAVD 88     -                                                        
 TF2113  ___________________________________________________________________
 TF2113  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 TF2113  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF2113
 TF2113  HORZ ORDER  -  THIRD
 TF2113
 TF2113.The horizontal coordinates were established by classical geodetic methods
 TF2113.and adjusted by the National Geodetic Survey in January 1998..
 TF2113
 TF2113
 TF2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2113
 TF2113.The geoid height was determined by GEOID03.
 TF2113
 TF2113;                    North         East     Units Scale Factor Converg.
 TF2113;SPC ND N     -   168,688.800   546,640.878   MT  0.99996403   -0 32 14.9
 TF2113;SPC ND N     -   553,440.94  1,793,441.20   iFT  0.99996403   -0 32 14.9
 TF2113;UTM  14      - 5,375,923.218   335,889.347   MT  0.99993090   -1 39 54.5
 TF2113
 TF2113                          SUPERSEDED SURVEY CONTROL
 TF2113
 TF2113  NAD 83(1986)-  48 30 53.85466(N)    101 13 20.20749(W) AD(       ) 4
 TF2113  NAD 27      -  48 30 53.78700(N)    101 13 18.61800(W) AD(       ) 3
 TF2113
 TF2113.Superseded values are not recommended for survey control.
 TF2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2113.See file dsdata.txt to determine how the superseded data were derived.
 TF2113
 TF2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3588975923(NAD 83)
 TF2113_MARKER: 90 = CHURCH SPIRE
 TF2113
 TF2113  HISTORY     - Date     Condition        Report By
 TF2113  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2113
 TF2113                          STATION DESCRIPTION
 TF2113
 TF2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2113'TIP OF SPIRE OF ONLY CHURCH IN GLENBURN, LOCATED 3 MILES WEST,
 TF2113'2 MILES SOUTH OF STATION BRACE AND 1 MILE NORTH OF STATE
 TF2113'HIGHWAY 17.  STATION WAS NOT VISITED.  OBSERVED UPON FROM
 TF2113'STATIONS WOLSETH, DEERING, BRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2111 ***********************************************************************
 TF2111  DESIGNATION -  GLENBURN MUNICIPAL TANK
 TF2111  PID         -  TF2111
 TF2111  STATE/COUNTY-  ND/RENVILLE
 TF2111  USGS QUAD   -  GLENBURN (1979)
 TF2111
 TF2111                         *CURRENT SURVEY CONTROL
 TF2111  ___________________________________________________________________
 TF2111* NAD 83(1996)-  48 30 50.15081(N)    101 13 25.91472(W)     ADJUSTED  
 TF2111* NAVD 88     -                                                        
 TF2111  ___________________________________________________________________
 TF2111  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TF2111  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF2111
 TF2111  HORZ ORDER  -  THIRD
 TF2111
 TF2111.The horizontal coordinates were established by classical geodetic methods
 TF2111.and adjusted by the National Geodetic Survey in January 1998..
 TF2111
 TF2111
 TF2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2111
 TF2111.The geoid height was determined by GEOID03.
 TF2111
 TF2111;                    North         East     Units Scale Factor Converg.
 TF2111;SPC ND N     -   168,575.453   546,522.719   MT  0.99996389   -0 32 19.1
 TF2111;SPC ND N     -   553,069.07  1,793,053.54   iFT  0.99996389   -0 32 19.1
 TF2111;UTM  14      - 5,375,812.222   335,768.984   MT  0.99993139   -1 39 58.7
 TF2111
 TF2111                          SUPERSEDED SURVEY CONTROL
 TF2111
 TF2111  NAD 83(1986)-  48 30 50.14941(N)    101 13 25.91300(W) AD(       ) 4
 TF2111  NAD 27      -  48 30 50.08000(N)    101 13 24.35200(W) AD(       ) 3
 TF2111
 TF2111.Superseded values are not recommended for survey control.
 TF2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2111.See file dsdata.txt to determine how the superseded data were derived.
 TF2111
 TF2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3576975812(NAD 83)
 TF2111_MARKER: 53 = ELEVATED TANK
 TF2111
 TF2111  HISTORY     - Date     Condition        Report By
 TF2111  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2111
 TF2111                          STATION DESCRIPTION
 TF2111
 TF2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2111'THE STATION IS THE CENTER OF A RED LIGHT ATOP THE GLENBURN,
 TF2111'MUNICIPAL WATER TANK AND IS LOCATED IN THE CENTRAL PART OF
 TF2111'GLENBURN.  THE WATER TANK IS A 4-LEGGED METAL TANK, WHICH IS
 TF2111'125 FEET IN HEIGHT AND IT IS PAINTED SILVER.  THE RED LIGHT
 TF2111'IS ECCENTRIC OF THE CENTER OF THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0845 ***********************************************************************
 RR0845  DESIGNATION -  GLENCOE
 RR0845  PID         -  RR0845
 RR0845  STATE/COUNTY-  ND/EMMONS
 RR0845  USGS QUAD   -  FORT RICE (1971)
 RR0845
 RR0845                         *CURRENT SURVEY CONTROL
 RR0845  ___________________________________________________________________
 RR0845* NAD 83(1996)-  46 36 18.38781(N)    100 30 07.33162(W)     ADJUSTED  
 RR0845* NAVD 88     -       653.     (meters)    2142.     (feet)  SCALED    
 RR0845  ___________________________________________________________________
 RR0845  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 RR0845  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RR0845
 RR0845  HORZ ORDER  -  SECOND
 RR0845
 RR0845.The horizontal coordinates were established by classical geodetic methods
 RR0845.and adjusted by the National Geodetic Survey in January 1998..
 RR0845
 RR0845.The orthometric height was scaled from a topographic map.
 RR0845
 RR0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0845
 RR0845.The geoid height was determined by GEOID03.
 RR0845
 RR0845;                    North         East     Units Scale Factor Converg.
 RR0845;SPC ND S     -   104,313.609   599,843.979   MT  0.99994384   -0 00 05.3
 RR0845;SPC ND S     -   342,236.25  1,967,992.06   iFT  0.99994384   -0 00 05.3
 RR0845;UTM  14      - 5,162,378.427   384,968.906   MT  0.99976264   -1 05 29.6
 RR0845
 RR0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0845!SPC ND S     -   0.99990098  x   0.99994384  =   0.99984482
 RR0845!UTM  14      -   0.99990098  x   0.99976264  =   0.99966364
 RR0845
 RR0845:                Primary Azimuth Mark                     Grid Az
 RR0845:SPC ND S     -  MCINTYRE                                 190 34 55.5
 RR0845:UTM  14      -  MCINTYRE                                 191 40 19.8
 RR0845
 RR0845|---------------------------------------------------------------------|
 RR0845| PID    Reference Object                     Distance      Geod. Az  |
 RR0845|                                                           dddmmss.s |
 RR0845| RR0800 MCINTYRE                            APPROX.14.7 KM 1903450.2 |
 RR0845|---------------------------------------------------------------------|
 RR0845
 RR0845                          SUPERSEDED SURVEY CONTROL
 RR0845
 RR0845  NAD 83(1986)-  46 36 18.37726(N)    100 30 07.31757(W) AD(       ) 2
 RR0845  NAD 27      -  46 36 18.39600(N)    100 30 05.89700(W) AD(       ) 2
 RR0845
 RR0845.Superseded values are not recommended for survey control.
 RR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0845.See file dsdata.txt to determine how the superseded data were derived.
 RR0845
 RR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8496962378(NAD 83)
 RR0845_MARKER: Z = SEE DESCRIPTION
 RR0845_SETTING: 0 = UNSPECIFIED SETTING
 RR0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0845
 RR0845  HISTORY     - Date     Condition        Report By
 RR0845  HISTORY     - 1889     MONUMENTED       MORC
 RR0845  HISTORY     - 1945     MARK NOT FOUND   CGS
 RR0845
 RR0845                          STATION DESCRIPTION
 RR0845
 RR0845'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0845'LOCATED ON THE LEFT BANK, ON A SMALL, ROCKY TABLELAND, ON A
 RR0845'RANGE OF VERY HIGH HILLS, 2-1/2 MILES SE FROM GLENCOE POST
 RR0845'OFFICE, AND ABOUT 3 MILES FROM THE RIVER.  THERE IS HIGHER
 RR0845'LAND 3/4 MILE NEARLY S FROM THE STATION.
 RR0845
 RR0845                          STATION RECOVERY (1945)
 RR0845
 RR0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 RR0845'THIS STATION WAS ON THE HILL NEAR STATION ALBAUGH.  THE HIGHEST
 RR0845'POINT OF THE HILL WHICH IS ABOUT 8 METERS NNW OF ALBAUGH HAS
 RR0845'SEVERAL LARGE BOULDERS WHICH MAY HAVE MARKED THE STATION.
 RR0845'NO EVIDENCE OF ANY STANDARD MARK COULD BE FOUND.  THE STATION
 RR0845'IS BELEIVED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1129 ***********************************************************************
 SM1129  DESIGNATION -  GLENFIELD
 SM1129  PID         -  SM1129
 SM1129  STATE/COUNTY-  ND/FOSTER
 SM1129  USGS QUAD   -  GLENFIELD (1951)
 SM1129
 SM1129                         *CURRENT SURVEY CONTROL
 SM1129  ___________________________________________________________________
 SM1129* NAD 83(1996)-  47 26 57.79277(N)    098 37 30.30480(W)     ADJUSTED  
 SM1129* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 SM1129  ___________________________________________________________________
 SM1129  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 SM1129  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SM1129
 SM1129  HORZ ORDER  -  FIRST
 SM1129
 SM1129.The horizontal coordinates were established by classical geodetic methods
 SM1129.and adjusted by the National Geodetic Survey in January 1998..
 SM1129
 SM1129.The orthometric height was scaled from a topographic map.
 SM1129
 SM1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1129
 SM1129.The geoid height was determined by GEOID03.
 SM1129
 SM1129;                    North         East     Units Scale Factor Converg.
 SM1129;SPC ND N     -    51,684.667   741,384.103   MT  0.99999688   +1 23 42.7
 SM1129;SPC ND N     -   169,569.12  2,432,362.54   iFT  0.99999688   +1 23 42.7
 SM1129;UTM  14      - 5,255,172.934   528,263.268   MT  0.99960982   +0 16 34.3
 SM1129
 SM1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1129!SPC ND N     -   0.99993083  x   0.99999688  =   0.99992771
 SM1129!UTM  14      -   0.99993083  x   0.99960982  =   0.99954067
 SM1129
 SM1129:                Primary Azimuth Mark                     Grid Az
 SM1129:SPC ND N     -  GLENFIELD AZ MK                          027 10 39.3
 SM1129:UTM  14      -  GLENFIELD AZ MK                          028 17 47.7
 SM1129
 SM1129|---------------------------------------------------------------------|
 SM1129| PID    Reference Object                     Distance      Geod. Az  |
 SM1129|                                                           dddmmss.s |
 SM1129| CO5050 GLENFIELD AZ MK                                    0283422.0 |
 SM1129| CO4349 G 74 RESET                                         0575832.4 |
 SM1129| SM1131 GLENFIELD NE LUTHERAN CH SPIRE      APPROX. 4.3 KM 0804345.5 |
 SM1129| SM1130 GLENFIELD GRAIN CO ELEVATOR         APPROX. 4.4 KM 0851042.4 |
 SM1129| SM1128 SUTTON SPECIAL SCHOOL BELFRY        APPROX.15.1 KM 1093607.3 |
 SM1129| SM1127 SUTTON FARMERS GRAIN CO ELEV        APPROX.15.0 KM 1111209.8 |
 SM1129| CO5051 GLENFIELD RM 1                      195.682 METERS 26212     |
 SM1129| CO5393 CHURCH SPIRE                                       2740237.4 |
 SM1129| CO5052 GLENFIELD RM 2                      209.093 METERS 29216     |
 SM1129| SM1156 JUANITA MONARCH ELEV CO ELEV        APPROX. 7.5 KM 3210831.0 |
 SM1129|---------------------------------------------------------------------|
 SM1129
 SM1129                          SUPERSEDED SURVEY CONTROL
 SM1129
 SM1129  NAD 83(1986)-  47 26 57.79407(N)    098 37 30.30212(W) AD(       ) 1
 SM1129  NAD 27      -  47 26 57.80600(N)    098 37 28.94000(W) AD(       ) 1
 SM1129
 SM1129.Superseded values are not recommended for survey control.
 SM1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1129.See file dsdata.txt to determine how the superseded data were derived.
 SM1129
 SM1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2826355173(NAD 83)
 SM1129_MARKER: DS = TRIANGULATION STATION DISK
 SM1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1129
 SM1129  HISTORY     - Date     Condition        Report By
 SM1129  HISTORY     - 1934     MONUMENTED       CGS
 SM1129  HISTORY     - 1941     GOOD             CGS
 SM1129  HISTORY     - 1949     GOOD             NDHD
 SM1129  HISTORY     - 1960     GOOD             CGS
 SM1129
 SM1129                          STATION DESCRIPTION
 SM1129
 SM1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1129'STATION IS LOCATED 2-3/4 MILES WSW OF GLENFIELD, ABOUT 500
 SM1129'FEET E OF CENTER OF W SIDE OF SEC. 19, AND 1/2 MILE S OF
 SM1129'THE N LINE OF SEC. 19, T. 146 N, R. 62 W, GLENFIELD TOWNSHIP
 SM1129'ON LAND OWNED BY JOHN BERG OF COOPERSTOWN, NORTH DAKOTA.
 SM1129'
 SM1129'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 SM1129'STANDARD BRONZE DISKS SET IN CONCRETE.
 SM1129'
 SM1129'REFERENCE MARK NO. 1 IS SW OF STATION, 12 FEET E OF CENTER
 SM1129'LINE OF N-S DIRT FIELD ROAD.
 SM1129'
 SM1129'REFERENCE MARK NO. 2 IS NW OF STATION, 9.0 FEET E OF CENTER
 SM1129'LINE OF N-S DIRT FIELD ROAD.
 SM1129'
 SM1129'AZIMUTH MARK IS NE OF STATION, 27 FEET N OF CENTER LINE OF
 SM1129'STATE HIGHWAY 7.  REACHED FROM STATION BY GOING N ON DIM
 SM1129'FIELD ROAD 0.5 MILE TO STATE HIGHWAY 7, THENCE E 0.45 MILE
 SM1129'TO MARK ON LEFT.
 SM1129'
 SM1129'STATION IS REACHED FROM JUNCTION OF STATE HIGHWAYS 7 AND
 SM1129'20 TO E OF GLENFIELD, BY GOING W ON STATE HIGHWAY 7 FOR 3.0
 SM1129'MILES, THENCE TURN LEFT (S) ON DIM DIRT FIELD ROAD, JUST
 SM1129'PAST A T-ROAD TURNING N.  FOLLOW FIELD ROAD FOR 0.5 MILE TO
 SM1129'FIELD ROAD LEADING E.  FOLLOW THIS ROAD 0.15 MILE TO TOP
 SM1129'OF BARE KNOB AND STATION.
 SM1129'
 SM1129'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM1129
 SM1129                          STATION RECOVERY (1941)
 SM1129
 SM1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1129'STATION RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD CONDITION.
 SM1129'COMPLETE DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 2.75
 SM1129'MILES WSW OF GLENFIELD, ON THE PROPERTY OF JOHN BERG OF
 SM1129'COOPERSTOWN IN SEC. 19, T. 146 N, R. 62 W.  IT IS ON THE
 SM1129'HIGHEST PART OF A SMALL KNOLL ON CULTIVATED LAND ABOUT 0.5
 SM1129'MILE S OF STATE HIGHWAY 7.  THE MARK IS STAMPED GLENFIELD
 SM1129'1934 AND PROJECTS ABOUT 6 INCHES.
 SM1129'
 SM1129'REFERENCE MARK NO. 1 IS W BY S OF THE STATION AND 12 FEET E
 SM1129'OF THE CENTER LINE OF N-S DIRT FIELD ROAD.  THE MARK IS
 SM1129'STAMPED GLENFIELD NO. 1 1934 AND PROJECTS ABOUT 8 INCHES.
 SM1129'
 SM1129'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND 9 FEET E OF
 SM1129'THE CENTER LINE OF THE N-S FIELD ROAD.  IT IS STAMPED GLENFIELD
 SM1129'NO. 2 1934 AND PROJECTS ABOUT 8 INCHES.
 SM1129'
 SM1129'THE AZIMUTH MARK IS ABOUT 0.6 MILE NNE OF THE STATION, 27
 SM1129'FEET N OF THE CENTER LINE OF STATE HIGHWAY 7 AND 18 INCHES
 SM1129'W OF A WHITE REFERENCE POST.  IT IS STAMPED GLENFIELD AZI
 SM1129'1934 AND PROJECTS ABOUT 4 INCHES.
 SM1129'
 SM1129'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 20 AT
 SM1129'GLENFIELD, GO W ON STATE HIGHWAY 7 FOR 2.55 MILES TO THE
 SM1129'AZIMUTH MARK ON THE N SIDE OF THE HIGHWAY, CONTINUE W FOR
 SM1129'0.45 MILE AND TURN LEFT, S, ON A DIRT FIELD ROAD, GO 0.5
 SM1129'MILE AND TURN LEFT, E, GO 0.15 MILE TO THE TOP OF A KNOLL
 SM1129'AND THE STATION.
 SM1129'
 SM1129'A 24-FOOT SIGNAL AT MOSE IS VISIBLE AT 30 FEET.
 SM1129'
 SM1129'A 64-FOOT SIGNAL AT KINGSLEY IS VISIBLE AT 15 FEET.
 SM1129'
 SM1129'A 24-FOOT SIGNAL AT HAVEN IS VISIBLE AT 15 FEET.
 SM1129'
 SM1129'A 24-FOOT SIGNAL AT MC HENRY IS VISIBLE AT 15 FEET.
 SM1129'
 SM1129'OBSERVATIONS TAKEN FROM A 64-FOOT TOWER.
 SM1129
 SM1129                          STATION RECOVERY (1949)
 SM1129
 SM1129'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1949
 SM1129'LETTER OF MR. I. JORDERE, RESIDENT ENGINEER, STATE HIGHWAY
 SM1129'DEPARTMENT, CARRINGTON, NORTH DAKOTA, DATED AUGUST 10, 1949.
 SM1129'
 SM1129'THE AZIMUTH MARK WAS MOVED 125.980 FT. ON LINE TOWARD THE
 SM1129'STATION MARK.
 SM1129
 SM1129                          STATION RECOVERY (1960)
 SM1129
 SM1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1129'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND
 SM1129'FOUND IN GOOD CONDITION.  IT WAS REPORTED THAT THE AZIMUTH
 SM1129'MARK WAS MOVED ACROSS THE HIGHWAY BY THE STATE HIGHWAY DEPARTMENT.
 SM1129'THIS MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.  IT APPEARS
 SM1129'THAT IT WAS PROBABLY DESTROYED BY FARMING OPERATIONS.
 SM1129'
 SM1129'BENCH MARK G 74 RESET WAS RECOVERED ABOUT 1.2 MILES NORTHEAST
 SM1129'OF THE STATION SO THIS MARK WAS USED FOR A NEW AZIMUTH MARK.
 SM1129'THIS MARK IS 2.0 MILES WEST OF GLENFIELD, 1.2 MILES NORTHEAST
 SM1129'OF THE STATION, 116 FEET NORTH OF THE CENTERLINE OF STATE
 SM1129'HIGHWAY 7, 41 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SM1129'ROAD, 19 FEET NORTHWEST OF A POWERLINE POLE AND JUST WEST OF
 SM1129'A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 SM1129'AND THE DISK IS STAMPED G 74 RESET 1949.
 SM1129'
 SM1129'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GLENFIELD
 SM1129'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1130 ***********************************************************************
 SM1130  DESIGNATION -  GLENFIELD GRAIN CO ELEVATOR
 SM1130  PID         -  SM1130
 SM1130  STATE/COUNTY-  ND/FOSTER
 SM1130  USGS QUAD   -  GLENFIELD (1951)
 SM1130
 SM1130                         *CURRENT SURVEY CONTROL
 SM1130  ___________________________________________________________________
 SM1130* NAD 83(1996)-  47 27 09.65404(N)    098 34 02.07303(W)     ADJUSTED  
 SM1130* NAVD 88     -                                                        
 SM1130  ___________________________________________________________________
 SM1130  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 SM1130  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 SM1130
 SM1130  HORZ ORDER  -  THIRD
 SM1130
 SM1130.The horizontal coordinates were established by classical geodetic methods
 SM1130.and adjusted by the National Geodetic Survey in January 1998..
 SM1130
 SM1130
 SM1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1130
 SM1130.The geoid height was determined by GEOID03.
 SM1130
 SM1130;                    North         East     Units Scale Factor Converg.
 SM1130;SPC ND N     -    52,158.714   745,735.783   MT  0.99999625   +1 26 17.6
 SM1130;SPC ND N     -   171,124.39  2,446,639.71   iFT  0.99999625   +1 26 17.6
 SM1130;UTM  14      - 5,255,561.742   532,621.698   MT  0.99961308   +0 19 07.8
 SM1130
 SM1130                          SUPERSEDED SURVEY CONTROL
 SM1130
 SM1130  NAD 83(1986)-  47 27 09.65510(N)    098 34 02.07098(W) AD(       ) 4
 SM1130  NAD 27      -  47 27 09.67100(N)    098 34 00.71400(W) AD(       ) 3
 SM1130
 SM1130.Superseded values are not recommended for survey control.
 SM1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1130.See file dsdata.txt to determine how the superseded data were derived.
 SM1130
 SM1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT3262255562(NAD 83)
 SM1130_MARKER: 65 = GRAIN ELEVATOR
 SM1130
 SM1130  HISTORY     - Date     Condition        Report By
 SM1130  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1130
 SM1130                          STATION DESCRIPTION
 SM1130
 SM1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1130'THIS INTERSECTION STATION IS IN THE SW PART OF GLENFIELD, ABOUT
 SM1130'4 BLOCKS S OF STATE HIGHWAY 7, 2 BLOCKS W OF STATE HIGHWAY 20
 SM1130'AND 75 YARDS S OF THE RAILROAD DEPOT, ON THE SW SIDE OF THE
 SM1130'RAILROAD TRACKS.  IT IS A GRAY SHEET METAL BUILDING ABOUT 80
 SM1130'FEET HIGH AND IS THE LARGEST AND MOST EASTERLY OF TWO ELEVATORS.
 SM1130'THE OBJECT SIGHTED ON WAS THE CENTER OF THE HIGHEST PART OF THE
 SM1130'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1131 ***********************************************************************
 SM1131  DESIGNATION -  GLENFIELD NE LUTHERAN CH SPIRE
 SM1131  PID         -  SM1131
 SM1131  STATE/COUNTY-  ND/FOSTER
 SM1131  USGS QUAD   -  GLENFIELD (1951)
 SM1131
 SM1131                         *CURRENT SURVEY CONTROL
 SM1131  ___________________________________________________________________
 SM1131* NAD 83(1996)-  47 27 20.10370(N)    098 34 08.33400(W)     ADJUSTED  
 SM1131* NAVD 88     -                                                        
 SM1131  ___________________________________________________________________
 SM1131  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 SM1131  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM1131
 SM1131  HORZ ORDER  -  THIRD
 SM1131
 SM1131.The horizontal coordinates were established by classical geodetic methods
 SM1131.and adjusted by the National Geodetic Survey in January 1998..
 SM1131
 SM1131
 SM1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1131
 SM1131.The geoid height was determined by GEOID03.
 SM1131
 SM1131;                    North         East     Units Scale Factor Converg.
 SM1131;SPC ND N     -    52,478.041   745,596.580   MT  0.99999570   +1 26 13.0
 SM1131;SPC ND N     -   172,172.05  2,446,183.01   iFT  0.99999570   +1 26 13.0
 SM1131;UTM  14      - 5,255,883.604   532,488.811   MT  0.99961297   +0 19 03.2
 SM1131
 SM1131                          SUPERSEDED SURVEY CONTROL
 SM1131
 SM1131  NAD 83(1986)-  47 27 20.10465(N)    098 34 08.33211(W) AD(       ) 4
 SM1131  NAD 27      -  47 27 20.11500(N)    098 34 06.96700(W) AD(       ) 3
 SM1131
 SM1131.Superseded values are not recommended for survey control.
 SM1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1131.See file dsdata.txt to determine how the superseded data were derived.
 SM1131
 SM1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT3248955884(NAD 83)
 SM1131_MARKER: 91 = CHURCH CROSS
 SM1131
 SM1131  HISTORY     - Date     Condition        Report By
 SM1131  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1131
 SM1131                          STATION DESCRIPTION
 SM1131
 SM1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1131'THIS INTERSECTION STATION IS LOCATED IN THE N PART OF GLENFIELD
 SM1131'ABOUT ONE BLOCK S OF STATE HIGHWAY 7 AND TWO BLOCKS W OF STATE
 SM1131'HIGHWAY 20.  THE CHURCH IS A WHITE FRAME BUILDING WITH AN OPEN
 SM1131'BELFRY ON THE S END.  THE BELFRY IS SURMOUNTED WITH AN ORNAMENTAL
 SM1131'CROSS WHICH IS ABOUT 50 FEET HIGH AND IS THE OBJECT SIGHTED
 SM1131'UPON.  THE CHURCH WAS BUILT IN 1917.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0623 ***********************************************************************
 RQ0623  DESIGNATION -  GLOVER
 RQ0623  PID         -  RQ0623
 RQ0623  STATE/COUNTY-  ND/DICKEY
 RQ0623  USGS QUAD   -  VERONA (1970)
 RQ0623
 RQ0623                         *CURRENT SURVEY CONTROL
 RQ0623  ___________________________________________________________________
 RQ0623* NAD 83(1996)-  46 15 05.68964(N)    098 05 26.56126(W)     ADJUSTED  
 RQ0623* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 RQ0623  ___________________________________________________________________
 RQ0623  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 RQ0623  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 RQ0623
 RQ0623  HORZ ORDER  -  SECOND
 RQ0623
 RQ0623.The horizontal coordinates were established by classical geodetic methods
 RQ0623.and adjusted by the National Geodetic Survey in January 1998..
 RQ0623
 RQ0623.The orthometric height was scaled from a topographic map.
 RQ0623
 RQ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0623
 RQ0623.The geoid height was determined by GEOID03.
 RQ0623
 RQ0623;                    North         East     Units Scale Factor Converg.
 RQ0623;SPC ND S     -    67,865.890   785,752.294   MT  0.99998728   +1 45 26.3
 RQ0623;SPC ND S     -   222,657.12  2,577,927.47   iFT  0.99998728   +1 45 26.3
 RQ0623;UTM  14      - 5,122,402.197   570,088.406   MT  0.99966039   +0 39 24.8
 RQ0623
 RQ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0623!SPC ND S     -   0.99993740  x   0.99998728  =   0.99992468
 RQ0623!UTM  14      -   0.99993740  x   0.99966039  =   0.99959781
 RQ0623
 RQ0623|---------------------------------------------------------------------|
 RQ0623| PID    Reference Object                     Distance      Geod. Az  |
 RQ0623|                                                           dddmmss.s |
 RQ0623| CO5057 GLOVER RM 1                          29.758 METERS 00036     |
 RQ0623| CO5056 GLOVER AZ MK                                       0042239.5 |
 RQ0623| RP0846 CRETE FARMERS GRAIN CO ELEV         APPROX.11.4 KM 1191200.6 |
 RQ0623| CO5058 GLOVER RM 2                          28.050 METERS 18024     |
 RQ0623|---------------------------------------------------------------------|
 RQ0623
 RQ0623                          SUPERSEDED SURVEY CONTROL
 RQ0623
 RQ0623  NAD 83(1986)-  46 15 05.69395(N)    098 05 26.55680(W) AD(       ) 2
 RQ0623  NAD 27      -  46 15 05.81900(N)    098 05 25.19100(W) AD(       ) 2
 RQ0623
 RQ0623.Superseded values are not recommended for survey control.
 RQ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0623.See file dsdata.txt to determine how the superseded data were derived.
 RQ0623
 RQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7008822402(NAD 83)
 RQ0623_MARKER: DS = TRIANGULATION STATION DISK
 RQ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0623+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 RQ0623
 RQ0623  HISTORY     - Date     Condition        Report By
 RQ0623  HISTORY     - 1954     MONUMENTED       CGS
 RQ0623  HISTORY     - 20041129 GOOD             NDWC
 RQ0623
 RQ0623                          STATION DESCRIPTION
 RQ0623
 RQ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0623'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF VERONA, 8 MILES
 RQ0623'NORTH OF OAKES, 3 MILES NORTHEAST OF GLOVER, ON A TWELVE
 RQ0623'FOOT BANK AT A CUT ON THE WEST SIDE OF STATE HIGHWAY 1 AND 13
 RQ0623'AND ON PROPERTY OF MR. ALBERT LARSON OF OAKES.
 RQ0623'
 RQ0623'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 RQ0623'1 AND 13 IN VERONA, GO SOUTH ON STATE HIGHWAY 1 AND 13 FOR
 RQ0623'7.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 RQ0623'FOR 0.4 MILE TO A CUT IN THE RIGHT-OF-WAY AND THE MARK ON
 RQ0623'THE TOP OF THE BANK ON THE RIGHT.
 RQ0623'
 RQ0623'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0623'POST PROJECTING 4 INCHES.  IT IS 101 FEET WEST OF THE CENTER
 RQ0623'LINE OF THE HIGHWAY, 3 FEET EAST OF A WITNESS POST, 1 FOOT
 RQ0623'WEST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE AND AT THE EAST
 RQ0623'EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED GLOVER 1954.
 RQ0623'
 RQ0623'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0623'POST PROJECTING 4 INCHES.  IT IS 101 FEET WEST OF THE CENTER
 RQ0623'LINE OF THE HIGHWAY AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 RQ0623'FENCE LINE.  THE MARK IS STAMPED GLOVER NO 1 1954.
 RQ0623'
 RQ0623'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0623'POST PROJECTING 4 INCHES.  IT IS 102 FEET WEST OF THE CENTER
 RQ0623'LINE OF THE HIGHWAY AND 1.5 FEET WEST OF THE RIGHT-OF-WAY
 RQ0623'FENCE LINE.  THE MARK IS STAMPED GLOVER NO 2 1954.
 RQ0623'
 RQ0623'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0623'POST PROJECTING 4 INCHES.  IT IS 143 FEET NORTH OF THE CENTER
 RQ0623'LINE OF A PRIVATE DRIVEWAY, 66 FEET EAST OF THE CENTER LINE
 RQ0623'OF STATE HIGHWAY 1 AND 13, 8 FEET WEST OF JOING CONSTRUCTION
 RQ0623'POLE 2875-1/2 AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK IS
 RQ0623'STAMPED GLOVER 1954.
 RQ0623'
 RQ0623'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RQ0623
 RQ0623                          STATION RECOVERY (2004)
 RQ0623
 RQ0623'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 RQ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0637 ***********************************************************************
 RQ0637  DESIGNATION -  GLOVER CHURCH SPIRE
 RQ0637  PID         -  RQ0637
 RQ0637  STATE/COUNTY-  ND/DICKEY
 RQ0637  USGS QUAD   -  GLOVER (1952)
 RQ0637
 RQ0637                         *CURRENT SURVEY CONTROL
 RQ0637  ___________________________________________________________________
 RQ0637* NAD 83(1996)-  46 14 28.67078(N)    098 08 15.32832(W)     ADJUSTED  
 RQ0637* NAVD 88     -                                                        
 RQ0637  ___________________________________________________________________
 RQ0637  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 RQ0637  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 RQ0637
 RQ0637  HORZ ORDER  -  THIRD
 RQ0637
 RQ0637.The horizontal coordinates were established by classical geodetic methods
 RQ0637.and adjusted by the National Geodetic Survey in January 1998..
 RQ0637
 RQ0637
 RQ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0637
 RQ0637.The geoid height was determined by GEOID03.
 RQ0637
 RQ0637;                    North         East     Units Scale Factor Converg.
 RQ0637;SPC ND S     -    66,613.624   782,173.411   MT  0.99998911   +1 43 23.2
 RQ0637;SPC ND S     -   218,548.64  2,566,185.73   iFT  0.99998911   +1 43 23.2
 RQ0637;UTM  14      - 5,121,219.278   566,487.328   MT  0.99965434   +0 37 22.5
 RQ0637
 RQ0637                          SUPERSEDED SURVEY CONTROL
 RQ0637
 RQ0637  NAD 83(1986)-  46 14 28.67553(N)    098 08 15.32286(W) AD(       ) 4
 RQ0637  NAD 27      -  46 14 28.80000(N)    098 08 13.96000(W) AD(       ) 3
 RQ0637
 RQ0637.Superseded values are not recommended for survey control.
 RQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0637.See file dsdata.txt to determine how the superseded data were derived.
 RQ0637
 RQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6648721219(NAD 83)
 RQ0637_MARKER: 90 = CHURCH SPIRE
 RQ0637
 RQ0637  HISTORY     - Date     Condition        Report By
 RQ0637  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0637
 RQ0637                          STATION DESCRIPTION
 RQ0637
 RQ0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0637'POINT OBSERVED UPON WAS THE TIP OF CHURCH SPIRE LOCATED ON
 RQ0637'THE E SIDE OF TOWN.  WHITE FRAME STRUCTURE, TALLEST IN TOWN.
 RQ0637'BUILDING WAS NOT IDENTIFIED AS IT WAS OFF SCHEME AND WAS NOT
 RQ0637'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0736 ***********************************************************************
 SO0736  DESIGNATION -  GOLDEN
 SO0736  PID         -  SO0736
 SO0736  STATE/COUNTY-  ND/MERCER
 SO0736  USGS QUAD   -  GOLDEN VALLEY (1973)
 SO0736
 SO0736                         *CURRENT SURVEY CONTROL
 SO0736  ___________________________________________________________________
 SO0736* NAD 83(1996)-  47 18 27.46119(N)    102 04 05.99405(W)     ADJUSTED  
 SO0736* NAVD 88     -       645.9    (meters)    2119.     (feet)  VERTCON   
 SO0736  ___________________________________________________________________
 SO0736  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 SO0736  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 SO0736
 SO0736  HORZ ORDER  -  THIRD
 SO0736
 SO0736.The horizontal coordinates were established by classical geodetic methods
 SO0736.and adjusted by the National Geodetic Survey in January 1998..
 SO0736
 SO0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0736
 SO0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0736
 SO0736.The geoid height was determined by GEOID03.
 SO0736
 SO0736;                    North         East     Units Scale Factor Converg.
 SO0736;SPC ND S     -   183,592.245   481,416.780   MT  0.99996992   -1 08 38.1
 SO0736;SPC ND S     -   602,336.76  1,579,451.38   iFT  0.99996992   -1 08 38.1
 SO0736;UTM  13      - 5,243,519.212   721,591.587   MT  1.00020349   +2 09 20.4
 SO0736;UTM  14      - 5,243,917.087   268,079.418   MT  1.00026107   -2 15 22.5
 SO0736
 SO0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0736!SPC ND S     -   0.99990169  x   0.99996992  =   0.99987161
 SO0736!UTM  13      -   0.99990169  x   1.00020349  =   1.00010516
 SO0736!UTM  14      -   0.99990169  x   1.00026107  =   1.00016273
 SO0736
 SO0736:                Primary Azimuth Mark                     Grid Az
 SO0736:SPC ND S     -  WITTENBERG LUTH CHURCH SPIRE             055 04 53.3
 SO0736:UTM  13      -  WITTENBERG LUTH CHURCH SPIRE             051 46 54.8
 SO0736:UTM  14      -  WITTENBERG LUTH CHURCH SPIRE             056 11 37.7
 SO0736
 SO0736|---------------------------------------------------------------------|
 SO0736| PID    Reference Object                     Distance      Geod. Az  |
 SO0736|                                                           dddmmss.s |
 SO0736| SN1733 WITTENBERG LUTH CHURCH SPIRE        APPROX.12.0 KM 0535615.2 |
 SO0736| CQ7688 GOLDEN RM 1                          11.348 METERS 16035     |
 SO0736| SO0735 GOLDEN VALLEY LUTH CH SPIRE         APPROX. 1.8 KM 1821532.0 |
 SO0736| CQ7687 GOLDEN AZ MK                                       2065529.8 |
 SO0736| CQ7689 GOLDEN RM 2                          11.806 METERS 34730     |
 SO0736|---------------------------------------------------------------------|
 SO0736
 SO0736                          SUPERSEDED SURVEY CONTROL
 SO0736
 SO0736  NAD 83(1986)-  47 18 27.45784(N)    102 04 05.98659(W) AD(       ) 3
 SO0736  NAD 27      -  47 18 27.43560(N)    102 04 04.36629(W) AD(       ) 3
 SO0736  NGVD 29 (07/19/86)  645.5    (m)         2118.     (f) VERT ANG       
 SO0736
 SO0736.Superseded values are not recommended for survey control.
 SO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0736.See file dsdata.txt to determine how the superseded data were derived.
 SO0736
 SO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN2159243519(NAD 83)
 SO0736_MARKER: DS = TRIANGULATION STATION DISK
 SO0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0736
 SO0736  HISTORY     - Date     Condition        Report By
 SO0736  HISTORY     - 1951     MONUMENTED       CGS
 SO0736  HISTORY     - 1957     GOOD             CGS
 SO0736  HISTORY     - 1980     GOOD             LOCENG
 SO0736
 SO0736                          STATION DESCRIPTION
 SO0736
 SO0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0736'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF GOLDEN VALLEY,
 SO0736'ABOUT 0.2 MILE EAST OF A GRAVELED ROAD, 6 FEET SOUTHEAST OF A
 SO0736'WITNESS POST, AND ON THE CREST OF A LOW KNOLL.  IT IS ABOUT 5 FEET
 SO0736'EAST OF THE EAST EDGE OF A ROUGH PITTED AREA OF THE WEST SLOPE
 SO0736'OF THE KNOLL.
 SO0736'
 SO0736'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GOLDEN VALLEY,
 SO0736'GO NORTH FOR 1 BLOCK.  THEN LEFT, WEST, ON THE MAIN STREET FOR
 SO0736'0.3 MILE.  THEN RIGHT, NORTH, ON A GRAVELED ROAD FOR 1.0 MILE
 SO0736'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH
 SO0736'FOR 0.1 MILE.  THEN BEAR RIGHT ON A TRACK ROAD (TRACK ROAD IS
 SO0736'PARALLEL WITH THE GRAVELED ROAD), NORTHERLY, FOR 0.05 MILE.
 SO0736'THEN RIGHT, EASTERLY, ACROSS PASTURE LAND FOR 0.2 MILE TO THE
 SO0736'CREST OF THE KNOLL AND THE STATION AS DESCRIBED.
 SO0736'
 SO0736'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED GOLDEN
 SO0736'1951.
 SO0736'
 SO0736'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE KNOLL.  IT
 SO0736'PROJECTS 5 INCHES, AND THE DISK IS STAMPED GOLDEN NO 1 1951.
 SO0736'
 SO0736'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF THE KNOLL.  IT
 SO0736'PROJECTS 4 INCHES, AND THE DISK IS STAMPED GOLDEN NO 2 1951.
 SO0736'
 SO0736'THE AZIMUTH MARK IS ON THE CREST OF A LOW HILL, 27 FEET WEST
 SO0736'OF THE CENTER OF THE GRAVELED ROAD, AND 4 FEET EAST OF THE EAST
 SO0736'EDGE OF A LARGE BOULDER.  IT PROJECTS 6 INCHES, AND THE DISK IS
 SO0736'STAMPED GOLDEN 1951.
 SO0736'
 SO0736'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 SO0736'CYLINDERS.
 SO0736
 SO0736                          STATION RECOVERY (1957)
 SO0736
 SO0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SO0736'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0736'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
 SO0736
 SO0736                          STATION RECOVERY (1980)
 SO0736
 SO0736'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MPF)
 SO0736'GOLDEN 1951 RECOVERED GOOD STATION.
 SO0736'
 SO0736'GOLDEN NO. 1 1951 AND GOLDEN NO. 2 1951 RECOVERED GOOD RMS.
 SO0736'
 SO0736'GOLDEN 1951 RECOVERED GOOD AZ. MK.
 SO0736'
 SO0736'DISTANCE AND DIRECTION FROM NEAREST TOWN--GOLDEN VALLEY, 1.5
 SO0736'MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1343 ***********************************************************************
 SL1343  DESIGNATION -  GOLDEN LAKE 2
 SL1343  PID         -  SL1343
 SL1343  STATE/COUNTY-  ND/STEELE
 SL1343  USGS QUAD   -  GOLDEN LAKE (1970)
 SL1343
 SL1343                         *CURRENT SURVEY CONTROL
 SL1343  ___________________________________________________________________
 SL1343* NAD 83(1996)-  47 33 04.84936(N)    097 42 27.45858(W)     ADJUSTED  
 SL1343* NAVD 88     -       378.59   (+/-2cm)    1242.1    (feet)  VERTCON   
 SL1343  ___________________________________________________________________
 SL1343  X           -    -578,437.442 (meters)                     COMP
 SL1343  Y           -  -4,273,930.479 (meters)                     COMP
 SL1343  Z           -   4,683,613.162 (meters)                     COMP
 SL1343  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 SL1343  ELLIP HEIGHT-         353.01  (meters)          (05/25/04) GPS OBS
 SL1343  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL1343
 SL1343  HORZ ORDER  -  FIRST
 SL1343  VERT ORDER  -  THIRD ? (See Below)
 SL1343  ELLP ORDER  -  FOURTH    CLASS II
 SL1343
 SL1343.The horizontal coordinates were established by classical geodetic methods
 SL1343.and adjusted by the National Geodetic Survey in May 2004..
 SL1343
 SL1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1343.The vertical order pertains to the NGVD 29 superseded value.
 SL1343
 SL1343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1343
 SL1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1343
 SL1343.The ellipsoidal height was determined by GPS observations
 SL1343.and is referenced to NAD 83.
 SL1343
 SL1343.The geoid height was determined by GEOID03.
 SL1343
 SL1343;                    North         East     Units Scale Factor Converg.
 SL1343;SPC ND N     -    65,109.789   810,131.595   MT  0.99997889   +2 04 40.4
 SL1343;SPC ND N     -   213,614.79  2,657,912.06   iFT  0.99997889   +2 04 40.4
 SL1343;UTM  14      - 5,267,245.535   597,237.352   MT  0.99971619   +0 57 13.3
 SL1343
 SL1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1343!SPC ND N     -   0.99994467  x   0.99997889  =   0.99992356
 SL1343!UTM  14      -   0.99994467  x   0.99971619  =   0.99966088
 SL1343
 SL1343|---------------------------------------------------------------------|
 SL1343| PID    Reference Object                     Distance      Geod. Az  |
 SL1343|                                                           dddmmss.s |
 SL1343| CO5061 GOLDEN LAKE 2 RM 1                   15.241 METERS 00008     |
 SL1343| SL1011 GOLDEN LAKE AZ MK 1                                1802132.3 |
 SL1343| CO5062 GOLDEN LAKE 2 RM 2                    8.731 METERS 18139     |
 SL1343| SL1352 FINLEY AERO COMMUNICATIONS MST      APPROX.10.7 KM 2431035.1 |
 SL1343| SL1348 FINLEY MUNICIPAL TANK               APPROX.10.7 KM 2462149.8 |
 SL1343| SL1349 FINLEY AF FPS 35 RADAR SCREEN       APPROX.12.7 KM 2520850.7 |
 SL1343| SL1347 FINLEY USAF ANFPS 6 W RADAR         APPROX.12.8 KM 2522131.9 |
 SL1343| SL1009 GOLDEN LAKE AZ MK 2                                3593159.7 |
 SL1343|---------------------------------------------------------------------|
 SL1343
 SL1343                          SUPERSEDED SURVEY CONTROL
 SL1343
 SL1343  ELLIP H (03/16/99)  353.01   (m)                       GP(       ) 4 1
 SL1343  NAD 83(1996)-  47 33 04.84902(N)    097 42 27.45180(W) AD(       ) 1
 SL1343  ELLIP H (01/23/98)  352.96   (m)                       GP(       ) 4 1
 SL1343  NAD 83(1986)-  47 33 04.84724(N)    097 42 27.44678(W) AD(       ) 1
 SL1343  NAD 27      -  47 33 04.89011(N)    097 42 26.13053(W) AD(       ) 1
 SL1343  NGVD 29 (07/19/86)  378.23   (m)         1240.9    (f) LEVELING    3  
 SL1343
 SL1343.Superseded values are not recommended for survey control.
 SL1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1343.See file dsdata.txt to determine how the superseded data were derived.
 SL1343
 SL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9723767246(NAD 83)
 SL1343_MARKER: DS = TRIANGULATION STATION DISK
 SL1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1343_SP_SET: CONCRETE POST
 SL1343_STAMPING: GOLDEN LAKE 2 1965
 SL1343_MARK LOGO: CGS   
 SL1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1343+STABILITY: SURFACE MOTION
 SL1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1343+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1991
 SL1343
 SL1343  HISTORY     - Date     Condition        Report By
 SL1343  HISTORY     - 1965     MONUMENTED       CGS
 SL1343  HISTORY     - 1965     GOOD             CGS
 SL1343  HISTORY     - 1967     GOOD             CGS
 SL1343  HISTORY     - 1973     GOOD             NGS
 SL1343  HISTORY     - 19910730 GOOD             NGS
 SL1343  HISTORY     - 19911004 GOOD             NGS
 SL1343  HISTORY     - 20000815 GOOD             NDHD
 SL1343
 SL1343                          STATION DESCRIPTION
 SL1343
 SL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 SL1343'THE STATION IS ABOUT 6 MILES EAST AND 2 MILES NORTH OF FINLEY
 SL1343'AND IS NEAR THE CENTER OF THE WEST SIDE OF SEC. 17, T. 147
 SL1343'N., R. 55 W,. THE STATION MARK IS 54 FEET EAST OF THE CENTERLINE
 SL1343'OF A SECTION-LINE ROAD, 30 FEET NORTH OF A TELEPHONE POLE
 SL1343'AND 2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE MARK
 SL1343'PROJECTS 3 INCHES AND THE DISK IS STAMPED GOLDEN LAKE 2 1965.
 SL1343'
 SL1343'TO REACH FROM FINLEY, FROM THE JUNCTION OF STATE HIGHWAYS 7
 SL1343'AND 32 IN THE NORTHEAST EDGE OF TOWN, GO EAST ON STATE HIGHWAY
 SL1343'7 FOR 6.1 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR
 SL1343'2.15 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  TO
 SL1343'REACH THE AZIMUTH MARK CONTINUE NORTH FOR 0.4 MILE TO CROSSROADS
 SL1343'AND MARK IN SOUTHEAST ANGLE.
 SL1343'
 SL1343'R.M. NO. 1 IS NORTH OF THE STATION AND IS 54 FEET EAST OF THE
 SL1343'CENTERLINE OF THE ROAD.  THE MARK IS FLUSH WITH THE GROUND
 SL1343'AND THE DISK IS STAMPED GOLDEN LAKE 2 NO 1 1965.
 SL1343'
 SL1343'R.M. NO. 2 IS SOUTH OF THE STATION, 54 FEET EAST OF THE
 SL1343'CENTERLINE OF THE ROAD AND 1.5 FEET NORTH OF A TELEPHONE
 SL1343'POLE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 SL1343'GOLDEN LAKE 2 NO 2 1965.
 SL1343'
 SL1343'THE AZIMUTH MARK IS NORTH OF THE STATION, IN THE SOUTHEAST ANGLE
 SL1343'OF CROSSROADS, 33 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 SL1343'ROAD, 31 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SL1343'ROAD, 22.5 FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT
 SL1343'SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 1 INCH AND
 SL1343'THE DISK IS STAMPED GOLDEN LAKE NO 2 1941.
 SL1343'
 SL1343'THERE IS AN AZIMUTH MARK LOCATED ABOUT 0.3 MILE SOUTH OF THE
 SL1343'STATION BUT THIS MARK WAS NOT VISIBLE FROM THE GROUND.  IT IS
 SL1343'ABOUT 44 FEET EAST OF THE CENTERLINE OF THE ROAD AND THE
 SL1343'DISK IS STAMPED GOLDEN LAKE NO 1 1941.
 SL1343
 SL1343                          STATION RECOVERY (1965)
 SL1343
 SL1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 SL1343'RECOVERED IN GOOD CONDITION.
 SL1343
 SL1343                          STATION RECOVERY (1967)
 SL1343
 SL1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1343'THE STATION WAS RECOVERED AS DESCRIBED BY W.G. TWADDLE IN 1965.
 SL1343
 SL1343                          STATION RECOVERY (1973)
 SL1343
 SL1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 SL1343'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 SL1343'AZIMUTH MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION
 SL1343'AS REPORTED IN 1965.  AZIMUTH MARK NO. 1 TO THE SOUTH IS
 SL1343'BLOCKED BY A BARN ON LINE.
 SL1343'
 SL1343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2
 SL1343'MILES ENE OF FINLEY
 SL1343
 SL1343                          STATION RECOVERY (1991)
 SL1343
 SL1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SL1343'THE 1965 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.  THE
 SL1343'CORRECT TO REACH IS FROM THE JUNCTION OF STATE HIGHWAYS 200 AND 32 IN
 SL1343'THE NORTHEAST EDGE OF TOWN, GO EAST ON HIGHWAY 200 FOR 9.8 KM.
 SL1343'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) EAST-NORTHEAST OF
 SL1343'FINLEY, ON THE EAST RIGHT-OF-WAY OF A SECTION LINE ROAD.
 SL1343'OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 SL1343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 200 IN
 SL1343'THE NORTHEAST EDGE OF FINLEY, GO EAST ON HIGHWAY 200 FOR 9.81 KM
 SL1343'(6.10 MI) TO A CROSSROAD.  TURN LEFT, NORTH, ON SECTION LINE ROAD FOR
 SL1343'3.46 KM (2.15 MI) TO THE STATION ON THE RIGHT.
 SL1343'THE STATION IS LOCATED 16.46 M (54.00 FT) EAST FROM THE CENTER OF THE
 SL1343'SECTION LINE ROAD, 9.14 M (29.99 FT) NORTH FROM A UTILITY POLE, 0.6 M
 SL1343'(2.0 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST AND PROJECTS 5 CM
 SL1343'ABOVE GROUND.
 SL1343
 SL1343                          STATION RECOVERY (1991)
 SL1343
 SL1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SL1343'RECOVERED IN GOOD CONDITION.
 SL1343
 SL1343                          STATION RECOVERY (2000)
 SL1343
 SL1343'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL1343'STAMPED 'GOLDEN LAKE 2 1965'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1011 ***********************************************************************
 SL1011  DESIGNATION -  GOLDEN LAKE AZ MK 1
 SL1011  PID         -  SL1011
 SL1011  STATE/COUNTY-  ND/STEELE
 SL1011  USGS QUAD   -  GOLDEN LAKE (1970)
 SL1011
 SL1011                         *CURRENT SURVEY CONTROL
 SL1011  ___________________________________________________________________
 SL1011* NAD 83(1986)-  47 32 49.     (N)    097 42 26.     (W)     SCALED    
 SL1011* NAVD 88     -       379.740  (meters)    1245.86   (feet)  ADJUSTED  
 SL1011  ___________________________________________________________________
 SL1011  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL1011  DYNAMIC HT  -         379.788 (meters)    1246.02  (feet)  COMP
 SL1011  MODELED GRAV-     980,727.5   (mgal)                       NAVD 88
 SL1011
 SL1011  VERT ORDER  -  SECOND    CLASS 0
 SL1011
 SL1011.The horizontal coordinates were scaled from a topographic map and have
 SL1011.an estimated accuracy of +/- 6 seconds.
 SL1011
 SL1011.The orthometric height was determined by differential leveling
 SL1011.and adjusted by the National Geodetic Survey in June 1991..
 SL1011
 SL1011.The geoid height was determined by GEOID03.
 SL1011
 SL1011.The dynamic height is computed by dividing the NAVD 88
 SL1011.geopotential number by the normal gravity value computed on the
 SL1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1011.degrees latitude (g = 980.6199 gals.).
 SL1011
 SL1011.The modeled gravity was interpolated from observed gravity values.
 SL1011
 SL1011;                    North         East    Units  Estimated Accuracy
 SL1011;SPC ND N     -    64,620.      810,180.      MT  (+/- 180 meters Scaled)
 SL1011
 SL1011                          SUPERSEDED SURVEY CONTROL
 SL1011
 SL1011  NGVD 29 (??/??/92)  379.38   (m)         1244.7    (f) COMPUTED    2 0
 SL1011
 SL1011.Superseded values are not recommended for survey control.
 SL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1011.See file dsdata.txt to determine how the superseded data were derived.
 SL1011
 SL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT972667(NAD 83)
 SL1011_MARKER: DR = REFERENCE MARK DISK
 SL1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1011_STAMPING: GOLDEN LAKE NO 1 1941
 SL1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1011+STABILITY: SURFACE MOTION
 SL1011
 SL1011  HISTORY     - Date     Condition        Report By
 SL1011  HISTORY     - 1941     MONUMENTED       CGS
 SL1011  HISTORY     - 1963     GOOD             NGS
 SL1011
 SL1011                          STATION DESCRIPTION
 SL1011
 SL1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL1011'8.05 MI NE FROM FINLEY.
 SL1011'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1011'FINLEY, THENCE 1.85 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 17,
 SL1011'T 147 N, R 55 W, ABOUT 0.5 MILE SOUTHWEST OF GOLDEN LAKE 1941, ABOUT
 SL1011'0.1 MILE SOUTH OF A FARMHOUSE, 43 FEET EAST OF THE CENTER LINE OF THE
 SL1011'ROAD, 3 FEET WEST OF A FENCE, 0.7 FOOT SOUTH OF A METAL WITNESS POST,
 SL1011'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SL1011'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1009 ***********************************************************************
 SL1009  DESIGNATION -  GOLDEN LAKE AZ MK 2
 SL1009  PID         -  SL1009
 SL1009  STATE/COUNTY-  ND/STEELE
 SL1009  USGS QUAD   -  GOLDEN LAKE (1970)
 SL1009
 SL1009                         *CURRENT SURVEY CONTROL
 SL1009  ___________________________________________________________________
 SL1009* NAD 83(1986)-  47 33 25.     (N)    097 42 27.     (W)     SCALED    
 SL1009* NAVD 88     -       379.869  (meters)    1246.29   (feet)  ADJUSTED  
 SL1009  ___________________________________________________________________
 SL1009  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 SL1009  DYNAMIC HT  -         379.917 (meters)    1246.44  (feet)  COMP
 SL1009  MODELED GRAV-     980,729.0   (mgal)                       NAVD 88
 SL1009
 SL1009  VERT ORDER  -  SECOND    CLASS 0
 SL1009
 SL1009.The horizontal coordinates were scaled from a topographic map and have
 SL1009.an estimated accuracy of +/- 6 seconds.
 SL1009
 SL1009.The orthometric height was determined by differential leveling
 SL1009.and adjusted by the National Geodetic Survey in June 1991..
 SL1009
 SL1009.The geoid height was determined by GEOID03.
 SL1009
 SL1009.The dynamic height is computed by dividing the NAVD 88
 SL1009.geopotential number by the normal gravity value computed on the
 SL1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1009.degrees latitude (g = 980.6199 gals.).
 SL1009
 SL1009.The modeled gravity was interpolated from observed gravity values.
 SL1009
 SL1009;                    North         East    Units  Estimated Accuracy
 SL1009;SPC ND N     -    65,730.      810,120.      MT  (+/- 180 meters Scaled)
 SL1009
 SL1009                          SUPERSEDED SURVEY CONTROL
 SL1009
 SL1009  NGVD 29 (??/??/92)  379.510  (m)         1245.11   (f) ADJ UNCH    2 0
 SL1009
 SL1009.Superseded values are not recommended for survey control.
 SL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1009.See file dsdata.txt to determine how the superseded data were derived.
 SL1009
 SL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT972678(NAD 83)
 SL1009_MARKER: DR = REFERENCE MARK DISK
 SL1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1009_STAMPING: GOLDEN LAKE NO 2 1941
 SL1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1009+STABILITY: SURFACE MOTION
 SL1009
 SL1009  HISTORY     - Date     Condition        Report By
 SL1009  HISTORY     - 1941     MONUMENTED       CGS
 SL1009  HISTORY     - 1963     GOOD             NGS
 SL1009
 SL1009                          STATION DESCRIPTION
 SL1009
 SL1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL1009'8.8 MI N FROM FINLEY.
 SL1009'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1009'FINLEY, THENCE 2.6 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 17, T
 SL1009'147 N, R 55 W, ABOUT 0.5 MILE NORTHWEST OF GOLDEN LAKE 1941, 40 FEET
 SL1009'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 28 FEET EAST OF THE
 SL1009'CENTER LINE OF THE ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 SL1009'EAST-WEST ROAD, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 SL1009'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL1009'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0735 ***********************************************************************
 SO0735  DESIGNATION -  GOLDEN VALLEY LUTH CH SPIRE
 SO0735  PID         -  SO0735
 SO0735  STATE/COUNTY-  ND/MERCER
 SO0735  USGS QUAD   -  GOLDEN VALLEY (1973)
 SO0735
 SO0735                         *CURRENT SURVEY CONTROL
 SO0735  ___________________________________________________________________
 SO0735* NAD 83(1996)-  47 17 29.70741(N)    102 04 09.34240(W)     ADJUSTED  
 SO0735* NAVD 88     -                                                        
 SO0735  ___________________________________________________________________
 SO0735  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 SO0735  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 SO0735
 SO0735  HORZ ORDER  -  THIRD
 SO0735
 SO0735.The horizontal coordinates were established by classical geodetic methods
 SO0735.and adjusted by the National Geodetic Survey in January 1998..
 SO0735
 SO0735
 SO0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0735
 SO0735.The geoid height was determined by GEOID03.
 SO0735
 SO0735;                    North         East     Units Scale Factor Converg.
 SO0735;SPC ND S     -   181,810.485   481,310.836   MT  0.99996764   -1 08 40.5
 SO0735;SPC ND S     -   596,491.09  1,579,103.79   iFT  0.99996764   -1 08 40.5
 SO0735;UTM  13      - 5,241,733.889   721,588.362   MT  1.00020348   +2 09 15.9
 SO0735;UTM  14      - 5,242,137.198   267,938.874   MT  1.00026188   -2 15 22.8
 SO0735
 SO0735                          SUPERSEDED SURVEY CONTROL
 SO0735
 SO0735  NAD 83(1986)-  47 17 29.70448(N)    102 04 09.33394(W) AD(       ) 4
 SO0735  NAD 27      -  47 17 29.68563(N)    102 04 07.71440(W) AD(       ) 3
 SO0735
 SO0735.Superseded values are not recommended for survey control.
 SO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0735.See file dsdata.txt to determine how the superseded data were derived.
 SO0735
 SO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN2158841734(NAD 83)
 SO0735_MARKER: 90 = CHURCH SPIRE
 SO0735
 SO0735  HISTORY     - Date     Condition        Report By
 SO0735  HISTORY     - 1951     FIRST OBSERVED   CGS
 SO0735
 SO0735                          STATION DESCRIPTION
 SO0735
 SO0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0735'THE STATION IS LOCATED AT THE WEST EDGE OF GOLDEN VALLEY, 2
 SO0735'BLOCKS NORTH OF THE MAIN STREET.
 SO0735'
 SO0735'THE BUILDING IS CONSTRUCTED OF WOOD, IS PAINTED WHITE, AND HAS
 SO0735'A GREEN SHINGLED ROOF.  THERE IS A BELFRY AND SPIRE AT THE
 SO0735'EAST EDGE OF THE BUILDING.  THE ROOF OF THE SPIRE IS OCTAGON
 SO0735'SHAPED AND THERE IS A SILVER BALL AND A SILVER CROSS AT ITS
 SO0735'APEX.  THE POINT OBSERVED WAS THE FINIAL AT THE APEX OF THE
 SO0735'SPIRE AND ITS BASE IS 52 FEET ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0471 ***********************************************************************
 RS0471  DESIGNATION -  GOLVA
 RS0471  PID         -  RS0471
 RS0471  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0471  USGS QUAD   -  THELAN (1980)
 RS0471
 RS0471                         *CURRENT SURVEY CONTROL
 RS0471  ___________________________________________________________________
 RS0471* NAD 83(1996)-  46 46 54.73420(N)    103 59 12.55895(W)     ADJUSTED  
 RS0471* NAVD 88     -       893.     (meters)    2930.     (feet)  SCALED    
 RS0471  ___________________________________________________________________
 RS0471  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 RS0471  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 RS0471
 RS0471  HORZ ORDER  -  FIRST
 RS0471
 RS0471.The horizontal coordinates were established by classical geodetic methods
 RS0471.and adjusted by the National Geodetic Survey in January 1998..
 RS0471
 RS0471.The orthometric height was scaled from a topographic map.
 RS0471
 RS0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0471
 RS0471.The geoid height was determined by GEOID03.
 RS0471
 RS0471;                    North         East     Units Scale Factor Converg.
 RS0471;SPC ND S     -   129,870.467   333,833.314   MT  0.99993627   -2 32 35.6
 RS0471;SPC ND S     -   426,084.21  1,095,253.65   iFT  0.99993627   -2 32 35.6
 RS0471;SPC MT       -   296,144.988 1,020,414.055   MT  0.99940071   +4 01 58.5
 RS0471;SPC MT       -   971,604.29  3,347,815.14   iFT  0.99940071   +4 01 58.5
 RS0471;UTM  13      - 5,181,423.002   577,340.127   MT  0.99967352   +0 44 18.2
 RS0471
 RS0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0471!SPC ND S     -   0.99986260  x   0.99993627  =   0.99979887
 RS0471!SPC MT       -   0.99986260  x   0.99940071  =   0.99926339
 RS0471!UTM  13      -   0.99986260  x   0.99967352  =   0.99953616
 RS0471
 RS0471:                Primary Azimuth Mark                     Grid Az
 RS0471:SPC ND S     -  GOLVA RM 3 AZIMUTH                       002 36 53.2
 RS0471:SPC MT       -  GOLVA RM 3 AZIMUTH                       356 02 19.1
 RS0471:UTM  13      -  GOLVA RM 3 AZIMUTH                       359 19 59.4
 RS0471
 RS0471|---------------------------------------------------------------------|
 RS0471| PID    Reference Object                     Distance      Geod. Az  |
 RS0471|                                                           dddmmss.s |
 RS0471| CQ7692 GOLVA RM 3 AZIMUTH                                 0000417.6 |
 RS0471| CQ7691 GOLVA RM 2                           22.146 METERS 08329     |
 RS0471| CQ7690 GOLVA RM 1                           15.000 METERS 17700     |
 RS0471|---------------------------------------------------------------------|
 RS0471
 RS0471                          SUPERSEDED SURVEY CONTROL
 RS0471
 RS0471  NAD 83(1986)-  46 46 54.73018(N)    103 59 12.55194(W) AD(       ) 1
 RS0471  NAD 27      -  46 46 54.68500(N)    103 59 10.81200(W) AD(       ) 1
 RS0471
 RS0471.Superseded values are not recommended for survey control.
 RS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0471.See file dsdata.txt to determine how the superseded data were derived.
 RS0471
 RS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM7734081423(NAD 83)
 RS0471_MARKER: DS = TRIANGULATION STATION DISK
 RS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0471
 RS0471  HISTORY     - Date     Condition        Report By
 RS0471  HISTORY     - 1934     MONUMENTED       CGS
 RS0471
 RS0471                          STATION DESCRIPTION
 RS0471
 RS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0471'THE STATION IS LOCATED JUST WEST OF THE FENCE LINE AT THE WEST
 RS0471'SIDE OF THE ROAD ON THE HIGHEST POINT IN THE VICINITY, ABOUT
 RS0471'9.0 MILES SOUTH OF BEACH AND 3.0 MILES NORTH OF GOLVA ON
 RS0471'STATE HIGHWAY 16.
 RS0471'
 RS0471'TO REACH FROM BEACH GO EAST ON THE ROAD THAT LEADS ALONG THE
 RS0471'SOUTH SIDE OF THE RAILROAD TRACKS FOR 0.9 MILE, TURN RIGHT
 RS0471'ONTO STATE HIGHWAY 16 AND GO SOUTH 9.0 MILES TO THE STATION.
 RS0471'
 RS0471'REFERENCE MARK NO. 3 (AZIMUTH) IS ABOUT 1/2 MILE NORTH OF THE
 RS0471'STATION, TO THE WEST SIDE OF THE HIGHWAY JUST INSIDE OF THE
 RS0471'FENCE LINE.
 RS0471'
 RS0471'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 RS0471'DISKS SET IN CONCRETE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1962 ***********************************************************************
 TG1962  DESIGNATION -  GOOD
 TG1962  PID         -  TG1962
 TG1962  STATE/COUNTY-  ND/DIVIDE
 TG1962  USGS QUAD   -  
 TG1962
 TG1962                         *CURRENT SURVEY CONTROL
 TG1962  ___________________________________________________________________
 TG1962* NAD 83(1996)-  49 00 15.41978(N)    103 12 40.56274(W)     ADJUSTED  
 TG1962* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 TG1962  ___________________________________________________________________
 TG1962  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 TG1962  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG1962
 TG1962  HORZ ORDER  -  THIRD
 TG1962
 TG1962.The horizontal coordinates were established by classical geodetic methods
 TG1962.and adjusted by the National Geodetic Survey in January 1998..
 TG1962
 TG1962.The orthometric height was scaled from a topographic map.
 TG1962
 TG1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1962
 TG1962.The geoid height was determined by GEOID03.
 TG1962
 TG1962;                    North         East     Units Scale Factor Converg.
 TG1962;SPC ND N     -   226,346.679   401,656.805   MT  1.00006504   -2 01 03.2
 TG1962;SPC ND N     -   742,607.21  1,317,771.67   iFT  1.00006504   -2 01 03.2
 TG1962;UTM  13      - 5,429,473.403   630,818.260   MT  0.99981024   +1 21 00.9
 TG1962
 TG1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1962!SPC ND N     -   0.99991078  x   1.00006504  =   0.99997582
 TG1962!UTM  13      -   0.99991078  x   0.99981024  =   0.99972104
 TG1962
 TG1962:                Primary Azimuth Mark                     Grid Az
 TG1962:SPC ND N     -  HANSEN                                   088 53 03.7
 TG1962:UTM  13      -  HANSEN                                   085 30 59.6
 TG1962
 TG1962|---------------------------------------------------------------------|
 TG1962| PID    Reference Object                     Distance      Geod. Az  |
 TG1962|                                                           dddmmss.s |
 TG1962| TG1967 HANSEN                              APPROX. 7.2 KM 0865200.5 |
 TG1962|---------------------------------------------------------------------|
 TG1962
 TG1962                          SUPERSEDED SURVEY CONTROL
 TG1962
 TG1962  NAD 83(1986)-  49 00 15.42162(N)    103 12 40.55487(W) AD(       ) 3
 TG1962
 TG1962.Superseded values are not recommended for survey control.
 TG1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1962.See file dsdata.txt to determine how the superseded data were derived.
 TG1962
 TG1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3081829473(NAD 83)
 TG1962_MARKER: DD = SURVEY DISK
 TG1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1962+STABILITY: SURFACE MOTION
 TG1962
 TG1962  HISTORY     - Date     Condition        Report By
 TG1962  HISTORY     - 1911     MONUMENTED       IBC
 TG1962
 TG1962                          STATION DESCRIPTION
 TG1962
 TG1962'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1962'ABOUT ONE - HALF MILE NORTHWEST OF INTERNATIONAL BOUNDARY MONUMENT
 TG1962'610, IN SE 1/4 SECTION 1, TOWNSHIP 1, RANGE 10 W, SECOND MERIDIAN.
 TG1962'THE STATION IS ON A SMALL HILL.
 TG1962'
 TG1962'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TG1962'CONCRETE BLOCK BURIED 20 INCHES IN THE GROUND, WITH A FEW ROCKS
 TG1962'PLACED IN THE HOLE BEFORE FILLING WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1561 ***********************************************************************
 SN1561  DESIGNATION -  GOODRICH
 SN1561  PID         -  SN1561
 SN1561  STATE/COUNTY-  ND/SHERIDAN
 SN1561  USGS QUAD   -  GOODRICH EAST (1978)
 SN1561
 SN1561                         *CURRENT SURVEY CONTROL
 SN1561  ___________________________________________________________________
 SN1561* NAD 83(1996)-  47 29 02.41342(N)    100 06 27.33606(W)     ADJUSTED  
 SN1561* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 SN1561  ___________________________________________________________________
 SN1561  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 SN1561  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 SN1561
 SN1561  HORZ ORDER  -  THIRD
 SN1561
 SN1561.The horizontal coordinates were established by classical geodetic methods
 SN1561.and adjusted by the National Geodetic Survey in January 1998..
 SN1561
 SN1561.The orthometric height was scaled from a topographic map.
 SN1561
 SN1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1561
 SN1561.The geoid height was determined by GEOID03.
 SN1561
 SN1561;                    North         East     Units Scale Factor Converg.
 SN1561;SPC ND N     -    53,887.222   629,573.885   MT  0.99999042   +0 17 31.2
 SN1561;SPC ND N     -   176,795.35  2,065,531.12   iFT  0.99999042   +0 17 31.2
 SN1561;UTM  14      - 5,259,546.477   416,558.455   MT  0.99968556   -0 48 59.2
 SN1561
 SN1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1561!SPC ND N     -   0.99990871  x   0.99999042  =   0.99989913
 SN1561!UTM  14      -   0.99990871  x   0.99968556  =   0.99959430
 SN1561
 SN1561|---------------------------------------------------------------------|
 SN1561| PID    Reference Object                     Distance      Geod. Az  |
 SN1561|                                                           dddmmss.s |
 SN1561| CO5064 GOODRICH RM 1                        17.120 METERS 11632     |
 SN1561| SN1565 GOODRICH MUNICIPAL TANK             APPROX. 1.6 KM 2384230.7 |
 SN1561| CO5063 GOODRICH AZ MK                                     2532648.2 |
 SN1561| SN1563 DENHOFF MICROWAVE MAST              APPROX.11.1 KM 2563003.9 |
 SN1561| CO5065 GOODRICH RM 2                         6.550 METERS 35429     |
 SN1561|---------------------------------------------------------------------|
 SN1561
 SN1561                          SUPERSEDED SURVEY CONTROL
 SN1561
 SN1561  NAD 83(1986)-  47 29 02.41987(N)    100 06 27.33408(W) AD(       ) 3
 SN1561  NAD 27      -  47 29 02.42670(N)    100 06 25.87590(W) AD(       ) 3
 SN1561
 SN1561.Superseded values are not recommended for survey control.
 SN1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1561.See file dsdata.txt to determine how the superseded data were derived.
 SN1561
 SN1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT1655859546(NAD 83)
 SN1561_MARKER: DS = TRIANGULATION STATION DISK
 SN1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1561
 SN1561  HISTORY     - Date     Condition        Report By
 SN1561  HISTORY     - 1962     MONUMENTED       CGS
 SN1561
 SN1561                          STATION DESCRIPTION
 SN1561
 SN1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1561'THE STATION IS LOCATED 1/2 MILE EAST AND 1/2 MILE NORTH OF
 SN1561'THE TOWN OF GOODRICH, IN THE NE 1/4 OF SEC. 9, T 146N, R74W,
 SN1561'NEXT TO A FARM HOUSE.
 SN1561'
 SN1561'TO REACH FROM THE POST OFFICE IN GOODRICH, GO SOUTH 1/2 BLOCK,
 SN1561'TURN LEFT AND GO EAST FOR 0.3 MILE TO THE JUNCTION OF STATE
 SN1561'HIGHWAY 7.  TURN LEFT AND GO NORTH ON STATE ROUTE 7 FOR 0.55
 SN1561'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.25
 SN1561'MILE TO A FORK.  KEEP RIGHT FORK LEAVING STATE ROUTE 7 AND
 SN1561'CONTINUE NORTH FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 SN1561'EAST ON GRAVELED ROAD FOR 0.55 MILE TO THE ENTRANCE TO A FARM
 SN1561'HOME ON THE RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD SOUTH FOR
 SN1561'0.15 MILE TO A FARM HOUSE AND THE STATION ON THE RIGHT.
 SN1561'
 SN1561'THE STATION MARK IS A STANDARD DISK, STAMPED GOODRICH 1962, AND
 SN1561'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1561'IS FLUSH WITH THE GROUND.  IT IS 1057 FEET SOUTH OF A T ROAD,
 SN1561'56 FEET WEST OF TRACK ROAD, 44.6 FEET SOUTH OF POWER POLE, 29
 SN1561'FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 4.3 FEET SOUTHEAST
 SN1561'OF WITNESS POST AND 2.5 FEET EAST OF FENCE.
 SN1561'
 SN1561'REFERENCE MARK NO. 1, STAMPED GOODRICH NO 1 1962, AND SET IN
 SN1561'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1561'WITH THE GROUND IS 88.8 FEET SOUTHEAST OF POWER POLE, 60
 SN1561'FEET SOUTHEAST OF WITNESS POST AND 10 FEET WEST OF TRACK ROAD.
 SN1561'IT IS A STANDARD DISK.
 SN1561'
 SN1561'REFERENCE MARK NO. 2, STAMPED GOODRICH NO 2 1962, AND SET
 SN1561'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1561'WITH THE GROUND IS 47 FEET WEST OF A TRACK ROAD, 32 FEET SOUTH
 SN1561'OF POWER POLE AND 18 FEET NORTH OF WITNESS POST.  IT IS A
 SN1561'STANDARD DISK.
 SN1561'
 SN1561'THE AZIMUTH MARK, STAMPED GOODRICH 1962, IS A STANDARD DISK
 SN1561'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1561'PROJECTS 4 INCHES.  IT IS 101 FEET EAST OF CENTER OF STATE
 SN1561'ROUTE 7, 71 FEET SOUTH OF POWER POLE, 2.5 FEET NORTH OF WITNESS
 SN1561'POST AND 1 FOOT WEST OF FENCE.
 SN1561'
 SN1561'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 69.99 FEET AND
 SN1561'21.332 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1560 ***********************************************************************
 SN1560  DESIGNATION -  GOODRICH DOERING GRAIN CO ELEV
 SN1560  PID         -  SN1560
 SN1560  STATE/COUNTY-  ND/SHERIDAN
 SN1560  USGS QUAD   -  GOODRICH EAST (1978)
 SN1560
 SN1560                         *CURRENT SURVEY CONTROL
 SN1560  ___________________________________________________________________
 SN1560* NAD 83(1996)-  47 28 36.32003(N)    100 07 20.68350(W)     ADJUSTED  
 SN1560* NAVD 88     -                                                        
 SN1560  ___________________________________________________________________
 SN1560  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 SN1560  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 SN1560
 SN1560  HORZ ORDER  -  THIRD
 SN1560
 SN1560.The horizontal coordinates were established by classical geodetic methods
 SN1560.and adjusted by the National Geodetic Survey in January 1998..
 SN1560
 SN1560
 SN1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1560
 SN1560.The geoid height was determined by GEOID03.
 SN1560
 SN1560;                    North         East     Units Scale Factor Converg.
 SN1560;SPC ND N     -    53,075.802   628,461.026   MT  0.99999175   +0 16 51.5
 SN1560;SPC ND N     -   174,133.21  2,061,880.01   iFT  0.99999175   +0 16 51.5
 SN1560;UTM  14      - 5,258,756.976   415,430.452   MT  0.99968789   -0 49 38.2
 SN1560
 SN1560                          SUPERSEDED SURVEY CONTROL
 SN1560
 SN1560  NAD 83(1986)-  47 28 36.32635(N)    100 07 20.68120(W) AD(       ) 4
 SN1560  NAD 27      -  47 28 36.33300(N)    100 07 19.21700(W) AD(       ) 3
 SN1560
 SN1560.Superseded values are not recommended for survey control.
 SN1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1560.See file dsdata.txt to determine how the superseded data were derived.
 SN1560
 SN1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT1543058757(NAD 83)
 SN1560_MARKER: 65 = GRAIN ELEVATOR
 SN1560
 SN1560  HISTORY     - Date     Condition        Report By
 SN1560  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1560
 SN1560                          STATION DESCRIPTION
 SN1560
 SN1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1560'THIS INTERSECTION STATION IS LOCATED IN THE NE PART OF GOODRICH,
 SN1560'20 PACES S OF THE MISSOURI-PACIFIC RAILROAD, 60 PACES N OF
 SN1560'AN E-W GRAVEL ROAD, 35 PACES W OF A SILVER ELEVATOR.
 SN1560'
 SN1560'THE ELEVATOR IS CONSTRUCTED OF WOOD, PAINTED RED, WITH THE
 SN1560'SIGN G. DOERING GRAIN CO. IN WHITE LETTERS ON THE N AND S
 SN1560'SIDES.  IT WAS BUILT IN 1912 AND IS APPROXIMATELY 90 FEET HIGH.
 SN1560'
 SN1560'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1565 ***********************************************************************
 SN1565  DESIGNATION -  GOODRICH MUNICIPAL TANK
 SN1565  PID         -  SN1565
 SN1565  STATE/COUNTY-  ND/SHERIDAN
 SN1565  USGS QUAD   -  GOODRICH WEST (1978)
 SN1565
 SN1565                         *CURRENT SURVEY CONTROL
 SN1565  ___________________________________________________________________
 SN1565* NAD 83(1996)-  47 28 34.78406(N)    100 07 34.37182(W)     ADJUSTED  
 SN1565* NAVD 88     -                                                        
 SN1565  ___________________________________________________________________
 SN1565  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 SN1565  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 SN1565
 SN1565  HORZ ORDER  -  THIRD
 SN1565
 SN1565.The horizontal coordinates were established by classical geodetic methods
 SN1565.and adjusted by the National Geodetic Survey in January 1998..
 SN1565
 SN1565
 SN1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1565
 SN1565.The geoid height was determined by GEOID03.
 SN1565
 SN1565;                    North         East     Units Scale Factor Converg.
 SN1565;SPC ND N     -    53,026.969   628,174.656   MT  0.99999183   +0 16 41.3
 SN1565;SPC ND N     -   173,973.00  2,060,940.47   iFT  0.99999183   +0 16 41.3
 SN1565;UTM  14      - 5,258,713.703   415,143.278   MT  0.99968849   -0 49 48.2
 SN1565
 SN1565                          SUPERSEDED SURVEY CONTROL
 SN1565
 SN1565  NAD 83(1986)-  47 28 34.79055(N)    100 07 34.36940(W) AD(       ) 4
 SN1565  NAD 27      -  47 28 34.79900(N)    100 07 32.91000(W) AD(       ) 3
 SN1565
 SN1565.Superseded values are not recommended for survey control.
 SN1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1565.See file dsdata.txt to determine how the superseded data were derived.
 SN1565
 SN1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT1514358714(NAD 83)
 SN1565_MARKER: 53 = ELEVATED TANK
 SN1565
 SN1565  HISTORY     - Date     Condition        Report By
 SN1565  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1565
 SN1565                          STATION DESCRIPTION
 SN1565
 SN1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1565'THIS INTERSECTION STATION IS LOCATED IN THE WESTERN PART OF
 SN1565'THE TOWN OF GOODRICH, 35 PACES N OF STATE HIGHWAY 7, 200 PACES
 SN1565'S OF THE FARMERS ELEVATOR, 50 PACES W OF A N-S GRAVEL ROAD AND
 SN1565'20 PACES E OF AN ALLEY.
 SN1565'
 SN1565'THE TANK IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS, PAINTED
 SN1565'BLACK.  THE TANK PROPER IS PAINTED BLACK AND THE CONICAL ROOF
 SN1565'IS PAINTED SILVER.  THE SIGN GOODRICH IS PAINTED IN WHITE ON
 SN1565'THE E AND W SIDES.  THE TANK WAS BUILT IN 1918 AND IS ABOUT
 SN1565'120 FEET HIGH.  THE POINT LOCATED WAS THE CENTER OF THE CONICAL
 SN1565'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1218 ***********************************************************************
 SM1218  DESIGNATION -  GOOSE
 SM1218  PID         -  SM1218
 SM1218  STATE/COUNTY-  ND/WELLS
 SM1218  USGS QUAD   -  HARVEY (1986)
 SM1218
 SM1218                         *CURRENT SURVEY CONTROL
 SM1218  ___________________________________________________________________
 SM1218* NAD 83(1996)-  47 50 38.59268(N)    099 56 28.44233(W)     ADJUSTED  
 SM1218* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 SM1218  ___________________________________________________________________
 SM1218  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 SM1218  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 SM1218
 SM1218  HORZ ORDER  -  FIRST
 SM1218
 SM1218.The horizontal coordinates were established by classical geodetic methods
 SM1218.and adjusted by the National Geodetic Survey in January 1998..
 SM1218
 SM1218.The orthometric height was scaled from a topographic map.
 SM1218
 SM1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1218
 SM1218.The geoid height was determined by GEOID03.
 SM1218
 SM1218;                    North         East     Units Scale Factor Converg.
 SM1218;SPC ND N     -    93,993.878   641,820.940   MT  0.99994462   +0 24 56.9
 SM1218;SPC ND N     -   308,378.86  2,105,711.75   iFT  0.99994462   +0 24 56.9
 SM1218;UTM  14      - 5,299,396.486   429,577.149   MT  0.99966094   -0 41 52.0
 SM1218
 SM1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1218!SPC ND N     -   0.99992476  x   0.99994462  =   0.99986938
 SM1218!UTM  14      -   0.99992476  x   0.99966094  =   0.99958572
 SM1218
 SM1218:                Primary Azimuth Mark                     Grid Az
 SM1218:SPC ND N     -  HARVEY MUNICIPAL TANK                    174 02 20.9
 SM1218:UTM  14      -  HARVEY MUNICIPAL TANK                    175 09 09.8
 SM1218
 SM1218|---------------------------------------------------------------------|
 SM1218| PID    Reference Object                     Distance      Geod. Az  |
 SM1218|                                                           dddmmss.s |
 SM1218| SM1217 HARVEY MUNICIPAL TANK               APPROX. 8.3 KM 1742717.8 |
 SM1218| SM1216 HARVEY ST CECILIAS CATH CHURCH      APPROX. 8.6 KM 1745741.6 |
 SM1218| CO5069 GOOSE AZ MK                                        1753613.9 |
 SM1218| CO5070 GOOSE RM 1                            7.788 METERS 18728     |
 SM1218| CO5071 GOOSE RM 2                            8.308 METERS 35208     |
 SM1218|---------------------------------------------------------------------|
 SM1218
 SM1218                          SUPERSEDED SURVEY CONTROL
 SM1218
 SM1218  NAD 83(1986)-  47 50 38.59688(N)    099 56 28.44305(W) AD(       ) 1
 SM1218  NAD 27      -  47 50 38.59030(N)    099 56 26.99050(W) AD(       ) 1
 SM1218
 SM1218.Superseded values are not recommended for survey control.
 SM1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1218.See file dsdata.txt to determine how the superseded data were derived.
 SM1218
 SM1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2957799396(NAD 83)
 SM1218_MARKER: DS = TRIANGULATION STATION DISK
 SM1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1218
 SM1218  HISTORY     - Date     Condition        Report By
 SM1218  HISTORY     - 1962     MONUMENTED       CGS
 SM1218  HISTORY     - 1969     GOOD             USAF
 SM1218
 SM1218                          STATION DESCRIPTION
 SM1218
 SM1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1218'THE STATION IS LOCATED 5 MILES NORTH OF THE TOWN OF HARVEY,
 SM1218'IN THE NE 1/4 OF SEC. 1, T150N, R73W, ON THE RIGHT SIDE OF
 SM1218'STATE HIGHWAY 3.
 SM1218'
 SM1218'TO REACH FROM THE POST OFFICE IN HARVEY, GO NORTH 1 BLOCK,
 SM1218'TURN RIGHT, WEST, FOR 0.35 MILE TO THE INTERSECTION WITH STATE
 SM1218'HIGHWAY 3, TURN RIGHT, NORTH, AND GO ON STATE HIGHWAY 3 FOR
 SM1218'4.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 SM1218'FOR 0.5 MILE TO THE STATION ON THE LEFT SIDE OF ROAD ABOUT 15
 SM1218'FEET HIGHER THAN THE HIGHWAY.
 SM1218'
 SM1218'THE STATION MARK IS A STANDARD DISK, STAMPED GOOSE 1962, AND
 SM1218'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1218'PROJECTS 2 INCHES.  IT IS LOCATED 4.6 FEET EAST OF THE WITNESS
 SM1218'POST, 106 FEET NORTH OF A T FENCE CORNER POST AND 4.7 FEET
 SM1218'EAST OF FENCE.
 SM1218'
 SM1218'REFERENCE MARK NO. 1, STAMPED GOOSE NO 1 1962, IS A STANDARD
 SM1218'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1218'PROJECTS 1 INCH.  IT IS 1 FOOT EAST OF FENCE, 80 FEET NORTH OF
 SM1218'A T FENCE CORNER POST, AND 98 FEET WEST OF CENTER OF STATE
 SM1218'HIGHWAY 3.
 SM1218'
 SM1218'REFERENCE MARK NO. 2, STAMPED GOOSE NO 2 1962, IS A STANDARD
 SM1218'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1218'IS FLUSH WITH THE GROUND.  IT IS 1 FOOT EAST OF FENCE, 28.1 FEET
 SM1218'NORTH OF THE WITNESS POST AND 98 FEET WEST OF CENTER OF STATE
 SM1218'HIGHWAY 3.
 SM1218'
 SM1218'AZIMUTH MARK, STAMPED GOOSE 1962, IS A STANDARD DISK THAT
 SM1218'PROJECTS 4 INCHES.  IT IS 1 FOOT WEST OF FENCE, 19.6 FEET NORTH
 SM1218'OF FENCE CORNER POST, 1.6 FEET NORTHWEST OF WITNESS POST, AND
 SM1218'112 FEET EAST OF STATE HIGHWAY 3.
 SM1218'
 SM1218'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 52.33 FEET AND 15.949 METERS.
 SM1218
 SM1218                          STATION RECOVERY (1969)
 SM1218
 SM1218'RECOVERY NOTE BY US AIR FORCE 1969
 SM1218'STATION, THE AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 SM1218'RECOVERED IN GOOD CONDITION.  THE WITNESS POSTS WERE INTACT.
 SM1218'
 SM1218'THE ROUTE DESCRIPTION WAS ACCURATE WITH THE EXCEPTION OF THE
 SM1218'MILEAGE (0.3 MILE) GIVEN FOR SEVENTH STREET.  0.5 MILE IS THE
 SM1218'CORRECT MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1963 ***********************************************************************
 TG1963  DESIGNATION -  GOPHER
 TG1963  PID         -  TG1963
 TG1963  STATE/COUNTY-  ND/DIVIDE
 TG1963  USGS QUAD   -  COLGAN WEST (1983)
 TG1963
 TG1963                         *CURRENT SURVEY CONTROL
 TG1963  ___________________________________________________________________
 TG1963* NAD 83(1996)-  48 59 57.83613(N)    103 38 23.52654(W)     ADJUSTED  
 TG1963* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 TG1963  ___________________________________________________________________
 TG1963  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TG1963  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TG1963
 TG1963  HORZ ORDER  -  THIRD
 TG1963
 TG1963.The horizontal coordinates were established by classical geodetic methods
 TG1963.and adjusted by the National Geodetic Survey in January 1998..
 TG1963
 TG1963.The orthometric height was scaled from a topographic map.
 TG1963
 TG1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1963
 TG1963.The geoid height was determined by GEOID03.
 TG1963
 TG1963;                    North         East     Units Scale Factor Converg.
 TG1963;SPC ND N     -   226,995.209   370,296.477   MT  1.00006367   -2 20 11.3
 TG1963;SPC ND N     -   744,734.94  1,214,883.45   iFT  1.00006367   -2 20 11.3
 TG1963;UTM  13      - 5,428,280.198   599,483.361   MT  0.99972158   +1 01 35.7
 TG1963
 TG1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1963!SPC ND N     -   0.99989858  x   1.00006367  =   0.99996224
 TG1963!UTM  13      -   0.99989858  x   0.99972158  =   0.99962018
 TG1963
 TG1963:                Primary Azimuth Mark                     Grid Az
 TG1963:SPC ND N     -  LEDGE                                    112 15 19.5
 TG1963:UTM  13      -  LEDGE                                    108 53 32.5
 TG1963
 TG1963|---------------------------------------------------------------------|
 TG1963| PID    Reference Object                     Distance      Geod. Az  |
 TG1963|                                                           dddmmss.s |
 TG1963| TG1974 LEDGE                               APPROX. 5.9 KM 1095508.2 |
 TG1963|---------------------------------------------------------------------|
 TG1963
 TG1963                          SUPERSEDED SURVEY CONTROL
 TG1963
 TG1963  NAD 83(1986)-  48 59 57.83881(N)    103 38 23.51714(W) AD(       ) 3
 TG1963
 TG1963.Superseded values are not recommended for survey control.
 TG1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1963.See file dsdata.txt to determine how the superseded data were derived.
 TG1963
 TG1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9948328280(NAD 83)
 TG1963_MARKER: DD = SURVEY DISK
 TG1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1963+STABILITY: SURFACE MOTION
 TG1963
 TG1963  HISTORY     - Date     Condition        Report By
 TG1963  HISTORY     - 1911     MONUMENTED       IBC
 TG1963
 TG1963                          STATION DESCRIPTION
 TG1963
 TG1963'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1963'ABOUT 10 METERS NORTH OF THE INTERNATIONAL BOUNDARY APPROXIMATELY
 TG1963'MIDWAY BETWEEN MONUMENTS 595 AND 596, IN SE 1/4 SECTION 2, TOWNSHIP 1,
 TG1963'RANGE 13 W, SECOND MERIDIAN.  THE STATION IS NEAR THE SOUTH END OF A
 TG1963'SMALL HILL.
 TG1963'
 TG1963'STATION MARK--A SMALL CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1963'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0392 ***********************************************************************
 RS0392  DESIGNATION -  GOVERNMENT
 RS0392  PID         -  RS0392
 RS0392  STATE/COUNTY-  ND/STARK
 RS0392  USGS QUAD   -  RICHARDTON SE (1973)
 RS0392
 RS0392                         *CURRENT SURVEY CONTROL
 RS0392  ___________________________________________________________________
 RS0392* NAD 83(1996)-  46 48 49.87407(N)    102 18 26.69950(W)     ADJUSTED  
 RS0392* NAVD 88     -       728.35   (+/-2cm)    2389.6    (feet)  VERTCON   
 RS0392  ___________________________________________________________________
 RS0392  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 RS0392  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 RS0392
 RS0392  HORZ ORDER  -  FIRST
 RS0392  VERT ORDER  -  THIRD ? (See Below)
 RS0392
 RS0392.The horizontal coordinates were established by classical geodetic methods
 RS0392.and adjusted by the National Geodetic Survey in January 1998..
 RS0392
 RS0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0392.The vertical order pertains to the NGVD 29 superseded value.
 RS0392
 RS0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0392
 RS0392.The geoid height was determined by GEOID03.
 RS0392
 RS0392;                    North         East     Units Scale Factor Converg.
 RS0392;SPC ND S     -   129,104.244   462,079.445   MT  0.99993592   -1 19 05.9
 RS0392;SPC ND S     -   423,570.35  1,516,008.68   iFT  0.99993592   -1 19 05.9
 RS0392;UTM  13      - 5,187,999.189   705,410.381   MT  1.00011863   +1 57 50.2
 RS0392
 RS0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0392!SPC ND S     -   0.99988870  x   0.99993592  =   0.99982463
 RS0392!UTM  13      -   0.99988870  x   1.00011863  =   1.00000732
 RS0392
 RS0392|---------------------------------------------------------------------|
 RS0392| PID    Reference Object                     Distance      Geod. Az  |
 RS0392|                                                           dddmmss.s |
 RS0392| CQ7698 GOVERNMENT RM 2                      13.805 METERS 00019     |
 RS0392| RS0017 W 95                                               1800010.2 |
 RS0392| CQ7697 GOVERNMENT RM 1                      12.822 METERS 18026     |
 RS0392|---------------------------------------------------------------------|
 RS0392
 RS0392                          SUPERSEDED SURVEY CONTROL
 RS0392
 RS0392  NAD 83(1986)-  46 48 49.86888(N)    102 18 26.69301(W) AD(       ) 1
 RS0392  NAD 27      -  46 48 49.84900(N)    102 18 25.08100(W) AD(       ) 1
 RS0392  NGVD 29 (07/19/86)  727.81   (m)         2387.8    (f) LEVELING    3  
 RS0392
 RS0392.Superseded values are not recommended for survey control.
 RS0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0392.See file dsdata.txt to determine how the superseded data were derived.
 RS0392
 RS0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM0541087999(NAD 83)
 RS0392_MARKER: DS = TRIANGULATION STATION DISK
 RS0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0392_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0392
 RS0392  HISTORY     - Date     Condition        Report By
 RS0392  HISTORY     - 1951     MONUMENTED       CGS
 RS0392  HISTORY     - 1961     GOOD             CGS
 RS0392  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RS0392
 RS0392                          STATION DESCRIPTION
 RS0392
 RS0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0392'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF RICHARDTON, 36
 RS0392'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 8, 14 FEET NORTH
 RS0392'OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE, 4.3 FEET NORTHWEST
 RS0392'OF A WITNESS POST, AND 3 FEET EAST OF A WIRE FENCE.
 RS0392'
 RS0392'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RS0392'AND STATE HIGHWAY NO. 8 AT THE EAST EDGE OF RICHARDTON, GO
 RS0392'SOUTH ON NO. 8 FOR 4.95 MILES TO THE STATION ON THE RIGHT
 RS0392'AS DESCRIBED.  TO REACH THE BENCH MARK FROM THE STATION, GO
 RS0392'SOUTH ON NO. 8 FOR 0.6 MILE TO THE MARK ON THE RIGHT AS
 RS0392'DESCRIBED.
 RS0392'
 RS0392'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RS0392'GOVERNMENT 1951.
 RS0392'
 RS0392'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE CENTER OF THE HIGHWAY,
 RS0392'26 FEET SOUTH OF THE TELEPHONE POLE WITH A TRIANGULAR BLAZE,
 RS0392'AND 3 FEET EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES, AND THE
 RS0392'DISK IS STAMPED GOVERNMENT NO 1 1951.
 RS0392'
 RS0392'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF THE
 RS0392'HIGHWAY, AND 3 FEET EAST OF THE WIRE FENCE.  IT PROJECTS 6
 RS0392'INCHES, AND THE DISK IS STAMPED GOVERNMENT NO 2 1951.
 RS0392'
 RS0392'BENCH MARK W 95 IS 72 FEET NORTHWEST OF THE CENTER OF A CROSS
 RS0392'ROAD, 44 FEET WEST OF THE CENTER OF THE HIGHWAY, 33 FEET
 RS0392'NORTH OF A FENCE CORNER, AND 2 FEET EAST OF A WIRE FENCE.
 RS0392'IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 RS0392'STAMPED W 95 1934 SET IN A 6-INCH SQUARE CONCRETE POST THAT
 RS0392'PROJECTS 6 INCHES.
 RS0392'
 RS0392'THE STATION MARK AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 RS0392'IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 RS0392
 RS0392                          STATION RECOVERY (1961)
 RS0392
 RS0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RS0392'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 RS0392'IN GOOD CONDITION.  THE REFERENCE MARKS WERE RECOVERED ABOUT
 RS0392'150 FEET NORTH OF THE STATION AND HAD BEEN RESET NEAR THE
 RS0392'FENCE LINE.  IT IS POSSIBLE THAT THE SURFACE STATION MARK HAS
 RS0392'ALSO BEEN DUG UP AND RESET BUT IT WAS DIFFICULT TO DETERMINE.
 RS0392'THE STATION MARK IS ABOUT 10-1/2 FEET SOUTH OF A WITNESS
 RS0392'POST, 6 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 RS0392'FENCE.  THE AZIMUTH MARK IS BENCH MARK W 95.
 RS0392
 RS0392                          STATION RECOVERY (1962)
 RS0392
 RS0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RS0392'THIS STATION AND THE REFERENCE MARKS HAVE BEEN DESTROYED.  IT
 RS0392'WAS REPORTED THAT STATE HIGHWAY 8 WAS GOING TO BE WIDENED AND
 RS0392'THE PLANS WERE TO MOVE THIS STATION OUT OF THE WAY OF CONSTRUCTION.
 RS0392'UPON INVESTIGATION IT WAS FOUND THAT THE TOP OF THE STATION
 RS0392'MARK HAD BEEN BROKEN OFF AND RESET IN THE RIGHT-OF-WAY FENCE
 RS0392'LINE.  THE MEASUREMENT FROM THE CENTERLINE OF THE HIGHWAY
 RS0392'INDICATED THAT THE FORMER SITE OF THE STATION WAS IN THE
 RS0392'BOTTOM OF THE PRESENT GRADER DITCH.  SINCE THERE WAS NO RECORD
 RS0392'OF THE STATION BEING MOVED AND THERE WAS NO UNDERGROUND MARK
 RS0392'UNDER THE RESET MARK THE STATION WAS DESTROYED.  THE
 RS0392'REFERENCE MARKS HAD BEEN DESTROYED.  BENCH MARK W 95 HAD BEEN
 RS0392'USED FOR THE AZIMUTH MARK.  THIS MARK WAS RESET AND A
 RS0392'NEW ELEVATION WAS DETERMINED BUT THE DISTANCE AND DIRECTION
 RS0392'WERE NOT RECORDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1161 ***********************************************************************
 SM1161  DESIGNATION -  GRACE CITY PEAVEY ELEV CO ELEV
 SM1161  PID         -  SM1161
 SM1161  STATE/COUNTY-  ND/FOSTER
 SM1161  USGS QUAD   -  GRACE CITY (1971)
 SM1161
 SM1161                         *CURRENT SURVEY CONTROL
 SM1161  ___________________________________________________________________
 SM1161* NAD 83(1996)-  47 32 58.78292(N)    098 48 19.27466(W)     ADJUSTED  
 SM1161* NAVD 88     -                                                        
 SM1161  ___________________________________________________________________
 SM1161  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 SM1161  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SM1161
 SM1161  HORZ ORDER  -  THIRD
 SM1161
 SM1161.The horizontal coordinates were established by classical geodetic methods
 SM1161.and adjusted by the National Geodetic Survey in January 1998..
 SM1161
 SM1161
 SM1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1161
 SM1161.The geoid height was determined by GEOID03.
 SM1161
 SM1161;                    North         East     Units Scale Factor Converg.
 SM1161;SPC ND N     -    62,515.361   727,547.261   MT  0.99997916   +1 15 39.8
 SM1161;SPC ND N     -   205,102.89  2,386,966.08   iFT  0.99997916   +1 15 39.8
 SM1161;UTM  14      - 5,266,267.346   514,645.620   MT  0.99960264   +0 08 37.0
 SM1161
 SM1161                          SUPERSEDED SURVEY CONTROL
 SM1161
 SM1161  NAD 83(1986)-  47 32 58.78468(N)    098 48 19.27086(W) AD(       ) 4
 SM1161  NAD 27      -  47 32 58.80300(N)    098 48 17.88800(W) AD(       ) 3
 SM1161
 SM1161.Superseded values are not recommended for survey control.
 SM1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1161.See file dsdata.txt to determine how the superseded data were derived.
 SM1161
 SM1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1464666267(NAD 83)
 SM1161_MARKER: 81 = GABLE
 SM1161
 SM1161  HISTORY     - Date     Condition        Report By
 SM1161  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1161
 SM1161                          STATION DESCRIPTION
 SM1161
 SM1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1161'THIS INTERSECTION STATION IS IN THE SW PART OF THE TOWN OF
 SM1161'GRACE CITY, 50 YARDS SE OF THE NORTHERN PACIFIC DEPOT AND 20
 SM1161'YARDS W OF THE W RAIL OF THE RAILROAD.  IT IS OF WOOD CONSTRUCTION,
 SM1161'PAINTED RED AND IS ABOUT 80 FEET HIGH.
 SM1161'
 SM1161'THE POINT LOCATED WAS THE CENTER OF THE GABLE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1182 ***********************************************************************
 TD1182  DESIGNATION -  GRAFTON MUNICIPAL TANK
 TD1182  PID         -  TD1182
 TD1182  STATE/COUNTY-  ND/WALSH
 TD1182  USGS QUAD   -  GRAFTON (1960)
 TD1182
 TD1182                         *CURRENT SURVEY CONTROL
 TD1182  ___________________________________________________________________
 TD1182* NAD 83(1996)-  48 25 15.97846(N)    097 24 38.73660(W)     ADJUSTED  
 TD1182* NAVD 88     -                                                        
 TD1182  ___________________________________________________________________
 TD1182  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 TD1182  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 TD1182
 TD1182  HORZ ORDER  -  THIRD
 TD1182
 TD1182.The horizontal coordinates were established by classical geodetic methods
 TD1182.and adjusted by the National Geodetic Survey in January 1998..
 TD1182
 TD1182
 TD1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1182
 TD1182.The geoid height was determined by GEOID03.
 TD1182
 TD1182;                    North         East     Units Scale Factor Converg.
 TD1182;SPC ND N     -   162,588.500   828,581.167   MT  0.99995306   +2 17 55.7
 TD1182;SPC ND N     -   533,426.84  2,718,442.15   iFT  0.99995306   +2 17 55.7
 TD1182;UTM  14      - 5,364,326.008   617,580.377   MT  0.99976986   +1 11 20.2
 TD1182
 TD1182                          SUPERSEDED SURVEY CONTROL
 TD1182
 TD1182  NAD 83(1986)-  48 25 15.97704(N)    097 24 38.73502(W) AD(       ) 4
 TD1182  NAD 27      -  48 25 16.01825(N)    097 24 37.47654(W) AD(       ) 3
 TD1182
 TD1182.Superseded values are not recommended for survey control.
 TD1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1182.See file dsdata.txt to determine how the superseded data were derived.
 TD1182
 TD1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1758064326(NAD 83)
 TD1182_MARKER: 53 = ELEVATED TANK
 TD1182
 TD1182  HISTORY     - Date     Condition        Report By
 TD1182  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1182  HISTORY     - 1980     GOOD             LOCSUR
 TD1182
 TD1182                          STATION DESCRIPTION
 TD1182
 TD1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1182'THE STATION IS THE CENTER OF THE TOP OF A 105 FOOT HIGH
 TD1182'HEMISPHERICAL BOTTOM ELEVATED TANK.  IT IS LOCATED NEAR
 TD1182'THE CENTER OF GRAFTON, 160 FEET SOUTH OF 3RD STREET AND 85
 TD1182'FEET EAST OF HILL AVENUE SOUTH.
 TD1182
 TD1182                          STATION RECOVERY (1980)
 TD1182
 TD1182'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (MG)
 TD1182'TP CENTER 105 FT HIGH WATER TANK
 TD1182'
 TD1182'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1180 ***********************************************************************
 TD1180  DESIGNATION -  GRAFTON NEW VIEW TV MAST
 TD1180  PID         -  TD1180
 TD1180  STATE/COUNTY-  ND/WALSH
 TD1180  USGS QUAD   -  GRAFTON (1960)
 TD1180
 TD1180                         *CURRENT SURVEY CONTROL
 TD1180  ___________________________________________________________________
 TD1180* NAD 83(1996)-  48 25 04.00738(N)    097 25 59.98253(W)     ADJUSTED  
 TD1180* NAVD 88     -                                                        
 TD1180  ___________________________________________________________________
 TD1180  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 TD1180  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 TD1180
 TD1180  HORZ ORDER  -  THIRD
 TD1180
 TD1180.The horizontal coordinates were established by classical geodetic methods
 TD1180.and adjusted by the National Geodetic Survey in January 1998..
 TD1180
 TD1180
 TD1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1180
 TD1180.The geoid height was determined by GEOID03.
 TD1180
 TD1180;                    North         East     Units Scale Factor Converg.
 TD1180;SPC ND N     -   162,152.288   826,926.886   MT  0.99995272   +2 16 55.2
 TD1180;SPC ND N     -   531,995.70  2,713,014.72   iFT  0.99995272   +2 16 55.2
 TD1180;UTM  14      - 5,363,921.997   615,918.265   MT  0.99976509   +1 10 19.2
 TD1180
 TD1180                          SUPERSEDED SURVEY CONTROL
 TD1180
 TD1180  NAD 83(1986)-  48 25 04.00605(N)    097 25 59.98109(W) AD(       ) 4
 TD1180  NAD 27      -  48 25 04.04527(N)    097 25 58.71940(W) AD(       ) 3
 TD1180
 TD1180.Superseded values are not recommended for survey control.
 TD1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1180.See file dsdata.txt to determine how the superseded data were derived.
 TD1180
 TD1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1591863922(NAD 83)
 TD1180_MARKER: 42 = RADIO/TV MAST
 TD1180
 TD1180  HISTORY     - Date     Condition        Report By
 TD1180  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1180  HISTORY     - 1980     GOOD             LOCSUR
 TD1180
 TD1180                          STATION DESCRIPTION
 TD1180
 TD1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1180'THE STATION IS THE CENTER OF THE TOP OF A 380 FOOT HIGH
 TD1180'STEEL MAST, OWNED BY THE NEW VIEW TELEVISION INCORPERATED.
 TD1180'IT IS LOCATED 0.35 MILE NORTH OF STATE HIGHWAY 17 AND 0.3
 TD1180'MILE WEST OF THE CITY LIMITS OF GRAFTON.
 TD1180
 TD1180                          STATION RECOVERY (1980)
 TD1180
 TD1180'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (MG)
 TD1180'TP CENTER OF 380 FT HIGH STEEL MAST
 TD1180'
 TD1180'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1181 ***********************************************************************
 TD1181  DESIGNATION -  GRAFTON NW BELL MICROWAVE
 TD1181  PID         -  TD1181
 TD1181  STATE/COUNTY-  ND/WALSH
 TD1181  USGS QUAD   -  GRAFTON (1960)
 TD1181
 TD1181                         *CURRENT SURVEY CONTROL
 TD1181  ___________________________________________________________________
 TD1181* NAD 83(1996)-  48 25 07.77709(N)    097 24 43.78401(W)     ADJUSTED  
 TD1181* NAVD 88     -                                                        
 TD1181  ___________________________________________________________________
 TD1181  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TD1181  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 TD1181
 TD1181  HORZ ORDER  -  THIRD
 TD1181
 TD1181.The horizontal coordinates were established by classical geodetic methods
 TD1181.and adjusted by the National Geodetic Survey in January 1998..
 TD1181
 TD1181
 TD1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1181
 TD1181.The geoid height was determined by GEOID03.
 TD1181
 TD1181;                    North         East     Units Scale Factor Converg.
 TD1181;SPC ND N     -   162,331.226   828,487.636   MT  0.99995283   +2 17 51.9
 TD1181;SPC ND N     -   532,582.76  2,718,135.29   iFT  0.99995283   +2 17 51.9
 TD1181;UTM  14      - 5,364,070.641   617,481.899   MT  0.99976958   +1 11 16.3
 TD1181
 TD1181                          SUPERSEDED SURVEY CONTROL
 TD1181
 TD1181  NAD 83(1986)-  48 25 07.77555(N)    097 24 43.78242(W) AD(       ) 4
 TD1181  NAD 27      -  48 25 07.82140(N)    097 24 42.52432(W) AD(       ) 3
 TD1181
 TD1181.Superseded values are not recommended for survey control.
 TD1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1181.See file dsdata.txt to determine how the superseded data were derived.
 TD1181
 TD1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1748264071(NAD 83)
 TD1181
 TD1181  HISTORY     - Date     Condition        Report By
 TD1181  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1181
 TD1181                          STATION DESCRIPTION
 TD1181
 TD1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1181'THE STATION IS THE CENTER OF THE TOP OF A 4 LEGGED STEEL
 TD1181'STRUCTURE, SUPPORTING A MICROWAVE REFLECTOR, THAT HAS AN
 TD1181'OVERALL HEIGHT OF 122 FEET AND IS OWNED BY THE NORTHWESTERN
 TD1181'BELL TELEPHONE COMPANY.  IT IS LOCATED IN THE CENTER OF
 TD1181'GRAFTON, 120 FEET EAST OF GRIGGS STREET AND 105 FEET NORTH OF
 TD1181'6TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1163 ***********************************************************************
 TD1163  DESIGNATION -  GRAFTON USAF RADAR DOME
 TD1163  PID         -  TD1163
 TD1163  STATE/COUNTY-  ND/WALSH
 TD1163  USGS QUAD   -  OAKWOOD (1960)
 TD1163
 TD1163                         *CURRENT SURVEY CONTROL
 TD1163  ___________________________________________________________________
 TD1163* NAD 83(1996)-  48 24 43.07728(N)    097 22 06.31501(W)     ADJUSTED  
 TD1163* NAVD 88     -                                                        
 TD1163  ___________________________________________________________________
 TD1163  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 TD1163  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD1163
 TD1163  HORZ ORDER  -  THIRD
 TD1163
 TD1163.The horizontal coordinates were established by classical geodetic methods
 TD1163.and adjusted by the National Geodetic Survey in January 1998..
 TD1163
 TD1163
 TD1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1163
 TD1163.The geoid height was determined by GEOID03.
 TD1163
 TD1163;                    North         East     Units Scale Factor Converg.
 TD1163;SPC ND N     -   161,699.676   831,753.572   MT  0.99995214   +2 19 49.1
 TD1163;SPC ND N     -   530,510.75  2,728,850.30   iFT  0.99995214   +2 19 49.1
 TD1163;UTM  14      - 5,363,376.073   620,734.409   MT  0.99977910   +1 13 13.7
 TD1163
 TD1163                          SUPERSEDED SURVEY CONTROL
 TD1163
 TD1163  NAD 83(1986)-  48 24 43.07587(N)    097 22 06.31320(W) AD(       ) 4
 TD1163  NAD 27      -  48 24 43.11959(N)    097 22 05.05794(W) AD(       ) 3
 TD1163
 TD1163.Superseded values are not recommended for survey control.
 TD1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1163.See file dsdata.txt to determine how the superseded data were derived.
 TD1163
 TD1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2073463376(NAD 83)
 TD1163_MARKER: 87 = DOME
 TD1163
 TD1163  HISTORY     - Date     Condition        Report By
 TD1163  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1163
 TD1163                          STATION DESCRIPTION
 TD1163
 TD1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1163'THE STATION IS THE CENTER OF THE TOP OF A HEMISPHERICAL
 TD1163'RADOME, SUPPORTED BY A 3 LEGGED STEEL STRUCTURE, WITH THE
 TD1163'OVERALL HEIGHT OF 100 FEET.  IT IS LOCATED 1-1/2 MILES EAST OF
 TD1163'GRAFTON AND 150 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 TD1163'17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1983 ***********************************************************************
 TE1983  DESIGNATION -  GRAHAM
 TE1983  PID         -  TE1983
 TE1983  STATE/COUNTY-  ND/BENSON
 TE1983  USGS QUAD   -  GRAHAMS ISLAND (1975)
 TE1983
 TE1983                         *CURRENT SURVEY CONTROL
 TE1983  ___________________________________________________________________
 TE1983* NAD 83(1996)-  48 02 19.56324(N)    099 05 19.50313(W)     ADJUSTED  
 TE1983* NAVD 88     -       482.7    (meters)    1584.     (feet)  VERTCON   
 TE1983  ___________________________________________________________________
 TE1983  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 TE1983  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 TE1983
 TE1983  HORZ ORDER  -  FIRST
 TE1983  VERT ORDER  -  THIRD ? (See Below)
 TE1983
 TE1983.The horizontal coordinates were established by classical geodetic methods
 TE1983.and adjusted by the National Geodetic Survey in January 1998..
 TE1983
 TE1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1983.The vertical order pertains to the NGVD 29 superseded value.
 TE1983
 TE1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1983
 TE1983.The geoid height was determined by GEOID03.
 TE1983
 TE1983;                    North         East     Units Scale Factor Converg.
 TE1983;SPC ND N     -   116,455.246   705,223.429   MT  0.99993616   +1 03 00.6
 TE1983;SPC ND N     -   382,071.02  2,313,725.16   iFT  0.99993616   +1 03 00.6
 TE1983;UTM  14      - 5,320,612.903   493,384.546   MT  0.99960054   -0 03 57.6
 TE1983
 TE1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1983!SPC ND N     -   0.99992804  x   0.99993616  =   0.99986421
 TE1983!UTM  14      -   0.99992804  x   0.99960054  =   0.99952861
 TE1983
 TE1983|---------------------------------------------------------------------|
 TE1983| PID    Reference Object                     Distance      Geod. Az  |
 TE1983|                                                           dddmmss.s |
 TE1983| CO6890 GRAHAM RM 4                                        04113     |
 TE1983| SM1173 DEVILS LAKE N DAK ST PAT MAST       APPROX.16.2 KM 1103309.1 |
 TE1983| TE2310 GRAHAM RM 1                          24.282 METERS 13104     |
 TE1983| SM1169 FORT TOTTEN STACK                   APPROX. 9.8 KM 1324055.5 |
 TE1983| SM1172 FORT TOTTEN WATER TANK              APPROX. 9.9 KM 1335556.0 |
 TE1983| TE2309 GRAHAM AZ MK                                       1752312.4 |
 TE1983| TE2311 GRAHAM RM 2                          24.077 METERS 25417     |
 TE1983| CO6889 GRAHAM AZ MK 2                                     2724414.2 |
 TE1983|---------------------------------------------------------------------|
 TE1983
 TE1983                          SUPERSEDED SURVEY CONTROL
 TE1983
 TE1983  NAD 83(1986)-  48 02 19.56261(N)    099 05 19.50182(W) AD(       ) 1
 TE1983  NAD 27      -  48 02 19.57000(N)    099 05 18.03600(W) AD(       ) 1
 TE1983  NGVD 29 (07/19/86)  482.4    (m)         1583.     (f) LEVELING    3  
 TE1983
 TE1983.Superseded values are not recommended for survey control.
 TE1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1983.See file dsdata.txt to determine how the superseded data were derived.
 TE1983
 TE1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9338520613(NAD 83)
 TE1983_MARKER: DS = TRIANGULATION STATION DISK
 TE1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1983
 TE1983  HISTORY     - Date     Condition        Report By
 TE1983  HISTORY     - 1946     MONUMENTED       CGS
 TE1983  HISTORY     - 1967     GOOD             CGS
 TE1983
 TE1983                          STATION DESCRIPTION
 TE1983
 TE1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1983'THE STATION IS ON THE EAST END OF A CLEARING ON THE HIGHEST
 TE1983'PART OF GRAHAMS ISLAND, A PROMINENT RANGE OF TIMBER AND BRUSH
 TE1983'COVERED HILLS LYING ABOUT 12 MILES SOUTHWEST FROM DEVILS LAKE AND
 TE1983'8 MILES EAST SOUTHEAST FROM MINNEWAUKAN.  THE CLEARING IS ON
 TE1983'THE SOUTHWEST SIDE OF THE TIMBERED HILLS, AT THE TOP OF THE
 TE1983'GRADE ON THE EAST SIDE OF A NORTH-SOUTH ROAD RUNNING THROUGH THE
 TE1983'WEST SIDE OF THE HILLS.
 TE1983'
 TE1983'REFERENCE MARK NO. 1 IS 79.66 FEET EAST-SOUTHEAST OF THE STATION
 TE1983'ALONG THE EDGE OF SOME LOW BRUSH ON THE SOUTH SIDE OF THE CLEARING.
 TE1983'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED NO. 1
 TE1983'GRAHAM 1946.
 TE1983'
 TE1983'REFERENCE MARK NO. 2 IS 78.98 FEET WEST-SOUTHWEST OF THE
 TE1983'STATION NEAR THE EDGE OF SOME LOW BRUSH ON THE SOUTH SIDE OF
 TE1983'THE CLEARING, WHERE THE LOW BRUSH EDGE TURNS SOUTH.  THE MARK
 TE1983'PROJECTS 3 INCHES, AND THE DISK IS STAMPED NO 2 GRAHAM 1946.
 TE1983'
 TE1983'THE AZIMUTH MARK IS 0.4 MILE SOUTHEAST OF THE STATION, APPROXIMATELY
 TE1983'250 FEET NORTHEAST OF A WHITE FARMHOUSE, 57 FEET NORTHEAST OF A
 TE1983'6 INCH TREE USED AS A FENCE CORNER, 1-1/2 FEET NORTH OF THE
 TE1983'FENCE LINE, AND 4 FEET WEST OF A STANDARD WITNESS POST.  THE
 TE1983'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GRAHAM 1946.
 TE1983'
 TE1983'TO REACH THE STATION FROM DEVILS LAKE, GO WEST ON STATE ROUTE
 TE1983'NO. 19 FROM U.S. HIGHWAY NO. 2 FOR 10.0 MILES, TO THE INTERSECTION
 TE1983'ROUTE 19 WITH A NORTH SOUTH GRADED GRAVEL ROAD, WHICH PASSES
 TE1983'THE SCANDINAVIAN FREE LUTHERAN CHURCH, ABOUT 1 MILE NORTH OF THE
 TE1983'INTERSECTION.  THIS INTERSECTION IS 7.0 MILES EAST OF THE
 TE1983'JUNCTION OF ROUTE 19 WITH U.S. HIGHWAY NO. 281.  TURN SOUTH AT
 TE1983'THIS INTERSECTION AND GO 4.0 MILES TO A CROSS ROAD, TURN
 TE1983'WEST ON AN UNIMPROVED DIRT ROAD THROUGH THE WOODS FOR 1.0
 TE1983'MILES TO A CROSS ROAD, TURN SOUTH AND GO 1.6 MILES TO THE
 TE1983'TOP OF THE GRADE.  THE STATION IS ABOUT 200 YDS. EAST OF
 TE1983'THE ROAD IN A CLEARING.  TO REACH THE AZIMUTH MARK FROM
 TE1983'THIS POINT CONTINUE SOUTH FOR 0.6 MILE, AND TURN EAST INTO A
 TE1983'FARM YARD AT THE END OF THE ROAD, TURN NORTH THROUGH A
 TE1983'GATE EAST OF THE FARM HOUSE, AND THE AZIMUTH MARK IS ALONG
 TE1983'THE FENCE ON YOUR RIGHT AS DESCRIBED.  IT IS POSSIBLE TO
 TE1983'PROCEED BY TRUCK THROUGH THE WOODS FROM THIS POINT TO THE
 TE1983'STATION.
 TE1983'
 TE1983'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, BUT REQUIRES A
 TE1983'40 FOOT TOWER AT THE STATION TO CLEAR THE TOPS OF THE TREES.
 TE1983'
 TE1983'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TE1983
 TE1983                          STATION RECOVERY (1967)
 TE1983
 TE1983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1983'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 TE1983'AZIMUTH MARK IS NO LONGER VISIBLE TO THE STATION DUE TO A HEAVY
 TE1983'GROWTH OF TREES AND BRUSH, THEREFORE A NEW AZIMUTH MARK WAS
 TE1983'ESTABLISHED AND THE OLD AZIMUTH MARK LEFT INTACT.
 TE1983'
 TE1983'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED ADEQUATELY.
 TE1983'
 TE1983'STATION MARK DISK IS STAMPED GRAHAM 1946 AND THE SURFACE MARK
 TE1983'PROJECTS ABOUT 4 INCHES.  MARK IS ON THE HIGHEST
 TE1983'POINT OF A HILL AND 4.2 FEET SOUTH OF A WOOD WITNESS POST.
 TE1983'
 TE1983'REFERENCE MARK NUMBER 1 DISK IS STAMPED GRAHAM NO 1 1946 AND
 TE1983'THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS ABOUT 10
 TE1983'FEET LOWER ELEVATION THAN THE STATION MARK.
 TE1983'
 TE1983'REFERENCE MARK NUMBER 2 DISK IS STAMPED GRAHAM NO 2 1946 AND
 TE1983'THE MARK PROJECTS ABOUT 2 INCHES.  MARK IS ABOUT 5
 TE1983'FEET LOWER ELEVATION THAN THE STATION MARK.
 TE1983'
 TE1983'THE 1946 AZIMUTH MARK DISK IS STAMPED GRAHAM 1946 AND THE MARK
 TE1983'PROJECTS ABOUT 2 INCHES.  MARK IS 57.0 FEET EAST OF
 TE1983'AN 8-INCH TREE WHICH IS USED AS A FENCELINE CORNER POST, 4.0
 TE1983'FEET WEST OF A WOOD WITNESS POST AND 1.5 FEET NORTH OF AN
 TE1983'EAST-WEST FENCELINE.
 TE1983'
 TE1983'THE 1967 AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 TE1983'GRAHAM 1946 AZ 2 1967, SET IN THE TOP OF A ROUND CONCRETE
 TE1983'MONUMENT WHICH PROJECTS ABOUT 4 INCHES.  MARK IS 40
 TE1983'FEET EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH GRAVELED
 TE1983'ROAD, 3.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 1
 TE1983'FOOT EAST OF A NORTH-SOUTH FENCELINE.
 TE1983'
 TE1983'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE1983'STATE HIGHWAY 19 WHICH IS AT THE WEST EDGE OF DEVILS LAKE.  GO
 TE1983'WEST ON HIGHWAY 19 FOR 9.6 MILES TO A CROSS ROAD.  TURN LEFT AND
 TE1983'GO SOUTH ON A GRAVELED ROAD FOR 4.0 MILES TO A ROAD RIGHT.  TURN
 TE1983'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE.  TURN LEFT
 TE1983'AND GO SOUTH ON A GRAVELED ROAD FOR 1.8 MILES TO THE TOP OF A
 TE1983'LOW HILL AND AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE
 TE1983'ROAD FOR 0.6 MILE TO THE HOME OF MR. FRANKLIN EMERY.  BEAR
 TE1983'LEFT, NORTH FOR ABOUT 300 FEET TO A GATE AND THE 1946
 TE1983'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE
 TE1983'NORTHEAST AND NORTH ON TRACK ROAD FOR 0.4 MILE TO A DIM
 TE1983'FORK.  KEEP LEFT AND CONTINUE NORTHWEST AND WEST ON TRACK
 TE1983'ROAD FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
 TE1983'
 TE1983'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2055 ***********************************************************************
 TF2055  DESIGNATION -  GRAN
 TF2055  PID         -  TF2055
 TF2055  STATE/COUNTY-  ND/MCHENRY
 TF2055  USGS QUAD   -  SIMCOE (1949)
 TF2055
 TF2055                         *CURRENT SURVEY CONTROL
 TF2055  ___________________________________________________________________
 TF2055* NAD 83(1996)-  48 14 21.96997(N)    100 50 23.87394(W)     ADJUSTED  
 TF2055* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 TF2055  ___________________________________________________________________
 TF2055  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 TF2055  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF2055
 TF2055  HORZ ORDER  -  FIRST
 TF2055
 TF2055.The horizontal coordinates were established by classical geodetic methods
 TF2055.and adjusted by the National Geodetic Survey in January 1998..
 TF2055
 TF2055.The orthometric height was scaled from a topographic map.
 TF2055
 TF2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2055
 TF2055.The geoid height was determined by GEOID03.
 TF2055
 TF2055;                    North         East     Units Scale Factor Converg.
 TF2055;SPC ND N     -   137,858.191   574,749.219   MT  0.99993948   -0 15 10.7
 TF2055;SPC ND N     -   452,290.65  1,885,660.17   iFT  0.99993948   -0 15 10.7
 TF2055;UTM  14      - 5,344,549.641   363,385.816   MT  0.99982932   -1 22 21.7
 TF2055
 TF2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2055!SPC ND N     -   0.99993040  x   0.99993948  =   0.99986988
 TF2055!UTM  14      -   0.99993040  x   0.99982932  =   0.99975973
 TF2055
 TF2055|---------------------------------------------------------------------|
 TF2055| PID    Reference Object                     Distance      Geod. Az  |
 TF2055|                                                           dddmmss.s |
 TF2055| CO6893 GRAN RM 1                            40.115 METERS 06615     |
 TF2055| TF2043 NORWAY LUTH CHURCH STEEPLE          APPROX.17.9 KM 1104705.8 |
 TF2055| TF2054 SIMCOE STENKJER NORW EVAN CH        APPROX. 9.3 KM 1920800.3 |
 TF2055| TF2070 NORWICH CHURCH CROSS                APPROX.11.1 KM 2732746.3 |
 TF2055| TF2069 NORWICH SCHOOL FLAGPOLE             APPROX.11.3 KM 2733129.7 |
 TF2055| CO6892 GRAN AZ MK RESET                                   3403734.7 |
 TF2055| CO6891 GRAN AZ MK                                         3422606.2 |
 TF2055| CO6894 GRAN RM 2                            36.360 METERS 34959     |
 TF2055|---------------------------------------------------------------------|
 TF2055
 TF2055                          SUPERSEDED SURVEY CONTROL
 TF2055
 TF2055  NAD 83(1986)-  48 14 21.97107(N)    100 50 23.87412(W) AD(       ) 1
 TF2055  NAD 27      -  48 14 21.93400(N)    100 50 22.36100(W) AD(       ) 1
 TF2055
 TF2055.Superseded values are not recommended for survey control.
 TF2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2055.See file dsdata.txt to determine how the superseded data were derived.
 TF2055
 TF2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU6338644550(NAD 83)
 TF2055_MARKER: DS = TRIANGULATION STATION DISK
 TF2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2055
 TF2055  HISTORY     - Date     Condition        Report By
 TF2055  HISTORY     - 1946     MONUMENTED       CGS
 TF2055  HISTORY     - 1955     GOOD             CGS
 TF2055
 TF2055                          STATION DESCRIPTION
 TF2055
 TF2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2055'THE STATION IS LOCATED ON A SMALL ROUND TOPPED HILL ABOUT 7
 TF2055'MILES EAST OF NORWICH, 1 AND 3/4 MILES SOUTH OF GRANVILLE,
 TF2055'150 YARDS SOUTHEAST OF A POINT WHERE U.S. HIGHWAY 2 TURNS
 TF2055'NORTH AND WEST, 150 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 TF2055'ROAD AND 132 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 TF2055'OF AN OLD SCHOOL HOUSE.  THE MARK PROJECTS 2 INCHES AND THE
 TF2055'DISK IS STAMPED GRAN 1946.
 TF2055'
 TF2055'REFERENCE MARK NO. 1 IS 131.61 FEET EAST-NORTHEAST OF THE
 TF2055'STATION AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF AN OLD
 TF2055'SCHOOL HOUSE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF2055'STAMPED GRAN NO 1 1946.
 TF2055'
 TF2055'REFERENCE MARK NO. 2 IS 119.29 FEET NORTH-NORTHWEST OF THE
 TF2055'STATION, 30 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD AND
 TF2055'3 FEET EAST-SOUTHEAST OF WITNESS POST.  THE MARK PROJECTS
 TF2055'2 INCHES AND THE DISK IS STAMPED GRAN NO 2 1946.
 TF2055'
 TF2055'THE AZIMUTH MARK IS 0.35 MILE NORTH-NORTHWEST OF THE STATION,
 TF2055'32 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 2, 4 FEET
 TF2055'SOUTH OF WITNESS POST AND 2 FEET EAST OF FENCE.  THE MARK
 TF2055'PROJECTS 3 INCHES AND THE DISK IS STAMPED GRAN 1946.
 TF2055'
 TF2055'TO REACH THE STATION FROM THE HIGH SCHOOL AT THE SOUTH SIDE
 TF2055'OF GRANVILLE, GO SOUTH ON U.S. HIGHWAY 2 FOR 1.5 MILES TO A
 TF2055'POINT WHERE THE HIGHWAY TURNS WEST.  TURN LEFT AND GO EAST
 TF2055'ON A GRAVEL ROAD FOR 0.1 MILE TO A DRIVEWAY RIGHT TO AN
 TF2055'OLD SCHOOL HOUSE.  TURN INTO DRIVEWAY AND GO SOUTHWEST FOR
 TF2055'0.05 MILE TO THE TOP OF HILL AND THE STATION.
 TF2055'
 TF2055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 TF2055'ROAD FOR 0.1 MILE TO U.S. HIGHWAY 2.  TURN RIGHT AND GO NORTH
 TF2055'ON U.S. HIGHWAY 2 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 TF2055'LEFT.
 TF2055'
 TF2055'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TF2055
 TF2055                          STATION RECOVERY (1955)
 TF2055
 TF2055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 TF2055'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 TF2055'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 2 WILL
 TF2055'DESTROY THE AZIMUTH MARK.  IT WAS RESET AT THE REQUEST OF
 TF2055'THE NORTH DAKOTA STATE HIGHWAY COMMISSION.  A DESCRIPTION
 TF2055'OF THE RESET AZIMUTH MARK FOLLOWS.
 TF2055'
 TF2055'AZIMUTH MARK IS 0.35 MILE NORTH-NORTHWEST OF THE STATION,
 TF2055'108 FEET WEST OF THE CENTER OF U.S. HIGHWAY 2, 100 YARDS
 TF2055'SOUTHEAST OF A BARN, AND 1.6 FEET EAST OF A WHITE RIGHT-OF-WAY
 TF2055'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TF2055'GRAN 1946 RESET 1955.
 TF2055'
 TF2055'NOTE--THE SCHOOLHOUSE WHICH WAS NEAR THE STATION HAS BEEN
 TF2055'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0714 ***********************************************************************
 TE0714  DESIGNATION -  GRAND
 TE0714  PID         -  TE0714
 TE0714  STATE/COUNTY-  ND/RAMSEY
 TE0714  USGS QUAD   -  GRAND HARBOR (1994)
 TE0714
 TE0714                         *CURRENT SURVEY CONTROL
 TE0714  ___________________________________________________________________
 TE0714* NAD 83(1996)-  48 10 09.71124(N)    098 59 23.13687(W)     ADJUSTED  
 TE0714* NAVD 88     -       446.175  (meters)    1463.83   (feet)  ADJUSTED  
 TE0714  ___________________________________________________________________
 TE0714  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 TE0714  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE0714  DYNAMIC HT  -         446.255 (meters)    1464.09  (feet)  COMP
 TE0714  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 TE0714
 TE0714  HORZ ORDER  -  SECOND
 TE0714  VERT ORDER  -  FIRST     CLASS II
 TE0714
 TE0714.The horizontal coordinates were established by classical geodetic methods
 TE0714.and adjusted by the National Geodetic Survey in January 1998..
 TE0714
 TE0714.The orthometric height was determined by differential leveling
 TE0714.and adjusted by the National Geodetic Survey in June 1991..
 TE0714
 TE0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE0714
 TE0714.The geoid height was determined by GEOID03.
 TE0714
 TE0714.The dynamic height is computed by dividing the NAVD 88
 TE0714.geopotential number by the normal gravity value computed on the
 TE0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0714.degrees latitude (g = 980.6199 gals.).
 TE0714
 TE0714.The modeled gravity was interpolated from observed gravity values.
 TE0714
 TE0714;                    North         East     Units Scale Factor Converg.
 TE0714;SPC ND N     -   131,112.899   712,318.513   MT  0.99993693   +1 07 25.8
 TE0714;SPC ND N     -   430,160.43  2,337,003.00   iFT  0.99993693   +1 07 25.8
 TE0714;UTM  14      - 5,335,124.685   500,761.336   MT  0.99960001   +0 00 27.5
 TE0714
 TE0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE0714!SPC ND N     -   0.99993378  x   0.99993693  =   0.99987072
 TE0714!UTM  14      -   0.99993378  x   0.99960001  =   0.99953382
 TE0714
 TE0714|---------------------------------------------------------------------|
 TE0714| PID    Reference Object                     Distance      Geod. Az  |
 TE0714|                                                           dddmmss.s |
 TE0714| TE0713 GRAND RM 1                           36.171 METERS 04555     |
 TE0714| TE0712 58 Y                                274.947 METERS 05938     |
 TE0714| TE0715 GRAND RM 2                           25.689 METERS 29743     |
 TE0714| TE0716 GRAND AZ MK                                        3050737.9 |
 TE0714| TE1796 GRAND HARBOR BAY SCHOOL 6 FLAG       61.353 METERS 35840     |
 TE0714|---------------------------------------------------------------------|
 TE0714
 TE0714                          SUPERSEDED SURVEY CONTROL
 TE0714
 TE0714  NAD 83(1986)-  48 10 09.71082(N)    098 59 23.13462(W) AD(       ) 2
 TE0714  NAD 27      -  48 10 09.71000(N)    098 59 21.66800(W) AD(       ) 2
 TE0714  NGVD 29 (??/??/92)  445.800  (m)         1462.60   (f) ADJ UNCH    1 2
 TE0714
 TE0714.Superseded values are not recommended for survey control.
 TE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0714.See file dsdata.txt to determine how the superseded data were derived.
 TE0714
 TE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0076135125(NAD 83)
 TE0714_MARKER: DS = TRIANGULATION STATION DISK
 TE0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0714_STAMPING: GRAND 1946
 TE0714_MARK LOGO: CGS   
 TE0714_PROJECTION: FLUSH
 TE0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0714+STABILITY: SURFACE MOTION
 TE0714
 TE0714  HISTORY     - Date     Condition        Report By
 TE0714  HISTORY     - 1946     MONUMENTED       CGS
 TE0714  HISTORY     - 1963     GOOD             NGS
 TE0714  HISTORY     - 1982     GOOD             NGS
 TE0714  HISTORY     - 19840425 GOOD             NGS
 TE0714  HISTORY     - 19990607 GOOD             NDWC
 TE0714
 TE0714                          STATION DESCRIPTION
 TE0714
 TE0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE0714'THE STATION IS LOCATED ON THE WESTERN EDGE OF THE DESERTED
 TE0714'VILLAGE OF GRAND HARBOR AND ON THE SOUTHERN EDGE OF THE SCHOOL
 TE0714'GROUNDS OF BAY SCHOOL NO. 6.  IT IS ABOUT 350 FEET NORTH OF
 TE0714'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2, 166 FEET SOUTH
 TE0714'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 12 FEET
 TE0714'NORTHEAST OF A WITNESS POST AND 10 FEET SOUTH OF A FENCE
 TE0714'LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 TE0714'STAMPED GRAND 1946.
 TE0714'
 TE0714'REFERENCE MARK NO. 1 IS 118.67 FEET NORTHEAST OF THE STATION
 TE0714'AND ON THE EASTERN EDGE OF THE SCHOOL GROUNDS.  THE MARK
 TE0714'PROJECTS 5 INCHES AND THE DISK IS STAMPED GRAND NO 1 1946.
 TE0714'
 TE0714'REFERENCE MARK NO. 2 IS 84.27 FEET NORTHWEST OF THE STATION,
 TE0714'42 FEET NORTH OF AN EAST-WEST FENCE LINE AND 31 FEET EAST
 TE0714'OF A NORTH - SOUTH FENCE LINE.  THE MARK PROJECTS 7 INCHES
 TE0714'AND THE DISK IS STAMPED GRAND NO 2 1946.
 TE0714'
 TE0714'THE AZIMUTH MARK IS 0.7 MILE NORTHWEST OF THE STATION, 99
 TE0714'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2,
 TE0714'4 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE
 TE0714'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE0714'GRAND 1946.
 TE0714'
 TE0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE0714'THE MAIN GRAVELED ROAD OF GRAND HARBOR, GO NORTHWEST ON
 TE0714'U.S. HIGHWAY 2 FOR 0.3 MILE TO THE BAY SCHOOL NO. 6 ON THE
 TE0714'RIGHT AND THE STATION AS DESCRIBED.
 TE0714'
 TE0714'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 TE0714'ON U.S. HIGHWAY 2 FOR 0.7 MILE AND THE MARK ON THE RIGHT
 TE0714'AS DESCRIBED.
 TE0714'
 TE0714'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TE0714'GRAND TO U.S.G.S. TT STA. 58Y (1927).  IT IS 274.946 METERS
 TE0714'(902.05 FEET) NORTHEAST OF THE STATION.
 TE0714'
 TE0714'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TE0714
 TE0714                          STATION RECOVERY (1963)
 TE0714
 TE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TE0714'7.4 MI NW FROM DEVILS LAKE.
 TE0714'ABOUT 7.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0714'STATION AT DEVILS LAKE, THENCE 0.2 MILE SOUTHWEST ACROSS A CULTIVATED
 TE0714'FIELD, ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 2 FROM A GRAVELED
 TE0714'ROAD INTERSECTION, 184 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 TE0714'SCHOOLHOUSE, 194 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT THE
 TE0714'JUNCTION OF A DRIVEWAY LEADING TO THE SCHOOL, 58 FEET SOUTHEAST OF THE
 TE0714'CENTERLINE OF THE DRIVEWAY, 9 FEET NORTHEAST OF A FENCE LINE, ABOUT
 TE0714'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE0714'PROJECTING 1 INCH.
 TE0714
 TE0714                          STATION RECOVERY (1982)
 TE0714
 TE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0714'RECOVERED THIS DATE, DELETE 7.2 MILES NORTHWEST ALONG THE GREAT
 TE0714'NORTHERN RAILROAD, ADD 10.3 KM (6.4 MI) NORTHWEST ALONG THE BURLINGTON
 TE0714'NORTHERN RAILROAD.
 TE0714
 TE0714                          STATION RECOVERY (1984)
 TE0714
 TE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TE0714'THE STATION AND PERIPHERAL MARKS WERE RECOVERED IN GOOD CONDITION. THE
 TE0714'AZIMUTH MARK WAS DESTINED TO BE DESTROYED SO OBSERVATIONS WERE MADE TO
 TE0714'BENCH MARK V 255, WHICH WILL SUFFICE AS AN AZIMUTH MARK.  THE LINE TO
 TE0714'STATION TT STA NO 58 Y USGS IS NOW BLOCKED BY A LARGE METAL BUILDING.
 TE0714'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED THE OLD DATA
 TE0714'FAVORABLY.  NEW DESCRIPTIVE TEXT FOLLOWS.
 TE0714' 
 TE0714'THE STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) NORTHWEST OF DEVILS
 TE0714'LAKE, ON THE WESTERN EDGE OF THE ABANDONED TOWN OF GRAND HARBOR AND
 TE0714'ABOUT 105 M (344.5 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 TE0714'HIGHWAY 2, IN AN ABANDONED SCHOOL YARD.  THE BURLINGTON NORTHERN
 TE0714'RAILROAD IN DEVILS LAKE, GO NORTHWEST ON HIGHWAY 2 FOR 10.3 KM
 TE0714'(6.40 MI) TO THE STATION ON THE RIGHT.
 TE0714' 
 TE0714'STATION MARK IS A STANDARD CGS MARK STAMPED--GRAND 1946--, SET
 TE0714'INTO A SQUARE CONCRETE POST 10 INCHES (25 CM) ON SIDE, FLUSH WITH
 TE0714'GROUND. LOCATED 50.6 METERS (166.0 FT) SOUTH FROM SOUTHEAST
 TE0714'CORNER OF OLD SCHOOL HOUSE.  14.3 METERS (46.9 FT) EAST FROM A LONE
 TE0714'TREE.  0.3 METER (1.0 FT) WEST FROM A WITNESS POST.
 TE0714' 
 TE0714'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--GRAND 1946 NO 1--,
 TE0714'SET INTO A SQUARE CONCRETE POST 12 INCHES (30 CM)) ON SIDE, PROJECTING
 TE0714'4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 28.4 METERS (93 FT) SOUTH
 TE0714'FROM A POWER POLE WITH TRANSFORMER. 3.8 METERS (12.5 FT) WEST FROM A
 TE0714'FENCE.  0.4 METER (1.3 FT) NORTH FROM A METAL WITNESS POST AND 0.3
 TE0714'MI (0.5 KM) HIGHER THAN GROUND.
 TE0714' 
 TE0714'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--GRAND 1946 NO 2--,
 TE0714'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 TE0714'DIAMETER, FLUSH WITH GROUND.  LOCATED 15.2 METERS (49.9 FT) NORTHWEST
 TE0714'FROM A LONE TREE.  9.1 METERS (29.9 FT) WEST FROM THE CENTER OF A
 TE0714'TRACK ROAD.  O.3 METER HIGHER THAN THE GROUND.
 TE0714' 
 TE0714'AZIMUTH MARK NO 2 IS A STANDARD CGS BENCH MARK DISK STAMPED--V 255
 TE0714'1963--, SET INTO THE TOP OF A 30 CM (12 INCH) SQUARE CONCRETE
 TE0714'MONUMENT, WHICH PROJECTS 19 CM (4 INCHES). IT IS 12.8 M (42.0 FT) EAST
 TE0714'OF THE CENTER OF A GRAVELED ROAD, 10.8 M (35.4 FT) NORTHEAST OF THE
 TE0714'NORTHEAST RAIL OF RAILROAD TRACK AND 0.6 M (2.0 FT) NORTHWEST OF A
 TE0714'WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST
 TE0714'ON HIGHWAY 2 FOR 1.5 KM (0.9 NMI) TO A GRAVELED ROAD.  TURN NORTH,
 TE0714'RIGHT, AND FOLLOW GRAVELED ROAD NORTH FOR 0.1 KM (0.05 MI) TO THE MARK
 TE0714'ON THE RIGHT.
 TE0714
 TE0714                          STATION RECOVERY (1999)
 TE0714
 TE0714'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0682 ***********************************************************************
 RQ0682  DESIGNATION -  GRAND
 RQ0682  PID         -  RQ0682
 RQ0682  STATE/COUNTY-  ND/DICKEY
 RQ0682  USGS QUAD   -  MERRICOURT SE (1971)
 RQ0682
 RQ0682                         *CURRENT SURVEY CONTROL
 RQ0682  ___________________________________________________________________
 RQ0682* NAD 83(1996)-  46 04 13.74447(N)    098 50 42.53635(W)     ADJUSTED  
 RQ0682* NAVD 88     -       603.0    (meters)    1978.     (feet)  VERTCON   
 RQ0682  ___________________________________________________________________
 RQ0682  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 RQ0682  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 RQ0682
 RQ0682  HORZ ORDER  -  FIRST
 RQ0682
 RQ0682.The horizontal coordinates were established by classical geodetic methods
 RQ0682.and adjusted by the National Geodetic Survey in January 1998..
 RQ0682
 RQ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0682
 RQ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0682
 RQ0682.The geoid height was determined by GEOID03.
 RQ0682
 RQ0682;                    North         East     Units Scale Factor Converg.
 RQ0682;SPC ND S     -    46,235.915   728,020.965   MT  1.00002409   +1 12 25.3
 RQ0682;SPC ND S     -   151,692.63  2,388,520.23   iFT  1.00002409   +1 12 25.3
 RQ0682;SPC SD N     -   249,254.752   689,350.617   MT  1.00009780   +0 49 02.4
 RQ0682;SPC SD N     -   817,763.30  2,261,644.48   sFT  1.00009780   +0 49 02.4
 RQ0682;UTM  14      - 5,101,890.515   511,975.238   MT  0.99960176   +0 06 41.5
 RQ0682
 RQ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0682!SPC ND S     -   0.99990921  x   1.00002409  =   0.99993330
 RQ0682!SPC SD N     -   0.99990921  x   1.00009780  =   1.00000700
 RQ0682!UTM  14      -   0.99990921  x   0.99960176  =   0.99951101
 RQ0682
 RQ0682:                Primary Azimuth Mark                     Grid Az
 RQ0682:SPC ND S     -  MERRICOURT CONG CHURCH SPIRE             022 10 14.8
 RQ0682:SPC SD N     -  MERRICOURT CONG CHURCH SPIRE             022 33 37.7
 RQ0682:UTM  14      -  MERRICOURT CONG CHURCH SPIRE             023 15 58.6
 RQ0682
 RQ0682|---------------------------------------------------------------------|
 RQ0682| PID    Reference Object                     Distance      Geod. Az  |
 RQ0682|                                                           dddmmss.s |
 RQ0682| RQ0681 MERRICOURT CONG CHURCH SPIRE        APPROX.16.4 KM 0232240.1 |
 RQ0682| RQ0674 ELLENDALE DICKEY CO CH FINIAL       APPROX.26.0 KM 1062451.4 |
 RQ0682| RQ0673 ELLENDALE MUNICIPAL TANK            APPROX.26.0 KM 1070803.9 |
 RQ0682| CO5076 GRAND AZ MK                                        1084444.7 |
 RQ0682| QR0645 FORBES CHURCH                       APPROX.14.9 KM 1602056.0 |
 RQ0682|---------------------------------------------------------------------|
 RQ0682
 RQ0682                          SUPERSEDED SURVEY CONTROL
 RQ0682
 RQ0682  NAD 83(1986)-  46 04 13.75239(N)    098 50 42.52731(W) AD(       ) 1
 RQ0682  NAD 27      -  46 04 13.85300(N)    098 50 41.15000(W) AD(       ) 1
 RQ0682  NGVD 29 (07/19/86)  602.6    (m)         1977.     (f) VERT ANG       
 RQ0682
 RQ0682.Superseded values are not recommended for survey control.
 RQ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0682.See file dsdata.txt to determine how the superseded data were derived.
 RQ0682
 RQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS1197501891(NAD 83)
 RQ0682_MARKER: DS = TRIANGULATION STATION DISK
 RQ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0682
 RQ0682  HISTORY     - Date     Condition        Report By
 RQ0682  HISTORY     - 1934     MONUMENTED       CGS
 RQ0682  HISTORY     - 1962     GOOD             CGS
 RQ0682
 RQ0682                          STATION DESCRIPTION
 RQ0682
 RQ0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0682'STATION IS LOCATED ABOUT 10.5 MILES SSW FROM MERRICOURT, IN
 RQ0682'SE 1/4 OF SEC. 17, T 130 N, R 65 W, GRAND TOWNSHIP, ABOUT 0.1
 RQ0682'MILE N OF THE S LINE AND 0.3 MILE W OF THE E LINE OF THE ABOVE
 RQ0682'SECTION.  IT IS ON TOP OF A PROMINENT KNOLL, COVERED WITH
 RQ0682'ROCKS, ABOUT 0.1 MILE N OF THE E AND W SECTION LINE ROAD.
 RQ0682'MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 RQ0682'
 RQ0682'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0682'BRONZE DISKS SET IN CONCRETE.
 RQ0682'
 RQ0682'REFERENCE MARK NO. 1 IS 31.920 METERS, 104.72 FEET, NE OF
 RQ0682'STATION.  MARK PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF
 RQ0682'THE GROUND.
 RQ0682'
 RQ0682'REFERENCE MARK NO. 2 IS 45.073 METERS, 147.88 FEET, SE OF
 RQ0682'STATION.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF
 RQ0682'THE GROUND.
 RQ0682'
 RQ0682'AZIMUTH MARK IS APPROXIMATELY 1.4 MILES SE FROM STATION.  IT
 RQ0682'IS REACHED BY GOING S ABOUT 0.1 MILE TO N AND S SECTION LINE
 RQ0682'ROAD, THENCE LEFT (E) GO 1.3 MILES TO CROSSROADS (GRAND VALLEY
 RQ0682'SCHOOL TO THE NE), TURN RIGHT (S) GO 0.4 MILE TO MARK ON
 RQ0682'RIGHT.  MARK IS ABOUT 50 FEET W OF CENTER LINE OF N AND S
 RQ0682'ROAD AND 2 FEET N OF E AND W FENCE LINE.  MARK PROJECTS ABOUT
 RQ0682'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 RQ0682'
 RQ0682'STATION IS REACHED FROM THE POST OFFICE IN ELLENDALE BY GOING
 RQ0682'N ON HIGHWAY 281 FOR 5.6 MILES TO CROSSROADS AND SECTION CORNER
 RQ0682'(FOUR MAIL BOXES TO LEFT).  TURN LEFT (W) ON GRADED DIRT ROAD
 RQ0682'AND GO 12.0 MILES TO CROSSROADS AND SECTION CORNER.  TURN
 RQ0682'LEFT (S) ON GRAVEL ROAD (MAIN MERRICOURT-FORBES ROAD) AND GO
 RQ0682'2.0 MILES TO CROSSROADS AND SECTION CORNER.  TURN RIGHT (W)
 RQ0682'ON GRAVEL ROAD AND GO 2.0 MILES TO CROSSROADS AND SECTION
 RQ0682'CORNER, TURN RIGHT (N) ON GRADED DIRT ROAD GO 1.0 MILE TO
 RQ0682'CROSSROADS AND SECTION CORNER (GRAND VALLEY SCHOOL TO NE)
 RQ0682'TURN LEFT (W) ON PRAIRIE ROAD AND GO 1.0 MILE TO WHERE A N
 RQ0682'AND S FENCE LINE TO THE S MARKS THE SECTION LINE.  CONTINUE
 RQ0682'W FOR 0.3 MILE TO TOP OF RIDGE AND STATION ABOUT 0.1 MILE TO
 RQ0682'THE N.
 RQ0682'
 RQ0682'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 RQ0682
 RQ0682                          STATION RECOVERY (1962)
 RQ0682
 RQ0682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 RQ0682'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 RQ0682'CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE TO REACH.
 RQ0682'A NEW TO REACH FOLLOWS--
 RQ0682'
 RQ0682'TO REACH THE STATION FROM THE POST OFFICE IN ELLENDALE, GO WEST
 RQ0682'ONE BLOCK TO U.S. HIGHWAY NO. 281.  TURN RIGHT AND GO NORTH
 RQ0682'ON U.S. HIGHWAY NO. 281 FOR 5.6 MILES TO A CROSSROADS.  TURN
 RQ0682'LEFT AND GO WEST ON A GRAVEL ROAD FOR 11.0 MILES TO A CROSSROADS.
 RQ0682'TURN LEFT AND GO SOUTH ON A GRAVEL ROAD (MAIN MERRICOURT
 RQ0682'TO FORBES ROAD) FOR 2.0 MILES TO A CROSSROADS.  TURN RIGHT
 RQ0682'AND GO WEST ON A GRAVEL ROAD FOR 2.0 MILES TO A CROSSROADS.
 RQ0682'TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 1.0 MILE TO A
 RQ0682'CROSSROADS.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR 0.8
 RQ0682'MILE TO A GATE ON THE RIGHT.  TURN RIGHT THROUGH THE GATE,
 RQ0682'THEN TURN LEFT AND GO WEST FOR 0.45 MILE TO A NORTH-SOUTH
 RQ0682'FENCE LINE.  PACK 30 YARDS WEST TO THE TOP OF THE HILL AND
 RQ0682'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0533 ***********************************************************************
 QT0533  DESIGNATION -  GRAND
 QT0533  PID         -  QT0533
 QT0533  STATE/COUNTY-  ND/BOWMAN
 QT0533  USGS QUAD   -  LADNER NE (1993)
 QT0533
 QT0533                         *CURRENT SURVEY CONTROL
 QT0533  ___________________________________________________________________
 QT0533* NAD 83(1996)-  45 59 33.45127(N)    103 32 07.39279(W)     ADJUSTED  
 QT0533* NAVD 88     -       915.17   (+/-2cm)    3002.5    (feet)  VERTCON   
 QT0533  ___________________________________________________________________
 QT0533  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QT0533  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 QT0533
 QT0533  HORZ ORDER  -  THIRD
 QT0533  VERT ORDER  -  THIRD ? (See Below)
 QT0533
 QT0533.The horizontal coordinates were established by classical geodetic methods
 QT0533.and adjusted by the National Geodetic Survey in January 1998..
 QT0533
 QT0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0533.The vertical order pertains to the NGVD 29 superseded value.
 QT0533
 QT0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0533
 QT0533.The geoid height was determined by GEOID03.
 QT0533
 QT0533;                    North         East     Units Scale Factor Converg.
 QT0533;SPC ND S     -    40,775.966   364,886.102   MT  1.00004294   -2 12 50.3
 QT0533;SPC ND S     -   133,779.42  1,197,132.88   iFT  1.00004294   -2 12 50.3
 QT0533;UTM  13      - 5,094,270.912   613,423.038   MT  0.99975815   +1 03 12.7
 QT0533
 QT0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0533!SPC ND S     -   0.99985899  x   1.00004294  =   0.99990193
 QT0533!UTM  13      -   0.99985899  x   0.99975815  =   0.99961718
 QT0533
 QT0533|---------------------------------------------------------------------|
 QT0533| PID    Reference Object                     Distance      Geod. Az  |
 QT0533|                                                           dddmmss.s |
 QT0533| CQ7702 GRAND RM 2                            8.998 METERS 00005     |
 QT0533| QT0534 GRAND 2                              33.875 METERS 02457     |
 QT0533| QT0563 GRAND RM 1                            8.272 METERS 17926     |
 QT0533| QT0558 GRAND AZ MK                                        1833524.0 |
 QT0533|---------------------------------------------------------------------|
 QT0533
 QT0533                          SUPERSEDED SURVEY CONTROL
 QT0533
 QT0533  NAD 83(1996)-  45 59 33.43972(N)    103 32 07.38935(W) AD(       ) 3
 QT0533  NAD 83(1986)-  45 59 33.43368(N)    103 32 07.38627(W) AD(       ) 3
 QT0533  NAD 27      -  45 59 33.42500(N)    103 32 05.70200(W) AD(       ) 3
 QT0533  NGVD 29 (07/19/86)  914.68   (m)         3000.9    (f) LEVELING    3  
 QT0533
 QT0533.Superseded values are not recommended for survey control.
 QT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0533.See file dsdata.txt to determine how the superseded data were derived.
 QT0533
 QT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1342394271(NAD 83)
 QT0533_MARKER: DS = TRIANGULATION STATION DISK
 QT0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QT0533
 QT0533  HISTORY     - Date     Condition        Report By
 QT0533  HISTORY     - 1952     MONUMENTED       CGS
 QT0533  HISTORY     - 1973     GOOD             USGS
 QT0533  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QT0533
 QT0533                          STATION DESCRIPTION
 QT0533
 QT0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0533'THE STATION IS IN SECTION 14, T 129 N, R 103 W, ON THE
 QT0533'RIGHT-OF-WAY OF A GRADED DIRT ROAD, ABOUT 12-1/2 MILES SOUTH
 QT0533'AND 6-3/4 MILES WEST OF BOWMAN, 10-1/2 MILES NORTH AND 6-1/2
 QT0533'MILES WEST OF LUDLOW, 3-1/2 MILES NORTH OF THE NORTH AND SOUTH
 QT0533'DAKOTA STATE LINE, 37 FEET EAST OF THE CENTER OF THE GRADED
 QT0533'ROAD, 5 FEET SOUTH-SOUTHWEST OF A 4 X 4 INCH WITNESS POST AND
 QT0533'3 FEET WEST OF A WIRE FENCE.
 QT0533'
 QT0533'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO NORTH
 QT0533'ON U.S. HIGHWAY 85 FOR 5.35 MILES TO A LARGE CONCRETE BRIDGE,
 QT0533'CONTINUE NORTH FOR 6.65 MILES TO A CROSS ROAD, TURN LEFT AND
 QT0533'GO WEST FOR 6.45 MILES TO A CROSS ROAD AND THE AZIMUTH MARK
 QT0533'AS DESCRIBED, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE TOP
 QT0533'OF THE RIDGE AND THE STATION ON THE RIGHT.
 QT0533'
 QT0533'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QT0533'GRAND 1952.
 QT0533'
 QT0533'REFERENCE MARK 1 IS 37 FEET EAST OF THE CENTER OF THE GRADED
 QT0533'ROAD AND 2 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS
 QT0533'5 INCHES AND THE DISK IS STAMPED GRAND NO 1 1952.
 QT0533'
 QT0533'REFERENCE MARK 2 IS 37 FEET EAST OF THE CENTER OF THE GRADED
 QT0533'ROAD AND 2 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS
 QT0533'3 INCHES AND THE DISK IS STAMPED GRAND NO 2 1952.
 QT0533'
 QT0533'THE AZIMUTH MARK IS 75 FEET SOUTHWEST OF THE CENTER OF THE
 QT0533'CROSS ROAD, 4 FEET NORTH-NORTHEAST OF A POWER-LINE POLE AND
 QT0533'4 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 QT0533'8 INCHES AND THE DISK IS STAMPED GRAND 1952.
 QT0533'
 QT0533'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QT0533
 QT0533                          STATION RECOVERY (1973)
 QT0533
 QT0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 QT0533'TO REACH THE STATION FROM THE MAIN STREET AND U.S. HWY. 12
 QT0533'IN RHAME, GO EAST ON U.S. HWY. 12 FOR 5.9 MI. TO A PAVED ROAD
 QT0533'SOUTH, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 11.4 MI. TO
 QT0533'THE END OF THE PAVEMENT, CONTINUE SOUTH ON MAIN GRAVEL ROAD
 QT0533'FOR 3.55 MI. TO ROAD AT CREST AND THE STATION ON THE LEFT.
 QT0533'CONTINUE SOUTH ON MAIN GRAVEL ROAD FOR 0.3 MI. TO A CROSS
 QT0533'ROAD AND THE AZIMUTH MARK SOUTHWEST OF THE INTERSECTION.
 QT0533
 QT0533                          STATION RECOVERY (1977)
 QT0533
 QT0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QT0533'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 QT0533'IN GOOD CONDITION ON TOP OF LARGE MOUNDS OF EARTH LEFT DURING
 QT0533'ROAD IMPROVEMENTS.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 QT0533'CONDITION OUTSIDE THE CONSTRUCTION AREA.  THE COUNTY COMMISSIONERS
 QT0533'REQUESTED THAT THE STATION MARK AND REFERENCE MARKS BE MOVED DUE
 QT0533'TO THE ROAD IMPROVEMENTS.  STATION GRAND 2 AND REFERENCE MARKS
 QT0533'NO. 3 AND NO. 4 WERE ESTABLISHED, FOR MORE INFORMATION SEE
 QT0533'DESCRIPTION OF GRAND 2 1977.  THE DISKS WERE REMOVED FROM
 QT0533'STATION MARK GRAND AND REFERENCE MARKS NO. 1 AND NO. 2 AT
 QT0533'THIS TIME.
 QT0533'
 QT0533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 QT0533'SW OF BOWMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0534 ***********************************************************************
 QT0534  DESIGNATION -  GRAND 2
 QT0534  PID         -  QT0534
 QT0534  STATE/COUNTY-  ND/BOWMAN
 QT0534  USGS QUAD   -  LADNER NE (1993)
 QT0534
 QT0534                         *CURRENT SURVEY CONTROL
 QT0534  ___________________________________________________________________
 QT0534* NAD 83(1996)-  45 59 34.44606(N)    103 32 06.72887(W)     ADJUSTED  
 QT0534* NAVD 88     -       915.4    (meters)    3003.     (feet)  VERTCON   
 QT0534  ___________________________________________________________________
 QT0534  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QT0534  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 QT0534
 QT0534  HORZ ORDER  -  THIRD
 QT0534
 QT0534.The horizontal coordinates were established by classical geodetic methods
 QT0534.and adjusted by the National Geodetic Survey in January 1998..
 QT0534.No horizontal observational check was made to the station.
 QT0534
 QT0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0534
 QT0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0534
 QT0534.The geoid height was determined by GEOID03.
 QT0534
 QT0534;                    North         East     Units Scale Factor Converg.
 QT0534;SPC ND S     -    40,806.107   364,901.567   MT  1.00004287   -2 12 49.8
 QT0534;SPC ND S     -   133,878.30  1,197,183.62   iFT  1.00004287   -2 12 49.8
 QT0534;UTM  13      - 5,094,301.877   613,436.755   MT  0.99975819   +1 03 13.2
 QT0534
 QT0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0534!SPC ND S     -   0.99985896  x   1.00004287  =   0.99990182
 QT0534!UTM  13      -   0.99985896  x   0.99975819  =   0.99961718
 QT0534
 QT0534|---------------------------------------------------------------------|
 QT0534| PID    Reference Object                     Distance      Geod. Az  |
 QT0534|                                                           dddmmss.s |
 QT0534| CQ7704 GRAND 2 RM 4                         13.531 METERS 17209     |
 QT0534| QT0558 GRAND AZ MK                                        1850245.4 |
 QT0534| QT0533 GRAND                                33.875 METERS 20457     |
 QT0534| CQ7703 GRAND 2 RM 3                         13.850 METERS 34645     |
 QT0534|---------------------------------------------------------------------|
 QT0534
 QT0534                          SUPERSEDED SURVEY CONTROL
 QT0534
 QT0534  NAD 83(1996)-  45 59 34.43451(N)    103 32 06.72542(W) AD(       ) 3
 QT0534  NAD 83(1986)-  45 59 34.42847(N)    103 32 06.72235(W) AD(       ) 3
 QT0534  NAD 27      -  45 59 34.41980(N)    103 32 05.03811(W) AD(       ) 3
 QT0534  NGVD 29 (07/19/86)  914.9    (m)         3002.     (f) VERT ANG       
 QT0534
 QT0534.Superseded values are not recommended for survey control.
 QT0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0534.See file dsdata.txt to determine how the superseded data were derived.
 QT0534
 QT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL1343794302(NAD 83)
 QT0534_MARKER: DS = TRIANGULATION STATION DISK
 QT0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QT0534
 QT0534  HISTORY     - Date     Condition        Report By
 QT0534  HISTORY     - 1977     MONUMENTED       NGS
 QT0534
 QT0534                          STATION DESCRIPTION
 QT0534
 QT0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QT0534'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF BOWMAN, 12
 QT0534'MILES NORTHWEST OF LUDLOW, AND 3.5 MILES NORTH OF THE NORTH
 QT0534'DAKOTA-SOUTH DAKOTA STATE LINE, IN SEC 14, T 129 N, R 103 W, IN
 QT0534'PASTURE LAND OWNED BY MRS. THELMA GRENI OF BOWMAN.
 QT0534'
 QT0534'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND 85
 QT0534'AT THE WEST EDGE OF BOWMAN, GO WEST ON HIGHWAY 12 FOR 6.65 MILES
 QT0534'TO A SIDE ROAD LEFT JUST SOUTHEAST OF THE GRIFFIN GRAIN ELEVATOR,
 QT0534'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD 15.55 MILES TO THE
 QT0534'TOP OF A HILL AND A FIELD ENTRANCE ON THE LEFT AND THE STATION
 QT0534'AS DESCRIBED.
 QT0534'
 QT0534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 QT0534'GRAVELED ROAD 0.3 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN
 QT0534'THE SOUTHWEST ANGLE AS DESCRIBED.
 QT0534'
 QT0534'THE STATION MARK IS A STANDARD DISK STAMPED GRAND 2 1977, SET IN
 QT0534'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 QT0534'86 FEET EAST OF THE CENTER OF THE ROAD, 25 FEET SOUTH OF THE
 QT0534'CENTER OF THE FIELD ENTRANCE, AND 39 FEET EAST OF THE RIGHT-OF-WAY
 QT0534'FENCE AND METAL WITNESS POST.
 QT0534'
 QT0534'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GRAND 2 NO 3 1977,
 QT0534'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 QT0534'IT IS 72 FEET EAST OF THE CENTER OF THE ROAD, 56 FEET NORTHEAST OF
 QT0534'THE WITNESS POST, 28 FEET EAST OF THE FENCE, AND 20 FEET NORTH OF
 QT0534'THE CENTER OF THE FIELD ENTRANCE.
 QT0534'
 QT0534'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GRAND 2 NO 4 1977,
 QT0534'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 QT0534'GROUND.  IT IS 92 FEET EAST OF THE CENTER OF THE ROAD, 69 FEET
 QT0534'SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 60 FEET SOUTHEAST OF THE
 QT0534'WITNESS POST, AND 45 FEET EAST OF THE FENCE.
 QT0534'
 QT0534'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAND 1952, SET IN
 QT0534'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 QT0534'IS 75 FEET SOUTHWEST OF THE CENTER OF THE CROSSROADS, 54
 QT0534'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 51 FEET SOUTH OF
 QT0534'THE EAST-WEST ROAD, 4 FEET NORTH-NORTHEAST OF A POWER POLE, AND
 QT0534'0.8 FOOT SOUTH OF A METAL WITNESS POST.
 QT0534'
 QT0534'NEAREST TOWN--LUDLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0716 ***********************************************************************
 TE0716  DESIGNATION -  GRAND AZ MK
 TE0716  PID         -  TE0716
 TE0716  STATE/COUNTY-  ND/RAMSEY
 TE0716  USGS QUAD   -  PENN (1994)
 TE0716
 TE0716                         *CURRENT SURVEY CONTROL
 TE0716  ___________________________________________________________________
 TE0716* NAD 83(1986)-  48 10 35.     (N)    099 00 06.     (W)     SCALED    
 TE0716* NAVD 88     -       446.044  (meters)    1463.40   (feet)  ADJUSTED  
 TE0716  ___________________________________________________________________
 TE0716  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 TE0716  DYNAMIC HT  -         446.125 (meters)    1463.66  (feet)  COMP
 TE0716  MODELED GRAV-     980,777.9   (mgal)                       NAVD 88
 TE0716
 TE0716  VERT ORDER  -  FIRST     CLASS II
 TE0716
 TE0716.The horizontal coordinates were scaled from a topographic map and have
 TE0716.an estimated accuracy of +/- 6 seconds.
 TE0716
 TE0716.The orthometric height was determined by differential leveling
 TE0716.and adjusted by the National Geodetic Survey in June 1991..
 TE0716
 TE0716.The geoid height was determined by GEOID03.
 TE0716
 TE0716.The dynamic height is computed by dividing the NAVD 88
 TE0716.geopotential number by the normal gravity value computed on the
 TE0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0716.degrees latitude (g = 980.6199 gals.).
 TE0716
 TE0716.The modeled gravity was interpolated from observed gravity values.
 TE0716
 TE0716;                    North         East    Units  Estimated Accuracy
 TE0716;SPC ND N     -   131,880.      711,420.      MT  (+/- 180 meters Scaled)
 TE0716
 TE0716                          SUPERSEDED SURVEY CONTROL
 TE0716
 TE0716.No superseded survey control is available for this station.
 TE0716
 TE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU998359(NAD 83)
 TE0716_MARKER: DZ = AZIMUTH MARK DISK
 TE0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0716_STAMPING: GRAND 1946
 TE0716_MARK LOGO: CGS   
 TE0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0716+STABILITY: SURFACE MOTION
 TE0716
 TE0716  HISTORY     - Date     Condition        Report By
 TE0716  HISTORY     - 1946     MONUMENTED       CGS
 TE0716  HISTORY     - 1963     GOOD             NGS
 TE0716  HISTORY     - 1982     GOOD             NGS
 TE0716
 TE0716                          STATION DESCRIPTION
 TE0716
 TE0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0716'8.0 MI NW FROM DEVILS LAKE.
 TE0716'ABOUT 8.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0716'STATION AT DEVILS LAKE, IN S 10, R 65 W, T 154 N, ABOUT 0.8 MILE WEST
 TE0716'ALONG U.S. HIGHWAY 2 FROM A SCHOOLHOUSE, ABOUT 0.15 MILE SOUTHEAST OF
 TE0716'A GRAVELED ROAD CROSSING, ON THE TOP AND NEAR THE SOUTHEAST END OF A
 TE0716'SHALLOW CUT ALONG THE NORTHEAST SIDE OF THE HIGHWAY, 302 FEET
 TE0716'SOUTHWEST OF THE SOUTHWEST RAIL, 99.5 FEET NORTHEAST OF THE CENTERLINE
 TE0716'OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF A
 TE0716'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT
 TE0716'12 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0716'POST PROJECTING 1 INCH.
 TE0716
 TE0716                          STATION RECOVERY (1982)
 TE0716
 TE0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0716'RECOVERED THIS DATE, DELETE 8.0 MILES NORTHWEST ALONG THE GREAT
 TE0716'NORTHERN RAILROAD, DELETE 1 FOOT NORTHEAST OF A FENCE, ADD 11.7 KM
 TE0716'(7.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1291 ***********************************************************************
 SL1291  DESIGNATION -  GRAND FORKS AFB NE WATER TANK
 SL1291  PID         -  SL1291
 SL1291  STATE/COUNTY-  ND/GRAND FORKS
 SL1291  USGS QUAD   -  EMERADO (1979)
 SL1291
 SL1291                         *CURRENT SURVEY CONTROL
 SL1291  ___________________________________________________________________
 SL1291* NAD 83(1996)-  47 57 22.91864(N)    097 22 22.67496(W)     ADJUSTED  
 SL1291* NAVD 88     -                                                        
 SL1291  ___________________________________________________________________
 SL1291  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 SL1291  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 SL1291
 SL1291  HORZ ORDER  -  THIRD
 SL1291
 SL1291.The horizontal coordinates were established by classical geodetic methods
 SL1291.and adjusted by the National Geodetic Survey in January 1998..
 SL1291
 SL1291
 SL1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1291
 SL1291.The geoid height was determined by GEOID03.
 SL1291
 SL1291;                    North         East     Units Scale Factor Converg.
 SL1291;SPC ND N     -   111,070.919   833,474.186   MT  0.99993834   +2 19 37.0
 SL1291;SPC ND N     -   364,405.90  2,734,495.36   iFT  0.99993834   +2 19 37.0
 SL1291;SPC MN N     -   270,727.193   481,052.460   MT  0.99990504   -3 10 01.9
 SL1291;UTM  14      - 5,312,731.524   621,470.122   MT  0.99978131   +1 12 30.4
 SL1291
 SL1291                          SUPERSEDED SURVEY CONTROL
 SL1291
 SL1291  NAD 83(1986)-  47 57 22.91702(N)    097 22 22.67254(W) AD(       ) 4
 SL1291  NAD 27      -  47 57 22.96003(N)    097 22 21.36396(W) AD(       ) 3
 SL1291
 SL1291.Superseded values are not recommended for survey control.
 SL1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1291.See file dsdata.txt to determine how the superseded data were derived.
 SL1291
 SL1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2147012732(NAD 83)
 SL1291_MARKER: 53 = ELEVATED TANK
 SL1291
 SL1291  HISTORY     - Date     Condition        Report By
 SL1291  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1291  HISTORY     - 1964     GOOD             CGS
 SL1291  HISTORY     - 1967     GOOD             CGS
 SL1291  HISTORY     - 1982     GOOD             DMA
 SL1291
 SL1291                          STATION DESCRIPTION
 SL1291
 SL1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1291'THE STATION IS IN THE NORTHEAST PART OF THE GRAND FORKS AFB,
 SL1291'180 FEET NORTH OF THE CENTER OF 7TH AVENUE AND 100 FEET WEST OF
 SL1291'THE CENTER OF J STREET.
 SL1291'
 SL1291'IT IS SUPPORTED BY AN 8-LEGGED STEEL STRUCTURE.  HAVING AN OVER-ALL
 SL1291'HEIGHT OF 155 FEET AND THE BALL AT THE TOP AND CENTER WAS THE
 SL1291'POINT OBSERVED UPON.
 SL1291
 SL1291                          STATION RECOVERY (1964)
 SL1291
 SL1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 SL1291'THE STATION WAS RECOVERED AS DESCRIBED IN MINN.-N. DAK.
 SL1291
 SL1291                          STATION RECOVERY (1967)
 SL1291
 SL1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 SL1291'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SL1291
 SL1291                          STATION RECOVERY (1982)
 SL1291
 SL1291'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (GAP)
 SL1291'INTERSECTION STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1293 ***********************************************************************
 SL1293  DESIGNATION -  GRAND FORKS AFB TANK 234
 SL1293  PID         -  SL1293
 SL1293  STATE/COUNTY-  ND/GRAND FORKS
 SL1293  USGS QUAD   -  ARVILLA (1963)
 SL1293
 SL1293                         *CURRENT SURVEY CONTROL
 SL1293  ___________________________________________________________________
 SL1293* NAD 83(1996)-  47 56 50.02753(N)    097 22 46.91804(W)     ADJUSTED  
 SL1293* NAVD 88     -                                                        
 SL1293  ___________________________________________________________________
 SL1293  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 SL1293  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL1293
 SL1293  HORZ ORDER  -  THIRD
 SL1293
 SL1293.The horizontal coordinates were established by classical geodetic methods
 SL1293.and adjusted by the National Geodetic Survey in January 1998..
 SL1293
 SL1293
 SL1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1293
 SL1293.The geoid height was determined by GEOID03.
 SL1293
 SL1293;                    North         East     Units Scale Factor Converg.
 SL1293;SPC ND N     -   110,035.545   833,012.821   MT  0.99993871   +2 19 18.9
 SL1293;SPC ND N     -   361,009.01  2,732,981.70   iFT  0.99993871   +2 19 18.9
 SL1293;SPC MN N     -   269,740.782   480,494.102   MT  0.99990472   -3 10 19.9
 SL1293;UTM  14      - 5,311,705.516   620,988.708   MT  0.99977987   +1 12 11.8
 SL1293
 SL1293                          SUPERSEDED SURVEY CONTROL
 SL1293
 SL1293  NAD 83(1986)-  47 56 50.02578(N)    097 22 46.91562(W) AD(       ) 4
 SL1293  NAD 27      -  47 56 50.06786(N)    097 22 45.60511(W) AD(       ) 3
 SL1293
 SL1293.Superseded values are not recommended for survey control.
 SL1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1293.See file dsdata.txt to determine how the superseded data were derived.
 SL1293
 SL1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2098911706(NAD 83)
 SL1293_MARKER: 53 = ELEVATED TANK
 SL1293
 SL1293  HISTORY     - Date     Condition        Report By
 SL1293  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1293  HISTORY     - 1964     GOOD             CGS
 SL1293  HISTORY     - 1967     GOOD             CGS
 SL1293  HISTORY     - 1982     GOOD             DMA
 SL1293
 SL1293                          STATION DESCRIPTION
 SL1293
 SL1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1293'THE STATION IS IN THE SOUTH CENTRAL PART OF THE GRAND FORKS
 SL1293'AFB, 400 FEET EAST OF THE COMPOSITE BUILDING AND 150 FEET SOUTH
 SL1293'OF THE CENTER OF 5TH AVENUE.
 SL1293'
 SL1293'IT IS SUPPORTED BY AN 8-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY
 SL1293'RED AND WHITE.  HAVING AN OVER-ALL HEIGHT OF 150 FEET AND THE
 SL1293'BALL AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 SL1293
 SL1293                          STATION RECOVERY (1964)
 SL1293
 SL1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 SL1293'THE STATION WAS RECOVERED AS DESCRIBED IN MINN.-N. DAK.
 SL1293
 SL1293                          STATION RECOVERY (1967)
 SL1293
 SL1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 SL1293'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SL1293
 SL1293                          STATION RECOVERY (1982)
 SL1293
 SL1293'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (GAP)
 SL1293'INTERSECTION STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1294 ***********************************************************************
 SL1294  DESIGNATION -  GRAND FORKS AFB TANK 537 BCN
 SL1294  PID         -  SL1294
 SL1294  STATE/COUNTY-  ND/GRAND FORKS
 SL1294  USGS QUAD   -  ARVILLA (1963)
 SL1294
 SL1294                         *CURRENT SURVEY CONTROL
 SL1294  ___________________________________________________________________
 SL1294* NAD 83(1996)-  47 56 52.98785(N)    097 23 15.12202(W)     ADJUSTED  
 SL1294* NAVD 88     -                                                        
 SL1294  ___________________________________________________________________
 SL1294  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 SL1294  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 SL1294
 SL1294  HORZ ORDER  -  THIRD
 SL1294
 SL1294.The horizontal coordinates were established by classical geodetic methods
 SL1294.and adjusted by the National Geodetic Survey in January 1998..
 SL1294
 SL1294
 SL1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1294
 SL1294.The geoid height was determined by GEOID03.
 SL1294
 SL1294;                    North         East     Units Scale Factor Converg.
 SL1294;SPC ND N     -   110,103.217   832,424.398   MT  0.99993868   +2 18 57.9
 SL1294;SPC ND N     -   361,231.03  2,731,051.17   iFT  0.99993868   +2 18 57.9
 SL1294;UTM  14      - 5,311,784.650   620,401.812   MT  0.99977813   +1 11 50.9
 SL1294
 SL1294                          SUPERSEDED SURVEY CONTROL
 SL1294
 SL1294  NAD 83(1986)-  47 56 52.98614(N)    097 23 15.11970(W) AD(       ) 4
 SL1294  NAD 27      -  47 56 53.02513(N)    097 23 13.80873(W) AD(       ) 3
 SL1294
 SL1294.Superseded values are not recommended for survey control.
 SL1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1294.See file dsdata.txt to determine how the superseded data were derived.
 SL1294
 SL1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2040211785(NAD 83)
 SL1294_MARKER: 53 = ELEVATED TANK
 SL1294
 SL1294  HISTORY     - Date     Condition        Report By
 SL1294  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1294  HISTORY     - 1964     GOOD             CGS
 SL1294  HISTORY     - 1967     GOOD             CGS
 SL1294  HISTORY     - 1975     GOOD             NGS
 SL1294  HISTORY     - 1982     GOOD             DMA
 SL1294
 SL1294                          STATION DESCRIPTION
 SL1294
 SL1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1294'THE STATION IS IN THE SOUTHWEST PART OF THE GRAND FORKS AFB,
 SL1294'145 FEET NORTH OF THE CENTER OF 5TH AVENUE AND 145 FEET WEST
 SL1294'OF THE CENTER OF E STREET.
 SL1294'
 SL1294'IT IS SUPPORTED BY A 7-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY
 SL1294'RED AND WHITE.  HAVING AN OVER-ALL HEIGHT OF 150 FEET AND THE
 SL1294'BEACON AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 SL1294
 SL1294                          STATION RECOVERY (1964)
 SL1294
 SL1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 SL1294'THE STATION WAS RECOVERED AS DESCRIBED IN MINN.-N. DAK.
 SL1294
 SL1294                          STATION RECOVERY (1967)
 SL1294
 SL1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 SL1294'THE STATION WAS RECOVERED IN GOOD CONDITION.
 SL1294
 SL1294                          STATION RECOVERY (1975)
 SL1294
 SL1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 SL1294'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SL1294'
 SL1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND FORKS
 SL1294'AIR FORCE BASE.
 SL1294
 SL1294                          STATION RECOVERY (1982)
 SL1294
 SL1294'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (GAP)
 SL1294'INTERSECTION STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1262 ***********************************************************************
 SL1262  DESIGNATION -  GRAND FORKS MILLER MILL CO TK
 SL1262  PID         -  SL1262
 SL1262  STATE/COUNTY-  ND/GRAND FORKS
 SL1262  USGS QUAD   -  GRAND FORKS (1994)
 SL1262
 SL1262                         *CURRENT SURVEY CONTROL
 SL1262  ___________________________________________________________________
 SL1262* NAD 83(1996)-  47 55 19.79999(N)    097 01 53.32063(W)     ADJUSTED  
 SL1262* NAVD 88     -                                                        
 SL1262  ___________________________________________________________________
 SL1262  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 SL1262  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL1262
 SL1262  HORZ ORDER  -  THIRD
 SL1262
 SL1262.The horizontal coordinates were established by classical geodetic methods
 SL1262.and adjusted by the National Geodetic Survey in January 1998..
 SL1262
 SL1262
 SL1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1262
 SL1262.The geoid height was determined by GEOID03.
 SL1262
 SL1262;                    North         East     Units Scale Factor Converg.
 SL1262;SPC ND N     -   108,364.366   859,125.529   MT  0.99993985   +2 34 51.8
 SL1262;SPC ND N     -   355,526.14  2,818,653.31   iFT  0.99993985   +2 34 51.8
 SL1262;SPC MN N     -   265,577.074   506,325.905   MT  0.99990396   -2 54 50.7
 SL1262;UTM  14      - 5,309,524.889   647,060.721   MT  0.99986575   +1 27 40.9
 SL1262
 SL1262                          SUPERSEDED SURVEY CONTROL
 SL1262
 SL1262  NAD 83(1986)-  47 55 19.79880(N)    097 01 53.31453(W) AD(       ) 4
 SL1262  NAD 27      -  47 55 19.87496(N)    097 01 52.04138(W) AD(       ) 3
 SL1262
 SL1262.Superseded values are not recommended for survey control.
 SL1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1262.See file dsdata.txt to determine how the superseded data were derived.
 SL1262
 SL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4706109525(NAD 83)
 SL1262_MARKER: 53 = ELEVATED TANK
 SL1262
 SL1262  HISTORY     - Date     Condition        Report By
 SL1262  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1262  HISTORY     - 1954     GOOD             CGS
 SL1262  HISTORY     - 1961     GOOD             CGS
 SL1262
 SL1262                          STATION DESCRIPTION
 SL1262
 SL1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1262'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF THE
 SL1262'TOWN OF GRAND FORKS, NEAR THE CORNER OF KITTSON AND CHESTNUT
 SL1262'STREETS.  IT IS OF ALL STEEL CONSTRUCTION, PAINTED SILVER
 SL1262'AND HAS A POLE AT THE TOP, WHICH IS THE OBJECT SIGHTED UPON.
 SL1262'IT WAS BUILT IN 1915 AND IS ABOUT 125 FEET HIGH.
 SL1262
 SL1262                          STATION RECOVERY (1954)
 SL1262
 SL1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 SL1262'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 SL1262
 SL1262                          STATION RECOVERY (1961)
 SL1262
 SL1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1262'THE STATION IS NEAR THE CENTER OF THE CITY OF GRAND FORKS,
 SL1262'275 FEET WEST OF THE CENTER OF SOUTH 5TH STREET, 225 FEET
 SL1262'EAST OF THE CENTER OF SOUTH 1ST AVENUE AND 60 FEET SOUTH
 SL1262'OF THE CENTER OF WALNUT STREET.
 SL1262'
 SL1262'THE STATION IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED
 SL1262'SILVER.  HAVING AN OVER-ALL HEIGHT OF 150 FEET AND THE BALL
 SL1262'AT THE APEX WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1263 ***********************************************************************
 SL1263  DESIGNATION -  GRAND FORKS MUNICIPAL TANK
 SL1263  PID         -  SL1263
 SL1263  STATE/COUNTY-  ND/GRAND FORKS
 SL1263  USGS QUAD   -  GRAND FORKS (1994)
 SL1263
 SL1263                         *CURRENT SURVEY CONTROL
 SL1263  ___________________________________________________________________
 SL1263* NAD 83(1996)-  47 55 05.30157(N)    097 02 40.34915(W)     ADJUSTED  
 SL1263* NAVD 88     -                                                        
 SL1263  ___________________________________________________________________
 SL1263  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SL1263  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1263
 SL1263  HORZ ORDER  -  THIRD
 SL1263
 SL1263.The horizontal coordinates were established by classical geodetic methods
 SL1263.and adjusted by the National Geodetic Survey in January 1998..
 SL1263
 SL1263
 SL1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1263
 SL1263.The geoid height was determined by GEOID03.
 SL1263
 SL1263;                    North         East     Units Scale Factor Converg.
 SL1263;SPC ND N     -   107,873.168   858,170.330   MT  0.99994005   +2 34 16.8
 SL1263;SPC ND N     -   353,914.59  2,815,519.46   iFT  0.99994005   +2 34 16.8
 SL1263;SPC MN N     -   265,179.618   505,328.094   MT  0.99990386   -2 55 25.6
 SL1263;UTM  14      - 5,309,052.487   646,096.179   MT  0.99986228   +1 27 05.7
 SL1263
 SL1263                          SUPERSEDED SURVEY CONTROL
 SL1263
 SL1263  NAD 83(1986)-  47 55 05.30032(N)    097 02 40.34306(W) AD(       ) 4
 SL1263  NAD 27      -  47 55 05.37486(N)    097 02 39.06650(W) AD(       ) 3
 SL1263
 SL1263.Superseded values are not recommended for survey control.
 SL1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1263.See file dsdata.txt to determine how the superseded data were derived.
 SL1263
 SL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4609609052(NAD 83)
 SL1263_MARKER: 53 = ELEVATED TANK
 SL1263
 SL1263  HISTORY     - Date     Condition        Report By
 SL1263  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1263  HISTORY     - 1954     GOOD             CGS
 SL1263  HISTORY     - 1961     GOOD             CGS
 SL1263
 SL1263                          STATION DESCRIPTION
 SL1263
 SL1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1263'THIS STATION IS LOCATED AT THE E SIDE OF THE TOWN OF GRAND
 SL1263'FORKS, IN THE SE CORNER OF THE INTERSECTION OF N WASHINGTON
 SL1263'STREET AND 5TH AVENUE, NEAR THE GREAT NORTHERN RAILROAD.
 SL1263'IT IS OF ALL STEEL CONSTRUCTION, PAINTED SILVER, IS ABOUT
 SL1263'100 FEET HIGH AND HAS A SILVER BALL AT THE TOP WHICH IS THE
 SL1263'OBJECT SIGHTED UPON.  THE TANK WAS BUILT IN 1935.
 SL1263
 SL1263                          STATION RECOVERY (1954)
 SL1263
 SL1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 SL1263'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 SL1263
 SL1263                          STATION RECOVERY (1961)
 SL1263
 SL1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1263'THE STATION IS IN THE WEST CENTRAL PART OF THE CITY OF GRAND
 SL1263'FORKS, 95 FEET EAST OF THE CENTER OF U.S. HIGHWAY 81, 80 FEET
 SL1263'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 40 FEET
 SL1263'NORTH OF THE NORTH WALL OF THE FAMILY MOTEL.
 SL1263'
 SL1263'IT IS SUPPORTED BY A 6-LEGGED STEEL STRUCTURE PAINTED SILVER.
 SL1263'HAVING AN OVER-ALL HEIGHT OF 150 FEET AND THE BALL AT THE
 SL1263'APEX WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1259 ***********************************************************************
 SL1259  DESIGNATION -  GRAND FORKS RAD STA KNOX MAST
 SL1259  PID         -  SL1259
 SL1259  STATE/COUNTY-  ND/GRAND FORKS
 SL1259  USGS QUAD   -  GRAND FORKS (1994)
 SL1259
 SL1259                         *CURRENT SURVEY CONTROL
 SL1259  ___________________________________________________________________
 SL1259* NAD 83(1996)-  47 56 21.40814(N)    097 03 12.23233(W)     ADJUSTED  
 SL1259* NAVD 88     -                                                        
 SL1259  ___________________________________________________________________
 SL1259  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 SL1259  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL1259
 SL1259  HORZ ORDER  -  THIRD
 SL1259
 SL1259.The horizontal coordinates were established by classical geodetic methods
 SL1259.and adjusted by the National Geodetic Survey in January 1998..
 SL1259
 SL1259
 SL1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1259
 SL1259.The geoid height was determined by GEOID03.
 SL1259
 SL1259;                    North         East     Units Scale Factor Converg.
 SL1259;SPC ND N     -   110,191.627   857,403.896   MT  0.99993905   +2 33 53.0
 SL1259;SPC ND N     -   361,521.09  2,813,004.91   iFT  0.99993905   +2 33 53.0
 SL1259;SPC MN N     -   267,560.732   504,787.218   MT  0.99990446   -2 55 49.2
 SL1259;UTM  14      - 5,311,385.294   645,375.245   MT  0.99985969   +1 26 43.7
 SL1259
 SL1259                          SUPERSEDED SURVEY CONTROL
 SL1259
 SL1259  NAD 83(1986)-  47 56 21.40696(N)    097 03 12.22645(W) AD(       ) 4
 SL1259  NAD 27      -  47 56 21.48225(N)    097 03 10.95315(W) AD(       ) 3
 SL1259
 SL1259.Superseded values are not recommended for survey control.
 SL1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1259.See file dsdata.txt to determine how the superseded data were derived.
 SL1259
 SL1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4537511385(NAD 83)
 SL1259_MARKER: 42 = RADIO/TV MAST
 SL1259
 SL1259  HISTORY     - Date     Condition        Report By
 SL1259  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1259
 SL1259                          STATION DESCRIPTION
 SL1259
 SL1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1259'THE STATION IS IN THE NORTH CENTRAL PART OF GRAND FORKS.
 SL1259'
 SL1259'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 SL1259'81, IN THE NORTH PART OF GRAND FORKS, GO EAST ON U.S. HIGHWAY 2
 SL1259'FOR 0.1 MILE TO A CROSS STREET, TURN LEFT AND GO NORTH ON THE
 SL1259'MACADAM ROAD PARALLELING THE RAILROAD FOR 0.5 MILE TO THE STATION
 SL1259'ON THE RIGHT.
 SL1259'
 SL1259'THE STATION IS A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATELY
 SL1259'RED AND WHITE.  HAVING AN OVER-ALL HEIGHT OF 100 FEET AND THE
 SL1259'FLASHING LIGHT AT THE TOP WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1265 ***********************************************************************
 SL1265  DESIGNATION -  GRAND FORKS S MUNICIPAL TANK
 SL1265  PID         -  SL1265
 SL1265  STATE/COUNTY-  ND/GRAND FORKS
 SL1265  USGS QUAD   -  GRAND FORKS (1994)
 SL1265
 SL1265                         *CURRENT SURVEY CONTROL
 SL1265  ___________________________________________________________________
 SL1265* NAD 83(1996)-  47 53 51.92448(N)    097 02 19.25517(W)     ADJUSTED  
 SL1265* NAVD 88     -                                                        
 SL1265  ___________________________________________________________________
 SL1265  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 SL1265  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1265
 SL1265  HORZ ORDER  -  THIRD
 SL1265
 SL1265.The horizontal coordinates were established by classical geodetic methods
 SL1265.and adjusted by the National Geodetic Survey in January 1998..
 SL1265
 SL1265
 SL1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1265
 SL1265.The geoid height was determined by GEOID03.
 SL1265
 SL1265;                    North         East     Units Scale Factor Converg.
 SL1265;SPC ND N     -   105,628.952   858,709.655   MT  0.99994114   +2 34 32.5
 SL1265;SPC ND N     -   346,551.68  2,817,288.89   iFT  0.99994114   +2 34 32.5
 SL1265;SPC MN N     -   262,894.154   505,650.022   MT  0.99990341   -2 55 09.9
 SL1265;UTM  14      - 5,306,798.333   646,591.498   MT  0.99986406   +1 27 19.6
 SL1265
 SL1265                          SUPERSEDED SURVEY CONTROL
 SL1265
 SL1265  NAD 83(1986)-  47 53 51.92312(N)    097 02 19.24892(W) AD(       ) 4
 SL1265  NAD 27      -  47 53 51.99988(N)    097 02 17.97147(W) AD(       ) 3
 SL1265
 SL1265.Superseded values are not recommended for survey control.
 SL1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1265.See file dsdata.txt to determine how the superseded data were derived.
 SL1265
 SL1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4659106798(NAD 83)
 SL1265_MARKER: 53 = ELEVATED TANK
 SL1265
 SL1265  HISTORY     - Date     Condition        Report By
 SL1265  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1265
 SL1265                          STATION DESCRIPTION
 SL1265
 SL1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1265'THE STATION IS IN THE SOUTH CENTRAL PART OF THE CITY OF GRAND
 SL1265'FORKS, ON THE VIKING SCHOOL YARD.  IT IS 415 FEET EAST OF THE
 SL1265'CENTER OF SOUTH 10TH STREET, 390 FEET NORTH OF THE CENTER OF
 SL1265'24TH AVENUE SOUTH AND 310 FEET WEST OF THE CENTER OF OAK STREET.
 SL1265'
 SL1265'IT IS SUPPORTED BY A 6-LEGGED STEEL STRUCTURE PAINTED WHITE.
 SL1265'HAVING AN OVER-ALL HEIGHT OF 150 FEET AND THE FLASHING RED LIGHT
 SL1265'AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1260 ***********************************************************************
 SL1260  DESIGNATION -  GRAND FORKS ST MILL ASSN STACK
 SL1260  PID         -  SL1260
 SL1260  STATE/COUNTY-  ND/GRAND FORKS
 SL1260  USGS QUAD   -  GRAND FORKS (1994)
 SL1260
 SL1260                         *CURRENT SURVEY CONTROL
 SL1260  ___________________________________________________________________
 SL1260* NAD 83(1996)-  47 56 17.65739(N)    097 03 19.79892(W)     ADJUSTED  
 SL1260* NAVD 88     -                                                        
 SL1260  ___________________________________________________________________
 SL1260  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 SL1260  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL1260
 SL1260  HORZ ORDER  -  THIRD
 SL1260
 SL1260.The horizontal coordinates were established by classical geodetic methods
 SL1260.and adjusted by the National Geodetic Survey in January 1998..
 SL1260
 SL1260
 SL1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1260
 SL1260.The geoid height was determined by GEOID03.
 SL1260
 SL1260;                    North         East     Units Scale Factor Converg.
 SL1260;SPC ND N     -   110,068.880   857,252.209   MT  0.99993910   +2 33 47.4
 SL1260;SPC ND N     -   361,118.37  2,812,507.25   iFT  0.99993910   +2 33 47.4
 SL1260;SPC MN N     -   267,453.079   504,624.480   MT  0.99990442   -2 55 54.8
 SL1260;UTM  14      - 5,311,265.544   645,221.202   MT  0.99985914   +1 26 38.0
 SL1260
 SL1260                          SUPERSEDED SURVEY CONTROL
 SL1260
 SL1260  NAD 83(1986)-  47 56 17.65625(N)    097 03 19.79297(W) AD(       ) 4
 SL1260  NAD 27      -  47 56 17.73044(N)    097 03 18.52003(W) AD(       ) 3
 SL1260
 SL1260.Superseded values are not recommended for survey control.
 SL1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1260.See file dsdata.txt to determine how the superseded data were derived.
 SL1260
 SL1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4522111266(NAD 83)
 SL1260_MARKER: 63 = STACK
 SL1260
 SL1260  HISTORY     - Date     Condition        Report By
 SL1260  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1260  HISTORY     - 1954     GOOD             CGS
 SL1260  HISTORY     - 1962     GOOD             CGS
 SL1260  HISTORY     - 1964     GOOD             CGS
 SL1260
 SL1260                          STATION DESCRIPTION
 SL1260
 SL1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1260'THIS INTERSECTION STATION IS NEAR THE NW PART OF THE TOWN OF
 SL1260'GRAND FORKS, JUST W OF STATE HIGHWAY 81.  IT IS OF RED
 SL1260'BRICK CONSTRUCTION AND HAS FOUR LIGHTNING RODS AT THE
 SL1260'TOP.  IT WAS ERECTED IN 1931 AND IS ABOUT 215 FEET HIGH.
 SL1260
 SL1260                          STATION RECOVERY (1954)
 SL1260
 SL1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 SL1260'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 SL1260
 SL1260                          STATION RECOVERY (1962)
 SL1260
 SL1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 SL1260'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 SL1260'THE STATION IS NOW KNOWN AS THE NORTH DAKOTA MILL AND ELEVATOR.
 SL1260
 SL1260                          STATION RECOVERY (1964)
 SL1260
 SL1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 SL1260'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1261 ***********************************************************************
 SL1261  DESIGNATION -  GRAND FORKS U N DAK STACK
 SL1261  PID         -  SL1261
 SL1261  STATE/COUNTY-  ND/GRAND FORKS
 SL1261  USGS QUAD   -  GRAND FORKS (1994)
 SL1261
 SL1261                         *CURRENT SURVEY CONTROL
 SL1261  ___________________________________________________________________
 SL1261* NAD 83(1996)-  47 55 08.05840(N)    097 04 16.88553(W)     ADJUSTED  
 SL1261* NAVD 88     -                                                        
 SL1261  ___________________________________________________________________
 SL1261  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 SL1261  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1261
 SL1261  HORZ ORDER  -  THIRD
 SL1261
 SL1261.The horizontal coordinates were established by classical geodetic methods
 SL1261.and adjusted by the National Geodetic Survey in January 1998..
 SL1261
 SL1261
 SL1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1261
 SL1261.The geoid height was determined by GEOID03.
 SL1261
 SL1261;                    North         East     Units Scale Factor Converg.
 SL1261;SPC ND N     -   107,868.661   856,164.370   MT  0.99994001   +2 33 04.9
 SL1261;SPC ND N     -   353,899.81  2,808,938.22   iFT  0.99994001   +2 33 04.9
 SL1261;SPC MN N     -   265,367.215   503,330.994   MT  0.99990388   -2 56 37.1
 SL1261;UTM  14      - 5,309,087.177   644,090.678   MT  0.99985513   +1 25 54.0
 SL1261
 SL1261                          SUPERSEDED SURVEY CONTROL
 SL1261
 SL1261  NAD 83(1986)-  47 55 08.05723(N)    097 04 16.87980(W) AD(       ) 4
 SL1261  NAD 27      -  47 55 08.13851(N)    097 04 15.61662(W) AD(       ) 3
 SL1261
 SL1261.Superseded values are not recommended for survey control.
 SL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1261.See file dsdata.txt to determine how the superseded data were derived.
 SL1261
 SL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4409109087(NAD 83)
 SL1261_MARKER: 63 = STACK
 SL1261
 SL1261  HISTORY     - Date     Condition        Report By
 SL1261  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1261  HISTORY     - 1954     GOOD             CGS
 SL1261  HISTORY     - 1975     GOOD             NGS
 SL1261
 SL1261                          STATION DESCRIPTION
 SL1261
 SL1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1261'THIS INTERSECTION STATION IS LOCATED AT THE SW EDGE OF GRAND
 SL1261'FORKS ON THE GROUNDS OF THE UNIVERSITY OF NORTH DAKOTA.  IT IS
 SL1261'NEAR THE HEATING PLANT AT THE S EDGE OF THE GROUNDS.
 SL1261'
 SL1261'IT IS OF RED BRICK CONSTRUCTION AND IS ABOUT 80 FEET HIGH.
 SL1261
 SL1261                          STATION RECOVERY (1954)
 SL1261
 SL1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 SL1261'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 SL1261
 SL1261                          STATION RECOVERY (1975)
 SL1261
 SL1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 SL1261'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SL1261'
 SL1261'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SW EDGE OF GRAND
 SL1261'FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1264 ***********************************************************************
 SL1264  DESIGNATION -  GRAND FORKS U N DAK KFJM MAST
 SL1264  PID         -  SL1264
 SL1264  STATE/COUNTY-  ND/GRAND FORKS
 SL1264  USGS QUAD   -  GRAND FORKS (1994)
 SL1264
 SL1264                         *CURRENT SURVEY CONTROL
 SL1264  ___________________________________________________________________
 SL1264* NAD 83(1996)-  47 55 11.57757(N)    097 04 30.42542(W)     ADJUSTED  
 SL1264* NAVD 88     -                                                        
 SL1264  ___________________________________________________________________
 SL1264  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 SL1264  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1264
 SL1264  HORZ ORDER  -  THIRD
 SL1264
 SL1264.The horizontal coordinates were established by classical geodetic methods
 SL1264.and adjusted by the National Geodetic Survey in January 1998..
 SL1264
 SL1264
 SL1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1264
 SL1264.The geoid height was determined by GEOID03.
 SL1264
 SL1264;                    North         East     Units Scale Factor Converg.
 SL1264;SPC ND N     -   107,964.733   855,878.721   MT  0.99993996   +2 32 54.8
 SL1264;SPC ND N     -   354,215.00  2,808,001.05   iFT  0.99993996   +2 32 54.8
 SL1264;SPC MN N     -   265,490.194   503,055.867   MT  0.99990390   -2 56 47.2
 SL1264;UTM  14      - 5,309,188.804   643,806.985   MT  0.99985412   +1 25 44.1
 SL1264
 SL1264                          SUPERSEDED SURVEY CONTROL
 SL1264
 SL1264  NAD 83(1986)-  47 55 11.57624(N)    097 04 30.41948(W) AD(       ) 4
 SL1264  NAD 27      -  47 55 11.64939(N)    097 04 29.14164(W) AD(       ) 3
 SL1264
 SL1264.Superseded values are not recommended for survey control.
 SL1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1264.See file dsdata.txt to determine how the superseded data were derived.
 SL1264
 SL1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4380709189(NAD 83)
 SL1264_MARKER: 42 = RADIO/TV MAST
 SL1264
 SL1264  HISTORY     - Date     Condition        Report By
 SL1264  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1264  HISTORY     - 1954     GOOD             CGS
 SL1264
 SL1264                          STATION DESCRIPTION
 SL1264
 SL1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1264'THIS INTERSECTION STATION IS LOCATED IN THE W PART OF GRAND
 SL1264'FORKS ON THE CAMPUS OF THE UNIVERSITY OF NORTH DAKOTA.
 SL1264'
 SL1264'IT IS A TRIANGULAR-SHAPED MAST WITH VERTICAL LEGS AND IS ABOUT
 SL1264'162 FEET HIGH.  IT WAS CONSTRUCTED OF WOOD AND PAINTED RED AND
 SL1264'YELLOW.
 SL1264'
 SL1264'POINT LOCATED WAS THE APPARENT CENTER OF THE MAST AT THE TOP.
 SL1264
 SL1264                          STATION RECOVERY (1954)
 SL1264
 SL1264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 SL1264'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1267 ***********************************************************************
 SL1267  DESIGNATION -  GRAND FORKS U N DAK TANK
 SL1267  PID         -  SL1267
 SL1267  STATE/COUNTY-  ND/GRAND FORKS
 SL1267  USGS QUAD   -  GRAND FORKS (1994)
 SL1267
 SL1267                         *CURRENT SURVEY CONTROL
 SL1267  ___________________________________________________________________
 SL1267* NAD 83(1996)-  47 55 07.90294(N)    097 04 04.64098(W)     ADJUSTED  
 SL1267* NAVD 88     -                                                        
 SL1267  ___________________________________________________________________
 SL1267  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 SL1267  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1267
 SL1267  HORZ ORDER  -  THIRD
 SL1267
 SL1267.The horizontal coordinates were established by classical geodetic methods
 SL1267.and adjusted by the National Geodetic Survey in January 1998..
 SL1267
 SL1267
 SL1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1267
 SL1267.The geoid height was determined by GEOID03.
 SL1267
 SL1267;                    North         East     Units Scale Factor Converg.
 SL1267;SPC ND N     -   107,875.186   856,418.535   MT  0.99994001   +2 33 14.0
 SL1267;SPC ND N     -   353,921.21  2,809,772.10   iFT  0.99994001   +2 33 14.0
 SL1267;SPC MN N     -   265,349.372   503,584.606   MT  0.99990387   -2 56 28.1
 SL1267;UTM  14      - 5,309,088.734   644,344.900   MT  0.99985603   +1 26 03.1
 SL1267
 SL1267                          SUPERSEDED SURVEY CONTROL
 SL1267
 SL1267  NAD 83(1986)-  47 55 07.90168(N)    097 04 04.63511(W) AD(       ) 4
 SL1267  NAD 27      -  47 55 07.97592(N)    097 04 03.36112(W) AD(       ) 3
 SL1267
 SL1267.Superseded values are not recommended for survey control.
 SL1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1267.See file dsdata.txt to determine how the superseded data were derived.
 SL1267
 SL1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4434509089(NAD 83)
 SL1267_MARKER: 53 = ELEVATED TANK
 SL1267
 SL1267  HISTORY     - Date     Condition        Report By
 SL1267  HISTORY     - 1961     FIRST OBSERVED   CGS
 SL1267  HISTORY     - 1962     GOOD             CGS
 SL1267  HISTORY     - 1975     GOOD             NGS
 SL1267
 SL1267                          STATION DESCRIPTION
 SL1267
 SL1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1267'THE STATION IS THE WATER TANK AT THE SOUTHEAST PART OF THE
 SL1267'UNIVERSITY CAMPUS.  110 FEET NORTH OF THE NORTH RAIL OF THE
 SL1267'RAILROAD TRACKS, 96 FEET EAST OF THE EAST END OF THE WINTER SPORTS
 SL1267'BUILDING AND AT THE SOUTH END OF CORNELL STREET.
 SL1267'
 SL1267'THE STATION IS SUPPORTED BY AN EIGHT LEGGED STEEL STRUCTURE
 SL1267'PAINTED WHITE.  HAVING AN OVER-ALL HEIGHT OF 135 FEET AND THE
 SL1267'RED LIGHT AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 SL1267
 SL1267                          STATION RECOVERY (1962)
 SL1267
 SL1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 SL1267'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION
 SL1267'WHICH IS ADEQUATE FOR RECOVERY.  THE ORIGINAL DESCRIPTION IS
 SL1267'FOUND IN THE MINN-N DAK.
 SL1267
 SL1267                          STATION RECOVERY (1975)
 SL1267
 SL1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 SL1267'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 SL1267'
 SL1267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SE PART OF U OF
 SL1267'ND CAMPUS AT GRAND FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1796 ***********************************************************************
 TE1796  DESIGNATION -  GRAND HARBOR BAY SCHOOL 6 FLAG
 TE1796  PID         -  TE1796
 TE1796  STATE/COUNTY-  ND/RAMSEY
 TE1796  USGS QUAD   -  GRAND HARBOR (1994)
 TE1796
 TE1796                         *CURRENT SURVEY CONTROL
 TE1796  ___________________________________________________________________
 TE1796* NAD 83(1996)-  48 10 11.69707(N)    098 59 23.20639(W)     ADJUSTED  
 TE1796* NAVD 88     -                                                        
 TE1796  ___________________________________________________________________
 TE1796  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 TE1796  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE1796
 TE1796  HORZ ORDER  -  THIRD
 TE1796
 TE1796.The horizontal coordinates were established by classical geodetic methods
 TE1796.and adjusted by the National Geodetic Survey in January 1998..
 TE1796
 TE1796
 TE1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1796
 TE1796.The geoid height was determined by GEOID03.
 TE1796
 TE1796;                    North         East     Units Scale Factor Converg.
 TE1796;SPC ND N     -   131,174.192   712,315.874   MT  0.99993694   +1 07 25.7
 TE1796;SPC ND N     -   430,361.52  2,336,994.34   iFT  0.99993694   +1 07 25.7
 TE1796;UTM  14      - 5,335,185.997   500,759.893   MT  0.99960001   +0 00 27.4
 TE1796
 TE1796                          SUPERSEDED SURVEY CONTROL
 TE1796
 TE1796  NAD 83(1986)-  48 10 11.69654(N)    098 59 23.20378(W) AD(       ) 4
 TE1796  NAD 27      -  48 10 11.70000(N)    098 59 21.74000(W) AD(       ) 3
 TE1796
 TE1796.Superseded values are not recommended for survey control.
 TE1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1796.See file dsdata.txt to determine how the superseded data were derived.
 TE1796
 TE1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0076035186(NAD 83)
 TE1796_MARKER: 62 = FLAGPOLE
 TE1796
 TE1796  HISTORY     - Date     Condition        Report By
 TE1796  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1796
 TE1796                          STATION DESCRIPTION
 TE1796
 TE1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TE1796'THE STATION IS LOCATED ON THE WESTERN EDGE OF THE SMALL DESERTED
 TE1796'VILLAGE OF GRAND HARBOR.  THE SCHOOL BUILDING IS A 1-STORY FRAME
 TE1796'BUILDING THAT FACES EAST AND OVER THE ENTRANCE TO THE BUILDING
 TE1796'IS A SMALL BELFRY WITH A 20 FOOT FLAGPOLE ON TOP OF THE BELFRY.
 TE1796'AT THE EXTREME TOP OF THE FLAGPOLE IS AN IRON BALL WHICH WAS
 TE1796'THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0646 ***********************************************************************
 RQ0646  DESIGNATION -  GRAND RAPIDS
 RQ0646  PID         -  RQ0646
 RQ0646  STATE/COUNTY-  ND/LA MOURE
 RQ0646  USGS QUAD   -  GRAND RAPIDS (1952)
 RQ0646
 RQ0646                         *CURRENT SURVEY CONTROL
 RQ0646  ___________________________________________________________________
 RQ0646* NAD 83(1996)-  46 25 14.40601(N)    098 18 23.52302(W)     ADJUSTED  
 RQ0646* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 RQ0646  ___________________________________________________________________
 RQ0646  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 RQ0646  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 RQ0646
 RQ0646  HORZ ORDER  -  THIRD
 RQ0646
 RQ0646.The horizontal coordinates were established by classical geodetic methods
 RQ0646.and adjusted by the National Geodetic Survey in January 1998..
 RQ0646
 RQ0646.The orthometric height was scaled from a topographic map.
 RQ0646
 RQ0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0646
 RQ0646.The geoid height was determined by GEOID03.
 RQ0646
 RQ0646;                    North         East     Units Scale Factor Converg.
 RQ0646;SPC ND S     -    86,166.029   768,592.501   MT  0.99996181   +1 35 59.6
 RQ0646;SPC ND S     -   282,696.95  2,521,628.94   iFT  0.99996181   +1 35 59.6
 RQ0646;UTM  14      - 5,141,021.974   553,288.219   MT  0.99963490   +0 30 08.5
 RQ0646
 RQ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0646!SPC ND S     -   0.99993547  x   0.99996181  =   0.99989728
 RQ0646!UTM  14      -   0.99993547  x   0.99963490  =   0.99957039
 RQ0646
 RQ0646|---------------------------------------------------------------------|
 RQ0646| PID    Reference Object                     Distance      Geod. Az  |
 RQ0646|                                                           dddmmss.s |
 RQ0646| CO5079 GRAND RAPIDS RM 2                     4.852 METERS 00950     |
 RQ0646| RQ0651 LA MOURE MUNICIPAL TANK             APPROX. 6.1 KM 1722051.3 |
 RQ0646| CO5077 GRAND RAPIDS AZ MK                                 1765052.2 |
 RQ0646| CO5078 GRAND RAPIDS RM 1                     3.969 METERS 25325     |
 RQ0646|---------------------------------------------------------------------|
 RQ0646
 RQ0646                          SUPERSEDED SURVEY CONTROL
 RQ0646
 RQ0646  NAD 83(1986)-  46 25 14.41106(N)    098 18 23.51563(W) AD(       ) 3
 RQ0646  NAD 27      -  46 25 14.52200(N)    098 18 22.13300(W) AD(       ) 3
 RQ0646
 RQ0646.Superseded values are not recommended for survey control.
 RQ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0646.See file dsdata.txt to determine how the superseded data were derived.
 RQ0646
 RQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5328841022(NAD 83)
 RQ0646_MARKER: DS = TRIANGULATION STATION DISK
 RQ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0646
 RQ0646  HISTORY     - Date     Condition        Report By
 RQ0646  HISTORY     - 1954     MONUMENTED       CGS
 RQ0646  HISTORY     - 1974     GOOD             USAF
 RQ0646
 RQ0646                          STATION DESCRIPTION
 RQ0646
 RQ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0646'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD
 RQ0646'ABOUT 5.0 MILES NORTH OF LA MOURE, 3 MILES EAST-SOUTHEAST OF THE
 RQ0646'SMALL COMMUNITY OF GRAND RAPIDS, AND ON PROPERTY OWNED BY MR. EMIL
 RQ0646'BOCKWOLDT.
 RQ0646'
 RQ0646'REACHED FROM THE RAILROAD DEPOT IN LA MOURE BY GOING NORTH ON
 RQ0646'MAIN STREET FOR 0.35 MILE TO A T-STREET INTERSECTION.  TURN
 RQ0646'LEFT AND GO WEST AND NORTH FOR 2.6 MILES TO A CROSS ROAD.
 RQ0646'CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 1.0 MILE TO THE AZIMUTH
 RQ0646'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE
 RQ0646'STATION ON THE LEFT.
 RQ0646'
 RQ0646'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0646'IS 59 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 RQ0646'8.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST, AND 4.5 FEET
 RQ0646'NORTHWEST OF A FENCE CORNER-POST.  THE DISK IS STAMPED GRAND
 RQ0646'RAPIDS 1954, AND THE MARK IS FLUSH WITH THE GROUND.
 RQ0646'
 RQ0646'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0646'IS 16.5 FEET WEST OF THE FENCE CORNER-POST AND 1.5 FEET NORTH
 RQ0646'OF A WIRE FENCE.  THE DISK IS STAMPED GRAND RAPIDS NO 1 1954,
 RQ0646'AND THE MARK PROJECTS 2 INCHES.
 RQ0646'
 RQ0646'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0646'IS 19 FEET NORTH OF THE FENCE CORNER-POST AND 2 FEET WEST OF
 RQ0646'A WIRE FENCE.  THE DISK IS STAMPED GRAND RAPIDS NO 2 1954,
 RQ0646'AND THE MARK PROJECTS 3 INCHES.
 RQ0646'
 RQ0646'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0646'IS 58 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RQ0646'3 FEET WEST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.
 RQ0646'THE DISK IS STAMPED GRAND RAPIDS 1954, AND THE MARK PROJECTS
 RQ0646'8 INCHES.
 RQ0646
 RQ0646                          STATION RECOVERY (1974)
 RQ0646
 RQ0646'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0646'REFERENCE MARK 1 WAS RECOVERED, HOWEVER REFERENCE MARK 2 AND
 RQ0646'THE STATION WERE NOT RECOVERED.  AZIMUTH MARK WAS NOT SEARCHED
 RQ0646'FOR.
 RQ0646'
 RQ0646'1954 ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0713 ***********************************************************************
 TE0713  DESIGNATION -  GRAND RM 1
 TE0713  PID         -  TE0713
 TE0713  STATE/COUNTY-  ND/RAMSEY
 TE0713  USGS QUAD   -  GRAND HARBOR (1994)
 TE0713
 TE0713                         *CURRENT SURVEY CONTROL
 TE0713  ___________________________________________________________________
 TE0713* NAD 83(1986)-  48 10 10.     (N)    098 59 22.     (W)     SCALED    
 TE0713* NAVD 88     -       446.387  (meters)    1464.52   (feet)  ADJUSTED  
 TE0713  ___________________________________________________________________
 TE0713  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE0713  DYNAMIC HT  -         446.467 (meters)    1464.78  (feet)  COMP
 TE0713  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 TE0713
 TE0713  VERT ORDER  -  FIRST     CLASS II
 TE0713
 TE0713.The horizontal coordinates were scaled from a topographic map and have
 TE0713.an estimated accuracy of +/- 6 seconds.
 TE0713
 TE0713.The orthometric height was determined by differential leveling
 TE0713.and adjusted by the National Geodetic Survey in June 1991..
 TE0713
 TE0713.The geoid height was determined by GEOID03.
 TE0713
 TE0713.The dynamic height is computed by dividing the NAVD 88
 TE0713.geopotential number by the normal gravity value computed on the
 TE0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0713.degrees latitude (g = 980.6199 gals.).
 TE0713
 TE0713.The modeled gravity was interpolated from observed gravity values.
 TE0713
 TE0713;                    North         East    Units  Estimated Accuracy
 TE0713;SPC ND N     -   131,120.      712,340.      MT  (+/- 180 meters Scaled)
 TE0713
 TE0713                          SUPERSEDED SURVEY CONTROL
 TE0713
 TE0713  NGVD 29 (??/??/92)  446.002  (m)         1463.26   (f) ADJ UNCH    1 2
 TE0713
 TE0713.Superseded values are not recommended for survey control.
 TE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0713.See file dsdata.txt to determine how the superseded data were derived.
 TE0713
 TE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU007351(NAD 83)
 TE0713_MARKER: DR = REFERENCE MARK DISK
 TE0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0713_STAMPING: GRAND NO 1 1946
 TE0713_MARK LOGO: CGS   
 TE0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0713+STABILITY: SURFACE MOTION
 TE0713
 TE0713  HISTORY     - Date     Condition        Report By
 TE0713  HISTORY     - 1946     MONUMENTED       CGS
 TE0713  HISTORY     - 1963     GOOD             NGS
 TE0713  HISTORY     - 1982     GOOD             NGS
 TE0713
 TE0713                          STATION DESCRIPTION
 TE0713
 TE0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0713'7.4 MI NW FROM DEVILS LAKE.
 TE0713'ABOUT 7.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0713'STATION AT DEVILS LAKE, THENCE 0.2 MILES SOUTHWEST ACROSS A CULTIVATED
 TE0713'FIELD, IN S 10, R 65 W, T 154 N, ABOUT 0.3 MILE NORTHWEST ALONG U.S.
 TE0713'HIGHWAY 2 FROM A GRAVELED ROAD INTERSECTION, 134 FEET SOUTHEAST OF THE
 TE0713'SOUTHEAST CORNER OF A SCHOOLHOUSE, 118.7 FEET NORTHEAST OF THE STATION
 TE0713'MARK, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0713'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TE0713
 TE0713                          STATION RECOVERY (1982)
 TE0713
 TE0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0713'RECOVERED THIS DATE, DELETE 7.2 MILES NORTHWEST ALONG THE GREAT
 TE0713'NORTHERN RAILROAD, ADD 10.3 KM (6.4 MI) NORTHWEST ALONG THE BURLINGTON
 TE0713'NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0715 ***********************************************************************
 TE0715  DESIGNATION -  GRAND RM 2
 TE0715  PID         -  TE0715
 TE0715  STATE/COUNTY-  ND/RAMSEY
 TE0715  USGS QUAD   -  GRAND HARBOR (1994)
 TE0715
 TE0715                         *CURRENT SURVEY CONTROL
 TE0715  ___________________________________________________________________
 TE0715* NAD 83(1986)-  48 10 10.     (N)    098 59 22.     (W)     SCALED    
 TE0715* NAVD 88     -       446.490  (meters)    1464.86   (feet)  ADJUSTED  
 TE0715  ___________________________________________________________________
 TE0715  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE0715  DYNAMIC HT  -         446.571 (meters)    1465.12  (feet)  COMP
 TE0715  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 TE0715
 TE0715  VERT ORDER  -  FIRST     CLASS II
 TE0715
 TE0715.The horizontal coordinates were scaled from a topographic map and have
 TE0715.an estimated accuracy of +/- 6 seconds.
 TE0715
 TE0715.The orthometric height was determined by differential leveling
 TE0715.and adjusted by the National Geodetic Survey in June 1991..
 TE0715
 TE0715.The geoid height was determined by GEOID03.
 TE0715
 TE0715.The dynamic height is computed by dividing the NAVD 88
 TE0715.geopotential number by the normal gravity value computed on the
 TE0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0715.degrees latitude (g = 980.6199 gals.).
 TE0715
 TE0715.The modeled gravity was interpolated from observed gravity values.
 TE0715
 TE0715;                    North         East    Units  Estimated Accuracy
 TE0715;SPC ND N     -   131,120.      712,340.      MT  (+/- 180 meters Scaled)
 TE0715
 TE0715                          SUPERSEDED SURVEY CONTROL
 TE0715
 TE0715  NGVD 29 (??/??/92)  446.118  (m)         1463.64   (f) ADJ UNCH    1 2
 TE0715
 TE0715.Superseded values are not recommended for survey control.
 TE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0715.See file dsdata.txt to determine how the superseded data were derived.
 TE0715
 TE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU007351(NAD 83)
 TE0715_MARKER: DR = REFERENCE MARK DISK
 TE0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0715_STAMPING: GRAND NO 2 1946
 TE0715_MARK LOGO: CGS   
 TE0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0715+STABILITY: SURFACE MOTION
 TE0715
 TE0715  HISTORY     - Date     Condition        Report By
 TE0715  HISTORY     - 1946     MONUMENTED       CGS
 TE0715  HISTORY     - 1982     GOOD             NGS
 TE0715
 TE0715                          STATION DESCRIPTION
 TE0715
 TE0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TE0715'7.4 MI NW FROM DEVILS LAKE.
 TE0715'ABOUT 7.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0715'STATION AT DEVILS LAKE, THENCE 0.2 MILE SOUTHWEST ACROSS A CULTIVATED
 TE0715'FIELD, IN S 10, R 65 W, T 154 N, ABOUT 0.3 MILE NORTHWEST ALONG U.S.
 TE0715'HIGHWAY 2 FROM A GRAVELED ROAD INTERSECTION, AT THE WEST CORNER OF A
 TE0715'SCHOOLYARD, 195 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AT THE
 TE0715'JUNCTION OF A DRIVEWAY LEADING TO THE SCHOOL, 150 FEET SOUTHWEST OF
 TE0715'THE WEST CORNER OF THE SCHOOL, 84.3 FEET NORTHWEST OF THE STATION
 TE0715'MARK, 26 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY, ABOUT LEVEL
 TE0715'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE0715'INCHES.
 TE0715
 TE0715                          STATION RECOVERY (1982)
 TE0715
 TE0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0715'RECOVERED THIS DATE, DELETE 7.2 MILES NORTHWEST ALONG THE GREAT
 TE0715'NORTHERN RAILROAD, ADD 10.3 KM (6.4 MI) NORTHWEST ALONG THE BURLINGTON
 TE0715'NORTHERN RAILROAD.  NOTE, THE STAMPING IS GRAND NO 2 1946 NOT GRAND NO
 TE0715'2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0609 ***********************************************************************
 RQ0609  DESIGNATION -  GRAND VIEW
 RQ0609  PID         -  RQ0609
 RQ0609  STATE/COUNTY-  ND/LA MOURE
 RQ0609  USGS QUAD   -  MARION (1970)
 RQ0609
 RQ0609                         *CURRENT SURVEY CONTROL
 RQ0609  ___________________________________________________________________
 RQ0609* NAD 83(1996)-  46 32 36.87671(N)    098 20 16.65537(W)     ADJUSTED  
 RQ0609* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 RQ0609  ___________________________________________________________________
 RQ0609  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 RQ0609  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 RQ0609
 RQ0609  HORZ ORDER  -  THIRD
 RQ0609
 RQ0609.The horizontal coordinates were established by classical geodetic methods
 RQ0609.and adjusted by the National Geodetic Survey in January 1998..
 RQ0609
 RQ0609.The orthometric height was scaled from a topographic map.
 RQ0609
 RQ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0609
 RQ0609.The geoid height was determined by GEOID03.
 RQ0609
 RQ0609;                    North         East     Units Scale Factor Converg.
 RQ0609;SPC ND S     -    99,755.877   765,801.728   MT  0.99994869   +1 34 37.0
 RQ0609;SPC ND S     -   327,283.06  2,512,472.86   iFT  0.99994869   +1 34 37.0
 RQ0609;UTM  14      - 5,154,658.371   550,758.934   MT  0.99963167   +0 28 50.1
 RQ0609
 RQ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0609!SPC ND S     -   0.99993345  x   0.99994869  =   0.99988214
 RQ0609!UTM  14      -   0.99993345  x   0.99963167  =   0.99956514
 RQ0609
 RQ0609:                Primary Azimuth Mark                     Grid Az
 RQ0609:SPC ND S     -  MARION SCHOOLHOUSE CHIMNEY               003 01 02.2
 RQ0609:UTM  14      -  MARION SCHOOLHOUSE CHIMNEY               004 06 49.1
 RQ0609
 RQ0609|---------------------------------------------------------------------|
 RQ0609| PID    Reference Object                     Distance      Geod. Az  |
 RQ0609|                                                           dddmmss.s |
 RQ0609| RQ0608 MARION SCHOOLHOUSE CHIMNEY          APPROX. 6.8 KM 0043539.2 |
 RQ0609| CO5081 GRAND VIEW RM 1                      11.970 METERS 05354     |
 RQ0609| CO5082 GRAND VIEW RM 2                       5.205 METERS 22050     |
 RQ0609| CO5080 GRAND VIEW AZ MK                                   2722807.8 |
 RQ0609|---------------------------------------------------------------------|
 RQ0609
 RQ0609                          SUPERSEDED SURVEY CONTROL
 RQ0609
 RQ0609  NAD 83(1986)-  46 32 36.88152(N)    098 20 16.64666(W) AD(       ) 3
 RQ0609  NAD 27      -  46 32 36.97500(N)    098 20 15.29500(W) AD(       ) 3
 RQ0609
 RQ0609.Superseded values are not recommended for survey control.
 RQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0609.See file dsdata.txt to determine how the superseded data were derived.
 RQ0609
 RQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5075954658(NAD 83)
 RQ0609_MARKER: DS = TRIANGULATION STATION DISK
 RQ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0609
 RQ0609  HISTORY     - Date     Condition        Report By
 RQ0609  HISTORY     - 1954     MONUMENTED       CGS
 RQ0609  HISTORY     - 1968     GOOD             USGS
 RQ0609  HISTORY     - 1969     GOOD             CGS
 RQ0609
 RQ0609                          STATION DESCRIPTION
 RQ0609
 RQ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0609'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF A CULTIVATED
 RQ0609'FIELD AND ON LAND OWNED BY MR. CLAYTON WALDIE.  IT IS ABOUT
 RQ0609'4 MILES SOUTH OF MARION AND 6 MILES EAST OF DICKEY.
 RQ0609'
 RQ0609'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DICKEY GO
 RQ0609'EAST ON A GRAVELED ROAD FOR 3.7 MILES TO A CROSSROAD.  CONTINUE
 RQ0609'STRAIGHT AHEAD, EASTERLY, FOR 1.9 MILES TO ANOTHER CROSSROAD.
 RQ0609'CONTINUE STRAIGHT AHEAD, EASTERLY, FOR 0.1 MILE TO THE
 RQ0609'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD, EASTERLY,
 RQ0609'ON GRAVELED ROAD FOR 0.4 MILE TO THE STATION SITE ON THE RIGHT.
 RQ0609'
 RQ0609'THE STATION MARK, 60 FEET SOUTH OF THE APPROXIMATE CENTER
 RQ0609'OF THE GRAVELED ROAD, 42 FEET SOUTHWEST OF A FENCE CORNER-POST,
 RQ0609'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRAND VIEW 1954.
 RQ0609'
 RQ0609'REFERENCE MARK NO. 1, NORTHEAST OF AND APPROXIMATE 2 FEET
 RQ0609'LOWER THAN THE STATION, IS 3 FEET SOUTHWEST OF A FENCE CORNER-POST
 RQ0609'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED GRAND VIEW NO 1 1954.
 RQ0609'
 RQ0609'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, PROJECTS 3
 RQ0609'INCHES.  THE DISK IS STAMPED GRAND VIEW NO 2 1954.
 RQ0609'
 RQ0609'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE WEST, IS 33 FEET
 RQ0609'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 5 FEET
 RQ0609'EAST OF A WITNESS POST, 2 FEET EAST OF A POWER POLE AND
 RQ0609'PROJECTS 4 INCHES.  THE DISK IS STAMPED GRAND VIEW 1954.
 RQ0609'
 RQ0609'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RQ0609
 RQ0609                          STATION RECOVERY (1968)
 RQ0609
 RQ0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JWS)
 RQ0609'NOTE--
 RQ0609'
 RQ0609'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION
 RQ0609'
 RQ0609'R.M. 1 AND R.M. 2 NOT FOUND
 RQ0609
 RQ0609                          STATION RECOVERY (1969)
 RQ0609
 RQ0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RQ0609'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0609'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THESE
 RQ0609'ADDITIONS.  REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE
 RQ0609'CENTERLINE OF THE ROAD.  REFERENCE MARK NO. 2 IS 72 FEET
 RQ0609'SOUTH OF THE CENTERLINE OF THE ROAD.  A METAL WITNESS POST
 RQ0609'WAS SET 1 FOOT SOUTH OF THE STATION MARK AND 1 FOOT WEST OF
 RQ0609'THE AZIMUTH MARK.
 RQ0609'
 RQ0609'THE STATION WAS REACHED FROM THE JUNCTION OF MAIN STREET
 RQ0609'AND COUNTY ROAD 61 AT THE EAST EDGE OF MARION BY GOING SOUTH
 RQ0609'FOR 4.45 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST FOR
 RQ0609'3.5 MILES TO STATION ON LEFT (SOUTH) SIDE OF ROAD.  CONTINUE
 RQ0609'WEST ON GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON RIGHT
 RQ0609'(NORTH) SIDE OF ROAD.
 RQ0609'
 RQ0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI.
 RQ0609'SOUTH OF MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1258 ***********************************************************************
 SL1258  DESIGNATION -  GRANDAIR
 SL1258  PID         -  SL1258
 SL1258  STATE/COUNTY-  ND/GRAND FORKS
 SL1258  USGS QUAD   -  GRAND FORKS (1994)
 SL1258
 SL1258                         *CURRENT SURVEY CONTROL
 SL1258  ___________________________________________________________________
 SL1258* NAD 83(1996)-  47 55 40.05368(N)    097 05 22.11501(W)     ADJUSTED  
 SL1258* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 SL1258  ___________________________________________________________________
 SL1258  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 SL1258  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1258
 SL1258  HORZ ORDER  -  SECOND
 SL1258
 SL1258.This mark is at Grand Forks Airport (GFK)
 SL1258
 SL1258.The horizontal coordinates were established by classical geodetic methods
 SL1258.and adjusted by the National Geodetic Survey in January 1998..
 SL1258
 SL1258.The orthometric height was scaled from a topographic map.
 SL1258
 SL1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1258
 SL1258.The geoid height was determined by GEOID03.
 SL1258
 SL1258;                    North         East     Units Scale Factor Converg.
 SL1258;SPC ND N     -   108,795.708   854,767.755   MT  0.99993958   +2 32 16.4
 SL1258;SPC ND N     -   356,941.30  2,804,356.15   iFT  0.99993958   +2 32 16.4
 SL1258;SPC MN N     -   266,423.703   502,029.616   MT  0.99990411   -2 57 25.5
 SL1258;UTM  14      - 5,310,041.253   642,712.563   MT  0.99985027   +1 25 06.3
 SL1258
 SL1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1258!SPC ND N     -   0.99996434  x   0.99993958  =   0.99990392
 SL1258!SPC MN N     -   0.99996434  x   0.99990411  =   0.99986845
 SL1258!UTM  14      -   0.99996434  x   0.99985027  =   0.99981461
 SL1258
 SL1258|---------------------------------------------------------------------|
 SL1258| PID    Reference Object                     Distance      Geod. Az  |
 SL1258|                                                           dddmmss.s |
 SL1258| CO5083 GRANDAIR RM 1                        29.529 METERS 09942     |
 SL1258| CO5084 GRANDAIR RM 2                        10.550 METERS 20427     |
 SL1258|---------------------------------------------------------------------|
 SL1258
 SL1258                          SUPERSEDED SURVEY CONTROL
 SL1258
 SL1258  NAD 83(1986)-  47 55 40.05233(N)    097 05 22.10925(W) AD(       ) 2
 SL1258  NAD 27      -  47 55 40.12352(N)    097 05 20.83045(W) AD(       ) 2
 SL1258
 SL1258.Superseded values are not recommended for survey control.
 SL1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1258.See file dsdata.txt to determine how the superseded data were derived.
 SL1258
 SL1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU4271310041(NAD 83)
 SL1258_MARKER: DS = TRIANGULATION STATION DISK
 SL1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1258
 SL1258  HISTORY     - Date     Condition        Report By
 SL1258  HISTORY     - 1941     MONUMENTED       CGS
 SL1258  HISTORY     - 1948     SEE DESCRIPTION  CGS
 SL1258  HISTORY     - 1954     SEE DESCRIPTION  CGS
 SL1258  HISTORY     - 1959     MARK NOT FOUND   CGS
 SL1258  HISTORY     - 1980     MARK NOT FOUND   NGS
 SL1258
 SL1258                          STATION DESCRIPTION
 SL1258
 SL1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1258'STATION IS LOCATED AT THE GRAND FORKS MUNICIPAL AIRPORT WHICH
 SL1258'IS ON THE W SIDE OF THE CITY AND 0.2 MILE S OF U.S. HIGHWAY
 SL1258'2.  STATION IS 37 FEET NNW OF A SMALL STUCCO BUILDING AND
 SL1258'ABOUT 75 YARDS S OF A HANGAR.  IT IS STAMPED GRANDAIR 1941
 SL1258'AND IS FLUSH WITH THE GROUND.
 SL1258'
 SL1258'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1258'BRONZE DISKS SET IN CONCRETE.
 SL1258'
 SL1258'REFERENCE MARK NO. 1 IS 80.5 FEET E OF A SMALL STUCCO BUILDING.
 SL1258'IT IS STAMPED GRANDAIR NO. 1 1941 AND IS FLUSH WITH THE GROUND.
 SL1258'
 SL1258'REFERENCE MARK NO. 2 IS 21 FEET W OF A STUCCO BUILDING AND
 SL1258'4.5 FEET N OF THE NW LEG OF THE AIRPORT BEACON.  IT IS STAMPED
 SL1258'GRANDAIR NO. 2 1941 AND IS FLUSH WITH THE GROUND.
 SL1258'
 SL1258'THE AZIMUTH MARK IS STATION UNIVERSITY WHICH IS 1,183 METERS
 SL1258'SE.
 SL1258'
 SL1258'A 77-FOOT SIGNAL AT HUNTS IS VISIBLE AT 50 FEET.
 SL1258'
 SL1258'A 77-FOOT SIGNAL AT UNIVERSITY IS VISIBLE ON THE GROUND.
 SL1258'
 SL1258'A 77-FOOT SIGNAL AT WALLE IS VISIBLE AT 64 FEET.
 SL1258'
 SL1258'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 SL1258
 SL1258                          STATION RECOVERY (1948)
 SL1258
 SL1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER)
 SL1258'STATION AND ALL REFERENCE MARKS ARE DESTROYED.  THE LOCAL
 SL1258'AIRPORT MANAGER STATES THAT IN AN IMPROVEMENT PROGRAM OF THE
 SL1258'AIRPORT, THE MARKS WERE ALL UPROOTED IN THE YEAR OF 1943.
 SL1258
 SL1258                          STATION RECOVERY (1954)
 SL1258
 SL1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 SL1258'THE STATION HAS BEEN DESTROYED.  THE AIRPORT MANAGER, MR. CARL
 SL1258'AMUNDSON, OF THE GRAND FORKS INTERNATIONAL AIRPORT, SAID
 SL1258'THAT THE MONUMENT WAS KNOCKED OUT WHEN A NEW ENTRANCE ROAD
 SL1258'WAS CONSTRUCTED.  THE REFERENCE MARKS WERE NOT RECOVERED
 SL1258'AND IT IS BELIEVED THAT THEY TOO WERE DESTROYED AT THE TIME
 SL1258'OF THE ENTRANCE ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS
 SL1258'RECOVERED IN GOOD CONDITION.
 SL1258
 SL1258                          STATION RECOVERY (1959)
 SL1258
 SL1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SL1258'STATION AND REFERENCE MARKS SEARCHED FOR BUT NOT RECOVERED.
 SL1258'ACCORDING TO INFORMATION OBTAINED FROM AIRPORT MANAGER AT
 SL1258'LEAST ONE AND POSSIBLY ALL THE MARKS WERE DESTROYED WHEN THE
 SL1258'AREA IN THE VICINITY OF THE STATION WAS GRADED.
 SL1258
 SL1258                          STATION RECOVERY (1980)
 SL1258
 SL1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MOC)
 SL1258'THE STATION AND REFERENCE MARKS HAVE BEEN DESTROYED.
 SL1258'
 SL1258'THE AZIMUTH MARK (UNIVERSITY) WAS RECOVERED AS DESCRIBED.
 SL1258'
 SL1258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GRAND FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1536 ***********************************************************************
 SL1536  DESIGNATION -  GRANDIN
 SL1536  PID         -  SL1536
 SL1536  STATE/COUNTY-  ND/CASS
 SL1536  USGS QUAD   -  GARDNER (1963)
 SL1536
 SL1536                         *CURRENT SURVEY CONTROL
 SL1536  ___________________________________________________________________
 SL1536* NAD 83(1996)-  47 13 26.66712(N)    096 59 49.40787(W)     ADJUSTED  
 SL1536* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 SL1536  ___________________________________________________________________
 SL1536  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 SL1536  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 SL1536
 SL1536  HORZ ORDER  -  SECOND
 SL1536
 SL1536.The horizontal coordinates were established by classical geodetic methods
 SL1536.and adjusted by the National Geodetic Survey in January 1998..
 SL1536
 SL1536.The orthometric height was scaled from a topographic map.
 SL1536
 SL1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1536
 SL1536.The geoid height was determined by GEOID03.
 SL1536
 SL1536;                    North         East     Units Scale Factor Converg.
 SL1536;SPC ND S     -   179,033.698   865,205.075   MT  0.99995893   +2 33 17.9
 SL1536;SPC ND S     -   587,380.90  2,838,599.33   iFT  0.99995893   +2 33 17.9
 SL1536;SPC ND N     -    30,947.193   865,225.026   MT  1.00004770   +2 36 24.0
 SL1536;SPC ND N     -   101,532.79  2,838,664.78   iFT  1.00004770   +2 36 24.0
 SL1536;UTM  14      - 5,232,010.983   651,634.687   MT  0.99988259   +1 28 13.7
 SL1536
 SL1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1536!SPC ND S     -   0.99996143  x   0.99995893  =   0.99992036
 SL1536!SPC ND N     -   0.99996143  x   1.00004770  =   1.00000913
 SL1536!UTM  14      -   0.99996143  x   0.99988259  =   0.99984402
 SL1536
 SL1536:                Primary Azimuth Mark                     Grid Az
 SL1536:SPC ND S     -  GARDNER                                  163 35 43.9
 SL1536:SPC ND N     -  GARDNER                                  163 32 37.8
 SL1536:UTM  14      -  GARDNER                                  164 40 48.1
 SL1536
 SL1536|---------------------------------------------------------------------|
 SL1536| PID    Reference Object                     Distance      Geod. Az  |
 SL1536|                                                           dddmmss.s |
 SL1536| SL1537 GARDNER                             APPROX. 8.8 KM 1660901.8 |
 SL1536| CO9627 GRANDIN RM 1                         21.078 METERS 18223     |
 SL1536| SL0229 T 47                                 61.841 METERS 30917     |
 SL1536|---------------------------------------------------------------------|
 SL1536
 SL1536                          SUPERSEDED SURVEY CONTROL
 SL1536
 SL1536  NAD 83(1986)-  47 13 26.66630(N)    096 59 49.39951(W) AD(       ) 2
 SL1536  NAD 27      -  47 13 26.74300(N)    096 59 48.09800(W) AD(       ) 2
 SL1536
 SL1536.Superseded values are not recommended for survey control.
 SL1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1536.See file dsdata.txt to determine how the superseded data were derived.
 SL1536
 SL1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5163532011(NAD 83)
 SL1536_MARKER: DS = TRIANGULATION STATION DISK
 SL1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1536
 SL1536  HISTORY     - Date     Condition        Report By
 SL1536  HISTORY     - 1954     MONUMENTED       CGS
 SL1536  HISTORY     - 1963     GOOD             CGS
 SL1536
 SL1536                          STATION DESCRIPTION
 SL1536
 SL1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1536'THE STATION IS LOCATED IN THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 SL1536'81.  IT IS 5 MILES NORTH-NORTHWEST OF GARDNER AND 1 MILE
 SL1536'SOUTH-SOUTHEAST OF GRANDIN.
 SL1536'
 SL1536'REACHED FROM THE GREAT NORTHERN RAILROAD DEPOT IN GRANDIN BY
 SL1536'GOING EAST ON THE MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF
 SL1536'U.S. HIGHWAY 81.  TURN RIGHT, SOUTH, AND GO 1.0 MILE TO A
 SL1536'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE.
 SL1536'
 SL1536'THE STATION MARK IS 70 FEET WEST OF THE CENTER LINE OF HIGHWAY
 SL1536'81, 63 FEET EAST OF THE EAST RAIL OF THE GREAT NORTHERN RAILROAD
 SL1536'TRACK, 61 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRADED ROAD,
 SL1536'13 FEET WEST OF A WITNESS POST, AND PROJECTS 4 INCHES.  THE DISK
 SL1536'IS STAMPED GRANDIN 1954.
 SL1536'
 SL1536'REFERNCE MARK NO. 1, SOUTH OF THE STATION, IS 90 FEET WEST OF THE
 SL1536'CENTER LINE OF HIGHWAY 81, 43 FEET EAST OF THE EAST RAIL, AND
 SL1536'PROJECTS 6 INCHES.  THE DISK IS STAMPED GRANDIN NO 1 1954.
 SL1536'
 SL1536'BENCH MARK T 47 1934, NORTHWEST OF THE STATION AND USED FOR A
 SL1536'REFERENCE MARK, IS 75 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 SL1536'GRADED ROAD, 53 FEET WEST OF THE WEST RAIL, 12 FEET NORTH-NORTHEAST
 SL1536'OF A TELEPHONE POLE, AND PROJECTS 3 INCHES.  IT IS A STANDARD
 SL1536'U.S.C. AND G.S. BENCH MARK DISK SET IN A CONCRETE MONUMENT, AND
 SL1536'STAMPED T 47 1934.
 SL1536'
 SL1536'BENCH MARK U 47 1934, APPROXIMATELY 0.9 MILE NORTH OF THE STATION
 SL1536'AND USED FOR AN AZIMUTH MARK, IS 82 FEET SOUTH-SOUTHWEST OF THE
 SL1536'SOUTHWEST CORNER OF THE GREAT NORTHERN RAILROAD DEPOT IN GRANDIN,
 SL1536'72 FEET WEST OF THE WEST RAIL OF THE GREAT NORTHERN RAILROAD
 SL1536'TRACK, 3 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND PROJECTS
 SL1536'3 INCHES.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET
 SL1536'IN A CONCRETE MONUMENT, AND STAMPED U 47 1934.
 SL1536'
 SL1536'NOTE--GUST IS V.G.
 SL1536'
 SL1536'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 SL1536
 SL1536                          STATION RECOVERY (1963)
 SL1536
 SL1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL1536'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SL1536'CONDITION.  BENCH MARK T 47, WHICH WAS USED FOR ONE REFERENCE
 SL1536'MARK, WAS RECOVERED 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1305 ***********************************************************************
 SL1305  DESIGNATION -  GRANDIN FARMERS GRAIN CO ELEV
 SL1305  PID         -  SL1305
 SL1305  STATE/COUNTY-  ND/CASS
 SL1305  USGS QUAD   -  GRANDIN (1984)
 SL1305
 SL1305                         *CURRENT SURVEY CONTROL
 SL1305  ___________________________________________________________________
 SL1305* NAD 83(1996)-  47 14 14.66720(N)    097 00 06.77907(W)     ADJUSTED  
 SL1305* NAVD 88     -                                                        
 SL1305  ___________________________________________________________________
 SL1305  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 SL1305  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 SL1305
 SL1305  HORZ ORDER  -  THIRD
 SL1305
 SL1305.The horizontal coordinates were established by classical geodetic methods
 SL1305.and adjusted by the National Geodetic Survey in January 1998..
 SL1305
 SL1305
 SL1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1305
 SL1305.The geoid height was determined by GEOID03.
 SL1305
 SL1305;                    North         East     Units Scale Factor Converg.
 SL1305;SPC ND S     -   180,498.230   864,774.008   MT  0.99996054   +2 33 05.3
 SL1305;SPC ND S     -   592,185.79  2,837,185.07   iFT  0.99996054   +2 33 05.3
 SL1305;SPC ND N     -    32,411.462   864,792.602   MT  1.00004427   +2 36 11.0
 SL1305;SPC ND N     -   106,336.82  2,837,246.07   iFT  1.00004427   +2 36 11.0
 SL1305;UTM  14      - 5,233,483.295   651,231.445   MT  0.99988108   +1 28 02.1
 SL1305
 SL1305                          SUPERSEDED SURVEY CONTROL
 SL1305
 SL1305  NAD 83(1986)-  47 14 14.66641(N)    097 00 06.77057(W) AD(       ) 4
 SL1305  NAD 27      -  47 14 14.73500(N)    097 00 05.46800(W) AD(       ) 3
 SL1305
 SL1305.Superseded values are not recommended for survey control.
 SL1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1305.See file dsdata.txt to determine how the superseded data were derived.
 SL1305
 SL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5123133483(NAD 83)
 SL1305_MARKER: 65 = GRAIN ELEVATOR
 SL1305
 SL1305  HISTORY     - Date     Condition        Report By
 SL1305  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1305
 SL1305                          STATION DESCRIPTION
 SL1305
 SL1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1305'THE STATION IS THE TOP CENTER OF THE MORE SOUTHERLY AND
 SL1305'TALLER OF THE TWO ELEVATORS LOCATED IN THE TOWN OF GRANDIN.
 SL1305'IT IS A CORRUGATED-METAL BUILDING APPROXIMATELY 80 FEET
 SL1305'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0629 ***********************************************************************
 TG0629  DESIGNATION -  GRANDRUE
 TG0629  PID         -  TG0629
 TG0629  STATE/COUNTY-  ND/MOUNTRAIL
 TG0629  USGS QUAD   -  PALERMO NE (1981)
 TG0629
 TG0629                         *CURRENT SURVEY CONTROL
 TG0629  ___________________________________________________________________
 TG0629* NAD 83(1996)-  48 26 14.23320(N)    102 01 39.31990(W)     ADJUSTED  
 TG0629* NAVD 88     -       725.910  (meters)    2381.59   (feet)  ADJUSTED  
 TG0629  ___________________________________________________________________
 TG0629  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TG0629  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 TG0629  DYNAMIC HT  -         726.026 (meters)    2381.97  (feet)  COMP
 TG0629  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 TG0629
 TG0629  HORZ ORDER  -  SECOND
 TG0629  VERT ORDER  -  SECOND    CLASS 0
 TG0629
 TG0629.The horizontal coordinates were established by classical geodetic methods
 TG0629.and adjusted by the National Geodetic Survey in January 1998..
 TG0629
 TG0629.The orthometric height was determined by differential leveling
 TG0629.and adjusted by the National Geodetic Survey in June 1991..
 TG0629
 TG0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0629
 TG0629.The geoid height was determined by GEOID03.
 TG0629
 TG0629.The dynamic height is computed by dividing the NAVD 88
 TG0629.geopotential number by the normal gravity value computed on the
 TG0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0629.degrees latitude (g = 980.6199 gals.).
 TG0629
 TG0629.The modeled gravity was interpolated from observed gravity values.
 TG0629
 TG0629;                    North         East     Units Scale Factor Converg.
 TG0629;SPC ND N     -   160,922.821   486,982.372   MT  0.99995476   -1 08 12.2
 TG0629;SPC ND N     -   527,962.01  1,597,711.19   iFT  0.99995476   -1 08 12.2
 TG0629;UTM  13      - 5,369,173.216   719,836.512   MT  1.00019382   +2 13 29.8
 TG0629;UTM  14      - 5,369,333.223   276,083.049   MT  1.00021607   -2 15 58.6
 TG0629
 TG0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0629!SPC ND N     -   0.99988923  x   0.99995476  =   0.99984399
 TG0629!UTM  13      -   0.99988923  x   1.00019382  =   1.00008302
 TG0629!UTM  14      -   0.99988923  x   1.00021607  =   1.00010527
 TG0629
 TG0629|---------------------------------------------------------------------|
 TG0629| PID    Reference Object                     Distance      Geod. Az  |
 TG0629|                                                           dddmmss.s |
 TG0629| TG0630 GRANDRUE RM 1                        22.412 METERS 06952     |
 TG0629| TG0627 GRANDRUE AZ MK                                     0854959.8 |
 TG0629| TF2232 TAGUS BELL TEL MICROWAVE MST        APPROX. 9.3 KM 1275546.2 |
 TG0629| TG1767 BLAISDELL ST LUKES LUTH CHURCH      APPROX. 2.6 KM 1612441.3 |
 TG0629| TG1768 BLAISDELL STATE HWY RADIO MAST      APPROX. 2.8 KM 1613410.5 |
 TG0629| TG0628 GRANDRUE RM 2                        25.386 METERS 19105     |
 TG0629|---------------------------------------------------------------------|
 TG0629
 TG0629                          SUPERSEDED SURVEY CONTROL
 TG0629
 TG0629  NAD 83(1986)-  48 26 14.23295(N)    102 01 39.31480(W) AD(       ) 2
 TG0629  NAD 27      -  48 26 14.16180(N)    102 01 37.72860(W) AD(       ) 2
 TG0629  NGVD 29 (??/??/92)  725.486  (m)         2380.20   (f) ADJ UNCH    2 0
 TG0629
 TG0629.Superseded values are not recommended for survey control.
 TG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0629.See file dsdata.txt to determine how the superseded data were derived.
 TG0629
 TG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1983769173(NAD 83)
 TG0629_MARKER: DS = TRIANGULATION STATION DISK
 TG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0629_STAMPING: GRANDRUE 1962
 TG0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0629+STABILITY: SURFACE MOTION
 TG0629
 TG0629  HISTORY     - Date     Condition        Report By
 TG0629  HISTORY     - 1962     MONUMENTED       CGS
 TG0629  HISTORY     - 1963     GOOD             NGS
 TG0629
 TG0629                          STATION DESCRIPTION
 TG0629
 TG0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0629'THE STATION IS LOCATED 4 MILES WEST AND 6 MILES NORTH OF THE
 TG0629'TOWN OF TAGUS, IN THE CENTER OF SEC. 10,T157N,R88W, ON THE
 TG0629'HIGHEST POINT OF A HILL IN PASTURE LAND.
 TG0629'
 TG0629'TO REACH FROM THE POST OFFICE IN TAGUS, GO NORTH FOR 0.6 MILE
 TG0629'TO U.S. HIGHWAY 2.  TURN LEFT AND FOLLOW U.S. HIGHWAY 2 WEST FOR
 TG0629'3.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 5.2 MILES
 TG0629'TO A DIM CROSSROAD.  CONTINUE NORTH FOR 0.4 MILE TO A DRIVEWAY ON
 TG0629'THE LEFT, WEST, SIDE OF THE ROAD.  TURN LEFT AND FOLLOW THE
 TG0629'DRIVEWAY WEST FOR 0.2 MILE TO A WIRE GATE AND THE AZIMUTH
 TG0629'MARK JUST WEST SOUTH WEST OF A LARGE BARN.  PASS THROUGH THE
 TG0629'GATE AND GO WEST ACROSS COUNTRY FOR 0.3 MILE TO THE HIGHEST
 TG0629'POINT IN THE GENERAL VICINITY AND THE STATION.
 TG0629'
 TG0629'THE STATION MARK IS A STANDARD DISK STAMPED GRANDRUE 1962 AND SET
 TG0629'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TG0629'WITH THE GROUND.  IT IS 17 FEET EAST OF A FENCE AND 16.6 FEET
 TG0629'EAST OF A WITNESS POST.
 TG0629'
 TG0629'REFERENCE MARK NO. 1, STAMPED GRANDRUE NO 1 1962, IS A STANDARD
 TG0629'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0629'PROJECTS 2 INCHES.  IT IS 89 FEET EAST OF A FENCE AND 89.2 FEET
 TG0629'EAST OF A WITNESS POST.
 TG0629'
 TG0629'REFERENCE MARK NO. 2, STAMPED GRANDRUE NO 2 1962, IS A STANDARD
 TG0629'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0629'PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF A FENCE AND 83.3 FEET
 TG0629'SOUTH OF A WITNESS POST.
 TG0629'
 TG0629'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRANDRUE 1962 SET IN
 TG0629'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TG0629'WITH THE GROUND.
 TG0629'
 TG0629'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 136.62 FEET OR 41.642 METERS.
 TG0629
 TG0629                          STATION RECOVERY (1963)
 TG0629
 TG0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0629'9.8 MI NE FROM BLAISDELL.
 TG0629'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0629'RAILWAY STATION AT BLAISDELL, THENCE 5.6 MILES NORTH ALONG A GRAVELED
 TG0629'ROAD, THENCE 0.5 MILE WEST ALONG A DRIVEWAY THROUGH A FARMYARD AND
 TG0629'ACROSS A FIELD, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY, 16.5
 TG0629'FEET EAST OF A METAL WITNESS POST AND A FENCE, ABOUT LEVEL WITH THE
 TG0629'TOP OF THE HILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0629'INCH, S 10, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0627 ***********************************************************************
 TG0627  DESIGNATION -  GRANDRUE AZ MK
 TG0627  PID         -  TG0627
 TG0627  STATE/COUNTY-  ND/MOUNTRAIL
 TG0627  USGS QUAD   -  PALERMO NE (1981)
 TG0627
 TG0627                         *CURRENT SURVEY CONTROL
 TG0627  ___________________________________________________________________
 TG0627* NAD 83(1986)-  48 26 13.     (N)    102 01 14.     (W)     SCALED    
 TG0627* NAVD 88     -       713.759  (meters)    2341.72   (feet)  ADJUSTED  
 TG0627  ___________________________________________________________________
 TG0627  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TG0627  DYNAMIC HT  -         713.873 (meters)    2342.10  (feet)  COMP
 TG0627  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 TG0627
 TG0627  VERT ORDER  -  SECOND    CLASS 0
 TG0627
 TG0627.The horizontal coordinates were scaled from a topographic map and have
 TG0627.an estimated accuracy of +/- 6 seconds.
 TG0627
 TG0627.The orthometric height was determined by differential leveling
 TG0627.and adjusted by the National Geodetic Survey in June 1991..
 TG0627
 TG0627.The geoid height was determined by GEOID03.
 TG0627
 TG0627.The dynamic height is computed by dividing the NAVD 88
 TG0627.geopotential number by the normal gravity value computed on the
 TG0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0627.degrees latitude (g = 980.6199 gals.).
 TG0627
 TG0627.The modeled gravity was interpolated from observed gravity values.
 TG0627
 TG0627;                    North         East    Units  Estimated Accuracy
 TG0627;SPC ND N     -   160,870.      487,500.      MT  (+/- 180 meters Scaled)
 TG0627
 TG0627                          SUPERSEDED SURVEY CONTROL
 TG0627
 TG0627  NGVD 29 (??/??/92)  713.33   (m)         2340.3    (f) COMPUTED    2 0
 TG0627
 TG0627.Superseded values are not recommended for survey control.
 TG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0627.See file dsdata.txt to determine how the superseded data were derived.
 TG0627
 TG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP203691(NAD 83)
 TG0627_MARKER: DZ = AZIMUTH MARK DISK
 TG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0627_STAMPING: GRANDRUE 1962
 TG0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0627+STABILITY: SURFACE MOTION
 TG0627
 TG0627  HISTORY     - Date     Condition        Report By
 TG0627  HISTORY     - 1962     MONUMENTED       CGS
 TG0627  HISTORY     - 1963     GOOD             NGS
 TG0627
 TG0627                          STATION DESCRIPTION
 TG0627
 TG0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0627'9.5 MI NE FROM BLAISDELL.
 TG0627'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0627'RAIWAY STATION AT BLAISDELL, THENCE 5.6 MILES NORTH ALONG A GRAVELED
 TG0627'ROAD, THENCE 0.2 MILE WEST ALONG A DRIVEWAY LEADING TO A WHITE
 TG0627'FARMHOUSE, ABOUT 125 YARDS NORTHWEST OF THE HOUSE, 109 FEET WEST OF
 TG0627'THE SOUTHWEST CORNER OF A LARGE BARN, 4 FEET NORTH OF THE NORTH GATE
 TG0627'POST OF A GATE ACROSS A FARM ROAD, 0.5 FOOT WEST OF A FENCE, 1.9 FEET
 TG0627'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD, AND SET
 TG0627'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 10, R 88 W, T 157
 TG0627'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0630 ***********************************************************************
 TG0630  DESIGNATION -  GRANDRUE RM 1
 TG0630  PID         -  TG0630
 TG0630  STATE/COUNTY-  ND/MOUNTRAIL
 TG0630  USGS QUAD   -  PALERMO NE (1981)
 TG0630
 TG0630                         *CURRENT SURVEY CONTROL
 TG0630  ___________________________________________________________________
 TG0630* NAD 83(1986)-  48 26 14.     (N)    102 01 39.     (W)     SCALED    
 TG0630* NAVD 88     -       725.040  (meters)    2378.74   (feet)  ADJUSTED  
 TG0630  ___________________________________________________________________
 TG0630  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 TG0630  DYNAMIC HT  -         725.157 (meters)    2379.12  (feet)  COMP
 TG0630  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 TG0630
 TG0630  VERT ORDER  -  SECOND    CLASS 0
 TG0630
 TG0630.The horizontal coordinates were scaled from a topographic map and have
 TG0630.an estimated accuracy of +/- 6 seconds.
 TG0630
 TG0630.The orthometric height was determined by differential leveling
 TG0630.and adjusted by the National Geodetic Survey in June 1991..
 TG0630
 TG0630.The geoid height was determined by GEOID03.
 TG0630
 TG0630.The dynamic height is computed by dividing the NAVD 88
 TG0630.geopotential number by the normal gravity value computed on the
 TG0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0630.degrees latitude (g = 980.6199 gals.).
 TG0630
 TG0630.The modeled gravity was interpolated from observed gravity values.
 TG0630
 TG0630;                    North         East    Units  Estimated Accuracy
 TG0630;SPC ND N     -   160,920.      486,990.      MT  (+/- 180 meters Scaled)
 TG0630
 TG0630                          SUPERSEDED SURVEY CONTROL
 TG0630
 TG0630  NGVD 29 (??/??/92)  724.617  (m)         2377.35   (f) ADJ UNCH    2 0
 TG0630
 TG0630.Superseded values are not recommended for survey control.
 TG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0630.See file dsdata.txt to determine how the superseded data were derived.
 TG0630
 TG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP198691(NAD 83)
 TG0630_MARKER: DR = REFERENCE MARK DISK
 TG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0630_STAMPING: GRANDRUE NO 1 1962
 TG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0630+STABILITY: SURFACE MOTION
 TG0630
 TG0630  HISTORY     - Date     Condition        Report By
 TG0630  HISTORY     - 1962     MONUMENTED       CGS
 TG0630  HISTORY     - 1963     GOOD             NGS
 TG0630
 TG0630                          STATION DESCRIPTION
 TG0630
 TG0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0630'9.8 MI NE FROM BLAISDELL.
 TG0630'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0630'RAILWAY STATION AT BLAISDELL, THENCE 5.6 MILES NORTH ALONG A GRAVELED
 TG0630'ROAD, THENCE 0.5 MILE WEST ALONG A DRIVEWAY THROUGH A FARMYARD AND
 TG0630'ACROSS A FIELD, ABOUT 0.3 MILE WEST OF A LARGE BARN, ON THE TOP OF THE
 TG0630'HIGHEST POINT IN THE VICINITY, 90.5 FEET NORTHEAST OF A METAL WITNESS
 TG0630'POST AND A FENCE, 73.8 FEET NORTHEAST OF THE STATION MARK, ABOUT LEVEL
 TG0630'WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TG0630'INCHES, S 10, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0628 ***********************************************************************
 TG0628  DESIGNATION -  GRANDRUE RM 2
 TG0628  PID         -  TG0628
 TG0628  STATE/COUNTY-  ND/MOUNTRAIL
 TG0628  USGS QUAD   -  PALERMO NE (1981)
 TG0628
 TG0628                         *CURRENT SURVEY CONTROL
 TG0628  ___________________________________________________________________
 TG0628* NAD 83(1986)-  48 26 14.     (N)    102 01 39.     (W)     SCALED    
 TG0628* NAVD 88     -       723.795  (meters)    2374.65   (feet)  ADJUSTED  
 TG0628  ___________________________________________________________________
 TG0628  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 TG0628  DYNAMIC HT  -         723.911 (meters)    2375.03  (feet)  COMP
 TG0628  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 TG0628
 TG0628  VERT ORDER  -  SECOND    CLASS 0
 TG0628
 TG0628.The horizontal coordinates were scaled from a topographic map and have
 TG0628.an estimated accuracy of +/- 6 seconds.
 TG0628
 TG0628.The orthometric height was determined by differential leveling
 TG0628.and adjusted by the National Geodetic Survey in June 1991..
 TG0628
 TG0628.The geoid height was determined by GEOID03.
 TG0628
 TG0628.The dynamic height is computed by dividing the NAVD 88
 TG0628.geopotential number by the normal gravity value computed on the
 TG0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0628.degrees latitude (g = 980.6199 gals.).
 TG0628
 TG0628.The modeled gravity was interpolated from observed gravity values.
 TG0628
 TG0628;                    North         East    Units  Estimated Accuracy
 TG0628;SPC ND N     -   160,920.      486,990.      MT  (+/- 180 meters Scaled)
 TG0628
 TG0628                          SUPERSEDED SURVEY CONTROL
 TG0628
 TG0628  NGVD 29 (??/??/92)  723.371  (m)         2373.26   (f) ADJ UNCH    2 0
 TG0628
 TG0628.Superseded values are not recommended for survey control.
 TG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0628.See file dsdata.txt to determine how the superseded data were derived.
 TG0628
 TG0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP198691(NAD 83)
 TG0628_MARKER: DR = REFERENCE MARK DISK
 TG0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0628_STAMPING: GRANDRUE NO 2 1962
 TG0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0628+STABILITY: SURFACE MOTION
 TG0628
 TG0628  HISTORY     - Date     Condition        Report By
 TG0628  HISTORY     - 1962     MONUMENTED       CGS
 TG0628  HISTORY     - 1963     GOOD             NGS
 TG0628
 TG0628                          STATION DESCRIPTION
 TG0628
 TG0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0628'9.8 MI NE FROM BLAISDELL.
 TG0628'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0628'RAILWAY STATION AT BLAISDELL, THENCE 5.6 MILES NORTH ALONG A GRAVELED
 TG0628'ROAD, THENCE 0.5 MILE WEST ALONG A DRIVEWAY THROUGH A FARMYARD AND
 TG0628'ACROSS A FIELD, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY, 83.5
 TG0628'FEET SOUTH OF THE STATION MARK, 2.0 FEET EAST OF A FENCE, 83.0 FEET
 TG0628'SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE
 TG0628'TOP OF THE HILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0628'INCHES, S 10, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2240 ***********************************************************************
 TF2240  DESIGNATION -  GRANO
 TF2240  PID         -  TF2240
 TF2240  STATE/COUNTY-  ND/RENVILLE
 TF2240  USGS QUAD   -  GRANO NE (1949)
 TF2240
 TF2240                         *CURRENT SURVEY CONTROL
 TF2240  ___________________________________________________________________
 TF2240* NAD 83(1996)-  48 38 51.55513(N)    101 36 26.74893(W)     ADJUSTED  
 TF2240* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 TF2240  ___________________________________________________________________
 TF2240  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 TF2240  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 TF2240
 TF2240  HORZ ORDER  -  SECOND
 TF2240
 TF2240.The horizontal coordinates were established by classical geodetic methods
 TF2240.and adjusted by the National Geodetic Survey in January 1998..
 TF2240
 TF2240.The orthometric height was scaled from a topographic map.
 TF2240
 TF2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2240
 TF2240.The geoid height was determined by GEOID03.
 TF2240
 TF2240;                    North         East     Units Scale Factor Converg.
 TF2240;SPC ND N     -   183,780.760   518,401.407   MT  0.99998414   -0 49 26.7
 TF2240;SPC ND N     -   602,955.25  1,700,792.02   iFT  0.99998414   -0 49 26.7
 TF2240;UTM  14      - 5,391,569.728   307,952.702   MT  1.00005314   -1 57 28.4
 TF2240
 TF2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2240!SPC ND N     -   0.99991961  x   0.99998414  =   0.99990375
 TF2240!UTM  14      -   0.99991961  x   1.00005314  =   0.99997275
 TF2240
 TF2240:                Primary Azimuth Mark                     Grid Az
 TF2240:SPC ND N     -  GRANO AZ MK                              020 23 00.7
 TF2240:UTM  14      -  GRANO AZ MK                              021 31 02.4
 TF2240
 TF2240|---------------------------------------------------------------------|
 TF2240| PID    Reference Object                     Distance      Geod. Az  |
 TF2240|                                                           dddmmss.s |
 TF2240| CQ7708 GRANO AZ MK                                        0193334.0 |
 TF2240| CQ7709 GRANO RM 1                            8.934 METERS 08057     |
 TF2240| CQ7710 GRANO RM 2                            7.820 METERS 28045     |
 TF2240| TF2244 GREENE SOURIS R TEL MICRO MST       APPROX. 6.0 KM 3230542.3 |
 TF2240|---------------------------------------------------------------------|
 TF2240
 TF2240                          SUPERSEDED SURVEY CONTROL
 TF2240
 TF2240  NAD 83(1986)-  48 38 51.55286(N)    101 36 26.74414(W) AD(       ) 2
 TF2240  NAD 27      -  48 38 51.47470(N)    101 36 25.17460(W) AD(       ) 2
 TF2240
 TF2240.Superseded values are not recommended for survey control.
 TF2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2240.See file dsdata.txt to determine how the superseded data were derived.
 TF2240
 TF2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0795391570(NAD 83)
 TF2240_MARKER: DS = TRIANGULATION STATION DISK
 TF2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2240
 TF2240  HISTORY     - Date     Condition        Report By
 TF2240  HISTORY     - 1963     MONUMENTED       CGS
 TF2240
 TF2240                          STATION DESCRIPTION
 TF2240
 TF2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2240'THE STATION IS LOCATED 2-1/4 MILES NORTH AND 1 MILE WEST OF GRANO,
 TF2240'ON THE RIGHT OF WAY OF A EAST-WEST GRAVELED ROAD, IN THE SE 1/4
 TF2240'SEC. 26, T160N, R89W.
 TF2240'
 TF2240'TO REACH FROM THE RAILROAD DEPOT IN GRANO, GO SOUTH ON GRAVELED
 TF2240'STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND GO
 TF2240'WEST ON GRAVELED ROAD FOR 0.8 MILE TO A T-INTERSECTION, TURN
 TF2240'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD,
 TF2240'(THE AZIMUTH MARK IS LOCATED 0.5 MILE NORTH OF THIS POINT ON
 TF2240'THE RIGHT SIDE OF THE ROAD) TURN LEFT AND GO WEST ON GRAVELED
 TF2240'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 TF2240'
 TF2240'THE STATION MARK IS A STANDARD DISK, STAMPED GRANO 1963, SET
 TF2240'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TF2240'WITH THE SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF A
 TF2240'GRAVELED ROAD, 5.5 FEET SOUTH OF A FENCE AND 5.0 FEET SOUTH
 TF2240'OF A WITNESS POST.
 TF2240'
 TF2240'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED GRANO NO 1 1963,
 TF2240'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2240'2-INCHES.  IT IS 51 FEET NORTH OF THE CENTER OF THE GRAVELED
 TF2240'ROAD, 30.2 FEET EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF
 TF2240'THE FENCE.
 TF2240'
 TF2240'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED GRANO NO 2 1963,
 TF2240'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2240'2-INCHES.  IT IS 52 FEET NORTH OF THE CENTER OF THE GRAVELED
 TF2240'ROAD, 24.3 FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH OF
 TF2240'THE FENCE.
 TF2240'
 TF2240'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANO 1963, SET
 TF2240'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2240'4-INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 TF2240'1.7 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2077 ***********************************************************************
 TF2077  DESIGNATION -  GRANVILLE CHURCH SPIRE
 TF2077  PID         -  TF2077
 TF2077  STATE/COUNTY-  ND/MCHENRY
 TF2077  USGS QUAD   -  GRANVILLE (1977)
 TF2077
 TF2077                         *CURRENT SURVEY CONTROL
 TF2077  ___________________________________________________________________
 TF2077* NAD 83(1996)-  48 15 57.48232(N)    100 50 37.57757(W)     ADJUSTED  
 TF2077* NAVD 88     -                                                        
 TF2077  ___________________________________________________________________
 TF2077  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 TF2077  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF2077
 TF2077  HORZ ORDER  -  THIRD
 TF2077
 TF2077.The horizontal coordinates were established by classical geodetic methods
 TF2077.and adjusted by the National Geodetic Survey in January 1998..
 TF2077
 TF2077
 TF2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2077
 TF2077.The geoid height was determined by GEOID03.
 TF2077
 TF2077;                    North         East     Units Scale Factor Converg.
 TF2077;SPC ND N     -   140,809.384   574,479.661   MT  0.99994084   -0 15 20.9
 TF2077;SPC ND N     -   461,973.04  1,884,775.79   iFT  0.99994084   -0 15 20.9
 TF2077;UTM  14      - 5,347,505.213   363,174.019   MT  0.99983003   -1 22 34.0
 TF2077
 TF2077                          SUPERSEDED SURVEY CONTROL
 TF2077
 TF2077  NAD 83(1986)-  48 15 57.48287(N)    100 50 37.57748(W) AD(       ) 4
 TF2077  NAD 27      -  48 15 57.43000(N)    100 50 36.07000(W) AD(       ) 3
 TF2077
 TF2077.Superseded values are not recommended for survey control.
 TF2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2077.See file dsdata.txt to determine how the superseded data were derived.
 TF2077
 TF2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU6317447505(NAD 83)
 TF2077_MARKER: 90 = CHURCH SPIRE
 TF2077
 TF2077  HISTORY     - Date     Condition        Report By
 TF2077  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2077
 TF2077                          STATION DESCRIPTION
 TF2077
 TF2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2077'THE TIP OF A SHORT SPIRE OF A SMALL WOODEN CHURCH LOCATED IN
 TF2077'CENTRAL PART OF THE WEST END OF TOWN.  STATION NOT VISITED.
 TF2077'
 TF2077'OBSERVED UPON FROM STATIONS, MAYO, DEERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2076 ***********************************************************************
 TF2076  DESIGNATION -  GRANVILLE HIGH SCH TALL CHIM
 TF2076  PID         -  TF2076
 TF2076  STATE/COUNTY-  ND/MCHENRY
 TF2076  USGS QUAD   -  GRANVILLE (1977)
 TF2076
 TF2076                         *CURRENT SURVEY CONTROL
 TF2076  ___________________________________________________________________
 TF2076* NAD 83(1996)-  48 15 47.46267(N)    100 50 37.95234(W)     ADJUSTED  
 TF2076* NAVD 88     -                                                        
 TF2076  ___________________________________________________________________
 TF2076  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 TF2076  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF2076
 TF2076  HORZ ORDER  -  THIRD
 TF2076
 TF2076.The horizontal coordinates were established by classical geodetic methods
 TF2076.and adjusted by the National Geodetic Survey in January 1998..
 TF2076
 TF2076
 TF2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2076
 TF2076.The geoid height was determined by GEOID03.
 TF2076
 TF2076;                    North         East     Units Scale Factor Converg.
 TF2076;SPC ND N     -   140,499.957   574,470.550   MT  0.99994068   -0 15 21.2
 TF2076;SPC ND N     -   460,957.86  1,884,745.90   iFT  0.99994068   -0 15 21.2
 TF2076;UTM  14      - 5,347,196.057   363,158.862   MT  0.99983008   -1 22 34.1
 TF2076
 TF2076                          SUPERSEDED SURVEY CONTROL
 TF2076
 TF2076  NAD 83(1986)-  48 15 47.46374(N)    100 50 37.95209(W) AD(       ) 4
 TF2076  NAD 27      -  48 15 47.42700(N)    100 50 36.44200(W) AD(       ) 3
 TF2076
 TF2076.Superseded values are not recommended for survey control.
 TF2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2076.See file dsdata.txt to determine how the superseded data were derived.
 TF2076
 TF2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU6315947196(NAD 83)
 TF2076_MARKER: 85 = CHIMNEY
 TF2076
 TF2076  HISTORY     - Date     Condition        Report By
 TF2076  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2076  HISTORY     - 1946     GOOD             CGS
 TF2076
 TF2076                          STATION DESCRIPTION
 TF2076
 TF2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2076'CENTER OF TALL BRICK CHIMNEY OF THE GRANVILLE HIGH SCHOOL, IN
 TF2076'THE CENTRAL PART OF TOWN.  STATION NOT VISITED.
 TF2076'
 TF2076'OBSERVED UPON FROM STATIONS, RISING, DEERING.
 TF2076
 TF2076                          STATION RECOVERY (1946)
 TF2076
 TF2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2076'THE STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF
 TF2076'GRANVILLE ABOUT 240 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 TF2076'2.
 TF2076'
 TF2076'THE BUILDING IS THREE STORIES HIGH, CREAM BRICK CONSTRUCTION,
 TF2076'FACES EAST AND BUILT IN 1915.
 TF2076'
 TF2076'THE POINT INTERSECTED WAS THE CHIMNEY WHICH PROJECTS ABOUT 12
 TF2076'FEET ABOVE THE MAIN PART OF THE BUILDING.  IT IS ON THE WEST
 TF2076'SIDE OF THE BUILDING.
 TF2076'
 TF2076'TO REACH THE STATION FROM THE POST OFFICE IN GRANVILLE,
 TF2076'DRIVE SOUTH ON MAIN STREET AND U.S. HIGHWAY 2 FOR 0.2 MILE TO
 TF2076'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0720 ***********************************************************************
 SO0720  DESIGNATION -  GRASS
 SO0720  PID         -  SO0720
 SO0720  STATE/COUNTY-  ND/MCLEAN
 SO0720  USGS QUAD   -  RAUB (1967)
 SO0720
 SO0720                         *CURRENT SURVEY CONTROL
 SO0720  ___________________________________________________________________
 SO0720* NAD 83(1996)-  47 40 08.03524(N)    102 07 23.50894(W)     ADJUSTED  
 SO0720* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 SO0720  ___________________________________________________________________
 SO0720  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 SO0720  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SO0720
 SO0720  HORZ ORDER  -  THIRD
 SO0720
 SO0720.The horizontal coordinates were established by classical geodetic methods
 SO0720.and adjusted by the National Geodetic Survey in January 1998..
 SO0720
 SO0720.The orthometric height was scaled from a topographic map.
 SO0720
 SO0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0720
 SO0720.The geoid height was determined by GEOID03.
 SO0720
 SO0720;                    North         East     Units Scale Factor Converg.
 SO0720;SPC ND N     -    75,653.224   478,108.971   MT  0.99996203   -1 12 28.4
 SO0720;SPC ND N     -   248,206.12  1,568,598.99   iFT  0.99996203   -1 12 28.4
 SO0720;SPC ND S     -   223,834.241   478,098.858   MT  1.00004208   -1 11 02.2
 SO0720;SPC ND S     -   734,364.31  1,568,565.81   iFT  1.00004208   -1 11 02.2
 SO0720;UTM  13      - 5,283,510.360   715,957.743   MT  1.00017315   +2 07 39.1
 SO0720
 SO0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0720!SPC ND N     -   0.99989890  x   0.99996203  =   0.99986093
 SO0720!SPC ND S     -   0.99989890  x   1.00004208  =   0.99994097
 SO0720!UTM  13      -   0.99989890  x   1.00017315  =   1.00007203
 SO0720
 SO0720:                Primary Azimuth Mark                     Grid Az
 SO0720:SPC ND N     -  GRASS AZ MK 2                            168 55 57.8
 SO0720:SPC ND S     -  GRASS AZ MK 2                            168 54 31.6
 SO0720:UTM  13      -  GRASS AZ MK 2                            165 35 50.3
 SO0720
 SO0720|---------------------------------------------------------------------|
 SO0720| PID    Reference Object                     Distance      Geod. Az  |
 SO0720|                                                           dddmmss.s |
 SO0720| CQ7712 GRASS AZ MK 2                                      1674329.4 |
 SO0720| CQ7713 GRASS RM 1                           10.326 METERS 17040     |
 SO0720| CQ7714 GRASS RM 2                            8.199 METERS 26908     |
 SO0720| CQ7711 GRASS AZ MK                                        3485825.3 |
 SO0720|---------------------------------------------------------------------|
 SO0720
 SO0720                          SUPERSEDED SURVEY CONTROL
 SO0720
 SO0720  NAD 83(1986)-  47 40 08.03257(N)    102 07 23.50435(W) AD(       ) 3
 SO0720  NAD 27      -  47 40 08.02250(N)    102 07 21.89110(W) AD(       ) 3
 SO0720
 SO0720.Superseded values are not recommended for survey control.
 SO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0720.See file dsdata.txt to determine how the superseded data were derived.
 SO0720
 SO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1595883510(NAD 83)
 SO0720_MARKER: DS = TRIANGULATION STATION DISK
 SO0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0720
 SO0720  HISTORY     - Date     Condition        Report By
 SO0720  HISTORY     - 1962     MONUMENTED       CGS
 SO0720  HISTORY     - 1970     GOOD             NGS
 SO0720
 SO0720                          STATION DESCRIPTION
 SO0720
 SO0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0720'THE STATION IS LOCATED 4 MILES WEST AND 6 MILES SOUTH OF
 SO0720'THE TOWN OF RAUB, IN THE SE 1/4 OF SEC. 3, T148N, R90W, IN
 SO0720'PASTURE LAND.
 SO0720'
 SO0720'TO REACH FROM THE POST OFFICE IN EMMET, GO WEST ON STATE
 SO0720'HIGHWAY 37 FOR 0.9 MILE TO THE JUNCTION WITH COUNTY ROAD 8.
 SO0720'CONTINUE WEST ON COUNTY ROAD 8 FOR 21.1 MILES TO A T ROAD
 SO0720'INTERSECTION.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD
 SO0720'FOR 1.4 MILES TO A GATE ON THE LEFT.  (TO REACH THE AZIMUTH
 SO0720'MARK FROM HERE, CONTINUE NORTH ON THE GRAVELED ROAD FOR 1
 SO0720'MILE.) TURN LEFT, PASS THROUGH THE GATE, AND GO NORTHWEST ON
 SO0720'THE TRACK ROAD FOR 0.15 MILE TO THE STATION AND REFERENCE
 SO0720'MARKS.
 SO0720'
 SO0720'THE STATION MARK IS A STANDARD DISK STAMPED GRASS 1962 AND
 SO0720'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0720'PROJECTS 4 INCHES.  IT IS 0.1 MILE WEST OF A GRAVELED ROAD AND
 SO0720'5.7 FEET NORTHEAST OF THE WITNESS POST.
 SO0720'
 SO0720'REFERENCE MARK NO. 1, STAMPED GRASS NO 1 1962, IS A STANDARD
 SO0720'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0720'WHICH PROJECTS 6 INCHES.  IT IS 32.6 FEET SOUTH OF THE WITNESS
 SO0720'POST.
 SO0720'
 SO0720'REFERENCE MARK NO. 2, STAMPED GRASS NO 2 1962, IS A STANDARD
 SO0720'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0720'WHICH PROJECTS 5 INCHES.  IT IS 22.7 FEET WEST OF THE WITNESS
 SO0720'POST.
 SO0720'
 SO0720'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRASS 1962 AND
 SO0720'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0720'PROJECTS 5 INCHES.  IT IS ON A ROAD RIGHT-OF-WAY, 48 FEET
 SO0720'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 5.6 FEET SOUTHEAST
 SO0720'OF THE WITNESS POST AND 3 FEET SOUTHWEST OF A FENCE LINE.
 SO0720'
 SO0720'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 46.28 FEET.
 SO0720
 SO0720                          STATION RECOVERY (1970)
 SO0720
 SO0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 SO0720'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 SO0720'AZIMUTH MARK WERE RECOVERED AND APPEARED TO BE IN GOOD CONDITION.
 SO0720'DIFFERENCES OF .03, .07, AND .05 FEET WERE FOUND TO AND BETWEEN
 SO0720'THE REFERENCES MARKS, IN EACH CASE THE ORIGINAL MEASUREMENT
 SO0720'WAS THE SHORTER.  THE ANGLES CHECKED.  A NEW AZIMUTH MARK WAS
 SO0720'SET, THE ORIGINAL AZIMUTH MARK WAS IN THE WAY OF HIGHWAY
 SO0720'IMPROVEMENTS.  UPON COMPLETION OF WORK, THE DISK WAS REMOVED
 SO0720'FROM THE AZIMUTH MARK GRASS 1962.
 SO0720'
 SO0720'A NEW DESCRIPTION FOLLOWS--
 SO0720'
 SO0720'THE STATION IS LOCATED ABOUT 4 MILES WEST AND 6 MILES SOUTH OF
 SO0720'THE TOWN OF RAUB, IN THE SE 1/4 OF SEC. 3, T 148 N, R 90 W,
 SO0720'AT THE TOP OF A HILL ON ROLLING PASTURE LAND, 0.15 MILE WEST
 SO0720'OF STATE HIGHWAY 8.
 SO0720'
 SO0720'THE STATION MARK IS A STANDARD DISK STAMPED GRASS 1962, SET
 SO0720'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 SO0720'IS 0.2 MILE NORTHWEST OF A CORNER POWER POLE WITH GUY WIRES,
 SO0720'WITH POWER LINES TO THE EAST AND SOUTH.  0.15 MILE WEST OF
 SO0720'HIGHWAY 8, AND 14 FEET NORTHEAST OF A METAL WITNESS POST.
 SO0720'
 SO0720'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GRASS NO 1
 SO0720'1962, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 SO0720'IT IS 25.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 SO0720'
 SO0720'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GRASS NO 2
 SO0720'1962, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 SO0720'IT IS 22 FEET WEST OF A METAL WITNESS POST.
 SO0720'
 SO0720'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRASS 1962 1970,
 SO0720'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 SO0720'IS AT THE BOTTOM OF THE WEST SLOPE OF A HILL, 0.35 MILE NORTH
 SO0720'OF AN EMPTY HOUSE WHICH IS ON THE WEST SIDE OF THE HIGHWAY,
 SO0720'ON THE WEST R.O.W. LINE, 100 FEET WEST OF THE CENTER OF THE
 SO0720'HIGHWAY, 6 FEET NORTH OF A POWER POLE, AND 2.2 FEET SOUTH OF
 SO0720'A METAL WITNESS POST.
 SO0720'
 SO0720'TO REACH THE STATION FROM THE POST OFFICE IN EMMET, GO WEST
 SO0720'ON STATE HIGHWAY 37 FOR 0.9 MILE TO THE JUNCTION WITH STATE
 SO0720'HIGHWAY 8, GO WEST ON HIGHWAY 8 FOR 21.5 MILES TO WHERE THE
 SO0720'ROAD MAKES A LONG CURVE TO THE NORTH, FOLLOW THE HIGHWAY NORTH
 SO0720'FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 SO0720'CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE TOP OF THE
 SO0720'HILL AND THE STATION IN THE PASTURE ON THE LEFT AS DESCRIBED.
 SO0720'
 SO0720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 SO0720'MILES SW OF RAUB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2243 ***********************************************************************
 TF2243  DESIGNATION -  GRASS
 TF2243  PID         -  TF2243
 TF2243  STATE/COUNTY-  ND/RENVILLE
 TF2243  USGS QUAD   -  GREENE (1949)
 TF2243
 TF2243                         *CURRENT SURVEY CONTROL
 TF2243  ___________________________________________________________________
 TF2243* NAD 83(1996)-  48 42 19.29602(N)    101 40 09.00498(W)     ADJUSTED  
 TF2243* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 TF2243  ___________________________________________________________________
 TF2243  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 TF2243  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF2243
 TF2243  HORZ ORDER  -  SECOND
 TF2243
 TF2243.The horizontal coordinates were established by classical geodetic methods
 TF2243.and adjusted by the National Geodetic Survey in January 1998..
 TF2243
 TF2243.The orthometric height was scaled from a topographic map.
 TF2243
 TF2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2243
 TF2243.The geoid height was determined by GEOID03.
 TF2243
 TF2243;                    North         East     Units Scale Factor Converg.
 TF2243;SPC ND N     -   190,264.288   513,950.169   MT  0.99999457   -0 52 12.1
 TF2243;SPC ND N     -   624,226.67  1,686,188.22   iFT  0.99999457   -0 52 12.1
 TF2243;UTM  14      - 5,398,140.636   303,630.435   MT  1.00007377   -2 00 21.8
 TF2243
 TF2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2243!SPC ND N     -   0.99991914  x   0.99999457  =   0.99991371
 TF2243!UTM  14      -   0.99991914  x   1.00007377  =   0.99999290
 TF2243
 TF2243|---------------------------------------------------------------------|
 TF2243| PID    Reference Object                     Distance      Geod. Az  |
 TF2243|                                                           dddmmss.s |
 TF2243| CQ7716 GRASS RM 1                           29.895 METERS 02136     |
 TF2243| TF2235 MOHALL MUNICIPAL TANK               APPROX.13.4 KM 0603317.6 |
 TF2243| TF2236 MOHALL ST JEROMES CATH CHURCH       APPROX.13.5 KM 0611614.5 |
 TF2243| TF2244 GREENE SOURIS R TEL MICRO MST       APPROX. 1.9 KM 1494131.4 |
 TF2243| CQ7715 GRASS AZ MK                                        1802732.9 |
 TF2243| CQ7717 GRASS RM 2                           24.930 METERS 18807     |
 TF2243| TF2245 TOLLEY ST PAULS CATH CH CROSS       APPROX.12.1 KM 2831437.0 |
 TF2243| TF2238 SOURIS R TEL MST W OF MOHALL        APPROX. 6.8 KM 3435816.2 |
 TF2243|---------------------------------------------------------------------|
 TF2243
 TF2243                          SUPERSEDED SURVEY CONTROL
 TF2243
 TF2243  NAD 83(1986)-  48 42 19.29346(N)    101 40 08.99933(W) AD(       ) 2
 TF2243  NAD 27      -  48 42 19.21340(N)    101 40 07.41840(W) AD(       ) 2
 TF2243
 TF2243.Superseded values are not recommended for survey control.
 TF2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2243.See file dsdata.txt to determine how the superseded data were derived.
 TF2243
 TF2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0363098141(NAD 83)
 TF2243_MARKER: DS = TRIANGULATION STATION DISK
 TF2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2243
 TF2243  HISTORY     - Date     Condition        Report By
 TF2243  HISTORY     - 1963     MONUMENTED       CGS
 TF2243
 TF2243                          STATION DESCRIPTION
 TF2243
 TF2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2243'THE STATION IS LOCATED 7-1/2 MILES WEST AND 4 MILES SOUTH OF
 TF2243'MOHALL, ON THE RIGHT-OF-WAY OF A NORTH SOUTH SECTION LINE ROAD.
 TF2243'IT IS LOCATED IN THE NORTHEAST CORNER OF SECTION 8, T. 160 N.,
 TF2243'R. 85 W.
 TF2243'
 TF2243'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST
 TF2243'ON STATE HIGHWAY 5 FOR 8.35 MILES TO A CROSSROAD.  TURN LEFT
 TF2243'ON COUNTY ROUTE 28 AND GO 4.0 MILES TO A CROSSROAD.  TURN LEFT
 TF2243'AND GO EAST FOR 1.0 MILE TO A CROSSROAD AND THE STATION ON
 TF2243'THE RIGHT.
 TF2243'
 TF2243'THE STATION MARK IS A STANDARD DISK, STAMPED GRASS 1963, SET
 TF2243'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2243'2-INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 TF2243'21 FEET SOUTHEAST OF A FENCE CORNER POST, 12 FEET EAST OF A
 TF2243'WIRE FENCE AND 11.9 FEET EAST OF A METAL WITNESS POST.
 TF2243'
 TF2243'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED GRASS NO 1 1963,
 TF2243'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 TF2243'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 103 FEET NORTHEAST
 TF2243'OF THE WITNESS POST, 22 FEET WEST OF THE CENTER OF A TRACK
 TF2243'ROAD AND 9 FEET EAST OF THE CENTER OF A TRACK ROAD.
 TF2243'
 TF2243'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED GRASS NO 2 1963,
 TF2243'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2243'6-INCHES.  IT IS 81 FEET SOUTH OF THE WITNESS POST, 37 FEET
 TF2243'WEST OF THE CENTER OF A TRACK ROAD AND 1.0 FEET EAST OF A WIRE
 TF2243'FENCE.
 TF2243'
 TF2243'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRASS 1963, SET
 TF2243'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2243'3-INCHES.  IT IS 9 FEET WEST OF THE CENTER OF A TRACK ROAD,
 TF2243'1.8 FEET EAST OF A WIRE FENCE AND 0.9 FOOT.
 TF2243'
 TF2243'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRACK
 TF2243'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 TF2243'
 TF2243'MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE MARK
 TF2243'NO 2 IS 178.91 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0809 ***********************************************************************
 SO0809  DESIGNATION -  GRASSY
 SO0809  PID         -  SO0809
 SO0809  STATE/COUNTY-  ND/MCKENZIE
 SO0809  USGS QUAD   -  GRASSY BUTTE (1974)
 SO0809
 SO0809                         *CURRENT SURVEY CONTROL
 SO0809  ___________________________________________________________________
 SO0809* NAD 83(1996)-  47 23 43.25202(N)    103 14 56.68335(W)     ADJUSTED  
 SO0809* NAVD 88     -       839.     (meters)    2753.     (feet)  SCALED    
 SO0809  ___________________________________________________________________
 SO0809  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 SO0809  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 SO0809
 SO0809  HORZ ORDER  -  FIRST
 SO0809
 SO0809.The horizontal coordinates were established by classical geodetic methods
 SO0809.and adjusted by the National Geodetic Survey in January 1998..
 SO0809
 SO0809.The orthometric height was scaled from a topographic map.
 SO0809
 SO0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0809
 SO0809.The geoid height was determined by GEOID03.
 SO0809
 SO0809;                    North         East     Units Scale Factor Converg.
 SO0809;SPC ND N     -    47,659.723   392,505.850   MT  1.00000768   -2 02 44.5
 SO0809;SPC ND N     -   156,363.92  1,287,748.85   iFT  1.00000768   -2 02 44.5
 SO0809;SPC ND S     -   195,791.748   392,509.086   MT  0.99998375   -2 00 18.5
 SO0809;SPC ND S     -   642,361.38  1,287,759.47   iFT  0.99998375   -2 00 18.5
 SO0809;UTM  13      - 5,250,585.397   632,128.021   MT  0.99981455   +1 17 20.2
 SO0809
 SO0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0809!SPC ND N     -   0.99987128  x   1.00000768  =   0.99987896
 SO0809!SPC ND S     -   0.99987128  x   0.99998375  =   0.99985503
 SO0809!UTM  13      -   0.99987128  x   0.99981455  =   0.99968585
 SO0809
 SO0809:                Primary Azimuth Mark                     Grid Az
 SO0809:SPC ND N     -  GRASSY AZ MK                             005 25 19.5
 SO0809:SPC ND S     -  GRASSY AZ MK                             005 22 53.5
 SO0809:UTM  13      -  GRASSY AZ MK                             002 05 14.8
 SO0809
 SO0809|---------------------------------------------------------------------|
 SO0809| PID    Reference Object                     Distance      Geod. Az  |
 SO0809|                                                           dddmmss.s |
 SO0809| CQ7718 GRASSY AZ MK                                       0032235.0 |
 SO0809| CQ7719 GRASSY AZ MK RESET                                 0041228.1 |
 SO0809| CQ7721 GRASSY RM 2                           7.338 METERS 08006     |
 SO0809| CQ7720 GRASSY RM 1                           9.058 METERS 35006     |
 SO0809|---------------------------------------------------------------------|
 SO0809
 SO0809                          SUPERSEDED SURVEY CONTROL
 SO0809
 SO0809  NAD 83(1986)-  47 23 43.24837(N)    103 14 56.67307(W) AD(       ) 1
 SO0809  NAD 27      -  47 23 43.18900(N)    103 14 54.98200(W) AD(       ) 1
 SO0809
 SO0809.Superseded values are not recommended for survey control.
 SO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0809.See file dsdata.txt to determine how the superseded data were derived.
 SO0809
 SO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3212850585(NAD 83)
 SO0809_MARKER: DS = TRIANGULATION STATION DISK
 SO0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0809_STAMPING: GRASSY 1941
 SO0809_MARK LOGO: CGS   
 SO0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0809+STABILITY: SURFACE MOTION
 SO0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0809+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 SO0809
 SO0809  HISTORY     - Date     Condition        Report By
 SO0809  HISTORY     - 1941     MONUMENTED       CGS
 SO0809  HISTORY     - 1956     GOOD             CGS
 SO0809  HISTORY     - 1962     GOOD             USGS
 SO0809  HISTORY     - 19970616 GOOD             NDHD
 SO0809  HISTORY     - 20020514 GOOD             NDDT
 SO0809
 SO0809                          STATION DESCRIPTION
 SO0809
 SO0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0809'STATION IS ON THE HIGHEST PART OF GRASSY BUTTE, ABOUT 0.1
 SO0809'MILE NNW OF THE TOWN OF GRASSY BUTTE, ABOUT 0.35 MILE S AND
 SO0809'0.05 MILE W OF THE NE CORNER OF SEC. 11, T. 145 N, R. 99 W,
 SO0809'ON THE PROPERTY OF MIKE GRUZENSKY.  STATION IS ON THE HIGHEST
 SO0809'PART OF THE BUTTE, ABOUT 100 YARDS W OF U.S. HIGHWAY 85, ABOUT
 SO0809'11 YARDS NW OF THE SE EDGE, AND ABOUT 53 YARDS SW OF THE
 SO0809'NE POINTED EDGE OF THE BUTTE.  THE MARK IS STAMPED GRASSY 1941
 SO0809'AND PROJECTS 5 INCHES.
 SO0809'
 SO0809'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 SO0809'STANDARD BRONZE DISKS SET IN CONCRETE.
 SO0809'
 SO0809'REFERENCE MARK NO. 1 IS AT THE SAME LEVEL, AND ABOUT 3 YARDS
 SO0809'SE OF THE NE EDGE OF THE BUTTE.  IT IS STAMPED GRASSY NO. 1
 SO0809'1941 AND PROJECTS 6 INCHES.
 SO0809'
 SO0809'REFERENCE MARK NO. 2 IS AT THE SAME LEVEL, AND ABOUT 10 YARDS
 SO0809'NW OF THE SE EDGE OF THE BUTTE.  IT IS STAMPED GRASSY NO. 2
 SO0809'1941 AND PROJECTS 8 INCHES.
 SO0809'
 SO0809'THE AZIMUTH MARK IS 1.1 MILES N OF THE CENTER OF THE TOWN OF
 SO0809'GRASSY BUTTE, 39 FEET E OF THE CENTER LINE OF U.S. HIGHWAY
 SO0809'85, 2 FEET W OF THE E FENCE LINE, AT THE S ENTRANCE TO A DIRT
 SO0809'ROAD LEADING W.
 SO0809'
 SO0809'FOUR-FOOT STANDS AT RHOADES, PIMPLE, LONE, KILLDEER AND KNIFE
 SO0809'ARE VISIBLE FROM THE GROUND.
 SO0809
 SO0809                          STATION RECOVERY (1956)
 SO0809
 SO0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 SO0809'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0809'CONDITION.  A REQUEST WAS RECIEVED FROM THE COUNTY HIGHWAY
 SO0809'ENGINEER TO MOVE THE AZIMUTH MARK AS THE HIGHWAY WAS TO BE
 SO0809'WIDENED AT THE SITE OF THE MARK.
 SO0809'
 SO0809'A NEW AZIMUTH MARK WAS SET AND THE OLD ONE DESTROYED.  A
 SO0809'COMPLETE NEW DESCRIPTION OF THE REQUEST MARK FOLLOWS--
 SO0809'
 SO0809'THE AZIMUTH MARK IS ABOUT 1.0 MI. N OF THE STATION, 114 FT.
 SO0809'E OF THE CENTERLINE OF U.S. HIGHWAY 85, 2 FT. W OF A WHITE
 SO0809'WITNESS POST, AND 1 FT. S OF AN E-W FENCE LINE.  THE MARK
 SO0809'PROJECTS 4 IN. AND THE DISK IS STAMPED, GRASSY 1941 RESET 1956.
 SO0809
 SO0809                          STATION RECOVERY (1962)
 SO0809
 SO0809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SO0809'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SO0809
 SO0809                          STATION RECOVERY (1997)
 SO0809
 SO0809'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SO0809'RECOVERED AS DESCRIBED.
 SO0809
 SO0809                          STATION RECOVERY (2002)
 SO0809
 SO0809'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (CF)
 SO0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1869 ***********************************************************************
 TG1869  DESIGNATION -  GRASSY
 TG1869  PID         -  TG1869
 TG1869  STATE/COUNTY-  ND/WILLIAMS
 TG1869  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1869
 TG1869                         *CURRENT SURVEY CONTROL
 TG1869  ___________________________________________________________________
 TG1869* NAD 83(1996)-  48 17 04.15054(N)    103 31 36.59673(W)     ADJUSTED  
 TG1869* NAVD 88     -       662.     (meters)    2172.     (feet)  SCALED    
 TG1869  ___________________________________________________________________
 TG1869  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 TG1869  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1869
 TG1869  HORZ ORDER  -  SECOND
 TG1869
 TG1869.The horizontal coordinates were established by classical geodetic methods
 TG1869.and adjusted by the National Geodetic Survey in January 1998..
 TG1869
 TG1869.The orthometric height was scaled from a topographic map.
 TG1869
 TG1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1869
 TG1869.The geoid height was determined by GEOID03.
 TG1869
 TG1869;                    North         East     Units Scale Factor Converg.
 TG1869;SPC ND N     -   147,226.009   375,437.106   MT  0.99994191   -2 15 08.5
 TG1869;SPC ND N     -   483,024.96  1,231,749.04   iFT  0.99994191   -2 15 08.5
 TG1869;UTM  13      - 5,348,969.319   609,284.783   MT  0.99974674   +1 05 59.2
 TG1869
 TG1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1869!SPC ND N     -   0.99989903  x   0.99994191  =   0.99984095
 TG1869!UTM  13      -   0.99989903  x   0.99974674  =   0.99964580
 TG1869
 TG1869|---------------------------------------------------------------------|
 TG1869| PID    Reference Object                     Distance      Geod. Az  |
 TG1869|                                                           dddmmss.s |
 TG1869| CQ7723 GRASSY RM 1                          13.113 METERS 09745     |
 TG1869| CQ7724 GRASSY RM 2                          13.181 METERS 26027     |
 TG1869| CQ7722 GRASSY AZ MK                                       2722057.0 |
 TG1869|---------------------------------------------------------------------|
 TG1869
 TG1869                          SUPERSEDED SURVEY CONTROL
 TG1869
 TG1869  NAD 83(1986)-  48 17 04.14955(N)    103 31 36.59383(W) AD(       ) 2
 TG1869  NAD 27      -  48 17 04.06400(N)    103 31 34.90200(W) AD(       ) 2
 TG1869
 TG1869.Superseded values are not recommended for survey control.
 TG1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1869.See file dsdata.txt to determine how the superseded data were derived.
 TG1869
 TG1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0928548969(NAD 83)
 TG1869_MARKER: DS = TRIANGULATION STATION DISK
 TG1869_SETTING: 0 = UNSPECIFIED SETTING
 TG1869
 TG1869  HISTORY     - Date     Condition        Report By
 TG1869  HISTORY     - 1945     MONUMENTED       CGS
 TG1869
 TG1869                          STATION DESCRIPTION
 TG1869
 TG1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1869'STATION IS LOCATED ABOUT 10 MILES NNE OF WILLISTON, ON THE
 TG1869'S SIDE OF U.S. HIGHWAY 2.  IT IS IN THE S RIGHT-OF-WAY FENCE
 TG1869'LINE, 175 FEET S OF THE APPROXIMATE CENTER OF THE HIGHWAY,
 TG1869'AND 7.2 FEET N OF A STANDARD WITNESS POST.  THE DISK IS
 TG1869'STAMPED GRASSY 1945 AND PROJECTS 4 INCHES.
 TG1869'
 TG1869'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1869'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1869'CONCRETE.
 TG1869'
 TG1869'REFERENCE MARK 1 IS 43.02 FEET E OF THE STATION AND 180 FEET
 TG1869'S OF THE APPROXIMATE CENTER OF THE HIGHWAY.  THE DISK IS
 TG1869'STAMPED GRASSY NO 1 1945 AND PROJECTS 4 INCHES.  IT IS A BRONZE
 TG1869'REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1869'
 TG1869'REFERENCE MARK 2 IS 43.24 FEET W OF THE STATION AND 180 FEET
 TG1869'S OF THE APPROXIMATE CENTER OF THE ROAD.  THE DISK IS STAMPED
 TG1869'GRASSY NO 2 1945 AND PROJECTS 4 INCHES.  IT IS A BRONZE
 TG1869'REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1869'
 TG1869'AZIMUTH MARK IS 0.65 MILE W OF THE STATION, IN THE N RIGHT-OF-WAY
 TG1869'FENCE OF U.S. HIGHWAY 2, 49 FEET N OF THE APPROXIMATE CENTER
 TG1869'OF THE HIGHWAY, AND 2 FEET E OF A STANDARD WITNESS POST.
 TG1869'THE DISK IS STAMPED GRASSY 1945 AND PROJECTS ABOUT 4 INCHES.
 TG1869'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 TG1869'
 TG1869'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO
 TG1869'N ON U.S. HIGHWAY 2 AND 85 FOR 9.5 MILES TO WHERE HIGHWAY
 TG1869'2 TURNS RIGHT AND HIGHWAY 85 STRAIGHT AHEAD, TURN RIGHT WITH
 TG1869'HIGHWAY 2 AND GO 3.95 MILES TO THE AZIMUTH MARK ON THE LEFT,
 TG1869'CONTINUE 0.65 MILE TO STATION ON RIGHT.
 TG1869'
 TG1869'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0912 ***********************************************************************
 TF0912  DESIGNATION -  GREAT
 TF0912  PID         -  TF0912
 TF0912  STATE/COUNTY-  ND/WARD
 TF0912  USGS QUAD   -  SAWYER NE (1979)
 TF0912
 TF0912                         *CURRENT SURVEY CONTROL
 TF0912  ___________________________________________________________________
 TF0912* NAD 83(1996)-  48 14 25.48238(N)    101 06 05.79409(W)     ADJUSTED  
 TF0912* NAVD 88     -       489.618  (meters)    1606.36   (feet)  ADJUSTED  
 TF0912  ___________________________________________________________________
 TF0912  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 TF0912  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF0912  DYNAMIC HT  -         489.709 (meters)    1606.65  (feet)  COMP
 TF0912  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 TF0912
 TF0912  HORZ ORDER  -  SECOND
 TF0912  VERT ORDER  -  FIRST     CLASS II
 TF0912
 TF0912.The horizontal coordinates were established by classical geodetic methods
 TF0912.and adjusted by the National Geodetic Survey in January 1998..
 TF0912
 TF0912.The orthometric height was determined by differential leveling
 TF0912.and adjusted by the National Geodetic Survey in June 1991..
 TF0912
 TF0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0912
 TF0912.The geoid height was determined by GEOID03.
 TF0912
 TF0912.The dynamic height is computed by dividing the NAVD 88
 TF0912.geopotential number by the normal gravity value computed on the
 TF0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0912.degrees latitude (g = 980.6199 gals.).
 TF0912
 TF0912.The modeled gravity was interpolated from observed gravity values.
 TF0912
 TF0912;                    North         East     Units Scale Factor Converg.
 TF0912;SPC ND N     -   138,085.494   555,316.823   MT  0.99993953   -0 26 51.6
 TF0912;SPC ND N     -   453,036.40  1,821,905.59   iFT  0.99993953   -0 26 51.6
 TF0912;UTM  14      - 5,345,156.697   343,963.053   MT  0.99989916   -1 34 04.8
 TF0912
 TF0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0912!SPC ND N     -   0.99992651  x   0.99993953  =   0.99986604
 TF0912!UTM  14      -   0.99992651  x   0.99989916  =   0.99982567
 TF0912
 TF0912|---------------------------------------------------------------------|
 TF0912| PID    Reference Object                     Distance      Geod. Az  |
 TF0912|                                                           dddmmss.s |
 TF0912| TF0911 GREAT RM 1                           27.091 METERS 02717     |
 TF0912| TF2069 NORWICH SCHOOL FLAGPOLE             APPROX. 8.2 KM 0855726.3 |
 TF0912| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX. 2.2 KM 2592852.5 |
 TF0912| CQ7725 GREAT AZ MK                                        2660043.4 |
 TF0912| TF1901 GREAT AZ MK RESET                                  2663517.9 |
 TF0912| TF0913 GREAT RM 2                           27.962 METERS 29352     |
 TF0912|---------------------------------------------------------------------|
 TF0912
 TF0912                          SUPERSEDED SURVEY CONTROL
 TF0912
 TF0912  NAD 83(1986)-  48 14 25.48254(N)    101 06 05.79309(W) AD(       ) 2
 TF0912  NAD 27      -  48 14 25.43700(N)    101 06 04.22100(W) AD(       ) 2
 TF0912  NGVD 29 (??/??/92)  489.236  (m)         1605.10   (f) ADJ UNCH    1 2
 TF0912
 TF0912.Superseded values are not recommended for survey control.
 TF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0912.See file dsdata.txt to determine how the superseded data were derived.
 TF0912
 TF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4396345157(NAD 83)
 TF0912_MARKER: DS = TRIANGULATION STATION DISK
 TF0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0912_STAMPING: GREAT 1946
 TF0912_MARK LOGO: CGS   
 TF0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0912+STABILITY: SURFACE MOTION
 TF0912
 TF0912  HISTORY     - Date     Condition        Report By
 TF0912  HISTORY     - 1946     MONUMENTED       CGS
 TF0912  HISTORY     - 1955     GOOD             CGS
 TF0912  HISTORY     - 1958     GOOD             CGS
 TF0912  HISTORY     - 1962     GOOD             NGS
 TF0912  HISTORY     - 1963     GOOD             CGS
 TF0912  HISTORY     - 1980     GOOD             LOCSUR
 TF0912  HISTORY     - 1982     GOOD             NGS
 TF0912
 TF0912                          STATION DESCRIPTION
 TF0912
 TF0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF0912'THE STATION IS ABOUT 5-1/2 MILES WEST OF NORWICH AND 1-1/2
 TF0912'MILES EAST OF SURREY ALONG U.S. HIGHWAY NO. 2 BETWEEN THE
 TF0912'GREAT NORTHERN RAILWAY TRACKS AND THE HIGHWAY AT RAILROAD
 TF0912'MILEPOST 194.  IT IS 149 FEET SOUTH OF THE SOUTH RAIL OF THE
 TF0912'RAILWAY TRACKS, 142 FEET NORTHWEST OF A CROSSROADS AND 6 FEET
 TF0912'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 TF0912'2 INCHES AND THE DISK IS STAMPED GREAT 1946.
 TF0912'
 TF0912'REFERENCE MARK NO. 1 IS 88.88 FEET NORTH-NORTHEAST OF THE
 TF0912'STATION AND 65 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN
 TF0912'RAILWAY TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 TF0912'DISK IS STAMPED GREAT NO 1 1946.
 TF0912'
 TF0912'REFERENCE MARK NO 2 IS 91.74 FEET NORTHWEST OF THE STATION AND
 TF0912'90 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILWAY
 TF0912'TRACKS.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 TF0912'STAMPED GREAT NO 2 1946.
 TF0912'
 TF0912'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION,
 TF0912'75 FEET NORTH OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY
 TF0912'NO. 2, 65 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN
 TF0912'RAILWAY TRACKS AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.
 TF0912'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREAT
 TF0912'1946.
 TF0912'
 TF0912'TO REACH THE STATION FROM THE COURTHOUSE IN MINOT, GO EAST
 TF0912'ON U.S. HIGHWAY NO. 2 FOR 7.1 MILES TO RAILROAD OVERPASS
 TF0912'SOUTHEAST OF SURREY.  CONTINUE EAST ON HIGHWAY FOR 1.0 MILE
 TF0912'TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE EAST 0.4 MILE
 TF0912'TO CROSSROADS AND STATION ON LEFT.
 TF0912
 TF0912                          STATION RECOVERY (1955)
 TF0912
 TF0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 TF0912'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 TF0912'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 TF0912'DISPLACED BY ROAD MACHINERY WORKING ON U.S. HIGHWAY 2.  DESCRIPTION
 TF0912'OF THE RESET AZIMUTH MARK FOLLOWS.
 TF0912'
 TF0912'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 173 FEET WEST
 TF0912'OF THE CENTER OF A ROAD LEADING TO FARM, 100 FEET NORTH OF
 TF0912'THE CENTER OF U.S. HIGHWAY 2, 52 FEET SOUTH OF THE SOUTH RAIL
 TF0912'OF GREAT NORTHERN RAILROAD TRACKS, AND 2 FEET EAST-NORTHEAST
 TF0912'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 TF0912'IS STAMPED GREAT 1946 RESET 1955.
 TF0912
 TF0912                          STATION RECOVERY (1958)
 TF0912
 TF0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 TF0912'STATION, AZIMUTH MARK RESET 1955, AND REFERENCE MARKS RECOVERED
 TF0912'IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 TF0912'FOR THE FOLLOWING.  ALL MARKS FLUSH WITH THE SURFACE OF THE
 TF0912'GROUND.  STATION IS 79.0 FEET WEST C/L GRAVEL ROAD AND 62.0
 TF0912'FEET SOUTHWEST OF CENTER OF A TELEPHONE POLE.
 TF0912'
 TF0912'REFERENCE MARK NO. 1 IS 37.5 FEET WEST C/L GRAVEL ROAD AND
 TF0912'29.0 FEET NORTH OF CENTER OF A TELEPHONE POLE.
 TF0912'
 TF0912'REFERENCE MARK NO. 2 IS 88.0 FEET SOUTH-SOUTHWEST OF RAILROAD
 TF0912'MILEPOST 194 AND 60.3 FEET EAST OF CENTER OF A TELEPHONE
 TF0912'POLE.
 TF0912'
 TF0912'DESCRIPTION OF AZIMUTH MARK RESET IN 1955 BY L.S. IN 1955
 TF0912'ADEQUATE AND CORRECT.
 TF0912
 TF0912                          STATION RECOVERY (1962)
 TF0912
 TF0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TF0912'2.0 MI E FROM SURREY.
 TF0912'2.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0912'SURREY, AT A GRADED ROAD CROSSING, ABOUT 75 YARDS SOUTHWEST AND ACROSS
 TF0912'THE TRACK AND GRADED ROAD FROM MILEPOST 194, BETWEEN THE TRACK AND
 TF0912'U.S. HIGHWAY 2, 146 FEET SOUTH OF THE SOUTH RAIL, 118 FEET NORTH OF
 TF0912'THE CENTER LINE OF THE HIGHWAY, 80 FEET WEST OF THE CENTER LINE OF THE
 TF0912'GRADED ROAD, 62.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1.2 FEET EAST OF
 TF0912'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TF0912'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TF0912
 TF0912                          STATION RECOVERY (1963)
 TF0912
 TF0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 TF0912'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 TF0912'(RESET) WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TF0912'AZIMUTH MARK WILL NO LONGER SEE TO THE STATION DUE TO SIGNS
 TF0912'BEING PLACED IN LINE.
 TF0912
 TF0912                          STATION RECOVERY (1980)
 TF0912
 TF0912'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF0912'RECOVERED IN GOOD CONDITION.
 TF0912
 TF0912                          STATION RECOVERY (1982)
 TF0912
 TF0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0912'RECOVERED THIS DATE.  2.7 KM (1.7 MI) EAST ALONG U.S. HIGHWAY 2 FROM
 TF0912'THE JUNCTION OF COUNTY ROAD 12 NORTH IN SURREY, AT A DIRT ROAD LEADING
 TF0912'NORTH AND SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1901 ***********************************************************************
 TF1901  DESIGNATION -  GREAT AZ MK RESET
 TF1901  PID         -  TF1901
 TF1901  STATE/COUNTY-  ND/WARD
 TF1901  USGS QUAD   -  SAWYER NE (1979)
 TF1901
 TF1901                         *CURRENT SURVEY CONTROL
 TF1901  ___________________________________________________________________
 TF1901* NAD 83(1986)-  48 14 23.     (N)    101 06 37.     (W)     SCALED    
 TF1901* NAVD 88     -       492.229  (meters)    1614.92   (feet)  ADJUSTED  
 TF1901  ___________________________________________________________________
 TF1901  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 TF1901  DYNAMIC HT  -         492.320 (meters)    1615.22  (feet)  COMP
 TF1901  MODELED GRAV-     980,780.2   (mgal)                       NAVD 88
 TF1901
 TF1901  VERT ORDER  -  FIRST     CLASS II
 TF1901
 TF1901.The horizontal coordinates were scaled from a topographic map and have
 TF1901.an estimated accuracy of +/- 6 seconds.
 TF1901
 TF1901.The orthometric height was determined by differential leveling
 TF1901.and adjusted by the National Geodetic Survey in June 1991..
 TF1901
 TF1901.The geoid height was determined by GEOID03.
 TF1901
 TF1901.The dynamic height is computed by dividing the NAVD 88
 TF1901.geopotential number by the normal gravity value computed on the
 TF1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1901.degrees latitude (g = 980.6199 gals.).
 TF1901
 TF1901.The modeled gravity was interpolated from observed gravity values.
 TF1901
 TF1901;                    North         East    Units  Estimated Accuracy
 TF1901;SPC ND N     -   138,010.      554,670.      MT  (+/- 180 meters Scaled)
 TF1901
 TF1901                          SUPERSEDED SURVEY CONTROL
 TF1901
 TF1901.No superseded survey control is available for this station.
 TF1901
 TF1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU433450(NAD 83)
 TF1901_MARKER: DZ = AZIMUTH MARK DISK
 TF1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1901_SP_SET: CONCRETE POST
 TF1901_STAMPING: GREAT 1946 RESET 1955
 TF1901_MARK LOGO: CGS   
 TF1901_PROJECTION: FLUSH
 TF1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1901+STABILITY: SURFACE MOTION
 TF1901
 TF1901  HISTORY     - Date     Condition        Report By
 TF1901  HISTORY     - 1955     MONUMENTED       CGS
 TF1901  HISTORY     - 1982     GOOD             NGS
 TF1901
 TF1901                          STATION DESCRIPTION
 TF1901
 TF1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1901'2.1 KM (1.3 MI) EAST FROM SURREY.
 TF1901'2.1 KM (1.3 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1901'ROAD 12 NORTH IN SURREY, 30.5 METERS (100.0 FT) NORTH OF THE
 TF1901'CENTERLINE OF THE HIGHWAY, 15.9 METERS (52.0 FT) SOUTH OF THE SOUTH
 TF1901'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 0.6 METER (2.0 FT)
 TF1901'EAST-NORTHEAST OF A POWERLINE POLE.
 TF1901'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 TF1901'THE MARK IS 4.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1044 ***********************************************************************
 RP1044  DESIGNATION -  GREAT BEND
 RP1044  PID         -  RP1044
 RP1044  STATE/COUNTY-  ND/RICHLAND
 RP1044  USGS QUAD   -  HANKINSON SE (1979)
 RP1044
 RP1044                         *CURRENT SURVEY CONTROL
 RP1044  ___________________________________________________________________
 RP1044* NAD 83(1996)-  46 07 24.28979(N)    096 48 38.49145(W)     ADJUSTED  
 RP1044* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 RP1044  ___________________________________________________________________
 RP1044  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RP1044  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP1044
 RP1044  HORZ ORDER  -  THIRD
 RP1044
 RP1044.The horizontal coordinates were established by classical geodetic methods
 RP1044.and adjusted by the National Geodetic Survey in January 1998..
 RP1044
 RP1044.The orthometric height was scaled from a topographic map.
 RP1044
 RP1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1044
 RP1044.The geoid height was determined by GEOID03.
 RP1044
 RP1044;                    North         East     Units Scale Factor Converg.
 RP1044;SPC ND S     -    57,465.690   885,048.609   MT  1.00001232   +2 41 27.3
 RP1044;SPC ND S     -   188,535.73  2,903,702.79   iFT  1.00001232   +2 41 27.3
 RP1044;UTM  14      - 5,110,089.739   669,144.327   MT  0.99995171   +1 34 42.6
 RP1044
 RP1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1044!SPC ND S     -   0.99995724  x   1.00001232  =   0.99996956
 RP1044!UTM  14      -   0.99995724  x   0.99995171  =   0.99990896
 RP1044
 RP1044:                Primary Azimuth Mark                     Grid Az
 RP1044:SPC ND S     -  GREAT BEND EVAN LUTH DREI CH             010 34 52.4
 RP1044:UTM  14      -  GREAT BEND EVAN LUTH DREI CH             011 41 37.1
 RP1044
 RP1044|---------------------------------------------------------------------|
 RP1044| PID    Reference Object                     Distance      Geod. Az  |
 RP1044|                                                           dddmmss.s |
 RP1044| RP1043 GREAT BEND EVAN LUTH DREI CH        APPROX. 3.4 KM 0131619.7 |
 RP1044| CO9631 GREAT BEND AZ MK                                   0853530.7 |
 RP1044| CO9632 GREAT BEND RM 1                      57.656 METERS 26933     |
 RP1044| CO9633 GREAT BEND RM 2                      25.935 METERS 35617     |
 RP1044|---------------------------------------------------------------------|
 RP1044
 RP1044                          SUPERSEDED SURVEY CONTROL
 RP1044
 RP1044  NAD 83(1986)-  46 07 24.28794(N)    096 48 38.48292(W) AD(       ) 3
 RP1044  NAD 27      -  46 07 24.43800(N)    096 48 37.20400(W) AD(       ) 3
 RP1044
 RP1044.Superseded values are not recommended for survey control.
 RP1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1044.See file dsdata.txt to determine how the superseded data were derived.
 RP1044
 RP1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6914410090(NAD 83)
 RP1044_MARKER: DS = TRIANGULATION STATION DISK
 RP1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1044
 RP1044  HISTORY     - Date     Condition        Report By
 RP1044  HISTORY     - 1954     MONUMENTED       CGS
 RP1044
 RP1044                          STATION DESCRIPTION
 RP1044
 RP1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1044'THE STATION IS LOCATED ALONG THE EASTERN EDGE OF MR. RUBEN
 RP1044'BLADOWS BARNYARD.  IT IS 10 MILES WEST-SOUTHWEST OF TYLER, 10
 RP1044'MILES SOUTH OF MOORETON, AND 2 MILES SOUTH OF GREAT BEND.
 RP1044'
 RP1044'REACHED FROM THE POST OFFICE IN GREAT BEND BY GOING SOUTH
 RP1044'ON COUNTY ROAD NO. 15 FOR 2.05 MILES TO A CROSSROAD.  TURN
 RP1044'RIGHT, WEST, AND GO 0.3 MILE TO THE STATION ON THE LEFT
 RP1044'AS DESCRIBED.
 RP1044'
 RP1044'THE STATION MARK IS 205 FEET EAST OF MR. BLADOWS LANE, 168
 RP1044'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 142
 RP1044'FEET NORTHEAST OF A CHICKEN COOP, PROJECTS 1 INCH, AND THE
 RP1044'DISK IS STAMPED GREAT BEND 1954.
 RP1044'
 RP1044'REFERENCE MARK NO. 1, WEST OF THE STATION AND LEVEL WITH THE
 RP1044'GROUND SURFACE, IS 15 FEET EAST OF THE APPROXIMATE CENTER
 RP1044'OF THE LANE AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE DISK
 RP1044'IS STAMPED GREAT BEND NO 1 1954.
 RP1044'
 RP1044'REFERENCE MARK NO. 2, NORTH OF THE STATION AND LEVEL WITH
 RP1044'THE GROUND SURFACE, IS 190 FEET EAST OF THE LANE AND 85 FEET
 RP1044'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.  THE
 RP1044'DISK IS STAMPED GREAT BEND NO 2 1954.
 RP1044'
 RP1044'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 RP1044'IS 45 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY ROAD NO. 15,
 RP1044'30 FEET SOUTH OF A GRAVELED ROAD, 3 FEET SOUTHWEST OF A
 RP1044'WITNESS POST, 1 FOOT WEST OF A TELEPHONE POLE, AND PROJECTS
 RP1044'2 INCHES.  THE DISK IS STAMPED GREAT BEND 1954.
 RP1044'
 RP1044'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1043 ***********************************************************************
 RP1043  DESIGNATION -  GREAT BEND EVAN LUTH DREI CH
 RP1043  PID         -  RP1043
 RP1043  STATE/COUNTY-  ND/RICHLAND
 RP1043  USGS QUAD   -  GREAT BEND (1979)
 RP1043
 RP1043                         *CURRENT SURVEY CONTROL
 RP1043  ___________________________________________________________________
 RP1043* NAD 83(1996)-  46 09 12.84056(N)    096 48 01.64818(W)     ADJUSTED  
 RP1043* NAVD 88     -                                                        
 RP1043  ___________________________________________________________________
 RP1043  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 RP1043  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP1043
 RP1043  HORZ ORDER  -  THIRD
 RP1043
 RP1043.The horizontal coordinates were established by classical geodetic methods
 RP1043.and adjusted by the National Geodetic Survey in January 1998..
 RP1043
 RP1043
 RP1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1043
 RP1043.The geoid height was determined by GEOID03.
 RP1043
 RP1043;                    North         East     Units Scale Factor Converg.
 RP1043;SPC ND S     -    60,850.819   885,680.968   MT  1.00000598   +2 41 54.2
 RP1043;SPC ND S     -   199,641.79  2,905,777.45   iFT  1.00000598   +2 41 54.2
 RP1043;UTM  14      - 5,113,461.769   669,842.225   MT  0.99995462   +1 35 12.1
 RP1043
 RP1043                          SUPERSEDED SURVEY CONTROL
 RP1043
 RP1043  NAD 83(1986)-  46 09 12.83888(N)    096 48 01.63942(W) AD(       ) 4
 RP1043  NAD 27      -  46 09 13.00000(N)    096 48 00.36000(W) AD(       ) 3
 RP1043
 RP1043.Superseded values are not recommended for survey control.
 RP1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1043.See file dsdata.txt to determine how the superseded data were derived.
 RP1043
 RP1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6984213462(NAD 83)
 RP1043_MARKER: 91 = CHURCH CROSS
 RP1043
 RP1043  HISTORY     - Date     Condition        Report By
 RP1043  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP1043
 RP1043                          STATION DESCRIPTION
 RP1043
 RP1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP1043'POINT OBSERVED UPON WAS THE TIP OF CROSS OF THE EVANGELISCH
 RP1043'LUTHERISCHE DREIEINIGKEITS KIRCHE, 1919, AS INSCRIBED IN
 RP1043'CORNER STONE.  RED BRICK BUILDING, SPIRE ROOFED WITH TIN, CROSS
 RP1043'ON TOP.  LOCATED AT E EDGE OF TOWN.
 RP1043'
 RP1043'NOTE--DREI-EINIGKEITS = TRINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0911 ***********************************************************************
 TF0911  DESIGNATION -  GREAT RM 1
 TF0911  PID         -  TF0911
 TF0911  STATE/COUNTY-  ND/WARD
 TF0911  USGS QUAD   -  SAWYER NE (1979)
 TF0911
 TF0911                         *CURRENT SURVEY CONTROL
 TF0911  ___________________________________________________________________
 TF0911* NAD 83(1986)-  48 14 25.     (N)    101 06 06.     (W)     SCALED    
 TF0911* NAVD 88     -       489.671  (meters)    1606.53   (feet)  ADJUSTED  
 TF0911  ___________________________________________________________________
 TF0911  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF0911  DYNAMIC HT  -         489.762 (meters)    1606.83  (feet)  COMP
 TF0911  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 TF0911
 TF0911  VERT ORDER  -  FIRST     CLASS II
 TF0911
 TF0911.The horizontal coordinates were scaled from a topographic map and have
 TF0911.an estimated accuracy of +/- 6 seconds.
 TF0911
 TF0911.The orthometric height was determined by differential leveling
 TF0911.and adjusted by the National Geodetic Survey in June 1991..
 TF0911
 TF0911.The geoid height was determined by GEOID03.
 TF0911
 TF0911.The dynamic height is computed by dividing the NAVD 88
 TF0911.geopotential number by the normal gravity value computed on the
 TF0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0911.degrees latitude (g = 980.6199 gals.).
 TF0911
 TF0911.The modeled gravity was interpolated from observed gravity values.
 TF0911
 TF0911;                    North         East    Units  Estimated Accuracy
 TF0911;SPC ND N     -   138,070.      555,310.      MT  (+/- 180 meters Scaled)
 TF0911
 TF0911                          SUPERSEDED SURVEY CONTROL
 TF0911
 TF0911  NGVD 29 (??/??/92)  489.289  (m)         1605.28   (f) ADJ UNCH    1 2
 TF0911
 TF0911.Superseded values are not recommended for survey control.
 TF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0911.See file dsdata.txt to determine how the superseded data were derived.
 TF0911
 TF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU439451(NAD 83)
 TF0911_MARKER: DR = REFERENCE MARK DISK
 TF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0911_STAMPING: GREAT NO 1 1946
 TF0911_MARK LOGO: CGS   
 TF0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0911+STABILITY: SURFACE MOTION
 TF0911
 TF0911  HISTORY     - Date     Condition        Report By
 TF0911  HISTORY     - 1946     MONUMENTED       CGS
 TF0911  HISTORY     - 1962     GOOD             NGS
 TF0911  HISTORY     - 1982     POOR             NGS
 TF0911
 TF0911                          STATION DESCRIPTION
 TF0911
 TF0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0911'2.0 MI E FROM SURREY.
 TF0911'2.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0911'SURREY, 87 FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD CROSSING,
 TF0911'ABOUT 46 YARDS SOUTHWEST AND ACROSS THE TRACK AND GRADED ROAD FROM
 TF0911'MILEPOST 194, BETWEEN THE TRACK AND U.S. HIGHWAY 2, 72.1 FEET SOUTH OF
 TF0911'THE SOUTH RAIL, 88.8 FEET NORTHEAST OF THE STATION MARK, 39 FEET WEST
 TF0911'OF THE CENTER LINE OF THE GRADED ROAD, 29.5 FEET NORTH OF A TELEPHONE
 TF0911'POLE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 TF0911'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 TF0911
 TF0911                          STATION RECOVERY (1982)
 TF0911
 TF0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0911'RECOVERED THIS DATE.  MARK WAS FOUND TILTED AND A CORNER OF THE
 TF0911'MONUMENT WAS BROKEN.  NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0913 ***********************************************************************
 TF0913  DESIGNATION -  GREAT RM 2
 TF0913  PID         -  TF0913
 TF0913  STATE/COUNTY-  ND/WARD
 TF0913  USGS QUAD   -  SAWYER NE (1979)
 TF0913
 TF0913                         *CURRENT SURVEY CONTROL
 TF0913  ___________________________________________________________________
 TF0913* NAD 83(1986)-  48 14 25.     (N)    101 06 06.     (W)     SCALED    
 TF0913* NAVD 88     -       489.764  (meters)    1606.83   (feet)  ADJUSTED  
 TF0913  ___________________________________________________________________
 TF0913  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF0913  DYNAMIC HT  -         489.855 (meters)    1607.13  (feet)  COMP
 TF0913  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 TF0913
 TF0913  VERT ORDER  -  FIRST     CLASS II
 TF0913
 TF0913.The horizontal coordinates were scaled from a topographic map and have
 TF0913.an estimated accuracy of +/- 6 seconds.
 TF0913
 TF0913.The orthometric height was determined by differential leveling
 TF0913.and adjusted by the National Geodetic Survey in June 1991..
 TF0913
 TF0913.The geoid height was determined by GEOID03.
 TF0913
 TF0913.The dynamic height is computed by dividing the NAVD 88
 TF0913.geopotential number by the normal gravity value computed on the
 TF0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0913.degrees latitude (g = 980.6199 gals.).
 TF0913
 TF0913.The modeled gravity was interpolated from observed gravity values.
 TF0913
 TF0913;                    North         East    Units  Estimated Accuracy
 TF0913;SPC ND N     -   138,070.      555,310.      MT  (+/- 180 meters Scaled)
 TF0913
 TF0913                          SUPERSEDED SURVEY CONTROL
 TF0913
 TF0913  NGVD 29 (??/??/92)  489.382  (m)         1605.58   (f) ADJ UNCH    1 2
 TF0913
 TF0913.Superseded values are not recommended for survey control.
 TF0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0913.See file dsdata.txt to determine how the superseded data were derived.
 TF0913
 TF0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU439451(NAD 83)
 TF0913_MARKER: DR = REFERENCE MARK DISK
 TF0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0913_STAMPING: GREAT NO 2 1946
 TF0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0913+STABILITY: SURFACE MOTION
 TF0913
 TF0913  HISTORY     - Date     Condition        Report By
 TF0913  HISTORY     - 1946     MONUMENTED       CGS
 TF0913  HISTORY     - 1962     GOOD             NGS
 TF0913  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0913
 TF0913                          STATION DESCRIPTION
 TF0913
 TF0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0913'2.0 MI E FROM SURREY.
 TF0913'2.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0913'SURREY, AT A GRADED ROAD CROSSING, ABOUT 75 YARDS SOUTHWEST AND ACROSS
 TF0913'THE TRACK AND GRADED ROAD FROM MILEPOST 194, BETWEEN THE TRACK AND
 TF0913'U.S. HIGHWAY 2, 100.7 FEET SOUTH OF THE SOUTH RAIL, 91.8 FEET
 TF0913'NORTHWEST OF THE STATION MARK, 60.5 FEET EAST OF THE SECOND TELEPHONE
 TF0913'POLE WEST OF THE CROSSING, IN LINE WITH A ROW OF POLES, ABOUT 2 1/2
 TF0913'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TF0913'POST PROJECTING 1 INCH.
 TF0913
 TF0913                          STATION RECOVERY (1982)
 TF0913
 TF0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0913'MARK NOT RECOVERED.  A SEARCH WAS MADE THIS DATE.  ALTHOUGH SNOW AND
 TF0913'ICE COVER HAMPERED SEARCH, THE AREA DESCRIBED DOES NOT SEEM TO HAVE
 TF0913'BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0018 ***********************************************************************
 RQ0018  DESIGNATION -  GREEN
 RQ0018  PID         -  RQ0018
 RQ0018  STATE/COUNTY-  ND/BARNES
 RQ0018  USGS QUAD   -  SANBORN (1970)
 RQ0018
 RQ0018                         *CURRENT SURVEY CONTROL
 RQ0018  ___________________________________________________________________
 RQ0018* NAD 83(1996)-  46 52 37.22406(N)    098 07 37.34040(W)     ADJUSTED  
 RQ0018* NAVD 88     -       467.151  (meters)    1532.64   (feet)  ADJUSTED  
 RQ0018  ___________________________________________________________________
 RQ0018  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 RQ0018  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 RQ0018  DYNAMIC HT  -         467.182 (meters)    1532.75  (feet)  COMP
 RQ0018  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 RQ0018
 RQ0018  HORZ ORDER  -  FIRST
 RQ0018  VERT ORDER  -  FIRST     CLASS II
 RQ0018
 RQ0018.The horizontal coordinates were established by classical geodetic methods
 RQ0018.and adjusted by the National Geodetic Survey in January 1998..
 RQ0018
 RQ0018.The orthometric height was determined by differential leveling
 RQ0018.and adjusted by the National Geodetic Survey in June 1991..
 RQ0018
 RQ0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0018
 RQ0018.The geoid height was determined by GEOID03.
 RQ0018
 RQ0018.The dynamic height is computed by dividing the NAVD 88
 RQ0018.geopotential number by the normal gravity value computed on the
 RQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0018.degrees latitude (g = 980.6199 gals.).
 RQ0018
 RQ0018.The modeled gravity was interpolated from observed gravity values.
 RQ0018
 RQ0018;                    North         East     Units Scale Factor Converg.
 RQ0018;SPC ND S     -   137,269.413   780,852.595   MT  0.99993612   +1 43 50.9
 RQ0018;SPC ND S     -   450,358.97  2,561,852.35   iFT  0.99993612   +1 43 50.9
 RQ0018;UTM  14      - 5,191,866.338   566,519.343   MT  0.99965438   +0 38 13.9
 RQ0018
 RQ0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0018!SPC ND S     -   0.99993068  x   0.99993612  =   0.99986681
 RQ0018!UTM  14      -   0.99993068  x   0.99965438  =   0.99958509
 RQ0018
 RQ0018|---------------------------------------------------------------------|
 RQ0018| PID    Reference Object                     Distance      Geod. Az  |
 RQ0018|                                                           dddmmss.s |
 RQ0018| RQ0016 GREEN RM 1                           23.662 METERS 07759     |
 RQ0018| RQ0015 GREEN AZ MK                                        0814528.7 |
 RQ0018| RQ0017 GREEN RM 2                           20.205 METERS 20413     |
 RQ0018|---------------------------------------------------------------------|
 RQ0018
 RQ0018                          SUPERSEDED SURVEY CONTROL
 RQ0018
 RQ0018  NAD 83(1986)-  46 52 37.22858(N)    098 07 37.32996(W) AD(       ) 1
 RQ0018  NAD 27      -  46 52 37.30900(N)    098 07 35.99700(W) AD(       ) 1
 RQ0018  NGVD 29 (??/??/92)  466.777  (m)         1531.42   (f) ADJ UNCH    1 2
 RQ0018
 RQ0018.Superseded values are not recommended for survey control.
 RQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0018.See file dsdata.txt to determine how the superseded data were derived.
 RQ0018
 RQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6651991866(NAD 83)
 RQ0018_MARKER: DS = TRIANGULATION STATION DISK
 RQ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0018_STAMPING: GREEN 1954
 RQ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0018+STABILITY: SURFACE MOTION
 RQ0018
 RQ0018  HISTORY     - Date     Condition        Report By
 RQ0018  HISTORY     - 1954     MONUMENTED       CGS
 RQ0018  HISTORY     - 1961     GOOD             CGS
 RQ0018  HISTORY     - 1964     GOOD             CGS
 RQ0018  HISTORY     - 1964     GOOD             NGS
 RQ0018  HISTORY     - 1982     GOOD             LOCENG
 RQ0018
 RQ0018                          STATION DESCRIPTION
 RQ0018
 RQ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0018'THE STATION IS IN THE NE 1/4 SEC. 9, T. 139 N.  R. 59 W. AT THE
 RQ0018'SUMMIT OF A HIGH GRASSY KNOLL IN THE NORTHEAST CORNER OF A
 RQ0018'PASTURE, ON LAND OWNED BY THE JACOBSON ESTATE.  MR. JOHN J.
 RQ0018'JACOBSON IS AGENT AND HEIR OF THE ESTATE AND THE PROPERTY
 RQ0018'IS OCCUPIED BY MR. IMANUEL JACOBSON.
 RQ0018'
 RQ0018'TO REACH FROM THE TRAFFIC LIGHT JUST SOUTH OF THE RAILROAD
 RQ0018'STATION IN VALLEY CITY, GO WEST 4.0 MILES ON U.S. HIGHWAY 10
 RQ0018'TO THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY 1.  TURN
 RQ0018'LEFT AND GO SOUTH ON STATE HIGHWAY 1 FOR 0.5 MILE TO A CROSSROAD.
 RQ0018'TURN RIGHT AND GO WEST 2.0 MILES ON THE GRAVEL ROAD TO A
 RQ0018'CROSSROAD WHERE THE MAIN-TRAVELED GRAVEL ROAD TURNS SOUTH.
 RQ0018'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 2.0 MILES
 RQ0018'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.2 MILE, (STATION
 RQ0018'IS ON THE SUMMIT OF THE KNOLL ABOUT 200 FEET SOUTH OF THIS
 RQ0018'POINT), CONTINUE WEST FOR 0.25 MILE TO IMANUEL JACOBSONS
 RQ0018'MAIL BOX AND PRIVATE DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 RQ0018'SOUTH ON THE PRIVATE DRIVEWAY 0.05 MILE TO THE FARMYARD.
 RQ0018'PASS THROUGH THE WIRE GATE IN THE FENCE RUNNING NORTH
 RQ0018'FROM THE NORTHWEST CORNER OF THE BARN AND GO EAST
 RQ0018'THROUGH THE BARNYARD TO A SECOND WIRE GATE.  CONTINUE EAST
 RQ0018'ACROSS THE PASTURE FOR 0.25 MILE TO THE SUMMIT OF THE HIGH
 RQ0018'KNOLL IN THE NORTHEAST CORNER OF THE PASTURE.
 RQ0018'
 RQ0018'THE STATION MARK, 33 FEET NORTH OF 2 LARGE BOULDERS ON THE
 RQ0018'SUMMIT OF THE RIDGE, AND 4.5 FEET EAST OF A WITNESS POST,
 RQ0018'PROJECTS 2 INCHES AND THE DISK IS STAMPED GREEN 1954.
 RQ0018'
 RQ0018'REFERENCE MARK NO. 1, EAST OF AND 10 FEET LOWER THAN THE
 RQ0018'STATION, IS APPROXIMATELY 120 FEET WEST OF THE NORTH-AND-SOUTH
 RQ0018'FENCE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED GREEN
 RQ0018'NO. 1 1954.
 RQ0018'
 RQ0018'REFERENCE MARK NO. 2, SOUTHWEST OF AND 2 FEET LOWER THAN
 RQ0018'THE STATION, IS 33 FEET SOUTHWEST OF THE TWO LARGE BOULDERS,
 RQ0018'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED GREEN NO. 2 1954.
 RQ0018'
 RQ0018'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST, IS 33 FEET
 RQ0018'NORTH OF THE CENTER OF THE DIRT ROAD, 3 FEET WEST OF THE THIRD
 RQ0018'POWER POLE, (NO. 8), EAST OF THE CROSSROAD, 2 FEET WEST OF A
 RQ0018'WITNESS POST, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RQ0018'GREEN 1954.
 RQ0018'
 RQ0018'TO REACH THE AZIMUTH MARK FROM THE STATION GO BACK TO
 RQ0018'MR. IMANUEL JACOBSONS MAIL BOX.  TURN RIGHT, EAST, AND GO
 RQ0018'0.45 MILE TO THE CROSSROAD, CONTINUE EAST ON THE DIRT ROAD
 RQ0018'FOR 0.1 MILE TO A GROVE OF TREES ON THE RIGHT AND POWER POLE
 RQ0018'NO. 8 ON THE LEFT.
 RQ0018'
 RQ0018'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RQ0018
 RQ0018                          STATION RECOVERY (1961)
 RQ0018
 RQ0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0018'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0018'CONDITION.
 RQ0018'
 RQ0018'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 94 AND
 RQ0018'STATE HIGHWAY 1, ABOUT 4.0 MILES WEST OF VALLEY CITY, GO SOUTH
 RQ0018'ON STATE HIGHWAY 1 FOR 0.4 MILE TO CROSSROADS, TURN RIGHT AND GO
 RQ0018'WEST ON GRAVEL AND SURFACED ROAD FOR 2.0 MILES TO A SIDE ROAD
 RQ0018'LEFT, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO CROSSROADS
 RQ0018'(AZIMUTH MARK IS 0.1 MILE EAST ON NORTH SIDE OF ROAD), TURN
 RQ0018'RIGHT AND GO WEST FOR 0.2 MILE TO A HIGH POINT TO SOUTH OF
 RQ0018'ROAD AND STATION ON SUMMIT.  TO DRIVE TO THE STATION CONTINUE
 RQ0018'WEST TO THE FIRST FARMHOUSE ON LEFT THEN BY PASSING THROUGH
 RQ0018'FARMYARD AND DRIVING EAST ACROSS PASTURE TO SUMMIT OF KNOLL.
 RQ0018
 RQ0018                          STATION RECOVERY (1964)
 RQ0018
 RQ0018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 RQ0018'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY
 RQ0018'FROM THE STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A
 RQ0018'GRAVELED ROAD, THENCE 2.05 MILES SOUTH ALONG A TRAIL ROAD,
 RQ0018'THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2
 RQ0018'MILE WEST ALONG A GRAVELED ROAD, IN S 9, T 139 N, R 59 W, ON
 RQ0018'THE CREST OF THE HIGHEST KNOLL IN THE VICINITY, 202 FEET SOUTH
 RQ0018'OF THE CENTER LINE OF THE ROAD, 167 FEET SOUTH OF A FENCE,
 RQ0018'5.0 FEET EAST OF A WOODEN WITNESS POST, ABOUT 50 FEET ABOVE
 RQ0018'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RQ0018'PROJECTING 2 INCHES.
 RQ0018'
 RQ0018'REFERENCE MARK NO. 1, 78 FEET NORTHEAST OF THE STATION, 185
 RQ0018'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 150 FEET SOUTH OF A
 RQ0018'FENCE, ABOUT 40 FEET ABOVE THE LEVEL OF THE ROAD AND PROJECTING
 RQ0018'5 INCHES.
 RQ0018'
 RQ0018'REFERENCE MARK NO. 2, 66-1/2 FEET SOUTHWEST OF THE STATION,
 RQ0018'268 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 233 FEET SOUTH
 RQ0018'OF A FENCE, ABOUT 50 FEET ABOVE THE LEVEL OF THE ROAD AND
 RQ0018'PROJECTS 2 INCHES.
 RQ0018'
 RQ0018'THE AZIMUTH MARK, 0.3 MILE EAST OF THE STATION, 31 FEET NORTH
 RQ0018'OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF POWER POLE
 RQ0018'NUMBER 8, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 RQ0018'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 RQ0018'WITH THE GROUND.
 RQ0018
 RQ0018                          STATION RECOVERY (1964)
 RQ0018
 RQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RQ0018'9.1 MI SE FROM SANBORN.
 RQ0018'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0018'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0018'THENCE 2.05 MILES SOUTH ALONG A TRAIL ROAD, THENCE 2.0 MILES SOUTH
 RQ0018'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN
 RQ0018'S 9, T 139 N, R 59 W, ON THE CREST OF THE HIGHEST KNOLL IN THE
 RQ0018'VICINITY, 202 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 167 FEET
 RQ0018'SOUTH OF A FENCE, 5.0 FEET EAST OF A WOODEN WITNESS POST, ABOUT 50
 RQ0018'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RQ0018'POST PROJECTING 2 INCHES.
 RQ0018
 RQ0018                          STATION RECOVERY (1982)
 RQ0018
 RQ0018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (MF)
 RQ0018'GREEN 1954 RECOVERED GOOD.  WITNESS POST NO SIGN.
 RQ0018'
 RQ0018'GREEN NO 1 1954 RECOVERED GOOD.
 RQ0018'
 RQ0018'GREEN NO 2 1954 RECOVERED GOOD.
 RQ0018'
 RQ0018'GREEN 1954 (AZ MK) RECOVERED GOOD.  WITNESS POST W) SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0015 ***********************************************************************
 RQ0015  DESIGNATION -  GREEN AZ MK
 RQ0015  PID         -  RQ0015
 RQ0015  STATE/COUNTY-  ND/BARNES
 RQ0015  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0015
 RQ0015                         *CURRENT SURVEY CONTROL
 RQ0015  ___________________________________________________________________
 RQ0015* NAD 83(1986)-  46 52 39.     (N)    098 07 14.     (W)     SCALED    
 RQ0015* NAVD 88     -       448.680  (meters)    1472.04   (feet)  ADJUSTED  
 RQ0015  ___________________________________________________________________
 RQ0015  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 RQ0015  DYNAMIC HT  -         448.709 (meters)    1472.14  (feet)  COMP
 RQ0015  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RQ0015
 RQ0015  VERT ORDER  -  FIRST     CLASS II
 RQ0015
 RQ0015.The horizontal coordinates were scaled from a topographic map and have
 RQ0015.an estimated accuracy of +/- 6 seconds.
 RQ0015
 RQ0015.The orthometric height was determined by differential leveling
 RQ0015.and adjusted by the National Geodetic Survey in June 1991..
 RQ0015
 RQ0015.The geoid height was determined by GEOID03.
 RQ0015
 RQ0015.The dynamic height is computed by dividing the NAVD 88
 RQ0015.geopotential number by the normal gravity value computed on the
 RQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0015.degrees latitude (g = 980.6199 gals.).
 RQ0015
 RQ0015.The modeled gravity was interpolated from observed gravity values.
 RQ0015
 RQ0015;                    North         East    Units  Estimated Accuracy
 RQ0015;SPC ND S     -   137,340.      781,350.      MT  (+/- 180 meters Scaled)
 RQ0015
 RQ0015                          SUPERSEDED SURVEY CONTROL
 RQ0015
 RQ0015  NGVD 29 (??/??/92)  448.304  (m)         1470.81   (f) ADJ UNCH    1 2
 RQ0015
 RQ0015.Superseded values are not recommended for survey control.
 RQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0015.See file dsdata.txt to determine how the superseded data were derived.
 RQ0015
 RQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS670919(NAD 83)
 RQ0015_MARKER: DZ = AZIMUTH MARK DISK
 RQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0015_STAMPING: GREEN 1954
 RQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0015+STABILITY: SURFACE MOTION
 RQ0015
 RQ0015  HISTORY     - Date     Condition        Report By
 RQ0015  HISTORY     - 1954     MONUMENTED       CGS
 RQ0015  HISTORY     - 1964     GOOD             NGS
 RQ0015  HISTORY     - 1967     GOOD             DOD
 RQ0015
 RQ0015                          STATION DESCRIPTION
 RQ0015
 RQ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RQ0015'9.0 MI SE FROM SANBORN.
 RQ0015'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0015'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0015'THENCE 2.05 MILES SOUTH ALONG A SECTION LINE TRAIL ROAD, THENCE 2.0
 RQ0015'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE EAST ALONG A TRAIL
 RQ0015'ROAD, IN S 3, T 139 N, R 59 W, 31 FEET NORTH OF THE CENTER LINE OF THE
 RQ0015'ROAD, 3 FEET WEST OF POWER POLE NUMBER 8, 1.0 FOOT EAST OF A METAL
 RQ0015'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 RQ0015'CONCRETE POST FLUSH WITH THE GROUND.
 RQ0015
 RQ0015                          STATION RECOVERY (1967)
 RQ0015
 RQ0015'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0016 ***********************************************************************
 RQ0016  DESIGNATION -  GREEN RM 1
 RQ0016  PID         -  RQ0016
 RQ0016  STATE/COUNTY-  ND/BARNES
 RQ0016  USGS QUAD   -  SANBORN (1970)
 RQ0016
 RQ0016                         *CURRENT SURVEY CONTROL
 RQ0016  ___________________________________________________________________
 RQ0016* NAD 83(1986)-  46 52 37.     (N)    098 07 36.     (W)     SCALED    
 RQ0016* NAVD 88     -       464.210  (meters)    1523.00   (feet)  ADJUSTED  
 RQ0016  ___________________________________________________________________
 RQ0016  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 RQ0016  DYNAMIC HT  -         464.241 (meters)    1523.10  (feet)  COMP
 RQ0016  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 RQ0016
 RQ0016  VERT ORDER  -  FIRST     CLASS II
 RQ0016
 RQ0016.The horizontal coordinates were scaled from a topographic map and have
 RQ0016.an estimated accuracy of +/- 6 seconds.
 RQ0016
 RQ0016.The orthometric height was determined by differential leveling
 RQ0016.and adjusted by the National Geodetic Survey in June 1991..
 RQ0016
 RQ0016.The geoid height was determined by GEOID03.
 RQ0016
 RQ0016.The dynamic height is computed by dividing the NAVD 88
 RQ0016.geopotential number by the normal gravity value computed on the
 RQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0016.degrees latitude (g = 980.6199 gals.).
 RQ0016
 RQ0016.The modeled gravity was interpolated from observed gravity values.
 RQ0016
 RQ0016;                    North         East    Units  Estimated Accuracy
 RQ0016;SPC ND S     -   137,260.      780,880.      MT  (+/- 180 meters Scaled)
 RQ0016
 RQ0016                          SUPERSEDED SURVEY CONTROL
 RQ0016
 RQ0016  NGVD 29 (??/??/92)  463.836  (m)         1521.77   (f) ADJ UNCH    1 2
 RQ0016
 RQ0016.Superseded values are not recommended for survey control.
 RQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0016.See file dsdata.txt to determine how the superseded data were derived.
 RQ0016
 RQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS665918(NAD 83)
 RQ0016_MARKER: DR = REFERENCE MARK DISK
 RQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0016_STAMPING: GREEN NO 1 1954
 RQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0016+STABILITY: SURFACE MOTION
 RQ0016
 RQ0016  HISTORY     - Date     Condition        Report By
 RQ0016  HISTORY     - 1954     MONUMENTED       CGS
 RQ0016  HISTORY     - 1964     GOOD             NGS
 RQ0016
 RQ0016                          STATION DESCRIPTION
 RQ0016
 RQ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RQ0016'9.1 MI SE FROM SANBORN.
 RQ0016'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0016'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0016'THENCE 2.05 MILES SOUTH ALONG A TRAIL ROAD, THENCE 2.0 MILES SOUTH
 RQ0016'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN
 RQ0016'S 9, T 139 N, R 59 W, 185 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RQ0016'150 FEET SOUTH OF A FENCE, 78 FEET NORTHEAST OF TRIANGULATION STATION
 RQ0016'GREEN 1954, ABOUT 10 FEET BELOW THE LEVEL OF THE TRIANGULATION
 RQ0016'STATION, ABOUT 40 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 RQ0016'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0017 ***********************************************************************
 RQ0017  DESIGNATION -  GREEN RM 2
 RQ0017  PID         -  RQ0017
 RQ0017  STATE/COUNTY-  ND/BARNES
 RQ0017  USGS QUAD   -  SANBORN (1970)
 RQ0017
 RQ0017                         *CURRENT SURVEY CONTROL
 RQ0017  ___________________________________________________________________
 RQ0017* NAD 83(1986)-  46 52 37.     (N)    098 07 36.     (W)     SCALED    
 RQ0017* NAVD 88     -       466.532  (meters)    1530.61   (feet)  ADJUSTED  
 RQ0017  ___________________________________________________________________
 RQ0017  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 RQ0017  DYNAMIC HT  -         466.563 (meters)    1530.72  (feet)  COMP
 RQ0017  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 RQ0017
 RQ0017  VERT ORDER  -  FIRST     CLASS II
 RQ0017
 RQ0017.The horizontal coordinates were scaled from a topographic map and have
 RQ0017.an estimated accuracy of +/- 6 seconds.
 RQ0017
 RQ0017.The orthometric height was determined by differential leveling
 RQ0017.and adjusted by the National Geodetic Survey in June 1991..
 RQ0017
 RQ0017.The geoid height was determined by GEOID03.
 RQ0017
 RQ0017.The dynamic height is computed by dividing the NAVD 88
 RQ0017.geopotential number by the normal gravity value computed on the
 RQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0017.degrees latitude (g = 980.6199 gals.).
 RQ0017
 RQ0017.The modeled gravity was interpolated from observed gravity values.
 RQ0017
 RQ0017;                    North         East    Units  Estimated Accuracy
 RQ0017;SPC ND S     -   137,260.      780,880.      MT  (+/- 180 meters Scaled)
 RQ0017
 RQ0017                          SUPERSEDED SURVEY CONTROL
 RQ0017
 RQ0017  NGVD 29 (??/??/92)  466.158  (m)         1529.39   (f) ADJ UNCH    1 2
 RQ0017
 RQ0017.Superseded values are not recommended for survey control.
 RQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0017.See file dsdata.txt to determine how the superseded data were derived.
 RQ0017
 RQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS665918(NAD 83)
 RQ0017_MARKER: DR = REFERENCE MARK DISK
 RQ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0017_STAMPING: GREEN NO 2 1954
 RQ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0017+STABILITY: SURFACE MOTION
 RQ0017
 RQ0017  HISTORY     - Date     Condition        Report By
 RQ0017  HISTORY     - 1954     MONUMENTED       CGS
 RQ0017  HISTORY     - 1964     GOOD             NGS
 RQ0017
 RQ0017                          STATION DESCRIPTION
 RQ0017
 RQ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RQ0017'9.1 MI SE FROM SANBORN.
 RQ0017'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0017'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0017'THENCE 2.05 MILES SOUTH ALONG A TRAIL ROAD, THENCE 2.0 MILES SOUTH
 RQ0017'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, IN
 RQ0017'S 9, T 139 N, R 59 W, 268 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RQ0017'233 FEET SOUTH OF A FENCE, 66 1/2 FEET SOUTHWEST OF TRIANGULATION
 RQ0017'STATION GREEN 1954, ABOUT 2 FEET BELOW THE LEVEL OF THE TRIANGULATION
 RQ0017'STATION, ABOUT 50 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 RQ0017'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2244 ***********************************************************************
 TF2244  DESIGNATION -  GREENE SOURIS R TEL MICRO MST
 TF2244  PID         -  TF2244
 TF2244  STATE/COUNTY-  ND/RENVILLE
 TF2244  USGS QUAD   -  GREENE (1949)
 TF2244
 TF2244                         *CURRENT SURVEY CONTROL
 TF2244  ___________________________________________________________________
 TF2244* NAD 83(1996)-  48 41 25.92321(N)    101 39 21.88423(W)     ADJUSTED  
 TF2244* NAVD 88     -                                                        
 TF2244  ___________________________________________________________________
 TF2244  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 TF2244  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF2244
 TF2244  HORZ ORDER  -  THIRD
 TF2244
 TF2244.The horizontal coordinates were established by classical geodetic methods
 TF2244.and adjusted by the National Geodetic Survey in January 1998..
 TF2244
 TF2244
 TF2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2244
 TF2244.The geoid height was determined by GEOID03.
 TF2244
 TF2244;                    North         East     Units Scale Factor Converg.
 TF2244;SPC ND N     -   188,601.255   514,888.690   MT  0.99999180   -0 51 37.0
 TF2244;SPC ND N     -   618,770.52  1,689,267.36   iFT  0.99999180   -0 51 37.0
 TF2244;UTM  14      - 5,396,459.195   304,535.879   MT  1.00006941   -1 59 44.7
 TF2244
 TF2244                          SUPERSEDED SURVEY CONTROL
 TF2244
 TF2244  NAD 83(1986)-  48 41 25.92124(N)    101 39 21.87853(W) AD(       ) 4
 TF2244  NAD 27      -  48 41 25.83100(N)    101 39 20.29100(W) AD(       ) 3
 TF2244
 TF2244.Superseded values are not recommended for survey control.
 TF2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2244.See file dsdata.txt to determine how the superseded data were derived.
 TF2244
 TF2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0453696459(NAD 83)
 TF2244_MARKER: 44 = MICROWAVE MAST
 TF2244
 TF2244  HISTORY     - Date     Condition        Report By
 TF2244  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2244
 TF2244                          STATION DESCRIPTION
 TF2244
 TF2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2244'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 2 MILES
 TF2244'EAST OF GREENE.
 TF2244'
 TF2244'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GREENE, GO
 TF2244'NORTHEAST FOR 0.3 MILE TO COUNTY ROUTE 28, TURN RIGHT, GO
 TF2244'EAST AND NORTH ON COUNTY ROUTE 28 FOR 2.3 MILES TO A SIDE
 TF2244'ROAD RIGHT.  TURN RIGHT, GO EAST FOR 1.5 MILES TO THE STATION
 TF2244'ON THE RIGHT.
 TF2244'
 TF2244'THE MAST IS A STEEL STRUCTURE PAINTED ALTERNATING RED AND WHITE
 TF2244'IN COLOR.  IT IS ABOUT 150 FEET IN HEIGHT AND HAS TWO REFLECTORS
 TF2244'FASTENED TO THE TOP.  THE POINT INTERSECTED WAS THE RED LIGHT
 TF2244'ATOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1324 ***********************************************************************
 SL1324  DESIGNATION -  GREENFIELD
 SL1324  PID         -  SL1324
 SL1324  STATE/COUNTY-  ND/TRAILL
 SL1324  USGS QUAD   -  GALESBURG SE (1968)
 SL1324
 SL1324                         *CURRENT SURVEY CONTROL
 SL1324  ___________________________________________________________________
 SL1324* NAD 83(1996)-  47 16 59.94379(N)    097 18 17.76427(W)     ADJUSTED  
 SL1324* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 SL1324  ___________________________________________________________________
 SL1324  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 SL1324  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 SL1324
 SL1324  HORZ ORDER  -  SECOND
 SL1324
 SL1324.The horizontal coordinates were established by classical geodetic methods
 SL1324.and adjusted by the National Geodetic Survey in January 1998..
 SL1324
 SL1324.The orthometric height was scaled from a topographic map.
 SL1324
 SL1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1324
 SL1324.The geoid height was determined by GEOID03.
 SL1324
 SL1324;                    North         East     Units Scale Factor Converg.
 SL1324;SPC ND N     -    36,514.286   841,654.939   MT  1.00003286   +2 22 39.2
 SL1324;SPC ND N     -   119,797.53  2,761,335.10   iFT  1.00003286   +2 22 39.2
 SL1324;SPC ND S     -   184,620.679   841,641.625   MT  0.99996650   +2 19 49.5
 SL1324;SPC ND S     -   605,710.89  2,761,291.42   iFT  0.99996650   +2 19 49.5
 SL1324;UTM  14      - 5,238,042.278   628,184.068   MT  0.99980193   +1 14 44.0
 SL1324
 SL1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1324!SPC ND N     -   0.99995416  x   1.00003286  =   0.99998702
 SL1324!SPC ND S     -   0.99995416  x   0.99996650  =   0.99992067
 SL1324!UTM  14      -   0.99995416  x   0.99980193  =   0.99975610
 SL1324
 SL1324:                Primary Azimuth Mark                     Grid Az
 SL1324:SPC ND N     -  BLANCHARD FARM UNION ELEV VENT           040 11 55.3
 SL1324:SPC ND S     -  BLANCHARD FARM UNION ELEV VENT           040 14 45.0
 SL1324:UTM  14      -  BLANCHARD FARM UNION ELEV VENT           041 19 50.5
 SL1324
 SL1324|---------------------------------------------------------------------|
 SL1324| PID    Reference Object                     Distance      Geod. Az  |
 SL1324|                                                           dddmmss.s |
 SL1324| SL1303 BLANCHARD FARM UNION ELEV VENT      APPROX. 9.6 KM 0423434.5 |
 SL1324| CO5093 GREENFIELD RM 1                      27.546 METERS 08401     |
 SL1324| CO5092 GREENFIELD AZ MK                                   1702249.6 |
 SL1324| CO5094 GREENFIELD RM 2                      23.960 METERS 18550     |
 SL1324|---------------------------------------------------------------------|
 SL1324
 SL1324                          SUPERSEDED SURVEY CONTROL
 SL1324
 SL1324  NAD 83(1986)-  47 16 59.94242(N)    097 18 17.75526(W) AD(       ) 2
 SL1324  NAD 27      -  47 17 00.00200(N)    097 18 16.44400(W) AD(       ) 2
 SL1324
 SL1324.Superseded values are not recommended for survey control.
 SL1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1324.See file dsdata.txt to determine how the superseded data were derived.
 SL1324
 SL1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2818438042(NAD 83)
 SL1324_MARKER: DS = TRIANGULATION STATION DISK
 SL1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1324
 SL1324  HISTORY     - Date     Condition        Report By
 SL1324  HISTORY     - 1954     MONUMENTED       CGS
 SL1324
 SL1324                          STATION DESCRIPTION
 SL1324
 SL1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1324'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A BARNYARD
 SL1324'OWNED BY THE BALDOCK BROTHERS.  IT IS 6 MILES SOUTHWEST OF
 SL1324'BLANCHARD, 4.5 MILES EAST OF GALESBURG, AND 4 MILES WEST OF
 SL1324'GREENFIELD.
 SL1324'
 SL1324'REACHED FROM THE JUNCTION OF THE MAIN EAST AND WEST STREET AND
 SL1324'U.S. HIGHWAY 81 AT THE EASTERN EDGE OF GRANDIN BY GOING NORTH
 SL1324'ON HIGHWAY 81 FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT, WEST, AND
 SL1324'GO 9.9 MILES TO THE JUNCTION OF STATE HIGHWAY 18.  CONTINUE
 SL1324'STRAIGHT AHEAD, WESTERLY, FOR 4.0 MILES TO A CROSSROAD.  TURN
 SL1324'RIGHT, NORTH, AND GO 1.0 MILE TO A CROSSROAD.  TURN LEFT, WEST,
 SL1324'AND GO 0.05 MILE TO A LANE TO THE BALDOCK FARMHOUSE AND THE
 SL1324'STATION IN THE NORTHWEST CORNER OF THE BARNYARD.
 SL1324'
 SL1324'THE STATION MARK IS 61 FEET NORTHWEST OF THE NORTHWEST CORNER
 SL1324'OF A GARAGE, 42 FEET SOUTH-SOUTHEAST OF A FENCE CORNER-POST,
 SL1324'AND 15 FEET WEST OF A FENCE.  THE MARK IS LEVEL WITH THE GROUND
 SL1324'SURFACE, AND THE DISK IS STAMPED GREENFIELD 1954.
 SL1324'
 SL1324'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 37 FEET SOUTH OF
 SL1324'A ROW OF SHELTER TREES, 25 FEET NORTHEAST OF THE NORTHEAST
 SL1324'CORNER OF THE GARAGE, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 SL1324'GREENFIELD NO 2 1954.
 SL1324'
 SL1324'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 116 FEET SOUTH
 SL1324'OF THE FENCE CORNER-POST, 1 FOOT EAST OF THE FENCE, AND PROJECTS
 SL1324'4 INCHES.  THE DISK IS STAMPED GREENFIELD NO 2 1954.
 SL1324'
 SL1324'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILE SOUTH OF THE STATION,
 SL1324'IS 17 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 4 FEET
 SL1324'NORTH OF A WITNESS POST, AND PROJECTS 5 INCHES.  THE DISK IS
 SL1324'STAMPED GREENFIELD 1954.
 SL1324'
 SL1324'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0660 ***********************************************************************
 RQ0660  DESIGNATION -  GREER BARN VENTILATOR
 RQ0660  PID         -  RQ0660
 RQ0660  STATE/COUNTY-  ND/LA MOURE
 RQ0660  USGS QUAD   -  BERLIN (1956)
 RQ0660
 RQ0660                         *CURRENT SURVEY CONTROL
 RQ0660  ___________________________________________________________________
 RQ0660* NAD 83(1996)-  46 29 05.80720(N)    098 29 09.31194(W)     ADJUSTED  
 RQ0660* NAVD 88     -                                                        
 RQ0660  ___________________________________________________________________
 RQ0660  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 RQ0660  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 RQ0660
 RQ0660  HORZ ORDER  -  THIRD
 RQ0660
 RQ0660.The horizontal coordinates were established by classical geodetic methods
 RQ0660.and adjusted by the National Geodetic Survey in January 1998..
 RQ0660
 RQ0660
 RQ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0660
 RQ0660.The geoid height was determined by GEOID03.
 RQ0660
 RQ0660;                    North         East     Units Scale Factor Converg.
 RQ0660;SPC ND S     -    92,939.286   754,624.670   MT  0.99995438   +1 28 08.5
 RQ0660;SPC ND S     -   304,918.92  2,475,802.72   iFT  0.99995438   +1 28 08.5
 RQ0660;UTM  14      - 5,148,059.034   539,457.189   MT  0.99961914   +0 22 22.1
 RQ0660
 RQ0660                          SUPERSEDED SURVEY CONTROL
 RQ0660
 RQ0660  NAD 83(1986)-  46 29 05.81280(N)    098 29 09.30302(W) AD(       ) 4
 RQ0660  NAD 27      -  46 29 05.91500(N)    098 29 07.95900(W) AD(       ) 3
 RQ0660
 RQ0660.Superseded values are not recommended for survey control.
 RQ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0660.See file dsdata.txt to determine how the superseded data were derived.
 RQ0660
 RQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3945748059(NAD 83)
 RQ0660_MARKER: 94 = ROOFTOP VENTILATOR
 RQ0660
 RQ0660  HISTORY     - Date     Condition        Report By
 RQ0660  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0660
 RQ0660                          STATION DESCRIPTION
 RQ0660
 RQ0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0660'THE STATION IS THE METAL VENTILATOR ATOP A RED BARN THAT IS
 RQ0660'LOCATED 7 MILES DUE NORTH OF BERLIN.  THE VENTILATOR IS
 RQ0660'APPROXIMATELY 40 FEET HIGH.
 RQ0660'
 RQ0660'THIS STATION WAS ALSO USED BY THE U.S. GEOLOGICAL SURVEY AS
 RQ0660'AN AZIMUTH MARK FROM THEIR STATION TT 1 RMC 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0801 ***********************************************************************
 RR0801  DESIGNATION -  GRENZ
 RR0801  PID         -  RR0801
 RR0801  STATE/COUNTY-  ND/EMMONS
 RR0801  USGS QUAD   -  CANNON BALL (1968)
 RR0801
 RR0801                         *CURRENT SURVEY CONTROL
 RR0801  ___________________________________________________________________
 RR0801* NAD 83(1996)-  46 23 45.75176(N)    100 31 43.50978(W)     ADJUSTED  
 RR0801* NAVD 88     -       601.     (meters)    1972.     (feet)  SCALED    
 RR0801  ___________________________________________________________________
 RR0801  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RR0801  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 RR0801
 RR0801  HORZ ORDER  -  SECOND
 RR0801
 RR0801.The horizontal coordinates were established by classical geodetic methods
 RR0801.and adjusted by the National Geodetic Survey in January 1998..
 RR0801
 RR0801.The orthometric height was scaled from a topographic map.
 RR0801
 RR0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0801
 RR0801.The geoid height was determined by GEOID03.
 RR0801
 RR0801;                    North         East     Units Scale Factor Converg.
 RR0801;SPC ND S     -    81,075.139   597,788.741   MT  0.99996498   -0 01 15.5
 RR0801;SPC ND S     -   265,994.55  1,961,249.15   iFT  0.99996498   -0 01 15.5
 RR0801;UTM  14      - 5,139,187.518   382,473.202   MT  0.99976979   -1 06 25.7
 RR0801
 RR0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0801!SPC ND S     -   0.99990912  x   0.99996498  =   0.99987410
 RR0801!UTM  14      -   0.99990912  x   0.99976979  =   0.99967893
 RR0801
 RR0801:                Primary Azimuth Mark                     Grid Az
 RR0801:SPC ND S     -  GRENZ AZ MK                              004 49 25.5
 RR0801:UTM  14      -  GRENZ AZ MK                              005 54 35.7
 RR0801
 RR0801|---------------------------------------------------------------------|
 RR0801| PID    Reference Object                     Distance      Geod. Az  |
 RR0801|                                                           dddmmss.s |
 RR0801| CO5095 GRENZ AZ MK                                        0044810.0 |
 RR0801| CO5096 GRENZ RM 1                           15.231 METERS 15042     |
 RR0801| CO5097 GRENZ RM 2                            8.562 METERS 22900     |
 RR0801|---------------------------------------------------------------------|
 RR0801
 RR0801                          SUPERSEDED SURVEY CONTROL
 RR0801
 RR0801  NAD 83(1986)-  46 23 45.74267(N)    100 31 43.49968(W) AD(       ) 2
 RR0801  NAD 27      -  46 23 45.76200(N)    100 31 42.06700(W) AD(       ) 2
 RR0801
 RR0801.Superseded values are not recommended for survey control.
 RR0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0801.See file dsdata.txt to determine how the superseded data were derived.
 RR0801
 RR0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8247339188(NAD 83)
 RR0801_MARKER: DS = TRIANGULATION STATION DISK
 RR0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0801
 RR0801  HISTORY     - Date     Condition        Report By
 RR0801  HISTORY     - 1948     MONUMENTED       CGS
 RR0801  HISTORY     - 1957     GOOD             CGS
 RR0801
 RR0801                          STATION DESCRIPTION
 RR0801
 RR0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0801'STATION IS LOCATED ON PROPERTY OF G.C. GRENZ, 12.5 MILES
 RR0801'WEST AND 2 MILES NORTH OF TEMVIK, 1.5 MILES EAST OF THE
 RR0801'MISSOURI RIVER, 8 FEET SOUTH OF A LARGE BOULDER, AND 6 FEET
 RR0801'EAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND THE
 RR0801'DISK IS STAMPED GRENZ 1948.
 RR0801'
 RR0801'REFERENCE MARK NO. 1 IS 49.97 FEET SOUTH-SOUTHEAST OF STATION.
 RR0801'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED GRENZ
 RR0801'NO 1 1948.
 RR0801'
 RR0801'REFERENCE MARK NO. 2 IS 28.09 FEET SOUTHWEST OF STATION AND
 RR0801'4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 RR0801'PROJECTS 7 INCHES, AND THE DISK IS STAMPED GRENZ NO 2 1948.
 RR0801'
 RR0801'AZIMUTH MARK IS 0.3 MILE NORTH OF STATION AND 4 FEET SOUTHWEST
 RR0801'OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES, AND THE
 RR0801'DISK IS STAMPED GRENZ 1948.
 RR0801'
 RR0801'TO REACH FROM THE POST OFFICE IN BISMARCK, GO SOUTH 1 BLOCK,
 RR0801'TURN LEFT AND GO EAST ON U.S. HIGHWAY 83 AND 10 FOR 7.0 MILES
 RR0801'TO A T-ROAD RIGHT, TURN RIGHT AND GO 7.15 MILES TO A
 RR0801'T-INTERSECTION, TURN LEFT AND GO EAST FOR 5.0 MILES TO A
 RR0801'CROSSROAD, TURN RIGHT AND GO 9.5 MILES TO A FORK, TAKE RIGHT
 RR0801'FORK AND GO 14.2 MILES TO A FENCE CORNER ON RIGHT AND A LARGE
 RR0801'BOULDER JUST INSIDE PASTURE, TURN RIGHT AND THEN LEFT, CROSSING
 RR0801'FENCE TO THE RIGHT OF THE BOULDER, AND GO SOUTHWEST THROUGH
 RR0801'PASTURE FOR 0.4 MILE, PASSING TO THE RIGHT OF THE FIRST
 RR0801'RIDGE, TO THE AZIMUTH MARK ON LEFT, CONTINUE STRAIGHT AHEAD
 RR0801'THROUGH SADDLE FOR 0.25 MILE TO TOP OF RIDGE, TURN SHARP
 RR0801'RIGHT AND GO 0.05 MILE TO STATION SITE.
 RR0801'
 RR0801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0801
 RR0801                          STATION RECOVERY (1957)
 RR0801
 RR0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0801'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0801'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1823 ***********************************************************************
 TG1823  DESIGNATION -  GRINNELL RESET
 TG1823  PID         -  TG1823
 TG1823  STATE/COUNTY-  ND/WILLIAMS
 TG1823  USGS QUAD   -  CHARLSON NW (1965)
 TG1823
 TG1823                         *CURRENT SURVEY CONTROL
 TG1823  ___________________________________________________________________
 TG1823* NAD 83(1996)-  48 10 30.59679(N)    102 57 22.47333(W)     ADJUSTED  
 TG1823* NAVD 88     -       687.9    (meters)    2257.     (feet)  VERTCON   
 TG1823  ___________________________________________________________________
 TG1823  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 TG1823  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG1823
 TG1823  HORZ ORDER  -  FIRST
 TG1823
 TG1823.The horizontal coordinates were established by classical geodetic methods
 TG1823.and adjusted by the National Geodetic Survey in January 1998..
 TG1823
 TG1823.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1823
 TG1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1823
 TG1823.The geoid height was determined by GEOID03.
 TG1823
 TG1823;                    North         East     Units Scale Factor Converg.
 TG1823;SPC ND N     -   133,569.710   417,365.859   MT  0.99993709   -1 49 40.0
 TG1823;SPC ND N     -   438,220.83  1,369,310.56   iFT  0.99993709   -1 49 40.0
 TG1823;UTM  13      - 5,337,789.170   651,934.781   MT  0.99988364   +1 31 23.8
 TG1823
 TG1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1823!SPC ND N     -   0.99989504  x   0.99993709  =   0.99983213
 TG1823!UTM  13      -   0.99989504  x   0.99988364  =   0.99977869
 TG1823
 TG1823:                Primary Azimuth Mark                     Grid Az
 TG1823:SPC ND N     -  GRINNELL AZ MK                           115 27 15.7
 TG1823:UTM  13      -  GRINNELL AZ MK                           112 06 11.9
 TG1823
 TG1823|---------------------------------------------------------------------|
 TG1823| PID    Reference Object                     Distance      Geod. Az  |
 TG1823|                                                           dddmmss.s |
 TG1823| CQ7729 GRINNELL AZ MK                                     1133735.7 |
 TG1823| CQ7730 GRINNELL RM 1                         7.538 METERS 15921     |
 TG1823| CQ7731 GRINNELL RM 2                         6.740 METERS 27531     |
 TG1823|---------------------------------------------------------------------|
 TG1823
 TG1823                          SUPERSEDED SURVEY CONTROL
 TG1823
 TG1823  NAD 83(1986)-  48 10 30.59658(N)    102 57 22.47094(W) AD(       ) 1
 TG1823  NAD 27      -  48 10 30.52000(N)    102 57 20.80600(W) AD(       ) 1
 TG1823  NGVD 29 (07/19/86)  687.4    (m)         2255.     (f) VERT ANG       
 TG1823
 TG1823.Superseded values are not recommended for survey control.
 TG1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1823.See file dsdata.txt to determine how the superseded data were derived.
 TG1823
 TG1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP5193537789(NAD 83)
 TG1823_MARKER: DS = TRIANGULATION STATION DISK
 TG1823_SETTING: 0 = UNSPECIFIED SETTING
 TG1823
 TG1823  HISTORY     - Date     Condition        Report By
 TG1823  HISTORY     - 1945     MONUMENTED       MORC
 TG1823  HISTORY     - 1967     GOOD             CGS
 TG1823
 TG1823                          STATION DESCRIPTION
 TG1823
 TG1823'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 TG1823'THE STATION IS LOCATED ABOUT 17 MILES SE OF THE VILLAGE OF RAY
 TG1823'AND 4 MILES N OF THE MISSOURI RIVER.  IT IS ON THE SUMMIT OF
 TG1823'A VERY PROMINENT PLATEAU AND 8 FEET W OF A STANDARD WITNESS
 TG1823'POST.  THE MARK IS A STANDARD MO. R.C. 6-INCH PIPE AND IT WAS
 TG1823'FILLED WITH CONCRETE WITH A STANDARD U.S.C. AND G.S. STATION-MARK
 TG1823'DISK SET IN THE TOP.  THE MARK PROJECTS 2 INCHES AND THE DISK
 TG1823'IS STAMPED GRINNELL M R C 1945.
 TG1823'
 TG1823'REFERENCE MARK 1 IS 24.75 FEET S OF THE STATION.  THE MARK IS
 TG1823'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GRINNELL M R C
 TG1823'NO 1 1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 TG1823'CONCRETE POST.
 TG1823'
 TG1823'REFERENCE MARK 2 IS 22.13 FEET W OF THE STATION.  THE MARK
 TG1823'PROJECTS 3 INCHES AND THE DISK IS STAMPED GRINNELL M R C NO 2
 TG1823'1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1823'POST.
 TG1823'
 TG1823'THE AZIMUTH MARK IS 0.4 MILE SE OF THE STATION, 25 FEET N
 TG1823'OF THE S EDGE OF THE BLUFF, AND 2 FEET N OF A STANDARD WITNESS
 TG1823'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TG1823'GRINNELL M R C 1945.  IT IS A BRONZE AZIMUTH DISK SET IN TOP
 TG1823'OF A CONCRETE POST.
 TG1823'
 TG1823'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON THE S
 TG1823'EDGE OF THE VILLAGE OF RAY, GO E ON U.S. HIGHWAY 2 FOR 9.3 MILES
 TG1823'TO A GRAVELED CROSSROAD, TURN RIGHT AND GO 4.85 MILES TO A
 TG1823'CROSSROAD AND THE BETHANY CHURCH ON THE LEFT.  CONTINUE ON S FOR
 TG1823'5.7 MILES TO A T-ROAD LEFT AND A TRACK ROAD SE, FOLLOW TRACK
 TG1823'ROAD SE FOR 0.7 MILE, THENCE LEFT FORK UP HILL FOR 0.5 MILE TO
 TG1823'THE TOP OF THE DIVIDE, THENCE RIGHT FOR 0.2 MILE TO THE SUMMIT OF
 TG1823'A KNOLL AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE ON TRACK
 TG1823'ROAD FOR 0.4 MILE TO THE SUMMIT OF A PROMINENT PLATEAU AND
 TG1823'STATION AS DESCRIBED.
 TG1823'
 TG1823'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 TG1823
 TG1823                          STATION RECOVERY (1967)
 TG1823
 TG1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1823'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TG1823'CONDITION.  SMALL DESCREPANCIES WERE NOTED IN THE DISTANCE TO
 TG1823'REFERENCE MARKS 1 AND 2.
 TG1823'
 TG1823'DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TG1823'
 TG1823'THE STATION IS LOCATED ON THE HIGHEST PART OF A HIGH PROMINENT
 TG1823'MESA ABOUT 15-1/2 MILES SOUTH-SOUTHWEST OF TIOGA, 15 MILES SOUTHEAST
 TG1823'OF RAY AND 1-1/4 MILES NORTH OF LAKE SACAKAWEKA (FORMERLY GARRISON
 TG1823'RESERVOIR).
 TG1823'
 TG1823'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN RAY GO EAST
 TG1823'ON U.S. HIGHWAY 2 FOR 9.3 MILES TO THE JUNCTION OF WILLIAMS
 TG1823'COUNTY ROAD 21.  TURN RIGHT, SOUTH, AND FOLLOW COUNTY ROAD 21
 TG1823'FOR 10.0 MILES TO A SIDE ROAD RIGHT (SCENIC HIGHWAY).  CONTINUE
 TG1823'SOUTH FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT, EAST, FOR
 TG1823'0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRAVELED
 TG1823'ROAD UPHILL, PASSING OIL TANKS ON THE LEFT, FOR 1.05 MILES TO A
 TG1823'DIM FORK AT TOP OF RISE.  TAKE RIGHT FORK AND FOLLOW DIM
 TG1823'TRACK ROAD ALONG FENCE SOUTHWEST AND SOUTH FOR 0.2 MILE.  AT
 TG1823'THIS POINT THE AZIMUTH MARK IS ABOUT 260 FEET EAST OF THE
 TG1823'FENCE.  CONTINUE ON THE DIM TRACK ROAD, NORTHWEST, FOR 0.1
 TG1823'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON
 TG1823'TRACK ROAD, WEST-NORTHWEST, FOR 0.2 MILE TO HIGHEST PART OF MESA
 TG1823'AND THE STATION.
 TG1823'
 TG1823'STATION MARK IS A STANDARD DISK, STAMPED GRINNELL MORC 1945,
 TG1823'CEMENTED IN A 4-INCH PIPE THAT PROJECTS 2 INCHES.
 TG1823'
 TG1823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRINNELL MORC NO
 TG1823'1 1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG1823'THAT IS FLUSH WITH THE GROUND SURFACE.
 TG1823'
 TG1823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRINNELL MORC NO
 TG1823'2 1945, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG1823'THAT PROJECTS 1 INCH.
 TG1823'
 TG1823'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRINNELL MORC 1945,
 TG1823'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TG1823'PROJECTS 2 INCHES.  IT IS 260 FEET EAST OF A WIRE FENCE, ABOUT
 TG1823'25 FEET NORTH OF THE SOUTH EDGE OF A BLUFF AND 2 FEET NORTH OF
 TG1823'A 4-INCH SQUARE WOODEN WITNESS POST.
 TG1823'
 TG1823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TG1823'15 MILES SE RAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0604 ***********************************************************************
 RQ0604  DESIGNATION -  GRISWOLD
 RQ0604  PID         -  RQ0604
 RQ0604  STATE/COUNTY-  ND/LA MOURE
 RQ0604  USGS QUAD   -  LITCHVILLE SW (1970)
 RQ0604
 RQ0604                         *CURRENT SURVEY CONTROL
 RQ0604  ___________________________________________________________________
 RQ0604* NAD 83(1996)-  46 34 21.89397(N)    098 09 15.03428(W)     ADJUSTED  
 RQ0604* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 RQ0604  ___________________________________________________________________
 RQ0604  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 RQ0604  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 RQ0604
 RQ0604  HORZ ORDER  -  SECOND
 RQ0604
 RQ0604.The horizontal coordinates were established by classical geodetic methods
 RQ0604.and adjusted by the National Geodetic Survey in January 1998..
 RQ0604
 RQ0604.The orthometric height was scaled from a topographic map.
 RQ0604
 RQ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0604
 RQ0604.The geoid height was determined by GEOID03.
 RQ0604
 RQ0604;                    North         East     Units Scale Factor Converg.
 RQ0604;SPC ND S     -   103,401.416   779,794.815   MT  0.99994625   +1 42 39.6
 RQ0604;SPC ND S     -   339,243.49  2,558,381.94   iFT  0.99994625   +1 42 39.6
 RQ0604;UTM  14      - 5,158,034.419   564,814.919   MT  0.99965164   +0 36 51.5
 RQ0604
 RQ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0604!SPC ND S     -   0.99993348  x   0.99994625  =   0.99987973
 RQ0604!UTM  14      -   0.99993348  x   0.99965164  =   0.99958514
 RQ0604
 RQ0604|---------------------------------------------------------------------|
 RQ0604| PID    Reference Object                     Distance      Geod. Az  |
 RQ0604|                                                           dddmmss.s |
 RQ0604| CO5102 GRISWOLD RM 1                        24.412 METERS 02526     |
 RQ0604| RQ0602 NORTH LA MOURE LUTH CH VANE         APPROX. 5.0 KM 0894901.3 |
 RQ0604| CO5103 GRISWOLD RM 2                        22.842 METERS 27043     |
 RQ0604| CO5101 GRISWOLD AZ MK                                     2710050.1 |
 RQ0604| RQ0608 MARION SCHOOLHOUSE CHIMNEY          APPROX.14.0 KM 2844635.7 |
 RQ0604| RQ0610 MARION MILLER ELEV M LT ROD         APPROX.14.4 KM 2854541.1 |
 RQ0604| RQ0606 LITCHVILLE MILLER ELEVATOR          APPROX. 9.3 KM 3424616.2 |
 RQ0604|---------------------------------------------------------------------|
 RQ0604
 RQ0604                          SUPERSEDED SURVEY CONTROL
 RQ0604
 RQ0604  NAD 83(1986)-  46 34 21.89826(N)    098 09 15.02574(W) AD(       ) 2
 RQ0604  NAD 27      -  46 34 21.99100(N)    098 09 13.67900(W) AD(       ) 2
 RQ0604
 RQ0604.Superseded values are not recommended for survey control.
 RQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0604.See file dsdata.txt to determine how the superseded data were derived.
 RQ0604
 RQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6481558034(NAD 83)
 RQ0604_MARKER: DS = TRIANGULATION STATION DISK
 RQ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0604
 RQ0604  HISTORY     - Date     Condition        Report By
 RQ0604  HISTORY     - 1954     MONUMENTED       CGS
 RQ0604  HISTORY     - 1968     SEE DESCRIPTION  USGS
 RQ0604  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RQ0604
 RQ0604                          STATION DESCRIPTION
 RQ0604
 RQ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0604'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTH SIDE OF THE
 RQ0604'NORTHWEST 1/4 OF SEC. 30, T. 136 N., R. 59 W., ABOUT 9 MILES,
 RQ0604'AIRLINE, SOUTHEAST OF MARION, ABOUT 6 MILES SOUTH-SOUTHEAST
 RQ0604'OF LITCHVILLE, AND ABOUT 4 MILES WEST OF STATE HIGHWAY NO. 1,
 RQ0604'ON THE SOUTH RIGHT-OF-WAY LINE OF A GRAVEL COUNTY ROAD.
 RQ0604'
 RQ0604'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, ABOUT
 RQ0604'4 MILES SOUTH-SOUTHEAST OF HASTINGS--GO SOUTH ON STATE HIGHWAY
 RQ0604'1 FOR ABOUT 4 MILES TO CROSSROADS JUST SOUTH OF THE NORTH LA
 RQ0604'MOURE STORE.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 3.0
 RQ0604'MILES TO CROSSROADS, THEN CONTINUE AHEAD, WEST, FOR 0.75
 RQ0604'MILES TO THE STATION ON THE LEFT.
 RQ0604'
 RQ0604'THE STATION MARK, 0.2 MILES EAST OF GROVE OF TREES, 38 FEET
 RQ0604'SOUTH OF THE CENTER OF A COUNTY ROAD, AND 1.5 FEET EAST OF A
 RQ0604'WHITE WITNESS POST, IS LEVEL WITH THE GROUND SURFACE, AND THE
 RQ0604'DISK IS STAMPED GRISWOLD 1954.
 RQ0604'
 RQ0604'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF AND APPROXIMATELY
 RQ0604'2 FEET LOWER THAN THE STATION, IS 42 FEET NORTH OF THE CENTER
 RQ0604'OF THE ROAD, 1.5 FEET EAST OF A WHITE WITNESS POST AND PROJECTS
 RQ0604'2 INCHES.  THE DISK IS STAMPED GRISWOLD NO 1 1954.
 RQ0604'
 RQ0604'REFERENCE MARK NO. 2, WEST OF AND APPROXIMATELY LEVEL WITH THE
 RQ0604'STATION, IS 38 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT
 RQ0604'EAST OF A WHITE WITNESS POST, AND PROJECTS 1 INCH.  THE DISK
 RQ0604'IS STAMPED GRISWOLD NO 2 1954.
 RQ0604'
 RQ0604'THE AZIMUTH MARK, APPROXIMATELY 0.7 MILES WEST, IS 37 FEET
 RQ0604'NORTH OF THE CENTER OF A COUNTY ROAD, 4 FEET NORTHEAST OF A
 RQ0604'FENCE, 4 FEET SOUTH OF A WHITE WITNESS POST, AND PROJECTS 2
 RQ0604'INCHES.  THE DISK IS STAMPED GRISWOLD 1954.
 RQ0604'
 RQ0604'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RQ0604
 RQ0604                          STATION RECOVERY (1968)
 RQ0604
 RQ0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RQ0604'STATION MARK DESTROYED.  R.M. 1, R.M. 2 AND AZIMUTH MARK FOUND
 RQ0604'IN GOOD CONDITION.
 RQ0604'
 RQ0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 RQ0604'IS LOCATED ABOUT 9 MILES (AIRLINE) SO.EAST OF MARION.
 RQ0604
 RQ0604                          STATION RECOVERY (1969)
 RQ0604
 RQ0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RQ0604'STATION SURFACE MARK FOUND DESTROYED.  UNDERGROUND STATION
 RQ0604'MARK, REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 RQ0604'IN GOOD CONDITION.  UNDERGROUND MARK WAS LOWERED AND A NEW
 RQ0604'SURFACE MARK SET.  A CHECK WAS MADE OF THE DISTANCE AND
 RQ0604'DIRECTION TO THE MARKS AND FOUND TO BE CORRECT.
 RQ0604'
 RQ0604'FOLLOWING IS A NEW DESCRIPTION--
 RQ0604'
 RQ0604'STATION IS LOCATED IN THE NW 1/4 OF SEC. 30, T. 136 N. R. 59 W.,
 RQ0604'ABOUT 9 MILES SOUTHEAST OF MARION AND ABOUT 6 MILES
 RQ0604'SOUTH-SOUTHEAST OF LITCHEVILLE.  STATION, A STANDARD DISK SET IN
 RQ0604'THE TOP OF A ROUND CONCRETE POST AND STAMPED GRISWOLD 1954
 RQ0604'1969, IS 38 FEET SOUTH OF THE CENTERLINE OF ROAD, 1-1/2 FEET
 RQ0604'WEST OF A 4 X 4 INCH WOOD WITNESS POST AND 1 FOOT EAST OF A
 RQ0604'METAL WITNESS POST.
 RQ0604'
 RQ0604'TO REACH FROM THE POST OFFICE IN LITCHVILLE, GO SOUTH 0.05
 RQ0604'MILE TO INTERSECTION.  TURN RIGHT AND GO WEST 0.1 MILE TO A
 RQ0604'T INTERSECTION.  TURN LEFT AND GO SOUTH FOR 1.55 MILES TO T
 RQ0604'INTERSECTION.  TURN RIGHT ON STATE HIGHWAY 46 AND GO 0.25
 RQ0604'MILE TO THE JUNCTION OF COUNTY ROAD 60.  TURN LEFT AND GO SOUTH
 RQ0604'4.1 MILES TO CROSSROADS.  TURN LEFT AND GO EAST ON GRAVELED
 RQ0604'ROAD FOR 1.5 MILES TO AZIMUTH MARK ON LEFT (NORTH) SIDE OF
 RQ0604'ROAD.  CONTINUE EAST 0.75 MILE TO STATION ON RIGHT (SOUTH)
 RQ0604'SIDE OF ROAD.
 RQ0604'
 RQ0604'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 RQ0604'SQUARE CONCRETE POST AND STAMPED GRISWOLD NO 1 1954 IS 42
 RQ0604'FEET NORTH OF THE CENTERLINE OF ROAD AND 1.5 FEET EAST OF A
 RQ0604'4 X 4 INCH WOOD WITNESS POST.
 RQ0604'
 RQ0604'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 RQ0604'SQUARE CONCRETE POST AND STAMPED GRISWOLD NO 2 1954 IS 38 FEET
 RQ0604'SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT EAST OF A 4 X 4
 RQ0604'INCH WOOD WITNESS POST.
 RQ0604'
 RQ0604'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 RQ0604'CONCRETE POST AND STAMPED GRISWOLD 1954 IS 37 FEET NORTH OF
 RQ0604'THE CENTERLINE OF ROAD, 4 FEET SOUTH OF A 4 X 4 INCH WOOD
 RQ0604'WITNESS POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 RQ0604'MARK PROJECTS 12 INCHES.
 RQ0604'
 RQ0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. SSE OF
 RQ0604'LITCHVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1968 ***********************************************************************
 TE1968  DESIGNATION -  GROAT
 TE1968  PID         -  TE1968
 TE1968  STATE/COUNTY-  ND/RAMSEY
 TE1968  USGS QUAD   -  CANDO SE (1994)
 TE1968
 TE1968                         *CURRENT SURVEY CONTROL
 TE1968  ___________________________________________________________________
 TE1968* NAD 83(1996)-  48 20 23.25880(N)    099 00 23.11876(W)     ADJUSTED  
 TE1968* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 TE1968  ___________________________________________________________________
 TE1968  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 TE1968  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE1968
 TE1968  HORZ ORDER  -  FIRST
 TE1968
 TE1968.The horizontal coordinates were established by classical geodetic methods
 TE1968.and adjusted by the National Geodetic Survey in January 1998..
 TE1968
 TE1968.The orthometric height was scaled from a topographic map.
 TE1968
 TE1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1968
 TE1968.The geoid height was determined by GEOID03.
 TE1968
 TE1968;                    North         East     Units Scale Factor Converg.
 TE1968;SPC ND N     -   150,035.034   710,711.956   MT  0.99994574   +1 06 41.1
 TE1968;SPC ND N     -   492,240.93  2,331,732.14   iFT  0.99994574   +1 06 41.1
 TE1968;UTM  14      - 5,354,068.070   499,524.111   MT  0.99960000   -0 00 17.3
 TE1968
 TE1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1968!SPC ND N     -   0.99993360  x   0.99994574  =   0.99987934
 TE1968!UTM  14      -   0.99993360  x   0.99960000  =   0.99953362
 TE1968
 TE1968:                Primary Azimuth Mark                     Grid Az
 TE1968:SPC ND N     -  STARKWEATHER TRIN EVAN LUTH CH           036 01 47.5
 TE1968:UTM  14      -  STARKWEATHER TRIN EVAN LUTH CH           037 08 45.9
 TE1968
 TE1968|---------------------------------------------------------------------|
 TE1968| PID    Reference Object                     Distance      Geod. Az  |
 TE1968|                                                           dddmmss.s |
 TE1968| TE1804 STARKWEATHER TRIN EVAN LUTH CH      APPROX.15.7 KM 0370828.6 |
 TE1968| TE1797 STARKWEATHER SCHOOL FLAGPOLE        APPROX.15.8 KM 0375013.2 |
 TE1968| TE1805 STARKWEATHER CATH CH CROSS          APPROX.15.8 KM 0375416.0 |
 TE1968| TE1806 BERGEN LUTHERAN CHURCH SPIRE        APPROX. 7.8 KM 0494011.9 |
 TE1968| CO6903 GROAT AZ MK RESET                                  0890624.8 |
 TE1968| CO6902 GROAT AZ MK                                        0892106.4 |
 TE1968| TE1802 SAINT PETER STS PETER PAUL CH       APPROX.12.9 KM 0933708.8 |
 TE1968| CO6904 GROAT RM 1                          104.994 METERS 15318     |
 TE1968| CO6906 GROAT RM 3                           60.283 METERS 18049     |
 TE1968| TE1967 DE GROAT CHAIN LAKE LUTH CH         APPROX. 2.9 KM 2364628.7 |
 TE1968| CO6905 GROAT RM 2                           73.969 METERS 27023     |
 TE1968| TE1974 CANDO MUNICIPAL TANK                APPROX.22.2 KM 3195637.5 |
 TE1968|---------------------------------------------------------------------|
 TE1968
 TE1968                          SUPERSEDED SURVEY CONTROL
 TE1968
 TE1968  NAD 83(1986)-  48 20 23.25860(N)    099 00 23.11529(W) AD(       ) 1
 TE1968  NAD 27      -  48 20 23.24500(N)    099 00 21.63000(W) AD(       ) 1
 TE1968
 TE1968.Superseded values are not recommended for survey control.
 TE1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1968.See file dsdata.txt to determine how the superseded data were derived.
 TE1968
 TE1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9952454068(NAD 83)
 TE1968_MARKER: DS = TRIANGULATION STATION DISK
 TE1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1968
 TE1968  HISTORY     - Date     Condition        Report By
 TE1968  HISTORY     - 1934     MONUMENTED       CGS
 TE1968  HISTORY     - 1956     SEE DESCRIPTION  USGS
 TE1968  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1968  HISTORY     - 1970     MARK NOT FOUND   NGS
 TE1968  HISTORY     - 1971     GOOD             NGS
 TE1968  HISTORY     - 1989     GOOD             USPSQD
 TE1968
 TE1968                          STATION DESCRIPTION
 TE1968
 TE1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1968'STATION IS APPROXIMATELY 7-1/2 MILES WNW FROM WEBSTER, IN THE
 TE1968'NE 1/4 OF SEC. 16, T 156 N, R 65 W, LOCATED ON A SMALL RISE
 TE1968'ON LAND BELONGING TO MRS. MARGARET MIKKELSON.  THE STATION IS
 TE1968'40 FEET W OF THE CENTER LINE OF N-S FARM ROAD, 65 FEET N OF NE
 TE1968'CORNER OF BARN, 22 FEET S OF CENTER LINE OF E-W DIRT ROAD LEADING
 TE1968'TO STATION, AND 6 FEET S OF E-W FENCE LINE.
 TE1968'
 TE1968'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TE1968'CONCRETE CYLINDERS.
 TE1968'
 TE1968'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 TE1968'IN CONCRETE.
 TE1968'
 TE1968'REFERENCE MARK NO. 1 IS SE OF STATION, 42 FEET W OF CENTER LINE
 TE1968'OF N-S DIRT ROAD, IN E-W FENCE LINE, 2 FEET W OF TELEPHONE POLE.
 TE1968'
 TE1968'REFERENCE MARK NO. 2 IS W OF STATION, 14 FEET S OF CENTER
 TE1968'LINE OF E-W DIRT ROAD LEADING FROM STATION, IN E-W FENCE
 TE1968'LINE.
 TE1968'
 TE1968'THE AZIMUTH MARK IS 35 FEET N OF E-W DIRT ROAD, 10 FEET N OF
 TE1968'TELEPHONE POLE, AND APPROXIMATELY 200 FEET E OF CROSSROADS.
 TE1968'
 TE1968'TO REACH THE AZIMUTH MARK FROM STATION, GO E ON ROAD LEADING
 TE1968'TO STATION 1.0 MILE AND MARK ON LEFT.
 TE1968'
 TE1968'TO REACH THE STATION FROM WEBSTER, GO W ON GRAVEL ROAD FROM
 TE1968'WEBSTER GARAGE, 2.0 MILES TO T-ROAD AND SECTION CORNER.  GO
 TE1968'RIGHT (N) 2.0 MILES TO T-ROAD AND SECTION CORNER.  GO LEFT
 TE1968'(W) 3.0 MILES ON GRAVEL ROAD TO T-ROAD RIGHT AND SECTION CORNER.
 TE1968'TURN RIGHT (N) ON PRAIRIE ROAD AND GO 2.0 MILES TO CROSSROADS
 TE1968'AND SECTION CORNER.  TURN LEFT (W) 1.0 MILE ON DIRT ROAD TO
 TE1968'CROSSROADS AND SECTION CORNER AND STATION ON SW CORNER.
 TE1968'
 TE1968'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 TE1968
 TE1968                          STATION RECOVERY (1956)
 TE1968
 TE1968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TE1968'PHYSICAL SITE DESTROYED BY ROAD CONSTRUCTION.
 TE1968
 TE1968                          STATION RECOVERY (1968)
 TE1968
 TE1968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1968'STATION MARK NOT FOUND AND R.M. 2 NOT FOUND.  R.M. 1 WAS OKAY.
 TE1968'PHYSICAL SITE DESTROYED BY ROAD CONSTRUCTION.
 TE1968'
 TE1968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 TE1968'MILES WNW FROM WEBSTER.
 TE1968
 TE1968                          STATION RECOVERY (1970)
 TE1968
 TE1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TE1968'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  THE STATION
 TE1968'MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE NOT
 TE1968'FOUND.
 TE1968'
 TE1968'THE STATION MARK WAS DUG FOR AT POINT INTERSECTED FROM ROAD
 TE1968'CENTERS, WITHOUT SUCCESS.  MEASUREMENTS FROM R.M. 1 INDICATE
 TE1968'THE STATION TO BE NEAR THE CENTER OF THE EAST-WEST GRAVELED
 TE1968'ROAD, AND R.M. 2 TO BE IN THE ROADBED OR ALONG ITS EDGE.  THE
 TE1968'LOCATION OF THE AZIMUTH MARK IS IN OR NEAR AN OLD OR ABANDONED
 TE1968'CEMETARY.
 TE1968'
 TE1968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 TE1968'MILES WNW OF WEBSTER
 TE1968
 TE1968                          STATION RECOVERY (1971)
 TE1968
 TE1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE1968'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 TE1968'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE NOT
 TE1968'RECOVERED.  IT IS BELIEVED THAT R.M. 2 WAS DESTROYED BY HIGHWAY
 TE1968'IMPROVEMENTS, AND THAT THE AZIMUTH MARK HAS BEEN DESTROYED BY
 TE1968'FARMING OPERATIONS.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK
 TE1968'WERE SET.
 TE1968'
 TE1968'A NEW DESCRIPTION FOLLOWS--
 TE1968'
 TE1968'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-NORTHWEST OF WEBSTER
 TE1968'ON A LOW RISE, ON THE WEST SIDE OF A VACANT FARMSTEAD.
 TE1968'
 TE1968'THE STATION MARK IS A STANDARD DISK STAMPED GROAT 1934, SET IN
 TE1968'A ROUND CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE.  IT IS
 TE1968'197 FEET WEST OF THE CENTER OF THE CROSSROADS, 199 FEET NORTH OF
 TE1968'THE NORTHEAST CORNER OF A GARAGE, 30 FEET SOUTH OF THE CENTER
 TE1968'OF THE EAST-WEST ROAD, AT THE EAST EDGE OF A DRIVEWAY, AND 2.2
 TE1968'FEET WEST OF A METAL WITNESS POST.
 TE1968'
 TE1968'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GROAT NO 1 1934,
 TE1968'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 TE1968'EAST OF AND ON LINE WITH THE NORTH SIDE OF THE HOUSE, 337 FEET
 TE1968'SOUTH OF THE CENTER OF THE CROSSROADS, 40 FEET WEST OF THE CENTER
 TE1968'OF THE ROAD, AND 21 FEET SOUTH OF THE CENTER OF A DRIVEWAY.
 TE1968'
 TE1968'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GROAT 1934 NO
 TE1968'3 1971, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 TE1968'IT IS 1-FOOT NORTH OF THE NORTHEAST CORNER OF A TWO-CAR GARAGE,
 TE1968'228 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, AND 198
 TE1968'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD.
 TE1968'
 TE1968'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GROAT 1934 1971,
 TE1968'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 TE1968'IT IS 66 FEET NORTHEAST OF THE CENTER OF A T INTERSECTION, 34
 TE1968'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 16 FEET NORTH
 TE1968'OF A TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF THE TELEPHONE POLE
 TE1968'ANCHOR, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 TE1968'
 TE1968'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 TE1968'A GRAVELED ROAD WEST IN WEBSTER, GO WEST ON THE GRAVELED ROAD
 TE1968'FOR 2.0 MILES TO A T ROAD, TURN RIGHT AND GO NORTH 2.0 MILES
 TE1968'TO A T ROAD, TURN LEFT AND GO WEST 3.0 MILES TO A SIDE ROAD
 TE1968'RIGHT, TURN RIGHT AND GO NORTH 2.0 MILES TO A SIDE ROAD LEFT
 TE1968'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, TURN LEFT AND
 TE1968'GO WEST 1.0 MILE TO A CROSSROAD, CONTINUE WEST FOR 200 FEET TO
 TE1968'A DRIVEWAY ON THE LEFT INTO A FARMSTEAD AND THE STATION AS
 TE1968'DESCRIBED.
 TE1968'
 TE1968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 TE1968'MILES WNW OF WEBSTER
 TE1968
 TE1968                          STATION RECOVERY (1989)
 TE1968
 TE1968'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 TE1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2053 ***********************************************************************
 TE2053  DESIGNATION -  GROSS
 TE2053  PID         -  TE2053
 TE2053  STATE/COUNTY-  ND/PIERCE
 TE2053  USGS QUAD   -  SILVA (1958)
 TE2053
 TE2053                         *CURRENT SURVEY CONTROL
 TE2053  ___________________________________________________________________
 TE2053* NAD 83(1996)-  48 13 17.58135(N)    099 59 57.01604(W)     ADJUSTED  
 TE2053* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 TE2053  ___________________________________________________________________
 TE2053  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 TE2053  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE2053
 TE2053  HORZ ORDER  -  SECOND
 TE2053
 TE2053.The horizontal coordinates were established by classical geodetic methods
 TE2053.and adjusted by the National Geodetic Survey in January 1998..
 TE2053
 TE2053.The orthometric height was scaled from a topographic map.
 TE2053
 TE2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2053
 TE2053.The geoid height was determined by GEOID03.
 TE2053
 TE2053;                    North         East     Units Scale Factor Converg.
 TE2053;SPC ND N     -   135,934.790   637,211.685   MT  0.99993869   +0 22 21.7
 TE2053;SPC ND N     -   445,980.28  2,090,589.52   iFT  0.99993869   +0 22 21.7
 TE2053;UTM  14      - 5,341,407.687   425,786.427   MT  0.99966767   -0 44 42.5
 TE2053
 TE2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2053!SPC ND N     -   0.99992801  x   0.99993869  =   0.99986670
 TE2053!UTM  14      -   0.99992801  x   0.99966767  =   0.99959570
 TE2053
 TE2053|---------------------------------------------------------------------|
 TE2053| PID    Reference Object                     Distance      Geod. Az  |
 TE2053|                                                           dddmmss.s |
 TE2053| CO6908 GROSS RM 1                           11.096 METERS 00204     |
 TE2053| CO6907 GROSS AZ MK                                        0025857.6 |
 TE2053| CO6909 GROSS RM 2                           21.286 METERS 08900     |
 TE2053| TE1379 GROSS 2                              17.599 METERS 23117     |
 TE2053|---------------------------------------------------------------------|
 TE2053
 TE2053                          SUPERSEDED SURVEY CONTROL
 TE2053
 TE2053  NAD 83(1986)-  48 13 17.58485(N)    099 59 57.01526(W) AD(       ) 2
 TE2053  NAD 27      -  48 13 17.57800(N)    099 59 55.53400(W) AD(       ) 2
 TE2053
 TE2053.Superseded values are not recommended for survey control.
 TE2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2053.See file dsdata.txt to determine how the superseded data were derived.
 TE2053
 TE2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2578641408(NAD 83)
 TE2053_MARKER: DS = TRIANGULATION STATION DISK
 TE2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2053
 TE2053  HISTORY     - Date     Condition        Report By
 TE2053  HISTORY     - 1946     MONUMENTED       CGS
 TE2053  HISTORY     - 1954     GOOD             CGS
 TE2053
 TE2053                          STATION DESCRIPTION
 TE2053
 TE2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2053'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE TOWN OF
 TE2053'RUGBY AND ON THE PROPERTY OF JOHN GROSS.  IT IS ABOUT 250
 TE2053'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE GROSS
 TE2053'FARM HOUSE, 40 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 TE2053'STATE HIGHWAY 3, 20 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 TE2053'OF A FIELD DRIVEWAY AND 3-1/2 FEET WEST OF A NORTH-SOUTH
 TE2053'FENCE LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 TE2053'IS STAMPED GROSS 1946.
 TE2053'
 TE2053'REFERENCE MARK NO. 1 IS 36.41 FEET NORTH OF THE STATION,
 TE2053'40 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 TE2053'3, 2 FEET NORTHWEST OF A GATE POST AND ON THE EASTERN EDGE
 TE2053'OF A CULTIVATED FIELD.  THE MARK IS FLUSH WITH THE GROUND AND
 TE2053'THE DISK IS STAMPED GROSS NO 1 1946.
 TE2053'
 TE2053'REFERENCE MARK NO. 2 IS 69.83 FEET EAST OF THE STATION, 30
 TE2053'FEET EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 3,
 TE2053'2 FEET SOUTH OF A POWERLINE POLE AND 3 FEET EAST OF A NORTH-SOUTH
 TE2053'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE2053'GROSS NO 2 1946.
 TE2053'
 TE2053'THE AZIMUTH MARK IS 0.25 MILE NORTH-NORTHEAST OF THE STATION,
 TE2053'0.05 MILE NORTH OF A GRAVELED T ROAD EAST AND 35 FEET EAST
 TE2053'OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 3.  THE MARK
 TE2053'PROJECTS 2 INCHES AND THE DISK IS STAMPED GROSS 1946.
 TE2053'
 TE2053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE2053'STATE HIGHWAY 3 ON THE SOUTHERN EDGE OF RUGBY, GO SOUTH ON STATE
 TE2053'HIGHWAY 3 FOR 9.15 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 TE2053'DESCRIBED.  CONTINUE ON SOUTH FOR 0.25 MILE AND THE STATION
 TE2053'ON THE RIGHT AS DESCRIBED.
 TE2053'
 TE2053'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TE2053
 TE2053                          STATION RECOVERY (1954)
 TE2053
 TE2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 TE2053'THE STATION WAS RECOVERED AS DESCRIBED BY R.A.M. IN 1946 AND
 TE2053'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  DUE
 TE2053'TO CONSTRUCTION ON STATE HIGHWAY NO. 3 ALL MARKS WERE IN
 TE2053'DANGER OF BEING DESTROYED AND A COMPLETE SET OF MARKS WERE
 TE2053'ESTABLISHED IN THE SAME AREA.  ALL OLD MARKS WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1379 ***********************************************************************
 TE1379  DESIGNATION -  GROSS 2
 TE1379  PID         -  TE1379
 TE1379  STATE/COUNTY-  ND/PIERCE
 TE1379  USGS QUAD   -  SILVA (1958)
 TE1379
 TE1379                         *CURRENT SURVEY CONTROL
 TE1379  ___________________________________________________________________
 TE1379* NAD 83(1996)-  48 13 17.22496(N)    099 59 57.68131(W)     ADJUSTED  
 TE1379* NAVD 88     -       480.965  (meters)    1577.97   (feet)  ADJUSTED  
 TE1379  ___________________________________________________________________
 TE1379  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 TE1379  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1379  DYNAMIC HT  -         481.056 (meters)    1578.26  (feet)  COMP
 TE1379  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 TE1379
 TE1379  HORZ ORDER  -  THIRD
 TE1379  VERT ORDER  -  SECOND    CLASS 0
 TE1379
 TE1379.The horizontal coordinates were established by classical geodetic methods
 TE1379.and adjusted by the National Geodetic Survey in January 1998..
 TE1379.No horizontal observational check was made to the station.
 TE1379
 TE1379.The orthometric height was determined by differential leveling
 TE1379.and adjusted by the National Geodetic Survey in June 1991..
 TE1379
 TE1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1379
 TE1379.The geoid height was determined by GEOID03.
 TE1379
 TE1379.The dynamic height is computed by dividing the NAVD 88
 TE1379.geopotential number by the normal gravity value computed on the
 TE1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1379.degrees latitude (g = 980.6199 gals.).
 TE1379
 TE1379.The modeled gravity was interpolated from observed gravity values.
 TE1379
 TE1379;                    North         East     Units Scale Factor Converg.
 TE1379;SPC ND N     -   135,923.694   637,198.026   MT  0.99993868   +0 22 21.2
 TE1379;SPC ND N     -   445,943.88  2,090,544.70   iFT  0.99993868   +0 22 21.2
 TE1379;UTM  14      - 5,341,396.863   425,772.558   MT  0.99966770   -0 44 43.0
 TE1379
 TE1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1379!SPC ND N     -   0.99992807  x   0.99993868  =   0.99986675
 TE1379!UTM  14      -   0.99992807  x   0.99966770  =   0.99959579
 TE1379
 TE1379|---------------------------------------------------------------------|
 TE1379| PID    Reference Object                     Distance      Geod. Az  |
 TE1379|                                                           dddmmss.s |
 TE1379| TE1378 GROSS 2 RM 4                          5.620 METERS 26017     |
 TE1379| CO6907 GROSS AZ MK                                        3194026.1 |
 TE1379| TE1377 GROSS 2 RM 3                         13.240 METERS 35449     |
 TE1379|---------------------------------------------------------------------|
 TE1379
 TE1379                          SUPERSEDED SURVEY CONTROL
 TE1379
 TE1379  NAD 83(1986)-  48 13 17.22846(N)    099 59 57.68053(W) AD(       ) 3
 TE1379  NAD 27      -  48 13 17.22100(N)    099 59 56.19900(W) AD(       ) 3
 TE1379  NGVD 29 (??/??/92)  480.608  (m)         1576.79   (f) ADJ UNCH    2 0
 TE1379
 TE1379.Superseded values are not recommended for survey control.
 TE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1379.See file dsdata.txt to determine how the superseded data were derived.
 TE1379
 TE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2577341397(NAD 83)
 TE1379_MARKER: DS = TRIANGULATION STATION DISK
 TE1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1379_STAMPING: GROSS 2 1954
 TE1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1379+STABILITY: SURFACE MOTION
 TE1379
 TE1379  HISTORY     - Date     Condition        Report By
 TE1379  HISTORY     - 1954     MONUMENTED       CGS
 TE1379  HISTORY     - 1962     GOOD             CGS
 TE1379  HISTORY     - 1964     GOOD             CGS
 TE1379  HISTORY     - 1964     GOOD             NGS
 TE1379
 TE1379                          STATION DESCRIPTION
 TE1379
 TE1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 TE1379'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF STATE HIGHWAY
 TE1379'NO. 3.  IT IS 9 MILES SOUTH OF RUGBY AND 150 FEET NORTH OF
 TE1379'A FARM HOUSE ON PROPERTY OWNED BY JOHN GROSS.
 TE1379'
 TE1379'REACHED FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S. HIGHWAY
 TE1379'2 AT THE SOUTHERN EDGE OF RUGBY BY GOING SOUTH ON HIGHWAY
 TE1379'3 FOR 9.2 MILES TO A CROSSROAD.* CONTINUE STRAIGHT AHEAD,
 TE1379'SOUTHERLY, FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 TE1379'
 TE1379'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A GRAVELED
 TE1379'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TE1379'
 TE1379'THE STATION MARK, 95 FEET WEST OF THE CENTERLINE OF STATE
 TE1379'HIGHWAY 3, 43 FEET SOUTH OF A GUYED POWER POLE, 25 FEET NORTH
 TE1379'OF A ROW OF SHELTER TREES AT THE NORTH EDGE OF MR. GROSS FARM
 TE1379'YARD, PROJECTS 4 INCHES, AND THE DISK IS STAMPED GROSS 2
 TE1379'1954.
 TE1379'
 TE1379'REFERENCE MARK NO. 3, NORTH OF THE STATION, IS 97 FEET WEST OF
 TE1379'THE CENTERLINE OF THE STATE HIGHWAY, 2.5 FEET EAST OF THE GUYED
 TE1379'POWER POLE, PROJECTS 1 INCH, AND THE DISK IS STAMPED GROSS
 TE1379'2 NO 3 1954.
 TE1379'
 TE1379'REFERENCE MARK NO. 4, WEST OF THE STATION, IS 47 FEET
 TE1379'SOUTH-SOUTHWEST OF THE GUYED POWER POLE, 25 FEET NORTH OF THE
 TE1379'SHELTER TREES, PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 TE1379'GROSS 2 NO 4 1954.
 TE1379'
 TE1379'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE NORTHWEST OF THE
 TE1379'STATION, IS 53 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 TE1379'GRAVELED ROAD, 1.5 FEET EAST OF A POWER POLE, PROJECTS 3
 TE1379'INCHES, AND THE DISK IS STAMPED GROSS 2 1954.
 TE1379'
 TE1379'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TE1379
 TE1379                          STATION RECOVERY (1962)
 TE1379
 TE1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TE1379'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 TE1379'THE AZIMUTH MARK IS 0.2 MILE W OF CROSSROADS AND 1 FOOT E
 TE1379'OF THE FOURTH POWER LINE POLE W OF THE CROSSROADS.
 TE1379
 TE1379                          STATION RECOVERY (1964)
 TE1379
 TE1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TE1379'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE SOO LINE
 TE1379'RAILROAD STATION AT BALTA, THENCE 3.8 MILES NORTH ALONG
 TE1379'STATE HIGHWAY 3, IN SECTION 26, T 155 N, R 73 W, 82 FEET
 TE1379'WEST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET NORTH OF THE
 TE1379'NORTHEAST CORNER OF A FARMHOUSE, 43 FEET SOUTH OF THE MORE
 TE1379'EASTERLY OF 2 POWER POLES, 43.4 FEET SOUTH OF A METAL WITNESS
 TE1379'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 TE1379'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  THE DISK IS
 TE1379'STAMPED GROSS 2 1954.
 TE1379'
 TE1379'REFERENCE MARK NO. 3, 43.2 FEET NORTH OF THE STATION, 82
 TE1379'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 153 FEET NORTH
 TE1379'OF THE NORTHEAST CORNER OF A FARMHOUSE, 2 FEET EAST OF THE MORE
 TE1379'EASTERLY OF 2 POWER POLES, 0.6 FOOT WEST OF A METAL WITNESS
 TE1379'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT LEVEL
 TE1379'WITH THE GROUND, AND STAMPED GROSS 2 NO 3 1954.
 TE1379'
 TE1379'REFERENCE MARK NO. 4, 18.4 FEET WEST OF THE STATION, 100
 TE1379'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET NORTH
 TE1379'OF THE NORTHEAST CORNER OF A FARMHOUSE, 46 FEET SOUTH OF THE MORE
 TE1379'WESTERLY OF 2 POWER POLES, ABOUT 4 FEET BELOW THE LEVEL OF
 TE1379'THE HIGHWAY, PROJECTING 2 INCHES AND STAMPED GROSS 2 NO 4 1954.
 TE1379
 TE1379                          STATION RECOVERY (1964)
 TE1379
 TE1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1379'5.6 MI N FROM BALTA.
 TE1379'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1379'STATION AT BALTA, THENCE 3.8 MILES NORTH ALONG STATE HIGHWAY 3, IN
 TE1379'SECTION 26, T 155 N, R 73 W, 82 FEET WEST OF THE CENTER LINE OF THE
 TE1379'HIGHWAY, 110 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 43
 TE1379'FEET SOUTH OF THE MORE EASTERLY OF 2 POWER POLES, 43.4 FEET SOUTH OF A
 TE1379'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 TE1379'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1377 ***********************************************************************
 TE1377  DESIGNATION -  GROSS 2 RM 3
 TE1377  PID         -  TE1377
 TE1377  STATE/COUNTY-  ND/PIERCE
 TE1377  USGS QUAD   -  SILVA (1958)
 TE1377
 TE1377                         *CURRENT SURVEY CONTROL
 TE1377  ___________________________________________________________________
 TE1377* NAD 83(1986)-  48 13 17.     (N)    099 59 57.     (W)     SCALED    
 TE1377* NAVD 88     -       480.663  (meters)    1576.98   (feet)  ADJUSTED  
 TE1377  ___________________________________________________________________
 TE1377  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1377  DYNAMIC HT  -         480.754 (meters)    1577.27  (feet)  COMP
 TE1377  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 TE1377
 TE1377  VERT ORDER  -  SECOND    CLASS 0
 TE1377
 TE1377.The horizontal coordinates were scaled from a topographic map and have
 TE1377.an estimated accuracy of +/- 6 seconds.
 TE1377
 TE1377.The orthometric height was determined by differential leveling
 TE1377.and adjusted by the National Geodetic Survey in June 1991..
 TE1377
 TE1377.The geoid height was determined by GEOID03.
 TE1377
 TE1377.The dynamic height is computed by dividing the NAVD 88
 TE1377.geopotential number by the normal gravity value computed on the
 TE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1377.degrees latitude (g = 980.6199 gals.).
 TE1377
 TE1377.The modeled gravity was interpolated from observed gravity values.
 TE1377
 TE1377;                    North         East    Units  Estimated Accuracy
 TE1377;SPC ND N     -   135,920.      637,210.      MT  (+/- 180 meters Scaled)
 TE1377
 TE1377                          SUPERSEDED SURVEY CONTROL
 TE1377
 TE1377  NGVD 29 (??/??/92)  480.305  (m)         1575.80   (f) ADJ UNCH    2 0
 TE1377
 TE1377.Superseded values are not recommended for survey control.
 TE1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1377.See file dsdata.txt to determine how the superseded data were derived.
 TE1377
 TE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU257413(NAD 83)
 TE1377_MARKER: DR = REFERENCE MARK DISK
 TE1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1377_STAMPING: GROSS 2 NO 3 1954
 TE1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1377+STABILITY: SURFACE MOTION
 TE1377
 TE1377  HISTORY     - Date     Condition        Report By
 TE1377  HISTORY     - 1954     MONUMENTED       CGS
 TE1377  HISTORY     - 1964     GOOD             NGS
 TE1377
 TE1377                          STATION DESCRIPTION
 TE1377
 TE1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1377'5.6 MI N FROM BALTA.
 TE1377'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1377'STATION AT BALTA, THENCE 3.8 MILES NORTH ALONG STATE HIGHWAY 3, IN
 TE1377'SECTION 26, T 155 N, R 73 W, 82 FEET WEST OF THE CENTER LINE OF THE
 TE1377'HIGHWAY 153 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 43.2
 TE1377'FEET NORTH OF GROSS 2 1954, 2 FEET EAST OF THE MORE EASTERLY OF 2
 TE1377'POWER POLES, 0.6 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TE1377'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 TE1377'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1378 ***********************************************************************
 TE1378  DESIGNATION -  GROSS 2 RM 4
 TE1378  PID         -  TE1378
 TE1378  STATE/COUNTY-  ND/PIERCE
 TE1378  USGS QUAD   -  SILVA (1958)
 TE1378
 TE1378                         *CURRENT SURVEY CONTROL
 TE1378  ___________________________________________________________________
 TE1378* NAD 83(1986)-  48 13 17.     (N)    099 59 57.     (W)     SCALED    
 TE1378* NAVD 88     -       481.042  (meters)    1578.22   (feet)  ADJUSTED  
 TE1378  ___________________________________________________________________
 TE1378  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 TE1378  DYNAMIC HT  -         481.133 (meters)    1578.52  (feet)  COMP
 TE1378  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 TE1378
 TE1378  VERT ORDER  -  SECOND    CLASS 0
 TE1378
 TE1378.The horizontal coordinates were scaled from a topographic map and have
 TE1378.an estimated accuracy of +/- 6 seconds.
 TE1378
 TE1378.The orthometric height was determined by differential leveling
 TE1378.and adjusted by the National Geodetic Survey in June 1991..
 TE1378
 TE1378.The geoid height was determined by GEOID03.
 TE1378
 TE1378.The dynamic height is computed by dividing the NAVD 88
 TE1378.geopotential number by the normal gravity value computed on the
 TE1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1378.degrees latitude (g = 980.6199 gals.).
 TE1378
 TE1378.The modeled gravity was interpolated from observed gravity values.
 TE1378
 TE1378;                    North         East    Units  Estimated Accuracy
 TE1378;SPC ND N     -   135,920.      637,210.      MT  (+/- 180 meters Scaled)
 TE1378
 TE1378                          SUPERSEDED SURVEY CONTROL
 TE1378
 TE1378  NGVD 29 (??/??/92)  480.684  (m)         1577.04   (f) ADJ UNCH    2 0
 TE1378
 TE1378.Superseded values are not recommended for survey control.
 TE1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1378.See file dsdata.txt to determine how the superseded data were derived.
 TE1378
 TE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU257413(NAD 83)
 TE1378_MARKER: DR = REFERENCE MARK DISK
 TE1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1378_STAMPING: GROSS 2 NO 4 1954
 TE1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1378+STABILITY: SURFACE MOTION
 TE1378
 TE1378  HISTORY     - Date     Condition        Report By
 TE1378  HISTORY     - 1954     MONUMENTED       CGS
 TE1378  HISTORY     - 1964     GOOD             NGS
 TE1378
 TE1378                          STATION DESCRIPTION
 TE1378
 TE1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1378'5.6 MI N FROM BALTA.
 TE1378'ABOUT 1.8 MILES EAST ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1378'STATION AT BALTA, THENCE 3.8 MILES NORTH ALONG STATE HIGHWAY 3, IN
 TE1378'SECTION 26, T 155 N, R 73 W, 100 FEET WEST OF THE CENTER LINE OF THE
 TE1378'HIGHWAY 104 FEET NORTH OF THE NORTHEAST CORNER OF A FARMHOUSE, 46 FEET
 TE1378'SOUTH OF THE MORE WESTERLY OF 2 POWER POLES, 18.4 FEET WEST OF GROSS 2
 TE1378'1954, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TE1378'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1794 ***********************************************************************
 TE1794  DESIGNATION -  GROVE
 TE1794  PID         -  TE1794
 TE1794  STATE/COUNTY-  ND/RAMSEY
 TE1794  USGS QUAD   -  CAMP GRAFTON (1994)
 TE1794
 TE1794                         *CURRENT SURVEY CONTROL
 TE1794  ___________________________________________________________________
 TE1794* NAD 83(1996)-  48 04 57.21507(N)    098 58 58.19709(W)     ADJUSTED  
 TE1794* NAVD 88     -       460.49   (+/-2cm)    1510.8    (feet)  VERTCON   
 TE1794  ___________________________________________________________________
 TE1794  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 TE1794  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 TE1794
 TE1794  HORZ ORDER  -  FIRST
 TE1794  VERT ORDER  -  THIRD ? (See Below)
 TE1794
 TE1794.The horizontal coordinates were established by classical geodetic methods
 TE1794.and adjusted by the National Geodetic Survey in January 1998..
 TE1794
 TE1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1794.The vertical order pertains to the NGVD 29 superseded value.
 TE1794
 TE1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1794
 TE1794.The geoid height was determined by GEOID03.
 TE1794
 TE1794;                    North         East     Units Scale Factor Converg.
 TE1794;SPC ND N     -   121,473.485   713,023.832   MT  0.99993584   +1 07 44.3
 TE1794;SPC ND N     -   398,535.06  2,339,317.03   iFT  0.99993584   +1 07 44.3
 TE1794;UTM  14      - 5,325,476.605   501,278.572   MT  0.99960002   +0 00 46.0
 TE1794
 TE1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1794!SPC ND N     -   0.99993154  x   0.99993584  =   0.99986739
 TE1794!UTM  14      -   0.99993154  x   0.99960002  =   0.99953159
 TE1794
 TE1794:                Primary Azimuth Mark                     Grid Az
 TE1794:SPC ND N     -  DEVILS LAKE MUN AIRPORT BCN              062 37 42.8
 TE1794:UTM  14      -  DEVILS LAKE MUN AIRPORT BCN              063 44 41.1
 TE1794
 TE1794|---------------------------------------------------------------------|
 TE1794| PID    Reference Object                     Distance      Geod. Az  |
 TE1794|                                                           dddmmss.s |
 TE1794| TE1791 DEVILS LAKE MUN AIRPORT BCN         APPROX. 6.5 KM 0634527.1 |
 TE1794| TE1782 DEVILS LAKE ST OLAF LUTH CH         APPROX.10.0 KM 0693201.1 |
 TE1794| TE1781 DEVILS LAKE ST JOSEPH CATH CH       APPROX. 9.9 KM 0704126.0 |
 TE1794| TE1779 DEVILS LAKE POST OFFICE FLAG        APPROX. 9.8 KM 0704439.1 |
 TE1794| TE1784 DEVILS LAKE KDLR RAD MAST           APPROX.10.7 KM 0722046.0 |
 TE1794| TE1778 DEVILS LAKE K AND K CABLE TV        APPROX.15.1 KM 0734717.9 |
 TE1794| TE1790 CAMP GRAFTON WATER TANK             APPROX. 5.5 KM 1193050.2 |
 TE1794| CO6910 GROVE AZ MK                                        1831105.6 |
 TE1794| SM1169 FORT TOTTEN STACK                   APPROX.11.6 KM 1831930.0 |
 TE1794| TE2312 GROVE RM 1                          148.011 METERS 22502     |
 TE1794| CO6912 GROVE RM 3                          124.983 METERS 23637     |
 TE1794| TE2313 GROVE RM 2                           99.517 METERS 26702     |
 TE1794| CO6913 GROVE RM 4                          110.009 METERS 28755     |
 TE1794| CO6911 GROVE AZ MK 2                                      3481930.0 |
 TE1794|---------------------------------------------------------------------|
 TE1794
 TE1794                          SUPERSEDED SURVEY CONTROL
 TE1794
 TE1794  NAD 83(1986)-  48 04 57.21469(N)    098 58 58.19526(W) AD(       ) 1
 TE1794  NAD 27      -  48 04 57.21880(N)    098 58 56.74700(W) AD(       ) 1
 TE1794  NGVD 29 (07/19/86)  460.13   (m)         1509.6    (f) LEVELING    3  
 TE1794
 TE1794.Superseded values are not recommended for survey control.
 TE1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1794.See file dsdata.txt to determine how the superseded data were derived.
 TE1794
 TE1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0127925477(NAD 83)
 TE1794_MARKER: DS = TRIANGULATION STATION DISK
 TE1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1794
 TE1794  HISTORY     - Date     Condition        Report By
 TE1794  HISTORY     - 1934     MONUMENTED       CGS
 TE1794  HISTORY     - 1946     GOOD             CGS
 TE1794  HISTORY     - 1967     GOOD             CGS
 TE1794
 TE1794                          STATION DESCRIPTION
 TE1794
 TE1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1794'STATION IS LOCATED IN THE GRAND HARBOR TOWNSHIP IN THE SW
 TE1794'1/4 OF SEC. 11, T 153 N, R 65 W, 6 MILES WSW OF DEVILS LAKE,
 TE1794'AND 2-1/2 MILES NNW OF LAKEWOOD.  STATION IS ON THE TOP OF
 TE1794'KNOLL, 507 FEET ENE OF THE NE CORNER OF THE GROVE SCHOOLHOUSE,
 TE1794'293.5 FEET E OF CENTER LINE OF N-S ROAD LEADING TO STATION,
 TE1794'AND 10.5 FEET ESE OF THE E EDGE OF A ROUND HOLE (ABOUT 20
 TE1794'FEET IN DIAMETER AND 4 FEET DEEP).  MARK IS ABOUT 12 INCHES
 TE1794'BELOW THE SURFACE OF THE GROUND.
 TE1794'
 TE1794'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1794'BRONZE DISKS SET IN CONCRETE.
 TE1794'
 TE1794'REFERENCE MARK NO. 1 IS SW OF THE STATION, 40 FEET W OF CENTER
 TE1794'LINE OF N-S ROAD LEADING TO STATION, AND 2 FEET N OF AN E-W
 TE1794'FENCE LINE.  MARK PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 TE1794'
 TE1794'REFERENCE MARK NO. 2 IS W OF THE STATION, 25 FEET W OF CENTERLINE
 TE1794'OF N-S ROAD LEADING TO STATION, 18 FEET N OF CENTER LINE OF SIDE
 TE1794'ROAD LEADING TO W, AND 3 FEET SW OF FENCE CORNER.  MARK PROJECTS
 TE1794'ABOUT 4 INCHES ABOVE THE GROUND.
 TE1794'
 TE1794'AZIMUTH MARK IS REACHED FROM STATION BY GOING S FOR 0.9 MILE ON
 TE1794'N-S ROAD LEADING TO STATION TO AZIMUTH ON LEFT.  IT IS 35 FEET
 TE1794'E OF CENTER LINE OF LANE, AND 200 FEET N OF END OF LANE.
 TE1794'MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 TE1794'
 TE1794'TO REACH THE STATION FROM THE RAILROAD STATION IN DEVILS LAKE,
 TE1794'GO W ON U.S. HIGHWAY 2 FOR 0.25 MILE TO THE JUNCTION OF
 TE1794'U.S. HIGHWAY 2 AND STATE HIGHWAY 19, AND TURN LEFT ON STATE
 TE1794'HIGHWAY 19 PASSING UNDER RAILROAD UNDERPASS, GO W ON STATE
 TE1794'HIGHWAY 19 FOR 5.5 MILES AND TURN LEFT (S) ONTO GRAVEL ROAD
 TE1794'AT TWO MAIL BOXES ON A WHEEL.  GO S 1.7 MILES TO TOP OF GRADE
 TE1794'AT STATION SITE JUST BEFORE REACHING GROVE SCHOOLHOUSE ON
 TE1794'RIGHT.
 TE1794'
 TE1794'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 TE1794
 TE1794                          STATION RECOVERY (1946)
 TE1794
 TE1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1794'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD
 TE1794'CONDITION.
 TE1794'A COMPLETE NEW DESCRIPTION FOLLOWS.
 TE1794'
 TE1794'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF DEVILS
 TE1794'LAKE, ON TOP OF A SMALL KNOLL IN A CULTIVATED FIELD, 507
 TE1794'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE GROVE SCHOOL
 TE1794'HOUSE, 300 FEET EAST OF THE NORTH AND SOUTH ROAD LEADING TO THE
 TE1794'STATION, AND 10 FEET EAST OF AN OLD BASEMENT.  THE MARK IS ABOUT
 TE1794'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 TE1794'STAMPED GROVE 1934.
 TE1794'
 TE1794'REFERENCE MARK NO. 1 IS 485.60 FEET SOUTHWEST OF THE STATION,
 TE1794'171 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 TE1794'HOUSE, 43 FEET WEST OF THE CENTERLINE OF THE NORTH AND SOUTH
 TE1794'ROAD, 14 FEET WEST OF A FENCE CORNER AND 2 FEET NORTH OF
 TE1794'THE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TE1794'GROVE NO 1 1934.
 TE1794'
 TE1794'REFERENCE MARK NO. 2 IS 326.50 FEET WEST OF THE STATION,
 TE1794'230 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL
 TE1794'HOUSE, 25 FEET WEST OF THE CENTERLINE OF THE NORTH AND SOUTH
 TE1794'ROAD, 5 FEET SOUTHWEST OF A WITNESS POST AND 3 FEET SOUTHWEST
 TE1794'OF A FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND AND THE
 TE1794'DISK IS STAMPED GROVE NO 2 1934.
 TE1794'
 TE1794'AZIMUTH MARK IS ABOUT 0.9 MILE SOUTH OF THE STATION, ON THE
 TE1794'WEST SLOPE OF A SMALL KNOLL, 135 FEET SOUTHEAST OF THE EAST
 TE1794'GATE POST, 42 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 2
 TE1794'FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 TE1794'THE DISK IS STAMPED GROVE AZI 1934.
 TE1794'
 TE1794'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 2 AND
 TE1794'STATE HIGHWAY NO. 19 ABOUT 1/2 MILE WEST OF DEVILS LAKE,
 TE1794'GO WEST FOR 5.3 MILES TO A CROSSROAD, TURN LEFT FOR 1.7 MILE
 TE1794'TO SCHOOL ON THE RIGHT AND STATION ABOUT 100 YARDS TO THE
 TE1794'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO AZIMUTH ON
 TE1794'THE LEFT, JUST AFTER PASSING THROUGH GATE.
 TE1794'
 TE1794'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 TE1794
 TE1794                          STATION RECOVERY (1967)
 TE1794
 TE1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1794'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 TE1794'RECOVERED.  THE REMAINS OF REFERENCE MARK 2 WAS FOUND.  STATEMENT
 TE1794'MADE BY THE LAND OWNER, REFERENCE MARK 1 WILL BE DESTROYED.  IN
 TE1794'THE NEAR FUTURE THE ORIGINAL AZIMUTH MARK WILL PROBABLY BE
 TE1794'DESTROYED BY EROSION.  A NEW AZIMUTH MARK AND TWO NEW REFERENCE
 TE1794'MARKS WERE ESTABLISHED.  FOLLOWING IS A COMPLETE NEW
 TE1794'DESCRIPTION.
 TE1794'
 TE1794'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF DEVILS LAKE,
 TE1794'1-3/4 MILES SOUTH OF STATE HIGHWAY 19 AND ON THE HIGHEST POINT
 TE1794'OF A SMALL KNOLL IN CULTIVATED FIELD.
 TE1794'
 TE1794'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TE1794'HIGHWAY 19 AT THE WEST EDGE OF DEVILS LAKE, GO WEST ON STATE
 TE1794'HIGHWAY 19 FOR 5.45 MILES TO A GRAVELED SIDE ROAD ON THE
 TE1794'LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.7 MILES
 TE1794'TO A GRAVELED SIDE ROAD ON THE RIGHT AND THE STATION ON THE
 TE1794'LEFT.
 TE1794'
 TE1794'STATION MARK IS A STANDARD DISK, STAMPED GROVE 1934, SET
 TE1794'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS 8
 TE1794'INCHES BELOW THE GROUND SURFACE.  IT IS 300.0 FEET EAST OF
 TE1794'THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD.
 TE1794'THE SURFACE STATION MARK WAS SET UNDERGROUND TO FACILITATE
 TE1794'CULTIVATION.
 TE1794'
 TE1794'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GROVE NO 1 1934,
 TE1794'SET IN THE TOP OF A ROUND CONCRETE POST, 10 INCHES IN DIAMETER,
 TE1794'THAT PROJECTS 2 INCHES.  IT IS 44.0 FEET WEST OF THE CENTERLINE
 TE1794'OF THE NORTH-SOUTH GRAVELED ROAD AND 15.8 FEET NORTH OF A
 TE1794'POWER LINE POLE.
 TE1794'
 TE1794'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GROVE NO 3 1934
 TE1794'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TE1794'IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 TE1794'176.5 FEET NORTH OF THE CENTERLINE OF THE NORTH-SOUTH GRAVELED
 TE1794'ROAD, 42.4 FEET WEST OF THE CENTERLINE OF AN EAST-WEST GRAVELED
 TE1794'ROAD AND 27.0 FEET SOUTH OF A FIELD ENTRANCE ROAD.  THE
 TE1794'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 410.52 FEET OR
 TE1794'(125.126) METERS.
 TE1794'
 TE1794'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED GROVE NO 4 1934
 TE1794'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 TE1794'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 164.2
 TE1794'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST GRAVELED
 TE1794'ROAD, 45.1 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 TE1794'GRAVELED ROAD AND 1.5 FEET SOUTH OF A POWER LINE POLE.  THE
 TE1794'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 361.18 FEET OR
 TE1794'(110.088) METERS.
 TE1794'
 TE1794'AZIMUTH MARK IS A STANDARD DISK, STAMPED GROVE 1934, SET
 TE1794'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1794'THAT IS FLUSH WITH THE GROUND.  IT IS 47.5 FEET NORTH OF A
 TE1794'TELEPHONE LINE POLE, 36.5 FEET EAST OF THE CENTERLINE OF A
 TE1794'NORTH-SOUTH GRAVELED ROAD, 1.5 FEET WEST OF A NORTH-SOUTH
 TE1794'FENCE AND 2.0 FEET WEST OF A WOODEN WITNESS POST.  TO REACH
 TE1794'THE MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD FOR
 TE1794'0.9 MILE TO THE MARK ON THE LEFT.
 TE1794'
 TE1794'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED GROVE 1934 AZI
 TE1794'2 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TE1794'IN DIAMETER, THAT PROJECTS 3 INCHES.  IT IS 45.0 FEET WEST
 TE1794'OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 2.0 FEET
 TE1794'SOUTH OF A POWER LINE POLE AND 2.0 FEET NORTHEAST OF A WITNESS
 TE1794'POST.  TO REACH THE MARK FROM THE STATION, GO NORTH ON GRAVELED
 TE1794'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 TE1794'
 TE1794'NOTE.  REFERENCE MARK 3 TO REFERENCE MARK 4 IS 336.86 FEET OR
 TE1794'(102.675) METERS.
 TE1794'
 TE1794'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 TE1794'
 TE1794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 TE1794'WEST-SOUTHWEST OF DEVILS LAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1851 ***********************************************************************
 TG1851  DESIGNATION -  GROVE
 TG1851  PID         -  TG1851
 TG1851  STATE/COUNTY-  ND/WILLIAMS
 TG1851  USGS QUAD   -  RAY (1978)
 TG1851
 TG1851                         *CURRENT SURVEY CONTROL
 TG1851  ___________________________________________________________________
 TG1851* NAD 83(1996)-  48 17 19.57346(N)    103 11 43.78207(W)     ADJUSTED  
 TG1851* NAVD 88     -       740.     (meters)    2428.     (feet)  SCALED    
 TG1851  ___________________________________________________________________
 TG1851  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 TG1851  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1851
 TG1851  HORZ ORDER  -  SECOND
 TG1851
 TG1851.The horizontal coordinates were established by classical geodetic methods
 TG1851.and adjusted by the National Geodetic Survey in January 1998..
 TG1851
 TG1851.The orthometric height was scaled from a topographic map.
 TG1851
 TG1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1851
 TG1851.The geoid height was determined by GEOID03.
 TG1851
 TG1851;                    North         East     Units Scale Factor Converg.
 TG1851;SPC ND N     -   146,788.581   400,025.280   MT  0.99994217   -2 00 20.9
 TG1851;SPC ND N     -   481,589.83  1,312,418.90   iFT  0.99994217   -2 00 20.9
 TG1851;UTM  13      - 5,349,970.411   633,852.529   MT  0.99982014   +1 20 50.2
 TG1851
 TG1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1851!SPC ND N     -   0.99988695  x   0.99994217  =   0.99982913
 TG1851!UTM  13      -   0.99988695  x   0.99982014  =   0.99970711
 TG1851
 TG1851|---------------------------------------------------------------------|
 TG1851| PID    Reference Object                     Distance      Geod. Az  |
 TG1851|                                                           dddmmss.s |
 TG1851| CQ7738 GROVE RM 1                            8.099 METERS 00008     |
 TG1851| TG1853 RAY RAY MUNICIPAL TANK              APPROX. 6.9 KM 0173249.2 |
 TG1851| TG1854 GROVE 2                              15.792 METERS 08850     |
 TG1851| CQ7740 GROVE 2 AZ MK                                      1785707.7 |
 TG1851| CQ7739 GROVE RM 2                           13.680 METERS 17908     |
 TG1851| CQ7737 GROVE AZ MK                                        3593417.6 |
 TG1851|---------------------------------------------------------------------|
 TG1851
 TG1851                          SUPERSEDED SURVEY CONTROL
 TG1851
 TG1851  NAD 83(1986)-  48 17 19.57263(N)    103 11 43.78035(W) AD(       ) 2
 TG1851  NAD 27      -  48 17 19.50900(N)    103 11 42.11100(W) AD(       ) 2
 TG1851
 TG1851.Superseded values are not recommended for survey control.
 TG1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1851.See file dsdata.txt to determine how the superseded data were derived.
 TG1851
 TG1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP3385349970(NAD 83)
 TG1851_MARKER: DS = TRIANGULATION STATION DISK
 TG1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1851
 TG1851  HISTORY     - Date     Condition        Report By
 TG1851  HISTORY     - 1945     MONUMENTED       CGS
 TG1851  HISTORY     - 1974     SEE DESCRIPTION  NGS
 TG1851
 TG1851                          STATION DESCRIPTION
 TG1851
 TG1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1851'STATION IS LOCATED ON A SLIGHT RISE IN ROLLING LAND, ABOUT
 TG1851'4 MILES SSW OF THE VILLAGE OF RAY.  THE MARK IS SITUATED ON
 TG1851'THE E RIGHT-OF-WAY LINE OF A N-S GRADE ROAD AND 43 FEET E OF
 TG1851'ITS APPROXIMATE CENTER.  A STANDARD WITNESS POST WAS PLACED
 TG1851'7 FEET W OF THE MARK.  THE MARK PROJECTS 6 INCHES AND THE
 TG1851'DISK IS STAMPED GROVE 1945.
 TG1851'
 TG1851'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1851'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1851'CONCRETE.
 TG1851'
 TG1851'REFERENCE MARK 1 IS 26.58 FEET N OF THE STATION, IN THE FENCE
 TG1851'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TG1851'GROVE NO 1 1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 TG1851'OF A CONCRETE POST.
 TG1851'
 TG1851'REFERENCE MARK 2 IS 44.92 FEET S OF THE STATION, IN THE FENCE
 TG1851'LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TG1851'GROVE NO 2 1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP
 TG1851'OF A CONCRETE POST.
 TG1851'
 TG1851'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE N OF THE STATION,
 TG1851'35 FEET E OF THE APPROXIMATE CENTER OF THE DIRT ROAD, AND
 TG1851'4.5 FEET N OF A STANDARD WITNESS POST.  THE MARK PROJECTS
 TG1851'6 INCHES AND THE DISK IS STAMPED GROVE 1945.  IT IS A BRONZE
 TG1851'AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 TG1851'
 TG1851'TO REACH THE STATION FROM THE VILLAGE OF RAY, GO S ON A
 TG1851'GRAVELED ROAD, FROM THE E END OF THE UNDERPASS, FOR 0.5
 TG1851'MILE, TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD
 TG1851'FOR 2.85 MILES, TURN LEFT AND GO 1.4 MILES TO THE AZIMUTH
 TG1851'MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.35 MILE TO THE STATION
 TG1851'ON THE LEFT.
 TG1851'
 TG1851'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 TG1851
 TG1851                          STATION RECOVERY (1974)
 TG1851
 TG1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TG1851'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 TG1851'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 TG1851'FOUND IN POOR CONDITION, APPARENTLY BUMPED BY FARM MACHINERY,
 TG1851'THE DISTANCE DIFFERED BY .013 METERS AND THE DIRECTION BY
 TG1851'5-MINUTES.
 TG1851'
 TG1851'DUE TO ROAD IMPROVEMENTS THE TOWN BOARD REQUESTED THAT ALL
 TG1851'OF THE MARKS BE MOVED.  STATION GROVE 2 WITH AN AZIMUTH MARK
 TG1851'WAS ESTABLISHED IN 1974, AND REFERENCE MARKS NO. 3 AND NO. 4
 TG1851'WERE SET IN 1975 UPON COMPLETION OF THE ROAD WORK.  ALL OF
 TG1851'THE MARKS OF STATION GROVE 1945 WERE REMOVED AT THIS TIME.
 TG1851'
 TG1851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 TG1851'MILES SSW OF RAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1854 ***********************************************************************
 TG1854  DESIGNATION -  GROVE 2
 TG1854  PID         -  TG1854
 TG1854  STATE/COUNTY-  ND/WILLIAMS
 TG1854  USGS QUAD   -  RAY (1978)
 TG1854
 TG1854                         *CURRENT SURVEY CONTROL
 TG1854  ___________________________________________________________________
 TG1854* NAD 83(1996)-  48 17 19.58392(N)    103 11 43.01612(W)     ADJUSTED  
 TG1854* NAVD 88     -       740.     (meters)    2428.     (feet)  SCALED    
 TG1854  ___________________________________________________________________
 TG1854  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 TG1854  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1854
 TG1854  HORZ ORDER  -  THIRD
 TG1854
 TG1854.The horizontal coordinates were established by classical geodetic methods
 TG1854.and adjusted by the National Geodetic Survey in January 1998..
 TG1854.No horizontal observational check was made to the station.
 TG1854
 TG1854.The orthometric height was scaled from a topographic map.
 TG1854
 TG1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1854
 TG1854.The geoid height was determined by GEOID03.
 TG1854
 TG1854;                    North         East     Units Scale Factor Converg.
 TG1854;SPC ND N     -   146,788.352   400,041.070   MT  0.99994217   -2 00 20.3
 TG1854;SPC ND N     -   481,589.08  1,312,470.70   iFT  0.99994217   -2 00 20.3
 TG1854;UTM  13      - 5,349,971.105   633,868.303   MT  0.99982019   +1 20 50.8
 TG1854
 TG1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1854!SPC ND N     -   0.99988695  x   0.99994217  =   0.99982913
 TG1854!UTM  13      -   0.99988695  x   0.99982019  =   0.99970716
 TG1854
 TG1854:                Primary Azimuth Mark                     Grid Az
 TG1854:SPC ND N     -  RAY RAY MUNICIPAL TANK                   019 25 41.1
 TG1854:UTM  13      -  RAY RAY MUNICIPAL TANK                   016 04 30.0
 TG1854
 TG1854|---------------------------------------------------------------------|
 TG1854| PID    Reference Object                     Distance      Geod. Az  |
 TG1854|                                                           dddmmss.s |
 TG1854| TG1853 RAY RAY MUNICIPAL TANK              APPROX. 6.9 KM 0172520.8 |
 TG1854| CQ7740 GROVE 2 AZ MK                                      1804416.8 |
 TG1854| TG1855 WHEELOCK TV STA KUMV MAST           APPROX. 2.2 KM 1935625.1 |
 TG1854| CQ7741 GROVE 2 RM 3                                       25106     |
 TG1854| TG1851 GROVE                                15.792 METERS 26850     |
 TG1854| CQ7742 GROVE 2 RM 4                                       28637     |
 TG1854| CQ7738 GROVE RM 1                           17.589 METERS 29614     |
 TG1854| CQ7737 GROVE AZ MK                                        3574934.2 |
 TG1854|---------------------------------------------------------------------|
 TG1854
 TG1854                          SUPERSEDED SURVEY CONTROL
 TG1854
 TG1854  NAD 83(1986)-  48 17 19.58309(N)    103 11 43.01439(W) AD(       ) 3
 TG1854  NAD 27      -  48 17 19.51946(N)    103 11 41.34508(W) AD(       ) 3
 TG1854
 TG1854.Superseded values are not recommended for survey control.
 TG1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1854.See file dsdata.txt to determine how the superseded data were derived.
 TG1854
 TG1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP3386849971(NAD 83)
 TG1854_MARKER: DS = TRIANGULATION STATION DISK
 TG1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1854
 TG1854  HISTORY     - Date     Condition        Report By
 TG1854  HISTORY     - 1974     MONUMENTED       NGS
 TG1854
 TG1854                          STATION DESCRIPTION
 TG1854
 TG1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 TG1854'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF RAY, ON A
 TG1854'SLIGHT RISE ALONG A GRAVELED ROAD, THE STATION MARK IS IN A
 TG1854'CULTIVATED FIELD OWNED BY MR. VERNON SOINE OF RAY.
 TG1854'
 TG1854'TO REACH THE STATION FROM THE UNDERPASS ON U.S. HIGHWAY 2 AT THE EAST
 TG1854'EDGE OF RAY, GO EAST ON HIGHWAY 2 FOR 0.1 MILE TO A GRAVELED ROAD ON
 TG1854'THE RIGHT, TURN HARD RIGHT AND GO SOUTHWEST AND SOUTH FOR 0.5 MILE
 TG1854'TO A ROAD FORK, TURN RIGHT AND FOLLOW THE MAIN GRAVELED ROAD
 TG1854'WESTERLY FOR 2.95 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 TG1854'1.75 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 TG1854'
 TG1854'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON THE
 TG1854'GRAVELED ROAD 0.3 MILE TO A CROSSROAD AND THE MARK IN THE SOUTHEAST
 TG1854'CORNER OF THE INTERSECTION AS DESCRIBED.
 TG1854'
 TG1854'THE STATION MARK IS A STANDARD DISK STAMPED GROVE 2 1974, THE
 TG1854'UNDERGROUND MARK IS SET IN A MASS OF CONCRETE 4-FEET BELOW THE
 TG1854'SURFACE, THE TOP MARK IS SET IN A ROUND CONCRETE MONUMENT 18-INCHES
 TG1854'BELOW GROUND SURFACE.  IT IS 258 FEET NORTHEAST OF THE NORTH GATE
 TG1854'POST OF THE WIRE GATE IN THE FENCE ON THE WEST SIDE OF THE ROAD, 154
 TG1854'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 94 FEET EAST OF THE
 TG1854'CENTER OF THE TOWN ROAD.
 TG1854'
 TG1854'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GROVE 2 1974 NO. 3
 TG1854'1975 SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TG1854'GROUND.  IT IS 155 FEET NORTH OF THE NORTH GATE POST, 60 FEET WEST
 TG1854'OF THE CENTER OF THE ROAD, 1-FOOT EAST OF THE FENCE, AND 1.9 FEET
 TG1854'NORTH OF A METAL WITNESS POST.
 TG1854'
 TG1854'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED GROVE 2 1974 NO. 4
 TG1854'1975 SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TG1854'GROUND.  IT IS 254 FEET NORTH OF THE NORTH GATE POST, 60 FEET WEST
 TG1854'OF THE CENTER OF THE ROAD, 1-FOOT EAST OF THE FENCE, AND 1.9 FOOT
 TG1854'SOUTH OF A METAL WITNESS POST.
 TG1854'
 TG1854'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED GROVE 2
 TG1854'1974 AZ, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TG1854'4-INCHES.  IT IS 83 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 TG1854'68 FEET EAST OF THE NORTH-SOUTH ROAD, 2.5 FEET EAST OF A POWER
 TG1854'POLE, AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 TG1854'
 TG1854'NEAREST TOWN--RAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1965 ***********************************************************************
 TG1965  DESIGNATION -  GUBERT
 TG1965  PID         -  TG1965
 TG1965  STATE/COUNTY-  ND/DIVIDE
 TG1965  USGS QUAD   -  AMBROSE (1948)
 TG1965
 TG1965                         *CURRENT SURVEY CONTROL
 TG1965  ___________________________________________________________________
 TG1965* NAD 83(1996)-  48 59 17.49240(N)    103 24 38.24646(W)     ADJUSTED  
 TG1965* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 TG1965  ___________________________________________________________________
 TG1965  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TG1965  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG1965
 TG1965  HORZ ORDER  -  THIRD
 TG1965
 TG1965.The horizontal coordinates were established by classical geodetic methods
 TG1965.and adjusted by the National Geodetic Survey in January 1998..
 TG1965
 TG1965.The orthometric height was scaled from a topographic map.
 TG1965
 TG1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1965
 TG1965.The geoid height was determined by GEOID03.
 TG1965
 TG1965;                    North         East     Units Scale Factor Converg.
 TG1965;SPC ND N     -   225,090.791   387,011.919   MT  1.00006054   -2 09 57.2
 TG1965;SPC ND N     -   738,486.85  1,269,724.14   iFT  1.00006054   -2 09 57.2
 TG1965;UTM  13      - 5,427,360.262   616,276.397   MT  0.99976609   +1 11 58.0
 TG1965
 TG1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1965!SPC ND N     -   0.99990908  x   1.00006054  =   0.99996961
 TG1965!UTM  13      -   0.99990908  x   0.99976609  =   0.99967519
 TG1965
 TG1965:                Primary Azimuth Mark                     Grid Az
 TG1965:SPC ND N     -  NAT                                      266 53 19.1
 TG1965:UTM  13      -  NAT                                      263 31 23.9
 TG1965
 TG1965|---------------------------------------------------------------------|
 TG1965| PID    Reference Object                     Distance      Geod. Az  |
 TG1965|                                                           dddmmss.s |
 TG1965| TG2085 NAT                                 APPROX. 4.0 KM 2644321.9 |
 TG1965|---------------------------------------------------------------------|
 TG1965
 TG1965                          SUPERSEDED SURVEY CONTROL
 TG1965
 TG1965  NAD 83(1986)-  48 59 17.49517(N)    103 24 38.23692(W) AD(       ) 3
 TG1965
 TG1965.Superseded values are not recommended for survey control.
 TG1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1965.See file dsdata.txt to determine how the superseded data were derived.
 TG1965
 TG1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1627627360(NAD 83)
 TG1965_MARKER: DD = SURVEY DISK
 TG1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1965_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1965+STABILITY: SURFACE MOTION
 TG1965
 TG1965  HISTORY     - Date     Condition        Report By
 TG1965  HISTORY     - 1911     MONUMENTED       IBC
 TG1965
 TG1965                          STATION DESCRIPTION
 TG1965
 TG1965'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1965'ABOUT THREE - FOURTHS MILE SOUTH OF INTERNATIONAL BOUNDARY MONUMENT
 TG1965'603, NEAR THE CENTER OF SECTION 33, TOWNSHIP 164 N, RANGE 98 W, FIFTH
 TG1965'PRINCIPAL MERIDIAN.  THE STATION IS ON A SLIGHT RISE IN THE ROAD
 TG1965'RESERVATION.
 TG1965'
 TG1965'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1965'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0635 ***********************************************************************
 RQ0635  DESIGNATION -  GUELPH
 RQ0635  PID         -  RQ0635
 RQ0635  STATE/COUNTY-  ND/DICKEY
 RQ0635  USGS QUAD   -  GUELPH (1955)
 RQ0635
 RQ0635                         *CURRENT SURVEY CONTROL
 RQ0635  ___________________________________________________________________
 RQ0635* NAD 83(1996)-  46 02 04.78019(N)    098 11 40.55479(W)     ADJUSTED  
 RQ0635* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 RQ0635  ___________________________________________________________________
 RQ0635  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 RQ0635  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 RQ0635
 RQ0635  HORZ ORDER  -  FIRST
 RQ0635
 RQ0635.The horizontal coordinates were established by classical geodetic methods
 RQ0635.and adjusted by the National Geodetic Survey in January 1998..
 RQ0635
 RQ0635.The orthometric height was scaled from a topographic map.
 RQ0635
 RQ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0635
 RQ0635.The geoid height was determined by GEOID03.
 RQ0635
 RQ0635;                    North         East     Units Scale Factor Converg.
 RQ0635;SPC ND S     -    43,524.229   778,452.646   MT  1.00003254   +1 40 53.5
 RQ0635;SPC ND S     -   142,796.03  2,553,978.50   iFT  1.00003254   +1 40 53.5
 RQ0635;SPC SD N     -   246,193.737   739,765.548   MT  1.00008681   +1 16 39.9
 RQ0635;SPC SD N     -   807,720.62  2,427,047.47   sFT  1.00008681   +1 16 39.9
 RQ0635;UTM  14      - 5,098,213.897   562,325.074   MT  0.99964775   +0 34 47.0
 RQ0635
 RQ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0635!SPC ND S     -   0.99993834  x   1.00003254  =   0.99997088
 RQ0635!SPC SD N     -   0.99993834  x   1.00008681  =   1.00002514
 RQ0635!UTM  14      -   0.99993834  x   0.99964775  =   0.99958611
 RQ0635
 RQ0635|---------------------------------------------------------------------|
 RQ0635| PID    Reference Object                     Distance      Geod. Az  |
 RQ0635|                                                           dddmmss.s |
 RQ0635| CO5113 GUELPH RM 3                          14.634 METERS 00328     |
 RQ0635| RQ0632 OAKES MUNICIPAL TANK                APPROX.13.8 KM 0340355.5 |
 RQ0635| CO5110 GUELPH AZ MK                                       1663148.2 |
 RQ0635| CO5111 GUELPH RM 1                          26.496 METERS 17114     |
 RQ0635| QR0566 DICKEY COUNTY CHURCH COUNTRY        APPROX.24.2 KM 2243551.8 |
 RQ0635| CO5112 GUELPH RM 2                          60.256 METERS 30352     |
 RQ0635| RQ0638 NORWEGIAN LUTH CH NW OF OAKES       APPROX.14.5 KM 3535157.5 |
 RQ0635|---------------------------------------------------------------------|
 RQ0635
 RQ0635                          SUPERSEDED SURVEY CONTROL
 RQ0635
 RQ0635  NAD 83(1986)-  46 02 04.78665(N)    098 11 40.55383(W) AD(       ) 1
 RQ0635  NAD 27      -  46 02 04.89000(N)    098 11 39.18700(W) AD(       ) 1
 RQ0635
 RQ0635.Superseded values are not recommended for survey control.
 RQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0635.See file dsdata.txt to determine how the superseded data were derived.
 RQ0635
 RQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR6232598214(NAD 83)
 RQ0635_MARKER: DS = TRIANGULATION STATION DISK
 RQ0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0635
 RQ0635  HISTORY     - Date     Condition        Report By
 RQ0635  HISTORY     - 1934     MONUMENTED       CGS
 RQ0635  HISTORY     - 1974     GOOD             USAF
 RQ0635  HISTORY     - 1976     GOOD             NGS
 RQ0635
 RQ0635                          STATION DESCRIPTION
 RQ0635
 RQ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0635'STATION IS LOCATED IN THE NE 1/4 SEC. 33, T 130 N, R 60 W,
 RQ0635'APPROXIMATELY 2.0 MILES E AND 0.85 MILE N OF GUELPH.  3.3
 RQ0635'MILES W, AND 1.85 MILES N OF LUDDEN, DICKEY COUNTY ON LAND
 RQ0635'OWNED BY A.A. BARSTEN.  IT IS LOCATED IN FARMYARD OF A.A. BARSTEN,
 RQ0635'48 FEET NE OF NE CORNER OF HOUSE, 42 FEET W OF N-S DIRT ROAD
 RQ0635'LEADING TO STATION, 33 FEET S OF CENTER LINE OF FARM ROAD.
 RQ0635'
 RQ0635'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0635'BRONZE DISKS SET IN CONCRETE.
 RQ0635'
 RQ0635'REFERENCE MARK NO. 1 IS 87.00 FEET, 26.513 METERS S OF STATION,
 RQ0635'35 FEET W OF CENTER LINE OF N-S ROAD.
 RQ0635'
 RQ0635'REFERENCE MARK NO. 2 IS 197.69 FEET, 60.259 METERS, NW OF
 RQ0635'STATION IN N-S FENCE LINE.
 RQ0635'
 RQ0635'AZIMUTH MARK IS 0.8 MILE SE OF STATION, 26 FEET N OF CENTER
 RQ0635'LINE OF E-W ROAD.  MARK IS REACHED FROM STATION BY GOING S ON
 RQ0635'ROAD LEADING TO STATION FOR 0.8 MILE THENCE E FOR 0.2 MILE
 RQ0635'TO MARK ON LEFT.
 RQ0635'
 RQ0635'STATION IS REACHED FROM THE RAILROAD DEPOT IN GUELPH BY GOING
 RQ0635'E ON DIRT ROAD (SECTION LINE) ALONG THE N SIDE OF RAILROAD TRACKS
 RQ0635'FOR 1.8 MILES TO SECTION CORNER, THENCE LEFT AND N ON GRADED
 RQ0635'DIRT ROAD FOR 0.85 MILE TO FARM BUILDINGS AND STATION ON LEFT.
 RQ0635'
 RQ0635'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0635
 RQ0635                          STATION RECOVERY (1974)
 RQ0635
 RQ0635'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0635'STATION MARK, AZIMUTH MARK, REFERENCE MARK 2 WERE FOUND TO BE
 RQ0635'IN GOOD CONDITION.
 RQ0635'
 RQ0635'REFERENCE MARK 1 WAS DESTROYED.
 RQ0635'
 RQ0635'ROUTE DESCRIPTION IS ADEQUATE, EXCEPT HOUSE MENTIONED IN FIRST
 RQ0635'PARAGRAPH OF 1934 DESCRIPTION IS NO LONGER THERE.  FOUNDATION
 RQ0635'OF THE HOUSE IS THERE PROVIDING A BASIS FOR MEASUREMENTS.
 RQ0635
 RQ0635                          STATION RECOVERY (1976)
 RQ0635
 RQ0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RQ0635'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 RQ0635'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND IN POOR
 RQ0635'CONDITION BUT SOLID, IT WAS LEFT INTACT AS FOUND.  THE HOUSE
 RQ0635'DESCRIBED IN THE 1934 DESCRIPTION HAS BEEN REMOVED, BUT THE
 RQ0635'BASEMENT FOUNDATION REMAINS.  REFERENCE MARK NO. 3 WAS SET.
 RQ0635'
 RQ0635'A NEW DESCRIPTION FOLLOWS--
 RQ0635'
 RQ0635'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF LUDDEN, 2 MILES
 RQ0635'EAST AND 0.8 NORTH OF GUELPH, ON A LOW HILL, AT AN ABANDONED
 RQ0635'BUILDING SITE ALONG THE WEST SIDE OF A GRADED ROAD, IN THE NE 1/4 OF
 RQ0635'SEC 33, T 130 N, R 60 W, ON PROPERTY OWNED BY MR. ALLEN HANSEN,
 RQ0635'LUDDEN, NORTH DAKOTA 58462.
 RQ0635'
 RQ0635'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 12 AND A
 RQ0635'GRAVELED CROSSROAD IN THE WEST PART OF GUELPH JUST NORTH OF THE
 RQ0635'RAILROAD TRACKS, GO EAST ON THE GRAVELED ROAD 2.0 MILES TO A SIDE
 RQ0635'ROAD LEFT(*), TURN LEFT AND GO NORTH 0.85 MILE TO A FIELD ENTRANCE ON
 RQ0635'THE LEFT AND THE STATION AS DESCRIBED.
 RQ0635'
 RQ0635'(*) TO REACH THE AZIMUTH FROM THE JUNCTION WITH THE SIDE ROAD LEFT, GO
 RQ0635'EAST ON THE GRAVELED ROAD 0.2 MILE TO THE MARK ON THE LEFT AS
 RQ0635'DESCRIBED.
 RQ0635'
 RQ0635'THE STATION MARK IS A STANDARD DISK STAMPED GUELPH 1934, SET IN THE
 RQ0635'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 51
 RQ0635'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OLD HOUSE BASEMENT,
 RQ0635'41 FEET WEST OF THE CENTER OF THE ROAD, 22 FEET SOUTH OF THE
 RQ0635'CENTER OF THE FIELD ENTRANCE, AND 2.5 FEET WEST OF A METAL WITNESS
 RQ0635'POST.
 RQ0635'
 RQ0635'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GUELPH NO 1 1934,
 RQ0635'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0635'16-INCHES.  IT IS 110 FEET SOUTH OF THE CENTER OF THE FIELD
 RQ0635'ENTRANCE, 87 FEET SOUTH OF A METAL WITNESS POST, AND 29 FEET WEST
 RQ0635'OF THE CENTER OF THE ROAD.
 RQ0635'
 RQ0635'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GUELPH NO 2 1934,
 RQ0635'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0635'5-INCHES.  IT IS 205 FEET WEST OF THE CENTER OF THE ROAD, 212 FEET
 RQ0635'NORTHWEST OF THE CENTER OF THE FIELD ENTRANCE AND THE WEST EDGE OF
 RQ0635'THE ROAD, AND 1.2 FEET NORTHEAST OF A METAL WITNESS POST.  THIS
 RQ0635'IS IN A GRASSED AREA IN THE SOUTH PART OF AN EAST-WEST GROVE OF
 RQ0635'TREES.
 RQ0635'
 RQ0635'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GUELPH 1934 NO 3
 RQ0635'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0635'2-INCHES.  IT IS 38 FEET WEST OF THE CENTER OF THE ROAD, 24 FEET
 RQ0635'NORTH OF THE CENTER OF THE FIELD ENTRANCE, AND 1.4 FEET SOUTH OF A
 RQ0635'METAL WITNESS POST.
 RQ0635'
 RQ0635'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUELPH AZI 1934, SET IN
 RQ0635'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  IT
 RQ0635'IS IN A ROUNDED MOUND OF EARTH 2-FEET HIGH IN THE CENTER OF A
 RQ0635'GRASSED DITCH, 308 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, AND
 RQ0635'24 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.  A WITNESS POST
 RQ0635'WAS NOT SET AS THE AREA IS MOWED.
 RQ0635'
 RQ0635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES ENE
 RQ0635'OF GUELPH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1724 ***********************************************************************
 SN1724  DESIGNATION -  GUIDE MERIDIAN
 SN1724  PID         -  SN1724
 SN1724  STATE/COUNTY-  ND/MERCER
 SN1724  USGS QUAD   -  BEULAH NE (1977)
 SN1724
 SN1724                         *CURRENT SURVEY CONTROL
 SN1724  ___________________________________________________________________
 SN1724* NAD 83(1996)-  47 29 42.49296(N)    101 46 49.59720(W)     ADJUSTED  
 SN1724* NAVD 88     -       586.     (meters)    1923.     (feet)  SCALED    
 SN1724  ___________________________________________________________________
 SN1724  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 SN1724  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SN1724
 SN1724  HORZ ORDER  -  SECOND
 SN1724
 SN1724.The horizontal coordinates were established by classical geodetic methods
 SN1724.and adjusted by the National Geodetic Survey in January 1998..
 SN1724
 SN1724.The orthometric height was scaled from a topographic map.
 SN1724
 SN1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1724
 SN1724.The geoid height was determined by GEOID03.
 SN1724
 SN1724;                    North         East     Units Scale Factor Converg.
 SN1724;SPC ND S     -   204,041.443   503,521.943   MT  1.00000236   -0 56 02.2
 SN1724;SPC ND S     -   669,427.31  1,651,974.88   iFT  1.00000236   -0 56 02.2
 SN1724;SPC ND N     -    55,851.857   503,523.462   MT  0.99998842   -0 57 10.2
 SN1724;SPC ND N     -   183,241.00  1,651,979.86   iFT  0.99998842   -0 57 10.2
 SN1724;UTM  14      - 5,263,936.709   290,582.980   MT  1.00013897   -2 03 01.9
 SN1724
 SN1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1724!SPC ND S     -   0.99991109  x   1.00000236  =   0.99991345
 SN1724!SPC ND N     -   0.99991109  x   0.99998842  =   0.99989952
 SN1724!UTM  14      -   0.99991109  x   1.00013897  =   1.00005005
 SN1724
 SN1724:                Primary Azimuth Mark                     Grid Az
 SN1724:SPC ND S     -  BERTHOLD                                 335 00 33.5
 SN1724:SPC ND N     -  BERTHOLD                                 335 01 41.5
 SN1724:UTM  14      -  BERTHOLD                                 336 07 33.2
 SN1724
 SN1724|---------------------------------------------------------------------|
 SN1724| PID    Reference Object                     Distance      Geod. Az  |
 SN1724|                                                           dddmmss.s |
 SN1724| SN1752 BERTHOLD                            APPROX. 8.3 KM 3340431.3 |
 SN1724|---------------------------------------------------------------------|
 SN1724
 SN1724                          SUPERSEDED SURVEY CONTROL
 SN1724
 SN1724  NAD 83(1986)-  47 29 42.49096(N)    101 46 49.59005(W) AD(       ) 2
 SN1724  NAD 27      -  47 29 42.48500(N)    101 46 47.97400(W) AD(       ) 2
 SN1724
 SN1724.Superseded values are not recommended for survey control.
 SN1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1724.See file dsdata.txt to determine how the superseded data were derived.
 SN1724
 SN1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9058363937(NAD 83)
 SN1724_MARKER: Z = SEE DESCRIPTION
 SN1724_SETTING: 0 = UNSPECIFIED SETTING
 SN1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1724
 SN1724  HISTORY     - Date     Condition        Report By
 SN1724  HISTORY     - 1889     MONUMENTED       MORC
 SN1724
 SN1724                          STATION DESCRIPTION
 SN1724
 SN1724'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1724'GUIDE MERIDIAN IS ON RIGHT BANK, ON OPEN PRAIRIE, 1-1/2 MILES
 SN1724'FROM RIVER, AND 30 FEET NORTHWEST FROM A DIRT MONUMENT OF THE
 SN1724'TWELFTH GUIDE MERIDIAN.  TRIANGULATION STATION IS ABOUT 2 MILES
 SN1724'SOUTHEAST FROM FORT BERTHOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0848 ***********************************************************************
 SO0848  DESIGNATION -  GULLICKSON
 SO0848  PID         -  SO0848
 SO0848  STATE/COUNTY-  ND/MCKENZIE
 SO0848  USGS QUAD   -  BEAR BUTTE (1972)
 SO0848
 SO0848                         *CURRENT SURVEY CONTROL
 SO0848  ___________________________________________________________________
 SO0848* NAD 83(1996)-  47 44 42.86278(N)    103 32 22.44429(W)     ADJUSTED  
 SO0848* NAVD 88     -       763.1    (meters)    2504.     (feet)  VERTCON   
 SO0848  ___________________________________________________________________
 SO0848  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 SO0848  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SO0848
 SO0848  HORZ ORDER  -  THIRD
 SO0848
 SO0848.The horizontal coordinates were established by classical geodetic methods
 SO0848.and adjusted by the National Geodetic Survey in January 1998..
 SO0848
 SO0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0848
 SO0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0848
 SO0848.The geoid height was determined by GEOID03.
 SO0848
 SO0848;                    North         East     Units Scale Factor Converg.
 SO0848;SPC ND N     -    87,354.365   372,126.515   MT  0.99995330   -2 15 42.6
 SO0848;SPC ND N     -   286,595.69  1,220,887.52   iFT  0.99995330   -2 15 42.6
 SO0848;UTM  13      - 5,289,018.108   609,475.825   MT  0.99974727   +1 04 51.8
 SO0848
 SO0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0848!SPC ND N     -   0.99988316  x   0.99995330  =   0.99983647
 SO0848!UTM  13      -   0.99988316  x   0.99974727  =   0.99963046
 SO0848
 SO0848:                Primary Azimuth Mark                     Grid Az
 SO0848:SPC ND N     -  BEAR                                     175 39 00.6
 SO0848:UTM  13      -  BEAR                                     172 18 26.2
 SO0848
 SO0848|---------------------------------------------------------------------|
 SO0848| PID    Reference Object                     Distance      Geod. Az  |
 SO0848|                                                           dddmmss.s |
 SO0848| SO0847 BEAR                                APPROX.10.5 KM 1732318.0 |
 SO0848|---------------------------------------------------------------------|
 SO0848
 SO0848                          SUPERSEDED SURVEY CONTROL
 SO0848
 SO0848  NAD 83(1986)-  47 44 42.86257(N)    103 32 22.43432(W) AD(       ) 3
 SO0848  NAD 27      -  47 44 42.82023(N)    103 32 20.73471(W) AD(       ) 3
 SO0848  NGVD 29 (07/19/86)  762.5    (m)         2502.     (f) VERT ANG       
 SO0848
 SO0848.Superseded values are not recommended for survey control.
 SO0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0848.See file dsdata.txt to determine how the superseded data were derived.
 SO0848
 SO0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN0947689018(NAD 83)
 SO0848_MARKER: DS = TRIANGULATION STATION DISK
 SO0848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0848_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0848_STAMPING: GULLICKSON 1957
 SO0848_MARK LOGO: CGS   
 SO0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0848
 SO0848  HISTORY     - Date     Condition        Report By
 SO0848  HISTORY     - 1957     MONUMENTED       USGS
 SO0848  HISTORY     - 19970616 GOOD             NDHD
 SO0848
 SO0848                          STATION DESCRIPTION
 SO0848
 SO0848'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0848'STATION IS LOCATED ABOUT 4.5 MI S. AND 4.5 MI W. OF ARNEGARD, MCKENZIE
 SO0848'COUNTY, N.D., ABOUT 720 FT SSE. OF THE NW. COR. SEC. 7, T. 149 N.,
 SO0848'R. 100 W., ON LAND OWNED AND OCCUPIED BY G. E. GULLICKSON.  ON THE
 SO0848'HIGHEST POINT OF A HILL, 54 FT S. AND 200 FT E. OF A DIM TRAIL FORK
 SO0848'E., 30 FT N. AND 170 FT E. OF A TRAIL FORKS SE., 21 FT N. AND 21 FT W.
 SO0848'OF THE MOST WESTERLY OF 2 ROCK QUARRIES ON S. SIDE OF HILL, 21 FT N.
 SO0848'OF A DIM TRAIL.  A STANDARD TABLET STAMPED---GULLICKSON 1957---WELDED
 SO0848'IN TOP OF A 3 IN. IRON PIPE, PROJECTING 1 FT ABOVE GROUND.
 SO0848
 SO0848                          STATION RECOVERY (1997)
 SO0848
 SO0848'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SO0848'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1307 ***********************************************************************
 SL1307  DESIGNATION -  GUNKEL
 SL1307  PID         -  SL1307
 SL1307  STATE/COUNTY-  ND/CASS
 SL1307  USGS QUAD   -  ARTHUR SE (1966)
 SL1307
 SL1307                         *CURRENT SURVEY CONTROL
 SL1307  ___________________________________________________________________
 SL1307* NAD 83(1996)-  47 05 38.30571(N)    097 04 33.30453(W)     ADJUSTED  
 SL1307* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 SL1307  ___________________________________________________________________
 SL1307  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 SL1307  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 SL1307
 SL1307  HORZ ORDER  -  THIRD
 SL1307
 SL1307.The horizontal coordinates were established by classical geodetic methods
 SL1307.and adjusted by the National Geodetic Survey in January 1998..
 SL1307
 SL1307.The orthometric height was scaled from a topographic map.
 SL1307
 SL1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1307
 SL1307.The geoid height was determined by GEOID03.
 SL1307
 SL1307;                    North         East     Units Scale Factor Converg.
 SL1307;SPC ND S     -   164,321.111   859,868.688   MT  0.99994608   +2 29 50.9
 SL1307;SPC ND S     -   539,111.26  2,821,091.50   iFT  0.99994608   +2 29 50.9
 SL1307;UTM  14      - 5,217,403.367   646,020.801   MT  0.99986206   +1 24 34.5
 SL1307
 SL1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1307!SPC ND S     -   0.99995982  x   0.99994608  =   0.99990590
 SL1307!UTM  14      -   0.99995982  x   0.99986206  =   0.99982189
 SL1307
 SL1307:                Primary Azimuth Mark                     Grid Az
 SL1307:SPC ND S     -  GUNKEL AZ MK                             088 20 58.6
 SL1307:UTM  14      -  GUNKEL AZ MK                             089 26 15.0
 SL1307
 SL1307|---------------------------------------------------------------------|
 SL1307| PID    Reference Object                     Distance      Geod. Az  |
 SL1307|                                                           dddmmss.s |
 SL1307| CO5114 GUNKEL AZ MK                                       0905049.5 |
 SL1307| CO5115 GUNKEL RM 1                          13.935 METERS 18201     |
 SL1307| CO5116 GUNKEL RM 2                          32.425 METERS 26948     |
 SL1307|---------------------------------------------------------------------|
 SL1307
 SL1307                          SUPERSEDED SURVEY CONTROL
 SL1307
 SL1307  NAD 83(1986)-  47 05 38.30499(N)    097 04 33.29514(W) AD(       ) 3
 SL1307  NAD 27      -  47 05 38.39700(N)    097 04 32.01300(W) AD(       ) 3
 SL1307
 SL1307.Superseded values are not recommended for survey control.
 SL1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1307.See file dsdata.txt to determine how the superseded data were derived.
 SL1307
 SL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4602117403(NAD 83)
 SL1307_MARKER: DS = TRIANGULATION STATION DISK
 SL1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1307
 SL1307  HISTORY     - Date     Condition        Report By
 SL1307  HISTORY     - 1954     MONUMENTED       CGS
 SL1307
 SL1307                          STATION DESCRIPTION
 SL1307
 SL1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1307'THE STATION IS IN THE SE 1/4 SEC. 24, T. 152 N., R. 51 W., ABOUT
 SL1307'6.5 MILES WEST AND 3 MILES NORTH OF ARGUSVILLE AND ABOUT 5 MILES
 SL1307'WEST AND 3.75 MILES SOUTH OF GARDNER, IN GUNKEL TOWNSHIP.
 SL1307'
 SL1307'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND THE GRAVEL ROAD
 SL1307'AT THE SOUTH EDGE OF ARGUSVILLE, GO WEST ON GRAVEL ROAD FOR 6.4
 SL1307'MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 2.9 MILES TO
 SL1307'CROSSROADS, TURN LEFT AND GO WEST FOR 0.3 MILE TO STATION ON
 SL1307'RIGHT.
 SL1307'
 SL1307'THE STATION MARK IS ON THE NORTH RIGHT-OF-WAY UNDER A TELEPHONE
 SL1307'LINE, 172 FEET WEST OF A TRIANGLE - BLAZED 30-INCH COTTONWOOD TREE,
 SL1307'35 FEET WEST OF A TELEPHONE POLE, 29 FEET NORTH OF CENTER OF
 SL1307'SECTION ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, AND LEVEL WITH
 SL1307'THE GROUND SURFACE.  THE DISK IS STAMPED GUNKEL 1954.
 SL1307'
 SL1307'REFERNCE MARK NO. 1, SOUTH OF APPROXIMATELY LEVEL WITH THE STATION,
 SL1307'IS 29 FEET SOUTH OF CENTER OF SECTION ROAD, ON SOUTH RIGHT-OF-WAY,
 SL1307'AND LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED GUNKEL
 SL1307'NO 1 1954.
 SL1307'
 SL1307'REFERENCE MARK NO. 2, WEST OF AND APPROXIMATELY LEVEL WITH THE
 SL1307'STATION, IS 27 FEET NORTH OF CENTER OF SECTION ROAD, 2 FEET EAST
 SL1307'OF TELEPHONE POLE, AND LEVEL WITH THE GROUND SURFACE.  THE DISK
 SL1307'IS STAMPED GUNKEL NO 2 1954.
 SL1307'
 SL1307'THE AZIMUTH MARK, APPROXIMATELY 0.8 MILE EAST, IS 28 FEET SOUTH
 SL1307'OF CENTER OF SECTION ROAD, 2 FEET NORTHWEST OF FENCE CORNER-POST,
 SL1307'2 FEET SOUTHWEST OF WITNESS POST, 1.5 FEET NORTH OF A WIRE FENCE,
 SL1307'AND PROJECTS 6 INCHES.  THE DISK IS STAMPED GUNKEL 1954.
 SL1307'
 SL1307'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1175 ***********************************************************************
 SM1175  DESIGNATION -  GUPTILL VICTORIA ELEV CO ELEV
 SM1175  PID         -  SM1175
 SM1175  STATE/COUNTY-  ND/FOSTER
 SM1175  USGS QUAD   -  BARLOW (1986)
 SM1175
 SM1175                         *CURRENT SURVEY CONTROL
 SM1175  ___________________________________________________________________
 SM1175* NAD 83(1996)-  47 30 53.28624(N)    099 08 17.17486(W)     ADJUSTED  
 SM1175* NAVD 88     -                                                        
 SM1175  ___________________________________________________________________
 SM1175  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 SM1175  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 SM1175
 SM1175  HORZ ORDER  -  THIRD
 SM1175
 SM1175.The horizontal coordinates were established by classical geodetic methods
 SM1175.and adjusted by the National Geodetic Survey in January 1998..
 SM1175
 SM1175
 SM1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1175
 SM1175.The geoid height was determined by GEOID03.
 SM1175
 SM1175;                    North         East     Units Scale Factor Converg.
 SM1175;SPC ND N     -    58,143.137   702,574.361   MT  0.99998498   +1 00 48.4
 SM1175;SPC ND N     -   190,758.32  2,305,033.99   iFT  0.99998498   +1 00 48.4
 SM1175;UTM  14      - 5,262,383.984   489,601.829   MT  0.99960133   -0 06 06.6
 SM1175
 SM1175                          SUPERSEDED SURVEY CONTROL
 SM1175
 SM1175  NAD 83(1986)-  47 30 53.28866(N)    099 08 17.17159(W) AD(       ) 4
 SM1175  NAD 27      -  47 30 53.30100(N)    099 08 15.76800(W) AD(       ) 3
 SM1175
 SM1175.Superseded values are not recommended for survey control.
 SM1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1175.See file dsdata.txt to determine how the superseded data were derived.
 SM1175
 SM1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT8960262384(NAD 83)
 SM1175
 SM1175  HISTORY     - Date     Condition        Report By
 SM1175  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1175
 SM1175                          STATION DESCRIPTION
 SM1175
 SM1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1175'THIS INTERSECTION STATION IS LOCATED AT GUPTILL WHICH IS A SMALL
 SM1175'SETTLEMENT AND SIDE TRACK ON THE NORTHERN PACIFIC RAILROAD
 SM1175'ABOUT 5 MILES N OF CARRINGTON.  IT IS A RED FRAME BUILDING ABOUT
 SM1175'60 FEET HIGH AND IS ABOUT 50 FEET W OF THE RAILROAD TRACKS.
 SM1175'IT WAS BUILT IN 1924.  THE POINT LOCATED WAS THE CENTER OF THE
 SM1175'ELEVATOR AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1306 ***********************************************************************
 SL1306  DESIGNATION -  GUST
 SL1306  PID         -  SL1306
 SL1306  STATE/COUNTY-  ND/CASS
 SL1306  USGS QUAD   -  GRANDIN (1984)
 SL1306
 SL1306                         *CURRENT SURVEY CONTROL
 SL1306  ___________________________________________________________________
 SL1306* NAD 83(1996)-  47 11 42.58603(N)    097 03 09.26170(W)     ADJUSTED  
 SL1306* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 SL1306  ___________________________________________________________________
 SL1306  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 SL1306  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 SL1306
 SL1306  HORZ ORDER  -  THIRD
 SL1306
 SL1306.The horizontal coordinates were established by classical geodetic methods
 SL1306.and adjusted by the National Geodetic Survey in January 1998..
 SL1306
 SL1306.The orthometric height was scaled from a topographic map.
 SL1306
 SL1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1306
 SL1306.The geoid height was determined by GEOID03.
 SL1306
 SL1306;                    North         East     Units Scale Factor Converg.
 SL1306;SPC ND S     -   175,636.766   861,145.810   MT  0.99995563   +2 30 52.2
 SL1306;SPC ND S     -   576,236.11  2,825,281.53   iFT  0.99995563   +2 30 52.2
 SL1306;SPC ND N     -    27,546.310   861,168.419   MT  1.00005532   +2 33 55.2
 SL1306;SPC ND N     -    90,375.03  2,825,355.71   iFT  1.00005532   +2 33 55.2
 SL1306;UTM  14      - 5,228,691.798   647,512.166   MT  0.99986743   +1 25 44.5
 SL1306
 SL1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1306!SPC ND S     -   0.99996000  x   0.99995563  =   0.99991563
 SL1306!SPC ND N     -   0.99996000  x   1.00005532  =   1.00001532
 SL1306!UTM  14      -   0.99996000  x   0.99986743  =   0.99982744
 SL1306
 SL1306                          SUPERSEDED SURVEY CONTROL
 SL1306
 SL1306  NAD 83(1986)-  47 11 42.58519(N)    097 03 09.25325(W) AD(       ) 3
 SL1306  NAD 27      -  47 11 42.66600(N)    097 03 07.93000(W) AD(       ) 3
 SL1306
 SL1306.Superseded values are not recommended for survey control.
 SL1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1306.See file dsdata.txt to determine how the superseded data were derived.
 SL1306
 SL1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4751228692(NAD 83)
 SL1306_MARKER: DS = TRIANGULATION STATION DISK
 SL1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1306
 SL1306  HISTORY     - Date     Condition        Report By
 SL1306  HISTORY     - 1954     MONUMENTED       CGS
 SL1306  HISTORY     - 1955     GOOD             CGS
 SL1306
 SL1306                          STATION DESCRIPTION
 SL1306
 SL1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1306'THE STATION IS IN THE NORTHEAST QUARTER OF SEC. 19, T. 143 N., R.
 SL1306'50 W., NEAR THE NORTHEAST CORNER OF A FARMYARD ON LAND OWNED BY
 SL1306'MR. ELMER O. GUST.  IT IS 3-3/4 MILES WEST AND 3 MILES NORTH OF
 SL1306'GARDNER AND 3 MILES SOUTH AND 2-1/4 MILES WEST OF GRANDIN.
 SL1306'
 SL1306'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 AND A GRAVEL ROAD
 SL1306'AT THE NORTHEAST EDGE OF GARDNER GO WEST ON THE GRAVEL ROAD FOR
 SL1306'3.8 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 3.0 MILES TO
 SL1306'A CROSSROAD AND A SIGN HUNTER 8.5 MILES.  TURN LEFT AND GO WEST
 SL1306'0.15 MILE TO A PRIVATE DRIVEWAY ON THE LEFT AND THE STATION IN
 SL1306'THE NORTHEAST CORNER OF THE FARMYARD.
 SL1306'
 SL1306'THE STATION MARK IS 85 FEET SOUTH OF THE CENTER OF THE GRAVEL
 SL1306'ROAD, 46.5 FEET EAST OF A FENCE CORNER, 49 FEET SOUTHEAST OF THE
 SL1306'CENTER OF THE DRIVEWAY, 3 FEET NORTH OF A WITNESS POST AND PROJECTS
 SL1306'4 INCHES.  THE DISK IS STAMPED GUST 1954.
 SL1306'
 SL1306'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS 25 FEET
 SL1306'SOUTH OF A FENCE CORNER, 1 FOOT WEST OF THE FENCE ALONG THE EAST
 SL1306'SIDE OF THE FARMYARD AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 SL1306'GUST NO. 1 1954.
 SL1306'
 SL1306'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 87 FEET SOUTH OF
 SL1306'THE CENTER OF THE GRAVEL ROAD, 28 FEET SOUTHEAST OF THE CENTER
 SL1306'OF THE DRIVEWAY, 16 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 SL1306'OF A FENCE AND PROJECTS 3 INCHES.  THE DISK IS STAMPED GUST
 SL1306'NO. 2 1954.
 SL1306'
 SL1306'THE AZIMUTH MARK, 0.5 MILE NORTH OF THE STATION, IS 68 FEET WEST
 SL1306'OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET NORTHWEST OF A WITNESS
 SL1306'POST, AT THE WEST END OF A ROCK PILE AND PROJECTS 8 INCHES.
 SL1306'THE DISK IS STAMPED GUST 1954.
 SL1306'
 SL1306'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE GRAVEL
 SL1306'ROAD FOR 0.15 MILE TO THE CROSSROAD WITH THE SIGN HUNTER 8.5
 SL1306'MILES, TURN LEFT AND GO NORTH FOR 0.5 MILE TO A ROCK PILE ON THE
 SL1306'QUARTER-SECTION LINE AND THE AZIMUTH MARK ON THE LEFT.
 SL1306'
 SL1306'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SL1306
 SL1306                          STATION RECOVERY (1955)
 SL1306
 SL1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 SL1306'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 SL1306'GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT THE REQUEST OF
 SL1306'MR. S.G. HUMPHREY UPON WHOSE PROPERTY THE MARK WAS LOCATED.  THE
 SL1306'AZIMUTH MARK WAS RESET ON HIS PROPERTY TO HIS SATISFACTION.
 SL1306'
 SL1306'THE AZIMUTH MARK (RESET) IS 0.35 MILE WEST OF THE STATION AT A
 SL1306'LARGE PILE OF ROCKS, 66 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 SL1306'6 FEET SOUTH OF THE PILE OF ROCKS, AND 3 FEET NORTH OF A WHITE
 SL1306'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 SL1306'STAMPED GUST 1954 RESET 1955.
 SL1306'
 SL1306'TO REACH THE STATION FROM THE GRANDIN POST OFFICE, GO EAST FOR
 SL1306'0.25 MILE TO U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH FOR 2.0
 SL1306'MILES TO CROSSROADS.  TURN RIGHT OFF U.S. HIGHWAY 81 AND GO WEST
 SL1306'ON GRAVEL ROAD FOR 2.8 MILES TO CROSSROADS.  TURN LEFT AND GO
 SL1306'SOUTH FOR 1.0 MILE TO CROSSROADS.  TURN RIGHT AND GO WEST FOR
 SL1306'0.15 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2022 ***********************************************************************
 TF2022  DESIGNATION -  GUTHRIE
 TF2022  PID         -  TF2022
 TF2022  STATE/COUNTY-  ND/MCHENRY
 TF2022  USGS QUAD   -  RANGELEY SE (1957)
 TF2022
 TF2022                         *CURRENT SURVEY CONTROL
 TF2022  ___________________________________________________________________
 TF2022* NAD 83(1996)-  48 01 20.33268(N)    100 22 17.60172(W)     ADJUSTED  
 TF2022* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 TF2022  ___________________________________________________________________
 TF2022  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TF2022  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF2022
 TF2022  HORZ ORDER  -  SECOND
 TF2022
 TF2022.The horizontal coordinates were established by classical geodetic methods
 TF2022.and adjusted by the National Geodetic Survey in January 1998..
 TF2022
 TF2022.The orthometric height was scaled from a topographic map.
 TF2022
 TF2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2022
 TF2022.The geoid height was determined by GEOID03.
 TF2022
 TF2022;                    North         East     Units Scale Factor Converg.
 TF2022;SPC ND N     -   113,669.605   609,580.429   MT  0.99993643   +0 05 44.1
 TF2022;SPC ND N     -   372,931.77  1,999,935.79   iFT  0.99993643   +0 05 44.1
 TF2022;UTM  14      - 5,319,690.448   397,733.232   MT  0.99972851   -1 01 11.0
 TF2022
 TF2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2022!SPC ND N     -   0.99992781  x   0.99993643  =   0.99986424
 TF2022!UTM  14      -   0.99992781  x   0.99972851  =   0.99965634
 TF2022
 TF2022|---------------------------------------------------------------------|
 TF2022| PID    Reference Object                     Distance      Geod. Az  |
 TF2022|                                                           dddmmss.s |
 TF2022| CO6923 GUTHRIE RM 1                                       10611     |
 TF2022| SN1554 DRAKE MUNICIPAL TANK                APPROX.10.8 KM 1792233.8 |
 TF2022| CO6926 GUTHRIE RM 4                          6.465 METERS 20528     |
 TF2022| CO6924 GUTHRIE RM 2                                       21037     |
 TF2022| CO6922 GUTHRIE AZ MK 2                                    2672524.7 |
 TF2022| CO6921 GUTHRIE AZ MK                                      2680733.3 |
 TF2022|---------------------------------------------------------------------|
 TF2022
 TF2022                          SUPERSEDED SURVEY CONTROL
 TF2022
 TF2022  NAD 83(1986)-  48 01 20.33566(N)    100 22 17.60119(W) AD(       ) 2
 TF2022  NAD 27      -  48 01 20.31770(N)    100 22 16.10260(W) AD(       ) 2
 TF2022
 TF2022.Superseded values are not recommended for survey control.
 TF2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2022.See file dsdata.txt to determine how the superseded data were derived.
 TF2022
 TF2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9773319690(NAD 83)
 TF2022_MARKER: DS = TRIANGULATION STATION DISK
 TF2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2022
 TF2022  HISTORY     - Date     Condition        Report By
 TF2022  HISTORY     - 1946     MONUMENTED       CGS
 TF2022  HISTORY     - 1962     GOOD             CGS
 TF2022  HISTORY     - 1966     GOOD             CGS
 TF2022
 TF2022                          STATION DESCRIPTION
 TF2022
 TF2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2022'THE STATION IS LOCATED 9.5 MILES NORTHEAST OF BALFOUR, 6.5 MILES
 TF2022'NORTH OF DRAKE, 269.8 FEET NORTHWEST OF THE INTERSECTION OF
 TF2022'CROSSROADS AND 100 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 TF2022'GRAVELED ROAD.  IT IS LOCATED ON A SMALL KNOLL IN PASTURE
 TF2022'LAND AND THE SURFACE-STATION MARK IS 15-INCHES BELOW THE SURFACE
 TF2022'OF THE GROUND.  THE DISK IS STAMPED GUTHRIE 1946.
 TF2022'
 TF2022'REFERENCE MARK NO. 1 IS 208.11 FEET EAST-SOUTHEAST OF THE STATION,
 TF2022'60 FEET NORTHWEST OF THE INTERSECTION OF CROSSROAD AND 3 FEET
 TF2022'WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 TF2022'THE DISK IS STAMPED GUTHRIE NO 1 1946.
 TF2022'
 TF2022'REFERENCE MARK NO. 2 IS 77.51 FEET SOUTHWEST OF THE STATION AND
 TF2022'34 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED
 TF2022'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TF2022'GUTHRIE NO 2 1946.
 TF2022'
 TF2022'THE AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, 0.05 MILE
 TF2022'EAST OF A T ROAD NORTH, 36 FEET SOUTH OF THE APPROXIMATE
 TF2022'CENTERLINE OF A GRAVELED ROAD, 2-1/2 FEET SOUTHEAST OF A WITNESS
 TF2022'POST AND ON THE NORTHERN EDGE OF A CULTIVATED FIELD.  THE MARK
 TF2022'PROJECTS 2 INCHES AND THE DISK IS STAMPED GUTHRIE 1946.
 TF2022'
 TF2022'TO REACH THE STATION FROM THE VILLAGE OF DRAKE, GO NORTH FROM THE
 TF2022'DRAKE MUNICIPAL WATER TANK ON MAIN GRAVELED ROAD FOR 6.4 MILES
 TF2022'AND STATION AS DESCRIBED.
 TF2022'
 TF2022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 TF2022'ROAD FOR 0.7 MILE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TF2022'
 TF2022'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TF2022
 TF2022                          STATION RECOVERY (1962)
 TF2022
 TF2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 TF2022'THE STATION WAS RECOVERED.  ALL MARKS EXCEPT REFERENCE MARK
 TF2022'NO. 2 WERE FOUND IN GOOD CONDITION.  LAND AT THE STATION
 TF2022'SITE IS CULTIVATED AND THE MARK IS APPROXIMATELY 15-INCHES
 TF2022'BELOW THE SURFACE.
 TF2022'
 TF2022'REFERENCE MARK NO. 1 IS SITUATED IN THE NORTHWEST ANGLE OF
 TF2022'CROSSROAD INTERSECTION.  GRADING HAS BEEN DONE AND DIRT REMOVED
 TF2022'AROUND THIS MARK LEAVING IT, APPEARENTLY UNDISTURBED, ON A SMALL
 TF2022'MOUND.
 TF2022'
 TF2022'REFERENCE MARK NO. 2 WAS FOUND LYING ABOVE GROUND AT EDGE OF
 TF2022'CULTIVATED FIELD ALONG THE NORTH SIDE OF THE ROAD.
 TF2022'
 TF2022'THE AZIMUTH MARK IS SITUATED 0.75 MILE WEST OF THE STATION,
 TF2022'ABOUT 135 FEET WEST OF A POWER POLE, APPROXIMATELY 63 FEET
 TF2022'WEST OF CENTERLINE OF FIELD DRIVE ENTRANCE, APPROXIMATELY 300
 TF2022'FEET EAST OF A T-ROAD INTERSECTION AND 36 FEET SOUTH OF
 TF2022'CENTERLINE OF EAST-WEST ROAD.  THE MARK PROJECTS 2-INCHES.
 TF2022'
 TF2022'THE ORIGINAL DESCRIBED ROUTE TO REACH THE STATION WAS CHECKED
 TF2022'AND FOUND TO BE CORRECT.
 TF2022
 TF2022                          STATION RECOVERY (1966)
 TF2022
 TF2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2022'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 TF2022'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED
 TF2022'WHEN THE ROAD WAS WIDENED.  THE AZIMUTH MARK WAS RECOVERED ON
 TF2022'A MOUND OF DIRT AND THE MARK SEEMED TO BE LOOSE.  THE ANGLE
 TF2022'BETWEEN THE MARK AND THE WATER TANK MISSED BY 12.6 SECONDS.
 TF2022'
 TF2022'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN AZIMUTH MARK
 TF2022'WERE SET.
 TF2022'
 TF2022'THE 1946 TO REACH THE STATION WAS FOUND ADEQUATE.
 TF2022'
 TF2022'FOLLOWING ARE NOTES FOR ALL MARKS.
 TF2022'
 TF2022'STATION MARK, A STANDARD DISK STAMPED GUTHRIE 1946, IS SET IN
 TF2022'THE TOP OF A SQUARE CONCRETE POST WHICH IS 15 INCHES BELOW
 TF2022'THE SURFACE OF THE GROUND.  IT IS IN A CULTIVATED FIELD, 270
 TF2022'FEET NORTHWEST OF THE INTERSECTION OF A CROSSROAD, 100 FEET
 TF2022'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 23.5 FEET
 TF2022'NORTH-NORTHEAST OF A METAL WITNESS POST, AND 19.5 FEET
 TF2022'NORTH-NORTHEAST OF A TELEPHONE POLE.  THE UNDERGROUND MARK
 TF2022'WAS NOT INSPECTED.
 TF2022'
 TF2022'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GUTHRIE NO. 3 1946,
 TF2022'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 TF2022'2 INCHES.  IT IS 77 FEET NORTH OF THE EAST-WEST ROAD AND 2 FEET
 TF2022'WEST OF A METAL WITNESS POST.
 TF2022'
 TF2022'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GUTHRIE NO. 4 1946,
 TF2022'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 TF2022'IT IS 80 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 3 FEET
 TF2022'WEST OF A TELEPHONE POLE, AND 3 FEET NORTH OF A METAL WITNESS
 TF2022'POST.
 TF2022'
 TF2022'AZIMUTH MARK, A STANDARD DISK STAMPED GUTHRIE 1946 AZ. 2 1966,
 TF2022'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 TF2022'3 INCHES.  IT IS 0.05 MILE EAST OF A T-ROAD LEADING NORTH, 78
 TF2022'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 3 FEET EAST
 TF2022'OF A TELEPHONE POLE, AND 1.5 FEET NORTHWEST OF A METAL WITNESS
 TF2022'POST.
 TF2022'
 TF2022'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 TF2022'GRAVELED ROAD FOR 0.7 MILE TO THE MARK ON THE LEFT.
 TF2022'
 TF2022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 TF2022'NORTH OF DRAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0822 ***********************************************************************
 RP0822  DESIGNATION -  GWINNER
 RP0822  PID         -  RP0822
 RP0822  STATE/COUNTY-  ND/SARGENT
 RP0822  USGS QUAD   -  LISBON SW (1962)
 RP0822
 RP0822                         *CURRENT SURVEY CONTROL
 RP0822  ___________________________________________________________________
 RP0822* NAD 83(1996)-  46 15 43.66217(N)    097 41 15.04827(W)     ADJUSTED  
 RP0822* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 RP0822  ___________________________________________________________________
 RP0822  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 RP0822  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 RP0822
 RP0822  HORZ ORDER  -  FIRST
 RP0822
 RP0822.The horizontal coordinates were established by classical geodetic methods
 RP0822.and adjusted by the National Geodetic Survey in January 1998..
 RP0822
 RP0822.The orthometric height was scaled from a topographic map.
 RP0822
 RP0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0822
 RP0822.The geoid height was determined by GEOID03.
 RP0822
 RP0822;                    North         East     Units Scale Factor Converg.
 RP0822;SPC ND S     -    70,070.763   816,783.919   MT  0.99998544   +2 03 05.0
 RP0822;SPC ND S     -   229,890.95  2,679,737.27   iFT  0.99998544   +2 03 05.0
 RP0822;UTM  14      - 5,124,009.527   601,147.516   MT  0.99972576   +0 56 54.1
 RP0822
 RP0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0822!SPC ND S     -   0.99993592  x   0.99998544  =   0.99992136
 RP0822!UTM  14      -   0.99993592  x   0.99972576  =   0.99966170
 RP0822
 RP0822|---------------------------------------------------------------------|
 RP0822| PID    Reference Object                     Distance      Geod. Az  |
 RP0822|                                                           dddmmss.s |
 RP0822| CO5129 GWINNER RM 2                         10.799 METERS 00522     |
 RP0822| CO5127 GWINNER AZ MK                                      0055346.5 |
 RP0822| RP0823 AUGUSTANA SYNOD LUTHERAN CH         APPROX. 4.3 KM 0812210.6 |
 RP0822| RP0827 HOVING GRAIN CO ELEVATOR            APPROX. 9.5 KM 1002437.8 |
 RP0822| RP0838 GWINNER MUNICIPAL TANK              APPROX. 4.4 KM 1533650.7 |
 RP0822| RP0839 GWINNER SCHOOLHOUSE CHIMNEY         APPROX. 4.5 KM 1564514.6 |
 RP0822| CO5128 GWINNER RM 1                          8.431 METERS 27100     |
 RP0822|---------------------------------------------------------------------|
 RP0822
 RP0822                          SUPERSEDED SURVEY CONTROL
 RP0822
 RP0822  NAD 83(1986)-  46 15 43.66369(N)    097 41 15.04292(W) AD(       ) 1
 RP0822  NAD 27      -  46 15 43.79900(N)    097 41 13.69600(W) AD(       ) 1
 RP0822
 RP0822.Superseded values are not recommended for survey control.
 RP0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0822.See file dsdata.txt to determine how the superseded data were derived.
 RP0822
 RP0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0114824010(NAD 83)
 RP0822_MARKER: DS = TRIANGULATION STATION DISK
 RP0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0822
 RP0822  HISTORY     - Date     Condition        Report By
 RP0822  HISTORY     - 1954     MONUMENTED       CGS
 RP0822
 RP0822                          STATION DESCRIPTION
 RP0822
 RP0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0822'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF GWINNER, 1.5
 RP0822'MILES WEST OF STATE HIGHWAY 32 AND ON THE HIGHEST POINT OF
 RP0822'A PROMINENT CULTIVATED RIDGE ON LAND OWNED BY MR. VERN JENKS.
 RP0822'
 RP0822'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 RP0822'32 AND 13 WHICH IS 0.5 MILE EAST OF GWINNER, GO NORTH ON
 RP0822'STATE HIGHWAY 32 FOR 3 MILES TO A CROSSROAD, THENCE LEFT ON
 RP0822'GRAVEL ROAD FOR 1.5 MILES TO A TRACK FARM ROAD LEFT, SOUTH.
 RP0822'CONTINUE AHEAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RP0822'RETURN 0.5 MILE TO THE TRACK ROAD AND GO RIGHT, SOUTH, FOR 0.55
 RP0822'MILE TO AN OLD ROCK FENCE.  TURN RIGHT, CROSSING ALONG THE
 RP0822'NORTH END OF A PASTURE, FOR 0.15 MILE TO THE SUMMIT AND THE
 RP0822'STATION SITE ON THE RIGHT.
 RP0822'
 RP0822'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0822'POST PROJECTING 2 INCHES.  IT IS 9.8 FEET NORTH OF A WITNESS
 RP0822'POST.  THE MARK IS STAMPED GWINNER 1954.
 RP0822'
 RP0822'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 RP0822'CONCRETE POST PROJECTING 1 INCH.  THE MARK IS STAMPED GWINNER
 RP0822'NO 1 1954.
 RP0822'
 RP0822'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0822'POST PROJECTING 2 INCHES.  IT IS STAMPED GWINNER NO 2 1954.
 RP0822'
 RP0822'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0822'POST PROJECTING 1 INCH.  IT IS 78 FEET NORTH OF THE CENTER
 RP0822'LINE OF A GRAVEL ROAD, 3 FEET WEST OF A WITNESS POST, 2 FEET
 RP0822'EAST OF A TELEPHONE POLE AND DIRECTLY BENEATH THE TELEPHONE
 RP0822'LINE.  THE MARK IS STAMPED GWINNER 1954.
 RP0822'
 RP0822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0838 ***********************************************************************
 RP0838  DESIGNATION -  GWINNER MUNICIPAL TANK
 RP0838  PID         -  RP0838
 RP0838  STATE/COUNTY-  ND/SARGENT
 RP0838  USGS QUAD   -  GWINNER (1979)
 RP0838
 RP0838                         *CURRENT SURVEY CONTROL
 RP0838  ___________________________________________________________________
 RP0838* NAD 83(1996)-  46 13 35.26773(N)    097 39 43.27946(W)     ADJUSTED  
 RP0838* NAVD 88     -                                                        
 RP0838  ___________________________________________________________________
 RP0838  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 RP0838  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 RP0838
 RP0838  HORZ ORDER  -  THIRD
 RP0838
 RP0838.The horizontal coordinates were established by classical geodetic methods
 RP0838.and adjusted by the National Geodetic Survey in January 1998..
 RP0838
 RP0838
 RP0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0838
 RP0838.The geoid height was determined by GEOID03.
 RP0838
 RP0838;                    North         East     Units Scale Factor Converg.
 RP0838;SPC ND S     -    66,179.666   818,891.110   MT  0.99999180   +2 04 11.9
 RP0838;SPC ND S     -   217,124.89  2,686,650.62   iFT  0.99999180   +2 04 11.9
 RP0838;UTM  14      - 5,120,079.597   603,178.857   MT  0.99973087   +0 57 58.4
 RP0838
 RP0838                          SUPERSEDED SURVEY CONTROL
 RP0838
 RP0838  NAD 83(1986)-  46 13 35.26894(N)    097 39 43.27402(W) AD(       ) 4
 RP0838  NAD 27      -  46 13 35.40100(N)    097 39 41.93200(W) AD(       ) 3
 RP0838
 RP0838.Superseded values are not recommended for survey control.
 RP0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0838.See file dsdata.txt to determine how the superseded data were derived.
 RP0838
 RP0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0317920080(NAD 83)
 RP0838_MARKER: 53 = ELEVATED TANK
 RP0838
 RP0838  HISTORY     - Date     Condition        Report By
 RP0838  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0838
 RP0838                          STATION DESCRIPTION
 RP0838
 RP0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0838'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED IN THE
 RP0838'NORTHEAST PART OF THE TOWN OF GWINNER.  THE TANK IS MOUNTED
 RP0838'ON A FOUR LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY 70
 RP0838'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0839 ***********************************************************************
 RP0839  DESIGNATION -  GWINNER SCHOOLHOUSE CHIMNEY
 RP0839  PID         -  RP0839
 RP0839  STATE/COUNTY-  ND/SARGENT
 RP0839  USGS QUAD   -  GWINNER (1979)
 RP0839
 RP0839                         *CURRENT SURVEY CONTROL
 RP0839  ___________________________________________________________________
 RP0839* NAD 83(1996)-  46 13 30.49012(N)    097 39 52.63336(W)     ADJUSTED  
 RP0839* NAVD 88     -                                                        
 RP0839  ___________________________________________________________________
 RP0839  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 RP0839  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 RP0839
 RP0839  HORZ ORDER  -  THIRD
 RP0839
 RP0839.The horizontal coordinates were established by classical geodetic methods
 RP0839.and adjusted by the National Geodetic Survey in January 1998..
 RP0839
 RP0839
 RP0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0839
 RP0839.The geoid height was determined by GEOID03.
 RP0839
 RP0839;                    North         East     Units Scale Factor Converg.
 RP0839;SPC ND S     -    66,025.010   818,696.115   MT  0.99999204   +2 04 05.1
 RP0839;SPC ND S     -   216,617.49  2,686,010.88   iFT  0.99999204   +2 04 05.1
 RP0839;UTM  14      - 5,119,928.766   602,980.971   MT  0.99973036   +0 57 51.5
 RP0839
 RP0839                          SUPERSEDED SURVEY CONTROL
 RP0839
 RP0839  NAD 83(1986)-  46 13 30.49137(N)    097 39 52.62800(W) AD(       ) 4
 RP0839  NAD 27      -  46 13 30.62600(N)    097 39 51.28800(W) AD(       ) 3
 RP0839
 RP0839.Superseded values are not recommended for survey control.
 RP0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0839.See file dsdata.txt to determine how the superseded data were derived.
 RP0839
 RP0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0298119929(NAD 83)
 RP0839_MARKER: 85 = CHIMNEY
 RP0839
 RP0839  HISTORY     - Date     Condition        Report By
 RP0839  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0839
 RP0839                          STATION DESCRIPTION
 RP0839
 RP0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0839'THE STATION IS THE CHIMNEY OF THE SCHOOLHOUSE LOCATED AT THE
 RP0839'SOUTHWEST EDGE OF THE TOWN OF GWINNER.  THE BUILDING AND CHIMNEY
 RP0839'ARE BOTH CONSTRUCTED OF RED BRICK.  THE CHIMNEY IS APPROXIMATELY
 RP0839'50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1794 ***********************************************************************
 AE1794  CBN         -  This is a Cooperative Base Network Control Station.
 AE1794  PACS        -  This is a Primary Airport Control Station.
 AE1794  DESIGNATION -  GWR A
 AE1794  PID         -  AE1794
 AE1794  STATE/COUNTY-  ND/SARGENT
 AE1794  USGS QUAD   -  GWINNER (1979)
 AE1794
 AE1794                         *CURRENT SURVEY CONTROL
 AE1794  ___________________________________________________________________
 AE1794* NAD 83(1996)-  46 13 01.70574(N)    097 38 30.19777(W)     ADJUSTED  
 AE1794* NAVD 88     -       381.60   (meters)    1252.0    (feet)  GPS OBS   
 AE1794  ___________________________________________________________________
 AE1794  X           -    -587,919.332 (meters)                     COMP
 AE1794  Y           -  -4,381,908.279 (meters)                     COMP
 AE1794  Z           -   4,582,237.899 (meters)                     COMP
 AE1794  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 AE1794  ELLIP HEIGHT-         356.09  (meters)          (04/10/03) GPS OBS
 AE1794  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 AE1794
 AE1794  HORZ ORDER  -  B
 AE1794  ELLP ORDER  -  FOURTH    CLASS I
 AE1794
 AE1794.This mark is at Gwinner-Roger Melroe Fld Airport (GWR)
 AE1794
 AE1794.The horizontal coordinates were established by GPS observations
 AE1794.and adjusted by the National Geodetic Survey in August 1997..
 AE1794
 AE1794.The orthometric height was determined by GPS observations and a
 AE1794.high-resolution geoid model.
 AE1794
 AE1794.GPS derived orthometric heights for airport stations designated as
 AE1794.PACS or SACS are published to 2 decimal places.  This maintains
 AE1794.centimeter relative accuracy between the PACS and SACS.  It does
 AE1794.not indicate centimeter accuracy relative to other marks which are
 AE1794.part of the NAVD 88 network.
 AE1794
 AE1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1794
 AE1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1794
 AE1794.The ellipsoidal height was determined by GPS observations
 AE1794.and is referenced to NAD 83.
 AE1794
 AE1794.The geoid height was determined by GEOID03.
 AE1794
 AE1794;                    North         East     Units Scale Factor Converg.
 AE1794;SPC ND S     -    65,200.850   820,493.879   MT  0.99999353   +2 05 05.2
 AE1794;SPC ND S     -   213,913.55  2,691,909.05   iFT  0.99999353   +2 05 05.2
 AE1794;UTM  14      - 5,119,070.347   604,762.060   MT  0.99973491   +0 58 50.6
 AE1794
 AE1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1794!SPC ND S     -   0.99994418  x   0.99999353  =   0.99993771
 AE1794!UTM  14      -   0.99994418  x   0.99973491  =   0.99967911
 AE1794
 AE1794                          SUPERSEDED SURVEY CONTROL
 AE1794
 AE1794  ELLIP H (08/29/97)  356.12   (m)                       GP(       ) 3 2
 AE1794
 AE1794.Superseded values are not recommended for survey control.
 AE1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1794.See file dsdata.txt to determine how the superseded data were derived.
 AE1794
 AE1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0476219070(NAD 83)
 AE1794_MARKER: I = METAL ROD
 AE1794_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1794_STAMPING: GWR A 1996
 AE1794_MARK LOGO: NGS   
 AE1794_PROJECTION: FLUSH
 AE1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1794+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1794_ROD/PIPE-DEPTH: 3.2  meters
 AE1794_SLEEVE-DEPTH  : 0.90 meters
 AE1794
 AE1794  HISTORY     - Date     Condition        Report By
 AE1794  HISTORY     - 1996     MONUMENTED       NGS
 AE1794
 AE1794                          STATION DESCRIPTION
 AE1794
 AE1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1794'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 1 KM
 AE1794'(0.60 MI) EAST OF GWINNER AT THE GWINNER MUNICIPAL AIRPORT, NEAR THE
 AE1794'CENTER OF THE AIRFIELD AND ALONG THE NORTHEAST SIDE OF RUNWAY 16-34.
 AE1794'OWNERSHIP -- CITY OF GWINNER.  AIRPORT MANAGER IS GROVER RIEBE, 165
 AE1794'MAPLEWOOD DRIVE, GWINNER, ND 58040.  HOME PHONE IS 701-678-2639,
 AE1794'OFFICE 678-6371.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 AE1794'32 AND A GRAVEL ROAD LEADING SOUTH, ON THE EAST SIDE OF GWINNER, GO
 AE1794'EAST ON HIGHWAYS 13 AND 32 FOR 0.72 KM (0.45 MI) TO THE AIRPORT
 AE1794'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE ROAD FOR 0.24
 AE1794'KM (0.15 MI) TO THE APRON AND TWO TAXIS ON THE RIGHT. TURN RIGHT,
 AE1794'WEST-SOUTHWEST, ON THE SOUTHERLY TAXI FOR 0.08 KM (0.05 MI) TO THE
 AE1794'JUNCTION OF THE RUNWAY.  TURN LEFT, SOUTH-SOUTHEAST, ALONG THE RUNWAY
 AE1794'FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT. THE STATION IS A
 AE1794'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED
 AE1794'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 AE1794'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 34.6 M (113.5
 AE1794'FT) EAST-NORTHEAST OF THE RUNWAY CENTER, 37.3 M (122.4 FT)
 AE1794'EAST-SOUTHEAST OF THE 11TH RUNWAY LIGHT FROM THE TAXI, 36.6 M (120.1
 AE1794'FT) NORTH-NORTHEAST OF THE 12TH RUNWAY LIGHT FROM THE TAXI, 0.55 M
 AE1794'(1.80 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST AND ABOUT 1.0 M
 AE1794'(3.3 FT) WEST-SOUTHWEST OF THE EDGE OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0381 ***********************************************************************
 TE0381  DESIGNATION -  H 1
 TE0381  PID         -  TE0381
 TE0381  STATE/COUNTY-  ND/NELSON
 TE0381  USGS QUAD   -  MICHIGAN EAST (1971)
 TE0381
 TE0381                         *CURRENT SURVEY CONTROL
 TE0381  ___________________________________________________________________
 TE0381* NAD 83(1986)-  48 01 25.     (N)    098 07 20.     (W)     SCALED    
 TE0381* NAVD 88     -       463.350  (meters)    1520.17   (feet)  POSTED    
 TE0381  ___________________________________________________________________
 TE0381  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE0381  DYNAMIC HT  -         463.430 (meters)    1520.44  (feet)  COMP
 TE0381  MODELED GRAV-     980,768.4   (mgal)                       NAVD 88
 TE0381
 TE0381  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TE0381
 TE0381.The horizontal coordinates were scaled from a topographic map and have
 TE0381.an estimated accuracy of +/- 6 seconds.
 TE0381
 TE0381.The orthometric height was determined by differential leveling
 TE0381.and adjusted by the National Geodetic Survey in 1992..
 TE0381.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TE0381.rate of 1.1 thru 2.0 mm/km.
 TE0381
 TE0381.The geoid height was determined by GEOID03.
 TE0381
 TE0381.The dynamic height is computed by dividing the NAVD 88
 TE0381.geopotential number by the normal gravity value computed on the
 TE0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0381.degrees latitude (g = 980.6199 gals.).
 TE0381
 TE0381.The modeled gravity was interpolated from observed gravity values.
 TE0381
 TE0381;                    North         East    Units  Estimated Accuracy
 TE0381;SPC ND N     -   116,540.      777,320.      MT  (+/- 180 meters Scaled)
 TE0381
 TE0381                          SUPERSEDED SURVEY CONTROL
 TE0381
 TE0381.No superseded survey control is available for this station.
 TE0381
 TE0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU654192(NAD 83)
 TE0381_MARKER: Q = CHISELED SQUARE
 TE0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0381_SP_SET: FOOTING
 TE0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0381
 TE0381  HISTORY     - Date     Condition        Report By
 TE0381  HISTORY     - UNK      MONUMENTED       CGS
 TE0381  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0381
 TE0381                          STATION DESCRIPTION
 TE0381
 TE0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0381'IN MICHIGAN.
 TE0381'AT MICHIGAN, NELSON COUNTY, ON THE GREAT NORTHERN RAILWAY, 110 YARDS
 TE0381'EAST OF THE STATION, EAST OF A STREET CROSSING, NORTH OF THE TRACK, AT
 TE0381'THE WEST SIDE OF THE WATER TANK, ON THE SOUTH FOOTING, AND ON THE TOP
 TE0381'OF THE NORTHWEST CORNER OF THE LOWER STONE.  A CHISELED SQUARE. NOTE--
 TE0381'THIS MARK IS BELIEVED TO HAVE BEEN DESTROYED WHEN THE WATER TOWER WAS
 TE0381'TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0012 ***********************************************************************
 RR0012  DESIGNATION -  H 10
 RR0012  PID         -  RR0012
 RR0012  STATE/COUNTY-  ND/BURLEIGH
 RR0012  USGS QUAD   -  MOFFIT (1971)
 RR0012
 RR0012                         *CURRENT SURVEY CONTROL
 RR0012  ___________________________________________________________________
 RR0012* NAD 83(1986)-  46 40 49.     (N)    100 17 20.     (W)     SCALED    
 RR0012* NAVD 88     -       531.860  (meters)    1744.94   (feet)  ADJUSTED  
 RR0012  ___________________________________________________________________
 RR0012  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 RR0012  DYNAMIC HT  -         531.867 (meters)    1744.97  (feet)  COMP
 RR0012  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 RR0012
 RR0012  VERT ORDER  -  FIRST     CLASS II
 RR0012
 RR0012.The horizontal coordinates were scaled from a topographic map and have
 RR0012.an estimated accuracy of +/- 6 seconds.
 RR0012
 RR0012.The orthometric height was determined by differential leveling
 RR0012.and adjusted by the National Geodetic Survey in June 1991..
 RR0012
 RR0012.The geoid height was determined by GEOID03.
 RR0012
 RR0012.The dynamic height is computed by dividing the NAVD 88
 RR0012.geopotential number by the normal gravity value computed on the
 RR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0012.degrees latitude (g = 980.6199 gals.).
 RR0012
 RR0012.The modeled gravity was interpolated from observed gravity values.
 RR0012
 RR0012;                    North         East    Units  Estimated Accuracy
 RR0012;SPC ND S     -   112,690.      616,150.      MT  (+/- 180 meters Scaled)
 RR0012
 RR0012                          SUPERSEDED SURVEY CONTROL
 RR0012
 RR0012  NGVD 29 (??/??/92)  531.454  (m)         1743.61   (f) ADJ UNCH    1 2
 RR0012
 RR0012.Superseded values are not recommended for survey control.
 RR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0012.See file dsdata.txt to determine how the superseded data were derived.
 RR0012
 RR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS014704(NAD 83)
 RR0012_MARKER: DB = BENCH MARK DISK
 RR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0012_STAMPING: 1743.612 H 10 1927
 RR0012_MARK LOGO: CGS   
 RR0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0012+STABILITY: SURFACE MOTION
 RR0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0012+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002
 RR0012
 RR0012  HISTORY     - Date     Condition        Report By
 RR0012  HISTORY     - 1927     MONUMENTED       CGS
 RR0012  HISTORY     - 1957     GOOD             NGS
 RR0012  HISTORY     - 19951020 GOOD             NDHD
 RR0012  HISTORY     - 20021204 GOOD             NDDT
 RR0012
 RR0012                          STATION DESCRIPTION
 RR0012
 RR0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0012'IN MOFFIT.
 RR0012'AT MOFFIT, BURLEIGH COUNTY, ON THE RIGHT -OF-WAY OF THE NORTHERN
 RR0012'PACIFIC RAILWAY, 65 FEET SOUTH OF THE BOXCAR STATION, 43.5 FEET
 RR0012'NORTHWEST OF A RAILROAD-CROSSING-ONE-MILE SIGN, 59 FEET SOUTHEAST OF A
 RR0012'FENCE CORNER, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 5
 RR0012'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF
 RR0012'POLES.  A STANDARD DISK, STAMPED 1743.612 H 10 1927 AND SET IN THE TOP
 RR0012'OF A CONCRETE POST PROJECING ABOUT 3 INCHES ABOVE GROUND.
 RR0012
 RR0012                          STATION RECOVERY (1995)
 RR0012
 RR0012'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 RR0012'RECOVERED AS DESCRIBED.
 RR0012
 RR0012                          STATION RECOVERY (2002)
 RR0012
 RR0012'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL)
 RR0012'IN MOFFIT, MAIN ST. NORTH TO 2ND AVE NORTH, THENCE EAST ON 2ND AVE
 RR0012'NORTH TO 3RD ST NORTH, THENCE EASTERLY ALONG TRAIL TO RR CROSSING,
 RR0012'STATION IS 45 FEET SOUTH OF RR CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0062 ***********************************************************************
 SO0062  DESIGNATION -  H 10 B 1
 SO0062  PID         -  SO0062
 SO0062  STATE/COUNTY-  ND/MOUNTRAIL
 SO0062  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0062
 SO0062                         *CURRENT SURVEY CONTROL
 SO0062  ___________________________________________________________________
 SO0062* NAD 83(1986)-  47 58 53.     (N)    102 20 41.     (W)     SCALED    
 SO0062* NAVD 88     -       624.313  (meters)    2048.27   (feet)  ADJUSTED  
 SO0062  ___________________________________________________________________
 SO0062  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0062  DYNAMIC HT  -         624.405 (meters)    2048.57  (feet)  COMP
 SO0062  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 SO0062
 SO0062  VERT ORDER  -  SECOND    CLASS 0
 SO0062
 SO0062.The horizontal coordinates were scaled from a topographic map and have
 SO0062.an estimated accuracy of +/- 6 seconds.
 SO0062
 SO0062.The orthometric height was determined by differential leveling
 SO0062.and adjusted by the National Geodetic Survey in June 1991..
 SO0062
 SO0062.The geoid height was determined by GEOID03.
 SO0062
 SO0062.The dynamic height is computed by dividing the NAVD 88
 SO0062.geopotential number by the normal gravity value computed on the
 SO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0062.degrees latitude (g = 980.6199 gals.).
 SO0062
 SO0062.The modeled gravity was interpolated from observed gravity values.
 SO0062
 SO0062;                    North         East    Units  Estimated Accuracy
 SO0062;SPC ND N     -   110,760.      462,310.      MT  (+/- 180 meters Scaled)
 SO0062
 SO0062                          SUPERSEDED SURVEY CONTROL
 SO0062
 SO0062  NGVD 29 (??/??/92)  623.88   (m)         2046.8    (f) COMPUTED    2 0
 SO0062
 SO0062.Superseded values are not recommended for survey control.
 SO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0062.See file dsdata.txt to determine how the superseded data were derived.
 SO0062
 SO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP981176(NAD 83)
 SO0062_MARKER: Z = SEE DESCRIPTION
 SO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0062_STAMPING: B 1
 SO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0062+STABILITY: SURFACE MOTION
 SO0062
 SO0062  HISTORY     - Date     Condition        Report By
 SO0062  HISTORY     - UNK      MONUMENTED       DOD
 SO0062  HISTORY     - 1963     GOOD             NGS
 SO0062
 SO0062                          STATION DESCRIPTION
 SO0062
 SO0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0062'12.3 MI S FROM BELDEN.
 SO0062'ABOUT 12.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0062'BELDEN, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 23,
 SO0062'ABOUT 117 YARDS WEST OF THE HIGHWAY, ON THE TOP OF A SLIGHT RIDGE IN A
 SO0062'CULTIVATED FIELD, 84 FEET EAST OF A FENCE, A 1 1/2 X 4 FOOT CONCRETE
 SO0062'PEDESTAL WITH TRIBRACH, S 17, R 91 W, T 152 N.  NOTE-- CENTER OF THE
 SO0062'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0063 ***********************************************************************
 SO0063  DESIGNATION -  H 10 B 2
 SO0063  PID         -  SO0063
 SO0063  STATE/COUNTY-  ND/MOUNTRAIL
 SO0063  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0063
 SO0063                         *CURRENT SURVEY CONTROL
 SO0063  ___________________________________________________________________
 SO0063* NAD 83(1986)-  47 58 56.     (N)    102 20 22.     (W)     SCALED    
 SO0063* NAVD 88     -       634.883  (meters)    2082.95   (feet)  ADJUSTED  
 SO0063  ___________________________________________________________________
 SO0063  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0063  DYNAMIC HT  -         634.978 (meters)    2083.26  (feet)  COMP
 SO0063  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 SO0063
 SO0063  VERT ORDER  -  SECOND    CLASS 0
 SO0063
 SO0063.The horizontal coordinates were scaled from a topographic map and have
 SO0063.an estimated accuracy of +/- 6 seconds.
 SO0063
 SO0063.The orthometric height was determined by differential leveling
 SO0063.and adjusted by the National Geodetic Survey in June 1991..
 SO0063
 SO0063.The geoid height was determined by GEOID03.
 SO0063
 SO0063.The dynamic height is computed by dividing the NAVD 88
 SO0063.geopotential number by the normal gravity value computed on the
 SO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0063.degrees latitude (g = 980.6199 gals.).
 SO0063
 SO0063.The modeled gravity was interpolated from observed gravity values.
 SO0063
 SO0063;                    North         East    Units  Estimated Accuracy
 SO0063;SPC ND N     -   110,840.      462,710.      MT  (+/- 180 meters Scaled)
 SO0063
 SO0063                          SUPERSEDED SURVEY CONTROL
 SO0063
 SO0063  NGVD 29 (??/??/92)  634.45   (m)         2081.5    (f) COMPUTED    2 0
 SO0063
 SO0063.Superseded values are not recommended for survey control.
 SO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0063.See file dsdata.txt to determine how the superseded data were derived.
 SO0063
 SO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP985177(NAD 83)
 SO0063_MARKER: Z = SEE DESCRIPTION
 SO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0063_STAMPING: B 2
 SO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0063+STABILITY: SURFACE MOTION
 SO0063
 SO0063  HISTORY     - Date     Condition        Report By
 SO0063  HISTORY     - UNK      MONUMENTED       DOD
 SO0063  HISTORY     - 1963     GOOD             NGS
 SO0063
 SO0063                          STATION DESCRIPTION
 SO0063
 SO0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0063'12.5 MI S FROM BELDEN.
 SO0063'ABOUT 12.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0063'BELDEN, THENCE 0.2 MILE EAST ACROSS A CULTIVATED FIELD, ON THE TOP OF
 SO0063'A HIGH RIDGE IN THE FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SO0063'TRIBRACH, S 16, R 91 W, T 152 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 SO0063'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0058 ***********************************************************************
 SO0058  DESIGNATION -  H 10 Z
 SO0058  PID         -  SO0058
 SO0058  STATE/COUNTY-  ND/MOUNTRAIL
 SO0058  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0058
 SO0058                         *CURRENT SURVEY CONTROL
 SO0058  ___________________________________________________________________
 SO0058* NAD 83(1986)-  47 59 15.     (N)    102 20 35.     (W)     SCALED    
 SO0058* NAVD 88     -       637.485  (meters)    2091.48   (feet)  ADJUSTED  
 SO0058  ___________________________________________________________________
 SO0058  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0058  DYNAMIC HT  -         637.580 (meters)    2091.79  (feet)  COMP
 SO0058  MODELED GRAV-     980,738.5   (mgal)                       NAVD 88
 SO0058
 SO0058  VERT ORDER  -  SECOND    CLASS 0
 SO0058
 SO0058.The horizontal coordinates were scaled from a topographic map and have
 SO0058.an estimated accuracy of +/- 6 seconds.
 SO0058
 SO0058.The orthometric height was determined by differential leveling
 SO0058.and adjusted by the National Geodetic Survey in June 1991..
 SO0058
 SO0058.The geoid height was determined by GEOID03.
 SO0058
 SO0058.The dynamic height is computed by dividing the NAVD 88
 SO0058.geopotential number by the normal gravity value computed on the
 SO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0058.degrees latitude (g = 980.6199 gals.).
 SO0058
 SO0058.The modeled gravity was interpolated from observed gravity values.
 SO0058
 SO0058;                    North         East    Units  Estimated Accuracy
 SO0058;SPC ND N     -   111,440.      462,450.      MT  (+/- 180 meters Scaled)
 SO0058
 SO0058                          SUPERSEDED SURVEY CONTROL
 SO0058
 SO0058  NGVD 29 (??/??/92)  637.05   (m)         2090.1    (f) COMPUTED    2 0
 SO0058
 SO0058.Superseded values are not recommended for survey control.
 SO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0058.See file dsdata.txt to determine how the superseded data were derived.
 SO0058
 SO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP982183(NAD 83)
 SO0058_MARKER: DS = TRIANGULATION STATION DISK
 SO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0058_STAMPING: H 10 Z 1962
 SO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0058+STABILITY: SURFACE MOTION
 SO0058
 SO0058  HISTORY     - Date     Condition        Report By
 SO0058  HISTORY     - 1962     MONUMENTED       CGS
 SO0058  HISTORY     - 1963     GOOD             NGS
 SO0058
 SO0058                          STATION DESCRIPTION
 SO0058
 SO0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0058'12.0 MI S FROM BELDEN.
 SO0058'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0058'BELDEN, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF A GRADED DIRT ROAD
 SO0058'LEADING EAST, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 53 FEET
 SO0058'SOUTHEAST OF A POWER POLE, 5.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 SO0058'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0058'CONCRETE POST PROJECTING 4 INCHES, S 16, R 91 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0057 ***********************************************************************
 SO0057  DESIGNATION -  H 10 Z RM 1
 SO0057  PID         -  SO0057
 SO0057  STATE/COUNTY-  ND/MOUNTRAIL
 SO0057  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0057
 SO0057                         *CURRENT SURVEY CONTROL
 SO0057  ___________________________________________________________________
 SO0057* NAD 83(1986)-  47 59 16.     (N)    102 20 35.     (W)     SCALED    
 SO0057* NAVD 88     -       637.406  (meters)    2091.22   (feet)  ADJUSTED  
 SO0057  ___________________________________________________________________
 SO0057  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0057  DYNAMIC HT  -         637.500 (meters)    2091.53  (feet)  COMP
 SO0057  MODELED GRAV-     980,738.5   (mgal)                       NAVD 88
 SO0057
 SO0057  VERT ORDER  -  SECOND    CLASS 0
 SO0057
 SO0057.The horizontal coordinates were scaled from a topographic map and have
 SO0057.an estimated accuracy of +/- 6 seconds.
 SO0057
 SO0057.The orthometric height was determined by differential leveling
 SO0057.and adjusted by the National Geodetic Survey in June 1991..
 SO0057
 SO0057.The geoid height was determined by GEOID03.
 SO0057
 SO0057.The dynamic height is computed by dividing the NAVD 88
 SO0057.geopotential number by the normal gravity value computed on the
 SO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0057.degrees latitude (g = 980.6199 gals.).
 SO0057
 SO0057.The modeled gravity was interpolated from observed gravity values.
 SO0057
 SO0057;                    North         East    Units  Estimated Accuracy
 SO0057;SPC ND N     -   111,470.      462,450.      MT  (+/- 180 meters Scaled)
 SO0057
 SO0057                          SUPERSEDED SURVEY CONTROL
 SO0057
 SO0057  NGVD 29 (??/??/92)  636.98   (m)         2089.8    (f) COMPUTED    2 0
 SO0057
 SO0057.Superseded values are not recommended for survey control.
 SO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0057.See file dsdata.txt to determine how the superseded data were derived.
 SO0057
 SO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP982183(NAD 83)
 SO0057_MARKER: DR = REFERENCE MARK DISK
 SO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0057_STAMPING: H 10 Z NO 1 1962
 SO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0057+STABILITY: SURFACE MOTION
 SO0057
 SO0057  HISTORY     - Date     Condition        Report By
 SO0057  HISTORY     - 1962     MONUMENTED       CGS
 SO0057  HISTORY     - 1963     GOOD             NGS
 SO0057
 SO0057                          STATION DESCRIPTION
 SO0057
 SO0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0057'12.0 MI S FROM BELDEN.
 SO0057'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0057'BELDEN, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF A GRADED DIRT ROAD
 SO0057'LEADING EAST, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 40.5
 SO0057'FEET NORTH OF THE STATION MARK, 34 FEET EAST OF A POWER POLE, ABOUT 15
 SO0057'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0057'POST PROJECTING 4 INCHES, S 16, R 91 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0059 ***********************************************************************
 SO0059  DESIGNATION -  H 10 Z RM 2
 SO0059  PID         -  SO0059
 SO0059  STATE/COUNTY-  ND/MOUNTRAIL
 SO0059  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0059
 SO0059                         *CURRENT SURVEY CONTROL
 SO0059  ___________________________________________________________________
 SO0059* NAD 83(1986)-  47 59 16.     (N)    102 20 35.     (W)     SCALED    
 SO0059* NAVD 88     -       636.999  (meters)    2089.89   (feet)  ADJUSTED  
 SO0059  ___________________________________________________________________
 SO0059  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0059  DYNAMIC HT  -         637.094 (meters)    2090.20  (feet)  COMP
 SO0059  MODELED GRAV-     980,738.5   (mgal)                       NAVD 88
 SO0059
 SO0059  VERT ORDER  -  SECOND    CLASS 0
 SO0059
 SO0059.The horizontal coordinates were scaled from a topographic map and have
 SO0059.an estimated accuracy of +/- 6 seconds.
 SO0059
 SO0059.The orthometric height was determined by differential leveling
 SO0059.and adjusted by the National Geodetic Survey in June 1991..
 SO0059
 SO0059.The geoid height was determined by GEOID03.
 SO0059
 SO0059.The dynamic height is computed by dividing the NAVD 88
 SO0059.geopotential number by the normal gravity value computed on the
 SO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0059.degrees latitude (g = 980.6199 gals.).
 SO0059
 SO0059.The modeled gravity was interpolated from observed gravity values.
 SO0059
 SO0059;                    North         East    Units  Estimated Accuracy
 SO0059;SPC ND N     -   111,470.      462,450.      MT  (+/- 180 meters Scaled)
 SO0059
 SO0059                          SUPERSEDED SURVEY CONTROL
 SO0059
 SO0059  NGVD 29 (??/??/92)  636.57   (m)         2088.5    (f) COMPUTED    2 0
 SO0059
 SO0059.Superseded values are not recommended for survey control.
 SO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0059.See file dsdata.txt to determine how the superseded data were derived.
 SO0059
 SO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP982183(NAD 83)
 SO0059_MARKER: DR = REFERENCE MARK DISK
 SO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0059_STAMPING: H 10 Z NO 2 1962
 SO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0059+STABILITY: SURFACE MOTION
 SO0059
 SO0059  HISTORY     - Date     Condition        Report By
 SO0059  HISTORY     - 1962     MONUMENTED       CGS
 SO0059  HISTORY     - 1963     GOOD             NGS
 SO0059
 SO0059                          STATION DESCRIPTION
 SO0059
 SO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0059'12.0 MI S FROM BELDEN.
 SO0059'ABOUT 12.0 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0059'BELDEN, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF A GRADED DIRT ROAD
 SO0059'LEADING EAST, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 88 FEET
 SO0059'SOUTHEAST OF A POWER POLE, 37.8 FEET SOUTH OF THE STATION MARK, ABOUT
 SO0059'15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0059'CONCRETE POST PROJECTING 4 INCHES, S 16, R 91 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0398 ***********************************************************************
 RR0398  DESIGNATION -  H 100
 RR0398  PID         -  RR0398
 RR0398  STATE/COUNTY-  ND/GRANT
 RR0398  USGS QUAD   -  HEIL (1980)
 RR0398
 RR0398                         *CURRENT SURVEY CONTROL
 RR0398  ___________________________________________________________________
 RR0398* NAD 83(1986)-  46 24 28.     (N)    101 37 52.     (W)     SCALED    
 RR0398* NAVD 88     -       691.626  (meters)    2269.11   (feet)  ADJUSTED  
 RR0398  ___________________________________________________________________
 RR0398  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 RR0398  DYNAMIC HT  -         691.589 (meters)    2268.99  (feet)  COMP
 RR0398  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 RR0398
 RR0398  VERT ORDER  -  SECOND    CLASS 0
 RR0398
 RR0398.The horizontal coordinates were scaled from a topographic map and have
 RR0398.an estimated accuracy of +/- 6 seconds.
 RR0398
 RR0398.The orthometric height was determined by differential leveling
 RR0398.and adjusted by the National Geodetic Survey in June 1991..
 RR0398
 RR0398.The geoid height was determined by GEOID03.
 RR0398
 RR0398.The dynamic height is computed by dividing the NAVD 88
 RR0398.geopotential number by the normal gravity value computed on the
 RR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0398.degrees latitude (g = 980.6199 gals.).
 RR0398
 RR0398.The modeled gravity was interpolated from observed gravity values.
 RR0398
 RR0398;                    North         East    Units  Estimated Accuracy
 RR0398;SPC ND S     -    83,010.      513,030.      MT  (+/- 180 meters Scaled)
 RR0398
 RR0398                          SUPERSEDED SURVEY CONTROL
 RR0398
 RR0398  NGVD 29 (??/??/92)  691.124  (m)         2267.46   (f) ADJ UNCH    2 0
 RR0398
 RR0398.Superseded values are not recommended for survey control.
 RR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0398.See file dsdata.txt to determine how the superseded data were derived.
 RR0398
 RR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS977427(NAD 83)
 RR0398_MARKER: DB = BENCH MARK DISK
 RR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0398_STAMPING: H-100 -- 1934
 RR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0398+STABILITY: SURFACE MOTION
 RR0398
 RR0398  HISTORY     - Date     Condition        Report By
 RR0398  HISTORY     - 1934     MONUMENTED       CGS
 RR0398  HISTORY     - 1956     GOOD             NGS
 RR0398
 RR0398                          STATION DESCRIPTION
 RR0398
 RR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0398'3.3 MI SW FROM CARSON.
 RR0398'3.3 MILES SOUTHWEST OF THE STATION AT CARSON AND 3.6 MILES NORTHEAST
 RR0398'OF THE STATION AT HEIL.  0.3 OF MILE SOUTHWEST OF M.P.NO. 56. 375 FEET
 RR0398'NORTHEAST OF CENTER OF A GRADED COUNTY ROAD CROSSING THE TRACK. 37.9
 RR0398'FEET NORTHWEST OF NORTHWEST RAIL.  5 FEET SOUTHWEST OF A TELEGRAPH
 RR0398'POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 RR0398
 RR0398                          STATION RECOVERY (1956)
 RR0398
 RR0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0089 ***********************************************************************
 RS0089  DESIGNATION -  H 101
 RS0089  PID         -  RS0089
 RS0089  STATE/COUNTY-  ND/ADAMS
 RS0089  USGS QUAD   -  BUCYRUS (1974)
 RS0089
 RS0089                         *CURRENT SURVEY CONTROL
 RS0089  ___________________________________________________________________
 RS0089* NAD 83(1986)-  46 04 58.     (N)    102 49 00.     (W)     SCALED    
 RS0089* NAVD 88     -       857.363  (meters)    2812.87   (feet)  ADJUSTED  
 RS0089  ___________________________________________________________________
 RS0089  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 RS0089  DYNAMIC HT  -         857.269 (meters)    2812.56  (feet)  COMP
 RS0089  MODELED GRAV-     980,475.3   (mgal)                       NAVD 88
 RS0089
 RS0089  VERT ORDER  -  SECOND    CLASS 0
 RS0089
 RS0089.The horizontal coordinates were scaled from a topographic map and have
 RS0089.an estimated accuracy of +/- 6 seconds.
 RS0089
 RS0089.The orthometric height was determined by differential leveling
 RS0089.and adjusted by the National Geodetic Survey in June 1991..
 RS0089
 RS0089.The geoid height was determined by GEOID03.
 RS0089
 RS0089.The dynamic height is computed by dividing the NAVD 88
 RS0089.geopotential number by the normal gravity value computed on the
 RS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0089.degrees latitude (g = 980.6199 gals.).
 RS0089
 RS0089.The modeled gravity was interpolated from observed gravity values.
 RS0089
 RS0089;                    North         East    Units  Estimated Accuracy
 RS0089;SPC ND S     -    48,900.      420,830.      MT  (+/- 180 meters Scaled)
 RS0089
 RS0089                          SUPERSEDED SURVEY CONTROL
 RS0089
 RS0089  NGVD 29 (??/??/92)  856.852  (m)         2811.19   (f) ADJ UNCH    2 0
 RS0089
 RS0089.Superseded values are not recommended for survey control.
 RS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0089.See file dsdata.txt to determine how the superseded data were derived.
 RS0089
 RS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM688055(NAD 83)
 RS0089_MARKER: DB = BENCH MARK DISK
 RS0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0089_STAMPING: H 101 1934
 RS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0089+STABILITY: SURFACE MOTION
 RS0089
 RS0089  HISTORY     - Date     Condition        Report By
 RS0089  HISTORY     - 1934     MONUMENTED       CGS
 RS0089
 RS0089                          STATION DESCRIPTION
 RS0089
 RS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0089'2.0 MI NW FROM BUCYRUS.
 RS0089'2.0 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0089'RAILROAD FROM THE STATION AT BUCYRUS, ADAMS COUNTY, OPPOSITE MILEPOST
 RS0089'938, 100 YARDS NORTH OF A WINDMILL, 47 FEET SOUTHWEST OF THE CENTER
 RS0089'LINE OF U.S. HIGHWAY 12, 41.9 FEET NORTHEAST OF THE NORTHEAST RAIL,
 RS0089'AND 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK,
 RS0089'STAMPED H 101 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RS0089'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0112 ***********************************************************************
 SN0112  DESIGNATION -  H 11
 SN0112  PID         -  SN0112
 SN0112  STATE/COUNTY-  ND/BURLEIGH
 SN0112  USGS QUAD   -  WILTON SE (1976)
 SN0112
 SN0112                         *CURRENT SURVEY CONTROL
 SN0112  ___________________________________________________________________
 SN0112* NAD 83(1986)-  47 01 08.     (N)    100 45 06.     (W)     SCALED    
 SN0112* NAVD 88     -       585.161  (meters)    1919.82   (feet)  ADJUSTED  
 SN0112  ___________________________________________________________________
 SN0112  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SN0112  DYNAMIC HT  -         585.167 (meters)    1919.84  (feet)  COMP
 SN0112  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 SN0112
 SN0112  VERT ORDER  -  FIRST     CLASS II
 SN0112
 SN0112.The horizontal coordinates were scaled from a topographic map and have
 SN0112.an estimated accuracy of +/- 6 seconds.
 SN0112
 SN0112.The orthometric height was determined by differential leveling
 SN0112.and adjusted by the National Geodetic Survey in June 1991..
 SN0112
 SN0112.The geoid height was determined by GEOID03.
 SN0112
 SN0112.The dynamic height is computed by dividing the NAVD 88
 SN0112.geopotential number by the normal gravity value computed on the
 SN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0112.degrees latitude (g = 980.6199 gals.).
 SN0112
 SN0112.The modeled gravity was interpolated from observed gravity values.
 SN0112
 SN0112;                    North         East    Units  Estimated Accuracy
 SN0112;SPC ND S     -   150,340.      580,870.      MT  (+/- 180 meters Scaled)
 SN0112
 SN0112                          SUPERSEDED SURVEY CONTROL
 SN0112
 SN0112  NGVD 29 (??/??/92)  584.729  (m)         1918.40   (f) ADJ UNCH    1 2
 SN0112
 SN0112.Superseded values are not recommended for survey control.
 SN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0112.See file dsdata.txt to determine how the superseded data were derived.
 SN0112
 SN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT668087(NAD 83)
 SN0112_MARKER: DB = BENCH MARK DISK
 SN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0112_STAMPING: H 11 1927 1918.434
 SN0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0112+STABILITY: SURFACE MOTION
 SN0112
 SN0112  HISTORY     - Date     Condition        Report By
 SN0112  HISTORY     - 1927     MONUMENTED       CGS
 SN0112  HISTORY     - 1962     GOOD             NGS
 SN0112
 SN0112                          STATION DESCRIPTION
 SN0112
 SN0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0112'0.5 MI S FROM BALDWIN.
 SN0112'ABOUT 0.5 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0112'STATION AT BALDWIN, 1 1/2 POLES SOUTH OF MILEPOST 543, AT A ROAD
 SN0112'CROSSING, 82 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 65.5 FEET
 SN0112'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 51.5 FEET SOUTH OF THE
 SN0112'FIRST POLE SOUTH OF THE MILEPOST, 38.5 FEET WEST OF THE WEST RAIL, 7
 SN0112'FEET EAST OF A FENCE LINE, 1.5 FEET NORTH OF A WITNESS POST, SET IN
 SN0112'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0730 ***********************************************************************
 TG0730  DESIGNATION -  H 11 B 1
 TG0730  PID         -  TG0730
 TG0730  STATE/COUNTY-  ND/MOUNTRAIL
 TG0730  USGS QUAD   -  BELDEN SE (1981)
 TG0730
 TG0730                         *CURRENT SURVEY CONTROL
 TG0730  ___________________________________________________________________
 TG0730* NAD 83(1986)-  48 05 51.     (N)    102 16 53.     (W)     SCALED    
 TG0730* NAVD 88     -       684.024  (meters)    2244.17   (feet)  ADJUSTED  
 TG0730  ___________________________________________________________________
 TG0730  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0730  DYNAMIC HT  -         684.121 (meters)    2244.49  (feet)  COMP
 TG0730  MODELED GRAV-     980,730.0   (mgal)                       NAVD 88
 TG0730
 TG0730  VERT ORDER  -  SECOND    CLASS 0
 TG0730
 TG0730.The horizontal coordinates were scaled from a topographic map and have
 TG0730.an estimated accuracy of +/- 6 seconds.
 TG0730
 TG0730.The orthometric height was determined by differential leveling
 TG0730.and adjusted by the National Geodetic Survey in June 1991..
 TG0730
 TG0730.The geoid height was determined by GEOID03.
 TG0730
 TG0730.The dynamic height is computed by dividing the NAVD 88
 TG0730.geopotential number by the normal gravity value computed on the
 TG0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0730.degrees latitude (g = 980.6199 gals.).
 TG0730
 TG0730.The modeled gravity was interpolated from observed gravity values.
 TG0730
 TG0730;                    North         East    Units  Estimated Accuracy
 TG0730;SPC ND N     -   123,560.      467,330.      MT  (+/- 180 meters Scaled)
 TG0730
 TG0730                          SUPERSEDED SURVEY CONTROL
 TG0730
 TG0730  NGVD 29 (??/??/92)  683.57   (m)         2242.7    (f) COMPUTED    2 0
 TG0730
 TG0730.Superseded values are not recommended for survey control.
 TG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0730.See file dsdata.txt to determine how the superseded data were derived.
 TG0730
 TG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP024307(NAD 83)
 TG0730_MARKER: DD = SURVEY DISK
 TG0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0730_SP_SET: PEDESTAL
 TG0730_STAMPING: B 1
 TG0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0730
 TG0730  HISTORY     - Date     Condition        Report By
 TG0730  HISTORY     - UNK      MONUMENTED       DOD
 TG0730  HISTORY     - 1963     GOOD             NGS
 TG0730
 TG0730                          STATION DESCRIPTION
 TG0730
 TG0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0730'7.6 MI SE FROM BELDEN.
 TG0730'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0730'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0730'SOUTH ALONG A TRACK ROAD, THENCE 0.35 MILE EAST ALONG A GRAVELED
 TG0730'COUNTY ROAD, THENCE 0.15 MILE NORTH ACROSS A CULTIVATED FIELD, ON THE
 TG0730'SOUTH SLOPE OF A SLIGHT RISE, ABOUT 1035 FEET NORTHWEST OF THE
 TG0730'LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 5, R 90
 TG0730'W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0731 ***********************************************************************
 TG0731  DESIGNATION -  H 11 B 2
 TG0731  PID         -  TG0731
 TG0731  STATE/COUNTY-  ND/MOUNTRAIL
 TG0731  USGS QUAD   -  BELDEN SE (1981)
 TG0731
 TG0731                         *CURRENT SURVEY CONTROL
 TG0731  ___________________________________________________________________
 TG0731* NAD 83(1986)-  48 06 00.     (N)    102 16 33.     (W)     SCALED    
 TG0731* NAVD 88     -       681.803  (meters)    2236.88   (feet)  ADJUSTED  
 TG0731  ___________________________________________________________________
 TG0731  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0731  DYNAMIC HT  -         681.900 (meters)    2237.20  (feet)  COMP
 TG0731  MODELED GRAV-     980,730.3   (mgal)                       NAVD 88
 TG0731
 TG0731  VERT ORDER  -  SECOND    CLASS 0
 TG0731
 TG0731.The horizontal coordinates were scaled from a topographic map and have
 TG0731.an estimated accuracy of +/- 6 seconds.
 TG0731
 TG0731.The orthometric height was determined by differential leveling
 TG0731.and adjusted by the National Geodetic Survey in June 1991..
 TG0731
 TG0731.The geoid height was determined by GEOID03.
 TG0731
 TG0731.The dynamic height is computed by dividing the NAVD 88
 TG0731.geopotential number by the normal gravity value computed on the
 TG0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0731.degrees latitude (g = 980.6199 gals.).
 TG0731
 TG0731.The modeled gravity was interpolated from observed gravity values.
 TG0731
 TG0731;                    North         East    Units  Estimated Accuracy
 TG0731;SPC ND N     -   123,820.      467,750.      MT  (+/- 180 meters Scaled)
 TG0731
 TG0731                          SUPERSEDED SURVEY CONTROL
 TG0731
 TG0731  NGVD 29 (??/??/92)  681.35   (m)         2235.4    (f) COMPUTED    2 0
 TG0731
 TG0731.Superseded values are not recommended for survey control.
 TG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0731.See file dsdata.txt to determine how the superseded data were derived.
 TG0731
 TG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP028310(NAD 83)
 TG0731_MARKER: DD = SURVEY DISK
 TG0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0731_SP_SET: PEDESTAL
 TG0731_STAMPING: B 2
 TG0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0731
 TG0731  HISTORY     - Date     Condition        Report By
 TG0731  HISTORY     - UNK      MONUMENTED       DOD
 TG0731  HISTORY     - 1963     GOOD             NGS
 TG0731
 TG0731                          STATION DESCRIPTION
 TG0731
 TG0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0731'7.9 MI SE FROM BELDEN.
 TG0731'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0731'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0731'SOUTH ALONG A TRACK ROAD, THENCE 0.35 MILE EAST ALONG A GRAVELED
 TG0731'COUNTY ROAD, THENCE 0.45 MILE NORTHEAST ACROSS A CULTIVATED FIELD, ON
 TG0731'THE EAST SLOPE OF A SLIGHT RISE, ABOUT 0.15 MILE NORTH OF THE
 TG0731'LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 5, R 90
 TG0731'W, T 153 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0728 ***********************************************************************
 TG0728  DESIGNATION -  H 11 Z
 TG0728  PID         -  TG0728
 TG0728  STATE/COUNTY-  ND/MOUNTRAIL
 TG0728  USGS QUAD   -  BELDEN SE (1981)
 TG0728
 TG0728                         *CURRENT SURVEY CONTROL
 TG0728  ___________________________________________________________________
 TG0728* NAD 83(1986)-  48 05 35.     (N)    102 16 53.     (W)     SCALED    
 TG0728* NAVD 88     -       679.302  (meters)    2228.68   (feet)  ADJUSTED  
 TG0728  ___________________________________________________________________
 TG0728  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0728  DYNAMIC HT  -         679.398 (meters)    2228.99  (feet)  COMP
 TG0728  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 TG0728
 TG0728  VERT ORDER  -  SECOND    CLASS 0
 TG0728
 TG0728.The horizontal coordinates were scaled from a topographic map and have
 TG0728.an estimated accuracy of +/- 6 seconds.
 TG0728
 TG0728.The orthometric height was determined by differential leveling
 TG0728.and adjusted by the National Geodetic Survey in June 1991..
 TG0728
 TG0728.The geoid height was determined by GEOID03.
 TG0728
 TG0728.The dynamic height is computed by dividing the NAVD 88
 TG0728.geopotential number by the normal gravity value computed on the
 TG0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0728.degrees latitude (g = 980.6199 gals.).
 TG0728
 TG0728.The modeled gravity was interpolated from observed gravity values.
 TG0728
 TG0728;                    North         East    Units  Estimated Accuracy
 TG0728;SPC ND N     -   123,060.      467,320.      MT  (+/- 180 meters Scaled)
 TG0728
 TG0728                          SUPERSEDED SURVEY CONTROL
 TG0728
 TG0728  NGVD 29 (??/??/92)  678.85   (m)         2227.2    (f) COMPUTED    2 0
 TG0728
 TG0728.Superseded values are not recommended for survey control.
 TG0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0728.See file dsdata.txt to determine how the superseded data were derived.
 TG0728
 TG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP024302(NAD 83)
 TG0728_MARKER: DS = TRIANGULATION STATION DISK
 TG0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0728_STAMPING: H 11 Z 1962
 TG0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0728+STABILITY: SURFACE MOTION
 TG0728
 TG0728  HISTORY     - Date     Condition        Report By
 TG0728  HISTORY     - 1962     MONUMENTED       CGS
 TG0728  HISTORY     - 1963     GOOD             NGS
 TG0728
 TG0728                          STATION DESCRIPTION
 TG0728
 TG0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0728'7.6 MI SE FROM BELDEN.
 TG0728'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0728'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0728'SOUTH ALONG A TRACK ROAD, THENCE 0.35 MILE EAST ALONG A GRAVELED
 TG0728'COUNTY ROAD, THENCE 0.15 MILE SOUTH ALONG A STRIP OF GRASS THROUGH A
 TG0728'FIELD, ON THE CREST OF A SLIGHT RIDGE, 54.0 FEET NORTHWEST OF R.M. 1,
 TG0728'46.5 FEET SOUTHEAST OF R.M. 2, 27.0 FEET EAST OF THE EAST EDGE OF A
 TG0728'LARGE ROCK PILE, 3.7 FEET NORTHEAST OF A METAL WITNESS POST, AND SET
 TG0728'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT, S 8, R 90 W, T 153
 TG0728'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0729 ***********************************************************************
 TG0729  DESIGNATION -  H 11 Z RM 1
 TG0729  PID         -  TG0729
 TG0729  STATE/COUNTY-  ND/MOUNTRAIL
 TG0729  USGS QUAD   -  BELDEN SE (1981)
 TG0729
 TG0729                         *CURRENT SURVEY CONTROL
 TG0729  ___________________________________________________________________
 TG0729* NAD 83(1986)-  48 05 35.     (N)    102 16 53.     (W)     SCALED    
 TG0729* NAVD 88     -       678.721  (meters)    2226.77   (feet)  ADJUSTED  
 TG0729  ___________________________________________________________________
 TG0729  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0729  DYNAMIC HT  -         678.817 (meters)    2227.09  (feet)  COMP
 TG0729  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 TG0729
 TG0729  VERT ORDER  -  SECOND    CLASS 0
 TG0729
 TG0729.The horizontal coordinates were scaled from a topographic map and have
 TG0729.an estimated accuracy of +/- 6 seconds.
 TG0729
 TG0729.The orthometric height was determined by differential leveling
 TG0729.and adjusted by the National Geodetic Survey in June 1991..
 TG0729
 TG0729.The geoid height was determined by GEOID03.
 TG0729
 TG0729.The dynamic height is computed by dividing the NAVD 88
 TG0729.geopotential number by the normal gravity value computed on the
 TG0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0729.degrees latitude (g = 980.6199 gals.).
 TG0729
 TG0729.The modeled gravity was interpolated from observed gravity values.
 TG0729
 TG0729;                    North         East    Units  Estimated Accuracy
 TG0729;SPC ND N     -   123,060.      467,320.      MT  (+/- 180 meters Scaled)
 TG0729
 TG0729                          SUPERSEDED SURVEY CONTROL
 TG0729
 TG0729  NGVD 29 (??/??/92)  678.27   (m)         2225.3    (f) COMPUTED    2 0
 TG0729
 TG0729.Superseded values are not recommended for survey control.
 TG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0729.See file dsdata.txt to determine how the superseded data were derived.
 TG0729
 TG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP024302(NAD 83)
 TG0729_MARKER: DR = REFERENCE MARK DISK
 TG0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0729_STAMPING: H 11 Z NO 1 1963
 TG0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0729+STABILITY: SURFACE MOTION
 TG0729
 TG0729  HISTORY     - Date     Condition        Report By
 TG0729  HISTORY     - 1963     MONUMENTED       CGS
 TG0729
 TG0729                          STATION DESCRIPTION
 TG0729
 TG0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0729'7.6 MI SE FROM BELDEN.
 TG0729'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0729'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0729'SOUTH ALONG A TRACK ROAD, THENCE 0.35 MILE EAST ALONG A GRAVELED
 TG0729'COUNTY ROAD, THENCE 0.15 MILE SOUTH ALONG A STRIP OF GRASS THROUGH A
 TG0729'FIELD, 72.0 FEET EAST OF R.M. 2, 54.0 FEET SOUTHEAST OF THE STATION
 TG0729'MARK, 5.0 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED FIELD, AND
 TG0729'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT, S 8, R 90 W, T
 TG0729'153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0727 ***********************************************************************
 TG0727  DESIGNATION -  H 11 Z RM 2
 TG0727  PID         -  TG0727
 TG0727  STATE/COUNTY-  ND/MOUNTRAIL
 TG0727  USGS QUAD   -  BELDEN SE (1981)
 TG0727
 TG0727                         *CURRENT SURVEY CONTROL
 TG0727  ___________________________________________________________________
 TG0727* NAD 83(1986)-  48 05 35.     (N)    102 16 53.     (W)     SCALED    
 TG0727* NAVD 88     -       679.189  (meters)    2228.31   (feet)  ADJUSTED  
 TG0727  ___________________________________________________________________
 TG0727  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG0727  DYNAMIC HT  -         679.286 (meters)    2228.62  (feet)  COMP
 TG0727  MODELED GRAV-     980,730.2   (mgal)                       NAVD 88
 TG0727
 TG0727  VERT ORDER  -  SECOND    CLASS 0
 TG0727
 TG0727.The horizontal coordinates were scaled from a topographic map and have
 TG0727.an estimated accuracy of +/- 6 seconds.
 TG0727
 TG0727.The orthometric height was determined by differential leveling
 TG0727.and adjusted by the National Geodetic Survey in June 1991..
 TG0727
 TG0727.The geoid height was determined by GEOID03.
 TG0727
 TG0727.The dynamic height is computed by dividing the NAVD 88
 TG0727.geopotential number by the normal gravity value computed on the
 TG0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0727.degrees latitude (g = 980.6199 gals.).
 TG0727
 TG0727.The modeled gravity was interpolated from observed gravity values.
 TG0727
 TG0727;                    North         East    Units  Estimated Accuracy
 TG0727;SPC ND N     -   123,060.      467,320.      MT  (+/- 180 meters Scaled)
 TG0727
 TG0727                          SUPERSEDED SURVEY CONTROL
 TG0727
 TG0727  NGVD 29 (??/??/92)  678.74   (m)         2226.8    (f) COMPUTED    2 0
 TG0727
 TG0727.Superseded values are not recommended for survey control.
 TG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0727.See file dsdata.txt to determine how the superseded data were derived.
 TG0727
 TG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP024302(NAD 83)
 TG0727_MARKER: DR = REFERENCE MARK DISK
 TG0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0727_STAMPING: H 11 Z NO 2 1962
 TG0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0727+STABILITY: SURFACE MOTION
 TG0727
 TG0727  HISTORY     - Date     Condition        Report By
 TG0727  HISTORY     - 1962     MONUMENTED       CGS
 TG0727  HISTORY     - 1963     GOOD             NGS
 TG0727
 TG0727                          STATION DESCRIPTION
 TG0727
 TG0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0727'7.6 MI SE FROM BELDEN.
 TG0727'ABOUT 3.1 MILES SOUTH ALONG A STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0727'BELDEN, THENCE 3.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 TG0727'SOUTH ALONG A TRACK ROAD, THENCE 0.35 MILE EAST ALONG A GRAVELED
 TG0727'COUNTY ROAD, THENCE 0.15 MILE SOUTH ALONG A STRIP OF GRASS THROUGH A
 TG0727'CULTIVATED FIELD, 72.0 FEET WEST OF R.M. 1, 46.5 FEET SOUTHWEST OF THE
 TG0727'STATION MARK, 5.0 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED
 TG0727'FIELD, 8.0 FEET SOUTH OF THE SOUTH EDGE OF A LARGE ROCK PILE, AND SET
 TG0727'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT, S 8, R 90 W, T 153
 TG0727'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0587 ***********************************************************************
 SL0587  DESIGNATION -  H 117
 SL0587  PID         -  SL0587
 SL0587  STATE/COUNTY-  ND/CASS
 SL0587  USGS QUAD   -  PAGE (1967)
 SL0587
 SL0587                         *CURRENT SURVEY CONTROL
 SL0587  ___________________________________________________________________
 SL0587* NAD 83(1986)-  47 09 07.     (N)    097 34 43.     (W)     SCALED    
 SL0587* NAVD 88     -       357.711  (meters)    1173.59   (feet)  ADJUSTED  
 SL0587  ___________________________________________________________________
 SL0587  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SL0587  DYNAMIC HT  -         357.750 (meters)    1173.72  (feet)  COMP
 SL0587  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 SL0587
 SL0587  VERT ORDER  -  SECOND    CLASS 0
 SL0587
 SL0587.The horizontal coordinates were scaled from a topographic map and have
 SL0587.an estimated accuracy of +/- 6 seconds.
 SL0587
 SL0587.The orthometric height was determined by differential leveling
 SL0587.and adjusted by the National Geodetic Survey in June 1991..
 SL0587
 SL0587.The geoid height was determined by GEOID03.
 SL0587
 SL0587.The dynamic height is computed by dividing the NAVD 88
 SL0587.geopotential number by the normal gravity value computed on the
 SL0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0587.degrees latitude (g = 980.6199 gals.).
 SL0587
 SL0587.The modeled gravity was interpolated from observed gravity values.
 SL0587
 SL0587;                    North         East    Units  Estimated Accuracy
 SL0587;SPC ND S     -   169,220.      821,500.      MT  (+/- 180 meters Scaled)
 SL0587
 SL0587                          SUPERSEDED SURVEY CONTROL
 SL0587
 SL0587  NGVD 29 (??/??/92)  357.35   (m)         1172.4    (f) COMPUTED    2 0
 SL0587
 SL0587.Superseded values are not recommended for survey control.
 SL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0587.See file dsdata.txt to determine how the superseded data were derived.
 SL0587
 SL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT077230(NAD 83)
 SL0587_MARKER: DB = BENCH MARK DISK
 SL0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0587_STAMPING: H-117 1934
 SL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0587+STABILITY: SURFACE MOTION
 SL0587
 SL0587  HISTORY     - Date     Condition        Report By
 SL0587  HISTORY     - 1934     MONUMENTED       CGS
 SL0587
 SL0587                          STATION DESCRIPTION
 SL0587
 SL0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0587'0.7 MI SW FROM PAGE.
 SL0587'0.7 MILE SOUTHWEST OF DEPOT AT PAGE.  ALONG STATE HIGHWAY NO. 38 AT
 SL0587'CROSSROADS, 0.6MILE NORTH OF GREAT NORTHERN RAILROAD.  SET IN POST 2
 SL0587'FEET BELOW HIGHWAY LEVEL, 5 FEETFEET NORTH OF TELEPHONE POLE, 68 FEET
 SL0587'SOUTH OF CENTER LINE OF CROSSROAD AND 39 FEET WEST OF CENTER LINE OF
 SL0587'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0588 ***********************************************************************
 SL0588  DESIGNATION -  H 117 RESET
 SL0588  PID         -  SL0588
 SL0588  STATE/COUNTY-  ND/CASS
 SL0588  USGS QUAD   -  PAGE (1967)
 SL0588
 SL0588                         *CURRENT SURVEY CONTROL
 SL0588  ___________________________________________________________________
 SL0588* NAD 83(1986)-  47 09 07.     (N)    097 34 41.     (W)     SCALED    
 SL0588* NAVD 88     -       357.395  (meters)    1172.55   (feet)  ADJUSTED  
 SL0588  ___________________________________________________________________
 SL0588  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SL0588  DYNAMIC HT  -         357.434 (meters)    1172.68  (feet)  COMP
 SL0588  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 SL0588
 SL0588  VERT ORDER  -  SECOND    CLASS 0
 SL0588
 SL0588.The horizontal coordinates were scaled from a topographic map and have
 SL0588.an estimated accuracy of +/- 6 seconds.
 SL0588
 SL0588.The orthometric height was determined by differential leveling
 SL0588.and adjusted by the National Geodetic Survey in June 1991..
 SL0588
 SL0588.The geoid height was determined by GEOID03.
 SL0588
 SL0588.The dynamic height is computed by dividing the NAVD 88
 SL0588.geopotential number by the normal gravity value computed on the
 SL0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0588.degrees latitude (g = 980.6199 gals.).
 SL0588
 SL0588.The modeled gravity was interpolated from observed gravity values.
 SL0588
 SL0588;                    North         East    Units  Estimated Accuracy
 SL0588;SPC ND S     -   169,220.      821,540.      MT  (+/- 180 meters Scaled)
 SL0588
 SL0588                          SUPERSEDED SURVEY CONTROL
 SL0588
 SL0588  NGVD 29 (??/??/92)  357.051  (m)         1171.42   (f) ADJ UNCH    2 0
 SL0588
 SL0588.Superseded values are not recommended for survey control.
 SL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0588.See file dsdata.txt to determine how the superseded data were derived.
 SL0588
 SL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT077230(NAD 83)
 SL0588_MARKER: DB = BENCH MARK DISK
 SL0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0588_STAMPING: H 117 1934 RESET 1958
 SL0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0588+STABILITY: SURFACE MOTION
 SL0588
 SL0588  HISTORY     - Date     Condition        Report By
 SL0588  HISTORY     - 1958     MONUMENTED       CGS
 SL0588  HISTORY     - 1964     GOOD             NGS
 SL0588
 SL0588                          STATION DESCRIPTION
 SL0588
 SL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0588'0.4 MI S FROM PAGE.
 SL0588'0.4 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY
 SL0588'STATION AT PAGE, AT A ROAD INTERSECTION, IN SECTION 6, R 54 W, T 142
 SL0588'N, 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 102 1/2 FEET SOUTH
 SL0588'OF THE CENTER LINE OF THE EASTWESTT ROAD, 143 FEET SOUTHEAST OF THE
 SL0588'APPROXIMATE CENTER OF THE INTERSECTION, 1 FOOT NORTH OF A METAL
 SL0588'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 SL0588'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0504 ***********************************************************************
 SN0504  DESIGNATION -  H 12
 SN0504  PID         -  SN0504
 SN0504  STATE/COUNTY-  ND/MCLEAN
 SN0504  USGS QUAD   -  COLEHARBOR (1980)
 SN0504
 SN0504                         *CURRENT SURVEY CONTROL
 SN0504  ___________________________________________________________________
 SN0504* NAD 83(1986)-  47 31 52.     (N)    101 12 15.     (W)     SCALED    
 SN0504* NAVD 88     -       588.873  (meters)    1931.99   (feet)  ADJUSTED  
 SN0504  ___________________________________________________________________
 SN0504  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 SN0504  DYNAMIC HT  -         588.922 (meters)    1932.15  (feet)  COMP
 SN0504  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 SN0504
 SN0504  VERT ORDER  -  FIRST     CLASS II
 SN0504
 SN0504.The horizontal coordinates were scaled from a topographic map and have
 SN0504.an estimated accuracy of +/- 6 seconds.
 SN0504
 SN0504.The orthometric height was determined by differential leveling
 SN0504.and adjusted by the National Geodetic Survey in June 1991..
 SN0504.WARNING-Repeat measurements at this control monument indicate possible
 SN0504.vertical movement.
 SN0504
 SN0504.The geoid height was determined by GEOID03.
 SN0504
 SN0504.The dynamic height is computed by dividing the NAVD 88
 SN0504.geopotential number by the normal gravity value computed on the
 SN0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0504.degrees latitude (g = 980.6199 gals.).
 SN0504
 SN0504.The modeled gravity was interpolated from observed gravity values.
 SN0504
 SN0504;                    North         East    Units  Estimated Accuracy
 SN0504;SPC ND N     -    59,290.      546,980.      MT  (+/- 180 meters Scaled)
 SN0504
 SN0504                          SUPERSEDED SURVEY CONTROL
 SN0504
 SN0504  NGVD 29 (??/??/92)  588.460  (m)         1930.64   (f) ADJ UNCH    1 2
 SN0504
 SN0504.Superseded values are not recommended for survey control.
 SN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0504.See file dsdata.txt to determine how the superseded data were derived.
 SN0504
 SN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT340665(NAD 83)
 SN0504_MARKER: DB = BENCH MARK DISK
 SN0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0504_STAMPING: H 12 1927 1930.616
 SN0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0504+STABILITY: SURFACE MOTION
 SN0504
 SN0504  HISTORY     - Date     Condition        Report By
 SN0504  HISTORY     - 1927     MONUMENTED       CGS
 SN0504  HISTORY     - 1962     GOOD             NGS
 SN0504  HISTORY     - 1975     GOOD             NGS
 SN0504
 SN0504                          STATION DESCRIPTION
 SN0504
 SN0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0504'1.0 MI SE FROM COLEHARBOR.
 SN0504'ABOUT 1 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0504'COLEHARBOR, 5 1/2 POLES SOUTHEAST OF A ROAD CROSSING, 29 FEET
 SN0504'NORTHEAST OF THE NORTHEAST RAIL, 99 FEET SOUTHWEST OF THE CENTERLINE
 SN0504'OF THE HIGHWAY, 85 FEET NORTH OF A TELEPHONE POLE, 45.5 FEET SOUTH OF
 SN0504'TELEGRAPH POLE NO 2140, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET
 SN0504'HIGHER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SN0504'0.3 FOOT.  NOTE-- TO BE DESTROYED.
 SN0504
 SN0504                          STATION RECOVERY (1975)
 SN0504
 SN0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SN0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0505 ***********************************************************************
 SN0505  DESIGNATION -  H 12 RESET
 SN0505  PID         -  SN0505
 SN0505  STATE/COUNTY-  ND/MCLEAN
 SN0505  USGS QUAD   -  COLEHARBOR (1980)
 SN0505
 SN0505                         *CURRENT SURVEY CONTROL
 SN0505  ___________________________________________________________________
 SN0505* NAD 83(1986)-  47 31 50.     (N)    101 12 15.     (W)     SCALED    
 SN0505* NAVD 88     -       589.527  (meters)    1934.14   (feet)  ADJUSTED  
 SN0505  ___________________________________________________________________
 SN0505  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 SN0505  DYNAMIC HT  -         589.577 (meters)    1934.30  (feet)  COMP
 SN0505  MODELED GRAV-     980,677.0   (mgal)                       NAVD 88
 SN0505
 SN0505  VERT ORDER  -  FIRST     CLASS II
 SN0505
 SN0505.The horizontal coordinates were scaled from a topographic map and have
 SN0505.an estimated accuracy of +/- 6 seconds.
 SN0505
 SN0505.The orthometric height was determined by differential leveling
 SN0505.and adjusted by the National Geodetic Survey in June 1991..
 SN0505
 SN0505.The geoid height was determined by GEOID03.
 SN0505
 SN0505.The dynamic height is computed by dividing the NAVD 88
 SN0505.geopotential number by the normal gravity value computed on the
 SN0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0505.degrees latitude (g = 980.6199 gals.).
 SN0505
 SN0505.The modeled gravity was interpolated from observed gravity values.
 SN0505
 SN0505;                    North         East    Units  Estimated Accuracy
 SN0505;SPC ND N     -    59,230.      546,980.      MT  (+/- 180 meters Scaled)
 SN0505
 SN0505                          SUPERSEDED SURVEY CONTROL
 SN0505
 SN0505.No superseded survey control is available for this station.
 SN0505
 SN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT340664(NAD 83)
 SN0505_MARKER: DB = BENCH MARK DISK
 SN0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0505_SP_SET: MONUMENT
 SN0505_STAMPING: H 12 RESET 1975
 SN0505_MARK LOGO: NGS   
 SN0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0505
 SN0505  HISTORY     - Date     Condition        Report By
 SN0505  HISTORY     - 1975     MONUMENTED       NGS
 SN0505  HISTORY     - 1982     GOOD             NGS
 SN0505
 SN0505                          STATION DESCRIPTION
 SN0505
 SN0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SN0505'1.1 MI SE FROM COLEHARBOR.
 SN0505'1.1 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE GRAIN
 SN0505'ELEVATOR IN COLEHARBOR, 0.15 MILE SOUTH OF A RAILROAD CROSSING, AT AN
 SN0505'ANGLING FENCE CORNER, AT HIGHWAY STATION NO. 1281 + 68, 177 FEET WEST
 SN0505'OF THE CENTER OF U.S. HIGHWAY 83, 53 FEET SOUTHEAST OF AN UNDERGROUND
 SN0505'TELEPHONE CABLE PEDESTAL, 44 FEET WEST OF THE WEST RAIL, 12 FEET SOUTH
 SN0505'OF THE CENTER ONE OF THREE BRACED FENCE POSTS, 1 FOOT EAST OF THE
 SN0505'FENCE, 3.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SN0505'ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.  NOTE-- THE DISK
 SN0505'WILL BE REMOVED FROM BENCH MARK H 12 AT THE TIME OF HIGHWAY
 SN0505'CONSTRUCTION.
 SN0505
 SN0505                          STATION RECOVERY (1982)
 SN0505
 SN0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0505'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0505'10.0 KM (6.2 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0505'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI)
 SN0505'SOUTHEAST OF A GRAVELED ROAD CROSSING, 57.6 METERS (189.0 FT)
 SN0505'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 SN0505'13.5 METERS (44.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOO LINE
 SN0505'RAILROAD AND 0.5 METER (1.6 FT) NORTHEAST OF A FENCE.
 SN0505'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SN0505'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0009 ***********************************************************************
 SN0009  DESIGNATION -  H 122
 SN0009  PID         -  SN0009
 SN0009  STATE/COUNTY-  ND/PIERCE
 SN0009  USGS QUAD   -  ANAMOOSE (1958)
 SN0009
 SN0009                         *CURRENT SURVEY CONTROL
 SN0009  ___________________________________________________________________
 SN0009* NAD 83(1986)-  47 56 45.     (N)    100 13 29.     (W)     SCALED    
 SN0009* NAVD 88     -       486.393  (meters)    1595.77   (feet)  ADJUSTED  
 SN0009  ___________________________________________________________________
 SN0009  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 SN0009  DYNAMIC HT  -         486.466 (meters)    1596.01  (feet)  COMP
 SN0009  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 SN0009
 SN0009  VERT ORDER  -  SECOND    CLASS 0
 SN0009
 SN0009.The horizontal coordinates were scaled from a topographic map and have
 SN0009.an estimated accuracy of +/- 6 seconds.
 SN0009
 SN0009.The orthometric height was determined by differential leveling
 SN0009.and adjusted by the National Geodetic Survey in June 1991..
 SN0009
 SN0009.The geoid height was determined by GEOID03.
 SN0009
 SN0009.The dynamic height is computed by dividing the NAVD 88
 SN0009.geopotential number by the normal gravity value computed on the
 SN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0009.degrees latitude (g = 980.6199 gals.).
 SN0009
 SN0009.The modeled gravity was interpolated from observed gravity values.
 SN0009
 SN0009;                    North         East    Units  Estimated Accuracy
 SN0009;SPC ND N     -   105,200.      620,560.      MT  (+/- 180 meters Scaled)
 SN0009
 SN0009                          SUPERSEDED SURVEY CONTROL
 SN0009
 SN0009  NGVD 29 (??/??/92)  486.019  (m)         1594.55   (f) ADJ UNCH    2 0
 SN0009
 SN0009.Superseded values are not recommended for survey control.
 SN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0009.See file dsdata.txt to determine how the superseded data were derived.
 SN0009
 SN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU085110(NAD 83)
 SN0009_MARKER: DB = BENCH MARK DISK
 SN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0009_STAMPING: H 122 1934
 SN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0009+STABILITY: SURFACE MOTION
 SN0009
 SN0009  HISTORY     - Date     Condition        Report By
 SN0009  HISTORY     - 1934     MONUMENTED       CGS
 SN0009
 SN0009                          STATION DESCRIPTION
 SN0009
 SN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0009'1.6 MI W FROM AYLMER.
 SN0009'IN MCHENRY COUNTY, 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY
 SN0009'FROM THE STATION AT AYLMER, PIERCE COUNTY, 13 POLES EAST OF MILEPOST
 SN0009'179, 52 FEET NORTH OF THE CENTERLINE OF THE TRACK, 27 FEET EAST OF A
 SN0009'POLE, 4 FEET LOWER THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE
 SN0009'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0363 ***********************************************************************
 TF0363  DESIGNATION -  H 123
 TF0363  PID         -  TF0363
 TF0363  STATE/COUNTY-  ND/MCHENRY
 TF0363  USGS QUAD   -  NORWICH (1949)
 TF0363
 TF0363                         *CURRENT SURVEY CONTROL
 TF0363  ___________________________________________________________________
 TF0363* NAD 83(1986)-  48 10 49.     (N)    100 56 57.     (W)     SCALED    
 TF0363* NAVD 88     -       478.575  (meters)    1570.12   (feet)  ADJUSTED  
 TF0363  ___________________________________________________________________
 TF0363  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 TF0363  DYNAMIC HT  -         478.657 (meters)    1570.39  (feet)  COMP
 TF0363  MODELED GRAV-     980,766.2   (mgal)                       NAVD 88
 TF0363
 TF0363  VERT ORDER  -  SECOND    CLASS 0
 TF0363
 TF0363.The horizontal coordinates were scaled from a topographic map and have
 TF0363.an estimated accuracy of +/- 6 seconds.
 TF0363
 TF0363.The orthometric height was determined by differential leveling
 TF0363.and adjusted by the National Geodetic Survey in June 1991..
 TF0363
 TF0363.The geoid height was determined by GEOID03.
 TF0363
 TF0363.The dynamic height is computed by dividing the NAVD 88
 TF0363.geopotential number by the normal gravity value computed on the
 TF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0363.degrees latitude (g = 980.6199 gals.).
 TF0363
 TF0363.The modeled gravity was interpolated from observed gravity values.
 TF0363
 TF0363;                    North         East    Units  Estimated Accuracy
 TF0363;SPC ND N     -   131,320.      566,600.      MT  (+/- 180 meters Scaled)
 TF0363
 TF0363                          SUPERSEDED SURVEY CONTROL
 TF0363
 TF0363  NGVD 29 (??/??/92)  478.202  (m)         1568.90   (f) ADJ UNCH    2 0
 TF0363
 TF0363.Superseded values are not recommended for survey control.
 TF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0363.See file dsdata.txt to determine how the superseded data were derived.
 TF0363
 TF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU551381(NAD 83)
 TF0363_MARKER: DB = BENCH MARK DISK
 TF0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0363_STAMPING: H 123 1934
 TF0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0363+STABILITY: SURFACE MOTION
 TF0363
 TF0363  HISTORY     - Date     Condition        Report By
 TF0363  HISTORY     - 1934     MONUMENTED       CGS
 TF0363  HISTORY     - 1962     GOOD             NGS
 TF0363
 TF0363                          STATION DESCRIPTION
 TF0363
 TF0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0363'4.1 MI NW FROM SIMCOE.
 TF0363'ABOUT 4.1 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0363'STATION AT SIMCOE, ABOUT 3 POLES SOUTHEAST OF A GRAVELED ROAD
 TF0363'CROSSING, AT MILEPOST 216, 117 FEET NORTHWEST OF THE MILEPOST, 38.4
 TF0363'FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET SOUTHEAST OF A TELEGRAPH
 TF0363'POLE, 1.1 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 TF0363'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0581 ***********************************************************************
 TF0581  DESIGNATION -  H 124
 TF0581  PID         -  TF0581
 TF0581  STATE/COUNTY-  ND/BOTTINEAU
 TF0581  USGS QUAD   -  LANSFORD SE (1949)
 TF0581
 TF0581                         *CURRENT SURVEY CONTROL
 TF0581  ___________________________________________________________________
 TF0581* NAD 83(1986)-  48 35 04.     (N)    101 18 55.     (W)     SCALED    
 TF0581* NAVD 88     -       481.808  (meters)    1580.73   (feet)  ADJUSTED  
 TF0581  ___________________________________________________________________
 TF0581  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TF0581  DYNAMIC HT  -         481.905 (meters)    1581.05  (feet)  COMP
 TF0581  MODELED GRAV-     980,797.3   (mgal)                       NAVD 88
 TF0581
 TF0581  VERT ORDER  -  SECOND    CLASS 0
 TF0581
 TF0581.The horizontal coordinates were scaled from a topographic map and have
 TF0581.an estimated accuracy of +/- 6 seconds.
 TF0581
 TF0581.The orthometric height was determined by differential leveling
 TF0581.and adjusted by the National Geodetic Survey in June 1991..
 TF0581
 TF0581.The geoid height was determined by GEOID03.
 TF0581
 TF0581.The dynamic height is computed by dividing the NAVD 88
 TF0581.geopotential number by the normal gravity value computed on the
 TF0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0581.degrees latitude (g = 980.6199 gals.).
 TF0581
 TF0581.The modeled gravity was interpolated from observed gravity values.
 TF0581
 TF0581;                    North         East    Units  Estimated Accuracy
 TF0581;SPC ND N     -   176,480.      539,850.      MT  (+/- 180 meters Scaled)
 TF0581
 TF0581                          SUPERSEDED SURVEY CONTROL
 TF0581
 TF0581  NGVD 29 (??/??/92)  481.463  (m)         1579.60   (f) ADJ UNCH    2 0
 TF0581
 TF0581.Superseded values are not recommended for survey control.
 TF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0581.See file dsdata.txt to determine how the superseded data were derived.
 TF0581
 TF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU292838(NAD 83)
 TF0581_MARKER: DB = BENCH MARK DISK
 TF0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0581+STABILITY: SURFACE MOTION
 TF0581
 TF0581  HISTORY     - Date     Condition        Report By
 TF0581  HISTORY     - UNK      MONUMENTED       CGS
 TF0581  HISTORY     - 1935     GOOD             NGS
 TF0581
 TF0581                          STATION DESCRIPTION
 TF0581
 TF0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0581'3.8 MI SE FROM LANSFORD.
 TF0581'3.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0581'AT LANSFORD, BOTTINEAU COUNTY, 5 POLES SOUTHEAST OF MILEPOST 31, AT A
 TF0581'PRIVATE CROSSING, 30 FEET NORTHWEST OF THE CENTERLINE OF A GATEWAY, 38
 TF0581'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTHWEST OF A
 TF0581'FENCE, 7 FEET SOUTHEAST OF A POLE, AND ABOUT LEVEL WITH THE TOP OF A
 TF0581'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0830 ***********************************************************************
 SM0830  DESIGNATION -  H 125
 SM0830  PID         -  SM0830
 SM0830  STATE/COUNTY-  ND/STUTSMAN
 SM0830  USGS QUAD   -  LAKE LOUISE (1986)
 SM0830
 SM0830                         *CURRENT SURVEY CONTROL
 SM0830  ___________________________________________________________________
 SM0830* NAD 83(1986)-  47 07 29.     (N)    099 25 14.     (W)     SCALED    
 SM0830* NAVD 88     -       580.382  (meters)    1904.14   (feet)  ADJUSTED  
 SM0830  ___________________________________________________________________
 SM0830  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SM0830  DYNAMIC HT  -         580.411 (meters)    1904.23  (feet)  COMP
 SM0830  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 SM0830
 SM0830  VERT ORDER  -  SECOND    CLASS 0
 SM0830
 SM0830.The horizontal coordinates were scaled from a topographic map and have
 SM0830.an estimated accuracy of +/- 6 seconds.
 SM0830
 SM0830.The orthometric height was determined by differential leveling
 SM0830.and adjusted by the National Geodetic Survey in June 1991..
 SM0830
 SM0830.The geoid height was determined by GEOID03.
 SM0830
 SM0830.The dynamic height is computed by dividing the NAVD 88
 SM0830.geopotential number by the normal gravity value computed on the
 SM0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0830.degrees latitude (g = 980.6199 gals.).
 SM0830
 SM0830.The modeled gravity was interpolated from observed gravity values.
 SM0830
 SM0830;                    North         East    Units  Estimated Accuracy
 SM0830;SPC ND S     -   162,640.      681,900.      MT  (+/- 180 meters Scaled)
 SM0830
 SM0830                          SUPERSEDED SURVEY CONTROL
 SM0830
 SM0830  NGVD 29 (??/??/92)  579.959  (m)         1902.75   (f) ADJ UNCH    2 0
 SM0830
 SM0830.Superseded values are not recommended for survey control.
 SM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0830.See file dsdata.txt to determine how the superseded data were derived.
 SM0830
 SM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT681191(NAD 83)
 SM0830_MARKER: DB = BENCH MARK DISK
 SM0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0830_STAMPING: H 125 1934
 SM0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0830+STABILITY: SURFACE MOTION
 SM0830
 SM0830  HISTORY     - Date     Condition        Report By
 SM0830  HISTORY     - 1934     MONUMENTED       CGS
 SM0830  HISTORY     - 1960     GOOD             NGS
 SM0830
 SM0830                          STATION DESCRIPTION
 SM0830
 SM0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0830'IN MARSTONMOOR.
 SM0830'AT MARSTONMOOR, STUTSMAN COUNTY, ON THE NORTHERN PACIFIC RAILWAY,
 SM0830'ABOUT 60 FEET NORTHWEST OF THE STATION, ABOUT 300 FEET EAST OF A GRADE
 SM0830'CROSSING, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 4 FEET
 SM0830'EAST OF A POLE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 SM0830'DISK, STAMPED H 125 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0830'THE RAILROAD STATION HAS BEEN REMOVED FROM MARSTONMOOR. THE MARK WAS
 SM0830'RECOVERED 4 FEET EAST OF THE 5TH POLE NORTHWEST OF A SECTION-LINE ROAD
 SM0830'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0091 ***********************************************************************
 SN0091  DESIGNATION -  H 126
 SN0091  PID         -  SN0091
 SN0091  STATE/COUNTY-  ND/BURLEIGH
 SN0091  USGS QUAD   -  WING (1979)
 SN0091
 SN0091                         *CURRENT SURVEY CONTROL
 SN0091  ___________________________________________________________________
 SN0091* NAD 83(1986)-  47 08 38.     (N)    100 16 43.     (W)     SCALED    
 SN0091* NAVD 88     -       575.820  (meters)    1889.17   (feet)  ADJUSTED  
 SN0091  ___________________________________________________________________
 SN0091  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 SN0091  DYNAMIC HT  -         575.840 (meters)    1889.24  (feet)  COMP
 SN0091  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 SN0091
 SN0091  VERT ORDER  -  SECOND    CLASS 0
 SN0091
 SN0091.The horizontal coordinates were scaled from a topographic map and have
 SN0091.an estimated accuracy of +/- 6 seconds.
 SN0091
 SN0091.The orthometric height was determined by differential leveling
 SN0091.and adjusted by the National Geodetic Survey in June 1991..
 SN0091
 SN0091.The geoid height was determined by GEOID03.
 SN0091
 SN0091.The dynamic height is computed by dividing the NAVD 88
 SN0091.geopotential number by the normal gravity value computed on the
 SN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0091.degrees latitude (g = 980.6199 gals.).
 SN0091
 SN0091.The modeled gravity was interpolated from observed gravity values.
 SN0091
 SN0091;                    North         East    Units  Estimated Accuracy
 SN0091;SPC ND S     -   164,230.      616,790.      MT  (+/- 180 meters Scaled)
 SN0091
 SN0091                          SUPERSEDED SURVEY CONTROL
 SN0091
 SN0091  NGVD 29 (??/??/92)  575.402  (m)         1887.80   (f) ADJ UNCH    2 0
 SN0091
 SN0091.Superseded values are not recommended for survey control.
 SN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0091.See file dsdata.txt to determine how the superseded data were derived.
 SN0091
 SN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT030219(NAD 83)
 SN0091_MARKER: DB = BENCH MARK DISK
 SN0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0091_SP_SET: FOUNDATION
 SN0091_STAMPING: H 126 1934
 SN0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0091
 SN0091  HISTORY     - Date     Condition        Report By
 SN0091  HISTORY     - 1934     MONUMENTED       CGS
 SN0091  HISTORY     - 1957     GOOD             NGS
 SN0091
 SN0091                          STATION DESCRIPTION
 SN0091
 SN0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0091'IN WING.
 SN0091'AT WING, BURLEIGH COUNTY, 2 POLES EAST OF THE NORTHERN PACIFIC RAILWAY
 SN0091'STATION, AT THE WATER TANK, IN THE CONCRETE FOUNDATION, 16 FEET NORTH
 SN0091'OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH OF THE WEST ONE OF TWO
 SN0091'SOUTH LEGS, 6 INCHES LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H
 SN0091'126 1934.  NOTE-- THE WATER TANK HAS BEEN REMOVED BUT THE CONCRETE
 SN0091'FOUNDATIONS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0241 ***********************************************************************
 RR0241  DESIGNATION -  H 127
 RR0241  PID         -  RR0241
 RR0241  STATE/COUNTY-  ND/MORTON
 RR0241  USGS QUAD   -  BISMARCK (1976)
 RR0241
 RR0241                         *CURRENT SURVEY CONTROL
 RR0241  ___________________________________________________________________
 RR0241* NAD 83(1986)-  46 48 00.     (N)    100 51 36.     (W)     SCALED    
 RR0241* NAVD 88     -       505.629  (meters)    1658.88   (feet)  ADJUSTED  
 RR0241  ___________________________________________________________________
 RR0241  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RR0241  DYNAMIC HT  -         505.635 (meters)    1658.90  (feet)  COMP
 RR0241  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 RR0241
 RR0241  VERT ORDER  -  SECOND    CLASS 0
 RR0241
 RR0241.The horizontal coordinates were scaled from a topographic map and have
 RR0241.an estimated accuracy of +/- 6 seconds.
 RR0241
 RR0241.The orthometric height was determined by differential leveling
 RR0241.and adjusted by the National Geodetic Survey in June 1991..
 RR0241
 RR0241.The geoid height was determined by GEOID03.
 RR0241
 RR0241.The dynamic height is computed by dividing the NAVD 88
 RR0241.geopotential number by the normal gravity value computed on the
 RR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0241.degrees latitude (g = 980.6199 gals.).
 RR0241
 RR0241.The modeled gravity was interpolated from observed gravity values.
 RR0241
 RR0241;                    North         East    Units  Estimated Accuracy
 RR0241;SPC ND S     -   126,040.      572,520.      MT  (+/- 180 meters Scaled)
 RR0241
 RR0241                          SUPERSEDED SURVEY CONTROL
 RR0241
 RR0241  NGVD 29 (??/??/92)  505.205  (m)         1657.49   (f) ADJ UNCH    2 0
 RR0241
 RR0241.Superseded values are not recommended for survey control.
 RR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0241.See file dsdata.txt to determine how the superseded data were derived.
 RR0241
 RR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS580846(NAD 83)
 RR0241_MARKER: DB = BENCH MARK DISK
 RR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0241_STAMPING: H-127 1934
 RR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0241+STABILITY: SURFACE MOTION
 RR0241
 RR0241  HISTORY     - Date     Condition        Report By
 RR0241  HISTORY     - 1934     MONUMENTED       CGS
 RR0241  HISTORY     - 1956     GOOD             NGS
 RR0241  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0241  HISTORY     - 20020215 MARK NOT FOUND   INDIV
 RR0241
 RR0241                          STATION DESCRIPTION
 RR0241
 RR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0241'3.3 MI S FROM MANDAN.
 RR0241'ABOUT 3.3 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RR0241'STATION AT MANDAN, MORTON COUNTY, ABOUT 7 POLES SOUTH OF MILEPOST 2,
 RR0241'61 FEET WEST OF THE CENTERLINE OF THE TRACK, 10 FEET NORTH OF A POLE,
 RR0241'AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 RR0241'STAMPED H 127 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RR0241
 RR0241                          STATION RECOVERY (1956)
 RR0241
 RR0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0241'RECOVERED IN GOOD CONDITION.
 RR0241
 RR0241                          STATION RECOVERY (1982)
 RR0241
 RR0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0241'MARK NOT FOUND.
 RR0241
 RR0241                          STATION RECOVERY (2002)
 RR0241
 RR0241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 RR0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0118 ***********************************************************************
 RR0118  DESIGNATION -  H 128 RESET
 RR0118  PID         -  RR0118
 RR0118  STATE/COUNTY-  ND/SIOUX
 RR0118  USGS QUAD   -  CANNON BALL (1968)
 RR0118
 RR0118                         *CURRENT SURVEY CONTROL
 RR0118  ___________________________________________________________________
 RR0118* NAD 83(1986)-  46 23 08.     (N)    100 35 19.     (W)     SCALED    
 RR0118* NAVD 88     -       532.41   (meters)    1746.7    (feet)  RESET     
 RR0118  ___________________________________________________________________
 RR0118  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0118
 RR0118  VERT ORDER  -  THIRD
 RR0118
 RR0118.The horizontal coordinates were scaled from a topographic map and have
 RR0118.an estimated accuracy of +/- 6 seconds.
 RR0118
 RR0118.The orthometric height was computed from unverified reset data.
 RR0118
 RR0118.The geoid height was determined by GEOID03.
 RR0118
 RR0118;                    North         East    Units  Estimated Accuracy
 RR0118;SPC ND S     -    79,910.      593,180.      MT  (+/- 180 meters Scaled)
 RR0118
 RR0118                          SUPERSEDED SURVEY CONTROL
 RR0118
 RR0118.No superseded survey control is available for this station.
 RR0118
 RR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS778381(NAD 83)
 RR0118_MARKER: DB = BENCH MARK DISK
 RR0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0118_STAMPING: H 128 RESET 1964
 RR0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0118+STABILITY: SURFACE MOTION
 RR0118
 RR0118  HISTORY     - Date     Condition        Report By
 RR0118  HISTORY     - 1964     MONUMENTED       DI
 RR0118
 RR0118                          STATION DESCRIPTION
 RR0118
 RR0118'DESCRIBED BY US DEPARTMENT OF INTERIOR 1964
 RR0118'1.4 MI S FROM CANNON BALL.
 RR0118'1.4 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0118'RAILWAY STATION AT CANNONBALL, SIOUX COUNTY, NORTH DAKOTA, AT A
 RR0118'CROSSROADS, AT A TURN LEADING WEST, 557 FEET SOUTH OF THE TURN LEADING
 RR0118'WEST, 76.5 FEET EAST OF THE CENTERLINE OF THE GRADED AND GRAVELED ROAD
 RR0118'LEADING SOUTH, 1.5 FEET EAST OF A NORTH-SOUTH FENCE AT A STRAIN PANEL
 RR0118'NEAR THE SOUTH POST, AND SET IN A CONCRETE POST PROJECTING 0.2 FOOT
 RR0118'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0169 ***********************************************************************
 RR0169  DESIGNATION -  H 129
 RR0169  PID         -  RR0169
 RR0169  STATE/COUNTY-  ND/SIOUX
 RR0169  USGS QUAD   -  SELFRIDGE SE (1971)
 RR0169
 RR0169                         *CURRENT SURVEY CONTROL
 RR0169  ___________________________________________________________________
 RR0169* NAD 83(1986)-  46 02 40.     (N)    100 51 28.     (W)     SCALED    
 RR0169* NAVD 88     -       683.044  (meters)    2240.95   (feet)  ADJUSTED  
 RR0169  ___________________________________________________________________
 RR0169  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 RR0169  DYNAMIC HT  -         683.003 (meters)    2240.82  (feet)  COMP
 RR0169  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 RR0169
 RR0169  VERT ORDER  -  SECOND    CLASS 0
 RR0169
 RR0169.The horizontal coordinates were scaled from a topographic map and have
 RR0169.an estimated accuracy of +/- 6 seconds.
 RR0169
 RR0169.The orthometric height was determined by differential leveling
 RR0169.and adjusted by the National Geodetic Survey in June 1991..
 RR0169
 RR0169.The geoid height was determined by GEOID03.
 RR0169
 RR0169.The dynamic height is computed by dividing the NAVD 88
 RR0169.geopotential number by the normal gravity value computed on the
 RR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0169.degrees latitude (g = 980.6199 gals.).
 RR0169
 RR0169.The modeled gravity was interpolated from observed gravity values.
 RR0169
 RR0169;                    North         East    Units  Estimated Accuracy
 RR0169;SPC ND S     -    42,060.      572,310.      MT  (+/- 180 meters Scaled)
 RR0169
 RR0169                          SUPERSEDED SURVEY CONTROL
 RR0169
 RR0169  NGVD 29 (??/??/92)  682.633  (m)         2239.61   (f) ADJ UNCH    2 0
 RR0169
 RR0169.Superseded values are not recommended for survey control.
 RR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0169.See file dsdata.txt to determine how the superseded data were derived.
 RR0169
 RR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS562006(NAD 83)
 RR0169_MARKER: DB = BENCH MARK DISK
 RR0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0169_STAMPING: H 129 1934
 RR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0169+STABILITY: SURFACE MOTION
 RR0169
 RR0169  HISTORY     - Date     Condition        Report By
 RR0169  HISTORY     - 1934     MONUMENTED       CGS
 RR0169  HISTORY     - 1959     GOOD             NGS
 RR0169
 RR0169                          STATION DESCRIPTION
 RR0169
 RR0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RR0169'3.5 MI E FROM SELFRIDGE.
 RR0169'3.5 MILES EAST ALONG STATE HIGHWAY 6 FROM THE CHICAGO, MILWAUKEE, ST.
 RR0169'PAUL, AND PACIFIC RAILROAD STATION AT SELFRIDGE, SIOUX COUNTY, NEAR
 RR0169'THE CENTER OF A LONG CURVE TO THE SOUTH, 45 FEET SOUTH OF THE CENTER
 RR0169'LINE OF THE HIGHWAY, IN LINE WITH THE RIGHT-OF-WAY FENCE, NEAR A WHITE
 RR0169'WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. A
 RR0169'STANDARD DISK, STAMPED H 129 1934 AND SET IN THE TOP OF A CONCRETE
 RR0169'POST.  NOTE-- STATE HIGHWAY 6 IS BEING REROUTED IN THIS VICINITY AND
 RR0169'WILL PASS ABOUT 1/4 MILE SOUTH OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0376 ***********************************************************************
 RR0376  DESIGNATION -  H 130
 RR0376  PID         -  RR0376
 RR0376  STATE/COUNTY-  ND/MORTON
 RR0376  USGS QUAD   -  FLASHER (1980)
 RR0376
 RR0376                         *CURRENT SURVEY CONTROL
 RR0376  ___________________________________________________________________
 RR0376* NAD 83(1986)-  46 25 08.     (N)    101 09 10.     (W)     SCALED    
 RR0376* NAVD 88     -       558.518  (meters)    1832.40   (feet)  ADJUSTED  
 RR0376  ___________________________________________________________________
 RR0376  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 RR0376  DYNAMIC HT  -         558.504 (meters)    1832.36  (feet)  COMP
 RR0376  MODELED GRAV-     980,571.7   (mgal)                       NAVD 88
 RR0376
 RR0376  VERT ORDER  -  SECOND    CLASS 0
 RR0376
 RR0376.The horizontal coordinates were scaled from a topographic map and have
 RR0376.an estimated accuracy of +/- 6 seconds.
 RR0376
 RR0376.The orthometric height was determined by differential leveling
 RR0376.and adjusted by the National Geodetic Survey in June 1991..
 RR0376
 RR0376.The geoid height was determined by GEOID03.
 RR0376
 RR0376.The dynamic height is computed by dividing the NAVD 88
 RR0376.geopotential number by the normal gravity value computed on the
 RR0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0376.degrees latitude (g = 980.6199 gals.).
 RR0376
 RR0376.The modeled gravity was interpolated from observed gravity values.
 RR0376
 RR0376;                    North         East    Units  Estimated Accuracy
 RR0376;SPC ND S     -    83,820.      549,820.      MT  (+/- 180 meters Scaled)
 RR0376
 RR0376                          SUPERSEDED SURVEY CONTROL
 RR0376
 RR0376  NGVD 29 (??/??/92)  558.071  (m)         1830.94   (f) ADJ UNCH    2 0
 RR0376
 RR0376.Superseded values are not recommended for survey control.
 RR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0376.See file dsdata.txt to determine how the superseded data were derived.
 RR0376
 RR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS345428(NAD 83)
 RR0376_MARKER: DB = BENCH MARK DISK
 RR0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0376_STAMPING: 1830.892 H-130 1934
 RR0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0376+STABILITY: SURFACE MOTION
 RR0376
 RR0376  HISTORY     - Date     Condition        Report By
 RR0376  HISTORY     - 1934     MONUMENTED       CGS
 RR0376  HISTORY     - 1975     GOOD             USGS
 RR0376
 RR0376                          STATION DESCRIPTION
 RR0376
 RR0376'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0376'IN GALL.
 RR0376'4.4 MILES EAST ALONG DISMANTLED RAILROAD FROM FLASHER.  37 FT. NORTH,
 RR0376'99 FT. EAST, AND 2.5 FT. LOWER THAN GRADE CROSSING AT DISMANTLED
 RR0376'RAILROAD AND FIELD ROAD, 67 FT. SOUTHEAST OF FENCE CORNER, 47 FT.
 RR0376'NORTH OF OLD RAILROAD GRADE, 4 FT. SOUTH OF RIGHT-OF-WAY FENCE, SET IN
 RR0376'THE TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND, A STANDARD
 RR0376'DISK STAMPED 1830.892, H-130, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0098 ***********************************************************************
 RS0098  DESIGNATION -  H 14
 RS0098  PID         -  RS0098
 RS0098  STATE/COUNTY-  ND/STARK
 RS0098  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0098
 RS0098                         *CURRENT SURVEY CONTROL
 RS0098  ___________________________________________________________________
 RS0098* NAD 83(1986)-  46 52 43.     (N)    102 47 10.     (W)     SCALED    
 RS0098* NAVD 88     -       737.389  (meters)    2419.25   (feet)  ADJUSTED  
 RS0098  ___________________________________________________________________
 RS0098  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RS0098  DYNAMIC HT  -         737.391 (meters)    2419.26  (feet)  COMP
 RS0098  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 RS0098
 RS0098  VERT ORDER  -  FIRST     CLASS II
 RS0098
 RS0098.The horizontal coordinates were scaled from a topographic map and have
 RS0098.an estimated accuracy of +/- 6 seconds.
 RS0098
 RS0098.The orthometric height was determined by differential leveling
 RS0098.and adjusted by the National Geodetic Survey in June 1991..
 RS0098
 RS0098.The geoid height was determined by GEOID03.
 RS0098
 RS0098.The dynamic height is computed by dividing the NAVD 88
 RS0098.geopotential number by the normal gravity value computed on the
 RS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0098.degrees latitude (g = 980.6199 gals.).
 RS0098
 RS0098.The modeled gravity was interpolated from observed gravity values.
 RS0098
 RS0098;                    North         East    Units  Estimated Accuracy
 RS0098;SPC ND S     -   137,250.      425,770.      MT  (+/- 180 meters Scaled)
 RS0098
 RS0098                          SUPERSEDED SURVEY CONTROL
 RS0098
 RS0098  NGVD 29 (??/??/92)  736.855  (m)         2417.50   (f) ADJ UNCH    1 2
 RS0098
 RS0098.Superseded values are not recommended for survey control.
 RS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0098.See file dsdata.txt to determine how the superseded data were derived.
 RS0098
 RS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM686940(NAD 83)
 RS0098_MARKER: DB = BENCH MARK DISK
 RS0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0098_SP_SET: BUILDING
 RS0098_STAMPING: H 14 1931 2417.498
 RS0098_MARK LOGO: CGS   
 RS0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0098
 RS0098  HISTORY     - Date     Condition        Report By
 RS0098  HISTORY     - 1931     MONUMENTED       CGS
 RS0098  HISTORY     - 1942     GOOD             NGS
 RS0098  HISTORY     - 1982     GOOD             NGS
 RS0098
 RS0098                          STATION DESCRIPTION
 RS0098
 RS0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RS0098'IN DICKINSON.
 RS0098'AT DICKINSON, STARK COUNTY, IN THE SOUTH WALL OF THE NORTHERN PACIFIC
 RS0098'RAILWAY STATION, 7 FEET WEST OF THE TICKET OFFICE, AND 4-1/2 FEET
 RS0098'ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED 2417.498 H 14 1931 AND
 RS0098'SET VERTICALLY.
 RS0098
 RS0098                          STATION RECOVERY (1982)
 RS0098
 RS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0098'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RS0098'IN DICKINSON, AT THE INTERSECTION OF SIMS STREET AND WEST VILLARD
 RS0098'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE BURLINGTON NORTHERN
 RS0098'RAILROAD STATION, 23.1 METERS (75.8 FT) EAST OF THE SOUTHWEST CORNER
 RS0098'OF THE BUILDING, 2.2 METERS (7.2 FT) WEST OF THE WEST EDGE OF THE OLD
 RS0098'TICKET WINDOW AND 1.1 METERS (3.6 FT) EAST OF THE CENTER OF THE CENTER
 RS0098'ONE OF THREE ENTRANCES.
 RS0098'THE MARK IS 1.4 M ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0005 ***********************************************************************
 RR0005  DESIGNATION -  H 16
 RR0005  PID         -  RR0005
 RR0005  STATE/COUNTY-  ND/BURLEIGH
 RR0005  USGS QUAD   -  LAKE GENEVA (1975)
 RR0005
 RR0005                         *CURRENT SURVEY CONTROL
 RR0005  ___________________________________________________________________
 RR0005* NAD 83(1986)-  46 50 32.     (N)    100 04 43.     (W)     SCALED    
 RR0005* NAVD 88     -       569.665  (meters)    1868.98   (feet)  ADJUSTED  
 RR0005  ___________________________________________________________________
 RR0005  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 RR0005  DYNAMIC HT  -         569.672 (meters)    1869.00  (feet)  COMP
 RR0005  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RR0005
 RR0005  VERT ORDER  -  FIRST     CLASS II
 RR0005
 RR0005.The horizontal coordinates were scaled from a topographic map and have
 RR0005.an estimated accuracy of +/- 6 seconds.
 RR0005
 RR0005.The orthometric height was determined by differential leveling
 RR0005.and adjusted by the National Geodetic Survey in June 1991..
 RR0005
 RR0005.The geoid height was determined by GEOID03.
 RR0005
 RR0005.The dynamic height is computed by dividing the NAVD 88
 RR0005.geopotential number by the normal gravity value computed on the
 RR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0005.degrees latitude (g = 980.6199 gals.).
 RR0005
 RR0005.The modeled gravity was interpolated from observed gravity values.
 RR0005
 RR0005;                    North         East    Units  Estimated Accuracy
 RR0005;SPC ND S     -   130,760.      632,140.      MT  (+/- 180 meters Scaled)
 RR0005
 RR0005                          SUPERSEDED SURVEY CONTROL
 RR0005
 RR0005  NGVD 29 (??/??/92)  569.235  (m)         1867.57   (f) ADJ UNCH    1 2
 RR0005
 RR0005.Superseded values are not recommended for survey control.
 RR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0005.See file dsdata.txt to determine how the superseded data were derived.
 RR0005
 RR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS177881(NAD 83)
 RR0005_MARKER: DB = BENCH MARK DISK
 RR0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0005_STAMPING: 1867.565 H 16 1931
 RR0005_MARK LOGO: CGS   
 RR0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0005+STABILITY: SURFACE MOTION
 RR0005
 RR0005  HISTORY     - Date     Condition        Report By
 RR0005  HISTORY     - 1931     MONUMENTED       CGS
 RR0005  HISTORY     - 1956     GOOD             NGS
 RR0005  HISTORY     - 1982     POOR             NGS
 RR0005
 RR0005                          STATION DESCRIPTION
 RR0005
 RR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0005'3 MI E FROM DRISCOLL.
 RR0005'ABOUT 3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY, FROM DRISCOLL,
 RR0005'BURLEIGH COUNTY, AT THE SIDING AT GENEVA, ABOUT 671 FEET EAST OF
 RR0005'MILEPOST 159, ABOUT 424 FEET WEST OF A ROAD CROSSING, 67 FEET
 RR0005'NORTHEAST OF THE FOURTH POLE WEST OF THE CROSSING, 93.5 FEET NORTH OF
 RR0005'THE NORTH RAIL OF THE MAIN TRACK, AND 4 FEET SOUTH OF A SNOW FENCE. A
 RR0005'STANDARD DISK, STAMPED 1867.565 H 16 1931 AND SET IN THE TOP OF A
 RR0005'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 RR0005
 RR0005                          STATION RECOVERY (1956)
 RR0005
 RR0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0005'RECOVERED IN GOOD CONDITION.
 RR0005
 RR0005                          STATION RECOVERY (1982)
 RR0005
 RR0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0005'RECOVERED THIS DATE.  FOUND HIT AND LEANING SLIGHTLY TO THE WEST,
 RR0005'NOT LEVELED DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0207 ***********************************************************************
 RQ0207  DESIGNATION -  H 17
 RQ0207  PID         -  RQ0207
 RQ0207  STATE/COUNTY-  ND/STUTSMAN
 RQ0207  USGS QUAD   -  JAMESTOWN (1990)
 RQ0207
 RQ0207                         *CURRENT SURVEY CONTROL
 RQ0207  ___________________________________________________________________
 RQ0207* NAD 83(1986)-  46 54 22.     (N)    098 42 32.     (W)     SCALED    
 RQ0207* NAVD 88     -       432.178  (meters)    1417.90   (feet)  ADJUSTED  
 RQ0207  ___________________________________________________________________
 RQ0207  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0207  DYNAMIC HT  -         432.197 (meters)    1417.97  (feet)  COMP
 RQ0207  MODELED GRAV-     980,644.7   (mgal)                       NAVD 88
 RQ0207
 RQ0207  VERT ORDER  -  FIRST     CLASS II
 RQ0207
 RQ0207.The horizontal coordinates were scaled from a topographic map and have
 RQ0207.an estimated accuracy of +/- 6 seconds.
 RQ0207
 RQ0207.The orthometric height was determined by differential leveling
 RQ0207.and adjusted by the National Geodetic Survey in June 1991..
 RQ0207
 RQ0207.The geoid height was determined by GEOID03.
 RQ0207
 RQ0207.The dynamic height is computed by dividing the NAVD 88
 RQ0207.geopotential number by the normal gravity value computed on the
 RQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0207.degrees latitude (g = 980.6199 gals.).
 RQ0207
 RQ0207.The modeled gravity was interpolated from observed gravity values.
 RQ0207
 RQ0207;                    North         East    Units  Estimated Accuracy
 RQ0207;SPC ND S     -   139,330.      736,440.      MT  (+/- 180 meters Scaled)
 RQ0207
 RQ0207                          SUPERSEDED SURVEY CONTROL
 RQ0207
 RQ0207  NGVD 29 (04/23/90)  431.802  (m)         1416.67   (f) ADJUSTED    1 2
 RQ0207
 RQ0207.Superseded values are not recommended for survey control.
 RQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0207.See file dsdata.txt to determine how the superseded data were derived.
 RQ0207
 RQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS221947(NAD 83)
 RQ0207_MARKER: DB = BENCH MARK DISK
 RQ0207_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RQ0207_STAMPING: 1416.670 H 17 1931
 RQ0207_MARK LOGO: CGS   
 RQ0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0207+STABILITY: POSITION/ELEVATION WELL
 RQ0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0207+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 RQ0207
 RQ0207  HISTORY     - Date     Condition        Report By
 RQ0207  HISTORY     - 1931     MONUMENTED       CGS
 RQ0207  HISTORY     - 1960     GOOD             NGS
 RQ0207  HISTORY     - 1982     GOOD             NGS
 RQ0207  HISTORY     - 1982     GOOD             NGS
 RQ0207  HISTORY     - 1982     GOOD             NGS
 RQ0207  HISTORY     - 20060908 GOOD             GEOCAC
 RQ0207
 RQ0207                          STATION DESCRIPTION
 RQ0207
 RQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0207'IN JAMESTOWN.
 RQ0207'AT JAMESTOWN, AT THE POST OFFICE, IN THE SOUTHEAST WALL, 1.5 FEET
 RQ0207'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT 5 FEET ABOVE
 RQ0207'THE GROUND.  A STANDARD DISK, STAMPED 1416.670 H 17 1931 AND SET
 RQ0207'VERTICALLY.
 RQ0207
 RQ0207                          STATION RECOVERY (1982)
 RQ0207
 RQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0207'RECOVERED IN GOOD CONDITION.
 RQ0207
 RQ0207                          STATION RECOVERY (1982)
 RQ0207
 RQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0207'RECOVERED IN GOOD CONDITION.
 RQ0207
 RQ0207                          STATION RECOVERY (1982)
 RQ0207
 RQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0207'RECOVERED IN GOOD CONDITION.
 RQ0207
 RQ0207                          STATION RECOVERY (2006)
 RQ0207
 RQ0207'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0207'THE DISK IS ONE FOOT NORTH OF THE SOUTH END OF THE EAST FACE OF THE
 RQ0207'POST OFFICE AND COURT HOUSE.  HANDHELD COORDINATES N46-54-23.58
 RQ0207'098-42-31.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0127 ***********************************************************************
 TF0127  DESIGNATION -  H 170
 TF0127  PID         -  TF0127
 TF0127  STATE/COUNTY-  ND/BOTTINEAU
 TF0127  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0127
 TF0127                         *CURRENT SURVEY CONTROL
 TF0127  ___________________________________________________________________
 TF0127* NAD 83(1986)-  48 59 58.     (N)    100 20 11.     (W)     SCALED    
 TF0127* NAVD 88     -       664.484  (meters)    2180.06   (feet)  ADJUSTED  
 TF0127  ___________________________________________________________________
 TF0127  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0127  DYNAMIC HT  -         664.634 (meters)    2180.55  (feet)  COMP
 TF0127  MODELED GRAV-     980,812.4   (mgal)                       NAVD 88
 TF0127
 TF0127  VERT ORDER  -  SECOND    CLASS 0
 TF0127
 TF0127.The horizontal coordinates were scaled from a topographic map and have
 TF0127.an estimated accuracy of +/- 6 seconds.
 TF0127
 TF0127.The orthometric height was determined by differential leveling
 TF0127.and adjusted by the National Geodetic Survey in June 1991..
 TF0127
 TF0127.The geoid height was determined by GEOID03.
 TF0127
 TF0127.The dynamic height is computed by dividing the NAVD 88
 TF0127.geopotential number by the normal gravity value computed on the
 TF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0127.degrees latitude (g = 980.6199 gals.).
 TF0127
 TF0127.The modeled gravity was interpolated from observed gravity values.
 TF0127
 TF0127;                    North         East    Units  Estimated Accuracy
 TF0127;SPC ND N     -   222,330.      611,970.      MT  (+/- 180 meters Scaled)
 TF0127
 TF0127                          SUPERSEDED SURVEY CONTROL
 TF0127
 TF0127  NGVD 29 (??/??/92)  664.075  (m)         2178.72   (f) ADJ UNCH    2 0
 TF0127
 TF0127.Superseded values are not recommended for survey control.
 TF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0127.See file dsdata.txt to determine how the superseded data were derived.
 TF0127
 TF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV022282(NAD 83)
 TF0127_MARKER: DB = BENCH MARK DISK
 TF0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0127_STAMPING: H 170 1935
 TF0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0127+STABILITY: SURFACE MOTION
 TF0127
 TF0127  HISTORY     - Date     Condition        Report By
 TF0127  HISTORY     - 1935     MONUMENTED       CGS
 TF0127
 TF0127                          STATION DESCRIPTION
 TF0127
 TF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0127'1.5 MI N FROM METIGOSHE PARK.
 TF0127'1.5 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE M. WOODS HOUSE AT
 TF0127'METIGOSHE PARK, BOTTINEAU COUNTY, 0.3 MILE WEST OF INTERNATIONAL
 TF0127'BOUNDARY LINE MARKER 703, 56 FEET SOUTHWEST OF THE CORNER OF SECTIONS
 TF0127'25 AND 26, T. 164 N., R. 75 W., 47.5 FEET SOUTH OF A SECTION BOUNDARY
 TF0127'LINE, 27.5 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF
 TF0127'THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED H 170 1935 AND SET
 TF0127'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0103 ***********************************************************************
 TF0103  DESIGNATION -  H 171
 TF0103  PID         -  TF0103
 TF0103  STATE/COUNTY-  ND/BOTTINEAU
 TF0103  USGS QUAD   -  BOTTINEAU SE (1955)
 TF0103
 TF0103                         *CURRENT SURVEY CONTROL
 TF0103  ___________________________________________________________________
 TF0103* NAD 83(1986)-  48 49 15.     (N)    100 16 55.     (W)     SCALED    
 TF0103* NAVD 88     -       527.310  (meters)    1730.02   (feet)  ADJUSTED  
 TF0103  ___________________________________________________________________
 TF0103  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0103  DYNAMIC HT  -         527.438 (meters)    1730.44  (feet)  COMP
 TF0103  MODELED GRAV-     980,836.1   (mgal)                       NAVD 88
 TF0103
 TF0103  VERT ORDER  -  SECOND    CLASS 0
 TF0103
 TF0103.The horizontal coordinates were scaled from a topographic map and have
 TF0103.an estimated accuracy of +/- 6 seconds.
 TF0103
 TF0103.The orthometric height was determined by differential leveling
 TF0103.and adjusted by the National Geodetic Survey in June 1991..
 TF0103
 TF0103.The geoid height was determined by GEOID03.
 TF0103
 TF0103.The dynamic height is computed by dividing the NAVD 88
 TF0103.geopotential number by the normal gravity value computed on the
 TF0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0103.degrees latitude (g = 980.6199 gals.).
 TF0103
 TF0103.The modeled gravity was interpolated from observed gravity values.
 TF0103
 TF0103;                    North         East    Units  Estimated Accuracy
 TF0103;SPC ND N     -   202,480.      616,010.      MT  (+/- 180 meters Scaled)
 TF0103
 TF0103                          SUPERSEDED SURVEY CONTROL
 TF0103
 TF0103  NGVD 29 (??/??/92)  526.929  (m)         1728.77   (f) ADJ UNCH    2 0
 TF0103
 TF0103.Superseded values are not recommended for survey control.
 TF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0103.See file dsdata.txt to determine how the superseded data were derived.
 TF0103
 TF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV059083(NAD 83)
 TF0103_MARKER: DB = BENCH MARK DISK
 TF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0103_STAMPING: H 171 1935
 TF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0103+STABILITY: SURFACE MOTION
 TF0103
 TF0103  HISTORY     - Date     Condition        Report By
 TF0103  HISTORY     - 1935     MONUMENTED       CGS
 TF0103  HISTORY     - 1970     GOOD             NDSU
 TF0103
 TF0103                          STATION DESCRIPTION
 TF0103
 TF0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0103'8.8 MI N FROM OMEMEE.
 TF0103'8.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0103'STATION AT OMEMEE, BOTTINEAU COUNTY, 2.5 MILES EAST ALONG STATE
 TF0103'HIGHWAY 5.  135 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTHWEST
 TF0103'QUARTER OF SECTION 29, T. 162 N., R. 74 W., AT TOUPIN SCHOOL NO. 4, 36
 TF0103'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 48 FEET NORTH
 TF0103'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE
 TF0103'HIGHWAY.  A STANDARD DISK, STAMPED H 171 1935 AND SET IN THE TOP OF A
 TF0103'CONCRETE POST.  NOTE-- 53 FT S OF POWER POLE, 8.5 FT N OF FENCE.
 TF0103
 TF0103                          STATION RECOVERY (1970)
 TF0103
 TF0103'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1511 ***********************************************************************
 TE1511  DESIGNATION -  H 172
 TE1511  PID         -  TE1511
 TE1511  STATE/COUNTY-  ND/ROLETTE
 TE1511  USGS QUAD   -  LAKE UPSILON SW (1955)
 TE1511
 TE1511                         *CURRENT SURVEY CONTROL
 TE1511  ___________________________________________________________________
 TE1511* NAD 83(1986)-  48 46 33.     (N)    099 57 50.     (W)     SCALED    
 TE1511* NAVD 88     -       509.879  (meters)    1672.83   (feet)  POSTED    
 TE1511  ___________________________________________________________________
 TE1511  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 TE1511  DYNAMIC HT  -         510.000 (meters)    1673.22  (feet)  COMP
 TE1511  MODELED GRAV-     980,837.7   (mgal)                       NAVD 88
 TE1511
 TE1511  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1511
 TE1511.The horizontal coordinates were scaled from a topographic map and have
 TE1511.an estimated accuracy of +/- 6 seconds.
 TE1511
 TE1511.The orthometric height was determined by differential leveling
 TE1511.and adjusted by the National Geodetic Survey in 1992..
 TE1511.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1511.rate of 0.0 thru 1.0 mm/km.
 TE1511
 TE1511.The geoid height was determined by GEOID03.
 TE1511
 TE1511.The dynamic height is computed by dividing the NAVD 88
 TE1511.geopotential number by the normal gravity value computed on the
 TE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1511.degrees latitude (g = 980.6199 gals.).
 TE1511
 TE1511.The modeled gravity was interpolated from observed gravity values.
 TE1511
 TE1511;                    North         East    Units  Estimated Accuracy
 TE1511;SPC ND N     -   197,590.      639,400.      MT  (+/- 180 meters Scaled)
 TE1511
 TE1511                          SUPERSEDED SURVEY CONTROL
 TE1511
 TE1511  NGVD 29 (??/??/92)  509.497  (m)         1671.57   (f) ADJ UNCH    2 0
 TE1511
 TE1511.Superseded values are not recommended for survey control.
 TE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1511.See file dsdata.txt to determine how the superseded data were derived.
 TE1511
 TE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV291029(NAD 83)
 TE1511_MARKER: DB = BENCH MARK DISK
 TE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1511_STAMPING: H-172 1935
 TE1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1511+STABILITY: SURFACE MOTION
 TE1511
 TE1511  HISTORY     - Date     Condition        Report By
 TE1511  HISTORY     - 1935     MONUMENTED       CGS
 TE1511
 TE1511                          STATION DESCRIPTION
 TE1511
 TE1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1511'7.0 MI SE FROM DUNSEITH.
 TE1511'4 MILES EAST AND 3 MILES SOUTH OF, ALONG EAST-WEST SECTION LINE, FROM
 TE1511'RAILWAY STATION ABOUT 1.3 MILE EAST OF GREAT NORTHERN R.R.  100 FEET
 TE1511'WEST OF SECTION CORNER COMMON TO SECTIONS 10,11, 14 AND 15 OF T 161 N,
 TE1511'R 72 W.  68 FEET WEST OF A FENCE CORNER.  26 FEET NORTH OF ROAD
 TE1511'CENTERLINE.  1 FT. SOUTH OF PROPERTY-LINE FENCE.  TABLET SET IN
 TE1511'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0056 ***********************************************************************
 TF0056  DESIGNATION -  H 174
 TF0056  PID         -  TF0056
 TF0056  STATE/COUNTY-  ND/PIERCE
 TF0056  USGS QUAD   -  OVERLY SE (1954)
 TF0056
 TF0056                         *CURRENT SURVEY CONTROL
 TF0056  ___________________________________________________________________
 TF0056* NAD 83(1986)-  48 30 06.     (N)    100 04 45.     (W)     SCALED    
 TF0056* NAVD 88     -       463.155  (meters)    1519.53   (feet)  ADJUSTED  
 TF0056  ___________________________________________________________________
 TF0056  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TF0056  DYNAMIC HT  -         463.258 (meters)    1519.87  (feet)  COMP
 TF0056  MODELED GRAV-     980,817.1   (mgal)                       NAVD 88
 TF0056
 TF0056  VERT ORDER  -  SECOND    CLASS 0
 TF0056
 TF0056.The horizontal coordinates were scaled from a topographic map and have
 TF0056.an estimated accuracy of +/- 6 seconds.
 TF0056
 TF0056.The orthometric height was determined by differential leveling
 TF0056.and adjusted by the National Geodetic Survey in June 1991..
 TF0056
 TF0056.The geoid height was determined by GEOID03.
 TF0056
 TF0056.The dynamic height is computed by dividing the NAVD 88
 TF0056.geopotential number by the normal gravity value computed on the
 TF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0056.degrees latitude (g = 980.6199 gals.).
 TF0056
 TF0056.The modeled gravity was interpolated from observed gravity values.
 TF0056
 TF0056;                    North         East    Units  Estimated Accuracy
 TF0056;SPC ND N     -   167,050.      631,100.      MT  (+/- 180 meters Scaled)
 TF0056
 TF0056                          SUPERSEDED SURVEY CONTROL
 TF0056
 TF0056  NGVD 29 (??/??/92)  462.784  (m)         1518.32   (f) ADJ UNCH    2 0
 TF0056
 TF0056.Superseded values are not recommended for survey control.
 TF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0056.See file dsdata.txt to determine how the superseded data were derived.
 TF0056
 TF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU202726(NAD 83)
 TF0056_MARKER: DB = BENCH MARK DISK
 TF0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0056_STAMPING: H 174 1935
 TF0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0056+STABILITY: SURFACE MOTION
 TF0056
 TF0056  HISTORY     - Date     Condition        Report By
 TF0056  HISTORY     - 1935     MONUMENTED       CGS
 TF0056  HISTORY     - 1951     MARK NOT FOUND   NGS
 TF0056  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0056
 TF0056                          STATION DESCRIPTION
 TF0056
 TF0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TF0056'4.3 MI E FROM BARTON.
 TF0056'4.3 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE GREAT
 TF0056'NORTHERN RAILWAY AT BARTON, PIERCE COUNTY, 345 FEET EAST OF THE CORNER
 TF0056'OF SECTIONS 15, 16, 21 AND 22, T. 158 N., R 73 W., AT THE JUNCTION OF
 TF0056'A DRIVEWAY TO THE S. RIPPLINGER FARMHOUSE, 83 FEET WEST OF THE
 TF0056'CENTERLINE OF THE DRIVE, 34 FEET NORTH OF THE CENTERLINE OF THE
 TF0056'HIGHWAY, AND 1 FOOT NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 TF0056'NORTH OF THE FENCE.  A STANDARD DISK, STAMPED H 174 1935 AND SET IN
 TF0056'THE TOP OF A CONCRETE POST.
 TF0056
 TF0056                          STATION RECOVERY (1982)
 TF0056
 TF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0056'NOT RECOVERED, REPORTED PROBABLY DESTROYED IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1535 ***********************************************************************
 TE1535  DESIGNATION -  H 175
 TE1535  PID         -  TE1535
 TE1535  STATE/COUNTY-  ND/ROLETTE
 TE1535  USGS QUAD   -  SAINT JOHN (1969)
 TE1535
 TE1535                         *CURRENT SURVEY CONTROL
 TE1535  ___________________________________________________________________
 TE1535* NAD 83(1986)-  48 59 56.     (N)    099 40 44.     (W)     SCALED    
 TE1535* NAVD 88     -       561.558  (meters)    1842.38   (feet)  ADJUSTED  
 TE1535  ___________________________________________________________________
 TE1535  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TE1535  DYNAMIC HT  -         561.702 (meters)    1842.85  (feet)  COMP
 TE1535  MODELED GRAV-     980,847.8   (mgal)                       NAVD 88
 TE1535
 TE1535  VERT ORDER  -  SECOND    CLASS 0
 TE1535
 TE1535.The horizontal coordinates were scaled from a topographic map and have
 TE1535.an estimated accuracy of +/- 6 seconds.
 TE1535
 TE1535.The orthometric height was determined by differential leveling
 TE1535.and adjusted by the National Geodetic Survey in June 1991..
 TE1535
 TE1535.The geoid height was determined by GEOID03.
 TE1535
 TE1535.The dynamic height is computed by dividing the NAVD 88
 TE1535.geopotential number by the normal gravity value computed on the
 TE1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1535.degrees latitude (g = 980.6199 gals.).
 TE1535
 TE1535.The modeled gravity was interpolated from observed gravity values.
 TE1535
 TE1535;                    North         East    Units  Estimated Accuracy
 TE1535;SPC ND N     -   222,580.      660,090.      MT  (+/- 180 meters Scaled)
 TE1535
 TE1535                          SUPERSEDED SURVEY CONTROL
 TE1535
 TE1535  NGVD 29 (??/??/92)  561.134  (m)         1840.99   (f) ADJ UNCH    2 0
 TE1535
 TE1535.Superseded values are not recommended for survey control.
 TE1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1535.See file dsdata.txt to determine how the superseded data were derived.
 TE1535
 TE1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV503275(NAD 83)
 TE1535_MARKER: DB = BENCH MARK DISK
 TE1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1535_STAMPING: H-175 1935
 TE1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1535+STABILITY: SURFACE MOTION
 TE1535
 TE1535  HISTORY     - Date     Condition        Report By
 TE1535  HISTORY     - 1935     MONUMENTED       CGS
 TE1535
 TE1535                          STATION DESCRIPTION
 TE1535
 TE1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1535'1.0 MI W FROM ST JOHN INSPECTION STA.
 TE1535'1 MILE WEST OF, ALONG INTERNATIONAL BOUNDRY, FROM CUSTOMS BUILDING.
 TE1535'ABOUT 125 FEET SOUTHWEST OF INTERSECTION OF SECTION LINE BETWEEN
 TE1535'SECTIONS 25 AND 26, T 164 N, R 70 W, AND THE BOUNDARY.  ABOUT 110 FEET
 TE1535'SOUTH OF THE BOUNDARY LINE, AT SUMMIT OF A SMALL KNOLL.  TABLET SET IN
 TE1535'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1176 ***********************************************************************
 TE1176  DESIGNATION -  H 177
 TE1176  PID         -  TE1176
 TE1176  STATE/COUNTY-  ND/TOWNER
 TE1176  USGS QUAD   -  ROCK LAKE SE (1970)
 TE1176
 TE1176                         *CURRENT SURVEY CONTROL
 TE1176  ___________________________________________________________________
 TE1176* NAD 83(1986)-  48 46 34.     (N)    099 00 04.     (W)     SCALED    
 TE1176* NAVD 88     -       486.245  (meters)    1595.29   (feet)  ADJUSTED  
 TE1176  ___________________________________________________________________
 TE1176  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 TE1176  DYNAMIC HT  -         486.354 (meters)    1595.65  (feet)  COMP
 TE1176  MODELED GRAV-     980,819.0   (mgal)                       NAVD 88
 TE1176
 TE1176  VERT ORDER  -  SECOND    CLASS 0
 TE1176
 TE1176.The horizontal coordinates were scaled from a topographic map and have
 TE1176.an estimated accuracy of +/- 6 seconds.
 TE1176
 TE1176.The orthometric height was determined by differential leveling
 TE1176.and adjusted by the National Geodetic Survey in June 1991..
 TE1176
 TE1176.The geoid height was determined by GEOID03.
 TE1176
 TE1176.The dynamic height is computed by dividing the NAVD 88
 TE1176.geopotential number by the normal gravity value computed on the
 TE1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1176.degrees latitude (g = 980.6199 gals.).
 TE1176
 TE1176.The modeled gravity was interpolated from observed gravity values.
 TE1176
 TE1176;                    North         East    Units  Estimated Accuracy
 TE1176;SPC ND N     -   198,550.      710,160.      MT  (+/- 180 meters Scaled)
 TE1176
 TE1176                          SUPERSEDED SURVEY CONTROL
 TE1176
 TE1176  NGVD 29 (??/??/92)  485.834  (m)         1593.94   (f) ADJ UNCH    2 0
 TE1176
 TE1176.Superseded values are not recommended for survey control.
 TE1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1176.See file dsdata.txt to determine how the superseded data were derived.
 TE1176
 TE1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV999025(NAD 83)
 TE1176_MARKER: DB = BENCH MARK DISK
 TE1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1176_STAMPING: H 177 1935
 TE1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1176+STABILITY: SURFACE MOTION
 TE1176
 TE1176  HISTORY     - Date     Condition        Report By
 TE1176  HISTORY     - 1935     MONUMENTED       CGS
 TE1176  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1176
 TE1176                          STATION DESCRIPTION
 TE1176
 TE1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1176'4.7 MI W FROM CLYDE.
 TE1176'IN TOWNER COUNTY, 4.7 MILES WEST ALONG STATE HIGHWAY 5 FROM THE
 TE1176'CROSSING OF THE GREAT NORTHERN RAILWAY AT CLYDE, CAVALIER COUNTY, 125
 TE1176'FEET WEST OF THE CORNER COMMON TO SECTIONS 7, 8, 12 AND 13, T 161 N,
 TE1176'RS. 64 AND 65 W, 105 FEET WEST OF THE EAST END OF THE CONCRETE
 TE1176'HEADWALL OF A CULVERT, AT THE NORTH SIDE OF A ROAD INTERSECTION, 89
 TE1176'FEET WEST OF A FENCE CORNER, 33.2 FEET NORTH OF THE CENTERLINE OF THE
 TE1176'HIGHWAY, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED H
 TE1176'177 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS IN
 TE1176'PLOWED FIELD.
 TE1176
 TE1176                          STATION RECOVERY (1968)
 TE1176
 TE1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0603 ***********************************************************************
 RP0603  DESIGNATION -  H 18
 RP0603  PID         -  RP0603
 RP0603  STATE/COUNTY-  ND/CASS
 RP0603  USGS QUAD   -  BUFFALO (1967)
 RP0603
 RP0603                         *CURRENT SURVEY CONTROL
 RP0603  ___________________________________________________________________
 RP0603* NAD 83(1986)-  46 55 23.     (N)    097 37 13.     (W)     SCALED    
 RP0603* NAVD 88     -       354.200  (meters)    1162.07   (feet)  ADJUSTED  
 RP0603  ___________________________________________________________________
 RP0603  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 RP0603  DYNAMIC HT  -         354.230 (meters)    1162.17  (feet)  COMP
 RP0603  MODELED GRAV-     980,686.8   (mgal)                       NAVD 88
 RP0603
 RP0603  VERT ORDER  -  FIRST     CLASS II
 RP0603
 RP0603.The horizontal coordinates were scaled from a topographic map and have
 RP0603.an estimated accuracy of +/- 6 seconds.
 RP0603
 RP0603.The orthometric height was determined by differential leveling
 RP0603.and adjusted by the National Geodetic Survey in June 1991..
 RP0603
 RP0603.The geoid height was determined by GEOID03.
 RP0603
 RP0603.The dynamic height is computed by dividing the NAVD 88
 RP0603.geopotential number by the normal gravity value computed on the
 RP0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0603.degrees latitude (g = 980.6199 gals.).
 RP0603
 RP0603.The modeled gravity was interpolated from observed gravity values.
 RP0603
 RP0603;                    North         East    Units  Estimated Accuracy
 RP0603;SPC ND S     -   143,680.      819,270.      MT  (+/- 180 meters Scaled)
 RP0603
 RP0603                          SUPERSEDED SURVEY CONTROL
 RP0603
 RP0603  NGVD 29 (??/??/92)  353.852  (m)         1160.93   (f) ADJ UNCH    1 2
 RP0603
 RP0603.Superseded values are not recommended for survey control.
 RP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0603.See file dsdata.txt to determine how the superseded data were derived.
 RP0603
 RP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS050975(NAD 83)
 RP0603_MARKER: DB = BENCH MARK DISK
 RP0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0603_STAMPING: H 18 1931
 RP0603_MARK LOGO: CGS   
 RP0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0603+STABILITY: SURFACE MOTION
 RP0603
 RP0603  HISTORY     - Date     Condition        Report By
 RP0603  HISTORY     - 1931     MONUMENTED       CGS
 RP0603  HISTORY     - 1964     GOOD             NGS
 RP0603  HISTORY     - 1982     GOOD             NGS
 RP0603
 RP0603                          STATION DESCRIPTION
 RP0603
 RP0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0603'3.2 MI W FROM BUFFALO.
 RP0603'ABOUT 3.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0603'STATION AT BUFFALO, IN SECTION 21, R 55 W, T 140 N, AT A ROAD
 RP0603'CROSSING, 101 FEET WEST OF THE CENTER LINE OF THE ROAD, 50 FEET NORTH
 RP0603'OF THE NORTH RAIL, 115 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 RP0603'CROSSING, 100 YARDS WEST OF MILEPOST 47, 10 FEET EAST OF A DOUBLE SET
 RP0603'OF TELEPHONE POLES, 1 FOOT SOUTH OF A METAL WITNESS POST, 3 FEET BELOW
 RP0603'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST 3 INCHES
 RP0603'UNDERGROUND.  NOTE-- THIS MARK IS 2.6 MILES EAST ALONG THE NORTHERN
 RP0603'PACIFIC RAILWAY FROM THE STATION AT TOWER CITY.
 RP0603
 RP0603                          STATION RECOVERY (1982)
 RP0603
 RP0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0603'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO THIS SURVEY, MAIN LEVEL
 RP0603'LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0655 ***********************************************************************
 TD0655  DESIGNATION -  H 181
 TD0655  PID         -  TD0655
 TD0655  STATE/COUNTY-  ND/PEMBINA
 TD0655  USGS QUAD   -  CAVALIER (1964)
 TD0655
 TD0655                         *CURRENT SURVEY CONTROL
 TD0655  ___________________________________________________________________
 TD0655* NAD 83(1986)-  48 48 15.     (N)    097 32 04.     (W)     SCALED    
 TD0655* NAVD 88     -       258.899  (meters)     849.40   (feet)  ADJUSTED  
 TD0655  ___________________________________________________________________
 TD0655  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 TD0655  DYNAMIC HT  -         258.971 (meters)     849.64  (feet)  COMP
 TD0655  MODELED GRAV-     980,883.5   (mgal)                       NAVD 88
 TD0655
 TD0655  VERT ORDER  -  SECOND    CLASS 0
 TD0655
 TD0655.The horizontal coordinates were scaled from a topographic map and have
 TD0655.an estimated accuracy of +/- 6 seconds.
 TD0655
 TD0655.The orthometric height was determined by differential leveling
 TD0655.and adjusted by the National Geodetic Survey in June 1991..
 TD0655
 TD0655.The geoid height was determined by GEOID03.
 TD0655
 TD0655.The dynamic height is computed by dividing the NAVD 88
 TD0655.geopotential number by the normal gravity value computed on the
 TD0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0655.degrees latitude (g = 980.6199 gals.).
 TD0655
 TD0655.The modeled gravity was interpolated from observed gravity values.
 TD0655
 TD0655;                    North         East    Units  Estimated Accuracy
 TD0655;SPC ND N     -   204,790.      817,790.      MT  (+/- 180 meters Scaled)
 TD0655
 TD0655                          SUPERSEDED SURVEY CONTROL
 TD0655
 TD0655  NGVD 29 (??/??/92)  258.53   (m)          848.2    (f) COMPUTED    2 0
 TD0655
 TD0655.Superseded values are not recommended for survey control.
 TD0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0655.See file dsdata.txt to determine how the superseded data were derived.
 TD0655
 TD0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV076067(NAD 83)
 TD0655_MARKER: DB = BENCH MARK DISK
 TD0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0655_STAMPING: H-181 1935
 TD0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0655+STABILITY: SURFACE MOTION
 TD0655
 TD0655  HISTORY     - Date     Condition        Report By
 TD0655  HISTORY     - 1935     MONUMENTED       CGS
 TD0655  HISTORY     - 19950123 MARK NOT FOUND   NDHD
 TD0655
 TD0655                          STATION DESCRIPTION
 TD0655
 TD0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0655'4.0 MI W FROM HAMILTON.
 TD0655'4.0 MILES WEST ALONG STATE HWY 5 FROM INTERSECTION OF STATE HWY 5 AND
 TD0655'GREAT NORTHERN RR AT HAMILTON.  N.W. CORNER OF SECTION 5, T 161 N, R
 TD0655'53 W.  41.5 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  24 FEET EAST
 TD0655'OF CENTERLINE OF NORTH-SOUTH ROAD.  8.5 FEET SOUTH OF CORNER POWER
 TD0655'POLE.  8.5 FEET SOUTH OF NORTHWEST CORNER OF FENCE.  TABLET SET IN
 TD0655'PRECAST CONCRETE POST.
 TD0655
 TD0655                          STATION RECOVERY (1995)
 TD0655
 TD0655'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 TD0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0275 ***********************************************************************
 TD0275  DESIGNATION -  H 182
 TD0275  PID         -  TD0275
 TD0275  STATE/COUNTY-  ND/PEMBINA
 TD0275  USGS QUAD   -  GLASSTON NE (1971)
 TD0275
 TD0275                         *CURRENT SURVEY CONTROL
 TD0275  ___________________________________________________________________
 TD0275* NAD 83(1986)-  48 41 14.     (N)    097 17 51.     (W)     SCALED    
 TD0275* NAVD 88     -       246.472  (meters)     808.63   (feet)  ADJUSTED  
 TD0275  ___________________________________________________________________
 TD0275  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 TD0275  DYNAMIC HT  -         246.537 (meters)     808.85  (feet)  COMP
 TD0275  MODELED GRAV-     980,871.5   (mgal)                       NAVD 88
 TD0275
 TD0275  VERT ORDER  -  SECOND    CLASS 0
 TD0275
 TD0275.The horizontal coordinates were scaled from a topographic map and have
 TD0275.an estimated accuracy of +/- 6 seconds.
 TD0275
 TD0275.The orthometric height was determined by differential leveling
 TD0275.and adjusted by the National Geodetic Survey in June 1991..
 TD0275.WARNING-Repeat measurements at this control monument indicate possible
 TD0275.vertical movement.
 TD0275
 TD0275.The geoid height was determined by GEOID03.
 TD0275
 TD0275.The dynamic height is computed by dividing the NAVD 88
 TD0275.geopotential number by the normal gravity value computed on the
 TD0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0275.degrees latitude (g = 980.6199 gals.).
 TD0275
 TD0275.The modeled gravity was interpolated from observed gravity values.
 TD0275
 TD0275;                    North         East    Units  Estimated Accuracy
 TD0275;SPC ND N     -   192,500.      835,730.      MT  (+/- 180 meters Scaled)
 TD0275
 TD0275                          SUPERSEDED SURVEY CONTROL
 TD0275
 TD0275  NGVD 29 (??/??/92)  246.091  (m)          807.38   (f) ADJ UNCH    2 0
 TD0275
 TD0275.Superseded values are not recommended for survey control.
 TD0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0275.See file dsdata.txt to determine how the superseded data were derived.
 TD0275
 TD0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU253940(NAD 83)
 TD0275_MARKER: DB = BENCH MARK DISK
 TD0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0275_STAMPING: H-182 1935
 TD0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0275+STABILITY: SURFACE MOTION
 TD0275
 TD0275  HISTORY     - Date     Condition        Report By
 TD0275  HISTORY     - 1935     MONUMENTED       CGS
 TD0275  HISTORY     - 1940     GOOD             NGS
 TD0275
 TD0275                          STATION DESCRIPTION
 TD0275
 TD0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0275'5.5 MI W FROM BOWESMONT.
 TD0275'5.5 MILES WEST ALONG SECTION ROADS FROM N.P. RR STATION AT BOWESMONT.
 TD0275'N. W. CORNER SEC. 13, T 160 N, R 52 W.  34.5 FEET EAST OF CENTERLINE
 TD0275'OF NORTH-SOUTH ROAD.  31.5 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 TD0275'3.2 FEET SOUTH OF NORTHWEST CORNER OF FENCE.  TABLET SET IN PRECAST
 TD0275'CONCRETE POST.
 TD0275
 TD0275                          STATION RECOVERY (1940)
 TD0275
 TD0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 TD0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0684 ***********************************************************************
 TD0684  DESIGNATION -  H 184
 TD0684  PID         -  TD0684
 TD0684  STATE/COUNTY-  ND/PEMBINA
 TD0684  USGS QUAD   -  HENSEL (1964)
 TD0684
 TD0684                         *CURRENT SURVEY CONTROL
 TD0684  ___________________________________________________________________
 TD0684* NAD 83(1986)-  48 43 03.     (N)    097 41 14.     (W)     SCALED    
 TD0684* NAVD 88     -       285.553  (meters)     936.85   (feet)  ADJUSTED  
 TD0684  ___________________________________________________________________
 TD0684  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0684  DYNAMIC HT  -         285.627 (meters)     937.09  (feet)  COMP
 TD0684  MODELED GRAV-     980,858.9   (mgal)                       NAVD 88
 TD0684
 TD0684  VERT ORDER  -  SECOND    CLASS 0
 TD0684
 TD0684.The horizontal coordinates were scaled from a topographic map and have
 TD0684.an estimated accuracy of +/- 6 seconds.
 TD0684
 TD0684.The orthometric height was determined by differential leveling
 TD0684.and adjusted by the National Geodetic Survey in June 1991..
 TD0684
 TD0684.The geoid height was determined by GEOID03.
 TD0684
 TD0684.The dynamic height is computed by dividing the NAVD 88
 TD0684.geopotential number by the normal gravity value computed on the
 TD0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0684.degrees latitude (g = 980.6199 gals.).
 TD0684
 TD0684.The modeled gravity was interpolated from observed gravity values.
 TD0684
 TD0684;                    North         East    Units  Estimated Accuracy
 TD0684;SPC ND N     -   194,740.      806,930.      MT  (+/- 180 meters Scaled)
 TD0684
 TD0684                          SUPERSEDED SURVEY CONTROL
 TD0684
 TD0684  NGVD 29 (??/??/92)  285.171  (m)          935.60   (f) ADJ UNCH    2 0
 TD0684
 TD0684.Superseded values are not recommended for survey control.
 TD0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0684.See file dsdata.txt to determine how the superseded data were derived.
 TD0684
 TD0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU965968(NAD 83)
 TD0684_MARKER: DB = BENCH MARK DISK
 TD0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0684_STAMPING: H-184 1935
 TD0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0684+STABILITY: SURFACE MOTION
 TD0684
 TD0684  HISTORY     - Date     Condition        Report By
 TD0684  HISTORY     - 1935     MONUMENTED       CGS
 TD0684  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0684
 TD0684                          STATION DESCRIPTION
 TD0684
 TD0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0684'3.1 MI NW FROM HENSEL.
 TD0684'1.0 MILE WEST OF HENSEL STATE BANK BUILDING AT HENSEL, THENCE 2.1
 TD0684'MILES NORTH ALONG SECTION ROADS.  S. W. CORNER SEC. 31, T 161 N, R 54
 TD0684'W.  50 FEET EAST OF SOUTHEAST CORNER OF FENCE.  26.5 FEET NORTH OF
 TD0684'CENTERLINE OF EAST-WEST ROAD.  23 FEET EAST OF CENTERLINE OF
 TD0684'NORTHSOUTH ROAD.  5 FEET EAST OF TELEPHONE POLE.  TABLET SET IN
 TD0684'PRECAST CONCRETE POST.
 TD0684
 TD0684                          STATION RECOVERY (1964)
 TD0684
 TD0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0088 ***********************************************************************
 TE0088  DESIGNATION -  H 185
 TE0088  PID         -  TE0088
 TE0088  STATE/COUNTY-  ND/CAVALIER
 TE0088  USGS QUAD   -  LANGDON WEST (1983)
 TE0088
 TE0088                         *CURRENT SURVEY CONTROL
 TE0088  ___________________________________________________________________
 TE0088* NAD 83(1986)-  48 45 42.     (N)    098 25 49.     (W)     SCALED    
 TE0088* NAVD 88     -       487.265  (meters)    1598.64   (feet)  ADJUSTED  
 TE0088  ___________________________________________________________________
 TE0088  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0088  DYNAMIC HT  -         487.376 (meters)    1599.00  (feet)  COMP
 TE0088  MODELED GRAV-     980,823.1   (mgal)                       NAVD 88
 TE0088
 TE0088  VERT ORDER  -  SECOND    CLASS 0
 TE0088
 TE0088.The horizontal coordinates were scaled from a topographic map and have
 TE0088.an estimated accuracy of +/- 6 seconds.
 TE0088
 TE0088.The orthometric height was determined by differential leveling
 TE0088.and adjusted by the National Geodetic Survey in June 1991..
 TE0088
 TE0088.The geoid height was determined by GEOID03.
 TE0088
 TE0088.The dynamic height is computed by dividing the NAVD 88
 TE0088.geopotential number by the normal gravity value computed on the
 TE0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0088.degrees latitude (g = 980.6199 gals.).
 TE0088
 TE0088.The modeled gravity was interpolated from observed gravity values.
 TE0088
 TE0088;                    North         East    Units  Estimated Accuracy
 TE0088;SPC ND N     -   197,920.      752,150.      MT  (+/- 180 meters Scaled)
 TE0088
 TE0088                          SUPERSEDED SURVEY CONTROL
 TE0088
 TE0088  NGVD 29 (??/??/92)  486.859  (m)         1597.30   (f) ADJ UNCH    2 0
 TE0088
 TE0088.Superseded values are not recommended for survey control.
 TE0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0088.See file dsdata.txt to determine how the superseded data were derived.
 TE0088
 TE0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV418011(NAD 83)
 TE0088_MARKER: DB = BENCH MARK DISK
 TE0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0088_STAMPING: H-185 1935
 TE0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0088+STABILITY: SURFACE MOTION
 TE0088
 TE0088  HISTORY     - Date     Condition        Report By
 TE0088  HISTORY     - 1935     MONUMENTED       CGS
 TE0088
 TE0088                          STATION DESCRIPTION
 TE0088
 TE0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0088'2.9 MI W FROM LANGDON.
 TE0088'2.9 MILES WEST ALONG STATE HWY 5 FROM COURT HOUSE.  S.W. CORNER SEC.
 TE0088'16, T 161 N, R 60 W.  50 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.
 TE0088'35.5 FEET NORTH OF EAST-WEST ROAD.  22.2 FEET EAST OF SOUTHWEST CORNER
 TE0088'OF FENCE.  15.3 FEET EAST OF POWER POLE.  TABLET SET IN PRECAST
 TE0088'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0138 ***********************************************************************
 TE0138  DESIGNATION -  H 186 RESET
 TE0138  PID         -  TE0138
 TE0138  STATE/COUNTY-  ND/CAVALIER
 TE0138  USGS QUAD   -  EASBY (1972)
 TE0138
 TE0138                         *CURRENT SURVEY CONTROL
 TE0138  ___________________________________________________________________
 TE0138* NAD 83(1986)-  48 42 12.     (N)    098 21 41.     (W)     SCALED    
 TE0138* NAVD 88     -       187.48   (+/-2cm)     615.1    (feet)  VERTCON   
 TE0138  ___________________________________________________________________
 TE0138  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0138
 TE0138  VERT ORDER  -  THIRD (See Below)
 TE0138
 TE0138.The horizontal coordinates were scaled from a topographic map and have
 TE0138.an estimated accuracy of +/- 6 seconds.
 TE0138
 TE0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0138.The vertical order pertains to the NGVD 29 superseded value.
 TE0138
 TE0138.The geoid height was determined by GEOID03.
 TE0138
 TE0138;                    North         East    Units  Estimated Accuracy
 TE0138;SPC ND N     -   191,570.      757,390.      MT  (+/- 180 meters Scaled)
 TE0138
 TE0138                          SUPERSEDED SURVEY CONTROL
 TE0138
 TE0138  NGVD 29 (??/??/??)  187.10   (m)          613.8    (f) RESET       3  
 TE0138
 TE0138.Superseded values are not recommended for survey control.
 TE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0138.See file dsdata.txt to determine how the superseded data were derived.
 TE0138
 TE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU469946(NAD 83)
 TE0138_MARKER: DB = BENCH MARK DISK
 TE0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0138_STAMPING: H 186 RESET 1950
 TE0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0138+STABILITY: SURFACE MOTION
 TE0138
 TE0138  HISTORY     - Date     Condition        Report By
 TE0138  HISTORY     - 1950     MONUMENTED       NDHD
 TE0138  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0138
 TE0138                          STATION DESCRIPTION
 TE0138
 TE0138'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TE0138'4.3 MI S FROM LANGDON.
 TE0138'4.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE AT
 TE0138'LANGDON, CAVALIER COUNTY, AT THE SOUTHWEST CORNER OF SECTION 2, T. 160
 TE0138'N., R. 60 W., AT A ROAD INTERSECTION, 38.5 FEET NORTH OF THE
 TE0138'CENTERLINE OF THE ROAD, 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 TE0138'3.4 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, AND SET IN THE TOP
 TE0138'OF A CONCRETE POST.
 TE0138
 TE0138                          STATION RECOVERY (1972)
 TE0138
 TE0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0010 ***********************************************************************
 TE0010  DESIGNATION -  H 188
 TE0010  PID         -  TE0010
 TE0010  STATE/COUNTY-  ND/CAVALIER
 TE0010  USGS QUAD   -  MAIDA (1967)
 TE0010
 TE0010                         *CURRENT SURVEY CONTROL
 TE0010  ___________________________________________________________________
 TE0010* NAD 83(1986)-  48 53 29.     (N)    098 21 54.     (W)     SCALED    
 TE0010* NAVD 88     -       483.955  (meters)    1587.78   (feet)  ADJUSTED  
 TE0010  ___________________________________________________________________
 TE0010  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE0010  DYNAMIC HT  -         484.069 (meters)    1588.15  (feet)  COMP
 TE0010  MODELED GRAV-     980,830.6   (mgal)                       NAVD 88
 TE0010
 TE0010  VERT ORDER  -  SECOND    CLASS 0
 TE0010
 TE0010.The horizontal coordinates were scaled from a topographic map and have
 TE0010.an estimated accuracy of +/- 6 seconds.
 TE0010
 TE0010.The orthometric height was determined by differential leveling
 TE0010.and adjusted by the National Geodetic Survey in June 1991..
 TE0010
 TE0010.The geoid height was determined by GEOID03.
 TE0010
 TE0010.The dynamic height is computed by dividing the NAVD 88
 TE0010.geopotential number by the normal gravity value computed on the
 TE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0010.degrees latitude (g = 980.6199 gals.).
 TE0010
 TE0010.The modeled gravity was interpolated from observed gravity values.
 TE0010
 TE0010;                    North         East    Units  Estimated Accuracy
 TE0010;SPC ND N     -   212,470.      756,550.      MT  (+/- 180 meters Scaled)
 TE0010
 TE0010                          SUPERSEDED SURVEY CONTROL
 TE0010
 TE0010  NGVD 29 (??/??/92)  483.65   (m)         1586.8    (f) COMPUTED    2 0
 TE0010
 TE0010.Superseded values are not recommended for survey control.
 TE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0010.See file dsdata.txt to determine how the superseded data were derived.
 TE0010
 TE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV465155(NAD 83)
 TE0010_MARKER: DB = BENCH MARK DISK
 TE0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0010_STAMPING: H-188 1935
 TE0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0010+STABILITY: SURFACE MOTION
 TE0010
 TE0010  HISTORY     - Date     Condition        Report By
 TE0010  HISTORY     - 1935     MONUMENTED       CGS
 TE0010  HISTORY     - 1935     GOOD             NGS
 TE0010
 TE0010                          STATION DESCRIPTION
 TE0010
 TE0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE0010'9.1 MI N FROM LANGDON.
 TE0010'9.1 MILES NORTH OF INTERSECTION OF STATE HWYS 5 AND 1 ALONG STATE HWY
 TE0010'1.  AT N.E. CORNER OF SEC. 2, T 162 N, R 60 W.  52 FEET WEST OF
 TE0010'CENTERLINE OF NORTH-SOUTH ROAD OF STATE HWY. 1, 31 FEET SOUTH OF
 TE0010'CENTERLINE OF EAST-WEST ROAD.  17 FEET WEST OF T.B.M. A-4.  7.8 FEET
 TE0010'WEST OF NORTHEAST CORNER OF FENCE.  TABLET SET IN TOP OF PRECAST
 TE0010'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0011 ***********************************************************************
 TE0011  DESIGNATION -  H 188 RESET
 TE0011  PID         -  TE0011
 TE0011  STATE/COUNTY-  ND/CAVALIER
 TE0011  USGS QUAD   -  MAIDA (1967)
 TE0011
 TE0011                         *CURRENT SURVEY CONTROL
 TE0011  ___________________________________________________________________
 TE0011* NAD 83(1986)-  48 53 30.     (N)    098 21 54.     (W)     SCALED    
 TE0011* NAVD 88     -       483.240  (meters)    1585.43   (feet)  ADJUSTED  
 TE0011  ___________________________________________________________________
 TE0011  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE0011  DYNAMIC HT  -         483.354 (meters)    1585.80  (feet)  COMP
 TE0011  MODELED GRAV-     980,830.6   (mgal)                       NAVD 88
 TE0011
 TE0011  VERT ORDER  -  SECOND    CLASS 0
 TE0011
 TE0011.The horizontal coordinates were scaled from a topographic map and have
 TE0011.an estimated accuracy of +/- 6 seconds.
 TE0011
 TE0011.The orthometric height was determined by differential leveling
 TE0011.and adjusted by the National Geodetic Survey in June 1991..
 TE0011
 TE0011.The geoid height was determined by GEOID03.
 TE0011
 TE0011.The dynamic height is computed by dividing the NAVD 88
 TE0011.geopotential number by the normal gravity value computed on the
 TE0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0011.degrees latitude (g = 980.6199 gals.).
 TE0011
 TE0011.The modeled gravity was interpolated from observed gravity values.
 TE0011
 TE0011;                    North         East    Units  Estimated Accuracy
 TE0011;SPC ND N     -   212,500.      756,550.      MT  (+/- 180 meters Scaled)
 TE0011
 TE0011                          SUPERSEDED SURVEY CONTROL
 TE0011
 TE0011  NGVD 29 (??/??/92)  482.860  (m)         1584.18   (f) ADJ UNCH    2 0
 TE0011
 TE0011.Superseded values are not recommended for survey control.
 TE0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0011.See file dsdata.txt to determine how the superseded data were derived.
 TE0011
 TE0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV465156(NAD 83)
 TE0011_MARKER: DB = BENCH MARK DISK
 TE0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0011_STAMPING: H 188 RESET 1957
 TE0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0011+STABILITY: SURFACE MOTION
 TE0011
 TE0011  HISTORY     - Date     Condition        Report By
 TE0011  HISTORY     - 1957     MONUMENTED       CGS
 TE0011  HISTORY     - 1964     GOOD             NGS
 TE0011  HISTORY     - 1968     GOOD             DOD
 TE0011
 TE0011                          STATION DESCRIPTION
 TE0011
 TE0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0011'9.1 MI N FROM LANGDON.
 TE0011'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0011'LANGDON, THENCE 9.0 MILES NORTH ALONG STATE HIGHWAY 9, IN SECTION 33,
 TE0011'R 60 W, T 163 N, 231 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 77
 TE0011'FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 243 FEET NORTHWEST OF
 TE0011'THE APPROXIMATE CENTER OF THE INTERSECTION OF THE HIGHWAY AND
 TE0011'EAST-WEST GRAVELED ROAD, 1 1/2 FEET EAST OF A POWER LINE POLE, 0.8
 TE0011'FOOT WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 TE0011'EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 TE0011'ABOVE THE LEVEL OF THE GROUND.
 TE0011
 TE0011                          STATION RECOVERY (1968)
 TE0011
 TE0011'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0008 ***********************************************************************
 TE0008  DESIGNATION -  H 189
 TE0008  PID         -  TE0008
 TE0008  STATE/COUNTY-  ND/CAVALIER
 TE0008  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0008
 TE0008                         *CURRENT SURVEY CONTROL
 TE0008  ___________________________________________________________________
 TE0008* NAD 83(1986)-  48 53 31.     (N)    098 24 32.     (W)     SCALED    
 TE0008* NAVD 88     -       479.981  (meters)    1574.74   (feet)  ADJUSTED  
 TE0008  ___________________________________________________________________
 TE0008  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 TE0008  DYNAMIC HT  -         480.094 (meters)    1575.11  (feet)  COMP
 TE0008  MODELED GRAV-     980,830.9   (mgal)                       NAVD 88
 TE0008
 TE0008  VERT ORDER  -  SECOND    CLASS 0
 TE0008
 TE0008.The horizontal coordinates were scaled from a topographic map and have
 TE0008.an estimated accuracy of +/- 6 seconds.
 TE0008
 TE0008.The orthometric height was determined by differential leveling
 TE0008.and adjusted by the National Geodetic Survey in June 1991..
 TE0008.WARNING-Repeat measurements at this control monument indicate possible
 TE0008.vertical movement.
 TE0008
 TE0008.The geoid height was determined by GEOID03.
 TE0008
 TE0008.The dynamic height is computed by dividing the NAVD 88
 TE0008.geopotential number by the normal gravity value computed on the
 TE0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0008.degrees latitude (g = 980.6199 gals.).
 TE0008
 TE0008.The modeled gravity was interpolated from observed gravity values.
 TE0008
 TE0008;                    North         East    Units  Estimated Accuracy
 TE0008;SPC ND N     -   212,440.      753,330.      MT  (+/- 180 meters Scaled)
 TE0008
 TE0008                          SUPERSEDED SURVEY CONTROL
 TE0008
 TE0008  NGVD 29 (??/??/92)  479.599  (m)         1573.48   (f) ADJ UNCH    2 0
 TE0008
 TE0008.Superseded values are not recommended for survey control.
 TE0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0008.See file dsdata.txt to determine how the superseded data were derived.
 TE0008
 TE0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV433156(NAD 83)
 TE0008_MARKER: DB = BENCH MARK DISK
 TE0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0008_STAMPING: H 189 1935
 TE0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0008+STABILITY: SURFACE MOTION
 TE0008
 TE0008  HISTORY     - Date     Condition        Report By
 TE0008  HISTORY     - 1935     MONUMENTED       CGS
 TE0008  HISTORY     - 1964     GOOD             NGS
 TE0008  HISTORY     - 1968     GOOD             DOD
 TE0008
 TE0008                          STATION DESCRIPTION
 TE0008
 TE0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0008'9.2 MI E FROM WALES.
 TE0008'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0008'WALES, THENCE 9.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 33, R
 TE0008'60 W, T 163 N, ABOUT MIDWAY BETWEEN TWO POWER POLES, 56 FEET NORTH OF
 TE0008'THE CENTER LINE OF THE ROAD, 10 FEET WEST OF THE CENTER LINE OF A
 TE0008'SECTION LINE TRAIL LEADING NORTH, 1.2 FEET NORTH OF A METAL WITNESS
 TE0008'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TE0008'PROJECTING 14 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0008
 TE0008                          STATION RECOVERY (1968)
 TE0008
 TE0008'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0874 ***********************************************************************
 TE0874  DESIGNATION -  H 190
 TE0874  PID         -  TE0874
 TE0874  STATE/COUNTY-  ND/CAVALIER
 TE0874  USGS QUAD   -  SARLES (1970)
 TE0874
 TE0874                         *CURRENT SURVEY CONTROL
 TE0874  ___________________________________________________________________
 TE0874* NAD 83(1986)-  48 53 30.     (N)    098 54 45.     (W)     SCALED    
 TE0874* NAVD 88     -       482.917  (meters)    1584.37   (feet)  ADJUSTED  
 TE0874  ___________________________________________________________________
 TE0874  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 TE0874  DYNAMIC HT  -         483.031 (meters)    1584.74  (feet)  COMP
 TE0874  MODELED GRAV-     980,831.7   (mgal)                       NAVD 88
 TE0874
 TE0874  VERT ORDER  -  SECOND    CLASS 0
 TE0874
 TE0874.The horizontal coordinates were scaled from a topographic map and have
 TE0874.an estimated accuracy of +/- 6 seconds.
 TE0874
 TE0874.The orthometric height was determined by differential leveling
 TE0874.and adjusted by the National Geodetic Survey in June 1991..
 TE0874
 TE0874.The geoid height was determined by GEOID03.
 TE0874
 TE0874.The dynamic height is computed by dividing the NAVD 88
 TE0874.geopotential number by the normal gravity value computed on the
 TE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0874.degrees latitude (g = 980.6199 gals.).
 TE0874
 TE0874.The modeled gravity was interpolated from observed gravity values.
 TE0874
 TE0874;                    North         East    Units  Estimated Accuracy
 TE0874;SPC ND N     -   211,530.      716,410.      MT  (+/- 180 meters Scaled)
 TE0874
 TE0874                          SUPERSEDED SURVEY CONTROL
 TE0874
 TE0874  NGVD 29 (??/??/92)  482.506  (m)         1583.02   (f) ADJ UNCH    2 0
 TE0874
 TE0874.Superseded values are not recommended for survey control.
 TE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0874.See file dsdata.txt to determine how the superseded data were derived.
 TE0874
 TE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV064154(NAD 83)
 TE0874_MARKER: DB = BENCH MARK DISK
 TE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0874_STAMPING: H 190 1935
 TE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0874+STABILITY: SURFACE MOTION
 TE0874
 TE0874  HISTORY     - Date     Condition        Report By
 TE0874  HISTORY     - 1935     MONUMENTED       CGS
 TE0874
 TE0874                          STATION DESCRIPTION
 TE0874
 TE0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0874'1.8 MI NW FROM CALVIN.
 TE0874'1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0874'AT CALVIN, CAVALIER COUNTY, 1.0 MILE NORTH AND 2.0 MILES EAST ALONG
 TE0874'SECTION-LINE ROADS.  AT THE NORTHEAST CORNER OF SECTION 3, T. 162 N.,
 TE0874'R. 64 W., AT A ROAD INTERSECTION, 34 FEET SOUTH OF THE CENTERLINE OF
 TE0874'THE EAST-AND-WEST ROAD, 33.5 FEET WEST OF THE CENTERLINE OF THE
 TE0874'NORTH-AND-SOUTH ROAD, AND 3.5 FEET SOUTH OF THE NORTHEAST CORNER OF A
 TE0874'FENCE.  A STANDARD DISK, STAMPED H 190 1935 AND SET IN THE TOP OF A
 TE0874'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1423 ***********************************************************************
 TE1423  DESIGNATION -  H 192
 TE1423  PID         -  TE1423
 TE1423  STATE/COUNTY-  ND/BENSON
 TE1423  USGS QUAD   -  FILLMORE (1958)
 TE1423
 TE1423                         *CURRENT SURVEY CONTROL
 TE1423  ___________________________________________________________________
 TE1423* NAD 83(1996)-  48 11 43.09427(N)    099 49 36.18616(W)     ADJUSTED  
 TE1423* NAVD 88     -       494.187  (meters)    1621.35   (feet)  ADJUSTED  
 TE1423  ___________________________________________________________________
 TE1423  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 TE1423  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE1423  DYNAMIC HT  -         494.278 (meters)    1621.64  (feet)  COMP
 TE1423  MODELED GRAV-     980,780.0   (mgal)                       NAVD 88
 TE1423
 TE1423  HORZ ORDER  -  SECOND
 TE1423  VERT ORDER  -  SECOND    CLASS 0
 TE1423
 TE1423.The horizontal coordinates were established by classical geodetic methods
 TE1423.and adjusted by the National Geodetic Survey in January 1998..
 TE1423
 TE1423.The orthometric height was determined by differential leveling
 TE1423.and adjusted by the National Geodetic Survey in June 1991..
 TE1423
 TE1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1423
 TE1423.The geoid height was determined by GEOID03.
 TE1423
 TE1423.The dynamic height is computed by dividing the NAVD 88
 TE1423.geopotential number by the normal gravity value computed on the
 TE1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1423.degrees latitude (g = 980.6199 gals.).
 TE1423
 TE1423.The modeled gravity was interpolated from observed gravity values.
 TE1423
 TE1423;                    North         East     Units Scale Factor Converg.
 TE1423;SPC ND N     -   133,114.322   650,050.191   MT  0.99993770   +0 30 03.6
 TE1423;SPC ND N     -   436,726.78  2,132,710.60   iFT  0.99993770   +0 30 03.6
 TE1423;UTM  14      - 5,338,338.223   438,563.884   MT  0.99964638   -0 36 58.6
 TE1423
 TE1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1423!SPC ND N     -   0.99992603  x   0.99993770  =   0.99986373
 TE1423!UTM  14      -   0.99992603  x   0.99964638  =   0.99957244
 TE1423
 TE1423                          SUPERSEDED SURVEY CONTROL
 TE1423
 TE1423  NAD 83(1986)-  48 11 43.09696(N)    099 49 36.18584(W) AD(       ) 2
 TE1423  NAD 27      -  48 11 43.08400(N)    099 49 34.71600(W) AD(       ) 2
 TE1423  NGVD 29 (??/??/92)  493.828  (m)         1620.17   (f) ADJ UNCH    2 0
 TE1423
 TE1423.Superseded values are not recommended for survey control.
 TE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1423.See file dsdata.txt to determine how the superseded data were derived.
 TE1423
 TE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU3856438338(NAD 83)
 TE1423_MARKER: DB = BENCH MARK DISK
 TE1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1423_STAMPING: H 192 1935
 TE1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1423+STABILITY: SURFACE MOTION
 TE1423
 TE1423  HISTORY     - Date     Condition        Report By
 TE1423  HISTORY     - 1946     MONUMENTED       CGS
 TE1423  HISTORY     - 1957     MARK NOT FOUND   NGS
 TE1423
 TE1423                          STATION DESCRIPTION
 TE1423
 TE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1423'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF LAKE PLEASANT
 TE1423'AND 1-1/2 MILES NORTHWEST OF FILLMORE.  ON THE MAIN GRAVELED
 TE1423'ROAD RUNNING NORTH OF FILLMORE, 61 FEET NORTHWEST OF THE
 TE1423'INTERSECTION OF THE CROSSROADS, 40 FEET NORTH OF THE CENTERLINE
 TE1423'OF THE EAST AND WEST ROAD AND 5 FEET WEST OF THE FENCE CORNER.
 TE1423'THE DISK IS A STANDARD USC AND GS BENCH MARK SET IN A 6 INCH
 TE1423'SQUARE CONCRETE POST AND PROJECTS ABOUT 1 FOOT.  THE DISK IS
 TE1423'STAMPED H 192 1935.
 TE1423'
 TE1423'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 TE1423'FILLMORE TO USC AND GS H 192 1935.  IT IS 37.115 METERS
 TE1423'(121.77 FEET) NORTHWEST OF THE STATION.
 TE1423'
 TE1423'TO REACH FROM THE RAILROAD STATION IN FILLMORE, GO WEST 0.15
 TE1423'MILE TO A T ROAD INTERSECTION JUST SOUTH OF A RAILROAD UNDERPASS,
 TE1423'HERE GO NORTH FOR 1.0 MILE, TURN WEST FOR 1.0 MILE TO CROSSROADS
 TE1423'AND STATION IN THE NORTHWEST CORNER.
 TE1423'
 TE1423'THE BENCH MARK IS A PRECAST MARK, BROKEN OFF ABOUT 6 INCHES
 TE1423'BELOW GROUND LEVEL, ROCKS ABOUT 1 CM. ON SLIGHT PRESSURE.
 TE1423
 TE1423                          STATION RECOVERY (1957)
 TE1423
 TE1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 TE1423'2.2 MI NW FROM FILLMORE.
 TE1423'2.2 MILES NORTHWEST ALONG DIRT ROADS FROM THE SOO LINE RAILROAD
 TE1423'STATION AT FILLMORE, BENSON COUNTY, 0.1 MILE SOUTH OF A SMALL WHITE
 TE1423'FARMHOUSE AND A LARGE RED BARN, AT THE SOUTHEAST CORNER OF SECTION 31,
 TE1423'TPS. 155 AND 154 N, R 71 W, AT A ROAD INTERSECTION, 64 FEET NORTHWEST
 TE1423'OF THE CENTER OF THE INTERSECTION, 43 FEET WEST OF THE CENTERLINE OF
 TE1423'THE NORTH-AND-SOUTH ROAD, 41 FEET NORTH OF THE CENTERLINE OF THE
 TE1423'EAST-AND-WEST ROAD, 15.4 FEET WEST OF THE SOUTHEAST CORNER OF A FIELD
 TE1423'FENCE, AND 1.2 FEET SOUTH OF THE EAST-AND-WEST BARBED-WIRE FENCE. A
 TE1423'STANDARD DISK, STAMPED H 192 1935 AND SET IN THE TOP OF A CONCRETE
 TE1423'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1403 ***********************************************************************
 TE1403  DESIGNATION -  H 193
 TE1403  PID         -  TE1403
 TE1403  STATE/COUNTY-  ND/BENSON
 TE1403  USGS QUAD   -  YORK (1980)
 TE1403
 TE1403                         *CURRENT SURVEY CONTROL
 TE1403  ___________________________________________________________________
 TE1403* NAD 83(1986)-  48 16 54.     (N)    099 31 29.     (W)     SCALED    
 TE1403* NAVD 88     -       484.149  (meters)    1588.41   (feet)  ADJUSTED  
 TE1403  ___________________________________________________________________
 TE1403  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 TE1403  DYNAMIC HT  -         484.235 (meters)    1588.69  (feet)  COMP
 TE1403  MODELED GRAV-     980,773.6   (mgal)                       NAVD 88
 TE1403
 TE1403  VERT ORDER  -  FIRST     CLASS II
 TE1403
 TE1403.The horizontal coordinates were scaled from a topographic map and have
 TE1403.an estimated accuracy of +/- 6 seconds.
 TE1403
 TE1403.The orthometric height was determined by differential leveling
 TE1403.and adjusted by the National Geodetic Survey in June 1991..
 TE1403.WARNING-Repeat measurements at this control monument indicate possible
 TE1403.vertical movement.
 TE1403
 TE1403.The geoid height was determined by GEOID03.
 TE1403
 TE1403.The dynamic height is computed by dividing the NAVD 88
 TE1403.geopotential number by the normal gravity value computed on the
 TE1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1403.degrees latitude (g = 980.6199 gals.).
 TE1403
 TE1403.The modeled gravity was interpolated from observed gravity values.
 TE1403
 TE1403;                    North         East    Units  Estimated Accuracy
 TE1403;SPC ND N     -   142,960.      672,380.      MT  (+/- 180 meters Scaled)
 TE1403
 TE1403                          SUPERSEDED SURVEY CONTROL
 TE1403
 TE1403  NGVD 29 (??/??/92)  483.648  (m)         1586.77   (f) ADJ UNCH    1 2
 TE1403
 TE1403.Superseded values are not recommended for survey control.
 TE1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1403.See file dsdata.txt to determine how the superseded data were derived.
 TE1403
 TE1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU610477(NAD 83)
 TE1403_MARKER: DB = BENCH MARK DISK
 TE1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1403_STAMPING: H 193 1935
 TE1403_MARK LOGO: CGS   
 TE1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1403+STABILITY: SURFACE MOTION
 TE1403
 TE1403  HISTORY     - Date     Condition        Report By
 TE1403  HISTORY     - 1935     MONUMENTED       CGS
 TE1403  HISTORY     - 1964     GOOD             NGS
 TE1403  HISTORY     - 1982     GOOD             NGS
 TE1403
 TE1403                          STATION DESCRIPTION
 TE1403
 TE1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1403'3.95 MI SE FROM YORK.
 TE1403'ABOUT 2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1403'AT YORK, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, IN S 3, T 155
 TE1403'N, R 69 W, ABOUT 0.3 MILE SOUTHWEST OF A FARMHOUSE, 30 FEET EAST OF
 TE1403'THE CENTER LINE OF THE ROAD, 31 FEET SOUTH OF THE CENTER LINE OF AN
 TE1403'EAST-WEST ROAD, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 TE1403'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE1403'PROJECTING 16 INCHES.
 TE1403
 TE1403                          STATION RECOVERY (1982)
 TE1403
 TE1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1403'RECOVERED THIS DATE, NOTE, RAILROAD STATION HAS BEEN REMOVED,
 TE1403'7.1 KM (4.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1403'TO THE LEEDS HIGH SCHOOL IN LEEDS, THENCE 2.8 KM (1.75 MI) SOUTH
 TE1403'ALONG A DIRT AND GRAVEL ROAD TO MARK, AT A DIRT ROAD LEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0961 ***********************************************************************
 SM0961  DESIGNATION -  H 194
 SM0961  PID         -  SM0961
 SM0961  STATE/COUNTY-  ND/BENSON
 SM0961  USGS QUAD   -  MADDOCK (1986)
 SM0961
 SM0961                         *CURRENT SURVEY CONTROL
 SM0961  ___________________________________________________________________
 SM0961* NAD 83(1986)-  47 57 45.     (N)    099 32 02.     (W)     SCALED    
 SM0961* NAVD 88     -       481.364  (meters)    1579.28   (feet)  ADJUSTED  
 SM0961  ___________________________________________________________________
 SM0961  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 SM0961  DYNAMIC HT  -         481.437 (meters)    1579.51  (feet)  COMP
 SM0961  MODELED GRAV-     980,748.4   (mgal)                       NAVD 88
 SM0961
 SM0961  VERT ORDER  -  SECOND    CLASS 0
 SM0961
 SM0961.The horizontal coordinates were scaled from a topographic map and have
 SM0961.an estimated accuracy of +/- 6 seconds.
 SM0961
 SM0961.The orthometric height was determined by differential leveling
 SM0961.and adjusted by the National Geodetic Survey in June 1991..
 SM0961
 SM0961.The geoid height was determined by GEOID03.
 SM0961
 SM0961.The dynamic height is computed by dividing the NAVD 88
 SM0961.geopotential number by the normal gravity value computed on the
 SM0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0961.degrees latitude (g = 980.6199 gals.).
 SM0961
 SM0961.The modeled gravity was interpolated from observed gravity values.
 SM0961
 SM0961;                    North         East    Units  Estimated Accuracy
 SM0961;SPC ND N     -   107,460.      672,140.      MT  (+/- 180 meters Scaled)
 SM0961
 SM0961                          SUPERSEDED SURVEY CONTROL
 SM0961
 SM0961  NGVD 29 (??/??/92)  480.980  (m)         1578.02   (f) ADJ UNCH    2 0
 SM0961
 SM0961.Superseded values are not recommended for survey control.
 SM0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0961.See file dsdata.txt to determine how the superseded data were derived.
 SM0961
 SM0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU601122(NAD 83)
 SM0961_MARKER: DB = BENCH MARK DISK
 SM0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0961_STAMPING: H 194 1935
 SM0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0961+STABILITY: SURFACE MOTION
 SM0961
 SM0961  HISTORY     - Date     Condition        Report By
 SM0961  HISTORY     - 1935     MONUMENTED       CGS
 SM0961
 SM0961                          STATION DESCRIPTION
 SM0961
 SM0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0961'IN MADDOCK.
 SM0961'AT MADDOCK, BENSON COUNTY, AT THE INTERSECTION OF STATE HIGHWAY 30 AND
 SM0961'A COUNTY ROAD, 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MRS.
 SM0961'CARL GILBERTSON FARMHOUSE, AT THE SOUTHEAST CORNER OF SECTION 19, T
 SM0961'152 N, R 69 W, 38.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 34
 SM0961'FEET NORTH OF THE CENTERLINE OF THE ROAD, 6.2 FEET WEST OF THE
 SM0961'SOUTHEAST CORNER OF THE LOT FENCE, AND 2.3 FEET NORTH OF THE NORTH
 SM0961'EDGE OF A BOARD WALK.  A STANDARD DISK, STAMPED H 194 1935 AND SET IN
 SM0961'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0697 ***********************************************************************
 TG0697  DESIGNATION -  H 2 B 1
 TG0697  PID         -  TG0697
 TG0697  STATE/COUNTY-  ND/MOUNTRAIL
 TG0697  USGS QUAD   -  EPWORTH (1981)
 TG0697
 TG0697                         *CURRENT SURVEY CONTROL
 TG0697  ___________________________________________________________________
 TG0697* NAD 83(1986)-  48 03 32.     (N)    102 11 01.     (W)     SCALED    
 TG0697* NAVD 88     -       637.546  (meters)    2091.68   (feet)  ADJUSTED  
 TG0697  ___________________________________________________________________
 TG0697  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0697  DYNAMIC HT  -         637.643 (meters)    2092.00  (feet)  COMP
 TG0697  MODELED GRAV-     980,742.7   (mgal)                       NAVD 88
 TG0697
 TG0697  VERT ORDER  -  SECOND    CLASS 0
 TG0697
 TG0697.The horizontal coordinates were scaled from a topographic map and have
 TG0697.an estimated accuracy of +/- 6 seconds.
 TG0697
 TG0697.The orthometric height was determined by differential leveling
 TG0697.and adjusted by the National Geodetic Survey in June 1991..
 TG0697
 TG0697.The geoid height was determined by GEOID03.
 TG0697
 TG0697.The dynamic height is computed by dividing the NAVD 88
 TG0697.geopotential number by the normal gravity value computed on the
 TG0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0697.degrees latitude (g = 980.6199 gals.).
 TG0697
 TG0697.The modeled gravity was interpolated from observed gravity values.
 TG0697
 TG0697;                    North         East    Units  Estimated Accuracy
 TG0697;SPC ND N     -   119,100.      474,520.      MT  (+/- 180 meters Scaled)
 TG0697
 TG0697                          SUPERSEDED SURVEY CONTROL
 TG0697
 TG0697  NGVD 29 (??/??/92)  637.11   (m)         2090.3    (f) COMPUTED    2 0
 TG0697
 TG0697.Superseded values are not recommended for survey control.
 TG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0697.See file dsdata.txt to determine how the superseded data were derived.
 TG0697
 TG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP098266(NAD 83)
 TG0697_MARKER: DD = SURVEY DISK
 TG0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0697_SP_SET: PEDESTAL
 TG0697_STAMPING: B 1
 TG0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0697
 TG0697  HISTORY     - Date     Condition        Report By
 TG0697  HISTORY     - UNK      MONUMENTED       DOD
 TG0697  HISTORY     - 1963     GOOD             NGS
 TG0697
 TG0697                          STATION DESCRIPTION
 TG0697
 TG0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0697'9.8 MI NW FROM PARSHALL.
 TG0697'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0697'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0697'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0697'A GRAVELED COUNTY ROAD, THENCE 3.0 MILES NORTH ALONG A GRAVELED COUNTY
 TG0697'ROAD, THENCE 0.2 MILE WEST ALONG AN EAST-WEST FENCE, ON THE NORTH
 TG0697'SLOPE OF A HILL, 4.0 FEET NORTH OF THE EAST-WEST FENCE, A 1 1/2 X 4
 TG0697'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 24, R 90 W, T 153 N. NOTE--
 TG0697'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0696 ***********************************************************************
 TG0696  DESIGNATION -  H 2 B 2
 TG0696  PID         -  TG0696
 TG0696  STATE/COUNTY-  ND/MOUNTRAIL
 TG0696  USGS QUAD   -  EPWORTH (1981)
 TG0696
 TG0696                         *CURRENT SURVEY CONTROL
 TG0696  ___________________________________________________________________
 TG0696* NAD 83(1986)-  48 03 46.     (N)    102 11 05.     (W)     SCALED    
 TG0696* NAVD 88     -       643.986  (meters)    2112.81   (feet)  ADJUSTED  
 TG0696  ___________________________________________________________________
 TG0696  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0696  DYNAMIC HT  -         644.084 (meters)    2113.13  (feet)  COMP
 TG0696  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 TG0696
 TG0696  VERT ORDER  -  SECOND    CLASS 0
 TG0696
 TG0696.The horizontal coordinates were scaled from a topographic map and have
 TG0696.an estimated accuracy of +/- 6 seconds.
 TG0696
 TG0696.The orthometric height was determined by differential leveling
 TG0696.and adjusted by the National Geodetic Survey in June 1991..
 TG0696
 TG0696.The geoid height was determined by GEOID03.
 TG0696
 TG0696.The dynamic height is computed by dividing the NAVD 88
 TG0696.geopotential number by the normal gravity value computed on the
 TG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0696.degrees latitude (g = 980.6199 gals.).
 TG0696
 TG0696.The modeled gravity was interpolated from observed gravity values.
 TG0696
 TG0696;                    North         East    Units  Estimated Accuracy
 TG0696;SPC ND N     -   119,530.      474,450.      MT  (+/- 180 meters Scaled)
 TG0696
 TG0696                          SUPERSEDED SURVEY CONTROL
 TG0696
 TG0696  NGVD 29 (??/??/92)  643.55   (m)         2111.4    (f) COMPUTED    2 0
 TG0696
 TG0696.Superseded values are not recommended for survey control.
 TG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0696.See file dsdata.txt to determine how the superseded data were derived.
 TG0696
 TG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP097271(NAD 83)
 TG0696_MARKER: DD = SURVEY DISK
 TG0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0696_SP_SET: PEDESTAL
 TG0696_STAMPING: B 2
 TG0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0696
 TG0696  HISTORY     - Date     Condition        Report By
 TG0696  HISTORY     - UNK      MONUMENTED       DOD
 TG0696  HISTORY     - 1963     GOOD             NGS
 TG0696
 TG0696                          STATION DESCRIPTION
 TG0696
 TG0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0696'10.05 MI NW FROM PARSHALL.
 TG0696'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0696'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0696'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0696'A GRAVELED COUNTY ROAD, THENCE 3.25 MILES NORTH ALONG A GRAVELED
 TG0696'COUNTY ROAD, THENCE 0.2 MILE WEST ACROSS PASTURE LAND, ON THE SOUTH
 TG0696'SLOPE OF A HILL, 1146 FEET NORTHWEST ACROSS A GRAVELED ROAD FROM THE
 TG0696'LAUNCHER, 24 FEET SOUTH OF AN EAST-WEST FENCE, A 1 1/2 X 4 FOOT
 TG0696'CONCRETE PEDESTAL WITH TRIBRACH, S 24, R 90 W, T 153 N.  NOTE-- CENTER
 TG0696'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0693 ***********************************************************************
 TG0693  DESIGNATION -  H 2 Z
 TG0693  PID         -  TG0693
 TG0693  STATE/COUNTY-  ND/MOUNTRAIL
 TG0693  USGS QUAD   -  EPWORTH (1981)
 TG0693
 TG0693                         *CURRENT SURVEY CONTROL
 TG0693  ___________________________________________________________________
 TG0693* NAD 83(1986)-  48 03 39.     (N)    102 10 34.     (W)     SCALED    
 TG0693* NAVD 88     -       647.434  (meters)    2124.12   (feet)  ADJUSTED  
 TG0693  ___________________________________________________________________
 TG0693  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0693  DYNAMIC HT  -         647.534 (meters)    2124.45  (feet)  COMP
 TG0693  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG0693
 TG0693  VERT ORDER  -  SECOND    CLASS 0
 TG0693
 TG0693.The horizontal coordinates were scaled from a topographic map and have
 TG0693.an estimated accuracy of +/- 6 seconds.
 TG0693
 TG0693.The orthometric height was determined by differential leveling
 TG0693.and adjusted by the National Geodetic Survey in June 1991..
 TG0693
 TG0693.The geoid height was determined by GEOID03.
 TG0693
 TG0693.The dynamic height is computed by dividing the NAVD 88
 TG0693.geopotential number by the normal gravity value computed on the
 TG0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0693.degrees latitude (g = 980.6199 gals.).
 TG0693
 TG0693.The modeled gravity was interpolated from observed gravity values.
 TG0693
 TG0693;                    North         East    Units  Estimated Accuracy
 TG0693;SPC ND N     -   119,300.      475,090.      MT  (+/- 180 meters Scaled)
 TG0693
 TG0693                          SUPERSEDED SURVEY CONTROL
 TG0693
 TG0693  NGVD 29 (??/??/92)  647.00   (m)         2122.7    (f) COMPUTED    2 0
 TG0693
 TG0693.Superseded values are not recommended for survey control.
 TG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0693.See file dsdata.txt to determine how the superseded data were derived.
 TG0693
 TG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103269(NAD 83)
 TG0693_MARKER: DS = TRIANGULATION STATION DISK
 TG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0693_STAMPING: H 2 Z 1962
 TG0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0693+STABILITY: SURFACE MOTION
 TG0693
 TG0693  HISTORY     - Date     Condition        Report By
 TG0693  HISTORY     - 1962     MONUMENTED       CGS
 TG0693  HISTORY     - 1963     GOOD             NGS
 TG0693
 TG0693                          STATION DESCRIPTION
 TG0693
 TG0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0693'10.6 MI NW FROM PARSHALL.
 TG0693'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0693'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0693'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0693'A GRAVELED COUNTY ROAD, THENCE 3.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0693'ROAD, THENCE 0.5 MILE SOUTHEAST ACROSS PASTURE LAND, AT THE CREST OF A
 TG0693'GRASSY KNOLL, 72.0 FEET SOUTH OF AN EAST-WEST FENCE, 46.6 FEET SOUTH
 TG0693'OF R.M. 1, 31.0 FEET WEST OF R.M. 2, 5.6 FEET EAST OF A METAL WITNESS
 TG0693'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 19,
 TG0693'R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0692 ***********************************************************************
 TG0692  DESIGNATION -  H 2 Z RM 1
 TG0692  PID         -  TG0692
 TG0692  STATE/COUNTY-  ND/MOUNTRAIL
 TG0692  USGS QUAD   -  EPWORTH (1981)
 TG0692
 TG0692                         *CURRENT SURVEY CONTROL
 TG0692  ___________________________________________________________________
 TG0692* NAD 83(1986)-  48 03 39.     (N)    102 10 34.     (W)     SCALED    
 TG0692* NAVD 88     -       646.901  (meters)    2122.37   (feet)  ADJUSTED  
 TG0692  ___________________________________________________________________
 TG0692  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0692  DYNAMIC HT  -         647.001 (meters)    2122.70  (feet)  COMP
 TG0692  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG0692
 TG0692  VERT ORDER  -  SECOND    CLASS 0
 TG0692
 TG0692.The horizontal coordinates were scaled from a topographic map and have
 TG0692.an estimated accuracy of +/- 6 seconds.
 TG0692
 TG0692.The orthometric height was determined by differential leveling
 TG0692.and adjusted by the National Geodetic Survey in June 1991..
 TG0692
 TG0692.The geoid height was determined by GEOID03.
 TG0692
 TG0692.The dynamic height is computed by dividing the NAVD 88
 TG0692.geopotential number by the normal gravity value computed on the
 TG0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0692.degrees latitude (g = 980.6199 gals.).
 TG0692
 TG0692.The modeled gravity was interpolated from observed gravity values.
 TG0692
 TG0692;                    North         East    Units  Estimated Accuracy
 TG0692;SPC ND N     -   119,300.      475,090.      MT  (+/- 180 meters Scaled)
 TG0692
 TG0692                          SUPERSEDED SURVEY CONTROL
 TG0692
 TG0692  NGVD 29 (??/??/92)  646.47   (m)         2121.0    (f) COMPUTED    2 0
 TG0692
 TG0692.Superseded values are not recommended for survey control.
 TG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0692.See file dsdata.txt to determine how the superseded data were derived.
 TG0692
 TG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103269(NAD 83)
 TG0692_MARKER: DR = REFERENCE MARK DISK
 TG0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0692_STAMPING: H 2 Z NO 1 1962
 TG0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0692+STABILITY: SURFACE MOTION
 TG0692
 TG0692  HISTORY     - Date     Condition        Report By
 TG0692  HISTORY     - 1962     MONUMENTED       CGS
 TG0692  HISTORY     - 1963     GOOD             NGS
 TG0692
 TG0692                          STATION DESCRIPTION
 TG0692
 TG0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0692'10.6 MI NW FROM PARSHALL.
 TG0692'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0692'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0692'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0692'A GRAVELED COUNTY ROAD, THENCE 3.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0692'ROAD, THENCE 0.5 MILE SOUTHEAST ACROSS PASTURE LAND, 52.6 FEET
 TG0692'NORTHWEST OF R.M. 2, 46.6 FEET NORTH OF THE STATION MARK, 25.4 FEET
 TG0692'SOUTH OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TG0692'PROJECTING 0.5 FOOT, S 19, R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0694 ***********************************************************************
 TG0694  DESIGNATION -  H 2 Z RM 2
 TG0694  PID         -  TG0694
 TG0694  STATE/COUNTY-  ND/MOUNTRAIL
 TG0694  USGS QUAD   -  EPWORTH (1981)
 TG0694
 TG0694                         *CURRENT SURVEY CONTROL
 TG0694  ___________________________________________________________________
 TG0694* NAD 83(1986)-  48 03 39.     (N)    102 10 34.     (W)     SCALED    
 TG0694* NAVD 88     -       647.136  (meters)    2123.15   (feet)  ADJUSTED  
 TG0694  ___________________________________________________________________
 TG0694  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0694  DYNAMIC HT  -         647.235 (meters)    2123.47  (feet)  COMP
 TG0694  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG0694
 TG0694  VERT ORDER  -  SECOND    CLASS 0
 TG0694
 TG0694.The horizontal coordinates were scaled from a topographic map and have
 TG0694.an estimated accuracy of +/- 6 seconds.
 TG0694
 TG0694.The orthometric height was determined by differential leveling
 TG0694.and adjusted by the National Geodetic Survey in June 1991..
 TG0694
 TG0694.The geoid height was determined by GEOID03.
 TG0694
 TG0694.The dynamic height is computed by dividing the NAVD 88
 TG0694.geopotential number by the normal gravity value computed on the
 TG0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0694.degrees latitude (g = 980.6199 gals.).
 TG0694
 TG0694.The modeled gravity was interpolated from observed gravity values.
 TG0694
 TG0694;                    North         East    Units  Estimated Accuracy
 TG0694;SPC ND N     -   119,300.      475,090.      MT  (+/- 180 meters Scaled)
 TG0694
 TG0694                          SUPERSEDED SURVEY CONTROL
 TG0694
 TG0694  NGVD 29 (??/??/92)  646.70   (m)         2121.7    (f) COMPUTED    2 0
 TG0694
 TG0694.Superseded values are not recommended for survey control.
 TG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0694.See file dsdata.txt to determine how the superseded data were derived.
 TG0694
 TG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP103269(NAD 83)
 TG0694_MARKER: DR = REFERENCE MARK DISK
 TG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0694_STAMPING: H 2 Z NO 2 1962
 TG0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0694+STABILITY: SURFACE MOTION
 TG0694
 TG0694  HISTORY     - Date     Condition        Report By
 TG0694  HISTORY     - 1962     MONUMENTED       CGS
 TG0694  HISTORY     - 1963     GOOD             NGS
 TG0694
 TG0694                          STATION DESCRIPTION
 TG0694
 TG0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0694'10.6 MI NW FROM PARSHALL.
 TG0694'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0694'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0694'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.4 MILES WEST ALONG
 TG0694'A GRAVELED COUNTY ROAD, THENCE 3.5 MILES NORTH ALONG A GRAVELED COUNTY
 TG0694'ROAD, THENCE 0.5 MILE SOUTHEAST ACROSS PASTURE LAND, 52.6 FEET
 TG0694'SOUTHEAST OF R.M. 1, 31.0 FEET EAST OF THE STATION MARK, AND SET IN
 TG0694'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 19, R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0148 ***********************************************************************
 RS0148  DESIGNATION -  H 20
 RS0148  PID         -  RS0148
 RS0148  STATE/COUNTY-  ND/SLOPE
 RS0148  USGS QUAD   -  DAGLUM SW (1982)
 RS0148
 RS0148                         *CURRENT SURVEY CONTROL
 RS0148  ___________________________________________________________________
 RS0148* NAD 83(1986)-  46 31 35.     (N)    103 08 05.     (W)     SCALED    
 RS0148* NAVD 88     -       828.243  (meters)    2717.33   (feet)  ADJUSTED  
 RS0148  ___________________________________________________________________
 RS0148  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 RS0148  DYNAMIC HT  -         828.190 (meters)    2717.15  (feet)  COMP
 RS0148  MODELED GRAV-     980,522.5   (mgal)                       NAVD 88
 RS0148
 RS0148  VERT ORDER  -  FIRST     CLASS II
 RS0148
 RS0148.The horizontal coordinates were scaled from a topographic map and have
 RS0148.an estimated accuracy of +/- 6 seconds.
 RS0148
 RS0148.The orthometric height was determined by differential leveling
 RS0148.and adjusted by the National Geodetic Survey in June 1991..
 RS0148
 RS0148.The geoid height was determined by GEOID03.
 RS0148
 RS0148.The dynamic height is computed by dividing the NAVD 88
 RS0148.geopotential number by the normal gravity value computed on the
 RS0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0148.degrees latitude (g = 980.6199 gals.).
 RS0148
 RS0148.The modeled gravity was interpolated from observed gravity values.
 RS0148
 RS0148;                    North         East    Units  Estimated Accuracy
 RS0148;SPC ND S     -    98,950.      397,900.      MT  (+/- 180 meters Scaled)
 RS0148
 RS0148                          SUPERSEDED SURVEY CONTROL
 RS0148
 RS0148  NGVD 29 (??/??/92)  827.718  (m)         2715.60   (f) ADJ UNCH    1 2
 RS0148
 RS0148.Superseded values are not recommended for survey control.
 RS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0148.See file dsdata.txt to determine how the superseded data were derived.
 RS0148
 RS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM430542(NAD 83)
 RS0148_MARKER: DB = BENCH MARK DISK
 RS0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0148_STAMPING: H 20 1934
 RS0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0148+STABILITY: SURFACE MOTION
 RS0148
 RS0148  HISTORY     - Date     Condition        Report By
 RS0148  HISTORY     - 1934     MONUMENTED       CGS
 RS0148  HISTORY     - 1960     GOOD             USGS
 RS0148
 RS0148                          STATION DESCRIPTION
 RS0148
 RS0148'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RS0148'11.9 MI NE FROM AMIDON.
 RS0148'11.9 MILES NORTHEAST ALONG U.S. HIGHWAY 85 AND STATE HIGHWAY 21 FROM
 RS0148'AMIDON, SLOPE COUNTY, 560 FEET WEST OF BRIDGE OVER SMALL CREEK AND 110
 RS0148'FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 21.  A STANDARD DISK,
 RS0148'STAMPED H 20 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0372 ***********************************************************************
 RS0372  DESIGNATION -  H 20 RESET
 RS0372  PID         -  RS0372
 RS0372  STATE/COUNTY-  ND/SLOPE
 RS0372  USGS QUAD   -  DAGLUM SW (1982)
 RS0372
 RS0372                         *CURRENT SURVEY CONTROL
 RS0372  ___________________________________________________________________
 RS0372* NAD 83(1986)-  46 31 35.     (N)    103 08 05.     (W)     SCALED    
 RS0372* NAVD 88     -       828.03   (meters)    2716.6    (feet)  RESET     
 RS0372  ___________________________________________________________________
 RS0372  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 RS0372
 RS0372  VERT ORDER  -  THIRD
 RS0372
 RS0372.The horizontal coordinates were scaled from a topographic map and have
 RS0372.an estimated accuracy of +/- 6 seconds.
 RS0372
 RS0372.The orthometric height was computed from unverified reset data.
 RS0372.No vertical observational check was made to the station.
 RS0372
 RS0372.The geoid height was determined by GEOID03.
 RS0372
 RS0372;                    North         East    Units  Estimated Accuracy
 RS0372;SPC ND S     -    98,950.      397,900.      MT  (+/- 180 meters Scaled)
 RS0372
 RS0372                          SUPERSEDED SURVEY CONTROL
 RS0372
 RS0372  NGVD 29 (11/04/04)  827.51   (m)         2714.9    (f) RESET       3  
 RS0372
 RS0372.Superseded values are not recommended for survey control.
 RS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0372.See file dsdata.txt to determine how the superseded data were derived.
 RS0372
 RS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM430542(NAD 83)
 RS0372_MARKER: DB = BENCH MARK DISK
 RS0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0372_STAMPING: H 20 RESET 1982
 RS0372_PROJECTION: PROJECTING 5 CENTIMETERS
 RS0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0372+STABILITY: SURFACE MOTION
 RS0372
 RS0372  HISTORY     - Date     Condition        Report By
 RS0372  HISTORY     - 1982     MONUMENTED       NGS
 RS0372
 RS0372                          STATION DESCRIPTION
 RS0372
 RS0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0372'19.3 KM (12.0 MI) NE FROM AMOON.
 RS0372'14.5 KM (9.0 MI) NORTHEAST ALONG HIGHWAY 85 FROM THE CENTER OF
 RS0372'AMOON, THENCE 4.8 KM (3.0 MI) EAST ALONG HIGHWAY 21, 22.9 METERS
 RS0372'(75.0 FEET) NORTHEAST OF THE CENTER OF ASPHALT ROAD, 18.5 METERS
 RS0372'(60.7 FEET) EAST OF CENTER OF GRAVELED ROAD, AND 0.45 METER
 RS0372'(1.5 FEET) SOUTHWEST OF A FENCE CORNER.
 RS0372'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0407 ***********************************************************************
 SM0407  DESIGNATION -  H 201
 SM0407  PID         -  SM0407
 SM0407  STATE/COUNTY-  ND/GRIGGS
 SM0407  USGS QUAD   -  SUTTON NE (1961)
 SM0407
 SM0407                         *CURRENT SURVEY CONTROL
 SM0407  ___________________________________________________________________
 SM0407* NAD 83(1986)-  47 26 33.     (N)    098 22 18.     (W)     SCALED    
 SM0407* NAVD 88     -       442.407  (meters)    1451.46   (feet)  ADJUSTED  
 SM0407  ___________________________________________________________________
 SM0407  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SM0407  DYNAMIC HT  -         442.460 (meters)    1451.64  (feet)  COMP
 SM0407  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SM0407
 SM0407  VERT ORDER  -  SECOND    CLASS 0
 SM0407
 SM0407.The horizontal coordinates were scaled from a topographic map and have
 SM0407.an estimated accuracy of +/- 6 seconds.
 SM0407
 SM0407.The orthometric height was determined by differential leveling
 SM0407.and adjusted by the National Geodetic Survey in June 1991..
 SM0407
 SM0407.The geoid height was determined by GEOID03.
 SM0407
 SM0407.The dynamic height is computed by dividing the NAVD 88
 SM0407.geopotential number by the normal gravity value computed on the
 SM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0407.degrees latitude (g = 980.6199 gals.).
 SM0407
 SM0407.The modeled gravity was interpolated from observed gravity values.
 SM0407
 SM0407;                    North         East    Units  Estimated Accuracy
 SM0407;SPC ND N     -    51,420.      760,510.      MT  (+/- 180 meters Scaled)
 SM0407
 SM0407                          SUPERSEDED SURVEY CONTROL
 SM0407
 SM0407  NGVD 29 (??/??/92)  442.06   (m)         1450.3    (f) COMPUTED    2 0
 SM0407
 SM0407.Superseded values are not recommended for survey control.
 SM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0407.See file dsdata.txt to determine how the superseded data were derived.
 SM0407
 SM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT473545(NAD 83)
 SM0407_MARKER: DB = BENCH MARK DISK
 SM0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0407_STAMPING: H 201 1935
 SM0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0407+STABILITY: SURFACE MOTION
 SM0407
 SM0407  HISTORY     - Date     Condition        Report By
 SM0407  HISTORY     - 1935     MONUMENTED       CGS
 SM0407  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0407
 SM0407                          STATION DESCRIPTION
 SM0407
 SM0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0407'2.2 MI NW FROM REVERE.
 SM0407'2.2 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0407'AT REVERE, GRIGGS COUNTY, 5.2 MILES NORTH ALONG A DIRT ROAD.  AT THE
 SM0407'SOUTHEAST CORNER OF SECTION 24, T. 146 N., BETWEEN R. 60 AND 61 W., AT
 SM0407'THE INTERSECTION OF STATE HIGHWAY 7, 43.3 FEET NORTH OF THE CENTER OF
 SM0407'THE INTERSECTION, 38.8 FEET NORTH OF THE WEST HEADWALL OF A CONCRETE
 SM0407'CULVERT, 21.1 FEET NORTH OF THE SOUTHEAST CORNER OF A FIELD FENCE, AND
 SM0407'0.9 FOOT EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED
 SM0407'H 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0203 ***********************************************************************
 SM0203  DESIGNATION -  H 202
 SM0203  PID         -  SM0203
 SM0203  STATE/COUNTY-  ND/GRIGGS
 SM0203  USGS QUAD   -  JESSIE (1961)
 SM0203
 SM0203                         *CURRENT SURVEY CONTROL
 SM0203  ___________________________________________________________________
 SM0203* NAD 83(1986)-  47 35 14.     (N)    098 10 34.     (W)     SCALED    
 SM0203* NAVD 88     -       444.135  (meters)    1457.13   (feet)  ADJUSTED  
 SM0203  ___________________________________________________________________
 SM0203  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 SM0203  DYNAMIC HT  -         444.196 (meters)    1457.33  (feet)  COMP
 SM0203  MODELED GRAV-     980,735.8   (mgal)                       NAVD 88
 SM0203
 SM0203  VERT ORDER  -  SECOND    CLASS 0
 SM0203
 SM0203.The horizontal coordinates were scaled from a topographic map and have
 SM0203.an estimated accuracy of +/- 6 seconds.
 SM0203
 SM0203.The orthometric height was determined by differential leveling
 SM0203.and adjusted by the National Geodetic Survey in June 1991..
 SM0203
 SM0203.The geoid height was determined by GEOID03.
 SM0203
 SM0203.The dynamic height is computed by dividing the NAVD 88
 SM0203.geopotential number by the normal gravity value computed on the
 SM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0203.degrees latitude (g = 980.6199 gals.).
 SM0203
 SM0203.The modeled gravity was interpolated from observed gravity values.
 SM0203
 SM0203;                    North         East    Units  Estimated Accuracy
 SM0203;SPC ND N     -    67,930.      774,770.      MT  (+/- 180 meters Scaled)
 SM0203
 SM0203                          SUPERSEDED SURVEY CONTROL
 SM0203
 SM0203  NGVD 29 (??/??/92)  443.794  (m)         1456.01   (f) ADJ UNCH    2 0
 SM0203
 SM0203.Superseded values are not recommended for survey control.
 SM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0203.See file dsdata.txt to determine how the superseded data were derived.
 SM0203
 SM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT619707(NAD 83)
 SM0203_MARKER: DB = BENCH MARK DISK
 SM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0203_STAMPING: H 202 1935
 SM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0203+STABILITY: SURFACE MOTION
 SM0203
 SM0203  HISTORY     - Date     Condition        Report By
 SM0203  HISTORY     - 1935     MONUMENTED       CGS
 SM0203  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0203
 SM0203                          STATION DESCRIPTION
 SM0203
 SM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0203'10.1 MI NE FROM BINFORD.
 SM0203'8.1 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0203'RAILWAY STATION AT BINFORD, GRIGGS COUNTY, 2.0 MILES NORTH ALONG A
 SM0203'SECTION-LINE ROAD.  0.2 MILE SOUTHEAST OF A LARGE SQUARE TWO-STORY
 SM0203'FARMHOUSE, AT THE CORNER COMMON TO SECTIONS 3, 4, 33 AND 34, T. 147
 SM0203'N., R. 59 W., AT A ROAD INTERSECTION, 42.3 FEET SOUTHEAST OF THE
 SM0203'CENTER OF THE INTERSECTION, 25.8 FEET SOUTH OF THE CENTERLINE OF THE
 SM0203'EAST-AND-WEST ROAD, AND 7 FEET EAST OF A FENCE CORNER.  A STANDARD
 SM0203'DISK, STAMPED H 202 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0203'ROAD WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0389 ***********************************************************************
 SM0389  DESIGNATION -  H 205
 SM0389  PID         -  SM0389
 SM0389  STATE/COUNTY-  ND/BARNES
 SM0389  USGS QUAD   -  DAZEY (1961)
 SM0389
 SM0389                         *CURRENT SURVEY CONTROL
 SM0389  ___________________________________________________________________
 SM0389* NAD 83(1986)-  47 14 26.     (N)    098 11 45.     (W)     SCALED    
 SM0389* NAVD 88     -       434.347  (meters)    1425.02   (feet)  ADJUSTED  
 SM0389  ___________________________________________________________________
 SM0389  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0389  DYNAMIC HT  -         434.380 (meters)    1425.13  (feet)  COMP
 SM0389  MODELED GRAV-     980,676.1   (mgal)                       NAVD 88
 SM0389
 SM0389  VERT ORDER  -  SECOND    CLASS 0
 SM0389
 SM0389.The horizontal coordinates were scaled from a topographic map and have
 SM0389.an estimated accuracy of +/- 6 seconds.
 SM0389
 SM0389.The orthometric height was determined by differential leveling
 SM0389.and adjusted by the National Geodetic Survey in June 1991..
 SM0389
 SM0389.The geoid height was determined by GEOID03.
 SM0389
 SM0389.The dynamic height is computed by dividing the NAVD 88
 SM0389.geopotential number by the normal gravity value computed on the
 SM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0389.degrees latitude (g = 980.6199 gals.).
 SM0389
 SM0389.The modeled gravity was interpolated from observed gravity values.
 SM0389
 SM0389;                    North         East    Units  Estimated Accuracy
 SM0389;SPC ND S     -   177,510.      774,430.      MT  (+/- 180 meters Scaled)
 SM0389
 SM0389                          SUPERSEDED SURVEY CONTROL
 SM0389
 SM0389  NGVD 29 (??/??/92)  434.001  (m)         1423.88   (f) ADJ UNCH    2 0
 SM0389
 SM0389.Superseded values are not recommended for survey control.
 SM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0389.See file dsdata.txt to determine how the superseded data were derived.
 SM0389
 SM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT608322(NAD 83)
 SM0389_MARKER: DB = BENCH MARK DISK
 SM0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0389_STAMPING: H 205 1935
 SM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0389+STABILITY: SURFACE MOTION
 SM0389
 SM0389  HISTORY     - Date     Condition        Report By
 SM0389  HISTORY     - 1935     MONUMENTED       CGS
 SM0389  HISTORY     - 1964     GOOD             NGS
 SM0389
 SM0389                          STATION DESCRIPTION
 SM0389
 SM0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0389'3.6 MI S FROM DAZEY.
 SM0389'ABOUT 3.6 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0389'STATION AT DAZEY, IN SECTION 6, T 143 N, R 59 W, AT THE GRIGGS-BARNES
 SM0389'COUNTY LINE, 77 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 67
 SM0389'FEET WEST OF THE WEST RAIL, 33 FEET SOUTH OF THE CENTER LINE OF AN
 SM0389'EAST-WEST ROAD, 57 FEET NORTHEAST OF A POWER POLE WITH 4 GUY WIRES, 38
 SM0389'1/2 FEET WEST OF A TELEPHONE POLE, 0.6 FOOT WEST OF A METAL WITNESS
 SM0389'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 SM0389'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0645 ***********************************************************************
 SM0645  DESIGNATION -  H 207
 SM0645  PID         -  SM0645
 SM0645  STATE/COUNTY-  ND/STUTSMAN
 SM0645  USGS QUAD   -  SPIRITWOOD LAKE (1951)
 SM0645
 SM0645                         *CURRENT SURVEY CONTROL
 SM0645  ___________________________________________________________________
 SM0645* NAD 83(1986)-  47 06 34.     (N)    098 30 35.     (W)     SCALED    
 SM0645* NAVD 88     -       460.562  (meters)    1511.03   (feet)  ADJUSTED  
 SM0645  ___________________________________________________________________
 SM0645  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SM0645  DYNAMIC HT  -         460.594 (meters)    1511.13  (feet)  COMP
 SM0645  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 SM0645
 SM0645  VERT ORDER  -  SECOND    CLASS 0
 SM0645
 SM0645.The horizontal coordinates were scaled from a topographic map and have
 SM0645.an estimated accuracy of +/- 6 seconds.
 SM0645
 SM0645.The orthometric height was determined by differential leveling
 SM0645.and adjusted by the National Geodetic Survey in June 1991..
 SM0645
 SM0645.The geoid height was determined by GEOID03.
 SM0645
 SM0645.The dynamic height is computed by dividing the NAVD 88
 SM0645.geopotential number by the normal gravity value computed on the
 SM0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0645.degrees latitude (g = 980.6199 gals.).
 SM0645
 SM0645.The modeled gravity was interpolated from observed gravity values.
 SM0645
 SM0645;                    North         East    Units  Estimated Accuracy
 SM0645;SPC ND S     -   162,290.      751,040.      MT  (+/- 180 meters Scaled)
 SM0645
 SM0645                          SUPERSEDED SURVEY CONTROL
 SM0645
 SM0645  NGVD 29 (??/??/92)  460.188  (m)         1509.80   (f) ADJ UNCH    2 0
 SM0645
 SM0645.Superseded values are not recommended for survey control.
 SM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0645.See file dsdata.txt to determine how the superseded data were derived.
 SM0645
 SM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT371174(NAD 83)
 SM0645_MARKER: DB = BENCH MARK DISK
 SM0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0645_STAMPING: H 207 1935
 SM0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0645+STABILITY: SURFACE MOTION
 SM0645
 SM0645  HISTORY     - Date     Condition        Report By
 SM0645  HISTORY     - 1935     MONUMENTED       CGS
 SM0645  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0645
 SM0645                          STATION DESCRIPTION
 SM0645
 SM0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0645'12.2 MI N FROM SPIRITWOOD.
 SM0645'12.2 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 SM0645'HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, AT THE NORTHEAST CORNER OF
 SM0645'SECTION 22, T. 142 N., R. 62 W., 150 FEET EAST OF A FARMHOUSE, AT A
 SM0645'ROAD INTERSECTION, 68.1 FEET SOUTHWEST OF THE CENTER OF THE
 SM0645'INTERSECTION, 47.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SM0645'6.4 FEET WEST OF A 12-INCH PINE TREE.  A STANDARD DISK, STAMPED H 207
 SM0645'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED
 SM0645'LOCATION IS NOW THE BOTTOM OF THE GRADED DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0639 ***********************************************************************
 SM0639  DESIGNATION -  H 208
 SM0639  PID         -  SM0639
 SM0639  STATE/COUNTY-  ND/STUTSMAN
 SM0639  USGS QUAD   -  FRIED (1990)
 SM0639
 SM0639                         *CURRENT SURVEY CONTROL
 SM0639  ___________________________________________________________________
 SM0639* NAD 83(1986)-  47 06 34.     (N)    098 38 08.     (W)     SCALED    
 SM0639* NAVD 88     -       479.648  (meters)    1573.65   (feet)  ADJUSTED  
 SM0639  ___________________________________________________________________
 SM0639  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 SM0639  DYNAMIC HT  -         479.683 (meters)    1573.76  (feet)  COMP
 SM0639  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 SM0639
 SM0639  VERT ORDER  -  SECOND    CLASS 0
 SM0639
 SM0639.The horizontal coordinates were scaled from a topographic map and have
 SM0639.an estimated accuracy of +/- 6 seconds.
 SM0639
 SM0639.The orthometric height was determined by differential leveling
 SM0639.and adjusted by the National Geodetic Survey in June 1991..
 SM0639
 SM0639.The geoid height was determined by GEOID03.
 SM0639
 SM0639.The dynamic height is computed by dividing the NAVD 88
 SM0639.geopotential number by the normal gravity value computed on the
 SM0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0639.degrees latitude (g = 980.6199 gals.).
 SM0639
 SM0639.The modeled gravity was interpolated from observed gravity values.
 SM0639
 SM0639;                    North         East    Units  Estimated Accuracy
 SM0639;SPC ND S     -   162,060.      741,490.      MT  (+/- 180 meters Scaled)
 SM0639
 SM0639                          SUPERSEDED SURVEY CONTROL
 SM0639
 SM0639  NGVD 29 (??/??/92)  479.272  (m)         1572.41   (f) ADJ UNCH    2 0
 SM0639
 SM0639.Superseded values are not recommended for survey control.
 SM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0639.See file dsdata.txt to determine how the superseded data were derived.
 SM0639
 SM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT276173(NAD 83)
 SM0639_MARKER: DB = BENCH MARK DISK
 SM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0639_STAMPING: H 208 1935
 SM0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0639+STABILITY: SURFACE MOTION
 SM0639
 SM0639  HISTORY     - Date     Condition        Report By
 SM0639  HISTORY     - 1935     MONUMENTED       CGS
 SM0639  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0639
 SM0639                          STATION DESCRIPTION
 SM0639
 SM0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0639'20.2 MI NW FROM SPIRITWOOD.
 SM0639'12.2 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 SM0639'HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, THENCE 6.0 MILES WEST ALONG
 SM0639'A SECTION-LINE ROAD.  AT THE NORTHWEST CORNER OF SECTION 23, T. 143
 SM0639'N., R. 63 W., 150 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 SM0639'AT THE ASHLAND SCHOOL, 96.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 SM0639'THE SCHOOLHOUSE, IN THE NORTHEAST CORNER OF THE SCHOOLYARD, 35.8 FEET
 SM0639'SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 8.8 FEET SOUTH OF
 SM0639'THE NORTHWEST CORNER OF A FIELD FENCE, AND 1.4 FEET WEST OF THE
 SM0639'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED H 208 1935 AND SET IN
 SM0639'THE TOP OF A CONCRETE POST.  NOTE-- THE SCHOOL, HOUSE IS GONE AND THE
 SM0639'DESCRIBED LOCATION IS IN THE PRESENT GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0328 ***********************************************************************
 RR0328  DESIGNATION -  H 21
 RR0328  PID         -  RR0328
 RR0328  STATE/COUNTY-  ND/MORTON
 RR0328  USGS QUAD   -  NEW SALEM (1980)
 RR0328
 RR0328                         *CURRENT SURVEY CONTROL
 RR0328  ___________________________________________________________________
 RR0328* NAD 83(1986)-  46 50 33.     (N)    101 24 44.     (W)     SCALED    
 RR0328* NAVD 88     -       659.101  (meters)    2162.40   (feet)  ADJUSTED  
 RR0328  ___________________________________________________________________
 RR0328  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 RR0328  DYNAMIC HT  -         659.105 (meters)    2162.41  (feet)  COMP
 RR0328  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 RR0328
 RR0328  VERT ORDER  -  FIRST     CLASS II
 RR0328
 RR0328.The horizontal coordinates were scaled from a topographic map and have
 RR0328.an estimated accuracy of +/- 6 seconds.
 RR0328
 RR0328.The orthometric height was determined by differential leveling
 RR0328.and adjusted by the National Geodetic Survey in June 1991..
 RR0328
 RR0328.The geoid height was determined by GEOID03.
 RR0328
 RR0328.The dynamic height is computed by dividing the NAVD 88
 RR0328.geopotential number by the normal gravity value computed on the
 RR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0328.degrees latitude (g = 980.6199 gals.).
 RR0328
 RR0328.The modeled gravity was interpolated from observed gravity values.
 RR0328
 RR0328;                    North         East    Units  Estimated Accuracy
 RR0328;SPC ND S     -   131,110.      530,420.      MT  (+/- 180 meters Scaled)
 RR0328
 RR0328                          SUPERSEDED SURVEY CONTROL
 RR0328
 RR0328  NGVD 29 (??/??/92)  658.663  (m)         2160.96   (f) ADJ UNCH    1 2
 RR0328
 RR0328.Superseded values are not recommended for survey control.
 RR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0328.See file dsdata.txt to determine how the superseded data were derived.
 RR0328
 RR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS160904(NAD 83)
 RR0328_MARKER: DB = BENCH MARK DISK
 RR0328_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RR0328_SP_SET: BUILDING FOUNDATION
 RR0328_STAMPING: H 21 1933 2160.964
 RR0328_MARK LOGO: CGS   
 RR0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0328+STABILITY: POSITION/ELEVATION WELL
 RR0328
 RR0328  HISTORY     - Date     Condition        Report By
 RR0328  HISTORY     - 1933     MONUMENTED       CGS
 RR0328  HISTORY     - 1956     GOOD             NGS
 RR0328  HISTORY     - 1982     GOOD             NGS
 RR0328  HISTORY     - 1985     GOOD             NGS
 RR0328
 RR0328                          STATION DESCRIPTION
 RR0328
 RR0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0328'IN NEW SALEN.
 RR0328'AT NEW SALEM, MORTON COUNTY, AT THE CITY AUDITORIUM, IN THE SOUTH WING
 RR0328'OCCUPIED BY THE POST OFFICE, AND IN THE WEST CORNER OF THE SOUTH FACE
 RR0328'OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED H 21 1933 AND
 RR0328'SET VERTICALLY.
 RR0328
 RR0328                          STATION RECOVERY (1982)
 RR0328
 RR0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RR0328'IN NEW SALEM, AT THE INTERSECTION OF 4TH STREET AND MAIN AVENUE, SET
 RR0328'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE CITY
 RR0328'AUDITORIUM, 71.9 METERS (235.9 FT) WEST OF THE CENTER OF 4TH STREET,
 RR0328'61.3 METERS (201.1 FT) EAST OF THE CENTER OF 5TH STREET, 18.3 METERS
 RR0328'(60.0 FT) NORTH OF THE CENTER OF THE AVENUE, 5.6 METERS (18.4 FT) WEST
 RR0328'OF THE CENTER OF THE SOUTH ENTRANCE TO THE AUDITORIUM AND 0.5 METER
 RR0328'(1.6 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 RR0328'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 RR0328
 RR0328                          STATION RECOVERY (1985)
 RR0328
 RR0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0440 ***********************************************************************
 TE0440  DESIGNATION -  H 211
 TE0440  PID         -  TE0440
 TE0440  STATE/COUNTY-  ND/WALSH
 TE0440  USGS QUAD   -  ADAMS (1972)
 TE0440
 TE0440                         *CURRENT SURVEY CONTROL
 TE0440  ___________________________________________________________________
 TE0440* NAD 83(1986)-  48 29 07.     (N)    098 02 09.     (W)     SCALED    
 TE0440* NAVD 88     -       467.345  (meters)    1533.28   (feet)  ADJUSTED  
 TE0440  ___________________________________________________________________
 TE0440  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TE0440  DYNAMIC HT  -         467.434 (meters)    1533.57  (feet)  COMP
 TE0440  MODELED GRAV-     980,786.8   (mgal)                       NAVD 88
 TE0440
 TE0440  VERT ORDER  -  SECOND    CLASS 0
 TE0440
 TE0440.The horizontal coordinates were scaled from a topographic map and have
 TE0440.an estimated accuracy of +/- 6 seconds.
 TE0440
 TE0440.The orthometric height was determined by differential leveling
 TE0440.and adjusted by the National Geodetic Survey in June 1991..
 TE0440
 TE0440.The geoid height was determined by GEOID03.
 TE0440
 TE0440.The dynamic height is computed by dividing the NAVD 88
 TE0440.geopotential number by the normal gravity value computed on the
 TE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0440.degrees latitude (g = 980.6199 gals.).
 TE0440
 TE0440.The modeled gravity was interpolated from observed gravity values.
 TE0440
 TE0440;                    North         East    Units  Estimated Accuracy
 TE0440;SPC ND N     -   168,050.      782,120.      MT  (+/- 180 meters Scaled)
 TE0440
 TE0440                          SUPERSEDED SURVEY CONTROL
 TE0440
 TE0440  NGVD 29 (??/??/92)  466.963  (m)         1532.03   (f) ADJ UNCH    2 0
 TE0440
 TE0440.Superseded values are not recommended for survey control.
 TE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0440.See file dsdata.txt to determine how the superseded data were derived.
 TE0440
 TE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU712706(NAD 83)
 TE0440_MARKER: DB = BENCH MARK DISK
 TE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0440_STAMPING: H 211 1935
 TE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0440+STABILITY: SURFACE MOTION
 TE0440
 TE0440  HISTORY     - Date     Condition        Report By
 TE0440  HISTORY     - 1935     MONUMENTED       CGS
 TE0440  HISTORY     - 1964     GOOD             NGS
 TE0440  HISTORY     - 1968     GOOD             DOD
 TE0440
 TE0440                          STATION DESCRIPTION
 TE0440
 TE0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0440'8.4 MI W FROM EDINBURG.
 TE0440'ABOUT 8.4 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TE0440'EDINBURG, OR 9.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION
 TE0440'OF COUNTY ROADS 9 AND 22 AT FAIRDALE, IN SECTION 19, T 158 N, R 57 W,
 TE0440'ABOUT 39 YARDS SOUTHWEST AND ACROSS A ROAD FROM THE SOUTHWEST CORNER
 TE0440'OF AN OLD SCHOOL BUILDING THAT IS NOW TIBER T. W. P. HALL, 69 FEET
 TE0440'NORTHWEST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A
 TE0440'GRAVELED ROAD, 60 FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 34
 TE0440'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 4 FEET SOUTH OF A
 TE0440'TELEPHONE POLE, 6 FEET EAST OF A ROW OF SMALL TREES, 0.9 FOOT SOUTH OF
 TE0440'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROADS, AND
 TE0440'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 TE0440
 TE0440                          STATION RECOVERY (1968)
 TE0440
 TE0440'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0296 ***********************************************************************
 RR0296  DESIGNATION -  H 212
 RR0296  PID         -  RR0296
 RR0296  STATE/COUNTY-  ND/BURLEIGH
 RR0296  USGS QUAD   -  BURNT BUTTE (1979)
 RR0296
 RR0296                         *CURRENT SURVEY CONTROL
 RR0296  ___________________________________________________________________
 RR0296* NAD 83(1986)-  46 54 23.     (N)    100 45 13.     (W)     SCALED    
 RR0296* NAVD 88     -       569.960  (meters)    1869.94   (feet)  ADJUSTED  
 RR0296  ___________________________________________________________________
 RR0296  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0296  DYNAMIC HT  -         569.967 (meters)    1869.97  (feet)  COMP
 RR0296  MODELED GRAV-     980,608.5   (mgal)                       NAVD 88
 RR0296
 RR0296  VERT ORDER  -  FIRST     CLASS II
 RR0296
 RR0296.The horizontal coordinates were scaled from a topographic map and have
 RR0296.an estimated accuracy of +/- 6 seconds.
 RR0296
 RR0296.The orthometric height was determined by differential leveling
 RR0296.and adjusted by the National Geodetic Survey in June 1991..
 RR0296
 RR0296.The geoid height was determined by GEOID03.
 RR0296
 RR0296.The dynamic height is computed by dividing the NAVD 88
 RR0296.geopotential number by the normal gravity value computed on the
 RR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0296.degrees latitude (g = 980.6199 gals.).
 RR0296
 RR0296.The modeled gravity was interpolated from observed gravity values.
 RR0296
 RR0296;                    North         East    Units  Estimated Accuracy
 RR0296;SPC ND S     -   137,840.      580,680.      MT  (+/- 180 meters Scaled)
 RR0296
 RR0296                          SUPERSEDED SURVEY CONTROL
 RR0296
 RR0296  NGVD 29 (??/??/92)  569.530  (m)         1868.53   (f) ADJ UNCH    1 2
 RR0296
 RR0296.Superseded values are not recommended for survey control.
 RR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0296.See file dsdata.txt to determine how the superseded data were derived.
 RR0296
 RR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS664962(NAD 83)
 RR0296_MARKER: DB = BENCH MARK DISK
 RR0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0296_STAMPING: H 212 1962
 RR0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0296+STABILITY: SURFACE MOTION
 RR0296
 RR0296  HISTORY     - Date     Condition        Report By
 RR0296  HISTORY     - 1962     MONUMENTED       CGS
 RR0296  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0296
 RR0296                          STATION DESCRIPTION
 RR0296
 RR0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0296'8.5 MI S FROM BALDWIN.
 RR0296'ABOUT 8.5 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0296'STATION AT BALDWIN, AT MILEPOST 551, 41.7 FEET WEST OF THE WEST RAIL,
 RR0296'11.4 FEET WEST OF THE MILEPOST, 2 FEET EAST OF A FENCE LINE, 1.5 FEET
 RR0296'NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, SET IN
 RR0296'THE TOP OF A CONCRETE POST PROJECTING, 0.5 FOOT.  NOTE-- ABOUT 9.4
 RR0296'MILE WEST ALONG RR FROM THE STATION AT BISMARK.
 RR0296
 RR0296                          STATION RECOVERY (1982)
 RR0296
 RR0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0831 ***********************************************************************
 SN0831  DESIGNATION -  H 213
 SN0831  PID         -  SN0831
 SN0831  STATE/COUNTY-  ND/MCLEAN
 SN0831  USGS QUAD   -  WASHBURN (1980)
 SN0831
 SN0831                         *CURRENT SURVEY CONTROL
 SN0831  ___________________________________________________________________
 SN0831* NAD 83(1986)-  47 18 11.     (N)    101 03 25.     (W)     SCALED    
 SN0831* NAVD 88     -       546.142  (meters)    1791.80   (feet)  ADJUSTED  
 SN0831  ___________________________________________________________________
 SN0831  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SN0831  DYNAMIC HT  -         546.185 (meters)    1791.94  (feet)  COMP
 SN0831  MODELED GRAV-     980,673.5   (mgal)                       NAVD 88
 SN0831
 SN0831  VERT ORDER  -  FIRST     CLASS II
 SN0831
 SN0831.The horizontal coordinates were scaled from a topographic map and have
 SN0831.an estimated accuracy of +/- 6 seconds.
 SN0831
 SN0831.The orthometric height was determined by differential leveling
 SN0831.and adjusted by the National Geodetic Survey in June 1991..
 SN0831
 SN0831.The geoid height was determined by GEOID03.
 SN0831
 SN0831.The dynamic height is computed by dividing the NAVD 88
 SN0831.geopotential number by the normal gravity value computed on the
 SN0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0831.degrees latitude (g = 980.6199 gals.).
 SN0831
 SN0831.The modeled gravity was interpolated from observed gravity values.
 SN0831
 SN0831;                    North         East    Units  Estimated Accuracy
 SN0831;SPC ND N     -    33,850.      557,880.      MT  (+/- 180 meters Scaled)
 SN0831
 SN0831                          SUPERSEDED SURVEY CONTROL
 SN0831
 SN0831.No superseded survey control is available for this station.
 SN0831
 SN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT445408(NAD 83)
 SN0831_MARKER: DB = BENCH MARK DISK
 SN0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0831_STAMPING: H 213 1962
 SN0831_MARK LOGO: CGS   
 SN0831_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0831+STABILITY: SURFACE MOTION
 SN0831
 SN0831  HISTORY     - Date     Condition        Report By
 SN0831  HISTORY     - 1962     MONUMENTED       CGS
 SN0831  HISTORY     - 1982     GOOD             NGS
 SN0831
 SN0831                          STATION DESCRIPTION
 SN0831
 SN0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0831'1.75 MI NW FROM WASHBURN.
 SN0831'1.75 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0831'WASHBURN, 3 POLE WEST OF A ROAD CROSSING, ACROSS THE TRACK FROM THE
 SN0831'1ST POLE SOUTHEAST OF MILEPOLE NO 514, 46 FEET NORTHEAST OF THE
 SN0831'NORTHEAST RAIL, 5.5 FEET SOUTHWEST OF A TELEGRAPH POLE, 1.5 FEET
 SN0831'SOUTHWEST OF A FENCE LINE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 4
 SN0831'FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0831'PROJECTING 0.6 FOOT.
 SN0831
 SN0831                          STATION RECOVERY (1982)
 SN0831
 SN0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0831'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0831'16.5 KM (10.25 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0831'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, THENCE 1.7 KM (1.05 MI)
 SN0831'SOUTHEAST ALONG THE SOO LINE RAILROAD, 0.2 KM (0.1 MI) NORTHWEST OF A
 SN0831'GRAVELED ROAD CROSSING, ONE POLE SOUTHEAST OF MILEPOST 514, 14.1
 SN0831'METERS (46.3 FT) NORTHEAST OF THE NEAR RAIL AND 0.5 METER (1.6 FT)
 SN0831'SOUTHWEST OF A FENCE.
 SN0831'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SN0831'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0529 ***********************************************************************
 SN0529  DESIGNATION -  H 214
 SN0529  PID         -  SN0529
 SN0529  STATE/COUNTY-  ND/MCLEAN
 SN0529  USGS QUAD   -  GARRISON (1981)
 SN0529
 SN0529                         *CURRENT SURVEY CONTROL
 SN0529  ___________________________________________________________________
 SN0529* NAD 83(1986)-  47 37 56.     (N)    101 23 32.     (W)     SCALED    
 SN0529* NAVD 88     -       576.370  (meters)    1890.97   (feet)  ADJUSTED  
 SN0529  ___________________________________________________________________
 SN0529  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 SN0529  DYNAMIC HT  -         576.419 (meters)    1891.13  (feet)  COMP
 SN0529  MODELED GRAV-     980,679.9   (mgal)                       NAVD 88
 SN0529
 SN0529  VERT ORDER  -  FIRST     CLASS II
 SN0529
 SN0529.The horizontal coordinates were scaled from a topographic map and have
 SN0529.an estimated accuracy of +/- 6 seconds.
 SN0529
 SN0529.The orthometric height was determined by differential leveling
 SN0529.and adjusted by the National Geodetic Survey in June 1991..
 SN0529
 SN0529.The geoid height was determined by GEOID03.
 SN0529
 SN0529.The dynamic height is computed by dividing the NAVD 88
 SN0529.geopotential number by the normal gravity value computed on the
 SN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0529.degrees latitude (g = 980.6199 gals.).
 SN0529
 SN0529.The modeled gravity was interpolated from observed gravity values.
 SN0529
 SN0529;                    North         East    Units  Estimated Accuracy
 SN0529;SPC ND N     -    70,680.      532,950.      MT  (+/- 180 meters Scaled)
 SN0529
 SN0529                          SUPERSEDED SURVEY CONTROL
 SN0529
 SN0529  NGVD 29 (??/??/92)  575.972  (m)         1889.67   (f) ADJ UNCH    1 2
 SN0529
 SN0529.Superseded values are not recommended for survey control.
 SN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0529.See file dsdata.txt to determine how the superseded data were derived.
 SN0529
 SN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT202781(NAD 83)
 SN0529_MARKER: DB = BENCH MARK DISK
 SN0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0529_STAMPING: H 214 1962
 SN0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0529+STABILITY: SURFACE MOTION
 SN0529
 SN0529  HISTORY     - Date     Condition        Report By
 SN0529  HISTORY     - 1962     MONUMENTED       CGS
 SN0529
 SN0529                          STATION DESCRIPTION
 SN0529
 SN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0529'1.75 MI SE FROM GARRISON.
 SN0529'ABOUT 1.75 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0529'AT GARRISON, 1 POLE NORTHWEST OF MILEPOLE 485, AT A PRIVATE ROAD
 SN0529'CROSSING, AT A FENCE CORNER, 124 FEET SOUTHEAST OF THE CENTERLINE OF
 SN0529'THE CROSSING, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 15.8 FEET
 SN0529'NORTHWEST OF A FENCE CORNER, 3.3 FEET SOUTHEAST OF A TELEPHONE POLE,
 SN0529'22 FEET EAST OF A WHISTLE POST, 1.5 FEET NORTHWEST OF A WITNESS POST,
 SN0529'ABOUT 4 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN0529'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1020 ***********************************************************************
 SN1020  DESIGNATION -  H 215
 SN1020  PID         -  SN1020
 SN1020  STATE/COUNTY-  ND/WARD
 SN1020  USGS QUAD   -  RYDER (1981)
 SN1020
 SN1020                         *CURRENT SURVEY CONTROL
 SN1020  ___________________________________________________________________
 SN1020* NAD 83(1986)-  47 54 30.     (N)    101 39 18.     (W)     SCALED    
 SN1020* NAVD 88     -       644.033  (meters)    2112.96   (feet)  ADJUSTED  
 SN1020  ___________________________________________________________________
 SN1020  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 SN1020  DYNAMIC HT  -         644.114 (meters)    2113.23  (feet)  COMP
 SN1020  MODELED GRAV-     980,715.9   (mgal)                       NAVD 88
 SN1020
 SN1020  VERT ORDER  -  SECOND    CLASS 0
 SN1020
 SN1020.The horizontal coordinates were scaled from a topographic map and have
 SN1020.an estimated accuracy of +/- 6 seconds.
 SN1020
 SN1020.The orthometric height was determined by differential leveling
 SN1020.and adjusted by the National Geodetic Survey in June 1991..
 SN1020
 SN1020.The geoid height was determined by GEOID03.
 SN1020
 SN1020.The dynamic height is computed by dividing the NAVD 88
 SN1020.geopotential number by the normal gravity value computed on the
 SN1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1020.degrees latitude (g = 980.6199 gals.).
 SN1020
 SN1020.The modeled gravity was interpolated from observed gravity values.
 SN1020
 SN1020;                    North         East    Units  Estimated Accuracy
 SN1020;SPC ND N     -   101,640.      513,660.      MT  (+/- 180 meters Scaled)
 SN1020
 SN1020                          SUPERSEDED SURVEY CONTROL
 SN1020
 SN1020  NGVD 29 (??/??/92)  643.627  (m)         2111.63   (f) ADJ UNCH    2 0
 SN1020
 SN1020.Superseded values are not recommended for survey control.
 SN1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1020.See file dsdata.txt to determine how the superseded data were derived.
 SN1020
 SN1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU016095(NAD 83)
 SN1020_MARKER: DB = BENCH MARK DISK
 SN1020_SETTING: 66 = SET IN ROCK OUTCROP
 SN1020_SP_SET: GRANITE OUTCROP
 SN1020_STAMPING: H 215 1962
 SN1020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1020+STABILITY: POSITION/ELEVATION WELL
 SN1020
 SN1020  HISTORY     - Date     Condition        Report By
 SN1020  HISTORY     - 1962     MONUMENTED       CGS
 SN1020
 SN1020                          STATION DESCRIPTION
 SN1020
 SN1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1020'1.05 MI SE FROM RYDER.
 SN1020'1.05 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1020'RYDER, 8 1/2 POLES SOUTHEAST OF MILEPOST 486, 4 1/2 POLES SOUTHEAST OF
 SN1020'A ROAD CROSSING, 37.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE
 SN1020'TOP OF A GRANITE OUTCROP, 67.6 FEET SOUTHEAST OF A TELEGRAPH POLE
 SN1020'NUMBERED 5, 66 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED COUNTY
 SN1020'ROAD, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0101 ***********************************************************************
 SO0101  DESIGNATION -  H 216
 SO0101  PID         -  SO0101
 SO0101  STATE/COUNTY-  ND/MOUNTRAIL
 SO0101  USGS QUAD   -  PARSHALL (1981)
 SO0101
 SO0101                         *CURRENT SURVEY CONTROL
 SO0101  ___________________________________________________________________
 SO0101* NAD 83(1986)-  47 56 03.     (N)    102 07 43.     (W)     SCALED    
 SO0101* NAVD 88     -       606.203  (meters)    1988.85   (feet)  ADJUSTED  
 SO0101  ___________________________________________________________________
 SO0101  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SO0101  DYNAMIC HT  -         606.292 (meters)    1989.14  (feet)  COMP
 SO0101  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 SO0101
 SO0101  VERT ORDER  -  SECOND    CLASS 0
 SO0101
 SO0101.The horizontal coordinates were scaled from a topographic map and have
 SO0101.an estimated accuracy of +/- 6 seconds.
 SO0101
 SO0101.The orthometric height was determined by differential leveling
 SO0101.and adjusted by the National Geodetic Survey in June 1991..
 SO0101
 SO0101.The geoid height was determined by GEOID03.
 SO0101
 SO0101.The dynamic height is computed by dividing the NAVD 88
 SO0101.geopotential number by the normal gravity value computed on the
 SO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0101.degrees latitude (g = 980.6199 gals.).
 SO0101
 SO0101.The modeled gravity was interpolated from observed gravity values.
 SO0101
 SO0101;                    North         East    Units  Estimated Accuracy
 SO0101;SPC ND N     -   105,150.      478,330.      MT  (+/- 180 meters Scaled)
 SO0101
 SO0101                          SUPERSEDED SURVEY CONTROL
 SO0101
 SO0101  NGVD 29 (??/??/92)  605.777  (m)         1987.45   (f) ADJ UNCH    2 0
 SO0101
 SO0101.Superseded values are not recommended for survey control.
 SO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0101.See file dsdata.txt to determine how the superseded data were derived.
 SO0101
 SO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP144129(NAD 83)
 SO0101_MARKER: DB = BENCH MARK DISK
 SO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0101_STAMPING: H 216 1962
 SO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0101+STABILITY: SURFACE MOTION
 SO0101
 SO0101  HISTORY     - Date     Condition        Report By
 SO0101  HISTORY     - 1962     MONUMENTED       CGS
 SO0101
 SO0101                          STATION DESCRIPTION
 SO0101
 SO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0101'1.4 MI S FROM PARSHALL.
 SO0101'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0101'PARSHALL, THENCE 1.2 MILES SOUTH ALONG STATE HIGHWAY 37, 73 FEET
 SO0101'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 60 FEET EAST OF THE
 SO0101'CENTERLINE OF THE HIGHWAY, 38 FEET SOUTH OF THE CENTERLINE OF THE
 SO0101'ROAD, 3.0 FEET NORTH OF A POWER POLE, 1.6 FEET WEST OF A WITNESS POST,
 SO0101'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 SO0101'A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1064 ***********************************************************************
 TF1064  DESIGNATION -  H 217
 TF1064  PID         -  TF1064
 TF1064  STATE/COUNTY-  ND/WARD
 TF1064  USGS QUAD   -  MINOT (1979)
 TF1064
 TF1064                         *CURRENT SURVEY CONTROL
 TF1064  ___________________________________________________________________
 TF1064* NAD 83(1986)-  48 10 02.     (N)    101 17 47.     (W)     SCALED    
 TF1064* NAVD 88     -       541.450  (meters)    1776.41   (feet)  ADJUSTED  
 TF1064  ___________________________________________________________________
 TF1064  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1064  DYNAMIC HT  -         541.534 (meters)    1776.68  (feet)  COMP
 TF1064  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 TF1064
 TF1064  VERT ORDER  -  FIRST     CLASS II
 TF1064
 TF1064.The horizontal coordinates were scaled from a topographic map and have
 TF1064.an estimated accuracy of +/- 6 seconds.
 TF1064
 TF1064.The orthometric height was determined by differential leveling
 TF1064.and adjusted by the National Geodetic Survey in June 1991..
 TF1064
 TF1064.The geoid height was determined by GEOID03.
 TF1064
 TF1064.The dynamic height is computed by dividing the NAVD 88
 TF1064.geopotential number by the normal gravity value computed on the
 TF1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1064.degrees latitude (g = 980.6199 gals.).
 TF1064
 TF1064.The modeled gravity was interpolated from observed gravity values.
 TF1064
 TF1064;                    North         East    Units  Estimated Accuracy
 TF1064;SPC ND N     -   130,080.      540,770.      MT  (+/- 180 meters Scaled)
 TF1064
 TF1064                          SUPERSEDED SURVEY CONTROL
 TF1064
 TF1064  NGVD 29 (??/??/92)  541.079  (m)         1775.19   (f) ADJ UNCH    1 2
 TF1064
 TF1064.Superseded values are not recommended for survey control.
 TF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1064.See file dsdata.txt to determine how the superseded data were derived.
 TF1064
 TF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU292374(NAD 83)
 TF1064_MARKER: DB = BENCH MARK DISK
 TF1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1064_STAMPING: H 217 1962
 TF1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1064+STABILITY: SURFACE MOTION
 TF1064
 TF1064  HISTORY     - Date     Condition        Report By
 TF1064  HISTORY     - 1962     MONUMENTED       CGS
 TF1064
 TF1064                          STATION DESCRIPTION
 TF1064
 TF1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1064'4.4 MI S FROM MINOT.
 TF1064'4.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT. AT
 TF1064'THE JUNCTION OF HIGHWAY 83 AND A GRADED ROAD WEST, ALSO AT A GATE TO A
 TF1064'FIELD.  ABOUT 95 FEET SOUTHEAST OF THE CENTERLINE OF THE JUNCTION, 54
 TF1064'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 29 FEET NORTH OF THE
 TF1064'CENTERLINE OF THE DRIVE TO FIELD, 3.5 FEET NORTH OF A TELEPHONE POLE
 TF1064'AND IN LINE WITH THE POLES, 2 FEET SOUTH OF A WITNESS POST, ABOUT 4
 TF1064'FEET BELOW THE HIGHWAY, A CONCRETE POST PROJECTING 0.4 OF A FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1065 ***********************************************************************
 TF1065  DESIGNATION -  H 217 RESET
 TF1065  PID         -  TF1065
 TF1065  STATE/COUNTY-  ND/WARD
 TF1065  USGS QUAD   -  MINOT (1979)
 TF1065
 TF1065                         *CURRENT SURVEY CONTROL
 TF1065  ___________________________________________________________________
 TF1065* NAD 83(1996)-  48 10 02.53519(N)    101 17 46.90206(W)     ADJUSTED  
 TF1065* NAVD 88     -       541.424  (meters)    1776.32   (feet)  ADJUSTED  
 TF1065  ___________________________________________________________________
 TF1065  LAPLACE CORR-          -8.07  (seconds)                    DEFLEC99
 TF1065  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1065  DYNAMIC HT  -         541.508 (meters)    1776.60  (feet)  COMP
 TF1065  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 TF1065
 TF1065  HORZ ORDER  -  THIRD
 TF1065  VERT ORDER  -  FIRST     CLASS II
 TF1065
 TF1065.The horizontal coordinates were established by classical geodetic methods
 TF1065.and adjusted by the National Geodetic Survey in January 1998..
 TF1065.No horizontal observational check was made to the station.
 TF1065
 TF1065.The orthometric height was determined by differential leveling
 TF1065.and adjusted by the National Geodetic Survey in June 1991..
 TF1065
 TF1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1065
 TF1065.The geoid height was determined by GEOID03.
 TF1065
 TF1065.The dynamic height is computed by dividing the NAVD 88
 TF1065.geopotential number by the normal gravity value computed on the
 TF1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1065.degrees latitude (g = 980.6199 gals.).
 TF1065
 TF1065.The modeled gravity was interpolated from observed gravity values.
 TF1065
 TF1065;                    North         East     Units Scale Factor Converg.
 TF1065;SPC ND N     -   130,096.015   540,768.502   MT  0.99993688   -0 35 33.4
 TF1065;SPC ND N     -   426,824.20  1,774,174.88   iFT  0.99993688   -0 35 33.4
 TF1065;UTM  14      - 5,337,453.085   329,261.544   MT  0.99995820   -1 42 41.1
 TF1065
 TF1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1065!SPC ND N     -   0.99991833  x   0.99993688  =   0.99985521
 TF1065!UTM  14      -   0.99991833  x   0.99995820  =   0.99987653
 TF1065
 TF1065                          SUPERSEDED SURVEY CONTROL
 TF1065
 TF1065  NAD 83(1986)-  48 10 02.53520(N)    101 17 46.89990(W) AD(       ) 3
 TF1065  NAD 27      -  48 10 02.49400(N)    101 17 45.31300(W) AD(       ) 3
 TF1065  NGVD 29 (07/19/86)  541.06   (m)         1775.1    (f) LEVELING    3  
 TF1065
 TF1065.Superseded values are not recommended for survey control.
 TF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1065.See file dsdata.txt to determine how the superseded data were derived.
 TF1065
 TF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2926237453(NAD 83)
 TF1065_MARKER: DB = BENCH MARK DISK
 TF1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1065_STAMPING: H 217 RESET 1964
 TF1065_MARK LOGO: CGS   
 TF1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1065+STABILITY: SURFACE MOTION
 TF1065
 TF1065  HISTORY     - Date     Condition        Report By
 TF1065  HISTORY     - 1964     MONUMENTED       CGS
 TF1065  HISTORY     - 1964     GOOD             CGS
 TF1065  HISTORY     - 1982     GOOD             NGS
 TF1065
 TF1065                          STATION DESCRIPTION
 TF1065
 TF1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1065'4.4 MI S FROM MINOT.
 TF1065'ABOUT 4.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1065'MINOT, WARD COUNTY, IN THE SOUTHWEST ANGLE OF A T-INTERSECTION, ABOUT
 TF1065'200 FEET WEST OF THE CENTERLINE OF THE DUAL HIGHWAY, ABOUT 160 FEET
 TF1065'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3 FEET NORTHEAST OF A
 TF1065'TELEPHONE POLE AND 2 FEET SOUTH OF A METAL WITNESS POST.  THIS MARK IS
 TF1065'TO THE SOUTHWEST OF TRIANGULATION STATION LARSON AND WAS USED FOR ONE
 TF1065'OF THE REFERENCE MARKS.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 TF1065'PROJECTING 4 INCHES.
 TF1065
 TF1065                          STATION RECOVERY (1964)
 TF1065
 TF1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TF1065'BENCH MARK H 217 RESET 1964 IS SOUTHWEST OF STATION LARSON,
 TF1065'ABOUT 200 FEET WEST OF THE CENTER OF DUAL HIGHWAY, ABOUT
 TF1065'160 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, 3 FEET NORTHEAST
 TF1065'OF A TELEPHONE POLE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 TF1065'
 TF1065'TO REACH STATION LARSON FROM MINOT, FROM THE JUNCTION OF U.S.
 TF1065'HIGHWAY 83 AND U.S. 52 BYPASS ABOUT 1.5 MILE SOUTH OF CENTER
 TF1065'OF TOWN, GO SOUTH ON U.S. 83 FOR 3.0 MILES TO A SIDE ROAD
 TF1065'RIGHT AND STATION LARSON IN SOUTHWEST ANGLE OF INTERSECTION.
 TF1065
 TF1065                          STATION RECOVERY (1982)
 TF1065
 TF1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1065'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 TF1065'DELETE 3.0 FEET NORTHEAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0480 ***********************************************************************
 SN0480  DESIGNATION -  H 218
 SN0480  PID         -  SN0480
 SN0480  STATE/COUNTY-  ND/MCLEAN
 SN0480  USGS QUAD   -  BENEDICT SW (1981)
 SN0480
 SN0480                         *CURRENT SURVEY CONTROL
 SN0480  ___________________________________________________________________
 SN0480* NAD 83(1986)-  47 50 07.     (N)    101 08 37.     (W)     SCALED    
 SN0480* NAVD 88     -       635.319  (meters)    2084.38   (feet)  ADJUSTED  
 SN0480  ___________________________________________________________________
 SN0480  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 SN0480  DYNAMIC HT  -         635.384 (meters)    2084.59  (feet)  COMP
 SN0480  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SN0480
 SN0480  VERT ORDER  -  SECOND    CLASS 0
 SN0480
 SN0480.The horizontal coordinates were scaled from a topographic map and have
 SN0480.an estimated accuracy of +/- 6 seconds.
 SN0480
 SN0480.The orthometric height was determined by differential leveling
 SN0480.and adjusted by the National Geodetic Survey in June 1991..
 SN0480
 SN0480.The geoid height was determined by GEOID03.
 SN0480
 SN0480.The dynamic height is computed by dividing the NAVD 88
 SN0480.geopotential number by the normal gravity value computed on the
 SN0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0480.degrees latitude (g = 980.6199 gals.).
 SN0480
 SN0480.The modeled gravity was interpolated from observed gravity values.
 SN0480
 SN0480;                    North         East    Units  Estimated Accuracy
 SN0480;SPC ND N     -    93,070.      551,820.      MT  (+/- 180 meters Scaled)
 SN0480
 SN0480                          SUPERSEDED SURVEY CONTROL
 SN0480
 SN0480  NGVD 29 (??/??/92)  634.929  (m)         2083.10   (f) ADJ UNCH    2 0
 SN0480
 SN0480.Superseded values are not recommended for survey control.
 SN0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0480.See file dsdata.txt to determine how the superseded data were derived.
 SN0480
 SN0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU395002(NAD 83)
 SN0480_MARKER: DB = BENCH MARK DISK
 SN0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0480_STAMPING: H 218 1962
 SN0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0480+STABILITY: SURFACE MOTION
 SN0480
 SN0480  HISTORY     - Date     Condition        Report By
 SN0480  HISTORY     - 1962     MONUMENTED       CGS
 SN0480
 SN0480                          STATION DESCRIPTION
 SN0480
 SN0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0480'2.8 MI W FROM BENEDICT.
 SN0480'ABOUT 2.8 MILE WEST ALONG THE MINNEAPOLIS AND ST PAUL AND SAULT STE
 SN0480'MARIE RAILROAD FROM THE STATION AT BENEDICT, ABOUT 0.3 MILE WEST OF
 SN0480'MILEPOST 459, AT A DIRT ROAD CROSSING, 81 FEET NORTHEAST OF THE
 SN0480'CENTERLINE OF THE CROSSING, 31 FEET NORTH OF THE NORTH RAIL, 16 FEET
 SN0480'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET EAST OF A TELEGRAPH
 SN0480'POLE, 1.9 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A
 SN0480'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- THE
 SN0480'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0480'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0193 ***********************************************************************
 SN0193  DESIGNATION -  H 219
 SN0193  PID         -  SN0193
 SN0193  STATE/COUNTY-  ND/MCHENRY
 SN0193  USGS QUAD   -  KIEF (1958)
 SN0193
 SN0193                         *CURRENT SURVEY CONTROL
 SN0193  ___________________________________________________________________
 SN0193* NAD 83(1986)-  47 51 37.     (N)    100 30 46.     (W)     SCALED    
 SN0193* NAVD 88     -       509.065  (meters)    1670.16   (feet)  ADJUSTED  
 SN0193  ___________________________________________________________________
 SN0193  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SN0193  DYNAMIC HT  -         509.126 (meters)    1670.36  (feet)  COMP
 SN0193  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 SN0193
 SN0193  VERT ORDER  -  SECOND    CLASS 0
 SN0193
 SN0193.The horizontal coordinates were scaled from a topographic map and have
 SN0193.an estimated accuracy of +/- 6 seconds.
 SN0193
 SN0193.The orthometric height was determined by differential leveling
 SN0193.and adjusted by the National Geodetic Survey in June 1991..
 SN0193
 SN0193.The geoid height was determined by GEOID03.
 SN0193
 SN0193.The dynamic height is computed by dividing the NAVD 88
 SN0193.geopotential number by the normal gravity value computed on the
 SN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0193.degrees latitude (g = 980.6199 gals.).
 SN0193
 SN0193.The modeled gravity was interpolated from observed gravity values.
 SN0193
 SN0193;                    North         East    Units  Estimated Accuracy
 SN0193;SPC ND N     -    95,650.      599,040.      MT  (+/- 180 meters Scaled)
 SN0193
 SN0193                          SUPERSEDED SURVEY CONTROL
 SN0193
 SN0193  NGVD 29 (??/??/92)  508.670  (m)         1668.86   (f) ADJ UNCH    2 0
 SN0193
 SN0193.Superseded values are not recommended for survey control.
 SN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0193.See file dsdata.txt to determine how the superseded data were derived.
 SN0193
 SN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU868018(NAD 83)
 SN0193_MARKER: DB = BENCH MARK DISK
 SN0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0193_SP_SET: FOUNDATION
 SN0193_STAMPING: H 219 1962
 SN0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0193
 SN0193  HISTORY     - Date     Condition        Report By
 SN0193  HISTORY     - 1962     MONUMENTED       CGS
 SN0193
 SN0193                          STATION DESCRIPTION
 SN0193
 SN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0193'IN KIEF.
 SN0193'ABOUT 0.1 MILE NORTHEAST OF MILEPOST 427, AT KIEF, ON THE MINNEAPOLIS
 SN0193'ST PAUL AND SAUL STE MARIE RAILROAD, ABOUT 110 YARDS NORTHEAST AND
 SN0193'ACROSS THE TRACK FROM THE STATION, SET VERTICALLY IN THE SOUTHWEST
 SN0193'FACE OF THE SOUTH CORNER OF A CONCRETE FOUNDATION FOR THE OSBORN
 SN0193'MCMILLEN GRAIN ELEVATOR, THE NORTHEAST MOST OF TWO ELEVATORS, 54 FEET
 SN0193'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 1 FOOT NORTHWEST OF
 SN0193'THE SOUTH CORNER OF THE FOUNDATION, 1 FOOT ABOVE THE GROUND, ABOUT
 SN0193'LEVEL WITH THE TRACK, A DISK DRILLED IN VERTICALLY.  NOTE-- THE
 SN0193'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0193'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0359 ***********************************************************************
 RR0359  DESIGNATION -  H 22
 RR0359  PID         -  RR0359
 RR0359  STATE/COUNTY-  ND/GRANT
 RR0359  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0359
 RR0359                         *CURRENT SURVEY CONTROL
 RR0359  ___________________________________________________________________
 RR0359* NAD 83(1986)-  46 14 20.     (N)    101 19 59.     (W)     SCALED    
 RR0359* NAVD 88     -       685.126  (meters)    2247.78   (feet)  ADJUSTED  
 RR0359  ___________________________________________________________________
 RR0359  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RR0359  DYNAMIC HT  -         685.090 (meters)    2247.67  (feet)  COMP
 RR0359  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 RR0359
 RR0359  VERT ORDER  -  FIRST     CLASS II
 RR0359
 RR0359.The horizontal coordinates were scaled from a topographic map and have
 RR0359.an estimated accuracy of +/- 6 seconds.
 RR0359
 RR0359.The orthometric height was determined by differential leveling
 RR0359.and adjusted by the National Geodetic Survey in June 1991..
 RR0359
 RR0359.The geoid height was determined by GEOID03.
 RR0359
 RR0359.The dynamic height is computed by dividing the NAVD 88
 RR0359.geopotential number by the normal gravity value computed on the
 RR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0359.degrees latitude (g = 980.6199 gals.).
 RR0359
 RR0359.The modeled gravity was interpolated from observed gravity values.
 RR0359
 RR0359;                    North         East    Units  Estimated Accuracy
 RR0359;SPC ND S     -    63,950.      535,750.      MT  (+/- 180 meters Scaled)
 RR0359
 RR0359                          SUPERSEDED SURVEY CONTROL
 RR0359
 RR0359  NGVD 29 (??/??/92)  684.66   (m)         2246.3    (f) COMPUTED    1 2
 RR0359
 RR0359.Superseded values are not recommended for survey control.
 RR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0359.See file dsdata.txt to determine how the superseded data were derived.
 RR0359
 RR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS201232(NAD 83)
 RR0359_MARKER: DB = BENCH MARK DISK
 RR0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0359_SP_SET: CULVERT
 RR0359_STAMPING: H-22 1933 2246.226
 RR0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0359
 RR0359  HISTORY     - Date     Condition        Report By
 RR0359  HISTORY     - 1933     MONUMENTED       CGS
 RR0359  HISTORY     - 1956     GOOD             NGS
 RR0359
 RR0359                          STATION DESCRIPTION
 RR0359
 RR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0359'8.4 MI S FROM RALEIGH.
 RR0359'8.4 MILES SOUTH OF ALONG STATE HIGHWAY NO.31, 1000 FEET SOUTHEAST OF
 RR0359'FARM HOUSE, SET IN SOUTH WING WALL AT WEST END OF CONCRETE HIGHWAY
 RR0359'CULVERT.  NOTE-- MARK IS AT THE EAST END OF CULVERT RATHER THAN WEST
 RR0359'END.  0.4 MI SE OF A FARMHOUSE.
 RR0359
 RR0359                          STATION RECOVERY (1956)
 RR0359
 RR0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0360 ***********************************************************************
 RR0360  DESIGNATION -  H 22 RESET
 RR0360  PID         -  RR0360
 RR0360  STATE/COUNTY-  ND/GRANT
 RR0360  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0360
 RR0360                         *CURRENT SURVEY CONTROL
 RR0360  ___________________________________________________________________
 RR0360* NAD 83(1986)-  46 14 20.     (N)    101 19 59.     (W)     SCALED    
 RR0360* NAVD 88     -       684.640  (meters)    2246.19   (feet)  ADJUSTED  
 RR0360  ___________________________________________________________________
 RR0360  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RR0360  DYNAMIC HT  -         684.603 (meters)    2246.07  (feet)  COMP
 RR0360  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 RR0360
 RR0360  VERT ORDER  -  FIRST     CLASS II
 RR0360
 RR0360.The horizontal coordinates were scaled from a topographic map and have
 RR0360.an estimated accuracy of +/- 6 seconds.
 RR0360
 RR0360.The orthometric height was determined by differential leveling
 RR0360.and adjusted by the National Geodetic Survey in June 1991..
 RR0360
 RR0360.The geoid height was determined by GEOID03.
 RR0360
 RR0360.The dynamic height is computed by dividing the NAVD 88
 RR0360.geopotential number by the normal gravity value computed on the
 RR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0360.degrees latitude (g = 980.6199 gals.).
 RR0360
 RR0360.The modeled gravity was interpolated from observed gravity values.
 RR0360
 RR0360;                    North         East    Units  Estimated Accuracy
 RR0360;SPC ND S     -    63,950.      535,750.      MT  (+/- 180 meters Scaled)
 RR0360
 RR0360                          SUPERSEDED SURVEY CONTROL
 RR0360
 RR0360  NGVD 29 (??/??/??)  684.18   (m)         2244.7    (f) RESET       3  
 RR0360
 RR0360.Superseded values are not recommended for survey control.
 RR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0360.See file dsdata.txt to determine how the superseded data were derived.
 RR0360
 RR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS201232(NAD 83)
 RR0360_MARKER: DB = BENCH MARK DISK
 RR0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0360_SP_SET: CONCRETE POST
 RR0360_STAMPING: H 22 RESET 1957
 RR0360_MARK LOGO: CGS   
 RR0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0360+STABILITY: SURFACE MOTION
 RR0360
 RR0360  HISTORY     - Date     Condition        Report By
 RR0360  HISTORY     - 1957     MONUMENTED       CGS
 RR0360  HISTORY     - 1985     GOOD             NGS
 RR0360
 RR0360                          STATION DESCRIPTION
 RR0360
 RR0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RR0360'8.4 MI S FROM RALEIGH.
 RR0360'8.4 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RALEIGH, 0.25 MILE
 RR0360'SOUTHEAST OF THE HILLVIEW RANCH, ON THE NORTHEAST EDGE OF A SMALL
 RR0360'ROCKY KNOLL AND 120 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  THE
 RR0360'DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 RR0360
 RR0360                          STATION RECOVERY (1985)
 RR0360
 RR0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0360'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 RR0360'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0350 ***********************************************************************
 SN0350  DESIGNATION -  H 220
 SN0350  PID         -  SN0350
 SN0350  STATE/COUNTY-  ND/MCHENRY
 SN0350  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0350
 SN0350                         *CURRENT SURVEY CONTROL
 SN0350  ___________________________________________________________________
 SN0350* NAD 83(1986)-  47 57 50.     (N)    100 55 48.     (W)     SCALED    
 SN0350* NAVD 88     -       535.446  (meters)    1756.71   (feet)  ADJUSTED  
 SN0350  ___________________________________________________________________
 SN0350  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 SN0350  DYNAMIC HT  -         535.514 (meters)    1756.93  (feet)  COMP
 SN0350  MODELED GRAV-     980,720.8   (mgal)                       NAVD 88
 SN0350
 SN0350  VERT ORDER  -  SECOND    CLASS 0
 SN0350
 SN0350.The horizontal coordinates were scaled from a topographic map and have
 SN0350.an estimated accuracy of +/- 6 seconds.
 SN0350
 SN0350.The orthometric height was determined by differential leveling
 SN0350.and adjusted by the National Geodetic Survey in June 1991..
 SN0350
 SN0350.The geoid height was determined by GEOID03.
 SN0350
 SN0350.The dynamic height is computed by dividing the NAVD 88
 SN0350.geopotential number by the normal gravity value computed on the
 SN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0350.degrees latitude (g = 980.6199 gals.).
 SN0350
 SN0350.The modeled gravity was interpolated from observed gravity values.
 SN0350
 SN0350;                    North         East    Units  Estimated Accuracy
 SN0350;SPC ND N     -   107,260.      567,890.      MT  (+/- 180 meters Scaled)
 SN0350
 SN0350                          SUPERSEDED SURVEY CONTROL
 SN0350
 SN0350  NGVD 29 (??/??/92)  535.062  (m)         1755.45   (f) ADJ UNCH    2 0
 SN0350
 SN0350.Superseded values are not recommended for survey control.
 SN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0350.See file dsdata.txt to determine how the superseded data were derived.
 SN0350
 SN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU559140(NAD 83)
 SN0350_MARKER: DB = BENCH MARK DISK
 SN0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0350_STAMPING: H 220 1962
 SN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0350+STABILITY: SURFACE MOTION
 SN0350
 SN0350  HISTORY     - Date     Condition        Report By
 SN0350  HISTORY     - 1962     MONUMENTED       CGS
 SN0350
 SN0350                          STATION DESCRIPTION
 SN0350
 SN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0350'6.3 MI S FROM VELVA.
 SN0350'6.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0350'HIGHWAY NO. 52 AT VELVA, AT A GRADED ROAD INTERSECTION, 85.5 FEET
 SN0350'SOUTH EAST OF THE CENTERLINE OF THE INTERSECTION, 75.5 FEET EAST OF
 SN0350'THE CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF A TELEPHONE POLE AND
 SN0350'IN LINE WITH THE POLES, 1.6 FOOT WEST OF A WITNESS POST, ABOUT 4 FEET
 SN0350'BELOW THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0350'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0918 ***********************************************************************
 TF0918  DESIGNATION -  H 221
 TF0918  PID         -  TF0918
 TF0918  STATE/COUNTY-  ND/WARD
 TF0918  USGS QUAD   -  SURREY (1981)
 TF0918
 TF0918                         *CURRENT SURVEY CONTROL
 TF0918  ___________________________________________________________________
 TF0918* NAD 83(1986)-  48 14 12.     (N)    101 11 16.     (W)     SCALED    
 TF0918* NAVD 88     -       495.145  (meters)    1624.49   (feet)  ADJUSTED  
 TF0918  ___________________________________________________________________
 TF0918  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF0918  DYNAMIC HT  -         495.231 (meters)    1624.77  (feet)  COMP
 TF0918  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 TF0918
 TF0918  VERT ORDER  -  FIRST     CLASS II
 TF0918
 TF0918.The horizontal coordinates were scaled from a topographic map and have
 TF0918.an estimated accuracy of +/- 6 seconds.
 TF0918
 TF0918.The orthometric height was determined by differential leveling
 TF0918.and adjusted by the National Geodetic Survey in June 1991..
 TF0918
 TF0918.The geoid height was determined by GEOID03.
 TF0918
 TF0918.The dynamic height is computed by dividing the NAVD 88
 TF0918.geopotential number by the normal gravity value computed on the
 TF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0918.degrees latitude (g = 980.6199 gals.).
 TF0918
 TF0918.The modeled gravity was interpolated from observed gravity values.
 TF0918
 TF0918;                    North         East    Units  Estimated Accuracy
 TF0918;SPC ND N     -   137,720.      548,910.      MT  (+/- 180 meters Scaled)
 TF0918
 TF0918                          SUPERSEDED SURVEY CONTROL
 TF0918
 TF0918  NGVD 29 (??/??/92)  494.778  (m)         1623.28   (f) ADJ UNCH    1 2
 TF0918
 TF0918.Superseded values are not recommended for survey control.
 TF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0918.See file dsdata.txt to determine how the superseded data were derived.
 TF0918
 TF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU375449(NAD 83)
 TF0918_MARKER: DB = BENCH MARK DISK
 TF0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0918_SP_SET: PLATFORM
 TF0918_STAMPING: H 221 1962
 TF0918_MARK LOGO: CGS   
 TF0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0918
 TF0918  HISTORY     - Date     Condition        Report By
 TF0918  HISTORY     - 1962     MONUMENTED       CGS
 TF0918  HISTORY     - 1968     GOOD             LOCENG
 TF0918  HISTORY     - 1982     GOOD             NGS
 TF0918
 TF0918                          STATION DESCRIPTION
 TF0918
 TF0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0918'2.0 MI W FROM SURREY.
 TF0918'ABOUT 2.0 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0918'STATION AT SURREY, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 TF0918'CORNER OF A CONCRETE PLATFORM AT THE FREIGHT HOUSE AT GAVIN RAILROAD
 TF0918'YARDS AT THE NORTH END OF A GRADED ROAD LEADING TO THE TRACK FROM U.
 TF0918'S. HIGHWAY 2, AT MILEPOST 198, 190 FEET NORTH OF THE NORTH RAIL OF THE
 TF0918'MAIN TRACK, 1 FOOT EAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 TF0918'PLATFORM, ABOUT 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 4 FEET BELOW
 TF0918'THE LEVEL OF THE MAIN TRACK.
 TF0918
 TF0918                          STATION RECOVERY (1968)
 TF0918
 TF0918'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 TF0918'RECOVERED IN GOOD CONDITION.
 TF0918
 TF0918                          STATION RECOVERY (1982)
 TF0918
 TF0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0918'RECOVERED IN GOOD CONDITION.  NOTE,
 TF0918'4.3 KM (2.65 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF0918'ROAD 12 NORTH IN SURREY, THENCE 0.9 KM (0.55 MI) NORTH ALONG GRAVEL TO
 TF0918'THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD AND FREIGHT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1137 ***********************************************************************
 TF1137  DESIGNATION -  H 222
 TF1137  PID         -  TF1137
 TF1137  STATE/COUNTY-  ND/WARD
 TF1137  USGS QUAD   -  BERTHOLD (1980)
 TF1137
 TF1137                         *CURRENT SURVEY CONTROL
 TF1137  ___________________________________________________________________
 TF1137* NAD 83(1986)-  48 16 56.     (N)    101 38 30.     (W)     SCALED    
 TF1137* NAVD 88     -       608.648  (meters)    1996.87   (feet)  ADJUSTED  
 TF1137  ___________________________________________________________________
 TF1137  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TF1137  DYNAMIC HT  -         608.749 (meters)    1997.20  (feet)  COMP
 TF1137  MODELED GRAV-     980,756.9   (mgal)                       NAVD 88
 TF1137
 TF1137  VERT ORDER  -  FIRST     CLASS II
 TF1137
 TF1137.The horizontal coordinates were scaled from a topographic map and have
 TF1137.an estimated accuracy of +/- 6 seconds.
 TF1137
 TF1137.The orthometric height was determined by differential leveling
 TF1137.and adjusted by the National Geodetic Survey in June 1991..
 TF1137.WARNING-Repeat measurements at this control monument indicate possible
 TF1137.vertical movement.
 TF1137
 TF1137.The geoid height was determined by GEOID03.
 TF1137
 TF1137.The dynamic height is computed by dividing the NAVD 88
 TF1137.geopotential number by the normal gravity value computed on the
 TF1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1137.degrees latitude (g = 980.6199 gals.).
 TF1137
 TF1137.The modeled gravity was interpolated from observed gravity values.
 TF1137
 TF1137;                    North         East    Units  Estimated Accuracy
 TF1137;SPC ND N     -   143,190.      515,280.      MT  (+/- 180 meters Scaled)
 TF1137
 TF1137                          SUPERSEDED SURVEY CONTROL
 TF1137
 TF1137  NGVD 29 (??/??/92)  608.253  (m)         1995.58   (f) ADJ UNCH    1 2
 TF1137
 TF1137.Superseded values are not recommended for survey control.
 TF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1137.See file dsdata.txt to determine how the superseded data were derived.
 TF1137
 TF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU040510(NAD 83)
 TF1137_MARKER: DB = BENCH MARK DISK
 TF1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1137_SP_SET: FOUNDATION
 TF1137_STAMPING: H 222 1962
 TF1137_MARK LOGO: CGS   
 TF1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1137
 TF1137  HISTORY     - Date     Condition        Report By
 TF1137  HISTORY     - 1962     MONUMENTED       CGS
 TF1137  HISTORY     - 1981     GOOD             NGS
 TF1137
 TF1137                          STATION DESCRIPTION
 TF1137
 TF1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1137'4.0 MI W FROM DES LACS.
 TF1137'4.0 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1137'DES LACS, OR 4.9 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF1137'STATION AT BERTHOLD, ABOUT 0.1 MILE OR 3 1/2 POLES EAST OF MILEPOST
 TF1137'18, SET VERTICALLY IN THE WEST FACE NEAR THE NORTHWEST CORNER OF THE
 TF1137'CONCRETE FOUNDATION OF THE VICTORIA GRAIN ELEVATOR AT LONETREE, 60
 TF1137'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 13.5 FEET SOUTH OF THE
 TF1137'NORTHWEST CORNER OF THE FOUNDATION, 2 1/2 FEET ABOVE THE GROUND, ABOUT
 TF1137'2 FEET BELOW THE TOP OF THE FOUNDATION, AND ABOUT 6 FEET BELOW THE
 TF1137'LEVEL OF THE TRACK.
 TF1137
 TF1137                          STATION RECOVERY (1981)
 TF1137
 TF1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0351 ***********************************************************************
 TF0351  DESIGNATION -  H 223
 TF0351  PID         -  TF0351
 TF0351  STATE/COUNTY-  ND/MCHENRY
 TF0351  USGS QUAD   -  VOLTAIRE (1977)
 TF0351
 TF0351                         *CURRENT SURVEY CONTROL
 TF0351  ___________________________________________________________________
 TF0351* NAD 83(1986)-  48 07 19.     (N)    100 45 11.     (W)     SCALED    
 TF0351* NAVD 88     -       469.361  (meters)    1539.90   (feet)  ADJUSTED  
 TF0351  ___________________________________________________________________
 TF0351  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0351  DYNAMIC HT  -         469.433 (meters)    1540.13  (feet)  COMP
 TF0351  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 TF0351
 TF0351  VERT ORDER  -  SECOND    CLASS 0
 TF0351
 TF0351.The horizontal coordinates were scaled from a topographic map and have
 TF0351.an estimated accuracy of +/- 6 seconds.
 TF0351
 TF0351.The orthometric height was determined by differential leveling
 TF0351.and adjusted by the National Geodetic Survey in June 1991..
 TF0351
 TF0351.The geoid height was determined by GEOID03.
 TF0351
 TF0351.The dynamic height is computed by dividing the NAVD 88
 TF0351.geopotential number by the normal gravity value computed on the
 TF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0351.degrees latitude (g = 980.6199 gals.).
 TF0351
 TF0351.The modeled gravity was interpolated from observed gravity values.
 TF0351
 TF0351;                    North         East    Units  Estimated Accuracy
 TF0351;SPC ND N     -   124,770.      581,160.      MT  (+/- 180 meters Scaled)
 TF0351
 TF0351                          SUPERSEDED SURVEY CONTROL
 TF0351
 TF0351  NGVD 29 (??/??/92)  468.986  (m)         1538.66   (f) ADJ UNCH    2 0
 TF0351
 TF0351.Superseded values are not recommended for survey control.
 TF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0351.See file dsdata.txt to determine how the superseded data were derived.
 TF0351
 TF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU695313(NAD 83)
 TF0351_MARKER: DB = BENCH MARK DISK
 TF0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0351_SP_SET: ABUTMENT
 TF0351_STAMPING: H 223 1962
 TF0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0351
 TF0351  HISTORY     - Date     Condition        Report By
 TF0351  HISTORY     - 1962     MONUMENTED       CGS
 TF0351
 TF0351                          STATION DESCRIPTION
 TF0351
 TF0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0351'0.7 MI NW FROM VERENDRYE.
 TF0351'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0351'STATION AT VERENDRYE, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 206, SET IN
 TF0351'THE TOP AND AT THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A BRIDGE
 TF0351'OVER THE SOURIS RIVER, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.4
 TF0351'FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, ABOUT 2.5 FEET
 TF0351'BELOW THE TRACK, A DISK DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0425 ***********************************************************************
 TF0425  DESIGNATION -  H 224
 TF0425  PID         -  TF0425
 TF0425  STATE/COUNTY-  ND/MCHENRY
 TF0425  USGS QUAD   -  VOLTAIRE (1977)
 TF0425
 TF0425                         *CURRENT SURVEY CONTROL
 TF0425  ___________________________________________________________________
 TF0425* NAD 83(1986)-  48 00 40.     (N)    100 46 43.     (W)     SCALED    
 TF0425* NAVD 88     -       480.557  (meters)    1576.63   (feet)  ADJUSTED  
 TF0425  ___________________________________________________________________
 TF0425  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF0425  DYNAMIC HT  -         480.623 (meters)    1576.84  (feet)  COMP
 TF0425  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 TF0425
 TF0425  VERT ORDER  -  SECOND    CLASS 0
 TF0425
 TF0425.The horizontal coordinates were scaled from a topographic map and have
 TF0425.an estimated accuracy of +/- 6 seconds.
 TF0425
 TF0425.The orthometric height was determined by differential leveling
 TF0425.and adjusted by the National Geodetic Survey in June 1991..
 TF0425
 TF0425.The geoid height was determined by GEOID03.
 TF0425
 TF0425.The dynamic height is computed by dividing the NAVD 88
 TF0425.geopotential number by the normal gravity value computed on the
 TF0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0425.degrees latitude (g = 980.6199 gals.).
 TF0425
 TF0425.The modeled gravity was interpolated from observed gravity values.
 TF0425
 TF0425;                    North         East    Units  Estimated Accuracy
 TF0425;SPC ND N     -   112,450.      579,210.      MT  (+/- 180 meters Scaled)
 TF0425
 TF0425                          SUPERSEDED SURVEY CONTROL
 TF0425
 TF0425  NGVD 29 (??/??/92)  480.176  (m)         1575.38   (f) ADJ UNCH    2 0
 TF0425
 TF0425.Superseded values are not recommended for survey control.
 TF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0425.See file dsdata.txt to determine how the superseded data were derived.
 TF0425
 TF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU673190(NAD 83)
 TF0425_MARKER: DB = BENCH MARK DISK
 TF0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0425_STAMPING: H 224 1962
 TF0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0425+STABILITY: SURFACE MOTION
 TF0425
 TF0425  HISTORY     - Date     Condition        Report By
 TF0425  HISTORY     - 1962     MONUMENTED       CGS
 TF0425
 TF0425                          STATION DESCRIPTION
 TF0425
 TF0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0425'3.1 MI E FROM VOLTAIRE.
 TF0425'ABOUT 3.1 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS ELEVATOR AT
 TF0425'VOLTAIRE, AT THE JUNCTION OF A DRIVE TO A FIELD, 100.5 FEET SOUTH OF
 TF0425'THE CENTERLINE OF THE HIGHWAY, 58 FEET EAST OF THE CENTERLINE OF THE
 TF0425'DRIVE, 13.5 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY POST, 5 FEET EAST OF
 TF0425'THE SOUTH LEG OF A POWER LINE TOWER, 1.5 FEET WEST OF A WITNESS POST,
 TF0425'ABOUT 3 FEET LOWER THAN THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 TF0425'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0371 ***********************************************************************
 SN0371  DESIGNATION -  H 225
 SN0371  PID         -  SN0371
 SN0371  STATE/COUNTY-  ND/MCHENRY
 SN0371  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0371
 SN0371                         *CURRENT SURVEY CONTROL
 SN0371  ___________________________________________________________________
 SN0371* NAD 83(1986)-  47 55 15.     (N)    100 53 12.     (W)     SCALED    
 SN0371* NAVD 88     -       546.604  (meters)    1793.32   (feet)  ADJUSTED  
 SN0371  ___________________________________________________________________
 SN0371  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SN0371  DYNAMIC HT  -         546.667 (meters)    1793.52  (feet)  COMP
 SN0371  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 SN0371
 SN0371  VERT ORDER  -  SECOND    CLASS 0
 SN0371
 SN0371.The horizontal coordinates were scaled from a topographic map and have
 SN0371.an estimated accuracy of +/- 6 seconds.
 SN0371
 SN0371.The orthometric height was determined by differential leveling
 SN0371.and adjusted by the National Geodetic Survey in June 1991..
 SN0371
 SN0371.The geoid height was determined by GEOID03.
 SN0371
 SN0371.The dynamic height is computed by dividing the NAVD 88
 SN0371.geopotential number by the normal gravity value computed on the
 SN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0371.degrees latitude (g = 980.6199 gals.).
 SN0371
 SN0371.The modeled gravity was interpolated from observed gravity values.
 SN0371
 SN0371;                    North         East    Units  Estimated Accuracy
 SN0371;SPC ND N     -   102,450.      571,100.      MT  (+/- 180 meters Scaled)
 SN0371
 SN0371                          SUPERSEDED SURVEY CONTROL
 SN0371
 SN0371  NGVD 29 (??/??/92)  546.212  (m)         1792.03   (f) ADJ UNCH    2 0
 SN0371
 SN0371.Superseded values are not recommended for survey control.
 SN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0371.See file dsdata.txt to determine how the superseded data were derived.
 SN0371
 SN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU590092(NAD 83)
 SN0371_MARKER: DB = BENCH MARK DISK
 SN0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0371_STAMPING: H 225 1962
 SN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0371+STABILITY: SURFACE MOTION
 SN0371
 SN0371  HISTORY     - Date     Condition        Report By
 SN0371  HISTORY     - 1962     MONUMENTED       CGS
 SN0371
 SN0371                          STATION DESCRIPTION
 SN0371
 SN0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0371'7.8 MI NE FROM RUSO.
 SN0371'ABOUT 5.8 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0371'MINNEAPOLIS ST PAUL AND SAULT STE MARIE RAILROAD AT RUSO, THENCE 2
 SN0371'MILE EAST ALONG A GRAVELED ROAD, ON THE WEST SLOPE OF A HILL, AT THE
 SN0371'JUNCTION OF A GRADED ROAD SOUTH, 50 FEET SOUTHWEST OF THE CENTERLINE
 SN0371'OF THE JUNCTION, 45.5 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 SN0371'23.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD WEST, 1.4 FEET SOUTHEAST
 SN0371'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD WEST, A DISK IN
 SN0371'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0390 ***********************************************************************
 TF0390  DESIGNATION -  H 226
 TF0390  PID         -  TF0390
 TF0390  STATE/COUNTY-  ND/MCHENRY
 TF0390  USGS QUAD   -  BERGEN (1957)
 TF0390
 TF0390                         *CURRENT SURVEY CONTROL
 TF0390  ___________________________________________________________________
 TF0390* NAD 83(1986)-  48 03 04.     (N)    100 40 10.     (W)     SCALED    
 TF0390* NAVD 88     -       492.862  (meters)    1617.00   (feet)  ADJUSTED  
 TF0390  ___________________________________________________________________
 TF0390  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0390  DYNAMIC HT  -         492.935 (meters)    1617.24  (feet)  COMP
 TF0390  MODELED GRAV-     980,744.4   (mgal)                       NAVD 88
 TF0390
 TF0390  VERT ORDER  -  SECOND    CLASS 0
 TF0390
 TF0390.The horizontal coordinates were scaled from a topographic map and have
 TF0390.an estimated accuracy of +/- 6 seconds.
 TF0390
 TF0390.The orthometric height was determined by differential leveling
 TF0390.and adjusted by the National Geodetic Survey in June 1991..
 TF0390
 TF0390.The geoid height was determined by GEOID03.
 TF0390
 TF0390.The dynamic height is computed by dividing the NAVD 88
 TF0390.geopotential number by the normal gravity value computed on the
 TF0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0390.degrees latitude (g = 980.6199 gals.).
 TF0390
 TF0390.The modeled gravity was interpolated from observed gravity values.
 TF0390
 TF0390;                    North         East    Units  Estimated Accuracy
 TF0390;SPC ND N     -   116,880.      587,370.      MT  (+/- 180 meters Scaled)
 TF0390
 TF0390                          SUPERSEDED SURVEY CONTROL
 TF0390
 TF0390  NGVD 29 (??/??/92)  492.483  (m)         1615.75   (f) ADJ UNCH    2 0
 TF0390
 TF0390.Superseded values are not recommended for survey control.
 TF0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0390.See file dsdata.txt to determine how the superseded data were derived.
 TF0390
 TF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU755233(NAD 83)
 TF0390_MARKER: DB = BENCH MARK DISK
 TF0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0390_STAMPING: H 226 1962
 TF0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0390+STABILITY: SURFACE MOTION
 TF0390
 TF0390  HISTORY     - Date     Condition        Report By
 TF0390  HISTORY     - 1962     MONUMENTED       CGS
 TF0390
 TF0390                          STATION DESCRIPTION
 TF0390
 TF0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0390'6.8 MI NE FROM BERGEN.
 TF0390'ABOUT 2.5 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 TF0390'BERGEN, THENCE 2.2 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.1 MILE
 TF0390'EAST ALONG A DIRT ROAD, THENCE 2 MILE NORTH ALONG A DIRT ROAD, AT A T
 TF0390'ROAD JUNCTION, GRAVELED ROAD NORTH AND EAST AND A DIRT ROAD SOUTH, 50
 TF0390'FEET SOUTHEAST OF THE CENTERLINE OF THE JUNCTION, 38.5 FEET SOUTH OF
 TF0390'THE CENTERLINE OF THE ROAD EAST, 33 FEET EAST OF THE CENTERLINE OF THE
 TF0390'ROAD SOUTH, 3 FEET WEST OF A POWER POLE, 1.8 FEET EAST OF A WITNESS
 TF0390'POST, ABOUT LEVEL WITH THE ROAD EAST, A DISK IN THE TOP OF A CONCRETE
 TF0390'POST PROJECTING 0.6 FOOT.  NOTE-- ABOUT 3.9 MILE SOUTH ALONG A
 TF0390'GRAVELED ROAD FROM THE GREAT NORTHERN RAILROAD STATION AT VERENDRYE,
 TF0390'THENCE 3 MILE EAST ALONG A GRAVELED ROAD, THENCE 1 MILE SOUTH ALONG A
 TF0390'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0129 ***********************************************************************
 SO0129  DESIGNATION -  H 227
 SO0129  PID         -  SO0129
 SO0129  STATE/COUNTY-  ND/MCLEAN
 SO0129  USGS QUAD   -  PARSHALL SW (1967)
 SO0129
 SO0129                         *CURRENT SURVEY CONTROL
 SO0129  ___________________________________________________________________
 SO0129* NAD 83(1986)-  47 48 14.     (N)    102 07 43.     (W)     SCALED    
 SO0129* NAVD 88     -       632.159  (meters)    2074.01   (feet)  ADJUSTED  
 SO0129  ___________________________________________________________________
 SO0129  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 SO0129  DYNAMIC HT  -         632.239 (meters)    2074.27  (feet)  COMP
 SO0129  MODELED GRAV-     980,716.5   (mgal)                       NAVD 88
 SO0129
 SO0129  VERT ORDER  -  SECOND    CLASS 0
 SO0129
 SO0129.The horizontal coordinates were scaled from a topographic map and have
 SO0129.an estimated accuracy of +/- 6 seconds.
 SO0129
 SO0129.The orthometric height was determined by differential leveling
 SO0129.and adjusted by the National Geodetic Survey in June 1991..
 SO0129
 SO0129.The geoid height was determined by GEOID03.
 SO0129
 SO0129.The dynamic height is computed by dividing the NAVD 88
 SO0129.geopotential number by the normal gravity value computed on the
 SO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0129.degrees latitude (g = 980.6199 gals.).
 SO0129
 SO0129.The modeled gravity was interpolated from observed gravity values.
 SO0129
 SO0129;                    North         East    Units  Estimated Accuracy
 SO0129;SPC ND N     -    90,670.      478,020.      MT  (+/- 180 meters Scaled)
 SO0129
 SO0129                          SUPERSEDED SURVEY CONTROL
 SO0129
 SO0129  NGVD 29 (??/??/92)  631.730  (m)         2072.60   (f) ADJ UNCH    2 0
 SO0129
 SO0129.Superseded values are not recommended for survey control.
 SO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0129.See file dsdata.txt to determine how the superseded data were derived.
 SO0129
 SO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN149984(NAD 83)
 SO0129_MARKER: DB = BENCH MARK DISK
 SO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0129_STAMPING: H 227 1962
 SO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0129+STABILITY: SURFACE MOTION
 SO0129
 SO0129  HISTORY     - Date     Condition        Report By
 SO0129  HISTORY     - 1962     MONUMENTED       CGS
 SO0129
 SO0129                          STATION DESCRIPTION
 SO0129
 SO0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0129'8.0 MI NW FROM RAUB.
 SO0129'ABOUT 8.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION
 SO0129'OF A GRAVELED COUNTY ROAD AT RAUB, 91 FEET SOUTHEAST OF A ROAD
 SO0129'INTERSECTION, 79 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET
 SO0129'SOUTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A FENCE CORNER,
 SO0129'1.4 FEET NORTH OF A WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 SO0129'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0258 ***********************************************************************
 SO0258  DESIGNATION -  H 228
 SO0258  PID         -  SO0258
 SO0258  STATE/COUNTY-  ND/MCLEAN
 SO0258  USGS QUAD   -  RAUB (1967)
 SO0258
 SO0258                         *CURRENT SURVEY CONTROL
 SO0258  ___________________________________________________________________
 SO0258* NAD 83(1986)-  47 44 47.     (N)    102 01 19.     (W)     SCALED    
 SO0258* NAVD 88     -       587.104  (meters)    1926.19   (feet)  ADJUSTED  
 SO0258  ___________________________________________________________________
 SO0258  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 SO0258  DYNAMIC HT  -         587.177 (meters)    1926.43  (feet)  COMP
 SO0258  MODELED GRAV-     980,716.0   (mgal)                       NAVD 88
 SO0258
 SO0258  VERT ORDER  -  SECOND    CLASS 0
 SO0258
 SO0258.The horizontal coordinates were scaled from a topographic map and have
 SO0258.an estimated accuracy of +/- 6 seconds.
 SO0258
 SO0258.The orthometric height was determined by differential leveling
 SO0258.and adjusted by the National Geodetic Survey in June 1991..
 SO0258
 SO0258.The geoid height was determined by GEOID03.
 SO0258
 SO0258.The dynamic height is computed by dividing the NAVD 88
 SO0258.geopotential number by the normal gravity value computed on the
 SO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0258.degrees latitude (g = 980.6199 gals.).
 SO0258
 SO0258.The modeled gravity was interpolated from observed gravity values.
 SO0258
 SO0258;                    North         East    Units  Estimated Accuracy
 SO0258;SPC ND N     -    84,110.      485,880.      MT  (+/- 180 meters Scaled)
 SO0258
 SO0258                          SUPERSEDED SURVEY CONTROL
 SO0258
 SO0258  NGVD 29 (??/??/92)  586.686  (m)         1924.82   (f) ADJ UNCH    2 0
 SO0258
 SO0258.Superseded values are not recommended for survey control.
 SO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0258.See file dsdata.txt to determine how the superseded data were derived.
 SO0258
 SO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN232924(NAD 83)
 SO0258_MARKER: DB = BENCH MARK DISK
 SO0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0258_STAMPING: H 228 1962
 SO0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0258+STABILITY: SURFACE MOTION
 SO0258
 SO0258  HISTORY     - Date     Condition        Report By
 SO0258  HISTORY     - 1962     MONUMENTED       CGS
 SO0258
 SO0258                          STATION DESCRIPTION
 SO0258
 SO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0258'1.0 MI E FROM RAUB.
 SO0258'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0258'THE HIGHWAY AND A COUNTY ROAD AT RAUB, 88 FEET NORTHWEST OF THE CENTER
 SO0258'OF A TRACK ROAD INTERSECTION, 81 FEET NROTH OF THE CENTERLINE OF THE
 SO0258'HIGHWAY, 35 FEET WEST OF THE EXTENDED CENTERLINE OF THE TRACK ROAD,
 SO0258'3.5 FEET EAST OF A TELEPHONE POLE, 2.0 FEET WEST OF A WITNESS POST,
 SO0258'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0258'CONCRETE POST PROJECTING 0.5 FOOT, S 2, R 89 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0248 ***********************************************************************
 SN0248  DESIGNATION -  H 229
 SN0248  PID         -  SN0248
 SN0248  STATE/COUNTY-  ND/MCLEAN
 SN0248  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0248
 SN0248                         *CURRENT SURVEY CONTROL
 SN0248  ___________________________________________________________________
 SN0248* NAD 83(1986)-  47 44 49.     (N)    100 54 29.     (W)     SCALED    
 SN0248* NAVD 88     -       603.788  (meters)    1980.93   (feet)  ADJUSTED  
 SN0248  ___________________________________________________________________
 SN0248  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 SN0248  DYNAMIC HT  -         603.845 (meters)    1981.11  (feet)  COMP
 SN0248  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SN0248
 SN0248  VERT ORDER  -  SECOND    CLASS 0
 SN0248
 SN0248.The horizontal coordinates were scaled from a topographic map and have
 SN0248.an estimated accuracy of +/- 6 seconds.
 SN0248
 SN0248.The orthometric height was determined by differential leveling
 SN0248.and adjusted by the National Geodetic Survey in June 1991..
 SN0248
 SN0248.The geoid height was determined by GEOID03.
 SN0248
 SN0248.The dynamic height is computed by dividing the NAVD 88
 SN0248.geopotential number by the normal gravity value computed on the
 SN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0248.degrees latitude (g = 980.6199 gals.).
 SN0248
 SN0248.The modeled gravity was interpolated from observed gravity values.
 SN0248
 SN0248;                    North         East    Units  Estimated Accuracy
 SN0248;SPC ND N     -    83,130.      569,400.      MT  (+/- 180 meters Scaled)
 SN0248
 SN0248                          SUPERSEDED SURVEY CONTROL
 SN0248
 SN0248  NGVD 29 (??/??/92)  603.382  (m)         1979.60   (f) ADJ UNCH    2 0
 SN0248
 SN0248.Superseded values are not recommended for survey control.
 SN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0248.See file dsdata.txt to determine how the superseded data were derived.
 SN0248
 SN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT569899(NAD 83)
 SN0248_MARKER: DB = BENCH MARK DISK
 SN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0248_STAMPING: H 229 1962
 SN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0248+STABILITY: SURFACE MOTION
 SN0248
 SN0248  HISTORY     - Date     Condition        Report By
 SN0248  HISTORY     - 1962     MONUMENTED       CGS
 SN0248
 SN0248                          STATION DESCRIPTION
 SN0248
 SN0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0248'6.5 MI S FROM RUSO.
 SN0248'ABOUT 6.5 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0248'SOO LINE RAILROAD AT RUSO, 205 FEET EAST-NORTHEAST OF THE CORNER OF A
 SN0248'SECTION-LINE FENCE, 111.0 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD
 SN0248'LEADING WEST, 127 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 FEET
 SN0248'SOUTH OF A POWER POLE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2 FEET
 SN0248'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN0248'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0055 ***********************************************************************
 RT0055  DESIGNATION -  H 23
 RT0055  PID         -  RT0055
 RT0055  STATE/COUNTY-  ND/SLOPE
 RT0055  USGS QUAD   -  WATERHOLE CREEK (1981)
 RT0055
 RT0055                         *CURRENT SURVEY CONTROL
 RT0055  ___________________________________________________________________
 RT0055* NAD 83(1986)-  46 16 47.     (N)    104 01 36.     (W)     SCALED    
 RT0055* NAVD 88     -       860.474  (meters)    2823.07   (feet)  ADJUSTED  
 RT0055  ___________________________________________________________________
 RT0055  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 RT0055  DYNAMIC HT  -         860.402 (meters)    2822.84  (feet)  COMP
 RT0055  MODELED GRAV-     980,501.3   (mgal)                       NAVD 88
 RT0055
 RT0055  VERT ORDER  -  SECOND    CLASS 0
 RT0055
 RT0055.The horizontal coordinates were scaled from a topographic map and have
 RT0055.an estimated accuracy of +/- 6 seconds.
 RT0055
 RT0055.The orthometric height was determined by differential leveling
 RT0055.and adjusted by the National Geodetic Survey in June 1991..
 RT0055
 RT0055.The geoid height was determined by GEOID03.
 RT0055
 RT0055.The dynamic height is computed by dividing the NAVD 88
 RT0055.geopotential number by the normal gravity value computed on the
 RT0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0055.degrees latitude (g = 980.6199 gals.).
 RT0055
 RT0055.The modeled gravity was interpolated from observed gravity values.
 RT0055
 RT0055;                    North         East    Units  Estimated Accuracy
 RT0055;SPC ND S     -    74,250.      328,290.      MT  (+/- 180 meters Scaled)
 RT0055
 RT0055                          SUPERSEDED SURVEY CONTROL
 RT0055
 RT0055  NGVD 29 (??/??/92)  859.925  (m)         2821.27   (f) ADJ UNCH    2 0
 RT0055
 RT0055.Superseded values are not recommended for survey control.
 RT0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0055.See file dsdata.txt to determine how the superseded data were derived.
 RT0055
 RT0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM749255(NAD 83)
 RT0055_MARKER: DB = BENCH MARK DISK
 RT0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RT0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RT0055_STAMPING: H 23 1934
 RT0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RT0055+STABILITY: SURFACE MOTION
 RT0055
 RT0055  HISTORY     - Date     Condition        Report By
 RT0055  HISTORY     - 1934     MONUMENTED       CGS
 RT0055
 RT0055                          STATION DESCRIPTION
 RT0055
 RT0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RT0055'6.0 MI W FROM MARMARTH.
 RT0055'6.0 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RT0055'RAILROAD FROM MARMARTH, SLOPE COUNTY, 90 YARDS WEST OF MILEPOST 1001,
 RT0055'88 FEET NORTH OF THE CENTERLINE OF THE TRACK AND 5 FEET NORTH OF THE
 RT0055'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 23 1934 AND SET IN THE
 RT0055'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0669 ***********************************************************************
 SN0669  DESIGNATION -  H 230
 SN0669  PID         -  SN0669
 SN0669  STATE/COUNTY-  ND/MCLEAN
 SN0669  USGS QUAD   -  MAX (1980)
 SN0669
 SN0669                         *CURRENT SURVEY CONTROL
 SN0669  ___________________________________________________________________
 SN0669* NAD 83(1986)-  47 46 33.     (N)    101 17 38.     (W)     SCALED    
 SN0669* NAVD 88     -       619.905  (meters)    2033.81   (feet)  ADJUSTED  
 SN0669  ___________________________________________________________________
 SN0669  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 SN0669  DYNAMIC HT  -         619.964 (meters)    2034.00  (feet)  COMP
 SN0669  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 SN0669
 SN0669  VERT ORDER  -  FIRST     CLASS II
 SN0669
 SN0669.The horizontal coordinates were scaled from a topographic map and have
 SN0669.an estimated accuracy of +/- 6 seconds.
 SN0669
 SN0669.The orthometric height was determined by differential leveling
 SN0669.and adjusted by the National Geodetic Survey in June 1991..
 SN0669
 SN0669.The geoid height was determined by GEOID03.
 SN0669
 SN0669.The dynamic height is computed by dividing the NAVD 88
 SN0669.geopotential number by the normal gravity value computed on the
 SN0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0669.degrees latitude (g = 980.6199 gals.).
 SN0669
 SN0669.The modeled gravity was interpolated from observed gravity values.
 SN0669
 SN0669;                    North         East    Units  Estimated Accuracy
 SN0669;SPC ND N     -    86,560.      540,500.      MT  (+/- 180 meters Scaled)
 SN0669
 SN0669                          SUPERSEDED SURVEY CONTROL
 SN0669
 SN0669.No superseded survey control is available for this station.
 SN0669
 SN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT281939(NAD 83)
 SN0669_MARKER: DB = BENCH MARK DISK
 SN0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0669_STAMPING: H 230 1962
 SN0669_MARK LOGO: CGS   
 SN0669_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0669+STABILITY: SURFACE MOTION
 SN0669
 SN0669  HISTORY     - Date     Condition        Report By
 SN0669  HISTORY     - 1962     MONUMENTED       CGS
 SN0669  HISTORY     - 1981     GOOD             NGS
 SN0669  HISTORY     - 1982     GOOD             NGS
 SN0669
 SN0669                          STATION DESCRIPTION
 SN0669
 SN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0669'3.1 MI S FROM MAX.
 SN0669'ABOUT 3.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0669'AT MAX, 109 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 99.0
 SN0669'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF THE
 SN0669'CENTERLINE OF THE ROAD, 3.2 FEET EAST OF A POWER POLE, 1.5 FEET SOUTH
 SN0669'OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SN0669'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 SN0669
 SN0669                          STATION RECOVERY (1981)
 SN0669
 SN0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0669'RECOVERED IN GOOD CONDITION.
 SN0669
 SN0669                          STATION RECOVERY (1982)
 SN0669
 SN0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0669'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0669'39.9 KM (24.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0669'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 30.2 METERS (99.1 FT)
 SN0669'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 13.4
 SN0669'METERS (44.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD AND 1.0 METER
 SN0669'(3.3 FT) EAST OF A UTILITY POLE.
 SN0669'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 SN0669'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0723 ***********************************************************************
 SN0723  DESIGNATION -  H 231
 SN0723  PID         -  SN0723
 SN0723  STATE/COUNTY-  ND/MCLEAN
 SN0723  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0723
 SN0723                         *CURRENT SURVEY CONTROL
 SN0723  ___________________________________________________________________
 SN0723* NAD 83(1986)-  47 43 03.     (N)    101 04 46.     (W)     SCALED    
 SN0723* NAVD 88     -       596.254  (meters)    1956.21   (feet)  ADJUSTED  
 SN0723  ___________________________________________________________________
 SN0723  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0723  DYNAMIC HT  -         596.313 (meters)    1956.40  (feet)  COMP
 SN0723  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SN0723
 SN0723  VERT ORDER  -  SECOND    CLASS 0
 SN0723
 SN0723.The horizontal coordinates were scaled from a topographic map and have
 SN0723.an estimated accuracy of +/- 6 seconds.
 SN0723
 SN0723.The orthometric height was determined by differential leveling
 SN0723.and adjusted by the National Geodetic Survey in June 1991..
 SN0723
 SN0723.The geoid height was determined by GEOID03.
 SN0723
 SN0723.The dynamic height is computed by dividing the NAVD 88
 SN0723.geopotential number by the normal gravity value computed on the
 SN0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0723.degrees latitude (g = 980.6199 gals.).
 SN0723
 SN0723.The modeled gravity was interpolated from observed gravity values.
 SN0723
 SN0723;                    North         East    Units  Estimated Accuracy
 SN0723;SPC ND N     -    79,940.      556,530.      MT  (+/- 180 meters Scaled)
 SN0723
 SN0723                          SUPERSEDED SURVEY CONTROL
 SN0723
 SN0723  NGVD 29 (??/??/92)  595.855  (m)         1954.90   (f) ADJ UNCH    2 0
 SN0723
 SN0723.Superseded values are not recommended for survey control.
 SN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0723.See file dsdata.txt to determine how the superseded data were derived.
 SN0723
 SN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT440869(NAD 83)
 SN0723_MARKER: DB = BENCH MARK DISK
 SN0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0723_STAMPING: H 231 1962
 SN0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0723+STABILITY: SURFACE MOTION
 SN0723
 SN0723  HISTORY     - Date     Condition        Report By
 SN0723  HISTORY     - 1962     MONUMENTED       CGS
 SN0723
 SN0723                          STATION DESCRIPTION
 SN0723
 SN0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0723'7.75 MI S FROM BENEDICT.
 SN0723'ABOUT 7.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0723'AT BENEDICT, 108 FEET SOUTHWEST OF THE INTERSECTION OF AN EAST-WEST
 SN0723'ROAD, 99 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 38 FEET SOUTH
 SN0723'OF THE CENTERLINE OF AN EAST-WEST ROAD, 4.8 FEET EAST OF A TELEPHONE
 SN0723'POLE, 1.4 FEET WEST OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 SN0723'THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0723'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1173 ***********************************************************************
 TF1173  DESIGNATION -  H 232
 TF1173  PID         -  TF1173
 TF1173  STATE/COUNTY-  ND/MOUNTRAIL
 TF1173  USGS QUAD   -  TAGUS (1980)
 TF1173
 TF1173                         *CURRENT SURVEY CONTROL
 TF1173  ___________________________________________________________________
 TF1173* NAD 83(1986)-  48 20 33.     (N)    101 57 02.     (W)     SCALED    
 TF1173* NAVD 88     -       666.432  (meters)    2186.45   (feet)  ADJUSTED  
 TF1173  ___________________________________________________________________
 TF1173  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TF1173  DYNAMIC HT  -         666.534 (meters)    2186.79  (feet)  COMP
 TF1173  MODELED GRAV-     980,741.6   (mgal)                       NAVD 88
 TF1173
 TF1173  VERT ORDER  -  FIRST     CLASS II
 TF1173
 TF1173.The horizontal coordinates were scaled from a topographic map and have
 TF1173.an estimated accuracy of +/- 6 seconds.
 TF1173
 TF1173.The orthometric height was determined by differential leveling
 TF1173.and adjusted by the National Geodetic Survey in June 1991..
 TF1173
 TF1173.The geoid height was determined by GEOID03.
 TF1173
 TF1173.The dynamic height is computed by dividing the NAVD 88
 TF1173.geopotential number by the normal gravity value computed on the
 TF1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1173.degrees latitude (g = 980.6199 gals.).
 TF1173
 TF1173.The modeled gravity was interpolated from observed gravity values.
 TF1173
 TF1173;                    North         East    Units  Estimated Accuracy
 TF1173;SPC ND N     -   150,280.      492,480.      MT  (+/- 180 meters Scaled)
 TF1173
 TF1173                          SUPERSEDED SURVEY CONTROL
 TF1173
 TF1173  NGVD 29 (??/??/92)  665.992  (m)         2185.01   (f) ADJ UNCH    1 2
 TF1173
 TF1173.Superseded values are not recommended for survey control.
 TF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1173.See file dsdata.txt to determine how the superseded data were derived.
 TF1173
 TF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU813585(NAD 83)
 TF1173_MARKER: DB = BENCH MARK DISK
 TF1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1173_STAMPING: H 232 1962
 TF1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1173+STABILITY: SURFACE MOTION
 TF1173
 TF1173  HISTORY     - Date     Condition        Report By
 TF1173  HISTORY     - 1962     MONUMENTED       CGS
 TF1173  HISTORY     - 1963     GOOD             NGS
 TF1173
 TF1173                          STATION DESCRIPTION
 TF1173
 TF1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1173'0.8 MI W FROM TAGUS.
 TF1173'0.8 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1173'TAGUS, ABOUT 0.3 MILE WEST OF MILEPOST 33, AT THE WEST END OF A SIDE
 TF1173'TRACK, 96.5 FEET SOUTH AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER
 TF1173'OF THE MORE WESTERLY OF TWO BUILDINGS, 96.0 FEET SOUTHEAST OF A
 TF1173'SEMAPHORE, 77.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 56.0
 TF1173'FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2.0 FEET
 TF1173'EAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 TF1173'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF1173
 TF1173                          STATION RECOVERY (1963)
 TF1173
 TF1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0297 ***********************************************************************
 TF0297  DESIGNATION -  H 233
 TF0297  PID         -  TF0297
 TF0297  STATE/COUNTY-  ND/MCHENRY
 TF0297  USGS QUAD   -  GRANVILLE SW (1949)
 TF0297
 TF0297                         *CURRENT SURVEY CONTROL
 TF0297  ___________________________________________________________________
 TF0297* NAD 83(1986)-  48 15 38.     (N)    100 53 09.     (W)     SCALED    
 TF0297* NAVD 88     -       456.489  (meters)    1497.66   (feet)  POSTED    
 TF0297  ___________________________________________________________________
 TF0297  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TF0297  DYNAMIC HT  -         456.570 (meters)    1497.93  (feet)  COMP
 TF0297  MODELED GRAV-     980,774.1   (mgal)                       NAVD 88
 TF0297
 TF0297  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TF0297
 TF0297.The horizontal coordinates were scaled from a topographic map and have
 TF0297.an estimated accuracy of +/- 6 seconds.
 TF0297
 TF0297.The orthometric height was determined by differential leveling
 TF0297.and adjusted by the National Geodetic Survey in 1992..
 TF0297.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TF0297.rate of 1.1 thru 2.0 mm/km.
 TF0297
 TF0297.The geoid height was determined by GEOID03.
 TF0297
 TF0297.The dynamic height is computed by dividing the NAVD 88
 TF0297.geopotential number by the normal gravity value computed on the
 TF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0297.degrees latitude (g = 980.6199 gals.).
 TF0297
 TF0297.The modeled gravity was interpolated from observed gravity values.
 TF0297
 TF0297;                    North         East    Units  Estimated Accuracy
 TF0297;SPC ND N     -   140,220.      571,350.      MT  (+/- 180 meters Scaled)
 TF0297
 TF0297                          SUPERSEDED SURVEY CONTROL
 TF0297
 TF0297  NGVD 29 (??/??/92)  456.120  (m)         1496.45   (f) ADJ UNCH    1 2
 TF0297
 TF0297.Superseded values are not recommended for survey control.
 TF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0297.See file dsdata.txt to determine how the superseded data were derived.
 TF0297
 TF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU600469(NAD 83)
 TF0297_MARKER: DB = BENCH MARK DISK
 TF0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0297_STAMPING: H 233 1962
 TF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0297+STABILITY: SURFACE MOTION
 TF0297
 TF0297  HISTORY     - Date     Condition        Report By
 TF0297  HISTORY     - 1962     MONUMENTED       CGS
 TF0297  HISTORY     - 1980     GOOD             LOCSUR
 TF0297  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0297
 TF0297                          STATION DESCRIPTION
 TF0297
 TF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0297'2.0 MI W FROM GRANVILLE.
 TF0297'ABOUT 2.0 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0297'STATION AT GRANVILLE, AT MILEPOST 184, 167 FEET NORTHEAST OF THE
 TF0297'CENTER OF A DIRT ROAD CROSSING, 101.0 FEET NORTH OF THE NORTH RAIL, 73
 TF0297'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH OF A POWER
 TF0297'POLE, 3 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 1.3
 TF0297'FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 TF0297'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF0297
 TF0297                          STATION RECOVERY (1980)
 TF0297
 TF0297'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF0297'RECOVERED IN GOOD CONDITION.
 TF0297
 TF0297                          STATION RECOVERY (1982)
 TF0297
 TF0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0297'NOT RECOVERED, ROADS INACCESSIBLE AT TIME OF RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1316 ***********************************************************************
 SN1316  DESIGNATION -  H 234
 SN1316  PID         -  SN1316
 SN1316  STATE/COUNTY-  ND/MCLEAN
 SN1316  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1316
 SN1316                         *CURRENT SURVEY CONTROL
 SN1316  ___________________________________________________________________
 SN1316* NAD 83(1986)-  47 46 32.     (N)    101 30 25.     (W)     SCALED    
 SN1316* NAVD 88     -       636.021  (meters)    2086.68   (feet)  ADJUSTED  
 SN1316  ___________________________________________________________________
 SN1316  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SN1316  DYNAMIC HT  -         636.089 (meters)    2086.90  (feet)  COMP
 SN1316  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 SN1316
 SN1316  VERT ORDER  -  SECOND    CLASS 0
 SN1316
 SN1316.The horizontal coordinates were scaled from a topographic map and have
 SN1316.an estimated accuracy of +/- 6 seconds.
 SN1316
 SN1316.The orthometric height was determined by differential leveling
 SN1316.and adjusted by the National Geodetic Survey in June 1991..
 SN1316
 SN1316.The geoid height was determined by GEOID03.
 SN1316
 SN1316.The dynamic height is computed by dividing the NAVD 88
 SN1316.geopotential number by the normal gravity value computed on the
 SN1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1316.degrees latitude (g = 980.6199 gals.).
 SN1316
 SN1316.The modeled gravity was interpolated from observed gravity values.
 SN1316
 SN1316;                    North         East    Units  Estimated Accuracy
 SN1316;SPC ND N     -    86,720.      524,540.      MT  (+/- 180 meters Scaled)
 SN1316
 SN1316                          SUPERSEDED SURVEY CONTROL
 SN1316
 SN1316  NGVD 29 (??/??/92)  635.614  (m)         2085.34   (f) ADJ UNCH    2 0
 SN1316
 SN1316.Superseded values are not recommended for survey control.
 SN1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1316.See file dsdata.txt to determine how the superseded data were derived.
 SN1316
 SN1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT121943(NAD 83)
 SN1316_MARKER: DB = BENCH MARK DISK
 SN1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1316_STAMPING: H 234 1962
 SN1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1316+STABILITY: SURFACE MOTION
 SN1316
 SN1316  HISTORY     - Date     Condition        Report By
 SN1316  HISTORY     - 1962     MONUMENTED       CGS
 SN1316  HISTORY     - 1970     GOOD             NGS
 SN1316
 SN1316                          STATION DESCRIPTION
 SN1316
 SN1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1316'6.0 MI S FROM DOUGLAS.
 SN1316'ABOUT 6.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1316'AT DOUGLAS, 84 FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD
 SN1316'INTERSECTION, 74 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 SN1316'NORTH, 36.5 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 2
 SN1316'FEET WEST OF A TELEPHONE POLE AND IN LINE WITH AN EAST-WEST ROW OF
 SN1316'POLES, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SN1316'ROAD LEADING NORTH, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING
 SN1316'EAST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SN1316
 SN1316                          STATION RECOVERY (1970)
 SN1316
 SN1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SN1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0784 ***********************************************************************
 SN0784  DESIGNATION -  H 235
 SN0784  PID         -  SN0784
 SN0784  STATE/COUNTY-  ND/MCLEAN
 SN0784  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0784
 SN0784                         *CURRENT SURVEY CONTROL
 SN0784  ___________________________________________________________________
 SN0784* NAD 83(1986)-  47 43 03.     (N)    101 00 52.     (W)     SCALED    
 SN0784* NAVD 88     -       594.788  (meters)    1951.40   (feet)  ADJUSTED  
 SN0784  ___________________________________________________________________
 SN0784  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SN0784  DYNAMIC HT  -         594.847 (meters)    1951.59  (feet)  COMP
 SN0784  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SN0784
 SN0784  VERT ORDER  -  SECOND    CLASS 0
 SN0784
 SN0784.The horizontal coordinates were scaled from a topographic map and have
 SN0784.an estimated accuracy of +/- 6 seconds.
 SN0784
 SN0784.The orthometric height was determined by differential leveling
 SN0784.and adjusted by the National Geodetic Survey in June 1991..
 SN0784
 SN0784.The geoid height was determined by GEOID03.
 SN0784
 SN0784.The dynamic height is computed by dividing the NAVD 88
 SN0784.geopotential number by the normal gravity value computed on the
 SN0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0784.degrees latitude (g = 980.6199 gals.).
 SN0784
 SN0784.The modeled gravity was interpolated from observed gravity values.
 SN0784
 SN0784;                    North         East    Units  Estimated Accuracy
 SN0784;SPC ND N     -    79,900.      561,400.      MT  (+/- 180 meters Scaled)
 SN0784
 SN0784                          SUPERSEDED SURVEY CONTROL
 SN0784
 SN0784  NGVD 29 (??/??/92)  594.387  (m)         1950.08   (f) ADJ UNCH    2 0
 SN0784
 SN0784.Superseded values are not recommended for survey control.
 SN0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0784.See file dsdata.txt to determine how the superseded data were derived.
 SN0784
 SN0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT489868(NAD 83)
 SN0784_MARKER: DB = BENCH MARK DISK
 SN0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0784_STAMPING: H 235 1962
 SN0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0784+STABILITY: SURFACE MOTION
 SN0784
 SN0784  HISTORY     - Date     Condition        Report By
 SN0784  HISTORY     - 1962     MONUMENTED       CGS
 SN0784
 SN0784                          STATION DESCRIPTION
 SN0784
 SN0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0784'10.8 MI SE FROM BENEDICT.
 SN0784'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0784'AT BENEDICT, THENCE 3.0 MILES EAST ALONG A DIRT ROAD, 70 FEET
 SN0784'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 50 FEET SOUTH OF THE
 SN0784'CENTERLINE OF THE ROAD, 51 FEET EAST OF THE CENTERLINE OF THE
 SN0784'NORTH-SOUTH ROAD, 5.0 FEET NORTH OF A TELEPHONE POLE BRACED BY A GUY
 SN0784'WIRE, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SN0784'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1162 ***********************************************************************
 SN1162  DESIGNATION -  H 236
 SN1162  PID         -  SN1162
 SN1162  STATE/COUNTY-  ND/MCLEAN
 SN1162  USGS QUAD   -  EMMET NE (1956)
 SN1162
 SN1162                         *CURRENT SURVEY CONTROL
 SN1162  ___________________________________________________________________
 SN1162* NAD 83(1986)-  47 44 48.     (N)    101 31 46.     (W)     SCALED    
 SN1162* NAVD 88     -       623.108  (meters)    2044.31   (feet)  ADJUSTED  
 SN1162  ___________________________________________________________________
 SN1162  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 SN1162  DYNAMIC HT  -         623.173 (meters)    2044.53  (feet)  COMP
 SN1162  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 SN1162
 SN1162  VERT ORDER  -  SECOND    CLASS 0
 SN1162
 SN1162.The horizontal coordinates were scaled from a topographic map and have
 SN1162.an estimated accuracy of +/- 6 seconds.
 SN1162
 SN1162.The orthometric height was determined by differential leveling
 SN1162.and adjusted by the National Geodetic Survey in June 1991..
 SN1162
 SN1162.The geoid height was determined by GEOID03.
 SN1162
 SN1162.The dynamic height is computed by dividing the NAVD 88
 SN1162.geopotential number by the normal gravity value computed on the
 SN1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1162.degrees latitude (g = 980.6199 gals.).
 SN1162
 SN1162.The modeled gravity was interpolated from observed gravity values.
 SN1162
 SN1162;                    North         East    Units  Estimated Accuracy
 SN1162;SPC ND N     -    83,530.      522,810.      MT  (+/- 180 meters Scaled)
 SN1162
 SN1162                          SUPERSEDED SURVEY CONTROL
 SN1162
 SN1162  NGVD 29 (??/??/92)  622.699  (m)         2042.97   (f) ADJ UNCH    2 0
 SN1162
 SN1162.Superseded values are not recommended for survey control.
 SN1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1162.See file dsdata.txt to determine how the superseded data were derived.
 SN1162
 SN1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT103912(NAD 83)
 SN1162_MARKER: DB = BENCH MARK DISK
 SN1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1162_STAMPING: H 236 1962
 SN1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1162+STABILITY: SURFACE MOTION
 SN1162
 SN1162  HISTORY     - Date     Condition        Report By
 SN1162  HISTORY     - 1962     MONUMENTED       CGS
 SN1162
 SN1162                          STATION DESCRIPTION
 SN1162
 SN1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1162'11.8 MI NW FROM GARRISON.
 SN1162'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN1162'AT GARRISON, THENCE 5.0 MILES WEST ALONG A GRAVELED COUNTY ROAD, 77
 SN1162'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 59 FEET
 SN1162'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 45 FEET WEST OF THE
 SN1162'CENTERLINE OF THE TRACK ROAD, 2.5 FEET EAST OF A TELEPHONE POLE, 2.0
 SN1162'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SN1162'GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN1162'FOOT, S 3, R 85 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1364 ***********************************************************************
 SN1364  DESIGNATION -  H 237
 SN1364  PID         -  SN1364
 SN1364  STATE/COUNTY-  ND/MCLEAN
 SN1364  USGS QUAD   -  MAKOTI SW (1956)
 SN1364
 SN1364                         *CURRENT SURVEY CONTROL
 SN1364  ___________________________________________________________________
 SN1364* NAD 83(1986)-  47 50 01.     (N)    101 54 52.     (W)     SCALED    
 SN1364* NAVD 88     -       650.089  (meters)    2132.83   (feet)  ADJUSTED  
 SN1364  ___________________________________________________________________
 SN1364  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 SN1364  DYNAMIC HT  -         650.170 (meters)    2133.10  (feet)  COMP
 SN1364  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 SN1364
 SN1364  VERT ORDER  -  SECOND    CLASS 0
 SN1364
 SN1364.The horizontal coordinates were scaled from a topographic map and have
 SN1364.an estimated accuracy of +/- 6 seconds.
 SN1364
 SN1364.The orthometric height was determined by differential leveling
 SN1364.and adjusted by the National Geodetic Survey in June 1991..
 SN1364
 SN1364.The geoid height was determined by GEOID03.
 SN1364
 SN1364.The dynamic height is computed by dividing the NAVD 88
 SN1364.geopotential number by the normal gravity value computed on the
 SN1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1364.degrees latitude (g = 980.6199 gals.).
 SN1364
 SN1364.The modeled gravity was interpolated from observed gravity values.
 SN1364
 SN1364;                    North         East    Units  Estimated Accuracy
 SN1364;SPC ND N     -    93,650.      494,120.      MT  (+/- 180 meters Scaled)
 SN1364
 SN1364                          SUPERSEDED SURVEY CONTROL
 SN1364
 SN1364  NGVD 29 (??/??/92)  649.669  (m)         2131.46   (f) ADJ UNCH    2 0
 SN1364
 SN1364.Superseded values are not recommended for survey control.
 SN1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1364.See file dsdata.txt to determine how the superseded data were derived.
 SN1364
 SN1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU819019(NAD 83)
 SN1364_MARKER: DB = BENCH MARK DISK
 SN1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1364_STAMPING: H 237 1962
 SN1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1364+STABILITY: SURFACE MOTION
 SN1364
 SN1364  HISTORY     - Date     Condition        Report By
 SN1364  HISTORY     - 1962     MONUMENTED       CGS
 SN1364
 SN1364                          STATION DESCRIPTION
 SN1364
 SN1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1364'12.0 MI NE FROM RAUB.
 SN1364'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1364'HIGHWAY 37 AT RAUB, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD. AT A
 SN1364'ROAD INTERSECTION, 84 FEET NORTHEAST OF THE CENTER OF INTERSECTION, 64
 SN1364'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 54 FEET EAST OF
 SN1364'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 3.5 FEET SOUTH OF POWER POLE
 SN1364'NO. 11-16-1 WITH A GUY-WIRE, 1.5 FEET WEST OF A WITNESS POST AND ABOUT
 SN1364'2.0 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD. SET IN THE TOP OF A
 SN1364'CONCRETE POST PROJECTING 0.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0088 ***********************************************************************
 TG0088  DESIGNATION -  H 238
 TG0088  PID         -  TG0088
 TG0088  STATE/COUNTY-  ND/BURKE
 TG0088  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0088
 TG0088                         *CURRENT SURVEY CONTROL
 TG0088  ___________________________________________________________________
 TG0088* NAD 83(1986)-  48 37 07.     (N)    102 24 29.     (W)     SCALED    
 TG0088* NAVD 88     -       699.378  (meters)    2294.54   (feet)  ADJUSTED  
 TG0088  ___________________________________________________________________
 TG0088  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TG0088  DYNAMIC HT  -         699.501 (meters)    2294.95  (feet)  COMP
 TG0088  MODELED GRAV-     980,762.9   (mgal)                       NAVD 88
 TG0088
 TG0088  VERT ORDER  -  SECOND    CLASS 0
 TG0088
 TG0088.The horizontal coordinates were scaled from a topographic map and have
 TG0088.an estimated accuracy of +/- 6 seconds.
 TG0088
 TG0088.The orthometric height was determined by differential leveling
 TG0088.and adjusted by the National Geodetic Survey in June 1991..
 TG0088
 TG0088.The geoid height was determined by GEOID03.
 TG0088
 TG0088.The dynamic height is computed by dividing the NAVD 88
 TG0088.geopotential number by the normal gravity value computed on the
 TG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0088.degrees latitude (g = 980.6199 gals.).
 TG0088
 TG0088.The modeled gravity was interpolated from observed gravity values.
 TG0088
 TG0088;                    North         East    Units  Estimated Accuracy
 TG0088;SPC ND N     -   181,710.      459,340.      MT  (+/- 180 meters Scaled)
 TG0088
 TG0088                          SUPERSEDED SURVEY CONTROL
 TG0088
 TG0088  NGVD 29 (??/??/92)  698.935  (m)         2293.09   (f) ADJ UNCH    2 0
 TG0088
 TG0088.Superseded values are not recommended for survey control.
 TG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0088.See file dsdata.txt to determine how the superseded data were derived.
 TG0088
 TG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP910883(NAD 83)
 TG0088_MARKER: DB = BENCH MARK DISK
 TG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0088_STAMPING: H 238 1963
 TG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0088+STABILITY: SURFACE MOTION
 TG0088
 TG0088  HISTORY     - Date     Condition        Report By
 TG0088  HISTORY     - 1963     MONUMENTED       CGS
 TG0088
 TG0088                          STATION DESCRIPTION
 TG0088
 TG0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0088'21.0 MI N FROM STANLEY.
 TG0088'ABOUT 21.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0088'STANLEY, ABOUT 85 YARDS NORTH OF THE NORTHEAST CORNER OF A SMALL LAKE,
 TG0088'134 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 TG0088'LEADING EAST TO KENASTON, 111 FEET WEST OF THE CENTERLINE OF THE
 TG0088'HIGHWAY, 3 FEET SOUTH OF A POWER POLE, IN LINE WITH THE EAST EDGE OF
 TG0088'THE POLES TO THE SOUTH, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TG0088'6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TG0088'CONCRETE POST PROJECTING 6 INCHES, S 3, R 91 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1287 ***********************************************************************
 SN1287  DESIGNATION -  H 239
 SN1287  PID         -  SN1287
 SN1287  STATE/COUNTY-  ND/WARD
 SN1287  USGS QUAD   -  RYDER (1981)
 SN1287
 SN1287                         *CURRENT SURVEY CONTROL
 SN1287  ___________________________________________________________________
 SN1287* NAD 83(1986)-  47 58 40.     (N)    101 40 49.     (W)     SCALED    
 SN1287* NAVD 88     -       647.475  (meters)    2124.26   (feet)  ADJUSTED  
 SN1287  ___________________________________________________________________
 SN1287  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1287  DYNAMIC HT  -         647.563 (meters)    2124.55  (feet)  COMP
 SN1287  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 SN1287
 SN1287  VERT ORDER  -  SECOND    CLASS 0
 SN1287
 SN1287.The horizontal coordinates were scaled from a topographic map and have
 SN1287.an estimated accuracy of +/- 6 seconds.
 SN1287
 SN1287.The orthometric height was determined by differential leveling
 SN1287.and adjusted by the National Geodetic Survey in June 1991..
 SN1287
 SN1287.The geoid height was determined by GEOID03.
 SN1287
 SN1287.The dynamic height is computed by dividing the NAVD 88
 SN1287.geopotential number by the normal gravity value computed on the
 SN1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1287.degrees latitude (g = 980.6199 gals.).
 SN1287
 SN1287.The modeled gravity was interpolated from observed gravity values.
 SN1287
 SN1287;                    North         East    Units  Estimated Accuracy
 SN1287;SPC ND N     -   109,390.      511,890.      MT  (+/- 180 meters Scaled)
 SN1287
 SN1287                          SUPERSEDED SURVEY CONTROL
 SN1287
 SN1287  NGVD 29 (??/??/92)  647.066  (m)         2122.92   (f) ADJ UNCH    2 0
 SN1287
 SN1287.Superseded values are not recommended for survey control.
 SN1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1287.See file dsdata.txt to determine how the superseded data were derived.
 SN1287
 SN1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU999173(NAD 83)
 SN1287_MARKER: DB = BENCH MARK DISK
 SN1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1287_STAMPING: H 239 1962
 SN1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1287+STABILITY: SURFACE MOTION
 SN1287
 SN1287  HISTORY     - Date     Condition        Report By
 SN1287  HISTORY     - 1962     MONUMENTED       CGS
 SN1287  HISTORY     - 1963     GOOD             NGS
 SN1287
 SN1287                          STATION DESCRIPTION
 SN1287
 SN1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1287'4.3 MI N FROM RYDER.
 SN1287'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1287'CROSSING AT RYDER, 174 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 SN1287'STATE HIGHWAY 23, 147.5 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 SN1287'23, 100.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 28, 6 FEET
 SN1287'SOUTHEAST OF A POWER POLE, 2 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A
 SN1287'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SN1287'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SN1287
 SN1287                          STATION RECOVERY (1963)
 SN1287
 SN1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0632 ***********************************************************************
 TG0632  DESIGNATION -  H 240
 TG0632  PID         -  TG0632
 TG0632  STATE/COUNTY-  ND/MOUNTRAIL
 TG0632  USGS QUAD   -  PALERMO NE (1981)
 TG0632
 TG0632                         *CURRENT SURVEY CONTROL
 TG0632  ___________________________________________________________________
 TG0632* NAD 83(1986)-  48 27 34.     (N)    102 01 01.     (W)     SCALED    
 TG0632* NAVD 88     -       683.601  (meters)    2242.78   (feet)  ADJUSTED  
 TG0632  ___________________________________________________________________
 TG0632  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 TG0632  DYNAMIC HT  -         683.712 (meters)    2243.15  (feet)  COMP
 TG0632  MODELED GRAV-     980,750.4   (mgal)                       NAVD 88
 TG0632
 TG0632  VERT ORDER  -  SECOND    CLASS 0
 TG0632
 TG0632.The horizontal coordinates were scaled from a topographic map and have
 TG0632.an estimated accuracy of +/- 6 seconds.
 TG0632
 TG0632.The orthometric height was determined by differential leveling
 TG0632.and adjusted by the National Geodetic Survey in June 1991..
 TG0632
 TG0632.The geoid height was determined by GEOID03.
 TG0632
 TG0632.The dynamic height is computed by dividing the NAVD 88
 TG0632.geopotential number by the normal gravity value computed on the
 TG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0632.degrees latitude (g = 980.6199 gals.).
 TG0632
 TG0632.The modeled gravity was interpolated from observed gravity values.
 TG0632
 TG0632;                    North         East    Units  Estimated Accuracy
 TG0632;SPC ND N     -   163,370.      487,820.      MT  (+/- 180 meters Scaled)
 TG0632
 TG0632                          SUPERSEDED SURVEY CONTROL
 TG0632
 TG0632  NGVD 29 (??/??/92)  683.178  (m)         2241.39   (f) ADJ UNCH    2 0
 TG0632
 TG0632.Superseded values are not recommended for survey control.
 TG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0632.See file dsdata.txt to determine how the superseded data were derived.
 TG0632
 TG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP205716(NAD 83)
 TG0632_MARKER: DB = BENCH MARK DISK
 TG0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0632_STAMPING: H 240 1963
 TG0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0632+STABILITY: SURFACE MOTION
 TG0632
 TG0632  HISTORY     - Date     Condition        Report By
 TG0632  HISTORY     - 1963     MONUMENTED       CGS
 TG0632
 TG0632                          STATION DESCRIPTION
 TG0632
 TG0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0632'6.3 MI S FROM COULEE.
 TG0632'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0632'RAILWAY STATION AT COULEE, THENCE 6.0 MILES SOUTH ALONG A GRAVELED
 TG0632'ROAD, 90 FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION OF A
 TG0632'GRAVELED ROAD, 72.5 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0632'WEST, 54 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 4.0
 TG0632'FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET
 TG0632'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0632'ROAD LEADING NORTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0632'INCHES, S 34, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0427 ***********************************************************************
 TG0427  DESIGNATION -  H 241
 TG0427  PID         -  TG0427
 TG0427  STATE/COUNTY-  ND/MOUNTRAIL
 TG0427  USGS QUAD   -  BLAISDELL (1981)
 TG0427
 TG0427                         *CURRENT SURVEY CONTROL
 TG0427  ___________________________________________________________________
 TG0427* NAD 83(1986)-  48 20 30.     (N)    102 05 45.     (W)     SCALED    
 TG0427* NAVD 88     -       687.169  (meters)    2254.49   (feet)  ADJUSTED  
 TG0427  ___________________________________________________________________
 TG0427  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG0427  DYNAMIC HT  -         687.279 (meters)    2254.85  (feet)  COMP
 TG0427  MODELED GRAV-     980,748.8   (mgal)                       NAVD 88
 TG0427
 TG0427  VERT ORDER  -  FIRST     CLASS II
 TG0427
 TG0427.The horizontal coordinates were scaled from a topographic map and have
 TG0427.an estimated accuracy of +/- 6 seconds.
 TG0427
 TG0427.The orthometric height was determined by differential leveling
 TG0427.and adjusted by the National Geodetic Survey in June 1991..
 TG0427.WARNING-Repeat measurements at this control monument indicate possible
 TG0427.vertical movement.
 TG0427
 TG0427.The geoid height was determined by GEOID03.
 TG0427
 TG0427.The dynamic height is computed by dividing the NAVD 88
 TG0427.geopotential number by the normal gravity value computed on the
 TG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0427.degrees latitude (g = 980.6199 gals.).
 TG0427
 TG0427.The modeled gravity was interpolated from observed gravity values.
 TG0427
 TG0427;                    North         East    Units  Estimated Accuracy
 TG0427;SPC ND N     -   150,400.      481,710.      MT  (+/- 180 meters Scaled)
 TG0427
 TG0427                          SUPERSEDED SURVEY CONTROL
 TG0427
 TG0427  NGVD 29 (??/??/92)  686.728  (m)         2253.04   (f) ADJ UNCH    1 2
 TG0427
 TG0427.Superseded values are not recommended for survey control.
 TG0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0427.See file dsdata.txt to determine how the superseded data were derived.
 TG0427
 TG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP151583(NAD 83)
 TG0427_MARKER: DB = BENCH MARK DISK
 TG0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0427_STAMPING: H 241 1963
 TG0427_MARK LOGO: CGS   
 TG0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0427+STABILITY: SURFACE MOTION
 TG0427
 TG0427  HISTORY     - Date     Condition        Report By
 TG0427  HISTORY     - 1963     MONUMENTED       CGS
 TG0427  HISTORY     - 1981     GOOD             NGS
 TG0427
 TG0427                          STATION DESCRIPTION
 TG0427
 TG0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0427'0.8 MI W FROM BLAISDELL.
 TG0427'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0427'RAILWAY STATION AT BLAISDELL, ABOUT 0.3 MILE NORTH OF THE GREAT
 TG0427'NORTHERN RAILWAY, 283 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 TG0427'A GRAVELED ROAD LEADING NORTH, 216 FEET WEST OF THE CENTERLINE OF THE
 TG0427'ROAD, 101 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 107 FEET WEST
 TG0427'OF A POWER POLE, 44 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 TG0427'FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TG0427'ROAD, ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TG0427'OF A CONCRETE POST PROJECTING 6 INCHES, S 10, R 89 W, T 156 N.
 TG0427
 TG0427                          STATION RECOVERY (1981)
 TG0427
 TG0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0051 ***********************************************************************
 SO0051  DESIGNATION -  H 242
 SO0051  PID         -  SO0051
 SO0051  STATE/COUNTY-  ND/MOUNTRAIL
 SO0051  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0051
 SO0051                         *CURRENT SURVEY CONTROL
 SO0051  ___________________________________________________________________
 SO0051* NAD 83(1986)-  47 56 54.     (N)    102 21 55.     (W)     SCALED    
 SO0051* NAVD 88     -       576.088  (meters)    1890.05   (feet)  ADJUSTED  
 SO0051  ___________________________________________________________________
 SO0051  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 SO0051  DYNAMIC HT  -         576.174 (meters)    1890.33  (feet)  COMP
 SO0051  MODELED GRAV-     980,740.7   (mgal)                       NAVD 88
 SO0051
 SO0051  VERT ORDER  -  SECOND    CLASS 0
 SO0051
 SO0051.The horizontal coordinates were scaled from a topographic map and have
 SO0051.an estimated accuracy of +/- 6 seconds.
 SO0051
 SO0051.The orthometric height was determined by differential leveling
 SO0051.and adjusted by the National Geodetic Survey in June 1991..
 SO0051
 SO0051.The geoid height was determined by GEOID03.
 SO0051
 SO0051.The dynamic height is computed by dividing the NAVD 88
 SO0051.geopotential number by the normal gravity value computed on the
 SO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0051.degrees latitude (g = 980.6199 gals.).
 SO0051
 SO0051.The modeled gravity was interpolated from observed gravity values.
 SO0051
 SO0051;                    North         East    Units  Estimated Accuracy
 SO0051;SPC ND N     -   107,120.      460,690.      MT  (+/- 180 meters Scaled)
 SO0051
 SO0051                          SUPERSEDED SURVEY CONTROL
 SO0051
 SO0051  NGVD 29 (??/??/92)  575.657  (m)         1888.63   (f) ADJ UNCH    2 0
 SO0051
 SO0051.Superseded values are not recommended for survey control.
 SO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0051.See file dsdata.txt to determine how the superseded data were derived.
 SO0051
 SO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP967139(NAD 83)
 SO0051_MARKER: DB = BENCH MARK DISK
 SO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0051_STAMPING: H 242 1963
 SO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0051+STABILITY: SURFACE MOTION
 SO0051
 SO0051  HISTORY     - Date     Condition        Report By
 SO0051  HISTORY     - 1963     MONUMENTED       CGS
 SO0051
 SO0051                          STATION DESCRIPTION
 SO0051
 SO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0051'7.8 MI SE FROM NEW TOWN.
 SO0051'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0051'NEW TOWN, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, ABOUT 0.4 MILE
 SO0051'SOUTH OF THE SOUTHEAST CORNER OF A LARGE CEMETERY, ON THE OUTSIDE OF A
 SO0051'CURVE, 46 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 74.5 FEET
 SO0051'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 41.5 FEET NORTH OF THE
 SO0051'EAST END OF AN 18-INCH PIPE CULVERT UNDER A DIRT ROAD, 36 FEET EAST OF
 SO0051'THE CENTERLINE OF THE DIRT ROAD, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 SO0051'POST, ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 4 FEET BELOW THE LEVEL OF
 SO0051'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S
 SO0051'30, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1267 ***********************************************************************
 TF1267  DESIGNATION -  H 243
 TF1267  PID         -  TF1267
 TF1267  STATE/COUNTY-  ND/MOUNTRAIL
 TF1267  USGS QUAD   -  PLAZA (1980)
 TF1267
 TF1267                         *CURRENT SURVEY CONTROL
 TF1267  ___________________________________________________________________
 TF1267* NAD 83(1986)-  48 05 43.     (N)    101 57 55.     (W)     SCALED    
 TF1267* NAVD 88     -       641.008  (meters)    2103.04   (feet)  ADJUSTED  
 TF1267  ___________________________________________________________________
 TF1267  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TF1267  DYNAMIC HT  -         641.103 (meters)    2103.35  (feet)  COMP
 TF1267  MODELED GRAV-     980,737.5   (mgal)                       NAVD 88
 TF1267
 TF1267  VERT ORDER  -  SECOND    CLASS 0
 TF1267
 TF1267.The horizontal coordinates were scaled from a topographic map and have
 TF1267.an estimated accuracy of +/- 6 seconds.
 TF1267
 TF1267.The orthometric height was determined by differential leveling
 TF1267.and adjusted by the National Geodetic Survey in June 1991..
 TF1267
 TF1267.The geoid height was determined by GEOID03.
 TF1267
 TF1267.The dynamic height is computed by dividing the NAVD 88
 TF1267.geopotential number by the normal gravity value computed on the
 TF1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1267.degrees latitude (g = 980.6199 gals.).
 TF1267
 TF1267.The modeled gravity was interpolated from observed gravity values.
 TF1267
 TF1267;                    North         East    Units  Estimated Accuracy
 TF1267;SPC ND N     -   122,810.      490,870.      MT  (+/- 180 meters Scaled)
 TF1267
 TF1267                          SUPERSEDED SURVEY CONTROL
 TF1267
 TF1267  NGVD 29 (??/??/92)  640.579  (m)         2101.63   (f) ADJ UNCH    2 0
 TF1267
 TF1267.Superseded values are not recommended for survey control.
 TF1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1267.See file dsdata.txt to determine how the superseded data were derived.
 TF1267
 TF1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU792311(NAD 83)
 TF1267_MARKER: DB = BENCH MARK DISK
 TF1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1267_STAMPING: H 243 1963
 TF1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1267+STABILITY: SURFACE MOTION
 TF1267
 TF1267  HISTORY     - Date     Condition        Report By
 TF1267  HISTORY     - 1963     MONUMENTED       CGS
 TF1267
 TF1267                          STATION DESCRIPTION
 TF1267
 TF1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1267'5.5 MI N FROM PLAZA.
 TF1267'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1267'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1267'5.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 89 FEET SOUTHEAST OF THE
 TF1267'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 68 FEET SOUTH OF THE
 TF1267'CENTERLINE OF THE EAST-WEST ROAD, 54 FEET EAST OF THE CENTERLINE OF
 TF1267'THE NORTH-SOUTH ROAD, 4 FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF A
 TF1267'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 TF1267'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT, S 11,
 TF1267'R 88 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0702 ***********************************************************************
 TG0702  DESIGNATION -  H 244
 TG0702  PID         -  TG0702
 TG0702  STATE/COUNTY-  ND/MOUNTRAIL
 TG0702  USGS QUAD   -  EPWORTH (1981)
 TG0702
 TG0702                         *CURRENT SURVEY CONTROL
 TG0702  ___________________________________________________________________
 TG0702* NAD 83(1986)-  48 01 22.     (N)    102 10 20.     (W)     SCALED    
 TG0702* NAVD 88     -       598.538  (meters)    1963.70   (feet)  ADJUSTED  
 TG0702  ___________________________________________________________________
 TG0702  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TG0702  DYNAMIC HT  -         598.629 (meters)    1964.00  (feet)  COMP
 TG0702  MODELED GRAV-     980,743.6   (mgal)                       NAVD 88
 TG0702
 TG0702  VERT ORDER  -  SECOND    CLASS 0
 TG0702
 TG0702.The horizontal coordinates were scaled from a topographic map and have
 TG0702.an estimated accuracy of +/- 6 seconds.
 TG0702
 TG0702.The orthometric height was determined by differential leveling
 TG0702.and adjusted by the National Geodetic Survey in June 1991..
 TG0702
 TG0702.The geoid height was determined by GEOID03.
 TG0702
 TG0702.The dynamic height is computed by dividing the NAVD 88
 TG0702.geopotential number by the normal gravity value computed on the
 TG0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0702.degrees latitude (g = 980.6199 gals.).
 TG0702
 TG0702.The modeled gravity was interpolated from observed gravity values.
 TG0702
 TG0702;                    North         East    Units  Estimated Accuracy
 TG0702;SPC ND N     -   115,070.      475,280.      MT  (+/- 180 meters Scaled)
 TG0702
 TG0702                          SUPERSEDED SURVEY CONTROL
 TG0702
 TG0702  NGVD 29 (??/??/92)  598.114  (m)         1962.31   (f) ADJ UNCH    2 0
 TG0702
 TG0702.Superseded values are not recommended for survey control.
 TG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0702.See file dsdata.txt to determine how the superseded data were derived.
 TG0702
 TG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP108227(NAD 83)
 TG0702_MARKER: DB = BENCH MARK DISK
 TG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0702_STAMPING: H 244 1963
 TG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0702+STABILITY: SURFACE MOTION
 TG0702
 TG0702  HISTORY     - Date     Condition        Report By
 TG0702  HISTORY     - 1963     MONUMENTED       CGS
 TG0702
 TG0702                          STATION DESCRIPTION
 TG0702
 TG0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0702'7.2 MI NW FROM PARSHALL.
 TG0702'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0702'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0702'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES WEST ALONG
 TG0702'A GRAVELED COUNTY ROAD, 124.0 FEET SOUTHWEST OF THE CENTER OF THE
 TG0702'T-JUNCTION OF A ROAD LEADING SOUTH, 82.0 FEET SOUTH OF THE CENTERLINE
 TG0702'OF THE ROAD, 100.0 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TG0702'SOUTH, 3.4 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS
 TG0702'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0702'PROJECTING 0.8 FOOT, S 3, R 90 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0662 ***********************************************************************
 TG0662  DESIGNATION -  H 245
 TG0662  PID         -  TG0662
 TG0662  STATE/COUNTY-  ND/MOUNTRAIL
 TG0662  USGS QUAD   -  PALERMO (1981)
 TG0662
 TG0662                         *CURRENT SURVEY CONTROL
 TG0662  ___________________________________________________________________
 TG0662* NAD 83(1986)-  48 16 10.     (N)    102 13 29.     (W)     SCALED    
 TG0662* NAVD 88     -       680.700  (meters)    2233.26   (feet)  ADJUSTED  
 TG0662  ___________________________________________________________________
 TG0662  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0662  DYNAMIC HT  -         680.806 (meters)    2233.61  (feet)  COMP
 TG0662  MODELED GRAV-     980,743.1   (mgal)                       NAVD 88
 TG0662
 TG0662  VERT ORDER  -  SECOND    CLASS 0
 TG0662
 TG0662.The horizontal coordinates were scaled from a topographic map and have
 TG0662.an estimated accuracy of +/- 6 seconds.
 TG0662
 TG0662.The orthometric height was determined by differential leveling
 TG0662.and adjusted by the National Geodetic Survey in June 1991..
 TG0662
 TG0662.The geoid height was determined by GEOID03.
 TG0662
 TG0662.The dynamic height is computed by dividing the NAVD 88
 TG0662.geopotential number by the normal gravity value computed on the
 TG0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0662.degrees latitude (g = 980.6199 gals.).
 TG0662
 TG0662.The modeled gravity was interpolated from observed gravity values.
 TG0662
 TG0662;                    North         East    Units  Estimated Accuracy
 TG0662;SPC ND N     -   142,570.      471,980.      MT  (+/- 180 meters Scaled)
 TG0662
 TG0662                          SUPERSEDED SURVEY CONTROL
 TG0662
 TG0662  NGVD 29 (??/??/92)  680.250  (m)         2231.79   (f) ADJ UNCH    2 0
 TG0662
 TG0662.Superseded values are not recommended for survey control.
 TG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0662.See file dsdata.txt to determine how the superseded data were derived.
 TG0662
 TG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP059499(NAD 83)
 TG0662_MARKER: DB = BENCH MARK DISK
 TG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0662_STAMPING: H 245 1963
 TG0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0662+STABILITY: SURFACE MOTION
 TG0662
 TG0662  HISTORY     - Date     Condition        Report By
 TG0662  HISTORY     - 1963     MONUMENTED       CGS
 TG0662  HISTORY     - 1981     MARK NOT FOUND   CGS
 TG0662
 TG0662                          STATION DESCRIPTION
 TG0662
 TG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0662'4.9 MI S FROM PALERMO.
 TG0662'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0662'AT PALERMO, THENCE 4.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, AT
 TG0662'THE CREST OF A SMALL HILL, 52.0 FEET WEST OF THE CENTERLINE OF THE
 TG0662'ROAD, 34.0 FEET NORTH OF THE CENTERLINE OF A FIELD TURNOUT, 4.5 FEET
 TG0662'SOUTH OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0662'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0662'PROJECTING 0.6 FOOT, S 10, R 90 W, T 155 N.
 TG0662
 TG0662                          STATION RECOVERY (1981)
 TG0662
 TG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 TG0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1288 ***********************************************************************
 TF1288  DESIGNATION -  H 246
 TF1288  PID         -  TF1288
 TF1288  STATE/COUNTY-  ND/WARD
 TF1288  USGS QUAD   -  PLAZA SE (1980)
 TF1288
 TF1288                         *CURRENT SURVEY CONTROL
 TF1288  ___________________________________________________________________
 TF1288* NAD 83(1986)-  48 04 00.     (N)    101 47 31.     (W)     SCALED    
 TF1288* NAVD 88     -       640.382  (meters)    2100.99   (feet)  ADJUSTED  
 TF1288  ___________________________________________________________________
 TF1288  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TF1288  DYNAMIC HT  -         640.474 (meters)    2101.29  (feet)  COMP
 TF1288  MODELED GRAV-     980,732.6   (mgal)                       NAVD 88
 TF1288
 TF1288  VERT ORDER  -  SECOND    CLASS 0
 TF1288
 TF1288.The horizontal coordinates were scaled from a topographic map and have
 TF1288.an estimated accuracy of +/- 6 seconds.
 TF1288
 TF1288.The orthometric height was determined by differential leveling
 TF1288.and adjusted by the National Geodetic Survey in June 1991..
 TF1288
 TF1288.The geoid height was determined by GEOID03.
 TF1288
 TF1288.The dynamic height is computed by dividing the NAVD 88
 TF1288.geopotential number by the normal gravity value computed on the
 TF1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1288.degrees latitude (g = 980.6199 gals.).
 TF1288
 TF1288.The modeled gravity was interpolated from observed gravity values.
 TF1288
 TF1288;                    North         East    Units  Estimated Accuracy
 TF1288;SPC ND N     -   119,400.      503,720.      MT  (+/- 180 meters Scaled)
 TF1288
 TF1288                          SUPERSEDED SURVEY CONTROL
 TF1288
 TF1288  NGVD 29 (??/??/92)  639.959  (m)         2099.60   (f) ADJ UNCH    2 0
 TF1288
 TF1288.Superseded values are not recommended for survey control.
 TF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1288.See file dsdata.txt to determine how the superseded data were derived.
 TF1288
 TF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU920274(NAD 83)
 TF1288_MARKER: DB = BENCH MARK DISK
 TF1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1288_STAMPING: H 246 1963
 TF1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1288+STABILITY: SURFACE MOTION
 TF1288
 TF1288  HISTORY     - Date     Condition        Report By
 TF1288  HISTORY     - 1963     MONUMENTED       CGS
 TF1288
 TF1288                          STATION DESCRIPTION
 TF1288
 TF1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1288'8.0 MI N FROM MAKOTI.
 TF1288'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1288'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1288'THENCE 3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 77.0 FEET
 TF1288'NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 74.0
 TF1288'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 11.0 FEET NORTH
 TF1288'OF THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 29.6 FEET EAST OF
 TF1288'A FENCE CORNER, 24.0 FEET SOUTHWEST ACROSS A FENCE FROM A POWER POLE,
 TF1288'3.6 FEET SOUTHEAST OF THE EAST END OF A WIRE GATE, 1.5 FEET WEST OF A
 TF1288'METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN
 TF1288'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 18, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0276 ***********************************************************************
 SO0276  DESIGNATION -  H 247
 SO0276  PID         -  SO0276
 SO0276  STATE/COUNTY-  ND/MCLEAN
 SO0276  USGS QUAD   -  PARSHALL SE (1967)
 SO0276
 SO0276                         *CURRENT SURVEY CONTROL
 SO0276  ___________________________________________________________________
 SO0276* NAD 83(1986)-  47 49 59.     (N)    102 06 29.     (W)     SCALED    
 SO0276* NAVD 88     -       655.298  (meters)    2149.92   (feet)  ADJUSTED  
 SO0276  ___________________________________________________________________
 SO0276  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SO0276  DYNAMIC HT  -         655.381 (meters)    2150.20  (feet)  COMP
 SO0276  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 SO0276
 SO0276  VERT ORDER  -  SECOND    CLASS 0
 SO0276
 SO0276.The horizontal coordinates were scaled from a topographic map and have
 SO0276.an estimated accuracy of +/- 6 seconds.
 SO0276
 SO0276.The orthometric height was determined by differential leveling
 SO0276.and adjusted by the National Geodetic Survey in June 1991..
 SO0276
 SO0276.The geoid height was determined by GEOID03.
 SO0276
 SO0276.The dynamic height is computed by dividing the NAVD 88
 SO0276.geopotential number by the normal gravity value computed on the
 SO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0276.degrees latitude (g = 980.6199 gals.).
 SO0276
 SO0276.The modeled gravity was interpolated from observed gravity values.
 SO0276
 SO0276;                    North         East    Units  Estimated Accuracy
 SO0276;SPC ND N     -    93,880.      479,630.      MT  (+/- 180 meters Scaled)
 SO0276
 SO0276                          SUPERSEDED SURVEY CONTROL
 SO0276
 SO0276  NGVD 29 (??/??/92)  654.867  (m)         2148.51   (f) ADJ UNCH    2 0
 SO0276
 SO0276.Superseded values are not recommended for survey control.
 SO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0276.See file dsdata.txt to determine how the superseded data were derived.
 SO0276
 SO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP164017(NAD 83)
 SO0276_MARKER: DB = BENCH MARK DISK
 SO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0276_STAMPING: H 247 1963
 SO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0276+STABILITY: SURFACE MOTION
 SO0276
 SO0276  HISTORY     - Date     Condition        Report By
 SO0276  HISTORY     - 1963     MONUMENTED       CGS
 SO0276
 SO0276                          STATION DESCRIPTION
 SO0276
 SO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0276'9.0 MI NW FROM RAUB.
 SO0276'ABOUT 6.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0276'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, THENCE 3.0 MILES WEST ALONG
 SO0276'A GRAVELED COUNTY ROAD, 68.0 FEET NORTHWEST OF THE CENTER OF THE
 SO0276'INTERSECTION OF A NORTH-SOUTH ROAD, 58.0 FEET NORTH OF THE CENTERLINE
 SO0276'OF THE GRAVELED ROAD, 34.0 FEET WEST OF THE CENTERLINE OF THE
 SO0276'NORTH-SOUTH ROAD, 5.6 FEET SOUTHWEST OF A TELEPHONE POLE BRACED BY A
 SO0276'GUY WIRE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 SO0276'THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0276'PROJECTING 0.6 FOOT, S 6, R 89 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1208 ***********************************************************************
 SN1208  DESIGNATION -  H 248
 SN1208  PID         -  SN1208
 SN1208  STATE/COUNTY-  ND/MCLEAN
 SN1208  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1208
 SN1208                         *CURRENT SURVEY CONTROL
 SN1208  ___________________________________________________________________
 SN1208* NAD 83(1986)-  47 41 19.     (N)    101 48 26.     (W)     SCALED    
 SN1208* NAVD 88     -       617.966  (meters)    2027.44   (feet)  ADJUSTED  
 SN1208  ___________________________________________________________________
 SN1208  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 SN1208  DYNAMIC HT  -         618.029 (meters)    2027.65  (feet)  COMP
 SN1208  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 SN1208
 SN1208  VERT ORDER  -  SECOND    CLASS 0
 SN1208
 SN1208.The horizontal coordinates were scaled from a topographic map and have
 SN1208.an estimated accuracy of +/- 6 seconds.
 SN1208
 SN1208.The orthometric height was determined by differential leveling
 SN1208.and adjusted by the National Geodetic Survey in June 1991..
 SN1208
 SN1208.The geoid height was determined by GEOID03.
 SN1208
 SN1208.The dynamic height is computed by dividing the NAVD 88
 SN1208.geopotential number by the normal gravity value computed on the
 SN1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1208.degrees latitude (g = 980.6199 gals.).
 SN1208
 SN1208.The modeled gravity was interpolated from observed gravity values.
 SN1208
 SN1208;                    North         East    Units  Estimated Accuracy
 SN1208;SPC ND N     -    77,390.      501,870.      MT  (+/- 180 meters Scaled)
 SN1208
 SN1208                          SUPERSEDED SURVEY CONTROL
 SN1208
 SN1208  NGVD 29 (??/??/92)  617.543  (m)         2026.06   (f) ADJ UNCH    2 0
 SN1208
 SN1208.Superseded values are not recommended for survey control.
 SN1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1208.See file dsdata.txt to determine how the superseded data were derived.
 SN1208
 SN1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT893855(NAD 83)
 SN1208_MARKER: DB = BENCH MARK DISK
 SN1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1208_STAMPING: H 248 1963
 SN1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1208+STABILITY: SURFACE MOTION
 SN1208
 SN1208  HISTORY     - Date     Condition        Report By
 SN1208  HISTORY     - 1963     MONUMENTED       CGS
 SN1208
 SN1208                          STATION DESCRIPTION
 SN1208
 SN1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1208'5.35 MI SE FROM ROSEGLEN.
 SN1208'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1208'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 SN1208'COUNTY ROAD, 53 FEET NORTHEAST OF THE T-JUNCTION OF A ROAD LEADING
 SN1208'WEST, 45 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 22 FEET
 SN1208'NORTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 2.3 FEET
 SN1208'WEST OF A T-FENCE CORNER, 18.0 FEET SOUTH OF A POWER POLE, 1.5 FEET
 SN1208'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD,
 SN1208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 27, R 87
 SN1208'W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0170 ***********************************************************************
 SN0170  DESIGNATION -  H 249
 SN0170  PID         -  SN0170
 SN0170  STATE/COUNTY-  ND/MCLEAN
 SN0170  USGS QUAD   -  TURTLE CREEK NW (1980)
 SN0170
 SN0170                         *CURRENT SURVEY CONTROL
 SN0170  ___________________________________________________________________
 SN0170* NAD 83(1986)-  47 27 31.     (N)    100 59 37.     (W)     SCALED    
 SN0170* NAVD 88     -       606.428  (meters)    1989.59   (feet)  ADJUSTED  
 SN0170  ___________________________________________________________________
 SN0170  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SN0170  DYNAMIC HT  -         606.481 (meters)    1989.76  (feet)  COMP
 SN0170  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SN0170
 SN0170  VERT ORDER  -  SECOND    CLASS 0
 SN0170
 SN0170.The horizontal coordinates were scaled from a topographic map and have
 SN0170.an estimated accuracy of +/- 6 seconds.
 SN0170
 SN0170.The orthometric height was determined by differential leveling
 SN0170.and adjusted by the National Geodetic Survey in June 1991..
 SN0170
 SN0170.The geoid height was determined by GEOID03.
 SN0170
 SN0170.The dynamic height is computed by dividing the NAVD 88
 SN0170.geopotential number by the normal gravity value computed on the
 SN0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0170.degrees latitude (g = 980.6199 gals.).
 SN0170
 SN0170.The modeled gravity was interpolated from observed gravity values.
 SN0170
 SN0170;                    North         East    Units  Estimated Accuracy
 SN0170;SPC ND N     -    51,110.      562,780.      MT  (+/- 180 meters Scaled)
 SN0170
 SN0170                          SUPERSEDED SURVEY CONTROL
 SN0170
 SN0170  NGVD 29 (??/??/92)  606.022  (m)         1988.26   (f) ADJ UNCH    2 0
 SN0170
 SN0170.Superseded values are not recommended for survey control.
 SN0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0170.See file dsdata.txt to determine how the superseded data were derived.
 SN0170
 SN0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT497580(NAD 83)
 SN0170_MARKER: DB = BENCH MARK DISK
 SN0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0170_STAMPING: H 249 1963
 SN0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0170+STABILITY: SURFACE MOTION
 SN0170
 SN0170  HISTORY     - Date     Condition        Report By
 SN0170  HISTORY     - 1963     MONUMENTED       CGS
 SN0170
 SN0170                          STATION DESCRIPTION
 SN0170
 SN0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN0170'6.8 MI E FROM UNDERWOOD.
 SN0170'ABOUT 6.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE RAILROAD STATION
 SN0170'AT UNDERWOOD, 110 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 SN0170'A NORTH-SOUTH ROAD, 102 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SN0170'39 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 4 FEET EAST OF
 SN0170'A POWER POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SN0170'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN0170'PROJECTING 0.6 FOOT.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 SN0170'0.4 MILE SOUTH ALONG MAIN STREET FROM THE RAILWAY STATION AT TURTLE
 SN0170'LAKE, THENCE 3.8 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 4.0
 SN0170'MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE WEST ALONG
 SN0170'STATE HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1260 ***********************************************************************
 TF1260  DESIGNATION -  H 250
 TF1260  PID         -  TF1260
 TF1260  STATE/COUNTY-  ND/MOUNTRAIL
 TF1260  USGS QUAD   -  PLAZA NW (1981)
 TF1260
 TF1260                         *CURRENT SURVEY CONTROL
 TF1260  ___________________________________________________________________
 TF1260* NAD 83(1986)-  48 10 57.     (N)    101 57 57.     (W)     SCALED    
 TF1260* NAVD 88     -       640.241  (meters)    2100.52   (feet)  ADJUSTED  
 TF1260  ___________________________________________________________________
 TF1260  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 TF1260  DYNAMIC HT  -         640.338 (meters)    2100.84  (feet)  COMP
 TF1260  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 TF1260
 TF1260  VERT ORDER  -  SECOND    CLASS 0
 TF1260
 TF1260.The horizontal coordinates were scaled from a topographic map and have
 TF1260.an estimated accuracy of +/- 6 seconds.
 TF1260
 TF1260.The orthometric height was determined by differential leveling
 TF1260.and adjusted by the National Geodetic Survey in June 1991..
 TF1260
 TF1260.The geoid height was determined by GEOID03.
 TF1260
 TF1260.The dynamic height is computed by dividing the NAVD 88
 TF1260.geopotential number by the normal gravity value computed on the
 TF1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1260.degrees latitude (g = 980.6199 gals.).
 TF1260
 TF1260.The modeled gravity was interpolated from observed gravity values.
 TF1260
 TF1260;                    North         East    Units  Estimated Accuracy
 TF1260;SPC ND N     -   132,510.      491,010.      MT  (+/- 180 meters Scaled)
 TF1260
 TF1260                          SUPERSEDED SURVEY CONTROL
 TF1260
 TF1260  NGVD 29 (??/??/92)  639.806  (m)         2099.10   (f) ADJ UNCH    2 0
 TF1260
 TF1260.Superseded values are not recommended for survey control.
 TF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1260.See file dsdata.txt to determine how the superseded data were derived.
 TF1260
 TF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU795408(NAD 83)
 TF1260_MARKER: DB = BENCH MARK DISK
 TF1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1260_STAMPING: H 250 1963
 TF1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1260+STABILITY: SURFACE MOTION
 TF1260
 TF1260  HISTORY     - Date     Condition        Report By
 TF1260  HISTORY     - 1963     MONUMENTED       CGS
 TF1260
 TF1260                          STATION DESCRIPTION
 TF1260
 TF1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1260'11.5 MI N FROM PLAZA.
 TF1260'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1260'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1260'11.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 60 FEET SOUTHWEST OF
 TF1260'THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 48 FEET WEST OF
 TF1260'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE
 TF1260'CENTERLINE OF THE EAST-WEST ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 TF1260'POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TF1260'CONCRETE POST PROJECTING 0.6 FOOT, S 10, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0572 ***********************************************************************
 TG0572  DESIGNATION -  H 251
 TG0572  PID         -  TG0572
 TG0572  STATE/COUNTY-  ND/MOUNTRAIL
 TG0572  USGS QUAD   -  LOSTWOOD (1981)
 TG0572
 TG0572                         *CURRENT SURVEY CONTROL
 TG0572  ___________________________________________________________________
 TG0572* NAD 83(1986)-  48 29 17.     (N)    102 24 30.     (W)     SCALED    
 TG0572* NAVD 88     -       715.523  (meters)    2347.51   (feet)  ADJUSTED  
 TG0572  ___________________________________________________________________
 TG0572  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0572  DYNAMIC HT  -         715.642 (meters)    2347.90  (feet)  COMP
 TG0572  MODELED GRAV-     980,753.2   (mgal)                       NAVD 88
 TG0572
 TG0572  VERT ORDER  -  SECOND    CLASS 0
 TG0572
 TG0572.The horizontal coordinates were scaled from a topographic map and have
 TG0572.an estimated accuracy of +/- 6 seconds.
 TG0572
 TG0572.The orthometric height was determined by differential leveling
 TG0572.and adjusted by the National Geodetic Survey in June 1991..
 TG0572
 TG0572.The geoid height was determined by GEOID03.
 TG0572
 TG0572.The dynamic height is computed by dividing the NAVD 88
 TG0572.geopotential number by the normal gravity value computed on the
 TG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0572.degrees latitude (g = 980.6199 gals.).
 TG0572
 TG0572.The modeled gravity was interpolated from observed gravity values.
 TG0572
 TG0572;                    North         East    Units  Estimated Accuracy
 TG0572;SPC ND N     -   167,200.      458,960.      MT  (+/- 180 meters Scaled)
 TG0572
 TG0572                          SUPERSEDED SURVEY CONTROL
 TG0572
 TG0572  NGVD 29 (??/??/92)  715.076  (m)         2346.05   (f) ADJ UNCH    2 0
 TG0572
 TG0572.Superseded values are not recommended for survey control.
 TG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0572.See file dsdata.txt to determine how the superseded data were derived.
 TG0572
 TG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP914737(NAD 83)
 TG0572_MARKER: DB = BENCH MARK DISK
 TG0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0572_STAMPING: H 251 1963
 TG0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0572+STABILITY: SURFACE MOTION
 TG0572
 TG0572  HISTORY     - Date     Condition        Report By
 TG0572  HISTORY     - 1963     MONUMENTED       CGS
 TG0572
 TG0572                          STATION DESCRIPTION
 TG0572
 TG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0572'11.9 MI N FROM STANLEY.
 TG0572'ABOUT 11.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0572'STANLEY, 137 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVELED ROAD
 TG0572'LEADING EAST AND A DIRT ROAD LEADING WEST TO A SAND PIT, 98 FEET WEST
 TG0572'OF THE CENTERLINE OF THE HIGHWAY, 83 FEET SOUTHWEST OF THE SOUTH END
 TG0572'OF AN 18-INCH PIPE CULVERT UNDER THE ROAD LEADING WEST, 58 FEET SOUTH
 TG0572'OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE LINE, 1.6 FEET NORTH OF
 TG0572'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TG0572'OF A CONCRETE POST PROJECTING 6 INCHES, S 27, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1132 ***********************************************************************
 TG1132  DESIGNATION -  H 252
 TG1132  PID         -  TG1132
 TG1132  STATE/COUNTY-  ND/WILLIAMS
 TG1132  USGS QUAD   -  TEMPLE (1978)
 TG1132
 TG1132                         *CURRENT SURVEY CONTROL
 TG1132  ___________________________________________________________________
 TG1132* NAD 83(1986)-  48 23 16.     (N)    103 04 51.     (W)     SCALED    
 TG1132* NAVD 88     -       710.071  (meters)    2329.62   (feet)  ADJUSTED  
 TG1132  ___________________________________________________________________
 TG1132  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1132  DYNAMIC HT  -         710.170 (meters)    2329.95  (feet)  COMP
 TG1132  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 TG1132
 TG1132  VERT ORDER  -  FIRST     CLASS II
 TG1132
 TG1132.The horizontal coordinates were scaled from a topographic map and have
 TG1132.an estimated accuracy of +/- 6 seconds.
 TG1132
 TG1132.The orthometric height was determined by differential leveling
 TG1132.and adjusted by the National Geodetic Survey in June 1991..
 TG1132
 TG1132.The geoid height was determined by GEOID03.
 TG1132
 TG1132.The dynamic height is computed by dividing the NAVD 88
 TG1132.geopotential number by the normal gravity value computed on the
 TG1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1132.degrees latitude (g = 980.6199 gals.).
 TG1132
 TG1132.The modeled gravity was interpolated from observed gravity values.
 TG1132
 TG1132;                    North         East    Units  Estimated Accuracy
 TG1132;SPC ND N     -   157,500.      408,900.      MT  (+/- 180 meters Scaled)
 TG1132
 TG1132                          SUPERSEDED SURVEY CONTROL
 TG1132
 TG1132  NGVD 29 (??/??/92)  709.574  (m)         2327.99   (f) ADJ UNCH    1 2
 TG1132
 TG1132.Superseded values are not recommended for survey control.
 TG1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1132.See file dsdata.txt to determine how the superseded data were derived.
 TG1132
 TG1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP420611(NAD 83)
 TG1132_MARKER: DB = BENCH MARK DISK
 TG1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1132_STAMPING: H 252 1963
 TG1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1132+STABILITY: SURFACE MOTION
 TG1132
 TG1132  HISTORY     - Date     Condition        Report By
 TG1132  HISTORY     - 1963     MONUMENTED       CGS
 TG1132
 TG1132                          STATION DESCRIPTION
 TG1132
 TG1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG1132'6.8 MI W FROM TIOGA.
 TG1132'ABOUT 6.8 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1132'AT TIOGA, OR 5.1 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM
 TG1132'THE STATION AT RAY, ABOUT 1.1 MILES WEST OF THE RAILROAD STATION AT
 TG1132'TEMPLE, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 89, ON THE OUTSIDE OF A
 TG1132'LONG CURVE, 115.5 FEET NORTH OF THE CENTER OF THE CROSSING OF THE MORE
 TG1132'NORTHEASTERLY OF TWO DIRT ROADS, 65.6 FEET NORTHWEST OF THE NORTHWEST
 TG1132'RAIL, 45.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTHWEST
 TG1132'OF A TELEGRAPH POLE, IN LINE WITH A ROW OF POLES, 1.4 FEET NORTHEAST
 TG1132'OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK,
 TG1132'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 27, R 96
 TG1132'W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1314 ***********************************************************************
 TF1314  DESIGNATION -  H 253
 TF1314  PID         -  TF1314
 TF1314  STATE/COUNTY-  ND/WARD
 TF1314  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1314
 TF1314                         *CURRENT SURVEY CONTROL
 TF1314  ___________________________________________________________________
 TF1314* NAD 83(1986)-  48 03 07.     (N)    101 43 41.     (W)     SCALED    
 TF1314* NAVD 88     -       645.096  (meters)    2116.45   (feet)  ADJUSTED  
 TF1314  ___________________________________________________________________
 TF1314  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TF1314  DYNAMIC HT  -         645.186 (meters)    2116.75  (feet)  COMP
 TF1314  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 TF1314
 TF1314  VERT ORDER  -  SECOND    CLASS 0
 TF1314
 TF1314.The horizontal coordinates were scaled from a topographic map and have
 TF1314.an estimated accuracy of +/- 6 seconds.
 TF1314
 TF1314.The orthometric height was determined by differential leveling
 TF1314.and adjusted by the National Geodetic Survey in June 1991..
 TF1314
 TF1314.The geoid height was determined by GEOID03.
 TF1314
 TF1314.The dynamic height is computed by dividing the NAVD 88
 TF1314.geopotential number by the normal gravity value computed on the
 TF1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1314.degrees latitude (g = 980.6199 gals.).
 TF1314
 TF1314.The modeled gravity was interpolated from observed gravity values.
 TF1314
 TF1314;                    North         East    Units  Estimated Accuracy
 TF1314;SPC ND N     -   117,690.      508,460.      MT  (+/- 180 meters Scaled)
 TF1314
 TF1314                          SUPERSEDED SURVEY CONTROL
 TF1314
 TF1314  NGVD 29 (??/??/92)  644.677  (m)         2115.08   (f) ADJ UNCH    2 0
 TF1314
 TF1314.Superseded values are not recommended for survey control.
 TF1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1314.See file dsdata.txt to determine how the superseded data were derived.
 TF1314
 TF1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU967256(NAD 83)
 TF1314_MARKER: DB = BENCH MARK DISK
 TF1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1314_STAMPING: H 253 1963
 TF1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1314+STABILITY: SURFACE MOTION
 TF1314
 TF1314  HISTORY     - Date     Condition        Report By
 TF1314  HISTORY     - 1963     MONUMENTED       CGS
 TF1314
 TF1314                          STATION DESCRIPTION
 TF1314
 TF1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1314'10.0 MI NE FROM MAKOTI.
 TF1314'4.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1314'CROSSING AT MAKOTI, THENCE 0.7 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TF1314'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES
 TF1314'EAST ALONG A GRAVELED COUNTY ROAD, 90 FEET SOUTHWEST OF THE CENTER OF
 TF1314'THE T-JUNCTION OF A ROAD LEADING SOUTH, 79 FEET SOUTH OF THE
 TF1314'CENTERLINE OF THE EAST-WEST ROAD, 43 FEET WEST OF THE CENTERLINE OF
 TF1314'THE ROAD LEADING SOUTH, 9.5 FEET NORTHWEST OF A FENCE CORNER, 4.0 FEET
 TF1314'SOUTH OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 7
 TF1314'FEET ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 TF1314'CONCRETE POST PROJECTING 0.6 FOOT, S 28, R 86 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1215 ***********************************************************************
 TF1215  DESIGNATION -  H 254 RESET
 TF1215  PID         -  TF1215
 TF1215  STATE/COUNTY-  ND/WARD
 TF1215  USGS QUAD   -  CARPIO (1979)
 TF1215
 TF1215                         *CURRENT SURVEY CONTROL
 TF1215  ___________________________________________________________________
 TF1215* NAD 83(1986)-  48 24 57.     (N)    101 44 03.     (W)     SCALED    
 TF1215* NAVD 88     -       593.29   (+/-2cm)    1946.5    (feet)  VERTCON   
 TF1215  ___________________________________________________________________
 TF1215  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1215
 TF1215  VERT ORDER  -  THIRD (See Below)
 TF1215
 TF1215.The horizontal coordinates were scaled from a topographic map and have
 TF1215.an estimated accuracy of +/- 6 seconds.
 TF1215
 TF1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1215.The vertical order pertains to the NGVD 29 superseded value.
 TF1215
 TF1215.The geoid height was determined by GEOID03.
 TF1215
 TF1215;                    North         East    Units  Estimated Accuracy
 TF1215;SPC ND N     -   158,150.      508,650.      MT  (+/- 180 meters Scaled)
 TF1215
 TF1215                          SUPERSEDED SURVEY CONTROL
 TF1215
 TF1215  NGVD 29 (11/04/04)  592.89   (m)         1945.2    (f) RESET       3  
 TF1215
 TF1215.Superseded values are not recommended for survey control.
 TF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1215.See file dsdata.txt to determine how the superseded data were derived.
 TF1215
 TF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU976661(NAD 83)
 TF1215_MARKER: DB = BENCH MARK DISK
 TF1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1215_STAMPING: H 254 RESET 1966
 TF1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1215+STABILITY: SURFACE MOTION
 TF1215
 TF1215  HISTORY     - Date     Condition        Report By
 TF1215  HISTORY     - 1966     MONUMENTED       CGS
 TF1215
 TF1215                          STATION DESCRIPTION
 TF1215
 TF1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1215'2.5 MI S FROM CARPIO.
 TF1215'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1215'AT CARPIO, THENCE 2.25 MILES SOUTH ALONG STATE HIGHWAY 28, IN SECTION
 TF1215'14, R 86 W, T 157 N, IN THE NORTHEAST ANGLE OF A CROSSROAD, 100 FEET
 TF1215'EAST OF THE CENTER LINE OF STATE HIGHWAY 28, 103 FEET NORTH OF THE
 TF1215'CENTER OF A GRAVELED ROAD, 3.5 FEET SOUTHWEST OF A POWERLINE POLE, 2
 TF1215'FEET NORTH OF A METAL WITNESS POST, AND IS SET IN THE TOP OF A ROUND
 TF1215'CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1250 ***********************************************************************
 TE1250  DESIGNATION -  H 255
 TE1250  PID         -  TE1250
 TE1250  STATE/COUNTY-  ND/BENSON
 TE1250  USGS QUAD   -  LEEDS (1980)
 TE1250
 TE1250                         *CURRENT SURVEY CONTROL
 TE1250  ___________________________________________________________________
 TE1250* NAD 83(1986)-  48 17 36.     (N)    099 27 39.     (W)     SCALED    
 TE1250* NAVD 88     -       458.634  (meters)    1504.70   (feet)  ADJUSTED  
 TE1250  ___________________________________________________________________
 TE1250  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 TE1250  DYNAMIC HT  -         458.716 (meters)    1504.97  (feet)  COMP
 TE1250  MODELED GRAV-     980,776.3   (mgal)                       NAVD 88
 TE1250
 TE1250  VERT ORDER  -  FIRST     CLASS II
 TE1250
 TE1250.The horizontal coordinates were scaled from a topographic map and have
 TE1250.an estimated accuracy of +/- 6 seconds.
 TE1250
 TE1250.The orthometric height was determined by differential leveling
 TE1250.and adjusted by the National Geodetic Survey in June 1991..
 TE1250
 TE1250.The geoid height was determined by GEOID03.
 TE1250
 TE1250.The dynamic height is computed by dividing the NAVD 88
 TE1250.geopotential number by the normal gravity value computed on the
 TE1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1250.degrees latitude (g = 980.6199 gals.).
 TE1250
 TE1250.The modeled gravity was interpolated from observed gravity values.
 TE1250
 TE1250;                    North         East    Units  Estimated Accuracy
 TE1250;SPC ND N     -   144,320.      677,100.      MT  (+/- 180 meters Scaled)
 TE1250
 TE1250                          SUPERSEDED SURVEY CONTROL
 TE1250
 TE1250  NGVD 29 (??/??/92)  458.267  (m)         1503.50   (f) ADJ UNCH    1 2
 TE1250
 TE1250.Superseded values are not recommended for survey control.
 TE1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1250.See file dsdata.txt to determine how the superseded data were derived.
 TE1250
 TE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU658490(NAD 83)
 TE1250_MARKER: DB = BENCH MARK DISK
 TE1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1250_SP_SET: ABUTMENT
 TE1250_STAMPING: H 255 1963
 TE1250_MARK LOGO: CGS   
 TE1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1250
 TE1250  HISTORY     - Date     Condition        Report By
 TE1250  HISTORY     - 1963     MONUMENTED       CGS
 TE1250  HISTORY     - 1964     GOOD             NGS
 TE1250  HISTORY     - 1982     GOOD             NGS
 TE1250
 TE1250                          STATION DESCRIPTION
 TE1250
 TE1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1250'1.1 MI W FROM LEEDS.
 TE1250'ABOUT 1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1250'AT LEEDS, ABOUT 0.4 MILE EAST OF MILEPOST 117, ABOUT 5 1/2 39-FOOT
 TE1250'RAILS WEST OF THE CENTER OF A GRAVELED ROAD CROSSING, SET IN THE TOP
 TE1250'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT TO BRIDGE NO. 116-7,
 TE1250'5.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF
 TE1250'THE TRACK.
 TE1250
 TE1250                          STATION RECOVERY (1964)
 TE1250
 TE1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1250'RECOVERED IN GOOD CONDITION.
 TE1250
 TE1250                          STATION RECOVERY (1982)
 TE1250
 TE1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1250'RECOVERED THIS DATE, ALSO RAILROAD STATION HAS BEEN REMOVED,
 TE1250'1.8 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1250'TO THE LEEDS HIGH SCHOOL, THENCE NORTH ALONG A GRAVEL ROAD FOR
 TE1250'0.24 KM (0.15 MI), AND NEAR THE CROSSING OF THE BURLINGTON
 TE1250'NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1227 ***********************************************************************
 TE1227  DESIGNATION -  H 256
 TE1227  PID         -  TE1227
 TE1227  STATE/COUNTY-  ND/RAMSEY
 TE1227  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1227
 TE1227                         *CURRENT SURVEY CONTROL
 TE1227  ___________________________________________________________________
 TE1227* NAD 83(1986)-  48 15 51.     (N)    099 11 04.     (W)     SCALED    
 TE1227* NAVD 88     -       442.021  (meters)    1450.20   (feet)  ADJUSTED  
 TE1227  ___________________________________________________________________
 TE1227  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 TE1227  DYNAMIC HT  -         442.101 (meters)    1450.46  (feet)  COMP
 TE1227  MODELED GRAV-     980,779.3   (mgal)                       NAVD 88
 TE1227
 TE1227  VERT ORDER  -  FIRST     CLASS II
 TE1227
 TE1227.The horizontal coordinates were scaled from a topographic map and have
 TE1227.an estimated accuracy of +/- 6 seconds.
 TE1227
 TE1227.The orthometric height was determined by differential leveling
 TE1227.and adjusted by the National Geodetic Survey in June 1991..
 TE1227
 TE1227.The geoid height was determined by GEOID03.
 TE1227
 TE1227.The dynamic height is computed by dividing the NAVD 88
 TE1227.geopotential number by the normal gravity value computed on the
 TE1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1227.degrees latitude (g = 980.6199 gals.).
 TE1227
 TE1227.The modeled gravity was interpolated from observed gravity values.
 TE1227
 TE1227;                    North         East    Units  Estimated Accuracy
 TE1227;SPC ND N     -   141,390.      697,660.      MT  (+/- 180 meters Scaled)
 TE1227
 TE1227                          SUPERSEDED SURVEY CONTROL
 TE1227
 TE1227  NGVD 29 (??/??/92)  441.652  (m)         1448.99   (f) ADJ UNCH    1 2
 TE1227
 TE1227.Superseded values are not recommended for survey control.
 TE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1227.See file dsdata.txt to determine how the superseded data were derived.
 TE1227
 TE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU863456(NAD 83)
 TE1227_MARKER: DB = BENCH MARK DISK
 TE1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1227_SP_SET: CULVERT
 TE1227_STAMPING: H 256 1963
 TE1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1227
 TE1227  HISTORY     - Date     Condition        Report By
 TE1227  HISTORY     - 1963     MONUMENTED       CGS
 TE1227  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1227
 TE1227                          STATION DESCRIPTION
 TE1227
 TE1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1227'0.5 MI SE FROM CHURCHES FERRY.
 TE1227'ABOUT 0.5 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1227'STATION AT CHURCHES FERRY, IN S 7, R 66 W, T 155 N, ABOUT 0.3 MILE
 TE1227'SOUTHEAST OF MILEPOST 104, AT THE NORTH CORNER OF A 75-FOOT WOODEN
 TE1227'TRESTLE NO. 103.6, SET IN THE TOP OF THE SOUTHEAST END OF THE
 TE1227'NORTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT UNDER THE TRACK,
 TE1227'12.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.5 FOOT NORTHWEST OF THE
 TE1227'SOUTHEAST END OF THE HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 TE1227'TRACK.
 TE1227
 TE1227                          STATION RECOVERY (1982)
 TE1227
 TE1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1227'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0668 ***********************************************************************
 TE0668  DESIGNATION -  H 257
 TE0668  PID         -  TE0668
 TE0668  STATE/COUNTY-  ND/RAMSEY
 TE0668  USGS QUAD   -  DOYON (1971)
 TE0668
 TE0668                         *CURRENT SURVEY CONTROL
 TE0668  ___________________________________________________________________
 TE0668* NAD 83(1986)-  48 03 22.     (N)    098 33 06.     (W)     SCALED    
 TE0668* NAVD 88     -       459.245  (meters)    1506.71   (feet)  ADJUSTED  
 TE0668  ___________________________________________________________________
 TE0668  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 TE0668  DYNAMIC HT  -         459.318 (meters)    1506.95  (feet)  COMP
 TE0668  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 TE0668
 TE0668  VERT ORDER  -  FIRST     CLASS II
 TE0668
 TE0668.The horizontal coordinates were scaled from a topographic map and have
 TE0668.an estimated accuracy of +/- 6 seconds.
 TE0668
 TE0668.The orthometric height was determined by differential leveling
 TE0668.and adjusted by the National Geodetic Survey in June 1991..
 TE0668
 TE0668.The geoid height was determined by GEOID03.
 TE0668
 TE0668.The dynamic height is computed by dividing the NAVD 88
 TE0668.geopotential number by the normal gravity value computed on the
 TE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0668.degrees latitude (g = 980.6199 gals.).
 TE0668
 TE0668.The modeled gravity was interpolated from observed gravity values.
 TE0668
 TE0668;                    North         East    Units  Estimated Accuracy
 TE0668;SPC ND N     -   119,260.      745,210.      MT  (+/- 180 meters Scaled)
 TE0668
 TE0668                          SUPERSEDED SURVEY CONTROL
 TE0668
 TE0668  NGVD 29 (??/??/92)  458.862  (m)         1505.45   (f) ADJ UNCH    1 2
 TE0668
 TE0668.Superseded values are not recommended for survey control.
 TE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0668.See file dsdata.txt to determine how the superseded data were derived.
 TE0668
 TE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU334226(NAD 83)
 TE0668_MARKER: DB = BENCH MARK DISK
 TE0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0668_STAMPING: H 257 1963
 TE0668_MARK LOGO: CGS   
 TE0668_PROJECTION: FLUSH
 TE0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0668+STABILITY: SURFACE MOTION
 TE0668
 TE0668  HISTORY     - Date     Condition        Report By
 TE0668  HISTORY     - 1963     MONUMENTED       CGS
 TE0668  HISTORY     - 1982     GOOD             NGS
 TE0668
 TE0668                          STATION DESCRIPTION
 TE0668
 TE0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0668'4.2 MI E FROM CRARY.
 TE0668'ABOUT 4.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0668'AT CRARY, IN S 19, R 61 W, T 153 N, ABOUT 0.7 MILE WEST OF THE STATION
 TE0668'AT DOYON, ABOUT 0.3 MILE WEST OF MILEPOST 70, 133.5 FEET SOUTHEAST OF
 TE0668'THE CENTER OF A GRAVELED ROAD CROSSING, 94.6 FEET SOUTH OF THE SOUTH
 TE0668'RAIL, 79 FEET EAST OF THE CENTERLINE OF THE ROAD, 19.5 FEET NORTHWEST
 TE0668'OF A TELEPHONE POLE, 13.5 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD
 TE0668'ALONG THE SOUTH SIDE OF THE TRACK, 2.0 FEET NORTH OF A FENCE, 1.4 FEET
 TE0668'EAST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE
 TE0668'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TE0668
 TE0668                          STATION RECOVERY (1982)
 TE0668
 TE0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0668'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0668'16.85 KM (10.4 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE0668'COUNTY ROAD 1 IN LAKOTA, THENCE 0.7 KM (0.45 MI) NORTH ALONG A GRAVEL
 TE0668'ROAD TO THE RAILROAD CROSSING AND ALSO ABOUT 1.6 KM (1.0 MI) NORTHWEST
 TE0668'ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE SMALL TOWN OF DOYON,
 TE0668'40.5 METERS (133.0 FT) SOUTHEAST OF THE CROSSING, 28.7 METERS (94.5
 TE0668'FT) SOUTH OF THE SOUTH RAIL, AND 24.0 METERS (79.0 FT) EAST OF THE
 TE0668'CENTER OF THE GRAVEL ROAD.
 TE0668'THE MARK IS 0.42 METERS  E FROM A WITNESS POST.
 TE0668'THE MARK IS 3.0 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0344 ***********************************************************************
 TE0344  DESIGNATION -  H 258
 TE0344  PID         -  TE0344
 TE0344  STATE/COUNTY-  ND/NELSON
 TE0344  USGS QUAD   -  BROCKET (1971)
 TE0344
 TE0344                         *CURRENT SURVEY CONTROL
 TE0344  ___________________________________________________________________
 TE0344* NAD 83(1986)-  48 11 40.     (N)    098 21 24.     (W)     SCALED    
 TE0344* NAVD 88     -       459.615  (meters)    1507.92   (feet)  ADJUSTED  
 TE0344  ___________________________________________________________________
 TE0344  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0344  DYNAMIC HT  -         459.696 (meters)    1508.19  (feet)  COMP
 TE0344  MODELED GRAV-     980,774.7   (mgal)                       NAVD 88
 TE0344
 TE0344  VERT ORDER  -  SECOND    CLASS 0
 TE0344
 TE0344.The horizontal coordinates were scaled from a topographic map and have
 TE0344.an estimated accuracy of +/- 6 seconds.
 TE0344
 TE0344.The orthometric height was determined by differential leveling
 TE0344.and adjusted by the National Geodetic Survey in June 1991..
 TE0344
 TE0344.The geoid height was determined by GEOID03.
 TE0344
 TE0344.The dynamic height is computed by dividing the NAVD 88
 TE0344.geopotential number by the normal gravity value computed on the
 TE0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0344.degrees latitude (g = 980.6199 gals.).
 TE0344
 TE0344.The modeled gravity was interpolated from observed gravity values.
 TE0344
 TE0344;                    North         East    Units  Estimated Accuracy
 TE0344;SPC ND N     -   135,020.      759,320.      MT  (+/- 180 meters Scaled)
 TE0344
 TE0344                          SUPERSEDED SURVEY CONTROL
 TE0344
 TE0344  NGVD 29 (??/??/92)  459.238  (m)         1506.68   (f) ADJ UNCH    2 0
 TE0344
 TE0344.Superseded values are not recommended for survey control.
 TE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0344.See file dsdata.txt to determine how the superseded data were derived.
 TE0344
 TE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478381(NAD 83)
 TE0344_MARKER: DB = BENCH MARK DISK
 TE0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0344_STAMPING: H 258 1963
 TE0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0344+STABILITY: SURFACE MOTION
 TE0344
 TE0344  HISTORY     - Date     Condition        Report By
 TE0344  HISTORY     - 1963     MONUMENTED       CGS
 TE0344
 TE0344                          STATION DESCRIPTION
 TE0344
 TE0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0344'1.2 MI S FROM BROCKET.
 TE0344'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0344'BROCKET, IN S 3, R 60 W, T 154 N, ABOUT 0.2 MILE SOUTH OF MILEPOST 11,
 TE0344'BETWEEN THE TRACK AND A GRAVELED ROAD THAT PARALLELS THE TRACK ON THE
 TE0344'WEST SIDE, 163 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A DIRT
 TE0344'ROAD THAT FOLLOWS THE RAMSEY-NELSON COUNTY LINE, 162 FEET SOUTHEAST OF
 TE0344'THE INTERSECTION OF THE ROADS, 45.6 FEET WEST OF THE WEST RAIL, 46
 TE0344'FEET EAST OF THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH OF A TELEGRAPH
 TE0344'POLE, 2.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE
 TE0344'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0344'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0928 ***********************************************************************
 TE0928  DESIGNATION -  H 259
 TE0928  PID         -  TE0928
 TE0928  STATE/COUNTY-  ND/RAMSEY
 TE0928  USGS QUAD   -  ALSEN SE (1970)
 TE0928
 TE0928                         *CURRENT SURVEY CONTROL
 TE0928  ___________________________________________________________________
 TE0928* NAD 83(1986)-  48 30 21.     (N)    098 36 01.     (W)     SCALED    
 TE0928* NAVD 88     -       471.650  (meters)    1547.40   (feet)  ADJUSTED  
 TE0928  ___________________________________________________________________
 TE0928  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0928  DYNAMIC HT  -         471.742 (meters)    1547.71  (feet)  COMP
 TE0928  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TE0928
 TE0928  VERT ORDER  -  SECOND    CLASS 0
 TE0928
 TE0928.The horizontal coordinates were scaled from a topographic map and have
 TE0928.an estimated accuracy of +/- 6 seconds.
 TE0928
 TE0928.The orthometric height was determined by differential leveling
 TE0928.and adjusted by the National Geodetic Survey in June 1991..
 TE0928
 TE0928.The geoid height was determined by GEOID03.
 TE0928
 TE0928.The dynamic height is computed by dividing the NAVD 88
 TE0928.geopotential number by the normal gravity value computed on the
 TE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0928.degrees latitude (g = 980.6199 gals.).
 TE0928
 TE0928.The modeled gravity was interpolated from observed gravity values.
 TE0928
 TE0928;                    North         East    Units  Estimated Accuracy
 TE0928;SPC ND N     -   169,160.      740,360.      MT  (+/- 180 meters Scaled)
 TE0928
 TE0928                          SUPERSEDED SURVEY CONTROL
 TE0928
 TE0928  NGVD 29 (??/??/92)  471.262  (m)         1546.13   (f) ADJ UNCH    2 0
 TE0928
 TE0928.Superseded values are not recommended for survey control.
 TE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0928.See file dsdata.txt to determine how the superseded data were derived.
 TE0928
 TE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU295726(NAD 83)
 TE0928_MARKER: DB = BENCH MARK DISK
 TE0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0928_STAMPING: H 259 1963
 TE0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0928+STABILITY: SURFACE MOTION
 TE0928
 TE0928  HISTORY     - Date     Condition        Report By
 TE0928  HISTORY     - 1963     MONUMENTED       CGS
 TE0928  HISTORY     - 1964     GOOD             NGS
 TE0928
 TE0928                          STATION DESCRIPTION
 TE0928
 TE0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0928'2.7 MI NW FROM DERRICK.
 TE0928'ABOUT 2.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0928'STATION AT DERRICK, IN S 13, R 62 W, T 158 N, ABOUT 0.3 MILE NORTHWEST
 TE0928'OF MILEPOST 36, 75.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 TE0928'ROAD CROSSING, 42.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 3.5 FEET
 TE0928'NORTHWEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 2.1
 TE0928'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0928'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0928'INCHES.
 TE0928
 TE0928                          STATION RECOVERY (1964)
 TE0928
 TE0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0080 ***********************************************************************
 RQ0080  DESIGNATION -  H 26
 RQ0080  PID         -  RQ0080
 RQ0080  STATE/COUNTY-  ND/DICKEY
 RQ0080  USGS QUAD   -  OAKES SE (1955)
 RQ0080
 RQ0080                         *CURRENT SURVEY CONTROL
 RQ0080  ___________________________________________________________________
 RQ0080* NAD 83(1986)-  46 06 34.     (N)    098 05 55.     (W)     SCALED    
 RQ0080* NAVD 88     -       397.080  (meters)    1302.75   (feet)  ADJUSTED  
 RQ0080  ___________________________________________________________________
 RQ0080  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RQ0080  DYNAMIC HT  -         397.070 (meters)    1302.72  (feet)  COMP
 RQ0080  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 RQ0080
 RQ0080  VERT ORDER  -  FIRST     CLASS II
 RQ0080
 RQ0080.The horizontal coordinates were scaled from a topographic map and have
 RQ0080.an estimated accuracy of +/- 6 seconds.
 RQ0080
 RQ0080.The orthometric height was determined by differential leveling
 RQ0080.and adjusted by the National Geodetic Survey in June 1991..
 RQ0080
 RQ0080.The geoid height was determined by GEOID03.
 RQ0080
 RQ0080.The dynamic height is computed by dividing the NAVD 88
 RQ0080.geopotential number by the normal gravity value computed on the
 RQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0080.degrees latitude (g = 980.6199 gals.).
 RQ0080
 RQ0080.The modeled gravity was interpolated from observed gravity values.
 RQ0080
 RQ0080;                    North         East    Units  Estimated Accuracy
 RQ0080;SPC ND S     -    52,060.      785,630.      MT  (+/- 180 meters Scaled)
 RQ0080
 RQ0080                          SUPERSEDED SURVEY CONTROL
 RQ0080
 RQ0080  NGVD 29 (??/??/92)  396.754  (m)         1301.68   (f) ADJ UNCH    1 2
 RQ0080
 RQ0080.Superseded values are not recommended for survey control.
 RQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0080.See file dsdata.txt to determine how the superseded data were derived.
 RQ0080
 RQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS696066(NAD 83)
 RQ0080_MARKER: DB = BENCH MARK DISK
 RQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0080_STAMPING: H 26 1934
 RQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0080+STABILITY: SURFACE MOTION
 RQ0080
 RQ0080  HISTORY     - Date     Condition        Report By
 RQ0080  HISTORY     - 1934     MONUMENTED       CGS
 RQ0080
 RQ0080                          STATION DESCRIPTION
 RQ0080
 RQ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0080'2.0 MI S FROM OAKES.
 RQ0080'2.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 RQ0080'CITY WATER WORKS AT OAKES, DICKEY COUNTY, ABOUT 4 POLES NORTH OF
 RQ0080'MILEPOST 133, AT A ROAD CROSSING, 40 FEET SOUTH OF THE CENTER LINE OF
 RQ0080'THE ROAD, 42 FEET EAST OF THE CENTER LINE OF THE TRACK, 3 FEET
 RQ0080'NORTHWEST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A
 RQ0080'STANDARD DISK, STAMPED H 26 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0080'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0330 ***********************************************************************
 TE0330  DESIGNATION -  H 260
 TE0330  PID         -  TE0330
 TE0330  STATE/COUNTY-  ND/RAMSEY
 TE0330  USGS QUAD   -  EDMORE SW (1972)
 TE0330
 TE0330                         *CURRENT SURVEY CONTROL
 TE0330  ___________________________________________________________________
 TE0330* NAD 83(1986)-  48 21 56.     (N)    098 22 57.     (W)     SCALED    
 TE0330* NAVD 88     -       465.351  (meters)    1526.74   (feet)  ADJUSTED  
 TE0330  ___________________________________________________________________
 TE0330  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0330  DYNAMIC HT  -         465.446 (meters)    1527.05  (feet)  COMP
 TE0330  MODELED GRAV-     980,800.5   (mgal)                       NAVD 88
 TE0330
 TE0330  VERT ORDER  -  SECOND    CLASS 0
 TE0330
 TE0330.The horizontal coordinates were scaled from a topographic map and have
 TE0330.an estimated accuracy of +/- 6 seconds.
 TE0330
 TE0330.The orthometric height was determined by differential leveling
 TE0330.and adjusted by the National Geodetic Survey in June 1991..
 TE0330
 TE0330.The geoid height was determined by GEOID03.
 TE0330
 TE0330.The dynamic height is computed by dividing the NAVD 88
 TE0330.geopotential number by the normal gravity value computed on the
 TE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0330.degrees latitude (g = 980.6199 gals.).
 TE0330
 TE0330.The modeled gravity was interpolated from observed gravity values.
 TE0330
 TE0330;                    North         East    Units  Estimated Accuracy
 TE0330;SPC ND N     -   153,980.      756,870.      MT  (+/- 180 meters Scaled)
 TE0330
 TE0330                          SUPERSEDED SURVEY CONTROL
 TE0330
 TE0330  NGVD 29 (??/??/92)  464.98   (m)         1525.5    (f) COMPUTED    2 0
 TE0330
 TE0330.Superseded values are not recommended for survey control.
 TE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0330.See file dsdata.txt to determine how the superseded data were derived.
 TE0330
 TE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU457571(NAD 83)
 TE0330_MARKER: DB = BENCH MARK DISK
 TE0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0330_STAMPING: H 260 1963
 TE0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0330+STABILITY: SURFACE MOTION
 TE0330
 TE0330  HISTORY     - Date     Condition        Report By
 TE0330  HISTORY     - 1963     MONUMENTED       CGS
 TE0330
 TE0330                          STATION DESCRIPTION
 TE0330
 TE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0330'4.7 MI N FROM LAWTON.
 TE0330'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE INTERSECTION OF
 TE0330'COUNTY ROADS 8 AND 15 AT LAWTON, IN S 5, R 60 W, T 156 N, ABOUT 0.4
 TE0330'MILE SOUTH OF A 25-FOOT CONCRETE BRIDGE, ON THE OUTSIDE AND ABOUT 0.1
 TE0330'MILE SOUTHEAST OF THE CENTER OF A CURVE IN THE HIGHWAY, 90 FEET
 TE0330'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET NORTH OF THE
 TE0330'CENTER OF A 4-FOOT HIGH HUMP BETWEEN TWO CULTIVATED FIELDS, 2.2 FEET
 TE0330'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0330'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE0330'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 3.7 MILES SOUTHEAST
 TE0330'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT EDMORE, THENCE
 TE0330'0.8 MILE EAST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH ALONG STATE
 TE0330'HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0376 ***********************************************************************
 SL0376  DESIGNATION -  H 261
 SL0376  PID         -  SL0376
 SL0376  STATE/COUNTY-  ND/GRAND FORKS
 SL0376  USGS QUAD   -  GRAND FORKS (1994)
 SL0376
 SL0376                         *CURRENT SURVEY CONTROL
 SL0376  ___________________________________________________________________
 SL0376* NAD 83(1986)-  47 55 07.     (N)    097 06 35.     (W)     SCALED    
 SL0376* NAVD 88     -       255.480  (meters)     838.19   (feet)  ADJUSTED  
 SL0376  ___________________________________________________________________
 SL0376  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 SL0376  DYNAMIC HT  -         255.528 (meters)     838.34  (feet)  COMP
 SL0376  MODELED GRAV-     980,790.3   (mgal)                       NAVD 88
 SL0376
 SL0376  VERT ORDER  -  FIRST     CLASS II
 SL0376
 SL0376.The horizontal coordinates were scaled from a topographic map and have
 SL0376.an estimated accuracy of +/- 6 seconds.
 SL0376
 SL0376.The orthometric height was determined by differential leveling
 SL0376.and adjusted by the National Geodetic Survey in June 1991..
 SL0376
 SL0376.The geoid height was determined by GEOID03.
 SL0376
 SL0376.The dynamic height is computed by dividing the NAVD 88
 SL0376.geopotential number by the normal gravity value computed on the
 SL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0376.degrees latitude (g = 980.6199 gals.).
 SL0376
 SL0376.The modeled gravity was interpolated from observed gravity values.
 SL0376
 SL0376;                    North         East    Units  Estimated Accuracy
 SL0376;SPC ND N     -   107,710.      853,300.      MT  (+/- 180 meters Scaled)
 SL0376
 SL0376                          SUPERSEDED SURVEY CONTROL
 SL0376
 SL0376  NGVD 29 (??/??/92)  255.139  (m)          837.07   (f) ADJ UNCH    1 2
 SL0376
 SL0376.Superseded values are not recommended for survey control.
 SL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0376.See file dsdata.txt to determine how the superseded data were derived.
 SL0376
 SL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU412089(NAD 83)
 SL0376_MARKER: DB = BENCH MARK DISK
 SL0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0376_STAMPING: H 261 1963
 SL0376_MARK LOGO: CGS   
 SL0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0376+STABILITY: SURFACE MOTION
 SL0376
 SL0376  HISTORY     - Date     Condition        Report By
 SL0376  HISTORY     - 1963     MONUMENTED       CGS
 SL0376  HISTORY     - 1981     GOOD             NGS
 SL0376
 SL0376                          STATION DESCRIPTION
 SL0376
 SL0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0376'3.6 MI W FROM GRAND FORKS.
 SL0376'ABOUT 3.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0376'AT GRAND FORKS, IN S 6, R 50 W, T 151 N, 80 FEET NORTHEAST OF THE
 SL0376'CENTER OF THE CROSSING OF A NORTH-SOUTH ROAD, 58.5 FEET NORTH OF THE
 SL0376'NORTH RAIL, 53.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 11.0 FEET
 SL0376'SOUTH OF A RIGHT-OF-WAY FENCE, 5.0 FEET WEST OF TELEGRAPH POLE NO. GNR
 SL0376'788 WHICH IS BRACED BY THREE GUY WIRES, 1.5 FEET SOUTH OF A METAL
 SL0376'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SL0376'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0376
 SL0376                          STATION RECOVERY (1981)
 SL0376
 SL0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0414 ***********************************************************************
 SL0414  DESIGNATION -  H 262
 SL0414  PID         -  SL0414
 SL0414  STATE/COUNTY-  ND/GRAND FORKS
 SL0414  USGS QUAD   -  ARVILLA (1963)
 SL0414
 SL0414                         *CURRENT SURVEY CONTROL
 SL0414  ___________________________________________________________________
 SL0414* NAD 83(1986)-  47 55 09.     (N)    097 24 29.     (W)     SCALED    
 SL0414* NAVD 88     -       280.499  (meters)     920.27   (feet)  ADJUSTED  
 SL0414  ___________________________________________________________________
 SL0414  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 SL0414  DYNAMIC HT  -         280.547 (meters)     920.43  (feet)  COMP
 SL0414  MODELED GRAV-     980,773.6   (mgal)                       NAVD 88
 SL0414
 SL0414  VERT ORDER  -  FIRST     CLASS II
 SL0414
 SL0414.The horizontal coordinates were scaled from a topographic map and have
 SL0414.an estimated accuracy of +/- 6 seconds.
 SL0414
 SL0414.The orthometric height was determined by differential leveling
 SL0414.and adjusted by the National Geodetic Survey in June 1991..
 SL0414.WARNING-Repeat measurements at this control monument indicate possible
 SL0414.vertical movement.
 SL0414
 SL0414.The geoid height was determined by GEOID03.
 SL0414
 SL0414.The dynamic height is computed by dividing the NAVD 88
 SL0414.geopotential number by the normal gravity value computed on the
 SL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0414.degrees latitude (g = 980.6199 gals.).
 SL0414
 SL0414.The modeled gravity was interpolated from observed gravity values.
 SL0414
 SL0414;                    North         East    Units  Estimated Accuracy
 SL0414;SPC ND N     -   106,830.      831,020.      MT  (+/- 180 meters Scaled)
 SL0414
 SL0414                          SUPERSEDED SURVEY CONTROL
 SL0414
 SL0414  NGVD 29 (??/??/92)  280.144  (m)          919.11   (f) ADJ UNCH    1 2
 SL0414
 SL0414.Superseded values are not recommended for survey control.
 SL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0414.See file dsdata.txt to determine how the superseded data were derived.
 SL0414
 SL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU189085(NAD 83)
 SL0414_MARKER: DB = BENCH MARK DISK
 SL0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0414_STAMPING: H 262 1963
 SL0414_MARK LOGO: CGS   
 SL0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0414+STABILITY: SURFACE MOTION
 SL0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0414+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 SL0414
 SL0414  HISTORY     - Date     Condition        Report By
 SL0414  HISTORY     - 1963     MONUMENTED       CGS
 SL0414  HISTORY     - 1981     GOOD             NGS
 SL0414  HISTORY     - 20001011 GOOD             AFFSA
 SL0414
 SL0414                          STATION DESCRIPTION
 SL0414
 SL0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0414'1.75 MI W FROM EMERADO.
 SL0414'ABOUT 1.75 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0414'STATION AT EMERADO, IN S 3, R 53 W, T 151 N, 65 FEET NORTHWEST OF THE
 SL0414'CENTER OF A ROAD CROSSING, 40.5 FEET NORTH OF THE NORTH RAIL, 50.0
 SL0414'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 5.5 FEET WEST OF
 SL0414'MILEPOLE 14 WHICH IS BRACED BY TWO GUY WIRES, 1.5 FEET EAST OF A METAL
 SL0414'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 SL0414'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0414
 SL0414                          STATION RECOVERY (1981)
 SL0414
 SL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0414'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0414'NORTHERN RAILWAY.
 SL0414
 SL0414                          STATION RECOVERY (2000)
 SL0414
 SL0414'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0824 ***********************************************************************
 SL0824  DESIGNATION -  H 263
 SL0824  PID         -  SL0824
 SL0824  STATE/COUNTY-  ND/GRAND FORKS
 SL0824  USGS QUAD   -  NIAGARA (1963)
 SL0824
 SL0824                         *CURRENT SURVEY CONTROL
 SL0824  ___________________________________________________________________
 SL0824* NAD 83(1986)-  47 58 37.     (N)    097 47 02.     (W)     SCALED    
 SL0824* NAVD 88     -       395.052  (meters)    1296.10   (feet)  ADJUSTED  
 SL0824  ___________________________________________________________________
 SL0824  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 SL0824  DYNAMIC HT  -         395.117 (meters)    1296.31  (feet)  COMP
 SL0824  MODELED GRAV-     980,765.0   (mgal)                       NAVD 88
 SL0824
 SL0824  VERT ORDER  -  FIRST     CLASS II
 SL0824
 SL0824.The horizontal coordinates were scaled from a topographic map and have
 SL0824.an estimated accuracy of +/- 6 seconds.
 SL0824
 SL0824.The orthometric height was determined by differential leveling
 SL0824.and adjusted by the National Geodetic Survey in June 1991..
 SL0824
 SL0824.The geoid height was determined by GEOID03.
 SL0824
 SL0824.The dynamic height is computed by dividing the NAVD 88
 SL0824.geopotential number by the normal gravity value computed on the
 SL0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0824.degrees latitude (g = 980.6199 gals.).
 SL0824
 SL0824.The modeled gravity was interpolated from observed gravity values.
 SL0824
 SL0824;                    North         East    Units  Estimated Accuracy
 SL0824;SPC ND N     -   112,190.      802,730.      MT  (+/- 180 meters Scaled)
 SL0824
 SL0824                          SUPERSEDED SURVEY CONTROL
 SL0824
 SL0824  NGVD 29 (??/??/92)  394.684  (m)         1294.89   (f) ADJ UNCH    1 2
 SL0824
 SL0824.Superseded values are not recommended for survey control.
 SL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0824.See file dsdata.txt to determine how the superseded data were derived.
 SL0824
 SL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU907144(NAD 83)
 SL0824_MARKER: DB = BENCH MARK DISK
 SL0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0824_STAMPING: H 263 1963
 SL0824_MARK LOGO: CGS   
 SL0824_PROJECTION: PROJECTING 18 CENTIMETERS
 SL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0824+STABILITY: SURFACE MOTION
 SL0824
 SL0824  HISTORY     - Date     Condition        Report By
 SL0824  HISTORY     - 1963     MONUMENTED       CGS
 SL0824  HISTORY     - 1982     GOOD             NGS
 SL0824
 SL0824                          STATION DESCRIPTION
 SL0824
 SL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0824'4.3 MI SE FROM NIAGARA.
 SL0824'ABOUT 4.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0824'STATION AT NIAGARA, IN S 14, R 56 W, T 152 N, 68 FEET SOUTHWEST ACROSS
 SL0824'THE TRACK FROM MILEPOST 34, 50.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 SL0824'42 FEET SOUTHWEST OF A SEMAPHORE BLOCK, 4.0 FEET SOUTHEAST OF A
 SL0824'TELEGRAPH POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3
 SL0824'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 SL0824'POST PROJECTING 0.6 FOOT.
 SL0824
 SL0824                          STATION RECOVERY (1982)
 SL0824
 SL0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0824'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0824'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL0824'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL0824'13.4 KM (8.35 MI) EAST ALONG U.S. HIGHWAY 2, ABOUT 106.1 METERS
 SL0824'(350.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 SL0824'HIGHWAY, 53.3 METERS (175.0 FT) NORTHWEST OF THE CENTER OF A RAILROAD
 SL0824'CROSSING, 20.7 METERS (68.0 FT) SOUTHWEST AND ACROSS RAILROAD TRACK
 SL0824'FROM MILEPOST 34, 15.4 METERS (50.5 FT) SOUTHWEST OF THE SOUTHWEST
 SL0824'RAIL, 12.8 METERS (42.0 FT) SOUTHWEST OF A SEMAPHORE BLOCK, AND
 SL0824'1.2 METERS (4.0 FT) SOUTHEAST OF A TELEGRAPH POLE.
 SL0824'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 SL0824'THE MARK IS 0.9 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0388 ***********************************************************************
 TE0388  DESIGNATION -  H 264
 TE0388  PID         -  TE0388
 TE0388  STATE/COUNTY-  ND/NELSON
 TE0388  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0388
 TE0388                         *CURRENT SURVEY CONTROL
 TE0388  ___________________________________________________________________
 TE0388* NAD 83(1986)-  48 01 40.     (N)    098 11 03.     (W)     SCALED    
 TE0388* NAVD 88     -       464.183  (meters)    1522.91   (feet)  ADJUSTED  
 TE0388  ___________________________________________________________________
 TE0388  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 TE0388  DYNAMIC HT  -         464.260 (meters)    1523.16  (feet)  COMP
 TE0388  MODELED GRAV-     980,764.0   (mgal)                       NAVD 88
 TE0388
 TE0388  VERT ORDER  -  FIRST     CLASS II
 TE0388
 TE0388.The horizontal coordinates were scaled from a topographic map and have
 TE0388.an estimated accuracy of +/- 6 seconds.
 TE0388
 TE0388.The orthometric height was determined by differential leveling
 TE0388.and adjusted by the National Geodetic Survey in June 1991..
 TE0388.WARNING-Repeat measurements at this control monument indicate possible
 TE0388.vertical movement.
 TE0388
 TE0388.The geoid height was determined by GEOID03.
 TE0388
 TE0388.The dynamic height is computed by dividing the NAVD 88
 TE0388.geopotential number by the normal gravity value computed on the
 TE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0388.degrees latitude (g = 980.6199 gals.).
 TE0388
 TE0388.The modeled gravity was interpolated from observed gravity values.
 TE0388
 TE0388;                    North         East    Units  Estimated Accuracy
 TE0388;SPC ND N     -   116,870.      772,690.      MT  (+/- 180 meters Scaled)
 TE0388
 TE0388                          SUPERSEDED SURVEY CONTROL
 TE0388
 TE0388  NGVD 29 (??/??/92)  463.712  (m)         1521.36   (f) ADJ UNCH    1 2
 TE0388
 TE0388.Superseded values are not recommended for survey control.
 TE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0388.See file dsdata.txt to determine how the superseded data were derived.
 TE0388
 TE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU608197(NAD 83)
 TE0388_MARKER: DB = BENCH MARK DISK
 TE0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0388_STAMPING: H 264 1963
 TE0388_MARK LOGO: CGS   
 TE0388_PROJECTION: FLUSH
 TE0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0388+STABILITY: SURFACE MOTION
 TE0388
 TE0388  HISTORY     - Date     Condition        Report By
 TE0388  HISTORY     - 1963     MONUMENTED       CGS
 TE0388  HISTORY     - 1982     GOOD             NGS
 TE0388
 TE0388                          STATION DESCRIPTION
 TE0388
 TE0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0388'2.95 MI W FROM MICHIGAN.
 TE0388'ABOUT 2.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0388'STATION AT MICHIGAN, IN S 36, R 59 W, T 153 N, 6 POLES WEST OF
 TE0388'MILEPOST 53, 70.5 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 TE0388'59.0 FEET NORTH OF THE NORTH RAIL, 41.0 FEET EAST OF THE CENTERLINE OF
 TE0388'THE NORTH-SOUTH ROAD, 7.0 FEET EAST OF THE 6TH TELEGRAPH POLE WEST OF
 TE0388'THE MILEPOST, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 TE0388'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE0388'PROJECTING 0.5 FOOT.
 TE0388
 TE0388                          STATION RECOVERY (1982)
 TE0388
 TE0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0388'14.5 KM (9.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0388'ROAD 5 IN PETERSBURG, THENCE 0.6 KM (0.4 MI) NORTH ALONG A GRAVEL ROAD
 TE0388'TO THE BURLINGTON NORTHERN RAILROAD CROSSING, 21.5 METERS (70.5 FT)
 TE0388'NORTHEAST OF THE CENTER OF THE RAILROAD CROSSING, 17.9 METERS
 TE0388'(59.0 FT) NORTH OF THE NORTH RAIL, 12.4 METERS (41.0 FT) EAST OF THE
 TE0388'CENTER OF THE GRAVEL ROAD, AND 2.1 METERS (7.0 FT) EAST OF A TELEPHONE
 TE0388'POLE.
 TE0388'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TE0388'THE MARK IS 1.8 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0604 ***********************************************************************
 TE0604  DESIGNATION -  H 265
 TE0604  PID         -  TE0604
 TE0604  STATE/COUNTY-  ND/NELSON
 TE0604  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0604
 TE0604                         *CURRENT SURVEY CONTROL
 TE0604  ___________________________________________________________________
 TE0604* NAD 83(1986)-  48 04 44.     (N)    098 13 41.     (W)     SCALED    
 TE0604* NAVD 88     -       460.837  (meters)    1511.93   (feet)  ADJUSTED  
 TE0604  ___________________________________________________________________
 TE0604  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0604  DYNAMIC HT  -         460.913 (meters)    1512.18  (feet)  COMP
 TE0604  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TE0604
 TE0604  VERT ORDER  -  SECOND    CLASS 0
 TE0604
 TE0604.The horizontal coordinates were scaled from a topographic map and have
 TE0604.an estimated accuracy of +/- 6 seconds.
 TE0604
 TE0604.The orthometric height was determined by differential leveling
 TE0604.and adjusted by the National Geodetic Survey in June 1991..
 TE0604
 TE0604.The geoid height was determined by GEOID03.
 TE0604
 TE0604.The dynamic height is computed by dividing the NAVD 88
 TE0604.geopotential number by the normal gravity value computed on the
 TE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0604.degrees latitude (g = 980.6199 gals.).
 TE0604
 TE0604.The modeled gravity was interpolated from observed gravity values.
 TE0604
 TE0604;                    North         East    Units  Estimated Accuracy
 TE0604;SPC ND N     -   122,450.      769,250.      MT  (+/- 180 meters Scaled)
 TE0604
 TE0604                          SUPERSEDED SURVEY CONTROL
 TE0604
 TE0604  NGVD 29 (??/??/92)  460.459  (m)         1510.69   (f) ADJ UNCH    2 0
 TE0604
 TE0604.Superseded values are not recommended for survey control.
 TE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0604.See file dsdata.txt to determine how the superseded data were derived.
 TE0604
 TE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU574253(NAD 83)
 TE0604_MARKER: DB = BENCH MARK DISK
 TE0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0604_STAMPING: H 265 1963
 TE0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0604+STABILITY: SURFACE MOTION
 TE0604
 TE0604  HISTORY     - Date     Condition        Report By
 TE0604  HISTORY     - 1963     MONUMENTED       CGS
 TE0604
 TE0604                          STATION DESCRIPTION
 TE0604
 TE0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0604'3.5 MI N FROM MAPES.
 TE0604'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0604'AT MAPES, THENCE 3.3 MILES NORTH ALONG GRAVELED COUNTY ROAD 22, IN S
 TE0604'16, R 59 W, T 153 N, 97 FEET SOUTHWEST OF THE CENTER OF THE
 TE0604'INTERSECTION OF AN EAST-WEST ROAD, 74 FEET WEST OF THE CENTERLINE OF
 TE0604'THE ROAD, 62 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.0
 TE0604'FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TE0604'ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0604'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0468 ***********************************************************************
 TE0468  DESIGNATION -  H 266
 TE0468  PID         -  TE0468
 TE0468  STATE/COUNTY-  ND/WALSH
 TE0468  USGS QUAD   -  ADAMS SW (1972)
 TE0468
 TE0468                         *CURRENT SURVEY CONTROL
 TE0468  ___________________________________________________________________
 TE0468* NAD 83(1986)-  48 21 15.     (N)    098 13 39.     (W)     SCALED    
 TE0468* NAVD 88     -       471.712  (meters)    1547.61   (feet)  ADJUSTED  
 TE0468  ___________________________________________________________________
 TE0468  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 TE0468  DYNAMIC HT  -         471.805 (meters)    1547.91  (feet)  COMP
 TE0468  MODELED GRAV-     980,793.8   (mgal)                       NAVD 88
 TE0468
 TE0468  VERT ORDER  -  SECOND    CLASS 0
 TE0468
 TE0468.The horizontal coordinates were scaled from a topographic map and have
 TE0468.an estimated accuracy of +/- 6 seconds.
 TE0468
 TE0468.The orthometric height was determined by differential leveling
 TE0468.and adjusted by the National Geodetic Survey in June 1991..
 TE0468
 TE0468.The geoid height was determined by GEOID03.
 TE0468
 TE0468.The dynamic height is computed by dividing the NAVD 88
 TE0468.geopotential number by the normal gravity value computed on the
 TE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0468.degrees latitude (g = 980.6199 gals.).
 TE0468
 TE0468.The modeled gravity was interpolated from observed gravity values.
 TE0468
 TE0468;                    North         East    Units  Estimated Accuracy
 TE0468;SPC ND N     -   153,040.      768,390.      MT  (+/- 180 meters Scaled)
 TE0468
 TE0468                          SUPERSEDED SURVEY CONTROL
 TE0468
 TE0468  NGVD 29 (??/??/92)  471.339  (m)         1546.38   (f) ADJ UNCH    2 0
 TE0468
 TE0468.Superseded values are not recommended for survey control.
 TE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0468.See file dsdata.txt to determine how the superseded data were derived.
 TE0468
 TE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU572559(NAD 83)
 TE0468_MARKER: DB = BENCH MARK DISK
 TE0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0468_STAMPING: H 266 1963
 TE0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0468+STABILITY: SURFACE MOTION
 TE0468
 TE0468  HISTORY     - Date     Condition        Report By
 TE0468  HISTORY     - 1963     MONUMENTED       CGS
 TE0468
 TE0468                          STATION DESCRIPTION
 TE0468
 TE0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0468'9.2 MI S FROM FAIRDALE.
 TE0468'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0468'AT FAIRDALE, THENCE 4.0 MILES SOUTH ALONG GRAVELED COUNTY ROAD 22, IN
 TE0468'S 9, R 59 W, T 156 N, 63 FEET SOUTHWEST OF THE CENTER OF THE
 TE0468'INTERSECTION OF A TRACK ROAD, 59.5 FEET WEST OF THE CENTERLINE OF THE
 TE0468'NORTH-SOUTH ROAD, 23.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD,
 TE0468'25.0 FEET WEST OF A FENCE CORNER, 6.5 FEET NORTHEAST OF TELEPHONE POLE
 TE0468'NO. 19C 45-20 BRACED BY TWO GUY WIRES, 1.5 FEET WEST OF A METAL
 TE0468'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 TE0468'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0637 ***********************************************************************
 TE0637  DESIGNATION -  H 267 RESET
 TE0637  PID         -  TE0637
 TE0637  STATE/COUNTY-  ND/NELSON
 TE0637  USGS QUAD   -  WHITMAN (1971)
 TE0637
 TE0637                         *CURRENT SURVEY CONTROL
 TE0637  ___________________________________________________________________
 TE0637* NAD 83(1986)-  48 09 57.     (N)    098 07 08.     (W)     SCALED    
 TE0637* NAVD 88     -       468.40   (+/-2cm)    1536.7    (feet)  VERTCON   
 TE0637  ___________________________________________________________________
 TE0637  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 TE0637
 TE0637  VERT ORDER  -  THIRD (See Below)
 TE0637
 TE0637.The horizontal coordinates were scaled from a topographic map and have
 TE0637.an estimated accuracy of +/- 6 seconds.
 TE0637
 TE0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0637.The vertical order pertains to the NGVD 29 superseded value.
 TE0637
 TE0637.The geoid height was determined by GEOID03.
 TE0637
 TE0637;                    North         East    Units  Estimated Accuracy
 TE0637;SPC ND N     -   132,360.      777,080.      MT  (+/- 180 meters Scaled)
 TE0637
 TE0637                          SUPERSEDED SURVEY CONTROL
 TE0637
 TE0637  NGVD 29 (??/??/??)  468.02   (m)         1535.5    (f) RESET       3  
 TE0637
 TE0637.Superseded values are not recommended for survey control.
 TE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0637.See file dsdata.txt to determine how the superseded data were derived.
 TE0637
 TE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU655351(NAD 83)
 TE0637_MARKER: DB = BENCH MARK DISK
 TE0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0637_STAMPING: H 267 RESET 1968
 TE0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0637+STABILITY: SURFACE MOTION
 TE0637
 TE0637  HISTORY     - Date     Condition        Report By
 TE0637  HISTORY     - 1968     MONUMENTED       CGS
 TE0637
 TE0637                          STATION DESCRIPTION
 TE0637
 TE0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TE0637'0.6 MI N FROM WHITMAN.
 TE0637'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0637'WHITMAN, THENCE 0.5 MILE NORTH ALONG STATE HIGHWAY 35, IN S 9 R 58 W,
 TE0637'T 154 N, IN THE NORTHEAST ANGLE OF A CROSSROAD, 100 FEET EAST OF THE
 TE0637'CENTER OF STATE HIGHWAY 35, 74 FEET NORTH OF THE CENTER OF AND
 TE0637'EAST-WEST GRAVELED ROAD, 37 FEET NORTH OF TELEPHONE POLE NO. 38A, 1.5
 TE0637'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 TE0637'CONCRETE POST WHICH PROJECTS 4 INCHES.  NOTE-- THIS MARK IS THE
 TE0637'AZIMUTH MARK FOR TRIANGULATION STATION WHITMAN 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0596 ***********************************************************************
 TD0596  DESIGNATION -  H 268 RESET
 TD0596  PID         -  TD0596
 TD0596  STATE/COUNTY-  ND/NELSON
 TD0596  USGS QUAD   -  FORDVILLE SW (1971)
 TD0596
 TD0596                         *CURRENT SURVEY CONTROL
 TD0596  ___________________________________________________________________
 TD0596* NAD 83(1986)-  48 07 21.     (N)    097 59 24.     (W)     SCALED    
 TD0596* NAVD 88     -       465.31   (+/-2cm)    1526.6    (feet)  VERTCON   
 TD0596  ___________________________________________________________________
 TD0596  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 TD0596
 TD0596  VERT ORDER  -  THIRD (See Below)
 TD0596
 TD0596.The horizontal coordinates were scaled from a topographic map and have
 TD0596.an estimated accuracy of +/- 6 seconds.
 TD0596
 TD0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0596.The vertical order pertains to the NGVD 29 superseded value.
 TD0596
 TD0596.The geoid height was determined by GEOID03.
 TD0596
 TD0596;                    North         East    Units  Estimated Accuracy
 TD0596;SPC ND N     -   127,850.      786,820.      MT  (+/- 180 meters Scaled)
 TD0596
 TD0596                          SUPERSEDED SURVEY CONTROL
 TD0596
 TD0596  NGVD 29 (??/??/??)  464.93   (m)         1525.4    (f) RESET       3  
 TD0596
 TD0596.Superseded values are not recommended for survey control.
 TD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0596.See file dsdata.txt to determine how the superseded data were derived.
 TD0596
 TD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU751304(NAD 83)
 TD0596_MARKER: DB = BENCH MARK DISK
 TD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0596_STAMPING: H 268 RESET 1970
 TD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0596+STABILITY: SURFACE MOTION
 TD0596
 TD0596  HISTORY     - Date     Condition        Report By
 TD0596  HISTORY     - 1970     MONUMENTED       NGS
 TD0596
 TD0596                          STATION DESCRIPTION
 TD0596
 TD0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TD0596'5.4 MI SW FROM DAHLEN.
 TD0596'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0596'DAHLEN, THENCE 2.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, AT A
 TD0596'CROSSROAD, 1.0 MILE SOUTH OF DAHLEN TV STATION WDAZ, 45 FEET NORTHWEST
 TD0596'OF THE CENTER OF THE CROSSROADS, 30 FEET WEST OF THE CENTER OF THE
 TD0596'NORTH-SOUTH ROAD, 30 FEET NORTH OF THE EAST-WEST ROAD, 1.6 FEET EAST
 TD0596'OF A METAL WITNESS POST, SET IN A ROUND CONCRETE MONUMENT WHICH
 TD0596'PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0516 ***********************************************************************
 TD0516  DESIGNATION -  H 269
 TD0516  PID         -  TD0516
 TD0516  STATE/COUNTY-  ND/GRAND FORKS
 TD0516  USGS QUAD   -  FORDVILLE SE (1963)
 TD0516
 TD0516                         *CURRENT SURVEY CONTROL
 TD0516  ___________________________________________________________________
 TD0516* NAD 83(1986)-  48 07 20.     (N)    097 50 18.     (W)     SCALED    
 TD0516* NAVD 88     -       373.993  (meters)    1227.01   (feet)  ADJUSTED  
 TD0516  ___________________________________________________________________
 TD0516  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 TD0516  DYNAMIC HT  -         374.061 (meters)    1227.23  (feet)  COMP
 TD0516  MODELED GRAV-     980,782.5   (mgal)                       NAVD 88
 TD0516
 TD0516  VERT ORDER  -  SECOND    CLASS 0
 TD0516
 TD0516.The horizontal coordinates were scaled from a topographic map and have
 TD0516.an estimated accuracy of +/- 6 seconds.
 TD0516
 TD0516.The orthometric height was determined by differential leveling
 TD0516.and adjusted by the National Geodetic Survey in June 1991..
 TD0516
 TD0516.The geoid height was determined by GEOID03.
 TD0516
 TD0516.The dynamic height is computed by dividing the NAVD 88
 TD0516.geopotential number by the normal gravity value computed on the
 TD0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0516.degrees latitude (g = 980.6199 gals.).
 TD0516
 TD0516.The modeled gravity was interpolated from observed gravity values.
 TD0516
 TD0516;                    North         East    Units  Estimated Accuracy
 TD0516;SPC ND N     -   128,190.      798,110.      MT  (+/- 180 meters Scaled)
 TD0516
 TD0516                          SUPERSEDED SURVEY CONTROL
 TD0516
 TD0516  NGVD 29 (??/??/92)  373.637  (m)         1225.84   (f) ADJ UNCH    2 0
 TD0516
 TD0516.Superseded values are not recommended for survey control.
 TD0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0516.See file dsdata.txt to determine how the superseded data were derived.
 TD0516
 TD0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU864305(NAD 83)
 TD0516_MARKER: DB = BENCH MARK DISK
 TD0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0516_STAMPING: H 269 1963
 TD0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0516+STABILITY: SURFACE MOTION
 TD0516
 TD0516  HISTORY     - Date     Condition        Report By
 TD0516  HISTORY     - 1963     MONUMENTED       CGS
 TD0516  HISTORY     - 1964     GOOD             NGS
 TD0516
 TD0516                          STATION DESCRIPTION
 TD0516
 TD0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0516'6.6 MI SE FROM DAHLEN.
 TD0516'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0516'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0516'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 2.0 MILES SOUTH ALONG
 TD0516'STATE HIGHWAY 32, THENCE 1.0 MILE EAST ALONG A COUNTY ROAD, IN S 34, R
 TD0516'56 W, T 154 N, 49 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 TD0516'A NORTH-SOUTH ROAD, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 33
 TD0516'FEET EAST OF THE CENTERLINE OF THE EAST-WEST ROAD, 4.0 FEET WEST OF A
 TD0516'TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.5 FEET NORTH OF A METAL
 TD0516'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND
 TD0516'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0031 ***********************************************************************
 RQ0031  DESIGNATION -  H 27
 RQ0031  PID         -  RQ0031
 RQ0031  STATE/COUNTY-  ND/LA MOURE
 RQ0031  USGS QUAD   -  DICKEY (1952)
 RQ0031
 RQ0031                         *CURRENT SURVEY CONTROL
 RQ0031  ___________________________________________________________________
 RQ0031* NAD 83(1986)-  46 30 35.     (N)    098 26 36.     (W)     SCALED    
 RQ0031* NAVD 88     -       406.257  (meters)    1332.86   (feet)  ADJUSTED  
 RQ0031  ___________________________________________________________________
 RQ0031  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 RQ0031  DYNAMIC HT  -         406.261 (meters)    1332.87  (feet)  COMP
 RQ0031  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 RQ0031
 RQ0031  VERT ORDER  -  FIRST     CLASS II
 RQ0031
 RQ0031.The horizontal coordinates were scaled from a topographic map and have
 RQ0031.an estimated accuracy of +/- 6 seconds.
 RQ0031
 RQ0031.The orthometric height was determined by differential leveling
 RQ0031.and adjusted by the National Geodetic Survey in June 1991..
 RQ0031
 RQ0031.The geoid height was determined by GEOID03.
 RQ0031
 RQ0031.The dynamic height is computed by dividing the NAVD 88
 RQ0031.geopotential number by the normal gravity value computed on the
 RQ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0031.degrees latitude (g = 980.6199 gals.).
 RQ0031
 RQ0031.The modeled gravity was interpolated from observed gravity values.
 RQ0031
 RQ0031;                    North         East    Units  Estimated Accuracy
 RQ0031;SPC ND S     -    95,780.      757,820.      MT  (+/- 180 meters Scaled)
 RQ0031
 RQ0031                          SUPERSEDED SURVEY CONTROL
 RQ0031
 RQ0031  NGVD 29 (??/??/92)  405.910  (m)         1331.72   (f) ADJ UNCH    1 2
 RQ0031
 RQ0031.Superseded values are not recommended for survey control.
 RQ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0031.See file dsdata.txt to determine how the superseded data were derived.
 RQ0031
 RQ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS427508(NAD 83)
 RQ0031_MARKER: DB = BENCH MARK DISK
 RQ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0031_STAMPING: H-27 1934
 RQ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0031+STABILITY: SURFACE MOTION
 RQ0031
 RQ0031  HISTORY     - Date     Condition        Report By
 RQ0031  HISTORY     - 1934     MONUMENTED       CGS
 RQ0031
 RQ0031                          STATION DESCRIPTION
 RQ0031
 RQ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0031'2.2 MI SE FROM DICKEY.
 RQ0031'2.2 MILES SOUTHEAST OF DEPOT AT ALONG THE NORTHERN PACIFIC RAILROAD,
 RQ0031'AT ROAD CROSSING.  3 POLES NORTHWEST OF MILEPOLE NO. 35.  SET IN POST,
 RQ0031'60 FEET SOUTHEAST OF CENTERLINE OF THE ROAD, 48 FEET SOUTHWEST OF
 RQ0031'CENTERLINE OF THE TRACKS AND 5 FEET SOUTHEAST OF POLE.  ABOUT LEVEL
 RQ0031'WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1228 ***********************************************************************
 SL1228  DESIGNATION -  H 270
 SL1228  PID         -  SL1228
 SL1228  STATE/COUNTY-  ND/GRAND FORKS
 SL1228  USGS QUAD   -  NIAGARA (1963)
 SL1228
 SL1228                         *CURRENT SURVEY CONTROL
 SL1228  ___________________________________________________________________
 SL1228* NAD 83(1986)-  47 59 49.     (N)    097 48 56.     (W)     SCALED    
 SL1228* NAVD 88     -       410.850  (meters)    1347.93   (feet)  ADJUSTED  
 SL1228  ___________________________________________________________________
 SL1228  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 SL1228  DYNAMIC HT  -         410.918 (meters)    1348.15  (feet)  COMP
 SL1228  MODELED GRAV-     980,764.8   (mgal)                       NAVD 88
 SL1228
 SL1228  VERT ORDER  -  SECOND    CLASS 0
 SL1228
 SL1228.The horizontal coordinates were scaled from a topographic map and have
 SL1228.an estimated accuracy of +/- 6 seconds.
 SL1228
 SL1228.The orthometric height was determined by differential leveling
 SL1228.and adjusted by the National Geodetic Survey in June 1991..
 SL1228
 SL1228.The geoid height was determined by GEOID03.
 SL1228
 SL1228.The dynamic height is computed by dividing the NAVD 88
 SL1228.geopotential number by the normal gravity value computed on the
 SL1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1228.degrees latitude (g = 980.6199 gals.).
 SL1228
 SL1228.The modeled gravity was interpolated from observed gravity values.
 SL1228
 SL1228;                    North         East    Units  Estimated Accuracy
 SL1228;SPC ND N     -   114,330.      800,290.      MT  (+/- 180 meters Scaled)
 SL1228
 SL1228                          SUPERSEDED SURVEY CONTROL
 SL1228
 SL1228  NGVD 29 (??/??/92)  410.48   (m)         1346.7    (f) COMPUTED    2 0
 SL1228
 SL1228.Superseded values are not recommended for survey control.
 SL1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1228.See file dsdata.txt to determine how the superseded data were derived.
 SL1228
 SL1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU883166(NAD 83)
 SL1228_MARKER: DB = BENCH MARK DISK
 SL1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1228_STAMPING: H 270 1963
 SL1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1228+STABILITY: SURFACE MOTION
 SL1228
 SL1228  HISTORY     - Date     Condition        Report By
 SL1228  HISTORY     - 1963     MONUMENTED       CGS
 SL1228
 SL1228                          STATION DESCRIPTION
 SL1228
 SL1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1228'3.35 MI NE FROM NIAGARA.
 SL1228'ABOUT 0.7 MILE NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SL1228'STATION AT NIAGARA, THENCE 3.65 MILES EAST ALONG U.S. HIGHWAY 2, IN S
 SL1228'10, R 56 W, T 152 N, IN LINE WITH A ROW OF POLES, 100 FEET SOUTH OF
 SL1228'THE CENTERLINE OF THE HIGHWAY, 26 FEET SOUTH OF A RIGHT-OF-WAY FENCE,
 SL1228'3.5 FEET EAST OF A POWER POLE, 1.5 FEET FROM A METAL WITNESS POST,
 SL1228'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SL1228'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1074 ***********************************************************************
 TE1074  DESIGNATION -  H 271
 TE1074  PID         -  TE1074
 TE1074  STATE/COUNTY-  ND/RAMSEY
 TE1074  USGS QUAD   -  HAMPDEN (1970)
 TE1074
 TE1074                         *CURRENT SURVEY CONTROL
 TE1074  ___________________________________________________________________
 TE1074* NAD 83(1986)-  48 32 36.     (N)    098 39 58.     (W)     SCALED    
 TE1074* NAVD 88     -       474.504  (meters)    1556.77   (feet)  ADJUSTED  
 TE1074  ___________________________________________________________________
 TE1074  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 TE1074  DYNAMIC HT  -         474.599 (meters)    1557.08  (feet)  COMP
 TE1074  MODELED GRAV-     980,795.4   (mgal)                       NAVD 88
 TE1074
 TE1074  VERT ORDER  -  SECOND    CLASS 0
 TE1074
 TE1074.The horizontal coordinates were scaled from a topographic map and have
 TE1074.an estimated accuracy of +/- 6 seconds.
 TE1074
 TE1074.The orthometric height was determined by differential leveling
 TE1074.and adjusted by the National Geodetic Survey in June 1991..
 TE1074
 TE1074.The geoid height was determined by GEOID03.
 TE1074
 TE1074.The dynamic height is computed by dividing the NAVD 88
 TE1074.geopotential number by the normal gravity value computed on the
 TE1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1074.degrees latitude (g = 980.6199 gals.).
 TE1074
 TE1074.The modeled gravity was interpolated from observed gravity values.
 TE1074
 TE1074;                    North         East    Units  Estimated Accuracy
 TE1074;SPC ND N     -   173,210.      735,390.      MT  (+/- 180 meters Scaled)
 TE1074
 TE1074                          SUPERSEDED SURVEY CONTROL
 TE1074
 TE1074  NGVD 29 (??/??/92)  474.111  (m)         1555.48   (f) ADJ UNCH    2 0
 TE1074
 TE1074.Superseded values are not recommended for survey control.
 TE1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1074.See file dsdata.txt to determine how the superseded data were derived.
 TE1074
 TE1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU246767(NAD 83)
 TE1074_MARKER: DB = BENCH MARK DISK
 TE1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1074_STAMPING: H 271 1963
 TE1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1074+STABILITY: SURFACE MOTION
 TE1074
 TE1074  HISTORY     - Date     Condition        Report By
 TE1074  HISTORY     - 1963     MONUMENTED       CGS
 TE1074
 TE1074                          STATION DESCRIPTION
 TE1074
 TE1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1074'0.9 MI W FROM HAMPDEN.
 TE1074'ABOUT 0.9 MILE WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1074'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 4, R 62 W, T 158
 TE1074'N, 95.5 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD INTERSECTION,
 TE1074'78 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 56 FEET EAST
 TE1074'OF THE CENTERLINE OF THE ROAD, LEADING SOUTH, 3.5 FEET EAST OF A POWER
 TE1074'POLE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE1074'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE1074'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0763 ***********************************************************************
 TE0763  DESIGNATION -  H 272
 TE0763  PID         -  TE0763
 TE0763  STATE/COUNTY-  ND/RAMSEY
 TE0763  USGS QUAD   -  DERRICK NW (1994)
 TE0763
 TE0763                         *CURRENT SURVEY CONTROL
 TE0763  ___________________________________________________________________
 TE0763* NAD 83(1986)-  48 24 47.     (N)    098 44 34.     (W)     SCALED    
 TE0763* NAVD 88     -       456.587  (meters)    1497.99   (feet)  ADJUSTED  
 TE0763  ___________________________________________________________________
 TE0763  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE0763  DYNAMIC HT  -         456.675 (meters)    1498.27  (feet)  COMP
 TE0763  MODELED GRAV-     980,790.1   (mgal)                       NAVD 88
 TE0763
 TE0763  VERT ORDER  -  SECOND    CLASS 0
 TE0763
 TE0763.The horizontal coordinates were scaled from a topographic map and have
 TE0763.an estimated accuracy of +/- 6 seconds.
 TE0763
 TE0763.The orthometric height was determined by differential leveling
 TE0763.and adjusted by the National Geodetic Survey in June 1991..
 TE0763
 TE0763.The geoid height was determined by GEOID03.
 TE0763
 TE0763.The dynamic height is computed by dividing the NAVD 88
 TE0763.geopotential number by the normal gravity value computed on the
 TE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0763.degrees latitude (g = 980.6199 gals.).
 TE0763
 TE0763.The modeled gravity was interpolated from observed gravity values.
 TE0763
 TE0763;                    North         East    Units  Estimated Accuracy
 TE0763;SPC ND N     -   158,590.      730,070.      MT  (+/- 180 meters Scaled)
 TE0763
 TE0763                          SUPERSEDED SURVEY CONTROL
 TE0763
 TE0763  NGVD 29 (??/??/92)  456.203  (m)         1496.73   (f) ADJ UNCH    2 0
 TE0763
 TE0763.Superseded values are not recommended for survey control.
 TE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0763.See file dsdata.txt to determine how the superseded data were derived.
 TE0763
 TE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU190622(NAD 83)
 TE0763_MARKER: DB = BENCH MARK DISK
 TE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0763_STAMPING: H 272 1963
 TE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0763+STABILITY: SURFACE MOTION
 TE0763
 TE0763  HISTORY     - Date     Condition        Report By
 TE0763  HISTORY     - 1963     MONUMENTED       CGS
 TE0763
 TE0763                          STATION DESCRIPTION
 TE0763
 TE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0763'9.1 MI SE FROM STARKWEATHER.
 TE0763'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 17 FROM THE GREAT
 TE0763'NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 6.4 MILES EAST ALONG
 TE0763'STATE HIGHWAY 17, IN S 23, R 63 W, T 157 N, ABOUT 0.4 MILE EAST OF A
 TE0763'GRAVELED ROAD INTERSECTION, 114 FEET SOUTH OF THE CENTERLINE OF THE
 TE0763'HIGHWAY, 95 FEET SOUTHWEST OF THE WEST END OF A 24-INCH PIPE CULVERT
 TE0763'UNDER A FARM DRIVE LEADING TO A CULTIVATED FIELD, 110 FEET WEST OF THE
 TE0763'CENTERLINE OF THE FARM DRIVE, 2.0 FEET NORTH OF A TELEPHONE POLE, 1.7
 TE0763'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 TE0763'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1059 ***********************************************************************
 TE1059  DESIGNATION -  H 273
 TE1059  PID         -  TE1059
 TE1059  STATE/COUNTY-  ND/CAVALIER
 TE1059  USGS QUAD   -  MUNICH SW (1971)
 TE1059
 TE1059                         *CURRENT SURVEY CONTROL
 TE1059  ___________________________________________________________________
 TE1059* NAD 83(1986)-  48 32 39.     (N)    098 55 37.     (W)     SCALED    
 TE1059* NAVD 88     -       467.043  (meters)    1532.29   (feet)  ADJUSTED  
 TE1059  ___________________________________________________________________
 TE1059  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 TE1059  DYNAMIC HT  -         467.139 (meters)    1532.61  (feet)  COMP
 TE1059  MODELED GRAV-     980,802.4   (mgal)                       NAVD 88
 TE1059
 TE1059  VERT ORDER  -  SECOND    CLASS 0
 TE1059
 TE1059.The horizontal coordinates were scaled from a topographic map and have
 TE1059.an estimated accuracy of +/- 6 seconds.
 TE1059
 TE1059.The orthometric height was determined by differential leveling
 TE1059.and adjusted by the National Geodetic Survey in June 1991..
 TE1059
 TE1059.The geoid height was determined by GEOID03.
 TE1059
 TE1059.The dynamic height is computed by dividing the NAVD 88
 TE1059.geopotential number by the normal gravity value computed on the
 TE1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1059.degrees latitude (g = 980.6199 gals.).
 TE1059
 TE1059.The modeled gravity was interpolated from observed gravity values.
 TE1059
 TE1059;                    North         East    Units  Estimated Accuracy
 TE1059;SPC ND N     -   172,870.      716,140.      MT  (+/- 180 meters Scaled)
 TE1059
 TE1059                          SUPERSEDED SURVEY CONTROL
 TE1059
 TE1059  NGVD 29 (??/??/92)  466.65   (m)         1531.0    (f) COMPUTED    2 0
 TE1059
 TE1059.Superseded values are not recommended for survey control.
 TE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1059.See file dsdata.txt to determine how the superseded data were derived.
 TE1059
 TE1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU053767(NAD 83)
 TE1059_MARKER: DB = BENCH MARK DISK
 TE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1059_STAMPING: H 273 1963
 TE1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1059+STABILITY: SURFACE MOTION
 TE1059
 TE1059  HISTORY     - Date     Condition        Report By
 TE1059  HISTORY     - 1963     MONUMENTED       CGS
 TE1059  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 TE1059
 TE1059                          STATION DESCRIPTION
 TE1059
 TE1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1059'2.1 MI N FROM ST JOE.
 TE1059'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1059'RAILWAY STATION AT ST. JOE, IN S 33, R 64 W, T 159 N, 114 FEET
 TE1059'NORTHEAST OF THE INTERSECTION OF A GRAVELED ROAD THAT FOLLOWS THE
 TE1059'RAMSEY-CAVALIER COUNTY LINE, 105.5 FEET EAST OF THE CENTERLINE OF THE
 TE1059'ROAD LEADING NORTH, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TE1059'LEADING EAST, 22 FEET SOUTHWEST OF A POWER POLE, 2.0 FEET EAST OF A
 TE1059'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD LEADING
 TE1059'EAST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE1059
 TE1059                          STATION RECOVERY (1964)
 TE1059
 TE1059'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 TE1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0569 ***********************************************************************
 TE0569  DESIGNATION -  H 274
 TE0569  PID         -  TE0569
 TE0569  STATE/COUNTY-  ND/RAMSEY
 TE0569  USGS QUAD   -  LAKOTA NW (1971)
 TE0569
 TE0569                         *CURRENT SURVEY CONTROL
 TE0569  ___________________________________________________________________
 TE0569* NAD 83(1986)-  48 13 25.     (N)    098 27 00.     (W)     SCALED    
 TE0569* NAVD 88     -       464.006  (meters)    1522.33   (feet)  ADJUSTED  
 TE0569  ___________________________________________________________________
 TE0569  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0569  DYNAMIC HT  -         464.091 (meters)    1522.61  (feet)  COMP
 TE0569  MODELED GRAV-     980,779.6   (mgal)                       NAVD 88
 TE0569
 TE0569  VERT ORDER  -  SECOND    CLASS 0
 TE0569
 TE0569.The horizontal coordinates were scaled from a topographic map and have
 TE0569.an estimated accuracy of +/- 6 seconds.
 TE0569
 TE0569.The orthometric height was determined by differential leveling
 TE0569.and adjusted by the National Geodetic Survey in June 1991..
 TE0569
 TE0569.The geoid height was determined by GEOID03.
 TE0569
 TE0569.The dynamic height is computed by dividing the NAVD 88
 TE0569.geopotential number by the normal gravity value computed on the
 TE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0569.degrees latitude (g = 980.6199 gals.).
 TE0569
 TE0569.The modeled gravity was interpolated from observed gravity values.
 TE0569
 TE0569;                    North         East    Units  Estimated Accuracy
 TE0569;SPC ND N     -   138,070.      752,290.      MT  (+/- 180 meters Scaled)
 TE0569
 TE0569                          SUPERSEDED SURVEY CONTROL
 TE0569
 TE0569  NGVD 29 (??/??/92)  463.63   (m)         1521.1    (f) COMPUTED    2 0
 TE0569
 TE0569.Superseded values are not recommended for survey control.
 TE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0569.See file dsdata.txt to determine how the superseded data were derived.
 TE0569
 TE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU408413(NAD 83)
 TE0569_MARKER: DB = BENCH MARK DISK
 TE0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0569_STAMPING: H 274 1963
 TE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0569+STABILITY: SURFACE MOTION
 TE0569
 TE0569  HISTORY     - Date     Condition        Report By
 TE0569  HISTORY     - 1963     MONUMENTED       CGS
 TE0569
 TE0569                          STATION DESCRIPTION
 TE0569
 TE0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0569'10.8 MI SW FROM LAWTON.
 TE0569'ABOUT 5.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0569'RAILWAY STATION AT LAWTON, THENCE 5.1 MILES SOUTH ALONG A GRAVELED AND
 TE0569'DIRT ROAD, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, IN S 26, R 61
 TE0569'W, T 155 N, ON THE WEST SLOPE AND AT THE FOOT OF A SHORT HILL, 40.5
 TE0569'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A POWER
 TE0569'POLE AND IN LINE WITH A ROW OF POLES, 1.6 FEET EAST OF A METAL WITNESS
 TE0569'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0569'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0840 ***********************************************************************
 TE0840  DESIGNATION -  H 275
 TE0840  PID         -  TE0840
 TE0840  STATE/COUNTY-  ND/RAMSEY
 TE0840  USGS QUAD   -  DERRICK SE (1972)
 TE0840
 TE0840                         *CURRENT SURVEY CONTROL
 TE0840  ___________________________________________________________________
 TE0840* NAD 83(1986)-  48 21 15.     (N)    098 34 23.     (W)     SCALED    
 TE0840* NAVD 88     -       458.759  (meters)    1505.11   (feet)  ADJUSTED  
 TE0840  ___________________________________________________________________
 TE0840  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0840  DYNAMIC HT  -         458.846 (meters)    1505.40  (feet)  COMP
 TE0840  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 TE0840
 TE0840  VERT ORDER  -  SECOND    CLASS 0
 TE0840
 TE0840.The horizontal coordinates were scaled from a topographic map and have
 TE0840.an estimated accuracy of +/- 6 seconds.
 TE0840
 TE0840.The orthometric height was determined by differential leveling
 TE0840.and adjusted by the National Geodetic Survey in June 1991..
 TE0840
 TE0840.The geoid height was determined by GEOID03.
 TE0840
 TE0840.The dynamic height is computed by dividing the NAVD 88
 TE0840.geopotential number by the normal gravity value computed on the
 TE0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0840.degrees latitude (g = 980.6199 gals.).
 TE0840
 TE0840.The modeled gravity was interpolated from observed gravity values.
 TE0840
 TE0840;                    North         East    Units  Estimated Accuracy
 TE0840;SPC ND N     -   152,350.      742,790.      MT  (+/- 180 meters Scaled)
 TE0840
 TE0840                          SUPERSEDED SURVEY CONTROL
 TE0840
 TE0840  NGVD 29 (??/??/92)  458.380  (m)         1503.87   (f) ADJ UNCH    2 0
 TE0840
 TE0840.Superseded values are not recommended for survey control.
 TE0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0840.See file dsdata.txt to determine how the superseded data were derived.
 TE0840
 TE0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU316557(NAD 83)
 TE0840_MARKER: DB = BENCH MARK DISK
 TE0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0840_STAMPING: H 275 1963
 TE0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0840+STABILITY: SURFACE MOTION
 TE0840
 TE0840  HISTORY     - Date     Condition        Report By
 TE0840  HISTORY     - 1963     MONUMENTED       CGS
 TE0840
 TE0840                          STATION DESCRIPTION
 TE0840
 TE0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0840'9.5 MI SW FROM EDMORE.
 TE0840'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0840'RAILWAY STATION AT EDMORE, THENCE 3.1 MILES WEST ALONG A GRAVELED AND
 TE0840'DIRT ROAD, THENCE 1.6 MILES WEST AND SOUTH ALONG COUNTY ROAD 4, THENCE
 TE0840'2.0 MILES WEST ALONG A GRAVELED ROAD, IN S 2, R 62 W, T 156 N, 83 FEET
 TE0840'NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A
 TE0840'FARM ROAD LEADING NORTH, 75 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TE0840'LEADING WEST, 36 FEET WEST OF THE CENTERLINE OF THE FARM ROAD, 2.5
 TE0840'FEET EAST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 1.4
 TE0840'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE FARM ROAD,
 TE0840'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD LEADING WEST, AND SET IN THE
 TE0840'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0902 ***********************************************************************
 TF0902  DESIGNATION -  H 276
 TF0902  PID         -  TF0902
 TF0902  STATE/COUNTY-  ND/WARD
 TF0902  USGS QUAD   -  BURLINGTON (1979)
 TF0902
 TF0902                         *CURRENT SURVEY CONTROL
 TF0902  ___________________________________________________________________
 TF0902* NAD 83(1986)-  48 16 33.     (N)    101 25 41.     (W)     SCALED    
 TF0902* NAVD 88     -       485.748  (meters)    1593.66   (feet)  ADJUSTED  
 TF0902  ___________________________________________________________________
 TF0902  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 TF0902  DYNAMIC HT  -         485.835 (meters)    1593.94  (feet)  COMP
 TF0902  MODELED GRAV-     980,774.6   (mgal)                       NAVD 88
 TF0902
 TF0902  VERT ORDER  -  FIRST     CLASS II
 TF0902
 TF0902.The horizontal coordinates were scaled from a topographic map and have
 TF0902.an estimated accuracy of +/- 6 seconds.
 TF0902
 TF0902.The orthometric height was determined by differential leveling
 TF0902.and adjusted by the National Geodetic Survey in June 1991..
 TF0902
 TF0902.The geoid height was determined by GEOID03.
 TF0902
 TF0902.The dynamic height is computed by dividing the NAVD 88
 TF0902.geopotential number by the normal gravity value computed on the
 TF0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0902.degrees latitude (g = 980.6199 gals.).
 TF0902
 TF0902.The modeled gravity was interpolated from observed gravity values.
 TF0902
 TF0902;                    North         East    Units  Estimated Accuracy
 TF0902;SPC ND N     -   142,270.      531,120.      MT  (+/- 180 meters Scaled)
 TF0902
 TF0902                          SUPERSEDED SURVEY CONTROL
 TF0902
 TF0902  NGVD 29 (??/??/92)  485.381  (m)         1592.45   (f) ADJ UNCH    1 2
 TF0902
 TF0902.Superseded values are not recommended for survey control.
 TF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0902.See file dsdata.txt to determine how the superseded data were derived.
 TF0902
 TF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU198498(NAD 83)
 TF0902_MARKER: DB = BENCH MARK DISK
 TF0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0902_STAMPING: H 276 1963
 TF0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0902+STABILITY: SURFACE MOTION
 TF0902
 TF0902  HISTORY     - Date     Condition        Report By
 TF0902  HISTORY     - 1963     MONUMENTED       CGS
 TF0902
 TF0902                          STATION DESCRIPTION
 TF0902
 TF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0902'IN BURLINGTON.
 TF0902'AT BURLINGTON, 234 FEET NORTHWEST OF THE NORTH CORNER OF THE SOO LINE
 TF0902'RAILROAD STATION, 43 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 TF0902'MAIN TRACK, 74 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD,
 TF0902'14 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A
 TF0902'METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF
 TF0902'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1344 ***********************************************************************
 TF1344  DESIGNATION -  H 277
 TF1344  PID         -  TF1344
 TF1344  STATE/COUNTY-  ND/WARD
 TF1344  USGS QUAD   -  DONNYBROOK (1948)
 TF1344
 TF1344                         *CURRENT SURVEY CONTROL
 TF1344  ___________________________________________________________________
 TF1344* NAD 83(1986)-  48 30 59.     (N)    101 54 18.     (W)     SCALED    
 TF1344* NAVD 88     -       537.334  (meters)    1762.90   (feet)  ADJUSTED  
 TF1344  ___________________________________________________________________
 TF1344  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 TF1344  DYNAMIC HT  -         537.434 (meters)    1763.23  (feet)  COMP
 TF1344  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 TF1344
 TF1344  VERT ORDER  -  FIRST     CLASS II
 TF1344
 TF1344.The horizontal coordinates were scaled from a topographic map and have
 TF1344.an estimated accuracy of +/- 6 seconds.
 TF1344
 TF1344.The orthometric height was determined by differential leveling
 TF1344.and adjusted by the National Geodetic Survey in June 1991..
 TF1344
 TF1344.The geoid height was determined by GEOID03.
 TF1344
 TF1344.The dynamic height is computed by dividing the NAVD 88
 TF1344.geopotential number by the normal gravity value computed on the
 TF1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1344.degrees latitude (g = 980.6199 gals.).
 TF1344
 TF1344.The modeled gravity was interpolated from observed gravity values.
 TF1344
 TF1344;                    North         East    Units  Estimated Accuracy
 TF1344;SPC ND N     -   169,540.      496,210.      MT  (+/- 180 meters Scaled)
 TF1344
 TF1344                          SUPERSEDED SURVEY CONTROL
 TF1344
 TF1344  NGVD 29 (??/??/92)  536.935  (m)         1761.59   (f) ADJ UNCH    1 2
 TF1344
 TF1344.Superseded values are not recommended for survey control.
 TF1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1344.See file dsdata.txt to determine how the superseded data were derived.
 TF1344
 TF1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU854777(NAD 83)
 TF1344_MARKER: DB = BENCH MARK DISK
 TF1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1344_STAMPING: H 277 1963
 TF1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1344+STABILITY: SURFACE MOTION
 TF1344
 TF1344  HISTORY     - Date     Condition        Report By
 TF1344  HISTORY     - 1963     MONUMENTED       CGS
 TF1344
 TF1344                          STATION DESCRIPTION
 TF1344
 TF1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1344'1.1 MI NW FROM DONNYBROOK.
 TF1344'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1344'RAILROAD STATION AT DONNYBROOK, THENCE 0.95 MILE NORTHWEST ALONG U.S.
 TF1344'HIGHWAY 52, 0.2 MILE SOUTHEAST OF A ROAD JUNCTION, 148 FEET
 TF1344'NORTH-NORTHWEST OF THE NORTHWEST END OF A CONCRETE HEADWALL, 100 FEET
 TF1344'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 52, 19 FEET NORTHWEST OF
 TF1344'A GATE, 2 FEET SOUTHWEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 TF1344'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TF1344'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1562 ***********************************************************************
 TF1562  DESIGNATION -  H 278
 TF1562  PID         -  TF1562
 TF1562  STATE/COUNTY-  ND/WARD
 TF1562  USGS QUAD   -  DONNYBROOK (1948)
 TF1562
 TF1562                         *CURRENT SURVEY CONTROL
 TF1562  ___________________________________________________________________
 TF1562* NAD 83(1986)-  48 31 06.     (N)    101 52 38.     (W)     SCALED    
 TF1562* NAVD 88     -       560.224  (meters)    1838.00   (feet)  ADJUSTED  
 TF1562  ___________________________________________________________________
 TF1562  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 TF1562  DYNAMIC HT  -         560.330 (meters)    1838.35  (feet)  COMP
 TF1562  MODELED GRAV-     980,782.4   (mgal)                       NAVD 88
 TF1562
 TF1562  VERT ORDER  -  SECOND    CLASS 0
 TF1562
 TF1562.The horizontal coordinates were scaled from a topographic map and have
 TF1562.an estimated accuracy of +/- 6 seconds.
 TF1562
 TF1562.The orthometric height was determined by differential leveling
 TF1562.and adjusted by the National Geodetic Survey in June 1991..
 TF1562
 TF1562.The geoid height was determined by GEOID03.
 TF1562
 TF1562.The dynamic height is computed by dividing the NAVD 88
 TF1562.geopotential number by the normal gravity value computed on the
 TF1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1562.degrees latitude (g = 980.6199 gals.).
 TF1562
 TF1562.The modeled gravity was interpolated from observed gravity values.
 TF1562
 TF1562;                    North         East    Units  Estimated Accuracy
 TF1562;SPC ND N     -   169,720.      498,270.      MT  (+/- 180 meters Scaled)
 TF1562
 TF1562                          SUPERSEDED SURVEY CONTROL
 TF1562
 TF1562  NGVD 29 (??/??/92)  559.827  (m)         1836.70   (f) ADJ UNCH    2 0
 TF1562
 TF1562.Superseded values are not recommended for survey control.
 TF1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1562.See file dsdata.txt to determine how the superseded data were derived.
 TF1562
 TF1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU875779(NAD 83)
 TF1562_MARKER: DB = BENCH MARK DISK
 TF1562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1562_SP_SET: 8 FEET
 TF1562_STAMPING: H 278 1963
 TF1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1562
 TF1562  HISTORY     - Date     Condition        Report By
 TF1562  HISTORY     - 1963     MONUMENTED       CGS
 TF1562
 TF1562                          STATION DESCRIPTION
 TF1562
 TF1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1562'0.65 MI N FROM DONNYBROOK.
 TF1562'ABOUT 0.65 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1562'STATION AT DONNYBROOK, 57 FEET EAST OF THE CENTER LINE OF THE ROAD,
 TF1562'MIDWAY UP A LONG HILL, 35 FEET SOUTH OF THE CENTER OF A NARROW DRAW,
 TF1562'NORTHWEST OF AND AT THE BASE OF A STEEP BANK LIKE HILL, 1 FOOT WEST OF
 TF1562'A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF1562'THE ROAD AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A
 TF1562'DEPTH OF 8 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1719 ***********************************************************************
 TF1719  DESIGNATION -  H 279
 TF1719  PID         -  TF1719
 TF1719  STATE/COUNTY-  ND/RENVILLE
 TF1719  USGS QUAD   -  GREENE (1949)
 TF1719
 TF1719                         *CURRENT SURVEY CONTROL
 TF1719  ___________________________________________________________________
 TF1719* NAD 83(1986)-  48 41 28.     (N)    101 39 19.     (W)     SCALED    
 TF1719* NAVD 88     -       532.123  (meters)    1745.81   (feet)  ADJUSTED  
 TF1719  ___________________________________________________________________
 TF1719  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1719  DYNAMIC HT  -         532.232 (meters)    1746.16  (feet)  COMP
 TF1719  MODELED GRAV-     980,798.9   (mgal)                       NAVD 88
 TF1719
 TF1719  VERT ORDER  -  SECOND    CLASS 0
 TF1719
 TF1719.The horizontal coordinates were scaled from a topographic map and have
 TF1719.an estimated accuracy of +/- 6 seconds.
 TF1719
 TF1719.The orthometric height was determined by differential leveling
 TF1719.and adjusted by the National Geodetic Survey in June 1991..
 TF1719
 TF1719.The geoid height was determined by GEOID03.
 TF1719
 TF1719.The dynamic height is computed by dividing the NAVD 88
 TF1719.geopotential number by the normal gravity value computed on the
 TF1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1719.degrees latitude (g = 980.6199 gals.).
 TF1719
 TF1719.The modeled gravity was interpolated from observed gravity values.
 TF1719
 TF1719;                    North         East    Units  Estimated Accuracy
 TF1719;SPC ND N     -   188,670.      514,950.      MT  (+/- 180 meters Scaled)
 TF1719
 TF1719                          SUPERSEDED SURVEY CONTROL
 TF1719
 TF1719  NGVD 29 (??/??/92)  531.757  (m)         1744.61   (f) ADJ UNCH    2 0
 TF1719
 TF1719.Superseded values are not recommended for survey control.
 TF1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1719.See file dsdata.txt to determine how the superseded data were derived.
 TF1719
 TF1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU045965(NAD 83)
 TF1719_MARKER: DB = BENCH MARK DISK
 TF1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1719_SP_SET: CONCRETE BASE
 TF1719_STAMPING: H 279 1963
 TF1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1719
 TF1719  HISTORY     - Date     Condition        Report By
 TF1719  HISTORY     - 1963     MONUMENTED       CGS
 TF1719
 TF1719                          STATION DESCRIPTION
 TF1719
 TF1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1719'4.6 MI NE FROM GREENE.
 TF1719'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1719'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 1.75
 TF1719'MILES EAST ALONG A GRAVELED ROAD, 275 FEET SOUTH OF THE CENTERLINE OF
 TF1719'THE ROAD, ABOUT 2 INCHES ABOVE THE GROUND, AND SET IN THE CENTER OF
 TF1719'THE TOP OF THE CONCRETE BASE OF A 220 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0535 ***********************************************************************
 RP0535  DESIGNATION -  H 28
 RP0535  PID         -  RP0535
 RP0535  STATE/COUNTY-  ND/BARNES
 RP0535  USGS QUAD   -  VALLEY CITY WEST (1961)
 RP0535
 RP0535                         *CURRENT SURVEY CONTROL
 RP0535  ___________________________________________________________________
 RP0535* NAD 83(1986)-  46 55 26.     (N)    098 00 09.     (W)     SCALED    
 RP0535* NAVD 88     -       373.231  (meters)    1224.51   (feet)  ADJUSTED  
 RP0535  ___________________________________________________________________
 RP0535  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 RP0535  DYNAMIC HT  -         373.264 (meters)    1224.62  (feet)  COMP
 RP0535  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 RP0535
 RP0535  VERT ORDER  -  SECOND    CLASS 0
 RP0535
 RP0535.The horizontal coordinates were scaled from a topographic map and have
 RP0535.an estimated accuracy of +/- 6 seconds.
 RP0535
 RP0535.The orthometric height was determined by differential leveling
 RP0535.and adjusted by the National Geodetic Survey in June 1991..
 RP0535
 RP0535.The geoid height was determined by GEOID03.
 RP0535
 RP0535.The dynamic height is computed by dividing the NAVD 88
 RP0535.geopotential number by the normal gravity value computed on the
 RP0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0535.degrees latitude (g = 980.6199 gals.).
 RP0535
 RP0535.The modeled gravity was interpolated from observed gravity values.
 RP0535
 RP0535;                    North         East    Units  Estimated Accuracy
 RP0535;SPC ND S     -   142,770.      790,180.      MT  (+/- 180 meters Scaled)
 RP0535
 RP0535                          SUPERSEDED SURVEY CONTROL
 RP0535
 RP0535  NGVD 29 (??/??/92)  372.876  (m)         1223.34   (f) ADJ UNCH    2 0
 RP0535
 RP0535.Superseded values are not recommended for survey control.
 RP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0535.See file dsdata.txt to determine how the superseded data were derived.
 RP0535
 RP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS759971(NAD 83)
 RP0535_MARKER: DB = BENCH MARK DISK
 RP0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0535_SP_SET: FOUNDATION
 RP0535_STAMPING: H 28 1934
 RP0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0535
 RP0535  HISTORY     - Date     Condition        Report By
 RP0535  HISTORY     - 1934     MONUMENTED       CGS
 RP0535  HISTORY     - 1960     MARK NOT FOUND   USGS
 RP0535
 RP0535                          STATION DESCRIPTION
 RP0535
 RP0535'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RP0535'IN VALLEY CITY.
 RP0535'AT VALLEY CITY, BARNES COUNTY, 360 FEET EAST OF THE SEMAPHORE SIGNAL
 RP0535'IN FRONT OF THE NORTHERN PACIFIC RAILWAY STATION AT THE WATER TANK, IN
 RP0535'THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHEAST CORNER POST, IN
 RP0535'FRONT OF THE POST, AND 13 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 RP0535'TRACK.  A STANDARD DISK, STAMPED H 28 1934.  NOTE-- THIS BENCH MARK
 RP0535'MAY HAVE RISEN.  THE WATER TOWER HAS BEEN TORN DOWN, AND MUCH OF THE
 RP0535'CONCRETE FOOTINGS HAVE BEEN LEVELED WITH THE PROBABLE DESTRUCTION OF
 RP0535'THE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0059 ***********************************************************************
 TG0059  DESIGNATION -  H 280
 TG0059  PID         -  TG0059
 TG0059  STATE/COUNTY-  ND/BURKE
 TG0059  USGS QUAD   -  FLAXTON (1947)
 TG0059
 TG0059                         *CURRENT SURVEY CONTROL
 TG0059  ___________________________________________________________________
 TG0059* NAD 83(1986)-  48 54 12.     (N)    102 24 10.     (W)     SCALED    
 TG0059* NAVD 88     -       588.702  (meters)    1931.43   (feet)  ADJUSTED  
 TG0059  ___________________________________________________________________
 TG0059  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG0059  DYNAMIC HT  -         588.832 (meters)    1931.86  (feet)  COMP
 TG0059  MODELED GRAV-     980,811.7   (mgal)                       NAVD 88
 TG0059
 TG0059  VERT ORDER  -  FIRST     CLASS II
 TG0059
 TG0059.The horizontal coordinates were scaled from a topographic map and have
 TG0059.an estimated accuracy of +/- 6 seconds.
 TG0059
 TG0059.The orthometric height was determined by differential leveling
 TG0059.and adjusted by the National Geodetic Survey in June 1991..
 TG0059
 TG0059.The geoid height was determined by GEOID03.
 TG0059
 TG0059.The dynamic height is computed by dividing the NAVD 88
 TG0059.geopotential number by the normal gravity value computed on the
 TG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0059.degrees latitude (g = 980.6199 gals.).
 TG0059
 TG0059.The modeled gravity was interpolated from observed gravity values.
 TG0059
 TG0059;                    North         East    Units  Estimated Accuracy
 TG0059;SPC ND N     -   213,350.      460,510.      MT  (+/- 180 meters Scaled)
 TG0059
 TG0059                          SUPERSEDED SURVEY CONTROL
 TG0059
 TG0059  NGVD 29 (??/??/92)  588.293  (m)         1930.09   (f) ADJ UNCH    1 2
 TG0059
 TG0059.Superseded values are not recommended for survey control.
 TG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0059.See file dsdata.txt to determine how the superseded data were derived.
 TG0059
 TG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ903199(NAD 83)
 TG0059_MARKER: DB = BENCH MARK DISK
 TG0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0059_STAMPING: H 280 1963
 TG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0059+STABILITY: SURFACE MOTION
 TG0059
 TG0059  HISTORY     - Date     Condition        Report By
 TG0059  HISTORY     - 1963     MONUMENTED       CGS
 TG0059
 TG0059                          STATION DESCRIPTION
 TG0059
 TG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0059'0.5 MI NW FROM FLAXTON.
 TG0059'ABOUT 0.5 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0059'AT FLAXTON, IN SECTION 31, T 163 N, R 90 W, 3 POLES SOUTHEAST OF MILE
 TG0059'POST 541, AT A CROSSING OF THE RAILROAD AND A ROAD, 36 FEET NORTHEAST
 TG0059'OF THE NORTHEAST RAIL, 52 FEET NORTH OF THE CENTER OF THE ROAD
 TG0059'CROSSING, 4 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.6 FEET NORTHWEST
 TG0059'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS,
 TG0059'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0294 ***********************************************************************
 TG0294  DESIGNATION -  H 281
 TG0294  PID         -  TG0294
 TG0294  STATE/COUNTY-  ND/WARD
 TG0294  USGS QUAD   -  BOWBELLS SE (1949)
 TG0294
 TG0294                         *CURRENT SURVEY CONTROL
 TG0294  ___________________________________________________________________
 TG0294* NAD 83(1986)-  48 46 42.     (N)    102 05 15.     (W)     SCALED    
 TG0294* NAVD 88     -       585.095  (meters)    1919.60   (feet)  ADJUSTED  
 TG0294  ___________________________________________________________________
 TG0294  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG0294  DYNAMIC HT  -         585.215 (meters)    1919.99  (feet)  COMP
 TG0294  MODELED GRAV-     980,796.3   (mgal)                       NAVD 88
 TG0294
 TG0294  VERT ORDER  -  SECOND    CLASS 0
 TG0294
 TG0294.The horizontal coordinates were scaled from a topographic map and have
 TG0294.an estimated accuracy of +/- 6 seconds.
 TG0294
 TG0294.The orthometric height was determined by differential leveling
 TG0294.and adjusted by the National Geodetic Survey in June 1991..
 TG0294
 TG0294.The geoid height was determined by GEOID03.
 TG0294
 TG0294.The dynamic height is computed by dividing the NAVD 88
 TG0294.geopotential number by the normal gravity value computed on the
 TG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0294.degrees latitude (g = 980.6199 gals.).
 TG0294
 TG0294.The modeled gravity was interpolated from observed gravity values.
 TG0294
 TG0294;                    North         East    Units  Estimated Accuracy
 TG0294;SPC ND N     -   198,930.      483,330.      MT  (+/- 180 meters Scaled)
 TG0294
 TG0294                          SUPERSEDED SURVEY CONTROL
 TG0294
 TG0294  NGVD 29 (??/??/92)  584.692  (m)         1918.28   (f) ADJ UNCH    2 0
 TG0294
 TG0294.Superseded values are not recommended for survey control.
 TG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0294.See file dsdata.txt to determine how the superseded data were derived.
 TG0294
 TG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ139069(NAD 83)
 TG0294_MARKER: DB = BENCH MARK DISK
 TG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0294_STAMPING: H 281 1963
 TG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0294+STABILITY: SURFACE MOTION
 TG0294
 TG0294  HISTORY     - Date     Condition        Report By
 TG0294  HISTORY     - 1963     MONUMENTED       CGS
 TG0294
 TG0294                          STATION DESCRIPTION
 TG0294
 TG0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0294'9.6 MI SE FROM BOWBELLS.
 TG0294'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0294'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 2.0 MILES
 TG0294'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 9, T 161
 TG0294'N, R 88 W, 83 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 76
 TG0294'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTH OF THE
 TG0294'CENTER LINE OF THE CROSS ROAD, 85 FEET SOUTH OF A TELEPHONE POLE, 1.5
 TG0294'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 TG0294'SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1731 ***********************************************************************
 TG1731  DESIGNATION -  H 281 RESET
 TG1731  PID         -  TG1731
 TG1731  STATE/COUNTY-  ND/WARD
 TG1731  USGS QUAD   -  BOWBELLS SE (1949)
 TG1731
 TG1731                         *CURRENT SURVEY CONTROL
 TG1731  ___________________________________________________________________
 TG1731* NAD 83(1986)-  48 46 42.     (N)    102 05 15.     (W)     SCALED    
 TG1731* NAVD 88     -       585.46   (meters)    1920.8    (feet)  RESET     
 TG1731  ___________________________________________________________________
 TG1731  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG1731
 TG1731  VERT ORDER  -  THIRD
 TG1731
 TG1731.The horizontal coordinates were scaled from a topographic map and have
 TG1731.an estimated accuracy of +/- 6 seconds.
 TG1731
 TG1731.The orthometric height was computed from unverified reset data.
 TG1731.No vertical observational check was made to the station.
 TG1731
 TG1731.The geoid height was determined by GEOID03.
 TG1731
 TG1731;                    North         East    Units  Estimated Accuracy
 TG1731;SPC ND N     -   198,930.      483,330.      MT  (+/- 180 meters Scaled)
 TG1731
 TG1731                          SUPERSEDED SURVEY CONTROL
 TG1731
 TG1731  NGVD 29 (11/04/04)  585.05   (m)         1919.5    (f) RESET       3  
 TG1731
 TG1731.Superseded values are not recommended for survey control.
 TG1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1731.See file dsdata.txt to determine how the superseded data were derived.
 TG1731
 TG1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ139069(NAD 83)
 TG1731_MARKER: DB = BENCH MARK DISK
 TG1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1731_STAMPING: H 281 RESET 1983
 TG1731_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1731+STABILITY: SURFACE MOTION
 TG1731
 TG1731  HISTORY     - Date     Condition        Report By
 TG1731  HISTORY     - 1983     MONUMENTED       NGS
 TG1731
 TG1731                          STATION DESCRIPTION
 TG1731
 TG1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1731'15.5 KM (9.65 MI) EAST FROM BOWBELLS.
 TG1731'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1731'IN BOWBELLS, THENCE 11.4 KM (7.1 MI) EAST ALONG HIGHWAY 52, THENCE
 TG1731'3.2 KM (2.0 FEET) SOUTH ALONG HIGHWAY 52, 30.5 METERS (100.0 FEET)
 TG1731'WEST OF THE CENTER OF THE HIGHWAY, AND 11.3 METERS (37.0 FEET)
 TG1731'NORTH OF THE CENTER OF A TRACK SECTION LINE ROAD.
 TG1731'THE MARK IS 1.3 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0314 ***********************************************************************
 TG0314  DESIGNATION -  H 282
 TG0314  PID         -  TG0314
 TG0314  STATE/COUNTY-  ND/WARD
 TG0314  USGS QUAD   -  KENMARE (1981)
 TG0314
 TG0314                         *CURRENT SURVEY CONTROL
 TG0314  ___________________________________________________________________
 TG0314* NAD 83(1986)-  48 41 26.     (N)    102 05 54.     (W)     SCALED    
 TG0314* NAVD 88     -       561.031  (meters)    1840.65   (feet)  ADJUSTED  
 TG0314  ___________________________________________________________________
 TG0314  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TG0314  DYNAMIC HT  -         561.140 (meters)    1841.01  (feet)  COMP
 TG0314  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TG0314
 TG0314  VERT ORDER  -  SECOND    CLASS 0
 TG0314
 TG0314.The horizontal coordinates were scaled from a topographic map and have
 TG0314.an estimated accuracy of +/- 6 seconds.
 TG0314
 TG0314.The orthometric height was determined by differential leveling
 TG0314.and adjusted by the National Geodetic Survey in June 1991..
 TG0314
 TG0314.The geoid height was determined by GEOID03.
 TG0314
 TG0314.The dynamic height is computed by dividing the NAVD 88
 TG0314.geopotential number by the normal gravity value computed on the
 TG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0314.degrees latitude (g = 980.6199 gals.).
 TG0314
 TG0314.The modeled gravity was interpolated from observed gravity values.
 TG0314
 TG0314;                    North         East    Units  Estimated Accuracy
 TG0314;SPC ND N     -   189,190.      482,330.      MT  (+/- 180 meters Scaled)
 TG0314
 TG0314                          SUPERSEDED SURVEY CONTROL
 TG0314
 TG0314  NGVD 29 (??/??/92)  560.631  (m)         1839.34   (f) ADJ UNCH    2 0
 TG0314
 TG0314.Superseded values are not recommended for survey control.
 TG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0314.See file dsdata.txt to determine how the superseded data were derived.
 TG0314
 TG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP135971(NAD 83)
 TG0314_MARKER: DB = BENCH MARK DISK
 TG0314_SETTING: 80 = SET IN A BOULDER
 TG0314_SP_SET: BOULDER
 TG0314_STAMPING: H 282 1963
 TG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0314+STABILITY: SURFACE MOTION
 TG0314
 TG0314  HISTORY     - Date     Condition        Report By
 TG0314  HISTORY     - 1963     MONUMENTED       CGS
 TG0314
 TG0314                          STATION DESCRIPTION
 TG0314
 TG0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0314'1.65 MI N FROM KENMARE.
 TG0314'ABOUT 1.65 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0314'KENMARE, IN SECTION 18, T 160 N, R 88 W, 11 POLES NORTH OF MILE POST
 TG0314'605, SET IN THE TOP OF A LARGE BOULDER, 30 FEET WEST OF THE WEST RAIL,
 TG0314'9 1/2 FEET EAST OF A TELEPHONE POLE, 1 FOOT BELOW THE LEVEL OF THE
 TG0314'RAIL AND 1.4 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1418 ***********************************************************************
 TF1418  DESIGNATION -  H 283
 TF1418  PID         -  TF1418
 TF1418  STATE/COUNTY-  ND/RENVILLE
 TF1418  USGS QUAD   -  MOHALL SW (1971)
 TF1418
 TF1418                         *CURRENT SURVEY CONTROL
 TF1418  ___________________________________________________________________
 TF1418* NAD 83(1986)-  48 45 49.     (N)    101 40 19.     (W)     SCALED    
 TF1418* NAVD 88     -       533.692  (meters)    1750.95   (feet)  ADJUSTED  
 TF1418  ___________________________________________________________________
 TF1418  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 TF1418  DYNAMIC HT  -         533.805 (meters)    1751.33  (feet)  COMP
 TF1418  MODELED GRAV-     980,805.0   (mgal)                       NAVD 88
 TF1418
 TF1418  VERT ORDER  -  SECOND    CLASS 0
 TF1418
 TF1418.The horizontal coordinates were scaled from a topographic map and have
 TF1418.an estimated accuracy of +/- 6 seconds.
 TF1418
 TF1418.The orthometric height was determined by differential leveling
 TF1418.and adjusted by the National Geodetic Survey in June 1991..
 TF1418
 TF1418.The geoid height was determined by GEOID03.
 TF1418
 TF1418.The dynamic height is computed by dividing the NAVD 88
 TF1418.geopotential number by the normal gravity value computed on the
 TF1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1418.degrees latitude (g = 980.6199 gals.).
 TF1418
 TF1418.The modeled gravity was interpolated from observed gravity values.
 TF1418
 TF1418;                    North         East    Units  Estimated Accuracy
 TF1418;SPC ND N     -   196,740.      513,840.      MT  (+/- 180 meters Scaled)
 TF1418
 TF1418                          SUPERSEDED SURVEY CONTROL
 TF1418
 TF1418  NGVD 29 (??/??/92)  533.314  (m)         1749.71   (f) ADJ UNCH    2 0
 TF1418
 TF1418.Superseded values are not recommended for survey control.
 TF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1418.See file dsdata.txt to determine how the superseded data were derived.
 TF1418
 TF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV036046(NAD 83)
 TF1418_MARKER: DB = BENCH MARK DISK
 TF1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1418_STAMPING: H 283 1963
 TF1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1418+STABILITY: SURFACE MOTION
 TF1418
 TF1418  HISTORY     - Date     Condition        Report By
 TF1418  HISTORY     - 1963     MONUMENTED       CGS
 TF1418
 TF1418                          STATION DESCRIPTION
 TF1418
 TF1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1418'7.35 MI W FROM MOHALL.
 TF1418'ABOUT 7.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1418'MOHALL, IN SECTION 15, T 161 N, R 85 W, AT AN INTERSECTION WITH A
 TF1418'GRAVELED CROSS ROAD, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TF1418'95 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 64 FEET WEST OF A
 TF1418'TELEPHONE POLE WHICH IS AT A FENCE CORNER, 1 1/2 FEET SOUTH OF THE
 TF1418'FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TF1418'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1418'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0714 ***********************************************************************
 TF0714  DESIGNATION -  H 284
 TF0714  PID         -  TF0714
 TF0714  STATE/COUNTY-  ND/BOTTINEAU
 TF0714  USGS QUAD   -  ANTLER (1971)
 TF0714
 TF0714                         *CURRENT SURVEY CONTROL
 TF0714  ___________________________________________________________________
 TF0714* NAD 83(1986)-  48 57 57.     (N)    101 19 18.     (W)     SCALED    
 TF0714* NAVD 88     -       471.538  (meters)    1547.04   (feet)  ADJUSTED  
 TF0714  ___________________________________________________________________
 TF0714  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF0714  DYNAMIC HT  -         471.652 (meters)    1547.41  (feet)  COMP
 TF0714  MODELED GRAV-     980,838.6   (mgal)                       NAVD 88
 TF0714
 TF0714  VERT ORDER  -  SECOND    CLASS 0
 TF0714
 TF0714.The horizontal coordinates were scaled from a topographic map and have
 TF0714.an estimated accuracy of +/- 6 seconds.
 TF0714
 TF0714.The orthometric height was determined by differential leveling
 TF0714.and adjusted by the National Geodetic Survey in June 1991..
 TF0714
 TF0714.The geoid height was determined by GEOID03.
 TF0714
 TF0714.The dynamic height is computed by dividing the NAVD 88
 TF0714.geopotential number by the normal gravity value computed on the
 TF0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0714.degrees latitude (g = 980.6199 gals.).
 TF0714
 TF0714.The modeled gravity was interpolated from observed gravity values.
 TF0714
 TF0714;                    North         East    Units  Estimated Accuracy
 TF0714;SPC ND N     -   218,900.      539,830.      MT  (+/- 180 meters Scaled)
 TF0714
 TF0714                          SUPERSEDED SURVEY CONTROL
 TF0714
 TF0714  NGVD 29 (??/??/92)  471.190  (m)         1545.90   (f) ADJ UNCH    2 0
 TF0714
 TF0714.Superseded values are not recommended for survey control.
 TF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0714.See file dsdata.txt to determine how the superseded data were derived.
 TF0714
 TF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV300262(NAD 83)
 TF0714_MARKER: DB = BENCH MARK DISK
 TF0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0714_STAMPING: H 284 1963
 TF0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0714+STABILITY: SURFACE MOTION
 TF0714
 TF0714  HISTORY     - Date     Condition        Report By
 TF0714  HISTORY     - 1963     MONUMENTED       CGS
 TF0714
 TF0714                          STATION DESCRIPTION
 TF0714
 TF0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0714'2.05 MI W FROM ANTLER.
 TF0714'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0714'RAILWAY STATION AT ANTLER, THENCE 1.8 MILES WEST ALONG A GRAVELED
 TF0714'ROAD, AT A ROAD INTERSECTION, IN SECTION 4, T 163 N, R 82 W, 103 FEET
 TF0714'NORTH OF THE CENTER LINE OF THE ROAD, 38 FEET EAST OF THE CENTER LINE
 TF0714'OF A NORTH-SOUTH ROAD, 2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A
 TF0714'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TF0714'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0851 ***********************************************************************
 TF0851  DESIGNATION -  H 285
 TF0851  PID         -  TF0851
 TF0851  STATE/COUNTY-  ND/BOTTINEAU
 TF0851  USGS QUAD   -  ANTLER NW (1950)
 TF0851
 TF0851                         *CURRENT SURVEY CONTROL
 TF0851  ___________________________________________________________________
 TF0851* NAD 83(1986)-  48 52 45.     (N)    101 25 53.     (W)     SCALED    
 TF0851* NAVD 88     -       483.800  (meters)    1587.27   (feet)  ADJUSTED  
 TF0851  ___________________________________________________________________
 TF0851  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 TF0851  DYNAMIC HT  -         483.911 (meters)    1587.63  (feet)  COMP
 TF0851  MODELED GRAV-     980,824.4   (mgal)                       NAVD 88
 TF0851
 TF0851  VERT ORDER  -  SECOND    CLASS 0
 TF0851
 TF0851.The horizontal coordinates were scaled from a topographic map and have
 TF0851.an estimated accuracy of +/- 6 seconds.
 TF0851
 TF0851.The orthometric height was determined by differential leveling
 TF0851.and adjusted by the National Geodetic Survey in June 1991..
 TF0851
 TF0851.The geoid height was determined by GEOID03.
 TF0851
 TF0851.The dynamic height is computed by dividing the NAVD 88
 TF0851.geopotential number by the normal gravity value computed on the
 TF0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0851.degrees latitude (g = 980.6199 gals.).
 TF0851
 TF0851.The modeled gravity was interpolated from observed gravity values.
 TF0851
 TF0851;                    North         East    Units  Estimated Accuracy
 TF0851;SPC ND N     -   209,350.      531,680.      MT  (+/- 180 meters Scaled)
 TF0851
 TF0851                          SUPERSEDED SURVEY CONTROL
 TF0851
 TF0851  NGVD 29 (??/??/92)  483.450  (m)         1586.12   (f) ADJ UNCH    2 0
 TF0851
 TF0851.Superseded values are not recommended for survey control.
 TF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0851.See file dsdata.txt to determine how the superseded data were derived.
 TF0851
 TF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV217168(NAD 83)
 TF0851_MARKER: DB = BENCH MARK DISK
 TF0851_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0851_SP_SET: 24 FT
 TF0851_STAMPING: H 285 1963
 TF0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0851
 TF0851  HISTORY     - Date     Condition        Report By
 TF0851  HISTORY     - 1963     MONUMENTED       CGS
 TF0851
 TF0851                          STATION DESCRIPTION
 TF0851
 TF0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0851'11.65 MI NE FROM MOHALL.
 TF0851'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0851'MOHALL, THENCE 8.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 10, T
 TF0851'162 N, R 83 W, AT A ROAD INTERSECTION, 86 FEET EAST OF THE CENTER LINE
 TF0851'OF THE ROAD, 98 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 3 1/2
 TF0851'FEET NORTH OF A TELEPHONE POLE, 2.3 FEET SOUTH OF A METAL WITNESS
 TF0851'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET ON THE TOP OF A
 TF0851'5/8-INCH ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A
 TF0851'6-INCH TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1454 ***********************************************************************
 TF1454  DESIGNATION -  H 286
 TF1454  PID         -  TF1454
 TF1454  STATE/COUNTY-  ND/RENVILLE
 TF1454  USGS QUAD   -  MOHALL (1980)
 TF1454
 TF1454                         *CURRENT SURVEY CONTROL
 TF1454  ___________________________________________________________________
 TF1454* NAD 83(1986)-  48 51 52.     (N)    101 31 06.     (W)     SCALED    
 TF1454* NAVD 88     -       493.466  (meters)    1618.98   (feet)  ADJUSTED  
 TF1454  ___________________________________________________________________
 TF1454  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TF1454  DYNAMIC HT  -         493.578 (meters)    1619.35  (feet)  COMP
 TF1454  MODELED GRAV-     980,820.0   (mgal)                       NAVD 88
 TF1454
 TF1454  VERT ORDER  -  SECOND    CLASS 0
 TF1454
 TF1454.The horizontal coordinates were scaled from a topographic map and have
 TF1454.an estimated accuracy of +/- 6 seconds.
 TF1454
 TF1454.The orthometric height was determined by differential leveling
 TF1454.and adjusted by the National Geodetic Survey in June 1991..
 TF1454
 TF1454.The geoid height was determined by GEOID03.
 TF1454
 TF1454.The dynamic height is computed by dividing the NAVD 88
 TF1454.geopotential number by the normal gravity value computed on the
 TF1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1454.degrees latitude (g = 980.6199 gals.).
 TF1454
 TF1454.The modeled gravity was interpolated from observed gravity values.
 TF1454
 TF1454;                    North         East    Units  Estimated Accuracy
 TF1454;SPC ND N     -   207,800.      525,290.      MT  (+/- 180 meters Scaled)
 TF1454
 TF1454                          SUPERSEDED SURVEY CONTROL
 TF1454
 TF1454  NGVD 29 (??/??/92)  493.105  (m)         1617.80   (f) ADJ UNCH    2 0
 TF1454
 TF1454.Superseded values are not recommended for survey control.
 TF1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1454.See file dsdata.txt to determine how the superseded data were derived.
 TF1454
 TF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV153154(NAD 83)
 TF1454_MARKER: DB = BENCH MARK DISK
 TF1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1454_STAMPING: H 286 1963
 TF1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1454+STABILITY: SURFACE MOTION
 TF1454
 TF1454  HISTORY     - Date     Condition        Report By
 TF1454  HISTORY     - 1963     MONUMENTED       CGS
 TF1454
 TF1454                          STATION DESCRIPTION
 TF1454
 TF1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1454'7.35 MI N FROM MOHALL.
 TF1454'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1454'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, 92 FEET SOUTHEAST
 TF1454'OF THE INTERSECTION WITH COUNTY ROAD 4, 71 FEET EAST OF THE CENTER
 TF1454'LINE OF COUNTY ROAD 9, 59 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 TF1454'4, IN LINE WITH A ROW OF TELEPHONE POLES, 5 1/2 FEET NORTH OF A
 TF1454'TELEPHONE POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3
 TF1454'1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 TF1454'POST PROJECTING 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1698 ***********************************************************************
 TF1698  DESIGNATION -  H 287
 TF1698  PID         -  TF1698
 TF1698  STATE/COUNTY-  ND/RENVILLE
 TF1698  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1698
 TF1698                         *CURRENT SURVEY CONTROL
 TF1698  ___________________________________________________________________
 TF1698* NAD 83(1986)-  48 51 50.     (N)    101 45 33.     (W)     SCALED    
 TF1698* NAVD 88     -       536.395  (meters)    1759.82   (feet)  ADJUSTED  
 TF1698  ___________________________________________________________________
 TF1698  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 TF1698  DYNAMIC HT  -         536.512 (meters)    1760.21  (feet)  COMP
 TF1698  MODELED GRAV-     980,811.7   (mgal)                       NAVD 88
 TF1698
 TF1698  VERT ORDER  -  SECOND    CLASS 0
 TF1698
 TF1698.The horizontal coordinates were scaled from a topographic map and have
 TF1698.an estimated accuracy of +/- 6 seconds.
 TF1698
 TF1698.The orthometric height was determined by differential leveling
 TF1698.and adjusted by the National Geodetic Survey in June 1991..
 TF1698
 TF1698.The geoid height was determined by GEOID03.
 TF1698
 TF1698.The dynamic height is computed by dividing the NAVD 88
 TF1698.geopotential number by the normal gravity value computed on the
 TF1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1698.degrees latitude (g = 980.6199 gals.).
 TF1698
 TF1698.The modeled gravity was interpolated from observed gravity values.
 TF1698
 TF1698;                    North         East    Units  Estimated Accuracy
 TF1698;SPC ND N     -   208,000.      507,620.      MT  (+/- 180 meters Scaled)
 TF1698
 TF1698                          SUPERSEDED SURVEY CONTROL
 TF1698
 TF1698  NGVD 29 (??/??/92)  536.022  (m)         1758.60   (f) ADJ UNCH    2 0
 TF1698
 TF1698.Superseded values are not recommended for survey control.
 TF1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1698.See file dsdata.txt to determine how the superseded data were derived.
 TF1698
 TF1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV976159(NAD 83)
 TF1698_MARKER: DB = BENCH MARK DISK
 TF1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1698_STAMPING: H 287 1963
 TF1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1698+STABILITY: SURFACE MOTION
 TF1698
 TF1698  HISTORY     - Date     Condition        Report By
 TF1698  HISTORY     - 1963     MONUMENTED       CGS
 TF1698
 TF1698                          STATION DESCRIPTION
 TF1698
 TF1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1698'12.8 MI SW FROM SHERWOOD.
 TF1698'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1698'SHERWOOD, THENCE 6.0 MILES WEST ALONG COUNTY ROAD 4, IN SECTION 13, T
 TF1698'162 N, R 86 W, 267 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 4, 33
 TF1698'FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 1 FOOT EAST OF A
 TF1698'FENCE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF1698'ROAD LEADING SOUTH, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 TF1698'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0131 ***********************************************************************
 SM0131  DESIGNATION -  H 288
 SM0131  PID         -  SM0131
 SM0131  STATE/COUNTY-  ND/NELSON
 SM0131  USGS QUAD   -  KLOTEN NW (1961)
 SM0131
 SM0131                         *CURRENT SURVEY CONTROL
 SM0131  ___________________________________________________________________
 SM0131* NAD 83(1986)-  47 41 13.     (N)    098 08 42.     (W)     SCALED    
 SM0131* NAVD 88     -       447.827  (meters)    1469.25   (feet)  ADJUSTED  
 SM0131  ___________________________________________________________________
 SM0131  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 SM0131  DYNAMIC HT  -         447.894 (meters)    1469.47  (feet)  COMP
 SM0131  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 SM0131
 SM0131  VERT ORDER  -  SECOND    CLASS 0
 SM0131
 SM0131.The horizontal coordinates were scaled from a topographic map and have
 SM0131.an estimated accuracy of +/- 6 seconds.
 SM0131
 SM0131.The orthometric height was determined by differential leveling
 SM0131.and adjusted by the National Geodetic Survey in June 1991..
 SM0131
 SM0131.The geoid height was determined by GEOID03.
 SM0131
 SM0131.The dynamic height is computed by dividing the NAVD 88
 SM0131.geopotential number by the normal gravity value computed on the
 SM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0131.degrees latitude (g = 980.6199 gals.).
 SM0131
 SM0131.The modeled gravity was interpolated from observed gravity values.
 SM0131
 SM0131;                    North         East    Units  Estimated Accuracy
 SM0131;SPC ND N     -    79,080.      776,770.      MT  (+/- 180 meters Scaled)
 SM0131
 SM0131                          SUPERSEDED SURVEY CONTROL
 SM0131
 SM0131  NGVD 29 (??/??/92)  447.470  (m)         1468.07   (f) ADJ UNCH    2 0
 SM0131
 SM0131.Superseded values are not recommended for survey control.
 SM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0131.See file dsdata.txt to determine how the superseded data were derived.
 SM0131
 SM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT641818(NAD 83)
 SM0131_MARKER: DB = BENCH MARK DISK
 SM0131_SETTING: 80 = SET IN A BOULDER
 SM0131_SP_SET: BOULDER
 SM0131_STAMPING: H 288 1963
 SM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0131+STABILITY: SURFACE MOTION
 SM0131
 SM0131  HISTORY     - Date     Condition        Report By
 SM0131  HISTORY     - 1963     MONUMENTED       CGS
 SM0131
 SM0131                          STATION DESCRIPTION
 SM0131
 SM0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0131'6.7 MI S FROM MCVILLE.
 SM0131'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0131'STATION AT MCVILLE, THENCE 5.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0131'THENCE 0.8 MILE EAST ALONG COUNTY ROAD 20, IN SECTION 25, T 149 N, R
 SM0131'59 W, OR 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT
 SM0131'ANETA, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 4.0 MILES
 SM0131'WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 SM0131'ROAD, THENCE 3.15 MILES WEST ALONG COUNTY ROAD 20, 56 FEET NORTH OF
 SM0131'THE CENTER LINE OF THE ROAD, 9 FEET WEST OF A FENCE CORNER, ABOUT 2
 SM0131'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A LARGE
 SM0131'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0293 ***********************************************************************
 SM0293  DESIGNATION -  H 289
 SM0293  PID         -  SM0293
 SM0293  STATE/COUNTY-  ND/NELSON
 SM0293  USGS QUAD   -  KLOTEN NW (1961)
 SM0293
 SM0293                         *CURRENT SURVEY CONTROL
 SM0293  ___________________________________________________________________
 SM0293* NAD 83(1986)-  47 42 31.     (N)    098 13 00.     (W)     SCALED    
 SM0293* NAVD 88     -       450.678  (meters)    1478.60   (feet)  ADJUSTED  
 SM0293  ___________________________________________________________________
 SM0293  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SM0293  DYNAMIC HT  -         450.750 (meters)    1478.84  (feet)  COMP
 SM0293  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 SM0293
 SM0293  VERT ORDER  -  SECOND    CLASS 0
 SM0293
 SM0293.The horizontal coordinates were scaled from a topographic map and have
 SM0293.an estimated accuracy of +/- 6 seconds.
 SM0293
 SM0293.The orthometric height was determined by differential leveling
 SM0293.and adjusted by the National Geodetic Survey in June 1991..
 SM0293
 SM0293.The geoid height was determined by GEOID03.
 SM0293
 SM0293.The dynamic height is computed by dividing the NAVD 88
 SM0293.geopotential number by the normal gravity value computed on the
 SM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0293.degrees latitude (g = 980.6199 gals.).
 SM0293
 SM0293.The modeled gravity was interpolated from observed gravity values.
 SM0293
 SM0293;                    North         East    Units  Estimated Accuracy
 SM0293;SPC ND N     -    81,320.      771,320.      MT  (+/- 180 meters Scaled)
 SM0293
 SM0293                          SUPERSEDED SURVEY CONTROL
 SM0293
 SM0293  NGVD 29 (??/??/92)  450.324  (m)         1477.44   (f) ADJ UNCH    2 0
 SM0293
 SM0293.Superseded values are not recommended for survey control.
 SM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0293.See file dsdata.txt to determine how the superseded data were derived.
 SM0293
 SM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT587842(NAD 83)
 SM0293_MARKER: DB = BENCH MARK DISK
 SM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0293_STAMPING: H 289 1963
 SM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0293+STABILITY: SURFACE MOTION
 SM0293
 SM0293  HISTORY     - Date     Condition        Report By
 SM0293  HISTORY     - 1963     MONUMENTED       CGS
 SM0293
 SM0293                          STATION DESCRIPTION
 SM0293
 SM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0293'7.0 MI SW FROM MCVILLE.
 SM0293'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0293'AT MCVILLE, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD 35 TO A JUNCTION
 SM0293'WITH A ROAD LEADING WEST, THENCE 2.7 MILES WEST ALONG A SECTION LINE
 SM0293'ROAD TO THE WESTERN SLOPE OF A SMALL HILL, 65 FEET NORTH OF THE CENTER
 SM0293'OF THE SECTION ROAD, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 SM0293'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0293'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0560 ***********************************************************************
 RP0560  DESIGNATION -  H 29
 RP0560  PID         -  RP0560
 RP0560  STATE/COUNTY-  ND/RANSOM
 RP0560  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0560
 RP0560                         *CURRENT SURVEY CONTROL
 RP0560  ___________________________________________________________________
 RP0560* NAD 83(1986)-  46 32 35.     (N)    097 30 38.     (W)     SCALED    
 RP0560* NAVD 88     -       331.681  (meters)    1088.19   (feet)  ADJUSTED  
 RP0560  ___________________________________________________________________
 RP0560  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 RP0560  DYNAMIC HT  -         331.697 (meters)    1088.24  (feet)  COMP
 RP0560  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RP0560
 RP0560  VERT ORDER  -  SECOND    CLASS 0
 RP0560
 RP0560.The horizontal coordinates were scaled from a topographic map and have
 RP0560.an estimated accuracy of +/- 6 seconds.
 RP0560
 RP0560.The orthometric height was determined by differential leveling
 RP0560.and adjusted by the National Geodetic Survey in June 1991..
 RP0560
 RP0560.The geoid height was determined by GEOID03.
 RP0560
 RP0560.The dynamic height is computed by dividing the NAVD 88
 RP0560.geopotential number by the normal gravity value computed on the
 RP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0560.degrees latitude (g = 980.6199 gals.).
 RP0560
 RP0560.The modeled gravity was interpolated from observed gravity values.
 RP0560
 RP0560;                    North         East    Units  Estimated Accuracy
 RP0560;SPC ND S     -   101,780.      829,230.      MT  (+/- 180 meters Scaled)
 RP0560
 RP0560                          SUPERSEDED SURVEY CONTROL
 RP0560
 RP0560  NGVD 29 (??/??/92)  331.378  (m)         1087.20   (f) ADJ UNCH    2 0
 RP0560
 RP0560.Superseded values are not recommended for survey control.
 RP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0560.See file dsdata.txt to determine how the superseded data were derived.
 RP0560
 RP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS141554(NAD 83)
 RP0560_MARKER: DB = BENCH MARK DISK
 RP0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0560_STAMPING: H 29 1934
 RP0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0560+STABILITY: SURFACE MOTION
 RP0560
 RP0560  HISTORY     - Date     Condition        Report By
 RP0560  HISTORY     - 1934     MONUMENTED       CGS
 RP0560
 RP0560                          STATION DESCRIPTION
 RP0560
 RP0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0560'1.2 MI NW FROM ANSELM.
 RP0560'1.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RP0560'ANSELM, RANSOM COUNTY, 300 FEET NORTHWEST OF MILEPOST 250, AT A
 RP0560'PUBLIC-ROAD CROSSING, 165 FEET SOUTH AND 10 FEET EAST OF A SECTION
 RP0560'CORNER, 44 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 85 FEET
 RP0560'NORTHWEST OF A POLE, AND 6 FEET SOUTHWEST OF A FENCE CORNER.  A
 RP0560'STANDARD DISK, STAMPED H 29 1934 AND SET IN THE TOP OF A CONCRETE
 RP0560'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0274 ***********************************************************************
 SM0274  DESIGNATION -  H 290
 SM0274  PID         -  SM0274
 SM0274  STATE/COUNTY-  ND/NELSON
 SM0274  USGS QUAD   -  BINFORD NW (1961)
 SM0274
 SM0274                         *CURRENT SURVEY CONTROL
 SM0274  ___________________________________________________________________
 SM0274* NAD 83(1986)-  47 44 41.     (N)    098 28 59.     (W)     SCALED    
 SM0274* NAVD 88     -       450.156  (meters)    1476.89   (feet)  ADJUSTED  
 SM0274  ___________________________________________________________________
 SM0274  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SM0274  DYNAMIC HT  -         450.224 (meters)    1477.11  (feet)  COMP
 SM0274  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 SM0274
 SM0274  VERT ORDER  -  SECOND    CLASS 0
 SM0274
 SM0274.The horizontal coordinates were scaled from a topographic map and have
 SM0274.an estimated accuracy of +/- 6 seconds.
 SM0274
 SM0274.The orthometric height was determined by differential leveling
 SM0274.and adjusted by the National Geodetic Survey in June 1991..
 SM0274
 SM0274.The geoid height was determined by GEOID03.
 SM0274
 SM0274.The dynamic height is computed by dividing the NAVD 88
 SM0274.geopotential number by the normal gravity value computed on the
 SM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0274.degrees latitude (g = 980.6199 gals.).
 SM0274
 SM0274.The modeled gravity was interpolated from observed gravity values.
 SM0274
 SM0274;                    North         East    Units  Estimated Accuracy
 SM0274;SPC ND N     -    84,780.      751,230.      MT  (+/- 180 meters Scaled)
 SM0274
 SM0274                          SUPERSEDED SURVEY CONTROL
 SM0274
 SM0274  NGVD 29 (??/??/92)  449.798  (m)         1475.71   (f) ADJ UNCH    2 0
 SM0274
 SM0274.Superseded values are not recommended for survey control.
 SM0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0274.See file dsdata.txt to determine how the superseded data were derived.
 SM0274
 SM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT387880(NAD 83)
 SM0274_MARKER: DB = BENCH MARK DISK
 SM0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0274_STAMPING: H 290 1963
 SM0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0274+STABILITY: SURFACE MOTION
 SM0274
 SM0274  HISTORY     - Date     Condition        Report By
 SM0274  HISTORY     - 1963     MONUMENTED       CGS
 SM0274
 SM0274                          STATION DESCRIPTION
 SM0274
 SM0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0274'7.85 MI SW FROM TOLNA.
 SM0274'ABOUT 5.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0274'RAILWAY STATION AT TOLNA, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD,
 SM0274'IN SECTION 5, T 150 N, R 61 W, 66 FEET NORTHWEST OF THE CENTER OF A
 SM0274'ROAD INTERSECTION, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, 27
 SM0274'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 24 FEET
 SM0274'WEST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF
 SM0274'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 SM0274'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0335 ***********************************************************************
 SM0335  DESIGNATION -  H 291
 SM0335  PID         -  SM0335
 SM0335  STATE/COUNTY-  ND/NELSON
 SM0335  USGS QUAD   -  PEKIN NW (1951)
 SM0335
 SM0335                         *CURRENT SURVEY CONTROL
 SM0335  ___________________________________________________________________
 SM0335* NAD 83(1986)-  47 59 26.     (N)    098 29 01.     (W)     SCALED    
 SM0335* NAVD 88     -       457.107  (meters)    1499.69   (feet)  ADJUSTED  
 SM0335  ___________________________________________________________________
 SM0335  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SM0335  DYNAMIC HT  -         457.181 (meters)    1499.93  (feet)  COMP
 SM0335  MODELED GRAV-     980,759.1   (mgal)                       NAVD 88
 SM0335
 SM0335  VERT ORDER  -  SECOND    CLASS 0
 SM0335
 SM0335.The horizontal coordinates were scaled from a topographic map and have
 SM0335.an estimated accuracy of +/- 6 seconds.
 SM0335
 SM0335.The orthometric height was determined by differential leveling
 SM0335.and adjusted by the National Geodetic Survey in June 1991..
 SM0335
 SM0335.The geoid height was determined by GEOID03.
 SM0335
 SM0335.The dynamic height is computed by dividing the NAVD 88
 SM0335.geopotential number by the normal gravity value computed on the
 SM0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0335.degrees latitude (g = 980.6199 gals.).
 SM0335
 SM0335.The modeled gravity was interpolated from observed gravity values.
 SM0335
 SM0335;                    North         East    Units  Estimated Accuracy
 SM0335;SPC ND N     -   112,100.      750,480.      MT  (+/- 180 meters Scaled)
 SM0335
 SM0335                          SUPERSEDED SURVEY CONTROL
 SM0335
 SM0335  NGVD 29 (??/??/92)  456.730  (m)         1498.45   (f) ADJ UNCH    2 0
 SM0335
 SM0335.Superseded values are not recommended for survey control.
 SM0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0335.See file dsdata.txt to determine how the superseded data were derived.
 SM0335
 SM0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU385153(NAD 83)
 SM0335_MARKER: DB = BENCH MARK DISK
 SM0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0335_STAMPING: H 291 1963
 SM0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0335+STABILITY: SURFACE MOTION
 SM0335
 SM0335  HISTORY     - Date     Condition        Report By
 SM0335  HISTORY     - 1963     MONUMENTED       CGS
 SM0335
 SM0335                          STATION DESCRIPTION
 SM0335
 SM0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0335'6.15 MI SW FROM BARTLETT.
 SM0335'ABOUT 4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0335'RAILWAY STATION AT BARTLETT, THENCE 2.0 MILES WEST ALONG A GRAVELED
 SM0335'ROAD, IN SECTION 17, T 152 N, R 61 W, 87 FEET SOUTHWEST OF THE CENTER
 SM0335'OF THE JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, 71 FEET SOUTH OF
 SM0335'THE CENTER LINE OF THE ROAD, 51 FEET WEST OF THE CENTER LINE OF A
 SM0335'GRAVELED ROAD, 15 FEET SOUTH OF A CORNER FENCE POST, 2 FEET EAST OF A
 SM0335'FENCE 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 SM0335'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0335'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0221 ***********************************************************************
 SM0221  DESIGNATION -  H 292
 SM0221  PID         -  SM0221
 SM0221  STATE/COUNTY-  ND/NELSON
 SM0221  USGS QUAD   -  LAMBS LAKE (1971)
 SM0221
 SM0221                         *CURRENT SURVEY CONTROL
 SM0221  ___________________________________________________________________
 SM0221* NAD 83(1986)-  47 55 04.     (N)    098 07 05.     (W)     SCALED    
 SM0221* NAVD 88     -       461.512  (meters)    1514.14   (feet)  ADJUSTED  
 SM0221  ___________________________________________________________________
 SM0221  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 SM0221  DYNAMIC HT  -         461.591 (meters)    1514.40  (feet)  COMP
 SM0221  MODELED GRAV-     980,767.1   (mgal)                       NAVD 88
 SM0221
 SM0221  VERT ORDER  -  SECOND    CLASS 0
 SM0221
 SM0221.The horizontal coordinates were scaled from a topographic map and have
 SM0221.an estimated accuracy of +/- 6 seconds.
 SM0221
 SM0221.The orthometric height was determined by differential leveling
 SM0221.and adjusted by the National Geodetic Survey in June 1991..
 SM0221
 SM0221.The geoid height was determined by GEOID03.
 SM0221
 SM0221.The dynamic height is computed by dividing the NAVD 88
 SM0221.geopotential number by the normal gravity value computed on the
 SM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0221.degrees latitude (g = 980.6199 gals.).
 SM0221
 SM0221.The modeled gravity was interpolated from observed gravity values.
 SM0221
 SM0221;                    North         East    Units  Estimated Accuracy
 SM0221;SPC ND N     -   104,790.      778,000.      MT  (+/- 180 meters Scaled)
 SM0221
 SM0221                          SUPERSEDED SURVEY CONTROL
 SM0221
 SM0221  NGVD 29 (??/??/92)  461.145  (m)         1512.94   (f) ADJ UNCH    2 0
 SM0221
 SM0221.Superseded values are not recommended for survey control.
 SM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0221.See file dsdata.txt to determine how the superseded data were derived.
 SM0221
 SM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU658075(NAD 83)
 SM0221_MARKER: DB = BENCH MARK DISK
 SM0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0221_STAMPING: H 292 1963
 SM0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0221+STABILITY: SURFACE MOTION
 SM0221
 SM0221  HISTORY     - Date     Condition        Report By
 SM0221  HISTORY     - 1963     MONUMENTED       CGS
 SM0221
 SM0221                          STATION DESCRIPTION
 SM0221
 SM0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0221'7.4 MI S FROM MICHIGAN.
 SM0221'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0221'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0221'2, THENCE 7.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 7, T 151 N,
 SM0221'R 58 W, 0.25 MILE SOUTH OF A TWO-STORY HOUSE WHICH IS ON THE WEST SIDE
 SM0221'OF THE ROAD, 74 FEET WEST OF THE CENTER LINE OF THE ROAD, 34 FEET
 SM0221'SOUTH OF THE CENTER OF AN ENTRANCE TO A FIELD, 11 FEET SOUTH OF A
 SM0221'POWER POLE, 1 1/2 FEET EAST OF A FENCE, 1.5 FEET NORTHWEST OF A METAL
 SM0221'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SM0221'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0021 ***********************************************************************
 SM0021  DESIGNATION -  H 293
 SM0021  PID         -  SM0021
 SM0021  STATE/COUNTY-  ND/NELSON
 SM0021  USGS QUAD   -  PEKIN NE (1951)
 SM0021
 SM0021                         *CURRENT SURVEY CONTROL
 SM0021  ___________________________________________________________________
 SM0021* NAD 83(1986)-  47 55 29.     (N)    098 20 01.     (W)     SCALED    
 SM0021* NAVD 88     -       458.763  (meters)    1505.12   (feet)  ADJUSTED  
 SM0021  ___________________________________________________________________
 SM0021  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SM0021  DYNAMIC HT  -         458.845 (meters)    1505.39  (feet)  COMP
 SM0021  MODELED GRAV-     980,773.9   (mgal)                       NAVD 88
 SM0021
 SM0021  VERT ORDER  -  SECOND    CLASS 0
 SM0021
 SM0021.The horizontal coordinates were scaled from a topographic map and have
 SM0021.an estimated accuracy of +/- 6 seconds.
 SM0021
 SM0021.The orthometric height was determined by differential leveling
 SM0021.and adjusted by the National Geodetic Survey in June 1991..
 SM0021
 SM0021.The geoid height was determined by GEOID03.
 SM0021
 SM0021.The dynamic height is computed by dividing the NAVD 88
 SM0021.geopotential number by the normal gravity value computed on the
 SM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0021.degrees latitude (g = 980.6199 gals.).
 SM0021
 SM0021.The modeled gravity was interpolated from observed gravity values.
 SM0021
 SM0021;                    North         East    Units  Estimated Accuracy
 SM0021;SPC ND N     -   105,090.      761,870.      MT  (+/- 180 meters Scaled)
 SM0021
 SM0021                          SUPERSEDED SURVEY CONTROL
 SM0021
 SM0021  NGVD 29 (??/??/92)  458.404  (m)         1503.95   (f) ADJ UNCH    2 0
 SM0021
 SM0021.Superseded values are not recommended for survey control.
 SM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0021.See file dsdata.txt to determine how the superseded data were derived.
 SM0021
 SM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU497081(NAD 83)
 SM0021_MARKER: DB = BENCH MARK DISK
 SM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0021_STAMPING: H 293 1963
 SM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0021+STABILITY: SURFACE MOTION
 SM0021
 SM0021  HISTORY     - Date     Condition        Report By
 SM0021  HISTORY     - 1963     MONUMENTED       CGS
 SM0021
 SM0021                          STATION DESCRIPTION
 SM0021
 SM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0021'8.3 MI S FROM LAKOTA.
 SM0021'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0021'AT LAKOTA, THENCE 7.9 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION 4,
 SM0021'T 151 N, R 60 W, 0.1 MILE SOUTHWEST OF A FARM HOUSE, 121 FEET WEST OF
 SM0021'THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF THE CENTER LINE OF
 SM0021'FIELD ENTRANCE ROAD, 4 FEET EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF
 SM0021'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 SM0021'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0081 ***********************************************************************
 SM0081  DESIGNATION -  H 294 RESET
 SM0081  PID         -  SM0081
 SM0081  STATE/COUNTY-  ND/GRIGGS
 SM0081  USGS QUAD   -  KLOTEN SE (1967)
 SM0081
 SM0081                         *CURRENT SURVEY CONTROL
 SM0081  ___________________________________________________________________
 SM0081* NAD 83(1986)-  47 32 36.     (N)    098 03 13.     (W)     SCALED    
 SM0081* NAVD 88     -       398.35   (+/-2cm)    1306.9    (feet)  VERTCON   
 SM0081  ___________________________________________________________________
 SM0081  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SM0081
 SM0081  VERT ORDER  -  THIRD (See Below)
 SM0081
 SM0081.The horizontal coordinates were scaled from a topographic map and have
 SM0081.an estimated accuracy of +/- 6 seconds.
 SM0081
 SM0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0081.The vertical order pertains to the NGVD 29 superseded value.
 SM0081
 SM0081.The geoid height was determined by GEOID03.
 SM0081
 SM0081;                    North         East    Units  Estimated Accuracy
 SM0081;SPC ND N     -    63,330.      784,130.      MT  (+/- 180 meters Scaled)
 SM0081
 SM0081                          SUPERSEDED SURVEY CONTROL
 SM0081
 SM0081  NGVD 29 (11/04/04)  397.98   (m)         1305.7    (f) RESET       3  
 SM0081
 SM0081.Superseded values are not recommended for survey control.
 SM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0081.See file dsdata.txt to determine how the superseded data were derived.
 SM0081
 SM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT712659(NAD 83)
 SM0081_MARKER: DB = BENCH MARK DISK
 SM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0081_STAMPING: H 294 RESET 1965
 SM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0081+STABILITY: SURFACE MOTION
 SM0081
 SM0081  HISTORY     - Date     Condition        Report By
 SM0081  HISTORY     - 1965     MONUMENTED       CGS
 SM0081
 SM0081                          STATION DESCRIPTION
 SM0081
 SM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0081'11.15 MI NE FROM COOPERSTOWN.
 SM0081'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0081'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH AND 3.75 MILES
 SM0081'EAST ALONG STATE HIGHWAY 45, IN SECTION 21, T 147 N, R 58 W, 0.05 MILE
 SM0081'WEST-SOUTHWEST OF A CONCRETE BRIDGE, 100 FEET SOUTH OF THE CENTER LINE
 SM0081'OF STATE HIGHWAY 45, 2 FEET NORTH OF A POWER LINE POLE, 2 FEET EAST OF
 SM0081'A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SM0081'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0349 ***********************************************************************
 SM0349  DESIGNATION -  H 295
 SM0349  PID         -  SM0349
 SM0349  STATE/COUNTY-  ND/GRIGGS
 SM0349  USGS QUAD   -  REVERE (1961)
 SM0349
 SM0349                         *CURRENT SURVEY CONTROL
 SM0349  ___________________________________________________________________
 SM0349* NAD 83(1986)-  47 19 55.     (N)    098 16 24.     (W)     SCALED    
 SM0349* NAVD 88     -       438.754  (meters)    1439.48   (feet)  ADJUSTED  
 SM0349  ___________________________________________________________________
 SM0349  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 SM0349  DYNAMIC HT  -         438.793 (meters)    1439.61  (feet)  COMP
 SM0349  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 SM0349
 SM0349  VERT ORDER  -  SECOND    CLASS 0
 SM0349
 SM0349.The horizontal coordinates were scaled from a topographic map and have
 SM0349.an estimated accuracy of +/- 6 seconds.
 SM0349
 SM0349.The orthometric height was determined by differential leveling
 SM0349.and adjusted by the National Geodetic Survey in June 1991..
 SM0349
 SM0349.The geoid height was determined by GEOID03.
 SM0349
 SM0349.The dynamic height is computed by dividing the NAVD 88
 SM0349.geopotential number by the normal gravity value computed on the
 SM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0349.degrees latitude (g = 980.6199 gals.).
 SM0349
 SM0349.The modeled gravity was interpolated from observed gravity values.
 SM0349
 SM0349;                    North         East    Units  Estimated Accuracy
 SM0349;SPC ND N     -    39,340.      768,280.      MT  (+/- 180 meters Scaled)
 SM0349
 SM0349                          SUPERSEDED SURVEY CONTROL
 SM0349
 SM0349  NGVD 29 (??/??/92)  438.396  (m)         1438.30   (f) ADJ UNCH    2 0
 SM0349
 SM0349.Superseded values are not recommended for survey control.
 SM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0349.See file dsdata.txt to determine how the superseded data were derived.
 SM0349
 SM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT549423(NAD 83)
 SM0349_MARKER: DB = BENCH MARK DISK
 SM0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0349_STAMPING: H 295 1963
 SM0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0349+STABILITY: SURFACE MOTION
 SM0349
 SM0349  HISTORY     - Date     Condition        Report By
 SM0349  HISTORY     - 1963     MONUMENTED       CGS
 SM0349
 SM0349                          STATION DESCRIPTION
 SM0349
 SM0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0349'4.3 MI W FROM HANNAFORD.
 SM0349'ABOUT 4.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0349'CROSSING OF THE GREAT NORTHERN AND NORTHERN PACIFIC RAILWAYS AT
 SM0349'HANNAFORD, IN SECTION 35, T 145 N, R 60 W, 0.3 MILE NORTH OF A FARM
 SM0349'HOUSE, 53 FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 3
 SM0349'1/2 POLES WEST OF MILEPOST 77, 46 FEET SOUTH OF THE SOUTH RAIL, 23
 SM0349'FEET WEST OF THE CENTER OF A WIRE GATE, 1 1/2 FEET NORTH OF A FENCE,
 SM0349'1.5 FEET EAST OF A METAL WITNESS POST ABOUT 4 FEET BELOW THE LEVEL OF
 SM0349'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0947 ***********************************************************************
 SL0947  DESIGNATION -  H 296
 SL0947  PID         -  SL0947
 SL0947  STATE/COUNTY-  ND/GRAND FORKS
 SL0947  USGS QUAD   -  NIAGARA SW (1963)
 SL0947
 SL0947                         *CURRENT SURVEY CONTROL
 SL0947  ___________________________________________________________________
 SL0947* NAD 83(1986)-  47 51 39.     (N)    097 52 53.     (W)     SCALED    
 SL0947* NAVD 88     -       451.841  (meters)    1482.41   (feet)  ADJUSTED  
 SL0947  ___________________________________________________________________
 SL0947  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 SL0947  DYNAMIC HT  -         451.908 (meters)    1482.63  (feet)  COMP
 SL0947  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 SL0947
 SL0947  VERT ORDER  -  SECOND    CLASS 0
 SL0947
 SL0947.The horizontal coordinates were scaled from a topographic map and have
 SL0947.an estimated accuracy of +/- 6 seconds.
 SL0947
 SL0947.The orthometric height was determined by differential leveling
 SL0947.and adjusted by the National Geodetic Survey in June 1991..
 SL0947
 SL0947.The geoid height was determined by GEOID03.
 SL0947
 SL0947.The dynamic height is computed by dividing the NAVD 88
 SL0947.geopotential number by the normal gravity value computed on the
 SL0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0947.degrees latitude (g = 980.6199 gals.).
 SL0947
 SL0947.The modeled gravity was interpolated from observed gravity values.
 SL0947
 SL0947;                    North         East    Units  Estimated Accuracy
 SL0947;SPC ND N     -    99,040.      795,890.      MT  (+/- 180 meters Scaled)
 SL0947
 SL0947                          SUPERSEDED SURVEY CONTROL
 SL0947
 SL0947  NGVD 29 (??/??/92)  451.467  (m)         1481.19   (f) ADJ UNCH    2 0
 SL0947
 SL0947.Superseded values are not recommended for survey control.
 SL0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0947.See file dsdata.txt to determine how the superseded data were derived.
 SL0947
 SL0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU836014(NAD 83)
 SL0947_MARKER: DB = BENCH MARK DISK
 SL0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0947_STAMPING: H 296 1963
 SL0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0947+STABILITY: SURFACE MOTION
 SL0947
 SL0947  HISTORY     - Date     Condition        Report By
 SL0947  HISTORY     - 1963     MONUMENTED       CGS
 SL0947
 SL0947                          STATION DESCRIPTION
 SL0947
 SL0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0947'9.85 MI S FROM NIAGARA.
 SL0947'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0947'AT NIAGARA, THENCE 9.35 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION
 SL0947'30, T 151 N, R 56 W, 79 FEET NORTHEAST OF THE CENTER OF THE
 SL0947'INTERSECTION WITH A GRAVELED ROAD WEST AND A TRAIL ROAD EAST, 58 FEET
 SL0947'EAST OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE CENTER LINE
 SL0947'OF THE TRAIL ROAD, 4 FEET EAST OF A TELEPHONE POLE, 2.1 FEET WEST OF A
 SL0947'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SL0947'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0983 ***********************************************************************
 SL0983  DESIGNATION -  H 297
 SL0983  PID         -  SL0983
 SL0983  STATE/COUNTY-  ND/GRAND FORKS
 SL0983  USGS QUAD   -  LOGAN CENTER (1963)
 SL0983
 SL0983                         *CURRENT SURVEY CONTROL
 SL0983  ___________________________________________________________________
 SL0983* NAD 83(1986)-  47 48 10.     (N)    097 45 14.     (W)     SCALED    
 SL0983* NAVD 88     -       397.077  (meters)    1302.74   (feet)  ADJUSTED  
 SL0983  ___________________________________________________________________
 SL0983  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 SL0983  DYNAMIC HT  -         397.136 (meters)    1302.94  (feet)  COMP
 SL0983  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 SL0983
 SL0983  VERT ORDER  -  SECOND    CLASS 0
 SL0983
 SL0983.The horizontal coordinates were scaled from a topographic map and have
 SL0983.an estimated accuracy of +/- 6 seconds.
 SL0983
 SL0983.The orthometric height was determined by differential leveling
 SL0983.and adjusted by the National Geodetic Survey in June 1991..
 SL0983
 SL0983.The geoid height was determined by GEOID03.
 SL0983
 SL0983.The dynamic height is computed by dividing the NAVD 88
 SL0983.geopotential number by the normal gravity value computed on the
 SL0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0983.degrees latitude (g = 980.6199 gals.).
 SL0983
 SL0983.The modeled gravity was interpolated from observed gravity values.
 SL0983
 SL0983;                    North         East    Units  Estimated Accuracy
 SL0983;SPC ND N     -    92,920.      805,660.      MT  (+/- 180 meters Scaled)
 SL0983
 SL0983                          SUPERSEDED SURVEY CONTROL
 SL0983
 SL0983  NGVD 29 (??/??/92)  396.710  (m)         1301.54   (f) ADJ UNCH    2 0
 SL0983
 SL0983.Superseded values are not recommended for survey control.
 SL0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0983.See file dsdata.txt to determine how the superseded data were derived.
 SL0983
 SL0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT933951(NAD 83)
 SL0983_MARKER: DB = BENCH MARK DISK
 SL0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0983_STAMPING: H 297 1963
 SL0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0983+STABILITY: SURFACE MOTION
 SL0983
 SL0983  HISTORY     - Date     Condition        Report By
 SL0983  HISTORY     - 1963     MONUMENTED       CGS
 SL0983
 SL0983                          STATION DESCRIPTION
 SL0983
 SL0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0983'14.2 MI NW FROM NORTHWOOD.
 SL0983'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0983'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL0983'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL0983'WEST ALONG STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 SL0983'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SL0983'NORTH ALONG A GRAVELED ROAD, IN SECTION 13, T 150 N, R 56 W, ABOUT 80
 SL0983'YARDS NORTHWEST OF THE INTERSECTION WITH AN EAST-WEST TRAIL ROAD AND
 SL0983'GRAVELED ROAD NORTH, 46 FEET NORTH OF THE CENTER LINE OF THE TRAIL
 SL0983'ROAD, 7 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTH OF A METAL WITNESS
 SL0983'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SL0983'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0917 ***********************************************************************
 SL0917  DESIGNATION -  H 298
 SL0917  PID         -  SL0917
 SL0917  STATE/COUNTY-  ND/NELSON
 SL0917  USGS QUAD   -  LAKE PICKARD (1971)
 SL0917
 SL0917                         *CURRENT SURVEY CONTROL
 SL0917  ___________________________________________________________________
 SL0917* NAD 83(1986)-  47 54 15.     (N)    097 59 19.     (W)     SCALED    
 SL0917* NAVD 88     -       455.742  (meters)    1495.21   (feet)  ADJUSTED  
 SL0917  ___________________________________________________________________
 SL0917  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0917  DYNAMIC HT  -         455.815 (meters)    1495.45  (feet)  COMP
 SL0917  MODELED GRAV-     980,758.1   (mgal)                       NAVD 88
 SL0917
 SL0917  VERT ORDER  -  SECOND    CLASS 0
 SL0917
 SL0917.The horizontal coordinates were scaled from a topographic map and have
 SL0917.an estimated accuracy of +/- 6 seconds.
 SL0917
 SL0917.The orthometric height was determined by differential leveling
 SL0917.and adjusted by the National Geodetic Survey in June 1991..
 SL0917
 SL0917.The geoid height was determined by GEOID03.
 SL0917
 SL0917.The dynamic height is computed by dividing the NAVD 88
 SL0917.geopotential number by the normal gravity value computed on the
 SL0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0917.degrees latitude (g = 980.6199 gals.).
 SL0917
 SL0917.The modeled gravity was interpolated from observed gravity values.
 SL0917
 SL0917;                    North         East    Units  Estimated Accuracy
 SL0917;SPC ND N     -   103,590.      787,720.      MT  (+/- 180 meters Scaled)
 SL0917
 SL0917                          SUPERSEDED SURVEY CONTROL
 SL0917
 SL0917  NGVD 29 (??/??/92)  455.371  (m)         1494.00   (f) ADJ UNCH    2 0
 SL0917
 SL0917.Superseded values are not recommended for survey control.
 SL0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0917.See file dsdata.txt to determine how the superseded data were derived.
 SL0917
 SL0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU755061(NAD 83)
 SL0917_MARKER: DB = BENCH MARK DISK
 SL0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0917_STAMPING: H 298 1963
 SL0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0917+STABILITY: SURFACE MOTION
 SL0917
 SL0917  HISTORY     - Date     Condition        Report By
 SL0917  HISTORY     - 1963     MONUMENTED       CGS
 SL0917
 SL0917                          STATION DESCRIPTION
 SL0917
 SL0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0917'7.85 MI S FROM PETERSBURG.
 SL0917'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0917'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 7.0 MILES SOUTH ALONG
 SL0917'STATE HIGHWAY 32, IN SECTION 8, T 151 N, R 57 W, 210 FEET NORTHEAST OF
 SL0917'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 32 AND COUNTY ROAD 4,
 SL0917'196 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 75 FEET NORTH OF THE
 SL0917'CENTER LINE OF COUNTY ROAD 4, 15 1/2 FEET SOUTH OF POWER POLE NUMBER
 SL0917'505, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW
 SL0917'THE LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST
 SL0917'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0215 ***********************************************************************
 SM0215  DESIGNATION -  H 299
 SM0215  PID         -  SM0215
 SM0215  STATE/COUNTY-  ND/NELSON
 SM0215  USGS QUAD   -  BITTER LAKE (1971)
 SM0215
 SM0215                         *CURRENT SURVEY CONTROL
 SM0215  ___________________________________________________________________
 SM0215* NAD 83(1986)-  47 56 49.     (N)    098 08 20.     (W)     SCALED    
 SM0215* NAVD 88     -       462.048  (meters)    1515.90   (feet)  ADJUSTED  
 SM0215  ___________________________________________________________________
 SM0215  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 SM0215  DYNAMIC HT  -         462.127 (meters)    1516.16  (feet)  COMP
 SM0215  MODELED GRAV-     980,767.6   (mgal)                       NAVD 88
 SM0215
 SM0215  VERT ORDER  -  SECOND    CLASS 0
 SM0215
 SM0215.The horizontal coordinates were scaled from a topographic map and have
 SM0215.an estimated accuracy of +/- 6 seconds.
 SM0215
 SM0215.The orthometric height was determined by differential leveling
 SM0215.and adjusted by the National Geodetic Survey in June 1991..
 SM0215
 SM0215.The geoid height was determined by GEOID03.
 SM0215
 SM0215.The dynamic height is computed by dividing the NAVD 88
 SM0215.geopotential number by the normal gravity value computed on the
 SM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0215.degrees latitude (g = 980.6199 gals.).
 SM0215
 SM0215.The modeled gravity was interpolated from observed gravity values.
 SM0215
 SM0215;                    North         East    Units  Estimated Accuracy
 SM0215;SPC ND N     -   107,990.      776,340.      MT  (+/- 180 meters Scaled)
 SM0215
 SM0215                          SUPERSEDED SURVEY CONTROL
 SM0215
 SM0215  NGVD 29 (??/??/92)  461.680  (m)         1514.70   (f) ADJ UNCH    2 0
 SM0215
 SM0215.Superseded values are not recommended for survey control.
 SM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0215.See file dsdata.txt to determine how the superseded data were derived.
 SM0215
 SM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU643107(NAD 83)
 SM0215_MARKER: DB = BENCH MARK DISK
 SM0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0215_STAMPING: H 299 1963
 SM0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0215+STABILITY: SURFACE MOTION
 SM0215
 SM0215  HISTORY     - Date     Condition        Report By
 SM0215  HISTORY     - 1963     MONUMENTED       CGS
 SM0215
 SM0215                          STATION DESCRIPTION
 SM0215
 SM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0215'6.4 MI SW FROM MICHIGAN.
 SM0215'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0215'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0215'2, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 1.0 MILE WEST
 SM0215'ALONG A GRAVELED ROAD, IN SECTION 31, T 152 N, R 58 W, 113 FEET
 SM0215'SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A TRAIL ROAD, 102
 SM0215'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF THE CENTER
 SM0215'LINE OF DIM TRAIL ROAD, 77 FEET SOUTHEAST OF A POWER POLE, 1.7 FEET
 SM0215'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0215'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0172 ***********************************************************************
 TF0172  DESIGNATION -  H 3
 TF0172  PID         -  TF0172
 TF0172  STATE/COUNTY-  ND/PIERCE
 TF0172  USGS QUAD   -  BERWICK (1954)
 TF0172
 TF0172                         *CURRENT SURVEY CONTROL
 TF0172  ___________________________________________________________________
 TF0172* NAD 83(1986)-  48 21 52.     (N)    100 10 21.     (W)     SCALED    
 TF0172* NAVD 88     -       458.394  (meters)    1503.91   (feet)  ADJUSTED  
 TF0172  ___________________________________________________________________
 TF0172  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 TF0172  DYNAMIC HT  -         458.488 (meters)    1504.22  (feet)  COMP
 TF0172  MODELED GRAV-     980,800.7   (mgal)                       NAVD 88
 TF0172
 TF0172  VERT ORDER  -  FIRST     CLASS II
 TF0172
 TF0172.The horizontal coordinates were scaled from a topographic map and have
 TF0172.an estimated accuracy of +/- 6 seconds.
 TF0172
 TF0172.The orthometric height was determined by differential leveling
 TF0172.and adjusted by the National Geodetic Survey in June 1991..
 TF0172
 TF0172.The geoid height was determined by GEOID03.
 TF0172
 TF0172.The dynamic height is computed by dividing the NAVD 88
 TF0172.geopotential number by the normal gravity value computed on the
 TF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0172.degrees latitude (g = 980.6199 gals.).
 TF0172
 TF0172.The modeled gravity was interpolated from observed gravity values.
 TF0172
 TF0172;                    North         East    Units  Estimated Accuracy
 TF0172;SPC ND N     -   151,750.      624,270.      MT  (+/- 180 meters Scaled)
 TF0172
 TF0172                          SUPERSEDED SURVEY CONTROL
 TF0172
 TF0172  NGVD 29 (??/??/92)  458.035  (m)         1502.74   (f) ADJ UNCH    1 2
 TF0172
 TF0172.Superseded values are not recommended for survey control.
 TF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0172.See file dsdata.txt to determine how the superseded data were derived.
 TF0172
 TF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU131574(NAD 83)
 TF0172_MARKER: P = PIPE CAP
 TF0172_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0172_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0172_STAMPING: H 3 ELEV 1502.736 FT.
 TF0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0172
 TF0172  HISTORY     - Date     Condition        Report By
 TF0172  HISTORY     - UNK      MONUMENTED       CGS
 TF0172  HISTORY     - 1964     GOOD             NGS
 TF0172  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0172
 TF0172                          STATION DESCRIPTION
 TF0172
 TF0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0172'2.9 MI W FROM TUNBRIDGE.
 TF0172'ABOUT 2.9 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0172'AT TUNBRIDGE, OR 3.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM
 TF0172'THE STATION AT BERWICK, IN S 4, T 156 N, R 74 W, 94 FEET NORTH OF THE
 TF0172'NORTH RAIL, 465 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED
 TF0172'ROAD, 74 1/2 FEET NORTHWEST OF THE THIRD POLE WEST OF A ROAD CROSSING,
 TF0172'2 FEET SOUTH OF A FENCE, 0.3 FOOT WEST OF A METAL WITNESS POST, ABOUT
 TF0172'LEVEL WITH THE TRACK, A CAP ON THE TOP OF AN IRON PIPE THAT IS ABOUT
 TF0172'18 INCHES BELOW THE LEVEL OF THE GROUND.
 TF0172
 TF0172                          STATION RECOVERY (1982)
 TF0172
 TF0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0172'NOT SEARCHED FOR DURING THIS SURVEY, INACCESSIBLE FOR LEVELS THIS
 TF0172'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0290 ***********************************************************************
 SO0290  DESIGNATION -  H 3 B 1
 SO0290  PID         -  SO0290
 SO0290  STATE/COUNTY-  ND/MOUNTRAIL
 SO0290  USGS QUAD   -  PARSHALL (1981)
 SO0290
 SO0290                         *CURRENT SURVEY CONTROL
 SO0290  ___________________________________________________________________
 SO0290* NAD 83(1986)-  47 59 35.     (N)    102 07 43.     (W)     SCALED    
 SO0290* NAVD 88     -       648.823  (meters)    2128.68   (feet)  ADJUSTED  
 SO0290  ___________________________________________________________________
 SO0290  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 SO0290  DYNAMIC HT  -         648.921 (meters)    2129.00  (feet)  COMP
 SO0290  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 SO0290
 SO0290  VERT ORDER  -  SECOND    CLASS 0
 SO0290
 SO0290.The horizontal coordinates were scaled from a topographic map and have
 SO0290.an estimated accuracy of +/- 6 seconds.
 SO0290
 SO0290.The orthometric height was determined by differential leveling
 SO0290.and adjusted by the National Geodetic Survey in June 1991..
 SO0290
 SO0290.The geoid height was determined by GEOID03.
 SO0290
 SO0290.The dynamic height is computed by dividing the NAVD 88
 SO0290.geopotential number by the normal gravity value computed on the
 SO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0290.degrees latitude (g = 980.6199 gals.).
 SO0290
 SO0290.The modeled gravity was interpolated from observed gravity values.
 SO0290
 SO0290;                    North         East    Units  Estimated Accuracy
 SO0290;SPC ND N     -   111,690.      478,470.      MT  (+/- 180 meters Scaled)
 SO0290
 SO0290                          SUPERSEDED SURVEY CONTROL
 SO0290
 SO0290  NGVD 29 (??/??/92)  648.39   (m)         2127.3    (f) COMPUTED    2 0
 SO0290
 SO0290.Superseded values are not recommended for survey control.
 SO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0290.See file dsdata.txt to determine how the superseded data were derived.
 SO0290
 SO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP142195(NAD 83)
 SO0290_MARKER: DD = SURVEY DISK
 SO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0290_STAMPING: B 1
 SO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0290+STABILITY: SURFACE MOTION
 SO0290
 SO0290  HISTORY     - Date     Condition        Report By
 SO0290  HISTORY     - UNK      MONUMENTED       DOD
 SO0290  HISTORY     - 1963     GOOD             NGS
 SO0290
 SO0290                          STATION DESCRIPTION
 SO0290
 SO0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0290'3.1 MI N FROM PARSHALL.
 SO0290'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0290'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 1.0
 SO0290'MILE NORTH ALONG A GRAVELED COUNTY ROAD, NEAR THE INTERSECTION OF A
 SO0290'TRACK ROAD, 64.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 196 FEET
 SO0290'NORTH OF THE CENTERLINE OF THE TRACK ROAD, ABOUT 1085 FEET SOUTHWEST
 SO0290'OF THE LAUNCHER, ABOUT 3 FEET ABOVE THE LEVEL OF THE EAST-WEST ROAD, A
 SO0290'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 12, R 90 W, T 152 N.
 SO0290'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0294 ***********************************************************************
 SO0294  DESIGNATION -  H 3 B 2
 SO0294  PID         -  SO0294
 SO0294  STATE/COUNTY-  ND/MOUNTRAIL
 SO0294  USGS QUAD   -  PARSHALL (1981)
 SO0294
 SO0294                         *CURRENT SURVEY CONTROL
 SO0294  ___________________________________________________________________
 SO0294* NAD 83(1986)-  47 59 53.     (N)    102 07 42.     (W)     SCALED    
 SO0294* NAVD 88     -       647.029  (meters)    2122.79   (feet)  ADJUSTED  
 SO0294  ___________________________________________________________________
 SO0294  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 SO0294  DYNAMIC HT  -         647.127 (meters)    2123.12  (feet)  COMP
 SO0294  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 SO0294
 SO0294  VERT ORDER  -  SECOND    CLASS 0
 SO0294
 SO0294.The horizontal coordinates were scaled from a topographic map and have
 SO0294.an estimated accuracy of +/- 6 seconds.
 SO0294
 SO0294.The orthometric height was determined by differential leveling
 SO0294.and adjusted by the National Geodetic Survey in June 1991..
 SO0294
 SO0294.The geoid height was determined by GEOID03.
 SO0294
 SO0294.The dynamic height is computed by dividing the NAVD 88
 SO0294.geopotential number by the normal gravity value computed on the
 SO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0294.degrees latitude (g = 980.6199 gals.).
 SO0294
 SO0294.The modeled gravity was interpolated from observed gravity values.
 SO0294
 SO0294;                    North         East    Units  Estimated Accuracy
 SO0294;SPC ND N     -   112,250.      478,500.      MT  (+/- 180 meters Scaled)
 SO0294
 SO0294                          SUPERSEDED SURVEY CONTROL
 SO0294
 SO0294  NGVD 29 (??/??/92)  646.60   (m)         2121.4    (f) COMPUTED    2 0
 SO0294
 SO0294.Superseded values are not recommended for survey control.
 SO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0294.See file dsdata.txt to determine how the superseded data were derived.
 SO0294
 SO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP142200(NAD 83)
 SO0294_MARKER: DD = SURVEY DISK
 SO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0294_STAMPING: B 2
 SO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0294+STABILITY: SURFACE MOTION
 SO0294
 SO0294  HISTORY     - Date     Condition        Report By
 SO0294  HISTORY     - UNK      MONUMENTED       DOD
 SO0294  HISTORY     - 1963     GOOD             NGS
 SO0294
 SO0294                          STATION DESCRIPTION
 SO0294
 SO0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0294'3.5 MI N FROM PARSHALL.
 SO0294'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0294'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 1.4
 SO0294'MILES NORTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A SMALL
 SO0294'HILL, 53 FEET EAST OF THE CENTERLINE OF THE ROAD, ABOUT 4 FEET ABOVE
 SO0294'THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SO0294'TRIBRACH, S 7, R 89 W, T 152 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 SO0294'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0292 ***********************************************************************
 SO0292  DESIGNATION -  H 3 Z
 SO0292  PID         -  SO0292
 SO0292  STATE/COUNTY-  ND/MOUNTRAIL
 SO0292  USGS QUAD   -  PARSHALL NE (1981)
 SO0292
 SO0292                         *CURRENT SURVEY CONTROL
 SO0292  ___________________________________________________________________
 SO0292* NAD 83(1986)-  47 59 31.     (N)    102 07 04.     (W)     SCALED    
 SO0292* NAVD 88     -       648.515  (meters)    2127.67   (feet)  ADJUSTED  
 SO0292  ___________________________________________________________________
 SO0292  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SO0292  DYNAMIC HT  -         648.613 (meters)    2127.99  (feet)  COMP
 SO0292  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 SO0292
 SO0292  VERT ORDER  -  SECOND    CLASS 0
 SO0292
 SO0292.The horizontal coordinates were scaled from a topographic map and have
 SO0292.an estimated accuracy of +/- 6 seconds.
 SO0292
 SO0292.The orthometric height was determined by differential leveling
 SO0292.and adjusted by the National Geodetic Survey in June 1991..
 SO0292
 SO0292.The geoid height was determined by GEOID03.
 SO0292
 SO0292.The dynamic height is computed by dividing the NAVD 88
 SO0292.geopotential number by the normal gravity value computed on the
 SO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0292.degrees latitude (g = 980.6199 gals.).
 SO0292
 SO0292.The modeled gravity was interpolated from observed gravity values.
 SO0292
 SO0292;                    North         East    Units  Estimated Accuracy
 SO0292;SPC ND N     -   111,550.      479,270.      MT  (+/- 180 meters Scaled)
 SO0292
 SO0292                          SUPERSEDED SURVEY CONTROL
 SO0292
 SO0292  NGVD 29 (??/??/92)  648.09   (m)         2126.3    (f) COMPUTED    2 0
 SO0292
 SO0292.Superseded values are not recommended for survey control.
 SO0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0292.See file dsdata.txt to determine how the superseded data were derived.
 SO0292
 SO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP150194(NAD 83)
 SO0292_MARKER: DS = TRIANGULATION STATION DISK
 SO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0292_STAMPING: H 3 Z 1962
 SO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0292+STABILITY: SURFACE MOTION
 SO0292
 SO0292  HISTORY     - Date     Condition        Report By
 SO0292  HISTORY     - 1962     MONUMENTED       CGS
 SO0292  HISTORY     - 1963     GOOD             NGS
 SO0292
 SO0292                          STATION DESCRIPTION
 SO0292
 SO0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0292'3.6 MI NE FROM PARSHALL.
 SO0292'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0292'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 1.0
 SO0292'MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE EAST ALONG A
 SO0292'COUNTY ROAD, AT THE CREST OF A SMALL HILL, 37.5 FEET SOUTH OF THE
 SO0292'CENTERLINE OF THE ROAD, 39.0 FEET EAST OF R.M. 2, 31.0 FEET WEST OF
 SO0292'R.M. 1, 10.0 FEET WEST OF THE CENTERLINE OF A FIELD TURNOUT, 3.6 FEET
 SO0292'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SO0292'ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S
 SO0292'18, R 89 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0293 ***********************************************************************
 SO0293  DESIGNATION -  H 3 Z RM 1
 SO0293  PID         -  SO0293
 SO0293  STATE/COUNTY-  ND/MOUNTRAIL
 SO0293  USGS QUAD   -  PARSHALL NE (1981)
 SO0293
 SO0293                         *CURRENT SURVEY CONTROL
 SO0293  ___________________________________________________________________
 SO0293* NAD 83(1986)-  47 59 31.     (N)    102 07 05.     (W)     SCALED    
 SO0293* NAVD 88     -       648.237  (meters)    2126.76   (feet)  ADJUSTED  
 SO0293  ___________________________________________________________________
 SO0293  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SO0293  DYNAMIC HT  -         648.335 (meters)    2127.08  (feet)  COMP
 SO0293  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 SO0293
 SO0293  VERT ORDER  -  SECOND    CLASS 0
 SO0293
 SO0293.The horizontal coordinates were scaled from a topographic map and have
 SO0293.an estimated accuracy of +/- 6 seconds.
 SO0293
 SO0293.The orthometric height was determined by differential leveling
 SO0293.and adjusted by the National Geodetic Survey in June 1991..
 SO0293
 SO0293.The geoid height was determined by GEOID03.
 SO0293
 SO0293.The dynamic height is computed by dividing the NAVD 88
 SO0293.geopotential number by the normal gravity value computed on the
 SO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0293.degrees latitude (g = 980.6199 gals.).
 SO0293
 SO0293.The modeled gravity was interpolated from observed gravity values.
 SO0293
 SO0293;                    North         East    Units  Estimated Accuracy
 SO0293;SPC ND N     -   111,550.      479,250.      MT  (+/- 180 meters Scaled)
 SO0293
 SO0293                          SUPERSEDED SURVEY CONTROL
 SO0293
 SO0293  NGVD 29 (??/??/92)  647.81   (m)         2125.4    (f) COMPUTED    2 0
 SO0293
 SO0293.Superseded values are not recommended for survey control.
 SO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0293.See file dsdata.txt to determine how the superseded data were derived.
 SO0293
 SO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP150194(NAD 83)
 SO0293_MARKER: DR = REFERENCE MARK DISK
 SO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0293_STAMPING: H 3 Z NO 1 1962
 SO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0293+STABILITY: SURFACE MOTION
 SO0293
 SO0293  HISTORY     - Date     Condition        Report By
 SO0293  HISTORY     - 1962     MONUMENTED       CGS
 SO0293  HISTORY     - 1963     GOOD             NGS
 SO0293
 SO0293                          STATION DESCRIPTION
 SO0293
 SO0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0293'3.6 MI NE FROM PARSHALL.
 SO0293'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0293'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 1.0
 SO0293'MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE EAST ALONG A
 SO0293'COUNTY ROAD, 70.0 FEET EAST OF R.M. 2, 37.5 FEET SOUTH OF THE
 SO0293'CENTERLINE OF THE ROAD, 31.0 FEET EAST OF THE STATION MARK, ABOUT 2
 SO0293'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SO0293'POST LEVEL WITH THE GROUND, S 18, R 89 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0291 ***********************************************************************
 SO0291  DESIGNATION -  H 3 Z RM 2
 SO0291  PID         -  SO0291
 SO0291  STATE/COUNTY-  ND/MOUNTRAIL
 SO0291  USGS QUAD   -  PARSHALL NE (1981)
 SO0291
 SO0291                         *CURRENT SURVEY CONTROL
 SO0291  ___________________________________________________________________
 SO0291* NAD 83(1986)-  47 59 31.     (N)    102 07 05.     (W)     SCALED    
 SO0291* NAVD 88     -       648.405  (meters)    2127.31   (feet)  ADJUSTED  
 SO0291  ___________________________________________________________________
 SO0291  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 SO0291  DYNAMIC HT  -         648.503 (meters)    2127.63  (feet)  COMP
 SO0291  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 SO0291
 SO0291  VERT ORDER  -  SECOND    CLASS 0
 SO0291
 SO0291.The horizontal coordinates were scaled from a topographic map and have
 SO0291.an estimated accuracy of +/- 6 seconds.
 SO0291
 SO0291.The orthometric height was determined by differential leveling
 SO0291.and adjusted by the National Geodetic Survey in June 1991..
 SO0291
 SO0291.The geoid height was determined by GEOID03.
 SO0291
 SO0291.The dynamic height is computed by dividing the NAVD 88
 SO0291.geopotential number by the normal gravity value computed on the
 SO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0291.degrees latitude (g = 980.6199 gals.).
 SO0291
 SO0291.The modeled gravity was interpolated from observed gravity values.
 SO0291
 SO0291;                    North         East    Units  Estimated Accuracy
 SO0291;SPC ND N     -   111,550.      479,250.      MT  (+/- 180 meters Scaled)
 SO0291
 SO0291                          SUPERSEDED SURVEY CONTROL
 SO0291
 SO0291  NGVD 29 (??/??/92)  647.98   (m)         2125.9    (f) COMPUTED    2 0
 SO0291
 SO0291.Superseded values are not recommended for survey control.
 SO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0291.See file dsdata.txt to determine how the superseded data were derived.
 SO0291
 SO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP150194(NAD 83)
 SO0291_MARKER: DR = REFERENCE MARK DISK
 SO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0291_STAMPING: H 3 Z NO 2 1962
 SO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0291+STABILITY: SURFACE MOTION
 SO0291
 SO0291  HISTORY     - Date     Condition        Report By
 SO0291  HISTORY     - 1962     MONUMENTED       CGS
 SO0291  HISTORY     - 1963     GOOD             NGS
 SO0291
 SO0291                          STATION DESCRIPTION
 SO0291
 SO0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0291'3.6 MI NE FROM PARSHALL.
 SO0291'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0291'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 1.0
 SO0291'MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.5 MILE EAST ALONG A
 SO0291'COUNTY ROAD, 70.0 FEET WEST OF R.M. 1, 39.0 FEET WEST OF THE STATION
 SO0291'MARK, 37.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT 2 FEET
 SO0291'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0291'LEVEL WITH THE GROUND, S 18, R 89 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0207 ***********************************************************************
 RP0207  DESIGNATION -  H 30
 RP0207  PID         -  RP0207
 RP0207  STATE/COUNTY-  ND/RICHLAND
 RP0207  USGS QUAD   -  MANTADOR (1964)
 RP0207
 RP0207                         *CURRENT SURVEY CONTROL
 RP0207  ___________________________________________________________________
 RP0207* NAD 83(1986)-  46 09 46.     (N)    096 58 36.     (W)     SCALED    
 RP0207* NAVD 88     -       313.331  (meters)    1027.99   (feet)  ADJUSTED  
 RP0207  ___________________________________________________________________
 RP0207  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP0207  DYNAMIC HT  -         313.332 (meters)    1027.99  (feet)  COMP
 RP0207  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 RP0207
 RP0207  VERT ORDER  -  SECOND    CLASS 0
 RP0207
 RP0207.The horizontal coordinates were scaled from a topographic map and have
 RP0207.an estimated accuracy of +/- 6 seconds.
 RP0207
 RP0207.The orthometric height was determined by differential leveling
 RP0207.and adjusted by the National Geodetic Survey in June 1991..
 RP0207
 RP0207.The geoid height was determined by GEOID03.
 RP0207
 RP0207.The dynamic height is computed by dividing the NAVD 88
 RP0207.geopotential number by the normal gravity value computed on the
 RP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0207.degrees latitude (g = 980.6199 gals.).
 RP0207
 RP0207.The modeled gravity was interpolated from observed gravity values.
 RP0207
 RP0207;                    North         East    Units  Estimated Accuracy
 RP0207;SPC ND S     -    61,250.      872,040.      MT  (+/- 180 meters Scaled)
 RP0207
 RP0207                          SUPERSEDED SURVEY CONTROL
 RP0207
 RP0207  NGVD 29 (??/??/92)  313.084  (m)         1027.18   (f) ADJ UNCH    2 0
 RP0207
 RP0207.Superseded values are not recommended for survey control.
 RP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0207.See file dsdata.txt to determine how the superseded data were derived.
 RP0207
 RP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS562141(NAD 83)
 RP0207_MARKER: DB = BENCH MARK DISK
 RP0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0207_SP_SET: BLOCK
 RP0207_STAMPING: H-30 1934
 RP0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0207
 RP0207  HISTORY     - Date     Condition        Report By
 RP0207  HISTORY     - 1934     MONUMENTED       CGS
 RP0207  HISTORY     - 1963     GOOD             USGS
 RP0207
 RP0207                          STATION DESCRIPTION
 RP0207
 RP0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0207'IN MANTADOR.
 RP0207'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD 55 FEET
 RP0207'SOUTHEAST OF THE SEMPAHORE SIGNAL AT DEPOT.  IN 5 X 5 FT. CONCRETE CAR
 RP0207'MOVING BLOCK.  SET IN THE NORTH CORNER OF THE BLOCK, 53 FEET SOUTHWEST
 RP0207'OF THE CENTERLINE OF THE MAIN TRACK.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 RP0207'AND SAULT STE.  MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RP0207
 RP0207                          STATION RECOVERY (1963)
 RP0207
 RP0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RP0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0727 ***********************************************************************
 SM0727  DESIGNATION -  H 300
 SM0727  PID         -  SM0727
 SM0727  STATE/COUNTY-  ND/EDDY
 SM0727  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0727
 SM0727                         *CURRENT SURVEY CONTROL
 SM0727  ___________________________________________________________________
 SM0727* NAD 83(1986)-  47 39 36.     (N)    098 31 15.     (W)     SCALED    
 SM0727* NAVD 88     -       470.848  (meters)    1544.77   (feet)  ADJUSTED  
 SM0727  ___________________________________________________________________
 SM0727  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SM0727  DYNAMIC HT  -         470.914 (meters)    1544.99  (feet)  COMP
 SM0727  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 SM0727
 SM0727  VERT ORDER  -  SECOND    CLASS 0
 SM0727
 SM0727.The horizontal coordinates were scaled from a topographic map and have
 SM0727.an estimated accuracy of +/- 6 seconds.
 SM0727
 SM0727.The orthometric height was determined by differential leveling
 SM0727.and adjusted by the National Geodetic Survey in June 1991..
 SM0727
 SM0727.The geoid height was determined by GEOID03.
 SM0727
 SM0727.The dynamic height is computed by dividing the NAVD 88
 SM0727.geopotential number by the normal gravity value computed on the
 SM0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0727.degrees latitude (g = 980.6199 gals.).
 SM0727
 SM0727.The modeled gravity was interpolated from observed gravity values.
 SM0727
 SM0727;                    North         East    Units  Estimated Accuracy
 SM0727;SPC ND N     -    75,290.      748,640.      MT  (+/- 180 meters Scaled)
 SM0727
 SM0727                          SUPERSEDED SURVEY CONTROL
 SM0727
 SM0727  NGVD 29 (??/??/92)  470.479  (m)         1543.56   (f) ADJ UNCH    2 0
 SM0727
 SM0727.Superseded values are not recommended for survey control.
 SM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0727.See file dsdata.txt to determine how the superseded data were derived.
 SM0727
 SM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT359786(NAD 83)
 SM0727_MARKER: DB = BENCH MARK DISK
 SM0727_SETTING: 80 = SET IN A BOULDER
 SM0727_SP_SET: BOULDER
 SM0727_STAMPING: H 300 1963
 SM0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0727+STABILITY: SURFACE MOTION
 SM0727
 SM0727  HISTORY     - Date     Condition        Report By
 SM0727  HISTORY     - 1963     MONUMENTED       CGS
 SM0727
 SM0727                          STATION DESCRIPTION
 SM0727
 SM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0727'16.8 MI SE FROM HAMAR.
 SM0727'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0727'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0727'12.1 MILES SOUTH ALONG COUNTY ROADS 20 AND 15, THENCE 3.1 MILE EAST
 SM0727'ALONG A GRAVELED ROAD, IN SECTION 1, T 148 N, R 62 W, OR 10.9 MILES
 SM0727'SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 SM0727'TOLNA THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE
 SM0727'SOUTH ALONG A GRAVELED ROAD, THENCE 3.0 MILES WEST ALONG A GRAVELED
 SM0727'ROAD, 230 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 99 FEET
 SM0727'NORTH OF THE CENTER LINE OF THE ROAD, 148 FEET EAST OF A POWER POLE,
 SM0727'48 FEET NORTH OF A FENCE, 8 FEET SOUTH OF A ROW OF POWER POLES, 48
 SM0727'FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 SM0727'THE ROAD, AND SET IN THE TOP OF A FLAT GRANITE BOULDER FLUSH WITH THE
 SM0727'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1045 ***********************************************************************
 SL1045  DESIGNATION -  H 301
 SL1045  PID         -  SL1045
 SL1045  STATE/COUNTY-  ND/GRAND FORKS
 SL1045  USGS QUAD   -  FINLEY NE (1967)
 SL1045
 SL1045                         *CURRENT SURVEY CONTROL
 SL1045  ___________________________________________________________________
 SL1045* NAD 83(1986)-  47 41 12.     (N)    097 46 14.     (W)     SCALED    
 SL1045* NAVD 88     -       410.254  (meters)    1345.97   (feet)  ADJUSTED  
 SL1045  ___________________________________________________________________
 SL1045  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SL1045  DYNAMIC HT  -         410.311 (meters)    1346.16  (feet)  COMP
 SL1045  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 SL1045
 SL1045  VERT ORDER  -  SECOND    CLASS 0
 SL1045
 SL1045.The horizontal coordinates were scaled from a topographic map and have
 SL1045.an estimated accuracy of +/- 6 seconds.
 SL1045
 SL1045.The orthometric height was determined by differential leveling
 SL1045.and adjusted by the National Geodetic Survey in June 1991..
 SL1045
 SL1045.The geoid height was determined by GEOID03.
 SL1045
 SL1045.The dynamic height is computed by dividing the NAVD 88
 SL1045.geopotential number by the normal gravity value computed on the
 SL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1045.degrees latitude (g = 980.6199 gals.).
 SL1045
 SL1045.The modeled gravity was interpolated from observed gravity values.
 SL1045
 SL1045;                    North         East    Units  Estimated Accuracy
 SL1045;SPC ND N     -    79,980.      804,870.      MT  (+/- 180 meters Scaled)
 SL1045
 SL1045                          SUPERSEDED SURVEY CONTROL
 SL1045
 SL1045  NGVD 29 (??/??/92)  409.888  (m)         1344.77   (f) ADJ UNCH    2 0
 SL1045
 SL1045.Superseded values are not recommended for survey control.
 SL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1045.See file dsdata.txt to determine how the superseded data were derived.
 SL1045
 SL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT922822(NAD 83)
 SL1045_MARKER: DB = BENCH MARK DISK
 SL1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1045_STAMPING: H 301 1963
 SL1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1045+STABILITY: SURFACE MOTION
 SL1045
 SL1045  HISTORY     - Date     Condition        Report By
 SL1045  HISTORY     - 1963     MONUMENTED       CGS
 SL1045
 SL1045                          STATION DESCRIPTION
 SL1045
 SL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1045'12.1 MI NE FROM SHARON.
 SL1045'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1045'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1045'5.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 SL1045'COUNTY ROAD 16, THENCE 3.2 MILES EAST ALONG A GRAVELED ROAD, OR 0.3
 SL1045'MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL1045'NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED ROAD,
 SL1045'THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST
 SL1045'ALONG A GRAVELED ROAD, THENCE 1.1 MILES   ES SOUTH ALONG A GRAVELED
 SL1045'ROAD, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 25, T
 SL1045'149 N, R 56 W, 52 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET
 SL1045'WEST OF A POWER POLE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 5
 SL1045'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL1045'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1060 ***********************************************************************
 SL1060  DESIGNATION -  H 302
 SL1060  PID         -  SL1060
 SL1060  STATE/COUNTY-  ND/STEELE
 SL1060  USGS QUAD   -  FINLEY (1967)
 SL1060
 SL1060                         *CURRENT SURVEY CONTROL
 SL1060  ___________________________________________________________________
 SL1060* NAD 83(1986)-  47 36 04.     (N)    097 47 32.     (W)     SCALED    
 SL1060* NAVD 88     -       420.515  (meters)    1379.64   (feet)  ADJUSTED  
 SL1060  ___________________________________________________________________
 SL1060  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 SL1060  DYNAMIC HT  -         420.568 (meters)    1379.81  (feet)  COMP
 SL1060  MODELED GRAV-     980,726.0   (mgal)                       NAVD 88
 SL1060
 SL1060  VERT ORDER  -  SECOND    CLASS 0
 SL1060
 SL1060.The horizontal coordinates were scaled from a topographic map and have
 SL1060.an estimated accuracy of +/- 6 seconds.
 SL1060
 SL1060.The orthometric height was determined by differential leveling
 SL1060.and adjusted by the National Geodetic Survey in June 1991..
 SL1060
 SL1060.The geoid height was determined by GEOID03.
 SL1060
 SL1060.The dynamic height is computed by dividing the NAVD 88
 SL1060.geopotential number by the normal gravity value computed on the
 SL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1060.degrees latitude (g = 980.6199 gals.).
 SL1060
 SL1060.The modeled gravity was interpolated from observed gravity values.
 SL1060
 SL1060;                    North         East    Units  Estimated Accuracy
 SL1060;SPC ND N     -    70,410.      803,570.      MT  (+/- 180 meters Scaled)
 SL1060
 SL1060                          SUPERSEDED SURVEY CONTROL
 SL1060
 SL1060  NGVD 29 (??/??/92)  420.151  (m)         1378.45   (f) ADJ UNCH    2 0
 SL1060
 SL1060.Superseded values are not recommended for survey control.
 SL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1060.See file dsdata.txt to determine how the superseded data were derived.
 SL1060
 SL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT907726(NAD 83)
 SL1060_MARKER: DB = BENCH MARK DISK
 SL1060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL1060_SP_SET: 20 FT
 SL1060_STAMPING: H 302 1963
 SL1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1060
 SL1060  HISTORY     - Date     Condition        Report By
 SL1060  HISTORY     - 1963     MONUMENTED       CGS
 SL1060
 SL1060                          STATION DESCRIPTION
 SL1060
 SL1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1060'4.9 MI E FROM SHARON.
 SL1060'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1060'CHURCH AT SHARON, THENCE 2.2 MILES EAST ALONG A GRAVELED ROAD, IN
 SL1060'SECTION 27, T 148 N, R 56 W, 160 FEET NORTHEAST OF THE CENTER OF THE
 SL1060'INTERSECTION OF GRAVELED ROADS, 104 FEET NORTH OF THE CENTER LINE OF
 SL1060'THE ROAD, 109 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SL1060'0.9 FOT NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 SL1060'THE ROAD AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SL1060'DRIVEN TO A DEPTH OF 20 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 2
 SL1060'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0896 ***********************************************************************
 SL0896  DESIGNATION -  H 304
 SL0896  PID         -  SL0896
 SL0896  STATE/COUNTY-  ND/STEELE
 SL0896  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0896
 SL0896                         *CURRENT SURVEY CONTROL
 SL0896  ___________________________________________________________________
 SL0896* NAD 83(1986)-  47 31 15.     (N)    097 39 52.     (W)     SCALED    
 SL0896* NAVD 88     -       358.035  (meters)    1174.65   (feet)  ADJUSTED  
 SL0896  ___________________________________________________________________
 SL0896  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 SL0896  DYNAMIC HT  -         358.080 (meters)    1174.80  (feet)  COMP
 SL0896  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 SL0896
 SL0896  VERT ORDER  -  SECOND    CLASS 0
 SL0896
 SL0896.The horizontal coordinates were scaled from a topographic map and have
 SL0896.an estimated accuracy of +/- 6 seconds.
 SL0896
 SL0896.The orthometric height was determined by differential leveling
 SL0896.and adjusted by the National Geodetic Survey in June 1991..
 SL0896
 SL0896.The geoid height was determined by GEOID03.
 SL0896
 SL0896.The dynamic height is computed by dividing the NAVD 88
 SL0896.geopotential number by the normal gravity value computed on the
 SL0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0896.degrees latitude (g = 980.6199 gals.).
 SL0896
 SL0896.The modeled gravity was interpolated from observed gravity values.
 SL0896
 SL0896;                    North         East    Units  Estimated Accuracy
 SL0896;SPC ND N     -    61,840.      813,510.      MT  (+/- 180 meters Scaled)
 SL0896
 SL0896                          SUPERSEDED SURVEY CONTROL
 SL0896
 SL0896  NGVD 29 (??/??/92)  357.680  (m)         1173.49   (f) ADJ UNCH    2 0
 SL0896
 SL0896.Superseded values are not recommended for survey control.
 SL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0896.See file dsdata.txt to determine how the superseded data were derived.
 SL0896
 SL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT005639(NAD 83)
 SL0896_MARKER: DB = BENCH MARK DISK
 SL0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0896_STAMPING: H 304 1963
 SL0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0896+STABILITY: SURFACE MOTION
 SL0896
 SL0896  HISTORY     - Date     Condition        Report By
 SL0896  HISTORY     - 1963     MONUMENTED       CGS
 SL0896  HISTORY     - 1968     GOOD             DOD
 SL0896
 SL0896                          STATION DESCRIPTION
 SL0896
 SL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0896'8.2 MI E FROM FINLEY.
 SL0896'ABOUT 8.2 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0896'FINLEY, IN SECTION 27, T 147 N, R 55 W, 1.0 MILE SOUTH OF THE BETHANY
 SL0896'CHURCH, 100 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 76
 SL0896'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET EAST OF THE
 SL0896'CENTER LINE OF A NORTH-SOUTH ROAD, 4 FEET WEST OF A POWER POLE WHICH
 SL0896'IS BRACED BY A GUY WIRE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT
 SL0896'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SL0896'POST PROJECTING 6 INCHES.
 SL0896
 SL0896                          STATION RECOVERY (1968)
 SL0896
 SL0896'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0426 ***********************************************************************
 SM0426  DESIGNATION -  H 305
 SM0426  PID         -  SM0426
 SM0426  STATE/COUNTY-  ND/GRIGGS
 SM0426  USGS QUAD   -  SUTTON NE (1961)
 SM0426
 SM0426                         *CURRENT SURVEY CONTROL
 SM0426  ___________________________________________________________________
 SM0426* NAD 83(1986)-  47 26 33.     (N)    098 15 52.     (W)     SCALED    
 SM0426* NAVD 88     -       444.526  (meters)    1458.42   (feet)  ADJUSTED  
 SM0426  ___________________________________________________________________
 SM0426  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 SM0426  DYNAMIC HT  -         444.582 (meters)    1458.60  (feet)  COMP
 SM0426  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 SM0426
 SM0426  VERT ORDER  -  SECOND    CLASS 0
 SM0426
 SM0426.The horizontal coordinates were scaled from a topographic map and have
 SM0426.an estimated accuracy of +/- 6 seconds.
 SM0426
 SM0426.The orthometric height was determined by differential leveling
 SM0426.and adjusted by the National Geodetic Survey in June 1991..
 SM0426
 SM0426.The geoid height was determined by GEOID03.
 SM0426
 SM0426.The dynamic height is computed by dividing the NAVD 88
 SM0426.geopotential number by the normal gravity value computed on the
 SM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0426.degrees latitude (g = 980.6199 gals.).
 SM0426
 SM0426.The modeled gravity was interpolated from observed gravity values.
 SM0426
 SM0426;                    North         East    Units  Estimated Accuracy
 SM0426;SPC ND N     -    51,650.      768,600.      MT  (+/- 180 meters Scaled)
 SM0426
 SM0426                          SUPERSEDED SURVEY CONTROL
 SM0426
 SM0426  NGVD 29 (??/??/92)  444.178  (m)         1457.27   (f) ADJ UNCH    2 0
 SM0426
 SM0426.Superseded values are not recommended for survey control.
 SM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0426.See file dsdata.txt to determine how the superseded data were derived.
 SM0426
 SM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT554546(NAD 83)
 SM0426_MARKER: DB = BENCH MARK DISK
 SM0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0426_STAMPING: H 305 1963
 SM0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0426+STABILITY: SURFACE MOTION
 SM0426
 SM0426  HISTORY     - Date     Condition        Report By
 SM0426  HISTORY     - 1963     MONUMENTED       CGS
 SM0426
 SM0426                          STATION DESCRIPTION
 SM0426
 SM0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0426'6.5 MI W FROM COOPERSTOWN.
 SM0426'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0426'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0426'THENCE 5.6 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 24, T
 SM0426'146 N, R 60 W, AT AN INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH
 SM0426'ROAD, 119 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 123 FEET EAST
 SM0426'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 42 FEET NORTHEST OF A
 SM0426'TELEPHONE POLE, 1.7 FEET SOUTH OF A CONCRETE RIGHT OF WAY MARKER POST,
 SM0426'1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SM0426'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0267 ***********************************************************************
 SM0267  DESIGNATION -  H 306
 SM0267  PID         -  SM0267
 SM0267  STATE/COUNTY-  ND/NELSON
 SM0267  USGS QUAD   -  MC VILLE SE (1963)
 SM0267
 SM0267                         *CURRENT SURVEY CONTROL
 SM0267  ___________________________________________________________________
 SM0267* NAD 83(1986)-  47 45 32.     (N)    098 03 14.     (W)     SCALED    
 SM0267* NAVD 88     -       465.248  (meters)    1526.40   (feet)  ADJUSTED  
 SM0267  ___________________________________________________________________
 SM0267  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 SM0267  DYNAMIC HT  -         465.318 (meters)    1526.63  (feet)  COMP
 SM0267  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 SM0267
 SM0267  VERT ORDER  -  SECOND    CLASS 0
 SM0267
 SM0267.The horizontal coordinates were scaled from a topographic map and have
 SM0267.an estimated accuracy of +/- 6 seconds.
 SM0267
 SM0267.The orthometric height was determined by differential leveling
 SM0267.and adjusted by the National Geodetic Survey in June 1991..
 SM0267
 SM0267.The geoid height was determined by GEOID03.
 SM0267
 SM0267.The dynamic height is computed by dividing the NAVD 88
 SM0267.geopotential number by the normal gravity value computed on the
 SM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0267.degrees latitude (g = 980.6199 gals.).
 SM0267
 SM0267.The modeled gravity was interpolated from observed gravity values.
 SM0267
 SM0267;                    North         East    Units  Estimated Accuracy
 SM0267;SPC ND N     -    87,290.      783,350.      MT  (+/- 180 meters Scaled)
 SM0267
 SM0267                          SUPERSEDED SURVEY CONTROL
 SM0267
 SM0267  NGVD 29 (??/??/92)  464.881  (m)         1525.20   (f) ADJ UNCH    2 0
 SM0267
 SM0267.Superseded values are not recommended for survey control.
 SM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0267.See file dsdata.txt to determine how the superseded data were derived.
 SM0267
 SM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT709899(NAD 83)
 SM0267_MARKER: DB = BENCH MARK DISK
 SM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0267_STAMPING: H 306 1963
 SM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0267+STABILITY: SURFACE MOTION
 SM0267
 SM0267  HISTORY     - Date     Condition        Report By
 SM0267  HISTORY     - 1963     MONUMENTED       CGS
 SM0267
 SM0267                          STATION DESCRIPTION
 SM0267
 SM0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0267'6.15 MI E FROM MCVILLE.
 SM0267'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0267'STATION AT MCVILLE, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD,
 SM0267'THENCE 4.05 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST
 SM0267'ALONG A GRADED DIRT ROAD, OR 0.05 MILE WEST ALONG MAIN STREET FROM THE
 SM0267'POST OFFICE AT ANETA, THENCE 3.65 MILES NORTH ALONG STATE HIGHWAY 32,
 SM0267'THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH
 SM0267'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 SM0267'IN SECTION 3, T 149 N, R 58 W 167 FEET SOUTHWEST OF THE CENTER OF THE
 SM0267'INTERSECTION OF GRADED DIRT ROADS, 153 FEET WEST OF THE CENTER LINE OF
 SM0267'THE NORTH-SOUTH ROAD, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SM0267'2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SM0267'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0316 ***********************************************************************
 SM0316  DESIGNATION -  H 307
 SM0316  PID         -  SM0316
 SM0316  STATE/COUNTY-  ND/GRIGGS
 SM0316  USGS QUAD   -  KLOTEN SE (1967)
 SM0316
 SM0316                         *CURRENT SURVEY CONTROL
 SM0316  ___________________________________________________________________
 SM0316* NAD 83(1986)-  47 36 52.     (N)    098 01 40.     (W)     SCALED    
 SM0316* NAVD 88     -       447.188  (meters)    1467.15   (feet)  ADJUSTED  
 SM0316  ___________________________________________________________________
 SM0316  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 SM0316  DYNAMIC HT  -         447.240 (meters)    1467.32  (feet)  COMP
 SM0316  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SM0316
 SM0316  VERT ORDER  -  SECOND    CLASS 0
 SM0316
 SM0316.The horizontal coordinates were scaled from a topographic map and have
 SM0316.an estimated accuracy of +/- 6 seconds.
 SM0316
 SM0316.The orthometric height was determined by differential leveling
 SM0316.and adjusted by the National Geodetic Survey in June 1991..
 SM0316
 SM0316.The geoid height was determined by GEOID03.
 SM0316
 SM0316.The dynamic height is computed by dividing the NAVD 88
 SM0316.geopotential number by the normal gravity value computed on the
 SM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0316.degrees latitude (g = 980.6199 gals.).
 SM0316
 SM0316.The modeled gravity was interpolated from observed gravity values.
 SM0316
 SM0316;                    North         East    Units  Estimated Accuracy
 SM0316;SPC ND N     -    71,300.      785,820.      MT  (+/- 180 meters Scaled)
 SM0316
 SM0316                          SUPERSEDED SURVEY CONTROL
 SM0316
 SM0316  NGVD 29 (??/??/92)  446.818  (m)         1465.94   (f) ADJ UNCH    2 0
 SM0316
 SM0316.Superseded values are not recommended for survey control.
 SM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0316.See file dsdata.txt to determine how the superseded data were derived.
 SM0316
 SM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT730739(NAD 83)
 SM0316_MARKER: DB = BENCH MARK DISK
 SM0316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0316_SP_SET: 24 FT
 SM0316_STAMPING: H 307 1963
 SM0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0316
 SM0316  HISTORY     - Date     Condition        Report By
 SM0316  HISTORY     - 1963     MONUMENTED       CGS
 SM0316
 SM0316                          STATION DESCRIPTION
 SM0316
 SM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0316'6.75 MI SW FROM ANETA.
 SM0316'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0316'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0316'THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 27, T 148 N, R
 SM0316'58 W, 97 FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION OF THE
 SM0316'GRAVELED ROAD WITH A GRADED DIRT ROAD LEADING SOUTH AND A TRAIL ROAD
 SM0316'LEADING NORTH, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 79 FEET
 SM0316'WEST OF THE CENTER LINE OF THE TRAIL ROAD, 2 FEET NORTH OF A FENCE,
 SM0316'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SM0316'THE ROAD AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 SM0316'TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 4
 SM0316'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0434 ***********************************************************************
 SM0434  DESIGNATION -  H 308
 SM0434  PID         -  SM0434
 SM0434  STATE/COUNTY-  ND/GRIGGS
 SM0434  USGS QUAD   -  SUTTON NE (1961)
 SM0434
 SM0434                         *CURRENT SURVEY CONTROL
 SM0434  ___________________________________________________________________
 SM0434* NAD 83(1986)-  47 26 31.     (N)    098 21 02.     (W)     SCALED    
 SM0434* NAVD 88     -       442.529  (meters)    1451.86   (feet)  ADJUSTED  
 SM0434  ___________________________________________________________________
 SM0434  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SM0434  DYNAMIC HT  -         442.583 (meters)    1452.04  (feet)  COMP
 SM0434  MODELED GRAV-     980,720.6   (mgal)                       NAVD 88
 SM0434
 SM0434  VERT ORDER  -  SECOND    CLASS 0
 SM0434
 SM0434.The horizontal coordinates were scaled from a topographic map and have
 SM0434.an estimated accuracy of +/- 6 seconds.
 SM0434
 SM0434.The orthometric height was determined by differential leveling
 SM0434.and adjusted by the National Geodetic Survey in June 1991..
 SM0434
 SM0434.The geoid height was determined by GEOID03.
 SM0434
 SM0434.The dynamic height is computed by dividing the NAVD 88
 SM0434.geopotential number by the normal gravity value computed on the
 SM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0434.degrees latitude (g = 980.6199 gals.).
 SM0434
 SM0434.The modeled gravity was interpolated from observed gravity values.
 SM0434
 SM0434;                    North         East    Units  Estimated Accuracy
 SM0434;SPC ND N     -    51,400.      762,100.      MT  (+/- 180 meters Scaled)
 SM0434
 SM0434                          SUPERSEDED SURVEY CONTROL
 SM0434
 SM0434  NGVD 29 (??/??/92)  442.179  (m)         1450.72   (f) ADJ UNCH    2 0
 SM0434
 SM0434.Superseded values are not recommended for survey control.
 SM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0434.See file dsdata.txt to determine how the superseded data were derived.
 SM0434
 SM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT489544(NAD 83)
 SM0434_MARKER: DB = BENCH MARK DISK
 SM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0434_STAMPING: H 308 1963
 SM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0434+STABILITY: SURFACE MOTION
 SM0434
 SM0434  HISTORY     - Date     Condition        Report By
 SM0434  HISTORY     - 1963     MONUMENTED       CGS
 SM0434
 SM0434                          STATION DESCRIPTION
 SM0434
 SM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0434'8.0 MI N FROM REVERE.
 SM0434'ABOUT 2.15 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0434'STATION AND TELEPHONE BOOTH AT REVERE, THENCE 0.85 MILE NORTH ALONG A
 SM0434'GRAVELED ROAD, THENCE 2.4 MILES NORTH ALONG A TRAIL ROAD, THENCE 0.2
 SM0434'MILE NORTH ALONG A FENCE, THENCE 0.4 MILE NORTH ACROSS COUNTRY, THENCE
 SM0434'0.4 MILE NORTH ALONG A TRAIL ROAD, THENCE 0.6 MILE NORTH ALONG A
 SM0434'GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 7, OR ABOUT
 SM0434'0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0434'COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE, THENCE 7.6
 SM0434'MILES WEST ALONG STATE HIGHWAYS 7 AND 1 THENCE 2.0 MILES WEST ALONG
 SM0434'STATE HIGHWAY 7, IN SECTION 20, T 146 N, R 60 W, 2.0 MILES WEST OF THE
 SM0434'JUNCTION OF STATE HIGHWAYS 7 AND 1, 102 FEET NORTHEAST OF THE CENTER
 SM0434'OF AN INTERSECTION OF STATE HIGHWAY 7 AND A NORTH-SOUTH ROAD, 79 FEET
 SM0434'NORTH OF THE CENTER LINE OF THE HIGHWAY, 67 FEET EAST OF THE CENTER
 SM0434'LINE OF THE NORTH-SOUTH ROAD, 32 FEET EAST OF A FENCE CORNER, 2 FEET
 SM0434'SOUTH OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 SM0434'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0434'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0330 ***********************************************************************
 SM0330  DESIGNATION -  H 309
 SM0330  PID         -  SM0330
 SM0330  STATE/COUNTY-  ND/GRIGGS
 SM0330  USGS QUAD   -  JESSIE (1961)
 SM0330
 SM0330                         *CURRENT SURVEY CONTROL
 SM0330  ___________________________________________________________________
 SM0330* NAD 83(1986)-  47 35 14.     (N)    098 08 02.     (W)     SCALED    
 SM0330* NAVD 88     -       441.872  (meters)    1449.71   (feet)  ADJUSTED  
 SM0330  ___________________________________________________________________
 SM0330  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 SM0330  DYNAMIC HT  -         441.929 (meters)    1449.90  (feet)  COMP
 SM0330  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 SM0330
 SM0330  VERT ORDER  -  SECOND    CLASS 0
 SM0330
 SM0330.The horizontal coordinates were scaled from a topographic map and have
 SM0330.an estimated accuracy of +/- 6 seconds.
 SM0330
 SM0330.The orthometric height was determined by differential leveling
 SM0330.and adjusted by the National Geodetic Survey in June 1991..
 SM0330
 SM0330.The geoid height was determined by GEOID03.
 SM0330
 SM0330.The dynamic height is computed by dividing the NAVD 88
 SM0330.geopotential number by the normal gravity value computed on the
 SM0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0330.degrees latitude (g = 980.6199 gals.).
 SM0330
 SM0330.The modeled gravity was interpolated from observed gravity values.
 SM0330
 SM0330;                    North         East    Units  Estimated Accuracy
 SM0330;SPC ND N     -    68,020.      777,940.      MT  (+/- 180 meters Scaled)
 SM0330
 SM0330                          SUPERSEDED SURVEY CONTROL
 SM0330
 SM0330  NGVD 29 (??/??/92)  441.511  (m)         1448.52   (f) ADJ UNCH    2 0
 SM0330
 SM0330.Superseded values are not recommended for survey control.
 SM0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0330.See file dsdata.txt to determine how the superseded data were derived.
 SM0330
 SM0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT651707(NAD 83)
 SM0330_MARKER: DB = BENCH MARK DISK
 SM0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0330_STAMPING: H 309 1963
 SM0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0330+STABILITY: SURFACE MOTION
 SM0330
 SM0330  HISTORY     - Date     Condition        Report By
 SM0330  HISTORY     - 1963     MONUMENTED       CGS
 SM0330
 SM0330                          STATION DESCRIPTION
 SM0330
 SM0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0330'10.4 MI N FROM COOPERSTOWN.
 SM0330'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0330'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0330'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 SM0330'35, T 148 N, R 59 W, AT A CURVE IN THE ROAD, 116 FEET NORTHWEST OF THE
 SM0330'CENTER LINE OF THE ROAD, 109 FEET NORTH OF THE CENTER LINE OF A TRAIL
 SM0330'ROAD LEADING WEST, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 SM0330'WITH THE TRAIL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SM0330'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0070 ***********************************************************************
 RQ0070  DESIGNATION -  H 31
 RQ0070  PID         -  RQ0070
 RQ0070  STATE/COUNTY-  ND/LA MOURE
 RQ0070  USGS QUAD   -  VERONA (1970)
 RQ0070
 RQ0070                         *CURRENT SURVEY CONTROL
 RQ0070  ___________________________________________________________________
 RQ0070* NAD 83(1986)-  46 21 38.     (N)    098 07 07.     (W)     SCALED    
 RQ0070* NAVD 88     -       426.744  (meters)    1400.08   (feet)  ADJUSTED  
 RQ0070  ___________________________________________________________________
 RQ0070  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 RQ0070  DYNAMIC HT  -         426.760 (meters)    1400.13  (feet)  COMP
 RQ0070  MODELED GRAV-     980,637.0   (mgal)                       NAVD 88
 RQ0070
 RQ0070  VERT ORDER  -  SECOND    CLASS 0
 RQ0070
 RQ0070.The horizontal coordinates were scaled from a topographic map and have
 RQ0070.an estimated accuracy of +/- 6 seconds.
 RQ0070
 RQ0070.The orthometric height was determined by differential leveling
 RQ0070.and adjusted by the National Geodetic Survey in June 1991..
 RQ0070
 RQ0070.The geoid height was determined by GEOID03.
 RQ0070
 RQ0070.The dynamic height is computed by dividing the NAVD 88
 RQ0070.geopotential number by the normal gravity value computed on the
 RQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0070.degrees latitude (g = 980.6199 gals.).
 RQ0070
 RQ0070.The modeled gravity was interpolated from observed gravity values.
 RQ0070
 RQ0070;                    North         East    Units  Estimated Accuracy
 RQ0070;SPC ND S     -    79,910.      783,240.      MT  (+/- 180 meters Scaled)
 RQ0070
 RQ0070                          SUPERSEDED SURVEY CONTROL
 RQ0070
 RQ0070  NGVD 29 (??/??/92)  426.414  (m)         1398.99   (f) ADJ UNCH    2 0
 RQ0070
 RQ0070.Superseded values are not recommended for survey control.
 RQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0070.See file dsdata.txt to determine how the superseded data were derived.
 RQ0070
 RQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS678344(NAD 83)
 RQ0070_MARKER: DB = BENCH MARK DISK
 RQ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0070_STAMPING: H 31 1934
 RQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0070+STABILITY: SURFACE MOTION
 RQ0070
 RQ0070  HISTORY     - Date     Condition        Report By
 RQ0070  HISTORY     - 1934     MONUMENTED       CGS
 RQ0070  HISTORY     - 1953     GOOD             USGS
 RQ0070
 RQ0070                          STATION DESCRIPTION
 RQ0070
 RQ0070'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 RQ0070'2.2 MI SW FROM VERONA.
 RQ0070'2.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0070'STATION AT VERONA, LA MOURE COUNTY, ABOUT 8 POLES EAST OF MILEPOST 78,
 RQ0070'ABOUT 88 FEET WEST OF THE CENTER OF A PUBLIC-ROAD CROSSING, 38 FEET
 RQ0070'NORTH OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A POLE WITH A
 RQ0070'GUY WIRE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 RQ0070'STAMPED H 31 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- BM IS
 RQ0070'20 FT. N. AND 94 FT. W. FROM CENTER OF RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0253 ***********************************************************************
 RP0253  DESIGNATION -  H 32
 RP0253  PID         -  RP0253
 RP0253  STATE/COUNTY-  ND/RICHLAND
 RP0253  USGS QUAD   -  ABERCROMBIE (1973)
 RP0253
 RP0253                         *CURRENT SURVEY CONTROL
 RP0253  ___________________________________________________________________
 RP0253* NAD 83(1986)-  46 26 50.     (N)    096 43 52.     (W)     SCALED    
 RP0253* NAVD 88     -       285.604  (meters)     937.02   (feet)  ADJUSTED  
 RP0253  ___________________________________________________________________
 RP0253  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP0253  DYNAMIC HT  -         285.620 (meters)     937.07  (feet)  COMP
 RP0253  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 RP0253
 RP0253  VERT ORDER  -  SECOND    CLASS 0
 RP0253
 RP0253.The horizontal coordinates were scaled from a topographic map and have
 RP0253.an estimated accuracy of +/- 6 seconds.
 RP0253
 RP0253.The orthometric height was determined by differential leveling
 RP0253.and adjusted by the National Geodetic Survey in June 1991..
 RP0253
 RP0253.The geoid height was determined by GEOID03.
 RP0253
 RP0253.The dynamic height is computed by dividing the NAVD 88
 RP0253.geopotential number by the normal gravity value computed on the
 RP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0253.degrees latitude (g = 980.6199 gals.).
 RP0253
 RP0253.The modeled gravity was interpolated from observed gravity values.
 RP0253
 RP0253;                    North         East    Units  Estimated Accuracy
 RP0253;SPC ND S     -    93,710.      889,470.      MT  (+/- 180 meters Scaled)
 RP0253
 RP0253                          SUPERSEDED SURVEY CONTROL
 RP0253
 RP0253  NGVD 29 (??/??/92)  285.334  (m)          936.13   (f) ADJ UNCH    2 0
 RP0253
 RP0253.Superseded values are not recommended for survey control.
 RP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0253.See file dsdata.txt to determine how the superseded data were derived.
 RP0253
 RP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS742462(NAD 83)
 RP0253_MARKER: DB = BENCH MARK DISK
 RP0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0253_STAMPING: H 32 1934
 RP0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0253+STABILITY: SURFACE MOTION
 RP0253
 RP0253  HISTORY     - Date     Condition        Report By
 RP0253  HISTORY     - 1934     MONUMENTED       CGS
 RP0253  HISTORY     - 1962     GOOD             NGS
 RP0253  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0253
 RP0253                          STATION DESCRIPTION
 RP0253
 RP0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0253'IN ABERCROMBIE.
 RP0253'AT ABERCROMBIE, RICHLAND COUNTY, AT THE CHICAGO, MILWAUKEE, ST. PAUL
 RP0253'AND PACIFIC RAILROAD STATION, 45.9 FEET WEST OF THE TICKET-OFFICE
 RP0253'WINDOW, AT A CROSSING OF THE MAIN STREET, 117.5 FEET SOUTH OF THE
 RP0253'CENTERLINE OF THE STREET, 26.9 FEET WEST OF THE CENTERLINE OF THE
 RP0253'TRACK, 2.8 FEET NORTH OF A WHITE POST MARKED U.S.B.M. AND 1 FOOT LOWER
 RP0253'THAN THE TRACK.  A STANDARD DISK, STAMPED H 32 1934 AND SET IN THE TOP
 RP0253'OF A CONCRETE POST.  NOTE-- THE RAILROAD STATION HAS BEEN MOVED AND
 RP0253'THE MARK IS ABOUT 40 FEET NORTH AND ACROSS TRACKS FROM THE NORTHWEST
 RP0253'CORNER.
 RP0253
 RP0253                          STATION RECOVERY (1990)
 RP0253
 RP0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0066 ***********************************************************************
 TG0066  DESIGNATION -  H 325
 TG0066  PID         -  TG0066
 TG0066  STATE/COUNTY-  ND/MOUNTRAIL
 TG0066  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0066
 TG0066                         *CURRENT SURVEY CONTROL
 TG0066  ___________________________________________________________________
 TG0066* NAD 83(1986)-  48 30 14.     (N)    102 24 27.     (W)     SCALED    
 TG0066* NAVD 88     -       720.062  (meters)    2362.40   (feet)  ADJUSTED  
 TG0066  ___________________________________________________________________
 TG0066  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 TG0066  DYNAMIC HT  -         720.182 (meters)    2362.80  (feet)  COMP
 TG0066  MODELED GRAV-     980,753.7   (mgal)                       NAVD 88
 TG0066
 TG0066  VERT ORDER  -  SECOND    CLASS 0
 TG0066
 TG0066.The horizontal coordinates were scaled from a topographic map and have
 TG0066.an estimated accuracy of +/- 6 seconds.
 TG0066
 TG0066.The orthometric height was determined by differential leveling
 TG0066.and adjusted by the National Geodetic Survey in June 1991..
 TG0066
 TG0066.The geoid height was determined by GEOID03.
 TG0066
 TG0066.The dynamic height is computed by dividing the NAVD 88
 TG0066.geopotential number by the normal gravity value computed on the
 TG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0066.degrees latitude (g = 980.6199 gals.).
 TG0066
 TG0066.The modeled gravity was interpolated from observed gravity values.
 TG0066
 TG0066;                    North         East    Units  Estimated Accuracy
 TG0066;SPC ND N     -   168,950.      459,060.      MT  (+/- 180 meters Scaled)
 TG0066
 TG0066                          SUPERSEDED SURVEY CONTROL
 TG0066
 TG0066  NGVD 29 (??/??/92)  719.61   (m)         2360.9    (f) COMPUTED    2 0
 TG0066
 TG0066.Superseded values are not recommended for survey control.
 TG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0066.See file dsdata.txt to determine how the superseded data were derived.
 TG0066
 TG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP914755(NAD 83)
 TG0066_MARKER: DB = BENCH MARK DISK
 TG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0066_STAMPING: H-325 1935
 TG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0066+STABILITY: SURFACE MOTION
 TG0066
 TG0066  HISTORY     - Date     Condition        Report By
 TG0066  HISTORY     - 1935     MONUMENTED       CGS
 TG0066
 TG0066                          STATION DESCRIPTION
 TG0066
 TG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0066'13.6 MI N FROM STANLEY.
 TG0066'ALONG THE STANLEY-BOWBELLS ROAD (STA HIWAY NO. 8).  147 FT SOUTH OF
 TG0066'TRAIL CROSSING, THENCE 30 FT EAST OF CENTERLINE OF HIWAY. ON TOP OF
 TG0066'SMALL KNOLL, 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0067 ***********************************************************************
 TG0067  DESIGNATION -  H 325 RESET
 TG0067  PID         -  TG0067
 TG0067  STATE/COUNTY-  ND/MOUNTRAIL
 TG0067  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0067
 TG0067                         *CURRENT SURVEY CONTROL
 TG0067  ___________________________________________________________________
 TG0067* NAD 83(1986)-  48 30 14.     (N)    102 24 27.     (W)     SCALED    
 TG0067* NAVD 88     -       719.553  (meters)    2360.73   (feet)  ADJUSTED  
 TG0067  ___________________________________________________________________
 TG0067  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 TG0067  DYNAMIC HT  -         719.674 (meters)    2361.13  (feet)  COMP
 TG0067  MODELED GRAV-     980,753.7   (mgal)                       NAVD 88
 TG0067
 TG0067  VERT ORDER  -  SECOND    CLASS 0
 TG0067
 TG0067.The horizontal coordinates were scaled from a topographic map and have
 TG0067.an estimated accuracy of +/- 6 seconds.
 TG0067
 TG0067.The orthometric height was determined by differential leveling
 TG0067.and adjusted by the National Geodetic Survey in June 1991..
 TG0067
 TG0067.The geoid height was determined by GEOID03.
 TG0067
 TG0067.The dynamic height is computed by dividing the NAVD 88
 TG0067.geopotential number by the normal gravity value computed on the
 TG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0067.degrees latitude (g = 980.6199 gals.).
 TG0067
 TG0067.The modeled gravity was interpolated from observed gravity values.
 TG0067
 TG0067;                    North         East    Units  Estimated Accuracy
 TG0067;SPC ND N     -   168,950.      459,060.      MT  (+/- 180 meters Scaled)
 TG0067
 TG0067                          SUPERSEDED SURVEY CONTROL
 TG0067
 TG0067  NGVD 29 (??/??/92)  719.11   (m)         2359.3    (f) COMPUTED    2 0
 TG0067
 TG0067.Superseded values are not recommended for survey control.
 TG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0067.See file dsdata.txt to determine how the superseded data were derived.
 TG0067
 TG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP914755(NAD 83)
 TG0067_MARKER: DB = BENCH MARK DISK
 TG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0067_STAMPING: H 325 RESET 1952
 TG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0067+STABILITY: SURFACE MOTION
 TG0067
 TG0067  HISTORY     - Date     Condition        Report By
 TG0067  HISTORY     - 1952     MONUMENTED       NDHD
 TG0067  HISTORY     - 1963     GOOD             NGS
 TG0067
 TG0067                          STATION DESCRIPTION
 TG0067
 TG0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0067'13.0 MI N FROM STANLEY.
 TG0067'ABOUT 13.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0067'STANLEY, ABOUT 0.15 MILE WEST ACROSS A PASTURE FROM A TWO-STORIED
 TG0067'FARMHOUSE AND A LARGE BARN WITH A ROUND ROOF, 222 FEET SOUTHEAST OF
 TG0067'THE INTERSECTION OF A GRAVELED ROAD LEADING EAST AND A NARROW DIRT
 TG0067'ROAD LEADING WEST, 76 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8
 TG0067'FEET NORTHWEST OF A POWER POLE, ABOUT 33 FEET SOUTH OF THE SOUTH EDGE
 TG0067'OF A SMALL LAKE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 TG0067'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0067'PROJECTING 1 INCH, S 14, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0965 ***********************************************************************
 TG0965  DESIGNATION -  H 326
 TG0965  PID         -  TG0965
 TG0965  STATE/COUNTY-  ND/BURKE
 TG0965  USGS QUAD   -  BATTLEVIEW (1978)
 TG0965
 TG0965                         *CURRENT SURVEY CONTROL
 TG0965  ___________________________________________________________________
 TG0965* NAD 83(1986)-  48 34 41.     (N)    102 47 38.     (W)     SCALED    
 TG0965* NAVD 88     -       669.167  (meters)    2195.43   (feet)  ADJUSTED  
 TG0965  ___________________________________________________________________
 TG0965  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG0965  DYNAMIC HT  -         669.283 (meters)    2195.81  (feet)  COMP
 TG0965  MODELED GRAV-     980,761.7   (mgal)                       NAVD 88
 TG0965
 TG0965  VERT ORDER  -  SECOND    CLASS 0
 TG0965
 TG0965.The horizontal coordinates were scaled from a topographic map and have
 TG0965.an estimated accuracy of +/- 6 seconds.
 TG0965
 TG0965.The orthometric height was determined by differential leveling
 TG0965.and adjusted by the National Geodetic Survey in June 1991..
 TG0965
 TG0965.The geoid height was determined by GEOID03.
 TG0965
 TG0965.The dynamic height is computed by dividing the NAVD 88
 TG0965.geopotential number by the normal gravity value computed on the
 TG0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0965.degrees latitude (g = 980.6199 gals.).
 TG0965
 TG0965.The modeled gravity was interpolated from observed gravity values.
 TG0965
 TG0965;                    North         East    Units  Estimated Accuracy
 TG0965;SPC ND N     -   177,980.      430,770.      MT  (+/- 180 meters Scaled)
 TG0965
 TG0965                          SUPERSEDED SURVEY CONTROL
 TG0965
 TG0965  NGVD 29 (??/??/92)  668.711  (m)         2193.93   (f) ADJ UNCH    2 0
 TG0965
 TG0965.Superseded values are not recommended for survey control.
 TG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0965.See file dsdata.txt to determine how the superseded data were derived.
 TG0965
 TG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP627829(NAD 83)
 TG0965_MARKER: DB = BENCH MARK DISK
 TG0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0965_STAMPING: H 326 1935
 TG0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0965+STABILITY: SURFACE MOTION
 TG0965
 TG0965  HISTORY     - Date     Condition        Report By
 TG0965  HISTORY     - 1935     MONUMENTED       CGS
 TG0965  HISTORY     - 1953     GOOD             DOD
 TG0965
 TG0965                          STATION DESCRIPTION
 TG0965
 TG0965'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TG0965'IN BATTLEVIEW.
 TG0965'AT BATTLEVIEW, BURKE COUNTY, 220 FEET SOUTH OF THE GREAT NORTHERN
 TG0965'RAILWAY STATION, AT THE NORTHEAST CORNER OF A VACANT LOT, 258 FEET
 TG0965'SOUTHWEST OF THE ST. ANTHONY AND DAKOTA ELEVATOR, 87 FEET NORTH OF A
 TG0965'FRAME STORE BUILDING, 15 FEET NORTHWEST OF A POWERLINE POLE, AND 3
 TG0965'FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED H 326 1935 AND
 TG0965'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1000 ***********************************************************************
 TG1000  DESIGNATION -  H 327
 TG1000  PID         -  TG1000
 TG1000  STATE/COUNTY-  ND/BURKE
 TG1000  USGS QUAD   -  HELDE LAKE (1974)
 TG1000
 TG1000                         *CURRENT SURVEY CONTROL
 TG1000  ___________________________________________________________________
 TG1000* NAD 83(1986)-  48 42 49.     (N)    102 35 07.     (W)     SCALED    
 TG1000* NAVD 88     -       732.839  (meters)    2404.32   (feet)  ADJUSTED  
 TG1000  ___________________________________________________________________
 TG1000  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG1000  DYNAMIC HT  -         732.977 (meters)    2404.78  (feet)  COMP
 TG1000  MODELED GRAV-     980,773.1   (mgal)                       NAVD 88
 TG1000
 TG1000  VERT ORDER  -  SECOND    CLASS 0
 TG1000
 TG1000.The horizontal coordinates were scaled from a topographic map and have
 TG1000.an estimated accuracy of +/- 6 seconds.
 TG1000
 TG1000.The orthometric height was determined by differential leveling
 TG1000.and adjusted by the National Geodetic Survey in June 1991..
 TG1000
 TG1000.The geoid height was determined by GEOID03.
 TG1000
 TG1000.The dynamic height is computed by dividing the NAVD 88
 TG1000.geopotential number by the normal gravity value computed on the
 TG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1000.degrees latitude (g = 980.6199 gals.).
 TG1000
 TG1000.The modeled gravity was interpolated from observed gravity values.
 TG1000
 TG1000;                    North         East    Units  Estimated Accuracy
 TG1000;SPC ND N     -   192,610.      446,560.      MT  (+/- 180 meters Scaled)
 TG1000
 TG1000                          SUPERSEDED SURVEY CONTROL
 TG1000
 TG1000  NGVD 29 (??/??/92)  732.393  (m)         2402.86   (f) ADJ UNCH    2 0
 TG1000
 TG1000.Superseded values are not recommended for survey control.
 TG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1000.See file dsdata.txt to determine how the superseded data were derived.
 TG1000
 TG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP776984(NAD 83)
 TG1000_MARKER: DB = BENCH MARK DISK
 TG1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1000_STAMPING: H 327 1935
 TG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1000+STABILITY: SURFACE MOTION
 TG1000
 TG1000  HISTORY     - Date     Condition        Report By
 TG1000  HISTORY     - 1935     MONUMENTED       CGS
 TG1000  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1000
 TG1000                          STATION DESCRIPTION
 TG1000
 TG1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1000'7.4 MI S FROM LIGNITE.
 TG1000'7.4 MILES SOUTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION
 TG1000'AT LIGNITE, BURKE COUNTY, THENCE 1.2 MILES SOUTHWEST AND 3.7 MILES
 TG1000'SOUTH ALONG ROADS.  0.5 MILE SOUTHWEST OF A TWO-STORY FARMHOUSE ON THE
 TG1000'EAST SIDE OF THE ROAD, 81 FEET SOUTH OF THE JUNCTION OF A FENCE
 TG1000'LEADING EAST, INSIDE THE RIGHT-OF-WAY FENCE, 35 FEET EAST OF THE
 TG1000'CENTERLINE OF THE ROAD, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A
 TG1000'STANDARD DISK, STAMPED H 327 1935 AND SET IN THE TOP OF A CONCRETE
 TG1000'POST.
 TG1000
 TG1000                          STATION RECOVERY (1974)
 TG1000
 TG1000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0616 ***********************************************************************
 TG0616  DESIGNATION -  H 329
 TG0616  PID         -  TG0616
 TG0616  STATE/COUNTY-  ND/MOUNTRAIL
 TG0616  USGS QUAD   -  PALERMO NE (1981)
 TG0616
 TG0616                         *CURRENT SURVEY CONTROL
 TG0616  ___________________________________________________________________
 TG0616* NAD 83(1986)-  48 23 14.     (N)    102 00 59.     (W)     SCALED    
 TG0616* NAVD 88     -       710.968  (meters)    2332.57   (feet)  ADJUSTED  
 TG0616  ___________________________________________________________________
 TG0616  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TG0616  DYNAMIC HT  -         711.080 (meters)    2332.93  (feet)  COMP
 TG0616  MODELED GRAV-     980,743.8   (mgal)                       NAVD 88
 TG0616
 TG0616  VERT ORDER  -  SECOND    CLASS 0
 TG0616
 TG0616.The horizontal coordinates were scaled from a topographic map and have
 TG0616.an estimated accuracy of +/- 6 seconds.
 TG0616
 TG0616.The orthometric height was determined by differential leveling
 TG0616.and adjusted by the National Geodetic Survey in June 1991..
 TG0616
 TG0616.The geoid height was determined by GEOID03.
 TG0616
 TG0616.The dynamic height is computed by dividing the NAVD 88
 TG0616.geopotential number by the normal gravity value computed on the
 TG0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0616.degrees latitude (g = 980.6199 gals.).
 TG0616
 TG0616.The modeled gravity was interpolated from observed gravity values.
 TG0616
 TG0616;                    North         East    Units  Estimated Accuracy
 TG0616;SPC ND N     -   155,340.      487,700.      MT  (+/- 180 meters Scaled)
 TG0616
 TG0616                          SUPERSEDED SURVEY CONTROL
 TG0616
 TG0616  NGVD 29 (??/??/92)  710.53   (m)         2331.1    (f) COMPUTED    2 0
 TG0616
 TG0616.Superseded values are not recommended for survey control.
 TG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0616.See file dsdata.txt to determine how the superseded data were derived.
 TG0616
 TG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP208636(NAD 83)
 TG0616_MARKER: DB = BENCH MARK DISK
 TG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0616_STAMPING: H 329 1935
 TG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0616+STABILITY: SURFACE MOTION
 TG0616
 TG0616  HISTORY     - Date     Condition        Report By
 TG0616  HISTORY     - 1935     MONUMENTED       CGS
 TG0616  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0616
 TG0616                          STATION DESCRIPTION
 TG0616
 TG0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0616'3.0 MI E FROM BLAISDELL.
 TG0616'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0616'BLAISDELL, MOUNTRAIL COUNTY, THENCE 4.0 MILES NORTH ALONG THE COULEE
 TG0616'ROAD.  AT A ROAD INTERSECTION, 129 FEET NORTH OF THE CENTERLINE OF THE
 TG0616'EAST-AND-WEST ROAD, 27 FEET EAST OF THE CENTERLINE OF THE
 TG0616'NORTH-AND-SOUTH   ROAD, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROAD.  A
 TG0616'STANDARD DISK, STAMPED H 329 1935 AND SET IN THE TOP OF A CONCRETE
 TG0616'POST.
 TG0616
 TG0616                          STATION RECOVERY (1963)
 TG0616
 TG0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1235 ***********************************************************************
 TF1235  DESIGNATION -  H 330
 TF1235  PID         -  TF1235
 TF1235  STATE/COUNTY-  ND/WARD
 TF1235  USGS QUAD   -  AURELIA (1980)
 TF1235
 TF1235                         *CURRENT SURVEY CONTROL
 TF1235  ___________________________________________________________________
 TF1235* NAD 83(1986)-  48 26 41.     (N)    101 53 11.     (W)     SCALED    
 TF1235* NAVD 88     -       642.845  (meters)    2109.07   (feet)  ADJUSTED  
 TF1235  ___________________________________________________________________
 TF1235  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 TF1235  DYNAMIC HT  -         642.955 (meters)    2109.43  (feet)  COMP
 TF1235  MODELED GRAV-     980,760.8   (mgal)                       NAVD 88
 TF1235
 TF1235  VERT ORDER  -  SECOND    CLASS 0
 TF1235
 TF1235.The horizontal coordinates were scaled from a topographic map and have
 TF1235.an estimated accuracy of +/- 6 seconds.
 TF1235
 TF1235.The orthometric height was determined by differential leveling
 TF1235.and adjusted by the National Geodetic Survey in June 1991..
 TF1235
 TF1235.The geoid height was determined by GEOID03.
 TF1235
 TF1235.The dynamic height is computed by dividing the NAVD 88
 TF1235.geopotential number by the normal gravity value computed on the
 TF1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1235.degrees latitude (g = 980.6199 gals.).
 TF1235
 TF1235.The modeled gravity was interpolated from observed gravity values.
 TF1235
 TF1235;                    North         East    Units  Estimated Accuracy
 TF1235;SPC ND N     -   161,550.      497,440.      MT  (+/- 180 meters Scaled)
 TF1235
 TF1235                          SUPERSEDED SURVEY CONTROL
 TF1235
 TF1235  NGVD 29 (??/??/92)  642.402  (m)         2107.61   (f) ADJ UNCH    2 0
 TF1235
 TF1235.Superseded values are not recommended for survey control.
 TF1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1235.See file dsdata.txt to determine how the superseded data were derived.
 TF1235
 TF1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU865697(NAD 83)
 TF1235_MARKER: DB = BENCH MARK DISK
 TF1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1235_STAMPING: H 330 1935
 TF1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1235+STABILITY: SURFACE MOTION
 TF1235
 TF1235  HISTORY     - Date     Condition        Report By
 TF1235  HISTORY     - 1935     MONUMENTED       CGS
 TF1235
 TF1235                          STATION DESCRIPTION
 TF1235
 TF1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1235'3.0 MI W FROM HARTLAND.
 TF1235'3.0 MILES WEST ALONG A ROAD FROM HARTLAND, WARD COUNTY, THENCE 3.0
 TF1235'MILES NORTH ALONG ANOTHER ROAD.  AT A ROAD INTERSECTION, 45 FEET SOUTH
 TF1235'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 42 FEET EAST OF THE
 TF1235'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 18 FEET INSIDE THE
 TF1235'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 TF1235'H 330 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0986 ***********************************************************************
 TG0986  DESIGNATION -  H 332
 TG0986  PID         -  TG0986
 TG0986  STATE/COUNTY-  ND/BURKE
 TG0986  USGS QUAD   -  BATTLEVIEW (1978)
 TG0986
 TG0986                         *CURRENT SURVEY CONTROL
 TG0986  ___________________________________________________________________
 TG0986* NAD 83(1986)-  48 35 22.     (N)    102 46 39.     (W)     SCALED    
 TG0986* NAVD 88     -       695.002  (meters)    2280.19   (feet)  ADJUSTED  
 TG0986  ___________________________________________________________________
 TG0986  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0986  DYNAMIC HT  -         695.125 (meters)    2280.59  (feet)  COMP
 TG0986  MODELED GRAV-     980,763.6   (mgal)                       NAVD 88
 TG0986
 TG0986  VERT ORDER  -  SECOND    CLASS 0
 TG0986
 TG0986.The horizontal coordinates were scaled from a topographic map and have
 TG0986.an estimated accuracy of +/- 6 seconds.
 TG0986
 TG0986.The orthometric height was determined by differential leveling
 TG0986.and adjusted by the National Geodetic Survey in June 1991..
 TG0986
 TG0986.The geoid height was determined by GEOID03.
 TG0986
 TG0986.The dynamic height is computed by dividing the NAVD 88
 TG0986.geopotential number by the normal gravity value computed on the
 TG0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0986.degrees latitude (g = 980.6199 gals.).
 TG0986
 TG0986.The modeled gravity was interpolated from observed gravity values.
 TG0986
 TG0986;                    North         East    Units  Estimated Accuracy
 TG0986;SPC ND N     -   179,210.      432,020.      MT  (+/- 180 meters Scaled)
 TG0986
 TG0986                          SUPERSEDED SURVEY CONTROL
 TG0986
 TG0986  NGVD 29 (??/??/92)  694.543  (m)         2278.68   (f) ADJ UNCH    2 0
 TG0986
 TG0986.Superseded values are not recommended for survey control.
 TG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0986.See file dsdata.txt to determine how the superseded data were derived.
 TG0986
 TG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP638842(NAD 83)
 TG0986_MARKER: DB = BENCH MARK DISK
 TG0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0986_STAMPING: H 332 1935
 TG0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0986+STABILITY: SURFACE MOTION
 TG0986
 TG0986  HISTORY     - Date     Condition        Report By
 TG0986  HISTORY     - 1935     MONUMENTED       CGS
 TG0986
 TG0986                          STATION DESCRIPTION
 TG0986
 TG0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0986'1.7 MI N FROM BATTLEVIEW.
 TG0986'1.7 MILES NORTH ALONG STATE HIGHWAY 40 FROM BATTLEVIEW, BURKE COUNTY,
 TG0986'AT THE T-JUNCTION OF A TRAIL LEADING WEST, 48 FEET SOUTH OF THE
 TG0986'CENTERLINE OF THE TRAIL, 48 FEET WEST OF THE CENTERLINE OF THE
 TG0986'HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 332
 TG0986'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0987 ***********************************************************************
 TG0987  DESIGNATION -  H 332 RESET
 TG0987  PID         -  TG0987
 TG0987  STATE/COUNTY-  ND/BURKE
 TG0987  USGS QUAD   -  BATTLEVIEW (1978)
 TG0987
 TG0987                         *CURRENT SURVEY CONTROL
 TG0987  ___________________________________________________________________
 TG0987* NAD 83(1986)-  48 35 22.     (N)    102 46 39.     (W)     SCALED    
 TG0987* NAVD 88     -       694.92   (+/-2cm)    2279.9    (feet)  VERTCON   
 TG0987  ___________________________________________________________________
 TG0987  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0987
 TG0987  VERT ORDER  -  THIRD (See Below)
 TG0987
 TG0987.The horizontal coordinates were scaled from a topographic map and have
 TG0987.an estimated accuracy of +/- 6 seconds.
 TG0987
 TG0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0987.The vertical order pertains to the NGVD 29 superseded value.
 TG0987
 TG0987.The geoid height was determined by GEOID03.
 TG0987
 TG0987;                    North         East    Units  Estimated Accuracy
 TG0987;SPC ND N     -   179,210.      432,020.      MT  (+/- 180 meters Scaled)
 TG0987
 TG0987                          SUPERSEDED SURVEY CONTROL
 TG0987
 TG0987  NGVD 29 (11/04/04)  694.46   (m)         2278.4    (f) RESET       3  
 TG0987
 TG0987.Superseded values are not recommended for survey control.
 TG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0987.See file dsdata.txt to determine how the superseded data were derived.
 TG0987
 TG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP638842(NAD 83)
 TG0987_MARKER: DB = BENCH MARK DISK
 TG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0987_STAMPING: H 332 RESET 1964
 TG0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0987+STABILITY: SURFACE MOTION
 TG0987
 TG0987  HISTORY     - Date     Condition        Report By
 TG0987  HISTORY     - 1964     MONUMENTED       CGS
 TG0987
 TG0987                          STATION DESCRIPTION
 TG0987
 TG0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TG0987'1.7 MI N FROM BATTLEVIEW.
 TG0987'0.95 MILE NORTH ALONG STATE HIGHWAY 40, FROM ITS JUNCTION WITH STATE
 TG0987'HIGHWAY 50 ABOUT 3/4 MILE EAST OF BATTLEVIEW, BURKE COUNTY, TO THE
 TG0987'WEST OF A T-ROAD INTERSECTION, 100 FEET WEST OF THE CENTERLINE OF THE
 TG0987'HIGHWAY, 2 FEET NORTHEAST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A
 TG0987'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TG0987'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1105 ***********************************************************************
 TG1105  DESIGNATION -  H 333
 TG1105  PID         -  TG1105
 TG1105  STATE/COUNTY-  ND/WILLIAMS
 TG1105  USGS QUAD   -  BIG MEADOW (1974)
 TG1105
 TG1105                         *CURRENT SURVEY CONTROL
 TG1105  ___________________________________________________________________
 TG1105* NAD 83(1986)-  48 37 07.     (N)    103 06 11.     (W)     SCALED    
 TG1105* NAVD 88     -       691.807  (meters)    2269.70   (feet)  ADJUSTED  
 TG1105  ___________________________________________________________________
 TG1105  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 TG1105  DYNAMIC HT  -         691.921 (meters)    2270.08  (feet)  COMP
 TG1105  MODELED GRAV-     980,751.6   (mgal)                       NAVD 88
 TG1105
 TG1105  VERT ORDER  -  SECOND    CLASS 0
 TG1105
 TG1105.The horizontal coordinates were scaled from a topographic map and have
 TG1105.an estimated accuracy of +/- 6 seconds.
 TG1105
 TG1105.The orthometric height was determined by differential leveling
 TG1105.and adjusted by the National Geodetic Survey in June 1991..
 TG1105
 TG1105.The geoid height was determined by GEOID03.
 TG1105
 TG1105.The dynamic height is computed by dividing the NAVD 88
 TG1105.geopotential number by the normal gravity value computed on the
 TG1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1105.degrees latitude (g = 980.6199 gals.).
 TG1105
 TG1105.The modeled gravity was interpolated from observed gravity values.
 TG1105
 TG1105;                    North         East    Units  Estimated Accuracy
 TG1105;SPC ND N     -   183,210.      408,120.      MT  (+/- 180 meters Scaled)
 TG1105
 TG1105                          SUPERSEDED SURVEY CONTROL
 TG1105
 TG1105  NGVD 29 (??/??/92)  691.33   (m)         2268.1    (f) COMPUTED    2 0
 TG1105
 TG1105.Superseded values are not recommended for survey control.
 TG1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1105.See file dsdata.txt to determine how the superseded data were derived.
 TG1105
 TG1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP398867(NAD 83)
 TG1105_MARKER: DB = BENCH MARK DISK
 TG1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1105_STAMPING: H 333 1935
 TG1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1105+STABILITY: SURFACE MOTION
 TG1105
 TG1105  HISTORY     - Date     Condition        Report By
 TG1105  HISTORY     - 1935     MONUMENTED       CGS
 TG1105  HISTORY     - 1974     GOOD             USGS
 TG1105
 TG1105                          STATION DESCRIPTION
 TG1105
 TG1105'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG1105'3.35 MI SW FROM HAMLET.
 TG1105'FROM THE POST OFFICE IN HAMLET GO SOUTH 0.05 MI. THENCE WEST 0.3 MI.
 TG1105'ALONG COUNTY ROAD THENCE SOUTH 0.55 MI. THENCE WEST 2.0 MI. TO T-ROAD
 TG1105'N. BM IS 55 FT. SOUTH AND 30 FT. WEST OF T-ROAD NORTH.  A STANDARD CAP
 TG1105'SET IN A CONCRETE POST PROJECTING 0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1015 ***********************************************************************
 TF1015  DESIGNATION -  H 334
 TF1015  PID         -  TF1015
 TF1015  STATE/COUNTY-  ND/WARD
 TF1015  USGS QUAD   -  DEERING (1949)
 TF1015
 TF1015                         *CURRENT SURVEY CONTROL
 TF1015  ___________________________________________________________________
 TF1015* NAD 83(1986)-  48 24 53.     (N)    101 07 30.     (W)     SCALED    
 TF1015* NAVD 88     -       479.808  (meters)    1574.17   (feet)  ADJUSTED  
 TF1015  ___________________________________________________________________
 TF1015  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 TF1015  DYNAMIC HT  -         479.899 (meters)    1574.47  (feet)  COMP
 TF1015  MODELED GRAV-     980,787.1   (mgal)                       NAVD 88
 TF1015
 TF1015  VERT ORDER  -  SECOND    CLASS 0
 TF1015
 TF1015.The horizontal coordinates were scaled from a topographic map and have
 TF1015.an estimated accuracy of +/- 6 seconds.
 TF1015
 TF1015.The orthometric height was determined by differential leveling
 TF1015.and adjusted by the National Geodetic Survey in June 1991..
 TF1015
 TF1015.The geoid height was determined by GEOID03.
 TF1015
 TF1015.The dynamic height is computed by dividing the NAVD 88
 TF1015.geopotential number by the normal gravity value computed on the
 TF1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1015.degrees latitude (g = 980.6199 gals.).
 TF1015
 TF1015.The modeled gravity was interpolated from observed gravity values.
 TF1015
 TF1015;                    North         East    Units  Estimated Accuracy
 TF1015;SPC ND N     -   157,480.      553,740.      MT  (+/- 180 meters Scaled)
 TF1015
 TF1015                          SUPERSEDED SURVEY CONTROL
 TF1015
 TF1015  NGVD 29 (??/??/92)  479.431  (m)         1572.93   (f) ADJ UNCH    2 0
 TF1015
 TF1015.Superseded values are not recommended for survey control.
 TF1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1015.See file dsdata.txt to determine how the superseded data were derived.
 TF1015
 TF1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU427645(NAD 83)
 TF1015_MARKER: DB = BENCH MARK DISK
 TF1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1015_STAMPING: H-334 1935
 TF1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1015+STABILITY: SURFACE MOTION
 TF1015
 TF1015  HISTORY     - Date     Condition        Report By
 TF1015  HISTORY     - 1935     MONUMENTED       CGS
 TF1015
 TF1015                          STATION DESCRIPTION
 TF1015
 TF1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1015'2.2 MI S FROM WOLSETH.
 TF1015'2.2 MI SOUTH OF DEPOT AT ALONG THE SURREY-WOLSETH ROAD, AT CROSS-ROAD.
 TF1015'SET IN POST, 45 FT EAST OF CENTERLINE OF MAIN ROAD, 30 FT SOUTH OF
 TF1015'CENTERLINE OF CROSS-ROAD, 12 FT EAST OF POWER LINE POLE AND 1 FOOT
 TF1015'NORTH OF FENCE LINE.  LEVEL WITH ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0776 ***********************************************************************
 TF0776  DESIGNATION -  H 335
 TF0776  PID         -  TF0776
 TF0776  STATE/COUNTY-  ND/RENVILLE
 TF0776  USGS QUAD   -  LANSFORD SE (1949)
 TF0776
 TF0776                         *CURRENT SURVEY CONTROL
 TF0776  ___________________________________________________________________
 TF0776* NAD 83(1986)-  48 30 17.     (N)    101 17 57.     (W)     SCALED    
 TF0776* NAVD 88     -       478.251  (meters)    1569.06   (feet)  ADJUSTED  
 TF0776  ___________________________________________________________________
 TF0776  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF0776  DYNAMIC HT  -         478.343 (meters)    1569.36  (feet)  COMP
 TF0776  MODELED GRAV-     980,788.5   (mgal)                       NAVD 88
 TF0776
 TF0776  VERT ORDER  -  SECOND    CLASS 0
 TF0776
 TF0776.The horizontal coordinates were scaled from a topographic map and have
 TF0776.an estimated accuracy of +/- 6 seconds.
 TF0776
 TF0776.The orthometric height was determined by differential leveling
 TF0776.and adjusted by the National Geodetic Survey in June 1991..
 TF0776
 TF0776.The geoid height was determined by GEOID03.
 TF0776
 TF0776.The dynamic height is computed by dividing the NAVD 88
 TF0776.geopotential number by the normal gravity value computed on the
 TF0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0776.degrees latitude (g = 980.6199 gals.).
 TF0776
 TF0776.The modeled gravity was interpolated from observed gravity values.
 TF0776
 TF0776;                    North         East    Units  Estimated Accuracy
 TF0776;SPC ND N     -   167,610.      540,950.      MT  (+/- 180 meters Scaled)
 TF0776
 TF0776                          SUPERSEDED SURVEY CONTROL
 TF0776
 TF0776  NGVD 29 (??/??/92)  477.889  (m)         1567.87   (f) ADJ UNCH    2 0
 TF0776
 TF0776.Superseded values are not recommended for survey control.
 TF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0776.See file dsdata.txt to determine how the superseded data were derived.
 TF0776
 TF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU301749(NAD 83)
 TF0776_MARKER: DB = BENCH MARK DISK
 TF0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0776_SP_SET: CULVERT
 TF0776_STAMPING: H 335 1935
 TF0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0776
 TF0776  HISTORY     - Date     Condition        Report By
 TF0776  HISTORY     - 1935     MONUMENTED       CGS
 TF0776
 TF0776                          STATION DESCRIPTION
 TF0776
 TF0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0776'4.7 MI S FROM FORFAR.
 TF0776'IN RENVILLE COUNTY, 4.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE
 TF0776'CROSSING OF THE GREAT NORTHERN RAILWAY AT FORFAR, BOTTINEAU COUNTY,
 TF0776'0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 17, AT A CULVERT, IN
 TF0776'THE TOP OF THE NORTHEAST CONCRETE WING WALL, AND LEVEL WITH THE
 TF0776'HIGHWAY.  A STANDARD DISK, STAMPED H 335 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1438 ***********************************************************************
 TF1438  DESIGNATION -  H 336
 TF1438  PID         -  TF1438
 TF1438  STATE/COUNTY-  ND/RENVILLE
 TF1438  USGS QUAD   -  GRANO (1949)
 TF1438
 TF1438                         *CURRENT SURVEY CONTROL
 TF1438  ___________________________________________________________________
 TF1438* NAD 83(1986)-  48 33 37.     (N)    101 31 01.     (W)     SCALED    
 TF1438* NAVD 88     -       519.338  (meters)    1703.86   (feet)  ADJUSTED  
 TF1438  ___________________________________________________________________
 TF1438  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TF1438  DYNAMIC HT  -         519.441 (meters)    1704.20  (feet)  COMP
 TF1438  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TF1438
 TF1438  VERT ORDER  -  SECOND    CLASS 0
 TF1438
 TF1438.The horizontal coordinates were scaled from a topographic map and have
 TF1438.an estimated accuracy of +/- 6 seconds.
 TF1438
 TF1438.The orthometric height was determined by differential leveling
 TF1438.and adjusted by the National Geodetic Survey in June 1991..
 TF1438
 TF1438.The geoid height was determined by GEOID03.
 TF1438
 TF1438.The dynamic height is computed by dividing the NAVD 88
 TF1438.geopotential number by the normal gravity value computed on the
 TF1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1438.degrees latitude (g = 980.6199 gals.).
 TF1438
 TF1438.The modeled gravity was interpolated from observed gravity values.
 TF1438
 TF1438;                    North         East    Units  Estimated Accuracy
 TF1438;SPC ND N     -   173,970.      524,940.      MT  (+/- 180 meters Scaled)
 TF1438
 TF1438                          SUPERSEDED SURVEY CONTROL
 TF1438
 TF1438  NGVD 29 (??/??/92)  518.993  (m)         1702.73   (f) ADJ UNCH    2 0
 TF1438
 TF1438.Superseded values are not recommended for survey control.
 TF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1438.See file dsdata.txt to determine how the superseded data were derived.
 TF1438
 TF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU142816(NAD 83)
 TF1438_MARKER: DB = BENCH MARK DISK
 TF1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1438_STAMPING: H 336 1935
 TF1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1438+STABILITY: SURFACE MOTION
 TF1438
 TF1438  HISTORY     - Date     Condition        Report By
 TF1438  HISTORY     - 1935     MONUMENTED       CGS
 TF1438
 TF1438                          STATION DESCRIPTION
 TF1438
 TF1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1438'1.0 MI W FROM CHOLA.
 TF1438'1.0 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT CHOLA,
 TF1438'RENVILLE COUNTY, 4.1 MILES SOUTH ALONG A ROAD.  AT A ROAD
 TF1438'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1438'ROAD, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND
 TF1438'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED H 336 1935 AND SET IN
 TF1438'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0511 ***********************************************************************
 RP0511  DESIGNATION -  H 34
 RP0511  PID         -  RP0511
 RP0511  STATE/COUNTY-  ND/SARGENT
 RP0511  USGS QUAD   -  FORMAN (1958)
 RP0511
 RP0511                         *CURRENT SURVEY CONTROL
 RP0511  ___________________________________________________________________
 RP0511* NAD 83(1986)-  46 02 40.     (N)    097 40 30.     (W)     SCALED    
 RP0511* NAVD 88     -       389.038  (meters)    1276.37   (feet)  ADJUSTED  
 RP0511  ___________________________________________________________________
 RP0511  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 RP0511  DYNAMIC HT  -         389.028 (meters)    1276.34  (feet)  COMP
 RP0511  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 RP0511
 RP0511  VERT ORDER  -  SECOND    CLASS 0
 RP0511
 RP0511.The horizontal coordinates were scaled from a topographic map and have
 RP0511.an estimated accuracy of +/- 6 seconds.
 RP0511
 RP0511.The orthometric height was determined by differential leveling
 RP0511.and adjusted by the National Geodetic Survey in June 1991..
 RP0511
 RP0511.The geoid height was determined by GEOID03.
 RP0511
 RP0511.The dynamic height is computed by dividing the NAVD 88
 RP0511.geopotential number by the normal gravity value computed on the
 RP0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0511.degrees latitude (g = 980.6199 gals.).
 RP0511
 RP0511.The modeled gravity was interpolated from observed gravity values.
 RP0511
 RP0511;                    North         East    Units  Estimated Accuracy
 RP0511;SPC ND S     -    45,920.      818,620.      MT  (+/- 180 meters Scaled)
 RP0511
 RP0511                          SUPERSEDED SURVEY CONTROL
 RP0511
 RP0511  NGVD 29 (??/??/92)  388.742  (m)         1275.40   (f) ADJ UNCH    2 0
 RP0511
 RP0511.Superseded values are not recommended for survey control.
 RP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0511.See file dsdata.txt to determine how the superseded data were derived.
 RP0511
 RP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR025998(NAD 83)
 RP0511_MARKER: DB = BENCH MARK DISK
 RP0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0511_STAMPING: H 34 1934
 RP0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0511+STABILITY: SURFACE MOTION
 RP0511
 RP0511  HISTORY     - Date     Condition        Report By
 RP0511  HISTORY     - 1934     MONUMENTED       CGS
 RP0511
 RP0511                          STATION DESCRIPTION
 RP0511
 RP0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0511'8.2 MI W FROM RUTLAND.
 RP0511'8.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0511'RUTLAND, SARGENT COUNTY, ABOUT 6 POLES EAST OF MILEPOST 8, AT A PUBLIC
 RP0511'ROAD CROSSING, ABOUT 90 FEET WEST OF THE CENTER LINE OF THE ROAD, 45
 RP0511'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 30 FEET SOUTH OF A
 RP0511'STATION-1-MILE SIGN, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 RP0511'STANDARD DISK, STAMPED H 34 1934 AND SET IN THE TOP OF A CONCRETE
 RP0511'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0506 ***********************************************************************
 TF0506  DESIGNATION -  H 340 RESET
 TF0506  PID         -  TF0506
 TF0506  STATE/COUNTY-  ND/BOTTINEAU
 TF0506  USGS QUAD   -  SOURIS SE (1954)
 TF0506
 TF0506                         *CURRENT SURVEY CONTROL
 TF0506  ___________________________________________________________________
 TF0506* NAD 83(1986)-  48 49 13.     (N)    100 30 43.     (W)     SCALED    
 TF0506* NAVD 88     -       481.26   (+/-2cm)    1578.9    (feet)  VERTCON   
 TF0506  ___________________________________________________________________
 TF0506  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0506
 TF0506  VERT ORDER  -  THIRD (See Below)
 TF0506
 TF0506.The horizontal coordinates were scaled from a topographic map and have
 TF0506.an estimated accuracy of +/- 6 seconds.
 TF0506
 TF0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0506.The vertical order pertains to the NGVD 29 superseded value.
 TF0506
 TF0506.The geoid height was determined by GEOID03.
 TF0506
 TF0506;                    North         East    Units  Estimated Accuracy
 TF0506;SPC ND N     -   202,390.      599,120.      MT  (+/- 180 meters Scaled)
 TF0506
 TF0506                          SUPERSEDED SURVEY CONTROL
 TF0506
 TF0506  NGVD 29 (11/04/04)  480.89   (m)         1577.7    (f) RESET       3  
 TF0506
 TF0506.Superseded values are not recommended for survey control.
 TF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0506.See file dsdata.txt to determine how the superseded data were derived.
 TF0506
 TF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV890085(NAD 83)
 TF0506_MARKER: DB = BENCH MARK DISK
 TF0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0506_STAMPING: H 340 RESET 1941
 TF0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0506+STABILITY: SURFACE MOTION
 TF0506
 TF0506  HISTORY     - Date     Condition        Report By
 TF0506  HISTORY     - 1941     MONUMENTED       NDHD
 TF0506  HISTORY     - 1954     MARK NOT FOUND   USGS
 TF0506
 TF0506                          STATION DESCRIPTION
 TF0506
 TF0506'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1941
 TF0506'3.6 MI W FROM BOTTINEAU.
 TF0506'3.6 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0506'BOTTINEAU, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 100 FEET NORTH
 TF0506'AND 33 FEET EAST OF THE SECTION CORNER COMMON TO SECTIONS 27, 28, 33,
 TF0506'AND 34, T. 162 N., R. 76 W. A STANDARD DISK, STAMPED H 340 RESET 1941
 TF0506'AND SET IN THE TOP OF A CONCRETE POST.
 TF0506
 TF0506                          STATION RECOVERY (1954)
 TF0506
 TF0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 TF0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1660 ***********************************************************************
 TF1660  DESIGNATION -  H 341
 TF1660  PID         -  TF1660
 TF1660  STATE/COUNTY-  ND/RENVILLE
 TF1660  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF1660
 TF1660                         *CURRENT SURVEY CONTROL
 TF1660  ___________________________________________________________________
 TF1660* NAD 83(1986)-  48 57 58.     (N)    101 53 23.     (W)     SCALED    
 TF1660* NAVD 88     -       545.132  (meters)    1788.49   (feet)  ADJUSTED  
 TF1660  ___________________________________________________________________
 TF1660  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF1660  DYNAMIC HT  -         545.256 (meters)    1788.89  (feet)  COMP
 TF1660  MODELED GRAV-     980,820.1   (mgal)                       NAVD 88
 TF1660
 TF1660  VERT ORDER  -  SECOND    CLASS 0
 TF1660
 TF1660.The horizontal coordinates were scaled from a topographic map and have
 TF1660.an estimated accuracy of +/- 6 seconds.
 TF1660
 TF1660.The orthometric height was determined by differential leveling
 TF1660.and adjusted by the National Geodetic Survey in June 1991..
 TF1660
 TF1660.The geoid height was determined by GEOID03.
 TF1660
 TF1660.The dynamic height is computed by dividing the NAVD 88
 TF1660.geopotential number by the normal gravity value computed on the
 TF1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1660.degrees latitude (g = 980.6199 gals.).
 TF1660
 TF1660.The modeled gravity was interpolated from observed gravity values.
 TF1660
 TF1660;                    North         East    Units  Estimated Accuracy
 TF1660;SPC ND N     -   219,530.      498,240.      MT  (+/- 180 meters Scaled)
 TF1660
 TF1660                          SUPERSEDED SURVEY CONTROL
 TF1660
 TF1660  NGVD 29 (??/??/92)  544.745  (m)         1787.22   (f) ADJ UNCH    2 0
 TF1660
 TF1660.Superseded values are not recommended for survey control.
 TF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1660.See file dsdata.txt to determine how the superseded data were derived.
 TF1660
 TF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV885277(NAD 83)
 TF1660_MARKER: DB = BENCH MARK DISK
 TF1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1660_STAMPING: H 341 1935
 TF1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1660+STABILITY: SURFACE MOTION
 TF1660
 TF1660  HISTORY     - Date     Condition        Report By
 TF1660  HISTORY     - 1935     MONUMENTED       CGS
 TF1660  HISTORY     - 1954     GOOD             NGS
 TF1660
 TF1660                          STATION DESCRIPTION
 TF1660
 TF1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1660'0.5 MI N FROM SHERWOOD.
 TF1660'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1660'STATION AT SHERWOOD, RENVILLE COUNTY, 12.0 MILES WEST ALONG A
 TF1660'SECTION-LINE ROAD.  IN THE NORTHWEST QUARTER OF A ROAD INTERSECTION,
 TF1660'35 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 27 FEET
 TF1660'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2.5 FEET EAST OF A
 TF1660'POLE, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TF1660'H 341 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF1660
 TF1660                          STATION RECOVERY (1954)
 TF1660
 TF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 TF1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0783 ***********************************************************************
 TF0783  DESIGNATION -  H 342
 TF0783  PID         -  TF0783
 TF0783  STATE/COUNTY-  ND/BOTTINEAU
 TF0783  USGS QUAD   -  MAXBASS (1949)
 TF0783
 TF0783                         *CURRENT SURVEY CONTROL
 TF0783  ___________________________________________________________________
 TF0783* NAD 83(1986)-  48 44 03.     (N)    101 08 49.     (W)     SCALED    
 TF0783* NAVD 88     -       459.608  (meters)    1507.90   (feet)  ADJUSTED  
 TF0783  ___________________________________________________________________
 TF0783  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF0783  DYNAMIC HT  -         459.708 (meters)    1508.23  (feet)  COMP
 TF0783  MODELED GRAV-     980,813.6   (mgal)                       NAVD 88
 TF0783
 TF0783  VERT ORDER  -  SECOND    CLASS 0
 TF0783
 TF0783.The horizontal coordinates were scaled from a topographic map and have
 TF0783.an estimated accuracy of +/- 6 seconds.
 TF0783
 TF0783.The orthometric height was determined by differential leveling
 TF0783.and adjusted by the National Geodetic Survey in June 1991..
 TF0783
 TF0783.The geoid height was determined by GEOID03.
 TF0783
 TF0783.The dynamic height is computed by dividing the NAVD 88
 TF0783.geopotential number by the normal gravity value computed on the
 TF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0783.degrees latitude (g = 980.6199 gals.).
 TF0783
 TF0783.The modeled gravity was interpolated from observed gravity values.
 TF0783
 TF0783;                    North         East    Units  Estimated Accuracy
 TF0783;SPC ND N     -   193,010.      552,410.      MT  (+/- 180 meters Scaled)
 TF0783
 TF0783                          SUPERSEDED SURVEY CONTROL
 TF0783
 TF0783  NGVD 29 (??/??/92)  459.248  (m)         1506.72   (f) ADJ UNCH    2 0
 TF0783
 TF0783.Superseded values are not recommended for survey control.
 TF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0783.See file dsdata.txt to determine how the superseded data were derived.
 TF0783
 TF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV421001(NAD 83)
 TF0783_MARKER: DB = BENCH MARK DISK
 TF0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0783_STAMPING: H 342 1935
 TF0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0783+STABILITY: SURFACE MOTION
 TF0783
 TF0783  HISTORY     - Date     Condition        Report By
 TF0783  HISTORY     - 1935     MONUMENTED       CGS
 TF0783  HISTORY     - 1940     GOOD             NGS
 TF0783
 TF0783                          STATION DESCRIPTION
 TF0783
 TF0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0783'1.0 MI N FROM MAXBASS.
 TF0783'1.0 MILE NORTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TF0783'MAXBASS, BOTTINEAU COUNTY, IN THE NORTHWEST QUARTER OF A ROAD
 TF0783'INTERSECTION, 22 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF0783'ROAD, 14 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 1
 TF0783'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 TF0783'STANDARD DISK, STAMPED H 342 1935 AND SET IN THE TOP OF A CONCRETE
 TF0783'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1617 ***********************************************************************
 TF1617  DESIGNATION -  H 343
 TF1617  PID         -  TF1617
 TF1617  STATE/COUNTY-  ND/RENVILLE
 TF1617  USGS QUAD   -  GREENE (1949)
 TF1617
 TF1617                         *CURRENT SURVEY CONTROL
 TF1617  ___________________________________________________________________
 TF1617* NAD 83(1986)-  48 42 19.     (N)    101 41 26.     (W)     SCALED    
 TF1617* NAVD 88     -       531.799  (meters)    1744.74   (feet)  ADJUSTED  
 TF1617  ___________________________________________________________________
 TF1617  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF1617  DYNAMIC HT  -         531.910 (meters)    1745.11  (feet)  COMP
 TF1617  MODELED GRAV-     980,802.7   (mgal)                       NAVD 88
 TF1617
 TF1617  VERT ORDER  -  SECOND    CLASS 0
 TF1617
 TF1617.The horizontal coordinates were scaled from a topographic map and have
 TF1617.an estimated accuracy of +/- 6 seconds.
 TF1617
 TF1617.The orthometric height was determined by differential leveling
 TF1617.and adjusted by the National Geodetic Survey in June 1991..
 TF1617
 TF1617.The geoid height was determined by GEOID03.
 TF1617
 TF1617.The dynamic height is computed by dividing the NAVD 88
 TF1617.geopotential number by the normal gravity value computed on the
 TF1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1617.degrees latitude (g = 980.6199 gals.).
 TF1617
 TF1617.The modeled gravity was interpolated from observed gravity values.
 TF1617
 TF1617;                    North         East    Units  Estimated Accuracy
 TF1617;SPC ND N     -   190,280.      512,380.      MT  (+/- 180 meters Scaled)
 TF1617
 TF1617                          SUPERSEDED SURVEY CONTROL
 TF1617
 TF1617  NGVD 29 (??/??/92)  531.44   (m)         1743.6    (f) COMPUTED    2 0
 TF1617
 TF1617.Superseded values are not recommended for survey control.
 TF1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1617.See file dsdata.txt to determine how the superseded data were derived.
 TF1617
 TF1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU020981(NAD 83)
 TF1617_MARKER: DB = BENCH MARK DISK
 TF1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1617_STAMPING: H 343 1935
 TF1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1617+STABILITY: SURFACE MOTION
 TF1617
 TF1617  HISTORY     - Date     Condition        Report By
 TF1617  HISTORY     - 1935     MONUMENTED       CGS
 TF1617  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1617
 TF1617                          STATION DESCRIPTION
 TF1617
 TF1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1617'3.6 MI N FROM GREENE.
 TF1617'3.6 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE SOO LINE RAILROAD
 TF1617'STATION AT GREENE, RENVILLE COUNTY, IN THE SOUTHEAST QUARTER OF A ROAD
 TF1617'INTERSECTION, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET
 TF1617'SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF A FENCE
 TF1617'CORNER, AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 TF1617'STAMPED H 343 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0809 ***********************************************************************
 TF0809  DESIGNATION -  H 344
 TF0809  PID         -  TF0809
 TF0809  STATE/COUNTY-  ND/BOTTINEAU
 TF0809  USGS QUAD   -  ECKMAN (1949)
 TF0809
 TF0809                         *CURRENT SURVEY CONTROL
 TF0809  ___________________________________________________________________
 TF0809* NAD 83(1986)-  48 43 11.     (N)    101 03 35.     (W)     SCALED    
 TF0809* NAVD 88     -       454.476  (meters)    1491.06   (feet)  ADJUSTED  
 TF0809  ___________________________________________________________________
 TF0809  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0809  DYNAMIC HT  -         454.574 (meters)    1491.38  (feet)  COMP
 TF0809  MODELED GRAV-     980,813.1   (mgal)                       NAVD 88
 TF0809
 TF0809  VERT ORDER  -  SECOND    CLASS 0
 TF0809
 TF0809.The horizontal coordinates were scaled from a topographic map and have
 TF0809.an estimated accuracy of +/- 6 seconds.
 TF0809
 TF0809.The orthometric height was determined by differential leveling
 TF0809.and adjusted by the National Geodetic Survey in June 1991..
 TF0809
 TF0809.The geoid height was determined by GEOID03.
 TF0809
 TF0809.The dynamic height is computed by dividing the NAVD 88
 TF0809.geopotential number by the normal gravity value computed on the
 TF0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0809.degrees latitude (g = 980.6199 gals.).
 TF0809
 TF0809.The modeled gravity was interpolated from observed gravity values.
 TF0809
 TF0809;                    North         East    Units  Estimated Accuracy
 TF0809;SPC ND N     -   191,360.      558,820.      MT  (+/- 180 meters Scaled)
 TF0809
 TF0809                          SUPERSEDED SURVEY CONTROL
 TF0809
 TF0809  NGVD 29 (??/??/92)  454.110  (m)         1489.86   (f) ADJ UNCH    2 0
 TF0809
 TF0809.Superseded values are not recommended for survey control.
 TF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0809.See file dsdata.txt to determine how the superseded data were derived.
 TF0809
 TF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU485983(NAD 83)
 TF0809_MARKER: DB = BENCH MARK DISK
 TF0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0809_STAMPING: H 344 1935
 TF0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0809+STABILITY: SURFACE MOTION
 TF0809
 TF0809  HISTORY     - Date     Condition        Report By
 TF0809  HISTORY     - 1935     MONUMENTED       CGS
 TF0809  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 TF0809
 TF0809                          STATION DESCRIPTION
 TF0809
 TF0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0809'3.8 MI E FROM MAXBASS.
 TF0809'3.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF0809'MAXBASS, BOTTINEAU COUNTY, 16 POLES EAST OF MILEPOST 42, AT A ROAD
 TF0809'CROSSING, 48 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 35
 TF0809'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 40 FEET SOUTH
 TF0809'OF THE CENTERLINE OF THE TRACK, 57 FEET EAST OF A POLE, 24 FEET NORTH
 TF0809'OF A POWER LINE GUY POLE, AND ABOUT 5 FEET LOWER THAN THE TRACK. A
 TF0809'STANDARD DISK, STAMPED H 344 1935 AND SET IN THE TOP OF A CONCRETE
 TF0809'POST.  NOTE-- THE E-W ROAD HAS APPARENTLY BEEN REGRADED IN THE LAST
 TF0809'FEW YEARS, ALONG WITH THE DITCHES.  THE POLES MENTIONED NO LONGER
 TF0809'EXIST.
 TF0809
 TF0809                          STATION RECOVERY (1968)
 TF0809
 TF0809'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 TF0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1486 ***********************************************************************
 TF1486  DESIGNATION -  H 346
 TF1486  PID         -  TF1486
 TF1486  STATE/COUNTY-  ND/RENVILLE
 TF1486  USGS QUAD   -  MOHALL NE (1949)
 TF1486
 TF1486                         *CURRENT SURVEY CONTROL
 TF1486  ___________________________________________________________________
 TF1486* NAD 83(1986)-  48 57 57.     (N)    101 32 25.     (W)     SCALED    
 TF1486* NAVD 88     -       494.089  (meters)    1621.02   (feet)  ADJUSTED  
 TF1486  ___________________________________________________________________
 TF1486  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 TF1486  DYNAMIC HT  -         494.206 (meters)    1621.41  (feet)  COMP
 TF1486  MODELED GRAV-     980,831.0   (mgal)                       NAVD 88
 TF1486
 TF1486  VERT ORDER  -  SECOND    CLASS 0
 TF1486
 TF1486.The horizontal coordinates were scaled from a topographic map and have
 TF1486.an estimated accuracy of +/- 6 seconds.
 TF1486
 TF1486.The orthometric height was determined by differential leveling
 TF1486.and adjusted by the National Geodetic Survey in June 1991..
 TF1486
 TF1486.The geoid height was determined by GEOID03.
 TF1486
 TF1486.The dynamic height is computed by dividing the NAVD 88
 TF1486.geopotential number by the normal gravity value computed on the
 TF1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1486.degrees latitude (g = 980.6199 gals.).
 TF1486
 TF1486.The modeled gravity was interpolated from observed gravity values.
 TF1486
 TF1486;                    North         East    Units  Estimated Accuracy
 TF1486;SPC ND N     -   219,090.      523,830.      MT  (+/- 180 meters Scaled)
 TF1486
 TF1486                          SUPERSEDED SURVEY CONTROL
 TF1486
 TF1486  NGVD 29 (??/??/92)  493.720  (m)         1619.81   (f) ADJ UNCH    2 0
 TF1486
 TF1486.Superseded values are not recommended for survey control.
 TF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1486.See file dsdata.txt to determine how the superseded data were derived.
 TF1486
 TF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV140267(NAD 83)
 TF1486_MARKER: DB = BENCH MARK DISK
 TF1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1486_STAMPING: H 346 1935
 TF1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1486+STABILITY: SURFACE MOTION
 TF1486
 TF1486  HISTORY     - Date     Condition        Report By
 TF1486  HISTORY     - 1935     MONUMENTED       CGS
 TF1486
 TF1486                          STATION DESCRIPTION
 TF1486
 TF1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1486'0.5 MI N FROM SHERWOOD.
 TF1486'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE CROSSING OF THE GREAT
 TF1486'NORTHERN RAILWAY AT SHERWOOD, RENVILLE COUNTY, 4.0 MILES EAST ALONG A
 TF1486'SECTION-LINE ROAD.  AT A ROAD INTERSECTION, 50 FEET NORTH OF THE
 TF1486'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 36 FEET EAST OF THE
 TF1486'CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED H
 TF1486'346 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0513 ***********************************************************************
 TF0513  DESIGNATION -  H 347
 TF0513  PID         -  TF0513
 TF0513  STATE/COUNTY-  ND/BOTTINEAU
 TF0513  USGS QUAD   -  SOURIS (1954)
 TF0513
 TF0513                         *CURRENT SURVEY CONTROL
 TF0513  ___________________________________________________________________
 TF0513* NAD 83(1986)-  48 52 45.     (N)    100 41 13.     (W)     SCALED    
 TF0513* NAVD 88     -       460.202  (meters)    1509.85   (feet)  ADJUSTED  
 TF0513  ___________________________________________________________________
 TF0513  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TF0513  DYNAMIC HT  -         460.311 (meters)    1510.20  (feet)  COMP
 TF0513  MODELED GRAV-     980,830.7   (mgal)                       NAVD 88
 TF0513
 TF0513  VERT ORDER  -  SECOND    CLASS 0
 TF0513
 TF0513.The horizontal coordinates were scaled from a topographic map and have
 TF0513.an estimated accuracy of +/- 6 seconds.
 TF0513
 TF0513.The orthometric height was determined by differential leveling
 TF0513.and adjusted by the National Geodetic Survey in June 1991..
 TF0513
 TF0513.The geoid height was determined by GEOID03.
 TF0513
 TF0513.The dynamic height is computed by dividing the NAVD 88
 TF0513.geopotential number by the normal gravity value computed on the
 TF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0513.degrees latitude (g = 980.6199 gals.).
 TF0513
 TF0513.The modeled gravity was interpolated from observed gravity values.
 TF0513
 TF0513;                    North         East    Units  Estimated Accuracy
 TF0513;SPC ND N     -   208,960.      586,290.      MT  (+/- 180 meters Scaled)
 TF0513
 TF0513                          SUPERSEDED SURVEY CONTROL
 TF0513
 TF0513  NGVD 29 (??/??/92)  459.845  (m)         1508.67   (f) ADJ UNCH    2 0
 TF0513
 TF0513.Superseded values are not recommended for survey control.
 TF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0513.See file dsdata.txt to determine how the superseded data were derived.
 TF0513
 TF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV763153(NAD 83)
 TF0513_MARKER: DB = BENCH MARK DISK
 TF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0513_STAMPING: H 347 1935
 TF0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0513+STABILITY: SURFACE MOTION
 TF0513
 TF0513  HISTORY     - Date     Condition        Report By
 TF0513  HISTORY     - 1935     MONUMENTED       CGS
 TF0513  HISTORY     - 1940     GOOD             NGS
 TF0513
 TF0513                          STATION DESCRIPTION
 TF0513
 TF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0513'2.0 MI S FROM SOURIS.
 TF0513'2.0 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE CROSSING OF THE
 TF0513'GREAT NORTHERN RAILWAY AT SOURIS, BOTTINEAU COUNTY, AT A ROAD
 TF0513'INTERSECTION, 60 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF0513'ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, IN
 TF0513'LINE WITH A FENCE, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST. A
 TF0513'STANDARD DISK, STAMPED H 347 1935 AND SET IN THE TOP OF A CONCRETE
 TF0513'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0321 ***********************************************************************
 TF0321  DESIGNATION -  H 348 RESET
 TF0321  PID         -  TF0321
 TF0321  STATE/COUNTY-  ND/MCHENRY
 TF0321  USGS QUAD   -  BANTRY (1981)
 TF0321
 TF0321                         *CURRENT SURVEY CONTROL
 TF0321  ___________________________________________________________________
 TF0321* NAD 83(1986)-  48 29 58.     (N)    100 36 32.     (W)     SCALED    
 TF0321* NAVD 88     -       444.46   (+/-2cm)    1458.2    (feet)  VERTCON   
 TF0321  ___________________________________________________________________
 TF0321  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0321
 TF0321  VERT ORDER  -  THIRD (See Below)
 TF0321
 TF0321.The horizontal coordinates were scaled from a topographic map and have
 TF0321.an estimated accuracy of +/- 6 seconds.
 TF0321
 TF0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0321.The vertical order pertains to the NGVD 29 superseded value.
 TF0321
 TF0321.The geoid height was determined by GEOID03.
 TF0321
 TF0321;                    North         East    Units  Estimated Accuracy
 TF0321;SPC ND N     -   166,720.      591,950.      MT  (+/- 180 meters Scaled)
 TF0321
 TF0321                          SUPERSEDED SURVEY CONTROL
 TF0321
 TF0321  NGVD 29 (11/04/04)  444.09   (m)         1457.0    (f) RESET       3  
 TF0321
 TF0321.Superseded values are not recommended for survey control.
 TF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0321.See file dsdata.txt to determine how the superseded data were derived.
 TF0321
 TF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU811730(NAD 83)
 TF0321_MARKER: DB = BENCH MARK DISK
 TF0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0321_STAMPING: H 348 RESET 1956
 TF0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0321+STABILITY: SURFACE MOTION
 TF0321
 TF0321  HISTORY     - Date     Condition        Report By
 TF0321  HISTORY     - 1956     MONUMENTED       CGS
 TF0321
 TF0321                          STATION DESCRIPTION
 TF0321
 TF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TF0321'IN BANTRY.
 TF0321'AT BANTRY, MCHENRY COUNTY, ON STATE HIGHWAY 14 NEAR THE ATLANTIC
 TF0321'ELEVATOR, 4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE OFFICE JUST
 TF0321'EAST OF THE ELEVATOR.  A STANDARD DISK, STAMPED H 348 RESET 1956 AND
 TF0321'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0366 ***********************************************************************
 TF0366  DESIGNATION -  H 349
 TF0366  PID         -  TF0366
 TF0366  STATE/COUNTY-  ND/MCHENRY
 TF0366  USGS QUAD   -  NEWBURG SW (1948)
 TF0366
 TF0366                         *CURRENT SURVEY CONTROL
 TF0366  ___________________________________________________________________
 TF0366* NAD 83(1986)-  48 30 07.     (N)    100 55 47.     (W)     SCALED    
 TF0366* NAVD 88     -       450.746  (meters)    1478.82   (feet)  ADJUSTED  
 TF0366  ___________________________________________________________________
 TF0366  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0366  DYNAMIC HT  -         450.836 (meters)    1479.12  (feet)  COMP
 TF0366  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TF0366
 TF0366  VERT ORDER  -  SECOND    CLASS 0
 TF0366
 TF0366.The horizontal coordinates were scaled from a topographic map and have
 TF0366.an estimated accuracy of +/- 6 seconds.
 TF0366
 TF0366.The orthometric height was determined by differential leveling
 TF0366.and adjusted by the National Geodetic Survey in June 1991..
 TF0366
 TF0366.The geoid height was determined by GEOID03.
 TF0366
 TF0366.The dynamic height is computed by dividing the NAVD 88
 TF0366.geopotential number by the normal gravity value computed on the
 TF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0366.degrees latitude (g = 980.6199 gals.).
 TF0366
 TF0366.The modeled gravity was interpolated from observed gravity values.
 TF0366
 TF0366;                    North         East    Units  Estimated Accuracy
 TF0366;SPC ND N     -   167,080.      568,250.      MT  (+/- 180 meters Scaled)
 TF0366
 TF0366                          SUPERSEDED SURVEY CONTROL
 TF0366
 TF0366  NGVD 29 (??/??/92)  450.375  (m)         1477.61   (f) ADJ UNCH    2 0
 TF0366
 TF0366.Superseded values are not recommended for survey control.
 TF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0366.See file dsdata.txt to determine how the superseded data were derived.
 TF0366
 TF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU574738(NAD 83)
 TF0366_MARKER: DB = BENCH MARK DISK
 TF0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0366_STAMPING: H-349 1935
 TF0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0366+STABILITY: SURFACE MOTION
 TF0366
 TF0366  HISTORY     - Date     Condition        Report By
 TF0366  HISTORY     - 1935     MONUMENTED       CGS
 TF0366  HISTORY     - 1966     MARK NOT FOUND   LOCSUR
 TF0366
 TF0366                          STATION DESCRIPTION
 TF0366
 TF0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0366'12.9 MI E FROM GLENBURN.
 TF0366'12.9 MILES EAST OF INTERSECTION OF HWY 17 AND GN RWY AT. ALONG STATE
 TF0366'HIWAY NO. 17, AT NORTHEAST CORNER OF SECTION 24, TOWNSHIP 158, RANGE
 TF0366'80.  AT NORTH-SOUTH ROAD CROSSING.  SET 30 FT WEST OF CENTERLINE OF
 TF0366'CROSSING, THENCE 51 FT SOUTH OF CENTERLINE OF HIWAY IN LINE OF
 TF0366'TELEPHONE POLES.  AT ROAD LEVEL.
 TF0366
 TF0366                          STATION RECOVERY (1966)
 TF0366
 TF0366'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 TF0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0367 ***********************************************************************
 TF0367  DESIGNATION -  H 349 RESET
 TF0367  PID         -  TF0367
 TF0367  STATE/COUNTY-  ND/MCHENRY
 TF0367  USGS QUAD   -  NEWBURG SW (1948)
 TF0367
 TF0367                         *CURRENT SURVEY CONTROL
 TF0367  ___________________________________________________________________
 TF0367* NAD 83(1986)-  48 30 06.     (N)    100 55 46.     (W)     SCALED    
 TF0367* NAVD 88     -       450.88   (+/-2cm)    1479.3    (feet)  VERTCON   
 TF0367  ___________________________________________________________________
 TF0367  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0367
 TF0367  VERT ORDER  -  THIRD (See Below)
 TF0367
 TF0367.The horizontal coordinates were scaled from a topographic map and have
 TF0367.an estimated accuracy of +/- 6 seconds.
 TF0367
 TF0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0367.The vertical order pertains to the NGVD 29 superseded value.
 TF0367
 TF0367.The geoid height was determined by GEOID03.
 TF0367
 TF0367;                    North         East    Units  Estimated Accuracy
 TF0367;SPC ND N     -   167,050.      568,270.      MT  (+/- 180 meters Scaled)
 TF0367
 TF0367                          SUPERSEDED SURVEY CONTROL
 TF0367
 TF0367  NGVD 29 (11/04/04)  450.52   (m)         1478.1    (f) RESET       3  
 TF0367
 TF0367.Superseded values are not recommended for survey control.
 TF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0367.See file dsdata.txt to determine how the superseded data were derived.
 TF0367
 TF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU574738(NAD 83)
 TF0367_MARKER: DB = BENCH MARK DISK
 TF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0367_STAMPING: H 349 RESET 1957
 TF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0367+STABILITY: SURFACE MOTION
 TF0367
 TF0367  HISTORY     - Date     Condition        Report By
 TF0367  HISTORY     - 1957     MONUMENTED       CGS
 TF0367
 TF0367                          STATION DESCRIPTION
 TF0367
 TF0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TF0367'13.65 MI E FROM GLENBURN.
 TF0367'IN MCHENRY COUNTY, 12.9 MILES EAST ALONG THE BANTRY ROAD FROM THE
 TF0367'CROSSING OF THE GREAT NORTHERN RAILWAY ABOUT 3/4 MILE SOUTHEAST OF
 TF0367'GLENBURN, RENVILLE COUNTY, IN THE SOUTHWEST ANGLE OF CROSSROADS, 80
 TF0367'FEET SOUTH OF THE CENTERLINE OF THE BANTRY ROAD, 36 FEET WEST OF THE
 TF0367'CENTERLINE OF A TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0367'PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0179 ***********************************************************************
 RQ0179  DESIGNATION -  H 35
 RQ0179  PID         -  RQ0179
 RQ0179  STATE/COUNTY-  ND/DICKEY
 RQ0179  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0179
 RQ0179                         *CURRENT SURVEY CONTROL
 RQ0179  ___________________________________________________________________
 RQ0179* NAD 83(1986)-  46 00 07.     (N)    098 31 50.     (W)     SCALED    
 RQ0179* NAVD 88     -       443.870  (meters)    1456.26   (feet)  ADJUSTED  
 RQ0179  ___________________________________________________________________
 RQ0179  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RQ0179  DYNAMIC HT  -         443.857 (meters)    1456.22  (feet)  COMP
 RQ0179  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 RQ0179
 RQ0179  VERT ORDER  -  FIRST     CLASS II
 RQ0179
 RQ0179.The horizontal coordinates were scaled from a topographic map and have
 RQ0179.an estimated accuracy of +/- 6 seconds.
 RQ0179
 RQ0179.The orthometric height was determined by differential leveling
 RQ0179.and adjusted by the National Geodetic Survey in June 1991..
 RQ0179
 RQ0179.The geoid height was determined by GEOID03.
 RQ0179
 RQ0179.The dynamic height is computed by dividing the NAVD 88
 RQ0179.geopotential number by the normal gravity value computed on the
 RQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0179.degrees latitude (g = 980.6199 gals.).
 RQ0179
 RQ0179.The modeled gravity was interpolated from observed gravity values.
 RQ0179
 RQ0179;                    North         East    Units  Estimated Accuracy
 RQ0179;SPC ND S     -    39,180.      752,550.      MT  (+/- 180 meters Scaled)
 RQ0179
 RQ0179                          SUPERSEDED SURVEY CONTROL
 RQ0179
 RQ0179  NGVD 29 (??/??/92)  443.512  (m)         1455.09   (f) ADJ UNCH    1 2
 RQ0179
 RQ0179.Superseded values are not recommended for survey control.
 RQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0179.See file dsdata.txt to determine how the superseded data were derived.
 RQ0179
 RQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR363943(NAD 83)
 RQ0179_MARKER: DB = BENCH MARK DISK
 RQ0179_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RQ0179_SP_SET: BUILDING
 RQ0179_STAMPING: H 35 1934
 RQ0179_MARK LOGO: CGS   
 RQ0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0179+STABILITY: SURFACE MOTION
 RQ0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0179+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1997
 RQ0179
 RQ0179  HISTORY     - Date     Condition        Report By
 RQ0179  HISTORY     - 1934     MONUMENTED       CGS
 RQ0179  HISTORY     - 19970721 GOOD             NGS
 RQ0179
 RQ0179                          STATION DESCRIPTION
 RQ0179
 RQ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0179'IN ELLENDALE.
 RQ0179'AT ELLENDALE, DICKEY COUNTY, ON THE GREAT NORTHERN RAILWAY, IN THE
 RQ0179'WEST BRICK FACE OF THE STATION, 8 INCHES SOUTH OF THE NORTHWEST CORNER
 RQ0179'OF THE BUILDING, 29 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 5
 RQ0179'FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED H 35 1934
 RQ0179'AND SET VERTICALLY.
 RQ0179
 RQ0179                          STATION RECOVERY (1997)
 RQ0179
 RQ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 RQ0179'0.4 KM (0.25 MI) WESTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RQ0179'U.S. HIGHWAY 12 IN ELLENDALE, SET VERTICALLY IN THE WEST FACE OF THE
 RQ0179'MOST WESTERLY OF 2 ABANDONED RAILROAD STATIONS, 35.0 M (114.8 FT)
 RQ0179'SOUTH OF THE HIGHWAY CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 RQ0179'STREET, AND 0.3 M (1.0 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 RQ0179'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0795 ***********************************************************************
 TF0795  DESIGNATION -  H 350
 TF0795  PID         -  TF0795
 TF0795  STATE/COUNTY-  ND/MCHENRY
 TF0795  USGS QUAD   -  ECKMAN SE (1977)
 TF0795
 TF0795                         *CURRENT SURVEY CONTROL
 TF0795  ___________________________________________________________________
 TF0795* NAD 83(1986)-  48 30 06.     (N)    101 02 18.     (W)     SCALED    
 TF0795* NAVD 88     -       458.886  (meters)    1505.53   (feet)  ADJUSTED  
 TF0795  ___________________________________________________________________
 TF0795  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 TF0795  DYNAMIC HT  -         458.976 (meters)    1505.82  (feet)  COMP
 TF0795  MODELED GRAV-     980,794.3   (mgal)                       NAVD 88
 TF0795
 TF0795  VERT ORDER  -  SECOND    CLASS 0
 TF0795
 TF0795.The horizontal coordinates were scaled from a topographic map and have
 TF0795.an estimated accuracy of +/- 6 seconds.
 TF0795
 TF0795.The orthometric height was determined by differential leveling
 TF0795.and adjusted by the National Geodetic Survey in June 1991..
 TF0795
 TF0795.The geoid height was determined by GEOID03.
 TF0795
 TF0795.The dynamic height is computed by dividing the NAVD 88
 TF0795.geopotential number by the normal gravity value computed on the
 TF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0795.degrees latitude (g = 980.6199 gals.).
 TF0795
 TF0795.The modeled gravity was interpolated from observed gravity values.
 TF0795
 TF0795;                    North         East    Units  Estimated Accuracy
 TF0795;SPC ND N     -   167,100.      560,220.      MT  (+/- 180 meters Scaled)
 TF0795
 TF0795                          SUPERSEDED SURVEY CONTROL
 TF0795
 TF0795  NGVD 29 (??/??/92)  458.515  (m)         1504.31   (f) ADJ UNCH    2 0
 TF0795
 TF0795.Superseded values are not recommended for survey control.
 TF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0795.See file dsdata.txt to determine how the superseded data were derived.
 TF0795
 TF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU494740(NAD 83)
 TF0795_MARKER: DB = BENCH MARK DISK
 TF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0795_STAMPING: H 350 1935
 TF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0795+STABILITY: SURFACE MOTION
 TF0795
 TF0795  HISTORY     - Date     Condition        Report By
 TF0795  HISTORY     - 1935     MONUMENTED       CGS
 TF0795
 TF0795                          STATION DESCRIPTION
 TF0795
 TF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0795'7.7 MI N FROM DEERING.
 TF0795'7.7 MILES NORTH ALONG THE ECKMAN ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0795'STATION AT DEERING, MCHENRY COUNTY, AT THE NORTHWEST CORNER OF SECTION
 TF0795'20, T 158 N, R 80 W, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD, 33
 TF0795'FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD, 33 FEET EAST OF THE
 TF0795'CENTERLINE OF THE ECKMAN ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD. A
 TF0795'STANDARD DISK, STAMPED H 350 1935 AND SET IN THE TOP OF A CONCRETE
 TF0795'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0507 ***********************************************************************
 TF0507  DESIGNATION -  H 351
 TF0507  PID         -  TF0507
 TF0507  STATE/COUNTY-  ND/MCHENRY
 TF0507  USGS QUAD   -  UPHAM SE (1950)
 TF0507
 TF0507                         *CURRENT SURVEY CONTROL
 TF0507  ___________________________________________________________________
 TF0507* NAD 83(1986)-  48 36 12.     (N)    100 32 16.     (W)     SCALED    
 TF0507* NAVD 88     -       446.444  (meters)    1464.71   (feet)  ADJUSTED  
 TF0507  ___________________________________________________________________
 TF0507  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0507  DYNAMIC HT  -         446.544 (meters)    1465.04  (feet)  COMP
 TF0507  MODELED GRAV-     980,821.4   (mgal)                       NAVD 88
 TF0507
 TF0507  VERT ORDER  -  SECOND    CLASS 0
 TF0507
 TF0507.The horizontal coordinates were scaled from a topographic map and have
 TF0507.an estimated accuracy of +/- 6 seconds.
 TF0507
 TF0507.The orthometric height was determined by differential leveling
 TF0507.and adjusted by the National Geodetic Survey in June 1991..
 TF0507
 TF0507.The geoid height was determined by GEOID03.
 TF0507
 TF0507.The dynamic height is computed by dividing the NAVD 88
 TF0507.geopotential number by the normal gravity value computed on the
 TF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0507.degrees latitude (g = 980.6199 gals.).
 TF0507
 TF0507.The modeled gravity was interpolated from observed gravity values.
 TF0507
 TF0507;                    North         East    Units  Estimated Accuracy
 TF0507;SPC ND N     -   178,270.      597,210.      MT  (+/- 180 meters Scaled)
 TF0507
 TF0507                          SUPERSEDED SURVEY CONTROL
 TF0507
 TF0507  NGVD 29 (??/??/92)  446.08   (m)         1463.5    (f) COMPUTED    2 0
 TF0507
 TF0507.Superseded values are not recommended for survey control.
 TF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0507.See file dsdata.txt to determine how the superseded data were derived.
 TF0507
 TF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU866845(NAD 83)
 TF0507_MARKER: DB = BENCH MARK DISK
 TF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0507_STAMPING: H 351 1935
 TF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0507+STABILITY: SURFACE MOTION
 TF0507
 TF0507  HISTORY     - Date     Condition        Report By
 TF0507  HISTORY     - 1935     MONUMENTED       CGS
 TF0507  HISTORY     - 1940     GOOD             NGS
 TF0507
 TF0507                          STATION DESCRIPTION
 TF0507
 TF0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0507'8.8 MI E FROM UPHAM.
 TF0507'8.8 MILES EAST ALONG THE GARDENA ROAD FROM UPHAM, MCHENRY COUNTY, AT
 TF0507'THE SOUTHEAST CORNER OF SECTION 12, T 159 N, R 76 W, AT A ROAD
 TF0507'INTERSECTION, 36 FEET NORTH OF THE CENTERLINE OF THE GARDENA ROAD, 30
 TF0507'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 3 FEET
 TF0507'NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER, 1 FOOT EAST OF A WHITE
 TF0507'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TF0507'STAMPED H 351 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1370 ***********************************************************************
 TG1370  DESIGNATION -  H 354
 TG1370  PID         -  TG1370
 TG1370  STATE/COUNTY-  ND/WILLIAMS
 TG1370  USGS QUAD   -  WILLISTON EAST (1976)
 TG1370
 TG1370                         *CURRENT SURVEY CONTROL
 TG1370  ___________________________________________________________________
 TG1370* NAD 83(1986)-  48 11 55.     (N)    103 37 30.     (W)     SCALED    
 TG1370* NAVD 88     -       584.235  (meters)    1916.78   (feet)  ADJUSTED  
 TG1370  ___________________________________________________________________
 TG1370  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG1370  DYNAMIC HT  -         584.318 (meters)    1917.05  (feet)  COMP
 TG1370  MODELED GRAV-     980,733.9   (mgal)                       NAVD 88
 TG1370
 TG1370  VERT ORDER  -  FIRST     CLASS II
 TG1370
 TG1370.The horizontal coordinates were scaled from a topographic map and have
 TG1370.an estimated accuracy of +/- 6 seconds.
 TG1370
 TG1370.The orthometric height was determined by differential leveling
 TG1370.and adjusted by the National Geodetic Survey in June 1991..
 TG1370
 TG1370.The geoid height was determined by GEOID03.
 TG1370
 TG1370.The dynamic height is computed by dividing the NAVD 88
 TG1370.geopotential number by the normal gravity value computed on the
 TG1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1370.degrees latitude (g = 980.6199 gals.).
 TG1370
 TG1370.The modeled gravity was interpolated from observed gravity values.
 TG1370
 TG1370;                    North         East    Units  Estimated Accuracy
 TG1370;SPC ND N     -   137,980.      367,770.      MT  (+/- 180 meters Scaled)
 TG1370
 TG1370                          SUPERSEDED SURVEY CONTROL
 TG1370
 TG1370  NGVD 29 (??/??/92)  583.752  (m)         1915.19   (f) ADJ UNCH    1 2
 TG1370
 TG1370.Superseded values are not recommended for survey control.
 TG1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1370.See file dsdata.txt to determine how the superseded data were derived.
 TG1370
 TG1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP021392(NAD 83)
 TG1370_MARKER: DB = BENCH MARK DISK
 TG1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1370_SP_SET: CULVERT
 TG1370_STAMPING: H 354 1935
 TG1370_MARK LOGO: CGS   
 TG1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1370
 TG1370  HISTORY     - Date     Condition        Report By
 TG1370  HISTORY     - 1935     MONUMENTED       CGS
 TG1370  HISTORY     - 1955     GOOD             NGS
 TG1370  HISTORY     - 1976     GOOD             NDHD
 TG1370  HISTORY     - 1981     GOOD             NGS
 TG1370
 TG1370                          STATION DESCRIPTION
 TG1370
 TG1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 TG1370'3.8 MI N FROM WILLISTON.
 TG1370'3.8 MILES NORTH ALONG U. S. HIGHWAY 85 FROM THE FIRST NATION BANK
 TG1370'BUILDING AT WILLISTON, WILLIAMS COUNTY, AT A 25-FOOT CONCRETE DECK
 TG1370'BRIDGE OVER A SMALL CREEK, IN THE CENTER OF THE TOP OF THE SOUTHWEST
 TG1370'WINGWALL, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 TG1370'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 354 1935.  NOTE-- U.S.
 TG1370'HIGHWAY 2 AND 85 IS BEING REBUILT AND THE NEW HIGHWAY WILL BE ROUTED
 TG1370'TO THE WEST OF THE OLD HIGHWAY ALONG THIS SECTION.  THE OLD HIGHWAY
 TG1370'AND BRIDGE WILL REMAIN AS IT LEADS TO A PARK ABOUT 1/4 MILE NORTHEAST.
 TG1370
 TG1370                          STATION RECOVERY (1976)
 TG1370
 TG1370'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1976
 TG1370'RECOVERED IN GOOD CONDITION.
 TG1370
 TG1370                          STATION RECOVERY (1981)
 TG1370
 TG1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1370'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 TG1370'EXCEPTION THAT OLD HIGHWAY IS NOW A FRONTAGE ROAD FOR US HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1522 ***********************************************************************
 TG1522  DESIGNATION -  H 355
 TG1522  PID         -  TG1522
 TG1522  STATE/COUNTY-  ND/WILLIAMS
 TG1522  USGS QUAD   -  GRENORA (1948)
 TG1522
 TG1522                         *CURRENT SURVEY CONTROL
 TG1522  ___________________________________________________________________
 TG1522* NAD 83(1986)-  48 30 12.     (N)    103 55 41.     (W)     SCALED    
 TG1522* NAVD 88     -       712.233  (meters)    2336.72   (feet)  ADJUSTED  
 TG1522  ___________________________________________________________________
 TG1522  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 TG1522  DYNAMIC HT  -         712.332 (meters)    2337.04  (feet)  COMP
 TG1522  MODELED GRAV-     980,725.6   (mgal)                       NAVD 88
 TG1522
 TG1522  VERT ORDER  -  SECOND    CLASS 0
 TG1522
 TG1522.The horizontal coordinates were scaled from a topographic map and have
 TG1522.an estimated accuracy of +/- 6 seconds.
 TG1522
 TG1522.The orthometric height was determined by differential leveling
 TG1522.and adjusted by the National Geodetic Survey in June 1991..
 TG1522
 TG1522.The geoid height was determined by GEOID03.
 TG1522
 TG1522.The dynamic height is computed by dividing the NAVD 88
 TG1522.geopotential number by the normal gravity value computed on the
 TG1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1522.degrees latitude (g = 980.6199 gals.).
 TG1522
 TG1522.The modeled gravity was interpolated from observed gravity values.
 TG1522
 TG1522;                    North         East    Units  Estimated Accuracy
 TG1522;SPC ND N     -   172,780.      346,770.      MT  (+/- 180 meters Scaled)
 TG1522
 TG1522                          SUPERSEDED SURVEY CONTROL
 TG1522
 TG1522  NGVD 29 (??/??/92)  711.719  (m)         2335.03   (f) ADJ UNCH    2 0
 TG1522
 TG1522.Superseded values are not recommended for survey control.
 TG1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1522.See file dsdata.txt to determine how the superseded data were derived.
 TG1522
 TG1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP791728(NAD 83)
 TG1522_MARKER: DB = BENCH MARK DISK
 TG1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1522_STAMPING: H-355 1935
 TG1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1522+STABILITY: SURFACE MOTION
 TG1522
 TG1522  HISTORY     - Date     Condition        Report By
 TG1522  HISTORY     - 1935     MONUMENTED       CGS
 TG1522
 TG1522                          STATION DESCRIPTION
 TG1522
 TG1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1522'8.5 MI S FROM GRENORA.
 TG1522'8.5 MILES SOUTH OF DEPOT AT ALONG THE TRENTON-GRENORA ROAD AT THE
 TG1522'SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 158, RANGE 102, AT EAST-WEST
 TG1522'ROAD CROSSING.  SET 15 FT NORTH, THENCE 39 FT EAST OF CENTERLINE OF
 TG1522'CROSSING.  8 FT EAST, THENCE 3 FT SOUTH OF RIGHT OF WAY FENCE, AT ROAD
 TG1522'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2083 ***********************************************************************
 TG2083  DESIGNATION -  H 355 RESET
 TG2083  PID         -  TG2083
 TG2083  STATE/COUNTY-  ND/WILLIAMS
 TG2083  USGS QUAD   -  GRENORA (1948)
 TG2083
 TG2083                         *CURRENT SURVEY CONTROL
 TG2083  ___________________________________________________________________
 TG2083* NAD 83(1986)-  48 30 12.     (N)    103 55 41.     (W)     SCALED    
 TG2083* NAVD 88     -       711.68   (meters)    2334.9    (feet)  RESET     
 TG2083  ___________________________________________________________________
 TG2083  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 TG2083
 TG2083  VERT ORDER  -  THIRD
 TG2083
 TG2083.The horizontal coordinates were scaled from a topographic map and have
 TG2083.an estimated accuracy of +/- 6 seconds.
 TG2083
 TG2083.The orthometric height was computed from unverified reset data.
 TG2083.No vertical observational check was made to the station.
 TG2083
 TG2083.The geoid height was determined by GEOID03.
 TG2083
 TG2083;                    North         East    Units  Estimated Accuracy
 TG2083;SPC ND N     -   172,780.      346,770.      MT  (+/- 180 meters Scaled)
 TG2083
 TG2083                          SUPERSEDED SURVEY CONTROL
 TG2083
 TG2083  NGVD 29 (11/04/04)  711.17   (m)         2333.2    (f) RESET       3  
 TG2083
 TG2083.Superseded values are not recommended for survey control.
 TG2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2083.See file dsdata.txt to determine how the superseded data were derived.
 TG2083
 TG2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP791728(NAD 83)
 TG2083_MARKER: DV = VERTICAL CONTROL DISK
 TG2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2083_SP_SET: CONCRETE POST
 TG2083_STAMPING: H 355 RESET 1984
 TG2083_MARK LOGO: NGS   
 TG2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2083+STABILITY: SURFACE MOTION
 TG2083
 TG2083  HISTORY     - Date     Condition        Report By
 TG2083  HISTORY     - 1984     MONUMENTED       NGS
 TG2083
 TG2083                          STATION DESCRIPTION
 TG2083
 TG2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TG2083'1.1 KM (0.70 MI) SOUTH ALONG TRENTON ROAD FROM THE JUNCTION OF HIGHWAY
 TG2083'50 AND TRENTON ROAD, THENCE 0.8 KM (0.50 MI) WEST, THENCE 11.3 KM
 TG2083'(7.00 MI) SOUTH, THENCE 1.6 KM (1.00 MI) EAST ALONG GRAVELED ROAD,
 TG2083'22.0 M (72.2 FT) WEST FROM THE CENTER OF A ROAD, 17.5 M (57.4 FT)
 TG2083'NORTH OF THE CENTER OF A ROAD, 2 M (6.6 FT) NORTH OF A POWER POLE
 TG2083'ANCHOR AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1498 ***********************************************************************
 TG1498  DESIGNATION -  H 356
 TG1498  PID         -  TG1498
 TG1498  STATE/COUNTY-  ND/WILLIAMS
 TG1498  USGS QUAD   -  APPAM (1977)
 TG1498
 TG1498                         *CURRENT SURVEY CONTROL
 TG1498  ___________________________________________________________________
 TG1498* NAD 83(1986)-  48 34 27.     (N)    103 30 57.     (W)     SCALED    
 TG1498* NAVD 88     -       634.285  (meters)    2080.98   (feet)  ADJUSTED  
 TG1498  ___________________________________________________________________
 TG1498  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TG1498  DYNAMIC HT  -         634.394 (meters)    2081.34  (feet)  COMP
 TG1498  MODELED GRAV-     980,761.2   (mgal)                       NAVD 88
 TG1498
 TG1498  VERT ORDER  -  SECOND    CLASS 0
 TG1498
 TG1498.The horizontal coordinates were scaled from a topographic map and have
 TG1498.an estimated accuracy of +/- 6 seconds.
 TG1498
 TG1498.The orthometric height was determined by differential leveling
 TG1498.and adjusted by the National Geodetic Survey in June 1991..
 TG1498
 TG1498.The geoid height was determined by GEOID03.
 TG1498
 TG1498.The dynamic height is computed by dividing the NAVD 88
 TG1498.geopotential number by the normal gravity value computed on the
 TG1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1498.degrees latitude (g = 980.6199 gals.).
 TG1498
 TG1498.The modeled gravity was interpolated from observed gravity values.
 TG1498
 TG1498;                    North         East    Units  Estimated Accuracy
 TG1498;SPC ND N     -   179,380.      377,510.      MT  (+/- 180 meters Scaled)
 TG1498
 TG1498                          SUPERSEDED SURVEY CONTROL
 TG1498
 TG1498  NGVD 29 (??/??/92)  633.822  (m)         2079.46   (f) ADJ UNCH    2 0
 TG1498
 TG1498.Superseded values are not recommended for survey control.
 TG1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1498.See file dsdata.txt to determine how the superseded data were derived.
 TG1498
 TG1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP094811(NAD 83)
 TG1498_MARKER: DB = BENCH MARK DISK
 TG1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1498_STAMPING: H 356 1935
 TG1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1498+STABILITY: SURFACE MOTION
 TG1498
 TG1498  HISTORY     - Date     Condition        Report By
 TG1498  HISTORY     - 1935     MONUMENTED       CGS
 TG1498  HISTORY     - 20040914 POOR             NDWC
 TG1498
 TG1498                          STATION DESCRIPTION
 TG1498
 TG1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1498'2.1 MI W FROM ALAMO.
 TG1498'2.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG1498'ALAMO, WILLIAMS COUNTY, 13-1/3 POLES WEST OF MILEPOST 66, AT A
 TG1498'DIM-ROAD CROSSING, 51 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 38
 TG1498'FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE
 TG1498'CENTERLINE OF STATE HIGHWAY 50, 3 FEET NORTH OF A POLE, 3-1/2 FEET
 TG1498'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
 TG1498
 TG1498                          STATION RECOVERY (2004)
 TG1498
 TG1498'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1498'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1418 ***********************************************************************
 TG1418  DESIGNATION -  H 357
 TG1418  PID         -  TG1418
 TG1418  STATE/COUNTY-  ND/WILLIAMS
 TG1418  USGS QUAD   -  BONETRAILL (1974)
 TG1418
 TG1418                         *CURRENT SURVEY CONTROL
 TG1418  ___________________________________________________________________
 TG1418* NAD 83(1986)-  48 24 59.     (N)    103 47 53.     (W)     SCALED    
 TG1418* NAVD 88     -       707.446  (meters)    2321.01   (feet)  ADJUSTED  
 TG1418  ___________________________________________________________________
 TG1418  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG1418  DYNAMIC HT  -         707.540 (meters)    2321.32  (feet)  COMP
 TG1418  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 TG1418
 TG1418  VERT ORDER  -  SECOND    CLASS 0
 TG1418
 TG1418.The horizontal coordinates were scaled from a topographic map and have
 TG1418.an estimated accuracy of +/- 6 seconds.
 TG1418
 TG1418.The orthometric height was determined by differential leveling
 TG1418.and adjusted by the National Geodetic Survey in June 1991..
 TG1418
 TG1418.The geoid height was determined by GEOID03.
 TG1418
 TG1418.The dynamic height is computed by dividing the NAVD 88
 TG1418.geopotential number by the normal gravity value computed on the
 TG1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1418.degrees latitude (g = 980.6199 gals.).
 TG1418
 TG1418.The modeled gravity was interpolated from observed gravity values.
 TG1418
 TG1418;                    North         East    Units  Estimated Accuracy
 TG1418;SPC ND N     -   162,710.      355,960.      MT  (+/- 180 meters Scaled)
 TG1418
 TG1418                          SUPERSEDED SURVEY CONTROL
 TG1418
 TG1418  NGVD 29 (??/??/92)  706.942  (m)         2319.36   (f) ADJ UNCH    2 0
 TG1418
 TG1418.Superseded values are not recommended for survey control.
 TG1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1418.See file dsdata.txt to determine how the superseded data were derived.
 TG1418
 TG1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP889632(NAD 83)
 TG1418_MARKER: DB = BENCH MARK DISK
 TG1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1418_STAMPING: H-357 1935
 TG1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1418+STABILITY: SURFACE MOTION
 TG1418
 TG1418  HISTORY     - Date     Condition        Report By
 TG1418  HISTORY     - 1935     MONUMENTED       CGS
 TG1418  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1418
 TG1418                          STATION DESCRIPTION
 TG1418
 TG1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1418'13.3 MI SE FROM HANKS.
 TG1418'0.3 MILES EAST OF THE DEPOT AT HANKS, THENCE ALONG ROAD SOUTH 13.0
 TG1418'MILES TO A CROSS ROAD.  SET IN POST IN THE NORTHWEST QUARTER OF THE
 TG1418'INTERSECTION, 72 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 TG1418'33 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, AT ROAD LEVEL.
 TG1418
 TG1418                          STATION RECOVERY (1974)
 TG1418
 TG1418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1191 ***********************************************************************
 TG1191  DESIGNATION -  H 358
 TG1191  PID         -  TG1191
 TG1191  STATE/COUNTY-  ND/WILLIAMS
 TG1191  USGS QUAD   -  SPRING BROOK (1978)
 TG1191
 TG1191                         *CURRENT SURVEY CONTROL
 TG1191  ___________________________________________________________________
 TG1191* NAD 83(1986)-  48 16 11.     (N)    103 28 28.     (W)     SCALED    
 TG1191* NAVD 88     -       675.569  (meters)    2216.43   (feet)  ADJUSTED  
 TG1191  ___________________________________________________________________
 TG1191  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1191  DYNAMIC HT  -         675.663 (meters)    2216.74  (feet)  COMP
 TG1191  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 TG1191
 TG1191  VERT ORDER  -  FIRST     CLASS II
 TG1191
 TG1191.The horizontal coordinates were scaled from a topographic map and have
 TG1191.an estimated accuracy of +/- 6 seconds.
 TG1191
 TG1191.The orthometric height was determined by differential leveling
 TG1191.and adjusted by the National Geodetic Survey in June 1991..
 TG1191
 TG1191.The geoid height was determined by GEOID03.
 TG1191
 TG1191.The dynamic height is computed by dividing the NAVD 88
 TG1191.geopotential number by the normal gravity value computed on the
 TG1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1191.degrees latitude (g = 980.6199 gals.).
 TG1191
 TG1191.The modeled gravity was interpolated from observed gravity values.
 TG1191
 TG1191;                    North         East    Units  Estimated Accuracy
 TG1191;SPC ND N     -   145,430.      379,260.      MT  (+/- 180 meters Scaled)
 TG1191
 TG1191                          SUPERSEDED SURVEY CONTROL
 TG1191
 TG1191  NGVD 29 (??/??/92)  675.068  (m)         2214.79   (f) ADJ UNCH    1 2
 TG1191
 TG1191.Superseded values are not recommended for survey control.
 TG1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1191.See file dsdata.txt to determine how the superseded data were derived.
 TG1191
 TG1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP132474(NAD 83)
 TG1191_MARKER: DB = BENCH MARK DISK
 TG1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1191_STAMPING: H 358 1935
 TG1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1191+STABILITY: SURFACE MOTION
 TG1191
 TG1191  HISTORY     - Date     Condition        Report By
 TG1191  HISTORY     - 1935     MONUMENTED       CGS
 TG1191  HISTORY     - 1946     GOOD             NGS
 TG1191  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1191
 TG1191                          STATION DESCRIPTION
 TG1191
 TG1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1191'0.6 MI W FROM SPRING BROOK.
 TG1191'0.6 MILE WEST ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TG1191'SPRING BROOK, WILLIAMS COUNTY, 1.0 MILE NORTH ALONG THE ALAMO ROAD. AT
 TG1191'THE NORTHWEST CORNER OF SECTION 7, T 155 N, R 99 W, AT A DIM-ROAD
 TG1191'INTERSECTION, 33 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TG1191'ROAD, 33 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND
 TG1191'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG1191'POST.
 TG1191
 TG1191                          STATION RECOVERY (1975)
 TG1191
 TG1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TH0073 ***********************************************************************
 TH0073  DESIGNATION -  H 359
 TH0073  PID         -  TH0073
 TH0073  STATE/COUNTY-  ND/WILLIAMS
 TH0073  USGS QUAD   -  BRUSH MOUNTAIN (1988)
 TH0073
 TH0073                         *CURRENT SURVEY CONTROL
 TH0073  ___________________________________________________________________
 TH0073* NAD 83(1986)-  48 29 20.     (N)    104 02 12.     (W)     SCALED    
 TH0073* NAVD 88     -       670.244  (meters)    2198.96   (feet)  ADJUSTED  
 TH0073  ___________________________________________________________________
 TH0073  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 TH0073  DYNAMIC HT  -         670.337 (meters)    2199.26  (feet)  COMP
 TH0073  MODELED GRAV-     980,728.4   (mgal)                       NAVD 88
 TH0073
 TH0073  VERT ORDER  -  SECOND    CLASS 0
 TH0073
 TH0073.The horizontal coordinates were scaled from a topographic map and have
 TH0073.an estimated accuracy of +/- 6 seconds.
 TH0073
 TH0073.The orthometric height was determined by differential leveling
 TH0073.and adjusted by the National Geodetic Survey in June 1991..
 TH0073
 TH0073.The geoid height was determined by GEOID03.
 TH0073
 TH0073.The dynamic height is computed by dividing the NAVD 88
 TH0073.geopotential number by the normal gravity value computed on the
 TH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TH0073.degrees latitude (g = 980.6199 gals.).
 TH0073
 TH0073.The modeled gravity was interpolated from observed gravity values.
 TH0073
 TH0073;                    North         East    Units  Estimated Accuracy
 TH0073;SPC ND N     -   171,540.      338,680.      MT  (+/- 180 meters Scaled)
 TH0073
 TH0073                          SUPERSEDED SURVEY CONTROL
 TH0073
 TH0073  NGVD 29 (??/??/92)  669.737  (m)         2197.30   (f) ADJ UNCH    2 0
 TH0073
 TH0073.Superseded values are not recommended for survey control.
 TH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TH0073.See file dsdata.txt to determine how the superseded data were derived.
 TH0073
 TH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP711710(NAD 83)
 TH0073_MARKER: DB = BENCH MARK DISK
 TH0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TH0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TH0073_STAMPING: H-359 1935
 TH0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TH0073+STABILITY: SURFACE MOTION
 TH0073
 TH0073  HISTORY     - Date     Condition        Report By
 TH0073  HISTORY     - 1935     MONUMENTED       CGS
 TH0073  HISTORY     - 1974     MARK NOT FOUND   USGS
 TH0073
 TH0073                          STATION DESCRIPTION
 TH0073
 TH0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TH0073'14.7 MI SW FROM GRENORA.
 TH0073'14.6 MILES SOUTHWEST OF GRENORA, WILLIAMS COUNTY.  THIS BENCH MARK MAY
 TH0073'BE REACHED FROM THE GREAT NORTHERN RAILWAY STATION BY GOING 0.8 MILE
 TH0073'SOUTH ALONG THE TRENTON ROAD, THENCE 0.5 MILE EAST, 7.3 MILES SOUTH,
 TH0073'5.1 MILES WEST, AND 1.0 MILE SOUTH ALONG ROADS.  IT IS 0.5 MILE EAST
 TH0073'OF THE NORTH DAKOTA-MONTANA STATE LINE, AT THE SOUTHWEST CORNER OF
 TH0073'SECTION 20, T 158 N, R 103 W, AT A ROAD INTERSECTION, 33 FEET EAST OF
 TH0073'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 12 FEET NORTH OF THE
 TH0073'CENTER LINE OF THE EAST-AND-WEST ROAD, 10 FEET EAST AND 2 FEET SOUTH
 TH0073'OF THE RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE ROAD. A STANDARD
 TH0073'DISK, STAMPED H 359 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TH0073
 TH0073                          STATION RECOVERY (1974)
 TH0073
 TH0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TH0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1091 ***********************************************************************
 TG1091  DESIGNATION -  H 360
 TG1091  PID         -  TG1091
 TG1091  STATE/COUNTY-  ND/DIVIDE
 TG1091  USGS QUAD   -  CROSBY SE (1948)
 TG1091
 TG1091                         *CURRENT SURVEY CONTROL
 TG1091  ___________________________________________________________________
 TG1091* NAD 83(1986)-  48 50 11.     (N)    103 21 21.     (W)     SCALED    
 TG1091* NAVD 88     -       621.751  (meters)    2039.86   (feet)  ADJUSTED  
 TG1091  ___________________________________________________________________
 TG1091  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1091  DYNAMIC HT  -         621.871 (meters)    2040.26  (feet)  COMP
 TG1091  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 TG1091
 TG1091  VERT ORDER  -  SECOND    CLASS 0
 TG1091
 TG1091.The horizontal coordinates were scaled from a topographic map and have
 TG1091.an estimated accuracy of +/- 6 seconds.
 TG1091
 TG1091.The orthometric height was determined by differential leveling
 TG1091.and adjusted by the National Geodetic Survey in June 1991..
 TG1091
 TG1091.The geoid height was determined by GEOID03.
 TG1091
 TG1091.The dynamic height is computed by dividing the NAVD 88
 TG1091.geopotential number by the normal gravity value computed on the
 TG1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1091.degrees latitude (g = 980.6199 gals.).
 TG1091
 TG1091.The modeled gravity was interpolated from observed gravity values.
 TG1091
 TG1091;                    North         East    Units  Estimated Accuracy
 TG1091;SPC ND N     -   208,070.      390,390.      MT  (+/- 180 meters Scaled)
 TG1091
 TG1091                          SUPERSEDED SURVEY CONTROL
 TG1091
 TG1091  NGVD 29 (??/??/92)  621.285  (m)         2038.33   (f) ADJ UNCH    2 0
 TG1091
 TG1091.Superseded values are not recommended for survey control.
 TG1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1091.See file dsdata.txt to determine how the superseded data were derived.
 TG1091
 TG1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ206105(NAD 83)
 TG1091_MARKER: DB = BENCH MARK DISK
 TG1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1091_STAMPING: H-360 1935
 TG1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1091+STABILITY: SURFACE MOTION
 TG1091
 TG1091  HISTORY     - Date     Condition        Report By
 TG1091  HISTORY     - 1935     MONUMENTED       CGS
 TG1091  HISTORY     - 20041109 MARK NOT FOUND   NDWC
 TG1091
 TG1091                          STATION DESCRIPTION
 TG1091
 TG1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1091'8.2 MI SW FROM CROSBY.
 TG1091'SOUTH FROM CROSBY ON HIGHWAY NO. 42, 5.2 MILES, THENCE 3.0 MILES WEST.
 TG1091'SET IN POST IN THE NORTHWEST QUARTER OF THE INTERSECTION 80 FEET
 TG1091'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 28 FEET WEST OF THE
 TG1091'CENTERLINE OF THE NORTH-SOUTH ROAD, 36 FEET NORTH OF THE CORNER FENCE
 TG1091'POST, 2 FEET EAST OF THE FENCE, AT ROAD LEVEL.
 TG1091
 TG1091                          STATION RECOVERY (2004)
 TG1091
 TG1091'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1487 ***********************************************************************
 TG1487  DESIGNATION -  H 361
 TG1487  PID         -  TG1487
 TG1487  STATE/COUNTY-  ND/DIVIDE
 TG1487  USGS QUAD   -  CAMP LAKE (1983)
 TG1487
 TG1487                         *CURRENT SURVEY CONTROL
 TG1487  ___________________________________________________________________
 TG1487* NAD 83(1986)-  48 40 36.     (N)    103 55 41.     (W)     SCALED    
 TG1487* NAVD 88     -       619.780  (meters)    2033.39   (feet)  ADJUSTED  
 TG1487  ___________________________________________________________________
 TG1487  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TG1487  DYNAMIC HT  -         619.883 (meters)    2033.73  (feet)  COMP
 TG1487  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TG1487
 TG1487  VERT ORDER  -  SECOND    CLASS 0
 TG1487
 TG1487.The horizontal coordinates were scaled from a topographic map and have
 TG1487.an estimated accuracy of +/- 6 seconds.
 TG1487
 TG1487.The orthometric height was determined by differential leveling
 TG1487.and adjusted by the National Geodetic Survey in June 1991..
 TG1487
 TG1487.The geoid height was determined by GEOID03.
 TG1487
 TG1487.The dynamic height is computed by dividing the NAVD 88
 TG1487.geopotential number by the normal gravity value computed on the
 TG1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1487.degrees latitude (g = 980.6199 gals.).
 TG1487
 TG1487.The modeled gravity was interpolated from observed gravity values.
 TG1487
 TG1487;                    North         East    Units  Estimated Accuracy
 TG1487;SPC ND N     -   192,040.      347,630.      MT  (+/- 180 meters Scaled)
 TG1487
 TG1487                          SUPERSEDED SURVEY CONTROL
 TG1487
 TG1487  NGVD 29 (??/??/92)  619.275  (m)         2031.74   (f) ADJ UNCH    2 0
 TG1487
 TG1487.Superseded values are not recommended for survey control.
 TG1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1487.See file dsdata.txt to determine how the superseded data were derived.
 TG1487
 TG1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP789920(NAD 83)
 TG1487_MARKER: DB = BENCH MARK DISK
 TG1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1487_STAMPING: H-361 1935
 TG1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1487+STABILITY: SURFACE MOTION
 TG1487
 TG1487  HISTORY     - Date     Condition        Report By
 TG1487  HISTORY     - 1935     MONUMENTED       CGS
 TG1487  HISTORY     - 1977     MARK NOT FOUND   USGS
 TG1487
 TG1487                          STATION DESCRIPTION
 TG1487
 TG1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1487'4.7 MI NE FROM GRENORA.
 TG1487'ALONG ROADS TO A T-ROAD EAST AT A TOWNSHIP HALL 0.5 MILE EAST AND 4.2
 TG1487'MILES NORTH OF THE GREAT NORTHERN DEPOT AT GRENORA.  SET IN POST IN
 TG1487'THE SOUTHEAST QUARTER OF THE INTERSECTION, 66 FEET EAST OF THE
 TG1487'CENTERLINE OF THE NORTH-SOUTH ROAD, 25 FEET SOUTH OF THE CENTERLINE OF
 TG1487'THE EAST-WEST ROAD, 25 FEET EAST OF THE CORNER FENCE POST, 2 FEET
 TG1487'NORTH OF THE FENCE, AT ROAD LEVEL.
 TG1487
 TG1487                          STATION RECOVERY (1977)
 TG1487
 TG1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TG1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0324 ***********************************************************************
 SO0324  DESIGNATION -  H 362
 SO0324  PID         -  SO0324
 SO0324  STATE/COUNTY-  ND/MERCER
 SO0324  USGS QUAD   -  GOLDEN VALLEY (1973)
 SO0324
 SO0324                         *CURRENT SURVEY CONTROL
 SO0324  ___________________________________________________________________
 SO0324* NAD 83(1986)-  47 17 31.     (N)    102 05 24.     (W)     SCALED    
 SO0324* NAVD 88     -       587.868  (meters)    1928.70   (feet)  ADJUSTED  
 SO0324  ___________________________________________________________________
 SO0324  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 SO0324  DYNAMIC HT  -         587.905 (meters)    1928.82  (feet)  COMP
 SO0324  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 SO0324
 SO0324  VERT ORDER  -  SECOND    CLASS 0
 SO0324
 SO0324.The horizontal coordinates were scaled from a topographic map and have
 SO0324.an estimated accuracy of +/- 6 seconds.
 SO0324
 SO0324.The orthometric height was determined by differential leveling
 SO0324.and adjusted by the National Geodetic Survey in June 1991..
 SO0324
 SO0324.The geoid height was determined by GEOID03.
 SO0324
 SO0324.The dynamic height is computed by dividing the NAVD 88
 SO0324.geopotential number by the normal gravity value computed on the
 SO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0324.degrees latitude (g = 980.6199 gals.).
 SO0324
 SO0324.The modeled gravity was interpolated from observed gravity values.
 SO0324
 SO0324;                    North         East    Units  Estimated Accuracy
 SO0324;SPC ND S     -   181,880.      479,740.      MT  (+/- 180 meters Scaled)
 SO0324
 SO0324                          SUPERSEDED SURVEY CONTROL
 SO0324
 SO0324  NGVD 29 (??/??/92)  587.457  (m)         1927.35   (f) ADJ UNCH    2 0
 SO0324
 SO0324.Superseded values are not recommended for survey control.
 SO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0324.See file dsdata.txt to determine how the superseded data were derived.
 SO0324
 SO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN200417(NAD 83)
 SO0324_MARKER: DB = BENCH MARK DISK
 SO0324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SO0324_SP_SET: 17 FT
 SO0324_STAMPING: H 362 1958
 SO0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0324
 SO0324  HISTORY     - Date     Condition        Report By
 SO0324  HISTORY     - 1958     MONUMENTED       CGS
 SO0324
 SO0324                          STATION DESCRIPTION
 SO0324
 SO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0324'1.15 MI W FROM GOLDEN VALLEY.
 SO0324'ABOUT 1.15 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0324'STATION AT GOLDEN VALLEY, 112 FEET SOUTHEAST AND ACROSS THE TRACK FROM
 SO0324'MILEPOST 88, 68 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET NORTH OF A
 SO0324'FENCE, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 SO0324'TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 SO0324'TO A DEPTH OF 17 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6
 SO0324'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0324 ***********************************************************************
 TF0324  DESIGNATION -  H 365
 TF0324  PID         -  TF0324
 TF0324  STATE/COUNTY-  ND/MCHENRY
 TF0324  USGS QUAD   -  DENBIGH (1981)
 TF0324
 TF0324                         *CURRENT SURVEY CONTROL
 TF0324  ___________________________________________________________________
 TF0324* NAD 83(1986)-  48 22 16.     (N)    100 35 00.     (W)     SCALED    
 TF0324* NAVD 88     -       452.765  (meters)    1485.45   (feet)  ADJUSTED  
 TF0324  ___________________________________________________________________
 TF0324  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0324  DYNAMIC HT  -         452.853 (meters)    1485.74  (feet)  COMP
 TF0324  MODELED GRAV-     980,790.1   (mgal)                       NAVD 88
 TF0324
 TF0324  VERT ORDER  -  SECOND    CLASS 0
 TF0324
 TF0324.The horizontal coordinates were scaled from a topographic map and have
 TF0324.an estimated accuracy of +/- 6 seconds.
 TF0324
 TF0324.The orthometric height was determined by differential leveling
 TF0324.and adjusted by the National Geodetic Survey in June 1991..
 TF0324
 TF0324.The geoid height was determined by GEOID03.
 TF0324
 TF0324.The dynamic height is computed by dividing the NAVD 88
 TF0324.geopotential number by the normal gravity value computed on the
 TF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0324.degrees latitude (g = 980.6199 gals.).
 TF0324
 TF0324.The modeled gravity was interpolated from observed gravity values.
 TF0324
 TF0324;                    North         East    Units  Estimated Accuracy
 TF0324;SPC ND N     -   152,450.      593,830.      MT  (+/- 180 meters Scaled)
 TF0324
 TF0324                          SUPERSEDED SURVEY CONTROL
 TF0324
 TF0324  NGVD 29 (??/??/92)  452.380  (m)         1484.18   (f) ADJ UNCH    2 0
 TF0324
 TF0324.Superseded values are not recommended for survey control.
 TF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0324.See file dsdata.txt to determine how the superseded data were derived.
 TF0324
 TF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU827587(NAD 83)
 TF0324_MARKER: DB = BENCH MARK DISK
 TF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0324_STAMPING: H-365 1935
 TF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0324+STABILITY: SURFACE MOTION
 TF0324
 TF0324  HISTORY     - Date     Condition        Report By
 TF0324  HISTORY     - 1935     MONUMENTED       CGS
 TF0324  HISTORY     - 20041117 MARK NOT FOUND   NDWC
 TF0324
 TF0324                          STATION DESCRIPTION
 TF0324
 TF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0324'4.8 MI N FROM DENBIGH.
 TF0324'4.8 MILES NORTH OF DEPOT AT ALONG THE DENBIGH-BANTRY ROAD AT THE
 TF0324'NORTHEAST CORNER OF SECTION 5, TOWNSHIP 156, RANGE 77.  AT TURN TO
 TF0324'EAST FOR CORRECTION LINE.  SET 45 FT WEST OF CENTERLINE OF ROAD AT
 TF0324'POINT OF CURVE, THENCE 15 FT SOUTH.  IN LINE WITH SOUTH ROAD LINE
 TF0324'FENCE ACROSS THE ROAD, 1 1/2 FT BELOW ROAD LEVEL.
 TF0324
 TF0324                          STATION RECOVERY (2004)
 TF0324
 TF0324'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0673 ***********************************************************************
 TF0673  DESIGNATION -  H 374
 TF0673  PID         -  TF0673
 TF0673  STATE/COUNTY-  ND/BOTTINEAU
 TF0673  USGS QUAD   -  ANTLER (1971)
 TF0673
 TF0673                         *CURRENT SURVEY CONTROL
 TF0673  ___________________________________________________________________
 TF0673* NAD 83(1986)-  48 52 43.     (N)    101 16 41.     (W)     SCALED    
 TF0673* NAVD 88     -       464.406  (meters)    1523.64   (feet)  ADJUSTED  
 TF0673  ___________________________________________________________________
 TF0673  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0673  DYNAMIC HT  -         464.514 (meters)    1523.99  (feet)  COMP
 TF0673  MODELED GRAV-     980,829.6   (mgal)                       NAVD 88
 TF0673
 TF0673  VERT ORDER  -  SECOND    CLASS 0
 TF0673
 TF0673.The horizontal coordinates were scaled from a topographic map and have
 TF0673.an estimated accuracy of +/- 6 seconds.
 TF0673
 TF0673.The orthometric height was determined by differential leveling
 TF0673.and adjusted by the National Geodetic Survey in June 1991..
 TF0673
 TF0673.The geoid height was determined by GEOID03.
 TF0673
 TF0673.The dynamic height is computed by dividing the NAVD 88
 TF0673.geopotential number by the normal gravity value computed on the
 TF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0673.degrees latitude (g = 980.6199 gals.).
 TF0673
 TF0673.The modeled gravity was interpolated from observed gravity values.
 TF0673
 TF0673;                    North         East    Units  Estimated Accuracy
 TF0673;SPC ND N     -   209,170.      542,930.      MT  (+/- 180 meters Scaled)
 TF0673
 TF0673                          SUPERSEDED SURVEY CONTROL
 TF0673
 TF0673  NGVD 29 (??/??/92)  464.04   (m)         1522.4    (f) COMPUTED    2 0
 TF0673
 TF0673.Superseded values are not recommended for survey control.
 TF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0673.See file dsdata.txt to determine how the superseded data were derived.
 TF0673
 TF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV329164(NAD 83)
 TF0673_MARKER: DB = BENCH MARK DISK
 TF0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0673_STAMPING: H 374 1935
 TF0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0673+STABILITY: SURFACE MOTION
 TF0673
 TF0673  HISTORY     - Date     Condition        Report By
 TF0673  HISTORY     - 1935     MONUMENTED       CGS
 TF0673  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0673
 TF0673                          STATION DESCRIPTION
 TF0673
 TF0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0673'19.0 MI NE FROM MOHALL.
 TF0673'IN BOTTINEAU COUNTY, 11.0 MILES EAST ALONG STATE HIGHWAY 5 FROM THE
 TF0673'GREAT NORTHERN RAILWAY STATION AT MOHALL, RENVILLE COUNTY, 8.0 MILES
 TF0673'NORTH ALONG A SECTION-LINE ROAD.  AT A ROAD INTERSECTION, 75 FEET WEST
 TF0673'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 19 FEET SOUTH OF THE
 TF0673'CENTERLINE OF THE EAST-AND-WEST ROAD, 33 FEET WEST OF A FENCE CORNER,
 TF0673'1 FOOT NORTH OF THE FENCE, AND 1-1/2 FEET LOWER THAN THE ROAD. A
 TF0673'STANDARD DISK, STAMPED H 374 1935 AND SET IN THE TOP OF A CONCRETE
 TF0673'POST.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED FROM THE GREAT
 TF0673'NORTHERN RAILWAY STATION AT LORAIN, BY GOING 12.3 MILES EAST ALONG A
 TF0673'SECTION-LINE ROAD, 1.0 MILE NORTH ALONG STATE HIGHWAY 39, AND 1.0 MILE
 TF0673'EAST ALONG A SECTION-LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0147 ***********************************************************************
 SO0147  DESIGNATION -  H 378
 SO0147  PID         -  SO0147
 SO0147  STATE/COUNTY-  ND/MCLEAN
 SO0147  USGS QUAD   -  RAUB (1967)
 SO0147
 SO0147                         *CURRENT SURVEY CONTROL
 SO0147  ___________________________________________________________________
 SO0147* NAD 83(1986)-  47 42 09.     (N)    102 02 36.     (W)     SCALED    
 SO0147* NAVD 88     -       616.333  (meters)    2022.09   (feet)  ADJUSTED  
 SO0147  ___________________________________________________________________
 SO0147  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 SO0147  DYNAMIC HT  -         616.404 (meters)    2022.32  (feet)  COMP
 SO0147  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SO0147
 SO0147  VERT ORDER  -  SECOND    CLASS 0
 SO0147
 SO0147.The horizontal coordinates were scaled from a topographic map and have
 SO0147.an estimated accuracy of +/- 6 seconds.
 SO0147
 SO0147.The orthometric height was determined by differential leveling
 SO0147.and adjusted by the National Geodetic Survey in June 1991..
 SO0147
 SO0147.The geoid height was determined by GEOID03.
 SO0147
 SO0147.The dynamic height is computed by dividing the NAVD 88
 SO0147.geopotential number by the normal gravity value computed on the
 SO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0147.degrees latitude (g = 980.6199 gals.).
 SO0147
 SO0147.The modeled gravity was interpolated from observed gravity values.
 SO0147
 SO0147;                    North         East    Units  Estimated Accuracy
 SO0147;SPC ND N     -    79,270.      484,180.      MT  (+/- 180 meters Scaled)
 SO0147
 SO0147                          SUPERSEDED SURVEY CONTROL
 SO0147
 SO0147  NGVD 29 (??/??/92)  615.919  (m)         2020.73   (f) ADJ UNCH    2 0
 SO0147
 SO0147.Superseded values are not recommended for survey control.
 SO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0147.See file dsdata.txt to determine how the superseded data were derived.
 SO0147
 SO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN218874(NAD 83)
 SO0147_MARKER: DB = BENCH MARK DISK
 SO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0147_STAMPING: H 378 1940
 SO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0147+STABILITY: SURFACE MOTION
 SO0147
 SO0147  HISTORY     - Date     Condition        Report By
 SO0147  HISTORY     - 1940     MONUMENTED       CGS
 SO0147  HISTORY     - 1962     GOOD             NGS
 SO0147
 SO0147                          STATION DESCRIPTION
 SO0147
 SO0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0147'3.0 MI S FROM RAUB.
 SO0147'ABOUT 3.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0147'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, IN THE NORTHEAST CORNER OF A
 SO0147'FARMYARD, 52 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 43
 SO0147'FEET WEST OF THE CENTERLINE OF A ROAD, 30 FEET SOUTH OF THE CENTERLINE
 SO0147'OF A ROAD, 1.7 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 SO0147'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 SO0147'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0370 ***********************************************************************
 SO0370  DESIGNATION -  H 379
 SO0370  PID         -  SO0370
 SO0370  STATE/COUNTY-  ND/DUNN
 SO0370  USGS QUAD   -  OAKDALE (1974)
 SO0370
 SO0370                         *CURRENT SURVEY CONTROL
 SO0370  ___________________________________________________________________
 SO0370* NAD 83(1986)-  47 24 01.     (N)    102 45 29.     (W)     SCALED    
 SO0370* NAVD 88     -       701.747  (meters)    2302.31   (feet)  ADJUSTED  
 SO0370  ___________________________________________________________________
 SO0370  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SO0370  DYNAMIC HT  -         701.791 (meters)    2302.46  (feet)  COMP
 SO0370  MODELED GRAV-     980,651.9   (mgal)                       NAVD 88
 SO0370
 SO0370  VERT ORDER  -  SECOND    CLASS 0
 SO0370
 SO0370.The horizontal coordinates were scaled from a topographic map and have
 SO0370.an estimated accuracy of +/- 6 seconds.
 SO0370
 SO0370.The orthometric height was determined by differential leveling
 SO0370.and adjusted by the National Geodetic Survey in June 1991..
 SO0370
 SO0370.The geoid height was determined by GEOID03.
 SO0370
 SO0370.The dynamic height is computed by dividing the NAVD 88
 SO0370.geopotential number by the normal gravity value computed on the
 SO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0370.degrees latitude (g = 980.6199 gals.).
 SO0370
 SO0370.The modeled gravity was interpolated from observed gravity values.
 SO0370
 SO0370;                    North         East    Units  Estimated Accuracy
 SO0370;SPC ND S     -   195,160.      429,570.      MT  (+/- 180 meters Scaled)
 SO0370
 SO0370                          SUPERSEDED SURVEY CONTROL
 SO0370
 SO0370  NGVD 29 (??/??/92)  701.263  (m)         2300.73   (f) ADJ UNCH    2 0
 SO0370
 SO0370.Superseded values are not recommended for survey control.
 SO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0370.See file dsdata.txt to determine how the superseded data were derived.
 SO0370
 SO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN691520(NAD 83)
 SO0370_MARKER: DB = BENCH MARK DISK
 SO0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0370_STAMPING: H 379 1940
 SO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0370+STABILITY: SURFACE MOTION
 SO0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0370+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 SO0370
 SO0370  HISTORY     - Date     Condition        Report By
 SO0370  HISTORY     - 1940     MONUMENTED       CGS
 SO0370  HISTORY     - 20020507 GOOD             NDDT
 SO0370
 SO0370                          STATION DESCRIPTION
 SO0370
 SO0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0370'2.4 MI N FROM KILLDEER.
 SO0370'2.4 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 22 FROM THE
 SO0370'NORTHERN PACIFIC RAILWAY STATION AT KILLDEER, DUNN COUNTY, AT A ROAD
 SO0370'INTERSECTION, 46 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 SO0370'26.6 FEET NORTH OF THE ROAD, 37.6 FEET EAST OF THE CENTERLINE OF THE
 SO0370'HIGHWAY, 3 FEET SOUTH OF THE NORTH SECTION-LINE FENCE, AND 1.1 FEET
 SO0370'NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 SO0370'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 SO0370
 SO0370                          STATION RECOVERY (2002)
 SO0370
 SO0370'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 SO0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0145 ***********************************************************************
 RQ0145  DESIGNATION -  H 38
 RQ0145  PID         -  RQ0145
 RQ0145  STATE/COUNTY-  ND/LA MOURE
 RQ0145  USGS QUAD   -  EDGELEY (1982)
 RQ0145
 RQ0145                         *CURRENT SURVEY CONTROL
 RQ0145  ___________________________________________________________________
 RQ0145* NAD 83(1986)-  46 18 43.     (N)    098 40 41.     (W)     SCALED    
 RQ0145* NAVD 88     -       470.565  (meters)    1543.85   (feet)  ADJUSTED  
 RQ0145  ___________________________________________________________________
 RQ0145  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RQ0145  DYNAMIC HT  -         470.562 (meters)    1543.84  (feet)  COMP
 RQ0145  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RQ0145
 RQ0145  VERT ORDER  -  SECOND    CLASS 0
 RQ0145
 RQ0145.The horizontal coordinates were scaled from a topographic map and have
 RQ0145.an estimated accuracy of +/- 6 seconds.
 RQ0145
 RQ0145.The orthometric height was determined by differential leveling
 RQ0145.and adjusted by the National Geodetic Survey in June 1991..
 RQ0145
 RQ0145.The geoid height was determined by GEOID03.
 RQ0145
 RQ0145.The dynamic height is computed by dividing the NAVD 88
 RQ0145.geopotential number by the normal gravity value computed on the
 RQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0145.degrees latitude (g = 980.6199 gals.).
 RQ0145
 RQ0145.The modeled gravity was interpolated from observed gravity values.
 RQ0145
 RQ0145;                    North         East    Units  Estimated Accuracy
 RQ0145;SPC ND S     -    73,350.      740,320.      MT  (+/- 180 meters Scaled)
 RQ0145
 RQ0145                          SUPERSEDED SURVEY CONTROL
 RQ0145
 RQ0145  NGVD 29 (??/??/92)  470.196  (m)         1542.63   (f) ADJ UNCH    2 0
 RQ0145
 RQ0145.Superseded values are not recommended for survey control.
 RQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0145.See file dsdata.txt to determine how the superseded data were derived.
 RQ0145
 RQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS247287(NAD 83)
 RQ0145_MARKER: DB = BENCH MARK DISK
 RQ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0145_STAMPING: H 38 1934
 RQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0145+STABILITY: SURFACE MOTION
 RQ0145
 RQ0145  HISTORY     - Date     Condition        Report By
 RQ0145  HISTORY     - 1934     MONUMENTED       CGS
 RQ0145  HISTORY     - 1970     GOOD             NGS
 RQ0145
 RQ0145                          STATION DESCRIPTION
 RQ0145
 RQ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0145'3.9 MI S FROM EDGELEY.
 RQ0145'IT IS 3.9 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RQ0145'PACIFIC RAILROAD FROM THE WATER TANK AT EDGELEY, AT A ROAD CROSSING,
 RQ0145'45 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 30 FEET NORTH OF
 RQ0145'THE ROAD, 8.5 FEET EAST OF A FENCE CORNER, 1.1 FEET SOUTH OF A METAL
 RQ0145'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 RQ0145'2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0162 ***********************************************************************
 RR0162  DESIGNATION -  H 380
 RR0162  PID         -  RR0162
 RR0162  STATE/COUNTY-  ND/SIOUX
 RR0162  USGS QUAD   -  FORT YATES (1968)
 RR0162
 RR0162                         *CURRENT SURVEY CONTROL
 RR0162  ___________________________________________________________________
 RR0162* NAD 83(1986)-  46 02 04.     (N)    100 44 55.     (W)     SCALED    
 RR0162* NAVD 88     -       555.666  (meters)    1823.05   (feet)  ADJUSTED  
 RR0162  ___________________________________________________________________
 RR0162  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 RR0162  DYNAMIC HT  -         555.638 (meters)    1822.96  (feet)  COMP
 RR0162  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 RR0162
 RR0162  VERT ORDER  -  SECOND    CLASS 0
 RR0162
 RR0162.The horizontal coordinates were scaled from a topographic map and have
 RR0162.an estimated accuracy of +/- 6 seconds.
 RR0162
 RR0162.The orthometric height was determined by differential leveling
 RR0162.and adjusted by the National Geodetic Survey in June 1991..
 RR0162
 RR0162.The geoid height was determined by GEOID03.
 RR0162
 RR0162.The dynamic height is computed by dividing the NAVD 88
 RR0162.geopotential number by the normal gravity value computed on the
 RR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0162.degrees latitude (g = 980.6199 gals.).
 RR0162
 RR0162.The modeled gravity was interpolated from observed gravity values.
 RR0162
 RR0162;                    North         East    Units  Estimated Accuracy
 RR0162;SPC ND S     -    40,910.      580,750.      MT  (+/- 180 meters Scaled)
 RR0162
 RR0162                          SUPERSEDED SURVEY CONTROL
 RR0162
 RR0162  NGVD 29 (??/??/92)  555.263  (m)         1821.73   (f) ADJ UNCH    2 0
 RR0162
 RR0162.Superseded values are not recommended for survey control.
 RR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0162.See file dsdata.txt to determine how the superseded data were derived.
 RR0162
 RR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR646993(NAD 83)
 RR0162_MARKER: DB = BENCH MARK DISK
 RR0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0162_SP_SET: CULVERT
 RR0162_STAMPING: H 380 1945
 RR0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0162
 RR0162  HISTORY     - Date     Condition        Report By
 RR0162  HISTORY     - 1945     MONUMENTED       CGS
 RR0162  HISTORY     - 1956     GOOD             NGS
 RR0162
 RR0162                          STATION DESCRIPTION
 RR0162
 RR0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0162'7.4 MI SW FROM FORT YATES.
 RR0162'7.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0162'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0162'SIOUX COUNTY, AT A 10- BY 10- FOOT CONCRETE CULVERT, IN THE TOP OF THE
 RR0162'SOUTH END OF THE WEST HEAD WALL, 22 FEET WEST OF THE CENTER LINE OF
 RR0162'THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY .  A STANDARD
 RR0162'DISK, STAMPED H 380 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0842 ***********************************************************************
 SN0842  DESIGNATION -  H 381
 SN0842  PID         -  SN0842
 SN0842  STATE/COUNTY-  ND/MCLEAN
 SN0842  USGS QUAD   -  WASHBURN (1980)
 SN0842
 SN0842                         *CURRENT SURVEY CONTROL
 SN0842  ___________________________________________________________________
 SN0842* NAD 83(1996)-  47 21 02.19258(N)    101 02 08.08959(W)     ADJUSTED  
 SN0842* NAVD 88     -       580.115  (meters)    1903.26   (feet)  ADJUSTED  
 SN0842  ___________________________________________________________________
 SN0842  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 SN0842  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SN0842  DYNAMIC HT  -         580.161 (meters)    1903.41  (feet)  COMP
 SN0842  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN0842
 SN0842  HORZ ORDER  -  SECOND
 SN0842  VERT ORDER  -  FIRST     CLASS II
 SN0842
 SN0842.The horizontal coordinates were established by classical geodetic methods
 SN0842.and adjusted by the National Geodetic Survey in January 1998..
 SN0842
 SN0842.The orthometric height was determined by differential leveling
 SN0842.and adjusted by the National Geodetic Survey in June 1991..
 SN0842
 SN0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0842
 SN0842.The geoid height was determined by GEOID03.
 SN0842
 SN0842.The dynamic height is computed by dividing the NAVD 88
 SN0842.geopotential number by the normal gravity value computed on the
 SN0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0842.degrees latitude (g = 980.6199 gals.).
 SN0842
 SN0842.The modeled gravity was interpolated from observed gravity values.
 SN0842
 SN0842;                    North         East     Units Scale Factor Converg.
 SN0842;SPC ND N     -    39,121.871   559,532.755   MT  1.00001729   -0 23 54.8
 SN0842;SPC ND N     -   128,352.60  1,835,737.39   iFT  1.00001729   -0 23 54.8
 SN0842;SPC ND S     -   187,324.768   559,534.397   MT  0.99997640   -0 23 26.3
 SN0842;SPC ND S     -   614,582.57  1,835,742.77   iFT  0.99997640   -0 23 26.3
 SN0842;UTM  14      - 5,246,136.296   346,261.705   MT  0.99989047   -1 29 51.0
 SN0842
 SN0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0842!SPC ND N     -   0.99991232  x   1.00001729  =   0.99992960
 SN0842!SPC ND S     -   0.99991232  x   0.99997640  =   0.99988872
 SN0842!UTM  14      -   0.99991232  x   0.99989047  =   0.99980279
 SN0842
 SN0842                          SUPERSEDED SURVEY CONTROL
 SN0842
 SN0842  NAD 83(1986)-  47 21 02.19325(N)    101 02 08.07786(W) AD(       ) 2
 SN0842  NAD 27      -  47 21 02.21400(N)    101 02 06.54800(W) AD(       ) 2
 SN0842  NGVD 29 (??/??/92)  579.703  (m)         1901.91   (f) ADJ UNCH    1 2
 SN0842
 SN0842.Superseded values are not recommended for survey control.
 SN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0842.See file dsdata.txt to determine how the superseded data were derived.
 SN0842
 SN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4626246136(NAD 83)
 SN0842_MARKER: DB = BENCH MARK DISK
 SN0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0842_STAMPING: H 381 1945
 SN0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0842+STABILITY: SURFACE MOTION
 SN0842
 SN0842  HISTORY     - Date     Condition        Report By
 SN0842  HISTORY     - 1945     MONUMENTED       CGS
 SN0842  HISTORY     - 1945     GOOD             CGS
 SN0842
 SN0842                          STATION DESCRIPTION
 SN0842
 SN0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SN0842'STATION IS LOCATED ABOUT 5 MILES N OF THE VILLAGE OF WASHBURN AND
 SN0842'IN THE NW CORNER OF THE WASHBURN AIRPORT.  IT IS 59.6 FEET NW
 SN0842'OF THE NW CORNER OF THE BEACON CONTROL HOUSE, 34.6 FEET E OF
 SN0842'THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 83, 3-1/2 FEET S
 SN0842'OF THE NW CORNERPOST OF THE AIRPORT, AND 1 FOOT N OF A WOODEN
 SN0842'WITNESS POST.
 SN0842'
 SN0842'STATION MARK IS A BRONZE BENCH-MARK DISK STAMPED H 381 1945.
 SN0842'MARK PROJECTS 6 INCHES.
 SN0842'
 SN0842'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 SN0842'CONTROL TO THIS STATION.  IT IS 36.652 METERS (120.30 FEET)
 SN0842'W OF THE STATION.
 SN0842'
 SN0842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 SN0842'MAIN STREET IN WASHBURN, GO N ON U.S. HIGHWAY 83 FOR 4.6 MILES
 SN0842'AND THE WASHBURN AIRPORT ON THE RIGHT AND THE BENCH MARK AS
 SN0842'DESCRIBED.
 SN0842'
 SN0842'THIS IS A TRAVERSE STATION.
 SN0842
 SN0842                          STATION RECOVERY (1945)
 SN0842
 SN0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 SN0842'3.6 MI E FROM FALKIRK.
 SN0842'TO REACH FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0842'STATION AT FALKIRK GO EASTERLY 3.1 MILES ALONG A GRAVELED ROAD, THENCE
 SN0842'SOUTH 0.5 MILE ALONG U.S. HIGHWAY NO. 83 TO SITE OF MARK, BENCH MARK
 SN0842'IS AT THE NORTHWEST CORNER OF THE WASHBURN INTERMEDIATE FIELD, 44.0
 SN0842'FEET NORTH OF THE NORTH END OF THE ENTRANCE GATE, 47.0 FEET WEST OF
 SN0842'THE NORTHWEST LEG OF AN AIR BEACON, 2.0 FEET SOUTHEAST OF A FENCE
 SN0842'CORNER AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK
 SN0842'STAMPED H 381 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 SN0842'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0843 ***********************************************************************
 SN0843  DESIGNATION -  H 381 RESET
 SN0843  PID         -  SN0843
 SN0843  STATE/COUNTY-  ND/MCLEAN
 SN0843  USGS QUAD   -  WASHBURN (1980)
 SN0843
 SN0843                         *CURRENT SURVEY CONTROL
 SN0843  ___________________________________________________________________
 SN0843* NAD 83(1986)-  47 21 02.     (N)    101 02 07.     (W)     SCALED    
 SN0843* NAVD 88     -       580.105  (meters)    1903.23   (feet)  ADJUSTED  
 SN0843  ___________________________________________________________________
 SN0843  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SN0843  DYNAMIC HT  -         580.151 (meters)    1903.38  (feet)  COMP
 SN0843  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN0843
 SN0843  VERT ORDER  -  FIRST     CLASS II
 SN0843
 SN0843.The horizontal coordinates were scaled from a topographic map and have
 SN0843.an estimated accuracy of +/- 6 seconds.
 SN0843
 SN0843.The orthometric height was determined by differential leveling
 SN0843.and adjusted by the National Geodetic Survey in June 1991..
 SN0843
 SN0843.The geoid height was determined by GEOID03.
 SN0843
 SN0843.The dynamic height is computed by dividing the NAVD 88
 SN0843.geopotential number by the normal gravity value computed on the
 SN0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0843.degrees latitude (g = 980.6199 gals.).
 SN0843
 SN0843.The modeled gravity was interpolated from observed gravity values.
 SN0843
 SN0843;                    North         East    Units  Estimated Accuracy
 SN0843;SPC ND N     -    39,120.      559,560.      MT  (+/- 180 meters Scaled)
 SN0843
 SN0843                          SUPERSEDED SURVEY CONTROL
 SN0843
 SN0843  NGVD 29 (??/??/92)  579.693  (m)         1901.88   (f) ADJ UNCH    1 2
 SN0843
 SN0843.Superseded values are not recommended for survey control.
 SN0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0843.See file dsdata.txt to determine how the superseded data were derived.
 SN0843
 SN0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT462461(NAD 83)
 SN0843_MARKER: DB = BENCH MARK DISK
 SN0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0843_STAMPING: H 381 RESET 1948 1901.758
 SN0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0843+STABILITY: SURFACE MOTION
 SN0843
 SN0843  HISTORY     - Date     Condition        Report By
 SN0843  HISTORY     - 1948     MONUMENTED       CGS
 SN0843  HISTORY     - 1962     GOOD             NGS
 SN0843  HISTORY     - 1969     GOOD             NGS
 SN0843  HISTORY     - 1982     GOOD             NGS
 SN0843
 SN0843                          STATION DESCRIPTION
 SN0843
 SN0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0843'3.5 MI SE FROM FALKIRK.
 SN0843'3 MILE EAST SOUTHEAST ALONG A GRAVELED ROAD, COUNTY, FROM THE STATION
 SN0843'AT FALKIRK, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 83, AT THE
 SN0843'NORTHWEST CORNER OF THE WASHBURN INTERMEDIATE AIRFIELD, AT A FENCE
 SN0843'CORNER, 64 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 43.5 FEET NORTH
 SN0843'OF THE NORTH END OF A METAL GATE, 19.5 FEET WEST NORTHWEST OF THE
 SN0843'NORTHWEST LEG OF THE BEACON LIGHT, 35 FEET NORTHWEST OF THE NORTHWEST
 SN0843'CORNER OF A SMALL BUILDING, 5.2 FEET SOUTHEAST OF A FENCE CORNER,
 SN0843'ABOUT 1 FOOT ABOVE THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST
 SN0843'PROJECTING 0.3 FOOT.
 SN0843
 SN0843                          STATION RECOVERY (1969)
 SN0843
 SN0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SN0843'RECOVERED IN GOOD CONDITION.
 SN0843
 SN0843                          STATION RECOVERY (1982)
 SN0843
 SN0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0221 ***********************************************************************
 RR0221  DESIGNATION -  H 382
 RR0221  PID         -  RR0221
 RR0221  STATE/COUNTY-  ND/SIOUX
 RR0221  USGS QUAD   -  FORT YATES SE (1968)
 RR0221
 RR0221                         *CURRENT SURVEY CONTROL
 RR0221  ___________________________________________________________________
 RR0221* NAD 83(1986)-  46 01 19.     (N)    100 36 29.     (W)     SCALED    
 RR0221* NAVD 88     -       489.993  (meters)    1607.59   (feet)  ADJUSTED  
 RR0221  ___________________________________________________________________
 RR0221  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 RR0221  DYNAMIC HT  -         489.971 (meters)    1607.51  (feet)  COMP
 RR0221  MODELED GRAV-     980,554.6   (mgal)                       NAVD 88
 RR0221
 RR0221  VERT ORDER  -  FIRST     CLASS II
 RR0221
 RR0221.The horizontal coordinates were scaled from a topographic map and have
 RR0221.an estimated accuracy of +/- 6 seconds.
 RR0221
 RR0221.The orthometric height was determined by differential leveling
 RR0221.and adjusted by the National Geodetic Survey in June 1991..
 RR0221
 RR0221.The geoid height was determined by GEOID03.
 RR0221
 RR0221.The dynamic height is computed by dividing the NAVD 88
 RR0221.geopotential number by the normal gravity value computed on the
 RR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0221.degrees latitude (g = 980.6199 gals.).
 RR0221
 RR0221.The modeled gravity was interpolated from observed gravity values.
 RR0221
 RR0221;                    North         East    Units  Estimated Accuracy
 RR0221;SPC ND S     -    39,500.      591,630.      MT  (+/- 180 meters Scaled)
 RR0221
 RR0221                          SUPERSEDED SURVEY CONTROL
 RR0221
 RR0221  NGVD 29 (??/??/92)  489.600  (m)         1606.30   (f) ADJ UNCH    1 2
 RR0221
 RR0221.Superseded values are not recommended for survey control.
 RR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0221.See file dsdata.txt to determine how the superseded data were derived.
 RR0221
 RR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR755977(NAD 83)
 RR0221_MARKER: DB = BENCH MARK DISK
 RR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0221_STAMPING: H 382 1945
 RR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0221+STABILITY: SURFACE MOTION
 RR0221
 RR0221  HISTORY     - Date     Condition        Report By
 RR0221  HISTORY     - 1945     MONUMENTED       CGS
 RR0221  HISTORY     - 1949     GOOD             NGS
 RR0221  HISTORY     - 1959     GOOD             NGS
 RR0221
 RR0221                          STATION DESCRIPTION
 RR0221
 RR0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0221'5.3 MI SE FROM FORT YATES.
 RR0221'4.4 MILES SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF
 RR0221'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, THENCE
 RR0221'0.9 MILE SOUTHEAST ALONG A GRADED GRAVELED ROAD, 88 YARDS (PACED)
 RR0221'NORTH OF A WASH, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, 8.3 FEET
 RR0221'EAST OF A FENCE LINE, 2.5 FEET EAST OF A REFERENCE POST, AND SET IN
 RR0221'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RR0221
 RR0221                          STATION RECOVERY (1959)
 RR0221
 RR0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0162 ***********************************************************************
 SN0162  DESIGNATION -  H 384
 SN0162  PID         -  SN0162
 SN0162  STATE/COUNTY-  ND/OLIVER
 SN0162  USGS QUAD   -  SANGER (1966)
 SN0162
 SN0162                         *CURRENT SURVEY CONTROL
 SN0162  ___________________________________________________________________
 SN0162* NAD 83(1986)-  47 09 08.     (N)    100 58 30.     (W)     SCALED    
 SN0162* NAVD 88     -       511.501  (meters)    1678.15   (feet)  ADJUSTED  
 SN0162  ___________________________________________________________________
 SN0162  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SN0162  DYNAMIC HT  -         511.519 (meters)    1678.21  (feet)  COMP
 SN0162  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 SN0162
 SN0162  VERT ORDER  -  SECOND    CLASS 0
 SN0162
 SN0162.The horizontal coordinates were scaled from a topographic map and have
 SN0162.an estimated accuracy of +/- 6 seconds.
 SN0162
 SN0162.The orthometric height was determined by differential leveling
 SN0162.and adjusted by the National Geodetic Survey in June 1991..
 SN0162
 SN0162.The geoid height was determined by GEOID03.
 SN0162
 SN0162.The dynamic height is computed by dividing the NAVD 88
 SN0162.geopotential number by the normal gravity value computed on the
 SN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0162.degrees latitude (g = 980.6199 gals.).
 SN0162
 SN0162.The modeled gravity was interpolated from observed gravity values.
 SN0162
 SN0162;                    North         East    Units  Estimated Accuracy
 SN0162;SPC ND S     -   165,240.      563,980.      MT  (+/- 180 meters Scaled)
 SN0162
 SN0162                          SUPERSEDED SURVEY CONTROL
 SN0162
 SN0162  NGVD 29 (??/??/92)  511.103  (m)         1676.84   (f) ADJ UNCH    2 0
 SN0162
 SN0162.Superseded values are not recommended for survey control.
 SN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0162.See file dsdata.txt to determine how the superseded data were derived.
 SN0162
 SN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT502239(NAD 83)
 SN0162_MARKER: DB = BENCH MARK DISK
 SN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0162_STAMPING: H 384 1946
 SN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0162+STABILITY: SURFACE MOTION
 SN0162
 SN0162  HISTORY     - Date     Condition        Report By
 SN0162  HISTORY     - 1946     MONUMENTED       CGS
 SN0162  HISTORY     - 1965     POOR             USGS
 SN0162  HISTORY     - 1982     GOOD             NGS
 SN0162
 SN0162                          STATION DESCRIPTION
 SN0162
 SN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0162'2.2 MI S FROM SANGER.
 SN0162'ABOUT 2.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM SANGER,
 SN0162'ACROSS THE TRACK FROM MILEPOST NO. 25, 52 FEET WEST OF AND ABOUT 10
 SN0162'FEET LOWER THAN THE CENTER LINE OF THE RAILROAD, 47 FEET EAST OF AND 3
 SN0162'FEET LOWER THAN THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTH OF A 4 X
 SN0162'4 IN. MARKER POST, AND IN LINE WITH A ROW OF POLES.  A BRONZE DISC
 SN0162'STAMPED H 384 1946 AND SET IN THE TOP OF A CONCRETE POST WHICH
 SN0162'PROJECTS 5 INCHES ABOVE THE GROUND.
 SN0162
 SN0162                          STATION RECOVERY (1965)
 SN0162
 SN0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 SN0162'MARK RECOVERED IN POOR CONDITION.
 SN0162
 SN0162                          STATION RECOVERY (1982)
 SN0162
 SN0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0312 ***********************************************************************
 RR0312  DESIGNATION -  H 385
 RR0312  PID         -  RR0312
 RR0312  STATE/COUNTY-  ND/MORTON
 RR0312  USGS QUAD   -  HARMON (1976)
 RR0312
 RR0312                         *CURRENT SURVEY CONTROL
 RR0312  ___________________________________________________________________
 RR0312* NAD 83(1986)-  46 55 42.     (N)    100 56 30.     (W)     SCALED    
 RR0312* NAVD 88     -       508.754  (meters)    1669.14   (feet)  ADJUSTED  
 RR0312  ___________________________________________________________________
 RR0312  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 RR0312  DYNAMIC HT  -         508.763 (meters)    1669.17  (feet)  COMP
 RR0312  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RR0312
 RR0312  VERT ORDER  -  SECOND    CLASS 0
 RR0312
 RR0312.The horizontal coordinates were scaled from a topographic map and have
 RR0312.an estimated accuracy of +/- 6 seconds.
 RR0312
 RR0312.The orthometric height was determined by differential leveling
 RR0312.and adjusted by the National Geodetic Survey in June 1991..
 RR0312
 RR0312.The geoid height was determined by GEOID03.
 RR0312
 RR0312.The dynamic height is computed by dividing the NAVD 88
 RR0312.geopotential number by the normal gravity value computed on the
 RR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0312.degrees latitude (g = 980.6199 gals.).
 RR0312
 RR0312.The modeled gravity was interpolated from observed gravity values.
 RR0312
 RR0312;                    North         East    Units  Estimated Accuracy
 RR0312;SPC ND S     -   140,340.      566,370.      MT  (+/- 180 meters Scaled)
 RR0312
 RR0312                          SUPERSEDED SURVEY CONTROL
 RR0312
 RR0312  NGVD 29 (??/??/92)  508.380  (m)         1667.91   (f) ADJ UNCH    2 0
 RR0312
 RR0312.Superseded values are not recommended for survey control.
 RR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0312.See file dsdata.txt to determine how the superseded data were derived.
 RR0312
 RR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS521990(NAD 83)
 RR0312_MARKER: DB = BENCH MARK DISK
 RR0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0312_STAMPING: H 385 1946
 RR0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0312+STABILITY: SURFACE MOTION
 RR0312
 RR0312  HISTORY     - Date     Condition        Report By
 RR0312  HISTORY     - 1946     MONUMENTED       CGS
 RR0312  HISTORY     - 1956     GOOD             NGS
 RR0312
 RR0312                          STATION DESCRIPTION
 RR0312
 RR0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0312'9.0 MI NW FROM MANDAN.
 RR0312'ABOUT 9.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0312'STATION AT MANDAN, ABOUT 100.0 FEET NORTHWEST OF MILE POST 8, 58.0
 RR0312'FEET SOUTHWEST OF AND ABOUT 5.0 FEET HIGHER THAN THE CENTER LINE OF
 RR0312'THE TRACK, 9.0 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET NORTHEAST
 RR0312'OF THE RIGHT OF WAY FENCE AND 2.0 FEET SOUTHEAST OF A 4 X 4 IN. MARKER
 RR0312'POST.  A BRONZE DISK STAMPED H 385 1946 SET IN THE TOP OF A CONCRETE
 RR0312'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 RR0312
 RR0312                          STATION RECOVERY (1956)
 RR0312
 RR0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1332 ***********************************************************************
 TG1332  DESIGNATION -  H 386
 TG1332  PID         -  TG1332
 TG1332  STATE/COUNTY-  ND/WILLIAMS
 TG1332  USGS QUAD   -  WILLISTON WEST (1976)
 TG1332
 TG1332                         *CURRENT SURVEY CONTROL
 TG1332  ___________________________________________________________________
 TG1332* NAD 83(1986)-  48 08 19.     (N)    103 40 50.     (W)     SCALED    
 TG1332* NAVD 88     -       580.562  (meters)    1904.73   (feet)  ADJUSTED  
 TG1332  ___________________________________________________________________
 TG1332  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1332  DYNAMIC HT  -         580.631 (meters)    1904.95  (feet)  COMP
 TG1332  MODELED GRAV-     980,711.5   (mgal)                       NAVD 88
 TG1332
 TG1332  VERT ORDER  -  FIRST     CLASS II
 TG1332
 TG1332.The horizontal coordinates were scaled from a topographic map and have
 TG1332.an estimated accuracy of +/- 6 seconds.
 TG1332
 TG1332.The orthometric height was determined by differential leveling
 TG1332.and adjusted by the National Geodetic Survey in June 1991..
 TG1332
 TG1332.The geoid height was determined by GEOID03.
 TG1332
 TG1332.The dynamic height is computed by dividing the NAVD 88
 TG1332.geopotential number by the normal gravity value computed on the
 TG1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1332.degrees latitude (g = 980.6199 gals.).
 TG1332
 TG1332.The modeled gravity was interpolated from observed gravity values.
 TG1332
 TG1332;                    North         East    Units  Estimated Accuracy
 TG1332;SPC ND N     -   131,480.      363,370.      MT  (+/- 180 meters Scaled)
 TG1332
 TG1332                          SUPERSEDED SURVEY CONTROL
 TG1332
 TG1332  NGVD 29 (??/??/92)  580.059  (m)         1903.08   (f) ADJ UNCH    1 2
 TG1332
 TG1332.Superseded values are not recommended for survey control.
 TG1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1332.See file dsdata.txt to determine how the superseded data were derived.
 TG1332
 TG1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP981325(NAD 83)
 TG1332_MARKER: DB = BENCH MARK DISK
 TG1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1332_STAMPING: H 386 1946
 TG1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1332+STABILITY: SURFACE MOTION
 TG1332
 TG1332  HISTORY     - Date     Condition        Report By
 TG1332  HISTORY     - 1946     MONUMENTED       CGS
 TG1332
 TG1332                          STATION DESCRIPTION
 TG1332
 TG1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1332'2.8 MI W FROM WILLISTON.
 TG1332'AT THE CHANDLER AIRPORT, 2.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 TG1332'THE HANGAR, 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK
 TG1332'STAMPED H 386 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TG1332'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1141 ***********************************************************************
 TG1141  DESIGNATION -  H 387
 TG1141  PID         -  TG1141
 TG1141  STATE/COUNTY-  ND/WILLIAMS
 TG1141  USGS QUAD   -  RAY (1978)
 TG1141
 TG1141                         *CURRENT SURVEY CONTROL
 TG1141  ___________________________________________________________________
 TG1141* NAD 83(1986)-  48 19 47.     (N)    103 11 15.     (W)     SCALED    
 TG1141* NAVD 88     -       697.803  (meters)    2289.38   (feet)  ADJUSTED  
 TG1141  ___________________________________________________________________
 TG1141  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1141  DYNAMIC HT  -         697.902 (meters)    2289.70  (feet)  COMP
 TG1141  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 TG1141
 TG1141  VERT ORDER  -  FIRST     CLASS II
 TG1141
 TG1141.The horizontal coordinates were scaled from a topographic map and have
 TG1141.an estimated accuracy of +/- 6 seconds.
 TG1141
 TG1141.The orthometric height was determined by differential leveling
 TG1141.and adjusted by the National Geodetic Survey in June 1991..
 TG1141
 TG1141.The geoid height was determined by GEOID03.
 TG1141
 TG1141.The dynamic height is computed by dividing the NAVD 88
 TG1141.geopotential number by the normal gravity value computed on the
 TG1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1141.degrees latitude (g = 980.6199 gals.).
 TG1141
 TG1141.The modeled gravity was interpolated from observed gravity values.
 TG1141
 TG1141;                    North         East    Units  Estimated Accuracy
 TG1141;SPC ND N     -   151,320.      400,780.      MT  (+/- 180 meters Scaled)
 TG1141
 TG1141                          SUPERSEDED SURVEY CONTROL
 TG1141
 TG1141  NGVD 29 (??/??/92)  697.310  (m)         2287.76   (f) ADJ UNCH    1 2
 TG1141
 TG1141.Superseded values are not recommended for survey control.
 TG1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1141.See file dsdata.txt to determine how the superseded data were derived.
 TG1141
 TG1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP343545(NAD 83)
 TG1141_MARKER: DB = BENCH MARK DISK
 TG1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1141_STAMPING: H 387 1946
 TG1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1141+STABILITY: SURFACE MOTION
 TG1141
 TG1141  HISTORY     - Date     Condition        Report By
 TG1141  HISTORY     - 1946     MONUMENTED       CGS
 TG1141  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1141
 TG1141                          STATION DESCRIPTION
 TG1141
 TG1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1141'1.3 MI SW FROM RAY.
 TG1141'ABOUT 1.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1141'STATION AT RAY, ABOUT 60 YARDS SOUTHEAST OF AND ACROSS THE TRACK FROM
 TG1141'MILE POST 95, 101.5 FEET SOUTHEAST OF AND ABOUT 4.0 FEET LOWER THAN
 TG1141'THE CENTER LINE OF THE TRACK, 1.0 FOOT NORTHWEST OF THE RIGHT OF WAY
 TG1141'FENCE AND 1.0 FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 TG1141'DISK STAMPED H 387 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1141'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG1141
 TG1141                          STATION RECOVERY (1981)
 TG1141
 TG1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1206 ***********************************************************************
 TG1206  DESIGNATION -  H 388
 TG1206  PID         -  TG1206
 TG1206  STATE/COUNTY-  ND/WILLIAMS
 TG1206  USGS QUAD   -  CUSSICKS SPRING (1969)
 TG1206
 TG1206                         *CURRENT SURVEY CONTROL
 TG1206  ___________________________________________________________________
 TG1206* NAD 83(1986)-  48 10 38.     (N)    103 12 08.     (W)     SCALED    
 TG1206* NAVD 88     -       693.317  (meters)    2274.66   (feet)  ADJUSTED  
 TG1206  ___________________________________________________________________
 TG1206  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 TG1206  DYNAMIC HT  -         693.412 (meters)    2274.97  (feet)  COMP
 TG1206  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TG1206
 TG1206  VERT ORDER  -  SECOND    CLASS 0
 TG1206
 TG1206.The horizontal coordinates were scaled from a topographic map and have
 TG1206.an estimated accuracy of +/- 6 seconds.
 TG1206
 TG1206.The orthometric height was determined by differential leveling
 TG1206.and adjusted by the National Geodetic Survey in June 1991..
 TG1206
 TG1206.The geoid height was determined by GEOID03.
 TG1206
 TG1206.The dynamic height is computed by dividing the NAVD 88
 TG1206.geopotential number by the normal gravity value computed on the
 TG1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1206.degrees latitude (g = 980.6199 gals.).
 TG1206
 TG1206.The modeled gravity was interpolated from observed gravity values.
 TG1206
 TG1206;                    North         East    Units  Estimated Accuracy
 TG1206;SPC ND N     -   134,410.      399,090.      MT  (+/- 180 meters Scaled)
 TG1206
 TG1206                          SUPERSEDED SURVEY CONTROL
 TG1206
 TG1206  NGVD 29 (??/??/92)  692.826  (m)         2273.05   (f) ADJ UNCH    2 0
 TG1206
 TG1206.Superseded values are not recommended for survey control.
 TG1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1206.See file dsdata.txt to determine how the superseded data were derived.
 TG1206
 TG1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP336375(NAD 83)
 TG1206_MARKER: DB = BENCH MARK DISK
 TG1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1206_STAMPING: H 388 1946
 TG1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1206+STABILITY: SURFACE MOTION
 TG1206
 TG1206  HISTORY     - Date     Condition        Report By
 TG1206  HISTORY     - 1946     MONUMENTED       CGS
 TG1206  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1206
 TG1206                          STATION DESCRIPTION
 TG1206
 TG1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1206'21.6 MI E FROM WILLISTON.
 TG1206'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1206'MAIN STREET, THENCE EASTERLY 21.6 MILES ALONG THE MAIN GRAVELED ROAD
 TG1206'TO SITE OF MARK, BENCH MARK IS 53.0 FEET SOUTH OF AND ABOUT 2.0 FEET
 TG1206'HIGHER THAN THE CENTER LINE OF THE ROAD, 47.0 FEET WEST OF A FARM ROAD
 TG1206'LEADING SOUTH, 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 TG1206'DISK STAMPED H 388 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1206'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE-- RD REBUILT AND R/W
 TG1206'EXTENDED.
 TG1206
 TG1206                          STATION RECOVERY (1969)
 TG1206
 TG1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1278 ***********************************************************************
 TG1278  DESIGNATION -  H 389
 TG1278  PID         -  TG1278
 TG1278  STATE/COUNTY-  ND/WILLIAMS
 TG1278  USGS QUAD   -  RED MIKE HILL (1976)
 TG1278
 TG1278                         *CURRENT SURVEY CONTROL
 TG1278  ___________________________________________________________________
 TG1278* NAD 83(1986)-  48 10 42.     (N)    103 03 56.     (W)     SCALED    
 TG1278* NAVD 88     -       574.099  (meters)    1883.52   (feet)  ADJUSTED  
 TG1278  ___________________________________________________________________
 TG1278  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1278  DYNAMIC HT  -         574.178 (meters)    1883.78  (feet)  COMP
 TG1278  MODELED GRAV-     980,730.7   (mgal)                       NAVD 88
 TG1278
 TG1278  VERT ORDER  -  SECOND    CLASS 0
 TG1278
 TG1278.The horizontal coordinates were scaled from a topographic map and have
 TG1278.an estimated accuracy of +/- 6 seconds.
 TG1278
 TG1278.The orthometric height was determined by differential leveling
 TG1278.and adjusted by the National Geodetic Survey in June 1991..
 TG1278
 TG1278.The geoid height was determined by GEOID03.
 TG1278
 TG1278.The dynamic height is computed by dividing the NAVD 88
 TG1278.geopotential number by the normal gravity value computed on the
 TG1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1278.degrees latitude (g = 980.6199 gals.).
 TG1278
 TG1278.The modeled gravity was interpolated from observed gravity values.
 TG1278
 TG1278;                    North         East    Units  Estimated Accuracy
 TG1278;SPC ND N     -   134,190.      409,250.      MT  (+/- 180 meters Scaled)
 TG1278
 TG1278                          SUPERSEDED SURVEY CONTROL
 TG1278
 TG1278  NGVD 29 (??/??/92)  573.612  (m)         1881.93   (f) ADJ UNCH    2 0
 TG1278
 TG1278.Superseded values are not recommended for survey control.
 TG1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1278.See file dsdata.txt to determine how the superseded data were derived.
 TG1278
 TG1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP438379(NAD 83)
 TG1278_MARKER: DB = BENCH MARK DISK
 TG1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1278_SP_SET: CONCRETE DRILL HOLE
 TG1278_STAMPING: H 389 1946
 TG1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1278
 TG1278  HISTORY     - Date     Condition        Report By
 TG1278  HISTORY     - 1946     MONUMENTED       CGS
 TG1278
 TG1278                          STATION DESCRIPTION
 TG1278
 TG1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1278'15.1 MI SE FROM RAY.
 TG1278'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1278'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 14.7 MILES ALONG
 TG1278'THE RAY-HOFFLUND ROAD, THENCE SOUTH 0.3 MILE ALONG A GRADED DIRT ROAD
 TG1278'TO SITE OF MARK, BENCH MARK IS 10.0 FEET WEST OF AND ABOUT 1.0 FOOT
 TG1278'HIGHER THAN THE CENTER LINE OF THE ROAD, ON TOP OF THE NORTHEAST END
 TG1278'OF THE SOUTHWEST WINGWALL OF AN 8 X 8 FT. CONCRETE CULVERT.  A BRONZE
 TG1278'DISK STAMPED H 389 1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0284 ***********************************************************************
 RQ0284  DESIGNATION -  H 39
 RQ0284  PID         -  RQ0284
 RQ0284  STATE/COUNTY-  ND/LOGAN
 RQ0284  USGS QUAD   -  GACKLE NORTH (1983)
 RQ0284
 RQ0284                         *CURRENT SURVEY CONTROL
 RQ0284  ___________________________________________________________________
 RQ0284* NAD 83(1986)-  46 37 37.     (N)    099 08 15.     (W)     SCALED    
 RQ0284* NAVD 88     -       593.978  (meters)    1948.74   (feet)  ADJUSTED  
 RQ0284  ___________________________________________________________________
 RQ0284  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 RQ0284  DYNAMIC HT  -         593.974 (meters)    1948.73  (feet)  COMP
 RQ0284  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 RQ0284
 RQ0284  VERT ORDER  -  SECOND    CLASS 0
 RQ0284
 RQ0284.The horizontal coordinates were scaled from a topographic map and have
 RQ0284.an estimated accuracy of +/- 6 seconds.
 RQ0284
 RQ0284.The orthometric height was determined by differential leveling
 RQ0284.and adjusted by the National Geodetic Survey in June 1991..
 RQ0284
 RQ0284.The geoid height was determined by GEOID03.
 RQ0284
 RQ0284.The dynamic height is computed by dividing the NAVD 88
 RQ0284.geopotential number by the normal gravity value computed on the
 RQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0284.degrees latitude (g = 980.6199 gals.).
 RQ0284
 RQ0284.The modeled gravity was interpolated from observed gravity values.
 RQ0284
 RQ0284;                    North         East    Units  Estimated Accuracy
 RQ0284;SPC ND S     -   107,650.      704,330.      MT  (+/- 180 meters Scaled)
 RQ0284
 RQ0284                          SUPERSEDED SURVEY CONTROL
 RQ0284
 RQ0284  NGVD 29 (??/??/92)  593.552  (m)         1947.35   (f) ADJ UNCH    2 0
 RQ0284
 RQ0284.Superseded values are not recommended for survey control.
 RQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0284.See file dsdata.txt to determine how the superseded data were derived.
 RQ0284
 RQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS894637(NAD 83)
 RQ0284_MARKER: DB = BENCH MARK DISK
 RQ0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0284_SP_SET: STEP
 RQ0284_STAMPING: H 39 1934
 RQ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0284
 RQ0284  HISTORY     - Date     Condition        Report By
 RQ0284  HISTORY     - 1934     MONUMENTED       CGS
 RQ0284  HISTORY     - 1960     GOOD             NGS
 RQ0284  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0284
 RQ0284                          STATION DESCRIPTION
 RQ0284
 RQ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0284'IN GACKLE.
 RQ0284'IN THE EASTERN PART OF GACKLE, LOGAN COUNTY, AT THE BRICK HIGH SCHOOL,
 RQ0284'AT THE MORE SOUTHERLY OF THE TWO WEST ENTRANCES, AND IN THE CENTER OF
 RQ0284'THE TOP OF THE CONCRETE STEP.  A STANDARD DISK, STAMPED H 39 1934.
 RQ0284'NOTE-- THE STAMPING HAS BEEN WORN OFF THE DISK AS IT IS NEAR THE
 RQ0284'CENTER OF THE SCHOOL ENTRANCE.
 RQ0284
 RQ0284                          STATION RECOVERY (1978)
 RQ0284
 RQ0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0917 ***********************************************************************
 TG0917  DESIGNATION -  H 390
 TG0917  PID         -  TG0917
 TG0917  STATE/COUNTY-  ND/WILLIAMS
 TG0917  USGS QUAD   -  CHARLSON NW (1965)
 TG0917
 TG0917                         *CURRENT SURVEY CONTROL
 TG0917  ___________________________________________________________________
 TG0917* NAD 83(1986)-  48 08 49.     (N)    102 53 40.     (W)     SCALED    
 TG0917* NAVD 88     -       554.686  (meters)    1819.83   (feet)  ADJUSTED  
 TG0917  ___________________________________________________________________
 TG0917  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG0917  DYNAMIC HT  -         554.767 (meters)    1820.10  (feet)  COMP
 TG0917  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 TG0917
 TG0917  VERT ORDER  -  SECOND    CLASS 0
 TG0917
 TG0917.The horizontal coordinates were scaled from a topographic map and have
 TG0917.an estimated accuracy of +/- 6 seconds.
 TG0917
 TG0917.The orthometric height was determined by differential leveling
 TG0917.and adjusted by the National Geodetic Survey in June 1991..
 TG0917
 TG0917.The geoid height was determined by GEOID03.
 TG0917
 TG0917.The dynamic height is computed by dividing the NAVD 88
 TG0917.geopotential number by the normal gravity value computed on the
 TG0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0917.degrees latitude (g = 980.6199 gals.).
 TG0917
 TG0917.The modeled gravity was interpolated from observed gravity values.
 TG0917
 TG0917;                    North         East    Units  Estimated Accuracy
 TG0917;SPC ND N     -   130,290.      421,860.      MT  (+/- 180 meters Scaled)
 TG0917
 TG0917                          SUPERSEDED SURVEY CONTROL
 TG0917
 TG0917  NGVD 29 (??/??/92)  554.211  (m)         1818.27   (f) ADJ UNCH    2 0
 TG0917
 TG0917.Superseded values are not recommended for survey control.
 TG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0917.See file dsdata.txt to determine how the superseded data were derived.
 TG0917
 TG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP566347(NAD 83)
 TG0917_MARKER: DB = BENCH MARK DISK
 TG0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0917_STAMPING: H 390 1946
 TG0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0917+STABILITY: SURFACE MOTION
 TG0917
 TG0917  HISTORY     - Date     Condition        Report By
 TG0917  HISTORY     - 1946     MONUMENTED       CGS
 TG0917  HISTORY     - 1964     MARK NOT FOUND   USGS
 TG0917
 TG0917                          STATION DESCRIPTION
 TG0917
 TG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0917'22.4 MI NW FROM SANISH.
 TG0917'ABOUT 22.4 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0917'OFFICE AT SANISH, AT THE SOUTHWEST CORNER OF A SCHOOLYARD, 184.0 FEET
 TG0917'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL HOUSE, 62.0 FEET
 TG0917'NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 43.4 FEET
 TG0917'NORTHEAST OF A FENCE CORNER, 2.0 FEET SOUTHEAST OF A FENCE AND 1.0
 TG0917'FOOT SOUTHWEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED H
 TG0917'390 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 TG0917'INCHES ABOVE GROUND.  NOTE-- UNDER WATER.
 TG0917
 TG0917                          STATION RECOVERY (1964)
 TG0917
 TG0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TG0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0028 ***********************************************************************
 SO0028  DESIGNATION -  H 391
 SO0028  PID         -  SO0028
 SO0028  STATE/COUNTY-  ND/MOUNTRAIL
 SO0028  USGS QUAD   -  NEW TOWN SE (1967)
 SO0028
 SO0028                         *CURRENT SURVEY CONTROL
 SO0028  ___________________________________________________________________
 SO0028* NAD 83(1986)-  47 50 51.     (N)    102 21 54.     (W)     SCALED    
 SO0028* NAVD 88     -       541.890  (meters)    1777.85   (feet)  ADJUSTED  
 SO0028  ___________________________________________________________________
 SO0028  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 SO0028  DYNAMIC HT  -         541.969 (meters)    1778.11  (feet)  COMP
 SO0028  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 SO0028
 SO0028  VERT ORDER  -  SECOND    CLASS 0
 SO0028
 SO0028.The horizontal coordinates were scaled from a topographic map and have
 SO0028.an estimated accuracy of +/- 6 seconds.
 SO0028
 SO0028.The orthometric height was determined by differential leveling
 SO0028.and adjusted by the National Geodetic Survey in June 1991..
 SO0028
 SO0028.The geoid height was determined by GEOID03.
 SO0028
 SO0028.The dynamic height is computed by dividing the NAVD 88
 SO0028.geopotential number by the normal gravity value computed on the
 SO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0028.degrees latitude (g = 980.6199 gals.).
 SO0028
 SO0028.The modeled gravity was interpolated from observed gravity values.
 SO0028
 SO0028;                    North         East    Units  Estimated Accuracy
 SO0028;SPC ND N     -    95,920.      460,440.      MT  (+/- 180 meters Scaled)
 SO0028
 SO0028                          SUPERSEDED SURVEY CONTROL
 SO0028
 SO0028  NGVD 29 (??/??/92)  541.464  (m)         1776.45   (f) ADJ UNCH    2 0
 SO0028
 SO0028.Superseded values are not recommended for survey control.
 SO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0028.See file dsdata.txt to determine how the superseded data were derived.
 SO0028
 SO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP971027(NAD 83)
 SO0028_MARKER: DB = BENCH MARK DISK
 SO0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0028_STAMPING: H 391 1946
 SO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0028+STABILITY: SURFACE MOTION
 SO0028
 SO0028  HISTORY     - Date     Condition        Report By
 SO0028  HISTORY     - 1946     MONUMENTED       CGS
 SO0028
 SO0028                          STATION DESCRIPTION
 SO0028
 SO0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0028'2.6 MI NW FROM SHELL CREEK.
 SO0028'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO WEST 0.8 MILE ALONG A
 SO0028'GRAVELED ROAD, THENCE NORTH 1.8 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0028'MARK, BENCH MARK IS AT THE MOUNTRAIL-MCLEAN COUNTY LINE, 62.0 FEET
 SO0028'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 58.0 FEET NORTH
 SO0028'OF AN EAST-WEST SECTION LINE FENCE, 39.0 FEET EAST OF AND ABOUT 3.0
 SO0028'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A FENCE
 SO0028'AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED
 SO0028'H 391 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 SO0028'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0004 ***********************************************************************
 SO0004  DESIGNATION -  H 392
 SO0004  PID         -  SO0004
 SO0004  STATE/COUNTY-  ND/MCLEAN
 SO0004  USGS QUAD   -  TWIN BUTTES (1967)
 SO0004
 SO0004                         *CURRENT SURVEY CONTROL
 SO0004  ___________________________________________________________________
 SO0004* NAD 83(1986)-  47 36 10.     (N)    102 13 58.     (W)     SCALED    
 SO0004* NAVD 88     -       531.683  (meters)    1744.36   (feet)  ADJUSTED  
 SO0004  ___________________________________________________________________
 SO0004  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 SO0004  DYNAMIC HT  -         531.742 (meters)    1744.56  (feet)  COMP
 SO0004  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SO0004
 SO0004  VERT ORDER  -  SECOND    CLASS 0
 SO0004
 SO0004.The horizontal coordinates were scaled from a topographic map and have
 SO0004.an estimated accuracy of +/- 6 seconds.
 SO0004
 SO0004.The orthometric height was determined by differential leveling
 SO0004.and adjusted by the National Geodetic Survey in June 1991..
 SO0004
 SO0004.The geoid height was determined by GEOID03.
 SO0004
 SO0004.The dynamic height is computed by dividing the NAVD 88
 SO0004.geopotential number by the normal gravity value computed on the
 SO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0004.degrees latitude (g = 980.6199 gals.).
 SO0004
 SO0004.The modeled gravity was interpolated from observed gravity values.
 SO0004
 SO0004;                    North         East    Units  Estimated Accuracy
 SO0004;SPC ND N     -    68,480.      469,720.      MT  (+/- 180 meters Scaled)
 SO0004
 SO0004                          SUPERSEDED SURVEY CONTROL
 SO0004
 SO0004  NGVD 29 (??/??/92)  531.273  (m)         1743.02   (f) ADJ UNCH    2 0
 SO0004
 SO0004.Superseded values are not recommended for survey control.
 SO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0004.See file dsdata.txt to determine how the superseded data were derived.
 SO0004
 SO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN079758(NAD 83)
 SO0004_MARKER: DB = BENCH MARK DISK
 SO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0004_STAMPING: H 392 1946
 SO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0004+STABILITY: SURFACE MOTION
 SO0004
 SO0004  HISTORY     - Date     Condition        Report By
 SO0004  HISTORY     - 1946     MONUMENTED       CGS
 SO0004
 SO0004                          STATION DESCRIPTION
 SO0004
 SO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0004'5.5 MI NW FROM ELBOWOODS.
 SO0004'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0004'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0004'8, THENCE NORTHWESTERLY 3.3 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0004'MARK, BENCH MARK IS ABOUT 0.1 MILE NORTH-NORTHWEST OF A FARMHOUSE,
 SO0004'73.0 FEET NORTHWEST OF THE NORTH END OF A CONCRETE TUBE CULVERT, 50.0
 SO0004'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD AND 1.0
 SO0004'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED H 392
 SO0004'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 SO0004'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0050 ***********************************************************************
 SO0050  DESIGNATION -  H 394
 SO0050  PID         -  SO0050
 SO0050  STATE/COUNTY-  ND/MOUNTRAIL
 SO0050  USGS QUAD   -  NEW TOWN (1981)
 SO0050
 SO0050                         *CURRENT SURVEY CONTROL
 SO0050  ___________________________________________________________________
 SO0050* NAD 83(1986)-  47 56 53.     (N)    102 23 02.     (W)     SCALED    
 SO0050* NAVD 88     -       556.315  (meters)    1825.18   (feet)  ADJUSTED  
 SO0050  ___________________________________________________________________
 SO0050  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0050  DYNAMIC HT  -         556.396 (meters)    1825.44  (feet)  COMP
 SO0050  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 SO0050
 SO0050  VERT ORDER  -  SECOND    CLASS 0
 SO0050
 SO0050.The horizontal coordinates were scaled from a topographic map and have
 SO0050.an estimated accuracy of +/- 6 seconds.
 SO0050
 SO0050.The orthometric height was determined by differential leveling
 SO0050.and adjusted by the National Geodetic Survey in June 1991..
 SO0050
 SO0050.The geoid height was determined by GEOID03.
 SO0050
 SO0050.The dynamic height is computed by dividing the NAVD 88
 SO0050.geopotential number by the normal gravity value computed on the
 SO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0050.degrees latitude (g = 980.6199 gals.).
 SO0050
 SO0050.The modeled gravity was interpolated from observed gravity values.
 SO0050
 SO0050;                    North         East    Units  Estimated Accuracy
 SO0050;SPC ND N     -   107,130.      459,300.      MT  (+/- 180 meters Scaled)
 SO0050
 SO0050                          SUPERSEDED SURVEY CONTROL
 SO0050
 SO0050  NGVD 29 (??/??/92)  555.880  (m)         1823.75   (f) ADJ UNCH    2 0
 SO0050
 SO0050.Superseded values are not recommended for survey control.
 SO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0050.See file dsdata.txt to determine how the superseded data were derived.
 SO0050
 SO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP953138(NAD 83)
 SO0050_MARKER: DB = BENCH MARK DISK
 SO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0050_STAMPING: H 394 1946
 SO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0050+STABILITY: SURFACE MOTION
 SO0050
 SO0050  HISTORY     - Date     Condition        Report By
 SO0050  HISTORY     - 1946     MONUMENTED       CGS
 SO0050  HISTORY     - 1963     GOOD             NGS
 SO0050
 SO0050                          STATION DESCRIPTION
 SO0050
 SO0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0050'6.0 MI SE FROM NEW TOWN.
 SO0050'ABOUT 4.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0050'NEW TOWN, THENCE 2.1 MILES SOUTH ALONG AN ABANDONED COUNTY ROAD,
 SO0050'THENCE 0.1 MILE EAST ALONG AN ABANDONED RAILROAD, IN A SHALLOW RAVINE,
 SO0050'46 FEET NORTH OF THE CENTERLINE OF THE ABANDONED RAILROAD, 1.4 FEET
 SO0050'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SO0050'ABANDONED RAILROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SO0050'INCHES, S 30, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0885 ***********************************************************************
 TG0885  DESIGNATION -  H 395
 TG0885  PID         -  TG0885
 TG0885  STATE/COUNTY-  ND/MOUNTRAIL
 TG0885  USGS QUAD   -  WHITE EARTH (1969)
 TG0885
 TG0885                         *CURRENT SURVEY CONTROL
 TG0885  ___________________________________________________________________
 TG0885* NAD 83(1986)-  48 26 15.     (N)    102 47 55.     (W)     SCALED    
 TG0885* NAVD 88     -       717.436  (meters)    2353.79   (feet)  ADJUSTED  
 TG0885  ___________________________________________________________________
 TG0885  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0885  DYNAMIC HT  -         717.548 (meters)    2354.16  (feet)  COMP
 TG0885  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 TG0885
 TG0885  VERT ORDER  -  SECOND    CLASS 0
 TG0885
 TG0885.The horizontal coordinates were scaled from a topographic map and have
 TG0885.an estimated accuracy of +/- 6 seconds.
 TG0885
 TG0885.The orthometric height was determined by differential leveling
 TG0885.and adjusted by the National Geodetic Survey in June 1991..
 TG0885
 TG0885.The geoid height was determined by GEOID03.
 TG0885
 TG0885.The dynamic height is computed by dividing the NAVD 88
 TG0885.geopotential number by the normal gravity value computed on the
 TG0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0885.degrees latitude (g = 980.6199 gals.).
 TG0885
 TG0885.The modeled gravity was interpolated from observed gravity values.
 TG0885
 TG0885;                    North         East    Units  Estimated Accuracy
 TG0885;SPC ND N     -   162,360.      429,950.      MT  (+/- 180 meters Scaled)
 TG0885
 TG0885                          SUPERSEDED SURVEY CONTROL
 TG0885
 TG0885  NGVD 29 (??/??/92)  716.963  (m)         2352.24   (f) ADJ UNCH    2 0
 TG0885
 TG0885.Superseded values are not recommended for survey control.
 TG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0885.See file dsdata.txt to determine how the superseded data were derived.
 TG0885
 TG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP628672(NAD 83)
 TG0885_MARKER: DB = BENCH MARK DISK
 TG0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0885_STAMPING: H 395 1946
 TG0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0885+STABILITY: SURFACE MOTION
 TG0885
 TG0885  HISTORY     - Date     Condition        Report By
 TG0885  HISTORY     - 1946     MONUMENTED       CGS
 TG0885
 TG0885                          STATION DESCRIPTION
 TG0885
 TG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0885'4.6 MI N FROM WHITE EARTH.
 TG0885'4.6 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0885'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, AT THE JUNCTION OF A
 TG0885'FARM DRIVE LEADING EAST, 41 FEET EAST OF THE CENTERLINE OF THE ROAD 23
 TG0885'FEET NORTH OF THE CENTERLINE OF THE DRIVE, 15 FEET SOUTH OF THE SOUTH
 TG0885'EDGE OF A LARGE ROCKPIKE, 7.4 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 TG0885'SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 TG0885'ROAD.  A STANDARD DISK, STAMPED H 395 1946 AND SET IN THE TOP OF A
 TG0885'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0544 ***********************************************************************
 SO0544  DESIGNATION -  H 396
 SO0544  PID         -  SO0544
 SO0544  STATE/COUNTY-  ND/MCKENZIE
 SO0544  USGS QUAD   -  SCHAFER (1978)
 SO0544
 SO0544                         *CURRENT SURVEY CONTROL
 SO0544  ___________________________________________________________________
 SO0544* NAD 83(1986)-  47 51 06.     (N)    103 11 53.     (W)     SCALED    
 SO0544* NAVD 88     -       625.196  (meters)    2051.16   (feet)  ADJUSTED  
 SO0544  ___________________________________________________________________
 SO0544  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 SO0544  DYNAMIC HT  -         625.261 (meters)    2051.38  (feet)  COMP
 SO0544  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 SO0544
 SO0544  VERT ORDER  -  SECOND    CLASS 0
 SO0544
 SO0544.The horizontal coordinates were scaled from a topographic map and have
 SO0544.an estimated accuracy of +/- 6 seconds.
 SO0544
 SO0544.The orthometric height was determined by differential leveling
 SO0544.and adjusted by the National Geodetic Survey in June 1991..
 SO0544
 SO0544.The geoid height was determined by GEOID03.
 SO0544
 SO0544.The dynamic height is computed by dividing the NAVD 88
 SO0544.geopotential number by the normal gravity value computed on the
 SO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0544.degrees latitude (g = 980.6199 gals.).
 SO0544
 SO0544.The modeled gravity was interpolated from observed gravity values.
 SO0544
 SO0544;                    North         East    Units  Estimated Accuracy
 SO0544;SPC ND N     -    98,230.      398,130.      MT  (+/- 180 meters Scaled)
 SO0544
 SO0544                          SUPERSEDED SURVEY CONTROL
 SO0544
 SO0544  NGVD 29 (??/??/92)  624.684  (m)         2049.48   (f) ADJ UNCH    2 0
 SO0544
 SO0544.Superseded values are not recommended for survey control.
 SO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0544.See file dsdata.txt to determine how the superseded data were derived.
 SO0544
 SO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP348013(NAD 83)
 SO0544_MARKER: DB = BENCH MARK DISK
 SO0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0544_STAMPING: H 396 1946
 SO0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0544+STABILITY: SURFACE MOTION
 SO0544
 SO0544  HISTORY     - Date     Condition        Report By
 SO0544  HISTORY     - 1946     MONUMENTED       CGS
 SO0544  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0544  HISTORY     - 1979     MARK NOT FOUND   NGS
 SO0544
 SO0544                          STATION DESCRIPTION
 SO0544
 SO0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0544'7.4 MI NE FROM WATFORD CITY.
 SO0544'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0544'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 4.0 MILES NORTH
 SO0544'ALONG A GRAVELED COUNTY ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF
 SO0544'THE GRAVELED ROAD ON THE INSIDE OF A RIGHT ANGLE TURN, 3 FEET SOUTH OF
 SO0544'A 4 X 4 IN. MARKER POST.  NOTE-- ROAD WIDENED.
 SO0544
 SO0544                          STATION RECOVERY (1975)
 SO0544
 SO0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0544'MARK NOT FOUND.
 SO0544
 SO0544                          STATION RECOVERY (1979)
 SO0544
 SO0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SO0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1253 ***********************************************************************
 TG1253  DESIGNATION -  H 397
 TG1253  PID         -  TG1253
 TG1253  STATE/COUNTY-  ND/MCKENZIE
 TG1253  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1253
 TG1253                         *CURRENT SURVEY CONTROL
 TG1253  ___________________________________________________________________
 TG1253* NAD 83(1986)-  48 06 21.     (N)    103 04 54.     (W)     SCALED    
 TG1253* NAVD 88     -       621.568  (meters)    2039.26   (feet)  ADJUSTED  
 TG1253  ___________________________________________________________________
 TG1253  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TG1253  DYNAMIC HT  -         621.652 (meters)    2039.54  (feet)  COMP
 TG1253  MODELED GRAV-     980,726.3   (mgal)                       NAVD 88
 TG1253
 TG1253  VERT ORDER  -  SECOND    CLASS 0
 TG1253
 TG1253.The horizontal coordinates were scaled from a topographic map and have
 TG1253.an estimated accuracy of +/- 6 seconds.
 TG1253
 TG1253.The orthometric height was determined by differential leveling
 TG1253.and adjusted by the National Geodetic Survey in June 1991..
 TG1253
 TG1253.The geoid height was determined by GEOID03.
 TG1253
 TG1253.The dynamic height is computed by dividing the NAVD 88
 TG1253.geopotential number by the normal gravity value computed on the
 TG1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1253.degrees latitude (g = 980.6199 gals.).
 TG1253
 TG1253.The modeled gravity was interpolated from observed gravity values.
 TG1253
 TG1253;                    North         East    Units  Estimated Accuracy
 TG1253;SPC ND N     -   126,170.      407,790.      MT  (+/- 180 meters Scaled)
 TG1253
 TG1253                          SUPERSEDED SURVEY CONTROL
 TG1253
 TG1253  NGVD 29 (??/??/92)  621.081  (m)         2037.66   (f) ADJ UNCH    2 0
 TG1253
 TG1253.Superseded values are not recommended for survey control.
 TG1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1253.See file dsdata.txt to determine how the superseded data were derived.
 TG1253
 TG1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP428298(NAD 83)
 TG1253_MARKER: DB = BENCH MARK DISK
 TG1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1253_STAMPING: H 397 1946
 TG1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1253+STABILITY: SURFACE MOTION
 TG1253
 TG1253  HISTORY     - Date     Condition        Report By
 TG1253  HISTORY     - 1946     MONUMENTED       CGS
 TG1253  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1253
 TG1253                          STATION DESCRIPTION
 TG1253
 TG1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1253'29.9 MI NE FROM WATFORD CITY.
 TG1253'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 23 FROM THE GREAT NORTHERN
 TG1253'RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES NORTH ALONG A
 TG1253'GRAVELED COUNTY ROAD TO BANKS SCHOOL, THENCE 8.4 MILES NORTHEAST ALONG
 TG1253'TOBACCO CREEK ROAD TO A TRACK ROAD AND FENCE LINE LEADING EAST, THENCE
 TG1253'EAST 1.2 MILES ALONG THE TRACK ROAD TO THE TOP OF A DIVIDE AND THE
 TG1253'SITE OF THE MARK.  ABOUT 0.2 MILE EAST OF A GAP IN THE EAST AND WEST
 TG1253'FENCE, 10 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET EAST
 TG1253'OF A 4X4 MARKER POST.  NOTE-- THE TRACK ROAD HAS BEEN GRADED INTO A
 TG1253'ROAD BED.
 TG1253
 TG1253                          STATION RECOVERY (1975)
 TG1253
 TG1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0496 ***********************************************************************
 SO0496  DESIGNATION -  H 398
 SO0496  PID         -  SO0496
 SO0496  STATE/COUNTY-  ND/MCKENZIE
 SO0496  USGS QUAD   -  MANDAREE (1970)
 SO0496
 SO0496                         *CURRENT SURVEY CONTROL
 SO0496  ___________________________________________________________________
 SO0496* NAD 83(1986)-  47 41 13.     (N)    102 39 09.     (W)     SCALED    
 SO0496* NAVD 88     -       710.117  (meters)    2329.78   (feet)  ADJUSTED  
 SO0496  ___________________________________________________________________
 SO0496  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 SO0496  DYNAMIC HT  -         710.178 (meters)    2329.98  (feet)  COMP
 SO0496  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 SO0496
 SO0496  VERT ORDER  -  SECOND    CLASS 0
 SO0496
 SO0496.The horizontal coordinates were scaled from a topographic map and have
 SO0496.an estimated accuracy of +/- 6 seconds.
 SO0496
 SO0496.The orthometric height was determined by differential leveling
 SO0496.and adjusted by the National Geodetic Survey in June 1991..
 SO0496
 SO0496.The geoid height was determined by GEOID03.
 SO0496
 SO0496.The dynamic height is computed by dividing the NAVD 88
 SO0496.geopotential number by the normal gravity value computed on the
 SO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0496.degrees latitude (g = 980.6199 gals.).
 SO0496
 SO0496.The modeled gravity was interpolated from observed gravity values.
 SO0496
 SO0496;                    North         East    Units  Estimated Accuracy
 SO0496;SPC ND N     -    78,630.      438,430.      MT  (+/- 180 meters Scaled)
 SO0496
 SO0496                          SUPERSEDED SURVEY CONTROL
 SO0496
 SO0496  NGVD 29 (??/??/92)  709.634  (m)         2328.19   (f) ADJ UNCH    2 0
 SO0496
 SO0496.Superseded values are not recommended for survey control.
 SO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0496.See file dsdata.txt to determine how the superseded data were derived.
 SO0496
 SO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN761841(NAD 83)
 SO0496_MARKER: DB = BENCH MARK DISK
 SO0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0496_STAMPING: H 398 1946
 SO0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0496+STABILITY: SURFACE MOTION
 SO0496
 SO0496  HISTORY     - Date     Condition        Report By
 SO0496  HISTORY     - 1946     MONUMENTED       CGS
 SO0496
 SO0496                          STATION DESCRIPTION
 SO0496
 SO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0496'38.7 MI SE FROM WATFORD CITY.
 SO0496'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0496'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0496'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 8.9 MILES
 SO0496'EAST ALONG A GRADED DIRT ROAD TO MARK ABOUT 160 FEET EAST OF A Y-ROAD
 SO0496'INTERSECTION, 60 FEET EAST OF A CATTLE GUARD IN AN EAST-WEST FENCE
 SO0496'LINE, 27 FEET SOUTH OF THE CENTER LINE OF GRADED DIRT ROAD, 3 FEET
 SO0496'WEST OF A 4 X 4 IN. MARKER POST.  NOTE-- 18.4 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0507 ***********************************************************************
 SO0507  DESIGNATION -  H 399
 SO0507  PID         -  SO0507
 SO0507  STATE/COUNTY-  ND/DUNN
 SO0507  USGS QUAD   -  MANDAREE NE (1970)
 SO0507
 SO0507                         *CURRENT SURVEY CONTROL
 SO0507  ___________________________________________________________________
 SO0507* NAD 83(1986)-  47 44 40.     (N)    102 30 22.     (W)     SCALED    
 SO0507* NAVD 88     -       658.837  (meters)    2161.53   (feet)  ADJUSTED  
 SO0507  ___________________________________________________________________
 SO0507  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 SO0507  DYNAMIC HT  -         658.911 (meters)    2161.78  (feet)  COMP
 SO0507  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 SO0507
 SO0507  VERT ORDER  -  SECOND    CLASS 0
 SO0507
 SO0507.The horizontal coordinates were scaled from a topographic map and have
 SO0507.an estimated accuracy of +/- 6 seconds.
 SO0507
 SO0507.The orthometric height was determined by differential leveling
 SO0507.and adjusted by the National Geodetic Survey in June 1991..
 SO0507
 SO0507.The geoid height was determined by GEOID03.
 SO0507
 SO0507.The dynamic height is computed by dividing the NAVD 88
 SO0507.geopotential number by the normal gravity value computed on the
 SO0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0507.degrees latitude (g = 980.6199 gals.).
 SO0507
 SO0507.The modeled gravity was interpolated from observed gravity values.
 SO0507
 SO0507;                    North         East    Units  Estimated Accuracy
 SO0507;SPC ND S     -   232,900.      449,560.      MT  (+/- 180 meters Scaled)
 SO0507
 SO0507                          SUPERSEDED SURVEY CONTROL
 SO0507
 SO0507  NGVD 29 (??/??/92)  658.379  (m)         2160.03   (f) ADJ UNCH    2 0
 SO0507
 SO0507.Superseded values are not recommended for survey control.
 SO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0507.See file dsdata.txt to determine how the superseded data were derived.
 SO0507
 SO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN869909(NAD 83)
 SO0507_MARKER: DB = BENCH MARK DISK
 SO0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0507_STAMPING: H 399 1946
 SO0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0507+STABILITY: SURFACE MOTION
 SO0507
 SO0507  HISTORY     - Date     Condition        Report By
 SO0507  HISTORY     - 1946     MONUMENTED       CGS
 SO0507
 SO0507                          STATION DESCRIPTION
 SO0507
 SO0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0507'27.9 MI S FROM SANISH.
 SO0507'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0507'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0507'GRAVELED ROAD (THIS GRAVEL ROAD GRADUALLY DIMINISHES TO A DIRT TRACK
 SO0507'ROAD) TO A Y-ROAD INTERSECTION, THENCE 4.2 MILES SOUTHEAST ALONG A
 SO0507'DIRT TRACK ROAD TO THE MARK, ABOUT 0.2 MILE WEST OF A SMALL CULVERT,
 SO0507'ABOUT 200 FEET WEST OF THE FLOWLINE OF A VALLEY, 20 FEET NORTH OF THE
 SO0507'CENTER LINE OF THE TRACK ROAD, 3 FEET EAST OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0926 ***********************************************************************
 TF0926  DESIGNATION -  H 4
 TF0926  PID         -  TF0926
 TF0926  STATE/COUNTY-  ND/WARD
 TF0926  USGS QUAD   -  MINOT (1979)
 TF0926
 TF0926                         *CURRENT SURVEY CONTROL
 TF0926  ___________________________________________________________________
 TF0926* NAD 83(1986)-  48 14 14.     (N)    101 17 34.     (W)     SCALED    
 TF0926* NAVD 88     -       477.037  (meters)    1565.08   (feet)  ADJUSTED  
 TF0926  ___________________________________________________________________
 TF0926  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF0926  DYNAMIC HT  -         477.115 (meters)    1565.33  (feet)  COMP
 TF0926  MODELED GRAV-     980,760.6   (mgal)                       NAVD 88
 TF0926
 TF0926  VERT ORDER  -  FIRST     CLASS II
 TF0926
 TF0926.The horizontal coordinates were scaled from a topographic map and have
 TF0926.an estimated accuracy of +/- 6 seconds.
 TF0926
 TF0926.The orthometric height was determined by differential leveling
 TF0926.and adjusted by the National Geodetic Survey in June 1991..
 TF0926.WARNING-Repeat measurements at this control monument indicate possible
 TF0926.vertical movement.
 TF0926
 TF0926.The geoid height was determined by GEOID03.
 TF0926
 TF0926.The dynamic height is computed by dividing the NAVD 88
 TF0926.geopotential number by the normal gravity value computed on the
 TF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0926.degrees latitude (g = 980.6199 gals.).
 TF0926
 TF0926.The modeled gravity was interpolated from observed gravity values.
 TF0926
 TF0926;                    North         East    Units  Estimated Accuracy
 TF0926;SPC ND N     -   137,860.      541,120.      MT  (+/- 180 meters Scaled)
 TF0926
 TF0926                          SUPERSEDED SURVEY CONTROL
 TF0926
 TF0926  NGVD 29 (??/??/92)  476.670  (m)         1563.87   (f) ADJ UNCH    1 2
 TF0926
 TF0926.Superseded values are not recommended for survey control.
 TF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0926.See file dsdata.txt to determine how the superseded data were derived.
 TF0926
 TF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU297452(NAD 83)
 TF0926_MARKER: Z = SEE DESCRIPTION
 TF0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0926_SP_SET: STEPS
 TF0926_MARK LOGO: CGS   
 TF0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0926
 TF0926  HISTORY     - Date     Condition        Report By
 TF0926  HISTORY     - UNK      MONUMENTED       SOORR
 TF0926  HISTORY     - 1962     GOOD             NGS
 TF0926  HISTORY     - 1981     GOOD             NGS
 TF0926  HISTORY     - 1982     GOOD             NGS
 TF0926
 TF0926                          STATION DESCRIPTION
 TF0926
 TF0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0926'IN MINOT.
 TF0926'0.2 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TF0926'RAILROAD FROM THE GREAT NORTHERN RAILROAD STATION AT MINOT, AT THE
 TF0926'CROSSING OF NORTH MAIN STREET, AT THE EAST EDGE OF THE SIDEWALK ALONG
 TF0926'THE EAST SIDE OF MAIN STREET AND ACROSS MAIN STREET FROM THE
 TF0926'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, 5.1 FEET
 TF0926'NORTH OF THE NORTHWEST CORNER OF THE MAIN RADIO AND RECORD SHOP, AT
 TF0926'THE TOP OF THE STEPS LEADING TO THE BASEMENT OF THE BUILDING, 29.1
 TF0926'FEET SOUTH OF THE SOUTH RAIL, A 2-INCH STEEL POST, AND ABOUT 2 INCHES
 TF0926'ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TF0926'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 TF0926
 TF0926                          STATION RECOVERY (1981)
 TF0926
 TF0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0926'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE WITH
 TF0926'THE EXCEPTION THAT THE MAIN RADIO AND RECORD SHOP IS NOW THE S.D.
 TF0926'KIVLEY JEWELRY STORE.
 TF0926
 TF0926                          STATION RECOVERY (1982)
 TF0926
 TF0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0926'RECOVERED THIS DATE, NOTE, THE MAIN RADIO AND RECORD SHOP IS NOW S.D.
 TF0926'KIVLEY JEWELRY STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1053 ***********************************************************************
 SN1053  DESIGNATION -  H 4 B 1
 SN1053  PID         -  SN1053
 SN1053  STATE/COUNTY-  ND/MOUNTRAIL
 SN1053  USGS QUAD   -  WABEK (1980)
 SN1053
 SN1053                         *CURRENT SURVEY CONTROL
 SN1053  ___________________________________________________________________
 SN1053* NAD 83(1986)-  47 58 28.     (N)    102 00 00.     (W)     SCALED    
 SN1053* NAVD 88     -       635.033  (meters)    2083.44   (feet)  ADJUSTED  
 SN1053  ___________________________________________________________________
 SN1053  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SN1053  DYNAMIC HT  -         635.123 (meters)    2083.73  (feet)  COMP
 SN1053  MODELED GRAV-     980,732.5   (mgal)                       NAVD 88
 SN1053
 SN1053  VERT ORDER  -  SECOND    CLASS 0
 SN1053
 SN1053.The horizontal coordinates were scaled from a topographic map and have
 SN1053.an estimated accuracy of +/- 6 seconds.
 SN1053
 SN1053.The orthometric height was determined by differential leveling
 SN1053.and adjusted by the National Geodetic Survey in June 1991..
 SN1053
 SN1053.The geoid height was determined by GEOID03.
 SN1053
 SN1053.The dynamic height is computed by dividing the NAVD 88
 SN1053.geopotential number by the normal gravity value computed on the
 SN1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1053.degrees latitude (g = 980.6199 gals.).
 SN1053
 SN1053.The modeled gravity was interpolated from observed gravity values.
 SN1053
 SN1053;                    North         East    Units  Estimated Accuracy
 SN1053;SPC ND N     -   109,430.      488,020.      MT  (+/- 180 meters Scaled)
 SN1053
 SN1053                          SUPERSEDED SURVEY CONTROL
 SN1053
 SN1053  NGVD 29 (??/??/92)  634.60   (m)         2082.0    (f) COMPUTED    2 0
 SN1053
 SN1053.Superseded values are not recommended for survey control.
 SN1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1053.See file dsdata.txt to determine how the superseded data were derived.
 SN1053
 SN1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP238178(NAD 83)
 SN1053_MARKER: Z = SEE DESCRIPTION
 SN1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1053_SP_SET: CONCRETE PEDESTAL
 SN1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1053
 SN1053  HISTORY     - Date     Condition        Report By
 SN1053  HISTORY     - UNK      MONUMENTED       DOD
 SN1053  HISTORY     - 1962     GOOD             NGS
 SN1053
 SN1053                          STATION DESCRIPTION
 SN1053
 SN1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1053'7.8 MI ENE FROM PARSHALL.
 SN1053'ABOUT 6.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1053'PARSHALL, THENCE 0.7 MILE NORTH ALONG A COUNTY ROAD, THIS IS 0.2 MILE
 SN1053'SOUTH OF THE JUNCTION OF THE COUNTY ROAD AND STATE HIGHWAY 23, AT THE
 SN1053'WEST EDGE OF A FIELD, 46 FEET EAST OF THE CENTERLINE OF THE COUNTY
 SN1053'ROAD, A 1.5 BY 4 FOOT CONCRETE PEDESTAL WITH A TRIBRACH, ABOUT 5 FEET
 SN1053'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1054 ***********************************************************************
 SN1054  DESIGNATION -  H 4 B 2
 SN1054  PID         -  SN1054
 SN1054  STATE/COUNTY-  ND/MOUNTRAIL
 SN1054  USGS QUAD   -  WABEK (1980)
 SN1054
 SN1054                         *CURRENT SURVEY CONTROL
 SN1054  ___________________________________________________________________
 SN1054* NAD 83(1986)-  47 58 39.     (N)    102 00 01.     (W)     SCALED    
 SN1054* NAVD 88     -       635.162  (meters)    2083.86   (feet)  ADJUSTED  
 SN1054  ___________________________________________________________________
 SN1054  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SN1054  DYNAMIC HT  -         635.252 (meters)    2084.16  (feet)  COMP
 SN1054  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 SN1054
 SN1054  VERT ORDER  -  SECOND    CLASS 0
 SN1054
 SN1054.The horizontal coordinates were scaled from a topographic map and have
 SN1054.an estimated accuracy of +/- 6 seconds.
 SN1054
 SN1054.The orthometric height was determined by differential leveling
 SN1054.and adjusted by the National Geodetic Survey in June 1991..
 SN1054
 SN1054.The geoid height was determined by GEOID03.
 SN1054
 SN1054.The dynamic height is computed by dividing the NAVD 88
 SN1054.geopotential number by the normal gravity value computed on the
 SN1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1054.degrees latitude (g = 980.6199 gals.).
 SN1054
 SN1054.The modeled gravity was interpolated from observed gravity values.
 SN1054
 SN1054;                    North         East    Units  Estimated Accuracy
 SN1054;SPC ND N     -   109,770.      488,010.      MT  (+/- 180 meters Scaled)
 SN1054
 SN1054                          SUPERSEDED SURVEY CONTROL
 SN1054
 SN1054  NGVD 29 (??/??/92)  634.73   (m)         2082.4    (f) COMPUTED    2 0
 SN1054
 SN1054.Superseded values are not recommended for survey control.
 SN1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1054.See file dsdata.txt to determine how the superseded data were derived.
 SN1054
 SN1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP238181(NAD 83)
 SN1054_MARKER: Z = SEE DESCRIPTION
 SN1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1054+STABILITY: SURFACE MOTION
 SN1054
 SN1054  HISTORY     - Date     Condition        Report By
 SN1054  HISTORY     - UNK      MONUMENTED       DOD
 SN1054  HISTORY     - 1962     GOOD             NGS
 SN1054
 SN1054                          STATION DESCRIPTION
 SN1054
 SN1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1054'7.8 MI ENE FROM PARSHALL.
 SN1054'ABOUT 6.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1054'PARSHALL, THENCE 0.9 MILE NORTH ALONG A COUNTY ROAD, NEAR THE
 SN1054'INTERSECTION WITH STATE HIGHWAY 23, 231 FEET SOUTHWEST OF THE
 SN1054'CENTERLINE OF THE INTERSECTION, 201 FEET WEST OF THE CENTERLINE OF THE
 SN1054'COUNTY ROAD, 111 FEET SOUTH OF THE CENTERLINE OF THE STATE HIGHWAY,
 SN1054'ABOUT LEVEL WITH THE HIGHWAY, A 1.5 BY 4 FOOT CONCRETE POST WITH
 SN1054'TRIBRACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1050 ***********************************************************************
 SN1050  DESIGNATION -  H 4 Z
 SN1050  PID         -  SN1050
 SN1050  STATE/COUNTY-  ND/MOUNTRAIL
 SN1050  USGS QUAD   -  WABEK (1980)
 SN1050
 SN1050                         *CURRENT SURVEY CONTROL
 SN1050  ___________________________________________________________________
 SN1050* NAD 83(1986)-  47 58 52.     (N)    102 00 01.     (W)     SCALED    
 SN1050* NAVD 88     -       631.520  (meters)    2071.91   (feet)  ADJUSTED  
 SN1050  ___________________________________________________________________
 SN1050  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SN1050  DYNAMIC HT  -         631.610 (meters)    2072.21  (feet)  COMP
 SN1050  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 SN1050
 SN1050  VERT ORDER  -  SECOND    CLASS 0
 SN1050
 SN1050.The horizontal coordinates were scaled from a topographic map and have
 SN1050.an estimated accuracy of +/- 6 seconds.
 SN1050
 SN1050.The orthometric height was determined by differential leveling
 SN1050.and adjusted by the National Geodetic Survey in June 1991..
 SN1050
 SN1050.The geoid height was determined by GEOID03.
 SN1050
 SN1050.The dynamic height is computed by dividing the NAVD 88
 SN1050.geopotential number by the normal gravity value computed on the
 SN1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1050.degrees latitude (g = 980.6199 gals.).
 SN1050
 SN1050.The modeled gravity was interpolated from observed gravity values.
 SN1050
 SN1050;                    North         East    Units  Estimated Accuracy
 SN1050;SPC ND N     -   110,170.      488,010.      MT  (+/- 180 meters Scaled)
 SN1050
 SN1050                          SUPERSEDED SURVEY CONTROL
 SN1050
 SN1050  NGVD 29 (??/??/92)  631.09   (m)         2070.5    (f) COMPUTED    2 0
 SN1050
 SN1050.Superseded values are not recommended for survey control.
 SN1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1050.See file dsdata.txt to determine how the superseded data were derived.
 SN1050
 SN1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP238185(NAD 83)
 SN1050_MARKER: DS = TRIANGULATION STATION DISK
 SN1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1050_STAMPING: H4Z 1962
 SN1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1050+STABILITY: SURFACE MOTION
 SN1050
 SN1050  HISTORY     - Date     Condition        Report By
 SN1050  HISTORY     - 1962     MONUMENTED       CGS
 SN1050
 SN1050                          STATION DESCRIPTION
 SN1050
 SN1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1050'8.4 MI ENE FROM PARSHALL.
 SN1050'ABOUT 6.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1050'PARSHALL, THENCE 1.2 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 SN1050'NORTH ALONG STATE HIGHWAY 23, AT A FIELD ROAD JUNCTION, 44 FEET WEST
 SN1050'OF THE CENTERLINE OF THE ROAD, 19 FEET SOUTH OF THE CENTERLINE OF THE
 SN1050'DRIVE, 26.9 FEET NORTH OF RM 2, 21.2 FEET WEST SOUTHWEST OF RM 1, 2.7
 SN1050'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, A
 SN1050'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1051 ***********************************************************************
 SN1051  DESIGNATION -  H 4 Z RM 1
 SN1051  PID         -  SN1051
 SN1051  STATE/COUNTY-  ND/MOUNTRAIL
 SN1051  USGS QUAD   -  WABEK (1980)
 SN1051
 SN1051                         *CURRENT SURVEY CONTROL
 SN1051  ___________________________________________________________________
 SN1051* NAD 83(1986)-  47 58 51.     (N)    102 00 01.     (W)     SCALED    
 SN1051* NAVD 88     -       630.701  (meters)    2069.22   (feet)  ADJUSTED  
 SN1051  ___________________________________________________________________
 SN1051  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SN1051  DYNAMIC HT  -         630.791 (meters)    2069.52  (feet)  COMP
 SN1051  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 SN1051
 SN1051  VERT ORDER  -  SECOND    CLASS 0
 SN1051
 SN1051.The horizontal coordinates were scaled from a topographic map and have
 SN1051.an estimated accuracy of +/- 6 seconds.
 SN1051
 SN1051.The orthometric height was determined by differential leveling
 SN1051.and adjusted by the National Geodetic Survey in June 1991..
 SN1051
 SN1051.The geoid height was determined by GEOID03.
 SN1051
 SN1051.The dynamic height is computed by dividing the NAVD 88
 SN1051.geopotential number by the normal gravity value computed on the
 SN1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1051.degrees latitude (g = 980.6199 gals.).
 SN1051
 SN1051.The modeled gravity was interpolated from observed gravity values.
 SN1051
 SN1051;                    North         East    Units  Estimated Accuracy
 SN1051;SPC ND N     -   110,140.      488,010.      MT  (+/- 180 meters Scaled)
 SN1051
 SN1051                          SUPERSEDED SURVEY CONTROL
 SN1051
 SN1051  NGVD 29 (??/??/92)  630.27   (m)         2067.8    (f) COMPUTED    2 0
 SN1051
 SN1051.Superseded values are not recommended for survey control.
 SN1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1051.See file dsdata.txt to determine how the superseded data were derived.
 SN1051
 SN1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP238185(NAD 83)
 SN1051_MARKER: DR = REFERENCE MARK DISK
 SN1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1051_STAMPING: H 4 Z NO 1 1962
 SN1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1051+STABILITY: SURFACE MOTION
 SN1051
 SN1051  HISTORY     - Date     Condition        Report By
 SN1051  HISTORY     - 1962     MONUMENTED       CGS
 SN1051
 SN1051                          STATION DESCRIPTION
 SN1051
 SN1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1051'8.1 MI ENE FROM PARSHALL.
 SN1051'ABOUT 6.9 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1051'PARSHALL, THENCE 1.2 MILES NORTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 SN1051'NORTH ALONG STATE HIGHWAY 23, 35.7 FEET NORTHEAST OF R.M. 2, 21.2 FEET
 SN1051'EAST-NORTHEAST OF THE STATION, 23.8 FEET WEST OF THE CENTERLINE OF THE
 SN1051'ROAD, ABOUT 4 FEET LOWER THAN THE ROAD, A DISK IN THE TOP OF A
 SN1051'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1049 ***********************************************************************
 SN1049  DESIGNATION -  H 4 Z RM 2
 SN1049  PID         -  SN1049
 SN1049  STATE/COUNTY-  ND/MOUNTRAIL
 SN1049  USGS QUAD   -  WABEK (1980)
 SN1049
 SN1049                         *CURRENT SURVEY CONTROL
 SN1049  ___________________________________________________________________
 SN1049* NAD 83(1986)-  47 58 52.     (N)    102 00 01.     (W)     SCALED    
 SN1049* NAVD 88     -       631.645  (meters)    2072.32   (feet)  ADJUSTED  
 SN1049  ___________________________________________________________________
 SN1049  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 SN1049  DYNAMIC HT  -         631.735 (meters)    2072.62  (feet)  COMP
 SN1049  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 SN1049
 SN1049  VERT ORDER  -  SECOND    CLASS 0
 SN1049
 SN1049.The horizontal coordinates were scaled from a topographic map and have
 SN1049.an estimated accuracy of +/- 6 seconds.
 SN1049
 SN1049.The orthometric height was determined by differential leveling
 SN1049.and adjusted by the National Geodetic Survey in June 1991..
 SN1049
 SN1049.The geoid height was determined by GEOID03.
 SN1049
 SN1049.The dynamic height is computed by dividing the NAVD 88
 SN1049.geopotential number by the normal gravity value computed on the
 SN1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1049.degrees latitude (g = 980.6199 gals.).
 SN1049
 SN1049.The modeled gravity was interpolated from observed gravity values.
 SN1049
 SN1049;                    North         East    Units  Estimated Accuracy
 SN1049;SPC ND N     -   110,170.      488,010.      MT  (+/- 180 meters Scaled)
 SN1049
 SN1049                          SUPERSEDED SURVEY CONTROL
 SN1049
 SN1049  NGVD 29 (??/??/92)  631.22   (m)         2070.9    (f) COMPUTED    2 0
 SN1049
 SN1049.Superseded values are not recommended for survey control.
 SN1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1049.See file dsdata.txt to determine how the superseded data were derived.
 SN1049
 SN1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP238185(NAD 83)
 SN1049_MARKER: DR = REFERENCE MARK DISK
 SN1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1049_STAMPING: H4Z NO 2 1962
 SN1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1049+STABILITY: SURFACE MOTION
 SN1049
 SN1049  HISTORY     - Date     Condition        Report By
 SN1049  HISTORY     - 1962     MONUMENTED       CGS
 SN1049
 SN1049                          STATION DESCRIPTION
 SN1049
 SN1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1049'8.4 MI ENE FROM PARSHALL.
 SN1049'ABOUT 6.9 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1049'PARSHALL, THENCE 1.2 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.3 MILE
 SN1049'NORTH ALONG STATE HIGHWAY 23, 44 FEET WEST OF THE CENTERLINE OF THE
 SN1049'ROAD, 35.7 FEET SOUTHWEST OR RM 1, 26.9 FEET SOUTH OF THE STATION
 SN1049'MARK, ABOUT LEVEL WITH THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 SN1049'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0312 ***********************************************************************
 RQ0312  DESIGNATION -  H 40
 RQ0312  PID         -  RQ0312
 RQ0312  STATE/COUNTY-  ND/LOGAN
 RQ0312  USGS QUAD   -  STREETER SW (1983)
 RQ0312
 RQ0312                         *CURRENT SURVEY CONTROL
 RQ0312  ___________________________________________________________________
 RQ0312* NAD 83(1986)-  46 31 45.     (N)    099 27 20.     (W)     SCALED    
 RQ0312* NAVD 88     -       607.839  (meters)    1994.22   (feet)  ADJUSTED  
 RQ0312  ___________________________________________________________________
 RQ0312  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 RQ0312  DYNAMIC HT  -         607.827 (meters)    1994.18  (feet)  COMP
 RQ0312  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 RQ0312
 RQ0312  VERT ORDER  -  SECOND    CLASS 0
 RQ0312
 RQ0312.The horizontal coordinates were scaled from a topographic map and have
 RQ0312.an estimated accuracy of +/- 6 seconds.
 RQ0312
 RQ0312.The orthometric height was determined by differential leveling
 RQ0312.and adjusted by the National Geodetic Survey in June 1991..
 RQ0312
 RQ0312.The geoid height was determined by GEOID03.
 RQ0312
 RQ0312.The dynamic height is computed by dividing the NAVD 88
 RQ0312.geopotential number by the normal gravity value computed on the
 RQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0312.degrees latitude (g = 980.6199 gals.).
 RQ0312
 RQ0312.The modeled gravity was interpolated from observed gravity values.
 RQ0312
 RQ0312;                    North         East    Units  Estimated Accuracy
 RQ0312;SPC ND S     -    96,410.      680,130.      MT  (+/- 180 meters Scaled)
 RQ0312
 RQ0312                          SUPERSEDED SURVEY CONTROL
 RQ0312
 RQ0312  NGVD 29 (??/??/92)  607.400  (m)         1992.78   (f) ADJ UNCH    2 0
 RQ0312
 RQ0312.Superseded values are not recommended for survey control.
 RQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0312.See file dsdata.txt to determine how the superseded data were derived.
 RQ0312
 RQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS650529(NAD 83)
 RQ0312_MARKER: DB = BENCH MARK DISK
 RQ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0312_STAMPING: H 40 1934
 RQ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0312+STABILITY: SURFACE MOTION
 RQ0312
 RQ0312  HISTORY     - Date     Condition        Report By
 RQ0312  HISTORY     - 1934     MONUMENTED       CGS
 RQ0312  HISTORY     - 1959     GOOD             NGS
 RQ0312
 RQ0312                          STATION DESCRIPTION
 RQ0312
 RQ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0312'13.7 MI SW FROM STREETER.
 RQ0312'IN LOGAN COUNTY, 13.7 MILES SOUTHWEST ALONG STATE HIGHWAY 30 AND 34
 RQ0312'FROM THE NORTHERN PACIFIC RAILWAY STATION AT STREETER, STUTSMAN
 RQ0312'COUNTY, AT A COUNTRY STORE, AT THE NORTHWEST CORNER OF A ROAD
 RQ0312'INTERSECTION, ACROSS THE HIGHWAY FROM A ROCK PILE AT THE SOUTHWEST
 RQ0312'CORNER OF THE INTERSECTION, 27 FEET WEST OF THE CROSS ROAD LEADING
 RQ0312'SOUTH, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 RQ0312'INSIDE A PASTURE FENCE.  A STANDARD DISK, STAMPED H 40 1934 AND SET IN
 RQ0312'THE TOP OF A CONCRETE POST.  NOTE-- AT CROSSROADS ON OLD ORIGINAL
 RQ0312'HIGHWAY, AT THE NORTHEAST CORNER OF SEC. 10, T. 135 N., R. 70 W., 36
 RQ0312'FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD AND 27 FEET WEST OF
 RQ0312'CENTERLINE OF NORTH-SOUTH ROAD.  THE STORE, FORMERLY LOCATED AT THIS
 RQ0312'CROSSROAD, IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0473 ***********************************************************************
 SO0473  DESIGNATION -  H 400
 SO0473  PID         -  SO0473
 SO0473  STATE/COUNTY-  ND/MCKENZIE
 SO0473  USGS QUAD   -  SANISH NW (1967)
 SO0473
 SO0473                         *CURRENT SURVEY CONTROL
 SO0473  ___________________________________________________________________
 SO0473* NAD 83(1986)-  47 54 50.     (N)    102 38 39.     (W)     SCALED    
 SO0473* NAVD 88     -       546.145  (meters)    1791.81   (feet)  ADJUSTED  
 SO0473  ___________________________________________________________________
 SO0473  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SO0473  DYNAMIC HT  -         546.222 (meters)    1792.06  (feet)  COMP
 SO0473  MODELED GRAV-     980,734.5   (mgal)                       NAVD 88
 SO0473
 SO0473  VERT ORDER  -  SECOND    CLASS 0
 SO0473
 SO0473.The horizontal coordinates were scaled from a topographic map and have
 SO0473.an estimated accuracy of +/- 6 seconds.
 SO0473
 SO0473.The orthometric height was determined by differential leveling
 SO0473.and adjusted by the National Geodetic Survey in June 1991..
 SO0473
 SO0473.The geoid height was determined by GEOID03.
 SO0473
 SO0473.The dynamic height is computed by dividing the NAVD 88
 SO0473.geopotential number by the normal gravity value computed on the
 SO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0473.degrees latitude (g = 980.6199 gals.).
 SO0473
 SO0473.The modeled gravity was interpolated from observed gravity values.
 SO0473
 SO0473;                    North         East    Units  Estimated Accuracy
 SO0473;SPC ND N     -   103,840.      439,760.      MT  (+/- 180 meters Scaled)
 SO0473
 SO0473                          SUPERSEDED SURVEY CONTROL
 SO0473
 SO0473  NGVD 29 (??/??/92)  545.682  (m)         1790.29   (f) ADJ UNCH    2 0
 SO0473
 SO0473.Superseded values are not recommended for survey control.
 SO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0473.See file dsdata.txt to determine how the superseded data were derived.
 SO0473
 SO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP760094(NAD 83)
 SO0473_MARKER: DB = BENCH MARK DISK
 SO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0473_STAMPING: H 400 1946
 SO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0473+STABILITY: SURFACE MOTION
 SO0473
 SO0473  HISTORY     - Date     Condition        Report By
 SO0473  HISTORY     - 1946     MONUMENTED       CGS
 SO0473  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0473
 SO0473                          STATION DESCRIPTION
 SO0473
 SO0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0473'8.8 MI S FROM SANISH.
 SO0473'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0473'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 7.0 MILES SOUTH ALONG A
 SO0473'GRAVELED ROAD, ABOUT 275 FEET NORTH OF A 24 IN. CORRUGATED IRON
 SO0473'CULVERT UNDER THE ROAD, ABOUT 70 FEET EAST OF A HIGH BLUFF, 24 FEET
 SO0473'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 3 FEET EAST OF A 4 X 4
 SO0473'IN. MARKER POST.  NOTE-- MARK UNDERWATER.
 SO0473
 SO0473                          STATION RECOVERY (1966)
 SO0473
 SO0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1058 ***********************************************************************
 SN1058  DESIGNATION -  H 401
 SN1058  PID         -  SN1058
 SN1058  STATE/COUNTY-  ND/MERCER
 SN1058  USGS QUAD   -  EMMET SW (1967)
 SN1058
 SN1058                         *CURRENT SURVEY CONTROL
 SN1058  ___________________________________________________________________
 SN1058* NAD 83(1986)-  47 30 46.     (N)    101 44 27.     (W)     SCALED    
 SN1058* NAVD 88     -       531.938  (meters)    1745.20   (feet)  ADJUSTED  
 SN1058  ___________________________________________________________________
 SN1058  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SN1058  DYNAMIC HT  -         531.988 (meters)    1745.36  (feet)  COMP
 SN1058  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN1058
 SN1058  VERT ORDER  -  SECOND    CLASS 0
 SN1058
 SN1058.The horizontal coordinates were scaled from a topographic map and have
 SN1058.an estimated accuracy of +/- 6 seconds.
 SN1058
 SN1058.The orthometric height was determined by differential leveling
 SN1058.and adjusted by the National Geodetic Survey in June 1991..
 SN1058
 SN1058.The geoid height was determined by GEOID03.
 SN1058
 SN1058.The dynamic height is computed by dividing the NAVD 88
 SN1058.geopotential number by the normal gravity value computed on the
 SN1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1058.degrees latitude (g = 980.6199 gals.).
 SN1058
 SN1058.The modeled gravity was interpolated from observed gravity values.
 SN1058
 SN1058;                    North         East    Units  Estimated Accuracy
 SN1058;SPC ND S     -   205,960.      506,540.      MT  (+/- 180 meters Scaled)
 SN1058
 SN1058                          SUPERSEDED SURVEY CONTROL
 SN1058
 SN1058  NGVD 29 (??/??/92)  531.549  (m)         1743.92   (f) ADJ UNCH    2 0
 SN1058
 SN1058.Superseded values are not recommended for survey control.
 SN1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1058.See file dsdata.txt to determine how the superseded data were derived.
 SN1058
 SN1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT936657(NAD 83)
 SN1058_MARKER: DB = BENCH MARK DISK
 SN1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1058_STAMPING: H 401 1946
 SN1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1058+STABILITY: SURFACE MOTION
 SN1058
 SN1058  HISTORY     - Date     Condition        Report By
 SN1058  HISTORY     - 1946     MONUMENTED       CGS
 SN1058
 SN1058                          STATION DESCRIPTION
 SN1058
 SN1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN1058'19.8 MI N FROM BEULAH.
 SN1058'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN1058'OF STATE HIGHWAY NO. 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO
 SN1058'A FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN1058'GRAVELED ROAD TO KRONTHALS CROSSROADS AND THE END OF GRAVELED SURFACE,
 SN1058'THENCE NORTH 3.3 MILES ALONG A GRADED DIRT ROAD TO A RIGHT ANGLE TURN
 SN1058'IN THE ROAD TO THE EAST, THENCE 0.9 MILE NORTHEAST ALONG A TRACK ROAD
 SN1058'TO A FORK IN THE ROAD, THENCE 1.4 MILES NORTHEAST ALONG THE NORTHEAST
 SN1058'FORK OF THE TRACK ROAD TO THE MARK, ABOUT 300 FEET SOUTHEAST OF A FARM
 SN1058'HOUSE, 100 FEET WEST OF A GAP IN AN EAST-WEST FENCE LINE, 50 FEET
 SN1058'SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET EAST OF A 4 X 4 IN.
 SN1058'MARKER POST, 2 FEET NORTH OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0087 ***********************************************************************
 RR0087  DESIGNATION -  H 402
 RR0087  PID         -  RR0087
 RR0087  STATE/COUNTY-  ND/EMMONS
 RR0087  USGS QUAD   -  FORT YATES NE (1968)
 RR0087
 RR0087                         *CURRENT SURVEY CONTROL
 RR0087  ___________________________________________________________________
 RR0087* NAD 83(1986)-  46 09 38.     (N)    100 35 13.     (W)     SCALED    
 RR0087* NAVD 88     -       501.787  (meters)    1646.28   (feet)  ADJUSTED  
 RR0087  ___________________________________________________________________
 RR0087  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0087  DYNAMIC HT  -         501.773 (meters)    1646.23  (feet)  COMP
 RR0087  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 RR0087
 RR0087  VERT ORDER  -  FIRST     CLASS II
 RR0087
 RR0087.The horizontal coordinates were scaled from a topographic map and have
 RR0087.an estimated accuracy of +/- 6 seconds.
 RR0087
 RR0087.The orthometric height was determined by differential leveling
 RR0087.and adjusted by the National Geodetic Survey in June 1991..
 RR0087
 RR0087.The geoid height was determined by GEOID03.
 RR0087
 RR0087.The dynamic height is computed by dividing the NAVD 88
 RR0087.geopotential number by the normal gravity value computed on the
 RR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0087.degrees latitude (g = 980.6199 gals.).
 RR0087
 RR0087.The modeled gravity was interpolated from observed gravity values.
 RR0087
 RR0087;                    North         East    Units  Estimated Accuracy
 RR0087;SPC ND S     -    54,900.      593,280.      MT  (+/- 180 meters Scaled)
 RR0087
 RR0087                          SUPERSEDED SURVEY CONTROL
 RR0087
 RR0087  NGVD 29 (??/??/92)  501.402  (m)         1645.02   (f) ADJ UNCH    1 2
 RR0087
 RR0087.Superseded values are not recommended for survey control.
 RR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0087.See file dsdata.txt to determine how the superseded data were derived.
 RR0087
 RR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS774131(NAD 83)
 RR0087_MARKER: DB = BENCH MARK DISK
 RR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0087_STAMPING: H 402 1949
 RR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0087+STABILITY: SURFACE MOTION
 RR0087
 RR0087  HISTORY     - Date     Condition        Report By
 RR0087  HISTORY     - 1949     MONUMENTED       CGS
 RR0087  HISTORY     - 1972     MARK NOT FOUND   NDHD
 RR0087
 RR0087                          STATION DESCRIPTION
 RR0087
 RR0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0087'27.4 MI SW FROM LINTON.
 RR0087'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0087'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0087'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0087'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0087'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0087'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0087'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0087'THENCE 3.0 MILES WEST AND 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0087'THENCE 4.0 MILES WEST ALONG A GRADED DIRT ROAD, AT THE JUNCTION OF A
 RR0087'GRADED DIRT ROAD LEADING NORTH AND SOUTH, AND A TRAIL ROAD LEADING
 RR0087'WEST, 30 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 14
 RR0087'FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 5.6 FEET NORTH OF THE
 RR0087'NORTH GATE POST, 1.0 FOOT WEST OF A FENCE, 1.0 FOOT NORTH OF A
 RR0087'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 RR0087'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 1.0
 RR0087'MILE NORTH OF BENCH  MARK K 403 WHICH IS DESCRIBED FROM POLLOCK, SOUTH
 RR0087'DAKOTA.
 RR0087
 RR0087                          STATION RECOVERY (1972)
 RR0087
 RR0087'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1972
 RR0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0217 ***********************************************************************
 RR0217  DESIGNATION -  H 403
 RR0217  PID         -  RR0217
 RR0217  STATE/COUNTY-  ND/EMMONS
 RR0217  USGS QUAD   -  FORT YATES NE (1968)
 RR0217
 RR0217                         *CURRENT SURVEY CONTROL
 RR0217  ___________________________________________________________________
 RR0217* NAD 83(1986)-  46 07 53.     (N)    100 36 22.     (W)     SCALED    
 RR0217* NAVD 88     -       485.565  (meters)    1593.06   (feet)  ADJUSTED  
 RR0217  ___________________________________________________________________
 RR0217  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 RR0217  DYNAMIC HT  -         485.548 (meters)    1593.00  (feet)  COMP
 RR0217  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 RR0217
 RR0217  VERT ORDER  -  FIRST     CLASS II
 RR0217
 RR0217.The horizontal coordinates were scaled from a topographic map and have
 RR0217.an estimated accuracy of +/- 6 seconds.
 RR0217
 RR0217.The orthometric height was determined by differential leveling
 RR0217.and adjusted by the National Geodetic Survey in June 1991..
 RR0217
 RR0217.The geoid height was determined by GEOID03.
 RR0217
 RR0217.The dynamic height is computed by dividing the NAVD 88
 RR0217.geopotential number by the normal gravity value computed on the
 RR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0217.degrees latitude (g = 980.6199 gals.).
 RR0217
 RR0217.The modeled gravity was interpolated from observed gravity values.
 RR0217
 RR0217;                    North         East    Units  Estimated Accuracy
 RR0217;SPC ND S     -    51,660.      591,800.      MT  (+/- 180 meters Scaled)
 RR0217
 RR0217                          SUPERSEDED SURVEY CONTROL
 RR0217
 RR0217  NGVD 29 (??/??/92)  485.178  (m)         1591.79   (f) ADJ UNCH    1 2
 RR0217
 RR0217.Superseded values are not recommended for survey control.
 RR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0217.See file dsdata.txt to determine how the superseded data were derived.
 RR0217
 RR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS759099(NAD 83)
 RR0217_MARKER: DB = BENCH MARK DISK
 RR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0217_STAMPING: H 403 1949
 RR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0217+STABILITY: SURFACE MOTION
 RR0217
 RR0217  HISTORY     - Date     Condition        Report By
 RR0217  HISTORY     - 1949     MONUMENTED       CGS
 RR0217  HISTORY     - 1961     GOOD             NGS
 RR0217
 RR0217                          STATION DESCRIPTION
 RR0217
 RR0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0217'30.3 MI NW FROM POLLOCK, SD.
 RR0217'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0217'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0217'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0217'ALONG A GRADED DIRT ROAD, THENCE 4.0 MILE WEST ALONG A GRADED DIRT
 RR0217'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0217'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A
 RR0217'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 5.4 MILES
 RR0217'NORTHWEST ALONG A TRAIL ROAD, THENCE 0.3 MILE WEST ALONG A TRAIL ROAD,
 RR0217'THENCE 0.5 MILE NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE WEST ALONG A
 RR0217'TRAIL ROAD, THENCE 4.0 MILES NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE
 RR0217'NORTH ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES WEST ALONG A GRADED
 RR0217'DIRT ROAD, THENCE 0.95 MILE WEST ALONG A TRAIL ROAD, 87 FEET WEST OF
 RR0217'THE CENTER LINE OF A TRAIL ROAD LEADING SOUTH, 21 FEET SOUTH OF THE
 RR0217'CENTER LINE OF THE MAIN TRAIL ROAD LEADING WEST, 5.0 FEET WEST OF A
 RR0217'FENCE CORNER POST, 2.7 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A
 RR0217'REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE POST
 RR0217'PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- POLLOCK HAS BEEN MOVED
 RR0217'ABOUT 0.8 MI SOUTH.  ORIGINAL SITE IS FLOODED.
 RR0217
 RR0217                          STATION RECOVERY (1961)
 RR0217
 RR0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RR0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0509 ***********************************************************************
 TE0509  DESIGNATION -  H 404
 TE0509  PID         -  TE0509
 TE0509  STATE/COUNTY-  ND/RAMSEY
 TE0509  USGS QUAD   -  EDMORE SW (1972)
 TE0509
 TE0509                         *CURRENT SURVEY CONTROL
 TE0509  ___________________________________________________________________
 TE0509* NAD 83(1986)-  48 22 10.     (N)    098 26 55.     (W)     SCALED    
 TE0509* NAVD 88     -       462.315  (meters)    1516.78   (feet)  ADJUSTED  
 TE0509  ___________________________________________________________________
 TE0509  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 TE0509  DYNAMIC HT  -         462.407 (meters)    1517.08  (feet)  COMP
 TE0509  MODELED GRAV-     980,795.1   (mgal)                       NAVD 88
 TE0509
 TE0509  VERT ORDER  -  SECOND    CLASS 0
 TE0509
 TE0509.The horizontal coordinates were scaled from a topographic map and have
 TE0509.an estimated accuracy of +/- 6 seconds.
 TE0509
 TE0509.The orthometric height was determined by differential leveling
 TE0509.and adjusted by the National Geodetic Survey in June 1991..
 TE0509
 TE0509.The geoid height was determined by GEOID03.
 TE0509
 TE0509.The dynamic height is computed by dividing the NAVD 88
 TE0509.geopotential number by the normal gravity value computed on the
 TE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0509.degrees latitude (g = 980.6199 gals.).
 TE0509
 TE0509.The modeled gravity was interpolated from observed gravity values.
 TE0509
 TE0509;                    North         East    Units  Estimated Accuracy
 TE0509;SPC ND N     -   154,280.      751,960.      MT  (+/- 180 meters Scaled)
 TE0509
 TE0509                          SUPERSEDED SURVEY CONTROL
 TE0509
 TE0509  NGVD 29 (??/??/92)  461.941  (m)         1515.55   (f) ADJ UNCH    2 0
 TE0509
 TE0509.Superseded values are not recommended for survey control.
 TE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0509.See file dsdata.txt to determine how the superseded data were derived.
 TE0509
 TE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU408575(NAD 83)
 TE0509_MARKER: DB = BENCH MARK DISK
 TE0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0509_STAMPING: H 404 1963
 TE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0509+STABILITY: SURFACE MOTION
 TE0509
 TE0509  HISTORY     - Date     Condition        Report By
 TE0509  HISTORY     - 1963     MONUMENTED       CGS
 TE0509
 TE0509                          STATION DESCRIPTION
 TE0509
 TE0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0509'2.8 MI S FROM EDMORE.
 TE0509'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0509'RAILWAY STATION AT EDMORE, IN S 2, R 61 W, T 156 N, 112 FEET WEST OF
 TE0509'THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD LEADING WEST AND A
 TE0509'DIRT ROAD LEADING EAST, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TE0509'LEADING WEST, 19 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING
 TE0509'SOUTH TO A CULTIVATED FIELD, 2.0 FEET NORTH OF A FENCE, 1.9 FEET WEST
 TE0509'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD
 TE0509'LEADING WEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0509'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0581 ***********************************************************************
 TE0581  DESIGNATION -  H 405
 TE0581  PID         -  TE0581
 TE0581  STATE/COUNTY-  ND/NELSON
 TE0581  USGS QUAD   -  LAKOTA NW (1971)
 TE0581
 TE0581                         *CURRENT SURVEY CONTROL
 TE0581  ___________________________________________________________________
 TE0581* NAD 83(1986)-  48 09 05.     (N)    098 22 44.     (W)     SCALED    
 TE0581* NAVD 88     -       458.311  (meters)    1503.64   (feet)  ADJUSTED  
 TE0581  ___________________________________________________________________
 TE0581  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0581  DYNAMIC HT  -         458.390 (meters)    1503.90  (feet)  COMP
 TE0581  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 TE0581
 TE0581  VERT ORDER  -  SECOND    CLASS 0
 TE0581
 TE0581.The horizontal coordinates were scaled from a topographic map and have
 TE0581.an estimated accuracy of +/- 6 seconds.
 TE0581
 TE0581.The orthometric height was determined by differential leveling
 TE0581.and adjusted by the National Geodetic Survey in June 1991..
 TE0581
 TE0581.The geoid height was determined by GEOID03.
 TE0581
 TE0581.The dynamic height is computed by dividing the NAVD 88
 TE0581.geopotential number by the normal gravity value computed on the
 TE0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0581.degrees latitude (g = 980.6199 gals.).
 TE0581
 TE0581.The modeled gravity was interpolated from observed gravity values.
 TE0581
 TE0581;                    North         East    Units  Estimated Accuracy
 TE0581;SPC ND N     -   130,190.      757,800.      MT  (+/- 180 meters Scaled)
 TE0581
 TE0581                          SUPERSEDED SURVEY CONTROL
 TE0581
 TE0581  NGVD 29 (??/??/92)  457.933  (m)         1502.40   (f) ADJ UNCH    2 0
 TE0581
 TE0581.Superseded values are not recommended for survey control.
 TE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0581.See file dsdata.txt to determine how the superseded data were derived.
 TE0581
 TE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU461333(NAD 83)
 TE0581_MARKER: DB = BENCH MARK DISK
 TE0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0581_STAMPING: H 405 1963
 TE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0581+STABILITY: SURFACE MOTION
 TE0581
 TE0581  HISTORY     - Date     Condition        Report By
 TE0581  HISTORY     - 1963     MONUMENTED       CGS
 TE0581
 TE0581                          STATION DESCRIPTION
 TE0581
 TE0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0581'5.7 MI SW FROM BROCKET.
 TE0581'ABOUT 4.7 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0581'STATION AT BROCKET, THENCE 1.0 MILE WEST ALONG NELSON COUNTY ROAD 1,
 TE0581'IN S 17, R 60 W, T 154 N, 74 FEET NORTHWEST OF THE CENTER OF A
 TE0581'GRAVELED ROAD INTERSECTION, 54 FEET WEST OF THE CENTERLINE OF THE ROAD
 TE0581'LEADING NORTH, 52 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TE0581'WEST, 2.5 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF POLES,
 TE0581'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TE0581'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0230 ***********************************************************************
 TE0230  DESIGNATION -  H 406
 TE0230  PID         -  TE0230
 TE0230  STATE/COUNTY-  ND/CAVALIER
 TE0230  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0230
 TE0230                         *CURRENT SURVEY CONTROL
 TE0230  ___________________________________________________________________
 TE0230* NAD 83(1986)-  48 58 43.     (N)    098 28 30.     (W)     SCALED    
 TE0230* NAVD 88     -       474.336  (meters)    1556.22   (feet)  ADJUSTED  
 TE0230  ___________________________________________________________________
 TE0230  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 TE0230  DYNAMIC HT  -         474.454 (meters)    1556.60  (feet)  COMP
 TE0230  MODELED GRAV-     980,843.8   (mgal)                       NAVD 88
 TE0230
 TE0230  VERT ORDER  -  SECOND    CLASS 0
 TE0230
 TE0230.The horizontal coordinates were scaled from a topographic map and have
 TE0230.an estimated accuracy of +/- 6 seconds.
 TE0230
 TE0230.The orthometric height was determined by differential leveling
 TE0230.and adjusted by the National Geodetic Survey in June 1991..
 TE0230
 TE0230.The geoid height was determined by GEOID03.
 TE0230
 TE0230.The dynamic height is computed by dividing the NAVD 88
 TE0230.geopotential number by the normal gravity value computed on the
 TE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0230.degrees latitude (g = 980.6199 gals.).
 TE0230
 TE0230.The modeled gravity was interpolated from observed gravity values.
 TE0230
 TE0230;                    North         East    Units  Estimated Accuracy
 TE0230;SPC ND N     -   221,950.      748,230.      MT  (+/- 180 meters Scaled)
 TE0230
 TE0230                          SUPERSEDED SURVEY CONTROL
 TE0230
 TE0230  NGVD 29 (??/??/92)  473.956  (m)         1554.97   (f) ADJ UNCH    2 0
 TE0230
 TE0230.Superseded values are not recommended for survey control.
 TE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0230.See file dsdata.txt to determine how the superseded data were derived.
 TE0230
 TE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384252(NAD 83)
 TE0230_MARKER: DB = BENCH MARK DISK
 TE0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0230_STAMPING: H 406 1964
 TE0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0230+STABILITY: SURFACE MOTION
 TE0230
 TE0230  HISTORY     - Date     Condition        Report By
 TE0230  HISTORY     - 1964     MONUMENTED       CGS
 TE0230  HISTORY     - 1968     GOOD             DOD
 TE0230
 TE0230                          STATION DESCRIPTION
 TE0230
 TE0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0230'12.2 MI NE FROM WALES.
 TE0230'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0230'WALES, THENCE 6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 6.0 MILES
 TE0230'NORTH ALONG A GRAVELED ROAD, 108 FEET NORTHWEST OF THE CENTER OF THE
 TE0230'INTERSECTION OF AN EAST-WEST ROAD, 77 FEET WEST OF THE CENTER LINE OF
 TE0230'THE ROAD, 75 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1
 TE0230'1/2 FEET EAST OF A POWER POLE BRACED BY 2 GUY WIRES, 1.0 FOOT NORTH OF
 TE0230'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 TE0230'A CONCRETE POST PROJECTING 6 INCHES.
 TE0230
 TE0230                          STATION RECOVERY (1968)
 TE0230
 TE0230'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0981 ***********************************************************************
 TE0981  DESIGNATION -  H 407
 TE0981  PID         -  TE0981
 TE0981  STATE/COUNTY-  ND/CAVALIER
 TE0981  USGS QUAD   -  HANNAH (1970)
 TE0981
 TE0981                         *CURRENT SURVEY CONTROL
 TE0981  ___________________________________________________________________
 TE0981* NAD 83(1986)-  48 59 33.     (N)    098 42 58.     (W)     SCALED    
 TE0981* NAVD 88     -       479.395  (meters)    1572.82   (feet)  ADJUSTED  
 TE0981  ___________________________________________________________________
 TE0981  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 TE0981  DYNAMIC HT  -         479.515 (meters)    1573.21  (feet)  COMP
 TE0981  MODELED GRAV-     980,844.5   (mgal)                       NAVD 88
 TE0981
 TE0981  VERT ORDER  -  SECOND    CLASS 0
 TE0981
 TE0981.The horizontal coordinates were scaled from a topographic map and have
 TE0981.an estimated accuracy of +/- 6 seconds.
 TE0981
 TE0981.The orthometric height was determined by differential leveling
 TE0981.and adjusted by the National Geodetic Survey in June 1991..
 TE0981
 TE0981.The geoid height was determined by GEOID03.
 TE0981
 TE0981.The dynamic height is computed by dividing the NAVD 88
 TE0981.geopotential number by the normal gravity value computed on the
 TE0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0981.degrees latitude (g = 980.6199 gals.).
 TE0981
 TE0981.The modeled gravity was interpolated from observed gravity values.
 TE0981
 TE0981;                    North         East    Units  Estimated Accuracy
 TE0981;SPC ND N     -   223,060.      730,550.      MT  (+/- 180 meters Scaled)
 TE0981
 TE0981                          SUPERSEDED SURVEY CONTROL
 TE0981
 TE0981  NGVD 29 (??/??/92)  479.013  (m)         1571.56   (f) ADJ UNCH    2 0
 TE0981
 TE0981.Superseded values are not recommended for survey control.
 TE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0981.See file dsdata.txt to determine how the superseded data were derived.
 TE0981
 TE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV207266(NAD 83)
 TE0981_MARKER: DB = BENCH MARK DISK
 TE0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0981_STAMPING: H 407 1964
 TE0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0981+STABILITY: SURFACE MOTION
 TE0981
 TE0981  HISTORY     - Date     Condition        Report By
 TE0981  HISTORY     - 1964     MONUMENTED       CGS
 TE0981
 TE0981                          STATION DESCRIPTION
 TE0981
 TE0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0981'2.7 MI NW FROM HANNAH.
 TE0981'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0981'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TE0981'WEST ALONG A SECTION LINE TRAIL ROAD, AT THE NORTHEAST CORNER OF
 TE0981'SECTION 31, R 62 W, T 164 N, ABOUT 0.2 MILE NORTH OF A FARMHOUSE, 48
 TE0981'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET WEST OF THE CENTER
 TE0981'LINE OF A NORTH-SOUTH ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST,
 TE0981'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0981'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2295 ***********************************************************************
 TE2295  DESIGNATION -  H 408 RESET
 TE2295  PID         -  TE2295
 TE2295  STATE/COUNTY-  ND/CAVALIER
 TE2295  USGS QUAD   -  LOMA (1970)
 TE2295
 TE2295                         *CURRENT SURVEY CONTROL
 TE2295  ___________________________________________________________________
 TE2295* NAD 83(1986)-  48 37 50.     (N)    098 33 28.     (W)     SCALED    
 TE2295* NAVD 88     -       478.77   (meters)    1570.8    (feet)  RESET     
 TE2295  ___________________________________________________________________
 TE2295  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 TE2295
 TE2295  VERT ORDER  -  THIRD
 TE2295
 TE2295.The horizontal coordinates were scaled from a topographic map and have
 TE2295.an estimated accuracy of +/- 6 seconds.
 TE2295
 TE2295.The orthometric height was computed from unverified reset data.
 TE2295.No vertical observational check was made to the station.
 TE2295
 TE2295.The geoid height was determined by GEOID03.
 TE2295
 TE2295;                    North         East    Units  Estimated Accuracy
 TE2295;SPC ND N     -   183,100.      743,150.      MT  (+/- 180 meters Scaled)
 TE2295
 TE2295                          SUPERSEDED SURVEY CONTROL
 TE2295
 TE2295  NGVD 29 (11/04/04)  478.38   (m)         1569.5    (f) RESET       3  
 TE2295
 TE2295.Superseded values are not recommended for survey control.
 TE2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2295.See file dsdata.txt to determine how the superseded data were derived.
 TE2295
 TE2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU325864(NAD 83)
 TE2295_MARKER: DV = VERTICAL CONTROL DISK
 TE2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2295_SP_SET: CONCRETE POST
 TE2295_STAMPING: H 408 RESET
 TE2295_MARK LOGO: NGS   
 TE2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2295+STABILITY: SURFACE MOTION
 TE2295
 TE2295  HISTORY     - Date     Condition        Report By
 TE2295  HISTORY     - 1991     MONUMENTED       NDHD
 TE2295
 TE2295                          STATION DESCRIPTION
 TE2295
 TE2295'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1991
 TE2295'ABOUT 1.1 MILES (1.8 KM) WEST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE2295'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION IN LOMA,
 TE2295'122 FEET (37.2 M) WEST FROM N.S. SEC LINE ROAD, 172 FEET (52.4 M)
 TE2295'NORTH FROM CENTERLINE OF HIGHWAY NO. 66, SET IN A CONCRETE POST
 TE2295'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0422 ***********************************************************************
 TD0422  DESIGNATION -  H 409
 TD0422  PID         -  TD0422
 TD0422  STATE/COUNTY-  ND/WALSH
 TD0422  USGS QUAD   -  PARK RIVER (1963)
 TD0422
 TD0422                         *CURRENT SURVEY CONTROL
 TD0422  ___________________________________________________________________
 TD0422* NAD 83(1986)-  48 28 41.     (N)    097 43 53.     (W)     SCALED    
 TD0422* NAVD 88     -       285.130  (meters)     935.46   (feet)  ADJUSTED  
 TD0422  ___________________________________________________________________
 TD0422  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 TD0422  DYNAMIC HT  -         285.196 (meters)     935.68  (feet)  COMP
 TD0422  MODELED GRAV-     980,832.2   (mgal)                       NAVD 88
 TD0422
 TD0422  VERT ORDER  -  SECOND    CLASS 0
 TD0422
 TD0422.The horizontal coordinates were scaled from a topographic map and have
 TD0422.an estimated accuracy of +/- 6 seconds.
 TD0422
 TD0422.The orthometric height was determined by differential leveling
 TD0422.and adjusted by the National Geodetic Survey in June 1991..
 TD0422
 TD0422.The geoid height was determined by GEOID03.
 TD0422
 TD0422.The dynamic height is computed by dividing the NAVD 88
 TD0422.geopotential number by the normal gravity value computed on the
 TD0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0422.degrees latitude (g = 980.6199 gals.).
 TD0422
 TD0422.The modeled gravity was interpolated from observed gravity values.
 TD0422
 TD0422;                    North         East    Units  Estimated Accuracy
 TD0422;SPC ND N     -   168,010.      804,640.      MT  (+/- 180 meters Scaled)
 TD0422
 TD0422                          SUPERSEDED SURVEY CONTROL
 TD0422
 TD0422  NGVD 29 (??/??/92)  284.786  (m)          934.34   (f) ADJ UNCH    2 0
 TD0422
 TD0422.Superseded values are not recommended for survey control.
 TD0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0422.See file dsdata.txt to determine how the superseded data were derived.
 TD0422
 TD0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU937702(NAD 83)
 TD0422_MARKER: DB = BENCH MARK DISK
 TD0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0422_STAMPING: H 409 1964
 TD0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0422+STABILITY: SURFACE MOTION
 TD0422
 TD0422  HISTORY     - Date     Condition        Report By
 TD0422  HISTORY     - 1964     MONUMENTED       CGS
 TD0422
 TD0422                          STATION DESCRIPTION
 TD0422
 TD0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0422'6.4 MI N FROM PARK RIVER.
 TD0422'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0422'STATION AT PARK RIVER, THENCE 5.6 MILES NORTHEAST ALONG COUNTY ROAD
 TD0422'12, IN S 27, R 55 W, T 158 N, ABOUT 0.5 MILE SOUTH OF A GRAVELED ROAD
 TD0422'INTERSECTION, AT THE JUNCTION OF A DIM ROAD LEADING EAST TO A PASTURE,
 TD0422'60 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 21 FEET
 TD0422'NORTH OF THE CENTER LINE OF THE DIM ROAD, 2 FEET WEST OF A FENCE, 1.7
 TD0422'FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TD0422'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0360 ***********************************************************************
 RQ0360  DESIGNATION -  H 41
 RQ0360  PID         -  RQ0360
 RQ0360  STATE/COUNTY-  ND/MCINTOSH
 RQ0360  USGS QUAD   -  WISHEK (1982)
 RQ0360
 RQ0360                         *CURRENT SURVEY CONTROL
 RQ0360  ___________________________________________________________________
 RQ0360* NAD 83(1986)-  46 15 26.     (N)    099 34 08.     (W)     SCALED    
 RQ0360* NAVD 88     -       612.468  (meters)    2009.41   (feet)  ADJUSTED  
 RQ0360  ___________________________________________________________________
 RQ0360  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RQ0360  DYNAMIC HT  -         612.434 (meters)    2009.29  (feet)  COMP
 RQ0360  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 RQ0360
 RQ0360  VERT ORDER  -  SECOND    CLASS 0
 RQ0360
 RQ0360.The horizontal coordinates were scaled from a topographic map and have
 RQ0360.an estimated accuracy of +/- 6 seconds.
 RQ0360
 RQ0360.The orthometric height was determined by differential leveling
 RQ0360.and adjusted by the National Geodetic Survey in June 1991..
 RQ0360.WARNING-Repeat measurements at this control monument indicate possible
 RQ0360.vertical movement.
 RQ0360
 RQ0360.The geoid height was determined by GEOID03.
 RQ0360
 RQ0360.The dynamic height is computed by dividing the NAVD 88
 RQ0360.geopotential number by the normal gravity value computed on the
 RQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0360.degrees latitude (g = 980.6199 gals.).
 RQ0360
 RQ0360.The modeled gravity was interpolated from observed gravity values.
 RQ0360
 RQ0360;                    North         East    Units  Estimated Accuracy
 RQ0360;SPC ND S     -    66,070.      671,790.      MT  (+/- 180 meters Scaled)
 RQ0360
 RQ0360                          SUPERSEDED SURVEY CONTROL
 RQ0360
 RQ0360  NGVD 29 (??/??/92)  611.857  (m)         2007.40   (f) ADJ UNCH    2 0
 RQ0360
 RQ0360.Superseded values are not recommended for survey control.
 RQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0360.See file dsdata.txt to determine how the superseded data were derived.
 RQ0360
 RQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS561227(NAD 83)
 RQ0360_MARKER: DB = BENCH MARK DISK
 RQ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0360_SP_SET: CONCRETE POST
 RQ0360_STAMPING: H 41 1934
 RQ0360_MARK LOGO: CGS   
 RQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0360+STABILITY: SURFACE MOTION
 RQ0360
 RQ0360  HISTORY     - Date     Condition        Report By
 RQ0360  HISTORY     - 1934     MONUMENTED       CGS
 RQ0360  HISTORY     - 1959     GOOD             NGS
 RQ0360  HISTORY     - 1976     GOOD             USGS
 RQ0360  HISTORY     - 1978     POOR             USGS
 RQ0360
 RQ0360                          STATION DESCRIPTION
 RQ0360
 RQ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0360'0.8 MI W FROM WISHEK.
 RQ0360'0.8 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0360'RAILWAY FROM THE CITY HALL AT WISHEK, MCINTOSH COUNTY, AT MILEPOST
 RQ0360'342, AT A PUBLIC-ROAD CROSSING, 4 POLES SOUTH OF THE CROSSING OF STATE
 RQ0360'HIGHWAY 13, 100 FEET SOUTH OF A CROSSROADS, 42 FEET NORTHEAST OF THE
 RQ0360'CENTERLINE OF THE TRACK, 4 FEET SOUTH OF A POLE, AND ABOUT 3 FEET
 RQ0360'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED H 41 1934 AND SET IN
 RQ0360'THE TOP OF A CONCRETE POST.  NOTE-- 4 FEET SOUTH OF MILEPOST 342. THE
 RQ0360'ROAD CROSSING, THAT WAS NEAR THE MARK, HAS BEEN ABANDONED. NOTE-- THE
 RQ0360'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0360'LINE RAILROAD.
 RQ0360
 RQ0360                          STATION RECOVERY (1959)
 RQ0360
 RQ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0360'RECOVERED IN GOOD CONDITION.
 RQ0360
 RQ0360                          STATION RECOVERY (1976)
 RQ0360
 RQ0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RQ0360'RECOVERED IN GOOD CONDITION.
 RQ0360
 RQ0360                          STATION RECOVERY (1978)
 RQ0360
 RQ0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0360'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0555 ***********************************************************************
 RQ0555  DESIGNATION -  H 41 A
 RQ0555  PID         -  RQ0555
 RQ0555  STATE/COUNTY-  ND/MCINTOSH
 RQ0555  USGS QUAD   -  WISHEK (1982)
 RQ0555
 RQ0555                         *CURRENT SURVEY CONTROL
 RQ0555  ___________________________________________________________________
 RQ0555* NAD 83(1986)-  46 15 32.     (N)    099 35 12.     (W)     SCALED    
 RQ0555* NAVD 88     -       622.813  (meters)    2043.35   (feet)  ADJUSTED  
 RQ0555  ___________________________________________________________________
 RQ0555  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RQ0555  DYNAMIC HT  -         622.779 (meters)    2043.23  (feet)  COMP
 RQ0555  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 RQ0555
 RQ0555  VERT ORDER  -  SECOND    CLASS 0
 RQ0555
 RQ0555.The horizontal coordinates were scaled from a topographic map and have
 RQ0555.an estimated accuracy of +/- 6 seconds.
 RQ0555
 RQ0555.The orthometric height was determined by differential leveling
 RQ0555.and adjusted by the National Geodetic Survey in June 1991..
 RQ0555
 RQ0555.The geoid height was determined by GEOID03.
 RQ0555
 RQ0555.The dynamic height is computed by dividing the NAVD 88
 RQ0555.geopotential number by the normal gravity value computed on the
 RQ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0555.degrees latitude (g = 980.6199 gals.).
 RQ0555
 RQ0555.The modeled gravity was interpolated from observed gravity values.
 RQ0555
 RQ0555;                    North         East    Units  Estimated Accuracy
 RQ0555;SPC ND S     -    66,240.      670,420.      MT  (+/- 180 meters Scaled)
 RQ0555
 RQ0555                          SUPERSEDED SURVEY CONTROL
 RQ0555
 RQ0555.No superseded survey control is available for this station.
 RQ0555
 RQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS547229(NAD 83)
 RQ0555_MARKER: Z = SEE DESCRIPTION
 RQ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0555_SP_SET: A PUNCHED HOLE IN METAL CULVER
 RQ0555_MARK LOGO: USGS  
 RQ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0555
 RQ0555  HISTORY     - Date     Condition        Report By
 RQ0555  HISTORY     - 1976     MONUMENTED       USGS
 RQ0555
 RQ0555                          STATION DESCRIPTION
 RQ0555
 RQ0555'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 RQ0555'2.8 KM (1.75 MI) WEST FROM WISHEK.
 RQ0555'1.75 MI WEST OF TABLET, NEAR CORNER OF SECTIONS 8, 9,
 RQ0555'16 AND 17, T. 131 N., R. 71 W., 52 FEET SOUTH AND 26 FEET WEST OF
 RQ0555'CROSSROADS, ON THE WEST END OF AN 18-INCH CORRUGATED METAL CULVERT, A
 RQ0555'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0390 ***********************************************************************
 TD0390  DESIGNATION -  H 410
 TD0390  PID         -  TD0390
 TD0390  STATE/COUNTY-  ND/WALSH
 TD0390  USGS QUAD   -  EDINBURG (1978)
 TD0390
 TD0390                         *CURRENT SURVEY CONTROL
 TD0390  ___________________________________________________________________
 TD0390* NAD 83(1986)-  48 29 07.     (N)    097 50 10.     (W)     SCALED    
 TD0390* NAVD 88     -       358.405  (meters)    1175.87   (feet)  ADJUSTED  
 TD0390  ___________________________________________________________________
 TD0390  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 TD0390  DYNAMIC HT  -         358.483 (meters)    1176.12  (feet)  COMP
 TD0390  MODELED GRAV-     980,819.2   (mgal)                       NAVD 88
 TD0390
 TD0390  VERT ORDER  -  SECOND    CLASS 0
 TD0390
 TD0390.The horizontal coordinates were scaled from a topographic map and have
 TD0390.an estimated accuracy of +/- 6 seconds.
 TD0390
 TD0390.The orthometric height was determined by differential leveling
 TD0390.and adjusted by the National Geodetic Survey in June 1991..
 TD0390
 TD0390.The geoid height was determined by GEOID03.
 TD0390
 TD0390.The dynamic height is computed by dividing the NAVD 88
 TD0390.geopotential number by the normal gravity value computed on the
 TD0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0390.degrees latitude (g = 980.6199 gals.).
 TD0390
 TD0390.The modeled gravity was interpolated from observed gravity values.
 TD0390
 TD0390;                    North         East    Units  Estimated Accuracy
 TD0390;SPC ND N     -   168,540.      796,880.      MT  (+/- 180 meters Scaled)
 TD0390
 TD0390                          SUPERSEDED SURVEY CONTROL
 TD0390
 TD0390  NGVD 29 (??/??/92)  358.046  (m)         1174.69   (f) ADJ UNCH    2 0
 TD0390
 TD0390.Superseded values are not recommended for survey control.
 TD0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0390.See file dsdata.txt to determine how the superseded data were derived.
 TD0390
 TD0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU860708(NAD 83)
 TD0390_MARKER: DB = BENCH MARK DISK
 TD0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0390_STAMPING: H 410 1964
 TD0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0390+STABILITY: SURFACE MOTION
 TD0390
 TD0390  HISTORY     - Date     Condition        Report By
 TD0390  HISTORY     - 1964     MONUMENTED       CGS
 TD0390  HISTORY     - 1983     GOOD             LOCSUR
 TD0390
 TD0390                          STATION DESCRIPTION
 TD0390
 TD0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0390'1.5 MI SE FROM EDINBURG.
 TD0390'ABOUT 1.5 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0390'STATION AT EDINBURG, IN S 23, R 56 W, T 158 N, ABOUT 125 YARDS NORTH
 TD0390'ACROSS THE TRACK FROM MILEPOST 42, 60 FEET NORTHEAST OF THE NORTHEAST
 TD0390'RAIL AT THE CROSSING OF AN EAST-WEST GRAVELED ROAD, 42 FEET NORTH OF
 TD0390'THE CENTER LINE OF THE ROAD, 17 1/2 FEET EAST OF TELEPHONE POLE 1582,
 TD0390'3 FEET NORTHWEST OF THE FIRST POWER POLE NORTHEAST OF THE TRACK, 1.4
 TD0390'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEERT BELOW THE LEVEL
 TD0390'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TD0390'INCHES.
 TD0390
 TD0390                          STATION RECOVERY (1983)
 TD0390
 TD0390'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0502 ***********************************************************************
 TE0502  DESIGNATION -  H 411
 TE0502  PID         -  TE0502
 TE0502  STATE/COUNTY-  ND/WALSH
 TE0502  USGS QUAD   -  ADAMS (1972)
 TE0502
 TE0502                         *CURRENT SURVEY CONTROL
 TE0502  ___________________________________________________________________
 TE0502* NAD 83(1986)-  48 24 50.     (N)    098 02 12.     (W)     SCALED    
 TE0502* NAVD 88     -       471.182  (meters)    1545.87   (feet)  ADJUSTED  
 TE0502  ___________________________________________________________________
 TE0502  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 TE0502  DYNAMIC HT  -         471.272 (meters)    1546.16  (feet)  COMP
 TE0502  MODELED GRAV-     980,787.6   (mgal)                       NAVD 88
 TE0502
 TE0502  VERT ORDER  -  SECOND    CLASS 0
 TE0502
 TE0502.The horizontal coordinates were scaled from a topographic map and have
 TE0502.an estimated accuracy of +/- 6 seconds.
 TE0502
 TE0502.The orthometric height was determined by differential leveling
 TE0502.and adjusted by the National Geodetic Survey in June 1991..
 TE0502
 TE0502.The geoid height was determined by GEOID03.
 TE0502
 TE0502.The dynamic height is computed by dividing the NAVD 88
 TE0502.geopotential number by the normal gravity value computed on the
 TE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0502.degrees latitude (g = 980.6199 gals.).
 TE0502
 TE0502.The modeled gravity was interpolated from observed gravity values.
 TE0502
 TE0502;                    North         East    Units  Estimated Accuracy
 TE0502;SPC ND N     -   160,120.      782,310.      MT  (+/- 180 meters Scaled)
 TE0502
 TE0502                          SUPERSEDED SURVEY CONTROL
 TE0502
 TE0502  NGVD 29 (??/??/92)  470.801  (m)         1544.62   (f) ADJ UNCH    2 0
 TE0502
 TE0502.Superseded values are not recommended for survey control.
 TE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0502.See file dsdata.txt to determine how the superseded data were derived.
 TE0502
 TE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU712627(NAD 83)
 TE0502_MARKER: DB = BENCH MARK DISK
 TE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0502_STAMPING: H 411 1964
 TE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0502+STABILITY: SURFACE MOTION
 TE0502
 TE0502  HISTORY     - Date     Condition        Report By
 TE0502  HISTORY     - 1964     MONUMENTED       CGS
 TE0502  HISTORY     - 1968     GOOD             DOD
 TE0502
 TE0502                          STATION DESCRIPTION
 TE0502
 TE0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0502'1.1 MI E FROM ADAMS.
 TE0502'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0502'SOO LINE RAILROAD AT ADAMS, IN S 18, R 57 W, T 157 N, 191 FEET
 TE0502'NORTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD, 171
 TE0502'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 83 FEET NORTH
 TE0502'OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET WEST OF A POWER POLE AND
 TE0502'IN LINE WITH A ROW OF POLES, 1.9 FEET EAST OF A METAL WITNESS POST,
 TE0502'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE0502'PROJECTING 5 INCHES.
 TE0502
 TE0502                          STATION RECOVERY (1968)
 TE0502
 TE0502'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0456 ***********************************************************************
 TE0456  DESIGNATION -  H 412
 TE0456  PID         -  TE0456
 TE0456  STATE/COUNTY-  ND/RAMSEY
 TE0456  USGS QUAD   -  EDMORE (1972)
 TE0456
 TE0456                         *CURRENT SURVEY CONTROL
 TE0456  ___________________________________________________________________
 TE0456* NAD 83(1986)-  48 26 34.     (N)    098 26 56.     (W)     SCALED    
 TE0456* NAVD 88     -       466.000  (meters)    1528.87   (feet)  ADJUSTED  
 TE0456  ___________________________________________________________________
 TE0456  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0456  DYNAMIC HT  -         466.092 (meters)    1529.17  (feet)  COMP
 TE0456  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TE0456
 TE0456  VERT ORDER  -  SECOND    CLASS 0
 TE0456
 TE0456.The horizontal coordinates were scaled from a topographic map and have
 TE0456.an estimated accuracy of +/- 6 seconds.
 TE0456
 TE0456.The orthometric height was determined by differential leveling
 TE0456.and adjusted by the National Geodetic Survey in June 1991..
 TE0456
 TE0456.The geoid height was determined by GEOID03.
 TE0456
 TE0456.The dynamic height is computed by dividing the NAVD 88
 TE0456.geopotential number by the normal gravity value computed on the
 TE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0456.degrees latitude (g = 980.6199 gals.).
 TE0456
 TE0456.The modeled gravity was interpolated from observed gravity values.
 TE0456
 TE0456;                    North         East    Units  Estimated Accuracy
 TE0456;SPC ND N     -   162,430.      751,730.      MT  (+/- 180 meters Scaled)
 TE0456
 TE0456                          SUPERSEDED SURVEY CONTROL
 TE0456
 TE0456  NGVD 29 (??/??/92)  465.622  (m)         1527.63   (f) ADJ UNCH    2 0
 TE0456
 TE0456.Superseded values are not recommended for survey control.
 TE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0456.See file dsdata.txt to determine how the superseded data were derived.
 TE0456
 TE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU407656(NAD 83)
 TE0456_MARKER: DB = BENCH MARK DISK
 TE0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0456_SP_SET: 20 FEET
 TE0456_STAMPING: H 412 1964
 TE0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0456
 TE0456  HISTORY     - Date     Condition        Report By
 TE0456  HISTORY     - 1964     MONUMENTED       CGS
 TE0456
 TE0456                          STATION DESCRIPTION
 TE0456
 TE0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0456'2.3 MI N FROM EDMORE.
 TE0456'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0456'AT EDMORE, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 1,
 TE0456'T 157 N, R 61 W, 137 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 TE0456'INTERSECTION, 108 FEET WEST OF THE CENTER LINE OF THE ROAD, 83 FEET
 TE0456'NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1 1/2 FEET EAST OF A
 TE0456'POWER POLE, IN LINE WITH A ROW OF POLES, 1.1 FEET NORTH OF A METAL
 TE0456'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET ON TOP OF A 5/8-INCH
 TE0456'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND ENCASED IN
 TE0456'A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0050 ***********************************************************************
 TE0050  DESIGNATION -  H 413
 TE0050  PID         -  TE0050
 TE0050  STATE/COUNTY-  ND/CAVALIER
 TE0050  USGS QUAD   -  MILTON (1972)
 TE0050
 TE0050                         *CURRENT SURVEY CONTROL
 TE0050  ___________________________________________________________________
 TE0050* NAD 83(1986)-  48 37 50.     (N)    098 03 23.     (W)     SCALED    
 TE0050* NAVD 88     -       483.630  (meters)    1586.71   (feet)  ADJUSTED  
 TE0050  ___________________________________________________________________
 TE0050  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 TE0050  DYNAMIC HT  -         483.728 (meters)    1587.03  (feet)  COMP
 TE0050  MODELED GRAV-     980,797.4   (mgal)                       NAVD 88
 TE0050
 TE0050  VERT ORDER  -  SECOND    CLASS 0
 TE0050
 TE0050.The horizontal coordinates were scaled from a topographic map and have
 TE0050.an estimated accuracy of +/- 6 seconds.
 TE0050
 TE0050.The orthometric height was determined by differential leveling
 TE0050.and adjusted by the National Geodetic Survey in June 1991..
 TE0050
 TE0050.The geoid height was determined by GEOID03.
 TE0050
 TE0050.The dynamic height is computed by dividing the NAVD 88
 TE0050.geopotential number by the normal gravity value computed on the
 TE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0050.degrees latitude (g = 980.6199 gals.).
 TE0050
 TE0050.The modeled gravity was interpolated from observed gravity values.
 TE0050
 TE0050;                    North         East    Units  Estimated Accuracy
 TE0050;SPC ND N     -   184,150.      780,090.      MT  (+/- 180 meters Scaled)
 TE0050
 TE0050                          SUPERSEDED SURVEY CONTROL
 TE0050
 TE0050  NGVD 29 (??/??/92)  483.253  (m)         1585.47   (f) ADJ UNCH    2 0
 TE0050
 TE0050.Superseded values are not recommended for survey control.
 TE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0050.See file dsdata.txt to determine how the superseded data were derived.
 TE0050
 TE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU695868(NAD 83)
 TE0050_MARKER: DB = BENCH MARK DISK
 TE0050_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0050_SP_SET: 10 1/2 FEET
 TE0050_STAMPING: H 413 1964
 TE0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0050
 TE0050  HISTORY     - Date     Condition        Report By
 TE0050  HISTORY     - 1964     MONUMENTED       CGS
 TE0050
 TE0050                          STATION DESCRIPTION
 TE0050
 TE0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0050'0.7 MI NW FROM MILTON.
 TE0050'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0050'STATION AT MILTON, IN S 31, R 57 W, T 160 N, AT THE CROSSING OF STATE
 TE0050'HIGHWAY 66, 172 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37 1/2
 TE0050'FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET SOUTHWEST OF THE CENTER
 TE0050'LINE OF A GRAVELED ROAD WHICH PARALLELS THE TRACK, 3 FEET SOUTH OF A
 TE0050'TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TE0050'WITH THE TRACK AND THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 TE0050'COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 1/2 FEET AND IS ENCASED IN
 TE0050'A 4-INCH CAST IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0302 ***********************************************************************
 TE0302  DESIGNATION -  H 414
 TE0302  PID         -  TE0302
 TE0302  STATE/COUNTY-  ND/CAVALIER
 TE0302  USGS QUAD   -  NEKOMA (1972)
 TE0302
 TE0302                         *CURRENT SURVEY CONTROL
 TE0302  ___________________________________________________________________
 TE0302* NAD 83(1986)-  48 35 52.     (N)    098 16 27.     (W)     SCALED    
 TE0302* NAVD 88     -       508.671  (meters)    1668.86   (feet)  ADJUSTED  
 TE0302  ___________________________________________________________________
 TE0302  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 TE0302  DYNAMIC HT  -         508.771 (meters)    1669.19  (feet)  COMP
 TE0302  MODELED GRAV-     980,792.4   (mgal)                       NAVD 88
 TE0302
 TE0302  VERT ORDER  -  SECOND    CLASS 0
 TE0302
 TE0302.The horizontal coordinates were scaled from a topographic map and have
 TE0302.an estimated accuracy of +/- 6 seconds.
 TE0302
 TE0302.The orthometric height was determined by differential leveling
 TE0302.and adjusted by the National Geodetic Survey in June 1991..
 TE0302
 TE0302.The geoid height was determined by GEOID03.
 TE0302
 TE0302.The dynamic height is computed by dividing the NAVD 88
 TE0302.geopotential number by the normal gravity value computed on the
 TE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0302.degrees latitude (g = 980.6199 gals.).
 TE0302
 TE0302.The modeled gravity was interpolated from observed gravity values.
 TE0302
 TE0302;                    North         East    Units  Estimated Accuracy
 TE0302;SPC ND N     -   180,020.      764,150.      MT  (+/- 180 meters Scaled)
 TE0302
 TE0302                          SUPERSEDED SURVEY CONTROL
 TE0302
 TE0302  NGVD 29 (??/??/92)  508.283  (m)         1667.59   (f) ADJ UNCH    2 0
 TE0302
 TE0302.Superseded values are not recommended for survey control.
 TE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0302.See file dsdata.txt to determine how the superseded data were derived.
 TE0302
 TE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU535829(NAD 83)
 TE0302_MARKER: DB = BENCH MARK DISK
 TE0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0302_STAMPING: H 414 1964
 TE0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0302+STABILITY: SURFACE MOTION
 TE0302
 TE0302  HISTORY     - Date     Condition        Report By
 TE0302  HISTORY     - 1964     MONUMENTED       CGS
 TE0302
 TE0302                          STATION DESCRIPTION
 TE0302
 TE0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0302'12.9 MI SW FROM MILTON.
 TE0302'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0302'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0302'THENCE 6.0 MILES WEST ALONG CAVALIER COUNTY ROAD 66, THENCE 2.25 MILES
 TE0302'SOUTH ALONG A SECTION LINE ROAD, OR ABOUT 3.0 MILES WEST ALONG WALSH
 TE0302'COUNTY ROAD 9 FROM THE INTERSECTION OF WALSH COUNTY ROADS 9 AND 22 AT
 TE0302'FAIRDALE, THENCE 6.0 MILES NORTH ALONG A SECTION LINE ROAD, THENCE 1.0
 TE0302'MILE EAST ALONG A GRAVELED ROAD, THENCE 1.75 MILES NORTH ALONG A
 TE0302'SECTION LINE ROAD, IN S 16, T 159 N, R 59 W, 106 FEET EAST OF THE
 TE0302'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 TE0302'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TE0302'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0434 ***********************************************************************
 TD0434  DESIGNATION -  H 415
 TD0434  PID         -  TD0434
 TD0434  STATE/COUNTY-  ND/WALSH
 TD0434  USGS QUAD   -  EDINBURG NW (1972)
 TD0434
 TD0434                         *CURRENT SURVEY CONTROL
 TD0434  ___________________________________________________________________
 TD0434* NAD 83(1986)-  48 25 14.     (N)    097 58 12.     (W)     SCALED    
 TD0434* NAVD 88     -       436.231  (meters)    1431.20   (feet)  ADJUSTED  
 TD0434  ___________________________________________________________________
 TD0434  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 TD0434  DYNAMIC HT  -         436.317 (meters)    1431.48  (feet)  COMP
 TD0434  MODELED GRAV-     980,795.0   (mgal)                       NAVD 88
 TD0434
 TD0434  VERT ORDER  -  SECOND    CLASS 0
 TD0434
 TD0434.The horizontal coordinates were scaled from a topographic map and have
 TD0434.an estimated accuracy of +/- 6 seconds.
 TD0434
 TD0434.The orthometric height was determined by differential leveling
 TD0434.and adjusted by the National Geodetic Survey in June 1991..
 TD0434
 TD0434.The geoid height was determined by GEOID03.
 TD0434
 TD0434.The dynamic height is computed by dividing the NAVD 88
 TD0434.geopotential number by the normal gravity value computed on the
 TD0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0434.degrees latitude (g = 980.6199 gals.).
 TD0434
 TD0434.The modeled gravity was interpolated from observed gravity values.
 TD0434
 TD0434;                    North         East    Units  Estimated Accuracy
 TD0434;SPC ND N     -   161,020.      787,220.      MT  (+/- 180 meters Scaled)
 TD0434
 TD0434                          SUPERSEDED SURVEY CONTROL
 TD0434
 TD0434  NGVD 29 (??/??/92)  435.847  (m)         1429.94   (f) ADJ UNCH    2 0
 TD0434
 TD0434.Superseded values are not recommended for survey control.
 TD0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0434.See file dsdata.txt to determine how the superseded data were derived.
 TD0434
 TD0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU762635(NAD 83)
 TD0434_MARKER: DB = BENCH MARK DISK
 TD0434_SETTING: 80 = SET IN A BOULDER
 TD0434_SP_SET: BOULDER
 TD0434_STAMPING: H 415 1964
 TD0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0434+STABILITY: SURFACE MOTION
 TD0434
 TD0434  HISTORY     - Date     Condition        Report By
 TD0434  HISTORY     - 1964     MONUMENTED       CGS
 TD0434
 TD0434                          STATION DESCRIPTION
 TD0434
 TD0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0434'6.6 MI NE FROM ADAMS.
 TD0434'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF STATE
 TD0434'HIGHWAY 17 AND THE SOO LINE RAILROAD AT ADAMS, THENCE 1.6 MILES NORTH
 TD0434'ALONG A GRAVELED ROAD, IN SECTION 14, T 157 N, R 57 W, 112 FEET EAST
 TD0434'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A BOULDER WHICH
 TD0434'PROJECTS 1 FOOT, 2.0 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 5
 TD0434'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1088 ***********************************************************************
 TE1088  DESIGNATION -  H 416
 TE1088  PID         -  TE1088
 TE1088  STATE/COUNTY-  ND/CAVALIER
 TE1088  USGS QUAD   -  ALSEN SE (1970)
 TE1088
 TE1088                         *CURRENT SURVEY CONTROL
 TE1088  ___________________________________________________________________
 TE1088* NAD 83(1986)-  48 34 21.     (N)    098 37 22.     (W)     SCALED    
 TE1088* NAVD 88     -       479.207  (meters)    1572.20   (feet)  ADJUSTED  
 TE1088  ___________________________________________________________________
 TE1088  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE1088  DYNAMIC HT  -         479.304 (meters)    1572.52  (feet)  COMP
 TE1088  MODELED GRAV-     980,797.7   (mgal)                       NAVD 88
 TE1088
 TE1088  VERT ORDER  -  SECOND    CLASS 0
 TE1088
 TE1088.The horizontal coordinates were scaled from a topographic map and have
 TE1088.an estimated accuracy of +/- 6 seconds.
 TE1088
 TE1088.The orthometric height was determined by differential leveling
 TE1088.and adjusted by the National Geodetic Survey in June 1991..
 TE1088
 TE1088.The geoid height was determined by GEOID03.
 TE1088
 TE1088.The dynamic height is computed by dividing the NAVD 88
 TE1088.geopotential number by the normal gravity value computed on the
 TE1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1088.degrees latitude (g = 980.6199 gals.).
 TE1088
 TE1088.The modeled gravity was interpolated from observed gravity values.
 TE1088
 TE1088;                    North         East    Units  Estimated Accuracy
 TE1088;SPC ND N     -   176,530.      738,510.      MT  (+/- 180 meters Scaled)
 TE1088
 TE1088                          SUPERSEDED SURVEY CONTROL
 TE1088
 TE1088  NGVD 29 (??/??/92)  478.814  (m)         1570.91   (f) ADJ UNCH    2 0
 TE1088
 TE1088.Superseded values are not recommended for survey control.
 TE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1088.See file dsdata.txt to determine how the superseded data were derived.
 TE1088
 TE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU278800(NAD 83)
 TE1088_MARKER: DB = BENCH MARK DISK
 TE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1088_STAMPING: H 416 1964
 TE1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1088+STABILITY: SURFACE MOTION
 TE1088
 TE1088  HISTORY     - Date     Condition        Report By
 TE1088  HISTORY     - 1964     MONUMENTED       CGS
 TE1088  HISTORY     - 1985     GOOD             DMA
 TE1088
 TE1088                          STATION DESCRIPTION
 TE1088
 TE1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1088'8.1 MI SW FROM LOMA.
 TE1088'ABOUT 3.1 MILES WEST ALONG COUNTY ROAD 66 FROM THE SOO LINE RAILWAY
 TE1088'STATION AT LOMA, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 TE1088'2.5 MILES SOUTH ALONG A TRAIL ROAD, THENCE 1.0 MILE SOUTH ALONG A
 TE1088'GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, OR ABOUT
 TE1088'0.6 MILE NORTHEAST ALONG COUNTY ROAD 3 FROM THE GREAT NORTHERN RAILWAY
 TE1088'STATION AT HAMPDEN, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 TE1088'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 22, T 159 N, R
 TE1088'62 W, 80 FEET NORTH OF THE CENTER LINE OF THE ROAD, 75 FEET WEST OF
 TE1088'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 2 1/2 FEET NORTH OF
 TE1088'A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 1.6 FEET WEST OF A METAL
 TE1088'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 TE1088'CONCRETE POST PROJECTING 6 INCHES.
 TE1088
 TE1088                          STATION RECOVERY (1985)
 TE1088
 TE1088'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 TE1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0439 ***********************************************************************
 TE0439  DESIGNATION -  H 417
 TE0439  PID         -  TE0439
 TE0439  STATE/COUNTY-  ND/WALSH
 TE0439  USGS QUAD   -  ADAMS (1972)
 TE0439
 TE0439                         *CURRENT SURVEY CONTROL
 TE0439  ___________________________________________________________________
 TE0439* NAD 83(1986)-  48 29 09.     (N)    098 03 26.     (W)     SCALED    
 TE0439* NAVD 88     -       474.942  (meters)    1558.21   (feet)  ADJUSTED  
 TE0439  ___________________________________________________________________
 TE0439  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 TE0439  DYNAMIC HT  -         475.032 (meters)    1558.50  (feet)  COMP
 TE0439  MODELED GRAV-     980,785.6   (mgal)                       NAVD 88
 TE0439
 TE0439  VERT ORDER  -  SECOND    CLASS 0
 TE0439
 TE0439.The horizontal coordinates were scaled from a topographic map and have
 TE0439.an estimated accuracy of +/- 6 seconds.
 TE0439
 TE0439.The orthometric height was determined by differential leveling
 TE0439.and adjusted by the National Geodetic Survey in June 1991..
 TE0439
 TE0439.The geoid height was determined by GEOID03.
 TE0439
 TE0439.The dynamic height is computed by dividing the NAVD 88
 TE0439.geopotential number by the normal gravity value computed on the
 TE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0439.degrees latitude (g = 980.6199 gals.).
 TE0439
 TE0439.The modeled gravity was interpolated from observed gravity values.
 TE0439
 TE0439;                    North         East    Units  Estimated Accuracy
 TE0439;SPC ND N     -   168,060.      780,540.      MT  (+/- 180 meters Scaled)
 TE0439
 TE0439                          SUPERSEDED SURVEY CONTROL
 TE0439
 TE0439  NGVD 29 (??/??/92)  474.560  (m)         1556.95   (f) ADJ UNCH    2 0
 TE0439
 TE0439.Superseded values are not recommended for survey control.
 TE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0439.See file dsdata.txt to determine how the superseded data were derived.
 TE0439
 TE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU696707(NAD 83)
 TE0439_MARKER: DB = BENCH MARK DISK
 TE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0439_STAMPING: H 417 1964
 TE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0439+STABILITY: SURFACE MOTION
 TE0439
 TE0439  HISTORY     - Date     Condition        Report By
 TE0439  HISTORY     - 1964     MONUMENTED       CGS
 TE0439
 TE0439                          STATION DESCRIPTION
 TE0439
 TE0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0439'8.0 MI E FROM FAIRDALE.
 TE0439'ABOUT 8.0 MILES EAST ALONG COUNTY ROAD 9 FROM THE INTERSECTION OF
 TE0439'COUNTY ROADS 9 AND 22 AT FAIRDALE, OR ABOUT 9.4 MILES WEST ALONG
 TE0439'COUNTY ROAD 9 FROM THE POST OFFICE AT EDINBURG, IN SECTION 19, T 158
 TE0439'N, R 47 W, 92 FEET NORTHEAST OF THE CENTER OF AN INTERSECTION OF
 TE0439'COUNTY ROAD 9 AND A GRAVELED ROAD, 84 FEET NORTH OF THE CENTER LINE OF
 TE0439'THE COUNTY ROAD, 37 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 TE0439'2 1/2 FEET EAST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES,
 TE0439'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0439'OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0439'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0482 ***********************************************************************
 TD0482  DESIGNATION -  H 418
 TD0482  PID         -  TD0482
 TD0482  STATE/COUNTY-  ND/WALSH
 TD0482  USGS QUAD   -  VESELEYVILLE (1963)
 TD0482
 TD0482                         *CURRENT SURVEY CONTROL
 TD0482  ___________________________________________________________________
 TD0482* NAD 83(1986)-  48 15 58.     (N)    097 37 21.     (W)     SCALED    
 TD0482* NAVD 88     -       283.125  (meters)     928.89   (feet)  ADJUSTED  
 TD0482  ___________________________________________________________________
 TD0482  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 TD0482  DYNAMIC HT  -         283.189 (meters)     929.10  (feet)  COMP
 TD0482  MODELED GRAV-     980,829.5   (mgal)                       NAVD 88
 TD0482
 TD0482  VERT ORDER  -  SECOND    CLASS 0
 TD0482
 TD0482.The horizontal coordinates were scaled from a topographic map and have
 TD0482.an estimated accuracy of +/- 6 seconds.
 TD0482
 TD0482.The orthometric height was determined by differential leveling
 TD0482.and adjusted by the National Geodetic Survey in June 1991..
 TD0482
 TD0482.The geoid height was determined by GEOID03.
 TD0482
 TD0482.The dynamic height is computed by dividing the NAVD 88
 TD0482.geopotential number by the normal gravity value computed on the
 TD0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0482.degrees latitude (g = 980.6199 gals.).
 TD0482
 TD0482.The modeled gravity was interpolated from observed gravity values.
 TD0482
 TD0482;                    North         East    Units  Estimated Accuracy
 TD0482;SPC ND N     -   144,760.      813,570.      MT  (+/- 180 meters Scaled)
 TD0482
 TD0482                          SUPERSEDED SURVEY CONTROL
 TD0482
 TD0482  NGVD 29 (??/??/92)  282.789  (m)          927.78   (f) ADJ UNCH    2 0
 TD0482
 TD0482.Superseded values are not recommended for survey control.
 TD0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0482.See file dsdata.txt to determine how the superseded data were derived.
 TD0482
 TD0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU022467(NAD 83)
 TD0482_MARKER: DB = BENCH MARK DISK
 TD0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0482_STAMPING: H 418 1964
 TD0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0482+STABILITY: SURFACE MOTION
 TD0482
 TD0482  HISTORY     - Date     Condition        Report By
 TD0482  HISTORY     - 1964     MONUMENTED       CGS
 TD0482
 TD0482                          STATION DESCRIPTION
 TD0482
 TD0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0482'6.9 MI SE FROM PISEK.
 TD0482'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 18 FROM THE SCHOOL AT PISEK,
 TD0482'THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 7, T 155 N, R 54
 TD0482'W, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TD0482'EAST, 80 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 TD0482'DRIVE LEADING WEST TO A WHITE FARMHOUSE, 75 FEET WEST OF THE CENTER
 TD0482'LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 8
 TD0482'1/2 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 1.3
 TD0482'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TD0482'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TD0482'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0528 ***********************************************************************
 TE0528  DESIGNATION -  H 419
 TE0528  PID         -  TE0528
 TE0528  STATE/COUNTY-  ND/RAMSEY
 TE0528  USGS QUAD   -  LAWTON (1972)
 TE0528
 TE0528                         *CURRENT SURVEY CONTROL
 TE0528  ___________________________________________________________________
 TE0528* NAD 83(1986)-  48 18 37.     (N)    098 19 55.     (W)     SCALED    
 TE0528* NAVD 88     -       466.801  (meters)    1531.50   (feet)  ADJUSTED  
 TE0528  ___________________________________________________________________
 TE0528  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 TE0528  DYNAMIC HT  -         466.892 (meters)    1531.79  (feet)  COMP
 TE0528  MODELED GRAV-     980,790.5   (mgal)                       NAVD 88
 TE0528
 TE0528  VERT ORDER  -  SECOND    CLASS 0
 TE0528
 TE0528.The horizontal coordinates were scaled from a topographic map and have
 TE0528.an estimated accuracy of +/- 6 seconds.
 TE0528
 TE0528.The orthometric height was determined by differential leveling
 TE0528.and adjusted by the National Geodetic Survey in June 1991..
 TE0528
 TE0528.The geoid height was determined by GEOID03.
 TE0528
 TE0528.The dynamic height is computed by dividing the NAVD 88
 TE0528.geopotential number by the normal gravity value computed on the
 TE0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0528.degrees latitude (g = 980.6199 gals.).
 TE0528
 TE0528.The modeled gravity was interpolated from observed gravity values.
 TE0528
 TE0528;                    North         East    Units  Estimated Accuracy
 TE0528;SPC ND N     -   147,940.      760,790.      MT  (+/- 180 meters Scaled)
 TE0528
 TE0528                          SUPERSEDED SURVEY CONTROL
 TE0528
 TE0528  NGVD 29 (??/??/92)  466.428  (m)         1530.27   (f) ADJ UNCH    2 0
 TE0528
 TE0528.Superseded values are not recommended for survey control.
 TE0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0528.See file dsdata.txt to determine how the superseded data were derived.
 TE0528
 TE0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU495510(NAD 83)
 TE0528_MARKER: DB = BENCH MARK DISK
 TE0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0528_STAMPING: H 419 1964
 TE0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0528+STABILITY: SURFACE MOTION
 TE0528
 TE0528  HISTORY     - Date     Condition        Report By
 TE0528  HISTORY     - 1964     MONUMENTED       CGS
 TE0528
 TE0528                          STATION DESCRIPTION
 TE0528
 TE0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0528'2.4 MI NE FROM LAWTON.
 TE0528'ABOUT 2.4 MILES NORTHEAST ALONG COUNTY ROADS 8 AND 15 FROM THE GREAT
 TE0528'NORTHERN RAILWAY STATION AT LAWTON, IN S 26, T 156 N, R 60 W, ABOUT
 TE0528'0.2 MILE EAST OF A DIRT ROAD INTERSECTION, AT THE JUNCTION OF A DRIVE
 TE0528'LEADING SOUTH TO A LARGE FIELD, 74 FEET SOUTH OF THE CENTER LINE OF
 TE0528'THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE DRIVE, 16 FEET
 TE0528'SOUTHWEST OF AN 18-INCH PIPE CULVERT UNDER THE DRIVE, 1.7 FEET EAST OF
 TE0528'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 TE0528'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0425 ***********************************************************************
 RQ0425  DESIGNATION -  H 42
 RQ0425  PID         -  RQ0425
 RQ0425  STATE/COUNTY-  ND/EMMONS
 RQ0425  USGS QUAD   -  KINTYRE (1975)
 RQ0425
 RQ0425                         *CURRENT SURVEY CONTROL
 RQ0425  ___________________________________________________________________
 RQ0425* NAD 83(1986)-  46 33 18.     (N)    099 58 44.     (W)     SCALED    
 RQ0425* NAVD 88     -       571.373  (meters)    1874.58   (feet)  ADJUSTED  
 RQ0425  ___________________________________________________________________
 RQ0425  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 RQ0425  DYNAMIC HT  -         571.376 (meters)    1874.59  (feet)  COMP
 RQ0425  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RQ0425
 RQ0425  VERT ORDER  -  SECOND    CLASS 0
 RQ0425
 RQ0425.The horizontal coordinates were scaled from a topographic map and have
 RQ0425.an estimated accuracy of +/- 6 seconds.
 RQ0425
 RQ0425.The orthometric height was determined by differential leveling
 RQ0425.and adjusted by the National Geodetic Survey in June 1991..
 RQ0425
 RQ0425.The geoid height was determined by GEOID03.
 RQ0425
 RQ0425.The dynamic height is computed by dividing the NAVD 88
 RQ0425.geopotential number by the normal gravity value computed on the
 RQ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0425.degrees latitude (g = 980.6199 gals.).
 RQ0425
 RQ0425.The modeled gravity was interpolated from observed gravity values.
 RQ0425
 RQ0425;                    North         East    Units  Estimated Accuracy
 RQ0425;SPC ND S     -    98,880.      639,960.      MT  (+/- 180 meters Scaled)
 RQ0425
 RQ0425                          SUPERSEDED SURVEY CONTROL
 RQ0425
 RQ0425  NGVD 29 (??/??/92)  570.956  (m)         1873.21   (f) ADJ UNCH    2 0
 RQ0425
 RQ0425.Superseded values are not recommended for survey control.
 RQ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0425.See file dsdata.txt to determine how the superseded data were derived.
 RQ0425
 RQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS249561(NAD 83)
 RQ0425_MARKER: DB = BENCH MARK DISK
 RQ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0425_STAMPING: H 42 1934
 RQ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0425+STABILITY: SURFACE MOTION
 RQ0425
 RQ0425  HISTORY     - Date     Condition        Report By
 RQ0425  HISTORY     - 1934     MONUMENTED       CGS
 RQ0425  HISTORY     - 1959     GOOD             NGS
 RQ0425
 RQ0425                          STATION DESCRIPTION
 RQ0425
 RQ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0425'1.5 MI W FROM KINTYRE.
 RQ0425'1.5 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0425'RAILWAY FROM THE STATION AT KINTYRE, EMMONS COUNTY, ABOUT 6 POLES EAST
 RQ0425'OF MILEPOST 374, ABOUT 1 POLE EAST OF THE CROSSING OF A
 RQ0425'TRANSMISSION-POWER LINE, AT A PRIVATE-ROAD CROSSING, 45 FEET EAST OF
 RQ0425'THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF THE TRACK, 8 FEET SOUTH
 RQ0425'OF A FENCE, 4 FEET SOUTHEAST OF A POLE, AND ABOUT LEVEL WITH THE
 RQ0425'TRACK.  A STANDARD DISK, STAMPED H 42 1934 AND SET IN THE TOP OF A
 RQ0425'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0425'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0449 ***********************************************************************
 TD0449  DESIGNATION -  H 420
 TD0449  PID         -  TD0449
 TD0449  STATE/COUNTY-  ND/WALSH
 TD0449  USGS QUAD   -  LANKIN (1972)
 TD0449
 TD0449                         *CURRENT SURVEY CONTROL
 TD0449  ___________________________________________________________________
 TD0449* NAD 83(1986)-  48 18 38.     (N)    097 59 07.     (W)     SCALED    
 TD0449* NAVD 88     -       449.731  (meters)    1475.49   (feet)  ADJUSTED  
 TD0449  ___________________________________________________________________
 TD0449  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 TD0449  DYNAMIC HT  -         449.818 (meters)    1475.78  (feet)  COMP
 TD0449  MODELED GRAV-     980,790.8   (mgal)                       NAVD 88
 TD0449
 TD0449  VERT ORDER  -  SECOND    CLASS 0
 TD0449
 TD0449.The horizontal coordinates were scaled from a topographic map and have
 TD0449.an estimated accuracy of +/- 6 seconds.
 TD0449
 TD0449.The orthometric height was determined by differential leveling
 TD0449.and adjusted by the National Geodetic Survey in June 1991..
 TD0449
 TD0449.The geoid height was determined by GEOID03.
 TD0449
 TD0449.The dynamic height is computed by dividing the NAVD 88
 TD0449.geopotential number by the normal gravity value computed on the
 TD0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0449.degrees latitude (g = 980.6199 gals.).
 TD0449
 TD0449.The modeled gravity was interpolated from observed gravity values.
 TD0449
 TD0449;                    North         East    Units  Estimated Accuracy
 TD0449;SPC ND N     -   148,760.      786,490.      MT  (+/- 180 meters Scaled)
 TD0449
 TD0449                          SUPERSEDED SURVEY CONTROL
 TD0449
 TD0449  NGVD 29 (??/??/92)  449.358  (m)         1474.27   (f) ADJ UNCH    2 0
 TD0449
 TD0449.Superseded values are not recommended for survey control.
 TD0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0449.See file dsdata.txt to determine how the superseded data were derived.
 TD0449
 TD0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752513(NAD 83)
 TD0449_MARKER: DB = BENCH MARK DISK
 TD0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0449_STAMPING: H 420 1964
 TD0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0449+STABILITY: SURFACE MOTION
 TD0449
 TD0449  HISTORY     - Date     Condition        Report By
 TD0449  HISTORY     - 1964     MONUMENTED       CGS
 TD0449
 TD0449                          STATION DESCRIPTION
 TD0449
 TD0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0449'2.9 MI W FROM LANKIN.
 TD0449'ABOUT 2.9 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0449'ELEVATOR AT LANKIN, IN S 28, T 156 N, R 57 W, ABOUT 0.2 MILE EAST OF A
 TD0449'GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A DRIVE LEADING SOUTH
 TD0449'TO A CULTIVATED FIELD, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 TD0449'20 FEET EAST OF THE CENTER LINE OF THE DRIVE, 1.5 FEET WEST OF A METAL
 TD0449'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TD0449'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0528 ***********************************************************************
 TD0528  DESIGNATION -  H 421
 TD0528  PID         -  TD0528
 TD0528  STATE/COUNTY-  ND/WALSH
 TD0528  USGS QUAD   -  INKSTER (1963)
 TD0528
 TD0528                         *CURRENT SURVEY CONTROL
 TD0528  ___________________________________________________________________
 TD0528* NAD 83(1986)-  48 14 18.     (N)    097 43 43.     (W)     SCALED    
 TD0528* NAVD 88     -       325.280  (meters)    1067.19   (feet)  ADJUSTED  
 TD0528  ___________________________________________________________________
 TD0528  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD0528  DYNAMIC HT  -         325.349 (meters)    1067.42  (feet)  COMP
 TD0528  MODELED GRAV-     980,816.6   (mgal)                       NAVD 88
 TD0528
 TD0528  VERT ORDER  -  SECOND    CLASS 0
 TD0528
 TD0528.The horizontal coordinates were scaled from a topographic map and have
 TD0528.an estimated accuracy of +/- 6 seconds.
 TD0528
 TD0528.The orthometric height was determined by differential leveling
 TD0528.and adjusted by the National Geodetic Survey in June 1991..
 TD0528
 TD0528.The geoid height was determined by GEOID03.
 TD0528
 TD0528.The dynamic height is computed by dividing the NAVD 88
 TD0528.geopotential number by the normal gravity value computed on the
 TD0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0528.degrees latitude (g = 980.6199 gals.).
 TD0528
 TD0528.The modeled gravity was interpolated from observed gravity values.
 TD0528
 TD0528;                    North         East    Units  Estimated Accuracy
 TD0528;SPC ND N     -   141,380.      805,810.      MT  (+/- 180 meters Scaled)
 TD0528
 TD0528                          SUPERSEDED SURVEY CONTROL
 TD0528
 TD0528  NGVD 29 (??/??/92)  324.933  (m)         1066.05   (f) ADJ UNCH    2 0
 TD0528
 TD0528.Superseded values are not recommended for survey control.
 TD0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0528.See file dsdata.txt to determine how the superseded data were derived.
 TD0528
 TD0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU944435(NAD 83)
 TD0528_MARKER: DB = BENCH MARK DISK
 TD0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0528_STAMPING: H 421 1964
 TD0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0528+STABILITY: SURFACE MOTION
 TD0528
 TD0528  HISTORY     - Date     Condition        Report By
 TD0528  HISTORY     - 1964     MONUMENTED       CGS
 TD0528
 TD0528                          STATION DESCRIPTION
 TD0528
 TD0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0528'6.2 MI SW FROM PISEK.
 TD0528'ABOUT 1.2 MILES WEST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0528'THENCE 4.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 TD0528'ALONG A DIRT TRACK ROAD, OR 3.3 MILES EAST ALONG COUNTY ROAD 19 FROM
 TD0528'THE SOO LINE RAILROAD STATION AT FORDVILLE, THENCE 1.0 MILE NORTH
 TD0528'ALONG THE SOO LINE RAILROAD, IN S 16, T 155 N, R 55 W, ABOUT 95 YARDS
 TD0528'EAST OF THE TRACK, 62 FEET NORTH OF THE CENTER LINE OF AN OLD
 TD0528'ABANDONED ROAD, 3 FEET EAST OF THE SECOND POLE EAST OF THE TRACK AND
 TD0528'IN LINE WITH A ROW OF POLES, 1.5 FEET WEST OF A METAL WITNESS POST,
 TD0528'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TD0528'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0351 ***********************************************************************
 RQ0351  DESIGNATION -  H 43
 RQ0351  PID         -  RQ0351
 RQ0351  STATE/COUNTY-  ND/LOGAN
 RQ0351  USGS QUAD   -  GUYSON (1982)
 RQ0351
 RQ0351                         *CURRENT SURVEY CONTROL
 RQ0351  ___________________________________________________________________
 RQ0351* NAD 83(1986)-  46 18 34.     (N)    099 09 44.     (W)     SCALED    
 RQ0351* NAVD 88     -       632.248  (meters)    2074.30   (feet)  ADJUSTED  
 RQ0351  ___________________________________________________________________
 RQ0351  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 RQ0351  DYNAMIC HT  -         632.219 (meters)    2074.21  (feet)  COMP
 RQ0351  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 RQ0351
 RQ0351  VERT ORDER  -  SECOND    CLASS 0
 RQ0351
 RQ0351.The horizontal coordinates were scaled from a topographic map and have
 RQ0351.an estimated accuracy of +/- 6 seconds.
 RQ0351
 RQ0351.The orthometric height was determined by differential leveling
 RQ0351.and adjusted by the National Geodetic Survey in June 1991..
 RQ0351
 RQ0351.The geoid height was determined by GEOID03.
 RQ0351
 RQ0351.The dynamic height is computed by dividing the NAVD 88
 RQ0351.geopotential number by the normal gravity value computed on the
 RQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0351.degrees latitude (g = 980.6199 gals.).
 RQ0351
 RQ0351.The modeled gravity was interpolated from observed gravity values.
 RQ0351
 RQ0351;                    North         East    Units  Estimated Accuracy
 RQ0351;SPC ND S     -    72,330.      703,040.      MT  (+/- 180 meters Scaled)
 RQ0351
 RQ0351                          SUPERSEDED SURVEY CONTROL
 RQ0351
 RQ0351  NGVD 29 (??/??/92)  631.804  (m)         2072.84   (f) ADJ UNCH    2 0
 RQ0351
 RQ0351.Superseded values are not recommended for survey control.
 RQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0351.See file dsdata.txt to determine how the superseded data were derived.
 RQ0351
 RQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS875284(NAD 83)
 RQ0351_MARKER: DB = BENCH MARK DISK
 RQ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0351_STAMPING: H 43 1934
 RQ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0351+STABILITY: SURFACE MOTION
 RQ0351
 RQ0351  HISTORY     - Date     Condition        Report By
 RQ0351  HISTORY     - 1934     MONUMENTED       CGS
 RQ0351  HISTORY     - 1959     GOOD             NGS
 RQ0351  HISTORY     - 1977     GOOD             NDWC
 RQ0351
 RQ0351                          STATION DESCRIPTION
 RQ0351
 RQ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0351'2.2 MI E FROM GUYSON.
 RQ0351'2.2 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE MARIE
 RQ0351'RAILROAD FROM THE STATION AT GUYSON, LOGAN COUNTY, ONE POLE EAST OF
 RQ0351'MILEPOST 321, AT A PUBLIC-ROAD CROSSING, 40 FEET NORTHWEST OF THE
 RQ0351'CENTERLINE OF THE TRACK, 33 FEET NORTHEAST OF THE ROAD, 4 FEET EAST OF
 RQ0351'A POLE AND ABOUT 2 FEET LOWER THAN THE RAIL.  NOTE-- THE MINNEAPOLIS,
 RQ0351'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0351
 RQ0351                          STATION RECOVERY (1977)
 RQ0351
 RQ0351'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1977
 RQ0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0533 ***********************************************************************
 SL0533  DESIGNATION -  H 434
 SL0533  PID         -  SL0533
 SL0533  STATE/COUNTY-  ND/TRAILL
 SL0533  USGS QUAD   -  HILLSBORO NW (1967)
 SL0533
 SL0533                         *CURRENT SURVEY CONTROL
 SL0533  ___________________________________________________________________
 SL0533* NAD 83(1986)-  47 29 53.     (N)    097 09 31.     (W)     SCALED    
 SL0533* NAVD 88     -       291.174  (meters)     955.29   (feet)  ADJUSTED  
 SL0533  ___________________________________________________________________
 SL0533  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 SL0533  DYNAMIC HT  -         291.214 (meters)     955.42  (feet)  COMP
 SL0533  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 SL0533
 SL0533  VERT ORDER  -  SECOND    CLASS 0
 SL0533
 SL0533.The horizontal coordinates were scaled from a topographic map and have
 SL0533.an estimated accuracy of +/- 6 seconds.
 SL0533
 SL0533.The orthometric height was determined by differential leveling
 SL0533.and adjusted by the National Geodetic Survey in June 1991..
 SL0533
 SL0533.The geoid height was determined by GEOID03.
 SL0533
 SL0533.The dynamic height is computed by dividing the NAVD 88
 SL0533.geopotential number by the normal gravity value computed on the
 SL0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0533.degrees latitude (g = 980.6199 gals.).
 SL0533
 SL0533.The modeled gravity was interpolated from observed gravity values.
 SL0533
 SL0533;                    North         East    Units  Estimated Accuracy
 SL0533;SPC ND N     -    60,840.      851,680.      MT  (+/- 180 meters Scaled)
 SL0533
 SL0533                          SUPERSEDED SURVEY CONTROL
 SL0533
 SL0533  NGVD 29 (??/??/92)  290.823  (m)          954.14   (f) ADJ UNCH    2 0
 SL0533
 SL0533.Superseded values are not recommended for survey control.
 SL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0533.See file dsdata.txt to determine how the superseded data were derived.
 SL0533
 SL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT386621(NAD 83)
 SL0533_MARKER: DB = BENCH MARK DISK
 SL0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0533_STAMPING: H 434 1964
 SL0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0533+STABILITY: SURFACE MOTION
 SL0533
 SL0533  HISTORY     - Date     Condition        Report By
 SL0533  HISTORY     - 1964     MONUMENTED       CGS
 SL0533  HISTORY     - 1967     GOOD             USAF
 SL0533
 SL0533                          STATION DESCRIPTION
 SL0533
 SL0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0533'4.9 MI W FROM CUMMINGS.
 SL0533'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATIION AT
 SL0533'CUMMINGS, THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 7, IN S 33, T 147
 SL0533'N, R 51 W, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 SL0533'WEST OF THE CENTER LINE OF A PRIVATE FIELD ENTRANCE, 59 FEET NORTHWEST
 SL0533'OF THE WEST END OF A 24-INCH METAL CULVERT, 2 FEET SOUTH OF A
 SL0533'TELEPHONE POLE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 SL0533'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SL0533'PROJECTING 8 INCHES.
 SL0533
 SL0533                          STATION RECOVERY (1967)
 SL0533
 SL0533'RECOVERY NOTE BY US AIR FORCE 1967
 SL0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0906 ***********************************************************************
 SL0906  DESIGNATION -  H 435
 SL0906  PID         -  SL0906
 SL0906  STATE/COUNTY-  ND/STEELE
 SL0906  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0906
 SL0906                         *CURRENT SURVEY CONTROL
 SL0906  ___________________________________________________________________
 SL0906* NAD 83(1986)-  47 31 38.     (N)    097 30 55.     (W)     SCALED    
 SL0906* NAVD 88     -       327.012  (meters)    1072.87   (feet)  ADJUSTED  
 SL0906  ___________________________________________________________________
 SL0906  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 SL0906  DYNAMIC HT  -         327.053 (meters)    1073.01  (feet)  COMP
 SL0906  MODELED GRAV-     980,729.6   (mgal)                       NAVD 88
 SL0906
 SL0906  VERT ORDER  -  SECOND    CLASS 0
 SL0906
 SL0906.The horizontal coordinates were scaled from a topographic map and have
 SL0906.an estimated accuracy of +/- 6 seconds.
 SL0906
 SL0906.The orthometric height was determined by differential leveling
 SL0906.and adjusted by the National Geodetic Survey in June 1991..
 SL0906
 SL0906.The geoid height was determined by GEOID03.
 SL0906
 SL0906.The dynamic height is computed by dividing the NAVD 88
 SL0906.geopotential number by the normal gravity value computed on the
 SL0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0906.degrees latitude (g = 980.6199 gals.).
 SL0906
 SL0906.The modeled gravity was interpolated from observed gravity values.
 SL0906
 SL0906;                    North         East    Units  Estimated Accuracy
 SL0906;SPC ND N     -    62,970.      824,700.      MT  (+/- 180 meters Scaled)
 SL0906
 SL0906                          SUPERSEDED SURVEY CONTROL
 SL0906
 SL0906  NGVD 29 (??/??/92)  326.664  (m)         1071.73   (f) ADJ UNCH    2 0
 SL0906
 SL0906.Superseded values are not recommended for survey control.
 SL0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0906.See file dsdata.txt to determine how the superseded data were derived.
 SL0906
 SL0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT117648(NAD 83)
 SL0906_MARKER: DB = BENCH MARK DISK
 SL0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0906_STAMPING: H 435 1964
 SL0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0906+STABILITY: SURFACE MOTION
 SL0906
 SL0906  HISTORY     - Date     Condition        Report By
 SL0906  HISTORY     - 1964     MONUMENTED       CGS
 SL0906  HISTORY     - 20000822 GOOD             NDHD
 SL0906
 SL0906                          STATION DESCRIPTION
 SL0906
 SL0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0906'8.65 MI NW FROM PORTLAND.
 SL0906'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE
 SL0906'GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 1.0 MILE NORTH
 SL0906'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 SL0906'THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 7, IN SECTION 23, T 147 N, R
 SL0906'54 W, AT AN INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH GRAVELED
 SL0906'ROAD, 79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 142 FEET EAST
 SL0906'OF THE CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET NORTH OF A
 SL0906'TELEPHONE POLE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL
 SL0906'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 SL0906'INCHES.
 SL0906
 SL0906                          STATION RECOVERY (2000)
 SL0906
 SL0906'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0906'STAMPED 'H 435 1964'
 SL0906'TELEPHONE POLE REMOVED FROM VICINITY. NO WITNESS POST. CONCRETE BASE
 SL0906'PROJECTING 0.1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1338 ***********************************************************************
 TE1338  DESIGNATION -  H 436
 TE1338  PID         -  TE1338
 TE1338  STATE/COUNTY-  ND/PIERCE
 TE1338  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1338
 TE1338                         *CURRENT SURVEY CONTROL
 TE1338  ___________________________________________________________________
 TE1338* NAD 83(1986)-  48 21 43.     (N)    099 50 49.     (W)     SCALED    
 TE1338* NAVD 88     -       478.142  (meters)    1568.70   (feet)  ADJUSTED  
 TE1338  ___________________________________________________________________
 TE1338  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 TE1338  DYNAMIC HT  -         478.234 (meters)    1569.01  (feet)  COMP
 TE1338  MODELED GRAV-     980,789.5   (mgal)                       NAVD 88
 TE1338
 TE1338  VERT ORDER  -  FIRST     CLASS II
 TE1338
 TE1338.The horizontal coordinates were scaled from a topographic map and have
 TE1338.an estimated accuracy of +/- 6 seconds.
 TE1338
 TE1338.The orthometric height was determined by differential leveling
 TE1338.and adjusted by the National Geodetic Survey in June 1991..
 TE1338
 TE1338.The geoid height was determined by GEOID03.
 TE1338
 TE1338.The dynamic height is computed by dividing the NAVD 88
 TE1338.geopotential number by the normal gravity value computed on the
 TE1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1338.degrees latitude (g = 980.6199 gals.).
 TE1338
 TE1338.The modeled gravity was interpolated from observed gravity values.
 TE1338
 TE1338;                    North         East    Units  Estimated Accuracy
 TE1338;SPC ND N     -   151,630.      648,390.      MT  (+/- 180 meters Scaled)
 TE1338
 TE1338                          SUPERSEDED SURVEY CONTROL
 TE1338
 TE1338  NGVD 29 (??/??/92)  477.786  (m)         1567.54   (f) ADJ UNCH    1 2
 TE1338
 TE1338.Superseded values are not recommended for survey control.
 TE1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1338.See file dsdata.txt to determine how the superseded data were derived.
 TE1338
 TE1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU372568(NAD 83)
 TE1338_MARKER: DB = BENCH MARK DISK
 TE1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1338_STAMPING: H 436 1964
 TE1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1338+STABILITY: SURFACE MOTION
 TE1338
 TE1338  HISTORY     - Date     Condition        Report By
 TE1338  HISTORY     - 1964     MONUMENTED       CGS
 TE1338  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1338
 TE1338                          STATION DESCRIPTION
 TE1338
 TE1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1338'2.0 MI W FROM PLEASANT LAKE.
 TE1338'ABOUT 2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1338'AT PLEASANT LAKE, IN S 1, T 156 N, R 72 W, 14 POLES WEST OF MILE POST
 TE1338'135, AT THE PIERCE-BENSON COUNTY LINE, 96 FEET SOUTH OF THE SOUTH
 TE1338'RAIL, 129 FEET WEST OF THE SECTION LINE FENCE BETWEEN PIERCE COUNTY
 TE1338'AND BENSON COUNTY, 6 1/2 FEET NORTH OF A TELEGRAPH POLE, 1 1/2 FEET
 TE1338'NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 TE1338'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE1338'PROJECTING 4 INCHES.
 TE1338
 TE1338                          STATION RECOVERY (1982)
 TE1338
 TE1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1338'NOT RECOVERED, NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0187 ***********************************************************************
 TF0187  DESIGNATION -  H 437
 TF0187  PID         -  TF0187
 TF0187  STATE/COUNTY-  ND/MCHENRY
 TF0187  USGS QUAD   -  TOWNER (1980)
 TF0187
 TF0187                         *CURRENT SURVEY CONTROL
 TF0187  ___________________________________________________________________
 TF0187* NAD 83(1986)-  48 20 57.     (N)    100 23 21.     (W)     SCALED    
 TF0187* NAVD 88     -       448.492  (meters)    1471.43   (feet)  ADJUSTED  
 TF0187  ___________________________________________________________________
 TF0187  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0187  DYNAMIC HT  -         448.584 (meters)    1471.73  (feet)  COMP
 TF0187  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 TF0187
 TF0187  VERT ORDER  -  FIRST     CLASS II
 TF0187
 TF0187.The horizontal coordinates were scaled from a topographic map and have
 TF0187.an estimated accuracy of +/- 6 seconds.
 TF0187
 TF0187.The orthometric height was determined by differential leveling
 TF0187.and adjusted by the National Geodetic Survey in June 1991..
 TF0187.WARNING-Repeat measurements at this control monument indicate possible
 TF0187.vertical movement.
 TF0187
 TF0187.The geoid height was determined by GEOID03.
 TF0187
 TF0187.The dynamic height is computed by dividing the NAVD 88
 TF0187.geopotential number by the normal gravity value computed on the
 TF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0187.degrees latitude (g = 980.6199 gals.).
 TF0187
 TF0187.The modeled gravity was interpolated from observed gravity values.
 TF0187
 TF0187;                    North         East    Units  Estimated Accuracy
 TF0187;SPC ND N     -   150,010.      608,220.      MT  (+/- 180 meters Scaled)
 TF0187
 TF0187                          SUPERSEDED SURVEY CONTROL
 TF0187
 TF0187  NGVD 29 (??/??/92)  448.128  (m)         1470.23   (f) ADJ UNCH    1 2
 TF0187
 TF0187.Superseded values are not recommended for survey control.
 TF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0187.See file dsdata.txt to determine how the superseded data were derived.
 TF0187
 TF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU970560(NAD 83)
 TF0187_MARKER: DB = BENCH MARK DISK
 TF0187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0187_SP_SET: 24 FT
 TF0187_STAMPING: H 437 1964
 TF0187_MARK LOGO: CGS   
 TF0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0187
 TF0187  HISTORY     - Date     Condition        Report By
 TF0187  HISTORY     - 1964     MONUMENTED       CGS
 TF0187  HISTORY     - 1978     GOOD             NGS
 TF0187  HISTORY     - 1982     GOOD             NGS
 TF0187
 TF0187                          STATION DESCRIPTION
 TF0187
 TF0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0187'0.9 MI E FROM TOWNER.
 TF0187'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0187'AT TOWNER, IN S 11, T 156 N, R 76 W, AT A ROAD CROSSING, 98 FEET SOUTH
 TF0187'OF THE SOUTH RAIL OF THE MAIN TRACK, 112 FEET WEST OF THE CENTER LINE
 TF0187'OF THE NORTH-SOUTH ROAD, 46 FEET EAST OF A TELEGRAPH POLE, 14 FEET
 TF0187'EAST OF A TELEGRAPH POLE, 1 FOOT NORTH OF A FENCE, 0.6 FOOT EAST OF A
 TF0187'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, A DISK
 TF0187'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 TF0187'OF 24 FEET AND IS ENCASED IN A 4-INCH CAST IRON PIPE WHICH PROJECTS 4
 TF0187'INCHES.
 TF0187
 TF0187                          STATION RECOVERY (1978)
 TF0187
 TF0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TF0187'RECOVERED IN GOOD CONDITION.
 TF0187
 TF0187                          STATION RECOVERY (1982)
 TF0187
 TF0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0187'RECOVERED THIS DATE.  NOTE, 1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY
 TF0187'2 FROM THE JUNCTION OF STATE ROUTE 14 NORTH IN TOWNER, THENCE 0.5 KM
 TF0187'(0.3 MI) NORTH ALONG A DIRT ROAD, AT THE CROSSING OF THE BURLINGTON
 TF0187'NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1371 ***********************************************************************
 TE1371  DESIGNATION -  H 438
 TE1371  PID         -  TE1371
 TE1371  STATE/COUNTY-  ND/PIERCE
 TE1371  USGS QUAD   -  RUGBY (1980)
 TE1371
 TE1371                         *CURRENT SURVEY CONTROL
 TE1371  ___________________________________________________________________
 TE1371* NAD 83(1986)-  48 17 47.     (N)    099 59 53.     (W)     SCALED    
 TE1371* NAVD 88     -       467.425  (meters)    1533.54   (feet)  ADJUSTED  
 TE1371  ___________________________________________________________________
 TE1371  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 TE1371  DYNAMIC HT  -         467.514 (meters)    1533.84  (feet)  COMP
 TE1371  MODELED GRAV-     980,787.6   (mgal)                       NAVD 88
 TE1371
 TE1371  VERT ORDER  -  SECOND    CLASS 0
 TE1371
 TE1371.The horizontal coordinates were scaled from a topographic map and have
 TE1371.an estimated accuracy of +/- 6 seconds.
 TE1371
 TE1371.The orthometric height was determined by differential leveling
 TE1371.and adjusted by the National Geodetic Survey in June 1991..
 TE1371
 TE1371.The geoid height was determined by GEOID03.
 TE1371
 TE1371.The dynamic height is computed by dividing the NAVD 88
 TE1371.geopotential number by the normal gravity value computed on the
 TE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1371.degrees latitude (g = 980.6199 gals.).
 TE1371
 TE1371.The modeled gravity was interpolated from observed gravity values.
 TE1371
 TE1371;                    North         East    Units  Estimated Accuracy
 TE1371;SPC ND N     -   144,260.      637,240.      MT  (+/- 180 meters Scaled)
 TE1371
 TE1371                          SUPERSEDED SURVEY CONTROL
 TE1371
 TE1371  NGVD 29 (??/??/92)  467.066  (m)         1532.37   (f) ADJ UNCH    2 0
 TE1371
 TE1371.Superseded values are not recommended for survey control.
 TE1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1371.See file dsdata.txt to determine how the superseded data were derived.
 TE1371
 TE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU259497(NAD 83)
 TE1371_MARKER: DB = BENCH MARK DISK
 TE1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1371_STAMPING: H 438 1964
 TE1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1371+STABILITY: SURFACE MOTION
 TE1371
 TE1371  HISTORY     - Date     Condition        Report By
 TE1371  HISTORY     - 1964     MONUMENTED       CGS
 TE1371
 TE1371                          STATION DESCRIPTION
 TE1371
 TE1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1371'5.15 MI S FROM RUGBY.
 TE1371'ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1371'AT RUGBY, THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 3, IN SECTION 36,
 TE1371'T 156 N, R 73 W, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 238
 TE1371'FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 5 FEET
 TE1371'SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 1.9 FEET NORTH OF A
 TE1371'METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TE1371'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0120 ***********************************************************************
 RQ0120  DESIGNATION -  H 44
 RQ0120  PID         -  RQ0120
 RQ0120  STATE/COUNTY-  ND/LA MOURE
 RQ0120  USGS QUAD   -  EDGELEY (1982)
 RQ0120
 RQ0120                         *CURRENT SURVEY CONTROL
 RQ0120  ___________________________________________________________________
 RQ0120* NAD 83(1986)-  46 22 12.     (N)    098 42 47.     (W)     SCALED    
 RQ0120* NAVD 88     -       472.183  (meters)    1549.15   (feet)  ADJUSTED  
 RQ0120  ___________________________________________________________________
 RQ0120  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 RQ0120  DYNAMIC HT  -         472.179 (meters)    1549.14  (feet)  COMP
 RQ0120  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 RQ0120
 RQ0120  VERT ORDER  -  SECOND    CLASS 0
 RQ0120
 RQ0120.The horizontal coordinates were scaled from a topographic map and have
 RQ0120.an estimated accuracy of +/- 6 seconds.
 RQ0120
 RQ0120.The orthometric height was determined by differential leveling
 RQ0120.and adjusted by the National Geodetic Survey in June 1991..
 RQ0120
 RQ0120.The geoid height was determined by GEOID03.
 RQ0120
 RQ0120.The dynamic height is computed by dividing the NAVD 88
 RQ0120.geopotential number by the normal gravity value computed on the
 RQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0120.degrees latitude (g = 980.6199 gals.).
 RQ0120
 RQ0120.The modeled gravity was interpolated from observed gravity values.
 RQ0120
 RQ0120;                    North         East    Units  Estimated Accuracy
 RQ0120;SPC ND S     -    79,740.      737,480.      MT  (+/- 180 meters Scaled)
 RQ0120
 RQ0120                          SUPERSEDED SURVEY CONTROL
 RQ0120
 RQ0120  NGVD 29 (??/??/92)  471.817  (m)         1547.95   (f) ADJ UNCH    2 0
 RQ0120
 RQ0120.Superseded values are not recommended for survey control.
 RQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0120.See file dsdata.txt to determine how the superseded data were derived.
 RQ0120
 RQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS220351(NAD 83)
 RQ0120_MARKER: DB = BENCH MARK DISK
 RQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0120_STAMPING: H 44 1934
 RQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0120+STABILITY: SURFACE MOTION
 RQ0120
 RQ0120  HISTORY     - Date     Condition        Report By
 RQ0120  HISTORY     - 1934     MONUMENTED       CGS
 RQ0120  HISTORY     - 1938     GOOD             NGS
 RQ0120  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0120
 RQ0120                          STATION DESCRIPTION
 RQ0120
 RQ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RQ0120'0.8 MI NW FROM EDGELEY.
 RQ0120'0.8 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE CITY
 RQ0120'WATER TANK AT EDGALEY, LA MOURE COUNTY, ABOUT 115 FEET NORTH OF A
 RQ0120'RAILROAD CROSSING, 45 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK TO
 RQ0120'THE EAST, 5 FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE AND ABOUT
 RQ0120'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 44 1934 AND
 RQ0120'SET IN THE TOP OF A CONCRETE POST.
 RQ0120
 RQ0120                          STATION RECOVERY (1977)
 RQ0120
 RQ0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0597 ***********************************************************************
 SL0597  DESIGNATION -  H 441
 SL0597  PID         -  SL0597
 SL0597  STATE/COUNTY-  ND/CASS
 SL0597  USGS QUAD   -  COLGATE (1967)
 SL0597
 SL0597                         *CURRENT SURVEY CONTROL
 SL0597  ___________________________________________________________________
 SL0597* NAD 83(1986)-  47 14 05.     (N)    097 38 55.     (W)     SCALED    
 SL0597* NAVD 88     -       356.577  (meters)    1169.87   (feet)  ADJUSTED  
 SL0597  ___________________________________________________________________
 SL0597  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0597  DYNAMIC HT  -         356.621 (meters)    1170.01  (feet)  COMP
 SL0597  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 SL0597
 SL0597  VERT ORDER  -  SECOND    CLASS 0
 SL0597
 SL0597.The horizontal coordinates were scaled from a topographic map and have
 SL0597.an estimated accuracy of +/- 6 seconds.
 SL0597
 SL0597.The orthometric height was determined by differential leveling
 SL0597.and adjusted by the National Geodetic Survey in June 1991..
 SL0597
 SL0597.The geoid height was determined by GEOID03.
 SL0597
 SL0597.The dynamic height is computed by dividing the NAVD 88
 SL0597.geopotential number by the normal gravity value computed on the
 SL0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0597.degrees latitude (g = 980.6199 gals.).
 SL0597
 SL0597.The modeled gravity was interpolated from observed gravity values.
 SL0597
 SL0597;                    North         East    Units  Estimated Accuracy
 SL0597;SPC ND S     -   178,220.      815,860.      MT  (+/- 180 meters Scaled)
 SL0597
 SL0597                          SUPERSEDED SURVEY CONTROL
 SL0597
 SL0597  NGVD 29 (??/??/92)  356.236  (m)         1168.75   (f) ADJ UNCH    2 0
 SL0597
 SL0597.Superseded values are not recommended for survey control.
 SL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0597.See file dsdata.txt to determine how the superseded data were derived.
 SL0597
 SL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT022321(NAD 83)
 SL0597_MARKER: DB = BENCH MARK DISK
 SL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0597_SP_SET: CONCRETE POST
 SL0597_STAMPING: H 441 1964
 SL0597_MARK LOGO: CGS   
 SL0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0597+STABILITY: SURFACE MOTION
 SL0597
 SL0597  HISTORY     - Date     Condition        Report By
 SL0597  HISTORY     - 1964     MONUMENTED       CGS
 SL0597  HISTORY     - 19910421 GOOD             NDWC
 SL0597
 SL0597                          STATION DESCRIPTION
 SL0597
 SL0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0597'0.8 MI SE FROM COLGATE.
 SL0597'0.8 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0597'AT COLGATE, IN SECTION 4, R 55 W, T 143 N, ABOUT 3 TELEPHONE POLES
 SL0597'NORTHWEST OF MILEPOLE 38, 235 FEET SOUTHWEST OF AND ACROSS STATE
 SL0597'HIGHWAY 38 FROM THE SOUTHWEST RAIL, 80 FEET SOUTHWEST OF THE CENTER
 SL0597'LINE OF STATE HIGHWAY 38, 36 FEET WEST OF THE NORTHWEST END OF A PIPE
 SL0597'CULVERT UNDER A DRIVEWAY, 3 FEET NORTHWEST OF POWER LINE POLE NO. 127,
 SL0597'2 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL
 SL0597'OF TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 SL0597'THE LEVEL OF THE GROUND.
 SL0597
 SL0597                          STATION RECOVERY (1991)
 SL0597
 SL0597'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SL0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0652 ***********************************************************************
 SL0652  DESIGNATION -  H 442
 SL0652  PID         -  SL0652
 SL0652  STATE/COUNTY-  ND/STEELE
 SL0652  USGS QUAD   -  LUVERNE (1967)
 SL0652
 SL0652                         *CURRENT SURVEY CONTROL
 SL0652  ___________________________________________________________________
 SL0652* NAD 83(1986)-  47 20 03.     (N)    097 56 37.     (W)     SCALED    
 SL0652* NAVD 88     -       460.443  (meters)    1510.64   (feet)  ADJUSTED  
 SL0652  ___________________________________________________________________
 SL0652  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0652  DYNAMIC HT  -         460.484 (meters)    1510.77  (feet)  COMP
 SL0652  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SL0652
 SL0652  VERT ORDER  -  SECOND    CLASS 0
 SL0652
 SL0652.The horizontal coordinates were scaled from a topographic map and have
 SL0652.an estimated accuracy of +/- 6 seconds.
 SL0652
 SL0652.The orthometric height was determined by differential leveling
 SL0652.and adjusted by the National Geodetic Survey in June 1991..
 SL0652
 SL0652.The geoid height was determined by GEOID03.
 SL0652
 SL0652.The dynamic height is computed by dividing the NAVD 88
 SL0652.geopotential number by the normal gravity value computed on the
 SL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0652.degrees latitude (g = 980.6199 gals.).
 SL0652
 SL0652.The modeled gravity was interpolated from observed gravity values.
 SL0652
 SL0652;                    North         East    Units  Estimated Accuracy
 SL0652;SPC ND N     -    40,360.      793,180.      MT  (+/- 180 meters Scaled)
 SL0652
 SL0652                          SUPERSEDED SURVEY CONTROL
 SL0652
 SL0652  NGVD 29 (??/??/92)  460.078  (m)         1509.44   (f) ADJ UNCH    2 0
 SL0652
 SL0652.Superseded values are not recommended for survey control.
 SL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0652.See file dsdata.txt to determine how the superseded data were derived.
 SL0652
 SL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT798428(NAD 83)
 SL0652_MARKER: DB = BENCH MARK DISK
 SL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0652_STAMPING: H 442 1964
 SL0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0652+STABILITY: SURFACE MOTION
 SL0652
 SL0652  HISTORY     - Date     Condition        Report By
 SL0652  HISTORY     - 1964     MONUMENTED       CGS
 SL0652
 SL0652                          STATION DESCRIPTION
 SL0652
 SL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0652'5.95 MI N FROM LUVERNE.
 SL0652'5.95 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE
 SL0652'GREAT NORTHERN RAILWAY AT LUVERNE, IN SECTION 32, R 57 W, T 145 N, 0.6
 SL0652'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 38, ABOUT 0.6 MILE SOUTH
 SL0652'OF AN ABANDONED SCHOOL BUILDING, 36 FEET WEST OF THE CENTER LINE OF
 SL0652'THE ROAD, 167 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO AN OPEN
 SL0652'FIELD, 2.6 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 SL0652'OF THE GRAVELED ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0652'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0661 ***********************************************************************
 SL0661  DESIGNATION -  H 443
 SL0661  PID         -  SL0661
 SL0661  STATE/COUNTY-  ND/BARNES
 SL0661  USGS QUAD   -  SIBLEY (1967)
 SL0661
 SL0661                         *CURRENT SURVEY CONTROL
 SL0661  ___________________________________________________________________
 SL0661* NAD 83(1986)-  47 13 57.     (N)    097 55 06.     (W)     SCALED    
 SL0661* NAVD 88     -       435.569  (meters)    1429.03   (feet)  ADJUSTED  
 SL0661  ___________________________________________________________________
 SL0661  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL0661  DYNAMIC HT  -         435.603 (meters)    1429.14  (feet)  COMP
 SL0661  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 SL0661
 SL0661  VERT ORDER  -  SECOND    CLASS 0
 SL0661
 SL0661.The horizontal coordinates were scaled from a topographic map and have
 SL0661.an estimated accuracy of +/- 6 seconds.
 SL0661
 SL0661.The orthometric height was determined by differential leveling
 SL0661.and adjusted by the National Geodetic Survey in June 1991..
 SL0661
 SL0661.The geoid height was determined by GEOID03.
 SL0661
 SL0661.The dynamic height is computed by dividing the NAVD 88
 SL0661.geopotential number by the normal gravity value computed on the
 SL0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0661.degrees latitude (g = 980.6199 gals.).
 SL0661
 SL0661.The modeled gravity was interpolated from observed gravity values.
 SL0661
 SL0661;                    North         East    Units  Estimated Accuracy
 SL0661;SPC ND S     -   177,270.      795,460.      MT  (+/- 180 meters Scaled)
 SL0661
 SL0661                          SUPERSEDED SURVEY CONTROL
 SL0661
 SL0661  NGVD 29 (??/??/92)  435.206  (m)         1427.84   (f) ADJ UNCH    2 0
 SL0661
 SL0661.Superseded values are not recommended for survey control.
 SL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0661.See file dsdata.txt to determine how the superseded data were derived.
 SL0661
 SL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT818315(NAD 83)
 SL0661_MARKER: DB = BENCH MARK DISK
 SL0661_SETTING: 80 = SET IN A BOULDER
 SL0661_SP_SET: BOULDER
 SL0661_STAMPING: H 443 1964
 SL0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0661+STABILITY: SURFACE MOTION
 SL0661
 SL0661  HISTORY     - Date     Condition        Report By
 SL0661  HISTORY     - 1964     MONUMENTED       CGS
 SL0661
 SL0661                          STATION DESCRIPTION
 SL0661
 SL0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0661'2.1 MI SE FROM LUVERNE.
 SL0661'2.1 MILES SOUTHEAST AND SOUTH ALONG A GRAVELED ROAD FROM THE OVERPASS
 SL0661'OVER THE GREAT NORTHERN RAILWAY AT LUVERNE, ABOUT 0.6 MILE SOUTH OF
 SL0661'THE BARNES-STEELE COUNTY LINE, SET ON THE TOP AND AT ABOUT THE HIGHEST
 SL0661'PART OF A 6-BY 3 1/2 FOOT EXPOSED GRANITE BOULDER WHICH PROJECTS 1
 SL0661'FOOT ABOVE THE GROUND, IN SECTION 4, R 57 W, T 143 N, JUST NORTH OF A
 SL0661'SMALL RISE IN A PASTURE, 53 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SL0661'6 FEET EAST OF A FENCE LINE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 SL0661'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0695 ***********************************************************************
 SL0695  DESIGNATION -  H 444
 SL0695  PID         -  SL0695
 SL0695  STATE/COUNTY-  ND/GRIGGS
 SL0695  USGS QUAD   -  LUVERNE (1967)
 SL0695
 SL0695                         *CURRENT SURVEY CONTROL
 SL0695  ___________________________________________________________________
 SL0695* NAD 83(1986)-  47 18 46.     (N)    097 58 54.     (W)     SCALED    
 SL0695* NAVD 88     -       429.659  (meters)    1409.64   (feet)  ADJUSTED  
 SL0695  ___________________________________________________________________
 SL0695  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 SL0695  DYNAMIC HT  -         429.695 (meters)    1409.76  (feet)  COMP
 SL0695  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 SL0695
 SL0695  VERT ORDER  -  SECOND    CLASS 0
 SL0695
 SL0695.The horizontal coordinates were scaled from a topographic map and have
 SL0695.an estimated accuracy of +/- 6 seconds.
 SL0695
 SL0695.The orthometric height was determined by differential leveling
 SL0695.and adjusted by the National Geodetic Survey in June 1991..
 SL0695
 SL0695.The geoid height was determined by GEOID03.
 SL0695
 SL0695.The dynamic height is computed by dividing the NAVD 88
 SL0695.geopotential number by the normal gravity value computed on the
 SL0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0695.degrees latitude (g = 980.6199 gals.).
 SL0695
 SL0695.The modeled gravity was interpolated from observed gravity values.
 SL0695
 SL0695;                    North         East    Units  Estimated Accuracy
 SL0695;SPC ND N     -    37,890.      790,390.      MT  (+/- 180 meters Scaled)
 SL0695
 SL0695                          SUPERSEDED SURVEY CONTROL
 SL0695
 SL0695  NGVD 29 (??/??/92)  429.296  (m)         1408.45   (f) ADJ UNCH    2 0
 SL0695
 SL0695.Superseded values are not recommended for survey control.
 SL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0695.See file dsdata.txt to determine how the superseded data were derived.
 SL0695
 SL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT769404(NAD 83)
 SL0695_MARKER: DB = BENCH MARK DISK
 SL0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0695_STAMPING: H 444 1964
 SL0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0695+STABILITY: SURFACE MOTION
 SL0695
 SL0695  HISTORY     - Date     Condition        Report By
 SL0695  HISTORY     - 1964     MONUMENTED       CGS
 SL0695
 SL0695                          STATION DESCRIPTION
 SL0695
 SL0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0695'9.6 MI E FROM HANNAFORD.
 SL0695'9.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SL0695'HANNAFORD, 1.0 MILE WEST OF THE STEELE COUNTY LINE, NEAR THE JUNCTION
 SL0695'OF A DIM ROAD LEADING SOUTH, IN SECTION 11, R 58 W, T 144 N, 0.6 MILE
 SL0695'EAST OF THE EAST END OF A BRIDGE OVER LAKE ASHTABULA, 59 FEET SOUTH OF
 SL0695'THE CENTER LINE OF THE GRAVELED ROAD, 44 FEET WEST OF THE CENTER LINE
 SL0695'OF DIM ROAD LEADING SOUTH, 28 FEET WEST OF A FENCE CORNER, 2 FEET
 SL0695'NORTH OF A FENCE LINE, 2.6 FEET EAST OF A METAL WITNESS POST, 2 FEET
 SL0695'BELOW THE LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE
 SL0695'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0019 ***********************************************************************
 TE0019  DESIGNATION -  H 445 RESET
 TE0019  PID         -  TE0019
 TE0019  STATE/COUNTY-  ND/CAVALIER
 TE0019  USGS QUAD   -  MAIDA (1967)
 TE0019
 TE0019                         *CURRENT SURVEY CONTROL
 TE0019  ___________________________________________________________________
 TE0019* NAD 83(1986)-  48 53 29.     (N)    098 19 15.     (W)     SCALED    
 TE0019* NAVD 88     -       485.96   (+/-2cm)    1594.4    (feet)  VERTCON   
 TE0019  ___________________________________________________________________
 TE0019  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0019
 TE0019  VERT ORDER  -  THIRD (See Below)
 TE0019
 TE0019.The horizontal coordinates were scaled from a topographic map and have
 TE0019.an estimated accuracy of +/- 6 seconds.
 TE0019
 TE0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0019.The vertical order pertains to the NGVD 29 superseded value.
 TE0019
 TE0019.The geoid height was determined by GEOID03.
 TE0019
 TE0019;                    North         East    Units  Estimated Accuracy
 TE0019;SPC ND N     -   212,560.      759,780.      MT  (+/- 180 meters Scaled)
 TE0019
 TE0019                          SUPERSEDED SURVEY CONTROL
 TE0019
 TE0019  NGVD 29 (??/??/??)  485.58   (m)         1593.1    (f) RESET       3  
 TE0019
 TE0019.Superseded values are not recommended for survey control.
 TE0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0019.See file dsdata.txt to determine how the superseded data were derived.
 TE0019
 TE0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV497156(NAD 83)
 TE0019_MARKER: DB = BENCH MARK DISK
 TE0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0019_STAMPING: H 445 RESET 1965
 TE0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0019+STABILITY: SURFACE MOTION
 TE0019
 TE0019  HISTORY     - Date     Condition        Report By
 TE0019  HISTORY     - 1965     MONUMENTED       CGS
 TE0019  HISTORY     - 1968     GOOD             DOD
 TE0019
 TE0019                          STATION DESCRIPTION
 TE0019
 TE0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TE0019'9.4 MI SE FROM MAIDA.
 TE0019'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOM HOUSE AT
 TE0019'MAIDA, THENCE 2.0 MILES EAST ALONG THE COUNTY ROAD, IN THE SOUTHEAST
 TE0019'ANGLE OF A ROAD INTERSECTION, ABOUT 74 FEET SOUTH OF THE CENTERLINE OF
 TE0019'THE ROAD, 18 FEET EAST OF THE CENTERLINE OF A TRACK SECTION-LINE ROAD
 TE0019'AND 1.5 FEET WEST OF A METAL WITNESS POST.  A STANDARD DISK SET IN THE
 TE0019'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 TE0019
 TE0019                          STATION RECOVERY (1968)
 TE0019
 TE0019'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0626 ***********************************************************************
 RP0626  DESIGNATION -  H 446
 RP0626  PID         -  RP0626
 RP0626  STATE/COUNTY-  ND/BARNES
 RP0626  USGS QUAD   -  ORISKA (1971)
 RP0626
 RP0626                         *CURRENT SURVEY CONTROL
 RP0626  ___________________________________________________________________
 RP0626* NAD 83(1986)-  46 57 48.     (N)    097 47 14.     (W)     SCALED    
 RP0626* NAVD 88     -       384.110  (meters)    1260.20   (feet)  ADJUSTED  
 RP0626  ___________________________________________________________________
 RP0626  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RP0626  DYNAMIC HT  -         384.142 (meters)    1260.31  (feet)  COMP
 RP0626  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 RP0626
 RP0626  VERT ORDER  -  SECOND    CLASS 0
 RP0626
 RP0626.The horizontal coordinates were scaled from a topographic map and have
 RP0626.an estimated accuracy of +/- 6 seconds.
 RP0626
 RP0626.The orthometric height was determined by differential leveling
 RP0626.and adjusted by the National Geodetic Survey in June 1991..
 RP0626
 RP0626.The geoid height was determined by GEOID03.
 RP0626
 RP0626.The dynamic height is computed by dividing the NAVD 88
 RP0626.geopotential number by the normal gravity value computed on the
 RP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0626.degrees latitude (g = 980.6199 gals.).
 RP0626
 RP0626.The modeled gravity was interpolated from observed gravity values.
 RP0626
 RP0626;                    North         East    Units  Estimated Accuracy
 RP0626;SPC ND S     -   147,700.      806,410.      MT  (+/- 180 meters Scaled)
 RP0626
 RP0626                          SUPERSEDED SURVEY CONTROL
 RP0626
 RP0626  NGVD 29 (??/??/92)  383.760  (m)         1259.05   (f) ADJ UNCH    2 0
 RP0626
 RP0626.Superseded values are not recommended for survey control.
 RP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0626.See file dsdata.txt to determine how the superseded data were derived.
 RP0626
 RP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT922018(NAD 83)
 RP0626_MARKER: DB = BENCH MARK DISK
 RP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0626_STAMPING: H 446 1964
 RP0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0626+STABILITY: SURFACE MOTION
 RP0626
 RP0626  HISTORY     - Date     Condition        Report By
 RP0626  HISTORY     - 1964     MONUMENTED       CGS
 RP0626  HISTORY     - 1982     GOOD             NGS
 RP0626
 RP0626                          STATION DESCRIPTION
 RP0626
 RP0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0626'2.1 MI N FROM ORISKA.
 RP0626'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 RP0626'NORTHERN PACIFIC RAILWAY AT ORISKA, AT A ROAD INTERSECTION, IN SECTION
 RP0626'6, R 56 W, T 140 N, NEAR THE SOUTH SIDE OF A THICKET, 106 FEET WEST OF
 RP0626'THE CENTER LINE OF THE HIGHWAY, 59 FEET NORTHWEST OF THE WEST END OF A
 RP0626'PIPE CULVERT UNDER A DRIVE TO FIELD, 34 FEET NORTH OF THE CENTER LINE
 RP0626'OF GRAVELED ROAD, 2 FEET EAST OF A METAL WITNESS POST, 4 FEET BELOW
 RP0626'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RP0626'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0626
 RP0626                          STATION RECOVERY (1982)
 RP0626
 RP0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0579 ***********************************************************************
 SL0579  DESIGNATION -  H 447
 SL0579  PID         -  SL0579
 SL0579  STATE/COUNTY-  ND/CASS
 SL0579  USGS QUAD   -  PAGE SE (1967)
 SL0579
 SL0579                         *CURRENT SURVEY CONTROL
 SL0579  ___________________________________________________________________
 SL0579* NAD 83(1986)-  47 03 54.     (N)    097 34 43.     (W)     SCALED    
 SL0579* NAVD 88     -       356.080  (meters)    1168.24   (feet)  ADJUSTED  
 SL0579  ___________________________________________________________________
 SL0579  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 SL0579  DYNAMIC HT  -         356.113 (meters)    1168.35  (feet)  COMP
 SL0579  MODELED GRAV-     980,696.9   (mgal)                       NAVD 88
 SL0579
 SL0579  VERT ORDER  -  SECOND    CLASS 0
 SL0579
 SL0579.The horizontal coordinates were scaled from a topographic map and have
 SL0579.an estimated accuracy of +/- 6 seconds.
 SL0579
 SL0579.The orthometric height was determined by differential leveling
 SL0579.and adjusted by the National Geodetic Survey in June 1991..
 SL0579
 SL0579.The geoid height was determined by GEOID03.
 SL0579
 SL0579.The dynamic height is computed by dividing the NAVD 88
 SL0579.geopotential number by the normal gravity value computed on the
 SL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0579.degrees latitude (g = 980.6199 gals.).
 SL0579
 SL0579.The modeled gravity was interpolated from observed gravity values.
 SL0579
 SL0579;                    North         East    Units  Estimated Accuracy
 SL0579;SPC ND S     -   159,560.      821,860.      MT  (+/- 180 meters Scaled)
 SL0579
 SL0579                          SUPERSEDED SURVEY CONTROL
 SL0579
 SL0579  NGVD 29 (??/??/92)  355.733  (m)         1167.10   (f) ADJ UNCH    2 0
 SL0579
 SL0579.Superseded values are not recommended for survey control.
 SL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0579.See file dsdata.txt to determine how the superseded data were derived.
 SL0579
 SL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT079133(NAD 83)
 SL0579_MARKER: DB = BENCH MARK DISK
 SL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0579_STAMPING: H 447 1964
 SL0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0579+STABILITY: SURFACE MOTION
 SL0579
 SL0579  HISTORY     - Date     Condition        Report By
 SL0579  HISTORY     - 1964     MONUMENTED       CGS
 SL0579
 SL0579                          STATION DESCRIPTION
 SL0579
 SL0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0579'6.4 MI S FROM PAGE.
 SL0579'6.4 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE GREAT NORTHERN RAILWAY
 SL0579'STATION AT PAGE, IN SECTION 1, R 55 W, T 141 N, AT THE INTERSECTION OF
 SL0579'AN EAST-WEST ROAD, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36
 SL0579'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 106 FEET
 SL0579'SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 2 1/2 FEET
 SL0579'NORTH OF A TELEPHONE POLE, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 SL0579'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 SL0579'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0589 ***********************************************************************
 SL0589  DESIGNATION -  H 448
 SL0589  PID         -  SL0589
 SL0589  STATE/COUNTY-  ND/CASS
 SL0589  USGS QUAD   -  PAGE (1967)
 SL0589
 SL0589                         *CURRENT SURVEY CONTROL
 SL0589  ___________________________________________________________________
 SL0589* NAD 83(1986)-  47 09 56.     (N)    097 34 43.     (W)     SCALED    
 SL0589* NAVD 88     -       360.075  (meters)    1181.35   (feet)  ADJUSTED  
 SL0589  ___________________________________________________________________
 SL0589  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 SL0589  DYNAMIC HT  -         360.116 (meters)    1181.48  (feet)  COMP
 SL0589  MODELED GRAV-     980,714.5   (mgal)                       NAVD 88
 SL0589
 SL0589  VERT ORDER  -  SECOND    CLASS 0
 SL0589
 SL0589.The horizontal coordinates were scaled from a topographic map and have
 SL0589.an estimated accuracy of +/- 6 seconds.
 SL0589
 SL0589.The orthometric height was determined by differential leveling
 SL0589.and adjusted by the National Geodetic Survey in June 1991..
 SL0589
 SL0589.The geoid height was determined by GEOID03.
 SL0589
 SL0589.The dynamic height is computed by dividing the NAVD 88
 SL0589.geopotential number by the normal gravity value computed on the
 SL0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0589.degrees latitude (g = 980.6199 gals.).
 SL0589
 SL0589.The modeled gravity was interpolated from observed gravity values.
 SL0589
 SL0589;                    North         East    Units  Estimated Accuracy
 SL0589;SPC ND S     -   170,730.      821,440.      MT  (+/- 180 meters Scaled)
 SL0589
 SL0589                          SUPERSEDED SURVEY CONTROL
 SL0589
 SL0589  NGVD 29 (??/??/92)  359.733  (m)         1180.22   (f) ADJ UNCH    2 0
 SL0589
 SL0589.Superseded values are not recommended for survey control.
 SL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0589.See file dsdata.txt to determine how the superseded data were derived.
 SL0589
 SL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT077245(NAD 83)
 SL0589_MARKER: DB = BENCH MARK DISK
 SL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0589_SP_SET: CONCRETE POST
 SL0589_STAMPING: H 448 1964
 SL0589_MARK LOGO: CGS   
 SL0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0589+STABILITY: SURFACE MOTION
 SL0589
 SL0589  HISTORY     - Date     Condition        Report By
 SL0589  HISTORY     - 1964     MONUMENTED       CGS
 SL0589  HISTORY     - 1967     GOOD             DOD
 SL0589  HISTORY     - 19910421 GOOD             NDWC
 SL0589
 SL0589                          STATION DESCRIPTION
 SL0589
 SL0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0589'0.55 MI NW FROM PAGE.
 SL0589'0.55 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0589'AT PAGE, IN SECTION 36, R 55 W, T 143 N, NEAR THE JUNCTION OF A GRADED
 SL0589'ROAD LEADING NORTH, NEAR THE PAGE CEMETERY, 39 1/2 FEET SOUTHWEST OF
 SL0589'THE SOUTHWEST RAIL OF THE MAIN TRACK, 32 FEET NORTHEAST OF THE CENTER
 SL0589'LINE OF A GRADED ROAD LEADING SOUTHEAST, 213 FEET EAST OF AND ACROSS
 SL0589'THE GRADED ROAD FROM THE CENTER LINE OF STATE HIGHWAY 38, 127 FEET
 SL0589'SOUTH OF AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A
 SL0589'10-BY-15-FOOT CONCRETE BLOCK BUILDING, 120 FEET SOUTHEAST OF THE
 SL0589'CENTER LINE OF A GRADED ROAD LEADING NORTH, 3 1/2 FEET NORTHEAST OF A
 SL0589'TELEGRAPH POLE, AT THE FENCE LINE OF THE PAGE CEMETERY, 1 1/2 FEET
 SL0589'SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 SL0589'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 SL0589'THE GROUND.  NOTE-- MARK IS NOT AT THE FENCE LINE OF THE PAGE
 SL0589'CEMETERY.  PAGE CEMETERY FENCE IS ACROSS RAILROAD TRACKS FROM THE
 SL0589'MARK.
 SL0589
 SL0589                          STATION RECOVERY (1967)
 SL0589
 SL0589'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 SL0589'RECOVERED IN GOOD CONDITION.
 SL0589
 SL0589                          STATION RECOVERY (1991)
 SL0589
 SL0589'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SL0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0772 ***********************************************************************
 SL0772  DESIGNATION -  H 449
 SL0772  PID         -  SL0772
 SL0772  STATE/COUNTY-  ND/CASS
 SL0772  USGS QUAD   -  COLGATE (1967)
 SL0772
 SL0772                         *CURRENT SURVEY CONTROL
 SL0772  ___________________________________________________________________
 SL0772* NAD 83(1986)-  47 11 45.     (N)    097 41 06.     (W)     SCALED    
 SL0772* NAVD 88     -       356.084  (meters)    1168.25   (feet)  ADJUSTED  
 SL0772  ___________________________________________________________________
 SL0772  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL0772  DYNAMIC HT  -         356.124 (meters)    1168.38  (feet)  COMP
 SL0772  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 SL0772
 SL0772  VERT ORDER  -  SECOND    CLASS 0
 SL0772
 SL0772.The horizontal coordinates were scaled from a topographic map and have
 SL0772.an estimated accuracy of +/- 6 seconds.
 SL0772
 SL0772.The orthometric height was determined by differential leveling
 SL0772.and adjusted by the National Geodetic Survey in June 1991..
 SL0772
 SL0772.The geoid height was determined by GEOID03.
 SL0772
 SL0772.The dynamic height is computed by dividing the NAVD 88
 SL0772.geopotential number by the normal gravity value computed on the
 SL0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0772.degrees latitude (g = 980.6199 gals.).
 SL0772
 SL0772.The modeled gravity was interpolated from observed gravity values.
 SL0772
 SL0772;                    North         East    Units  Estimated Accuracy
 SL0772;SPC ND S     -   173,800.      813,260.      MT  (+/- 180 meters Scaled)
 SL0772
 SL0772                          SUPERSEDED SURVEY CONTROL
 SL0772
 SL0772  NGVD 29 (??/??/92)  355.742  (m)         1167.13   (f) ADJ UNCH    2 0
 SL0772
 SL0772.Superseded values are not recommended for survey control.
 SL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0772.See file dsdata.txt to determine how the superseded data were derived.
 SL0772
 SL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT996277(NAD 83)
 SL0772_MARKER: DB = BENCH MARK DISK
 SL0772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0772_SP_SET: 32 FT
 SL0772_STAMPING: H 449 1964
 SL0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0772
 SL0772  HISTORY     - Date     Condition        Report By
 SL0772  HISTORY     - 1964     MONUMENTED       CGS
 SL0772  HISTORY     - 1967     GOOD             USAF
 SL0772
 SL0772                          STATION DESCRIPTION
 SL0772
 SL0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0772'5.75 MI SE FROM PILLSBURY.
 SL0772'0.75 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0772'GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 5.0 MILES EAST ALONG A
 SL0772'GRAVELED ROAD, IN SECTION 19, R 56 W, T 143 N, AT A ROAD INTERSECTION,
 SL0772'IN LINE WITH A ROW OF POWER LINE POLES, 77 FEET SOUTH OF THE CENTER
 SL0772'LINE OF THE EAST-WEST ROAD, 75 FEET WEST OF THE CENTER LINE OF THE
 SL0772'NORTH-SOUTH ROAD, 109 FEET SOUTH-WEST OF THE APPROXIMATE CENTER OF THE
 SL0772'INTERSECTION, 1 1/2 FEET NORTH OF A POWER LINE POLE, 1 1/2 FEET SOUTH
 SL0772'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROADS, A DISK
 SL0772'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 SL0772'PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE GROUND. THE ROD WAS
 SL0772'DRIVEN TO A DEPTH OF 32 FEET.  NOTE-- POWER LINE POLE 1.5 FEET S OF
 SL0772'MARK NO LONGER EXISTS.
 SL0772
 SL0772                          STATION RECOVERY (1967)
 SL0772
 SL0772'RECOVERY NOTE BY US AIR FORCE 1967
 SL0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0051 ***********************************************************************
 RQ0051  DESIGNATION -  H 45
 RQ0051  PID         -  RQ0051
 RQ0051  STATE/COUNTY-  ND/BARNES
 RQ0051  USGS QUAD   -  LITCHVILLE (1970)
 RQ0051
 RQ0051                         *CURRENT SURVEY CONTROL
 RQ0051  ___________________________________________________________________
 RQ0051* NAD 83(1986)-  46 38 29.     (N)    098 13 42.     (W)     SCALED    
 RQ0051* NAVD 88     -       444.155  (meters)    1457.20   (feet)  ADJUSTED  
 RQ0051  ___________________________________________________________________
 RQ0051  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 RQ0051  DYNAMIC HT  -         444.163 (meters)    1457.22  (feet)  COMP
 RQ0051  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 RQ0051
 RQ0051  VERT ORDER  -  SECOND    CLASS 0
 RQ0051
 RQ0051.The horizontal coordinates were scaled from a topographic map and have
 RQ0051.an estimated accuracy of +/- 6 seconds.
 RQ0051
 RQ0051.The orthometric height was determined by differential leveling
 RQ0051.and adjusted by the National Geodetic Survey in June 1991..
 RQ0051
 RQ0051.The geoid height was determined by GEOID03.
 RQ0051
 RQ0051.The dynamic height is computed by dividing the NAVD 88
 RQ0051.geopotential number by the normal gravity value computed on the
 RQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0051.degrees latitude (g = 980.6199 gals.).
 RQ0051
 RQ0051.The modeled gravity was interpolated from observed gravity values.
 RQ0051
 RQ0051;                    North         East    Units  Estimated Accuracy
 RQ0051;SPC ND S     -   110,860.      773,890.      MT  (+/- 180 meters Scaled)
 RQ0051
 RQ0051                          SUPERSEDED SURVEY CONTROL
 RQ0051
 RQ0051  NGVD 29 (??/??/92)  443.771  (m)         1455.94   (f) ADJ UNCH    2 0
 RQ0051
 RQ0051.Superseded values are not recommended for survey control.
 RQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0051.See file dsdata.txt to determine how the superseded data were derived.
 RQ0051
 RQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS590656(NAD 83)
 RQ0051_MARKER: DB = BENCH MARK DISK
 RQ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0051_STAMPING: H 45 1934
 RQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0051+STABILITY: SURFACE MOTION
 RQ0051
 RQ0051  HISTORY     - Date     Condition        Report By
 RQ0051  HISTORY     - 1934     MONUMENTED       CGS
 RQ0051  HISTORY     - 1967     GOOD             DOD
 RQ0051
 RQ0051                          STATION DESCRIPTION
 RQ0051
 RQ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0051'1.8 MI SW FROM LITCHVILLE.
 RQ0051'1.8 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0051'STATION AT LITCHVILLE, BARNES COUNTY, 12 POLES SOUTHWEST OF MILEPOST
 RQ0051'54, AT A ROAD CROSSING, 38 FEET NORTHEAST OF THE CENTERLINE OF THE
 RQ0051'ROAD, 45 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 4 FEET
 RQ0051'NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT LEVEL WITH THE
 RQ0051'TRACK.  A STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A
 RQ0051'CONCRETE POST.
 RQ0051
 RQ0051                          STATION RECOVERY (1967)
 RQ0051
 RQ0051'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0581 ***********************************************************************
 RP0581  DESIGNATION -  H 450
 RP0581  PID         -  RP0581
 RP0581  STATE/COUNTY-  ND/BARNES
 RP0581  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0581
 RP0581                         *CURRENT SURVEY CONTROL
 RP0581  ___________________________________________________________________
 RP0581* NAD 83(1986)-  46 55 51.     (N)    097 54 02.     (W)     SCALED    
 RP0581* NAVD 88     -       430.219  (meters)    1411.48   (feet)  ADJUSTED  
 RP0581  ___________________________________________________________________
 RP0581  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 RP0581  DYNAMIC HT  -         430.249 (meters)    1411.58  (feet)  COMP
 RP0581  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 RP0581
 RP0581  VERT ORDER  -  FIRST     CLASS II
 RP0581
 RP0581.The horizontal coordinates were scaled from a topographic map and have
 RP0581.an estimated accuracy of +/- 6 seconds.
 RP0581
 RP0581.The orthometric height was determined by differential leveling
 RP0581.and adjusted by the National Geodetic Survey in June 1991..
 RP0581
 RP0581.The geoid height was determined by GEOID03.
 RP0581
 RP0581.The dynamic height is computed by dividing the NAVD 88
 RP0581.geopotential number by the normal gravity value computed on the
 RP0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0581.degrees latitude (g = 980.6199 gals.).
 RP0581
 RP0581.The modeled gravity was interpolated from observed gravity values.
 RP0581
 RP0581;                    North         East    Units  Estimated Accuracy
 RP0581;SPC ND S     -   143,800.      797,910.      MT  (+/- 180 meters Scaled)
 RP0581
 RP0581                          SUPERSEDED SURVEY CONTROL
 RP0581
 RP0581  NGVD 29 (??/??/92)  429.860  (m)         1410.30   (f) ADJ UNCH    1 2
 RP0581
 RP0581.Superseded values are not recommended for survey control.
 RP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0581.See file dsdata.txt to determine how the superseded data were derived.
 RP0581
 RP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS836980(NAD 83)
 RP0581_MARKER: DB = BENCH MARK DISK
 RP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0581_STAMPING: H 450 1964
 RP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0581+STABILITY: SURFACE MOTION
 RP0581
 RP0581  HISTORY     - Date     Condition        Report By
 RP0581  HISTORY     - 1964     MONUMENTED       CGS
 RP0581  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0581
 RP0581                          STATION DESCRIPTION
 RP0581
 RP0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0581'5.2 MI W FROM ORISKA.
 RP0581'ABOUT 5.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0581'STATION AT ORISKA, IN SECTION 20, R 57 W, T 140 N, 0.35 MILE WEST OF
 RP0581'MILE-POST 60, 0.5 MILE EAST OF THE PEAK ELEVATOR, 13 RAILS WEST OF THE
 RP0581'EAST SWITCH OF THE PEAK SIDING, 30.5 FEET SOUTH OF THE SOUTHERN MOST
 RP0581'RAIL, 124 FEET SOUTHWEST OF AND ACROSS THE TRACKS FROM TELEPHONE POLE
 RP0581'7 J, 2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 RP0581'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RP0581'0.4 FOOT.
 RP0581
 RP0581                          STATION RECOVERY (1982)
 RP0581
 RP0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0581'NOT RECOVERED, LEVEL LINE WAS REROUTED ALONG INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0021 ***********************************************************************
 RQ0021  DESIGNATION -  H 451
 RQ0021  PID         -  RQ0021
 RQ0021  STATE/COUNTY-  ND/BARNES
 RQ0021  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0021
 RQ0021                         *CURRENT SURVEY CONTROL
 RQ0021  ___________________________________________________________________
 RQ0021* NAD 83(1986)-  46 55 30.     (N)    098 03 39.     (W)     SCALED    
 RQ0021* NAVD 88     -       424.134  (meters)    1391.51   (feet)  ADJUSTED  
 RQ0021  ___________________________________________________________________
 RQ0021  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RQ0021  DYNAMIC HT  -         424.169 (meters)    1391.63  (feet)  COMP
 RQ0021  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 RQ0021
 RQ0021  VERT ORDER  -  FIRST     CLASS II
 RQ0021
 RQ0021.The horizontal coordinates were scaled from a topographic map and have
 RQ0021.an estimated accuracy of +/- 6 seconds.
 RQ0021
 RQ0021.The orthometric height was determined by differential leveling
 RQ0021.and adjusted by the National Geodetic Survey in June 1991..
 RQ0021
 RQ0021.The geoid height was determined by GEOID03.
 RQ0021
 RQ0021.The dynamic height is computed by dividing the NAVD 88
 RQ0021.geopotential number by the normal gravity value computed on the
 RQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0021.degrees latitude (g = 980.6199 gals.).
 RQ0021
 RQ0021.The modeled gravity was interpolated from observed gravity values.
 RQ0021
 RQ0021;                    North         East    Units  Estimated Accuracy
 RQ0021;SPC ND S     -   142,760.      785,730.      MT  (+/- 180 meters Scaled)
 RQ0021
 RQ0021                          SUPERSEDED SURVEY CONTROL
 RQ0021
 RQ0021  NGVD 29 (??/??/92)  423.773  (m)         1390.33   (f) ADJ UNCH    1 2
 RQ0021
 RQ0021.Superseded values are not recommended for survey control.
 RQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0021.See file dsdata.txt to determine how the superseded data were derived.
 RQ0021
 RQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS715972(NAD 83)
 RQ0021_MARKER: DB = BENCH MARK DISK
 RQ0021_SETTING: 80 = SET IN A BOULDER
 RQ0021_SP_SET: BOULDER
 RQ0021_STAMPING: H 451 1964
 RQ0021_MARK LOGO: CGS   
 RQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0021+STABILITY: SURFACE MOTION
 RQ0021
 RQ0021  HISTORY     - Date     Condition        Report By
 RQ0021  HISTORY     - 1964     MONUMENTED       CGS
 RQ0021  HISTORY     - 1982     GOOD             NGS
 RQ0021
 RQ0021                          STATION DESCRIPTION
 RQ0021
 RQ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0021'3.1 MI W FROM VALLEY CITY.
 RQ0021'ABOUT 3.1 MILES WEST ALONG THE VALLEY CITY SPUR TRACK OF THE NORTHERN
 RQ0021'PACIFIC RAILWAY FROM THE FREIGHT STATION AT VALLEY CITY, IN SECTION
 RQ0021'24, R 59 W, T 140 N, AT THE CROSSING OF A NORTH-SOUTH GRAVELED ROAD,
 RQ0021'0.2 MILE SOUTHEAST OF MILEPOST 69 WHICH IS ON THE SPUR TRACK, ABOUT
 RQ0021'0.35 MILE SOUTHEAST OF THE Y OF THE MAIN LINE OF THE NORTHERN PACIFIC
 RQ0021'RAILWAY AND THE SPUR INTO VALLEY CITY, 21.2 FEET SOUTHWEST OF THE
 RQ0021'SOUTHWEST RAIL, 38 1/2 FEET WEST OF THE CENTER OF THE CROSSING, 2.7
 RQ0021'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 RQ0021'IN THE TOP NEAR THE NORTH CORNER OF A 3-BY-4 FOOT EMBEDDED BOULDER
 RQ0021'THAT PROJECTS ABOUT 18 INCHES AT THE NORTHEAST SIDE.
 RQ0021
 RQ0021                          STATION RECOVERY (1982)
 RQ0021
 RQ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0021'RECOVERED THIS DATE, NOT LEVELED TO THIS DATE, LEVEL LINE WAS
 RQ0021'REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0098 ***********************************************************************
 TE0098  DESIGNATION -  H 452
 TE0098  PID         -  TE0098
 TE0098  STATE/COUNTY-  ND/CAVALIER
 TE0098  USGS QUAD   -  LANGDON EAST (1983)
 TE0098
 TE0098                         *CURRENT SURVEY CONTROL
 TE0098  ___________________________________________________________________
 TE0098* NAD 83(1986)-  48 45 39.     (N)    098 20 37.     (W)     SCALED    
 TE0098* NAVD 88     -       496.623  (meters)    1629.34   (feet)  ADJUSTED  
 TE0098  ___________________________________________________________________
 TE0098  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0098  DYNAMIC HT  -         496.736 (meters)    1629.71  (feet)  COMP
 TE0098  MODELED GRAV-     980,822.5   (mgal)                       NAVD 88
 TE0098
 TE0098  VERT ORDER  -  SECOND    CLASS 0
 TE0098
 TE0098.The horizontal coordinates were scaled from a topographic map and have
 TE0098.an estimated accuracy of +/- 6 seconds.
 TE0098
 TE0098.The orthometric height was determined by differential leveling
 TE0098.and adjusted by the National Geodetic Survey in June 1991..
 TE0098
 TE0098.The geoid height was determined by GEOID03.
 TE0098
 TE0098.The dynamic height is computed by dividing the NAVD 88
 TE0098.geopotential number by the normal gravity value computed on the
 TE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0098.degrees latitude (g = 980.6199 gals.).
 TE0098
 TE0098.The modeled gravity was interpolated from observed gravity values.
 TE0098
 TE0098;                    North         East    Units  Estimated Accuracy
 TE0098;SPC ND N     -   198,000.      758,520.      MT  (+/- 180 meters Scaled)
 TE0098
 TE0098                          SUPERSEDED SURVEY CONTROL
 TE0098
 TE0098  NGVD 29 (??/??/92)  496.248  (m)         1628.11   (f) ADJ UNCH    2 0
 TE0098
 TE0098.Superseded values are not recommended for survey control.
 TE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0098.See file dsdata.txt to determine how the superseded data were derived.
 TE0098
 TE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV482010(NAD 83)
 TE0098_MARKER: DB = BENCH MARK DISK
 TE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0098_STAMPING: H 452 1964
 TE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0098+STABILITY: SURFACE MOTION
 TE0098
 TE0098  HISTORY     - Date     Condition        Report By
 TE0098  HISTORY     - 1964     MONUMENTED       CGS
 TE0098  HISTORY     - 1973     GOOD             NGS
 TE0098
 TE0098                          STATION DESCRIPTION
 TE0098
 TE0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0098'1.1 MI E FROM LANGDON.
 TE0098'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0098'LANGDON, AT A ROAD INTERSECTION, IN SECTION 19, R 59 W, T 161 N, 100
 TE0098'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 96 FEET WEST OF THE
 TE0098'CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 141 FEET SOUTHWEST OF THE
 TE0098'APPROXIMATE CENTER OF THE INTERSECTION, 4 FEET WEST OF POWER LINE POLE
 TE0098'NO. 703, 2 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0098'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 TE0098'THE LEVEL OF THE GROUND.
 TE0098
 TE0098                          STATION RECOVERY (1973)
 TE0098
 TE0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0210 ***********************************************************************
 TE0210  DESIGNATION -  H 454
 TE0210  PID         -  TE0210
 TE0210  STATE/COUNTY-  ND/CAVALIER
 TE0210  USGS QUAD   -  OLGA SW (1969)
 TE0210
 TE0210                         *CURRENT SURVEY CONTROL
 TE0210  ___________________________________________________________________
 TE0210* NAD 83(1986)-  48 50 46.     (N)    098 08 42.     (W)     SCALED    
 TE0210* NAVD 88     -       469.175  (meters)    1539.29   (feet)  ADJUSTED  
 TE0210  ___________________________________________________________________
 TE0210  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 TE0210  DYNAMIC HT  -         469.286 (meters)    1539.65  (feet)  COMP
 TE0210  MODELED GRAV-     980,831.7   (mgal)                       NAVD 88
 TE0210
 TE0210  VERT ORDER  -  SECOND    CLASS 0
 TE0210
 TE0210.The horizontal coordinates were scaled from a topographic map and have
 TE0210.an estimated accuracy of +/- 6 seconds.
 TE0210
 TE0210.The orthometric height was determined by differential leveling
 TE0210.and adjusted by the National Geodetic Survey in June 1991..
 TE0210
 TE0210.The geoid height was determined by GEOID03.
 TE0210
 TE0210.The dynamic height is computed by dividing the NAVD 88
 TE0210.geopotential number by the normal gravity value computed on the
 TE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0210.degrees latitude (g = 980.6199 gals.).
 TE0210
 TE0210.The modeled gravity was interpolated from observed gravity values.
 TE0210
 TE0210;                    North         East    Units  Estimated Accuracy
 TE0210;SPC ND N     -   207,910.      772,830.      MT  (+/- 180 meters Scaled)
 TE0210
 TE0210                          SUPERSEDED SURVEY CONTROL
 TE0210
 TE0210  NGVD 29 (??/??/92)  468.816  (m)         1538.11   (f) ADJ UNCH    2 0
 TE0210
 TE0210.Superseded values are not recommended for survey control.
 TE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0210.See file dsdata.txt to determine how the superseded data were derived.
 TE0210
 TE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV627107(NAD 83)
 TE0210_MARKER: DB = BENCH MARK DISK
 TE0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0210_SP_SET: ROD
 TE0210_STAMPING: H 454 1964
 TE0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0210
 TE0210  HISTORY     - Date     Condition        Report By
 TE0210  HISTORY     - 1964     MONUMENTED       CGS
 TE0210
 TE0210                          STATION DESCRIPTION
 TE0210
 TE0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0210'4.3 MI S FROM VANG.
 TE0210'ABOUT 0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0210'CHURCH AND CEMETERY, THENCE 4.1 MILES SOUTH ALONG A GRAVELED ROAD, IN
 TE0210'SECTION 22, R 58 W, T 162 N, AT THE OUTSIDE OF A CURVE IN ROAD, NEAR A
 TE0210'POINT WHERE THE ROAD CURVES SOUTHEAST AND DOWNHILL, IN A FENCE LINE,
 TE0210'190 FEET SOUTHEAST AND DOWNHILL FROM TOP OF GRADE OF ROAD, 143.5 FEET
 TE0210'EAST OF AND ACROSS ROAD FROM THE SOUTHEAST CORNER OF ABANDONED SCHOOL
 TE0210'BUILDING, IN LINE WITH THE SOUTH WALL OF THE BUILDING, 38 FEET EAST OF
 TE0210'THE CENTER LINE OF THE ROAD, 39.6 FEET SOUTH OF A POINT WHERE FENCE
 TE0210'TURNS NORTHEAST, 0.7 FOOT WEST OF A FENCE LINE, 1.3 FEET SOUTH OF A
 TE0210'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK ON THE
 TE0210'TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 1 INCH ABOVE THE LEVEL
 TE0210'OF THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 2 INCHES
 TE0210'ABOVE THE LEVEL OF THE GROUND. NOTE-- THIS MARK MAY BE REACHED BY
 TE0210'GOING 10.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0210'LANGDON, THENCE 6.0 MILES NORTH ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0258 ***********************************************************************
 TE0258  DESIGNATION -  H 455
 TE0258  PID         -  TE0258
 TE0258  STATE/COUNTY-  ND/CAVALIER
 TE0258  USGS QUAD   -  OLGA (1972)
 TE0258
 TE0258                         *CURRENT SURVEY CONTROL
 TE0258  ___________________________________________________________________
 TE0258* NAD 83(1986)-  48 49 08.     (N)    098 02 16.     (W)     SCALED    
 TE0258* NAVD 88     -       466.276  (meters)    1529.77   (feet)  ADJUSTED  
 TE0258  ___________________________________________________________________
 TE0258  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE0258  DYNAMIC HT  -         466.390 (meters)    1530.15  (feet)  COMP
 TE0258  MODELED GRAV-     980,840.0   (mgal)                       NAVD 88
 TE0258
 TE0258  VERT ORDER  -  SECOND    CLASS 0
 TE0258
 TE0258.The horizontal coordinates were scaled from a topographic map and have
 TE0258.an estimated accuracy of +/- 6 seconds.
 TE0258
 TE0258.The orthometric height was determined by differential leveling
 TE0258.and adjusted by the National Geodetic Survey in June 1991..
 TE0258
 TE0258.The geoid height was determined by GEOID03.
 TE0258
 TE0258.The dynamic height is computed by dividing the NAVD 88
 TE0258.geopotential number by the normal gravity value computed on the
 TE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0258.degrees latitude (g = 980.6199 gals.).
 TE0258
 TE0258.The modeled gravity was interpolated from observed gravity values.
 TE0258
 TE0258;                    North         East    Units  Estimated Accuracy
 TE0258;SPC ND N     -   205,130.      780,790.      MT  (+/- 180 meters Scaled)
 TE0258
 TE0258                          SUPERSEDED SURVEY CONTROL
 TE0258
 TE0258  NGVD 29 (??/??/92)  465.921  (m)         1528.61   (f) ADJ UNCH    2 0
 TE0258
 TE0258.Superseded values are not recommended for survey control.
 TE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0258.See file dsdata.txt to determine how the superseded data were derived.
 TE0258
 TE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV706077(NAD 83)
 TE0258_MARKER: DB = BENCH MARK DISK
 TE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0258_STAMPING: H 455 1964
 TE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0258+STABILITY: SURFACE MOTION
 TE0258
 TE0258  HISTORY     - Date     Condition        Report By
 TE0258  HISTORY     - 1964     MONUMENTED       CGS
 TE0258  HISTORY     - 1968     GOOD             DOD
 TE0258
 TE0258                          STATION DESCRIPTION
 TE0258
 TE0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0258'19.1 MI NE FROM LANGDON.
 TE0258'ABOUT 15.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0258'LANGDON, THENCE 4.0 MILES NORTH ALONG A GRAVEL ROAD, IN SECTION 33, R
 TE0258'57 W, T 162 N, 1.4 MILES NORTH OF THE T ROAD JUNCTION LEADING WEST TO
 TE0258'OLGA, SET ALONG THE NORTH SIDE OF THE TRIANGLE GRASS PLOT FORMED BY
 TE0258'THE EAST-WEST GRAVEL ROAD JUNCTION, 71 FEET EAST OF CENTER LINE OF
 TE0258'NORTH-SOUTH ROAD, 88 FEET NORTHWEST OF CENTER LINE OF ROAD ON THE
 TE0258'SOUTHEAST SIDE OF TRIANGLE, 32 FEET SOUTH OF CENTER LINE OF THE
 TE0258'EAST-WEST ROAD, 2.8 FEET WEST OF A TELEPHONE POLE, 2.6 FEET EAST OF A
 TE0258'METAL WITNESS POST, 3 FEET BELOW LEVEL OF ROAD (EAST-WEST), AND IS A
 TE0258'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0258
 TE0258                          STATION RECOVERY (1968)
 TE0258
 TE0258'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1014 ***********************************************************************
 TE1014  DESIGNATION -  H 456
 TE1014  PID         -  TE1014
 TE1014  STATE/COUNTY-  ND/CAVALIER
 TE1014  USGS QUAD   -  HANNAH SE (1970)
 TE1014
 TE1014                         *CURRENT SURVEY CONTROL
 TE1014  ___________________________________________________________________
 TE1014* NAD 83(1986)-  48 49 08.     (N)    098 36 22.     (W)     SCALED    
 TE1014* NAVD 88     -       479.403  (meters)    1572.84   (feet)  ADJUSTED  
 TE1014  ___________________________________________________________________
 TE1014  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE1014  DYNAMIC HT  -         479.517 (meters)    1573.22  (feet)  COMP
 TE1014  MODELED GRAV-     980,832.0   (mgal)                       NAVD 88
 TE1014
 TE1014  VERT ORDER  -  SECOND    CLASS 0
 TE1014
 TE1014.The horizontal coordinates were scaled from a topographic map and have
 TE1014.an estimated accuracy of +/- 6 seconds.
 TE1014
 TE1014.The orthometric height was determined by differential leveling
 TE1014.and adjusted by the National Geodetic Survey in June 1991..
 TE1014
 TE1014.The geoid height was determined by GEOID03.
 TE1014
 TE1014.The dynamic height is computed by dividing the NAVD 88
 TE1014.geopotential number by the normal gravity value computed on the
 TE1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1014.degrees latitude (g = 980.6199 gals.).
 TE1014
 TE1014.The modeled gravity was interpolated from observed gravity values.
 TE1014
 TE1014;                    North         East    Units  Estimated Accuracy
 TE1014;SPC ND N     -   203,950.      739,070.      MT  (+/- 180 meters Scaled)
 TE1014
 TE1014                          SUPERSEDED SURVEY CONTROL
 TE1014
 TE1014  NGVD 29 (??/??/92)  479.026  (m)         1571.60   (f) ADJ UNCH    2 0
 TE1014
 TE1014.Superseded values are not recommended for survey control.
 TE1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1014.See file dsdata.txt to determine how the superseded data were derived.
 TE1014
 TE1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289073(NAD 83)
 TE1014_MARKER: DB = BENCH MARK DISK
 TE1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1014_STAMPING: H 456 1964
 TE1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1014+STABILITY: SURFACE MOTION
 TE1014
 TE1014  HISTORY     - Date     Condition        Report By
 TE1014  HISTORY     - 1964     MONUMENTED       CGS
 TE1014  HISTORY     - 1968     GOOD             DOD
 TE1014
 TE1014                          STATION DESCRIPTION
 TE1014
 TE1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1014'5.35 MI S FROM WALES.
 TE1014'ABOUT 5.35 MILES SOUTH ALONG A GRADED ROAD FROM THE GRADE BRICK SCHOOL
 TE1014'BUILDING AT WALES, AT THE INTERSECTION OF AN EAST-WEST GRADED ROAD, IN
 TE1014'SECTION 36, R 62 W, T 162 N, 74 1/2 FEET WEST OF THE CENTER LINE OF
 TE1014'THE NORTH-SOUTH GRADED ROAD, 75 1/2 FEET SOUTH OF THE CENTER LINE OF
 TE1014'THE EAST-WEST ROAD, 106 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 TE1014'THE INTERSECTION, 3 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 TE1014'WEST OF A ROW OF POLES, 2 FEET NORTHEAST OF A METAL WITNESS POST, 3
 TE1014'FEET BELOW THE LEVEL OF THE NORTHSOUTH ROAD AND SET IN THE TOP OF A
 TE1014'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE1014
 TE1014                          STATION RECOVERY (1968)
 TE1014
 TE1014'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0443 ***********************************************************************
 RP0443  DESIGNATION -  H 46
 RP0443  PID         -  RP0443
 RP0443  STATE/COUNTY-  ND/CASS
 RP0443  USGS QUAD   -  SHELDON NE (1961)
 RP0443
 RP0443                         *CURRENT SURVEY CONTROL
 RP0443  ___________________________________________________________________
 RP0443* NAD 83(1986)-  46 38 18.     (N)    097 17 09.     (W)     SCALED    
 RP0443* NAVD 88     -       321.947  (meters)    1056.25   (feet)  ADJUSTED  
 RP0443  ___________________________________________________________________
 RP0443  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 RP0443  DYNAMIC HT  -         321.961 (meters)    1056.30  (feet)  COMP
 RP0443  MODELED GRAV-     980,651.3   (mgal)                       NAVD 88
 RP0443
 RP0443  VERT ORDER  -  SECOND    CLASS 0
 RP0443
 RP0443.The horizontal coordinates were scaled from a topographic map and have
 RP0443.an estimated accuracy of +/- 6 seconds.
 RP0443
 RP0443.The orthometric height was determined by differential leveling
 RP0443.and adjusted by the National Geodetic Survey in June 1991..
 RP0443
 RP0443.The geoid height was determined by GEOID03.
 RP0443
 RP0443.The dynamic height is computed by dividing the NAVD 88
 RP0443.geopotential number by the normal gravity value computed on the
 RP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0443.degrees latitude (g = 980.6199 gals.).
 RP0443
 RP0443.The modeled gravity was interpolated from observed gravity values.
 RP0443
 RP0443;                    North         East    Units  Estimated Accuracy
 RP0443;SPC ND S     -   113,040.      846,020.      MT  (+/- 180 meters Scaled)
 RP0443
 RP0443                          SUPERSEDED SURVEY CONTROL
 RP0443
 RP0443  NGVD 29 (??/??/92)  321.636  (m)         1055.23   (f) ADJ UNCH    2 0
 RP0443
 RP0443.Superseded values are not recommended for survey control.
 RP0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0443.See file dsdata.txt to determine how the superseded data were derived.
 RP0443
 RP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS311664(NAD 83)
 RP0443_MARKER: DB = BENCH MARK DISK
 RP0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0443_STAMPING: H-46 1934
 RP0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0443+STABILITY: SURFACE MOTION
 RP0443
 RP0443  HISTORY     - Date     Condition        Report By
 RP0443  HISTORY     - 1934     MONUMENTED       CGS
 RP0443
 RP0443                          STATION DESCRIPTION
 RP0443
 RP0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0443'1.8 MI SW FROM LEONARD.
 RP0443'ABOUT 1.8 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0443'STATION AT LEONARD, CASS COUNTY, ACROSS THE TRACK FROM MILEPOST 30,
 RP0443'NEAR A RAILREST, ABOUT 50 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RP0443'TRACK, 3 FEET WEST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE RAIL. A
 RP0443'STANDARD DISK, STAMPED H 46 1934 AND SET IN THE TOP OF A CONCRETE
 RP0443'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1535 ***********************************************************************
 TG1535  DESIGNATION -  H 462
 TG1535  PID         -  TG1535
 TG1535  STATE/COUNTY-  ND/WILLIAMS
 TG1535  USGS QUAD   -  TRENTON NE (1974)
 TG1535
 TG1535                         *CURRENT SURVEY CONTROL
 TG1535  ___________________________________________________________________
 TG1535* NAD 83(1986)-  48 08 24.     (N)    103 50 20.     (W)     SCALED    
 TG1535* NAVD 88     -       669.965  (meters)    2198.04   (feet)  ADJUSTED  
 TG1535  ___________________________________________________________________
 TG1535  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1535  DYNAMIC HT  -         670.042 (meters)    2198.30  (feet)  COMP
 TG1535  MODELED GRAV-     980,704.9   (mgal)                       NAVD 88
 TG1535
 TG1535  VERT ORDER  -  FIRST     CLASS II
 TG1535
 TG1535.The horizontal coordinates were scaled from a topographic map and have
 TG1535.an estimated accuracy of +/- 6 seconds.
 TG1535
 TG1535.The orthometric height was determined by differential leveling
 TG1535.and adjusted by the National Geodetic Survey in June 1991..
 TG1535
 TG1535.The geoid height was determined by GEOID03.
 TG1535
 TG1535.The dynamic height is computed by dividing the NAVD 88
 TG1535.geopotential number by the normal gravity value computed on the
 TG1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1535.degrees latitude (g = 980.6199 gals.).
 TG1535
 TG1535.The modeled gravity was interpolated from observed gravity values.
 TG1535
 TG1535;                    North         East    Units  Estimated Accuracy
 TG1535;SPC ND N     -   132,130.      351,600.      MT  (+/- 180 meters Scaled)
 TG1535
 TG1535                          SUPERSEDED SURVEY CONTROL
 TG1535
 TG1535.No superseded survey control is available for this station.
 TG1535
 TG1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP863325(NAD 83)
 TG1535_MARKER: I = METAL ROD
 TG1535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1535_SP_SET: STAINLESS STEEL ROD
 TG1535_STAMPING: H 462 1981
 TG1535_MARK LOGO: NGS   
 TG1535_PROJECTION: FLUSH
 TG1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1535_ROD/PIPE-DEPTH: 6.1  meters
 TG1535
 TG1535  HISTORY     - Date     Condition        Report By
 TG1535  HISTORY     - 1981     MONUMENTED       NGS
 TG1535
 TG1535                          STATION DESCRIPTION
 TG1535
 TG1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1535'8.5 KM (5.3 MI) WEST FROM WILLISTON.
 TG1535'8.5 KM (5.3 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1535'U.S. HIGHWAY 85 IN WILLISTON, IN THE CENTER OF DOUBLE UTILITY POLE
 TG1535'NUMBER 125-7, 29.6 METERS (97.0 FT) NORTH OF THE CENTERLINE OF THE
 TG1535'HIGHWAY AND 29.4 METERS (96.5 FT) SOUTHEAST OF THE CENTER OF A FARM
 TG1535'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1535'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TG1535'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0650 ***********************************************************************
 SO0650  DESIGNATION -  H 463
 SO0650  PID         -  SO0650
 SO0650  STATE/COUNTY-  ND/MCKENZIE
 SO0650  USGS QUAD   -  CARTWRIGHT (1972)
 SO0650
 SO0650                         *CURRENT SURVEY CONTROL
 SO0650  ___________________________________________________________________
 SO0650* NAD 83(1986)-  47 51 46.     (N)    103 55 03.     (W)     SCALED    
 SO0650* NAVD 88     -       583.162  (meters)    1913.26   (feet)  ADJUSTED  
 SO0650  ___________________________________________________________________
 SO0650  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0650  DYNAMIC HT  -         583.217 (meters)    1913.44  (feet)  COMP
 SO0650  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 SO0650
 SO0650  VERT ORDER  -  FIRST     CLASS II
 SO0650
 SO0650.The horizontal coordinates were scaled from a topographic map and have
 SO0650.an estimated accuracy of +/- 6 seconds.
 SO0650
 SO0650.The orthometric height was determined by differential leveling
 SO0650.and adjusted by the National Geodetic Survey in June 1991..
 SO0650
 SO0650.The geoid height was determined by GEOID03.
 SO0650
 SO0650.The dynamic height is computed by dividing the NAVD 88
 SO0650.geopotential number by the normal gravity value computed on the
 SO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0650.degrees latitude (g = 980.6199 gals.).
 SO0650
 SO0650.The modeled gravity was interpolated from observed gravity values.
 SO0650
 SO0650;                    North         East    Units  Estimated Accuracy
 SO0650;SPC ND N     -   101,600.      344,390.      MT  (+/- 180 meters Scaled)
 SO0650
 SO0650                          SUPERSEDED SURVEY CONTROL
 SO0650
 SO0650.No superseded survey control is available for this station.
 SO0650
 SO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP809016(NAD 83)
 SO0650_MARKER: I = METAL ROD
 SO0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0650_SP_SET: STAINLESS STEEL ROD
 SO0650_STAMPING: H 463 1981
 SO0650_MARK LOGO: NGS   
 SO0650_PROJECTION: FLUSH
 SO0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0650_ROD/PIPE-DEPTH: 24.4 meters
 SO0650
 SO0650  HISTORY     - Date     Condition        Report By
 SO0650  HISTORY     - 1981     MONUMENTED       NGS
 SO0650
 SO0650                          STATION DESCRIPTION
 SO0650
 SO0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0650'10.9 KM (6.8 MI) EAST FROM FAIRVIEW.
 SO0650'10.9 KM (6.8 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SO0650'IN FAIRVIEW, 0.6 KM (0.35 MI) EAST OF A GRAVELEDED ROAD LEADING SOUTH
 SO0650'TO CARTWRIGHT, 30.2 METERS (99.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 SO0650'OF THE HIGHWAY, 4.9 METERS (16.0 FT) WEST-SOUTHWEST OF THE CENTER OF A
 SO0650'FIELD ENTRANCE AND 0.3 METER (1.0 FT) SOUTH-SOUTHEAST OF A FENCE.
 SO0650'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SO0650'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 SO0650'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1650 ***********************************************************************
 TG1650  DESIGNATION -  H 464
 TG1650  PID         -  TG1650
 TG1650  STATE/COUNTY-  ND/MOUNTRAIL
 TG1650  USGS QUAD   -  PALERMO (1981)
 TG1650
 TG1650                         *CURRENT SURVEY CONTROL
 TG1650  ___________________________________________________________________
 TG1650* NAD 83(1986)-  48 20 29.     (N)    102 12 12.     (W)     SCALED    
 TG1650* NAVD 88     -       664.820  (meters)    2181.16   (feet)  ADJUSTED  
 TG1650  ___________________________________________________________________
 TG1650  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TG1650  DYNAMIC HT  -         664.929 (meters)    2181.52  (feet)  COMP
 TG1650  MODELED GRAV-     980,751.4   (mgal)                       NAVD 88
 TG1650
 TG1650  VERT ORDER  -  FIRST     CLASS II
 TG1650
 TG1650.The horizontal coordinates were scaled from a topographic map and have
 TG1650.an estimated accuracy of +/- 6 seconds.
 TG1650
 TG1650.The orthometric height was determined by differential leveling
 TG1650.and adjusted by the National Geodetic Survey in June 1991..
 TG1650
 TG1650.The geoid height was determined by GEOID03.
 TG1650
 TG1650.The dynamic height is computed by dividing the NAVD 88
 TG1650.geopotential number by the normal gravity value computed on the
 TG1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1650.degrees latitude (g = 980.6199 gals.).
 TG1650
 TG1650.The modeled gravity was interpolated from observed gravity values.
 TG1650
 TG1650;                    North         East    Units  Estimated Accuracy
 TG1650;SPC ND N     -   150,540.      473,750.      MT  (+/- 180 meters Scaled)
 TG1650
 TG1650                          SUPERSEDED SURVEY CONTROL
 TG1650
 TG1650.No superseded survey control is available for this station.
 TG1650
 TG1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP072580(NAD 83)
 TG1650_MARKER: I = METAL ROD
 TG1650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1650_STAMPING: H 464 1981
 TG1650_MARK LOGO: NGS   
 TG1650_PROJECTION: FLUSH
 TG1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1650+STABILITY: POSITION/ELEVATION WELL
 TG1650_ROD/PIPE-DEPTH: 17.1 meters
 TG1650_SLEEVE-DEPTH  : 12.2 meters
 TG1650
 TG1650  HISTORY     - Date     Condition        Report By
 TG1650  HISTORY     - 1981     MONUMENTED       NGS
 TG1650
 TG1650                          STATION DESCRIPTION
 TG1650
 TG1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1650'2.2 KM (1.4 MI) EAST FROM PALERMO.
 TG1650'0.3 KM (0.2 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1650'PALERMO, THENCE 1.9 KM (1.2 MI) EASTERLY ALONG COUNTY ROAD 15 (OLD U.
 TG1650'S.  HIGHWAY 2), 30.5 METERS (100.1 FT) SOUTH OF THE CENTERLINE OF THE
 TG1650'ROAD, 8.8 METERS (28.9 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING
 TG1650'SOUTH AND 1.5 METERS (4.9 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO
 TG1650'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1650'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 TG1650'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1626 ***********************************************************************
 TG1626  DESIGNATION -  H 465
 TG1626  PID         -  TG1626
 TG1626  STATE/COUNTY-  ND/MOUNTRAIL
 TG1626  USGS QUAD   -  MANITOU (1981)
 TG1626
 TG1626                         *CURRENT SURVEY CONTROL
 TG1626  ___________________________________________________________________
 TG1626* NAD 83(1986)-  48 19 36.     (N)    102 41 57.     (W)     SCALED    
 TG1626* NAVD 88     -       685.476  (meters)    2248.93   (feet)  ADJUSTED  
 TG1626  ___________________________________________________________________
 TG1626  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1626  DYNAMIC HT  -         685.583 (meters)    2249.28  (feet)  COMP
 TG1626  MODELED GRAV-     980,742.8   (mgal)                       NAVD 88
 TG1626
 TG1626  VERT ORDER  -  FIRST     CLASS II
 TG1626
 TG1626.The horizontal coordinates were scaled from a topographic map and have
 TG1626.an estimated accuracy of +/- 6 seconds.
 TG1626
 TG1626.The orthometric height was determined by differential leveling
 TG1626.and adjusted by the National Geodetic Survey in June 1991..
 TG1626
 TG1626.The geoid height was determined by GEOID03.
 TG1626
 TG1626.The dynamic height is computed by dividing the NAVD 88
 TG1626.geopotential number by the normal gravity value computed on the
 TG1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1626.degrees latitude (g = 980.6199 gals.).
 TG1626
 TG1626.The modeled gravity was interpolated from observed gravity values.
 TG1626
 TG1626;                    North         East    Units  Estimated Accuracy
 TG1626;SPC ND N     -   149,830.      436,960.      MT  (+/- 180 meters Scaled)
 TG1626
 TG1626                          SUPERSEDED SURVEY CONTROL
 TG1626
 TG1626.No superseded survey control is available for this station.
 TG1626
 TG1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP705551(NAD 83)
 TG1626_MARKER: I = METAL ROD
 TG1626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1626_SP_SET: STAINLESS STEEL ROD
 TG1626_STAMPING: H 465 1982
 TG1626_MARK LOGO: NGS   
 TG1626_PROJECTION: FLUSH
 TG1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1626_ROD/PIPE-DEPTH: 6.4  meters
 TG1626
 TG1626  HISTORY     - Date     Condition        Report By
 TG1626  HISTORY     - 1982     MONUMENTED       NGS
 TG1626
 TG1626                          STATION DESCRIPTION
 TG1626
 TG1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1626'11.9 KM (7.4 MI) WEST FROM ROSS.
 TG1626'11.9 KM (7.4 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1626'NORTHERN RAILROAD STATION IN ROSS, 63.4 METERS (208.0 FT) SOUTH OF THE
 TG1626'CENTERLINE OF THE ROAD AND 8.0 METERS (26.2 FT) WEST OF THE CENTER OF
 TG1626'A TRACK ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 TG1626'A 5-INCH LOGO CAP.
 TG1626'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1626'THE MARK IS 0.5 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1586 ***********************************************************************
 TG1586  DESIGNATION -  H 466
 TG1586  PID         -  TG1586
 TG1586  STATE/COUNTY-  ND/WILLIAMS
 TG1586  USGS QUAD   -  RAY (1978)
 TG1586
 TG1586                         *CURRENT SURVEY CONTROL
 TG1586  ___________________________________________________________________
 TG1586* NAD 83(1986)-  48 19 39.     (N)    103 14 20.     (W)     SCALED    
 TG1586* NAVD 88     -       727.158  (meters)    2385.68   (feet)  ADJUSTED  
 TG1586  ___________________________________________________________________
 TG1586  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1586  DYNAMIC HT  -         727.260 (meters)    2386.02  (feet)  COMP
 TG1586  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 TG1586
 TG1586  VERT ORDER  -  FIRST     CLASS II
 TG1586
 TG1586.The horizontal coordinates were scaled from a topographic map and have
 TG1586.an estimated accuracy of +/- 6 seconds.
 TG1586
 TG1586.The orthometric height was determined by differential leveling
 TG1586.and adjusted by the National Geodetic Survey in June 1991..
 TG1586
 TG1586.The geoid height was determined by GEOID03.
 TG1586
 TG1586.The dynamic height is computed by dividing the NAVD 88
 TG1586.geopotential number by the normal gravity value computed on the
 TG1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1586.degrees latitude (g = 980.6199 gals.).
 TG1586
 TG1586.The modeled gravity was interpolated from observed gravity values.
 TG1586
 TG1586;                    North         East    Units  Estimated Accuracy
 TG1586;SPC ND N     -   151,210.      396,960.      MT  (+/- 180 meters Scaled)
 TG1586
 TG1586                          SUPERSEDED SURVEY CONTROL
 TG1586
 TG1586.No superseded survey control is available for this station.
 TG1586
 TG1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP305542(NAD 83)
 TG1586_MARKER: I = METAL ROD
 TG1586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1586_SP_SET: STAINLESS STEEL ROD
 TG1586_STAMPING: H 466 1982
 TG1586_MARK LOGO: NGS   
 TG1586_PROJECTION: FLUSH
 TG1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1586_ROD/PIPE-DEPTH: 9.8  meters
 TG1586
 TG1586  HISTORY     - Date     Condition        Report By
 TG1586  HISTORY     - 1982     MONUMENTED       NGS
 TG1586
 TG1586                          STATION DESCRIPTION
 TG1586
 TG1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1586'7.1 KM (4.4 MI) SW FROM RAY.
 TG1586'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1586'RAY, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG U. S. HIGHWAY 2, THENCE
 TG1586'1.6 KM (1.0 MI) SOUTHERLY ALONG OLD U. S. HIGHWAY 2, 12.8 METERS (42.0
 TG1586'FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 12.8 METERS (42.0 FT)
 TG1586'SOUTH OF THE CENTER OF A DIRT ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1586'THROUGH A 5-INCH LOGO CAP.
 TG1586'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 TG1586'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1553 ***********************************************************************
 TG1553  DESIGNATION -  H 467
 TG1553  PID         -  TG1553
 TG1553  STATE/COUNTY-  ND/WILLIAMS
 TG1553  USGS QUAD   -  WILLISTON WEST (1976)
 TG1553
 TG1553                         *CURRENT SURVEY CONTROL
 TG1553  ___________________________________________________________________
 TG1553* NAD 83(1986)-  48 08 26.     (N)    103 42 07.     (W)     SCALED    
 TG1553* NAVD 88     -       598.042  (meters)    1962.08   (feet)  ADJUSTED  
 TG1553  ___________________________________________________________________
 TG1553  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1553  DYNAMIC HT  -         598.114 (meters)    1962.31  (feet)  COMP
 TG1553  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 TG1553
 TG1553  VERT ORDER  -  FIRST     CLASS II
 TG1553
 TG1553.The horizontal coordinates were scaled from a topographic map and have
 TG1553.an estimated accuracy of +/- 6 seconds.
 TG1553
 TG1553.The orthometric height was determined by differential leveling
 TG1553.and adjusted by the National Geodetic Survey in June 1991..
 TG1553
 TG1553.The geoid height was determined by GEOID03.
 TG1553
 TG1553.The dynamic height is computed by dividing the NAVD 88
 TG1553.geopotential number by the normal gravity value computed on the
 TG1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1553.degrees latitude (g = 980.6199 gals.).
 TG1553
 TG1553.The modeled gravity was interpolated from observed gravity values.
 TG1553
 TG1553;                    North         East    Units  Estimated Accuracy
 TG1553;SPC ND N     -   131,760.      361,790.      MT  (+/- 180 meters Scaled)
 TG1553
 TG1553                          SUPERSEDED SURVEY CONTROL
 TG1553
 TG1553.No superseded survey control is available for this station.
 TG1553
 TG1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP965327(NAD 83)
 TG1553_MARKER: I = METAL ROD
 TG1553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TG1553+WITH SETTING: INFORMATION.
 TG1553_SP_SET: SHALLOW SET METAL ROD
 TG1553_STAMPING: H 467 1982
 TG1553_MARK LOGO: NGS   
 TG1553_PROJECTION: FLUSH
 TG1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1553_ROD/PIPE-DEPTH: 2.1  meters
 TG1553
 TG1553  HISTORY     - Date     Condition        Report By
 TG1553  HISTORY     - 1982     MONUMENTED       NGS
 TG1553
 TG1553                          STATION DESCRIPTION
 TG1553
 TG1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1553'1.6 KM (1.0 MI) EAST FROM WILLISTON.
 TG1553'1.6 KM (1.0 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1553'JUNCTION IN WILLISTON, 0.1 KM (0.05 MI) WEST OF MILE POST 16, 36.3
 TG1553'METERS (119.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 TG1553'THE HIGHWAY AND 2.5 METERS (8.2 FT) EAST OF A CONCRETE HIGHWAY
 TG1553'RIGHT-OF-WAY MARKER.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO
 TG1553'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1553'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 TG1553'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1432 ***********************************************************************
 SN1432  DESIGNATION -  H 468
 SN1432  PID         -  SN1432
 SN1432  STATE/COUNTY-  ND/MCLEAN
 SN1432  USGS QUAD   -  GARRISON NE (1981)
 SN1432
 SN1432                         *CURRENT SURVEY CONTROL
 SN1432  ___________________________________________________________________
 SN1432* NAD 83(1986)-  47 43 57.     (N)    101 17 38.     (W)     SCALED    
 SN1432* NAVD 88     -       613.412  (meters)    2012.50   (feet)  ADJUSTED  
 SN1432  ___________________________________________________________________
 SN1432  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN1432  DYNAMIC HT  -         613.468 (meters)    2012.69  (feet)  COMP
 SN1432  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 SN1432
 SN1432  VERT ORDER  -  FIRST     CLASS II
 SN1432
 SN1432.The horizontal coordinates were scaled from a topographic map and have
 SN1432.an estimated accuracy of +/- 6 seconds.
 SN1432
 SN1432.The orthometric height was determined by differential leveling
 SN1432.and adjusted by the National Geodetic Survey in June 1991..
 SN1432
 SN1432.The geoid height was determined by GEOID03.
 SN1432
 SN1432.The dynamic height is computed by dividing the NAVD 88
 SN1432.geopotential number by the normal gravity value computed on the
 SN1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1432.degrees latitude (g = 980.6199 gals.).
 SN1432
 SN1432.The modeled gravity was interpolated from observed gravity values.
 SN1432
 SN1432;                    North         East    Units  Estimated Accuracy
 SN1432;SPC ND N     -    81,750.      540,450.      MT  (+/- 180 meters Scaled)
 SN1432
 SN1432                          SUPERSEDED SURVEY CONTROL
 SN1432
 SN1432.No superseded survey control is available for this station.
 SN1432
 SN1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280891(NAD 83)
 SN1432_MARKER: I = METAL ROD
 SN1432_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SN1432_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SN1432_STAMPING: H 468 1982
 SN1432_MARK LOGO: NGS   
 SN1432_PROJECTION: FLUSH
 SN1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1432+STABILITY: POSITION/ELEVATION WELL
 SN1432_ROD/PIPE-DEPTH: 13.4 meters
 SN1432_SLEEVE-DEPTH  : 12.2 meters
 SN1432
 SN1432  HISTORY     - Date     Condition        Report By
 SN1432  HISTORY     - 1982     MONUMENTED       NGS
 SN1432
 SN1432                          STATION DESCRIPTION
 SN1432
 SN1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1432'35.2 KM (21.85 MI) NW FROM UNDERWOOD.
 SN1432'35.2 KM (21.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1432'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI) NORTH OF
 SN1432'A GRAVELED ROAD LEADING WEST, 30.8 METERS (101.0 FT) WEST OF THE
 SN1432'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 4.7 METERS (15.4
 SN1432'FT) NORTH OF TRIANGULATION STATION D 5 Z AND 1.2 METERS (3.9 FT) NORTH
 SN1432'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SN1432'LOGO CAP.
 SN1432'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1432'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1157 ***********************************************************************
 SL1157  DESIGNATION -  H 469
 SL1157  PID         -  SL1157
 SL1157  STATE/COUNTY-  ND/GRAND FORKS
 SL1157  USGS QUAD   -  LARIMORE EAST (1963)
 SL1157
 SL1157                         *CURRENT SURVEY CONTROL
 SL1157  ___________________________________________________________________
 SL1157* NAD 83(1986)-  47 54 33.     (N)    097 33 23.     (W)     SCALED    
 SL1157* NAVD 88     -       331.278  (meters)    1086.87   (feet)  ADJUSTED  
 SL1157  ___________________________________________________________________
 SL1157  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 SL1157  DYNAMIC HT  -         331.334 (meters)    1087.05  (feet)  COMP
 SL1157  MODELED GRAV-     980,770.6   (mgal)                       NAVD 88
 SL1157
 SL1157  VERT ORDER  -  FIRST     CLASS II
 SL1157
 SL1157.The horizontal coordinates were scaled from a topographic map and have
 SL1157.an estimated accuracy of +/- 6 seconds.
 SL1157
 SL1157.The orthometric height was determined by differential leveling
 SL1157.and adjusted by the National Geodetic Survey in June 1991..
 SL1157
 SL1157.The geoid height was determined by GEOID03.
 SL1157
 SL1157.The dynamic height is computed by dividing the NAVD 88
 SL1157.geopotential number by the normal gravity value computed on the
 SL1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1157.degrees latitude (g = 980.6199 gals.).
 SL1157
 SL1157.The modeled gravity was interpolated from observed gravity values.
 SL1157
 SL1157;                    North         East    Units  Estimated Accuracy
 SL1157;SPC ND N     -   105,290.      819,990.      MT  (+/- 180 meters Scaled)
 SL1157
 SL1157                          SUPERSEDED SURVEY CONTROL
 SL1157
 SL1157.No superseded survey control is available for this station.
 SL1157
 SL1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU078072(NAD 83)
 SL1157_MARKER: I = METAL ROD
 SL1157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1157_SP_SET: STAINLESS STEEL ROD
 SL1157_STAMPING: H 469 1981
 SL1157_MARK LOGO: NGS   
 SL1157_PROJECTION: RECESSED 6 CENTIMETERS
 SL1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1157_ROD/PIPE-DEPTH: 9.7  meters
 SL1157
 SL1157  HISTORY     - Date     Condition        Report By
 SL1157  HISTORY     - 1981     MONUMENTED       NGS
 SL1157
 SL1157                          STATION DESCRIPTION
 SL1157
 SL1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1157'5.2 KM (3.25 MI) EAST FROM LARIMORE.
 SL1157'5.2 KM (3.25 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 SL1157'RAILROAD STATION IN LARIMORE AT A PRIVATE DRIVEWAY LEADING NORTH TO
 SL1157'THE CRYSTAL SPRINGS STOCK FARM, 4.3 KM (2.7 MI) WEST ALONG THE
 SL1157'BURLINGTON NORTHERN RAILROAD FROM THE POST OFFICE IN ARVILLA,
 SL1157'24.9 METERS (83.0 FT) NORTH NORTHWEST OF THE CENTER OF COUNTY ROAD 4,
 SL1157'4.2 METERS (14.0 FT) WEST OF THE CENTER OF THE GRAVEL DRIVEWAY,
 SL1157'4.5 METERS (15.0 FT) NORTHEAST OF A POWERLINE POLE NUMBER 310,
 SL1157'0.6 METER (2.0 FT) NORTH OF THE WEST SOUTHWEST 1 OF 2 STONE PILLARS
 SL1157'SUPPORTING THE SIGN (CRYSTAL SPRINGS STOCK FARM).
 SL1157'THE MARK IS 1.9 METERS  NNW FROM A WITNESS POST.
 SL1157'THE MARK IS 0.46 M BELOW DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0392 ***********************************************************************
 RP0392  DESIGNATION -  H 47
 RP0392  PID         -  RP0392
 RP0392  STATE/COUNTY-  ND/CASS
 RP0392  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP0392
 RP0392                         *CURRENT SURVEY CONTROL
 RP0392  ___________________________________________________________________
 RP0392* NAD 83(1986)-  46 58 44.     (N)    096 52 50.     (W)     SCALED    
 RP0392* NAVD 88     -       271.152  (meters)     889.60   (feet)  ADJUSTED  
 RP0392  ___________________________________________________________________
 RP0392  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP0392  DYNAMIC HT  -         271.182 (meters)     889.70  (feet)  COMP
 RP0392  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 RP0392
 RP0392  VERT ORDER  -  SECOND    CLASS 0
 RP0392
 RP0392.The horizontal coordinates were scaled from a topographic map and have
 RP0392.an estimated accuracy of +/- 6 seconds.
 RP0392
 RP0392.The orthometric height was determined by differential leveling
 RP0392.and adjusted by the National Geodetic Survey in June 1991..
 RP0392
 RP0392.The geoid height was determined by GEOID03.
 RP0392
 RP0392.The dynamic height is computed by dividing the NAVD 88
 RP0392.geopotential number by the normal gravity value computed on the
 RP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0392.degrees latitude (g = 980.6199 gals.).
 RP0392
 RP0392.The modeled gravity was interpolated from observed gravity values.
 RP0392
 RP0392;                    North         East    Units  Estimated Accuracy
 RP0392;SPC ND S     -   152,210.      875,280.      MT  (+/- 180 meters Scaled)
 RP0392
 RP0392                          SUPERSEDED SURVEY CONTROL
 RP0392
 RP0392  NGVD 29 (??/??/92)  270.857  (m)          888.64   (f) ADJ UNCH    2 0
 RP0392
 RP0392.Superseded values are not recommended for survey control.
 RP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0392.See file dsdata.txt to determine how the superseded data were derived.
 RP0392
 RP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT611049(NAD 83)
 RP0392_MARKER: DB = BENCH MARK DISK
 RP0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0392_STAMPING: H-47 1934
 RP0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0392+STABILITY: SURFACE MOTION
 RP0392
 RP0392  HISTORY     - Date     Condition        Report By
 RP0392  HISTORY     - 1934     MONUMENTED       CGS
 RP0392  HISTORY     - 1954     GOOD             CGS
 RP0392  HISTORY     - 1954     GOOD             NGS
 RP0392
 RP0392                          STATION DESCRIPTION
 RP0392
 RP0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0392'IN HARWOOD.
 RP0392'ALONG GREAT NORTHERN RAILROAD EAST OF HARWOOD STATE BANK AT THIRD POLE
 RP0392'SOUTH OF DEPOT AND 11 POLES SOUTHEAST OF MILEPOST NO. 32.  SET IN POST
 RP0392'2 FEET BELOW RAIL LEVEL, 8 FEET SOUTHEAST OF POLE, AND 80 FEET
 RP0392'SOUTHWEST OF CENTER LINE OF TRACK.  A STANDARD DISK SET IN CONCRETE
 RP0392'POST, STAMPED H 47 1934.
 RP0392
 RP0392                          STATION RECOVERY (1954)
 RP0392
 RP0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RP0392'STATION MARK (AZ MK FOR HARWOOD NW BASE) IS ON THE RIGHT OF WAY
 RP0392'BETWEEN U.S. HIGHWAY 81 AND THE GREAT NORTHERN RAILWAY,
 RP0392'0.95 MILES SOUTH-SOUTHEAST OF HARWOOD NW BASE, 2.6 FEET SOUTH
 RP0392'OF THE THIRD TELEGRAPH POLE SOUTH OF THE RAILROAD DEPOT IN
 RP0392'HARWOOD, ACROSS THE STREET, EAST FROM THE HARWOOD STATE BANK, 70
 RP0392'FEET WEST OF THE WEST RAIL OF THE RAILROAD, AND 54 FEET EAST OF
 RP0392'THE CENTER OF THE STREET.  THE MARK IS A STANDARD U.S.C. AND
 RP0392'G.S. DISK SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 3
 RP0392'INCHES AND THE DISK IS STAMPED H 47 1934.
 RP0392
 RP0392                          STATION RECOVERY (1954)
 RP0392
 RP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RP0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1907 ***********************************************************************
 TF1907  DESIGNATION -  H 472
 TF1907  PID         -  TF1907
 TF1907  STATE/COUNTY-  ND/MCHENRY
 TF1907  USGS QUAD   -  NORWICH (1949)
 TF1907
 TF1907                         *CURRENT SURVEY CONTROL
 TF1907  ___________________________________________________________________
 TF1907* NAD 83(1986)-  48 14 24.     (N)    100 59 22.     (W)     SCALED    
 TF1907* NAVD 88     -       474.498  (meters)    1556.75   (feet)  ADJUSTED  
 TF1907  ___________________________________________________________________
 TF1907  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TF1907  DYNAMIC HT  -         474.587 (meters)    1557.04  (feet)  COMP
 TF1907  MODELED GRAV-     980,783.6   (mgal)                       NAVD 88
 TF1907
 TF1907  VERT ORDER  -  FIRST     CLASS II
 TF1907
 TF1907.The horizontal coordinates were scaled from a topographic map and have
 TF1907.an estimated accuracy of +/- 6 seconds.
 TF1907
 TF1907.The orthometric height was determined by differential leveling
 TF1907.and adjusted by the National Geodetic Survey in June 1991..
 TF1907
 TF1907.The geoid height was determined by GEOID03.
 TF1907
 TF1907.The dynamic height is computed by dividing the NAVD 88
 TF1907.geopotential number by the normal gravity value computed on the
 TF1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1907.degrees latitude (g = 980.6199 gals.).
 TF1907
 TF1907.The modeled gravity was interpolated from observed gravity values.
 TF1907
 TF1907;                    North         East    Units  Estimated Accuracy
 TF1907;SPC ND N     -   137,980.      563,650.      MT  (+/- 180 meters Scaled)
 TF1907
 TF1907                          SUPERSEDED SURVEY CONTROL
 TF1907
 TF1907.No superseded survey control is available for this station.
 TF1907
 TF1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU522448(NAD 83)
 TF1907_MARKER: I = METAL ROD
 TF1907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1907_SP_SET: STAINLESS STEEL ROD
 TF1907_STAMPING: H 472 1982
 TF1907_MARK LOGO: NGS   
 TF1907_PROJECTION: FLUSH
 TF1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1907_ROD/PIPE-DEPTH: 9.7  meters
 TF1907
 TF1907  HISTORY     - Date     Condition        Report By
 TF1907  HISTORY     - 1982     MONUMENTED       NGS
 TF1907
 TF1907                          STATION DESCRIPTION
 TF1907
 TF1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1907'11.2 KM (6.95 MI) EAST FROM SURREY.
 TF1907'11.2 KM (6.95 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TF1907'COUNTY ROAD 12 NORTH IN SURREY, SET AT A ROAD LEADING NORTH TO
 TF1907'NORWICH, 50.5 METERS (166.0 FT) WEST OF THE CENTERLINE OF THE ROAD
 TF1907'LEADING NORTH, 31.0 METERS (102.0 FT) NORTH OF THE CENTERLINE OF THE
 TF1907'HIGHWAY, 0.7 METER (2.5 FT) EAST OF POWERLINE POLE NUMBER 689.
 TF1907'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1907'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0442 ***********************************************************************
 RQ0442  DESIGNATION -  H 473
 RQ0442  PID         -  RQ0442
 RQ0442  STATE/COUNTY-  ND/STUTSMAN
 RQ0442  USGS QUAD   -  ELDRIDGE (1990)
 RQ0442
 RQ0442                         *CURRENT SURVEY CONTROL
 RQ0442  ___________________________________________________________________
 RQ0442* NAD 83(1986)-  46 53 35.     (N)    098 51 41.     (W)     SCALED    
 RQ0442* NAVD 88     -       470.890  (meters)    1544.91   (feet)  ADJUSTED  
 RQ0442  ___________________________________________________________________
 RQ0442  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 RQ0442  DYNAMIC HT  -         470.907 (meters)    1544.97  (feet)  COMP
 RQ0442  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 RQ0442
 RQ0442  VERT ORDER  -  FIRST     CLASS II
 RQ0442
 RQ0442.The horizontal coordinates were scaled from a topographic map and have
 RQ0442.an estimated accuracy of +/- 6 seconds.
 RQ0442
 RQ0442.The orthometric height was determined by differential leveling
 RQ0442.and adjusted by the National Geodetic Survey in June 1991..
 RQ0442
 RQ0442.The geoid height was determined by GEOID03.
 RQ0442
 RQ0442.The dynamic height is computed by dividing the NAVD 88
 RQ0442.geopotential number by the normal gravity value computed on the
 RQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0442.degrees latitude (g = 980.6199 gals.).
 RQ0442
 RQ0442.The modeled gravity was interpolated from observed gravity values.
 RQ0442
 RQ0442;                    North         East    Units  Estimated Accuracy
 RQ0442;SPC ND S     -   137,620.      724,860.      MT  (+/- 180 meters Scaled)
 RQ0442
 RQ0442                          SUPERSEDED SURVEY CONTROL
 RQ0442
 RQ0442.No superseded survey control is available for this station.
 RQ0442
 RQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS105932(NAD 83)
 RQ0442_MARKER: I = METAL ROD
 RQ0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0442_SP_SET: STAINLESS STEEL ROD
 RQ0442_STAMPING: H 473 1982
 RQ0442_MARK LOGO: NGS   
 RQ0442_PROJECTION: FLUSH
 RQ0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0442_ROD/PIPE-DEPTH: 4.5  meters
 RQ0442
 RQ0442  HISTORY     - Date     Condition        Report By
 RQ0442  HISTORY     - 1982     MONUMENTED       NGS
 RQ0442
 RQ0442                          STATION DESCRIPTION
 RQ0442
 RQ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0442'11.4 KM (7.0 MI) WEST FROM JAMESTOWN.
 RQ0442'11.35 KM (7.05 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RQ0442'INTERSECTION OF U.S. HIGHWAY 281 IN JAMESTOWN, AT A RIGHT OF WAY FENCE
 RQ0442'LINE INSET, 0.4 METER (1.5 FT) EAST OF A RIGHT OF WAY FENCE, 0.4 METER
 RQ0442'(1.5 FT) SOUTH OF A RIGHT OF WAY FENCE LINE, 0.6 METER (2.0 FT)
 RQ0442'SOUTHEAST OF A BRACED CORNER FENCE POST, 14.7 METERS (48.5 FT) NORTH
 RQ0442'OF BRACED CORNER FENCE POST, AND 47.5 METERS (156.0 FT) NORTH OF THE
 RQ0442'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE.  NOTE, ROD WAS
 RQ0442'DRIVEN TO REFUSAL.
 RQ0442'THE MARK IS 14.6 METERS  N FROM A WITNESS POST.
 RQ0442'THE MARK IS 1.0 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1845 ***********************************************************************
 TF1845  DESIGNATION -  H 474
 TF1845  PID         -  TF1845
 TF1845  STATE/COUNTY-  ND/PIERCE
 TF1845  USGS QUAD   -  LEVERICH (1954)
 TF1845
 TF1845                         *CURRENT SURVEY CONTROL
 TF1845  ___________________________________________________________________
 TF1845* NAD 83(1986)-  48 22 37.     (N)    100 00 52.     (W)     SCALED    
 TF1845* NAVD 88     -       466.409  (meters)    1530.21   (feet)  ADJUSTED  
 TF1845  ___________________________________________________________________
 TF1845  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TF1845  DYNAMIC HT  -         466.503 (meters)    1530.52  (feet)  COMP
 TF1845  MODELED GRAV-     980,797.8   (mgal)                       NAVD 88
 TF1845
 TF1845  VERT ORDER  -  FIRST     CLASS II
 TF1845
 TF1845.The horizontal coordinates were scaled from a topographic map and have
 TF1845.an estimated accuracy of +/- 6 seconds.
 TF1845
 TF1845.The orthometric height was determined by differential leveling
 TF1845.and adjusted by the National Geodetic Survey in June 1991..
 TF1845
 TF1845.The geoid height was determined by GEOID03.
 TF1845
 TF1845.The dynamic height is computed by dividing the NAVD 88
 TF1845.geopotential number by the normal gravity value computed on the
 TF1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1845.degrees latitude (g = 980.6199 gals.).
 TF1845
 TF1845.The modeled gravity was interpolated from observed gravity values.
 TF1845
 TF1845;                    North         East    Units  Estimated Accuracy
 TF1845;SPC ND N     -   153,210.      635,970.      MT  (+/- 180 meters Scaled)
 TF1845
 TF1845                          SUPERSEDED SURVEY CONTROL
 TF1845
 TF1845.No superseded survey control is available for this station.
 TF1845
 TF1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU248586(NAD 83)
 TF1845_MARKER: I = METAL ROD
 TF1845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1845_SP_SET: STAINLESS STEEL ROD
 TF1845_STAMPING: H 474 1982
 TF1845_MARK LOGO: NGS   
 TF1845_PROJECTION: FLUSH
 TF1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1845_ROD/PIPE-DEPTH: 7.3  meters
 TF1845
 TF1845  HISTORY     - Date     Condition        Report By
 TF1845  HISTORY     - 1982     MONUMENTED       NGS
 TF1845
 TF1845                          STATION DESCRIPTION
 TF1845
 TF1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1845'3.2 KM (2.0 MI) NORTH FROM RUGBY.
 TF1845'3.2 KM (2.0 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 TF1845'HIGHWAY 2 AND STATE HIGHWAY 3 AT RUGBY, AT A POWER POLE WITH TWO GUY
 TF1845'WIRES ATTACHED, 32.9 METERS (108.0 FT) SOUTHEAST OF THE EXTENDED LINE
 TF1845'OF A GRAVEL ROAD, 23.7 METERS (78.0 FT) SOUTHEAST OF THE SOUTH END OF
 TF1845'A SMALL CONCRETE CULVERT, 18.5 METERS (61.0 FT) SOUTHWEST OF THE
 TF1845'CENTERLINE OF THE HIGHWAY, 5.4 METERS (18.0 FT) SOUTHEAST OF A GUY
 TF1845'WIRE NORTHWEST OF A POWER POLE, AND 0.9 METER (3.0 FT) NORTHWEST OF A
 TF1845'POWER POLE.
 TF1845'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TF1845'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1871 ***********************************************************************
 TF1871  DESIGNATION -  H 475
 TF1871  PID         -  TF1871
 TF1871  STATE/COUNTY-  ND/ROLETTE
 TF1871  USGS QUAD   -  DUNSEITH (1955)
 TF1871
 TF1871                         *CURRENT SURVEY CONTROL
 TF1871  ___________________________________________________________________
 TF1871* NAD 83(1986)-  48 45 43.     (N)    100 03 04.     (W)     SCALED    
 TF1871* NAVD 88     -       495.260  (meters)    1624.87   (feet)  ADJUSTED  
 TF1871  ___________________________________________________________________
 TF1871  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF1871  DYNAMIC HT  -         495.384 (meters)    1625.27  (feet)  COMP
 TF1871  MODELED GRAV-     980,845.7   (mgal)                       NAVD 88
 TF1871
 TF1871  VERT ORDER  -  FIRST     CLASS II
 TF1871
 TF1871.The horizontal coordinates were scaled from a topographic map and have
 TF1871.an estimated accuracy of +/- 6 seconds.
 TF1871
 TF1871.The orthometric height was determined by differential leveling
 TF1871.and adjusted by the National Geodetic Survey in June 1991..
 TF1871
 TF1871.The geoid height was determined by GEOID03.
 TF1871
 TF1871.The dynamic height is computed by dividing the NAVD 88
 TF1871.geopotential number by the normal gravity value computed on the
 TF1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1871.degrees latitude (g = 980.6199 gals.).
 TF1871
 TF1871.The modeled gravity was interpolated from observed gravity values.
 TF1871
 TF1871;                    North         East    Units  Estimated Accuracy
 TF1871;SPC ND N     -   196,000.      633,000.      MT  (+/- 180 meters Scaled)
 TF1871
 TF1871                          SUPERSEDED SURVEY CONTROL
 TF1871
 TF1871.No superseded survey control is available for this station.
 TF1871
 TF1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV227015(NAD 83)
 TF1871_MARKER: I = METAL ROD
 TF1871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1871_SP_SET: STAINLESS STEEL ROD
 TF1871_STAMPING: H 475 1982
 TF1871_MARK LOGO: NGS   
 TF1871_PROJECTION: FLUSH
 TF1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1871_ROD/PIPE-DEPTH: 9.7  meters
 TF1871
 TF1871  HISTORY     - Date     Condition        Report By
 TF1871  HISTORY     - 1982     MONUMENTED       NGS
 TF1871
 TF1871                          STATION DESCRIPTION
 TF1871
 TF1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1871'4.8 KM (3.0 MI) SOUTH FROM DUNSEITH.
 TF1871'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 TF1871'HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD, 28.6 METERS
 TF1871'(94.0 FT) WEST-SOUTHWEST OF A HIGH VOLTAGE JUNCTION BOX, 21.8 METERS
 TF1871'(71.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FT)
 TF1871'SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.1 METERS (3.5 FT) SOUTH OF A
 TF1871'BRACED CORNER FENCE POST, AND 0.3 METER (1.0 FT) WEST OF A FENCE LINE.
 TF1871'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1871'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1947 ***********************************************************************
 TF1947  DESIGNATION -  H 476
 TF1947  PID         -  TF1947
 TF1947  STATE/COUNTY-  ND/PIERCE
 TF1947  USGS QUAD   -  BERWICK (1954)
 TF1947
 TF1947                         *CURRENT SURVEY CONTROL
 TF1947  ___________________________________________________________________
 TF1947* NAD 83(1986)-  48 21 21.     (N)    100 13 15.     (W)     SCALED    
 TF1947* NAVD 88     -       466.507  (meters)    1530.53   (feet)  ADJUSTED  
 TF1947  ___________________________________________________________________
 TF1947  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TF1947  DYNAMIC HT  -         466.602 (meters)    1530.84  (feet)  COMP
 TF1947  MODELED GRAV-     980,799.9   (mgal)                       NAVD 88
 TF1947
 TF1947  VERT ORDER  -  FIRST     CLASS II
 TF1947
 TF1947.The horizontal coordinates were scaled from a topographic map and have
 TF1947.an estimated accuracy of +/- 6 seconds.
 TF1947
 TF1947.The orthometric height was determined by differential leveling
 TF1947.and adjusted by the National Geodetic Survey in June 1991..
 TF1947
 TF1947.The geoid height was determined by GEOID03.
 TF1947
 TF1947.The dynamic height is computed by dividing the NAVD 88
 TF1947.geopotential number by the normal gravity value computed on the
 TF1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1947.degrees latitude (g = 980.6199 gals.).
 TF1947
 TF1947.The modeled gravity was interpolated from observed gravity values.
 TF1947
 TF1947;                    North         East    Units  Estimated Accuracy
 TF1947;SPC ND N     -   150,780.      620,690.      MT  (+/- 180 meters Scaled)
 TF1947
 TF1947                          SUPERSEDED SURVEY CONTROL
 TF1947
 TF1947.No superseded survey control is available for this station.
 TF1947
 TF1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU095565(NAD 83)
 TF1947_MARKER: I = METAL ROD
 TF1947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1947_SP_SET: STAINLESS STEEL ROD
 TF1947_STAMPING: H 476 1982
 TF1947_MARK LOGO: NGS   
 TF1947_PROJECTION: FLUSH
 TF1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1947_ROD/PIPE-DEPTH: 9.7  meters
 TF1947
 TF1947  HISTORY     - Date     Condition        Report By
 TF1947  HISTORY     - 1982     MONUMENTED       NGS
 TF1947
 TF1947                          STATION DESCRIPTION
 TF1947
 TF1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1947'16.5 KM (10.25 MI) WEST FROM RUGBY.
 TF1947'16.5 KM (10.25 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TF1947'STATE HIGHWAY 3 IN RUGBY, ALSO 14.4 KM (8.95 MI) EAST ALONG U.S.
 TF1947'HIGHWAY 2 FROM THE JUNCTION OF STATE ROUTE 14 NORTH IN TOWNER, AT A
 TF1947'POWER POLE NEAR A PRIVATE DRIVE, 0.6 METER (2.0 FT) WEST OF POWERLINE
 TF1947'POLE NUMBER 180, 30.1 METERS (99.0 FT) NORTH OF THE CENTERLINE OF THE
 TF1947'HIGHWAY, AND 34.8 METERS (114.5 FT) WEST OF THE CENTER OF A DRIVE
 TF1947'ROAD.
 TF1947'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1947'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0857 ***********************************************************************
 TD0857  DESIGNATION -  H 477
 TD0857  PID         -  TD0857
 TD0857  STATE/COUNTY-  ND/GRAND FORKS
 TD0857  USGS QUAD   -  FORDVILLE SE (1963)
 TD0857
 TD0857                         *CURRENT SURVEY CONTROL
 TD0857  ___________________________________________________________________
 TD0857* NAD 83(1986)-  48 00 21.     (N)    097 51 41.     (W)     SCALED    
 TD0857* NAVD 88     -       435.878  (meters)    1430.04   (feet)  ADJUSTED  
 TD0857  ___________________________________________________________________
 TD0857  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 TD0857  DYNAMIC HT  -         435.950 (meters)    1430.28  (feet)  COMP
 TD0857  MODELED GRAV-     980,762.7   (mgal)                       NAVD 88
 TD0857
 TD0857  VERT ORDER  -  FIRST     CLASS II
 TD0857
 TD0857.The horizontal coordinates were scaled from a topographic map and have
 TD0857.an estimated accuracy of +/- 6 seconds.
 TD0857
 TD0857.The orthometric height was determined by differential leveling
 TD0857.and adjusted by the National Geodetic Survey in June 1991..
 TD0857
 TD0857.The geoid height was determined by GEOID03.
 TD0857
 TD0857.The dynamic height is computed by dividing the NAVD 88
 TD0857.geopotential number by the normal gravity value computed on the
 TD0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0857.degrees latitude (g = 980.6199 gals.).
 TD0857
 TD0857.The modeled gravity was interpolated from observed gravity values.
 TD0857
 TD0857;                    North         East    Units  Estimated Accuracy
 TD0857;SPC ND N     -   115,200.      796,830.      MT  (+/- 180 meters Scaled)
 TD0857
 TD0857                          SUPERSEDED SURVEY CONTROL
 TD0857
 TD0857.No superseded survey control is available for this station.
 TD0857
 TD0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU849175(NAD 83)
 TD0857_MARKER: I = METAL ROD
 TD0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TD0857_SP_SET: STAINLESS STEEL ROD
 TD0857_STAMPING: H 477 1982
 TD0857_MARK LOGO: NGS   
 TD0857_PROJECTION: FLUSH
 TD0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0857_ROD/PIPE-DEPTH: 6.09 meters
 TD0857
 TD0857  HISTORY     - Date     Condition        Report By
 TD0857  HISTORY     - 1982     MONUMENTED       NGS
 TD0857
 TD0857                          STATION DESCRIPTION
 TD0857
 TD0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0857'10.8 KM (6.75 MI) EAST FROM PETERSBURG.
 TD0857'10.8 KM (6.75 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TD0857'COUNTY ROAD 5 IN PETERSBURG, TO THE MARK ON THE NORTH SIDE OF THE
 TD0857'WESTBOUND LANES OF U.S. HIGHWAY 2, NEAR A NEW POWERLINE POLE WITH FIVE
 TD0857'GUY LINES, 3 TO THE NORTH AND 2 TO THE EAST, 49.3 METERS (161.4 FT)
 TD0857'EAST OF 5 POWER POLES WITH 3 BIG TRANSFORMERS AND HALF A DOZEN SMALL
 TD0857'TRANSFORMERS, 54.4 METERS (180.0 FT) NORTH OF THE CENTERLINE OF THE
 TD0857'WESTBOUND LANE OF U.S. HIGHWAY 2, 49.3 METERS (163.0 FT) EAST OF
 TD0857'CENTER POLE OF 5 POWERLINE POLES WITH 3 BIG TRANSFORMERS AND HALF A
 TD0857'DOZEN SMALL TRANSFORMERS, 20.5 METERS (67.2 FT) WEST OF THE CENTER OF
 TD0857'THE COUNTY ROAD, 0.93 METERS (3.05 FT) EAST OF POWERLINE POLE WITH 5
 TD0857'GUY WIRES, AND 0.15 METERS (0.6 FT) SOUTH OF WITNESS POST.
 TD0857'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1568 ***********************************************************************
 TE1568  DESIGNATION -  H 478
 TE1568  PID         -  TE1568
 TE1568  STATE/COUNTY-  ND/RAMSEY
 TE1568  USGS QUAD   -  CRARY (1994)
 TE1568
 TE1568                         *CURRENT SURVEY CONTROL
 TE1568  ___________________________________________________________________
 TE1568* NAD 83(1986)-  48 03 01.     (N)    098 44 45.     (W)     SCALED    
 TE1568* NAVD 88     -       445.334  (meters)    1461.07   (feet)  ADJUSTED  
 TE1568  ___________________________________________________________________
 TE1568  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 TE1568  DYNAMIC HT  -         445.408 (meters)    1461.31  (feet)  COMP
 TE1568  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 TE1568
 TE1568  VERT ORDER  -  FIRST     CLASS II
 TE1568
 TE1568.The horizontal coordinates were scaled from a topographic map and have
 TE1568.an estimated accuracy of +/- 6 seconds.
 TE1568
 TE1568.The orthometric height was determined by differential leveling
 TE1568.and adjusted by the National Geodetic Survey in June 1991..
 TE1568
 TE1568.The geoid height was determined by GEOID03.
 TE1568
 TE1568.The dynamic height is computed by dividing the NAVD 88
 TE1568.geopotential number by the normal gravity value computed on the
 TE1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1568.degrees latitude (g = 980.6199 gals.).
 TE1568
 TE1568.The modeled gravity was interpolated from observed gravity values.
 TE1568
 TE1568;                    North         East    Units  Estimated Accuracy
 TE1568;SPC ND N     -   118,260.      730,760.      MT  (+/- 180 meters Scaled)
 TE1568
 TE1568                          SUPERSEDED SURVEY CONTROL
 TE1568
 TE1568.No superseded survey control is available for this station.
 TE1568
 TE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU189219(NAD 83)
 TE1568_MARKER: I = METAL ROD
 TE1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1568_SP_SET: STAINLESS STEEL ROD
 TE1568_STAMPING: H 478 1982
 TE1568_MARK LOGO: NGS   
 TE1568_PROJECTION: FLUSH
 TE1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1568_ROD/PIPE-DEPTH: 6.0  meters
 TE1568
 TE1568  HISTORY     - Date     Condition        Report By
 TE1568  HISTORY     - 1982     MONUMENTED       NGS
 TE1568
 TE1568                          STATION DESCRIPTION
 TE1568
 TE1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1568'11.5 KM (7.15 MI) EAST FROM DEVILS LAKE.
 TE1568'11.5 KM (7.15 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE1568'HIGHWAY 20 IN DEVILS LAKE, AT A COUNTRY ROAD CROSSING, 52.4 METERS
 TE1568'(172.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 TE1568'HIGHWAY, 13.1 METERS (43.0 FT) EAST OF THE CENTER OF THE ROAD,
 TE1568'18.0 METERS (59.5 FT) WEST OF THE RIGHT OF WAY MARKER, 2.4 METERS
 TE1568'(8.0 FT) NORTHWEST OF A POWERLINE POLE WITH 1 GUY WIRE, AND 1.2 METERS
 TE1568'(4.0 FT) SOUTHEAST OF A BURIED TELEPHONE WIRE BOX.
 TE1568'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1595 ***********************************************************************
 TE1595  DESIGNATION -  H 479
 TE1595  PID         -  TE1595
 TE1595  STATE/COUNTY-  ND/RAMSEY
 TE1595  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1595
 TE1595                         *CURRENT SURVEY CONTROL
 TE1595  ___________________________________________________________________
 TE1595* NAD 83(1986)-  48 16 34.     (N)    099 11 57.     (W)     SCALED    
 TE1595* NAVD 88     -       443.332  (meters)    1454.50   (feet)  ADJUSTED  
 TE1595  ___________________________________________________________________
 TE1595  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 TE1595  DYNAMIC HT  -         443.412 (meters)    1454.76  (feet)  COMP
 TE1595  MODELED GRAV-     980,779.8   (mgal)                       NAVD 88
 TE1595
 TE1595  VERT ORDER  -  FIRST     CLASS II
 TE1595
 TE1595.The horizontal coordinates were scaled from a topographic map and have
 TE1595.an estimated accuracy of +/- 6 seconds.
 TE1595
 TE1595.The orthometric height was determined by differential leveling
 TE1595.and adjusted by the National Geodetic Survey in June 1991..
 TE1595
 TE1595.The geoid height was determined by GEOID03.
 TE1595
 TE1595.The dynamic height is computed by dividing the NAVD 88
 TE1595.geopotential number by the normal gravity value computed on the
 TE1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1595.degrees latitude (g = 980.6199 gals.).
 TE1595
 TE1595.The modeled gravity was interpolated from observed gravity values.
 TE1595
 TE1595;                    North         East    Units  Estimated Accuracy
 TE1595;SPC ND N     -   142,700.      696,550.      MT  (+/- 180 meters Scaled)
 TE1595
 TE1595                          SUPERSEDED SURVEY CONTROL
 TE1595
 TE1595  NGVD 29 (04/23/90)  442.964  (m)         1453.29   (f) ADJUSTED    1 2
 TE1595
 TE1595.Superseded values are not recommended for survey control.
 TE1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1595.See file dsdata.txt to determine how the superseded data were derived.
 TE1595
 TE1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU852470(NAD 83)
 TE1595_MARKER: I = METAL ROD
 TE1595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1595_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1595_STAMPING: H 479 1982
 TE1595_MARK LOGO: NGS   
 TE1595_PROJECTION: RECESSED 4 CENTIMETERS
 TE1595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1595+STABILITY: POSITION/ELEVATION WELL
 TE1595_ROD/PIPE-DEPTH: 19.5 meters
 TE1595_SLEEVE-DEPTH  : 9.5 meters
 TE1595
 TE1595  HISTORY     - Date     Condition        Report By
 TE1595  HISTORY     - 1982     MONUMENTED       NGS
 TE1595  HISTORY     - 1982     GOOD             NGS
 TE1595
 TE1595                          STATION DESCRIPTION
 TE1595
 TE1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1595'0.9 KM (0.55 MI) NORTH FROM CHURCHS FERRY.
 TE1595'0.7 KM (0.45 MI) NORTH ALONG A GRAVEL ROAD TO THE JUNCTION OF OLD U.S.
 TE1595'HIGHWAY 2, THENCE 0.2 KM (0.1 MI) WEST ALONG OLD HIGHWAY 2, AT THE
 TE1595'SOUTHEAST CORNER OF THE CHAIN LINK FENCE AROUND THE BAKER ELECTRIC SUB
 TE1595'STATION, 18.5 METERS (61.0 FT) NORTH OF THE CENTER OF THE HIGHWAY,
 TE1595'30.7 METERS (101.0 FT) EAST OF THE EAST RAIL OF THE BURLINGTON
 TE1595'NORTHERN RAILROAD TRACKS, 16.4 METERS (54.0 FT) EAST OF THE SOUTHWEST
 TE1595'CORNER OF THE CHAIN LINK FENCE AROUND THE SUB STATION, 9.7 METERS
 TE1595'(32.0 FT) EAST NORTHEAST OF A LARGE TRANSFORMER POWER POLE, 6.0 METERS
 TE1595'(20.0 FT) WEST OF THE CENTER OF THE GRAVEL DRIVEWAY LEADING TO THE
 TE1595'SUBSTATION, 1.0 METER (3.5 FT) SOUTH SOUTHWEST OF THE SOUTHEAST
 TE1595'CORNER OF THE FENCE, AND 1.0 METER (3.5 FT) SOUTH OF THE SOUTH
 TE1595'SIDE OF THE FENCE.
 TE1595'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 TE1595'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TE1595
 TE1595                          STATION RECOVERY (1982)
 TE1595
 TE1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0491 ***********************************************************************
 SL0491  DESIGNATION -  H 48 RESET
 SL0491  PID         -  SL0491
 SL0491  STATE/COUNTY-  ND/TRAILL
 SL0491  USGS QUAD   -  HILLSBORO (1984)
 SL0491
 SL0491                         *CURRENT SURVEY CONTROL
 SL0491  ___________________________________________________________________
 SL0491* NAD 83(1986)-  47 29 51.     (N)    097 04 41.     (W)     SCALED    
 SL0491* NAVD 88     -       282.908  (meters)     928.17   (feet)  ADJUSTED  
 SL0491  ___________________________________________________________________
 SL0491  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 SL0491  DYNAMIC HT  -         282.947 (meters)     928.30  (feet)  COMP
 SL0491  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 SL0491
 SL0491  VERT ORDER  -  SECOND    CLASS 0
 SL0491
 SL0491.The horizontal coordinates were scaled from a topographic map and have
 SL0491.an estimated accuracy of +/- 6 seconds.
 SL0491
 SL0491.The orthometric height was determined by differential leveling
 SL0491.and adjusted by the National Geodetic Survey in June 1991..
 SL0491
 SL0491.The geoid height was determined by GEOID03.
 SL0491
 SL0491.The dynamic height is computed by dividing the NAVD 88
 SL0491.geopotential number by the normal gravity value computed on the
 SL0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0491.degrees latitude (g = 980.6199 gals.).
 SL0491
 SL0491.The modeled gravity was interpolated from observed gravity values.
 SL0491
 SL0491;                    North         East    Units  Estimated Accuracy
 SL0491;SPC ND N     -    61,040.      857,750.      MT  (+/- 180 meters Scaled)
 SL0491
 SL0491                          SUPERSEDED SURVEY CONTROL
 SL0491
 SL0491  NGVD 29 (??/??/92)  282.554  (m)          927.01   (f) ADJ UNCH    2 0
 SL0491
 SL0491.Superseded values are not recommended for survey control.
 SL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0491.See file dsdata.txt to determine how the superseded data were derived.
 SL0491
 SL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT447622(NAD 83)
 SL0491_MARKER: DB = BENCH MARK DISK
 SL0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0491_STAMPING: H 48 1934 RESET 1964
 SL0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0491+STABILITY: SURFACE MOTION
 SL0491
 SL0491  HISTORY     - Date     Condition        Report By
 SL0491  HISTORY     - 1964     MONUMENTED       CGS
 SL0491
 SL0491                          STATION DESCRIPTION
 SL0491
 SL0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0491'1.2 MI S FROM CUMMINGS.
 SL0491'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0491'CUMMINGS, IN S 6, T 146 N, R 50 W, AT THE CROSSING OF STATE HIGHWAY 7,
 SL0491'97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 59 FEET WEST OF THE
 SL0491'WEST RAIL, 81 FEET SOUTHWEST OF A CROSSING SIGNAL, 33 FEET SOUTH OF A
 SL0491'TELEGRAPH POLE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 SL0491'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SL0491'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0990 ***********************************************************************
 SM0990  DESIGNATION -  H 480
 SM0990  PID         -  SM0990
 SM0990  STATE/COUNTY-  ND/BENSON
 SM0990  USGS QUAD   -  CROW HILL (1975)
 SM0990
 SM0990                         *CURRENT SURVEY CONTROL
 SM0990  ___________________________________________________________________
 SM0990* NAD 83(1986)-  47 58 01.     (N)    099 07 30.     (W)     SCALED    
 SM0990* NAVD 88     -       445.108  (meters)    1460.33   (feet)  ADJUSTED  
 SM0990  ___________________________________________________________________
 SM0990  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SM0990  DYNAMIC HT  -         445.176 (meters)    1460.55  (feet)  COMP
 SM0990  MODELED GRAV-     980,749.7   (mgal)                       NAVD 88
 SM0990
 SM0990  VERT ORDER  -  FIRST     CLASS II
 SM0990
 SM0990.The horizontal coordinates were scaled from a topographic map and have
 SM0990.an estimated accuracy of +/- 6 seconds.
 SM0990
 SM0990.The orthometric height was determined by differential leveling
 SM0990.and adjusted by the National Geodetic Survey in June 1991..
 SM0990
 SM0990.The geoid height was determined by GEOID03.
 SM0990
 SM0990.The dynamic height is computed by dividing the NAVD 88
 SM0990.geopotential number by the normal gravity value computed on the
 SM0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0990.degrees latitude (g = 980.6199 gals.).
 SM0990
 SM0990.The modeled gravity was interpolated from observed gravity values.
 SM0990
 SM0990;                    North         East    Units  Estimated Accuracy
 SM0990;SPC ND N     -   108,420.      702,660.      MT  (+/- 180 meters Scaled)
 SM0990
 SM0990                          SUPERSEDED SURVEY CONTROL
 SM0990
 SM0990  NGVD 29 (04/23/90)  444.728  (m)         1459.08   (f) ADJUSTED    1 2
 SM0990
 SM0990.Superseded values are not recommended for survey control.
 SM0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0990.See file dsdata.txt to determine how the superseded data were derived.
 SM0990
 SM0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU906126(NAD 83)
 SM0990_MARKER: I = METAL ROD
 SM0990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0990_SP_SET: STAINLESS STEEL ROD
 SM0990_STAMPING: H 480 1982
 SM0990_MARK LOGO: NGS   
 SM0990_PROJECTION: FLUSH
 SM0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0990_ROD/PIPE-DEPTH: 8.5  meters
 SM0990
 SM0990  HISTORY     - Date     Condition        Report By
 SM0990  HISTORY     - 1982     MONUMENTED       NGS
 SM0990
 SM0990                          STATION DESCRIPTION
 SM0990
 SM0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0990'15.8 KM (9.85 MI) NORTH FROM SHEYENNE.
 SM0990'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0990'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 15.8 KM (9.8 MI)
 SM0990'NORTH ON U.S. HIGHWAY 281 TO A FIELD ROAD (EAST) AND THE MARK,
 SM0990'34.1 METERS (112.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SM0990'3.3 METERS (11.0 FT) SOUTH OF THE CENTER OF THE FIELD ROAD, 0.6 METER
 SM0990'(2.0 FT) SOUTH OF AN EAST-WEST FENCE LINE, AND 0.6 METER (2.0 FT) EAST
 SM0990'OF A NORTH-SOUTH FENCE LINE.
 SM0990'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 SM0990'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1012 ***********************************************************************
 SM1012  DESIGNATION -  H 481
 SM1012  PID         -  SM1012
 SM1012  STATE/COUNTY-  ND/EDDY
 SM1012  USGS QUAD   -  NEW ROCKFORD NE (1986)
 SM1012
 SM1012                         *CURRENT SURVEY CONTROL
 SM1012  ___________________________________________________________________
 SM1012* NAD 83(1986)-  47 39 29.     (N)    099 06 59.     (W)     SCALED    
 SM1012* NAVD 88     -       468.316  (meters)    1536.47   (feet)  ADJUSTED  
 SM1012  ___________________________________________________________________
 SM1012  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SM1012  DYNAMIC HT  -         468.364 (meters)    1536.62  (feet)  COMP
 SM1012  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 SM1012
 SM1012  VERT ORDER  -  FIRST     CLASS II
 SM1012
 SM1012.The horizontal coordinates were scaled from a topographic map and have
 SM1012.an estimated accuracy of +/- 6 seconds.
 SM1012
 SM1012.The orthometric height was determined by differential leveling
 SM1012.and adjusted by the National Geodetic Survey in June 1991..
 SM1012
 SM1012.The geoid height was determined by GEOID03.
 SM1012
 SM1012.The dynamic height is computed by dividing the NAVD 88
 SM1012.geopotential number by the normal gravity value computed on the
 SM1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1012.degrees latitude (g = 980.6199 gals.).
 SM1012
 SM1012.The modeled gravity was interpolated from observed gravity values.
 SM1012
 SM1012;                    North         East    Units  Estimated Accuracy
 SM1012;SPC ND N     -    74,100.      703,920.      MT  (+/- 180 meters Scaled)
 SM1012
 SM1012                          SUPERSEDED SURVEY CONTROL
 SM1012
 SM1012  NGVD 29 (04/23/90)  467.930  (m)         1535.20   (f) ADJUSTED    1 2
 SM1012
 SM1012.Superseded values are not recommended for survey control.
 SM1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1012.See file dsdata.txt to determine how the superseded data were derived.
 SM1012
 SM1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT912783(NAD 83)
 SM1012_MARKER: I = METAL ROD
 SM1012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1012_SP_SET: STAINLESS STEEL ROD
 SM1012_STAMPING: H 481 1982
 SM1012_MARK LOGO: NGS   
 SM1012_PROJECTION: FLUSH
 SM1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1012_ROD/PIPE-DEPTH: 5.7  meters
 SM1012
 SM1012  HISTORY     - Date     Condition        Report By
 SM1012  HISTORY     - 1982     MONUMENTED       NGS
 SM1012
 SM1012                          STATION DESCRIPTION
 SM1012
 SM1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1012'3.9 KM (2.4 MI) SOUTH FROM NEW ROCKFORD.
 SM1012'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1012'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 3.0 KM (1.85 MI)
 SM1012'SOUTH ALONG U.S. HIGHWAY 281 TO JOHNS COUNTRY HOUSE AND THE MARK, ON
 SM1012'THE EAST SIDE OF THE HIGHWAY, 78.64 METERS (258.0 FT) EAST OF THE
 SM1012'CENTERLINE OF THE HIGHWAY, 32.61 METERS (107.0 FT) NORTH-NORTHWEST OF
 SM1012'THE NORTHWEST CORNER OF JOHNS COUNTRY HOUSE, 24.41 METERS (80.1 FT)
 SM1012'WEST-SOUTHWEST OF A TWO-CAR GARAGE, AND 0.61 METERS (2.0 FT) SOUTH OF
 SM1012'A POWERLINE POLE WITH LIGHT ATTACHED.
 SM1012'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1037 ***********************************************************************
 SM1037  DESIGNATION -  H 482
 SM1037  PID         -  SM1037
 SM1037  STATE/COUNTY-  ND/STUTSMAN
 SM1037  USGS QUAD   -  MELVILLE (1986)
 SM1037
 SM1037                         *CURRENT SURVEY CONTROL
 SM1037  ___________________________________________________________________
 SM1037* NAD 83(1986)-  47 17 35.     (N)    099 00 20.     (W)     SCALED    
 SM1037* NAVD 88     -       490.490  (meters)    1609.22   (feet)  ADJUSTED  
 SM1037  ___________________________________________________________________
 SM1037  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1037  DYNAMIC HT  -         490.530 (meters)    1609.35  (feet)  COMP
 SM1037  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 SM1037
 SM1037  VERT ORDER  -  FIRST     CLASS II
 SM1037
 SM1037.The horizontal coordinates were scaled from a topographic map and have
 SM1037.an estimated accuracy of +/- 6 seconds.
 SM1037
 SM1037.The orthometric height was determined by differential leveling
 SM1037.and adjusted by the National Geodetic Survey in June 1991..
 SM1037
 SM1037.The geoid height was determined by GEOID03.
 SM1037
 SM1037.The dynamic height is computed by dividing the NAVD 88
 SM1037.geopotential number by the normal gravity value computed on the
 SM1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1037.degrees latitude (g = 980.6199 gals.).
 SM1037
 SM1037.The modeled gravity was interpolated from observed gravity values.
 SM1037
 SM1037;                    North         East    Units  Estimated Accuracy
 SM1037;SPC ND S     -   181,860.      713,030.      MT  (+/- 180 meters Scaled)
 SM1037
 SM1037                          SUPERSEDED SURVEY CONTROL
 SM1037
 SM1037  NGVD 29 (04/23/90)  490.104  (m)         1607.95   (f) ADJUSTED    1 2
 SM1037
 SM1037.Superseded values are not recommended for survey control.
 SM1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1037.See file dsdata.txt to determine how the superseded data were derived.
 SM1037
 SM1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT995377(NAD 83)
 SM1037_MARKER: I = METAL ROD
 SM1037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1037_SP_SET: STAINLESS STEEL ROD
 SM1037_STAMPING: H 482 1982
 SM1037_MARK LOGO: NGS   
 SM1037_PROJECTION: FLUSH
 SM1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1037_ROD/PIPE-DEPTH: 7.3  meters
 SM1037
 SM1037  HISTORY     - Date     Condition        Report By
 SM1037  HISTORY     - 1982     MONUMENTED       NGS
 SM1037
 SM1037                          STATION DESCRIPTION
 SM1037
 SM1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1037'16.0 KM (9.95 MI) NW FROM PINGREE.
 SM1037'16.0 KM (9.95 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 SM1037'OF STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, AT A SMALL METAL
 SM1037'BELL TELEPHONE SHED, 53.04 METERS (174.0 FT) SOUTHWEST OF THE
 SM1037'CENTERLINE OF THE HIGHWAY, 18.59 METERS (61.0 FT) SOUTHWEST OF THE
 SM1037'SOUTHWEST RAIL OF THE RAILROAD TRACKS, AND 0.76 METERS (2.5 FT)
 SM1037'NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL SHED.  NOTE, ROD WAS
 SM1037'DRIVEN TO REFUSAL.
 SM1037'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 SM1037'THE MARK IS ABOVE LEVEL WITH SHED FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0432 ***********************************************************************
 RQ0432  DESIGNATION -  H 483
 RQ0432  PID         -  RQ0432
 RQ0432  STATE/COUNTY-  ND/STUTSMAN
 RQ0432  USGS QUAD   -  JAMESTOWN (1990)
 RQ0432
 RQ0432                         *CURRENT SURVEY CONTROL
 RQ0432  ___________________________________________________________________
 RQ0432* NAD 83(1986)-  46 54 47.     (N)    098 43 06.     (W)     SCALED    
 RQ0432* NAVD 88     -       426.144  (meters)    1398.11   (feet)  ADJUSTED  
 RQ0432  ___________________________________________________________________
 RQ0432  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 RQ0432  DYNAMIC HT  -         426.163 (meters)    1398.17  (feet)  COMP
 RQ0432  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 RQ0432
 RQ0432  VERT ORDER  -  FIRST     CLASS II
 RQ0432
 RQ0432.The horizontal coordinates were scaled from a topographic map and have
 RQ0432.an estimated accuracy of +/- 6 seconds.
 RQ0432
 RQ0432.The orthometric height was determined by differential leveling
 RQ0432.and adjusted by the National Geodetic Survey in June 1991..
 RQ0432
 RQ0432.The geoid height was determined by GEOID03.
 RQ0432
 RQ0432.The dynamic height is computed by dividing the NAVD 88
 RQ0432.geopotential number by the normal gravity value computed on the
 RQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0432.degrees latitude (g = 980.6199 gals.).
 RQ0432
 RQ0432.The modeled gravity was interpolated from observed gravity values.
 RQ0432
 RQ0432;                    North         East    Units  Estimated Accuracy
 RQ0432;SPC ND S     -   140,080.      735,710.      MT  (+/- 180 meters Scaled)
 RQ0432
 RQ0432                          SUPERSEDED SURVEY CONTROL
 RQ0432
 RQ0432  NGVD 29 (04/23/90)  425.767  (m)         1396.87   (f) ADJUSTED    1 2
 RQ0432
 RQ0432.Superseded values are not recommended for survey control.
 RQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0432.See file dsdata.txt to determine how the superseded data were derived.
 RQ0432
 RQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS214955(NAD 83)
 RQ0432_MARKER: I = METAL ROD
 RQ0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0432_SP_SET: STAINLESS STEEL ROD
 RQ0432_STAMPING: H 483 1982
 RQ0432_MARK LOGO: NGS   
 RQ0432_PROJECTION: FLUSH
 RQ0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0432_ROD/PIPE-DEPTH: 12.1 meters
 RQ0432
 RQ0432  HISTORY     - Date     Condition        Report By
 RQ0432  HISTORY     - 1982     MONUMENTED       NGS
 RQ0432
 RQ0432                          STATION DESCRIPTION
 RQ0432
 RQ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0432'1.6 KM (1.0 MI) NW FROM JAMESTOWN.
 RQ0432'1.5 KM (0.95 MI) NORTH AND WEST ALONG U.S. HIGHWAY 281 (FIRST AVENUE
 RQ0432'AND 5TH STREET) FROM THE POST OFFICE IN JAMESTOWN, THENCE 0.1 KM
 RQ0432'(0.05 MI) NORTH ALONG 8TH AVENUE NW, AT AN APARTMENT BUILDING,
 RQ0432'8.84 METERS (29.0 FT) WEST OF THE CENTER OF 8TH AVENUE NW,
 RQ0432'6.71 METERS (22.0 FT) EAST OF THE SOUTHEAST CORNER OF A BRICK
 RQ0432'APARTMENT BUILDING, 2.13 METERS (7.0 FT) NORTH OF THE NORTH EDGE OF A
 RQ0432'CONCRETE DRIVEWAY, 1.37 METERS (4.5 FT) NORTH-NORTHWEST OF A 24-INCH
 RQ0432'WILLOW TREE, AND 0.61 METERS (2.0 FT) WEST-NORTHWEST OF A POWERLINE
 RQ0432'POLE WITH A GUY WIRE ATTACHED.
 RQ0432'THE MARK IS ABOVE LEVEL WITH 8TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0469 ***********************************************************************
 RQ0469  DESIGNATION -  H 484
 RQ0469  PID         -  RQ0469
 RQ0469  STATE/COUNTY-  ND/KIDDER
 RQ0469  USGS QUAD   -  MEDINA SW (1975)
 RQ0469
 RQ0469                         *CURRENT SURVEY CONTROL
 RQ0469  ___________________________________________________________________
 RQ0469* NAD 83(1986)-  46 52 24.     (N)    099 26 52.     (W)     SCALED    
 RQ0469* NAVD 88     -       534.944  (meters)    1755.06   (feet)  ADJUSTED  
 RQ0469  ___________________________________________________________________
 RQ0469  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 RQ0469  DYNAMIC HT  -         534.959 (meters)    1755.11  (feet)  COMP
 RQ0469  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 RQ0469
 RQ0469  VERT ORDER  -  FIRST     CLASS II
 RQ0469
 RQ0469.The horizontal coordinates were scaled from a topographic map and have
 RQ0469.an estimated accuracy of +/- 6 seconds.
 RQ0469
 RQ0469.The orthometric height was determined by differential leveling
 RQ0469.and adjusted by the National Geodetic Survey in June 1991..
 RQ0469
 RQ0469.The geoid height was determined by GEOID03.
 RQ0469
 RQ0469.The dynamic height is computed by dividing the NAVD 88
 RQ0469.geopotential number by the normal gravity value computed on the
 RQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0469.degrees latitude (g = 980.6199 gals.).
 RQ0469
 RQ0469.The modeled gravity was interpolated from observed gravity values.
 RQ0469
 RQ0469;                    North         East    Units  Estimated Accuracy
 RQ0469;SPC ND S     -   134,670.      680,210.      MT  (+/- 180 meters Scaled)
 RQ0469
 RQ0469                          SUPERSEDED SURVEY CONTROL
 RQ0469
 RQ0469.No superseded survey control is available for this station.
 RQ0469
 RQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS658911(NAD 83)
 RQ0469_MARKER: I = METAL ROD
 RQ0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0469_SP_SET: STAINLESS STEEL ROD
 RQ0469_STAMPING: H 484 1982
 RQ0469_MARK LOGO: NGS   
 RQ0469_PROJECTION: FLUSH
 RQ0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0469_ROD/PIPE-DEPTH: 7.3  meters
 RQ0469
 RQ0469  HISTORY     - Date     Condition        Report By
 RQ0469  HISTORY     - 1982     MONUMENTED       NGS
 RQ0469
 RQ0469                          STATION DESCRIPTION
 RQ0469
 RQ0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0469'13.35 KM (8.3 MI) WEST FROM MEDINA.
 RQ0469'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0469'BURLINGTON NORTHERN RAILROAD IN MEDINA TO THE INTERSECTION OF
 RQ0469'INTERSTATE HIGHWAY 94, THENCE 11.35 KM (7.05 MI) WEST ALONG INTERSTATE
 RQ0469'HIGHWAY 94 TO THE MARK AT AN OFFSET IN THE FENCE LINE AND THE KIDDER
 RQ0469'AND STUTSMAN COUNTY LINE, 0.4 METER (1.5 FT) SOUTH-SOUTHEAST OF A
 RQ0469'RIGHT OF WAY FENCE, 0.6 METER (2.0 FT) SOUTH OF A BRACED CORNER FENCE
 RQ0469'POST, 0.9 METER (3.0 FT) SOUTH-SOUTHEAST OF A RIGHT OF WAY CONCRETE
 RQ0469'MARKER, 8.1 METERS (26.5 FT) SOUTH-SOUTHEAST OF A BRACED CORNER FENCE
 RQ0469'POST, 41.1 METERS (135.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 RQ0469'WEST BOUND  LANES OF THE INTERSTATE, AND 82.2 METERS (270.0 FT) WEST
 RQ0469'OF THE NORTH LEG OF AN INTERSTATE SIGN FOR KIDDER COUNTY.
 RQ0469'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 RQ0469'THE MARK IS 1.2 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0646 ***********************************************************************
 RR0646  DESIGNATION -  H 485
 RR0646  PID         -  RR0646
 RR0646  STATE/COUNTY-  ND/BURLEIGH
 RR0646  USGS QUAD   -  DRISCOLL (1975)
 RR0646
 RR0646                         *CURRENT SURVEY CONTROL
 RR0646  ___________________________________________________________________
 RR0646* NAD 83(1986)-  46 51 55.     (N)    100 11 06.     (W)     SCALED    
 RR0646* NAVD 88     -       563.048  (meters)    1847.27   (feet)  ADJUSTED  
 RR0646  ___________________________________________________________________
 RR0646  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 RR0646  DYNAMIC HT  -         563.058 (meters)    1847.30  (feet)  COMP
 RR0646  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RR0646
 RR0646  VERT ORDER  -  FIRST     CLASS II
 RR0646
 RR0646.The horizontal coordinates were scaled from a topographic map and have
 RR0646.an estimated accuracy of +/- 6 seconds.
 RR0646
 RR0646.The orthometric height was determined by differential leveling
 RR0646.and adjusted by the National Geodetic Survey in June 1991..
 RR0646
 RR0646.The geoid height was determined by GEOID03.
 RR0646
 RR0646.The dynamic height is computed by dividing the NAVD 88
 RR0646.geopotential number by the normal gravity value computed on the
 RR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0646.degrees latitude (g = 980.6199 gals.).
 RR0646
 RR0646.The modeled gravity was interpolated from observed gravity values.
 RR0646
 RR0646;                    North         East    Units  Estimated Accuracy
 RR0646;SPC ND S     -   133,280.      624,020.      MT  (+/- 180 meters Scaled)
 RR0646
 RR0646                          SUPERSEDED SURVEY CONTROL
 RR0646
 RR0646.No superseded survey control is available for this station.
 RR0646
 RR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS096908(NAD 83)
 RR0646_MARKER: I = METAL ROD
 RR0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0646_SP_SET: STAINLESS STEEL ROD
 RR0646_STAMPING: H 485 1982
 RR0646_MARK LOGO: NGS   
 RR0646_PROJECTION: FLUSH
 RR0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0646_ROD/PIPE-DEPTH: 7.3  meters
 RR0646
 RR0646  HISTORY     - Date     Condition        Report By
 RR0646  HISTORY     - 1982     MONUMENTED       NGS
 RR0646
 RR0646                          STATION DESCRIPTION
 RR0646
 RR0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0646'5.75 KM (3.6 MI) WEST FROM DRISCOLL.
 RR0646'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0646'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0646'HIGHWAY 94, THENCE 3.5 KM (2.2 MI) WEST ALONG INTERSTATE HIGHWAY 94,
 RR0646'51.8 METERS (170.0 FT) NORTHWEST OF MILE MARKER NUMBER 188,
 RR0646'47.6 METERS (157.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 RR0646'OF THE INTERSTATE, 36.6 METERS (120.0 FT) SOUTH OF THE SOUTHEAST LEG
 RR0646'OF A LARGE HIGH TENSION POWERLINE TOWER, 13.4 METERS (44.0 FT) SOUTH
 RR0646'OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, AND 0.6 METER (2.0 FT)
 RR0646'WEST OF A POST IN THE RIGHT OF WAY FENCE.
 RR0646'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 RR0646'THE MARK IS 0.6 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0491 ***********************************************************************
 RQ0491  DESIGNATION -  H 486
 RQ0491  PID         -  RQ0491
 RQ0491  STATE/COUNTY-  ND/KIDDER
 RQ0491  USGS QUAD   -  DAWSON (1975)
 RQ0491
 RQ0491                         *CURRENT SURVEY CONTROL
 RQ0491  ___________________________________________________________________
 RQ0491* NAD 83(1986)-  46 52 18.     (N)    099 52 07.     (W)     SCALED    
 RQ0491* NAVD 88     -       557.900  (meters)    1830.38   (feet)  ADJUSTED  
 RQ0491  ___________________________________________________________________
 RQ0491  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 RQ0491  DYNAMIC HT  -         557.913 (meters)    1830.42  (feet)  COMP
 RQ0491  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 RQ0491
 RQ0491  VERT ORDER  -  FIRST     CLASS II
 RQ0491
 RQ0491.The horizontal coordinates were scaled from a topographic map and have
 RQ0491.an estimated accuracy of +/- 6 seconds.
 RQ0491
 RQ0491.The orthometric height was determined by differential leveling
 RQ0491.and adjusted by the National Geodetic Survey in June 1991..
 RQ0491
 RQ0491.The geoid height was determined by GEOID03.
 RQ0491
 RQ0491.The dynamic height is computed by dividing the NAVD 88
 RQ0491.geopotential number by the normal gravity value computed on the
 RQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0491.degrees latitude (g = 980.6199 gals.).
 RQ0491
 RQ0491.The modeled gravity was interpolated from observed gravity values.
 RQ0491
 RQ0491;                    North         East    Units  Estimated Accuracy
 RQ0491;SPC ND S     -   134,140.      648,130.      MT  (+/- 180 meters Scaled)
 RQ0491
 RQ0491                          SUPERSEDED SURVEY CONTROL
 RQ0491
 RQ0491.No superseded survey control is available for this station.
 RQ0491
 RQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS338912(NAD 83)
 RQ0491_MARKER: I = METAL ROD
 RQ0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0491_SP_SET: STAINLESS STEEL ROD
 RQ0491_STAMPING: H 486 1982
 RQ0491_MARK LOGO: NGS   
 RQ0491_PROJECTION: FLUSH
 RQ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0491_ROD/PIPE-DEPTH: 4.8  meters
 RQ0491
 RQ0491  HISTORY     - Date     Condition        Report By
 RQ0491  HISTORY     - 1982     MONUMENTED       NGS
 RQ0491
 RQ0491                          STATION DESCRIPTION
 RQ0491
 RQ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0491'3.8 KM (2.35 MI) EAST FROM STEELE.
 RQ0491'3.8 KM (2.35 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0491'STATE HIGHWAY 3 NORTH IN STEELE, AT A FENCE LINE JUNCTION, 48.1 METERS
 RQ0491'(158.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RQ0491'INTERSTATE, 28.9 METERS (95.0 FT) NORTH OF THE NORTH END OF A CONCRETE
 RQ0491'PIPE CULVERT UNDER THE HIGHWAY, 0.4 METER (1.5 FT) SOUTHWEST OF A
 RQ0491'FENCE POST, AND 0.3 METER (1.0 FT) SOUTHEAST OF A RIGHT OF WAY FENCE.
 RQ0491'NOTE, ROD DRIVEN TO REFUSAL.
 RQ0491'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RQ0491'THE MARK IS 2.7 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0633 ***********************************************************************
 RR0633  DESIGNATION -  H 487
 RR0633  PID         -  RR0633
 RR0633  STATE/COUNTY-  ND/BURLEIGH
 RR0633  USGS QUAD   -  BISMARCK (1976)
 RR0633
 RR0633                         *CURRENT SURVEY CONTROL
 RR0633  ___________________________________________________________________
 RR0633* NAD 83(1986)-  46 52 00.     (N)    100 46 18.     (W)     SCALED    
 RR0633* NAVD 88     -       563.175  (meters)    1847.68   (feet)  ADJUSTED  
 RR0633  ___________________________________________________________________
 RR0633  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0633  DYNAMIC HT  -         563.184 (meters)    1847.71  (feet)  COMP
 RR0633  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 RR0633
 RR0633  VERT ORDER  -  FIRST     CLASS II
 RR0633
 RR0633.The horizontal coordinates were scaled from a topographic map and have
 RR0633.an estimated accuracy of +/- 6 seconds.
 RR0633
 RR0633.The orthometric height was determined by differential leveling
 RR0633.and adjusted by the National Geodetic Survey in June 1991..
 RR0633
 RR0633.The geoid height was determined by GEOID03.
 RR0633
 RR0633.The dynamic height is computed by dividing the NAVD 88
 RR0633.geopotential number by the normal gravity value computed on the
 RR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0633.degrees latitude (g = 980.6199 gals.).
 RR0633
 RR0633.The modeled gravity was interpolated from observed gravity values.
 RR0633
 RR0633;                    North         East    Units  Estimated Accuracy
 RR0633;SPC ND S     -   133,420.      579,290.      MT  (+/- 180 meters Scaled)
 RR0633
 RR0633                          SUPERSEDED SURVEY CONTROL
 RR0633
 RR0633.No superseded survey control is available for this station.
 RR0633
 RR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS649918(NAD 83)
 RR0633_MARKER: I = METAL ROD
 RR0633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0633_SP_SET: STAINLESS STEEL ROD
 RR0633_STAMPING: H 487 1982
 RR0633_MARK LOGO: NGS   
 RR0633_PROJECTION: FLUSH
 RR0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0633_ROD/PIPE-DEPTH: 3.4  meters
 RR0633
 RR0633  HISTORY     - Date     Condition        Report By
 RR0633  HISTORY     - 1982     MONUMENTED       NGS
 RR0633
 RR0633                          STATION DESCRIPTION
 RR0633
 RR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0633'3.9 KM (2.4 MI) NORTH FROM BISMARCK.
 RR0633'3.9 KM (2.4 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0633'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.7 KM (0.45 MI) NORTH OF
 RR0633'MILEPOST 91, 40.5 METERS (132.9 FT) EAST OF THE CENTERLINE OF THE
 RR0633'NORTH BOUND LANES OF THE HIGHWAY, 28.0 METERS (91.9 FT) SOUTH OF THE
 RR0633'CENTER OF A PAVED ROAD LEADING NORTH, 26.5 METERS (86.9 FT) SOUTH OF
 RR0633'THE CENTER OF A TRACK ROAD LEADING EAST AND 1.2 METERS (3.9 FT) NORTH
 RR0633'OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS
 RR0633'THROUGH A 5-INCH LOGO CAP.
 RR0633'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0633'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1452 ***********************************************************************
 SN1452  DESIGNATION -  H 488
 SN1452  PID         -  SN1452
 SN1452  STATE/COUNTY-  ND/MCLEAN
 SN1452  USGS QUAD   -  SANGER (1966)
 SN1452
 SN1452                         *CURRENT SURVEY CONTROL
 SN1452  ___________________________________________________________________
 SN1452* NAD 83(1986)-  47 11 58.     (N)    100 54 07.     (W)     SCALED    
 SN1452* NAVD 88     -       576.674  (meters)    1891.97   (feet)  ADJUSTED  
 SN1452  ___________________________________________________________________
 SN1452  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SN1452  DYNAMIC HT  -         576.695 (meters)    1892.04  (feet)  COMP
 SN1452  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 SN1452
 SN1452  VERT ORDER  -  FIRST     CLASS II
 SN1452
 SN1452.The horizontal coordinates were scaled from a topographic map and have
 SN1452.an estimated accuracy of +/- 6 seconds.
 SN1452
 SN1452.The orthometric height was determined by differential leveling
 SN1452.and adjusted by the National Geodetic Survey in June 1991..
 SN1452
 SN1452.The geoid height was determined by GEOID03.
 SN1452
 SN1452.The dynamic height is computed by dividing the NAVD 88
 SN1452.geopotential number by the normal gravity value computed on the
 SN1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1452.degrees latitude (g = 980.6199 gals.).
 SN1452
 SN1452.The modeled gravity was interpolated from observed gravity values.
 SN1452
 SN1452;                    North         East    Units  Estimated Accuracy
 SN1452;SPC ND N     -    22,250.      569,540.      MT  (+/- 180 meters Scaled)
 SN1452
 SN1452                          SUPERSEDED SURVEY CONTROL
 SN1452
 SN1452.No superseded survey control is available for this station.
 SN1452
 SN1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT559290(NAD 83)
 SN1452_MARKER: I = METAL ROD
 SN1452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1452_SP_SET: STAINLESS STEEL ROD
 SN1452_STAMPING: H 488 1982
 SN1452_MARK LOGO: NGS   
 SN1452_PROJECTION: FLUSH
 SN1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1452_ROD/PIPE-DEPTH: 8.5  meters
 SN1452
 SN1452  HISTORY     - Date     Condition        Report By
 SN1452  HISTORY     - 1982     MONUMENTED       NGS
 SN1452
 SN1452                          STATION DESCRIPTION
 SN1452
 SN1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1452'10.5 KM (6.5 MI) NW FROM WILTON.
 SN1452'10.5 KM (6.5 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1452'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.4 KM (0.25
 SN1452'MI) NORTHWEST OF MILEPOST 118, 42.1 METERS (138.1 FT) SOUTHEAST OF A
 SN1452'HIGHWAY RIGHT-OF-WAY MARKER, 30.5 METERS (100.1 FT) SOUTHWEST OF THE
 SN1452'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 1.3 METERS (4.3
 SN1452'FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 SN1452'THROUGH A 5-INCH LOGO CAP.
 SN1452'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SN1452'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0560 ***********************************************************************
 RR0560  DESIGNATION -  H 489
 RR0560  PID         -  RR0560
 RR0560  STATE/COUNTY-  ND/MORTON
 RR0560  USGS QUAD   -  MANDAN (1976)
 RR0560
 RR0560                         *CURRENT SURVEY CONTROL
 RR0560  ___________________________________________________________________
 RR0560* NAD 83(1986)-  46 50 00.     (N)    100 58 24.     (W)     SCALED    
 RR0560* NAVD 88     -       507.836  (meters)    1666.13   (feet)  ADJUSTED  
 RR0560  ___________________________________________________________________
 RR0560  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 RR0560  DYNAMIC HT  -         507.845 (meters)    1666.15  (feet)  COMP
 RR0560  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 RR0560
 RR0560  VERT ORDER  -  FIRST     CLASS II
 RR0560
 RR0560.The horizontal coordinates were scaled from a topographic map and have
 RR0560.an estimated accuracy of +/- 6 seconds.
 RR0560
 RR0560.The orthometric height was determined by differential leveling
 RR0560.and adjusted by the National Geodetic Survey in June 1991..
 RR0560
 RR0560.The geoid height was determined by GEOID03.
 RR0560
 RR0560.The dynamic height is computed by dividing the NAVD 88
 RR0560.geopotential number by the normal gravity value computed on the
 RR0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0560.degrees latitude (g = 980.6199 gals.).
 RR0560
 RR0560.The modeled gravity was interpolated from observed gravity values.
 RR0560
 RR0560;                    North         East    Units  Estimated Accuracy
 RR0560;SPC ND S     -   129,790.      563,890.      MT  (+/- 180 meters Scaled)
 RR0560
 RR0560                          SUPERSEDED SURVEY CONTROL
 RR0560
 RR0560.No superseded survey control is available for this station.
 RR0560
 RR0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS495885(NAD 83)
 RR0560_MARKER: DB = BENCH MARK DISK
 RR0560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0560_SP_SET: ABUTMENT
 RR0560_STAMPING: H 489 1982
 RR0560_MARK LOGO: NGS   
 RR0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0560+STABILITY: POSITION/ELEVATION WELL
 RR0560
 RR0560  HISTORY     - Date     Condition        Report By
 RR0560  HISTORY     - 1982     MONUMENTED       NGS
 RR0560
 RR0560                          STATION DESCRIPTION
 RR0560
 RR0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0560'5.6 KM (3.5 MI) WEST FROM MANDAN.
 RR0560'5.6 KM (3.5 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION WITH
 RR0560'STATE HIGHWAY 6 IN MANDAN, IN TOP OF AND 3.5 METERS (11.5 FT) NORTH OF
 RR0560'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 RR0560'THE HEART RIVER AND 5.7 METERS (18.7 FT) SOUTH OF THE CENTERLINE OF
 RR0560'THE HIGHWAY.
 RR0560'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0470 ***********************************************************************
 SL0470  DESIGNATION -  H 49 RESET
 SL0470  PID         -  SL0470
 SL0470  STATE/COUNTY-  ND/TRAILL
 SL0470  USGS QUAD   -  KELSO (1984)
 SL0470
 SL0470                         *CURRENT SURVEY CONTROL
 SL0470  ___________________________________________________________________
 SL0470* NAD 83(1986)-  47 21 13.     (N)    097 00 23.     (W)     SCALED    
 SL0470* NAVD 88     -       271.275  (meters)     890.01   (feet)  ADJUSTED  
 SL0470  ___________________________________________________________________
 SL0470  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 SL0470  DYNAMIC HT  -         271.312 (meters)     890.13  (feet)  COMP
 SL0470  MODELED GRAV-     980,744.1   (mgal)                       NAVD 88
 SL0470
 SL0470  VERT ORDER  -  SECOND    CLASS 0
 SL0470
 SL0470.The horizontal coordinates were scaled from a topographic map and have
 SL0470.an estimated accuracy of +/- 6 seconds.
 SL0470
 SL0470.The orthometric height was determined by differential leveling
 SL0470.and adjusted by the National Geodetic Survey in June 1991..
 SL0470
 SL0470.The geoid height was determined by GEOID03.
 SL0470
 SL0470.The dynamic height is computed by dividing the NAVD 88
 SL0470.geopotential number by the normal gravity value computed on the
 SL0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0470.degrees latitude (g = 980.6199 gals.).
 SL0470
 SL0470.The modeled gravity was interpolated from observed gravity values.
 SL0470
 SL0470;                    North         East    Units  Estimated Accuracy
 SL0470;SPC ND N     -    45,300.      863,870.      MT  (+/- 180 meters Scaled)
 SL0470
 SL0470                          SUPERSEDED SURVEY CONTROL
 SL0470
 SL0470  NGVD 29 (??/??/92)  270.941  (m)          888.91   (f) ADJ UNCH    2 0
 SL0470
 SL0470.Superseded values are not recommended for survey control.
 SL0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0470.See file dsdata.txt to determine how the superseded data were derived.
 SL0470
 SL0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT505463(NAD 83)
 SL0470_MARKER: DB = BENCH MARK DISK
 SL0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0470_STAMPING: H 49 RESET 1956
 SL0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0470+STABILITY: SURFACE MOTION
 SL0470
 SL0470  HISTORY     - Date     Condition        Report By
 SL0470  HISTORY     - 1956     MONUMENTED       CGS
 SL0470  HISTORY     - 1964     GOOD             NGS
 SL0470
 SL0470                          STATION DESCRIPTION
 SL0470
 SL0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0470'2.0 MI E FROM ALTON.
 SL0470'0.15 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY AND U.S. HIGHWAY 81
 SL0470'FROM THE GRAIN ELEVATOR AT ALTON, THENCE 1.85 MILES EAST ALONG STATE
 SL0470'HIGHWAY 7, IN S 22, T 145 N, R 50 W, 278 FEET NORTH OF THE CENTER LINE
 SL0470'OF THE HIGHWAY, 38 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 SL0470'GRAVELED ROAD, 159 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE WHICH
 SL0470'WAS FORMERLY A SCHOOLHOUSE, 103 FEET NORTHEAST OF A POWER POLE BEARING
 SL0470'A TRANSFORMER, 53 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT WEST OF
 SL0470'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 SL0470'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0600 ***********************************************************************
 RR0600  DESIGNATION -  H 490
 RR0600  PID         -  RR0600
 RR0600  STATE/COUNTY-  ND/MORTON
 RR0600  USGS QUAD   -  NORTH ALMONT (1980)
 RR0600
 RR0600                         *CURRENT SURVEY CONTROL
 RR0600  ___________________________________________________________________
 RR0600* NAD 83(1986)-  46 50 55.     (N)    101 35 54.     (W)     SCALED    
 RR0600* NAVD 88     -       635.695  (meters)    2085.61   (feet)  ADJUSTED  
 RR0600  ___________________________________________________________________
 RR0600  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 RR0600  DYNAMIC HT  -         635.699 (meters)    2085.62  (feet)  COMP
 RR0600  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 RR0600
 RR0600  VERT ORDER  -  FIRST     CLASS II
 RR0600
 RR0600.The horizontal coordinates were scaled from a topographic map and have
 RR0600.an estimated accuracy of +/- 6 seconds.
 RR0600
 RR0600.The orthometric height was determined by differential leveling
 RR0600.and adjusted by the National Geodetic Survey in June 1991..
 RR0600
 RR0600.The geoid height was determined by GEOID03.
 RR0600
 RR0600.The dynamic height is computed by dividing the NAVD 88
 RR0600.geopotential number by the normal gravity value computed on the
 RR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0600.degrees latitude (g = 980.6199 gals.).
 RR0600
 RR0600.The modeled gravity was interpolated from observed gravity values.
 RR0600
 RR0600;                    North         East    Units  Estimated Accuracy
 RR0600;SPC ND S     -   131,970.      516,240.      MT  (+/- 180 meters Scaled)
 RR0600
 RR0600                          SUPERSEDED SURVEY CONTROL
 RR0600
 RR0600.No superseded survey control is available for this station.
 RR0600
 RR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS019916(NAD 83)
 RR0600_MARKER: I = METAL ROD
 RR0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0600_SP_SET: STAINLESS STEEL ROD
 RR0600_STAMPING: H 490 1982
 RR0600_MARK LOGO: NGS   
 RR0600_PROJECTION: FLUSH
 RR0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0600_ROD/PIPE-DEPTH: 5.2  meters
 RR0600
 RR0600  HISTORY     - Date     Condition        Report By
 RR0600  HISTORY     - 1982     MONUMENTED       NGS
 RR0600
 RR0600                          STATION DESCRIPTION
 RR0600
 RR0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0600'13.7 KM (8.5 MI) WEST FROM NEW SALEM.
 RR0600'13.7 KM (8.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0600'STATE HIGHWAY 31 IN NEW SALEM, 52.4 METERS (171.9 FT) SOUTHEAST OF A
 RR0600'UTILITY POLE, 35.1 METERS (115.2 FT) WEST OF THE CENTER OF A PRIVATE
 RR0600'DRIVE LEADING NORTH AND 18.7 METERS (61.4 FT) NORTH OF THE CENTERLINE
 RR0600'OF THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RR0600'CAP.
 RR0600'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RR0600'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0266 ***********************************************************************
 RS0266  DESIGNATION -  H 491
 RS0266  PID         -  RS0266
 RS0266  STATE/COUNTY-  ND/STARK
 RS0266  USGS QUAD   -  INDIAN BUTTE (1973)
 RS0266
 RS0266                         *CURRENT SURVEY CONTROL
 RS0266  ___________________________________________________________________
 RS0266* NAD 83(1986)-  46 53 11.     (N)    102 10 23.     (W)     SCALED    
 RS0266* NAVD 88     -       712.124  (meters)    2336.36   (feet)  ADJUSTED  
 RS0266  ___________________________________________________________________
 RS0266  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 RS0266  DYNAMIC HT  -         712.123 (meters)    2336.36  (feet)  COMP
 RS0266  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 RS0266
 RS0266  VERT ORDER  -  FIRST     CLASS II
 RS0266
 RS0266.The horizontal coordinates were scaled from a topographic map and have
 RS0266.an estimated accuracy of +/- 6 seconds.
 RS0266
 RS0266.The orthometric height was determined by differential leveling
 RS0266.and adjusted by the National Geodetic Survey in June 1991..
 RS0266
 RS0266.The geoid height was determined by GEOID03.
 RS0266
 RS0266.The dynamic height is computed by dividing the NAVD 88
 RS0266.geopotential number by the normal gravity value computed on the
 RS0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0266.degrees latitude (g = 980.6199 gals.).
 RS0266
 RS0266.The modeled gravity was interpolated from observed gravity values.
 RS0266
 RS0266;                    North         East    Units  Estimated Accuracy
 RS0266;SPC ND S     -   136,940.      472,500.      MT  (+/- 180 meters Scaled)
 RS0266
 RS0266                          SUPERSEDED SURVEY CONTROL
 RS0266
 RS0266.No superseded survey control is available for this station.
 RS0266
 RS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM153964(NAD 83)
 RS0266_MARKER: I = METAL ROD
 RS0266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0266_SP_SET: STAINLESS STEEL ROD
 RS0266_STAMPING: H 491 1982
 RS0266_MARK LOGO: NGS   
 RS0266_PROJECTION: FLUSH
 RS0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0266_ROD/PIPE-DEPTH: 8.2  meters
 RS0266
 RS0266  HISTORY     - Date     Condition        Report By
 RS0266  HISTORY     - 1982     MONUMENTED       NGS
 RS0266
 RS0266                          STATION DESCRIPTION
 RS0266
 RS0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0266'30.0 KM (18.65 MI) WEST FROM GLEN ULLIN.
 RS0266'30.0 KM (18.65 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0266'NORTHERN RAILROAD STATION IN GLEN ULLIN AND 17.4 METERS (57.1 FT)
 RS0266'SOUTHEAST OF THE CENTERLINE OF THE ROAD.  NOTE=ACCESS TO THE DATUM
 RS0266'POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0266'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 RS0266'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0297 ***********************************************************************
 RS0297  DESIGNATION -  H 492
 RS0297  PID         -  RS0297
 RS0297  STATE/COUNTY-  ND/STARK
 RS0297  USGS QUAD   -  DAVIS BUTTES (1981)
 RS0297
 RS0297                         *CURRENT SURVEY CONTROL
 RS0297  ___________________________________________________________________
 RS0297* NAD 83(1986)-  46 53 04.     (N)    102 41 10.     (W)     SCALED    
 RS0297* NAVD 88     -       761.929  (meters)    2499.76   (feet)  ADJUSTED  
 RS0297  ___________________________________________________________________
 RS0297  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 RS0297  DYNAMIC HT  -         761.936 (meters)    2499.78  (feet)  COMP
 RS0297  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 RS0297
 RS0297  VERT ORDER  -  FIRST     CLASS II
 RS0297
 RS0297.The horizontal coordinates were scaled from a topographic map and have
 RS0297.an estimated accuracy of +/- 6 seconds.
 RS0297
 RS0297.The orthometric height was determined by differential leveling
 RS0297.and adjusted by the National Geodetic Survey in June 1991..
 RS0297
 RS0297.The geoid height was determined by GEOID03.
 RS0297
 RS0297.The dynamic height is computed by dividing the NAVD 88
 RS0297.geopotential number by the normal gravity value computed on the
 RS0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0297.degrees latitude (g = 980.6199 gals.).
 RS0297
 RS0297.The modeled gravity was interpolated from observed gravity values.
 RS0297
 RS0297;                    North         East    Units  Estimated Accuracy
 RS0297;SPC ND S     -   137,680.      433,410.      MT  (+/- 180 meters Scaled)
 RS0297
 RS0297                          SUPERSEDED SURVEY CONTROL
 RS0297
 RS0297.No superseded survey control is available for this station.
 RS0297
 RS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM762949(NAD 83)
 RS0297_MARKER: I = METAL ROD
 RS0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0297_SP_SET: STAINLESS STEEL ROD
 RS0297_STAMPING: H 492 1982
 RS0297_MARK LOGO: NGS   
 RS0297_PROJECTION: FLUSH
 RS0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0297_ROD/PIPE-DEPTH: 6.4  meters
 RS0297
 RS0297  HISTORY     - Date     Condition        Report By
 RS0297  HISTORY     - 1982     MONUMENTED       NGS
 RS0297
 RS0297                          STATION DESCRIPTION
 RS0297
 RS0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0297'7.8 KM (4.85 MI) EAST FROM DICKINSON.
 RS0297'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0297'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE 3.8
 RS0297'KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.6 KM (0.35 MI)
 RS0297'WEST OF MILEPOST 67, 47.9 METERS (157.2 FT) NORTH OF THE CENTERLINE OF
 RS0297'THE WEST BOUND LANES OF THE HIGHWAY, 22.3 METERS (73.2 FT) WEST OF THE
 RS0297'CENTER OF A FIELD ENTRANCE AND 0.8 METER (2.6 FT) SOUTHEAST OF A
 RS0297'CONCRETE RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0297'THROUGH A 5-INCH LOGO CAP.
 RS0297'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0297'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0344 ***********************************************************************
 RS0344  DESIGNATION -  H 493
 RS0344  PID         -  RS0344
 RS0344  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0344  USGS QUAD   -  BUFFALO GAP CAMPGROUND (1979)
 RS0344
 RS0344                         *CURRENT SURVEY CONTROL
 RS0344  ___________________________________________________________________
 RS0344* NAD 83(1986)-  46 56 57.     (N)    103 38 25.     (W)     SCALED    
 RS0344* NAVD 88     -       776.436  (meters)    2547.36   (feet)  ADJUSTED  
 RS0344  ___________________________________________________________________
 RS0344  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 RS0344  DYNAMIC HT  -         776.437 (meters)    2547.36  (feet)  COMP
 RS0344  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 RS0344
 RS0344  VERT ORDER  -  FIRST     CLASS II
 RS0344
 RS0344.The horizontal coordinates were scaled from a topographic map and have
 RS0344.an estimated accuracy of +/- 6 seconds.
 RS0344
 RS0344.The orthometric height was determined by differential leveling
 RS0344.and adjusted by the National Geodetic Survey in June 1991..
 RS0344
 RS0344.The geoid height was determined by GEOID03.
 RS0344
 RS0344.The dynamic height is computed by dividing the NAVD 88
 RS0344.geopotential number by the normal gravity value computed on the
 RS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0344.degrees latitude (g = 980.6199 gals.).
 RS0344
 RS0344.The modeled gravity was interpolated from observed gravity values.
 RS0344
 RS0344;                    North         East    Units  Estimated Accuracy
 RS0344;SPC ND S     -   147,340.      361,020.      MT  (+/- 180 meters Scaled)
 RS0344
 RS0344                          SUPERSEDED SURVEY CONTROL
 RS0344
 RS0344.No superseded survey control is available for this station.
 RS0344
 RS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN034004(NAD 83)
 RS0344_MARKER: I = METAL ROD
 RS0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0344_SP_SET: STAINLESS STEEL ROD
 RS0344_STAMPING: H 493 1982
 RS0344_MARK LOGO: NGS   
 RS0344_PROJECTION: FLUSH
 RS0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0344_ROD/PIPE-DEPTH: 6.7  meters
 RS0344
 RS0344  HISTORY     - Date     Condition        Report By
 RS0344  HISTORY     - 1982     MONUMENTED       NGS
 RS0344
 RS0344                          STATION DESCRIPTION
 RS0344
 RS0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0344'36.5 KM (22.65 MI) WEST FROM BELFIELD.
 RS0344'36.5 KM (22.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0344'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.7 KM (0.45 MI) WEST OF
 RS0344'MILEPOST 20 AND 47.2 METERS (154.9 FT) SOUTH OF THE CENTERLINE OF THE
 RS0344'EAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0344'THROUGH A 5-INCH LOGO CAP.
 RS0344'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 RS0344'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0324 ***********************************************************************
 RS0324  DESIGNATION -  H 494
 RS0324  PID         -  RS0324
 RS0324  STATE/COUNTY-  ND/BILLINGS
 RS0324  USGS QUAD   -  FRYBURG NE (1981)
 RS0324
 RS0324                         *CURRENT SURVEY CONTROL
 RS0324  ___________________________________________________________________
 RS0324* NAD 83(1996)-  46 53 52.10513(N)    103 15 47.13910(W)     ADJUSTED  
 RS0324* NAVD 88     -       836.549  (meters)    2744.58   (feet)  ADJUSTED  
 RS0324  ___________________________________________________________________
 RS0324  X           -  -1,001,786.223 (meters)                     COMP
 RS0324  Y           -  -4,250,080.071 (meters)                     COMP
 RS0324  Z           -   4,634,607.892 (meters)                     COMP
 RS0324  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 RS0324  ELLIP HEIGHT-         819.77  (meters)          (10/24/03) GPS OBS
 RS0324  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 RS0324  DYNAMIC HT  -         836.532 (meters)    2744.52  (feet)  COMP
 RS0324  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 RS0324
 RS0324  HORZ ORDER  -  B
 RS0324  VERT ORDER  -  FIRST     CLASS II
 RS0324  ELLP ORDER  -  THIRD     CLASS I
 RS0324
 RS0324.This is a reference station for the MEDORA 3
 RS0324.National Continuously Operating Reference Station (MDR3).
 RS0324
 RS0324.The horizontal coordinates were established by GPS observations
 RS0324.and adjusted by the National Geodetic Survey in October 2003..
 RS0324
 RS0324.The orthometric height was determined by differential leveling
 RS0324.and adjusted by the National Geodetic Survey in June 1991..
 RS0324
 RS0324.Photographs are available for this station.
 RS0324
 RS0324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0324
 RS0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0324
 RS0324.The ellipsoidal height was determined by GPS observations
 RS0324.and is referenced to NAD 83.
 RS0324
 RS0324.The geoid height was determined by GEOID03.
 RS0324
 RS0324.The dynamic height is computed by dividing the NAVD 88
 RS0324.geopotential number by the normal gravity value computed on the
 RS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0324.degrees latitude (g = 980.6199 gals.).
 RS0324
 RS0324.The modeled gravity was interpolated from observed gravity values.
 RS0324
 RS0324;                    North         East     Units Scale Factor Converg.
 RS0324;SPC ND S     -   140,552.179   389,506.547   MT  0.99993646   -2 00 55.3
 RS0324;SPC ND S     -   461,129.20  1,277,908.62   iFT  0.99993646   -2 00 55.3
 RS0324;UTM  13      - 5,195,272.241   632,299.517   MT  0.99981513   +1 16 06.1
 RS0324
 RS0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0324!SPC ND S     -   0.99987152  x   0.99993646  =   0.99980798
 RS0324!UTM  13      -   0.99987152  x   0.99981513  =   0.99968667
 RS0324
 RS0324                          SUPERSEDED SURVEY CONTROL
 RS0324
 RS0324  NAVD 88 (10/24/03)  836.55   (m)         2744.6    (f) LEVELING    3  
 RS0324
 RS0324.Superseded values are not recommended for survey control.
 RS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0324.See file dsdata.txt to determine how the superseded data were derived.
 RS0324
 RS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3230095272(NAD 83)
 RS0324_MARKER: F = FLANGE-ENCASED ROD
 RS0324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0324_SP_SET: STAINLESS STEEL ROD
 RS0324_STAMPING: H 494 1982
 RS0324_MARK LOGO: NGS   
 RS0324_PROJECTION: FLUSH
 RS0324_MAGNETIC: I = MARKER IS A STEEL ROD
 RS0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0324+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 RS0324_ROD/PIPE-DEPTH: 7.6  meters
 RS0324
 RS0324  HISTORY     - Date     Condition        Report By
 RS0324  HISTORY     - 1982     MONUMENTED       NGS
 RS0324  HISTORY     - 1987     GOOD             USPSQD
 RS0324  HISTORY     - 19951219 GOOD             NDHD
 RS0324  HISTORY     - 20020520 GOOD             NGS
 RS0324  HISTORY     - 20030902 GOOD             NGS
 RS0324
 RS0324                          STATION DESCRIPTION
 RS0324
 RS0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0324'5.6 KM (3.5 MI) WEST FROM BELFIELD.
 RS0324'5.6 KM (3.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RS0324'WITH U. S. HIGHWAY 85 IN BELFIELD, 0.2 KM (0.1 MI) WEST OF MILEPOST
 RS0324'39, 45.8 METERS (150.3 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 RS0324'LANES OF THE HIGHWAY AND 0.7 METER (2.3 FT) WEST OF A T-FENCE CORNER.
 RS0324'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0324'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0324'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RS0324
 RS0324                          STATION RECOVERY (1987)
 RS0324
 RS0324'RECOVERY NOTE BY US POWER SQUADRON 1987 (NC)
 RS0324'RECOVERED IN GOOD CONDITION.
 RS0324
 RS0324                          STATION RECOVERY (1995)
 RS0324
 RS0324'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995 (GLJ)
 RS0324'RECOVERED AS DESCRIBED.
 RS0324
 RS0324                          STATION RECOVERY (2002)
 RS0324
 RS0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 RS0324'5.6 KM WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF U.S.
 RS0324'HIGHWAY 85 IN
 RS0324'BELFIELD, 0.2 KM WEST OF MILEPOST 39, 45.8 M NORTH OF THE CENTERLINE
 RS0324'OF THE WESTBOUND
 RS0324'HIGHWAY, 0.7 M WEST OF A T-FENCE CORNER, 0.3 M SOUTH OF A WITNESS POST
 RS0324'AND FENCE, AND 0.3
 RS0324'M ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 RS0324'THROUGH A 5-INCH
 RS0324'LOGO CAP.  THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.  THIS IS A CORS
 RS0324'SITE REFERENCE
 RS0324'STATION.
 RS0324' 
 RS0324'
 RS0324
 RS0324                          STATION RECOVERY (2003)
 RS0324
 RS0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 RS0324'RECOVERED AS DESCRIBED.  NOTE--THIS IS A CORS SITE REFERENCE MARK.
 RS0324'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0514 ***********************************************************************
 RQ0514  DESIGNATION -  H 496
 RQ0514  PID         -  RQ0514
 RQ0514  STATE/COUNTY-  ND/BARNES
 RQ0514  USGS QUAD   -  SPIRITWOOD (1970)
 RQ0514
 RQ0514                         *CURRENT SURVEY CONTROL
 RQ0514  ___________________________________________________________________
 RQ0514* NAD 83(1986)-  46 53 32.     (N)    098 22 33.     (W)     SCALED    
 RQ0514* NAVD 88     -       452.709  (meters)    1485.26   (feet)  ADJUSTED  
 RQ0514  ___________________________________________________________________
 RQ0514  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 RQ0514  DYNAMIC HT  -         452.734 (meters)    1485.34  (feet)  COMP
 RQ0514  MODELED GRAV-     980,654.0   (mgal)                       NAVD 88
 RQ0514
 RQ0514  VERT ORDER  -  FIRST     CLASS II
 RQ0514
 RQ0514.The horizontal coordinates were scaled from a topographic map and have
 RQ0514.an estimated accuracy of +/- 6 seconds.
 RQ0514
 RQ0514.The orthometric height was determined by differential leveling
 RQ0514.and adjusted by the National Geodetic Survey in June 1991..
 RQ0514
 RQ0514.The geoid height was determined by GEOID03.
 RQ0514
 RQ0514.The dynamic height is computed by dividing the NAVD 88
 RQ0514.geopotential number by the normal gravity value computed on the
 RQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0514.degrees latitude (g = 980.6199 gals.).
 RQ0514
 RQ0514.The modeled gravity was interpolated from observed gravity values.
 RQ0514
 RQ0514;                    North         East    Units  Estimated Accuracy
 RQ0514;SPC ND S     -   138,420.      761,850.      MT  (+/- 180 meters Scaled)
 RQ0514
 RQ0514                          SUPERSEDED SURVEY CONTROL
 RQ0514
 RQ0514.No superseded survey control is available for this station.
 RQ0514
 RQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS475933(NAD 83)
 RQ0514_MARKER: DB = BENCH MARK DISK
 RQ0514_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0514_SP_SET: CONCRETE PIER
 RQ0514_STAMPING: H 496 1982
 RQ0514_MARK LOGO: NGS   
 RQ0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0514
 RQ0514  HISTORY     - Date     Condition        Report By
 RQ0514  HISTORY     - 1982     MONUMENTED       NGS
 RQ0514
 RQ0514                          STATION DESCRIPTION
 RQ0514
 RQ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0514'10.1 KM (6.3 MI) SE FROM SPIRITWOOD.
 RQ0514'8.2 KM (5.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0514'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0514'SPIRITWOOD, SET VERTICALLY IN THE WEST FACE OF THE WESTERNMOST ONE OF
 RQ0514'TWO PIERS IN THE SOUTHERNMOST SET OF THREE SETS OF CONCRETE PIERS
 RQ0514'SUPPORTING AN OVERPASS, 6.92 METERS (22.7 FT) SOUTH OF THE CENTERLINE
 RQ0514'OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RQ0514'THE MARK IS 1.5 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0649 ***********************************************************************
 RP0649  DESIGNATION -  H 497
 RP0649  PID         -  RP0649
 RP0649  STATE/COUNTY-  ND/CASS
 RP0649  USGS QUAD   -  TOWER CITY (1967)
 RP0649
 RP0649                         *CURRENT SURVEY CONTROL
 RP0649  ___________________________________________________________________
 RP0649* NAD 83(1996)-  46 54 29.03618(N)    097 40 02.79221(W)     ADJUSTED  
 RP0649* NAVD 88     -       355.822  (meters)    1167.39   (feet)  ADJUSTED  
 RP0649  ___________________________________________________________________
 RP0649  X           -    -582,442.624 (meters)                     COMP
 RP0649  Y           -  -4,326,352.273 (meters)                     COMP
 RP0649  Z           -   4,635,029.677 (meters)                     COMP
 RP0649  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 RP0649  ELLIP HEIGHT-         330.21  (meters)          (01/23/98) GPS OBS
 RP0649  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 RP0649  DYNAMIC HT  -         355.852 (meters)    1167.49  (feet)  COMP
 RP0649  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 RP0649
 RP0649  HORZ ORDER  -  THIRD
 RP0649  VERT ORDER  -  FIRST     CLASS II
 RP0649  ELLP ORDER  -  FOURTH    CLASS I
 RP0649
 RP0649.The horizontal coordinates were established by GPS observations
 RP0649.and adjusted by the National Geodetic Survey in January 1998..
 RP0649
 RP0649.The orthometric height was determined by differential leveling
 RP0649.and adjusted by the National Geodetic Survey in June 1991..
 RP0649
 RP0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0649
 RP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0649
 RP0649.The ellipsoidal height was determined by GPS observations
 RP0649.and is referenced to NAD 83.
 RP0649
 RP0649.The geoid height was determined by GEOID03.
 RP0649
 RP0649.The dynamic height is computed by dividing the NAVD 88
 RP0649.geopotential number by the normal gravity value computed on the
 RP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0649.degrees latitude (g = 980.6199 gals.).
 RP0649
 RP0649.The modeled gravity was interpolated from observed gravity values.
 RP0649
 RP0649;                    North         East     Units Scale Factor Converg.
 RP0649;SPC ND S     -   141,880.280   815,741.831   MT  0.99993667   +2 03 57.7
 RP0649;SPC ND S     -   465,486.48  2,676,318.34   iFT  0.99993667   +2 03 57.7
 RP0649;UTM  14      - 5,195,809.713   601,481.515   MT  0.99972658   +0 58 23.5
 RP0649
 RP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0649!SPC ND S     -   0.99994824  x   0.99993667  =   0.99988492
 RP0649!UTM  14      -   0.99994824  x   0.99972658  =   0.99967484
 RP0649
 RP0649                          SUPERSEDED SURVEY CONTROL
 RP0649
 RP0649  NAD 83(1986)-  46 54 29.04013(N)    097 40 02.79222(W) AD(       ) 3
 RP0649  NGVD 29 (02/12/91)  355.46   (m)         1166.2    (f) LEVELING    3  
 RP0649
 RP0649.Superseded values are not recommended for survey control.
 RP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0649.See file dsdata.txt to determine how the superseded data were derived.
 RP0649
 RP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0148295810(NAD 83)
 RP0649_MARKER: I = METAL ROD
 RP0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0649_SP_SET: STAINLESS STEEL ROD
 RP0649_STAMPING: H 497 1982
 RP0649_MARK LOGO: NGS   
 RP0649_PROJECTION: FLUSH
 RP0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0649+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1989
 RP0649_ROD/PIPE-DEPTH: 8.5  meters
 RP0649
 RP0649  HISTORY     - Date     Condition        Report By
 RP0649  HISTORY     - 1982     MONUMENTED       NGS
 RP0649  HISTORY     - 19881112 GOOD             NGS
 RP0649  HISTORY     - 19891003 GOOD
 RP0649
 RP0649                          STATION DESCRIPTION
 RP0649
 RP0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0649'1.6 KM (1.0 MI) EAST FROM TOWER CITY.
 RP0649'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RP0649'1.6 KM (1.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RP0649'THE TOWER CITY INTERCHANGE, SET AT THREE BRACED FENCE POST,
 RP0649'47.7 METERS (156.5 FT) SOUTHWEST OF THE CENTERLINE OF THE TWO
 RP0649'EASTBOUND LANES, 0.6 METER (2.0 FT) NORTH OF THE SOUTHEASTERNMOST ONE
 RP0649'OF THREE BRACED FENCE POST, AND 0.4 METER (1.5 FT) NORTHEAST OF A
 RP0649'RIGHT-OF-WAY FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RP0649'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RP0649
 RP0649                          STATION RECOVERY (1988)
 RP0649
 RP0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RP0649'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) EAST OF OF VALLEY
 RP0649'CITY, 2.1 KM (1.30 MI) SOUTHEAST OF TOWER CITY, 1.6 KM (1.00 MI)
 RP0649'SOUTHEAST OF THE INTERSTATE HIGHWAY 94 AND TOWER CITY INTERCHANGE
 RP0649'(EXIT 74), 1.1 KM (0.70 MI) SOUTHEAST OF INTERSTATE HIGHWAY 94 MILE
 RP0649'POST NUMBER 308.  OWNERSHIP---STATE OF NORTH DAKOTA.
 RP0649'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 94 AND TOWER CITY
 RP0649'INTERCHANGE (EXIT 74), ABOUT 0.48 KM (0.30 MI) SOUTH OF TOWER CITY, GO
 RP0649'SOUTHEAST ALONG INTERSTATE 94 FOR 1.6 KM (1.00 MI) TO THE STATION ON
 RP0649'THE RIGHT AT A SET OF WOODEN BRACE POLES IN THE RIGHT OF WAY
 RP0649'FENCELINE.
 RP0649'THE STATION MARK IS SET 47.7 M (156.5 FT) SOUTH-SOUTHWEST OF THE
 RP0649'CENTERLINE OF THE EASTBOUND LANES AND 0.15 M (0.5 FT) NORTH OF A
 RP0649'FIBERGLASS WITNESS POST AND FENCELINE.
 RP0649'ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 RP0649'DESCRIBED BY G.F.SMITH.
 RP0649
 RP0649                          STATION RECOVERY (1989)
 RP0649
 RP0649'RECOVERED 1989
 RP0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0699 ***********************************************************************
 RP0699  DESIGNATION -  H 498
 RP0699  PID         -  RP0699
 RP0699  STATE/COUNTY-  ND/CASS
 RP0699  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP0699
 RP0699                         *CURRENT SURVEY CONTROL
 RP0699  ___________________________________________________________________
 RP0699* NAD 83(1986)-  46 52 34.     (N)    096 56 49.     (W)     SCALED    
 RP0699* NAVD 88     -       274.364  (meters)     900.14   (feet)  ADJUSTED  
 RP0699  ___________________________________________________________________
 RP0699  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 RP0699  DYNAMIC HT  -         274.393 (meters)     900.24  (feet)  COMP
 RP0699  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 RP0699
 RP0699  VERT ORDER  -  FIRST     CLASS II
 RP0699
 RP0699.The horizontal coordinates were scaled from a topographic map and have
 RP0699.an estimated accuracy of +/- 6 seconds.
 RP0699
 RP0699.The orthometric height was determined by differential leveling
 RP0699.and adjusted by the National Geodetic Survey in June 1991..
 RP0699
 RP0699.The geoid height was determined by GEOID03.
 RP0699
 RP0699.The dynamic height is computed by dividing the NAVD 88
 RP0699.geopotential number by the normal gravity value computed on the
 RP0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0699.degrees latitude (g = 980.6199 gals.).
 RP0699
 RP0699.The modeled gravity was interpolated from observed gravity values.
 RP0699
 RP0699;                    North         East    Units  Estimated Accuracy
 RP0699;SPC ND S     -   140,560.      870,750.      MT  (+/- 180 meters Scaled)
 RP0699
 RP0699                          SUPERSEDED SURVEY CONTROL
 RP0699
 RP0699.No superseded survey control is available for this station.
 RP0699
 RP0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS564934(NAD 83)
 RP0699_MARKER: I = METAL ROD
 RP0699_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP0699_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP0699_STAMPING: H 498 1982
 RP0699_MARK LOGO: NGS   
 RP0699_PROJECTION: RECESSED 3 CENTIMETERS
 RP0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP0699+STABILITY: POSITION/ELEVATION WELL
 RP0699_ROD/PIPE-DEPTH: 21.9 meters
 RP0699_SLEEVE-DEPTH  : 10.6 meters
 RP0699
 RP0699  HISTORY     - Date     Condition        Report By
 RP0699  HISTORY     - 1982     MONUMENTED       NGS
 RP0699
 RP0699                          STATION DESCRIPTION
 RP0699
 RP0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0699'3.2 KM (2.0 MI) WEST FROM WEST FARGO.
 RP0699'SET IN THE MEDIAN OF INTERSTATE HIGHWAY 94 AT THE BUSINESS ROUTE
 RP0699'OVERPASS (EXIT 85) THAT LEADS TO WEST FARGO (U.S. HIGHWAY 10 AND 52
 RP0699'AND WEST MAIN AVENUE, ON THE WEST SIDE OF WEST FARGO), ALSO, ABOUT
 RP0699'3.1 KM (1.9 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE CROSSING
 RP0699'OVER THE SHEYENNE RIVER AT WEST FARGO, 11.28 METERS (37.0 FT)
 RP0699'SOUTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 WESTBOUND,
 RP0699'12.19 METERS (40.0 FT) NORTHEAST OF THE CENTERLINE OF INTERSTATE
 RP0699'HIGHWAY 94 EASTBOUND, 10.97 METERS (36.0 FT) NORTHWEST OF THE
 RP0699'NORTHWEST PIER OF THE OVERPASS SET IN THE MEDIAN, 1.22 METERS (4.0 FT)
 RP0699'NORTHWEST OF THE NORTHWEST END OF THE GUARD RAIL ON THE SOUTHWEST SIDE
 RP0699'OF INTERSTATE HIGHWAY 94 WESTBOUND, AND 1.83 METERS (6.0 FT) NORTHEAST
 RP0699'OF THE NORTHEAST GUARD RAIL OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RP0699'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 RP0699'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0698 ***********************************************************************
 RP0698  DESIGNATION -  H 499
 RP0698  PID         -  RP0698
 RP0698  STATE/COUNTY-  ND/CASS
 RP0698  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP0698
 RP0698                         *CURRENT SURVEY CONTROL
 RP0698  ___________________________________________________________________
 RP0698* NAD 83(1986)-  46 52 38.     (N)    096 58 10.     (W)     SCALED    
 RP0698* NAVD 88     -       276.931  (meters)     908.56   (feet)  ADJUSTED  
 RP0698  ___________________________________________________________________
 RP0698  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 RP0698  DYNAMIC HT  -         276.961 (meters)     908.66  (feet)  COMP
 RP0698  MODELED GRAV-     980,714.7   (mgal)                       NAVD 88
 RP0698
 RP0698  VERT ORDER  -  FIRST     CLASS II
 RP0698
 RP0698.The horizontal coordinates were scaled from a topographic map and have
 RP0698.an estimated accuracy of +/- 6 seconds.
 RP0698
 RP0698.The orthometric height was determined by differential leveling
 RP0698.and adjusted by the National Geodetic Survey in June 1991..
 RP0698
 RP0698.The geoid height was determined by GEOID03.
 RP0698
 RP0698.The dynamic height is computed by dividing the NAVD 88
 RP0698.geopotential number by the normal gravity value computed on the
 RP0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0698.degrees latitude (g = 980.6199 gals.).
 RP0698
 RP0698.The modeled gravity was interpolated from observed gravity values.
 RP0698
 RP0698;                    North         East    Units  Estimated Accuracy
 RP0698;SPC ND S     -   140,610.      869,030.      MT  (+/- 180 meters Scaled)
 RP0698
 RP0698                          SUPERSEDED SURVEY CONTROL
 RP0698
 RP0698.No superseded survey control is available for this station.
 RP0698
 RP0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS547935(NAD 83)
 RP0698_MARKER: DB = BENCH MARK DISK
 RP0698_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0698_SP_SET: CONCRETE PIER
 RP0698_STAMPING: H 499 1982
 RP0698_MARK LOGO: NGS   
 RP0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0698
 RP0698  HISTORY     - Date     Condition        Report By
 RP0698  HISTORY     - 1982     MONUMENTED       NGS
 RP0698
 RP0698                          STATION DESCRIPTION
 RP0698
 RP0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0698'4.8 KM (3.0 MI) WEST FROM WEST FARGO.
 RP0698'1.7 KM (1.05 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE BUSINESS
 RP0698'ROUTE OVERPASS (EXIT 85) THAT LEADS TO WEST FARGO (U.S. HIGHWAY 10 AND
 RP0698'52 AND WEST MAIN AVENUE, ON THE WEST SIDE OF WEST FARGO), AT THE
 RP0698'RAMOND OVERPASS (EXIT 84), SET VERTICALLY IN THE EAST FACE OF THE
 RP0698'EASTERNMOST ONE OF TWO PIERS ON THE SOUTH SIDE OF THE EASTBOUND LANES
 RP0698'OF INTERSTATE HIGHWAY 94, 7.92 METERS (26.0 FT) SOUTH OF THE
 RP0698'CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RP0698'THE MARK IS 1.5 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4281 ***********************************************************************
 DG4281  DESIGNATION -  H 499 RESET
 DG4281  PID         -  DG4281
 DG4281  STATE/COUNTY-  ND/CASS
 DG4281  USGS QUAD   -  WEST FARGO NORTH (1976)
 DG4281
 DG4281                         *CURRENT SURVEY CONTROL
 DG4281  ___________________________________________________________________
 DG4281* NAD 83(1986)-  46 52 38.     (N)    096 58 11.     (W)     SCALED    
 DG4281* NAVD 88     -       284.16   (meters)     932.3    (feet)  RESET     
 DG4281  ___________________________________________________________________
 DG4281  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DG4281
 DG4281  VERT ORDER  -  THIRD
 DG4281
 DG4281.The horizontal coordinates were scaled from a topographic map and have
 DG4281.an estimated accuracy of +/- 6 seconds.
 DG4281
 DG4281.The orthometric height was computed from unverified reset data.
 DG4281.No vertical observational check was made to the station.
 DG4281
 DG4281.The geoid height was determined by GEOID03.
 DG4281
 DG4281;                    North         East    Units  Estimated Accuracy
 DG4281;SPC ND S     -   140,610.      869,010.      MT  (+/- 180 meters Scaled)
 DG4281
 DG4281                          SUPERSEDED SURVEY CONTROL
 DG4281
 DG4281.No superseded survey control is available for this station.
 DG4281
 DG4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS547935(NAD 83)
 DG4281_MARKER: DV = VERTICAL CONTROL DISK
 DG4281_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG4281_SP_SET: BRIDGE WINGWALL
 DG4281_STAMPING: H 499 RESET 2003
 DG4281_MARK LOGO: NGS   
 DG4281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4281
 DG4281  HISTORY     - Date     Condition        Report By
 DG4281  HISTORY     - 2003     MONUMENTED       NDDT
 DG4281
 DG4281                          STATION DESCRIPTION
 DG4281
 DG4281'DESCRIBED BY NORTH DAKOTA DEPT TRANS 2003 (KR)
 DG4281'TO REACH THIS MONUMENT START AT THE RAILROAD TRACKS TO THE NORTH. YOU
 DG4281'WILL GO SOUTH APPROXIMATELY 1.2 MILE. MONUMENT IS LOCATED ON THE SOUTH
 DG4281'WEST WING WALL OF STRUCTURE. MONUMENT IS LOCATED ON THE SOUTH WEST
 DG4281'WINGWALL ON THE RAYMOND INTERCHANGE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1336 ***********************************************************************
 TF1336  DESIGNATION -  H 5
 TF1336  PID         -  TF1336
 TF1336  STATE/COUNTY-  ND/WARD
 TF1336  USGS QUAD   -  DONNYBROOK (1948)
 TF1336
 TF1336                         *CURRENT SURVEY CONTROL
 TF1336  ___________________________________________________________________
 TF1336* NAD 83(1986)-  48 30 36.     (N)    101 53 04.     (W)     SCALED    
 TF1336* NAVD 88     -       536.910  (meters)    1761.51   (feet)  ADJUSTED  
 TF1336  ___________________________________________________________________
 TF1336  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TF1336  DYNAMIC HT  -         537.011 (meters)    1761.84  (feet)  COMP
 TF1336  MODELED GRAV-     980,781.8   (mgal)                       NAVD 88
 TF1336
 TF1336  VERT ORDER  -  FIRST     CLASS II
 TF1336
 TF1336.The horizontal coordinates were scaled from a topographic map and have
 TF1336.an estimated accuracy of +/- 6 seconds.
 TF1336
 TF1336.The orthometric height was determined by differential leveling
 TF1336.and adjusted by the National Geodetic Survey in June 1991..
 TF1336
 TF1336.The geoid height was determined by GEOID03.
 TF1336
 TF1336.The dynamic height is computed by dividing the NAVD 88
 TF1336.geopotential number by the normal gravity value computed on the
 TF1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1336.degrees latitude (g = 980.6199 gals.).
 TF1336
 TF1336.The modeled gravity was interpolated from observed gravity values.
 TF1336
 TF1336;                    North         East    Units  Estimated Accuracy
 TF1336;SPC ND N     -   168,810.      497,720.      MT  (+/- 180 meters Scaled)
 TF1336
 TF1336                          SUPERSEDED SURVEY CONTROL
 TF1336
 TF1336  NGVD 29 (??/??/92)  536.512  (m)         1760.21   (f) ADJ UNCH    1 2
 TF1336
 TF1336.Superseded values are not recommended for survey control.
 TF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1336.See file dsdata.txt to determine how the superseded data were derived.
 TF1336
 TF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU869770(NAD 83)
 TF1336_MARKER: DB = BENCH MARK DISK
 TF1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1336_STAMPING: H5 ELEV. 1760.226 FT
 TF1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1336+STABILITY: SURFACE MOTION
 TF1336
 TF1336  HISTORY     - Date     Condition        Report By
 TF1336  HISTORY     - UNK      MONUMENTED       CGS
 TF1336  HISTORY     - 1963     GOOD             NGS
 TF1336
 TF1336                          STATION DESCRIPTION
 TF1336
 TF1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1336'IN DONNYBROOK.
 TF1336'AT DONNYBROOK, 429 FEET SOUTHEAST OF THE EAST CORNER OF THE SOO LINE
 TF1336'RAILROAD STATION, 142 1/2 FEET SOUTH OF AND ACROSS THE TRACKS FROM THE
 TF1336'SOUTH CORNER OF THE DONNYBROOK FARMERS GRAIN ELEVATOR, 48 FEET SOUTH
 TF1336'OF THE CENTER LINE OF MAIN STREET, 12 1/2 FEET SOUTHWEST OF THE
 TF1336'SOUTHWEST RAIL OF THE MAIN TRACK, 1.0 FOOT EAST OF A METAL WITNESS
 TF1336'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP
 TF1336'OF A CONCRETE POST WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0262 ***********************************************************************
 SO0262  DESIGNATION -  H 5 B 1
 SO0262  PID         -  SO0262
 SO0262  STATE/COUNTY-  ND/MOUNTRAIL
 SO0262  USGS QUAD   -  PARSHALL NE (1981)
 SO0262
 SO0262                         *CURRENT SURVEY CONTROL
 SO0262  ___________________________________________________________________
 SO0262* NAD 83(1986)-  47 53 37.     (N)    102 02 21.     (W)     SCALED    
 SO0262* NAVD 88     -       643.670  (meters)    2111.77   (feet)  ADJUSTED  
 SO0262  ___________________________________________________________________
 SO0262  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 SO0262  DYNAMIC HT  -         643.758 (meters)    2112.06  (feet)  COMP
 SO0262  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 SO0262
 SO0262  VERT ORDER  -  SECOND    CLASS 0
 SO0262
 SO0262.The horizontal coordinates were scaled from a topographic map and have
 SO0262.an estimated accuracy of +/- 6 seconds.
 SO0262
 SO0262.The orthometric height was determined by differential leveling
 SO0262.and adjusted by the National Geodetic Survey in June 1991..
 SO0262
 SO0262.The geoid height was determined by GEOID03.
 SO0262
 SO0262.The dynamic height is computed by dividing the NAVD 88
 SO0262.geopotential number by the normal gravity value computed on the
 SO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0262.degrees latitude (g = 980.6199 gals.).
 SO0262
 SO0262.The modeled gravity was interpolated from observed gravity values.
 SO0262
 SO0262;                    North         East    Units  Estimated Accuracy
 SO0262;SPC ND N     -   100,500.      484,920.      MT  (+/- 180 meters Scaled)
 SO0262
 SO0262                          SUPERSEDED SURVEY CONTROL
 SO0262
 SO0262  NGVD 29 (??/??/92)  643.25   (m)         2110.4    (f) COMPUTED    2 0
 SO0262
 SO0262.Superseded values are not recommended for survey control.
 SO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0262.See file dsdata.txt to determine how the superseded data were derived.
 SO0262
 SO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP213087(NAD 83)
 SO0262_MARKER: DD = SURVEY DISK
 SO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0262+STABILITY: SURFACE MOTION
 SO0262
 SO0262  HISTORY     - Date     Condition        Report By
 SO0262  HISTORY     - UNK      MONUMENTED       DOD
 SO0262  HISTORY     - 1962     GOOD             NGS
 SO0262
 SO0262                          STATION DESCRIPTION
 SO0262
 SO0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0262'8.7 MI SE FROM PARSHALL.
 SO0262'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0262'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.0
 SO0262'MILES EAST ALONG A TRACK ROAD, THENCE 0.3 MILE NORTHEAST ACROSS A
 SO0262'FIELD, ABOUT 0.3 MILE NORTH OF SITE H 5, A 1 1/2 X 4 FOOT CONCRETE
 SO0262'PEDESTAL WITH TRIBRACH.  NOTE--CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0261 ***********************************************************************
 SO0261  DESIGNATION -  H 5 B 2
 SO0261  PID         -  SO0261
 SO0261  STATE/COUNTY-  ND/MOUNTRAIL
 SO0261  USGS QUAD   -  PARSHALL NE (1981)
 SO0261
 SO0261                         *CURRENT SURVEY CONTROL
 SO0261  ___________________________________________________________________
 SO0261* NAD 83(1986)-  47 53 24.     (N)    102 02 15.     (W)     SCALED    
 SO0261* NAVD 88     -       645.266  (meters)    2117.01   (feet)  ADJUSTED  
 SO0261  ___________________________________________________________________
 SO0261  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 SO0261  DYNAMIC HT  -         645.354 (meters)    2117.30  (feet)  COMP
 SO0261  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 SO0261
 SO0261  VERT ORDER  -  SECOND    CLASS 0
 SO0261
 SO0261.The horizontal coordinates were scaled from a topographic map and have
 SO0261.an estimated accuracy of +/- 6 seconds.
 SO0261
 SO0261.The orthometric height was determined by differential leveling
 SO0261.and adjusted by the National Geodetic Survey in June 1991..
 SO0261
 SO0261.The geoid height was determined by GEOID03.
 SO0261
 SO0261.The dynamic height is computed by dividing the NAVD 88
 SO0261.geopotential number by the normal gravity value computed on the
 SO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0261.degrees latitude (g = 980.6199 gals.).
 SO0261
 SO0261.The modeled gravity was interpolated from observed gravity values.
 SO0261
 SO0261;                    North         East    Units  Estimated Accuracy
 SO0261;SPC ND N     -   100,100.      485,030.      MT  (+/- 180 meters Scaled)
 SO0261
 SO0261                          SUPERSEDED SURVEY CONTROL
 SO0261
 SO0261  NGVD 29 (??/??/92)  644.84   (m)         2115.6    (f) COMPUTED    2 0
 SO0261
 SO0261.Superseded values are not recommended for survey control.
 SO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0261.See file dsdata.txt to determine how the superseded data were derived.
 SO0261
 SO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP214083(NAD 83)
 SO0261_MARKER: DD = SURVEY DISK
 SO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0261+STABILITY: SURFACE MOTION
 SO0261
 SO0261  HISTORY     - Date     Condition        Report By
 SO0261  HISTORY     - UNK      MONUMENTED       DOD
 SO0261  HISTORY     - 1962     GOOD             NGS
 SO0261
 SO0261                          STATION DESCRIPTION
 SO0261
 SO0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0261'8.7 MI SE FROM PARSHALL.
 SO0261'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0261'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.3
 SO0261'MILES EAST ALONG A TRACK ROAD, 0.3 MILE EAST OF A ROAD INTERSECTION,
 SO0261'ON THE CREST OF A SMALL RIDGE, 1030 FEET EAST OF SITE H 5, 224 FEET
 SO0261'SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF
 SO0261'THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE--
 SO0261'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0267 ***********************************************************************
 SO0267  DESIGNATION -  H 5 Z
 SO0267  PID         -  SO0267
 SO0267  STATE/COUNTY-  ND/MOUNTRAIL
 SO0267  USGS QUAD   -  PARSHALL NE (1981)
 SO0267
 SO0267                         *CURRENT SURVEY CONTROL
 SO0267  ___________________________________________________________________
 SO0267* NAD 83(1986)-  47 53 17.     (N)    102 02 36.     (W)     SCALED    
 SO0267* NAVD 88     -       646.397  (meters)    2120.72   (feet)  ADJUSTED  
 SO0267  ___________________________________________________________________
 SO0267  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 SO0267  DYNAMIC HT  -         646.485 (meters)    2121.01  (feet)  COMP
 SO0267  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SO0267
 SO0267  VERT ORDER  -  SECOND    CLASS 0
 SO0267
 SO0267.The horizontal coordinates were scaled from a topographic map and have
 SO0267.an estimated accuracy of +/- 6 seconds.
 SO0267
 SO0267.The orthometric height was determined by differential leveling
 SO0267.and adjusted by the National Geodetic Survey in June 1991..
 SO0267
 SO0267.The geoid height was determined by GEOID03.
 SO0267
 SO0267.The dynamic height is computed by dividing the NAVD 88
 SO0267.geopotential number by the normal gravity value computed on the
 SO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0267.degrees latitude (g = 980.6199 gals.).
 SO0267
 SO0267.The modeled gravity was interpolated from observed gravity values.
 SO0267
 SO0267;                    North         East    Units  Estimated Accuracy
 SO0267;SPC ND N     -    99,890.      484,590.      MT  (+/- 180 meters Scaled)
 SO0267
 SO0267                          SUPERSEDED SURVEY CONTROL
 SO0267
 SO0267  NGVD 29 (??/??/92)  645.97   (m)         2119.3    (f) COMPUTED    2 0
 SO0267
 SO0267.Superseded values are not recommended for survey control.
 SO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0267.See file dsdata.txt to determine how the superseded data were derived.
 SO0267
 SO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP210080(NAD 83)
 SO0267_MARKER: DS = TRIANGULATION STATION DISK
 SO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0267_STAMPING: H 5 Z 1962
 SO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0267+STABILITY: SURFACE MOTION
 SO0267
 SO0267  HISTORY     - Date     Condition        Report By
 SO0267  HISTORY     - 1962     MONUMENTED       CGS
 SO0267
 SO0267                          STATION DESCRIPTION
 SO0267
 SO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0267'8.6 MI SE FROM PARSHALL.
 SO0267'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0267'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.0
 SO0267'MILES EAST ALONG A TRACK ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED
 SO0267'ROAD, ON THE CREST OF A SMALL HILL, ACROSS THE ROAD FROM AN ABANDONED
 SO0267'FARMHOUSE, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH
 SO0267'OF R.M. 2, 34 FEET SOUTH OF R.M. 1, 7 FEET SOUTHWEST OF A WITNESS
 SO0267'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0267'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0266 ***********************************************************************
 SO0266  DESIGNATION -  H 5 Z RM 1
 SO0266  PID         -  SO0266
 SO0266  STATE/COUNTY-  ND/MOUNTRAIL
 SO0266  USGS QUAD   -  PARSHALL NE (1981)
 SO0266
 SO0266                         *CURRENT SURVEY CONTROL
 SO0266  ___________________________________________________________________
 SO0266* NAD 83(1986)-  47 53 17.     (N)    102 02 36.     (W)     SCALED    
 SO0266* NAVD 88     -       646.054  (meters)    2119.60   (feet)  ADJUSTED  
 SO0266  ___________________________________________________________________
 SO0266  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 SO0266  DYNAMIC HT  -         646.141 (meters)    2119.88  (feet)  COMP
 SO0266  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SO0266
 SO0266  VERT ORDER  -  SECOND    CLASS 0
 SO0266
 SO0266.The horizontal coordinates were scaled from a topographic map and have
 SO0266.an estimated accuracy of +/- 6 seconds.
 SO0266
 SO0266.The orthometric height was determined by differential leveling
 SO0266.and adjusted by the National Geodetic Survey in June 1991..
 SO0266
 SO0266.The geoid height was determined by GEOID03.
 SO0266
 SO0266.The dynamic height is computed by dividing the NAVD 88
 SO0266.geopotential number by the normal gravity value computed on the
 SO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0266.degrees latitude (g = 980.6199 gals.).
 SO0266
 SO0266.The modeled gravity was interpolated from observed gravity values.
 SO0266
 SO0266;                    North         East    Units  Estimated Accuracy
 SO0266;SPC ND N     -    99,890.      484,590.      MT  (+/- 180 meters Scaled)
 SO0266
 SO0266                          SUPERSEDED SURVEY CONTROL
 SO0266
 SO0266  NGVD 29 (??/??/92)  645.63   (m)         2118.2    (f) COMPUTED    2 0
 SO0266
 SO0266.Superseded values are not recommended for survey control.
 SO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0266.See file dsdata.txt to determine how the superseded data were derived.
 SO0266
 SO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP210080(NAD 83)
 SO0266_MARKER: DR = REFERENCE MARK DISK
 SO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0266_STAMPING: H 5 Z NO 1 1962
 SO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0266+STABILITY: SURFACE MOTION
 SO0266
 SO0266  HISTORY     - Date     Condition        Report By
 SO0266  HISTORY     - 1962     MONUMENTED       CGS
 SO0266
 SO0266                          STATION DESCRIPTION
 SO0266
 SO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0266'8.6 MI SE FROM PARSHALL.
 SO0266'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0266'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.0
 SO0266'MILES EAST ALONG A TRACK ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED
 SO0266'ROAD, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 79.0 FEET NORTH OF
 SO0266'R.M. 2, 34.0 FEET NORTH OF H 5 Z 1962, AND SET IN THE TOP OF A
 SO0266'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0268 ***********************************************************************
 SO0268  DESIGNATION -  H 5 Z RM 2
 SO0268  PID         -  SO0268
 SO0268  STATE/COUNTY-  ND/MOUNTRAIL
 SO0268  USGS QUAD   -  PARSHALL NE (1981)
 SO0268
 SO0268                         *CURRENT SURVEY CONTROL
 SO0268  ___________________________________________________________________
 SO0268* NAD 83(1986)-  47 53 17.     (N)    102 02 37.     (W)     SCALED    
 SO0268* NAVD 88     -       646.302  (meters)    2120.41   (feet)  ADJUSTED  
 SO0268  ___________________________________________________________________
 SO0268  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 SO0268  DYNAMIC HT  -         646.390 (meters)    2120.70  (feet)  COMP
 SO0268  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SO0268
 SO0268  VERT ORDER  -  SECOND    CLASS 0
 SO0268
 SO0268.The horizontal coordinates were scaled from a topographic map and have
 SO0268.an estimated accuracy of +/- 6 seconds.
 SO0268
 SO0268.The orthometric height was determined by differential leveling
 SO0268.and adjusted by the National Geodetic Survey in June 1991..
 SO0268
 SO0268.The geoid height was determined by GEOID03.
 SO0268
 SO0268.The dynamic height is computed by dividing the NAVD 88
 SO0268.geopotential number by the normal gravity value computed on the
 SO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0268.degrees latitude (g = 980.6199 gals.).
 SO0268
 SO0268.The modeled gravity was interpolated from observed gravity values.
 SO0268
 SO0268;                    North         East    Units  Estimated Accuracy
 SO0268;SPC ND N     -    99,890.      484,570.      MT  (+/- 180 meters Scaled)
 SO0268
 SO0268                          SUPERSEDED SURVEY CONTROL
 SO0268
 SO0268  NGVD 29 (??/??/92)  645.88   (m)         2119.0    (f) COMPUTED    2 0
 SO0268
 SO0268.Superseded values are not recommended for survey control.
 SO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0268.See file dsdata.txt to determine how the superseded data were derived.
 SO0268
 SO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP210080(NAD 83)
 SO0268_MARKER: DR = REFERENCE MARK DISK
 SO0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0268_STAMPING: H 5 Z NO 2 1962
 SO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0268+STABILITY: SURFACE MOTION
 SO0268
 SO0268  HISTORY     - Date     Condition        Report By
 SO0268  HISTORY     - 1962     MONUMENTED       CGS
 SO0268
 SO0268                          STATION DESCRIPTION
 SO0268
 SO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0268'8.6 MI SE FROM PARSHALL.
 SO0268'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0268'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.0
 SO0268'MILES EAST ALONG A TRACK ROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED
 SO0268'ROAD, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 79.0 FEET SOUTH OF
 SO0268'R.M. 1, 45.0 FEET SOUTH OF THE STATION H 5 Z 1962, AND SET IN THE TOP
 SO0268'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0474 ***********************************************************************
 SL0474  DESIGNATION -  H 50
 SL0474  PID         -  SL0474
 SL0474  STATE/COUNTY-  ND/CASS
 SL0474  USGS QUAD   -  ARTHUR (1967)
 SL0474
 SL0474                         *CURRENT SURVEY CONTROL
 SL0474  ___________________________________________________________________
 SL0474* NAD 83(1986)-  47 05 54.     (N)    097 13 06.     (W)     SCALED    
 SL0474* NAVD 88     -       301.166  (meters)     988.08   (feet)  ADJUSTED  
 SL0474  ___________________________________________________________________
 SL0474  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 SL0474  DYNAMIC HT  -         301.198 (meters)     988.18  (feet)  COMP
 SL0474  MODELED GRAV-     980,713.4   (mgal)                       NAVD 88
 SL0474
 SL0474  VERT ORDER  -  SECOND    CLASS 0
 SL0474
 SL0474.The horizontal coordinates were scaled from a topographic map and have
 SL0474.an estimated accuracy of +/- 6 seconds.
 SL0474
 SL0474.The orthometric height was determined by differential leveling
 SL0474.and adjusted by the National Geodetic Survey in June 1991..
 SL0474
 SL0474.The geoid height was determined by GEOID03.
 SL0474
 SL0474.The dynamic height is computed by dividing the NAVD 88
 SL0474.geopotential number by the normal gravity value computed on the
 SL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0474.degrees latitude (g = 980.6199 gals.).
 SL0474
 SL0474.The modeled gravity was interpolated from observed gravity values.
 SL0474
 SL0474;                    North         East    Units  Estimated Accuracy
 SL0474;SPC ND S     -   164,340.      849,050.      MT  (+/- 180 meters Scaled)
 SL0474
 SL0474                          SUPERSEDED SURVEY CONTROL
 SL0474
 SL0474  NGVD 29 (??/??/92)  300.840  (m)          987.01   (f) ADJ UNCH    2 0
 SL0474
 SL0474.Superseded values are not recommended for survey control.
 SL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0474.See file dsdata.txt to determine how the superseded data were derived.
 SL0474
 SL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT352176(NAD 83)
 SL0474_MARKER: DB = BENCH MARK DISK
 SL0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0474_SP_SET: CULVERT
 SL0474_STAMPING: H-50 -- 1934
 SL0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0474
 SL0474  HISTORY     - Date     Condition        Report By
 SL0474  HISTORY     - 1934     MONUMENTED       CGS
 SL0474  HISTORY     - 1967     GOOD             USAF
 SL0474
 SL0474                          STATION DESCRIPTION
 SL0474
 SL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0474'IN ARTHUR.
 SL0474'531 YARDS SOUTH OF THE RAILWAY STATION.  0.3 OF MILE NORTH OF MILE
 SL0474'POST 69.  64 FT. EAST OF CENTERLINE OF STATE HY. NO. 18.  14.2 FT.
 SL0474'WEST OF WEST RAIL OF TRACK.  STANDARD TABLET SET IN THE TOP OF THE
 SL0474'NORTH END OF WEST HEADWALL OF A 4 X 6 FT. CONCRETE CULVERT.  NOTE--
 SL0474'N.D. HWY 18 HAS BEEN RELOCATED AND IS NOW EAST OF THE RAILROAD.  THE
 SL0474'FORMER HIGHWAY HAS DETERIORATED TO A LITTLE USED COUNTY ROAD.
 SL0474
 SL0474                          STATION RECOVERY (1967)
 SL0474
 SL0474'RECOVERY NOTE BY US AIR FORCE 1967
 SL0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0729 ***********************************************************************
 RR0729  DESIGNATION -  H 501
 RR0729  PID         -  RR0729
 RR0729  STATE/COUNTY-  ND/MORTON
 RR0729  USGS QUAD   -  ALMONT EAST (1980)
 RR0729
 RR0729                         *CURRENT SURVEY CONTROL
 RR0729  ___________________________________________________________________
 RR0729* NAD 83(1986)-  46 43 13.     (N)    101 22 59.     (W)     SCALED    
 RR0729* NAVD 88     -       664.705  (meters)    2180.79   (feet)  ADJUSTED  
 RR0729  ___________________________________________________________________
 RR0729  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 RR0729  DYNAMIC HT  -         664.700 (meters)    2180.77  (feet)  COMP
 RR0729  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 RR0729
 RR0729  VERT ORDER  -  FIRST     CLASS II
 RR0729
 RR0729.The horizontal coordinates were scaled from a topographic map and have
 RR0729.an estimated accuracy of +/- 6 seconds.
 RR0729
 RR0729.The orthometric height was determined by differential leveling
 RR0729.and adjusted by the National Geodetic Survey in June 1991..
 RR0729
 RR0729.The geoid height was determined by GEOID03.
 RR0729
 RR0729.The dynamic height is computed by dividing the NAVD 88
 RR0729.geopotential number by the normal gravity value computed on the
 RR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0729.degrees latitude (g = 980.6199 gals.).
 RR0729
 RR0729.The modeled gravity was interpolated from observed gravity values.
 RR0729
 RR0729;                    North         East    Units  Estimated Accuracy
 RR0729;SPC ND S     -   117,500.      532,490.      MT  (+/- 180 meters Scaled)
 RR0729
 RR0729                          SUPERSEDED SURVEY CONTROL
 RR0729
 RR0729.No superseded survey control is available for this station.
 RR0729
 RR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS178768(NAD 83)
 RR0729_MARKER: I = METAL ROD
 RR0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0729_SP_SET: STAINLESS STEEL ROD
 RR0729_STAMPING: H 501 1985
 RR0729_MARK LOGO: NGS   
 RR0729_PROJECTION: FLUSH
 RR0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0729_ROD/PIPE-DEPTH: 6.1  meters
 RR0729
 RR0729  HISTORY     - Date     Condition        Report By
 RR0729  HISTORY     - 1985     MONUMENTED       NGS
 RR0729
 RR0729                          STATION DESCRIPTION
 RR0729
 RR0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0729'15.2 KM (9.45 MI) SOUTH FROM NEW SALEM.
 RR0729'15.2 KM (9.45 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0729'COUNTY ROAD 139 AT NEW SALEM, AT A HIGH TENSION POWER LINE CROSSING,
 RR0729'13.1 METERS (43 FT) EAST OF THE CENTER OF THE ROAD AND 23.5 METERS (77
 RR0729'FT) NORTH OF THE CENTER OF A IRON GATE AND THE OVER HEAD HIGH TENSION
 RR0729'POWER LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RR0729'CAP.
 RR0729'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RR0729'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0753 ***********************************************************************
 RR0753  FBN         -  This is a Federal Base Network Control Station.
 RR0753  DESIGNATION -  H 502
 RR0753  PID         -  RR0753
 RR0753  STATE/COUNTY-  ND/GRANT
 RR0753  USGS QUAD   -  RALEIGH (1980)
 RR0753
 RR0753                         *CURRENT SURVEY CONTROL
 RR0753  ___________________________________________________________________
 RR0753* NAD 83(1996)-  46 15 15.86929(N)    101 20 00.57743(W)     ADJUSTED  
 RR0753* NAVD 88     -       701.239  (meters)    2300.65   (feet)  ADJUSTED  
 RR0753  ___________________________________________________________________
 RR0753  X           -    -868,302.219 (meters)                     COMP
 RR0753  Y           -  -4,332,246.464 (meters)                     COMP
 RR0753  Z           -   4,585,338.101 (meters)                     COMP
 RR0753  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 RR0753  ELLIP HEIGHT-         680.96  (meters)          (04/07/03) GPS OBS
 RR0753  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 RR0753  DYNAMIC HT  -         701.204 (meters)    2300.53  (feet)  COMP
 RR0753  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 RR0753
 RR0753  HORZ ORDER  -  B
 RR0753  VERT ORDER  -  FIRST     CLASS II
 RR0753  ELLP ORDER  -  THIRD     CLASS II
 RR0753
 RR0753.The horizontal coordinates were established by GPS observations
 RR0753.and adjusted by the National Geodetic Survey in August 1997..
 RR0753
 RR0753.The orthometric height was determined by differential leveling
 RR0753.and adjusted by the National Geodetic Survey in June 1991..
 RR0753
 RR0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0753
 RR0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0753
 RR0753.The ellipsoidal height was determined by GPS observations
 RR0753.and is referenced to NAD 83.
 RR0753
 RR0753.The geoid height was determined by GEOID03.
 RR0753
 RR0753.The dynamic height is computed by dividing the NAVD 88
 RR0753.geopotential number by the normal gravity value computed on the
 RR0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0753.degrees latitude (g = 980.6199 gals.).
 RR0753
 RR0753.The modeled gravity was interpolated from observed gravity values.
 RR0753
 RR0753;                    North         East     Units Scale Factor Converg.
 RR0753;SPC ND S     -    65,672.367   535,733.431   MT  0.99998679   -0 36 28.6
 RR0753;SPC ND S     -   215,460.52  1,757,655.61   iFT  0.99998679   -0 36 28.6
 RR0753;UTM  14      - 5,124,961.190   320,144.199   MT  0.99999766   -1 41 10.3
 RR0753
 RR0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0753!SPC ND S     -   0.99989326  x   0.99998679  =   0.99988005
 RR0753!UTM  14      -   0.99989326  x   0.99999766  =   0.99989092
 RR0753
 RR0753                          SUPERSEDED SURVEY CONTROL
 RR0753
 RR0753  ELLIP H (08/29/97)  681.03   (m)                       GP(       ) 3 2
 RR0753  NAVD 88 (08/29/97)  701.24   (m)         2300.7    (f) LEVELING    3  
 RR0753
 RR0753.Superseded values are not recommended for survey control.
 RR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0753.See file dsdata.txt to determine how the superseded data were derived.
 RR0753
 RR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2014424961(NAD 83)
 RR0753_MARKER: I = METAL ROD
 RR0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0753_SP_SET: STAINLESS STEEL ROD
 RR0753_STAMPING: H 502 1985
 RR0753_MARK LOGO: NGS   
 RR0753_PROJECTION: FLUSH
 RR0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0753+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2002
 RR0753_ROD/PIPE-DEPTH: 3.4  meters
 RR0753
 RR0753  HISTORY     - Date     Condition        Report By
 RR0753  HISTORY     - 1985     MONUMENTED       NGS
 RR0753  HISTORY     - 19960730 GOOD             NGS
 RR0753  HISTORY     - 20020517 GOOD             NGS
 RR0753
 RR0753                          STATION DESCRIPTION
 RR0753
 RR0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0753'12.5 KM (7.75 MI) SOUTH FROM RALEIGH.
 RR0753'12.5 KM (7.75 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0753'STREET AT RALEIGH, NEAR A WIRE GATE, 0.6 KM (0.4 MI) SOUTH OF MILEPOST
 RR0753'22, 29.6 METERS (97 FT) EAST OF THE HIGHWAY CENTERLINE, 15.5 METERS
 RR0753'(51 FT) EAST OF THE NORTH END OF A 18-INCH PIPE CULVERT AND 10.7
 RR0753'METERS (35 FT) NORTH OF THE CENTER OF THE WIRE GATE.  NOTE--ACCESS TO
 RR0753'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0753'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RR0753'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RR0753
 RR0753                          STATION RECOVERY (1996)
 RR0753
 RR0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RR0753'THE STATION IS LOCATED ABOUT 12.2 KM (7.60 MI) SOUTH OF RALEIGH, ON
 RR0753'THE SOUTH FACE OF A HILL, NEAR A WIRE GATE AND ON THE ROAD
 RR0753'RIGHT-OF-WAY ABOUT 0.56 KM (0.35 MI) SOUTH OF MILEPOST 22. OWNERSHIP
 RR0753'-- NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 RR0753'JUNCTION OF STATE HIGHWAYS 31 AND 21 ABOUT 10 KM (6.20 MI) NORTH OF
 RR0753'RALEIGH, GO SOUTH ON HIGHWAY 31 FOR 9.66 KM (6.00 MI) TO THE PAVED
 RR0753'JUNCTION OF MAIN STREET OF RALEIGH ON THE RIGHT.  CONTINUE SOUTHERLY
 RR0753'ON HIGHWAY 31 FOR 9.1 KM (5.65 MI) TO A PAVED ROAD RIGHT LEADING TO
 RR0753'THE ST. GERTRUDES CEMETERY.  CONTINUE SOUTHERLY ON HIGHWAY 31 FOR 3.14
 RR0753'KM (1.95 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE
 RR0753'TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH
 RR0753'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 RR0753'29.6 M (97.1 FT) EAST OF AND ABOUT 2 M (6.6 FT) LOWER THAN THE HIGHWAY
 RR0753'CENTER, 15.7 M (51.5 FT) EAST OF THE NORTH END OF A 18-INCH PIPE
 RR0753'CULVERT, 10.7 M (35.1 FT) NORTH OF THE CENTER OF A WIRE GATE, 6.1 M
 RR0753'(20.0 FT) NORTH OF THE NORTH GATE POST, 0.2 M (0.7 FT) SOUTH-SOUTHWEST
 RR0753'OF A FIBERGLASS WITNESS POST, AND 0.15 M (0.49 FT) WEST OF A FENCE.
 RR0753'DESCRIBED BY D.G. AUG
 RR0753
 RR0753                          STATION RECOVERY (2002)
 RR0753
 RR0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RR0753'RECOVERED AS DESCRIBED.
 RR0753'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1195 ***********************************************************************
 RP1195  DESIGNATION -  H 504
 RP1195  PID         -  RP1195
 RP1195  STATE/COUNTY-  ND/RICHLAND
 RP1195  USGS QUAD   -  HANKINSON SE (1979)
 RP1195
 RP1195                         *CURRENT SURVEY CONTROL
 RP1195  ___________________________________________________________________
 RP1195* NAD 83(1986)-  46 03 07.     (N)    096 48 17.     (W)     SCALED    
 RP1195* NAVD 88     -       310.177  (meters)    1017.64   (feet)  ADJUSTED  
 RP1195  ___________________________________________________________________
 RP1195  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP1195  DYNAMIC HT  -         310.178 (meters)    1017.64  (feet)  COMP
 RP1195  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 RP1195
 RP1195  VERT ORDER  -  FIRST     CLASS II
 RP1195
 RP1195.The horizontal coordinates were scaled from a topographic map and have
 RP1195.an estimated accuracy of +/- 6 seconds.
 RP1195
 RP1195.The orthometric height was determined by differential leveling
 RP1195.and adjusted by the National Geodetic Survey in June 1991..
 RP1195
 RP1195.The geoid height was determined by GEOID03.
 RP1195
 RP1195.The dynamic height is computed by dividing the NAVD 88
 RP1195.geopotential number by the normal gravity value computed on the
 RP1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1195.degrees latitude (g = 980.6199 gals.).
 RP1195
 RP1195.The modeled gravity was interpolated from observed gravity values.
 RP1195
 RP1195;                    North         East    Units  Estimated Accuracy
 RP1195;SPC ND S     -    49,550.      885,880.      MT  (+/- 180 meters Scaled)
 RP1195
 RP1195                          SUPERSEDED SURVEY CONTROL
 RP1195
 RP1195.No superseded survey control is available for this station.
 RP1195
 RP1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS698021(NAD 83)
 RP1195_MARKER: I = METAL ROD
 RP1195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1195_SP_SET: STAINLESS STEEL ROD
 RP1195_STAMPING: H 504 1990
 RP1195_MARK LOGO: NGS   
 RP1195_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1195_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1195+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1195_ROD/PIPE-DEPTH: 21.7 meters
 RP1195
 RP1195  HISTORY     - Date     Condition        Report By
 RP1195  HISTORY     - 1990     MONUMENTED       NGS
 RP1195
 RP1195                          STATION DESCRIPTION
 RP1195
 RP1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1195'7.2 KM (4.5 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1195'COUNTY ROAD 1 IN HANKINSON, 52.8 M (173.2 FT) NORTH OF THE HIGHWAY
 RP1195'CENTERLINE, 13.4 M (44.0 FT) WEST OF THE CENTERLINE OF A COUNTY ROAD,
 RP1195'0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 RP1195'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 RP1195'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1171 ***********************************************************************
 RP1171  DESIGNATION -  H 505
 RP1171  PID         -  RP1171
 RP1171  STATE/COUNTY-  ND/RICHLAND
 RP1171  USGS QUAD   -  DWIGHT (1979)
 RP1171
 RP1171                         *CURRENT SURVEY CONTROL
 RP1171  ___________________________________________________________________
 RP1171* NAD 83(1986)-  46 19 37.     (N)    096 44 12.     (W)     SCALED    
 RP1171* NAVD 88     -       289.288  (meters)     949.11   (feet)  ADJUSTED  
 RP1171  ___________________________________________________________________
 RP1171  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RP1171  DYNAMIC HT  -         289.296 (meters)     949.13  (feet)  COMP
 RP1171  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RP1171
 RP1171  VERT ORDER  -  FIRST     CLASS II
 RP1171
 RP1171.The horizontal coordinates were scaled from a topographic map and have
 RP1171.an estimated accuracy of +/- 6 seconds.
 RP1171
 RP1171.The orthometric height was determined by differential leveling
 RP1171.and adjusted by the National Geodetic Survey in June 1991..
 RP1171
 RP1171.The geoid height was determined by GEOID03.
 RP1171
 RP1171.The dynamic height is computed by dividing the NAVD 88
 RP1171.geopotential number by the normal gravity value computed on the
 RP1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1171.degrees latitude (g = 980.6199 gals.).
 RP1171
 RP1171.The modeled gravity was interpolated from observed gravity values.
 RP1171
 RP1171;                    North         East    Units  Estimated Accuracy
 RP1171;SPC ND S     -    80,330.      889,680.      MT  (+/- 180 meters Scaled)
 RP1171
 RP1171                          SUPERSEDED SURVEY CONTROL
 RP1171
 RP1171.No superseded survey control is available for this station.
 RP1171
 RP1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS742328(NAD 83)
 RP1171_MARKER: I = METAL ROD
 RP1171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1171_SP_SET: STAINLESS STEEL ROD
 RP1171_STAMPING: H 505 1990
 RP1171_MARK LOGO: NGS   
 RP1171_PROJECTION: PROJECTING 3 CENTIMETERS
 RP1171_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1171+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1171_ROD/PIPE-DEPTH: 16.9 meters
 RP1171
 RP1171  HISTORY     - Date     Condition        Report By
 RP1171  HISTORY     - 1990     MONUMENTED       NGS
 RP1171
 RP1171                          STATION DESCRIPTION
 RP1171
 RP1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1171'9.9 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 RP1171'STATE HIGHWAY 127 IN WAHPETON, THENCE 7.7 KM (4.8 MI) NORTHERLY ALONG
 RP1171'COUNTY ROAD 81, 19.8 M (65.0 FT) EAST OF THE ROAD CENTERLINE, 3.2 M
 RP1171'(10.5 FT) WEST OF THE WEST LEG OF DOUBLE UTILITY POLE NUMBER 324, AND
 RP1171'2.7 M (8.9 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 RP1171'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1146 ***********************************************************************
 RP1146  DESIGNATION -  H 506
 RP1146  PID         -  RP1146
 RP1146  STATE/COUNTY-  ND/CASS
 RP1146  USGS QUAD   -  FARGO SOUTH (1993)
 RP1146
 RP1146                         *CURRENT SURVEY CONTROL
 RP1146  ___________________________________________________________________
 RP1146* NAD 83(1986)-  46 45 15.     (N)    096 47 52.     (W)     SCALED    
 RP1146* NAVD 88     -       276.030  (meters)     905.61   (feet)  ADJUSTED  
 RP1146  ___________________________________________________________________
 RP1146  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RP1146  DYNAMIC HT  -         276.051 (meters)     905.68  (feet)  COMP
 RP1146  MODELED GRAV-     980,680.7   (mgal)                       NAVD 88
 RP1146
 RP1146  VERT ORDER  -  FIRST     CLASS II
 RP1146
 RP1146.The horizontal coordinates were scaled from a topographic map and have
 RP1146.an estimated accuracy of +/- 6 seconds.
 RP1146
 RP1146.The orthometric height was determined by differential leveling
 RP1146.and adjusted by the National Geodetic Survey in June 1991..
 RP1146
 RP1146.The geoid height was determined by GEOID03.
 RP1146
 RP1146.The dynamic height is computed by dividing the NAVD 88
 RP1146.geopotential number by the normal gravity value computed on the
 RP1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1146.degrees latitude (g = 980.6199 gals.).
 RP1146
 RP1146.The modeled gravity was interpolated from observed gravity values.
 RP1146
 RP1146;                    North         East    Units  Estimated Accuracy
 RP1146;SPC ND S     -   127,550.      882,740.      MT  (+/- 180 meters Scaled)
 RP1146
 RP1146                          SUPERSEDED SURVEY CONTROL
 RP1146
 RP1146.No superseded survey control is available for this station.
 RP1146
 RP1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS681802(NAD 83)
 RP1146_MARKER: I = METAL ROD
 RP1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1146_SP_SET: STAINLESS STEEL ROD
 RP1146_STAMPING: H 506 1990
 RP1146_MARK LOGO: NGS   
 RP1146_PROJECTION: FLUSH
 RP1146_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1146+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1146_ROD/PIPE-DEPTH: 9.7  meters
 RP1146
 RP1146  HISTORY     - Date     Condition        Report By
 RP1146  HISTORY     - 1990     MONUMENTED       NGS
 RP1146
 RP1146                          STATION DESCRIPTION
 RP1146
 RP1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1146'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1146'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1146'THENCE 5.5 KM (3.4 MI) SOUTHERLY ALONG COUNTY ROAD 81, 40.6 M (133.2
 RP1146'FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO THE COSSETTE FARM,
 RP1146'40.2 M (131.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE
 RP1146'SPANNING WILD RICE RIVER, 30.2 M (99.1 FT) EAST OF THE ROAD
 RP1146'CENTERLINE, 14.2 M (46.6 FT) NORTH OF A US SPRINT LINE MARKER NUMBER
 RP1146'ND 01 0203, 1.9 M (6.2 FT) SOUTH OF UTILITY POLE NUMBER 01847 WITH A
 RP1146'GUY WIRE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND O.3 M WEST
 RP1146'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 RP1146'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0859 ***********************************************************************
 SL0859  DESIGNATION -  H 51
 SL0859  PID         -  SL0859
 SL0859  STATE/COUNTY-  ND/GRAND FORKS
 SL0859  USGS QUAD   -  NORTHWOOD (1970)
 SL0859
 SL0859                         *CURRENT SURVEY CONTROL
 SL0859  ___________________________________________________________________
 SL0859* NAD 83(1986)-  47 42 55.     (N)    097 33 09.     (W)     SCALED    
 SL0859* NAVD 88     -       338.188  (meters)    1109.54   (feet)  ADJUSTED  
 SL0859  ___________________________________________________________________
 SL0859  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL0859  DYNAMIC HT  -         338.238 (meters)    1109.70  (feet)  COMP
 SL0859  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 SL0859
 SL0859  VERT ORDER  -  SECOND    CLASS 0
 SL0859
 SL0859.The horizontal coordinates were scaled from a topographic map and have
 SL0859.an estimated accuracy of +/- 6 seconds.
 SL0859
 SL0859.The orthometric height was determined by differential leveling
 SL0859.and adjusted by the National Geodetic Survey in June 1991..
 SL0859.WARNING-Repeat measurements at this control monument indicate possible
 SL0859.vertical movement.
 SL0859
 SL0859.The geoid height was determined by GEOID03.
 SL0859
 SL0859.The dynamic height is computed by dividing the NAVD 88
 SL0859.geopotential number by the normal gravity value computed on the
 SL0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0859.degrees latitude (g = 980.6199 gals.).
 SL0859
 SL0859.The modeled gravity was interpolated from observed gravity values.
 SL0859
 SL0859;                    North         East    Units  Estimated Accuracy
 SL0859;SPC ND N     -    83,760.      821,100.      MT  (+/- 180 meters Scaled)
 SL0859
 SL0859                          SUPERSEDED SURVEY CONTROL
 SL0859
 SL0859  NGVD 29 (??/??/92)  337.820  (m)         1108.33   (f) ADJ UNCH    2 0
 SL0859
 SL0859.Superseded values are not recommended for survey control.
 SL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0859.See file dsdata.txt to determine how the superseded data were derived.
 SL0859
 SL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT085856(NAD 83)
 SL0859_MARKER: DB = BENCH MARK DISK
 SL0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0859_STAMPING: H 51 1934
 SL0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0859+STABILITY: SURFACE MOTION
 SL0859
 SL0859  HISTORY     - Date     Condition        Report By
 SL0859  HISTORY     - 1934     MONUMENTED       CGS
 SL0859  HISTORY     - 1963     GOOD             NGS
 SL0859
 SL0859                          STATION DESCRIPTION
 SL0859
 SL0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0859'1.4 MI SE FROM NORTHWOOD.
 SL0859'ABOUT 1.4 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0859'STATION AT NORTHWOOD, IN SECTION 22, T 149 N, R 54 W, AT A ROAD
 SL0859'CROSSING AND 1 POLE SOUTHEAST OF MILEPOST 116, 43 FEET SOUTHWEST OF
 SL0859'THE SOUTHWEST RAIL, 56 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 SL0859'70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF A
 SL0859'TELEPHONE POLE, 0.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 SL0859'BELOW THE LEVEL OF THE RAIL AND SET IN THE TOP OF A CONCRETE POST
 SL0859'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0880 ***********************************************************************
 SL0880  DESIGNATION -  H 52
 SL0880  PID         -  SL0880
 SL0880  STATE/COUNTY-  ND/STEELE
 SL0880  USGS QUAD   -  FINLEY (1967)
 SL0880
 SL0880                         *CURRENT SURVEY CONTROL
 SL0880  ___________________________________________________________________
 SL0880* NAD 83(1986)-  47 30 51.     (N)    097 50 17.     (W)     SCALED    
 SL0880* NAVD 88     -       445.268  (meters)    1460.85   (feet)  ADJUSTED  
 SL0880  ___________________________________________________________________
 SL0880  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 SL0880  DYNAMIC HT  -         445.317 (meters)    1461.01  (feet)  COMP
 SL0880  MODELED GRAV-     980,707.9   (mgal)                       NAVD 88
 SL0880
 SL0880  VERT ORDER  -  SECOND    CLASS 0
 SL0880
 SL0880.The horizontal coordinates were scaled from a topographic map and have
 SL0880.an estimated accuracy of +/- 6 seconds.
 SL0880
 SL0880.The orthometric height was determined by differential leveling
 SL0880.and adjusted by the National Geodetic Survey in June 1991..
 SL0880.WARNING-Repeat measurements at this control monument indicate possible
 SL0880.vertical movement.
 SL0880
 SL0880.The geoid height was determined by GEOID03.
 SL0880
 SL0880.The dynamic height is computed by dividing the NAVD 88
 SL0880.geopotential number by the normal gravity value computed on the
 SL0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0880.degrees latitude (g = 980.6199 gals.).
 SL0880
 SL0880.The modeled gravity was interpolated from observed gravity values.
 SL0880
 SL0880;                    North         East    Units  Estimated Accuracy
 SL0880;SPC ND N     -    60,630.      800,460.      MT  (+/- 180 meters Scaled)
 SL0880
 SL0880                          SUPERSEDED SURVEY CONTROL
 SL0880
 SL0880  NGVD 29 (??/??/92)  444.901  (m)         1459.65   (f) ADJ UNCH    2 0
 SL0880
 SL0880.Superseded values are not recommended for survey control.
 SL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0880.See file dsdata.txt to determine how the superseded data were derived.
 SL0880
 SL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT874629(NAD 83)
 SL0880_MARKER: DB = BENCH MARK DISK
 SL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0880_STAMPING: H 52 1934
 SL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0880+STABILITY: SURFACE MOTION
 SL0880
 SL0880  HISTORY     - Date     Condition        Report By
 SL0880  HISTORY     - 1934     MONUMENTED       CGS
 SL0880  HISTORY     - 1963     GOOD             NGS
 SL0880  HISTORY     - 1982     GOOD             NGS
 SL0880
 SL0880                          STATION DESCRIPTION
 SL0880
 SL0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0880'IN FINLEY.
 SL0880'ABOUT 0.15 MILE WEST ALONG A CITY STREET FROM THE PUBLIC SCHOOL AT
 SL0880'FINLEY, IN SECTION 30, T 147 N, R 56 W, AT THE COURTHOUSE, 68 FEET
 SL0880'SOUTH OF THE SOUTH FACE OF THE BUILDING, 25 FEET NORTH OF THE NORTH
 SL0880'EDGE OF AN EAST-WEST SIDEWALK, 6 FEET EAST OF THE EAST EDGE OF THE
 SL0880'SIDEWALK LEADING TO THE SOUTH ENTRANCE OF THE COURTHOUSE, 9 FEET SOUTH
 SL0880'OF A FLAG POLE, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A
 SL0880'CONCRETE POST FLUSH WITH THE GROUND.
 SL0880
 SL0880                          STATION RECOVERY (1982)
 SL0880
 SL0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0387 ***********************************************************************
 SM0387  DESIGNATION -  H 53
 SM0387  PID         -  SM0387
 SM0387  STATE/COUNTY-  ND/GRIGGS
 SM0387  USGS QUAD   -  HANNAFORD (1961)
 SM0387
 SM0387                         *CURRENT SURVEY CONTROL
 SM0387  ___________________________________________________________________
 SM0387* NAD 83(1986)-  47 15 55.     (N)    098 11 41.     (W)     SCALED    
 SM0387* NAVD 88     -       437.543  (meters)    1435.51   (feet)  ADJUSTED  
 SM0387  ___________________________________________________________________
 SM0387  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 SM0387  DYNAMIC HT  -         437.578 (meters)    1435.62  (feet)  COMP
 SM0387  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 SM0387
 SM0387  VERT ORDER  -  SECOND    CLASS 0
 SM0387
 SM0387.The horizontal coordinates were scaled from a topographic map and have
 SM0387.an estimated accuracy of +/- 6 seconds.
 SM0387
 SM0387.The orthometric height was determined by differential leveling
 SM0387.and adjusted by the National Geodetic Survey in June 1991..
 SM0387
 SM0387.The geoid height was determined by GEOID03.
 SM0387
 SM0387.The dynamic height is computed by dividing the NAVD 88
 SM0387.geopotential number by the normal gravity value computed on the
 SM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0387.degrees latitude (g = 980.6199 gals.).
 SM0387
 SM0387.The modeled gravity was interpolated from observed gravity values.
 SM0387
 SM0387;                    North         East    Units  Estimated Accuracy
 SM0387;SPC ND N     -    32,110.      774,440.      MT  (+/- 180 meters Scaled)
 SM0387
 SM0387                          SUPERSEDED SURVEY CONTROL
 SM0387
 SM0387  NGVD 29 (??/??/92)  437.194  (m)         1434.36   (f) ADJ UNCH    2 0
 SM0387
 SM0387.Superseded values are not recommended for survey control.
 SM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0387.See file dsdata.txt to determine how the superseded data were derived.
 SM0387
 SM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT609349(NAD 83)
 SM0387_MARKER: DB = BENCH MARK DISK
 SM0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0387_STAMPING: H 53 1934
 SM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0387+STABILITY: SURFACE MOTION
 SM0387
 SM0387  HISTORY     - Date     Condition        Report By
 SM0387  HISTORY     - 1934     MONUMENTED       CGS
 SM0387  HISTORY     - 1963     GOOD             NGS
 SM0387
 SM0387                          STATION DESCRIPTION
 SM0387
 SM0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0387'5.3 MI N FROM DAZEY.
 SM0387'ABOUT 5.3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0387'STATION AT DAZEY, OR ABOUT 3.0 MILES SOUTH ALONG THE NORTHERN PACIFIC
 SM0387'RAILWAY FROM THE CROSSING OF THE NORTHERN PACIFIC AND GREAT NORTHERN
 SM0387'RAILWAYS AT HANNAFORD, AT WALUM, IN SECTION 30, T 144 N, R 59 W, 87
 SM0387'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 35 FEET EAST OF THE
 SM0387'EAST RAIL, 77 FEET NORTH OF THE CENTER LINE OF A ROAD, 89 FEET WEST OF
 SM0387'THE CENTER LINE OF STATE HIGHWAY 1, 243 FEET EAST OF THE NORTHEAST
 SM0387'CORNER OF THE ST. OLAF LUTHERAN CHURCH, 8 FEET SOUTH OF A TELEPHONE
 SM0387'POLE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0387'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0055 ***********************************************************************
 SM0055  DESIGNATION -  H 54
 SM0055  PID         -  SM0055
 SM0055  STATE/COUNTY-  ND/NELSON
 SM0055  USGS QUAD   -  KLOTEN NW (1961)
 SM0055
 SM0055                         *CURRENT SURVEY CONTROL
 SM0055  ___________________________________________________________________
 SM0055* NAD 83(1986)-  47 44 19.     (N)    098 08 03.     (W)     SCALED    
 SM0055* NAVD 88     -       449.077  (meters)    1473.35   (feet)  ADJUSTED  
 SM0055  ___________________________________________________________________
 SM0055  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0055  DYNAMIC HT  -         449.148 (meters)    1473.58  (feet)  COMP
 SM0055  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 SM0055
 SM0055  VERT ORDER  -  SECOND    CLASS 0
 SM0055
 SM0055.The horizontal coordinates were scaled from a topographic map and have
 SM0055.an estimated accuracy of +/- 6 seconds.
 SM0055
 SM0055.The orthometric height was determined by differential leveling
 SM0055.and adjusted by the National Geodetic Survey in June 1991..
 SM0055
 SM0055.The geoid height was determined by GEOID03.
 SM0055
 SM0055.The dynamic height is computed by dividing the NAVD 88
 SM0055.geopotential number by the normal gravity value computed on the
 SM0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0055.degrees latitude (g = 980.6199 gals.).
 SM0055
 SM0055.The modeled gravity was interpolated from observed gravity values.
 SM0055
 SM0055;                    North         East    Units  Estimated Accuracy
 SM0055;SPC ND N     -    84,850.      777,410.      MT  (+/- 180 meters Scaled)
 SM0055
 SM0055                          SUPERSEDED SURVEY CONTROL
 SM0055
 SM0055  NGVD 29 (??/??/92)  448.712  (m)         1472.15   (f) ADJ UNCH    2 0
 SM0055
 SM0055.Superseded values are not recommended for survey control.
 SM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0055.See file dsdata.txt to determine how the superseded data were derived.
 SM0055
 SM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT649876(NAD 83)
 SM0055_MARKER: DB = BENCH MARK DISK
 SM0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0055_STAMPING: H 54 1934
 SM0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0055+STABILITY: SURFACE MOTION
 SM0055
 SM0055  HISTORY     - Date     Condition        Report By
 SM0055  HISTORY     - 1934     MONUMENTED       CGS
 SM0055  HISTORY     - 1963     GOOD             NGS
 SM0055
 SM0055                          STATION DESCRIPTION
 SM0055
 SM0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0055'2.6 MI SE FROM MCVILLE.
 SM0055'ABOUT 2.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0055'STATION AT MCVILLE, OR ABOUT 3.25 MILES NORTHWEST ALONG THE GREAT
 SM0055'NORTHERN RAILWAY FROM THE STATION AT KLOTEN, IN SECTION 7, T 149 N, R
 SM0055'58 W, 4 POLES SOUTHEAST OF A PRIVATE ROAD CROSSING, 5 POLES NORTHWEST
 SM0055'OF MILEPOST 75, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 8 FEET
 SM0055'NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 0.9 FOOT
 SM0055'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0055'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0343 ***********************************************************************
 TE0343  DESIGNATION -  H 55
 TE0343  PID         -  TE0343
 TE0343  STATE/COUNTY-  ND/NELSON
 TE0343  USGS QUAD   -  BROCKET (1971)
 TE0343
 TE0343                         *CURRENT SURVEY CONTROL
 TE0343  ___________________________________________________________________
 TE0343* NAD 83(1986)-  48 10 59.     (N)    098 21 25.     (W)     SCALED    
 TE0343* NAVD 88     -       464.044  (meters)    1522.45   (feet)  ADJUSTED  
 TE0343  ___________________________________________________________________
 TE0343  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0343  DYNAMIC HT  -         464.125 (meters)    1522.72  (feet)  COMP
 TE0343  MODELED GRAV-     980,773.2   (mgal)                       NAVD 88
 TE0343
 TE0343  VERT ORDER  -  SECOND    CLASS 0
 TE0343
 TE0343.The horizontal coordinates were scaled from a topographic map and have
 TE0343.an estimated accuracy of +/- 6 seconds.
 TE0343
 TE0343.The orthometric height was determined by differential leveling
 TE0343.and adjusted by the National Geodetic Survey in June 1991..
 TE0343
 TE0343.The geoid height was determined by GEOID03.
 TE0343
 TE0343.The dynamic height is computed by dividing the NAVD 88
 TE0343.geopotential number by the normal gravity value computed on the
 TE0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0343.degrees latitude (g = 980.6199 gals.).
 TE0343
 TE0343.The modeled gravity was interpolated from observed gravity values.
 TE0343
 TE0343;                    North         East    Units  Estimated Accuracy
 TE0343;SPC ND N     -   133,750.      759,330.      MT  (+/- 180 meters Scaled)
 TE0343
 TE0343                          SUPERSEDED SURVEY CONTROL
 TE0343
 TE0343  NGVD 29 (??/??/92)  463.695  (m)         1521.31   (f) ADJ UNCH    2 0
 TE0343
 TE0343.Superseded values are not recommended for survey control.
 TE0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0343.See file dsdata.txt to determine how the superseded data were derived.
 TE0343
 TE0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU477368(NAD 83)
 TE0343_MARKER: DB = BENCH MARK DISK
 TE0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0343_STAMPING: H 55 1934
 TE0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0343+STABILITY: SURFACE MOTION
 TE0343
 TE0343  HISTORY     - Date     Condition        Report By
 TE0343  HISTORY     - 1934     MONUMENTED       CGS
 TE0343  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0343
 TE0343                          STATION DESCRIPTION
 TE0343
 TE0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0343'2.0 MI S FROM BROCKET.
 TE0343'IN NELSON COUNTY, ABOUT 2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY
 TE0343'FROM THE STATION AT BROCKET, RAMSEY COUNTY, 0.5 MILE SOUTH OF HOFF
 TE0343'LUTHERAN CHURCH, 9.5 FEET EAST OF MILEPOST 10, AND 36 FEET WEST OF THE
 TE0343'WEST RAIL.  A STANDARD DISK, STAMPED H 55 1934 AND SET IN THE TOP OF A
 TE0343'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0946 ***********************************************************************
 TE0946  DESIGNATION -  H 56
 TE0946  PID         -  TE0946
 TE0946  STATE/COUNTY-  ND/CAVALIER
 TE0946  USGS QUAD   -  MUNICH (1970)
 TE0946
 TE0946                         *CURRENT SURVEY CONTROL
 TE0946  ___________________________________________________________________
 TE0946* NAD 83(1986)-  48 38 41.     (N)    098 47 48.     (W)     SCALED    
 TE0946* NAVD 88     -       484.438  (meters)    1589.36   (feet)  ADJUSTED  
 TE0946  ___________________________________________________________________
 TE0946  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 TE0946  DYNAMIC HT  -         484.540 (meters)    1589.69  (feet)  COMP
 TE0946  MODELED GRAV-     980,806.7   (mgal)                       NAVD 88
 TE0946
 TE0946  VERT ORDER  -  SECOND    CLASS 0
 TE0946
 TE0946.The horizontal coordinates were scaled from a topographic map and have
 TE0946.an estimated accuracy of +/- 6 seconds.
 TE0946
 TE0946.The orthometric height was determined by differential leveling
 TE0946.and adjusted by the National Geodetic Survey in June 1991..
 TE0946
 TE0946.The geoid height was determined by GEOID03.
 TE0946
 TE0946.The dynamic height is computed by dividing the NAVD 88
 TE0946.geopotential number by the normal gravity value computed on the
 TE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0946.degrees latitude (g = 980.6199 gals.).
 TE0946
 TE0946.The modeled gravity was interpolated from observed gravity values.
 TE0946
 TE0946;                    North         East    Units  Estimated Accuracy
 TE0946;SPC ND N     -   184,260.      725,510.      MT  (+/- 180 meters Scaled)
 TE0946
 TE0946                          SUPERSEDED SURVEY CONTROL
 TE0946
 TE0946  NGVD 29 (??/??/92)  484.035  (m)         1588.04   (f) ADJ UNCH    2 0
 TE0946
 TE0946.Superseded values are not recommended for survey control.
 TE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0946.See file dsdata.txt to determine how the superseded data were derived.
 TE0946
 TE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU149879(NAD 83)
 TE0946_MARKER: DB = BENCH MARK DISK
 TE0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0946_STAMPING: H 56 1934
 TE0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0946+STABILITY: SURFACE MOTION
 TE0946
 TE0946  HISTORY     - Date     Condition        Report By
 TE0946  HISTORY     - 1934     MONUMENTED       CGS
 TE0946  HISTORY     - 1963     GOOD             NGS
 TE0946
 TE0946                          STATION DESCRIPTION
 TE0946
 TE0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0946'2.6 MI SE FROM MUNICH.
 TE0946'ABOUT 2.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0946'STATION AT MUNICH, ABOUT 0.5 MILE NORTHWEST OF MILEPOST 49, 112 FEET
 TE0946'SOUTHEAST OF THE CENTER OF AN EAST-WEST GRAVELED ROAD CROSSING, 41.1
 TE0946'FEET NORTHEAST OF THE NORTHEAST RAIL AT THE CENTERLINE OF A
 TE0946'NORTH-SOUTH DIRT ROAD CROSSING THE TRACK, 47 FEET SOUTH OF THE
 TE0946'CENTERLINE OF THE GRAVELED ROAD, 22 FEET EAST OF THE CENTERLINE OF THE
 TE0946'DIRT ROAD, 9.0 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTH OF A
 TE0946'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TE0946'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, IN S 33, R 63 W, T
 TE0946'160 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0467 ***********************************************************************
 SL0467  DESIGNATION -  H 57
 SL0467  PID         -  SL0467
 SL0467  STATE/COUNTY-  ND/GRAND FORKS
 SL0467  USGS QUAD   -  GRAND FORKS (1994)
 SL0467
 SL0467                         *CURRENT SURVEY CONTROL
 SL0467  ___________________________________________________________________
 SL0467* NAD 83(1986)-  47 58 06.     (N)    097 05 15.     (W)     SCALED    
 SL0467* NAVD 88     -       252.990  (meters)     830.02   (feet)  ADJUSTED  
 SL0467  ___________________________________________________________________
 SL0467  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL0467  DYNAMIC HT  -         253.039 (meters)     830.18  (feet)  COMP
 SL0467  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 SL0467
 SL0467  VERT ORDER  -  SECOND    CLASS 0
 SL0467
 SL0467.The horizontal coordinates were scaled from a topographic map and have
 SL0467.an estimated accuracy of +/- 6 seconds.
 SL0467
 SL0467.The orthometric height was determined by differential leveling
 SL0467.and adjusted by the National Geodetic Survey in June 1991..
 SL0467
 SL0467.The geoid height was determined by GEOID03.
 SL0467
 SL0467.The dynamic height is computed by dividing the NAVD 88
 SL0467.geopotential number by the normal gravity value computed on the
 SL0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0467.degrees latitude (g = 980.6199 gals.).
 SL0467
 SL0467.The modeled gravity was interpolated from observed gravity values.
 SL0467
 SL0467;                    North         East    Units  Estimated Accuracy
 SL0467;SPC ND N     -   113,310.      854,720.      MT  (+/- 180 meters Scaled)
 SL0467
 SL0467                          SUPERSEDED SURVEY CONTROL
 SL0467
 SL0467  NGVD 29 (??/??/92)  252.659  (m)          828.93   (f) ADJ UNCH    2 0
 SL0467
 SL0467.Superseded values are not recommended for survey control.
 SL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0467.See file dsdata.txt to determine how the superseded data were derived.
 SL0467
 SL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU427145(NAD 83)
 SL0467_MARKER: DB = BENCH MARK DISK
 SL0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0467_STAMPING: H-57 -- 1934
 SL0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0467+STABILITY: SURFACE MOTION
 SL0467
 SL0467  HISTORY     - Date     Condition        Report By
 SL0467  HISTORY     - 1934     MONUMENTED       CGS
 SL0467
 SL0467                          STATION DESCRIPTION
 SL0467
 SL0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0467'6.6 MI NW FROM GRAND FORKS.
 SL0467'6.6 MILES NORTHWEST OF THE G.N.R. STATION AT GRAND FORKS.  3.3 MILES
 SL0467'NORTH OF THE P.A. TOWER.  2 MILES NORTH OF THE CROSSING OF THE G.N.R.
 SL0467'AND N.P.R. TRACKS.  325 YDS. SOUTH OF MILE POST NO. 4.  36.9 FT. WEST
 SL0467'OF WEST RAIL OF TRACK.  11 FT. SOUTH OF A TELEGRAPH POLE.  STANDARD
 SL0467'TABLET SET IN TOP OF CONCRETE POST 12 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0368 ***********************************************************************
 TD0368  DESIGNATION -  H 58
 TD0368  PID         -  TD0368
 TD0368  STATE/COUNTY-  ND/WALSH
 TD0368  USGS QUAD   -  GRAFTON (1960)
 TD0368
 TD0368                         *CURRENT SURVEY CONTROL
 TD0368  ___________________________________________________________________
 TD0368* NAD 83(1986)-  48 27 05.     (N)    097 22 44.     (W)     SCALED    
 TD0368* NAVD 88     -       251.296  (meters)     824.46   (feet)  ADJUSTED  
 TD0368  ___________________________________________________________________
 TD0368  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 TD0368  DYNAMIC HT  -         251.356 (meters)     824.66  (feet)  COMP
 TD0368  MODELED GRAV-     980,844.4   (mgal)                       NAVD 88
 TD0368
 TD0368  VERT ORDER  -  SECOND    CLASS 0
 TD0368
 TD0368.The horizontal coordinates were scaled from a topographic map and have
 TD0368.an estimated accuracy of +/- 6 seconds.
 TD0368
 TD0368.The orthometric height was determined by differential leveling
 TD0368.and adjusted by the National Geodetic Survey in June 1991..
 TD0368
 TD0368.The geoid height was determined by GEOID03.
 TD0368
 TD0368.The dynamic height is computed by dividing the NAVD 88
 TD0368.geopotential number by the normal gravity value computed on the
 TD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0368.degrees latitude (g = 980.6199 gals.).
 TD0368
 TD0368.The modeled gravity was interpolated from observed gravity values.
 TD0368
 TD0368;                    North         East    Units  Estimated Accuracy
 TD0368;SPC ND N     -   166,050.      830,800.      MT  (+/- 180 meters Scaled)
 TD0368
 TD0368                          SUPERSEDED SURVEY CONTROL
 TD0368
 TD0368  NGVD 29 (??/??/92)  250.955  (m)          823.34   (f) ADJ UNCH    2 0
 TD0368
 TD0368.Superseded values are not recommended for survey control.
 TD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0368.See file dsdata.txt to determine how the superseded data were derived.
 TD0368
 TD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU198677(NAD 83)
 TD0368_MARKER: DB = BENCH MARK DISK
 TD0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0368_STAMPING: H-58 -- 1934
 TD0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0368+STABILITY: SURFACE MOTION
 TD0368
 TD0368  HISTORY     - Date     Condition        Report By
 TD0368  HISTORY     - 1934     MONUMENTED       CGS
 TD0368
 TD0368                          STATION DESCRIPTION
 TD0368
 TD0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0368'2.8 MI NE FROM GRAFTON.
 TD0368'2.8 MILES NORTHEAST OF THE NORTHERN PACIFIC RWY. STATION AT GRAFTON.
 TD0368'0.15 OF MILE SOUTHWEST OF MILE POST NO. 148.  203 FT. EAST OF EAST END
 TD0368'OF WOODEN TRESTLE OVER MARSHY DITCH AND MARKED 147.1.  45.3 FT. SOUTH
 TD0368'OF SOUTH RAIL OF TRACK.  1.5 FT. NORTH OF R/W FENCE.  STANDARD TABLET
 TD0368'SET IN TOP OF CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0301 ***********************************************************************
 TD0301  DESIGNATION -  H 59
 TD0301  PID         -  TD0301
 TD0301  STATE/COUNTY-  ND/PEMBINA
 TD0301  USGS QUAD   -  PEMBINA (1979)
 TD0301
 TD0301                         *CURRENT SURVEY CONTROL
 TD0301  ___________________________________________________________________
 TD0301* NAD 83(1986)-  48 59 56.     (N)    097 14 07.     (W)     SCALED    
 TD0301* NAVD 88     -       241.189  (meters)     791.30   (feet)  ADJUSTED  
 TD0301  ___________________________________________________________________
 TD0301  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD0301  DYNAMIC HT  -         241.263 (meters)     791.54  (feet)  COMP
 TD0301  MODELED GRAV-     980,911.3   (mgal)                       NAVD 88
 TD0301
 TD0301  VERT ORDER  -  SECOND    CLASS 0
 TD0301
 TD0301.The horizontal coordinates were scaled from a topographic map and have
 TD0301.an estimated accuracy of +/- 6 seconds.
 TD0301
 TD0301.The orthometric height was determined by differential leveling
 TD0301.and adjusted by the National Geodetic Survey in June 1991..
 TD0301
 TD0301.The geoid height was determined by GEOID03.
 TD0301
 TD0301.The dynamic height is computed by dividing the NAVD 88
 TD0301.geopotential number by the normal gravity value computed on the
 TD0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0301.degrees latitude (g = 980.6199 gals.).
 TD0301
 TD0301.The modeled gravity was interpolated from observed gravity values.
 TD0301
 TD0301;                    North         East    Units  Estimated Accuracy
 TD0301;SPC ND N     -   227,320.      838,830.      MT  (+/- 180 meters Scaled)
 TD0301
 TD0301                          SUPERSEDED SURVEY CONTROL
 TD0301
 TD0301.No superseded survey control is available for this station.
 TD0301
 TD0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV290288(NAD 83)
 TD0301_MARKER: DB = BENCH MARK DISK
 TD0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0301_STAMPING: H 59 1934
 TD0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0301+STABILITY: SURFACE MOTION
 TD0301
 TD0301  HISTORY     - Date     Condition        Report By
 TD0301  HISTORY     - 1934     MONUMENTED       CGS
 TD0301  HISTORY     - 1935     GOOD             NGS
 TD0301
 TD0301                          STATION DESCRIPTION
 TD0301
 TD0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0301'1.9 MI N FROM PEMBINA.
 TD0301'1.9 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 TD0301'PEMBINA, PEMBINA COUNTY, ABOUT 118 YARDS SOUTH OF THE UNITED
 TD0301'STATES-CANADIAN BOUNDARY LINE, 47 FEET WEST OF THE CENTER LINE OF U.S.
 TD0301'HIGHWAY 81, AND 35 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 TD0301'STAMPED H 59 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TD0301'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0104 ***********************************************************************
 SO0104  DESIGNATION -  H 6 B 1
 SO0104  PID         -  SO0104
 SO0104  STATE/COUNTY-  ND/MOUNTRAIL
 SO0104  USGS QUAD   -  PARSHALL (1981)
 SO0104
 SO0104                         *CURRENT SURVEY CONTROL
 SO0104  ___________________________________________________________________
 SO0104* NAD 83(1986)-  47 55 28.     (N)    102 07 59.     (W)     SCALED    
 SO0104* NAVD 88     -       628.286  (meters)    2061.30   (feet)  ADJUSTED  
 SO0104  ___________________________________________________________________
 SO0104  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0104  DYNAMIC HT  -         628.376 (meters)    2061.60  (feet)  COMP
 SO0104  MODELED GRAV-     980,734.5   (mgal)                       NAVD 88
 SO0104
 SO0104  VERT ORDER  -  SECOND    CLASS 0
 SO0104
 SO0104.The horizontal coordinates were scaled from a topographic map and have
 SO0104.an estimated accuracy of +/- 6 seconds.
 SO0104
 SO0104.The orthometric height was determined by differential leveling
 SO0104.and adjusted by the National Geodetic Survey in June 1991..
 SO0104
 SO0104.The geoid height was determined by GEOID03.
 SO0104
 SO0104.The dynamic height is computed by dividing the NAVD 88
 SO0104.geopotential number by the normal gravity value computed on the
 SO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0104.degrees latitude (g = 980.6199 gals.).
 SO0104
 SO0104.The modeled gravity was interpolated from observed gravity values.
 SO0104
 SO0104;                    North         East    Units  Estimated Accuracy
 SO0104;SPC ND N     -   104,070.      477,970.      MT  (+/- 180 meters Scaled)
 SO0104
 SO0104                          SUPERSEDED SURVEY CONTROL
 SO0104
 SO0104  NGVD 29 (??/??/92)  627.86   (m)         2059.9    (f) COMPUTED    2 0
 SO0104
 SO0104.Superseded values are not recommended for survey control.
 SO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0104.See file dsdata.txt to determine how the superseded data were derived.
 SO0104
 SO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP141118(NAD 83)
 SO0104_MARKER: DD = SURVEY DISK
 SO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0104+STABILITY: SURFACE MOTION
 SO0104
 SO0104  HISTORY     - Date     Condition        Report By
 SO0104  HISTORY     - UNK      MONUMENTED       DOD
 SO0104  HISTORY     - 1962     GOOD             NGS
 SO0104
 SO0104                          STATION DESCRIPTION
 SO0104
 SO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0104'2.3 MI S FROM PARSHALL.
 SO0104'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0104'PARSHALL, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 0.2
 SO0104'MILE WEST THROUGH A FIELD TO THE CREST OF A SMALL HILL, ABOUT 1079
 SO0104'FEET NORTHWEST OF SITE H 6, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SO0104'TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0103 ***********************************************************************
 SO0103  DESIGNATION -  H 6 B 2
 SO0103  PID         -  SO0103
 SO0103  STATE/COUNTY-  ND/MOUNTRAIL
 SO0103  USGS QUAD   -  PARSHALL (1981)
 SO0103
 SO0103                         *CURRENT SURVEY CONTROL
 SO0103  ___________________________________________________________________
 SO0103* NAD 83(1986)-  47 55 30.     (N)    102 07 41.     (W)     SCALED    
 SO0103* NAVD 88     -       621.865  (meters)    2040.24   (feet)  ADJUSTED  
 SO0103  ___________________________________________________________________
 SO0103  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 SO0103  DYNAMIC HT  -         621.954 (meters)    2040.53  (feet)  COMP
 SO0103  MODELED GRAV-     980,734.6   (mgal)                       NAVD 88
 SO0103
 SO0103  VERT ORDER  -  SECOND    CLASS 0
 SO0103
 SO0103.The horizontal coordinates were scaled from a topographic map and have
 SO0103.an estimated accuracy of +/- 6 seconds.
 SO0103
 SO0103.The orthometric height was determined by differential leveling
 SO0103.and adjusted by the National Geodetic Survey in June 1991..
 SO0103
 SO0103.The geoid height was determined by GEOID03.
 SO0103
 SO0103.The dynamic height is computed by dividing the NAVD 88
 SO0103.geopotential number by the normal gravity value computed on the
 SO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0103.degrees latitude (g = 980.6199 gals.).
 SO0103
 SO0103.The modeled gravity was interpolated from observed gravity values.
 SO0103
 SO0103;                    North         East    Units  Estimated Accuracy
 SO0103;SPC ND N     -   104,130.      478,350.      MT  (+/- 180 meters Scaled)
 SO0103
 SO0103                          SUPERSEDED SURVEY CONTROL
 SO0103
 SO0103  NGVD 29 (??/??/92)  621.43   (m)         2038.8    (f) COMPUTED    2 0
 SO0103
 SO0103.Superseded values are not recommended for survey control.
 SO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0103.See file dsdata.txt to determine how the superseded data were derived.
 SO0103
 SO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP145119(NAD 83)
 SO0103_MARKER: DD = SURVEY DISK
 SO0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0103+STABILITY: SURFACE MOTION
 SO0103
 SO0103  HISTORY     - Date     Condition        Report By
 SO0103  HISTORY     - UNK      MONUMENTED       DOD
 SO0103  HISTORY     - 1962     GOOD             NGS
 SO0103
 SO0103                          STATION DESCRIPTION
 SO0103
 SO0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0103'2.1 MI S FROM PARSHALL.
 SO0103'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0103'PARSHALL, THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 37, ABOUT 0.25
 SO0103'MILE NORTHEAST AND ACROSS THE HIGHWAY FROM SITE H 6, ON THE CREST OF A
 SO0103'HILL, 24 FEET SOUTH OF THE SOUTH EDGE OF A FIELD, 318 FEET EAST OF THE
 SO0103'CENTERLINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 SO0103'HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE--
 SO0103'CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0106 ***********************************************************************
 SO0106  DESIGNATION -  H 6 Z
 SO0106  PID         -  SO0106
 SO0106  STATE/COUNTY-  ND/MOUNTRAIL
 SO0106  USGS QUAD   -  PARSHALL (1981)
 SO0106
 SO0106                         *CURRENT SURVEY CONTROL
 SO0106  ___________________________________________________________________
 SO0106* NAD 83(1986)-  47 55 11.     (N)    102 07 44.     (W)     SCALED    
 SO0106* NAVD 88     -       627.725  (meters)    2059.46   (feet)  ADJUSTED  
 SO0106  ___________________________________________________________________
 SO0106  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0106  DYNAMIC HT  -         627.814 (meters)    2059.75  (feet)  COMP
 SO0106  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 SO0106
 SO0106  VERT ORDER  -  SECOND    CLASS 0
 SO0106
 SO0106.The horizontal coordinates were scaled from a topographic map and have
 SO0106.an estimated accuracy of +/- 6 seconds.
 SO0106
 SO0106.The orthometric height was determined by differential leveling
 SO0106.and adjusted by the National Geodetic Survey in June 1991..
 SO0106
 SO0106.The geoid height was determined by GEOID03.
 SO0106
 SO0106.The dynamic height is computed by dividing the NAVD 88
 SO0106.geopotential number by the normal gravity value computed on the
 SO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0106.degrees latitude (g = 980.6199 gals.).
 SO0106
 SO0106.The modeled gravity was interpolated from observed gravity values.
 SO0106
 SO0106;                    North         East    Units  Estimated Accuracy
 SO0106;SPC ND N     -   103,540.      478,270.      MT  (+/- 180 meters Scaled)
 SO0106
 SO0106                          SUPERSEDED SURVEY CONTROL
 SO0106
 SO0106  NGVD 29 (??/??/92)  627.30   (m)         2058.1    (f) COMPUTED    2 0
 SO0106
 SO0106.Superseded values are not recommended for survey control.
 SO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0106.See file dsdata.txt to determine how the superseded data were derived.
 SO0106
 SO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP144113(NAD 83)
 SO0106_MARKER: DS = TRIANGULATION STATION DISK
 SO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0106_STAMPING: H 6 Z 1962
 SO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0106+STABILITY: SURFACE MOTION
 SO0106
 SO0106  HISTORY     - Date     Condition        Report By
 SO0106  HISTORY     - 1962     MONUMENTED       CGS
 SO0106
 SO0106                          STATION DESCRIPTION
 SO0106
 SO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0106'2.4 MI S FROM PARSHALL.
 SO0106'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0106'PARSHALL, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 37, 92 FEET
 SO0106'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 80 FEET WEST OF THE
 SO0106'CENTERLINE OF THE HIGHWAY, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 SO0106'INTERSECTING THE HIGHWAY, 94.2 FEET SOUTH AND ACROSS THE ROAD FROM
 SO0106'R.M. 1, 29.0 FEET NORTH-NORTHWEST OF R.M. 2, 5.5 FEET NORTH OF A
 SO0106'TELEGRAPH POLE, 7.0 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET
 SO0106'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SO0106'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0105 ***********************************************************************
 SO0105  DESIGNATION -  H 6 Z RM 1
 SO0105  PID         -  SO0105
 SO0105  STATE/COUNTY-  ND/MOUNTRAIL
 SO0105  USGS QUAD   -  PARSHALL (1981)
 SO0105
 SO0105                         *CURRENT SURVEY CONTROL
 SO0105  ___________________________________________________________________
 SO0105* NAD 83(1986)-  47 55 10.     (N)    102 07 44.     (W)     SCALED    
 SO0105* NAVD 88     -       627.629  (meters)    2059.15   (feet)  ADJUSTED  
 SO0105  ___________________________________________________________________
 SO0105  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0105  DYNAMIC HT  -         627.718 (meters)    2059.44  (feet)  COMP
 SO0105  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 SO0105
 SO0105  VERT ORDER  -  SECOND    CLASS 0
 SO0105
 SO0105.The horizontal coordinates were scaled from a topographic map and have
 SO0105.an estimated accuracy of +/- 6 seconds.
 SO0105
 SO0105.The orthometric height was determined by differential leveling
 SO0105.and adjusted by the National Geodetic Survey in June 1991..
 SO0105
 SO0105.The geoid height was determined by GEOID03.
 SO0105
 SO0105.The dynamic height is computed by dividing the NAVD 88
 SO0105.geopotential number by the normal gravity value computed on the
 SO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0105.degrees latitude (g = 980.6199 gals.).
 SO0105
 SO0105.The modeled gravity was interpolated from observed gravity values.
 SO0105
 SO0105;                    North         East    Units  Estimated Accuracy
 SO0105;SPC ND N     -   103,510.      478,270.      MT  (+/- 180 meters Scaled)
 SO0105
 SO0105                          SUPERSEDED SURVEY CONTROL
 SO0105
 SO0105  NGVD 29 (??/??/92)  627.20   (m)         2057.7    (f) COMPUTED    2 0
 SO0105
 SO0105.Superseded values are not recommended for survey control.
 SO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0105.See file dsdata.txt to determine how the superseded data were derived.
 SO0105
 SO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP144113(NAD 83)
 SO0105_MARKER: DR = REFERENCE MARK DISK
 SO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0105_STAMPING: H 6 Z NO 1 1962
 SO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0105+STABILITY: SURFACE MOTION
 SO0105
 SO0105  HISTORY     - Date     Condition        Report By
 SO0105  HISTORY     - 1962     MONUMENTED       CGS
 SO0105
 SO0105                          STATION DESCRIPTION
 SO0105
 SO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0105'2.4 MI S FROM PARSHALL.
 SO0105'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0105'PARSHALL, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 37, AT A ROAD
 SO0105'INTERSECTION, 80 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 50.2 FEET
 SO0105'NORTH OF THE CENTERLINE OF THE ROAD INTERSECTING THE HIGHWAY, 123.2
 SO0105'FEET NORTH AND ACROSS THE ROAD FROM R.M. 2, 94.2 FEET NORTH AND ACROSS
 SO0105'THE ROAD FROM THE STATION, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 SO0105'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0107 ***********************************************************************
 SO0107  DESIGNATION -  H 6 Z RM 2
 SO0107  PID         -  SO0107
 SO0107  STATE/COUNTY-  ND/MOUNTRAIL
 SO0107  USGS QUAD   -  PARSHALL (1981)
 SO0107
 SO0107                         *CURRENT SURVEY CONTROL
 SO0107  ___________________________________________________________________
 SO0107* NAD 83(1986)-  47 55 11.     (N)    102 07 45.     (W)     SCALED    
 SO0107* NAVD 88     -       627.389  (meters)    2058.36   (feet)  ADJUSTED  
 SO0107  ___________________________________________________________________
 SO0107  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0107  DYNAMIC HT  -         627.478 (meters)    2058.65  (feet)  COMP
 SO0107  MODELED GRAV-     980,732.9   (mgal)                       NAVD 88
 SO0107
 SO0107  VERT ORDER  -  SECOND    CLASS 0
 SO0107
 SO0107.The horizontal coordinates were scaled from a topographic map and have
 SO0107.an estimated accuracy of +/- 6 seconds.
 SO0107
 SO0107.The orthometric height was determined by differential leveling
 SO0107.and adjusted by the National Geodetic Survey in June 1991..
 SO0107
 SO0107.The geoid height was determined by GEOID03.
 SO0107
 SO0107.The dynamic height is computed by dividing the NAVD 88
 SO0107.geopotential number by the normal gravity value computed on the
 SO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0107.degrees latitude (g = 980.6199 gals.).
 SO0107
 SO0107.The modeled gravity was interpolated from observed gravity values.
 SO0107
 SO0107;                    North         East    Units  Estimated Accuracy
 SO0107;SPC ND N     -   103,540.      478,250.      MT  (+/- 180 meters Scaled)
 SO0107
 SO0107                          SUPERSEDED SURVEY CONTROL
 SO0107
 SO0107  NGVD 29 (??/??/92)  626.96   (m)         2057.0    (f) COMPUTED    2 0
 SO0107
 SO0107.Superseded values are not recommended for survey control.
 SO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0107.See file dsdata.txt to determine how the superseded data were derived.
 SO0107
 SO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP144113(NAD 83)
 SO0107_MARKER: DR = REFERENCE MARK DISK
 SO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0107_STAMPING: H 6 Z NO 2 1962
 SO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0107+STABILITY: SURFACE MOTION
 SO0107
 SO0107  HISTORY     - Date     Condition        Report By
 SO0107  HISTORY     - 1962     MONUMENTED       CGS
 SO0107
 SO0107                          STATION DESCRIPTION
 SO0107
 SO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0107'2.4 MI S FROM PARSHALL.
 SO0107'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0107'PARSHALL, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 37, 123.2 FEET
 SO0107'SOUTH AND ACROSS THE ROAD FROM R.M. 1, 29.0 FEET SOUTH-SOUTHEAST OF
 SO0107'THE STATION, 75 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 73 FEET
 SO0107'SOUTH OF THE CENTERLINE OF A ROAD INTERSECTING THE HIGHWAY, ABOUT 2
 SO0107'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0107'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0059 ***********************************************************************
 TE0059  DESIGNATION -  H 60
 TE0059  PID         -  TE0059
 TE0059  STATE/COUNTY-  ND/CAVALIER
 TE0059  USGS QUAD   -  OSNABROCK (1972)
 TE0059
 TE0059                         *CURRENT SURVEY CONTROL
 TE0059  ___________________________________________________________________
 TE0059* NAD 83(1986)-  48 37 46.     (N)    098 11 13.     (W)     SCALED    
 TE0059* NAVD 88     -       497.051  (meters)    1630.74   (feet)  ADJUSTED  
 TE0059  ___________________________________________________________________
 TE0059  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 TE0059  DYNAMIC HT  -         497.151 (meters)    1631.07  (feet)  COMP
 TE0059  MODELED GRAV-     980,795.8   (mgal)                       NAVD 88
 TE0059
 TE0059  VERT ORDER  -  SECOND    CLASS 0
 TE0059
 TE0059.The horizontal coordinates were scaled from a topographic map and have
 TE0059.an estimated accuracy of +/- 6 seconds.
 TE0059
 TE0059.The orthometric height was determined by differential leveling
 TE0059.and adjusted by the National Geodetic Survey in June 1991..
 TE0059
 TE0059.The geoid height was determined by GEOID03.
 TE0059
 TE0059.The dynamic height is computed by dividing the NAVD 88
 TE0059.geopotential number by the normal gravity value computed on the
 TE0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0059.degrees latitude (g = 980.6199 gals.).
 TE0059
 TE0059.The modeled gravity was interpolated from observed gravity values.
 TE0059
 TE0059;                    North         East    Units  Estimated Accuracy
 TE0059;SPC ND N     -   183,730.      770,470.      MT  (+/- 180 meters Scaled)
 TE0059
 TE0059                          SUPERSEDED SURVEY CONTROL
 TE0059
 TE0059  NGVD 29 (??/??/92)  496.609  (m)         1629.29   (f) ADJ UNCH    2 0
 TE0059
 TE0059.Superseded values are not recommended for survey control.
 TE0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0059.See file dsdata.txt to determine how the superseded data were derived.
 TE0059
 TE0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU599865(NAD 83)
 TE0059_MARKER: DB = BENCH MARK DISK
 TE0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0059_STAMPING: H 60 1934
 TE0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0059+STABILITY: SURFACE MOTION
 TE0059
 TE0059  HISTORY     - Date     Condition        Report By
 TE0059  HISTORY     - 1934     MONUMENTED       CGS
 TE0059  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0059
 TE0059                          STATION DESCRIPTION
 TE0059
 TE0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0059'6.7 MI W FROM MILTON.
 TE0059'6.7 MILES WEST ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT MILTON,
 TE0059'CAVALIER COUNTY, AT THE CROSSING OF A SECTION-LINE ROAD, 34.5 FEET
 TE0059'EAST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE CENTERLINE OF
 TE0059'THE HIGHWAY, 9.5 FEET EAST OF A FENCE CORNER AND IN LINE WITH THE
 TE0059'FENCE.  A STANDARD DISK, STAMPED H 60 1934 AND SET IN THE TOP OF A
 TE0059'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1121 ***********************************************************************
 TE1121  DESIGNATION -  H 61
 TE1121  PID         -  TE1121
 TE1121  STATE/COUNTY-  ND/TOWNER
 TE1121  USGS QUAD   -  EGELAND (1962)
 TE1121
 TE1121                         *CURRENT SURVEY CONTROL
 TE1121  ___________________________________________________________________
 TE1121* NAD 83(1996)-  48 37 50.47861(N)    099 03 21.78420(W)     ADJUSTED  
 TE1121* NAVD 88     -       466.438  (meters)    1530.31   (feet)  ADJUSTED  
 TE1121  ___________________________________________________________________
 TE1121  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 TE1121  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 TE1121  DYNAMIC HT  -         466.539 (meters)    1530.64  (feet)  COMP
 TE1121  MODELED GRAV-     980,812.7   (mgal)                       NAVD 88
 TE1121
 TE1121  HORZ ORDER  -  THIRD
 TE1121  VERT ORDER  -  SECOND    CLASS 0
 TE1121
 TE1121.The horizontal coordinates were established by classical geodetic methods
 TE1121.and adjusted by the National Geodetic Survey in January 1998..
 TE1121
 TE1121.The orthometric height was determined by differential leveling
 TE1121.and adjusted by the National Geodetic Survey in June 1991..
 TE1121
 TE1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1121
 TE1121.The geoid height was determined by GEOID03.
 TE1121
 TE1121.The dynamic height is computed by dividing the NAVD 88
 TE1121.geopotential number by the normal gravity value computed on the
 TE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1121.degrees latitude (g = 980.6199 gals.).
 TE1121
 TE1121.The modeled gravity was interpolated from observed gravity values.
 TE1121
 TE1121;                    North         East     Units Scale Factor Converg.
 TE1121;SPC ND N     -   182,305.305   706,427.043   MT  0.99998127   +1 04 28.2
 TE1121;SPC ND N     -   598,114.52  2,317,674.03   iFT  0.99998127   +1 04 28.2
 TE1121;UTM  14      - 5,386,404.012   495,870.051   MT  0.99960021   -0 02 31.4
 TE1121
 TE1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1121!SPC ND N     -   0.99993058  x   0.99998127  =   0.99991185
 TE1121!UTM  14      -   0.99993058  x   0.99960021  =   0.99953082
 TE1121
 TE1121:                Primary Azimuth Mark                     Grid Az
 TE1121:SPC ND N     -  CUPOLA ON BARN S                         176 39 35.6
 TE1121:UTM  14      -  CUPOLA ON BARN S                         177 46 35.2
 TE1121
 TE1121|---------------------------------------------------------------------|
 TE1121| PID    Reference Object                     Distance      Geod. Az  |
 TE1121|                                                           dddmmss.s |
 TE1121| CO7503 CUPOLA ON BARN S                                   1774403.8 |
 TE1121| CO6800 EGELAND SCHOOL STEEPLE                             2610127.8 |
 TE1121|---------------------------------------------------------------------|
 TE1121
 TE1121                          SUPERSEDED SURVEY CONTROL
 TE1121
 TE1121  NAD 83(1986)-  48 37 50.47903(N)    099 03 21.77384(W) AD(       ) 3
 TE1121  NAD 27      -  48 37 50.44958(N)    099 03 20.27121(W) AD(       ) 3
 TE1121  NGVD 29 (??/??/92)  466.073  (m)         1529.11   (f) ADJ UNCH    2 0
 TE1121
 TE1121.Superseded values are not recommended for survey control.
 TE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1121.See file dsdata.txt to determine how the superseded data were derived.
 TE1121
 TE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9587086404(NAD 83)
 TE1121_MARKER: DB = BENCH MARK DISK
 TE1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1121_STAMPING: H 61 1934
 TE1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1121+STABILITY: SURFACE MOTION
 TE1121
 TE1121  HISTORY     - Date     Condition        Report By
 TE1121  HISTORY     - 1934     MONUMENTED       CGS
 TE1121  HISTORY     - 1959     GOOD             USGS
 TE1121
 TE1121                          STATION DESCRIPTION
 TE1121
 TE1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1121'1.9 MI E FROM EGELAND.
 TE1121'1.9 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1121'RAILWAY (NOW THE SOO LINE RAILROAD) FROM THE STATION AT EGELAND,
 TE1121'TOWNER COUNTY, AT A COUNTY-ROAD CROSSING, 223 FEET EAST OF THE
 TE1121'CENTERLINE OF THE ROAD, 181 FEET SOUTH OF THE CENTERLINE OF STATE
 TE1121'HIGHWAY 29, AND 41.6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 TE1121'STAMPED H 61 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE1121'INCHES ABOVE GROUND.
 TE1121
 TE1121                          STATION RECOVERY (1959)
 TE1121
 TE1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TE1121'EDGELAND, 2.0 MI E. OF, TPS. 159 AND 160 N., R. 65 W., NEAR COR. SECS.
 TE1121'4, 5, 32 AND 33, 181 FT S. AND 223 FT E. OF CENTER OF CROSSROADS AND
 TE1121'41.6 FT N. OF N. RAIL OF M., ST. P. AND S.S.M. RR.  A STANDARD USC AND
 TE1121'GS DISK STAMPED---H 61 1934---ELEV 1529.108.  CUPOLA ON RED
 TE1121'BARN 1.0 MI DISTANT--S 02 DEG 16 MIN E.  BELFRY STEEPLE ON SCHOOL
 TE1121'IN EDGELAND--S 81 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1475 ***********************************************************************
 TE1475  DESIGNATION -  H 62
 TE1475  PID         -  TE1475
 TE1475  STATE/COUNTY-  ND/ROLETTE
 TE1475  USGS QUAD   -  THORNE (1955)
 TE1475
 TE1475                         *CURRENT SURVEY CONTROL
 TE1475  ___________________________________________________________________
 TE1475* NAD 83(1986)-  48 39 40.     (N)    099 57 00.     (W)     SCALED    
 TE1475* NAVD 88     -       485.633  (meters)    1593.28   (feet)  ADJUSTED  
 TE1475  ___________________________________________________________________
 TE1475  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TE1475  DYNAMIC HT  -         485.749 (meters)    1593.66  (feet)  COMP
 TE1475  MODELED GRAV-     980,834.0   (mgal)                       NAVD 88
 TE1475
 TE1475  VERT ORDER  -  SECOND    CLASS 0
 TE1475
 TE1475.The horizontal coordinates were scaled from a topographic map and have
 TE1475.an estimated accuracy of +/- 6 seconds.
 TE1475
 TE1475.The orthometric height was determined by differential leveling
 TE1475.and adjusted by the National Geodetic Survey in June 1991..
 TE1475
 TE1475.The geoid height was determined by GEOID03.
 TE1475
 TE1475.The dynamic height is computed by dividing the NAVD 88
 TE1475.geopotential number by the normal gravity value computed on the
 TE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1475.degrees latitude (g = 980.6199 gals.).
 TE1475
 TE1475.The modeled gravity was interpolated from observed gravity values.
 TE1475
 TE1475;                    North         East    Units  Estimated Accuracy
 TE1475;SPC ND N     -   184,840.      640,520.      MT  (+/- 180 meters Scaled)
 TE1475
 TE1475                          SUPERSEDED SURVEY CONTROL
 TE1475
 TE1475  NGVD 29 (??/??/92)  485.259  (m)         1592.05   (f) ADJ UNCH    2 0
 TE1475
 TE1475.Superseded values are not recommended for survey control.
 TE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1475.See file dsdata.txt to determine how the superseded data were derived.
 TE1475
 TE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU300902(NAD 83)
 TE1475_MARKER: DB = BENCH MARK DISK
 TE1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1475_STAMPING: H-62--1934
 TE1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1475+STABILITY: SURFACE MOTION
 TE1475
 TE1475  HISTORY     - Date     Condition        Report By
 TE1475  HISTORY     - 1934     MONUMENTED       CGS
 TE1475
 TE1475                          STATION DESCRIPTION
 TE1475
 TE1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1475'4.8 MI W FROM ROLETTE.
 TE1475'4.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1475'RAILWAY FROM THE STATION AT ROLETTE, ROLETTE COUNTY, ABOUT 219 YARDS
 TE1475'EAST OF MILEPOST 501, 71 1/2 FEET SOUTHWEST OF THE CENTER OF A
 TE1475'SECTION-LINE ROAD CROSSING, 48 FEET WEST OF THE CENTER LINE OF THE
 TE1475'ROAD, AND 48 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED H
 TE1475'62 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 TE1475'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0584 ***********************************************************************
 TF0584  DESIGNATION -  H 63
 TF0584  PID         -  TF0584
 TF0584  STATE/COUNTY-  ND/BOTTINEAU
 TF0584  USGS QUAD   -  ECKMAN (1949)
 TF0584
 TF0584                         *CURRENT SURVEY CONTROL
 TF0584  ___________________________________________________________________
 TF0584* NAD 83(1986)-  48 39 42.     (N)    101 02 15.     (W)     SCALED    
 TF0584* NAVD 88     -       455.541  (meters)    1494.55   (feet)  ADJUSTED  
 TF0584  ___________________________________________________________________
 TF0584  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0584  DYNAMIC HT  -         455.637 (meters)    1494.87  (feet)  COMP
 TF0584  MODELED GRAV-     980,807.3   (mgal)                       NAVD 88
 TF0584
 TF0584  VERT ORDER  -  SECOND    CLASS 0
 TF0584
 TF0584.The horizontal coordinates were scaled from a topographic map and have
 TF0584.an estimated accuracy of +/- 6 seconds.
 TF0584
 TF0584.The orthometric height was determined by differential leveling
 TF0584.and adjusted by the National Geodetic Survey in June 1991..
 TF0584
 TF0584.The geoid height was determined by GEOID03.
 TF0584
 TF0584.The dynamic height is computed by dividing the NAVD 88
 TF0584.geopotential number by the normal gravity value computed on the
 TF0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0584.degrees latitude (g = 980.6199 gals.).
 TF0584
 TF0584.The modeled gravity was interpolated from observed gravity values.
 TF0584
 TF0584;                    North         East    Units  Estimated Accuracy
 TF0584;SPC ND N     -   184,890.      560,410.      MT  (+/- 180 meters Scaled)
 TF0584
 TF0584                          SUPERSEDED SURVEY CONTROL
 TF0584
 TF0584  NGVD 29 (??/??/92)  455.15   (m)         1493.3    (f) COMPUTED    2 0
 TF0584
 TF0584.Superseded values are not recommended for survey control.
 TF0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0584.See file dsdata.txt to determine how the superseded data were derived.
 TF0584
 TF0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU499918(NAD 83)
 TF0584_MARKER: DB = BENCH MARK DISK
 TF0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0584_STAMPING: H 63 1934
 TF0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0584+STABILITY: SURFACE MOTION
 TF0584
 TF0584  HISTORY     - Date     Condition        Report By
 TF0584  HISTORY     - 1934     MONUMENTED       CGS
 TF0584  HISTORY     - 1935     GOOD             NGS
 TF0584
 TF0584                          STATION DESCRIPTION
 TF0584
 TF0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0584'6.2 MI W FROM RUSSELL.
 TF0584'6.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0584'RUSSELL, BOTTINEAU COUNTY, 1 MILE EAST OF THE STATION AT ECKMAN, 65
 TF0584'YARDS WEST OF MILEPOST 551, AT A COUNTY-ROAD CROSSING, 186 FEET EAST
 TF0584'OF THE CENTERLINE OF THE ROAD, AND 40.1 FEET SOUTH OF THE SOUTH RAIL.
 TF0584'A STANDARD DISK, STAMPED H 63 1934 AND SET IN THE TOP OF A CONCRETE
 TF0584'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1385 ***********************************************************************
 TF1385  DESIGNATION -  H 64
 TF1385  PID         -  TF1385
 TF1385  STATE/COUNTY-  ND/RENVILLE
 TF1385  USGS QUAD   -  NORMA (1948)
 TF1385
 TF1385                         *CURRENT SURVEY CONTROL
 TF1385  ___________________________________________________________________
 TF1385* NAD 83(1986)-  48 43 39.     (N)    101 58 39.     (W)     SCALED    
 TF1385* NAVD 88     -       576.675  (meters)    1891.97   (feet)  ADJUSTED  
 TF1385  ___________________________________________________________________
 TF1385  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 TF1385  DYNAMIC HT  -         576.790 (meters)    1892.35  (feet)  COMP
 TF1385  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 TF1385
 TF1385  VERT ORDER  -  SECOND    CLASS 0
 TF1385
 TF1385.The horizontal coordinates were scaled from a topographic map and have
 TF1385.an estimated accuracy of +/- 6 seconds.
 TF1385
 TF1385.The orthometric height was determined by differential leveling
 TF1385.and adjusted by the National Geodetic Survey in June 1991..
 TF1385
 TF1385.The geoid height was determined by GEOID03.
 TF1385
 TF1385.The dynamic height is computed by dividing the NAVD 88
 TF1385.geopotential number by the normal gravity value computed on the
 TF1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1385.degrees latitude (g = 980.6199 gals.).
 TF1385
 TF1385.The modeled gravity was interpolated from observed gravity values.
 TF1385
 TF1385;                    North         East    Units  Estimated Accuracy
 TF1385;SPC ND N     -   193,120.      491,310.      MT  (+/- 180 meters Scaled)
 TF1385
 TF1385                          SUPERSEDED SURVEY CONTROL
 TF1385
 TF1385  NGVD 29 (??/??/92)  576.272  (m)         1890.65   (f) ADJ UNCH    2 0
 TF1385
 TF1385.Superseded values are not recommended for survey control.
 TF1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1385.See file dsdata.txt to determine how the superseded data were derived.
 TF1385
 TF1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV810014(NAD 83)
 TF1385_MARKER: DB = BENCH MARK DISK
 TF1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1385_STAMPING: H 64 1934
 TF1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1385+STABILITY: SURFACE MOTION
 TF1385
 TF1385  HISTORY     - Date     Condition        Report By
 TF1385  HISTORY     - 1934     MONUMENTED       CGS
 TF1385  HISTORY     - 1963     GOOD             NGS
 TF1385
 TF1385                          STATION DESCRIPTION
 TF1385
 TF1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1385'0.25 MI W FROM NORMA.
 TF1385'ABOUT 0.25 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1385'NORMA, IN SECTION 33, T 161 N, R 87 W, AT A TRAIL ROAD CROSSING, 8 1/2
 TF1385'POLES WEST OF THE STATION, 7 1/2 POLES EAST OF MILE POST 598, 53 FEET
 TF1385'NORTH OF THE NORTH RAIL, 30 FEET EAST OF THE CENTER LINE OF THE TRAIL
 TF1385'ROAD, 6 RAILS WEST OF A SWITCH STAND AT THE WEST END OF A SIDE TRACK,
 TF1385'8 FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 0.8 FEET
 TF1385'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF1385'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1107 ***********************************************************************
 TE1107  DESIGNATION -  H 66
 TE1107  PID         -  TE1107
 TE1107  STATE/COUNTY-  ND/TOWNER
 TE1107  USGS QUAD   -  EGELAND SW (1962)
 TE1107
 TE1107                         *CURRENT SURVEY CONTROL
 TE1107  ___________________________________________________________________
 TE1107* NAD 83(1986)-  48 31 55.     (N)    099 14 20.     (W)     SCALED    
 TE1107* NAVD 88     -       456.179  (meters)    1496.65   (feet)  ADJUSTED  
 TE1107  ___________________________________________________________________
 TE1107  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 TE1107  DYNAMIC HT  -         456.276 (meters)    1496.97  (feet)  COMP
 TE1107  MODELED GRAV-     980,807.9   (mgal)                       NAVD 88
 TE1107
 TE1107  VERT ORDER  -  SECOND    CLASS 0
 TE1107
 TE1107.The horizontal coordinates were scaled from a topographic map and have
 TE1107.an estimated accuracy of +/- 6 seconds.
 TE1107
 TE1107.The orthometric height was determined by differential leveling
 TE1107.and adjusted by the National Geodetic Survey in June 1991..
 TE1107
 TE1107.The geoid height was determined by GEOID03.
 TE1107
 TE1107.The dynamic height is computed by dividing the NAVD 88
 TE1107.geopotential number by the normal gravity value computed on the
 TE1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1107.degrees latitude (g = 980.6199 gals.).
 TE1107
 TE1107.The modeled gravity was interpolated from observed gravity values.
 TE1107
 TE1107;                    North         East    Units  Estimated Accuracy
 TE1107;SPC ND N     -   171,090.      693,130.      MT  (+/- 180 meters Scaled)
 TE1107
 TE1107                          SUPERSEDED SURVEY CONTROL
 TE1107
 TE1107  NGVD 29 (??/??/92)  455.829  (m)         1495.50   (f) ADJ UNCH    2 0
 TE1107
 TE1107.Superseded values are not recommended for survey control.
 TE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1107.See file dsdata.txt to determine how the superseded data were derived.
 TE1107
 TE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU823754(NAD 83)
 TE1107_MARKER: DB = BENCH MARK DISK
 TE1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1107_STAMPING: H 66 1934
 TE1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1107+STABILITY: SURFACE MOTION
 TE1107
 TE1107  HISTORY     - Date     Condition        Report By
 TE1107  HISTORY     - 1934     MONUMENTED       CGS
 TE1107  HISTORY     - 1962     MARK NOT FOUND   NGS
 TE1107
 TE1107                          STATION DESCRIPTION
 TE1107
 TE1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TE1107'3.5 MI NW FROM CANDO.
 TE1107'3.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1107'AT CANDO, TOWNER COUNTY, 0.25 MILE SOUTHEAST OF A SECTION-ROAD
 TE1107'CROSSING, 45.3 FEET NORTHEAST OF THE EAST RAIL, AND 3.1 FEET SOUTHWEST
 TE1107'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 66 1934 AND SET
 TE1107'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0461 ***********************************************************************
 TF0461  DESIGNATION -  H 67
 TF0461  PID         -  TF0461
 TF0461  STATE/COUNTY-  ND/BOTTINEAU
 TF0461  USGS QUAD   -  CARBURY (1956)
 TF0461
 TF0461                         *CURRENT SURVEY CONTROL
 TF0461  ___________________________________________________________________
 TF0461* NAD 83(1986)-  48 59 57.     (N)    100 33 25.     (W)     SCALED    
 TF0461* NAVD 88     -       554.222  (meters)    1818.31   (feet)  ADJUSTED  
 TF0461  ___________________________________________________________________
 TF0461  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 TF0461  DYNAMIC HT  -         554.349 (meters)    1818.73  (feet)  COMP
 TF0461  MODELED GRAV-     980,819.6   (mgal)                       NAVD 88
 TF0461
 TF0461  VERT ORDER  -  SECOND    CLASS 0
 TF0461
 TF0461.The horizontal coordinates were scaled from a topographic map and have
 TF0461.an estimated accuracy of +/- 6 seconds.
 TF0461
 TF0461.The orthometric height was determined by differential leveling
 TF0461.and adjusted by the National Geodetic Survey in June 1991..
 TF0461
 TF0461.The geoid height was determined by GEOID03.
 TF0461
 TF0461.The dynamic height is computed by dividing the NAVD 88
 TF0461.geopotential number by the normal gravity value computed on the
 TF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0461.degrees latitude (g = 980.6199 gals.).
 TF0461
 TF0461.The modeled gravity was interpolated from observed gravity values.
 TF0461
 TF0461;                    North         East    Units  Estimated Accuracy
 TF0461;SPC ND N     -   222,290.      595,830.      MT  (+/- 180 meters Scaled)
 TF0461
 TF0461                          SUPERSEDED SURVEY CONTROL
 TF0461
 TF0461  NGVD 29 (??/??/92)  553.813  (m)         1816.97   (f) ADJ UNCH    2 0
 TF0461
 TF0461.Superseded values are not recommended for survey control.
 TF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0461.See file dsdata.txt to determine how the superseded data were derived.
 TF0461
 TF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV861285(NAD 83)
 TF0461_MARKER: DB = BENCH MARK DISK
 TF0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0461_STAMPING: H 67 1934
 TF0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0461+STABILITY: SURFACE MOTION
 TF0461
 TF0461  HISTORY     - Date     Condition        Report By
 TF0461  HISTORY     - 1934     MONUMENTED       CGS
 TF0461  HISTORY     - 1963     GOOD             NGS
 TF0461
 TF0461                          STATION DESCRIPTION
 TF0461
 TF0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0461'7.3 MI N FROM CARBURY.
 TF0461'7.3 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN RAILWAY
 TF0461'STATION AT CARBURY, BOTTINEAU COUNTY, 43 FEET SOUTH OF THE CANADIAN
 TF0461'BOUNDARY LINE, 46 FEET WEST OF A UNITED STATES CUSTOMS SIGN, AND 63
 TF0461'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 TF0461'H 67 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 TF0461'ABOVE GROUND.  NOTE-- THE HIGHWAY IS BEING REBUILT AND IT APPEARS THAT
 TF0461'THE CENTERLINE OF THE NEW HIGHWAY WILL BE EAST OF ITS PRESENT
 TF0461'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0147 ***********************************************************************
 TF0147  DESIGNATION -  H 68
 TF0147  PID         -  TF0147
 TF0147  STATE/COUNTY-  ND/PIERCE
 TF0147  USGS QUAD   -  ROUND LAKE (1954)
 TF0147
 TF0147                         *CURRENT SURVEY CONTROL
 TF0147  ___________________________________________________________________
 TF0147* NAD 83(1986)-  48 29 13.     (N)    100 09 17.     (W)     SCALED    
 TF0147* NAVD 88     -       451.841  (meters)    1482.41   (feet)  ADJUSTED  
 TF0147  ___________________________________________________________________
 TF0147  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TF0147  DYNAMIC HT  -         451.941 (meters)    1482.74  (feet)  COMP
 TF0147  MODELED GRAV-     980,818.6   (mgal)                       NAVD 88
 TF0147
 TF0147  VERT ORDER  -  SECOND    CLASS 0
 TF0147
 TF0147.The horizontal coordinates were scaled from a topographic map and have
 TF0147.an estimated accuracy of +/- 6 seconds.
 TF0147
 TF0147.The orthometric height was determined by differential leveling
 TF0147.and adjusted by the National Geodetic Survey in June 1991..
 TF0147
 TF0147.The geoid height was determined by GEOID03.
 TF0147
 TF0147.The dynamic height is computed by dividing the NAVD 88
 TF0147.geopotential number by the normal gravity value computed on the
 TF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0147.degrees latitude (g = 980.6199 gals.).
 TF0147
 TF0147.The modeled gravity was interpolated from observed gravity values.
 TF0147
 TF0147;                    North         East    Units  Estimated Accuracy
 TF0147;SPC ND N     -   165,380.      625,520.      MT  (+/- 180 meters Scaled)
 TF0147
 TF0147                          SUPERSEDED SURVEY CONTROL
 TF0147
 TF0147  NGVD 29 (??/??/92)  451.479  (m)         1481.23   (f) ADJ UNCH    2 0
 TF0147
 TF0147.Superseded values are not recommended for survey control.
 TF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0147.See file dsdata.txt to determine how the superseded data were derived.
 TF0147
 TF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU146710(NAD 83)
 TF0147_MARKER: DB = BENCH MARK DISK
 TF0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0147_STAMPING: H 68 1934
 TF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0147+STABILITY: SURFACE MOTION
 TF0147
 TF0147  HISTORY     - Date     Condition        Report By
 TF0147  HISTORY     - 1934     MONUMENTED       CGS
 TF0147  HISTORY     - 1935     GOOD             NGS
 TF0147  HISTORY     - 1973     GOOD             NDSU
 TF0147
 TF0147                          STATION DESCRIPTION
 TF0147
 TF0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0147'1.7 MI SE FROM BARTON.
 TF0147'1.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM BARTON,
 TF0147'PIERCE COUNTY, 59 FEET SOUTH OF A SECTION-LINE ROAD CROSSING, 45 FEET
 TF0147'SOUTHWEST OF THE SOUTHWEST RAIL, 44.3 FEET SOUTHEAST OF RIGHT-OF-WAY
 TF0147'FENCE CORNER, AND 2.3 FEET NORTHEAST OF THE FENCE, AND SET IN THE TOP
 TF0147'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 TF0147
 TF0147                          STATION RECOVERY (1973)
 TF0147
 TF0147'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1973
 TF0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0118 ***********************************************************************
 SO0118  DESIGNATION -  H 7 B 1
 SO0118  PID         -  SO0118
 SO0118  STATE/COUNTY-  ND/MOUNTRAIL
 SO0118  USGS QUAD   -  PARSHALL SE (1967)
 SO0118
 SO0118                         *CURRENT SURVEY CONTROL
 SO0118  ___________________________________________________________________
 SO0118* NAD 83(1986)-  47 51 21.     (N)    102 07 20.     (W)     SCALED    
 SO0118* NAVD 88     -       664.316  (meters)    2179.51   (feet)  ADJUSTED  
 SO0118  ___________________________________________________________________
 SO0118  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0118  DYNAMIC HT  -         664.400 (meters)    2179.79  (feet)  COMP
 SO0118  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SO0118
 SO0118  VERT ORDER  -  SECOND    CLASS 0
 SO0118
 SO0118.The horizontal coordinates were scaled from a topographic map and have
 SO0118.an estimated accuracy of +/- 6 seconds.
 SO0118
 SO0118.The orthometric height was determined by differential leveling
 SO0118.and adjusted by the National Geodetic Survey in June 1991..
 SO0118
 SO0118.The geoid height was determined by GEOID03.
 SO0118
 SO0118.The dynamic height is computed by dividing the NAVD 88
 SO0118.geopotential number by the normal gravity value computed on the
 SO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0118.degrees latitude (g = 980.6199 gals.).
 SO0118
 SO0118.The modeled gravity was interpolated from observed gravity values.
 SO0118
 SO0118;                    North         East    Units  Estimated Accuracy
 SO0118;SPC ND N     -    96,430.      478,620.      MT  (+/- 180 meters Scaled)
 SO0118
 SO0118                          SUPERSEDED SURVEY CONTROL
 SO0118
 SO0118  NGVD 29 (??/??/92)  663.88   (m)         2178.1    (f) COMPUTED    2 0
 SO0118
 SO0118.Superseded values are not recommended for survey control.
 SO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0118.See file dsdata.txt to determine how the superseded data were derived.
 SO0118
 SO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP152042(NAD 83)
 SO0118_MARKER: DD = SURVEY DISK
 SO0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0118+STABILITY: SURFACE MOTION
 SO0118
 SO0118  HISTORY     - Date     Condition        Report By
 SO0118  HISTORY     - UNK      MONUMENTED       DOD
 SO0118  HISTORY     - 1963     GOOD             NGS
 SO0118
 SO0118                          STATION DESCRIPTION
 SO0118
 SO0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0118'7.1 MI S FROM PARSHALL.
 SO0118'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0118'PARSHALL, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 0.3
 SO0118'MILE EAST ACROSS A FIELD, 1107 FEET NORTHEAST OF SITE H 7, 276 FEET
 SO0118'NORTH OF A ROW OF TREES, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 SO0118'TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0119 ***********************************************************************
 SO0119  DESIGNATION -  H 7 B 2
 SO0119  PID         -  SO0119
 SO0119  STATE/COUNTY-  ND/MOUNTRAIL
 SO0119  USGS QUAD   -  PARSHALL SE (1967)
 SO0119
 SO0119                         *CURRENT SURVEY CONTROL
 SO0119  ___________________________________________________________________
 SO0119* NAD 83(1986)-  47 51 12.     (N)    102 07 20.     (W)     SCALED    
 SO0119* NAVD 88     -       664.366  (meters)    2179.67   (feet)  ADJUSTED  
 SO0119  ___________________________________________________________________
 SO0119  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0119  DYNAMIC HT  -         664.450 (meters)    2179.95  (feet)  COMP
 SO0119  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 SO0119
 SO0119  VERT ORDER  -  SECOND    CLASS 0
 SO0119
 SO0119.The horizontal coordinates were scaled from a topographic map and have
 SO0119.an estimated accuracy of +/- 6 seconds.
 SO0119
 SO0119.The orthometric height was determined by differential leveling
 SO0119.and adjusted by the National Geodetic Survey in June 1991..
 SO0119
 SO0119.The geoid height was determined by GEOID03.
 SO0119
 SO0119.The dynamic height is computed by dividing the NAVD 88
 SO0119.geopotential number by the normal gravity value computed on the
 SO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0119.degrees latitude (g = 980.6199 gals.).
 SO0119
 SO0119.The modeled gravity was interpolated from observed gravity values.
 SO0119
 SO0119;                    North         East    Units  Estimated Accuracy
 SO0119;SPC ND N     -    96,150.      478,610.      MT  (+/- 180 meters Scaled)
 SO0119
 SO0119                          SUPERSEDED SURVEY CONTROL
 SO0119
 SO0119  NGVD 29 (??/??/92)  663.93   (m)         2178.2    (f) COMPUTED    2 0
 SO0119
 SO0119.Superseded values are not recommended for survey control.
 SO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0119.See file dsdata.txt to determine how the superseded data were derived.
 SO0119
 SO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP152040(NAD 83)
 SO0119_MARKER: DD = SURVEY DISK
 SO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0119+STABILITY: SURFACE MOTION
 SO0119
 SO0119  HISTORY     - Date     Condition        Report By
 SO0119  HISTORY     - UNK      MONUMENTED       DOD
 SO0119  HISTORY     - 1962     GOOD             NGS
 SO0119
 SO0119                          STATION DESCRIPTION
 SO0119
 SO0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0119'7.3 MI S FROM PARSHALL.
 SO0119'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0119'PARSHALL, THENCE 6.65 MILE EAST ALONG STATE HIGHWAY 37, THENCE 0.3
 SO0119'MILE EAST ACROSS A FIELD, THENCE 0.15 MILE SOUTH ACROSS A FIELD, 0.15
 SO0119'MILE EAST OF SITE H 7, 306 FEET NORTH OF A ROW OF TREES, A 1 1/2 X 4
 SO0119'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF TRIBRACH WAS
 SO0119'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0116 ***********************************************************************
 SO0116  DESIGNATION -  H 7 Z
 SO0116  PID         -  SO0116
 SO0116  STATE/COUNTY-  ND/MOUNTRAIL
 SO0116  USGS QUAD   -  PARSHALL SW (1967)
 SO0116
 SO0116                         *CURRENT SURVEY CONTROL
 SO0116  ___________________________________________________________________
 SO0116* NAD 83(1986)-  47 51 21.     (N)    102 07 44.     (W)     SCALED    
 SO0116* NAVD 88     -       664.977  (meters)    2181.68   (feet)  ADJUSTED  
 SO0116  ___________________________________________________________________
 SO0116  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0116  DYNAMIC HT  -         665.060 (meters)    2181.95  (feet)  COMP
 SO0116  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 SO0116
 SO0116  VERT ORDER  -  SECOND    CLASS 0
 SO0116
 SO0116.The horizontal coordinates were scaled from a topographic map and have
 SO0116.an estimated accuracy of +/- 6 seconds.
 SO0116
 SO0116.The orthometric height was determined by differential leveling
 SO0116.and adjusted by the National Geodetic Survey in June 1991..
 SO0116
 SO0116.The geoid height was determined by GEOID03.
 SO0116
 SO0116.The dynamic height is computed by dividing the NAVD 88
 SO0116.geopotential number by the normal gravity value computed on the
 SO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0116.degrees latitude (g = 980.6199 gals.).
 SO0116
 SO0116.The modeled gravity was interpolated from observed gravity values.
 SO0116
 SO0116;                    North         East    Units  Estimated Accuracy
 SO0116;SPC ND N     -    96,440.      478,120.      MT  (+/- 180 meters Scaled)
 SO0116
 SO0116                          SUPERSEDED SURVEY CONTROL
 SO0116
 SO0116  NGVD 29 (??/??/92)  664.54   (m)         2180.2    (f) COMPUTED    2 0
 SO0116
 SO0116.Superseded values are not recommended for survey control.
 SO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0116.See file dsdata.txt to determine how the superseded data were derived.
 SO0116
 SO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP147042(NAD 83)
 SO0116_MARKER: DS = TRIANGULATION STATION DISK
 SO0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0116_STAMPING: H 7 Z 1962
 SO0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0116+STABILITY: SURFACE MOTION
 SO0116
 SO0116  HISTORY     - Date     Condition        Report By
 SO0116  HISTORY     - 1962     MONUMENTED       CGS
 SO0116
 SO0116                          STATION DESCRIPTION
 SO0116
 SO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0116'6.8 MI S FROM PARSHALL.
 SO0116'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0116'PARSHALL, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 37, 0.15 MILE
 SO0116'SOUTH OF THE ENTRANCE TO A FARMHOUSE, 0.15 MILE NORTH AND ACROSS THE
 SO0116'HIGHWAY FROM THE ENTRANCE TO SITE H 7, 68 FEET WEST OF THE CENTERLINE
 SO0116'OF THE HIGHWAY, 44.0 FEET NORTH-NORTHEAST OF R.M. 1, 30.0 FEET
 SO0116'SOUTH-SOUTHEAST OF R.M. 2, 11 FEET EAST OF A FENCE, 5.0 FEET NORTHEAST
 SO0116'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SO0116'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0117 ***********************************************************************
 SO0117  DESIGNATION -  H 7 Z RM 1
 SO0117  PID         -  SO0117
 SO0117  STATE/COUNTY-  ND/MOUNTRAIL
 SO0117  USGS QUAD   -  PARSHALL SW (1967)
 SO0117
 SO0117                         *CURRENT SURVEY CONTROL
 SO0117  ___________________________________________________________________
 SO0117* NAD 83(1986)-  47 51 21.     (N)    102 07 45.     (W)     SCALED    
 SO0117* NAVD 88     -       665.117  (meters)    2182.14   (feet)  ADJUSTED  
 SO0117  ___________________________________________________________________
 SO0117  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0117  DYNAMIC HT  -         665.200 (meters)    2182.41  (feet)  COMP
 SO0117  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 SO0117
 SO0117  VERT ORDER  -  SECOND    CLASS 0
 SO0117
 SO0117.The horizontal coordinates were scaled from a topographic map and have
 SO0117.an estimated accuracy of +/- 6 seconds.
 SO0117
 SO0117.The orthometric height was determined by differential leveling
 SO0117.and adjusted by the National Geodetic Survey in June 1991..
 SO0117
 SO0117.The geoid height was determined by GEOID03.
 SO0117
 SO0117.The dynamic height is computed by dividing the NAVD 88
 SO0117.geopotential number by the normal gravity value computed on the
 SO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0117.degrees latitude (g = 980.6199 gals.).
 SO0117
 SO0117.The modeled gravity was interpolated from observed gravity values.
 SO0117
 SO0117;                    North         East    Units  Estimated Accuracy
 SO0117;SPC ND N     -    96,440.      478,100.      MT  (+/- 180 meters Scaled)
 SO0117
 SO0117                          SUPERSEDED SURVEY CONTROL
 SO0117
 SO0117  NGVD 29 (??/??/92)  664.68   (m)         2180.7    (f) COMPUTED    2 0
 SO0117
 SO0117.Superseded values are not recommended for survey control.
 SO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0117.See file dsdata.txt to determine how the superseded data were derived.
 SO0117
 SO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP147042(NAD 83)
 SO0117_MARKER: DR = REFERENCE MARK DISK
 SO0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0117_STAMPING: H 7 Z NO 1 1962
 SO0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0117+STABILITY: SURFACE MOTION
 SO0117
 SO0117  HISTORY     - Date     Condition        Report By
 SO0117  HISTORY     - 1962     MONUMENTED       CGS
 SO0117
 SO0117                          STATION DESCRIPTION
 SO0117
 SO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0117'6.8 MI S FROM PARSHALL.
 SO0117'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0117'PARSHALL, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 37, 77.0 FEET
 SO0117'WEST OF THE CENTERLINE OF THE HIGHWAY, 73.5 FEET SOUTH OF R.M. 2, 44.0
 SO0117'FEET SOUTH-SOUTHWEST OF THE STATION MARK, 2.0 FEET EAST OF A FENCE,
 SO0117'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SO0117'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0115 ***********************************************************************
 SO0115  DESIGNATION -  H 7 Z RM 2
 SO0115  PID         -  SO0115
 SO0115  STATE/COUNTY-  ND/MOUNTRAIL
 SO0115  USGS QUAD   -  PARSHALL SW (1967)
 SO0115
 SO0115                         *CURRENT SURVEY CONTROL
 SO0115  ___________________________________________________________________
 SO0115* NAD 83(1986)-  47 51 20.     (N)    102 07 46.     (W)     SCALED    
 SO0115* NAVD 88     -       664.886  (meters)    2181.38   (feet)  ADJUSTED  
 SO0115  ___________________________________________________________________
 SO0115  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0115  DYNAMIC HT  -         664.970 (meters)    2181.66  (feet)  COMP
 SO0115  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 SO0115
 SO0115  VERT ORDER  -  SECOND    CLASS 0
 SO0115
 SO0115.The horizontal coordinates were scaled from a topographic map and have
 SO0115.an estimated accuracy of +/- 6 seconds.
 SO0115
 SO0115.The orthometric height was determined by differential leveling
 SO0115.and adjusted by the National Geodetic Survey in June 1991..
 SO0115
 SO0115.The geoid height was determined by GEOID03.
 SO0115
 SO0115.The dynamic height is computed by dividing the NAVD 88
 SO0115.geopotential number by the normal gravity value computed on the
 SO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0115.degrees latitude (g = 980.6199 gals.).
 SO0115
 SO0115.The modeled gravity was interpolated from observed gravity values.
 SO0115
 SO0115;                    North         East    Units  Estimated Accuracy
 SO0115;SPC ND N     -    96,410.      478,080.      MT  (+/- 180 meters Scaled)
 SO0115
 SO0115                          SUPERSEDED SURVEY CONTROL
 SO0115
 SO0115  NGVD 29 (??/??/92)  664.45   (m)         2179.9    (f) COMPUTED    2 0
 SO0115
 SO0115.Superseded values are not recommended for survey control.
 SO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0115.See file dsdata.txt to determine how the superseded data were derived.
 SO0115
 SO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP147042(NAD 83)
 SO0115_MARKER: DR = REFERENCE MARK DISK
 SO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0115_STAMPING: H 7 Z NO 2 1962
 SO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0115+STABILITY: SURFACE MOTION
 SO0115
 SO0115  HISTORY     - Date     Condition        Report By
 SO0115  HISTORY     - 1962     MONUMENTED       CGS
 SO0115
 SO0115                          STATION DESCRIPTION
 SO0115
 SO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0115'6.8 MI S FROM PARSHALL.
 SO0115'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0115'PARSHALL, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 37, 77.5 FEET
 SO0115'WEST OF THE CENTERLINE OF THE HIGHWAY, 73.5 FEET NORTH OF R.M. 1, 30.0
 SO0115'FEET NORTH-NORTHWEST OF THE STATION MARK, 1.5 FEET EAST OF A FENCE,
 SO0115'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SO0115'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0852 ***********************************************************************
 SM0852  DESIGNATION -  H 70
 SM0852  PID         -  SM0852
 SM0852  STATE/COUNTY-  ND/WELLS
 SM0852  USGS QUAD   -  HURDSFIELD (1978)
 SM0852
 SM0852                         *CURRENT SURVEY CONTROL
 SM0852  ___________________________________________________________________
 SM0852* NAD 83(1986)-  47 26 35.     (N)    099 58 07.     (W)     SCALED    
 SM0852* NAVD 88     -       575.880  (meters)    1889.37   (feet)  ADJUSTED  
 SM0852  ___________________________________________________________________
 SM0852  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SM0852  DYNAMIC HT  -         575.925 (meters)    1889.51  (feet)  COMP
 SM0852  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 SM0852
 SM0852  VERT ORDER  -  SECOND    CLASS 0
 SM0852
 SM0852.The horizontal coordinates were scaled from a topographic map and have
 SM0852.an estimated accuracy of +/- 6 seconds.
 SM0852
 SM0852.The orthometric height was determined by differential leveling
 SM0852.and adjusted by the National Geodetic Survey in June 1991..
 SM0852
 SM0852.The geoid height was determined by GEOID03.
 SM0852
 SM0852.The dynamic height is computed by dividing the NAVD 88
 SM0852.geopotential number by the normal gravity value computed on the
 SM0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0852.degrees latitude (g = 980.6199 gals.).
 SM0852
 SM0852.The modeled gravity was interpolated from observed gravity values.
 SM0852
 SM0852;                    North         East    Units  Estimated Accuracy
 SM0852;SPC ND N     -    49,400.      640,080.      MT  (+/- 180 meters Scaled)
 SM0852
 SM0852                          SUPERSEDED SURVEY CONTROL
 SM0852
 SM0852  NGVD 29 (??/??/92)  575.462  (m)         1887.99   (f) ADJ UNCH    2 0
 SM0852
 SM0852.Superseded values are not recommended for survey control.
 SM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0852.See file dsdata.txt to determine how the superseded data were derived.
 SM0852
 SM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT269548(NAD 83)
 SM0852_MARKER: DB = BENCH MARK DISK
 SM0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0852_STAMPING: H-70 1934
 SM0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0852+STABILITY: SURFACE MOTION
 SM0852
 SM0852  HISTORY     - Date     Condition        Report By
 SM0852  HISTORY     - 1934     MONUMENTED       CGS
 SM0852  HISTORY     - 1940     GOOD             NGS
 SM0852  HISTORY     - 1960     GOOD             NGS
 SM0852
 SM0852                          STATION DESCRIPTION
 SM0852
 SM0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SM0852'2.2 MI W FROM HURDSFIELD.
 SM0852'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM HURDSFIELD,
 SM0852'WELLS COUNTY, AT THE JUNCTION OF STATE HIGHWAYS 3 AND 7, ABOUT 40
 SM0852'YARDS NORTHEAST OF AN 18 INCH CORRUGATED IRON CULVERT, 54 FEET EAST OF
 SM0852'THE CENTER LINE OF STATE HIGHWAY 3, 86 FEET SOUTH OF THE CENTER LINE
 SM0852'OF STATE HIGHWAY 7, AND 43 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 SM0852'HIGHWAY 3 ON THE TURN.  A STANDARD DISK, STAMPED H 70 1934 AND SET IN
 SM0852'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 SM0852
 SM0852                          STATION RECOVERY (1960)
 SM0852
 SM0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0395 ***********************************************************************
 RQ0395  DESIGNATION -  H 71 RESET
 RQ0395  PID         -  RQ0395
 RQ0395  STATE/COUNTY-  ND/KIDDER
 RQ0395  USGS QUAD   -  STEELE NW (1952)
 RQ0395
 RQ0395                         *CURRENT SURVEY CONTROL
 RQ0395  ___________________________________________________________________
 RQ0395* NAD 83(1986)-  46 54 30.     (N)    099 55 55.     (W)     SCALED    
 RQ0395* NAVD 88     -       561.57   (+/-2cm)    1842.4    (feet)  VERTCON   
 RQ0395  ___________________________________________________________________
 RQ0395  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 RQ0395
 RQ0395  VERT ORDER  -  THIRD (See Below)
 RQ0395
 RQ0395.The horizontal coordinates were scaled from a topographic map and have
 RQ0395.an estimated accuracy of +/- 6 seconds.
 RQ0395
 RQ0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0395.The vertical order pertains to the NGVD 29 superseded value.
 RQ0395
 RQ0395.The geoid height was determined by GEOID03.
 RQ0395
 RQ0395;                    North         East    Units  Estimated Accuracy
 RQ0395;SPC ND S     -   138,180.      643,280.      MT  (+/- 180 meters Scaled)
 RQ0395
 RQ0395                          SUPERSEDED SURVEY CONTROL
 RQ0395
 RQ0395  NGVD 29 (11/04/04)  561.15   (m)         1841.0    (f) RESET       3  
 RQ0395
 RQ0395.Superseded values are not recommended for survey control.
 RQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0395.See file dsdata.txt to determine how the superseded data were derived.
 RQ0395
 RQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS290953(NAD 83)
 RQ0395_MARKER: DD = SURVEY DISK
 RQ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0395_STAMPING: H 71 RESET 1953
 RQ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0395+STABILITY: SURFACE MOTION
 RQ0395
 RQ0395  HISTORY     - Date     Condition        Report By
 RQ0395  HISTORY     - 1953     MONUMENTED       NDHD
 RQ0395  HISTORY     - 1959     GOOD             NGS
 RQ0395
 RQ0395                          STATION DESCRIPTION
 RQ0395
 RQ0395'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1953
 RQ0395'0.9 MI W FROM STEELE.
 RQ0395'0.9 MILE WEST ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 RQ0395'STATION AT STEELE, KIDDER COUNTY, THENCE 3.6 MILES NORTH ALONG STATE
 RQ0395'HIGHWAY 3.  NEAR THE INTERSECTION OF A SECTION-LINE ROAD, 125 FEET
 RQ0395'SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, 67 FEET WEST OF THE
 RQ0395'CENTERLINE OF THE HIGHWAY, AND 2.5 FEET NORTH OF A POWER POLE. A
 RQ0395'STANDARD DISK, STAMPED H 71 RESET 1953 AND SET IN THE TOP OF A
 RQ0395'CONCRETE POST.
 RQ0395
 RQ0395                          STATION RECOVERY (1959)
 RQ0395
 RQ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1257 ***********************************************************************
 TE1257  DESIGNATION -  H 73
 TE1257  PID         -  TE1257
 TE1257  STATE/COUNTY-  ND/BENSON
 TE1257  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1257
 TE1257                         *CURRENT SURVEY CONTROL
 TE1257  ___________________________________________________________________
 TE1257* NAD 83(1986)-  48 07 25.     (N)    099 17 10.     (W)     SCALED    
 TE1257* NAVD 88     -       452.373  (meters)    1484.16   (feet)  ADJUSTED  
 TE1257  ___________________________________________________________________
 TE1257  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 TE1257  DYNAMIC HT  -         452.444 (meters)    1484.39  (feet)  COMP
 TE1257  MODELED GRAV-     980,755.5   (mgal)                       NAVD 88
 TE1257
 TE1257  VERT ORDER  -  FIRST     CLASS II
 TE1257
 TE1257.The horizontal coordinates were scaled from a topographic map and have
 TE1257.an estimated accuracy of +/- 6 seconds.
 TE1257
 TE1257.The orthometric height was determined by differential leveling
 TE1257.and adjusted by the National Geodetic Survey in June 1991..
 TE1257
 TE1257.The geoid height was determined by GEOID03.
 TE1257
 TE1257.The dynamic height is computed by dividing the NAVD 88
 TE1257.geopotential number by the normal gravity value computed on the
 TE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1257.degrees latitude (g = 980.6199 gals.).
 TE1257
 TE1257.The modeled gravity was interpolated from observed gravity values.
 TE1257
 TE1257;                    North         East    Units  Estimated Accuracy
 TE1257;SPC ND N     -   125,640.      690,360.      MT  (+/- 180 meters Scaled)
 TE1257
 TE1257                          SUPERSEDED SURVEY CONTROL
 TE1257
 TE1257  NGVD 29 (??/??/92)  451.998  (m)         1482.93   (f) ADJ UNCH    1 2
 TE1257
 TE1257.Superseded values are not recommended for survey control.
 TE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1257.See file dsdata.txt to determine how the superseded data were derived.
 TE1257
 TE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU787300(NAD 83)
 TE1257_MARKER: DB = BENCH MARK DISK
 TE1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1257_STAMPING: H 73 1934
 TE1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1257+STABILITY: SURFACE MOTION
 TE1257
 TE1257  HISTORY     - Date     Condition        Report By
 TE1257  HISTORY     - 1934     MONUMENTED       CGS
 TE1257  HISTORY     - 1935     GOOD             NGS
 TE1257  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1257  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 TE1257
 TE1257                          STATION DESCRIPTION
 TE1257
 TE1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1257'4 MI NW FROM MINNEWAUKAN.
 TE1257'ABOUT 4 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 TE1257'STATION AT MINNEWAUKAN, BENSON COUNTY, AT THE SOUTHWEST CORNER OF
 TE1257'SECTION 28, T 154 N, R 67 W, ABOUT 250 FEET NORTHWEST OF MILEPOST 93,
 TE1257'AT A SECTION-LINE ROAD CROSSING, 70 FEET EAST OF THE CENTERLINE OF THE
 TE1257'ROAD, AND 51 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED H
 TE1257'73 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 TE1257'INCHES ABOVE GROUND.
 TE1257
 TE1257                          STATION RECOVERY (1982)
 TE1257
 TE1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1257'NOT RECOVERED, SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED BY FARM
 TE1257'EQUIPMENT.
 TE1257
 TE1257                          STATION RECOVERY (1986)
 TE1257
 TE1257'RECOVERY NOTE BY US POWER SQUADRON 1986 (LK)
 TE1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0534 ***********************************************************************
 SM0534  DESIGNATION -  H 74
 SM0534  PID         -  SM0534
 SM0534  STATE/COUNTY-  ND/FOSTER
 SM0534  USGS QUAD   -  KENSAL NW (1951)
 SM0534
 SM0534                         *CURRENT SURVEY CONTROL
 SM0534  ___________________________________________________________________
 SM0534* NAD 83(1986)-  47 27 24.     (N)    098 38 57.     (W)     SCALED    
 SM0534* NAVD 88     -       459.023  (meters)    1505.98   (feet)  ADJUSTED  
 SM0534  ___________________________________________________________________
 SM0534  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SM0534  DYNAMIC HT  -         459.076 (meters)    1506.15  (feet)  COMP
 SM0534  MODELED GRAV-     980,714.0   (mgal)                       NAVD 88
 SM0534
 SM0534  VERT ORDER  -  SECOND    CLASS 0
 SM0534
 SM0534.The horizontal coordinates were scaled from a topographic map and have
 SM0534.an estimated accuracy of +/- 6 seconds.
 SM0534
 SM0534.The orthometric height was determined by differential leveling
 SM0534.and adjusted by the National Geodetic Survey in June 1991..
 SM0534
 SM0534.The geoid height was determined by GEOID03.
 SM0534
 SM0534.The dynamic height is computed by dividing the NAVD 88
 SM0534.geopotential number by the normal gravity value computed on the
 SM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0534.degrees latitude (g = 980.6199 gals.).
 SM0534
 SM0534.The modeled gravity was interpolated from observed gravity values.
 SM0534
 SM0534;                    North         East    Units  Estimated Accuracy
 SM0534;SPC ND N     -    52,450.      739,550.      MT  (+/- 180 meters Scaled)
 SM0534
 SM0534                          SUPERSEDED SURVEY CONTROL
 SM0534
 SM0534  NGVD 29 (??/??/92)  458.66   (m)         1504.8    (f) COMPUTED    2 0
 SM0534
 SM0534.Superseded values are not recommended for survey control.
 SM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0534.See file dsdata.txt to determine how the superseded data were derived.
 SM0534
 SM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT264559(NAD 83)
 SM0534_MARKER: DB = BENCH MARK DISK
 SM0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0534_STAMPING: H-74 1935
 SM0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0534+STABILITY: SURFACE MOTION
 SM0534
 SM0534  HISTORY     - Date     Condition        Report By
 SM0534  HISTORY     - 1935     MONUMENTED       CGS
 SM0534  HISTORY     - 1935     GOOD             NGS
 SM0534
 SM0534                          STATION DESCRIPTION
 SM0534
 SM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0534'3.3 MI W FROM GLENFIELD.
 SM0534'3.3 MILES WEST OF GLENFIELD, ALONG ST. HWY. NO. 7, FROM GREAT NORTHERN
 SM0534'RAILROAD CROSSING ST. HIGHWAY NO. 7.  R 63 W, T 146 N, SEC. 23, CORNER
 SM0534'OF SECTIONS 23, 24, 13, 14, N.E. CORNER OF SEC. 23.  75.8 FEET
 SM0534'SOUTHWEST OF CENTERLINE OF INTERSECTION OF ST. HWY. NO. 7 AND CROSS
 SM0534'ROAD.  66 FEET WEST OF CENTERLINE OF CROSS ROAD.  36 FEET SOUTH OF
 SM0534'CENTERLINE OF ST. HWY. NO. 7.  5.7 FEET SOUTH OF SLOPE OF BAR PIT
 SM0534'DITCH, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY.  TABLET SET IN PRECAST
 SM0534'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0535 ***********************************************************************
 SM0535  DESIGNATION -  H 74 RESET
 SM0535  PID         -  SM0535
 SM0535  STATE/COUNTY-  ND/FOSTER
 SM0535  USGS QUAD   -  KENSAL NW (1951)
 SM0535
 SM0535                         *CURRENT SURVEY CONTROL
 SM0535  ___________________________________________________________________
 SM0535* NAD 83(1986)-  47 27 24.     (N)    098 38 57.     (W)     SCALED    
 SM0535* NAVD 88     -       458.83   (+/-2cm)    1505.3    (feet)  VERTCON   
 SM0535  ___________________________________________________________________
 SM0535  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SM0535
 SM0535  VERT ORDER  -  THIRD (See Below)
 SM0535
 SM0535.The horizontal coordinates were scaled from a topographic map and have
 SM0535.an estimated accuracy of +/- 6 seconds.
 SM0535
 SM0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0535.The vertical order pertains to the NGVD 29 superseded value.
 SM0535
 SM0535.The geoid height was determined by GEOID03.
 SM0535
 SM0535;                    North         East    Units  Estimated Accuracy
 SM0535;SPC ND N     -    52,450.      739,550.      MT  (+/- 180 meters Scaled)
 SM0535
 SM0535                          SUPERSEDED SURVEY CONTROL
 SM0535
 SM0535  NGVD 29 (??/??/??)  458.47   (m)         1504.2    (f) RESET       3  
 SM0535
 SM0535.Superseded values are not recommended for survey control.
 SM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0535.See file dsdata.txt to determine how the superseded data were derived.
 SM0535
 SM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT264559(NAD 83)
 SM0535_MARKER: DB = BENCH MARK DISK
 SM0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0535_STAMPING: H 74 1949
 SM0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0535+STABILITY: SURFACE MOTION
 SM0535
 SM0535  HISTORY     - Date     Condition        Report By
 SM0535  HISTORY     - 1949     MONUMENTED       NDHD
 SM0535  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0535
 SM0535                          STATION DESCRIPTION
 SM0535
 SM0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0535'4.0 MI W FROM GLENFIELD.
 SM0535'4.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF STATE
 SM0535'HIGHWAY 20 AT GLENFIELD, FOSTER COUNTY, AT THE NORTHEAST CORNER OF
 SM0535'SEC. 23, T. 146 N., R. 63 W., 86 FEET SOUTH OF THE CENTERLINE OF THE
 SM0535'HIGHWAY, 65 FEET WEST OF THE SECTION CORNER, INSIDE INTERSECTING
 SM0535'FENCES, AND 35 FEET FROM THE FENCE CORNER.  A STANDARD DISK, STAMPED H
 SM0535'74 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS
 SM0535'IN CULTIVATED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0494 ***********************************************************************
 TG0494  DESIGNATION -  H 77
 TG0494  PID         -  TG0494
 TG0494  STATE/COUNTY-  ND/MOUNTRAIL
 TG0494  USGS QUAD   -  BELDEN (1981)
 TG0494
 TG0494                         *CURRENT SURVEY CONTROL
 TG0494  ___________________________________________________________________
 TG0494* NAD 83(1986)-  48 14 25.     (N)    102 22 28.     (W)     SCALED    
 TG0494* NAVD 88     -       687.725  (meters)    2256.31   (feet)  ADJUSTED  
 TG0494  ___________________________________________________________________
 TG0494  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0494  DYNAMIC HT  -         687.827 (meters)    2256.65  (feet)  COMP
 TG0494  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 TG0494
 TG0494  VERT ORDER  -  SECOND    CLASS 0
 TG0494
 TG0494.The horizontal coordinates were scaled from a topographic map and have
 TG0494.an estimated accuracy of +/- 6 seconds.
 TG0494
 TG0494.The orthometric height was determined by differential leveling
 TG0494.and adjusted by the National Geodetic Survey in June 1991..
 TG0494
 TG0494.The geoid height was determined by GEOID03.
 TG0494
 TG0494.The dynamic height is computed by dividing the NAVD 88
 TG0494.geopotential number by the normal gravity value computed on the
 TG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0494.degrees latitude (g = 980.6199 gals.).
 TG0494
 TG0494.The modeled gravity was interpolated from observed gravity values.
 TG0494
 TG0494;                    North         East    Units  Estimated Accuracy
 TG0494;SPC ND N     -   139,590.      460,790.      MT  (+/- 180 meters Scaled)
 TG0494
 TG0494                          SUPERSEDED SURVEY CONTROL
 TG0494
 TG0494.No superseded survey control is available for this station.
 TG0494
 TG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP949463(NAD 83)
 TG0494_MARKER: DB = BENCH MARK DISK
 TG0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0494_STAMPING: H-77 1934
 TG0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0494+STABILITY: SURFACE MOTION
 TG0494
 TG0494  HISTORY     - Date     Condition        Report By
 TG0494  HISTORY     - 1934     MONUMENTED       CGS
 TG0494  HISTORY     - 1940     GOOD             NGS
 TG0494
 TG0494                          STATION DESCRIPTION
 TG0494
 TG0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG0494'6.2 MI S FROM STANLEY.
 TG0494'6.2 MILES SOUTH OF THE COUNTY COURT HOUSE AT STANLEY, 51 FEET NORTH OF
 TG0494'THE CENTER LINE OF A COUNTRY ROAD THAT TURNS EAST OFF THE HIGHWAY,
 TG0494'33.5 FEET WEST OF THE CENTER LINE OF NORTH HEAD-WALL OF A 18-INCH
 TG0494'CORRUGATED IRON PIPE CULVERT UNDER SECTION OR COUNTY ROAD, 29 FEET
 TG0494'NORTH-EAST OF CENTER LINE OF HIGHWAY 8, 1 FOOT SOUTH OF A WHITE WOODEN
 TG0494'POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED H-77 1934 AND SET IN
 TG0494'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0495 ***********************************************************************
 TG0495  DESIGNATION -  H 77 RESET
 TG0495  PID         -  TG0495
 TG0495  STATE/COUNTY-  ND/MOUNTRAIL
 TG0495  USGS QUAD   -  BELDEN (1981)
 TG0495
 TG0495                         *CURRENT SURVEY CONTROL
 TG0495  ___________________________________________________________________
 TG0495* NAD 83(1986)-  48 14 25.     (N)    102 22 28.     (W)     SCALED    
 TG0495* NAVD 88     -       688.321  (meters)    2258.27   (feet)  ADJUSTED  
 TG0495  ___________________________________________________________________
 TG0495  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0495  DYNAMIC HT  -         688.423 (meters)    2258.60  (feet)  COMP
 TG0495  MODELED GRAV-     980,736.1   (mgal)                       NAVD 88
 TG0495
 TG0495  VERT ORDER  -  SECOND    CLASS 0
 TG0495
 TG0495.The horizontal coordinates were scaled from a topographic map and have
 TG0495.an estimated accuracy of +/- 6 seconds.
 TG0495
 TG0495.The orthometric height was determined by differential leveling
 TG0495.and adjusted by the National Geodetic Survey in June 1991..
 TG0495
 TG0495.The geoid height was determined by GEOID03.
 TG0495
 TG0495.The dynamic height is computed by dividing the NAVD 88
 TG0495.geopotential number by the normal gravity value computed on the
 TG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0495.degrees latitude (g = 980.6199 gals.).
 TG0495
 TG0495.The modeled gravity was interpolated from observed gravity values.
 TG0495
 TG0495;                    North         East    Units  Estimated Accuracy
 TG0495;SPC ND N     -   139,590.      460,790.      MT  (+/- 180 meters Scaled)
 TG0495
 TG0495                          SUPERSEDED SURVEY CONTROL
 TG0495
 TG0495  NGVD 29 (??/??/92)  687.856  (m)         2256.74   (f) ADJ UNCH    2 0
 TG0495
 TG0495.Superseded values are not recommended for survey control.
 TG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0495.See file dsdata.txt to determine how the superseded data were derived.
 TG0495
 TG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP949463(NAD 83)
 TG0495_MARKER: DB = BENCH MARK DISK
 TG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0495_STAMPING: H 77 RESET 1955
 TG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0495+STABILITY: SURFACE MOTION
 TG0495
 TG0495  HISTORY     - Date     Condition        Report By
 TG0495  HISTORY     - 1955     MONUMENTED       NDHD
 TG0495  HISTORY     - 1963     GOOD             NGS
 TG0495
 TG0495                          STATION DESCRIPTION
 TG0495
 TG0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0495'5.7 MI SE FROM STANLEY.
 TG0495'ABOUT 5.7 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0495'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, 112 FEET NORTHEAST OF THE
 TG0495'CENTER OF A TRACK ROAD INTERSECTION, 98 FEET EAST OF THE CENTERLINE OF
 TG0495'THE HIGHWAY, 58 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH PIPE
 TG0495'CULVERT UNDER THE TRACK ROAD, 58 FEET NORTH OF THE CENTERLINE OF THE
 TG0495'TRACK ROAD, 9 FEET SOUTHWEST OF A TELEPHONE POLE, 2.4 FEET NORTHWEST
 TG0495'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 TG0495'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 15, R 91 W, T 155
 TG0495'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0350 ***********************************************************************
 SO0350  DESIGNATION -  H 79
 SO0350  PID         -  SO0350
 SO0350  STATE/COUNTY-  ND/DUNN
 SO0350  USGS QUAD   -  HALLIDAY NE (1982)
 SO0350
 SO0350                         *CURRENT SURVEY CONTROL
 SO0350  ___________________________________________________________________
 SO0350* NAD 83(1986)-  47 25 59.     (N)    102 17 50.     (W)     SCALED    
 SO0350* NAVD 88     -       629.629  (meters)    2065.71   (feet)  ADJUSTED  
 SO0350  ___________________________________________________________________
 SO0350  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0350  DYNAMIC HT  -         629.677 (meters)    2065.87  (feet)  COMP
 SO0350  MODELED GRAV-     980,667.5   (mgal)                       NAVD 88
 SO0350
 SO0350  VERT ORDER  -  SECOND    CLASS 0
 SO0350
 SO0350.The horizontal coordinates were scaled from a topographic map and have
 SO0350.an estimated accuracy of +/- 6 seconds.
 SO0350
 SO0350.The orthometric height was determined by differential leveling
 SO0350.and adjusted by the National Geodetic Survey in June 1991..
 SO0350
 SO0350.The geoid height was determined by GEOID03.
 SO0350
 SO0350.The dynamic height is computed by dividing the NAVD 88
 SO0350.geopotential number by the normal gravity value computed on the
 SO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0350.degrees latitude (g = 980.6199 gals.).
 SO0350
 SO0350.The modeled gravity was interpolated from observed gravity values.
 SO0350
 SO0350;                    North         East    Units  Estimated Accuracy
 SO0350;SPC ND S     -   197,900.      464,430.      MT  (+/- 180 meters Scaled)
 SO0350
 SO0350                          SUPERSEDED SURVEY CONTROL
 SO0350
 SO0350  NGVD 29 (??/??/92)  629.207  (m)         2064.32   (f) ADJ UNCH    2 0
 SO0350
 SO0350.Superseded values are not recommended for survey control.
 SO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0350.See file dsdata.txt to determine how the superseded data were derived.
 SO0350
 SO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN038568(NAD 83)
 SO0350_MARKER: DB = BENCH MARK DISK
 SO0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0350_STAMPING: H 79 1934
 SO0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0350+STABILITY: SURFACE MOTION
 SO0350
 SO0350  HISTORY     - Date     Condition        Report By
 SO0350  HISTORY     - 1934     MONUMENTED       CGS
 SO0350  HISTORY     - 1948     GOOD             NGS
 SO0350  HISTORY     - 1970     GOOD             NGS
 SO0350  HISTORY     - 1983     GOOD             NGS
 SO0350
 SO0350                          STATION DESCRIPTION
 SO0350
 SO0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SO0350'6.7 MI NE FROM HALLIDAY.
 SO0350'6.7 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE CROSSING OF THE
 SO0350'NORTHERN PACIFIC RAILROAD AT HALLIDAY, 0.8 MILE SOUTH OF A
 SO0350'SCHOOLHOUSE, 0.2 MILE SOUTH OF A 10-FOOT CONCRETE CULVERT, 190 YARDS
 SO0350'(PACED) NORTH OF A 15-INCH CONCRETE TILE CULVERT, 53.0 FEET EAST OF
 SO0350'AND 3.0 FEET HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 10.4 FEET
 SO0350'NORTHEAST OF A TELEPHONE POLE, 6.7 FEET EAST OF A FENCE, 1.1 FEET
 SO0350'NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 SO0350'PROJECTING 0.4 FOOT ABOVE THE GROUND.  NOTE-- THE SCHOOL HOUSE IS NO
 SO0350'LONGER STANDING.
 SO0350
 SO0350                          STATION RECOVERY (1970)
 SO0350
 SO0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SO0350'RECOVERED IN GOOD CONDITION.
 SO0350
 SO0350                          STATION RECOVERY (1983)
 SO0350
 SO0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 SO0350'10.3 KM (6.4 MI) NORTHEAST ALONG HIGHWAY 8 FROM THE RAILROAD CROSSING
 SO0350'IN HALLIDAY , THENCE RIGHT THROUGH GATE, NORTHEAST ALONG OLD HIGHWAY
 SO0350'FOR 0.5 KM (0.3 MI) TO THE MARK, 15.8 M (51.8 FT) EAST OF THE CENTER
 SO0350'OF THE OLD HIGHWAY, 0.34 M (1.1 FT) NORTH OF A WEATHERED WOODEN
 SO0350'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0238 ***********************************************************************
 SO0238  DESIGNATION -  H 8 B 1
 SO0238  PID         -  SO0238
 SO0238  STATE/COUNTY-  ND/MOUNTRAIL
 SO0238  USGS QUAD   -  PARSHALL (1981)
 SO0238
 SO0238                         *CURRENT SURVEY CONTROL
 SO0238  ___________________________________________________________________
 SO0238* NAD 83(1986)-  47 53 13.     (N)    102 13 06.     (W)     SCALED    
 SO0238* NAVD 88     -       653.650  (meters)    2144.52   (feet)  ADJUSTED  
 SO0238  ___________________________________________________________________
 SO0238  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0238  DYNAMIC HT  -         653.737 (meters)    2144.80  (feet)  COMP
 SO0238  MODELED GRAV-     980,722.7   (mgal)                       NAVD 88
 SO0238
 SO0238  VERT ORDER  -  SECOND    CLASS 0
 SO0238
 SO0238.The horizontal coordinates were scaled from a topographic map and have
 SO0238.an estimated accuracy of +/- 6 seconds.
 SO0238
 SO0238.The orthometric height was determined by differential leveling
 SO0238.and adjusted by the National Geodetic Survey in June 1991..
 SO0238
 SO0238.The geoid height was determined by GEOID03.
 SO0238
 SO0238.The dynamic height is computed by dividing the NAVD 88
 SO0238.geopotential number by the normal gravity value computed on the
 SO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0238.degrees latitude (g = 980.6199 gals.).
 SO0238
 SO0238.The modeled gravity was interpolated from observed gravity values.
 SO0238
 SO0238;                    North         East    Units  Estimated Accuracy
 SO0238;SPC ND N     -   100,050.      471,510.      MT  (+/- 180 meters Scaled)
 SO0238
 SO0238                          SUPERSEDED SURVEY CONTROL
 SO0238
 SO0238  NGVD 29 (??/??/92)  653.22   (m)         2143.1    (f) COMPUTED    2 0
 SO0238
 SO0238.Superseded values are not recommended for survey control.
 SO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0238.See file dsdata.txt to determine how the superseded data were derived.
 SO0238
 SO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP079074(NAD 83)
 SO0238_MARKER: DD = SURVEY DISK
 SO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0238+STABILITY: SURFACE MOTION
 SO0238
 SO0238  HISTORY     - Date     Condition        Report By
 SO0238  HISTORY     - UNK      MONUMENTED       DOD
 SO0238  HISTORY     - 1962     GOOD             NGS
 SO0238
 SO0238                          STATION DESCRIPTION
 SO0238
 SO0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0238'7.95 MI SW FROM PARSHALL.
 SO0238'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0238'PARSHALL, THENCE 3.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0238'0.15 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.25 MILE SOUTHWEST
 SO0238'ACROSS A FIELD, 1403 FEET WEST-SOUTHWEST OF SITE NO. H 8, A 1 1/2 X 4
 SO0238'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 20, R 90 W, T 151 N.  NOTE--
 SO0238'CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0237 ***********************************************************************
 SO0237  DESIGNATION -  H 8 B 2
 SO0237  PID         -  SO0237
 SO0237  STATE/COUNTY-  ND/MOUNTRAIL
 SO0237  USGS QUAD   -  PARSHALL (1981)
 SO0237
 SO0237                         *CURRENT SURVEY CONTROL
 SO0237  ___________________________________________________________________
 SO0237* NAD 83(1986)-  47 53 24.     (N)    102 13 06.     (W)     SCALED    
 SO0237* NAVD 88     -       653.646  (meters)    2144.50   (feet)  ADJUSTED  
 SO0237  ___________________________________________________________________
 SO0237  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0237  DYNAMIC HT  -         653.734 (meters)    2144.79  (feet)  COMP
 SO0237  MODELED GRAV-     980,723.7   (mgal)                       NAVD 88
 SO0237
 SO0237  VERT ORDER  -  SECOND    CLASS 0
 SO0237
 SO0237.The horizontal coordinates were scaled from a topographic map and have
 SO0237.an estimated accuracy of +/- 6 seconds.
 SO0237
 SO0237.The orthometric height was determined by differential leveling
 SO0237.and adjusted by the National Geodetic Survey in June 1991..
 SO0237
 SO0237.The geoid height was determined by GEOID03.
 SO0237
 SO0237.The dynamic height is computed by dividing the NAVD 88
 SO0237.geopotential number by the normal gravity value computed on the
 SO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0237.degrees latitude (g = 980.6199 gals.).
 SO0237
 SO0237.The modeled gravity was interpolated from observed gravity values.
 SO0237
 SO0237;                    North         East    Units  Estimated Accuracy
 SO0237;SPC ND N     -   100,380.      471,520.      MT  (+/- 180 meters Scaled)
 SO0237
 SO0237                          SUPERSEDED SURVEY CONTROL
 SO0237
 SO0237  NGVD 29 (??/??/92)  653.22   (m)         2143.1    (f) COMPUTED    2 0
 SO0237
 SO0237.Superseded values are not recommended for survey control.
 SO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0237.See file dsdata.txt to determine how the superseded data were derived.
 SO0237
 SO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP079078(NAD 83)
 SO0237_MARKER: DD = SURVEY DISK
 SO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0237+STABILITY: SURFACE MOTION
 SO0237
 SO0237  HISTORY     - Date     Condition        Report By
 SO0237  HISTORY     - UNK      MONUMENTED       DOD
 SO0237  HISTORY     - 1962     GOOD             NGS
 SO0237
 SO0237                          STATION DESCRIPTION
 SO0237
 SO0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0237'7.75 MI SW FROM PARSHALL.
 SO0237'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0237'PARSHALL, THENCE 3.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0237'0.15 MILE WEST ALONG A GRADED DIRT ROAD, 827 FEET NORTHWEST OF SITE
 SO0237'NO. H 8, IN A FIELD, 210 FEET SOUTH OF THE CENTER LINE OF THE ROAD, A
 SO0237'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 20, R 90 W, T 151 N.
 SO0237'NOTE-- CENTER OF TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0240 ***********************************************************************
 SO0240  DESIGNATION -  H 8 Z
 SO0240  PID         -  SO0240
 SO0240  STATE/COUNTY-  ND/MOUNTRAIL
 SO0240  USGS QUAD   -  PARSHALL (1981)
 SO0240
 SO0240                         *CURRENT SURVEY CONTROL
 SO0240  ___________________________________________________________________
 SO0240* NAD 83(1986)-  47 53 27.     (N)    102 13 41.     (W)     SCALED    
 SO0240* NAVD 88     -       653.232  (meters)    2143.15   (feet)  ADJUSTED  
 SO0240  ___________________________________________________________________
 SO0240  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SO0240  DYNAMIC HT  -         653.321 (meters)    2143.44  (feet)  COMP
 SO0240  MODELED GRAV-     980,726.0   (mgal)                       NAVD 88
 SO0240
 SO0240  VERT ORDER  -  SECOND    CLASS 0
 SO0240
 SO0240.The horizontal coordinates were scaled from a topographic map and have
 SO0240.an estimated accuracy of +/- 6 seconds.
 SO0240
 SO0240.The orthometric height was determined by differential leveling
 SO0240.and adjusted by the National Geodetic Survey in June 1991..
 SO0240
 SO0240.The geoid height was determined by GEOID03.
 SO0240
 SO0240.The dynamic height is computed by dividing the NAVD 88
 SO0240.geopotential number by the normal gravity value computed on the
 SO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0240.degrees latitude (g = 980.6199 gals.).
 SO0240
 SO0240.The modeled gravity was interpolated from observed gravity values.
 SO0240
 SO0240;                    North         East    Units  Estimated Accuracy
 SO0240;SPC ND N     -   100,490.      470,790.      MT  (+/- 180 meters Scaled)
 SO0240
 SO0240                          SUPERSEDED SURVEY CONTROL
 SO0240
 SO0240  NGVD 29 (??/??/92)  652.80   (m)         2141.7    (f) COMPUTED    2 0
 SO0240
 SO0240.Superseded values are not recommended for survey control.
 SO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0240.See file dsdata.txt to determine how the superseded data were derived.
 SO0240
 SO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP072078(NAD 83)
 SO0240_MARKER: DS = TRIANGULATION STATION DISK
 SO0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0240_STAMPING: H 8 Z 1962
 SO0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0240+STABILITY: SURFACE MOTION
 SO0240
 SO0240  HISTORY     - Date     Condition        Report By
 SO0240  HISTORY     - 1962     MONUMENTED       CGS
 SO0240
 SO0240                          STATION DESCRIPTION
 SO0240
 SO0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0240'8.2 MI SW FROM PARSHALL.
 SO0240'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0240'PARSHALL, THENCE 3.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0240'0.6 MILE WEST ALONG A GRADED DIRT ROAD, ON THE CREST OF A HILL, 30
 SO0240'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 48.5 FEET WEST OF R.M.
 SO0240'1, 33.0 FEET EAST OF R.M. 2, 3.3 FEET NORTH OF A WITNESS POST, ABOUT
 SO0240'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0240'0.3 FOOT, S 17, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0241 ***********************************************************************
 SO0241  DESIGNATION -  H 8 Z RM 1
 SO0241  PID         -  SO0241
 SO0241  STATE/COUNTY-  ND/MOUNTRAIL
 SO0241  USGS QUAD   -  PARSHALL (1981)
 SO0241
 SO0241                         *CURRENT SURVEY CONTROL
 SO0241  ___________________________________________________________________
 SO0241* NAD 83(1986)-  47 53 27.     (N)    102 13 40.     (W)     SCALED    
 SO0241* NAVD 88     -       652.664  (meters)    2141.28   (feet)  ADJUSTED  
 SO0241  ___________________________________________________________________
 SO0241  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SO0241  DYNAMIC HT  -         652.753 (meters)    2141.57  (feet)  COMP
 SO0241  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 SO0241
 SO0241  VERT ORDER  -  SECOND    CLASS 0
 SO0241
 SO0241.The horizontal coordinates were scaled from a topographic map and have
 SO0241.an estimated accuracy of +/- 6 seconds.
 SO0241
 SO0241.The orthometric height was determined by differential leveling
 SO0241.and adjusted by the National Geodetic Survey in June 1991..
 SO0241
 SO0241.The geoid height was determined by GEOID03.
 SO0241
 SO0241.The dynamic height is computed by dividing the NAVD 88
 SO0241.geopotential number by the normal gravity value computed on the
 SO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0241.degrees latitude (g = 980.6199 gals.).
 SO0241
 SO0241.The modeled gravity was interpolated from observed gravity values.
 SO0241
 SO0241;                    North         East    Units  Estimated Accuracy
 SO0241;SPC ND N     -   100,490.      470,810.      MT  (+/- 180 meters Scaled)
 SO0241
 SO0241                          SUPERSEDED SURVEY CONTROL
 SO0241
 SO0241  NGVD 29 (??/??/92)  652.23   (m)         2139.9    (f) COMPUTED    2 0
 SO0241
 SO0241.Superseded values are not recommended for survey control.
 SO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0241.See file dsdata.txt to determine how the superseded data were derived.
 SO0241
 SO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP072078(NAD 83)
 SO0241_MARKER: DR = REFERENCE MARK DISK
 SO0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0241_STAMPING: H 8Z NO 1 1962
 SO0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0241+STABILITY: SURFACE MOTION
 SO0241
 SO0241  HISTORY     - Date     Condition        Report By
 SO0241  HISTORY     - 1962     MONUMENTED       CGS
 SO0241
 SO0241                          STATION DESCRIPTION
 SO0241
 SO0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0241'8.2 MI SW FROM PARSHALL.
 SO0241'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0241'PARSHALL, THENCE 3.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0241'0.6 MILE WEST ALONG A GRADED DIRT ROAD, 81.5 FEET EAST OF R.M. 2, 48.5
 SO0241'FEET EAST OF THE STATION MARK, 30 FEET NORTH OF THE CENTER LINE OF THE
 SO0241'ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0241'PROJECTING 0.3 FOOT, S 17, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0239 ***********************************************************************
 SO0239  DESIGNATION -  H 8 Z RM 2
 SO0239  PID         -  SO0239
 SO0239  STATE/COUNTY-  ND/MOUNTRAIL
 SO0239  USGS QUAD   -  PARSHALL (1981)
 SO0239
 SO0239                         *CURRENT SURVEY CONTROL
 SO0239  ___________________________________________________________________
 SO0239* NAD 83(1986)-  47 53 27.     (N)    102 13 41.     (W)     SCALED    
 SO0239* NAVD 88     -       652.837  (meters)    2141.85   (feet)  ADJUSTED  
 SO0239  ___________________________________________________________________
 SO0239  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 SO0239  DYNAMIC HT  -         652.926 (meters)    2142.14  (feet)  COMP
 SO0239  MODELED GRAV-     980,726.0   (mgal)                       NAVD 88
 SO0239
 SO0239  VERT ORDER  -  SECOND    CLASS 0
 SO0239
 SO0239.The horizontal coordinates were scaled from a topographic map and have
 SO0239.an estimated accuracy of +/- 6 seconds.
 SO0239
 SO0239.The orthometric height was determined by differential leveling
 SO0239.and adjusted by the National Geodetic Survey in June 1991..
 SO0239
 SO0239.The geoid height was determined by GEOID03.
 SO0239
 SO0239.The dynamic height is computed by dividing the NAVD 88
 SO0239.geopotential number by the normal gravity value computed on the
 SO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0239.degrees latitude (g = 980.6199 gals.).
 SO0239
 SO0239.The modeled gravity was interpolated from observed gravity values.
 SO0239
 SO0239;                    North         East    Units  Estimated Accuracy
 SO0239;SPC ND N     -   100,490.      470,790.      MT  (+/- 180 meters Scaled)
 SO0239
 SO0239                          SUPERSEDED SURVEY CONTROL
 SO0239
 SO0239  NGVD 29 (??/??/92)  652.41   (m)         2140.4    (f) COMPUTED    2 0
 SO0239
 SO0239.Superseded values are not recommended for survey control.
 SO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0239.See file dsdata.txt to determine how the superseded data were derived.
 SO0239
 SO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP072078(NAD 83)
 SO0239_MARKER: DR = REFERENCE MARK DISK
 SO0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0239_STAMPING: H 8 Z NO 2 1962
 SO0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0239+STABILITY: SURFACE MOTION
 SO0239
 SO0239  HISTORY     - Date     Condition        Report By
 SO0239  HISTORY     - 1962     MONUMENTED       CGS
 SO0239
 SO0239                          STATION DESCRIPTION
 SO0239
 SO0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0239'8.2 MI SW FROM PARSHALL.
 SO0239'ABOUT 3.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0239'PARSHALL, THENCE 3.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE
 SO0239'0.6 MILE WEST ALONG A GRADED DIRT ROAD, 81.5 FEET WEST OF R.M. 1, 33
 SO0239'FEET WEST OF THE STATION MARK, 30 FEET NORTH OF THE CENTER LINE OF THE
 SO0239'ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0239'PROJECTING 0.4 FOOT, S 17, R 90 W, T 151 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0985 ***********************************************************************
 SN0985  DESIGNATION -  H 81
 SN0985  PID         -  SN0985
 SN0985  STATE/COUNTY-  ND/MERCER
 SN0985  USGS QUAD   -  BEULAH (1980)
 SN0985
 SN0985                         *CURRENT SURVEY CONTROL
 SN0985  ___________________________________________________________________
 SN0985* NAD 83(1986)-  47 15 47.     (N)    101 46 24.     (W)     SCALED    
 SN0985* NAVD 88     -       542.844  (meters)    1780.98   (feet)  ADJUSTED  
 SN0985  ___________________________________________________________________
 SN0985  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 SN0985  DYNAMIC HT  -         542.877 (meters)    1781.09  (feet)  COMP
 SN0985  MODELED GRAV-     980,657.3   (mgal)                       NAVD 88
 SN0985
 SN0985  VERT ORDER  -  SECOND    CLASS 0
 SN0985
 SN0985.The horizontal coordinates were scaled from a topographic map and have
 SN0985.an estimated accuracy of +/- 6 seconds.
 SN0985
 SN0985.The orthometric height was determined by differential leveling
 SN0985.and adjusted by the National Geodetic Survey in June 1991..
 SN0985.WARNING-Repeat measurements at this control monument indicate possible
 SN0985.vertical movement.
 SN0985
 SN0985.The geoid height was determined by GEOID03.
 SN0985
 SN0985.The dynamic height is computed by dividing the NAVD 88
 SN0985.geopotential number by the normal gravity value computed on the
 SN0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0985.degrees latitude (g = 980.6199 gals.).
 SN0985
 SN0985.The modeled gravity was interpolated from observed gravity values.
 SN0985
 SN0985;                    North         East    Units  Estimated Accuracy
 SN0985;SPC ND S     -   178,230.      503,640.      MT  (+/- 180 meters Scaled)
 SN0985
 SN0985                          SUPERSEDED SURVEY CONTROL
 SN0985
 SN0985  NGVD 29 (??/??/92)  542.438  (m)         1779.65   (f) ADJ UNCH    2 0
 SN0985
 SN0985.Superseded values are not recommended for survey control.
 SN0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0985.See file dsdata.txt to determine how the superseded data were derived.
 SN0985
 SN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT901381(NAD 83)
 SN0985_MARKER: DB = BENCH MARK DISK
 SN0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0985_STAMPING: H 81 1934
 SN0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0985+STABILITY: SURFACE MOTION
 SN0985
 SN0985  HISTORY     - Date     Condition        Report By
 SN0985  HISTORY     - 1934     MONUMENTED       CGS
 SN0985  HISTORY     - 1958     GOOD             NGS
 SN0985
 SN0985                          STATION DESCRIPTION
 SN0985
 SN0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0985'0.25 MI E FROM BEULAH.
 SN0985'0.25 MILE EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0985'BEULAH, 9 POLES EAST OF THE STATION, 40 FEET NORTH OF THE NORTH RAIL,
 SN0985'41 FEET NORTHWEST OF THE NORTHWEST CORNER OF BRIDGE 72, 70 FEET
 SN0985'NORTHEAST OF THE CENTER OF THE CROSSING OF 3RD AVENUE, 54 FEET EAST OF
 SN0985'THE CENTER LINE OF 3RD AVENUE, 35 FEET EAST OF A TELEPHONE POLE, 15
 SN0985'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL 3-CAR GARAGE, ABOUT
 SN0985'1 FOOT BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE
 SN0985'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0375 ***********************************************************************
 SO0375  DESIGNATION -  H 82
 SO0375  PID         -  SO0375
 SO0375  STATE/COUNTY-  ND/DUNN
 SO0375  USGS QUAD   -  LAKE ILO (1973)
 SO0375
 SO0375                         *CURRENT SURVEY CONTROL
 SO0375  ___________________________________________________________________
 SO0375* NAD 83(1986)-  47 22 05.     (N)    102 39 52.     (W)     SCALED    
 SO0375* NAVD 88     -       671.081  (meters)    2201.70   (feet)  ADJUSTED  
 SO0375  ___________________________________________________________________
 SO0375  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 SO0375  DYNAMIC HT  -         671.126 (meters)    2201.85  (feet)  COMP
 SO0375  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 SO0375
 SO0375  VERT ORDER  -  SECOND    CLASS 0
 SO0375
 SO0375.The horizontal coordinates were scaled from a topographic map and have
 SO0375.an estimated accuracy of +/- 6 seconds.
 SO0375
 SO0375.The orthometric height was determined by differential leveling
 SO0375.and adjusted by the National Geodetic Survey in June 1991..
 SO0375
 SO0375.The geoid height was determined by GEOID03.
 SO0375
 SO0375.The dynamic height is computed by dividing the NAVD 88
 SO0375.geopotential number by the normal gravity value computed on the
 SO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0375.degrees latitude (g = 980.6199 gals.).
 SO0375
 SO0375.The modeled gravity was interpolated from observed gravity values.
 SO0375
 SO0375;                    North         East    Units  Estimated Accuracy
 SO0375;SPC ND S     -   191,380.      436,540.      MT  (+/- 180 meters Scaled)
 SO0375
 SO0375                          SUPERSEDED SURVEY CONTROL
 SO0375
 SO0375  NGVD 29 (??/??/92)  670.610  (m)         2200.16   (f) ADJ UNCH    2 0
 SO0375
 SO0375.Superseded values are not recommended for survey control.
 SO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0375.See file dsdata.txt to determine how the superseded data were derived.
 SO0375
 SO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN763487(NAD 83)
 SO0375_MARKER: DB = BENCH MARK DISK
 SO0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0375_STAMPING: H 82 1934
 SO0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0375+STABILITY: SURFACE MOTION
 SO0375
 SO0375  HISTORY     - Date     Condition        Report By
 SO0375  HISTORY     - 1934     MONUMENTED       CGS
 SO0375  HISTORY     - 1938     GOOD             NGS
 SO0375
 SO0375                          STATION DESCRIPTION
 SO0375
 SO0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0375'2.4 MI W FROM DUNN CENTER.
 SO0375'2.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SO0375'DUNN CENTER, DUNN COUNTY, 275 YARDS EAST OF MILEPOST 117, AT A
 SO0375'FARM-TRAIL CROSSING, 43 FEET SOUTH OF THE SOUTH RAIL, 23 FEET WEST OF
 SO0375'THE CENTERLINE OF THE TRAIL, AND 3 FEET NORTH OF THE RIGHT-OF-WAY
 SO0375'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 SO0375'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0924 ***********************************************************************
 SN0924  DESIGNATION -  H 83
 SN0924  PID         -  SN0924
 SN0924  STATE/COUNTY-  ND/MERCER
 SN0924  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0924
 SN0924                         *CURRENT SURVEY CONTROL
 SN0924  ___________________________________________________________________
 SN0924* NAD 83(1986)-  47 01 54.     (N)    101 47 07.     (W)     SCALED    
 SN0924* NAVD 88     -       702.110  (meters)    2303.51   (feet)  ADJUSTED  
 SN0924  ___________________________________________________________________
 SN0924  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SN0924  DYNAMIC HT  -         702.114 (meters)    2303.52  (feet)  COMP
 SN0924  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 SN0924
 SN0924  VERT ORDER  -  SECOND    CLASS 0
 SN0924
 SN0924.The horizontal coordinates were scaled from a topographic map and have
 SN0924.an estimated accuracy of +/- 6 seconds.
 SN0924
 SN0924.The orthometric height was determined by differential leveling
 SN0924.and adjusted by the National Geodetic Survey in June 1991..
 SN0924
 SN0924.The geoid height was determined by GEOID03.
 SN0924
 SN0924.The dynamic height is computed by dividing the NAVD 88
 SN0924.geopotential number by the normal gravity value computed on the
 SN0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0924.degrees latitude (g = 980.6199 gals.).
 SN0924
 SN0924.The modeled gravity was interpolated from observed gravity values.
 SN0924
 SN0924;                    North         East    Units  Estimated Accuracy
 SN0924;SPC ND S     -   152,530.      502,320.      MT  (+/- 180 meters Scaled)
 SN0924
 SN0924                          SUPERSEDED SURVEY CONTROL
 SN0924
 SN0924  NGVD 29 (??/??/92)  701.685  (m)         2302.11   (f) ADJ UNCH    2 0
 SN0924
 SN0924.Superseded values are not recommended for survey control.
 SN0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0924.See file dsdata.txt to determine how the superseded data were derived.
 SN0924
 SN0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT883124(NAD 83)
 SN0924_MARKER: DB = BENCH MARK DISK
 SN0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0924_STAMPING: H-83 -- 1934
 SN0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0924+STABILITY: SURFACE MOTION
 SN0924
 SN0924  HISTORY     - Date     Condition        Report By
 SN0924  HISTORY     - 1934     MONUMENTED       CGS
 SN0924  HISTORY     - 1956     GOOD             NGS
 SN0924
 SN0924                          STATION DESCRIPTION
 SN0924
 SN0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0924'16.1 MI S FROM BEULAH.
 SN0924'H-83 IS LOCATED 16.1 MILES SOUTH OF THE CROSSING OF STATE HY. NO. 49
 SN0924'AND THE N.P. RWY. AT BEULAH.  0.4 OF MILE NORTH OF A SECTION LINE WITH
 SN0924'A SMALL CHURCH IN THE NORTHWEST CORNER OF INTERSECTION AND A CEMETERY
 SN0924'NORTH OF IT.  46 1/2 FT. EAST OF CENTER LINE OF HIGHWAY NO. 49. 29.4
 SN0924'FT. NORTHEAST OF EAST END OF AN 18 IN. CONCRETE CULVERT UNDER HIGHWAY.
 SN0924'1.7 FT. WEST OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF
 SN0924'CONCRETE POST 6 IN. HIGH.
 SN0924
 SN0924                          STATION RECOVERY (1956)
 SN0924
 SN0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0925 ***********************************************************************
 SN0925  DESIGNATION -  H 83 RESET
 SN0925  PID         -  SN0925
 SN0925  STATE/COUNTY-  ND/MERCER
 SN0925  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0925
 SN0925                         *CURRENT SURVEY CONTROL
 SN0925  ___________________________________________________________________
 SN0925* NAD 83(1986)-  47 01 54.     (N)    101 47 07.     (W)     SCALED    
 SN0925* NAVD 88     -       703.78   (+/-2cm)    2309.0    (feet)  VERTCON   
 SN0925  ___________________________________________________________________
 SN0925  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 SN0925
 SN0925  VERT ORDER  -  THIRD (See Below)
 SN0925
 SN0925.The horizontal coordinates were scaled from a topographic map and have
 SN0925.an estimated accuracy of +/- 6 seconds.
 SN0925
 SN0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0925.The vertical order pertains to the NGVD 29 superseded value.
 SN0925
 SN0925.The geoid height was determined by GEOID03.
 SN0925
 SN0925;                    North         East    Units  Estimated Accuracy
 SN0925;SPC ND S     -   152,530.      502,320.      MT  (+/- 180 meters Scaled)
 SN0925
 SN0925                          SUPERSEDED SURVEY CONTROL
 SN0925
 SN0925  NGVD 29 (11/04/04)  703.36   (m)         2307.6    (f) RESET       3  
 SN0925
 SN0925.Superseded values are not recommended for survey control.
 SN0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0925.See file dsdata.txt to determine how the superseded data were derived.
 SN0925
 SN0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT883124(NAD 83)
 SN0925_MARKER: DB = BENCH MARK DISK
 SN0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0925_STAMPING: H 83 RESET 1962
 SN0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0925+STABILITY: SURFACE MOTION
 SN0925
 SN0925  HISTORY     - Date     Condition        Report By
 SN0925  HISTORY     - 1962     MONUMENTED       CGS
 SN0925
 SN0925                          STATION DESCRIPTION
 SN0925
 SN0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0925'15.6 MI S FROM BEULAH.
 SN0925'ABOUT 15.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF THE
 SN0925'NORTHERN PACIFIC RAILWAY AT THE WEST EDGE OF BEULAH, MERCER COUNTY,
 SN0925'0.5 MILE NORTH OF CROSSROADS AND CHURCH IN NORTHWEST ANGLE, AT THE
 SN0925'HALF-SECTION LINE, 102 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND
 SN0925'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, AND SET IN THE TOP OF A
 SN0925'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0130 ***********************************************************************
 RS0130  DESIGNATION -  H 84
 RS0130  PID         -  RS0130
 RS0130  STATE/COUNTY-  ND/STARK
 RS0130  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0130
 RS0130                         *CURRENT SURVEY CONTROL
 RS0130  ___________________________________________________________________
 RS0130* NAD 83(1986)-  46 56 54.     (N)    102 47 23.     (W)     SCALED    
 RS0130* NAVD 88     -       753.806  (meters)    2473.11   (feet)  ADJUSTED  
 RS0130  ___________________________________________________________________
 RS0130  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RS0130  DYNAMIC HT  -         753.807 (meters)    2473.12  (feet)  COMP
 RS0130  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 RS0130
 RS0130  VERT ORDER  -  SECOND    CLASS 0
 RS0130
 RS0130.The horizontal coordinates were scaled from a topographic map and have
 RS0130.an estimated accuracy of +/- 6 seconds.
 RS0130
 RS0130.The orthometric height was determined by differential leveling
 RS0130.and adjusted by the National Geodetic Survey in June 1991..
 RS0130
 RS0130.The geoid height was determined by GEOID03.
 RS0130
 RS0130.The dynamic height is computed by dividing the NAVD 88
 RS0130.geopotential number by the normal gravity value computed on the
 RS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0130.degrees latitude (g = 980.6199 gals.).
 RS0130
 RS0130.The modeled gravity was interpolated from observed gravity values.
 RS0130
 RS0130;                    North         East    Units  Estimated Accuracy
 RS0130;SPC ND S     -   145,010.      425,720.      MT  (+/- 180 meters Scaled)
 RS0130
 RS0130                          SUPERSEDED SURVEY CONTROL
 RS0130
 RS0130  NGVD 29 (??/??/92)  753.268  (m)         2471.35   (f) ADJ UNCH    2 0
 RS0130
 RS0130.Superseded values are not recommended for survey control.
 RS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0130.See file dsdata.txt to determine how the superseded data were derived.
 RS0130
 RS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN681017(NAD 83)
 RS0130_MARKER: DB = BENCH MARK DISK
 RS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0130_STAMPING: H 84 1934
 RS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0130+STABILITY: SURFACE MOTION
 RS0130
 RS0130  HISTORY     - Date     Condition        Report By
 RS0130  HISTORY     - 1934     MONUMENTED       CGS
 RS0130  HISTORY     - 1953     GOOD             NGS
 RS0130  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0130
 RS0130                          STATION DESCRIPTION
 RS0130
 RS0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 RS0130'5.0 MI N FROM DICKINSON.
 RS0130'5.0 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN PACIFIC
 RS0130'RAILWAY STATION AT DICKINSON, STARK COUNTY, AT THE INTERSECTION OF A
 RS0130'COUNTRY ROAD, 204 FEET NORTH OF THE CENTER LINE OF THE ROAD, 42.5 FEET
 RS0130'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET WEST OF A POLE. A
 RS0130'STANDARD DISK, STAMPED H 84 1934 AND SET IN THE TOP OF A CONCRETE POST
 RS0130'PROJECTING 6 INCHES ABOVE GROUND.
 RS0130
 RS0130                          STATION RECOVERY (1982)
 RS0130
 RS0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0572 ***********************************************************************
 SO0572  DESIGNATION -  H 85
 SO0572  PID         -  SO0572
 SO0572  STATE/COUNTY-  ND/MCKENZIE
 SO0572  USGS QUAD   -  GRASSY BUTTE (1974)
 SO0572
 SO0572                         *CURRENT SURVEY CONTROL
 SO0572  ___________________________________________________________________
 SO0572* NAD 83(1986)-  47 23 33.     (N)    103 14 53.     (W)     SCALED    
 SO0572* NAVD 88     -       811.144  (meters)    2661.23   (feet)  ADJUSTED  
 SO0572  ___________________________________________________________________
 SO0572  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 SO0572  DYNAMIC HT  -         811.163 (meters)    2661.29  (feet)  COMP
 SO0572  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 SO0572
 SO0572  VERT ORDER  -  SECOND    CLASS 0
 SO0572
 SO0572.The horizontal coordinates were scaled from a topographic map and have
 SO0572.an estimated accuracy of +/- 6 seconds.
 SO0572
 SO0572.The orthometric height was determined by differential leveling
 SO0572.and adjusted by the National Geodetic Survey in June 1991..
 SO0572
 SO0572.The geoid height was determined by GEOID03.
 SO0572
 SO0572.The dynamic height is computed by dividing the NAVD 88
 SO0572.geopotential number by the normal gravity value computed on the
 SO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0572.degrees latitude (g = 980.6199 gals.).
 SO0572
 SO0572.The modeled gravity was interpolated from observed gravity values.
 SO0572
 SO0572;                    North         East    Units  Estimated Accuracy
 SO0572;SPC ND N     -    47,340.      392,570.      MT  (+/- 180 meters Scaled)
 SO0572
 SO0572                          SUPERSEDED SURVEY CONTROL
 SO0572
 SO0572  NGVD 29 (??/??/92)  810.604  (m)         2659.46   (f) ADJ UNCH    2 0
 SO0572
 SO0572.Superseded values are not recommended for survey control.
 SO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0572.See file dsdata.txt to determine how the superseded data were derived.
 SO0572
 SO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN322502(NAD 83)
 SO0572_MARKER: DB = BENCH MARK DISK
 SO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0572_STAMPING: H 85 1934
 SO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0572+STABILITY: SURFACE MOTION
 SO0572
 SO0572  HISTORY     - Date     Condition        Report By
 SO0572  HISTORY     - 1934     MONUMENTED       CGS
 SO0572  HISTORY     - 1961     MARK NOT FOUND   NGS
 SO0572  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 SO0572
 SO0572                          STATION DESCRIPTION
 SO0572
 SO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0572'IN GRASSY BUTTE.
 SO0572'32.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE GREAT NORTHERN RAILWAY
 SO0572'CROSSING AT WATFORD CITY, MCKENZIE COUNTY, AT GRASSY BUTTE, 66 FEET
 SO0572'SOUTHWEST OF THE SOUTHWEST CORNER OF THE METHODIST CHURCH, AND 50 FEET
 SO0572'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 85
 SO0572'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 SO0572'ABOVE GROUND.  NOTE-- METHODIST CHURCH MOVED SO RE-TIED TO LUTHERAN
 SO0572'CHURCH.  142.2 FT. TO NW CORNER OF TOP STEP 165.0 FT TO SW CORNER OF
 SO0572'TOP STEP.
 SO0572
 SO0572                          STATION RECOVERY (1974)
 SO0572
 SO0572'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 SO0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0640 ***********************************************************************
 SO0640  DESIGNATION -  H 86
 SO0640  PID         -  SO0640
 SO0640  STATE/COUNTY-  ND/MCKENZIE
 SO0640  USGS QUAD   -  ALEXANDER (1972)
 SO0640
 SO0640                         *CURRENT SURVEY CONTROL
 SO0640  ___________________________________________________________________
 SO0640* NAD 83(1986)-  47 50 39.     (N)    103 44 07.     (W)     SCALED    
 SO0640* NAVD 88     -       630.111  (meters)    2067.29   (feet)  POSTED    
 SO0640  ___________________________________________________________________
 SO0640  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0640  DYNAMIC HT  -         630.170 (meters)    2067.48  (feet)  COMP
 SO0640  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 SO0640
 SO0640  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SO0640
 SO0640.The horizontal coordinates were scaled from a topographic map and have
 SO0640.an estimated accuracy of +/- 6 seconds.
 SO0640
 SO0640.The orthometric height was determined by differential leveling
 SO0640.and adjusted by the National Geodetic Survey in 1992..
 SO0640.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SO0640.rate of 0.0 thru 1.0 mm/km.
 SO0640
 SO0640.The geoid height was determined by GEOID03.
 SO0640
 SO0640.The dynamic height is computed by dividing the NAVD 88
 SO0640.geopotential number by the normal gravity value computed on the
 SO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0640.degrees latitude (g = 980.6199 gals.).
 SO0640
 SO0640.The modeled gravity was interpolated from observed gravity values.
 SO0640
 SO0640;                    North         East    Units  Estimated Accuracy
 SO0640;SPC ND N     -    98,940.      357,930.      MT  (+/- 180 meters Scaled)
 SO0640
 SO0640                          SUPERSEDED SURVEY CONTROL
 SO0640
 SO0640  NGVD 29 (??/??/92)  629.581  (m)         2065.55   (f) ADJ UNCH    2 0
 SO0640
 SO0640.Superseded values are not recommended for survey control.
 SO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0640.See file dsdata.txt to determine how the superseded data were derived.
 SO0640
 SO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN946997(NAD 83)
 SO0640_MARKER: DB = BENCH MARK DISK
 SO0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0640_STAMPING: H-86 -- 1934
 SO0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0640+STABILITY: SURFACE MOTION
 SO0640
 SO0640  HISTORY     - Date     Condition        Report By
 SO0640  HISTORY     - 1934     MONUMENTED       CGS
 SO0640
 SO0640                          STATION DESCRIPTION
 SO0640
 SO0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0640'1.5 MI E FROM CHARBONNEAU.
 SO0640'H-86 IS LOCATED 1.5 MILES EAST OF GREAT NORTHERN DEPOT AT CHARBONNEAU.
 SO0640'150 FEET SOUTHEAST OF SOUTHEAST CORNER OF CATTLE GUARD. 78.5 FEET
 SO0640'SOUTH OF SOUTH RAIL AT WEST END OF RAILROAD TRESTLE NO. 14.5. A
 SO0640'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0446 ***********************************************************************
 SO0446  DESIGNATION -  H 87
 SO0446  PID         -  SO0446
 SO0446  STATE/COUNTY-  ND/MCKENZIE
 SO0446  USGS QUAD   -  KEENE (1965)
 SO0446
 SO0446                         *CURRENT SURVEY CONTROL
 SO0446  ___________________________________________________________________
 SO0446* NAD 83(1986)-  47 55 42.     (N)    102 56 38.     (W)     SCALED    
 SO0446* NAVD 88     -       712.324  (meters)    2337.02   (feet)  ADJUSTED  
 SO0446  ___________________________________________________________________
 SO0446  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0446  DYNAMIC HT  -         712.396 (meters)    2337.25  (feet)  COMP
 SO0446  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 SO0446
 SO0446  VERT ORDER  -  SECOND    CLASS 0
 SO0446
 SO0446.The horizontal coordinates were scaled from a topographic map and have
 SO0446.an estimated accuracy of +/- 6 seconds.
 SO0446
 SO0446.The orthometric height was determined by differential leveling
 SO0446.and adjusted by the National Geodetic Survey in June 1991..
 SO0446
 SO0446.The geoid height was determined by GEOID03.
 SO0446
 SO0446.The dynamic height is computed by dividing the NAVD 88
 SO0446.geopotential number by the normal gravity value computed on the
 SO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0446.degrees latitude (g = 980.6199 gals.).
 SO0446
 SO0446.The modeled gravity was interpolated from observed gravity values.
 SO0446
 SO0446;                    North         East    Units  Estimated Accuracy
 SO0446;SPC ND N     -   106,110.      417,410.      MT  (+/- 180 meters Scaled)
 SO0446
 SO0446                          SUPERSEDED SURVEY CONTROL
 SO0446
 SO0446  NGVD 29 (??/??/92)  711.822  (m)         2335.37   (f) ADJ UNCH    2 0
 SO0446
 SO0446.Superseded values are not recommended for survey control.
 SO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0446.See file dsdata.txt to determine how the superseded data were derived.
 SO0446
 SO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP535103(NAD 83)
 SO0446_MARKER: DB = BENCH MARK DISK
 SO0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0446_STAMPING: H 87 1934
 SO0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0446+STABILITY: SURFACE MOTION
 SO0446
 SO0446  HISTORY     - Date     Condition        Report By
 SO0446  HISTORY     - 1934     MONUMENTED       CGS
 SO0446  HISTORY     - 1958     MARK NOT FOUND   NGS
 SO0446  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0446
 SO0446                          STATION DESCRIPTION
 SO0446
 SO0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0446'1.5 MI N FROM KEENE.
 SO0446'1.5 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT KEENE,
 SO0446'MCKENZIE COUNTY, 78 YARDS NORTH OF A QUARTER-SECTION LINE FENCE, 63
 SO0446'YARDS NORTHWEST OF THE NORTHWEST CORNER OF UNION CENTER GARAGE, 41
 SO0446'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF A WIRE
 SO0446'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 SO0446'GROUND.  NOTE--THE NEW HIGHWAY WILL PASS TO THE WEST.
 SO0446
 SO0446                          STATION RECOVERY (1975)
 SO0446
 SO0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1037 ***********************************************************************
 SN1037  DESIGNATION -  H 88
 SN1037  PID         -  SN1037
 SN1037  STATE/COUNTY-  ND/WARD
 SN1037  USGS QUAD   -  MAKOTI (1980)
 SN1037
 SN1037                         *CURRENT SURVEY CONTROL
 SN1037  ___________________________________________________________________
 SN1037* NAD 83(1986)-  47 58 38.     (N)    101 51 24.     (W)     SCALED    
 SN1037* NAVD 88     -       638.514  (meters)    2094.86   (feet)  ADJUSTED  
 SN1037  ___________________________________________________________________
 SN1037  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 SN1037  DYNAMIC HT  -         638.602 (meters)    2095.15  (feet)  COMP
 SN1037  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 SN1037
 SN1037  VERT ORDER  -  SECOND    CLASS 0
 SN1037
 SN1037.The horizontal coordinates were scaled from a topographic map and have
 SN1037.an estimated accuracy of +/- 6 seconds.
 SN1037
 SN1037.The orthometric height was determined by differential leveling
 SN1037.and adjusted by the National Geodetic Survey in June 1991..
 SN1037
 SN1037.The geoid height was determined by GEOID03.
 SN1037
 SN1037.The dynamic height is computed by dividing the NAVD 88
 SN1037.geopotential number by the normal gravity value computed on the
 SN1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1037.degrees latitude (g = 980.6199 gals.).
 SN1037
 SN1037.The modeled gravity was interpolated from observed gravity values.
 SN1037
 SN1037;                    North         East    Units  Estimated Accuracy
 SN1037;SPC ND N     -   109,540.      498,730.      MT  (+/- 180 meters Scaled)
 SN1037
 SN1037                          SUPERSEDED SURVEY CONTROL
 SN1037
 SN1037  NGVD 29 (??/??/92)  638.088  (m)         2093.46   (f) ADJ UNCH    2 0
 SN1037
 SN1037.Superseded values are not recommended for survey control.
 SN1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1037.See file dsdata.txt to determine how the superseded data were derived.
 SN1037
 SN1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU868177(NAD 83)
 SN1037_MARKER: DB = BENCH MARK DISK
 SN1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1037_STAMPING: H 88 1934
 SN1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1037+STABILITY: SURFACE MOTION
 SN1037
 SN1037  HISTORY     - Date     Condition        Report By
 SN1037  HISTORY     - 1934     MONUMENTED       CGS
 SN1037  HISTORY     - 1962     GOOD             NGS
 SN1037
 SN1037                          STATION DESCRIPTION
 SN1037
 SN1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1037'2.75 MI NW FROM MAKOTI.
 SN1037'2.75 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1037'MAKOTI, 8 POLES NORTHWEST OF MILEPOLE 496, 3 POLES SOUTHEAST OF THE
 SN1037'CROSSING OF STATE HIGHWAY 23, 39.7 FEET NORTHEAST OF THE NORTHEAST
 SN1037'RAIL, 11 FEET NORTHWEST OF A TELEGRAPH POLE, 1.0 FEET SOUTHWEST OF A
 SN1037'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE TRACK, A DISK IN THE TOP OF
 SN1037'A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0949 ***********************************************************************
 TG0949  DESIGNATION -  H 89
 TG0949  PID         -  TG0949
 TG0949  STATE/COUNTY-  ND/BURKE
 TG0949  USGS QUAD   -  STAMPEDE (1948)
 TG0949
 TG0949                         *CURRENT SURVEY CONTROL
 TG0949  ___________________________________________________________________
 TG0949* NAD 83(1986)-  48 54 04.     (N)    102 41 52.     (W)     SCALED    
 TG0949* NAVD 88     -       590.581  (meters)    1937.60   (feet)  ADJUSTED  
 TG0949  ___________________________________________________________________
 TG0949  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG0949  DYNAMIC HT  -         590.714 (meters)    1938.03  (feet)  COMP
 TG0949  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 TG0949
 TG0949  VERT ORDER  -  SECOND    CLASS 0
 TG0949
 TG0949.The horizontal coordinates were scaled from a topographic map and have
 TG0949.an estimated accuracy of +/- 6 seconds.
 TG0949
 TG0949.The orthometric height was determined by differential leveling
 TG0949.and adjusted by the National Geodetic Survey in June 1991..
 TG0949
 TG0949.The geoid height was determined by GEOID03.
 TG0949
 TG0949.The dynamic height is computed by dividing the NAVD 88
 TG0949.geopotential number by the normal gravity value computed on the
 TG0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0949.degrees latitude (g = 980.6199 gals.).
 TG0949
 TG0949.The modeled gravity was interpolated from observed gravity values.
 TG0949
 TG0949;                    North         East    Units  Estimated Accuracy
 TG0949;SPC ND N     -   213,680.      438,880.      MT  (+/- 180 meters Scaled)
 TG0949
 TG0949                          SUPERSEDED SURVEY CONTROL
 TG0949
 TG0949  NGVD 29 (??/??/92)  590.149  (m)         1936.18   (f) ADJ UNCH    2 0
 TG0949
 TG0949.Superseded values are not recommended for survey control.
 TG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0949.See file dsdata.txt to determine how the superseded data were derived.
 TG0949
 TG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ687190(NAD 83)
 TG0949_MARKER: DB = BENCH MARK DISK
 TG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0949_STAMPING: H 89 1934
 TG0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0949+STABILITY: SURFACE MOTION
 TG0949
 TG0949  HISTORY     - Date     Condition        Report By
 TG0949  HISTORY     - 1934     MONUMENTED       CGS
 TG0949
 TG0949                          STATION DESCRIPTION
 TG0949
 TG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0949'3.7 MI E FROM COLUMBUS.
 TG0949'3.7 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0949'COLUMBUS, BURKE COUNTY, 80 YARDS EAST OF THE CENTERLINE OF A
 TG0949'SECTION-LINE ROAD CROSSING THE TRACK, ON A SLIGHT BANK, AND 36 FEET
 TG0949'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED H 89 1934 AND SET
 TG0949'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0381 ***********************************************************************
 RQ0381  DESIGNATION -  H 9
 RQ0381  PID         -  RQ0381
 RQ0381  STATE/COUNTY-  ND/EMMONS
 RQ0381  USGS QUAD   -  HAGUE (1980)
 RQ0381
 RQ0381                         *CURRENT SURVEY CONTROL
 RQ0381  ___________________________________________________________________
 RQ0381* NAD 83(1986)-  46 01 46.     (N)    099 59 44.     (W)     SCALED    
 RQ0381* NAVD 88     -       578.908  (meters)    1899.30   (feet)  ADJUSTED  
 RQ0381  ___________________________________________________________________
 RQ0381  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 RQ0381  DYNAMIC HT  -         578.874 (meters)    1899.19  (feet)  COMP
 RQ0381  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 RQ0381
 RQ0381  VERT ORDER  -  FIRST     CLASS II
 RQ0381
 RQ0381.The horizontal coordinates were scaled from a topographic map and have
 RQ0381.an estimated accuracy of +/- 6 seconds.
 RQ0381
 RQ0381.The orthometric height was determined by differential leveling
 RQ0381.and adjusted by the National Geodetic Survey in June 1991..
 RQ0381
 RQ0381.The geoid height was determined by GEOID03.
 RQ0381
 RQ0381.The dynamic height is computed by dividing the NAVD 88
 RQ0381.geopotential number by the normal gravity value computed on the
 RQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0381.degrees latitude (g = 980.6199 gals.).
 RQ0381
 RQ0381.The modeled gravity was interpolated from observed gravity values.
 RQ0381
 RQ0381;                    North         East    Units  Estimated Accuracy
 RQ0381;SPC ND S     -    40,450.      639,060.      MT  (+/- 180 meters Scaled)
 RQ0381
 RQ0381                          SUPERSEDED SURVEY CONTROL
 RQ0381
 RQ0381  NGVD 29 (??/??/92)  578.496  (m)         1897.95   (f) ADJ UNCH    1 2
 RQ0381
 RQ0381.Superseded values are not recommended for survey control.
 RQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0381.See file dsdata.txt to determine how the superseded data were derived.
 RQ0381
 RQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR229978(NAD 83)
 RQ0381_MARKER: DB = BENCH MARK DISK
 RQ0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0381_STAMPING: 1897.949 H 9 1927
 RQ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0381+STABILITY: SURFACE MOTION
 RQ0381
 RQ0381  HISTORY     - Date     Condition        Report By
 RQ0381  HISTORY     - 1927     MONUMENTED       CGS
 RQ0381  HISTORY     - 1957     GOOD             NGS
 RQ0381
 RQ0381                          STATION DESCRIPTION
 RQ0381
 RQ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0381'IN HAGUE.
 RQ0381'AT HAGUE, EMMONS COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RQ0381'PACIFIC RAILROAD, OPPOSITE THE STATION, ABOUT 150 FEET NORTHWEST OF A
 RQ0381'ROAD CROSSING, 53.5 FEET NORTHEAST OF THE CORNER OF THE TICKET OFFICE,
 RQ0381'36 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 RQ0381'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 1897.949 H 9 1927 AND
 RQ0381'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 RQ0381'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0043 ***********************************************************************
 SO0043  DESIGNATION -  H 9 B 1
 SO0043  PID         -  SO0043
 SO0043  STATE/COUNTY-  ND/MOUNTRAIL
 SO0043  USGS QUAD   -  NEW TOWN (1981)
 SO0043
 SO0043                         *CURRENT SURVEY CONTROL
 SO0043  ___________________________________________________________________
 SO0043* NAD 83(1986)-  47 58 33.     (N)    102 26 31.     (W)     SCALED    
 SO0043* NAVD 88     -       586.079  (meters)    1922.83   (feet)  ADJUSTED  
 SO0043  ___________________________________________________________________
 SO0043  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0043  DYNAMIC HT  -         586.160 (meters)    1923.09  (feet)  COMP
 SO0043  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 SO0043
 SO0043  VERT ORDER  -  SECOND    CLASS 0
 SO0043
 SO0043.The horizontal coordinates were scaled from a topographic map and have
 SO0043.an estimated accuracy of +/- 6 seconds.
 SO0043
 SO0043.The orthometric height was determined by differential leveling
 SO0043.and adjusted by the National Geodetic Survey in June 1991..
 SO0043
 SO0043.The geoid height was determined by GEOID03.
 SO0043
 SO0043.The dynamic height is computed by dividing the NAVD 88
 SO0043.geopotential number by the normal gravity value computed on the
 SO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0043.degrees latitude (g = 980.6199 gals.).
 SO0043
 SO0043.The modeled gravity was interpolated from observed gravity values.
 SO0043
 SO0043;                    North         East    Units  Estimated Accuracy
 SO0043;SPC ND N     -   110,320.      455,040.      MT  (+/- 180 meters Scaled)
 SO0043
 SO0043                          SUPERSEDED SURVEY CONTROL
 SO0043
 SO0043  NGVD 29 (??/??/92)  585.63   (m)         1921.4    (f) COMPUTED    2 0
 SO0043
 SO0043.Superseded values are not recommended for survey control.
 SO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0043.See file dsdata.txt to determine how the superseded data were derived.
 SO0043
 SO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP909167(NAD 83)
 SO0043_MARKER: Z = SEE DESCRIPTION
 SO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0043_STAMPING: B 1
 SO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0043+STABILITY: SURFACE MOTION
 SO0043
 SO0043  HISTORY     - Date     Condition        Report By
 SO0043  HISTORY     - UNK      MONUMENTED       DOD
 SO0043  HISTORY     - 1963     GOOD             NGS
 SO0043
 SO0043                          STATION DESCRIPTION
 SO0043
 SO0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0043'2.3 MI E FROM NEW TOWN.
 SO0043'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0043'NEW TOWN, THENCE 0.1 MILE SOUTH ALONG A PRIVATE ROAD, AT THE SOUTH
 SO0043'EDGE OF A ROUND-TOPPED KNOLL, ABOUT 75 YARDS SOUTHWEST OF A SMALL
 SO0043'HOUSE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 22, R 92 W,
 SO0043'T 152 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0044 ***********************************************************************
 SO0044  DESIGNATION -  H 9 B 2
 SO0044  PID         -  SO0044
 SO0044  STATE/COUNTY-  ND/MOUNTRAIL
 SO0044  USGS QUAD   -  NEW TOWN (1981)
 SO0044
 SO0044                         *CURRENT SURVEY CONTROL
 SO0044  ___________________________________________________________________
 SO0044* NAD 83(1986)-  47 58 26.     (N)    102 26 59.     (W)     SCALED    
 SO0044* NAVD 88     -       580.491  (meters)    1904.49   (feet)  ADJUSTED  
 SO0044  ___________________________________________________________________
 SO0044  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 SO0044  DYNAMIC HT  -         580.572 (meters)    1904.76  (feet)  COMP
 SO0044  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SO0044
 SO0044  VERT ORDER  -  SECOND    CLASS 0
 SO0044
 SO0044.The horizontal coordinates were scaled from a topographic map and have
 SO0044.an estimated accuracy of +/- 6 seconds.
 SO0044
 SO0044.The orthometric height was determined by differential leveling
 SO0044.and adjusted by the National Geodetic Survey in June 1991..
 SO0044
 SO0044.The geoid height was determined by GEOID03.
 SO0044
 SO0044.The dynamic height is computed by dividing the NAVD 88
 SO0044.geopotential number by the normal gravity value computed on the
 SO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0044.degrees latitude (g = 980.6199 gals.).
 SO0044
 SO0044.The modeled gravity was interpolated from observed gravity values.
 SO0044
 SO0044;                    North         East    Units  Estimated Accuracy
 SO0044;SPC ND N     -   110,120.      454,450.      MT  (+/- 180 meters Scaled)
 SO0044
 SO0044                          SUPERSEDED SURVEY CONTROL
 SO0044
 SO0044  NGVD 29 (??/??/92)  580.04   (m)         1903.0    (f) COMPUTED    2 0
 SO0044
 SO0044.Superseded values are not recommended for survey control.
 SO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0044.See file dsdata.txt to determine how the superseded data were derived.
 SO0044
 SO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP903165(NAD 83)
 SO0044_MARKER: Z = SEE DESCRIPTION
 SO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0044_STAMPING: B 2
 SO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0044+STABILITY: SURFACE MOTION
 SO0044
 SO0044  HISTORY     - Date     Condition        Report By
 SO0044  HISTORY     - UNK      MONUMENTED       DOD
 SO0044  HISTORY     - 1963     GOOD             NGS
 SO0044
 SO0044                          STATION DESCRIPTION
 SO0044
 SO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0044'2.1 MI SE FROM NEW TOWN.
 SO0044'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0044'NEW TOWN, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, ABOUT 92 YARDS
 SO0044'EAST OF THE ROAD, ON THE TOP OF A SMALL ROUND TOPPED KNOLL IN A
 SO0044'CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S
 SO0044'22, R 92 W, T 152 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0041 ***********************************************************************
 SO0041  DESIGNATION -  H 9 Z
 SO0041  PID         -  SO0041
 SO0041  STATE/COUNTY-  ND/MOUNTRAIL
 SO0041  USGS QUAD   -  NEW TOWN (1981)
 SO0041
 SO0041                         *CURRENT SURVEY CONTROL
 SO0041  ___________________________________________________________________
 SO0041* NAD 83(1986)-  47 58 17.     (N)    102 26 38.     (W)     SCALED    
 SO0041* NAVD 88     -       580.249  (meters)    1903.70   (feet)  ADJUSTED  
 SO0041  ___________________________________________________________________
 SO0041  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0041  DYNAMIC HT  -         580.330 (meters)    1903.97  (feet)  COMP
 SO0041  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SO0041
 SO0041  VERT ORDER  -  SECOND    CLASS 0
 SO0041
 SO0041.The horizontal coordinates were scaled from a topographic map and have
 SO0041.an estimated accuracy of +/- 6 seconds.
 SO0041
 SO0041.The orthometric height was determined by differential leveling
 SO0041.and adjusted by the National Geodetic Survey in June 1991..
 SO0041
 SO0041.The geoid height was determined by GEOID03.
 SO0041
 SO0041.The dynamic height is computed by dividing the NAVD 88
 SO0041.geopotential number by the normal gravity value computed on the
 SO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0041.degrees latitude (g = 980.6199 gals.).
 SO0041
 SO0041.The modeled gravity was interpolated from observed gravity values.
 SO0041
 SO0041;                    North         East    Units  Estimated Accuracy
 SO0041;SPC ND N     -   109,830.      454,880.      MT  (+/- 180 meters Scaled)
 SO0041
 SO0041                          SUPERSEDED SURVEY CONTROL
 SO0041
 SO0041  NGVD 29 (??/??/92)  579.80   (m)         1902.2    (f) COMPUTED    2 0
 SO0041
 SO0041.Superseded values are not recommended for survey control.
 SO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0041.See file dsdata.txt to determine how the superseded data were derived.
 SO0041
 SO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP907162(NAD 83)
 SO0041_MARKER: DS = TRIANGULATION STATION DISK
 SO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0041_STAMPING: H 9 Z 1962
 SO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0041+STABILITY: SURFACE MOTION
 SO0041
 SO0041  HISTORY     - Date     Condition        Report By
 SO0041  HISTORY     - 1962     MONUMENTED       CGS
 SO0041  HISTORY     - 1963     GOOD             NGS
 SO0041
 SO0041                          STATION DESCRIPTION
 SO0041
 SO0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0041'2.6 MI SE FROM NEW TOWN.
 SO0041'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0041'NEW TOWN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SO0041'EAST ALONG THE SOO LINE RAILROAD, ON THE CREST AND NEAR THE EAST END
 SO0041'OF A CUT 20 FEET DEEP, 39.0 FEET NORTH OF THE NORTH RAIL, 72.5 FEET
 SO0041'WEST OF A TELEGRAPH POLE, IN LINE WITH A ROW OF POLES, 5.2 FEET
 SO0041'NORTHEAST OF A METAL WITNESS POST, ABOUT 19 FEET ABOVE THE LEVEL OF
 SO0041'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES,
 SO0041'S 22, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0040 ***********************************************************************
 SO0040  DESIGNATION -  H 9 Z RM 1
 SO0040  PID         -  SO0040
 SO0040  STATE/COUNTY-  ND/MOUNTRAIL
 SO0040  USGS QUAD   -  NEW TOWN (1981)
 SO0040
 SO0040                         *CURRENT SURVEY CONTROL
 SO0040  ___________________________________________________________________
 SO0040* NAD 83(1986)-  47 58 17.     (N)    102 26 40.     (W)     SCALED    
 SO0040* NAVD 88     -       579.845  (meters)    1902.37   (feet)  ADJUSTED  
 SO0040  ___________________________________________________________________
 SO0040  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0040  DYNAMIC HT  -         579.926 (meters)    1902.64  (feet)  COMP
 SO0040  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SO0040
 SO0040  VERT ORDER  -  SECOND    CLASS 0
 SO0040
 SO0040.The horizontal coordinates were scaled from a topographic map and have
 SO0040.an estimated accuracy of +/- 6 seconds.
 SO0040
 SO0040.The orthometric height was determined by differential leveling
 SO0040.and adjusted by the National Geodetic Survey in June 1991..
 SO0040
 SO0040.The geoid height was determined by GEOID03.
 SO0040
 SO0040.The dynamic height is computed by dividing the NAVD 88
 SO0040.geopotential number by the normal gravity value computed on the
 SO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0040.degrees latitude (g = 980.6199 gals.).
 SO0040
 SO0040.The modeled gravity was interpolated from observed gravity values.
 SO0040
 SO0040;                    North         East    Units  Estimated Accuracy
 SO0040;SPC ND N     -   109,830.      454,840.      MT  (+/- 180 meters Scaled)
 SO0040
 SO0040                          SUPERSEDED SURVEY CONTROL
 SO0040
 SO0040  NGVD 29 (??/??/92)  579.40   (m)         1900.9    (f) COMPUTED    2 0
 SO0040
 SO0040.Superseded values are not recommended for survey control.
 SO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0040.See file dsdata.txt to determine how the superseded data were derived.
 SO0040
 SO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP907162(NAD 83)
 SO0040_MARKER: DR = REFERENCE MARK DISK
 SO0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0040_STAMPING: H 9 Z NO 1 1962
 SO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0040+STABILITY: SURFACE MOTION
 SO0040
 SO0040  HISTORY     - Date     Condition        Report By
 SO0040  HISTORY     - 1962     MONUMENTED       CGS
 SO0040  HISTORY     - 1963     GOOD             NGS
 SO0040
 SO0040                          STATION DESCRIPTION
 SO0040
 SO0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0040'2.6 MI SE FROM NEW TOWN.
 SO0040'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0040'NEW TOWN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SO0040'EAST ALONG THE SOO LINE RAILROAD, ON THE TOP AND NEAR THE EAST END OF
 SO0040'A CUT 20 FEET DEEP, 40.0 FEET NORTH OF THE NORTH RAIL, 37.3 FEET EAST
 SO0040'OF THE STATION MARK, 35.0 FEET WEST OF A TELEGRAPH POLE, ABOUT 18 FEET
 SO0040'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SO0040'PROJECTING 6 INCHES, S 22, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0042 ***********************************************************************
 SO0042  DESIGNATION -  H 9 Z RM 2
 SO0042  PID         -  SO0042
 SO0042  STATE/COUNTY-  ND/MOUNTRAIL
 SO0042  USGS QUAD   -  NEW TOWN (1981)
 SO0042
 SO0042                         *CURRENT SURVEY CONTROL
 SO0042  ___________________________________________________________________
 SO0042* NAD 83(1986)-  47 58 17.     (N)    102 26 38.     (W)     SCALED    
 SO0042* NAVD 88     -       580.316  (meters)    1903.92   (feet)  ADJUSTED  
 SO0042  ___________________________________________________________________
 SO0042  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0042  DYNAMIC HT  -         580.397 (meters)    1904.19  (feet)  COMP
 SO0042  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SO0042
 SO0042  VERT ORDER  -  SECOND    CLASS 0
 SO0042
 SO0042.The horizontal coordinates were scaled from a topographic map and have
 SO0042.an estimated accuracy of +/- 6 seconds.
 SO0042
 SO0042.The orthometric height was determined by differential leveling
 SO0042.and adjusted by the National Geodetic Survey in June 1991..
 SO0042
 SO0042.The geoid height was determined by GEOID03.
 SO0042
 SO0042.The dynamic height is computed by dividing the NAVD 88
 SO0042.geopotential number by the normal gravity value computed on the
 SO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0042.degrees latitude (g = 980.6199 gals.).
 SO0042
 SO0042.The modeled gravity was interpolated from observed gravity values.
 SO0042
 SO0042;                    North         East    Units  Estimated Accuracy
 SO0042;SPC ND N     -   109,830.      454,880.      MT  (+/- 180 meters Scaled)
 SO0042
 SO0042                          SUPERSEDED SURVEY CONTROL
 SO0042
 SO0042  NGVD 29 (??/??/92)  579.87   (m)         1902.5    (f) COMPUTED    2 0
 SO0042
 SO0042.Superseded values are not recommended for survey control.
 SO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0042.See file dsdata.txt to determine how the superseded data were derived.
 SO0042
 SO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP907162(NAD 83)
 SO0042_MARKER: DR = REFERENCE MARK DISK
 SO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0042_STAMPING: H 9 Z NO 2 1962
 SO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0042+STABILITY: SURFACE MOTION
 SO0042
 SO0042  HISTORY     - Date     Condition        Report By
 SO0042  HISTORY     - 1962     MONUMENTED       CGS
 SO0042  HISTORY     - 1963     GOOD             NGS
 SO0042
 SO0042                          STATION DESCRIPTION
 SO0042
 SO0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0042'2.6 MI SE FROM NEW TOWN.
 SO0042'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0042'NEW TOWN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 SO0042'EAST ALONG THE SOO LINE RAILROAD, ON THE CREST AND NEAR THE CENTER OF
 SO0042'A CUT 20 FEET DEEP, 38.0 FEET NORTH OF THE NORTH RAIL, 33.5 FEET EAST
 SO0042'OF A TELEGRAPH POLE, 41.5 FEET WEST OF THE STATION MARK, ABOUT 20 FEET
 SO0042'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SO0042'PROJECTING 6 INCHES, S 22, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1460 ***********************************************************************
 TG1460  DESIGNATION -  H 90
 TG1460  PID         -  TG1460
 TG1460  STATE/COUNTY-  ND/DIVIDE
 TG1460  USGS QUAD   -  COLGAN EAST (1983)
 TG1460
 TG1460                         *CURRENT SURVEY CONTROL
 TG1460  ___________________________________________________________________
 TG1460* NAD 83(1986)-  48 57 04.     (N)    103 34 31.     (W)     SCALED    
 TG1460* NAVD 88     -       642.277  (meters)    2107.20   (feet)  ADJUSTED  
 TG1460  ___________________________________________________________________
 TG1460  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TG1460  DYNAMIC HT  -         642.406 (meters)    2107.63  (feet)  COMP
 TG1460  MODELED GRAV-     980,789.6   (mgal)                       NAVD 88
 TG1460
 TG1460  VERT ORDER  -  SECOND    CLASS 0
 TG1460
 TG1460.The horizontal coordinates were scaled from a topographic map and have
 TG1460.an estimated accuracy of +/- 6 seconds.
 TG1460
 TG1460.The orthometric height was determined by differential leveling
 TG1460.and adjusted by the National Geodetic Survey in June 1991..
 TG1460
 TG1460.The geoid height was determined by GEOID03.
 TG1460
 TG1460.The dynamic height is computed by dividing the NAVD 88
 TG1460.geopotential number by the normal gravity value computed on the
 TG1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1460.degrees latitude (g = 980.6199 gals.).
 TG1460
 TG1460.The modeled gravity was interpolated from observed gravity values.
 TG1460
 TG1460;                    North         East    Units  Estimated Accuracy
 TG1460;SPC ND N     -   221,440.      374,810.      MT  (+/- 180 meters Scaled)
 TG1460
 TG1460                          SUPERSEDED SURVEY CONTROL
 TG1460
 TG1460  NGVD 29 (??/??/92)  641.780  (m)         2105.57   (f) ADJ UNCH    2 0
 TG1460
 TG1460.Superseded values are not recommended for survey control.
 TG1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1460.See file dsdata.txt to determine how the superseded data were derived.
 TG1460
 TG1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ043229(NAD 83)
 TG1460_MARKER: DB = BENCH MARK DISK
 TG1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1460_STAMPING: H 90 1934
 TG1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1460+STABILITY: SURFACE MOTION
 TG1460
 TG1460  HISTORY     - Date     Condition        Report By
 TG1460  HISTORY     - 1934     MONUMENTED       CGS
 TG1460  HISTORY     - 1935     GOOD             NGS
 TG1460
 TG1460                          STATION DESCRIPTION
 TG1460
 TG1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG1460'4.2 MI W FROM AMBROSE.
 TG1460'4.2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TG1460'RAILROAD FROM THE STATION AT AMBROSE, DIVIDE COUNTY, ABOUT 0.1 MILE
 TG1460'WEST OF MILEPOST 595, 79 FEET SOUTHWEST OF THE CENTER OF A
 TG1460'SECTION-LINE ROAD CROSSING, 42.8 FEET SOUTH OF THE SOUTH RAIL, 29 FEET
 TG1460'WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.4 FEET NORTH OF THE FENCE.
 TG1460'A STANDARD DISK, STAMPED H 90 1934 AND SET IN THE TOP OF A CONCRETE
 TG1460'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS,
 TG1460'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1068 ***********************************************************************
 TG1068  DESIGNATION -  H 91
 TG1068  PID         -  TG1068
 TG1068  STATE/COUNTY-  ND/WILLIAMS
 TG1068  USGS QUAD   -  CORINTH (1978)
 TG1068
 TG1068                         *CURRENT SURVEY CONTROL
 TG1068  ___________________________________________________________________
 TG1068* NAD 83(1986)-  48 37 07.     (N)    103 19 12.     (W)     SCALED    
 TG1068* NAVD 88     -       683.600  (meters)    2242.78   (feet)  ADJUSTED  
 TG1068  ___________________________________________________________________
 TG1068  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG1068  DYNAMIC HT  -         683.713 (meters)    2243.15  (feet)  COMP
 TG1068  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 TG1068
 TG1068  VERT ORDER  -  SECOND    CLASS 0
 TG1068
 TG1068.The horizontal coordinates were scaled from a topographic map and have
 TG1068.an estimated accuracy of +/- 6 seconds.
 TG1068
 TG1068.The orthometric height was determined by differential leveling
 TG1068.and adjusted by the National Geodetic Survey in June 1991..
 TG1068
 TG1068.The geoid height was determined by GEOID03.
 TG1068
 TG1068.The dynamic height is computed by dividing the NAVD 88
 TG1068.geopotential number by the normal gravity value computed on the
 TG1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1068.degrees latitude (g = 980.6199 gals.).
 TG1068
 TG1068.The modeled gravity was interpolated from observed gravity values.
 TG1068
 TG1068;                    North         East    Units  Estimated Accuracy
 TG1068;SPC ND N     -   183,770.      392,140.      MT  (+/- 180 meters Scaled)
 TG1068
 TG1068                          SUPERSEDED SURVEY CONTROL
 TG1068
 TG1068  NGVD 29 (??/??/92)  683.119  (m)         2241.20   (f) ADJ UNCH    2 0
 TG1068
 TG1068.Superseded values are not recommended for survey control.
 TG1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1068.See file dsdata.txt to determine how the superseded data were derived.
 TG1068
 TG1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP238864(NAD 83)
 TG1068_MARKER: DB = BENCH MARK DISK
 TG1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1068_STAMPING: H-91--1934
 TG1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1068+STABILITY: SURFACE MOTION
 TG1068
 TG1068  HISTORY     - Date     Condition        Report By
 TG1068  HISTORY     - 1934     MONUMENTED       CGS
 TG1068  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1068
 TG1068                          STATION DESCRIPTION
 TG1068
 TG1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1068'21.5 MI S FROM CROSBY.
 TG1068'21.5 MILES SOUTH OF, ALONG STATE HIGHWAY 42.  21.5 MILES SOUTH OF THE
 TG1068'DIVIDE COUNTY COURT HOUSE AT CROSBY.  0.8 OF MILE NORTHEAST OF GREAT
 TG1068'NORTHERN RAILWAY DEPOT AT CORINTH.  31 FEET EAST OF CENTER LINE OF
 TG1068'STATE HWY. 42.  12.2 FEET SOUTH OF EAST AND WEST QUARTER SECTION LINE
 TG1068'FENCE.  2.5 FEET WEST OF FENCE.  A STANDARD TABLET SET IN TOP OF
 TG1068'CONCRETE POST 5 INCHES HIGH.  NOTE-- NEW ROAD WIDENING IN THE AREA.
 TG1068
 TG1068                          STATION RECOVERY (1974)
 TG1068
 TG1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0422 ***********************************************************************
 SO0422  DESIGNATION -  H 92
 SO0422  PID         -  SO0422
 SO0422  STATE/COUNTY-  ND/DUNN
 SO0422  USGS QUAD   -  LOST BRIDGE (1970)
 SO0422
 SO0422                         *CURRENT SURVEY CONTROL
 SO0422  ___________________________________________________________________
 SO0422* NAD 83(1986)-  47 35 49.     (N)    102 45 39.     (W)     SCALED    
 SO0422* NAVD 88     -       570.560  (meters)    1871.91   (feet)  ADJUSTED  
 SO0422  ___________________________________________________________________
 SO0422  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0422  DYNAMIC HT  -         570.616 (meters)    1872.10  (feet)  COMP
 SO0422  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SO0422
 SO0422  VERT ORDER  -  SECOND    CLASS 0
 SO0422
 SO0422.The horizontal coordinates were scaled from a topographic map and have
 SO0422.an estimated accuracy of +/- 6 seconds.
 SO0422
 SO0422.The orthometric height was determined by differential leveling
 SO0422.and adjusted by the National Geodetic Survey in June 1991..
 SO0422
 SO0422.The geoid height was determined by GEOID03.
 SO0422
 SO0422.The dynamic height is computed by dividing the NAVD 88
 SO0422.geopotential number by the normal gravity value computed on the
 SO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0422.degrees latitude (g = 980.6199 gals.).
 SO0422
 SO0422.The modeled gravity was interpolated from observed gravity values.
 SO0422
 SO0422;                    North         East    Units  Estimated Accuracy
 SO0422;SPC ND S     -   217,020.      429,990.      MT  (+/- 180 meters Scaled)
 SO0422
 SO0422                          SUPERSEDED SURVEY CONTROL
 SO0422
 SO0422  NGVD 29 (??/??/92)  570.081  (m)         1870.34   (f) ADJ UNCH    2 0
 SO0422
 SO0422.Superseded values are not recommended for survey control.
 SO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0422.See file dsdata.txt to determine how the superseded data were derived.
 SO0422
 SO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN683739(NAD 83)
 SO0422_MARKER: DB = BENCH MARK DISK
 SO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0422_STAMPING: H-92 1934
 SO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0422+STABILITY: SURFACE MOTION
 SO0422
 SO0422  HISTORY     - Date     Condition        Report By
 SO0422  HISTORY     - 1934     MONUMENTED       CGS
 SO0422  HISTORY     - 1940     GOOD             NGS
 SO0422  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0422
 SO0422                          STATION DESCRIPTION
 SO0422
 SO0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0422'16.1 MI S FROM CROFF.
 SO0422'IN DUNN COUNTY, 16.1 MILES SOUTH ALONG STATE HIGHWAY 22 FROM THE POST
 SO0422'OFFICE AT CROFF, MCKENZIE COUNTY, AT THE LITTLE MISSOURI RIVER BRIDGE,
 SO0422'ABOUT 232 FEET NORTH OF THE NORTH-WEST CORNER OF THE NORTH-WEST
 SO0422'HEAD-WALL, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 SO0422'SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK
 SO0422'STAMPED H-92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SO0422
 SO0422                          STATION RECOVERY (1969)
 SO0422
 SO0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0593 ***********************************************************************
 SO0593  DESIGNATION -  H 94
 SO0593  PID         -  SO0593
 SO0593  STATE/COUNTY-  ND/MCKENZIE
 SO0593  USGS QUAD   -  TROTTERS (1974)
 SO0593
 SO0593                         *CURRENT SURVEY CONTROL
 SO0593  ___________________________________________________________________
 SO0593* NAD 83(1986)-  47 20 40.     (N)    103 54 21.     (W)     SCALED    
 SO0593* NAVD 88     -       721.417  (meters)    2366.85   (feet)  ADJUSTED  
 SO0593  ___________________________________________________________________
 SO0593  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 SO0593  DYNAMIC HT  -         721.445 (meters)    2366.94  (feet)  COMP
 SO0593  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 SO0593
 SO0593  VERT ORDER  -  SECOND    CLASS 0
 SO0593
 SO0593.The horizontal coordinates were scaled from a topographic map and have
 SO0593.an estimated accuracy of +/- 6 seconds.
 SO0593
 SO0593.The orthometric height was determined by differential leveling
 SO0593.and adjusted by the National Geodetic Survey in June 1991..
 SO0593
 SO0593.The geoid height was determined by GEOID03.
 SO0593
 SO0593.The dynamic height is computed by dividing the NAVD 88
 SO0593.geopotential number by the normal gravity value computed on the
 SO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0593.degrees latitude (g = 980.6199 gals.).
 SO0593
 SO0593.The modeled gravity was interpolated from observed gravity values.
 SO0593
 SO0593;                    North         East    Units  Estimated Accuracy
 SO0593;SPC ND N     -    43,990.      342,710.      MT  (+/- 180 meters Scaled)
 SO0593
 SO0593                          SUPERSEDED SURVEY CONTROL
 SO0593
 SO0593  NGVD 29 (??/??/92)  720.823  (m)         2364.90   (f) ADJ UNCH    2 0
 SO0593
 SO0593.Superseded values are not recommended for survey control.
 SO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0593.See file dsdata.txt to determine how the superseded data were derived.
 SO0593
 SO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN826440(NAD 83)
 SO0593_MARKER: DB = BENCH MARK DISK
 SO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0593_STAMPING: H 94 1934
 SO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0593+STABILITY: SURFACE MOTION
 SO0593
 SO0593  HISTORY     - Date     Condition        Report By
 SO0593  HISTORY     - 1934     MONUMENTED       CGS
 SO0593  HISTORY     - 1938     GOOD             NGS
 SO0593
 SO0593                          STATION DESCRIPTION
 SO0593
 SO0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0593'35.7 MI N FROM BEACH.
 SO0593'IN MCKENZIE COUNTY, 35.7 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE
 SO0593'COUNTY COURTHOUSE AT BEACH, GOLDEN VALLEY COUNTY, 2.1 MILES NORTH OF
 SO0593'TROTTERS, GOLDEN VALLEY COUNTY, 0.4 MILE EAST OF A SCHOOLHOUSE, AT THE
 SO0593'NORTH END OF A RIGHT-ANGLE TURN, 155 FEET NORTH OF THE CENTERLINE OF A
 SO0593'SECTION-LINE ROAD LEADING EAST, 128 FEET NORTH OF A CORNER FENCE POST,
 SO0593'34 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET WEST OF
 SO0593'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 SO0593'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0308 ***********************************************************************
 SO0308  DESIGNATION -  H 95 RESET
 SO0308  PID         -  SO0308
 SO0308  STATE/COUNTY-  ND/DUNN
 SO0308  USGS QUAD   -  MARSHALL (1973)
 SO0308
 SO0308                         *CURRENT SURVEY CONTROL
 SO0308  ___________________________________________________________________
 SO0308* NAD 83(1986)-  47 11 02.     (N)    102 20 44.     (W)     SCALED    
 SO0308* NAVD 88     -       676.56   (+/-2cm)    2219.7    (feet)  VERTCON   
 SO0308  ___________________________________________________________________
 SO0308  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0308
 SO0308  VERT ORDER  -  THIRD (See Below)
 SO0308
 SO0308.The horizontal coordinates were scaled from a topographic map and have
 SO0308.an estimated accuracy of +/- 6 seconds.
 SO0308
 SO0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0308.The vertical order pertains to the NGVD 29 superseded value.
 SO0308
 SO0308.The geoid height was determined by GEOID03.
 SO0308
 SO0308;                    North         East    Units  Estimated Accuracy
 SO0308;SPC ND S     -   170,300.      460,140.      MT  (+/- 180 meters Scaled)
 SO0308
 SO0308                          SUPERSEDED SURVEY CONTROL
 SO0308
 SO0308  NGVD 29 (??/??/??)  676.09   (m)         2218.1    (f) RESET       3  
 SO0308
 SO0308.Superseded values are not recommended for survey control.
 SO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0308.See file dsdata.txt to determine how the superseded data were derived.
 SO0308
 SO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN011290(NAD 83)
 SO0308_MARKER: DB = BENCH MARK DISK
 SO0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0308_STAMPING: H 95 RESET 1964
 SO0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0308+STABILITY: SURFACE MOTION
 SO0308
 SO0308  HISTORY     - Date     Condition        Report By
 SO0308  HISTORY     - 1964     MONUMENTED       CGS
 SO0308
 SO0308                          STATION DESCRIPTION
 SO0308
 SO0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0308'3.4 MI N FROM MARSHALL.
 SO0308'3.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0308'MARSHALL, DUNN COUNTY, IN THE NORTHEAST ANGLE OF CROSSROADS, 100 FEET
 SO0308'EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 30 FEET NORTH OF THE
 SO0308'CENTERLINE OF THE EAST-WEST ROAD, 6 FEET NORTH OF A FENCE CORNER AND 2
 SO0308'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 SO0308'POST PROJECTING ABOUT 4 INCHES.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0045 ***********************************************************************
 RS0045  DESIGNATION -  H 96
 RS0045  PID         -  RS0045
 RS0045  STATE/COUNTY-  ND/HETTINGER
 RS0045  USGS QUAD   -  MOTT NORTH (1966)
 RS0045
 RS0045                         *CURRENT SURVEY CONTROL
 RS0045  ___________________________________________________________________
 RS0045* NAD 83(1986)-  46 29 13.     (N)    102 19 06.     (W)     SCALED    
 RS0045* NAVD 88     -       753.942  (meters)    2473.56   (feet)  ADJUSTED  
 RS0045  ___________________________________________________________________
 RS0045  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RS0045  DYNAMIC HT  -         753.901 (meters)    2473.42  (feet)  COMP
 RS0045  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 RS0045
 RS0045  VERT ORDER  -  SECOND    CLASS 0
 RS0045
 RS0045.The horizontal coordinates were scaled from a topographic map and have
 RS0045.an estimated accuracy of +/- 6 seconds.
 RS0045
 RS0045.The orthometric height was determined by differential leveling
 RS0045.and adjusted by the National Geodetic Survey in June 1991..
 RS0045
 RS0045.The geoid height was determined by GEOID03.
 RS0045
 RS0045.The dynamic height is computed by dividing the NAVD 88
 RS0045.geopotential number by the normal gravity value computed on the
 RS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0045.degrees latitude (g = 980.6199 gals.).
 RS0045
 RS0045.The modeled gravity was interpolated from observed gravity values.
 RS0045
 RS0045;                    North         East    Units  Estimated Accuracy
 RS0045;SPC ND S     -    92,800.      460,410.      MT  (+/- 180 meters Scaled)
 RS0045
 RS0045                          SUPERSEDED SURVEY CONTROL
 RS0045
 RS0045  NGVD 29 (??/??/92)  753.416  (m)         2471.83   (f) ADJ UNCH    2 0
 RS0045
 RS0045.Superseded values are not recommended for survey control.
 RS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0045.See file dsdata.txt to determine how the superseded data were derived.
 RS0045
 RS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM058516(NAD 83)
 RS0045_MARKER: DB = BENCH MARK DISK
 RS0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0045_STAMPING: H-96 -- 1934
 RS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0045+STABILITY: SURFACE MOTION
 RS0045
 RS0045  HISTORY     - Date     Condition        Report By
 RS0045  HISTORY     - 1934     MONUMENTED       CGS
 RS0045  HISTORY     - 1965     MARK NOT FOUND   USGS
 RS0045
 RS0045                          STATION DESCRIPTION
 RS0045
 RS0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0045'8.2 MI N FROM MOTT.
 RS0045'8.2 MILES NORTH OF THE POST OFFICE AT MOTT.  0.5 OF MILE SOUTH OF A
 RS0045'CONCRETE BRIDGE OVER SPRING CREEK.  194 FEET SOUTH OF CENTERLINE OF A
 RS0045'COUNTY ROAD CROSSING HIGHWAY.  40 FEET EAST OF CENTERLINE OF HIGHWAY.
 RS0045'6.5 FEET SOUTH OF A TELEGRAPH POLE AND LINE WITH POLES.  A STANDARD
 RS0045'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 RS0045
 RS0045                          STATION RECOVERY (1965)
 RS0045
 RS0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RS0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0242 ***********************************************************************
 RS0242  DESIGNATION -  H 98
 RS0242  PID         -  RS0242
 RS0242  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0242  USGS QUAD   -  DRY BULLION CREEK (1979)
 RS0242
 RS0242                         *CURRENT SURVEY CONTROL
 RS0242  ___________________________________________________________________
 RS0242* NAD 83(1986)-  46 39 31.     (N)    103 39 01.     (W)     SCALED    
 RS0242* NAVD 88     -       834.900  (meters)    2739.17   (feet)  ADJUSTED  
 RS0242  ___________________________________________________________________
 RS0242  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 RS0242  DYNAMIC HT  -         834.875 (meters)    2739.09  (feet)  COMP
 RS0242  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 RS0242
 RS0242  VERT ORDER  -  SECOND    CLASS 0
 RS0242
 RS0242.The horizontal coordinates were scaled from a topographic map and have
 RS0242.an estimated accuracy of +/- 6 seconds.
 RS0242
 RS0242.The orthometric height was determined by differential leveling
 RS0242.and adjusted by the National Geodetic Survey in June 1991..
 RS0242
 RS0242.The geoid height was determined by GEOID03.
 RS0242
 RS0242.The dynamic height is computed by dividing the NAVD 88
 RS0242.geopotential number by the normal gravity value computed on the
 RS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0242.degrees latitude (g = 980.6199 gals.).
 RS0242
 RS0242.The modeled gravity was interpolated from observed gravity values.
 RS0242
 RS0242;                    North         East    Units  Estimated Accuracy
 RS0242;SPC ND S     -   115,100.      358,960.      MT  (+/- 180 meters Scaled)
 RS0242
 RS0242                          SUPERSEDED SURVEY CONTROL
 RS0242
 RS0242  NGVD 29 (??/??/92)  834.374  (m)         2737.44   (f) ADJ UNCH    2 0
 RS0242
 RS0242.Superseded values are not recommended for survey control.
 RS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0242.See file dsdata.txt to determine how the superseded data were derived.
 RS0242
 RS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM032681(NAD 83)
 RS0242_MARKER: DB = BENCH MARK DISK
 RS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0242_STAMPING: H 98 1934
 RS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0242+STABILITY: SURFACE MOTION
 RS0242
 RS0242  HISTORY     - Date     Condition        Report By
 RS0242  HISTORY     - 1934     MONUMENTED       CGS
 RS0242  HISTORY     - 1974     GOOD             USGS
 RS0242
 RS0242                          STATION DESCRIPTION
 RS0242
 RS0242'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0242'19.5 MI SW FROM MEDORA.
 RS0242'ABOUT 24.8 MI S ALONG THE RIVER TO MARMARTH FROM MEDORA ABOUT 14.5 MI
 RS0242'(AIRLINE) S UP THE LITTLE MISSOURI RIVER FROM MEDORA THENCE ABOUT 5 MI
 RS0242'ALONG TRACK RDS AROUND THE W SIDE OF BULLION BUTTE, 231 FT E OF THE
 RS0242'FENCE COR AT THE SW COR OF SEC 23, T 137 N, R 103 W, 12 FT E OF A DIM
 RS0242'TRACK RD.  A STD DISK STAMPED H 98 1934 SET IN THE TOP OF A CONC POST
 RS0242'PROJECTING 3 INCHES ABOVE GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0942 ***********************************************************************
 RR0942  DESIGNATION -  HAGEL
 RR0942  PID         -  RR0942
 RR0942  STATE/COUNTY-  ND/GRANT
 RR0942  USGS QUAD   -  NEW LEIPZIG SOUTH (1972)
 RR0942
 RR0942                         *CURRENT SURVEY CONTROL
 RR0942  ___________________________________________________________________
 RR0942* NAD 83(1996)-  46 17 28.07639(N)    101 54 56.21797(W)     ADJUSTED  
 RR0942* NAVD 88     -       795.9    (meters)    2611.     (feet)  VERTCON   
 RR0942  ___________________________________________________________________
 RR0942  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 RR0942  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 RR0942
 RR0942  HORZ ORDER  -  FIRST
 RR0942
 RR0942.The horizontal coordinates were established by classical geodetic methods
 RR0942.and adjusted by the National Geodetic Survey in January 1998..
 RR0942
 RR0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0942
 RR0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0942
 RR0942.The geoid height was determined by GEOID03.
 RR0942
 RR0942;                    North         East     Units Scale Factor Converg.
 RR0942;SPC ND S     -    70,396.320   490,926.280   MT  0.99998055   -1 01 57.1
 RR0942;SPC ND S     -   230,959.06  1,610,650.52   iFT  0.99998055   -1 01 57.1
 RR0942;UTM  14      - 5,130,527.222   275,428.345   MT  1.00021999   -2 06 30.5
 RR0942
 RR0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0942!SPC ND S     -   0.99987826  x   0.99998055  =   0.99985882
 RR0942!UTM  14      -   0.99987826  x   1.00021999  =   1.00009823
 RR0942
 RR0942:                Primary Azimuth Mark                     Grid Az
 RR0942:SPC ND S     -  HAGEL AZ MK                              024 55 57.3
 RR0942:UTM  14      -  HAGEL AZ MK                              026 00 30.7
 RR0942
 RR0942|---------------------------------------------------------------------|
 RR0942| PID    Reference Object                     Distance      Geod. Az  |
 RR0942|                                                           dddmmss.s |
 RR0942| CQ7746 HAGEL AZ MK                                        0235400.2 |
 RR0942| CQ7747 HAGEL RM 1                           16.900 METERS 19822     |
 RR0942| CQ7748 HAGEL RM 2                           15.728 METERS 27144     |
 RR0942| RS0398 BENTLEY LUTHERAN CHURCH SPIRE       APPROX.12.1 KM 2910557.5 |
 RR0942| RR0943 NEW LEIPZIG CHURCH                  APPROX. 9.4 KM 3441840.8 |
 RR0942|---------------------------------------------------------------------|
 RR0942
 RR0942                          SUPERSEDED SURVEY CONTROL
 RR0942
 RR0942  NAD 83(1986)-  46 17 28.06831(N)    101 54 56.21423(W) AD(       ) 1
 RR0942  NAD 27      -  46 17 28.05200(N)    101 54 54.68500(W) AD(       ) 1
 RR0942  NGVD 29 (07/19/86)  795.4    (m)         2610.     (f) VERT ANG       
 RR0942
 RR0942.Superseded values are not recommended for survey control.
 RR0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0942.See file dsdata.txt to determine how the superseded data were derived.
 RR0942
 RR0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7542830527(NAD 83)
 RR0942_MARKER: DB = BENCH MARK DISK
 RR0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0942
 RR0942  HISTORY     - Date     Condition        Report By
 RR0942  HISTORY     - 1951     MONUMENTED       USGS
 RR0942  HISTORY     - 1951     GOOD             USGS
 RR0942  HISTORY     - 1959     GOOD             CGS
 RR0942
 RR0942                          STATION DESCRIPTION
 RR0942
 RR0942'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0942'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF NEW LEIPZIG,
 RR0942'NEAR THE NORTHEAST EDGE OF A PROMINENT EAST-WEST RIDGE, 25 FEET
 RR0942'SOUTH OF THE NORTH EDGE OF RIDGE, 25 FEET WEST OF EAST EDGE OF
 RR0942'RIDGE, 15 FEET EAST OF A CIRCULAR PILE OF ROCK APPROXIMATELY 10
 RR0942'FEET IN DIAMETER WITH A 4 FOOT IN DIAMETER PIT IN THE CENTER,
 RR0942'AND ON LAND LEASED BY JAKE HAGEL.
 RR0942'
 RR0942'TO REACH THE STATION FROM THE CROSS STREET AT THE FIRST STATE
 RR0942'BANK IN NEW LEIPZIG, GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE
 RR0942'TO A T-INTERSECTION.  THEN LEFT, EAST, FOR 1.25 MILES.  THEN
 RR0942'RIGHT, SOUTH, (MAIN TRAVELED ROAD) FOR 4.5 MILES TO A
 RR0942'T-INTERSECTION.  THEN LEFT, EAST, FOR 0.45 MILE.  THEN RIGHT, WEST,
 RR0942'(TRACK ROAD ACROSS PASTURE LAND) FOR 0.4 MILE TO A GATE ON
 RR0942'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT
 RR0942'THROUGH GATE, THEN GO SOUTHWEST ACROSS PASTURE FOR 0.4 MILE
 RR0942'TO A DRAW.  THEN LEFT, SOUTHEAST, UP THE DRAW FOR 0.2 MILE TO
 RR0942'TOP OF A SADDLE.  THEN RIGHT FOR 0.05 MILE TO THE CREST OF
 RR0942'RIDGE AND THE STATION AS DESCRIBED.
 RR0942'
 RR0942'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 RR0942'STAMPED HAGEL 1941 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 RR0942'POST THAT PROJECTS 4-INCHES.
 RR0942'
 RR0942'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF THE PIT.  IT IS FLUSH
 RR0942'WITH THE GROUND, AND THE DISK IS STAMPED HAGEL USGS NO 1 1951.
 RR0942'
 RR0942'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE NORTH EDGE OF THE
 RR0942'RIDGE, AND 39 FEET SOUTHWEST OF THE PIT.  IT PROJECTS 4 INCHES
 RR0942'AND THE DISK IS STAMPED HAGEL USGS NO 2 1951.
 RR0942'
 RR0942'THE AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER OF THE TRACK
 RR0942'ROAD, 27 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE
 RR0942'FENCE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED HAGEL
 RR0942'USGS 1951.
 RR0942'
 RR0942'THE REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 RR0942'OUTCROPPING BEDROCK.  THE AZIMUTH MARK IS A STANDARD DISK
 RR0942'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 RR0942'
 RR0942'ALL FIRST AND SECOND ORDER STATIONS EXCEPT GAUGLERM 1934 ARE
 RR0942'VISABLE FROM THE GROUND AT THIS STATION.
 RR0942'
 RR0942'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 RR0942
 RR0942                          STATION RECOVERY (1951)
 RR0942
 RR0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0942'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0942
 RR0942                          STATION RECOVERY (1959)
 RR0942
 RR0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0942'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0942'CONDITION.
 RR0942'
 RR0942'AN ERROR WAS FOUND IN THE DESCRIPTION TO REACH THE STATION SO
 RR0942'A NEW DESCRIPTION TO REACH FOLLOWS.
 RR0942'
 RR0942'TO REACH FROM NEW LEIPZIG, FROM THE FIRST STATE BANK, GO SOUTH
 RR0942'ON GRAVEL ROAD FOR 0.25 MILE TO A T-INTERSECTION, TURN LEFT
 RR0942'AND GO EAST FOR 1.25 MILES, TURN RIGHT AND GO SOUTH FOR 4.5
 RR0942'MILES TO A T-INTERSECTION, TURN LEFT AND GO EAST FOR 0.45 MILE,
 RR0942'TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A WIRE GATE ON THE RIGHT,
 RR0942'TURN RIGHT THROUGH WIRE GATE AND GO WEST ON RANCH ROAD FOR 0.4
 RR0942'MILE TO A WIRE GATE ON LEFT AND AZIMUTH MARK AS DESCRIBED,
 RR0942'TURN LEFT THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.4
 RR0942'MILE TO A DRAW, TURN LEFT UP DRAW FOR 0.2 MILE TO TOP OF
 RR0942'SADDLE THEN RIGHT FOR 0.05 MILE TO TOP OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1985 ***********************************************************************
 TE1985  DESIGNATION -  HAGEN
 TE1985  PID         -  TE1985
 TE1985  STATE/COUNTY-  ND/RAMSEY
 TE1985  USGS QUAD   -  GRAHAMS ISLAND (1975)
 TE1985
 TE1985                         *CURRENT SURVEY CONTROL
 TE1985  ___________________________________________________________________
 TE1985* NAD 83(1996)-  48 04 28.60718(N)    099 04 13.11583(W)     ADJUSTED  
 TE1985* NAVD 88     -       439.1    (meters)    1441.     (feet)  VERTCON   
 TE1985  ___________________________________________________________________
 TE1985  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 TE1985  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 TE1985
 TE1985  HORZ ORDER  -  FIRST
 TE1985
 TE1985.The horizontal coordinates were established by classical geodetic methods
 TE1985.and adjusted by the National Geodetic Survey in January 1998..
 TE1985
 TE1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1985
 TE1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1985
 TE1985.The geoid height was determined by GEOID03.
 TE1985
 TE1985;                    North         East     Units Scale Factor Converg.
 TE1985;SPC ND N     -   120,465.386   706,524.237   MT  0.99993586   +1 03 50.0
 TE1985;SPC ND N     -   395,227.64  2,317,992.90   iFT  0.99993586   +1 03 50.0
 TE1985;UTM  14      - 5,324,595.606   494,762.761   MT  0.99960034   -0 03 08.3
 TE1985
 TE1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1985!SPC ND N     -   0.99993488  x   0.99993586  =   0.99987075
 TE1985!UTM  14      -   0.99993488  x   0.99960034  =   0.99953525
 TE1985
 TE1985|---------------------------------------------------------------------|
 TE1985| PID    Reference Object                     Distance      Geod. Az  |
 TE1985|                                                           dddmmss.s |
 TE1985| TE1984 HAGEN RM A                           26.798 METERS 04851     |
 TE1985| SM1173 DEVILS LAKE N DAK ST PAT MAST       APPROX.16.9 KM 1250124.6 |
 TE1985| CO6928 HAGEN RM 1                           32.604 METERS 26631     |
 TE1985| CO6929 HAGEN RM 2                           19.078 METERS 35223     |
 TE1985| CO6927 HAGEN AZ MK                                        3594057.7 |
 TE1985|---------------------------------------------------------------------|
 TE1985
 TE1985                          SUPERSEDED SURVEY CONTROL
 TE1985
 TE1985  NAD 83(1986)-  48 04 28.60674(N)    099 04 13.11465(W) AD(       ) 1
 TE1985  NAD 27      -  48 04 28.61192(N)    099 04 11.64947(W) AD(       ) 1
 TE1985  NGVD 29 (07/19/86)  438.7    (m)         1439.     (f) VERT ANG       
 TE1985
 TE1985.Superseded values are not recommended for survey control.
 TE1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1985.See file dsdata.txt to determine how the superseded data were derived.
 TE1985
 TE1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9476324596(NAD 83)
 TE1985_MARKER: DS = TRIANGULATION STATION DISK
 TE1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1985_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1985
 TE1985  HISTORY     - Date     Condition        Report By
 TE1985  HISTORY     - 1967     MONUMENTED       CGS
 TE1985
 TE1985                          STATION DESCRIPTION
 TE1985
 TE1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1985'STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF DEVILS LAKE,
 TE1985'ABOUT 9 MILES NORTHEAST OF LALLIE, ABOUT 8 MILES EAST OF
 TE1985'MINNEWAUKAN, ABOUT 3 MILES SOUTH OF STATE HIGHWAY 19 IN LOW
 TE1985'PASTURE LAND ON THE EAST SIDE OF A GRAVELED ROAD.  PROPERTY IS
 TE1985'OWNED BY A MR. BRUCE HAGEN.  THE STATION MARK IS 62 FEET EAST
 TE1985'OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 23 FEET
 TE1985'NORTH-NORTHEAST OF THE CENTER OF GATE AND 9.5 FEET EAST OF A
 TE1985'METAL WITNESS POST WITH SIGN ATTACHED.  STATION IS MARKED BY A
 TE1985'STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A 14
 TE1985'INCH CONCRETE CYLINDER MONUMENT THAT IS 18 INCHES BELOW THE
 TE1985'SURFACE OF THE GROUND.  THE DISK IS STAMPED HAGEN 1967.
 TE1985'
 TE1985'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAY 2 AND
 TE1985'STATE HIGHWAY 19, IN THE SOUTHWEST PART OF DEVILS LAKE.  GO
 TE1985'SOUTH AND WEST ON STATE HIGHWAY 19 FOR 9.5 MILES TO A GRAVEL
 TE1985'CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 2.8
 TE1985'MILES TO THE AZIMUTH MARK AND NORTH DAKOTA STATE BENCH MARK NO
 TE1985'MSL ON THE LEFT, EAST SIDE OF ROAD.  CONTINUE SOUTH ON GRAVELED
 TE1985'ROAD FOR 0.25 MILE TO STATION ON THE LEFT, EAST SIDE OF ROAD,
 TE1985'AS DESCRIBED.
 TE1985'
 TE1985'AZIMUTH MARK IS 50 FEET EAST OF THE APPROXIMATE CENTER OF
 TE1985'GRAVELED ROAD, 30 FEET SOUTH OF CENTER OF FIELD ROAD, 15 FEET
 TE1985'SOUTH OF FENCE CORNER POST AND 3.6 FEET SOUTH OF A METAL
 TE1985'WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY A STANDARD
 TE1985'AZIMUTH MARK DISK SET IN THE TOP OF A 12 INCH CONCRETE
 TE1985'CYLINDER MONUMENT THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 TE1985'THE GROUND.  THE DISK IS STAMPED HAGEN 1967.
 TE1985'
 TE1985'NORTH DAKOTA STATE BENCH MARK IS 3.5 FEET NORTH OF FENCELINE
 TE1985'CORNER POST.  THE DISK IS OF BRASS, HEXAGON IN SHAPE.  STAMPING
 TE1985'ON MARK IS STATE ENGINEER-BM NO MSL ELEV. TRIANGULATION FF.  THE
 TE1985'DISK IS SET IN 24X24 INCH CONCRETE MONUMENT, 1960 IS ETCHED IN THE
 TE1985'CONCRETE.
 TE1985'
 TE1985'REFERENCE MARK NO. 1 IS 46 FEET WEST OF THE CENTER OF
 TE1985'GRAVELED ROAD, 11 FEET NORTH OF CENTER OF GATE AND 1.5 FEET
 TE1985'EAST OF FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK,
 TE1985'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 TE1985'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 TE1985'STAMPED HAGEN NO 1 1967.
 TE1985'
 TE1985'REFERENCE MARK NO. 2 IS 85 FEET NORTH OF THE CENTER OF GATE, 51
 TE1985'FEET EAST OF THE CENTER OF GRAVELED ROAD AND 1 FOOT WEST OF
 TE1985'FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK, SET
 TE1985'IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT
 TE1985'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 TE1985'STAMPED HAGEN NO 2 1967.
 TE1985'
 TE1985'HEIGHT OF LIGHT ABOVE STATION MARK 14.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1966 ***********************************************************************
 TG1966  DESIGNATION -  HAGEN
 TG1966  PID         -  TG1966
 TG1966  STATE/COUNTY-  ND/DIVIDE
 TG1966  USGS QUAD   -  
 TG1966
 TG1966                         *CURRENT SURVEY CONTROL
 TG1966  ___________________________________________________________________
 TG1966* NAD 83(1996)-  49 00 29.44254(N)    103 33 53.52314(W)     ADJUSTED  
 TG1966* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 TG1966  ___________________________________________________________________
 TG1966  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TG1966  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG1966
 TG1966  HORZ ORDER  -  THIRD
 TG1966
 TG1966.The horizontal coordinates were established by classical geodetic methods
 TG1966.and adjusted by the National Geodetic Survey in January 1998..
 TG1966
 TG1966.The orthometric height was scaled from a topographic map.
 TG1966
 TG1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1966
 TG1966.The geoid height was determined by GEOID03.
 TG1966
 TG1966;                    North         East     Units Scale Factor Converg.
 TG1966;SPC ND N     -   227,749.793   375,819.248   MT  1.00006614   -2 16 50.4
 TG1966;SPC ND N     -   747,210.61  1,233,002.78   iFT  1.00006614   -2 16 50.4
 TG1966;UTM  13      - 5,429,357.147   604,950.506   MT  0.99973531   +1 05 00.0
 TG1966
 TG1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1966!SPC ND N     -   0.99990451  x   1.00006614  =   0.99997064
 TG1966!UTM  13      -   0.99990451  x   0.99973531  =   0.99963984
 TG1966
 TG1966:                Primary Azimuth Mark                     Grid Az
 TG1966:SPC ND N     -  CUSTOM                                   094 53 51.9
 TG1966:UTM  13      -  CUSTOM                                   091 32 01.5
 TG1966
 TG1966|---------------------------------------------------------------------|
 TG1966| PID    Reference Object                     Distance      Geod. Az  |
 TG1966|                                                           dddmmss.s |
 TG1966| TG1952 CUSTOM                              APPROX. 4.0 KM 0923701.5 |
 TG1966|---------------------------------------------------------------------|
 TG1966
 TG1966                          SUPERSEDED SURVEY CONTROL
 TG1966
 TG1966  NAD 83(1986)-  49 00 29.44529(N)    103 33 53.51323(W) AD(       ) 3
 TG1966
 TG1966.Superseded values are not recommended for survey control.
 TG1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1966.See file dsdata.txt to determine how the superseded data were derived.
 TG1966
 TG1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0495129357(NAD 83)
 TG1966_MARKER: DD = SURVEY DISK
 TG1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1966_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1966+STABILITY: SURFACE MOTION
 TG1966
 TG1966  HISTORY     - Date     Condition        Report By
 TG1966  HISTORY     - 1911     MONUMENTED       IBC
 TG1966
 TG1966                          STATION DESCRIPTION
 TG1966
 TG1966'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1966'ABOUT TWO - THIRDS MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT
 TG1966'598, IN NE 1/4 SECTION 5, TOWNSHIP 1, RANGE 12 W, SECOND MERIDIAN,
 TG1966'NEAR THE ROAD ON THE EAST BOUNDARY OF THE SECTION AND ABOUT 200
 TG1966'METERS NORTH OF THE EAST - AND - WEST MIDSECTION LINE.
 TG1966'
 TG1966'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1966'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1984 ***********************************************************************
 TE1984  DESIGNATION -  HAGEN RM A
 TE1984  PID         -  TE1984
 TE1984  STATE/COUNTY-  ND/RAMSEY
 TE1984  USGS QUAD   -  GRAHAMS ISLAND (1975)
 TE1984
 TE1984                         *CURRENT SURVEY CONTROL
 TE1984  ___________________________________________________________________
 TE1984* NAD 83(1996)-  48 04 29.17809(N)    099 04 12.14098(W)     ADJUSTED  
 TE1984* NAVD 88     -       439.2    (meters)    1441.     (feet)  VERTCON   
 TE1984  ___________________________________________________________________
 TE1984  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 TE1984  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 TE1984
 TE1984  HORZ ORDER  -  FIRST
 TE1984
 TE1984.The horizontal coordinates were established by classical geodetic methods
 TE1984.and adjusted by the National Geodetic Survey in January 1998..
 TE1984
 TE1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1984
 TE1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1984
 TE1984.The geoid height was determined by GEOID03.
 TE1984
 TE1984;                    North         East     Units Scale Factor Converg.
 TE1984;SPC ND N     -   120,483.390   706,544.084   MT  0.99993586   +1 03 50.7
 TE1984;SPC ND N     -   395,286.71  2,318,058.02   iFT  0.99993586   +1 03 50.7
 TE1984;UTM  14      - 5,324,613.214   494,782.948   MT  0.99960033   -0 03 07.6
 TE1984
 TE1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1984!SPC ND N     -   0.99993487  x   0.99993586  =   0.99987073
 TE1984!UTM  14      -   0.99993487  x   0.99960033  =   0.99953523
 TE1984
 TE1984:                Primary Azimuth Mark                     Grid Az
 TE1984:SPC ND N     -  DEVILS LAKE N DAK ST PAT MAST            124 02 52.7
 TE1984:UTM  14      -  DEVILS LAKE N DAK ST PAT MAST            125 09 51.0
 TE1984
 TE1984|---------------------------------------------------------------------|
 TE1984| PID    Reference Object                     Distance      Geod. Az  |
 TE1984|                                                           dddmmss.s |
 TE1984| SM1173 DEVILS LAKE N DAK ST PAT MAST       APPROX.16.9 KM 1250643.4 |
 TE1984| SM1171 MISSION                             APPROX.16.5 KM 1331859.0 |
 TE1984| TE1985 HAGEN                                26.798 METERS 22851     |
 TE1984|---------------------------------------------------------------------|
 TE1984
 TE1984                          SUPERSEDED SURVEY CONTROL
 TE1984
 TE1984  NAD 83(1986)-  48 04 29.17742(N)    099 04 12.14020(W) AD(       ) 1
 TE1984  NAD 27      -  48 04 29.18283(N)    099 04 10.67466(W) AD(       ) 1
 TE1984  NGVD 29 (07/19/86)  438.8    (m)         1440.     (f) VERT ANG       
 TE1984
 TE1984.Superseded values are not recommended for survey control.
 TE1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1984.See file dsdata.txt to determine how the superseded data were derived.
 TE1984
 TE1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9478324613(NAD 83)
 TE1984_MARKER: DS = TRIANGULATION STATION DISK
 TE1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1984+STABILITY: SURFACE MOTION
 TE1984
 TE1984  HISTORY     - Date     Condition        Report By
 TE1984  HISTORY     - 1967     MONUMENTED       CGS
 TE1984
 TE1984                          STATION DESCRIPTION
 TE1984
 TE1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1984'STATION IS LOCATED AT THE SAME LOCATION AND ON THE SAME PROPERTY
 TE1984'AS TRIANGULATION STATION HAGEN.
 TE1984'
 TE1984'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED HAGEN RM
 TE1984'A 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 TE1984'ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  A SUB-SURFACE
 TE1984'STATION MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME
 TE1984'AS THE SURFACE DISK.  MARK IS 125 FEET EAST OF THE
 TE1984'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 108 FEET NORTHEAST OF
 TE1984'THE CENTER OF A WIRE GATE AND 72.0 FEET EAST OF A NORTH-SOUTH
 TE1984'FENCELINE.
 TE1984'
 TE1984'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HAGEN,
 TE1984'DISTANCE BEING 26.800 METERS OR 87.92 FEET WEST-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0752 ***********************************************************************
 RQ0752  DESIGNATION -  HAGUE ST MARYS CATHEDRAL CROSS
 RQ0752  PID         -  RQ0752
 RQ0752  STATE/COUNTY-  ND/EMMONS
 RQ0752  USGS QUAD   -  HAGUE (1980)
 RQ0752
 RQ0752                         *CURRENT SURVEY CONTROL
 RQ0752  ___________________________________________________________________
 RQ0752* NAD 83(1996)-  46 01 37.41039(N)    099 59 58.42456(W)     ADJUSTED  
 RQ0752* NAVD 88     -                                                        
 RQ0752  ___________________________________________________________________
 RQ0752  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 RQ0752  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 RQ0752
 RQ0752  HORZ ORDER  -  THIRD
 RQ0752
 RQ0752.The horizontal coordinates were established by classical geodetic methods
 RQ0752.and adjusted by the National Geodetic Survey in January 1998..
 RQ0752
 RQ0752
 RQ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0752
 RQ0752.The geoid height was determined by GEOID03.
 RQ0752
 RQ0752;                    North         East     Units Scale Factor Converg.
 RQ0752;SPC ND S     -    40,183.760   638,747.719   MT  1.00003438   +0 21 54.0
 RQ0752;SPC ND S     -   131,836.48  2,095,629.00   iFT  1.00003438   +0 21 54.0
 RQ0752;SPC SD N     -   243,790.089   600,033.886   MT  1.00008453   +0 00 01.1
 RQ0752;SPC SD N     -   799,834.65  1,968,611.17   sFT  1.00008453   +0 00 01.1
 RQ0752;UTM  14      - 5,097,539.536   422,639.444   MT  0.99967357   -0 43 09.8
 RQ0752
 RQ0752                          SUPERSEDED SURVEY CONTROL
 RQ0752
 RQ0752  NAD 83(1986)-  46 01 37.40135(N)    099 59 58.41669(W) AD(       ) 4
 RQ0752  NAD 27      -  46 01 37.45000(N)    099 59 56.98200(W) AD(       ) 3
 RQ0752
 RQ0752.Superseded values are not recommended for survey control.
 RQ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0752.See file dsdata.txt to determine how the superseded data were derived.
 RQ0752
 RQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR2263997540(NAD 83)
 RQ0752_MARKER: 91 = CHURCH CROSS
 RQ0752
 RQ0752  HISTORY     - Date     Condition        Report By
 RQ0752  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0752
 RQ0752                          STATION DESCRIPTION
 RQ0752
 RQ0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0752'POINT OBSERVED UPON IS THE TIP OF CROSS ATOP THE SE BELFRY
 RQ0752'TOWER OF THE YELLOW BRICK ST. MARYS CATHEDRAL LOCATED IN THE SW
 RQ0752'PORTION OF HAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1162 ***********************************************************************
 TF1162  DESIGNATION -  HALDEN
 TF1162  PID         -  TF1162
 TF1162  STATE/COUNTY-  ND/WARD
 TF1162  USGS QUAD   -  TAGUS (1980)
 TF1162
 TF1162                         *CURRENT SURVEY CONTROL
 TF1162  ___________________________________________________________________
 TF1162* NAD 83(1996)-  48 21 22.00406(N)    101 52 56.14322(W)     ADJUSTED  
 TF1162* NAVD 88     -       696.721  (meters)    2285.83   (feet)  ADJUSTED  
 TF1162  ___________________________________________________________________
 TF1162  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 TF1162  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TF1162  DYNAMIC HT  -         696.831 (meters)    2286.19  (feet)  COMP
 TF1162  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 TF1162
 TF1162  HORZ ORDER  -  SECOND
 TF1162  VERT ORDER  -  FIRST     CLASS II
 TF1162
 TF1162.The horizontal coordinates were established by classical geodetic methods
 TF1162.and adjusted by the National Geodetic Survey in January 1998..
 TF1162
 TF1162.The orthometric height was determined by differential leveling
 TF1162.and adjusted by the National Geodetic Survey in June 1991..
 TF1162
 TF1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1162
 TF1162.The geoid height was determined by GEOID03.
 TF1162
 TF1162.The dynamic height is computed by dividing the NAVD 88
 TF1162.geopotential number by the normal gravity value computed on the
 TF1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1162.degrees latitude (g = 980.6199 gals.).
 TF1162
 TF1162.The modeled gravity was interpolated from observed gravity values.
 TF1162
 TF1162;                    North         East     Units Scale Factor Converg.
 TF1162;SPC ND N     -   151,695.077   497,571.036   MT  0.99994705   -1 01 42.9
 TF1162;SPC ND N     -   497,687.26  1,632,450.91   iFT  0.99994705   -1 01 42.9
 TF1162;UTM  14      - 5,359,896.618   286,490.504   MT  1.00016013   -2 09 16.9
 TF1162
 TF1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1162!SPC ND N     -   0.99989382  x   0.99994705  =   0.99984088
 TF1162!UTM  14      -   0.99989382  x   1.00016013  =   1.00005393
 TF1162
 TF1162|---------------------------------------------------------------------|
 TF1162| PID    Reference Object                     Distance      Geod. Az  |
 TF1162|                                                           dddmmss.s |
 TF1162| TF1161 HALDEN RM 1                          19.753 METERS 08524     |
 TF1162| CQ7749 HALDEN AZ MK                                       0895528.8 |
 TF1162| TF1163 HALDEN RM 2                          23.165 METERS 27252     |
 TF1162| TG1768 BLAISDELL STATE HWY RADIO MAST      APPROX.11.7 KM 3024337.1 |
 TF1162| TF2232 TAGUS BELL TEL MICROWAVE MST        APPROX. 4.8 KM 3135355.2 |
 TF1162| TF2231 SOURIS R TEL MST NNE OF TAGUS       APPROX. 6.2 KM 3543745.2 |
 TF1162|---------------------------------------------------------------------|
 TF1162
 TF1162                          SUPERSEDED SURVEY CONTROL
 TF1162
 TF1162  NAD 83(1986)-  48 21 22.00351(N)    101 52 56.13899(W) AD(       ) 2
 TF1162  NAD 27      -  48 21 21.95090(N)    101 52 54.56150(W) AD(       ) 2
 TF1162  NGVD 29 (??/??/92)  696.282  (m)         2284.39   (f) ADJ UNCH    1 2
 TF1162
 TF1162.Superseded values are not recommended for survey control.
 TF1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1162.See file dsdata.txt to determine how the superseded data were derived.
 TF1162
 TF1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU8649159897(NAD 83)
 TF1162_MARKER: DS = TRIANGULATION STATION DISK
 TF1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1162_STAMPING: HALDEN 1963
 TF1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1162+STABILITY: SURFACE MOTION
 TF1162
 TF1162  HISTORY     - Date     Condition        Report By
 TF1162  HISTORY     - 1963     MONUMENTED       CGS
 TF1162  HISTORY     - 1963     GOOD             CGS
 TF1162  HISTORY     - 1981     GOOD             NGS
 TF1162
 TF1162                          STATION DESCRIPTION
 TF1162
 TF1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF1162'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF BERTHOLD,
 TF1162'3 MILES NORTHEAST OF TAGUS AND NEAR THE NORTH RIGHT-OF-WAY LINE
 TF1162'ALONG A GRAVELED EAST-WEST ROAD.
 TF1162'
 TF1162'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BERTHOLD,
 TF1162'DRIVE NORTH ON THE MAIN PAVED STREET FOR 0.7 MILE TO ITS
 TF1162'JUNCTION WITH U.S. HIGHWAY 2.  TURN LEFT AND DRIVE NORTHWEST
 TF1162'AND WEST ON U.S. HIGHWAY 2 FOR 6.9 MILES TO A SIDE ROAD ON
 TF1162'THE RIGHT.  TURN RIGHT AND DRIVE NORTHERLY ON A GRAVELED
 TF1162'ROAD FOR 0.8 MILE TO A CROSSROAD*.  TURN LEFT AND DRIVE
 TF1162'WEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON
 TF1162'THE NORTH SIDE OF THE ROAD.
 TF1162'
 TF1162'*TO REACH THE AZIMUTH MARK FROM CROSSROAD, DRIVE EAST ON
 TF1162'GRAVELED ROAD FOR 0.6 MILE TO THE TOP OF A LOW RISE AND THE
 TF1162'AZIMUTH MARK ON THE NORTH SIDE OF THE ROAD.
 TF1162'
 TF1162'THE STATION IS A STANDARD DISK, STAMPED HALDEN 1963, SET IN
 TF1162'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10 INCHES
 TF1162'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 TF1162'41.5 FEET NORTH OF THE CENTER OF A EAST-WEST GRAVELED ROAD, 15
 TF1162'FEET WEST OF THE CENTER OF A DRIVE ENTRANCE TO A FIELD AND
 TF1162'4.6 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 TF1162'
 TF1162'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HALDEN NO 1 1963,
 TF1162'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 TF1162'10 INCHES IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE THE
 TF1162'GROUND SURFACE.  IT IS 47 FEET NORTH OF THE CENTER OF A EAST-WEST
 TF1162'GRAVELED ROAD, 50 FEET EAST OF A FIELD ENTRANCE ROAD AND 1.3
 TF1162'FEET SOUTH OF A TELEPHONE POLE.
 TF1162'
 TF1162'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HALDEN NO 2
 TF1162'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 TF1162'IS 10 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE
 TF1162'THE GROUND SURFACE.  IT IS 46 FEET NORTH OF THE CENTER OF
 TF1162'A EAST-WEST GRAVELED ROAD AND 71.5 FEET WEST OF A METAL
 TF1162'WITNESS POST WITH A SIGN ATTACHED.
 TF1162'
 TF1162'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HALDEN 1963,
 TF1162'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 TF1162'10 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 TF1162'IT IS 33 FEET NORTH OFTHE CENTER OF AN EAST-WEST GRAVELED
 TF1162'ROAD, 13 FEET WEST OF THE CENTER OF A FIELD ENTRANCE ROAD
 TF1162'AND 2.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH
 TF1162'A SIGN ATTACHED.
 TF1162
 TF1162                          STATION RECOVERY (1963)
 TF1162
 TF1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF1162'3.5 MI NE FROM TAGUS.
 TF1162'2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1162'TAGUS, THENCE 0.7 MILE NORTH ALONG A CROOKED GRAVELED ROAD, THENCE 0.1
 TF1162'MILE WEST ALONG A GRAVELED ROAD, IN S 5, R 87 W, T 156 N, ON THE TOP
 TF1162'OF THE HIGHEST HILL IN THE VICINITY, AT THE JUNCTION OF A DRIVEWAY
 TF1162'LEADING NORTH TO A CULTIVATED FIELD, 65 FEET WEST OF A TELEPHONE POLE,
 TF1162'41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET WEST OF THE
 TF1162'CENTERLINE OF THE DRIVEWAY, 4.7 FEET EAST OF A METAL WITNESS POST,
 TF1162'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF1162'CONCRETE POST PROJECTING 1 INCH.
 TF1162
 TF1162                          STATION RECOVERY (1981)
 TF1162
 TF1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1161 ***********************************************************************
 TF1161  DESIGNATION -  HALDEN RM 1
 TF1161  PID         -  TF1161
 TF1161  STATE/COUNTY-  ND/WARD
 TF1161  USGS QUAD   -  TAGUS (1980)
 TF1161
 TF1161                         *CURRENT SURVEY CONTROL
 TF1161  ___________________________________________________________________
 TF1161* NAD 83(1986)-  48 21 21.     (N)    101 52 56.     (W)     SCALED    
 TF1161* NAVD 88     -       696.663  (meters)    2285.64   (feet)  ADJUSTED  
 TF1161  ___________________________________________________________________
 TF1161  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TF1161  DYNAMIC HT  -         696.772 (meters)    2285.99  (feet)  COMP
 TF1161  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 TF1161
 TF1161  VERT ORDER  -  FIRST     CLASS II
 TF1161
 TF1161.The horizontal coordinates were scaled from a topographic map and have
 TF1161.an estimated accuracy of +/- 6 seconds.
 TF1161
 TF1161.The orthometric height was determined by differential leveling
 TF1161.and adjusted by the National Geodetic Survey in June 1991..
 TF1161
 TF1161.The geoid height was determined by GEOID03.
 TF1161
 TF1161.The dynamic height is computed by dividing the NAVD 88
 TF1161.geopotential number by the normal gravity value computed on the
 TF1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1161.degrees latitude (g = 980.6199 gals.).
 TF1161
 TF1161.The modeled gravity was interpolated from observed gravity values.
 TF1161
 TF1161;                    North         East    Units  Estimated Accuracy
 TF1161;SPC ND N     -   151,660.      497,570.      MT  (+/- 180 meters Scaled)
 TF1161
 TF1161                          SUPERSEDED SURVEY CONTROL
 TF1161
 TF1161  NGVD 29 (??/??/92)  696.224  (m)         2284.19   (f) ADJ UNCH    1 2
 TF1161
 TF1161.Superseded values are not recommended for survey control.
 TF1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1161.See file dsdata.txt to determine how the superseded data were derived.
 TF1161
 TF1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU864598(NAD 83)
 TF1161_MARKER: DR = REFERENCE MARK DISK
 TF1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1161_STAMPING: HALDEN NO 1 1963
 TF1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1161+STABILITY: SURFACE MOTION
 TF1161
 TF1161  HISTORY     - Date     Condition        Report By
 TF1161  HISTORY     - 1963     MONUMENTED       CGS
 TF1161  HISTORY     - 1981     GOOD             NGS
 TF1161
 TF1161                          STATION DESCRIPTION
 TF1161
 TF1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1161'3.5 MI NE FROM TAGUS.
 TF1161'2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1161'TAGUS, THENCE 0.7 MILE NORTH ALONG A CROOKED GRAVELED ROAD, THENCE 0.1
 TF1161'MILE WEST ALONG A GRAVELED ROAD, ON THE TOP OF THE HIGHEST POINT IN
 TF1161'THE VICINITY, IN S 5, R 87 W, T 156 N, 64.8 FEET EAST OF THE STATION
 TF1161'MARK, 46.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF
 TF1161'A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TF1161'CONCRETE POST PROJECTING 4 INCHES.
 TF1161
 TF1161                          STATION RECOVERY (1981)
 TF1161
 TF1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1163 ***********************************************************************
 TF1163  DESIGNATION -  HALDEN RM 2
 TF1163  PID         -  TF1163
 TF1163  STATE/COUNTY-  ND/WARD
 TF1163  USGS QUAD   -  TAGUS (1980)
 TF1163
 TF1163                         *CURRENT SURVEY CONTROL
 TF1163  ___________________________________________________________________
 TF1163* NAD 83(1986)-  48 21 21.     (N)    101 52 56.     (W)     SCALED    
 TF1163* NAVD 88     -       696.336  (meters)    2284.56   (feet)  ADJUSTED  
 TF1163  ___________________________________________________________________
 TF1163  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TF1163  DYNAMIC HT  -         696.445 (meters)    2284.92  (feet)  COMP
 TF1163  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 TF1163
 TF1163  VERT ORDER  -  FIRST     CLASS II
 TF1163
 TF1163.The horizontal coordinates were scaled from a topographic map and have
 TF1163.an estimated accuracy of +/- 6 seconds.
 TF1163
 TF1163.The orthometric height was determined by differential leveling
 TF1163.and adjusted by the National Geodetic Survey in June 1991..
 TF1163
 TF1163.The geoid height was determined by GEOID03.
 TF1163
 TF1163.The dynamic height is computed by dividing the NAVD 88
 TF1163.geopotential number by the normal gravity value computed on the
 TF1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1163.degrees latitude (g = 980.6199 gals.).
 TF1163
 TF1163.The modeled gravity was interpolated from observed gravity values.
 TF1163
 TF1163;                    North         East    Units  Estimated Accuracy
 TF1163;SPC ND N     -   151,660.      497,570.      MT  (+/- 180 meters Scaled)
 TF1163
 TF1163                          SUPERSEDED SURVEY CONTROL
 TF1163
 TF1163  NGVD 29 (??/??/92)  695.897  (m)         2283.12   (f) ADJ UNCH    1 2
 TF1163
 TF1163.Superseded values are not recommended for survey control.
 TF1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1163.See file dsdata.txt to determine how the superseded data were derived.
 TF1163
 TF1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU864598(NAD 83)
 TF1163_MARKER: DR = REFERENCE MARK DISK
 TF1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1163_STAMPING: HALDEN NO 2 1963
 TF1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1163+STABILITY: SURFACE MOTION
 TF1163
 TF1163  HISTORY     - Date     Condition        Report By
 TF1163  HISTORY     - 1963     MONUMENTED       CGS
 TF1163  HISTORY     - 1981     GOOD             NGS
 TF1163
 TF1163                          STATION DESCRIPTION
 TF1163
 TF1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1163'3.5 MI NE FROM TAGUS.
 TF1163'2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1163'TAGUS, THENCE 0.7 MILE NORTH ALONG A CROOKED GRAVELED ROAD, THENCE 0.1
 TF1163'MILE WEST ALONG A GRAVELED ROAD, IN S 5, R 87 W, T 156 N, ON THE TOP
 TF1163'OF THE HIGHEST HILL IN THE VICINITY, 76.2 FEET WEST OF THE STATION
 TF1163'MARK, 44.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 4 FEET
 TF1163'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1163'PROJECTING 3 INCHES.
 TF1163
 TF1163                          STATION RECOVERY (1981)
 TF1163
 TF1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1777 ***********************************************************************
 TE1777  DESIGNATION -  HALGREN
 TE1777  PID         -  TE1777
 TE1777  STATE/COUNTY-  ND/RAMSEY
 TE1777  USGS QUAD   -  SWEETWATER (1994)
 TE1777
 TE1777                         *CURRENT SURVEY CONTROL
 TE1777  ___________________________________________________________________
 TE1777* NAD 83(1996)-  48 11 11.51869(N)    098 46 30.06761(W)     ADJUSTED  
 TE1777* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TE1777  ___________________________________________________________________
 TE1777  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 TE1777  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 TE1777
 TE1777  HORZ ORDER  -  FIRST
 TE1777
 TE1777.The horizontal coordinates were established by classical geodetic methods
 TE1777.and adjusted by the National Geodetic Survey in January 1998..
 TE1777
 TE1777.The orthometric height was scaled from a topographic map.
 TE1777
 TE1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1777
 TE1777.The geoid height was determined by GEOID03.
 TE1777
 TE1777;                    North         East     Units Scale Factor Converg.
 TE1777;SPC ND N     -   133,356.877   728,243.848   MT  0.99993742   +1 17 01.0
 TE1777;SPC ND N     -   437,522.56  2,389,251.47   iFT  0.99993742   +1 17 01.0
 TE1777;UTM  14      - 5,337,057.397   516,721.994   MT  0.99960344   +0 10 03.7
 TE1777
 TE1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1777!SPC ND N     -   0.99993114  x   0.99993742  =   0.99986856
 TE1777!UTM  14      -   0.99993114  x   0.99960344  =   0.99953460
 TE1777
 TE1777|---------------------------------------------------------------------|
 TE1777| PID    Reference Object                     Distance      Geod. Az  |
 TE1777|                                                           dddmmss.s |
 TE1777| CO6931 HALGREN RM 1                         55.765 METERS 03426     |
 TE1777| CO6930 HALGREN AZ MK                                      0781338.2 |
 TE1777| TE1783 DEVILS LAKE ST MARYS ACAD DOME      APPROX. 9.6 KM 2142430.7 |
 TE1777| TE1781 DEVILS LAKE ST JOSEPH CATH CH       APPROX.10.3 KM 2163127.0 |
 TE1777| TE1779 DEVILS LAKE POST OFFICE FLAG        APPROX.10.4 KM 2164344.7 |
 TE1777| TE1782 DEVILS LAKE ST OLAF LUTH CH         APPROX.10.1 KM 2170551.9 |
 TE1777| CO6932 HALGREN RM 2                         74.544 METERS 32553     |
 TE1777|---------------------------------------------------------------------|
 TE1777
 TE1777                          SUPERSEDED SURVEY CONTROL
 TE1777
 TE1777  NAD 83(1986)-  48 11 11.51774(N)    098 46 30.06559(W) AD(       ) 1
 TE1777  NAD 27      -  48 11 11.50600(N)    098 46 28.64000(W) AD(       ) 1
 TE1777
 TE1777.Superseded values are not recommended for survey control.
 TE1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1777.See file dsdata.txt to determine how the superseded data were derived.
 TE1777
 TE1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1672237057(NAD 83)
 TE1777_MARKER: DS = TRIANGULATION STATION DISK
 TE1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1777_STAMPING: HALGREN 1934
 TE1777_MARK LOGO: CGS   
 TE1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1777+STABILITY: SURFACE MOTION
 TE1777
 TE1777  HISTORY     - Date     Condition        Report By
 TE1777  HISTORY     - 1934     MONUMENTED       CGS
 TE1777  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TE1777  HISTORY     - 19970813 GOOD             NDHD
 TE1777
 TE1777                          STATION DESCRIPTION
 TE1777
 TE1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1777'STATION IS LOCATED ABOUT 8 MILES SSE OF WEBSTER AND 6-1/2
 TE1777'MILES NE OF DEVILS LAKE, NEAR THE CENTER OF SEC. 5, T 154
 TE1777'N, R 63 W, ON LAND OWNED BY NILS HALGREN.  STATION IS IN THE
 TE1777'FARMYARD OF MR. HALGREN, 14 FEET N OF A CHICKEN HOUSE, 32
 TE1777'FEET NE OF A WINDMILL, AND 50 FEET E OF CENTER OF BARN.
 TE1777'
 TE1777'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1777'BRONZE DISKS SET IN CONCRETE.
 TE1777'
 TE1777'REFERENCE MARK NO. 1 IS NE OF THE STATION ALONG THE E-W
 TE1777'FENCE LINE, AND ON THE S EDGE OF THE CULTIVATED FIELD ABOUT
 TE1777'200 FEET N OF E END OF CHICKEN HOUSE.
 TE1777'
 TE1777'REFERENCE MARK NO. 2 IS NW OF THE STATION ALONG THE E-W
 TE1777'FENCE LINE ON S EDGE OF CULTIVATED FIELD, AND 100 FEET NNW
 TE1777'OF NW CORNER OF BARN.
 TE1777'
 TE1777'AZIMUTH MARK IS ENE OF STATION IN NE FENCE CORNER, 18 FEET
 TE1777'S OF E-W ROAD AND 22 FEET W OF N-S ROAD.
 TE1777'
 TE1777'TO REACH STATION FROM DEVILS LAKE FROM CORNER OF SECOND AVENUE
 TE1777'AND FOURTH STREET, GO N ON STATE HIGHWAY 20 FOR 3.75 MILES,
 TE1777'THEN E FOR 3.5 MILES, THEN N 1.0 MILE, THEN E 0.65 MILE TO
 TE1777'LANE LEADING N.  HERE GO N ON LANE 0.3 MILE TO MR. HALGRENS
 TE1777'FARMYARD AND STATION.
 TE1777
 TE1777                          STATION RECOVERY (1967)
 TE1777
 TE1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1777'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH WERE
 TE1777'RECOVERED IN GOOD CONDITION.  THE STATION MARK IS IN A GRAVEL PIT
 TE1777'AND WILL BE ERODED.  HALGREN 2 WAS ESTABLISHED.  REFERENCE
 TE1777'MARK 1 AND THE AZIMUTH MARK FOR HALGREN 1934 WERE USED TO
 TE1777'REFERENCE HALGREN 2.  A TRAVERSE CONNECTION WAS MADE TO
 TE1777'TRIANGULATION STATION HALGREN 2, THE DISTANCE BEING 26.471
 TE1777'METERS OR (86.85) FEET EAST.
 TE1777
 TE1777                          STATION RECOVERY (1997)
 TE1777
 TE1777'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 TE1777'RECOVERED IN GOOD CONDITION.  NOTE--THE EROSION EXPECTED DOES NOT SEEM
 TE1777'TO HAVE MATERIALIZED.  HALGREN STILL LOOKS SOLID AND IN GOOD SHAPE.
 TE1777'EROSION WILL EFFECT STATION AT SOME LATER DATE.  CANNOT DETERMINE ANY
 TE1777'TIME FRAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1774 ***********************************************************************
 TE1774  DESIGNATION -  HALGREN 2
 TE1774  PID         -  TE1774
 TE1774  STATE/COUNTY-  ND/RAMSEY
 TE1774  USGS QUAD   -  SWEETWATER (1994)
 TE1774
 TE1774                         *CURRENT SURVEY CONTROL
 TE1774  ___________________________________________________________________
 TE1774* NAD 83(1996)-  48 11 11.57297(N)    098 46 28.78857(W)     ADJUSTED  
 TE1774* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TE1774  ___________________________________________________________________
 TE1774  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 TE1774  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 TE1774
 TE1774  HORZ ORDER  -  FIRST
 TE1774
 TE1774.The horizontal coordinates were established by classical geodetic methods
 TE1774.and adjusted by the National Geodetic Survey in January 1998..
 TE1774
 TE1774.The orthometric height was scaled from a topographic map.
 TE1774
 TE1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1774
 TE1774.The geoid height was determined by GEOID03.
 TE1774
 TE1774;                    North         East     Units Scale Factor Converg.
 TE1774;SPC ND N     -   133,359.145   728,270.220   MT  0.99993742   +1 17 02.0
 TE1774;SPC ND N     -   437,530.00  2,389,337.99   iFT  0.99993742   +1 17 02.0
 TE1774;UTM  14      - 5,337,059.150   516,748.397   MT  0.99960345   +0 10 04.6
 TE1774
 TE1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1774!SPC ND N     -   0.99993114  x   0.99993742  =   0.99986856
 TE1774!UTM  14      -   0.99993114  x   0.99960345  =   0.99953461
 TE1774
 TE1774|---------------------------------------------------------------------|
 TE1774| PID    Reference Object                     Distance      Geod. Az  |
 TE1774|                                                           dddmmss.s |
 TE1774| CO6934 HALGREN 2 RM 1                       43.855 METERS 00601     |
 TE1774| CO6933 HALGREN 2 AZ MK                                    0774824.2 |
 TE1774| TE1786 DEVILS LAKE READY MIX RAD MAST      APPROX.10.8 KM 2234254.5 |
 TE1774| TE1787 DEVILS LAKE ST DEAF SCH STACK       APPROX. 9.8 KM 2243155.5 |
 TE1774| TE1777 HALGREN                              26.471 METERS 26622     |
 TE1774| CO6935 HALGREN 2 RM 3                       41.273 METERS 28046     |
 TE1774|---------------------------------------------------------------------|
 TE1774
 TE1774                          SUPERSEDED SURVEY CONTROL
 TE1774
 TE1774  NAD 83(1986)-  48 11 11.57200(N)    098 46 28.78690(W) AD(       ) 1
 TE1774  NAD 27      -  48 11 11.56027(N)    098 46 27.36100(W) AD(       ) 1
 TE1774
 TE1774.Superseded values are not recommended for survey control.
 TE1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1774.See file dsdata.txt to determine how the superseded data were derived.
 TE1774
 TE1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1674837059(NAD 83)
 TE1774_MARKER: DS = TRIANGULATION STATION DISK
 TE1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1774
 TE1774  HISTORY     - Date     Condition        Report By
 TE1774  HISTORY     - 1967     MONUMENTED       CGS
 TE1774
 TE1774                          STATION DESCRIPTION
 TE1774
 TE1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1774'THE STATION IS ABOUT 10 MILES WEST-NORTHWEST OF SOUTHAM,
 TE1774'6 MILES NORTHWEST OF ROHRVILLE AND 6 MILES NORTHEAST OF DEVILS
 TE1774'LAKE, NEAR THE NORTHEAST CORNER OF A FARM YARD.
 TE1774'
 TE1774'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 TE1774'20 AND 19 IN THE WEST EDGE OF DEVILS LAKE, GO NORTH ON STATE
 TE1774'HIGHWAY 20 FOR 3.75 MILES TO A CROSSROAD.  TURN RIGHT AND
 TE1774'GO EAST ON GRAVELED ROAD FOR 3.5 MILES TO A CROSSROAD.  TURN
 TE1774'LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 TE1774'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.65 MILE TO A SIDE
 TE1774'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.35 MILE TO A FARM
 TE1774'HOUSE.  CONTINUE NORTH FOR 0.1 MILE TO THE NORTH END OF A
 TE1774'BARN.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, GO
 TE1774'NORTHEAST AND EAST ON TRACK ROAD FOR 0.35 MILE TO A SIDE ROAD
 TE1774'AND THE MARK ON THE RIGHT.) TURN RIGHT AND GO EAST FOR
 TE1774'0.05 MILE TO THE NORTHEAST CORNER OF A FENCE AND THE
 TE1774'STATION.
 TE1774'
 TE1774'STATION MARK IS A STANDARD DISK, STAMPED HALGREN 2 1967,
 TE1774'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1774'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 134.0 FEET
 TE1774'EAST OF THE NORTHEAST CORNER OF A BARN, 16.1 FEET NORTH OF A
 TE1774'FENCE AND 5.5 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 TE1774'MARK IS 50 INCHES BELOW THE GROUND SURFACE.
 TE1774'
 TE1774'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HALGREN NO 1 1934,
 TE1774'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1774'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 143.0 FEET
 TE1774'NORTH OF THE WITNESS POST, 11.0 FEET SOUTH OF A FENCE AND
 TE1774'ABOUT 2 FEET LOWER THAN THE STATION.
 TE1774'
 TE1774'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HALGREN 2
 TE1774'NO 3 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TE1774'IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 TE1774'140.9 FEET WEST OF THE WITNESS POST, 1.6 FEET NORTHWEST OF THE
 TE1774'NORTHEAST CORNER OF A BARN AND ABOUT THE SAME ELEVATION AS
 TE1774'THE STATION.
 TE1774'
 TE1774'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED HALGREN
 TE1774'AZI 1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 TE1774'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 37.0 FEET
 TE1774'SOUTH OF THE CENTERLINE OF AN EAST-WEST TRACK ROAD, 29.0
 TE1774'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH TRACK ROAD AND
 TE1774'1.6 FEET NORTH OF A WITNESS POST.
 TE1774'
 TE1774'HALGREN 1934 IS A STANDARD DISK, STAMPED HALGREN 1934, SET
 TE1774'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 TE1774'3 INCHES ABOVE THE GROUND.  IT IS 70.0 FEET SOUTHEAST OF THE
 TE1774'NORTHEAST CORNER OF THE BARN.
 TE1774'
 TE1774'HALGREN 2 WAS ESTABLISHED BECAUSE HALGREN 1934 WILL BE DESTROYED
 TE1774'BY EROSION IN THE VERY NEAR FUTURE.
 TE1774'
 TE1774'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0288 ***********************************************************************
 SO0288  DESIGNATION -  HALL
 SO0288  PID         -  SO0288
 SO0288  STATE/COUNTY-  ND/MOUNTRAIL
 SO0288  USGS QUAD   -  PARSHALL (1981)
 SO0288
 SO0288                         *CURRENT SURVEY CONTROL
 SO0288  ___________________________________________________________________
 SO0288* NAD 83(1996)-  47 58 41.34140(N)    102 07 58.73342(W)     ADJUSTED  
 SO0288* NAVD 88     -       646.680  (meters)    2121.65   (feet)  ADJUSTED  
 SO0288  ___________________________________________________________________
 SO0288  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 SO0288  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 SO0288  DYNAMIC HT  -         646.779 (meters)    2121.97  (feet)  COMP
 SO0288  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 SO0288
 SO0288  HORZ ORDER  -  SECOND
 SO0288  VERT ORDER  -  SECOND    CLASS 0
 SO0288
 SO0288.The horizontal coordinates were established by classical geodetic methods
 SO0288.and adjusted by the National Geodetic Survey in January 1998..
 SO0288
 SO0288.The orthometric height was determined by differential leveling
 SO0288.and adjusted by the National Geodetic Survey in June 1991..
 SO0288
 SO0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0288
 SO0288.The geoid height was determined by GEOID03.
 SO0288
 SO0288.The dynamic height is computed by dividing the NAVD 88
 SO0288.geopotential number by the normal gravity value computed on the
 SO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0288.degrees latitude (g = 980.6199 gals.).
 SO0288
 SO0288.The modeled gravity was interpolated from observed gravity values.
 SO0288
 SO0288;                    North         East     Units Scale Factor Converg.
 SO0288;SPC ND N     -   110,043.955   478,103.480   MT  0.99993757   -1 12 54.6
 SO0288;SPC ND N     -   361,036.60  1,568,580.97   iFT  0.99993757   -1 12 54.6
 SO0288;UTM  13      - 5,317,849.900   713,947.799   MT  1.00016249   +2 07 50.5
 SO0288
 SO0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0288!SPC ND N     -   0.99990152  x   0.99993757  =   0.99983910
 SO0288!UTM  13      -   0.99990152  x   1.00016249  =   1.00006399
 SO0288
 SO0288:                Primary Azimuth Mark                     Grid Az
 SO0288:SPC ND N     -  PLAZA MUNICIPAL TANK                     068 36 54.6
 SO0288:UTM  13      -  PLAZA MUNICIPAL TANK                     065 16 09.5
 SO0288
 SO0288|---------------------------------------------------------------------|
 SO0288| PID    Reference Object                     Distance      Geod. Az  |
 SO0288|                                                           dddmmss.s |
 SO0288| TF2222 PLAZA MUNICIPAL TANK                APPROX.14.1 KM 0672400.0 |
 SO0288| SO0287 HALL RM 1                            18.007 METERS 08004     |
 SO0288| CQ7750 HALL AZ MK                                         0961642.2 |
 SO0288| SO0718 PARSHALL RESERV TEL COOP MAST       APPROX. 0.6 KM 1674921.7 |
 SO0288| SO0717 PARSHALL MUNICIPAL TANK             APPROX. 2.6 KM 1800128.7 |
 SO0288| SO0719 HANKINS FIELD AIRPORT BEACON        APPROX. 4.4 KM 1871854.7 |
 SO0288| SO0289 HALL RM 2                            17.276 METERS 27753     |
 SO0288|---------------------------------------------------------------------|
 SO0288
 SO0288                          SUPERSEDED SURVEY CONTROL
 SO0288
 SO0288  NAD 83(1986)-  47 58 41.34085(N)    102 07 58.73033(W) AD(       ) 2
 SO0288  NAD 27      -  47 58 41.29370(N)    102 07 57.12310(W) AD(       ) 2
 SO0288  NGVD 29 (??/??/92)  646.255  (m)         2120.25   (f) ADJ UNCH    2 0
 SO0288
 SO0288.Superseded values are not recommended for survey control.
 SO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0288.See file dsdata.txt to determine how the superseded data were derived.
 SO0288
 SO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP1394817850(NAD 83)
 SO0288_MARKER: DS = TRIANGULATION STATION DISK
 SO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0288_STAMPING: HALL 1962
 SO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0288+STABILITY: SURFACE MOTION
 SO0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0288+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 SO0288
 SO0288  HISTORY     - Date     Condition        Report By
 SO0288  HISTORY     - 1962     MONUMENTED       CGS
 SO0288  HISTORY     - 1963     GOOD             NGS
 SO0288  HISTORY     - 20000714 GOOD             DUCKS
 SO0288
 SO0288                          STATION DESCRIPTION
 SO0288
 SO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0288'THE STATION IS LOCATED 2 MILES NORTH OF THE TOWN OF PARSHALL,
 SO0288'IN THE SW 1/4 OF SEC. 13,T153N,R89W, 0.2 MILE WEST OF THE
 SO0288'INTERSECTION OF STATE HIGHWAYS 23 AND 37 AND ON THE NORTH
 SO0288'RIGHT-OF-WAY OF STATE HIGHWAY 23.
 SO0288'
 SO0288'TO REACH FROM THE CROSS STREET JUST NORTH OF THE POST OFFICE
 SO0288'IN PARSHALL, GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO
 SO0288'STATE HIGHWAY 37.  TURN LEFT AND GO NORTH ON STATE HIGHWAY
 SO0288'37 FOR 1.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 23.  TURN
 SO0288'LEFT AND GO WEST ON STATE HIGHWAY 23 FOR 0.2 MILE TO THE STATION
 SO0288'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION
 SO0288'GO EAST ON STATE HIGHWAY 23 FOR 0.35 MILE TO THE AZIMUTH MARK
 SO0288'ON THE RIGHT.
 SO0288'
 SO0288'THE STATION MARK IS A STANDARD DISK STAMPED HALL 1962 AND SET
 SO0288'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 SO0288'FLUSH WITH THE GROUND.  IT IS 92 FEET NORTH OF THE CENTER OF
 SO0288'STATE HIGHWAY 23, 41 FEET SOUTHWEST OF A TELEPHONE POLE AND
 SO0288'4.8 FEET NORTHEAST OF THE WITNESS POST.
 SO0288'
 SO0288'REFERENCE MARK NO. 1, STAMPED HALL NO 1 1962, IS A STANDARD
 SO0288'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0288'WHICH IS FLUSH WITH THE GROUND.  IT IS 102 FEET NORTH OF THE
 SO0288'CENTER OF STATE HIGHWAY 23, 62.5 FEET NORTHEAST OF THE WITNESS
 SO0288'POST AND 18 FEET EAST OF THE TELEPHONE POLE.
 SO0288'
 SO0288'REFERENCE MARK NO. 2, STAMPED HALL NO 2 1962, IS A STANDARD
 SO0288'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0288'WHICH IS FLUSH WITH THE GROUND.  IT IS 102 FEET NORTH OF THE
 SO0288'CENTER OF STATE HIGHWAY 23 AND 55 FEET NORTHWEST OF A WITNESS
 SO0288'POST.
 SO0288'
 SO0288'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HALL 1962 AND SET
 SO0288'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SO0288'3 INCHES.  IT IS 102 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 SO0288'23, 100 FEET EAST OF A FIELD DRIVEWAY, 2 FEET WEST OF A HIGH
 SO0288'LINE POLE AND 1.6 FEET SOUTH WEST OF THE WITNESS POST.
 SO0288
 SO0288                          STATION RECOVERY (1963)
 SO0288
 SO0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SO0288'2.3 MI N FROM PARSHALL.
 SO0288'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0288'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, 0.2 MILE WEST
 SO0288'ALONG STATE HIGHWAY 23, AT THE CREST OF A SMALL HILL, 93.0 FEET NORTH
 SO0288'OF THE CENTERLINE OF THE HIGHWAY, 59.1 FEET SOUTHWEST OF R.M. 1, 57.4
 SO0288'FEET SOUTHEAST OF R.M. 2, 41.0 FEET SOUTHWEST OF A TELEPHONE POLE, 6.3
 SO0288'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SO0288'CONCRETE POST LEVEL WITH THE GROUND, S 13, R 90 W, T 152 N.
 SO0288
 SO0288                          STATION RECOVERY (2000)
 SO0288
 SO0288'RECOVERY NOTE BY DUCKS UNLIMITED 2000 (GLJ)
 SO0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0812 ***********************************************************************
 RP0812  DESIGNATION -  HALL
 RP0812  PID         -  RP0812
 RP0812  STATE/COUNTY-  ND/RICHLAND
 RP0812  USGS QUAD   -  DE LAMERE (1960)
 RP0812
 RP0812                         *CURRENT SURVEY CONTROL
 RP0812  ___________________________________________________________________
 RP0812* NAD 83(1996)-  46 15 13.14373(N)    097 15 21.11264(W)     ADJUSTED  
 RP0812* NAVD 88     -       324.32   (+/-2cm)    1064.0    (feet)  VERTCON   
 RP0812  ___________________________________________________________________
 RP0812  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 RP0812  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 RP0812
 RP0812  HORZ ORDER  -  THIRD
 RP0812  VERT ORDER  -  THIRD ? (See Below)
 RP0812
 RP0812.The horizontal coordinates were established by classical geodetic methods
 RP0812.and adjusted by the National Geodetic Survey in January 1998..
 RP0812
 RP0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0812.The vertical order pertains to the NGVD 29 superseded value.
 RP0812
 RP0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0812
 RP0812.The geoid height was determined by GEOID03.
 RP0812
 RP0812;                    North         East     Units Scale Factor Converg.
 RP0812;SPC ND S     -    70,411.850   850,076.263   MT  0.99998692   +2 21 58.4
 RP0812;SPC ND S     -   231,010.01  2,788,964.12   iFT  0.99998692   +2 21 58.4
 RP0812;UTM  14      - 5,123,708.857   634,433.108   MT  0.99982216   +1 15 36.6
 RP0812
 RP0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0812!SPC ND S     -   0.99995325  x   0.99998692  =   0.99994017
 RP0812!UTM  14      -   0.99995325  x   0.99982216  =   0.99977542
 RP0812
 RP0812:                Primary Azimuth Mark                     Grid Az
 RP0812:SPC ND S     -  WYNDMERE MUNICIPAL TANK                  080 04 13.7
 RP0812:UTM  14      -  WYNDMERE MUNICIPAL TANK                  081 10 35.5
 RP0812
 RP0812|---------------------------------------------------------------------|
 RP0812| PID    Reference Object                     Distance      Geod. Az  |
 RP0812|                                                           dddmmss.s |
 RP0812| RP0791 WYNDMERE MUNICIPAL TANK             APPROX. 9.8 KM 0822612.1 |
 RP0812| CO5133 HALL AZ MK                                         0894727.7 |
 RP0812| CO5134 HALL RM 1                            11.927 METERS 09243     |
 RP0812| CO5135 HALL RM 2                            11.058 METERS 27215     |
 RP0812| CO5136 HALL RM 3                            10.662 METERS 27240     |
 RP0812|---------------------------------------------------------------------|
 RP0812
 RP0812                          SUPERSEDED SURVEY CONTROL
 RP0812
 RP0812  NAD 83(1986)-  46 15 13.14328(N)    097 15 21.10503(W) AD(       ) 3
 RP0812  NAD 27      -  46 15 13.27800(N)    097 15 19.79300(W) AD(       ) 3
 RP0812  NGVD 29 (07/19/86)  324.05   (m)         1063.2    (f) LEVELING    3  
 RP0812
 RP0812.Superseded values are not recommended for survey control.
 RP0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0812.See file dsdata.txt to determine how the superseded data were derived.
 RP0812
 RP0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3443323709(NAD 83)
 RP0812_MARKER: DS = TRIANGULATION STATION DISK
 RP0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0812
 RP0812  HISTORY     - Date     Condition        Report By
 RP0812  HISTORY     - 1954     MONUMENTED       CGS
 RP0812  HISTORY     - 1958     GOOD             USGS
 RP0812  HISTORY     - 1977     GOOD             NGS
 RP0812
 RP0812                          STATION DESCRIPTION
 RP0812
 RP0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0812'THE STATION IS ABOUT 3.5 MILES EAST AND 1 MILE SOUTH OF
 RP0812'DE LAMERE, 6.5 MILES WEST AND 1 MILE SOUTH OF WYNDMERE, IN
 RP0812'THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 12,
 RP0812'T.132 N., R.53 W., ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 13.
 RP0812'
 RP0812'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 18 JUST
 RP0812'SOUTH OF WYNDMERE, GO WEST ON HIGHWAY 13 FOR 5.75 MILES.
 RP0812'
 RP0812'THE STATION MARK, 120 FEET NORTH OF THE CENTER LINE OF STATE
 RP0812'HIGHWAY 13, 35 FEET EAST OF A TELEPHONE POLE, 3 FEET NORTH
 RP0812'OF A WITNESS POST, ON THE RIGHT-OF-WAY LINE UNDER A SIX-WIRE
 RP0812'TELEPHONE LINE AND 0.15 MILE EAST OF A CROSSROADS, IS LEVEL
 RP0812'WITH THE GROUND SURFACE AND THE DISK IS STAMPED HALL 1954.
 RP0812'
 RP0812'REFERENCE MARK NO. 1, EAST OF AND APPROXIMATELY LEVEL WITH
 RP0812'THE STATION, IS 118 FEET NORTH OF THE CENTER LINE OF STATE
 RP0812'HIGHWAY 13, AND IS LEVEL WITH THE GROUND SURFACE.  THE
 RP0812'DISK IS STAMPED HALL NO 1 1954.
 RP0812'
 RP0812'REFERENCE MARK NO. 2, WEST OF AND APPROXIMATELY LEVEL WITH
 RP0812'THE STATION, IS 122 FEET NORTH OF THE CENTER LINE OF STATE
 RP0812'HIGHWAY 13 AND 2 FEET EAST OF A TELEPHONE POLE, AND PROJECTS
 RP0812'6 INCHES.  THE DISK IS STAMPED HALL NO 2 1954.
 RP0812'
 RP0812'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST, IS 2 FEET
 RP0812'WEST OF A WITNESS POST AND 1.5 FEET EAST OF A T-JUNCTION OF
 RP0812'A SIX-WIRE, EAST-AND-WEST TELEPHONE LINE AND A TWO-WIRE,
 RP0812'NORTH-AND-SOUTH TELEPHONE LINE AND PROJECTS 4 INCHES.  THE
 RP0812'DISK IS STAMPED HALL 1954.
 RP0812'
 RP0812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RP0812
 RP0812                          STATION RECOVERY (1958)
 RP0812
 RP0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RP0812'THE STATION IS ABOUT 3.5 MILES E AND 1 MILE S OF DE LAMERE,
 RP0812'6.0 MILES W AND 1 MILE S OF WYNDMERE, ABOUT 0.15 MILE E OF
 RP0812'CORNER SECTIONS 7, 12, 13 AND 18.  NEAR SW CORNER OF SECTION
 RP0812'7.  T 132 N, R 52 W ON THE N RIGHT-OF-WAY OF STATE HIGHWAY 13.
 RP0812
 RP0812                          STATION RECOVERY (1977)
 RP0812
 RP0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RP0812'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 RP0812'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND
 RP0812'DESTROYED, APPARENTLY PUSHED OVER BY HIGHWAY EQUIPMENT.  REFERENCE
 RP0812'MARK NO. 3 WAS SET, AND THE DISK WAS REMOVED FROM REFERENCE MARK
 RP0812'NO. 2 AT THIS TIME.
 RP0812'
 RP0812'A NEW DESCRIPTION FOLLOWS--
 RP0812'
 RP0812'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF WYNDMERE,
 RP0812'3 MILES EAST-SOUTHEAST OF DEL AMERE, 0.15 MILE EAST OF THE
 RP0812'RICHLAND-SARGENT COUNTY LINE, ON THE NORTH RIGHT-OF-WAY OF
 RP0812'STATE HIGHWAY 13, AND IN THE SE-1/4 OF SEC 12, T 132 N, R 53 W.
 RP0812'
 RP0812'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 RP0812'18 ABOUT 0.5 MILE SOUTH OF WYNDMERE, GO WEST ON HIGHWAY 13 FOR
 RP0812'5.45 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 RP0812'WEST ON THE HIGHWAY 0.35 MILE TO THE STATION ON THE RIGHT AS
 RP0812'DESCRIBED
 RP0812'
 RP0812'THE STATION MARK IS A STANDARD DISK STAMPED HALL 1954, SET IN
 RP0812'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 4-INCHES BELOW
 RP0812'GROUND SURFACE.  IT IS 578 FEET EAST OF THE CENTER OF A FARMSTEAD
 RP0812'DRIVEWAY, 120 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 2 FEET
 RP0812'WEST OF A METAL WITNESS POST.
 RP0812'
 RP0812'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HALL NO 1 1954,
 RP0812'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 1-INCH BELOW GROUND
 RP0812'SURFACE.  IT IS 118 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND
 RP0812'37 FEET EAST OF THE METAL WITNESS POST.
 RP0812'
 RP0812'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HALL 1954 NO 3
 RP0812'1977, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 RP0812'GROUND.  IT IS 120 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND
 RP0812'37 FEET WEST OF THE METAL WITNESS POST.
 RP0812'
 RP0812'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HALL 1954, SET IN
 RP0812'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 RP0812'IS 120 FEET NORTH OF THE CENTER OF THE HIGHWAY, 30 FEET EAST OF
 RP0812'THE CENTER OF THE FIELD ROAD, AND 1.3 FEET WEST OF A METAL
 RP0812'WITNESS POST.
 RP0812'
 RP0812'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP0812'ABOUT 3 MILES ESE OF DEL AMERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0287 ***********************************************************************
 SO0287  DESIGNATION -  HALL RM 1
 SO0287  PID         -  SO0287
 SO0287  STATE/COUNTY-  ND/MOUNTRAIL
 SO0287  USGS QUAD   -  PARSHALL (1981)
 SO0287
 SO0287                         *CURRENT SURVEY CONTROL
 SO0287  ___________________________________________________________________
 SO0287* NAD 83(1986)-  47 58 41.     (N)    102 07 59.     (W)     SCALED    
 SO0287* NAVD 88     -       646.570  (meters)    2121.29   (feet)  ADJUSTED  
 SO0287  ___________________________________________________________________
 SO0287  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 SO0287  DYNAMIC HT  -         646.669 (meters)    2121.61  (feet)  COMP
 SO0287  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 SO0287
 SO0287  VERT ORDER  -  SECOND    CLASS 0
 SO0287
 SO0287.The horizontal coordinates were scaled from a topographic map and have
 SO0287.an estimated accuracy of +/- 6 seconds.
 SO0287
 SO0287.The orthometric height was determined by differential leveling
 SO0287.and adjusted by the National Geodetic Survey in June 1991..
 SO0287
 SO0287.The geoid height was determined by GEOID03.
 SO0287
 SO0287.The dynamic height is computed by dividing the NAVD 88
 SO0287.geopotential number by the normal gravity value computed on the
 SO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0287.degrees latitude (g = 980.6199 gals.).
 SO0287
 SO0287.The modeled gravity was interpolated from observed gravity values.
 SO0287
 SO0287;                    North         East    Units  Estimated Accuracy
 SO0287;SPC ND N     -   110,030.      478,100.      MT  (+/- 180 meters Scaled)
 SO0287
 SO0287                          SUPERSEDED SURVEY CONTROL
 SO0287
 SO0287  NGVD 29 (??/??/92)  646.145  (m)         2119.89   (f) ADJ UNCH    2 0
 SO0287
 SO0287.Superseded values are not recommended for survey control.
 SO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0287.See file dsdata.txt to determine how the superseded data were derived.
 SO0287
 SO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP139178(NAD 83)
 SO0287_MARKER: DR = REFERENCE MARK DISK
 SO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0287_STAMPING: HALL NO 1 1962
 SO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0287+STABILITY: SURFACE MOTION
 SO0287
 SO0287  HISTORY     - Date     Condition        Report By
 SO0287  HISTORY     - 1962     MONUMENTED       CGS
 SO0287  HISTORY     - 1963     GOOD             NGS
 SO0287
 SO0287                          STATION DESCRIPTION
 SO0287
 SO0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0287'2.3 MI N FROM PARSHALL.
 SO0287'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0287'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, 0.2 MILE WEST
 SO0287'ALONG STATE HIGHWAY 23, 100 FEET NORTH OF THE CENTERLINE OF THE
 SO0287'HIGHWAY, 111.6 FEET EAST OF R.M. 2, 59.1 FEET NORTHEAST OF THE STATION
 SO0287'MARK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0287'POST LEVEL WITH THE GROUND, S 18, R 89 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0289 ***********************************************************************
 SO0289  DESIGNATION -  HALL RM 2
 SO0289  PID         -  SO0289
 SO0289  STATE/COUNTY-  ND/MOUNTRAIL
 SO0289  USGS QUAD   -  PARSHALL (1981)
 SO0289
 SO0289                         *CURRENT SURVEY CONTROL
 SO0289  ___________________________________________________________________
 SO0289* NAD 83(1986)-  47 58 41.     (N)    102 07 59.     (W)     SCALED    
 SO0289* NAVD 88     -       646.525  (meters)    2121.14   (feet)  ADJUSTED  
 SO0289  ___________________________________________________________________
 SO0289  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 SO0289  DYNAMIC HT  -         646.623 (meters)    2121.46  (feet)  COMP
 SO0289  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 SO0289
 SO0289  VERT ORDER  -  SECOND    CLASS 0
 SO0289
 SO0289.The horizontal coordinates were scaled from a topographic map and have
 SO0289.an estimated accuracy of +/- 6 seconds.
 SO0289
 SO0289.The orthometric height was determined by differential leveling
 SO0289.and adjusted by the National Geodetic Survey in June 1991..
 SO0289
 SO0289.The geoid height was determined by GEOID03.
 SO0289
 SO0289.The dynamic height is computed by dividing the NAVD 88
 SO0289.geopotential number by the normal gravity value computed on the
 SO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0289.degrees latitude (g = 980.6199 gals.).
 SO0289
 SO0289.The modeled gravity was interpolated from observed gravity values.
 SO0289
 SO0289;                    North         East    Units  Estimated Accuracy
 SO0289;SPC ND N     -   110,030.      478,100.      MT  (+/- 180 meters Scaled)
 SO0289
 SO0289                          SUPERSEDED SURVEY CONTROL
 SO0289
 SO0289  NGVD 29 (??/??/92)  646.099  (m)         2119.74   (f) ADJ UNCH    2 0
 SO0289
 SO0289.Superseded values are not recommended for survey control.
 SO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0289.See file dsdata.txt to determine how the superseded data were derived.
 SO0289
 SO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP139178(NAD 83)
 SO0289_MARKER: DR = REFERENCE MARK DISK
 SO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0289_STAMPING: HALL NO 2 1962
 SO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0289+STABILITY: SURFACE MOTION
 SO0289
 SO0289  HISTORY     - Date     Condition        Report By
 SO0289  HISTORY     - 1962     MONUMENTED       CGS
 SO0289  HISTORY     - 1963     GOOD             NGS
 SO0289
 SO0289                          STATION DESCRIPTION
 SO0289
 SO0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0289'2.3 MI N FROM PARSHALL.
 SO0289'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0289'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, 0.2 MILE WEST
 SO0289'ALONG STATE HIGHWAY 23, 100 FEET NORTH OF THE CENTERLINE OF THE
 SO0289'HIGHWAY, 111.6 FEET WEST OF R.M. 1, 57.4 FEET NORTHWEST OF THE STATION
 SO0289'MARK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0289'POST LEVEL WITH THE GROUND, S 18, R 89 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0752 ***********************************************************************
 SO0752  DESIGNATION -  HALLIDAY
 SO0752  PID         -  SO0752
 SO0752  STATE/COUNTY-  ND/DUNN
 SO0752  USGS QUAD   -  HALLIDAY (1973)
 SO0752
 SO0752                         *CURRENT SURVEY CONTROL
 SO0752  ___________________________________________________________________
 SO0752* NAD 83(1996)-  47 18 50.17028(N)    102 18 50.47098(W)     ADJUSTED  
 SO0752* NAVD 88     -       676.3    (meters)    2219.     (feet)  VERTCON   
 SO0752  ___________________________________________________________________
 SO0752  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 SO0752  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SO0752
 SO0752  HORZ ORDER  -  SECOND
 SO0752
 SO0752.The horizontal coordinates were established by classical geodetic methods
 SO0752.and adjusted by the National Geodetic Survey in January 1998..
 SO0752
 SO0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0752
 SO0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0752
 SO0752.The geoid height was determined by GEOID03.
 SO0752
 SO0752;                    North         East     Units Scale Factor Converg.
 SO0752;SPC ND S     -   184,693.282   462,859.319   MT  0.99997083   -1 19 23.2
 SO0752;SPC ND S     -   605,949.09  1,518,567.32   iFT  0.99997083   -1 19 23.2
 SO0752;UTM  13      - 5,243,550.548   702,998.100   MT  1.00010646   +1 58 30.3
 SO0752
 SO0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0752!SPC ND S     -   0.99989683  x   0.99997083  =   0.99986767
 SO0752!UTM  13      -   0.99989683  x   1.00010646  =   1.00000328
 SO0752
 SO0752|---------------------------------------------------------------------|
 SO0752| PID    Reference Object                     Distance      Geod. Az  |
 SO0752|                                                           dddmmss.s |
 SO0752| CQ7752 HALLIDAY RM 1                        15.018 METERS 09026     |
 SO0752| CQ7754 HALLIDAY 2 AZ MK                                   2664546.1 |
 SO0752| CQ7751 HALLIDAY AZ MK                                     2680351.7 |
 SO0752| CQ7753 HALLIDAY RM 2                        14.036 METERS 27028     |
 SO0752| SO0751 HALLIDAY 2                           15.384 METERS 34638     |
 SO0752|---------------------------------------------------------------------|
 SO0752
 SO0752                          SUPERSEDED SURVEY CONTROL
 SO0752
 SO0752  NAD 83(1986)-  47 18 50.16649(N)    102 18 50.46428(W) AD(       ) 2
 SO0752  NAD 27      -  47 18 50.12500(N)    102 18 48.82100(W) AD(       ) 2
 SO0752  NGVD 29 (07/19/86)  675.9    (m)         2218.     (f) VERT ANG       
 SO0752
 SO0752.Superseded values are not recommended for survey control.
 SO0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0752.See file dsdata.txt to determine how the superseded data were derived.
 SO0752
 SO0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0299843551(NAD 83)
 SO0752_MARKER: DS = TRIANGULATION STATION DISK
 SO0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0752
 SO0752  HISTORY     - Date     Condition        Report By
 SO0752  HISTORY     - 1951     MONUMENTED       CGS
 SO0752  HISTORY     - 1957     GOOD             CGS
 SO0752
 SO0752                          STATION DESCRIPTION
 SO0752
 SO0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0752'THE STATION IS LOCATED ON RIGHT-OF-WAY OF STATE HIGHWAY 25,
 SO0752'ABOUT 5 MILES WEST OF DODGE, ABOUT 3 MILES SOUTHEAST OF HALLIDAY,
 SO0752'54 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET SOUTH OF A
 SO0752'WIRE FENCE, AND 4 FEET SOUTH OF A WITNESS POST.
 SO0752'
 SO0752'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 SO0752'8 AND THE MAIN STREET IN HALLIDAY, GO SOUTH ON HIGHWAY 8 FOR 2.9
 SO0752'MILES TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND GO
 SO0752'EAST ON HIGHWAY 25 FOR 0.5 MILE TO THE AZIMUTH MARK ON RIGHT.
 SO0752'CONTINUE EAST FOR 0.5 MILE TO THE STATION ON LEFT.
 SO0752'
 SO0752'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HALLIDAY
 SO0752'1951.
 SO0752'
 SO0752'REFERENCE MARK NO. 1 IS 5 FEET SOUTH OF A WIRE FENCE.  IT
 SO0752'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HALLIDAY NO 1 1951.
 SO0752'
 SO0752'REFERENCE MARK NO. 2 IS 5 FEET SOUTH OF A WIRE FENCE.  IT
 SO0752'PROJECTS 8 INCHES, AND THE DISK IS STAMPED HALLIDAY NO 2 1951.
 SO0752'
 SO0752'THE AZIMUTH MARK IS 45 FEET SOUTH OF CENTER OF STATE HIGHWAY
 SO0752'25, 6 FEET NORTH OF A WIRE FENCE, AND 1 FOOT EAST OF A TELEPHONE
 SO0752'POLE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HALLIDAY
 SO0752'1951.
 SO0752'
 SO0752'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 SO0752'CYLINDERS.
 SO0752
 SO0752                          STATION RECOVERY (1957)
 SO0752
 SO0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SO0752'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0752'CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE ON THE TOP OF
 SO0752'A 4-FOOT MOUND BUT IT APPARENTLY HAD NOT BEEN DISTURBED.  DUE
 SO0752'TO WIDENING OF THE HIGHWAY ALL OF THE MARKS AT THIS STATION
 SO0752'HAD TO BE MOVED.  A COMPLETE NEW STATION WAS ESTABLISHED IN
 SO0752'THE IMMEDIATE VICINITY.  FOR DETAILS SEE DESCRIPTION FOR
 SO0752'HALLIDAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0751 ***********************************************************************
 SO0751  DESIGNATION -  HALLIDAY 2
 SO0751  PID         -  SO0751
 SO0751  STATE/COUNTY-  ND/DUNN
 SO0751  USGS QUAD   -  HALLIDAY (1973)
 SO0751
 SO0751                         *CURRENT SURVEY CONTROL
 SO0751  ___________________________________________________________________
 SO0751* NAD 83(1996)-  47 18 50.65495(N)    102 18 50.64024(W)     ADJUSTED  
 SO0751* NAVD 88     -       676.     (meters)    2218.     (feet)  SCALED    
 SO0751  ___________________________________________________________________
 SO0751  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 SO0751  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 SO0751
 SO0751  HORZ ORDER  -  THIRD
 SO0751
 SO0751.The horizontal coordinates were established by classical geodetic methods
 SO0751.and adjusted by the National Geodetic Survey in January 1998..
 SO0751.No horizontal observational check was made to the station.
 SO0751
 SO0751.The orthometric height was scaled from a topographic map.
 SO0751
 SO0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0751
 SO0751.The geoid height was determined by GEOID03.
 SO0751
 SO0751;                    North         East     Units Scale Factor Converg.
 SO0751;SPC ND S     -   184,708.328   462,856.110   MT  0.99997085   -1 19 23.3
 SO0751;SPC ND S     -   605,998.45  1,518,556.79   iFT  0.99997085   -1 19 23.3
 SO0751;UTM  13      - 5,243,565.386   702,994.030   MT  1.00010644   +1 58 30.2
 SO0751
 SO0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0751!SPC ND S     -   0.99989682  x   0.99997085  =   0.99986767
 SO0751!UTM  13      -   0.99989682  x   1.00010644  =   1.00000325
 SO0751
 SO0751|---------------------------------------------------------------------|
 SO0751| PID    Reference Object                     Distance      Geod. Az  |
 SO0751|                                                           dddmmss.s |
 SO0751| CQ7755 HALLIDAY 2 RM 3                      18.550 METERS 09116     |
 SO0751| SO0752 HALLIDAY                             15.384 METERS 16638     |
 SO0751| CQ7754 HALLIDAY 2 AZ MK                                   2653827.6 |
 SO0751| CQ7751 HALLIDAY AZ MK                                     2665644.6 |
 SO0751|---------------------------------------------------------------------|
 SO0751
 SO0751                          SUPERSEDED SURVEY CONTROL
 SO0751
 SO0751  NAD 83(1986)-  47 18 50.65115(N)    102 18 50.63354(W) AD(       ) 3
 SO0751  NAD 27      -  47 18 50.61000(N)    102 18 48.99000(W) AD(       ) 3
 SO0751
 SO0751.Superseded values are not recommended for survey control.
 SO0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0751.See file dsdata.txt to determine how the superseded data were derived.
 SO0751
 SO0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0299443565(NAD 83)
 SO0751_MARKER: DS = TRIANGULATION STATION DISK
 SO0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0751
 SO0751  HISTORY     - Date     Condition        Report By
 SO0751  HISTORY     - 1957     MONUMENTED       CGS
 SO0751
 SO0751                          STATION DESCRIPTION
 SO0751
 SO0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SO0751'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY 25,
 SO0751'ABOUT 5 MILES WEST OF DODGE AND ABOUT 3 MILES SOUTH AND 1 MILE
 SO0751'EAST OF HALLIDAY.  IT IS 101 FEET NORTH OF THE CENTER LINE
 SO0751'OF THE HIGHWAY AND 15-1/2 FEET EAST OF THE CENTER LINE EXTENDED
 SO0751'OF A ROAD LEADING SOUTH FROM THE HIGHWAY.  THE MARK PROJECTS
 SO0751'6 INCHES AND THE DISK IS STAMPED, HALLIDAY 2 1957.
 SO0751'
 SO0751'R.M. NO. 3 IS EAST OF THE STATION, 100 FEET NORTH OF THE CENTER
 SO0751'LINE OF THE HIGHWAY AND 76 FEET EAST OF THE CENTER LINE EXTENDED
 SO0751'OF ROAD LEADING SOUTH FROM THE HIGHWAY.  THE MARK PROJECTS 7
 SO0751'INCHES AND THE DISK IS STAMPED, HALLIDAY 2 NO 3 1957.
 SO0751'
 SO0751'R.M. NO. 4 IS WEST OF THE STATION, 111 FEET NORTH OF THE
 SO0751'CENTER LINE OF THE HIGHWAY AND 11 FEET NORTH OF A POWER LINE
 SO0751'POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED,
 SO0751'HALLIDAY 2 NO 4 1957.
 SO0751'
 SO0751'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 100
 SO0751'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET NORTH
 SO0751'OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 SO0751'IS STAMPED, HALLIDAY 2 1957.
 SO0751'
 SO0751'TO REACH THE STATION FROM HALLIDAY, FROM THE INTERSECTION
 SO0751'OF THE MAIN STREET AND STATE HIGHWAY 8, GO SOUTH ON STATE
 SO0751'HIGHWAY 8 FOR 2.9 MILES TO JUNCTION WITH STATE HIGHWAY 25,
 SO0751'TURN LEFT AND GO EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 SO0751'RIGHT, CONTINUE EAST FOR 0.5 MILE TO TOP OF GRADE AND STATION
 SO0751'ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0750 ***********************************************************************
 SO0750  DESIGNATION -  HALLIDAY SPRING CREEK LUTH CH
 SO0750  PID         -  SO0750
 SO0750  STATE/COUNTY-  ND/DUNN
 SO0750  USGS QUAD   -  HALLIDAY (1973)
 SO0750
 SO0750                         *CURRENT SURVEY CONTROL
 SO0750  ___________________________________________________________________
 SO0750* NAD 83(1996)-  47 21 04.19756(N)    102 20 14.36145(W)     ADJUSTED  
 SO0750* NAVD 88     -                                                        
 SO0750  ___________________________________________________________________
 SO0750  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 SO0750  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SO0750
 SO0750  HORZ ORDER  -  THIRD
 SO0750
 SO0750.The horizontal coordinates were established by classical geodetic methods
 SO0750.and adjusted by the National Geodetic Survey in January 1998..
 SO0750
 SO0750
 SO0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0750
 SO0750.The geoid height was determined by GEOID03.
 SO0750
 SO0750;                    North         East     Units Scale Factor Converg.
 SO0750;SPC ND S     -   188,872.094   461,194.728   MT  0.99997649   -1 20 24.4
 SO0750;SPC ND S     -   619,659.10  1,513,106.06   iFT  0.99997649   -1 20 24.4
 SO0750;UTM  13      - 5,247,627.176   701,095.568   MT  1.00009700   +1 57 32.8
 SO0750
 SO0750                          SUPERSEDED SURVEY CONTROL
 SO0750
 SO0750  NAD 83(1986)-  47 21 04.19376(N)    102 20 14.35414(W) AD(       ) 4
 SO0750  NAD 27      -  47 21 04.17000(N)    102 20 12.70000(W) AD(       ) 3
 SO0750
 SO0750.Superseded values are not recommended for survey control.
 SO0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0750.See file dsdata.txt to determine how the superseded data were derived.
 SO0750
 SO0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0109647627(NAD 83)
 SO0750_MARKER: 90 = CHURCH SPIRE
 SO0750
 SO0750  HISTORY     - Date     Condition        Report By
 SO0750  HISTORY     - 1951     FIRST OBSERVED   CGS
 SO0750
 SO0750                          STATION DESCRIPTION
 SO0750
 SO0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0750'THE CHURCH IS LOCATED IN THE SOUTHWEST EDGE OF HALLIDAY.  IT IS
 SO0750'A WOODEN BUILDING PAINTED WHITE WITH A CROSS AT THE TOP OF THE
 SO0750'SPIRE, AND IT IS 51.60 FEET (15.728 METERS) HIGH TO THE BASE
 SO0750'OF THE CROSS.
 SO0750'
 SO0750'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE AT THE BASE OF
 SO0750'THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1835 ***********************************************************************
 TE1835  DESIGNATION -  HAM
 TE1835  PID         -  TE1835
 TE1835  STATE/COUNTY-  ND/RAMSEY
 TE1835  USGS QUAD   -  ALSEN SE (1970)
 TE1835
 TE1835                         *CURRENT SURVEY CONTROL
 TE1835  ___________________________________________________________________
 TE1835* NAD 83(1996)-  48 30 02.59589(N)    098 37 11.74794(W)     ADJUSTED  
 TE1835* NAVD 88     -       474.0    (meters)    1555.     (feet)  VERTCON   
 TE1835  ___________________________________________________________________
 TE1835  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 TE1835  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 TE1835
 TE1835  HORZ ORDER  -  SECOND
 TE1835
 TE1835.The horizontal coordinates were established by classical geodetic methods
 TE1835.and adjusted by the National Geodetic Survey in January 1998..
 TE1835
 TE1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1835
 TE1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1835
 TE1835.The geoid height was determined by GEOID03.
 TE1835
 TE1835;                    North         East     Units Scale Factor Converg.
 TE1835;SPC ND N     -   168,551.321   738,918.798   MT  0.99996219   +1 23 56.5
 TE1835;SPC ND N     -   552,989.90  2,424,274.27   iFT  0.99996219   +1 23 56.5
 TE1835;UTM  14      - 5,372,025.473   528,076.052   MT  0.99960968   +0 17 04.8
 TE1835
 TE1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1835!SPC ND N     -   0.99992953  x   0.99996219  =   0.99989172
 TE1835!UTM  14      -   0.99992953  x   0.99960968  =   0.99953924
 TE1835
 TE1835|---------------------------------------------------------------------|
 TE1835| PID    Reference Object                     Distance      Geod. Az  |
 TE1835|                                                           dddmmss.s |
 TE1835| CO6941 HAM RM 2                             63.721 METERS 14439     |
 TE1835| TE1769 HARRISON                            APPROX.10.1 KM 1955920.3 |
 TE1835| CO6940 HAM RM 1                             63.460 METERS 21509     |
 TE1835|---------------------------------------------------------------------|
 TE1835
 TE1835                          SUPERSEDED SURVEY CONTROL
 TE1835
 TE1835  NAD 83(1986)-  48 30 02.59264(N)    098 37 11.74149(W) AD(       ) 2
 TE1835  NAD 27      -  48 30 02.56534(N)    098 37 10.30495(W) AD(       ) 2
 TE1835  NGVD 29 (07/19/86)  473.6    (m)         1554.     (f) VERT ANG       
 TE1835
 TE1835.Superseded values are not recommended for survey control.
 TE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1835.See file dsdata.txt to determine how the superseded data were derived.
 TE1835
 TE1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2807672025(NAD 83)
 TE1835_MARKER: DD = SURVEY DISK
 TE1835_SETTING: 0 = UNSPECIFIED SETTING
 TE1835
 TE1835  HISTORY     - Date     Condition        Report By
 TE1835  HISTORY     - 1968     MONUMENTED       USGS
 TE1835
 TE1835                          STATION DESCRIPTION
 TE1835
 TE1835'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JEK)
 TE1835'THE STATION IS ABOUT 3.1 MI SE. OF HAMPDEN, IN THE SW. QUARTER OF
 TE1835'SEC. 14, T. 158 N., R. 62 W., ABOUT 136 FT N. AND 695 FT E. OF COR.
 TE1835'OF SECS. 14, 15, 22 AND 23, ON TOP OF THE HIGHEST SMALL KNOLL IN A
 TE1835'CULTIVATED FIELD.
 TE1835'
 TE1835'TO REACH FROM THE CENTER OF HAMPDEN, GO E. ON PAVED RD. FOR ABOUT
 TE1835'0.45 MI TO WHERE RD. CURVES N., TURN RIGHT ON GRAVEL RD. AND GO S.
 TE1835'FOR ABOUT 2.75 MI TO A T-RD. E., TURN LEFT AND GO E. FOR 1.0 MI TO
 TE1835'A T-RD. N., CONTINUE E. FOR ABOUT 695 FT TO TOP OF A SMALL RISE
 TE1835'AND THE STATION ON THE LEFT ON TOP OF A SMALL RISE IN A CULTIVATED
 TE1835'FIELD.
 TE1835'
 TE1835'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1835'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1835'TO WITHIN 1 IN. OF CAP, STAMPED ET HAM 1968 IS 136 FT N. AND 695 FT
 TE1835'E. CENTER T-RD. N.  136 FT N. AND 276 FT E. CENTER RD. AT N.-S.
 TE1835'FIELD ENTRANCES, ABOUT 20 FT S. OF HIGHEST POINT OF A SMALL KNOLL.
 TE1835'THE MARK IS BURIED 20 IN. BELOW SURFACE.
 TE1835'
 TE1835'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1835'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1835'TO WITHIN 1 IN. OF CAP, STAMPED HAM NO 1 1968, IS SW. OF THE
 TE1835'STATION, 34 FT S. AND 576 FT E. OF CENTER T-RD. N.  34 FT S. AND
 TE1835'157 FT E. CENTER RD. AT N.-S. FIELD ENTRANCES, 2.0 FT N. OF THE S.
 TE1835'RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 TE1835'
 TE1835'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1835'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1835'TO WITHIN 1 IN. OF CAP, STAMPED HAM NO 2 1968 IS SE. OF THE
 TE1835'STATION, 34 FT S. AND 816 FT E. CENTER T-RD. N., 34 FT S. AND 396
 TE1835'FT E. CENTER RD. AT N.-S. FIELD ENTRANCES, 2 FT N. OF S.
 TE1835'RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE GROUND.
 TE1835'
 TE1835'NO AZIMUTH MARK SET.
 TE1835'
 TE1835'REFERENCE AZIMUTH USED - HAMPDEN METHODIST CHURCH SPIRE, CENTER
 TE1835'SPIRE ON WHITE WOODEN CHURCH LOCATED IN HAMPDEN, IT IS ABOUT 52 FT
 TE1835'S. AND 120 FT W. OF CENTER OF T-STREET W., ABOUT 350 FT W. AND 1
 TE1835'BLOCK S. OF CENTER MAIN STREET AND RR. TRACKS, T. 158 N., R. 62
 TE1835'W., NEAR THE CENTER OF THE N. HALF OF SEC. 4.
 TE1835'
 TE1835'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2237 ***********************************************************************
 TF2237  DESIGNATION -  HAMLET
 TF2237  PID         -  TF2237
 TF2237  STATE/COUNTY-  ND/RENVILLE
 TF2237  USGS QUAD   -  MOHALL SW (1971)
 TF2237
 TF2237                         *CURRENT SURVEY CONTROL
 TF2237  ___________________________________________________________________
 TF2237* NAD 83(1996)-  48 47 33.20131(N)    101 42 54.94612(W)     ADJUSTED  
 TF2237* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 TF2237  ___________________________________________________________________
 TF2237  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 TF2237  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TF2237
 TF2237  HORZ ORDER  -  SECOND
 TF2237
 TF2237.The horizontal coordinates were established by classical geodetic methods
 TF2237.and adjusted by the National Geodetic Survey in January 1998..
 TF2237
 TF2237.The orthometric height was scaled from a topographic map.
 TF2237
 TF2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2237
 TF2237.The geoid height was determined by GEOID03.
 TF2237
 TF2237;                    North         East     Units Scale Factor Converg.
 TF2237;SPC ND N     -   200,012.252   510,710.947   MT  1.00001228   -0 54 15.5
 TF2237;SPC ND N     -   656,208.18  1,675,560.85   iFT  1.00001228   -0 54 15.5
 TF2237;UTM  14      - 5,407,951.751   300,585.141   MT  1.00008857   -2 02 36.4
 TF2237
 TF2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2237!SPC ND N     -   0.99991914  x   1.00001228  =   0.99993142
 TF2237!UTM  14      -   0.99991914  x   1.00008857  =   1.00000771
 TF2237
 TF2237|---------------------------------------------------------------------|
 TF2237| PID    Reference Object                     Distance      Geod. Az  |
 TF2237|                                                           dddmmss.s |
 TF2237| CQ7761 HAMLET RM 1                          33.096 METERS 08544     |
 TF2237| CQ7760 HAMLET AZ MK                                       0923450.7 |
 TF2237| TF2235 MOHALL MUNICIPAL TANK               APPROX.15.4 KM 1014212.7 |
 TF2237| TF2238 SOURIS R TEL MST W OF MOHALL        APPROX. 3.5 KM 1541921.0 |
 TF2237| CQ7762 HAMLET RM 2                          86.526 METERS 35802     |
 TF2237|---------------------------------------------------------------------|
 TF2237
 TF2237                          SUPERSEDED SURVEY CONTROL
 TF2237
 TF2237  NAD 83(1986)-  48 47 33.19803(N)    101 42 54.93934(W) AD(       ) 2
 TF2237  NAD 27      -  48 47 33.11200(N)    101 42 53.34860(W) AD(       ) 2
 TF2237
 TF2237.Superseded values are not recommended for survey control.
 TF2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2237.See file dsdata.txt to determine how the superseded data were derived.
 TF2237
 TF2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV0058507952(NAD 83)
 TF2237_MARKER: DS = TRIANGULATION STATION DISK
 TF2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2237
 TF2237  HISTORY     - Date     Condition        Report By
 TF2237  HISTORY     - 1963     MONUMENTED       CGS
 TF2237
 TF2237                          STATION DESCRIPTION
 TF2237
 TF2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2237'THE STATION IS LOCATED ABOUT 9-1/2 MILES EAST AND 2.0 MILES
 TF2237'NORTH OF MOHALL ON THE ROAD RIGHT-OF-WAY IN A GRADER DITCH
 TF2237'AND IN THE SOUTHWEST 1/4 OF SECTION 4, R-85-W AND T-161-N.
 TF2237'
 TF2237'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST
 TF2237'ON STATE ROUTE 5 FOR 8.2 MILES TO A CROSSROADS, TURN RIGHT,
 TF2237'GO NORTH FOR 2.0 MILES TO A CROSSROADS, TURN LEFT, GO WEST
 TF2237'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 TF2237'WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 TF2237'
 TF2237'THE STATION MARK IS A STANDARD DISK, STAMPED HAMLET 1963,
 TF2237'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2237'IS FLUSH WITH THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER
 TF2237'OF ROAD, 46 FEET EAST OF THE CENTER OF ROAD, 14.5 FEET SOUTHEAST
 TF2237'OF A FENCE CORNER POST AND 13.5 FEET SOUTHWEST OF A WITNESS
 TF2237'POST.
 TF2237'
 TF2237'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HAMLET NO 1
 TF2237'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2237'WHICH IS FLUSH WITH THE GROUND.  IT IS 97.1 FEET EAST OF THE
 TF2237'WITNESS POST, 60 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT
 TF2237'SOUTH OF FENCE.
 TF2237'
 TF2237'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HAMLET NO 2
 TF2237'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2237'WHICH PROJECTS 3 INCHES.  IT IS 36 FEET EAST OF THE CENTER
 TF2237'OF ROAD, 1.8 FEET NORTHEAST OF A FENCE CORNER POST AND 1 FOOT
 TF2237'SOUTH OF A TELEPHONE POLE.
 TF2237'
 TF2237'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAMLET 1963,
 TF2237'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2237'IS FLUSH WITHE GROUND.  IT IS 68 FEET SOUTH OF THE CENTER
 TF2237'OF ROAD 5 FEET NORTH OF A GROVE OF SMALL TREES AND 2.3 FEET
 TF2237'NORTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1836 ***********************************************************************
 TE1836  DESIGNATION -  HAMPDEN LUTH CHURCH SPIRE
 TE1836  PID         -  TE1836
 TE1836  STATE/COUNTY-  ND/RAMSEY
 TE1836  USGS QUAD   -  HAMPDEN (1970)
 TE1836
 TE1836                         *CURRENT SURVEY CONTROL
 TE1836  ___________________________________________________________________
 TE1836* NAD 83(1996)-  48 32 30.36515(N)    098 39 25.35488(W)     ADJUSTED  
 TE1836* NAVD 88     -                                                        
 TE1836  ___________________________________________________________________
 TE1836  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 TE1836  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE1836
 TE1836  HORZ ORDER  -  THIRD
 TE1836
 TE1836.The horizontal coordinates were established by classical geodetic methods
 TE1836.and adjusted by the National Geodetic Survey in January 1998..
 TE1836
 TE1836
 TE1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1836
 TE1836.The geoid height was determined by GEOID03.
 TE1836
 TE1836;                    North         East     Units Scale Factor Converg.
 TE1836;SPC ND N     -   173,048.000   736,067.798   MT  0.99996766   +1 22 17.1
 TE1836;SPC ND N     -   567,742.78  2,414,920.60   iFT  0.99996766   +1 22 17.1
 TE1836;UTM  14      - 5,376,575.129   525,314.028   MT  0.99960787   +0 15 25.3
 TE1836
 TE1836                          SUPERSEDED SURVEY CONTROL
 TE1836
 TE1836  NAD 83(1986)-  48 32 30.36167(N)    098 39 25.34790(W) AD(       ) 4
 TE1836  NAD 27      -  48 32 30.33000(N)    098 39 23.90000(W) AD(       ) 3
 TE1836
 TE1836.Superseded values are not recommended for survey control.
 TE1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1836.See file dsdata.txt to determine how the superseded data were derived.
 TE1836
 TE1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2531476575(NAD 83)
 TE1836_MARKER: 90 = CHURCH SPIRE
 TE1836
 TE1836  HISTORY     - Date     Condition        Report By
 TE1836  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1836
 TE1836                          STATION DESCRIPTION
 TE1836
 TE1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1836'POINT OBSERVED UPON IS THE TIP OF THE 45-FOOT SPIRE ATOP THE
 TE1836'LUTHERAN CHURCH LOCATED IN THE NW PART OF THE TOWN.
 TE1836'
 TE1836'STATION OBSERVED UPON FROM STARK AND WEAVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1699 ***********************************************************************
 SN1699  DESIGNATION -  HANCOCK
 SN1699  PID         -  SN1699
 SN1699  STATE/COUNTY-  ND/MERCER
 SN1699  USGS QUAD   -  GARRISON DAM SOUTH (1977)
 SN1699
 SN1699                         *CURRENT SURVEY CONTROL
 SN1699  ___________________________________________________________________
 SN1699* NAD 83(1996)-  47 25 03.27688(N)    101 25 44.54477(W)     ADJUSTED  
 SN1699* NAVD 88     -       600.     (meters)    1968.     (feet)  SCALED    
 SN1699  ___________________________________________________________________
 SN1699  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 SN1699  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 SN1699
 SN1699  HORZ ORDER  -  SECOND
 SN1699
 SN1699.The horizontal coordinates were established by classical geodetic methods
 SN1699.and adjusted by the National Geodetic Survey in January 1998..
 SN1699
 SN1699.The orthometric height was scaled from a topographic map.
 SN1699
 SN1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1699
 SN1699.The geoid height was determined by GEOID03.
 SN1699
 SN1699;                    North         East     Units Scale Factor Converg.
 SN1699;SPC ND S     -   195,046.619   529,895.818   MT  0.99998763   -0 40 39.5
 SN1699;SPC ND S     -   639,916.73  1,738,503.34   iFT  0.99998763   -0 40 39.5
 SN1699;SPC ND N     -    46,849.526   529,894.798   MT  1.00000313   -0 41 28.8
 SN1699;SPC ND N     -   153,705.79  1,738,499.99   iFT  1.00000313   -0 41 28.8
 SN1699;UTM  14      - 5,254,430.104   316,779.088   MT  1.00001257   -1 47 20.4
 SN1699
 SN1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1699!SPC ND S     -   0.99990903  x   0.99998763  =   0.99989666
 SN1699!SPC ND N     -   0.99990903  x   1.00000313  =   0.99991216
 SN1699!UTM  14      -   0.99990903  x   1.00001257  =   0.99992160
 SN1699
 SN1699:                Primary Azimuth Mark                     Grid Az
 SN1699:SPC ND S     -  WINSLOW                                  333 26 00.1
 SN1699:SPC ND N     -  WINSLOW                                  333 26 49.4
 SN1699:UTM  14      -  WINSLOW                                  334 32 41.0
 SN1699
 SN1699|---------------------------------------------------------------------|
 SN1699| PID    Reference Object                     Distance      Geod. Az  |
 SN1699|                                                           dddmmss.s |
 SN1699| SN1701 WINSLOW                             APPROX. 8.4 KM 3324520.6 |
 SN1699|---------------------------------------------------------------------|
 SN1699
 SN1699                          SUPERSEDED SURVEY CONTROL
 SN1699
 SN1699  NAD 83(1986)-  47 25 03.27475(N)    101 25 44.53697(W) AD(       ) 2
 SN1699  NAD 27      -  47 25 03.29300(N)    101 25 42.95000(W) AD(       ) 2
 SN1699
 SN1699.Superseded values are not recommended for survey control.
 SN1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1699.See file dsdata.txt to determine how the superseded data were derived.
 SN1699
 SN1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1677954430(NAD 83)
 SN1699_MARKER: Z = SEE DESCRIPTION
 SN1699_SETTING: 0 = UNSPECIFIED SETTING
 SN1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1699
 SN1699  HISTORY     - Date     Condition        Report By
 SN1699  HISTORY     - 1889     MONUMENTED       MORC
 SN1699
 SN1699                          STATION DESCRIPTION
 SN1699
 SN1699'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1699'HANCOCK IS ON RIGHT BANK, ABOUT THREE-FOURTHS OF A MILE FROM THE
 SN1699'RIVER ON HIGHEST PART OF PLATEAU, AND ONE-HALF MILE NORTHEASTERLY
 SN1699'FROM MOUND WHICH MARKS THE CORNER OF TOWNSHIPS 146 AND 147 N.,
 SN1699'AND RANGES 84 AND 85 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0250 ***********************************************************************
 TF0250  DESIGNATION -  HANGAR
 TF0250  PID         -  TF0250
 TF0250  STATE/COUNTY-  ND/MCHENRY
 TF0250  USGS QUAD   -  TOWNER (1980)
 TF0250
 TF0250                         *CURRENT SURVEY CONTROL
 TF0250  ___________________________________________________________________
 TF0250* NAD 83(1996)-  48 21 19.31156(N)    100 23 55.68187(W)     ADJUSTED  
 TF0250* NAVD 88     -       449.976  (meters)    1476.30   (feet)  ADJUSTED  
 TF0250  ___________________________________________________________________
 TF0250  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 TF0250  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0250  DYNAMIC HT  -         450.069 (meters)    1476.60  (feet)  COMP
 TF0250  MODELED GRAV-     980,801.9   (mgal)                       NAVD 88
 TF0250
 TF0250  HORZ ORDER  -  SECOND
 TF0250  VERT ORDER  -  FIRST     CLASS II
 TF0250
 TF0250.The horizontal coordinates were established by classical geodetic methods
 TF0250.and adjusted by the National Geodetic Survey in January 1998..
 TF0250
 TF0250.The orthometric height was determined by differential leveling
 TF0250.and adjusted by the National Geodetic Survey in June 1991..
 TF0250
 TF0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0250
 TF0250.The geoid height was determined by GEOID03.
 TF0250
 TF0250.The dynamic height is computed by dividing the NAVD 88
 TF0250.geopotential number by the normal gravity value computed on the
 TF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0250.degrees latitude (g = 980.6199 gals.).
 TF0250
 TF0250.The modeled gravity was interpolated from observed gravity values.
 TF0250
 TF0250;                    North         East     Units Scale Factor Converg.
 TF0250;SPC ND N     -   150,697.404   607,499.637   MT  0.99994698   +0 04 31.1
 TF0250;SPC ND N     -   494,414.06  1,993,109.05   iFT  0.99994698   +0 04 31.1
 TF0250;UTM  14      - 5,356,744.064   396,375.575   MT  0.99973193   -1 02 43.4
 TF0250
 TF0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0250!SPC ND N     -   0.99993286  x   0.99994698  =   0.99987984
 TF0250!UTM  14      -   0.99993286  x   0.99973193  =   0.99966481
 TF0250
 TF0250|---------------------------------------------------------------------|
 TF0250| PID    Reference Object                     Distance      Geod. Az  |
 TF0250|                                                           dddmmss.s |
 TF0250| CO6946 HANGAR RM 1                          35.893 METERS 12911     |
 TF0250| TF2035 TOWNER MC HENRY CO CTHSE DOME       APPROX. 1.4 KM 1965847.8 |
 TF0250| TF2037 TOWNER ZION LUTH CH STEEPLE         APPROX. 1.4 KM 2031103.6 |
 TF0250| TF0251 HANGAR RM 2                          37.320 METERS 22037     |
 TF0250| TF2038 TOWNER MUNICIPAL TANK               APPROX. 0.7 KM 2282429.5 |
 TF0250| CO6945 HANGAR AZ MK                                       2384643.2 |
 TF0250|---------------------------------------------------------------------|
 TF0250
 TF0250                          SUPERSEDED SURVEY CONTROL
 TF0250
 TF0250  NAD 83(1986)-  48 21 19.31388(N)    100 23 55.68354(W) AD(       ) 2
 TF0250  NAD 27      -  48 21 19.32500(N)    100 23 54.20500(W) AD(       ) 2
 TF0250  NGVD 29 (??/??/92)  449.604  (m)         1475.08   (f) ADJ UNCH    1 2
 TF0250
 TF0250.Superseded values are not recommended for survey control.
 TF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0250.See file dsdata.txt to determine how the superseded data were derived.
 TF0250
 TF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9637656744(NAD 83)
 TF0250_MARKER: DS = TRIANGULATION STATION DISK
 TF0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0250_STAMPING: HANGAR 1946
 TF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0250+STABILITY: SURFACE MOTION
 TF0250
 TF0250  HISTORY     - Date     Condition        Report By
 TF0250  HISTORY     - 1946     MONUMENTED       CGS
 TF0250  HISTORY     - 1962     GOOD             CGS
 TF0250  HISTORY     - 1964     GOOD             CGS
 TF0250  HISTORY     - 1964     GOOD             NGS
 TF0250
 TF0250                          STATION DESCRIPTION
 TF0250
 TF0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF0250'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF TOWNER,
 TF0250'53 FEET NORTH OF THE CENTERLINE OF GRADED ROAD, 40 FEET NORTHWEST
 TF0250'OF THE SOUTHWEST CORNER OF TOWNER MUNICIPAL AIRFIELD, 40 FEET
 TF0250'SOUTH OF A GAS PUMP AT THE SOUTHEAST CORNER OF A RED HANGAR AND
 TF0250'15 FEET NORTHWEST OF WITNESS POST.  THE MARK IS FLUSH WITH THE
 TF0250'GROUND AND THE DISK IS STAMPED HANGAR 1946.
 TF0250'
 TF0250'REFERENCE MARK NO. 1 IS 117.76 FEET SOUTHEAST OF THE STATION, 21
 TF0250'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD AND 1 FOOT NORTH
 TF0250'OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF0250'HANGAR NO 1 1946.
 TF0250'
 TF0250'REFERENCE MARK NO. 2 IS 122.44 FEET SOUTHWEST OF THE STATION,
 TF0250'40 FEET SOUTH OF THE CENTERLINE OF GRADED ROAD AND 1 FOOT NORTH
 TF0250'OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF0250'HANGAR NO 2 1946.
 TF0250'
 TF0250'THE AZIMUTH MARK IS 0.35 MILE WEST-SOUTHWEST OF THE STATION, 150
 TF0250'YARDS NORTH-NORTHEAST OF THE TOWNER MUNICIPAL WATER TANK, 37
 TF0250'FEET EAST OF THE CENTERLINE OF GRADED ROAD, 3 FEET NORTH OF
 TF0250'WITNESS POST AND 1 FOOT WEST OF WITNESS POST.  THE MARK PROJECTS
 TF0250'2 INCHES AND THE DISK IS STAMPED HANGAR 1946.
 TF0250'
 TF0250'TO REACH THE STATION FROM THE POST OFFICE IN TOWNER, GO NORTH ON
 TF0250'MAIN STREET ACROSS RAILROAD TRACKS FOR 0.6 MILE TO A SIDE ROAD
 TF0250'RIGHT.  TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF GOLF
 TF0250'COURSE FOR 0.3 MILE TO THE SOUTHWEST CORNER OF THE AIRFIELD
 TF0250'AND THE STATION ON THE LEFT.
 TF0250'
 TF0250'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.3
 TF0250'MILE TO A NORTH-SOUTH ROAD.  TURN LEFT AND GO SOUTH 0.15 MILE
 TF0250'TO THE AZIMUTH MARK ON THE LEFT.
 TF0250'
 TF0250'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 TF0250
 TF0250                          STATION RECOVERY (1962)
 TF0250
 TF0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF0250'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 TF0250'GOOD CONDITION.  THE STATION MARK IS 27 PACES EAST OF THE
 TF0250'CENTER OF DRIVE WAY TO THE AIR-FIELD AND 18 PACES NORTH OF THE
 TF0250'CENTER OF THE EAST-WEST ROAD.
 TF0250'
 TF0250'REFERENCE MARK NO. 2 IS 5 FEET NORTH AND 7 PACES WEST OF THE
 TF0250'NORTHEAST CORNER FENCE POST OF FENCE ON THE SOUTH SIDE OF THE
 TF0250'ROAD.
 TF0250'
 TF0250'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FOUND DESTROYED
 TF0250'DUE TO ROAD IMPROVEMENT.  THE MARKS WERE FOUND LYING ON TOP OF
 TF0250'THE GROUND.
 TF0250'
 TF0250'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH.
 TF0250
 TF0250                          STATION RECOVERY (1964)
 TF0250
 TF0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TF0250'THE STATION MARK IS ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY
 TF0250'14 FROM THE GREAT NORTHERN RAILWAY STATION AT TOWNER, THENCE
 TF0250'0.25 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG
 TF0250'A GRAVELED ROAD, IN S 2, T 156 N, R 76 W, AT THE SOUTHWEST
 TF0250'CORNER OF THE TOWNER AIRPORT, 76 FEET EAST OF THE CENTER OF THE
 TF0250'ENTRANCE TO THE AIRPORT, 50 FEET NORTH OF THE CENTER LINE OF THE
 TF0250'ROAD, 39 FEET SOUTH OF A GASOLINE PUMP AT THE SOUTHEAST CORNER
 TF0250'OF A HANGAR, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 TF0250'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0250'FLUSH WITH THE GROUND.
 TF0250'
 TF0250'R.M. 1 HAS BEEN DESTROYED.  THE DISK WAS RECOVERED.
 TF0250'
 TF0250'R.M. 2 IS 122-1/2 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE
 TF0250'STATION MARK, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 TF0250'29 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH TRAIL ROAD,
 TF0250'17 FEET NORTHWEST OF A FENCE CORNER, 4-1/2 FEET NORTH OF A
 TF0250'FENCE, 4.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF0250'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF0250'GROUND.
 TF0250'
 TF0250'THE AZIMUTH MARK, STAMPED HANGAR 1946, HAS BEEN DESTROYED.
 TF0250'THE DISK WAS RECOVERED.
 TF0250
 TF0250                          STATION RECOVERY (1964)
 TF0250
 TF0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TF0250'0.85 MI NE FROM TOWNER.
 TF0250'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN
 TF0250'RAILWAY STATION AT TOWNER, THENCE 0.25 MILE NORTH ALONG A GRAVELED
 TF0250'ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, IN S 2, T 156 N, R
 TF0250'76 W, AT THE SOUTHWEST CORNER OF THE TOWNER AIRPORT, 76 FEET EAST OF
 TF0250'THE CENTER OF THE ENTRANCE TO THE AIRPORT, 50 FEET NORTH OF THE CENTER
 TF0250'LINE OF THE ROAD, 39 FEET SOUTH OF A GASOLINE PUMP AT THE SOUTHEAST
 TF0250'CORNER OF A HANGAR, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 TF0250'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TF0250'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0251 ***********************************************************************
 TF0251  DESIGNATION -  HANGAR RM 2
 TF0251  PID         -  TF0251
 TF0251  STATE/COUNTY-  ND/MCHENRY
 TF0251  USGS QUAD   -  TOWNER (1980)
 TF0251
 TF0251                         *CURRENT SURVEY CONTROL
 TF0251  ___________________________________________________________________
 TF0251* NAD 83(1986)-  48 21 19.     (N)    100 23 55.     (W)     SCALED    
 TF0251* NAVD 88     -       449.840  (meters)    1475.85   (feet)  ADJUSTED  
 TF0251  ___________________________________________________________________
 TF0251  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0251  DYNAMIC HT  -         449.932 (meters)    1476.15  (feet)  COMP
 TF0251  MODELED GRAV-     980,801.9   (mgal)                       NAVD 88
 TF0251
 TF0251  VERT ORDER  -  FIRST     CLASS II
 TF0251
 TF0251.The horizontal coordinates were scaled from a topographic map and have
 TF0251.an estimated accuracy of +/- 6 seconds.
 TF0251
 TF0251.The orthometric height was determined by differential leveling
 TF0251.and adjusted by the National Geodetic Survey in June 1991..
 TF0251
 TF0251.The geoid height was determined by GEOID03.
 TF0251
 TF0251.The dynamic height is computed by dividing the NAVD 88
 TF0251.geopotential number by the normal gravity value computed on the
 TF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0251.degrees latitude (g = 980.6199 gals.).
 TF0251
 TF0251.The modeled gravity was interpolated from observed gravity values.
 TF0251
 TF0251;                    North         East    Units  Estimated Accuracy
 TF0251;SPC ND N     -   150,690.      607,510.      MT  (+/- 180 meters Scaled)
 TF0251
 TF0251                          SUPERSEDED SURVEY CONTROL
 TF0251
 TF0251  NGVD 29 (??/??/92)  449.468  (m)         1474.63   (f) ADJ UNCH    1 2
 TF0251
 TF0251.Superseded values are not recommended for survey control.
 TF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0251.See file dsdata.txt to determine how the superseded data were derived.
 TF0251
 TF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU963567(NAD 83)
 TF0251_MARKER: DR = REFERENCE MARK DISK
 TF0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0251_STAMPING: HANGAR NO 2 1946
 TF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0251+STABILITY: SURFACE MOTION
 TF0251
 TF0251  HISTORY     - Date     Condition        Report By
 TF0251  HISTORY     - 1946     MONUMENTED       CGS
 TF0251  HISTORY     - 1964     GOOD             NGS
 TF0251
 TF0251                          STATION DESCRIPTION
 TF0251
 TF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0251'0.85 MI NE FROM TOWNER.
 TF0251'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN
 TF0251'RAILWAY STATION AT TOWNER, THENCE 0.25 MILE NORTH ALONG A GRAVELED
 TF0251'ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, IN S 2, T 156 N, R
 TF0251'76 W, AT THE SOUTHWEST CORNER OF THE TOWNER AIRPORT, 44 FEET SOUTH OF
 TF0251'THE CENTER LINE OF THE ROAD, 122 1/2 FEET SOUTHWEST AND ACROSS THE
 TF0251'ROAD FROM HANGAR 1946, 29 FEET WEST OF THE CENTER LINE OF A
 TF0251'NORTH-SOUTH TRAIL ROAD, 17 FEET NORTHWEST OF A FENCE CORNER, 4 1/2
 TF0251'FEET NORTH OF A FENCE, 4.3 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TF0251'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TF0251'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0719 ***********************************************************************
 SO0719  DESIGNATION -  HANKINS FIELD AIRPORT BEACON
 SO0719  PID         -  SO0719
 SO0719  STATE/COUNTY-  ND/MOUNTRAIL
 SO0719  USGS QUAD   -  PARSHALL (1981)
 SO0719
 SO0719                         *CURRENT SURVEY CONTROL
 SO0719  ___________________________________________________________________
 SO0719* NAD 83(1996)-  47 56 21.12403(N)    102 08 25.52133(W)     ADJUSTED  
 SO0719* NAVD 88     -                                                        
 SO0719  ___________________________________________________________________
 SO0719  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 SO0719  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0719
 SO0719  HORZ ORDER  -  THIRD
 SO0719
 SO0719.The horizontal coordinates were established by classical geodetic methods
 SO0719.and adjusted by the National Geodetic Survey in January 1998..
 SO0719
 SO0719
 SO0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0719
 SO0719.The geoid height was determined by GEOID03.
 SO0719
 SO0719;                    North         East     Units Scale Factor Converg.
 SO0719;SPC ND N     -   105,726.261   477,455.858   MT  0.99993905   -1 13 14.5
 SO0719;SPC ND N     -   346,870.94  1,566,456.23   iFT  0.99993905   -1 13 14.5
 SO0719;UTM  13      - 5,313,500.803   713,553.135   MT  1.00016042   +2 07 25.8
 SO0719
 SO0719                          SUPERSEDED SURVEY CONTROL
 SO0719
 SO0719  NAD 83(1986)-  47 56 21.12311(N)    102 08 25.51772(W) AD(       ) 4
 SO0719  NAD 27      -  47 56 21.08300(N)    102 08 23.90900(W) AD(       ) 3
 SO0719
 SO0719.Superseded values are not recommended for survey control.
 SO0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0719.See file dsdata.txt to determine how the superseded data were derived.
 SO0719
 SO0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP1355313501(NAD 83)
 SO0719_MARKER: 42 = RADIO/TV MAST
 SO0719
 SO0719  HISTORY     - Date     Condition        Report By
 SO0719  HISTORY     - 1962     FIRST OBSERVED   CGS
 SO0719
 SO0719                          STATION DESCRIPTION
 SO0719
 SO0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0719'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF PARSHALL
 SO0719'AT THE MUNICIPAL AIRPORT.
 SO0719'
 SO0719'THE TOWER IS A 4-LEGGED STRUCTURE PAINTED ALTERNATELY RED
 SO0719'AND WHITE IN COLOR, ABOUT 50 FEET IN HEIGHT WITH A REVOLVING
 SO0719'LIGHT AT THE TOP.
 SO0719'
 SO0719'THE REVOLVING LIGHT AT THE TOP WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0213 ***********************************************************************
 RP0213  DESIGNATION -  HANKINSON
 RP0213  PID         -  RP0213
 RP0213  STATE/COUNTY-  ND/RICHLAND
 RP0213  USGS QUAD   -  HANKINSON (1964)
 RP0213
 RP0213                         *CURRENT SURVEY CONTROL
 RP0213  ___________________________________________________________________
 RP0213* NAD 83(1986)-  46 03 58.     (N)    096 53 59.     (W)     SCALED    
 RP0213* NAVD 88     -       327.307  (meters)    1073.84   (feet)  ADJUSTED  
 RP0213  ___________________________________________________________________
 RP0213  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RP0213  DYNAMIC HT  -         327.307 (meters)    1073.84  (feet)  COMP
 RP0213  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 RP0213
 RP0213  VERT ORDER  -  SECOND    CLASS 0
 RP0213
 RP0213.The horizontal coordinates were scaled from a topographic map and have
 RP0213.an estimated accuracy of +/- 6 seconds.
 RP0213
 RP0213.The orthometric height was determined by differential leveling
 RP0213.and adjusted by the National Geodetic Survey in June 1991..
 RP0213
 RP0213.The geoid height was determined by GEOID03.
 RP0213
 RP0213.The dynamic height is computed by dividing the NAVD 88
 RP0213.geopotential number by the normal gravity value computed on the
 RP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0213.degrees latitude (g = 980.6199 gals.).
 RP0213
 RP0213.The modeled gravity was interpolated from observed gravity values.
 RP0213
 RP0213;                    North         East    Units  Estimated Accuracy
 RP0213;SPC ND S     -    50,780.      878,470.      MT  (+/- 180 meters Scaled)
 RP0213
 RP0213                          SUPERSEDED SURVEY CONTROL
 RP0213
 RP0213  NGVD 29 (??/??/92)  327.068  (m)         1073.06   (f) ADJ UNCH    2 0
 RP0213
 RP0213.Superseded values are not recommended for survey control.
 RP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0213.See file dsdata.txt to determine how the superseded data were derived.
 RP0213
 RP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS624035(NAD 83)
 RP0213_MARKER: DB = BENCH MARK DISK
 RP0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0213_SP_SET: GRANITE POST
 RP0213_STAMPING: HANKINSON 1934
 RP0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0213
 RP0213  HISTORY     - Date     Condition        Report By
 RP0213  HISTORY     - 1934     MONUMENTED       CGS
 RP0213  HISTORY     - 1979     GOOD             LOCENG
 RP0213
 RP0213                          STATION DESCRIPTION
 RP0213
 RP0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0213'IN HANKINSON.
 RP0213'AT HANKINSON, RICHLAND COUNTY, AT THE SOUTH ENTRANCE TO THE CITY PARK,
 RP0213'AT THE WEST MEMORIAL MONUMENT, IN THE CENTER OF THE EAST SIDE OF A
 RP0213'GRANITE POST, AND 4.5 FEET ABOVE GROUND.
 RP0213
 RP0213                          STATION RECOVERY (1979)
 RP0213
 RP0213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RP0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1047 ***********************************************************************
 RP1047  DESIGNATION -  HANKINSON
 RP1047  PID         -  RP1047
 RP1047  STATE/COUNTY-  ND/RICHLAND
 RP1047  USGS QUAD   -  HANKINSON (1964)
 RP1047
 RP1047                         *CURRENT SURVEY CONTROL
 RP1047  ___________________________________________________________________
 RP1047* NAD 83(1996)-  46 02 15.40570(N)    096 57 04.65365(W)     ADJUSTED  
 RP1047* NAVD 88     -       380.4    (meters)    1248.     (feet)  VERTCON   
 RP1047  ___________________________________________________________________
 RP1047  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 RP1047  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP1047
 RP1047  HORZ ORDER  -  FIRST
 RP1047
 RP1047.The horizontal coordinates were established by classical geodetic methods
 RP1047.and adjusted by the National Geodetic Survey in January 1998..
 RP1047
 RP1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1047
 RP1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1047
 RP1047.The geoid height was determined by GEOID03.
 RP1047
 RP1047;                    North         East     Units Scale Factor Converg.
 RP1047;SPC ND S     -    47,437.684   874,623.564   MT  1.00003183   +2 35 18.1
 RP1047;SPC ND S     -   155,635.45  2,869,499.88   iFT  1.00003183   +2 35 18.1
 RP1047;UTM  14      - 5,100,267.014   658,527.447   MT  0.99990895   +1 28 29.8
 RP1047
 RP1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1047!SPC ND S     -   0.99994447  x   1.00003183  =   0.99997630
 RP1047!UTM  14      -   0.99994447  x   0.99990895  =   0.99985343
 RP1047
 RP1047:                Primary Azimuth Mark                     Grid Az
 RP1047:SPC ND S     -  HANKINSON MUNICIPAL TANK                 043 37 43.2
 RP1047:UTM  14      -  HANKINSON MUNICIPAL TANK                 044 44 31.5
 RP1047
 RP1047|---------------------------------------------------------------------|
 RP1047| PID    Reference Object                     Distance      Geod. Az  |
 RP1047|                                                           dddmmss.s |
 RP1047| RP1046 HANKINSON MUNICIPAL TANK            APPROX. 5.3 KM 0461301.3 |
 RP1047| RP1045 HANKINSON ST PHILLIPS CATH CH       APPROX. 5.0 KM 0490827.4 |
 RP1047| AJ5152 HANKINSON RM 1                       46.052 METERS 06330     |
 RP1047| AJ5155 HANKINSON RM                                       09029     |
 RP1047| RP1048 T130N R50W SEC 28 SE COR            150.474 METERS 09325     |
 RP1047| AJ5154 HANKINSON AZ MK                                    1754930.3 |
 RP1047| AJ5153 HANKINSON RM 2                       62.119 METERS 22033     |
 RP1047|---------------------------------------------------------------------|
 RP1047
 RP1047                          SUPERSEDED SURVEY CONTROL
 RP1047
 RP1047  NAD 83(1986)-  46 02 15.40395(N)    096 57 04.64519(W) AD(       ) 1
 RP1047  NAD 27      -  46 02 15.55400(N)    096 57 03.35000(W) AD(       ) 1
 RP1047  NGVD 29 (07/19/86)  380.2    (m)         1247.     (f) VERT ANG       
 RP1047
 RP1047.Superseded values are not recommended for survey control.
 RP1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1047.See file dsdata.txt to determine how the superseded data were derived.
 RP1047
 RP1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5852700267(NAD 83)
 RP1047_MARKER: N = NAIL
 RP1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1047_MARK LOGO: CGS   
 RP1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1047+STABILITY: SURFACE MOTION
 RP1047
 RP1047  HISTORY     - Date     Condition        Report By
 RP1047  HISTORY     - 1904     MONUMENTED       CGS
 RP1047  HISTORY     - 1934     GOOD             CGS
 RP1047  HISTORY     - 1962     GOOD             USGS
 RP1047  HISTORY     - 19830518 GOOD             NGS
 RP1047
 RP1047                          STATION DESCRIPTION
 RP1047
 RP1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP1047'STATION IS ON TOP OF SOUTHERNMOST OF VERY PROMINENT GROUP
 RP1047'OF HILLS, ABOUT 4 MILES SW OF HANKINSON, IN SE 1/4 SE 1/4
 RP1047'SEC. 28, T 130 N, R 50 W, OF THE FIFTH PRINCIPAL MERIDIAN,
 RP1047'BRIGHTWOOD TOWNSHIP, 10 PACES N OF CENTER OF SECTION-LINE
 RP1047'ROAD, ABOUT 89 PACES S OF W FROM NW CORNER OF OLD DESERTED
 RP1047'BARN (IN 1906), ON LAND OWNED (IN 1906) BY MR. HARRISON, WEST
 RP1047'CONCORD, MINNESOTA, ABOUT 160 YARDS W OF SE CORNER OF SECTION,
 RP1047'AND ABOUT ONE-THIRD MILE A LITTLE SW OF WHITE SCHOOLHOUSE
 RP1047'(INDEPENDENT SCHOOL DISTRICT) ON HIGH PART OF RIDGE.
 RP1047'
 RP1047'SURFACE MARK IS THE POINT OF A 60-PENNY WIRE NAIL PROJECTING
 RP1047'ABOVE THE TOP OF A TERRA-COTTA PIPE, 2 FEET LONG AND 4 INCHES
 RP1047'IN DIAMETER, FILLED WITH AND SET IN CONCRETE 18 INCHES IN
 RP1047'DIAMETER, BUT REPORTED IN 1934 THAT SURFACE MARK IS NAIL IN
 RP1047'CAST-IRON PIPE FILLED WITH AND SET IN CONCRETE 14 INCHES
 RP1047'IN DIAMETER FLUSH WITH SURFACE OF GROUND AND INSCRIBED U.S.C.
 RP1047'AND G.S. 1904.
 RP1047'
 RP1047'UNDERGROUND MARK IS THE POINT OF A 60-PENNY WIRE NAIL, 2-1/2
 RP1047'FEET BELOW THE SURFACE OF THE GROUND, PROJECTING 1/4 INCH
 RP1047'ABOVE THE TOP OF A TERRA-COTTA PIPE, 2 FEET LONG AND 4 INCHES
 RP1047'IN DIAMETER, FILLED WITH AND SET IN CONCRETE 12 INCHES IN
 RP1047'DIAMETER.
 RP1047'
 RP1047'REFERENCE MARK ESTABLISHED IN 1904 IS THE POINT OF A 60-PENNY
 RP1047'WIRE NAIL PROJECTING ONE-FOURTH INCH ABOVE THE TOP OF A
 RP1047'TERRA-COTTA PIPE, 2 FEET LONG AND 4 INCHES IN DIAMETER, FILLED
 RP1047'WITH AND SET IN CONCRETE 1 FOOT IN DIAMETER, IN SE FENCE CORNER
 RP1047'OF SECTION, AND 141.66 METERS (464.8 FEET) FROM STATION
 RP1047'S 89 DEG 30 MIN E.
 RP1047'
 RP1047'IN 1934, TWO OTHER REFERENCE MARKS AND AZIMUTH MARK (PROBABLY
 RP1047'STANDARD REFERENCE DISKS) WERE ESTABLISHED.
 RP1047'
 RP1047'REFERENCE MARK NO. 1 IS 15 FEET S OF CENTER LINE OF FIELD
 RP1047'ROAD AND 46.052 METERS (151.09 FEET) FROM STATION
 RP1047'N 63 DEG 30 MIN E.
 RP1047'
 RP1047'REFERENCE MARK NO. 2 IS ON NE SIDE OF ROCK PILE AND 62.119
 RP1047'METERS (203.80 FEET) FROM STATION S 40 DEG 33 MIN W.
 RP1047'
 RP1047'AZIMUTH MARK IS 39 FEET W OF CENTER LINE OF N AND S ROAD,
 RP1047'ON NE SIDE OF ROCK PILE, AND 0.9 MILE FROM STATION
 RP1047'S 04 DEG 11 MIN E.  TO REACH AZIMUTH MARK FROM STATION,
 RP1047'GO E 0.1 MILE, THENCE RIGHT (S) 0.9 MILE TO MARK ON RIGHT.
 RP1047'
 RP1047'IN 1904, THE FOLLOWING DISTANCES AND BEARINGS WERE OBSERVED
 RP1047'FROM STATION--BEHLES HOUSE, CHIMNEY, ABOUT 1/2 MILE, S 77 DEG
 RP1047'12 MIN W.  SCHOOLHOUSE CHIMNEY, 572 METERS (1,877 FEET)
 RP1047'N 24 DEG 50 MIN E.  HANKINSON, HIGH SCHOOL, SPIRE, ABOUT
 RP1047'3-1/3 MILES, N 48 DEG 15 MIN E AND T 130 N, R 50 W,
 RP1047'SEC. 28, SE CORNER, 150.473 METERS (493.68 FEET), S 86 DEG
 RP1047'35 MIN E.
 RP1047'
 RP1047'IN 1906, HANKINSON LATITUDE STATION, MARKED BY WOODEN PIER,
 RP1047'WAS ESTABLISHED 6.59 METERS (21.6 FEET) DUE E OF STATION.
 RP1047'
 RP1047'IN 1934, BEARINGS FROM STATION TO POINTS IN HANKINSON WERE
 RP1047'OBSERVED AS FOLLOWS--FINIAL ON BLACK STEEL MUNICIPAL WATER
 RP1047'TANK, ABOUT 125 FEET HIGH, 1 BLOCK S OF RAILROAD TRACKS,
 RP1047'N 46 DEG 13 MIN E.  GOLD CROSS ON TOP OF TALLER OF TWO SPIRES
 RP1047'ON ST. PHILLIPS (CATHOLIC) CHURCH (CLOCK ON BELFRY OF SPIRE),
 RP1047'3 BLOCKS S OF RAILROAD TRACKS OVER MAIN STREET, N 49 DEG 08 MIN E
 RP1047'AND CENTER OF SQUARE BRICK STACK OF HEATING PLANT
 RP1047'OF ST. FRANCIS ACADEMY (CATHOLIC), AT S END OF MAIN STREET,
 RP1047'N 51 DEG 42 MIN E.
 RP1047'
 RP1047'TO REACH FROM POST OFFICE IN HANKINSON, GO S 0.45 MILE, TURN
 RP1047'RIGHT (W) AT POINT W OF SCHOOL BUILDING, GO 1/4 MILE, TURN
 RP1047'LEFT (S), GO 1.0 MILE, TURN RIGHT (W), AND GO 2.0 MILES, TURN
 RP1047'LEFT (S), GO 0.9 MILE, TURN RIGHT (W), AND GO 0.1 MILE TO
 RP1047'HILLTOP AND STATION SITE.
 RP1047
 RP1047                          STATION RECOVERY (1962)
 RP1047
 RP1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RP1047'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1047
 RP1047                          STATION RECOVERY (1983)
 RP1047
 RP1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RP1047'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RP1047'CONDITION.  THE AZIMUTH MARK 1, WAS NOT RECOVERED AND APPEARS TO BE
 RP1047'DESTROYED.  AZIMUTH MARK 2 WAS ESTABLISHED.  SHORTER DISTANCES OF
 RP1047'0.018 M (0.059 FT) AND 0.031 M (0.102 FT) WERE NOTED TO REFERENCE
 RP1047'MARKS 1 AND 2 RESPECTIVELY.  NEW DESCRIPTIVE TEXT FOLLOWS.  THE
 RP1047'STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTHWEST OF HANKINSON, ON A
 RP1047'HIGHBARE KNOLL, WHICH IS STATE DEPARTMENT OF TRANSPORTATION PROPERTY.
 RP1047'MR. HENRY BEHLE OWNS THE ADJOINING PROPERTY AND IS TO BE NOTIFIED
 RP1047'WHEN THE STATION IS USED.  MR. BEHLE LIVES ON THE FARM ABOUT 0.8 KM
 RP1047'(0.50 MI) SOUTHWEST OF THE STATION AND DOES NOT HAVE A TELEPHONE.  TO
 RP1047'REACH THE STATION FROM THE POST OFFICE IN HANKINSON ND, GO SOUTH ON
 RP1047'MAIN STREET TO THE JUNCTION OF HIGHWAY 11 AND SAINT FRANCIS SCHOOL ON
 RP1047'THE SOUTH SIDE OF HIGHWAY11.  TURN RIGHT, WEST, ON HIGHWAY 11FOR 0.5
 RP1047'KM (0.30 MI) TO COUNTY ROAD 21.  TURN LEFT, SOUTH AND FOLLOW COUNTY
 RP1047'ROAD 21 FOR 1.8 KM (1.10 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT,
 RP1047'WEST, ALONG GRAVELED ROAD FOR 0.7 KM (0.45 MI) TO A FORK KEEP RIGHT
 RP1047'FORK, WESTERLY, FOR 2.3 KM (1.40 MI) TO A GRAVELED SIDE ROAD LEFT.
 RP1047'TURN LEFT, SOUTH, FOR 1.1 KM (0.70 MI) TO THE AZIMUTH MARK ON THE
 RP1047'LEFT.  CONTINUE 0.4 KM (0.25 MI) TO MR. BEHLES MAILBOX ON THE LEFT AND
 RP1047'TRACK ROAD RIGHT.  TURN RIGHT, SOUTHWEST, FOR 0.2 KM (0.10 MI) TO A
 RP1047'REVERSE FORK AND STATION SITE.
 RP1047' 
 RP1047'THE STATION IS A NAIL IN THE CENTER OF A CONCRETE FILLED PIPE, 5 CM
 RP1047'(2 INCHES) IN DIAMETER AND SURROUNDED BY CONCRETE THAT IS ABOUT 45 CM
 RP1047'ACROSS.  USCGS 1904 IS INSCRIBED IN THE CONCRETE.  IT IS FLUSH WITH
 RP1047'SURFACE.  LOCATED 3.7 METERS (12.1 FT) WEST FROM A LONE WOODEN POST
 RP1047'WITH WITNESS SIGN.  2.7 METERS (8.9 FT) SOUTHEAST FROM THE CENTER OF
 RP1047'THE NE-SW TRACK ROAD.
 RP1047' 
 RP1047'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HANKINSON NO 1
 RP1047'1934--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 RP1047'(30 CM) IN DIAMETER, PROJECTING 1 INCH 2 CM ABOVE THE GROUND.  LOCATED
 RP1047'5.2 METERS (17.1 FT) SOUTH FROM THE CENTER OF A TRACK ROAD.  0.6 METER
 RP1047'(2.0 FT) WEST FROM A 0.6 X 12 METER (39.4 FT) BEDROCK AND 0.6 METER
 RP1047'(2.0 FT) LOWER THAN THE STATION.
 RP1047' 
 RP1047'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED-- HANKINSON NO 2
 RP1047'1934--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 RP1047'(30 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 RP1047'LOCATED 27.0 METERS (88.6 FT) SOUTH FROM A FENCE.  0.3 METER (1.0 FT)
 RP1047'EAST FROM THE EAST EDGE OF A ROCK PILE AND 1.7 METER (5.6 FT) LOWER
 RP1047'THAN THE STATION.
 RP1047' 
 RP1047'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--HANKINSON 1904 NO 2
 RP1047'1983--, SET INTO ROCK OUTCROP, 4 FEET (1.2 M) METER.  LOCATED 22.9
 RP1047'METERS (75.1 FT) EAST FROM THE CENTER OF A GRAVELED ROAD.  15.5 METERS
 RP1047'(50.9 FT) SOUTH FROM THE CENTER OF A GRAVELED ROAD.  6.9 METERS
 RP1047'(22.6 FT) EAST FROM A METAL WITNESS POST AND FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1046 ***********************************************************************
 RP1046  DESIGNATION -  HANKINSON MUNICIPAL TANK
 RP1046  PID         -  RP1046
 RP1046  STATE/COUNTY-  ND/RICHLAND
 RP1046  USGS QUAD   -  HANKINSON (1964)
 RP1046
 RP1046                         *CURRENT SURVEY CONTROL
 RP1046  ___________________________________________________________________
 RP1046* NAD 83(1996)-  46 04 15.01214(N)    096 54 05.29199(W)     ADJUSTED  
 RP1046* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 RP1046  ___________________________________________________________________
 RP1046  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 RP1046  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP1046
 RP1046  HORZ ORDER  -  THIRD
 RP1046
 RP1046.The horizontal coordinates were established by classical geodetic methods
 RP1046.and adjusted by the National Geodetic Survey in January 1998..
 RP1046
 RP1046.The orthometric height was scaled from a topographic map.
 RP1046
 RP1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1046
 RP1046.The geoid height was determined by GEOID03.
 RP1046
 RP1046;                    North         East     Units Scale Factor Converg.
 RP1046;SPC ND S     -    51,302.242   878,307.392   MT  1.00002401   +2 37 28.9
 RP1046;SPC ND S     -   168,314.44  2,881,585.93   iFT  1.00002401   +2 37 28.9
 RP1046;SPC SD N     -   253,243.937   839,680.819   MT  1.00009791   +2 11 34.6
 RP1046;SPC SD N     -   830,851.15  2,754,852.82   sFT  1.00009791   +2 11 34.6
 RP1046;UTM  14      - 5,104,058.850   662,285.241   MT  0.99992377   +1 30 42.1
 RP1046
 RP1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1046!SPC ND S     -   0.99995298  x   1.00002401  =   0.99997699
 RP1046!SPC SD N     -   0.99995298  x   1.00009791  =   1.00005089
 RP1046!UTM  14      -   0.99995298  x   0.99992377  =   0.99987676
 RP1046
 RP1046                          SUPERSEDED SURVEY CONTROL
 RP1046
 RP1046  NAD 83(1986)-  46 04 15.01033(N)    096 54 05.28362(W) AD(       ) 4
 RP1046  NAD 27      -  46 04 15.16000(N)    096 54 03.99500(W) AD(       ) 3
 RP1046
 RP1046.Superseded values are not recommended for survey control.
 RP1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1046.See file dsdata.txt to determine how the superseded data were derived.
 RP1046
 RP1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6228504059(NAD 83)
 RP1046_MARKER: 53 = ELEVATED TANK
 RP1046
 RP1046  HISTORY     - Date     Condition        Report By
 RP1046  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP1046  HISTORY     - 1962     GOOD             USGS
 RP1046
 RP1046                          STATION DESCRIPTION
 RP1046
 RP1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP1046'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 RP1046'TANK, HANKINSON, LOCATED 1 BLOCK S OF RAILROAD TRACKS.  TANK
 RP1046'IS OF BLACK STEEL, APPROXIMATELY 125 FEET HIGH.
 RP1046
 RP1046                          STATION RECOVERY (1962)
 RP1046
 RP1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RP1046'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1045 ***********************************************************************
 RP1045  DESIGNATION -  HANKINSON ST PHILLIPS CATH CH
 RP1045  PID         -  RP1045
 RP1045  STATE/COUNTY-  ND/RICHLAND
 RP1045  USGS QUAD   -  HANKINSON (1964)
 RP1045
 RP1045                         *CURRENT SURVEY CONTROL
 RP1045  ___________________________________________________________________
 RP1045* NAD 83(1996)-  46 04 01.22911(N)    096 54 08.82947(W)     ADJUSTED  
 RP1045* NAVD 88     -                                                        
 RP1045  ___________________________________________________________________
 RP1045  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 RP1045  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RP1045
 RP1045  HORZ ORDER  -  THIRD
 RP1045
 RP1045.The horizontal coordinates were established by classical geodetic methods
 RP1045.and adjusted by the National Geodetic Survey in January 1998..
 RP1045
 RP1045
 RP1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1045
 RP1045.The geoid height was determined by GEOID03.
 RP1045
 RP1045;                    North         East     Units Scale Factor Converg.
 RP1045;SPC ND S     -    50,873.636   878,250.933   MT  1.00002490   +2 37 26.4
 RP1045;SPC ND S     -   166,908.25  2,881,400.70   iFT  1.00002490   +2 37 26.4
 RP1045;SPC SD N     -   252,815.737   839,621.126   MT  1.00009672   +2 11 32.1
 RP1045;SPC SD N     -   829,446.30  2,754,656.98   sFT  1.00009672   +2 11 32.1
 RP1045;UTM  14      - 5,103,631.465   662,220.473   MT  0.99992351   +1 30 39.2
 RP1045
 RP1045                          SUPERSEDED SURVEY CONTROL
 RP1045
 RP1045  NAD 83(1986)-  46 04 01.22764(N)    096 54 08.82056(W) AD(       ) 4
 RP1045  NAD 27      -  46 04 01.38000(N)    096 54 07.53000(W) AD(       ) 3
 RP1045
 RP1045.Superseded values are not recommended for survey control.
 RP1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1045.See file dsdata.txt to determine how the superseded data were derived.
 RP1045
 RP1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6222003631(NAD 83)
 RP1045_MARKER: 90 = CHURCH SPIRE
 RP1045
 RP1045  HISTORY     - Date     Condition        Report By
 RP1045  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP1045
 RP1045                          STATION DESCRIPTION
 RP1045
 RP1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP1045'POINT OBSERVED UPON WAS THE TIP OF SPIRE, TALLER OF TWO SPIRES ON
 RP1045'ST. PHILLIPS CATHOLIC CHURCH.  CLOCK ON BELFRY AND GOLD CROSS.
 RP1045'LOCATED 3 BLOCKS S OF RAILROAD TRACKS OVER MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2138 ***********************************************************************
 TE2138  DESIGNATION -  HANNAH
 TE2138  PID         -  TE2138
 TE2138  STATE/COUNTY-  ND/CAVALIER
 TE2138  USGS QUAD   -  
 TE2138
 TE2138                         *CURRENT SURVEY CONTROL
 TE2138  ___________________________________________________________________
 TE2138* NAD 83(1996)-  49 00 00.46873(N)    098 43 11.85409(W)     ADJUSTED  
 TE2138* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 TE2138  ___________________________________________________________________
 TE2138  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TE2138  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 TE2138
 TE2138  HORZ ORDER  -  THIRD
 TE2138
 TE2138.The horizontal coordinates were established by classical geodetic methods
 TE2138.and adjusted by the National Geodetic Survey in January 1998..
 TE2138
 TE2138.The orthometric height was scaled from a topographic map.
 TE2138
 TE2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2138
 TE2138.The geoid height was determined by GEOID03.
 TE2138
 TE2138;                    North         East     Units Scale Factor Converg.
 TE2138;SPC ND N     -   223,897.914   730,245.135   MT  1.00006387   +1 19 28.5
 TE2138;SPC ND N     -   734,573.21  2,395,817.37   iFT  1.00006387   +1 19 28.5
 TE2138;UTM  14      - 5,427,508.033   520,482.807   MT  0.99960515   +0 12 40.9
 TE2138
 TE2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2138!SPC ND N     -   0.99992831  x   1.00006387  =   0.99999218
 TE2138!UTM  14      -   0.99992831  x   0.99960515  =   0.99953349
 TE2138
 TE2138|---------------------------------------------------------------------|
 TE2138| PID    Reference Object                     Distance      Geod. Az  |
 TE2138|                                                           dddmmss.s |
 TE2138| TE2230 BOUNDARY MON 764                    326.120 METERS 09001     |
 TE2138| TE2279 STAR                                APPROX. 6.6 KM 3571317.1 |
 TE2138|---------------------------------------------------------------------|
 TE2138
 TE2138                          SUPERSEDED SURVEY CONTROL
 TE2138
 TE2138  NAD 83(1986)-  49 00 00.46212(N)    098 43 11.83488(W) AD(       ) 3
 TE2138
 TE2138.Superseded values are not recommended for survey control.
 TE2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2138.See file dsdata.txt to determine how the superseded data were derived.
 TE2138
 TE2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2048327508(NAD 83)
 TE2138_MARKER: X = CHISELED CROSS
 TE2138_SETTING: 80 = SET IN A BOULDER
 TE2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2138+STABILITY: SURFACE MOTION
 TE2138
 TE2138  HISTORY     - Date     Condition        Report By
 TE2138  HISTORY     - 1911     MONUMENTED       IBC
 TE2138
 TE2138                          STATION DESCRIPTION
 TE2138
 TE2138'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2138'ON TOP OF AN OLD EARTH MOUND ON A RISE OF LAND ON THE INTERNATIONAL
 TE2138'BOUNDARY ABOUT 335 METERS WEST OF MONUMENT 764.
 TE2138'
 TE2138'STATION MARK--ORIGINALLY MARKED BY A WOODEN HUB.  THE STATION WAS
 TE2138'RE - MARKED IN 1912.  THE SURFACE MARK IS A CROSS CUT IN A BOULDER
 TE2138'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE SUB -
 TE2138'SURFACE MARK IS A CROSS CUT IN A BOULDER THE TOP OF WHICH IS 16 INCHES
 TE2138'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2139 ***********************************************************************
 TE2139  DESIGNATION -  HANNAH N BASE
 TE2139  PID         -  TE2139
 TE2139  STATE/COUNTY-  ND/CAVALIER
 TE2139  USGS QUAD   -  
 TE2139
 TE2139                         *CURRENT SURVEY CONTROL
 TE2139  ___________________________________________________________________
 TE2139* NAD 83(1996)-  49 02 07.62610(N)    098 41 40.58795(W)     ADJUSTED  
 TE2139* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 TE2139  ___________________________________________________________________
 TE2139  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 TE2139  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 TE2139
 TE2139  HORZ ORDER  -  THIRD
 TE2139
 TE2139.The horizontal coordinates were established by classical geodetic methods
 TE2139.and adjusted by the National Geodetic Survey in January 1998..
 TE2139
 TE2139.The orthometric height was scaled from a topographic map.
 TE2139
 TE2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2139
 TE2139.The geoid height was determined by GEOID03.
 TE2139
 TE2139;                    North         East     Units Scale Factor Converg.
 TE2139;SPC ND N     -   227,868.401   732,007.673   MT  1.00007397   +1 20 36.4
 TE2139;SPC ND N     -   747,599.74  2,401,599.98   iFT  1.00007397   +1 20 36.4
 TE2139;UTM  14      - 5,431,441.710   522,321.287   MT  0.99960612   +0 13 50.2
 TE2139
 TE2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2139!SPC ND N     -   0.99992785  x   1.00007397  =   1.00000181
 TE2139!UTM  14      -   0.99992785  x   0.99960612  =   0.99953399
 TE2139
 TE2139:                Primary Azimuth Mark                     Grid Az
 TE2139:SPC ND N     -  HANNAH S BASE                            178 20 26.4
 TE2139:UTM  14      -  HANNAH S BASE                            179 27 12.6
 TE2139
 TE2139|---------------------------------------------------------------------|
 TE2139| PID    Reference Object                     Distance      Geod. Az  |
 TE2139|                                                           dddmmss.s |
 TE2139| TE2140 HANNAH S BASE                       APPROX. 2.8 KM 1794102.8 |
 TE2139|---------------------------------------------------------------------|
 TE2139
 TE2139                          SUPERSEDED SURVEY CONTROL
 TE2139
 TE2139  NAD 83(1986)-  49 02 07.61909(N)    098 41 40.56847(W) AD(       ) 3
 TE2139
 TE2139.Superseded values are not recommended for survey control.
 TE2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2139.See file dsdata.txt to determine how the superseded data were derived.
 TE2139
 TE2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2232131442(NAD 83)
 TE2139_MARKER: DD = SURVEY DISK
 TE2139_SETTING: 80 = SET IN A BOULDER
 TE2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2139+STABILITY: SURFACE MOTION
 TE2139
 TE2139  HISTORY     - Date     Condition        Report By
 TE2139  HISTORY     - 1912     MONUMENTED       IBC
 TE2139
 TE2139                          STATION DESCRIPTION
 TE2139
 TE2139'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TE2139'ABOUT 2-1/2 MILES ALMOST DUE NORTH OF INTERNATIONAL BOUNDARY MONUMENT
 TE2139'765, ON A SLIGHT RISE IN THE GROUND ON THE ROAD ALLOWANCE BETWEEN
 TE2139'SECTIONS 13 AND 14, TOWNSHIP 1, RANGE 10 W, PRINCIPAL MERIDIAN.
 TE2139'
 TE2139'STATION MARK--A BRONZE DISK SET IN A LARGE BOULDER THE TOP OF WHICH
 TE2139'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE SURFACE MARK IS A CROSS
 TE2139'WITH 4 - INCH LINES CUT IN A BOULDER THE TOP OF WHICH IS ONE - HALF
 TE2139'METER BELOW THE SURFACE OF THE GROUND.  TWO REFERENCE MARKS ARE LARGE
 TE2139'BOULDERS, DISTANT 38 AND 39 METERS RESPECTIVELY FROM THE STATION, A
 TE2139'VERY LITTLE EAST OF DUE SOUTH.  ANOTHER REFERENCE MARK IS THE FENCE
 TE2139'CORNER AT THE SOUTHWEST CORNER OF NE 1/4 SECTION 13, TOWNSHIP 1,
 TE2139'RANGE 10 W, PRINCIPAL MERIDIAN, 51.80 METERS FROM THE STATION IN
 TE2139'BEARING 175 DEGREES.  THE BRONZE DISK FOR THE SURFACE MARK WAS SET IN
 TE2139'1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2140 ***********************************************************************
 TE2140  DESIGNATION -  HANNAH S BASE
 TE2140  PID         -  TE2140
 TE2140  STATE/COUNTY-  ND/CAVALIER
 TE2140  USGS QUAD   -  
 TE2140
 TE2140                         *CURRENT SURVEY CONTROL
 TE2140  ___________________________________________________________________
 TE2140* NAD 83(1996)-  49 00 37.73081(N)    098 41 39.83449(W)     ADJUSTED  
 TE2140* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 TE2140  ___________________________________________________________________
 TE2140  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 TE2140  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 TE2140
 TE2140  HORZ ORDER  -  THIRD
 TE2140
 TE2140.The horizontal coordinates were established by classical geodetic methods
 TE2140.and adjusted by the National Geodetic Survey in January 1998..
 TE2140
 TE2140.The orthometric height was scaled from a topographic map.
 TE2140
 TE2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2140
 TE2140.The geoid height was determined by GEOID03.
 TE2140
 TE2140;                    North         East     Units Scale Factor Converg.
 TE2140;SPC ND N     -   225,092.308   732,088.094   MT  1.00006679   +1 20 37.0
 TE2140;SPC ND N     -   738,491.82  2,401,863.83   iFT  1.00006679   +1 20 37.0
 TE2140;UTM  14      - 5,428,665.868   522,347.762   MT  0.99960614   +0 13 50.4
 TE2140
 TE2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2140!SPC ND N     -   0.99992894  x   1.00006679  =   0.99999573
 TE2140!UTM  14      -   0.99992894  x   0.99960614  =   0.99953511
 TE2140
 TE2140:                Primary Azimuth Mark                     Grid Az
 TE2140:SPC ND N     -  HANNAH                                   237 03 12.5
 TE2140:UTM  14      -  HANNAH                                   238 09 59.1
 TE2140
 TE2140|---------------------------------------------------------------------|
 TE2140| PID    Reference Object                     Distance      Geod. Az  |
 TE2140|                                                           dddmmss.s |
 TE2140| TE2138 HANNAH                              APPROX. 2.2 KM 2382349.5 |
 TE2140|---------------------------------------------------------------------|
 TE2140
 TE2140                          SUPERSEDED SURVEY CONTROL
 TE2140
 TE2140  NAD 83(1986)-  49 00 37.72413(N)    098 41 39.81516(W) AD(       ) 3
 TE2140
 TE2140.Superseded values are not recommended for survey control.
 TE2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2140.See file dsdata.txt to determine how the superseded data were derived.
 TE2140
 TE2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2234828666(NAD 83)
 TE2140_MARKER: DD = SURVEY DISK
 TE2140_SETTING: 80 = SET IN A BOULDER
 TE2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2140+STABILITY: SURFACE MOTION
 TE2140
 TE2140  HISTORY     - Date     Condition        Report By
 TE2140  HISTORY     - 1912     MONUMENTED       IBC
 TE2140
 TE2140                          STATION DESCRIPTION
 TE2140
 TE2140'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TE2140'ABOUT TWO - THIRDS MILE NEARLY DUE NORTH OF INTERNATIONAL BOUNDARY
 TE2140'MONUMENT 765, ON THE FIRST PROMINENT LITTLE RIDGE WHICH CROSSES THE
 TE2140'ROAD ALLOWANCE BETWEEN SECTIONS 1 AND 2, TOWNSHIP 1, RANGE 10 W,
 TE2140'PRINCIPAL MERIDIAN.  THE STATION IS ABOUT 2 METERS EAST OF THE FENCE
 TE2140'ON THE WEST SIDE OF THE ROAD ALLOWANCE.  ABOUT 100 METERS NORTH OF THE
 TE2140'STATION IS AN AREA OF LOW GROUND VERY WET IN WEATHER.
 TE2140'
 TE2140'STATION MARK--A BRONZE DISK SET IN A REDDISH BOULDER, 1 FOOT IN
 TE2140'DIAMETER AT THE TOP AND 2 FEET IN DEPTH, THE TOP OF WHICH IS FLUSH
 TE2140'WITH THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A CROSS WITH
 TE2140'4 - INCH LINES CUT IN A LARGE BOULDER THE TOP OF WHICH IS 2-1/4 FEET
 TE2140'UNDERGROUND.  THE BRONZE DISK WAS SET IN 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1676 ***********************************************************************
 SN1676  DESIGNATION -  HANOVER
 SN1676  PID         -  SN1676
 SN1676  STATE/COUNTY-  ND/OLIVER
 SN1676  USGS QUAD   -  HANNOVER NW (1968)
 SN1676
 SN1676                         *CURRENT SURVEY CONTROL
 SN1676  ___________________________________________________________________
 SN1676* NAD 83(1996)-  47 08 48.26700(N)    101 25 33.83320(W)     ADJUSTED  
 SN1676* NAVD 88     -       656.3    (meters)    2153.     (feet)  VERTCON   
 SN1676  ___________________________________________________________________
 SN1676  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 SN1676  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 SN1676
 SN1676  HORZ ORDER  -  SECOND
 SN1676
 SN1676.The horizontal coordinates were established by classical geodetic methods
 SN1676.and adjusted by the National Geodetic Survey in January 1998..
 SN1676
 SN1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1676
 SN1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1676
 SN1676.The geoid height was determined by GEOID03.
 SN1676
 SN1676;                    North         East     Units Scale Factor Converg.
 SN1676;SPC ND S     -   164,936.481   529,765.379   MT  0.99995067   -0 40 31.6
 SN1676;SPC ND S     -   541,130.19  1,738,075.39   iFT  0.99995067   -0 40 31.6
 SN1676;UTM  14      - 5,224,326.699   316,066.670   MT  1.00001581   -1 46 44.5
 SN1676
 SN1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1676!SPC ND S     -   0.99990028  x   0.99995067  =   0.99985095
 SN1676!UTM  14      -   0.99990028  x   1.00001581  =   0.99991608
 SN1676
 SN1676|---------------------------------------------------------------------|
 SN1676| PID    Reference Object                     Distance      Geod. Az  |
 SN1676|                                                           dddmmss.s |
 SN1676| CQ7769 HANOVER RM 1                         17.244 METERS 00013     |
 SN1676| CQ7770 HANOVER RM 2                         16.744 METERS 17921     |
 SN1676| SN1679 HANOVER ST HWY DEPT RADIO MAST      APPROX. 4.4 KM 3573929.1 |
 SN1676|---------------------------------------------------------------------|
 SN1676
 SN1676                          SUPERSEDED SURVEY CONTROL
 SN1676
 SN1676  NAD 83(1986)-  47 08 48.26551(N)    101 25 33.82134(W) AD(       ) 2
 SN1676  NAD 27      -  47 08 48.26838(N)    101 25 32.24066(W) AD(       ) 2
 SN1676  NGVD 29 (07/19/86)  655.9    (m)         2152.     (f) VERT ANG       
 SN1676
 SN1676.Superseded values are not recommended for survey control.
 SN1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1676.See file dsdata.txt to determine how the superseded data were derived.
 SN1676
 SN1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1606724327(NAD 83)
 SN1676_MARKER: DD = SURVEY DISK
 SN1676_SETTING: 0 = UNSPECIFIED SETTING
 SN1676
 SN1676  HISTORY     - Date     Condition        Report By
 SN1676  HISTORY     - 1967     MONUMENTED       USGS
 SN1676
 SN1676                          STATION DESCRIPTION
 SN1676
 SN1676'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1676'THE STATION IS LOCATED 6.0 MI W. AND 2.4 MI N. OF CENTER NEAR
 SN1676'THE QUARTER COR. BETWEEN SECS. 2 AND 3, T. 142 N., R. 85 W.
 SN1676'
 SN1676'TO REACH THE STATION FROM CENTER, GO 6.0 MI W. ON STATE HWY. 25 TO
 SN1676'THE JCT. WITH STATE HWY. 31 AT HANOVER, TURN RIGHT AND GO N. 2.4
 SN1676'MI TO THE STATION ON THE RIGHT.
 SN1676'
 SN1676'THE STATION IS 265 FT S. AND 100 FT E. OF CENTER OF STATE HWY. 31
 SN1676'AT E.-W. FENCE, 3 FT W. OF RIGHT-OF-WAY FENCE AND WITNESS POST.
 SN1676'STAMPED ET HANOVER 1967.
 SN1676'
 SN1676'REFERENCE MARK NO. 1 IS N. OF THE STATION, 2 FT W. OF RIGHT-OF-WAY
 SN1676'FENCE, STAMPED HANOVER NO 1 1967.
 SN1676'
 SN1676'REFERENCE MARK NO. 2 IS S. OF THE STATION, 2 FT W. OF RIGHT-OF-WAY
 SN1676'FENCE, STAMPED HANOVER NO 2 1967.
 SN1676'
 SN1676'AZIMUTH MARK IS STATE HWY. DEPT. RADIO TOWER ABOUT 3.0 MI N.
 SN1676'
 SN1676'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 SN1676'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 SN1676'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1697 ***********************************************************************
 SN1697  DESIGNATION -  HANOVER NW BELL MICROWAVE
 SN1697  PID         -  SN1697
 SN1697  STATE/COUNTY-  ND/MERCER
 SN1697  USGS QUAD   -  STANTON (1981)
 SN1697
 SN1697                         *CURRENT SURVEY CONTROL
 SN1697  ___________________________________________________________________
 SN1697* NAD 83(1996)-  47 16 10.31165(N)    101 25 42.14759(W)     ADJUSTED  
 SN1697* NAVD 88     -                                                        
 SN1697  ___________________________________________________________________
 SN1697  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 SN1697  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SN1697
 SN1697  HORZ ORDER  -  THIRD
 SN1697
 SN1697.The horizontal coordinates were established by classical geodetic methods
 SN1697.and adjusted by the National Geodetic Survey in January 1998..
 SN1697
 SN1697
 SN1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1697
 SN1697.The geoid height was determined by GEOID03.
 SN1697
 SN1697;                    North         East     Units Scale Factor Converg.
 SN1697;SPC ND S     -   178,588.198   529,751.550   MT  0.99996464   -0 40 37.7
 SN1697;SPC ND S     -   585,919.28  1,738,030.02   iFT  0.99996464   -0 40 37.7
 SN1697;UTM  14      - 5,237,976.934   316,316.211   MT  1.00001467   -1 47 03.4
 SN1697
 SN1697                          SUPERSEDED SURVEY CONTROL
 SN1697
 SN1697  NAD 83(1986)-  47 16 10.31062(N)    101 25 42.13571(W) AD(       ) 4
 SN1697  NAD 27      -  47 16 10.30764(N)    101 25 40.56564(W) AD(       ) 3
 SN1697
 SN1697.Superseded values are not recommended for survey control.
 SN1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1697.See file dsdata.txt to determine how the superseded data were derived.
 SN1697
 SN1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1631637977(NAD 83)
 SN1697_MARKER: 45 = MICROWAVE TOWER
 SN1697
 SN1697  HISTORY     - Date     Condition        Report By
 SN1697  HISTORY     - 1967     FIRST OBSERVED   USGS
 SN1697
 SN1697                          STATION DESCRIPTION
 SN1697
 SN1697'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1679 ***********************************************************************
 SN1679  DESIGNATION -  HANOVER ST HWY DEPT RADIO MAST
 SN1679  PID         -  SN1679
 SN1679  STATE/COUNTY-  ND/OLIVER
 SN1679  USGS QUAD   -  HANNOVER NW (1968)
 SN1679
 SN1679                         *CURRENT SURVEY CONTROL
 SN1679  ___________________________________________________________________
 SN1679* NAD 83(1996)-  47 11 09.58484(N)    101 25 42.31076(W)     ADJUSTED  
 SN1679* NAVD 88     -                                                        
 SN1679  ___________________________________________________________________
 SN1679  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 SN1679  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SN1679
 SN1679  HORZ ORDER  -  THIRD
 SN1679
 SN1679.The horizontal coordinates were established by classical geodetic methods
 SN1679.and adjusted by the National Geodetic Survey in January 1998..
 SN1679
 SN1679
 SN1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1679
 SN1679.The geoid height was determined by GEOID03.
 SN1679
 SN1679;                    North         East     Units Scale Factor Converg.
 SN1679;SPC ND S     -   169,302.211   529,638.365   MT  0.99995463   -0 40 37.8
 SN1679;SPC ND S     -   555,453.45  1,737,658.68   iFT  0.99995463   -0 40 37.8
 SN1679;UTM  14      - 5,228,694.343   316,023.803   MT  1.00001600   -1 46 54.8
 SN1679
 SN1679                          SUPERSEDED SURVEY CONTROL
 SN1679
 SN1679  NAD 83(1986)-  47 11 09.58329(N)    101 25 42.29829(W) AD(       ) 4
 SN1679  NAD 27      -  47 11 09.58577(N)    101 25 40.72312(W) AD(       ) 3
 SN1679
 SN1679.Superseded values are not recommended for survey control.
 SN1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1679.See file dsdata.txt to determine how the superseded data were derived.
 SN1679
 SN1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1602428694(NAD 83)
 SN1679_MARKER: 42 = RADIO/TV MAST
 SN1679
 SN1679  HISTORY     - Date     Condition        Report By
 SN1679  HISTORY     - 1967     FIRST OBSERVED   USGS
 SN1679
 SN1679                          STATION DESCRIPTION
 SN1679
 SN1679'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2141 ***********************************************************************
 TE2141  DESIGNATION -  HANS
 TE2141  PID         -  TE2141
 TE2141  STATE/COUNTY-  ND/TOWNER
 TE2141  USGS QUAD   -  HANSBORO NE (1969)
 TE2141
 TE2141                         *CURRENT SURVEY CONTROL
 TE2141  ___________________________________________________________________
 TE2141* NAD 83(1996)-  48 58 35.09400(N)    099 20 40.03752(W)     ADJUSTED  
 TE2141* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 TE2141  ___________________________________________________________________
 TE2141  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 TE2141  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 TE2141
 TE2141  HORZ ORDER  -  THIRD
 TE2141
 TE2141.The horizontal coordinates were established by classical geodetic methods
 TE2141.and adjusted by the National Geodetic Survey in January 1998..
 TE2141
 TE2141.The orthometric height was scaled from a topographic map.
 TE2141
 TE2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2141
 TE2141.The geoid height was determined by GEOID03.
 TE2141
 TE2141;                    North         East     Units Scale Factor Converg.
 TE2141;SPC ND N     -   220,389.602   684,594.897   MT  1.00005730   +0 51 35.6
 TE2141;SPC ND N     -   723,063.00  2,246,046.25   iFT  1.00005730   +0 51 35.6
 TE2141;UTM  14      - 5,424,891.117   474,793.829   MT  0.99960780   -0 15 35.5
 TE2141
 TE2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2141!SPC ND N     -   0.99993000  x   1.00005730  =   0.99998730
 TE2141!UTM  14      -   0.99993000  x   0.99960780  =   0.99953783
 TE2141
 TE2141:                Primary Azimuth Mark                     Grid Az
 TE2141:SPC ND N     -  FIELD                                    273 01 36.6
 TE2141:UTM  14      -  FIELD                                    274 08 47.7
 TE2141
 TE2141|---------------------------------------------------------------------|
 TE2141| PID    Reference Object                     Distance      Geod. Az  |
 TE2141|                                                           dddmmss.s |
 TE2141| TE2135 FIELD                               APPROX. 9.4 KM 2735312.2 |
 TE2141|---------------------------------------------------------------------|
 TE2141
 TE2141                          SUPERSEDED SURVEY CONTROL
 TE2141
 TE2141  NAD 83(1986)-  48 58 35.09512(N)    099 20 40.00104(W) AD(       ) 3
 TE2141
 TE2141.Superseded values are not recommended for survey control.
 TE2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2141.See file dsdata.txt to determine how the superseded data were derived.
 TE2141
 TE2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7479424891(NAD 83)
 TE2141_MARKER: DD = SURVEY DISK
 TE2141_SETTING: 0 = UNSPECIFIED SETTING
 TE2141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE2141
 TE2141  HISTORY     - Date     Condition        Report By
 TE2141  HISTORY     - 1911     MONUMENTED       IBC
 TE2141
 TE2141                          STATION DESCRIPTION
 TE2141
 TE2141'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2141'ABOUT 1-1/2 MILES SOUTH OF THE INTERNATIONAL BOUNDARY, NEARLY MIDWAY
 TE2141'BETWEEN MONUMENTS 734 AND 735, ON THE HIGHEST PART OF A SHARP GRAVEL
 TE2141'KNOLL IN NW 1/4 SECTION 4, TOWNSHIP 163 N, RANGE 67 W, FIFTH PRINCIPAL
 TE2141'MERIDIAN.  THERE IS A CUT ABOUT 10 FEET DEEP THROUGH THE KNOLL JUST
 TE2141'EAST OF THE STATION.  A LARGE RED BARN AND FARMHOUSE ARE ABOUT 210
 TE2141'METERS NORTH OF EAST FROM THE STATION AND THERE IS ANOTHER LARGE RED
 TE2141'BARN NORTH OF WEST FROM THE STATION.
 TE2141'
 TE2141'STATION MARK--ORIGINALLY MARKED BY A WOODEN HUB.  THE STATION WAS
 TE2141'RE - MARKED IN 1919.  THE SURFACE MARK IS A BRONZE DISK SET IN A
 TE2141'STONE 10 BY 14 BY 18 INCHES, THE TOP OF WHICH IS FLUSH WITH THE
 TE2141'SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A CROSS CUT IN A STONE
 TE2141'8 BY 12 BY 16 INCHES, SET 24 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1964 ***********************************************************************
 TE1964  DESIGNATION -  HANSBORO
 TE1964  PID         -  TE1964
 TE1964  STATE/COUNTY-  ND/TOWNER
 TE1964  USGS QUAD   -  HANSBORO (1969)
 TE1964
 TE1964                         *CURRENT SURVEY CONTROL
 TE1964  ___________________________________________________________________
 TE1964* NAD 83(1996)-  48 55 22.75306(N)    099 25 00.66631(W)     ADJUSTED  
 TE1964* NAVD 88     -       504.5    (meters)    1655.     (feet)  VERTCON   
 TE1964  ___________________________________________________________________
 TE1964  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 TE1964  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 TE1964
 TE1964  HORZ ORDER  -  SECOND
 TE1964
 TE1964.The horizontal coordinates were established by classical geodetic methods
 TE1964.and adjusted by the National Geodetic Survey in January 1998..
 TE1964
 TE1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1964
 TE1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1964
 TE1964.The geoid height was determined by GEOID03.
 TE1964
 TE1964;                    North         East     Units Scale Factor Converg.
 TE1964;SPC ND N     -   214,371.176   679,378.829   MT  1.00004314   +0 48 21.6
 TE1964;SPC ND N     -   703,317.51  2,228,933.17   iFT  1.00004314   +0 48 21.6
 TE1964;UTM  14      - 5,418,978.403   469,463.467   MT  0.99961146   -0 18 51.3
 TE1964
 TE1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1964!SPC ND N     -   0.99992447  x   1.00004314  =   0.99996761
 TE1964!UTM  14      -   0.99992447  x   0.99961146  =   0.99953596
 TE1964
 TE1964|---------------------------------------------------------------------|
 TE1964| PID    Reference Object                     Distance      Geod. Az  |
 TE1964|                                                           dddmmss.s |
 TE1964| CO6948 HANSBORO RM 2                         9.583 METERS 01955     |
 TE1964| TE1961 HANSBORO S ELEVATOR VENT            APPROX. 4.4 KM 0432454.2 |
 TE1964| CO6947 HANSBORO RM 1                        11.138 METERS 18215     |
 TE1964|---------------------------------------------------------------------|
 TE1964
 TE1964                          SUPERSEDED SURVEY CONTROL
 TE1964
 TE1964  NAD 83(1986)-  48 55 22.75359(N)    099 25 00.63972(W) AD(       ) 2
 TE1964  NAD 27      -  48 55 22.72460(N)    099 24 59.12846(W) AD(       ) 2
 TE1964  NGVD 29 (07/19/86)  504.1    (m)         1654.     (f) VERT ANG       
 TE1964
 TE1964.Superseded values are not recommended for survey control.
 TE1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1964.See file dsdata.txt to determine how the superseded data were derived.
 TE1964
 TE1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6946318978(NAD 83)
 TE1964_MARKER: DD = SURVEY DISK
 TE1964_SETTING: 0 = UNSPECIFIED SETTING
 TE1964
 TE1964  HISTORY     - Date     Condition        Report By
 TE1964  HISTORY     - 1968     MONUMENTED       USGS
 TE1964
 TE1964                          STATION DESCRIPTION
 TE1964
 TE1964'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1964'THE STATION IS ABOUT 2.6 MI SW. OF HANSBORO, NEAR THE COR. OF SECS.
 TE1964'23, 24, 25 AND 26, 0.9 MI S. OF A RD. N. AND RD. W., 21 FT W. OF A
 TE1964'TRAIL ON TOP OF HIGHEST GRASSY KNOLL IN VICINITY.
 TE1964'
 TE1964'TO REACH FROM THE CENTER OF HANSBORO, GO 0.25 MI S. ON COUNTY RD. TO
 TE1964'A T-RD. N., TURN RIGHT AND GO 1.7 MI W. TO A T-RD. S., TURN LEFT AND
 TE1964'GO 1.9 MI S. TO TOP OF SMALL GRASSY KNOLL AND STATION ON RIGHT.
 TE1964'
 TE1964'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1964'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL
 TE1964'TO WITHIN 1 IN. OF CAP, STAMPED ET HANSBORO 1968, 21 FT W. OF
 TE1964'CENTER OF TRAIL, 26 FT N. OF CENTER OF ROCK PILE AND 16.3 FT W. OF
 TE1964'USGS WITNESS POST AND IS FLUSH WITH THE GROUND.
 TE1964'
 TE1964'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1964'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1964'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HANSBORO NO 1 1968, IT IS 25
 TE1964'FT W. OF A TRAIL AND IS FLUSH WITH THE GROUND.
 TE1964'
 TE1964'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1964'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1964'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HANSBORO NO 2 1968, IT IS
 TE1964'8.0 FT W. OF A TRAIL AND IS FLUSH WITH THE GROUND.
 TE1964'
 TE1964'NO AZIMUTH MARK SET.
 TE1964'
 TE1964'REFERENCE AZIMUTH USED - VENT ON TOP OF S. ELEVATOR IN HANSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1961 ***********************************************************************
 TE1961  DESIGNATION -  HANSBORO S ELEVATOR VENT
 TE1961  PID         -  TE1961
 TE1961  STATE/COUNTY-  ND/TOWNER
 TE1961  USGS QUAD   -  HANSBORO (1969)
 TE1961
 TE1961                         *CURRENT SURVEY CONTROL
 TE1961  ___________________________________________________________________
 TE1961* NAD 83(1996)-  48 57 05.86370(N)    099 22 32.50001(W)     ADJUSTED  
 TE1961* NAVD 88     -                                                        
 TE1961  ___________________________________________________________________
 TE1961  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 TE1961  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 TE1961
 TE1961  HORZ ORDER  -  THIRD
 TE1961
 TE1961.The horizontal coordinates were established by classical geodetic methods
 TE1961.and adjusted by the National Geodetic Survey in January 1998..
 TE1961
 TE1961
 TE1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1961
 TE1961.The geoid height was determined by GEOID03.
 TE1961
 TE1961;                    North         East     Units Scale Factor Converg.
 TE1961;SPC ND N     -   217,599.440   682,348.332   MT  1.00005062   +0 50 11.9
 TE1961;SPC ND N     -   713,908.92  2,238,675.63   iFT  1.00005062   +0 50 11.9
 TE1961;UTM  14      - 5,422,146.617   472,494.186   MT  0.99960929   -0 17 00.0
 TE1961
 TE1961                          SUPERSEDED SURVEY CONTROL
 TE1961
 TE1961  NAD 83(1986)-  48 57 05.86240(N)    099 22 32.47274(W) AD(       ) 4
 TE1961  NAD 27      -  48 57 05.82947(N)    099 22 30.97442(W) AD(       ) 3
 TE1961
 TE1961.Superseded values are not recommended for survey control.
 TE1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1961.See file dsdata.txt to determine how the superseded data were derived.
 TE1961
 TE1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV7249422147(NAD 83)
 TE1961_MARKER: 65 = GRAIN ELEVATOR
 TE1961
 TE1961  HISTORY     - Date     Condition        Report By
 TE1961  HISTORY     - 1968     FIRST OBSERVED   USGS
 TE1961
 TE1961                          STATION DESCRIPTION
 TE1961
 TE1961'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1961'VENT ON TOP OF S. ELEVATOR IN HANSBORO, NEAR THE CENTER OF THE
 TE1961'SE. QUARTER OF SEC. 7, T. 163 N., R. 67 W.
 TE1961'
 TE1961'THE STATION WAS INTERSECTED FROM ET STATIONS FRED, AND HANSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1842 ***********************************************************************
 TG1842  DESIGNATION -  HANSEN
 TG1842  PID         -  TG1842
 TG1842  STATE/COUNTY-  ND/DIVIDE
 TG1842  USGS QUAD   -  AMBROSE (1948)
 TG1842
 TG1842                         *CURRENT SURVEY CONTROL
 TG1842  ___________________________________________________________________
 TG1842* NAD 83(1996)-  48 56 16.68114(N)    103 25 18.32482(W)     ADJUSTED  
 TG1842* NAVD 88     -       661.3    (meters)    2170.     (feet)  VERTCON   
 TG1842  ___________________________________________________________________
 TG1842  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 TG1842  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG1842
 TG1842  HORZ ORDER  -  FIRST
 TG1842
 TG1842.The horizontal coordinates were established by classical geodetic methods
 TG1842.and adjusted by the National Geodetic Survey in January 1998..
 TG1842
 TG1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1842
 TG1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1842
 TG1842.The geoid height was determined by GEOID03.
 TG1842
 TG1842;                    North         East     Units Scale Factor Converg.
 TG1842;SPC ND N     -   219,539.854   385,985.737   MT  1.00004702   -2 10 27.0
 TG1842;SPC ND N     -   720,275.11  1,266,357.40   iFT  1.00004702   -2 10 27.0
 TG1842;UTM  13      - 5,421,760.282   615,577.989   MT  0.99976411   +1 11 24.4
 TG1842
 TG1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1842!SPC ND N     -   0.99989934  x   1.00004702  =   0.99994635
 TG1842!UTM  13      -   0.99989934  x   0.99976411  =   0.99966347
 TG1842
 TG1842|---------------------------------------------------------------------|
 TG1842| PID    Reference Object                     Distance      Geod. Az  |
 TG1842|                                                           dddmmss.s |
 TG1842| CQ7771 HANSEN RM 1                          24.018 METERS 08959     |
 TG1842| CQ7772 HANSEN RM 2                          35.933 METERS 18639     |
 TG1842| TG1846 HANSEN AZ MK                        499.736 METERS 2654838.9 |
 TG1842|---------------------------------------------------------------------|
 TG1842
 TG1842                          SUPERSEDED SURVEY CONTROL
 TG1842
 TG1842  NAD 83(1986)-  48 56 16.68401(N)    103 25 18.31413(W) AD(       ) 1
 TG1842  NAD 27      -  48 56 16.56200(N)    103 25 16.63500(W) AD(       ) 1
 TG1842  NGVD 29 (07/19/86)  660.8    (m)         2168.     (f) VERT ANG       
 TG1842
 TG1842.Superseded values are not recommended for survey control.
 TG1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1842.See file dsdata.txt to determine how the superseded data were derived.
 TG1842
 TG1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1557821760(NAD 83)
 TG1842_MARKER: DS = TRIANGULATION STATION DISK
 TG1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1842
 TG1842  HISTORY     - Date     Condition        Report By
 TG1842  HISTORY     - 1923     MONUMENTED       GSC
 TG1842  HISTORY     - 1935     GOOD             CGS
 TG1842  HISTORY     - 1976     GOOD             NGS
 TG1842
 TG1842                          STATION DESCRIPTION
 TG1842
 TG1842'DESCRIBED BY GEODETIC SURVEY OF CANADA 1923
 TG1842'IN THE SOUTHEAST CORNER OF SE 1/4 SEC. 17, T. 163 N., R. 98 W.,
 TG1842'FIFTH PRINCIPAL MERIDIAN.
 TG1842'
 TG1842'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TG1842'MARK.  THE REFERENCE MARK IS A GENERAL LAND OFFICE POST AT THE
 TG1842'SOUTHEAST CORNER OF THE ABOVE SECTION, 24.7 METERS FROM THE
 TG1842'STATION S 80 DEG 51 MIN E.
 TG1842
 TG1842                          STATION RECOVERY (1935)
 TG1842
 TG1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1842'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 TG1842
 TG1842                          STATION RECOVERY (1976)
 TG1842
 TG1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TG1842'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, THE GLO MARK RM WAS
 TG1842'NOT RECOVERED.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE
 TG1842'ESTABLISHED AT THIS TIME.
 TG1842'
 TG1842'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TG1842'
 TG1842'THE STATION IS LOCATED ABOUT 5.2 MILES WEST-NORTHWEST OF CROSBY, 4
 TG1842'MILES SOUTHEAST OF AMBROSE, 1.2 MILES SOUTH OF THE BURLINGTON
 TG1842'NORTHERN RAILROAD TRACKS, AND IN THE SOUTHEAST CORNER OF SECTION 17,
 TG1842'T. 163 N, R. 98W.  IT IS ON THE PROPERTY OF MR. EDWARD SIMS WHOSE
 TG1842'PHONE NUMBER IS 965-6275 IN CROSBY.
 TG1842'
 TG1842'TO REACH THE STATION FROM THE DIVIDE COUNTY COURT HOUSE IN CROSBY, GO
 TG1842'SOUTH ON MAIN STREET FOR 0.45 MILE TO FIFTH AVENUE SOUTHWEST.  TURN
 TG1842'RIGHT AND GO SOUTHWEST ON FIFTH AVENUE FOR 0.4 MILE TO THE JUNCTION
 TG1842'OF STATE HIGHWAY 5.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 5 FOR
 TG1842'4.2 MILES TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON
 TG1842'THE GRAVEL ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 TG1842'WEST FOR 1.0 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 TG1842'AZIMUTH MARK, CONTINUE WEST ON THE GRAVEL ROAD FOR 0.35 MILE TO
 TG1842'THE MARK ON THE LEFT.
 TG1842'
 TG1842'STATION MARK IS A STANDARD DISK STAMPED B-360 1935 SET IN THE TOP OF
 TG1842'A 12 BY 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 TG1842'GROUND.  IT IS 118 FEET NORTH OF A POWER POLE, 44 FEET NORTH OF
 TG1842'THE CENTER OF A GRAVEL ROAD AND 3.5 FEET NORTHEAST OF A METAL
 TG1842'WITNESS POST WITH SIGN.  A STEEL ROD WAS DRIVEN BY THE STATION MARK.
 TG1842'
 TG1842'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HANSEN NO 1 1923 1976,
 TG1842'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 TG1842'1 INCH ABOVE GROUND.  IT IS 79 FEET EAST OF THE METAL WITNESS
 TG1842'POST, 43 FEET NORTH OF THE CENTER OF THE ROAD AND 1.5 FEET WEST OF
 TG1842'A CORNER POST.
 TG1842'
 TG1842'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HANSEN NO 2 1923 1976,
 TG1842'SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 TG1842'4 INCHES ABOVE GROUND.  IT IS 73 FEET SOUTH OF THE CENTER OF THE
 TG1842'GRAVEL ROAD, 44 FEET SOUTH OF THE METAL WITNESS POST, AND 2.5 FEET
 TG1842'EAST OF A POWER POLE.
 TG1842'
 TG1842'AZIMUTH MARK IS A STANDARD DISK STAMPED HANSEN 1923 1976 SET IN THE
 TG1842'TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1 INCH
 TG1842'ABOVE GROUND.  IT IS 75 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 3
 TG1842'FEET EAST OF A POWER POLE AND 1.5 FEET SOUTH OF A WITNESS POST
 TG1842'WITH SIGH.
 TG1842'
 TG1842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 TG1842'OF AMBROSE.
 TG1842'
 TG1842'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1967 ***********************************************************************
 TG1967  DESIGNATION -  HANSEN
 TG1967  PID         -  TG1967
 TG1967  STATE/COUNTY-  ND/DIVIDE
 TG1967  USGS QUAD   -  
 TG1967
 TG1967                         *CURRENT SURVEY CONTROL
 TG1967  ___________________________________________________________________
 TG1967* NAD 83(1996)-  49 00 27.92248(N)    103 06 49.24340(W)     ADJUSTED  
 TG1967* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 TG1967  ___________________________________________________________________
 TG1967  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 TG1967  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG1967
 TG1967  HORZ ORDER  -  THIRD
 TG1967
 TG1967.The horizontal coordinates were established by classical geodetic methods
 TG1967.and adjusted by the National Geodetic Survey in January 1998..
 TG1967
 TG1967.The orthometric height was scaled from a topographic map.
 TG1967
 TG1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1967
 TG1967.The geoid height was determined by GEOID03.
 TG1967
 TG1967;                    North         East     Units Scale Factor Converg.
 TG1967;SPC ND N     -   226,485.844   408,806.238   MT  1.00006602   -1 56 41.7
 TG1967;SPC ND N     -   743,063.79  1,341,227.81   iFT  1.00006602   -1 56 41.7
 TG1967;UTM  13      - 5,430,032.258   637,945.427   MT  0.99983377   +1 25 26.5
 TG1967
 TG1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1967!SPC ND N     -   0.99991144  x   1.00006602  =   0.99997746
 TG1967!UTM  13      -   0.99991144  x   0.99983377  =   0.99974523
 TG1967
 TG1967:                Primary Azimuth Mark                     Grid Az
 TG1967:SPC ND N     -  BURNER                                   089 22 50.3
 TG1967:UTM  13      -  BURNER                                   086 00 42.1
 TG1967
 TG1967|---------------------------------------------------------------------|
 TG1967| PID    Reference Object                     Distance      Geod. Az  |
 TG1967|                                                           dddmmss.s |
 TG1967| TG1940 BURNER                              APPROX. 3.9 KM 0872608.6 |
 TG1967|---------------------------------------------------------------------|
 TG1967
 TG1967                          SUPERSEDED SURVEY CONTROL
 TG1967
 TG1967  NAD 83(1986)-  49 00 27.92370(N)    103 06 49.23674(W) AD(       ) 3
 TG1967
 TG1967.Superseded values are not recommended for survey control.
 TG1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1967.See file dsdata.txt to determine how the superseded data were derived.
 TG1967
 TG1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3794530032(NAD 83)
 TG1967_MARKER: DD = SURVEY DISK
 TG1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1967+STABILITY: SURFACE MOTION
 TG1967
 TG1967  HISTORY     - Date     Condition        Report By
 TG1967  HISTORY     - 1911     MONUMENTED       IBC
 TG1967
 TG1967                          STATION DESCRIPTION
 TG1967
 TG1967'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1967'ABOUT ONE - HALF MILE NORTH OF THE INTERNATIONAL BOUNDARY, MIDWAY
 TG1967'BETWEEN MONUMENTS 612 AND 613, IN NW 1/4 SECTION 2, TOWNSHIP 1,
 TG1967'RANGE 9 W, SECOND MERIDIAN.  THE STATION IS ON A FLAT - TOPPED KNOLL
 TG1967'ABOUT 100 METERS NORTH OF THE EAST - AND - WEST ROAD AND 400 METERS
 TG1967'WEST OF THE HOUSE NEAR THE CENTER OF THE SECTION.
 TG1967'
 TG1967'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TG1967'CONCRETE BLOCK BURIED ABOUT 20 INCHES IN THE GROUND, WITH A FEW ROCKS
 TG1967'PLACED IN THE HOLE BEFORE FILLING WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0581 ***********************************************************************
 TG0581  DESIGNATION -  HANSON
 TG0581  PID         -  TG0581
 TG0581  STATE/COUNTY-  ND/MOUNTRAIL
 TG0581  USGS QUAD   -  PALERMO NW (1981)
 TG0581
 TG0581                         *CURRENT SURVEY CONTROL
 TG0581  ___________________________________________________________________
 TG0581* NAD 83(1996)-  48 28 38.64663(N)    102 12 53.01226(W)     ADJUSTED  
 TG0581* NAVD 88     -       707.189  (meters)    2320.17   (feet)  ADJUSTED  
 TG0581  ___________________________________________________________________
 TG0581  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 TG0581  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0581  DYNAMIC HT  -         707.309 (meters)    2320.56  (feet)  COMP
 TG0581  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 TG0581
 TG0581  HORZ ORDER  -  SECOND
 TG0581  VERT ORDER  -  SECOND    CLASS 0
 TG0581
 TG0581.The horizontal coordinates were established by classical geodetic methods
 TG0581.and adjusted by the National Geodetic Survey in January 1998..
 TG0581
 TG0581.The orthometric height was determined by differential leveling
 TG0581.and adjusted by the National Geodetic Survey in June 1991..
 TG0581
 TG0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0581
 TG0581.The geoid height was determined by GEOID03.
 TG0581
 TG0581.The dynamic height is computed by dividing the NAVD 88
 TG0581.geopotential number by the normal gravity value computed on the
 TG0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0581.degrees latitude (g = 980.6199 gals.).
 TG0581
 TG0581.The modeled gravity was interpolated from observed gravity values.
 TG0581
 TG0581;                    North         East     Units Scale Factor Converg.
 TG0581;SPC ND N     -   165,673.768   473,238.678   MT  0.99995932   -1 16 33.5
 TG0581;SPC ND N     -   543,549.11  1,552,620.33   iFT  0.99995932   -1 16 33.5
 TG0581;UTM  13      - 5,373,110.818   705,835.068   MT  1.00012057   +2 05 09.8
 TG0581
 TG0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0581!SPC ND N     -   0.99989212  x   0.99995932  =   0.99985144
 TG0581!UTM  13      -   0.99989212  x   1.00012057  =   1.00001267
 TG0581
 TG0581:                Primary Azimuth Mark                     Grid Az
 TG0581:SPC ND N     -  SHIPTON                                  065 29 27.7
 TG0581:UTM  13      -  SHIPTON                                  062 07 44.4
 TG0581
 TG0581|---------------------------------------------------------------------|
 TG0581| PID    Reference Object                     Distance      Geod. Az  |
 TG0581|                                                           dddmmss.s |
 TG0581| TG1775 SHIPTON                             APPROX. 3.1 KM 0641254.2 |
 TG0581| TG0580 HANSON RM 1                          15.926 METERS 21737     |
 TG0581| TG0582 HANSON RM 2                          12.094 METERS 32819     |
 TG0581|---------------------------------------------------------------------|
 TG0581
 TG0581                          SUPERSEDED SURVEY CONTROL
 TG0581
 TG0581  NAD 83(1986)-  48 28 38.64706(N)    102 12 53.00623(W) AD(       ) 2
 TG0581  NAD 27      -  48 28 38.56010(N)    102 12 51.42270(W) AD(       ) 2
 TG0581  NGVD 29 (??/??/92)  706.759  (m)         2318.76   (f) ADJ UNCH    2 0
 TG0581
 TG0581.Superseded values are not recommended for survey control.
 TG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0581.See file dsdata.txt to determine how the superseded data were derived.
 TG0581
 TG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0583573111(NAD 83)
 TG0581_MARKER: DS = TRIANGULATION STATION DISK
 TG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0581_STAMPING: HANSON 1962
 TG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0581+STABILITY: SURFACE MOTION
 TG0581
 TG0581  HISTORY     - Date     Condition        Report By
 TG0581  HISTORY     - 1962     MONUMENTED       CGS
 TG0581  HISTORY     - 1963     GOOD             NGS
 TG0581
 TG0581                          STATION DESCRIPTION
 TG0581
 TG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0581'THE STATION IS LOCATED 1/2 MILE EAST AND 9-1/2 MILES NORTH
 TG0581'OF THE TOWN OF PALERMO, IN THE SE 1/4 OF SEC. 30, T158N, R89W,
 TG0581'ON THE HIGHEST POINT OF A GRASSY KNOLL, ABOUT 600 FEET WEST OF
 TG0581'A NORTH SOUTH ROAD.
 TG0581'
 TG0581'TO REACH FROM THE POST OFFICE IN PALERMO, GO NORTH ON THE MAIN
 TG0581'STREET FOR 0.2 MILE TO U.S. HIGHWAY 2.  TURN RIGHT AND GO EAST
 TG0581'FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 TG0581'THE GRAVELED ROAD, FOLLOW THE GRAVELED ROAD NORTH EAST AND
 TG0581'NORTH FOR 9.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 TG0581'WEST FOR 0.05 MILE.  HERE TURN RIGHT AND GO DOWN THROUGH THE
 TG0581'GRADER DITCH AND GO NORTH NORTH WEST FOR 0.3 MILE TO THE
 TG0581'HIGHEST POINT AND THE STATION.
 TG0581'
 TG0581'THE STATION MARK IS A STANDARD DISK STAMPED HANSON 1962 AND
 TG0581'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TG0581'FLUSH WITH THE GROUND.  IT IS 4.3 FEET WEST SOUTH WEST OF A WITNESS
 TG0581'POST.
 TG0581'
 TG0581'REFERENCE MARK NO. 1, STAMPED HANSON NO 1 1962, IS A STANDARD
 TG0581'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG0581'WHICH IS FLUSH WITH THE GROUND.  IT IS 56.1 FEET SOUTHWEST
 TG0581'OF A WITNESS POST.
 TG0581'
 TG0581'REFERENCE MARK NO. 2, STAMPED HANSON NO 2 1962, IS A STANDARD
 TG0581'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0581'IS FLUSH WITH THE GROUND.  IT IS 40.8 FEET NORTHWEST OF A
 TG0581'WITNESS POST.
 TG0581'
 TG0581'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 75.8 FEET.
 TG0581
 TG0581                          STATION RECOVERY (1963)
 TG0581
 TG0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0581'10.0 MI N FROM PALERMO.
 TG0581'ABOUT 10.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND
 TG0581'U.S. HIGHWAY 2 AT PALERMO, ABOUT 0.25 MILE NORTH OF THE JUNCTION OF A
 TG0581'GRAVELED ROAD LEADING WEST, ABOUT 195 YARDS WEST OF THE ROAD, ON TOP
 TG0581'OF AND NEAR THE CENTER OF THE HIGHEST PEAK IN THE VICINITY, 4.3 FEET
 TG0581'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE PEAK,
 TG0581'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 30, R 89 W,
 TG0581'T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0580 ***********************************************************************
 TG0580  DESIGNATION -  HANSON RM 1
 TG0580  PID         -  TG0580
 TG0580  STATE/COUNTY-  ND/MOUNTRAIL
 TG0580  USGS QUAD   -  PALERMO NW (1981)
 TG0580
 TG0580                         *CURRENT SURVEY CONTROL
 TG0580  ___________________________________________________________________
 TG0580* NAD 83(1986)-  48 28 38.     (N)    102 12 53.     (W)     SCALED    
 TG0580* NAVD 88     -       706.557  (meters)    2318.10   (feet)  ADJUSTED  
 TG0580  ___________________________________________________________________
 TG0580  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0580  DYNAMIC HT  -         706.677 (meters)    2318.49  (feet)  COMP
 TG0580  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 TG0580
 TG0580  VERT ORDER  -  SECOND    CLASS 0
 TG0580
 TG0580.The horizontal coordinates were scaled from a topographic map and have
 TG0580.an estimated accuracy of +/- 6 seconds.
 TG0580
 TG0580.The orthometric height was determined by differential leveling
 TG0580.and adjusted by the National Geodetic Survey in June 1991..
 TG0580
 TG0580.The geoid height was determined by GEOID03.
 TG0580
 TG0580.The dynamic height is computed by dividing the NAVD 88
 TG0580.geopotential number by the normal gravity value computed on the
 TG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0580.degrees latitude (g = 980.6199 gals.).
 TG0580
 TG0580.The modeled gravity was interpolated from observed gravity values.
 TG0580
 TG0580;                    North         East    Units  Estimated Accuracy
 TG0580;SPC ND N     -   165,650.      473,240.      MT  (+/- 180 meters Scaled)
 TG0580
 TG0580                          SUPERSEDED SURVEY CONTROL
 TG0580
 TG0580  NGVD 29 (??/??/92)  706.127  (m)         2316.68   (f) ADJ UNCH    2 0
 TG0580
 TG0580.Superseded values are not recommended for survey control.
 TG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0580.See file dsdata.txt to determine how the superseded data were derived.
 TG0580
 TG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058730(NAD 83)
 TG0580_MARKER: DR = REFERENCE MARK DISK
 TG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0580_STAMPING: HANSON NO 1 1962
 TG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0580+STABILITY: SURFACE MOTION
 TG0580
 TG0580  HISTORY     - Date     Condition        Report By
 TG0580  HISTORY     - 1962     MONUMENTED       CGS
 TG0580  HISTORY     - 1963     GOOD             NGS
 TG0580
 TG0580                          STATION DESCRIPTION
 TG0580
 TG0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0580'10.0 MI N FROM PALERMO.
 TG0580'ABOUT 10.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND
 TG0580'U.S. HIGHWAY 2 AT PALERMO, ABOUT 0.25 MILE NORTH OF THE JUNCTION OF A
 TG0580'GRAVELED ROAD LEADING WEST, ABOUT 200 YARDS WEST OF THE ROAD, ON THE
 TG0580'TOP OF THE HIGHEST PEAK IN THE VICINITY, 52.3 FEET SOUTHWEST OF THE
 TG0580'STATION MARK, ABOUT 3 FEET BELOW THE LEVEL OF THE TOP OF THE PEAK, AND
 TG0580'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 30, R 89 W, T
 TG0580'158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0582 ***********************************************************************
 TG0582  DESIGNATION -  HANSON RM 2
 TG0582  PID         -  TG0582
 TG0582  STATE/COUNTY-  ND/MOUNTRAIL
 TG0582  USGS QUAD   -  PALERMO NW (1981)
 TG0582
 TG0582                         *CURRENT SURVEY CONTROL
 TG0582  ___________________________________________________________________
 TG0582* NAD 83(1986)-  48 28 38.     (N)    102 12 53.     (W)     SCALED    
 TG0582* NAVD 88     -       706.718  (meters)    2318.62   (feet)  ADJUSTED  
 TG0582  ___________________________________________________________________
 TG0582  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0582  DYNAMIC HT  -         706.838 (meters)    2319.02  (feet)  COMP
 TG0582  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 TG0582
 TG0582  VERT ORDER  -  SECOND    CLASS 0
 TG0582
 TG0582.The horizontal coordinates were scaled from a topographic map and have
 TG0582.an estimated accuracy of +/- 6 seconds.
 TG0582
 TG0582.The orthometric height was determined by differential leveling
 TG0582.and adjusted by the National Geodetic Survey in June 1991..
 TG0582
 TG0582.The geoid height was determined by GEOID03.
 TG0582
 TG0582.The dynamic height is computed by dividing the NAVD 88
 TG0582.geopotential number by the normal gravity value computed on the
 TG0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0582.degrees latitude (g = 980.6199 gals.).
 TG0582
 TG0582.The modeled gravity was interpolated from observed gravity values.
 TG0582
 TG0582;                    North         East    Units  Estimated Accuracy
 TG0582;SPC ND N     -   165,650.      473,240.      MT  (+/- 180 meters Scaled)
 TG0582
 TG0582                          SUPERSEDED SURVEY CONTROL
 TG0582
 TG0582  NGVD 29 (??/??/92)  706.288  (m)         2317.21   (f) ADJ UNCH    2 0
 TG0582
 TG0582.Superseded values are not recommended for survey control.
 TG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0582.See file dsdata.txt to determine how the superseded data were derived.
 TG0582
 TG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP058730(NAD 83)
 TG0582_MARKER: DR = REFERENCE MARK DISK
 TG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0582_STAMPING: HANSON NO 2 1962
 TG0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0582+STABILITY: SURFACE MOTION
 TG0582
 TG0582  HISTORY     - Date     Condition        Report By
 TG0582  HISTORY     - 1962     MONUMENTED       CGS
 TG0582  HISTORY     - 1963     GOOD             NGS
 TG0582
 TG0582                          STATION DESCRIPTION
 TG0582
 TG0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0582'10.0 MI N FROM PALERMO.
 TG0582'ABOUT 10.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND
 TG0582'U.S. HIGHWAY 2 AT PALERMO, ABOUT 0.25 MILE NORTH OF THE JUNCTION OF A
 TG0582'GRAVELED ROAD LEADING WEST, ABOUT 200 YARDS WEST OF THE ROAD, ON TOP
 TG0582'OF THE HIGHEST PEAK IN THE VICINITY, 39.7 FEET NORTHWEST OF THE
 TG0582'STATION MARK, ABOUT 3 FEET BELOW THE LEVEL OF THE TOP OF THE PEAK, AND
 TG0582'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S 30, R 89 W, T
 TG0582'158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1801 ***********************************************************************
 TE1801  DESIGNATION -  HARDING
 TE1801  PID         -  TE1801
 TE1801  STATE/COUNTY-  ND/RAMSEY
 TE1801  USGS QUAD   -  STARKWEATHER SE (1994)
 TE1801
 TE1801                         *CURRENT SURVEY CONTROL
 TE1801  ___________________________________________________________________
 TE1801* NAD 83(1996)-  48 19 36.24757(N)    098 47 38.33466(W)     ADJUSTED  
 TE1801* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 TE1801  ___________________________________________________________________
 TE1801  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TE1801  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 TE1801
 TE1801  HORZ ORDER  -  FIRST
 TE1801
 TE1801.The horizontal coordinates were established by classical geodetic methods
 TE1801.and adjusted by the National Geodetic Survey in January 1998..
 TE1801
 TE1801.The orthometric height was scaled from a topographic map.
 TE1801
 TE1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1801
 TE1801.The geoid height was determined by GEOID03.
 TE1801
 TE1801;                    North         East     Units Scale Factor Converg.
 TE1801;SPC ND N     -   148,910.571   726,488.893   MT  0.99994475   +1 16 10.2
 TE1801;SPC ND N     -   488,551.74  2,383,493.74   iFT  0.99994475   +1 16 10.2
 TE1801;UTM  14      - 5,352,637.056   515,270.734   MT  0.99960287   +0 09 14.0
 TE1801
 TE1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1801!SPC ND N     -   0.99993271  x   0.99994475  =   0.99987746
 TE1801!UTM  14      -   0.99993271  x   0.99960287  =   0.99953561
 TE1801
 TE1801|---------------------------------------------------------------------|
 TE1801| PID    Reference Object                     Distance      Geod. Az  |
 TE1801|                                                           dddmmss.s |
 TE1801| AJ5302 HARDING RM 1                         65.925 METERS 02554     |
 TE1801| AJ5303 HARDING RM 2                         32.960 METERS 12451     |
 TE1801| TE1967 DE GROAT CHAIN LAKE LUTH CH         APPROX.18.1 KM 2694349.6 |
 TE1801| TE1802 SAINT PETER STS PETER PAUL CH       APPROX. 3.0 KM 2821217.7 |
 TE1801| AJ5301 HARDING AZ MK                                      3291235.8 |
 TE1801| TE1804 STARKWEATHER TRIN EVAN LUTH CH      APPROX.15.3 KM 3360438.3 |
 TE1801| TE1805 STARKWEATHER CATH CH CROSS          APPROX.15.1 KM 3363121.9 |
 TE1801| TE1797 STARKWEATHER SCHOOL FLAGPOLE        APPROX.15.2 KM 3364137.0 |
 TE1801|---------------------------------------------------------------------|
 TE1801
 TE1801                          SUPERSEDED SURVEY CONTROL
 TE1801
 TE1801  NAD 83(1986)-  48 19 36.24624(N)    098 47 38.33131(W) AD(       ) 1
 TE1801  NAD 27      -  48 19 36.22300(N)    098 47 36.88500(W) AD(       ) 1
 TE1801
 TE1801.Superseded values are not recommended for survey control.
 TE1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1801.See file dsdata.txt to determine how the superseded data were derived.
 TE1801
 TE1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1527152637(NAD 83)
 TE1801_MARKER: DS = TRIANGULATION STATION DISK
 TE1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1801_STAMPING: HARDING 1934
 TE1801_MARK LOGO: CGS   
 TE1801_PROJECTION: PROJECTING 35 CENTIMETERS
 TE1801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TE1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1801+STABILITY: SURFACE MOTION
 TE1801
 TE1801  HISTORY     - Date     Condition        Report By
 TE1801  HISTORY     - 1934     MONUMENTED       CGS
 TE1801  HISTORY     - 1968     GOOD             USGS
 TE1801  HISTORY     - 1973     GOOD             NGS
 TE1801  HISTORY     - 19850521 GOOD             NGS
 TE1801  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 TE1801
 TE1801                          STATION DESCRIPTION
 TE1801
 TE1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1801'STATION IS LOCATED ABOUT 3 MILES N AND 4 MILES E OF WEBSTER, IN SE
 TE1801'1/4 OF SEC. 18, T 156 N, R 63 W, ON HIGHEST GROUND IN VICINITY,
 TE1801'OWNED BY C.J. ZETTLER WHO LIVES 100 YARDS TO THE EASTWARD.
 TE1801'STATION IS PLACED 92 FEET W OF W EDGE OF GROVE OF SMALL TREES
 TE1801'ON CULTIVATED LAND, 9 FEET W OF WIRE FENCE, AND 14 INCHES
 TE1801'BELOW THE SURFACE.
 TE1801'
 TE1801'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 TE1801'STANDARD BRONZE DISKS SET IN CONCRETE.
 TE1801'
 TE1801'REFERENCE MARK NO. 1 IS NE OF THE STATION, SET IN FENCE LINE
 TE1801'AT NW CORNER OF GROVE OF TREES.
 TE1801'
 TE1801'REFERENCE MARK NO. 2 IS E OF STATION, SET AT W EDGE OF GROVE
 TE1801'OF TREES.
 TE1801'
 TE1801'AZIMUTH MARK IS LOCATED NW OF STATION.  IT IS REACHED BY
 TE1801'GOING E FROM DRIVEWAY TO ZETTLER FARM 0.2 MILE, THENCE N 1.0
 TE1801'MILE, THENCE W 0.7 MILE TO MARK ON S OF ROAD.  MARK IS PLACED
 TE1801'33 FEET S OF CENTER LINE OF ROAD SET ON CONTINUATION OF A N-S
 TE1801'FENCE LINE.
 TE1801'
 TE1801'TO REACH STATION FROM WEBSTER, GO N FROM RAILROAD STATION ON
 TE1801'STATE HIGHWAY 20 FOR 3.0 MILES TO ROAD LEADING E ACROSS TRACKS,
 TE1801'GO E ON GRAVEL ROAD 2.0 MILES TO END OF GRAVEL, THENCE E ON PRAIRIE
 TE1801'ROAD 1.9 MILES TO MR. ZETTLERS HOUSE AND STATION.
 TE1801'
 TE1801'HEIGHT OF LIGHT ABOVE STATION MARK- 22.30 METERS.
 TE1801
 TE1801                          STATION RECOVERY (1968)
 TE1801
 TE1801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1801'STATION MARK FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE
 TE1801'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND BUT NOT OBSERVED
 TE1801'BECAUSE OF TREES IN LINE AT SIGHT.  AZIMUTH MARK WAS NOT
 TE1801'FOUND.
 TE1801'
 TE1801'THE OLD DESCRIPTION IS ADEQUATE.
 TE1801
 TE1801                          STATION RECOVERY (1973)
 TE1801
 TE1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 TE1801'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 TE1801'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR,
 TE1801'BUT NOT RECOVERED, IT APPEARS TO HAVE BEEN GRADED OUT DURING
 TE1801'ROAD IMPROVEMENTS.  A NEW AZIMUTH MARK WAS NOT SET AS THERE
 TE1801'WERE NO OTHER OBJECTS VISIBLE FROM THE STATION.  THE ANGLE
 TE1801'BETWEEN THE REFERENCE MARKS WAS NOT OBSERVED AS THE LINE TO
 TE1801'REFERENCE MARK NO. 1 IS THROUGH A DENSE GROWTH OF TREES AND
 TE1801'BRUSH OF A SHELTER BELT FOR NEARLY THE FULL DISTANCE.
 TE1801'
 TE1801'A NEW DESCRIPTION FOLLOWS--
 TE1801'
 TE1801'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 4 MILES EAST OF
 TE1801'WEBSTER IN THE SE 1/4 OF SEC. 18, T 156 N, R 63 W, AT THE
 TE1801'WEST EDGE OF A SHELTER BELT AROUND TWO FARMSTEADS, ON A SMALL
 TE1801'RISE ABOUT 100 YARDS WEST OF THE HOME OF MR. C.J. ZETTLER, THE
 TE1801'PROPERTY OWNER.
 TE1801'
 TE1801'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20
 TE1801'AND COUNTY ROAD 8 IN WEBSTER, GO EAST ON COUNTY ROAD 8 FOR
 TE1801'4 MILES TO A GRAVELED CROSSROAD, TURN LEFT AND GO NORTH ON
 TE1801'THE GRAVELED ROAD 3 MILES TO A FARM DRIVEWAY ON THE LEFT,
 TE1801'FOLLOW THE DRIVEWAY WEST 0.2 MILE, PASSING THE TWO FARMSTEADS
 TE1801'ON THE RIGHT, AND GO TO THE WEST EDGE OF THE SHELTER BELT,
 TE1801'TURN RIGHT AND GO NORTH ALONG THE EAST EDGE OF A FIELD FOR 0.1
 TE1801'MILE TO THE HIGHEST GROUND AND THE STATION AS DESCRIBED.
 TE1801'
 TE1801'THE STATION MARK IS A STANDARD DISK STAMPED HARDING 1934, SET
 TE1801'IN A ROUND CONCRETE MONUMENT 12-INCHES BELOW GROUND SURFACE.
 TE1801'IT IS 15 FEET NORTHWEST OF A SMALL PILE OF ROCKS, 9 FEET WEST
 TE1801'OF AN ABANDONED FENCE LINE, 2 FEET EAST OF THE EAST EDGE OF
 TE1801'THE FIELD, AND 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 TE1801'
 TE1801'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HARDING NO
 TE1801'1 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TE1801'4-INCHES.  IT IS ABOUT 100 FEET SOUTH OF THE NORTH EDGE OF
 TE1801'THE WOODS, 80 FEET EAST OF THE EAST EDGE OF THE FIELD, 1.0
 TE1801'FOOT SOUTH OF A METAL WITNESS POST, AND ALONG THE WEST SIDE
 TE1801'OF AN ABANDONED FENCE LINE.  IT IS NORTHEAST OF THE STATION.
 TE1801'
 TE1801'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HARDING NO
 TE1801'2 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TE1801'4-INCHES.  IT IS 96 FEET EAST OF THE EAST EDGE OF THE FIELD,
 TE1801'81 FEET EAST OF THE OLD FENCE, 65 FEET EAST OF THE WEST EDGE
 TE1801'OF THE TREES, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, AND
 TE1801'AT THE WEST EDGE OF AN OLD FENCE AND LINE OF LARGE ROCKS.
 TE1801'THE MARK IS SOUTHEAST OF THE STATION.
 TE1801'
 TE1801'DISTANCE R.M. NO. 1 TO R.M. NO. 2 IS 255 FEET, ROUGH MEASUREMENT.
 TE1801'
 TE1801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 TE1801'NE OF WEBSTER
 TE1801
 TE1801                          STATION RECOVERY (1985)
 TE1801
 TE1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 TE1801'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TE1801'CONDITION.  OBSERVATIONS TO RM 1 AND RM 2 WERE NOT TAKEN, DUE TO THICK
 TE1801'VEGETATION AND THEY ARE DESTINED TO BE DESTROYED BY CLEARING THE AREA
 TE1801'FOR FARMING.  THE AZIMUTH MARK WAS NOT RECOVERED.  RM 3, RM 4 AND
 TE1801'AZIMUTH MARK 2 WERE ESTABLISHED THIS DATE.  NEW DESCRIPTIVE TEXT
 TE1801'FOLLOWS.
 TE1801' 
 TE1801'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST OF WEBSTER, ON
 TE1801'THE HIGHEST GROUND IN THE AREA, IN CULTIVATED FIELD. TO REACH THE
 TE1801'STATION FROM THE JUNCTION OF THE MAIN EAST-WEST ROAD AND HIGHWAY 20 IN
 TE1801'WEBSTER, GO EAST ON GRAVELED ROAD FOR 6.45 KM (4.00 MI) TURN LEFT AND
 TE1801'GO NORTH ON GRAVELED ROAD FOR 4.8 KM (3.00 MI) TO A FIELD ROAD LEFT.
 TE1801'TURN LEFT ON FIELD ROAD (OLD SECTION LINE) AND GO WEST 0.25 KM
 TE1801'(0.15 MI).  TURN RIGHT AND GO ACROSS FIELD, NORTH, FOR ABOUT 145
 TE1801'METERS (475.7 FT) TO THE STATION.
 TE1801' 
 TE1801'THE STATION IS A STANDARD CGS DISK STAMPED--HARDING 1934--, SET INTO
 TE1801'THE TOP OF A ROUND CONCRETE MONUMENT. 12 INCHES (30 CM) IN DIAMETER,
 TE1801'RECESSED 14 INCHES (35 CM) ABOVE THE GROUND.  LOCATED ON THE HIGHEST
 TE1801'PART OF THE IMMEDIATE SURROUNDING AREA, IN A CULTIVATED FIELD.
 TE1801'LOCATED 146 METERS (479.0 FT) NORTH FROM THE CENTER OF A SECTION LINE.
 TE1801'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HARDING 1934 NO 3
 TE1801'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 TE1801'(25 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 TE1801'LOCATED IN A NORTH-SOUTH SIXTEENTH LINE.  LOCATED 97.5 METERS
 TE1801'(319.9 FT) NORTH FROM THE CENTER OF A SECTION LINE.  0.3 METER
 TE1801'(1.0 FT) SOUTH FROM A CARSONITE WITNESS POST.  0.3 METER (1.0 FT)
 TE1801'NORTH FROM A METAL WITNESS POST AND 0.1 METER (0.3 FT) LOWER THAN THE
 TE1801'STATION.
 TE1801' 
 TE1801'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HARDING 1934 NO
 TE1801'4 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES
 TE1801'(25 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.
 TE1801'LOCATED IN A NORTH-SOUTH SIXTEENTH LINE.  LOCATED 97.5 METERS
 TE1801'(319.9 FT) NORTH FROM THE CENTER OF A SECTION LINE.  0.3 METER
 TE1801'(1.0 FT) SOUTH FROM A CARSONITE WITNESS POST.  0.3 METER (1.0 FT)
 TE1801'NORTH FROM A METAL WITNESS POST AND 0.1 METER (0.3 FT) LOWER THAN THE
 TE1801'STATION.
 TE1801' 
 TE1801'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--HARDING 1934 NO 2
 TE1801'1985--, SET INTO DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 TE1801'BRIDGE DECK. LOCATED 3.9 METERS (12.8 FT) SOUTH FROM THE CENTER OF THE
 TE1801'ROAD.  0.4 METER (1.3 FT) NORTH FROM THE SOUTH BRIDGE CURBING. 0.5
 TE1801'METER (1.6 FT) WEST FROM THE EAST EDGE OF THE BRIDGE. TO REACH THE
 TE1801'AZIMUTH MARK FROM THE FIELD ROAD (0LD SECTION LINE) MENTIONED ABOVE,
 TE1801'GO NORTH ON GRAVELED ROAD FOR 1.6 KM (1.00 MI).  TURN LEFT AND GO
 TE1801'WEST 0.5 KM (0.30 MI) TO BRIDGE AND MARK.
 TE1801
 TE1801                          STATION RECOVERY (1989)
 TE1801
 TE1801'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 TE1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1716 ***********************************************************************
 SN1716  DESIGNATION -  HARLAN
 SN1716  PID         -  SN1716
 SN1716  STATE/COUNTY-  ND/MERCER
 SN1716  USGS QUAD   -  RED BUTTE (1968)
 SN1716
 SN1716                         *CURRENT SURVEY CONTROL
 SN1716  ___________________________________________________________________
 SN1716* NAD 83(1996)-  47 14 29.21080(N)    101 31 52.29592(W)     ADJUSTED  
 SN1716* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 SN1716  ___________________________________________________________________
 SN1716  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 SN1716  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 SN1716
 SN1716  HORZ ORDER  -  SECOND
 SN1716
 SN1716.The horizontal coordinates were established by classical geodetic methods
 SN1716.and adjusted by the National Geodetic Survey in January 1998..
 SN1716
 SN1716.The orthometric height was scaled from a topographic map.
 SN1716
 SN1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1716
 SN1716.The geoid height was determined by GEOID03.
 SN1716
 SN1716;                    North         East     Units Scale Factor Converg.
 SN1716;SPC ND S     -   175,563.409   521,930.860   MT  0.99996104   -0 45 07.7
 SN1716;SPC ND S     -   575,995.44  1,712,371.59   iFT  0.99996104   -0 45 07.7
 SN1716;UTM  14      - 5,235,103.603   308,437.992   MT  1.00005101   -1 51 32.5
 SN1716
 SN1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1716!SPC ND S     -   0.99989725  x   0.99996104  =   0.99985829
 SN1716!UTM  14      -   0.99989725  x   1.00005101  =   0.99994825
 SN1716
 SN1716|---------------------------------------------------------------------|
 SN1716| PID    Reference Object                     Distance      Geod. Az  |
 SN1716|                                                           dddmmss.s |
 SN1716| CQ7776 HARLAN RM 1                          15.640 METERS 08436     |
 SN1716| CQ7777 HARLAN RM 2                           9.800 METERS 28034     |
 SN1716| SN1708 HAZEN MUNICIPAL WATER TANK          APPROX. 9.0 KM 3110125.7 |
 SN1716|---------------------------------------------------------------------|
 SN1716
 SN1716                          SUPERSEDED SURVEY CONTROL
 SN1716
 SN1716  NAD 83(1986)-  47 14 29.20885(N)    101 31 52.28612(W) AD(       ) 2
 SN1716  NAD 27      -  47 14 29.20012(N)    101 31 50.70349(W) AD(       ) 2
 SN1716
 SN1716.Superseded values are not recommended for survey control.
 SN1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1716.See file dsdata.txt to determine how the superseded data were derived.
 SN1716
 SN1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0843835104(NAD 83)
 SN1716_MARKER: DD = SURVEY DISK
 SN1716_SETTING: 0 = UNSPECIFIED SETTING
 SN1716
 SN1716  HISTORY     - Date     Condition        Report By
 SN1716  HISTORY     - 1967     MONUMENTED       USGS
 SN1716
 SN1716                          STATION DESCRIPTION
 SN1716
 SN1716'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1716'THE STATION IS LOCATED ABOUT 3.8 MI S. AND 4.0 MI E. OF HAZEN, TS.
 SN1716'143 AND 144 N., R. 86 W., NEAR THE COR. OF SECS. 1, 2, 35 AND 36.
 SN1716'
 SN1716'TO REACH THE STATION FROM THE POST OFFICE IN HAZEN, GO ONEHALF
 SN1716'BLOCK S. AND 1 BLOCK E. TO THE RR. CROSSING OF MERCER COUNTY HWY. 7
 SN1716'AND THE NORTHERN PACIFIC RR., GO S. ACROSS THE KNIFE RIVER BRIDGE
 SN1716'FOR 3.7 MI TO A CROSSROADS, TURN LEFT AND GO 4.1 MI TO THE STATION
 SN1716'ON THE LEFT.
 SN1716'
 SN1716'THE STATION MARK IS 315 FT E. AND 41 FT N. OF A CROSSROADS, 8 FT S.
 SN1716'OF THE RIGHT-OF-WAY FENCE AND A WITNESS POST.  STAMPED ET HARLAN
 SN1716'1967.
 SN1716'
 SN1716'REFERENCE MARK NO. 1 IS E. OF THE STATION, 2 FT S. OF RIGHT-OF-WAY
 SN1716'FENCE.  STAMPED HARLAN NO 1.
 SN1716'
 SN1716'REFERENCE MARK NO. 2 IS W. OF THE STATION, 2 FT S. OF RIGHT-OF-WAY
 SN1716'FENCE.  STAMPED HARLAN NO 2.
 SN1716'
 SN1716'AZIMUTH MARK - HAZEN MWT APPROX. 5.6 MI NW.
 SN1716'
 SN1716'STATION MARK, RM NO. 1 AND RM NO. 2 ARE FLUSH WITH THE GROUND,
 SN1716'STANDARD TABLETS CRIMPED ON ONE-HALF IN. COPPER COATED RODS,
 SN1716'CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG.  FILLED WITH GRAVEL
 SN1716'TO WITHIN 1 IN. OF THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2026 ***********************************************************************
 TE2026  DESIGNATION -  HARLOW LUTH CHURCH STEEPLE
 TE2026  PID         -  TE2026
 TE2026  STATE/COUNTY-  ND/BENSON
 TE2026  USGS QUAD   -  HARLOW (1958)
 TE2026
 TE2026                         *CURRENT SURVEY CONTROL
 TE2026  ___________________________________________________________________
 TE2026* NAD 83(1996)-  48 09 52.66271(N)    099 31 04.17003(W)     ADJUSTED  
 TE2026* NAVD 88     -                                                        
 TE2026  ___________________________________________________________________
 TE2026  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 TE2026  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 TE2026
 TE2026  HORZ ORDER  -  THIRD
 TE2026
 TE2026.The horizontal coordinates were established by classical geodetic methods
 TE2026.and adjusted by the National Geodetic Survey in January 1998..
 TE2026
 TE2026
 TE2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2026
 TE2026.The geoid height was determined by GEOID03.
 TE2026
 TE2026;                    North         East     Units Scale Factor Converg.
 TE2026;SPC ND N     -   129,950.744   673,055.062   MT  0.99993681   +0 43 51.1
 TE2026;SPC ND N     -   426,347.59  2,208,185.90   iFT  0.99993681   +0 43 51.1
 TE2026;UTM  14      - 5,334,727.905   461,495.695   MT  0.99961822   -0 23 08.9
 TE2026
 TE2026                          SUPERSEDED SURVEY CONTROL
 TE2026
 TE2026  NAD 83(1986)-  48 09 52.66332(N)    099 31 04.16839(W) AD(       ) 4
 TE2026  NAD 27      -  48 09 52.65000(N)    099 31 02.69000(W) AD(       ) 3
 TE2026
 TE2026.Superseded values are not recommended for survey control.
 TE2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2026.See file dsdata.txt to determine how the superseded data were derived.
 TE2026
 TE2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6149634728(NAD 83)
 TE2026_MARKER: 91 = CHURCH CROSS
 TE2026
 TE2026  HISTORY     - Date     Condition        Report By
 TE2026  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2026  HISTORY     - 1971     GOOD             NGS
 TE2026
 TE2026                          STATION DESCRIPTION
 TE2026
 TE2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2026'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF HARLOW.
 TE2026'
 TE2026'THE BUILDING IS OF WOODEN CONSTRUCTION, 40 FEET LONG, 30 FEET
 TE2026'WIDE AND PAINTED WHITE.  THE STEEPLE WITH A CROSS AND A BALL ATOP
 TE2026'IS ABOUT 60 FEET HIGH.
 TE2026'
 TE2026'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE STEEPLE.
 TE2026'
 TE2026'TO REACH THE STATION FROM THE POST OFFICE IN HARLOW, GO NORTH
 TE2026'1 BLOCK TO THE STATION ON THE RIGHT.
 TE2026
 TE2026                          STATION RECOVERY (1971)
 TE2026
 TE2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE2026'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TE2026'
 TE2026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARLOW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0885 ***********************************************************************
 RR0885  DESIGNATION -  HARMON
 RR0885  PID         -  RR0885
 RR0885  STATE/COUNTY-  ND/MORTON
 RR0885  USGS QUAD   -  HARMON (1976)
 RR0885
 RR0885                         *CURRENT SURVEY CONTROL
 RR0885  ___________________________________________________________________
 RR0885* NAD 83(1996)-  46 58 42.94445(N)    100 57 17.57219(W)     ADJUSTED  
 RR0885* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 RR0885  ___________________________________________________________________
 RR0885  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 RR0885  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RR0885
 RR0885  HORZ ORDER  -  SECOND
 RR0885
 RR0885.The horizontal coordinates were established by classical geodetic methods
 RR0885.and adjusted by the National Geodetic Survey in January 1998..
 RR0885
 RR0885.The orthometric height was scaled from a topographic map.
 RR0885
 RR0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0885
 RR0885.The geoid height was determined by GEOID03.
 RR0885
 RR0885;                    North         East     Units Scale Factor Converg.
 RR0885;SPC ND S     -   145,930.684   565,392.050   MT  0.99993900   -0 19 54.4
 RR0885;SPC ND S     -   478,775.21  1,854,960.79   iFT  0.99993900   -0 19 54.4
 RR0885;UTM  14      - 5,204,640.229   351,321.645   MT  0.99987169   -1 25 46.1
 RR0885
 RR0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0885!SPC ND S     -   0.99991110  x   0.99993900  =   0.99985011
 RR0885!UTM  14      -   0.99991110  x   0.99987169  =   0.99978280
 RR0885
 RR0885:                Primary Azimuth Mark                     Grid Az
 RR0885:SPC ND S     -  SPERRY                                   115 16 21.2
 RR0885:UTM  14      -  SPERRY                                   116 22 12.9
 RR0885
 RR0885|---------------------------------------------------------------------|
 RR0885| PID    Reference Object                     Distance      Geod. Az  |
 RR0885|                                                           dddmmss.s |
 RR0885| RR0863 SPERRY                              APPROX. 6.9 KM 1145626.8 |
 RR0885|---------------------------------------------------------------------|
 RR0885
 RR0885                          SUPERSEDED SURVEY CONTROL
 RR0885
 RR0885  NAD 83(1986)-  46 58 42.93907(N)    100 57 17.55192(W) AD(       ) 2
 RR0885  NAD 27      -  46 58 42.96900(N)    100 57 16.05900(W) AD(       ) 2
 RR0885
 RR0885.Superseded values are not recommended for survey control.
 RR0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0885.See file dsdata.txt to determine how the superseded data were derived.
 RR0885
 RR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5132204640(NAD 83)
 RR0885_MARKER: Z = SEE DESCRIPTION
 RR0885_SETTING: 0 = UNSPECIFIED SETTING
 RR0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0885
 RR0885  HISTORY     - Date     Condition        Report By
 RR0885  HISTORY     - 1889     MONUMENTED       MORC
 RR0885
 RR0885                          STATION DESCRIPTION
 RR0885
 RR0885'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0885'HARMON IS ON RIGHT BANK, THREE-FOURTHS OF A MILE NORTHERLY
 RR0885'FROM HARMONS RANCH, WHICH IS SITUATED AT THE EDGE OF BLUFFS ON
 RR0885'SQUARE BUTTE CREEK.  EL., 1,942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0956 ***********************************************************************
 RR0956  DESIGNATION -  HARPERS SCHOOL
 RR0956  PID         -  RR0956
 RR0956  STATE/COUNTY-  ND/GRANT
 RR0956  USGS QUAD   -  CROWN BUTTE CREEK SW (1980)
 RR0956
 RR0956                         *CURRENT SURVEY CONTROL
 RR0956  ___________________________________________________________________
 RR0956* NAD 83(1996)-  46 33 34.00070(N)    101 37 50.00904(W)     ADJUSTED  
 RR0956* NAVD 88     -                                                        
 RR0956  ___________________________________________________________________
 RR0956  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 RR0956  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 RR0956
 RR0956  HORZ ORDER  -  THIRD
 RR0956
 RR0956.The horizontal coordinates were established by classical geodetic methods
 RR0956.and adjusted by the National Geodetic Survey in January 1998..
 RR0956
 RR0956
 RR0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0956
 RR0956.The geoid height was determined by GEOID03.
 RR0956
 RR0956;                    North         East     Units Scale Factor Converg.
 RR0956;SPC ND S     -    99,861.636   513,317.616   MT  0.99994733   -0 49 28.6
 RR0956;SPC ND S     -   327,630.04  1,684,112.91   iFT  0.99994733   -0 49 28.6
 RR0956;UTM  14      - 5,159,570.513   298,376.171   MT  1.00009971   -1 54 38.4
 RR0956
 RR0956                          SUPERSEDED SURVEY CONTROL
 RR0956
 RR0956  NAD 83(1986)-  46 33 33.99269(N)    101 37 49.99959(W) AD(       ) 4
 RR0956  NAD 27      -  46 33 33.94354(N)    101 37 48.52960(W) AD(       ) 3
 RR0956
 RR0956.Superseded values are not recommended for survey control.
 RR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0956.See file dsdata.txt to determine how the superseded data were derived.
 RR0956
 RR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9837659571(NAD 83)
 RR0956_MARKER: 62 = FLAGPOLE
 RR0956
 RR0956  HISTORY     - Date     Condition        Report By
 RR0956  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0956
 RR0956                          STATION DESCRIPTION
 RR0956
 RR0956'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0956'LOCATED NEAR COR. SECS. 28, 29, 32, AND 33, T. 136 N., R. 87 W., ON
 RR0956'W. SIDE OF N. - S. RD.  STATION MARK--FLAGPOLE ON TOP OF SCHOOL
 RR0956'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1769 ***********************************************************************
 TE1769  DESIGNATION -  HARRISON
 TE1769  PID         -  TE1769
 TE1769  STATE/COUNTY-  ND/RAMSEY
 TE1769  USGS QUAD   -  DERRICK NW (1994)
 TE1769
 TE1769                         *CURRENT SURVEY CONTROL
 TE1769  ___________________________________________________________________
 TE1769* NAD 83(1996)-  48 24 49.72037(N)    098 39 26.40707(W)     ADJUSTED  
 TE1769* NAVD 88     -       459.7    (meters)    1508.     (feet)  VERTCON   
 TE1769  ___________________________________________________________________
 TE1769  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 TE1769  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE1769
 TE1769  HORZ ORDER  -  SECOND
 TE1769
 TE1769.The horizontal coordinates were established by classical geodetic methods
 TE1769.and adjusted by the National Geodetic Survey in January 1998..
 TE1769
 TE1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1769
 TE1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1769
 TE1769.The geoid height was determined by GEOID03.
 TE1769
 TE1769;                    North         East     Units Scale Factor Converg.
 TE1769;SPC ND N     -   158,823.378   736,386.696   MT  0.99995232   +1 22 16.3
 TE1769;SPC ND N     -   521,074.07  2,415,966.85   iFT  0.99995232   +1 22 16.3
 TE1769;UTM  14      - 5,362,351.999   525,356.142   MT  0.99960790   +0 15 22.7
 TE1769
 TE1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1769!SPC ND N     -   0.99993176  x   0.99995232  =   0.99988408
 TE1769!UTM  14      -   0.99993176  x   0.99960790  =   0.99953969
 TE1769
 TE1769|---------------------------------------------------------------------|
 TE1769| PID    Reference Object                     Distance      Geod. Az  |
 TE1769|                                                           dddmmss.s |
 TE1769| CO6949 HARRISON RM 1                        22.598 METERS 08935     |
 TE1769| TE1799 BILL                                APPROX. 7.6 KM 2694001.5 |
 TE1769| CO6950 HARRISON RM 2                        20.125 METERS 27043     |
 TE1769|---------------------------------------------------------------------|
 TE1769
 TE1769                          SUPERSEDED SURVEY CONTROL
 TE1769
 TE1769  NAD 83(1986)-  48 24 49.71781(N)    098 39 26.40249(W) AD(       ) 2
 TE1769  NAD 27      -  48 24 49.69405(N)    098 39 24.96710(W) AD(       ) 2
 TE1769  NGVD 29 (07/19/86)  459.3    (m)         1507.     (f) VERT ANG       
 TE1769
 TE1769.Superseded values are not recommended for survey control.
 TE1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1769.See file dsdata.txt to determine how the superseded data were derived.
 TE1769
 TE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU2535662352(NAD 83)
 TE1769_MARKER: DD = SURVEY DISK
 TE1769_SETTING: 0 = UNSPECIFIED SETTING
 TE1769
 TE1769  HISTORY     - Date     Condition        Report By
 TE1769  HISTORY     - 1968     MONUMENTED       USGS
 TE1769
 TE1769                          STATION DESCRIPTION
 TE1769
 TE1769'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1769'THE STATION IS ABOUT 9.3 MI W. OF EDMORE, ABOUT 0.1 MI W. OF QUARTER
 TE1769'COR. BETWEEN SECS. 16 AND 21, T. 157 N., R. 62 W., ABOUT 0.4 MI E.
 TE1769'OF CROSSROAD, ABOUT 50 FT E. OF TOP OF HIGHEST HWY. CUTBANK IN
 TE1769'VICINITY.
 TE1769'
 TE1769'TO REACH FROM THE CENTER OF EDMORE, GO W. ON ST. HWY. 17 FOR 7.7 MI
 TE1769'TO A CROSSROAD, CONTINUE W. FOR 1.6 MI TO THE HIGHEST HWY. CUTBANK
 TE1769'IN VICINITY AND THE STATION ON THE RIGHT.
 TE1769'
 TE1769'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED RODS
 TE1769'SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO
 TE1769'WITHIN 1 IN. OF CAP, STAMPED ET HARRISON 1968 IS 313 FT W. OF
 TE1769'CENTER FIELD ENTRANCE N.-S., 100 FT N. CENTER HWY., 2 FT S. AND 78
 TE1769'FT W. OF A POWER LINE POLE, 3 FT S. OF USGS WITNESS POST, ON THE
 TE1769'EASTERN SLOPE OF THE HILL.  THE MARK IS FLUSH WITH THE GROUND.
 TE1769'
 TE1769'REFERENCE MARK NO. 1, A STADARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1769'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1769'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HARRISON NO 1 1968 IS E. OF
 TE1769'THE STATION, 101 FT N. CENTER HWY., 4 FT W. AND 1 FT S. OF A
 TE1769'POWERLINE POLE, THE MARK IS FLUSH WITH THE GROUND.
 TE1769'
 TE1769'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1769'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE1769'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HARRISON NO 2 1968 IS W. OF
 TE1769'THE STATION, 101 FT N. CENTER HWY., 1.5 FT S. AND 61 FT E. OF A
 TE1769'POWER LINE POLE, ABOUT 5 FT S. OF THE CREST OF THE CUTBANK.  THE
 TE1769'MARK IS FLUSH WITH THE GROUND.
 TE1769'
 TE1769'NO AZIMUTH MARK WAS SET.
 TE1769'
 TE1769'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2171 ***********************************************************************
 TF2171  DESIGNATION -  HARRISON
 TF2171  PID         -  TF2171
 TF2171  STATE/COUNTY-  ND/WARD
 TF2171  USGS QUAD   -  MINOT NW (1979)
 TF2171
 TF2171                         *CURRENT SURVEY CONTROL
 TF2171  ___________________________________________________________________
 TF2171* NAD 83(1996)-  48 11 48.68483(N)    101 22 58.68061(W)     ADJUSTED  
 TF2171* NAVD 88     -       558.22   (+/-2cm)    1831.4    (feet)  VERTCON   
 TF2171  ___________________________________________________________________
 TF2171  LAPLACE CORR-          -8.50  (seconds)                    DEFLEC99
 TF2171  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 TF2171
 TF2171  HORZ ORDER  -  FIRST
 TF2171  VERT ORDER  -  THIRD ? (See Below)
 TF2171
 TF2171.The horizontal coordinates were established by classical geodetic methods
 TF2171.and adjusted by the National Geodetic Survey in January 1998..
 TF2171
 TF2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2171.The vertical order pertains to the NGVD 29 superseded value.
 TF2171
 TF2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2171
 TF2171.The geoid height was determined by GEOID03.
 TF2171
 TF2171;                    North         East     Units Scale Factor Converg.
 TF2171;SPC ND N     -   133,444.503   534,364.880   MT  0.99993775   -0 39 25.4
 TF2171;SPC ND N     -   437,810.05  1,753,165.62   iFT  0.99993775   -0 39 25.4
 TF2171;UTM  14      - 5,340,926.142   322,924.335   MT  0.99998528   -1 46 36.5
 TF2171
 TF2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2171!SPC ND N     -   0.99991566  x   0.99993775  =   0.99985342
 TF2171!UTM  14      -   0.99991566  x   0.99998528  =   0.99990095
 TF2171
 TF2171|---------------------------------------------------------------------|
 TF2171| PID    Reference Object                     Distance      Geod. Az  |
 TF2171|                                                           dddmmss.s |
 TF2171| CQ7779 HARRISON RM 1                        22.592 METERS 02608     |
 TF2171| TF2152 MINOT MUNICIPAL TANK                APPROX. 7.8 KM 0645753.2 |
 TF2171| CQ7778 HARRISON AZ MK                                     0922503.2 |
 TF2171| TF2162 SARON LUTHERAN CHURCH SPIRE         APPROX.12.4 KM 1565916.7 |
 TF2171| TF2172 GETESMANE SK EVAN LUTH CHURCH       APPROX. 5.7 KM 2134637.6 |
 TF2171| CQ7780 HARRISON RM 2                        22.717 METERS 26505     |
 TF2171|---------------------------------------------------------------------|
 TF2171
 TF2171                          SUPERSEDED SURVEY CONTROL
 TF2171
 TF2171  NAD 83(1986)-  48 11 48.68469(N)    101 22 58.67835(W) AD(       ) 1
 TF2171  NAD 27      -  48 11 48.64500(N)    101 22 57.08900(W) AD(       ) 1
 TF2171  NGVD 29 (07/19/86)  557.84   (m)         1830.2    (f) LEVELING    3  
 TF2171
 TF2171.Superseded values are not recommended for survey control.
 TF2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2171.See file dsdata.txt to determine how the superseded data were derived.
 TF2171
 TF2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2292440926(NAD 83)
 TF2171_MARKER: DS = TRIANGULATION STATION DISK
 TF2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2171
 TF2171  HISTORY     - Date     Condition        Report By
 TF2171  HISTORY     - 1946     MONUMENTED       CGS
 TF2171
 TF2171                          STATION DESCRIPTION
 TF2171
 TF2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2171'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE HARRISON
 TF2171'SCHOOL YARD, 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TF2171'STUCCO SCHOOL, 89 FEET NORTHWEST OF CROSSROADS, 78 FEET WEST
 TF2171'OF THE CENTERLINE OF ROAD, 40 FEET NORTH OF THE CENTERLINE OF
 TF2171'ROAD, 11 FEET NORTHEAST OF WITNESS POST AND 8 FEET NORTH OF
 TF2171'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF2171'HARRISON 1946.
 TF2171'
 TF2171'REFERENCE MARK NO. 1 IS 74.12 FEET NORTH-NORTHEAST OF THE
 TF2171'STATION, 72 FEET EAST OF THE SOUTHEAST CORNER OF SCHOOL, 46
 TF2171'FEET WEST OF THE CENTERLINE OF ROAD AND 1 FOOT WEST OF FENCE.
 TF2171'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HARRISON NO
 TF2171'1 1946.
 TF2171'
 TF2171'REFERENCE MARK NO. 2 IS 74.53 FEET WEST OF THE STATION, 80
 TF2171'FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL, 35 FEET
 TF2171'NORTH OF THE CENTERLINE OF ROAD AND 2 FEET NORTH OF FENCE.
 TF2171'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED HARRISON
 TF2171'NO 2 1946.
 TF2171'
 TF2171'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, 42 FEET
 TF2171'SOUTH OF THE CENTERLINE OF ROAD, 5 FEET WEST OF WITNESS POST AND
 TF2171'2 FEET NORTH OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK
 TF2171'IS STAMPED HARRISON 1946.
 TF2171'
 TF2171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83,
 TF2171'52 AND 2 IN THE WEST PART OF MINOT, GO SOUTH ON U.S. HIGHWAY
 TF2171'83 FOR 2.6 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST 4.0
 TF2171'MILES TO CROSSROADS, SCHOOL AND THE STATION.
 TF2171'
 TF2171'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST 0.45
 TF2171'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF2171'
 TF2171'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1945 ***********************************************************************
 TE1945  DESIGNATION -  HARRY
 TE1945  PID         -  TE1945
 TE1945  STATE/COUNTY-  ND/TOWNER
 TE1945  USGS QUAD   -  CONSIDINE (1971)
 TE1945
 TE1945                         *CURRENT SURVEY CONTROL
 TE1945  ___________________________________________________________________
 TE1945* NAD 83(1996)-  48 30 04.48275(N)    099 21 33.49725(W)     ADJUSTED  
 TE1945* NAVD 88     -       461.5    (meters)    1514.     (feet)  VERTCON   
 TE1945  ___________________________________________________________________
 TE1945  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 TE1945  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 TE1945
 TE1945  HORZ ORDER  -  SECOND
 TE1945
 TE1945.The horizontal coordinates were established by classical geodetic methods
 TE1945.and adjusted by the National Geodetic Survey in January 1998..
 TE1945
 TE1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1945
 TE1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1945
 TE1945.The geoid height was determined by GEOID03.
 TE1945
 TE1945;                    North         East     Units Scale Factor Converg.
 TE1945;SPC ND N     -   167,537.877   684,290.656   MT  0.99996226   +0 50 55.8
 TE1945;SPC ND N     -   549,664.95  2,245,048.08   iFT  0.99996226   +0 50 55.8
 TE1945;UTM  14      - 5,372,076.320   473,458.161   MT  0.99960866   -0 16 08.8
 TE1945
 TE1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1945!SPC ND N     -   0.99993128  x   0.99996226  =   0.99989354
 TE1945!UTM  14      -   0.99993128  x   0.99960866  =   0.99953996
 TE1945
 TE1945:                Primary Azimuth Mark                     Grid Az
 TE1945:SPC ND N     -  CANDO                                    089 20 36.5
 TE1945:UTM  14      -  CANDO                                    090 27 41.1
 TE1945
 TE1945|---------------------------------------------------------------------|
 TE1945| PID    Reference Object                     Distance      Geod. Az  |
 TE1945|                                                           dddmmss.s |
 TE1945| TE1944 CANDO                               APPROX. 8.0 KM 0901132.3 |
 TE1945| CO6952 HARRY RM 2                           16.584 METERS 09519     |
 TE1945| CO6951 HARRY RM 1                           15.881 METERS 26415     |
 TE1945|---------------------------------------------------------------------|
 TE1945
 TE1945                          SUPERSEDED SURVEY CONTROL
 TE1945
 TE1945  NAD 83(1986)-  48 30 04.48296(N)    099 21 33.49060(W) AD(       ) 2
 TE1945  NAD 27      -  48 30 04.48730(N)    099 21 31.99502(W) AD(       ) 2
 TE1945  NGVD 29 (07/19/86)  461.1    (m)         1513.     (f) VERT ANG       
 TE1945
 TE1945.Superseded values are not recommended for survey control.
 TE1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1945.See file dsdata.txt to determine how the superseded data were derived.
 TE1945
 TE1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7345872076(NAD 83)
 TE1945_MARKER: DD = SURVEY DISK
 TE1945_SETTING: 0 = UNSPECIFIED SETTING
 TE1945
 TE1945  HISTORY     - Date     Condition        Report By
 TE1945  HISTORY     - 1968     MONUMENTED       USGS
 TE1945
 TE1945                          STATION DESCRIPTION
 TE1945
 TE1945'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1945'THE STATION IS LOCATED APPROX. 1.0 MI N. AND 7.0 MI W. OF TOWN OF
 TE1945'CANDO, NEAR THE W. SIXTEENTH COR. BETWEEN SECS. 18 AND 19, TS. 157
 TE1945'AND 158 N., R. 67 W.
 TE1945'
 TE1945'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 281 AND STATE
 TE1945'HWY., GO W. ALONG STATE HWY. 17 FOR 6.2 MI TO T-RD. N., TURN RIGHT
 TE1945'(N.) AND GO 1.0 MI TO CROSSROADS, TURN LEFT (W.) AND GO 0.9 MI TO
 TE1945'STATION ON RIGHT (N.) SIDE RD.
 TE1945'
 TE1945'STATION MARK IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE1945'ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 TE1945'GRAVEL TO 1 IN. OF CAP. STAMPED ET HARRY 1968, THE MARK IS FLUSH
 TE1945'WITH THE GROUND, 41 FT N. CENTER OF E.-W. RD., 5 FT N. OF E.-W.
 TE1945'FENCE, 3 FT S. AND 1 FT W. OF POWER LINE POLE, 5 FT N. OF USGS
 TE1945'WITNESS POST.
 TE1945'
 TE1945'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE1945'COPPER COATED ROD CENTERED IN 6 IN. DIAMETER TILE, FILLED WITH
 TE1945'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HARRY NO 1 1968, THE MARK
 TE1945'IS FLUSH WITH THE GROUND AND E. OF THE STATION, 35 FT N. E. -W.
 TE1945'GRAVEL RD., 1 FT S. E. -W. FENCE.
 TE1945'
 TE1945'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER
 TE1945'COATED ROD CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1945'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HARRY NO 2 1968, THE MARK IS
 TE1945'FLUSH WITH THE GROUND AND E. OF THE STATION, 35 FT N. E. -W.
 TE1945'GRAVEL RD., 1 FT S. E. -W. FENCE.
 TE1945'AZIMUTH MARK - NONE SET.
 TE1945'REFERENCE AZIMUTH OBSERVED TO TOP CENTER RADIO MAST
 TE1945'LOCATED IN THE SE. EDGE OF TOWN OF CANDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1215 ***********************************************************************
 SM1215  DESIGNATION -  HARVEY
 SM1215  PID         -  SM1215
 SM1215  STATE/COUNTY-  ND/WELLS
 SM1215  USGS QUAD   -  HARVEY (1986)
 SM1215
 SM1215                         *CURRENT SURVEY CONTROL
 SM1215  ___________________________________________________________________
 SM1215* NAD 83(1996)-  47 47 26.79285(N)    099 56 26.01783(W)     ADJUSTED  
 SM1215* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 SM1215  ___________________________________________________________________
 SM1215  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 SM1215  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 SM1215
 SM1215  HORZ ORDER  -  SECOND
 SM1215
 SM1215.The horizontal coordinates were established by classical geodetic methods
 SM1215.and adjusted by the National Geodetic Survey in January 1998..
 SM1215
 SM1215.The orthometric height was scaled from a topographic map.
 SM1215
 SM1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1215
 SM1215.The geoid height was determined by GEOID03.
 SM1215
 SM1215;                    North         East     Units Scale Factor Converg.
 SM1215;SPC ND N     -    88,070.937   641,914.384   MT  0.99994894   +0 24 58.7
 SM1215;SPC ND N     -   288,946.64  2,106,018.32   iFT  0.99994894   +0 24 58.7
 SM1215;UTM  14      - 5,293,474.540   429,555.502   MT  0.99966098   -0 41 48.1
 SM1215
 SM1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1215!SPC ND N     -   0.99992664  x   0.99994894  =   0.99987558
 SM1215!UTM  14      -   0.99992664  x   0.99966098  =   0.99958765
 SM1215
 SM1215|---------------------------------------------------------------------|
 SM1215| PID    Reference Object                     Distance      Geod. Az  |
 SM1215|                                                           dddmmss.s |
 SM1215| CQ5501 HARVEY RM 1                          14.164 METERS 06911     |
 SM1215| SM1214 HARVEY WATER STORAGE TANK           APPROX. 2.1 KM 1463904.4 |
 SM1215| SM1217 HARVEY MUNICIPAL TANK               APPROX. 2.4 KM 1620329.6 |
 SM1215| SM1216 HARVEY ST CECILIAS CATH CHURCH      APPROX. 2.7 KM 1645357.7 |
 SM1215| CQ5500 HARVEY AZ MK                                       1794539.6 |
 SM1215| CQ5502 HARVEY RM 2                          19.235 METERS 18000     |
 SM1215|---------------------------------------------------------------------|
 SM1215
 SM1215                          SUPERSEDED SURVEY CONTROL
 SM1215
 SM1215  NAD 83(1986)-  47 47 26.79740(N)    099 56 26.01831(W) AD(       ) 2
 SM1215  NAD 27      -  47 47 26.79490(N)    099 56 24.56230(W) AD(       ) 2
 SM1215
 SM1215.Superseded values are not recommended for survey control.
 SM1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1215.See file dsdata.txt to determine how the superseded data were derived.
 SM1215
 SM1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2955693475(NAD 83)
 SM1215_MARKER: DS = TRIANGULATION STATION DISK
 SM1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1215
 SM1215  HISTORY     - Date     Condition        Report By
 SM1215  HISTORY     - 1962     MONUMENTED       CGS
 SM1215  HISTORY     - 1969     GOOD             USAF
 SM1215
 SM1215                          STATION DESCRIPTION
 SM1215
 SM1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1215'THE STATION IS LOCATED 1 MILE NORTH OF THE TOWN OF HARVEY, IN
 SM1215'THE SW 1/4 OF SEC. 19, T150N, R72W, ON THE RIGHT SIDE OF STATE
 SM1215'HIGHWAY 3.
 SM1215'
 SM1215'TO REACH FROM THE POST OFFICE IN HARVEY, GO NORTH ON LINCOLN
 SM1215'AVENUE FOR ONE BLOCK, THENCE TURN LEFT, WEST, ON 7TH STREET
 SM1215'FOR 0.3 MILE TO A CROSSROAD AND STATE HIGHWAY 3.  TURN RIGHT,
 SM1215'NORTH, AND FOLLOW STATE HIGHWAY 3 FOR 0.7 MILE TO AZIMUTH MARK
 SM1215'ON THE RIGHT, EAST SIDE OF ROAD.  CONTINUE AHEAD, NORTH, FOR
 SM1215'0.4 MILE TO STATION ON RIGHT, EAST SIDE OF HIGHWAY.
 SM1215'
 SM1215'THE STATION MARK IS A STANDARD DISK, STAMPED HARVEY 1962, AND
 SM1215'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 SM1215'FLUSH WITH THE GROUND.  IT IS 68 FEET EAST OF THE CENTER OF
 SM1215'STATE HIGHWAY 3, 40 FEET SOUTH OF DRIVEWAY AND 4.2 FEET EAST
 SM1215'OF WITNESS POST.
 SM1215'
 SM1215'REFERENCE MARK NO. 1, STAMPED HARVEY NO 1 1962, IS A STANDARD
 SM1215'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1215'IS FLUSH WITH THE GROUND.  IT IS 28 FEET SOUTH OF DRIVEWAY AND
 SM1215'49.2 FEET EAST OF WITNESS POST.
 SM1215'
 SM1215'REFERENCE MARK NO. 2, STAMPED HARVEY NO 2 1962, IS A STANDARD
 SM1215'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SM1215'IS FLUSH WITH THE GROUND.  IT IS 68 FEET EAST OF CENTER OF
 SM1215'STATE HIGHWAY 3 AND 65.4 FEET SOUTH OF WITNESS POST.
 SM1215'
 SM1215'AZIMUTH MARK, STAMPED HARVEY 1962, IS A STANDARD DISK SET IN
 SM1215'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SM1215'WITH THE GROUND.  IT IS 75 FEET EAST OF CENTER OF STATE HIGHWAY
 SM1215'3 AND 2.3 FEET SOUTH OF WITNESS POST.
 SM1215'
 SM1215'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 90.5 FEET.
 SM1215
 SM1215                          STATION RECOVERY (1969)
 SM1215
 SM1215'RECOVERY NOTE BY US AIR FORCE 1969
 SM1215'STATION, THE AZIMUTH MARK, AND REFERENCE MARK 2 WERE RECOVERED
 SM1215'IN GOOD CONDITION.  THE WITNESS POSTS WERE INTACT.  A BRIEF
 SM1215'SEARCH WAS CONDUCTED FOR REFERENCE MARK 1, BUT IT WAS NOT
 SM1215'RECOVERED.  POSSIBLY COVERED WITH SOIL.
 SM1215'
 SM1215'THE ROUTE DESCRIPTION WAS ACCURATE, WITH THE EXCEPTION OF THE
 SM1215'DISTANCE (0.3 MILE) TRAVELED ON SEVENTH STREET.  0.5 MILE IS
 SM1215'THE CORRECT MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1217 ***********************************************************************
 SM1217  DESIGNATION -  HARVEY MUNICIPAL TANK
 SM1217  PID         -  SM1217
 SM1217  STATE/COUNTY-  ND/WELLS
 SM1217  USGS QUAD   -  HARVEY (1986)
 SM1217
 SM1217                         *CURRENT SURVEY CONTROL
 SM1217  ___________________________________________________________________
 SM1217* NAD 83(1996)-  47 46 11.86800(N)    099 55 50.03214(W)     ADJUSTED  
 SM1217* NAVD 88     -                                                        
 SM1217  ___________________________________________________________________
 SM1217  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 SM1217  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SM1217
 SM1217  HORZ ORDER  -  THIRD
 SM1217
 SM1217.The horizontal coordinates were established by classical geodetic methods
 SM1217.and adjusted by the National Geodetic Survey in January 1998..
 SM1217
 SM1217
 SM1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1217
 SM1217.The geoid height was determined by GEOID03.
 SM1217
 SM1217;                    North         East     Units Scale Factor Converg.
 SM1217;SPC ND N     -    85,762.552   642,680.406   MT  0.99995085   +0 25 25.4
 SM1217;SPC ND N     -   281,373.20  2,108,531.52   iFT  0.99995085   +0 25 25.4
 SM1217;UTM  14      - 5,291,152.385   430,276.336   MT  0.99965974   -0 41 20.6
 SM1217
 SM1217                          SUPERSEDED SURVEY CONTROL
 SM1217
 SM1217  NAD 83(1986)-  47 46 11.87269(N)    099 55 50.03217(W) AD(       ) 4
 SM1217  NAD 27      -  47 46 11.87200(N)    099 55 48.57900(W) AD(       ) 3
 SM1217
 SM1217.Superseded values are not recommended for survey control.
 SM1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1217.See file dsdata.txt to determine how the superseded data were derived.
 SM1217
 SM1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3027691152(NAD 83)
 SM1217_MARKER: 53 = ELEVATED TANK
 SM1217
 SM1217  HISTORY     - Date     Condition        Report By
 SM1217  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1217  HISTORY     - 1962     GOOD             CGS
 SM1217
 SM1217                          STATION DESCRIPTION
 SM1217
 SM1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1217'THIS INTERSECTION STATION IS LOCATED AT THE NE EDGE OF THE TOWN
 SM1217'OF HARVEY, 50 YARDS W OF THE NORTHERN PACIFIC RAILROAD AND ABOUT
 SM1217'0.2 MILE N OF U.S. HIGHWAY 52.  IT IS OF STEEL CONSTRUCTION,
 SM1217'PAINTED BLACK AND HAS A PYRAMIDAL ROOF PAINTED SILVER.  THE
 SM1217'NAME HARVEY IS PAINTED IN WHITE ON THE N AND S SIDES.
 SM1217'
 SM1217'THE CENTER OF THE PYRAMIDAL ROOF IS THE POINT LOCATED.
 SM1217
 SM1217                          STATION RECOVERY (1962)
 SM1217
 SM1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1217'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF HARVEY AT
 SM1217'THE INTERSECTION OF SEVENTH AND DEVINE ST.
 SM1217'
 SM1217'THE TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE THAT IS
 SM1217'PAINTED BLACK IN COLOR AND IS 125 FEET HIGH.
 SM1217'
 SM1217'TO REACH THE STATION FROM THE POST OFFICE IN HARVEY GO EAST FOR
 SM1217'1 BLOCK TO THE STATION ON THE LEFT.
 SM1217'
 SM1217'THE BALL AT THE APEX OF THE ROOF WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1216 ***********************************************************************
 SM1216  DESIGNATION -  HARVEY ST CECILIAS CATH CHURCH
 SM1216  PID         -  SM1216
 SM1216  STATE/COUNTY-  ND/WELLS
 SM1216  USGS QUAD   -  HARVEY (1986)
 SM1216
 SM1216                         *CURRENT SURVEY CONTROL
 SM1216  ___________________________________________________________________
 SM1216* NAD 83(1996)-  47 46 02.70680(N)    099 55 52.36423(W)     ADJUSTED  
 SM1216* NAVD 88     -                                                        
 SM1216  ___________________________________________________________________
 SM1216  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 SM1216  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 SM1216
 SM1216  HORZ ORDER  -  THIRD
 SM1216
 SM1216.The horizontal coordinates were established by classical geodetic methods
 SM1216.and adjusted by the National Geodetic Survey in January 1998..
 SM1216
 SM1216
 SM1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1216
 SM1216.The geoid height was determined by GEOID03.
 SM1216
 SM1216;                    North         East     Units Scale Factor Converg.
 SM1216;SPC ND N     -    85,479.271   642,633.943   MT  0.99995110   +0 25 23.7
 SM1216;SPC ND N     -   280,443.80  2,108,379.08   iFT  0.99995110   +0 25 23.7
 SM1216;UTM  14      - 5,290,870.142   430,224.396   MT  0.99965983   -0 41 22.3
 SM1216
 SM1216                          SUPERSEDED SURVEY CONTROL
 SM1216
 SM1216  NAD 83(1986)-  47 46 02.71151(N)    099 55 52.36425(W) AD(       ) 4
 SM1216  NAD 27      -  47 46 02.71400(N)    099 55 50.91300(W) AD(       ) 3
 SM1216
 SM1216.Superseded values are not recommended for survey control.
 SM1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1216.See file dsdata.txt to determine how the superseded data were derived.
 SM1216
 SM1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3022490870(NAD 83)
 SM1216_MARKER: 91 = CHURCH CROSS
 SM1216
 SM1216  HISTORY     - Date     Condition        Report By
 SM1216  HISTORY     - 1962     FIRST OBSERVED   CGS
 SM1216
 SM1216                          STATION DESCRIPTION
 SM1216
 SM1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1216'THE STATION IS LOCATED IN THE EASTERN SECTION OF HARVEY AT THE
 SM1216'INTERSECTION OF DEVINE AVE. AND BREWSTER ST.
 SM1216'
 SM1216'THE BUILDING IS OF BRICK CONSTRUCTION, 70 FEET WIDE AND 100
 SM1216'FEET LONG.  THE BELL TOWER IS AT THE NORTHWEST CORNER OF THE
 SM1216'BUILDING AND ABOUT 100 FEET HIGH WITH A LARGE CROSS AT THE APEX
 SM1216'OF THE ROOF.
 SM1216'
 SM1216'TO REACH FROM THE POST OFFICE IN HARVEY GO SOUTH ON THE MAIN
 SM1216'STREET FOR 2 BLOCKS.  TURN LEFT AND GO EAST ON U.S. HIGHWAY
 SM1216'52 FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 SM1216'
 SM1216'THE POINT INTERSECTED WAS THE TOPMOST POINT OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1214 ***********************************************************************
 SM1214  DESIGNATION -  HARVEY WATER STORAGE TANK
 SM1214  PID         -  SM1214
 SM1214  STATE/COUNTY-  ND/WELLS
 SM1214  USGS QUAD   -  HARVEY (1986)
 SM1214
 SM1214                         *CURRENT SURVEY CONTROL
 SM1214  ___________________________________________________________________
 SM1214* NAD 83(1996)-  47 46 28.76305(N)    099 55 29.36889(W)     ADJUSTED  
 SM1214* NAVD 88     -                                                        
 SM1214  ___________________________________________________________________
 SM1214  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 SM1214  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 SM1214
 SM1214  HORZ ORDER  -  THIRD
 SM1214
 SM1214.The horizontal coordinates were established by classical geodetic methods
 SM1214.and adjusted by the National Geodetic Survey in January 1998..
 SM1214
 SM1214
 SM1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1214
 SM1214.The geoid height was determined by GEOID03.
 SM1214
 SM1214;                    North         East     Units Scale Factor Converg.
 SM1214;SPC ND N     -    86,287.512   643,106.710   MT  0.99995041   +0 25 40.8
 SM1214;SPC ND N     -   283,095.51  2,109,930.15   iFT  0.99995041   +0 25 40.8
 SM1214;UTM  14      - 5,291,668.816   430,712.628   MT  0.99965899   -0 41 05.5
 SM1214
 SM1214                          SUPERSEDED SURVEY CONTROL
 SM1214
 SM1214  NAD 83(1986)-  47 46 28.76767(N)    099 55 29.36892(W) AD(       ) 4
 SM1214  NAD 27      -  47 46 28.76500(N)    099 55 27.91500(W) AD(       ) 3
 SM1214
 SM1214.Superseded values are not recommended for survey control.
 SM1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1214.See file dsdata.txt to determine how the superseded data were derived.
 SM1214
 SM1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3071391669(NAD 83)
 SM1214_MARKER: 51 = TANK
 SM1214
 SM1214  HISTORY     - Date     Condition        Report By
 SM1214  HISTORY     - 1962     FIRST OBSERVED   CGS
 SM1214
 SM1214                          STATION DESCRIPTION
 SM1214
 SM1214'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1134 ***********************************************************************
 RP1134  DESIGNATION -  HARWOOD FARMER ELEV MID LT ROD
 RP1134  PID         -  RP1134
 RP1134  STATE/COUNTY-  ND/CASS
 RP1134  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP1134
 RP1134                         *CURRENT SURVEY CONTROL
 RP1134  ___________________________________________________________________
 RP1134* NAD 83(1996)-  46 58 45.06835(N)    096 52 47.15536(W)     ADJUSTED  
 RP1134* NAVD 88     -                                                        
 RP1134  ___________________________________________________________________
 RP1134  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 RP1134  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP1134
 RP1134  HORZ ORDER  -  THIRD
 RP1134
 RP1134.The horizontal coordinates were established by classical geodetic methods
 RP1134.and adjusted by the National Geodetic Survey in January 1998..
 RP1134
 RP1134
 RP1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1134
 RP1134.The geoid height was determined by GEOID03.
 RP1134
 RP1134;                    North         East     Units Scale Factor Converg.
 RP1134;SPC ND S     -   152,241.698   875,333.185   MT  0.99993903   +2 38 25.9
 RP1134;SPC ND S     -   499,480.64  2,871,828.03   iFT  0.99993903   +2 38 25.9
 RP1134;SPC MN C     -   323,307.643   599,952.611   MT  0.99998529   -1 54 08.4
 RP1134;UTM  14      - 5,205,032.883   661,252.152   MT  0.99991959   +1 33 01.6
 RP1134
 RP1134                          SUPERSEDED SURVEY CONTROL
 RP1134
 RP1134  NAD 83(1986)-  46 58 45.06733(N)    096 52 47.14704(W) AD(       ) 4
 RP1134  NAD 27      -  46 58 45.19300(N)    096 52 45.85800(W) AD(       ) 3
 RP1134
 RP1134.Superseded values are not recommended for survey control.
 RP1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1134.See file dsdata.txt to determine how the superseded data were derived.
 RP1134
 RP1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6125205033(NAD 83)
 RP1134_MARKER: 84 = LIGHTNING ROD
 RP1134
 RP1134  HISTORY     - Date     Condition        Report By
 RP1134  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1134
 RP1134                          STATION DESCRIPTION
 RP1134
 RP1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1134'THE STATION IS THE MIDDLE 1 OF 3 LIGHTNING ARRESTERS ATOP
 RP1134'THE MOST NORTHERN AND TALLEST OF THE TWO ELEVATORS LOCATED
 RP1134'IN THE TOWN OF HARWOOD.  IT IS A WHITE WOODEN BUILDING AND
 RP1134'IS APPROXIMATELY 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1136 ***********************************************************************
 RP1136  DESIGNATION -  HARWOOD MINNKOTA PWR RAD MAST
 RP1136  PID         -  RP1136
 RP1136  STATE/COUNTY-  ND/CASS
 RP1136  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP1136
 RP1136                         *CURRENT SURVEY CONTROL
 RP1136  ___________________________________________________________________
 RP1136* NAD 83(1996)-  46 58 55.00934(N)    096 52 52.99807(W)     ADJUSTED  
 RP1136* NAVD 88     -                                                        
 RP1136  ___________________________________________________________________
 RP1136  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 RP1136  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP1136
 RP1136  HORZ ORDER  -  THIRD
 RP1136
 RP1136.The horizontal coordinates were established by classical geodetic methods
 RP1136.and adjusted by the National Geodetic Survey in January 1998..
 RP1136
 RP1136
 RP1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1136
 RP1136.The geoid height was determined by GEOID03.
 RP1136
 RP1136;                    North         East     Units Scale Factor Converg.
 RP1136;SPC ND S     -   152,542.651   875,195.703   MT  0.99993915   +2 38 21.7
 RP1136;SPC ND S     -   500,468.02  2,871,376.98   iFT  0.99993915   +2 38 21.7
 RP1136;SPC MN C     -   323,618.554   599,839.392   MT  0.99998584   -1 54 12.7
 RP1136;UTM  14      - 5,205,336.391   661,120.423   MT  0.99991907   +1 32 57.6
 RP1136
 RP1136                          SUPERSEDED SURVEY CONTROL
 RP1136
 RP1136  NAD 83(1986)-  46 58 55.00823(N)    096 52 52.98963(W) AD(       ) 4
 RP1136  NAD 27      -  46 58 55.13400(N)    096 52 51.69600(W) AD(       ) 3
 RP1136
 RP1136.Superseded values are not recommended for survey control.
 RP1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1136.See file dsdata.txt to determine how the superseded data were derived.
 RP1136
 RP1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6112005336(NAD 83)
 RP1136_MARKER: 42 = RADIO/TV MAST
 RP1136
 RP1136  HISTORY     - Date     Condition        Report By
 RP1136  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1136
 RP1136                          STATION DESCRIPTION
 RP1136
 RP1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1136'THE STATION IS THE LIGHT ATOP THE METAL RADIO MAST LOCATED
 RP1136'IN THE TOWN OF HARWOOD.  IT IS APPROXIMATELY 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1131 ***********************************************************************
 RP1131  CBN         -  This is a Cooperative Base Network Control Station.
 RP1131  DESIGNATION -  HARWOOD NW BASE
 RP1131  PID         -  RP1131
 RP1131  STATE/COUNTY-  ND/CASS
 RP1131  USGS QUAD   -  WEST FARGO NORTH (1976)
 RP1131
 RP1131                         *CURRENT SURVEY CONTROL
 RP1131  ___________________________________________________________________
 RP1131* NAD 83(1996)-  46 59 29.89012(N)    096 53 19.91265(W)     ADJUSTED  
 RP1131* NAVD 88     -       270.9    (meters)     889.     (feet)  GPS OBS   
 RP1131  ___________________________________________________________________
 RP1131  X           -    -522,779.615 (meters)                     COMP
 RP1131  Y           -  -4,327,068.886 (meters)                     COMP
 RP1131  Z           -   4,641,309.522 (meters)                     COMP
 RP1131  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 RP1131  ELLIP HEIGHT-         244.67  (meters)          (04/07/03) GPS OBS
 RP1131  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RP1131
 RP1131  HORZ ORDER  -  A
 RP1131  ELLP ORDER  -  THIRD     CLASS II
 RP1131
 RP1131.The horizontal coordinates were established by GPS observations
 RP1131.and adjusted by the National Geodetic Survey in April 2003..
 RP1131
 RP1131.The orthometric height was determined by GPS observations and a
 RP1131.high-resolution geoid model.
 RP1131
 RP1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1131
 RP1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1131
 RP1131.The ellipsoidal height was determined by GPS observations
 RP1131.and is referenced to NAD 83.
 RP1131
 RP1131.The geoid height was determined by GEOID03.
 RP1131
 RP1131;                    North         East     Units Scale Factor Converg.
 RP1131;SPC ND S     -   153,592.427   874,578.037   MT  0.99993960   +2 38 02.0
 RP1131;SPC ND S     -   503,912.16  2,869,350.52   iFT  0.99993960   +2 38 02.0
 RP1131;SPC MN C     -   324,714.006   599,306.788   MT  0.99998777   -1 54 32.1
 RP1131;UTM  14      - 5,206,397.703   660,522.849   MT  0.99991670   +1 32 38.8
 RP1131
 RP1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1131!SPC ND S     -   0.99996165  x   0.99993960  =   0.99990125
 RP1131!SPC MN C     -   0.99996165  x   0.99998777  =   0.99994942
 RP1131!UTM  14      -   0.99996165  x   0.99991670  =   0.99987835
 RP1131
 RP1131|---------------------------------------------------------------------|
 RP1131| PID    Reference Object                     Distance      Geod. Az  |
 RP1131|                                                           dddmmss.s |
 RP1131| CO9684 HARWOOD NW BASE RM 1                 59.448 METERS 14642     |
 RP1131| RP1136 HARWOOD MINNKOTA PWR RAD MAST       APPROX. 1.2 KM 1520944.0 |
 RP1131| RP1134 HARWOOD FARMER ELEV MID LT ROD      APPROX. 1.5 KM 1532532.8 |
 RP1131| RP0392 H 47                                               1545838.6 |
 RP1131| CO9685 HARWOOD NW BASE RM 2                 33.964 METERS 24722     |
 RP1131|---------------------------------------------------------------------|
 RP1131
 RP1131                          SUPERSEDED SURVEY CONTROL
 RP1131
 RP1131  NAD 83(1996)-  46 59 29.88955(N)    096 53 19.91883(W) AD(       ) 1
 RP1131  NAD 83(1986)-  46 59 29.88838(N)    096 53 19.91050(W) AD(       ) 1
 RP1131  NAD 27      -  46 59 30.01200(N)    096 53 18.61800(W) AD(       ) 1
 RP1131  NGVD 29 (07/19/86)  271.6    (m)          891.     (f) VERT ANG       
 RP1131
 RP1131.Superseded values are not recommended for survey control.
 RP1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1131.See file dsdata.txt to determine how the superseded data were derived.
 RP1131
 RP1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6052306398(NAD 83)
 RP1131_MARKER: DS = TRIANGULATION STATION DISK
 RP1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1131_STAMPING: HARWOOD NW BASE 1954
 RP1131_MARK LOGO: CGS   
 RP1131_PROJECTION: PROJECTING 0 CENTIMETERS
 RP1131_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1131+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 RP1131
 RP1131  HISTORY     - Date     Condition        Report By
 RP1131  HISTORY     - 1954     MONUMENTED       CGS
 RP1131  HISTORY     - 1962     GOOD             CGS
 RP1131  HISTORY     - 19930909 GOOD             MNDT
 RP1131  HISTORY     - 20020710 GOOD             LOCENG
 RP1131
 RP1131                          STATION DESCRIPTION
 RP1131
 RP1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1131'THE STATION IS LOCATED NEAR THE CENTER OF THE SOUTH SIDE
 RP1131'OF SEC. 28, T. 141 N., R. 48 W., ABOUT 1 MILE NORTH-NORTHWEST
 RP1131'OF THE TOWN OF HARWOOD, ON THE RIGHT-OF-WAY BETWEEN U.S. HIGHWAY
 RP1131'81 AND THE GREAT NORTHERN RAILROAD.
 RP1131'
 RP1131'TO REACH FROM THE MINNKOTA POWER CO. BUILDING AT THE NORTH
 RP1131'EDGE OF HARWOOD.  GO NORTHERLY ON U.S. HIGHWAY 81 FOR 0.85
 RP1131'MILES TO CROSSROADS AND STATION ON LEFT.
 RP1131'
 RP1131'THE STATION MARK, 81.5 FEET WEST OF THE CENTER LINE OF HIGHWAY
 RP1131'81, 52 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 42 FEET
 RP1131'SOUTH OF THE CENTER OF AN EAST-AND-WEST ROAD, AND 46 FEET
 RP1131'NORTHWEST OF A WHITE WITNESS POST, PROJECTS 1 INCH AND THE
 RP1131'DISK IS STAMPED HARWOOD NW BASE 1954.
 RP1131'
 RP1131'REFERENCE MARK NO. 1, SOUTHEAST OF AND APPROXIMATELY 1 FOOT
 RP1131'HIGHER THAN THE STATION, IS 76 FEET EAST OF THE EAST RAIL
 RP1131'OF THE RAILROAD, 1 FOOT NORTH OF A TELEPHONE POLE, AND PROJECTS
 RP1131'1 INCH.  THE DISK IS STAMPED HARWOOD NW BASE NO 1 1954.
 RP1131'
 RP1131'REFERENCE MARK NO. 2, WEST-SOUTHWEST OF AND APPROXIMATELY 3 FEET
 RP1131'HIGHER THAN THE STATION, IS 55 FEET WEST OF THE WEST RAIL OF
 RP1131'THE RAILROAD, ONE FOOT NORTH OF A TELEGRAPH POLE, AND PROJECTS 1
 RP1131'INCH.  THE DISK IS STAMPED HARWOOD NW BASE NO 2 1954.
 RP1131'
 RP1131'BENCH MARK H-47 SERVES AS AN AZIMUTH MARK.  IT IS APPROXIMATELY
 RP1131'0.95 MILES SOUTH-SOUTHEAST OF THE STATION, 2.6 FEET SOUTH
 RP1131'OF THE THIRD TELEGRAPH POLE SOUTH OF THE RAILROAD DEPOT IN
 RP1131'HARWOOD, ACROSS THE STREET, EAST FROM THE HARWOOD STATE BANK, 70
 RP1131'FEET WEST OF THE WEST RAIL OF THE RAILROAD, AND 54 FEET EAST OF
 RP1131'THE CENTER OF THE STREET.  THE MARK IS A STANDARD U.S.C. AND
 RP1131'G.S. DISK SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 3
 RP1131'INCHES AND THE DISK IS STAMPED H 47 1934.
 RP1131'
 RP1131'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP1131
 RP1131                          STATION RECOVERY (1962)
 RP1131
 RP1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1131'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP1131'CONDITION.  CONCRETE POSTS WERE FOUND LYING ON TOP OF THE GROUND
 RP1131'NEAR THE STATION AND NEAR R.M. NO. 2 AND SHOULD NOT BE CONFUSED
 RP1131'WITH SURVEY MARKS.  THESE POSTS WERE PROBABLY SUPPORTS FOR
 RP1131'SIGNS.
 RP1131'
 RP1131'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 RP1131
 RP1131                          STATION RECOVERY (1993)
 RP1131
 RP1131'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 RP1131'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1131'THE CHAINED DISTANCE BETWEEN THE STATION AND RM 2 WAS GREATER BY 0.98
 RP1131'FT (29.87 CM) THEN PREVIOUSLY RECORDED.  RM 1 WAS NOT FOUND AT THIS
 RP1131'TIME.  THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NNW OF THE TOWN OF
 RP1131'HARWOOD NEAR THE CENTER OF THE SOUTH SIDE OF SECTION 28, T141N, R48W.
 RP1131'TO REACH THE MARK FROM THE MINNKOTA POWER CO BLDG AT NORTH EDGE OF
 RP1131'HARWOOD, GO NORTH FOR 0.85 MI (1.37 KM) ON TH 81.  THE MARK, A DISK
 RP1131'SET IN A CONC MON, IS 79.5 FT (24.2 M) WEST OF TH 81, 53 FT (16.2 M)
 RP1131'EAST OF THE EAST RAIL OF THE RR TRACKS, 42 FT (12.8 M) SOUTH OF AN E-W
 RP1131'RD, 46 FT (14.0 M) NW OF A WIT POST, 195.04 FT (59.45 M) NW OF RM 1,
 RP1131'AND 112.41 FT (34.26 M) ENE OF RM 2.  RECOVERED AND DESCRIBED BY DAVID
 RP1131'K HERDER, TYPED BY D.J.E.
 RP1131
 RP1131                          STATION RECOVERY (2002)
 RP1131
 RP1131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002
 RP1131'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTH SIDE OF SECTION
 RP1131'33, T. 141 N, R. 49 W,
 RP1131'ABOUT 1 MILE NORTH-NORTHWEST FROM HARWOOD, ON THE RIGHT-OF WAY BETWEEN
 RP1131'U.S.HIGHWAY
 RP1131'81 AND THE BNSF RAILWAY.  TO REACH THE STATION FROM THE MINNKOTA POWER
 RP1131'CO. BUILDING AT
 RP1131'THE NORTH EDGE OF HARWOOD.  GO NORTHERLY ON U.S. HIGHWAY 81 FOR 0.85
 RP1131'MILES TO A
 RP1131'CROSSROADS AND THE STATION ON THE LEFT.   THE STATION IS 79.5 FEET
 RP1131'WEST-SOUTHWEST U.S.
 RP1131'HIGHWAY 81, 53.3 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE BNSF
 RP1131'RAILROAD, 40 FEET SOUTH
 RP1131'OF THE CENTER LINE OF EAST WEST ROAD, AND 10 FEET EAST OF A STREET
 RP1131'SIGN POST.
 RP1131'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1098 ***********************************************************************
 RP1098  CBN         -  This is a Cooperative Base Network Control Station.
 RP1098  DESIGNATION -  HARWOOD SE BASE
 RP1098  PID         -  RP1098
 RP1098  STATE/COUNTY-  ND/CASS
 RP1098  USGS QUAD   -  FARGO NORTH (1993)
 RP1098
 RP1098                         *CURRENT SURVEY CONTROL
 RP1098  ___________________________________________________________________
 RP1098* NAD 83(1996)-  46 54 19.41963(N)    096 49 36.65851(W)     ADJUSTED  
 RP1098* NAVD 88     -       273.0    (meters)     896.     (feet)  GPS OBS   
 RP1098  ___________________________________________________________________
 RP1098  X           -    -518,928.822 (meters)                     COMP
 RP1098  Y           -  -4,334,590.100 (meters)                     COMP
 RP1098  Z           -   4,634,765.776 (meters)                     COMP
 RP1098  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 RP1098  ELLIP HEIGHT-         246.66  (meters)          (04/07/03) GPS OBS
 RP1098  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RP1098
 RP1098  HORZ ORDER  -  A
 RP1098  ELLP ORDER  -  THIRD     CLASS II
 RP1098
 RP1098.The horizontal coordinates were established by GPS observations
 RP1098.and adjusted by the National Geodetic Survey in April 2003..
 RP1098
 RP1098.The orthometric height was determined by GPS observations and a
 RP1098.high-resolution geoid model.
 RP1098
 RP1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1098
 RP1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1098
 RP1098.The ellipsoidal height was determined by GPS observations
 RP1098.and is referenced to NAD 83.
 RP1098
 RP1098.The geoid height was determined by GEOID03.
 RP1098
 RP1098;                    North         East     Units Scale Factor Converg.
 RP1098;SPC ND S     -   144,234.642   879,738.151   MT  0.99993661   +2 40 44.9
 RP1098;SPC ND S     -   473,210.77  2,886,280.02   iFT  0.99993661   +2 40 44.9
 RP1098;SPC MN C     -   314,976.498   603,709.667   MT  0.99997161   -1 51 50.6
 RP1098;UTM  14      - 5,196,943.486   665,503.824   MT  0.99993667   +1 35 14.1
 RP1098
 RP1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1098!SPC ND S     -   0.99996134  x   0.99993661  =   0.99989795
 RP1098!SPC MN C     -   0.99996134  x   0.99997161  =   0.99993295
 RP1098!UTM  14      -   0.99996134  x   0.99993667  =   0.99989801
 RP1098
 RP1098:                Primary Azimuth Mark                     Grid Az
 RP1098:SPC ND S     -  FARGO NORTH MUNICIPAL TANK               109 05 40.5
 RP1098:SPC MN C     -  FARGO NORTH MUNICIPAL TANK               113 38 16.0
 RP1098:UTM  14      -  FARGO NORTH MUNICIPAL TANK               110 11 11.3
 RP1098
 RP1098|---------------------------------------------------------------------|
 RP1098| PID    Reference Object                     Distance      Geod. Az  |
 RP1098|                                                           dddmmss.s |
 RP1098| RP1102 FARGO NORTH MUNICIPAL TANK          APPROX. 2.7 KM 1114625.4 |
 RP1098| RP0384 E 47                                 28.389 METERS 14301     |
 RP1098| CO9689 HARWOOD SE BASE RM 4                 30.742 METERS 14413     |
 RP1098| RP1114 FARGO RED OWL TANK                  APPROX. 3.5 KM 1820406.8 |
 RP1098| CO9687 HARWOOD SE BASE RM 2                 51.481 METERS 23033     |
 RP1098| CO9686 HARWOOD SE BASE AZ MK                              2671512.3 |
 RP1098| CO9690 HARWOOD SE BASE AZ MK 2                            2675217.9 |
 RP1098| CO9688 HARWOOD SE BASE RM 3                 41.843 METERS 34007     |
 RP1098|---------------------------------------------------------------------|
 RP1098
 RP1098                          SUPERSEDED SURVEY CONTROL
 RP1098
 RP1098  NAD 83(1996)-  46 54 19.41990(N)    096 49 36.65833(W) AD(       ) 1
 RP1098  NAD 83(1986)-  46 54 19.41897(N)    096 49 36.64988(W) AD(       ) 1
 RP1098  NAD 27      -  46 54 19.54600(N)    096 49 35.35500(W) AD(       ) 1
 RP1098  NGVD 29 (07/19/86)  272.6    (m)          894.     (f) VERT ANG       
 RP1098
 RP1098.Superseded values are not recommended for survey control.
 RP1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1098.See file dsdata.txt to determine how the superseded data were derived.
 RP1098
 RP1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6550496943(NAD 83)
 RP1098_MARKER: DS = TRIANGULATION STATION DISK
 RP1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1098_STAMPING: HARWOOD SE BASE 1954
 RP1098_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1098+STABILITY: SURFACE MOTION
 RP1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1098+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004
 RP1098
 RP1098  HISTORY     - Date     Condition        Report By
 RP1098  HISTORY     - 1954     MONUMENTED       CGS
 RP1098  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RP1098  HISTORY     - 1959     SEE DESCRIPTION  USGS
 RP1098  HISTORY     - 1962     GOOD             CGS
 RP1098  HISTORY     - 1971     GOOD             NGS
 RP1098  HISTORY     - 1975     GOOD             NGS
 RP1098  HISTORY     - 1977     GOOD             NGS
 RP1098  HISTORY     - 20020710 GOOD             LOCENG
 RP1098  HISTORY     - 20040613 GOOD             COMPA
 RP1098
 RP1098                          STATION DESCRIPTION
 RP1098
 RP1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1098'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF THE SOUTHEAST
 RP1098'1/4 OF SEC. 26, T. 140 N., R. 49 W., ABOUT ONE MILES NORTHWEST
 RP1098'OF FARGO AND ABOUT 3/4 MILE WEST OF THE HECTOR FIELD AIRPORT,
 RP1098'IN THE FENCE-LINE ON THE WEST SIDE OF THE GREAT NORTHERN
 RP1098'RAILROAD.
 RP1098'
 RP1098'TO REACH FROM A POINT ABOUT 0.5 MILES WEST OF HECTOR FIELD
 RP1098'AIRPORT, WHERE U.S. HIGHWAY TURNS NORTH.  GO WEST ON A GRAVEL
 RP1098'ROAD FOR 0.15 MILES TO A RAILROAD CROSSING AND STATION ON RIGHT.
 RP1098'
 RP1098'THE STATION MARK, 181 FEET NORTH OF THE CENTER OF A GRAVEL
 RP1098'ROAD, 71.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 RP1098'31 FEET SOUTHWEST OF MILE POST 26, AND 2 FEET SOUTH OF A
 RP1098'WHITE WITNESS POST, PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RP1098'HARWOOD SE BASE 1954.
 RP1098'
 RP1098'BENCH MARK E-47 SERVES AS REFERENCE MARK NO. 1.  IT IS SOUTHEAST
 RP1098'OF THE STATION, 54 FEET WEST OF THE WEST RAIL OF THE RAILROAD,
 RP1098'10 FEET NORTH OF A TELEGRAPH POLE AND PROJECTS 4 INCHES.  THE
 RP1098'MARK IS A STANDARD U.S.C. AND G.S. DISK SET IN A SQUARE
 RP1098'TOPPED CONCRETE POST, AND THE DISK IS STAMPED E 47 1934.
 RP1098'
 RP1098'REFERENCE MARK NO. 2, SOUTHWEST OF THE STATION, IS 52 FEET NORTH
 RP1098'OF THE CENTER OF A GRAVEL ROAD, 1 FOOT NORTHWEST OF A POWER
 RP1098'POLE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED HARWOOD SE BASE
 RP1098'NO 2 1954.
 RP1098'
 RP1098'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILES WEST-SOUTHWEST, IS 55
 RP1098'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 40 FEET EAST OF THE
 RP1098'CENTER OF A PRIVATE DRIVEWAY, 1.5 FEET EAST OF A WHITE WITNESS
 RP1098'POST, 1 FOOT EAST OF A POWER POLE, AND PROJECTS 5 INCHES.  THE
 RP1098'DISK IS STAMPED HARWOOD SE BASE 1954.
 RP1098'
 RP1098'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP1098
 RP1098                          STATION RECOVERY (1957)
 RP1098
 RP1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1098'STATION IS BELIEVED DESTROYED.  A CONCRETE BASE WITH THE DISC
 RP1098'MISSING WAS FOUND LAYING ON ITS SIDE CLOSE TO THE STATION SITE.
 RP1098'THE CONCRETE BASE OF R.M. NO. 2, WITH DISC INTACT WAS FOUND
 RP1098'CLOSE BY.  THIS BASE HAD BEEN REMOVED FROM ITS ORIGINAL POSITION.
 RP1098'THE DISC WAS REMOVED BY THIS PARTY.  B.M. E 47 1934 WHICH
 RP1098'SERVED AS REFERENCE MARK NO. 1 WAS RECOVERED IN APPARENT GOOD
 RP1098'CONDITION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.  A
 RP1098'THOROUGH SEARCH WAS MADE FOR THE MISSING STATION MARK DISK BUT
 RP1098'IT WAS NOT FOUND.
 RP1098
 RP1098                          STATION RECOVERY (1959)
 RP1098
 RP1098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 RP1098'STATION AND BOTH REFERENCE MARKS WERE FOUND LYING ON GROUND.
 RP1098
 RP1098                          STATION RECOVERY (1962)
 RP1098
 RP1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1098'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 RP1098'CONDITION.  THE STATION MARK HAD BEEN REPORTED DESTROYED
 RP1098'BUT IT WAS FOUND AT THE DESCRIBED LOCATION AND WAS JUST BELOW
 RP1098'THE SURFACE OF THE GROUND.  BENCH MARK E 47 AND R.M. NO. 2
 RP1098'HAD BEEN DESTROYED SO TWO REFERENCE MARKS WERE SET.
 RP1098'
 RP1098'R.M. NO. 3 IS NORTH-NORTHEAST OF THE STATION, 55 FEET WEST
 RP1098'OF THE WEST RAIL OF RAILROAD AND 1-1/2 FEET SOUTH OF THE
 RP1098'THIRD TELEGRAPH POLE NORTH OF THE ROAD.  THE MARK PROJECTS
 RP1098'ABOUT 3 INCHES AND THE DISK IS STAMPED HARWOOD SE BASE NO
 RP1098'3 1954.
 RP1098'
 RP1098'R.M. NO. 4 IS SOUTH-SOUTHEAST OF THE STATION, 55 FEET WEST
 RP1098'OF WEST RAIL OF RAILROAD AND 1-1/2 FEET NORTH OF THE FIRST
 RP1098'TELEGRAPH POLE NORTH OF THE ROAD.  THE MARK PROJECTS ABOUT
 RP1098'3 INCHES AND THE DISK IS STAMPED HARWOOD SE BASE NO 4 1954.
 RP1098'
 RP1098'THE ORIGINAL DESCRIPTION TO REACH THE STATION AND AZIMUTH
 RP1098'MARKS IS ADEQUATE FOR RECOVERY.
 RP1098
 RP1098                          STATION RECOVERY (1971)
 RP1098
 RP1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 RP1098'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1098'
 RP1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 RP1098'NORTHWEST OF FARGO
 RP1098
 RP1098                          STATION RECOVERY (1975)
 RP1098
 RP1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1098'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 RP1098'IN GOOD CONDITION.
 RP1098'
 RP1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1098'ONE MILE NW OF FARGO.
 RP1098
 RP1098                          STATION RECOVERY (1977)
 RP1098
 RP1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RP1098'THE STATION MARK, AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 RP1098'IN GOOD CONDITION, BUT A DIFFERENCE OF 9.94 FEET WAS FOUND IN THE
 RP1098'DISTANCE TO REFERENCE MARK NO. 3.  THE AZIMUTH MARK WAS FOUND IN
 RP1098'FAIR CONDITION, IT WAS ON A MOUND OF EARTH BESIDE A POWER
 RP1098'POLE - THE MOUND WAS ABOUT 2-FEET HIGH - THE MARK WAS SOLID.  DUE
 RP1098'TO STREET IMPROVEMENTS IT WAS NECESSARY TO SET A NEW AZIMUTH MARK.
 RP1098'THE DISK WAS REMOVED FROM AZIMUTH MARK 1954 AT THIS TIME.
 RP1098'
 RP1098'A NEW DESCRIPTION FOLLOWS--
 RP1098'
 RP1098'THE STATION IS LOCATED IN THE NORTHWEST PART OF FARGO, ABOUT 3/4
 RP1098'WEST OF HECTOR FIELD AIRPORT AND 3/4 MILE EAST OF INTERSTATE
 RP1098'HIGHWAY 29, IN THE FENCE LINE ALONG THE WEST SIDE OF THE GREAT
 RP1098'NORTHERN RAILROAD, AND THE EAST EDGE OF THE UNIVERSITY FARM, IN
 RP1098'THE SW-1/4 OF THE SE-1/4 OF SEC. 26, T 140 N, R 49 W.
 RP1098'
 RP1098'TO REACH THE STATION FROM A POINT ABOUT 0.5 MILE WEST OF HECTOR
 RP1098'FIELD AIRPORT, WHERE STATE HIGHWY 81 TURNS NORTH, GO WEST ON A
 RP1098'GRAVELED ROAD 0.15 MILE TO A RAILROD CROSSING AND THE STATION ON
 RP1098'THE RIGHT AS DESCRIBED.
 RP1098'
 RP1098'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 RP1098'GRAVELED ROAD 0.65 MILE TO THE EAST END OF THE INTERSTATE HIGHWAY
 RP1098'29 OVERPASS AND THE MARK ON THE RIGHT AS DESCRIBED.
 RP1098'
 RP1098'THE STATION MARK IS A STANDARD DISK STAMPED HARWOOD SE BASE 1954,
 RP1098'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 4-INCHES BELOW
 RP1098'GROUND LEVEL.  IT IS 181 FEET NORTH OF THE CENTER OF THE GRAVELED
 RP1098'ROAD, 71 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 31
 RP1098'FEET SOUTHWEST OF THE 2ND TELEGRAPH POLE NORTH OF THE ROAD, AND
 RP1098'3.5 FEET SOUTH OF A METAL WITNESS POST.
 RP1098'
 RP1098'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HARWOOD SE BASE
 RP1098'NO 3 1954, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 RP1098'PROJECTS 6-INCHES.  IT IS 339 FEET NORTH OF THE CENTER OF THE
 RP1098'GRAVELED ROAD, 55 FEET WEST OF THE WEST RAIL, 17 FEET EAST OF A
 RP1098'FENCE, AND 2 FEET SOUTH OF THE 3RD TELEGRAPH POLE NORTH OF THE
 RP1098'ROAD.
 RP1098'
 RP1098'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HARWOOD SE BASE
 RP1098'NO 4 1954, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 RP1098'PROJECTS 4-INCHES.  IT IS 139 FEET NORTHWEST OF THE CENTER OF THE
 RP1098'RAILROAD CROSSING, 93 FEET NORTH OF THE CENTER OF THE ROAD, 55
 RP1098'FEET WEST OF THE WEST RAIL, 17 FEET EAST OF THE FENCE, 1.5 FEET
 RP1098'NORTH OF THE 1ST TELEGRAPH POLE NORTH OF THE ROAD, AND 1.5 FEET
 RP1098'SOUTH OF A METAL WITNESS POST.
 RP1098'
 RP1098'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARWOOD SE BASE 1954
 RP1098'1977, SET IN A DRILLED HOLE IN THE TOP OF THE EAST HEADWALL OF THE
 RP1098'I 90 OVERPASS, 8-INCHES NORTHWEST OF THE NORTHEAST CORNER OF THE
 RP1098'OVERPASS, AND 6-INCHES NORTH OF THE NORTH SIDE OF THE OVERPASS.
 RP1098'
 RP1098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1098'AT FARGO.
 RP1098
 RP1098                          STATION RECOVERY (2002)
 RP1098
 RP1098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (CSM)
 RP1098'RECOVERED AS DESCRIBED.
 RP1098'
 RP1098
 RP1098                          STATION RECOVERY (2004)
 RP1098
 RP1098'RECOVERY NOTE BY COMPASSCOM INC 2004 (RL)
 RP1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1295 ***********************************************************************
 TD1295  DESIGNATION -  HASKETT N BASE MARK
 TD1295  PID         -  TD1295
 TD1295  STATE/COUNTY-  ND/CAVALIER
 TD1295  USGS QUAD   -  
 TD1295
 TD1295                         *CURRENT SURVEY CONTROL
 TD1295  ___________________________________________________________________
 TD1295* NAD 83(1996)-  49 02 37.03067(N)    097 59 17.55744(W)     ADJUSTED  
 TD1295* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 TD1295  ___________________________________________________________________
 TD1295  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 TD1295  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 TD1295
 TD1295  HORZ ORDER  -  THIRD
 TD1295
 TD1295.The horizontal coordinates were established by classical geodetic methods
 TD1295.and adjusted by the National Geodetic Survey in January 1998..
 TD1295
 TD1295.The orthometric height was scaled from a topographic map.
 TD1295
 TD1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1295
 TD1295.The geoid height was determined by GEOID03.
 TD1295
 TD1295;                    North         East     Units Scale Factor Converg.
 TD1295;SPC ND N     -   230,224.306   783,613.052   MT  1.00007637   +1 52 08.8
 TD1295;SPC ND N     -   755,329.09  2,570,908.96   iFT  1.00007637   +1 52 08.8
 TD1295;UTM  14      - 5,432,797.851   573,939.663   MT  0.99966716   +0 45 50.9
 TD1295
 TD1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1295!SPC ND N     -   0.99995764  x   1.00007637  =   1.00003401
 TD1295!UTM  14      -   0.99995764  x   0.99966716  =   0.99962482
 TD1295
 TD1295|---------------------------------------------------------------------|
 TD1295| PID    Reference Object                     Distance      Geod. Az  |
 TD1295|                                                           dddmmss.s |
 TD1295| TD1296 HASKETT N BASE STA                  375.741 METERS 06545     |
 TD1295|---------------------------------------------------------------------|
 TD1295
 TD1295                          SUPERSEDED SURVEY CONTROL
 TD1295
 TD1295  NAD 83(1986)-  49 02 37.02375(N)    097 59 17.54472(W) AD(       ) 3
 TD1295
 TD1295.Superseded values are not recommended for survey control.
 TD1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1295.See file dsdata.txt to determine how the superseded data were derived.
 TD1295
 TD1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7394032798(NAD 83)
 TD1295_MARKER: X = CHISELED CROSS
 TD1295_SETTING: 0 = UNSPECIFIED SETTING
 TD1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1295
 TD1295  HISTORY     - Date     Condition        Report By
 TD1295  HISTORY     - 1912     MONUMENTED       IBC
 TD1295
 TD1295                          STATION DESCRIPTION
 TD1295
 TD1295'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TD1295'ABOUT 3 MILES ALMOST DUE NORTH OF INTERNATIONAL BOUNDARY MONUMENT
 TD1295'797, AND NEAR THE NORTHEAST CORNER OF NW 1/4 SECTION, TOWNSHIP 1,
 TD1295'RANGE 4 W, PRINCIPAL MERIDIAN, 11.40 METERS NORTHEAST OF THE CENTER
 TD1295'OF THE EAST RAIL OF THE NORTHERN RAILWAY, 141 METERS SOUTH ALONG THE
 TD1295'RAILROAD FROM THE SOUTH SIDE OF THE ROAD ALLOWANCE TO THE NORTH.
 TD1295'
 TD1295'STATION MARK--A CROSS CUT IN A STONE, ABOUT 6 INCHES THICK AND 10
 TD1295'INCHES IN DIAMETER, THE TOP OF WHICH IS SLIGHTLY BELOW THE SURFACE OF
 TD1295'THE GROUND.  THE SUBSURFACE MARK IS A SIMILARLY MARKED STONE 0.44
 TD1295'METER BELOW THE UPPER STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1297 ***********************************************************************
 TD1297  DESIGNATION -  HASKETT S BASE MARK
 TD1297  PID         -  TD1297
 TD1297  STATE/COUNTY-  ND/CAVALIER
 TD1297  USGS QUAD   -  
 TD1297
 TD1297                         *CURRENT SURVEY CONTROL
 TD1297  ___________________________________________________________________
 TD1297* NAD 83(1996)-  49 00 20.98001(N)    097 57 44.35608(W)     ADJUSTED  
 TD1297* NAVD 88     -       292.     (meters)     958.     (feet)  SCALED    
 TD1297  ___________________________________________________________________
 TD1297  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 TD1297  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 TD1297
 TD1297  HORZ ORDER  -  THIRD
 TD1297
 TD1297.The horizontal coordinates were established by classical geodetic methods
 TD1297.and adjusted by the National Geodetic Survey in January 1998..
 TD1297
 TD1297.The orthometric height was scaled from a topographic map.
 TD1297
 TD1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1297
 TD1297.The geoid height was determined by GEOID03.
 TD1297
 TD1297;                    North         East     Units Scale Factor Converg.
 TD1297;SPC ND N     -   226,085.507   785,643.391   MT  1.00006547   +1 53 18.1
 TD1297;SPC ND N     -   741,750.35  2,577,570.18   iFT  1.00006547   +1 53 18.1
 TD1297;UTM  14      - 5,428,622.344   575,889.023   MT  0.99967075   +0 46 59.7
 TD1297
 TD1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1297!SPC ND N     -   0.99995813  x   1.00006547  =   1.00002359
 TD1297!UTM  14      -   0.99995813  x   0.99967075  =   0.99962889
 TD1297
 TD1297|---------------------------------------------------------------------|
 TD1297| PID    Reference Object                     Distance      Geod. Az  |
 TD1297|                                                           dddmmss.s |
 TD1297| TD1298 HASKETT S BASE STA                   49.099 METERS 06546     |
 TD1297| TD1295 HASKETT N BASE MARK                 APPROX. 4.6 KM 3354527.6 |
 TD1297|---------------------------------------------------------------------|
 TD1297
 TD1297                          SUPERSEDED SURVEY CONTROL
 TD1297
 TD1297  NAD 83(1986)-  49 00 20.97282(N)    097 57 44.34392(W) AD(       ) 3
 TD1297
 TD1297.Superseded values are not recommended for survey control.
 TD1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1297.See file dsdata.txt to determine how the superseded data were derived.
 TD1297
 TD1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7588928622(NAD 83)
 TD1297_MARKER: X = CHISELED CROSS
 TD1297_SETTING: 80 = SET IN A BOULDER
 TD1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1297+STABILITY: SURFACE MOTION
 TD1297
 TD1297  HISTORY     - Date     Condition        Report By
 TD1297  HISTORY     - 1912     MONUMENTED       IBC
 TD1297
 TD1297                          STATION DESCRIPTION
 TD1297
 TD1297'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TD1297'ABOUT 700 METERS NORTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 798, IN
 TD1297'SE 1/4 SECTION 5, TOWNSHIP 1, RANGE 4 W, PRINCIPAL MERIDIAN, 11.40
 TD1297'METERS FROM THE CENTER OF THE EAST RAIL OF THE GREAT NORTHERN
 TD1297'RAILWAY, ABOUT 200 METERS NORTH OF THE NORTH END OF THE TRESTLE OVER
 TD1297'THE ONE SMALL WATER HOLE NORTH OF THE INTERNATIONAL BOUNDARY.
 TD1297'
 TD1297'STATION MARK--A CROSS IN THE TOP OF A GRANITE BOULDER 10 INCHES IN
 TD1297'DIAMETER, THE TOP OF WHICH IS A LITTLE BELOW THE SURFACE OF THE
 TD1297'GROUND.  THE SUBSURFACE MARK IS A SIMILARLY MARKED GRANITE BOULDER,
 TD1297'THE TOP OF WHICH IS ONE - HALF METER UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0601 ***********************************************************************
 RQ0601  DESIGNATION -  HASTINGS FARMERS ELEV M LT ROD
 RQ0601  PID         -  RQ0601
 RQ0601  STATE/COUNTY-  ND/BARNES
 RQ0601  USGS QUAD   -  HASTINGS (1970)
 RQ0601
 RQ0601                         *CURRENT SURVEY CONTROL
 RQ0601  ___________________________________________________________________
 RQ0601* NAD 83(1996)-  46 41 00.68889(N)    098 05 34.08140(W)     ADJUSTED  
 RQ0601* NAVD 88     -                                                        
 RQ0601  ___________________________________________________________________
 RQ0601  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 RQ0601  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 RQ0601
 RQ0601  HORZ ORDER  -  THIRD
 RQ0601
 RQ0601.The horizontal coordinates were established by classical geodetic methods
 RQ0601.and adjusted by the National Geodetic Survey in January 1998..
 RQ0601
 RQ0601
 RQ0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0601
 RQ0601.The geoid height was determined by GEOID03.
 RQ0601
 RQ0601;                    North         East     Units Scale Factor Converg.
 RQ0601;SPC ND S     -   115,851.539   784,120.210   MT  0.99993932   +1 45 20.8
 RQ0601;SPC ND S     -   380,090.35  2,572,572.87   iFT  0.99993932   +1 45 20.8
 RQ0601;UTM  14      - 5,170,395.963   569,376.398   MT  0.99965916   +0 39 36.3
 RQ0601
 RQ0601                          SUPERSEDED SURVEY CONTROL
 RQ0601
 RQ0601  NAD 83(1986)-  46 41 00.69336(N)    098 05 34.07127(W) AD(       ) 4
 RQ0601  NAD 27      -  46 41 00.75700(N)    098 05 32.74900(W) AD(       ) 3
 RQ0601
 RQ0601.Superseded values are not recommended for survey control.
 RQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0601.See file dsdata.txt to determine how the superseded data were derived.
 RQ0601
 RQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6937670396(NAD 83)
 RQ0601_MARKER: 84 = LIGHTNING ROD
 RQ0601
 RQ0601  HISTORY     - Date     Condition        Report By
 RQ0601  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0601
 RQ0601                          STATION DESCRIPTION
 RQ0601
 RQ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0601'THE STATION IS THE MIDDLE ROD OF THREE ATOP THE TALLEST AND MOST
 RQ0601'EASTERLY OF THREE ELEVATORS LOCATED IN THE TOWN OF HASTINGS.
 RQ0601'IT IS A CORRUGATED METAL BUILDING APPROXIMATELY 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1288 ***********************************************************************
 SL1288  DESIGNATION -  HATTON MUNICIPAL TANK
 SL1288  PID         -  SL1288
 SL1288  STATE/COUNTY-  ND/TRAILL
 SL1288  USGS QUAD   -  HATTON (1970)
 SL1288
 SL1288                         *CURRENT SURVEY CONTROL
 SL1288  ___________________________________________________________________
 SL1288* NAD 83(1996)-  47 38 21.18686(N)    097 27 28.21796(W)     ADJUSTED  
 SL1288* NAVD 88     -                                                        
 SL1288  ___________________________________________________________________
 SL1288  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 SL1288  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 SL1288
 SL1288  HORZ ORDER  -  THIRD
 SL1288
 SL1288.The horizontal coordinates were established by classical geodetic methods
 SL1288.and adjusted by the National Geodetic Survey in January 1998..
 SL1288
 SL1288
 SL1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1288
 SL1288.The geoid height was determined by GEOID03.
 SL1288
 SL1288;                    North         East     Units Scale Factor Converg.
 SL1288;SPC ND N     -    75,583.840   828,533.443   MT  0.99996589   +2 15 49.6
 SL1288;SPC ND N     -   247,978.48  2,718,285.57   iFT  0.99996589   +2 15 49.6
 SL1288;UTM  14      - 5,277,354.179   615,836.834   MT  0.99976489   +1 08 22.8
 SL1288
 SL1288                          SUPERSEDED SURVEY CONTROL
 SL1288
 SL1288  NAD 83(1986)-  47 38 21.18532(N)    097 27 28.20998(W) AD(       ) 4
 SL1288  NAD 27      -  47 38 21.24200(N)    097 27 26.89400(W) AD(       ) 3
 SL1288
 SL1288.Superseded values are not recommended for survey control.
 SL1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1288.See file dsdata.txt to determine how the superseded data were derived.
 SL1288
 SL1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1583777354(NAD 83)
 SL1288_MARKER: 53 = ELEVATED TANK
 SL1288
 SL1288  HISTORY     - Date     Condition        Report By
 SL1288  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1288
 SL1288                          STATION DESCRIPTION
 SL1288
 SL1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1288'THIS INTERSECTION STATION IS LOCATED ONE BLOCK E OF THE CENTER
 SL1288'OF THE TOWN OF HATTON, ONE-HALF BLOCK N OF THE MAIN STREET.
 SL1288'
 SL1288'THE TANK IS CONSTRUCTED OF STRUCTURAL STEEL, IS 110 FEET HIGH
 SL1288'AND HAS A 10-INCH BALL AND AN ELECTRICALLY LIGHTED FINIAL ON
 SL1288'TOP.
 SL1288'
 SL1288'IT IS SILVER IN COLOR WITH HATTON IN BLACK LETTERS ON THE
 SL1288'SE SIDE.  IT WAS BUILT ABOUT 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1289 ***********************************************************************
 SL1289  DESIGNATION -  HATTON ST JOHNS LUTH CH SPIRE
 SL1289  PID         -  SL1289
 SL1289  STATE/COUNTY-  ND/TRAILL
 SL1289  USGS QUAD   -  HATTON (1970)
 SL1289
 SL1289                         *CURRENT SURVEY CONTROL
 SL1289  ___________________________________________________________________
 SL1289* NAD 83(1996)-  47 38 19.67131(N)    097 27 28.00891(W)     ADJUSTED  
 SL1289* NAVD 88     -                                                        
 SL1289  ___________________________________________________________________
 SL1289  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 SL1289  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 SL1289
 SL1289  HORZ ORDER  -  THIRD
 SL1289
 SL1289.The horizontal coordinates were established by classical geodetic methods
 SL1289.and adjusted by the National Geodetic Survey in January 1998..
 SL1289
 SL1289
 SL1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1289
 SL1289.The geoid height was determined by GEOID03.
 SL1289
 SL1289;                    North         East     Units Scale Factor Converg.
 SL1289;SPC ND N     -    75,537.243   828,539.651   MT  0.99996595   +2 15 49.7
 SL1289;SPC ND N     -   247,825.60  2,718,305.94   iFT  0.99996595   +2 15 49.7
 SL1289;UTM  14      - 5,277,307.479   615,842.127   MT  0.99976491   +1 08 22.9
 SL1289
 SL1289                          SUPERSEDED SURVEY CONTROL
 SL1289
 SL1289  NAD 83(1986)-  47 38 19.66978(N)    097 27 28.00093(W) AD(       ) 4
 SL1289  NAD 27      -  47 38 19.72600(N)    097 27 26.68500(W) AD(       ) 3
 SL1289
 SL1289.Superseded values are not recommended for survey control.
 SL1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1289.See file dsdata.txt to determine how the superseded data were derived.
 SL1289
 SL1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1584277307(NAD 83)
 SL1289_MARKER: 90 = CHURCH SPIRE
 SL1289
 SL1289  HISTORY     - Date     Condition        Report By
 SL1289  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1289
 SL1289                          STATION DESCRIPTION
 SL1289
 SL1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1289'THIS INTERSECTION STATION IS LOCATED ONE BLOCK E OF THE
 SL1289'CENTER OF THE TOWN OF HATTON, ONE-HALF BLOCK N OF THE MAIN
 SL1289'STREET, AND ABOUT 30 YARDS SW OF THE MUNICIPAL WATER TANK.
 SL1289'
 SL1289'THE SPIRE IS BLACK AND WHITE IN COLOR, HAS A 12-INCH BAL AND
 SL1289'WEATHER VANE AT ITS APEX, AND IS ABOUT 75 FEET HIGH.  IT
 SL1289'WAS BUILT IN 1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1826 ***********************************************************************
 TG1826  DESIGNATION -  HAUGEN
 TG1826  PID         -  TG1826
 TG1826  STATE/COUNTY-  ND/WILLIAMS
 TG1826  USGS QUAD   -  TIOGA SW (1979)
 TG1826
 TG1826                         *CURRENT SURVEY CONTROL
 TG1826  ___________________________________________________________________
 TG1826* NAD 83(1996)-  48 16 03.68440(N)    102 56 23.91570(W)     ADJUSTED  
 TG1826* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 TG1826  ___________________________________________________________________
 TG1826  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 TG1826  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1826
 TG1826  HORZ ORDER  -  FIRST
 TG1826
 TG1826.The horizontal coordinates were established by classical geodetic methods
 TG1826.and adjusted by the National Geodetic Survey in January 1998..
 TG1826
 TG1826.The orthometric height was scaled from a topographic map.
 TG1826
 TG1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1826
 TG1826.The geoid height was determined by GEOID03.
 TG1826
 TG1826;                    North         East     Units Scale Factor Converg.
 TG1826;SPC ND N     -   143,813.670   418,900.866   MT  0.99994093   -1 48 56.4
 TG1826;SPC ND N     -   471,829.63  1,374,346.67   iFT  0.99994093   -1 48 56.4
 TG1826;UTM  13      - 5,348,104.807   652,868.118   MT  0.99988713   +1 32 15.4
 TG1826
 TG1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1826!SPC ND N     -   0.99989056  x   0.99994093  =   0.99983150
 TG1826!UTM  13      -   0.99989056  x   0.99988713  =   0.99977770
 TG1826
 TG1826|---------------------------------------------------------------------|
 TG1826| PID    Reference Object                     Distance      Geod. Az  |
 TG1826|                                                           dddmmss.s |
 TG1826| CQ7782 HAUGEN RM 1                           4.988 METERS 03414     |
 TG1826| CQ7783 HAUGEN RM 2                           4.888 METERS 28510     |
 TG1826| CQ7781 HAUGEN AZ MK                                       2903254.0 |
 TG1826|---------------------------------------------------------------------|
 TG1826
 TG1826                          SUPERSEDED SURVEY CONTROL
 TG1826
 TG1826  NAD 83(1986)-  48 16 03.68464(N)    102 56 23.91423(W) AD(       ) 1
 TG1826  NAD 27      -  48 16 03.62100(N)    102 56 22.25500(W) AD(       ) 1
 TG1826
 TG1826.Superseded values are not recommended for survey control.
 TG1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1826.See file dsdata.txt to determine how the superseded data were derived.
 TG1826
 TG1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP5286848105(NAD 83)
 TG1826_MARKER: DS = TRIANGULATION STATION DISK
 TG1826_SETTING: 0 = UNSPECIFIED SETTING
 TG1826
 TG1826  HISTORY     - Date     Condition        Report By
 TG1826  HISTORY     - 1945     MONUMENTED       CGS
 TG1826
 TG1826                          STATION DESCRIPTION
 TG1826
 TG1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1826'STATION IS LOCATED ABOUT 12 MILES SE OF RAY, 9 MILES S OF TIOGA,
 TG1826'AND ON A HIGH PROMINENT BARE HILL OWNED BY ED. HAUGEN.  IT IS
 TG1826'ABOUT 200 YARDS S OF THE APPROXIMATE CENTER OF THE ROAD AND NEAR
 TG1826'THE E END OF THE HILL.  THE DISK IS STAMPED HAUGEN 1945 AND
 TG1826'PROJECTS ABOUT 4 INCHES.
 TG1826'
 TG1826'STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE POST.
 TG1826'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1826'
 TG1826'REFERENCE MARK 1 IS NE OF THE STATION.  THE DISK IS STAMPED
 TG1826'HAUGEN NO 1 1945 AND PROJECTS ABOUT 2 INCHES.  THE DISTANCE TO
 TG1826'THE STATION IS 16.36 FEET.  IT IS A BRONZE REFERENCE DISK SET IN
 TG1826'TOP OF A CONCRETE POST.
 TG1826'
 TG1826'REFERENCE MARK 2 IS 16.03 FEET WNW OF THE STATION.  THE DISK
 TG1826'IS STAMPED HAUGEN NO 2 1945 AND PROJECTS ABOUT 2 INCHES.  IT IS
 TG1826'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1826'
 TG1826'AZIMUTH MARK IS ABOUT 0.35 MILE NW OF THE STATION, ON THE S
 TG1826'SIDE OF THE ROAD, AND ON THE N SIDE OF A LARGE STONE PILE.  IT IS
 TG1826'14 FEET S OF THE APPROXIMATE CENTER OF THE ROAD AND 3 FEET E
 TG1826'OF THE WITNESS POST.  THE DISK IS STAMPED HAUGEN 1945 AND PROJECTS
 TG1826'ABOUT 4 INCHES.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 TG1826'CONCRETE POST.
 TG1826'
 TG1826'TO REACH THE STATION FROM RAY, GO E ON U.S. HIGHWAY 2 FOR 9.5
 TG1826'MILES TO CROSSROADS, TURN RIGHT AND GO 5.5 MILES TO THE BETHANY
 TG1826'CHURCH ON THE LEFT, TURN LEFT AND GO 0.5 MILE TO A LARGE STONE
 TG1826'PILE ON THE RIGHT AND THE AZIMUTH MARK, CONTINUE STRAIGHT
 TG1826'AHEAD FOR 0.3 MILE TO A GATE ON THE RIGHT, PASS THROUGH GATE
 TG1826'AND GO UP HILL TO THE HIGHEST POINT AND STATION.
 TG1826'
 TG1826'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2185 ***********************************************************************
 TF2185  DESIGNATION -  HAUGLAND
 TF2185  PID         -  TF2185
 TF2185  STATE/COUNTY-  ND/WARD
 TF2185  USGS QUAD   -  BURLINGTON SE (1979)
 TF2185
 TF2185                         *CURRENT SURVEY CONTROL
 TF2185  ___________________________________________________________________
 TF2185* NAD 83(1996)-  48 16 04.76274(N)    101 20 21.08019(W)     ADJUSTED  
 TF2185* NAVD 88     -       547.     (meters)    1795.     (feet)  SCALED    
 TF2185  ___________________________________________________________________
 TF2185  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 TF2185  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TF2185
 TF2185  HORZ ORDER  -  SECOND
 TF2185
 TF2185.The horizontal coordinates were established by classical geodetic methods
 TF2185.and adjusted by the National Geodetic Survey in January 1998..
 TF2185
 TF2185.The orthometric height was scaled from a topographic map.
 TF2185
 TF2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2185
 TF2185.The geoid height was determined by GEOID03.
 TF2185
 TF2185;                    North         East     Units Scale Factor Converg.
 TF2185;SPC ND N     -   141,316.755   537,705.166   MT  0.99994095   -0 37 28.1
 TF2185;SPC ND N     -   463,637.65  1,764,124.56   iFT  0.99994095   -0 37 28.1
 TF2185;UTM  14      - 5,348,731.857   326,418.089   MT  0.99997022   -1 44 45.9
 TF2185
 TF2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2185!SPC ND N     -   0.99991739  x   0.99994095  =   0.99985835
 TF2185!UTM  14      -   0.99991739  x   0.99997022  =   0.99988762
 TF2185
 TF2185:                Primary Azimuth Mark                     Grid Az
 TF2185:SPC ND N     -  SWEDISH LUTH CHURCH STEEPLE              038 42 28.6
 TF2185:UTM  14      -  SWEDISH LUTH CHURCH STEEPLE              039 49 46.4
 TF2185
 TF2185|---------------------------------------------------------------------|
 TF2185| PID    Reference Object                     Distance      Geod. Az  |
 TF2185|                                                           dddmmss.s |
 TF2185| TF2189 SWEDISH LUTH CHURCH STEEPLE         APPROX. 8.1 KM 0380500.5 |
 TF2185| TF2152 MINOT MUNICIPAL TANK                APPROX. 6.0 KM 1403012.9 |
 TF2185| CQ7785 HAUGLAND RM 1                                      18534     |
 TF2185| CQ7786 HAUGLAND RM 2                                      35602     |
 TF2185| CQ7784 HAUGLAND AZ MK                                     3580439.5 |
 TF2185|---------------------------------------------------------------------|
 TF2185
 TF2185                          SUPERSEDED SURVEY CONTROL
 TF2185
 TF2185  NAD 83(1986)-  48 16 04.76237(N)    101 20 21.07810(W) AD(       ) 2
 TF2185  NAD 27      -  48 16 04.72340(N)    101 20 19.48410(W) AD(       ) 2
 TF2185
 TF2185.Superseded values are not recommended for survey control.
 TF2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2185.See file dsdata.txt to determine how the superseded data were derived.
 TF2185
 TF2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2641848732(NAD 83)
 TF2185_MARKER: DS = TRIANGULATION STATION DISK
 TF2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2185
 TF2185  HISTORY     - Date     Condition        Report By
 TF2185  HISTORY     - 1946     MONUMENTED       CGS
 TF2185  HISTORY     - 1954     GOOD             CGS
 TF2185  HISTORY     - 1962     GOOD             CGS
 TF2185  HISTORY     - 1962     GOOD             CGS
 TF2185
 TF2185                          STATION DESCRIPTION
 TF2185
 TF2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2185'THE STATION IS LOCATED 3.5 MILES NORTHWEST OF THE CITY OF MINOT
 TF2185'ON THE WESTERN EDGE OF A CULTIVATED FIELD, 386.30 FEET
 TF2185'SOUTH-SOUTHEAST OF THE INTERSECTION OF GRAVELED CROSSROADS, 38 FEET
 TF2185'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND
 TF2185'8 FEET EAST OF A WITNESS POST.  THERE ARE MUCH HIGHER HILLS
 TF2185'TO THE NORTH AND EAST.  THE SURFACE - STATION MARK IS 15
 TF2185'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 TF2185'STAMPED HAUGLAND 1946.
 TF2185'
 TF2185'REFERENCE MARK NO. 1 IS 72.42 FEET SOUTH OF THE STATION, 30
 TF2185'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND
 TF2185'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 TF2185'2 INCHES AND THE DISK IS STAMPED HAUGLAND NO 1 1946.
 TF2185'
 TF2185'REFERENCE MARK NO. 2 IS 97.71 FEET NORTH OF THE STATION, 30
 TF2185'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD AND
 TF2185'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 TF2185'2 INCHES AND THE DISK IS STAMPED HAUGLAND NO 2 1946.
 TF2185'
 TF2185'THE AZIMUTH MARK IS 0.45 MILE NORTH OF THE STATION, ABOUT 100
 TF2185'YARDS NORTHWEST OF THE HAUGLAND FARM HOUSE, 36 FEET WEST OF
 TF2185'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTH OF
 TF2185'A WITNESS POST AND 2 FEET SOUTH OF A POWER LINE POLE.  THE
 TF2185'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAUGLAND 1946.
 TF2185'
 TF2185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 TF2185'AND STOP LIGHT AT OVERPASS IN THE CITY OF MINOT, GO NORTH ON
 TF2185'U.S. HIGHWAY 83 FOR 2.3 MILES TO A GRAVELED T ROAD LEFT, TURN
 TF2185'LEFT AND GO WEST FOR 2.0 MILES TO A CROSSROAD, THENCE LEFT
 TF2185'FOR 0.05 MILE AND STATION ON THE LEFT AS DESCRIBED.
 TF2185'
 TF2185'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 TF2185'ROAD FOR 0.45 MILE AND THE HAUGLAND FARM HOUSE ON THE RIGHT
 TF2185'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TF2185'
 TF2185'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TF2185
 TF2185                          STATION RECOVERY (1954)
 TF2185
 TF2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF2185'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 TF2185'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 TF2185
 TF2185                          STATION RECOVERY (1962)
 TF2185
 TF2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2185'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 TF2185'AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 TF2185
 TF2185                          STATION RECOVERY (1962)
 TF2185
 TF2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JVT)
 TF2185'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK
 TF2185'WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0457 ***********************************************************************
 QQ0457  DESIGNATION -  HAVANA
 QQ0457  PID         -  QQ0457
 QQ0457  STATE/COUNTY-  ND/SARGENT
 QQ0457  USGS QUAD   -  KIDDER (1978)
 QQ0457
 QQ0457                         *CURRENT SURVEY CONTROL
 QQ0457  ___________________________________________________________________
 QQ0457* NAD 83(1996)-  45 56 07.83112(N)    097 39 16.52233(W)     ADJUSTED  
 QQ0457* NAVD 88     -       392.07   (+/-2cm)    1286.3    (feet)  VERTCON   
 QQ0457  ___________________________________________________________________
 QQ0457  X           -    -591,907.883 (meters)                     COMP
 QQ0457  Y           -  -4,404,130.892 (meters)                     COMP
 QQ0457  Z           -   4,560,528.493 (meters)                     COMP
 QQ0457  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 QQ0457  ELLIP HEIGHT-         366.49  (meters)          (05/25/04) GPS OBS
 QQ0457  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 QQ0457
 QQ0457  HORZ ORDER  -  FIRST
 QQ0457  VERT ORDER  -  THIRD ? (See Below)
 QQ0457  ELLP ORDER  -  FOURTH    CLASS II
 QQ0457
 QQ0457.The horizontal coordinates were established by GPS observations
 QQ0457.and adjusted by the National Geodetic Survey in January 1998..
 QQ0457
 QQ0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0457.The vertical order pertains to the NGVD 29 superseded value.
 QQ0457
 QQ0457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0457
 QQ0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0457
 QQ0457.The ellipsoidal height was determined by GPS observations
 QQ0457.and is referenced to NAD 83.
 QQ0457
 QQ0457.The geoid height was determined by GEOID03.
 QQ0457
 QQ0457;                    North         East     Units Scale Factor Converg.
 QQ0457;SPC ND S     -    33,880.434   820,635.346   MT  1.00005792   +2 04 31.4
 QQ0457;SPC ND S     -   111,156.28  2,692,373.18   iFT  1.00005792   +2 04 31.4
 QQ0457;SPC SD N     -   236,248.347   781,879.383   MT  1.00005845   +1 39 35.8
 QQ0457;SPC SD N     -   775,091.45  2,565,215.94   sFT  1.00005845   +1 39 35.8
 QQ0457;UTM  14      - 5,087,762.101   604,298.914   MT  0.99973373   +0 58 00.6
 QQ0457
 QQ0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0457!SPC ND S     -   0.99994255  x   1.00005792  =   1.00000047
 QQ0457!SPC SD N     -   0.99994255  x   1.00005845  =   1.00000100
 QQ0457!UTM  14      -   0.99994255  x   0.99973373  =   0.99967629
 QQ0457
 QQ0457:                Primary Azimuth Mark                     Grid Az
 QQ0457:SPC ND S     -  TRINITY CHURCH SPIRE                     012 33 13.1
 QQ0457:SPC SD N     -  TRINITY CHURCH SPIRE                     012 58 08.7
 QQ0457:UTM  14      -  TRINITY CHURCH SPIRE                     013 39 43.9
 QQ0457
 QQ0457|---------------------------------------------------------------------|
 QQ0457| PID    Reference Object                     Distance      Geod. Az  |
 QQ0457|                                                           dddmmss.s |
 QQ0457| RP0829 TRINITY CHURCH SPIRE                APPROX.11.7 KM 0143744.5 |
 QQ0457| QQ0454 HAVANA CATHOLIC CHURCH SPIRE        APPROX. 3.5 KM 0631850.1 |
 QQ0457| QQ0453 HAVANA SCHOOL STACK                 APPROX. 3.6 KM 0641313.4 |
 QQ0457| AJ5150 HAVANA AZ MK                                       0894704.2 |
 QQ0457| AJ5148 HAVANA RM 3                          20.664 METERS 10045     |
 QQ0457| QQ0393 MARSHALL CO GERMAN LUTH CH          APPROX.16.1 KM 1224527.1 |
 QQ0457| AJ5146 HAVANA RM 1                          39.693 METERS 12412     |
 QQ0457| AJ5151 HAVANA AZ MK RESET                                 1422510.5 |
 QQ0457| QQ0455 BRITTON TANK                        APPROX.17.5 KM 2043015.6 |
 QQ0457| AJ5147 HAVANA RM 2                          42.000 METERS 23824     |
 QQ0457| AJ5149 HAVANA RM 4                          32.098 METERS 26759     |
 QQ0457|---------------------------------------------------------------------|
 QQ0457
 QQ0457                          SUPERSEDED SURVEY CONTROL
 QQ0457
 QQ0457  ELLIP H (01/23/98)  366.49   (m)                       GP(       ) 4 1
 QQ0457  NAD 83(1986)-  45 56 07.82720(N)    097 39 16.52182(W) AD(       ) 1
 QQ0457  NAD 83(1986)-  45 56 07.82570(N)    097 39 16.51687(W) AD(       ) 1
 QQ0457  NAD 27      -  45 56 07.94000(N)    097 39 15.14900(W) AD(       ) 1
 QQ0457  NGVD 29 (07/19/86)  391.79   (m)         1285.4    (f) LEVELING    3  
 QQ0457
 QQ0457.Superseded values are not recommended for survey control.
 QQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0457.See file dsdata.txt to determine how the superseded data were derived.
 QQ0457
 QQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0429987762(NAD 83)
 QQ0457_MARKER: DS = TRIANGULATION STATION DISK
 QQ0457_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QQ0457_SP_SET: CONCRETE POST
 QQ0457_STAMPING: HAVANA 1934
 QQ0457_MARK LOGO: CGS   
 QQ0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0457+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1991
 QQ0457
 QQ0457  HISTORY     - Date     Condition        Report By
 QQ0457  HISTORY     - 1934     MONUMENTED       CGS
 QQ0457  HISTORY     - 1934     GOOD             CGS
 QQ0457  HISTORY     - 1962     GOOD             CGS
 QQ0457  HISTORY     - 19830523 GOOD             NGS
 QQ0457  HISTORY     - 19911002 GOOD             NGS
 QQ0457
 QQ0457                          STATION DESCRIPTION
 QQ0457
 QQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0457'STATION IS LOCATED IN THE SW CORNER OF THE SW 1/4 OF SEC. 36,
 QQ0457'T 129 N, R 56 W, ABOUT 1.75 MILES W AND 1.0 MILE S OF HAVANA.
 QQ0457'IT IS 60 FEET E OF CENTER LINE OF N-S ROAD, AND 50 FEET N OF
 QQ0457'CENTER LINE OF STATE LINE ROAD.  MARK IS 12 INCHES BELOW SURFACE.
 QQ0457'
 QQ0457'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QQ0457'BRONZE DISKS SET IN CONCRETE.
 QQ0457'
 QQ0457'REFERENCE MARK NO. 1 IS 39.693 METERS, 130.225 FEET SE OF STATION,
 QQ0457'AND 30 FEET S OF CENTER LINE OF STATE LINE ROAD.
 QQ0457'
 QQ0457'REFERENCE MARK NO. 2 IS 42.000 METERS, 137.795 FEET SW OF
 QQ0457'STATION AND 27 FEET S OF CENTER LINE OF STATE LINE ROAD.
 QQ0457'
 QQ0457'TO REACH AZIMUTH MARK GO E ALONG STATE LINE ROAD FOR 0.75 MILE
 QQ0457'TO RAILROAD CROSSING.  MARK IS 46 FEET NW OF NW RAIL OF RAILROAD
 QQ0457'AND 71 FEET N OF CENTER LINE OF STATE LINE ROAD.
 QQ0457'
 QQ0457'TO REACH STATION FROM HAVANA RAILROAD DEPOT GO W 1.7 MILES TURN
 QQ0457'LEFT (S) GO 1.0 MILE, TO NORTH DAKOTA-SOUTH DAKOTA BOUNDARY, AND
 QQ0457'STATION.
 QQ0457'
 QQ0457'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QQ0457
 QQ0457                          STATION RECOVERY (1934)
 QQ0457
 QQ0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QQ0457'RECOVERED IN GOOD CONDITION.
 QQ0457
 QQ0457                          STATION RECOVERY (1962)
 QQ0457
 QQ0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 QQ0457'STATION RECOVERED AND STATION AND AZIMUTH MARK RECOVERED IN GOOD
 QQ0457'CONDITION.  R.M. NO. 1 WAS FOUND TO BE PROJECTING ABOUT 3 FEET
 QQ0457'AND R.M. NO. 2 HAD BEEN REMOVED AND WAS FOUND LYING ON TOP OF THE
 QQ0457'GROUND NEAR ITS ORIGINAL LOCATION.  THE REFERENCE MARKS WERE RESET
 QQ0457'AS R.M. NO. 1 WAS IN THE WAY OF ROAD IMPROVMENT.
 QQ0457'
 QQ0457'THE STATION MARK IS 72 FEET EAST OF THE CENTERLINE OF THE
 QQ0457'NORTH-SOUTH ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE STATE
 QQ0457'LINE ROAD AND IS ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 QQ0457'
 QQ0457'R.M. NO. 3 IS 32 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 QQ0457'1.2 FEET WEST OF A POWERLINE POLE.  THE MARK PROJECTS ABOUT
 QQ0457'8 INCHES AND THE DISK IS STAMPED HAVANA NO 3 1934.
 QQ0457'
 QQ0457'R.M. NO. 4 IS 39 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 QQ0457'ROAD, 35 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD
 QQ0457'AND 7 FEET NORTH-NORTHEAST OF A POWERLINE POLE.  MARK PROJECTS
 QQ0457'8 INCHES AND THE DISK IS STAMPED HAVANA NO 4 1934.
 QQ0457'
 QQ0457'THE AZIMUTH MARK IS 71 FEET NORTH OF THE CENTERLINE OF THE ROAD
 QQ0457'AND 46 FEET NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD.
 QQ0457'
 QQ0457'TO REACH FROM HAVANA, FROM THE CROSSROADS AT THE WEST EDGE OF
 QQ0457'TOWN, GO SOUTH ON STATE HIGHWAY 32 FOR 1.0 MILE TO CROSSROADS
 QQ0457'AT THE SOUTH DAKOTA LINE, TURN RIGHT AND GO WEST FOR 0.7 MILE
 QQ0457'TO RAILROAD CROSSING AND AZIMUTH MARK ON THE RIGHT, CONTINUE
 QQ0457'WEST FOR 0.8 MILE TO T-ROAD RIGHT AND STATION ON RIGHT AS
 QQ0457'DESCRIBED.
 QQ0457'
 QQ0457'NOTE--THE DIRECTION TO THE AZIMUTH MARK WAS NOT OBSERVED AT THIS
 QQ0457'TIME AS THERE WAS A HAY STACK ON LINE.
 QQ0457
 QQ0457                          STATION RECOVERY (1983)
 QQ0457
 QQ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QQ0457'THE STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED IN GOOD
 QQ0457'CONDITION.  REFERENCE MARK 4 HAS BEEN HIT AND THE CONCRETE CHIPPED BUT
 QQ0457'IS SOLID.  REFERENCE MARK 3 APPEARS TO BE LOCATED IN THE SAME PLACE AS
 QQ0457'IT WAS IN 1962 BUT THE DISTANCE WAS NOTED TO BE 18.530 M (60.794 FT),
 QQ0457'RATHER THAN 20.664 M (67.795 FT) RECORDED IN THE 1962 DATA.  A SHORTER
 QQ0457'DISTANCE OF 0.33 FT (10.06 CM) WAS NOTED TO REFERENCE MARK 4.  THE
 QQ0457'DIRECTIONS DIFFERED BY 3 MINUTES 39 SECONDS AND 4 MINUTES 13 SECONDS
 QQ0457'TO REFERENCE MARKS 3 AND 4, RESPECTIVELY. NEW DESCRIPTIVE TEXT
 QQ0457'FOLLOWS.
 QQ0457' 
 QQ0457'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHWEST OF HAVANA,
 QQ0457'ALONG THE NORTH SIDE OF THE NORTH DAKOTA-SOUTH DAKOTA STATE LINE ROAD,
 QQ0457'ON PROPERTY OWNED BY MR. WALLACE STEIN.  TO REACH THE STATION FROM THE
 QQ0457'JUNCTION OF NORTH DAKOTA HIGHWAY 32 AND THE STATE LINE ROAD, WHICH IS
 QQ0457'ABOUT 1.6 KM (1.00 MI) SOUTH OF HAVANA ND, GO WEST ON THE GRAVELED
 QQ0457'STATE LINE ROAD FOR 0.6 KM (0.35 MI) TO MR. STEINS FARMSTEAD ON THE
 QQ0457'LEFT.  CONTINUE WEST ALONG STATE LINE ROAD FOR 0.5 KM (0.30 MI) TO A
 QQ0457'RAILROAD CROSSING AND THE AZIMUTH MARK.  CONTINUE WEST ON STATE LINE
 QQ0457'ROAD FOR 1.2 KM (0.75 MI) TO A GRAVELED SIDE ROAD RIGHT AND THE
 QQ0457'STATION.
 QQ0457' 
 QQ0457'THE STATION IS A STANDARD CGS DISK STAMPED--HAVANA 1934--, SET INTO
 QQ0457'THE TOP OF AN IRREGULAR MASS OF CONCRETE, RECESSED 12 INCHES (30 CM)
 QQ0457'ABOVE THE GROUND.  LOCATED 22.3 METERS (73.2 FT) EAST FROM THE CENTER
 QQ0457'OF A GRAVELED ROAD.  14.2 METERS (46.6 FT) NORTH FROM THE CENTER OF A
 QQ0457'GRAVELED ROAD.
 QQ0457' 
 QQ0457'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--HAVANA NO 3
 QQ0457'1934--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 QQ0457'(30 CM) IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND.  LOCATED
 QQ0457'10.8 METERS (35.4 FT) NORTH FROM THE CENTER OF A GRAVELED ROAD.  0.5
 QQ0457'METER (1.6 FT) WEST FROM A POWER POLE.  0.22 METER (0.72 FT) SOUTH
 QQ0457'FROM A METAL WITNESS POST AND 0.6 METER (2.0 FT) HIGHER THAN THE
 QQ0457'STATION.
 QQ0457' 
 QQ0457'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--HAVANA NO 4
 QQ0457'1934--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 QQ0457'(30 CM) IN DIAMETER, PROJECTING 6 INCHES ABOVE THE GROUND. THE
 QQ0457'CONCRETE MONUMENT HAS BEEN HIT AND CHIPPED AND APPEARS TO BE LEANING
 QQ0457'TO THE SOUTHEAST. LOCATED 13.1 METERS (43.0 FT) NORTH FROM THE CENTER
 QQ0457'OF A GRAVELED ROAD.  9.7 METERS (31.8 FT) WEST FROM THE CENTER OF A
 QQ0457'GRAVELED ROAD.  2.2 METERS (7.2 FT) NORTH-NORTHEAST FROM A POWER POLE.
 QQ0457'0.34 METER (1.12 FT) EAST FROM A METAL WITNESS POST AND 0.9 METER
 QQ0457'(3.0 FT) HIGHER THAN THE STATION.
 QQ0457' 
 QQ0457'AZIMUTH MARK 1 IS A STANDARD CGS AZIMUTH DISK STAMPED--HAVANA 1934--,
 QQ0457'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, (30 CM) 12 INCHES IN
 QQ0457'DIAMETER AND FLUSH WITH THE SURFACE.  IT IS 22.2 M (72.8 FT) NORTH
 QQ0457'FROM THE CENTER OF THE ROAD, 18.6 M (61.0 FT) NORTHEAST FROM A POWER
 QQ0457'POLE, 14.0 M (45.9 FT) NORTHWEST OF THE NORTHWEST RAIL OF RAILROAD
 QQ0457'TRACK AND 0.3 M (1.0 FT) SOUTHWEST OF A METAL WITNESS POST.
 QQ0457
 QQ0457                          STATION RECOVERY (1991)
 QQ0457
 QQ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QQ0457'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHWEST OF HAVANA, ALONG
 QQ0457'THE NORTH SIDE OF THE NORTH DAKOTA-SOUTH DAKOTA STATE BOUNDARY LINE
 QQ0457'ROAD (COUNTY ROAD 2). OWNERSHIP--MR. WALLACE STEIN. PHONE
 QQ0457'605-735-6398.
 QQ0457'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 32 AND COUNTY
 QQ0457'ROAD 7 LEADING EAST TO HAVANA, LOCATED AT THE WEST SIDE OF HAVANA, GO
 QQ0457'SOUTH ON ROUTE 32 FOR 1.6 KM (1.0 MI) TO COUNTY ROAD 2 ON THE RIGHT
 QQ0457'(STATE LINE ROAD).  TURN RIGHT, WEST, ON GRAVEL STATE LINE ROAD FOR
 QQ0457'0.48 KM (0.30 MI) TO MR. STEINS FARMSTEAD ON THE LEFT. CONTINUE WEST
 QQ0457'ON STATE LINE ROAD FOR 0.5 KM (0.3 MI) TO A RAILROAD CROSSING.
 QQ0457'CONTINUE WEST ON STATE LINE ROAD FOR 1.37 KM (0.85 MI) TO A GRAVEL
 QQ0457'SIDE ROAD AND THE STATION ON THE RIGHT IN A CULTIVATED FIELD.
 QQ0457'STATION IS 22.3 M (73.2 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD,
 QQ0457'14.2 M (46.6 FT) NORTH FROM THE CENTER OF STATE LINE ROAD, 18.3 M
 QQ0457'(60.0 FT) WEST-NORTHWEST FROM A POWERLINE POLE, 18 M (59.1 FT)
 QQ0457'WEST-NORTHWEST FROM A METAL WITNESS POST AND RECESSED ABOUT 30-CM
 QQ0457'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0454 ***********************************************************************
 QQ0454  DESIGNATION -  HAVANA CATHOLIC CHURCH SPIRE
 QQ0454  PID         -  QQ0454
 QQ0454  STATE/COUNTY-  ND/SARGENT
 QQ0454  USGS QUAD   -  HAVANA (1956)
 QQ0454
 QQ0454                         *CURRENT SURVEY CONTROL
 QQ0454  ___________________________________________________________________
 QQ0454* NAD 83(1996)-  45 56 58.88205(N)    097 36 50.84760(W)     ADJUSTED  
 QQ0454* NAVD 88     -                                                        
 QQ0454  ___________________________________________________________________
 QQ0454  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 QQ0454  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QQ0454
 QQ0454  HORZ ORDER  -  THIRD
 QQ0454
 QQ0454.The horizontal coordinates were established by classical geodetic methods
 QQ0454.and adjusted by the National Geodetic Survey in January 1998..
 QQ0454
 QQ0454
 QQ0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0454
 QQ0454.The geoid height was determined by GEOID03.
 QQ0454
 QQ0454;                    North         East     Units Scale Factor Converg.
 QQ0454;SPC ND S     -    35,570.122   823,713.751   MT  1.00005411   +2 06 17.7
 QQ0454;SPC ND S     -   116,699.88  2,702,472.94   iFT  1.00005411   +2 06 17.7
 QQ0454;SPC SD N     -   237,915.653   784,969.986   MT  1.00006232   +1 41 18.9
 QQ0454;SPC SD N     -   780,561.60  2,575,355.70   sFT  1.00006232   +1 41 18.9
 QQ0454;UTM  14      - 5,089,391.392   607,408.447   MT  0.99974182   +0 59 46.2
 QQ0454
 QQ0454                          SUPERSEDED SURVEY CONTROL
 QQ0454
 QQ0454  NAD 83(1986)-  45 56 58.87683(N)    097 36 50.84187(W) AD(       ) 4
 QQ0454  NAD 27      -  45 56 58.99800(N)    097 36 49.46500(W) AD(       ) 3
 QQ0454
 QQ0454.Superseded values are not recommended for survey control.
 QQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0454.See file dsdata.txt to determine how the superseded data were derived.
 QQ0454
 QQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0740889391(NAD 83)
 QQ0454_MARKER: 91 = CHURCH CROSS
 QQ0454
 QQ0454  HISTORY     - Date     Condition        Report By
 QQ0454  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0454
 QQ0454                          STATION DESCRIPTION
 QQ0454
 QQ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0454'POINT OBSERVED UPON WAS THE TIP OF CROSS ATOP THE CATHOLIC CHURCH
 QQ0454'SPIRE IN EASTERN PART OF HAVANA, APPROXIMATELY 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0453 ***********************************************************************
 QQ0453  DESIGNATION -  HAVANA SCHOOL STACK
 QQ0453  PID         -  QQ0453
 QQ0453  STATE/COUNTY-  ND/SARGENT
 QQ0453  USGS QUAD   -  HAVANA (1956)
 QQ0453
 QQ0453                         *CURRENT SURVEY CONTROL
 QQ0453  ___________________________________________________________________
 QQ0453* NAD 83(1996)-  45 56 58.57412(N)    097 36 45.82567(W)     ADJUSTED  
 QQ0453* NAVD 88     -                                                        
 QQ0453  ___________________________________________________________________
 QQ0453  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 QQ0453  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 QQ0453
 QQ0453  HORZ ORDER  -  THIRD
 QQ0453
 QQ0453.The horizontal coordinates were established by classical geodetic methods
 QQ0453.and adjusted by the National Geodetic Survey in January 1998..
 QQ0453
 QQ0453
 QQ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0453
 QQ0453.The geoid height was determined by GEOID03.
 QQ0453
 QQ0453;                    North         East     Units Scale Factor Converg.
 QQ0453;SPC ND S     -    35,564.594   823,822.191   MT  1.00005413   +2 06 21.3
 QQ0453;SPC ND S     -   116,681.74  2,702,828.71   iFT  1.00005413   +2 06 21.3
 QQ0453;SPC SD N     -   237,909.337   785,078.384   MT  1.00006230   +1 41 22.4
 QQ0453;SPC SD N     -   780,540.88  2,575,711.33   sFT  1.00006230   +1 41 22.4
 QQ0453;UTM  14      - 5,089,383.770   607,516.725   MT  0.99974211   +0 59 49.8
 QQ0453
 QQ0453                          SUPERSEDED SURVEY CONTROL
 QQ0453
 QQ0453  NAD 83(1986)-  45 56 58.56492(N)    097 36 45.83167(W) AD(       ) 4
 QQ0453  NAD 27      -  45 56 58.68000(N)    097 36 44.46000(W) AD(       ) 3
 QQ0453
 QQ0453.Superseded values are not recommended for survey control.
 QQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0453.See file dsdata.txt to determine how the superseded data were derived.
 QQ0453
 QQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR0751789384(NAD 83)
 QQ0453_MARKER: 63 = STACK
 QQ0453
 QQ0453  HISTORY     - Date     Condition        Report By
 QQ0453  HISTORY     - 1934     FIRST OBSERVED   CGS
 QQ0453
 QQ0453                          STATION DESCRIPTION
 QQ0453
 QQ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QQ0453'POINT OBSERVED UPON WAS THE CENTER OF STACK ON PUBLIC SCHOOL IN
 QQ0453'EASTERN PART OF HAVANA.  IT IS APPROXIMATELY 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1146 ***********************************************************************
 SM1146  DESIGNATION -  HAVEN
 SM1146  PID         -  SM1146
 SM1146  STATE/COUNTY-  ND/FOSTER
 SM1146  USGS QUAD   -  BORDULAC NE (1951)
 SM1146
 SM1146                         *CURRENT SURVEY CONTROL
 SM1146  ___________________________________________________________________
 SM1146* NAD 83(1996)-  47 27 40.07536(N)    098 49 21.40816(W)     ADJUSTED  
 SM1146* NAVD 88     -       512.01   (+/-2cm)    1679.8    (feet)  VERTCON   
 SM1146  ___________________________________________________________________
 SM1146  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 SM1146  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SM1146
 SM1146  HORZ ORDER  -  FIRST
 SM1146  VERT ORDER  -  THIRD ? (See Below)
 SM1146
 SM1146.The horizontal coordinates were established by classical geodetic methods
 SM1146.and adjusted by the National Geodetic Survey in January 1998..
 SM1146
 SM1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1146.The vertical order pertains to the NGVD 29 superseded value.
 SM1146
 SM1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1146
 SM1146.The geoid height was determined by GEOID03.
 SM1146
 SM1146;                    North         East     Units Scale Factor Converg.
 SM1146;SPC ND N     -    52,646.569   726,462.857   MT  0.99999465   +1 14 53.5
 SM1146;SPC ND N     -   172,724.96  2,383,408.32   iFT  0.99999465   +1 14 53.5
 SM1146;UTM  14      - 5,256,425.363   513,369.450   MT  0.99960220   +0 07 50.5
 SM1146
 SM1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1146!SPC ND N     -   0.99992347  x   0.99999465  =   0.99991812
 SM1146!UTM  14      -   0.99992347  x   0.99960220  =   0.99952570
 SM1146
 SM1146:                Primary Azimuth Mark                     Grid Az
 SM1146:SPC ND N     -  GRACE CITY PEAVEY ELEV CO ELEV           006 16 14.5
 SM1146:UTM  14      -  GRACE CITY PEAVEY ELEV CO ELEV           007 23 17.5
 SM1146
 SM1146|---------------------------------------------------------------------|
 SM1146| PID    Reference Object                     Distance      Geod. Az  |
 SM1146|                                                           dddmmss.s |
 SM1146| SM1161 GRACE CITY PEAVEY ELEV CO ELEV      APPROX. 9.9 KM 0073108.0 |
 SM1146| SM1130 GLENFIELD GRAIN CO ELEVATOR         APPROX.19.3 KM 0924157.0 |
 SM1146| CQ5504 HAVEN RM 1                           23.932 METERS 11313     |
 SM1146| CQ5503 HAVEN AZ MK                                        1225714.6 |
 SM1146| SM1136 KENSAL MUNICIPAL TANK               APPROX.18.7 KM 1592508.8 |
 SM1146| SM1147 HAVEN RM A                           24.835 METERS 26553     |
 SM1146| CQ5505 HAVEN RM 2                            9.445 METERS 29230     |
 SM1146|---------------------------------------------------------------------|
 SM1146
 SM1146                          SUPERSEDED SURVEY CONTROL
 SM1146
 SM1146  NAD 83(1986)-  47 27 40.07677(N)    098 49 21.40493(W) AD(       ) 1
 SM1146  NAD 27      -  47 27 40.08700(N)    098 49 20.02000(W) AD(       ) 1
 SM1146  NGVD 29 (07/19/86)  511.64   (m)         1678.6    (f) LEVELING    3  
 SM1146
 SM1146.Superseded values are not recommended for survey control.
 SM1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1146.See file dsdata.txt to determine how the superseded data were derived.
 SM1146
 SM1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1336956425(NAD 83)
 SM1146_MARKER: DS = TRIANGULATION STATION DISK
 SM1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1146
 SM1146  HISTORY     - Date     Condition        Report By
 SM1146  HISTORY     - 1934     MONUMENTED       CGS
 SM1146  HISTORY     - 1941     GOOD             CGS
 SM1146  HISTORY     - 1960     GOOD             CGS
 SM1146  HISTORY     - 1967     GOOD             CGS
 SM1146
 SM1146                          STATION DESCRIPTION
 SM1146
 SM1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1146'STATION IS LOCATED ABOUT 12 MILES W OF GLENFIELD IN SE 1/4
 SM1146'OF SEC. 16, T. 146 N, R. 64 W, ON TOP OF THE HIGHEST KNOB
 SM1146'OF A RIDGE WHICH RUNS N AND S, LOCALLY KNOWN AS THE HIGHEST
 SM1146'POINT IN FOSTER COUNTY.
 SM1146'
 SM1146'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1146'BRONZE DISKS SET IN CONCRETE.
 SM1146'
 SM1146'REFERENCE MARK NO. 1 IS 23.935 METERS (78.53 FEET) SE OF STATION
 SM1146'MARK, SET JUST NE OF ROAD TO STATION.
 SM1146'
 SM1146'REFERENCE MARK NO. 2 IS 9.463 METERS (31.05 FEET) NW OF STATION
 SM1146'SET AT EDGE OF NW SLOPE.
 SM1146'
 SM1146'AZIMUTH MARK IS REACHED FROM INTERSECTION OF SECTION LINE
 SM1146'ROAD AND STATE HIGHWAY 7 BY GOING E ON STATE HIGHWAY 7, 0.35
 SM1146'MILE TO A LARGE PILE OF ROCKS ABOUT 50 PACES S OF ROAD.  MARK
 SM1146'IS IN SW CORNER OF PILE.
 SM1146'
 SM1146'REACHED FROM GLENFIELD BY GOING W ON STATE HIGHWAY 7, 11.0 MILES
 SM1146'TO DIM SECTION LINE ROAD LEADING N, FOLLOW THIS WINDING ROAD
 SM1146'0.35 MILE TO TOP OF KNOB AND STATION.
 SM1146
 SM1146                          STATION RECOVERY (1941)
 SM1146
 SM1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1146'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1146'CONDITION.  NEW DESCRIPTION FOLLOWS--
 SM1146'
 SM1146'STATION IS LOCATED ABOUT 12 MILES W OF GLENFIELD OR ABOUT
 SM1146'15 MILES E OF CARRINGTON IN THE SE 1/4 OF SEC. 16, T. 146 N,
 SM1146'R. 64 W, ON THE HIGHEST POINT OF A HIGH RIDGE LOCALLY KNOWN
 SM1146'AS THE HIGHEST POINT IN FOSTER COUNTY.  IT IS ABOUT 0.35
 SM1146'MILE N OF STATE HIGHWAY 7 AND 10.2 FEET N OF A WHITE REFERENCE
 SM1146'POST.  IT IS STAMPED HAVEN 1934 AND PROJECTS 4 INCHES.
 SM1146'
 SM1146'REFERENCE MARK NO. 1 IS ESE OF THE STATION.  IT IS STAMPED
 SM1146'HAVEN NO. 1 1934 AND PROJECTS 4 INCHES.
 SM1146'
 SM1146'REFERENCE MARK NO. 2 IS WNW OF THE STATION.  IT IS STAMPED
 SM1146'HAVEN NO. 2 1934 AND PROJECTS 8 INCHES.
 SM1146'
 SM1146'THE AZIMUTH MARK IS SE BY E OF THE STATION.  IT IS 2 FEET
 SM1146'N OF A WHITE REFERENCE POST AND 50 PACES S OF STATE HIGHWAY
 SM1146'7.  MARK IS AT THE SW CORNER OF A PILE OF ROCKS ON A KNOLL
 SM1146'IN A CULTIVATED FIELD.  IT IS STAMPED HAVEN AZI 1934 AND
 SM1146'PROJECTS 12 INCHES.
 SM1146'
 SM1146'TO REACH THE STATION FROM THE BUCHANAN HOTEL IN CARRINGTON,
 SM1146'GO E ON THE MAIN STREET AND STATE HIGHWAY 7 FOR 14.7 MILES
 SM1146'TO A POOR SECTION LINE ROAD, TURN LEFT (N) ON SECTION LINE
 SM1146'ROAD AND GO 0.35 MILE TO TOP OF HILL AND STATION.  TO REACH
 SM1146'THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 7 AND THE
 SM1146'SECTION LINE ROAD, GO E ON STATE HIGHWAY 7 FOR 0.35 MILE
 SM1146'THENCE RIGHT (S) 50 PACES TO TOP OF KNOLL AND MARK.
 SM1146'
 SM1146'A 77-FOOT SIGNAL AT ROSEHILL IS VISIBLE ON THE GROUND.
 SM1146'
 SM1146'A 37-FOOT SIGNAL AT NORDMORE IS VISIBLE ON THE GROUND.
 SM1146'
 SM1146'A 24-FOOT SIGNAL AT LARRABEE IS VISIBLE ON THE GROUND.
 SM1146'
 SM1146'A 24-FOOT SIGNAL AT MC HENRY IS VISIBLE ON THE GROUND.
 SM1146
 SM1146                          STATION RECOVERY (1960)
 SM1146
 SM1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1146'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1146'CONDITION.
 SM1146'
 SM1146'THE AZIMUTH MARK RECOVERED ABOUT 0.35 MILE EAST OF THE SECTION
 SM1146'CORNER, ABOUT 0.1 MILE EAST OF THE TOP OF THE RIDGE AND ABOUT
 SM1146'50 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE ROCK
 SM1146'PILE, THAT WAS NEAR THIS MARK, HAS BEEN REMOVED.
 SM1146'
 SM1146'THE ORIGINAL DESCRIPTION TO REACH THIS STATION FROM CARRINGTON
 SM1146'IS ADEQUATE.
 SM1146
 SM1146                          STATION RECOVERY (1967)
 SM1146
 SM1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1146'STATION LOCATION IS ADEQUATE.  ALL MARKS WERE RECOVERED IN
 SM1146'GOOD CONDITION.  A CHECK OF DISTANCE AND DIRECTION WAS MADE
 SM1146'BETWEEN MARKS, AND A DIFFERENCE WAS NOTED IN DISTANCE TO
 SM1146'REFERENCE MARK NUMBER 2.  THIS WAS CONFIRMED BY ANOTHER
 SM1146'OBSERVER ON ANOTHER DATE.  MEASUREMENTS TO LOCATE THE AZIMUTH
 SM1146'MARK ARE NO LONGER ADEQUATE, THEREFORE NEW MEASUREMENTS AND A
 SM1146'COMPLETE NEW TO REACH FOLLOW.
 SM1146'
 SM1146'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 SM1146'HIGHWAY 7, 1/2 MILE NORTHEAST OF CARRINGTON, GO EAST ON
 SM1146'HIGHWAY 7 FOR 14.0 MILES TO A CROSSROAD.  CONTINUE EAST ON
 SM1146'HIGHWAY 7 FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT, SOUTH SIDE OF
 SM1146'HIGHWAY.  FOR STATION, FROM CROSSROAD, GO WEST ON HIGHWAY 7
 SM1146'FOR 0.05 MILE TO A GATE ON NORTH SIDE OF HIGHWAY.  PASS THROUGH
 SM1146'GATE AND GO NORTH ON TRACK ROAD FOR 0.3 MILE TO TOP OF HIGH
 SM1146'HILL AND STATION.
 SM1146'
 SM1146'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 SM1146'A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS STAMPED
 SM1146'HAVEN AZI 1934.  IT IS ABOUT 150 FEET SOUTH OF CENTER OF
 SM1146'HIGHWAY 7, 3.0 FEET NORTHEAST OF A METAL WITNESS POST AND 2.0
 SM1146'FEET NORTH OF A WOOD WITNESS POST.  IT IS AT ABOUT 5 FEET LOWER
 SM1146'ELEVATION THAN HIGHEST POINT OF HILL.
 SM1146'
 SM1146'HEIGHT OF LIGHT ABOVE STATION MARK 14.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1147 ***********************************************************************
 SM1147  DESIGNATION -  HAVEN RM A
 SM1147  PID         -  SM1147
 SM1147  STATE/COUNTY-  ND/FOSTER
 SM1147  USGS QUAD   -  BORDULAC NE (1951)
 SM1147
 SM1147                         *CURRENT SURVEY CONTROL
 SM1147  ___________________________________________________________________
 SM1147* NAD 83(1996)-  47 27 40.01761(N)    098 49 22.59085(W)     ADJUSTED  
 SM1147* NAVD 88     -       509.1    (meters)    1670.     (feet)  VERTCON   
 SM1147  ___________________________________________________________________
 SM1147  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 SM1147  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SM1147
 SM1147  HORZ ORDER  -  FIRST
 SM1147
 SM1147.The horizontal coordinates were established by classical geodetic methods
 SM1147.and adjusted by the National Geodetic Survey in January 1998..
 SM1147
 SM1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1147
 SM1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1147
 SM1147.The geoid height was determined by GEOID03.
 SM1147
 SM1147;                    North         East     Units Scale Factor Converg.
 SM1147;SPC ND N     -    52,644.246   726,438.131   MT  0.99999465   +1 14 52.6
 SM1147;SPC ND N     -   172,717.34  2,383,327.20   iFT  0.99999465   +1 14 52.6
 SM1147;UTM  14      - 5,256,423.524   513,344.693   MT  0.99960219   +0 07 49.7
 SM1147
 SM1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1147!SPC ND N     -   0.99992393  x   0.99999465  =   0.99991858
 SM1147!UTM  14      -   0.99992393  x   0.99960219  =   0.99952615
 SM1147
 SM1147:                Primary Azimuth Mark                     Grid Az
 SM1147:SPC ND N     -  LARRABEE                                 340 59 14.6
 SM1147:UTM  14      -  LARRABEE                                 342 06 17.5
 SM1147
 SM1147|---------------------------------------------------------------------|
 SM1147| PID    Reference Object                     Distance      Geod. Az  |
 SM1147|                                                           dddmmss.s |
 SM1147| SM1162 LARRABEE                            APPROX. 7.9 KM 3421407.2 |
 SM1147|---------------------------------------------------------------------|
 SM1147
 SM1147                          SUPERSEDED SURVEY CONTROL
 SM1147
 SM1147  NAD 83(1986)-  47 27 40.01900(N)    098 49 22.58799(W) AD(       ) 1
 SM1147  NAD 27      -  47 27 40.02927(N)    098 49 21.20266(W) AD(       ) 1
 SM1147  NGVD 29 (07/19/86)  508.7    (m)         1669.     (f) VERT ANG       
 SM1147
 SM1147.Superseded values are not recommended for survey control.
 SM1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1147.See file dsdata.txt to determine how the superseded data were derived.
 SM1147
 SM1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1334556424(NAD 83)
 SM1147_MARKER: DS = TRIANGULATION STATION DISK
 SM1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM1147+STABILITY: SURFACE MOTION
 SM1147
 SM1147  HISTORY     - Date     Condition        Report By
 SM1147  HISTORY     - 1967     MONUMENTED       CGS
 SM1147
 SM1147                          STATION DESCRIPTION
 SM1147
 SM1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1147'STATION IS LOCATED ABOUT 12 MILES W OF GLENFIELD
 SM1147'ON TOP OF THE HIGHEST KNOB
 SM1147'OF A RIDGE WHICH RUNS N AND S, LOCALLY KNOWN AS THE HIGHEST
 SM1147'POINT IN FOSTER COUNTY.
 SM1147'
 SM1147'REACHED FROM GLENFIELD BY GOING W ON STATE HIGHWAY 7, 11.0 MILES
 SM1147'TO DIM SECTION LINE ROAD LEADING N, FOLLOW THIS WINDING ROAD
 SM1147'0.35 MILE TO TOP OF KNOB AND STATION HAVEN.
 SM1147'
 SM1147'STATION IS A STANDARD STATION MARK DISK, STAMPED HAVEN
 SM1147'RM A 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 SM1147'IS FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE
 SM1147'STATION MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE
 SM1147'SAME AS THE SURFACE DISK.
 SM1147'
 SM1147'STATION MARK IS ABOUT 9 FEET LOWER ELEVATION THAN
 SM1147'TRIANGULATION STATION HAVEN 1934.
 SM1147'
 SM1147'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 SM1147'HAVEN 1934, DISTANCE BEING 24.837 METERS OR 81.48 FEET,
 SM1147'EAST-NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1191 ***********************************************************************
 SM1191  DESIGNATION -  HAWK
 SM1191  PID         -  SM1191
 SM1191  STATE/COUNTY-  ND/WELLS
 SM1191  USGS QUAD   -  HAWKS NEST (1978)
 SM1191
 SM1191                         *CURRENT SURVEY CONTROL
 SM1191  ___________________________________________________________________
 SM1191* NAD 83(1996)-  47 20 32.07928(N)    099 17 15.62479(W)     ADJUSTED  
 SM1191* NAVD 88     -       645.     (meters)    2116.     (feet)  SCALED    
 SM1191  ___________________________________________________________________
 SM1191  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 SM1191  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 SM1191
 SM1191  HORZ ORDER  -  FIRST
 SM1191
 SM1191.The horizontal coordinates were established by classical geodetic methods
 SM1191.and adjusted by the National Geodetic Survey in January 1998..
 SM1191
 SM1191.The orthometric height was scaled from a topographic map.
 SM1191
 SM1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1191
 SM1191.The geoid height was determined by GEOID03.
 SM1191
 SM1191;                    North         East     Units Scale Factor Converg.
 SM1191;SPC ND N     -    38,772.372   691,612.235   MT  1.00001915   +0 54 07.7
 SM1191;SPC ND N     -   127,205.94  2,269,069.01   iFT  1.00001915   +0 54 07.7
 SM1191;SPC ND S     -   186,963.777   691,608.348   MT  0.99997509   +0 53 03.3
 SM1191;SPC ND S     -   613,398.22  2,269,056.26   iFT  0.99997509   +0 53 03.3
 SM1191;UTM  14      - 5,243,237.732   478,269.508   MT  0.99960580   -0 12 41.6
 SM1191
 SM1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1191!SPC ND N     -   0.99990246  x   1.00001915  =   0.99992161
 SM1191!SPC ND S     -   0.99990246  x   0.99997509  =   0.99987756
 SM1191!UTM  14      -   0.99990246  x   0.99960580  =   0.99950830
 SM1191
 SM1191:                Primary Azimuth Mark                     Grid Az
 SM1191:SPC ND N     -  HAWK AZ MK                               003 00 06.8
 SM1191:SPC ND S     -  HAWK AZ MK                               003 01 11.2
 SM1191:UTM  14      -  HAWK AZ MK                               004 06 56.1
 SM1191
 SM1191|---------------------------------------------------------------------|
 SM1191| PID    Reference Object                     Distance      Geod. Az  |
 SM1191|                                                           dddmmss.s |
 SM1191| CQ5506 HAWK AZ MK                                         0035414.5 |
 SM1191| SM1190 DOVER HANLON GRAIN CO ELEVATOR      APPROX.13.1 KM 0042009.9 |
 SM1191| SM1187 CARRINGTON FOSTER CTHSE DOME        APPROX.17.5 KM 0440601.3 |
 SM1191| SM1184 CARRINGTON FARMERS INDEP ELEV       APPROX.17.8 KM 0445552.0 |
 SM1191| SM1186 CARRINGTON O MC MELLON CO ELEV      APPROX.16.9 KM 0452137.7 |
 SM1191| CQ5507 HAWK RM 1                            15.189 METERS 16011     |
 SM1191| CQ5508 HAWK RM 2                            15.622 METERS 30831     |
 SM1191| SM1192 SYKESTON WEST AND CO ELEVATOR       APPROX.15.9 KM 3274946.4 |
 SM1191| SM1195 SYKESTON MUNICIPAL TANK             APPROX.16.1 KM 3282016.8 |
 SM1191|---------------------------------------------------------------------|
 SM1191
 SM1191                          SUPERSEDED SURVEY CONTROL
 SM1191
 SM1191  NAD 83(1986)-  47 20 32.08200(N)    099 17 15.62435(W) AD(       ) 1
 SM1191  NAD 27      -  47 20 32.07800(N)    099 17 14.20600(W) AD(       ) 1
 SM1191
 SM1191.Superseded values are not recommended for survey control.
 SM1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1191.See file dsdata.txt to determine how the superseded data were derived.
 SM1191
 SM1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT7827043238(NAD 83)
 SM1191_MARKER: DS = TRIANGULATION STATION DISK
 SM1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1191
 SM1191  HISTORY     - Date     Condition        Report By
 SM1191  HISTORY     - 1941     MONUMENTED       CGS
 SM1191  HISTORY     - 1960     GOOD             CGS
 SM1191  HISTORY     - 1971     GOOD             USGS
 SM1191  HISTORY     - 1974     GOOD             NGS
 SM1191
 SM1191                          STATION DESCRIPTION
 SM1191
 SM1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1191'STATION IS LOCATED ABOUT 10 MILES SE OF THE CITY OF CARRINGTON,
 SM1191'NEAR THE SE CORNER OF THE NE 1/4 OF SEC. 35, T. 145 N, R. 68 W,
 SM1191'ON A HIGH PEAK, LOCALLY KNOWN AS HAWKNEST.  IT IS 61 FEET W OF A
 SM1191'N-S FENCE LINE AND 10 FEET E OF A WHITE REFERENCE POST, IS STAMPED
 SM1191'HAWK 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1191'
 SM1191'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1191'BRONZE DISKS SET IN CONCRETE.
 SM1191'
 SM1191'REFERENCE MARK NO. 1 IS SE OF THE STATION AND 42 FEET W OF A N-S
 SM1191'FENCE LINE.  IT IS STAMPED HAWK NO. 1 1941 AND PROJECTS ABOUT
 SM1191'6 INCHES.
 SM1191'
 SM1191'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS STAMPED HAWK
 SM1191'NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1191'
 SM1191'THE AZIMUTH MARK IS N OF THE STATION.  IT IS ON A SMALL KNOLL,
 SM1191'WHICH IS ON ABOUT THE SAME LEVEL AS THE STATION AND 3-1/2 FEET W
 SM1191'OF A WHITE REFERENCE POST.  IT IS STAMPED HAWK 1941 AND PROJECTS
 SM1191'ABOUT 6 INCHES.
 SM1191'
 SM1191'TO REACH THE STATION FROM THE BUCHANAN HOTEL IN CARRINGTON, GO W
 SM1191'ON STATE HIGHWAY 7 FOR 7 MILES TO A GRAVEL CROSS ROAD, TURN LEFT
 SM1191'AND GO 7.6 MILES TO A TRACK ROAD RIGHT THROUGH A FIELD, TURN RIGHT
 SM1191'AND FOLLOW WINDING FIELD ROAD 0.75 MILE TO A FORKS, TAKE RIGHT
 SM1191'FORK AND GO 0.1 MILE TO ANOTHER FORKS, AT THE BOTTOM OF A CANYON,
 SM1191'TAKE RIGHT FORK AND FOLLOW WINDING TRAIL ROAD 0.5 MILE TO TOP OF
 SM1191'KNOLL AT THE NE END OF THE RIDGE AND THE AZIMUTH MARK ON THE
 SM1191'LEFT, GO W ON DIM ROAD ACROSS RIDGE FOR 0.3 MILE, THEN TURN LEFT
 SM1191'AND GO S AND SE ACROSS FIELD FOR 0.5 MILE TO THE HIGHEST POINT
 SM1191'AND STATION.
 SM1191
 SM1191                          STATION RECOVERY (1960)
 SM1191
 SM1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1191'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 SM1191'
 SM1191'A RADIO TOWER HAS BEEN ERECTED ON A KNOLL ABOUT 0.25 MILE
 SM1191'NORTHWEST OF THE STATION.
 SM1191'
 SM1191'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 SM1191'RECOVERY.
 SM1191
 SM1191                          STATION RECOVERY (1971)
 SM1191
 SM1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 SM1191'STATION MK., REF. MK. 1 AND REF. MK. 2 WERE FOUND AS DESCRIBED.
 SM1191'THE AZ. MK. WAS NOT FOUND AND IS THOUGHT TO HAVE BEEN ON A
 SM1191'KNOLL NOW OCCUPIED BY A RADIO ANTENNA.  THE 1941 DESCRIPTION
 SM1191'IS ADEQUATE.
 SM1191
 SM1191                          STATION RECOVERY (1974)
 SM1191
 SM1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 SM1191'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 SM1191'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DIFFERENCES
 SM1191'WERE FOUND IN THE MEASUREMENTS TO THE REFERENCE MARKS, BUT
 SM1191'CHECKED WHEN MEASURED SLOPE.  THE ANGLES CHECKED GOOD.
 SM1191'
 SM1191'A NEW DESCRIPTION FOLLOWS--
 SM1191'
 SM1191'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF CARRINGTON,
 SM1191'8 MILES SOUTH OF U.S. HIGHWAY 52 AND STATE HIGHWAY 200, 1 MILE
 SM1191'WEST OF THE WELLS-FOSTER COUNTY LINE, NEAR THE SE COR. OF THE
 SM1191'NE 1/4 OF SEC. 35, T 145 N, R 68 W ON A HIGH PEAK KNOWN LOCALLY
 SM1191'AS, THE HAWKS NEST.
 SM1191'
 SM1191'TO REACH THE STATION FROM THE BUCHANAN HOTEL IN CARRINGTON,
 SM1191'GO WEST ON U.S. HIGHWAY 52 AND STATE HIGHWAY 200 FOR 7 MILES
 SM1191'TO A CROSSROAD AT THE WELLS-FOSTER COUNTY LINE, TURN LEFT
 SM1191'AND GO SOUTH ON THE COUNTY ROAD FOR 7.15 MILES TO A SIDE ROAD
 SM1191'LEFT, CONTINUE SOUTH FOR 0.5 MILE TO A TRACK ROAD ON THE RIGHT,
 SM1191'TURN RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.5 MILE TO A
 SM1191'CATTLE GUARD AND GATE, (THE AZIMUTH MARK IS ON THE CREST OF
 SM1191'THE RIDGE ON LINE AND DUE WEST OF THIS FIRST PART OF THE TRACK
 SM1191'ROAD), CROSS THE CATTLE GUARD AND FOLLOW THE TRACK ROAD WEST,
 SM1191'NORTH AND WEST 0.5 MILE DOWN THRU A GULLY AND UP ON TO A
 SM1191'RIDGE TO A ROAD FORKS, FOLLOW THE LEFT FORK TO THE SOUTHWEST UP
 SM1191'A STEEP HILL 0.3 MILE TO ITS CREST AND TWO LARGE WOODEN POLES
 SM1191'SUPPORTING TV ANTENNA, AND THE AZIMUTH MARK ON THE LEFT AS
 SM1191'DESCRIBED.  CONTINUE SOUTHWESTERLY ON THE TRACK ROAD 0.3
 SM1191'MILE TO THE NEXT HILLTOP AT A TWO PANEL TV RELAY MAST WITH
 SM1191'SIGN, KFZ-45 KXMO-TV, AND A GATE, GO THRU GATE, BEAR RIGHT
 SM1191'ABOUT 100 FEET THEN TURN LEFT AND FOLLOW TRACK ROAD SOUTH
 SM1191'ALONG WEST SIDE OF FENCE SURROUNDING A RADIO MAST FOR
 SM1191'0.15 MILE TO A SOUTHWEST FENCE CORNER AND ROAD FORK, TAKE
 SM1191'LEFT FORK AND GO EASTERLY ACROSS PASTURE TO THE NORTH ONE
 SM1191'OF TWO SMALL HILL-TOPS AND THE STATION AS DESCRIBED.
 SM1191'
 SM1191'THE STATION MARK IS A STANDARD DISK STAMPED HAWK 1941, SET IN
 SM1191'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 SM1191'IT IS 58 FEET WEST OF A NORTH-SOUTH FENCE AND METAL WITNESS
 SM1191'POST, AND 10 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 SM1191'
 SM1191'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HAWK NO 1 1941,
 SM1191'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SM1191'3-INCHES.  IT IS 65 FEET SOUTHWEST OF A METAL WITNESS POST, 56
 SM1191'FEET SOUTH OF THE WOODEN WITNESS POST, 42 FEET WEST OF A FENCE,
 SM1191'AND 40 FEET NORTH OF THE SOUTH SLOPE OF THE HILL.
 SM1191'
 SM1191'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HAWK NO 2 1941,
 SM1191'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SM1191'5-INCHES.  IT IS 103 FEET NORTHWEST OF THE METAL WITNESS POST,
 SM1191'98 FEET WEST OF THE NORTH-SOUTH FENCE, AND 42 FEET NORTHWEST
 SM1191'OF THE WOODEN WITNESS POST.
 SM1191'
 SM1191'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAWK 1941, SET IN
 SM1191'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 SM1191'IT IS ABOUT 100 FEET SOUTH OF THE RIM OF THE RIDGE, 28 FEET
 SM1191'EAST OF THE CENTER OF A TRACK ROAD, 9 FEET SOUTHEAST OF THE
 SM1191'WEST ONE OF TWO LARGE WOODEN POLES, AND 5 FEET SOUTHWEST OF
 SM1191'EAST POLE.  A SMALL PORTABLE BUILDING IS SET BETWEEN THE POLES.
 SM1191'
 SM1191'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 WAS NOT
 SM1191'MEASURED AS IT IS OVER A HILL.
 SM1191'
 SM1191'THE UNIDENTIFIED RADIO MAST AND THE STATE HIGHWAY DEPARTMENT
 SM1191'RADIO MAST ARE SET ON SMALL HILL-TOPS TO THE SOUTH OF THE TV
 SM1191'RELAY MAST AT SPACINGS OF ABOUT 300 FEET.  THE LIGHTS AT THE
 SM1191'TOPS OF THE RADIO MASTS WERE THE POINTS OBSERVED.
 SM1191'
 SM1191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 SM1191'SW OF CARRINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0400 ***********************************************************************
 QT0400  DESIGNATION -  HAYNES
 QT0400  PID         -  QT0400
 QT0400  STATE/COUNTY-  ND/ADAMS
 QT0400  USGS QUAD   -  HAYNES (1974)
 QT0400
 QT0400                         *CURRENT SURVEY CONTROL
 QT0400  ___________________________________________________________________
 QT0400* NAD 83(1996)-  45 59 31.82973(N)    102 26 05.85367(W)     ADJUSTED  
 QT0400* NAVD 88     -       860.     (meters)    2822.     (feet)  VERTCON   
 QT0400  ___________________________________________________________________
 QT0400  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 QT0400  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 QT0400
 QT0400  HORZ ORDER  -  FIRST
 QT0400
 QT0400.The horizontal coordinates were established by classical geodetic methods
 QT0400.and adjusted by the National Geodetic Survey in January 1998..
 QT0400
 QT0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0400
 QT0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0400
 QT0400.The geoid height was determined by GEOID03.
 QT0400
 QT0400;                    North         East     Units Scale Factor Converg.
 QT0400;SPC ND S     -    38,029.123   450,099.242   MT  1.00004306   -1 24 40.8
 QT0400;SPC ND S     -   124,767.46  1,476,703.55   iFT  1.00004306   -1 24 40.8
 QT0400;SPC SD N     -   242,749.431   411,367.858   MT  1.00007429   -1 43 23.9
 QT0400;SPC SD N     -   796,420.42  1,349,629.38   sFT  1.00007429   -1 43 23.9
 QT0400;UTM  13      - 5,096,377.224   698,642.815   MT  1.00008511   +1 50 43.8
 QT0400
 QT0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0400!SPC ND S     -   0.99986797  x   1.00004306  =   0.99991102
 QT0400!SPC SD N     -   0.99986797  x   1.00007429  =   0.99994225
 QT0400!UTM  13      -   0.99986797  x   1.00008511  =   0.99995306
 QT0400
 QT0400:                Primary Azimuth Mark                     Grid Az
 QT0400:SPC ND S     -  HAYNES AZ MK                             227 14 14.8
 QT0400:SPC SD N     -  HAYNES AZ MK                             227 32 57.9
 QT0400:UTM  13      -  HAYNES AZ MK                             223 58 50.2
 QT0400
 QT0400|---------------------------------------------------------------------|
 QT0400| PID    Reference Object                     Distance      Geod. Az  |
 QT0400|                                                           dddmmss.s |
 QT0400| CQ7794 HAYNES AZ MK                                       2254934.0 |
 QT0400| CQ7795 HAYNES RM 1                          16.594 METERS 23456     |
 QT0400| RS0412 HETTINGER LUTHERAN CH SPIRE         APPROX.15.2 KM 2732945.2 |
 QT0400| RS0411 HETTINGER MUNICIPAL TANK            APPROX.15.4 KM 2741835.8 |
 QT0400| CQ7796 HAYNES RM 2                          12.306 METERS 30530     |
 QT0400|---------------------------------------------------------------------|
 QT0400
 QT0400                          SUPERSEDED SURVEY CONTROL
 QT0400
 QT0400  NAD 83(1996)-  45 59 31.81959(N)    102 26 05.85270(W) AD(       ) 1
 QT0400  NAD 83(1986)-  45 59 31.82046(N)    102 26 05.85220(W) AD(       ) 1
 QT0400  NAD 27      -  45 59 31.80200(N)    102 26 04.27800(W) AD(       ) 1
 QT0400  NGVD 29 (07/19/86)  860.     (m)         2822.     (f) VERT ANG       
 QT0400
 QT0400.Superseded values are not recommended for survey control.
 QT0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0400.See file dsdata.txt to determine how the superseded data were derived.
 QT0400
 QT0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL9864396377(NAD 83)
 QT0400_MARKER: DS = TRIANGULATION STATION DISK
 QT0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0400
 QT0400  HISTORY     - Date     Condition        Report By
 QT0400  HISTORY     - 1934     MONUMENTED       CGS
 QT0400  HISTORY     - 1951     GOOD             CGS
 QT0400  HISTORY     - 1952     GOOD             CGS
 QT0400  HISTORY     - 1954     GOOD             CGS
 QT0400  HISTORY     - 1970     GOOD             USAF
 QT0400
 QT0400                          STATION DESCRIPTION
 QT0400
 QT0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0400'STATION IS LOCATED ABOUT 2 MILES N AND 2 MILES E OF HAYNES IN
 QT0400'E SIDE OF SE 1/4 OF SEC. 15, T 129 N, R 94 W, ABOUT 50 FEET
 QT0400'W OF N-S SECTION LINE FENCE ON THE S END OF LONG FLAT RIDGE
 QT0400'COVERED WITH ROCKS AND PETRIFIED WOOD.  IT IS THE HIGHEST GROUND
 QT0400'IN VICINITY.
 QT0400'
 QT0400'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0400'BRONZE DISKS SET IN CONCRETE.
 QT0400'
 QT0400'REFERENCE MARK NO. 1 IS 16.599 METERS (54.46 FEET) SW OF STATION
 QT0400'SET ABOUT 20 FEET E OF W EDGE OF BLUFF.
 QT0400'
 QT0400'REFERENCE MARK NO. 2 IS 12.302 METERS (40.36 FEET) WNW OF STATION
 QT0400'SET ABOUT 20 FEET E OF W EDGE OF BLUFF.
 QT0400'
 QT0400'AZIMUTH MARK IS DISTANT ABOUT 2 MILES SW, AND IS REACHED FROM
 QT0400'POST OFFICE IN HAYNES BY GOING N 0.1 MILE TO CROSS-STREET, THENCE
 QT0400'E 0.5 MILE TO MARK IN N RIGHT-OF-WAY FENCE LINE.
 QT0400'
 QT0400'STATION IS REACHED FROM HAYNES POST OFFICE BY GOING N 0.1 MILE
 QT0400'TO CROSS-STREET, THENCE E 0.7 MILE TO CROSSROADS, THENCE N 0.55
 QT0400'MILE ON SECTION LINE ROAD.  THERE LEAVE SECTION LINE ROAD AND
 QT0400'FOLLOW PRAIRIE ROAD E 0.6 MILE TO FARMHOUSE.  PASS ON S SIDE OF
 QT0400'HOUSE AND GO E 0.25 MILE TO GATE, GO THROUGH GATE AND TURN N
 QT0400'0.1 MILE TO AN OLD COAL MINE, PASS ON W SIDE OF MINE AND CIRCLE
 QT0400'FOOT OF SLOPE AND GO NE 0.5 MILE TO FOOT OF S SLOPE OF RIDGE,
 QT0400'GO N AND NE UP SLOPE 0.2 MILE TO HIGHEST GROUND AND STATION.
 QT0400
 QT0400                          STATION RECOVERY (1951)
 QT0400
 QT0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QT0400'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION.
 QT0400'DUE TO RECENT ROAD CONSTRUCTION A NEW ROUTING WILL FOLLOW.
 QT0400'EXCEPT FOR THE NEW ROUTING THE ORIGINAL DESCRIPTION IS CORRECT
 QT0400'AND ADEQUATE.  THE STATION WAS NOT OCCUPIED.
 QT0400'
 QT0400'TO REACH THE STATION FROM THE POST OFFICE IN HAYNES.  GO NORTH
 QT0400'0.1 MILE TO A CROSS STREET.  TURN RIGHT AND GO EAST FOR 0.7
 QT0400'MILE TO A CROSSROADS.  TURN LEFT AND GO NORTH TO TO U.S. HIGHWAY
 QT0400'12.  CROSS HIGHWAY 12 AND CONTINUE NORTH ON A DIRT ROAD FOR
 QT0400'0.55 MILE TO THREE TRACK ROADS.  BEAR RIGHT AND FOLLOW THE EAST
 QT0400'ROAD NORTHEASTERLY FOR 0.2 MILE TO THREE ROADS.  TAKE THE MIDDLE
 QT0400'ROAD AND GO NORTH 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 QT0400'THIS POINT PROCEED NORTHEAST TO THE HIGHEST POINT AND THE
 QT0400'STATION.
 QT0400
 QT0400                          STATION RECOVERY (1952)
 QT0400
 QT0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0400'THE STATION WAS RECOVERED AND MARKS WERE FOUND IN GOOD CONDITION.
 QT0400'THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THAT THE STATION
 QT0400'IS LOCATED IN SECTION 16 INSTEAD OF 15, AS STATED IN THE ORIGINAL.
 QT0400
 QT0400                          STATION RECOVERY (1954)
 QT0400
 QT0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 QT0400'STATION WAS RECOVERED AS DESCRIBED IN THE 1951 DESCRIPTION.
 QT0400'THE 1951 DESCRIPTION IS ADEQUATE.
 QT0400
 QT0400                          STATION RECOVERY (1970)
 QT0400
 QT0400'RECOVERY NOTE BY US AIR FORCE 1970
 QT0400'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 QT0400'CONDITION AS DESCRIBED.
 QT0400'
 QT0400'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 QT0400'
 QT0400'A NEW ROUTE DESCRIPTION TO THE STATION FOLLOWS--
 QT0400'
 QT0400'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HAYNES,
 QT0400'NORTH DAKOTA, GO NORTH 0.1 MILE TO A CROSS STREET.  TURN RIGHT
 QT0400'(EAST) FOR 0.7 MILE TO A CROSSROADS.  TURN LEFT (NORTH) TO U.S.
 QT0400'HIGHWAY 12.  CROSS U.S. HIGHWAY 12, PASS THROUGH A GATE, AND
 QT0400'CONTINUE NORTH ON A DIRT ROAD FOR 0.35 MILE TO A POINT WHERE
 QT0400'THE MAIN ROAD TURNS RIGHT AND A TRACK ROAD TURNS LEFT.  TAKE
 QT0400'THE TRACK ROAD LEFT (NORTHWEST) THROUGH A CATTLE GUARD FOR 0.2
 QT0400'MILE TO SEVERAL DIM ROADS.  BARE RIGHT (NORTH) FOR 0.2 MILE,
 QT0400'PASSING THROUGH A DRAW AND TO THE NORTHWEST SIDE OF A BIG
 QT0400'HOLE IN THE GROUND, AND END OF TRUCK TRAVEL.  PROCEED
 QT0400'NORTHEAST TO TOP OF HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0796 ***********************************************************************
 RR0796  DESIGNATION -  HAZE
 RR0796  PID         -  RR0796
 RR0796  STATE/COUNTY-  ND/EMMONS
 RR0796  USGS QUAD   -  HAZELTON (1971)
 RR0796
 RR0796                         *CURRENT SURVEY CONTROL
 RR0796  ___________________________________________________________________
 RR0796* NAD 83(1996)-  46 28 34.97119(N)    100 18 38.85553(W)     ADJUSTED  
 RR0796* NAVD 88     -       637.9    (meters)    2093.     (feet)  VERTCON   
 RR0796  ___________________________________________________________________
 RR0796  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 RR0796  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RR0796
 RR0796  HORZ ORDER  -  SECOND
 RR0796
 RR0796.The horizontal coordinates were established by classical geodetic methods
 RR0796.and adjusted by the National Geodetic Survey in January 1998..
 RR0796
 RR0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0796
 RR0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0796
 RR0796.The geoid height was determined by GEOID03.
 RR0796
 RR0796;                    North         East     Units Scale Factor Converg.
 RR0796;SPC ND S     -    90,022.315   614,529.629   MT  0.99995530   +0 08 16.8
 RR0796;SPC ND S     -   295,348.80  2,016,173.32   iFT  0.99995530   +0 08 16.8
 RR0796;UTM  14      - 5,147,813.546   399,377.258   MT  0.99972445   -0 57 01.9
 RR0796
 RR0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0796!SPC ND S     -   0.99990343  x   0.99995530  =   0.99985874
 RR0796!UTM  14      -   0.99990343  x   0.99972445  =   0.99962791
 RR0796
 RR0796:                Primary Azimuth Mark                     Grid Az
 RR0796:SPC ND S     -  RAM                                      007 36 56.2
 RR0796:UTM  14      -  RAM                                      008 42 14.9
 RR0796
 RR0796|---------------------------------------------------------------------|
 RR0796| PID    Reference Object                     Distance      Geod. Az  |
 RR0796|                                                           dddmmss.s |
 RR0796| RR0775 RAM                                 APPROX. 9.4 KM 0074513.0 |
 RR0796| RR0795 HAZELTON MUN WATER TANK             APPROX. 2.7 KM 0685738.5 |
 RR0796| CQ5509 HAZE RM 1                            19.672 METERS 18947     |
 RR0796| CQ5510 HAZE RM 2                            22.110 METERS 24128     |
 RR0796| RR0777 MOFFIT BELL TEL MICROWAVE           APPROX.23.6 KM 3355506.8 |
 RR0796|---------------------------------------------------------------------|
 RR0796
 RR0796                          SUPERSEDED SURVEY CONTROL
 RR0796
 RR0796  NAD 83(1986)-  46 28 34.96096(N)    100 18 38.84505(W) AD(       ) 2
 RR0796  NAD 27      -  46 28 34.99300(N)    100 18 37.43500(W) AD(       ) 2
 RR0796  NGVD 29 (07/19/86)  637.5    (m)         2092.     (f) VERT ANG       
 RR0796
 RR0796.Superseded values are not recommended for survey control.
 RR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0796.See file dsdata.txt to determine how the superseded data were derived.
 RR0796
 RR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9937747814(NAD 83)
 RR0796_MARKER: DD = SURVEY DISK
 RR0796_SETTING: 0 = UNSPECIFIED SETTING
 RR0796
 RR0796  HISTORY     - Date     Condition        Report By
 RR0796  HISTORY     - 1970     MONUMENTED       USGS
 RR0796
 RR0796                          STATION DESCRIPTION
 RR0796
 RR0796'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0796'THE STATION IS LOCATED ABOUT 1.5 MI W.-SW. OF HAZELTON, IN THE
 RR0796'SW. QUARTER OF SEC. 25, T. 135 N., R. 77 W., ON THE HIGHEST POINT
 RR0796'OF A PROMINENT HILL AND AT THE N. END OF A SHALLOW BORROW PIT.
 RR0796'
 RR0796'TO REACH THE STATION FROM THE HAZELTON POST OFFICE, DRIVE W. ON
 RR0796'THE MAIN ST. FOR 0.1 MI TO JCT. WITH A PAVED RD., TURN LEFT AND
 RR0796'DRIVE S. FOR 0.4 MI TO JCT. WITH U.S. HWY. 83, THEN DRIVE SE. ON
 RR0796'HWY. 83 FOR 0.5 MI TO JCT. OF A GRAVEL RD. LEADING W., TURN RIGHT
 RR0796'AND DRIVE W. ON GRAVEL RD. FOR 1.75 MI AND FIELD ENTRANCE ON THE
 RR0796'RIGHT, TURN RIGHT INTO FIELD AND DRIVE N.-NE. ON TRACK RD. FOR
 RR0796'0.25 MI TO HIGH POINT OF HILL AND STATION AS DESCRIBED.
 RR0796'
 RR0796'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HAZE
 RR0796'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 RR0796'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0796'
 RR0796'STATION MARK IS 3 FT W. OF W. EDGE OF A RED GRANITE BOULDER, 3
 RR0796'FT X 3 FT, AND 2.1 FT W. OF A METAL WITNESS POST.
 RR0796'
 RR0796'REFERENCE MARK 1 IS 64.54 FT (19.672 M.) S. OF STATION MARK, ON
 RR0796'TOP OF A LOW MOUND IN THE SHALLOW BORROW PIT.
 RR0796'
 RR0796'REFERENCE MARK 2 IS 72.54 FT (22.110 M.) SW. OF STATION MARK
 RR0796'ON THE W. BANK OF THE BORROW PIT.
 RR0796'
 RR0796'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 60.12
 RR0796'FT. (18.325 M.)
 RR0796'
 RR0796'NO AZIMUTH MARK WAS SET.  ALL ADJACENT STATIONS AND THIS STATION
 RR0796'ARE INTERVISIBLE FROM GROUND.
 RR0796'
 RR0796'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0803 ***********************************************************************
 RR0803  DESIGNATION -  HAZELTON
 RR0803  PID         -  RR0803
 RR0803  STATE/COUNTY-  ND/EMMONS
 RR0803  USGS QUAD   -  CANNON BALL (1968)
 RR0803
 RR0803                         *CURRENT SURVEY CONTROL
 RR0803  ___________________________________________________________________
 RR0803* NAD 83(1996)-  46 27 29.88895(N)    100 31 05.97618(W)     ADJUSTED  
 RR0803* NAVD 88     -       627.2    (meters)    2058.     (feet)  VERTCON   
 RR0803  ___________________________________________________________________
 RR0803  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 RR0803  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RR0803
 RR0803  HORZ ORDER  -  FIRST
 RR0803
 RR0803.The horizontal coordinates were established by classical geodetic methods
 RR0803.and adjusted by the National Geodetic Survey in January 1998..
 RR0803
 RR0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0803
 RR0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0803
 RR0803.The geoid height was determined by GEOID03.
 RR0803
 RR0803;                    North         East     Units Scale Factor Converg.
 RR0803;SPC ND S     -    87,995.466   598,592.179   MT  0.99995731   -0 00 48.1
 RR0803;SPC ND S     -   288,699.04  1,963,885.10   iFT  0.99995731   -0 00 48.1
 RR0803;UTM  14      - 5,146,090.032   383,407.568   MT  0.99976710   -1 06 02.6
 RR0803
 RR0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0803!SPC ND S     -   0.99990508  x   0.99995731  =   0.99986239
 RR0803!UTM  14      -   0.99990508  x   0.99976710  =   0.99967220
 RR0803
 RR0803|---------------------------------------------------------------------|
 RR0803| PID    Reference Object                     Distance      Geod. Az  |
 RR0803|                                                           dddmmss.s |
 RR0803| CO5159 HAZELTON RM 1                        26.902 METERS 02808     |
 RR0803| CO5157 HAZELTON AZ MK                                     2033823.6 |
 RR0803| CO5158 HAZELTON AZ MK RESET                               2033824.2 |
 RR0803| CO5160 HAZELTON RM 2                        25.472 METERS 29056     |
 RR0803|---------------------------------------------------------------------|
 RR0803
 RR0803                          SUPERSEDED SURVEY CONTROL
 RR0803
 RR0803  NAD 83(1986)-  46 27 29.87947(N)    100 31 05.96544(W) AD(       ) 1
 RR0803  NAD 27      -  46 27 29.89800(N)    100 31 04.53500(W) AD(       ) 1
 RR0803  NGVD 29 (07/19/86)  626.8    (m)         2056.     (f) VERT ANG       
 RR0803
 RR0803.Superseded values are not recommended for survey control.
 RR0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0803.See file dsdata.txt to determine how the superseded data were derived.
 RR0803
 RR0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8340846090(NAD 83)
 RR0803_MARKER: DS = TRIANGULATION STATION DISK
 RR0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0803
 RR0803  HISTORY     - Date     Condition        Report By
 RR0803  HISTORY     - 1934     MONUMENTED       CGS
 RR0803  HISTORY     - 1948     GOOD             CGS
 RR0803  HISTORY     - 1957     GOOD             CGS
 RR0803  HISTORY     - 1961     GOOD             CGS
 RR0803  HISTORY     - 1970     GOOD             USGS
 RR0803
 RR0803                          STATION DESCRIPTION
 RR0803
 RR0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0803'STATION IS ABOUT 11 MILES W OF HAZELTON, NORTH DAKOTA, AT THE
 RR0803'S END OF A PROMINENT HIGH BUTTE RUNNING N AND S, WITH STEEP
 RR0803'SIDES, KNOWN LOCALLY AS COAL BUTTE, ABOUT 1/2 MILE SW OF H.E.
 RR0803'ALBAUGHS FARM BUILDINGS (ALL LOG BUILDINGS) IN A CANYON.  THERE
 RR0803'IS A LARGER BUT LOWER FLAT-TOPPED BUTTE 1.2 MILES NW.  THERE
 RR0803'IS A CULTIVATED FIELD ON THE TOP OF COAL BUTTE.  THE STATION
 RR0803'IS 250 FEET S OF MR. ALBAUGHS SOUTH FENCE LINE, 26 FEET NW
 RR0803'OF THE EDGE OF THE BUTTE, IN SEC. 5, T 134 N, R 78 W, AND
 RR0803'THE MARK PROJECTS 8 INCHES.
 RR0803'
 RR0803'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0803'BRONZE DISKS SET IN CONCRETE.
 RR0803'
 RR0803'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 192 FEET S OF
 RR0803'SECTION-LINE FENCE AND PROJECTS 6 INCHES.
 RR0803'
 RR0803'REFERENCE MARK NO. 2 IS W OF THE STATION, 240 FEET S OF
 RR0803'SECTION-LINE FENCE AND PROJECTS 6 INCHES.
 RR0803'
 RR0803'THE AZIMUTH MARK IS SSW OF THE STATION, 27 FEET S OF THE
 RR0803'CENTER LINE OF A GRADED ROAD 1-1/2 FEET N OF THE S RIGHT-OF-WAY
 RR0803'FENCE AND PROJECTS 6 INCHES.
 RR0803'
 RR0803'THE STATION IS REACHED FROM GLENCO CHURCH, WHICH IS 12 MILES
 RR0803'E OF BISMARCK, NORTH DAKOTA, AND 13 MILES S, BY GOING S 1.0 MILE,
 RR0803'THEN E 1.0 MILE, THEN S 2.1 MILES, FOLLOWING STATE HIGHWAY 34, A
 RR0803'GRADED, WELL-TRAVELED ROAD, PASS BURR OAK SCHOOL, A WHITE BUILDING
 RR0803'WITH RED TRIMMINGS, ON THE W OR RIGHT SIDE OF THE ROAD, CONTINUE
 RR0803'S 1.5 MILES, TAKE RIGHT FORK, WESTERLY, FOR A SHORT DISTANCE,
 RR0803'THEN SOUTHERLY ALONG RIVER, ON STATE HIGHWAY 34, 1.6 MILES,
 RR0803'CROSS BRIDGE WITH RED TRUSSES AND CONTINUE SOUTHERLY 2.2
 RR0803'MILES, AT A FENCE CORNER AND A 3-BY 5-FOOT BULLETIN BOARD
 RR0803'MARKED HAZELTON 14 MILES.  TURN DUE E AND GO 1.0 MILE, AT A
 RR0803'WHITE SCHOOLHOUSE ON THE N SIDE OF THE ROAD LEAVE GRADE AND
 RR0803'TURN DUE S ON A FARM ROAD AND GO 0.5 MILE.  (THE STATION IS ON
 RR0803'THE SMALLER HIGH SQUARE BUTTE VISIBLE TO THE S OF THIS POINT.)
 RR0803'AT A DESERTED BUILDING E OF THE ROAD TAKE RIGHT FORK S AND GO
 RR0803'0.3 MILE, KEEP STRAIGHT AHEAD, S, ON LEFT FORK OR LESS TRAVELED
 RR0803'ROAD, 0.1 MILE, CROSS ROAD AND CONTINUE AHEAD ON WINDING ROAD
 RR0803'SOUTHEASTERLY ALONG NE SIDE OF CREEK FOR 0.5 MILE, PASS THROUGH
 RR0803'YARD OF JAKE HIMERICH, AND FOLLOW ONLY MAIN FARM ROAD S 1.1
 RR0803'MILES, PASS THROUGH WIRE GATE AND FOLLOW ROAD S 0.15 MILE TO
 RR0803'THE N END OF COAL BUTTE, AT A POINT WHERE A DIM ROAD COMES IN
 RR0803'FROM THE RIGHT AND ANOTHER ROAD FORKS TO THE LEFT, WHICH LEADS
 RR0803'TO H.E. ALBAUGHS RANCH BUILDINGS 0.1 MILE.  (THERE ARE SOME COAL
 RR0803'MINES IN THE NE SIDE OF THE BUTTE.) FOLLOW DIM ROAD W AND S,
 RR0803'KEEPING AS CLOSE TO THE BASE OF THE BUTTE AS POSSIBLE, 0.5 MILE TO
 RR0803'A SMALL DRAW, WITH TREES IN IT, LEADING DOWN FROM THE TOP OF THE
 RR0803'BUTTE.  TURN LEFT OR E, UP SIDE OF THE BUTTE, KEEPING TO THE RIGHT
 RR0803'OF TREES, AND GO 0.15 MILE TO A FENCE AT THE S EDGE OF A PLOWED
 RR0803'FIELD ON TOP OF THE BUTTE, PASS THROUGH FENCE AND GO 0.05 MILE
 RR0803'ACROSS GRASS-COVERED MESA TO THE SOUTHERNMOST AND HIGHEST PART
 RR0803'OF THE BUTTE AND THE STATION.
 RR0803'
 RR0803'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RR0803
 RR0803                          STATION RECOVERY (1948)
 RR0803
 RR0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0803'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 BY W.R.P. AND
 RR0803'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RR0803'
 RR0803'THE STATION IS LOCATED ABOUT 11 MILES WEST OF HAZELTON, NEAR THE
 RR0803'SOUTHEAST EDGE OF A FLAT TOPPED BUTTE THAT IS LOCALLY KNOWN
 RR0803'AS COAL BUTTE.  IT IS ON LAND OWNED BY GLENN ALBAUGH.  THE
 RR0803'MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HAZELTON 1934.
 RR0803'
 RR0803'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0803'BRONZE DISKS SET IN CONCRETE.
 RR0803'
 RR0803'REFERENCE MARK NO. 1 IS 26.896 METERS (88.24 FEET) NORTH-NORTHEAST
 RR0803'OF THE STATION.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 RR0803'STAMPED HAZELTON NO 1 1934.
 RR0803'
 RR0803'REFERENCE MARK NO. 2 IS 25.475 METERS (83.58 FEET) WEST OF THE
 RR0803'STATION.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RR0803'HAZELTON NO 2 1934.
 RR0803'
 RR0803'THE AZIMUTH MARK IS 1.25 MILES SOUTH-SOUTHWEST OF THE STATION,
 RR0803'29 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT
 RR0803'ROAD AND 1-1/2 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS
 RR0803'5 INCHES, AND THE DISK IS STAMPED HAZELTON 1934.
 RR0803'
 RR0803'TO REACH THE STATION FROM THE BISMARCK POST OFFICE, GO SOUTH
 RR0803'1 BLOCK TO U.S. HIGHWAYS 83 AND 10, THENCE LEFT ON U.S. HIGHWAY
 RR0803'83 AND 10 FOR 7 MILES TO A GRAVELED ROAD RIGHT, TURN RIGHT AND
 RR0803'GO SOUTH FOR 7.05 MILES TO A T ROAD INTERSECTION, TURN LEFT
 RR0803'AND GO EAST FOR 5.1 MILES TO A CROSSROAD, TURN RIGHT AND GO
 RR0803'SOUTH FOR 4.05 MILES TO THE GLENCOE CHURCH ON RIGHT, CONTINUE
 RR0803'ON SOUTH AND EAST FOR 4 MILES TO A SCHOOL HOUSE ON THE RIGHT,
 RR0803'CONTINUE ON MAIN ROAD FOR 1.65 MILES TO A FORK, TAKE THE RIGHT
 RR0803'ROAD AND GO 1.7 MILES TO A STEEL BRIDGE, CROSS BRIDGE AND
 RR0803'CONTINUE ON SOUTH FOR 3.25 MILES TO A T ROAD LEFT, CONTINUE
 RR0803'ON SOUTH FOR 5.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO
 RR0803'EAST FOR 1 MILE TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE ON
 RR0803'EAST FOR 0.4 MILE TO A TRACK ROAD ON THE LEFT.  *TO LEFT
 RR0803'ON TRACK ROAD AND GO NORTHEAST FOR 0.4 MILE TO THE GLENN ALBAUGH
 RR0803'FARM HOUSE.  CONTINUE ON NORTHEAST ON TRACK ROAD FOR 0.3 MILE
 RR0803'TO A FORK, THENCE LEFT ON TRACK ROAD IN A NORTHWESTERLY
 RR0803'DIRECTION FOR 0.5 MILE TO THE FOOT OF A PROMINENT BUTTE
 RR0803'AND THE STATION AS DESCRIBED.
 RR0803'
 RR0803'*TO REACH THE AZIMUTH MARK FROM THE TRACK ROAD LEFT, CONTINUE
 RR0803'ON EAST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RR0803'
 RR0803'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 RR0803
 RR0803                          STATION RECOVERY (1957)
 RR0803
 RR0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0803'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0803'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 RR0803'
 RR0803'TO REACH FROM BISMARCK, FROM THE JUNCTION OF U.S. HIGHWAYS
 RR0803'10-AND 83, GO EAST ON U.S. 10 AND 83 FOR 1.5 MILES TO A T-ROAD
 RR0803'RIGHT JUST EAST OF THE BIG BOY DRIVEIN, TURN RIGHT AND GO
 RR0803'SOUTHEAST AND EAST ON SURFACE ROAD FOR ABOUT 5.4 MILES TO A
 RR0803'T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 7.0 MILES TO A
 RR0803'T-INTERSECTION, TURN LEFT AND GO EAST FOR 5.0 MILES TO
 RR0803'CROSSROADS, TURN RIGHT AND GO SOUTH FOR 4.0 MILES TO THE GLENCOE
 RR0803'CHURCH ON THE RIGHT, CONTINUE SOUTH ON MAIN ROAD FOR 4.0
 RR0803'MILES TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE FOR
 RR0803'1.65 MILES TO FORKS, TAKE RIGHT FORK AND CONTINUE FOR 4.95 MILES
 RR0803'TO A SIDE ROAD LEFT, CONTINUE SOUTH ON MAIN ROAD FOR 5.1
 RR0803'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 1.0
 RR0803'MILE TO A SCHOOL HOUSE ON THE RIGHT, CONTINUE FOR 0.2
 RR0803'MILE TO A TRACK ROAD ON LEFT, (AZIMUTH MARK IS 0.7 MILE
 RR0803'EAST ON SOUTH SIDE OF ROAD), TURN LEFT AND FOLLOW TRACK ROAD
 RR0803'NORTH, EAST AND NORTH FOR 0.75 MILE TO A WIRE GATE ON
 RR0803'RIGHT, TURN RIGHT THROUGH GATE AND GO EASTERLY FOR 0.25
 RR0803'MILE TO A WIRE GATE NORTHEAST OF A FARM HOUSE, PASS
 RR0803'THROUGH GATE AND GO EASTERLY FOR 0.45 MILE, TURN LEFT AND
 RR0803'FOLLOW TRACK ROAD NORTHERLY 0.7 MILE TO BASE OF BUTTE.
 RR0803'PACK NORTH TO TOP OF BUTTE AND STATION.
 RR0803
 RR0803                          STATION RECOVERY (1961)
 RR0803
 RR0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RR0803'STATION RECOVERED AS DESCRIBED IN 1957 AND ALL MARKS FOUND IN
 RR0803'GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH
 RR0803'MARK AS IT WAS IN THE WAY OF ROAD IMPROVEMENT.  THIS MARK
 RR0803'WAS MOVED 51.67 FEET ON LINE AWAY FROM THE STATION.
 RR0803'
 RR0803'THE AZIMUTH MARK IS 77 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 RR0803'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HAZELTON
 RR0803'1934 RESET 1961.
 RR0803'
 RR0803'THE 1957 DESCRIPTION TO REACH THE STATION IS ACCURATE UP TO
 RR0803'THE LAST SCHOOL HOUSE MENTIONED IN THAT DESCRIPTION.  FROM THE
 RR0803'SCHOOL HOUSE CONTINUE EAST ON GRADED ROAD FOR 0.9 MILE TO THE
 RR0803'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST FOR 0.4 MILE TO A
 RR0803'STEEL GATE ON THE LEFT, (THE STATION IS ON SUMMIT OF BUTTE
 RR0803'ABOUT 1.0 MILE NORTH OF THIS POINT), TURN LEFT THROUGH GATE
 RR0803'THEN FOLLOW PASTURE ROADS NORTHEAST AND NORTH TO SOUTH BASE OF
 RR0803'BUTTE AND END OF TRUCK TRAVEL.  PACK NORTHWEST TO SUMMIT OF
 RR0803'SOUTHWEST END OF BUTTE AND STATION.
 RR0803
 RR0803                          STATION RECOVERY (1970)
 RR0803
 RR0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0803'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  THE AZIMUTH
 RR0803'MARK HAD BEEN RESET IN 1961.  THE RESET MARK WAS FOUND IN GOOD
 RR0803'CONDITION.  THE 1957 DESCRIPTION IS SATISFACTORY.
 RR0803'
 RR0803'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0795 ***********************************************************************
 RR0795  DESIGNATION -  HAZELTON MUN WATER TANK
 RR0795  PID         -  RR0795
 RR0795  STATE/COUNTY-  ND/EMMONS
 RR0795  USGS QUAD   -  HAZELTON (1971)
 RR0795
 RR0795                         *CURRENT SURVEY CONTROL
 RR0795  ___________________________________________________________________
 RR0795* NAD 83(1996)-  46 29 06.48204(N)    100 16 40.19356(W)     ADJUSTED  
 RR0795* NAVD 88     -                                                        
 RR0795  ___________________________________________________________________
 RR0795  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 RR0795  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RR0795
 RR0795  HORZ ORDER  -  THIRD
 RR0795
 RR0795.The horizontal coordinates were established by classical geodetic methods
 RR0795.and adjusted by the National Geodetic Survey in January 1998..
 RR0795
 RR0795
 RR0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0795
 RR0795.The geoid height was determined by GEOID03.
 RR0795
 RR0795;                    North         East     Units Scale Factor Converg.
 RR0795;SPC ND S     -    91,001.887   617,058.073   MT  0.99995436   +0 09 43.4
 RR0795;SPC ND S     -   298,562.62  2,024,468.74   iFT  0.99995436   +0 09 43.4
 RR0795;UTM  14      - 5,148,744.683   401,923.263   MT  0.99971824   -0 55 36.3
 RR0795
 RR0795                          SUPERSEDED SURVEY CONTROL
 RR0795
 RR0795  NAD 83(1986)-  46 29 06.47187(N)    100 16 40.18184(W) AD(       ) 4
 RR0795  NAD 27      -  46 29 06.50844(N)    100 16 38.75998(W) AD(       ) 3
 RR0795
 RR0795.Superseded values are not recommended for survey control.
 RR0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0795.See file dsdata.txt to determine how the superseded data were derived.
 RR0795
 RR0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0192348745(NAD 83)
 RR0795_MARKER: 53 = ELEVATED TANK
 RR0795
 RR0795  HISTORY     - Date     Condition        Report By
 RR0795  HISTORY     - 1970     FIRST OBSERVED   USGS
 RR0795
 RR0795                          STATION DESCRIPTION
 RR0795
 RR0795'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0795'THE STATION IS THE CENTER OF THE RED LIGHT AT TOP CENTER OF THE
 RR0795'HAZELTON MUNICIPAL WATER TANK, LOCATED AT THE W. EDGE OF THE
 RR0795'BUSINESS DISTRICT OF HAZELTON.  THE TANK IS CYLINDRICAL WITH A
 RR0795'RED CONIC TOP, SURMOUNTED BY A RED LIGHT, ON FOUR STEEL LEGS WITH
 RR0795'CENTER PIPE AND OVERALL ABOUT 125 FT HIGH.
 RR0795'
 RR0795'THE STATION WAS INTERSECTED FROM TRIANGULATION STATIONS LONG 2
 RR0795'AND ET STATIONS MOFFIT AND BRAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1707 ***********************************************************************
 SN1707  DESIGNATION -  HAZEN
 SN1707  PID         -  SN1707
 SN1707  STATE/COUNTY-  ND/MERCER
 SN1707  USGS QUAD   -  HAZEN EAST (1968)
 SN1707
 SN1707                         *CURRENT SURVEY CONTROL
 SN1707  ___________________________________________________________________
 SN1707* NAD 83(1996)-  47 17 56.31920(N)    101 34 53.64794(W)     ADJUSTED  
 SN1707* NAVD 88     -       544.8    (meters)    1787.     (feet)  VERTCON   
 SN1707  ___________________________________________________________________
 SN1707  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 SN1707  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 SN1707
 SN1707  HORZ ORDER  -  SECOND
 SN1707
 SN1707.The horizontal coordinates were established by classical geodetic methods
 SN1707.and adjusted by the National Geodetic Survey in January 1998..
 SN1707
 SN1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1707
 SN1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1707
 SN1707.The geoid height was determined by GEOID03.
 SN1707
 SN1707;                    North         East     Units Scale Factor Converg.
 SN1707;SPC ND S     -   182,009.839   518,205.341   MT  0.99996868   -0 47 20.0
 SN1707;SPC ND S     -   597,145.14  1,700,148.76   iFT  0.99996868   -0 47 20.0
 SN1707;UTM  14      - 5,241,621.479   304,837.472   MT  1.00006811   -1 53 52.1
 SN1707
 SN1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1707!SPC ND S     -   0.99991770  x   0.99996868  =   0.99988638
 SN1707!UTM  14      -   0.99991770  x   1.00006811  =   0.99998581
 SN1707
 SN1707|---------------------------------------------------------------------|
 SN1707| PID    Reference Object                     Distance      Geod. Az  |
 SN1707|                                                           dddmmss.s |
 SN1707| CQ7797 HAZEN RM 1                           15.490 METERS 04135     |
 SN1707| CQ7798 HAZEN RM 2                            5.151 METERS 13402     |
 SN1707| SN1710 HAZEN RELAY MAST                    APPROX. 5.2 KM 3103944.8 |
 SN1707|---------------------------------------------------------------------|
 SN1707
 SN1707                          SUPERSEDED SURVEY CONTROL
 SN1707
 SN1707  NAD 83(1986)-  47 17 56.31710(N)    101 34 53.63847(W) AD(       ) 2
 SN1707  NAD 27      -  47 17 56.30887(N)    101 34 52.04773(W) AD(       ) 2
 SN1707  NGVD 29 (07/19/86)  544.4    (m)         1786.     (f) VERT ANG       
 SN1707
 SN1707.Superseded values are not recommended for survey control.
 SN1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1707.See file dsdata.txt to determine how the superseded data were derived.
 SN1707
 SN1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0483741621(NAD 83)
 SN1707_MARKER: DD = SURVEY DISK
 SN1707_SETTING: 0 = UNSPECIFIED SETTING
 SN1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1707+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2001
 SN1707
 SN1707  HISTORY     - Date     Condition        Report By
 SN1707  HISTORY     - 1967     MONUMENTED       USGS
 SN1707  HISTORY     - 20011029 GOOD             NDWC
 SN1707
 SN1707                          STATION DESCRIPTION
 SN1707
 SN1707'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 SN1707'THE STATION IS LOCATED ABOUT 2.5 MI E. OF HAZEN, T. 144 N., R. 86
 SN1707'W., NEAR THE SE. COR. OF SEC. 9.
 SN1707'
 SN1707'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 7 AND COUNTY
 SN1707'RD. 8 IN THE TOWN OF HAZEN, GO E. ALONG STATE HWY. 7 FOR 2.4 MI TO
 SN1707'STATION ON RIGHT (S.).
 SN1707'
 SN1707'STATION MARK IS 120 FT S. OF CENTER OF HWY., 13 FT S., AND 12 FT E.
 SN1707'OF THE CENTER OF A RELAY MAST.  STAMPED ET HAZEN 1967.
 SN1707'
 SN1707'REFERENCE MARK NO. 1 IS NE. OF THE STATION, 38 FT N. AND 35 FT E. OF
 SN1707'THE RELAY MAST.  STAMPED HAZEN NO 1 1967.
 SN1707'
 SN1707'REFERENCE MARK NO. 2 IS AT CENTER OF RELAY MAST, SE. OF THE
 SN1707'STATION.  STAMPED HAZEN NO 2 1967.
 SN1707'
 SN1707'AZIMUTH MARK - NONE SET.
 SN1707'
 SN1707'REFERENCE AZIMUTH TO TOP OF CENTER OF AIRWAY BEACON APPROX. 5.0 MI
 SN1707'N. OF HAZEN.
 SN1707'
 SN1707'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED TO
 SN1707'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILES, 12 IN.
 SN1707'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1707
 SN1707                          STATION RECOVERY (2001)
 SN1707
 SN1707'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 SN1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4426 ***********************************************************************
 DH4426  DESIGNATION -  HAZEN DISCOVERY II
 DH4426  PID         -  DH4426
 DH4426  STATE/COUNTY-  ND/MERCER
 DH4426  USGS QUAD   -  HAZEN WEST (1968)
 DH4426
 DH4426                         *CURRENT SURVEY CONTROL
 DH4426  ___________________________________________________________________
 DH4426* NAD 83(1996)-  47 17 37.28427(N)    101 38 33.67569(W)     ADJUSTED  
 DH4426* NAVD 88     -       535.7    (meters)    1758.     (feet)  GPS OBS   
 DH4426  ___________________________________________________________________
 DH4426  X           -    -874,655.039 (meters)                     COMP
 DH4426  Y           -  -4,244,928.243 (meters)                     COMP
 DH4426  Z           -   4,664,350.436 (meters)                     COMP
 DH4426  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 DH4426  ELLIP HEIGHT-         516.14  (meters)          (06/27/05) GPS OBS
 DH4426  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 DH4426
 DH4426  HORZ ORDER  -  A
 DH4426  ELLP ORDER  -  FOURTH    CLASS I
 DH4426
 DH4426.The horizontal coordinates were established by GPS observations
 DH4426.and adjusted by the National Geodetic Survey in June 2005..
 DH4426
 DH4426.The orthometric height was determined by GPS observations and a
 DH4426.high-resolution geoid model.
 DH4426
 DH4426.Photographs are available for this station.
 DH4426
 DH4426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4426
 DH4426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4426
 DH4426.The ellipsoidal height was determined by GPS observations
 DH4426.and is referenced to NAD 83.
 DH4426
 DH4426.The geoid height was determined by GEOID03.
 DH4426
 DH4426;                    North         East     Units Scale Factor Converg.
 DH4426;SPC ND S     -   181,487.514   513,574.940   MT  0.99996794   -0 50 00.4
 DH4426;SPC ND S     -   595,431.48  1,684,957.15   iFT  0.99996794   -0 50 00.4
 DH4426;UTM  14      - 5,241,188.825   300,197.313   MT  1.00009064   -1 56 33.3
 DH4426
 DH4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4426!SPC ND S     -   0.99991910  x   0.99996794  =   0.99988705
 DH4426!UTM  14      -   0.99991910  x   1.00009064  =   1.00000974
 DH4426
 DH4426                          SUPERSEDED SURVEY CONTROL
 DH4426
 DH4426.No superseded survey control is available for this station.
 DH4426
 DH4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0019741189(NAD 83)
 DH4426_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4426_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4426+STABILITY: SURFACE MOTION
 DH4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4426+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4426
 DH4426  HISTORY     - Date     Condition        Report By
 DH4426  HISTORY     - 2004     MONUMENTED       NDSPLS
 DH4426
 DH4426                          STATION DESCRIPTION
 DH4426
 DH4426'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4426'THE STATION IS LOCATED IN HAZEN, AT THE WEST END OF MAIN STREET, IN A
 DH4426'RECREATIONAL  VEHICLE PARK.  OWNERSHIP--CITY OF HAZEN.
 DH4426' 
 DH4426'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND MAIN
 DH4426'STREET IN HAZEN,  GO WEST ON MAIN STREET FOR 1.0 MILE TO THE RV PARK
 DH4426'AND STATION ON LEFT.
 DH4426' 
 DH4426'THE STATION IS A 12-INCH BRASS CORPS OF DISCOVERY II COMMEMORATIVE
 DH4426'DISK SET IN THE TOP OF  A 24-INCH CONCRETE MONUMENT PROJECTING 2.3
 DH4426'FEET ABOVE GROUND.  THE CONCRETE  MONUMENT EXTENDS 8.5 FEET BELOW
 DH4426'GROUND AND REINFORCEMENT BARS OF ABOUT 8 FEET IN  LENGTH WITH CROSS
 DH4426'TIES SPACED AT EVERY 12 INCHES WERE PLACED IN THE CONCRETE  MONUMENT.
 DH4426'LOCATED ABOUT 33 FT NORTHEAST OF THE RV PARK COMFORT STATION.
 DH4426'NOTE--THERE  IS NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1710 ***********************************************************************
 SN1710  DESIGNATION -  HAZEN RELAY MAST
 SN1710  PID         -  SN1710
 SN1710  STATE/COUNTY-  ND/MERCER
 SN1710  USGS QUAD   -  HAZEN WEST (1968)
 SN1710
 SN1710                         *CURRENT SURVEY CONTROL
 SN1710  ___________________________________________________________________
 SN1710* NAD 83(1996)-  47 19 45.08290(N)    101 37 59.95320(W)     ADJUSTED  
 SN1710* NAVD 88     -                                                        
 SN1710  ___________________________________________________________________
 SN1710  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 SN1710  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SN1710
 SN1710  HORZ ORDER  -  THIRD
 SN1710
 SN1710.The horizontal coordinates were established by classical geodetic methods
 SN1710.and adjusted by the National Geodetic Survey in January 1998..
 SN1710
 SN1710
 SN1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1710
 SN1710.The geoid height was determined by GEOID03.
 SN1710
 SN1710;                    North         East     Units Scale Factor Converg.
 SN1710;SPC ND S     -   185,423.461   514,340.311   MT  0.99997310   -0 49 35.8
 SN1710;SPC ND S     -   608,344.69  1,687,468.21   iFT  0.99997310   -0 49 35.8
 SN1710;UTM  14      - 5,245,109.675   301,038.863   MT  1.00008651   -1 56 12.5
 SN1710
 SN1710                          SUPERSEDED SURVEY CONTROL
 SN1710
 SN1710  NAD 83(1986)-  47 19 45.08059(N)    101 37 59.94314(W) AD(       ) 4
 SN1710  NAD 27      -  47 19 45.06952(N)    101 37 58.34583(W) AD(       ) 3
 SN1710
 SN1710.Superseded values are not recommended for survey control.
 SN1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1710.See file dsdata.txt to determine how the superseded data were derived.
 SN1710
 SN1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0103945110(NAD 83)
 SN1710_MARKER: 41 = ANTENNA MAST
 SN1710
 SN1710  HISTORY     - Date     Condition        Report By
 SN1710  HISTORY     - 1967     FIRST OBSERVED   USGS
 SN1710
 SN1710                          STATION DESCRIPTION
 SN1710
 SN1710'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0960 ***********************************************************************
 RR0960  DESIGNATION -  HEART
 RR0960  PID         -  RR0960
 RR0960  STATE/COUNTY-  ND/GRANT
 RR0960  USGS QUAD   -  HEART BUTTE (1960)
 RR0960
 RR0960                         *CURRENT SURVEY CONTROL
 RR0960  ___________________________________________________________________
 RR0960* NAD 83(1996)-  46 40 12.05254(N)    101 52 27.78854(W)     ADJUSTED  
 RR0960* NAVD 88     -       765.0    (meters)    2510.     (feet)  VERTCON   
 RR0960  ___________________________________________________________________
 RR0960  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 RR0960  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 RR0960
 RR0960  HORZ ORDER  -  FIRST
 RR0960
 RR0960.The horizontal coordinates were established by classical geodetic methods
 RR0960.and adjusted by the National Geodetic Survey in January 1998..
 RR0960
 RR0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0960
 RR0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0960
 RR0960.The geoid height was determined by GEOID03.
 RR0960
 RR0960;                    North         East     Units Scale Factor Converg.
 RR0960;SPC ND S     -   112,448.452   494,839.578   MT  0.99993996   -1 00 08.8
 RR0960;SPC ND S     -   368,925.37  1,623,489.43   iFT  0.99993996   -1 00 08.8
 RR0960;UTM  14      - 5,172,508.418   280,136.670   MT  1.00019421   -2 05 30.1
 RR0960
 RR0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0960!SPC ND S     -   0.99988313  x   0.99993996  =   0.99982310
 RR0960!UTM  14      -   0.99988313  x   1.00019421  =   1.00007732
 RR0960
 RR0960:                Primary Azimuth Mark                     Grid Az
 RR0960:SPC ND S     -  HEART AZ MK                              056 52 18.5
 RR0960:UTM  14      -  HEART AZ MK                              057 57 39.8
 RR0960
 RR0960|---------------------------------------------------------------------|
 RR0960| PID    Reference Object                     Distance      Geod. Az  |
 RR0960|                                                           dddmmss.s |
 RR0960| CQ7801 HEART AZ MK                                        0555209.7 |
 RR0960| CQ7802 HEART AZ MK RESET                                  0563548.8 |
 RR0960| RR0961 ST JOSEPH CHURCH                    APPROX. 9.3 KM 0973456.8 |
 RR0960| CQ7803 HEART RM 1                            6.358 METERS 18455     |
 RR0960| CQ7804 HEART RM 2                            9.015 METERS 33130     |
 RR0960|---------------------------------------------------------------------|
 RR0960
 RR0960                          SUPERSEDED SURVEY CONTROL
 RR0960
 RR0960  NAD 83(1986)-  46 40 12.04573(N)    101 52 27.78097(W) AD(       ) 1
 RR0960  NAD 27      -  46 40 12.02400(N)    101 52 26.22800(W) AD(       ) 1
 RR0960  NGVD 29 (07/19/86)  764.5    (m)         2508.     (f) VERT ANG       
 RR0960
 RR0960.Superseded values are not recommended for survey control.
 RR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0960.See file dsdata.txt to determine how the superseded data were derived.
 RR0960
 RR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8013772508(NAD 83)
 RR0960_MARKER: DS = TRIANGULATION STATION DISK
 RR0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0960_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0960
 RR0960  HISTORY     - Date     Condition        Report By
 RR0960  HISTORY     - 1951     MONUMENTED       CGS
 RR0960  HISTORY     - 1951     GOOD             USGS
 RR0960  HISTORY     - 1958     GOOD             CGS
 RR0960  HISTORY     - 1959     GOOD             CGS
 RR0960
 RR0960                          STATION DESCRIPTION
 RR0960
 RR0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0960'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF GLEN ULLIN,
 RR0960'ABOUT 0.3 MILE WEST OF STATE HIGHWAY NO. 49, ON THE SUMMIT
 RR0960'AND NEAR THE SOUTHEAST EDGE OF HEART BUTTE, 30 FEET NORTH OF
 RR0960'THE SOUTH EDGE OF THE BUTTE, 25 FEET EAST OF THE WEST EDGE,
 RR0960'AND 3 FEET WEST OF THE EAST EDGE.
 RR0960'
 RR0960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 RR0960'10 AND STATE HIGHWAY NO. 49 NEAR THE SOUTHWEST EDGE OF GLEN
 RR0960'ULLIN, GO SOUTH ON NO. 49 FOR 10.25 MILES TO THE AZIMUTH MARK
 RR0960'ON THE RIGHT AS DESCRIBED.  TURN RIGHT THROUGH A WIRE
 RR0960'GATE, SOUTHWEST ACROSS A FIELD FOR ABOUT 0.35 MILE TO THE FOOT
 RR0960'OF THE BUTTE.  PACK TO THE TOP OF THE BUTTE AND THE STATION
 RR0960'AS DESCRIBED.  10 MINUTE PACK.
 RR0960'
 RR0960'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 RR0960'STAMPED HEART 1951.
 RR0960'
 RR0960'REFERENCE MARK NO. 1 IS 10 FEET NORTH OF THE SOUTH EDGE OF
 RR0960'THE BUTTE.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 RR0960'HEART NO 1 1951.
 RR0960'
 RR0960'REFERENCE MARK NO. 2 IS 5 FEET EAST OF THE WEST EDGE OF THE
 RR0960'BUTTE.  IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 RR0960'HEART NO 2 1951.
 RR0960'
 RR0960'THE AZIMUTH MARK IS 80 FEET SOUTHWEST OF THE CENTER OF AN
 RR0960'INTERSECTION OF A GRADED DIRT ROAD WITH STATE HIGHWAY NO.
 RR0960'49, 34 FEET SOUTH OF THE NORTH GATE POST OF A WIRE GATE AT A
 RR0960'FENCE CORNER, AND 1 FOOT WEST OF THE WIRE FENCE.  IT PROJECTS
 RR0960'4 INCHES, AND THE DISK IS STAMPED HEART 1951.
 RR0960'
 RR0960'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 RR0960'10-INCH CONCRETE CYLINDER.  THE REFERENCE MARKS ARE STANDARD
 RR0960'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.  THE AZIMUTH
 RR0960'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH CONCRETE
 RR0960'CYLINDER.
 RR0960
 RR0960                          STATION RECOVERY (1951)
 RR0960
 RR0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0960'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0960
 RR0960                          STATION RECOVERY (1958)
 RR0960
 RR0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RR0960'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 RR0960'AZIMUTH MARK, WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 RR0960'WAS DESTROYED WHEN STATE HIGHWAY 49 WAS WIDENED.
 RR0960'
 RR0960'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GLEN ULLIN
 RR0960'IS ADEQUATE.
 RR0960
 RR0960                          STATION RECOVERY (1959)
 RR0960
 RR0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0960'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 RR0960'AZIMUTH MARK, FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 RR0960'NOT FOUND AND HAD EVIDENTLY BEEN DESTROYED BY HIGHWAY IMPROVEMENT.
 RR0960'
 RR0960'A NEW AZIMUTH MARK WAS ESTABLISHED NEAR THE ORIGINAL SITE.  IT
 RR0960'IS IN THE SOUTHWEST ANGLE OF CROSSROADS, 143 FEET SOUTH OF THE
 RR0960'CENTERLINE OF THE EAST-WEST ROAD, 104 FEET WEST OF THE CENTERLINE
 RR0960'OF STATE HIGHWAY 49, 2 FEET SOUTH OF A WHITE WITNESS POST
 RR0960'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  MARK PROJECTS
 RR0960'ABOUT 3 INCHES AND THE DISK IS STAMPED HEART 1951 RESET 1959.
 RR0960'
 RR0960'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1197 ***********************************************************************
 SM1197  DESIGNATION -  HEATON MONARCH ELEV CO ELEV
 SM1197  PID         -  SM1197
 SM1197  STATE/COUNTY-  ND/WELLS
 SM1197  USGS QUAD   -  HEATON (1986)
 SM1197
 SM1197                         *CURRENT SURVEY CONTROL
 SM1197  ___________________________________________________________________
 SM1197* NAD 83(1996)-  47 28 36.30390(N)    099 32 53.87743(W)     ADJUSTED  
 SM1197* NAVD 88     -                                                        
 SM1197  ___________________________________________________________________
 SM1197  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 SM1197  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 SM1197
 SM1197  HORZ ORDER  -  THIRD
 SM1197
 SM1197.The horizontal coordinates were established by classical geodetic methods
 SM1197.and adjusted by the National Geodetic Survey in January 1998..
 SM1197
 SM1197
 SM1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1197
 SM1197.The geoid height was determined by GEOID03.
 SM1197
 SM1197;                    North         East     Units Scale Factor Converg.
 SM1197;SPC ND N     -    53,448.849   671,733.757   MT  0.99999175   +0 42 29.5
 SM1197;SPC ND N     -   175,357.12  2,203,850.91   iFT  0.99999175   +0 42 29.5
 SM1197;UTM  14      - 5,258,291.631   458,687.527   MT  0.99962097   -0 24 14.8
 SM1197
 SM1197                          SUPERSEDED SURVEY CONTROL
 SM1197
 SM1197  NAD 83(1986)-  47 28 36.30868(N)    099 32 53.87570(W) AD(       ) 4
 SM1197  NAD 27      -  47 28 36.30900(N)    099 32 52.44500(W) AD(       ) 3
 SM1197
 SM1197.Superseded values are not recommended for survey control.
 SM1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1197.See file dsdata.txt to determine how the superseded data were derived.
 SM1197
 SM1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT5868858292(NAD 83)
 SM1197
 SM1197  HISTORY     - Date     Condition        Report By
 SM1197  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1197  HISTORY     - 1960     GOOD             CGS
 SM1197
 SM1197                          STATION DESCRIPTION
 SM1197
 SM1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1197'THIS INTERSECTION STATION IS LOCATED IN THE VILLAGE OF HEATON,
 SM1197'ABOUT 60 FEET S OF THE NORTHERN PACIFIC RAILROAD.  IT IS OF
 SM1197'WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 75 FEET HIGH.
 SM1197'
 SM1197'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
 SM1197
 SM1197                          STATION RECOVERY (1960)
 SM1197
 SM1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1197'THIS INTERSECTION STATION WAS RECOVERED AND THE FOLLOWING
 SM1197'CHANGES SHOULD BE NOTED.
 SM1197'
 SM1197'THIS ELEVATION IS NOW OWNED BY THE PEAVY ELEVATOR CO. AND IT
 SM1197'IS THE EAST ONE OF TWO ELEVATORS IN THE VILLAGE OF HEATON.
 SM1197'IT IS COVERED WITH SHEET METAL SIDING AND IS SILVER COLORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0375 ***********************************************************************
 RS0375  DESIGNATION -  HEBRON MUNICIPAL TANK
 RS0375  PID         -  RS0375
 RS0375  STATE/COUNTY-  ND/MORTON
 RS0375  USGS QUAD   -  HEBRON (1973)
 RS0375
 RS0375                         *CURRENT SURVEY CONTROL
 RS0375  ___________________________________________________________________
 RS0375* NAD 83(1996)-  46 54 26.28639(N)    102 02 40.56608(W)     ADJUSTED  
 RS0375* NAVD 88     -                                                        
 RS0375  ___________________________________________________________________
 RS0375  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 RS0375  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 RS0375
 RS0375  HORZ ORDER  -  THIRD
 RS0375
 RS0375.The horizontal coordinates were established by classical geodetic methods
 RS0375.and adjusted by the National Geodetic Survey in January 1998..
 RS0375
 RS0375
 RS0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0375
 RS0375.The geoid height was determined by GEOID03.
 RS0375
 RS0375;                    North         East     Units Scale Factor Converg.
 RS0375;SPC ND S     -   139,062.103   482,335.787   MT  0.99993665   -1 07 35.8
 RS0375;SPC ND S     -   456,240.50  1,582,466.49   iFT  0.99993665   -1 07 35.8
 RS0375;UTM  13      - 5,199,103.650   725,067.633   MT  1.00022264   +2 09 32.7
 RS0375;UTM  14      - 5,199,363.618   268,139.521   MT  1.00026079   -2 13 27.5
 RS0375
 RS0375                          SUPERSEDED SURVEY CONTROL
 RS0375
 RS0375  NAD 83(1986)-  46 54 26.28101(N)    102 02 40.55692(W) AD(       ) 4
 RS0375  NAD 27      -  46 54 26.26100(N)    102 02 38.97100(W) AD(       ) 3
 RS0375
 RS0375.Superseded values are not recommended for survey control.
 RS0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0375.See file dsdata.txt to determine how the superseded data were derived.
 RS0375
 RS0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM2506899104(NAD 83)
 RS0375_MARKER: 53 = ELEVATED TANK
 RS0375
 RS0375  HISTORY     - Date     Condition        Report By
 RS0375  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0375  HISTORY     - 1968     GOOD             CGS
 RS0375
 RS0375                          STATION DESCRIPTION
 RS0375
 RS0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0375'STATION IS LOCATED IN THE NORTH SECTION OF HEBRON, ON A
 RS0375'HIGH, PROMINENT KNOLL WHICH IS THE HIGHEST POINT IN THE
 RS0375'VICINITY.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR STEEL
 RS0375'LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND ON THE
 RS0375'SOUTH SIDE OF THE TANK IN LARGE BLACK LETTERS IS THE TOWNS
 RS0375'NAME.  THE HEIGHT IS 138.4 FEET AND THE POINT OBSERVED ON
 RS0375'WAS THE APEX OF THE ROOF.
 RS0375
 RS0375                          STATION RECOVERY (1968)
 RS0375
 RS0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RS0375'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0979 ***********************************************************************
 RR0979  DESIGNATION -  HEBRON NORTH BASE
 RR0979  PID         -  RR0979
 RR0979  STATE/COUNTY-  ND/MORTON
 RR0979  USGS QUAD   -  GLEN ULLIN NW (1970)
 RR0979
 RR0979                         *CURRENT SURVEY CONTROL
 RR0979  ___________________________________________________________________
 RR0979* NAD 83(1996)-  46 56 04.54651(N)    101 59 29.63002(W)     ADJUSTED  
 RR0979* NAVD 88     -       712.7    (meters)    2338.     (feet)  VERTCON   
 RR0979  ___________________________________________________________________
 RR0979  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 RR0979  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 RR0979
 RR0979  HORZ ORDER  -  FIRST
 RR0979
 RR0979.The horizontal coordinates were established by classical geodetic methods
 RR0979.and adjusted by the National Geodetic Survey in January 1998..
 RR0979
 RR0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0979
 RR0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0979
 RR0979.The geoid height was determined by GEOID03.
 RR0979
 RR0979;                    North         East     Units Scale Factor Converg.
 RR0979;SPC ND S     -   142,017.592   486,433.198   MT  0.99993737   -1 05 16.5
 RR0979;SPC ND S     -   465,936.98  1,595,909.44   iFT  0.99993737   -1 05 16.5
 RR0979;UTM  14      - 5,202,240.935   272,294.118   MT  1.00023732   -2 11 11.4
 RR0979;UTM  13      - 5,202,290.103   728,990.049   MT  1.00024453   +2 11 55.8
 RR0979
 RR0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0979!SPC ND S     -   0.99989127  x   0.99993737  =   0.99982865
 RR0979!UTM  14      -   0.99989127  x   1.00023732  =   1.00012856
 RR0979!UTM  13      -   0.99989127  x   1.00024453  =   1.00013577
 RR0979
 RR0979|---------------------------------------------------------------------|
 RR0979| PID    Reference Object                     Distance      Geod. Az  |
 RR0979|                                                           dddmmss.s |
 RR0979| CQ7806 HEBRON NORTH BASE RM 1               10.439 METERS 11028     |
 RR0979| CQ7805 HEBRON NORTH BASE AZ MK                            1811500.5 |
 RR0979| RS0374 HEBRON ST JOHNS EVAN CHURCH         APPROX. 5.4 KM 2304044.0 |
 RR0979| RS0375 HEBRON MUNICIPAL TANK               APPROX. 5.1 KM 2330632.2 |
 RR0979| CQ7807 HEBRON NORTH BASE RM 2               11.979 METERS 28645     |
 RR0979|---------------------------------------------------------------------|
 RR0979
 RR0979                          SUPERSEDED SURVEY CONTROL
 RR0979
 RR0979  NAD 83(1986)-  46 56 04.54101(N)    101 59 29.62188(W) AD(       ) 1
 RR0979  NAD 27      -  46 56 04.52100(N)    101 59 28.04300(W) AD(       ) 1
 RR0979  NGVD 29 (07/19/86)  712.3    (m)         2337.     (f) VERT ANG       
 RR0979
 RR0979.Superseded values are not recommended for survey control.
 RR0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0979.See file dsdata.txt to determine how the superseded data were derived.
 RR0979
 RR0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT7229402241(NAD 83)
 RR0979_MARKER: DS = TRIANGULATION STATION DISK
 RR0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0979
 RR0979  HISTORY     - Date     Condition        Report By
 RR0979  HISTORY     - 1951     MONUMENTED       CGS
 RR0979  HISTORY     - 1952     GOOD             CGS
 RR0979  HISTORY     - 1956     GOOD             CGS
 RR0979  HISTORY     - 1967     SEE DESCRIPTION  USGS
 RR0979  HISTORY     - 1968     SEE DESCRIPTION  CGS
 RR0979
 RR0979                          STATION DESCRIPTION
 RR0979
 RR0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0979'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST AND 2-1/4 MILES
 RR0979'NORTH OF HEBRON, ON A SMALL KNOLL, ABOUT 1/4 MILE EAST OF THE
 RR0979'HOME OF J.F. ELMER WHO OWNS THE LAND.  IT IS 150 FEET WEST OF
 RR0979'THE CENTER OF A ROAD AND 24 FEET EAST OF A TELEPHONE LINE.
 RR0979'
 RR0979'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON.  GO EAST
 RR0979'ON MAIN STREET 0.25 MILE TO A CROSS STREET.  TURN LEFT, CROSS
 RR0979'A RAILROAD TRACK AND GO NORTH 0.35 MILE TO A T-INTERSECTION.
 RR0979'TURN RIGHT AND GO EAST 0.85 MILE TO A FORK.  CONTINUE EAST
 RR0979'FOR 1.65 MILES TO A CROSSROADS.  TURN LEFT AND GO NORTH FOR 1.65
 RR0979'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH 0.4
 RR0979'MILE TO THE STATION ON THE LEFT.
 RR0979'
 RR0979'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0979'HEBRON NORTH BASE 1951.
 RR0979'
 RR0979'REFERENCE MARK NO. 1 IS 51 FEET WEST OF A FENCE.  THE MARK
 RR0979'PROJECTS 10 INCHES AND THE DISK IS STAMPED HEBRON NORTH BASE
 RR0979'NO 1 1951.
 RR0979'
 RR0979'REFERENCE MARK NO. 2 IS 14 FEET WEST OF A TELEPHONE LINE.  THE
 RR0979'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED HEBRON NORTH BASE
 RR0979'NO 2 1951.
 RR0979'
 RR0979'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF THE ROAD AND
 RR0979'2 FEET WEST OF A FENCE.  THE MARK PROJECTS 7 INCHES AND THE
 RR0979'DISK IS STAMPED HEBRON NORTH BASE 1951.
 RR0979'
 RR0979'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0979'CYLINDERS.
 RR0979
 RR0979                          STATION RECOVERY (1952)
 RR0979
 RR0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 RR0979'THE STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE FOUND
 RR0979'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0979
 RR0979                          STATION RECOVERY (1956)
 RR0979
 RR0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0979'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0979'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0979
 RR0979                          STATION RECOVERY (1967)
 RR0979
 RR0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0979'ALL MARKS HAVE BEEN DESTROYED BY NEW ROAD CONSTRUCTION.  THIS
 RR0979'INCLUDES THE MAIN STATION, BOTH REFERENCE MARKS AND THE AZIMUTH
 RR0979'MARK.  THE POSTS WERE FOUND LYING IN THE GRASS ALONG THE
 RR0979'RIGHT-OF-WAY.
 RR0979'
 RR0979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HEBRON,
 RR0979'2-1/2 MILES E AND 2-1/4 MILES NORTH OF
 RR0979
 RR0979                          STATION RECOVERY (1968)
 RR0979
 RR0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RR0979'STATION MARK, BOTH REFERENCE MARKS AND AZIMUTH MARK WAS FOUND
 RR0979'DESTROYED BY ROAD CONSTRUCTION.  ABOUT A TWENTY FOOT CUT WAS
 RR0979'MADE THRU THE TOP OF THE KNOLL WHERE THE STATION MARK SHOULD
 RR0979'HAVE BEEN.  MEASUREMENTS FROM THE EXISTING LAND MARK WHICH WAS
 RR0979'THE OLD ROAD BED, MAKES THE LOCATION OF THE STATION MARK FALL
 RR0979'WELL DOWN ON THE BACK SLOPE OF THE NEW ROAD AND IT IS APPARENT
 RR0979'THAT THE SUB-SURFACE MARK WAS DESTROYED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0978 ***********************************************************************
 RR0978  DESIGNATION -  HEBRON SOUTH BASE
 RR0978  PID         -  RR0978
 RR0978  STATE/COUNTY-  ND/MORTON
 RR0978  USGS QUAD   -  GLEN ULLIN SW (1970)
 RR0978
 RR0978                         *CURRENT SURVEY CONTROL
 RR0978  ___________________________________________________________________
 RR0978* NAD 83(1996)-  46 49 34.44994(N)    101 59 27.00601(W)     ADJUSTED  
 RR0978* NAVD 88     -       743.2    (meters)    2438.     (feet)  VERTCON   
 RR0978  ___________________________________________________________________
 RR0978  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 RR0978  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 RR0978
 RR0978  HORZ ORDER  -  FIRST
 RR0978
 RR0978.The horizontal coordinates were established by classical geodetic methods
 RR0978.and adjusted by the National Geodetic Survey in January 1998..
 RR0978
 RR0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0978
 RR0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0978
 RR0978.The geoid height was determined by GEOID03.
 RR0978
 RR0978;                    North         East     Units Scale Factor Converg.
 RR0978;SPC ND S     -   129,973.238   486,260.098   MT  0.99993586   -1 05 14.6
 RR0978;SPC ND S     -   426,421.38  1,595,341.53   iFT  0.99993586   -1 05 14.6
 RR0978;UTM  14      - 5,190,198.462   271,890.411   MT  1.00023960   -2 10 55.6
 RR0978;UTM  13      - 5,190,251.892   729,507.528   MT  1.00024746   +2 11 43.7
 RR0978
 RR0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0978!SPC ND S     -   0.99988650  x   0.99993586  =   0.99982237
 RR0978!UTM  14      -   0.99988650  x   1.00023960  =   1.00012607
 RR0978!UTM  13      -   0.99988650  x   1.00024746  =   1.00013393
 RR0978
 RR0978|---------------------------------------------------------------------|
 RR0978| PID    Reference Object                     Distance      Geod. Az  |
 RR0978|                                                           dddmmss.s |
 RR0978| CQ7809 HEBRON SOUTH BASE RM 1               14.675 METERS 08340     |
 RR0978| CQ7810 HEBRON SOUTH BASE RM 2               13.141 METERS 27709     |
 RR0978| RS0375 HEBRON MUNICIPAL TANK               APPROX. 9.9 KM 3353333.5 |
 RR0978| CQ7811 HEBRON SOUTH BASE AZ MK                            3561157.2 |
 RR0978| CQ7808 HEBRON SOUTH BASE AZ MK 2                          3571933.0 |
 RR0978|---------------------------------------------------------------------|
 RR0978
 RR0978                          SUPERSEDED SURVEY CONTROL
 RR0978
 RR0978  NAD 83(1986)-  46 49 34.44435(N)    101 59 26.99810(W) AD(       ) 1
 RR0978  NAD 27      -  46 49 34.42300(N)    101 59 25.41800(W) AD(       ) 1
 RR0978  NGVD 29 (07/19/86)  742.7    (m)         2437.     (f) VERT ANG       
 RR0978
 RR0978.Superseded values are not recommended for survey control.
 RR0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0978.See file dsdata.txt to determine how the superseded data were derived.
 RR0978
 RR0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7189090198(NAD 83)
 RR0978_MARKER: DS = TRIANGULATION STATION DISK
 RR0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0978
 RR0978  HISTORY     - Date     Condition        Report By
 RR0978  HISTORY     - 1951     MONUMENTED       CGS
 RR0978  HISTORY     - 1967     GOOD             USGS
 RR0978  HISTORY     - 1968     GOOD             CGS
 RR0978
 RR0978                          STATION DESCRIPTION
 RR0978
 RR0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0978'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF
 RR0978'HEBRON, ON LAND OWNED BY MR. ROLAND HOERAUF.
 RR0978'
 RR0978'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON GO EAST
 RR0978'ON THE MAIN STREET FOR 1.1 MILES TO INTERSECTION WITH U.S.
 RR0978'HIGHWAY NO. 10.  CONTINUE EAST ON U.S. HIGHWAY NO. 10 FOR 1.75
 RR0978'MILES TO A CROSSROAD.  THEN RIGHT, SOUTH, FOR 3.95 MILES TO THE
 RR0978'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.35
 RR0978'MILE TO A T-INTERSECTION AND THE STATION ON THE LEFT AS
 RR0978'DESCRIBED.
 RR0978'
 RR0978'THE STATION MARK IS 160 FEET EAST-SOUTHEAST OF THE T-INTERSECTION,
 RR0978'38 FEET EAST OF A WITNESS POST, 36 FEET SOUTH OF A GRAVELED
 RR0978'ROAD, 12 FEET NORTH OF A TRACK ROAD, AND 6 FEET SOUTH OF A WIRE
 RR0978'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HEBRON
 RR0978'SOUTH BASE 1951.
 RR0978'
 RR0978'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE GRAVELED ROAD, 8
 RR0978'FEET NORTH OF THE TRACK ROAD, AND 1 FOOT SOUTH OF THE WIRE FENCE.
 RR0978'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED HEBRON SOUTH
 RR0978'BASE NO 1 1951.
 RR0978'
 RR0978'REFERENCE MARK NO. 2 IS 80 FEET EAST OF A FENCE CORNER, 30 FEET
 RR0978'SOUTH OF THE GRAVELED ROAD, 5 FEET WEST OF THE WITNESS POST,
 RR0978'AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 RR0978'AND THE DISK IS STAMPED HEBRON SOUTH BASE NO 2 1951.
 RR0978'
 RR0978'THE AZIMUTH MARK IS 0.15 MILE SOUTH OF A SCHOOLHOUSE, 34 FEET
 RR0978'EAST OF A GRAVELED ROAD, AND 1 FOOT EAST OF A WIRE FENCE.  THE
 RR0978'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HEBRON SOUTH
 RR0978'BASE 1951.
 RR0978'
 RR0978'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12 INCH CONCRETE
 RR0978'CYLINDERS.
 RR0978
 RR0978                          STATION RECOVERY (1967)
 RR0978
 RR0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0978'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  NEW ROAD
 RR0978'DITCHES HAVE WIDENED THE ROW PAST THE 34 FEET E DESCRIPTION.
 RR0978'THE ORIGINAL DESCRIPTION FOR THE REMAINING MARKS IS ADEQUATE.
 RR0978
 RR0978                          STATION RECOVERY (1968)
 RR0978
 RR0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RR0978'STATION MARK, REFERENCE MARKS NO 1 AND 2 RECOVERED AS DESCRIBED
 RR0978'IN 1951 DESCRIPTIONS AND FOUND IN GOOD CONDITION.  AZIMUTH
 RR0978'MARK WAS SEARCHED FOR BUT NOT FOUND AND APPEARS TO BE DESTROYED
 RR0978'BY GRADER OPERATIONS.  THE SCHOOLHOUSE MENTIONED IN THE ORIGINAL
 RR0978'DESCRIPTION IS NO LONGER THERE.  A NEW AZIMUTH MARK WAS SET 0.8
 RR0978'MILE NORTH OF STATION, 35 FEET WEST OF THE CENTERLINE OF
 RR0978'NORTH-SOUTH ROAD, 1 FOOT SOUTH OF TELEPHONE POLE, 1 FOOT NORTH
 RR0978'OF WITNESS POST AND 0.5 FOOT EAST OF FENCE.  THE MARK PROJECTS
 RR0978'6 INCHES.  THE DISK IS STAMPED HEBRON SOUTH BASE
 RR0978'1951 1968.
 RR0978'
 RR0978'STATION, A STANDARD DISK, SET IN A ROUND CONCRETE POST AND
 RR0978'STAMPED HEBRON SOUTH BASE 1951, IS 145 FEET EAST OF NORTH-SOUTH
 RR0978'ROAD, 109 FEET EAST-SOUTHEAST OF FENCE CORNER, 36 FEET
 RR0978'SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 6 FEET SOUTH OF
 RR0978'EAST-WEST FENCE AND 6-1/2 FEET SOUTH OF WITNESS POST.  THE
 RR0978'MARK PROJECTS 4 INCHES.
 RR0978'
 RR0978'REFERENCE MARK NO. 1, A STANDARD DISK, SET IN THE TOP OF A ROUND
 RR0978'CONCRETE POST AND STAMPED HEBRON SOUTH BASE NO 1 1951, IS
 RR0978'157 FEET EAST OF FENCE CORNER, 193 FEET EAST OF CENTERLINE OF
 RR0978'NORTH-SOUTH ROAD, 32 FEET SOUTH OF EAST-WEST ROAD AND 1 FOOT
 RR0978'SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES.
 RR0978'
 RR0978'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 RR0978'CONCRETE POST AND STAMPED HEBRON SOUTH BASE NO 2 1951, IS 102
 RR0978'FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 66 FEET EAST
 RR0978'OF FENCE CORNER, 32 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD
 RR0978'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES.
 RR0978'
 RR0978'THE 1951 TO REACH DESCRIPTION IS ADEQUATE FOR RECOVERY.
 RR0978'
 RR0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 RR0978'SOUTH-SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0374 ***********************************************************************
 RS0374  DESIGNATION -  HEBRON ST JOHNS EVAN CHURCH
 RS0374  PID         -  RS0374
 RS0374  STATE/COUNTY-  ND/MORTON
 RS0374  USGS QUAD   -  HEBRON (1973)
 RS0374
 RS0374                         *CURRENT SURVEY CONTROL
 RS0374  ___________________________________________________________________
 RS0374* NAD 83(1996)-  46 54 12.72480(N)    102 02 48.72950(W)     ADJUSTED  
 RS0374* NAVD 88     -                                                        
 RS0374  ___________________________________________________________________
 RS0374  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 RS0374  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 RS0374
 RS0374  HORZ ORDER  -  THIRD
 RS0374
 RS0374.The horizontal coordinates were established by classical geodetic methods
 RS0374.and adjusted by the National Geodetic Survey in January 1998..
 RS0374
 RS0374
 RS0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0374
 RS0374.The geoid height was determined by GEOID03.
 RS0374
 RS0374;                    North         East     Units Scale Factor Converg.
 RS0374;SPC ND S     -   138,646.824   482,154.822   MT  0.99993657   -1 07 41.7
 RS0374;SPC ND S     -   454,878.03  1,581,872.78   iFT  0.99993657   -1 07 41.7
 RS0374;UTM  13      - 5,198,678.560   724,910.721   MT  1.00022177   +2 09 26.2
 RS0374;UTM  14      - 5,198,951.748   267,950.573   MT  1.00026187   -2 13 33.0
 RS0374
 RS0374                          SUPERSEDED SURVEY CONTROL
 RS0374
 RS0374  NAD 83(1986)-  46 54 12.71943(N)    102 02 48.72034(W) AD(       ) 4
 RS0374  NAD 27      -  46 54 12.69900(N)    102 02 47.13400(W) AD(       ) 3
 RS0374
 RS0374.Superseded values are not recommended for survey control.
 RS0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0374.See file dsdata.txt to determine how the superseded data were derived.
 RS0374
 RS0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM2491198679(NAD 83)
 RS0374_MARKER: 90 = CHURCH SPIRE
 RS0374
 RS0374  HISTORY     - Date     Condition        Report By
 RS0374  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0374
 RS0374                          STATION DESCRIPTION
 RS0374
 RS0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0374'STATION IS LOCATED IN THE NORTH SECTION OF HEBRON, AND ABOUT
 RS0374'100 FEET NORTH OF THE CENTER OF A GRAVELED STREET.  IT IS A
 RS0374'TAN BRICK STRUCTURE HAVING A GREEN SHINGLED SPIRE AT THE
 RS0374'NORTH END.  AT THE TOP OF THE SPIRE IS A SILVER COLORED
 RS0374'FINIAL.  THE HEIGHT IS 118.5 FEET AND THE POINT OBSERVED ON
 RS0374'WAS THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1113 ***********************************************************************
 RP1113  DESIGNATION -  HECTOR AIRPORT I L S LOCALIZER
 RP1113  PID         -  RP1113
 RP1113  STATE/COUNTY-  ND/CASS
 RP1113  USGS QUAD   -  FARGO NORTH (1993)
 RP1113
 RP1113                         *CURRENT SURVEY CONTROL
 RP1113  ___________________________________________________________________
 RP1113* NAD 83(1996)-  46 55 57.81692(N)    096 48 58.34376(W)     ADJUSTED  
 RP1113* NAVD 88     -                                                        
 RP1113  ___________________________________________________________________
 RP1113  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 RP1113  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 RP1113
 RP1113  HORZ ORDER  -  THIRD
 RP1113
 RP1113.The horizontal coordinates were established by classical geodetic methods
 RP1113.and adjusted by the National Geodetic Survey in January 1998..
 RP1113
 RP1113
 RP1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1113
 RP1113.The geoid height was determined by GEOID03.
 RP1113
 RP1113;                    North         East     Units Scale Factor Converg.
 RP1113;SPC ND S     -   147,307.608   880,405.670   MT  0.99993731   +2 41 12.8
 RP1113;SPC ND S     -   483,292.68  2,888,470.05   iFT  0.99993731   +2 41 12.8
 RP1113;SPC MN C     -   317,987.045   604,618.536   MT  0.99997648   -1 51 22.9
 RP1113;UTM  14      - 5,200,003.182   666,229.761   MT  0.99993963   +1 35 44.7
 RP1113
 RP1113                          SUPERSEDED SURVEY CONTROL
 RP1113
 RP1113  NAD 83(1986)-  46 55 57.81617(N)    096 48 58.33523(W) AD(       ) 4
 RP1113  NAD 27      -  46 55 57.94400(N)    096 48 57.04400(W) AD(       ) 3
 RP1113
 RP1113.Superseded values are not recommended for survey control.
 RP1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1113.See file dsdata.txt to determine how the superseded data were derived.
 RP1113
 RP1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6623000003(NAD 83)
 RP1113
 RP1113  HISTORY     - Date     Condition        Report By
 RP1113  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1113  HISTORY     - 1957     GOOD             CGS
 RP1113  HISTORY     - 1975     SEE DESCRIPTION  NGS
 RP1113
 RP1113                          STATION DESCRIPTION
 RP1113
 RP1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1113'THE STATION IS THE CENTER OF THE ELEVATED, WOODEN BUILDING
 RP1113'LOCATED ABOUT 1 MILE NORTH OF HECTOR AIRPORT.  THE BUILDING
 RP1113'IS PAINTED RED AND WHITE, IS ELEVATED BY A SKELETON FRAMEWORK
 RP1113'AND IS ABOUT 200 FEET EAST OF A METAL TRANSMITTER BUILDING.
 RP1113
 RP1113                          STATION RECOVERY (1957)
 RP1113
 RP1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 RP1113'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP1113
 RP1113                          STATION RECOVERY (1975)
 RP1113
 RP1113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DMF)
 RP1113'DESTROYED.  THE STATION HAS BEEN REMOVED AND REPLACED BY ANOTHER
 RP1113'LOCALIZER.
 RP1113'
 RP1113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1113'AT HECTOR AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1601 ***********************************************************************
 TF1601  DESIGNATION -  HEDBERG
 TF1601  PID         -  TF1601
 TF1601  STATE/COUNTY-  ND/RENVILLE
 TF1601  USGS QUAD   -  GRANO SW (1949)
 TF1601
 TF1601                         *CURRENT SURVEY CONTROL
 TF1601  ___________________________________________________________________
 TF1601* NAD 83(1996)-  48 36 10.29544(N)    101 42 45.50587(W)     ADJUSTED  
 TF1601* NAVD 88     -       560.598  (meters)    1839.23   (feet)  ADJUSTED  
 TF1601  ___________________________________________________________________
 TF1601  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 TF1601  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 TF1601  DYNAMIC HT  -         560.706 (meters)    1839.58  (feet)  COMP
 TF1601  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TF1601
 TF1601  HORZ ORDER  -  SECOND
 TF1601  VERT ORDER  -  SECOND    CLASS 0
 TF1601
 TF1601.The horizontal coordinates were established by classical geodetic methods
 TF1601.and adjusted by the National Geodetic Survey in January 1998..
 TF1601
 TF1601.The orthometric height was determined by differential leveling
 TF1601.and adjusted by the National Geodetic Survey in June 1991..
 TF1601
 TF1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1601
 TF1601.The geoid height was determined by GEOID03.
 TF1601
 TF1601.The dynamic height is computed by dividing the NAVD 88
 TF1601.geopotential number by the normal gravity value computed on the
 TF1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1601.degrees latitude (g = 980.6199 gals.).
 TF1601
 TF1601.The modeled gravity was interpolated from observed gravity values.
 TF1601
 TF1601;                    North         East     Units Scale Factor Converg.
 TF1601;SPC ND N     -   178,917.027   510,571.385   MT  0.99997675   -0 54 08.5
 TF1601;SPC ND N     -   586,998.12  1,675,102.97   iFT  0.99997675   -0 54 08.5
 TF1601;UTM  14      - 5,386,861.409   300,027.270   MT  1.00009133   -2 02 08.0
 TF1601
 TF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1601!SPC ND N     -   0.99991530  x   0.99997675  =   0.99989205
 TF1601!UTM  14      -   0.99991530  x   1.00009133  =   1.00000662
 TF1601
 TF1601|---------------------------------------------------------------------|
 TF1601| PID    Reference Object                     Distance      Geod. Az  |
 TF1601|                                                           dddmmss.s |
 TF1601| TF1998 HEDBERG RM 3                         18.042 METERS 00251     |
 TF1601| TF2238 SOURIS R TEL MST W OF MOHALL        APPROX.18.0 KM 0040909.6 |
 TF1601| TF2244 GREENE SOURIS R TEL MICRO MST       APPROX.10.6 KM 0230730.5 |
 TF1601| TF1600 HEDBERG RM 1                         26.811 METERS 04821     |
 TF1601| TF1602 HEDBERG RM 2                         30.724 METERS 14219     |
 TF1601| TF1603 HEDBERG AZ MK                                      1784521.7 |
 TF1601| AE3514 HEDBERG AZ MK 2                     APPROX. 0.6 KM 1800949.2 |
 TF1601| TF1996 HEDBERG RM 4                         18.764 METERS 18154     |
 TF1601|---------------------------------------------------------------------|
 TF1601
 TF1601                          SUPERSEDED SURVEY CONTROL
 TF1601
 TF1601  NAD 83(1986)-  48 36 10.29364(N)    101 42 45.50069(W) AD(       ) 2
 TF1601  NAD 27      -  48 36 10.21920(N)    101 42 43.92040(W) AD(       ) 2
 TF1601  NGVD 29 (??/??/92)  560.224  (m)         1838.00   (f) ADJ UNCH    2 0
 TF1601
 TF1601.Superseded values are not recommended for survey control.
 TF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1601.See file dsdata.txt to determine how the superseded data were derived.
 TF1601
 TF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0002786861(NAD 83)
 TF1601_MARKER: DS = TRIANGULATION STATION DISK
 TF1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1601_STAMPING: HEDBERG 1963
 TF1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1601+STABILITY: SURFACE MOTION
 TF1601
 TF1601  HISTORY     - Date     Condition        Report By
 TF1601  HISTORY     - 1963     MONUMENTED       CGS
 TF1601  HISTORY     - 1963     GOOD             CGS
 TF1601  HISTORY     - 1978     GOOD             NGS
 TF1601
 TF1601                          STATION DESCRIPTION
 TF1601
 TF1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF1601'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF CARPIO, 4 MILES
 TF1601'WEST OF LAKE DARLING, IN THE NORTHEAST CORNER OF SECTION 13,
 TF1601'T. 159 N., R. 86 W., AND ON PROPERTY OWNED BY MR. LEROY HEDBERG.
 TF1601'
 TF1601'TO REACH THE STATION FROM THE POST OFFICE IN CARPIO, GO WEST
 TF1601'FOR 0.15 MILE TO STATE HIGHWAY 28.  TURN RIGHT, NORTH, ON STATE
 TF1601'HIGHWAY 28 FOR 7.9 MILES TO A CROSSROAD.  CONTINUE AHEAD, NORTH,
 TF1601'ON STATE HIGHWAY 28 FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 TF1601'LEFT, WEST, SIDE OF THE ROAD.  CONTINUE AHEAD, NORTH, ON STATE
 TF1601'HIGHWAY 28 FOR 0.4 MILE TO THE STATION ON THE LEFT, WEST, SIDE
 TF1601'OF THE ROAD.
 TF1601'
 TF1601'THE STATION MARK, STAMPED HEDBERG 1963, IS A STANDARD DISK SET
 TF1601'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 TF1601'WITH THE SURFACE OF THE GROUND.  IT IS 98 FEET WEST OF THE
 TF1601'CENTER OF THE ROAD AND 3.4 FEET WEST OF A WITNESS POST.
 TF1601'
 TF1601'REFERENCE MARK NO. 1, STAMPED HEDBERG NO 1 1963, IS A STANDARD
 TF1601'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 TF1601'FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER
 TF1601'THAN THE STATION.  IT IS 84.9 FEET NORTH-NORTHEAST OF THE WITNESS
 TF1601'POST AND 33 FEET WEST OF THE CENTER OF THE ROAD.
 TF1601'
 TF1601'REFERENCE MARK NO. 2, STAMPED HEDBERG NO 2 1963, IS A STANDARD
 TF1601'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 TF1601'FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER
 TF1601'THAN THE STATION.  IT IS 99.7 FEET SOUTH-SOUTHEAST OF THE WITNESS
 TF1601'POST AND 36 FEET WEST OF THE CENTER OF THE ROAD.
 TF1601'
 TF1601'IT IS 138.29 FEET OR 42.151 METERS BETWEEN THE REFERENCE MARKS.
 TF1601'
 TF1601'THE AZIMUTH MARK, STAMPED HEDBERG 1963, IS A STANDARD DISK SET
 TF1601'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 4
 TF1601'INCHES.  IT IS 47 FEET WEST OF THE CENTER OF THE ROAD, 20 FEET
 TF1601'NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD, AND 0.7 FEET
 TF1601'NORTH OF A WITNESS POST.
 TF1601
 TF1601                          STATION RECOVERY (1963)
 TF1601
 TF1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF1601'4.4 MI S FROM GREENE.
 TF1601'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1601'AT GREENE, THENCE 4.15 MILES SOUTH ALONG COUNTY ROAD 28, 0.15 MILE
 TF1601'SOUTH OF A ROAD INTERSECTION, ON THE CREST OF A SMALL GRASSY HILL, 99
 TF1601'FEET WEST OF THE CENTER LINE OF THE ROAD, 101.0 FEET NORTH-NORTHWEST
 TF1601'OF HEDBERG R.M. 2, 88 FEET SOUTH-SOUTHWEST OF HEDBERG R.M. 1, 5 FEET
 TF1601'FROM A LARGE BOULDER, 3.3 FEET WEST OF A METAL WITNESS POST, ABOUT
 TF1601'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TF1601'FLUSH WITH THE GROUND.
 TF1601
 TF1601                          STATION RECOVERY (1978)
 TF1601
 TF1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 TF1601'STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARKS 1
 TF1601'AND 2 AND AZIMUTH MARK WERE DESTROYED BY ROAD CONSTRUCTION.  A NEW
 TF1601'AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 TF1601'TIME.
 TF1601'
 TF1601'STATION IS LOCATED ABOUT 11 MILES NORTH OF CARPIO, ABOUT 4 MILES
 TF1601'WEST OF LAKE DARLING, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY
 TF1601'28 AND IS ABOUT 0.1 MILE SOUTH OF A DRIVEWAY INTO FARM.
 TF1601'
 TF1601'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE
 TF1601'HIGHWAY 28 IN CARPIO, GO NORTH ON STATE HIGHWAY 28 FOR 8.0 MILES TO
 TF1601'CROSSROADS, CONTINUE NORTH ON STATE HIGHWAY 28 FOR 2.4 MILES
 TF1601'TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH FOR 0.4 MILE TO
 TF1601'THE STATION THE LEFT JUST BEFORE REACHING FARM BUILDINGS.
 TF1601'
 TF1601'STATION MARK IS A STANDARD DISK SET TOP OF A 10 INCH SQUARE CONCRETE
 TF1601'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HEDBERG 1963.  IT IS
 TF1601'102 FEET WEST OF CENTER OF STATE HIGHWAY 28 AND 1.2 FEET EAST OF A
 TF1601'WITNESS POST.
 TF1601'
 TF1601'REFERENCE MARK 3 A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 TF1601'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HEDBERG NO 3 1963
 TF1601'1978.  IT IS 103 FEET WEST OF CENTER OF STATE HIGHWAY 28 AND 1.2
 TF1601'FEET SOUTH OF WITNESS POST.
 TF1601'
 TF1601'REFERENCE MARK 4 A STANDARD DISK SET TOP OF A 12 INCH ROUND
 TF1601'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED HEDBERG 1963 NO 4
 TF1601'1978.  IT IS 105 FEET WEST OF CENTER OF STATE HIGHWAY 28 AND 1.6
 TF1601'FEET NORTH OF WITNESS POST.
 TF1601'
 TF1601'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 TF1601'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED HEDBERG 1963 1978.
 TF1601'IT IS 102 FEET WEST OF CENTER OF STATE HIGHWAY 28, 1.7 FEET EAST OF
 TF1601'A WITNESS POST AND 11 FEET NORTH OF A SECTION LINE LINE ROAD
 TF1601'BETWEEN TWO FIELDS.
 TF1601'
 TF1601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH
 TF1601'OF CARPIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1603 ***********************************************************************
 TF1603  DESIGNATION -  HEDBERG AZ MK
 TF1603  PID         -  TF1603
 TF1603  STATE/COUNTY-  ND/RENVILLE
 TF1603  USGS QUAD   -  GRANO SW (1949)
 TF1603
 TF1603                         *CURRENT SURVEY CONTROL
 TF1603  ___________________________________________________________________
 TF1603* NAD 83(1986)-  48 35 49.     (N)    101 42 46.     (W)     SCALED    
 TF1603* NAVD 88     -       558.569  (meters)    1832.57   (feet)  ADJUSTED  
 TF1603  ___________________________________________________________________
 TF1603  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1603  DYNAMIC HT  -         558.677 (meters)    1832.93  (feet)  COMP
 TF1603  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TF1603
 TF1603  VERT ORDER  -  SECOND    CLASS 0
 TF1603
 TF1603.The horizontal coordinates were scaled from a topographic map and have
 TF1603.an estimated accuracy of +/- 6 seconds.
 TF1603
 TF1603.The orthometric height was determined by differential leveling
 TF1603.and adjusted by the National Geodetic Survey in June 1991..
 TF1603
 TF1603.The geoid height was determined by GEOID03.
 TF1603
 TF1603.The dynamic height is computed by dividing the NAVD 88
 TF1603.geopotential number by the normal gravity value computed on the
 TF1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1603.degrees latitude (g = 980.6199 gals.).
 TF1603
 TF1603.The modeled gravity was interpolated from observed gravity values.
 TF1603
 TF1603;                    North         East    Units  Estimated Accuracy
 TF1603;SPC ND N     -   178,260.      510,550.      MT  (+/- 180 meters Scaled)
 TF1603
 TF1603                          SUPERSEDED SURVEY CONTROL
 TF1603
 TF1603  NGVD 29 (??/??/92)  558.195  (m)         1831.34   (f) ADJ UNCH    2 0
 TF1603
 TF1603.Superseded values are not recommended for survey control.
 TF1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1603.See file dsdata.txt to determine how the superseded data were derived.
 TF1603
 TF1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999862(NAD 83)
 TF1603_MARKER: DZ = AZIMUTH MARK DISK
 TF1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1603_STAMPING: HEDBERG 1963
 TF1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1603+STABILITY: SURFACE MOTION
 TF1603
 TF1603  HISTORY     - Date     Condition        Report By
 TF1603  HISTORY     - 1963     MONUMENTED       CGS
 TF1603
 TF1603                          STATION DESCRIPTION
 TF1603
 TF1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1603'4.75 MI S FROM GREENE.
 TF1603'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1603'STATION AT GREENE, THENCE 4.5 MILES SOUTH ALONG COUNTY ROAD 28, 48
 TF1603'FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF THE CENTER
 TF1603'LINE OF A FIELD ENTRANCE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 TF1603'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF1603'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1600 ***********************************************************************
 TF1600  DESIGNATION -  HEDBERG RM 1
 TF1600  PID         -  TF1600
 TF1600  STATE/COUNTY-  ND/RENVILLE
 TF1600  USGS QUAD   -  GRANO SW (1949)
 TF1600
 TF1600                         *CURRENT SURVEY CONTROL
 TF1600  ___________________________________________________________________
 TF1600* NAD 83(1986)-  48 36 10.     (N)    101 42 45.     (W)     SCALED    
 TF1600* NAVD 88     -       559.064  (meters)    1834.20   (feet)  ADJUSTED  
 TF1600  ___________________________________________________________________
 TF1600  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 TF1600  DYNAMIC HT  -         559.172 (meters)    1834.55  (feet)  COMP
 TF1600  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TF1600
 TF1600  VERT ORDER  -  SECOND    CLASS 0
 TF1600
 TF1600.The horizontal coordinates were scaled from a topographic map and have
 TF1600.an estimated accuracy of +/- 6 seconds.
 TF1600
 TF1600.The orthometric height was determined by differential leveling
 TF1600.and adjusted by the National Geodetic Survey in June 1991..
 TF1600
 TF1600.The geoid height was determined by GEOID03.
 TF1600
 TF1600.The dynamic height is computed by dividing the NAVD 88
 TF1600.geopotential number by the normal gravity value computed on the
 TF1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1600.degrees latitude (g = 980.6199 gals.).
 TF1600
 TF1600.The modeled gravity was interpolated from observed gravity values.
 TF1600
 TF1600;                    North         East    Units  Estimated Accuracy
 TF1600;SPC ND N     -   178,910.      510,580.      MT  (+/- 180 meters Scaled)
 TF1600
 TF1600                          SUPERSEDED SURVEY CONTROL
 TF1600
 TF1600  NGVD 29 (??/??/92)  558.690  (m)         1832.97   (f) ADJ UNCH    2 0
 TF1600
 TF1600.Superseded values are not recommended for survey control.
 TF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1600.See file dsdata.txt to determine how the superseded data were derived.
 TF1600
 TF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU000868(NAD 83)
 TF1600_MARKER: DR = REFERENCE MARK DISK
 TF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1600_STAMPING: HEDBERG NO 1 1963
 TF1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1600+STABILITY: SURFACE MOTION
 TF1600
 TF1600  HISTORY     - Date     Condition        Report By
 TF1600  HISTORY     - 1963     MONUMENTED       CGS
 TF1600
 TF1600                          STATION DESCRIPTION
 TF1600
 TF1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1600'4.4 MI S FROM GREENE.
 TF1600'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1600'AT GREENE, THENCE 4.15 MILES SOUTH ALONG COUNTY ROAD 28, 0.15 MILE
 TF1600'SOUTH OF A ROAD INTERSECTION, 88.0 FEET NORTH-NORTHEAST OF HEDBERG
 TF1600'1963, 33 1/2 FEET WEST OF THE CENTERLINE OF THE ROAD, IN A GRADED
 TF1600'DITCH, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TF1600'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1602 ***********************************************************************
 TF1602  DESIGNATION -  HEDBERG RM 2
 TF1602  PID         -  TF1602
 TF1602  STATE/COUNTY-  ND/RENVILLE
 TF1602  USGS QUAD   -  GRANO SW (1949)
 TF1602
 TF1602                         *CURRENT SURVEY CONTROL
 TF1602  ___________________________________________________________________
 TF1602* NAD 83(1986)-  48 36 10.     (N)    101 42 45.     (W)     SCALED    
 TF1602* NAVD 88     -       559.117  (meters)    1834.37   (feet)  ADJUSTED  
 TF1602  ___________________________________________________________________
 TF1602  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 TF1602  DYNAMIC HT  -         559.226 (meters)    1834.73  (feet)  COMP
 TF1602  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TF1602
 TF1602  VERT ORDER  -  SECOND    CLASS 0
 TF1602
 TF1602.The horizontal coordinates were scaled from a topographic map and have
 TF1602.an estimated accuracy of +/- 6 seconds.
 TF1602
 TF1602.The orthometric height was determined by differential leveling
 TF1602.and adjusted by the National Geodetic Survey in June 1991..
 TF1602
 TF1602.The geoid height was determined by GEOID03.
 TF1602
 TF1602.The dynamic height is computed by dividing the NAVD 88
 TF1602.geopotential number by the normal gravity value computed on the
 TF1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1602.degrees latitude (g = 980.6199 gals.).
 TF1602
 TF1602.The modeled gravity was interpolated from observed gravity values.
 TF1602
 TF1602;                    North         East    Units  Estimated Accuracy
 TF1602;SPC ND N     -   178,910.      510,580.      MT  (+/- 180 meters Scaled)
 TF1602
 TF1602                          SUPERSEDED SURVEY CONTROL
 TF1602
 TF1602  NGVD 29 (??/??/92)  558.744  (m)         1833.15   (f) ADJ UNCH    2 0
 TF1602
 TF1602.Superseded values are not recommended for survey control.
 TF1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1602.See file dsdata.txt to determine how the superseded data were derived.
 TF1602
 TF1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU000868(NAD 83)
 TF1602_MARKER: DR = REFERENCE MARK DISK
 TF1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1602_STAMPING: HEDBERG NO 2 1963
 TF1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1602+STABILITY: SURFACE MOTION
 TF1602
 TF1602  HISTORY     - Date     Condition        Report By
 TF1602  HISTORY     - 1963     MONUMENTED       CGS
 TF1602
 TF1602                          STATION DESCRIPTION
 TF1602
 TF1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1602'4.4 MI S FROM GREENE.
 TF1602'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1602'AT GREENE, THENCE 4.15 MILES SOUTH ALONG COUNTY ROAD 28, 0.15 MILE
 TF1602'SOUTH OF A ROAD INTERSECTION, 101.0 FEET SOUTH-SOUTHEAST OF HEDBERG
 TF1602'1963, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, IN A GRADED DITCH,
 TF1602'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF1602'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1998 ***********************************************************************
 TF1998  DESIGNATION -  HEDBERG RM 3
 TF1998  PID         -  TF1998
 TF1998  STATE/COUNTY-  ND/RENVILLE
 TF1998  USGS QUAD   -  GRANO SW (1949)
 TF1998
 TF1998                         *CURRENT SURVEY CONTROL
 TF1998  ___________________________________________________________________
 TF1998* NAD 83(1986)-  48 35 49.     (N)    101 42 46.     (W)     SCALED    
 TF1998* NAVD 88     -       559.59   (+/-2cm)    1835.9    (feet)  VERTCON   
 TF1998  ___________________________________________________________________
 TF1998  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1998
 TF1998  VERT ORDER  -  THIRD (See Below)
 TF1998
 TF1998.The horizontal coordinates were scaled from a topographic map and have
 TF1998.an estimated accuracy of +/- 6 seconds.
 TF1998
 TF1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1998.The vertical order pertains to the NGVD 29 superseded value.
 TF1998
 TF1998.The geoid height was determined by GEOID03.
 TF1998
 TF1998;                    North         East    Units  Estimated Accuracy
 TF1998;SPC ND N     -   178,260.      510,550.      MT  (+/- 180 meters Scaled)
 TF1998
 TF1998                          SUPERSEDED SURVEY CONTROL
 TF1998
 TF1998  NGVD 29 (11/04/04)  559.22   (m)         1834.7    (f) RESET       3  
 TF1998
 TF1998.Superseded values are not recommended for survey control.
 TF1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1998.See file dsdata.txt to determine how the superseded data were derived.
 TF1998
 TF1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999862(NAD 83)
 TF1998_MARKER: DR = REFERENCE MARK DISK
 TF1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1998_STAMPING: HEDBERG 1963 NO 3 1978
 TF1998_PROJECTION: FLUSH
 TF1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1998+STABILITY: SURFACE MOTION
 TF1998
 TF1998  HISTORY     - Date     Condition        Report By
 TF1998  HISTORY     - 1978     MONUMENTED       NGS
 TF1998
 TF1998                          STATION DESCRIPTION
 TF1998
 TF1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1998'4.4 MI SOUTH FROM GREENE.
 TF1998'0.25 MILE NORTHWEST ALONG SOO LINE RAILROAD FROM STATION IN GREENE,
 TF1998'THENCE 4.15 MILE SOUTH ALONG STATE HIGHWAY 28, 103 FEET WEST OF
 TF1998'CENTER OF STATE HIGHWAY 28, 59.19 FEET NORTH OF STATION HERGERG 1963.
 TF1998'THE MARK IS 1.2 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1996 ***********************************************************************
 TF1996  DESIGNATION -  HEDBERG RM 4
 TF1996  PID         -  TF1996
 TF1996  STATE/COUNTY-  ND/RENVILLE
 TF1996  USGS QUAD   -  GRANO SW (1949)
 TF1996
 TF1996                         *CURRENT SURVEY CONTROL
 TF1996  ___________________________________________________________________
 TF1996* NAD 83(1986)-  48 35 49.     (N)    101 42 46.     (W)     SCALED    
 TF1996* NAVD 88     -       560.00   (+/-2cm)    1837.3    (feet)  VERTCON   
 TF1996  ___________________________________________________________________
 TF1996  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1996
 TF1996  VERT ORDER  -  THIRD (See Below)
 TF1996
 TF1996.The horizontal coordinates were scaled from a topographic map and have
 TF1996.an estimated accuracy of +/- 6 seconds.
 TF1996
 TF1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1996.The vertical order pertains to the NGVD 29 superseded value.
 TF1996
 TF1996.The geoid height was determined by GEOID03.
 TF1996
 TF1996;                    North         East    Units  Estimated Accuracy
 TF1996;SPC ND N     -   178,260.      510,550.      MT  (+/- 180 meters Scaled)
 TF1996
 TF1996                          SUPERSEDED SURVEY CONTROL
 TF1996
 TF1996  NGVD 29 (11/04/04)  559.63   (m)         1836.1    (f) RESET       3  
 TF1996
 TF1996.Superseded values are not recommended for survey control.
 TF1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1996.See file dsdata.txt to determine how the superseded data were derived.
 TF1996
 TF1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999862(NAD 83)
 TF1996_MARKER: DR = REFERENCE MARK DISK
 TF1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1996_STAMPING: HEDBERG 1963 NO 4 1978
 TF1996_PROJECTION: FLUSH
 TF1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1996+STABILITY: SURFACE MOTION
 TF1996
 TF1996  HISTORY     - Date     Condition        Report By
 TF1996  HISTORY     - 1978     MONUMENTED       NGS
 TF1996
 TF1996                          STATION DESCRIPTION
 TF1996
 TF1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TF1996'4.4 MI SOUTH FROM GREENE.
 TF1996'0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM STATION AT
 TF1996'GREENE, THENCE 4.15 MILE SOUTH ALONG STATE HIGHWAY 28, 105 FEET WEST
 TF1996'OF CENTER OF STATE HIGHWAY 28, 61.56 FEET SOUTH OF STATION HEDBERG
 TF1996'1963.
 TF1996'THE MARK IS 1.6 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1607 ***********************************************************************
 TE1607  DESIGNATION -  HEDGE AZ MK 2
 TE1607  PID         -  TE1607
 TE1607  STATE/COUNTY-  ND/BENSON
 TE1607  USGS QUAD   -  YORK (1980)
 TE1607
 TE1607                         *CURRENT SURVEY CONTROL
 TE1607  ___________________________________________________________________
 TE1607* NAD 83(1986)-  48 17 46.     (N)    099 31 32.     (W)     SCALED    
 TE1607* NAVD 88     -       479.387  (meters)    1572.79   (feet)  ADJUSTED  
 TE1607  ___________________________________________________________________
 TE1607  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 TE1607  DYNAMIC HT  -         479.474 (meters)    1573.07  (feet)  COMP
 TE1607  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 TE1607
 TE1607  VERT ORDER  -  FIRST     CLASS II
 TE1607
 TE1607.The horizontal coordinates were scaled from a topographic map and have
 TE1607.an estimated accuracy of +/- 6 seconds.
 TE1607
 TE1607.The orthometric height was determined by differential leveling
 TE1607.and adjusted by the National Geodetic Survey in June 1991..
 TE1607
 TE1607.The geoid height was determined by GEOID03.
 TE1607
 TE1607.The dynamic height is computed by dividing the NAVD 88
 TE1607.geopotential number by the normal gravity value computed on the
 TE1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1607.degrees latitude (g = 980.6199 gals.).
 TE1607
 TE1607.The modeled gravity was interpolated from observed gravity values.
 TE1607
 TE1607;                    North         East    Units  Estimated Accuracy
 TE1607;SPC ND N     -   144,560.      672,300.      MT  (+/- 180 meters Scaled)
 TE1607
 TE1607                          SUPERSEDED SURVEY CONTROL
 TE1607
 TE1607.No superseded survey control is available for this station.
 TE1607
 TE1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU610493(NAD 83)
 TE1607_MARKER: DZ = AZIMUTH MARK DISK
 TE1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1607_SP_SET: CONCRETE POST
 TE1607_STAMPING: HEDGE 1946 1971
 TE1607_MARK LOGO: NGS   
 TE1607_PROJECTION: PROJECTING 10 CENTIMETERS
 TE1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1607+STABILITY: SURFACE MOTION
 TE1607
 TE1607  HISTORY     - Date     Condition        Report By
 TE1607  HISTORY     - 1971     MONUMENTED       NGS
 TE1607  HISTORY     - 1982     GOOD             NGS
 TE1607
 TE1607                          STATION DESCRIPTION
 TE1607
 TE1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1607'8.2 KM (5.1 MI) WEST FROM LEEDS.
 TE1607'7.1 KM (4.4 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1607'TO THE LEEDS HIGH SCHOOL IN LEEDS, THENCE SOUTH ALONG A GRAVEL ROAD
 TE1607'FOR 1.1 KM (0.7 MI), AT A CROSSROAD AND EAST-WEST TRACK ROAD, 2.7
 TE1607'METERS (9.0 FT) NORTHWEST OF A POWERLINE POLE, 11.0 METERS (36.0 FT)
 TE1607'NORTH OF AN EAST-WEST TRACK ROAD, AND 11.6 METERS (38.0 FT) WEST OF A
 TE1607'GRAVEL ROAD.
 TE1607'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 TE1607'THE MARK IS 0.15 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1298 ***********************************************************************
 TE1298  DESIGNATION -  HEDGE RESET
 TE1298  PID         -  TE1298
 TE1298  STATE/COUNTY-  ND/BENSON
 TE1298  USGS QUAD   -  YORK (1980)
 TE1298
 TE1298                         *CURRENT SURVEY CONTROL
 TE1298  ___________________________________________________________________
 TE1298* NAD 83(1996)-  48 18 20.76783(N)    099 31 28.88296(W)     ADJUSTED  
 TE1298* NAVD 88     -       483.885  (meters)    1587.55   (feet)  ADJUSTED  
 TE1298  ___________________________________________________________________
 TE1298  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 TE1298  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 TE1298  DYNAMIC HT  -         483.973 (meters)    1587.83  (feet)  COMP
 TE1298  MODELED GRAV-     980,777.4   (mgal)                       NAVD 88
 TE1298
 TE1298  HORZ ORDER  -  FIRST
 TE1298  VERT ORDER  -  FIRST     CLASS II
 TE1298
 TE1298.The horizontal coordinates were established by classical geodetic methods
 TE1298.and adjusted by the National Geodetic Survey in January 1998..
 TE1298
 TE1298.The orthometric height was determined by differential leveling
 TE1298.and adjusted by the National Geodetic Survey in June 1991..
 TE1298
 TE1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1298
 TE1298.The geoid height was determined by GEOID03.
 TE1298
 TE1298.The dynamic height is computed by dividing the NAVD 88
 TE1298.geopotential number by the normal gravity value computed on the
 TE1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1298.degrees latitude (g = 980.6199 gals.).
 TE1298
 TE1298.The modeled gravity was interpolated from observed gravity values.
 TE1298
 TE1298;                    North         East     Units Scale Factor Converg.
 TE1298;SPC ND N     -   145,636.127   672,345.709   MT  0.99994327   +0 43 32.7
 TE1298;SPC ND N     -   477,808.82  2,205,858.63   iFT  0.99994327   +0 43 32.7
 TE1298;UTM  14      - 5,350,419.096   461,092.410   MT  0.99961860   -0 23 30.5
 TE1298
 TE1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1298!SPC ND N     -   0.99992773  x   0.99994327  =   0.99987101
 TE1298!UTM  14      -   0.99992773  x   0.99961860  =   0.99954636
 TE1298
 TE1298|---------------------------------------------------------------------|
 TE1298| PID    Reference Object                     Distance      Geod. Az  |
 TE1298|                                                           dddmmss.s |
 TE1298| TE1299 HEDGE RM 1                           25.571 METERS 07020     |
 TE1298| CO6956 HEDGE AZ MK                                        1025759.3 |
 TE1298| TE2012 LEEDS MUNICIPAL TANK                APPROX. 6.3 KM 1045322.1 |
 TE1298| TE2014 LEEDS SCHOOL BELFRY                 APPROX. 6.9 KM 1062057.9 |
 TE1298| TE2013 LEEDS ST VINCENT DE PAUL CH         APPROX. 6.5 KM 1074952.8 |
 TE1298| TE1607 HEDGE AZ MK 2                                      1790524.5 |
 TE1298| TE2021 YORK GREAT NORTHERN RR TANK         APPROX. 3.7 KM 2820738.1 |
 TE1298| TE1297 HEDGE RM 2                           26.458 METERS 31256     |
 TE1298|---------------------------------------------------------------------|
 TE1298
 TE1298                          SUPERSEDED SURVEY CONTROL
 TE1298
 TE1298  NAD 83(1986)-  48 18 20.76940(N)    099 31 28.88002(W) AD(       ) 1
 TE1298  NAD 27      -  48 18 20.78100(N)    099 31 27.39900(W) AD(       ) 1
 TE1298
 TE1298.Superseded values are not recommended for survey control.
 TE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1298.See file dsdata.txt to determine how the superseded data were derived.
 TE1298
 TE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6109250419(NAD 83)
 TE1298_MARKER: DS = TRIANGULATION STATION DISK
 TE1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1298_SP_SET: MONUMENT
 TE1298_STAMPING: HEDGE 1946 1970
 TE1298_MARK LOGO: NGS   
 TE1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1298
 TE1298  HISTORY     - Date     Condition        Report By
 TE1298  HISTORY     - 1946     MONUMENTED       CGS
 TE1298  HISTORY     - 1964     MARK NOT FOUND   CGS
 TE1298  HISTORY     - 1971     MARK NOT FOUND   NGS
 TE1298  HISTORY     - 1976     GOOD             NGS
 TE1298  HISTORY     - 1979     GOOD             LOCENG
 TE1298  HISTORY     - 1982     GOOD             NGS
 TE1298
 TE1298                          STATION DESCRIPTION
 TE1298
 TE1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1298'THE STATION IS LOCATED ABOUT 4 MILES WEST OF LEEDS, 2.5 MILES
 TE1298'EAST OF YORK, 93 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S.
 TE1298'HIGHWAY 2, 149 FEET NORTHWEST OF THE OF THE INTERSECTION OF
 TE1298'U.S. HIGHWAY 2 AND CROSSROAD, 60 FEET SOUTH OF THE SOUTH RAIL
 TE1298'OF THE GREAT NORTHERN RAILROAD TRACKS AND 3-1/2 FEET SOUTH OF
 TE1298'A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TE1298'STAMPED HEDGE 1946.
 TE1298'
 TE1298'REFERENCE MARK NO. 1 IS 83.95 FEET NORTHEAST OF THE STATION
 TE1298'AND 25 FEET SOUTHWEST OF OF THE INTERSECTION OF RAILROAD AND
 TE1298'CROSSROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TE1298'HEDGE NO 1 1946.
 TE1298'
 TE1298'REFERENCE MARK NO. 2 IS 86.95 FEET NORTHWEST OF THE STATION AND
 TE1298'15-1/2 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD
 TE1298'TRACKS.  IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION
 TE1298'MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE1298'HEDGE NO 2 1946.
 TE1298'
 TE1298'THE AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION, 91 FEET NORTH
 TE1298'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2, 65 FEET SOUTH
 TE1298'OF THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD TRACKS AND
 TE1298'3 FEET SOUTH OF A WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND
 TE1298'AND THE DISK IS STAMPED HEDGE 1946.
 TE1298'
 TE1298'TO REACH THE STATION FROM THE LEEDS POST OFFICE, GO SOUTH 1 BLOCK
 TE1298'TO THE JUNCTION OF U.S. HIGHWAY 2, TURN RIGHT AND GO WEST ON
 TE1298'U.S. HIGHWAY 2 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT
 TE1298'AS DESCRIBED.  CONTINUE ON WEST FOR 0.6 MILE TO A DIRT CROSSROAD
 TE1298'AND THE STATION AS DESCRIBED.
 TE1298'
 TE1298'PROMINENT OBJECTS WHICH CAN BE SEEN FROM THE GROUND.
 TE1298'
 TE1298'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TE1298
 TE1298                          STATION RECOVERY (1964)
 TE1298
 TE1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TE1298'R.M. 2 IS ABOUT 2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY
 TE1298'FROM THE STATION AT YORK, OR ABOUT 4.05 MILES WEST ALONG THE
 TE1298'GREAT NORTHERN RAILWAY FROM THE STATION AT LEEDS, IN S 28, T 156
 TE1298'N, R 69 W, 12 POLES EAST OF MILEPOST 120, 3-3/4 RAILS WEST OF
 TE1298'A ROAD CROSSING, 15-1/2 FEET SOUTH OF THE SOUTH RAIL, 136 FEET
 TE1298'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 161 FEET WEST OF THE
 TE1298'CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 5.0 FEET NORTH OF A
 TE1298'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 TE1298'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW
 TE1298'THE LEVEL OF THE GROUND.
 TE1298'
 TE1298'HEDGE 1946 WAS SEARCHED FOR BUT NOT RECOVERED.
 TE1298'
 TE1298'R.M. 1 WAS SEARCHED FOR BUT NOT RECOVERED.
 TE1298'
 TE1298'A PIPELINE HAS BEEN PUT IN ALONG THE TRACK AND IT IS POSSIBLE
 TE1298'THAT THE STATION AND R.M. 1 HAVE BEEN DESTROYED.
 TE1298
 TE1298                          STATION RECOVERY (1971)
 TE1298
 TE1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE1298'THE UNDERGROUND STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2
 TE1298'WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 TE1298'THE AZIMUTH MARK WERE NOT FOUND, AND ARE BELIEVED TO HAVE BEEN
 TE1298'DESTROYED AT THE TIME AN OIL PIPELINE WAS INSTALLED.  A NEW
 TE1298'SURFACE STATION MARK WAS SET AT THE TIME THE UNDERGROUND MARK WAS
 TE1298'FOUND IN 1970, AND A NEW AZIMUTH MARK WAS SET WHEN THE STATION
 TE1298'WAS OCCUPIED IN 1971.
 TE1298'
 TE1298'A NEW DESCRIPTION FOLLOWS--
 TE1298'
 TE1298'THE STATION IS LOCATED ABOUT 4 MILES WEST OF LEEDS, AND 2.5
 TE1298'MILES EAST OF YORK, BETWEEN U.S. HIGHWAY 2 AND THE GREAT NORTHERN
 TE1298'RAILROAD TRACKS, AT A RAILROAD CROSSING AND CROSSROAD.
 TE1298'
 TE1298'THE SUB-SURFACE MARK WAS LEFT IN ITS ORIGINAL POSITION,
 TE1298'IT IS A STANDARD DISK STAMPED HEDGE 1946 SET IN A CONCRETE MASS
 TE1298'3-FEET BELOW GROUND SURFACE.  THE SURFACE STATION MARK IS A
 TE1298'STANDARD DISK STAMPED HEDGE 1946 1970, SET IN A ROUND CONCRETE
 TE1298'MONUMENT FLUSH WITH THE GROUND.  IT IS 145 FEET NORTHWEST OF THE
 TE1298'CENTER OF THE CROSSROADS, 106 FEET SOUTHWEST OF THE CENTER OF
 TE1298'THE RAILROAD CROSSING, 96 FEET WEST OF THE GRADED CROSSROAD, 93
 TE1298'FEET NORTH OF THE CENTER OF HIGHWAY 2, AND 59.5 FEET SOUTH OF
 TE1298'THE SOUTH RAIL.
 TE1298'
 TE1298'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HEDGE NO 1 1946,
 TE1298'SET IN A SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE.
 TE1298'IT IS SOUTH OF THE WEST EDGE OF THE RAILROAD CROSSING, 37.5 FEET
 TE1298'WEST OF A CROSS BUCK SIGN, 18 FEET WEST OF THE CENTER OF THE
 TE1298'CROSSROAD, AND 15.5 FEET SOUTH OF THE SOUTH RAIL.
 TE1298'
 TE1298'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HEDGE NO 2 1946,
 TE1298'SET IN SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE.
 TE1298'IT IS 153 FEET WEST OF THE CENTER OF THE ROAD AT THE RAILROAD
 TE1298'CROSSING, 136 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 2, 15.5
 TE1298'FEET SOUTH OF THE SOUTH RAIL, 5.0 FEET NORTH OF A WHISTLE
 TE1298'SIGNAL, AND 4.7 FEET NORTH OF A METAL WITNESS POST.
 TE1298'
 TE1298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HEDGE 1946 1971,
 TE1298'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 TE1298'IS 38 FEET WEST OF A GRADED NORTH-SOUTH ROAD, 36 FEET NORTH OF THE
 TE1298'CENTER OF AN EAST-WEST TRACK ROAD, 9 FEET NORTHWEST OF A POWER
 TE1298'POLE WITH 3 GUY-WIRES, AND 1.5 FEET SOUTH OF A METAL WITNESS
 TE1298'POST.
 TE1298'
 TE1298'TO REACH THE STATION FROM THE RAILROAD CROSSING OVER U.S. HIGHWAY
 TE1298'2 AT THE SOUTHWEST PART OF LEEDS, GO WEST ON HIGHWAY 2 FOR 4.0
 TE1298'MILES TO A GRAVELED CROSSROAD AND THE STATION ON THE RIGHT
 TE1298'AS DESCRIBED.
 TE1298'
 TE1298'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 TE1298'GRADED ROAD FOR 0.7 MILE TO A CROSSROAD AND THE MARK ON THE RIGHT
 TE1298'AS DESCRIBED.
 TE1298'
 TE1298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 TE1298'EAST OF YORK
 TE1298
 TE1298                          STATION RECOVERY (1976)
 TE1298
 TE1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1298'2.2 MI E FROM YORK.
 TE1298'ABOUT 2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1298'AT YORK, OR 4.05 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1298'STATION AT LEEDS, IN SEC. 28, T 156 N, R 69 W, AT A ROAD CROSSING, 106
 TE1298'FEET SOUTHWEST OF THE CENTER OF THE RAILROAD CROSSING, 93 FEET NORTH
 TE1298'OF THE WEST BOUND LANES OF U.S. HIGHWAY 2, 96 FEET WEST OF THE CENTER
 TE1298'OF THE GRADED CROSSROAD, 59.5 FEET SOUTH OF THE SOUTH RAIL, AND SET IN
 TE1298'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 TE1298
 TE1298                          STATION RECOVERY (1979)
 TE1298
 TE1298'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (MF)
 TE1298'HEDGE 1946 RECOVERED GOOD.
 TE1298'
 TE1298'HEDGE 1946 AZ. MK. RECOVERED GOOD.
 TE1298'
 TE1298'HEDGE NO. 2 1946 RM-2 RECOVERED GOOD.
 TE1298'
 TE1298'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST OF LEEDS.
 TE1298
 TE1298                          STATION RECOVERY (1982)
 TE1298
 TE1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1298'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 TE1298'7.1 KM (4.4 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1298'TO THE LEEDS HIGH SCHOOL IN LEEDS, AT A DIRT ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1299 ***********************************************************************
 TE1299  DESIGNATION -  HEDGE RM 1
 TE1299  PID         -  TE1299
 TE1299  STATE/COUNTY-  ND/BENSON
 TE1299  USGS QUAD   -  YORK (1980)
 TE1299
 TE1299                         *CURRENT SURVEY CONTROL
 TE1299  ___________________________________________________________________
 TE1299* NAD 83(1986)-  48 18 20.     (N)    099 31 30.     (W)     SCALED    
 TE1299* NAVD 88     -       483.097  (meters)    1584.96   (feet)  ADJUSTED  
 TE1299  ___________________________________________________________________
 TE1299  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 TE1299  DYNAMIC HT  -         483.184 (meters)    1585.25  (feet)  COMP
 TE1299  MODELED GRAV-     980,777.4   (mgal)                       NAVD 88
 TE1299
 TE1299  VERT ORDER  -  FIRST     CLASS II
 TE1299
 TE1299.The horizontal coordinates were scaled from a topographic map and have
 TE1299.an estimated accuracy of +/- 6 seconds.
 TE1299
 TE1299.The orthometric height was determined by differential leveling
 TE1299.and adjusted by the National Geodetic Survey in June 1991..
 TE1299
 TE1299.The geoid height was determined by GEOID03.
 TE1299
 TE1299.The dynamic height is computed by dividing the NAVD 88
 TE1299.geopotential number by the normal gravity value computed on the
 TE1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1299.degrees latitude (g = 980.6199 gals.).
 TE1299
 TE1299.The modeled gravity was interpolated from observed gravity values.
 TE1299
 TE1299;                    North         East    Units  Estimated Accuracy
 TE1299;SPC ND N     -   145,610.      672,320.      MT  (+/- 180 meters Scaled)
 TE1299
 TE1299                          SUPERSEDED SURVEY CONTROL
 TE1299
 TE1299.No superseded survey control is available for this station.
 TE1299
 TE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU610503(NAD 83)
 TE1299_MARKER: DR = REFERENCE MARK DISK
 TE1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1299_SP_SET: MONUMENT
 TE1299_STAMPING: HEDGE NO 1 1946
 TE1299_MARK LOGO: CGS   
 TE1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1299
 TE1299  HISTORY     - Date     Condition        Report By
 TE1299  HISTORY     - 1946     MONUMENTED       CGS
 TE1299  HISTORY     - 1976     GOOD             NGS
 TE1299  HISTORY     - 1982     GOOD             NGS
 TE1299
 TE1299                          STATION DESCRIPTION
 TE1299
 TE1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1299'2.2 MI E FROM YORK.
 TE1299'ABOUT 2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1299'AT YORK, OR 4.05 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1299'STATION AT LEEDS, IN SEC. 28, T 156 N, R 69 W, AT A ROAD CROSSING, IT
 TE1299'IS 15.5 FEET SOUTH OF THE SOUTH RAIL, 18 FEET WEST OF THE CENTER OF
 TE1299'THE GRAVELED CROSSROAD, 37.5 FEET WEST OF A CROSS BUCK SIGN, 160 FEET
 TE1299'NORTH OF THE CENTER OF THE WEST BOUND LANES OF U.S. HIGHWAY 2,
 TE1299'DIRECTLY SOUTH OF THE WEST EDGE OF THE RAILWAY CROSSING, AND SET IN
 TE1299'THE TOP OF A SQUARE CONCRETE MONUMENT 6-INCHES BELOW GROUND SURFACE.
 TE1299
 TE1299                          STATION RECOVERY (1982)
 TE1299
 TE1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1299'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 TE1299'7.1 KM (4.4 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1299'TO THE LEEDS HIGH SCHOOL IN LEEDS, AT A DIRT ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1297 ***********************************************************************
 TE1297  DESIGNATION -  HEDGE RM 2
 TE1297  PID         -  TE1297
 TE1297  STATE/COUNTY-  ND/BENSON
 TE1297  USGS QUAD   -  YORK (1980)
 TE1297
 TE1297                         *CURRENT SURVEY CONTROL
 TE1297  ___________________________________________________________________
 TE1297* NAD 83(1986)-  48 18 20.     (N)    099 31 30.     (W)     SCALED    
 TE1297* NAVD 88     -       482.853  (meters)    1584.16   (feet)  ADJUSTED  
 TE1297  ___________________________________________________________________
 TE1297  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 TE1297  DYNAMIC HT  -         482.940 (meters)    1584.45  (feet)  COMP
 TE1297  MODELED GRAV-     980,777.4   (mgal)                       NAVD 88
 TE1297
 TE1297  VERT ORDER  -  FIRST     CLASS II
 TE1297
 TE1297.The horizontal coordinates were scaled from a topographic map and have
 TE1297.an estimated accuracy of +/- 6 seconds.
 TE1297
 TE1297.The orthometric height was determined by differential leveling
 TE1297.and adjusted by the National Geodetic Survey in June 1991..
 TE1297
 TE1297.The geoid height was determined by GEOID03.
 TE1297
 TE1297.The dynamic height is computed by dividing the NAVD 88
 TE1297.geopotential number by the normal gravity value computed on the
 TE1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1297.degrees latitude (g = 980.6199 gals.).
 TE1297
 TE1297.The modeled gravity was interpolated from observed gravity values.
 TE1297
 TE1297;                    North         East    Units  Estimated Accuracy
 TE1297;SPC ND N     -   145,610.      672,320.      MT  (+/- 180 meters Scaled)
 TE1297
 TE1297                          SUPERSEDED SURVEY CONTROL
 TE1297
 TE1297  NGVD 29 (??/??/92)  482.483  (m)         1582.95   (f) ADJ UNCH    1 2
 TE1297
 TE1297.Superseded values are not recommended for survey control.
 TE1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1297.See file dsdata.txt to determine how the superseded data were derived.
 TE1297
 TE1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU610503(NAD 83)
 TE1297_MARKER: DR = REFERENCE MARK DISK
 TE1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1297_STAMPING: HEDGE NO 2 1946
 TE1297_MARK LOGO: CGS   
 TE1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1297+STABILITY: SURFACE MOTION
 TE1297
 TE1297  HISTORY     - Date     Condition        Report By
 TE1297  HISTORY     - 1946     MONUMENTED       CGS
 TE1297  HISTORY     - 1964     GOOD             NGS
 TE1297  HISTORY     - 1982     GOOD             NGS
 TE1297
 TE1297                          STATION DESCRIPTION
 TE1297
 TE1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1297'2.2 MI E FROM YORK.
 TE1297'ABOUT 2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1297'AT YORK, OR 4.05 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1297'STATION AT LEEDS, IN S 28, T 156 N, R 69 W, 12 POLES EAST OF MILEPOST
 TE1297'120, 3 3/4 RAILS WEST OF A ROAD CROSSING, 15 1/2 FEET SOUTH OF THE
 TE1297'SOUTH RAIL, 136 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 161
 TE1297'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 5.0 FEET
 TE1297'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE1297'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW THE
 TE1297'LEVEL OF THE GROUND.
 TE1297
 TE1297                          STATION RECOVERY (1982)
 TE1297
 TE1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1297'RECOVERED THIS DATE, NOTE, RAILROAD STATION HAS BEEN REMOVED,
 TE1297'7.1 KM (4.4 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1297'TO THE LEEDS HIGH SCHOOL IN LEEDS, AT A DIRT ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0101 ***********************************************************************
 RR0101  DESIGNATION -  HEER
 RR0101  PID         -  RR0101
 RR0101  STATE/COUNTY-  ND/EMMONS
 RR0101  USGS QUAD   -  CANNON BALL SE (1968)
 RR0101
 RR0101                         *CURRENT SURVEY CONTROL
 RR0101  ___________________________________________________________________
 RR0101* NAD 83(1996)-  46 16 52.65097(N)    100 31 22.77170(W)     ADJUSTED  
 RR0101* NAVD 88     -       595.883  (meters)    1954.99   (feet)  ADJUSTED  
 RR0101  ___________________________________________________________________
 RR0101  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 RR0101  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0101  DYNAMIC HT  -         595.873 (meters)    1954.96  (feet)  COMP
 RR0101  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 RR0101
 RR0101  HORZ ORDER  -  FIRST
 RR0101  VERT ORDER  -  SECOND    CLASS 0
 RR0101
 RR0101.The horizontal coordinates were established by classical geodetic methods
 RR0101.and adjusted by the National Geodetic Survey in January 1998..
 RR0101
 RR0101.The orthometric height was determined by differential leveling
 RR0101.and adjusted by the National Geodetic Survey in June 1991..
 RR0101
 RR0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0101
 RR0101.The geoid height was determined by GEOID03.
 RR0101
 RR0101.The dynamic height is computed by dividing the NAVD 88
 RR0101.geopotential number by the normal gravity value computed on the
 RR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0101.degrees latitude (g = 980.6199 gals.).
 RR0101
 RR0101.The modeled gravity was interpolated from observed gravity values.
 RR0101
 RR0101;                    North         East     Units Scale Factor Converg.
 RR0101;SPC ND S     -    68,319.938   598,228.032   MT  0.99998218   -0 01 00.4
 RR0101;SPC ND S     -   224,146.78  1,962,690.39   iFT  0.99998218   -0 01 00.4
 RR0101;UTM  14      - 5,126,428.885   382,670.817   MT  0.99976922   -1 06 03.1
 RR0101
 RR0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0101!SPC ND S     -   0.99990998  x   0.99998218  =   0.99989216
 RR0101!UTM  14      -   0.99990998  x   0.99976922  =   0.99967922
 RR0101
 RR0101|---------------------------------------------------------------------|
 RR0101| PID    Reference Object                     Distance      Geod. Az  |
 RR0101|                                                           dddmmss.s |
 RR0101| RR0102 HEER RM 1                            34.156 METERS 05433     |
 RR0101| RR0100 HEER RM 2                            37.536 METERS 32456     |
 RR0101| RR0804 BEAVER CREEK                        APPROX. 0.6 KM 3393722.8 |
 RR0101| RR0103 HEER AZ MK                                         3450938.0 |
 RR0101|---------------------------------------------------------------------|
 RR0101
 RR0101                          SUPERSEDED SURVEY CONTROL
 RR0101
 RR0101  NAD 83(1986)-  46 16 52.64196(N)    100 31 22.76332(W) AD(       ) 1
 RR0101  NAD 27      -  46 16 52.66600(N)    100 31 21.33000(W) AD(       ) 1
 RR0101  NGVD 29 (??/??/92)  595.495  (m)         1953.72   (f) ADJ UNCH    2 0
 RR0101
 RR0101.Superseded values are not recommended for survey control.
 RR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0101.See file dsdata.txt to determine how the superseded data were derived.
 RR0101
 RR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8267126429(NAD 83)
 RR0101_MARKER: DS = TRIANGULATION STATION DISK
 RR0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0101_STAMPING: HEER 1934
 RR0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0101+STABILITY: SURFACE MOTION
 RR0101
 RR0101  HISTORY     - Date     Condition        Report By
 RR0101  HISTORY     - 1934     MONUMENTED       CGS
 RR0101  HISTORY     - 1945     GOOD             CGS
 RR0101  HISTORY     - 1945     GOOD             NGS
 RR0101  HISTORY     - 1948     GOOD             CGS
 RR0101  HISTORY     - 1957     GOOD             CGS
 RR0101  HISTORY     - 1957     GOOD             NGS
 RR0101  HISTORY     - 1970     GOOD             USGS
 RR0101
 RR0101                          STATION DESCRIPTION
 RR0101
 RR0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0101'STATION IS ABOUT 14 MILES W OF LINTON, AND IS IN THE NW 1/4
 RR0101'OF SEC. 1, T 132 N, R 79 W.  THE STATION IS LOCATED ON HIGH
 RR0101'TABLE-LAND AND IS ABOUT 3/8 MILE S OF A SECTION-LINE ROAD AND
 RR0101'200 YARDS E OF ANOTHER SECTION-LINE ROAD.  IT IS 20 FEET N
 RR0101'OF THE SW EDGE OF THE TABLE-LAND.
 RR0101'
 RR0101'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0101'BRONZE DISKS SET IN CONCRETE.
 RR0101'
 RR0101'REFERENCE MARK NO. 1 IS NE OF THE STATION NEAR THE HEAD OF
 RR0101'A SMALL RAVINE.
 RR0101'
 RR0101'REFERENCE MARK NO. 2 IS NNW OF THE STATION NEAR THE HEAD OF
 RR0101'A SMALL RAVINE.
 RR0101'
 RR0101'THE AZIMUTH MARK IS ABOUT 3/8 MILE N OF THE STATION.  IT IS
 RR0101'15 FEET S OF THE CENTER OF THE ROAD AND IS IN THE FENCE LINE.
 RR0101'
 RR0101'THE STATION IS REACHED FROM LINTON, BY GOING W ON THE MAIN
 RR0101'ROAD 12.5 MILES TO A ROAD LEADING TO THE N.  TAKE THIS ROAD N 0.6
 RR0101'MILE TO A CROSSROADS.  TURN W ON AN UNGRADED SECTION-LINE
 RR0101'ROAD 0.6 MILE TO A GATE ON THE S SIDE OF THE ROAD.  PASS THROUGH
 RR0101'THE GATE AND BEAR SW 0.1 MILE TO SOME TRACKS LEADING W UP
 RR0101'THE HILL, FOLLOW THE TRACKS W 0.4 MILE.  AT THIS POINT LEAVE
 RR0101'THE TRACKS AND DRIVE ABOUT 200 YARDS SE TO THE STATION.
 RR0101'
 RR0101'A 10-FOOT STAND WAS ERECTED.
 RR0101
 RR0101                          STATION RECOVERY (1945)
 RR0101
 RR0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0101'STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND
 RR0101'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 RR0101'FOLLOWS.
 RR0101'
 RR0101'THE STATION IS LOCATED ABOUT 14 MILES W OF THE VILLAGE OF
 RR0101'LINTON AND ABOUT 2 MILES N OF THE SMALL VILLAGE OF EMMONSBURG.
 RR0101'IT IS LOCATED ON HIGH TABLELAND AND ABOUT 0.2 MILE S OF
 RR0101'A SECTION-LINE ROAD.  IT IS ABOUT 20 FEET N OF THE SW EDGE
 RR0101'OF THE FLAT TABLELAND.  THE MARK PROJECTS 2 INCHES AND THE
 RR0101'DISK IS STAMPED HEER 1934.
 RR0101'
 RR0101'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 RR0101'DISKS SET IN CONCRETE.
 RR0101'
 RR0101'AZIMUTH MARK IS 0.2 MILE N OF THE STATION, 15 FEET S OF THE
 RR0101'APPROXIMATE CENTER LINE OF A SECTION-LINE TRACK ROAD, AND IS
 RR0101'IN AN E-W FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 RR0101'DISK IS STAMPED HEER 1934.
 RR0101'
 RR0101'REFERENCE MARK 1 IS 34.150 METERS (112.04 FEET) NE OF THE STATION
 RR0101'AND ABOUT 2 FEET LOWER IN ELEVATION.  THE MARK PROJECTS
 RR0101'3 INCHES AND THE DISK IS STAMPED HEER NO 1 1934.
 RR0101'
 RR0101'REFERENCE MARK 2 IS 37.530 METERS (123.13 FEET) NNW OF THE
 RR0101'STATION AND ABOUT 3 FEET LOWER IN ELEVATION.  THE MARK PROJECTS
 RR0101'3 INCHES AND THE DISK IS STAMPED HEER NO 2 1934.
 RR0101'
 RR0101'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO BEAVER
 RR0101'CREEK (MO.R.C.).  IT IS 609.358 METERS (1,999 FEET) N OF THE
 RR0101'STATION.
 RR0101'
 RR0101'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83
 RR0101'AND A GRAVELED ROAD W WHICH IS JUST N OF THE EMMONS COUNTY
 RR0101'COURTHOUSE, GO W ON GRAVELED ROAD FOR 8.5 MILES, THENCE
 RR0101'FOLLOW MAIN-TRAVELED ROAD N AND W FOR 5.0 MILES TO A CROSS
 RR0101'ROAD, CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.55 MILE TO
 RR0101'A WIRE GATE ON THE LEFT, PASS THROUGH GATE AND GO S ON FARM
 RR0101'DRIVEWAY FOR 0.1 MILE, THENCE RIGHT ACROSS PASTURE LAND
 RR0101'FOR 0.6 MILE TO THE TOP OF THE TABLELAND AND STATION AS
 RR0101'DESCRIBED.
 RR0101'
 RR0101'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 RR0101
 RR0101                          STATION RECOVERY (1945)
 RR0101
 RR0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 RR0101'37.7 MI W FROM LINTON.
 RR0101'TO REACH THE MARK FROM THE RAILROAD STATION AT LINTON, NORTH DAKOTA,
 RR0101'GO SOUTH ALONG HIGHWAY NO. 83 FOR 4.5 MILES TO A DIRT CROSS ROAD,
 RR0101'THENCE WEST 23.1 MILES ALONG A GRADED DIRT ROAD TO A TURN RIGHT
 RR0101'(NORTH).  GO NORTH ON ROAD FOLLOWING ALONG THE MISSOURI RIVER FOR 10.4
 RR0101'MILES TO A LARGE TABLELAND AREA.  0.2 MILE SOUTH OF A SECTION LINE
 RR0101'ROAD.  600.0 FEET EAST OF A SECTIONLINE ROAD.  20.0 FEET NORTH OF THE
 RR0101'SOUTHWEST CORNER OF THE TABLE-LAND AREA.  2.5 FEET SOUTH OF A 4X4 INCH
 RR0101'WHITE WOODEN WITNESS POST.  STAMPED HEER 1934.
 RR0101
 RR0101                          STATION RECOVERY (1948)
 RR0101
 RR0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0101'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934
 RR0101'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 RR0101'FOLLOWS.
 RR0101'
 RR0101'THE STATION IS LOCATED ABOUT 14 MILES WEST OF LINTON, 2 MILES
 RR0101'NORTH OF THE SMALL SETTLEMENT OF EMMONSBURG, 0.25 MILE SOUTH
 RR0101'OF A SECTION LINE ROAD AND ON LAND OWNED BY WILLIAM HEER.
 RR0101'
 RR0101'THE 1945 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND
 RR0101'CORRECT.
 RR0101'
 RR0101'THE STATION MARK IS A CONCRETE BLOCK THAT PROJECTS 5 INCHES.
 RR0101'IN THE TOP OF THE BLOCK IS A STANDARD STATION MARK DISK THAT
 RR0101'IS STAMPED HEER 1934.
 RR0101'
 RR0101'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 RR0101'3 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE MARK
 RR0101'BRONZE DISK THAT IS STAMPED HEER NO 1 1934.
 RR0101'
 RR0101'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 RR0101'3 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE
 RR0101'MARK BRONZE DISK THAT IS STAMPED HEER NO 2 1934
 RR0101'
 RR0101'THE AZIMUTH MARK IS 15 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 RR0101'OF A SECTION LINE ROAD AND IN THE FENCE LINE.  IT IS A SQUARE
 RR0101'CONCRETE BLOCK THAT PROJECTS 3 INCHES.  IN THE TOP OF THE BLOCK
 RR0101'IS A STANDARD REFERENCE MARK BRONZE DISK THAT IS STAMPED HEER
 RR0101'AZIMUTH 1934.
 RR0101'
 RR0101'TRIANGULATION STATION BEAVER CREEK MO R C 1945 WAS TRAVERSED
 RR0101'IN 1945.  THIS DISTANCE WAS NOT CHECKED IN 1948, BUT THE
 RR0101'DIRECTION WAS CHECKED.  THE STATION MARK WAS FOUND IN POOR
 RR0101'CONDITION DUE TO WIND.  ROCK AND DIRT WAS PLACED IN HOLE NEAR
 RR0101'STATION AND MADE SECURE.
 RR0101'
 RR0101'A TEN FOOT STAND WAS ERECTED.
 RR0101'
 RR0101'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 RR0101
 RR0101                          STATION RECOVERY (1957)
 RR0101
 RR0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0101'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0101'CONDITION.  THE 1948 DESCRIPTION TO REACH IS ADEQUATE.
 RR0101
 RR0101                          STATION RECOVERY (1957)
 RR0101
 RR0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0101'RECOVERED IN GOOD CONDITION.
 RR0101
 RR0101                          STATION RECOVERY (1970)
 RR0101
 RR0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0101'STATION, REFERENCE AND AZIMUTH MARKS FOUND IN GOOD CONDITION
 RR0101'AND AS DESCRIBED.
 RR0101'
 RR0101'THE 1948 DESCRIPTION IS SATISFACTORY.
 RR0101'
 RR0101'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0103 ***********************************************************************
 RR0103  DESIGNATION -  HEER AZ MK
 RR0103  PID         -  RR0103
 RR0103  STATE/COUNTY-  ND/EMMONS
 RR0103  USGS QUAD   -  CANNON BALL SE (1968)
 RR0103
 RR0103                         *CURRENT SURVEY CONTROL
 RR0103  ___________________________________________________________________
 RR0103* NAD 83(1986)-  46 17 02.     (N)    100 31 23.     (W)     SCALED    
 RR0103* NAVD 88     -       592.406  (meters)    1943.59   (feet)  ADJUSTED  
 RR0103  ___________________________________________________________________
 RR0103  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0103  DYNAMIC HT  -         592.396 (meters)    1943.55  (feet)  COMP
 RR0103  MODELED GRAV-     980,578.6   (mgal)                       NAVD 88
 RR0103
 RR0103  VERT ORDER  -  SECOND    CLASS 0
 RR0103
 RR0103.The horizontal coordinates were scaled from a topographic map and have
 RR0103.an estimated accuracy of +/- 6 seconds.
 RR0103
 RR0103.The orthometric height was determined by differential leveling
 RR0103.and adjusted by the National Geodetic Survey in June 1991..
 RR0103
 RR0103.The geoid height was determined by GEOID03.
 RR0103
 RR0103.The dynamic height is computed by dividing the NAVD 88
 RR0103.geopotential number by the normal gravity value computed on the
 RR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0103.degrees latitude (g = 980.6199 gals.).
 RR0103
 RR0103.The modeled gravity was interpolated from observed gravity values.
 RR0103
 RR0103;                    North         East    Units  Estimated Accuracy
 RR0103;SPC ND S     -    68,610.      598,220.      MT  (+/- 180 meters Scaled)
 RR0103
 RR0103                          SUPERSEDED SURVEY CONTROL
 RR0103
 RR0103  NGVD 29 (??/??/92)  592.018  (m)         1942.31   (f) ADJ UNCH    2 0
 RR0103
 RR0103.Superseded values are not recommended for survey control.
 RR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0103.See file dsdata.txt to determine how the superseded data were derived.
 RR0103
 RR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS826267(NAD 83)
 RR0103_MARKER: DZ = AZIMUTH MARK DISK
 RR0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0103_STAMPING: HEER AZIMUTH 1934
 RR0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0103+STABILITY: SURFACE MOTION
 RR0103
 RR0103  HISTORY     - Date     Condition        Report By
 RR0103  HISTORY     - 1934     MONUMENTED       CGS
 RR0103  HISTORY     - 1945     GOOD             NGS
 RR0103  HISTORY     - 1957     GOOD             NGS
 RR0103
 RR0103                          STATION DESCRIPTION
 RR0103
 RR0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RR0103'37.9 MI W FROM LINTON.
 RR0103'TO REACH THE MARK FROM THE RAILROAD STATION AT LINTON GO 4.5 MILES
 RR0103'SOUTH ALONG HIGHWAY NO.83 TO A CROSS ROAD RUNNING EAST AND WEST.
 RR0103'THENCE WEST FOR 23.1 MILES TO A NORTH TURN IN THE ROAD, THENCE NORTH
 RR0103'FOR 10.6 MILES TO A LARGE TABLELAND.  THE MARK IS 15.0 FEET SOUTH OF
 RR0103'THE CENTER OF THE ROAD RUNNING EAST AND WEST.  AND 1.0 FOOT SOUTH OF A
 RR0103'FENCE, 0.2 MILES NORTH OF THE STATION AND SOUTH END OF TABLELAND, 2.5
 RR0103'FEET EAST OF A WHITE 4/4 MARKER POST.  STAMPED HEER AZIMUTH 1934.
 RR0103
 RR0103                          STATION RECOVERY (1957)
 RR0103
 RR0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0102 ***********************************************************************
 RR0102  DESIGNATION -  HEER RM 1
 RR0102  PID         -  RR0102
 RR0102  STATE/COUNTY-  ND/EMMONS
 RR0102  USGS QUAD   -  CANNON BALL SE (1968)
 RR0102
 RR0102                         *CURRENT SURVEY CONTROL
 RR0102  ___________________________________________________________________
 RR0102* NAD 83(1986)-  46 16 52.     (N)    100 31 22.     (W)     SCALED    
 RR0102* NAVD 88     -       594.768  (meters)    1951.33   (feet)  ADJUSTED  
 RR0102  ___________________________________________________________________
 RR0102  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0102  DYNAMIC HT  -         594.758 (meters)    1951.30  (feet)  COMP
 RR0102  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 RR0102
 RR0102  VERT ORDER  -  SECOND    CLASS 0
 RR0102
 RR0102.The horizontal coordinates were scaled from a topographic map and have
 RR0102.an estimated accuracy of +/- 6 seconds.
 RR0102
 RR0102.The orthometric height was determined by differential leveling
 RR0102.and adjusted by the National Geodetic Survey in June 1991..
 RR0102
 RR0102.The geoid height was determined by GEOID03.
 RR0102
 RR0102.The dynamic height is computed by dividing the NAVD 88
 RR0102.geopotential number by the normal gravity value computed on the
 RR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0102.degrees latitude (g = 980.6199 gals.).
 RR0102
 RR0102.The modeled gravity was interpolated from observed gravity values.
 RR0102
 RR0102;                    North         East    Units  Estimated Accuracy
 RR0102;SPC ND S     -    68,300.      598,250.      MT  (+/- 180 meters Scaled)
 RR0102
 RR0102                          SUPERSEDED SURVEY CONTROL
 RR0102
 RR0102  NGVD 29 (??/??/92)  594.379  (m)         1950.06   (f) ADJ UNCH    2 0
 RR0102
 RR0102.Superseded values are not recommended for survey control.
 RR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0102.See file dsdata.txt to determine how the superseded data were derived.
 RR0102
 RR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS826264(NAD 83)
 RR0102_MARKER: DR = REFERENCE MARK DISK
 RR0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0102_STAMPING: HEER R.M. NO.1 1934
 RR0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0102+STABILITY: SURFACE MOTION
 RR0102
 RR0102  HISTORY     - Date     Condition        Report By
 RR0102  HISTORY     - 1934     MONUMENTED       CGS
 RR0102  HISTORY     - 1945     GOOD             NGS
 RR0102  HISTORY     - 1957     GOOD             NGS
 RR0102
 RR0102                          STATION DESCRIPTION
 RR0102
 RR0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RR0102'37.7 MI W FROM LINTON.
 RR0102'600.0 FEET EAST OF A SECTION LINE ROAD. 143.0 FEET NORTHEAST OF THE
 RR0102'SOUTHWEST CORNER OF THE TABLE-LAND AREA. 123.7 FEET NORTHEAST OF
 RR0102'TRIANGULATION STATION HEER 1934. 0.2 MILES SOUTH OF A SECTION LINE
 RR0102'FENCE.  STAMPED HEER R.M. NO. 1 1934.
 RR0102
 RR0102                          STATION RECOVERY (1957)
 RR0102
 RR0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0100 ***********************************************************************
 RR0100  DESIGNATION -  HEER RM 2
 RR0100  PID         -  RR0100
 RR0100  STATE/COUNTY-  ND/EMMONS
 RR0100  USGS QUAD   -  CANNON BALL SE (1968)
 RR0100
 RR0100                         *CURRENT SURVEY CONTROL
 RR0100  ___________________________________________________________________
 RR0100* NAD 83(1986)-  46 16 52.     (N)    100 31 22.     (W)     SCALED    
 RR0100* NAVD 88     -       595.075  (meters)    1952.34   (feet)  ADJUSTED  
 RR0100  ___________________________________________________________________
 RR0100  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0100  DYNAMIC HT  -         595.065 (meters)    1952.31  (feet)  COMP
 RR0100  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 RR0100
 RR0100  VERT ORDER  -  SECOND    CLASS 0
 RR0100
 RR0100.The horizontal coordinates were scaled from a topographic map and have
 RR0100.an estimated accuracy of +/- 6 seconds.
 RR0100
 RR0100.The orthometric height was determined by differential leveling
 RR0100.and adjusted by the National Geodetic Survey in June 1991..
 RR0100
 RR0100.The geoid height was determined by GEOID03.
 RR0100
 RR0100.The dynamic height is computed by dividing the NAVD 88
 RR0100.geopotential number by the normal gravity value computed on the
 RR0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0100.degrees latitude (g = 980.6199 gals.).
 RR0100
 RR0100.The modeled gravity was interpolated from observed gravity values.
 RR0100
 RR0100;                    North         East    Units  Estimated Accuracy
 RR0100;SPC ND S     -    68,300.      598,250.      MT  (+/- 180 meters Scaled)
 RR0100
 RR0100                          SUPERSEDED SURVEY CONTROL
 RR0100
 RR0100  NGVD 29 (??/??/92)  594.686  (m)         1951.07   (f) ADJ UNCH    2 0
 RR0100
 RR0100.Superseded values are not recommended for survey control.
 RR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0100.See file dsdata.txt to determine how the superseded data were derived.
 RR0100
 RR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS826264(NAD 83)
 RR0100_MARKER: DR = REFERENCE MARK DISK
 RR0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0100_STAMPING: HEER R. M. NO.2 1934
 RR0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0100+STABILITY: SURFACE MOTION
 RR0100
 RR0100  HISTORY     - Date     Condition        Report By
 RR0100  HISTORY     - 1934     MONUMENTED       CGS
 RR0100  HISTORY     - 1945     GOOD             NGS
 RR0100  HISTORY     - 1957     GOOD             NGS
 RR0100
 RR0100                          STATION DESCRIPTION
 RR0100
 RR0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 RR0100'37.7 MI W FROM LINTON.
 RR0100'SEE DESCRIPTION OF TRIANGULATION STATION HEER 1934.  112.3 FEET
 RR0100'NORTHWEST OF THE STATION AT THE HEAD OF A SMALL RAVINE.  2.5 FEET FROM
 RR0100'A 4X4 INCH WHITE WOODEN WITNESS POST.  STAMPED HEER R.M. NO. 2 1934.
 RR0100
 RR0100                          STATION RECOVERY (1957)
 RR0100
 RR0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0922 ***********************************************************************
 RR0922  DESIGNATION -  HEIL
 RR0922  PID         -  RR0922
 RR0922  STATE/COUNTY-  ND/GRANT
 RR0922  USGS QUAD   -  HEIL (1980)
 RR0922
 RR0922                         *CURRENT SURVEY CONTROL
 RR0922  ___________________________________________________________________
 RR0922* NAD 83(1996)-  46 25 15.76085(N)    101 44 20.80837(W)     ADJUSTED  
 RR0922* NAVD 88     -       725.6    (meters)    2381.     (feet)  VERTCON   
 RR0922  ___________________________________________________________________
 RR0922  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 RR0922  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 RR0922
 RR0922  HORZ ORDER  -  SECOND
 RR0922
 RR0922.The horizontal coordinates were established by classical geodetic methods
 RR0922.and adjusted by the National Geodetic Survey in January 1998..
 RR0922
 RR0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0922
 RR0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0922
 RR0922.The geoid height was determined by GEOID03.
 RR0922
 RR0922;                    North         East     Units Scale Factor Converg.
 RR0922;SPC ND S     -    84,605.132   504,752.439   MT  0.99996176   -0 54 13.6
 RR0922;SPC ND S     -   277,575.89  1,656,011.94   iFT  0.99996176   -0 54 13.6
 RR0922;UTM  14      - 5,144,476.192   289,522.502   MT  1.00014458   -1 59 06.0
 RR0922
 RR0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0922!SPC ND S     -   0.99988934  x   0.99996176  =   0.99985110
 RR0922!UTM  14      -   0.99988934  x   1.00014458  =   1.00003390
 RR0922
 RR0922|---------------------------------------------------------------------|
 RR0922| PID    Reference Object                     Distance      Geod. Az  |
 RR0922|                                                           dddmmss.s |
 RR0922| CQ7814 HEIL RM 1                             7.220 METERS 10341     |
 RR0922| CQ7812 HEIL AZ MK                                         1713051.3 |
 RR0922| CQ7813 HEIL AZ MK RESET                                   1724842.7 |
 RR0922| RR0938 ELGIN TANK                          APPROX. 8.2 KM 2590312.2 |
 RR0922| CQ7815 HEIL RM 2                             9.813 METERS 27537     |
 RR0922|---------------------------------------------------------------------|
 RR0922
 RR0922                          SUPERSEDED SURVEY CONTROL
 RR0922
 RR0922  NAD 83(1986)-  46 25 15.75221(N)    101 44 20.80273(W) AD(       ) 2
 RR0922  NAD 27      -  46 25 15.72500(N)    101 44 19.30000(W) AD(       ) 2
 RR0922  NGVD 29 (07/19/86)  725.1    (m)         2379.     (f) VERT ANG       
 RR0922
 RR0922.Superseded values are not recommended for survey control.
 RR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0922.See file dsdata.txt to determine how the superseded data were derived.
 RR0922
 RR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8952344476(NAD 83)
 RR0922_MARKER: DD = SURVEY DISK
 RR0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0922
 RR0922  HISTORY     - Date     Condition        Report By
 RR0922  HISTORY     - 1951     MONUMENTED       USGS
 RR0922  HISTORY     - 1951     GOOD             USGS
 RR0922  HISTORY     - 1959     GOOD             CGS
 RR0922
 RR0922                          STATION DESCRIPTION
 RR0922
 RR0922'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0922'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HEIL, ON TOP
 RR0922'OF A LOW, PROMINENT KNOLL, 35 FEET EAST OF THE WEST EDGE OF
 RR0922'THE KNOLL, AND 8 FEET SOUTH OF THE HIGHEST POINT OF THE
 RR0922'KNOLL.
 RR0922'
 RR0922'TO REACH THE STATION FROM THE POST OFFICE IN HEIL, GO NORTH
 RR0922'ON A GRAVELED ROAD FOR 0.75 MILE TO THE JUNCTION WITH STATE
 RR0922'HIGHWAY NO. 21.  THEN LEFT, WEST, ON NO. 21 (GRAVELED ROAD)
 RR0922'FOR 0.8 MILE.  THEN RIGHT, NORTH, ON A GRADED DIRT ROAD FOR
 RR0922'1.0 MILE.  THEN LEFT, WEST, FOR 1.0 MILE TO THE AZIMUTH MARK
 RR0922'ON THE LEFT AS DESCRIBED.  TURN RIGHT, NORTH, ON A TRACK
 RR0922'ROAD FOR 0.4 MILE.  THEN LEFT, WEST, ACROSS PASTURE LAND FOR
 RR0922'0.05 MILE TO THE TOP OF THE KNOLL AND THE STATION AS
 RR0922'DESCRIBED.
 RR0922'
 RR0922'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RR0922'MARK DISK STAMPED HEIL 1941 SET IN THE TOP OF A 10-INCH SQUARE
 RR0922'CONCRETE POST THAT PROJECTS 3 INCHES.
 RR0922'
 RR0922'REFERENCE MARK NO. 1 IS LOCATED NEAR THE EAST EDGE OF THE
 RR0922'KNOLL.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED HEIL
 RR0922'USGS NO 1 1951.
 RR0922'
 RR0922'REFERENCE MARK NO. 2 IS LOCATED NEAR THE WEST EDGE OF THE KNOLL.
 RR0922'IT IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED HEIL
 RR0922'USGS NO 2 1951.
 RR0922'
 RR0922'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF THE GRADED
 RR0922'DIRT ROAD, 22 FEET EAST OF THE CENTER OF A DIRT ROAD, 4 FEET
 RR0922'NORTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF THE WIRE
 RR0922'FENCE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HEIL
 RR0922'USGS 1951.
 RR0922'
 RR0922'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 ARE STANDARD DISKS
 RR0922'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.  REFERENCE MARK
 RR0922'NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 RR0922'BEDROCK.
 RR0922
 RR0922                          STATION RECOVERY (1951)
 RR0922
 RR0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0922'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0922
 RR0922                          STATION RECOVERY (1959)
 RR0922
 RR0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0922'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 RR0922'AZIMUTH MARK, FOUND IN GOOD CONDITION.  THE TOP OF THE AZIMUTH
 RR0922'MARK HAD BEEN BROKEN OFF AND WAS FOUND LYING ON TOP OF THE
 RR0922'GROUND.  A NEW AZIMUTH MARK WAS SET IN THE VICINITY OF THE
 RR0922'ORIGINAL SITE.
 RR0922'
 RR0922'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH-SOUTHEAST OF THE
 RR0922'STATION, IN THE SOUTHWEST ANGLE OF CROSSROADS, ABOUT 27 FEET
 RR0922'WEST OF CENTERLINE OF NORTH-SOUTH ROAD, ABOUT 22 FEET SOUTH
 RR0922'OF CENTERLINE OF EAST-WEST ROAD, 9 FEET WEST OF A FENCE CORNER
 RR0922'AND 1 FOOT NORTH OF THE EAST-WEST FENCE LINE.  A STANDARD
 RR0922'AZIMUTH MARK DISK, STAMPED HEIL USGS 1951 RESET 1959 AND SET
 RR0922'IN TOP OF CONCRETE POST PROJECTING 4 INCHES.
 RR0922'
 RR0922'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0924 ***********************************************************************
 RR0924  DESIGNATION -  HEIL CATHOLIC CHURCH
 RR0924  PID         -  RR0924
 RR0924  STATE/COUNTY-  ND/GRANT
 RR0924  USGS QUAD   -  HEIL (1980)
 RR0924
 RR0924                         *CURRENT SURVEY CONTROL
 RR0924  ___________________________________________________________________
 RR0924* NAD 83(1996)-  46 23 21.11093(N)    101 42 15.66932(W)     ADJUSTED  
 RR0924* NAVD 88     -                                                        
 RR0924  ___________________________________________________________________
 RR0924  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 RR0924  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 RR0924
 RR0924  HORZ ORDER  -  THIRD
 RR0924
 RR0924.The horizontal coordinates were established by classical geodetic methods
 RR0924.and adjusted by the National Geodetic Survey in January 1998..
 RR0924
 RR0924
 RR0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0924
 RR0924.The geoid height was determined by GEOID03.
 RR0924
 RR0924;                    North         East     Units Scale Factor Converg.
 RR0924;SPC ND S     -    81,024.009   507,369.935   MT  0.99996590   -0 52 42.4
 RR0924;SPC ND S     -   265,826.80  1,664,599.52   iFT  0.99996590   -0 52 42.4
 RR0924;UTM  14      - 5,140,845.703   292,072.429   MT  1.00013147   -1 57 31.5
 RR0924
 RR0924                          SUPERSEDED SURVEY CONTROL
 RR0924
 RR0924  NAD 83(1986)-  46 23 21.10209(N)    101 42 15.66320(W) AD(       ) 4
 RR0924  NAD 27      -  46 23 21.08509(N)    101 42 14.18160(W) AD(       ) 3
 RR0924
 RR0924.Superseded values are not recommended for survey control.
 RR0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0924.See file dsdata.txt to determine how the superseded data were derived.
 RR0924
 RR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9207240846(NAD 83)
 RR0924_MARKER: 91 = CHURCH CROSS
 RR0924
 RR0924  HISTORY     - Date     Condition        Report By
 RR0924  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0924  HISTORY     - 1951     GOOD             CGS
 RR0924  HISTORY     - 1959     GOOD             CGS
 RR0924  HISTORY     - 1975     GOOD             USGS
 RR0924
 RR0924                          STATION DESCRIPTION
 RR0924
 RR0924'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0924'LOCATED IN VILLAGE OF HEIL.  POINT OBSERVED UPON WAS TIP OF CROSS OF
 RR0924'PEACE LUTHERAN CHURCH IN ABOUT SW. CORNER OF VILLAGE.  THIS IS THE
 RR0924'TALLEST CHURCH SPIRE IN TOWN.  STATION MARK--CROSS ON PEAK OF SPIRE.
 RR0924
 RR0924                          STATION RECOVERY (1951)
 RR0924
 RR0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0924'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE VILLAGE
 RR0924'OF HEIL, 1 BLOCK SOUTH OF THE REFORM CHURCH, AND 1 BLOCK WEST
 RR0924'OF THE MAIN STREET.
 RR0924'
 RR0924'THE SPIRE IS ON THE EAST EDGE OF THE ROOF OF A WHITE, WOOD
 RR0924'FRAME BUILDING.  THERE IS A CROSS AT THE APEX OF THE SPIRE,
 RR0924'AND THE BASE OF THE CROSS IS 62 FEET ABOVE THE GROUND.  THE
 RR0924'POINT OBSERVED WAS THE BASE OF THE CROSS.
 RR0924
 RR0924                          STATION RECOVERY (1959)
 RR0924
 RR0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0924'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD REPAIR.
 RR0924
 RR0924                          STATION RECOVERY (1975)
 RR0924
 RR0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (RVS)
 RR0924'THE HEIL PEACE LUTHERAN CHURCH WAS HIT BY LIGHTENING AND
 RR0924'BURNED TO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0381 ***********************************************************************
 RS0381  DESIGNATION -  HEINLE
 RS0381  PID         -  RS0381
 RS0381  STATE/COUNTY-  ND/STARK
 RS0381  USGS QUAD   -  CLARK BUTTE NE (1960)
 RS0381
 RS0381                         *CURRENT SURVEY CONTROL
 RS0381  ___________________________________________________________________
 RS0381* NAD 83(1996)-  46 44 07.80036(N)    102 06 27.88320(W)     ADJUSTED  
 RS0381* NAVD 88     -       757.7    (meters)    2486.     (feet)  VERTCON   
 RS0381  ___________________________________________________________________
 RS0381  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 RS0381  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 RS0381
 RS0381  HORZ ORDER  -  FIRST
 RS0381
 RS0381.The horizontal coordinates were established by classical geodetic methods
 RS0381.and adjusted by the National Geodetic Survey in January 1998..
 RS0381
 RS0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0381
 RS0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0381
 RS0381.The geoid height was determined by GEOID03.
 RS0381
 RS0381;                    North         East     Units Scale Factor Converg.
 RS0381;SPC ND S     -   120,065.097   477,135.470   MT  0.99993734   -1 10 21.6
 RS0381;SPC ND S     -   393,914.36  1,565,405.09   iFT  0.99993734   -1 10 21.6
 RS0381;UTM  13      - 5,179,834.735   720,962.518   MT  1.00020015   +2 06 25.1
 RS0381
 RS0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0381!SPC ND S     -   0.99988419  x   0.99993734  =   0.99982154
 RS0381!UTM  13      -   0.99988419  x   1.00020015  =   1.00008431
 RS0381
 RS0381:                Primary Azimuth Mark                     Grid Az
 RS0381:SPC ND S     -  HEINLE AZ MK                             008 10 10.4
 RS0381:UTM  13      -  HEINLE AZ MK                             004 53 23.7
 RS0381
 RS0381|---------------------------------------------------------------------|
 RS0381| PID    Reference Object                     Distance      Geod. Az  |
 RS0381|                                                           dddmmss.s |
 RS0381| CQ7816 HEINLE AZ MK                                       0065948.8 |
 RS0381| CQ7817 HEINLE RM 1                          11.223 METERS 06237     |
 RS0381| CQ7818 HEINLE RM 2                           9.809 METERS 32212     |
 RS0381|---------------------------------------------------------------------|
 RS0381
 RS0381                          SUPERSEDED SURVEY CONTROL
 RS0381
 RS0381  NAD 83(1986)-  46 44 07.79444(N)    102 06 27.87635(W) AD(       ) 1
 RS0381  NAD 27      -  46 44 07.78000(N)    102 06 26.28600(W) AD(       ) 1
 RS0381  NGVD 29 (07/19/86)  757.2    (m)         2484.     (f) VERT ANG       
 RS0381
 RS0381.Superseded values are not recommended for survey control.
 RS0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0381.See file dsdata.txt to determine how the superseded data were derived.
 RS0381
 RS0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM2096379835(NAD 83)
 RS0381_MARKER: DS = TRIANGULATION STATION DISK
 RS0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0381_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0381
 RS0381  HISTORY     - Date     Condition        Report By
 RS0381  HISTORY     - 1951     MONUMENTED       CGS
 RS0381  HISTORY     - 1961     GOOD             CGS
 RS0381
 RS0381                          STATION DESCRIPTION
 RS0381
 RS0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0381'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF HEBRON, ABOUT
 RS0381'0.75 MILE WEST OF THE MORTON-STARK COUNTY LINE, AND ON A
 RS0381'HIGH HILL ON LAND OWNED BY MR. EMIL HEINLE.
 RS0381'
 RS0381'TO REACH FROM THE POST OFFICE IN HEBRON, GO WEST ONE-HALF BLOCK.
 RS0381'TURN LEFT AND GO SOUTH ON GRAVELED STREET FOR 0.35 MILE TO U.S.
 RS0381'HIGHWAY 10.  TURN RIGHT WEST ON HIGHWAY FOR 0.35 MILE TO A SIDE
 RS0381'ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 6.2
 RS0381'MILES TO A FORK.  BEAR RIGHT AND GO WEST FOR 1.0 MILE TO
 RS0381'POINT WHERE MAIN ROAD TURNS LEFT.  TURN LEFT AND SOUTH FOR 4.15
 RS0381'MILES TO A CROSSROAD.  TURN RIGHT AND WEST FOR 1.25 MILES
 RS0381'TO A DRIVEWAY ON RIGHT AND A WIRE GATE ON LEFT.  TURN LEFT
 RS0381'THROUGH GATE AND GO SOUTHWEST AND SOUTH ON MAIN TRACK ROAD
 RS0381'FOR 0.7 MILE TO A WIRE GATE AND AZIMUTH MARK ON RIGHT.  PASS
 RS0381'THROUGH GATE AND CONTINUE SOUTH ON TRACK ROAD FOR 0.25
 RS0381'MILE TO FOOT OF HILL.  BEAR LEFT OFF TRACK ROAD AND GO
 RS0381'SOUTHEAST FOR 0.05 MILE TO TOP OF HILL AND STATION.
 RS0381'
 RS0381'STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED HEINLE
 RS0381'1951.
 RS0381'
 RS0381'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RS0381'HEINLE NO 1 1951.
 RS0381'
 RS0381'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RS0381'HEINLE NO 2 1951.
 RS0381'
 RS0381'AZIMUTH MARK 33 FEET WEST OF CENTER OF TRACK ROAD AND 1 FOOT
 RS0381'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES, AND THE
 RS0381'DISK IS STAMPED HEINLE 1951.
 RS0381'
 RS0381'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0381'CYLINDERS.
 RS0381
 RS0381                          STATION RECOVERY (1961)
 RS0381
 RS0381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RS0381'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RS0381'CONDITION.  A TALL MICROWAVE TOWER HAS BEEN ERECTED ABOUT 120
 RS0381'FEET NORTH OF THE STATION AND A GOOD ROAD IS MAINTAINED TO
 RS0381'THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1657 ***********************************************************************
 SN1657  DESIGNATION -  HENRICHS
 SN1657  PID         -  SN1657
 SN1657  STATE/COUNTY-  ND/MCLEAN
 SN1657  USGS QUAD   -  WASHBURN SW (1980)
 SN1657
 SN1657                         *CURRENT SURVEY CONTROL
 SN1657  ___________________________________________________________________
 SN1657* NAD 83(1996)-  47 21 16.98118(N)    101 09 48.51981(W)     ADJUSTED  
 SN1657* NAVD 88     -       621.9    (meters)    2040.     (feet)  VERTCON   
 SN1657  ___________________________________________________________________
 SN1657  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 SN1657  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SN1657
 SN1657  HORZ ORDER  -  FIRST
 SN1657
 SN1657.The horizontal coordinates were established by classical geodetic methods
 SN1657.and adjusted by the National Geodetic Survey in January 1998..
 SN1657
 SN1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1657
 SN1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1657
 SN1657.The geoid height was determined by GEOID03.
 SN1657
 SN1657;                    North         East     Units Scale Factor Converg.
 SN1657;SPC ND N     -    39,653.818   549,873.278   MT  1.00001638   -0 29 37.4
 SN1657;SPC ND N     -   130,097.83  1,804,046.19   iFT  1.00001638   -0 29 37.4
 SN1657;SPC ND S     -   187,855.203   549,875.225   MT  0.99997705   -0 29 02.1
 SN1657;SPC ND S     -   616,322.84  1,804,052.58   iFT  0.99997705   -0 29 02.1
 SN1657;UTM  14      - 5,246,853.249   336,615.241   MT  0.99992807   -1 35 30.2
 SN1657
 SN1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1657!SPC ND N     -   0.99990573  x   1.00001638  =   0.99992211
 SN1657!SPC ND S     -   0.99990573  x   0.99997705  =   0.99988278
 SN1657!UTM  14      -   0.99990573  x   0.99992807  =   0.99983381
 SN1657
 SN1657:                Primary Azimuth Mark                     Grid Az
 SN1657:SPC ND N     -  HENRICHS AZ MK                           034 47 22.2
 SN1657:SPC ND S     -  HENRICHS AZ MK                           034 46 46.9
 SN1657:UTM  14      -  HENRICHS AZ MK                           035 53 15.0
 SN1657
 SN1657|---------------------------------------------------------------------|
 SN1657| PID    Reference Object                     Distance      Geod. Az  |
 SN1657|                                                           dddmmss.s |
 SN1657| CQ7819 HENRICHS AZ MK                                     0341744.8 |
 SN1657| CQ7820 HENRICHS RM 1                                      08940     |
 SN1657| SN1655 WASHBURN MUNICIPAL TANK             APPROX.12.3 KM 1240716.1 |
 SN1657| SN1654 WASHBURN MC LEAN CO CTHSE CUP       APPROX.12.6 KM 1242932.3 |
 SN1657| CQ7821 HENRICHS RM 2                        21.032 METERS 34611     |
 SN1657|---------------------------------------------------------------------|
 SN1657
 SN1657                          SUPERSEDED SURVEY CONTROL
 SN1657
 SN1657  NAD 83(1986)-  47 21 16.98021(N)    101 09 48.50873(W) AD(       ) 1
 SN1657  NAD 27      -  47 21 17.00300(N)    101 09 46.94900(W) AD(       ) 1
 SN1657  NGVD 29 (07/19/86)  621.5    (m)         2039.     (f) VERT ANG       
 SN1657
 SN1657.Superseded values are not recommended for survey control.
 SN1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1657.See file dsdata.txt to determine how the superseded data were derived.
 SN1657
 SN1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3661546853(NAD 83)
 SN1657_MARKER: DS = TRIANGULATION STATION DISK
 SN1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1657
 SN1657  HISTORY     - Date     Condition        Report By
 SN1657  HISTORY     - 1934     MONUMENTED       CGS
 SN1657  HISTORY     - 1957     SEE DESCRIPTION  CGS
 SN1657  HISTORY     - 1968     SEE DESCRIPTION  CGS
 SN1657
 SN1657                          STATION DESCRIPTION
 SN1657
 SN1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1657'STATION IS AT THE HIGHEST POINT OF A CONSPICUOUS HILL ABOUT
 SN1657'3 MILES W OF FALKIRK.  THIS HILL LIES IN SEC. 29, T 145 N, R 82 W.
 SN1657'
 SN1657'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1657'BRONZE DISKS SET IN CONCRETE.
 SN1657'
 SN1657'THE STATION MARK IS 16 FEET E OF A FENCE LINE AND IS ON THE
 SN1657'E SIDE OF A DEEP ROAD CUT.
 SN1657'
 SN1657'REFERENCE MARK NO. 1 IS E OF THE STATION.  REFERENCE MARK NO. 2 IS
 SN1657'NNW OF THE STATION.
 SN1657'
 SN1657'THE AZIMUTH MARK IS ABOUT 3/8 MILE NE OF THE STATION.  IT IS 21
 SN1657'FEET S OF THE CENTER OF THE ROAD AND IS 33 FEET E OF THE FENCE
 SN1657'CORNER POST AT THE LANE INTO THE HENRICHS FARM.
 SN1657'
 SN1657'THE STATION IS REACHED FROM FALKIRK, BY GOING W 0.3 MILE.  TURN
 SN1657'S AND GO 0.4 MILE.  TURN W ON SECTION-LINE ROAD AND GO 3.0 MILES.
 SN1657'TURN S AND PASS THROUGH A DEEP CUT, GO 0.2 MILE TO A GATE ON THE
 SN1657'E SIDE OF THE ROAD.  PASS THROUGH THE GATE AND DRIVE N UP THE
 SN1657'HILL ABOUT 100 YARDS TO THE HIGHEST POINT AND THE STATION.
 SN1657'
 SN1657'A 4-FOOT STAND WAS ERECTED.
 SN1657
 SN1657                          STATION RECOVERY (1957)
 SN1657
 SN1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1657'THIS STATION HAS BEEN DESTROYED.  THE STATION MARK AND R.M. NO.
 SN1657'2 WERE DESTROYED BY HIGHWAY CONSTRUCTION.  R.M. NO. 1 WAS
 SN1657'DESTROYED WHEN A LARGE TRANSMISSION LINE TOWER WAS ERECTED AT
 SN1657'THE SITE.  THE AZIMUTH MARK WAS RECOVERED BUT THERE IS A
 SN1657'POSSIBILITY THAT THIS MARK HAS BEEN MOVED.  THE DISTANCE DID NOT
 SN1657'CHECK FROM THE CENTER LINE OF THE ROAD OR FROM FENCE CORNER.
 SN1657
 SN1657                          STATION RECOVERY (1968)
 SN1657
 SN1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 SN1657'STATION AND ALL MARKS INCLUDING THE AZIMUTH MARK DESTROYED BY
 SN1657'ROAD CONSTRUCTION AND CONSTRUCTION OF A LARGE TRANSMISSION LINE
 SN1657'TOWER.  DEWEY 1967 (USGS) WAS FOUND AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1558 ***********************************************************************
 SL1558  DESIGNATION -  HERBERG
 SL1558  PID         -  SL1558
 SL1558  STATE/COUNTY-  ND/TRAILL
 SL1558  USGS QUAD   -  CALEDONIA (1964)
 SL1558
 SL1558                         *CURRENT SURVEY CONTROL
 SL1558  ___________________________________________________________________
 SL1558* NAD 83(1996)-  47 24 37.03804(N)    096 57 13.36264(W)     ADJUSTED  
 SL1558* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 SL1558  ___________________________________________________________________
 SL1558  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 SL1558  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 SL1558
 SL1558  HORZ ORDER  -  SECOND
 SL1558
 SL1558.The horizontal coordinates were established by classical geodetic methods
 SL1558.and adjusted by the National Geodetic Survey in January 1998..
 SL1558
 SL1558.The orthometric height was scaled from a topographic map.
 SL1558
 SL1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1558
 SL1558.The geoid height was determined by GEOID03.
 SL1558
 SL1558;                    North         East     Units Scale Factor Converg.
 SL1558;SPC ND N     -    51,778.730   867,551.443   MT  1.00000461   +2 38 20.1
 SL1558;SPC ND N     -   169,877.72  2,846,297.39   iFT  1.00000461   +2 38 20.1
 SL1558;SPC MN N     -   208,447.758   509,294.112   MT  0.99993018   -2 51 23.2
 SL1558;UTM  14      - 5,252,789.532   654,372.601   MT  0.99989287   +1 30 24.5
 SL1558
 SL1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1558!SPC ND N     -   0.99996210  x   1.00000461  =   0.99996671
 SL1558!SPC MN N     -   0.99996210  x   0.99993018  =   0.99989228
 SL1558!UTM  14      -   0.99996210  x   0.99989287  =   0.99985497
 SL1558
 SL1558:                Primary Azimuth Mark                     Grid Az
 SL1558:SPC ND N     -  HERBERG AZ MK                            056 49 13.2
 SL1558:SPC MN N     -  HERBERG AZ MK                            062 18 56.5
 SL1558:UTM  14      -  HERBERG AZ MK                            057 57 08.8
 SL1558
 SL1558|---------------------------------------------------------------------|
 SL1558| PID    Reference Object                     Distance      Geod. Az  |
 SL1558|                                                           dddmmss.s |
 SL1558| CO9712 HERBERG AZ MK                                      0592733.3 |
 SL1558| SL1547 SHELLY MUNICIPAL TANK               APPROX.11.5 KM 0614759.6 |
 SL1558| SL1552 HALSTAD MUNICIPAL TANK              APPROX.11.6 KM 1244821.6 |
 SL1558| CO9713 HERBERG RM 1                         26.113 METERS 16043     |
 SL1558| SL1296 HILLSBORO TRAILL CO CTHSE DOME      APPROX. 8.3 KM 2645707.1 |
 SL1558| SL1297 HILLSBORO MUNICIPAL TANK            APPROX. 8.2 KM 2662015.1 |
 SL1558| CO9714 HERBERG RM 2                         24.741 METERS 29218     |
 SL1558| SL1298 TAFT ELDORADO ELEV VENTILATOR       APPROX.10.1 KM 3000903.4 |
 SL1558|---------------------------------------------------------------------|
 SL1558
 SL1558                          SUPERSEDED SURVEY CONTROL
 SL1558
 SL1558  NAD 83(1986)-  47 24 37.03686(N)    096 57 13.35488(W) AD(       ) 2
 SL1558  NAD 27      -  47 24 37.12300(N)    096 57 12.05400(W) AD(       ) 2
 SL1558
 SL1558.Superseded values are not recommended for survey control.
 SL1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1558.See file dsdata.txt to determine how the superseded data were derived.
 SL1558
 SL1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5437352790(NAD 83)
 SL1558_MARKER: DS = TRIANGULATION STATION DISK
 SL1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1558
 SL1558  HISTORY     - Date     Condition        Report By
 SL1558  HISTORY     - 1954     MONUMENTED       CGS
 SL1558  HISTORY     - 1962     GOOD             USGS
 SL1558  HISTORY     - 1964     GOOD             CGS
 SL1558
 SL1558                          STATION DESCRIPTION
 SL1558
 SL1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1558'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF MR. GEORGE
 SL1558'ACKERMANS PASTURE.  IT IS 7 MILES SOUTHEAST OF SHELLY, 7 MILES
 SL1558'NORTHWEST OF HALSTAD, AND 6 MILES EAST OF HILLSBORO.
 SL1558'
 SL1558'REACHED FROM THE HILLSBORO GRADE SCHOOL BUILDING IN HILLSBORO
 SL1558'BY GOING EAST ON A SURFACED STREET FOR 0.2 MILE TO A T-ROAD.
 SL1558'TURN LEFT AND GO NORTH AND EAST ON A MAIN TRAVELED ROAD
 SL1558'FOR 4.4 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, EASTERLY,
 SL1558'FOR 0.4 MILE TO MR. ACKERMANS LANE AND THE STATION ON THE RIGHT.
 SL1558'
 SL1558'THE STATION MARK IS 126 FEET SOUTH OF THE APPROXIMATE CENTER
 SL1558'OF THE GRAVELED ROAD, 73 FEET WEST OF THE APPROXIMATE CENTER OF
 SL1558'THE LANE, 40 FEET SOUTHWEST OF A FENCE CORNER-POST, AND 33
 SL1558'FEET SOUTH OF A WITNESS POST.  THE MARK IS LEVEL WITH THE GROUND
 SL1558'SURFACE, AND THE DISK IS STAMPED HERBERG 1954.
 SL1558'
 SL1558'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 109 FEET SOUTH
 SL1558'OF THE FENCE CORNER-POST, 44 FEET WEST OF THE APPROXIMATE
 SL1558'CENTER OF THE LANE, AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK
 SL1558'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HERBERG NO 1 1954.
 SL1558'
 SL1558'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 102 FEET
 SL1558'WEST OF THE FENCE CORNER-POST, 85 FEET SOUTH OF THE APPROXIMATE
 SL1558'CENTER OF THE GRAVELED ROAD, AND 2 FEET SOUTH OF A WIRE FENCE.
 SL1558'THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED HERBERG
 SL1558'NO 2 1954.
 SL1558'
 SL1558'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST AND 0.25 MILE
 SL1558'NORTH OF THE STATION, IS 55 FEET WEST OF THE APPROXIMATE CENTER
 SL1558'OF A GRADED DIRT ROAD, 2 FEET NORTHWEST OF A WITNESS POST, AND
 SL1558'2 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES,
 SL1558'AND THE DISK IS STAMPED HERBERG 1954.
 SL1558'
 SL1558'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SL1558
 SL1558                          STATION RECOVERY (1962)
 SL1558
 SL1558'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SL1558'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SL1558
 SL1558                          STATION RECOVERY (1964)
 SL1558
 SL1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 SL1558'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SL1558'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION
 SL1558'FROM HILLSBORO.
 SL1558'
 SL1558'TO REACH FROM HILLSBORO, FROM THE STOP LIGHT ON U.S. HIGHWAY
 SL1558'81, GO EAST ON A STREET FOR 0.45 MILE TO A T-INTERSECTION, TURN
 SL1558'LEFT AND GO NORTH AND EAST ON MAIN ROAD FOR 4.35 MILES TO
 SL1558'CROSSROADS, CONTINUE EAST FOR 0.5 MILE TO A FARM LANE ON THE RIGHT
 SL1558'AND STATION AS ORIGINALLY DESCRIBED.
 SL1558'
 SL1558'THE AZIMUTH MARK IS 0.5 MILE EAST AND 0.25 MILE NORTH OF
 SL1558'STATION, 4 FEET NORTHWEST OF A TELEPHONE POLE AND 1-1/2 FEET
 SL1558'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0803 ***********************************************************************
 RP0803  DESIGNATION -  HERMAN
 RP0803  PID         -  RP0803
 RP0803  STATE/COUNTY-  ND/SARGENT
 RP0803  USGS QUAD   -  HAMLIN (1978)
 RP0803
 RP0803                         *CURRENT SURVEY CONTROL
 RP0803  ___________________________________________________________________
 RP0803* NAD 83(1996)-  46 09 42.65286(N)    097 21 41.22969(W)     ADJUSTED  
 RP0803* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 RP0803  ___________________________________________________________________
 RP0803  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 RP0803  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 RP0803
 RP0803  HORZ ORDER  -  FIRST
 RP0803
 RP0803.The horizontal coordinates were established by classical geodetic methods
 RP0803.and adjusted by the National Geodetic Survey in January 1998..
 RP0803
 RP0803.The orthometric height was scaled from a topographic map.
 RP0803
 RP0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0803
 RP0803.The geoid height was determined by GEOID03.
 RP0803
 RP0803;                    North         East     Units Scale Factor Converg.
 RP0803;SPC ND S     -    59,884.969   842,348.941   MT  1.00000429   +2 17 21.1
 RP0803;SPC ND S     -   196,473.00  2,763,612.01   iFT  1.00000429   +2 17 21.1
 RP0803;UTM  14      - 5,113,335.108   626,505.396   MT  0.99979673   +1 10 55.3
 RP0803
 RP0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0803!SPC ND S     -   0.99994884  x   1.00000429  =   0.99995313
 RP0803!UTM  14      -   0.99994884  x   0.99979673  =   0.99974558
 RP0803
 RP0803:                Primary Azimuth Mark                     Grid Az
 RP0803:SPC ND S     -  HERMAN AZ MK                             050 17 59.1
 RP0803:UTM  14      -  HERMAN AZ MK                             051 24 24.9
 RP0803
 RP0803|---------------------------------------------------------------------|
 RP0803| PID    Reference Object                     Distance      Geod. Az  |
 RP0803|                                                           dddmmss.s |
 RP0803| CO5171 HERMAN AZ MK                                       0523520.2 |
 RP0803| RP0800 LIDGERWOOD MUNICIPAL TANK           APPROX.18.8 KM 1204600.0 |
 RP0803| RP0804 GENESEO ST MARTINS CATHOLIC CH      APPROX.11.5 KM 1471445.5 |
 RP0803| RP0807 CAYUGA ST PETER ST PAULS CH         APPROX.10.0 KM 1912903.7 |
 RP0803| RP0831 RUTLAND NORWEGIAN LUTHERAN CH       APPROX.16.5 KM 2221129.1 |
 RP0803| CO5172 HERMAN RM 1                         165.933 METERS 24944     |
 RP0803| RP0833 FORMAN SARGENT CO CTHSE DOME        APPROX.22.2 KM 2535629.7 |
 RP0803| RP0808 CHURCH SPIRE NW OF CAYUGA           APPROX. 6.7 KM 2752725.5 |
 RP0803| CO5173 HERMAN RM 2                         176.814 METERS 28446     |
 RP0803| RP0813 MILNOR ST ARNOLDS CATHOLIC CH       APPROX.12.4 KM 3250712.3 |
 RP0803| RP0814 MILNOR RSR ELEC COOP RAD MAST       APPROX.11.7 KM 3274155.4 |
 RP0803|---------------------------------------------------------------------|
 RP0803
 RP0803                          SUPERSEDED SURVEY CONTROL
 RP0803
 RP0803  NAD 83(1986)-  46 09 42.65209(N)    097 21 41.22298(W) AD(       ) 1
 RP0803  NAD 27      -  46 09 42.79400(N)    097 21 39.89100(W) AD(       ) 1
 RP0803
 RP0803.Superseded values are not recommended for survey control.
 RP0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0803.See file dsdata.txt to determine how the superseded data were derived.
 RP0803
 RP0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2650513335(NAD 83)
 RP0803_MARKER: DS = TRIANGULATION STATION DISK
 RP0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0803
 RP0803  HISTORY     - Date     Condition        Report By
 RP0803  HISTORY     - 1934     MONUMENTED       CGS
 RP0803  HISTORY     - 1954     GOOD             CGS
 RP0803
 RP0803                          STATION DESCRIPTION
 RP0803
 RP0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0803'STATION IS LOCATED IN NW 1/4 SEC. 17, T 131 N, R 53 W, ABOUT
 RP0803'6.0 MILES N AND 1 MILE E OF CAYUGA.  STATION IS LOCATED ON
 RP0803'TOP OF A HIGH PROMINENT KNOLL.  MARK IS 12 INCHES UNDERGROUND.
 RP0803'
 RP0803'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RP0803'BRONZE DISKS SET IN CONCRETE.
 RP0803'
 RP0803'REFERENCE MARK NO. 1 IS LOCATED 580.23 FEET, 176.854 METERS,
 RP0803'SW OF STATION ON E SIDE OF ROAD.
 RP0803'
 RP0803'REFERENCE MARK NO. 2 IS LOCATED 544.38 FEET, 165.927 METERS,
 RP0803'W BY N OF STATION ON E SIDE OF ROAD.
 RP0803'
 RP0803'AZIMUTH MARK IS LOCATED 0.6 MILE, NE OF STATION, 75 FEET
 RP0803'S OF CENTER LINE OF ROAD.  TO REACH MARK FROM STATION GO W
 RP0803'ACROSS FIELD 0.1 MILE TO ROAD, THENCE RIGHT (N) 0.3 MILE,
 RP0803'THENCE RIGHT (E) 0.5 MILE TO MARK ON S SIDE OF ROAD.
 RP0803'
 RP0803'TO REACH STATION FROM CAYUGA RAILROAD DEPOT, GO N ON GRAVEL
 RP0803'ROAD 5.75 MILES, THEN RIGHT (E) 1.0 MILE THENCE LEFT (N)
 RP0803'0.2 MILE, THENCE RIGHT (E) ACROSS FIELD 0.1 MILE TO TOP OF
 RP0803'KNOLL AND STATION.
 RP0803'
 RP0803'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 RP0803
 RP0803                          STATION RECOVERY (1954)
 RP0803
 RP0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0803'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 RP0803'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 RP0803'NO. 1 HAS BEEN COVERED OVER WITH 2 FEET OF ROAD FILL BUT
 RP0803'THE MARK WAS UNCOVERED AND MEASURED.  A MARKED BOULDER WILL
 RP0803'BE PLACED OVER THE MARK THE TO AID IN FUTURE RECOVERY.
 RP0803'
 RP0803'A COMPLETE DESCRIPTION FOLLOWS--
 RP0803'
 RP0803'THE STATION IS LOCATED ON A PROMINENT CULTIVATED KNOLL ABOUT
 RP0803'8 MILES SOUTHEAST OF MILNOR, 7 MILES SOUTH OF THE SMALL
 RP0803'COMMUNITY OF DELAMERE, 6 MILES NORTHEAST OF CAYUGA, AND ON
 RP0803'PROPERTY OWNED BY MR. CLIFFORD HARRF.
 RP0803'
 RP0803'REACHED FROM THE POST OFFICE IN MILNOR BY GOING SOUTHEASTERLY
 RP0803'ON MAIN STREET FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY
 RP0803'13.  TURN LEFT, EAST, AND GO 3.0 MILES TO A SIDE ROAD RIGHT.
 RP0803'TURN RIGHT, SOUTH, AND GO 5.85 MILES TO A CROSS ROAD.  TURN
 RP0803'LEFT, EAST, AND GO 1.0 MILE ON COUNTY ROAD H TO A SIDE ROAD
 RP0803'RIGHT.  TURN RIGHT, SOUTH, AND GO 0.3 MILE TO A TRACK ROAD
 RP0803'EAST IN A CULTIVATED FIELD.  TURN RIGHT AND GO 0.1 MILE TO
 RP0803'STATION ATOP KNOLL.
 RP0803'
 RP0803'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EASTERLY
 RP0803'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RP0803'
 RP0803'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT.
 RP0803'THE DISK IS STAMPED HERMAN 1934, AND THE MARK IS 8 INCHES
 RP0803'BELOW THE SURFACE OF THE GROUND.
 RP0803'
 RP0803'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 RP0803'MONUMENT, IS 9 FEET EAST OF THE APPROXIMATE CENTER OF A
 RP0803'DIRT ROAD.  THE DISK IS STAMPED HERMAN NO 1 1934, AND THE
 RP0803'MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND.
 RP0803'
 RP0803'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 RP0803'MONUMENT, IS 25 FEET EAST OF THE APPROXIMATE CENTER OF THE
 RP0803'DIRT ROAD AND 18 FEET NORTH OF THE APPROXIMATE CENTER OF
 RP0803'A TRACK ROAD.  THE DISK IS STAMPED HERMAN NO 2 1934, AND
 RP0803'THE MARK PROJECTS 2 INCHES.
 RP0803'
 RP0803'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0803'IS 75 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD
 RP0803'H AND 1 FOOT WEST OF A WITNESS POST.  THE DISK IS STAMPED
 RP0803'HERMAN AZI 1934, AND THE MARK PROJECTS 2 INCHES.
 RP0803'
 RP0803'HEIGHT OF LIGHT ABOVE MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1549 ***********************************************************************
 SN1549  DESIGNATION -  HERR
 SN1549  PID         -  SN1549
 SN1549  STATE/COUNTY-  ND/SHERIDAN
 SN1549  USGS QUAD   -  LINCOLN VALLEY NW (1981)
 SN1549
 SN1549                         *CURRENT SURVEY CONTROL
 SN1549  ___________________________________________________________________
 SN1549* NAD 83(1996)-  47 38 11.53148(N)    100 29 41.42861(W)     ADJUSTED  
 SN1549* NAVD 88     -       654.     (meters)    2146.     (feet)  SCALED    
 SN1549  ___________________________________________________________________
 SN1549  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 SN1549  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 SN1549
 SN1549  HORZ ORDER  -  SECOND
 SN1549
 SN1549.The horizontal coordinates were established by classical geodetic methods
 SN1549.and adjusted by the National Geodetic Survey in January 1998..
 SN1549
 SN1549.The orthometric height was scaled from a topographic map.
 SN1549
 SN1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1549
 SN1549.The geoid height was determined by GEOID03.
 SN1549
 SN1549;                    North         East     Units Scale Factor Converg.
 SN1549;SPC ND N     -    70,770.362   600,387.654   MT  0.99996625   +0 00 13.8
 SN1549;SPC ND N     -   232,186.23  1,969,775.77   iFT  0.99996625   +0 00 13.8
 SN1549;UTM  14      - 5,276,986.486   387,711.734   MT  0.99975494   -1 06 16.7
 SN1549
 SN1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1549!SPC ND N     -   0.99990080  x   0.99996625  =   0.99986705
 SN1549!UTM  14      -   0.99990080  x   0.99975494  =   0.99965576
 SN1549
 SN1549:                Primary Azimuth Mark                     Grid Az
 SN1549:SPC ND N     -  HERR AZ MK                               029 51 15.7
 SN1549:UTM  14      -  HERR AZ MK                               030 57 46.2
 SN1549
 SN1549|---------------------------------------------------------------------|
 SN1549| PID    Reference Object                     Distance      Geod. Az  |
 SN1549|                                                           dddmmss.s |
 SN1549| CO5179 HERR AZ MK                                         0295129.5 |
 SN1549| CO5180 HERR RM 1                             9.187 METERS 09955     |
 SN1549| CO5181 HERR RM 2                            11.997 METERS 19056     |
 SN1549|---------------------------------------------------------------------|
 SN1549
 SN1549                          SUPERSEDED SURVEY CONTROL
 SN1549
 SN1549  NAD 83(1986)-  47 38 11.53564(N)    100 29 41.42428(W) AD(       ) 2
 SN1549  NAD 27      -  47 38 11.54490(N)    100 29 39.95520(W) AD(       ) 2
 SN1549
 SN1549.Superseded values are not recommended for survey control.
 SN1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1549.See file dsdata.txt to determine how the superseded data were derived.
 SN1549
 SN1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT8771276986(NAD 83)
 SN1549_MARKER: DS = TRIANGULATION STATION DISK
 SN1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1549
 SN1549  HISTORY     - Date     Condition        Report By
 SN1549  HISTORY     - 1962     MONUMENTED       CGS
 SN1549
 SN1549                          STATION DESCRIPTION
 SN1549
 SN1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1549'THE STATION IS LOCATED 10-1/2 MILES NORTH AND 2-1/2 MILES WEST
 SN1549'OF THE TOWN OF MC CLUSKY, IN THE SE 1/4 OF SEC. 16, T148N, R77W,
 SN1549'ON THE HIGHEST POINT OF HILL AND STATION.
 SN1549'
 SN1549'TO REACH FROM THE MAIN STREET AND STATE HIGHWAY 7 IN MC CLUSKY,
 SN1549'GO EAST ON STATE HIGHWAY 7 FOR 0.2 MILE TO A CROSS ROAD, TURN
 SN1549'LEFT, NORTH, ON GRAVEL ROAD FOR 11.2 MILES TO A CROSSROAD, TURN
 SN1549'LEFT AND GO WEST FOR 2.3 MILES TO THE AZIMUTH MARK ON THE
 SN1549'LEFT.  CONTINUE WEST FOR 0.6 MILE TO A GATE ON THE LEFT.  TURN
 SN1549'LEFT, SOUTH ON TRACK ROAD AND GO 0.55 MILE TO A Y FORK.  KEEP
 SN1549'LEFT AND GO 0.3 MILE TO HIGHEST POINT OF HILL AND STATION.
 SN1549'
 SN1549'THE STATION MARK IS A STANDARD DISK, STAMPED HERR 1962, AND
 SN1549'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 SN1549'FLUSH WITH THE GROUND.  IT IS 28 FEET WEST OF THE CENTER OF A
 SN1549'TRACK ROAD AND 4.5 FEET EAST OF THE WITNESS POST.
 SN1549'
 SN1549'REFERENCE MARK NO. 1, STAMPED HERR NO 1 1962, IS A STANDARD
 SN1549'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1549'WHICH IS FLUSH WITH THE GROUND.  IT IS 44 FEET EAST OF WITNESS
 SN1549'POST AND 12 FEET EAST OF THE CENTER OF TRACK ROAD.
 SN1549'
 SN1549'REFERENCE MARK NO. 2, STAMPED HERR NO 2 1962, IS A STANDARD
 SN1549'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1549'WHICH IS FLUSH WITH THE GROUND.  IT IS 29 FEET SOUTH OF WITNESS
 SN1549'POST AND 22 FEET WEST OF CENTER OF TRACK ROAD.
 SN1549'
 SN1549'THE AZIMUTH MARK, STAMPED HERR 1962, IS A STANDARD DISK SET
 SN1549'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1549'3 INCHES.  IT IS 48 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 SN1549'14 FEET WEST OF CENTER OF A DIRT ROAD AND 1.3 FEET SOUTH OF
 SN1549'WITNESS POST.
 SN1549'
 SN1549'R.M. 1 TO R.M. 2 IS 49.99 FEET OR 15.242 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1179 ***********************************************************************
 TD1179  DESIGNATION -  HERRIOTT
 TD1179  PID         -  TD1179
 TD1179  STATE/COUNTY-  ND/WALSH
 TD1179  USGS QUAD   -  VOSS (1972)
 TD1179
 TD1179                         *CURRENT SURVEY CONTROL
 TD1179  ___________________________________________________________________
 TD1179* NAD 83(1996)-  48 20 24.98538(N)    097 24 19.45288(W)     ADJUSTED  
 TD1179* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 TD1179  ___________________________________________________________________
 TD1179  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 TD1179  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 TD1179
 TD1179  HORZ ORDER  -  FIRST
 TD1179
 TD1179.The horizontal coordinates were established by classical geodetic methods
 TD1179.and adjusted by the National Geodetic Survey in January 1998..
 TD1179
 TD1179.The orthometric height was scaled from a topographic map.
 TD1179
 TD1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1179
 TD1179.The geoid height was determined by GEOID03.
 TD1179
 TD1179;                    North         East     Units Scale Factor Converg.
 TD1179;SPC ND N     -   153,623.861   829,338.437   MT  0.99994578   +2 18 10.1
 TD1179;SPC ND N     -   504,015.29  2,720,926.63   iFT  0.99994578   +2 18 10.1
 TD1179;UTM  14      - 5,355,349.978   618,163.647   MT  0.99977155   +1 11 29.3
 TD1179
 TD1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1179!SPC ND N     -   0.99996476  x   0.99994578  =   0.99991055
 TD1179!UTM  14      -   0.99996476  x   0.99977155  =   0.99973632
 TD1179
 TD1179|---------------------------------------------------------------------|
 TD1179| PID    Reference Object                     Distance      Geod. Az  |
 TD1179|                                                           dddmmss.s |
 TD1179| CO6969 HERRIOTT RM 1                        32.370 METERS 00604     |
 TD1179| TD1163 GRAFTON USAF RADAR DOME             APPROX. 8.4 KM 0185708.8 |
 TD1179| TD1121 WARSAW MINNEKOTA PWR MICROWAVE      APPROX.17.6 KM 0850257.7 |
 TD1179| CO6968 HERRIOTT AZ MK                                     0922925.8 |
 TD1179| TD1122 WARSAW KCND TV MICROWAVE            APPROX.17.5 KM 1064334.4 |
 TD1179| CO6970 HERRIOTT RM 2                        41.063 METERS 15252     |
 TD1179| TD1180 GRAFTON NEW VIEW TV MAST            APPROX. 8.9 KM 3463049.4 |
 TD1179| TD1181 GRAFTON NW BELL MICROWAVE           APPROX. 8.7 KM 3564319.6 |
 TD1179| TD1182 GRAFTON MUNICIPAL TANK              APPROX. 9.0 KM 3572827.5 |
 TD1179|---------------------------------------------------------------------|
 TD1179
 TD1179                          SUPERSEDED SURVEY CONTROL
 TD1179
 TD1179  NAD 83(1986)-  48 20 24.98369(N)    097 24 19.45164(W) AD(       ) 1
 TD1179  NAD 27      -  48 20 25.02722(N)    097 24 18.18741(W) AD(       ) 1
 TD1179
 TD1179.Superseded values are not recommended for survey control.
 TD1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1179.See file dsdata.txt to determine how the superseded data were derived.
 TD1179
 TD1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU1816455350(NAD 83)
 TD1179_MARKER: DS = TRIANGULATION STATION DISK
 TD1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1179
 TD1179  HISTORY     - Date     Condition        Report By
 TD1179  HISTORY     - 1967     MONUMENTED       CGS
 TD1179
 TD1179                          STATION DESCRIPTION
 TD1179
 TD1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1179'THE STATION IS ABOUT 5 MILES SOUTH OF GRAFTON, 3-1/2 MILES
 TD1179'NORTHWEST OF MINTO, 7-1/2 MILES NORTHWEST OF WARSAW AND JUST
 TD1179'WEST OF THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 81, ON LAND
 TD1179'OWNED BY OLE VOGSLAND WHO LIVES JUST NORTH OF THE STATION.
 TD1179'
 TD1179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 TD1179'AND STATE HIGHWAY 17 AT THE SOUTH EDGE OF GRAFTON, GO SOUTH
 TD1179'ON U.S. HIGHWAY 81 FOR 5.2 MILES TO THE STATION ON THE RIGHT.
 TD1179'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH
 TD1179'ON THE HIGHWAY FOR 0.05 MILE TO A CROSSROAD, TURN LEFT AND
 TD1179'GO EAST ON GRAVELED ROAD FOR 0.5 MILES TO THE MARK ON THE LEFT.
 TD1179'
 TD1179'STATION MARK IS A STANDARD DISK, STAMPED HERRIOTT 1967, SET
 TD1179'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1179'THAT IS FLUSH WITH THE GROUND.  IT IS 214.0 FEET SOUTH OF THE
 TD1179'CENTERLINE OF A DRIVEWAY, 184.5 FEET NORTH OF THE CENTERLINE
 TD1179'OF AN EAST-WEST GRAVELED ROAD AND 90.0 FEET WEST OF THE
 TD1179'CENTERLINE OF U.S. HIGHWAY 81.  THE UNDERGROUND MARK IS 54
 TD1179'INCHES BELOW THE GROUND SURFACE.
 TD1179'
 TD1179'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HERRIOTT NO 1
 TD1179'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TD1179'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 79.0 FEET
 TD1179'WEST OF THE CENTERLINE OF THE HIGHWAY, 110.0 FEET SOUTH OF
 TD1179'THE CENTERLINE OF THE DRIVEWAY AND ABOUT THE SAME ELEVATION
 TD1179'AS THE STATION.
 TD1179'
 TD1179'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HERRIOTT NO 2
 TD1179'1967, CEMENTED IN A DRILL HOLE IN THE TOP AND NEAR THE SOUTH
 TD1179'END OF THE WEST HEAD WALL OF A CONCRETE CULVERT.  IT IS
 TD1179'28.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 65.0 FEET
 TD1179'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND ABOUT 3
 TD1179'FEET HIGHER IN ELEVATION THAN THE STATION.
 TD1179'
 TD1179'AZIMUTH MARK IS A STANDARD DISK, STAMPED HERRIOTT 1967, SET
 TD1179'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1179'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 42.0 FEET
 TD1179'NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 1.8 FEET WEST
 TD1179'OF A WITNESS POST.
 TD1179'
 TD1179'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0450 ***********************************************************************
 QT0450  DESIGNATION -  HETTINGER
 QT0450  PID         -  QT0450
 QT0450  STATE/COUNTY-  ND/ADAMS
 QT0450  USGS QUAD   -  HETTINGER SOUTH (1974)
 QT0450
 QT0450                         *CURRENT SURVEY CONTROL
 QT0450  ___________________________________________________________________
 QT0450* NAD 83(1996)-  45 59 10.80652(N)    102 44 35.15543(W)     ADJUSTED  
 QT0450* NAVD 88     -       897.8    (meters)    2946.     (feet)  VERTCON   
 QT0450  ___________________________________________________________________
 QT0450  X           -    -979,380.351 (meters)                     COMP
 QT0450  Y           -  -4,330,661.590 (meters)                     COMP
 QT0450  Z           -   4,564,825.479 (meters)                     COMP
 QT0450  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 QT0450  ELLIP HEIGHT-         880.40  (meters)          (01/23/98) GPS OBS
 QT0450  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 QT0450
 QT0450  HORZ ORDER  -  FIRST
 QT0450  ELLP ORDER  -  FOURTH    CLASS I
 QT0450
 QT0450.The horizontal coordinates were established by classical geodetic methods
 QT0450.and adjusted by the National Geodetic Survey in January 1998..
 QT0450
 QT0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 QT0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QT0450
 QT0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0450
 QT0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0450
 QT0450.The ellipsoidal height was determined by GPS observations
 QT0450.and is referenced to NAD 83.
 QT0450
 QT0450.The geoid height was determined by GEOID03.
 QT0450
 QT0450;                    North         East     Units Scale Factor Converg.
 QT0450;SPC ND S     -    38,015.078   426,215.280   MT  1.00004454   -1 38 09.9
 QT0450;SPC ND S     -   124,721.38  1,398,344.09   iFT  1.00004454   -1 38 09.9
 QT0450;SPC SD N     -   242,864.053   387,483.458   MT  1.00007261   -1 56 29.0
 QT0450;SPC SD N     -   796,796.48  1,271,268.65   sFT  1.00007261   -1 56 29.0
 QT0450;UTM  13      - 5,095,005.761   674,798.606   MT  0.99997563   +1 37 24.7
 QT0450
 QT0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0450!SPC ND S     -   0.99986200  x   1.00004454  =   0.99990653
 QT0450!SPC SD N     -   0.99986200  x   1.00007261  =   0.99993460
 QT0450!UTM  13      -   0.99986200  x   0.99997563  =   0.99983763
 QT0450
 QT0450:                Primary Azimuth Mark                     Grid Az
 QT0450:SPC ND S     -  HETTINGER MUNICIPAL TANK                 079 41 36.3
 QT0450:SPC SD N     -  HETTINGER MUNICIPAL TANK                 079 59 55.4
 QT0450:UTM  13      -  HETTINGER MUNICIPAL TANK                 076 26 01.7
 QT0450
 QT0450|---------------------------------------------------------------------|
 QT0450| PID    Reference Object                     Distance      Geod. Az  |
 QT0450|                                                           dddmmss.s |
 QT0450| RS0411 HETTINGER MUNICIPAL TANK            APPROX. 8.7 KM 0780326.4 |
 QT0450| RS0412 HETTINGER LUTHERAN CH SPIRE         APPROX. 8.9 KM 0795026.9 |
 QT0450| CQ7822 HETTINGER AZ MK                                    0800840.1 |
 QT0450| CQ7823 HETTINGER AZ MK RESET                              0801610.7 |
 QT0450| CQ7824 HETTINGER RM 1                       16.230 METERS 08613     |
 QT0450| CQ7825 HETTINGER RM 2                       11.286 METERS 19916     |
 QT0450| QT0466 GOLDEN VALLEY LUTH CH SPIRE         APPROX.19.1 KM 2340448.8 |
 QT0450|---------------------------------------------------------------------|
 QT0450
 QT0450                          SUPERSEDED SURVEY CONTROL
 QT0450
 QT0450  NAD 83(1996)-  45 59 10.79468(N)    102 44 35.15443(W) AD(       ) 1
 QT0450  NAD 83(1986)-  45 59 10.79617(N)    102 44 35.15460(W) AD(       ) 1
 QT0450  NAD 27      -  45 59 10.77300(N)    102 44 33.59400(W) AD(       ) 1
 QT0450  NGVD 29 (02/28/92)  897.3    (m)         2944.     (f) GPS OBS        
 QT0450
 QT0450.Superseded values are not recommended for survey control.
 QT0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0450.See file dsdata.txt to determine how the superseded data were derived.
 QT0450
 QT0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL7479995006(NAD 83)
 QT0450_MARKER: DS = TRIANGULATION STATION DISK
 QT0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0450_SP_SET: CONCRETE POST
 QT0450_STAMPING: HETTINGER 1934
 QT0450_MARK LOGO: CGS   
 QT0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0450+STABILITY: SURFACE MOTION
 QT0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0450+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1991
 QT0450
 QT0450  HISTORY     - Date     Condition        Report By
 QT0450  HISTORY     - 1934     MONUMENTED       CGS
 QT0450  HISTORY     - 1934     GOOD             CGS
 QT0450  HISTORY     - 1952     GOOD             CGS
 QT0450  HISTORY     - 1952     GOOD             CGS
 QT0450  HISTORY     - 19910826 GOOD             NGS
 QT0450
 QT0450                          STATION DESCRIPTION
 QT0450
 QT0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QT0450'STATION IS LOCATED ABOUT 5 MILES W AND 1 MILE S OF HETTINGER
 QT0450'IN NW 1/4 OF SEC. 19, T 129 N, R 96 W, ABOUT 3 MILES N OF
 QT0450'NORTH DAKOTA-SOUTH DAKOTA BOUNDARY, ON TOP OF GRASSY ROCK-COVERED
 QT0450'HILL USED AS PASTURE.  OWNER UNKNOWN.
 QT0450'
 QT0450'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QT0450'BRONZE DISKS SET IN CONCRETE.
 QT0450'
 QT0450'REFERENCE MARK NO. 1 IS 16.258 METERS (53.34 FEET) E OF
 QT0450'STATION SET AT EDGE OF SLOPE.
 QT0450'
 QT0450'REFERENCE MARK NO. 2 IS 11.368 METERS (37.30 FEET) S OF
 QT0450'STATION SET AT EDGE OF BLUFF.
 QT0450'
 QT0450'AZIMUTH MARK IS IN SW INTERSECTION IN S RIGHT-OF-WAY FENCE
 QT0450'LINE 8 FEET W OF SECTION CORNER.
 QT0450'
 QT0450'REACHED FROM YELLOWSTONE HOTEL IN HETTINGER BY GOING W AND
 QT0450'N ON U.S. HIGHWAY 12, 0.35 MILE TO CROSS ROAD.  TURN W AND
 QT0450'GO W 4.2 MILES ON GRADED DIRT ROAD, TO CROSSROADS.  TURN
 QT0450'S AND GO 1.0 MILE TO CROSS ROAD.  TURN W 0.5 MILE THENCE S
 QT0450'0.15 MILE.  LEAVE ROAD AND GO W ACROSS PASTURE 0.35 MILE
 QT0450'TO TOP OF HILL AND STATION.
 QT0450
 QT0450                          STATION RECOVERY (1934)
 QT0450
 QT0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 QT0450'RECOVERED IN GOOD CONDITION.
 QT0450
 QT0450                          STATION RECOVERY (1952)
 QT0450
 QT0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QT0450'STATION RECOVERED AND THE STATION MARK AND THE REFERENCE
 QT0450'MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 QT0450'BEEN DISTURBED DUE TO ROAD CONSTRUCTION.  A NEW AZIMUTH MARK
 QT0450'WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 QT0450'
 QT0450'THE STATION IS LOCATED ABOUT 5-1/2 WEST-SOUTHWEST OF HETTINGER
 QT0450'ON THE CREST OF A PROMINENT SOUTHEAST-NORTHWEST RIDGE, ON
 QT0450'LAND OWNED BY MR. PETER CARLIN, 38 FEET NORTH OF THE STEEP
 QT0450'ROCKY SOUTH EDGE OF THE RIDGE, AND 9 FEET EAST OF A 4 IN X
 QT0450'4 IN WITNESS POST.
 QT0450'
 QT0450'TO REACH THE STATION FROM THE POST OFFICE IN HETTINGER, GO
 QT0450'WEST AND NORTHWESTERLY ON U.S. HIGHWAY NO. 12 FOR 0.65 MILE.
 QT0450'THEN LEFT (CROSSING RAILROAD TRACKS), WEST, FOR 3.8 MILES.
 QT0450'THEN LEFT, SOUTH, FOR 1.0 MILE AND THE AZIMUTH MARK IN THE
 QT0450'SOUTHWEST ANGLE OF AN INTERSECTION.  TURN RIGHT, WESTERLY,
 QT0450'FOR 0.55 MILE.  THEN LEFT, SOUTH, FOR 0.2 MILE TO A POINT
 QT0450'WHERE THE ROAD BEARS TO THE RIGHT.  LEAVE THE ROAD, GO WESTERLY
 QT0450'ACROSS PASTURE LAND FOR 0.35 MILE TO THE CREST OF THE RIDGE
 QT0450'AND THE STATION.
 QT0450'
 QT0450'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 QT0450'HETTINGER 1934.
 QT0450'
 QT0450'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE RIDGE.  IT
 QT0450'PROJECTS 1 INCH, AND THE DISK IS STAMPED HETTINGER NO 1 1934.
 QT0450'
 QT0450'REFERENCE MARK NO. 2 IS AT THE STEEP ROCKY SLOPE OF THE
 QT0450'SOUTH EDGE OF THE RIDGE.  IT PROJECTS 2 INCHES, AND THE
 QT0450'DISK IS STAMPED HETTINGER NO 2 1934.
 QT0450'
 QT0450'THE AZIMUTH MARK IS 62 FEET SOUTHWEST OF THE CENTER OF A
 QT0450'CROSSROADS, 23 FEET WEST OF A FENCE CORNER, 9 FEET NORTH OF A
 QT0450'POWER LINE POLE, AND 2.5 FEET WEST OF A 4 IN X 4 IN WITNESS
 QT0450'POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED HETTINGER
 QT0450'1934 RESET 1952.
 QT0450
 QT0450                          STATION RECOVERY (1952)
 QT0450
 QT0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CAS)
 QT0450'STATION WAS RECOVERED AS DESCRIBED IN THE 1952 DESCRIPTION
 QT0450'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1952
 QT0450'DESCRIPTION IS ADEQUATE.
 QT0450
 QT0450                          STATION RECOVERY (1991)
 QT0450
 QT0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QT0450'STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST-SOUTHWEST OF HETTINGER,
 QT0450'ON THE CREST OF A PROMINENT SOUTHEAST-NORTHWEST RIDGE. OWNERSHIP--MR.
 QT0450'PETER CARLIN IN 1952.
 QT0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 QT0450'ROUTE 8 SOUTH, LOCATED AT THE SOUTHWEST CORNER OF HETTINGER, GO
 QT0450'WESTERLY ON HIGHWAY 12 FOR 0.08 KM (0.05 MI) TO A PAVED ROAD. TURN
 QT0450'LEFT, SOUTH, ON PAVED ROAD FOR 0.16 KM (0.10 MI) TO RAILROAD CROSSING
 QT0450'AND A GRAVEL ROAD. TURN RIGHT, WEST, ON GRAVEL ROAD FOR 5.6 KM
 QT0450'(3.5 MI) TO A GRAVEL ROAD CROSSING.  TURN LEFT, SOUTH, ON GRAVEL ROAD
 QT0450'FOR 1.6 KM (1.0 MI) TO A GRAVEL ROAD.  TURN RIGHT, WEST, ON GRAVEL
 QT0450'ROAD FOR 0.96 KM (0.60 MI) TO THE ENTRANCE TO A PASTURE ON THE RIGHT.
 QT0450'TURN RIGHT PASSING THROUGH GATE AND GO WEST ACROSS PASTURE FOR 0.32
 QT0450'KM (0.20 MI) TO ANOTHER GATE. PASS THROUGH GATE AND GO SOUTHWESTERLY
 QT0450'UPHILL FOR 0.16 KM (0.10 MI) TO THE HIGHEST POINT OF HILL AND THE
 QT0450'STATION.
 QT0450'STATION IS LOCATED ABOUT 11.6 M (38.1 FT) NORTH FROM THE STEEP ROCKY
 QT0450'SOUTH EDGE OF THE RIDGE, NEXT TO A WOODEN STAKE AND PROJECTS ABOUT
 QT0450'7-CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0412 ***********************************************************************
 RS0412  DESIGNATION -  HETTINGER LUTHERAN CH SPIRE
 RS0412  PID         -  RS0412
 RS0412  STATE/COUNTY-  ND/ADAMS
 RS0412  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0412
 RS0412                         *CURRENT SURVEY CONTROL
 RS0412  ___________________________________________________________________
 RS0412* NAD 83(1996)-  46 00 01.20566(N)    102 37 49.98556(W)     ADJUSTED  
 RS0412* NAVD 88     -                                                        
 RS0412  ___________________________________________________________________
 RS0412  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 RS0412  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 RS0412
 RS0412  HORZ ORDER  -  THIRD
 RS0412
 RS0412.The horizontal coordinates were established by classical geodetic methods
 RS0412.and adjusted by the National Geodetic Survey in January 1998..
 RS0412
 RS0412
 RS0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0412
 RS0412.The geoid height was determined by GEOID03.
 RS0412
 RS0412;                    North         East     Units Scale Factor Converg.
 RS0412;SPC ND S     -    39,327.919   434,974.913   MT  1.00004100   -1 33 14.4
 RS0412;SPC ND S     -   129,028.61  1,427,083.05   iFT  1.00004100   -1 33 14.4
 RS0412;SPC SD N     -   244,130.051   396,250.268   MT  1.00007665   -1 51 42.3
 RS0412;SPC SD N     -   800,950.01  1,300,031.09   sFT  1.00007665   -1 51 42.3
 RS0412;UTM  13      - 5,096,814.410   683,469.012   MT  1.00001382   +1 42 17.7
 RS0412
 RS0412                          SUPERSEDED SURVEY CONTROL
 RS0412
 RS0412  NAD 83(1996)-  46 00 01.19444(N)    102 37 49.98474(W) AD(       ) 4
 RS0412  NAD 83(1986)-  46 00 01.19559(N)    102 37 49.98374(W) AD(       ) 4
 RS0412  NAD 27      -  46 00 01.17700(N)    102 37 48.37900(W) AD(       ) 3
 RS0412
 RS0412.Superseded values are not recommended for survey control.
 RS0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0412.See file dsdata.txt to determine how the superseded data were derived.
 RS0412
 RS0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8346996814(NAD 83)
 RS0412_MARKER: 90 = CHURCH SPIRE
 RS0412
 RS0412  HISTORY     - Date     Condition        Report By
 RS0412  HISTORY     - 1934     FIRST OBSERVED   CGS
 RS0412
 RS0412                          STATION DESCRIPTION
 RS0412
 RS0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0412'POINT OBSERVED UPON IS THE TIP OF SPIRE OF THE LUTHERAN
 RS0412'CHURCH LOCATED IN THE E PORTION OF TOWN ONE BLOCK S OF U.S.
 RS0412'HIGHWAY 12.  CHURCH ERECTED IN 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0411 ***********************************************************************
 RS0411  DESIGNATION -  HETTINGER MUNICIPAL TANK
 RS0411  PID         -  RS0411
 RS0411  STATE/COUNTY-  ND/ADAMS
 RS0411  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0411
 RS0411                         *CURRENT SURVEY CONTROL
 RS0411  ___________________________________________________________________
 RS0411* NAD 83(1996)-  46 00 08.75480(N)    102 38 00.73464(W)     ADJUSTED  
 RS0411* NAVD 88     -                                                        
 RS0411  ___________________________________________________________________
 RS0411  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 RS0411  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 RS0411
 RS0411  HORZ ORDER  -  THIRD
 RS0411
 RS0411.The horizontal coordinates were established by classical geodetic methods
 RS0411.and adjusted by the National Geodetic Survey in January 1998..
 RS0411
 RS0411
 RS0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0411
 RS0411.The geoid height was determined by GEOID03.
 RS0411
 RS0411;                    North         East     Units Scale Factor Converg.
 RS0411;SPC ND S     -    39,567.202   434,750.026   MT  1.00004047   -1 33 22.2
 RS0411;SPC ND S     -   129,813.65  1,426,345.23   iFT  1.00004047   -1 33 22.2
 RS0411;SPC SD N     -   244,370.547   396,026.661   MT  1.00007726   -1 51 49.9
 RS0411;SPC SD N     -   801,739.04  1,299,297.47   sFT  1.00007726   -1 51 49.9
 RS0411;UTM  13      - 5,097,040.516   683,230.892   MT  1.00001275   +1 42 10.2
 RS0411
 RS0411                          SUPERSEDED SURVEY CONTROL
 RS0411
 RS0411  NAD 83(1996)-  46 00 08.74356(N)    102 38 00.73384(W) AD(       ) 4
 RS0411  NAD 83(1986)-  46 00 08.74472(N)    102 38 00.73285(W) AD(       ) 4
 RS0411  NAD 27      -  46 00 08.72400(N)    102 37 59.16400(W) AD(       ) 3
 RS0411
 RS0411.Superseded values are not recommended for survey control.
 RS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0411.See file dsdata.txt to determine how the superseded data were derived.
 RS0411
 RS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8323197041(NAD 83)
 RS0411_MARKER: 53 = ELEVATED TANK
 RS0411
 RS0411  HISTORY     - Date     Condition        Report By
 RS0411  HISTORY     - 1934     FIRST OBSERVED   CGS
 RS0411
 RS0411                          STATION DESCRIPTION
 RS0411
 RS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0411'POINT OBSERVED UPON IS THE FINIAL OF THE LARGE MUNICIPAL WATER
 RS0411'TANK LOCATED ON A HILL IN THE N PORTION OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0178 ***********************************************************************
 RQ0178  DESIGNATION -  HH 35
 RQ0178  PID         -  RQ0178
 RQ0178  STATE/COUNTY-  ND/DICKEY
 RQ0178  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0178
 RQ0178                         *CURRENT SURVEY CONTROL
 RQ0178  ___________________________________________________________________
 RQ0178* NAD 83(1986)-  46 00 10.     (N)    098 31 50.     (W)     SCALED    
 RQ0178* NAVD 88     -       442.378  (meters)    1451.37   (feet)  ADJUSTED  
 RQ0178  ___________________________________________________________________
 RQ0178  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RQ0178  DYNAMIC HT  -         442.365 (meters)    1451.33  (feet)  COMP
 RQ0178  MODELED GRAV-     980,572.8   (mgal)                       NAVD 88
 RQ0178
 RQ0178  VERT ORDER  -  SECOND    CLASS 0
 RQ0178
 RQ0178.The horizontal coordinates were scaled from a topographic map and have
 RQ0178.an estimated accuracy of +/- 6 seconds.
 RQ0178
 RQ0178.The orthometric height was determined by differential leveling
 RQ0178.and adjusted by the National Geodetic Survey in June 1991..
 RQ0178
 RQ0178.The geoid height was determined by GEOID03.
 RQ0178
 RQ0178.The dynamic height is computed by dividing the NAVD 88
 RQ0178.geopotential number by the normal gravity value computed on the
 RQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0178.degrees latitude (g = 980.6199 gals.).
 RQ0178
 RQ0178.The modeled gravity was interpolated from observed gravity values.
 RQ0178
 RQ0178;                    North         East    Units  Estimated Accuracy
 RQ0178;SPC ND S     -    39,270.      752,540.      MT  (+/- 180 meters Scaled)
 RQ0178
 RQ0178                          SUPERSEDED SURVEY CONTROL
 RQ0178
 RQ0178  NGVD 29 (??/??/92)  442.02   (m)         1450.2    (f) COMPUTED    2 0
 RQ0178
 RQ0178.Superseded values are not recommended for survey control.
 RQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0178.See file dsdata.txt to determine how the superseded data were derived.
 RQ0178
 RQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR363944(NAD 83)
 RQ0178_MARKER: DB = BENCH MARK DISK
 RQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0178_STAMPING: HH-35 1934
 RQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0178+STABILITY: SURFACE MOTION
 RQ0178
 RQ0178  HISTORY     - Date     Condition        Report By
 RQ0178  HISTORY     - 1934     MONUMENTED       CGS
 RQ0178  HISTORY     - 1956     GOOD             USGS
 RQ0178
 RQ0178                          STATION DESCRIPTION
 RQ0178
 RQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0178'IN ELLENDALE.
 RQ0178'ALONG THE GREAT NORTHERN RAILROAD, 4 POLES SOUTH OF MILEPOLE NO. 49.
 RQ0178'AT A PUBLIC ROAD CROSSING OF STATE HIWAY NO. 11, 45 FEET NORTH OF THE
 RQ0178'CENTERLINE OF THE CROSSING, 174 FEET NORTH OF THE G N R R DEPOT.  11
 RQ0178'FEET SOUTH OF TELEGRAPH POLE, 24 FEET EAST OF THE CENTERLINE OF THE
 RQ0178'TRACK AND LEVEL WITH THE TRACK.  NOTE-- STAMPING PARTIALLY DEFACED.
 RQ0178
 RQ0178                          STATION RECOVERY (1956)
 RQ0178
 RQ0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RQ0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1085 ***********************************************************************
 RP1085  DESIGNATION -  HICKSON
 RP1085  PID         -  RP1085
 RP1085  STATE/COUNTY-  ND/RICHLAND
 RP1085  USGS QUAD   -  HICKSON (1979)
 RP1085
 RP1085                         *CURRENT SURVEY CONTROL
 RP1085  ___________________________________________________________________
 RP1085* NAD 83(1996)-  46 37 47.38730(N)    096 49 18.28771(W)     ADJUSTED  
 RP1085* NAVD 88     -       281.384  (meters)     923.17   (feet)  ADJUSTED  
 RP1085  ___________________________________________________________________
 RP1085  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 RP1085  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP1085  DYNAMIC HT  -         281.404 (meters)     923.24  (feet)  COMP
 RP1085  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 RP1085
 RP1085  HORZ ORDER  -  SECOND
 RP1085  VERT ORDER  -  FIRST     CLASS II
 RP1085
 RP1085.The horizontal coordinates were established by classical geodetic methods
 RP1085.and adjusted by the National Geodetic Survey in January 1998..
 RP1085
 RP1085.The orthometric height was determined by differential leveling
 RP1085.and adjusted by the National Geodetic Survey in June 1991..
 RP1085
 RP1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1085
 RP1085.The geoid height was determined by GEOID03.
 RP1085
 RP1085.The dynamic height is computed by dividing the NAVD 88
 RP1085.geopotential number by the normal gravity value computed on the
 RP1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1085.degrees latitude (g = 980.6199 gals.).
 RP1085
 RP1085.The modeled gravity was interpolated from observed gravity values.
 RP1085
 RP1085;                    North         East     Units Scale Factor Converg.
 RP1085;SPC ND S     -   113,654.824   881,560.287   MT  0.99994221   +2 40 58.3
 RP1085;SPC ND S     -   372,883.28  2,892,258.16   iFT  0.99994221   +2 40 58.3
 RP1085;SPC MN C     -   284,348.004   603,103.815   MT  0.99993525   -1 51 37.3
 RP1085;UTM  14      - 5,166,334.369   666,740.999   MT  0.99994175   +1 35 01.7
 RP1085
 RP1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1085!SPC ND S     -   0.99996004  x   0.99994221  =   0.99990225
 RP1085!SPC MN C     -   0.99996004  x   0.99993525  =   0.99989529
 RP1085!UTM  14      -   0.99996004  x   0.99994175  =   0.99990179
 RP1085
 RP1085:                Primary Azimuth Mark                     Grid Az
 RP1085:SPC ND S     -  HICKSON AZ MK                            359 32 23.0
 RP1085:SPC MN C     -  HICKSON AZ MK                            004 04 58.6
 RP1085:UTM  14      -  HICKSON AZ MK                            000 38 19.6
 RP1085
 RP1085|---------------------------------------------------------------------|
 RP1085| PID    Reference Object                     Distance      Geod. Az  |
 RP1085|                                                           dddmmss.s |
 RP1085| CO9718 HICKSON AZ MK                                      0021321.3 |
 RP1085| RP1153 HICKSON RM 1                         26.764 METERS 16359     |
 RP1085| RP1154 HICKSON RM 2                         26.504 METERS 29417     |
 RP1085|---------------------------------------------------------------------|
 RP1085
 RP1085                          SUPERSEDED SURVEY CONTROL
 RP1085
 RP1085  NAD 83(1986)-  46 37 47.38638(N)    096 49 18.27781(W) AD(       ) 2
 RP1085  NAD 27      -  46 37 47.51600(N)    096 49 16.97900(W) AD(       ) 2
 RP1085  NGVD 29 (07/19/86)  281.07   (m)          922.1    (f) LEVELING    3  
 RP1085
 RP1085.Superseded values are not recommended for survey control.
 RP1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1085.See file dsdata.txt to determine how the superseded data were derived.
 RP1085
 RP1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6674166334(NAD 83)
 RP1085_MARKER: DS = TRIANGULATION STATION DISK
 RP1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1085_SP_SET: CONCRETE POST
 RP1085_STAMPING: HICKSON 1954
 RP1085_MARK LOGO: CGS   
 RP1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1085+STABILITY: SURFACE MOTION
 RP1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1085+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1085
 RP1085  HISTORY     - Date     Condition        Report By
 RP1085  HISTORY     - 1954     MONUMENTED       CGS
 RP1085  HISTORY     - 1954     GOOD             CGS
 RP1085  HISTORY     - 1962     GOOD             CGS
 RP1085  HISTORY     - 19900723 GOOD             NGS
 RP1085
 RP1085                          STATION DESCRIPTION
 RP1085
 RP1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1085'THE STATION IS LOCATED IN THE RIGHT-OF-WAY OF U.S. HIGHWAY
 RP1085'81.  IT IS 4 MILES SOUTHWEST OF COMSTOCK, 4 MILES NORTH
 RP1085'OF CHRISTINE, AND 3 MILES SOUTH OF HICKSON.
 RP1085'
 RP1085'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 10, 52, AND 81 IN
 RP1085'FARGO BY GOING SOUTH ON HIGHWAY 81 FOR 16.7 MILES TO THE
 RP1085'JUNCTION OF STATE HIGHWAY 46 AND THE STATION ON THE RIGHT
 RP1085'IN THE SOUTHWEST ANGLE.
 RP1085'
 RP1085'THE STATION MARK IS 138 FEET SOUTH OF THE APPROXIMATE CENTER
 RP1085'OF HIGHWAY 46, 137 FEET WEST OF THE APPROXIMATE CENTER OF
 RP1085'HIGHWAY 81, 4 FEET WEST OF A WITNESS POST, AND IS LEVEL WITH THE
 RP1085'GROUND SURFACE.  THE DISK IS STAMPED HICKSON 1954.
 RP1085'
 RP1085'REFERENCE MARK NO. 1, SOUTH OF THE STATION AND LEVEL WITH THE
 RP1085'GROUND SURFACE, IS 109 FEET WEST OF THE APPROXIMATE CENTER
 RP1085'OF HIGHWAY 81.  THE DISK IS STAMPED HICKSON NO 1 1954.
 RP1085'
 RP1085'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION AND LEVEL WITH
 RP1085'THE GROUND SURFACE, IS 102 FEET SOUTH OF THE APPROXIMATE
 RP1085'CENTER OF HIGHWAY 46 AND 3 FEET SOUTH OF A WITNESS POST.  THE
 RP1085'DISK IS STAMPED HICKSON NO 2 1954.
 RP1085'
 RP1085'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTH OF THE STATION,
 RP1085'IS 100 FEET WEST OF THE CENTER LINE OF HIGHWAY 81, 9 FEET SOUTH
 RP1085'OF THE WEST END OF A DRIVE, 2 FEET SOUTH OF A WITNESS POST, AND
 RP1085'PROJECTS 4 INCHES.  THE DISK IS STAMPED HICKSON 1954.
 RP1085'
 RP1085'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RP1085
 RP1085                          STATION RECOVERY (1954)
 RP1085
 RP1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RP1085'RECOVERED IN GOOD CONDITION.
 RP1085
 RP1085                          STATION RECOVERY (1962)
 RP1085
 RP1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1085'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP1085'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RP1085'ADEQUATE FOR RECOVERY.
 RP1085
 RP1085                          STATION RECOVERY (1990)
 RP1085
 RP1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP1085'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1085'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1085'THENCE 19.8 KM (12.3 MI) SOUTHERLY ALONG COUNTY ROAD 81, 41.3 M
 RP1085'(135.5 FT) WEST OF THE ROAD CENTERLINE, 41.0 M (134.5 FT) SOUTH OF
 RP1085'THE CENTERLINE OF STATE HIGHWAY 46, 26.7 M (87.6 FT) NORTH-NORTHWEST
 RP1085'OF REFERENCE MARK 1, 26.4 M (86.6 FT) EAST-SOUTHEAST OF REFERENCE
 RP1085'MARK 2, 1.1 M (3.6 FT) WEST OF A WITNESS POST, 0.6 M (2.0 FT) BELOW
 RP1085'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 RP1085'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1153 ***********************************************************************
 RP1153  DESIGNATION -  HICKSON RM 1
 RP1153  PID         -  RP1153
 RP1153  STATE/COUNTY-  ND/RICHLAND
 RP1153  USGS QUAD   -  HICKSON (1979)
 RP1153
 RP1153                         *CURRENT SURVEY CONTROL
 RP1153  ___________________________________________________________________
 RP1153* NAD 83(1986)-  46 37 45.     (N)    096 49 17.     (W)     SCALED    
 RP1153* NAVD 88     -       281.282  (meters)     922.84   (feet)  ADJUSTED  
 RP1153  ___________________________________________________________________
 RP1153  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP1153  DYNAMIC HT  -         281.301 (meters)     922.90  (feet)  COMP
 RP1153  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 RP1153
 RP1153  VERT ORDER  -  FIRST     CLASS II
 RP1153
 RP1153.The horizontal coordinates were scaled from a topographic map and have
 RP1153.an estimated accuracy of +/- 6 seconds.
 RP1153
 RP1153.The orthometric height was determined by differential leveling
 RP1153.and adjusted by the National Geodetic Survey in June 1991..
 RP1153
 RP1153.The geoid height was determined by GEOID03.
 RP1153
 RP1153.The dynamic height is computed by dividing the NAVD 88
 RP1153.geopotential number by the normal gravity value computed on the
 RP1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1153.degrees latitude (g = 980.6199 gals.).
 RP1153
 RP1153.The modeled gravity was interpolated from observed gravity values.
 RP1153
 RP1153;                    North         East    Units  Estimated Accuracy
 RP1153;SPC ND S     -   113,580.      881,590.      MT  (+/- 180 meters Scaled)
 RP1153
 RP1153                          SUPERSEDED SURVEY CONTROL
 RP1153
 RP1153.No superseded survey control is available for this station.
 RP1153
 RP1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS667662(NAD 83)
 RP1153_MARKER: DR = REFERENCE MARK DISK
 RP1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1153_SP_SET: CONCRETE POST
 RP1153_STAMPING: HICKSON NO 1 1954
 RP1153_MARK LOGO: CGS   
 RP1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1153+STABILITY: SURFACE MOTION
 RP1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1153+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1153
 RP1153  HISTORY     - Date     Condition        Report By
 RP1153  HISTORY     - 1954     MONUMENTED       CGS
 RP1153  HISTORY     - 19900723 GOOD             NGS
 RP1153
 RP1153                          STATION DESCRIPTION
 RP1153
 RP1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1153'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1153'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1153'THENCE 19.8 KM (12.3 MI) SOUTHERLY ALONG COUNTY ROAD 81, 66.7 M
 RP1153'(218.8 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 26, 48.2 M (158.1
 RP1153'FT) SOUTHEAST OF REFERENCE MARK 2, 32.7 M (107.3 FT) WEST OF THE
 RP1153'CENTERLINE OF THE ROAD, 26.7 M (87.6 FT) SOUTH-SOUTHEAST OF
 RP1153'TRIANGULATION STATION HICKSON, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 RP1153'HIGHWAY, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS
 RP1153'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1154 ***********************************************************************
 RP1154  DESIGNATION -  HICKSON RM 2
 RP1154  PID         -  RP1154
 RP1154  STATE/COUNTY-  ND/RICHLAND
 RP1154  USGS QUAD   -  HICKSON (1979)
 RP1154
 RP1154                         *CURRENT SURVEY CONTROL
 RP1154  ___________________________________________________________________
 RP1154* NAD 83(1986)-  46 37 47.     (N)    096 49 17.     (W)     SCALED    
 RP1154* NAVD 88     -       281.333  (meters)     923.01   (feet)  ADJUSTED  
 RP1154  ___________________________________________________________________
 RP1154  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP1154  DYNAMIC HT  -         281.353 (meters)     923.07  (feet)  COMP
 RP1154  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 RP1154
 RP1154  VERT ORDER  -  FIRST     CLASS II
 RP1154
 RP1154.The horizontal coordinates were scaled from a topographic map and have
 RP1154.an estimated accuracy of +/- 6 seconds.
 RP1154
 RP1154.The orthometric height was determined by differential leveling
 RP1154.and adjusted by the National Geodetic Survey in June 1991..
 RP1154
 RP1154.The geoid height was determined by GEOID03.
 RP1154
 RP1154.The dynamic height is computed by dividing the NAVD 88
 RP1154.geopotential number by the normal gravity value computed on the
 RP1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1154.degrees latitude (g = 980.6199 gals.).
 RP1154
 RP1154.The modeled gravity was interpolated from observed gravity values.
 RP1154
 RP1154;                    North         East    Units  Estimated Accuracy
 RP1154;SPC ND S     -   113,640.      881,590.      MT  (+/- 180 meters Scaled)
 RP1154
 RP1154                          SUPERSEDED SURVEY CONTROL
 RP1154
 RP1154.No superseded survey control is available for this station.
 RP1154
 RP1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS667663(NAD 83)
 RP1154_MARKER: DR = REFERENCE MARK DISK
 RP1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1154_SP_SET: CONCRETE POST
 RP1154_STAMPING: HICKSON NO 2 1954
 RP1154_MARK LOGO: CGS   
 RP1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1154+STABILITY: SURFACE MOTION
 RP1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1154+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP1154
 RP1154  HISTORY     - Date     Condition        Report By
 RP1154  HISTORY     - 1954     MONUMENTED       CGS
 RP1154  HISTORY     - 19900723 GOOD             NGS
 RP1154
 RP1154                          STATION DESCRIPTION
 RP1154
 RP1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1154'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1154'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1154'THENCE 19.8 KM (12.3 MI) SOUTHERLY ALONG COUNTY ROAD 81, 65.7 M
 RP1154'(215.6 FT) WEST OF THE ROAD CENTERLINE, 48.2 M (158.1 FT) NORTHWEST
 RP1154'OF REFERENCE MARK 1, 30.2 M (99.1 FT) SOUTH OF THE CENTERLINE OF
 RP1154'STATE HIGHWAY 6, 26.4 M (86.6 FT) WEST-NORTHWEST OF TRIANGULATION
 RP1154'STATION HICKSON, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, 0.6 M (2.0
 RP1154'FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE
 RP1154'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1756 ***********************************************************************
 SN1756  DESIGNATION -  HIDDEN
 SN1756  PID         -  SN1756
 SN1756  STATE/COUNTY-  ND/MCLEAN
 SN1756  USGS QUAD   -  ROSEGLEN (1980)
 SN1756
 SN1756                         *CURRENT SURVEY CONTROL
 SN1756  ___________________________________________________________________
 SN1756* NAD 83(1996)-  47 47 29.57197(N)    101 49 17.11134(W)     ADJUSTED  
 SN1756* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 SN1756  ___________________________________________________________________
 SN1756  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 SN1756  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 SN1756
 SN1756  HORZ ORDER  -  SECOND
 SN1756
 SN1756.The horizontal coordinates were established by classical geodetic methods
 SN1756.and adjusted by the National Geodetic Survey in January 1998..
 SN1756
 SN1756.The orthometric height was scaled from a topographic map.
 SN1756
 SN1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1756
 SN1756.The geoid height was determined by GEOID03.
 SN1756
 SN1756;                    North         East     Units Scale Factor Converg.
 SN1756;SPC ND N     -    88,854.021   501,001.909   MT  0.99994887   -0 58 59.9
 SN1756;SPC ND N     -   291,515.82  1,643,707.05   iFT  0.99994887   -0 58 59.9
 SN1756;UTM  14      - 5,296,987.142   288,696.550   MT  1.00014869   -2 05 26.2
 SN1756
 SN1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1756!SPC ND N     -   0.99989881  x   0.99994887  =   0.99984769
 SN1756!UTM  14      -   0.99989881  x   1.00014869  =   1.00004749
 SN1756
 SN1756|---------------------------------------------------------------------|
 SN1756| PID    Reference Object                     Distance      Geod. Az  |
 SN1756|                                                           dddmmss.s |
 SN1756| CQ7830 HIDDEN RM 1                          14.926 METERS 08548     |
 SN1756| CQ7829 HIDDEN AZ MK                                       1052458.0 |
 SN1756| CQ7831 HIDDEN RM 2                          16.637 METERS 19053     |
 SN1756|---------------------------------------------------------------------|
 SN1756
 SN1756                          SUPERSEDED SURVEY CONTROL
 SN1756
 SN1756  NAD 83(1986)-  47 47 29.57087(N)    101 49 17.10661(W) AD(       ) 2
 SN1756  NAD 27      -  47 47 29.55070(N)    101 49 15.50140(W) AD(       ) 2
 SN1756
 SN1756.Superseded values are not recommended for survey control.
 SN1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1756.See file dsdata.txt to determine how the superseded data were derived.
 SN1756
 SN1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8869796987(NAD 83)
 SN1756_MARKER: DS = TRIANGULATION STATION DISK
 SN1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1756
 SN1756  HISTORY     - Date     Condition        Report By
 SN1756  HISTORY     - 1962     MONUMENTED       CGS
 SN1756
 SN1756                          STATION DESCRIPTION
 SN1756
 SN1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1756'THE STATION IS LOCATED 1 MILE EAST AND 3 MILES NORTH OF THE
 SN1756'SMALL TOWN OF ROSEGLEN, IN THE SW 1/4 OF SEC. 21, T150N, R87W,
 SN1756'ON A SMALL HILL IN A PASTURE.
 SN1756'
 SN1756'TO REACH FROM THE POST OFFICE IN ROSEGLEN, GO SOUTH ON THE
 SN1756'GRAVELED STREET FOR 0.35 MILE TO STATE HIGHWAY 37.  TURN LEFT
 SN1756'AND GO EAST ON STATE HIGHWAY 37 FOR 1.4 MILES TO A CROSSROADS.
 SN1756'TURN LEFT AND GO NORTH ON THE GRAVELED COUNTY ROAD 9W FOR 3
 SN1756'MILES TO A DIM EAST WEST SECTION LINE ROAD.  TURN LEFT AND GO
 SN1756'WEST ON THE SECTION LINE ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 SN1756'ON THE RIGHT, BESIDE A POWER POLE.  CONTINUE WEST ON THE TRACK
 SN1756'ROAD FOR 0.35 MILE.  THEN TURN RIGHT AND GO NORTHWEST ALONG
 SN1756'THE EAST SIDE OF THE CULTIVATED FIELD AND UPHILL ACROSS A
 SN1756'PASTURE ON A DIM TRACK ROAD FOR 0.15 MILE TO THE HIGHEST POINT
 SN1756'AND THE STATION.
 SN1756'
 SN1756'THE STATION MARK IS A STANDARD DISK STAMPED HIDDEN 1962 AND SET
 SN1756'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1756'4 INCHES.  IT IS 3.7 FEET SOUTH OF A WITNESS POST AND LOCATED
 SN1756'ON THE HIGHEST POINT OF HILL.
 SN1756'
 SN1756'REFERENCE MARK NO. 1, STAMPED HIDDEN NO 1 1962, IS A STANDARD
 SN1756'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1756'PROJECTS 3 INCHES.  IT IS 49.9 FEET EAST OF A WITNESS POST AND
 SN1756'LOCATED ON THE EAST SIDE OF A HILL.
 SN1756'
 SN1756'REFERENCE MARK NO. 2, STAMPED HIDDEN NO 2 1962, IS A STANDARD
 SN1756'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1756'PROJECTS 4 INCHES.  IT IS 57.9 FEET SOUTH OF A WITNESS POST AND
 SN1756'ON THE SOUTHWEST EDGE OF THE HILL.
 SN1756'
 SN1756'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIDDEN 1962 AND
 SN1756'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1756'PROJECTS 5 INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF A
 SN1756'TRACK ROAD, 2.5 FEET SOUTH OF A POWER POLE AND 2.4 FEET WEST
 SN1756'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0070 ***********************************************************************
 TG0070  DESIGNATION -  HIGH
 TG0070  PID         -  TG0070
 TG0070  STATE/COUNTY-  ND/MOUNTRAIL
 TG0070  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0070
 TG0070                         *CURRENT SURVEY CONTROL
 TG0070  ___________________________________________________________________
 TG0070* NAD 83(1996)-  48 31 05.53632(N)    102 23 35.93282(W)     ADJUSTED  
 TG0070* NAVD 88     -       767.333  (meters)    2517.49   (feet)  ADJUSTED  
 TG0070  ___________________________________________________________________
 TG0070  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 TG0070  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0070  DYNAMIC HT  -         767.464 (meters)    2517.92  (feet)  COMP
 TG0070  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 TG0070
 TG0070  HORZ ORDER  -  FIRST
 TG0070  VERT ORDER  -  SECOND    CLASS 0
 TG0070
 TG0070.The horizontal coordinates were established by classical geodetic methods
 TG0070.and adjusted by the National Geodetic Survey in January 1998..
 TG0070
 TG0070.The orthometric height was determined by differential leveling
 TG0070.and adjusted by the National Geodetic Survey in June 1991..
 TG0070
 TG0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0070
 TG0070.The geoid height was determined by GEOID03.
 TG0070
 TG0070.The dynamic height is computed by dividing the NAVD 88
 TG0070.geopotential number by the normal gravity value computed on the
 TG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0070.degrees latitude (g = 980.6199 gals.).
 TG0070
 TG0070.The modeled gravity was interpolated from observed gravity values.
 TG0070
 TG0070;                    North         East     Units Scale Factor Converg.
 TG0070;SPC ND N     -   170,518.806   460,150.548   MT  0.99996446   -1 24 32.0
 TG0070;SPC ND N     -   559,444.90  1,509,680.28   iFT  0.99996446   -1 24 32.0
 TG0070;UTM  13      - 5,377,180.441   692,483.638   MT  1.00005522   +1 57 12.4
 TG0070
 TG0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0070!SPC ND N     -   0.99988265  x   0.99996446  =   0.99984712
 TG0070!UTM  13      -   0.99988265  x   1.00005522  =   0.99993787
 TG0070
 TG0070:                Primary Azimuth Mark                     Grid Az
 TG0070:SPC ND N     -  HIGH AZ MK                               101 17 59.6
 TG0070:UTM  13      -  HIGH AZ MK                               097 56 15.2
 TG0070
 TG0070|---------------------------------------------------------------------|
 TG0070| PID    Reference Object                     Distance      Geod. Az  |
 TG0070|                                                           dddmmss.s |
 TG0070| CQ7832 HIGH AZ MK                                         0995327.6 |
 TG0070| TG0069 HIGH RM 1                            19.982 METERS 16326     |
 TG0070| TG1804 LOSTWOOD FIRST ENGLISH LUTH CH      APPROX. 5.2 KM 2050246.3 |
 TG0070| TG0071 HIGH RM 2                            20.818 METERS 25727     |
 TG0070| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX.13.0 KM 3535047.7 |
 TG0070|---------------------------------------------------------------------|
 TG0070
 TG0070                          SUPERSEDED SURVEY CONTROL
 TG0070
 TG0070  NAD 83(1986)-  48 31 05.53779(N)    102 23 35.92618(W) AD(       ) 1
 TG0070  NAD 27      -  48 31 05.44160(N)    102 23 34.30270(W) AD(       ) 1
 TG0070  NGVD 29 (??/??/92)  766.89   (m)         2516.0    (f) COMPUTED    2 0
 TG0070
 TG0070.Superseded values are not recommended for survey control.
 TG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0070.See file dsdata.txt to determine how the superseded data were derived.
 TG0070
 TG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9248477180(NAD 83)
 TG0070_MARKER: DS = TRIANGULATION STATION DISK
 TG0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0070_STAMPING: HIGH 1946
 TG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0070+STABILITY: SURFACE MOTION
 TG0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG0070+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 TG0070
 TG0070  HISTORY     - Date     Condition        Report By
 TG0070  HISTORY     - 1946     MONUMENTED       CGS
 TG0070  HISTORY     - 1962     GOOD             CGS
 TG0070  HISTORY     - 1963     GOOD             NGS
 TG0070  HISTORY     - 20010508 GOOD             NDDT
 TG0070
 TG0070                          STATION DESCRIPTION
 TG0070
 TG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0070'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF LOSTWOOD AND
 TG0070'0.75 MILE EAST OF STATE HIGHWAY NO. 8.  IT IS ABOUT 150 YARDS NORTH
 TG0070'OF AN EAST AND WEST ROAD AND 5 FEET SOUTHEAST OF A WITNESS POST.
 TG0070'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HIGH 1946.
 TG0070'
 TG0070'REFERENCE MARK NO. 1 IS 65.97 FEET, 20.106 METERS SOUTH OF THE
 TG0070'STATION.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 TG0070'HIGH 1946 NO 1.
 TG0070'
 TG0070'REFERENCE MARK NO. 2 IS 68.30 FEET, 20.818 METERS WEST OF THE
 TG0070'STATION.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TG0070'HIGH 1946 NO 2.
 TG0070'
 TG0070'AZIMUTH MARK IS 0.3 MILE EAST-SOUTHEAST OF THE STATION, 52 PACES
 TG0070'WEST OF A T ROAD LEADING TO THE SOUTH, 43 FEET NORTH OF THE EAST
 TG0070'AND WEST ROAD AND 3 FEET NORTH OF A WITNESS POST.  THE MARK
 TG0070'PROJECTS 5 INCHES AND THE DISK IS STAMPED HIGH 1946.
 TG0070'
 TG0070'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE HIGHWAY
 TG0070'NO.8, 1.0 MILE NORTH OF STANLEY, GO WEST AND NORTH ON STATE
 TG0070'HIGHWAY NO. 8 FOR 14.2 MILES TO A T ROAD RIGHT, TURN RIGHT (EAST)
 TG0070'AND GO 1.0 MILE TO A T ROAD RIGHT, (AND AZIMUTH ON THE LEFT)
 TG0070'HERE TURN LEFT AND GO ABOUT 0.1 MILE, TURN LEFT (WEST) AND GO
 TG0070'ABOUT 0.3 MILE TO HIGHEST KNOLL AND STATION.
 TG0070'
 TG0070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG0070
 TG0070                          STATION RECOVERY (1962)
 TG0070
 TG0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0070'THE STATION IS LOCATED 3/4 MILE EAST AND 14 MILES NORTH OF THE
 TG0070'TOWN OF STANLEY, IN THE SE 1/4 OF SEC. 11,T158N,R91W, ON A
 TG0070'HILL IN A PASTURE.
 TG0070'
 TG0070'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 TG0070'AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN MEASUREMENT TO
 TG0070'R.M. 1 WAS FOUND.
 TG0070'
 TG0070'A NEW DESCRIPTION FOLLOWS--
 TG0070'
 TG0070'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE ROUTE
 TG0070'8, WHICH IS 1 MILE NORTH OF STANLEY, GO WEST AND NORTH ON STATE
 TG0070'ROUTE 8 FOR 13.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 TG0070'EAST FOR 0.55 MILE TO A WIRE GATE ON THE LEFT.  (FROM THIS POINT
 TG0070'THE AZIMUTH MARK IS 0.45 MILE EAST, ON THE LEFT, NORTH, SIDE OF
 TG0070'THE ROAD.) TURN LEFT AND PASS THROUGH THE GATE AND BEAR RIGHT
 TG0070'AND GO EAST FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 TG0070'STATION.
 TG0070'
 TG0070'THE STATION MARK IS A STANDARD DISK STAMPED HIGH 1946 AND SET
 TG0070'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG0070'2 INCHES.  IT IS 260 FEET NORTH OF A FENCE AND 6.8 FEET SOUTH OF
 TG0070'A WITNESS POST.
 TG0070'
 TG0070'REFERENCE MARK NO. 1, STAMPED HIGH NO 1 1946, IS A STANDARD DISK
 TG0070'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG0070'2 INCHES.  IT IS 195 FEET NORTH OF A FENCE, 71 FEET SOUTH OF A
 TG0070'WITNESS POST AND ABOUT 8 FEET LOWER THAN THE STATION.
 TG0070'
 TG0070'REFERENCE MARK NO. 2, STAMPED HIGH NO 2 1946, IS A STANDARD DISK
 TG0070'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG0070'PROJECTS 5 INCHES.  IT IS 258 FEET NORTH OF A FENCE, 72.4 FEET
 TG0070'WEST SOUTH WEST OF A WITNESS POST AND ABOUT 1 FOOT HIGHER
 TG0070'THAN THE STATION.
 TG0070'
 TG0070'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH 1946 AND SET
 TG0070'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG0070'2 INCHES.  IT IS 42 FEET NORTH OF THE CENTER OF A ROAD, 9.5
 TG0070'FEET SOUTH OF A FENCE, 8.5 FEET SOUTH SOUTH EAST OF A POWER
 TG0070'POLE AND 1.6 FEET SOUTHWEST OF A WITNESS POST.
 TG0070'
 TG0070'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 97.93 FEET OR 29.848 METERS.
 TG0070
 TG0070                          STATION RECOVERY (1963)
 TG0070
 TG0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0070'14.7 MI N FROM STANLEY.
 TG0070'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0070'STANLEY, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, ABOUT 120 YARDS
 TG0070'NORTH OF THE ROAD, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY, 6.6
 TG0070'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 TG0070'OF THE HIGHEST POINT OF THE HILL, AND SET IN THE TOP OF A CONCRETE
 TG0070'POST PROJECTING 4 INCHES, S 11, R 91 W, T 158 N.
 TG0070
 TG0070                          STATION RECOVERY (2001)
 TG0070
 TG0070'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2001 (LA)
 TG0070'CHANGED DESCRIPTION - FROM SOUTH OF STANLEY JCT HWY 2 AND ND 8 NORTH
 TG0070'THROUGH STANLEY TO MOUNTRAIL COUNTY COURTHOUSE ON MAIN ST, NORTH ON ND
 TG0070'8 APPROX 13.6 MILES TO RM 171.3, TURN RIGHT ON GRAVEL RD, HEAD EAST
 TG0070'0.5 MILES TO TRAIL RD LEFT, HEAD NE ON RD TO SECOND GATE APPROX 400
 TG0070'FT, STATION IS APPROX 360 FT NE OF SECOND GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0069 ***********************************************************************
 TG0069  DESIGNATION -  HIGH RM 1
 TG0069  PID         -  TG0069
 TG0069  STATE/COUNTY-  ND/BURKE
 TG0069  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0069
 TG0069                         *CURRENT SURVEY CONTROL
 TG0069  ___________________________________________________________________
 TG0069* NAD 83(1986)-  48 31 05.     (N)    102 23 36.     (W)     SCALED    
 TG0069* NAVD 88     -       764.952  (meters)    2509.68   (feet)  ADJUSTED  
 TG0069  ___________________________________________________________________
 TG0069  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0069  DYNAMIC HT  -         765.082 (meters)    2510.11  (feet)  COMP
 TG0069  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 TG0069
 TG0069  VERT ORDER  -  SECOND    CLASS 0
 TG0069
 TG0069.The horizontal coordinates were scaled from a topographic map and have
 TG0069.an estimated accuracy of +/- 6 seconds.
 TG0069
 TG0069.The orthometric height was determined by differential leveling
 TG0069.and adjusted by the National Geodetic Survey in June 1991..
 TG0069
 TG0069.The geoid height was determined by GEOID03.
 TG0069
 TG0069.The dynamic height is computed by dividing the NAVD 88
 TG0069.geopotential number by the normal gravity value computed on the
 TG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0069.degrees latitude (g = 980.6199 gals.).
 TG0069
 TG0069.The modeled gravity was interpolated from observed gravity values.
 TG0069
 TG0069;                    North         East    Units  Estimated Accuracy
 TG0069;SPC ND N     -   170,500.      460,150.      MT  (+/- 180 meters Scaled)
 TG0069
 TG0069                          SUPERSEDED SURVEY CONTROL
 TG0069
 TG0069  NGVD 29 (??/??/92)  764.507  (m)         2508.22   (f) ADJ UNCH    2 0
 TG0069
 TG0069.Superseded values are not recommended for survey control.
 TG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0069.See file dsdata.txt to determine how the superseded data were derived.
 TG0069
 TG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP924771(NAD 83)
 TG0069_MARKER: DR = REFERENCE MARK DISK
 TG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0069_STAMPING: HIGH NO 1 1946
 TG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0069+STABILITY: SURFACE MOTION
 TG0069
 TG0069  HISTORY     - Date     Condition        Report By
 TG0069  HISTORY     - 1946     MONUMENTED       CGS
 TG0069  HISTORY     - 1963     GOOD             NGS
 TG0069
 TG0069                          STATION DESCRIPTION
 TG0069
 TG0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0069'14.7 MI N FROM STANLEY.
 TG0069'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0069'STANLEY, THENCE 0.7 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 98 YARDS
 TG0069'NORTH OF THE ROAD, ON THE SOUTH SLOPE OF THE HIGHEST HILL IN THE
 TG0069'VICINITY, 65.9 FEET SOUTHEAST OF THE STATION MARK, ABOUT 50 FEET ABOVE
 TG0069'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0069'PROJECTING 4 INCHES, S 11, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0071 ***********************************************************************
 TG0071  DESIGNATION -  HIGH RM 2
 TG0071  PID         -  TG0071
 TG0071  STATE/COUNTY-  ND/BURKE
 TG0071  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0071
 TG0071                         *CURRENT SURVEY CONTROL
 TG0071  ___________________________________________________________________
 TG0071* NAD 83(1986)-  48 31 05.     (N)    102 23 36.     (W)     SCALED    
 TG0071* NAVD 88     -       767.390  (meters)    2517.68   (feet)  ADJUSTED  
 TG0071  ___________________________________________________________________
 TG0071  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0071  DYNAMIC HT  -         767.521 (meters)    2518.11  (feet)  COMP
 TG0071  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 TG0071
 TG0071  VERT ORDER  -  SECOND    CLASS 0
 TG0071
 TG0071.The horizontal coordinates were scaled from a topographic map and have
 TG0071.an estimated accuracy of +/- 6 seconds.
 TG0071
 TG0071.The orthometric height was determined by differential leveling
 TG0071.and adjusted by the National Geodetic Survey in June 1991..
 TG0071
 TG0071.The geoid height was determined by GEOID03.
 TG0071
 TG0071.The dynamic height is computed by dividing the NAVD 88
 TG0071.geopotential number by the normal gravity value computed on the
 TG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0071.degrees latitude (g = 980.6199 gals.).
 TG0071
 TG0071.The modeled gravity was interpolated from observed gravity values.
 TG0071
 TG0071;                    North         East    Units  Estimated Accuracy
 TG0071;SPC ND N     -   170,500.      460,150.      MT  (+/- 180 meters Scaled)
 TG0071
 TG0071                          SUPERSEDED SURVEY CONTROL
 TG0071
 TG0071  NGVD 29 (??/??/92)  766.945  (m)         2516.22   (f) ADJ UNCH    2 0
 TG0071
 TG0071.Superseded values are not recommended for survey control.
 TG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0071.See file dsdata.txt to determine how the superseded data were derived.
 TG0071
 TG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP924771(NAD 83)
 TG0071_MARKER: DR = REFERENCE MARK DISK
 TG0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0071_STAMPING: HIGH NO 2 1946
 TG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0071+STABILITY: SURFACE MOTION
 TG0071
 TG0071  HISTORY     - Date     Condition        Report By
 TG0071  HISTORY     - 1946     MONUMENTED       CGS
 TG0071  HISTORY     - 1963     GOOD             NGS
 TG0071
 TG0071                          STATION DESCRIPTION
 TG0071
 TG0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0071'14.7 MI N FROM STANLEY.
 TG0071'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0071'STANLEY, THENCE 0.7 MILE EAST ALONG A GRAVELED ROAD, ON THE TOP OF THE
 TG0071'HIGHEST HILL IN THE VICINITY, ABOUT 120 YARDS NORTH OF THE ROAD, 68.2
 TG0071'FEET WEST-SOUTHWEST OF THE STATION MARK, 70.0 FEET SOUTHWEST OF A
 TG0071'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHEST POINT
 TG0071'OF THE HILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TG0071'INCHES, S 11, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1756 ***********************************************************************
 TG1756  DESIGNATION -  HILL
 TG1756  PID         -  TG1756
 TG1756  STATE/COUNTY-  ND/BURKE
 TG1756  USGS QUAD   -  WESTBY LAKE (1978)
 TG1756
 TG1756                         *CURRENT SURVEY CONTROL
 TG1756  ___________________________________________________________________
 TG1756* NAD 83(1996)-  48 35 31.93477(N)    102 21 52.22312(W)     ADJUSTED  
 TG1756* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 TG1756  ___________________________________________________________________
 TG1756  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 TG1756  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TG1756
 TG1756  HORZ ORDER  -  FIRST
 TG1756
 TG1756.The horizontal coordinates were established by classical geodetic methods
 TG1756.and adjusted by the National Geodetic Survey in January 1998..
 TG1756
 TG1756.The orthometric height was scaled from a topographic map.
 TG1756
 TG1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1756
 TG1756.The geoid height was determined by GEOID03.
 TG1756
 TG1756;                    North         East     Units Scale Factor Converg.
 TG1756;SPC ND N     -   178,693.051   462,477.285   MT  0.99997508   -1 23 14.8
 TG1756;SPC ND N     -   586,263.29  1,517,313.93   iFT  0.99997508   -1 23 14.8
 TG1756;UTM  13      - 5,385,477.863   694,326.944   MT  1.00006397   +1 58 38.2
 TG1756
 TG1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1756!SPC ND N     -   0.99988580  x   0.99997508  =   0.99986088
 TG1756!UTM  13      -   0.99988580  x   1.00006397  =   0.99994976
 TG1756
 TG1756:                Primary Azimuth Mark                     Grid Az
 TG1756:SPC ND N     -  HILL AZ MK                               002 41 49.0
 TG1756:UTM  13      -  HILL AZ MK                               359 19 56.0
 TG1756
 TG1756|---------------------------------------------------------------------|
 TG1756| PID    Reference Object                     Distance      Geod. Az  |
 TG1756|                                                           dddmmss.s |
 TG1756| CQ7841 HILL AZ MK                                         0011834.2 |
 TG1756| CQ7842 HILL RM 1                            18.478 METERS 19648     |
 TG1756| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX. 5.9 KM 3231154.7 |
 TG1756| CQ7843 HILL RM 2                                          33721     |
 TG1756|---------------------------------------------------------------------|
 TG1756
 TG1756                          SUPERSEDED SURVEY CONTROL
 TG1756
 TG1756  NAD 83(1986)-  48 35 31.93625(N)    102 21 52.21543(W) AD(       ) 1
 TG1756  NAD 27      -  48 35 31.83200(N)    102 21 50.60000(W) AD(       ) 1
 TG1756
 TG1756.Superseded values are not recommended for survey control.
 TG1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1756.See file dsdata.txt to determine how the superseded data were derived.
 TG1756
 TG1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9432785478(NAD 83)
 TG1756_MARKER: DS = TRIANGULATION STATION DISK
 TG1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1756
 TG1756  HISTORY     - Date     Condition        Report By
 TG1756  HISTORY     - 1946     MONUMENTED       CGS
 TG1756  HISTORY     - 1962     GOOD             CGS
 TG1756
 TG1756                          STATION DESCRIPTION
 TG1756
 TG1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1756'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LOSTWOOD,
 TG1756'0.4 MILE NORTH OF A FARM HOME.  IT IS 23 FEET WEST OF THE
 TG1756'APPROXIMATE CENTERLINE OF A TRACK ROAD, 20 FEET EAST OF A NORTH
 TG1756'AND SOUTH FENCE AND 5 FEET EAST OF A WITNESS POST.  THE MARK
 TG1756'PROJECTS 4 INCHES AND THE DISK IS STAMPED 1946 HILL.
 TG1756'
 TG1756'REFERENCE MARK NO. 1 IS 60.62 FEET SOUTH-SOUTHWEST OF THE STATION,
 TG1756'43 FEET WEST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD AND
 TG1756'4 FEET NORTH OF A FENCE POST.  THE MARK PROJECTS 4 INCHES AND
 TG1756'THE DISK IS STAMPED HILL 1946 NO 1.
 TG1756'
 TG1756'REFERENCE MARK NO. 2 IS 48.51 FEET NORTHWEST OF THE STATION, 41
 TG1756'FEET SOUTH OF A FENCE CORNER AND 0.8 FEET EAST OF THE FENCE
 TG1756'LINE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED NO 2
 TG1756'1946 HILL.
 TG1756'
 TG1756'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 4 FEET SOUTH-SOUTHWEST
 TG1756'OF A WITNESS POST AND 2 FEET WEST OF THE FENCE.  THE MARK
 TG1756'PROJECTS 7 INCHES AND THE DISK IS STAMPED HILL 1946.
 TG1756'
 TG1756'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 TG1756'HIGHWAY NO. 8, ABOUT 1.0 MILE NORTH OF STANLEY, GO WEST AND
 TG1756'NORTH ON STATE HIGHWAY NO. 8 21.5 MILES, TURN RIGHT (EAST) AND
 TG1756'GO 1.5 MILES, TURN RIGHT (SOUTH) AND GO 1.0 MILE, TURN LEFT (EAST)
 TG1756'AND GO 0.5 MILE, TURN RIGHT (SOUTH) ON TRACK ROAD AND GO 0.6
 TG1756'MILE TO AZIMUTH MARK ON LEFT, CONTINUE ON SOUTH 0.3 MILE TO TOP
 TG1756'OF HILL AND STATION ON RIGHT.
 TG1756'
 TG1756'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TG1756
 TG1756                          STATION RECOVERY (1962)
 TG1756
 TG1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TG1756'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TG1756'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1877 ***********************************************************************
 TG1877  DESIGNATION -  HILL
 TG1877  PID         -  TG1877
 TG1877  STATE/COUNTY-  ND/MCKENZIE
 TG1877  USGS QUAD   -  WILLISTON SW (1979)
 TG1877
 TG1877                         *CURRENT SURVEY CONTROL
 TG1877  ___________________________________________________________________
 TG1877* NAD 83(1996)-  48 03 31.47875(N)    103 39 36.60534(W)     ADJUSTED  
 TG1877* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 TG1877  ___________________________________________________________________
 TG1877  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 TG1877  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG1877
 TG1877  HORZ ORDER  -  FIRST
 TG1877
 TG1877.The horizontal coordinates were established by classical geodetic methods
 TG1877.and adjusted by the National Geodetic Survey in January 1998..
 TG1877
 TG1877.The orthometric height was scaled from a topographic map.
 TG1877
 TG1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1877
 TG1877.The geoid height was determined by GEOID03.
 TG1877
 TG1877;                    North         East     Units Scale Factor Converg.
 TG1877;SPC ND N     -   122,545.052   364,520.400   MT  0.99993594   -2 21 05.7
 TG1877;SPC ND N     -   402,050.70  1,195,933.07   iFT  0.99993594   -2 21 05.7
 TG1877;UTM  13      - 5,323,697.730   599,830.956   MT  0.99972246   +0 59 48.1
 TG1877
 TG1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1877!SPC ND N     -   0.99990480  x   0.99993594  =   0.99984075
 TG1877!UTM  13      -   0.99990480  x   0.99972246  =   0.99962729
 TG1877
 TG1877:                Primary Azimuth Mark                     Grid Az
 TG1877:SPC ND N     -  M 378                                    146 24 03.2
 TG1877:UTM  13      -  M 378                                    143 03 09.4
 TG1877
 TG1877|---------------------------------------------------------------------|
 TG1877| PID    Reference Object                     Distance      Geod. Az  |
 TG1877|                                                           dddmmss.s |
 TG1877| TG1361 M 378                                              1440257.5 |
 TG1877| CQ7839 HILL RM 1                            20.443 METERS 15514     |
 TG1877| CQ7840 HILL RM 2                            18.477 METERS 30907     |
 TG1877|---------------------------------------------------------------------|
 TG1877
 TG1877                          SUPERSEDED SURVEY CONTROL
 TG1877
 TG1877  NAD 83(1986)-  48 03 31.47810(N)    103 39 36.60206(W) AD(       ) 1
 TG1877  NAD 27      -  48 03 31.39300(N)    103 39 34.89800(W) AD(       ) 1
 TG1877
 TG1877.Superseded values are not recommended for survey control.
 TG1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1877.See file dsdata.txt to determine how the superseded data were derived.
 TG1877
 TG1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9983123698(NAD 83)
 TG1877_MARKER: DS = TRIANGULATION STATION DISK
 TG1877_SETTING: 0 = UNSPECIFIED SETTING
 TG1877
 TG1877  HISTORY     - Date     Condition        Report By
 TG1877  HISTORY     - 1945     MONUMENTED       CGS
 TG1877  HISTORY     - 1958     MARK NOT FOUND   LOCENG
 TG1877  HISTORY     - 1968     SEE DESCRIPTION  USGS
 TG1877  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TG1877
 TG1877                          STATION DESCRIPTION
 TG1877
 TG1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1877'STATION IS LOCATED ABOUT 7.5 MILES SSW OF WILLISTON, ON THE
 TG1877'E RIGHT-OF-WAY OF U.S. HIGHWAY 85.  THE MARK IS SITUATED AT
 TG1877'THE W EDGE OF A CULTIVATED FIELD, 44 FEET E OF THE APPROXIMATE
 TG1877'CENTER OF THE HIGHWAY, AND 14 FEET E OF A STANDARD WITNESS
 TG1877'POST.  THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND
 TG1877'AND THE DISK IS STAMPED HILL 1945.
 TG1877'
 TG1877'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1877'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1877'CONCRETE.
 TG1877'
 TG1877'REFERENCE MARK 1 IS 67.07 FEET SSE OF THE STATION AND 30
 TG1877'FEET E OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 85.  THE
 TG1877'MARK PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE AND
 TG1877'THE DISK IS STAMPED HILL NO 1 1945.  IT IS A BRONZE REFERENCE
 TG1877'DISK SET IN TOP OF A CONCRETE POST.
 TG1877'
 TG1877'REFERENCE MARK 2 IS 60.62 FEET NW OF THE STATION AND 30 FEET
 TG1877'E OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 85.  THE MARK
 TG1877'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED HILL NO 2
 TG1877'1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1877'POST.
 TG1877'
 TG1877'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SE OF THE STATION.
 TG1877'THE MARK IS A U.S.C. AND G.S. BENCH-MARK DISK SET IN A 6-
 TG1877'BY 6-INCH CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE
 TG1877'THE GROUND.  IT IS 40 FEET E OF THE APPROXIMATE CENTER OF
 TG1877'U.S. HIGHWAY 85, 10 FEET S OF A POWER-LINE POLE, AND 1 FOOT
 TG1877'N OF A STANDARD WITNESS POST.  THE DISK IS STAMPED M-378.
 TG1877'
 TG1877'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO
 TG1877'W ON U.S. HIGHWAY 2 FOR 5.0 MILES TO THE JUNCTION OF U.S.
 TG1877'HIGHWAY 85.  TURN LEFT AND FOLLOW HIGHWAY 85 S FOR 7.0 MILES
 TG1877'TO THE STATION ON THE LEFT AS DESCRIBED.
 TG1877'
 TG1877'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S FOR 0.15
 TG1877'MILE TO THE BENCH MARK ON THE LEFT.
 TG1877'
 TG1877'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 TG1877
 TG1877                          STATION RECOVERY (1958)
 TG1877
 TG1877'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958 (KJF)
 TG1877'RECOVERED BY NW BELL TEL CO.
 TG1877'
 TG1877'STATION WAS NOT FOUND.  REFERENCE MARKS 1 AND 2 WERE FOUND
 TG1877'PILED UP BY THE EDGE OF A ROAD, NORTH OF THEIR LOCATION.
 TG1877
 TG1877                          STATION RECOVERY (1968)
 TG1877
 TG1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TG1877'STATION DESTROYED
 TG1877'
 TG1877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.5
 TG1877'MILES SSW OF WILLISTON
 TG1877
 TG1877                          STATION RECOVERY (1976)
 TG1877
 TG1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TG1877'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 TG1877'DESTROYED, THEY WERE LYING ON TOP OF THE GROUND ALONG THE OLD ROAD
 TG1877'NEAR THE ROSELAND LUTHERAN CHURCH, THE DISKS WERE REMOVED AT THIS
 TG1877'TIME.  THE UNDERGROUND STATION MARK WAS SEARCHED FOR BUT NOT
 TG1877'FOUND, THE GROUND REFERENCES ARE VERY POOR, IT MAY HAVE BEEN
 TG1877'GRADED OUT AT THE TIME THE SURFACE MARKS WERE DESTROYED.  THE
 TG1877'AZIMUTH MARK, BENCH MARK M 378 1940, WAS RECOVERED IN GOOD
 TG1877'CONDITION IN A GRASSED AREA, IT WAS RESET AT THIS TIME AS THE RANCHER
 TG1877'WISHED TO PLOW THAT FIELD.
 TG1877'
 TG1877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7.5 MILES SSW
 TG1877'OF WILLISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1297 ***********************************************************************
 SL1297  DESIGNATION -  HILLSBORO MUNICIPAL TANK
 SL1297  PID         -  SL1297
 SL1297  STATE/COUNTY-  ND/TRAILL
 SL1297  USGS QUAD   -  HILLSBORO (1984)
 SL1297
 SL1297                         *CURRENT SURVEY CONTROL
 SL1297  ___________________________________________________________________
 SL1297* NAD 83(1996)-  47 24 19.89515(N)    097 03 43.60998(W)     ADJUSTED  
 SL1297* NAVD 88     -                                                        
 SL1297  ___________________________________________________________________
 SL1297  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 SL1297  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL1297
 SL1297  HORZ ORDER  -  THIRD
 SL1297
 SL1297.The horizontal coordinates were established by classical geodetic methods
 SL1297.and adjusted by the National Geodetic Survey in January 1998..
 SL1297
 SL1297
 SL1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1297
 SL1297.The geoid height was determined by GEOID03.
 SL1297
 SL1297;                    North         East     Units Scale Factor Converg.
 SL1297;SPC ND N     -    50,878.904   859,402.151   MT  1.00000558   +2 33 29.7
 SL1297;SPC ND N     -   166,925.54  2,819,560.86   iFT  1.00000558   +2 33 29.7
 SL1297;UTM  14      - 5,252,050.936   646,208.166   MT  0.99986271   +1 25 36.7
 SL1297
 SL1297                          SUPERSEDED SURVEY CONTROL
 SL1297
 SL1297  NAD 83(1986)-  47 24 19.89399(N)    097 03 43.60184(W) AD(       ) 4
 SL1297  NAD 27      -  47 24 19.97100(N)    097 03 42.29200(W) AD(       ) 3
 SL1297
 SL1297.Superseded values are not recommended for survey control.
 SL1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1297.See file dsdata.txt to determine how the superseded data were derived.
 SL1297
 SL1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4620852051(NAD 83)
 SL1297_MARKER: 53 = ELEVATED TANK
 SL1297
 SL1297  HISTORY     - Date     Condition        Report By
 SL1297  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1297
 SL1297                          STATION DESCRIPTION
 SL1297
 SL1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1297'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED IN THE
 SL1297'NORTH CENTRAL PART OF HILLSBORO.  THE TANK IS ELEVATED BY
 SL1297'A FOUR-LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY 110
 SL1297'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1296 ***********************************************************************
 SL1296  DESIGNATION -  HILLSBORO TRAILL CO CTHSE DOME
 SL1296  PID         -  SL1296
 SL1296  STATE/COUNTY-  ND/TRAILL
 SL1296  USGS QUAD   -  HILLSBORO (1984)
 SL1296
 SL1296                         *CURRENT SURVEY CONTROL
 SL1296  ___________________________________________________________________
 SL1296* NAD 83(1996)-  47 24 13.08357(N)    097 03 49.62330(W)     ADJUSTED  
 SL1296* NAVD 88     -                                                        
 SL1296  ___________________________________________________________________
 SL1296  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SL1296  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL1296
 SL1296  HORZ ORDER  -  THIRD
 SL1296
 SL1296.The horizontal coordinates were established by classical geodetic methods
 SL1296.and adjusted by the National Geodetic Survey in January 1998..
 SL1296
 SL1296
 SL1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1296
 SL1296.The geoid height was determined by GEOID03.
 SL1296
 SL1296;                    North         East     Units Scale Factor Converg.
 SL1296;SPC ND N     -    50,663.124   859,285.583   MT  1.00000597   +2 33 25.2
 SL1296;SPC ND N     -   166,217.60  2,819,178.42   iFT  1.00000597   +2 33 25.2
 SL1296;UTM  14      - 5,251,837.530   646,087.378   MT  0.99986228   +1 25 32.1
 SL1296
 SL1296                          SUPERSEDED SURVEY CONTROL
 SL1296
 SL1296  NAD 83(1986)-  47 24 13.08240(N)    097 03 49.61520(W) AD(       ) 4
 SL1296  NAD 27      -  47 24 13.16100(N)    097 03 48.30300(W) AD(       ) 3
 SL1296
 SL1296.Superseded values are not recommended for survey control.
 SL1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1296.See file dsdata.txt to determine how the superseded data were derived.
 SL1296
 SL1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4608751838(NAD 83)
 SL1296_MARKER: 87 = DOME
 SL1296
 SL1296  HISTORY     - Date     Condition        Report By
 SL1296  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1296
 SL1296                          STATION DESCRIPTION
 SL1296
 SL1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1296'THE STATION IS THE METAL BALL ATOP THE TRAILL COUNTY COURTHOUSE
 SL1296'DOME LOCATED IN THE TOWN OF HILLSBORO.  IT IS A TAN-BRICK
 SL1296'BUILDING APPROXIMATELY 90 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1164 ***********************************************************************
 SM1164  DESIGNATION -  HILLSDALE
 SM1164  PID         -  SM1164
 SM1164  STATE/COUNTY-  ND/EDDY
 SM1164  USGS QUAD   -  HORSESHOE LAKE (1951)
 SM1164
 SM1164                         *CURRENT SURVEY CONTROL
 SM1164  ___________________________________________________________________
 SM1164* NAD 83(1996)-  47 46 30.30189(N)    098 50 57.37819(W)     ADJUSTED  
 SM1164* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 SM1164  ___________________________________________________________________
 SM1164  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 SM1164  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SM1164
 SM1164  HORZ ORDER  -  FIRST
 SM1164
 SM1164.The horizontal coordinates were established by classical geodetic methods
 SM1164.and adjusted by the National Geodetic Survey in January 1998..
 SM1164
 SM1164.The orthometric height was scaled from a topographic map.
 SM1164
 SM1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1164
 SM1164.The geoid height was determined by GEOID03.
 SM1164
 SM1164;                    North         East     Units Scale Factor Converg.
 SM1164;SPC ND N     -    87,500.134   723,705.050   MT  0.99995037   +1 13 42.1
 SM1164;SPC ND N     -   287,073.93  2,374,360.40   iFT  0.99995037   +1 13 42.1
 SM1164;UTM  14      - 5,291,313.221   511,292.435   MT  0.99960157   +0 06 41.8
 SM1164
 SM1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1164!SPC ND N     -   0.99992924  x   0.99995037  =   0.99987961
 SM1164!UTM  14      -   0.99992924  x   0.99960157  =   0.99953084
 SM1164
 SM1164:                Primary Azimuth Mark                     Grid Az
 SM1164:SPC ND N     -  HILLSDALE AZ MK                          088 41 51.5
 SM1164:UTM  14      -  HILLSDALE AZ MK                          089 48 51.8
 SM1164
 SM1164|---------------------------------------------------------------------|
 SM1164| PID    Reference Object                     Distance      Geod. Az  |
 SM1164|                                                           dddmmss.s |
 SM1164| CO5182 HILLSDALE AZ MK                                    0895533.6 |
 SM1164| CO5183 HILLSDALE RM 1                       31.047 METERS 12518     |
 SM1164| CO5184 HILLSDALE RM 2                       39.372 METERS 24243     |
 SM1164|---------------------------------------------------------------------|
 SM1164
 SM1164                          SUPERSEDED SURVEY CONTROL
 SM1164
 SM1164  NAD 83(1986)-  47 46 30.30252(N)    098 50 57.37603(W) AD(       ) 1
 SM1164  NAD 27      -  47 46 30.31590(N)    098 50 55.98080(W) AD(       ) 1
 SM1164
 SM1164.Superseded values are not recommended for survey control.
 SM1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1164.See file dsdata.txt to determine how the superseded data were derived.
 SM1164
 SM1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1129291313(NAD 83)
 SM1164_MARKER: DS = TRIANGULATION STATION DISK
 SM1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1164
 SM1164  HISTORY     - Date     Condition        Report By
 SM1164  HISTORY     - 1934     MONUMENTED       CGS
 SM1164  HISTORY     - 1951     SEE DESCRIPTION  USGS
 SM1164  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SM1164
 SM1164                          STATION DESCRIPTION
 SM1164
 SM1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1164'STATION IS LOCATED 12.5 MILES NNE OF BRANTFORD, 8.5 MILES SW OF
 SM1164'WARWICK, ON LINE BETWEEN SECS. 28 AND 33, 1/4 MILE W OF THE NE
 SM1164'CORNER OF SEC. 33, T 150 N, R 64 W, IN HILLSDALE TOWNSHIP, ON
 SM1164'PROPERTY OWNED BY JOHN BROWN.  STATION IS ON TOP OF GRADE
 SM1164'67 FEET NNE OF TELEPHONE POLE, 27 FEET N OF CENTER LINE OF E-W
 SM1164'ROAD.  MARK IS SET ABOUT 12 INCHES BELOW THE SURFACE OF THE
 SM1164'GROUND.
 SM1164'
 SM1164'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1164'BRONZE DISKS SET IN CONCRETE.
 SM1164'
 SM1164'REFERENCE MARK NO. 1 IS SE OF THE STATION, 32 FEET S OF CENTER
 SM1164'LINE OF E-W ROAD.  MARK PROJECTS ABOUT 4 INCHES ABOVE THE
 SM1164'GROUND.
 SM1164'
 SM1164'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 33 FEET S OF E-W
 SM1164'ROAD LEADING TO STATION, AND PROJECTS 4 INCHES ABOVE THE GROUND.
 SM1164'
 SM1164'AZIMUTH MARK IS DUE E OF THE STATION AND 0.1 MILE W OF N AND
 SM1164'S FENCE LINE, 30 FEET N OF CENTER LINE OF E-W ROAD LEADING TO
 SM1164'STATION.  MARK PROJECTS ABOUT 4 INCHES ABOVE SURFACE OF THE
 SM1164'GROUND.
 SM1164'
 SM1164'TO REACH THE STATION FROM THE RAILROAD STATION IN TOKIO BY
 SM1164'GOING E AND S ON MAIN GRAVEL ROAD FOR 0.55 MILE, THENCE
 SM1164'LEFT (S) ON GRAVEL T-ROAD, SIGN ON POLE WOODLAKE, FOR 1.8
 SM1164'MILES AND KEEP LEFT AT FORKS, GO 0.75 MILE BEYOND.  THE ROAD
 SM1164'MAKES A SHARP BEND TO THE LEFT (S).  FROM HERE GO S FOR 4.4
 SM1164'MILES, THENCE RIGHT (W) AT T-ROAD JUNCTION, GO 0.25 MILE TO
 SM1164'T-ROAD LEFT.  TURN LEFT (S) ON DIRT T-ROAD, GO 4.0 MILES OR 1.0
 SM1164'MILE BEYOND WHITE SCHOOL ON LEFT, THENCE RIGHT (W) AT
 SM1164'CROSSROADS.  (MAIL BOX IS IN SE ANGLE.) GO 0.2 MILE TO TOP OF
 SM1164'GRADE AND STATION ON RIGHT.
 SM1164'
 SM1164'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 SM1164
 SM1164                          STATION RECOVERY (1951)
 SM1164
 SM1164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 SM1164'STATION DESTROYED BY ROAD GRADER.
 SM1164
 SM1164                          STATION RECOVERY (1961)
 SM1164
 SM1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 SM1164'THIS STATION HAS BEEN DESTROYED.  THE DESCRIBED LOCATION IS IN
 SM1164'THE PRESENT GRADER DITCH.  MEASUREMENTS WERE MADE FROM THE
 SM1164'REFERENCE MARKS AND IT APPEARS THAT THE UNDERGROUND MARK WAS
 SM1164'ALSO DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0925 ***********************************************************************
 RR0925  DESIGNATION -  HINDERER
 RR0925  PID         -  RR0925
 RR0925  STATE/COUNTY-  ND/GRANT
 RR0925  USGS QUAD   -  PARADISE FLATS (1972)
 RR0925
 RR0925                         *CURRENT SURVEY CONTROL
 RR0925  ___________________________________________________________________
 RR0925* NAD 83(1996)-  46 07 37.33259(N)    101 35 52.07469(W)     ADJUSTED  
 RR0925* NAVD 88     -       765.5    (meters)    2511.     (feet)  VERTCON   
 RR0925  ___________________________________________________________________
 RR0925  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 RR0925  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 RR0925
 RR0925  HORZ ORDER  -  FIRST
 RR0925
 RR0925.The horizontal coordinates were established by classical geodetic methods
 RR0925.and adjusted by the National Geodetic Survey in January 1998..
 RR0925
 RR0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0925
 RR0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0925
 RR0925.The geoid height was determined by GEOID03.
 RR0925
 RR0925;                    North         East     Units Scale Factor Converg.
 RR0925;SPC ND S     -    51,766.320   515,157.513   MT  1.00001154   -0 48 02.6
 RR0925;SPC ND S     -   169,837.01  1,690,149.32   iFT  1.00001154   -0 48 02.6
 RR0925;UTM  14      - 5,111,443.170   299,309.916   MT  1.00009514   -1 52 23.9
 RR0925
 RR0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0925!SPC ND S     -   0.99988312  x   1.00001154  =   0.99989466
 RR0925!UTM  14      -   0.99988312  x   1.00009514  =   0.99997825
 RR0925
 RR0925:                Primary Azimuth Mark                     Grid Az
 RR0925:SPC ND S     -  HINDERER AZ MK                           060 33 46.6
 RR0925:UTM  14      -  HINDERER AZ MK                           061 38 07.9
 RR0925
 RR0925|---------------------------------------------------------------------|
 RR0925| PID    Reference Object                     Distance      Geod. Az  |
 RR0925|                                                           dddmmss.s |
 RR0925| CQ7844 HINDERER AZ MK                                     0594544.0 |
 RR0925| CQ7845 HINDERER RM 1                        13.535 METERS 17242     |
 RR0925| CQ7846 HINDERER RM 2                        66.750 METERS 27159     |
 RR0925| RR0938 ELGIN TANK                          APPROX.36.4 KM 3284313.3 |
 RR0925|---------------------------------------------------------------------|
 RR0925
 RR0925                          SUPERSEDED SURVEY CONTROL
 RR0925
 RR0925  NAD 83(1986)-  46 07 37.32450(N)    101 35 52.07171(W) AD(       ) 1
 RR0925  NAD 27      -  46 07 37.31000(N)    101 35 50.59600(W) AD(       ) 1
 RR0925  NGVD 29 (07/19/86)  765.0    (m)         2510.     (f) VERT ANG       
 RR0925
 RR0925.Superseded values are not recommended for survey control.
 RR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0925.See file dsdata.txt to determine how the superseded data were derived.
 RR0925
 RR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9931011443(NAD 83)
 RR0925_MARKER: DS = TRIANGULATION STATION DISK
 RR0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0925
 RR0925  HISTORY     - Date     Condition        Report By
 RR0925  HISTORY     - 1934     MONUMENTED       CGS
 RR0925  HISTORY     - 1959     GOOD             CGS
 RR0925
 RR0925                          STATION DESCRIPTION
 RR0925
 RR0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0925'STATION IS LOCATED 15 MILES N AND 2-1/2 MILES W OF WATAUGA
 RR0925'IN NW 1/4 OF SEC. 32, T 131 N, R 87 W, NEAR THE SE EDGE OF
 RR0925'BUTTE RIM, ABOUT 15 FEET NNE OF A LARGE PILE OF ROCKS.  MARK
 RR0925'IS FLUSH.
 RR0925'
 RR0925'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0925'BRONZE DISKS SET IN CONCRETE.
 RR0925'
 RR0925'REFERENCE MARK NO. 1 IS 13.535 METERS (44.41 FEET) S OF STATION
 RR0925'JUST E OF LARGE PILE OF ROCKS.
 RR0925'
 RR0925'REFERENCE MARK NO. 2 IS 66.750 METERS (219.00 FEET) W OF STATION
 RR0925'SET AT W EDGE OF CULTIVATED FIELD.
 RR0925'
 RR0925'AZIMUTH MARK IS ABOUT 0.8 MILE NE OF STATION, SET IN SCHOOLYARD.
 RR0925'MARK IS 25 FEET N OF CENTER LINE OF SECTION LINE ROAD AND
 RR0925'ABOUT 280 FEET W OF CROSSROADS.
 RR0925'
 RR0925'REACHED FROM WATAUGA BY GOING W ON U.S. HIGHWAY 12, 0.65 MILE
 RR0925'TO GRADED ROAD WHICH TURNS N JUST E OF A CONCRETE CULVERT.  GO
 RR0925'N 1.4 MILES TO STATE BOUNDARY ROAD, THENCE W 0.25 MILE TO
 RR0925'MILEPOST 241, TURN N AND GO 13.55 MILES TO CROSSROADS, TURN
 RR0925'W ON SECTION LINE ROAD AND GO 1.0 MILE TO CROSSROADS WITH
 RR0925'SCHOOLHOUSE IN NW INTERSECTION, CONTINUE W 1.0 MILE TO SECTION
 RR0925'CORNER, THENCE S ON PRAIRIE ROAD 0.35 MILE TO TOP OF HILL,
 RR0925'THENCE JUST BEFORE DESCENDING HILL ON S SIDE, TURN E FOR 0.35
 RR0925'MILE TO LARGE PILE OF ROCKS AND STATION.
 RR0925
 RR0925                          STATION RECOVERY (1959)
 RR0925
 RR0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0925'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0925'
 RR0925'AT THE TIME THE STATION WAS RECOVERED THE DESCRIPTION WAS NOT
 RR0925'AVAILABLE SO THE DESCRIPTION TO REACH WAS NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0773 ***********************************************************************
 RR0773  DESIGNATION -  HOERR
 RR0773  PID         -  RR0773
 RR0773  STATE/COUNTY-  ND/BURLEIGH
 RR0773  USGS QUAD   -  MOFFIT (1971)
 RR0773
 RR0773                         *CURRENT SURVEY CONTROL
 RR0773  ___________________________________________________________________
 RR0773* NAD 83(1996)-  46 42 41.62022(N)    100 20 38.08386(W)     ADJUSTED  
 RR0773* NAVD 88     -       560.2    (meters)    1838.     (feet)  VERTCON   
 RR0773  ___________________________________________________________________
 RR0773  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 RR0773  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 RR0773
 RR0773  HORZ ORDER  -  FIRST
 RR0773
 RR0773.The horizontal coordinates were established by classical geodetic methods
 RR0773.and adjusted by the National Geodetic Survey in January 1998..
 RR0773
 RR0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0773
 RR0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0773
 RR0773.The geoid height was determined by GEOID03.
 RR0773
 RR0773;                    North         East     Units Scale Factor Converg.
 RR0773;SPC ND S     -   116,158.572   611,934.405   MT  0.99993815   +0 06 49.9
 RR0773;SPC ND S     -   381,097.68  2,007,658.81   iFT  0.99993815   +0 06 49.9
 RR0773;UTM  14      - 5,173,988.739   397,280.305   MT  0.99972969   -0 58 42.0
 RR0773
 RR0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0773!SPC ND S     -   0.99991562  x   0.99993815  =   0.99985377
 RR0773!UTM  14      -   0.99991562  x   0.99972969  =   0.99964533
 RR0773
 RR0773:                Primary Azimuth Mark                     Grid Az
 RR0773:SPC ND S     -  HOERR AZ MK                              080 33 49.8
 RR0773:UTM  14      -  HOERR AZ MK                              081 39 21.7
 RR0773
 RR0773|---------------------------------------------------------------------|
 RR0773| PID    Reference Object                     Distance      Geod. Az  |
 RR0773|                                                           dddmmss.s |
 RR0773| CO5187 HOERR AZ MK                                        0804039.7 |
 RR0773| CO5188 HOERR RM 1                           13.899 METERS 17254     |
 RR0773| CO5189 HOERR RM 2                           16.060 METERS 25952     |
 RR0773| RR0835 MENOKEN RADIO STA KFYR MAST         APPROX.22.1 KM 3161108.6 |
 RR0773|---------------------------------------------------------------------|
 RR0773
 RR0773                          SUPERSEDED SURVEY CONTROL
 RR0773
 RR0773  NAD 83(1986)-  46 42 41.60962(N)    100 20 38.06907(W) AD(       ) 1
 RR0773  NAD 27      -  46 42 41.64400(N)    100 20 36.65300(W) AD(       ) 1
 RR0773  NGVD 29 (07/19/86)  559.8    (m)         1837.     (f) VERT ANG       
 RR0773
 RR0773.Superseded values are not recommended for survey control.
 RR0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0773.See file dsdata.txt to determine how the superseded data were derived.
 RR0773
 RR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9728073989(NAD 83)
 RR0773_MARKER: DS = TRIANGULATION STATION DISK
 RR0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0773+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 RR0773
 RR0773  HISTORY     - Date     Condition        Report By
 RR0773  HISTORY     - 1948     MONUMENTED       CGS
 RR0773  HISTORY     - 1957     GOOD             CGS
 RR0773  HISTORY     - 1970     GOOD             USGS
 RR0773  HISTORY     - 20030615 GOOD             INDIV
 RR0773
 RR0773                          STATION DESCRIPTION
 RR0773
 RR0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0773'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF STERLING, ABOUT
 RR0773'2.5 MILES NORTHWEST OF MOFFIT, 100 YARDS SOUTH OF A WIRE FENCE,
 RR0773'ON THE NORTH SLOPE OF RIDGE, ON THE HOERR ESTATE.
 RR0773'
 RR0773'TO REACH FROM THE DEPOT IN MOFFIT, GO SOUTH ON U.S. HIGHWAY 83
 RR0773'FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.8 MILE TO A
 RR0773'T-ROAD RIGHT, TURN RIGHT AND GO 2.0 MILES TO A LEFT TURN IN ROAD,
 RR0773'TURN LEFT AND GO 1.0 MILE TO A RIGHT TURN IN ROAD, TURN RIGHT
 RR0773'AND GO 0.45 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT INTO PASTURE
 RR0773'AND FOLLOW TRACK ROAD FOR 0.3 MILE TO A WIRE GATE AND AZIMUTH
 RR0773'MARK ON LEFT, PASS THROUGH GATE, TURN RIGHT AND FOLLOW FENCE FOR
 RR0773'0.25 MILE, TURN LEFT AND GO 100 YARDS TO THE STATION.
 RR0773'
 RR0773'STATION IS 10 FEET SOUTHWEST OF A WITNESS POST.  IT IS A STANDARD
 RR0773'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RR0773'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOERR
 RR0773'1948.
 RR0773'
 RR0773'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 RR0773'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0773'5 INCHES, AND THE DISK IS STAMPED HOERR NO 1 1948.
 RR0773'
 RR0773'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN THE
 RR0773'TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 6
 RR0773'INCHES, AND THE DISK IS STAMPED HOERR NO 2 1948.
 RR0773'
 RR0773'AZIMUTH MARK IS 0.25 MILE FROM THE STATION, 8 FEET EAST OF A WIRE
 RR0773'GATE, AND 3 FEET WEST OF A WITNESS POST.  IT IS A STANDARD AZIMUTH
 RR0773'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE
 RR0773'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED HOERR 1948.
 RR0773'
 RR0773'DAVENPORT 1934, NAUGHTON 1945, DUEMELAND, STERLING, TRAUTMAN,
 RR0773'AND LONG WILL SEE FROM A 4-FOOT STAND.
 RR0773'
 RR0773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0773
 RR0773                          STATION RECOVERY (1957)
 RR0773
 RR0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0773'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0773'CONDITION.  SOME OF THE ROADS USED IN THE ORIGINAL DESCRIPTION
 RR0773'ARE NOW IMPASSABLE SO A NEW DESCRIPTION TO REACH FOLLOWS--
 RR0773'
 RR0773'TO REACH FROM MOFFIT, FROM THE RAILROAD STATION, GO NORTH ON U.S.
 RR0773'HIGHWAY 83 FOR 4.0 MILES TO CROSSROADS, TURN LEFT AND GO WEST
 RR0773'ON GRAVEL ROAD FOR 3.0 MILES TO CROSSROADS, TURN LEFT ACROSS
 RR0773'RAILROAD FOR 0.1 MILE THEN BEAR LEFT AND GO SOUTHEAST ON TRACK
 RR0773'ROAD ALONG RAILROAD FOR 1.45 MILES, HERE BEAR RIGHT AND GO SOUTH
 RR0773'ON A TRACK ROAD FOR 0.5 MILE TO A GATE IN FENCE LINE ON RIGHT,
 RR0773'TURN RIGHT THROUGH GATE AND GO WEST ALONG SOUTH SIDE OF FENCE
 RR0773'FOR 0.35 MILE TO THE AZIMUTH MARK IN FENCE LINE ON RIGHT,
 RR0773'CONTINUE WEST FOR 0.25 MILE THEN TURN LEFT AND GO SOUTH FOR
 RR0773'ABOUT 100 YARDS TO TOP OF HILL AND STATION.
 RR0773
 RR0773                          STATION RECOVERY (1970)
 RR0773
 RR0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0773'STATION, REFERENCE AND AZIMUTH MARKS FOUND AS DESCRIBED AND IN
 RR0773'GOOD CONDITION.
 RR0773'
 RR0773'THE 1957 DESCRIPTION IS SATISFACTORY.
 RR0773'
 RR0773'STANDARD BRACED TRIPOD USED.
 RR0773
 RR0773                          STATION RECOVERY (2003)
 RR0773
 RR0773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 RR0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0746 ***********************************************************************
 RQ0746  DESIGNATION -  HOFF
 RQ0746  PID         -  RQ0746
 RQ0746  STATE/COUNTY-  ND/MCINTOSH
 RQ0746  USGS QUAD   -  MAY LAKE SW (1982)
 RQ0746
 RQ0746                         *CURRENT SURVEY CONTROL
 RQ0746  ___________________________________________________________________
 RQ0746* NAD 83(1996)-  46 00 49.07968(N)    099 37 50.96283(W)     ADJUSTED  
 RQ0746* NAVD 88     -       665.9    (meters)    2185.     (feet)  VERTCON   
 RQ0746  ___________________________________________________________________
 RQ0746  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 RQ0746  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 RQ0746
 RQ0746  HORZ ORDER  -  FIRST
 RQ0746
 RQ0746.The horizontal coordinates were established by classical geodetic methods
 RQ0746.and adjusted by the National Geodetic Survey in January 1998..
 RQ0746
 RQ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0746
 RQ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0746
 RQ0746.The geoid height was determined by GEOID03.
 RQ0746
 RQ0746;                    North         East     Units Scale Factor Converg.
 RQ0746;SPC ND S     -    38,940.458   667,313.942   MT  1.00003768   +0 38 02.3
 RQ0746;SPC ND S     -   127,757.41  2,189,350.20   iFT  1.00003768   +0 38 02.3
 RQ0746;SPC SD N     -   242,362.927   628,592.847   MT  1.00008054   +0 15 40.6
 RQ0746;SPC SD N     -   795,152.37  2,062,308.37   sFT  1.00008054   +0 15 40.6
 RQ0746;UTM  14      - 5,095,755.669   451,165.946   MT  0.99962932   -0 27 14.0
 RQ0746
 RQ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0746!SPC ND S     -   0.99989916  x   1.00003768  =   0.99993684
 RQ0746!SPC SD N     -   0.99989916  x   1.00008054  =   0.99997969
 RQ0746!UTM  14      -   0.99989916  x   0.99962932  =   0.99952852
 RQ0746
 RQ0746|---------------------------------------------------------------------|
 RQ0746| PID    Reference Object                     Distance      Geod. Az  |
 RQ0746|                                                           dddmmss.s |
 RQ0746| CO5190 HOFF RM 1                            42.347 METERS 11626     |
 RQ0746| QR0694 EUREKA GERMAN LUTH ZION CHURCH      APPROX.27.1 KM 1785102.0 |
 RQ0746| CO5191 HOFF RM 2                            45.516 METERS 24513     |
 RQ0746| QR0699 ZEELAND ST ANDREWS CATH CH          APPROX.16.1 KM 2523910.6 |
 RQ0746| QR0698 ZEELAND GERMAN LUTH CH CROSS        APPROX.16.3 KM 2525405.2 |
 RQ0746| QR0697 ZEELAND HOFFENSTOFF REFORM CH       APPROX.16.4 KM 2532332.2 |
 RQ0746| RQ0750 FIEST RESET                         APPROX.15.6 KM 2663827.1 |
 RQ0746|---------------------------------------------------------------------|
 RQ0746
 RQ0746                          SUPERSEDED SURVEY CONTROL
 RQ0746
 RQ0746  NAD 83(1986)-  46 00 49.07639(N)    099 37 50.95374(W) AD(       ) 1
 RQ0746  NAD 27      -  46 00 49.15100(N)    099 37 49.53300(W) AD(       ) 1
 RQ0746  NGVD 29 (07/19/86)  665.5    (m)         2183.     (f) VERT ANG       
 RQ0746
 RQ0746.Superseded values are not recommended for survey control.
 RQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0746.See file dsdata.txt to determine how the superseded data were derived.
 RQ0746
 RQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR5116695756(NAD 83)
 RQ0746_MARKER: DS = TRIANGULATION STATION DISK
 RQ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0746
 RQ0746  HISTORY     - Date     Condition        Report By
 RQ0746  HISTORY     - 1934     MONUMENTED       CGS
 RQ0746  HISTORY     - 1959     GOOD             CGS
 RQ0746
 RQ0746                          STATION DESCRIPTION
 RQ0746
 RQ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0746'STATION IS LOCATED 12.6 MILES W OF ASHLEY, 5 MILES W OF
 RQ0746'VENTURIA NEAR THE SE CORNER OF THE SE 1/4 OF SEC. 1, T 129 N,
 RQ0746'R 72 W, IN PASTURE LAND OWNED BY HENRY HOFF WHO LIVES ABOUT 1/2
 RQ0746'MILE N OF STATION.  MARK IS PLACED 0.1 MILE W OF SECTION CORNER,
 RQ0746'15 FEET N OF N RIGHT-OF-WAY FENCE LINE OF SECTION LINE ROAD.
 RQ0746'
 RQ0746'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RQ0746'BRONZE DISKS SET IN CONCRETE.
 RQ0746'
 RQ0746'REFERENCE MARK NO. 1 IS 42.347 METERS (138.93 FEET) SE OF
 RQ0746'STATION SET IN S RIGHT-OF-WAY FENCE LINE OF SECTION LINE ROAD.
 RQ0746'
 RQ0746'REFERENCE MARK NO. 2 IS 45.516 METERS (149.33 FEET) SW OF
 RQ0746'STATION SET IN S RIGHT-OF-WAY FENCE LINE OF SECTION LINE ROAD.
 RQ0746'
 RQ0746'AZIMUTH MARK IS 0.8 MILE N OF STATION REACHED BY GOING E 0.1
 RQ0746'MILE, THENCE N 0.75 MILE TO MARK IN W RIGHT-OF-WAY FENCE LINE,
 RQ0746'35 FEET S OF FARM ENTRANCE.  20 FEET W OF CENTER LINE OF
 RQ0746'SECTION LINE ROAD.
 RQ0746'
 RQ0746'HEIGHT OF LIGHT ABOVE STATION MARK - 21.3 METERS.
 RQ0746
 RQ0746                          STATION RECOVERY (1959)
 RQ0746
 RQ0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0746'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0746'CONDITION.
 RQ0746'
 RQ0746'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RQ0746'3 AND 11, 2 MILES NORTH OF VENTURIA, GO WEST ON STATE HIGHWAY
 RQ0746'11 FOR 4.0 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH FOR
 RQ0746'0.25 MILE TO THE AZIMUTH MARK IN FENCE LINE ON THE RIGHT,
 RQ0746'CONTINUE SOUTH FOR 0.75 MILE TO A SECTION-LINE ROAD ON THE
 RQ0746'RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE STATION
 RQ0746'ON THE RIGHT.
 RQ0746'
 RQ0746'THE STATION MARK IS ABOUT 15 FEET NORTH OF THE FENCE LINE
 RQ0746'AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1568 ***********************************************************************
 SN1568  DESIGNATION -  HOFF
 SN1568  PID         -  SN1568
 SN1568  STATE/COUNTY-  ND/SHERIDAN
 SN1568  USGS QUAD   -  DENHOFF (1960)
 SN1568
 SN1568                         *CURRENT SURVEY CONTROL
 SN1568  ___________________________________________________________________
 SN1568* NAD 83(1996)-  47 29 12.02923(N)    100 19 37.91302(W)     ADJUSTED  
 SN1568* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 SN1568  ___________________________________________________________________
 SN1568  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 SN1568  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 SN1568
 SN1568  HORZ ORDER  -  THIRD
 SN1568
 SN1568.The horizontal coordinates were established by classical geodetic methods
 SN1568.and adjusted by the National Geodetic Survey in January 1998..
 SN1568
 SN1568.The orthometric height was scaled from a topographic map.
 SN1568
 SN1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1568
 SN1568.The geoid height was determined by GEOID03.
 SN1568
 SN1568;                    North         East     Units Scale Factor Converg.
 SN1568;SPC ND N     -    54,123.441   613,022.667   MT  0.99998994   +0 07 42.9
 SN1568;SPC ND N     -   177,570.34  2,011,229.22   iFT  0.99998994   +0 07 42.9
 SN1568;UTM  14      - 5,260,102.460   400,019.636   MT  0.99972284   -0 58 42.2
 SN1568
 SN1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1568!SPC ND N     -   0.99990850  x   0.99998994  =   0.99989844
 SN1568!UTM  14      -   0.99990850  x   0.99972284  =   0.99963137
 SN1568
 SN1568|---------------------------------------------------------------------|
 SN1568| PID    Reference Object                     Distance      Geod. Az  |
 SN1568|                                                           dddmmss.s |
 SN1568| CO5193 HOFF RM 1                             5.979 METERS 09201     |
 SN1568| SN1563 DENHOFF MICROWAVE MAST              APPROX. 6.5 KM 1162704.5 |
 SN1568| CO5194 HOFF RM 2                             7.938 METERS 27218     |
 SN1568| CO5192 HOFF AZ MK                                         2762445.5 |
 SN1568|---------------------------------------------------------------------|
 SN1568
 SN1568                          SUPERSEDED SURVEY CONTROL
 SN1568
 SN1568  NAD 83(1986)-  47 29 12.03522(N)    100 19 37.90915(W) AD(       ) 3
 SN1568  NAD 27      -  47 29 12.04210(N)    100 19 36.44630(W) AD(       ) 3
 SN1568
 SN1568.Superseded values are not recommended for survey control.
 SN1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1568.See file dsdata.txt to determine how the superseded data were derived.
 SN1568
 SN1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT0002060102(NAD 83)
 SN1568_MARKER: DS = TRIANGULATION STATION DISK
 SN1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1568
 SN1568  HISTORY     - Date     Condition        Report By
 SN1568  HISTORY     - 1962     MONUMENTED       CGS
 SN1568
 SN1568                          STATION DESCRIPTION
 SN1568
 SN1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1568'THE STATION IS LOCATED 5-1/4 MILES EAST OF THE TOWN OF MC CLUSKY,
 SN1568'IN THE NW 1/4 OF SEC. 11, T146N, R76W, NEXT TO STATE HIGHWAY
 SN1568'7.
 SN1568'
 SN1568'TO REACH FROM MAIN ST. AND STATE HIGHWAY 7 IN MC CLUSKY, GO
 SN1568'EAST ON STATE ROUTE 7 FOR 5.1 MILES TO THE AZIMUTH MARK ON
 SN1568'THE LEFT.  CONTINUE EAST FOR 0.35 MILE TO THE STATION ON THE
 SN1568'RIGHT.
 SN1568'
 SN1568'THE STATION MARK IS A STANDARD DISK, STAMPED HOFF 1962, AND
 SN1568'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 SN1568'FLUSH WITH THE GROUND.  IT IS 969 FEET EAST OF THE CENTER OF A
 SN1568'CROSSROAD, 135 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 7
 SN1568'AND 4.1 FEET SOUTH OF THE WITNESS POST.
 SN1568'
 SN1568'REFERENCE MARK NO. 1, STAMPED HOFF NO 1 1962, IS A STANDARD
 SN1568'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN1568'IS FLUSH WITH THE GROUND.  IT IS 135 FEET SOUTH OF THE CENTER
 SN1568'OF STATE HIGHWAY 7 AND 20 FEET EAST OF THE WITNESS POST.
 SN1568'
 SN1568'REFERENCE MARK NO. 2, STAMPED HOFF NO 2 1962, IS A STANDARD
 SN1568'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SN1568'IS FLUSH WITH THE GROUND.  IT IS 135 FEET SOUTH OF THE CENTER OF
 SN1568'STATE HIGHWAY 7 AND 27 FEET WEST OF THE WITNESS POST.
 SN1568'
 SN1568'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOFF 1962, AND
 SN1568'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 SN1568'FLUSH WITH THE GROUND.  IT IS 102 FEET NORTH OF THE CENTER OF
 SN1568'STATE HIGHWAY 7, 2 FEET SOUTH OF WIRE FENCE, AND 4.1 FEET WEST
 SN1568'OF WITNESS POST.
 SN1568'
 SN1568'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 45.67 FEET OR 13.920 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1609 ***********************************************************************
 SN1609  DESIGNATION -  HOFFER
 SN1609  PID         -  SN1609
 SN1609  STATE/COUNTY-  ND/MCLEAN
 SN1609  USGS QUAD   -  TURTLE LAKE (1980)
 SN1609
 SN1609                         *CURRENT SURVEY CONTROL
 SN1609  ___________________________________________________________________
 SN1609* NAD 83(1996)-  47 33 27.85522(N)    100 53 26.48580(W)     ADJUSTED  
 SN1609* NAVD 88     -       607.     (meters)    1991.     (feet)  SCALED    
 SN1609  ___________________________________________________________________
 SN1609  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 SN1609  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SN1609
 SN1609  HORZ ORDER  -  FIRST
 SN1609
 SN1609.The horizontal coordinates were established by classical geodetic methods
 SN1609.and adjusted by the National Geodetic Survey in January 1998..
 SN1609
 SN1609.The orthometric height was scaled from a topographic map.
 SN1609
 SN1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1609
 SN1609.The geoid height was determined by GEOID03.
 SN1609
 SN1609;                    North         East     Units Scale Factor Converg.
 SN1609;SPC ND N     -    62,084.129   570,597.048   MT  0.99997787   -0 17 26.6
 SN1609;SPC ND N     -   203,688.09  1,872,037.56   iFT  0.99997787   -0 17 26.6
 SN1609;UTM  14      - 5,268,878.639   357,764.071   MT  0.99984862   -1 23 43.7
 SN1609
 SN1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1609!SPC ND N     -   0.99990806  x   0.99997787  =   0.99988593
 SN1609!UTM  14      -   0.99990806  x   0.99984862  =   0.99975670
 SN1609
 SN1609:                Primary Azimuth Mark                     Grid Az
 SN1609:SPC ND N     -  MERCER ANDREWS GRAIN CO ELEV             119 54 46.2
 SN1609:UTM  14      -  MERCER ANDREWS GRAIN CO ELEV             121 01 03.3
 SN1609
 SN1609|---------------------------------------------------------------------|
 SN1609| PID    Reference Object                     Distance      Geod. Az  |
 SN1609|                                                           dddmmss.s |
 SN1609| SN1578 MERCER ANDREWS GRAIN CO ELEV        APPROX.15.5 KM 1193719.6 |
 SN1609| CO5196 HOFFER RM 1                          17.763 METERS 15657     |
 SN1609| SN1611 TURTLE LAKE EQUITY ELEVATOR         APPROX. 3.9 KM 1801122.3 |
 SN1609| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX. 4.1 KM 1801721.4 |
 SN1609| SN1593 OIL DERRICK SW OF TURTLE LAKE       APPROX. 9.9 KM 2182953.9 |
 SN1609| CO5197 HOFFER RM 2                          18.635 METERS 23700     |
 SN1609| CO5195 HOFFER AZ MK                                       2852532.5 |
 SN1609|---------------------------------------------------------------------|
 SN1609
 SN1609                          SUPERSEDED SURVEY CONTROL
 SN1609
 SN1609  NAD 83(1986)-  47 33 27.85763(N)    100 53 26.47796(W) AD(       ) 1
 SN1609  NAD 27      -  47 33 27.86260(N)    100 53 24.96760(W) AD(       ) 1
 SN1609
 SN1609.Superseded values are not recommended for survey control.
 SN1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1609.See file dsdata.txt to determine how the superseded data were derived.
 SN1609
 SN1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5776468879(NAD 83)
 SN1609_MARKER: DS = TRIANGULATION STATION DISK
 SN1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1609
 SN1609  HISTORY     - Date     Condition        Report By
 SN1609  HISTORY     - 1934     MONUMENTED       CGS
 SN1609  HISTORY     - 1941     GOOD             CGS
 SN1609  HISTORY     - 1958     GOOD             CGS
 SN1609  HISTORY     - 1962     GOOD             CGS
 SN1609
 SN1609                          STATION DESCRIPTION
 SN1609
 SN1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1609'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF HILLS
 SN1609'2 MILES N OF THE TOWN OF TURTLE LAKE AND 1 MILE E OF STATE HIGHWAY
 SN1609'41.  IT IS IN SEC. 16, T. 147 N, R. 80 W.
 SN1609'
 SN1609'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1609'BRONZE DISKS SET IN CONCRETE.
 SN1609'
 SN1609'THE STATION MARK PROJECTS 4 INCHES AND IS IN PASTURE LAND ABOUT
 SN1609'3/4 MILE NE OF JOHN HOFFERS FARM BUILDINGS.  THE STATION IS
 SN1609'ON LAND OWNED BY JOHN HOFFER.
 SN1609'
 SN1609'REFERENCE MARKS PROJECT 6 INCHES.
 SN1609'
 SN1609'THE AZIMUTH MARK PROJECTS 4 INCHES.  IT IS IN AN E-AND-W SECTION
 SN1609'LINE FENCE AND IS 20 FEET E OF A GATE IN THE SAME FENCE.  IT
 SN1609'IS 0.5 MILE N OF HOFFERS HOUSE.
 SN1609
 SN1609                          STATION RECOVERY (1941)
 SN1609
 SN1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1609'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE DISTANCE TO
 SN1609'REFERENCE MARK NO. 2, WHICH WAS MEASURED AND CHECKED AS 18.653
 SN1609'METERS, 61.20 FEET, HORIZONTAL DISTANCE, INSTEAD OF 46.43 FEET,
 SN1609'SLOPE DISTANCE, AS GIVEN IN THE 1934 DESCRIPTION.
 SN1609'
 SN1609'COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 2.5 MILES N
 SN1609'OF TURTLE LAKE, 0.75 MILE E OF STATE HIGHWAY 41, ON THE HIGHEST
 SN1609'ONE OF A GROUP OF HILLS, ON THE PROPERTY OF JOHN HOFFER, ABOUT
 SN1609'0.75 MILE NE OF HIS HOUSE AND IN THE NE 1/4 SEC. 17, T. 147 N,
 SN1609'R. 80 W.  THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL,
 SN1609'IS STAMPED HOFFER 1934 AND PROJECTS ABOUT 6 INCHES.
 SN1609'
 SN1609'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND ABOUT 1 FOOT
 SN1609'LOWER.  IT IS STAMPED HOFFER NO. 1 1934 AND PROJECTS ABOUT 6
 SN1609'INCHES.
 SN1609'
 SN1609'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND ABOUT 6 FEET
 SN1609'LOWER.  IT IS STAMPED HOFFER NO. 2 1934 AND PROJECTS ABOUT 6
 SN1609'INCHES.
 SN1609'
 SN1609'THE AZIMUTH MARK IS ABOUT 0.6 MILE N BY W OF THE STATION, 30
 SN1609'FEET S OF E-W TRACK ROAD TO STATION, IN AN E-W FENCE LINE AND
 SN1609'20 FEET E OF A GATE IN THE FENCE AND A N-S FIELD ROAD.  IT IS
 SN1609'STAMPED HOFFER 1934 AND PROJECTS 6 INCHES.
 SN1609'
 SN1609'TO REACH FROM THE N JUNCTION OF STATE HIGHWAYS 7 AND 41, WHICH
 SN1609'IS ABOUT 3/4 MILE WSW OF TURTLE LAKE, GO N ON STATE HIGHWAY 41
 SN1609'FOR 3.0 MILES AND TURN RIGHT, E, ON A TRACK ROAD ALONG THE N
 SN1609'SIDE OF AN E-W FENCE, GO 0.2 MILE TO THE AZIMUTH MARK ON THE S
 SN1609'SIDE OF THE ROAD IN THE FENCE LINE, CONTINUE 0.6 MILE TO THE
 SN1609'END OF TRUCK TRAVEL, THEN CLIMB SW FOR ABOUT 0.15 MILE TO THE
 SN1609'TOP OF THE HILL AND THE STATION.
 SN1609'
 SN1609'A 37-FOOT SIGNAL AT LINDELL IS VISIBLE FROM THE GROUND.
 SN1609'
 SN1609'A 24-FOOT SIGNAL AT FLICKER IS VISIBLE FROM THE GROUND.
 SN1609'
 SN1609'A 24-FOOT SIGNAL AT BIRST IS VISIBLE FROM THE GROUND.
 SN1609'
 SN1609'A 4-FOOT SIGNAL AT FEIEREISEN IS VISIBLE FROM THE GROUND.
 SN1609
 SN1609                          STATION RECOVERY (1958)
 SN1609
 SN1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1609'STATION RECOVERED AS DESCRIBED IN 1941 WITH THE EXCEPTION THAT
 SN1609'THE AZIMUTH MARK IS ABOUT 0.25 MI. E OF STATE HIGHWAY 41
 SN1609'INSTEAD OF 0.2 MI.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 SN1609'
 SN1609'THE 1941 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SN1609
 SN1609                          STATION RECOVERY (1962)
 SN1609
 SN1609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1609'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 SN1609'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 SN1609'
 SN1609'THE STATION IS LOCATED 2-1/2 MILES NORTH OF THE TOWN OF TURTLE
 SN1609'LAKE, IN THE NE 1/4 OF SEC. 17, T147N, R80W, ON A PROMINENT
 SN1609'KNOLL.
 SN1609'
 SN1609'TO REACH FROM THE POST OFFICE IN TURTLE LAKE, GO NORTH ON MAIN
 SN1609'ST. FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR 0.9 MILE TO A T
 SN1609'ROAD INTERSECTION.  TURN RIGHT AND GO NORTH FOR 2.45 MILES TO
 SN1609'A SECTION LINE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.25
 SN1609'MILE TO A GATE ON THE RIGHT AND THE AZIMUTH.  CONTINUE EAST
 SN1609'FOR 0.55 MILE.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE
 SN1609'TOP OF A PROMINENT KNOLL AND THE STATION.
 SN1609'
 SN1609'THE STATION MARK IS A STANDARD DISK STAMPED HOFFER 1934 AND
 SN1609'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1609'PROJECTS 8 INCHES.  IT IS LOCATED ON A PROMINENT KNOLL WITH
 SN1609'NOTHING TO MEASURE TO.
 SN1609'
 SN1609'REFERENCE MARK NO. 1, STAMPED HOFFER NO 1 1934, IS A STANDARD
 SN1609'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1609'PROJECTS 10 INCHES.  IT IS LOCATED ON THE SOUTH SLOPE OF A KNOLL
 SN1609'WITH NOTHING TO MEASURE TO.
 SN1609'
 SN1609'REFERENCE MARK NO. 2, STAMPED HOFFER NO 2 1934, IS A STANDARD
 SN1609'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1609'PROJECTS 5 INCHES.  IT IS LOCATED ON THE SOUTH SLOPE OF A KNOLL
 SN1609'AND IS 6 FEET LOWER THAN THE STATION MARK.
 SN1609'
 SN1609'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOFFER 1934 AZIMUTH
 SN1609'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1609'PROJECTS 4 INCHES.  IT IS 17.5 FEET SOUTH OF A TRACK ROAD,
 SN1609'.5 FEET EAST OF A GATE POST AND 1.7 FEET EAST OF THE WITNESS
 SN1609'POST.
 SN1609'
 SN1609'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 76.89 FEET OR 23.436 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0840 ***********************************************************************
 TF0840  DESIGNATION -  HOFFMAN
 TF0840  PID         -  TF0840
 TF0840  STATE/COUNTY-  ND/BOTTINEAU
 TF0840  USGS QUAD   -  ANTLER SW (1980)
 TF0840
 TF0840                         *CURRENT SURVEY CONTROL
 TF0840  ___________________________________________________________________
 TF0840* NAD 83(1996)-  48 50 01.51713(N)    101 25 53.80899(W)     ADJUSTED  
 TF0840* NAVD 88     -       482.674  (meters)    1583.57   (feet)  ADJUSTED  
 TF0840  ___________________________________________________________________
 TF0840  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TF0840  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TF0840  DYNAMIC HT  -         482.782 (meters)    1583.93  (feet)  COMP
 TF0840  MODELED GRAV-     980,819.5   (mgal)                       NAVD 88
 TF0840
 TF0840  HORZ ORDER  -  SECOND
 TF0840  VERT ORDER  -  SECOND    CLASS 0
 TF0840
 TF0840.The horizontal coordinates were established by classical geodetic methods
 TF0840.and adjusted by the National Geodetic Survey in January 1998..
 TF0840
 TF0840.The orthometric height was determined by differential leveling
 TF0840.and adjusted by the National Geodetic Survey in June 1991..
 TF0840
 TF0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0840
 TF0840.The geoid height was determined by GEOID03.
 TF0840
 TF0840.The dynamic height is computed by dividing the NAVD 88
 TF0840.geopotential number by the normal gravity value computed on the
 TF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0840.degrees latitude (g = 980.6199 gals.).
 TF0840
 TF0840.The modeled gravity was interpolated from observed gravity values.
 TF0840
 TF0840;                    North         East     Units Scale Factor Converg.
 TF0840;SPC ND N     -   204,303.009   531,605.778   MT  1.00002146   -0 41 35.7
 TF0840;SPC ND N     -   670,285.46  1,744,113.44   iFT  1.00002146   -0 41 35.7
 TF0840;UTM  14      - 5,411,826.595   321,561.563   MT  0.99999118   -1 49 51.6
 TF0840
 TF0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0840!SPC ND N     -   0.99992764  x   1.00002146  =   0.99994910
 TF0840!UTM  14      -   0.99992764  x   0.99999118  =   0.99991882
 TF0840
 TF0840|---------------------------------------------------------------------|
 TF0840| PID    Reference Object                     Distance      Geod. Az  |
 TF0840|                                                           dddmmss.s |
 TF0840| TF0839 HOFFMAN RM 2                         31.690 METERS 17908     |
 TF0840| TF0838 HOFFMAN AZ MK                                      1795040.7 |
 TF0840| TF2235 MOHALL MUNICIPAL TANK               APPROX. 9.7 KM 2170145.1 |
 TF0840| TF0841 HOFFMAN RM 1                         29.285 METERS 35935     |
 TF0840|---------------------------------------------------------------------|
 TF0840
 TF0840                          SUPERSEDED SURVEY CONTROL
 TF0840
 TF0840  NAD 83(1986)-  48 50 01.51246(N)    101 25 53.80598(W) AD(       ) 2
 TF0840  NAD 27      -  48 50 01.43930(N)    101 25 52.22400(W) AD(       ) 2
 TF0840  NGVD 29 (??/??/92)  482.321  (m)         1582.41   (f) ADJ UNCH    2 0
 TF0840
 TF0840.Superseded values are not recommended for survey control.
 TF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0840.See file dsdata.txt to determine how the superseded data were derived.
 TF0840
 TF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2156211827(NAD 83)
 TF0840_MARKER: DS = TRIANGULATION STATION DISK
 TF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0840_STAMPING: HOFFMAN 1963
 TF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0840+STABILITY: SURFACE MOTION
 TF0840
 TF0840  HISTORY     - Date     Condition        Report By
 TF0840  HISTORY     - 1963     MONUMENTED       CGS
 TF0840  HISTORY     - 1963     GOOD             CGS
 TF0840
 TF0840                          STATION DESCRIPTION
 TF0840
 TF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF0840'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST AND 4-3/4 MILES
 TF0840'NORTH OF MOHALL, IN THE NORTHEAST 1/4 OF SECTION 28, R83W
 TF0840'AND T162N AND ON THE ROAD RIGHT-OF-WAY.
 TF0840'
 TF0840'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO EAST
 TF0840'ON STATE ROUTE 5 FOR 3.45 MILES TO A SIDEROAD LEFT, TURN LEFT,
 TF0840'GO NORTH ON A GRAVELED ROAD FOR 4.45 MILES TO THE AZIMUTH MARK
 TF0840'ON THE LEFT, WEST SIDE OF ROAD AND AT THE NORTHEAST CORNER OF
 TF0840'A GROVE OF TREES, CONTINUE NORTH FOR 0.25 MILE TO THE STATION
 TF0840'ON THE LEFT.
 TF0840'
 TF0840'THE STATION MARK IS A STANDARD DISK, STAMPED HOFFMAN 1963,
 TF0840'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF0840'FLUSH WITH THE GROUND.  IT IS 70 FEET WEST OF THE CENTER OF
 TF0840'A GRAVELED ROAD, 12 FEET EAST OF A POWERLINE POLE AND 6.6 FEET
 TF0840'EAST OF THE WITNESS POST.
 TF0840'
 TF0840'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HOFFMAN NO
 TF0840'1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF0840'WHICH PROJECTS 4 INCHES.  IT IS 96 FEET NORTH OF A POWERLINE
 TF0840'POLE, 95.5 FEET NORTH OF THE WITNESS POST AND 70 FEET WEST
 TF0840'OF THE CENTER OF A GRAVELED ROAD.
 TF0840'
 TF0840'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HOFFMAN NO
 TF0840'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF0840'WHICH IS FLUSH WITH THE GROUND.  IT IS 106 FEET SOUTH OF A
 TF0840'POWERLINE POLE, 104.9 FEET SOUTH OF THE WITNESS POST AND 68
 TF0840'FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 TF0840'
 TF0840'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOFFMAN 1963,
 TF0840'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF0840'FLUSH WITH THE GROUND.  IT IS 69 FEET WEST OF THE CENTER OF
 TF0840'A GRAVELED ROAD, 15 FEET EAST-SOUTHEAST OF A POWERLINE POLE
 TF0840'AND 2.3 FEET NORTHWEST OF THE WITNESS POST.
 TF0840
 TF0840                          STATION RECOVERY (1963)
 TF0840
 TF0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF0840'8.5 MI NE FROM MOHALL.
 TF0840'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0840'MOHALL, THENCE 4.85 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 28,
 TF0840'T 162 N, R 83 W, ABOUT 0.15 MILES SOUTH OF A ROAD INTERSECTION, 72
 TF0840'FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF A POWER
 TF0840'POLE, 6.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TF0840'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF0840'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1694 ***********************************************************************
 SN1694  DESIGNATION -  HOFFMAN
 SN1694  PID         -  SN1694
 SN1694  STATE/COUNTY-  ND/MERCER
 SN1694  USGS QUAD   -  STANTON (1981)
 SN1694
 SN1694                         *CURRENT SURVEY CONTROL
 SN1694  ___________________________________________________________________
 SN1694* NAD 83(1996)-  47 18 36.04338(N)    101 26 25.60036(W)     ADJUSTED  
 SN1694* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 SN1694  ___________________________________________________________________
 SN1694  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 SN1694  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN1694
 SN1694  HORZ ORDER  -  SECOND
 SN1694
 SN1694.The horizontal coordinates were established by classical geodetic methods
 SN1694.and adjusted by the National Geodetic Survey in January 1998..
 SN1694
 SN1694.The orthometric height was scaled from a topographic map.
 SN1694
 SN1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1694
 SN1694.The geoid height was determined by GEOID03.
 SN1694
 SN1694;                    North         East     Units Scale Factor Converg.
 SN1694;SPC ND S     -   183,099.132   528,892.139   MT  0.99997026   -0 41 09.4
 SN1694;SPC ND S     -   600,718.94  1,735,210.43   iFT  0.99997026   -0 41 09.4
 SN1694;SPC ND N     -    34,901.853   528,888.207   MT  1.00002652   -0 41 59.3
 SN1694;SPC ND N     -   114,507.39  1,735,197.53   iFT  1.00002652   -0 41 59.3
 SN1694;UTM  14      - 5,242,503.862   315,544.131   MT  1.00001816   -1 47 39.5
 SN1694
 SN1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1694!SPC ND S     -   0.99991797  x   0.99997026  =   0.99988823
 SN1694!SPC ND N     -   0.99991797  x   1.00002652  =   0.99994449
 SN1694!UTM  14      -   0.99991797  x   1.00001816  =   0.99993613
 SN1694
 SN1694                          SUPERSEDED SURVEY CONTROL
 SN1694
 SN1694  NAD 83(1986)-  47 18 36.04030(N)    101 26 25.59202(W) AD(       ) 2
 SN1694  NAD 27      -  47 18 36.06400(N)    101 26 23.99700(W) AD(       ) 2
 SN1694
 SN1694.Superseded values are not recommended for survey control.
 SN1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1694.See file dsdata.txt to determine how the superseded data were derived.
 SN1694
 SN1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1554442504(NAD 83)
 SN1694_MARKER: Z = SEE DESCRIPTION
 SN1694_SETTING: 0 = UNSPECIFIED SETTING
 SN1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1694
 SN1694  HISTORY     - Date     Condition        Report By
 SN1694  HISTORY     - 1889     MONUMENTED       MORC
 SN1694  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SN1694
 SN1694                          STATION DESCRIPTION
 SN1694
 SN1694'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SN1694'HOFFMAN IS ON RIGHT BANK, 2-3/4 MILES SOUTHWESTERLY FROM COURT-HOUSE
 SN1694'AT STANTON, AND IS WEST OF BIG KNIFE RIVER, ON COMPARATIVELY
 SN1694'LOW GROUND.
 SN1694
 SN1694                          STATION RECOVERY (1961)
 SN1694
 SN1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 SN1694'THIS STATION HAS BEEN DESTROYED.  A REPORT WAS RECEIVED THAT A
 SN1694'MARK NEAR STANTON, N. DAK., HAD BEEN DESTROYED.  UPON INVESTIGATION
 SN1694'IT WAS FOUND THAT THE DESCRIBED LOCATION WAS AT THE FORMER SITE
 SN1694'OF THIS STATION.  THE SAND HAD BLOWN AWAY FROM AROUND THE MARK
 SN1694'AND IT FELL OVER.  THE MARK HAD BEEN REMOVED FROM THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0838 ***********************************************************************
 TF0838  DESIGNATION -  HOFFMAN AZ MK
 TF0838  PID         -  TF0838
 TF0838  STATE/COUNTY-  ND/BOTTINEAU
 TF0838  USGS QUAD   -  ANTLER SW (1980)
 TF0838
 TF0838                         *CURRENT SURVEY CONTROL
 TF0838  ___________________________________________________________________
 TF0838* NAD 83(1986)-  48 49 46.     (N)    101 25 54.     (W)     SCALED    
 TF0838* NAVD 88     -       484.595  (meters)    1589.88   (feet)  ADJUSTED  
 TF0838  ___________________________________________________________________
 TF0838  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 TF0838  DYNAMIC HT  -         484.704 (meters)    1590.23  (feet)  COMP
 TF0838  MODELED GRAV-     980,819.0   (mgal)                       NAVD 88
 TF0838
 TF0838  VERT ORDER  -  SECOND    CLASS 0
 TF0838
 TF0838.The horizontal coordinates were scaled from a topographic map and have
 TF0838.an estimated accuracy of +/- 6 seconds.
 TF0838
 TF0838.The orthometric height was determined by differential leveling
 TF0838.and adjusted by the National Geodetic Survey in June 1991..
 TF0838
 TF0838.The geoid height was determined by GEOID03.
 TF0838
 TF0838.The dynamic height is computed by dividing the NAVD 88
 TF0838.geopotential number by the normal gravity value computed on the
 TF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0838.degrees latitude (g = 980.6199 gals.).
 TF0838
 TF0838.The modeled gravity was interpolated from observed gravity values.
 TF0838
 TF0838;                    North         East    Units  Estimated Accuracy
 TF0838;SPC ND N     -   203,820.      531,600.      MT  (+/- 180 meters Scaled)
 TF0838
 TF0838                          SUPERSEDED SURVEY CONTROL
 TF0838
 TF0838  NGVD 29 (??/??/92)  484.242  (m)         1588.72   (f) ADJ UNCH    2 0
 TF0838
 TF0838.Superseded values are not recommended for survey control.
 TF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0838.See file dsdata.txt to determine how the superseded data were derived.
 TF0838
 TF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV215113(NAD 83)
 TF0838_MARKER: DZ = AZIMUTH MARK DISK
 TF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0838_STAMPING: HOFFMAN 1963
 TF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0838+STABILITY: SURFACE MOTION
 TF0838
 TF0838  HISTORY     - Date     Condition        Report By
 TF0838  HISTORY     - 1963     MONUMENTED       CGS
 TF0838
 TF0838                          STATION DESCRIPTION
 TF0838
 TF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0838'8.25 MI NE FROM MOHALL.
 TF0838'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0838'MOHALL, THENCE 4.6 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 28, T
 TF0838'162 N, R 83 W, ABOUT 300 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 TF0838'DRIVEWAY LEADING WEST TO A FARM HOUSE, 72 FEET WEST OF THE CENTER LINE
 TF0838'OF THE ROAD, 15 FEET EAST OF A POWER POLE, 2.3 FEET NORTHWEST OF A
 TF0838'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 TF0838'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1158 ***********************************************************************
 TF1158  DESIGNATION -  HOFFMAN AZ MK
 TF1158  PID         -  TF1158
 TF1158  STATE/COUNTY-  ND/WARD
 TF1158  USGS QUAD   -  TAGUS SE (1980)
 TF1158
 TF1158                         *CURRENT SURVEY CONTROL
 TF1158  ___________________________________________________________________
 TF1158* NAD 83(1986)-  48 19 48.     (N)    101 49 46.     (W)     SCALED    
 TF1158* NAVD 88     -       671.469  (meters)    2202.98   (feet)  ADJUSTED  
 TF1158  ___________________________________________________________________
 TF1158  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TF1158  DYNAMIC HT  -         671.574 (meters)    2203.32  (feet)  COMP
 TF1158  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 TF1158
 TF1158  VERT ORDER  -  FIRST     CLASS II
 TF1158
 TF1158.The horizontal coordinates were scaled from a topographic map and have
 TF1158.an estimated accuracy of +/- 6 seconds.
 TF1158
 TF1158.The orthometric height was determined by differential leveling
 TF1158.and adjusted by the National Geodetic Survey in June 1991..
 TF1158
 TF1158.The geoid height was determined by GEOID03.
 TF1158
 TF1158.The dynamic height is computed by dividing the NAVD 88
 TF1158.geopotential number by the normal gravity value computed on the
 TF1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1158.degrees latitude (g = 980.6199 gals.).
 TF1158
 TF1158.The modeled gravity was interpolated from observed gravity values.
 TF1158
 TF1158;                    North         East    Units  Estimated Accuracy
 TF1158;SPC ND N     -   148,720.      501,430.      MT  (+/- 180 meters Scaled)
 TF1158
 TF1158                          SUPERSEDED SURVEY CONTROL
 TF1158
 TF1158  NGVD 29 (??/??/92)  671.031  (m)         2201.54   (f) ADJ UNCH    1 2
 TF1158
 TF1158.Superseded values are not recommended for survey control.
 TF1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1158.See file dsdata.txt to determine how the superseded data were derived.
 TF1158
 TF1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU902568(NAD 83)
 TF1158_MARKER: DB = BENCH MARK DISK
 TF1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1158_STAMPING: ELEV 2201.541 FT. H 6
 TF1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1158+STABILITY: SURFACE MOTION
 TF1158
 TF1158  HISTORY     - Date     Condition        Report By
 TF1158  HISTORY     - 1963     MONUMENTED       CGS
 TF1158  HISTORY     - 1962     GOOD             NGS
 TF1158  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1158
 TF1158                          STATION DESCRIPTION
 TF1158
 TF1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1158'4.4 MI W FROM BERTHOLD.
 TF1158'4.4 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1158'BERTHOLD, ABOUT 0.25 MILE WEST OF MILEPOST 27, 40.6 FEET NORTH OF THE
 TF1158'NORTH RAIL, 76.5 FEET SOUTHEAST OF THE 11TH POLE WEST OF MILEPOST 27,
 TF1158'66.5 FEET SOUTHWEST OF THE 10TH POLE WEST OF MILEPOST 27, 87 FEET
 TF1158'NORTHWEST OF AND ACROSS THE TRACK FROM A WHISTLE POST, ABOUT 2 1/2
 TF1158'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TF1158'POST PROJECTING 1 INCH.
 TF1158
 TF1158                          STATION RECOVERY (1981)
 TF1158
 TF1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0841 ***********************************************************************
 TF0841  DESIGNATION -  HOFFMAN RM 1
 TF0841  PID         -  TF0841
 TF0841  STATE/COUNTY-  ND/BOTTINEAU
 TF0841  USGS QUAD   -  ANTLER SW (1980)
 TF0841
 TF0841                         *CURRENT SURVEY CONTROL
 TF0841  ___________________________________________________________________
 TF0841* NAD 83(1986)-  48 50 01.     (N)    101 25 54.     (W)     SCALED    
 TF0841* NAVD 88     -       482.780  (meters)    1583.92   (feet)  ADJUSTED  
 TF0841  ___________________________________________________________________
 TF0841  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TF0841  DYNAMIC HT  -         482.888 (meters)    1584.28  (feet)  COMP
 TF0841  MODELED GRAV-     980,819.5   (mgal)                       NAVD 88
 TF0841
 TF0841  VERT ORDER  -  SECOND    CLASS 0
 TF0841
 TF0841.The horizontal coordinates were scaled from a topographic map and have
 TF0841.an estimated accuracy of +/- 6 seconds.
 TF0841
 TF0841.The orthometric height was determined by differential leveling
 TF0841.and adjusted by the National Geodetic Survey in June 1991..
 TF0841
 TF0841.The geoid height was determined by GEOID03.
 TF0841
 TF0841.The dynamic height is computed by dividing the NAVD 88
 TF0841.geopotential number by the normal gravity value computed on the
 TF0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0841.degrees latitude (g = 980.6199 gals.).
 TF0841
 TF0841.The modeled gravity was interpolated from observed gravity values.
 TF0841
 TF0841;                    North         East    Units  Estimated Accuracy
 TF0841;SPC ND N     -   204,290.      531,600.      MT  (+/- 180 meters Scaled)
 TF0841
 TF0841                          SUPERSEDED SURVEY CONTROL
 TF0841
 TF0841  NGVD 29 (??/??/92)  482.427  (m)         1582.76   (f) ADJ UNCH    2 0
 TF0841
 TF0841.Superseded values are not recommended for survey control.
 TF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0841.See file dsdata.txt to determine how the superseded data were derived.
 TF0841
 TF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV215118(NAD 83)
 TF0841_MARKER: DR = REFERENCE MARK DISK
 TF0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0841_STAMPING: HOFFMAN NO 1 1963
 TF0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0841+STABILITY: SURFACE MOTION
 TF0841
 TF0841  HISTORY     - Date     Condition        Report By
 TF0841  HISTORY     - 1963     MONUMENTED       CGS
 TF0841
 TF0841                          STATION DESCRIPTION
 TF0841
 TF0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0841'8.5 MI NE FROM MOHALL.
 TF0841'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0841'MOHALL, THENCE 4.85 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 28,
 TF0841'T 162 N, R 83 W, ABOUT 0.15 MILES SOUTH OF A ROAD INTERSECTION, 78
 TF0841'FEET WEST OF THE CENTER LINE OF THE ROAD, 98 FEET NORTH OF A POWER
 TF0841'POLE, 96.2 FEET NORTH OF HOFFMAN 1963, ABOUT 3 FEET BELOW THE LEVEL OF
 TF0841'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0839 ***********************************************************************
 TF0839  DESIGNATION -  HOFFMAN RM 2
 TF0839  PID         -  TF0839
 TF0839  STATE/COUNTY-  ND/BOTTINEAU
 TF0839  USGS QUAD   -  ANTLER SW (1980)
 TF0839
 TF0839                         *CURRENT SURVEY CONTROL
 TF0839  ___________________________________________________________________
 TF0839* NAD 83(1986)-  48 50 01.     (N)    101 25 54.     (W)     SCALED    
 TF0839* NAVD 88     -       482.840  (meters)    1584.12   (feet)  ADJUSTED  
 TF0839  ___________________________________________________________________
 TF0839  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TF0839  DYNAMIC HT  -         482.948 (meters)    1584.47  (feet)  COMP
 TF0839  MODELED GRAV-     980,819.5   (mgal)                       NAVD 88
 TF0839
 TF0839  VERT ORDER  -  SECOND    CLASS 0
 TF0839
 TF0839.The horizontal coordinates were scaled from a topographic map and have
 TF0839.an estimated accuracy of +/- 6 seconds.
 TF0839
 TF0839.The orthometric height was determined by differential leveling
 TF0839.and adjusted by the National Geodetic Survey in June 1991..
 TF0839
 TF0839.The geoid height was determined by GEOID03.
 TF0839
 TF0839.The dynamic height is computed by dividing the NAVD 88
 TF0839.geopotential number by the normal gravity value computed on the
 TF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0839.degrees latitude (g = 980.6199 gals.).
 TF0839
 TF0839.The modeled gravity was interpolated from observed gravity values.
 TF0839
 TF0839;                    North         East    Units  Estimated Accuracy
 TF0839;SPC ND N     -   204,290.      531,600.      MT  (+/- 180 meters Scaled)
 TF0839
 TF0839                          SUPERSEDED SURVEY CONTROL
 TF0839
 TF0839  NGVD 29 (??/??/92)  482.487  (m)         1582.96   (f) ADJ UNCH    2 0
 TF0839
 TF0839.Superseded values are not recommended for survey control.
 TF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0839.See file dsdata.txt to determine how the superseded data were derived.
 TF0839
 TF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV215118(NAD 83)
 TF0839_MARKER: DR = REFERENCE MARK DISK
 TF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0839_STAMPING: HOFFMAN NO 2 1963
 TF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0839+STABILITY: SURFACE MOTION
 TF0839
 TF0839  HISTORY     - Date     Condition        Report By
 TF0839  HISTORY     - 1963     MONUMENTED       CGS
 TF0839
 TF0839                          STATION DESCRIPTION
 TF0839
 TF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0839'8.5 MI NE FROM MOHALL.
 TF0839'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0839'MOHALL, THENCE 4.85 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 28,
 TF0839'T 162 N, R 83 W, ABOUT 0.15 MILES SOUTH OF A ROAD INTERSECTION, 78
 TF0839'FEET WEST OF THE CENTER LINE OF THE ROAD, 106 FEET SOUTH OF A POWER
 TF0839'POLE, 104.0 FEET SOUTH OF HOFFMAN 1963, ABOUT 3 FEET BELOW THE LEVEL
 TF0839'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF0839'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0861 ***********************************************************************
 RR0861  DESIGNATION -  HOGBACK
 RR0861  PID         -  RR0861
 RR0861  STATE/COUNTY-  ND/MORTON
 RR0861  USGS QUAD   -  THE HOGBACK (1980)
 RR0861
 RR0861                         *CURRENT SURVEY CONTROL
 RR0861  ___________________________________________________________________
 RR0861* NAD 83(1996)-  46 31 33.61860(N)    100 45 28.71481(W)     ADJUSTED  
 RR0861* NAVD 88     -       695.6    (meters)    2282.     (feet)  VERTCON   
 RR0861  ___________________________________________________________________
 RR0861  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 RR0861  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RR0861
 RR0861  HORZ ORDER  -  FIRST
 RR0861
 RR0861.The horizontal coordinates were established by classical geodetic methods
 RR0861.and adjusted by the National Geodetic Survey in January 1998..
 RR0861
 RR0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0861
 RR0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0861
 RR0861.The geoid height was determined by GEOID03.
 RR0861
 RR0861;                    North         East     Units Scale Factor Converg.
 RR0861;SPC ND S     -    95,553.346   580,207.530   MT  0.99995029   -0 11 17.4
 RR0861;SPC ND S     -   313,495.23  1,903,568.01   iFT  0.99995029   -0 11 17.4
 RR0861;UTM  14      - 5,153,994.229   365,172.580   MT  0.99982345   -1 16 33.4
 RR0861
 RR0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0861!SPC ND S     -   0.99989431  x   0.99995029  =   0.99984461
 RR0861!UTM  14      -   0.99989431  x   0.99982345  =   0.99971778
 RR0861
 RR0861:                Primary Azimuth Mark                     Grid Az
 RR0861:SPC ND S     -  HOGBACK AZ MK                            011 43 50.6
 RR0861:UTM  14      -  HOGBACK AZ MK                            012 49 06.6
 RR0861
 RR0861|---------------------------------------------------------------------|
 RR0861| PID    Reference Object                     Distance      Geod. Az  |
 RR0861|                                                           dddmmss.s |
 RR0861| CO5203 HOGBACK AZ MK                                      0113233.2 |
 RR0861| CO5204 HOGBACK RM 1                         30.297 METERS 26101     |
 RR0861| CO5205 HOGBACK RM 2                         32.281 METERS 35519     |
 RR0861|---------------------------------------------------------------------|
 RR0861
 RR0861                          SUPERSEDED SURVEY CONTROL
 RR0861
 RR0861  NAD 83(1986)-  46 31 33.61091(N)    100 45 28.70177(W) AD(       ) 1
 RR0861  NAD 27      -  46 31 33.63100(N)    100 45 27.24300(W) AD(       ) 1
 RR0861  NGVD 29 (07/19/86)  695.2    (m)         2281.     (f) VERT ANG       
 RR0861
 RR0861.Superseded values are not recommended for survey control.
 RR0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0861.See file dsdata.txt to determine how the superseded data were derived.
 RR0861
 RR0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6517353994(NAD 83)
 RR0861_MARKER: DS = TRIANGULATION STATION DISK
 RR0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0861
 RR0861  HISTORY     - Date     Condition        Report By
 RR0861  HISTORY     - 1934     MONUMENTED       CGS
 RR0861  HISTORY     - 1948     GOOD             CGS
 RR0861  HISTORY     - 1957     GOOD             CGS
 RR0861
 RR0861                          STATION DESCRIPTION
 RR0861
 RR0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0861'STATION IS ABOUT 10 MILES SE OF ST. ANTHONY, 8 MILES E OF
 RR0861'FORT RICE (A SMALL TOWN ON THE NORTHERN PACIFIC RAILROAD),
 RR0861'ON TOP OF HIGH FLAT RIDGE COVERED WITH ROCKS AND BOULDERS,
 RR0861'AND IT IS ON THE SECOND HIGH RIDGE W OF THE MISSOURI RIVER,
 RR0861'OVERLOOKING THE RIVER, IN NE 1/4 SEC. 8, T 135 N, R 80 W
 RR0861'(APPROX.) AND THE MARK PROJECTS 8 INCHES.  THERE IS A HOLE
 RR0861'JUST E OF THE STATION, WHICH IS ABOUT 3 FEET DEEP AND 5 FEET
 RR0861'ACROSS.
 RR0861'
 RR0861'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0861'BRONZE DISKS SET IN CONCRETE.
 RR0861'
 RR0861'BOTH REFERENCE MARKS ARE NNW OF THE STATION ON THE SAME RIDGE
 RR0861'AS THE STATION.
 RR0861'
 RR0861'THE AZIMUTH MARK IS NNE OF THE STATION, ON THE SECOND HIGH
 RR0861'RIDGE AND PROJECTS 6 INCHES.
 RR0861'
 RR0861'BOTH REFERENCE MARKS PROJECT 6 INCHES.
 RR0861'
 RR0861'THE STATION IS REACHED FROM A ROAD INTERSECTION, ON HIGHWAY
 RR0861'6 JUST E OF ST. ANTHONY, AND 15 MILES S OF MANDAN, BY GOING
 RR0861'E ON DIRT ROAD 4.0 MILES, TURN S ON MAIN ROAD AND GO 1.0 MILE
 RR0861'TO SCHOOL NO. 5, ON THE W SIDE OF THE ROAD, TURN E ON GRADED ROAD
 RR0861'AND GO 0.2 MILE, TAKE RIGHT FORK, MAIN ROAD SE, AND GO 1.1
 RR0861'MILES, THEN STRAIGHT AHEAD ON LEFT FORK WHICH IS THE MAIN
 RR0861'ROAD, 0.6 MILE, THEN RIGHT FORK STRAIGHT AHEAD 0.9 MILE TO A
 RR0861'RANCH WITH LARGE RED BARN AND UNPAINTED HOUSE.  CONTINUE SE
 RR0861'ON ONLY ROAD 2.5 MILES, AT ROAD FORKS LEAVE MAIN ROAD, TAKE
 RR0861'RIGHT FORK IN A SOUTHERLY DIRECTION FOR 0.5 MILE, PASS OVER
 RR0861'WOODEN BRIDGE AND CONTINUE S 0.7 MILE.  LEAVE ROAD AND TURN
 RR0861'W ON TRACKS TO FRED SCHANERS RANCH (THERE IS A MAIL BOX ON A
 RR0861'WAGON WHEEL HERE).  GO NW THROUGH FARMYARD, PASSING
 RR0861'THROUGH GATE TO THE S OF WINDMILL IN DRAIN, CROSS DITCH
 RR0861'AND FOLLOW UP DRAIN IN A WESTERLY DIRECTION 0.4 MILE,
 RR0861'KEEPING TO THE LEFT OF MAIN DRAW, TO THE TOP OF RIDGE,
 RR0861'THEN S ACROSS DRAW TO HIGHEST PART OF RIDGE 0.25 MILE
 RR0861'(THE STATION CAN BE SEEN, TO THE SSW, ON THE SECOND RIDGE),
 RR0861'FROM HERE DRIVE SSW 0.5 MILE, CROSSING TWO DRAWS AND ONE
 RR0861'RIDGE, TO THE TOP OF HIGHEST RIDGE IN THE VICINITY AND THE
 RR0861'STATION.
 RR0861'
 RR0861'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RR0861
 RR0861                          STATION RECOVERY (1948)
 RR0861
 RR0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0861'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P IN 1934 AND
 RR0861'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 RR0861'FOLLOWS.
 RR0861'
 RR0861'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF ST. ANTHONY,
 RR0861'8 MILES WEST OF THE SMALL SETTLEMENT OF FORT RICE, AND ON
 RR0861'LAND OWNED BY PHILIP SCHMIDT.  IT IS ON THE SECOND HIGH RIDGE
 RR0861'WEST OF THE MISSOURI RIVER, 1 MILE NORTH OF THE SCHMIDT FARM
 RR0861'HOUSE, AND 4 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 RR0861'3 INCHES, AND THE DISK IS STAMPED HOGBACK 1934.
 RR0861'
 RR0861'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE A STANDARD
 RR0861'BRONZE DISKS SET IN CONCRETE.
 RR0861'
 RR0861'REFERENCE MARK NO. 1 IS 30.297 METERS (99.40 FEET) WEST-SOUTHWEST
 RR0861'OF THE STATION AND IN OPEN PASTURE LAND.  THE MARK PROJECTS
 RR0861'5 INCHES, AND THE DISK IS STAMPED HOGBACK NO 1 1934
 RR0861'
 RR0861'REFERENCE MARK NO. 2 IS 32.281 METERS (105.91 FEET) NORTH-NORTHWEST
 RR0861'OF THE STATION AND IN OPEN PASTURE LAND.  THE MARK PROJECTS 5
 RR0861'INCHES, AND THE DISK IS STAMPED HOGBACK NO 2 1934.
 RR0861'
 RR0861'THE AZIMUTH MARK IS 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 RR0861'23 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND ON THE SECOND
 RR0861'HILL NORTH OF STATION.  THE MARK PROJECTS 6 INCHES, AND THE
 RR0861'DISK IS STAMPED HOGBACK AZIMUTH 1934.
 RR0861'
 RR0861'TO REACH THE STATION FROM STATE HIGHWAY 6 AND CROSSROAD THAT
 RR0861'IS 0.4 MILE EAST OF ST. ANTHONY, GO EAST ON GRAVELED ROAD FOR
 RR0861'3.9 MILES TO A T ROAD LEFT, CONTINUE ON MAIN ROAD FOR 2.1
 RR0861'MILES TO ROAD FORKS, TAKE THE LEFT ROAD FOR 2.45 MILES TO A
 RR0861'LARGE RED BARN ON LEFT, CONTINUE ON MAIN ROAD FOR 2.45 MILES
 RR0861'TO ROAD FORKS, TAKE THE RIGHT ROAD AND GO SOUTH FOR 0.5 MILES
 RR0861'TO A WOODEN BRIDGE, CONTINUE ON FOR 2.5 MILES TO A T ROAD
 RR0861'INTERSECTION, TURN RIGHT AND GO WEST FOR 1.2 MILES TO A
 RR0861'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO 0.3 MILES TO THE
 RR0861'SCHMIDT FARM HOUSE ON THE LEFT.  PASS TO THE EAST OF
 RR0861'BARN AND GO EAST 0.1 MILE TO A NORTH AND SOUTH FENCE LINE,
 RR0861'TURN LEFT AND GO NORTH FOR 0.2 MILE TO A WIRE GATE, PASS
 RR0861'THROUGH GATE AND GO NORTHEAST 0.1 MILE TO ANOTHER WIRE
 RR0861'GATE, PASS THROUGH GATE AND GO UP HILL IN A NORTHERLY
 RR0861'DIRECTION FOR 0.3 MILE TO A WIRE GATE ON THE LEFT, PASS
 RR0861'THROUGH GATE AND GO WEST FOR 0.15 MILE TO SUMMIT OF HILL AND
 RR0861'STATION.
 RR0861'
 RR0861'TO REACH THE AZIMUTH MARK FROM THE STATION, BACK PACK IN A
 RR0861'NORTHERLY DIRECTION FOR 0.5 MILE TO THE SECOND HILL AND A
 RR0861'NORTH - SOUTH FENCE LINE AND THE AZIMUTH MARK AS DESCRIBED.
 RR0861'
 RR0861'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 RR0861
 RR0861                          STATION RECOVERY (1957)
 RR0861
 RR0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0861'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0861'CONDITION.  THE 1948 DESCRIPTION TO REACH THE STATION IS ADEQUATE
 RR0861'BUT THE LAST 0.5 MILE CAN ONLY BE TRAVELED IN 4-WHEEL DRIVE
 RR0861'VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2048 ***********************************************************************
 TF2048  DESIGNATION -  HOGBACK
 TF2048  PID         -  TF2048
 TF2048  STATE/COUNTY-  ND/MCHENRY
 TF2048  USGS QUAD   -  BERGEN (1957)
 TF2048
 TF2048                         *CURRENT SURVEY CONTROL
 TF2048  ___________________________________________________________________
 TF2048* NAD 83(1996)-  48 04 49.34615(N)    100 41 31.20462(W)     ADJUSTED  
 TF2048* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TF2048  ___________________________________________________________________
 TF2048  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 TF2048  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TF2048
 TF2048  HORZ ORDER  -  FIRST
 TF2048
 TF2048.The horizontal coordinates were established by classical geodetic methods
 TF2048.and adjusted by the National Geodetic Survey in January 1998..
 TF2048
 TF2048.The orthometric height was scaled from a topographic map.
 TF2048
 TF2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2048
 TF2048.The geoid height was determined by GEOID03.
 TF2048
 TF2048;                    North         East     Units Scale Factor Converg.
 TF2048;SPC ND N     -   120,134.726   585,695.039   MT  0.99993584   -0 08 34.3
 TF2048;SPC ND N     -   394,142.80  1,921,571.65   iFT  0.99993584   -0 08 34.3
 TF2048;UTM  14      - 5,326,618.231   373,982.428   MT  0.99979513   -1 15 33.0
 TF2048
 TF2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2048!SPC ND N     -   0.99992541  x   0.99993584  =   0.99986126
 TF2048!UTM  14      -   0.99992541  x   0.99979513  =   0.99972056
 TF2048
 TF2048:                Primary Azimuth Mark                     Grid Az
 TF2048:SPC ND N     -  NORWAY LUTH CHURCH STEEPLE               027 07 56.2
 TF2048:UTM  14      -  NORWAY LUTH CHURCH STEEPLE               028 14 54.9
 TF2048
 TF2048|---------------------------------------------------------------------|
 TF2048| PID    Reference Object                     Distance      Geod. Az  |
 TF2048|                                                           dddmmss.s |
 TF2048| TF2043 NORWAY LUTH CHURCH STEEPLE          APPROX.12.7 KM 0265921.9 |
 TF2048| CO6980 HOGBACK RM 1                         32.787 METERS 05839     |
 TF2048| TF2045 KARLSRUHE ST PETER AND PAUL CH      APPROX. 5.7 KM 0752155.8 |
 TF2048| SN1554 DRAKE MUNICIPAL TANK                APPROX.29.6 KM 1253616.0 |
 TF2048| TF2049 LUTHERAN CHURCH STEEPLE             APPROX. 8.7 KM 1465718.0 |
 TF2048| CO6979 HOGBACK AZ MK                                      2705649.5 |
 TF2048| TF2054 SIMCOE STENKJER NORW EVAN CH        APPROX.15.6 KM 3033117.4 |
 TF2048| CO6981 HOGBACK RM 2                         24.679 METERS 31214     |
 TF2048|---------------------------------------------------------------------|
 TF2048
 TF2048                          SUPERSEDED SURVEY CONTROL
 TF2048
 TF2048  NAD 83(1986)-  48 04 49.34835(N)    100 41 31.20385(W) AD(       ) 1
 TF2048  NAD 27      -  48 04 49.31840(N)    100 41 29.68650(W) AD(       ) 1
 TF2048
 TF2048.Superseded values are not recommended for survey control.
 TF2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2048.See file dsdata.txt to determine how the superseded data were derived.
 TF2048
 TF2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7398226618(NAD 83)
 TF2048_MARKER: DS = TRIANGULATION STATION DISK
 TF2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2048
 TF2048  HISTORY     - Date     Condition        Report By
 TF2048  HISTORY     - 1946     MONUMENTED       CGS
 TF2048  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TF2048
 TF2048                          STATION DESCRIPTION
 TF2048
 TF2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2048'THE STATION IS LOCATED ON THE NORTHWEST END OF A LONG NARROW
 TF2048'RIDGE KNOWN AS HOGBACK RIDGE ABOUT 6 MILES NORTH-NORTHWEST OF
 TF2048'BERGEN, 4 MILES WEST-SOUTHWEST OF KARLSRUHE, 34 FEET SOUTH
 TF2048'OF THE CENTERLINE OF TRACK ROAD AND 24 FEET SOUTHWEST OF
 TF2048'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF2048'STAMPED HOGBACK 1946.
 TF2048'
 TF2048'REFERENCE MARK NO. 1 IS 107.57 FEET (SLOPE) NORTHEAST OF THE
 TF2048'STATION, 33 FEET NORTH OF THE CENTERLINE OF TRACK ROAD AND
 TF2048'1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 1 INCH AND THE
 TF2048'DISK IS STAMPED HOGBACK NO 1 1946.
 TF2048'
 TF2048'REFERENCE MARK NO. 2 IS 80.97 FEET NORTHWEST OF THE STATION,
 TF2048'23 FEET NORTH OF THE CENTERLINE OF TRACK ROAD AND 1 FOOT
 TF2048'SOUTH OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 TF2048'STAMPED HOGBACK NO 2 1946.
 TF2048'
 TF2048'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 18 FEET
 TF2048'NORTH OF THE CENTERLINE OF TRACK ROAD AND 1 FOOT SOUTH OF
 TF2048'FENCE.  IT IS 6 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 TF2048'2 INCHES AND THE DISK IS STAMPED HOGBACK 1946.
 TF2048'
 TF2048'TO REACH THE STATION FROM THE POST OFFICE IN KARLSRUHE, GO
 TF2048'SOUTH-SOUTHWEST ON MAIN STREET ACROSS RAILROAD TRACKS FOR
 TF2048'0.15 MILE.  TURN RIGHT AND GO WEST 0.15 MILE TO A NORTH-SOUTH
 TF2048'ROAD.  TURN LEFT AND GO SOUTH FOR 0.5 MILE TO CROSSROADS.
 TF2048'TURN RIGHT AND GO WEST FOR 3.1 MILES TO THE TOP OF HOGBACK
 TF2048'AND THE STATION ON THE LEFT.
 TF2048'
 TF2048'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5
 TF2048'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF2048'
 TF2048'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 TF2048
 TF2048                          STATION RECOVERY (1957)
 TF2048
 TF2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 TF2048'IT HAD BEEN REPORTED THAT SOME OF THE MARKS AT THIS STATION
 TF2048'HAD BEEN DISTURBED.  UPON INVESTIGATION IT WAS FOUND THAT
 TF2048'R.M. NO. 1 AND THE AZIMUTH MARK HAD BEEN GRADED OUT WHEN THE
 TF2048'ROAD PAST THE STATION WAS WIDENED.  THE STATION MARK AND R.M.
 TF2048'NO. 2 WERE RECOVERED ON TOP OF 4-FOOT MOUNDS OF EARTH NEAR
 TF2048'CENTER OF GRADER DITCH.  A NEW STATION WAS ESTABLISHED, USING
 TF2048'THE KARLARUHE ST. PETER AND PAUL CHURCH STEEPLE FOR THE
 TF2048'INITIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2047 ***********************************************************************
 TF2047  DESIGNATION -  HOGBACK 2
 TF2047  PID         -  TF2047
 TF2047  STATE/COUNTY-  ND/MCHENRY
 TF2047  USGS QUAD   -  BERGEN (1957)
 TF2047
 TF2047                         *CURRENT SURVEY CONTROL
 TF2047  ___________________________________________________________________
 TF2047* NAD 83(1996)-  48 04 50.26112(N)    100 41 32.34916(W)     ADJUSTED  
 TF2047* NAVD 88     -       496.2    (meters)    1628.     (feet)  VERTCON   
 TF2047  ___________________________________________________________________
 TF2047  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 TF2047  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TF2047
 TF2047  HORZ ORDER  -  FIRST
 TF2047
 TF2047.The horizontal coordinates were established by classical geodetic methods
 TF2047.and adjusted by the National Geodetic Survey in January 1998..
 TF2047
 TF2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2047
 TF2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2047
 TF2047.The geoid height was determined by GEOID03.
 TF2047
 TF2047;                    North         East     Units Scale Factor Converg.
 TF2047;SPC ND N     -   120,163.044   585,671.422   MT  0.99993584   -0 08 35.2
 TF2047;SPC ND N     -   394,235.71  1,921,494.17   iFT  0.99993584   -0 08 35.2
 TF2047;UTM  14      - 5,326,646.999   373,959.371   MT  0.99979520   -1 15 33.8
 TF2047
 TF2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2047!SPC ND N     -   0.99992560  x   0.99993584  =   0.99986144
 TF2047!UTM  14      -   0.99992560  x   0.99979520  =   0.99972081
 TF2047
 TF2047:                Primary Azimuth Mark                     Grid Az
 TF2047:SPC ND N     -  NORWAY LUTH CHURCH STEEPLE               027 17 08.7
 TF2047:UTM  14      -  NORWAY LUTH CHURCH STEEPLE               028 24 07.3
 TF2047
 TF2047|---------------------------------------------------------------------|
 TF2047| PID    Reference Object                     Distance      Geod. Az  |
 TF2047|                                                           dddmmss.s |
 TF2047| TF2043 NORWAY LUTH CHURCH STEEPLE          APPROX.12.7 KM 0270833.5 |
 TF2047| TF2045 KARLSRUHE ST PETER AND PAUL CH      APPROX. 5.7 KM 0754206.6 |
 TF2047| CO6983 HOGBACK 2 RM 3                       22.466 METERS 10443     |
 TF2047| TF2048 HOGBACK                              36.875 METERS 14002     |
 TF2047| CO6984 HOGBACK 2 RM 4                       37.307 METERS 17039     |
 TF2047| CO6985 HOGBACK 2 RM 5                        8.847 METERS 20949     |
 TF2047| CO6982 HOGBACK 2 AZ MK                                    2671847.8 |
 TF2047| TF2054 SIMCOE STENKJER NORW EVAN CH        APPROX.15.5 KM 3032857.2 |
 TF2047|---------------------------------------------------------------------|
 TF2047
 TF2047                          SUPERSEDED SURVEY CONTROL
 TF2047
 TF2047  NAD 83(1986)-  48 04 50.26333(N)    100 41 32.34841(W) AD(       ) 1
 TF2047  NAD 27      -  48 04 50.23330(N)    100 41 30.83100(W) AD(       ) 1
 TF2047  NGVD 29 (07/19/86)  495.8    (m)         1627.     (f) VERT ANG       
 TF2047
 TF2047.Superseded values are not recommended for survey control.
 TF2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2047.See file dsdata.txt to determine how the superseded data were derived.
 TF2047
 TF2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7395926647(NAD 83)
 TF2047_MARKER: DS = TRIANGULATION STATION DISK
 TF2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2047_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2047
 TF2047  HISTORY     - Date     Condition        Report By
 TF2047  HISTORY     - 1957     MONUMENTED       CGS
 TF2047  HISTORY     - 1962     GOOD             CGS
 TF2047  HISTORY     - 1977     GOOD             NGS
 TF2047
 TF2047                          STATION DESCRIPTION
 TF2047
 TF2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 TF2047'THE STATION IS ON THE TOP OF A LONG NARROW RIDGE KNOWN AS
 TF2047'HOGBACK RIDGE ABOUT 6 MILES NORTH-NORTHWEST OF BERGEN AND
 TF2047'ABOUT 4 MILES WEST-SOUTHWEST OF KARLARUHE.  THE STATION MARK
 TF2047'IS 65.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 99.5 FEET
 TF2047'WEST-NORTHWEST OF A POWER LINE POLE AND 6.5 FEET NORTH OF THE
 TF2047'TOP OF THE BACKSLOPE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TF2047'IS STAMPED HOGBACK 2 1957.
 TF2047'
 TF2047'REFERENCE MARK NO. 3 IS EAST-SOUTHEAST OF THE STATION, 46
 TF2047'FEET NORTH OF THE CENTER LINE OF THE ROAD AND 26 FEET WEST-NORTHWEST
 TF2047'OF A POWER LINE POLE.  THE MARK PROJECTS 5 INCHES AND THE DISK
 TF2047'IS STAMPED, HOGBACK 2 NO 3 1957.
 TF2047'
 TF2047'REFERENCE MARK NO. 4 IS SOUTH-SOUTHEAST OF THE STATION AND
 TF2047'IS 57 FEET SOUTH OF THE ROAD.  THE MARK PROJECTS 3 INCHES
 TF2047'AND THE DISK IS STAMPED, HOGBACK 2 NO 4 1957.
 TF2047'
 TF2047'THE AZIMUTH MARK IS APPROXIMATELY 0.55 MILE WEST OF THE STATION,
 TF2047'66 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 3.5 FEET
 TF2047'SOUTH OF THE TOP OF THE BACKSLOPE.  THE MARK PROJECTS 1 INCH
 TF2047'AND THE DISK IS STAMPED, HOGBACK 2 1957.
 TF2047'
 TF2047'TO REACH THE STATION FROM KARLARUHE, FROM THE POST OFFICE,
 TF2047'GO SOUTH-SOUTHWEST ON MAIN STREET ACROSS RAILROAD TRACKS
 TF2047'FOR 0.15 MILE, TURN RIGHT AND GO WEST FOR 0.15 MILE, TURN LEFT
 TF2047'AND GO SOUTH ON MAIN ROAD FOR 0.5 MILE TO CROSSROADS, TURN
 TF2047'RIGHT AND GO WEST FOR 3.1 MILE TO TOP OF HOGBACK RIDGE AND
 TF2047'STATION ON TOP OF BANK ON RIGHT AS DESCRIBED.
 TF2047
 TF2047                          STATION RECOVERY (1962)
 TF2047
 TF2047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2047'THE STATION IS LOCATED 3 MILES WEST AND 1/2 MILE SOUTH OF THE
 TF2047'TOWN OF KARLSRUHE, IN THE SE 1/4 OF SEC. 9, T153N, R78W, IN
 TF2047'PASTURE LAND.
 TF2047'
 TF2047'TO REACH FROM THE POST OFFICE IN KARLSRUHE, GO SOUTH AND WEST
 TF2047'ON THE GRAVELED ROAD FOR 0.3 MILE TO A T ROAD INTERSECTION.
 TF2047'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE
 TF2047'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 TF2047'FOR 3.1 MILES TO THE STATION ON THE RIGHT.  TO REACH THE
 TF2047'AZIMUTH MARK FROM THE STATION CONTINUE WEST ON THE GRAVELED
 TF2047'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 TF2047'
 TF2047'THE STATION MARK IS A STANDARD DISK STAMPED HOGBACK 2 1957
 TF2047'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2047'WHICH PROJECTS 6 INCHES.  IT IS 64 FEET NORTH OF THE CENTER
 TF2047'OF A GRAVELED ROAD, 7.7 FEET NORTH OF THE WITNESS POST AND
 TF2047'25 FEET NORTH OF A EAST-WEST FENCE LINE.
 TF2047'
 TF2047'REFERENCE MARK NO. 3, STAMPED HOGBACK 2 NO 3 1957, IS A
 TF2047'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TF2047'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 71 FEET EAST OF THE
 TF2047'WITNESS POST, 57 FEET NORTH OF THE CENTER OF A GRAVELED
 TF2047'ROAD AND 5 FEET NORTH OF A EAST-WEST FENCE LINE.
 TF2047'
 TF2047'REFERENCE MARK NO. 4, STAMPED HOGBACK 2 NO 4 1957, IS A STANDARD
 TF2047'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2047'WHICH PROJECTS 4 INCHES.  IT IS 114 FEET SOUTH OF THE WITNESS
 TF2047'POST AND 47 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 TF2047'
 TF2047'THE AZIMUTH MARK STAMPED HOGBACK 2 1957 IS A STANDARD DISK
 TF2047'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2047'PROJECTS 4 INCHES.  IT IS 70 FEET SOUTH OF THE CENTER OF A
 TF2047'GRAVELED ROAD AND 1.8 FEET EAST OF THE WITNESS POST.
 TF2047'
 TF2047'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 114.4 FEET.
 TF2047
 TF2047                          STATION RECOVERY (1977)
 TF2047
 TF2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TF2047'THE STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH MARK WERE
 TF2047'RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE
 TF2047'TO REFERENCE MARK NO. 3, POSSIBLY DUE TO SLOPE MEASUREMENT, THE
 TF2047'DIRECTION CHECKED GOOD.  REFERENCE MARK NO. 4 WAS FOUND DESTROYED,
 TF2047'AND THE DISK REMOVED.  REFERENCE MARK NO. 5 WAS SET AT THIS TIME.
 TF2047'
 TF2047'A NEW DESCRIPTION FOLLOWS--
 TF2047'
 TF2047'THE STATION IS LOCATED ON THE TOP OF A LONG NORTHWEST-SOUTHEAST
 TF2047'RIDGE LOCALLY KNOWN AS HOGBACK RIDGE, ABOUT 6 MILES NORTH-NORTHWEST
 TF2047'OF BERGEN AND 4 MILES WEST-SOUTHWEST OF KARLSRUHE, IN THE SE-1/4
 TF2047'OF SEC. 9, T 153 N, R 78 W.  IN PASTURE LAND ON PROPERTY OF MR.
 TF2047'SYLVESTER GEFROH OF KARLSRUHE.
 TF2047'
 TF2047'TO REACH THE STATION FROM THE POST OFFICE IN KARLSRUHE, GO SOUTH
 TF2047'AND WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A T ROAD INTERSECTION,
 TF2047'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD 0.5 MILE TO A
 TF2047'CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED ROAD 3.1 MILES TO
 TF2047'THE TOP OF THE LOW RIDGE AND THE STATION ON THE RIGHT AS
 TF2047'DESCRIBED.
 TF2047'
 TF2047'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 TF2047'ROAD 0.55 MILE TO THE TOP OF A HILL AND THE MARK ON THE LEFT AS
 TF2047'DESCRIBED.
 TF2047'
 TF2047'THE STATION MARK IS A STANDARD DISK STAMPED HOGBACK 2 1957, SET
 TF2047'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.
 TF2047'IT IS 100 FEET WEST-NORTHWEST OF A CORNER POWER POLE, 67 FEET NORTH
 TF2047'OF THE CENTER OF THE ROAD, 25 FEET NORTH OF A FENCE, AND 4.0 FEET
 TF2047'NORTH OF A METAL WITNESS POST.
 TF2047'
 TF2047'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HOGBACK 2 NO 3 1957,
 TF2047'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 TF2047'IT IS 46 FEET NORTH OF THE CENTER OF THE ROAD, 26 FEET WEST OF
 TF2047'THE CORNER POWER POLE, 5 FEET NORTH OF THE FENCE, AND ABOUT 2-FEET
 TF2047'LOWER THEN THE STATION MARK.
 TF2047'
 TF2047'REFERENCE MARK NO. 5 IS A STANDARD DISK STAMPED HOGBACK 2 1957 NO
 TF2047'5 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TF2047'2-INCHES.  IT IS 111 FEET WEST OF THE CORNER POWER POLE, 42 FEET
 TF2047'NORTH OF THE CENTER OF THE ROAD, 1-FOOT SOUTH OF THE FENCE, 1.5
 TF2047'FEET EAST OF A METAL WITNESS POST, AND ABOUT 5 FEET LOWER THEN
 TF2047'THE STATION MARK.
 TF2047'
 TF2047'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOGBACK 2 1957, SET IN
 TF2047'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 TF2047'70 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1.8 FEET EAST OF A
 TF2047'METAL WITNESS POST.
 TF2047'
 TF2047'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 TF2047'WSW OF KARLSRUHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1969 ***********************************************************************
 TG1969  DESIGNATION -  HOLD
 TG1969  PID         -  TG1969
 TG1969  STATE/COUNTY-  ND/DIVIDE
 TG1969  USGS QUAD   -  
 TG1969
 TG1969                         *CURRENT SURVEY CONTROL
 TG1969  ___________________________________________________________________
 TG1969* NAD 83(1996)-  49 00 48.19110(N)    103 16 42.34967(W)     ADJUSTED  
 TG1969* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 TG1969  ___________________________________________________________________
 TG1969  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 TG1969  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 TG1969
 TG1969  HORZ ORDER  -  THIRD
 TG1969
 TG1969.The horizontal coordinates were established by classical geodetic methods
 TG1969.and adjusted by the National Geodetic Survey in January 1998..
 TG1969
 TG1969.The orthometric height was scaled from a topographic map.
 TG1969
 TG1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1969
 TG1969.The geoid height was determined by GEOID03.
 TG1969
 TG1969;                    North         East     Units Scale Factor Converg.
 TG1969;SPC ND N     -   227,533.601   396,782.116   MT  1.00006762   -2 04 03.1
 TG1969;SPC ND N     -   746,501.32  1,301,778.60   iFT  1.00006762   -2 04 03.1
 TG1969;UTM  13      - 5,430,371.696   625,883.569   MT  0.99979467   +1 17 59.0
 TG1969
 TG1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1969!SPC ND N     -   0.99991080  x   1.00006762  =   0.99997841
 TG1969!UTM  13      -   0.99991080  x   0.99979467  =   0.99970549
 TG1969
 TG1969:                Primary Azimuth Mark                     Grid Az
 TG1969:SPC ND N     -  GOOD                                     103 41 02.8
 TG1969:UTM  13      -  GOOD                                     100 19 00.7
 TG1969
 TG1969|---------------------------------------------------------------------|
 TG1969| PID    Reference Object                     Distance      Geod. Az  |
 TG1969|                                                           dddmmss.s |
 TG1969| TG1962 GOOD                                APPROX. 5.0 KM 1013659.7 |
 TG1969|---------------------------------------------------------------------|
 TG1969
 TG1969                          SUPERSEDED SURVEY CONTROL
 TG1969
 TG1969  NAD 83(1986)-  49 00 48.19321(N)    103 16 42.34101(W) AD(       ) 3
 TG1969
 TG1969.Superseded values are not recommended for survey control.
 TG1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1969.See file dsdata.txt to determine how the superseded data were derived.
 TG1969
 TG1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2588430372(NAD 83)
 TG1969_MARKER: DD = SURVEY DISK
 TG1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1969_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1969+STABILITY: SURFACE MOTION
 TG1969
 TG1969  HISTORY     - Date     Condition        Report By
 TG1969  HISTORY     - 1911     MONUMENTED       IBC
 TG1969
 TG1969                          STATION DESCRIPTION
 TG1969
 TG1969'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1969'ABOUT 1 MILE NORTH OF INTERNATIONAL BOUNDARY MONUMENT 607, IN NE 1/4
 TG1969'SECTION 4, TOWNSHIP 1, RANGE 10 W, SECOND MERIDIAN.  THE STATION IS
 TG1969'ON A RISE ABOUT 250 METERS WEST OF A ROAD AND 100 METERS FROM THE
 TG1969'NORTH BOUNDARY OF THE SECTION.
 TG1969'
 TG1969'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 TG1969'CONCRETE BURIED 20 INCHES IN THE GROUND, WITH SMALL STONES FILLING
 TG1969'THE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1220 ***********************************************************************
 SM1220  DESIGNATION -  HOLES
 SM1220  PID         -  SM1220
 SM1220  STATE/COUNTY-  ND/PIERCE
 SM1220  USGS QUAD   -  SELZ NW (1986)
 SM1220
 SM1220                         *CURRENT SURVEY CONTROL
 SM1220  ___________________________________________________________________
 SM1220* NAD 83(1996)-  47 58 23.83965(N)    099 55 13.80976(W)     ADJUSTED  
 SM1220* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 SM1220  ___________________________________________________________________
 SM1220  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 SM1220  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 SM1220
 SM1220  HORZ ORDER  -  SECOND
 SM1220
 SM1220.The horizontal coordinates were established by classical geodetic methods
 SM1220.and adjusted by the National Geodetic Survey in January 1998..
 SM1220
 SM1220.The orthometric height was scaled from a topographic map.
 SM1220
 SM1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1220
 SM1220.The geoid height was determined by GEOID03.
 SM1220
 SM1220;                    North         East     Units Scale Factor Converg.
 SM1220;SPC ND N     -   108,373.570   643,264.406   MT  0.99993773   +0 25 52.4
 SM1220;SPC ND N     -   355,556.33  2,110,447.53   iFT  0.99993773   +0 25 52.4
 SM1220;UTM  14      - 5,313,741.351   431,299.501   MT  0.99965799   -0 41 01.7
 SM1220
 SM1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1220!SPC ND N     -   0.99992616  x   0.99993773  =   0.99986390
 SM1220!UTM  14      -   0.99992616  x   0.99965799  =   0.99958418
 SM1220
 SM1220:                Primary Azimuth Mark                     Grid Az
 SM1220:SPC ND N     -  HOLES AZ MK                              001 34 54.2
 SM1220:UTM  14      -  HOLES AZ MK                              002 41 48.3
 SM1220
 SM1220|---------------------------------------------------------------------|
 SM1220| PID    Reference Object                     Distance      Geod. Az  |
 SM1220|                                                           dddmmss.s |
 SM1220| CO5613 HOLES AZ MK                                        0020046.6 |
 SM1220| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX.13.8 KM 0590721.5 |
 SM1220| CO5614 HOLES RM 1                           17.136 METERS 16759     |
 SM1220| CO5615 HOLES RM 2                           13.872 METERS 25231     |
 SM1220|---------------------------------------------------------------------|
 SM1220
 SM1220                          SUPERSEDED SURVEY CONTROL
 SM1220
 SM1220  NAD 83(1986)-  47 58 23.84282(N)    099 55 13.81086(W) AD(       ) 2
 SM1220  NAD 27      -  47 58 23.82040(N)    099 55 12.34920(W) AD(       ) 2
 SM1220
 SM1220.Superseded values are not recommended for survey control.
 SM1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1220.See file dsdata.txt to determine how the superseded data were derived.
 SM1220
 SM1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU3130013741(NAD 83)
 SM1220_MARKER: DS = TRIANGULATION STATION DISK
 SM1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1220
 SM1220  HISTORY     - Date     Condition        Report By
 SM1220  HISTORY     - 1946     MONUMENTED       CGS
 SM1220  HISTORY     - 1962     GOOD             CGS
 SM1220
 SM1220                          STATION DESCRIPTION
 SM1220
 SM1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SM1220'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF SILVA, 8.5 MILES
 SM1220'SOUTHWEST OF ESMOND, ON A SPUR RIDGE RUNNING NORTHWEST OFF OF
 SM1220'THE MAIN PLATEAU WHICH IS UNDER CULTIVATION ABOUT 50 YARDS
 SM1220'SOUTHEAST FROM THE END OF THE SPUR, 19 FEET WEST OF THE FENCE
 SM1220'AND 6.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK
 SM1220'PROJECTS 4 INCHES AND THE DISK IS STAMPED HOLES 1946.
 SM1220'
 SM1220'REFERENCE MARK NO. 1 IS 56.24 FEET SOUTH-SOUTHEAST OF THE
 SM1220'STATION AND 8.5 FEET WEST OF THE FENCE.  THE MARK IS SET IN A
 SM1220'4 BY 3 FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT AND THE DISK
 SM1220'IS STAMPED HOLES NO 1 1946.
 SM1220'
 SM1220'REFERENCE MARK NO. 2 IS 45.51 FEET WEST-SOUTHWEST OF THE
 SM1220'STATION.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 SM1220'HOLES NO 2 1946.
 SM1220'
 SM1220'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 47 FEET SOUTHEAST
 SM1220'OF THE INTERSECTION OF A CROSSROADS, 35 FEET SOUTH OF THE CENTER
 SM1220'LINE OF THE EAST AND WEST ROAD, 30 FEET EAST OF THE CENTER
 SM1220'LINE OF THE NORTH AND SOUTH ROAD, 6 FEET WEST OF A WITNESS POST
 SM1220'AND 3 FEET-WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES
 SM1220'AND THE DISK IS STAMPED HOLES 1946.
 SM1220'
 SM1220'TO REACH FROM THE JUNCTION OF THE MAIN STREET OF BALTA AND
 SM1220'STATE HIGHWAY NO. 3 FOLLOW STATE HIGHWAY NO. 3 SOUTH FOR 8.9
 SM1220'MILES TO THE JUNCTION OF STATE HIGHWAY NO. 19, TURN LEFT ON
 SM1220'STATE HIGHWAY NO. 19 FOR 4.0 MILES TO CROSSROADS, TURN RIGHT
 SM1220'FOR 1.0 MILE TO T-ROAD, TURN LEFT FOR 0.6 MILE, TURN RIGHT AND
 SM1220'GO 3.0 MILES TO A POINT WHERE THE ROAD CURVES AROUND THE POINT
 SM1220'OF THE RIDGE.  HERE CONTINUE STRAIGHT AHEAD FOR 0.1 MILE ALONG
 SM1220'FENCE TO TOP OF RIDGE AND THE STATION.
 SM1220'
 SM1220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SM1220
 SM1220                          STATION RECOVERY (1962)
 SM1220
 SM1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1220'THE STATION IS LOCATED 5-3/4 MILES NORTH AND 5-1/4 MILES EAST
 SM1220'OF THE TOWN OF CLIFTON, IN THE NW 1/4 OF SEC. 20, T152N, R72W,
 SM1220'ON THE HIGHEST KNOLL IN PASTURE.
 SM1220'
 SM1220'TO REACH FROM THE POST OFFICE IN HARVEY, GO NORTH 1 BLOCK.
 SM1220'TURN LEFT, WEST, AND GO 0.35 MILE TO JUNCTION WITH STATE HIGHWAY
 SM1220'3.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 3 FOR 12.25 MILES
 SM1220'TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 1 MILE TO A
 SM1220'CROSSROAD, THENCE TURN LEFT AND GO NORTH 1.8 MILES TO A POWER
 SM1220'LINE BRACE POLE ON THE RIGHT.  FROM HERE CROSS FENCE AND PACK
 SM1220'EAST ACROSS PASTURE TO SUMMIT OF KNOLL AND STATION.  TO REACH
 SM1220'AZIMUTH MARK FROM THE END OF TRUCK TRAVEL CONTINUE NORTH ON
 SM1220'GRAVELED ROAD FOR 0.3 MILE TO CROSSROAD AND AZIMUTH MARK AS
 SM1220'DESCRIBED.
 SM1220'
 SM1220'THE STATION MARK IS A STANDARD DISK STAMPED HOLES 1946 AND SET
 SM1220'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SM1220'3 INCHES.  IT IS 280 FEET EAST OF THE CENTER OF A GRAVELED
 SM1220'ROAD, 24 FEET WEST OF A CULTIVATED FIELD AND 6.6 FEET EAST OF
 SM1220'THE WITNESS POST.
 SM1220'
 SM1220'REFERENCE MARK NO. 1, STAMPED HOLES NO 1 1946, IS A STANDARD
 SM1220'DISK SET IN THE TOP OF A BOULDER 3 FEET LONG AND 18 INCHES WIDE
 SM1220'WHICH PROJECTS 6 INCHES.  IT IS 13 FEET WEST OF THE EDGE OF A
 SM1220'CULTIVATED FIELD.
 SM1220'
 SM1220'REFERENCE MARK NO. 2, STAMPED HOLES NO 2 1946, IS A STANDARD
 SM1220'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SM1220'WHICH PROJECTS 1 INCH.  IT IS 42.4 FEET WEST OF THE WITNESS
 SM1220'POST AND 67 FEET WEST OF THE EDGE OF A CULTIVATED FIELD.
 SM1220'
 SM1220'THE AZIMUTH MARK STAMPED HOLES 1946 IS A STANDARD DISK SET IN
 SM1220'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SM1220'3 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF A GRAVELED
 SM1220'ROAD, 6 FEET WEST OF THE WITNESS POST AND 4 FEET WEST OF A
 SM1220'FENCE CORNER.
 SM1220'
 SM1220'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 68.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1748 ***********************************************************************
 SN1748  DESIGNATION -  HOLST
 SN1748  PID         -  SN1748
 SN1748  STATE/COUNTY-  ND/MCLEAN
 SN1748  USGS QUAD   -  EMMET (1956)
 SN1748
 SN1748                         *CURRENT SURVEY CONTROL
 SN1748  ___________________________________________________________________
 SN1748* NAD 83(1996)-  47 39 23.12714(N)    101 40 28.00483(W)     ADJUSTED  
 SN1748* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 SN1748  ___________________________________________________________________
 SN1748  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 SN1748  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SN1748
 SN1748  HORZ ORDER  -  SECOND
 SN1748
 SN1748.The horizontal coordinates were established by classical geodetic methods
 SN1748.and adjusted by the National Geodetic Survey in January 1998..
 SN1748
 SN1748.The orthometric height was scaled from a topographic map.
 SN1748
 SN1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1748
 SN1748.The geoid height was determined by GEOID03.
 SN1748
 SN1748;                    North         East     Units Scale Factor Converg.
 SN1748;SPC ND N     -    73,654.263   511,782.857   MT  0.99996362   -0 52 26.2
 SN1748;SPC ND N     -   241,647.84  1,679,077.61   iFT  0.99996362   -0 52 26.2
 SN1748;UTM  14      - 5,281,579.683   299,184.023   MT  1.00009559   -1 58 38.6
 SN1748
 SN1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1748!SPC ND N     -   0.99990531  x   0.99996362  =   0.99986893
 SN1748!UTM  14      -   0.99990531  x   1.00009559  =   1.00000089
 SN1748
 SN1748|---------------------------------------------------------------------|
 SN1748| PID    Reference Object                     Distance      Geod. Az  |
 SN1748|                                                           dddmmss.s |
 SN1748| SN1261 HOLST RM 1                           22.817 METERS 18825     |
 SN1748| SN1260 HOLST RM 2                           25.380 METERS 35219     |
 SN1748| SN1259 HOLST AZ                                           3554638.2 |
 SN1748|---------------------------------------------------------------------|
 SN1748
 SN1748                          SUPERSEDED SURVEY CONTROL
 SN1748
 SN1748  NAD 83(1986)-  47 39 23.12581(N)    101 40 27.99868(W) AD(       ) 2
 SN1748  NAD 27      -  47 39 23.13040(N)    101 40 26.40690(W) AD(       ) 2
 SN1748
 SN1748.Superseded values are not recommended for survey control.
 SN1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1748.See file dsdata.txt to determine how the superseded data were derived.
 SN1748
 SN1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9918481580(NAD 83)
 SN1748_MARKER: DS = TRIANGULATION STATION DISK
 SN1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1748_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SN1748
 SN1748  HISTORY     - Date     Condition        Report By
 SN1748  HISTORY     - 1962     MONUMENTED       CGS
 SN1748
 SN1748                          STATION DESCRIPTION
 SN1748
 SN1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1748'THE STATION IS LOCATED 0.9 MILE WEST AND 0.75 MILE NORTH OF THE
 SN1748'VILLEGE OF EMMIT, IN THE NW 1/4 OF SEC. 8, T148N, R86W, ON THE
 SN1748'WEST EDGE OF A CULTIVATED FIELD.
 SN1748'
 SN1748'TO REACH FROM THE POST OFFICE IN EMMIT, GO WEST ON STATE ROUTE
 SN1748'37 FOR 0.9 MILE TO A CURVE TO THE RIGHT.  TURN RIGHT WITH THE
 SN1748'CURVE AND GO NORTH ON STATE HIGHWAY 37 FOR 0.75 MILE TO THE
 SN1748'STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.  THE AZIMUTH MARK
 SN1748'IS LOCATED 0.3 MILE NORTH OF THE STATION ON THE WEST SIDE OF
 SN1748'STATE ROUTE 37 AND JUST SOUTH OF A CROSSROAD.
 SN1748'
 SN1748'THE STATION MARK IS A STANDARD DISK STAMPED HOLST 1962 AND SET
 SN1748'IN THE TOP OF A 12-INCH ROUND MONUMENT.  IT IS 78 FEET EAST
 SN1748'OF THE CENTER OF STATE ROUTE 37, 46 FEET NORTHWEST OF A POWER
 SN1748'POLE AND 14.6 FEET NORTH EAST OF THE WITNESS POST.
 SN1748'
 SN1748'REFERENCE MARK NO. 1, STAMPED HOLST NO 1 1962, IS A STANDARD
 SN1748'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1748'IS FLUSH WITH THE GROUND.  IT IS 66 FEET EAST OF THE CENTER
 SN1748'OF STATE ROUTE 37, 61 FEET SOUTHWEST OF A POWER POLE AND 67.5
 SN1748'FEET SOUTH OF THE WITNESS POST.
 SN1748'
 SN1748'REFERENCE MARK NO. 2, STAMPED HOLST NO 2 1962, IS A STANDARD
 SN1748'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1748'IS FLUSH WITH THE GROUND.  IT IS 66 FEET EAST OF THE CENTER OF
 SN1748'STATE ROUTE 37, 122 FEET NORTHWEST OF A POWER POLE AND 89 FEET
 SN1748'NORTHWEST OF A WITNESS POST.
 SN1748'
 SN1748'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLST 1962 AND SET
 SN1748'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1748'4 INCHES.  IT IS 39 FEET WEST OF THE CENTER OF STATE HIGHWAY
 SN1748'37, 2.2 FEET NORTHWEST OF THE WITNESS POST, 2 FEET WEST
 SN1748'OF A POWER POLE AND 24 FEET SOUTH OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1259 ***********************************************************************
 SN1259  DESIGNATION -  HOLST AZ
 SN1259  PID         -  SN1259
 SN1259  STATE/COUNTY-  ND/MCLEAN
 SN1259  USGS QUAD   -  EMMET (1956)
 SN1259
 SN1259                         *CURRENT SURVEY CONTROL
 SN1259  ___________________________________________________________________
 SN1259* NAD 83(1986)-  47 39 38.     (N)    101 40 30.     (W)     SCALED    
 SN1259* NAVD 88     -       623.563  (meters)    2045.81   (feet)  ADJUSTED  
 SN1259  ___________________________________________________________________
 SN1259  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SN1259  DYNAMIC HT  -         623.623 (meters)    2046.00  (feet)  COMP
 SN1259  MODELED GRAV-     980,687.3   (mgal)                       NAVD 88
 SN1259
 SN1259  VERT ORDER  -  SECOND    CLASS 0
 SN1259
 SN1259.The horizontal coordinates were scaled from a topographic map and have
 SN1259.an estimated accuracy of +/- 6 seconds.
 SN1259
 SN1259.The orthometric height was determined by differential leveling
 SN1259.and adjusted by the National Geodetic Survey in June 1991..
 SN1259
 SN1259.The geoid height was determined by GEOID03.
 SN1259
 SN1259.The dynamic height is computed by dividing the NAVD 88
 SN1259.geopotential number by the normal gravity value computed on the
 SN1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1259.degrees latitude (g = 980.6199 gals.).
 SN1259
 SN1259.The modeled gravity was interpolated from observed gravity values.
 SN1259
 SN1259;                    North         East    Units  Estimated Accuracy
 SN1259;SPC ND N     -    74,110.      511,750.      MT  (+/- 180 meters Scaled)
 SN1259
 SN1259                          SUPERSEDED SURVEY CONTROL
 SN1259
 SN1259  NGVD 29 (??/??/92)  623.143  (m)         2044.43   (f) ADJ UNCH    2 0
 SN1259
 SN1259.Superseded values are not recommended for survey control.
 SN1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1259.See file dsdata.txt to determine how the superseded data were derived.
 SN1259
 SN1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT991820(NAD 83)
 SN1259_MARKER: DZ = AZIMUTH MARK DISK
 SN1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1259_STAMPING: HOLST 1962
 SN1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1259+STABILITY: SURFACE MOTION
 SN1259
 SN1259  HISTORY     - Date     Condition        Report By
 SN1259  HISTORY     - 1962     MONUMENTED       CGS
 SN1259  HISTORY     - 1963     GOOD             NGS
 SN1259
 SN1259                          STATION DESCRIPTION
 SN1259
 SN1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1259'2.0 MI NW FROM EMMET.
 SN1259'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1259'AT EMMET, ABOUT 40 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 37, 3
 SN1259'FEET SOUTHWEST OF A POLE, 3.0 FEET NORTHWEST OF A METAL WITNESS POST,
 SN1259'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 6, R 86 W,
 SN1259'T 148 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1261 ***********************************************************************
 SN1261  DESIGNATION -  HOLST RM 1
 SN1261  PID         -  SN1261
 SN1261  STATE/COUNTY-  ND/MCLEAN
 SN1261  USGS QUAD   -  EMMET (1956)
 SN1261
 SN1261                         *CURRENT SURVEY CONTROL
 SN1261  ___________________________________________________________________
 SN1261* NAD 83(1986)-  47 39 23.     (N)    101 40 28.     (W)     SCALED    
 SN1261* NAVD 88     -       624.001  (meters)    2047.24   (feet)  ADJUSTED  
 SN1261  ___________________________________________________________________
 SN1261  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SN1261  DYNAMIC HT  -         624.061 (meters)    2047.44  (feet)  COMP
 SN1261  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 SN1261
 SN1261  VERT ORDER  -  SECOND    CLASS 0
 SN1261
 SN1261.The horizontal coordinates were scaled from a topographic map and have
 SN1261.an estimated accuracy of +/- 6 seconds.
 SN1261
 SN1261.The orthometric height was determined by differential leveling
 SN1261.and adjusted by the National Geodetic Survey in June 1991..
 SN1261
 SN1261.The geoid height was determined by GEOID03.
 SN1261
 SN1261.The dynamic height is computed by dividing the NAVD 88
 SN1261.geopotential number by the normal gravity value computed on the
 SN1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1261.degrees latitude (g = 980.6199 gals.).
 SN1261
 SN1261.The modeled gravity was interpolated from observed gravity values.
 SN1261
 SN1261;                    North         East    Units  Estimated Accuracy
 SN1261;SPC ND N     -    73,650.      511,780.      MT  (+/- 180 meters Scaled)
 SN1261
 SN1261                          SUPERSEDED SURVEY CONTROL
 SN1261
 SN1261  NGVD 29 (??/??/92)  623.582  (m)         2045.87   (f) ADJ UNCH    2 0
 SN1261
 SN1261.Superseded values are not recommended for survey control.
 SN1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1261.See file dsdata.txt to determine how the superseded data were derived.
 SN1261
 SN1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT991815(NAD 83)
 SN1261_MARKER: DR = REFERENCE MARK DISK
 SN1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1261_STAMPING: HOLST NO 1 1962
 SN1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1261+STABILITY: SURFACE MOTION
 SN1261
 SN1261  HISTORY     - Date     Condition        Report By
 SN1261  HISTORY     - 1962     MONUMENTED       CGS
 SN1261  HISTORY     - 1963     GOOD             NGS
 SN1261
 SN1261                          STATION DESCRIPTION
 SN1261
 SN1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1261'1.7 MI NW FROM EMMET.
 SN1261'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1261'AT EMMET, AT THE CREST OF A SMALL HILL, 156.0 FEET SOUTH OF R.M. 2,
 SN1261'66.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 67.0 FEET SOUTH OF A
 SN1261'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 SN1261'OF A CONCRETE POST PROJECTING 0.2 FOOT, S 8, R 86 W, T 148 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1260 ***********************************************************************
 SN1260  DESIGNATION -  HOLST RM 2
 SN1260  PID         -  SN1260
 SN1260  STATE/COUNTY-  ND/MCLEAN
 SN1260  USGS QUAD   -  EMMET (1956)
 SN1260
 SN1260                         *CURRENT SURVEY CONTROL
 SN1260  ___________________________________________________________________
 SN1260* NAD 83(1986)-  47 39 23.     (N)    101 40 28.     (W)     SCALED    
 SN1260* NAVD 88     -       624.126  (meters)    2047.65   (feet)  ADJUSTED  
 SN1260  ___________________________________________________________________
 SN1260  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 SN1260  DYNAMIC HT  -         624.186 (meters)    2047.85  (feet)  COMP
 SN1260  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 SN1260
 SN1260  VERT ORDER  -  SECOND    CLASS 0
 SN1260
 SN1260.The horizontal coordinates were scaled from a topographic map and have
 SN1260.an estimated accuracy of +/- 6 seconds.
 SN1260
 SN1260.The orthometric height was determined by differential leveling
 SN1260.and adjusted by the National Geodetic Survey in June 1991..
 SN1260
 SN1260.The geoid height was determined by GEOID03.
 SN1260
 SN1260.The dynamic height is computed by dividing the NAVD 88
 SN1260.geopotential number by the normal gravity value computed on the
 SN1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1260.degrees latitude (g = 980.6199 gals.).
 SN1260
 SN1260.The modeled gravity was interpolated from observed gravity values.
 SN1260
 SN1260;                    North         East    Units  Estimated Accuracy
 SN1260;SPC ND N     -    73,650.      511,780.      MT  (+/- 180 meters Scaled)
 SN1260
 SN1260                          SUPERSEDED SURVEY CONTROL
 SN1260
 SN1260  NGVD 29 (??/??/92)  623.706  (m)         2046.28   (f) ADJ UNCH    2 0
 SN1260
 SN1260.Superseded values are not recommended for survey control.
 SN1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1260.See file dsdata.txt to determine how the superseded data were derived.
 SN1260
 SN1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT991815(NAD 83)
 SN1260_MARKER: DR = REFERENCE MARK DISK
 SN1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1260_STAMPING: HOLST NO 2 1962
 SN1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1260+STABILITY: SURFACE MOTION
 SN1260
 SN1260  HISTORY     - Date     Condition        Report By
 SN1260  HISTORY     - 1962     MONUMENTED       CGS
 SN1260  HISTORY     - 1963     GOOD             NGS
 SN1260
 SN1260                          STATION DESCRIPTION
 SN1260
 SN1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1260'1.7 MI NW FROM EMMET.
 SN1260'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1260'AT EMMET, 156.0 FEET NORTH OF R.M. 1, 66.0 FEET EAST OF THE CENTERLINE
 SN1260'OF THE HIGHWAY, 78.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 SN1260'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 SN1260'FOOT, S 8, R 86 W, T 148 N.  NOTE-- THE STATION FOR THIS REFERENCE
 SN1260'MARK COULD NOT BE FOUND.  SMALL GRAIN IS NOW GROWING AT ITS DESCRIBED
 SN1260'LOCATION AND IT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0642 ***********************************************************************
 RQ0642  DESIGNATION -  HOLTE RESET
 RQ0642  PID         -  RQ0642
 RQ0642  STATE/COUNTY-  ND/DICKEY
 RQ0642  USGS QUAD   -  SILVERLEAF (1956)
 RQ0642
 RQ0642                         *CURRENT SURVEY CONTROL
 RQ0642  ___________________________________________________________________
 RQ0642* NAD 83(1996)-  46 02 30.88748(N)    098 28 49.29705(W)     ADJUSTED  
 RQ0642* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 RQ0642  ___________________________________________________________________
 RQ0642  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 RQ0642  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 RQ0642
 RQ0642  HORZ ORDER  -  FIRST
 RQ0642
 RQ0642.The horizontal coordinates were established by classical geodetic methods
 RQ0642.and adjusted by the National Geodetic Survey in January 1998..
 RQ0642
 RQ0642.The orthometric height was scaled from a topographic map.
 RQ0642
 RQ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0642
 RQ0642.The geoid height was determined by GEOID03.
 RQ0642
 RQ0642;                    North         East     Units Scale Factor Converg.
 RQ0642;SPC ND S     -    43,721.116   756,317.377   MT  1.00003080   +1 28 23.1
 RQ0642;SPC ND S     -   143,441.98  2,481,356.22   iFT  1.00003080   +1 28 23.1
 RQ0642;SPC SD N     -   246,545.433   717,630.952   MT  1.00008900   +1 04 31.8
 RQ0642;SPC SD N     -   808,874.47  2,354,427.55   sFT  1.00008900   +1 04 31.8
 RQ0642;UTM  14      - 5,098,835.600   540,206.494   MT  0.99961987   +0 22 26.6
 RQ0642
 RQ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0642!SPC ND S     -   0.99993465  x   1.00003080  =   0.99996544
 RQ0642!SPC SD N     -   0.99993465  x   1.00008900  =   1.00002364
 RQ0642!UTM  14      -   0.99993465  x   0.99961987  =   0.99955454
 RQ0642
 RQ0642:                Primary Azimuth Mark                     Grid Az
 RQ0642:SPC ND S     -  DICKEY COUNTY CHURCH COUNTRY             162 36 59.1
 RQ0642:SPC SD N     -  DICKEY COUNTY CHURCH COUNTRY             163 00 50.4
 RQ0642:UTM  14      -  DICKEY COUNTY CHURCH COUNTRY             163 42 55.6
 RQ0642
 RQ0642|---------------------------------------------------------------------|
 RQ0642| PID    Reference Object                     Distance      Geod. Az  |
 RQ0642|                                                           dddmmss.s |
 RQ0642| QR0566 DICKEY COUNTY CHURCH COUNTRY        APPROX.18.8 KM 1640522.2 |
 RQ0642| CO5620 HOLTE RM 1                           34.308 METERS 17900     |
 RQ0642| CO5619 HOLTE AZ MK                                        1971237.5 |
 RQ0642| RQ0673 ELLENDALE MUNICIPAL TANK            APPROX. 5.7 KM 2165137.5 |
 RQ0642| RQ0674 ELLENDALE DICKEY CO CH FINIAL       APPROX. 5.4 KM 2183655.7 |
 RQ0642| CO5621 HOLTE RM 2                           43.638 METERS 28731     |
 RQ0642| CO5622 HOLTE RM 3                           43.266 METERS 28735     |
 RQ0642|---------------------------------------------------------------------|
 RQ0642
 RQ0642                          SUPERSEDED SURVEY CONTROL
 RQ0642
 RQ0642  NAD 83(1986)-  46 02 30.89608(N)    098 28 49.29153(W) AD(       ) 1
 RQ0642  NAD 27      -  46 02 30.99700(N)    098 28 47.92600(W) AD(       ) 1
 RQ0642
 RQ0642.Superseded values are not recommended for survey control.
 RQ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0642.See file dsdata.txt to determine how the superseded data were derived.
 RQ0642
 RQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4020698836(NAD 83)
 RQ0642_MARKER: DS = TRIANGULATION STATION DISK
 RQ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0642
 RQ0642  HISTORY     - Date     Condition        Report By
 RQ0642  HISTORY     - 1934     MONUMENTED       CGS
 RQ0642  HISTORY     - 1969     GOOD             NDHD
 RQ0642  HISTORY     - 1970     SEE DESCRIPTION  NGS
 RQ0642  HISTORY     - 1974     GOOD             USAF
 RQ0642
 RQ0642                          STATION DESCRIPTION
 RQ0642
 RQ0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0642'STATION IS LOCATED NEAR THE CENTER OF THE SW 1/4 SEC. 29, T
 RQ0642'130 N, R 62 W, APPROXIMATELY 2.0 MILES E AND 2-3/4 MILES
 RQ0642'N OF ELLENDALE, DICKEY COUNTY, LAND OWNED BY HOWARD HOLTE OF
 RQ0642'ELLENDALE.  IT IS LOCATED ON THE MOST PROMINENT OF A GROUP OF
 RQ0642'SMALL RISES IN OPEN PASTURE IN LAND.
 RQ0642'
 RQ0642'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0642'BRONZE DISKS SET IN CONCRETE.
 RQ0642'
 RQ0642'REFERENCE MARK NO. 1 IS 112.75 FEET, 34.361 METERS S BY W OF
 RQ0642'STATION.
 RQ0642'
 RQ0642'REFERENCE MARK NO. 2 IS 143.18 FEET, 43.638 METERS W OF STATION.
 RQ0642'
 RQ0642'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE S OF STATION, 80 FEET
 RQ0642'E OF THE CENTER LINE OF N-S SECTION LINE ROAD LEADING TO STATION,
 RQ0642'IN FENCE CORNER NW OF WHITE HOUSE, AND IS REACHED FROM STATION
 RQ0642'BY RETURNING TO GATE ENTERING PASTURE, THENCE LEFT (S) FOR
 RQ0642'0.9 MILE TO MARK ON LEFT.
 RQ0642'
 RQ0642'STATION IS REACHED FROM ELLENDALE BY GOING E ON STATE HIGHWAY
 RQ0642'11 FOR 2.0 MILES TO CROSSROADS TURN LEFT AND GO N FROM HIGHWAY
 RQ0642'11 FOR 2.5 MILES ON GRAVELED SECTION LINE ROAD TO CROSSROADS.
 RQ0642'CONTINUE N ON DIRT ROAD FOR 1/2 MILE, LEAVE SECTION LINE
 RQ0642'ROAD AND TURN RIGHT THROUGH GATE AND GO 0.3 MILE SE ACROSS
 RQ0642'PASTURE TO STATION ON TOP OF RISE.
 RQ0642'
 RQ0642'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0642
 RQ0642                          STATION RECOVERY (1969)
 RQ0642
 RQ0642'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969 (DRM)
 RQ0642'HOLTE 1934-GOOD
 RQ0642'
 RQ0642'HOLTE AZI 1934-GOOD
 RQ0642'
 RQ0642'ALL MARKS WERE FOUND IN THE DESCRIBED POSITION EXCEPT THAT
 RQ0642'THE TRIANGULATION AND REFERENCE MARKS ARE IN A CULTIVATED
 RQ0642'FIELD INSTEAD OF THE OPEN PASTURE.  IT IS SUGGESTED THAT THE
 RQ0642'TRIANGULATION MARK BE MOVED UNDERGROUND AND SOME MEANS TO
 RQ0642'PROTECT THE REFERENCE MARKS BE USED.
 RQ0642
 RQ0642                          STATION RECOVERY (1970)
 RQ0642
 RQ0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RQ0642'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, AND THE
 RQ0642'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 RQ0642'STATION MARK WAS FOUND TO BE DISTURBED, IT HAD BEEN MOVED
 RQ0642'0.013 METERS TO THE EAST, 267 DEGREES OFF THE AZIMUTH MARK.
 RQ0642'REFERENCE MARK NO. 2 WAS FOUND PUSHED OVER WITH THE DISK INTACT.
 RQ0642'THE MARKS HAD BEEN HIT BY FARM MACHINERY.  THE SURFACE STATION
 RQ0642'MARK WAS RESET OVER THE UNDERGROUND STATION MARK, AND REFERENCE
 RQ0642'MARK NO. 3 WAS SET.
 RQ0642'
 RQ0642'A NEW DESCRIPTION FOLLOWS--
 RQ0642'
 RQ0642'THE STATION IS LOCATED NEAR THE CENTER OF THE SW 1/4 OF SEC.
 RQ0642'29, T 130 N, R 62 W, ABOUT 2-1/2 MILES NORTHEAST OF ELLENDALE,
 RQ0642'ON A LOW HILL IN A CULTIVATED FIELD ON PROPERTY OWNED BY MR.
 RQ0642'HOWARD HOLTE OF ELLENDALE.
 RQ0642'
 RQ0642'THE STATION MARK IS A STANDARD DISK STAMPED HOLTE 1934 1970,
 RQ0642'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10-INCHES.
 RQ0642'IT IS 2.0 FEET EAST OF A METAL WITNESS POST.
 RQ0642'
 RQ0642'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HOLTE NO 1
 RQ0642'1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 RQ0642'IT IS ON THE SOUTH SLOPE OF THE HILL ABOUT 2 FEET LOWER THEN
 RQ0642'THE STATION, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 RQ0642'
 RQ0642'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HOLTE 1934 NO
 RQ0642'3 1970, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 15-INCHES.
 RQ0642'IT IS ON THE WEST SLOPE OF THE HILL ABOUT 3 FEET LOWER THAN THE
 RQ0642'STATION, AND IS 2.7 FEET EAST OF A METAL WITNESS POST.
 RQ0642'
 RQ0642'THE AZIMUTH MARK IS A STANDARD*DISK STAMPED HOLTE AZI 1934,
 RQ0642'(*REFERENCE MARK DISK), SET IN A SQUARE CONCRETE MONUMENT WHICH
 RQ0642'PROJECTS 6-INCHES.  IT IS AT THE SITE OF AN OLD FARMSTEAD
 RQ0642'WHERE THE BUILDINGS HAVE BEEN REMOVED, ON PROPERTY OF ISRAEL
 RQ0642'AND JAMES A. ZIMMERMAN, AND IS 124 FEET EAST OF A NORTH SOUTH
 RQ0642'FENCE LINE, 163 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 RQ0642'CONCRETE BASEMENT WALL, 97 FEET EAST OF THE CENTER OF THE
 RQ0642'SECTION LINE TRACK ROAD, AND 1.0 FOOT NORTH OF A METAL WITNESS
 RQ0642'POST.
 RQ0642'
 RQ0642'TO REACH THE STATION FROM THE FIRST NATIONAL BANK AT THE
 RQ0642'INTERSECTION OF U.S. HIGHWAY 281 AND MAIN STREET IN ELLENDALE,
 RQ0642'GO NORTH ON HIGHWAY 281 AND FOR 1.65 MILES TO A CROSSROAD, TURN
 RQ0642'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.05 MILES TO A
 RQ0642'SECTION LINE CROSSROAD, TURN LEFT AND GO NORTH ON THE TRACK
 RQ0642'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 RQ0642'NORTH ON THE TRACK ROAD FOR 0.5 MILE TO A CROSSROAD, WHICH IS
 RQ0642'ABOUT 200 FEET NORTH OF A TWIN POLE POWER LINE RUNNING EAST
 RQ0642'AND WEST, CONTINUE NORTH ON THE TRACK ROAD FOR 0.25 MILE THEN
 RQ0642'TURN RIGHT, EAST, ACROSS THE FIELD FOR 0.3 MILE TO THE
 RQ0642'HIGHEST PART OF THE HILL AND THE STATION AS DESCRIBED.
 RQ0642'
 RQ0642'IN A DISCUSSION WITH THE FARM OPERATOR IT WAS DECIDED BEST
 RQ0642'TO LEAVE ALL OF THE MARKS PROJECTING ABOVE THE GROUND, AND
 RQ0642'A FEW BOULDERS WERE ROLLED UP NEAR EACH OF THEM TO HELP WARD
 RQ0642'OFF THE MACHINERY.
 RQ0642'
 RQ0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 RQ0642'NE OF ELLENDALE
 RQ0642
 RQ0642                          STATION RECOVERY (1974)
 RQ0642
 RQ0642'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0642'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE ALL RECOVERED
 RQ0642'AND FOUND TO BE IN GOOD CONDITION.
 RQ0642'
 RQ0642'THE 1934 ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0692 ***********************************************************************
 RQ0692  DESIGNATION -  HOMER
 RQ0692  PID         -  RQ0692
 RQ0692  STATE/COUNTY-  ND/STUTSMAN
 RQ0692  USGS QUAD   -  YPSILANTI (1952)
 RQ0692
 RQ0692                         *CURRENT SURVEY CONTROL
 RQ0692  ___________________________________________________________________
 RQ0692* NAD 83(1996)-  46 50 05.88411(N)    098 37 05.74058(W)     ADJUSTED  
 RQ0692* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 RQ0692  ___________________________________________________________________
 RQ0692  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 RQ0692  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 RQ0692
 RQ0692  HORZ ORDER  -  FIRST
 RQ0692
 RQ0692.The horizontal coordinates were established by classical geodetic methods
 RQ0692.and adjusted by the National Geodetic Survey in January 1998..
 RQ0692
 RQ0692.The orthometric height was scaled from a topographic map.
 RQ0692
 RQ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0692
 RQ0692.The geoid height was determined by GEOID03.
 RQ0692
 RQ0692;                    North         East     Units Scale Factor Converg.
 RQ0692;SPC ND S     -   131,583.771   743,534.662   MT  0.99993585   +1 22 21.0
 RQ0692;SPC ND S     -   431,705.29  2,439,418.18   iFT  0.99993585   +1 22 21.0
 RQ0692;UTM  14      - 5,186,895.682   529,111.135   MT  0.99961042   +0 16 42.4
 RQ0692
 RQ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0692!SPC ND S     -   0.99993168  x   0.99993585  =   0.99986753
 RQ0692!UTM  14      -   0.99993168  x   0.99961042  =   0.99954213
 RQ0692
 RQ0692:                Primary Azimuth Mark                     Grid Az
 RQ0692:SPC ND S     -  HOMER AZ MK                              109 18 42.9
 RQ0692:UTM  14      -  HOMER AZ MK                              110 24 21.5
 RQ0692
 RQ0692|---------------------------------------------------------------------|
 RQ0692| PID    Reference Object                     Distance      Geod. Az  |
 RQ0692|                                                           dddmmss.s |
 RQ0692| CO5623 HOMER AZ MK                                        1104103.9 |
 RQ0692| CO5624 HOMER RM 1                           48.241 METERS 18026     |
 RQ0692| RQ0708 JAMESTOWN NO PAC RR SHOPS STK       APPROX.11.6 KM 3142056.0 |
 RQ0692| RQ0705 JAMESTOWN N DAK ST HOSP PR STK      APPROX. 7.5 KM 3171049.4 |
 RQ0692| RQ0707 JAMESTOWN N DAK STATE HOSP TK       APPROX. 7.4 KM 3175100.9 |
 RQ0692| RQ0700 JAMESTOWN ST JOHNS ACAD PR STK      APPROX.10.3 KM 3190751.4 |
 RQ0692| RQ0701 JAMESTOWN JR HIGH SCHOOL STACK      APPROX.10.5 KM 3200906.0 |
 RQ0692| RQ0702 JAMESTOWN OTTER TAIL PR CO STK      APPROX.10.6 KM 3204842.6 |
 RQ0692| RQ0696 JAMESTOWN COLLEGE PWR PLT STK       APPROX.10.5 KM 3252007.0 |
 RQ0692| CO5625 HOMER RM 2                           49.149 METERS 35852     |
 RQ0692|---------------------------------------------------------------------|
 RQ0692
 RQ0692                          SUPERSEDED SURVEY CONTROL
 RQ0692
 RQ0692  NAD 83(1986)-  46 50 05.88806(N)    098 37 05.73150(W) AD(       ) 1
 RQ0692  NAD 27      -  46 50 05.93900(N)    098 37 04.39100(W) AD(       ) 1
 RQ0692
 RQ0692.Superseded values are not recommended for survey control.
 RQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0692.See file dsdata.txt to determine how the superseded data were derived.
 RQ0692
 RQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2911186896(NAD 83)
 RQ0692_MARKER: DS = TRIANGULATION STATION DISK
 RQ0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0692
 RQ0692  HISTORY     - Date     Condition        Report By
 RQ0692  HISTORY     - 1934     MONUMENTED       CGS
 RQ0692  HISTORY     - 1954     GOOD             CGS
 RQ0692  HISTORY     - 1960     GOOD             CGS
 RQ0692  HISTORY     - 1975     GOOD             USGS
 RQ0692
 RQ0692                          STATION DESCRIPTION
 RQ0692
 RQ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0692'STATION IS ABOUT 2.5 MILES ESE OF HOMER, IN SEC. 22, T 139 N,
 RQ0692'R 63 W, ABOUT 120 YARDS N OF THE S LINE OF SEC. 22, AND ON
 RQ0692'A DIVIDING LINE BETWEEN THE SE AND SW QUARTERS, THE DIVIDING
 RQ0692'LINE BETWEEN THE QUARTERS IS THE LINE BETWEEN TWO CULTIVATED
 RQ0692'FIELDS AND PROPERTIES.  THE SW 1/4 IS OWNED BY MR. GEORGE HEROLD,
 RQ0692'THE SE 1/4 IS OWNED BY MR. C.L. ALTENBURG OF OLYMPIA,
 RQ0692'WASHINGTON.  STATION IS ON THE TOP OF THE RIDGE THAT EXTENDS E
 RQ0692'AND W, ON LINE WHICH DIVIDES PROPERTY AND TWO CULTIVATED
 RQ0692'FIELDS, AND 370 FEET N OF CENTER LINE OF E-W ROAD.  FLUSH
 RQ0692'MARK.
 RQ0692'
 RQ0692'SURFACE AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS
 RQ0692'SET IN THE TOP OF CONCRETE CYLINDERS.
 RQ0692'
 RQ0692'REFERENCE MARK NO. 2, UNDERGROUND AND AZIMUTH MARKS, ARE
 RQ0692'STANDARD BRONZE DISKS SET IN BLOCKS OF CONCRETE.
 RQ0692'
 RQ0692'REFERENCE MARK NO. 1 IS DIRECTLY S OF THE STATION ON THE
 RQ0692'DIVIDING PROPERTY LINE.  MARK PROJECTS 6 INCHES.
 RQ0692'
 RQ0692'REFERENCE MARK NO. 2 IS DIRECTLY N OF THE STATION ON THE
 RQ0692'DIVIDING PROPERTY LINE.  MARK PROJECTS 6 INCHES.
 RQ0692'
 RQ0692'AZIMUTH MARK IS SSE FROM THE STATION.  REACHED BY GOING TO
 RQ0692'E-W ROAD LEADING TO STATION, THEN LEFT (E), GO 1.0 MILE, THENCE
 RQ0692'RIGHT (S) FOLLOW FENCE LINE FOR 0.3 MILE TO MARK ON FENCE LINE.
 RQ0692'IT IS SET 2 FEET W OF N-S FENCE LINE, PROJECTING ABOUT 8
 RQ0692'INCHES ABOVE THE SURFACE.
 RQ0692'
 RQ0692'TO REACH THE STATION FROM POST OFFICE IN JAMESTOWN, GO S ON
 RQ0692'U.S. HIGHWAY 281 FOR 0.55 MILE JUST BEFORE REACHING A SMALL
 RQ0692'CONCRETE BRIDGE OVER THE JAMES RIVER, TURN LEFT (E) ON GRAVEL
 RQ0692'ROAD AND GO 0.75 MILE TO CROSSROADS, TURN RIGHT ON GRAVEL ROAD
 RQ0692'AND GO 0.15 MILE.  JUST BEFORE REACHING STEEL BRIDGE, TURN LEFT
 RQ0692'ON MAIN GRAVEL ROAD AND GO 0.85 MILE TO JOGGED CROSSROADS,
 RQ0692'TURN RIGHT AND GO S ON MAIN GRAVEL ROAD FOR 3.1 MILES TO
 RQ0692'CROSSROADS AND SECTION CORNER WITH SMALL STORE TO SW (TOWN OF
 RQ0692'HOMER), CONTINUE STRAIGHT AHEAD (S) ON MAIN GRAVEL ROAD
 RQ0692'AND GO 1.0 MILE TO CROSSROADS AND SECTION CORNER JUST
 RQ0692'AFTER PASSING SCHOOL ON RIGHT, TURN LEFT (E) 2.5 MILES TO
 RQ0692'T-ROAD (RIGHT), TURN LEFT (N) ACROSS FIELD AND GO 0.05 MILE
 RQ0692'TO STATION SITE.
 RQ0692'
 RQ0692'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0692
 RQ0692                          STATION RECOVERY (1954)
 RQ0692
 RQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0692'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RQ0692
 RQ0692                          STATION RECOVERY (1960)
 RQ0692
 RQ0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 RQ0692'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IS IN CULTIVATED
 RQ0692'LAND.  THE MARK IS 2 FEET WEST OF A WHITE WITNESS POST.  THE
 RQ0692'REFERENCE MARKS WERE NOT RECOVERED AND HAVE PROBABLY BEEN
 RQ0692'DESTROYED AS THE LAND IS UNDER CULTIVATION.  THERE WAS NO
 RQ0692'SUITABLE PLACE TO RESET THE REFERENCE MARKS SO THEY WOULD BE
 RQ0692'OUT OF THE WAY OF CULTIVATION.  THE AZIMUTH MARK IS 1.1 MILES
 RQ0692'EAST-SOUTHEAST OF THE STATION AND IS NEAR THE WEST EDGE OF A
 RQ0692'NARROW STRIP OF UNCULTIVATED LAND BETWEEN TWO FIELDS.  THERE
 RQ0692'IS A WHITE WITNESS POST NEAR THIS MARK.
 RQ0692'
 RQ0692'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM JAMESTOWN
 RQ0692'IS ADEQUATE FOR RECOVERY.
 RQ0692
 RQ0692                          STATION RECOVERY (1975)
 RQ0692
 RQ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0692'STATION RECOVERED AND USED FOR AZIMUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0694 ***********************************************************************
 RQ0694  DESIGNATION -  HOMER STATE POLICE RADIO MAST
 RQ0694  PID         -  RQ0694
 RQ0694  STATE/COUNTY-  ND/STUTSMAN
 RQ0694  USGS QUAD   -  HOMER (1990)
 RQ0694
 RQ0694                         *CURRENT SURVEY CONTROL
 RQ0694  ___________________________________________________________________
 RQ0694* NAD 83(1996)-  46 50 04.57430(N)    098 41 34.47741(W)     ADJUSTED  
 RQ0694* NAVD 88     -                                                        
 RQ0694  ___________________________________________________________________
 RQ0694  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 RQ0694  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 RQ0694
 RQ0694  HORZ ORDER  -  THIRD
 RQ0694
 RQ0694.The horizontal coordinates were established by classical geodetic methods
 RQ0694.and adjusted by the National Geodetic Survey in January 1998..
 RQ0694
 RQ0694
 RQ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0694
 RQ0694.The geoid height was determined by GEOID03.
 RQ0694
 RQ0694;                    North         East     Units Scale Factor Converg.
 RQ0694;SPC ND S     -   131,409.643   737,842.556   MT  0.99993585   +1 19 05.0
 RQ0694;SPC ND S     -   431,134.00  2,420,743.29   iFT  0.99993585   +1 19 05.0
 RQ0694;UTM  14      - 5,186,830.291   523,418.606   MT  0.99960674   +0 13 26.4
 RQ0694
 RQ0694                          SUPERSEDED SURVEY CONTROL
 RQ0694
 RQ0694  NAD 83(1986)-  46 50 04.57816(N)    098 41 34.46749(W) AD(       ) 4
 RQ0694  NAD 27      -  46 50 04.63100(N)    098 41 33.10800(W) AD(       ) 3
 RQ0694
 RQ0694.Superseded values are not recommended for survey control.
 RQ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0694.See file dsdata.txt to determine how the superseded data were derived.
 RQ0694
 RQ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2341986830(NAD 83)
 RQ0694_MARKER: 43 = RADIO/TV TOWER
 RQ0694
 RQ0694  HISTORY     - Date     Condition        Report By
 RQ0694  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0694
 RQ0694                          STATION DESCRIPTION
 RQ0694
 RQ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0694'THE STATION IS THE TOP CENTER OF THE RADIO MAST THAT IS LOCATED
 RQ0694'1.0 MILE SOUTH AND 1.0 MILE WEST OF HOMER, AND 4.5 MILES SOUTH
 RQ0694'OF JAMESTOWN, ON A GRAVEL ROAD WHICH IS A PROLONGATION OF
 RQ0694'12TH AVENUE S.E.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 24,
 RQ0694'T. 139 N., R. 64 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2020 ***********************************************************************
 TE2020  DESIGNATION -  HONG
 TE2020  PID         -  TE2020
 TE2020  STATE/COUNTY-  ND/PIERCE
 TE2020  USGS QUAD   -  HURRICANE LAKE WEST (1971)
 TE2020
 TE2020                         *CURRENT SURVEY CONTROL
 TE2020  ___________________________________________________________________
 TE2020* NAD 83(1996)-  48 25 11.65250(N)    099 37 26.56104(W)     ADJUSTED  
 TE2020* NAVD 88     -       504.3    (meters)    1655.     (feet)  VERTCON   
 TE2020  ___________________________________________________________________
 TE2020  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 TE2020  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 TE2020
 TE2020  HORZ ORDER  -  SECOND
 TE2020
 TE2020.The horizontal coordinates were established by classical geodetic methods
 TE2020.and adjusted by the National Geodetic Survey in January 1998..
 TE2020
 TE2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2020
 TE2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2020
 TE2020.The geoid height was determined by GEOID03.
 TE2020
 TE2020;                    North         East     Units Scale Factor Converg.
 TE2020;SPC ND N     -   158,237.516   664,831.801   MT  0.99995294   +0 39 06.6
 TE2020;SPC ND N     -   519,151.96  2,181,206.70   iFT  0.99995294   +0 39 06.6
 TE2020;UTM  14      - 5,363,160.555   453,828.188   MT  0.99962619   -0 28 00.5
 TE2020
 TE2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2020!SPC ND N     -   0.99992449  x   0.99995294  =   0.99987744
 TE2020!UTM  14      -   0.99992449  x   0.99962619  =   0.99955071
 TE2020
 TE2020|---------------------------------------------------------------------|
 TE2020| PID    Reference Object                     Distance      Geod. Az  |
 TE2020|                                                           dddmmss.s |
 TE2020| CO6992 HONG RM 1                            17.613 METERS 00136     |
 TE2020| TE2019 DEWEY                               APPROX. 9.1 KM 0144704.6 |
 TE2020| CO6993 HONG RM 2                            29.193 METERS 11935     |
 TE2020|---------------------------------------------------------------------|
 TE2020
 TE2020                          SUPERSEDED SURVEY CONTROL
 TE2020
 TE2020  NAD 83(1986)-  48 25 11.65462(N)    099 37 26.55563(W) AD(       ) 2
 TE2020  NAD 27      -  48 25 11.67196(N)    099 37 25.05728(W) AD(       ) 2
 TE2020  NGVD 29 (07/19/86)  503.9    (m)         1653.     (f) VERT ANG       
 TE2020
 TE2020.Superseded values are not recommended for survey control.
 TE2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2020.See file dsdata.txt to determine how the superseded data were derived.
 TE2020
 TE2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5382863161(NAD 83)
 TE2020_MARKER: DD = SURVEY DISK
 TE2020_SETTING: 0 = UNSPECIFIED SETTING
 TE2020
 TE2020  HISTORY     - Date     Condition        Report By
 TE2020  HISTORY     - 1968     MONUMENTED       USGS
 TE2020
 TE2020                          STATION DESCRIPTION
 TE2020
 TE2020'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE2020'THE STATION IS LOCATED APPROX. 6 MI N. AND 3 MI W. OF THE VILLAGE
 TE2020'OF YORK, APPROX. 6 MI S. AND 19.5 MI W. OF THE TOWN OF CANDO, THE
 TE2020'STATION IS ON THE W. SIDE OF N.-S. SECTION LINE RD., APPROX. 2 FT
 TE2020'FROM TOP SMALL CUT, ON THE BACK SLOPE OF DITCH.  NEAR THE S. SIXTEEN
 TE2020'COR.  BETWEEN SECS. 13 AND 18, T. 157 N., RS. 69 AND 70 W.
 TE2020'
 TE2020'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 281 AND
 TE2020'STATE HWY. 17, NEAR THE SW. EDGE OF CANDO, GO W. ALONG STATE HWY. 17
 TE2020'FOR 20.7 MI TO CROSSROADS, TURN LEFT (S.) AND GO ALONG SECTION LINE
 TE2020'RD. FOR 5.8 MI TOP OF HILL AND STATION ON RIGHT (W.) SIDE OF RD.
 TE2020'ON BACKSLOPE OF DITCH APPROX. 2 FT BELOW TOP OF BANK.
 TE2020'
 TE2020'STATION MARK IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE2020'ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 TE2020'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET HONG 1968, THE MARK IS
 TE2020'FLUSH WITH THE GROUND, 1946 FT N. AND 47 FT W. OF CENTER OF
 TE2020'CROSSROADS RD., 3 FT E. OF USGS WITNESS POST.
 TE2020'
 TE2020'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED TO A 1/2 IN. COPPER
 TE2020'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE2020'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HONG NO 1 1968, THE
 TE2020'MARK IS FLUSH WITH THE GROUND, N. OF THE STATION, 44 FT W. OF
 TE2020'CENTER OF RD. AND APPROX. 2000 FT N. OF CROSSROADS.
 TE2020'
 TE2020'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED TO A 1/2 IN.
 TE2020'COPPER COATED ROD, CENTERED IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE2020'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED HONG NO 2 1968, THE
 TE2020'MARK IS FLUSH WITH THE GROUND, SE. OF THE STATION, 38 FT E. OF
 TE2020'CENTER OF RD., 3 FT S. OF POWER LINE POLE.
 TE2020'
 TE2020'AZIMUTH MARK - NONE SET.
 TE2020'
 TE2020'REFERENCE AZIMUTH OBSERVED TO TOP CENTER OF RADIO TOWER, BEING THE
 TE2020'CENTER TOWER OF THREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0903 ***********************************************************************
 RR0903  DESIGNATION -  HOOK
 RR0903  PID         -  RR0903
 RR0903  STATE/COUNTY-  ND/MORTON
 RR0903  USGS QUAD   -  ALMONT EAST (1980)
 RR0903
 RR0903                         *CURRENT SURVEY CONTROL
 RR0903  ___________________________________________________________________
 RR0903* NAD 83(1996)-  46 43 54.74540(N)    101 24 14.68080(W)     ADJUSTED  
 RR0903* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 RR0903  ___________________________________________________________________
 RR0903  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 RR0903  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RR0903
 RR0903  HORZ ORDER  -  THIRD
 RR0903
 RR0903.The horizontal coordinates were established by classical geodetic methods
 RR0903.and adjusted by the National Geodetic Survey in January 1998..
 RR0903
 RR0903.The orthometric height was scaled from a topographic map.
 RR0903
 RR0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0903
 RR0903.The geoid height was determined by GEOID03.
 RR0903
 RR0903;                    North         East     Units Scale Factor Converg.
 RR0903;SPC ND S     -   118,802.257   530,902.066   MT  0.99993745   -0 39 33.9
 RR0903;SPC ND S     -   389,771.18  1,741,804.68   iFT  0.99993745   -0 39 33.9
 RR0903;UTM  14      - 5,178,175.679   316,319.452   MT  1.00001470   -1 45 03.7
 RR0903
 RR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0903!SPC ND S     -   0.99989462  x   0.99993745  =   0.99983208
 RR0903!UTM  14      -   0.99989462  x   1.00001470  =   0.99990932
 RR0903
 RR0903:                Primary Azimuth Mark                     Grid Az
 RR0903:SPC ND S     -  ALMONT                                   167 15 56.6
 RR0903:UTM  14      -  ALMONT                                   168 21 26.4
 RR0903
 RR0903|---------------------------------------------------------------------|
 RR0903| PID    Reference Object                     Distance      Geod. Az  |
 RR0903|                                                           dddmmss.s |
 RR0903| RR0901 ALMONT                              APPROX. 1.7 KM 1663622.7 |
 RR0903|---------------------------------------------------------------------|
 RR0903
 RR0903                          SUPERSEDED SURVEY CONTROL
 RR0903
 RR0903  NAD 83(1986)-  46 43 54.73869(N)    101 24 14.66887(W) AD(       ) 3
 RR0903  NAD 27      -  46 43 54.73829(N)    101 24 13.15044(W) AD(       ) 3
 RR0903
 RR0903.Superseded values are not recommended for survey control.
 RR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0903.See file dsdata.txt to determine how the superseded data were derived.
 RR0903
 RR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1631978176(NAD 83)
 RR0903_MARKER: DD = SURVEY DISK
 RR0903_SETTING: 0 = UNSPECIFIED SETTING
 RR0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0903
 RR0903  HISTORY     - Date     Condition        Report By
 RR0903  HISTORY     - 1958     MONUMENTED       USGS
 RR0903
 RR0903                          STATION DESCRIPTION
 RR0903
 RR0903'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0903'LOCATED ABOUT 8.0 MI S. OF NEW SALEM.  NEAR COR. SECS. 27, 28, 33 AND
 RR0903'34, T. 138 N., R. 85 W.  ON THE HIGHEST POINT OF A SMALL TOP.
 RR0903'
 RR0903'TO REACH FROM THE NORTHERN PACIFIC RAILWAY AND MAIN N. - S. STREET
 RR0903'CROSSING AT NEW SALEM, GO S. FOR 8.0 MI TO CROSSROADS.  TURN RIGHT
 RR0903'/W./ AND GO 1.0 MI TO TOP OF RIDGE AND STATION STRAIGHT AHEAD ON
 RR0903'HIGHEST POINT OF SMALL TOP.  THE ROAD MAKES A HOOK N. AROUND THE TOP.
 RR0903'
 RR0903'STANDARD TABLET STAMPED---H00K 1958---BRAZED TO IRON ROD AND DRIVEN
 RR0903'FLUSH WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1785 ***********************************************************************
 TG1785  DESIGNATION -  HOOK
 TG1785  PID         -  TG1785
 TG1785  STATE/COUNTY-  ND/MOUNTRAIL
 TG1785  USGS QUAD   -  BELDEN SE (1981)
 TG1785
 TG1785                         *CURRENT SURVEY CONTROL
 TG1785  ___________________________________________________________________
 TG1785* NAD 83(1996)-  48 02 14.60671(N)    102 18 59.64645(W)     ADJUSTED  
 TG1785* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 TG1785  ___________________________________________________________________
 TG1785  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 TG1785  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1785
 TG1785  HORZ ORDER  -  FIRST
 TG1785
 TG1785.The horizontal coordinates were established by classical geodetic methods
 TG1785.and adjusted by the National Geodetic Survey in January 1998..
 TG1785
 TG1785.The orthometric height was scaled from a topographic map.
 TG1785
 TG1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1785
 TG1785.The geoid height was determined by GEOID03.
 TG1785
 TG1785;                    North         East     Units Scale Factor Converg.
 TG1785;SPC ND N     -   116,935.648   464,557.133   MT  0.99993618   -1 21 06.4
 TG1785;SPC ND N     -   383,647.14  1,524,137.58   iFT  0.99993618   -1 21 06.4
 TG1785;UTM  13      - 5,323,940.160   700,019.575   MT  1.00009162   +1 59 45.6
 TG1785
 TG1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1785!SPC ND N     -   0.99990012  x   0.99993618  =   0.99983631
 TG1785!UTM  13      -   0.99990012  x   1.00009162  =   0.99999173
 TG1785
 TG1785:                Primary Azimuth Mark                     Grid Az
 TG1785:SPC ND N     -  LUTHERAN BETHLEHEM CH ST                 015 29 18.6
 TG1785:UTM  13      -  LUTHERAN BETHLEHEM CH ST                 012 08 26.6
 TG1785
 TG1785|---------------------------------------------------------------------|
 TG1785| PID    Reference Object                     Distance      Geod. Az  |
 TG1785|                                                           dddmmss.s |
 TG1785| TG1786 LUTHERAN BETHLEHEM CH ST            APPROX. 1.7 KM 0140812.2 |
 TG1785| TG1787 LUTHERAN BETHLEHEM CH STEEPLE       APPROX. 1.7 KM 0145512.5 |
 TG1785| CQ7853 HOOK RM 1                            41.881 METERS 07559     |
 TG1785| CQ7854 HOOK RM 2                            40.922 METERS 17727     |
 TG1785| CQ7852 HOOK AZ MK                                         2705944.8 |
 TG1785| CQ7855 HOOK RM 3                            19.577 METERS 30113     |
 TG1785|---------------------------------------------------------------------|
 TG1785
 TG1785                          SUPERSEDED SURVEY CONTROL
 TG1785
 TG1785  NAD 83(1986)-  48 02 14.60638(N)    102 18 59.64348(W) AD(       ) 1
 TG1785  NAD 27      -  48 02 14.54980(N)    102 18 58.02400(W) AD(       ) 1
 TG1785
 TG1785.Superseded values are not recommended for survey control.
 TG1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1785.See file dsdata.txt to determine how the superseded data were derived.
 TG1785
 TG1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0002023940(NAD 83)
 TG1785_MARKER: DS = TRIANGULATION STATION DISK
 TG1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1785
 TG1785  HISTORY     - Date     Condition        Report By
 TG1785  HISTORY     - 1946     MONUMENTED       CGS
 TG1785  HISTORY     - 1962     GOOD             CGS
 TG1785
 TG1785                          STATION DESCRIPTION
 TG1785
 TG1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1785'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF BELDEN,
 TG1785'7 MILES NORTHEAST OF VAN HOOK, 1 AND 3/4 MILES EAST OF STATE
 TG1785'HIGHWAY 8, 300 YARDS SOUTHWEST OF FARM BUILDINGS, 74 FEET SOUTH
 TG1785'OF THE CENTERLINE OF GRAVEL ROAD, 35 FEET SOUTH OF FENCE
 TG1785'AND 7.5 FEET SOUTHEAST OF WITNESS POST ON A SLIGHT RISE IN
 TG1785'A PASTURE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TG1785'HOOK 1946.
 TG1785'
 TG1785'REFERENCE MARK NO. 1 IS 137.40 FEET EAST-NORTHEAST OF THE
 TG1785'STATION, 40 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD AND
 TG1785'1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 TG1785'DISK IS STAMPED HOOK NO 1 1946.
 TG1785'
 TG1785'REFERENCE MARK NO. 2 IS 134.26 FEET SOUTH OF THE STATION.
 TG1785'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOOK NO
 TG1785'2 1946.
 TG1785'
 TG1785'THE AZIMUTH MARK IS 1.4 MILES WEST OF THE STATION, 125 FEET
 TG1785'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A VACANT BUILDING,
 TG1785'51 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD, 11 FEET NORTH
 TG1785'OF FENCE CORNER AND 3 FEET NORTHEAST OF WITNESS POST.  THE
 TG1785'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HOOK 1946.
 TG1785'
 TG1785'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 TG1785'23 AND THE MAIN STREET IN VAN HOOK, GO EAST AND NORTH ON
 TG1785'STATE HIGHWAY 23 FOR 1.5 MILES TO THE JUNCTION WITH STATE
 TG1785'HIGHWAY 8.  CONTINUE NORTH ON STATE HIGHWAY 8 FOR 5.5 MILES
 TG1785'TO CROSSROADS AND SCHOOL ON THE RIGHT.  TURN RIGHT AND GO
 TG1785'EAST 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TG1785'CONTINUE EAST ON GRAVEL ROAD FOR 1.4 MILES TO FARM BUILDINGS ON
 TG1785'THE LEFT AND A WIRE GATE ON THE RIGHT.  TURN RIGHT OFF ROAD,
 TG1785'PASS THROUGH GATE, TURN SHARP RIGHT AND GO WEST FOR 0.05 MILE
 TG1785'TO THE STATION.
 TG1785'
 TG1785'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 TG1785
 TG1785                          STATION RECOVERY (1962)
 TG1785
 TG1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1785'THE STATION IS LOCATED 8-1/2 MILES WEST AND 5-3/4 MILES NORTH
 TG1785'OF THE TOWN OF PARSHALL, IN THE NE 1/4 OF SEC. 36, T153N, R91W,
 TG1785'AT THE NORTH EDGE OF A CULTIVATED FIELD.
 TG1785'
 TG1785'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TG1785'REFERENCE MARK NUMBER 2 WAS REMOVED AT THE LAND OWNERS REQUEST
 TG1785'AND AN R.M. 3 WAS ESTABLISHED AT THIS DATE.
 TG1785'
 TG1785'A NEW DESCRIPTION FOLLOWS--
 TG1785'
 TG1785'TO REACH FROM THE POST OFFICE IN PARSHALL, GO NORTH 1/2 BLOCK.
 TG1785'TURN RIGHT AND GO EAST FOR 0.2 MILE TO THE JUNCTION WITH
 TG1785'STATE ROUTE 37.  TURN LEFT AND GO NORTH ON STATE ROUTE 37 FOR
 TG1785'1.75 MILES TO THE JUNCTION WITH STATE ROUTE 23.  TURN LEFT AND GO
 TG1785'WEST FOR 10.15 MILES TO THE JUNCTION WITH STATE ROUTE 8.
 TG1785'TURN LEFT AND GO NORTH ON STATE ROUTE 8 FOR 4.4 MILES TO A
 TG1785'CROSSROAD AND A WHITE SCHOOL HOUSE IN THE SOUTHEAST ANGLE.
 TG1785'TURN RIGHT AND GO EAST FOR 0.35 MILE TO THE AZIMUTH MARK
 TG1785'ON THE LEFT.  CONTINUE WEST FOR 1.45 MILES TO THE STATION
 TG1785'ON THE RIGHT.
 TG1785'
 TG1785'THE STATION MARK IS A STANDARD DISK STAMPED HOOK 1946 AND SET
 TG1785'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1785'1 INCH.  IT IS 75 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 TG1785'51 FEET SOUTHEAST OF A TELEPHONE POLE AND 3.5 FEET SOUTH OF
 TG1785'A WITNESS POST.
 TG1785'
 TG1785'REFERENCE MARK NO. 1, STAMPED HOOK NO 1 1946, IS A STANDARD
 TG1785'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1785'WHICH PROJECTS 2 INCHES.  IT IS 80 FEET WEST OF A TELEPHONE
 TG1785'POLE, 36.3 FEET NORTHEAST OF A WITNESS POST AND 41 FEET SOUTH
 TG1785'OF A GRAVELED ROAD.
 TG1785'
 TG1785'REFERENCE MARK NO. 3, STAMPED HOOK NO 3 1946 1962, IS A STANDARD
 TG1785'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1785'WHICH PROJECTS 4 INCHES.  IT IS 62.7 FEET NORTHWEST OF A WITNESS
 TG1785'POST, 42 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 15.5
 TG1785'FEET WEST OF A TELEPHONE POLE.
 TG1785'
 TG1785'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOOK 1946 AND SET
 TG1785'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1785'2 INCHES.  IT IS 50 FEET NORTH OF A GRAVELED ROAD, 2.2 FEET
 TG1785'EAST OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE CORNER
 TG1785'POST.
 TG1785'
 TG1785'THE DISTANCE FROM R.M. 1 TO R.M. 3 IS 188.26 FEET OR 57.381
 TG1785'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1330 ***********************************************************************
 SL1330  DESIGNATION -  HOPE
 SL1330  PID         -  SL1330
 SL1330  STATE/COUNTY-  ND/STEELE
 SL1330  USGS QUAD   -  HOPE SE (1966)
 SL1330
 SL1330                         *CURRENT SURVEY CONTROL
 SL1330  ___________________________________________________________________
 SL1330* NAD 83(1996)-  47 20 20.27960(N)    097 37 09.40996(W)     ADJUSTED  
 SL1330* NAVD 88     -       347.99   (+/-2cm)    1141.7    (feet)  VERTCON   
 SL1330  ___________________________________________________________________
 SL1330  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 SL1330  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 SL1330
 SL1330  HORZ ORDER  -  SECOND
 SL1330  VERT ORDER  -  THIRD ? (See Below)
 SL1330
 SL1330.The horizontal coordinates were established by classical geodetic methods
 SL1330.and adjusted by the National Geodetic Survey in January 1998..
 SL1330
 SL1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1330.The vertical order pertains to the NGVD 29 superseded value.
 SL1330
 SL1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1330
 SL1330.The geoid height was determined by GEOID03.
 SL1330
 SL1330;                    North         East     Units Scale Factor Converg.
 SL1330;SPC ND N     -    41,758.913   817,660.030   MT  1.00001989   +2 08 37.1
 SL1330;SPC ND N     -   137,004.31  2,682,611.65   iFT  1.00001989   +2 08 37.1
 SL1330;SPC ND S     -   189,883.777   817,652.164   MT  0.99997459   +2 06 04.1
 SL1330;SPC ND S     -   622,978.27  2,682,585.84   iFT  0.99997459   +2 06 04.1
 SL1330;UTM  14      - 5,243,757.629   604,303.463   MT  0.99973370   +1 00 55.6
 SL1330
 SL1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1330!SPC ND N     -   0.99994947  x   1.00001989  =   0.99996936
 SL1330!SPC ND S     -   0.99994947  x   0.99997459  =   0.99992406
 SL1330!UTM  14      -   0.99994947  x   0.99973370  =   0.99968318
 SL1330
 SL1330|---------------------------------------------------------------------|
 SL1330| PID    Reference Object                     Distance      Geod. Az  |
 SL1330|                                                           dddmmss.s |
 SL1330| SL1716 HOPE RM 1                            14.142 METERS 18026     |
 SL1330| SL1331 HOPE MUNICIPAL TANK                 APPROX. 8.1 KM 2573111.8 |
 SL1330| CO5626 HOPE AZ MK                                         2722313.4 |
 SL1330| CO5628 HOPE RM 2                            12.689 METERS 27234     |
 SL1330| CO5627 HOPE AZ MK RESET                                   2724115.9 |
 SL1330|---------------------------------------------------------------------|
 SL1330
 SL1330                          SUPERSEDED SURVEY CONTROL
 SL1330
 SL1330  NAD 83(1986)-  47 20 20.27707(N)    097 37 09.40123(W) AD(       ) 2
 SL1330  NAD 27      -  47 20 20.31100(N)    097 37 08.07300(W) AD(       ) 2
 SL1330  NGVD 29 (07/19/86)  347.65   (m)         1140.6    (f) LEVELING    3  
 SL1330
 SL1330.Superseded values are not recommended for survey control.
 SL1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1330.See file dsdata.txt to determine how the superseded data were derived.
 SL1330
 SL1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT0430343758(NAD 83)
 SL1330_MARKER: DS = TRIANGULATION STATION DISK
 SL1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1330
 SL1330  HISTORY     - Date     Condition        Report By
 SL1330  HISTORY     - 1954     MONUMENTED       CGS
 SL1330  HISTORY     - 1964     GOOD             CGS
 SL1330
 SL1330                          STATION DESCRIPTION
 SL1330
 SL1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1330'THE STATION IS IN THE NORTH SIDE OF NORTHWEST 1/4 OF SEC. 36,
 SL1330'T. 145 ., R. 55 W. ON LAND OWNED BY MR. A. BRAGG.  IT IS 5
 SL1330'MILES EAST AND 1 MILE NORTH OF HOPE.
 SL1330'
 SL1330'TO REACH FROM INTERSECTION JUST WEST OF POST OFFICE IN HOPE, GO
 SL1330'NORTH ON GRAVEL ROAD FOR 0.15 MILE TO A T-INTERSECTION, TURN
 SL1330'RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.75 MILE TO A T-ROAD LEFT,
 SL1330'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD,
 SL1330'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 3.8 MILES TO THE
 SL1330'HUGO NO. 4 SCHOOL ON THE LEFT.  CONTINUE EAST ON ROAD FOR 0.55
 SL1330'MILE TO A FARMYARD ON THE RIGHT AND THE STATION AT THE
 SL1330'NORTHWEST CORNER OF FARMYARD AND ON THE WEST SIDE OF A SMALL
 SL1330'GROVE OF TREES.
 SL1330'
 SL1330'THE STATION MARK, 75 FEET SOUTH OF THE GRAVEL ROAD, 41 FEET EAST
 SL1330'OF THE POWER LINE POLE, 3 FEET SOUTHWEST OF A WITNESS POST, IS
 SL1330'LEVEL WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 SL1330'HOPE 1954.
 SL1330'
 SL1330'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 62 FEET SOUTHEAST OF
 SL1330'A POWER LINE POLE, 1 FOOT NORTH OF A WITNESS POST AND IS LEVEL
 SL1330'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED HOPE NO 1
 SL1330'1954.
 SL1330'
 SL1330'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 73 FEET SOUTH OF THE
 SL1330'CENTER OF GRAVEL ROAD, 2 FEET NORTH OF A POWER LINE POLE AND IS
 SL1330'LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED HOPE
 SL1330'NO 2 1954.
 SL1330'
 SL1330'THE AZIMUTH MARK, 0.55 MILE WEST OF THE STATION, IS 59 FEET
 SL1330'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HUGO NO. 4
 SL1330'SCHOOLHOUSE, 43 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD,
 SL1330'12 FEET WEST OF THE CENTER OF ROAD LEADING INTO SCHOOLYARD, 2
 SL1330'FEET NORTH OF A POWER LINE POLE, 2 FEET NORTHEAST OF A WITNESS
 SL1330'POST AND PROJECTS 3 INCHES.  THE DISK IS STAMPED HOPE 1954.
 SL1330'
 SL1330'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 SL1330'GRAVEL ROAD FOR 0.55 MILE TO THE AZIMUTH ON THE RIGHT.
 SL1330
 SL1330                          STATION RECOVERY (1964)
 SL1330
 SL1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 SL1330'STATION RECOVERED AS DESCRIBED AND STATION AND REFERECE MARKS
 SL1330'FOUND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK POST WAS
 SL1330'FOUND LYING ON TOP OF THE GROUND AND THE DISK HAD BEEN REMOVED.
 SL1330'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 SL1330'
 SL1330'THE STATION MARK IS 75 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 SL1330'41 FEET EAST OF A POWERLINE POLE, 3 FEET SOUTHWEST OF A WITNESS
 SL1330'POST AND ABOUT FLUSH WITH THE GROUND.
 SL1330'
 SL1330'R.M. NO. 1 IS SOUTH OF THE STATION, 62 FEET SOUTHEAST OF THE
 SL1330'POWERLINE POLE AND IS ABOUT 2 INCHES BELOW SURFACE OF THE GROUND.
 SL1330'
 SL1330'R.M. NO. 2 IS WEST OF THE STATION, 2 FEET NORTH OF A POWERLINE
 SL1330'POLE AND IS ABOUT FLUSH WITH THE GROUND.
 SL1330'
 SL1330'THE AZIMUTH MARK IS ABOUT 0.55 MILE WEST OF THE STATION, 56
 SL1330'FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTH-SOUTHWEST
 SL1330'OF THE SOUTHWEST CORNER OF HUGO NO. 4 SCHOOL, 15 FEET WEST OF THE
 SL1330'CENTERLINE OF THE DRIVEWAY LEADING TO THE SCHOOL AND 1.5 FEET
 SL1330'EAST OF A WHITE WOODEN WITNESS POST WITH A METAL SIGN NEAR THE
 SL1330'TOP.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 SL1330'HOPE 1954 RESET 1964.
 SL1330'
 SL1330'THE DESCRIPTION TO REACH THE STATION FROM HOPE IS ADEQUATE FOR
 SL1330'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0973 ***********************************************************************
 RR0973  DESIGNATION -  HOPE
 RR0973  PID         -  RR0973
 RR0973  STATE/COUNTY-  ND/MORTON
 RR0973  USGS QUAD   -  GLEN ULLIN (1980)
 RR0973
 RR0973                         *CURRENT SURVEY CONTROL
 RR0973  ___________________________________________________________________
 RR0973* NAD 83(1996)-  46 45 17.36024(N)    101 47 38.77223(W)     ADJUSTED  
 RR0973* NAVD 88     -       750.7    (meters)    2463.     (feet)  VERTCON   
 RR0973  ___________________________________________________________________
 RR0973  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 RR0973  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 RR0973
 RR0973  HORZ ORDER  -  FIRST
 RR0973
 RR0973.The horizontal coordinates were established by classical geodetic methods
 RR0973.and adjusted by the National Geodetic Survey in January 1998..
 RR0973
 RR0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0973
 RR0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0973
 RR0973.The geoid height was determined by GEOID03.
 RR0973
 RR0973;                    North         East     Units Scale Factor Converg.
 RR0973;SPC ND S     -   121,769.921   501,137.061   MT  0.99993682   -0 56 38.0
 RR0973;SPC ND S     -   399,507.61  1,644,150.46   iFT  0.99993682   -0 56 38.0
 RR0973;UTM  14      - 5,181,710.518   286,611.997   MT  1.00015971   -2 02 09.9
 RR0973
 RR0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0973!SPC ND S     -   0.99988538  x   0.99993682  =   0.99982221
 RR0973!UTM  14      -   0.99988538  x   1.00015971  =   1.00004507
 RR0973
 RR0973|---------------------------------------------------------------------|
 RR0973| PID    Reference Object                     Distance      Geod. Az  |
 RR0973|                                                           dddmmss.s |
 RR0973| CQ7860 HOPE RM 1                             6.565 METERS 10956     |
 RR0973| CQ7859 HOPE AZ MK                                         1500839.8 |
 RR0973| CQ7861 HOPE RM 2                            12.732 METERS 25806     |
 RR0973|---------------------------------------------------------------------|
 RR0973
 RR0973                          SUPERSEDED SURVEY CONTROL
 RR0973
 RR0973  NAD 83(1986)-  46 45 17.35386(N)    101 47 38.76389(W) AD(       ) 1
 RR0973  NAD 27      -  46 45 17.34000(N)    101 47 37.21200(W) AD(       ) 1
 RR0973  NGVD 29 (07/19/86)  750.3    (m)         2462.     (f) VERT ANG       
 RR0973
 RR0973.Superseded values are not recommended for survey control.
 RR0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0973.See file dsdata.txt to determine how the superseded data were derived.
 RR0973
 RR0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8661281711(NAD 83)
 RR0973_MARKER: DS = TRIANGULATION STATION DISK
 RR0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0973
 RR0973  HISTORY     - Date     Condition        Report By
 RR0973  HISTORY     - 1951     MONUMENTED       CGS
 RR0973  HISTORY     - 1957     GOOD             CGS
 RR0973
 RR0973                          STATION DESCRIPTION
 RR0973
 RR0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0973'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF GLEN ULLIN,
 RR0973'ON THE HIGHEST POINT OF A LOW, EAST-WEST RIDGE, 0.1 MILE EASTERLY
 RR0973'OF A FENCE CORNER, 22 FEET WEST OF THE EAST EDGE OF THE RIDGE,
 RR0973'AND 10 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE.
 RR0973'
 RR0973'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD TO GLEN ULLIN
 RR0973'AND U.S. HIGHWAY NO. 10 BY-PASS AT THE EAST EDGE OF GLEN ULLIN,
 RR0973'GO WESTERLY ON THE NO. 10 BY-PASS FOR 0.6 MILE TO A GRAVELED SIDE
 RR0973'ROAD ON THE LEFT.  THEN LEFT, SOUTH, FOR 0.9 MILE TO A FORK.
 RR0973'THEN RIGHT, CONTINUE SOUTHERLY, FOR 3.55 MILE TO A FORK.  THEN
 RR0973'LEFT, SOUTHEAST AND EAST, FOR 0.6 MILE TO A WIRE GATE ON THE
 RR0973'LEFT AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT, THROUGH
 RR0973'GATE, GO NORTHWESTERLY ON A TRACK ROAD FOR 0.4 MILE TO A GATE ON
 RR0973'THE RIGHT.  THEN THROUGH THE GATE, BEAR RIGHT (EASTERLY) FOR
 RR0973'0.1 MILE TO THE CREST OF THE RIDGE AND THE STATION AS
 RR0973'DESCRIBED.
 RR0973'
 RR0973'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED HOPE
 RR0973'1951.
 RR0973'
 RR0973'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE RIDGE.  IT
 RR0973'PROJECTS 6 INCHES, AND THE DISK IS STAMPED HOPE NO 1 1951.
 RR0973'
 RR0973'REFERENCE MARK NO. 2 IS 5 FEET NORTH OF THE SOUTH EDGE OF THE
 RR0973'RIDGE.  IT PROJECTS 10 INCHES, AND THE DISK IS STAMPED HOPE NO 2
 RR0973'1951.
 RR0973'
 RR0973'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF A GRAVELED
 RR0973'ROAD, 28 FEET WEST OF A POWER LINE POLE, 12 FEET WEST OF THE
 RR0973'CENTER OF A TRACK ROAD, AND 3 FEET NORTH OF A WIRE FENCE.  IT
 RR0973'PROJECTS 10 INCHES, AND THE DISK IS STAMPED HOPE 1951.
 RR0973'
 RR0973'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0973'CYLINDERS.
 RR0973
 RR0973                          STATION RECOVERY (1957)
 RR0973
 RR0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0973'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0973'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0973'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2097 ***********************************************************************
 TF2097  DESIGNATION -  HOPE
 TF2097  PID         -  TF2097
 TF2097  STATE/COUNTY-  ND/BOTTINEAU
 TF2097  USGS QUAD   -  WESTHOPE (1951)
 TF2097
 TF2097                         *CURRENT SURVEY CONTROL
 TF2097  ___________________________________________________________________
 TF2097* NAD 83(1996)-  48 53 51.20472(N)    101 00 59.81578(W)     ADJUSTED  
 TF2097* NAVD 88     -       455.     (meters)    1493.     (feet)  SCALED    
 TF2097  ___________________________________________________________________
 TF2097  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 TF2097  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF2097
 TF2097  HORZ ORDER  -  THIRD
 TF2097
 TF2097.The horizontal coordinates were established by classical geodetic methods
 TF2097.and adjusted by the National Geodetic Survey in January 1998..
 TF2097
 TF2097.The orthometric height was scaled from a topographic map.
 TF2097
 TF2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2097
 TF2097.The geoid height was determined by GEOID03.
 TF2097
 TF2097;                    North         East     Units Scale Factor Converg.
 TF2097;SPC ND N     -   211,111.775   562,119.746   MT  1.00003671   -0 23 04.0
 TF2097;SPC ND N     -   692,623.93  1,844,224.89   iFT  1.00003671   -0 23 04.0
 TF2097;UTM  14      - 5,418,028.091   352,201.491   MT  0.99986836   -1 31 11.5
 TF2097
 TF2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2097!SPC ND N     -   0.99993202  x   1.00003671  =   0.99996873
 TF2097!UTM  14      -   0.99993202  x   0.99986836  =   0.99980039
 TF2097
 TF2097:                Primary Azimuth Mark                     Grid Az
 TF2097:SPC ND N     -  HOPE AZ MK                               180 46 29.9
 TF2097:UTM  14      -  HOPE AZ MK                               181 54 37.4
 TF2097
 TF2097|---------------------------------------------------------------------|
 TF2097| PID    Reference Object                     Distance      Geod. Az  |
 TF2097|                                                           dddmmss.s |
 TF2097| CQ7862 HOPE AZ MK                                         1802325.9 |
 TF2097| CQ7863 HOPE RM 1                            12.323 METERS 20317     |
 TF2097| CQ7864 HOPE RM 2                            12.912 METERS 33833     |
 TF2097| TF2093 WESTHOPE MUNICIPAL TANK             APPROX. 1.5 KM 3451933.7 |
 TF2097| TF2095 WESTHOPE TRINITY LUTH CHURCH        APPROX. 1.2 KM 3563045.4 |
 TF2097|---------------------------------------------------------------------|
 TF2097
 TF2097                          SUPERSEDED SURVEY CONTROL
 TF2097
 TF2097  NAD 83(1986)-  48 53 51.20131(N)    101 00 59.81492(W) AD(       ) 3
 TF2097  NAD 27      -  48 53 51.12980(N)    101 00 58.25330(W) AD(       ) 3
 TF2097
 TF2097.Superseded values are not recommended for survey control.
 TF2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2097.See file dsdata.txt to determine how the superseded data were derived.
 TF2097
 TF2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV5220118028(NAD 83)
 TF2097_MARKER: DS = TRIANGULATION STATION DISK
 TF2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2097
 TF2097  HISTORY     - Date     Condition        Report By
 TF2097  HISTORY     - 1963     MONUMENTED       CGS
 TF2097
 TF2097                          STATION DESCRIPTION
 TF2097
 TF2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2097'THE STATION IS LOCATED 0.75 MILE SOUTH OF WESTHOPE ON THE
 TF2097'WEST SIDE OF U.S. HIGHWAY 83.
 TF2097'
 TF2097'TO REACH THE STATION FROM THE POST OFFICE IN WESTHOPE, GO
 TF2097'SOUTH ON THE MAIN STREET FOR 1 BLOCK, TURN LEFT, GO EAST FOR
 TF2097'0.2 MILE TO U.S. HIGHWAY 83.  TURN RIGHT AND GO SOUTH ON
 TF2097'U.S. HIGHWAY 83 FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 TF2097'
 TF2097'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 TF2097'U.S. HIGHWAY 83 FOR 0.4 MILE TO A FARM HOUSE AND THE MARK
 TF2097'ON THE RIGHT.
 TF2097'
 TF2097'THE STATION MARK IS A STANDARD DISK STAMPED, HOPE 1963, SET
 TF2097'IN THE TOP OF A 10 X 10 SQUARE CONCRETE MONUMENT THAT IS
 TF2097'FLUSH WITH THE SURFACE OF THE GROUND, 73 FEET WEST OF THE
 TF2097'CENTER OF U.S. HIGHWAY 83, 16.6 FEET EAST OF THE WITNESS
 TF2097'POST AND 150 FEET SOUTH OF A FIELD DRIVEWAY.
 TF2097'
 TF2097'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, HOPE NO 1 1963,
 TF2097'SET IN THE TOP OF A 10 X 10 SQUARE CONCRETE MONUMENT THAT
 TF2097'IS FLUSH WITH THE SURFACE OF THE GROUND.  36 FEET SOUTH OF
 TF2097'THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 TF2097'
 TF2097'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, HOPE NO 2 1963,
 TF2097'SET IN THE TOP OF A 10 X 10 SQUARE CONCRETE MONUMENT THAT
 TF2097'IS FLUSH WITH THE SURFACE OF THE GROUND.  40.6 FEET NORTH
 TF2097'OF THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 TF2097'
 TF2097'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HOPE 1963, SET
 TF2097'IN THE TOP OF A 10 X 10 SQUARE CONCRETE MONUMENT THAT IS
 TF2097'FLUSH WITH THE SURFACE OF THE GROUND.  85 FEET WEST OF THE
 TF2097'CENTER OF U.S. HIGHWAY 83, 78 FEET NORTH OF THE CENTER OF THE
 TF2097'DRIVEWAY, 1 FOOT EAST OF A TELEPHONE POLE AND WITNESS POST.
 TF2097'ABOUT 175 FEET NORTHEAST OF THE FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1331 ***********************************************************************
 SL1331  DESIGNATION -  HOPE MUNICIPAL TANK
 SL1331  PID         -  SL1331
 SL1331  STATE/COUNTY-  ND/STEELE
 SL1331  USGS QUAD   -  HOPE (1968)
 SL1331
 SL1331                         *CURRENT SURVEY CONTROL
 SL1331  ___________________________________________________________________
 SL1331* NAD 83(1996)-  47 19 23.26592(N)    097 43 27.10069(W)     ADJUSTED  
 SL1331* NAVD 88     -                                                        
 SL1331  ___________________________________________________________________
 SL1331  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 SL1331  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SL1331
 SL1331  HORZ ORDER  -  THIRD
 SL1331
 SL1331.The horizontal coordinates were established by classical geodetic methods
 SL1331.and adjusted by the National Geodetic Survey in January 1998..
 SL1331
 SL1331
 SL1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1331
 SL1331.The geoid height was determined by GEOID03.
 SL1331
 SL1331;                    North         East     Units Scale Factor Converg.
 SL1331;SPC ND N     -    39,708.108   809,799.944   MT  1.00002348   +2 03 56.1
 SL1331;SPC ND N     -   130,275.94  2,656,823.96   iFT  1.00002348   +2 03 56.1
 SL1331;SPC ND S     -   187,838.795   809,790.967   MT  0.99997219   +2 01 28.6
 SL1331;SPC ND S     -   616,269.01  2,656,794.51   iFT  0.99997219   +2 01 28.6
 SL1331;UTM  14      - 5,241,862.503   596,406.885   MT  0.99971422   +0 56 16.9
 SL1331
 SL1331                          SUPERSEDED SURVEY CONTROL
 SL1331
 SL1331  NAD 83(1986)-  47 19 23.26282(N)    097 43 27.09174(W) AD(       ) 4
 SL1331  NAD 27      -  47 19 23.30000(N)    097 43 25.73000(W) AD(       ) 3
 SL1331
 SL1331.Superseded values are not recommended for survey control.
 SL1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1331.See file dsdata.txt to determine how the superseded data were derived.
 SL1331
 SL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9640741863(NAD 83)
 SL1331_MARKER: 53 = ELEVATED TANK
 SL1331
 SL1331  HISTORY     - Date     Condition        Report By
 SL1331  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1331
 SL1331                          STATION DESCRIPTION
 SL1331
 SL1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1331'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED IN THE
 SL1331'TOWN OF HOPE.  IT IS ELEVATED BY A FOUR LEGGED SKELETON FRAMEWORK
 SL1331'AND IS APPROXIMATELY 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1127 ***********************************************************************
 RP1127  DESIGNATION -  HORACE
 RP1127  PID         -  RP1127
 RP1127  STATE/COUNTY-  ND/CASS
 RP1127  USGS QUAD   -  WEST FARGO SOUTH (1976)
 RP1127
 RP1127                         *CURRENT SURVEY CONTROL
 RP1127  ___________________________________________________________________
 RP1127* NAD 83(1996)-  46 47 52.30199(N)    096 56 51.86766(W)     ADJUSTED  
 RP1127* NAVD 88     -       276.0    (meters)     906.     (feet)  VERTCON   
 RP1127  ___________________________________________________________________
 RP1127  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 RP1127  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP1127
 RP1127  HORZ ORDER  -  FIRST
 RP1127
 RP1127.The horizontal coordinates were established by classical geodetic methods
 RP1127.and adjusted by the National Geodetic Survey in January 1998..
 RP1127
 RP1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1127
 RP1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1127
 RP1127.The geoid height was determined by GEOID03.
 RP1127
 RP1127;                    North         East     Units Scale Factor Converg.
 RP1127;SPC ND S     -   131,870.012   871,078.097   MT  0.99993606   +2 35 27.4
 RP1127;SPC ND S     -   432,644.40  2,857,867.77   iFT  0.99993606   +2 35 27.4
 RP1127;SPC MN C     -   303,336.314   594,097.230   MT  0.99995465   -1 57 05.4
 RP1127;UTM  14      - 5,184,746.555   656,609.575   MT  0.99990146   +1 29 46.6
 RP1127
 RP1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1127!SPC ND S     -   0.99996088  x   0.99993606  =   0.99989694
 RP1127!SPC MN C     -   0.99996088  x   0.99995465  =   0.99991553
 RP1127!UTM  14      -   0.99996088  x   0.99990146  =   0.99986234
 RP1127
 RP1127:                Primary Azimuth Mark                     Grid Az
 RP1127:SPC ND S     -  HORACE AZ MK                             357 26 33.3
 RP1127:SPC MN C     -  HORACE AZ MK                             001 59 06.1
 RP1127:UTM  14      -  HORACE AZ MK                             358 32 14.1
 RP1127
 RP1127|---------------------------------------------------------------------|
 RP1127| PID    Reference Object                     Distance      Geod. Az  |
 RP1127|                                                           dddmmss.s |
 RP1127| CO9767 HORACE AZ MK                                       0000200.7 |
 RP1127| CO9770 HORACE RM 3                          28.900 METERS 00245     |
 RP1127| CO9771 HORACE RM 4                          26.799 METERS 01200     |
 RP1127| RP1129 SW FARGO ST HWY PAT RADIO MAST      APPROX. 7.8 KM 0153423.1 |
 RP1127| RP1135 WEST FARGO ARMOURS PLANT TANK       APPROX.10.4 KM 0193852.0 |
 RP1127| RP1133 SOUTHWEST FARGO MUNICIPAL TANK      APPROX. 9.4 KM 0224301.8 |
 RP1127| RP1124 FARGO TV STATION WDAY MAST          APPROX.11.3 KM 0785412.2 |
 RP1127| CO9768 HORACE RM 1                          57.799 METERS 17838     |
 RP1127| CO9769 HORACE RM 2                          28.387 METERS 29614     |
 RP1127| RP1128 HORACE RM A                          26.311 METERS 33546     |
 RP1127|---------------------------------------------------------------------|
 RP1127
 RP1127                          SUPERSEDED SURVEY CONTROL
 RP1127
 RP1127  NAD 83(1986)-  46 47 52.30123(N)    096 56 51.85814(W) AD(       ) 1
 RP1127  NAD 27      -  46 47 52.41600(N)    096 56 50.53500(W) AD(       ) 1
 RP1127  NGVD 29 (07/19/86)  275.7    (m)          905.     (f) VERT ANG       
 RP1127
 RP1127.Superseded values are not recommended for survey control.
 RP1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1127.See file dsdata.txt to determine how the superseded data were derived.
 RP1127
 RP1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5661084747(NAD 83)
 RP1127_MARKER: DS = TRIANGULATION STATION DISK
 RP1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1127
 RP1127  HISTORY     - Date     Condition        Report By
 RP1127  HISTORY     - 1954     MONUMENTED       CGS
 RP1127  HISTORY     - 1962     GOOD             CGS
 RP1127  HISTORY     - 1966     GOOD             CGS
 RP1127  HISTORY     - 1967     GOOD             CGS
 RP1127  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RP1127
 RP1127                          STATION DESCRIPTION
 RP1127
 RP1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1127'THE STATION IS LOCATED ALONG THE EASTERN EDGE OF A FARMYARD
 RP1127'OWNED BY THE BERG ESTATE.  IT IS 8 MILES NORTHEAST OF DAVENPORT,
 RP1127'6 MILES SOUTH-SOUTHWEST OF WEST FARGO, AND 3 MILES NORTHWEST OF
 RP1127'HORACE.
 RP1127'
 RP1127'REACHED FROM THE POST OFFICE IN WEST FARGO BY GOING WEST
 RP1127'ON U.S. HIGHWAYS 10 AND 52 FOR 0.15 MILE TO A SIDE ROAD LEFT.
 RP1127'TURN LEFT, SOUTH, AND GO 4.0 MILES TO A CROSSROAD.  TURN RIGHT,
 RP1127'WEST, AND GO 2.0 MILES TO A CROSSROAD.  TURN LEFT, SOUTH, AND
 RP1127'GO 1.4 MILES TO THE FARMYARD AND STATION ON THE RIGHT.
 RP1127'
 RP1127'THE STATION MARK IS 87 FEET EAST OF THE SOUTHEAST CORNER OF
 RP1127'A BARN, 56 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 RP1127'43 FEET NORTH OF A LANE, 17 FEET WEST OF A WITNESS POST, AND THE
 RP1127'MARK IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED HORACE
 RP1127'1954.
 RP1127'
 RP1127'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 52 FEET WEST
 RP1127'OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2 FEET EAST
 RP1127'OF A POWER POLE, AND PROJECTS 5 INCHES.  THE DISK IS STAMPED
 RP1127'HORACE NO 1 1954.
 RP1127'
 RP1127'REFERENCE MARK NO. 2, NORTHWEST OF THE STATION, IS 3 FEET
 RP1127'NORTH OF THE NORTHEAST CORNER OF THE BARN, AND PROJECTS 1
 RP1127'INCH.  THE DISK IS STAMPED HORACE NO 2 1954.
 RP1127'
 RP1127'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE NORTH OF THE STATION,
 RP1127'IS 60 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD,
 RP1127'30 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RP1127'4 FEET SOUTHWEST OF A WITNESS POST, AND PROJECTS 4 INCHES.  THE
 RP1127'DISK IS STAMPED HORACE 1954.
 RP1127'
 RP1127'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RP1127
 RP1127                          STATION RECOVERY (1962)
 RP1127
 RP1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1127'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP1127'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 RP1127'IS ADEQUATE FOR RECOVERY.
 RP1127
 RP1127                          STATION RECOVERY (1966)
 RP1127
 RP1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (LGB)
 RP1127'ALL THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  BY
 RP1127'REQUEST OF THE NEW PROPERTY OWNER, MR. OLAVES BJORE, REFERENCE
 RP1127'MARK NO. 2 WAS REMOVED AFTER THE DISTANCE AND DIRECTION WAS
 RP1127'CHECKED.  REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 RP1127'
 RP1127'THE ROUTE TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 RP1127'
 RP1127'FOLLOWING ARE NOTES FOR REFERENCE MARK NO. 3 AND AUXILIARY
 RP1127'STATION HORACE RM A.
 RP1127'
 RP1127'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED HORACE NO 3 1966,
 RP1127'SET IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND
 RP1127'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 51 FEET WEST OF THE
 RP1127'CENTER OF A GRAVELED ROAD AND THE SAME ELEVATION AS THE STATION.
 RP1127'
 RP1127'STATION MARK HORACE RM A 1966 IS A STANDARD STATION DISK SET
 RP1127'IN TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER AND 15
 RP1127'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 90.5 FEET WEST OF
 RP1127'THE CENTER OF THE GRAVELED ROAD.
 RP1127'
 RP1127'NOTE--A TRAVERSE CONNECTION WAS NOT MADE TO STATION HORACE RM
 RP1127'A AND HORACE RM A WAS NOT OCCUPIED AS THESE WERE THE LAST
 RP1127'STATIONS USED FOR THE SEASON ON THE TRANSCONTINENTAL TRAVERSE
 RP1127'PROJECT.
 RP1127'
 RP1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1127'3 MILES NORTHWEST OF HORACE.
 RP1127
 RP1127                          STATION RECOVERY (1967)
 RP1127
 RP1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP1127'STATION WAS RECOVERED AND ALL MARKS WERE IN GOOD CONDITON.
 RP1127'
 RP1127'REFERENCE MARK NUMBER 2 HAS BEEN DESTROYED BY REQUEST OF
 RP1127'THE PROPERTY OWNER, A MR. OLAVES ABJORE.  A REFERENCE MARK
 RP1127'NUMBER 3 HAS BEEN ESTABLISHED.  THE BUILDINGS AT THE STATION
 RP1127'SITE WILL BE REMOVED IN THE NEAR FUTURE.
 RP1127'
 RP1127'A DIFFERENCE OF 18 SECONDS WAS NOTED IN THE HORIZONTAL ANGLE
 RP1127'TO THE AZIMUTH MARK.  OBSERVATION CHECKS OF THE ANGLE WERE
 RP1127'MADE ON TWO SEPARATE DATES, BY TWO SEPARATE OBSERVERS.
 RP1127'
 RP1127'STATION MARK DISK IS STAMPED HORACE 1954 AND THE SURFACE
 RP1127'MARK IS ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.
 RP1127'MARK IS 182 FEET NORTHWEST OF A NORTH-SOUTH AND
 RP1127'EAST-WEST GRAVELED ROADS T-JUNCTION, 63 FEET NORTHWEST OF
 RP1127'THE JUNCTION OF THE NORTH-SOUTH GRAVELED ROAD AND A FARM
 RP1127'LANE ENTRANCE, 54 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 RP1127'GRAVELED ROAD AND 17.1 FEET WEST OF A METAL WITNESS POST.
 RP1127'
 RP1127'A REFERENCE MARK NUMBER 1 DISK IS STAMPED HORACE NO 1 1954
 RP1127'AND THE MARK PROJECTS ABOUT 3 INCHES.  MARK IS 65
 RP1127'FEET SOUTHWEST OF THE TWO GRAVELED ROADS T-JUNCTION AND
 RP1127'2.0 FEET EAST OF A POWERLINE POLE WHICH HAS A TRANSFORMER
 RP1127'ATTACHED.
 RP1127'
 RP1127'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 RP1127'STAMPED HORACE NO 3 1954 1966, SET IN THE TOP OF A ROUND
 RP1127'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RP1127'GROUND.  MARK IS 86.3 FEET NORTH OF THE METAL
 RP1127'WITNESS POST AND 48 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 RP1127'GRAVELED ROAD.
 RP1127'
 RP1127'AZIMUTH MARK DISK IS STAMPED HORACE 1954 AND MARK IS FLUSH
 RP1127'WITH THE SURFACE OF THE GROUND.  MARK IS 68 FEET
 RP1127'SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 34 FEET
 RP1127'WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 3.0 FEET
 RP1127'SOUTHWEST OF A 4 IN X 4 IN WOOD WITNESS POST AND 1.4
 RP1127'FEET SOUTHWEST OF A METAL WITNESS POST.
 RP1127'
 RP1127'STATION IS REACHED FROM THE POST OFFICE IN WEST FARGO.  GO
 RP1127'WEST ON MAIN AVENUE FOR 0.15 MILE.  TURN LEFT AND GO
 RP1127'SOUTHERLY ON SHEYENNE STREET AND MACADAM ROAD WHICH
 RP1127'BECOMES COUNTY HIGHWAY 17, FOR 2.0 MILES TO INTERSTATE HIGHWAY
 RP1127'94.  PASS BENEATH AN INTERSTATE HIGHWAY BRIDGE AND CONTINUE SOUTH
 RP1127'ON HIGHWAY 17 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 RP1127'ON COUNTY HIGHWAY 8 FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 RP1127'GO SOUTH ON GRAVELED ROAD FOR 0.95 MILE TO AZIMUTH MARK ON
 RP1127'RIGHT.  CONTINUE STRAIGHT AHEAD, ON GRAVELED ROAD FOR 0.45
 RP1127'MILE TO STATION ON THE RIGHT.
 RP1127'
 RP1127'HEIGHT OF LIGHT ABOVE STATION MARK 100.0 FEET.
 RP1127'
 RP1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1127'6 MILES SSW OF FARGO.
 RP1127
 RP1127                          STATION RECOVERY (1971)
 RP1127
 RP1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RP1127'THE SURFACE STATION MARK WAS FOUND DESTROYED, IT HAD BEEN
 RP1127'UPROOTED BY A PLOW.  THE UNDERGROUND STATION MARK, REFERENCE
 RP1127'MARKS NO. 1 AND NO. 3, AND STATION MARK HORACE RMA WERE FOUND AND
 RP1127'APPEARED TO BE IN GOOD CONDITION.  THE AZIMUTH MARK APPEARED
 RP1127'TO BE TILTED SLIGHTLY TO THE EAST.  DIFFERENCES WERE FOUND
 RP1127'IN THE HORIZONTAL DIRECTIONS TO SOME OF THE INTERSECTION
 RP1127'STATIONS OBSERVED, AND A DIFFERENCE OF 0.17 FEET NOTED IN THE
 RP1127'MEASUREMENT TO BOTH REFERENCE MARKS.  THE POSITION OF THE
 RP1127'UNDERGROUND STATION MARK WAS HELD AND THE MARK SET LOWER, A
 RP1127'SURFACE STATION MARK WAS SET OVER IT, 15-INCHES BELOW GROUND
 RP1127'SURFACE.  REFERENCE MARK NO. 3 WAS PULLED UP TO REMOVE IT
 RP1127'FROM THE CULTIVATED FIELD, THE MONUMENT WAS SET IN A NEW
 RP1127'LOCATION FOR USE AS REFERENCE MARK NO. 4.
 RP1127'
 RP1127'A NEW DESCRIPTION FOLLOWS--
 RP1127'
 RP1127'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF DAVENPORT,
 RP1127'6 MILES SOUTH-SOUTHWEST OF WEST FARGO, AND 3 MILES NORTHWEST
 RP1127'OF HORACE, AT THE EAST EDGE OF A CULTIVATED FIELD, NORTH-NORTHWEST
 RP1127'AND ACROSS THE ROAD FROM THE ENTRANCE OF THE DRIVEWAY LEADING
 RP1127'EAST TO THE FARMSTEAD OF MR. ROBERT L. BRODSHAUG.
 RP1127'
 RP1127'THE STATION MARK IS A STANDARD DISK STAMPED HORACE 1954 1971,
 RP1127'SET IN A ROUND CONCRETE MONUMENT 15-INCHES BELOW GROUND
 RP1127'SURFACE.  IT IS 190 FEET NORTH OF A POWER POLE, 176 FEET
 RP1127'NORTH-NORTHWEST OF THE CENTER OF THE ROAD OPPOSITE THE DRIVEWAY,
 RP1127'42 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE, 54 FEET
 RP1127'WEST OF THE CENTER OF THE GRAVELED ROAD, AND 16.5 FEET WEST
 RP1127'OF A METAL WITNESS POST.
 RP1127'
 RP1127'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HORACE NO 1 1954,
 RP1127'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS
 RP1127'148 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 57 FEET
 RP1127'WEST-SOUTHWEST OF THE CENTER OF THE ROAD OPPOSITE THE DRIVEWAY, 52
 RP1127'FEET WEST OF THE CENTER OF THE ROAD, AND 2 FEET EAST OF
 RP1127'A POWER POLE.
 RP1127'
 RP1127'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED HORACE 1954
 RP1127'NO 4 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RP1127'6-INCHES.  IT IS 129 FEET NORTH OF THE CENTER OF THE FIELD
 RP1127'ENTRANCE, 33 FEET WEST OF THE CENTER OF THE ROAD, AND 1.4
 RP1127'FEET SOUTH OF A METAL WITNESS POST.
 RP1127'
 RP1127'STATION RMA IS A STANDARD DISK STAMPED HORACE RMA, SET
 RP1127'IN A ROUND CONCRETE MONUMENT 12-INCHES BELOW GROUND SURFACE.
 RP1127'IT IS 261 FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD
 RP1127'OPPOSITE THE CENTER OF THE DRIVEWAY, 90 FEET WEST OF THE
 RP1127'CENTER OF THE ROAD, 95 FEET NORTHWEST OF THE METAL WITNESS POST
 RP1127'NEAR THE STATION, AND 54 FEET WEST OF THE WITNESS POST AT
 RP1127'REFERENCE MARK NO. 4
 RP1127'
 RP1127'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HORACE 1954,
 RP1127'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 RP1127'IT IS 68 FEET SOUTH OF AN EAST WEST ROAD, 34 FEET WEST OF A
 RP1127'NORTH-SOUTH ROAD, 3 FEET SOUTHWEST OF A 4 X 4-INCHES WOODEN
 RP1127'WITNESS POST, AND 1.8 FEET SOUTHWEST OF A METAL WITNESS
 RP1127'POST.  IT IS IN THE BACKSLOPE OF A DITCH.
 RP1127'
 RP1127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 52,
 RP1127'AND SHEYENNE STREET, WHICH IS 0.15 MILE EAST OF THE SHEYENNE
 RP1127'RIVER BRIDGE IN WEST FARGO, GO SOUTH ON SHEYENNE STREET WHICH
 RP1127'BECOMES COUNTY ROAD 17, FOR 4.2 MILES TO A GRAVELED CROSSROAD,
 RP1127'TURN RIGHT AND GO WEST ON COUNTY ROAD 8 FOR 2.15 MILES TO
 RP1127'ANOTHER CROSSROAD, TURN LEFT AND GO SOUTH 1.0 MILE TO A
 RP1127'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST CORNER AS
 RP1127'DESCRIBED, CONTINUE SOUTH FOR 0.45 MILE TO THE STATION ON
 RP1127'THE RIGHT AS DESCRIBED.
 RP1127'
 RP1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 RP1127'NW OF HORACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1128 ***********************************************************************
 RP1128  DESIGNATION -  HORACE RM A
 RP1128  PID         -  RP1128
 RP1128  STATE/COUNTY-  ND/CASS
 RP1128  USGS QUAD   -  WEST FARGO SOUTH (1976)
 RP1128
 RP1128                         *CURRENT SURVEY CONTROL
 RP1128  ___________________________________________________________________
 RP1128* NAD 83(1996)-  46 47 53.07894(N)    096 56 52.37699(W)     ADJUSTED  
 RP1128* NAVD 88     -       275.6    (meters)     904.     (feet)  VERTCON   
 RP1128  ___________________________________________________________________
 RP1128  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 RP1128  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP1128
 RP1128  HORZ ORDER  -  FIRST
 RP1128
 RP1128.The horizontal coordinates were established by classical geodetic methods
 RP1128.and adjusted by the National Geodetic Survey in January 1998..
 RP1128
 RP1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1128
 RP1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1128
 RP1128.The geoid height was determined by GEOID03.
 RP1128
 RP1128;                    North         East     Units Scale Factor Converg.
 RP1128;SPC ND S     -   131,893.489   871,066.223   MT  0.99993605   +2 35 27.1
 RP1128;SPC ND S     -   432,721.42  2,857,828.82   iFT  0.99993605   +2 35 27.1
 RP1128;UTM  14      - 5,184,770.254   656,598.152   MT  0.99990142   +1 29 46.3
 RP1128
 RP1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1128!SPC ND S     -   0.99996094  x   0.99993605  =   0.99989699
 RP1128!UTM  14      -   0.99996094  x   0.99990142  =   0.99986236
 RP1128
 RP1128:                Primary Azimuth Mark                     Grid Az
 RP1128:SPC ND S     -  SW FARGO ST HWY PAT RADIO MAST           013 06 21.6
 RP1128:UTM  14      -  SW FARGO ST HWY PAT RADIO MAST           014 12 02.4
 RP1128
 RP1128|---------------------------------------------------------------------|
 RP1128| PID    Reference Object                     Distance      Geod. Az  |
 RP1128|                                                           dddmmss.s |
 RP1128| RP1129 SW FARGO ST HWY PAT RADIO MAST      APPROX. 7.8 KM 0154148.7 |
 RP1128| RP1124 FARGO TV STATION WDAY MAST          APPROX.11.3 KM 0790158.4 |
 RP1128| RP1115 KURTZ                               APPROX.14.0 KM 0983158.8 |
 RP1128| RP1127 HORACE                               26.311 METERS 15546     |
 RP1128|---------------------------------------------------------------------|
 RP1128
 RP1128                          SUPERSEDED SURVEY CONTROL
 RP1128
 RP1128  NAD 83(1986)-  46 47 53.07815(N)    096 56 52.36745(W) AD(       ) 1
 RP1128  NAD 27      -  46 47 53.19288(N)    096 56 51.04439(W) AD(       ) 1
 RP1128  NGVD 29 (07/19/86)  275.3    (m)          903.     (f) VERT ANG       
 RP1128
 RP1128.Superseded values are not recommended for survey control.
 RP1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1128.See file dsdata.txt to determine how the superseded data were derived.
 RP1128
 RP1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5659884770(NAD 83)
 RP1128_MARKER: DS = TRIANGULATION STATION DISK
 RP1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1128+STABILITY: SURFACE MOTION
 RP1128
 RP1128  HISTORY     - Date     Condition        Report By
 RP1128  HISTORY     - 1967     MONUMENTED       CGS
 RP1128
 RP1128                          STATION DESCRIPTION
 RP1128
 RP1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP1128'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 RP1128'PROPERTY AS TRIANGULATION STATION HORACE 1954.
 RP1128'
 RP1128'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK.
 RP1128'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE
 RP1128'CYLINDER MONUMENT THAT IS 24 INCHES BELOW THE SURFACE OF THE
 RP1128'GROUND.  THE DISK IS STAMPED HORACE RM A 1966.  THE MARK IS
 RP1128'145 FEET NORTHWEST OF DRIVEWAY AND 88 FEET WEST OF THE
 RP1128'APPROXIMATE CENTER OF GRAVELED ROAD.
 RP1128'
 RP1128'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 RP1128'HORACE 1954, DISTANCE BEING 26.310 METERS OR 86.32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0826 ***********************************************************************
 RP0826  DESIGNATION -  HOVING
 RP0826  PID         -  RP0826
 RP0826  STATE/COUNTY-  ND/SARGENT
 RP0826  USGS QUAD   -  HOVING (1962)
 RP0826
 RP0826                         *CURRENT SURVEY CONTROL
 RP0826  ___________________________________________________________________
 RP0826* NAD 83(1996)-  46 12 38.87797(N)    097 35 58.44408(W)     ADJUSTED  
 RP0826* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 RP0826  ___________________________________________________________________
 RP0826  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 RP0826  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 RP0826
 RP0826  HORZ ORDER  -  SECOND
 RP0826
 RP0826.The horizontal coordinates were established by classical geodetic methods
 RP0826.and adjusted by the National Geodetic Survey in January 1998..
 RP0826
 RP0826.The orthometric height was scaled from a topographic map.
 RP0826
 RP0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0826
 RP0826.The geoid height was determined by GEOID03.
 RP0826
 RP0826;                    North         East     Units Scale Factor Converg.
 RP0826;SPC ND S     -    64,615.687   823,770.267   MT  0.99999471   +2 06 55.9
 RP0826;SPC ND S     -   211,993.72  2,702,658.36   iFT  0.99999471   +2 06 55.9
 RP0826;UTM  14      - 5,118,422.316   608,025.731   MT  0.99974345   +1 00 39.8
 RP0826
 RP0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0826!SPC ND S     -   0.99994503  x   0.99999471  =   0.99993974
 RP0826!UTM  14      -   0.99994503  x   0.99974345  =   0.99968849
 RP0826
 RP0826|---------------------------------------------------------------------|
 RP0826| PID    Reference Object                     Distance      Geod. Az  |
 RP0826|                                                           dddmmss.s |
 RP0826| CO5640 HOVING RM 1                          22.469 METERS 05809     |
 RP0826| CO5639 HOVING AZ MK                                       0890301.0 |
 RP0826| CO5641 HOVING RM 2                          62.706 METERS 17145     |
 RP0826|---------------------------------------------------------------------|
 RP0826
 RP0826                          SUPERSEDED SURVEY CONTROL
 RP0826
 RP0826  NAD 83(1986)-  46 12 38.87874(N)    097 35 58.43878(W) AD(       ) 2
 RP0826  NAD 27      -  46 12 39.01200(N)    097 35 57.09700(W) AD(       ) 2
 RP0826
 RP0826.Superseded values are not recommended for survey control.
 RP0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0826.See file dsdata.txt to determine how the superseded data were derived.
 RP0826
 RP0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0802618422(NAD 83)
 RP0826_MARKER: DS = TRIANGULATION STATION DISK
 RP0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0826
 RP0826  HISTORY     - Date     Condition        Report By
 RP0826  HISTORY     - 1954     MONUMENTED       CGS
 RP0826
 RP0826                          STATION DESCRIPTION
 RP0826
 RP0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0826'THE STATION IS ABOUT 3 MILES EAST AND 1 MILE SOUTH OF THE
 RP0826'TOWN OF GWINNER, ON THE NORTH SIDE OF THE NORTHEAST QUARTER
 RP0826'OF SECTION 32, T. 132 N., R. 55 W. AND ON LAND OWNED BY
 RP0826'MR. L.L. LITCHFIELD.
 RP0826'
 RP0826'TO REACH THE STATION FROM THE BLINKER LIGHT IN GWINNER, GO EAST
 RP0826'FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAYS 13 AND 32,
 RP0826'CONTINUE EAST ON STATE HIGHWAYS 13 AND 32 FOR 1.0 MILE TO THE
 RP0826'POINT WHERE STATE HIGHWAY 32 TURNS RIGHT, CONTINUE STRAIGHT
 RP0826'AHEAD ON STATE HIGHWAY 13 FOR 1.0 MILE TO A CROSS ROAD, TURN
 RP0826'RIGHT, SOUTH FOR 1.0 MILE TO A CROSS ROAD, TURN LEFT AND GO
 RP0826'EAST FOR 0.55 MILE TO MR. L.L. LITCHFIELDS MAIL BOX ON THE
 RP0826'RIGHT AND THE STATION ON THE RIGHT.
 RP0826'
 RP0826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4
 RP0826'MILE TO THE AZIMUTH MARK ON THE RIGHT, 175 FEET WEST OF A
 RP0826'CROSS ROAD.
 RP0826'
 RP0826'THE STATION MARK, STAMPED HOVING 1954, IS A STANDARD DISK
 RP0826'SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 RP0826'IT IS 72 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 40 FEET
 RP0826'SOUTH OF THE WEST GATE POST, 26 FEET WEST OF THE CENTER OF
 RP0826'MR. LITCHFIELDS PRIVATE DRIVEWAY, 6 FEET EAST OF A FENCE AND
 RP0826'5.5 FEET EAST OF A WITNESS POST.
 RP0826'
 RP0826'REFERENCE MARK NO. 1, STAMPED HOVING NO 1 1954, IS A STANDARD
 RP0826'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RP0826'IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 29
 RP0826'FEET EAST OF THE EAST GATE POST, 14 FEET NORTH OF A POWER POLE
 RP0826'AND 1 FOOT SOUTH OF A FENCE.
 RP0826'
 RP0826'REFERENCE MARK NO. 2, STAMPED HOVING NO 2 1954, IS A STANDARD
 RP0826'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 RP0826'IS 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 RP0826'15 FEET WEST OF THE CENTER OF THE DRIVEWAY AND 3 FEET NORTH OF
 RP0826'A FENCE CORNER.
 RP0826'
 RP0826'THE AZIMUTH MARK, STAMPED HOVING 1954, IS A STANDARD DISK
 RP0826'SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 RP0826'32 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.5 FEET SOUTH
 RP0826'OF A FENCE AND 1.5 FEET WEST OF A WITNESS POST.
 RP0826'
 RP0826'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0827 ***********************************************************************
 RP0827  DESIGNATION -  HOVING GRAIN CO ELEVATOR
 RP0827  PID         -  RP0827
 RP0827  STATE/COUNTY-  ND/SARGENT
 RP0827  USGS QUAD   -  HOVING (1962)
 RP0827
 RP0827                         *CURRENT SURVEY CONTROL
 RP0827  ___________________________________________________________________
 RP0827* NAD 83(1996)-  46 14 47.83059(N)    097 33 58.84552(W)     ADJUSTED  
 RP0827* NAVD 88     -                                                        
 RP0827  ___________________________________________________________________
 RP0827  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 RP0827  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 RP0827
 RP0827  HORZ ORDER  -  THIRD
 RP0827
 RP0827.The horizontal coordinates were established by classical geodetic methods
 RP0827.and adjusted by the National Geodetic Survey in January 1998..
 RP0827
 RP0827
 RP0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0827
 RP0827.The geoid height was determined by GEOID03.
 RP0827
 RP0827;                    North         East     Units Scale Factor Converg.
 RP0827;SPC ND S     -    68,689.674   826,183.507   MT  0.99998816   +2 08 23.1
 RP0827;SPC ND S     -   225,359.82  2,710,575.81   iFT  0.99998816   +2 08 23.1
 RP0827;UTM  14      - 5,122,448.053   610,516.427   MT  0.99975014   +1 02 08.4
 RP0827
 RP0827                          SUPERSEDED SURVEY CONTROL
 RP0827
 RP0827  NAD 83(1986)-  46 14 47.83133(N)    097 33 58.83934(W) AD(       ) 4
 RP0827  NAD 27      -  46 14 47.96400(N)    097 33 57.50800(W) AD(       ) 3
 RP0827
 RP0827.Superseded values are not recommended for survey control.
 RP0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0827.See file dsdata.txt to determine how the superseded data were derived.
 RP0827
 RP0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1051622448(NAD 83)
 RP0827_MARKER: 65 = GRAIN ELEVATOR
 RP0827
 RP0827  HISTORY     - Date     Condition        Report By
 RP0827  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0827
 RP0827                          STATION DESCRIPTION
 RP0827
 RP0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0827'THE STATION IS THE TOP CENTER OF THE MOST WESTERLY AND HIGHEST
 RP0827'OF 2 CORRUGATED METAL ELEVATORS LOCATED AT THE RAILROAD
 RP0827'SIDING OF HOVING.  IT IS APPROXIMATELY 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1916 ***********************************************************************
 TG1916  DESIGNATION -  HOWARD
 TG1916  PID         -  TG1916
 TG1916  STATE/COUNTY-  ND/DIVIDE
 TG1916  USGS QUAD   -  WRITING ROCK SOUTH (1983)
 TG1916
 TG1916                         *CURRENT SURVEY CONTROL
 TG1916  ___________________________________________________________________
 TG1916* NAD 83(1996)-  48 38 19.27121(N)    103 49 18.57101(W)     ADJUSTED  
 TG1916* NAVD 88     -       708.1    (meters)    2323.     (feet)  VERTCON   
 TG1916  ___________________________________________________________________
 TG1916  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 TG1916  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 TG1916
 TG1916  HORZ ORDER  -  FIRST
 TG1916
 TG1916.The horizontal coordinates were established by classical geodetic methods
 TG1916.and adjusted by the National Geodetic Survey in January 1998..
 TG1916
 TG1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1916
 TG1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1916
 TG1916.The geoid height was determined by GEOID03.
 TG1916
 TG1916;                    North         East     Units Scale Factor Converg.
 TG1916;SPC ND N     -   187,476.815   355,262.996   MT  0.99998261   -2 28 18.8
 TG1916;SPC ND N     -   615,081.41  1,165,561.01   iFT  0.99998261   -2 28 18.8
 TG1916;UTM  13      - 5,387,961.367   586,795.507   MT  0.99969255   +0 53 03.6
 TG1916
 TG1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1916!SPC ND N     -   0.99989194  x   0.99998261  =   0.99987456
 TG1916!UTM  13      -   0.99989194  x   0.99969255  =   0.99958453
 TG1916
 TG1916|---------------------------------------------------------------------|
 TG1916| PID    Reference Object                     Distance      Geod. Az  |
 TG1916|                                                           dddmmss.s |
 TG1916| CQ7871 HOWARD RM                           162.770 METERS 09215     |
 TG1916|---------------------------------------------------------------------|
 TG1916
 TG1916                          SUPERSEDED SURVEY CONTROL
 TG1916
 TG1916  NAD 83(1986)-  48 38 19.27052(N)    103 49 18.56415(W) AD(       ) 1
 TG1916  NAD 27      -  48 38 19.16300(N)    103 49 16.82700(W) AD(       ) 1
 TG1916  NGVD 29 (07/19/86)  707.6    (m)         2322.     (f) VERT ANG       
 TG1916
 TG1916.Superseded values are not recommended for survey control.
 TG1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1916.See file dsdata.txt to determine how the superseded data were derived.
 TG1916
 TG1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP8679687961(NAD 83)
 TG1916_MARKER: DS = TRIANGULATION STATION DISK
 TG1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1916
 TG1916  HISTORY     - Date     Condition        Report By
 TG1916  HISTORY     - 1912     MONUMENTED       CGS
 TG1916  HISTORY     - 1935     GOOD             CGS
 TG1916  HISTORY     - 1974     SEE DESCRIPTION  USGS
 TG1916  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 TG1916
 TG1916                          STATION DESCRIPTION
 TG1916
 TG1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1916'ABOUT 4 MILES NORTH AND 1 MILE EAST OF THE TOWN OF HOWARD, ON THE
 TG1916'HIGHEST POINT IN THE NE 1/4 SE 1/4 SEC. 35, T. 160 N., R. 102 W.,
 TG1916'IN THE YARD OF R.A. WITSOE.  THE STATION IS MARKED BY A STANDARD
 TG1916'DISK STATION MARK, SET IN THE TOP OF A CONCRETE CYLINDER 7
 TG1916'INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 TG1916'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE CYLINDER
 TG1916'PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS A
 TG1916'BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES LONG SET
 TG1916'IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON TOP AND 4 INCHES
 TG1916'THICK.  THE BOLT PROJECTS ONE-FOURTH OR ONE-HALF INCH ABOVE THE
 TG1916'CONCRETE AND IS ABOUT 33 INCHES BELOW THE SURFACE OF THE
 TG1916'GROUND.  A REFERENCE MARK, IS ON THE SECTION LINE WEST OF
 TG1916'THE ROAD 162.77 METERS FROM THE STATION S 87 DEG 45 MIN E.
 TG1916'MIN.  THE REFERENCE MARK CONSISTS OF A STANDARD DISK, SET IN THE
 TG1916'TOP OF A CONCRETE CYLINDER 5-1/2 INCHES IN DIAMETER AND 30
 TG1916'INCHES LONG INCASED IN A GALVANIZED-IRON PIPE WHICH WAS
 TG1916'USED FOR THE FORM.  THE CYLINDER PROJECTS ABOUT 3 INCHES
 TG1916'ABOVE THE GROUND.
 TG1916
 TG1916                          STATION RECOVERY (1935)
 TG1916
 TG1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1916'STATION IS LOCATED IN THE YARD OF R.A. WITSOE, IN THE NE 1/4
 TG1916'SE 1/4 SEC. 35, T. 160 N., R. 102 W., 2-1/2 MILES NORTH AND
 TG1916'1/2 MILE WEST OF THE TOWN OF HANKS.  TOWN OF HOWARD IS NO LONGER
 TG1916'IN EXISTENCE.  STATION IS 81-1/2 FEET NORTH OF THE NORTHWEST
 TG1916'CORNER OF THE HOUSE, AND 41 FEET SOUTHEAST OF THE SOUTHEAST
 TG1916'CORNER OF THE GRANARY, AND IS IN GOOD CONDITION.
 TG1916'
 TG1916'STATION IS LOCATED IN DIVIDE COUNTY, INSTEAD OF WILLIAMS
 TG1916'COUNTY, AS STATED IN THE ORIGINAL DESCRIPTION.
 TG1916'
 TG1916'REFERENCE MARK HAS BEEN DESTROYED.  PART OF THE CYLINDER WAS
 TG1916'FOUND.  ROAD HAS BEEN GRADED AND IT APPEARS THAT THE MARK WAS
 TG1916'DESTROYED AT THE TIME THAT WORK WAS DONE.
 TG1916
 TG1916                          STATION RECOVERY (1974)
 TG1916
 TG1916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JHM)
 TG1916'CONCRETE POST WAS HIT AND BROKEN BY FARM MACHINERY, CAP WAS
 TG1916'RECOVERED AND IS RETAINED BY LANDOWNER.  AZIMUTH MARK REFERENCE
 TG1916'MARK HAS BEEN DESTROYED AS PREVIOUSLY REPORTED.
 TG1916
 TG1916                          STATION RECOVERY (1978)
 TG1916
 TG1916'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (AS)
 TG1916'HOWARD TOP DESTROYED.
 TG1916'
 TG1916'RM DESTROYED.
 TG1916'
 TG1916'PROPERTY OWNER PRODUCED THE MUTILATED TOP DISC OR STATION HOWARD.  A
 TG1916'SEARCH OF THE AREA FAILED TO PRODUCE THE UNDERGROUND BOLT.
 TG1916'
 TG1916'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST, 1-1/2
 TG1916'MILE NORTH OF GRENORA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0785 ***********************************************************************
 RP0785  DESIGNATION -  HOWES
 RP0785  PID         -  RP0785
 RP0785  STATE/COUNTY-  ND/CASS
 RP0785  USGS QUAD   -  ABSARAKA (1967)
 RP0785
 RP0785                         *CURRENT SURVEY CONTROL
 RP0785  ___________________________________________________________________
 RP0785* NAD 83(1996)-  46 52 34.26611(N)    097 26 19.39876(W)     ADJUSTED  
 RP0785* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 RP0785  ___________________________________________________________________
 RP0785  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 RP0785  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 RP0785
 RP0785  HORZ ORDER  -  SECOND
 RP0785
 RP0785.The horizontal coordinates were established by classical geodetic methods
 RP0785.and adjusted by the National Geodetic Survey in January 1998..
 RP0785
 RP0785.The orthometric height was scaled from a topographic map.
 RP0785
 RP0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0785
 RP0785.The geoid height was determined by GEOID03.
 RP0785
 RP0785;                    North         East     Units Scale Factor Converg.
 RP0785;SPC ND S     -   138,992.585   833,291.909   MT  0.99993611   +2 13 58.2
 RP0785;SPC ND S     -   456,012.42  2,733,897.34   iFT  0.99993611   +2 13 58.2
 RP0785;UTM  14      - 5,192,588.378   618,970.050   MT  0.99977396   +1 08 22.8
 RP0785
 RP0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0785!SPC ND S     -   0.99995308  x   0.99993611  =   0.99988920
 RP0785!UTM  14      -   0.99995308  x   0.99977396  =   0.99972705
 RP0785
 RP0785|---------------------------------------------------------------------|
 RP0785| PID    Reference Object                     Distance      Geod. Az  |
 RP0785|                                                           dddmmss.s |
 RP0785| CO5644 HOWES RM 2                           23.355 METERS 00059     |
 RP0785| CO5643 HOWES RM 1                           29.179 METERS 10928     |
 RP0785| CO5645 HOWES RM 3                           10.379 METERS 18513     |
 RP0785| CO5642 HOWES AZ MK                                        2700400.4 |
 RP0785|---------------------------------------------------------------------|
 RP0785
 RP0785                          SUPERSEDED SURVEY CONTROL
 RP0785
 RP0785  NAD 83(1986)-  46 52 34.26705(N)    097 26 19.38822(W) AD(       ) 2
 RP0785  NAD 27      -  46 52 34.36100(N)    097 26 18.05800(W) AD(       ) 2
 RP0785
 RP0785.Superseded values are not recommended for survey control.
 RP0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0785.See file dsdata.txt to determine how the superseded data were derived.
 RP0785
 RP0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1897092588(NAD 83)
 RP0785_MARKER: DS = TRIANGULATION STATION DISK
 RP0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0785
 RP0785  HISTORY     - Date     Condition        Report By
 RP0785  HISTORY     - 1954     MONUMENTED       CGS
 RP0785  HISTORY     - 1963     GOOD             CGS
 RP0785  HISTORY     - 1965     SEE DESCRIPTION  USGS
 RP0785
 RP0785                          STATION DESCRIPTION
 RP0785
 RP0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0785'THE STATION IS ON THE SOUTH SIDE OF SEC. 1, T. 139 N.  R. 54 W.
 RP0785'ON THE WEST SIDE OF A SMALL, FENCED PLOT ABOUT 0.15 MILE
 RP0785'WIDE.  IT IS 5-1/2 MILES EAST AND 3 MILES SOUTH OF BUFFALO, 4
 RP0785'1/2 MILES WEST AND 2 MILES SOUTH OF WHEATLAND AND 137 FEET
 RP0785'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10.
 RP0785'
 RP0785'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 RP0785'18 ABOUT 2 MILES SOUTH OF CASSELTON, GO WEST ON U.S. HIGHWAY
 RP0785'10 AND STATE HIGHWAY 18 FOR 0.6 MILE TO A POINT WHERE STATE
 RP0785'HIGHWAY 18 TURNS SOUTH.  CONTINUE WEST ON U.S. HIGHWAY 10
 RP0785'FOR 10.6 MILES TO A CROSSROAD WITH FARM BUILDINGS IN BOTH THE
 RP0785'SOUTHWEST AND NORTHWEST ANGLES.  CONTINUE WEST ON U.S. HIGHWAY
 RP0785'10 FOR 0.45 MILE TO THE STATION ON THE RIGHT IN A
 RP0785'NORTH-AND-SOUTH FENCE LINE.
 RP0785'
 RP0785'THE STATION MARK IS 137 FEET NORTH OF THE CENTER LINE OF U.S.
 RP0785'HIGHWAY 10, 34.4 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 32.5
 RP0785'FEET NORTH OF A FENCE CORNER, 7 FEET NORTH OF A WITNESS POST,
 RP0785'6 INCHES WEST OF A BARBED-WIRE FENCE AND PROJECTS 1 INCH.
 RP0785'THE DISK IS STAMPED HOWES 1954.
 RP0785'
 RP0785'REFERENCE MARK NO. 1, EAST-SOUTHEAST OF THE STATION, IS 105
 RP0785'FEET NORTH OF THE CENTER OF THE HIGHWAY, 2 FEET NORTHWEST
 RP0785'OF A WOOD FENCE POST, 1 FOOT NORTH OF THE BARBED-WIRE FENCE
 RP0785'AND PROJECTS 4 INCHES.  THE DISK IS STAMPED HOWES NO. 1 1954.
 RP0785'
 RP0785'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 214 FEET NORTH
 RP0785'OF THE CENTER LINE OF U.S. HIGHWAY 10, 6 INCHES EAST OF THE
 RP0785'BARBED-WIRE FENCE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 RP0785'HOWES NO. 2 1954.
 RP0785'
 RP0785'THE AZIMUTH MARK, 0.55 MILE WEST OF THE STATION, IS 135 FEET
 RP0785'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10, 70.5 FEET
 RP0785'EAST-NORTHEAST OF THE FIRST TELEPHONE POLE EAST OF A SIDE ROAD,
 RP0785'2.5 FEET EAST-NORTHEAST OF A WITNESS POST, AT THE SOUTHEAST
 RP0785'CORNER OF A GOVERNMENT SHELTER BELT AND PROJECTS 4 INCHES.
 RP0785'THE DISK IS STAMPED HOWES 1954.
 RP0785'
 RP0785'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 RP0785'HIGHWAY 10 FOR 0.55 MILE TO A NORTH-SOUTH GOVERNMENT SHELTER
 RP0785'BELT ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 RP0785'
 RP0785'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RP0785
 RP0785                          STATION RECOVERY (1963)
 RP0785
 RP0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0785'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RP0785'THE STATION MARK AND R.M. NO. 2 WERE IN A CULTIVATED FIELD AND IN
 RP0785'THE WAY OF CULTIVATION.  THE SURFACE AND UNDERGROUND MARKS
 RP0785'WERE LOWERED VERTICALLY.  R.M. NO. 2 WAS MOVED FROM THE
 RP0785'CULTIVATED FIELD.  THE AZIMUTH MARK FOUND IN GOOD CONDITION
 RP0785'BUT A LARGE BILLBOARD HAS BEEN ERECTED JUST EAST OF THE MARK
 RP0785'AND IT IS NOT VISABLE FROM THE GROUND AT THE STATION.
 RP0785'
 RP0785'THE STATION IS ABOUT 135 FEET NORTH OF THE CENTERLINE OF THE
 RP0785'NORTH LANE OF INTERSTATE HIGHWAY 94 AND 35 FEET NORTH OF
 RP0785'A METAL WITNESS POST THAT IS 0.5 FOOT NORTH OF NORTH RIGHT
 RP0785'OF WAY OF INTERSTATE.  THS STATION MARK IS ABOUT 13 INCHES
 RP0785'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED HOWES
 RP0785'1954 1963.  THERE IS A BILLBOARD, ADVERTISING THE SWANEE MOTEL,
 RP0785'JUST SOUTHWEST OF THE STATION.
 RP0785'
 RP0785'R.M. NO. 1 IS EAST-SOUTHEAST OF THE STATION, 4 FEET NORTH OF
 RP0785'THE NORTH RIGHT OF WAY FENCE OF INTERSTATE AND 1 FOOT NORTHWEST
 RP0785'OF A WOODEN WITNESS POST.  THE MARK IS ABOUT FLUSH WITH THE
 RP0785'GROUND AND THE DISK IS STAMPED HOWES NO 1 1954.
 RP0785'
 RP0785'R.M. NO. 3 IS SOUTH-SOUTHWEST OF THE STATION, 1 FOOT NORTH OF THE
 RP0785'RIGHT OF WAY FENCE ALONG THE NORTH SIDE OF THE INTERSTATE AND 1.5
 RP0785'FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK PROJECTS ABOUT
 RP0785'1 FOOT AND THE DISK IS STAMPED HOWES NO 3 1954.
 RP0785'
 RP0785'THE AZIMUTH MARK IS 0.55 MILE WEST OF THE STATION, 135 FEET
 RP0785'NORTH OF THE CENTERLINE OF THE NORTH LANE OF INTERSTATE 94,
 RP0785'ABOUT 35 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE OF INTERSTATE,
 RP0785'2.5 FEET EAST-NORTHEAST OF A WOODEN WITNESS POST AND BETWEEN
 RP0785'THE WITNESS POST AND A LARGE BILLBOARD ADVERTISING NORTH
 RP0785'DAKOTA DAIRY PRODUCTS.
 RP0785'
 RP0785'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND STATE
 RP0785'HIGHWAY 18, ABOUT 1 MILE SOUTH OF CASSELTON, GO WEST ON
 RP0785'INTERSTATE 94 FOR 10.6 MILES TO THE OVERPASS AT THE EMBDEN EXIT,
 RP0785'CONTINUE WEST ON THE INTERSTATE FOR 0.45 MILE TO THE STATION
 RP0785'ON THE RIGHT AS DESCRIBED.
 RP0785
 RP0785                          STATION RECOVERY (1965)
 RP0785
 RP0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JFS)
 RP0785'STA. MK. HAS APPARENTLY BEEN LOWERED IN PLACE IN 1963.  IT IS NOW
 RP0785'ABOUT 6 IN. BELOW GROUND.
 RP0785'
 RP0785'REF. MK. NO. 2 WAS NOT FOUND AND HAS APPARENTLY BEEN REPLACED
 RP0785'BY REF. MK. NO. 3, 34.08 FT. S. OF STA. MK.
 RP0785'
 RP0785'REF. MK. NO. 1 AND AZ. MK. FOUND IN GOOD CONDITION.
 RP0785'
 RP0785'U.S. HWY. 10 IS NOW THE W. BOUND LANE OF INTERSTATE HWY. 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1755 ***********************************************************************
 TE1755  DESIGNATION -  HUFF LUTH CHURCH SPIRE
 TE1755  PID         -  TE1755
 TE1755  STATE/COUNTY-  ND/NELSON
 TE1755  USGS QUAD   -  BROCKET (1971)
 TE1755
 TE1755                         *CURRENT SURVEY CONTROL
 TE1755  ___________________________________________________________________
 TE1755* NAD 83(1996)-  48 11 24.58462(N)    098 21 30.04276(W)     ADJUSTED  
 TE1755* NAVD 88     -                                                        
 TE1755  ___________________________________________________________________
 TE1755  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 TE1755  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE1755
 TE1755  HORZ ORDER  -  THIRD
 TE1755
 TE1755.The horizontal coordinates were established by classical geodetic methods
 TE1755.and adjusted by the National Geodetic Survey in January 1998..
 TE1755
 TE1755
 TE1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1755
 TE1755.The geoid height was determined by GEOID03.
 TE1755
 TE1755;                    North         East     Units Scale Factor Converg.
 TE1755;SPC ND N     -   134,538.069   759,203.039   MT  0.99993753   +1 35 37.2
 TE1755;SPC ND N     -   441,397.86  2,490,823.62   iFT  0.99993753   +1 35 37.2
 TE1755;UTM  14      - 5,337,635.374   547,688.285   MT  0.99962794   +0 28 41.8
 TE1755
 TE1755                          SUPERSEDED SURVEY CONTROL
 TE1755
 TE1755  NAD 83(1986)-  48 11 24.58281(N)    098 21 30.04071(W) AD(       ) 4
 TE1755  NAD 27      -  48 11 24.57906(N)    098 21 28.66375(W) AD(       ) 3
 TE1755
 TE1755.Superseded values are not recommended for survey control.
 TE1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1755.See file dsdata.txt to determine how the superseded data were derived.
 TE1755
 TE1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU4768837635(NAD 83)
 TE1755_MARKER: 90 = CHURCH SPIRE
 TE1755
 TE1755  HISTORY     - Date     Condition        Report By
 TE1755  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1755
 TE1755                          STATION DESCRIPTION
 TE1755
 TE1755'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0849 ***********************************************************************
 RR0849  DESIGNATION -  HUFF NORTHWEST BASE
 RR0849  PID         -  RR0849
 RR0849  STATE/COUNTY-  ND/MORTON
 RR0849  USGS QUAD   -  HUFF (1971)
 RR0849
 RR0849                         *CURRENT SURVEY CONTROL
 RR0849  ___________________________________________________________________
 RR0849* NAD 83(1996)-  46 37 27.76508(N)    100 39 26.72929(W)     ADJUSTED  
 RR0849* NAVD 88     -       524.71   (+/-2cm)    1721.5    (feet)  VERTCON   
 RR0849  ___________________________________________________________________
 RR0849  X           -    -811,589.477 (meters)                     COMP
 RR0849  Y           -  -4,312,779.565 (meters)                     COMP
 RR0849  Z           -   4,613,552.667 (meters)                     COMP
 RR0849  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RR0849  ELLIP HEIGHT-         503.23  (meters)          (01/23/98) GPS OBS
 RR0849  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 RR0849
 RR0849  HORZ ORDER  -  SECOND
 RR0849  VERT ORDER  -  THIRD ? (See Below)
 RR0849  ELLP ORDER  -  FOURTH    CLASS I
 RR0849
 RR0849.The horizontal coordinates were established by classical geodetic methods
 RR0849.and adjusted by the National Geodetic Survey in January 1998..
 RR0849
 RR0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0849.The vertical order pertains to the NGVD 29 superseded value.
 RR0849
 RR0849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0849
 RR0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0849
 RR0849.The ellipsoidal height was determined by GPS observations
 RR0849.and is referenced to NAD 83.
 RR0849
 RR0849.The geoid height was determined by GEOID03.
 RR0849
 RR0849;                    North         East     Units Scale Factor Converg.
 RR0849;SPC ND S     -   106,467.846   587,943.949   MT  0.99994256   -0 06 53.4
 RR0849;SPC ND S     -   349,303.96  1,928,949.96   iFT  0.99994256   -0 06 53.4
 RR0849;UTM  14      - 5,164,758.271   373,113.947   MT  0.99979790   -1 12 17.6
 RR0849
 RR0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0849!SPC ND S     -   0.99992112  x   0.99994256  =   0.99986369
 RR0849!UTM  14      -   0.99992112  x   0.99979790  =   0.99971904
 RR0849
 RR0849|---------------------------------------------------------------------|
 RR0849| PID    Reference Object                     Distance      Geod. Az  |
 RR0849|                                                           dddmmss.s |
 RR0849| CO5647 HUFF NORTHWEST BASE RM 1             29.718 METERS 01526     |
 RR0849| RR0843 ABERDEEN MINOT AMBER 4 BCN 47       APPROX.11.8 KM 0915753.5 |
 RR0849| CO5646 HUFF NORTHWEST BASE AZ MK                          1144438.6 |
 RR0849| CO5648 HUFF NORTHWEST BASE RM 2             53.477 METERS 12235     |
 RR0849| CO5649 HUFF NW BASE AZ MK RESET                           1411825.9 |
 RR0849|---------------------------------------------------------------------|
 RR0849
 RR0849                          SUPERSEDED SURVEY CONTROL
 RR0849
 RR0849  NAD 83(1986)-  46 37 27.75706(N)    100 39 26.71589(W) AD(       ) 2
 RR0849  NAD 27      -  46 37 27.78000(N)    100 39 25.27300(W) AD(       ) 2
 RR0849  NGVD 29 (07/19/86)  524.29   (m)         1720.1    (f) LEVELING    3  
 RR0849
 RR0849.Superseded values are not recommended for survey control.
 RR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0849.See file dsdata.txt to determine how the superseded data were derived.
 RR0849
 RR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7311464758(NAD 83)
 RR0849_MARKER: DS = TRIANGULATION STATION DISK
 RR0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0849_SP_SET: CONCRETE POST
 RR0849_STAMPING: HUFF NORTHWEST BASE 1934
 RR0849_MARK LOGO: CGS   
 RR0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0849+STABILITY: SURFACE MOTION
 RR0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0849+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 RR0849
 RR0849  HISTORY     - Date     Condition        Report By
 RR0849  HISTORY     - 1934     MONUMENTED       CGS
 RR0849  HISTORY     - 1934     GOOD             NDGS
 RR0849  HISTORY     - 1934     GOOD             CGS
 RR0849  HISTORY     - 1935     GOOD             NDGS
 RR0849  HISTORY     - 1948     GOOD             CGS
 RR0849  HISTORY     - 1951     GOOD             LOCSUR
 RR0849  HISTORY     - 1957     GOOD             CGS
 RR0849  HISTORY     - 1960     GOOD             USGS
 RR0849  HISTORY     - 19910808 GOOD             NGS
 RR0849
 RR0849                          STATION DESCRIPTION
 RR0849
 RR0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0849'STATION IS ON A HILL ABOUT 1/4 MILE W OF THE GRAIN ELEVATOR
 RR0849'IN THE SMALL TOWN OF HUFF, WHICH IS ABOUT 14 MILES SSW OF
 RR0849'BISMARCK, ON THE W BANK OF THE MISSOURI RIVER.  THE MARK WAS
 RR0849'PLACED 99 FEET S OF THE SW CORNER OF THE CEMETERY.  THE STATION
 RR0849'IS ON THE LAND OF MR. S.T. TOOL, AND IS ABOUT 1/4 MILE NW OF
 RR0849'THE WHITE CHURCH LOCATED ON THE SAME HILL, SEC. 6, T 136 N,
 RR0849'R 79 W.
 RR0849'
 RR0849'THE MISSOURI RIVER COMMISSION MARKER IS N OF THE STATION.
 RR0849'THE CAP, WHICH ORIGINALLY WAS ON IT, HAS EVIDENTLY BEEN BROKEN
 RR0849'OR DESTROYED, FOR THERE WAS NO EVIDENCE OF IT NEAR THE MARKER.
 RR0849'THE MARKER WAS PART OF THE MISSOURI RIVER COMMISSION SURVEY.
 RR0849'
 RR0849'THE STATION, REFERENCE AND AZIMUTH MARKS, ARE STANDARD BRONZE
 RR0849'DISKS SET IN CONCRETE.
 RR0849'
 RR0849'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 11 FEET S OF THE
 RR0849'SW CORNER OF THE CEMETERY, AND 1-1/2 FEET S OF THE CEMETERY
 RR0849'FENCE.
 RR0849'
 RR0849'REFERENCE MARK NO. 2 IS SE OF THE STATION.
 RR0849'
 RR0849'THE AZIMUTH MARK IS ESE OF THE STATION.  IT IS LOCATED 22 FEET
 RR0849'E OF A N AND S COUNTRY ROAD LOCATED ON THE SOUTHERN PART OF
 RR0849'THE TOWN.
 RR0849'
 RR0849'A 15-FOOT STAND WAS ERECTED.
 RR0849
 RR0849                          STATION RECOVERY (1934)
 RR0849
 RR0849'RECOVERY NOTE BY NORTH DAKOTA GEODETIC SURVEY 1934
 RR0849'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0849'STATION MARK IS AN 0.8-FOOT SQUARE CONCRETE MARKER STAMPED
 RR0849'HUFF NORTHWEST BASE 1934.  IT PROJECTS 8 INCHES AND IS ABOUT
 RR0849'315 FEET NNW OF NE-SW FENCE LINE.
 RR0849'
 RR0849'REFERENCE MARK NO. 1 IS AN 0.8-FOOT SQUARE CONCRETE MARKER
 RR0849'STAMPED HUFF NORTHWEST BASE NO. 1, 1934.  IT PROJECTS 6 INCHES
 RR0849'AND IS 224.3 FEET NNE OF REFERENCE MARK NO. 2, 97.7 FEET NE
 RR0849'OF HUFF NORTHWEST BASE 1934, 11 FEET SE OF W CORNER OF CEMETERY
 RR0849'FENCE, AND 1.3 FEET SW OF SE-NW FENCE LINE.
 RR0849'
 RR0849'REFERENCE MARK NO. 2 IS AN 0.8-FOOT SQUARE CONCRETE MARKER
 RR0849'STAMPED HUFF NORTHWEST BASE NO. 2, 1934.  IT PROJECTS 8 INCHES
 RR0849'AND IS 190 FEET W OF NW-SE FENCE LINE, 175.6 FEET SE OF HUFF
 RR0849'NORTHWEST BASE, 1934, AND 162 FEET NW OF SW-NE FENCE LINE.
 RR0849'
 RR0849'THE AZIMUTH MARK IS AN 0.8-FOOT SQUARE CONCRETE MARKER, STAMPED
 RR0849'HUFF NORTHWEST BASE AZIMUTH 1934.  IT PROJECTS 3 INCHES AND
 RR0849'IS 0.14 MILE S OF PITZERS STORE IN HUFF, 0.10 MILE S OF WATER
 RR0849'TOWER IN HUFF, 98.3 FEET W OF W RAIL OF NORTHERN PACIFIC
 RR0849'RAILROAD, 68.2 FEET W BY N OF CENTER LINE OF CULVERT UNDER
 RR0849'DIRT SIDE LANE, 31.1 FEET E OF CENTER LINE OF DIRT ROAD.
 RR0849'DESCRIPTION GIVES 22 FEET.
 RR0849
 RR0849                          STATION RECOVERY (1934)
 RR0849
 RR0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RR0849'RECOVERED IN GOOD CONDITION.
 RR0849
 RR0849                          STATION RECOVERY (1935)
 RR0849
 RR0849'RECOVERY NOTE BY NORTH DAKOTA GEODETIC SURVEY 1935
 RR0849'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0849'STATION MARK IS AN 0.8-FOOT SQUARE CONCRETE MARKER STAMPED
 RR0849'HUFF NORTHWEST BASE, 1934, LOCATED APPROXIMATELY 315 FEET
 RR0849'NNW OF NE-SW FENCE LINE AND PROJECTS 0.4 FOOT.
 RR0849'
 RR0849'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE MONUMENT STAMPED
 RR0849'HUFF NORTHWEST BASE NO. 1, 1934.  IT IS 224.34 FEET NNE OF
 RR0849'HUFF NORTHWEST BASE NO. 2, 1934, AND PROJECTS 0.3 FOOT.
 RR0849'
 RR0849'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE MONUMENT STAMPED
 RR0849'HUFF NORTHWEST BASE NO. 2, 1934.  IT IS 190.1 FEET W OF
 RR0849'NW-SE FENCE LINE AND 162 FEET NW OF SW-NE FENCE LINE (APPROXIMATE
 RR0849'DISTANCE) AND PROJECTS 0.3 FOOT.
 RR0849'
 RR0849'THE AZIMUTH MARK IS AN 0.8-FOOT SQUARE CONCRETE MONUMENT STAMPED
 RR0849'HUFF NORTHWEST BASE AZIMUTH 1934.  STATION IS 0.14 MILE S OF
 RR0849'KLEINS STORE IN HUFF, 0.109 MILES S OF WATER TOWER ALONG THE
 RR0849'NORTHERN PACIFIC RAILROAD TRACK, 98.33 FEET W OF W RAIL OF THE
 RR0849'NORTHERN PACIFIC RAILROAD, 68.2 FEET W BY N OF CENTER LINE OF
 RR0849'CULVERT UNDER DIRT SIDE LANE.  AND 31.14 FEET E OF CENTER LINE
 RR0849'OF DIRT COUNTY ROAD AND PROJECTS 0.3 FOOT.  ORIGINAL
 RR0849'DESCRIPTION SHOWS THIS DISTANCE TO BE 22 FEET.
 RR0849
 RR0849                          STATION RECOVERY (1948)
 RR0849
 RR0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0849'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 WITH
 RR0849'THE EXCEPTION OF THE AZIMUTH MARK WHICH IS BELIEVED TO HAVE
 RR0849'BEEN DESTROYED, SINCE THE COUNTY ROAD HAS BEEN WIDENED.  A
 RR0849'NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 RR0849'
 RR0849'THE STATION IS LOCATED ABOUT 0.25 MILE WEST OF THE HUFF RAILROAD
 RR0849'STATION, 1 MILE WEST OF THE MISSOURI RIVER, 90 FEET SOUTHWEST
 RR0849'OF THE MARTINS CATHOLIC CHURCH CEMETERY, AND ON LAND OWNED BY
 RR0849'S.T. TOOL OF MANDAN.
 RR0849'
 RR0849'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE A
 RR0849'STANDARD BRONZE DISK SET IN CONCRETE.
 RR0849'
 RR0849'REFERENCE MARK NO. 1 IS 29.718 METERS (97.50 FEET) NORTH-NORTHEAST
 RR0849'OF THE STATION, 11 FEET EAST OF THE SOUTHWEST CORNER OF THE
 RR0849'CEMETERY AND 1-1/2 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 RR0849'4 INCHES, AND THE DISK IS STAMPED HUFF NORTHWEST BASE NO 1 1934.
 RR0849'
 RR0849'REFERENCE MARK NO. 2 IS 53.477 METERS (175.45 FEET) SOUTHEAST
 RR0849'OF THE STATION AND IN OPEN PASTURE LAND.  THE MARK PROJECTS
 RR0849'4 INCHES, AND THE DISK IS STAMPED HUFF NORTHWEST BASE NO 2 1934.
 RR0849'
 RR0849'THE AZIMUTH MARK IS 0.5 MILE SOUTHEAST OF THE STATION, 23 FEET
 RR0849'EAST OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT ROAD,
 RR0849'2 FEET EAST OF A WITNESS POST AND IN THE NORTHWEST CORNER OF
 RR0849'A CULTIVATED FIELD.  THE MARK PROJECTS 5 INCHES, AND THE DISK
 RR0849'IS STAMPED HUFF N W BASE AZIMUTH RESET 1948.
 RR0849'
 RR0849'A TRAVERSE CONNECTION WAS MADE FROM HUFF NORTHWEST BASE 1934
 RR0849'TO MO. R.C. MARKER NO. 192/1.  IT IS 2.360 METERS (7.74 FEET)
 RR0849'NORTH-NORTHEAST OF THE STATION.
 RR0849'
 RR0849'A 15 FOOT STAND WAS ERECTED.
 RR0849'
 RR0849'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 RR0849
 RR0849                          STATION RECOVERY (1951)
 RR0849
 RR0849'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951 (FJB)
 RR0849'THE AZIMUTH MARK WAS FOUND ON A LAWN IN TOWN, AND TURNED IN
 RR0849'TO SHERIFFS OFFICE.
 RR0849'
 RR0849'AZIMUTH MARK DISK STAMPED HUFF NW BASE RESET 1948 RECEIVED
 RR0849'AT THIS OFFICE 9/20/51.
 RR0849
 RR0849                          STATION RECOVERY (1957)
 RR0849
 RR0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0849'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0849'CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN 1951
 RR0849'BUT THIS MARK WAS FOUND AS DESCRIBED IN THE 1948 DESCRIPTION.
 RR0849'EVIDENTLY THE DISK THAT WAS SENT TO THE WASHINGTON OFFICE WAS
 RR0849'AN EXTRA DISK THAT WAS STAMPED AT TIME MARK WAS RESET.
 RR0849
 RR0849                          STATION RECOVERY (1960)
 RR0849
 RR0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RR0849'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0849
 RR0849                          STATION RECOVERY (1991)
 RR0849
 RR0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RR0849'THE STATION IS LOCATED IN HUFF ABOUT 22.5 KM (14.0 MI) SOUTH-SOUTHWEST
 RR0849'OF BISMARK AND 1.6 KM (1.0 MI) WEST OF THE MISSOURI RIVER.
 RR0849'OWNERSHIP--UNKNOWN.
 RR0849'TO REACH THE STATION FROM THE HUFF BAR, LOCATED ON STATE ROUTE 1806 IN
 RR0849'HUFF, GO SOUTHEASTERLY ON ROUTE 1806 FOR 0.32 KM (0.20 MI) TO A
 RR0849'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT, WESTERLY, FOR 0.16 KM
 RR0849'(0.10 MI) TOWARDS ST. MARTINS CHURCH AND A MOWED LANE ON THE RIGHT.
 RR0849'TURN RIGHT, NORTHWESTERLY, FOR 0.08 KM (0.05 MI) TO THE ENTRANCE GATE
 RR0849'TO ST. MARTINS CEMETERY.  TURN LEFT, SOUTHERLY, ON A MOWED LANE ON
 RR0849'THE OUTSIDE OF THE CEMETERY FOR 0.16 KM (0.10 MI) TO A WIRE GATE ON
 RR0849'THE RIGHT LEADING TO A HAY FIELD.  TURN RIGHT, THROUGH GATE AND
 RR0849'PROCEED WESTERLY ACROSS HAY FIELD FOR 0.08 KM (0.05 MI) TO A HIGH
 RR0849'POINT OF HILL AND THE STATION.
 RR0849'THE STATION IS LOCATED 30.2 M (99.1 FT) SOUTH FROM THE SOUTHWEST
 RR0849'CORNER OF THE CEMETERY, 0.31 M (1.02 FT) NORTH FROM A FIBERGLASS
 RR0849'WITNESS POST, 2.4 M (7.9 FT) SOUTH FROM MARKER NO. 192/1 (MO.R.C.)
 RR0849'AND PROJECTS ABOUT 15-CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0841 ***********************************************************************
 RR0841  DESIGNATION -  HUFF SOUTHEAST BASE
 RR0841  PID         -  RR0841
 RR0841  STATE/COUNTY-  ND/MORTON
 RR0841  USGS QUAD   -  FORT RICE (1971)
 RR0841
 RR0841                         *CURRENT SURVEY CONTROL
 RR0841  ___________________________________________________________________
 RR0841* NAD 83(1996)-  46 33 51.61195(N)    100 34 58.89239(W)     ADJUSTED  
 RR0841* NAVD 88     -       499.61   (+/-2cm)    1639.1    (feet)  VERTCON   
 RR0841  ___________________________________________________________________
 RR0841  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 RR0841  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RR0841
 RR0841  HORZ ORDER  -  SECOND
 RR0841  VERT ORDER  -  THIRD ? (See Below)
 RR0841
 RR0841.The horizontal coordinates were established by classical geodetic methods
 RR0841.and adjusted by the National Geodetic Survey in January 1998..
 RR0841
 RR0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0841.The vertical order pertains to the NGVD 29 superseded value.
 RR0841
 RR0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0841
 RR0841.The geoid height was determined by GEOID03.
 RR0841
 RR0841;                    North         East     Units Scale Factor Converg.
 RR0841;SPC ND S     -    99,784.995   593,634.595   MT  0.99994693   -0 03 38.0
 RR0841;SPC ND S     -   327,378.59  1,947,620.06   iFT  0.99994693   -0 03 38.0
 RR0841;UTM  14      - 5,157,969.473   378,675.623   MT  0.99978093   -1 08 58.7
 RR0841
 RR0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0841!SPC ND S     -   0.99992508  x   0.99994693  =   0.99987201
 RR0841!UTM  14      -   0.99992508  x   0.99978093  =   0.99970602
 RR0841
 RR0841|---------------------------------------------------------------------|
 RR0841| PID    Reference Object                     Distance      Geod. Az  |
 RR0841|                                                           dddmmss.s |
 RR0841| CO5651 HUFF SOUTHEAST BASE RM 1             20.270 METERS 14113     |
 RR0841| CO5650 HUFF SOUTHEAST BASE AZ MK                          3154149.9 |
 RR0841| CO5652 HUFF SOUTHEAST BASE RM 2             16.710 METERS 34714     |
 RR0841|---------------------------------------------------------------------|
 RR0841
 RR0841                          SUPERSEDED SURVEY CONTROL
 RR0841
 RR0841  NAD 83(1986)-  46 33 51.60321(N)    100 34 58.88010(W) AD(       ) 2
 RR0841  NAD 27      -  46 33 51.62600(N)    100 34 57.44400(W) AD(       ) 2
 RR0841  NGVD 29 (07/19/86)  499.20   (m)         1637.8    (f) LEVELING    3  
 RR0841
 RR0841.Superseded values are not recommended for survey control.
 RR0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0841.See file dsdata.txt to determine how the superseded data were derived.
 RR0841
 RR0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7867657969(NAD 83)
 RR0841_MARKER: DS = TRIANGULATION STATION DISK
 RR0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0841
 RR0841  HISTORY     - Date     Condition        Report By
 RR0841  HISTORY     - 1934     MONUMENTED       CGS
 RR0841  HISTORY     - 1934     GOOD             NDGS
 RR0841  HISTORY     - 1935     GOOD             NDGS
 RR0841  HISTORY     - 1947     GOOD             CGS
 RR0841  HISTORY     - 1957     GOOD             CGS
 RR0841  HISTORY     - 1960     GOOD             USGS
 RR0841
 RR0841                          STATION DESCRIPTION
 RR0841
 RR0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0841'STATION IS LOCATED ABOUT 20 FEET FROM THE EDGE OF BANK DESCENDING
 RR0841'TO THE MISSOURI RIVER ON THE E.  ABOUT 0.2 MILE E OF THE NORTHERN
 RR0841'PACIFIC RAILROAD TRACKS RUNNING N AND S AND ABOUT 200 YARDS N OF
 RR0841'THE FARM BUILDINGS OF HERMAN BLIESE.  IT IS APPROXIMATELY 5.5
 RR0841'MILES S OF THE TOWN OF HUFF, SEC. 22, T 136 N, R 79 W.
 RR0841'
 RR0841'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0841'BRONZE DISKS SET IN CONCRETE.
 RR0841'
 RR0841'REFERENCE MARK NO. 1 IS 22.0 FEET E OF NS FENCE LINE.
 RR0841'
 RR0841'REFERENCE MARK NO. 2 IS 1.0 FOOT W OF NS FENCE LINE.
 RR0841'
 RR0841'AZIMUTH MARK IS NW OF STATION AND IS IN THE INTERSECTION OF A
 RR0841'NS AND EW FENCE LINE.  IT IS 2.0 FEET E OF THE NS FENCE LINE AND
 RR0841'3.5 FEET S OF THE EW FENCE LINE.  IT IS ALSO ABOUT 75 YARDS E OF
 RR0841'THE RAILROAD TRACKS.
 RR0841'
 RR0841'TO REACH THE STATION FROM THE TOWN OF HUFF, DRIVE IN A
 RR0841'SOUTHEASTERLY DIRECTION ON GRADED ROAD ALONG RAILROAD TRACKS FOR
 RR0841'A DISTANCE OF 5.0 MILES FROM THE ELEVATORS IN HUFF.  AT THIS POINT
 RR0841'LEAVE GRADED ROAD AND CONTINUE ALONG FENCE FOR 0.1 MILE TO A GATE
 RR0841'IN THE RIGHT-OF-WAY FENCE.  CROSS TRACKS HERE, GO THROUGH ANOTHER
 RR0841'GATE AND DRIVE E 0.3 MILE TO STATION.
 RR0841'
 RR0841'A 30-FOOT TOWER CLEARS ALL LINES.
 RR0841
 RR0841                          STATION RECOVERY (1934)
 RR0841
 RR0841'RECOVERY NOTE BY NORTH DAKOTA GEODETIC SURVEY 1934
 RR0841'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0841'STATION MARK IS A 1-FOOT SQUARE CONCRETE MARKER STAMPED
 RR0841'HUFF SOUTHEAST BASE 1934.  IT PROJECTS 10 INCHES AND IS
 RR0841'ABOUT 159 FEET N OF EW FENCE LINE, 24.8 FEET W OF W BANK OF
 RR0841'MISSOURI RIVER, AND 4.4 FEET W OF NS FENCE LINE.
 RR0841'
 RR0841'REFERENCE MARK NO. 1 IS A 1-FOOT SQUARE CONCRETE MARKER
 RR0841'STAMPED HUFF SOUTHEAST BASE NO. 1 1934.  IT PROJECTS 8 INCHES
 RR0841'AND IS 66.6 FEET SE OF HUFF SOUTHEAST BASE, 22.3 FEET E OF NS
 RR0841'FENCE LINE, AND 10 FEET W OF W BANK OF MISSOURI RIVER.
 RR0841'
 RR0841'REFERENCE MARK NO. 2 IS A 1-FOOT SQUARE CONCRETE MARKER
 RR0841'STAMPED HUFF SOUTHEAST BASE NO. 2 1934.  IT PROJECTS 3 INCHES AND
 RR0841'IS 118.5 FEET NNW OF REFERENCE MARK NO. 1, 54.9 FEET N OF HUFF
 RR0841'SOUTHEAST BASE, 44.3 FEET S OF CORNER OF N-S, E-W FENCE, 17 FEET
 RR0841'W OF W BANK OF MISSOURI RIVER, AND 1.8 FEET W OF N-S FENCE LINE.
 RR0841'
 RR0841'THE AZIMUTH MARK IS A 1-FOOT SQUARE CONCRETE MARKER STAMPED
 RR0841'HUFF SOUTHEAST BASE AZIMUTH 1934.  IT PROJECTS 6 INCHES AND IS
 RR0841'255.3 FEET E OF E RAIL OF NORTHERN PACIFIC LINE, APPROXIMATELY
 RR0841'156 YARDS W OF W BANK OF MISSOURI RIVER, 4.08 FEET SE OF CORNER
 RR0841'POST OF N-S, E-W FENCE LINE, 3.9 FEET S OF E-W FENCE LINE, AND
 RR0841'1.9 FEET E OF N-S FENCE LINE.
 RR0841
 RR0841                          STATION RECOVERY (1935)
 RR0841
 RR0841'RECOVERY NOTE BY NORTH DAKOTA GEODETIC SURVEY 1935
 RR0841'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0841'STATION MARK IS A 1-FOOT SQUARE CONCRETE MONUMENT STAMPED
 RR0841'HUFF SOUTHEAST BASE 1934.  IT PROJECTS 0.4 FOOT AND IS
 RR0841'159.0 FEET N OF E-W FENCE LINE (APPROXIMATE DISTANCE), 24.75 FEET
 RR0841'W OF W BANK OF THE MISSOURI RIVER (ORIGINAL DESCRIPTION SHOWS
 RR0841'THIS TO BE 20.0 FEET) AND 4.35 FEET W OF N-S FENCE LINE.
 RR0841'
 RR0841'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE MONUMENT STAMPED
 RR0841'HUFF SOUTHEAST BASE NO. 1, 1934.  IT PROJECTS 0.4 FEET AND IS
 RR0841'22.3 FEET E OF N-S FENCE LINE, AND 9.5 FEET W OF W BANK OF THE
 RR0841'MISSOURI RIVER.
 RR0841'
 RR0841'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE MONUMENT STAMPED
 RR0841'HUFF SOUTHEAST BASE NO. 2, 1934.  IT PROJECTS 0.3 FOOT, AND IS
 RR0841'118.45 FEET NNW OF REFERENCE MARK, HUFF SOUTHEAST BASE NO. 1,
 RR0841'1934, 44.35 FEET S OF CORNER OF N-S, E-W FENCE LINE, 17 FEET W OF
 RR0841'W BANK OF MISSOURI RIVER AND 1.75 FEET W OF N-S FENCE LINE.
 RR0841'
 RR0841'THE AZIMUTH MARK IS A 1-FOOT SQUARE CONCRETE MONUMENT STAMPED
 RR0841'HUFF SOUTHEAST BASE AZIMUTH 1934.  IT IS 255.26 FEET E OF E RAIL
 RR0841'OF THE NORTHERN PACIFIC RAILROAD TRACK, APPROXIMATELY 156 YARDS W
 RR0841'OF W BANK OF THE MISSOURI RIVER, AND 4.08 FEET SE OF CORNER POST
 RR0841'OF N-S, E-W FENCE LINE.
 RR0841
 RR0841                          STATION RECOVERY (1947)
 RR0841
 RR0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LBO)
 RR0841'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0841'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0841
 RR0841                          STATION RECOVERY (1957)
 RR0841
 RR0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0841'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0841'CONDITION.  THE LAND ON WHICH THE STATION IS LOCATED IS
 RR0841'STILL OWNED BY MR. HERMAN BLIESE AND STATION IS BEST REACHED BY
 RR0841'GOING NORTH FROM HIS FARM HOUSE FOR ABOUT 0.15 MILE.  THE AZIMUTH
 RR0841'MARK IS NORTHWEST OF THE STATION, ABOUT 75 YARDS EAST OF THE
 RR0841'RAILROAD AND IS IN A FENCE CORNER ABOUT OPPOSITE MILEPOST 24.
 RR0841
 RR0841                          STATION RECOVERY (1960)
 RR0841
 RR0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RR0841'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2086 ***********************************************************************
 TE2086  DESIGNATION -  HUGH
 TE2086  PID         -  TE2086
 TE2086  STATE/COUNTY-  ND/PIERCE
 TE2086  USGS QUAD   -  MYLO SE (1971)
 TE2086
 TE2086                         *CURRENT SURVEY CONTROL
 TE2086  ___________________________________________________________________
 TE2086* NAD 83(1996)-  48 30 20.64178(N)    099 30 15.08105(W)     ADJUSTED  
 TE2086* NAVD 88     -       482.6    (meters)    1583.     (feet)  VERTCON   
 TE2086  ___________________________________________________________________
 TE2086  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 TE2086  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 TE2086
 TE2086  HORZ ORDER  -  SECOND
 TE2086
 TE2086.The horizontal coordinates were established by classical geodetic methods
 TE2086.and adjusted by the National Geodetic Survey in January 1998..
 TE2086
 TE2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2086
 TE2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2086
 TE2086.The geoid height was determined by GEOID03.
 TE2086
 TE2086;                    North         East     Units Scale Factor Converg.
 TE2086;SPC ND N     -   167,888.414   673,578.738   MT  0.99996283   +0 44 27.7
 TE2086;SPC ND N     -   550,815.01  2,209,904.00   iFT  0.99996283   +0 44 27.7
 TE2086;UTM  14      - 5,372,635.657   462,758.871   MT  0.99961704   -0 22 39.6
 TE2086
 TE2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2086!SPC ND N     -   0.99992792  x   0.99996283  =   0.99989075
 TE2086!UTM  14      -   0.99992792  x   0.99961704  =   0.99954499
 TE2086
 TE2086|---------------------------------------------------------------------|
 TE2086| PID    Reference Object                     Distance      Geod. Az  |
 TE2086|                                                           dddmmss.s |
 TE2086| CO6998 HUGH RM 2                            10.633 METERS 09128     |
 TE2086| CO6997 HUGH RM 1                            15.772 METERS 16312     |
 TE2086| TE2018 REBAR 403                           APPROX. 5.0 KM 2534652.8 |
 TE2086|---------------------------------------------------------------------|
 TE2086
 TE2086                          SUPERSEDED SURVEY CONTROL
 TE2086
 TE2086  NAD 83(1986)-  48 30 20.64300(N)    099 30 15.07376(W) AD(       ) 2
 TE2086  NAD 27      -  48 30 20.64901(N)    099 30 13.57288(W) AD(       ) 2
 TE2086  NGVD 29 (07/19/86)  482.2    (m)         1582.     (f) VERT ANG       
 TE2086
 TE2086.Superseded values are not recommended for survey control.
 TE2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2086.See file dsdata.txt to determine how the superseded data were derived.
 TE2086
 TE2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6275972636(NAD 83)
 TE2086_MARKER: DD = SURVEY DISK
 TE2086_SETTING: 0 = UNSPECIFIED SETTING
 TE2086
 TE2086  HISTORY     - Date     Condition        Report By
 TE2086  HISTORY     - 1968     MONUMENTED       USGS
 TE2086
 TE2086                          STATION DESCRIPTION
 TE2086
 TE2086'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE2086'THE STATION IS LOCATED APPROX. 1.4 MI N. AND 14.0 MI W. OF CANDO, ON
 TE2086'THE N. SIDE STATE HWY. 17, NEAR THE CENTER OF SEC. 13, T. 158 N.,
 TE2086'R. 69 W.
 TE2086'
 TE2086'TO REACH THE STATION FROM THE INTERSECTION U. S. HWY. 281 AND STATE
 TE2086'HWY. 17, GO W. ALONG STATE HWY. 17 FOR 14.9 MI TO FENCE LINE N.,
 TE2086'TURN RIGHT (N.) AND GO ALONG FENCE LINE 0.3 MI TO TOP HILL AND
 TE2086'STATION.
 TE2086'
 TE2086'STATION MARK IS A STANDARD TABLET CRIMPED ON A 1/2 IN. COPPER COATED
 TE2086'ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG FILLED WITH GRAVEL
 TE2086'TO WITHIN 1 IN. OF CAP, STAMPED ET HUGH 1968, THE MARK IS FLUSH
 TE2086'WITH THE GROUND, 5 FT W. FENCE, 0.3 MI N. STATE HWY. 17, 4 FT W.
 TE2086'USGS WITNESS POST.
 TE2086'
 TE2086'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE2086'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, CENTERED TO
 TE2086'WITHIN 1 IN. OF CAP STAMPED HUGH NO 1 1968, THE MARK IS FLUSH WITH
 TE2086'THE GROUND, S. OF THE STATION, 1 FT W. OF FENCE LINE.
 TE2086'
 TE2086'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON A 1/2 IN.
 TE2086'COPPER COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG,
 TE2086'FILLED WITH GRAVEL TO 1 IN. OF CAP, STAMPED HUGH NO 2 1968, THE
 TE2086'MARK IS FLUSH WITH THE GROUND, E. OF THE STATION, 29 FT E. OF
 TE2086'FENCE.
 TE2086'
 TE2086'AZIMUTH MARK - NONE SET.
 TE2086'
 TE2086'REFERENCE AZIMUTH OBSERVED TO TOP CENTER CHURCH SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1332 ***********************************************************************
 SL1332  DESIGNATION -  HUGO
 SL1332  PID         -  SL1332
 SL1332  STATE/COUNTY-  ND/STEELE
 SL1332  USGS QUAD   -  SHERBROOKE (1968)
 SL1332
 SL1332                         *CURRENT SURVEY CONTROL
 SL1332  ___________________________________________________________________
 SL1332* NAD 83(1996)-  47 24 18.92124(N)    097 43 28.22076(W)     ADJUSTED  
 SL1332* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 SL1332  ___________________________________________________________________
 SL1332  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 SL1332  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 SL1332
 SL1332  HORZ ORDER  -  FIRST
 SL1332
 SL1332.The horizontal coordinates were established by classical geodetic methods
 SL1332.and adjusted by the National Geodetic Survey in January 1998..
 SL1332
 SL1332.The orthometric height was scaled from a topographic map.
 SL1332
 SL1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1332
 SL1332.The geoid height was determined by GEOID03.
 SL1332
 SL1332;                    North         East     Units Scale Factor Converg.
 SL1332;SPC ND N     -    48,832.113   809,447.373   MT  1.00000564   +2 03 55.2
 SL1332;SPC ND N     -   160,210.34  2,655,667.23   iFT  1.00000564   +2 03 55.2
 SL1332;UTM  14      - 5,250,988.935   596,233.877   MT  0.99971381   +0 56 20.5
 SL1332
 SL1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1332!SPC ND N     -   0.99994314  x   1.00000564  =   0.99994878
 SL1332!UTM  14      -   0.99994314  x   0.99971381  =   0.99965697
 SL1332
 SL1332:                Primary Azimuth Mark                     Grid Az
 SL1332:SPC ND N     -  LITTLE FORKS CHURCH SPIRE                042 32 30.8
 SL1332:UTM  14      -  LITTLE FORKS CHURCH SPIRE                043 40 05.5
 SL1332
 SL1332|---------------------------------------------------------------------|
 SL1332| PID    Reference Object                     Distance      Geod. Az  |
 SL1332|                                                           dddmmss.s |
 SL1332| SL1342 LITTLE FORKS CHURCH SPIRE           APPROX.23.6 KM 0443626.0 |
 SL1332| CO5656 HUGO RM 3                            27.359 METERS 13140     |
 SL1332| CO6317 VENTILATOR ON BARN                                 1980855.1 |
 SL1332| CO5653 HUGO AZ MK 3                                       2160907.0 |
 SL1332| CO5654 HUGO AZ MK 1                                       2205234.2 |
 SL1332| CO5657 HUGO RM 4                            23.641 METERS 22224     |
 SL1332| SL1336 BLABON ST ANTHONY DAK CO ELEV       APPROX. 4.7 KM 2671957.1 |
 SL1332| SL1346 FINLEY FARMERS GRAIN CO ELEV        APPROX.14.5 KM 3234550.3 |
 SL1332| SL1348 FINLEY MUNICIPAL TANK               APPROX.14.7 KM 3241936.7 |
 SL1332| SL1353 FINLEY LUTHERAN CHURCH SPIRE        APPROX.14.7 KM 3252455.0 |
 SL1332| CO5655 HUGO AZ MK 2                                       3283459.6 |
 SL1332|---------------------------------------------------------------------|
 SL1332
 SL1332                          SUPERSEDED SURVEY CONTROL
 SL1332
 SL1332  NAD 83(1986)-  47 24 18.91849(N)    097 43 28.21367(W) AD(       ) 1
 SL1332  NAD 27      -  47 24 18.94100(N)    097 43 26.86400(W) AD(       ) 1
 SL1332
 SL1332.Superseded values are not recommended for survey control.
 SL1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1332.See file dsdata.txt to determine how the superseded data were derived.
 SL1332
 SL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT9623450989(NAD 83)
 SL1332_MARKER: DS = TRIANGULATION STATION DISK
 SL1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1332
 SL1332  HISTORY     - Date     Condition        Report By
 SL1332  HISTORY     - 1941     MONUMENTED       CGS
 SL1332  HISTORY     - 1954     GOOD             CGS
 SL1332  HISTORY     - 1967     GOOD             CGS
 SL1332
 SL1332                          STATION DESCRIPTION
 SL1332
 SL1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1332'STATION IS ABOUT 9 MILES SE OF FINLEY, 20 YARDS N OF THE CENTER OF
 SL1332'SEC. 6, T. 145 N, R. 55 W, ON PROPERTY BELONGING TO THE F.W.
 SL1332'RICKER ESTATE.  IT IS IN THE CENTER OF A CULTIVATED FIELD, ON
 SL1332'THE SUMMIT OF A PROMINENT KNOLL, THE HIGHEST POINT IN THE
 SL1332'VICINITY ABOUT 0.25 MILE E OF A WELL-TRAVELLED N-S ROAD, AND
 SL1332'0.5 MILE SSE OF THE RICKER FARMHOUSE.  IT IS STAMPED HUGO 1941
 SL1332'AND PROJECTS ABOUT 4 INCHES.
 SL1332'
 SL1332'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 SL1332'CYLINDER.
 SL1332'
 SL1332'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 SL1332'
 SL1332'AZIMUTH MARK NO. 1 IS SW OF THE STATION, 32 FEET E OF THE CENTER
 SL1332'LINE OF THE N-S ROAD, AND 2 FEET S OF A WHITE REFERENCE POST.
 SL1332'IT IS STAMPED HUGO NO. 1 1941 AND PROJECTS ABOUT 4 INCHES.
 SL1332'
 SL1332'AZIMUTH MARK NO. 2 IS NW OF THE STATION, 29 FEET E OF THE
 SL1332'CENTER LINE OF THE SAME ROAD, AND 2-1/2 FEET N BY W OF A WHITE
 SL1332'REFERENCE POST.  IT IS STAMPED HUGO NO. 2 1941 AND PROJECTS ABOUT
 SL1332'10 INCHES.
 SL1332'
 SL1332'TO REACH THE STATION FROM FINLEY, GO E ON STATE HIGHWAY 7 FOR
 SL1332'5.0 MILES AND TURN RIGHT (S) ON A GRADED GRAVEL ROAD, GO 7.5
 SL1332'MILES TO THE RICKER PROPERTY AND THE MARK ON THE E SIDE OF THE
 SL1332'ROAD.
 SL1332'
 SL1332'A 100-FOOT SIGNAL AT WENDLICK IS VISIBLE AT 20 FEET.
 SL1332'
 SL1332'A 64-FOOT SIGNAL AT FINLEY MAGNETIC STATION IS VISIBLE AT 20 FEET.
 SL1332'
 SL1332'A 50-FOOT SIGNAL AT FRANKLIN IS VISIBLE AT 20 FEET.
 SL1332'
 SL1332'A 4-FOOT SIGNAL AT GOLDEN LAKE IS VISIBLE AT 20 FEET.
 SL1332'
 SL1332'A 90-FOOT SIGNAL AT LITLE FORKS IS VISIBLE AT 20 FEET.
 SL1332'
 SL1332'A 100-FOOT SIGNAL AT EDENDALE IS VISIBLE AT 20 FEET.
 SL1332'
 SL1332'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 SL1332
 SL1332                          STATION RECOVERY (1954)
 SL1332
 SL1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1332'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  AN AZIMUTH
 SL1332'MARK AND TWO NEW REFERENCE MARKS WERE SET.  NEW MARKS ARE
 SL1332'STANDARD BRONZE DISKS SET IN CONCRETE.
 SL1332'
 SL1332'REFERENCE MARK NO. 3, SOUTHEAST OF AND APPROXIMATELY 3 FEET LOWER
 SL1332'THAN THE STATION, IS ON A QUARTER-LINE BETWEEN TWO CULTIVATED
 SL1332'FIELDS, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED HUGO NO 3
 SL1332'1941.
 SL1332'
 SL1332'REFERENCE MARK NO. 4, SOUTHWEST OF AND APPROXIMATELY 4 FEET LOWER
 SL1332'THAN THE STATION, IS ON A QUARTER-LINE BETWEEN FIELDS, AN
 SL1332'PROJECTS 3 INCHES.  THE DISK IS STAMPED HUGO NO 4 1941.
 SL1332'
 SL1332'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE SOUTHWEST OF THE STATION,
 SL1332'IS 76 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF
 SL1332'A WITNESS POST, 2 FEET NORTH OF THIRD POWER POLE NORTH OF
 SL1332'CROSSROADS, AND PROJECTS 8 INCHES.  THE DISK IS STAMPED HUGO 1941
 SL1332'1954.
 SL1332
 SL1332                          STATION RECOVERY (1967)
 SL1332
 SL1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1332'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK
 SL1332'WERE RECOVERED AS DESCRIBED BY I.T.S. IN 1954, HOWEVER A METAL
 SL1332'WITNESS POST WAS SET 1.2 FEET WEST OF THE AZIMUTH MARK.
 SL1332'BECAUSE OF INTERFERENCE WITH CULTIVATION A WITNESS POST WAS NOT
 SL1332'SET AT THE STATION MARK.
 SL1332'
 SL1332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 SL1332'SOUTHEAST OF FINLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0929 ***********************************************************************
 RR0929  DESIGNATION -  HULETT
 RR0929  PID         -  RR0929
 RR0929  STATE/COUNTY-  ND/GRANT
 RR0929  USGS QUAD   -  PRETTY ROCK BUTTE (1972)
 RR0929
 RR0929                         *CURRENT SURVEY CONTROL
 RR0929  ___________________________________________________________________
 RR0929* NAD 83(1996)-  46 11 26.26963(N)    101 49 52.94828(W)     ADJUSTED  
 RR0929* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 RR0929  ___________________________________________________________________
 RR0929  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 RR0929  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 RR0929
 RR0929  HORZ ORDER  -  THIRD
 RR0929
 RR0929.The horizontal coordinates were established by classical geodetic methods
 RR0929.and adjusted by the National Geodetic Survey in January 1998..
 RR0929
 RR0929.The orthometric height was scaled from a topographic map.
 RR0929
 RR0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0929
 RR0929.The geoid height was determined by GEOID03.
 RR0929
 RR0929;                    North         East     Units Scale Factor Converg.
 RR0929;SPC ND S     -    59,113.163   497,227.154   MT  0.99999857   -0 58 15.9
 RR0929;SPC ND S     -   193,940.82  1,631,322.68   iFT  0.99999857   -0 58 15.9
 RR0929;UTM  14      - 5,119,125.459   281,517.839   MT  1.00018683   -2 02 38.6
 RR0929
 RR0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0929!SPC ND S     -   0.99988007  x   0.99999857  =   0.99987864
 RR0929!UTM  14      -   0.99988007  x   1.00018683  =   1.00006688
 RR0929
 RR0929:                Primary Azimuth Mark                     Grid Az
 RR0929:SPC ND S     -  COWAN SCHOOL                             072 06 31.5
 RR0929:UTM  14      -  COWAN SCHOOL                             073 10 54.2
 RR0929
 RR0929|---------------------------------------------------------------------|
 RR0929| PID    Reference Object                     Distance      Geod. Az  |
 RR0929|                                                           dddmmss.s |
 RR0929| RR0926 COWAN SCHOOL                        APPROX.10.1 KM 0710815.6 |
 RR0929| RR0936 COFFIN                              APPROX. 5.8 KM 2804519.9 |
 RR0929|---------------------------------------------------------------------|
 RR0929
 RR0929                          SUPERSEDED SURVEY CONTROL
 RR0929
 RR0929  NAD 83(1986)-  46 11 26.26121(N)    101 49 52.94510(W) AD(       ) 3
 RR0929  NAD 27      -  46 11 26.23598(N)    101 49 51.43881(W) AD(       ) 3
 RR0929
 RR0929.Superseded values are not recommended for survey control.
 RR0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0929.See file dsdata.txt to determine how the superseded data were derived.
 RR0929
 RR0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8151819125(NAD 83)
 RR0929_MARKER: DD = SURVEY DISK
 RR0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0929+STABILITY: SURFACE MOTION
 RR0929
 RR0929  HISTORY     - Date     Condition        Report By
 RR0929  HISTORY     - 1941     MONUMENTED       USGS
 RR0929
 RR0929                          STATION DESCRIPTION
 RR0929
 RR0929'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0929'LOCATED ABOUT 1000 FT E. OF COR. OF SECS. 4, 5, 8, AND 9, T. 131 N.,
 RR0929'R. 91 W. STATION IS ON LOW, FAIRLY SHARP - TOPPED RIDGE, ON LAND SAID
 RR0929'TO BELONG TO A BANK IN MINNEAPOLIS, AND LEASED BY CURT HULETT.
 RR0929'STATION IS ABOUT 90 FT S. OF LINE BETWEEN SECS. 4 AND 9, AND ABOUT 65
 RR0929'FT S. OF TELEPHONE POLE, AND IS HIGHEST POINT OF TOP.
 RR0929'
 RR0929'STANDARD TABLET SET IN TO TOP OF CONCRETE POST STAMPED---HULETT
 RR0929'1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0785 ***********************************************************************
 RR0785  DESIGNATION -  HULL CHRISTIAN REFORM CH SPIRE
 RR0785  PID         -  RR0785
 RR0785  STATE/COUNTY-  ND/EMMONS
 RR0785  USGS QUAD   -  SENGER LAKE SOUTH (1979)
 RR0785
 RR0785                         *CURRENT SURVEY CONTROL
 RR0785  ___________________________________________________________________
 RR0785* NAD 83(1996)-  46 01 46.60001(N)    100 07 19.48680(W)     ADJUSTED  
 RR0785* NAVD 88     -                                                        
 RR0785  ___________________________________________________________________
 RR0785  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 RR0785  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 RR0785
 RR0785  HORZ ORDER  -  THIRD
 RR0785
 RR0785.The horizontal coordinates were established by classical geodetic methods
 RR0785.and adjusted by the National Geodetic Survey in January 1998..
 RR0785
 RR0785
 RR0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0785
 RR0785.The geoid height was determined by GEOID03.
 RR0785
 RR0785;                    North         East     Units Scale Factor Converg.
 RR0785;SPC ND S     -    40,414.465   629,260.210   MT  1.00003376   +0 16 32.3
 RR0785;SPC ND S     -   132,593.39  2,064,502.00   iFT  1.00003376   +0 16 32.3
 RR0785;SPC SD N     -   244,080.974   590,547.550   MT  1.00008529   -0 05 11.0
 RR0785;SPC SD N     -   800,789.00  1,937,488.09   sFT  1.00008529   -0 05 11.0
 RR0785;UTM  14      - 5,097,949.514   413,161.326   MT  0.99969270   -0 48 27.4
 RR0785
 RR0785                          SUPERSEDED SURVEY CONTROL
 RR0785
 RR0785  NAD 83(1986)-  46 01 46.59025(N)    100 07 19.47891(W) AD(       ) 4
 RR0785  NAD 27      -  46 01 46.63000(N)    100 07 18.04000(W) AD(       ) 3
 RR0785
 RR0785.Superseded values are not recommended for survey control.
 RR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0785.See file dsdata.txt to determine how the superseded data were derived.
 RR0785
 RR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR1316197950(NAD 83)
 RR0785_MARKER: 90 = CHURCH SPIRE
 RR0785
 RR0785  HISTORY     - Date     Condition        Report By
 RR0785  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0785
 RR0785                          STATION DESCRIPTION
 RR0785
 RR0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0785'POINT OBSERVED UPON IS THE TIP OF PYRAMIDAL SPIRE ATOP SQUARE
 RR0785'BELFRY OF THE CHRISTIAN REFORMED CHURCH.  CHURCH IS WHITE
 RR0785'WOODEN STRUCTURE AND WAS ERECTED IN 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0975 ***********************************************************************
 RR0975  DESIGNATION -  HUMP
 RR0975  PID         -  RR0975
 RR0975  STATE/COUNTY-  ND/MORTON
 RR0975  USGS QUAD   -  GLEN ULLIN (1980)
 RR0975
 RR0975                         *CURRENT SURVEY CONTROL
 RR0975  ___________________________________________________________________
 RR0975* NAD 83(1996)-  46 51 45.54629(N)    101 45 11.44392(W)     ADJUSTED  
 RR0975* NAVD 88     -       677.     (meters)    2221.     (feet)  SCALED    
 RR0975  ___________________________________________________________________
 RR0975  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 RR0975  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 RR0975
 RR0975  HORZ ORDER  -  THIRD
 RR0975
 RR0975.The horizontal coordinates were established by classical geodetic methods
 RR0975.and adjusted by the National Geodetic Survey in January 1998..
 RR0975
 RR0975.The orthometric height was scaled from a topographic map.
 RR0975
 RR0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0975
 RR0975.The geoid height was determined by GEOID03.
 RR0975
 RR0975;                    North         East     Units Scale Factor Converg.
 RR0975;SPC ND S     -   133,704.028   504,454.429   MT  0.99993597   -0 54 50.6
 RR0975;SPC ND S     -   438,661.51  1,655,034.22   iFT  0.99993597   -0 54 50.6
 RR0975;UTM  14      - 5,193,581.659   290,157.366   MT  1.00014125   -2 00 35.2
 RR0975
 RR0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0975!SPC ND S     -   0.99989688  x   0.99993597  =   0.99983286
 RR0975!UTM  14      -   0.99989688  x   1.00014125  =   1.00003812
 RR0975
 RR0975:                Primary Azimuth Mark                     Grid Az
 RR0975:SPC ND S     -  ROCK                                     281 28 08.7
 RR0975:UTM  14      -  ROCK                                     282 33 53.3
 RR0975
 RR0975|---------------------------------------------------------------------|
 RR0975| PID    Reference Object                     Distance      Geod. Az  |
 RR0975|                                                           dddmmss.s |
 RR0975| RR0970 ROCK                                APPROX. 8.8 KM 2803318.1 |
 RR0975|---------------------------------------------------------------------|
 RR0975
 RR0975                          SUPERSEDED SURVEY CONTROL
 RR0975
 RR0975  NAD 83(1986)-  46 51 45.54046(N)    101 45 11.43502(W) AD(       ) 3
 RR0975  NAD 27      -  46 51 45.52709(N)    101 45 09.89396(W) AD(       ) 3
 RR0975
 RR0975.Superseded values are not recommended for survey control.
 RR0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0975.See file dsdata.txt to determine how the superseded data were derived.
 RR0975
 RR0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9015793582(NAD 83)
 RR0975_MARKER: DD = SURVEY DISK
 RR0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0975+STABILITY: SURFACE MOTION
 RR0975
 RR0975  HISTORY     - Date     Condition        Report By
 RR0975  HISTORY     - 1958     MONUMENTED       USGS
 RR0975
 RR0975                          STATION DESCRIPTION
 RR0975
 RR0975'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 RR0975'STATION IS LOCATED APPROX 3.1 MI N. AND 3.6 MI E. OF GLEN ULLIN,
 RR0975'T. 139 N., R. 88 W., NEAR THE NW. COR. SEC. 14.
 RR0975'
 RR0975'TO REACH FROM THE POST OFFICE AT GLEN ULLIN, GO E. ALONG U.S. HWY. 10
 RR0975'FOR 2.3 MI TO INTERSECTION HWY. 10 AND STATE HWY. 49, TURN LEFT /N./
 RR0975'AND GO 3.1 MI TO A CROSSROADS, TURN RIGHT /E./ AND GO 1.3 MI TO SMALL
 RR0975'HUMP IN RD. AND STATION ON LEFT AS DESCRIBED, 41 FT N. CENTER OF RD.,
 RR0975'3 FT S. FENCE AND 3 FT S. WITNESS POST.  A STANDARD TABLET STAMPED---
 RR0975'HUMP 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0466 ***********************************************************************
 RS0466  DESIGNATION -  HUMP
 RS0466  PID         -  RS0466
 RS0466  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0466  USGS QUAD   -  SENTINEL BUTTE (1980)
 RS0466
 RS0466                         *CURRENT SURVEY CONTROL
 RS0466  ___________________________________________________________________
 RS0466* NAD 83(1996)-  46 57 09.28939(N)    103 47 55.45650(W)     ADJUSTED  
 RS0466* NAVD 88     -       998.3    (meters)    3275.     (feet)  VERTCON   
 RS0466  ___________________________________________________________________
 RS0466  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 RS0466  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RS0466
 RS0466  HORZ ORDER  -  FIRST
 RS0466
 RS0466.The horizontal coordinates were established by classical geodetic methods
 RS0466.and adjusted by the National Geodetic Survey in January 1998..
 RS0466
 RS0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0466
 RS0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0466
 RS0466.The geoid height was determined by GEOID03.
 RS0466
 RS0466;                    North         East     Units Scale Factor Converg.
 RS0466;SPC ND S     -   148,209.924   348,978.677   MT  0.99993796   -2 24 21.8
 RS0466;SPC ND S     -   486,253.03  1,144,943.17   iFT  0.99993796   -2 24 21.8
 RS0466;SPC MT       -   316,087.546 1,033,352.410   MT  0.99939318   +4 10 13.8
 RS0466;SPC MT       - 1,037,032.63  3,390,263.81   iFT  0.99939318   +4 10 13.8
 RS0466;UTM  13      - 5,200,594.867   591,406.965   MT  0.99970269   +0 52 40.5
 RS0466
 RS0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0466!SPC ND S     -   0.99984607  x   0.99993796  =   0.99978404
 RS0466!SPC MT       -   0.99984607  x   0.99939318  =   0.99923935
 RS0466!UTM  13      -   0.99984607  x   0.99970269  =   0.99954881
 RS0466
 RS0466:                Primary Azimuth Mark                     Grid Az
 RS0466:SPC ND S     -  SCHOOLHOUSE CHIMNEY                      006 42 49.7
 RS0466:SPC MT       -  SCHOOLHOUSE CHIMNEY                      000 08 14.1
 RS0466:UTM  13      -  SCHOOLHOUSE CHIMNEY                      003 25 47.4
 RS0466
 RS0466|---------------------------------------------------------------------|
 RS0466| PID    Reference Object                     Distance      Geod. Az  |
 RS0466|                                                           dddmmss.s |
 RS0466| SO0843 SCHOOLHOUSE CHIMNEY                 APPROX. 7.8 KM 0041827.9 |
 RS0466| CQ7876 HUMP RM 2                             2.140 METERS 08946     |
 RS0466| RS0467 SENTINEL BUTTE SCHOOLHOUSE FP       APPROX. 5.0 KM 2182944.5 |
 RS0466| RT0457 BEACH CATHOLIC CHURCH               APPROX.16.1 KM 2542720.8 |
 RS0466| CQ7875 HUMP RM 1                             6.320 METERS 28427     |
 RS0466|---------------------------------------------------------------------|
 RS0466
 RS0466                          SUPERSEDED SURVEY CONTROL
 RS0466
 RS0466  NAD 83(1986)-  46 57 09.28517(N)    103 47 55.45062(W) AD(       ) 1
 RS0466  NAD 27      -  46 57 09.23500(N)    103 47 53.73800(W) AD(       ) 1
 RS0466  NGVD 29 (07/19/86)  997.7    (m)         3273.     (f) VERT ANG       
 RS0466
 RS0466.Superseded values are not recommended for survey control.
 RS0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0466.See file dsdata.txt to determine how the superseded data were derived.
 RS0466
 RS0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN9140700595(NAD 83)
 RS0466_MARKER: DS = TRIANGULATION STATION DISK
 RS0466_SETTING: 66 = SET IN ROCK OUTCROP
 RS0466
 RS0466  HISTORY     - Date     Condition        Report By
 RS0466  HISTORY     - 1912     MONUMENTED       CGS
 RS0466  HISTORY     - 1935     SEE DESCRIPTION  CGS
 RS0466
 RS0466                          STATION DESCRIPTION
 RS0466
 RS0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 RS0466'ABOUT 5 MILES NORTHEAST OF THE TOWN OF SENTINEL BUTTE, ON
 RS0466'THE HIGHEST POINT OF CAMEL HUMP BUTTE, ON A NARROW RIDGE
 RS0466'RUNNING EAST AND WEST.  LARGE BOULDERS ARE SCATTERED ABOUT OVER
 RS0466'THE TOP AND DOWN THE SIDES OF THE RIDGE.  THE STATION IS
 RS0466'MARKED BY A STANDARD DISK STATION MARK, CEMENTED IN SOLID
 RS0466'ROCK.  A CROSS CUT IN THE EASTERN OBLIQUE FACE OF A LARGE
 RS0466'BOULDER ON THE RIDGE IS 6.32 METERS FROM THE STATION
 RS0466'N 75 DEG 43 MIN W AND A 1-INCH DRILL HOLE IN ANOTHER
 RS0466'BOULDER IS 2.14 METERS DISTANT N 69 DEG 46 MIN E.
 RS0466
 RS0466                          STATION RECOVERY (1935)
 RS0466
 RS0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 RS0466'STATION MARK WAS NOT LOCATED.  THERE IS A HOLE IN THE GROUND
 RS0466'AT THE DESCRIBED LOCATION AND IT APPEARS THAT THE ROCK, WITH
 RS0466'DISK, HAS BEEN REMOVED.  THE TWO REFERENCE MARKS WERE FOUND
 RS0466'AND CAREFUL MEASUREMENT WAS MADE FROM THEM BUT STATION COULD
 RS0466'NOT BE LOCATED.
 RS0466'
 RS0466'DEMORES WATER TANK HAS BEEN DESTROYED.  THE BEACH CATHOLIC
 RS0466'CHURCH WAS BUILT IN 1913.  SENTINEL BUTTE SCHOOLHOUSE WAS
 RS0466'REMODELED AND ENLARGED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1758 ***********************************************************************
 TG1758  DESIGNATION -  HUMP
 TG1758  PID         -  TG1758
 TG1758  STATE/COUNTY-  ND/BURKE
 TG1758  USGS QUAD   -  THOMPSON LAKE (1974)
 TG1758
 TG1758                         *CURRENT SURVEY CONTROL
 TG1758  ___________________________________________________________________
 TG1758* NAD 83(1996)-  48 43 45.75422(N)    102 27 43.12446(W)     ADJUSTED  
 TG1758* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 TG1758  ___________________________________________________________________
 TG1758  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 TG1758  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TG1758
 TG1758  HORZ ORDER  -  FIRST
 TG1758
 TG1758.The horizontal coordinates were established by classical geodetic methods
 TG1758.and adjusted by the National Geodetic Survey in January 1998..
 TG1758
 TG1758.The orthometric height was scaled from a topographic map.
 TG1758
 TG1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1758
 TG1758.The geoid height was determined by GEOID03.
 TG1758
 TG1758;                    North         East     Units Scale Factor Converg.
 TG1758;SPC ND N     -   194,120.508   455,678.040   MT  0.99999922   -1 27 35.9
 TG1758;SPC ND N     -   636,878.31  1,495,006.69   iFT  0.99999922   -1 27 35.9
 TG1758;UTM  13      - 5,400,480.322   686,633.050   MT  1.00002794   +1 54 29.3
 TG1758
 TG1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1758!SPC ND N     -   0.99988347  x   0.99999922  =   0.99988269
 TG1758!UTM  13      -   0.99988347  x   1.00002794  =   0.99991141
 TG1758
 TG1758:                Primary Azimuth Mark                     Grid Az
 TG1758:SPC ND N     -  FLAXTON UNITED LUTH CH STEEPLE           017 11 41.2
 TG1758:UTM  13      -  FLAXTON UNITED LUTH CH STEEPLE           013 49 36.0
 TG1758
 TG1758|---------------------------------------------------------------------|
 TG1758| PID    Reference Object                     Distance      Geod. Az  |
 TG1758|                                                           dddmmss.s |
 TG1758| TG1763 FLAXTON UNITED LUTH CH STEEPLE      APPROX.19.3 KM 0154405.3 |
 TG1758| TG1743 BOWBELLS SALEM EVAN CH SPIRE        APPROX.18.1 KM 0620506.8 |
 TG1758| TG1744 BOWBELLS MUNICIPAL TANK             APPROX.18.1 KM 0623448.5 |
 TG1758| TG1750 KENMARE MUNICIPAL TANK              APPROX.29.0 KM 1015707.1 |
 TG1758| TG1752 NIOBE ELMDALE LUTH CH BELFRY        APPROX.18.5 KM 1041226.6 |
 TG1758| TG1754 NIOBE RADAR TOWER                   APPROX.15.1 KM 1293623.4 |
 TG1758| CQ7879 HUMP RM 1                            10.409 METERS 13439     |
 TG1758| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX.11.2 KM 1605015.0 |
 TG1758| CQ7878 HUMP AZ MK 2                                       1912624.6 |
 TG1758| CQ7880 HUMP RM 2                            11.549 METERS 25247     |
 TG1758| CQ7877 HUMP AZ MK                                         2853716.6 |
 TG1758| TG1828 LIGNITE HIGH SCHOOL CHIMNEY         APPROX.18.0 KM 3351955.1 |
 TG1758| TG1831 LIGNITE NORWEGIAN LUTHERAN CH       APPROX.17.9 KM 3360746.6 |
 TG1758|---------------------------------------------------------------------|
 TG1758
 TG1758                          SUPERSEDED SURVEY CONTROL
 TG1758
 TG1758  NAD 83(1986)-  48 43 45.75682(N)    102 27 43.11428(W) AD(       ) 1
 TG1758  NAD 27      -  48 43 45.63320(N)    102 27 41.49190(W) AD(       ) 1
 TG1758
 TG1758.Superseded values are not recommended for survey control.
 TG1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1758.See file dsdata.txt to determine how the superseded data were derived.
 TG1758
 TG1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ8663300480(NAD 83)
 TG1758_MARKER: DS = TRIANGULATION STATION DISK
 TG1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1758
 TG1758  HISTORY     - Date     Condition        Report By
 TG1758  HISTORY     - 1946     MONUMENTED       CGS
 TG1758  HISTORY     - 1962     GOOD             CGS
 TG1758  HISTORY     - 1963     GOOD             CGS
 TG1758
 TG1758                          STATION DESCRIPTION
 TG1758
 TG1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1758'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF LIGNITE,
 TG1758'10 MILES WEST-SOUTHWEST OF BOWBELLS AND 10 FEET WEST-SOUTHWEST
 TG1758'OF WITNESS POST ON THE HIGHEST POINT OF A KNOLL IN A GROUP OF
 TG1758'SMALL HILLS.  THE KNOLL ABOUT 300 YARDS NORTHWEST OF THE STATION
 TG1758'KNOLL IS SLIGHTLY HIGHER GROUND.  THE MARK PROJECTS 2 INCHES
 TG1758'AND THE DISK IS STAMPED HUMP 1946.
 TG1758'
 TG1758'REFERENCE MARK NO. 1 IS 34.15 FEET SOUTHEAST OF THE STATION.
 TG1758'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HUMP NO 1 1946.
 TG1758'
 TG1758'REFERENCE MARK NO. 2 IS 37.89 FEET WEST-SOUTHWEST OF THE STATION.
 TG1758'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HUMP NO 2
 TG1758'1946.
 TG1758'
 TG1758'THE AZIMUTH MARK IS 0.9 MILE WEST-NORTHWEST OF THE STATION, 38
 TG1758'FEET EAST OF THE CENTERLINE OF GRADED ROAD, 38 FEET NORTH OF
 TG1758'TELEPHONE POLE, 6 FEET NORTH OF A NORTH GATE POST AND 2 FEET
 TG1758'EAST OF WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 TG1758'IS STAMPED HUMP 1946.
 TG1758'
 TG1758'TO REACH THE STATION FROM THE DEPOT IN BOWBELLS, GO SOUTH AND
 TG1758'WEST ON STATE HIGHWAY 8 FOR 4.0 MILES TO A POINT WHERE THE HIGHWAY
 TG1758'TURNS SOUTH.  CONTINUE STRAIGHT AHEAD OR WEST ON A GRAVEL ROAD
 TG1758'FOR 4.0 MILES.  TURN LEFT AND GO SOUTH 1.0 MILE.  TURN RIGHT
 TG1758'AND GO WEST 3.0 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO SOUTH
 TG1758'3.1 MILES TO THE ENTRANCE TO FARM BUILDINGS LEFT AND THE
 TG1758'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN LEFT INTO FARMYARD
 TG1758'AND DRIVE EAST 0.15 MILE TO A WIRE GATE AND WINDMILL.  PASS
 TG1758'THROUGH GATE, THEN ALONG SOUTH SIDE OF BARN, THEN DRIVE
 TG1758'EAST-SOUTHEAST ACROSS PASTURE FOR 0.35 MILE TO FENCE CORNER.
 TG1758'TURN SLIGHT RIGHT AROUND FENCE CORNER AND TAKE LEFT CATTLE TRAIL
 TG1758'SOUTHEAST ACROSS PASTURE FOR 0.4 MILE TO TOP OF THE HILL
 TG1758'AND THE STATION.
 TG1758'
 TG1758'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG1758
 TG1758                          STATION RECOVERY (1962)
 TG1758
 TG1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1758'THE STATION IS 10 MILES WEST AND 5 MILES SOUTH OF THE TOWN OF
 TG1758'COTEAU, IN THE NW 1/4 OF SEC. 34,T161N,R91W, ON A HIGH HUMP IN
 TG1758'A GROUP OF HILLS.
 TG1758'
 TG1758'TO REACH FROM THE POST OFFICE IN COTEAU, GO SOUTH 1/2 BLOCK.
 TG1758'TURN RIGHT AND GO EAST 1 BLOCK TO A CROSSROAD.  TURN LEFT AND GO
 TG1758'SOUTH FOR 0.15 MILE CROSSING THE RAILROAD TRACKS, THEN RIGHT FOR
 TG1758'0.25 MILE TO STATE ROUTE 8.  TURN LEFT AND GO SOUTH ON STATE
 TG1758'ROUTE 8 FOR 0.45 MILE TO COUNTY ROAD 12.  TURN RIGHT AND GO
 TG1758'WEST ON COUNTY ROAD 12 FOR 8.1 MILES TO A T INTERSECTION.  TURN
 TG1758'LEFT AND GO SOUTH ON COUNTY ROAD 12 FOR 1.15 MILES TO A FARM
 TG1758'LANE ON THE LEFT AND THE AZIMUTH AS DESCRIBED.  TURN LEFT AND
 TG1758'GO EAST ON THE FARM ROAD PASSING TO THE SOUTH SIDE OF THE
 TG1758'FARM BUILDINGS FOR 0.25 MILE TO A GATE.  PASS THROUGH THE
 TG1758'GATE AND BEAR RIGHT AND GO SOUTHEAST FOLLOWING THE COW PATH
 TG1758'FOR 0.3 MILE TO A FENCE CORNER.  CONTINUE SOUTHEAST FOR 0.1
 TG1758'MILE THEN BEAR LEFT AND GO EAST AND NORTHEAST UP THROUGH THE
 TG1758'HILLS ON A VERY DIM TRACK ROAD FOR 0.5 MILE TO THE HIGHEST
 TG1758'POINT AND THE STATION.
 TG1758'
 TG1758'THE STATION MARK IS A STANDARD DISK STAMPED HUMP 1946 AND SET
 TG1758'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1758'3 INCHES.  IT IS 4.3 FEET WEST OF A WITNESS POST.
 TG1758'
 TG1758'REFERENCE MARK NO. 1, STAMPED HUMP NO 1 1946, IS A STANDARD
 TG1758'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG1758'WHICH PROJECTS 3 INCHES.  IT IS 30.1 FEET SOUTHEAST OF A
 TG1758'WITNESS POST.
 TG1758'
 TG1758'REFERENCE MARK NO. 2, STAMPED HUMP NO 2 1946, IS A STANDARD
 TG1758'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG1758'WHICH PROJECTS 3 INCHES.  IT IS 42.7 FEET WEST OF A WITNESS
 TG1758'POST.
 TG1758'
 TG1758'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUMP 1946 AND SET
 TG1758'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TG1758'WITH THE GROUND.  IT IS 38 FEET EAST OF THE CENTER OF COUNTY
 TG1758'ROAD 12, 17 FEET NORTH OF A FARM ROAD, 38 FEET NORTH OF A
 TG1758'TELEPHONE POLE AND 6 FEET EAST OF A CULVERT.
 TG1758'
 TG1758'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 61.81 FEET OR 18.840
 TG1758'METERS.
 TG1758
 TG1758                          STATION RECOVERY (1963)
 TG1758
 TG1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1758'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, THE
 TG1758'AZIMUTH MARK HAS BEEN DESTROYED AND A NEW ONE ESTABLISHED ABOUT
 TG1758'1 MILE SOUTH OF THE STATION.  THE TO REACH IS ADEQUATE.
 TG1758'
 TG1758'TO REACH THE AZIMUTH MARK FROM THE PROPERTY OWNERS FARM BUILDINGS
 TG1758'ON THE WAY TO THE STATION, GO SOUTH ON A GRAVELED ROAD FOR 1.0
 TG1758'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON GRAVELED
 TG1758'ROAD FOR 0.5 MILE TO A CEMETERY ON THE LEFT AND THE AZIMUTH
 TG1758'MARK ON THE LEFT.
 TG1758'
 TG1758'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUMP 1946 1963,
 TG1758'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TG1758'3-INCHES.  IT IS 13.5 FEET WEST OF THE CENTER OF A CEMETERY
 TG1758'FENCE, 4.2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 TG1758'CEMETERY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1315 ***********************************************************************
 SL1315  DESIGNATION -  HUNTER
 SL1315  PID         -  SL1315
 SL1315  STATE/COUNTY-  ND/CASS
 SL1315  USGS QUAD   -  HUNTER (1967)
 SL1315
 SL1315                         *CURRENT SURVEY CONTROL
 SL1315  ___________________________________________________________________
 SL1315* NAD 83(1996)-  47 12 08.77557(N)    097 13 04.39216(W)     ADJUSTED  
 SL1315* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 SL1315  ___________________________________________________________________
 SL1315  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 SL1315  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL1315
 SL1315  HORZ ORDER  -  SECOND
 SL1315
 SL1315.The horizontal coordinates were established by classical geodetic methods
 SL1315.and adjusted by the National Geodetic Survey in January 1998..
 SL1315
 SL1315.The orthometric height was scaled from a topographic map.
 SL1315
 SL1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1315
 SL1315.The geoid height was determined by GEOID03.
 SL1315
 SL1315;                    North         East     Units Scale Factor Converg.
 SL1315;SPC ND S     -   175,908.402   848,596.811   MT  0.99995643   +2 23 38.1
 SL1315;SPC ND S     -   577,127.30  2,784,110.27   iFT  0.99995643   +2 23 38.1
 SL1315;SPC ND N     -    27,807.101   848,617.955   MT  1.00005338   +2 26 32.4
 SL1315;SPC ND N     -    91,230.65  2,784,179.64   iFT  1.00005338   +2 26 32.4
 SL1315;UTM  14      - 5,229,201.121   634,971.955   MT  0.99982389   +1 18 28.2
 SL1315
 SL1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1315!SPC ND S     -   0.99995779  x   0.99995643  =   0.99991422
 SL1315!SPC ND N     -   0.99995779  x   1.00005338  =   1.00001116
 SL1315!UTM  14      -   0.99995779  x   0.99982389  =   0.99978168
 SL1315
 SL1315:                Primary Azimuth Mark                     Grid Az
 SL1315:SPC ND S     -  HUNTER AZ MK                             358 24 38.1
 SL1315:SPC ND N     -  HUNTER AZ MK                             358 21 43.8
 SL1315:UTM  14      -  HUNTER AZ MK                             359 29 48.0
 SL1315
 SL1315|---------------------------------------------------------------------|
 SL1315| PID    Reference Object                     Distance      Geod. Az  |
 SL1315|                                                           dddmmss.s |
 SL1315| CO5661 HUNTER AZ MK                                       0004816.2 |
 SL1315| CO5662 HUNTER RM 1                          21.266 METERS 08630     |
 SL1315| SL1314 HUNTER GRAIN CO ELEV W VENT         APPROX. 1.2 KM 1794150.9 |
 SL1315| CO5663 HUNTER RM 2                          37.687 METERS 18617     |
 SL1315| SL1313 HUNTER 2                              5.670 METERS 26226     |
 SL1315| CO5665 HUNTER 2 AZ MK                                     3591010.0 |
 SL1315|---------------------------------------------------------------------|
 SL1315
 SL1315                          SUPERSEDED SURVEY CONTROL
 SL1315
 SL1315  NAD 83(1986)-  47 12 08.77472(N)    097 13 04.38283(W) AD(       ) 2
 SL1315  NAD 27      -  47 12 08.85400(N)    097 13 03.06500(W) AD(       ) 2
 SL1315
 SL1315.Superseded values are not recommended for survey control.
 SL1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1315.See file dsdata.txt to determine how the superseded data were derived.
 SL1315
 SL1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3497229201(NAD 83)
 SL1315_MARKER: DS = TRIANGULATION STATION DISK
 SL1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1315
 SL1315  HISTORY     - Date     Condition        Report By
 SL1315  HISTORY     - 1954     MONUMENTED       CGS
 SL1315  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SL1315
 SL1315                          STATION DESCRIPTION
 SL1315
 SL1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1315'THE STATION IS LOCATED ABOUT 0.5 MILES NORTH OF THE TOWN OF
 SL1315'HUNTER ON THE EAST RIGHT-OF-WAY OF THE RAILROAD, NEAR THE
 SL1315'SOUTHWEST CORNER OF A FARMYARD.
 SL1315'
 SL1315'TO REACH FROM THE INTERSECTION OF STREETS JUST NORTHWEST OF
 SL1315'THE RAILROAD DEPOT IN HUNTER--GO NORTH ON STATE HIGHWAY 18
 SL1315'FOR 0.7 MILES TO A FARM DRIVEWAY ON RIGHT, TURN RIGHT ACROSS
 SL1315'TRACKS, THEN RIGHT AND GO SOUTH FOR ABOUT 0.05 MILE TO STATION.
 SL1315'
 SL1315'THE STATION MARK, 51 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 SL1315'48 FEET WEST OF A FENCE-CORNER AND 12 FEET EAST OF A WHITE
 SL1315'WITNESS POST, IS LEVEL WITH THE GROUND SURFACE AND THE DISK IS
 SL1315'STAMPED HUNTER 1954.
 SL1315'
 SL1315'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 1 FOOT SOUTH OF
 SL1315'A FENCE AND IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS
 SL1315'STAMPED HUNTER NO 1 1954.
 SL1315'
 SL1315'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 31 FEET EAST OF
 SL1315'THE EAST RAIL OF THE RAILROAD, 1 FOOT NORTH OF A TELEPHONE
 SL1315'POLE, AND PROJECTS 3 INCHES.  THE DISK IS STAMPED HUNTER NO 2 1954.
 SL1315'
 SL1315'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILES NORTH, IS 96 FEET
 SL1315'EAST OF THE EAST RAIL OF THE RAILROAD, 68 FEET SOUTH OF THE
 SL1315'CENTER OF A DIRT ROAD, 5 FEET WEST OF A POWER POLE, 1.5 FEET
 SL1315'WEST OF A WHITE WITNESS POST, AND PROJECTS 7 INCHES.  THE
 SL1315'DISK IS STAMPED HUNTER 1954.
 SL1315'
 SL1315'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 SL1315
 SL1315                          STATION RECOVERY (1958)
 SL1315
 SL1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SL1315'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SL1315'CONDITION.  A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY
 SL1315'DEPARTMENT TO MOVE THE STATION MARK, AZIMUTH MARK AND
 SL1315'R.M. NO. 1 AS THEY WERE IN THE WAY OF A NEW HIGHWAY THAT WAS
 SL1315'BEING CONSTRUCTED.  THESE MARKS WERE DESTROYED AND A NEW STATION
 SL1315'WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  SEE DESCRIPTION OF
 SL1315'STATION HUNTER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1313 ***********************************************************************
 SL1313  DESIGNATION -  HUNTER 2
 SL1313  PID         -  SL1313
 SL1313  STATE/COUNTY-  ND/CASS
 SL1313  USGS QUAD   -  HUNTER (1967)
 SL1313
 SL1313                         *CURRENT SURVEY CONTROL
 SL1313  ___________________________________________________________________
 SL1313* NAD 83(1996)-  47 12 08.75140(N)    097 13 04.65922(W)     ADJUSTED  
 SL1313* NAVD 88     -       295.     (meters)     968.     (feet)  SCALED    
 SL1313  ___________________________________________________________________
 SL1313  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 SL1313  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL1313
 SL1313  HORZ ORDER  -  THIRD
 SL1313
 SL1313.The horizontal coordinates were established by classical geodetic methods
 SL1313.and adjusted by the National Geodetic Survey in January 1998..
 SL1313.No horizontal observational check was made to the station.
 SL1313
 SL1313.The orthometric height was scaled from a topographic map.
 SL1313
 SL1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1313
 SL1313.The geoid height was determined by GEOID03.
 SL1313
 SL1313;                    North         East     Units Scale Factor Converg.
 SL1313;SPC ND S     -   175,907.422   848,591.226   MT  0.99995643   +2 23 37.9
 SL1313;SPC ND S     -   577,124.09  2,784,091.95   iFT  0.99995643   +2 23 37.9
 SL1313;SPC ND N     -    27,806.116   848,612.371   MT  1.00005338   +2 26 32.2
 SL1313;SPC ND N     -    91,227.41  2,784,161.32   iFT  1.00005338   +2 26 32.2
 SL1313;UTM  14      - 5,229,200.247   634,966.354   MT  0.99982387   +1 18 28.0
 SL1313
 SL1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1313!SPC ND S     -   0.99995779  x   0.99995643  =   0.99991422
 SL1313!SPC ND N     -   0.99995779  x   1.00005338  =   1.00001116
 SL1313!UTM  14      -   0.99995779  x   0.99982387  =   0.99978166
 SL1313
 SL1313:                Primary Azimuth Mark                     Grid Az
 SL1313:SPC ND S     -  HUNTER AZ MK                             358 49 15.1
 SL1313:SPC ND N     -  HUNTER AZ MK                             358 46 20.8
 SL1313:UTM  14      -  HUNTER AZ MK                             359 54 25.0
 SL1313
 SL1313|---------------------------------------------------------------------|
 SL1313| PID    Reference Object                     Distance      Geod. Az  |
 SL1313|                                                           dddmmss.s |
 SL1313| CO5661 HUNTER AZ MK                                       0011253.0 |
 SL1313| SL1315 HUNTER                                5.670 METERS 08226     |
 SL1313| CO5664 HUNTER 2 RM 3                        40.549 METERS 08613     |
 SL1313| CO5663 HUNTER RM 2                          36.728 METERS 17739     |
 SL1313| SL1314 HUNTER GRAIN CO ELEV W VENT         APPROX. 1.2 KM 1792537.0 |
 SL1313| CO5665 HUNTER 2 AZ MK                                     3593447.0 |
 SL1313|---------------------------------------------------------------------|
 SL1313
 SL1313                          SUPERSEDED SURVEY CONTROL
 SL1313
 SL1313  NAD 83(1986)-  47 12 08.75055(N)    097 13 04.64989(W) AD(       ) 3
 SL1313  NAD 27      -  47 12 08.82990(N)    097 13 03.33210(W) AD(       ) 3
 SL1313
 SL1313.Superseded values are not recommended for survey control.
 SL1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1313.See file dsdata.txt to determine how the superseded data were derived.
 SL1313
 SL1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3496629200(NAD 83)
 SL1313_MARKER: DS = TRIANGULATION STATION DISK
 SL1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1313
 SL1313  HISTORY     - Date     Condition        Report By
 SL1313  HISTORY     - 1958     MONUMENTED       CGS
 SL1313
 SL1313                          STATION DESCRIPTION
 SL1313
 SL1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SL1313'THE STATION IS ABOUT 3/4 MILE NORTH OF HUNTER, BETWEEN THE
 SL1313'NEW HIGHWAY AND THE RAILROAD, WEST ACROSS THE HIGHWAY FROM THE
 SL1313'SOUTHWEST CORNER OF A FARMYARD, 32.6 FEET EAST OF THE EAST
 SL1313'RAIL AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 SL1313'PROJECTS 4 INCHES AND THE DISK IS STAMPED HUNTER 2 1958.
 SL1313'
 SL1313'R.M. NO. 2 IS SOUTH OF THE STATION, 31 FEET EAST OF THE EAST
 SL1313'RAIL AND 1 FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 SL1313'4 INCHES AND THE DISK IS STAMPED HUNTER NO 2 1954.
 SL1313'
 SL1313'R.M. NO. 3 IS EAST OF THE STATION AND 2 FEET NORTHWEST OF THE
 SL1313'SOUTHWEST CORNER OF A LOT.  THE MARK PROJECTS 2 INCHES AND THE
 SL1313'DISK IS STAMPED HUNTER 2 NO 3 1958.
 SL1313'
 SL1313'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION,
 SL1313'BETWEEN THE NEW HIGHWAY AND THE RAILROAD, 73 FEET SOUTH OF THE
 SL1313'CENTERLINE OF AN EAST-WEST ROAD, 21 FEET EAST OF THE EAST
 SL1313'RAIL, 23 FEET WEST-SOUTHWEST OF A POWER LINE POLE AND 1-1/2
 SL1313'FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 SL1313'INCHES AND THE DISK IS STAMPED HUNTER 2 1958.
 SL1313'
 SL1313'TO REACH THE STATION FROM HUNTER GO NORTH ON STATE HIGHWAY 18
 SL1313'FOR 0.85 MILE TO THE STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1314 ***********************************************************************
 SL1314  DESIGNATION -  HUNTER GRAIN CO ELEV W VENT
 SL1314  PID         -  SL1314
 SL1314  STATE/COUNTY-  ND/CASS
 SL1314  USGS QUAD   -  HUNTER (1967)
 SL1314
 SL1314                         *CURRENT SURVEY CONTROL
 SL1314  ___________________________________________________________________
 SL1314* NAD 83(1996)-  47 11 30.17082(N)    097 13 04.09312(W)     ADJUSTED  
 SL1314* NAVD 88     -                                                        
 SL1314  ___________________________________________________________________
 SL1314  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 SL1314  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL1314
 SL1314  HORZ ORDER  -  THIRD
 SL1314
 SL1314.The horizontal coordinates were established by classical geodetic methods
 SL1314.and adjusted by the National Geodetic Survey in January 1998..
 SL1314
 SL1314
 SL1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1314
 SL1314.The geoid height was determined by GEOID03.
 SL1314
 SL1314;                    North         East     Units Scale Factor Converg.
 SL1314;SPC ND S     -   174,717.572   848,652.895   MT  0.99995525   +2 23 38.3
 SL1314;SPC ND S     -   573,220.38  2,784,294.27   iFT  0.99995525   +2 23 38.3
 SL1314;SPC ND N     -    26,616.201   848,675.051   MT  1.00005624   +2 26 32.6
 SL1314;SPC ND N     -    87,323.49  2,784,366.97   iFT  1.00005624   +2 26 32.6
 SL1314;UTM  14      - 5,228,009.599   635,005.451   MT  0.99982400   +1 18 27.6
 SL1314
 SL1314                          SUPERSEDED SURVEY CONTROL
 SL1314
 SL1314  NAD 83(1986)-  47 11 30.16994(N)    097 13 04.08372(W) AD(       ) 4
 SL1314  NAD 27      -  47 11 30.23500(N)    097 13 02.77700(W) AD(       ) 3
 SL1314
 SL1314.Superseded values are not recommended for survey control.
 SL1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1314.See file dsdata.txt to determine how the superseded data were derived.
 SL1314
 SL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3500528010(NAD 83)
 SL1314_MARKER: 94 = ROOFTOP VENTILATOR
 SL1314
 SL1314  HISTORY     - Date     Condition        Report By
 SL1314  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1314
 SL1314                          STATION DESCRIPTION
 SL1314
 SL1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1314'THE STATION IS THE VENTILATOR THAT IS APPROXIMATELY 3 FEET
 SL1314'EAST OF THE WEST EDGE OF THE TOP OF THE LONE ELEVATOR LOCATED
 SL1314'IN THE TOWN OF HUNTER.  IT IS A CORRUGATED-METAL BUILDING
 SL1314'APPROXIMATELY 100 FEET HIGH.  THERE ARE TWO VENTILATORS
 SL1314'ON THE EAST SIDE OF THE ELEVATOR AND ONE ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1201 ***********************************************************************
 SM1201  DESIGNATION -  HURD
 SM1201  PID         -  SM1201
 SM1201  STATE/COUNTY-  ND/WELLS
 SM1201  USGS QUAD   -  HURDSFIELD (1978)
 SM1201
 SM1201                         *CURRENT SURVEY CONTROL
 SM1201  ___________________________________________________________________
 SM1201* NAD 83(1996)-  47 27 20.12007(N)    099 54 17.62531(W)     ADJUSTED  
 SM1201* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 SM1201  ___________________________________________________________________
 SM1201  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 SM1201  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 SM1201
 SM1201  HORZ ORDER  -  FIRST
 SM1201
 SM1201.The horizontal coordinates were established by classical geodetic methods
 SM1201.and adjusted by the National Geodetic Survey in January 1998..
 SM1201
 SM1201.The orthometric height was scaled from a topographic map.
 SM1201
 SM1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1201
 SM1201.The geoid height was determined by GEOID03.
 SM1201
 SM1201;                    North         East     Units Scale Factor Converg.
 SM1201;SPC ND N     -    50,826.141   644,874.422   MT  0.99999570   +0 26 34.2
 SM1201;SPC ND N     -   166,752.43  2,115,729.73   iFT  0.99999570   +0 26 34.2
 SM1201;UTM  14      - 5,256,190.921   431,791.972   MT  0.99965717   -0 40 00.2
 SM1201
 SM1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1201!SPC ND N     -   0.99991737  x   0.99999570  =   0.99991307
 SM1201!UTM  14      -   0.99991737  x   0.99965717  =   0.99957457
 SM1201
 SM1201:                Primary Azimuth Mark                     Grid Az
 SM1201:SPC ND N     -  BOWDON JOHNSON AND SON ELEV              084 16 04.9
 SM1201:UTM  14      -  BOWDON JOHNSON AND SON ELEV              085 22 39.3
 SM1201
 SM1201|---------------------------------------------------------------------|
 SM1201| PID    Reference Object                     Distance      Geod. Az  |
 SM1201|                                                           dddmmss.s |
 SM1201| SM1198 BOWDON JOHNSON AND SON ELEV         APPROX.14.7 KM 0844239.1 |
 SM1201| SM1199 CHASELEY GRAIN CO ELEVATOR          APPROX. 6.8 KM 0932028.9 |
 SM1201| CO5667 HURD RM 1                            16.843 METERS 10616     |
 SM1201| CO5668 HURD RM 2                            15.425 METERS 16212     |
 SM1201| CO5666 HURD AZ MK                                         1795908.8 |
 SM1201| SM1202 HURDSFIELD LUTH CHURCH SPIRE        APPROX. 2.2 KM 2445003.8 |
 SM1201| SM0848 F 70                                               2461514.6 |
 SM1201| SM1203 HURDSFIELD OCCIDENT ELEVATOR        APPROX. 2.0 KM 2494301.0 |
 SM1201|---------------------------------------------------------------------|
 SM1201
 SM1201                          SUPERSEDED SURVEY CONTROL
 SM1201
 SM1201  NAD 83(1986)-  47 27 20.12622(N)    099 54 17.62462(W) AD(       ) 1
 SM1201  NAD 27      -  47 27 20.12500(N)    099 54 16.18200(W) AD(       ) 1
 SM1201
 SM1201.Superseded values are not recommended for survey control.
 SM1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1201.See file dsdata.txt to determine how the superseded data were derived.
 SM1201
 SM1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3179256191(NAD 83)
 SM1201_MARKER: DS = TRIANGULATION STATION DISK
 SM1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1201
 SM1201  HISTORY     - Date     Condition        Report By
 SM1201  HISTORY     - 1941     MONUMENTED       CGS
 SM1201  HISTORY     - 1960     GOOD             CGS
 SM1201  HISTORY     - 1971     GOOD             USGS
 SM1201
 SM1201                          STATION DESCRIPTION
 SM1201
 SM1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1201'STATION IS LOCATED IN THE NE 1/4 SEC. 24, T. 146 N, R. 73 W,
 SM1201'ABOUT 1 MILE NE OF HURDSFIELD ON PROPERTY OWNED BY C.A. BOX.
 SM1201'IT IS ON A HIGH KNOLL IN A PASTURE, 9 FEET S OF A WHITE
 SM1201'REFERENCE POST AND ABOUT 100 FEET E OF A DIRT TRAIL ROAD
 SM1201'ACROSS THE PASTURE.  IT IS STAMPED HURD 1941 AND PROJECTS
 SM1201'10 INCHES.
 SM1201'
 SM1201'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 SM1201'STANDARD BRONZE DISKS SET IN CONCRETE.
 SM1201'
 SM1201'REFERENCE MARK NO. 1 IS ESE OF THE STATION.  IT IS STAMPED
 SM1201'HURD NO. 1 1941 AND PROJECTS 4 INCHES.
 SM1201'
 SM1201'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  IT IS STAMPED
 SM1201'HURD NO. 2 1941 AND PROJECTS 4 INCHES.
 SM1201'
 SM1201'THE AZIMUTH MARK IS S OF THE STATION, 29 FEET E OF A DIRT
 SM1201'ROAD, 51.6 FEET S OF THE S RAIL OF A RAILROAD TRACK AND 3.5
 SM1201'FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED HURD 1941
 SM1201'AND PROJECTS 10 INCHES.
 SM1201'
 SM1201'BM F 70 IS WSW OF THE STATION, 18 INCHES S OF A WHITE REFERENCE
 SM1201'POST, 2 FEET N OF A FENCE, 11 FEET E OF A FENCE CORNER AND 32
 SM1201'FEET S OF THE S RAIL OF A RAILROAD SIDE TRACK.  IT IS A
 SM1201'STANDARD U.S.C. AND G.S. BM DISK SET IN A 4- BY 4-INCH CONCRETE
 SM1201'POST.  IT IS STAMPED F 70 1934 AND PROJECTS 4 INCHES.
 SM1201'
 SM1201'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 SM1201'AND 3 SE OF HURDSFIELD, GO N ON STATE HIGHWAY 3 FOR 0.5 MILE
 SM1201'TO A RAILROAD CROSSING AND BM F 70 ON THE RIGHT.  CONTINUE N
 SM1201'FOR 0.5 MILE TO A DIRT CROSS ROAD, THENCE RIGHT (E) FOR 1.0
 SM1201'MILE TO A DIRT TRAIL ROAD LEADING ACROSS A PASTURE.  TURN RIGHT
 SM1201'(S) ACROSS PASTURE FOR 0.15 MILE TO THE HIGHEST PART OF THE
 SM1201'KNOLL AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 SM1201'STATION, CONTINUE S ON ROAD CROSSING THE PASTURE FOR 0.5 MILE
 SM1201'TO A RAILROAD CROSSING AND THE MARK ON THE LEFT.
 SM1201'
 SM1201'A 37-FOOT SIGNAL AT RICH, A 24-FOOT SIGNAL AT JACOB, A 24-FOOT
 SM1201'SIGNAL AT CRYSTAL, A 50-FOOT SIGNAL AT ONTARIO, AND A 37-FOOT
 SM1201'SIGNAL AT BOWDON ARE VISIBLE ON THE GROUND.
 SM1201'
 SM1201'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 SM1201
 SM1201                          STATION RECOVERY (1960)
 SM1201
 SM1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 SM1201'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 SM1201'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 SM1201
 SM1201                          STATION RECOVERY (1971)
 SM1201
 SM1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JFS)
 SM1201'ALL MKS. WERE FOUND AS DESCRIBED.  THE 1941 DESCRIPTION IS
 SM1201'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2114 ***********************************************************************
 TF2114  DESIGNATION -  HURD
 TF2114  PID         -  TF2114
 TF2114  STATE/COUNTY-  ND/BOTTINEAU
 TF2114  USGS QUAD   -  MAXBASS (1949)
 TF2114
 TF2114                         *CURRENT SURVEY CONTROL
 TF2114  ___________________________________________________________________
 TF2114* NAD 83(1996)-  48 37 56.28286(N)    101 12 42.17400(W)     ADJUSTED  
 TF2114* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 TF2114  ___________________________________________________________________
 TF2114  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TF2114  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TF2114
 TF2114  HORZ ORDER  -  THIRD
 TF2114
 TF2114.The horizontal coordinates were established by classical geodetic methods
 TF2114.and adjusted by the National Geodetic Survey in January 1998..
 TF2114
 TF2114.The orthometric height was scaled from a topographic map.
 TF2114
 TF2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2114
 TF2114.The geoid height was determined by GEOID03.
 TF2114
 TF2114;                    North         East     Units Scale Factor Converg.
 TF2114;SPC ND N     -   181,729.077   547,541.984   MT  0.99998154   -0 31 46.6
 TF2114;SPC ND N     -   596,224.01  1,796,397.59   iFT  0.99998154   -0 31 46.6
 TF2114;UTM  14      - 5,388,942.635   337,047.199   MT  0.99992624   -1 39 36.8
 TF2114
 TF2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2114!SPC ND N     -   0.99993038  x   0.99998154  =   0.99991192
 TF2114!UTM  14      -   0.99993038  x   0.99992624  =   0.99985663
 TF2114
 TF2114:                Primary Azimuth Mark                     Grid Az
 TF2114:SPC ND N     -  HURD AZ MK                               086 53 04.2
 TF2114:UTM  14      -  HURD AZ MK                               088 00 54.4
 TF2114
 TF2114|---------------------------------------------------------------------|
 TF2114| PID    Reference Object                     Distance      Geod. Az  |
 TF2114|                                                           dddmmss.s |
 TF2114| CQ7886 HURD AZ MK                                         0862117.6 |
 TF2114| CQ7887 HURD RM 1                            21.030 METERS 09010     |
 TF2114| CQ7888 HURD RM 2                            16.412 METERS 26458     |
 TF2114|---------------------------------------------------------------------|
 TF2114
 TF2114                          SUPERSEDED SURVEY CONTROL
 TF2114
 TF2114  NAD 83(1986)-  48 37 56.28031(N)    101 12 42.17313(W) AD(       ) 3
 TF2114  NAD 27      -  48 37 56.20080(N)    101 12 40.59790(W) AD(       ) 3
 TF2114
 TF2114.Superseded values are not recommended for survey control.
 TF2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2114.See file dsdata.txt to determine how the superseded data were derived.
 TF2114
 TF2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3704788943(NAD 83)
 TF2114_MARKER: DS = TRIANGULATION STATION DISK
 TF2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2114
 TF2114  HISTORY     - Date     Condition        Report By
 TF2114  HISTORY     - 1963     MONUMENTED       CGS
 TF2114
 TF2114                          STATION DESCRIPTION
 TF2114
 TF2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2114'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST AND 1/4 MILE
 TF2114'NORTH OF LANSFORD, IN THE NORTHWEST 1/4 OF SECTION 1, T159N
 TF2114'AND R82W.
 TF2114'
 TF2114'TO REACH THE STATION FROM THE POST OFFICE IN LANSFORD, GO EAST
 TF2114'0.05 MILE TO A CROSSROADS, TURN RIGHT, GO SOUTHEAST AND SOUTH
 TF2114'FOR 0.9 MILE TO A CROSSROADS, TURN LEFT, GO EAST ON A PAVED
 TF2114'ROAD FOR 3.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY 83, TURN
 TF2114'LEFT, GO NORTH ON U.S. HIGHWAY 83 FOR 1.0 MILE TO A CROSSROADS,
 TF2114'TURN RIGHT, GO EAST ON A GRAVELED ROAD FOR 4.0 MILES TO A DIM
 TF2114'CROSSROADS AND THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE
 TF2114'OF THE INTERSECTION, CONTINUE EAST FOR 0.4 MILE TO THE AZIMUTH
 TF2114'MARK ON THE LEFT.
 TF2114'
 TF2114'THE STATION MARK IS A STANDARD DISK, STAMPED HURD 1963, SET
 TF2114'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2114'FLUSH WITH THE GROUND.  IT IS 66 FEET SOUTH OF THE CENTER
 TF2114'OF A GRAVELED ROAD, 41 FEET EAST OF THE CENTER OF A TRACK ROAD,
 TF2114'10.5 FEET EAST OF A POWERLINE POLE AND 9.1 FEET EAST OF THE
 TF2114'WITNESS POST.
 TF2114'
 TF2114'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HURD NO 1 1963,
 TF2114'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2114'IS FLUSH WITH THE GROUND.  IT IS 67 FEET SOUTH OF THE CENTER
 TF2114'OF A GRAVELED ROAD AND 79 FEET EAST OF A POWERLINE POLE.
 TF2114'
 TF2114'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HURD NO 2 1963,
 TF2114'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2114'1 INCH.  IT IS 72 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 TF2114'44 FEET WEST OF A POWERLINE POLE AND 13 FEET WEST OF THE CENTER
 TF2114'OF A TRACK ROAD.
 TF2114'
 TF2114'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HURD 1963, SET IN
 TF2114'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 TF2114'INCHES.  IT IS 120 FEET EAST OF A TELEPHONE POLE, 68 FEET NORTH
 TF2114'OF THE CENTER OF A GRAVELED ROAD AND 2.0 FEET SOUTHWEST OF
 TF2114'THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1202 ***********************************************************************
 SM1202  DESIGNATION -  HURDSFIELD LUTH CHURCH SPIRE
 SM1202  PID         -  SM1202
 SM1202  STATE/COUNTY-  ND/WELLS
 SM1202  USGS QUAD   -  HURDSFIELD (1978)
 SM1202
 SM1202                         *CURRENT SURVEY CONTROL
 SM1202  ___________________________________________________________________
 SM1202* NAD 83(1996)-  47 26 49.66376(N)    099 55 53.15126(W)     ADJUSTED  
 SM1202* NAVD 88     -                                                        
 SM1202  ___________________________________________________________________
 SM1202  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 SM1202  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SM1202
 SM1202  HORZ ORDER  -  THIRD
 SM1202
 SM1202.The horizontal coordinates were established by classical geodetic methods
 SM1202.and adjusted by the National Geodetic Survey in January 1998..
 SM1202
 SM1202
 SM1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1202
 SM1202.The geoid height was determined by GEOID03.
 SM1202
 SM1202;                    North         East     Units Scale Factor Converg.
 SM1202;SPC ND N     -    49,870.461   642,880.508   MT  0.99999732   +0 25 23.1
 SM1202;SPC ND N     -   163,617.00  2,109,188.02   iFT  0.99999732   +0 25 23.1
 SM1202;UTM  14      - 5,255,274.335   429,780.608   MT  0.99966059   -0 41 10.2
 SM1202
 SM1202                          SUPERSEDED SURVEY CONTROL
 SM1202
 SM1202  NAD 83(1986)-  47 26 49.67001(N)    099 55 53.15045(W) AD(       ) 4
 SM1202  NAD 27      -  47 26 49.67000(N)    099 55 51.70400(W) AD(       ) 3
 SM1202
 SM1202.Superseded values are not recommended for survey control.
 SM1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1202.See file dsdata.txt to determine how the superseded data were derived.
 SM1202
 SM1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2978155274(NAD 83)
 SM1202_MARKER: 90 = CHURCH SPIRE
 SM1202
 SM1202  HISTORY     - Date     Condition        Report By
 SM1202  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1202
 SM1202                          STATION DESCRIPTION
 SM1202
 SM1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1202'THIS INTERSECTION STATION IS LOCATED IN THE WESTERN PART OF
 SM1202'THE TOWN OF HURDSFIELD, ABOUT 0.2 MILE N OF STATE HIGHWAY 7.
 SM1202'
 SM1202'THE CHURCH IS PAINTED WHITE AND THE SPIRE HAS AN ORNAMENTAL
 SM1202'FINIAL AT ITS APEX.  IT IS ABOUT 60 FEET HIGH AND WAS ERECTED
 SM1202'IN 1914.  THE POINT LOCATED WAS THE TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1203 ***********************************************************************
 SM1203  DESIGNATION -  HURDSFIELD OCCIDENT ELEVATOR
 SM1203  PID         -  SM1203
 SM1203  STATE/COUNTY-  ND/WELLS
 SM1203  USGS QUAD   -  HURDSFIELD (1978)
 SM1203
 SM1203                         *CURRENT SURVEY CONTROL
 SM1203  ___________________________________________________________________
 SM1203* NAD 83(1996)-  47 26 57.81741(N)    099 55 46.55150(W)     ADJUSTED  
 SM1203* NAVD 88     -                                                        
 SM1203  ___________________________________________________________________
 SM1203  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 SM1203  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SM1203
 SM1203  HORZ ORDER  -  THIRD
 SM1203
 SM1203.The horizontal coordinates were established by classical geodetic methods
 SM1203.and adjusted by the National Geodetic Survey in January 1998..
 SM1203
 SM1203
 SM1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1203
 SM1203.The geoid height was determined by GEOID03.
 SM1203
 SM1203;                    North         East     Units Scale Factor Converg.
 SM1203;SPC ND N     -    50,123.287   643,016.902   MT  0.99999688   +0 25 28.0
 SM1203;SPC ND N     -   164,446.48  2,109,635.51   iFT  0.99999688   +0 25 28.0
 SM1203;UTM  14      - 5,255,524.388   429,921.823   MT  0.99966035   -0 41 05.4
 SM1203
 SM1203                          SUPERSEDED SURVEY CONTROL
 SM1203
 SM1203  NAD 83(1986)-  47 26 57.82368(N)    099 55 46.55040(W) AD(       ) 4
 SM1203  NAD 27      -  47 26 57.82200(N)    099 55 45.10800(W) AD(       ) 3
 SM1203
 SM1203.Superseded values are not recommended for survey control.
 SM1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1203.See file dsdata.txt to determine how the superseded data were derived.
 SM1203
 SM1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2992255524(NAD 83)
 SM1203
 SM1203  HISTORY     - Date     Condition        Report By
 SM1203  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1203
 SM1203                          STATION DESCRIPTION
 SM1203
 SM1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1203'THIS INTERSECTION STATION IS LOCATED IN THE NW PART OF THE
 SM1203'TOWN OF HURDSFIELD.  IT IS 15 YARDS S OF THE NORTHERN PACIFIC
 SM1203'RAILROAD TRACK AND 0.3 MILE N OF STATE HIGHWAY 7.  IT IS THE
 SM1203'MORE WESTERLY OF TWO ELEVATORS.
 SM1203'
 SM1203'THE BUILDING IS CONSTRUCTED OF METAL, PAINTED GRAY AND IS 76
 SM1203'FEET HIGH.  IT WAS BUILT IN 1915.
 SM1203'
 SM1203'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2046 ***********************************************************************
 TF2046  DESIGNATION -  HUSO
 TF2046  PID         -  TF2046
 TF2046  STATE/COUNTY-  ND/MCHENRY
 TF2046  USGS QUAD   -  KARLSRUHE (1957)
 TF2046
 TF2046                         *CURRENT SURVEY CONTROL
 TF2046  ___________________________________________________________________
 TF2046* NAD 83(1996)-  48 03 42.70450(N)    100 30 32.34697(W)     ADJUSTED  
 TF2046* NAVD 88     -       488.5    (meters)    1603.     (feet)  VERTCON   
 TF2046  ___________________________________________________________________
 TF2046  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 TF2046  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TF2046
 TF2046  HORZ ORDER  -  FIRST
 TF2046
 TF2046.The horizontal coordinates were established by classical geodetic methods
 TF2046.and adjusted by the National Geodetic Survey in January 1998..
 TF2046
 TF2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2046
 TF2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2046
 TF2046.The geoid height was determined by GEOID03.
 TF2046
 TF2046;                    North         East     Units Scale Factor Converg.
 TF2046;SPC ND N     -   118,058.729   599,330.316   MT  0.99993592   -0 00 24.1
 TF2046;SPC ND N     -   387,331.79  1,966,306.81   iFT  0.99993592   -0 00 24.1
 TF2046;UTM  14      - 5,324,277.413   387,572.493   MT  0.99975531   -1 07 21.4
 TF2046
 TF2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2046!SPC ND N     -   0.99992683  x   0.99993592  =   0.99986276
 TF2046!UTM  14      -   0.99992683  x   0.99975531  =   0.99968216
 TF2046
 TF2046|---------------------------------------------------------------------|
 TF2046| PID    Reference Object                     Distance      Geod. Az  |
 TF2046|                                                           dddmmss.s |
 TF2046| CO7001 HUSO RM 1                            26.002 METERS 03453     |
 TF2046| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX.27.9 KM 1345600.1 |
 TF2046| SN1554 DRAKE MUNICIPAL TANK                APPROX.18.4 KM 1454031.2 |
 TF2046| SN1550 DRAKE EVAN JEHOVALAN LUTH CH        APPROX.18.3 KM 1463310.4 |
 TF2046| SN1597 BALFOUR ST JOSEPH CATH CHURCH       APPROX.12.2 KM 1895934.9 |
 TF2046| TF2049 LUTHERAN CHURCH STEEPLE             APPROX.10.3 KM 2394104.5 |
 TF2046| CO6999 HUSO AZ MK                                         2623806.9 |
 TF2046| CO7000 HUSO AZ MK 2                                       2665240.8 |
 TF2046| CO7002 HUSO RM 2                            35.512 METERS 30707     |
 TF2046|---------------------------------------------------------------------|
 TF2046
 TF2046                          SUPERSEDED SURVEY CONTROL
 TF2046
 TF2046  NAD 83(1986)-  48 03 42.70715(N)    100 30 32.34642(W) AD(       ) 1
 TF2046  NAD 27      -  48 03 42.68530(N)    100 30 30.83050(W) AD(       ) 1
 TF2046  NGVD 29 (07/19/86)  488.1    (m)         1601.     (f) VERT ANG       
 TF2046
 TF2046.Superseded values are not recommended for survey control.
 TF2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2046.See file dsdata.txt to determine how the superseded data were derived.
 TF2046
 TF2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU8757224277(NAD 83)
 TF2046_MARKER: DS = TRIANGULATION STATION DISK
 TF2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2046
 TF2046  HISTORY     - Date     Condition        Report By
 TF2046  HISTORY     - 1946     MONUMENTED       CGS
 TF2046  HISTORY     - 1962     GOOD             CGS
 TF2046  HISTORY     - 1967     GOOD             CGS
 TF2046
 TF2046                          STATION DESCRIPTION
 TF2046
 TF2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2046'THE STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF DRAKE
 TF2046'AND 5-1/2 MILES EAST-SOUTHEAST OF KARLSRUHE.  IT IS ABOUT 0.4
 TF2046'MILE WEST-SOUTHWEST OF A PROMINENT GROVE OF TREES AND THE FARM
 TF2046'BUILDINGS OF MR. KENETH HUSO.  IT IS ON THE HIGHEST POINT OF
 TF2046'A ROUND TOPPED HILL IN A CULTIVATED FIELD AND IS 71 FEET SOUTH
 TF2046'OF A FENCE.  THE MARK IS ABOUT 12 INCHES UNDER THE SURFACE OF
 TF2046'THE GROUND AND THE DISK IS STAMPED HUSO 1946.
 TF2046'
 TF2046'REFERENCE MARK NO. 1 IS 85.59 FEET NORTHEAST OF THE STATION, 3
 TF2046'FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE MARK
 TF2046'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HUSO NO 1 1946.
 TF2046'
 TF2046'REFERENCE MARK NO. 2 IS 116.66 FEET NORTHWEST OF THE STATION
 TF2046'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES
 TF2046'AND THE DISK IS STAMPED HUSO NO 2 1946.
 TF2046'
 TF2046'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 24 FEET
 TF2046'EAST OF THE APPROXIMATE CENTER LINE OF THE SECTION LINE ROAD,
 TF2046'ABOUT 100 FEET NORTH OF A FENCE CORNER, 3 FEET NORTH OF A
 TF2046'WITNESS POST AND IN A FENCE LINE.  THE MARK PROJECTS ABOUT 2
 TF2046'INCHES AND THE DISK IS STAMPED HUSO 1946.
 TF2046'
 TF2046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 2
 TF2046'AND STATE HIGHWAY NO. 14 AT THE SOUTHWEST CORNER OF TOWNER, GO
 TF2046'SOUTH AND WEST ON HIGHWAY NO. 2 FOR 3.6 MILES TO A POINT WHERE
 TF2046'HIGHWAY NO. 14 TURNS SOUTH.  GO SOUTH ON HIGHWAY 14 FOR 16.2
 TF2046'MILES TO A DIM ROAD RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO
 TF2046'WEST FOR 2.9 MILES TO A T-ROAD.  HERE TURN LEFT AND GO SOUTH FOR
 TF2046'3.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TF2046'CONTINUE SOUTH FOR 0.05 MILE.  HERE TURN LEFT INTO THE FARM AND
 TF2046'GO 0.15 MILE TO THE NORTHWEST CORNER OF THE BARN.  PASS
 TF2046'THROUGH A GATE AND GO EAST FOR 0.15 MILE TO ANOTHER GATE.
 TF2046'PASS THROUGH THIS GATE, TURN LEFT AND FOLLOW ALONG THE FENCE
 TF2046'FOR 0.1 MILE.  HERE TURN RIGHT AND CONTINUE ALONG THE FENCE
 TF2046'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 TF2046'
 TF2046'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2046
 TF2046                          STATION RECOVERY (1962)
 TF2046
 TF2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2046'THE STATION IS LOCATED 1.0 MILES EAST AND 8 MILES NORTH OF THE
 TF2046'TOWN OF BALFOUR, IN THE NORTH CENTRAL 1/4 OF SEC. 24, T153N, R77W,
 TF2046'ON THE HIGHEST POINT OF THE HILL.
 TF2046'
 TF2046'TO REACH FROM THE CROSSROADS JUST SOUTH OF THE RAILROAD DEPOT
 TF2046'IN BALFOUR, GO WESTERLY ON U.S. HIGHWAY 52 FOR 0.35 MILE.  TURN
 TF2046'RIGHT AND GO ON A GRAVELED ROAD FOR 4.8 MILES TO A T ROAD.  TURN
 TF2046'RIGHT AND GO 0.2 MILE TO A T ROAD LEFT.  TURN LEFT AND GO 2
 TF2046'MILES TO A CROSSROAD.  TURN RIGHT AND GO 1.1 MILES TO A
 TF2046'T ROAD LEFT.  TURN LEFT AND GO 0.5 MILE TO A DRIVEWAY ON THE
 TF2046'RIGHT.  (CONTINUE FOR 0.1 MILE TO THE AZIMUTH ON THE RIGHT.) TURN
 TF2046'RIGHT AND GO 0.05 MILE TO A FARM HOUSE.  CONTINUE THROUGH BARN LOT
 TF2046'TO THE NORTHEAST CORNER AND A GATE.  PASS THROUGH THE GATE AND
 TF2046'GO NORTH ALONG THE EAST SIDE OF THE FENCE.  TURN RIGHT AND GO
 TF2046'EAST FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL AND
 TF2046'STATION.
 TF2046'
 TF2046'THE STATION MARK IS A STANDARD DISK STAMPED HUSO 1946 1962 AND
 TF2046'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT.  IT IS
 TF2046'71 FEET SOUTH OF A FENCE LINE.
 TF2046'
 TF2046'REFERENCE MARK NO. 1, STAMPED HUSO NO 1 1946, IS A STANDARD
 TF2046'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2046'IS FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF A WIRE FENCE.
 TF2046'
 TF2046'REFERENCE MARK NO. 2, STAMPED HUSO NO 2 1946, IS A STANDARD
 TF2046'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2046'IS FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF A WIRE FENCE.
 TF2046'
 TF2046'THE AZIMUTH MARK STAMPED HUSO 1946 1962 IS A STANDARD DISK
 TF2046'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2046'PROJECTS 3 INCHES.  IT IS 33 FEET EAST OF THE CENTER OF A GRAVELED
 TF2046'ROAD, 10 FEET NORTH OF A TELEPHONE POLE, 2 FEET WEST OF A
 TF2046'WIRE FENCE AND 1.9 FEET SOUTH OF THE WITNESS POST.
 TF2046
 TF2046                          STATION RECOVERY (1967)
 TF2046
 TF2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2046'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 TF2046'RECOVERED AND FOUND IN GOOD CONDITION, AS DESCRIBED IN THE
 TF2046'1962.  A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE MARKS
 TF2046'AND WERE FOUND CORRECT.  THE ROUTE AND LOCATION OF THE STATION
 TF2046'ARE CORRECT.
 TF2046'
 TF2046'A TRIPOD WAS USED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1970 ***********************************************************************
 TG1970  DESIGNATION -  HUSO
 TG1970  PID         -  TG1970
 TG1970  STATE/COUNTY-  ND/DIVIDE
 TG1970  USGS QUAD   -  CROSBY (1981)
 TG1970
 TG1970                         *CURRENT SURVEY CONTROL
 TG1970  ___________________________________________________________________
 TG1970* NAD 83(1996)-  48 58 42.76285(N)    103 20 00.73406(W)     ADJUSTED  
 TG1970* NAVD 88     -       589.     (meters)    1932.     (feet)  SCALED    
 TG1970  ___________________________________________________________________
 TG1970  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 TG1970  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG1970
 TG1970  HORZ ORDER  -  THIRD
 TG1970
 TG1970.The horizontal coordinates were established by classical geodetic methods
 TG1970.and adjusted by the National Geodetic Survey in January 1998..
 TG1970
 TG1970.The orthometric height was scaled from a topographic map.
 TG1970
 TG1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1970
 TG1970.The geoid height was determined by GEOID03.
 TG1970
 TG1970;                    North         East     Units Scale Factor Converg.
 TG1970;SPC ND N     -   223,808.191   392,610.771   MT  1.00005789   -2 06 30.7
 TG1970;SPC ND N     -   734,278.84  1,288,093.08   iFT  1.00005789   -2 06 30.7
 TG1970;UTM  13      - 5,426,408.842   621,939.278   MT  0.99978267   +1 15 26.8
 TG1970
 TG1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1970!SPC ND N     -   0.99991062  x   1.00005789  =   0.99996851
 TG1970!UTM  13      -   0.99991062  x   0.99978267  =   0.99969331
 TG1970
 TG1970:                Primary Azimuth Mark                     Grid Az
 TG1970:SPC ND N     -  GUBERT                                   282 54 11.6
 TG1970:UTM  13      -  GUBERT                                   279 32 14.1
 TG1970
 TG1970|---------------------------------------------------------------------|
 TG1970| PID    Reference Object                     Distance      Geod. Az  |
 TG1970|                                                           dddmmss.s |
 TG1970| TG1965 GUBERT                              APPROX. 5.7 KM 2804740.9 |
 TG1970|---------------------------------------------------------------------|
 TG1970
 TG1970                          SUPERSEDED SURVEY CONTROL
 TG1970
 TG1970  NAD 83(1986)-  48 58 42.76551(N)    103 20 00.72521(W) AD(       ) 3
 TG1970
 TG1970.Superseded values are not recommended for survey control.
 TG1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1970.See file dsdata.txt to determine how the superseded data were derived.
 TG1970
 TG1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2193926409(NAD 83)
 TG1970_MARKER: DD = SURVEY DISK
 TG1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1970+STABILITY: SURFACE MOTION
 TG1970
 TG1970  HISTORY     - Date     Condition        Report By
 TG1970  HISTORY     - 1911     MONUMENTED       IBC
 TG1970
 TG1970                          STATION DESCRIPTION
 TG1970
 TG1970'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1970'ABOUT 1-1/2 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TG1970'MONUMENTS 605 AND 606, IN NW 1/4 SECTION 6, TOWNSHIP 163 N, RANGE
 TG1970'97 W, FIFTH PRINCIPAL MERIDIAN.  THE STATION IS ON THE EAST SIDE OF
 TG1970'THE ROAD AT THE WEST BOUNDARY OF THE SECTION AND IS APPROXIMATELY
 TG1970'300 METERS FROM THE NORTH BOUNDARY.  THE SLOPE OF THE ROAD CHANGES
 TG1970'AT THE STATION.
 TG1970'
 TG1970'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1970'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0364 ***********************************************************************
 SL0364  DESIGNATION -  I
 SL0364  PID         -  SL0364
 SL0364  STATE/COUNTY-  ND/GRAND FORKS
 SL0364  USGS QUAD   -  GRAND FORKS (1994)
 SL0364
 SL0364                         *CURRENT SURVEY CONTROL
 SL0364  ___________________________________________________________________
 SL0364* NAD 83(1986)-  47 55 31.     (N)    097 01 56.     (W)     SCALED    
 SL0364* NAVD 88     -       254.592  (meters)     835.27   (feet)  ADJUSTED  
 SL0364  ___________________________________________________________________
 SL0364  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL0364  DYNAMIC HT  -         254.641 (meters)     835.43  (feet)  COMP
 SL0364  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 SL0364
 SL0364  VERT ORDER  -  FIRST     CLASS II
 SL0364
 SL0364.The horizontal coordinates were scaled from a topographic map and have
 SL0364.an estimated accuracy of +/- 6 seconds.
 SL0364
 SL0364.The orthometric height was determined by differential leveling
 SL0364.and adjusted by the National Geodetic Survey in June 1991..
 SL0364.WARNING-Repeat measurements at this control monument indicate possible
 SL0364.vertical movement.
 SL0364
 SL0364.The geoid height was determined by GEOID03.
 SL0364
 SL0364.The dynamic height is computed by dividing the NAVD 88
 SL0364.geopotential number by the normal gravity value computed on the
 SL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0364.degrees latitude (g = 980.6199 gals.).
 SL0364
 SL0364.The modeled gravity was interpolated from observed gravity values.
 SL0364
 SL0364;                    North         East    Units  Estimated Accuracy
 SL0364;SPC ND N     -   108,710.      859,050.      MT  (+/- 180 meters Scaled)
 SL0364
 SL0364                          SUPERSEDED SURVEY CONTROL
 SL0364
 SL0364  NGVD 29 (??/??/92)  254.263  (m)          834.19   (f) ADJ UNCH    1 2
 SL0364
 SL0364.Superseded values are not recommended for survey control.
 SL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0364.See file dsdata.txt to determine how the superseded data were derived.
 SL0364
 SL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU469098(NAD 83)
 SL0364_MARKER: DB = BENCH MARK DISK
 SL0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0364_SP_SET: FOUNDATION
 SL0364_STAMPING: ELEV 834.309 FT I
 SL0364_MARK LOGO: CGS   
 SL0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0364
 SL0364  HISTORY     - Date     Condition        Report By
 SL0364  HISTORY     - UNK      MONUMENTED       CGS
 SL0364  HISTORY     - 1934     GOOD             NGS
 SL0364  HISTORY     - 1963     GOOD             NGS
 SL0364  HISTORY     - 1981     GOOD             NGS
 SL0364
 SL0364                          STATION DESCRIPTION
 SL0364
 SL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0364'IN GRAND FORKS.
 SL0364'AT GRAND FORKS, GRAND FORKS COUNTY, AT THE POST OFFICE, IN THE WEST
 SL0364'FACE OF THE GRANITE FOUNDATION WALL, 8 INCHES NORTH OF THE SOUTHWEST
 SL0364'CORNER, AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 SL0364'834.309 FT I AND SET VERTICALLY.
 SL0364
 SL0364                          STATION RECOVERY (1963)
 SL0364
 SL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0364'RECOVERED IN GOOD CONDITION.
 SL0364
 SL0364                          STATION RECOVERY (1981)
 SL0364
 SL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0364'RECOVERED THIS DATE, THE BUILDING IS NOW THE FEDERAL BUILDING
 SL0364'INSTEAD OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0562 ***********************************************************************
 TG0562  DESIGNATION -  I 10 B 1
 TG0562  PID         -  TG0562
 TG0562  STATE/COUNTY-  ND/MOUNTRAIL
 TG0562  USGS QUAD   -  LOSTWOOD (1981)
 TG0562
 TG0562                         *CURRENT SURVEY CONTROL
 TG0562  ___________________________________________________________________
 TG0562* NAD 83(1986)-  48 24 58.     (N)    102 28 12.     (W)     SCALED    
 TG0562* NAVD 88     -       694.174  (meters)    2277.47   (feet)  ADJUSTED  
 TG0562  ___________________________________________________________________
 TG0562  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG0562  DYNAMIC HT  -         694.291 (meters)    2277.85  (feet)  COMP
 TG0562  MODELED GRAV-     980,756.1   (mgal)                       NAVD 88
 TG0562
 TG0562  VERT ORDER  -  SECOND    CLASS 0
 TG0562
 TG0562.The horizontal coordinates were scaled from a topographic map and have
 TG0562.an estimated accuracy of +/- 6 seconds.
 TG0562
 TG0562.The orthometric height was determined by differential leveling
 TG0562.and adjusted by the National Geodetic Survey in June 1991..
 TG0562
 TG0562.The geoid height was determined by GEOID03.
 TG0562
 TG0562.The dynamic height is computed by dividing the NAVD 88
 TG0562.geopotential number by the normal gravity value computed on the
 TG0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0562.degrees latitude (g = 980.6199 gals.).
 TG0562
 TG0562.The modeled gravity was interpolated from observed gravity values.
 TG0562
 TG0562;                    North         East    Units  Estimated Accuracy
 TG0562;SPC ND N     -   159,310.      454,200.      MT  (+/- 180 meters Scaled)
 TG0562
 TG0562                          SUPERSEDED SURVEY CONTROL
 TG0562
 TG0562  NGVD 29 (??/??/92)  693.73   (m)         2276.0    (f) COMPUTED    2 0
 TG0562
 TG0562.Superseded values are not recommended for survey control.
 TG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0562.See file dsdata.txt to determine how the superseded data were derived.
 TG0562
 TG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP871656(NAD 83)
 TG0562_MARKER: DD = SURVEY DISK
 TG0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0562_SP_SET: PEDESTAL
 TG0562_STAMPING: I 10 B 1
 TG0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0562
 TG0562  HISTORY     - Date     Condition        Report By
 TG0562  HISTORY     - UNK      MONUMENTED       DOD
 TG0562  HISTORY     - 1963     GOOD             NGS
 TG0562
 TG0562                          STATION DESCRIPTION
 TG0562
 TG0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0562'9.6 MI NW FROM STANLEY.
 TG0562'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0562'STANLEY, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, ON THE WEST
 TG0562'SLOPE OF A LONG HILL, IN THE SOUTH EDGE OF A CULTIVATED FIELD, 88 FEET
 TG0562'NORTH OF THE CENTERLINE OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE
 TG0562'PEDESTAL WITH TRIBRACH, S 17, R 91W, T 157 N.  NOTE-- CENTER OF THE
 TG0562'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0563 ***********************************************************************
 TG0563  DESIGNATION -  I 10 B 1 AZ MK
 TG0563  PID         -  TG0563
 TG0563  STATE/COUNTY-  ND/MOUNTRAIL
 TG0563  USGS QUAD   -  LOSTWOOD (1981)
 TG0563
 TG0563                         *CURRENT SURVEY CONTROL
 TG0563  ___________________________________________________________________
 TG0563* NAD 83(1986)-  48 24 31.     (N)    102 28 24.     (W)     SCALED    
 TG0563* NAVD 88     -       696.769  (meters)    2285.98   (feet)  ADJUSTED  
 TG0563  ___________________________________________________________________
 TG0563  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG0563  DYNAMIC HT  -         696.887 (meters)    2286.37  (feet)  COMP
 TG0563  MODELED GRAV-     980,756.1   (mgal)                       NAVD 88
 TG0563
 TG0563  VERT ORDER  -  SECOND    CLASS 0
 TG0563
 TG0563.The horizontal coordinates were scaled from a topographic map and have
 TG0563.an estimated accuracy of +/- 6 seconds.
 TG0563
 TG0563.The orthometric height was determined by differential leveling
 TG0563.and adjusted by the National Geodetic Survey in June 1991..
 TG0563
 TG0563.The geoid height was determined by GEOID03.
 TG0563
 TG0563.The dynamic height is computed by dividing the NAVD 88
 TG0563.geopotential number by the normal gravity value computed on the
 TG0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0563.degrees latitude (g = 980.6199 gals.).
 TG0563
 TG0563.The modeled gravity was interpolated from observed gravity values.
 TG0563
 TG0563;                    North         East    Units  Estimated Accuracy
 TG0563;SPC ND N     -   158,490.      453,930.      MT  (+/- 180 meters Scaled)
 TG0563
 TG0563                          SUPERSEDED SURVEY CONTROL
 TG0563
 TG0563  NGVD 29 (??/??/92)  696.32   (m)         2284.5    (f) COMPUTED    2 0
 TG0563
 TG0563.Superseded values are not recommended for survey control.
 TG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0563.See file dsdata.txt to determine how the superseded data were derived.
 TG0563
 TG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP869648(NAD 83)
 TG0563_MARKER: DZ = AZIMUTH MARK DISK
 TG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0563_STAMPING: I 10 B 1 1963
 TG0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0563+STABILITY: SURFACE MOTION
 TG0563
 TG0563  HISTORY     - Date     Condition        Report By
 TG0563  HISTORY     - 1963     MONUMENTED       CGS
 TG0563
 TG0563                          STATION DESCRIPTION
 TG0563
 TG0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0563'10.3 MI NW FROM STANLEY.
 TG0563'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0563'STANLEY, THENCE 2.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.55
 TG0563'MILE SOUTH ALONG A FARM ROAD, ABOUT 0.4 MILE SOUTH OF A RED BARN AND A
 TG0563'WHITE FARMHOUSE, 51 FEET EAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 TG0563'NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED SCHOOLHOUSE, 3.6
 TG0563'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 TG0563'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 17,
 TG0563'R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0561 ***********************************************************************
 TG0561  DESIGNATION -  I 10 B 2
 TG0561  PID         -  TG0561
 TG0561  STATE/COUNTY-  ND/MOUNTRAIL
 TG0561  USGS QUAD   -  LOSTWOOD (1981)
 TG0561
 TG0561                         *CURRENT SURVEY CONTROL
 TG0561  ___________________________________________________________________
 TG0561* NAD 83(1986)-  48 25 13.     (N)    102 27 50.     (W)     SCALED    
 TG0561* NAVD 88     -       708.218  (meters)    2323.55   (feet)  ADJUSTED  
 TG0561  ___________________________________________________________________
 TG0561  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0561  DYNAMIC HT  -         708.338 (meters)    2323.94  (feet)  COMP
 TG0561  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 TG0561
 TG0561  VERT ORDER  -  SECOND    CLASS 0
 TG0561
 TG0561.The horizontal coordinates were scaled from a topographic map and have
 TG0561.an estimated accuracy of +/- 6 seconds.
 TG0561
 TG0561.The orthometric height was determined by differential leveling
 TG0561.and adjusted by the National Geodetic Survey in June 1991..
 TG0561
 TG0561.The geoid height was determined by GEOID03.
 TG0561
 TG0561.The dynamic height is computed by dividing the NAVD 88
 TG0561.geopotential number by the normal gravity value computed on the
 TG0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0561.degrees latitude (g = 980.6199 gals.).
 TG0561
 TG0561.The modeled gravity was interpolated from observed gravity values.
 TG0561
 TG0561;                    North         East    Units  Estimated Accuracy
 TG0561;SPC ND N     -   159,760.      454,660.      MT  (+/- 180 meters Scaled)
 TG0561
 TG0561                          SUPERSEDED SURVEY CONTROL
 TG0561
 TG0561  NGVD 29 (??/??/92)  707.77   (m)         2322.1    (f) COMPUTED    2 0
 TG0561
 TG0561.Superseded values are not recommended for survey control.
 TG0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0561.See file dsdata.txt to determine how the superseded data were derived.
 TG0561
 TG0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP876661(NAD 83)
 TG0561_MARKER: DD = SURVEY DISK
 TG0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0561_SP_SET: PEDESTAL
 TG0561_STAMPING: I 10 B 2
 TG0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0561
 TG0561  HISTORY     - Date     Condition        Report By
 TG0561  HISTORY     - UNK      MONUMENTED       DOD
 TG0561  HISTORY     - 1963     GOOD             NGS
 TG0561
 TG0561                          STATION DESCRIPTION
 TG0561
 TG0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0561'9.6 MI NW FROM STANLEY.
 TG0561'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0561'STANLEY, THENCE 2.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.3 MILE
 TG0561'NORTH ACROSS A CULTIVATED FIELD, ON THE SOUTH SLOPE OF A HIGH RIDGE IN
 TG0561'THE FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 17, R
 TG0561'91 W, T 157 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0569 ***********************************************************************
 TG0569  DESIGNATION -  I 11 B 1
 TG0569  PID         -  TG0569
 TG0569  STATE/COUNTY-  ND/MOUNTRAIL
 TG0569  USGS QUAD   -  LOSTWOOD (1981)
 TG0569
 TG0569                         *CURRENT SURVEY CONTROL
 TG0569  ___________________________________________________________________
 TG0569* NAD 83(1986)-  48 27 33.     (N)    102 24 50.     (W)     SCALED    
 TG0569* NAVD 88     -       727.436  (meters)    2386.60   (feet)  ADJUSTED  
 TG0569  ___________________________________________________________________
 TG0569  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG0569  DYNAMIC HT  -         727.556 (meters)    2386.99  (feet)  COMP
 TG0569  MODELED GRAV-     980,751.1   (mgal)                       NAVD 88
 TG0569
 TG0569  VERT ORDER  -  SECOND    CLASS 0
 TG0569
 TG0569.The horizontal coordinates were scaled from a topographic map and have
 TG0569.an estimated accuracy of +/- 6 seconds.
 TG0569
 TG0569.The orthometric height was determined by differential leveling
 TG0569.and adjusted by the National Geodetic Survey in June 1991..
 TG0569
 TG0569.The geoid height was determined by GEOID03.
 TG0569
 TG0569.The dynamic height is computed by dividing the NAVD 88
 TG0569.geopotential number by the normal gravity value computed on the
 TG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0569.degrees latitude (g = 980.6199 gals.).
 TG0569
 TG0569.The modeled gravity was interpolated from observed gravity values.
 TG0569
 TG0569;                    North         East    Units  Estimated Accuracy
 TG0569;SPC ND N     -   163,990.      458,470.      MT  (+/- 180 meters Scaled)
 TG0569
 TG0569                          SUPERSEDED SURVEY CONTROL
 TG0569
 TG0569  NGVD 29 (??/??/92)  726.986  (m)         2385.12   (f) ADJ UNCH    2 0
 TG0569
 TG0569.Superseded values are not recommended for survey control.
 TG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0569.See file dsdata.txt to determine how the superseded data were derived.
 TG0569
 TG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP911705(NAD 83)
 TG0569_MARKER: DD = SURVEY DISK
 TG0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0569_SP_SET: PEDESTAL
 TG0569_STAMPING: I 11 B 1
 TG0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0569
 TG0569  HISTORY     - Date     Condition        Report By
 TG0569  HISTORY     - UNK      MONUMENTED       DOD
 TG0569  HISTORY     - 1963     GOOD             NGS
 TG0569
 TG0569                          STATION DESCRIPTION
 TG0569
 TG0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0569'10.2 MI N FROM STANLEY.
 TG0569'ABOUT 9.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0569'STANLEY, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, ON THE EAST SLOPE
 TG0569'AND AT THE FOOT OF A LONG HILL, IN THE NORTH EDGE OF A CULTIVATED
 TG0569'FIELD, 84 FEET SOUTH OF THE CENTERLINE OF THE ROAD, A 1 1/2 X 4 FOOT
 TG0569'CONCRETE PEDESTAL WITH TRIBRACH, S 3, R 91 W, T 157 N. NOTE-- CENTER
 TG0569'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0567 ***********************************************************************
 TG0567  DESIGNATION -  I 11 B 1 AZ MK
 TG0567  PID         -  TG0567
 TG0567  STATE/COUNTY-  ND/MOUNTRAIL
 TG0567  USGS QUAD   -  LOSTWOOD (1981)
 TG0567
 TG0567                         *CURRENT SURVEY CONTROL
 TG0567  ___________________________________________________________________
 TG0567* NAD 83(1986)-  48 27 34.     (N)    102 24 29.     (W)     SCALED    
 TG0567* NAVD 88     -       722.509  (meters)    2370.43   (feet)  ADJUSTED  
 TG0567  ___________________________________________________________________
 TG0567  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG0567  DYNAMIC HT  -         722.628 (meters)    2370.82  (feet)  COMP
 TG0567  MODELED GRAV-     980,750.4   (mgal)                       NAVD 88
 TG0567
 TG0567  VERT ORDER  -  SECOND    CLASS 0
 TG0567
 TG0567.The horizontal coordinates were scaled from a topographic map and have
 TG0567.an estimated accuracy of +/- 6 seconds.
 TG0567
 TG0567.The orthometric height was determined by differential leveling
 TG0567.and adjusted by the National Geodetic Survey in June 1991..
 TG0567
 TG0567.The geoid height was determined by GEOID03.
 TG0567
 TG0567.The dynamic height is computed by dividing the NAVD 88
 TG0567.geopotential number by the normal gravity value computed on the
 TG0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0567.degrees latitude (g = 980.6199 gals.).
 TG0567
 TG0567.The modeled gravity was interpolated from observed gravity values.
 TG0567
 TG0567;                    North         East    Units  Estimated Accuracy
 TG0567;SPC ND N     -   164,010.      458,900.      MT  (+/- 180 meters Scaled)
 TG0567
 TG0567                          SUPERSEDED SURVEY CONTROL
 TG0567
 TG0567  NGVD 29 (??/??/92)  722.059  (m)         2368.96   (f) ADJ UNCH    2 0
 TG0567
 TG0567.Superseded values are not recommended for survey control.
 TG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0567.See file dsdata.txt to determine how the superseded data were derived.
 TG0567
 TG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP916706(NAD 83)
 TG0567_MARKER: DZ = AZIMUTH MARK DISK
 TG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0567_STAMPING: I 11 B 1 1963
 TG0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0567+STABILITY: SURFACE MOTION
 TG0567
 TG0567  HISTORY     - Date     Condition        Report By
 TG0567  HISTORY     - 1963     MONUMENTED       CGS
 TG0567
 TG0567                          STATION DESCRIPTION
 TG0567
 TG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0567'9.9 MI N FROM STANLEY.
 TG0567'ABOUT 9.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0567'STANLEY, ABOUT 95 YARDS NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 TG0567'A GRAVELED ROAD, 133.5 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 TG0567'THE GREAT NORTHERN RAILWAY, 49.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 TG0567'5.0 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT EAST OF A POINT IN LINE
 TG0567'WITH A ROW OF TELEPHONE POLES, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 TG0567'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TG0567'CONCRETE POST PROJECTING 3 INCHES, S 34, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0568 ***********************************************************************
 TG0568  DESIGNATION -  I 11 B 2
 TG0568  PID         -  TG0568
 TG0568  STATE/COUNTY-  ND/MOUNTRAIL
 TG0568  USGS QUAD   -  LOSTWOOD (1981)
 TG0568
 TG0568                         *CURRENT SURVEY CONTROL
 TG0568  ___________________________________________________________________
 TG0568* NAD 83(1986)-  48 27 28.     (N)    102 24 25.     (W)     SCALED    
 TG0568* NAVD 88     -       724.709  (meters)    2377.65   (feet)  ADJUSTED  
 TG0568  ___________________________________________________________________
 TG0568  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG0568  DYNAMIC HT  -         724.829 (meters)    2378.04  (feet)  COMP
 TG0568  MODELED GRAV-     980,750.6   (mgal)                       NAVD 88
 TG0568
 TG0568  VERT ORDER  -  SECOND    CLASS 0
 TG0568
 TG0568.The horizontal coordinates were scaled from a topographic map and have
 TG0568.an estimated accuracy of +/- 6 seconds.
 TG0568
 TG0568.The orthometric height was determined by differential leveling
 TG0568.and adjusted by the National Geodetic Survey in June 1991..
 TG0568
 TG0568.The geoid height was determined by GEOID03.
 TG0568
 TG0568.The dynamic height is computed by dividing the NAVD 88
 TG0568.geopotential number by the normal gravity value computed on the
 TG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0568.degrees latitude (g = 980.6199 gals.).
 TG0568
 TG0568.The modeled gravity was interpolated from observed gravity values.
 TG0568
 TG0568;                    North         East    Units  Estimated Accuracy
 TG0568;SPC ND N     -   163,830.      458,980.      MT  (+/- 180 meters Scaled)
 TG0568
 TG0568                          SUPERSEDED SURVEY CONTROL
 TG0568
 TG0568  NGVD 29 (??/??/92)  724.26   (m)         2376.2    (f) COMPUTED    2 0
 TG0568
 TG0568.Superseded values are not recommended for survey control.
 TG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0568.See file dsdata.txt to determine how the superseded data were derived.
 TG0568
 TG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP917704(NAD 83)
 TG0568_MARKER: DD = SURVEY DISK
 TG0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0568_SP_SET: PEDESTAL
 TG0568_STAMPING: I 11 B 2
 TG0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0568
 TG0568  HISTORY     - Date     Condition        Report By
 TG0568  HISTORY     - UNK      MONUMENTED       DOD
 TG0568  HISTORY     - 1963     GOOD             NGS
 TG0568
 TG0568                          STATION DESCRIPTION
 TG0568
 TG0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0568'9.8 MI N FROM STANLEY.
 TG0568'ABOUT 9.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0568'STANLEY, ABOUT 150 YARDS EAST OF THE HIGHWAY, BETWEEN TWO LARGE ROCK
 TG0568'PILES IN A CULTIVATED FIELD, 171 FEET NORTHEAST OF THE NORTHEAST RAIL
 TG0568'OF THE GREAT NORTHERN RAILWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0568'TRIBRACH, S 2, R 91 W, T 157 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0568'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1223 ***********************************************************************
 TE1223  DESIGNATION -  I 2
 TE1223  PID         -  TE1223
 TE1223  STATE/COUNTY-  ND/RAMSEY
 TE1223  USGS QUAD   -  TILDEN (1994)
 TE1223
 TE1223                         *CURRENT SURVEY CONTROL
 TE1223  ___________________________________________________________________
 TE1223* NAD 83(1986)-  48 14 19.     (N)    099 07 50.     (W)     SCALED    
 TE1223* NAVD 88     -       446.320  (meters)    1464.30   (feet)  ADJUSTED  
 TE1223  ___________________________________________________________________
 TE1223  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 TE1223  DYNAMIC HT  -         446.402 (meters)    1464.57  (feet)  COMP
 TE1223  MODELED GRAV-     980,780.3   (mgal)                       NAVD 88
 TE1223
 TE1223  VERT ORDER  -  FIRST     CLASS II
 TE1223
 TE1223.The horizontal coordinates were scaled from a topographic map and have
 TE1223.an estimated accuracy of +/- 6 seconds.
 TE1223
 TE1223.The orthometric height was determined by differential leveling
 TE1223.and adjusted by the National Geodetic Survey in June 1991..
 TE1223.WARNING-Repeat measurements at this control monument indicate possible
 TE1223.vertical movement.
 TE1223
 TE1223.The geoid height was determined by GEOID03.
 TE1223
 TE1223.The dynamic height is computed by dividing the NAVD 88
 TE1223.geopotential number by the normal gravity value computed on the
 TE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1223.degrees latitude (g = 980.6199 gals.).
 TE1223
 TE1223.The modeled gravity was interpolated from observed gravity values.
 TE1223
 TE1223;                    North         East    Units  Estimated Accuracy
 TE1223;SPC ND N     -   138,620.      701,710.      MT  (+/- 180 meters Scaled)
 TE1223
 TE1223                          SUPERSEDED SURVEY CONTROL
 TE1223
 TE1223  NGVD 29 (??/??/92)  445.941  (m)         1463.06   (f) ADJ UNCH    1 2
 TE1223
 TE1223.Superseded values are not recommended for survey control.
 TE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1223.See file dsdata.txt to determine how the superseded data were derived.
 TE1223
 TE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU903428(NAD 83)
 TE1223_MARKER: P = PIPE CAP
 TE1223_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE1223_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE1223_STAMPING: ELEV 1463.143 FT I 2
 TE1223_MARK LOGO: CGS   
 TE1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1223
 TE1223  HISTORY     - Date     Condition        Report By
 TE1223  HISTORY     - UNK      MONUMENTED       CGS
 TE1223  HISTORY     - 1963     GOOD             NGS
 TE1223  HISTORY     - 1982     GOOD             NGS
 TE1223
 TE1223                          STATION DESCRIPTION
 TE1223
 TE1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1223'2.3 MI NW FROM PENN.
 TE1223'ABOUT 2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1223'STATION AT PENN, IN S 15, R 66 W, T 155 N, ABOUT 0.5 MILE NORTHWEST OF
 TE1223'MILEPOST 100, IN THE EAST CORNER OF A SMALL STRIP OF TREES ALONG THE
 TE1223'SOUTHWEST SIDE OF THE TRACK, 192 FEET WEST OF THE CENTER OF THE
 TE1223'CROSSING OF AN EAST-WEST GRAVELED ROAD, 70 FEET NORTH OF THE
 TE1223'CENTERLINE OF THE ROAD LEADING WEST, 51.4 FEET SOUTHWEST OF THE
 TE1223'SOUTHWEST RAIL, 21.5 FEET NORTHWEST OF THE MORE NORTHERLY OF TWO
 TE1223'24-INCH COTTONWOOD TREES ON THE SAME STUMP, 4.5 FEET SOUTH OF A FENCE,
 TE1223'1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE1223'LEVEL OF THE TRACK, A BRONZE CAP SCREWED ON THE TOP OF A 3 1/2-INCH
 TE1223'IRON PIPE PROJECTING 4 INCHES.
 TE1223
 TE1223                          STATION RECOVERY (1982)
 TE1223
 TE1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1223'RECOVERED THIS DATE, DELETE 2.3 MILES NORTHWEST ALONG GREAT
 TE1223'NORTHERN RAILROAD STATION, ADD 3.5 KM (2.2 MI) NORTHWEST OF THE
 TE1223'JUNCTION OF COUNTY ROAD 2 IN PENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0439 ***********************************************************************
 TG0439  DESIGNATION -  I 2 B 1
 TG0439  PID         -  TG0439
 TG0439  STATE/COUNTY-  ND/MOUNTRAIL
 TG0439  USGS QUAD   -  PALERMO (1981)
 TG0439
 TG0439                         *CURRENT SURVEY CONTROL
 TG0439  ___________________________________________________________________
 TG0439* NAD 83(1986)-  48 22 10.     (N)    102 10 11.     (W)     SCALED    
 TG0439* NAVD 88     -       675.989  (meters)    2217.81   (feet)  ADJUSTED  
 TG0439  ___________________________________________________________________
 TG0439  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TG0439  DYNAMIC HT  -         676.102 (meters)    2218.18  (feet)  COMP
 TG0439  MODELED GRAV-     980,754.5   (mgal)                       NAVD 88
 TG0439
 TG0439  VERT ORDER  -  FIRST     CLASS II
 TG0439
 TG0439.The horizontal coordinates were scaled from a topographic map and have
 TG0439.an estimated accuracy of +/- 6 seconds.
 TG0439
 TG0439.The orthometric height was determined by differential leveling
 TG0439.and adjusted by the National Geodetic Survey in June 1991..
 TG0439
 TG0439.The geoid height was determined by GEOID03.
 TG0439
 TG0439.The dynamic height is computed by dividing the NAVD 88
 TG0439.geopotential number by the normal gravity value computed on the
 TG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0439.degrees latitude (g = 980.6199 gals.).
 TG0439
 TG0439.The modeled gravity was interpolated from observed gravity values.
 TG0439
 TG0439;                    North         East    Units  Estimated Accuracy
 TG0439;SPC ND N     -   153,600.      476,310.      MT  (+/- 180 meters Scaled)
 TG0439
 TG0439                          SUPERSEDED SURVEY CONTROL
 TG0439
 TG0439  NGVD 29 (??/??/92)  675.54   (m)         2216.3    (f) COMPUTED    1 2
 TG0439
 TG0439.Superseded values are not recommended for survey control.
 TG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0439.See file dsdata.txt to determine how the superseded data were derived.
 TG0439
 TG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP096612(NAD 83)
 TG0439_MARKER: DD = SURVEY DISK
 TG0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0439_SP_SET: PEDESTAL
 TG0439_STAMPING: B 1
 TG0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0439
 TG0439  HISTORY     - Date     Condition        Report By
 TG0439  HISTORY     - UNK      MONUMENTED       DOD
 TG0439  HISTORY     - 1963     GOOD             NGS
 TG0439
 TG0439                          STATION DESCRIPTION
 TG0439
 TG0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0439'4.5 MI NE FROM PALERMO.
 TG0439'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0439'PALERMO, THENCE 2.3 MILES NORTHEAST ALONG A GRAVELED ROAD, ABOUT 0.1
 TG0439'MILE EAST OF A SHARP CURVE IN THE ROAD, ABOUT 139 YARDS SOUTH OF THE
 TG0439'ROAD, IN A PASTURE AND AT THE SOUTHEAST END OF A HIGH RIDGE, ABOUT
 TG0439'LEVEL WITH THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH,
 TG0439'S 6, R 89 W, T 156 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0440 ***********************************************************************
 TG0440  DESIGNATION -  I 2 B 2
 TG0440  PID         -  TG0440
 TG0440  STATE/COUNTY-  ND/MOUNTRAIL
 TG0440  USGS QUAD   -  PALERMO (1981)
 TG0440
 TG0440                         *CURRENT SURVEY CONTROL
 TG0440  ___________________________________________________________________
 TG0440* NAD 83(1986)-  48 22 18.     (N)    102 10 16.     (W)     SCALED    
 TG0440* NAVD 88     -       678.426  (meters)    2225.80   (feet)  ADJUSTED  
 TG0440  ___________________________________________________________________
 TG0440  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TG0440  DYNAMIC HT  -         678.539 (meters)    2226.17  (feet)  COMP
 TG0440  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TG0440
 TG0440  VERT ORDER  -  FIRST     CLASS II
 TG0440
 TG0440.The horizontal coordinates were scaled from a topographic map and have
 TG0440.an estimated accuracy of +/- 6 seconds.
 TG0440
 TG0440.The orthometric height was determined by differential leveling
 TG0440.and adjusted by the National Geodetic Survey in June 1991..
 TG0440
 TG0440.The geoid height was determined by GEOID03.
 TG0440
 TG0440.The dynamic height is computed by dividing the NAVD 88
 TG0440.geopotential number by the normal gravity value computed on the
 TG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0440.degrees latitude (g = 980.6199 gals.).
 TG0440
 TG0440.The modeled gravity was interpolated from observed gravity values.
 TG0440
 TG0440;                    North         East    Units  Estimated Accuracy
 TG0440;SPC ND N     -   153,850.      476,210.      MT  (+/- 180 meters Scaled)
 TG0440
 TG0440                          SUPERSEDED SURVEY CONTROL
 TG0440
 TG0440  NGVD 29 (??/??/92)  677.98   (m)         2224.3    (f) COMPUTED    1 2
 TG0440
 TG0440.Superseded values are not recommended for survey control.
 TG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0440.See file dsdata.txt to determine how the superseded data were derived.
 TG0440
 TG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP094614(NAD 83)
 TG0440_MARKER: DD = SURVEY DISK
 TG0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0440_SP_SET: PEDESTAL
 TG0440_STAMPING: B 2
 TG0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0440
 TG0440  HISTORY     - Date     Condition        Report By
 TG0440  HISTORY     - UNK      MONUMENTED       DOD
 TG0440  HISTORY     - 1963     GOOD             NGS
 TG0440
 TG0440                          STATION DESCRIPTION
 TG0440
 TG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0440'5.1 MI NE FROM PALERMO.
 TG0440'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0440'PALERMO, THENCE 2.7 MILES NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2
 TG0440'MILE SOUTH ALONG A TRACK ROAD, ON THE TOP OF THE FIRST RIDGE SOUTH OF
 TG0440'THE ROAD, IN A FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0440'TRIBRACH, S 6, R 89 W, T 156 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0440'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0442 ***********************************************************************
 TG0442  DESIGNATION -  I 2 Z
 TG0442  PID         -  TG0442
 TG0442  STATE/COUNTY-  ND/MOUNTRAIL
 TG0442  USGS QUAD   -  PALERMO (1981)
 TG0442
 TG0442                         *CURRENT SURVEY CONTROL
 TG0442  ___________________________________________________________________
 TG0442* NAD 83(1986)-  48 22 20.     (N)    102 10 16.     (W)     SCALED    
 TG0442* NAVD 88     -       675.576  (meters)    2216.45   (feet)  ADJUSTED  
 TG0442  ___________________________________________________________________
 TG0442  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TG0442  DYNAMIC HT  -         675.688 (meters)    2216.82  (feet)  COMP
 TG0442  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TG0442
 TG0442  VERT ORDER  -  FIRST     CLASS II
 TG0442
 TG0442.The horizontal coordinates were scaled from a topographic map and have
 TG0442.an estimated accuracy of +/- 6 seconds.
 TG0442
 TG0442.The orthometric height was determined by differential leveling
 TG0442.and adjusted by the National Geodetic Survey in June 1991..
 TG0442
 TG0442.The geoid height was determined by GEOID03.
 TG0442
 TG0442.The dynamic height is computed by dividing the NAVD 88
 TG0442.geopotential number by the normal gravity value computed on the
 TG0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0442.degrees latitude (g = 980.6199 gals.).
 TG0442
 TG0442.The modeled gravity was interpolated from observed gravity values.
 TG0442
 TG0442;                    North         East    Units  Estimated Accuracy
 TG0442;SPC ND N     -   153,910.      476,210.      MT  (+/- 180 meters Scaled)
 TG0442
 TG0442                          SUPERSEDED SURVEY CONTROL
 TG0442
 TG0442  NGVD 29 (??/??/92)  675.13   (m)         2215.0    (f) COMPUTED    1 2
 TG0442
 TG0442.Superseded values are not recommended for survey control.
 TG0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0442.See file dsdata.txt to determine how the superseded data were derived.
 TG0442
 TG0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP094615(NAD 83)
 TG0442_MARKER: DS = TRIANGULATION STATION DISK
 TG0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0442_STAMPING: I 2 Z 1962
 TG0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0442+STABILITY: SURFACE MOTION
 TG0442
 TG0442  HISTORY     - Date     Condition        Report By
 TG0442  HISTORY     - 1962     MONUMENTED       CGS
 TG0442  HISTORY     - 1963     GOOD             NGS
 TG0442
 TG0442                          STATION DESCRIPTION
 TG0442
 TG0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0442'4.9 MI NE FROM PALERMO.
 TG0442'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0442'PALERMO, THENCE 2.7 MILES NORTHEAST ALONG A GRAVELED ROAD, AT THE
 TG0442'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FIELD, 42 FEET NORTH OF THE
 TG0442'CENTERLINE OF THE ROAD, 47 FEET EAST OF THE EXTENDED CENTERLINE OF THE
 TG0442'DRIVEWAY, 86 FEET EAST OF A POWER POLE, 4 FEET SOUTH OF A FENCE, 2.9
 TG0442'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TG0442'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0442'INCHES, S 34, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0443 ***********************************************************************
 TG0443  DESIGNATION -  I 2 Z RM 1
 TG0443  PID         -  TG0443
 TG0443  STATE/COUNTY-  ND/MOUNTRAIL
 TG0443  USGS QUAD   -  PALERMO (1981)
 TG0443
 TG0443                         *CURRENT SURVEY CONTROL
 TG0443  ___________________________________________________________________
 TG0443* NAD 83(1986)-  48 22 20.     (N)    102 10 16.     (W)     SCALED    
 TG0443* NAVD 88     -       675.460  (meters)    2216.07   (feet)  ADJUSTED  
 TG0443  ___________________________________________________________________
 TG0443  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TG0443  DYNAMIC HT  -         675.572 (meters)    2216.44  (feet)  COMP
 TG0443  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TG0443
 TG0443  VERT ORDER  -  FIRST     CLASS II
 TG0443
 TG0443.The horizontal coordinates were scaled from a topographic map and have
 TG0443.an estimated accuracy of +/- 6 seconds.
 TG0443
 TG0443.The orthometric height was determined by differential leveling
 TG0443.and adjusted by the National Geodetic Survey in June 1991..
 TG0443
 TG0443.The geoid height was determined by GEOID03.
 TG0443
 TG0443.The dynamic height is computed by dividing the NAVD 88
 TG0443.geopotential number by the normal gravity value computed on the
 TG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0443.degrees latitude (g = 980.6199 gals.).
 TG0443
 TG0443.The modeled gravity was interpolated from observed gravity values.
 TG0443
 TG0443;                    North         East    Units  Estimated Accuracy
 TG0443;SPC ND N     -   153,910.      476,210.      MT  (+/- 180 meters Scaled)
 TG0443
 TG0443                          SUPERSEDED SURVEY CONTROL
 TG0443
 TG0443  NGVD 29 (??/??/92)  675.02   (m)         2214.6    (f) COMPUTED    1 2
 TG0443
 TG0443.Superseded values are not recommended for survey control.
 TG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0443.See file dsdata.txt to determine how the superseded data were derived.
 TG0443
 TG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP094615(NAD 83)
 TG0443_MARKER: DR = REFERENCE MARK DISK
 TG0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0443_STAMPING: I 2 Z NO 1 1962
 TG0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0443+STABILITY: SURFACE MOTION
 TG0443
 TG0443  HISTORY     - Date     Condition        Report By
 TG0443  HISTORY     - 1962     MONUMENTED       CGS
 TG0443  HISTORY     - 1963     GOOD             NGS
 TG0443
 TG0443                          STATION DESCRIPTION
 TG0443
 TG0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0443'4.9 MI NE FROM PALERMO.
 TG0443'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0443'PALERMO, THENCE 2.7 MILES NORTHEAST ALONG A GRAVELED ROAD, AT THE
 TG0443'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FIELD, 45 FEET NORTH OF THE
 TG0443'CENTERLINE OF THE ROAD, 80 FEET EAST OF THE EXTENDED CENTERLINE OF THE
 TG0443'DRIVEWAY, 136 FEET WEST OF A POWER POLE, 33.1 FEET EAST OF THE STATION
 TG0443'MARK, 1.0 FOOT SOUTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0443'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 34,
 TG0443'R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0441 ***********************************************************************
 TG0441  DESIGNATION -  I 2 Z RM 2
 TG0441  PID         -  TG0441
 TG0441  STATE/COUNTY-  ND/MOUNTRAIL
 TG0441  USGS QUAD   -  PALERMO (1981)
 TG0441
 TG0441                         *CURRENT SURVEY CONTROL
 TG0441  ___________________________________________________________________
 TG0441* NAD 83(1986)-  48 22 20.     (N)    102 10 16.     (W)     SCALED    
 TG0441* NAVD 88     -       675.728  (meters)    2216.95   (feet)  ADJUSTED  
 TG0441  ___________________________________________________________________
 TG0441  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TG0441  DYNAMIC HT  -         675.840 (meters)    2217.32  (feet)  COMP
 TG0441  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TG0441
 TG0441  VERT ORDER  -  FIRST     CLASS II
 TG0441
 TG0441.The horizontal coordinates were scaled from a topographic map and have
 TG0441.an estimated accuracy of +/- 6 seconds.
 TG0441
 TG0441.The orthometric height was determined by differential leveling
 TG0441.and adjusted by the National Geodetic Survey in June 1991..
 TG0441
 TG0441.The geoid height was determined by GEOID03.
 TG0441
 TG0441.The dynamic height is computed by dividing the NAVD 88
 TG0441.geopotential number by the normal gravity value computed on the
 TG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0441.degrees latitude (g = 980.6199 gals.).
 TG0441
 TG0441.The modeled gravity was interpolated from observed gravity values.
 TG0441
 TG0441;                    North         East    Units  Estimated Accuracy
 TG0441;SPC ND N     -   153,910.      476,210.      MT  (+/- 180 meters Scaled)
 TG0441
 TG0441                          SUPERSEDED SURVEY CONTROL
 TG0441
 TG0441  NGVD 29 (??/??/92)  675.28   (m)         2215.5    (f) COMPUTED    1 2
 TG0441
 TG0441.Superseded values are not recommended for survey control.
 TG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0441.See file dsdata.txt to determine how the superseded data were derived.
 TG0441
 TG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP094615(NAD 83)
 TG0441_MARKER: DR = REFERENCE MARK DISK
 TG0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0441_STAMPING: I 2 Z NO 2 1962
 TG0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0441+STABILITY: SURFACE MOTION
 TG0441
 TG0441  HISTORY     - Date     Condition        Report By
 TG0441  HISTORY     - 1962     MONUMENTED       CGS
 TG0441  HISTORY     - 1963     GOOD             NGS
 TG0441
 TG0441                          STATION DESCRIPTION
 TG0441
 TG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0441'4.9 MI NE FROM PALERMO.
 TG0441'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0441'PALERMO, THENCE 2.7 MILES NORTHEAST ALONG A GRAVELED ROAD, AT THE
 TG0441'JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FIELD, 45 FEET NORTH OF THE
 TG0441'CENTERLINE OF THE GRAVELED ROAD, 16 FEET EAST OF THE EXTENDED
 TG0441'CENTERLINE OF THE DRIVEWAY, 55 FEET EAST OF A POWER POLE, 30.9 FEET
 TG0441'WEST OF THE STATION MARK, 1.0 FOOT SOUTH OF A FENCE, ABOUT 2 FEET
 TG0441'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0441'PROJECTING 4 INCHES, S 34, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0180 ***********************************************************************
 TF0180  DESIGNATION -  I 3
 TF0180  PID         -  TF0180
 TF0180  STATE/COUNTY-  ND/MCHENRY
 TF0180  USGS QUAD   -  BERWICK (1954)
 TF0180
 TF0180                         *CURRENT SURVEY CONTROL
 TF0180  ___________________________________________________________________
 TF0180* NAD 83(1986)-  48 21 46.     (N)    100 14 51.     (W)     SCALED    
 TF0180* NAVD 88     -       451.936  (meters)    1482.73   (feet)  ADJUSTED  
 TF0180  ___________________________________________________________________
 TF0180  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TF0180  DYNAMIC HT  -         452.028 (meters)    1483.03  (feet)  COMP
 TF0180  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 TF0180
 TF0180  VERT ORDER  -  FIRST     CLASS II
 TF0180
 TF0180.The horizontal coordinates were scaled from a topographic map and have
 TF0180.an estimated accuracy of +/- 6 seconds.
 TF0180
 TF0180.The orthometric height was determined by differential leveling
 TF0180.and adjusted by the National Geodetic Survey in June 1991..
 TF0180
 TF0180.The geoid height was determined by GEOID03.
 TF0180
 TF0180.The dynamic height is computed by dividing the NAVD 88
 TF0180.geopotential number by the normal gravity value computed on the
 TF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0180.degrees latitude (g = 980.6199 gals.).
 TF0180
 TF0180.The modeled gravity was interpolated from observed gravity values.
 TF0180
 TF0180;                    North         East    Units  Estimated Accuracy
 TF0180;SPC ND N     -   151,550.      618,710.      MT  (+/- 180 meters Scaled)
 TF0180
 TF0180                          SUPERSEDED SURVEY CONTROL
 TF0180
 TF0180  NGVD 29 (??/??/92)  451.577  (m)         1481.55   (f) ADJ UNCH    1 2
 TF0180
 TF0180.Superseded values are not recommended for survey control.
 TF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0180.See file dsdata.txt to determine how the superseded data were derived.
 TF0180
 TF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU075573(NAD 83)
 TF0180_MARKER: DB = BENCH MARK DISK
 TF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0180_STAMPING: I 3 ELEV 1481.549 FT
 TF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0180+STABILITY: SURFACE MOTION
 TF0180
 TF0180  HISTORY     - Date     Condition        Report By
 TF0180  HISTORY     - UNK      MONUMENTED       CGS
 TF0180  HISTORY     - 1964     GOOD             NGS
 TF0180  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0180
 TF0180                          STATION DESCRIPTION
 TF0180
 TF0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0180'IN BERWICK.
 TF0180'AT BERWICK, IN S 1, T 156 N, R 75 W, 148 FEET WEST OF THE NORTHWEST
 TF0180'CORNER OF THE GREAT NORTHERN RAILWAY STATION, 65 FEET SOUTHEAST OF THE
 TF0180'THIRD POLE EAST OF MILEPOST 154, 37 FEET NORTH OF THE NORTH RAIL, 1.0
 TF0180'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TF0180'THE TRACK, AND SET IN THE TOP OF A STONE POST PROJECTING 8 INCHES.
 TF0180
 TF0180                          STATION RECOVERY (1982)
 TF0180
 TF0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0180'NOT SEARCHED FOR DURING THIS SURVEY.  OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0660 ***********************************************************************
 TG0660  DESIGNATION -  I 3 B 1
 TG0660  PID         -  TG0660
 TG0660  STATE/COUNTY-  ND/MOUNTRAIL
 TG0660  USGS QUAD   -  PALERMO (1981)
 TG0660
 TG0660                         *CURRENT SURVEY CONTROL
 TG0660  ___________________________________________________________________
 TG0660* NAD 83(1986)-  48 16 27.     (N)    102 13 41.     (W)     SCALED    
 TG0660* NAVD 88     -       679.713  (meters)    2230.03   (feet)  ADJUSTED  
 TG0660  ___________________________________________________________________
 TG0660  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0660  DYNAMIC HT  -         679.819 (meters)    2230.37  (feet)  COMP
 TG0660  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TG0660
 TG0660  VERT ORDER  -  SECOND    CLASS 0
 TG0660
 TG0660.The horizontal coordinates were scaled from a topographic map and have
 TG0660.an estimated accuracy of +/- 6 seconds.
 TG0660
 TG0660.The orthometric height was determined by differential leveling
 TG0660.and adjusted by the National Geodetic Survey in June 1991..
 TG0660
 TG0660.The geoid height was determined by GEOID03.
 TG0660
 TG0660.The dynamic height is computed by dividing the NAVD 88
 TG0660.geopotential number by the normal gravity value computed on the
 TG0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0660.degrees latitude (g = 980.6199 gals.).
 TG0660
 TG0660.The modeled gravity was interpolated from observed gravity values.
 TG0660
 TG0660;                    North         East    Units  Estimated Accuracy
 TG0660;SPC ND N     -   143,100.      471,750.      MT  (+/- 180 meters Scaled)
 TG0660
 TG0660                          SUPERSEDED SURVEY CONTROL
 TG0660
 TG0660  NGVD 29 (??/??/92)  679.26   (m)         2228.5    (f) COMPUTED    2 0
 TG0660
 TG0660.Superseded values are not recommended for survey control.
 TG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0660.See file dsdata.txt to determine how the superseded data were derived.
 TG0660
 TG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056504(NAD 83)
 TG0660_MARKER: DD = SURVEY DISK
 TG0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0660_SP_SET: PEDESTAL
 TG0660_STAMPING: B 1
 TG0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0660
 TG0660  HISTORY     - Date     Condition        Report By
 TG0660  HISTORY     - UNK      MONUMENTED       DOD
 TG0660  HISTORY     - 1963     GOOD             NGS
 TG0660
 TG0660                          STATION DESCRIPTION
 TG0660
 TG0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0660'4.65 MI S FROM PALERMO.
 TG0660'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0660'AT PALERMO, THENCE 4.25 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0660'THENCE 0.25 MILE SOUTHEAST ACROSS A CULTIVATED FIELD, ON THE WEST
 TG0660'SLOPE OF A HILL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S
 TG0660'2, R 90 W, T 155 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0661 ***********************************************************************
 TG0661  DESIGNATION -  I 3 B 2
 TG0661  PID         -  TG0661
 TG0661  STATE/COUNTY-  ND/MOUNTRAIL
 TG0661  USGS QUAD   -  PALERMO (1981)
 TG0661
 TG0661                         *CURRENT SURVEY CONTROL
 TG0661  ___________________________________________________________________
 TG0661* NAD 83(1986)-  48 16 18.     (N)    102 13 30.     (W)     SCALED    
 TG0661* NAVD 88     -       684.667  (meters)    2246.28   (feet)  ADJUSTED  
 TG0661  ___________________________________________________________________
 TG0661  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0661  DYNAMIC HT  -         684.773 (meters)    2246.63  (feet)  COMP
 TG0661  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 TG0661
 TG0661  VERT ORDER  -  SECOND    CLASS 0
 TG0661
 TG0661.The horizontal coordinates were scaled from a topographic map and have
 TG0661.an estimated accuracy of +/- 6 seconds.
 TG0661
 TG0661.The orthometric height was determined by differential leveling
 TG0661.and adjusted by the National Geodetic Survey in June 1991..
 TG0661
 TG0661.The geoid height was determined by GEOID03.
 TG0661
 TG0661.The dynamic height is computed by dividing the NAVD 88
 TG0661.geopotential number by the normal gravity value computed on the
 TG0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0661.degrees latitude (g = 980.6199 gals.).
 TG0661
 TG0661.The modeled gravity was interpolated from observed gravity values.
 TG0661
 TG0661;                    North         East    Units  Estimated Accuracy
 TG0661;SPC ND N     -   142,820.      471,970.      MT  (+/- 180 meters Scaled)
 TG0661
 TG0661                          SUPERSEDED SURVEY CONTROL
 TG0661
 TG0661  NGVD 29 (??/??/92)  684.22   (m)         2244.8    (f) COMPUTED    2 0
 TG0661
 TG0661.Superseded values are not recommended for survey control.
 TG0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0661.See file dsdata.txt to determine how the superseded data were derived.
 TG0661
 TG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP059502(NAD 83)
 TG0661_MARKER: DD = SURVEY DISK
 TG0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0661_SP_SET: PEDESTAL
 TG0661_STAMPING: B 2
 TG0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0661
 TG0661  HISTORY     - Date     Condition        Report By
 TG0661  HISTORY     - UNK      MONUMENTED       DOD
 TG0661  HISTORY     - 1963     GOOD             NGS
 TG0661
 TG0661                          STATION DESCRIPTION
 TG0661
 TG0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0661'4.95 MI S FROM PALERMO.
 TG0661'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0661'AT PALERMO, THENCE 4.25 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0661'THENCE 0.55 MILE SOUTHEAST ACROSS CULTIVATED LAND, ABOUT 0.25 MILE
 TG0661'NORTHEAST OF THE LAUNCHER, AT THE CREST OF A HILL, 84.0 FEET SOUTHEAST
 TG0661'OF A FENCE CORNER, 66.0 FEET EAST OF A FENCE, 45.0 FEET SOUTH OF A
 TG0661'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 2, R 90 W,
 TG0661'T 155 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0664 ***********************************************************************
 TG0664  DESIGNATION -  I 3 Z
 TG0664  PID         -  TG0664
 TG0664  STATE/COUNTY-  ND/MOUNTRAIL
 TG0664  USGS QUAD   -  PALERMO (1981)
 TG0664
 TG0664                         *CURRENT SURVEY CONTROL
 TG0664  ___________________________________________________________________
 TG0664* NAD 83(1986)-  48 16 10.     (N)    102 13 11.     (W)     SCALED    
 TG0664* NAVD 88     -       685.947  (meters)    2250.48   (feet)  ADJUSTED  
 TG0664  ___________________________________________________________________
 TG0664  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0664  DYNAMIC HT  -         686.054 (meters)    2250.83  (feet)  COMP
 TG0664  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG0664
 TG0664  VERT ORDER  -  SECOND    CLASS 0
 TG0664
 TG0664.The horizontal coordinates were scaled from a topographic map and have
 TG0664.an estimated accuracy of +/- 6 seconds.
 TG0664
 TG0664.The orthometric height was determined by differential leveling
 TG0664.and adjusted by the National Geodetic Survey in June 1991..
 TG0664
 TG0664.The geoid height was determined by GEOID03.
 TG0664
 TG0664.The dynamic height is computed by dividing the NAVD 88
 TG0664.geopotential number by the normal gravity value computed on the
 TG0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0664.degrees latitude (g = 980.6199 gals.).
 TG0664
 TG0664.The modeled gravity was interpolated from observed gravity values.
 TG0664
 TG0664;                    North         East    Units  Estimated Accuracy
 TG0664;SPC ND N     -   142,570.      472,350.      MT  (+/- 180 meters Scaled)
 TG0664
 TG0664                          SUPERSEDED SURVEY CONTROL
 TG0664
 TG0664  NGVD 29 (??/??/92)  685.50   (m)         2249.0    (f) COMPUTED    2 0
 TG0664
 TG0664.Superseded values are not recommended for survey control.
 TG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0664.See file dsdata.txt to determine how the superseded data were derived.
 TG0664
 TG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP063499(NAD 83)
 TG0664_MARKER: DS = TRIANGULATION STATION DISK
 TG0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0664_STAMPING: I 3 Z 1962
 TG0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0664+STABILITY: SURFACE MOTION
 TG0664
 TG0664  HISTORY     - Date     Condition        Report By
 TG0664  HISTORY     - 1962     MONUMENTED       CGS
 TG0664  HISTORY     - 1963     GOOD             NGS
 TG0664
 TG0664                          STATION DESCRIPTION
 TG0664
 TG0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0664'5.1 MI S FROM PALERMO.
 TG0664'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0664'AT PALERMO, THENCE 4.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0664'THENCE 0.2 MILE EAST ALONG A TRACK ROAD, AT THE CREST OF A SMALL HILL,
 TG0664'23.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 40.6 FEET EAST OF
 TG0664'R.M. 2, 36.6 FEET SOUTH ACROSS THE TRACK ROAD FROM R.M. 1, 4.0 FEET
 TG0664'NORTH OF AN EAST-WEST FENCE, 3.0 FEET NORTH OF A METAL WITNESS POST,
 TG0664'AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S 2, R 90
 TG0664'W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0663 ***********************************************************************
 TG0663  DESIGNATION -  I 3 Z RM 1
 TG0663  PID         -  TG0663
 TG0663  STATE/COUNTY-  ND/MOUNTRAIL
 TG0663  USGS QUAD   -  PALERMO (1981)
 TG0663
 TG0663                         *CURRENT SURVEY CONTROL
 TG0663  ___________________________________________________________________
 TG0663* NAD 83(1986)-  48 16 10.     (N)    102 13 11.     (W)     SCALED    
 TG0663* NAVD 88     -       685.010  (meters)    2247.40   (feet)  ADJUSTED  
 TG0663  ___________________________________________________________________
 TG0663  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0663  DYNAMIC HT  -         685.116 (meters)    2247.75  (feet)  COMP
 TG0663  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG0663
 TG0663  VERT ORDER  -  SECOND    CLASS 0
 TG0663
 TG0663.The horizontal coordinates were scaled from a topographic map and have
 TG0663.an estimated accuracy of +/- 6 seconds.
 TG0663
 TG0663.The orthometric height was determined by differential leveling
 TG0663.and adjusted by the National Geodetic Survey in June 1991..
 TG0663
 TG0663.The geoid height was determined by GEOID03.
 TG0663
 TG0663.The dynamic height is computed by dividing the NAVD 88
 TG0663.geopotential number by the normal gravity value computed on the
 TG0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0663.degrees latitude (g = 980.6199 gals.).
 TG0663
 TG0663.The modeled gravity was interpolated from observed gravity values.
 TG0663
 TG0663;                    North         East    Units  Estimated Accuracy
 TG0663;SPC ND N     -   142,570.      472,350.      MT  (+/- 180 meters Scaled)
 TG0663
 TG0663                          SUPERSEDED SURVEY CONTROL
 TG0663
 TG0663  NGVD 29 (??/??/92)  684.56   (m)         2245.9    (f) COMPUTED    2 0
 TG0663
 TG0663.Superseded values are not recommended for survey control.
 TG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0663.See file dsdata.txt to determine how the superseded data were derived.
 TG0663
 TG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP063499(NAD 83)
 TG0663_MARKER: DR = REFERENCE MARK DISK
 TG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0663_STAMPING: I 3 Z NO 1 1962
 TG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0663+STABILITY: SURFACE MOTION
 TG0663
 TG0663  HISTORY     - Date     Condition        Report By
 TG0663  HISTORY     - 1962     MONUMENTED       CGS
 TG0663  HISTORY     - 1963     GOOD             NGS
 TG0663
 TG0663                          STATION DESCRIPTION
 TG0663
 TG0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0663'5.1 MI S FROM PALERMO.
 TG0663'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0663'AT PALERMO, THENCE 4.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0663'THENCE 0.2 MILE EAST ALONG A TRACK ROAD, 13.0 FEET NORTH OF THE
 TG0663'CENTERLINE OF THE TRACK ROAD, 52.0 FEET NORTHEAST ACROSS THE TRACK
 TG0663'ROAD FROM R.M. 2, 36.6 FEET NORTH OF THE STATION MARK, AND SET IN THE
 TG0663'TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S 11, R 90 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0665 ***********************************************************************
 TG0665  DESIGNATION -  I 3 Z RM 2
 TG0665  PID         -  TG0665
 TG0665  STATE/COUNTY-  ND/MOUNTRAIL
 TG0665  USGS QUAD   -  PALERMO (1981)
 TG0665
 TG0665                         *CURRENT SURVEY CONTROL
 TG0665  ___________________________________________________________________
 TG0665* NAD 83(1986)-  48 16 10.     (N)    102 13 11.     (W)     SCALED    
 TG0665* NAVD 88     -       685.742  (meters)    2249.81   (feet)  ADJUSTED  
 TG0665  ___________________________________________________________________
 TG0665  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG0665  DYNAMIC HT  -         685.849 (meters)    2250.16  (feet)  COMP
 TG0665  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TG0665
 TG0665  VERT ORDER  -  SECOND    CLASS 0
 TG0665
 TG0665.The horizontal coordinates were scaled from a topographic map and have
 TG0665.an estimated accuracy of +/- 6 seconds.
 TG0665
 TG0665.The orthometric height was determined by differential leveling
 TG0665.and adjusted by the National Geodetic Survey in June 1991..
 TG0665
 TG0665.The geoid height was determined by GEOID03.
 TG0665
 TG0665.The dynamic height is computed by dividing the NAVD 88
 TG0665.geopotential number by the normal gravity value computed on the
 TG0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0665.degrees latitude (g = 980.6199 gals.).
 TG0665
 TG0665.The modeled gravity was interpolated from observed gravity values.
 TG0665
 TG0665;                    North         East    Units  Estimated Accuracy
 TG0665;SPC ND N     -   142,570.      472,350.      MT  (+/- 180 meters Scaled)
 TG0665
 TG0665                          SUPERSEDED SURVEY CONTROL
 TG0665
 TG0665  NGVD 29 (??/??/92)  685.29   (m)         2248.3    (f) COMPUTED    2 0
 TG0665
 TG0665.Superseded values are not recommended for survey control.
 TG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0665.See file dsdata.txt to determine how the superseded data were derived.
 TG0665
 TG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP063499(NAD 83)
 TG0665_MARKER: DR = REFERENCE MARK DISK
 TG0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0665_STAMPING: I 3 Z NO 2 1962
 TG0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0665+STABILITY: SURFACE MOTION
 TG0665
 TG0665  HISTORY     - Date     Condition        Report By
 TG0665  HISTORY     - 1962     MONUMENTED       CGS
 TG0665  HISTORY     - 1963     GOOD             NGS
 TG0665
 TG0665                          STATION DESCRIPTION
 TG0665
 TG0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0665'5.1 MI S FROM PALERMO.
 TG0665'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0665'AT PALERMO, THENCE 4.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0665'THENCE 0.2 MILE EAST ALONG A TRACK ROAD, 19.0 FEET SOUTH OF THE
 TG0665'CENTERLINE OF THE TRACK ROAD, 52.0 FEET SOUTHWEST ACROSS THE TRACK
 TG0665'ROAD FROM R.M. 1, 40.6 FEET WEST OF THE STATION MARK, 4.0 FEET NORTH
 TG0665'OF AN EAST-WEST FENCE, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 TG0665'WITH THE GROUND, S 2, R 90 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0502 ***********************************************************************
 TG0502  DESIGNATION -  I 4 B 1
 TG0502  PID         -  TG0502
 TG0502  STATE/COUNTY-  ND/MOUNTRAIL
 TG0502  USGS QUAD   -  BELDEN (1981)
 TG0502
 TG0502                         *CURRENT SURVEY CONTROL
 TG0502  ___________________________________________________________________
 TG0502* NAD 83(1986)-  48 12 38.     (N)    102 21 14.     (W)     SCALED    
 TG0502* NAVD 88     -       701.105  (meters)    2300.21   (feet)  ADJUSTED  
 TG0502  ___________________________________________________________________
 TG0502  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0502  DYNAMIC HT  -         701.207 (meters)    2300.54  (feet)  COMP
 TG0502  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 TG0502
 TG0502  VERT ORDER  -  SECOND    CLASS 0
 TG0502
 TG0502.The horizontal coordinates were scaled from a topographic map and have
 TG0502.an estimated accuracy of +/- 6 seconds.
 TG0502
 TG0502.The orthometric height was determined by differential leveling
 TG0502.and adjusted by the National Geodetic Survey in June 1991..
 TG0502.WARNING-Repeat measurements at this control monument indicate possible
 TG0502.vertical movement.
 TG0502
 TG0502.The geoid height was determined by GEOID03.
 TG0502
 TG0502.The dynamic height is computed by dividing the NAVD 88
 TG0502.geopotential number by the normal gravity value computed on the
 TG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0502.degrees latitude (g = 980.6199 gals.).
 TG0502
 TG0502.The modeled gravity was interpolated from observed gravity values.
 TG0502
 TG0502;                    North         East    Units  Estimated Accuracy
 TG0502;SPC ND N     -   136,250.      462,240.      MT  (+/- 180 meters Scaled)
 TG0502
 TG0502                          SUPERSEDED SURVEY CONTROL
 TG0502
 TG0502  NGVD 29 (??/??/92)  700.64   (m)         2298.7    (f) COMPUTED    2 0
 TG0502
 TG0502.Superseded values are not recommended for survey control.
 TG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0502.See file dsdata.txt to determine how the superseded data were derived.
 TG0502
 TG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP965430(NAD 83)
 TG0502_MARKER: DD = SURVEY DISK
 TG0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0502_SP_SET: PEDESTAL
 TG0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0502
 TG0502  HISTORY     - Date     Condition        Report By
 TG0502  HISTORY     - UNK      MONUMENTED       DOD
 TG0502  HISTORY     - 1963     GOOD             NGS
 TG0502
 TG0502                          STATION DESCRIPTION
 TG0502
 TG0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0502'3.9 MI N FROM BELDEN.
 TG0502'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0502'BELDEN, ABOUT 76 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 TG0502'GRAVELED ROAD LEADING EAST, IN THE EAST EDGE OF A CULTIVATED FIELD,
 TG0502'126 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, A 1 1/2 X 4 FOOT
 TG0502'CONCRETE PEDESTAL WITH TRIBRACH, S 34, R 91 W, T 155 N.  NOTE-- CENTER
 TG0502'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0503 ***********************************************************************
 TG0503  DESIGNATION -  I 4 B 2
 TG0503  PID         -  TG0503
 TG0503  STATE/COUNTY-  ND/MOUNTRAIL
 TG0503  USGS QUAD   -  BELDEN (1981)
 TG0503
 TG0503                         *CURRENT SURVEY CONTROL
 TG0503  ___________________________________________________________________
 TG0503* NAD 83(1986)-  48 12 17.     (N)    102 21 07.     (W)     SCALED    
 TG0503* NAVD 88     -       702.156  (meters)    2303.66   (feet)  ADJUSTED  
 TG0503  ___________________________________________________________________
 TG0503  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG0503  DYNAMIC HT  -         702.258 (meters)    2303.99  (feet)  COMP
 TG0503  MODELED GRAV-     980,732.1   (mgal)                       NAVD 88
 TG0503
 TG0503  VERT ORDER  -  SECOND    CLASS 0
 TG0503
 TG0503.The horizontal coordinates were scaled from a topographic map and have
 TG0503.an estimated accuracy of +/- 6 seconds.
 TG0503
 TG0503.The orthometric height was determined by differential leveling
 TG0503.and adjusted by the National Geodetic Survey in June 1991..
 TG0503
 TG0503.The geoid height was determined by GEOID03.
 TG0503
 TG0503.The dynamic height is computed by dividing the NAVD 88
 TG0503.geopotential number by the normal gravity value computed on the
 TG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0503.degrees latitude (g = 980.6199 gals.).
 TG0503
 TG0503.The modeled gravity was interpolated from observed gravity values.
 TG0503
 TG0503;                    North         East    Units  Estimated Accuracy
 TG0503;SPC ND N     -   135,600.      462,370.      MT  (+/- 180 meters Scaled)
 TG0503
 TG0503                          SUPERSEDED SURVEY CONTROL
 TG0503
 TG0503  NGVD 29 (??/??/92)  701.69   (m)         2302.1    (f) COMPUTED    2 0
 TG0503
 TG0503.Superseded values are not recommended for survey control.
 TG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0503.See file dsdata.txt to determine how the superseded data were derived.
 TG0503
 TG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP967424(NAD 83)
 TG0503_MARKER: DD = SURVEY DISK
 TG0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0503_SP_SET: PEDESTAL
 TG0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0503
 TG0503  HISTORY     - Date     Condition        Report By
 TG0503  HISTORY     - UNK      MONUMENTED       DOD
 TG0503  HISTORY     - 1963     GOOD             NGS
 TG0503
 TG0503                          STATION DESCRIPTION
 TG0503
 TG0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0503'3.6 MI N FROM BELDEN.
 TG0503'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0503'BELDEN, THENCE 0.1 MILE EAST ACROSS A FIELD, ON THE TOP OF THE HIGHEST
 TG0503'POINT OF A LOW NARROW RIDGE IN THE FIELD, A 1 1/2 X 4 FOOT CONCRETE
 TG0503'PEDESTAL WITH TRIBRACH, S 35, R 91 W, T 155 N.  NOTE-- CENTER OF THE
 TG0503'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0508 ***********************************************************************
 TG0508  DESIGNATION -  I 4 Z
 TG0508  PID         -  TG0508
 TG0508  STATE/COUNTY-  ND/MOUNTRAIL
 TG0508  USGS QUAD   -  BELDEN (1981)
 TG0508
 TG0508                         *CURRENT SURVEY CONTROL
 TG0508  ___________________________________________________________________
 TG0508* NAD 83(1986)-  48 12 12.     (N)    102 21 14.     (W)     SCALED    
 TG0508* NAVD 88     -       698.849  (meters)    2292.81   (feet)  ADJUSTED  
 TG0508  ___________________________________________________________________
 TG0508  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0508  DYNAMIC HT  -         698.950 (meters)    2293.14  (feet)  COMP
 TG0508  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 TG0508
 TG0508  VERT ORDER  -  SECOND    CLASS 0
 TG0508
 TG0508.The horizontal coordinates were scaled from a topographic map and have
 TG0508.an estimated accuracy of +/- 6 seconds.
 TG0508
 TG0508.The orthometric height was determined by differential leveling
 TG0508.and adjusted by the National Geodetic Survey in June 1991..
 TG0508
 TG0508.The geoid height was determined by GEOID03.
 TG0508
 TG0508.The dynamic height is computed by dividing the NAVD 88
 TG0508.geopotential number by the normal gravity value computed on the
 TG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0508.degrees latitude (g = 980.6199 gals.).
 TG0508
 TG0508.The modeled gravity was interpolated from observed gravity values.
 TG0508
 TG0508;                    North         East    Units  Estimated Accuracy
 TG0508;SPC ND N     -   135,450.      462,220.      MT  (+/- 180 meters Scaled)
 TG0508
 TG0508                          SUPERSEDED SURVEY CONTROL
 TG0508
 TG0508  NGVD 29 (??/??/92)  698.38   (m)         2291.3    (f) COMPUTED    2 0
 TG0508
 TG0508.Superseded values are not recommended for survey control.
 TG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0508.See file dsdata.txt to determine how the superseded data were derived.
 TG0508
 TG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP966422(NAD 83)
 TG0508_MARKER: DS = TRIANGULATION STATION DISK
 TG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0508_STAMPING: I 4 Z 1963
 TG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0508+STABILITY: SURFACE MOTION
 TG0508
 TG0508  HISTORY     - Date     Condition        Report By
 TG0508  HISTORY     - 1963     MONUMENTED       CGS
 TG0508
 TG0508                          STATION DESCRIPTION
 TG0508
 TG0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0508'3.3 MI N FROM BELDEN.
 TG0508'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0508'BELDEN, 128 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A FARM
 TG0508'ROAD LEADING NORTHWEST, 84 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TG0508'67.5 FEET NORTHEAST OF THE CENTERLINE OF THE FARM ROAD, 21.5 FEET
 TG0508'NORTH OF A POWER POLE, 4.0 FEET WEST OF POINT IN LINE WITH A ROW OF
 TG0508'POWER POLES, 3.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 TG0508'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0508'INCH, S 34, R 91 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0507 ***********************************************************************
 TG0507  DESIGNATION -  I 4 Z RM 1
 TG0507  PID         -  TG0507
 TG0507  STATE/COUNTY-  ND/MOUNTRAIL
 TG0507  USGS QUAD   -  BELDEN (1981)
 TG0507
 TG0507                         *CURRENT SURVEY CONTROL
 TG0507  ___________________________________________________________________
 TG0507* NAD 83(1986)-  48 12 12.     (N)    102 21 14.     (W)     SCALED    
 TG0507* NAVD 88     -       698.222  (meters)    2290.75   (feet)  ADJUSTED  
 TG0507  ___________________________________________________________________
 TG0507  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0507  DYNAMIC HT  -         698.322 (meters)    2291.08  (feet)  COMP
 TG0507  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 TG0507
 TG0507  VERT ORDER  -  SECOND    CLASS 0
 TG0507
 TG0507.The horizontal coordinates were scaled from a topographic map and have
 TG0507.an estimated accuracy of +/- 6 seconds.
 TG0507
 TG0507.The orthometric height was determined by differential leveling
 TG0507.and adjusted by the National Geodetic Survey in June 1991..
 TG0507
 TG0507.The geoid height was determined by GEOID03.
 TG0507
 TG0507.The dynamic height is computed by dividing the NAVD 88
 TG0507.geopotential number by the normal gravity value computed on the
 TG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0507.degrees latitude (g = 980.6199 gals.).
 TG0507
 TG0507.The modeled gravity was interpolated from observed gravity values.
 TG0507
 TG0507;                    North         East    Units  Estimated Accuracy
 TG0507;SPC ND N     -   135,450.      462,220.      MT  (+/- 180 meters Scaled)
 TG0507
 TG0507                          SUPERSEDED SURVEY CONTROL
 TG0507
 TG0507  NGVD 29 (??/??/92)  697.76   (m)         2289.2    (f) COMPUTED    2 0
 TG0507
 TG0507.Superseded values are not recommended for survey control.
 TG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0507.See file dsdata.txt to determine how the superseded data were derived.
 TG0507
 TG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP966422(NAD 83)
 TG0507_MARKER: DR = REFERENCE MARK DISK
 TG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0507_STAMPING: I 4 Z NO 1 1963
 TG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0507+STABILITY: SURFACE MOTION
 TG0507
 TG0507  HISTORY     - Date     Condition        Report By
 TG0507  HISTORY     - 1963     MONUMENTED       CGS
 TG0507
 TG0507                          STATION DESCRIPTION
 TG0507
 TG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0507'3.3 MI N FROM BELDEN.
 TG0507'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0507'BELDEN, 97 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A FARM ROAD
 TG0507'LEADING NORTHWEST, 82.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TG0507'43.8 FEET SOUTH OF THE STATION MARK, 31.0 FEET NORTHEAST OF THE
 TG0507'CENTERLINE OF THE ROAD LEADING NORTHWEST, 23.0 FEET SOUTH OF A POWER
 TG0507'POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TG0507'OF A CONCRETE POST PROJECTING 1 INCH, S 34, R 91 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0504 ***********************************************************************
 TG0504  DESIGNATION -  I 4 Z RM 2
 TG0504  PID         -  TG0504
 TG0504  STATE/COUNTY-  ND/MOUNTRAIL
 TG0504  USGS QUAD   -  BELDEN (1981)
 TG0504
 TG0504                         *CURRENT SURVEY CONTROL
 TG0504  ___________________________________________________________________
 TG0504* NAD 83(1986)-  48 12 12.     (N)    102 21 14.     (W)     SCALED    
 TG0504* NAVD 88     -       699.071  (meters)    2293.54   (feet)  ADJUSTED  
 TG0504  ___________________________________________________________________
 TG0504  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG0504  DYNAMIC HT  -         699.172 (meters)    2293.87  (feet)  COMP
 TG0504  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 TG0504
 TG0504  VERT ORDER  -  SECOND    CLASS 0
 TG0504
 TG0504.The horizontal coordinates were scaled from a topographic map and have
 TG0504.an estimated accuracy of +/- 6 seconds.
 TG0504
 TG0504.The orthometric height was determined by differential leveling
 TG0504.and adjusted by the National Geodetic Survey in June 1991..
 TG0504
 TG0504.The geoid height was determined by GEOID03.
 TG0504
 TG0504.The dynamic height is computed by dividing the NAVD 88
 TG0504.geopotential number by the normal gravity value computed on the
 TG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0504.degrees latitude (g = 980.6199 gals.).
 TG0504
 TG0504.The modeled gravity was interpolated from observed gravity values.
 TG0504
 TG0504;                    North         East    Units  Estimated Accuracy
 TG0504;SPC ND N     -   135,450.      462,220.      MT  (+/- 180 meters Scaled)
 TG0504
 TG0504                          SUPERSEDED SURVEY CONTROL
 TG0504
 TG0504  NGVD 29 (??/??/92)  698.61   (m)         2292.0    (f) COMPUTED    2 0
 TG0504
 TG0504.Superseded values are not recommended for survey control.
 TG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0504.See file dsdata.txt to determine how the superseded data were derived.
 TG0504
 TG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP966422(NAD 83)
 TG0504_MARKER: DR = REFERENCE MARK DISK
 TG0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0504_STAMPING: I 4 Z NO 2 1963
 TG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0504+STABILITY: SURFACE MOTION
 TG0504
 TG0504  HISTORY     - Date     Condition        Report By
 TG0504  HISTORY     - 1963     MONUMENTED       CGS
 TG0504
 TG0504                          STATION DESCRIPTION
 TG0504
 TG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0504'3.3 MI N FROM BELDEN.
 TG0504'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0504'BELDEN, 162.5 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A FARM
 TG0504'ROAD LEADING NORTHWEST, 87.0 FEET WEST OF THE CENTERLINE OF THE
 TG0504'HIGHWAY, 63.0 FEET NORTH OF A POWER POLE, 41.4 FEET NORTH OF THE
 TG0504'STATION MARK, 5.0 FEET WEST OF A POINT IN LINE WITH A ROW OF POWER
 TG0504'POLES, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TG0504'POST PROJECTING 1 INCH, S 34, R 91 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1343 ***********************************************************************
 TF1343  DESIGNATION -  I 5
 TF1343  PID         -  TF1343
 TF1343  STATE/COUNTY-  ND/WARD
 TF1343  USGS QUAD   -  DONNYBROOK (1948)
 TF1343
 TF1343                         *CURRENT SURVEY CONTROL
 TF1343  ___________________________________________________________________
 TF1343* NAD 83(1986)-  48 30 39.     (N)    101 53 09.     (W)     SCALED    
 TF1343* NAVD 88     -       539.185  (meters)    1768.98   (feet)  ADJUSTED  
 TF1343  ___________________________________________________________________
 TF1343  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TF1343  DYNAMIC HT  -         539.287 (meters)    1769.31  (feet)  COMP
 TF1343  MODELED GRAV-     980,781.7   (mgal)                       NAVD 88
 TF1343
 TF1343  VERT ORDER  -  FIRST     CLASS II
 TF1343
 TF1343.The horizontal coordinates were scaled from a topographic map and have
 TF1343.an estimated accuracy of +/- 6 seconds.
 TF1343
 TF1343.The orthometric height was determined by differential leveling
 TF1343.and adjusted by the National Geodetic Survey in June 1991..
 TF1343
 TF1343.The geoid height was determined by GEOID03.
 TF1343
 TF1343.The dynamic height is computed by dividing the NAVD 88
 TF1343.geopotential number by the normal gravity value computed on the
 TF1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1343.degrees latitude (g = 980.6199 gals.).
 TF1343
 TF1343.The modeled gravity was interpolated from observed gravity values.
 TF1343
 TF1343;                    North         East    Units  Estimated Accuracy
 TF1343;SPC ND N     -   168,900.      497,620.      MT  (+/- 180 meters Scaled)
 TF1343
 TF1343                          SUPERSEDED SURVEY CONTROL
 TF1343
 TF1343  NGVD 29 (??/??/92)  538.787  (m)         1767.67   (f) ADJ UNCH    1 2
 TF1343
 TF1343.Superseded values are not recommended for survey control.
 TF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1343.See file dsdata.txt to determine how the superseded data were derived.
 TF1343
 TF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU868771(NAD 83)
 TF1343_MARKER: Q = CHISELED SQUARE
 TF1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1343_SP_SET: STEP
 TF1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1343
 TF1343  HISTORY     - Date     Condition        Report By
 TF1343  HISTORY     - UNK      MONUMENTED       CGS
 TF1343  HISTORY     - 1963     GOOD             NGS
 TF1343
 TF1343                          STATION DESCRIPTION
 TF1343
 TF1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1343'IN DONNYBROOK.
 TF1343'AT DONNYBROOK, 268 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 TF1343'TRACK OF THE SOO LINE RAILROAD, 79.7 FEET NORTHEAST OF THE EAST CORNER
 TF1343'OF THE POST OFFICE BUILDING, AT A BRICK BUILDING, 43 FEET NORTHWEST OF
 TF1343'THE CENTER LINE OF MAIN STREET, AT THE NORTHEAST EDGE OF A DOORWAY
 TF1343'WITH AN ARCHWAY AT THE TOP, 4 1/2 FEET NORTHEAST OF THE SOUTH CORNER
 TF1343'OF THE BUILDING, 2 INCHES SOUTHWEST OF THE NORTHEAST SILL OF A DOOR,
 TF1343'ABOUT 8 INCHES ABOVE THE SIDEWALK, AND ON THE TOP OF THE NORTHEAST END
 TF1343'OF A CONCRETE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0485 ***********************************************************************
 TG0485  DESIGNATION -  I 5 B 1
 TG0485  PID         -  TG0485
 TG0485  STATE/COUNTY-  ND/MOUNTRAIL
 TG0485  USGS QUAD   -  STANLEY (1981)
 TG0485
 TG0485                         *CURRENT SURVEY CONTROL
 TG0485  ___________________________________________________________________
 TG0485* NAD 83(1986)-  48 16 50.     (N)    102 22 46.     (W)     SCALED    
 TG0485* NAVD 88     -       683.980  (meters)    2244.02   (feet)  ADJUSTED  
 TG0485  ___________________________________________________________________
 TG0485  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0485  DYNAMIC HT  -         684.084 (meters)    2244.37  (feet)  COMP
 TG0485  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 TG0485
 TG0485  VERT ORDER  -  SECOND    CLASS 0
 TG0485
 TG0485.The horizontal coordinates were scaled from a topographic map and have
 TG0485.an estimated accuracy of +/- 6 seconds.
 TG0485
 TG0485.The orthometric height was determined by differential leveling
 TG0485.and adjusted by the National Geodetic Survey in June 1991..
 TG0485
 TG0485.The geoid height was determined by GEOID03.
 TG0485
 TG0485.The dynamic height is computed by dividing the NAVD 88
 TG0485.geopotential number by the normal gravity value computed on the
 TG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0485.degrees latitude (g = 980.6199 gals.).
 TG0485
 TG0485.The modeled gravity was interpolated from observed gravity values.
 TG0485
 TG0485;                    North         East    Units  Estimated Accuracy
 TG0485;SPC ND N     -   144,080.      460,530.      MT  (+/- 180 meters Scaled)
 TG0485
 TG0485                          SUPERSEDED SURVEY CONTROL
 TG0485
 TG0485  NGVD 29 (??/??/92)  683.51   (m)         2242.5    (f) COMPUTED    2 0
 TG0485
 TG0485.Superseded values are not recommended for survey control.
 TG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0485.See file dsdata.txt to determine how the superseded data were derived.
 TG0485
 TG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP944508(NAD 83)
 TG0485_MARKER: DD = SURVEY DISK
 TG0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0485_SP_SET: PEDESTAL
 TG0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0485
 TG0485  HISTORY     - Date     Condition        Report By
 TG0485  HISTORY     - UNK      MONUMENTED       DOD
 TG0485  HISTORY     - 1963     GOOD             NGS
 TG0485
 TG0485                          STATION DESCRIPTION
 TG0485
 TG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0485'3.0 MI SE FROM STANLEY.
 TG0485'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE SOUTH JUNCTION OF
 TG0485'U.S. HIGHWAY 2 AT STANLEY, ABOUT 0.3 MILE SOUTHWEST ACROSS AN OPEN
 TG0485'FIELD FROM A GRAVELED ROAD INTERSECTION, ABOUT 0.2 MILE WEST OF THE
 TG0485'HIGHWAY, ABOUT 0.15 MILE SOUTH OF A GRAVELED ROAD LEADING WEST, ABOUT
 TG0485'0.1 MILE SOUTHEAST OF A WHITE FARMHOUSE, ON THE EAST SLOPE OF A SLIGHT
 TG0485'KNOLL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 4, R 92 W,
 TG0485'T 155 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0484 ***********************************************************************
 TG0484  DESIGNATION -  I 5 B 2
 TG0484  PID         -  TG0484
 TG0484  STATE/COUNTY-  ND/MOUNTRAIL
 TG0484  USGS QUAD   -  STANLEY SE (1981)
 TG0484
 TG0484                         *CURRENT SURVEY CONTROL
 TG0484  ___________________________________________________________________
 TG0484* NAD 83(1986)-  48 16 53.     (N)    102 22 27.     (W)     SCALED    
 TG0484* NAVD 88     -       687.652  (meters)    2256.07   (feet)  ADJUSTED  
 TG0484  ___________________________________________________________________
 TG0484  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0484  DYNAMIC HT  -         687.757 (meters)    2256.42  (feet)  COMP
 TG0484  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 TG0484
 TG0484  VERT ORDER  -  SECOND    CLASS 0
 TG0484
 TG0484.The horizontal coordinates were scaled from a topographic map and have
 TG0484.an estimated accuracy of +/- 6 seconds.
 TG0484
 TG0484.The orthometric height was determined by differential leveling
 TG0484.and adjusted by the National Geodetic Survey in June 1991..
 TG0484
 TG0484.The geoid height was determined by GEOID03.
 TG0484
 TG0484.The dynamic height is computed by dividing the NAVD 88
 TG0484.geopotential number by the normal gravity value computed on the
 TG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0484.degrees latitude (g = 980.6199 gals.).
 TG0484
 TG0484.The modeled gravity was interpolated from observed gravity values.
 TG0484
 TG0484;                    North         East    Units  Estimated Accuracy
 TG0484;SPC ND N     -   144,160.      460,920.      MT  (+/- 180 meters Scaled)
 TG0484
 TG0484                          SUPERSEDED SURVEY CONTROL
 TG0484
 TG0484  NGVD 29 (??/??/92)  687.18   (m)         2254.5    (f) COMPUTED    2 0
 TG0484
 TG0484.Superseded values are not recommended for survey control.
 TG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0484.See file dsdata.txt to determine how the superseded data were derived.
 TG0484
 TG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP948509(NAD 83)
 TG0484_MARKER: DD = SURVEY DISK
 TG0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0484_SP_SET: PEDESTAL
 TG0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0484
 TG0484  HISTORY     - Date     Condition        Report By
 TG0484  HISTORY     - UNK      MONUMENTED       DOD
 TG0484  HISTORY     - 1963     GOOD             NGS
 TG0484
 TG0484                          STATION DESCRIPTION
 TG0484
 TG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0484'2.8 MI SE FROM STANLEY.
 TG0484'ABOUT 2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0484'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, ABOUT 0.15 MILE SOUTHEAST OF A
 TG0484'GRAVELED ROAD INTERSECTION, ABOUT 100 YARDS EAST OF THE HIGHWAY, ON
 TG0484'THE TOP OF A SLIGHT KNOLL IN A CULTIVATED FIELD, A 1 1/2 X 4 FOOT
 TG0484'CONCRETE PEDESTAL WITH TRIBRACH, S 3, R 91 W, T 155 N.  NOTE-- CENTER
 TG0484'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0482 ***********************************************************************
 TG0482  DESIGNATION -  I 5 Z
 TG0482  PID         -  TG0482
 TG0482  STATE/COUNTY-  ND/MOUNTRAIL
 TG0482  USGS QUAD   -  STANLEY (1981)
 TG0482
 TG0482                         *CURRENT SURVEY CONTROL
 TG0482  ___________________________________________________________________
 TG0482* NAD 83(1986)-  48 17 01.     (N)    102 22 42.     (W)     SCALED    
 TG0482* NAVD 88     -       683.984  (meters)    2244.04   (feet)  ADJUSTED  
 TG0482  ___________________________________________________________________
 TG0482  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0482  DYNAMIC HT  -         684.089 (meters)    2244.38  (feet)  COMP
 TG0482  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 TG0482
 TG0482  VERT ORDER  -  SECOND    CLASS 0
 TG0482
 TG0482.The horizontal coordinates were scaled from a topographic map and have
 TG0482.an estimated accuracy of +/- 6 seconds.
 TG0482
 TG0482.The orthometric height was determined by differential leveling
 TG0482.and adjusted by the National Geodetic Survey in June 1991..
 TG0482
 TG0482.The geoid height was determined by GEOID03.
 TG0482
 TG0482.The dynamic height is computed by dividing the NAVD 88
 TG0482.geopotential number by the normal gravity value computed on the
 TG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0482.degrees latitude (g = 980.6199 gals.).
 TG0482
 TG0482.The modeled gravity was interpolated from observed gravity values.
 TG0482
 TG0482;                    North         East    Units  Estimated Accuracy
 TG0482;SPC ND N     -   144,410.      460,620.      MT  (+/- 180 meters Scaled)
 TG0482
 TG0482                          SUPERSEDED SURVEY CONTROL
 TG0482
 TG0482  NGVD 29 (??/??/92)  683.51   (m)         2242.5    (f) COMPUTED    2 0
 TG0482
 TG0482.Superseded values are not recommended for survey control.
 TG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0482.See file dsdata.txt to determine how the superseded data were derived.
 TG0482
 TG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP944511(NAD 83)
 TG0482_MARKER: DS = TRIANGULATION STATION DISK
 TG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0482_STAMPING: I 5 Z 1963
 TG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0482+STABILITY: SURFACE MOTION
 TG0482
 TG0482  HISTORY     - Date     Condition        Report By
 TG0482  HISTORY     - 1963     MONUMENTED       CGS
 TG0482
 TG0482                          STATION DESCRIPTION
 TG0482
 TG0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0482'2.7 MI SE FROM STANLEY.
 TG0482'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0482'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, THENCE 0.15 MILE WEST ALONG A
 TG0482'GRAVELED ROAD, ON THE WEST SLOPE AND AT THE TOP OF A LONG HILL, 49
 TG0482'FEET NORTH OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTHEAST OF A POWER
 TG0482'POLE, 6.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TG0482'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0482'INCH, S 33, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0481 ***********************************************************************
 TG0481  DESIGNATION -  I 5 Z RM 1
 TG0481  PID         -  TG0481
 TG0481  STATE/COUNTY-  ND/MOUNTRAIL
 TG0481  USGS QUAD   -  STANLEY (1981)
 TG0481
 TG0481                         *CURRENT SURVEY CONTROL
 TG0481  ___________________________________________________________________
 TG0481* NAD 83(1986)-  48 17 01.     (N)    102 22 41.     (W)     SCALED    
 TG0481* NAVD 88     -       684.235  (meters)    2244.86   (feet)  ADJUSTED  
 TG0481  ___________________________________________________________________
 TG0481  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0481  DYNAMIC HT  -         684.340 (meters)    2245.21  (feet)  COMP
 TG0481  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 TG0481
 TG0481  VERT ORDER  -  SECOND    CLASS 0
 TG0481
 TG0481.The horizontal coordinates were scaled from a topographic map and have
 TG0481.an estimated accuracy of +/- 6 seconds.
 TG0481
 TG0481.The orthometric height was determined by differential leveling
 TG0481.and adjusted by the National Geodetic Survey in June 1991..
 TG0481
 TG0481.The geoid height was determined by GEOID03.
 TG0481
 TG0481.The dynamic height is computed by dividing the NAVD 88
 TG0481.geopotential number by the normal gravity value computed on the
 TG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0481.degrees latitude (g = 980.6199 gals.).
 TG0481
 TG0481.The modeled gravity was interpolated from observed gravity values.
 TG0481
 TG0481;                    North         East    Units  Estimated Accuracy
 TG0481;SPC ND N     -   144,410.      460,640.      MT  (+/- 180 meters Scaled)
 TG0481
 TG0481                          SUPERSEDED SURVEY CONTROL
 TG0481
 TG0481  NGVD 29 (??/??/92)  683.76   (m)         2243.3    (f) COMPUTED    2 0
 TG0481
 TG0481.Superseded values are not recommended for survey control.
 TG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0481.See file dsdata.txt to determine how the superseded data were derived.
 TG0481
 TG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP945511(NAD 83)
 TG0481_MARKER: DR = REFERENCE MARK DISK
 TG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0481_STAMPING: I 5 Z NO 1 1963
 TG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0481+STABILITY: SURFACE MOTION
 TG0481
 TG0481  HISTORY     - Date     Condition        Report By
 TG0481  HISTORY     - 1963     MONUMENTED       CGS
 TG0481
 TG0481                          STATION DESCRIPTION
 TG0481
 TG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0481'2.7 MI SE FROM STANLEY.
 TG0481'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0481'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, THENCE 0.15 MILE WEST ALONG A
 TG0481'GRAVELED ROAD, ON THE WEST SLOPE AND AT THE TOP OF A LONG HILL, 52
 TG0481'FEET NORTH OF THE CENTERLINE OF THE ROAD, 73 FEET EAST OF A POWER
 TG0481'POLE, 70.8 FEET EAST OF THE STATION MARK, ABOUT 1 FOOT BELOW THE LEVEL
 TG0481'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH,
 TG0481'S 33, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0483 ***********************************************************************
 TG0483  DESIGNATION -  I 5 Z RM 2
 TG0483  PID         -  TG0483
 TG0483  STATE/COUNTY-  ND/MOUNTRAIL
 TG0483  USGS QUAD   -  STANLEY (1981)
 TG0483
 TG0483                         *CURRENT SURVEY CONTROL
 TG0483  ___________________________________________________________________
 TG0483* NAD 83(1986)-  48 17 01.     (N)    102 22 43.     (W)     SCALED    
 TG0483* NAVD 88     -       682.694  (meters)    2239.81   (feet)  ADJUSTED  
 TG0483  ___________________________________________________________________
 TG0483  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0483  DYNAMIC HT  -         682.798 (meters)    2240.15  (feet)  COMP
 TG0483  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 TG0483
 TG0483  VERT ORDER  -  SECOND    CLASS 0
 TG0483
 TG0483.The horizontal coordinates were scaled from a topographic map and have
 TG0483.an estimated accuracy of +/- 6 seconds.
 TG0483
 TG0483.The orthometric height was determined by differential leveling
 TG0483.and adjusted by the National Geodetic Survey in June 1991..
 TG0483
 TG0483.The geoid height was determined by GEOID03.
 TG0483
 TG0483.The dynamic height is computed by dividing the NAVD 88
 TG0483.geopotential number by the normal gravity value computed on the
 TG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0483.degrees latitude (g = 980.6199 gals.).
 TG0483
 TG0483.The modeled gravity was interpolated from observed gravity values.
 TG0483
 TG0483;                    North         East    Units  Estimated Accuracy
 TG0483;SPC ND N     -   144,420.      460,600.      MT  (+/- 180 meters Scaled)
 TG0483
 TG0483                          SUPERSEDED SURVEY CONTROL
 TG0483
 TG0483  NGVD 29 (??/??/92)  682.22   (m)         2238.3    (f) COMPUTED    2 0
 TG0483
 TG0483.Superseded values are not recommended for survey control.
 TG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0483.See file dsdata.txt to determine how the superseded data were derived.
 TG0483
 TG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP944511(NAD 83)
 TG0483_MARKER: DR = REFERENCE MARK DISK
 TG0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0483_STAMPING: I 5 Z NO 2 1963
 TG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0483+STABILITY: SURFACE MOTION
 TG0483
 TG0483  HISTORY     - Date     Condition        Report By
 TG0483  HISTORY     - 1963     MONUMENTED       CGS
 TG0483
 TG0483                          STATION DESCRIPTION
 TG0483
 TG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0483'2.7 MI SE FROM STANLEY.
 TG0483'ABOUT 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE SOUTH
 TG0483'JUNCTION OF U.S. HIGHWAY 2 AT STANLEY, THENCE 0.15 MILE WEST ALONG A
 TG0483'GRAVELED ROAD, ON THE WEST SLOPE AND NEAR THE TOP OF A LONG HILL, 51.0
 TG0483'FEET NORTH OF THE CENTERLINE OF THE ROAD, 85.0 FEET WEST OF THE
 TG0483'STATION MARK, 82.0 FEET WEST OF A POWER POLE, ABOUT 2 FEET BELOW THE
 TG0483'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0483'INCH, S 33, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1166 ***********************************************************************
 TF1166  DESIGNATION -  I 6
 TF1166  PID         -  TF1166
 TF1166  STATE/COUNTY-  ND/WARD
 TF1166  USGS QUAD   -  TAGUS (1980)
 TF1166
 TF1166                         *CURRENT SURVEY CONTROL
 TF1166  ___________________________________________________________________
 TF1166* NAD 83(1986)-  48 20 54.     (N)    101 53 15.     (W)     SCALED    
 TF1166* NAVD 88     -       682.888  (meters)    2240.44   (feet)  ADJUSTED  
 TF1166  ___________________________________________________________________
 TF1166  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 TF1166  DYNAMIC HT  -         682.994 (meters)    2240.79  (feet)  COMP
 TF1166  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TF1166
 TF1166  VERT ORDER  -  FIRST     CLASS II
 TF1166
 TF1166.The horizontal coordinates were scaled from a topographic map and have
 TF1166.an estimated accuracy of +/- 6 seconds.
 TF1166
 TF1166.The orthometric height was determined by differential leveling
 TF1166.and adjusted by the National Geodetic Survey in June 1991..
 TF1166
 TF1166.The geoid height was determined by GEOID03.
 TF1166
 TF1166.The dynamic height is computed by dividing the NAVD 88
 TF1166.geopotential number by the normal gravity value computed on the
 TF1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1166.degrees latitude (g = 980.6199 gals.).
 TF1166
 TF1166.The modeled gravity was interpolated from observed gravity values.
 TF1166
 TF1166;                    North         East    Units  Estimated Accuracy
 TF1166;SPC ND N     -   150,840.      497,170.      MT  (+/- 180 meters Scaled)
 TF1166
 TF1166                          SUPERSEDED SURVEY CONTROL
 TF1166
 TF1166  NGVD 29 (??/??/92)  682.451  (m)         2239.01   (f) ADJ UNCH    1 2
 TF1166
 TF1166.Superseded values are not recommended for survey control.
 TF1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1166.See file dsdata.txt to determine how the superseded data were derived.
 TF1166
 TF1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU860590(NAD 83)
 TF1166_MARKER: DB = BENCH MARK DISK
 TF1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1166_STAMPING: ELEV 2239.008 FT I 6
 TF1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1166+STABILITY: SURFACE MOTION
 TF1166
 TF1166  HISTORY     - Date     Condition        Report By
 TF1166  HISTORY     - UNK      MONUMENTED       CGS
 TF1166  HISTORY     - 1962     GOOD             NGS
 TF1166  HISTORY     - 1963     GOOD             NGS
 TF1166  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1166
 TF1166                          STATION DESCRIPTION
 TF1166
 TF1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1166'2.3 MI E FROM TAGUS.
 TF1166'2.3 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1166'TAGUS, ABOUT 0.4 MILE WEST OF A GRAVELED ROAD CROSSING, ABOUT 0.2 MILE
 TF1166'WEST OF MILEPOST 30, 40.3 FEET NORTH OF THE NORTH RAIL, 219.5 FEET
 TF1166'EAST OF SEMAPHORE NO. 303, 76.0 FEET WEST OF THE 8TH TELEGRAPH POLE
 TF1166'WEST OF MILEPOST 25, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 TF1166'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 TF1166
 TF1166                          STATION RECOVERY (1963)
 TF1166
 TF1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1166'RECOVERED IN GOOD CONDITION.
 TF1166
 TF1166                          STATION RECOVERY (1981)
 TF1166
 TF1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0796 ***********************************************************************
 TG0796  DESIGNATION -  I 6 B 1
 TG0796  PID         -  TG0796
 TG0796  STATE/COUNTY-  ND/MOUNTRAIL
 TG0796  USGS QUAD   -  SIKES DAM (1981)
 TG0796
 TG0796                         *CURRENT SURVEY CONTROL
 TG0796  ___________________________________________________________________
 TG0796* NAD 83(1986)-  48 13 46.     (N)    102 28 11.     (W)     SCALED    
 TG0796* NAVD 88     -       698.255  (meters)    2290.86   (feet)  ADJUSTED  
 TG0796  ___________________________________________________________________
 TG0796  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0796  DYNAMIC HT  -         698.356 (meters)    2291.19  (feet)  COMP
 TG0796  MODELED GRAV-     980,732.8   (mgal)                       NAVD 88
 TG0796
 TG0796  VERT ORDER  -  SECOND    CLASS 0
 TG0796
 TG0796.The horizontal coordinates were scaled from a topographic map and have
 TG0796.an estimated accuracy of +/- 6 seconds.
 TG0796
 TG0796.The orthometric height was determined by differential leveling
 TG0796.and adjusted by the National Geodetic Survey in June 1991..
 TG0796
 TG0796.The geoid height was determined by GEOID03.
 TG0796
 TG0796.The dynamic height is computed by dividing the NAVD 88
 TG0796.geopotential number by the normal gravity value computed on the
 TG0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0796.degrees latitude (g = 980.6199 gals.).
 TG0796
 TG0796.The modeled gravity was interpolated from observed gravity values.
 TG0796
 TG0796;                    North         East    Units  Estimated Accuracy
 TG0796;SPC ND N     -   138,560.      453,690.      MT  (+/- 180 meters Scaled)
 TG0796
 TG0796                          SUPERSEDED SURVEY CONTROL
 TG0796
 TG0796  NGVD 29 (??/??/92)  697.79   (m)         2289.3    (f) COMPUTED    2 0
 TG0796
 TG0796.Superseded values are not recommended for survey control.
 TG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0796.See file dsdata.txt to determine how the superseded data were derived.
 TG0796
 TG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP879448(NAD 83)
 TG0796_MARKER: DD = SURVEY DISK
 TG0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0796_SP_SET: PEDESTAL
 TG0796_STAMPING: I 6 B 1
 TG0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0796
 TG0796  HISTORY     - Date     Condition        Report By
 TG0796  HISTORY     - UNK      MONUMENTED       DOD
 TG0796  HISTORY     - 1963     GOOD             NGS
 TG0796
 TG0796                          STATION DESCRIPTION
 TG0796
 TG0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0796'9.2 MI SW FROM STANLEY.
 TG0796'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0796'AT STANLEY, THENCE 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0796'THENCE 0.8 MILE SOUTHWEST ACROSS A CULTIVATED FIELD, ON THE CREST OF A
 TG0796'SLIGHT RISE, ABOUT 0.25 MILE SOUTHWEST OF THE LAUNCHER, A 1 1/2 X 4
 TG0796'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 23, R 92 W, T 155 N. NOTE--
 TG0796'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0795 ***********************************************************************
 TG0795  DESIGNATION -  I 6 B 2
 TG0795  PID         -  TG0795
 TG0795  STATE/COUNTY-  ND/MOUNTRAIL
 TG0795  USGS QUAD   -  SIKES DAM (1981)
 TG0795
 TG0795                         *CURRENT SURVEY CONTROL
 TG0795  ___________________________________________________________________
 TG0795* NAD 83(1986)-  48 14 03.     (N)    102 28 00.     (W)     SCALED    
 TG0795* NAVD 88     -       700.802  (meters)    2299.21   (feet)  ADJUSTED  
 TG0795  ___________________________________________________________________
 TG0795  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG0795  DYNAMIC HT  -         700.904 (meters)    2299.55  (feet)  COMP
 TG0795  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 TG0795
 TG0795  VERT ORDER  -  SECOND    CLASS 0
 TG0795
 TG0795.The horizontal coordinates were scaled from a topographic map and have
 TG0795.an estimated accuracy of +/- 6 seconds.
 TG0795
 TG0795.The orthometric height was determined by differential leveling
 TG0795.and adjusted by the National Geodetic Survey in June 1991..
 TG0795
 TG0795.The geoid height was determined by GEOID03.
 TG0795
 TG0795.The dynamic height is computed by dividing the NAVD 88
 TG0795.geopotential number by the normal gravity value computed on the
 TG0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0795.degrees latitude (g = 980.6199 gals.).
 TG0795
 TG0795.The modeled gravity was interpolated from observed gravity values.
 TG0795
 TG0795;                    North         East    Units  Estimated Accuracy
 TG0795;SPC ND N     -   139,080.      453,930.      MT  (+/- 180 meters Scaled)
 TG0795
 TG0795                          SUPERSEDED SURVEY CONTROL
 TG0795
 TG0795  NGVD 29 (??/??/92)  700.34   (m)         2297.7    (f) COMPUTED    2 0
 TG0795
 TG0795.Superseded values are not recommended for survey control.
 TG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0795.See file dsdata.txt to determine how the superseded data were derived.
 TG0795
 TG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP881454(NAD 83)
 TG0795_MARKER: DD = SURVEY DISK
 TG0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0795_SP_SET: PEDESTAL
 TG0795_STAMPING: I 6 B 2
 TG0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0795
 TG0795  HISTORY     - Date     Condition        Report By
 TG0795  HISTORY     - UNK      MONUMENTED       DOD
 TG0795  HISTORY     - 1963     GOOD             NGS
 TG0795
 TG0795                          STATION DESCRIPTION
 TG0795
 TG0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0795'8.9 MI SW FROM STANLEY.
 TG0795'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0795'AT STANLEY, THENCE 5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0795'THENCE 0.5 MILE SOUTHWEST ACROSS A CULTIVATED FIELD, ON THE CREST OF A
 TG0795'SLIGHT RISE, ABOUT 0.2 MILE NORTHWEST OF THE LAUNCHER, A 1 1/2 X 4
 TG0795'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 23, R 92 W, T 155 N. NOTE--
 TG0795'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0798 ***********************************************************************
 TG0798  DESIGNATION -  I 6 Z
 TG0798  PID         -  TG0798
 TG0798  STATE/COUNTY-  ND/MOUNTRAIL
 TG0798  USGS QUAD   -  SIKES DAM (1981)
 TG0798
 TG0798                         *CURRENT SURVEY CONTROL
 TG0798  ___________________________________________________________________
 TG0798* NAD 83(1986)-  48 13 42.     (N)    102 27 41.     (W)     SCALED    
 TG0798* NAVD 88     -       697.284  (meters)    2287.67   (feet)  ADJUSTED  
 TG0798  ___________________________________________________________________
 TG0798  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG0798  DYNAMIC HT  -         697.386 (meters)    2288.01  (feet)  COMP
 TG0798  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TG0798
 TG0798  VERT ORDER  -  SECOND    CLASS 0
 TG0798
 TG0798.The horizontal coordinates were scaled from a topographic map and have
 TG0798.an estimated accuracy of +/- 6 seconds.
 TG0798
 TG0798.The orthometric height was determined by differential leveling
 TG0798.and adjusted by the National Geodetic Survey in June 1991..
 TG0798
 TG0798.The geoid height was determined by GEOID03.
 TG0798
 TG0798.The dynamic height is computed by dividing the NAVD 88
 TG0798.geopotential number by the normal gravity value computed on the
 TG0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0798.degrees latitude (g = 980.6199 gals.).
 TG0798
 TG0798.The modeled gravity was interpolated from observed gravity values.
 TG0798
 TG0798;                    North         East    Units  Estimated Accuracy
 TG0798;SPC ND N     -   138,420.      454,300.      MT  (+/- 180 meters Scaled)
 TG0798
 TG0798                          SUPERSEDED SURVEY CONTROL
 TG0798
 TG0798  NGVD 29 (??/??/92)  696.82   (m)         2286.2    (f) COMPUTED    2 0
 TG0798
 TG0798.Superseded values are not recommended for survey control.
 TG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0798.See file dsdata.txt to determine how the superseded data were derived.
 TG0798
 TG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP885447(NAD 83)
 TG0798_MARKER: DS = TRIANGULATION STATION DISK
 TG0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0798_STAMPING: I 6 Z 1963
 TG0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0798+STABILITY: SURFACE MOTION
 TG0798
 TG0798  HISTORY     - Date     Condition        Report By
 TG0798  HISTORY     - 1963     MONUMENTED       CGS
 TG0798
 TG0798                          STATION DESCRIPTION
 TG0798
 TG0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0798'9.2 MI SW FROM STANLEY.
 TG0798'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0798'AT STANLEY, THENCE 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 0.2
 TG0798'MILE NORTH OF A T-JUNCTION OF ROADS, 42.0 FEET WEST OF THE CENTERLINE
 TG0798'OF THE ROAD, 80.0 FEET NORTH OF R.M. 2, 70.0 FEET SOUTH OF R.M. 1,
 TG0798'11.0 FEET NORTH OF A POWER POLE, 2.5 FEET EAST OF A METAL WITNESS
 TG0798'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TG0798'A CONCRETE POST PROJECTING 0.1 FOOT, S 23, R 92 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0799 ***********************************************************************
 TG0799  DESIGNATION -  I 6 Z RM 1
 TG0799  PID         -  TG0799
 TG0799  STATE/COUNTY-  ND/MOUNTRAIL
 TG0799  USGS QUAD   -  SIKES DAM (1981)
 TG0799
 TG0799                         *CURRENT SURVEY CONTROL
 TG0799  ___________________________________________________________________
 TG0799* NAD 83(1986)-  48 13 42.     (N)    102 27 41.     (W)     SCALED    
 TG0799* NAVD 88     -       696.811  (meters)    2286.12   (feet)  ADJUSTED  
 TG0799  ___________________________________________________________________
 TG0799  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG0799  DYNAMIC HT  -         696.913 (meters)    2286.46  (feet)  COMP
 TG0799  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TG0799
 TG0799  VERT ORDER  -  SECOND    CLASS 0
 TG0799
 TG0799.The horizontal coordinates were scaled from a topographic map and have
 TG0799.an estimated accuracy of +/- 6 seconds.
 TG0799
 TG0799.The orthometric height was determined by differential leveling
 TG0799.and adjusted by the National Geodetic Survey in June 1991..
 TG0799
 TG0799.The geoid height was determined by GEOID03.
 TG0799
 TG0799.The dynamic height is computed by dividing the NAVD 88
 TG0799.geopotential number by the normal gravity value computed on the
 TG0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0799.degrees latitude (g = 980.6199 gals.).
 TG0799
 TG0799.The modeled gravity was interpolated from observed gravity values.
 TG0799
 TG0799;                    North         East    Units  Estimated Accuracy
 TG0799;SPC ND N     -   138,420.      454,300.      MT  (+/- 180 meters Scaled)
 TG0799
 TG0799                          SUPERSEDED SURVEY CONTROL
 TG0799
 TG0799  NGVD 29 (??/??/92)  696.34   (m)         2284.6    (f) COMPUTED    2 0
 TG0799
 TG0799.Superseded values are not recommended for survey control.
 TG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0799.See file dsdata.txt to determine how the superseded data were derived.
 TG0799
 TG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP885447(NAD 83)
 TG0799_MARKER: DR = REFERENCE MARK DISK
 TG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0799_STAMPING: I 6 Z NO 1 1963
 TG0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0799+STABILITY: SURFACE MOTION
 TG0799
 TG0799  HISTORY     - Date     Condition        Report By
 TG0799  HISTORY     - 1963     MONUMENTED       CGS
 TG0799
 TG0799                          STATION DESCRIPTION
 TG0799
 TG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0799'9.2 MI SW FROM STANLEY.
 TG0799'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0799'AT STANLEY, THENCE 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 0.2
 TG0799'MILE NORTH OF A T-JUNCTION OF ROADS, 150.0 FEET NORTH OF R.M. 2, 70.0
 TG0799'FEET NORTH OF THE STATION MARK, 42.0 FEET WEST OF THE CENTERLINE OF
 TG0799'THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TG0799'OF A CONCRETE POST PROJECTING 0.1 FOOT, S 23, R 92 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0797 ***********************************************************************
 TG0797  DESIGNATION -  I 6 Z RM 2
 TG0797  PID         -  TG0797
 TG0797  STATE/COUNTY-  ND/MOUNTRAIL
 TG0797  USGS QUAD   -  SIKES DAM (1981)
 TG0797
 TG0797                         *CURRENT SURVEY CONTROL
 TG0797  ___________________________________________________________________
 TG0797* NAD 83(1986)-  48 13 42.     (N)    102 27 41.     (W)     SCALED    
 TG0797* NAVD 88     -       696.470  (meters)    2285.00   (feet)  ADJUSTED  
 TG0797  ___________________________________________________________________
 TG0797  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG0797  DYNAMIC HT  -         696.571 (meters)    2285.33  (feet)  COMP
 TG0797  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TG0797
 TG0797  VERT ORDER  -  SECOND    CLASS 0
 TG0797
 TG0797.The horizontal coordinates were scaled from a topographic map and have
 TG0797.an estimated accuracy of +/- 6 seconds.
 TG0797
 TG0797.The orthometric height was determined by differential leveling
 TG0797.and adjusted by the National Geodetic Survey in June 1991..
 TG0797
 TG0797.The geoid height was determined by GEOID03.
 TG0797
 TG0797.The dynamic height is computed by dividing the NAVD 88
 TG0797.geopotential number by the normal gravity value computed on the
 TG0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0797.degrees latitude (g = 980.6199 gals.).
 TG0797
 TG0797.The modeled gravity was interpolated from observed gravity values.
 TG0797
 TG0797;                    North         East    Units  Estimated Accuracy
 TG0797;SPC ND N     -   138,420.      454,300.      MT  (+/- 180 meters Scaled)
 TG0797
 TG0797                          SUPERSEDED SURVEY CONTROL
 TG0797
 TG0797  NGVD 29 (??/??/92)  696.00   (m)         2283.5    (f) COMPUTED    2 0
 TG0797
 TG0797.Superseded values are not recommended for survey control.
 TG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0797.See file dsdata.txt to determine how the superseded data were derived.
 TG0797
 TG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP885447(NAD 83)
 TG0797_MARKER: DR = REFERENCE MARK DISK
 TG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0797_STAMPING: I 6 Z NO 2 1963
 TG0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0797+STABILITY: SURFACE MOTION
 TG0797
 TG0797  HISTORY     - Date     Condition        Report By
 TG0797  HISTORY     - 1963     MONUMENTED       CGS
 TG0797
 TG0797                          STATION DESCRIPTION
 TG0797
 TG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0797'9.2 MI SW FROM STANLEY.
 TG0797'ABOUT 3.4 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0797'AT STANLEY, THENCE 5.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 0.2
 TG0797'MILE NORTH OF A T-JUNCTION OF ROADS, 150.0 FEET SOUTH OF R.M. 1, 80.0
 TG0797'FEET SOUTH OF THE STATION MARK, 42.0 FEET WEST OF THE CENTERLINE OF
 TG0797'THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TG0797'OF A CONCRETE POST PROJECTING 0.1 FOOT, S 23, R 92 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1138 ***********************************************************************
 TG1138  DESIGNATION -  I 7
 TG1138  PID         -  TG1138
 TG1138  STATE/COUNTY-  ND/WILLIAMS
 TG1138  USGS QUAD   -  RAY (1978)
 TG1138
 TG1138                         *CURRENT SURVEY CONTROL
 TG1138  ___________________________________________________________________
 TG1138* NAD 83(1986)-  48 20 38.     (N)    103 09 54.     (W)     SCALED    
 TG1138* NAVD 88     -       692.467  (meters)    2271.87   (feet)  ADJUSTED  
 TG1138  ___________________________________________________________________
 TG1138  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1138  DYNAMIC HT  -         692.566 (meters)    2272.19  (feet)  COMP
 TG1138  MODELED GRAV-     980,730.5   (mgal)                       NAVD 88
 TG1138
 TG1138  VERT ORDER  -  FIRST     CLASS II
 TG1138
 TG1138.The horizontal coordinates were scaled from a topographic map and have
 TG1138.an estimated accuracy of +/- 6 seconds.
 TG1138
 TG1138.The orthometric height was determined by differential leveling
 TG1138.and adjusted by the National Geodetic Survey in June 1991..
 TG1138
 TG1138.The geoid height was determined by GEOID03.
 TG1138
 TG1138.The dynamic height is computed by dividing the NAVD 88
 TG1138.geopotential number by the normal gravity value computed on the
 TG1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1138.degrees latitude (g = 980.6199 gals.).
 TG1138
 TG1138.The modeled gravity was interpolated from observed gravity values.
 TG1138
 TG1138;                    North         East    Units  Estimated Accuracy
 TG1138;SPC ND N     -   152,840.      402,500.      MT  (+/- 180 meters Scaled)
 TG1138
 TG1138                          SUPERSEDED SURVEY CONTROL
 TG1138
 TG1138  NGVD 29 (??/??/92)  691.976  (m)         2270.26   (f) ADJ UNCH    1 2
 TG1138
 TG1138.Superseded values are not recommended for survey control.
 TG1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1138.See file dsdata.txt to determine how the superseded data were derived.
 TG1138
 TG1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP359561(NAD 83)
 TG1138_MARKER: Z = SEE DESCRIPTION
 TG1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1138_SP_SET: STEP
 TG1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1138
 TG1138  HISTORY     - Date     Condition        Report By
 TG1138  HISTORY     - UNK      MONUMENTED       CGS
 TG1138  HISTORY     - 1946     GOOD             NGS
 TG1138
 TG1138                          STATION DESCRIPTION
 TG1138
 TG1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1138'IN RAY.
 TG1138'AT RAY, WILLIAMS COUNTY, AT THE MERCHANTS STATE BANK AT THE WEST
 TG1138'ENTRANCE, AND IN THE NORTH END OF THE TOP STEP.  THE BOTTOM OF A
 TG1138'SQUARE HOLE.  NOTE-- IT WAS REPORTED IN JULY 1946 THAT THE STEP HAS
 TG1138'BEEN WORN AND THE OUTLINE OF THE SQUARE HOLE IS VERY FAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0469 ***********************************************************************
 TG0469  DESIGNATION -  I 7 B 1
 TG0469  PID         -  TG0469
 TG0469  STATE/COUNTY-  ND/MOUNTRAIL
 TG0469  USGS QUAD   -  STANLEY (1981)
 TG0469
 TG0469                         *CURRENT SURVEY CONTROL
 TG0469  ___________________________________________________________________
 TG0469* NAD 83(1986)-  48 18 44.     (N)    102 29 47.     (W)     SCALED    
 TG0469* NAVD 88     -       708.253  (meters)    2323.66   (feet)  ADJUSTED  
 TG0469  ___________________________________________________________________
 TG0469  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0469  DYNAMIC HT  -         708.363 (meters)    2324.02  (feet)  COMP
 TG0469  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TG0469
 TG0469  VERT ORDER  -  FIRST     CLASS II
 TG0469
 TG0469.The horizontal coordinates were scaled from a topographic map and have
 TG0469.an estimated accuracy of +/- 6 seconds.
 TG0469
 TG0469.The orthometric height was determined by differential leveling
 TG0469.and adjusted by the National Geodetic Survey in June 1991..
 TG0469
 TG0469.The geoid height was determined by GEOID03.
 TG0469
 TG0469.The dynamic height is computed by dividing the NAVD 88
 TG0469.geopotential number by the normal gravity value computed on the
 TG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0469.degrees latitude (g = 980.6199 gals.).
 TG0469
 TG0469.The modeled gravity was interpolated from observed gravity values.
 TG0469
 TG0469;                    North         East    Units  Estimated Accuracy
 TG0469;SPC ND N     -   147,820.      451,950.      MT  (+/- 180 meters Scaled)
 TG0469
 TG0469                          SUPERSEDED SURVEY CONTROL
 TG0469
 TG0469  NGVD 29 (??/??/92)  707.79   (m)         2322.1    (f) COMPUTED    1 2
 TG0469
 TG0469.Superseded values are not recommended for survey control.
 TG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0469.See file dsdata.txt to determine how the superseded data were derived.
 TG0469
 TG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP856540(NAD 83)
 TG0469_MARKER: DD = SURVEY DISK
 TG0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0469_SP_SET: PEDESTAL
 TG0469_STAMPING: I 7 B 1
 TG0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0469
 TG0469  HISTORY     - Date     Condition        Report By
 TG0469  HISTORY     - UNK      MONUMENTED       DOD
 TG0469  HISTORY     - 1963     GOOD             NGS
 TG0469
 TG0469                          STATION DESCRIPTION
 TG0469
 TG0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0469'2.4 MI E FROM ROSS.
 TG0469'ABOUT 2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0469'AT ROSS, ABOUT 0.15 MILE SOUTH OF THE TRACK, ABOUT 106 YARDS SOUTH OF
 TG0469'U.S. HIGHWAY 2, ON THE TOP OF A SLIGHT KNOLL IN A CULTIVATED FIELD, A
 TG0469'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 27, R 91 W, T 156 N.
 TG0469'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0470 ***********************************************************************
 TG0470  DESIGNATION -  I 7 B 2
 TG0470  PID         -  TG0470
 TG0470  STATE/COUNTY-  ND/MOUNTRAIL
 TG0470  USGS QUAD   -  STANLEY (1981)
 TG0470
 TG0470                         *CURRENT SURVEY CONTROL
 TG0470  ___________________________________________________________________
 TG0470* NAD 83(1986)-  48 18 33.     (N)    102 29 49.     (W)     SCALED    
 TG0470* NAVD 88     -       710.543  (meters)    2331.17   (feet)  ADJUSTED  
 TG0470  ___________________________________________________________________
 TG0470  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0470  DYNAMIC HT  -         710.653 (meters)    2331.53  (feet)  COMP
 TG0470  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 TG0470
 TG0470  VERT ORDER  -  FIRST     CLASS II
 TG0470
 TG0470.The horizontal coordinates were scaled from a topographic map and have
 TG0470.an estimated accuracy of +/- 6 seconds.
 TG0470
 TG0470.The orthometric height was determined by differential leveling
 TG0470.and adjusted by the National Geodetic Survey in June 1991..
 TG0470
 TG0470.The geoid height was determined by GEOID03.
 TG0470
 TG0470.The dynamic height is computed by dividing the NAVD 88
 TG0470.geopotential number by the normal gravity value computed on the
 TG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0470.degrees latitude (g = 980.6199 gals.).
 TG0470
 TG0470.The modeled gravity was interpolated from observed gravity values.
 TG0470
 TG0470;                    North         East    Units  Estimated Accuracy
 TG0470;SPC ND N     -   147,480.      451,900.      MT  (+/- 180 meters Scaled)
 TG0470
 TG0470                          SUPERSEDED SURVEY CONTROL
 TG0470
 TG0470  NGVD 29 (??/??/92)  710.08   (m)         2329.7    (f) COMPUTED    1 2
 TG0470
 TG0470.Superseded values are not recommended for survey control.
 TG0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0470.See file dsdata.txt to determine how the superseded data were derived.
 TG0470
 TG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP855536(NAD 83)
 TG0470_MARKER: DD = SURVEY DISK
 TG0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0470_SP_SET: PEDESTAL
 TG0470_STAMPING: I 7 B 2
 TG0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0470
 TG0470  HISTORY     - Date     Condition        Report By
 TG0470  HISTORY     - UNK      MONUMENTED       DOD
 TG0470  HISTORY     - 1963     GOOD             NGS
 TG0470
 TG0470                          STATION DESCRIPTION
 TG0470
 TG0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0470'2.7 MI SE FROM ROSS.
 TG0470'ABOUT 1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0470'AT ROSS, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.4 MILE
 TG0470'EAST ALONG A FARM ROAD THAT FOLLOWS A FENCE ACROSS A CULTIVATED FIELD,
 TG0470'ON THE WEST SLOPE OF A RIDGE IN THE CULTIVATED FIELD, ABOUT 60 FEET
 TG0470'EAST OF THE EAST EDGE OF A LARGE ROCK PILE, 42 FEET NORTH OF THE
 TG0470'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 27, R 91 W,
 TG0470'T 156 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0472 ***********************************************************************
 TG0472  DESIGNATION -  I 7 Z
 TG0472  PID         -  TG0472
 TG0472  STATE/COUNTY-  ND/MOUNTRAIL
 TG0472  USGS QUAD   -  STANLEY (1981)
 TG0472
 TG0472                         *CURRENT SURVEY CONTROL
 TG0472  ___________________________________________________________________
 TG0472* NAD 83(1986)-  48 18 33.     (N)    102 30 01.     (W)     SCALED    
 TG0472* NAVD 88     -       705.080  (meters)    2313.25   (feet)  ADJUSTED  
 TG0472  ___________________________________________________________________
 TG0472  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0472  DYNAMIC HT  -         705.188 (meters)    2313.60  (feet)  COMP
 TG0472  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TG0472
 TG0472  VERT ORDER  -  FIRST     CLASS II
 TG0472
 TG0472.The horizontal coordinates were scaled from a topographic map and have
 TG0472.an estimated accuracy of +/- 6 seconds.
 TG0472
 TG0472.The orthometric height was determined by differential leveling
 TG0472.and adjusted by the National Geodetic Survey in June 1991..
 TG0472
 TG0472.The geoid height was determined by GEOID03.
 TG0472
 TG0472.The dynamic height is computed by dividing the NAVD 88
 TG0472.geopotential number by the normal gravity value computed on the
 TG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0472.degrees latitude (g = 980.6199 gals.).
 TG0472
 TG0472.The modeled gravity was interpolated from observed gravity values.
 TG0472
 TG0472;                    North         East    Units  Estimated Accuracy
 TG0472;SPC ND N     -   147,480.      451,650.      MT  (+/- 180 meters Scaled)
 TG0472
 TG0472                          SUPERSEDED SURVEY CONTROL
 TG0472
 TG0472  NGVD 29 (??/??/92)  704.62   (m)         2311.7    (f) COMPUTED    1 2
 TG0472
 TG0472.Superseded values are not recommended for survey control.
 TG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0472.See file dsdata.txt to determine how the superseded data were derived.
 TG0472
 TG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP853536(NAD 83)
 TG0472_MARKER: DS = TRIANGULATION STATION DISK
 TG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0472_STAMPING: I 7 Z 1963
 TG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0472+STABILITY: SURFACE MOTION
 TG0472
 TG0472  HISTORY     - Date     Condition        Report By
 TG0472  HISTORY     - 1963     MONUMENTED       CGS
 TG0472
 TG0472                          STATION DESCRIPTION
 TG0472
 TG0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0472'2.5 MI SE FROM ROSS.
 TG0472'ABOUT 1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0472'AT ROSS, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 TG0472'EAST ALONG A FARM ROAD ACROSS A CULTIVATED FIELD, ABOUT 80 YARDS
 TG0472'NORTHWEST OF THE NORTHEAST END OF AN EARTH DAM IN A STOCK POND, AT THE
 TG0472'TOP OF A HILL, 8.5 FEET SOUTHWEST OF A FENCE CORNER, 7.5 FEET WEST OF
 TG0472'A FENCE, 7.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG0472'THE FARM ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0472'INCH, S 27, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0471 ***********************************************************************
 TG0471  DESIGNATION -  I 7 Z RM 1
 TG0471  PID         -  TG0471
 TG0471  STATE/COUNTY-  ND/MOUNTRAIL
 TG0471  USGS QUAD   -  STANLEY (1981)
 TG0471
 TG0471                         *CURRENT SURVEY CONTROL
 TG0471  ___________________________________________________________________
 TG0471* NAD 83(1986)-  48 18 33.     (N)    102 30 01.     (W)     SCALED    
 TG0471* NAVD 88     -       704.950  (meters)    2312.82   (feet)  ADJUSTED  
 TG0471  ___________________________________________________________________
 TG0471  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0471  DYNAMIC HT  -         705.059 (meters)    2313.18  (feet)  COMP
 TG0471  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TG0471
 TG0471  VERT ORDER  -  FIRST     CLASS II
 TG0471
 TG0471.The horizontal coordinates were scaled from a topographic map and have
 TG0471.an estimated accuracy of +/- 6 seconds.
 TG0471
 TG0471.The orthometric height was determined by differential leveling
 TG0471.and adjusted by the National Geodetic Survey in June 1991..
 TG0471
 TG0471.The geoid height was determined by GEOID03.
 TG0471
 TG0471.The dynamic height is computed by dividing the NAVD 88
 TG0471.geopotential number by the normal gravity value computed on the
 TG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0471.degrees latitude (g = 980.6199 gals.).
 TG0471
 TG0471.The modeled gravity was interpolated from observed gravity values.
 TG0471
 TG0471;                    North         East    Units  Estimated Accuracy
 TG0471;SPC ND N     -   147,480.      451,650.      MT  (+/- 180 meters Scaled)
 TG0471
 TG0471                          SUPERSEDED SURVEY CONTROL
 TG0471
 TG0471  NGVD 29 (??/??/92)  704.49   (m)         2311.3    (f) COMPUTED    1 2
 TG0471
 TG0471.Superseded values are not recommended for survey control.
 TG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0471.See file dsdata.txt to determine how the superseded data were derived.
 TG0471
 TG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP853536(NAD 83)
 TG0471_MARKER: DR = REFERENCE MARK DISK
 TG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0471_STAMPING: I 7 Z NO 1 1963
 TG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0471+STABILITY: SURFACE MOTION
 TG0471
 TG0471  HISTORY     - Date     Condition        Report By
 TG0471  HISTORY     - 1963     MONUMENTED       CGS
 TG0471
 TG0471                          STATION DESCRIPTION
 TG0471
 TG0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0471'2.5 MI SE FROM ROSS.
 TG0471'ABOUT 1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0471'AT ROSS, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 TG0471'EAST ALONG A FARM ROAD ACROSS A CULTIVATED FIELD, ABOUT 81 YARDS NORTH
 TG0471'OF THE NORTHEAST END OF AN EARTH DAM IN A STOCK POND, 76.2 FEET EAST
 TG0471'OF THE STATION MARK, 69.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT NORTH
 TG0471'OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG0471'CONCRETE POST PROJECTING 5 INCHES, S 27, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0473 ***********************************************************************
 TG0473  DESIGNATION -  I 7 Z RM 2
 TG0473  PID         -  TG0473
 TG0473  STATE/COUNTY-  ND/MOUNTRAIL
 TG0473  USGS QUAD   -  ROSS (1981)
 TG0473
 TG0473                         *CURRENT SURVEY CONTROL
 TG0473  ___________________________________________________________________
 TG0473* NAD 83(1986)-  48 18 33.     (N)    102 30 02.     (W)     SCALED    
 TG0473* NAVD 88     -       703.906  (meters)    2309.40   (feet)  ADJUSTED  
 TG0473  ___________________________________________________________________
 TG0473  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0473  DYNAMIC HT  -         704.015 (meters)    2309.76  (feet)  COMP
 TG0473  MODELED GRAV-     980,742.7   (mgal)                       NAVD 88
 TG0473
 TG0473  VERT ORDER  -  FIRST     CLASS II
 TG0473
 TG0473.The horizontal coordinates were scaled from a topographic map and have
 TG0473.an estimated accuracy of +/- 6 seconds.
 TG0473
 TG0473.The orthometric height was determined by differential leveling
 TG0473.and adjusted by the National Geodetic Survey in June 1991..
 TG0473
 TG0473.The geoid height was determined by GEOID03.
 TG0473
 TG0473.The dynamic height is computed by dividing the NAVD 88
 TG0473.geopotential number by the normal gravity value computed on the
 TG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0473.degrees latitude (g = 980.6199 gals.).
 TG0473
 TG0473.The modeled gravity was interpolated from observed gravity values.
 TG0473
 TG0473;                    North         East    Units  Estimated Accuracy
 TG0473;SPC ND N     -   147,480.      451,630.      MT  (+/- 180 meters Scaled)
 TG0473
 TG0473                          SUPERSEDED SURVEY CONTROL
 TG0473
 TG0473  NGVD 29 (??/??/92)  703.45   (m)         2307.9    (f) COMPUTED    1 2
 TG0473
 TG0473.Superseded values are not recommended for survey control.
 TG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0473.See file dsdata.txt to determine how the superseded data were derived.
 TG0473
 TG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP853536(NAD 83)
 TG0473_MARKER: DB = BENCH MARK DISK
 TG0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0473_STAMPING: I 7 Z NO 2 1963
 TG0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0473+STABILITY: SURFACE MOTION
 TG0473
 TG0473  HISTORY     - Date     Condition        Report By
 TG0473  HISTORY     - 1963     MONUMENTED       CGS
 TG0473
 TG0473                          STATION DESCRIPTION
 TG0473
 TG0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0473'2.5 MI SE FROM ROSS.
 TG0473'ABOUT 1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0473'AT ROSS, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 TG0473'EAST ALONG A FARM ROAD ACROSS A CULTIVATED FIELD, ABOUT 61 YARDS
 TG0473'NORTHWEST OF THE NORTHEAST END OF AN EARTH DAM IN A STOCK POND, ON THE
 TG0473'SOUTHWEST SLOPE OF A HILL, 48.7 FEET SOUTH OF THE STATION MARK, 1.0
 TG0473'FOOT WEST OF A FENCE, 44.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6
 TG0473'FEET BELOW THE LEVEL OF THE FARM ROAD, AND SET IN THE TOP OF A
 TG0473'CONCRETE POST PROJECTING 4 INCHES, S 27, R 92 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1338 ***********************************************************************
 TG1338  DESIGNATION -  I 8
 TG1338  PID         -  TG1338
 TG1338  STATE/COUNTY-  ND/WILLIAMS
 TG1338  USGS QUAD   -  WILLISTON SW (1979)
 TG1338
 TG1338                         *CURRENT SURVEY CONTROL
 TG1338  ___________________________________________________________________
 TG1338* NAD 83(1986)-  48 07 07.     (N)    103 42 46.     (W)     SCALED    
 TG1338* NAVD 88     -       566.646  (meters)    1859.07   (feet)  ADJUSTED  
 TG1338  ___________________________________________________________________
 TG1338  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1338  DYNAMIC HT  -         566.715 (meters)    1859.30  (feet)  COMP
 TG1338  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 TG1338
 TG1338  VERT ORDER  -  FIRST     CLASS II
 TG1338
 TG1338.The horizontal coordinates were scaled from a topographic map and have
 TG1338.an estimated accuracy of +/- 6 seconds.
 TG1338
 TG1338.The orthometric height was determined by differential leveling
 TG1338.and adjusted by the National Geodetic Survey in June 1991..
 TG1338.WARNING-Repeat measurements at this control monument indicate possible
 TG1338.vertical movement.
 TG1338
 TG1338.The geoid height was determined by GEOID03.
 TG1338
 TG1338.The dynamic height is computed by dividing the NAVD 88
 TG1338.geopotential number by the normal gravity value computed on the
 TG1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1338.degrees latitude (g = 980.6199 gals.).
 TG1338
 TG1338.The modeled gravity was interpolated from observed gravity values.
 TG1338
 TG1338;                    North         East    Units  Estimated Accuracy
 TG1338;SPC ND N     -   129,360.      360,880.      MT  (+/- 180 meters Scaled)
 TG1338
 TG1338                          SUPERSEDED SURVEY CONTROL
 TG1338
 TG1338  NGVD 29 (??/??/92)  566.142  (m)         1857.42   (f) ADJ UNCH    1 2
 TG1338
 TG1338.Superseded values are not recommended for survey control.
 TG1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1338.See file dsdata.txt to determine how the superseded data were derived.
 TG1338
 TG1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP958302(NAD 83)
 TG1338_MARKER: DB = BENCH MARK DISK
 TG1338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1338_SP_SET: ABUTMENT
 TG1338_STAMPING: I-8 1934 ELEV. 1857.693 FT
 TG1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1338
 TG1338  HISTORY     - Date     Condition        Report By
 TG1338  HISTORY     - 1934     MONUMENTED       CGS
 TG1338  HISTORY     - 1940     GOOD             NGS
 TG1338
 TG1338                          STATION DESCRIPTION
 TG1338
 TG1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1338'4.8 MI SW FROM WILLISTON.
 TG1338'ABOUT 4.8 MILES SOUTH-WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG1338'STATION AT WILLISTON, AT BRIDGE NO. 139, AND IN THE NORTH-EAST END OF
 TG1338'THE SOUTH-EAST ABUTMENT.  A STANDARD DISK, STAMPED ELEV. 1857.693 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0819 ***********************************************************************
 TG0819  DESIGNATION -  I 8 B 1
 TG0819  PID         -  TG0819
 TG0819  STATE/COUNTY-  ND/MOUNTRAIL
 TG0819  USGS QUAD   -  ROSS (1981)
 TG0819
 TG0819                         *CURRENT SURVEY CONTROL
 TG0819  ___________________________________________________________________
 TG0819* NAD 83(1986)-  48 19 18.     (N)    102 36 12.     (W)     SCALED    
 TG0819* NAVD 88     -       701.812  (meters)    2302.53   (feet)  ADJUSTED  
 TG0819  ___________________________________________________________________
 TG0819  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0819  DYNAMIC HT  -         701.917 (meters)    2302.87  (feet)  COMP
 TG0819  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 TG0819
 TG0819  VERT ORDER  -  FIRST     CLASS II
 TG0819
 TG0819.The horizontal coordinates were scaled from a topographic map and have
 TG0819.an estimated accuracy of +/- 6 seconds.
 TG0819
 TG0819.The orthometric height was determined by differential leveling
 TG0819.and adjusted by the National Geodetic Survey in June 1991..
 TG0819
 TG0819.The geoid height was determined by GEOID03.
 TG0819
 TG0819.The dynamic height is computed by dividing the NAVD 88
 TG0819.geopotential number by the normal gravity value computed on the
 TG0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0819.degrees latitude (g = 980.6199 gals.).
 TG0819
 TG0819.The modeled gravity was interpolated from observed gravity values.
 TG0819
 TG0819;                    North         East    Units  Estimated Accuracy
 TG0819;SPC ND N     -   149,080.      444,040.      MT  (+/- 180 meters Scaled)
 TG0819
 TG0819                          SUPERSEDED SURVEY CONTROL
 TG0819
 TG0819  NGVD 29 (??/??/92)  701.33   (m)         2300.9    (f) COMPUTED    1 2
 TG0819
 TG0819.Superseded values are not recommended for survey control.
 TG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0819.See file dsdata.txt to determine how the superseded data were derived.
 TG0819
 TG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP776548(NAD 83)
 TG0819_MARKER: DD = SURVEY DISK
 TG0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0819_SP_SET: PEDESTAL
 TG0819_STAMPING: I 8 B 1
 TG0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0819
 TG0819  HISTORY     - Date     Condition        Report By
 TG0819  HISTORY     - UNK      MONUMENTED       DOD
 TG0819  HISTORY     - 1963     GOOD             NGS
 TG0819
 TG0819                          STATION DESCRIPTION
 TG0819
 TG0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0819'3.4 MI W FROM ROSS.
 TG0819'ABOUT 3.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY AND/OR U.S.
 TG0819'HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY STATION AT ROSS, ABOUT 0.4
 TG0819'MILE SOUTH OF THE TRACK, ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 2, NEAR
 TG0819'THE CREST OF A HILL IN A LARGE CULTIVATED FIELD, A 1 1/2 X 4 FOOT
 TG0819'CONCRETE PEDESTAL WITH TRIBRACH, S 23, R 93 W, T 156 N.  NOTE-- CENTER
 TG0819'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0818 ***********************************************************************
 TG0818  DESIGNATION -  I 8 B 2
 TG0818  PID         -  TG0818
 TG0818  STATE/COUNTY-  ND/MOUNTRAIL
 TG0818  USGS QUAD   -  ROSS (1981)
 TG0818
 TG0818                         *CURRENT SURVEY CONTROL
 TG0818  ___________________________________________________________________
 TG0818* NAD 83(1986)-  48 19 36.     (N)    102 36 03.     (W)     SCALED    
 TG0818* NAVD 88     -       693.130  (meters)    2274.04   (feet)  ADJUSTED  
 TG0818  ___________________________________________________________________
 TG0818  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0818  DYNAMIC HT  -         693.234 (meters)    2274.39  (feet)  COMP
 TG0818  MODELED GRAV-     980,737.9   (mgal)                       NAVD 88
 TG0818
 TG0818  VERT ORDER  -  FIRST     CLASS II
 TG0818
 TG0818.The horizontal coordinates were scaled from a topographic map and have
 TG0818.an estimated accuracy of +/- 6 seconds.
 TG0818
 TG0818.The orthometric height was determined by differential leveling
 TG0818.and adjusted by the National Geodetic Survey in June 1991..
 TG0818
 TG0818.The geoid height was determined by GEOID03.
 TG0818
 TG0818.The dynamic height is computed by dividing the NAVD 88
 TG0818.geopotential number by the normal gravity value computed on the
 TG0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0818.degrees latitude (g = 980.6199 gals.).
 TG0818
 TG0818.The modeled gravity was interpolated from observed gravity values.
 TG0818
 TG0818;                    North         East    Units  Estimated Accuracy
 TG0818;SPC ND N     -   149,630.      444,250.      MT  (+/- 180 meters Scaled)
 TG0818
 TG0818                          SUPERSEDED SURVEY CONTROL
 TG0818
 TG0818  NGVD 29 (??/??/92)  692.65   (m)         2272.5    (f) COMPUTED    1 2
 TG0818
 TG0818.Superseded values are not recommended for survey control.
 TG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0818.See file dsdata.txt to determine how the superseded data were derived.
 TG0818
 TG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP778553(NAD 83)
 TG0818_MARKER: DD = SURVEY DISK
 TG0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0818_SP_SET: PEDESTAL
 TG0818_STAMPING: I 8 B 2
 TG0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0818
 TG0818  HISTORY     - Date     Condition        Report By
 TG0818  HISTORY     - UNK      MONUMENTED       DOD
 TG0818  HISTORY     - 1963     GOOD             NGS
 TG0818
 TG0818                          STATION DESCRIPTION
 TG0818
 TG0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0818'3.1 MI W FROM ROSS.
 TG0818'ABOUT 3.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY AND/OR U.S.
 TG0818'HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY STATION AT ROSS, ABOUT 0.1
 TG0818'MILE SOUTH OF THE TRACK, AT THE NORTH EDGE OF A CULTIVATED FIELD, 111
 TG0818'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE
 TG0818'PEDESTAL WITH TRIBRACH, S 23, R 93, T 156 N.  NOTE-- CENTER OF THE
 TG0818'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0821 ***********************************************************************
 TG0821  DESIGNATION -  I 8 Z
 TG0821  PID         -  TG0821
 TG0821  STATE/COUNTY-  ND/MOUNTRAIL
 TG0821  USGS QUAD   -  ROSS (1981)
 TG0821
 TG0821                         *CURRENT SURVEY CONTROL
 TG0821  ___________________________________________________________________
 TG0821* NAD 83(1986)-  48 19 36.     (N)    102 36 16.     (W)     SCALED    
 TG0821* NAVD 88     -       692.743  (meters)    2272.77   (feet)  ADJUSTED  
 TG0821  ___________________________________________________________________
 TG0821  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0821  DYNAMIC HT  -         692.847 (meters)    2273.12  (feet)  COMP
 TG0821  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TG0821
 TG0821  VERT ORDER  -  FIRST     CLASS II
 TG0821
 TG0821.The horizontal coordinates were scaled from a topographic map and have
 TG0821.an estimated accuracy of +/- 6 seconds.
 TG0821
 TG0821.The orthometric height was determined by differential leveling
 TG0821.and adjusted by the National Geodetic Survey in June 1991..
 TG0821
 TG0821.The geoid height was determined by GEOID03.
 TG0821
 TG0821.The dynamic height is computed by dividing the NAVD 88
 TG0821.geopotential number by the normal gravity value computed on the
 TG0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0821.degrees latitude (g = 980.6199 gals.).
 TG0821
 TG0821.The modeled gravity was interpolated from observed gravity values.
 TG0821
 TG0821;                    North         East    Units  Estimated Accuracy
 TG0821;SPC ND N     -   149,630.      443,980.      MT  (+/- 180 meters Scaled)
 TG0821
 TG0821                          SUPERSEDED SURVEY CONTROL
 TG0821
 TG0821  NGVD 29 (??/??/92)  692.26   (m)         2271.2    (f) COMPUTED    1 2
 TG0821
 TG0821.Superseded values are not recommended for survey control.
 TG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0821.See file dsdata.txt to determine how the superseded data were derived.
 TG0821
 TG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP775553(NAD 83)
 TG0821_MARKER: DS = TRIANGULATION STATION DISK
 TG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0821_STAMPING: I 8 Z 1963
 TG0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0821+STABILITY: SURFACE MOTION
 TG0821
 TG0821  HISTORY     - Date     Condition        Report By
 TG0821  HISTORY     - 1963     MONUMENTED       CGS
 TG0821
 TG0821                          STATION DESCRIPTION
 TG0821
 TG0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0821'3.3 MI W FROM ROSS.
 TG0821'ABOUT 3.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY AND/OR U.S.
 TG0821'HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY STATION AT ROSS, ABOUT 1.1
 TG0821'MILES EAST OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD,
 TG0821'ABOUT 0.15 MILE SOUTH OF THE TRACK, 67 FEET SOUTH OF THE CENTERLINE OF
 TG0821'THE HIGHWAY, 27 FEET NORTHEAST OF THE THIRD TELEPHONE POLE EAST OF A
 TG0821'SMALL CLUMP OF TREES, 1.8 FEET NORTHEAST OF A METAL WITNESS POST,
 TG0821'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TG0821'CONCRETE POST PROJECTING 0.1 FOOT, S 23, R 93 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0820 ***********************************************************************
 TG0820  DESIGNATION -  I 8 Z RM 1
 TG0820  PID         -  TG0820
 TG0820  STATE/COUNTY-  ND/MOUNTRAIL
 TG0820  USGS QUAD   -  ROSS (1981)
 TG0820
 TG0820                         *CURRENT SURVEY CONTROL
 TG0820  ___________________________________________________________________
 TG0820* NAD 83(1986)-  48 19 37.     (N)    102 36 16.     (W)     SCALED    
 TG0820* NAVD 88     -       692.403  (meters)    2271.66   (feet)  ADJUSTED  
 TG0820  ___________________________________________________________________
 TG0820  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0820  DYNAMIC HT  -         692.507 (meters)    2272.00  (feet)  COMP
 TG0820  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TG0820
 TG0820  VERT ORDER  -  FIRST     CLASS II
 TG0820
 TG0820.The horizontal coordinates were scaled from a topographic map and have
 TG0820.an estimated accuracy of +/- 6 seconds.
 TG0820
 TG0820.The orthometric height was determined by differential leveling
 TG0820.and adjusted by the National Geodetic Survey in June 1991..
 TG0820
 TG0820.The geoid height was determined by GEOID03.
 TG0820
 TG0820.The dynamic height is computed by dividing the NAVD 88
 TG0820.geopotential number by the normal gravity value computed on the
 TG0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0820.degrees latitude (g = 980.6199 gals.).
 TG0820
 TG0820.The modeled gravity was interpolated from observed gravity values.
 TG0820
 TG0820;                    North         East    Units  Estimated Accuracy
 TG0820;SPC ND N     -   149,670.      443,980.      MT  (+/- 180 meters Scaled)
 TG0820
 TG0820                          SUPERSEDED SURVEY CONTROL
 TG0820
 TG0820  NGVD 29 (??/??/92)  691.92   (m)         2270.1    (f) COMPUTED    1 2
 TG0820
 TG0820.Superseded values are not recommended for survey control.
 TG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0820.See file dsdata.txt to determine how the superseded data were derived.
 TG0820
 TG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP775554(NAD 83)
 TG0820_MARKER: DR = REFERENCE MARK DISK
 TG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0820_STAMPING: I 8 Z NO 1 1963
 TG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0820+STABILITY: SURFACE MOTION
 TG0820
 TG0820  HISTORY     - Date     Condition        Report By
 TG0820  HISTORY     - 1963     MONUMENTED       CGS
 TG0820
 TG0820                          STATION DESCRIPTION
 TG0820
 TG0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0820'3.3 MI W FROM ROSS.
 TG0820'ABOUT 3.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY AND/OR U.S.
 TG0820'HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY STATION AT ROSS, ABOUT 1.1
 TG0820'MILES EAST OF THE INTERSECTION OF U.S. HIGHWAY 2 AND A GRAVELED ROAD,
 TG0820'ABOUT 0.15 MILES SOUTH OF THE TRACK, 80 FEET SOUTH OF THE CENTERLINE
 TG0820'OF THE HIGHWAY, 93 FEET EAST OF A TELEPHONE POLE, 75.2 FEET EAST OF
 TG0820'THE STATION MARK, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 TG0820'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 23, R 93 W, T 156
 TG0820'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0822 ***********************************************************************
 TG0822  DESIGNATION -  I 8 Z RM 2
 TG0822  PID         -  TG0822
 TG0822  STATE/COUNTY-  ND/MOUNTRAIL
 TG0822  USGS QUAD   -  ROSS (1981)
 TG0822
 TG0822                         *CURRENT SURVEY CONTROL
 TG0822  ___________________________________________________________________
 TG0822* NAD 83(1986)-  48 19 36.     (N)    102 36 16.     (W)     SCALED    
 TG0822* NAVD 88     -       693.269  (meters)    2274.50   (feet)  ADJUSTED  
 TG0822  ___________________________________________________________________
 TG0822  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0822  DYNAMIC HT  -         693.374 (meters)    2274.84  (feet)  COMP
 TG0822  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 TG0822
 TG0822  VERT ORDER  -  FIRST     CLASS II
 TG0822
 TG0822.The horizontal coordinates were scaled from a topographic map and have
 TG0822.an estimated accuracy of +/- 6 seconds.
 TG0822
 TG0822.The orthometric height was determined by differential leveling
 TG0822.and adjusted by the National Geodetic Survey in June 1991..
 TG0822
 TG0822.The geoid height was determined by GEOID03.
 TG0822
 TG0822.The dynamic height is computed by dividing the NAVD 88
 TG0822.geopotential number by the normal gravity value computed on the
 TG0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0822.degrees latitude (g = 980.6199 gals.).
 TG0822
 TG0822.The modeled gravity was interpolated from observed gravity values.
 TG0822
 TG0822;                    North         East    Units  Estimated Accuracy
 TG0822;SPC ND N     -   149,630.      443,980.      MT  (+/- 180 meters Scaled)
 TG0822
 TG0822                          SUPERSEDED SURVEY CONTROL
 TG0822
 TG0822  NGVD 29 (??/??/92)  692.78   (m)         2272.9    (f) COMPUTED    1 2
 TG0822
 TG0822.Superseded values are not recommended for survey control.
 TG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0822.See file dsdata.txt to determine how the superseded data were derived.
 TG0822
 TG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP775553(NAD 83)
 TG0822_MARKER: DR = REFERENCE MARK DISK
 TG0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0822_STAMPING: I 8 Z NO 2 1963
 TG0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0822+STABILITY: SURFACE MOTION
 TG0822
 TG0822  HISTORY     - Date     Condition        Report By
 TG0822  HISTORY     - 1963     MONUMENTED       CGS
 TG0822
 TG0822                          STATION DESCRIPTION
 TG0822
 TG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0822'3.3 MI W FROM ROSS.
 TG0822'ABOUT 3.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY AND/OR U.S.
 TG0822'HIGHWAY 2 FROM THE GREAT NORTHERN RAILWAY STATION AT ROSS, ABOUT 1.1
 TG0822'MILES EAST OF THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD,
 TG0822'ABOUT 0.15 MILE SOUTH OF THE TRACK, 80 FEET SOUTH OF THE CENTERLINE OF
 TG0822'THE HIGHWAY, 73.4 FEET SOUTHWEST OF THE STATION MARK, 53.5 FEET WEST
 TG0822'OF THE THIRD TELEPHONE POLE EAST OF A CLUMP OF TREES, ABOUT 4 FEET
 TG0822'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0822'PROJECTING 1 INCH, S 23, R 93 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0551 ***********************************************************************
 TG0551  DESIGNATION -  I 9 B 1
 TG0551  PID         -  TG0551
 TG0551  STATE/COUNTY-  ND/MOUNTRAIL
 TG0551  USGS QUAD   -  LOSTWOOD (1981)
 TG0551
 TG0551                         *CURRENT SURVEY CONTROL
 TG0551  ___________________________________________________________________
 TG0551* NAD 83(1986)-  48 23 14.     (N)    102 24 08.     (W)     SCALED    
 TG0551* NAVD 88     -       689.213  (meters)    2261.19   (feet)  ADJUSTED  
 TG0551  ___________________________________________________________________
 TG0551  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0551  DYNAMIC HT  -         689.327 (meters)    2261.57  (feet)  COMP
 TG0551  MODELED GRAV-     980,753.4   (mgal)                       NAVD 88
 TG0551
 TG0551  VERT ORDER  -  SECOND    CLASS 0
 TG0551
 TG0551.The horizontal coordinates were scaled from a topographic map and have
 TG0551.an estimated accuracy of +/- 6 seconds.
 TG0551
 TG0551.The orthometric height was determined by differential leveling
 TG0551.and adjusted by the National Geodetic Survey in June 1991..
 TG0551
 TG0551.The geoid height was determined by GEOID03.
 TG0551
 TG0551.The dynamic height is computed by dividing the NAVD 88
 TG0551.geopotential number by the normal gravity value computed on the
 TG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0551.degrees latitude (g = 980.6199 gals.).
 TG0551
 TG0551.The modeled gravity was interpolated from observed gravity values.
 TG0551
 TG0551;                    North         East    Units  Estimated Accuracy
 TG0551;SPC ND N     -   155,980.      459,130.      MT  (+/- 180 meters Scaled)
 TG0551
 TG0551                          SUPERSEDED SURVEY CONTROL
 TG0551
 TG0551  NGVD 29 (??/??/92)  688.76   (m)         2259.7    (f) COMPUTED    2 0
 TG0551
 TG0551.Superseded values are not recommended for survey control.
 TG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0551.See file dsdata.txt to determine how the superseded data were derived.
 TG0551
 TG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP923626(NAD 83)
 TG0551_MARKER: DD = SURVEY DISK
 TG0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0551_SP_SET: PEDESTAL
 TG0551_STAMPING: I 9 B 1
 TG0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0551
 TG0551  HISTORY     - Date     Condition        Report By
 TG0551  HISTORY     - UNK      MONUMENTED       DOD
 TG0551  HISTORY     - 1963     GOOD             NGS
 TG0551
 TG0551                          STATION DESCRIPTION
 TG0551
 TG0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0551'4.8 MI N FROM STANLEY.
 TG0551'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0551'STANLEY, ABOUT 150 YARDS NORTH OF THE INTERSECTION OF A GRAVELED ROAD
 TG0551'LEADING WEST AND A DIRT ROAD LEADING EAST, ABOUT 75 YARDS NORTHEAST OF
 TG0551'THE HIGHWAY, ON THE TOP OF A SLIGHT RIDGE IN A CULTIVATED FIELD, A 1
 TG0551'1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 26, R 91 W, T 157 N.
 TG0551'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0550 ***********************************************************************
 TG0550  DESIGNATION -  I 9 B 2
 TG0550  PID         -  TG0550
 TG0550  STATE/COUNTY-  ND/MOUNTRAIL
 TG0550  USGS QUAD   -  LOSTWOOD (1981)
 TG0550
 TG0550                         *CURRENT SURVEY CONTROL
 TG0550  ___________________________________________________________________
 TG0550* NAD 83(1986)-  48 23 07.     (N)    102 23 55.     (W)     SCALED    
 TG0550* NAVD 88     -       684.362  (meters)    2245.28   (feet)  ADJUSTED  
 TG0550  ___________________________________________________________________
 TG0550  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0550  DYNAMIC HT  -         684.475 (meters)    2245.65  (feet)  COMP
 TG0550  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 TG0550
 TG0550  VERT ORDER  -  SECOND    CLASS 0
 TG0550
 TG0550.The horizontal coordinates were scaled from a topographic map and have
 TG0550.an estimated accuracy of +/- 6 seconds.
 TG0550
 TG0550.The orthometric height was determined by differential leveling
 TG0550.and adjusted by the National Geodetic Survey in June 1991..
 TG0550
 TG0550.The geoid height was determined by GEOID03.
 TG0550
 TG0550.The dynamic height is computed by dividing the NAVD 88
 TG0550.geopotential number by the normal gravity value computed on the
 TG0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0550.degrees latitude (g = 980.6199 gals.).
 TG0550
 TG0550.The modeled gravity was interpolated from observed gravity values.
 TG0550
 TG0550;                    North         East    Units  Estimated Accuracy
 TG0550;SPC ND N     -   155,750.      459,400.      MT  (+/- 180 meters Scaled)
 TG0550
 TG0550                          SUPERSEDED SURVEY CONTROL
 TG0550
 TG0550  NGVD 29 (??/??/92)  683.91   (m)         2243.8    (f) COMPUTED    2 0
 TG0550
 TG0550.Superseded values are not recommended for survey control.
 TG0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0550.See file dsdata.txt to determine how the superseded data were derived.
 TG0550
 TG0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP925623(NAD 83)
 TG0550_MARKER: DD = SURVEY DISK
 TG0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0550_SP_SET: PEDESTAL
 TG0550_STAMPING: I 9 B 2
 TG0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0550
 TG0550  HISTORY     - Date     Condition        Report By
 TG0550  HISTORY     - UNK      MONUMENTED       DOD
 TG0550  HISTORY     - 1963     GOOD             NGS
 TG0550
 TG0550                          STATION DESCRIPTION
 TG0550
 TG0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0550'4.6 MI N FROM STANLEY.
 TG0550'ABOUT 4.6 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0550'STANLEY, ABOUT 0.2 MILE SOUTHEAST OF A ROAD INTERSECTION, ABOUT 125
 TG0550'YARDS NORTHEAST OF THE HIGHWAY, IN A CULTIVATED FIELD, A 1 1/2 X 4
 TG0550'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 35, R 91 W, T 157 N.  NOTE--
 TG0550'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0548 ***********************************************************************
 TG0548  DESIGNATION -  I 9 Z
 TG0548  PID         -  TG0548
 TG0548  STATE/COUNTY-  ND/MOUNTRAIL
 TG0548  USGS QUAD   -  LOSTWOOD (1981)
 TG0548
 TG0548                         *CURRENT SURVEY CONTROL
 TG0548  ___________________________________________________________________
 TG0548* NAD 83(1986)-  48 22 56.     (N)    102 23 50.     (W)     SCALED    
 TG0548* NAVD 88     -       681.059  (meters)    2234.44   (feet)  ADJUSTED  
 TG0548  ___________________________________________________________________
 TG0548  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0548  DYNAMIC HT  -         681.171 (meters)    2234.81  (feet)  COMP
 TG0548  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 TG0548
 TG0548  VERT ORDER  -  SECOND    CLASS 0
 TG0548
 TG0548.The horizontal coordinates were scaled from a topographic map and have
 TG0548.an estimated accuracy of +/- 6 seconds.
 TG0548
 TG0548.The orthometric height was determined by differential leveling
 TG0548.and adjusted by the National Geodetic Survey in June 1991..
 TG0548
 TG0548.The geoid height was determined by GEOID03.
 TG0548
 TG0548.The dynamic height is computed by dividing the NAVD 88
 TG0548.geopotential number by the normal gravity value computed on the
 TG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0548.degrees latitude (g = 980.6199 gals.).
 TG0548
 TG0548.The modeled gravity was interpolated from observed gravity values.
 TG0548
 TG0548;                    North         East    Units  Estimated Accuracy
 TG0548;SPC ND N     -   155,410.      459,490.      MT  (+/- 180 meters Scaled)
 TG0548
 TG0548                          SUPERSEDED SURVEY CONTROL
 TG0548
 TG0548  NGVD 29 (??/??/92)  680.61   (m)         2233.0    (f) COMPUTED    2 0
 TG0548
 TG0548.Superseded values are not recommended for survey control.
 TG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0548.See file dsdata.txt to determine how the superseded data were derived.
 TG0548
 TG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP927620(NAD 83)
 TG0548_MARKER: DS = TRIANGULATION STATION DISK
 TG0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0548_STAMPING: I 9 Z 1963
 TG0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0548+STABILITY: SURFACE MOTION
 TG0548
 TG0548  HISTORY     - Date     Condition        Report By
 TG0548  HISTORY     - 1963     MONUMENTED       CGS
 TG0548
 TG0548                          STATION DESCRIPTION
 TG0548
 TG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0548'4.4 MI N FROM STANLEY.
 TG0548'ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0548'STANLEY, ON THE OUTSIDE OF A CURVE, 361 FEET NORTHWEST OF THE NORTH
 TG0548'END OF AN 18-INCH PIPE CULVERT UNDER A DRIVEWAY LEADING EAST TO A
 TG0548'CULTIVATED FIELD, 73 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 TG0548'17 FEET NORTHWEST OF A TELEPHONE POLE, 2.8 FEET WEST OF A METAL
 TG0548'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0548'THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 35, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0547 ***********************************************************************
 TG0547  DESIGNATION -  I 9 Z RM 1
 TG0547  PID         -  TG0547
 TG0547  STATE/COUNTY-  ND/MOUNTRAIL
 TG0547  USGS QUAD   -  LOSTWOOD (1981)
 TG0547
 TG0547                         *CURRENT SURVEY CONTROL
 TG0547  ___________________________________________________________________
 TG0547* NAD 83(1986)-  48 22 56.     (N)    102 23 49.     (W)     SCALED    
 TG0547* NAVD 88     -       680.787  (meters)    2233.55   (feet)  ADJUSTED  
 TG0547  ___________________________________________________________________
 TG0547  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0547  DYNAMIC HT  -         680.899 (meters)    2233.92  (feet)  COMP
 TG0547  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 TG0547
 TG0547  VERT ORDER  -  SECOND    CLASS 0
 TG0547
 TG0547.The horizontal coordinates were scaled from a topographic map and have
 TG0547.an estimated accuracy of +/- 6 seconds.
 TG0547
 TG0547.The orthometric height was determined by differential leveling
 TG0547.and adjusted by the National Geodetic Survey in June 1991..
 TG0547
 TG0547.The geoid height was determined by GEOID03.
 TG0547
 TG0547.The dynamic height is computed by dividing the NAVD 88
 TG0547.geopotential number by the normal gravity value computed on the
 TG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0547.degrees latitude (g = 980.6199 gals.).
 TG0547
 TG0547.The modeled gravity was interpolated from observed gravity values.
 TG0547
 TG0547;                    North         East    Units  Estimated Accuracy
 TG0547;SPC ND N     -   155,410.      459,510.      MT  (+/- 180 meters Scaled)
 TG0547
 TG0547                          SUPERSEDED SURVEY CONTROL
 TG0547
 TG0547  NGVD 29 (??/??/92)  680.34   (m)         2232.1    (f) COMPUTED    2 0
 TG0547
 TG0547.Superseded values are not recommended for survey control.
 TG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0547.See file dsdata.txt to determine how the superseded data were derived.
 TG0547
 TG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP927620(NAD 83)
 TG0547_MARKER: DR = REFERENCE MARK DISK
 TG0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0547_STAMPING: I 9 Z NO 1 1963
 TG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0547+STABILITY: SURFACE MOTION
 TG0547
 TG0547  HISTORY     - Date     Condition        Report By
 TG0547  HISTORY     - 1963     MONUMENTED       CGS
 TG0547
 TG0547                          STATION DESCRIPTION
 TG0547
 TG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0547'4.4 MI N FROM STANLEY.
 TG0547'ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0547'STANLEY, ON THE OUTSIDE OF A CURVE, 70.5 FEET NORTHEAST OF THE
 TG0547'CENTERLINE OF THE HIGHWAY, 125.4 FEET SOUTHEAST OF THE STATION MARK,
 TG0547'ABOUT 78 YARDS NORTH OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT
 TG0547'UNDER A DRIVEWAY LEADING EAST TO A CULTIVATED FIELD, 2.5 FEET
 TG0547'NORTHWEST OF A TELEPHONE POLE, ABOUT 5 FEET BELOW THE LEVEL OF THE
 TG0547'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 1 INCH UNDER THE
 TG0547'GROUND, S 35, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0549 ***********************************************************************
 TG0549  DESIGNATION -  I 9 Z RM 2
 TG0549  PID         -  TG0549
 TG0549  STATE/COUNTY-  ND/MOUNTRAIL
 TG0549  USGS QUAD   -  LOSTWOOD (1981)
 TG0549
 TG0549                         *CURRENT SURVEY CONTROL
 TG0549  ___________________________________________________________________
 TG0549* NAD 83(1986)-  48 22 56.     (N)    102 23 49.     (W)     SCALED    
 TG0549* NAVD 88     -       681.453  (meters)    2235.73   (feet)  ADJUSTED  
 TG0549  ___________________________________________________________________
 TG0549  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0549  DYNAMIC HT  -         681.566 (meters)    2236.10  (feet)  COMP
 TG0549  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 TG0549
 TG0549  VERT ORDER  -  SECOND    CLASS 0
 TG0549
 TG0549.The horizontal coordinates were scaled from a topographic map and have
 TG0549.an estimated accuracy of +/- 6 seconds.
 TG0549
 TG0549.The orthometric height was determined by differential leveling
 TG0549.and adjusted by the National Geodetic Survey in June 1991..
 TG0549
 TG0549.The geoid height was determined by GEOID03.
 TG0549
 TG0549.The dynamic height is computed by dividing the NAVD 88
 TG0549.geopotential number by the normal gravity value computed on the
 TG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0549.degrees latitude (g = 980.6199 gals.).
 TG0549
 TG0549.The modeled gravity was interpolated from observed gravity values.
 TG0549
 TG0549;                    North         East    Units  Estimated Accuracy
 TG0549;SPC ND N     -   155,410.      459,510.      MT  (+/- 180 meters Scaled)
 TG0549
 TG0549                          SUPERSEDED SURVEY CONTROL
 TG0549
 TG0549  NGVD 29 (??/??/92)  681.00   (m)         2234.2    (f) COMPUTED    2 0
 TG0549
 TG0549.Superseded values are not recommended for survey control.
 TG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0549.See file dsdata.txt to determine how the superseded data were derived.
 TG0549
 TG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP927620(NAD 83)
 TG0549_MARKER: DR = REFERENCE MARK DISK
 TG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0549_STAMPING: I 9 Z NO 2 1963
 TG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0549+STABILITY: SURFACE MOTION
 TG0549
 TG0549  HISTORY     - Date     Condition        Report By
 TG0549  HISTORY     - 1963     MONUMENTED       CGS
 TG0549
 TG0549                          STATION DESCRIPTION
 TG0549
 TG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0549'4.4 MI N FROM STANLEY.
 TG0549'ABOUT 4.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0549'STANLEY, ON THE OUTSIDE OF A CURVE, ABOUT 57 YARDS SOUTHEAST OF THE
 TG0549'CENTER OF THE MORE NORTHERLY OF TWO DRIVEWAYS LEADING EAST TO A
 TG0549'CULTIVATED FIELD, 95.1 FEET NORTHWEST OF THE STATION MARK, 75.5 FEET
 TG0549'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET SOUTHEAST OF A
 TG0549'TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 TG0549'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 35, R 91 W, T 157
 TG0549'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2028 ***********************************************************************
 TE2028  DESIGNATION -  IMMANUEL LUTH CHURCH STEEPLE
 TE2028  PID         -  TE2028
 TE2028  STATE/COUNTY-  ND/BENSON
 TE2028  USGS QUAD   -  HARLOW SE (1958)
 TE2028
 TE2028                         *CURRENT SURVEY CONTROL
 TE2028  ___________________________________________________________________
 TE2028* NAD 83(1996)-  48 02 53.24924(N)    099 31 28.01063(W)     ADJUSTED  
 TE2028* NAVD 88     -                                                        
 TE2028  ___________________________________________________________________
 TE2028  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 TE2028  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 TE2028
 TE2028  HORZ ORDER  -  THIRD
 TE2028
 TE2028.The horizontal coordinates were established by classical geodetic methods
 TE2028.and adjusted by the National Geodetic Survey in January 1998..
 TE2028
 TE2028
 TE2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2028
 TE2028.The geoid height was determined by GEOID03.
 TE2028
 TE2028;                    North         East     Units Scale Factor Converg.
 TE2028;SPC ND N     -   116,992.019   672,726.627   MT  0.99993605   +0 43 33.4
 TE2028;SPC ND N     -   383,832.08  2,207,108.36   iFT  0.99993605   +0 43 33.4
 TE2028;UTM  14      - 5,321,782.152   460,915.038   MT  0.99961877   -0 23 24.1
 TE2028
 TE2028                          SUPERSEDED SURVEY CONTROL
 TE2028
 TE2028  NAD 83(1986)-  48 02 53.24974(N)    099 31 28.01086(W) AD(       ) 4
 TE2028  NAD 27      -  48 02 53.21500(N)    099 31 26.52600(W) AD(       ) 3
 TE2028
 TE2028.Superseded values are not recommended for survey control.
 TE2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2028.See file dsdata.txt to determine how the superseded data were derived.
 TE2028
 TE2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6091521782(NAD 83)
 TE2028
 TE2028  HISTORY     - Date     Condition        Report By
 TE2028  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2028  HISTORY     - 1971     GOOD             NGS
 TE2028
 TE2028                          STATION DESCRIPTION
 TE2028
 TE2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2028'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF THE TOWN OF HARLOW
 TE2028'AND 1/2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 19 AND
 TE2028'30 AND TRIANGULATION STATION THIRTY.
 TE2028'
 TE2028'THE BUILDING IS OF WOODEN CONSTRUCTION, 77 FEET LONG, 33 FEET
 TE2028'WIDE AND PAINTED WHITE.  THE STEEPLE WITH A WEATHER VANE ATOP
 TE2028'IS 35 FEET HIGH.
 TE2028'
 TE2028'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TE2028'
 TE2028'TO REACH THE STATION FROM THE CROSSROADS AT THE NORTHWEST SIDE
 TE2028'OF THE TOWN OF HARLOW, GO SOUTH ON STATE HIGHWAY 30 FOR 7.1
 TE2028'MILES TO THE JUNCTION WITH STATE HIGHWAY 19.  CONTINUE SOUTH
 TE2028'ON STATE HIGHWAY 30 FOR 0.5 MILE TO THE STATION.
 TE2028
 TE2028                          STATION RECOVERY (1971)
 TE2028
 TE2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE2028'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TE2028'
 TE2028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0726 ***********************************************************************
 SO0726  DESIGNATION -  INDEPENDENCE
 SO0726  PID         -  SO0726
 SO0726  STATE/COUNTY-  ND/DUNN
 SO0726  USGS QUAD   -  SADDLE BUTTE (1970)
 SO0726
 SO0726                         *CURRENT SURVEY CONTROL
 SO0726  ___________________________________________________________________
 SO0726* NAD 83(1996)-  47 43 16.10391(N)    102 20 29.31600(W)     ADJUSTED  
 SO0726* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 SO0726  ___________________________________________________________________
 SO0726  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 SO0726  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 SO0726
 SO0726  HORZ ORDER  -  SECOND
 SO0726
 SO0726.The horizontal coordinates were established by classical geodetic methods
 SO0726.and adjusted by the National Geodetic Survey in January 1998..
 SO0726
 SO0726.The orthometric height was scaled from a topographic map.
 SO0726
 SO0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0726
 SO0726.The geoid height was determined by GEOID03.
 SO0726
 SO0726;                    North         East     Units Scale Factor Converg.
 SO0726;SPC ND S     -   230,002.848   461,845.158   MT  1.00005584   -1 20 35.3
 SO0726;SPC ND S     -   754,602.52  1,515,240.02   iFT  1.00005584   -1 20 35.3
 SO0726;SPC ND N     -    81,828.523   461,859.487   MT  0.99995587   -1 22 13.1
 SO0726;SPC ND N     -   268,466.28  1,515,287.03   iFT  0.99995587   -1 22 13.1
 SO0726;UTM  13      - 5,288,730.309   699,373.540   MT  1.00008849   +1 58 03.5
 SO0726
 SO0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0726!SPC ND S     -   0.99989289  x   1.00005584  =   0.99994873
 SO0726!SPC ND N     -   0.99989289  x   0.99995587  =   0.99984877
 SO0726!UTM  13      -   0.99989289  x   1.00008849  =   0.99998137
 SO0726
 SO0726:                Primary Azimuth Mark                     Grid Az
 SO0726:SPC ND S     -  SLIDE                                    054 43 57.3
 SO0726:SPC ND N     -  SLIDE                                    054 45 35.1
 SO0726:UTM  13      -  SLIDE                                    051 25 18.5
 SO0726
 SO0726|---------------------------------------------------------------------|
 SO0726| PID    Reference Object                     Distance      Geod. Az  |
 SO0726|                                                           dddmmss.s |
 SO0726| SO0716 SLIDE                               APPROX. 8.6 KM 0532322.0 |
 SO0726|---------------------------------------------------------------------|
 SO0726
 SO0726                          SUPERSEDED SURVEY CONTROL
 SO0726
 SO0726  NAD 83(1986)-  47 43 16.10146(N)    102 20 29.31314(W) AD(       ) 2
 SO0726  NAD 27      -  47 43 16.07370(N)    102 20 27.67100(W) AD(       ) 2
 SO0726
 SO0726.Superseded values are not recommended for survey control.
 SO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0726.See file dsdata.txt to determine how the superseded data were derived.
 SO0726
 SO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN9937488730(NAD 83)
 SO0726_MARKER: Z = SEE DESCRIPTION
 SO0726_SETTING: 0 = UNSPECIFIED SETTING
 SO0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0726
 SO0726  HISTORY     - Date     Condition        Report By
 SO0726  HISTORY     - 1889     MONUMENTED       MORC
 SO0726
 SO0726                          STATION DESCRIPTION
 SO0726
 SO0726'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0726'IS ON RIGHT BANK, ON MIDDLE ONE OF THREE CONE-SHAPED BUTTES,
 SO0726'AND ABOUT 4 MILES FROM RIVER AT INDEPENDENCE - AN INDIAN
 SO0726'VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1185 ***********************************************************************
 SM1185  DESIGNATION -  INDEPENDENT ELEV CO ELEVATOR
 SM1185  PID         -  SM1185
 SM1185  STATE/COUNTY-  ND/FOSTER
 SM1185  USGS QUAD   -  CARRINGTON EAST (1986)
 SM1185
 SM1185                         *CURRENT SURVEY CONTROL
 SM1185  ___________________________________________________________________
 SM1185* NAD 83(1996)-  47 25 38.27953(N)    099 03 14.48577(W)     ADJUSTED  
 SM1185* NAVD 88     -                                                        
 SM1185  ___________________________________________________________________
 SM1185  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 SM1185  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 SM1185
 SM1185  HORZ ORDER  -  THIRD
 SM1185
 SM1185.The horizontal coordinates were established by classical geodetic methods
 SM1185.and adjusted by the National Geodetic Survey in January 1998..
 SM1185
 SM1185
 SM1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1185
 SM1185.The geoid height was determined by GEOID03.
 SM1185
 SM1185;                    North         East     Units Scale Factor Converg.
 SM1185;SPC ND N     -    48,531.930   709,089.027   MT  1.00000119   +1 04 33.6
 SM1185;SPC ND N     -   159,225.49  2,326,407.57   iFT  1.00000119   +1 04 33.6
 SM1185;SPC ND S     -   196,717.082   709,087.990   MT  0.99998938   +1 03 16.8
 SM1185;SPC ND S     -   645,397.25  2,326,404.17   iFT  0.99998938   +1 03 16.8
 SM1185;UTM  14      - 5,252,651.589   495,925.667   MT  0.99960020   -0 02 23.2
 SM1185
 SM1185                          SUPERSEDED SURVEY CONTROL
 SM1185
 SM1185  NAD 83(1986)-  47 25 38.28136(N)    099 03 14.48316(W) AD(       ) 4
 SM1185  NAD 27      -  47 25 38.28300(N)    099 03 13.10700(W) AD(       ) 3
 SM1185
 SM1185.Superseded values are not recommended for survey control.
 SM1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1185.See file dsdata.txt to determine how the superseded data were derived.
 SM1185
 SM1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT9592652652(NAD 83)
 SM1185
 SM1185  HISTORY     - Date     Condition        Report By
 SM1185  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1185
 SM1185                          STATION DESCRIPTION
 SM1185
 SM1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1185'THIS INTERSECTION STATION IS LOCATED ABOUT 2 MILES S AND ABOUT
 SM1185'2-1/2 MILES E OF THE TOWN OF CARRINGTON ON THE W SIDE OF THE
 SM1185'NORTHERN PACIFIC RAILROAD, 60 FEET W OF THE W RAIL, 200 YARDS
 SM1185'S OF AN E-W GRAVEL ROAD AND 100 YARDS W OF A N-S GRAVEL ROAD.
 SM1185'IT IS THE HIGHER AND MORE NORTHERLY OF TWO ELEVATORS.  IT
 SM1185'IS OF WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 90 FEET HIGH.
 SM1185'IT WAS BUILT IN 1941.
 SM1185'
 SM1185'POINT LOCATED WAS THE CENTER OF TOP OF GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0837 ***********************************************************************
 QS0837  DESIGNATION -  INDIAN
 QS0837  PID         -  QS0837
 QS0837  STATE/COUNTY-  ND/SIOUX
 QS0837  USGS QUAD   -  WALKER (1972)
 QS0837
 QS0837                         *CURRENT SURVEY CONTROL
 QS0837  ___________________________________________________________________
 QS0837* NAD 83(1996)-  45 58 43.96482(N)    101 03 05.25396(W)     ADJUSTED  
 QS0837* NAVD 88     -       688.1    (meters)    2258.     (feet)  VERTCON   
 QS0837  ___________________________________________________________________
 QS0837  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 QS0837  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 QS0837
 QS0837  HORZ ORDER  -  FIRST
 QS0837
 QS0837.The horizontal coordinates were established by classical geodetic methods
 QS0837.and adjusted by the National Geodetic Survey in January 1998..
 QS0837
 QS0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0837
 QS0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0837
 QS0837.The geoid height was determined by GEOID03.
 QS0837
 QS0837;                    North         East     Units Scale Factor Converg.
 QS0837;SPC ND S     -    34,854.928   557,264.248   MT  1.00004646   -0 24 08.0
 QS0837;SPC ND S     -   114,353.44  1,828,294.78   iFT  1.00004646   -0 24 08.0
 QS0837;SPC SD N     -   238,963.640   518,516.046   MT  1.00007048   -0 44 39.0
 QS0837;SPC SD N     -   783,999.88  1,701,164.73   sFT  1.00007048   -0 44 39.0
 QS0837;UTM  14      - 5,093,746.930   341,091.433   MT  0.99991044   -1 28 31.7
 QS0837
 QS0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0837!SPC ND S     -   0.99989541  x   1.00004646  =   0.99994187
 QS0837!SPC SD N     -   0.99989541  x   1.00007048  =   0.99996588
 QS0837!UTM  14      -   0.99989541  x   0.99991044  =   0.99980586
 QS0837
 QS0837:                Primary Azimuth Mark                     Grid Az
 QS0837:SPC ND S     -  SELFRIDGE ST PHILAMENA CATH CH           055 01 50.5
 QS0837:SPC SD N     -  SELFRIDGE ST PHILAMENA CATH CH           055 22 21.5
 QS0837:UTM  14      -  SELFRIDGE ST PHILAMENA CATH CH           056 06 14.2
 QS0837
 QS0837|---------------------------------------------------------------------|
 QS0837| PID    Reference Object                     Distance      Geod. Az  |
 QS0837|                                                           dddmmss.s |
 QS0837| RR0830 SELFRIDGE ST PHILAMENA CATH CH      APPROX.12.5 KM 0543742.5 |
 QS0837| CQ7892 INDIAN RM 1                          13.457 METERS 06444     |
 QS0837| CQ7891 INDIAN AZ MK                                       1321305.4 |
 QS0837| CQ7893 INDIAN RM 2                          13.268 METERS 19145     |
 QS0837|---------------------------------------------------------------------|
 QS0837
 QS0837                          SUPERSEDED SURVEY CONTROL
 QS0837
 QS0837  NAD 83(1986)-  45 58 43.95629(N)    101 03 05.24936(W) AD(       ) 1
 QS0837  NAD 27      -  45 58 43.94900(N)    101 03 03.78200(W) AD(       ) 1
 QS0837  NGVD 29 (07/19/86)  687.6    (m)         2256.     (f) VERT ANG       
 QS0837
 QS0837.Superseded values are not recommended for survey control.
 QS0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0837.See file dsdata.txt to determine how the superseded data were derived.
 QS0837
 QS0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR4109193747(NAD 83)
 QS0837_MARKER: DS = TRIANGULATION STATION DISK
 QS0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0837
 QS0837  HISTORY     - Date     Condition        Report By
 QS0837  HISTORY     - 1934     MONUMENTED       CGS
 QS0837  HISTORY     - 1952     GOOD             CGS
 QS0837  HISTORY     - 1957     GOOD             CGS
 QS0837
 QS0837                          STATION DESCRIPTION
 QS0837
 QS0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0837'STATION IS LOCATED ABOUT 7-1/2 MILES SSW OF SELFRIDGE, 5
 QS0837'MILES N BY E OF WALKER IN SE 1/4 OF SEC. 22, T 129 N, R 83 W,
 QS0837'ON A PROMINENT HILL IN THE MIDDLE OF PASTURE LAND.
 QS0837'
 QS0837'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0837'BRONZE DISKS SET IN CONCRETE.
 QS0837'
 QS0837'REFERENCE MARK NO. 1 IS 13.458 METERS (44.15 FEET) NE OF
 QS0837'STATION SET AT EDGE OF SLOPE.
 QS0837'
 QS0837'REFERENCE MARK NO.2 IS 13.268 METERS (43.53 FEET) SSW OF
 QS0837'STATION SET ON BACKBONE OF HILL.
 QS0837'
 QS0837'AZIMUTH MARK IS ABOUT 0.45 MILE SE OF STATION.  REACHED BY
 QS0837'GOING W 0.1 MILE, THENCE S 0.25 MILE, THENCE E 0.4 MILE TO
 QS0837'MARK, WHICH IS 35 FEET N OF CENTER LINE OF PRAIRIE ROAD.
 QS0837'
 QS0837'STATION IS REACHED FROM SELFRIDGE POST OFFICE BY GOING W ON
 QS0837'MAIN STREET 0.2 MILE THENCE N 0.25 MILE TO MAIN ROAD W.
 QS0837'GO W 7.5 MILES TO GRADED CROSSROADS AT GEORGE WALKERS MAIL
 QS0837'BOX, TURN S AND GO 3.25 MILE TO SCHOOLHOUSE ON E SIDE OF ROAD,
 QS0837'CONTINUE S 1.3 MILES TO HOUSE WITH RED WINDMILL (END OF GRADED
 QS0837'ROAD), TURN E AND GO 1.0 MILE FOLLOWING WELL TRAVELED PRAIRIE
 QS0837'ROAD, THENCE SE BY E 0.55 MILE TO MAIL BOX, THERE TURN N
 QS0837'FOR 0.25 MILE, THENCE E 0.1 MILE TO TOP OF HILL AND STATION.
 QS0837
 QS0837                          STATION RECOVERY (1952)
 QS0837
 QS0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0837'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN
 QS0837'GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 QS0837'
 QS0837'THE STATION IS IN SECTION 22, T 129 N, R 83 W, ON THE TOP
 QS0837'OF A PROMINENT HILL, ABOUT 7-1/2 MILES SOUTH-SOUTHWEST OF SELFRIDGE,
 QS0837'5 MILES NORTH-NORTHEAST OF WALKER, AND 5.5 FEET SOUTH OF A
 QS0837'WHITE 4 IN X 4 IN WITNESS POST.
 QS0837'
 QS0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 QS0837'AND STATE HIGHWAY 63 AT THE NORTH EDGE OF TOWN OF MC LAUGHLIN,
 QS0837'SOUTH DAKOTA, GO NORTHWESTERLY ON U.S. HIGHWAY 12 FOR 9.45
 QS0837'MILES TO A CROSS ROAD, TURN RIGHT (NORTH) AND FOLLOW THE MAIN
 QS0837'GRADED DIRT ROAD FOR 5.15 MILES TO WHERE THE MAIN ROAD JOG
 QS0837'TO THE LEFT, JOG LEFT FOR 0.2 MILE, THENCE RIGHT WITH THE
 QS0837'MAIN ROAD AND GO NORTH FOR 2.15 MILES TO A SIDE ROAD ON THE
 QS0837'LEFT, TURN LEFT (WEST) AND GO FOR 3.3 MILES TO A TRACK ROAD
 QS0837'ON THE RIGHT.  THE AZIMUTH MARK IS 0.2 MILE NORTH OF THIS
 QS0837'POINT AS DESCRIBED BELOW.  GO NORTHWESTERLY ON THE TRACK
 QS0837'ROAD FOR 0.3 MILE, THENCE DUE NORTH ACROSS PASTURE LAND FOR
 QS0837'0.35 MILE TO THE TOP OF A LOW HILL AND THE STATION AS
 QS0837'DESCRIBED.
 QS0837'
 QS0837'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QS0837'INDIAN 1934.
 QS0837'
 QS0837'REFERENCE MARK 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QS0837'INDIAN NO 1 1934.
 QS0837'
 QS0837'REFERENCE MARK 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QS0837'INDIAN NO 2 1934.
 QS0837'
 QS0837'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH OF A GRADED
 QS0837'DIRT ROAD, 0.15 MILE SOUTHWEST OF AN ABANDONED SCHOOL HOUSE,
 QS0837'35 FEET NORTH OF A DIM TRACK ROAD AND 1 FOOT NORTHWEST OF A
 QS0837'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS A STANDARD
 QS0837'REFERENCE MARK DISK SET IN THE TOP OF AN 8-INCH CONCRETE POST.
 QS0837'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED INDIAN AZI
 QS0837'1934.
 QS0837'
 QS0837'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 1 METER.
 QS0837
 QS0837                          STATION RECOVERY (1957)
 QS0837
 QS0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 QS0837'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 QS0837'IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION FOR THIS STATION
 QS0837'WAS NOT AVAILABLE SO THE AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0770 ***********************************************************************
 SO0770  DESIGNATION -  INDIAN CREEK
 SO0770  PID         -  SO0770
 SO0770  STATE/COUNTY-  ND/DUNN
 SO0770  USGS QUAD   -  SANISH SE (1967)
 SO0770
 SO0770                         *CURRENT SURVEY CONTROL
 SO0770  ___________________________________________________________________
 SO0770* NAD 83(1996)-  47 45 36.14086(N)    102 33 33.99101(W)     ADJUSTED  
 SO0770* NAVD 88     -       676.     (meters)    2218.     (feet)  SCALED    
 SO0770  ___________________________________________________________________
 SO0770  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 SO0770  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 SO0770
 SO0770  HORZ ORDER  -  SECOND
 SO0770
 SO0770.The horizontal coordinates were established by classical geodetic methods
 SO0770.and adjusted by the National Geodetic Survey in January 1998..
 SO0770
 SO0770.The orthometric height was scaled from a topographic map.
 SO0770
 SO0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0770
 SO0770.The geoid height was determined by GEOID03.
 SO0770
 SO0770;                    North         East     Units Scale Factor Converg.
 SO0770;SPC ND S     -   234,732.663   445,609.474   MT  1.00006664   -1 30 07.6
 SO0770;SPC ND S     -   770,120.29  1,461,973.34   iFT  1.00006664   -1 30 07.6
 SO0770;SPC ND N     -    86,565.982   445,627.923   MT  0.99995182   -1 31 57.0
 SO0770;SPC ND N     -   284,009.13  1,462,033.87   iFT  0.99995182   -1 31 57.0
 SO0770;UTM  13      - 5,292,514.731   682,892.039   MT  1.00001105   +1 48 26.4
 SO0770
 SO0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0770!SPC ND S     -   0.99989678  x   1.00006664  =   0.99996341
 SO0770!SPC ND N     -   0.99989678  x   0.99995182  =   0.99984861
 SO0770!UTM  13      -   0.99989678  x   1.00001105  =   0.99990783
 SO0770
 SO0770:                Primary Azimuth Mark                     Grid Az
 SO0770:SPC ND S     -  MANEURY                                  107 23 05.5
 SO0770:SPC ND N     -  MANEURY                                  107 24 54.9
 SO0770:UTM  13      -  MANEURY                                  104 04 31.5
 SO0770
 SO0770|---------------------------------------------------------------------|
 SO0770| PID    Reference Object                     Distance      Geod. Az  |
 SO0770|                                                           dddmmss.s |
 SO0770| SO0729 MANEURY                             APPROX. 5.6 KM 1055257.9 |
 SO0770|---------------------------------------------------------------------|
 SO0770
 SO0770                          SUPERSEDED SURVEY CONTROL
 SO0770
 SO0770  NAD 83(1986)-  47 45 36.13907(N)    102 33 33.99044(W) AD(       ) 2
 SO0770  NAD 27      -  47 45 36.09800(N)    102 33 32.30700(W) AD(       ) 2
 SO0770
 SO0770.Superseded values are not recommended for survey control.
 SO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0770.See file dsdata.txt to determine how the superseded data were derived.
 SO0770
 SO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN8289292515(NAD 83)
 SO0770_MARKER: Z = SEE DESCRIPTION
 SO0770_SETTING: 0 = UNSPECIFIED SETTING
 SO0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0770
 SO0770  HISTORY     - Date     Condition        Report By
 SO0770  HISTORY     - 1889     MONUMENTED       MORC
 SO0770
 SO0770                          STATION DESCRIPTION
 SO0770
 SO0770'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0770'IS ON RIGHT BANK, ABOUT 2 MILES BACK FROM RIVER ON A SMALL
 SO0770'TABLELAND, JUST BEYOND A VERY NARROW PLACE IN RIDGE.  ABOUT
 SO0770'3 MILES BELOW INDIAN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1203 ***********************************************************************
 TD1203  DESIGNATION -  INKSTER
 TD1203  PID         -  TD1203
 TD1203  STATE/COUNTY-  ND/GRAND FORKS
 TD1203  USGS QUAD   -  INKSTER (1963)
 TD1203
 TD1203                         *CURRENT SURVEY CONTROL
 TD1203  ___________________________________________________________________
 TD1203* NAD 83(1996)-  48 09 20.03055(N)    097 43 29.79227(W)     ADJUSTED  
 TD1203* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 TD1203  ___________________________________________________________________
 TD1203  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 TD1203  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 TD1203
 TD1203  HORZ ORDER  -  FIRST
 TD1203
 TD1203.The horizontal coordinates were established by classical geodetic methods
 TD1203.and adjusted by the National Geodetic Survey in January 1998..
 TD1203
 TD1203.The orthometric height was scaled from a topographic map.
 TD1203
 TD1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1203
 TD1203.The geoid height was determined by GEOID03.
 TD1203
 TD1203;                    North         East     Units Scale Factor Converg.
 TD1203;SPC ND N     -   132,196.958   806,408.526   MT  0.99993660   +2 03 54.0
 TD1203;SPC ND N     -   433,717.05  2,645,697.26   iFT  0.99993660   +2 03 54.0
 TD1203;UTM  14      - 5,334,376.848   594,826.422   MT  0.99971049   +0 56 59.8
 TD1203
 TD1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1203!SPC ND N     -   0.99994553  x   0.99993660  =   0.99988213
 TD1203!UTM  14      -   0.99994553  x   0.99971049  =   0.99965604
 TD1203
 TD1203|---------------------------------------------------------------------|
 TD1203| PID    Reference Object                     Distance      Geod. Az  |
 TD1203|                                                           dddmmss.s |
 TD1203| AJ5324 INKSTER RM 1                         15.419 METERS 00135     |
 TD1203| AJ5325 INKSTER RM 2                         11.691 METERS 08923     |
 TD1203| AJ5323 INKSTER AZ MK                                      1780229.7 |
 TD1203| TD1211 DAHLEN TV STA WDAZ                  APPROX.20.1 KM 2643751.2 |
 TD1203| TD1217 PARK RIVER ATT MICROWAVE            APPROX.18.0 KM 3451739.5 |
 TD1203|---------------------------------------------------------------------|
 TD1203
 TD1203                          SUPERSEDED SURVEY CONTROL
 TD1203
 TD1203  NAD 83(1986)-  48 09 20.02845(N)    097 43 29.79094(W) AD(       ) 1
 TD1203  NAD 27      -  48 09 20.05554(N)    097 43 28.47386(W) AD(       ) 1
 TD1203
 TD1203.Superseded values are not recommended for survey control.
 TD1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1203.See file dsdata.txt to determine how the superseded data were derived.
 TD1203
 TD1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU9482634377(NAD 83)
 TD1203_MARKER: DS = TRIANGULATION STATION DISK
 TD1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1203_STAMPING: INKSTER 1967
 TD1203_MARK LOGO: CGS   
 TD1203_PROJECTION: FLUSH
 TD1203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1203+STABILITY: SURFACE MOTION
 TD1203
 TD1203  HISTORY     - Date     Condition        Report By
 TD1203  HISTORY     - 1967     MONUMENTED       CGS
 TD1203  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 TD1203  HISTORY     - 19840508 GOOD             NGS
 TD1203
 TD1203                          STATION DESCRIPTION
 TD1203
 TD1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1203'THE STATION IS ABOUT 9 MILES EAST OF DAHLEN, 5 MILES SOUTHEAST
 TD1203'OF FORDVILLE AND 3-3/4 MILES WEST OF INKSTER, ON THE HIGHEST
 TD1203'POINT OF A SMALL KNOLL, IN PASTURE LAND AND ON PROPERTY OWNED
 TD1203'BY EARL MATTESON.
 TD1203'
 TD1203'TO REACH THE STATION FROM THE POST OFFICE IN INKSTER, GO WEST
 TD1203'ONE BLOCK, THEN SOUTH ONE BLOCK TO THE JUNCTION WITH COUNTY
 TD1203'ROAD 1.  TURN RIGHT AND GO WEST ON COUNTY ROAD 1 FOR 3.6 MILES TO
 TD1203'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE COUNTY ROAD
 TD1203'FOR 0.3 MILE TO A CROSSROAD AND A GATE IN THE NORTHEAST ANGLE
 TD1203'OF THE ROADS.  TURN SHARP RIGHT, PASSING THROUGH GATE AND
 TD1203'GO EAST ALONG THE NORTH SIDE OF A FENCE FOR 0.25 MILE, HERE
 TD1203'TURN LEFT AND GO NORTH AND NORTHWEST, CROSS COUNTRY FOR 0.3
 TD1203'MILE TO AN EAST-WEST FENCE AND THE STATION.
 TD1203'
 TD1203'STATION MARK IS A STANDARD DISK, STAMPED INKSTER 1967, SET
 TD1203'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1203'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 3.3 FEET NORTH
 TD1203'OF A FENCE AND 3 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND
 TD1203'MARK IS 50 INCHES BELOW THE GROUND SURFACE.
 TD1203'
 TD1203'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INKSTER NO 1 1967,
 TD1203'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS
 TD1203'8 INCHES ABOVE THE GROUND.  IT IS 53.6 FEET NORTH OF THE
 TD1203'FENCE, 53.3 FEET NORTH OF THE WITNESS POST AND ABOUT THE
 TD1203'SAME ELEVATION AS THE STATION.
 TD1203'
 TD1203'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INKSTER NO 2 1967,
 TD1203'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS
 TD1203'2 INCHES ABOVE THE GROUND.  IT IS 37.8 FEET EAST OF THE
 TD1203'WITNESS POST, 3.8 FEET NORTH OF THE FENCE AND ABOUT THE
 TD1203'SAME ELEVATION AS THE STATION.
 TD1203'
 TD1203'AZIMUTH MARK IS A STANDARD DISK, STAMPED INKSTER 1967, SET
 TD1203'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1203'THAT PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 64.0 FEET
 TD1203'NORTH OF THE CENTERLINE OF COUNTY ROAD 1, 4.5 FEET NORTH OF
 TD1203'A TELEPHONE LINE POLE, 3.4 FEET WEST OF A WITNESS POST AND
 TD1203'1.0 FEET NORTH OF A FENCE.
 TD1203
 TD1203                          STATION RECOVERY (1983)
 TD1203
 TD1203'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (ED)
 TD1203'AZIMUTH MARK (INKSTER 1967) NO REFERENCE MARKS FOUND AS DESCRIBED.
 TD1203'CONCRETE POST HAS BEEN MOVED AND IS LAYING IN NORTH ALONG ROAD.  WE
 TD1203'DID NOT CHECK STATION INSTER ITSELF.
 TD1203'
 TD1203'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.75 MILES WEST OF
 TD1203'INKSTER, NORTH DAKOTA.
 TD1203
 TD1203                          STATION RECOVERY (1984)
 TD1203
 TD1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TD1203'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TD1203'THE AZIMUTH MARK WAS RECOVERED DESTROYED AND AZIMUTH MARK 2 WAS
 TD1203'ESTABLISHED THIS DATE.  DISTANCES AND DIRECTIONS TO THE REFERENCE
 TD1203'MARKS AGREED FAVORABLY WITH THE 1967 DATA.  NEW DESCRIPTIVE TEXT
 TD1203'FOLLOWS.
 TD1203' 
 TD1203'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) EAST OF PAHLEN, 6.0 KM
 TD1203'(3.70 MI) WEST OF INKSTER, ON A KNOLL IN PASTURE LAND ON THE MATTESON
 TD1203'PROPERTY.  TO REACH THE STATION FROM THE POST OFFICE IN INKSTER, GO
 TD1203'WEST, 1 BLOCK AND SOUTH 1 BLOCK TO COUNTY ROAD 1. TURN RIGHT AND GO
 TD1203'WEST ON COUNTY ROAD 1 FOR 6.3 KM (3.90 MI) TO MR. MATTESONS HOUSE ON
 TD1203'THE LEFT AND A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO EAST,
 TD1203'FOLLOWING ALONG THE NORTH SIDE OF FENCE FOR 0.5 KM (0.30 MI) TO THE
 TD1203'AZIMUTH MARK ON THE LEFT.  TURN LEFT AND GO NORTH ACROSS PASTURE FOR
 TD1203'0.4 KM (0.25 MI) TO THE STATION.
 TD1203' 
 TD1203'THE STATION IS A STANDARD CGS DISK STAMPED--INKSTER 1967--, SET INTO
 TD1203'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 TD1203'FLUSH WITH GROUND.  LOCATED 1.1 METER (3.6 FT) NORTH FROM A FENCE AND
 TD1203'0.9 METER (3.0 FT) NORTH FROM A WITNESS POST.
 TD1203' 
 TD1203'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--INKSTER NO 1
 TD1203'1967--, SET INTO A PARTIALLY EXPOSED BOULDER OF 2 FEET (0.6 MT)
 TD1203'LARGEST DIMENSION.  LOCATED 16.3 METERS (53.5 FT) NORTH FROM THE FENCE
 TD1203'AND 16.2 METERS (53.1 FT) NORTH FROM A WITNESS POST.
 TD1203' 
 TD1203'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--INKSTER NO 2
 TD1203'1967--,  SET INTO A PARTIALLY EXPOSED BOULDER OF 2 FEET (0.6 MT).
 TD1203'LOCATED 11.5 METERS (37.7 FT) EAST FROM A WITNESS POST AND 1.2 METER
 TD1203'(3.9 FT) NORTH FROM A FENCE.
 TD1203' 
 TD1203'AZIMUTH NO 2 IS A STANDARD NGS AZIMUTH DISK STAMPED--INKSTER 1967 NO 2
 TD1203'1984--,  SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER OF 0.8 M
 TD1203'(2.6 FT).  IT IS ABOUT 30.5 M (100 FT) WEST FROM THE HIGHEST PART OF A
 TD1203'RIDGE AND 25.3 M (83 FT) NORTH FROM A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2024 ***********************************************************************
 TE2024  DESIGNATION -  IOWA
 TE2024  PID         -  TE2024
 TE2024  STATE/COUNTY-  ND/BENSON
 TE2024  USGS QUAD   -  KNOX (1980)
 TE2024
 TE2024                         *CURRENT SURVEY CONTROL
 TE2024  ___________________________________________________________________
 TE2024* NAD 83(1996)-  48 16 44.75618(N)    099 44 32.92751(W)     ADJUSTED  
 TE2024* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 TE2024  ___________________________________________________________________
 TE2024  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 TE2024  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 TE2024
 TE2024  HORZ ORDER  -  FIRST
 TE2024
 TE2024.The horizontal coordinates were established by classical geodetic methods
 TE2024.and adjusted by the National Geodetic Survey in January 1998..
 TE2024
 TE2024.The orthometric height was scaled from a topographic map.
 TE2024
 TE2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2024
 TE2024.The geoid height was determined by GEOID03.
 TE2024
 TE2024;                    North         East     Units Scale Factor Converg.
 TE2024;SPC ND N     -   142,489.067   656,220.433   MT  0.99994159   +0 33 49.3
 TE2024;SPC ND N     -   467,483.82  2,152,954.18   iFT  0.99994159   +0 33 49.3
 TE2024;UTM  14      - 5,347,588.082   444,913.912   MT  0.99963728   -0 33 15.1
 TE2024
 TE2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2024!SPC ND N     -   0.99992085  x   0.99994159  =   0.99986245
 TE2024!UTM  14      -   0.99992085  x   0.99963728  =   0.99955816
 TE2024
 TE2024:                Primary Azimuth Mark                     Grid Az
 TE2024:SPC ND N     -  IOWA AZ MK 2                             020 04 07.0
 TE2024:UTM  14      -  IOWA AZ MK 2                             021 11 11.4
 TE2024
 TE2024|---------------------------------------------------------------------|
 TE2024| PID    Reference Object                     Distance      Geod. Az  |
 TE2024|                                                           dddmmss.s |
 TE2024| CO7012 IOWA AZ MK 2                                       0203756.3 |
 TE2024| CO7011 IOWA AZ MK                                         0223614.5 |
 TE2024| TE2023 KNOX PUBLIC SCHOOL BELFRY FLAG      APPROX. 8.3 KM 0272955.0 |
 TE2024| CO7013 IOWA RM 1                            10.006 METERS 04012     |
 TE2024| TE2040 LUTHERAN CHURCH SPIRE               APPROX.19.4 KM 1793325.9 |
 TE2024| CO7014 IOWA RM 2                             8.326 METERS 30007     |
 TE2024|---------------------------------------------------------------------|
 TE2024
 TE2024                          SUPERSEDED SURVEY CONTROL
 TE2024
 TE2024  NAD 83(1986)-  48 16 44.75915(N)    099 44 32.92516(W) AD(       ) 1
 TE2024  NAD 27      -  48 16 44.76300(N)    099 44 31.45300(W) AD(       ) 1
 TE2024
 TE2024.Superseded values are not recommended for survey control.
 TE2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2024.See file dsdata.txt to determine how the superseded data were derived.
 TE2024
 TE2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4491447588(NAD 83)
 TE2024_MARKER: DS = TRIANGULATION STATION DISK
 TE2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2024
 TE2024  HISTORY     - Date     Condition        Report By
 TE2024  HISTORY     - 1946     MONUMENTED       CGS
 TE2024  HISTORY     - 1968     GOOD             USGS
 TE2024  HISTORY     - 1970     GOOD             NGS
 TE2024
 TE2024                          STATION DESCRIPTION
 TE2024
 TE2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2024'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF RUGBY
 TE2024'AND 5-3/4 MILES SOUTH-SOUTHWEST OF KNOX.  IT IS 0.25 MILE
 TE2024'SOUTH AND 0.1 MILE WEST OF THE NORTHWEST CORNER OF SECTION 2,
 TE2024'T155N, R71W ON THE HIGHEST HILL IN THE VICINITY AND AT AN
 TE2024'ELEVATION OF 1729 FEET.  IT IS 6 FEET EAST-NORTHEAST OF A
 TE2024'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 TE2024'STAMPED IOWA 1946.
 TE2024'
 TE2024'REFERENCE MARK NO. 1 IS 32.96 FEET NORTHEAST OF THE STATION.
 TE2024'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED IOWA
 TE2024'NO 1 1946.
 TE2024'
 TE2024'REFERENCE MARK NO. 2 IS 27.54 FEET WEST-NORTHWEST OF THE STATION.
 TE2024'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED IOWA
 TE2024'NO 2 1946.
 TE2024'
 TE2024'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH-NORTHEAST OF
 TE2024'THE STATION, 135 FEET SOUTH-SOUTHWEST OF THE TRACK CROSSROADS
 TE2024'AT THE SECTION CORNER, 45 FEET WEST OF THE NORTH-SOUTH TRACK
 TE2024'ROAD AND 1.9 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS
 TE2024'ABOUT 5 INCHES AND THE DISK IS STAMPED IOWA 1946.
 TE2024'
 TE2024'TO REACH THE STATION FROM THE STANDARD OIL COMPANY STATION ON
 TE2024'U.S. HIGHWAY NO. 2 IN KNOX, GO WEST ON HIGHWAY FOR 2.35 MILES
 TE2024'TO A DIRT CROSSROAD.  HERE TURN LEFT AND GO SOUTH FOR 4.0
 TE2024'MILES ON THE PARTIALLY GRADED ROAD TO A SECTION CORNER ROAD
 TE2024'INTERSECTION.  CONTINUE SOUTH 0.05 MILE TO THE AZIMUTH MARK
 TE2024'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR 0.15 MILE TO
 TE2024'A GATE IN THE FENCE ON THE RIGHT.  PASS THROUGH THE GATE AND
 TE2024'GO 0.15 MILE SOUTHWEST TO THE HIGHEST POINT AND THE STATION AS
 TE2024'DESCRIBED.
 TE2024'
 TE2024'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TE2024
 TE2024                          STATION RECOVERY (1968)
 TE2024
 TE2024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2024'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 TE2024'AS DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND.
 TE2024'
 TE2024'THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED OUT 0.12 FT.
 TE2024'
 TE2024'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED OUT 0.23 FT.
 TE2024'
 TE2024'THE DIRECTION TO REFERENCE MARK NO. 1 CHECKED OUT -26.21 IN
 TE2024'AZIMUTH.  THE DIRECTION TO REFERENCE MARK NO. 2 CHECKED OUT
 TE2024'+53.65 IN AZIMUTH.
 TE2024'
 TE2024'THE OLD DESCRIPTION IS ADEQUATE.
 TE2024'
 TE2024'STANDARD BRACED TRIPOD USED.
 TE2024
 TE2024                          STATION RECOVERY (1970)
 TE2024
 TE2024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 TE2024'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 TE2024'MARK WERE RECOVERED IN GOOD CONDITION.  UPON REQUEST OF THE
 TE2024'PROPERTY OWNER A NEW AZIMUTH MARK WAS SET AT A LOCATION LESS
 TE2024'VULNERABLE TO BEING HIT BY HIS FARM MACHINERY.  THE DISK WAS
 TE2024'REMOVED FROM THE 1946 AZIMUTH MARK.
 TE2024'
 TE2024'A NEW DESCRIPTION FOLLOWS--
 TE2024'
 TE2024'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF RUGBY,
 TE2024'AND 5-3/4 MILES SOUTH-SOUTHWEST OF KNOX.  IT IS 0.25 MILE SOUTH
 TE2024'AND 0.1 MILE WEST OF THE NORTHWEST CORNER OF SEC. 2, T 155 N,
 TE2024'R 71 W, ON A HIGH OUTSTANDING HILL, AT AN ELEVATION OF 1729
 TE2024'FEET, ON PROPERTY OWNED BY MR. EDWARD PETERSON.
 TE2024'
 TE2024'THE STATION MARK IS A STANDARD DISK STAMPED IOWA 1946, SET IN
 TE2024'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS AT
 TE2024'THE HIGHEST POINT OF THE HILL, 6 FEET NORTH OF A ROCK CAIRN,
 TE2024'AND 6 FEET NORTHEAST OF A WOODEN WITNESS POST.
 TE2024'
 TE2024'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED IOWA NO 1 1946,
 TE2024'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 TE2024'IT IS 36 FEET NORTHEAST OF THE CAIRN, AND ABOUT 3 FEET LOWER THEN
 TE2024'THE STATION.
 TE2024'
 TE2024'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED IOWA NO 2 1946,
 TE2024'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 TE2024'30 FEET NORTHWEST OF THE CAIRN, AND ABOUT 3-1/2 FEET LOWER THEN
 TE2024'THE STATION.
 TE2024'
 TE2024'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IOWA 1946 1970,
 TE2024'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 TE2024'IS IN A HOLLOW AT A FIELD ENTRANCE, 180 FEET EAST OF A PUMP
 TE2024'AND WATER TANK, 37 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 TE2024'17 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE, 5 FEET
 TE2024'NORTHEAST OF A FENCE CORNER, AND 1.5 FEET SOUTH OF A METAL
 TE2024'WITNESS POST.
 TE2024'
 TE2024'TO REACH THE STATION FROM THE STANDARD OIL SERVICE STATION ON
 TE2024'U.S. HIGHWAY 2 IN KNOX, GO WEST ON HIGHWAY 2 FOR 2.2 MILES TO
 TE2024'A CROSSROAD, TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 4.0
 TE2024'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT
 TE2024'AHEAD ON TRACK ROAD FOR 0.1 MILE TO A SECTION LINE ROAD TO THE
 TE2024'RIGHT, TURN RIGHT THRU A GAP INTO THE PASTURE ON THE SOUTH
 TE2024'SIDE OF THE SECTION LINE ROAD AND PICK WAY SOUTHWEST FOR 0.3
 TE2024'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 TE2024'
 TE2024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-3/4 MILES
 TE2024'SSW OF KNOX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2141 ***********************************************************************
 TF2141  DESIGNATION -  IRWIN
 TF2141  PID         -  TF2141
 TF2141  STATE/COUNTY-  ND/WARD
 TF2141  USGS QUAD   -  SAWYER SW (1950)
 TF2141
 TF2141                         *CURRENT SURVEY CONTROL
 TF2141  ___________________________________________________________________
 TF2141* NAD 83(1996)-  48 01 46.36675(N)    101 12 25.51113(W)     ADJUSTED  
 TF2141* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 TF2141  ___________________________________________________________________
 TF2141  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 TF2141  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TF2141
 TF2141  HORZ ORDER  -  FIRST
 TF2141
 TF2141.The horizontal coordinates were established by classical geodetic methods
 TF2141.and adjusted by the National Geodetic Survey in January 1998..
 TF2141
 TF2141.The orthometric height was scaled from a topographic map.
 TF2141
 TF2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2141
 TF2141.The geoid height was determined by GEOID03.
 TF2141
 TF2141;                    North         East     Units Scale Factor Converg.
 TF2141;SPC ND N     -   114,707.791   547,267.663   MT  0.99993630   -0 31 34.2
 TF2141;SPC ND N     -   376,337.90  1,795,497.58   iFT  0.99993630   -0 31 34.2
 TF2141;UTM  14      - 5,321,940.950   335,459.558   MT  0.99993268   -1 38 28.7
 TF2141
 TF2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2141!SPC ND N     -   0.99991192  x   0.99993630  =   0.99984822
 TF2141!UTM  14      -   0.99991192  x   0.99993268  =   0.99984460
 TF2141
 TF2141:                Primary Azimuth Mark                     Grid Az
 TF2141:SPC ND N     -  VELVA VERENDRYE ELEC RAD MAST            083 33 25.9
 TF2141:UTM  14      -  VELVA VERENDRYE ELEC RAD MAST            084 40 20.4
 TF2141
 TF2141|---------------------------------------------------------------------|
 TF2141| PID    Reference Object                     Distance      Geod. Az  |
 TF2141|                                                           dddmmss.s |
 TF2141| TF2066 VELVA VERENDRYE ELEC RAD MAST       APPROX.20.6 KM 0830151.7 |
 TF2141| SN1619 NW BELL TELEPHONE MICROWAVE         APPROX.15.4 KM 1405433.4 |
 TF2141| CQ7903 IRWIN AZ MK 2                                      1951522.1 |
 TF2141| CQ7906 IRWIN RM 3                           36.875 METERS 19945     |
 TF2141| CQ7902 IRWIN AZ MK                                        2135912.1 |
 TF2141| CQ7905 IRWIN RM 2                           39.469 METERS 27005     |
 TF2141| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX.10.4 KM 2824547.0 |
 TF2141| TF2162 SARON LUTHERAN CHURCH SPIRE         APPROX.11.0 KM 3110711.6 |
 TF2141| TF2152 MINOT MUNICIPAL TANK                APPROX.22.7 KM 3443911.9 |
 TF2141| CQ7904 IRWIN RM 1                           30.962 METERS 35644     |
 TF2141|---------------------------------------------------------------------|
 TF2141
 TF2141                          SUPERSEDED SURVEY CONTROL
 TF2141
 TF2141  NAD 83(1986)-  48 01 46.36724(N)    101 12 25.50871(W) AD(       ) 1
 TF2141  NAD 27      -  48 01 46.33210(N)    101 12 23.93320(W) AD(       ) 1
 TF2141
 TF2141.Superseded values are not recommended for survey control.
 TF2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2141.See file dsdata.txt to determine how the superseded data were derived.
 TF2141
 TF2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3546021941(NAD 83)
 TF2141_MARKER: DS = TRIANGULATION STATION DISK
 TF2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2141
 TF2141  HISTORY     - Date     Condition        Report By
 TF2141  HISTORY     - 1934     MONUMENTED       CGS
 TF2141  HISTORY     - 1960     GOOD             CGS
 TF2141  HISTORY     - 1962     GOOD             CGS
 TF2141
 TF2141                          STATION DESCRIPTION
 TF2141
 TF2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF2141'STATION IS LOCATED ABOUT 14 MILES S OF MINOT, IN SW 1/4 SEC. 34,
 TF2141'T 153 N, R 82 W, ON LAND OWNED BY CARL IRWIN.  THE MARK IS
 TF2141'45.6 FEET NNW OF THE NE CORNER OF IRWINS HOUSE, 43.2 FEET
 TF2141'NNE OF THE NW CORNER OF IRWINS HOUSE, 130.1 FEET NNE OF CENTER
 TF2141'OF IRWINS WINDMILL, AND PROJECTS 4 INCHES.
 TF2141'
 TF2141'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 TF2141'BRONZE DISKS SET IN CONCRETE.
 TF2141'
 TF2141'REFERENCE MARK NO. 1 IS N OF THE STATION AND PROJECTS 12 INCHES.
 TF2141'REFERENCE MARK NO. 2 IS W OF THE STATION AND PROJECTS 4 INCHES.
 TF2141'
 TF2141'AZIMUTH MARK IS SW OF THE STATION ON THE N SIDE OF AN E-W
 TF2141'SECTION-LINE ROAD AND PROJECTS 3 INCHES.  IT IS 0.7 MILE
 TF2141'(BY ROAD) FROM THE STATION.
 TF2141'
 TF2141'TO REACH THE STATION FROM THE POST OFFICE IN MINOT, GO W ONE
 TF2141'BLOCK TO U.S. HIGHWAY 83.  THEN TURN LEFT, S, AND GO 12.5
 TF2141'MILES TO THE JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 53.
 TF2141'CONTINUE S FROM THIS POINT ON U.S. HIGHWAY 83 AND GO 2.0 MILES.
 TF2141'HERE TURN LEFT, E, AND GO 4.0 MILES ON E-W SECTION-LINE ROAD
 TF2141'TO A CROSSROADS.  (AZIMUTH MARK IS 0.2 MILE W OF THIS POINT.)
 TF2141'HERE TURN LEFT, N, AND GO 0.4 MILE TO A GATE ON THE RIGHT SIDE
 TF2141'OF THE ROAD.  TURN RIGHT, E, THROUGH GATE AND GO 0.1 MILE TO
 TF2141'CARL IRWINS HOUSE AND STATION.
 TF2141'
 TF2141'A 15-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 TF2141
 TF2141                          STATION RECOVERY (1960)
 TF2141
 TF2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 TF2141'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 TF2141'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 TF2141'THE TO REACH IS ADAQUATE.
 TF2141
 TF2141                          STATION RECOVERY (1962)
 TF2141
 TF2141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2141'THE STATION IS LOCATED 4 MILES EAST AND 14 MILES SOUTH OF THE
 TF2141'TOWN OF MINOT, IN THE SW 1/4 OF SEC. 34, T153N, R82W, NEAR
 TF2141'SOME ABANDONED FARM BUILDINGS OWNED BY MR. RAYMOND NEWMAN.
 TF2141'
 TF2141'TO REACH FROM THE POST OFFICE IN MINOT, GO SOUTH ON U.S. HIGHWAY
 TF2141'83 FOR 1.3 MILES TO THE JUNCTION OF U.S. HIGHWAYS 52 AND 83
 TF2141'AND THE 2 AND 52 BY-PASS.  CONTINUE SOUTH ON U.S. HIGHWAY 83
 TF2141'FOR 13 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 TF2141'GRAVELED ROAD FOR 4 MILES TO THE AZIMUTH MARK ON THE RIGHT AND
 TF2141'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED
 TF2141'ROAD FOR 0.45 MILE TO A FIELD DRIVEWAY ON THE RIGHT.  TURN
 TF2141'RIGHT ONTO A FIELD DRIVEWAY AND GO EAST FOR 0.15 MILE TO THE
 TF2141'SET OF ABANDONED FARM BUILDINGS AND THE STATION.
 TF2141'
 TF2141'THE STATION MARK IS A STANDARD DISK STAMPED IRWIN 1934 AND
 TF2141'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2141'FLUSH WITH THE GROUND.  IT IS 43 FEET NORTH OF THE NORTHWEST
 TF2141'CORNER OF AN OLD HOUSE AND 1 FOOT WEST OF THE WITNESS POST.
 TF2141'
 TF2141'REFERENCE MARK NO. 1, STAMPED IRWIN NO 1 1934, IS A STANDARD
 TF2141'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2141'PROJECTS 4 INCHES.  IT IS IN A GRAIN FIELD AND 102 FEET NORTH
 TF2141'OF THE WITNESS POST.
 TF2141'
 TF2141'REFERENCE MARK NO. 3, STAMPED IRWIN NO 3 1934, IS A STANDARD
 TF2141'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2141'IS FLUSH WITH THE GROUND.  IT IS 120 FEET SOUTHWEST OF THE
 TF2141'WITNESS POST, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 TF2141'A HOUSE AND 9 FEET NORTHEAST OF A WINDMILL.
 TF2141'
 TF2141'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IRWIN 1934 1962
 TF2141'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2141'PROJECTS 5 INCHES.  IT IS 50 FEET SOUTH OF THE CENTER OF A
 TF2141'GRAVELED ROAD, 5 FEET WEST OF A POWER POLE AND 1.6 FEET EAST
 TF2141'OF THE WITNESS POST.
 TF2141'
 TF2141'THE 1934 AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 TF2141'REFERENCE MARK NO. 2 WAS DESTROYED AT THE REQUEST OF THE LAND
 TF2141'OWNER AND NO. 3 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0730 ***********************************************************************
 RQ0730  DESIGNATION -  ISAAK
 RQ0730  PID         -  RQ0730
 RQ0730  STATE/COUNTY-  ND/DICKEY
 RQ0730  USGS QUAD   -  COLDWATER LAKE NE (1982)
 RQ0730
 RQ0730                         *CURRENT SURVEY CONTROL
 RQ0730  ___________________________________________________________________
 RQ0730* NAD 83(1996)-  46 11 54.35479(N)    099 00 08.50503(W)     ADJUSTED  
 RQ0730* NAVD 88     -       625.2    (meters)    2051.     (feet)  VERTCON   
 RQ0730  ___________________________________________________________________
 RQ0730  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 RQ0730  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 RQ0730
 RQ0730  HORZ ORDER  -  FIRST
 RQ0730
 RQ0730.The horizontal coordinates were established by classical geodetic methods
 RQ0730.and adjusted by the National Geodetic Survey in January 1998..
 RQ0730
 RQ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0730
 RQ0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0730
 RQ0730.The geoid height was determined by GEOID03.
 RQ0730
 RQ0730;                    North         East     Units Scale Factor Converg.
 RQ0730;SPC ND S     -    60,211.277   715,589.189   MT  0.99999707   +1 05 32.5
 RQ0730;SPC ND S     -   197,543.56  2,347,733.56   iFT  0.99999707   +1 05 32.5
 RQ0730;UTM  14      - 5,116,095.022   499,817.721   MT  0.99960000   -0 00 06.1
 RQ0730
 RQ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0730!SPC ND S     -   0.99990570  x   0.99999707  =   0.99990277
 RQ0730!UTM  14      -   0.99990570  x   0.99960000  =   0.99950574
 RQ0730
 RQ0730:                Primary Azimuth Mark                     Grid Az
 RQ0730:SPC ND S     -  YOUNG                                    079 24 10.2
 RQ0730:UTM  14      -  YOUNG                                    080 29 48.8
 RQ0730
 RQ0730|---------------------------------------------------------------------|
 RQ0730| PID    Reference Object                     Distance      Geod. Az  |
 RQ0730|                                                           dddmmss.s |
 RQ0730| RQ0679 YOUNG                               APPROX.11.2 KM 0802942.7 |
 RQ0730| CO5686 ISAAK AZ MK                                        1885207.6 |
 RQ0730| CO5687 ISAAK RM 1                          101.386 METERS 22519     |
 RQ0730| CO5688 ISAAK RM 2                           80.498 METERS 28744     |
 RQ0730|---------------------------------------------------------------------|
 RQ0730
 RQ0730                          SUPERSEDED SURVEY CONTROL
 RQ0730
 RQ0730  NAD 83(1986)-  46 11 54.36158(N)    099 00 08.49771(W) AD(       ) 1
 RQ0730  NAD 27      -  46 11 54.47400(N)    099 00 07.10600(W) AD(       ) 1
 RQ0730  NGVD 29 (07/19/86)  624.8    (m)         2050.     (f) VERT ANG       
 RQ0730
 RQ0730.Superseded values are not recommended for survey control.
 RQ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0730.See file dsdata.txt to determine how the superseded data were derived.
 RQ0730
 RQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS9981816095(NAD 83)
 RQ0730_MARKER: DS = TRIANGULATION STATION DISK
 RQ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0730
 RQ0730  HISTORY     - Date     Condition        Report By
 RQ0730  HISTORY     - 1934     MONUMENTED       CGS
 RQ0730  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RQ0730
 RQ0730                          STATION DESCRIPTION
 RQ0730
 RQ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0730'STATION IS LOCATED ABOUT 7.5 MILES S AND 3 MILES W OF KULM,
 RQ0730'NEAR THE W SIDE CENTER OF THE NW 1/4 OF SEC. 6, T 131 N, R 65 W,
 RQ0730'JUST E OF THE MC INTOSH COUNTY LINE, ON LAND OWNED BY N.G.
 RQ0730'ISAAK WHO LIVES AT KULM AND RENTED BY EDWIN BLUMHARDT WHO
 RQ0730'LIVES JUST N OF THE STATION.  IT IS ON TOP OF HILL IN FIELD,
 RQ0730'267 FEET E OF CENTER LINE OF ROAD LEADING TO STATION, AND
 RQ0730'238 FEET E OF N AND S FENCE LINE.  MARK IS ABOUT 12 INCHES
 RQ0730'BELOW THE SURFACE OF THE GROUND.
 RQ0730'
 RQ0730'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0730'BRONZE DISKS SET IN CONCRETE.
 RQ0730'
 RQ0730'REFERENCE MARK NO. 1 IS 332.63 FEET SW OF STATION, 30 FEET
 RQ0730'E OF THE CENTER LINE OF N AND S ROAD, AND 2 FEET E OF THE
 RQ0730'N-S FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE
 RQ0730'SURFACE OF THE GROUND.
 RQ0730'
 RQ0730'REFERENCE MARK NO. 2 IS 264.10 FEET WNW OF STATION, 32 FEET
 RQ0730'E OF THE CENTER LINE OF N AND S ROAD, AND 2 FEET E OF N AND
 RQ0730'S FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 RQ0730'OF THE GROUND.
 RQ0730'
 RQ0730'AZIMUTH MARK IS 0.35 MILE FROM STATION, 33 FEET W OF N AND
 RQ0730'S ROAD LEADING TO STATION, AND ON N AND S FENCE.  MARK PROJECTS
 RQ0730'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 RQ0730'
 RQ0730'STATION IS REACHED FROM THE JUNCTION OF HIGHWAYS 11 AND 56
 RQ0730'(WHICH IS AT THE E SHORE OF A LAKE ABOUT 21.5 MILES W OF
 RQ0730'ELLENDALE AND 21.5 MILES E OF ASHLEY) BY GOING N ON HIGHWAY
 RQ0730'56 8.4 MILES TO CROSSROADS AT A SMALL GARAGE WITH A GASOLINE
 RQ0730'PUMP, LEAVE HIGHWAY 56 AND TURN LEFT (W) AND GO 3.0 MILES
 RQ0730'TO CROSSROADS AND COUNTY LINE, TURN RIGHT (N) ON DIRT ROAD AND
 RQ0730'GO 3.0 MILES TO CROSSROADS AND SECTION CORNER, CONTINUE N 0.85
 RQ0730'MILE TO TOP OF HILL.
 RQ0730'
 RQ0730'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 RQ0730
 RQ0730                          STATION RECOVERY (1959)
 RQ0730
 RQ0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0730'THIS STATION SITE WAS VISITED BUT THE STATION MARK WAS NOT
 RQ0730'RECOVERED.  NEITHER REFERENCE MARK WAS RECOVERED AND HAD
 RQ0730'APPEARENTLY BEEN DESTROYED WHEN THE FENCE WAS REMOVED AND
 RQ0730'LAND FARMED NEARER THE ROADWAY.  SINCE THE STATION MARK WAS
 RQ0730'SET BELOW THE SURFACE IT IS PROBABLY STILL IN PLACE BUT IT
 RQ0730'WAS DIFFICULT TO DETERMINE ITS LOCATION WHEN THE REFERENCE
 RQ0730'MARKS WERE GONE.
 RQ0730'
 RQ0730'CONSIDERABLE TIME WAS SPENT IN SEARCH FOR THE AZIMUTH MARK
 RQ0730'BUT IT WAS NOT FOUND.  IT MAY STILL BE IN PLACE BUT COVERED
 RQ0730'WITH DRIFTED TOPSOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1789 ***********************************************************************
 AE1789  FBN         -  This is a Federal Base Network Control Station.
 AE1789  PACS        -  This is a Primary Airport Control Station.
 AE1789  DESIGNATION -  ISN A
 AE1789  PID         -  AE1789
 AE1789  STATE/COUNTY-  ND/WILLIAMS
 AE1789  USGS QUAD   -  WILLISTON WEST (1976)
 AE1789
 AE1789                         *CURRENT SURVEY CONTROL
 AE1789  ___________________________________________________________________
 AE1789* NAD 83(1996)-  48 10 45.10649(N)    103 38 26.15262(W)     ADJUSTED  
 AE1789* NAVD 88     -       587.23   (meters)    1926.6    (feet)  GPS OBS   
 AE1789  ___________________________________________________________________
 AE1789  X           -  -1,004,938.317 (meters)                     COMP
 AE1789  Y           -  -4,141,076.396 (meters)                     COMP
 AE1789  Z           -   4,730,609.827 (meters)                     COMP
 AE1789  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AE1789  ELLIP HEIGHT-         569.10  (meters)          (04/07/03) GPS OBS
 AE1789  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 AE1789
 AE1789  HORZ ORDER  -  A
 AE1789  ELLP ORDER  -  THIRD     CLASS II
 AE1789
 AE1789.This mark is at Sloulin Fld Intl Airport (ISN)
 AE1789
 AE1789.The horizontal coordinates were established by GPS observations
 AE1789.and adjusted by the National Geodetic Survey in August 1997..
 AE1789
 AE1789.The orthometric height was determined by GPS observations and a
 AE1789.high-resolution geoid model.
 AE1789
 AE1789.GPS derived orthometric heights for airport stations designated as
 AE1789.PACS or SACS are published to 2 decimal places.  This maintains
 AE1789.centimeter relative accuracy between the PACS and SACS.  It does
 AE1789.not indicate centimeter accuracy relative to other marks which are
 AE1789.part of the NAVD 88 network.
 AE1789
 AE1789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1789
 AE1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1789
 AE1789.The ellipsoidal height was determined by GPS observations
 AE1789.and is referenced to NAD 83.
 AE1789
 AE1789.The geoid height was determined by GEOID03.
 AE1789
 AE1789;                    North         East     Units Scale Factor Converg.
 AE1789;SPC ND N     -   135,866.784   366,523.974   MT  0.99993720   -2 20 13.3
 AE1789;SPC ND N     -   445,757.17  1,202,506.48   iFT  0.99993720   -2 20 13.3
 AE1789;UTM  13      - 5,337,110.913   601,052.570   MT  0.99972547   +1 00 47.4
 AE1789
 AE1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1789!SPC ND N     -   0.99991081  x   0.99993720  =   0.99984802
 AE1789!UTM  13      -   0.99991081  x   0.99972547  =   0.99963631
 AE1789
 AE1789                          SUPERSEDED SURVEY CONTROL
 AE1789
 AE1789  ELLIP H (08/07/97)  569.22   (m)                       GP(       ) 1 1
 AE1789
 AE1789.Superseded values are not recommended for survey control.
 AE1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1789.See file dsdata.txt to determine how the superseded data were derived.
 AE1789
 AE1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0105337111(NAD 83)
 AE1789_MARKER: I = METAL ROD
 AE1789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE1789_STAMPING: ISN A 1996
 AE1789_MARK LOGO: NGS   
 AE1789_PROJECTION: FLUSH
 AE1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1789+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 AE1789_ROD/PIPE-DEPTH: 6.2  meters
 AE1789_SLEEVE-DEPTH  : 0.90 meters
 AE1789
 AE1789  HISTORY     - Date     Condition        Report By
 AE1789  HISTORY     - 1996     MONUMENTED       NGS
 AE1789  HISTORY     - 20020530 GOOD             NGS
 AE1789
 AE1789                          STATION DESCRIPTION
 AE1789
 AE1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1789'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 3 KM
 AE1789'(1.85 MI) NORTHWEST OF WILLISTON AT THE SLOULIN FIELD INTERNATIONAL
 AE1789'AIRPORT, ALONG THE NORTHEAST SIDE OF THE PARALLEL TAXI FOR RUNWAY
 AE1789'11-29 AND ON THE EXTENDED CENTER OF THE FIRST CONNECTOR TAXI NORTHWEST
 AE1789'OF RUNWAY 02-20.  OWNERSHIP -- CITY OF WILLISTON, P.O. BOX 1306,
 AE1789'WILLISTON, ND 58802-1306.  AIRPORT MANAGER IS RICK MARBURGER. PHONE
 AE1789'701-774-8594.  MAINTENANCE SUPERVISOR IS RAY ROOKS.  PAGER
 AE1789'701-774-0890.  TO REACH FROM THE T-JUNCTION OF U.S. HIGHWAYS 2 AND 85
 AE1789'SOUTH ABOUT 8 KM (4.95 MI) WEST OF WILLISTON, GO EAST ON HIGHWAY 2 AND
 AE1789'85 FOR 8.85 KM (5.50 MI) TO A PAVED CROSSROAD, HIGHWAYS 2 AND 85 ON
 AE1789'THE LEFT AND SECOND AVENUE WEST ON THE RIGHT.  TURN LEFT, NORTH, ON
 AE1789'HIGHWAYS 2 AND 85 FOR 0.8 KM (0.50 MI) TO THE PAVED ENTRANCE TO THE
 AE1789'AIRPORT ON THE LEFT.  TURN LEFT, WESTERLY, ON THE ROAD FOR 0.4 KM
 AE1789'(0.25 MI) TO THE EAST SIDE OF THE AIRPORT PARKING LOT AT A HANGAR ON
 AE1789'THE LEFT.  TURN LEFT, SOUTHWEST, FOR 0.08 KM (0.05 MI) TO A GATE AT
 AE1789'THE APRON.  PASS THROUGH THE GATE, TURN RIGHT, NORTHWEST, ACROSS THE
 AE1789'APRON FOR 0.13 KM (0.10 MI) TO THE NORTH END OF THE APRON AND THE
 AE1789'JUNCTION OF THREE TAXIS.  BEAR LEFT, WEST, ALONG THE CENTER ONE OF
 AE1789'THREE TAXIS FOR 0.16 KM (0.10 MI) TO THE PARALLEL TAXI.  TURN RIGHT,
 AE1789'NORTHWEST ALONG THE TAXI FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF
 AE1789'RUNWAY 02-20.  CONTINUE NORTHWEST, CROSSING RUNWAY 02-20 FOR 0.2 KM
 AE1789'(0.10 MI) TO STATION ON THE RIGHT.  THE STATION IS A PUNCH HOLE TOP
 AE1789'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AE1789'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AE1789'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 41.8 M (137.1 FT) NORTHEAST
 AE1789'OF THE PARALLEL TAXI CENTER, 36.4 M (119.4 FT) EAST-NORTHEAST OF THE
 AE1789'TOP OF THE NORTHEAST END OF A CONCRETE CULVERT, 32.2 M (105.6 FT)
 AE1789'NORTH OF THE NORTH CORNER OF THE CONCRETE BASE OF A TERMINAL SIGN, AND
 AE1789'0.7 M (2.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 AE1789
 AE1789                          STATION RECOVERY (2002)
 AE1789
 AE1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AE1789'RECOVERED AS DESCRIBED.
 AE1789'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1580 ***********************************************************************
 SN1580  DESIGNATION -  IVERSON RESET
 SN1580  PID         -  SN1580
 SN1580  STATE/COUNTY-  ND/BURLEIGH
 SN1580  USGS QUAD   -  WILTON (1966)
 SN1580
 SN1580                         *CURRENT SURVEY CONTROL
 SN1580  ___________________________________________________________________
 SN1580* NAD 83(1996)-  47 09 11.74635(N)    100 52 22.42196(W)     ADJUSTED  
 SN1580* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 SN1580  ___________________________________________________________________
 SN1580  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 SN1580  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SN1580
 SN1580  HORZ ORDER  -  SECOND
 SN1580
 SN1580.The horizontal coordinates were established by classical geodetic methods
 SN1580.and adjusted by the National Geodetic Survey in January 1998..
 SN1580
 SN1580.The orthometric height was scaled from a topographic map.
 SN1580
 SN1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1580
 SN1580.The geoid height was determined by GEOID03.
 SN1580
 SN1580;                    North         East     Units Scale Factor Converg.
 SN1580;SPC ND S     -   165,314.644   571,721.785   MT  0.99995129   -0 16 19.1
 SN1580;SPC ND S     -   542,370.88  1,875,727.64   iFT  0.99995129   -0 16 19.1
 SN1580;SPC ND N     -    17,108.600   571,718.523   MT  1.00006680   -0 16 38.9
 SN1580;SPC ND N     -    56,130.58  1,875,716.94   iFT  1.00006680   -0 16 38.9
 SN1580;UTM  14      - 5,223,897.519   358,021.626   MT  0.99984774   -1 22 24.2
 SN1580
 SN1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1580!SPC ND S     -   0.99990154  x   0.99995129  =   0.99985284
 SN1580!SPC ND N     -   0.99990154  x   1.00006680  =   0.99996834
 SN1580!UTM  14      -   0.99990154  x   0.99984774  =   0.99974930
 SN1580
 SN1580|---------------------------------------------------------------------|
 SN1580| PID    Reference Object                     Distance      Geod. Az  |
 SN1580|                                                           dddmmss.s |
 SN1580| CO5689 IVERSON RM 1                         26.911 METERS 06347     |
 SN1580| SN1583 WILTON MUNICIPAL TANK               APPROX. 6.4 KM 0825106.8 |
 SN1580| SN1581 WILTON                              APPROX. 0.9 KM 1310336.3 |
 SN1580| SN1654 WASHBURN MC LEAN CO CTHSE CUP       APPROX.19.2 KM 3224429.6 |
 SN1580| SN1655 WASHBURN MUNICIPAL TANK             APPROX.19.5 KM 3224511.3 |
 SN1580| SN1653 WASHBURN HIGH SCHOOL STACK          APPROX.19.4 KM 3230048.0 |
 SN1580| CO5690 IVERSON RM 2                         30.568 METERS 33151     |
 SN1580|---------------------------------------------------------------------|
 SN1580
 SN1580                          SUPERSEDED SURVEY CONTROL
 SN1580
 SN1580  NAD 83(1986)-  47 09 11.74474(N)    100 52 22.40201(W) AD(       ) 2
 SN1580  NAD 27      -  47 09 11.77500(N)    100 52 20.91500(W) AD(       ) 2
 SN1580
 SN1580.Superseded values are not recommended for survey control.
 SN1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1580.See file dsdata.txt to determine how the superseded data were derived.
 SN1580
 SN1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5802223898(NAD 83)
 SN1580_MARKER: DS = TRIANGULATION STATION DISK
 SN1580_SETTING: 0 = UNSPECIFIED SETTING
 SN1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1580+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2001
 SN1580
 SN1580  HISTORY     - Date     Condition        Report By
 SN1580  HISTORY     - 1934     MONUMENTED       MORC
 SN1580  HISTORY     - 1945     SEE DESCRIPTION  CGS
 SN1580  HISTORY     - 1957     GOOD             CGS
 SN1580  HISTORY     - 20011115 GOOD             INDIV
 SN1580
 SN1580                          STATION DESCRIPTION
 SN1580
 SN1580'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (WRP)
 SN1580'STATION IS 4 MILES (AIR LINE) W OF WILTON, IN PASTURE LAND ON
 SN1580'A HIGH BLUFF OVERLOOKING THE MISSOURI RIVER TO THE W AND LOW
 SN1580'COUNTRY TO THE N.  THERE WAS A CORN FIELD ABOUT 150 YARDS S OF
 SN1580'THE STATION ACROSS THE FENCE.  THE STATION MARK CONSISTS OF A
 SN1580'4-INCH IRON PIPE EMBEDDED IN THE GROUND AND HAVING A BROKEN CAP
 SN1580'ON WHICH PART OF THE WORD COMMISSION CAN BE READ.  THE MARK WAS
 SN1580'ONE OF THE MONUMENTS OF THE MISSOURI RIVER COMMISSION SURVEY.
 SN1580'IT IS IN SEC. 1, T 142 N, R 81 W (APPROX.).
 SN1580'
 SN1580'STATION MARK IS A STANDARD DISK STATION MARK SET IN CONCRETE
 SN1580'AT THE CENTER OF THE TOP OF A TILE, WHICH IS EMBEDDED IN THE
 SN1580'GROUND.
 SN1580'
 SN1580'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 SN1580'
 SN1580'REFERENCE MARK NO. 1 IS E OF THE STATION AND IS MARKED PALISADE
 SN1580'M.R.C. - 1934.  REFERENCE MARK NO. 2 IS NNW OF THE STATION AND
 SN1580'IS MARKED SIMILARLY TO REFERENCE MARK NO. 1.
 SN1580'
 SN1580'THE AZIMUTH MARK (U.S.C. AND G.S.) TRIANGULATION STATION WILTON,
 SN1580'A STANDARD BRONZE DISK IN CONCRETE, IS A MILE SE OF
 SN1580'STATION PALISADE ON HIGHER GROUND.
 SN1580'
 SN1580'THE STATION MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 83
 SN1580'AND STATE HIGHWAY 36 AT THE S EDGE OF WILTON, BY DRIVING DUE W
 SN1580'ON GRADED ROAD FOR 3.7 MILES.  LEAVE THE GRADED ROAD AND TURN S
 SN1580'BETWEEN FARM BUILDINGS, FOLLOWING WINDING FARM ROAD ABOUT 1/2
 SN1580'MILE SOUTHERLY UP HILL.  AT THE TOP OF THE HILL, TURN RIGHT,
 SN1580'W, AND PASS THROUGH WIRE GATE AT T-INTERSECTION OF FENCE.
 SN1580'FROM THE GATE DRIVE NW TO THE HIGHEST POINT AND STATION, ABOUT
 SN1580'200 YARDS.
 SN1580'
 SN1580'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SN1580
 SN1580                          STATION RECOVERY (1945)
 SN1580
 SN1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SN1580'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 SN1580'CONDITION WITH THE EXCEPTION OF THE STATION MARK.  A NEW
 SN1580'DESCRIPTION FOLLOWS.
 SN1580'
 SN1580'STATION IS LOCATED ABOUT 4 MILES W OF THE VILLAGE OF WILTON AND
 SN1580'ON A LOW HILL WHICH OVERLOOKS THE MISSOURI RIVER TO THE W.
 SN1580'THE STANDARD MISSOURI RIVER COMMISSION 6-INCH PIPE STATION MARK
 SN1580'WAS REMOVED BECAUSE THE CAP OF THE PIPE WAS MISSING.  THE PIPE
 SN1580'WAS FILLED WITH CONCRETE AND A BRONZE U.S.C. AND G.S. STATION
 SN1580'DISK WAS SET IN THE TOP OF THE PIPE AND PLUMB WITH THE MISSOURI
 SN1580'RIVER COMMISSION SUBSURFACE MARK.  THE PIPE PROJECTS 6 INCHES
 SN1580'AND THE DISK WAS STAMPED IVERSON 1945.*
 SN1580'
 SN1580'REFERENCE MARK 1 IS 26.911 METERS (88.29 FEET) E OF THE STATION.
 SN1580'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IVERSON NO 1
 SN1580'1934.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 SN1580'
 SN1580'REFERENCE MARK 2 IS 30.568 METERS (100.29 FEET) NNW OF THE STATION.
 SN1580'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IVERSON NO 2
 SN1580'1934.  IT IS A BRONZE REFERENCE DISK SET IN CONCRETE.
 SN1580'
 SN1580'AZIMUTH MARK (TRIANGULATION STATION WILTON 1934) IS 0.6 MILE
 SN1580'SE OF THE STATION, ON THE SE END OF THE RIDGE, AND ON HIGHER
 SN1580'GROUND THAN THE STATION.
 SN1580'
 SN1580'TO REACH THE STATION FROM THE SMALL VILLAGE OF WILTON, GO S ON
 SN1580'U.S. HIGHWAY 83 FOR 1.0 MILE TO A GRADED DIRT ROAD RIGHT, TURN
 SN1580'RIGHT AND GO 3.6 MILES TO A WIRE GATE ON THE RIGHT, PASS THROUGH
 SN1580'GATE AND GO N ON TRACK ROAD FOR 0.6 MILE.  (TRIANGULATION STATION
 SN1580'WILTON 1934 IS ON THE RIGHT 0.1 MILE.) CONTINUE ON N FOR 0.15
 SN1580'MILE TO AN E-W FENCE LINE, THENCE TURN LEFT FOR 0.15 MILE TO
 SN1580'A WIRE GATE ON THE RIGHT.  PASS THROUGH GATE AND GO IN A NW
 SN1580'DIRECTION FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND STATION
 SN1580'AS DESCRIBED.
 SN1580'
 SN1580'OBSERVATIONS MADE FROM A 4-FOOT STAND.
 SN1580'
 SN1580'*THE REFERENCE MARKS IN 1934 WERE STAMPED PALISADE M R C 1934
 SN1580'AND SHOULD HAVE BEEN STAMPED IVERSON M R C 1934.  THE STAMPINGS ON
 SN1580'THE R.M.S WERE CHANGED IN 1945.
 SN1580
 SN1580                          STATION RECOVERY (1957)
 SN1580
 SN1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1580'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 SN1580'FOR THIS STATION IS LISTED AS PALISADE (MO.R.C.) BUT ALL MARKS
 SN1580'ARE STAMPED IVERSON (MO.R.C.)
 SN1580'
 SN1580'THE DESCRIPTION TO REACH THIS STATION FROM WILTON WAS NOT
 SN1580'CHECKED.  IT WAS REACHED BY DRIVING NORTHWEST ACROSS COUNTRY
 SN1580'ON FIELD ROADS FOR ABOUT 3/4 MILE FROM STATION WILTON.  BOTH
 SN1580'STATIONS ARE ON LAND EITHER OWNED OR LEASED BY MR. HOWARD LUKENS
 SN1580'OF WILTON.
 SN1580
 SN1580                          STATION RECOVERY (2001)
 SN1580
 SN1580'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 SN1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0363 ***********************************************************************
 SL0363  DESIGNATION -  J
 SL0363  PID         -  SL0363
 SL0363  STATE/COUNTY-  ND/GRAND FORKS
 SL0363  USGS QUAD   -  GRAND FORKS (1994)
 SL0363
 SL0363                         *CURRENT SURVEY CONTROL
 SL0363  ___________________________________________________________________
 SL0363* NAD 83(1986)-  47 55 25.     (N)    097 01 56.     (W)     SCALED    
 SL0363* NAVD 88     -       255.002  (meters)     836.62   (feet)  ADJUSTED  
 SL0363  ___________________________________________________________________
 SL0363  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL0363  DYNAMIC HT  -         255.051 (meters)     836.78  (feet)  COMP
 SL0363  MODELED GRAV-     980,797.8   (mgal)                       NAVD 88
 SL0363
 SL0363  VERT ORDER  -  FIRST     CLASS II
 SL0363
 SL0363.The horizontal coordinates were scaled from a topographic map and have
 SL0363.an estimated accuracy of +/- 6 seconds.
 SL0363
 SL0363.The orthometric height was determined by differential leveling
 SL0363.and adjusted by the National Geodetic Survey in June 1991..
 SL0363
 SL0363.The geoid height was determined by GEOID03.
 SL0363
 SL0363.The dynamic height is computed by dividing the NAVD 88
 SL0363.geopotential number by the normal gravity value computed on the
 SL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0363.degrees latitude (g = 980.6199 gals.).
 SL0363
 SL0363.The modeled gravity was interpolated from observed gravity values.
 SL0363
 SL0363;                    North         East    Units  Estimated Accuracy
 SL0363;SPC ND N     -   108,520.      859,060.      MT  (+/- 180 meters Scaled)
 SL0363
 SL0363                          SUPERSEDED SURVEY CONTROL
 SL0363
 SL0363  NGVD 29 (??/??/92)  254.672  (m)          835.54   (f) ADJ UNCH    1 2
 SL0363
 SL0363.Superseded values are not recommended for survey control.
 SL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0363.See file dsdata.txt to determine how the superseded data were derived.
 SL0363
 SL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU470096(NAD 83)
 SL0363_MARKER: B = BOLT
 SL0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0363_SP_SET: FOUNDATION
 SL0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0363
 SL0363  HISTORY     - Date     Condition        Report By
 SL0363  HISTORY     - UNK      MONUMENTED       CGS
 SL0363  HISTORY     - 1934     GOOD             NGS
 SL0363  HISTORY     - 1963     GOOD             NGS
 SL0363
 SL0363                          STATION DESCRIPTION
 SL0363
 SL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0363'IN GRAND FORKS.
 SL0363'AT GRAND FORKS, GRAND FORKS COUNTY, ON FIFTH STREET, NEAR DEMERS
 SL0363'AVENUE, AT THE Y.M.C.A. BUILDING, IN THE SOUTH FACE OF THE SANDSTONE
 SL0363'FOUNDATION WALL, 1.2 FEET WEST OF THE SOUTHEAST CORNER, AND 4 FEET
 SL0363'ABOVE THE CEMENT SIDEWALK.  A COPPER BOLT.
 SL0363
 SL0363                          STATION RECOVERY (1963)
 SL0363
 SL0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0013 ***********************************************************************
 RR0013  DESIGNATION -  J 10
 RR0013  PID         -  RR0013
 RR0013  STATE/COUNTY-  ND/BURLEIGH
 RR0013  USGS QUAD   -  MOFFIT (1971)
 RR0013
 RR0013                         *CURRENT SURVEY CONTROL
 RR0013  ___________________________________________________________________
 RR0013* NAD 83(1986)-  46 42 26.     (N)    100 19 07.     (W)     SCALED    
 RR0013* NAVD 88     -       528.680  (meters)    1734.51   (feet)  ADJUSTED  
 RR0013  ___________________________________________________________________
 RR0013  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RR0013  DYNAMIC HT  -         528.689 (meters)    1734.54  (feet)  COMP
 RR0013  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 RR0013
 RR0013  VERT ORDER  -  FIRST     CLASS II
 RR0013
 RR0013.The horizontal coordinates were scaled from a topographic map and have
 RR0013.an estimated accuracy of +/- 6 seconds.
 RR0013
 RR0013.The orthometric height was determined by differential leveling
 RR0013.and adjusted by the National Geodetic Survey in June 1991..
 RR0013
 RR0013.The geoid height was determined by GEOID03.
 RR0013
 RR0013.The dynamic height is computed by dividing the NAVD 88
 RR0013.geopotential number by the normal gravity value computed on the
 RR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0013.degrees latitude (g = 980.6199 gals.).
 RR0013
 RR0013.The modeled gravity was interpolated from observed gravity values.
 RR0013
 RR0013;                    North         East    Units  Estimated Accuracy
 RR0013;SPC ND S     -   115,680.      613,870.      MT  (+/- 180 meters Scaled)
 RR0013
 RR0013                          SUPERSEDED SURVEY CONTROL
 RR0013
 RR0013  NGVD 29 (??/??/92)  528.276  (m)         1733.19   (f) ADJ UNCH    1 2
 RR0013
 RR0013.Superseded values are not recommended for survey control.
 RR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0013.See file dsdata.txt to determine how the superseded data were derived.
 RR0013
 RR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS992734(NAD 83)
 RR0013_MARKER: DB = BENCH MARK DISK
 RR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0013_STAMPING: 1733.185 J 10 1927
 RR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0013+STABILITY: SURFACE MOTION
 RR0013
 RR0013  HISTORY     - Date     Condition        Report By
 RR0013  HISTORY     - 1927     MONUMENTED       CGS
 RR0013  HISTORY     - 1957     GOOD             NGS
 RR0013
 RR0013                          STATION DESCRIPTION
 RR0013
 RR0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0013'2.5 MI NW FROM MOFFIT.
 RR0013'2.5 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM MOFFIT,
 RR0013'BURLEIGH COUNTY, ABOUT 0.5 MILE NORTHEAST OF A RANCH HOUSE IN A CLUMP
 RR0013'OF TREES, ABOUT 270 FEET NORTHWEST OF A ROAD CROSSING, 2-1/2 FEET
 RR0013'NORTHWEST OF THE SECOND POLE NORTHWEST OF THE CROSSING, 45 FEET
 RR0013'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 4-1/2 FEET NORTHEAST OF THE
 RR0013'RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 RR0013'STAMPED 1733.185 J 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0013'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0621 ***********************************************************************
 TG0621  DESIGNATION -  J 10 B 1
 TG0621  PID         -  TG0621
 TG0621  STATE/COUNTY-  ND/MOUNTRAIL
 TG0621  USGS QUAD   -  PALERMO NE (1981)
 TG0621
 TG0621                         *CURRENT SURVEY CONTROL
 TG0621  ___________________________________________________________________
 TG0621* NAD 83(1986)-  48 25 01.     (N)    102 01 17.     (W)     SCALED    
 TG0621* NAVD 88     -       722.436  (meters)    2370.19   (feet)  ADJUSTED  
 TG0621  ___________________________________________________________________
 TG0621  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TG0621  DYNAMIC HT  -         722.550 (meters)    2370.57  (feet)  COMP
 TG0621  MODELED GRAV-     980,744.1   (mgal)                       NAVD 88
 TG0621
 TG0621  VERT ORDER  -  SECOND    CLASS 0
 TG0621
 TG0621.The horizontal coordinates were scaled from a topographic map and have
 TG0621.an estimated accuracy of +/- 6 seconds.
 TG0621
 TG0621.The orthometric height was determined by differential leveling
 TG0621.and adjusted by the National Geodetic Survey in June 1991..
 TG0621
 TG0621.The geoid height was determined by GEOID03.
 TG0621
 TG0621.The dynamic height is computed by dividing the NAVD 88
 TG0621.geopotential number by the normal gravity value computed on the
 TG0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0621.degrees latitude (g = 980.6199 gals.).
 TG0621
 TG0621.The modeled gravity was interpolated from observed gravity values.
 TG0621
 TG0621;                    North         East    Units  Estimated Accuracy
 TG0621;SPC ND N     -   158,650.      487,400.      MT  (+/- 180 meters Scaled)
 TG0621
 TG0621                          SUPERSEDED SURVEY CONTROL
 TG0621
 TG0621  NGVD 29 (??/??/92)  722.01   (m)         2368.8    (f) COMPUTED    2 0
 TG0621
 TG0621.Superseded values are not recommended for survey control.
 TG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0621.See file dsdata.txt to determine how the superseded data were derived.
 TG0621
 TG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP203669(NAD 83)
 TG0621_MARKER: DD = SURVEY DISK
 TG0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0621_SP_SET: PEDESTAL
 TG0621_STAMPING: B 1
 TG0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0621
 TG0621  HISTORY     - Date     Condition        Report By
 TG0621  HISTORY     - UNK      MONUMENTED       DOD
 TG0621  HISTORY     - 1963     GOOD             NGS
 TG0621
 TG0621                          STATION DESCRIPTION
 TG0621
 TG0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0621'8.2 MI NE FROM BLAISDELL.
 TG0621'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0621'RAILWAY STATION AT BLAISDELL, THENCE 4.3 MILES NORTH ALONG A GRAVELED
 TG0621'ROAD, THENCE 0.2 MILE WEST ACROSS A CULTIVATED FIELD, ON THE TOP OF A
 TG0621'SLIGHT RIDGE IN THE FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0621'TRIBRACH, S 15, R 88 W, T 157 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0621'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0622 ***********************************************************************
 TG0622  DESIGNATION -  J 10 B 2
 TG0622  PID         -  TG0622
 TG0622  STATE/COUNTY-  ND/MOUNTRAIL
 TG0622  USGS QUAD   -  PALERMO NE (1981)
 TG0622
 TG0622                         *CURRENT SURVEY CONTROL
 TG0622  ___________________________________________________________________
 TG0622* NAD 83(1986)-  48 25 19.     (N)    102 01 19.     (W)     SCALED    
 TG0622* NAVD 88     -       719.572  (meters)    2360.80   (feet)  ADJUSTED  
 TG0622  ___________________________________________________________________
 TG0622  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG0622  DYNAMIC HT  -         719.685 (meters)    2361.17  (feet)  COMP
 TG0622  MODELED GRAV-     980,744.5   (mgal)                       NAVD 88
 TG0622
 TG0622  VERT ORDER  -  SECOND    CLASS 0
 TG0622
 TG0622.The horizontal coordinates were scaled from a topographic map and have
 TG0622.an estimated accuracy of +/- 6 seconds.
 TG0622
 TG0622.The orthometric height was determined by differential leveling
 TG0622.and adjusted by the National Geodetic Survey in June 1991..
 TG0622
 TG0622.The geoid height was determined by GEOID03.
 TG0622
 TG0622.The dynamic height is computed by dividing the NAVD 88
 TG0622.geopotential number by the normal gravity value computed on the
 TG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0622.degrees latitude (g = 980.6199 gals.).
 TG0622
 TG0622.The modeled gravity was interpolated from observed gravity values.
 TG0622
 TG0622;                    North         East    Units  Estimated Accuracy
 TG0622;SPC ND N     -   159,210.      487,370.      MT  (+/- 180 meters Scaled)
 TG0622
 TG0622                          SUPERSEDED SURVEY CONTROL
 TG0622
 TG0622  NGVD 29 (??/??/92)  719.15   (m)         2359.4    (f) COMPUTED    2 0
 TG0622
 TG0622.Superseded values are not recommended for survey control.
 TG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0622.See file dsdata.txt to determine how the superseded data were derived.
 TG0622
 TG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP203674(NAD 83)
 TG0622_MARKER: DD = SURVEY DISK
 TG0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0622_SP_SET: PEDESTAL
 TG0622_STAMPING: B 2
 TG0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0622
 TG0622  HISTORY     - Date     Condition        Report By
 TG0622  HISTORY     - UNK      MONUMENTED       DOD
 TG0622  HISTORY     - 1963     GOOD             NGS
 TG0622
 TG0622                          STATION DESCRIPTION
 TG0622
 TG0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0622'8.5 MI NE FROM BLAISDELL.
 TG0622'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0622'RAILWAY STATION AT BLAISDELL, THENCE 4.6 MILES NORTH ALONG A GRAVELED
 TG0622'ROAD, THENCE 0.2 MILE WEST ALONG A TRACK ROAD, ABOUT 100 YARDS NORTH
 TG0622'OF THE TRACK ROAD, ON THE EAST SLOPE OF A ROUND TOPPED KNOLL, AT THE
 TG0622'WEST EDGE OF A CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 TG0622'WITH TRIBRACH, S 15, R 88 W, T 157 N.  NOTE-- CENTER OF THE TRIBRACH
 TG0622'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0624 ***********************************************************************
 TG0624  DESIGNATION -  J 10 Z
 TG0624  PID         -  TG0624
 TG0624  STATE/COUNTY-  ND/MOUNTRAIL
 TG0624  USGS QUAD   -  PALERMO NE (1981)
 TG0624
 TG0624                         *CURRENT SURVEY CONTROL
 TG0624  ___________________________________________________________________
 TG0624* NAD 83(1986)-  48 25 22.     (N)    102 01 00.     (W)     SCALED    
 TG0624* NAVD 88     -       723.676  (meters)    2374.26   (feet)  ADJUSTED  
 TG0624  ___________________________________________________________________
 TG0624  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 TG0624  DYNAMIC HT  -         723.791 (meters)    2374.64  (feet)  COMP
 TG0624  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 TG0624
 TG0624  VERT ORDER  -  SECOND    CLASS 0
 TG0624
 TG0624.The horizontal coordinates were scaled from a topographic map and have
 TG0624.an estimated accuracy of +/- 6 seconds.
 TG0624
 TG0624.The orthometric height was determined by differential leveling
 TG0624.and adjusted by the National Geodetic Survey in June 1991..
 TG0624
 TG0624.The geoid height was determined by GEOID03.
 TG0624
 TG0624.The dynamic height is computed by dividing the NAVD 88
 TG0624.geopotential number by the normal gravity value computed on the
 TG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0624.degrees latitude (g = 980.6199 gals.).
 TG0624
 TG0624.The modeled gravity was interpolated from observed gravity values.
 TG0624
 TG0624;                    North         East    Units  Estimated Accuracy
 TG0624;SPC ND N     -   159,290.      487,760.      MT  (+/- 180 meters Scaled)
 TG0624
 TG0624                          SUPERSEDED SURVEY CONTROL
 TG0624
 TG0624  NGVD 29 (??/??/92)  723.25   (m)         2372.9    (f) COMPUTED    2 0
 TG0624
 TG0624.Superseded values are not recommended for survey control.
 TG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0624.See file dsdata.txt to determine how the superseded data were derived.
 TG0624
 TG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP207675(NAD 83)
 TG0624_MARKER: DS = TRIANGULATION STATION DISK
 TG0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0624_STAMPING: J 10 Z 1962
 TG0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0624+STABILITY: SURFACE MOTION
 TG0624
 TG0624  HISTORY     - Date     Condition        Report By
 TG0624  HISTORY     - 1962     MONUMENTED       CGS
 TG0624  HISTORY     - 1963     GOOD             NGS
 TG0624
 TG0624                          STATION DESCRIPTION
 TG0624
 TG0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0624'8.4 MI NE FROM BLAISDELL.
 TG0624'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0624'RAILWAY STATION AT BLAISDELL, THENCE 4.7 MILES NORTH ALONG A GRAVELED
 TG0624'ROAD, ABOUT 0.6 MILE NORTH OF A WHITE CHURCH, ON THE SOUTH SLOPE AND
 TG0624'NEAR THE TOP OF A SHORT HILL, 43 FEET EAST OF THE CENTERLINE OF THE
 TG0624'ROAD, 9 FEET SOUTHWEST OF A POWER POLE, 4.4 FEET WEST OF A METAL
 TG0624'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0624'TOP OF A CONCRETE POST PROJECTING 1 INCH, S 14, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0623 ***********************************************************************
 TG0623  DESIGNATION -  J 10 Z RM 1
 TG0623  PID         -  TG0623
 TG0623  STATE/COUNTY-  ND/MOUNTRAIL
 TG0623  USGS QUAD   -  PALERMO NE (1981)
 TG0623
 TG0623                         *CURRENT SURVEY CONTROL
 TG0623  ___________________________________________________________________
 TG0623* NAD 83(1986)-  48 25 22.     (N)    102 01 00.     (W)     SCALED    
 TG0623* NAVD 88     -       723.203  (meters)    2372.71   (feet)  ADJUSTED  
 TG0623  ___________________________________________________________________
 TG0623  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 TG0623  DYNAMIC HT  -         723.317 (meters)    2373.08  (feet)  COMP
 TG0623  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 TG0623
 TG0623  VERT ORDER  -  SECOND    CLASS 0
 TG0623
 TG0623.The horizontal coordinates were scaled from a topographic map and have
 TG0623.an estimated accuracy of +/- 6 seconds.
 TG0623
 TG0623.The orthometric height was determined by differential leveling
 TG0623.and adjusted by the National Geodetic Survey in June 1991..
 TG0623
 TG0623.The geoid height was determined by GEOID03.
 TG0623
 TG0623.The dynamic height is computed by dividing the NAVD 88
 TG0623.geopotential number by the normal gravity value computed on the
 TG0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0623.degrees latitude (g = 980.6199 gals.).
 TG0623
 TG0623.The modeled gravity was interpolated from observed gravity values.
 TG0623
 TG0623;                    North         East    Units  Estimated Accuracy
 TG0623;SPC ND N     -   159,290.      487,760.      MT  (+/- 180 meters Scaled)
 TG0623
 TG0623                          SUPERSEDED SURVEY CONTROL
 TG0623
 TG0623  NGVD 29 (??/??/92)  722.78   (m)         2371.3    (f) COMPUTED    2 0
 TG0623
 TG0623.Superseded values are not recommended for survey control.
 TG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0623.See file dsdata.txt to determine how the superseded data were derived.
 TG0623
 TG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP207675(NAD 83)
 TG0623_MARKER: DR = REFERENCE MARK DISK
 TG0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0623_STAMPING: J 10 Z NO 1 1962
 TG0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0623+STABILITY: SURFACE MOTION
 TG0623
 TG0623  HISTORY     - Date     Condition        Report By
 TG0623  HISTORY     - 1962     MONUMENTED       CGS
 TG0623  HISTORY     - 1963     GOOD             NGS
 TG0623
 TG0623                          STATION DESCRIPTION
 TG0623
 TG0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0623'8.4 MI N FROM BLAISDELL.
 TG0623'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0623'RAILWAY STATION AT BLAISDELL, THENCE 4.7 MILES NORTH ALONG A GRAVELED
 TG0623'ROAD, ABOUT 0.6 MILE NORTH OF A WHITE CHURCH, ON THE SOUTH SLOPE AND
 TG0623'NEAR THE TOP OF A SHORT HILL, 33.0 FEET EAST OF THE CENTERLINE OF THE
 TG0623'ROAD, 38.0 FEET SOUTHWEST OF A POWER POLE, 28.4 FEET SOUTHWEST OF THE
 TG0623'STATION MARK, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0623'TOP OF A CONCRETE POST 6 INCHES UNDER THE GROUND, S 14, R 88 W, T 157
 TG0623'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0625 ***********************************************************************
 TG0625  DESIGNATION -  J 10 Z RM 2
 TG0625  PID         -  TG0625
 TG0625  STATE/COUNTY-  ND/MOUNTRAIL
 TG0625  USGS QUAD   -  PALERMO NE (1981)
 TG0625
 TG0625                         *CURRENT SURVEY CONTROL
 TG0625  ___________________________________________________________________
 TG0625* NAD 83(1986)-  48 25 22.     (N)    102 01 00.     (W)     SCALED    
 TG0625* NAVD 88     -       723.685  (meters)    2374.29   (feet)  ADJUSTED  
 TG0625  ___________________________________________________________________
 TG0625  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 TG0625  DYNAMIC HT  -         723.799 (meters)    2374.66  (feet)  COMP
 TG0625  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 TG0625
 TG0625  VERT ORDER  -  SECOND    CLASS 0
 TG0625
 TG0625.The horizontal coordinates were scaled from a topographic map and have
 TG0625.an estimated accuracy of +/- 6 seconds.
 TG0625
 TG0625.The orthometric height was determined by differential leveling
 TG0625.and adjusted by the National Geodetic Survey in June 1991..
 TG0625
 TG0625.The geoid height was determined by GEOID03.
 TG0625
 TG0625.The dynamic height is computed by dividing the NAVD 88
 TG0625.geopotential number by the normal gravity value computed on the
 TG0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0625.degrees latitude (g = 980.6199 gals.).
 TG0625
 TG0625.The modeled gravity was interpolated from observed gravity values.
 TG0625
 TG0625;                    North         East    Units  Estimated Accuracy
 TG0625;SPC ND N     -   159,290.      487,760.      MT  (+/- 180 meters Scaled)
 TG0625
 TG0625                          SUPERSEDED SURVEY CONTROL
 TG0625
 TG0625  NGVD 29 (??/??/92)  723.26   (m)         2372.9    (f) COMPUTED    2 0
 TG0625
 TG0625.Superseded values are not recommended for survey control.
 TG0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0625.See file dsdata.txt to determine how the superseded data were derived.
 TG0625
 TG0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP207675(NAD 83)
 TG0625_MARKER: DR = REFERENCE MARK DISK
 TG0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0625_STAMPING: J 10 Z NO 2 1962
 TG0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0625+STABILITY: SURFACE MOTION
 TG0625
 TG0625  HISTORY     - Date     Condition        Report By
 TG0625  HISTORY     - 1962     MONUMENTED       CGS
 TG0625  HISTORY     - 1963     GOOD             NGS
 TG0625
 TG0625                          STATION DESCRIPTION
 TG0625
 TG0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0625'8.4 MI NE FROM BLAISDELL.
 TG0625'ABOUT 3.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TG0625'RAILWAY STATION AT BLAISDELL, THENCE 4.7 MILES NORTH ALONG A GRAVELED
 TG0625'ROAD, ABOUT 0.6 MILE NORTH OF A WHITE CHURCH ON THE SOUTH SLOPE OF A
 TG0625'SHORT HILL, 31.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 39.8 FEET
 TG0625'NORTHWEST OF THE STATION MARK, 34.0 FEET NORTHWEST OF A POWER POLE,
 TG0625'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0625'CONCRETE POST 3 INCHES UNDER THE GROUND, S 14, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0399 ***********************************************************************
 RR0399  DESIGNATION -  J 100
 RR0399  PID         -  RR0399
 RR0399  STATE/COUNTY-  ND/GRANT
 RR0399  USGS QUAD   -  CARSON (1980)
 RR0399
 RR0399                         *CURRENT SURVEY CONTROL
 RR0399  ___________________________________________________________________
 RR0399* NAD 83(1986)-  46 24 50.     (N)    101 35 30.     (W)     SCALED    
 RR0399* NAVD 88     -       698.378  (meters)    2291.26   (feet)  ADJUSTED  
 RR0399  ___________________________________________________________________
 RR0399  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 RR0399  DYNAMIC HT  -         698.342 (meters)    2291.14  (feet)  COMP
 RR0399  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 RR0399
 RR0399  VERT ORDER  -  SECOND    CLASS 0
 RR0399
 RR0399.The horizontal coordinates were scaled from a topographic map and have
 RR0399.an estimated accuracy of +/- 6 seconds.
 RR0399
 RR0399.The orthometric height was determined by differential leveling
 RR0399.and adjusted by the National Geodetic Survey in June 1991..
 RR0399
 RR0399.The geoid height was determined by GEOID03.
 RR0399
 RR0399.The dynamic height is computed by dividing the NAVD 88
 RR0399.geopotential number by the normal gravity value computed on the
 RR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0399.degrees latitude (g = 980.6199 gals.).
 RR0399
 RR0399.The modeled gravity was interpolated from observed gravity values.
 RR0399
 RR0399;                    North         East    Units  Estimated Accuracy
 RR0399;SPC ND S     -    83,640.      516,070.      MT  (+/- 180 meters Scaled)
 RR0399
 RR0399                          SUPERSEDED SURVEY CONTROL
 RR0399
 RR0399  NGVD 29 (??/??/92)  697.872  (m)         2289.60   (f) ADJ UNCH    2 0
 RR0399
 RR0399.Superseded values are not recommended for survey control.
 RR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0399.See file dsdata.txt to determine how the superseded data were derived.
 RR0399
 RR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS008432(NAD 83)
 RR0399_MARKER: DB = BENCH MARK DISK
 RR0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0399_STAMPING: J-100 -- 1934
 RR0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0399+STABILITY: SURFACE MOTION
 RR0399
 RR0399  HISTORY     - Date     Condition        Report By
 RR0399  HISTORY     - 1934     MONUMENTED       CGS
 RR0399  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0399
 RR0399                          STATION DESCRIPTION
 RR0399
 RR0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0399'1.4 MI SW FROM CARSON.
 RR0399'1.4 MILES SOUTH WEST OF THE STATION AT CARSON.  0.4 OF MILE SOUTHWEST
 RR0399'OF M.P.NO.54.  59 FEET WEST OF INTERSECTION OF RAILROAD AND SECTION
 RR0399'LINE ROAD CROSSING TRACK.  40 FEET NORTHEAST OF A TELEGRAPH POLE. 38.7
 RR0399'FEET NORTH WEST OF NORTHWEST RAIL.  STANDARD TABLET SET IN TOP OF
 RR0399'CONCRETE POST 8 INCHES HIGH.
 RR0399
 RR0399                          STATION RECOVERY (1975)
 RR0399
 RR0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0090 ***********************************************************************
 RS0090  DESIGNATION -  J 101
 RS0090  PID         -  RS0090
 RS0090  STATE/COUNTY-  ND/ADAMS
 RS0090  USGS QUAD   -  BUCYRUS (1974)
 RS0090
 RS0090                         *CURRENT SURVEY CONTROL
 RS0090  ___________________________________________________________________
 RS0090* NAD 83(1986)-  46 03 40.     (N)    102 46 56.     (W)     SCALED    
 RS0090* NAVD 88     -       847.192  (meters)    2779.50   (feet)  ADJUSTED  
 RS0090  ___________________________________________________________________
 RS0090  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RS0090  DYNAMIC HT  -         847.099 (meters)    2779.19  (feet)  COMP
 RS0090  MODELED GRAV-     980,476.2   (mgal)                       NAVD 88
 RS0090
 RS0090  VERT ORDER  -  SECOND    CLASS 0
 RS0090
 RS0090.The horizontal coordinates were scaled from a topographic map and have
 RS0090.an estimated accuracy of +/- 6 seconds.
 RS0090
 RS0090.The orthometric height was determined by differential leveling
 RS0090.and adjusted by the National Geodetic Survey in June 1991..
 RS0090
 RS0090.The geoid height was determined by GEOID03.
 RS0090
 RS0090.The dynamic height is computed by dividing the NAVD 88
 RS0090.geopotential number by the normal gravity value computed on the
 RS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0090.degrees latitude (g = 980.6199 gals.).
 RS0090
 RS0090.The modeled gravity was interpolated from observed gravity values.
 RS0090
 RS0090;                    North         East    Units  Estimated Accuracy
 RS0090;SPC ND S     -    46,410.      423,430.      MT  (+/- 180 meters Scaled)
 RS0090
 RS0090                          SUPERSEDED SURVEY CONTROL
 RS0090
 RS0090  NGVD 29 (??/??/92)  846.682  (m)         2777.82   (f) ADJ UNCH    2 0
 RS0090
 RS0090.Superseded values are not recommended for survey control.
 RS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0090.See file dsdata.txt to determine how the superseded data were derived.
 RS0090
 RS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM715032(NAD 83)
 RS0090_MARKER: DB = BENCH MARK DISK
 RS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0090_STAMPING: J 101 1934
 RS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0090+STABILITY: SURFACE MOTION
 RS0090
 RS0090  HISTORY     - Date     Condition        Report By
 RS0090  HISTORY     - 1934     MONUMENTED       CGS
 RS0090  HISTORY     - 1981     GOOD             NDHD
 RS0090
 RS0090                          STATION DESCRIPTION
 RS0090
 RS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0090'IN BUCYRUS.
 RS0090'AT BUCYRUS, ADAMS COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RS0090'PACIFIC RAILROAD, 265 YARDS SOUTHEAST OF THE STATION, 187 FEET
 RS0090'NORTHWEST OF A ROAD CROSSING, 88 FEET NORTH OF THE CENTER LINE OF THE
 RS0090'ROAD, 38.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 4.8 FEET EAST OF
 RS0090'A POLE.  A STANDARD DISK, STAMPED J 101 1934 AND SET IN THE TOP OF A
 RS0090'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RS0090
 RS0090                          STATION RECOVERY (1981)
 RS0090
 RS0090'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1981
 RS0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0113 ***********************************************************************
 SN0113  DESIGNATION -  J 11
 SN0113  PID         -  SN0113
 SN0113  STATE/COUNTY-  ND/BURLEIGH
 SN0113  USGS QUAD   -  BALDWIN (1979)
 SN0113
 SN0113                         *CURRENT SURVEY CONTROL
 SN0113  ___________________________________________________________________
 SN0113* NAD 83(1986)-  47 01 39.     (N)    100 45 00.     (W)     SCALED    
 SN0113* NAVD 88     -       589.867  (meters)    1935.26   (feet)  ADJUSTED  
 SN0113  ___________________________________________________________________
 SN0113  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SN0113  DYNAMIC HT  -         589.873 (meters)    1935.28  (feet)  COMP
 SN0113  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 SN0113
 SN0113  VERT ORDER  -  FIRST     CLASS II
 SN0113
 SN0113.The horizontal coordinates were scaled from a topographic map and have
 SN0113.an estimated accuracy of +/- 6 seconds.
 SN0113
 SN0113.The orthometric height was determined by differential leveling
 SN0113.and adjusted by the National Geodetic Survey in June 1991..
 SN0113
 SN0113.The geoid height was determined by GEOID03.
 SN0113
 SN0113.The dynamic height is computed by dividing the NAVD 88
 SN0113.geopotential number by the normal gravity value computed on the
 SN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0113.degrees latitude (g = 980.6199 gals.).
 SN0113
 SN0113.The modeled gravity was interpolated from observed gravity values.
 SN0113
 SN0113;                    North         East    Units  Estimated Accuracy
 SN0113;SPC ND S     -   151,300.      581,000.      MT  (+/- 180 meters Scaled)
 SN0113
 SN0113                          SUPERSEDED SURVEY CONTROL
 SN0113
 SN0113  NGVD 29 (??/??/92)  589.434  (m)         1933.83   (f) ADJ UNCH    1 2
 SN0113
 SN0113.Superseded values are not recommended for survey control.
 SN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0113.See file dsdata.txt to determine how the superseded data were derived.
 SN0113
 SN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT670097(NAD 83)
 SN0113_MARKER: DB = BENCH MARK DISK
 SN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0113_STAMPING: J 11 1927 1933.789
 SN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0113+STABILITY: SURFACE MOTION
 SN0113
 SN0113  HISTORY     - Date     Condition        Report By
 SN0113  HISTORY     - 1927     MONUMENTED       CGS
 SN0113  HISTORY     - 1962     GOOD             NGS
 SN0113
 SN0113                          STATION DESCRIPTION
 SN0113
 SN0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0113'IN BALDWIN.
 SN0113'AT BALDWIN, AT THE SOO LINE RAILROAD STATION, 80 FEET EAST OF THE
 SN0113'CENTER LINE OF A ROAD, 61 FEET WEST-SOUTH-WEST ACROSS THE TRACK FROM
 SN0113'THE NORTHWEST CORNER OF THE STATION, 42.5 FEET NORTH OF A TELEPHONE
 SN0113'POLE WITH GUY-WIRE, 38.5 FEET WEST OF THE WEST RAIL, 1.5 FEET EAST OF
 SN0113'A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN TRACK AND SET IN THE TOP
 SN0113'OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1337 ***********************************************************************
 TF1337  DESIGNATION -  J 11 B 1
 TF1337  PID         -  TF1337
 TF1337  STATE/COUNTY-  ND/WARD
 TF1337  USGS QUAD   -  AURELIA (1980)
 TF1337
 TF1337                         *CURRENT SURVEY CONTROL
 TF1337  ___________________________________________________________________
 TF1337* NAD 83(1986)-  48 29 41.     (N)    101 54 29.     (W)     SCALED    
 TF1337* NAVD 88     -       618.827  (meters)    2030.27   (feet)  ADJUSTED  
 TF1337  ___________________________________________________________________
 TF1337  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 TF1337  DYNAMIC HT  -         618.940 (meters)    2030.64  (feet)  COMP
 TF1337  MODELED GRAV-     980,773.2   (mgal)                       NAVD 88
 TF1337
 TF1337  VERT ORDER  -  FIRST     CLASS II
 TF1337
 TF1337.The horizontal coordinates were scaled from a topographic map and have
 TF1337.an estimated accuracy of +/- 6 seconds.
 TF1337
 TF1337.The orthometric height was determined by differential leveling
 TF1337.and adjusted by the National Geodetic Survey in June 1991..
 TF1337
 TF1337.The geoid height was determined by GEOID03.
 TF1337
 TF1337.The dynamic height is computed by dividing the NAVD 88
 TF1337.geopotential number by the normal gravity value computed on the
 TF1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1337.degrees latitude (g = 980.6199 gals.).
 TF1337
 TF1337.The modeled gravity was interpolated from observed gravity values.
 TF1337
 TF1337;                    North         East    Units  Estimated Accuracy
 TF1337;SPC ND N     -   167,140.      495,940.      MT  (+/- 180 meters Scaled)
 TF1337
 TF1337                          SUPERSEDED SURVEY CONTROL
 TF1337
 TF1337  NGVD 29 (??/??/92)  618.43   (m)         2029.0    (f) COMPUTED    1 2
 TF1337
 TF1337.Superseded values are not recommended for survey control.
 TF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1337.See file dsdata.txt to determine how the superseded data were derived.
 TF1337
 TF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU851753(NAD 83)
 TF1337_MARKER: DD = SURVEY DISK
 TF1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1337_SP_SET: CONCRETE CYLINDER
 TF1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1337
 TF1337  HISTORY     - Date     Condition        Report By
 TF1337  HISTORY     - UNK      MONUMENTED       DOD
 TF1337  HISTORY     - 1963     GOOD             NGS
 TF1337
 TF1337                          STATION DESCRIPTION
 TF1337
 TF1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1337'2.05 MI SW FROM DONNYBROOK.
 TF1337'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1337'RAILROAD STATION AT DONNYBROOK, THENCE 1.9 MILES SOUTHWEST ALONG
 TF1337'COUNTY ROAD 5, 0.2 MILE NORTH OF A PRIVATE ROAD LEADING WEST, 49 FEET
 TF1337'EAST OF THE CENTER LINE OF THE ROAD, AND THE TOP SURFACE OVER THE
 TF1337'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 TF1337'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1338 ***********************************************************************
 TF1338  DESIGNATION -  J 11 B 2
 TF1338  PID         -  TF1338
 TF1338  STATE/COUNTY-  ND/WARD
 TF1338  USGS QUAD   -  AURELIA (1980)
 TF1338
 TF1338                         *CURRENT SURVEY CONTROL
 TF1338  ___________________________________________________________________
 TF1338* NAD 83(1986)-  48 29 44.     (N)    101 54 06.     (W)     SCALED    
 TF1338* NAVD 88     -       617.396  (meters)    2025.57   (feet)  ADJUSTED  
 TF1338  ___________________________________________________________________
 TF1338  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TF1338  DYNAMIC HT  -         617.510 (meters)    2025.95  (feet)  COMP
 TF1338  MODELED GRAV-     980,774.6   (mgal)                       NAVD 88
 TF1338
 TF1338  VERT ORDER  -  FIRST     CLASS II
 TF1338
 TF1338.The horizontal coordinates were scaled from a topographic map and have
 TF1338.an estimated accuracy of +/- 6 seconds.
 TF1338
 TF1338.The orthometric height was determined by differential leveling
 TF1338.and adjusted by the National Geodetic Survey in June 1991..
 TF1338
 TF1338.The geoid height was determined by GEOID03.
 TF1338
 TF1338.The dynamic height is computed by dividing the NAVD 88
 TF1338.geopotential number by the normal gravity value computed on the
 TF1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1338.degrees latitude (g = 980.6199 gals.).
 TF1338
 TF1338.The modeled gravity was interpolated from observed gravity values.
 TF1338
 TF1338;                    North         East    Units  Estimated Accuracy
 TF1338;SPC ND N     -   167,220.      496,420.      MT  (+/- 180 meters Scaled)
 TF1338
 TF1338                          SUPERSEDED SURVEY CONTROL
 TF1338
 TF1338  NGVD 29 (??/??/92)  617.00   (m)         2024.3    (f) COMPUTED    1 2
 TF1338
 TF1338.Superseded values are not recommended for survey control.
 TF1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1338.See file dsdata.txt to determine how the superseded data were derived.
 TF1338
 TF1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU856754(NAD 83)
 TF1338_MARKER: DD = SURVEY DISK
 TF1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1338_SP_SET: CONCRETE CYLINDER
 TF1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1338
 TF1338  HISTORY     - Date     Condition        Report By
 TF1338  HISTORY     - UNK      MONUMENTED       DOD
 TF1338  HISTORY     - 1963     GOOD             NGS
 TF1338
 TF1338                          STATION DESCRIPTION
 TF1338
 TF1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1338'2.35 MI SW FROM DONNYBROOK.
 TF1338'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1338'RAILROAD STATION AT DONNYBROOK, THENCE 1.9 MILES SOUTHWEST ALONG
 TF1338'COUNTY ROAD 5, THENCE 0.3 MILE EAST ACROSS COUNTRY, ABOUT 200 FEET
 TF1338'NORTH OF A CORNER FENCE POST, AND THE TOP SURFACE OVER THE CENTER HOLE
 TF1338'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF1338'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1339 ***********************************************************************
 TF1339  DESIGNATION -  J 11 Z
 TF1339  PID         -  TF1339
 TF1339  STATE/COUNTY-  ND/WARD
 TF1339  USGS QUAD   -  AURELIA (1980)
 TF1339
 TF1339                         *CURRENT SURVEY CONTROL
 TF1339  ___________________________________________________________________
 TF1339* NAD 83(1986)-  48 29 18.     (N)    101 54 28.     (W)     SCALED    
 TF1339* NAVD 88     -       622.898  (meters)    2043.62   (feet)  ADJUSTED  
 TF1339  ___________________________________________________________________
 TF1339  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF1339  DYNAMIC HT  -         623.011 (meters)    2044.00  (feet)  COMP
 TF1339  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TF1339
 TF1339  VERT ORDER  -  FIRST     CLASS II
 TF1339
 TF1339.The horizontal coordinates were scaled from a topographic map and have
 TF1339.an estimated accuracy of +/- 6 seconds.
 TF1339
 TF1339.The orthometric height was determined by differential leveling
 TF1339.and adjusted by the National Geodetic Survey in June 1991..
 TF1339
 TF1339.The geoid height was determined by GEOID03.
 TF1339
 TF1339.The dynamic height is computed by dividing the NAVD 88
 TF1339.geopotential number by the normal gravity value computed on the
 TF1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1339.degrees latitude (g = 980.6199 gals.).
 TF1339
 TF1339.The modeled gravity was interpolated from observed gravity values.
 TF1339
 TF1339;                    North         East    Units  Estimated Accuracy
 TF1339;SPC ND N     -   166,430.      495,950.      MT  (+/- 180 meters Scaled)
 TF1339
 TF1339                          SUPERSEDED SURVEY CONTROL
 TF1339
 TF1339  NGVD 29 (??/??/92)  622.50   (m)         2042.3    (f) COMPUTED    1 2
 TF1339
 TF1339.Superseded values are not recommended for survey control.
 TF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1339.See file dsdata.txt to determine how the superseded data were derived.
 TF1339
 TF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU851746(NAD 83)
 TF1339_MARKER: DS = TRIANGULATION STATION DISK
 TF1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1339_STAMPING: J 11 Z 1963
 TF1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1339+STABILITY: SURFACE MOTION
 TF1339
 TF1339  HISTORY     - Date     Condition        Report By
 TF1339  HISTORY     - 1963     MONUMENTED       CGS
 TF1339
 TF1339                          STATION DESCRIPTION
 TF1339
 TF1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1339'2.55 MI SW FROM DONNYBROOK.
 TF1339'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1339'RAILROAD STATION AT DONNYBROOK, THENCE 2.4 MILES SOUTHWEST ALONG
 TF1339'COUNTY ROAD 5, 62 FEET NORTHWEST OF THE CENTER OF A ROAD JUNCTION,
 TF1339'74.4 FEET NORTH OF AND ACROSS A GRAVELED ROAD FROM J 11 Z R.M. 2, 47
 TF1339'FEET WEST OF THE CENTER LINE OF COUNTY ROAD 5, 41 FEET NORTH OF THE
 TF1339'CENTER LINE OF THE GRAVELED ROAD, 3 1/2 FEET NORTH OF A TELEPHONE
 TF1339'POLE, 3.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TF1339'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TF1339'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1340 ***********************************************************************
 TF1340  DESIGNATION -  J 11 Z RM 1
 TF1340  PID         -  TF1340
 TF1340  STATE/COUNTY-  ND/WARD
 TF1340  USGS QUAD   -  AURELIA (1980)
 TF1340
 TF1340                         *CURRENT SURVEY CONTROL
 TF1340  ___________________________________________________________________
 TF1340* NAD 83(1986)-  48 29 18.     (N)    101 54 28.     (W)     SCALED    
 TF1340* NAVD 88     -       622.617  (meters)    2042.70   (feet)  ADJUSTED  
 TF1340  ___________________________________________________________________
 TF1340  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF1340  DYNAMIC HT  -         622.730 (meters)    2043.07  (feet)  COMP
 TF1340  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TF1340
 TF1340  VERT ORDER  -  FIRST     CLASS II
 TF1340
 TF1340.The horizontal coordinates were scaled from a topographic map and have
 TF1340.an estimated accuracy of +/- 6 seconds.
 TF1340
 TF1340.The orthometric height was determined by differential leveling
 TF1340.and adjusted by the National Geodetic Survey in June 1991..
 TF1340
 TF1340.The geoid height was determined by GEOID03.
 TF1340
 TF1340.The dynamic height is computed by dividing the NAVD 88
 TF1340.geopotential number by the normal gravity value computed on the
 TF1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1340.degrees latitude (g = 980.6199 gals.).
 TF1340
 TF1340.The modeled gravity was interpolated from observed gravity values.
 TF1340
 TF1340;                    North         East    Units  Estimated Accuracy
 TF1340;SPC ND N     -   166,430.      495,950.      MT  (+/- 180 meters Scaled)
 TF1340
 TF1340                          SUPERSEDED SURVEY CONTROL
 TF1340
 TF1340  NGVD 29 (??/??/92)  622.22   (m)         2041.4    (f) COMPUTED    1 2
 TF1340
 TF1340.Superseded values are not recommended for survey control.
 TF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1340.See file dsdata.txt to determine how the superseded data were derived.
 TF1340
 TF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU851746(NAD 83)
 TF1340_MARKER: DR = REFERENCE MARK DISK
 TF1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1340_STAMPING: J 11 Z NO 1 1963
 TF1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1340+STABILITY: SURFACE MOTION
 TF1340
 TF1340  HISTORY     - Date     Condition        Report By
 TF1340  HISTORY     - 1963     MONUMENTED       CGS
 TF1340
 TF1340                          STATION DESCRIPTION
 TF1340
 TF1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1340'2.55 MI SW FROM DONNYBROOK.
 TF1340'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1340'RAILROAD STATION AT DONNYBROOK, THENCE 2.4 MILES SOUTHWEST ALONG
 TF1340'COUNTY ROAD 5, 58 FEET SOUTHWEST OF THE CENTER OF A ROAD JUNCTION,
 TF1340'74.4 FEET SOUTH OF AN ACROSS A GRAVELED ROAD FROM J 11 Z 1963, 44 FEET
 TF1340'WEST OF THE CENTER LINE OF COUNTY ROAD 5, 33 1/2 FEET SOUTH OF THE
 TF1340'CENTER LINE OF THE GRAVELED ROAD, 1 FOOT NORTH OF A FENCE CORNER,
 TF1340'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF1340'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1341 ***********************************************************************
 TF1341  DESIGNATION -  J 11 Z RM 2
 TF1341  PID         -  TF1341
 TF1341  STATE/COUNTY-  ND/WARD
 TF1341  USGS QUAD   -  AURELIA (1980)
 TF1341
 TF1341                         *CURRENT SURVEY CONTROL
 TF1341  ___________________________________________________________________
 TF1341* NAD 83(1986)-  48 29 18.     (N)    101 54 28.     (W)     SCALED    
 TF1341* NAVD 88     -       623.150  (meters)    2044.45   (feet)  ADJUSTED  
 TF1341  ___________________________________________________________________
 TF1341  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF1341  DYNAMIC HT  -         623.263 (meters)    2044.82  (feet)  COMP
 TF1341  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TF1341
 TF1341  VERT ORDER  -  FIRST     CLASS II
 TF1341
 TF1341.The horizontal coordinates were scaled from a topographic map and have
 TF1341.an estimated accuracy of +/- 6 seconds.
 TF1341
 TF1341.The orthometric height was determined by differential leveling
 TF1341.and adjusted by the National Geodetic Survey in June 1991..
 TF1341
 TF1341.The geoid height was determined by GEOID03.
 TF1341
 TF1341.The dynamic height is computed by dividing the NAVD 88
 TF1341.geopotential number by the normal gravity value computed on the
 TF1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1341.degrees latitude (g = 980.6199 gals.).
 TF1341
 TF1341.The modeled gravity was interpolated from observed gravity values.
 TF1341
 TF1341;                    North         East    Units  Estimated Accuracy
 TF1341;SPC ND N     -   166,430.      495,950.      MT  (+/- 180 meters Scaled)
 TF1341
 TF1341                          SUPERSEDED SURVEY CONTROL
 TF1341
 TF1341  NGVD 29 (??/??/92)  622.75   (m)         2043.1    (f) COMPUTED    1 2
 TF1341
 TF1341.Superseded values are not recommended for survey control.
 TF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1341.See file dsdata.txt to determine how the superseded data were derived.
 TF1341
 TF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU851746(NAD 83)
 TF1341_MARKER: DR = REFERENCE MARK DISK
 TF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1341_STAMPING: J 11 Z NO 2 1963
 TF1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1341+STABILITY: SURFACE MOTION
 TF1341
 TF1341  HISTORY     - Date     Condition        Report By
 TF1341  HISTORY     - 1963     MONUMENTED       CGS
 TF1341
 TF1341                          STATION DESCRIPTION
 TF1341
 TF1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1341'2.55 MI SW FROM DONNYBROOK.
 TF1341'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1341'RAILROAD STATION AT DONNYBROOK, THENCE 2.4 MILES SOUTHWEST ALONG
 TF1341'COUNTY ROAD 5, 195.3 FEET WEST OF J 11 Z 1963, 38 FEET NORTH OF THE
 TF1341'CENTER LINE OF A GRAVELED ROAD, 1 1/2 FEET EAST OF A TELEPHONE POLE,
 TF1341'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF1341'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0658 ***********************************************************************
 SM0658  DESIGNATION -  J 118
 SM0658  PID         -  SM0658
 SM0658  STATE/COUNTY-  ND/BENSON
 SM0658  USGS QUAD   -  HAMAR (1962)
 SM0658
 SM0658                         *CURRENT SURVEY CONTROL
 SM0658  ___________________________________________________________________
 SM0658* NAD 83(1986)-  47 50 51.     (N)    098 36 32.     (W)     SCALED    
 SM0658* NAVD 88     -       449.327  (meters)    1474.17   (feet)  ADJUSTED  
 SM0658  ___________________________________________________________________
 SM0658  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SM0658  DYNAMIC HT  -         449.393 (meters)    1474.38  (feet)  COMP
 SM0658  MODELED GRAV-     980,744.4   (mgal)                       NAVD 88
 SM0658
 SM0658  VERT ORDER  -  SECOND    CLASS 0
 SM0658
 SM0658.The horizontal coordinates were scaled from a topographic map and have
 SM0658.an estimated accuracy of +/- 6 seconds.
 SM0658
 SM0658.The orthometric height was determined by differential leveling
 SM0658.and adjusted by the National Geodetic Survey in June 1991..
 SM0658
 SM0658.The geoid height was determined by GEOID03.
 SM0658
 SM0658.The dynamic height is computed by dividing the NAVD 88
 SM0658.geopotential number by the normal gravity value computed on the
 SM0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0658.degrees latitude (g = 980.6199 gals.).
 SM0658
 SM0658.The modeled gravity was interpolated from observed gravity values.
 SM0658
 SM0658;                    North         East    Units  Estimated Accuracy
 SM0658;SPC ND N     -    95,960.      741,520.      MT  (+/- 180 meters Scaled)
 SM0658
 SM0658                          SUPERSEDED SURVEY CONTROL
 SM0658
 SM0658  NGVD 29 (??/??/92)  448.969  (m)         1472.99   (f) ADJ UNCH    2 0
 SM0658
 SM0658.Superseded values are not recommended for survey control.
 SM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0658.See file dsdata.txt to determine how the superseded data were derived.
 SM0658
 SM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT292994(NAD 83)
 SM0658_MARKER: DB = BENCH MARK DISK
 SM0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0658_STAMPING: J-118 1934
 SM0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0658+STABILITY: SURFACE MOTION
 SM0658
 SM0658  HISTORY     - Date     Condition        Report By
 SM0658  HISTORY     - 1934     MONUMENTED       CGS
 SM0658  HISTORY     - 20000510 GOOD             NDWC
 SM0658
 SM0658                          STATION DESCRIPTION
 SM0658
 SM0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0658'1.9 MI W FROM HARMAR.
 SM0658'1.9 MILES WEST OF HAMAR, SCHOOL.  ALONG THE GREAT NORTHERN RAILROAD 3
 SM0658'POLES EAST OF MILEPOST NO. 99, SET IN CONCRETE POST 6 FEET SOUTH OF
 SM0658'POLE, 34 FEET NORTH OF THE CENTERLINE OF TRACK, 40 FEET WEST OF THE
 SM0658'CENTER LINE OF GRADE CROSSING 60 FEET EAST OF POWER LINE POLE.
 SM0658
 SM0658                          STATION RECOVERY (2000)
 SM0658
 SM0658'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 SM0658'APROX. 1.9 MILES WEST OF CENTER LINE OF COUNTY ROAD NO. 4 AT HAMAR.
 SM0658'ALONG THE OLD ABANDONED GREAT NORTHERN RAILROAD BED.  SET INTO
 SM0658'CONCRETE POST 34 FEET NORTH OF CENTER LINE OF THE RAILROAD BED, 40
 SM0658'FEET WEST OF THE CENTER LINE OF GRADE CROSSING.  APPROX. 4 FEET
 SM0658'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0506 ***********************************************************************
 SN0506  DESIGNATION -  J 12
 SN0506  PID         -  SN0506
 SN0506  STATE/COUNTY-  ND/MCLEAN
 SN0506  USGS QUAD   -  COLEHARBOR (1980)
 SN0506
 SN0506                         *CURRENT SURVEY CONTROL
 SN0506  ___________________________________________________________________
 SN0506* NAD 83(1986)-  47 32 30.     (N)    101 13 26.     (W)     SCALED    
 SN0506* NAVD 88     -       578.728  (meters)    1898.71   (feet)  ADJUSTED  
 SN0506  ___________________________________________________________________
 SN0506  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 SN0506  DYNAMIC HT  -         578.776 (meters)    1898.87  (feet)  COMP
 SN0506  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 SN0506
 SN0506  VERT ORDER  -  FIRST     CLASS II
 SN0506
 SN0506.The horizontal coordinates were scaled from a topographic map and have
 SN0506.an estimated accuracy of +/- 6 seconds.
 SN0506
 SN0506.The orthometric height was determined by differential leveling
 SN0506.and adjusted by the National Geodetic Survey in June 1991..
 SN0506
 SN0506.The geoid height was determined by GEOID03.
 SN0506
 SN0506.The dynamic height is computed by dividing the NAVD 88
 SN0506.geopotential number by the normal gravity value computed on the
 SN0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0506.degrees latitude (g = 980.6199 gals.).
 SN0506
 SN0506.The modeled gravity was interpolated from observed gravity values.
 SN0506
 SN0506;                    North         East    Units  Estimated Accuracy
 SN0506;SPC ND N     -    60,480.      545,510.      MT  (+/- 180 meters Scaled)
 SN0506
 SN0506                          SUPERSEDED SURVEY CONTROL
 SN0506
 SN0506.No superseded survey control is available for this station.
 SN0506
 SN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT326677(NAD 83)
 SN0506_MARKER: DB = BENCH MARK DISK
 SN0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0506_STAMPING: J 12 1927 1897.368
 SN0506_MARK LOGO: CGS   
 SN0506_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0506+STABILITY: SURFACE MOTION
 SN0506
 SN0506  HISTORY     - Date     Condition        Report By
 SN0506  HISTORY     - 1927     MONUMENTED       CGS
 SN0506  HISTORY     - 1962     GOOD             NGS
 SN0506  HISTORY     - 1968     GOOD             DOD
 SN0506  HISTORY     - 1975     GOOD             NGS
 SN0506  HISTORY     - 1982     GOOD             NGS
 SN0506
 SN0506                          STATION DESCRIPTION
 SN0506
 SN0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0506'IN COLEHARBOR.
 SN0506'AT COLEHARBOR, 2 POLES NORTHWEST OF THE RAILROAD STATION, 222 FEET
 SN0506'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 36 FEET NORTHEAST OF
 SN0506'THE NORTHEAST RAIL OF THE MAIN TRACK, 92 FEET SOUTHWEST OF THE
 SN0506'CENTERLINE OF THE HIGHWAY, 33 FEET SOUTHEAST OF A TELEPHONE POLE, 1.9
 SN0506'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK IN THE
 SN0506'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SN0506
 SN0506                          STATION RECOVERY (1968)
 SN0506
 SN0506'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0506'RECOVERED IN GOOD CONDITION.
 SN0506
 SN0506                          STATION RECOVERY (1975)
 SN0506
 SN0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SN0506'RECOVERED IN GOOD CONDITION.
 SN0506
 SN0506                          STATION RECOVERY (1982)
 SN0506
 SN0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0506'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0506'11.9 KM (7.4 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0506'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.1 KM (0.05 MI)
 SN0506'NORTHWEST OF A PAVED ROAD CROSSING, 28.1 METERS (92.2 FT) SOUTHWEST OF
 SN0506'THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 11.0 METERS
 SN0506'(36.1 FT) NORTHEAST OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 SN0506'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 SN0506'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0919 ***********************************************************************
 SM0919  DESIGNATION -  J 121
 SM0919  PID         -  SM0919
 SM0919  STATE/COUNTY-  ND/WELLS
 SM0919  USGS QUAD   -  HAMBERG (1986)
 SM0919
 SM0919                         *CURRENT SURVEY CONTROL
 SM0919  ___________________________________________________________________
 SM0919* NAD 83(1986)-  47 45 40.     (N)    099 31 04.     (W)     SCALED    
 SM0919* NAVD 88     -       471.511  (meters)    1546.95   (feet)  ADJUSTED  
 SM0919  ___________________________________________________________________
 SM0919  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 SM0919  DYNAMIC HT  -         471.572 (meters)    1547.15  (feet)  COMP
 SM0919  MODELED GRAV-     980,726.9   (mgal)                       NAVD 88
 SM0919
 SM0919  VERT ORDER  -  SECOND    CLASS 0
 SM0919
 SM0919.The horizontal coordinates were scaled from a topographic map and have
 SM0919.an estimated accuracy of +/- 6 seconds.
 SM0919
 SM0919.The orthometric height was determined by differential leveling
 SM0919.and adjusted by the National Geodetic Survey in June 1991..
 SM0919
 SM0919.The geoid height was determined by GEOID03.
 SM0919
 SM0919.The dynamic height is computed by dividing the NAVD 88
 SM0919.geopotential number by the normal gravity value computed on the
 SM0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0919.degrees latitude (g = 980.6199 gals.).
 SM0919
 SM0919.The modeled gravity was interpolated from observed gravity values.
 SM0919
 SM0919;                    North         East    Units  Estimated Accuracy
 SM0919;SPC ND N     -    85,090.      673,630.      MT  (+/- 180 meters Scaled)
 SM0919
 SM0919                          SUPERSEDED SURVEY CONTROL
 SM0919
 SM0919  NGVD 29 (??/??/92)  471.123  (m)         1545.68   (f) ADJ UNCH    2 0
 SM0919
 SM0919.Superseded values are not recommended for survey control.
 SM0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0919.See file dsdata.txt to determine how the superseded data were derived.
 SM0919
 SM0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT611898(NAD 83)
 SM0919_MARKER: DB = BENCH MARK DISK
 SM0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0919_STAMPING: J 121 1934
 SM0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0919+STABILITY: SURFACE MOTION
 SM0919
 SM0919  HISTORY     - Date     Condition        Report By
 SM0919  HISTORY     - 1934     MONUMENTED       CGS
 SM0919  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0919
 SM0919                          STATION DESCRIPTION
 SM0919
 SM0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0919'IN HAMBERG.
 SM0919'AT HAMBERG, WELLS COUNTY, ABOUT 650 FEET WEST OF THE GREAT NORTHERN
 SM0919'RAILWAY STATION, AT MILEPOST 143, 88.2 FEET NORTH OF THE CENTERLINE OF
 SM0919'THE TRACK, 4 FEET SOUTHWEST OF A POLE, AND ABOUT 2 FEET LOWER THAN THE
 SM0919'RAIL.  A STANDARD DISK, STAMPED J 121 1934 AND SET IN THE TOP OF A
 SM0919'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0010 ***********************************************************************
 SN0010  DESIGNATION -  J 122
 SN0010  PID         -  SN0010
 SN0010  STATE/COUNTY-  ND/MCHENRY
 SN0010  USGS QUAD   -  DRAKE (1958)
 SN0010
 SN0010                         *CURRENT SURVEY CONTROL
 SN0010  ___________________________________________________________________
 SN0010* NAD 83(1986)-  47 57 23.     (N)    100 15 15.     (W)     SCALED    
 SN0010* NAVD 88     -       494.785  (meters)    1623.31   (feet)  ADJUSTED  
 SN0010  ___________________________________________________________________
 SN0010  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SN0010  DYNAMIC HT  -         494.860 (meters)    1623.55  (feet)  COMP
 SN0010  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 SN0010
 SN0010  VERT ORDER  -  SECOND    CLASS 0
 SN0010
 SN0010.The horizontal coordinates were scaled from a topographic map and have
 SN0010.an estimated accuracy of +/- 6 seconds.
 SN0010
 SN0010.The orthometric height was determined by differential leveling
 SN0010.and adjusted by the National Geodetic Survey in June 1991..
 SN0010
 SN0010.The geoid height was determined by GEOID03.
 SN0010
 SN0010.The dynamic height is computed by dividing the NAVD 88
 SN0010.geopotential number by the normal gravity value computed on the
 SN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0010.degrees latitude (g = 980.6199 gals.).
 SN0010
 SN0010.The modeled gravity was interpolated from observed gravity values.
 SN0010
 SN0010;                    North         East    Units  Estimated Accuracy
 SN0010;SPC ND N     -   106,360.      618,360.      MT  (+/- 180 meters Scaled)
 SN0010
 SN0010                          SUPERSEDED SURVEY CONTROL
 SN0010
 SN0010  NGVD 29 (??/??/92)  494.408  (m)         1622.07   (f) ADJ UNCH    2 0
 SN0010
 SN0010.Superseded values are not recommended for survey control.
 SN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0010.See file dsdata.txt to determine how the superseded data were derived.
 SN0010
 SN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU063122(NAD 83)
 SN0010_MARKER: DB = BENCH MARK DISK
 SN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0010_STAMPING: J 122 1934
 SN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0010+STABILITY: SURFACE MOTION
 SN0010
 SN0010  HISTORY     - Date     Condition        Report By
 SN0010  HISTORY     - 1934     MONUMENTED       CGS
 SN0010
 SN0010                          STATION DESCRIPTION
 SN0010
 SN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0010'2.8 MI E FROM NORFOLK.
 SN0010'2.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0010'NORFOLK, MCHENRY COUNTY, 11 POLES WEST OF MILEPOST 180, 35 FEET NORTH
 SN0010'OF THE CENTERLINE OF THE TRACK, 6 FEET SOUTHWEST OF A POLE, 4 FEET
 SN0010'LOWER THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE POST.  STAMPED J
 SN0010'122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0365 ***********************************************************************
 TF0365  DESIGNATION -  J 123
 TF0365  PID         -  TF0365
 TF0365  STATE/COUNTY-  ND/MCHENRY
 TF0365  USGS QUAD   -  NORWICH (1949)
 TF0365
 TF0365                         *CURRENT SURVEY CONTROL
 TF0365  ___________________________________________________________________
 TF0365* NAD 83(1986)-  48 11 32.     (N)    100 59 22.     (W)     SCALED    
 TF0365* NAVD 88     -       483.890  (meters)    1587.56   (feet)  ADJUSTED  
 TF0365  ___________________________________________________________________
 TF0365  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 TF0365  DYNAMIC HT  -         483.975 (meters)    1587.84  (feet)  COMP
 TF0365  MODELED GRAV-     980,772.9   (mgal)                       NAVD 88
 TF0365
 TF0365  VERT ORDER  -  SECOND    CLASS 0
 TF0365
 TF0365.The horizontal coordinates were scaled from a topographic map and have
 TF0365.an estimated accuracy of +/- 6 seconds.
 TF0365
 TF0365.The orthometric height was determined by differential leveling
 TF0365.and adjusted by the National Geodetic Survey in June 1991..
 TF0365.WARNING-Repeat measurements at this control monument indicate possible
 TF0365.vertical movement.
 TF0365
 TF0365.The geoid height was determined by GEOID03.
 TF0365
 TF0365.The dynamic height is computed by dividing the NAVD 88
 TF0365.geopotential number by the normal gravity value computed on the
 TF0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0365.degrees latitude (g = 980.6199 gals.).
 TF0365
 TF0365.The modeled gravity was interpolated from observed gravity values.
 TF0365
 TF0365;                    North         East    Units  Estimated Accuracy
 TF0365;SPC ND N     -   132,670.      563,610.      MT  (+/- 180 meters Scaled)
 TF0365
 TF0365                          SUPERSEDED SURVEY CONTROL
 TF0365
 TF0365  NGVD 29 (??/??/92)  483.517  (m)         1586.34   (f) ADJ UNCH    2 0
 TF0365
 TF0365.Superseded values are not recommended for survey control.
 TF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0365.See file dsdata.txt to determine how the superseded data were derived.
 TF0365
 TF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU521395(NAD 83)
 TF0365_MARKER: DB = BENCH MARK DISK
 TF0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0365_STAMPING: J 123 1934
 TF0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0365+STABILITY: SURFACE MOTION
 TF0365
 TF0365  HISTORY     - Date     Condition        Report By
 TF0365  HISTORY     - 1934     MONUMENTED       CGS
 TF0365  HISTORY     - 1962     GOOD             NGS
 TF0365
 TF0365                          STATION DESCRIPTION
 TF0365
 TF0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0365'8 MI SE FROM SURREY.
 TF0365'ABOUT 8 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0365'STATION AT SURREY, ABOUT 0.3 MILE SOUTHEAST OF A ROAD CROSSING AT
 TF0365'GENOA, AT MILEPOST 218, 143.5 FEET NORTHWEST OF THE MILEPOST, 68.3
 TF0365'FEET NORTHEAST OF THE NORTHEAST RAIL, 28 FEET NORTHEAST OF THE
 TF0365'NORTHEAST MOST OF TWO TELEGRAPH POLES, 29.5 FEET SOUTHWEST OF A FENCE
 TF0365'LINE, 1.2 FEET SOUTHEAST OF A WITNESS POST, 2.5 FEET BELOW THE TRACK,
 TF0365'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- 6.1
 TF0365'MILE NORTHWEST OF THE RAILROAD STATION AT SIMCOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0582 ***********************************************************************
 TF0582  DESIGNATION -  J 124
 TF0582  PID         -  TF0582
 TF0582  STATE/COUNTY-  ND/BOTTINEAU
 TF0582  USGS QUAD   -  LANSFORD SE (1949)
 TF0582
 TF0582                         *CURRENT SURVEY CONTROL
 TF0582  ___________________________________________________________________
 TF0582* NAD 83(1986)-  48 36 25.     (N)    101 20 40.     (W)     SCALED    
 TF0582* NAVD 88     -       488.294  (meters)    1602.01   (feet)  ADJUSTED  
 TF0582  ___________________________________________________________________
 TF0582  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 TF0582  DYNAMIC HT  -         488.394 (meters)    1602.34  (feet)  COMP
 TF0582  MODELED GRAV-     980,798.8   (mgal)                       NAVD 88
 TF0582
 TF0582  VERT ORDER  -  SECOND    CLASS 0
 TF0582
 TF0582.The horizontal coordinates were scaled from a topographic map and have
 TF0582.an estimated accuracy of +/- 6 seconds.
 TF0582
 TF0582.The orthometric height was determined by differential leveling
 TF0582.and adjusted by the National Geodetic Survey in June 1991..
 TF0582
 TF0582.The geoid height was determined by GEOID03.
 TF0582
 TF0582.The dynamic height is computed by dividing the NAVD 88
 TF0582.geopotential number by the normal gravity value computed on the
 TF0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0582.degrees latitude (g = 980.6199 gals.).
 TF0582
 TF0582.The modeled gravity was interpolated from observed gravity values.
 TF0582
 TF0582;                    North         East    Units  Estimated Accuracy
 TF0582;SPC ND N     -   179,010.      537,730.      MT  (+/- 180 meters Scaled)
 TF0582
 TF0582                          SUPERSEDED SURVEY CONTROL
 TF0582
 TF0582  NGVD 29 (??/??/92)  487.951  (m)         1600.89   (f) ADJ UNCH    2 0
 TF0582
 TF0582.Superseded values are not recommended for survey control.
 TF0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0582.See file dsdata.txt to determine how the superseded data were derived.
 TF0582
 TF0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU271864(NAD 83)
 TF0582_MARKER: DB = BENCH MARK DISK
 TF0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0582_STAMPING: J 124 1934
 TF0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0582+STABILITY: SURFACE MOTION
 TF0582
 TF0582  HISTORY     - Date     Condition        Report By
 TF0582  HISTORY     - 1934     MONUMENTED       CGS
 TF0582
 TF0582                          STATION DESCRIPTION
 TF0582
 TF0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0582'1.7 MI SE FROM LANSFORD.
 TF0582'1.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0582'AT LANSFORD, BOTTINEAU COUNTY, 5-1/3 POLES SOUTHEAST OF MILEPOST 33,
 TF0582'4-2/3 POLES NORTHWEST OF A NORTH-AND-SOUTH PUBLIC-ROAD CROSSING, 38
 TF0582'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 48 FEET SOUTHEAST OF A
 TF0582'POLE, 12 FEET SOUTHWEST OF A FENCE, AND 1 FOOT LOWER THAN THE TOP OF
 TF0582'THE RAIL.  A STANDARD DISK, STAMPED J 124 1934 AND SET IN THE TOP OF A
 TF0582'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0831 ***********************************************************************
 SM0831  DESIGNATION -  J 125
 SM0831  PID         -  SM0831
 SM0831  STATE/COUNTY-  ND/STUTSMAN
 SM0831  USGS QUAD   -  WOODWORTH NW (1972)
 SM0831
 SM0831                         *CURRENT SURVEY CONTROL
 SM0831  ___________________________________________________________________
 SM0831* NAD 83(1986)-  47 08 19.     (N)    099 27 15.     (W)     SCALED    
 SM0831* NAVD 88     -       579.922  (meters)    1902.63   (feet)  ADJUSTED  
 SM0831  ___________________________________________________________________
 SM0831  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 SM0831  DYNAMIC HT  -         579.952 (meters)    1902.73  (feet)  COMP
 SM0831  MODELED GRAV-     980,645.7   (mgal)                       NAVD 88
 SM0831
 SM0831  VERT ORDER  -  SECOND    CLASS 0
 SM0831
 SM0831.The horizontal coordinates were scaled from a topographic map and have
 SM0831.an estimated accuracy of +/- 6 seconds.
 SM0831
 SM0831.The orthometric height was determined by differential leveling
 SM0831.and adjusted by the National Geodetic Survey in June 1991..
 SM0831
 SM0831.The geoid height was determined by GEOID03.
 SM0831
 SM0831.The dynamic height is computed by dividing the NAVD 88
 SM0831.geopotential number by the normal gravity value computed on the
 SM0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0831.degrees latitude (g = 980.6199 gals.).
 SM0831
 SM0831.The modeled gravity was interpolated from observed gravity values.
 SM0831
 SM0831;                    North         East    Units  Estimated Accuracy
 SM0831;SPC ND S     -   164,150.      679,330.      MT  (+/- 180 meters Scaled)
 SM0831
 SM0831                          SUPERSEDED SURVEY CONTROL
 SM0831
 SM0831  NGVD 29 (??/??/92)  579.500  (m)         1901.24   (f) ADJ UNCH    2 0
 SM0831
 SM0831.Superseded values are not recommended for survey control.
 SM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0831.See file dsdata.txt to determine how the superseded data were derived.
 SM0831
 SM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT655206(NAD 83)
 SM0831_MARKER: DB = BENCH MARK DISK
 SM0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0831_STAMPING: J 125 1934
 SM0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0831+STABILITY: SURFACE MOTION
 SM0831
 SM0831  HISTORY     - Date     Condition        Report By
 SM0831  HISTORY     - 1934     MONUMENTED       CGS
 SM0831  HISTORY     - 1960     GOOD             NGS
 SM0831
 SM0831                          STATION DESCRIPTION
 SM0831
 SM0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0831'1.9 MI W FROM MARSTONMOOR.
 SM0831'1.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0831'MARSTONMOOR, STUTSMAN COUNTY, ABOUT 6 POLES WEST OF MILEPOST 28, ABOUT
 SM0831'300 FEET EAST OF A PRIVATE CROSSING, 42 FEET SOUTH OF THE CENTER LINE
 SM0831'OF THE TRACK, 6 FEET NORTHEAST OF A POLE, AND ABOUT 2 FEET LOWER THAN
 SM0831'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 125 1934 AND SET IN
 SM0831'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0092 ***********************************************************************
 SN0092  DESIGNATION -  J 126
 SN0092  PID         -  SN0092
 SN0092  STATE/COUNTY-  ND/BURLEIGH
 SN0092  USGS QUAD   -  WING (1979)
 SN0092
 SN0092                         *CURRENT SURVEY CONTROL
 SN0092  ___________________________________________________________________
 SN0092* NAD 83(1986)-  47 09 00.     (N)    100 19 31.     (W)     SCALED    
 SN0092* NAVD 88     -       600.313  (meters)    1969.53   (feet)  ADJUSTED  
 SN0092  ___________________________________________________________________
 SN0092  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 SN0092  DYNAMIC HT  -         600.333 (meters)    1969.59  (feet)  COMP
 SN0092  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 SN0092
 SN0092  VERT ORDER  -  SECOND    CLASS 0
 SN0092
 SN0092.The horizontal coordinates were scaled from a topographic map and have
 SN0092.an estimated accuracy of +/- 6 seconds.
 SN0092
 SN0092.The orthometric height was determined by differential leveling
 SN0092.and adjusted by the National Geodetic Survey in June 1991..
 SN0092
 SN0092.The geoid height was determined by GEOID03.
 SN0092
 SN0092.The dynamic height is computed by dividing the NAVD 88
 SN0092.geopotential number by the normal gravity value computed on the
 SN0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0092.degrees latitude (g = 980.6199 gals.).
 SN0092
 SN0092.The modeled gravity was interpolated from observed gravity values.
 SN0092
 SN0092;                    North         East    Units  Estimated Accuracy
 SN0092;SPC ND S     -   164,900.      613,250.      MT  (+/- 180 meters Scaled)
 SN0092
 SN0092                          SUPERSEDED SURVEY CONTROL
 SN0092
 SN0092  NGVD 29 (??/??/92)  599.886  (m)         1968.13   (f) ADJ UNCH    2 0
 SN0092
 SN0092.Superseded values are not recommended for survey control.
 SN0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0092.See file dsdata.txt to determine how the superseded data were derived.
 SN0092
 SN0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT995226(NAD 83)
 SN0092_MARKER: DB = BENCH MARK DISK
 SN0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0092_STAMPING: J 126 1934
 SN0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0092+STABILITY: SURFACE MOTION
 SN0092
 SN0092  HISTORY     - Date     Condition        Report By
 SN0092  HISTORY     - 1934     MONUMENTED       CGS
 SN0092  HISTORY     - 1957     GOOD             NGS
 SN0092
 SN0092                          STATION DESCRIPTION
 SN0092
 SN0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0092'2.2 MI W FROM WING.
 SN0092'2.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0092'WING, BURLEIGHT COUNTY, 6 POLES EAST OF MILEPOST 71, 138 FEET EAST OF
 SN0092'A PUBLIC-ROAD CROSSING, 7 FEET WEST OF THE FIRST POLE EAST OF THE
 SN0092'CROSSING, 41 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 9 FEET NORTH
 SN0092'OF A FENCE, 1 FOOT HIGHER THAN THE RAIL, AND SET IN THE TOP OF A
 SN0092'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0242 ***********************************************************************
 RR0242  DESIGNATION -  J 127
 RR0242  PID         -  RR0242
 RR0242  STATE/COUNTY-  ND/MORTON
 RR0242  USGS QUAD   -  BISMARCK (1976)
 RR0242
 RR0242                         *CURRENT SURVEY CONTROL
 RR0242  ___________________________________________________________________
 RR0242* NAD 83(1986)-  46 46 24.     (N)    100 50 53.     (W)     SCALED    
 RR0242* NAVD 88     -       505.591  (meters)    1658.76   (feet)  ADJUSTED  
 RR0242  ___________________________________________________________________
 RR0242  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RR0242  DYNAMIC HT  -         505.597 (meters)    1658.78  (feet)  COMP
 RR0242  MODELED GRAV-     980,609.9   (mgal)                       NAVD 88
 RR0242
 RR0242  VERT ORDER  -  SECOND    CLASS 0
 RR0242
 RR0242.The horizontal coordinates were scaled from a topographic map and have
 RR0242.an estimated accuracy of +/- 6 seconds.
 RR0242
 RR0242.The orthometric height was determined by differential leveling
 RR0242.and adjusted by the National Geodetic Survey in June 1991..
 RR0242
 RR0242.The geoid height was determined by GEOID03.
 RR0242
 RR0242.The dynamic height is computed by dividing the NAVD 88
 RR0242.geopotential number by the normal gravity value computed on the
 RR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0242.degrees latitude (g = 980.6199 gals.).
 RR0242
 RR0242.The modeled gravity was interpolated from observed gravity values.
 RR0242
 RR0242;                    North         East    Units  Estimated Accuracy
 RR0242;SPC ND S     -   123,070.      573,420.      MT  (+/- 180 meters Scaled)
 RR0242
 RR0242                          SUPERSEDED SURVEY CONTROL
 RR0242
 RR0242  NGVD 29 (??/??/92)  505.168  (m)         1657.37   (f) ADJ UNCH    2 0
 RR0242
 RR0242.Superseded values are not recommended for survey control.
 RR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0242.See file dsdata.txt to determine how the superseded data were derived.
 RR0242
 RR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS589816(NAD 83)
 RR0242_MARKER: DB = BENCH MARK DISK
 RR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0242_STAMPING: J-127 1934
 RR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0242+STABILITY: SURFACE MOTION
 RR0242
 RR0242  HISTORY     - Date     Condition        Report By
 RR0242  HISTORY     - 1934     MONUMENTED       CGS
 RR0242  HISTORY     - 1960     MARK NOT FOUND   NGS
 RR0242  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0242
 RR0242                          STATION DESCRIPTION
 RR0242
 RR0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0242'5.2 MI S FROM MANDAN.
 RR0242'5.2 MILES SOUTH OF DEPOT AT ALONG THE NORTHERN PACIFIC RAILROAD, 855
 RR0242'FEET SOUTH OF MILEPOLE NO. 4 AT GRADE CROSSING.  SET IN CONCRETE POST,
 RR0242'21 FEET WEST OF CENTERLINE OF TRACK, 12 FEET SOUTHEAST OF CENTERLINE
 RR0242'OF ROAD AND 0.5 FEET ABOVE TOP OF RAIL.
 RR0242
 RR0242                          STATION RECOVERY (1960)
 RR0242
 RR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RR0242'MARK NOT FOUND.
 RR0242
 RR0242                          STATION RECOVERY (1982)
 RR0242
 RR0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0121 ***********************************************************************
 RR0121  DESIGNATION -  J 128 RESET
 RR0121  PID         -  RR0121
 RR0121  STATE/COUNTY-  ND/SIOUX
 RR0121  USGS QUAD   -  CANNON BALL NW (1968)
 RR0121
 RR0121                         *CURRENT SURVEY CONTROL
 RR0121  ___________________________________________________________________
 RR0121* NAD 83(1986)-  46 23 09.     (N)    100 37 51.     (W)     SCALED    
 RR0121* NAVD 88     -       515.432  (meters)    1691.05   (feet)  ADJUSTED  
 RR0121  ___________________________________________________________________
 RR0121  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0121  DYNAMIC HT  -         515.425 (meters)    1691.02  (feet)  COMP
 RR0121  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 RR0121
 RR0121  VERT ORDER  -  SECOND    CLASS 0
 RR0121
 RR0121.The horizontal coordinates were scaled from a topographic map and have
 RR0121.an estimated accuracy of +/- 6 seconds.
 RR0121
 RR0121.The orthometric height was determined by differential leveling
 RR0121.and adjusted by the National Geodetic Survey in June 1991..
 RR0121
 RR0121.The geoid height was determined by GEOID03.
 RR0121
 RR0121.The dynamic height is computed by dividing the NAVD 88
 RR0121.geopotential number by the normal gravity value computed on the
 RR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0121.degrees latitude (g = 980.6199 gals.).
 RR0121
 RR0121.The modeled gravity was interpolated from observed gravity values.
 RR0121
 RR0121;                    North         East    Units  Estimated Accuracy
 RR0121;SPC ND S     -    79,950.      589,940.      MT  (+/- 180 meters Scaled)
 RR0121
 RR0121                          SUPERSEDED SURVEY CONTROL
 RR0121
 RR0121  NGVD 29 (??/??/92)  515.03   (m)         1689.7    (f) COMPUTED    2 0
 RR0121
 RR0121.Superseded values are not recommended for survey control.
 RR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0121.See file dsdata.txt to determine how the superseded data were derived.
 RR0121
 RR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS746382(NAD 83)
 RR0121_MARKER: DB = BENCH MARK DISK
 RR0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0121_STAMPING: J 128 1934 RESET 1945
 RR0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0121+STABILITY: SURFACE MOTION
 RR0121
 RR0121  HISTORY     - Date     Condition        Report By
 RR0121  HISTORY     - 1945     MONUMENTED       CGS
 RR0121  HISTORY     - 1965     GOOD             NGS
 RR0121
 RR0121                          STATION DESCRIPTION
 RR0121
 RR0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 RR0121'3.4 MI SW FROM CANNON BALL.
 RR0121'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0121'RAILWAY STATION AT CANNON BALL, SIOUX COUNTY, AT THE NORTHWEST CORNER
 RR0121'OF A ROAD INTERSECTION, 40 FEET NORTH OF THE CENTER LINE OF THE
 RR0121'HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 1 FOOT
 RR0121'SOUTH OF A FENCE LINE, AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.
 RR0121'A STANDARD DISK, STAMPED J 128 1934 RESET 1945 AND SET IN THE TOP OF
 RR0121'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0174 ***********************************************************************
 RR0174  DESIGNATION -  J 129
 RR0174  PID         -  RR0174
 RR0174  STATE/COUNTY-  ND/SIOUX
 RR0174  USGS QUAD   -  SELFRIDGE (1971)
 RR0174
 RR0174                         *CURRENT SURVEY CONTROL
 RR0174  ___________________________________________________________________
 RR0174* NAD 83(1986)-  46 02 42.     (N)    100 54 58.     (W)     SCALED    
 RR0174* NAVD 88     -       674.515  (meters)    2212.97   (feet)  ADJUSTED  
 RR0174  ___________________________________________________________________
 RR0174  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RR0174  DYNAMIC HT  -         674.467 (meters)    2212.81  (feet)  COMP
 RR0174  MODELED GRAV-     980,521.8   (mgal)                       NAVD 88
 RR0174
 RR0174  VERT ORDER  -  SECOND    CLASS 0
 RR0174
 RR0174.The horizontal coordinates were scaled from a topographic map and have
 RR0174.an estimated accuracy of +/- 6 seconds.
 RR0174
 RR0174.The orthometric height was determined by differential leveling
 RR0174.and adjusted by the National Geodetic Survey in June 1991..
 RR0174
 RR0174.The geoid height was determined by GEOID03.
 RR0174
 RR0174.The dynamic height is computed by dividing the NAVD 88
 RR0174.geopotential number by the normal gravity value computed on the
 RR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0174.degrees latitude (g = 980.6199 gals.).
 RR0174
 RR0174.The modeled gravity was interpolated from observed gravity values.
 RR0174
 RR0174;                    North         East    Units  Estimated Accuracy
 RR0174;SPC ND S     -    42,140.      567,790.      MT  (+/- 180 meters Scaled)
 RR0174
 RR0174                          SUPERSEDED SURVEY CONTROL
 RR0174
 RR0174  NGVD 29 (??/??/92)  674.093  (m)         2211.59   (f) ADJ UNCH    2 0
 RR0174
 RR0174.Superseded values are not recommended for survey control.
 RR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0174.See file dsdata.txt to determine how the superseded data were derived.
 RR0174
 RR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS517008(NAD 83)
 RR0174_MARKER: DB = BENCH MARK DISK
 RR0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0174_STAMPING: J 129 1934
 RR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0174+STABILITY: SURFACE MOTION
 RR0174
 RR0174  HISTORY     - Date     Condition        Report By
 RR0174  HISTORY     - 1934     MONUMENTED       CGS
 RR0174  HISTORY     - 1956     GOOD             NGS
 RR0174
 RR0174                          STATION DESCRIPTION
 RR0174
 RR0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0174'0.6 MI NE FROM SELFRIDGE.
 RR0174'0.6 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE CHICAGO, MILWAUKEE,
 RR0174'ST. PAUL AND PACIFIC RAILROAD STATION AT SELFRIDGE, SIOUX COUNTY, AT
 RR0174'THE JUNCTION OF STATE HIGHWAY 6, 50 FEET WEST OF THE EAST POINT OF THE
 RR0174'TRIANGLE, AT THE SOUTHEAST CORNER OF A CEMETERY, ABOUT 75 FEET NORTH
 RR0174'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF A FENCE CORNER, AND
 RR0174'NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED J 129 1934
 RR0174'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0377 ***********************************************************************
 RR0377  DESIGNATION -  J 130
 RR0377  PID         -  RR0377
 RR0377  STATE/COUNTY-  ND/MORTON
 RR0377  USGS QUAD   -  FLASHER (1980)
 RR0377
 RR0377                         *CURRENT SURVEY CONTROL
 RR0377  ___________________________________________________________________
 RR0377* NAD 83(1986)-  46 25 19.     (N)    101 10 26.     (W)     SCALED    
 RR0377* NAVD 88     -       565.530  (meters)    1855.41   (feet)  ADJUSTED  
 RR0377  ___________________________________________________________________
 RR0377  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 RR0377  DYNAMIC HT  -         565.515 (meters)    1855.36  (feet)  COMP
 RR0377  MODELED GRAV-     980,570.0   (mgal)                       NAVD 88
 RR0377
 RR0377  VERT ORDER  -  SECOND    CLASS 0
 RR0377
 RR0377.The horizontal coordinates were scaled from a topographic map and have
 RR0377.an estimated accuracy of +/- 6 seconds.
 RR0377
 RR0377.The orthometric height was determined by differential leveling
 RR0377.and adjusted by the National Geodetic Survey in June 1991..
 RR0377
 RR0377.The geoid height was determined by GEOID03.
 RR0377
 RR0377.The dynamic height is computed by dividing the NAVD 88
 RR0377.geopotential number by the normal gravity value computed on the
 RR0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0377.degrees latitude (g = 980.6199 gals.).
 RR0377
 RR0377.The modeled gravity was interpolated from observed gravity values.
 RR0377
 RR0377;                    North         East    Units  Estimated Accuracy
 RR0377;SPC ND S     -    84,180.      548,200.      MT  (+/- 180 meters Scaled)
 RR0377
 RR0377                          SUPERSEDED SURVEY CONTROL
 RR0377
 RR0377  NGVD 29 (??/??/92)  565.080  (m)         1853.93   (f) ADJ UNCH    2 0
 RR0377
 RR0377.Superseded values are not recommended for survey control.
 RR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0377.See file dsdata.txt to determine how the superseded data were derived.
 RR0377
 RR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS329432(NAD 83)
 RR0377_MARKER: DB = BENCH MARK DISK
 RR0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0377_STAMPING: 1853.894 J-130 1934
 RR0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0377+STABILITY: SURFACE MOTION
 RR0377
 RR0377  HISTORY     - Date     Condition        Report By
 RR0377  HISTORY     - 1934     MONUMENTED       CGS
 RR0377  HISTORY     - 1975     GOOD             USGS
 RR0377
 RR0377                          STATION DESCRIPTION
 RR0377
 RR0377'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0377'1.0 MI W FROM GALL.
 RR0377'3.4 MILES EAST ALONG DISMANTLED RAILROAD FROM FLASHER.  53 FT. NORTH,
 RR0377'28 FT. EAST AND 0.5 FT. LOWER THAN GRADE CROSSING AT DISMANTLED
 RR0377'RAILROAD AND FIELD ROAD, 55 FT. NORTH OF OLD RAILROAD GRADE, 2.7 FT.
 RR0377'SOUTH OF STEEL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 RR0377'PROJECTING 0.4 FT. ABOVE GROUND, A STANDARD DISK STAMPED 1853.894,
 RR0377'J-130, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0100 ***********************************************************************
 RS0100  DESIGNATION -  J 14
 RS0100  PID         -  RS0100
 RS0100  STATE/COUNTY-  ND/STARK
 RS0100  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0100
 RS0100                         *CURRENT SURVEY CONTROL
 RS0100  ___________________________________________________________________
 RS0100* NAD 83(1986)-  46 52 46.     (N)    102 47 20.     (W)     SCALED    
 RS0100* NAVD 88     -       737.156  (meters)    2418.49   (feet)  ADJUSTED  
 RS0100  ___________________________________________________________________
 RS0100  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RS0100  DYNAMIC HT  -         737.159 (meters)    2418.50  (feet)  COMP
 RS0100  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 RS0100
 RS0100  VERT ORDER  -  FIRST     CLASS II
 RS0100
 RS0100.The horizontal coordinates were scaled from a topographic map and have
 RS0100.an estimated accuracy of +/- 6 seconds.
 RS0100
 RS0100.The orthometric height was determined by differential leveling
 RS0100.and adjusted by the National Geodetic Survey in June 1991..
 RS0100
 RS0100.The geoid height was determined by GEOID03.
 RS0100
 RS0100.The dynamic height is computed by dividing the NAVD 88
 RS0100.geopotential number by the normal gravity value computed on the
 RS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0100.degrees latitude (g = 980.6199 gals.).
 RS0100
 RS0100.The modeled gravity was interpolated from observed gravity values.
 RS0100
 RS0100;                    North         East    Units  Estimated Accuracy
 RS0100;SPC ND S     -   137,350.      425,560.      MT  (+/- 180 meters Scaled)
 RS0100
 RS0100                          SUPERSEDED SURVEY CONTROL
 RS0100
 RS0100  NGVD 29 (??/??/92)  736.621  (m)         2416.73   (f) ADJ UNCH    1 2
 RS0100
 RS0100.Superseded values are not recommended for survey control.
 RS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0100.See file dsdata.txt to determine how the superseded data were derived.
 RS0100
 RS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM684941(NAD 83)
 RS0100_MARKER: DB = BENCH MARK DISK
 RS0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0100_SP_SET: BUILDING
 RS0100_STAMPING: J 14 1931 2416.019
 RS0100_MARK LOGO: CGS   
 RS0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0100
 RS0100  HISTORY     - Date     Condition        Report By
 RS0100  HISTORY     - 1931     MONUMENTED       CGS
 RS0100  HISTORY     - 1934     GOOD             NGS
 RS0100  HISTORY     - 1982     GOOD             NGS
 RS0100
 RS0100                          STATION DESCRIPTION
 RS0100
 RS0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0100'IN DICKINSON.
 RS0100'AT DICKINSON, STARK COUNTY, IN THE EAST FACE OF THE CITY HALL, 3 FEET
 RS0100'NORTH OF THE SOUTHEAST CORNER, AND 4-1/2 FEET ABOVE THE SIDEWALK.  A
 RS0100'STANDARD DISK, STAMPED 2416.731 J 14 1931 AND SET VERTICALLY.
 RS0100
 RS0100                          STATION RECOVERY (1982)
 RS0100
 RS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0100'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RS0100'IN DICKINSON, AT THE INTERSECTION OF FIRST STREET WEST AND SECOND
 RS0100'AVENUE WEST, SET VERTICALLY IN THE EAST FACE OF THE POLICE AND FIRE
 RS0100'DEPARTMENT BUILDING, 62.2 METERS (204.1 FT) SOUTH OF THE CENTER OF THE
 RS0100'STREET, 10.1 METERS (33.1 FT) WEST OF THE CENTER OF THE AVENUE AND 0.8
 RS0100'METER (2.6 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 RS0100'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0382 ***********************************************************************
 RQ0382  DESIGNATION -  J 16
 RQ0382  PID         -  RQ0382
 RQ0382  STATE/COUNTY-  ND/KIDDER
 RQ0382  USGS QUAD   -  STEELE (1975)
 RQ0382
 RQ0382                         *CURRENT SURVEY CONTROL
 RQ0382  ___________________________________________________________________
 RQ0382* NAD 83(1986)-  46 50 56.     (N)    099 59 36.     (W)     SCALED    
 RQ0382* NAVD 88     -       560.473  (meters)    1838.82   (feet)  ADJUSTED  
 RQ0382  ___________________________________________________________________
 RQ0382  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 RQ0382  DYNAMIC HT  -         560.484 (meters)    1838.85  (feet)  COMP
 RQ0382  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 RQ0382
 RQ0382  VERT ORDER  -  FIRST     CLASS II
 RQ0382
 RQ0382.The horizontal coordinates were scaled from a topographic map and have
 RQ0382.an estimated accuracy of +/- 6 seconds.
 RQ0382
 RQ0382.The orthometric height was determined by differential leveling
 RQ0382.and adjusted by the National Geodetic Survey in June 1991..
 RQ0382.WARNING-Repeat measurements at this control monument indicate possible
 RQ0382.vertical movement.
 RQ0382
 RQ0382.The geoid height was determined by GEOID03.
 RQ0382
 RQ0382.The dynamic height is computed by dividing the NAVD 88
 RQ0382.geopotential number by the normal gravity value computed on the
 RQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0382.degrees latitude (g = 980.6199 gals.).
 RQ0382
 RQ0382.The modeled gravity was interpolated from observed gravity values.
 RQ0382
 RQ0382;                    North         East    Units  Estimated Accuracy
 RQ0382;SPC ND S     -   131,540.      638,640.      MT  (+/- 180 meters Scaled)
 RQ0382
 RQ0382                          SUPERSEDED SURVEY CONTROL
 RQ0382
 RQ0382  NGVD 29 (??/??/92)  560.048  (m)         1837.42   (f) ADJ UNCH    1 2
 RQ0382
 RQ0382.Superseded values are not recommended for survey control.
 RQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0382.See file dsdata.txt to determine how the superseded data were derived.
 RQ0382
 RQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS242888(NAD 83)
 RQ0382_MARKER: DB = BENCH MARK DISK
 RQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0382_STAMPING: 1837.424 J 16 1931
 RQ0382_MARK LOGO: CGS   
 RQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0382+STABILITY: SURFACE MOTION
 RQ0382
 RQ0382  HISTORY     - Date     Condition        Report By
 RQ0382  HISTORY     - 1931     MONUMENTED       CGS
 RQ0382  HISTORY     - 1954     GOOD             NGS
 RQ0382  HISTORY     - 1982     GOOD             NGS
 RQ0382
 RQ0382                          STATION DESCRIPTION
 RQ0382
 RQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RQ0382'3.75 MI W FROM STEELE.
 RQ0382'3-3/4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM STEELE,
 RQ0382'KIDDER COUNTY, ABOUT 1/4 MILE EAST OF MILEPOST 155, ABOUT 196 FEET
 RQ0382'NORTHEAST OF THE CENTER OF A ROAD CROSSING, ABOUT 135 FEET NORTH OF
 RQ0382'THE NORTH RAIL, ABOUT 123 FEET EAST OF THE CENTER LINE OF THE ROAD, 63
 RQ0382'FEET SOUTH OF THE RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET EAST OF THE
 RQ0382'FENCE.  A STANDARD DISK, STAMPED 1837.424 J 16 1931 AND SET IN THE TOP
 RQ0382'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RQ0382
 RQ0382                          STATION RECOVERY (1982)
 RQ0382
 RQ0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0382'RECOVERED THIS DATE.  NOTE, RIGHT OF WAY FENCE HAS BEEN REMOVED.
 RQ0382'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0261 ***********************************************************************
 RQ0261  DESIGNATION -  J 17
 RQ0261  PID         -  RQ0261
 RQ0261  STATE/COUNTY-  ND/STUTSMAN
 RQ0261  USGS QUAD   -  JAMESTOWN (1990)
 RQ0261
 RQ0261                         *CURRENT SURVEY CONTROL
 RQ0261  ___________________________________________________________________
 RQ0261* NAD 83(1986)-  46 57 01.     (N)    098 44 57.     (W)     SCALED    
 RQ0261* NAVD 88     -       456.889  (meters)    1498.98   (feet)  ADJUSTED  
 RQ0261  ___________________________________________________________________
 RQ0261  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RQ0261  DYNAMIC HT  -         456.911 (meters)    1499.05  (feet)  COMP
 RQ0261  MODELED GRAV-     980,645.9   (mgal)                       NAVD 88
 RQ0261
 RQ0261  VERT ORDER  -  FIRST     CLASS II
 RQ0261
 RQ0261.The horizontal coordinates were scaled from a topographic map and have
 RQ0261.an estimated accuracy of +/- 6 seconds.
 RQ0261
 RQ0261.The orthometric height was determined by differential leveling
 RQ0261.and adjusted by the National Geodetic Survey in June 1991..
 RQ0261
 RQ0261.The geoid height was determined by GEOID03.
 RQ0261
 RQ0261.The dynamic height is computed by dividing the NAVD 88
 RQ0261.geopotential number by the normal gravity value computed on the
 RQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0261.degrees latitude (g = 980.6199 gals.).
 RQ0261
 RQ0261.The modeled gravity was interpolated from observed gravity values.
 RQ0261
 RQ0261;                    North         East    Units  Estimated Accuracy
 RQ0261;SPC ND S     -   144,170.      733,270.      MT  (+/- 180 meters Scaled)
 RQ0261
 RQ0261                          SUPERSEDED SURVEY CONTROL
 RQ0261
 RQ0261  NGVD 29 (??/??/92)  456.501  (m)         1497.70   (f) ADJ UNCH    1 2
 RQ0261
 RQ0261.Superseded values are not recommended for survey control.
 RQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0261.See file dsdata.txt to determine how the superseded data were derived.
 RQ0261
 RQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS190996(NAD 83)
 RQ0261_MARKER: DB = BENCH MARK DISK
 RQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0261+STABILITY: SURFACE MOTION
 RQ0261
 RQ0261  HISTORY     - Date     Condition        Report By
 RQ0261  HISTORY     - UNK      MONUMENTED       CGS
 RQ0261  HISTORY     - 1960     GOOD             NGS
 RQ0261  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0261
 RQ0261                          STATION DESCRIPTION
 RQ0261
 RQ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0261'3.25 MI N FROM JAMESTOWN.
 RQ0261'3-1/4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM JAMESTOWN,
 RQ0261'140 FEET NORTH OF A ROAD CROSSING, 38-1/2 FEET EAST OF THE CENTERLINE
 RQ0261'OF THE TRACK, 34 FEET NORTHEAST OF THE FIRST POLE NORTH OF THE
 RQ0261'CROSSING, AND 5 FEET EAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 RQ0261'J 17 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-1/2
 RQ0261'INCHES ABOVE GROUND.  SW 1/4 SEC. 10, T. 140 N., R. 64 W. NOTE-- THE
 RQ0261'MARK IS NOW ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 RQ0261
 RQ0261                          STATION RECOVERY (1982)
 RQ0261
 RQ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0261'NOT RECOVERED, PROBABLY DESTROYED BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0130 ***********************************************************************
 TF0130  DESIGNATION -  J 170
 TF0130  PID         -  TF0130
 TF0130  STATE/COUNTY-  ND/BOTTINEAU
 TF0130  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0130
 TF0130                         *CURRENT SURVEY CONTROL
 TF0130  ___________________________________________________________________
 TF0130* NAD 83(1986)-  48 58 47.     (N)    100 17 52.     (W)     SCALED    
 TF0130* NAVD 88     -       673.287  (meters)    2208.94   (feet)  ADJUSTED  
 TF0130  ___________________________________________________________________
 TF0130  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF0130  DYNAMIC HT  -         673.440 (meters)    2209.44  (feet)  COMP
 TF0130  MODELED GRAV-     980,815.1   (mgal)                       NAVD 88
 TF0130
 TF0130  VERT ORDER  -  SECOND    CLASS 0
 TF0130
 TF0130.The horizontal coordinates were scaled from a topographic map and have
 TF0130.an estimated accuracy of +/- 6 seconds.
 TF0130
 TF0130.The orthometric height was determined by differential leveling
 TF0130.and adjusted by the National Geodetic Survey in June 1991..
 TF0130
 TF0130.The geoid height was determined by GEOID03.
 TF0130
 TF0130.The dynamic height is computed by dividing the NAVD 88
 TF0130.geopotential number by the normal gravity value computed on the
 TF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0130.degrees latitude (g = 980.6199 gals.).
 TF0130
 TF0130.The modeled gravity was interpolated from observed gravity values.
 TF0130
 TF0130;                    North         East    Units  Estimated Accuracy
 TF0130;SPC ND N     -   220,140.      614,800.      MT  (+/- 180 meters Scaled)
 TF0130
 TF0130                          SUPERSEDED SURVEY CONTROL
 TF0130
 TF0130  NGVD 29 (??/??/92)  672.878  (m)         2207.60   (f) ADJ UNCH    2 0
 TF0130
 TF0130.Superseded values are not recommended for survey control.
 TF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0130.See file dsdata.txt to determine how the superseded data were derived.
 TF0130
 TF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV050260(NAD 83)
 TF0130_MARKER: DB = BENCH MARK DISK
 TF0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0130_STAMPING: J 170 1935
 TF0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0130+STABILITY: SURFACE MOTION
 TF0130
 TF0130  HISTORY     - Date     Condition        Report By
 TF0130  HISTORY     - 1935     MONUMENTED       CGS
 TF0130  HISTORY     - 1970     GOOD             NDSU
 TF0130
 TF0130                          STATION DESCRIPTION
 TF0130
 TF0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0130'1.9 MI E FROM METIGOSHE PARK.
 TF0130'1.9 MILES EAST ALONG THE WILLOW LAKE ROAD FROM THE M. WOODS HOUSE AT
 TF0130'METIGOSHE PARK, BOTTINEAU COUNTY, 60 YARDS NORTH OF THE SOUTHWEST
 TF0130'CORNER OF THE SOUTHEAST QUARTER OF SECTION 31, T. 164 N., R. 74 W.,
 TF0130'26.7 FEET EAST OF THE CENTER OF THE ROAD, 20.5 FEET NORTH OF THE
 TF0130'CENTER OF THE NORTH GATE TO THE HENRY KLEBE FARMYARD, AND 6.2 FEET
 TF0130'EAST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED J 170 1935
 TF0130'AND SET IN THE TOP OF A CONCRETE POST.
 TF0130
 TF0130                          STATION RECOVERY (1970)
 TF0130
 TF0130'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0104 ***********************************************************************
 TF0104  DESIGNATION -  J 171
 TF0104  PID         -  TF0104
 TF0104  STATE/COUNTY-  ND/BOTTINEAU
 TF0104  USGS QUAD   -  LORDS LAKE (1955)
 TF0104
 TF0104                         *CURRENT SURVEY CONTROL
 TF0104  ___________________________________________________________________
 TF0104* NAD 83(1986)-  48 49 13.     (N)    100 14 57.     (W)     SCALED    
 TF0104* NAVD 88     -       535.517  (meters)    1756.94   (feet)  ADJUSTED  
 TF0104  ___________________________________________________________________
 TF0104  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TF0104  DYNAMIC HT  -         535.648 (meters)    1757.37  (feet)  COMP
 TF0104  MODELED GRAV-     980,835.9   (mgal)                       NAVD 88
 TF0104
 TF0104  VERT ORDER  -  SECOND    CLASS 0
 TF0104
 TF0104.The horizontal coordinates were scaled from a topographic map and have
 TF0104.an estimated accuracy of +/- 6 seconds.
 TF0104
 TF0104.The orthometric height was determined by differential leveling
 TF0104.and adjusted by the National Geodetic Survey in June 1991..
 TF0104
 TF0104.The geoid height was determined by GEOID03.
 TF0104
 TF0104.The dynamic height is computed by dividing the NAVD 88
 TF0104.geopotential number by the normal gravity value computed on the
 TF0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0104.degrees latitude (g = 980.6199 gals.).
 TF0104
 TF0104.The modeled gravity was interpolated from observed gravity values.
 TF0104
 TF0104;                    North         East    Units  Estimated Accuracy
 TF0104;SPC ND N     -   202,420.      618,420.      MT  (+/- 180 meters Scaled)
 TF0104
 TF0104                          SUPERSEDED SURVEY CONTROL
 TF0104
 TF0104  NGVD 29 (??/??/92)  535.133  (m)         1755.68   (f) ADJ UNCH    2 0
 TF0104
 TF0104.Superseded values are not recommended for survey control.
 TF0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0104.See file dsdata.txt to determine how the superseded data were derived.
 TF0104
 TF0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV083082(NAD 83)
 TF0104_MARKER: DB = BENCH MARK DISK
 TF0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0104_STAMPING: J 171 1935
 TF0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0104+STABILITY: SURFACE MOTION
 TF0104
 TF0104  HISTORY     - Date     Condition        Report By
 TF0104  HISTORY     - 1935     MONUMENTED       CGS
 TF0104  HISTORY     - 1953     GOOD             NGS
 TF0104  HISTORY     - 1970     GOOD             NDSU
 TF0104
 TF0104                          STATION DESCRIPTION
 TF0104
 TF0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TF0104'8.8 MI N FROM OMEMEE.
 TF0104'8.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0104'STATION AT OMEMEE, BOTTINEAU COUNTY, 4.0 MILES EAST ALONG STATE
 TF0104'HIGHWAY 5.  100 FEET SOUTHWEST OF THE CORNER COMMON TO SECTIONS 27,
 TF0104'28, 33 AND 34, T. 162 N., R. 74 W., 75 FEET SOUTHWEST OF THE FRED PEAT
 TF0104'MAIL BOX, 38 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 TF0104'NORTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED J 171 1935
 TF0104'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 17 FT S OF FENCE. NO
 TF0104'MAIL BOX.
 TF0104
 TF0104                          STATION RECOVERY (1970)
 TF0104
 TF0104'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1512 ***********************************************************************
 TE1512  DESIGNATION -  J 172
 TE1512  PID         -  TE1512
 TE1512  STATE/COUNTY-  ND/ROLETTE
 TE1512  USGS QUAD   -  LAKE UPSILON SW (1955)
 TE1512
 TE1512                         *CURRENT SURVEY CONTROL
 TE1512  ___________________________________________________________________
 TE1512* NAD 83(1986)-  48 46 33.     (N)    099 55 14.     (W)     SCALED    
 TE1512* NAVD 88     -       516.665  (meters)    1695.09   (feet)  POSTED    
 TE1512  ___________________________________________________________________
 TE1512  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TE1512  DYNAMIC HT  -         516.790 (meters)    1695.50  (feet)  COMP
 TE1512  MODELED GRAV-     980,837.2   (mgal)                       NAVD 88
 TE1512
 TE1512  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1512
 TE1512.The horizontal coordinates were scaled from a topographic map and have
 TE1512.an estimated accuracy of +/- 6 seconds.
 TE1512
 TE1512.The orthometric height was determined by differential leveling
 TE1512.and adjusted by the National Geodetic Survey in 1992..
 TE1512.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1512.rate of 0.0 thru 1.0 mm/km.
 TE1512
 TE1512.The geoid height was determined by GEOID03.
 TE1512
 TE1512.The dynamic height is computed by dividing the NAVD 88
 TE1512.geopotential number by the normal gravity value computed on the
 TE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1512.degrees latitude (g = 980.6199 gals.).
 TE1512
 TE1512.The modeled gravity was interpolated from observed gravity values.
 TE1512
 TE1512;                    North         East    Units  Estimated Accuracy
 TE1512;SPC ND N     -   197,610.      642,590.      MT  (+/- 180 meters Scaled)
 TE1512
 TE1512                          SUPERSEDED SURVEY CONTROL
 TE1512
 TE1512  NGVD 29 (??/??/92)  516.284  (m)         1693.84   (f) ADJ UNCH    2 0
 TE1512
 TE1512.Superseded values are not recommended for survey control.
 TE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1512.See file dsdata.txt to determine how the superseded data were derived.
 TE1512
 TE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV323029(NAD 83)
 TE1512_MARKER: DB = BENCH MARK DISK
 TE1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1512_STAMPING: J-172 1935
 TE1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1512+STABILITY: SURFACE MOTION
 TE1512
 TE1512  HISTORY     - Date     Condition        Report By
 TE1512  HISTORY     - 1935     MONUMENTED       CGS
 TE1512  HISTORY     - 1966     MARK NOT FOUND   USGS
 TE1512
 TE1512                          STATION DESCRIPTION
 TE1512
 TE1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1512'9.0 MI SE FROM DUNSEITH.
 TE1512'6 MILES EAST AND 3 MILES SOUTH OF, ALONG EAST-WEST SECTION LINE, FROM
 TE1512'RAILWAY STATION AT INTERSECTION WITH NORTH-SOUTH TOWNSHIP LINE ROAD.
 TE1512'ABOUT 170 FEET WEST OF SECTION CORNER COMMON TO SECTIONS 12, 13, T 161
 TE1512'N, R 72 W, AND 7, 18 OF T 161, R 71 W.  28 FEET SOUTH OF ROAD
 TE1512'CENTERLINE.  1 FT. NORTH OF PROPERTY-LINE FENCE.  TABLET SET IN
 TE1512'PRECAST CONCRETE POST.
 TE1512
 TE1512                          STATION RECOVERY (1966)
 TE1512
 TE1512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TE1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1508 ***********************************************************************
 TE1508  DESIGNATION -  J 173
 TE1508  PID         -  TE1508
 TE1508  STATE/COUNTY-  ND/ROLETTE
 TE1508  USGS QUAD   -  BELCOURT (1968)
 TE1508
 TE1508                         *CURRENT SURVEY CONTROL
 TE1508  ___________________________________________________________________
 TE1508* NAD 83(1986)-  48 48 22.     (N)    099 44 43.     (W)     SCALED    
 TE1508* NAVD 88     -       566.041  (meters)    1857.09   (feet)  ADJUSTED  
 TE1508  ___________________________________________________________________
 TE1508  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 TE1508  DYNAMIC HT  -         566.172 (meters)    1857.52  (feet)  COMP
 TE1508  MODELED GRAV-     980,824.4   (mgal)                       NAVD 88
 TE1508
 TE1508  VERT ORDER  -  SECOND    CLASS 0
 TE1508
 TE1508.The horizontal coordinates were scaled from a topographic map and have
 TE1508.an estimated accuracy of +/- 6 seconds.
 TE1508
 TE1508.The orthometric height was determined by differential leveling
 TE1508.and adjusted by the National Geodetic Survey in June 1991..
 TE1508
 TE1508.The geoid height was determined by GEOID03.
 TE1508
 TE1508.The dynamic height is computed by dividing the NAVD 88
 TE1508.geopotential number by the normal gravity value computed on the
 TE1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1508.degrees latitude (g = 980.6199 gals.).
 TE1508
 TE1508.The modeled gravity was interpolated from observed gravity values.
 TE1508
 TE1508;                    North         East    Units  Estimated Accuracy
 TE1508;SPC ND N     -   201,090.      655,440.      MT  (+/- 180 meters Scaled)
 TE1508
 TE1508                          SUPERSEDED SURVEY CONTROL
 TE1508
 TE1508  NGVD 29 (??/??/92)  565.65   (m)         1855.8    (f) COMPUTED    2 0
 TE1508
 TE1508.Superseded values are not recommended for survey control.
 TE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1508.See file dsdata.txt to determine how the superseded data were derived.
 TE1508
 TE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV452061(NAD 83)
 TE1508_MARKER: Z = SEE DESCRIPTION
 TE1508_SETTING: 0 = UNSPECIFIED SETTING
 TE1508_STAMPING: J-173 1935
 TE1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1508
 TE1508  HISTORY     - Date     Condition        Report By
 TE1508  HISTORY     - 1935     MONUMENTED       CGS
 TE1508  HISTORY     - 1940     GOOD             NGS
 TE1508  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 TE1508
 TE1508                          STATION DESCRIPTION
 TE1508
 TE1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1508'2.5 MI S FROM BELCOURT.
 TE1508'2.5 MILE SOUTH OF BELCOURT, ALONG NORTH-SOUTH SECTION LINE ROAD, FROM
 TE1508'TURTLE MOUNTAIN INDIAN SCHOOL.  ABOUT 375 FEET NORTH OF A SECTION
 TE1508'CORNER COMMON TO SECTIONS 4 AND 5 OF R. 70 W., T. 161 N. AND 32 AND 33
 TE1508'OF R. 70 W., T. 162 N., 40 FEET WEST OF CENTER-LINE OF ROAD, 2 FEET
 TE1508'WEST OF FENCE LINE, ON THE SOUTH SLOPE OF A SMALL KNOLL, 1 FOOT WEST
 TE1508'OF A WHITE MARKER STENCILED U.S.B.M.
 TE1508
 TE1508                          STATION RECOVERY (1954)
 TE1508
 TE1508'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 TE1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1537 ***********************************************************************
 TE1537  DESIGNATION -  J 175
 TE1537  PID         -  TE1537
 TE1537  STATE/COUNTY-  ND/ROLETTE
 TE1537  USGS QUAD   -  SAINT JOHN (1969)
 TE1537
 TE1537                         *CURRENT SURVEY CONTROL
 TE1537  ___________________________________________________________________
 TE1537* NAD 83(1986)-  48 59 54.     (N)    099 39 30.     (W)     SCALED    
 TE1537* NAVD 88     -       559.319  (meters)    1835.03   (feet)  ADJUSTED  
 TE1537  ___________________________________________________________________
 TE1537  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TE1537  DYNAMIC HT  -         559.462 (meters)    1835.50  (feet)  COMP
 TE1537  MODELED GRAV-     980,847.7   (mgal)                       NAVD 88
 TE1537
 TE1537  VERT ORDER  -  SECOND    CLASS 0
 TE1537
 TE1537.The horizontal coordinates were scaled from a topographic map and have
 TE1537.an estimated accuracy of +/- 6 seconds.
 TE1537
 TE1537.The orthometric height was determined by differential leveling
 TE1537.and adjusted by the National Geodetic Survey in June 1991..
 TE1537
 TE1537.The geoid height was determined by GEOID03.
 TE1537
 TE1537.The dynamic height is computed by dividing the NAVD 88
 TE1537.geopotential number by the normal gravity value computed on the
 TE1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1537.degrees latitude (g = 980.6199 gals.).
 TE1537
 TE1537.The modeled gravity was interpolated from observed gravity values.
 TE1537
 TE1537;                    North         East    Units  Estimated Accuracy
 TE1537;SPC ND N     -   222,530.      661,590.      MT  (+/- 180 meters Scaled)
 TE1537
 TE1537                          SUPERSEDED SURVEY CONTROL
 TE1537
 TE1537  NGVD 29 (??/??/92)  558.894  (m)         1833.64   (f) ADJ UNCH    2 0
 TE1537
 TE1537.Superseded values are not recommended for survey control.
 TE1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1537.See file dsdata.txt to determine how the superseded data were derived.
 TE1537
 TE1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV518274(NAD 83)
 TE1537_MARKER: DB = BENCH MARK DISK
 TE1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1537_SP_SET: BUILDING
 TE1537_STAMPING: J-175 1935
 TE1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1537
 TE1537  HISTORY     - Date     Condition        Report By
 TE1537  HISTORY     - 1935     MONUMENTED       CGS
 TE1537
 TE1537                          STATION DESCRIPTION
 TE1537
 TE1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1537'IN ST JOHN INSPECTION STA.
 TE1537'ALONG ST. HWY. 30, ABOUT 180 FEET SOUTHWEST OF MARK NO. 724.  20.5
 TE1537'FEET NORTH OF THE MAIN ENTRANCE OF CUSTOMS BUILDING.  4.2 FEET ABOVE
 TE1537'THE GROUND.  2.6 FT. SOUTH OF NORTHEAST CORNER OF BUILDING.  TABLET
 TE1537'SET VERTICALLY IN EAST FACE OF BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1498 ***********************************************************************
 TE1498  DESIGNATION -  J 176
 TE1498  PID         -  TE1498
 TE1498  STATE/COUNTY-  ND/TOWNER
 TE1498  USGS QUAD   -  ROLLA NE (1969)
 TE1498
 TE1498                         *CURRENT SURVEY CONTROL
 TE1498  ___________________________________________________________________
 TE1498* NAD 83(1986)-  48 55 13.     (N)    099 31 31.     (W)     SCALED    
 TE1498* NAVD 88     -       541.464  (meters)    1776.45   (feet)  ADJUSTED  
 TE1498  ___________________________________________________________________
 TE1498  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TE1498  DYNAMIC HT  -         541.599 (meters)    1776.90  (feet)  COMP
 TE1498  MODELED GRAV-     980,842.2   (mgal)                       NAVD 88
 TE1498
 TE1498  VERT ORDER  -  SECOND    CLASS 0
 TE1498
 TE1498.The horizontal coordinates were scaled from a topographic map and have
 TE1498.an estimated accuracy of +/- 6 seconds.
 TE1498
 TE1498.The orthometric height was determined by differential leveling
 TE1498.and adjusted by the National Geodetic Survey in June 1991..
 TE1498
 TE1498.The geoid height was determined by GEOID03.
 TE1498
 TE1498.The dynamic height is computed by dividing the NAVD 88
 TE1498.geopotential number by the normal gravity value computed on the
 TE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1498.degrees latitude (g = 980.6199 gals.).
 TE1498
 TE1498.The modeled gravity was interpolated from observed gravity values.
 TE1498
 TE1498;                    North         East    Units  Estimated Accuracy
 TE1498;SPC ND N     -   213,960.      671,440.      MT  (+/- 180 meters Scaled)
 TE1498
 TE1498                          SUPERSEDED SURVEY CONTROL
 TE1498
 TE1498  NGVD 29 (??/??/92)  541.049  (m)         1775.09   (f) ADJ UNCH    2 0
 TE1498
 TE1498.Superseded values are not recommended for survey control.
 TE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1498.See file dsdata.txt to determine how the superseded data were derived.
 TE1498
 TE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV615187(NAD 83)
 TE1498_MARKER: DB = BENCH MARK DISK
 TE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1498_STAMPING: J-176 1935
 TE1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1498+STABILITY: SURFACE MOTION
 TE1498
 TE1498  HISTORY     - Date     Condition        Report By
 TE1498  HISTORY     - 1935     MONUMENTED       CGS
 TE1498  HISTORY     - 1968     GOOD             USGS
 TE1498
 TE1498                          STATION DESCRIPTION
 TE1498
 TE1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1498'8.5 MI NE FROM ROLLA.
 TE1498'4 MILES EAST AND 4.5 MILES NORTH OF, ALONG ROLETTE-TOWNER COUNTY LINE,
 TE1498'FROM RAILROAD STATION.  100 FEET SOUTHEAST OF SECTION CORNER COMMON TO
 TE1498'SECTIONS 24 AND 25, T 163 N, R 69 W, AND 19 AND 30, T 163 N, R 68 W.
 TE1498'73.5 FEET SOUTH OF FENCE CORNER.  33 FEET EAST OF ROAD CENTERLINE. 1
 TE1498'FT. WEST OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 TE1498
 TE1498                          STATION RECOVERY (1968)
 TE1498
 TE1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0606 ***********************************************************************
 RP0606  DESIGNATION -  J 18
 RP0606  PID         -  RP0606
 RP0606  STATE/COUNTY-  ND/CASS
 RP0606  USGS QUAD   -  BUFFALO (1967)
 RP0606
 RP0606                         *CURRENT SURVEY CONTROL
 RP0606  ___________________________________________________________________
 RP0606* NAD 83(1986)-  46 55 10.     (N)    097 32 58.     (W)     SCALED    
 RP0606* NAVD 88     -       369.622  (meters)    1212.67   (feet)  ADJUSTED  
 RP0606  ___________________________________________________________________
 RP0606  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 RP0606  DYNAMIC HT  -         369.651 (meters)    1212.76  (feet)  COMP
 RP0606  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 RP0606
 RP0606  VERT ORDER  -  FIRST     CLASS II
 RP0606
 RP0606.The horizontal coordinates were scaled from a topographic map and have
 RP0606.an estimated accuracy of +/- 6 seconds.
 RP0606
 RP0606.The orthometric height was determined by differential leveling
 RP0606.and adjusted by the National Geodetic Survey in June 1991..
 RP0606.WARNING-Repeat measurements at this control monument indicate possible
 RP0606.vertical movement.
 RP0606
 RP0606.The geoid height was determined by GEOID03.
 RP0606
 RP0606.The dynamic height is computed by dividing the NAVD 88
 RP0606.geopotential number by the normal gravity value computed on the
 RP0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0606.degrees latitude (g = 980.6199 gals.).
 RP0606
 RP0606.The modeled gravity was interpolated from observed gravity values.
 RP0606
 RP0606;                    North         East    Units  Estimated Accuracy
 RP0606;SPC ND S     -   143,480.      824,680.      MT  (+/- 180 meters Scaled)
 RP0606
 RP0606                          SUPERSEDED SURVEY CONTROL
 RP0606
 RP0606  NGVD 29 (??/??/92)  369.270  (m)         1211.51   (f) ADJ UNCH    1 2
 RP0606
 RP0606.Superseded values are not recommended for survey control.
 RP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0606.See file dsdata.txt to determine how the superseded data were derived.
 RP0606
 RP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS104972(NAD 83)
 RP0606_MARKER: DB = BENCH MARK DISK
 RP0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0606_SP_SET: BUILDING
 RP0606_STAMPING: 1211.513 J 18 1931
 RP0606_MARK LOGO: CGS   
 RP0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0606
 RP0606  HISTORY     - Date     Condition        Report By
 RP0606  HISTORY     - 1931     MONUMENTED       CGS
 RP0606  HISTORY     - 1964     GOOD             NGS
 RP0606  HISTORY     - 1967     GOOD             NDHD
 RP0606  HISTORY     - 1982     GOOD             NGS
 RP0606
 RP0606                          STATION DESCRIPTION
 RP0606
 RP0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0606'IN BUFFALO.
 RP0606'AT BUFFALO, AT THE FIRST STATE BANK OF BUFFALO, IN SECTION 19, R 54 W,
 RP0606'T 140 N, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL OF THE
 RP0606'BUILDING, 1.3 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 186
 RP0606'FEET NORTH OF THE NORTH RAIL OF THE NORTHERN PACIFIC RAILWAY AND 4.5
 RP0606'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 RP0606
 RP0606                          STATION RECOVERY (1967)
 RP0606
 RP0606'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 RP0606'RECOVERED IN GOOD CONDITION.
 RP0606
 RP0606                          STATION RECOVERY (1982)
 RP0606
 RP0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0657 ***********************************************************************
 TD0657  DESIGNATION -  J 181
 TD0657  PID         -  TD0657
 TD0657  STATE/COUNTY-  ND/PEMBINA
 TD0657  USGS QUAD   -  CAVALIER (1964)
 TD0657
 TD0657                         *CURRENT SURVEY CONTROL
 TD0657  ___________________________________________________________________
 TD0657* NAD 83(1986)-  48 48 17.     (N)    097 33 23.     (W)     SCALED    
 TD0657* NAVD 88     -       261.630  (meters)     858.36   (feet)  ADJUSTED  
 TD0657  ___________________________________________________________________
 TD0657  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 TD0657  DYNAMIC HT  -         261.703 (meters)     858.60  (feet)  COMP
 TD0657  MODELED GRAV-     980,883.3   (mgal)                       NAVD 88
 TD0657
 TD0657  VERT ORDER  -  SECOND    CLASS 0
 TD0657
 TD0657.The horizontal coordinates were scaled from a topographic map and have
 TD0657.an estimated accuracy of +/- 6 seconds.
 TD0657
 TD0657.The orthometric height was determined by differential leveling
 TD0657.and adjusted by the National Geodetic Survey in June 1991..
 TD0657
 TD0657.The geoid height was determined by GEOID03.
 TD0657
 TD0657.The dynamic height is computed by dividing the NAVD 88
 TD0657.geopotential number by the normal gravity value computed on the
 TD0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0657.degrees latitude (g = 980.6199 gals.).
 TD0657
 TD0657.The modeled gravity was interpolated from observed gravity values.
 TD0657
 TD0657;                    North         East    Units  Estimated Accuracy
 TD0657;SPC ND N     -   204,790.      816,180.      MT  (+/- 180 meters Scaled)
 TD0657
 TD0657                          SUPERSEDED SURVEY CONTROL
 TD0657
 TD0657  NGVD 29 (??/??/92)  261.26   (m)          857.2    (f) COMPUTED    2 0
 TD0657
 TD0657.Superseded values are not recommended for survey control.
 TD0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0657.See file dsdata.txt to determine how the superseded data were derived.
 TD0657
 TD0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV060067(NAD 83)
 TD0657_MARKER: DB = BENCH MARK DISK
 TD0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0657_STAMPING: J-181 1935
 TD0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0657+STABILITY: SURFACE MOTION
 TD0657
 TD0657  HISTORY     - Date     Condition        Report By
 TD0657  HISTORY     - 1935     MONUMENTED       CGS
 TD0657  HISTORY     - 1935     GOOD             NGS
 TD0657
 TD0657                          STATION DESCRIPTION
 TD0657
 TD0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TD0657'12.0 MI S FROM NECHE.
 TD0657'NECHE, PEMBINA CO. 12.0 MILES SOUTH OF G.N. RAILROAD STATION IN NECHE
 TD0657'ALONG STATE HIGHWAY NO. 18.  N.E. CORNER SECTION 1, T 161 N, R 54 W.
 TD0657'60 FEET SOUTH OF T.B.M. C-10.  33.5 FEET SOUTH OF CENTERLINE OF
 TD0657'EAST-WEST ROAD.  28.4 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  3
 TD0657'FEET SOUTHWEST OF NORTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST
 TD0657'CONCRETE POST.  HAMILTON, PEMBINA CO. 5.0 MILES WEST ALONG STATE
 TD0657'HIGHWAY NO. 5 FROM INTERSECTION OF STATE HIGHWAY NO. 5 AND G.N.
 TD0657'RAILROAD AT HAMILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0276 ***********************************************************************
 TD0276  DESIGNATION -  J 182
 TD0276  PID         -  TD0276
 TD0276  STATE/COUNTY-  ND/PEMBINA
 TD0276  USGS QUAD   -  GLASSTON NE (1971)
 TD0276
 TD0276                         *CURRENT SURVEY CONTROL
 TD0276  ___________________________________________________________________
 TD0276* NAD 83(1986)-  48 41 15.     (N)    097 20 30.     (W)     SCALED    
 TD0276* NAVD 88     -       247.282  (meters)     811.29   (feet)  ADJUSTED  
 TD0276  ___________________________________________________________________
 TD0276  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 TD0276  DYNAMIC HT  -         247.349 (meters)     811.51  (feet)  COMP
 TD0276  MODELED GRAV-     980,874.7   (mgal)                       NAVD 88
 TD0276
 TD0276  VERT ORDER  -  SECOND    CLASS 0
 TD0276
 TD0276.The horizontal coordinates were scaled from a topographic map and have
 TD0276.an estimated accuracy of +/- 6 seconds.
 TD0276
 TD0276.The orthometric height was determined by differential leveling
 TD0276.and adjusted by the National Geodetic Survey in June 1991..
 TD0276
 TD0276.The geoid height was determined by GEOID03.
 TD0276
 TD0276.The dynamic height is computed by dividing the NAVD 88
 TD0276.geopotential number by the normal gravity value computed on the
 TD0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0276.degrees latitude (g = 980.6199 gals.).
 TD0276
 TD0276.The modeled gravity was interpolated from observed gravity values.
 TD0276
 TD0276;                    North         East    Units  Estimated Accuracy
 TD0276;SPC ND N     -   192,390.      832,480.      MT  (+/- 180 meters Scaled)
 TD0276
 TD0276                          SUPERSEDED SURVEY CONTROL
 TD0276
 TD0276  NGVD 29 (??/??/92)  246.900  (m)          810.04   (f) ADJ UNCH    2 0
 TD0276
 TD0276.Superseded values are not recommended for survey control.
 TD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0276.See file dsdata.txt to determine how the superseded data were derived.
 TD0276
 TD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU220940(NAD 83)
 TD0276_MARKER: DB = BENCH MARK DISK
 TD0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0276_STAMPING: J-182 1935
 TD0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0276+STABILITY: SURFACE MOTION
 TD0276
 TD0276  HISTORY     - Date     Condition        Report By
 TD0276  HISTORY     - 1935     MONUMENTED       CGS
 TD0276  HISTORY     - 1971     POOR             USGS
 TD0276
 TD0276                          STATION DESCRIPTION
 TD0276
 TD0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0276'7.5 MI W FROM BOWESMONT.
 TD0276'7.5 MILES WEST ALONG SECTION ROAD FROM N.P. RR. STATION AT BOWESMONT.
 TD0276'N. W. CORNER SEC. 15, T 160 N, R 52 W.  35.5 FEET SOUTH OF CENTERLINE
 TD0276'OF EAST-WEST ROAD.  24.8 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.
 TD0276'4.3 FEET SOUTH OF NORTHWEST CORNER OF FENCE. TABLET SET IN PRECAST
 TD0276'CONCRETE POST.
 TD0276
 TD0276                          STATION RECOVERY (1971)
 TD0276
 TD0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TD0276'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0682 ***********************************************************************
 TD0682  DESIGNATION -  J 184
 TD0682  PID         -  TD0682
 TD0682  STATE/COUNTY-  ND/PEMBINA
 TD0682  USGS QUAD   -  LEROY (1979)
 TD0682
 TD0682                         *CURRENT SURVEY CONTROL
 TD0682  ___________________________________________________________________
 TD0682* NAD 83(1986)-  48 57 48.     (N)    097 45 13.     (W)     SCALED    
 TD0682* NAVD 88     -       269.202  (meters)     883.21   (feet)  ADJUSTED  
 TD0682  ___________________________________________________________________
 TD0682  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 TD0682  DYNAMIC HT  -         269.283 (meters)     883.47  (feet)  COMP
 TD0682  MODELED GRAV-     980,903.7   (mgal)                       NAVD 88
 TD0682
 TD0682  VERT ORDER  -  SECOND    CLASS 0
 TD0682
 TD0682.The horizontal coordinates were scaled from a topographic map and have
 TD0682.an estimated accuracy of +/- 6 seconds.
 TD0682
 TD0682.The orthometric height was determined by differential leveling
 TD0682.and adjusted by the National Geodetic Survey in June 1991..
 TD0682
 TD0682.The geoid height was determined by GEOID03.
 TD0682
 TD0682.The dynamic height is computed by dividing the NAVD 88
 TD0682.geopotential number by the normal gravity value computed on the
 TD0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0682.degrees latitude (g = 980.6199 gals.).
 TD0682
 TD0682.The modeled gravity was interpolated from observed gravity values.
 TD0682
 TD0682;                    North         East    Units  Estimated Accuracy
 TD0682;SPC ND N     -   221,890.      801,070.      MT  (+/- 180 meters Scaled)
 TD0682
 TD0682                          SUPERSEDED SURVEY CONTROL
 TD0682
 TD0682  NGVD 29 (??/??/92)  268.820  (m)          881.95   (f) ADJ UNCH    2 0
 TD0682
 TD0682.Superseded values are not recommended for survey control.
 TD0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0682.See file dsdata.txt to determine how the superseded data were derived.
 TD0682
 TD0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV912241(NAD 83)
 TD0682_MARKER: DB = BENCH MARK DISK
 TD0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0682_STAMPING: J-184 1935
 TD0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0682+STABILITY: SURFACE MOTION
 TD0682
 TD0682  HISTORY     - Date     Condition        Report By
 TD0682  HISTORY     - 1935     MONUMENTED       CGS
 TD0682  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0682  HISTORY     - 20000911 MARK NOT FOUND   NDWC
 TD0682
 TD0682                          STATION DESCRIPTION
 TD0682
 TD0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0682'2.2 MI N FROM LEROY.
 TD0682'2.2 MILES NORTH OF STEEL HIGHWAY BRIDGE OVER PEMBINA RIVER, WHICH IS
 TD0682'.8 MILE NORTH OF LEROY.  S. E. CORNER OF SEC. 4, T 163 N, R 55 W.  43
 TD0682'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD OR ST. HWY. NO. 55.  24.5
 TD0682'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  4.8 FEET WEST OF
 TD0682'SOUTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 TD0682
 TD0682                          STATION RECOVERY (1964)
 TD0682
 TD0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0682'MARK NOT FOUND.
 TD0682
 TD0682                          STATION RECOVERY (2000)
 TD0682
 TD0682'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 TD0682'BM TT 59 H 1939 WAS FOUND AT THIS LOCATION WHERE J 184 WAS SUPPOSED TO
 TD0682'BE AND IS TIPPED TO THE SOUTH. USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0131 ***********************************************************************
 TE0131  DESIGNATION -  J 186 RESET
 TE0131  PID         -  TE0131
 TE0131  STATE/COUNTY-  ND/CAVALIER
 TE0131  USGS QUAD   -  EASBY (1972)
 TE0131
 TE0131                         *CURRENT SURVEY CONTROL
 TE0131  ___________________________________________________________________
 TE0131* NAD 83(1986)-  48 40 27.     (N)    098 21 41.     (W)     SCALED    
 TE0131* NAVD 88     -       496.81   (+/-2cm)    1630.0    (feet)  VERTCON   
 TE0131  ___________________________________________________________________
 TE0131  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0131
 TE0131  VERT ORDER  -  THIRD (See Below)
 TE0131
 TE0131.The horizontal coordinates were scaled from a topographic map and have
 TE0131.an estimated accuracy of +/- 6 seconds.
 TE0131
 TE0131.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0131.The vertical order pertains to the NGVD 29 superseded value.
 TE0131
 TE0131.The geoid height was determined by GEOID03.
 TE0131
 TE0131;                    North         East    Units  Estimated Accuracy
 TE0131;SPC ND N     -   188,330.      757,480.      MT  (+/- 180 meters Scaled)
 TE0131
 TE0131                          SUPERSEDED SURVEY CONTROL
 TE0131
 TE0131  NGVD 29 (??/??/??)  496.43   (m)         1628.7    (f) RESET       3  
 TE0131
 TE0131.Superseded values are not recommended for survey control.
 TE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0131.See file dsdata.txt to determine how the superseded data were derived.
 TE0131
 TE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU470914(NAD 83)
 TE0131_MARKER: DB = BENCH MARK DISK
 TE0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0131_STAMPING: J 186 RESET 1950
 TE0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0131+STABILITY: SURFACE MOTION
 TE0131
 TE0131  HISTORY     - Date     Condition        Report By
 TE0131  HISTORY     - 1950     MONUMENTED       NDHD
 TE0131  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0131
 TE0131                          STATION DESCRIPTION
 TE0131
 TE0131'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TE0131'7.3 MI S FROM LANGDON.
 TE0131'7.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE AT
 TE0131'LANGDON, CAVALIER COUNTY, AT THE NORTHWEST CORNER OF SECTION 26, T.
 TE0131'160 N., R. 60 W., AT GRELNER SCHOOL, 33.8 FEET NORTHWEST OF THE
 TE0131'NORTHWEST CORNER OF THE BUILDING, AT A ROAD INTERSECTION, 46 FEET EAST
 TE0131'OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF THE CENTERLINE OF
 TE0131'THE ROAD, 4.7 FEET SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND
 TE0131'SET IN THE TOP OF A CONCRETE POST.
 TE0131
 TE0131                          STATION RECOVERY (1972)
 TE0131
 TE0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0690 ***********************************************************************
 TD0690  DESIGNATION -  J 188
 TD0690  PID         -  TD0690
 TD0690  STATE/COUNTY-  ND/PEMBINA
 TD0690  USGS QUAD   -  HANKS CORNER (1964)
 TD0690
 TD0690                         *CURRENT SURVEY CONTROL
 TD0690  ___________________________________________________________________
 TD0690* NAD 83(1986)-  48 51 44.     (N)    097 55 38.     (W)     SCALED    
 TD0690* NAVD 88     -       368.055  (meters)    1207.53   (feet)  ADJUSTED  
 TD0690  ___________________________________________________________________
 TD0690  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 TD0690  DYNAMIC HT  -         368.152 (meters)    1207.85  (feet)  COMP
 TD0690  MODELED GRAV-     980,860.6   (mgal)                       NAVD 88
 TD0690
 TD0690  VERT ORDER  -  SECOND    CLASS 0
 TD0690
 TD0690.The horizontal coordinates were scaled from a topographic map and have
 TD0690.an estimated accuracy of +/- 6 seconds.
 TD0690
 TD0690.The orthometric height was determined by differential leveling
 TD0690.and adjusted by the National Geodetic Survey in June 1991..
 TD0690
 TD0690.The geoid height was determined by GEOID03.
 TD0690
 TD0690.The dynamic height is computed by dividing the NAVD 88
 TD0690.geopotential number by the normal gravity value computed on the
 TD0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0690.degrees latitude (g = 980.6199 gals.).
 TD0690
 TD0690.The modeled gravity was interpolated from observed gravity values.
 TD0690
 TD0690;                    North         East    Units  Estimated Accuracy
 TD0690;SPC ND N     -   210,210.      788,740.      MT  (+/- 180 meters Scaled)
 TD0690
 TD0690                          SUPERSEDED SURVEY CONTROL
 TD0690
 TD0690  NGVD 29 (??/??/92)  367.656  (m)         1206.22   (f) ADJ UNCH    2 0
 TD0690
 TD0690.Superseded values are not recommended for survey control.
 TD0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0690.See file dsdata.txt to determine how the superseded data were derived.
 TD0690
 TD0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV786126(NAD 83)
 TD0690_MARKER: DB = BENCH MARK DISK
 TD0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0690_STAMPING: J-188 1935
 TD0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0690+STABILITY: SURFACE MOTION
 TD0690
 TD0690  HISTORY     - Date     Condition        Report By
 TD0690  HISTORY     - 1935     MONUMENTED       CGS
 TD0690
 TD0690                          STATION DESCRIPTION
 TD0690
 TD0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0690'4.2 MI S FROM WALHALLA.
 TD0690'4.2 MILES SOUTH ALONG STATE HWY 32 FROM INTERSECTION OF STATE HWY 32
 TD0690'AND ROAD LEADING WEST TO VANG, CAVALIER CO., IN WALHALLA.  S.W. CORNER
 TD0690'SEC. 8, T 162 N, R 56 W.  90 FEET EAST OF T.B.W. A-8.  50 FEET EAST OF
 TD0690'CENTERLINE OF NORTH-SOUTH ROAD OR ST. HWY. NO. 32.  37.5 FEET NORTH OF
 TD0690'CENTERLINE OF EAST-WEST ROAD.  3.4 FEET NORTHEAST OF SOUTHWEST CORNER
 TD0690'OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0691 ***********************************************************************
 TD0691  DESIGNATION -  J 188 RESET
 TD0691  PID         -  TD0691
 TD0691  STATE/COUNTY-  ND/PEMBINA
 TD0691  USGS QUAD   -  HANKS CORNER (1964)
 TD0691
 TD0691                         *CURRENT SURVEY CONTROL
 TD0691  ___________________________________________________________________
 TD0691* NAD 83(1986)-  48 51 43.     (N)    097 55 40.     (W)     SCALED    
 TD0691* NAVD 88     -       368.17   (+/-2cm)    1207.9    (feet)  VERTCON   
 TD0691  ___________________________________________________________________
 TD0691  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 TD0691
 TD0691  VERT ORDER  -  THIRD (See Below)
 TD0691
 TD0691.The horizontal coordinates were scaled from a topographic map and have
 TD0691.an estimated accuracy of +/- 6 seconds.
 TD0691
 TD0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0691.The vertical order pertains to the NGVD 29 superseded value.
 TD0691
 TD0691.The geoid height was determined by GEOID03.
 TD0691
 TD0691;                    North         East    Units  Estimated Accuracy
 TD0691;SPC ND N     -   210,180.      788,700.      MT  (+/- 180 meters Scaled)
 TD0691
 TD0691                          SUPERSEDED SURVEY CONTROL
 TD0691
 TD0691  NGVD 29 (??/??/??)  367.77   (m)         1206.6    (f) RESET       3  
 TD0691
 TD0691.Superseded values are not recommended for survey control.
 TD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0691.See file dsdata.txt to determine how the superseded data were derived.
 TD0691
 TD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV786126(NAD 83)
 TD0691_MARKER: DB = BENCH MARK DISK
 TD0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0691_STAMPING: J 188 RESET 1956
 TD0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0691+STABILITY: SURFACE MOTION
 TD0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0691+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1999
 TD0691
 TD0691  HISTORY     - Date     Condition        Report By
 TD0691  HISTORY     - 1956     MONUMENTED       CGS
 TD0691  HISTORY     - 1983     GOOD             USPSQD
 TD0691  HISTORY     - 19990402 GOOD             NDWC
 TD0691
 TD0691                          STATION DESCRIPTION
 TD0691
 TD0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TD0691'4.2 MI S FROM WALHALLA.
 TD0691'4.2 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE INTERSECTION OF THE
 TD0691'VANG ROAD AT WALHALLA, PEMBINA COUNTY, IN THE SOUTHWEST ANGLE OF A
 TD0691'ROAD INTERSECTION, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 43
 TD0691'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 2.5 FEET NORTH
 TD0691'OF A POWER LINE POLE WITH BRACE WIRES.  A STANDARD DISK, STAMPED J 188
 TD0691'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN
 TD0691'INCHES.
 TD0691
 TD0691                          STATION RECOVERY (1983)
 TD0691
 TD0691'RECOVERY NOTE BY US POWER SQUADRON 1983
 TD0691'RECOVERED IN GOOD CONDITION.
 TD0691
 TD0691                          STATION RECOVERY (1999)
 TD0691
 TD0691'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TD0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0003 ***********************************************************************
 TE0003  DESIGNATION -  J 189
 TE0003  PID         -  TE0003
 TE0003  STATE/COUNTY-  ND/CAVALIER
 TE0003  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0003
 TE0003                         *CURRENT SURVEY CONTROL
 TE0003  ___________________________________________________________________
 TE0003* NAD 83(1986)-  48 53 26.     (N)    098 27 10.     (W)     SCALED    
 TE0003* NAVD 88     -       478.511  (meters)    1569.91   (feet)  ADJUSTED  
 TE0003  ___________________________________________________________________
 TE0003  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0003  DYNAMIC HT  -         478.625 (meters)    1570.29  (feet)  COMP
 TE0003  MODELED GRAV-     980,832.1   (mgal)                       NAVD 88
 TE0003
 TE0003  VERT ORDER  -  SECOND    CLASS 0
 TE0003
 TE0003.The horizontal coordinates were scaled from a topographic map and have
 TE0003.an estimated accuracy of +/- 6 seconds.
 TE0003
 TE0003.The orthometric height was determined by differential leveling
 TE0003.and adjusted by the National Geodetic Survey in June 1991..
 TE0003
 TE0003.The geoid height was determined by GEOID03.
 TE0003
 TE0003.The dynamic height is computed by dividing the NAVD 88
 TE0003.geopotential number by the normal gravity value computed on the
 TE0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0003.degrees latitude (g = 980.6199 gals.).
 TE0003
 TE0003.The modeled gravity was interpolated from observed gravity values.
 TE0003
 TE0003;                    North         East    Units  Estimated Accuracy
 TE0003;SPC ND N     -   212,200.      750,110.      MT  (+/- 180 meters Scaled)
 TE0003
 TE0003                          SUPERSEDED SURVEY CONTROL
 TE0003
 TE0003  NGVD 29 (??/??/92)  478.22   (m)         1569.0    (f) COMPUTED    2 0
 TE0003
 TE0003.Superseded values are not recommended for survey control.
 TE0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0003.See file dsdata.txt to determine how the superseded data were derived.
 TE0003
 TE0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV401154(NAD 83)
 TE0003_MARKER: DB = BENCH MARK DISK
 TE0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0003_STAMPING: J 189 1935
 TE0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0003+STABILITY: SURFACE MOTION
 TE0003
 TE0003  HISTORY     - Date     Condition        Report By
 TE0003  HISTORY     - 1935     MONUMENTED       CGS
 TE0003  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0003
 TE0003                          STATION DESCRIPTION
 TE0003
 TE0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0003'7.3 MI E FROM WALES.
 TE0003'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0003'WALES, CAVALIER COUNTY, 7.0 MILES EAST ALONG ANOTHER SECTION-LINE
 TE0003'ROAD.  0.1 MILE SOUTH OF A ROAD INTERSECTION, AT THE NORTHEAST CORNER
 TE0003'OF SECTION 6, T. 162 N., R 60 W, 65 FEET WEST OF THE CENTERLINE OF THE
 TE0003'NORTH-AND-SOUTH ROAD, AND AT THE NORTHEAST EDGE OF A PILE OF ROCKS. A
 TE0003'STANDARD DISK, STAMPED J 189 1935 AND SET IN THE TOP OF A CONCRETE
 TE0003'POST.  NOTE-- THERE HAS BEEN GRADING IN THE AREA MENTIONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0167 ***********************************************************************
 RS0167  DESIGNATION -  J 19 RESET
 RS0167  PID         -  RS0167
 RS0167  STATE/COUNTY-  ND/BOWMAN
 RS0167  USGS QUAD   -  BOWMAN SW (1978)
 RS0167
 RS0167                         *CURRENT SURVEY CONTROL
 RS0167  ___________________________________________________________________
 RS0167* NAD 83(1986)-  46 05 50.     (N)    103 24 41.     (W)     SCALED    
 RS0167* NAVD 88     -       887.53   (+/-2cm)    2911.8    (feet)  VERTCON   
 RS0167  ___________________________________________________________________
 RS0167  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 RS0167
 RS0167  VERT ORDER  -  THIRD (See Below)
 RS0167
 RS0167.The horizontal coordinates were scaled from a topographic map and have
 RS0167.an estimated accuracy of +/- 6 seconds.
 RS0167
 RS0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0167.The vertical order pertains to the NGVD 29 superseded value.
 RS0167
 RS0167.The geoid height was determined by GEOID03.
 RS0167
 RS0167;                    North         East    Units  Estimated Accuracy
 RS0167;SPC ND S     -    52,030.      374,920.      MT  (+/- 180 meters Scaled)
 RS0167
 RS0167                          SUPERSEDED SURVEY CONTROL
 RS0167
 RS0167  NGVD 29 (11/04/04)  887.04   (m)         2910.2    (f) RESET       3  
 RS0167
 RS0167.Superseded values are not recommended for survey control.
 RS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0167.See file dsdata.txt to determine how the superseded data were derived.
 RS0167
 RS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM227060(NAD 83)
 RS0167_MARKER: DB = BENCH MARK DISK
 RS0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0167_STAMPING: J 19 RESET 1966
 RS0167_MARK LOGO: CGS   
 RS0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0167+STABILITY: SURFACE MOTION
 RS0167
 RS0167  HISTORY     - Date     Condition        Report By
 RS0167  HISTORY     - 1966     MONUMENTED       CGS
 RS0167  HISTORY     - 19971216 GOOD             NDHD
 RS0167
 RS0167                          STATION DESCRIPTION
 RS0167
 RS0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RS0167'5.7 MI S FROM BOWMAN.
 RS0167'ABOUT 5.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF U.S.
 RS0167'HIGHWAYS 12 AND 85 WHICH IS ABOUT 1.0 MILE SOUTHWEST OF BOWMAN, 101
 RS0167'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 4 FEET SOUTH OF A
 RS0167'CORNER FENCE POST, 2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT EAST
 RS0167'OF A NORTH-SOUTH FENCE, AND IS SET IN THE TOP OF A ROUND CONCRETE POST
 RS0167'WHICH PROJECTS 4 INCHES.
 RS0167
 RS0167                          STATION RECOVERY (1997)
 RS0167
 RS0167'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 RS0167'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND 85 AT THE
 RS0167'WEST SIDE OF BOWMAN GO SOUTH ON HIGHWAY 85 FOR 5.6 MILES (9.0 KM) TO A
 RS0167'FIELD DRIVE AND STATION ON THE RIGHT BY A FENCE CORNER.  100 FEET
 RS0167'(30.5 M) WEST FROM CENTERLINE OF HIGHWAY NO.  12 MILE (19.3 KM) POST
 RS0167'10.80.  FROM SOUTHDAKOTA AND NORTH DAKOTA LINE GO NORTH ON HIGHWAY 12
 RS0167'FOR 10.8 AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0873 ***********************************************************************
 TE0873  DESIGNATION -  J 190
 TE0873  PID         -  TE0873
 TE0873  STATE/COUNTY-  ND/CAVALIER
 TE0873  USGS QUAD   -  SARLES (1970)
 TE0873
 TE0873                         *CURRENT SURVEY CONTROL
 TE0873  ___________________________________________________________________
 TE0873* NAD 83(1986)-  48 53 31.     (N)    098 57 24.     (W)     SCALED    
 TE0873* NAVD 88     -       488.386  (meters)    1602.31   (feet)  ADJUSTED  
 TE0873  ___________________________________________________________________
 TE0873  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 TE0873  DYNAMIC HT  -         488.502 (meters)    1602.69  (feet)  COMP
 TE0873  MODELED GRAV-     980,832.9   (mgal)                       NAVD 88
 TE0873
 TE0873  VERT ORDER  -  SECOND    CLASS 0
 TE0873
 TE0873.The horizontal coordinates were scaled from a topographic map and have
 TE0873.an estimated accuracy of +/- 6 seconds.
 TE0873
 TE0873.The orthometric height was determined by differential leveling
 TE0873.and adjusted by the National Geodetic Survey in June 1991..
 TE0873
 TE0873.The geoid height was determined by GEOID03.
 TE0873
 TE0873.The dynamic height is computed by dividing the NAVD 88
 TE0873.geopotential number by the normal gravity value computed on the
 TE0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0873.degrees latitude (g = 980.6199 gals.).
 TE0873
 TE0873.The modeled gravity was interpolated from observed gravity values.
 TE0873
 TE0873;                    North         East    Units  Estimated Accuracy
 TE0873;SPC ND N     -   211,500.      713,170.      MT  (+/- 180 meters Scaled)
 TE0873
 TE0873                          SUPERSEDED SURVEY CONTROL
 TE0873
 TE0873  NGVD 29 (??/??/92)  487.974  (m)         1600.96   (f) ADJ UNCH    2 0
 TE0873
 TE0873.Superseded values are not recommended for survey control.
 TE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0873.See file dsdata.txt to determine how the superseded data were derived.
 TE0873
 TE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV031154(NAD 83)
 TE0873_MARKER: DB = BENCH MARK DISK
 TE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0873_STAMPING: J 190 1935
 TE0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0873+STABILITY: SURFACE MOTION
 TE0873
 TE0873  HISTORY     - Date     Condition        Report By
 TE0873  HISTORY     - 1935     MONUMENTED       CGS
 TE0873
 TE0873                          STATION DESCRIPTION
 TE0873
 TE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0873'1.8 MI NW FROM CALVIN.
 TE0873'1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TE0873'AT CALVIN, CAVALIER COUNTY, 1.0 MILE NORTH ALONG A SECTION LINE ROAD.
 TE0873'AT THE SOUTHEAST CORNER OF SECTION 32, T. 163 N., R. 64 W., AT A ROAD
 TE0873'INTERSECTION, 38 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE0873'ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND
 TE0873'3.8 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED J 190 1935 AND SET
 TE0873'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1391 ***********************************************************************
 TE1391  DESIGNATION -  J 191
 TE1391  PID         -  TE1391
 TE1391  STATE/COUNTY-  ND/BENSON
 TE1391  USGS QUAD   -  BAKER (1958)
 TE1391
 TE1391                         *CURRENT SURVEY CONTROL
 TE1391  ___________________________________________________________________
 TE1391* NAD 83(1986)-  48 09 58.     (N)    099 39 13.     (W)     SCALED    
 TE1391* NAVD 88     -       511.375  (meters)    1677.74   (feet)  ADJUSTED  
 TE1391  ___________________________________________________________________
 TE1391  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 TE1391  DYNAMIC HT  -         511.465 (meters)    1678.03  (feet)  COMP
 TE1391  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TE1391
 TE1391  VERT ORDER  -  SECOND    CLASS 0
 TE1391
 TE1391.The horizontal coordinates were scaled from a topographic map and have
 TE1391.an estimated accuracy of +/- 6 seconds.
 TE1391
 TE1391.The orthometric height was determined by differential leveling
 TE1391.and adjusted by the National Geodetic Survey in June 1991..
 TE1391
 TE1391.The geoid height was determined by GEOID03.
 TE1391
 TE1391.The dynamic height is computed by dividing the NAVD 88
 TE1391.geopotential number by the normal gravity value computed on the
 TE1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1391.degrees latitude (g = 980.6199 gals.).
 TE1391
 TE1391.The modeled gravity was interpolated from observed gravity values.
 TE1391
 TE1391;                    North         East    Units  Estimated Accuracy
 TE1391;SPC ND N     -   130,000.      662,950.      MT  (+/- 180 meters Scaled)
 TE1391
 TE1391                          SUPERSEDED SURVEY CONTROL
 TE1391
 TE1391  NGVD 29 (??/??/92)  511.011  (m)         1676.54   (f) ADJ UNCH    2 0
 TE1391
 TE1391.Superseded values are not recommended for survey control.
 TE1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1391.See file dsdata.txt to determine how the superseded data were derived.
 TE1391
 TE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU514349(NAD 83)
 TE1391_MARKER: DB = BENCH MARK DISK
 TE1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1391_STAMPING: J-191 1935
 TE1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1391+STABILITY: SURFACE MOTION
 TE1391
 TE1391  HISTORY     - Date     Condition        Report By
 TE1391  HISTORY     - 1935     MONUMENTED       CGS
 TE1391  HISTORY     - 1957     MARK NOT FOUND   USGS
 TE1391
 TE1391                          STATION DESCRIPTION
 TE1391
 TE1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1391'0.3 MI NW FROM BAKER.
 TE1391'0.3 MILE NORTHWEST OF, FROM SOO LINE RY. STATION, AT INTERSECTION OF
 TE1391'LINES A-2 T 154 N, R 70 W, S.E. CORNER OF SEC. 9, AT OLD ABANDONED
 TE1391'FARM HOUSE.  ABOUT 0.3 MILE NORTHWEST OF RAILWAY STATION.  ABOUT 110
 TE1391'FEET NORTHWEST OF INTERSECTION OF TWO ROADS.  64 FEET NORTH OF
 TE1391'CENTERLINE OF COUNTY ROAD.  53.4 FEET NORTHWEST OF CORNER OF OLD YARD.
 TE1391'40 FEET SOUTH OF SOUTH SIDE OF ABANDONED FARM HOUSE.  TABLET SET IN
 TE1391'PRECAST CONCRETE POST.
 TE1391
 TE1391                          STATION RECOVERY (1957)
 TE1391
 TE1391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 TE1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1392 ***********************************************************************
 TE1392  DESIGNATION -  J 191 RESET
 TE1392  PID         -  TE1392
 TE1392  STATE/COUNTY-  ND/BENSON
 TE1392  USGS QUAD   -  BAKER (1958)
 TE1392
 TE1392                         *CURRENT SURVEY CONTROL
 TE1392  ___________________________________________________________________
 TE1392* NAD 83(1986)-  48 09 58.     (N)    099 39 12.     (W)     SCALED    
 TE1392* NAVD 88     -       511.58   (+/-2cm)    1678.4    (feet)  VERTCON   
 TE1392  ___________________________________________________________________
 TE1392  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 TE1392
 TE1392  VERT ORDER  -  THIRD (See Below)
 TE1392
 TE1392.The horizontal coordinates were scaled from a topographic map and have
 TE1392.an estimated accuracy of +/- 6 seconds.
 TE1392
 TE1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1392.The vertical order pertains to the NGVD 29 superseded value.
 TE1392
 TE1392.The geoid height was determined by GEOID03.
 TE1392
 TE1392;                    North         East    Units  Estimated Accuracy
 TE1392;SPC ND N     -   130,000.      662,970.      MT  (+/- 180 meters Scaled)
 TE1392
 TE1392                          SUPERSEDED SURVEY CONTROL
 TE1392
 TE1392  NGVD 29 (11/04/04)  511.21   (m)         1677.2    (f) RESET       3  
 TE1392
 TE1392.Superseded values are not recommended for survey control.
 TE1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1392.See file dsdata.txt to determine how the superseded data were derived.
 TE1392
 TE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU514349(NAD 83)
 TE1392_MARKER: DB = BENCH MARK DISK
 TE1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1392_STAMPING: J 191 RESET 1958
 TE1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1392+STABILITY: SURFACE MOTION
 TE1392
 TE1392  HISTORY     - Date     Condition        Report By
 TE1392  HISTORY     - 1958     MONUMENTED       CGS
 TE1392
 TE1392                          STATION DESCRIPTION
 TE1392
 TE1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 TE1392'0.3 MI NW FROM BAKER.
 TE1392'0.3 MILE NORTHWEST ALONG COUNTY ROAD FROM THE RAILROAD STATION AT
 TE1392'BAKER, BENSON COUNTY, IN AN ABANDONED FARMYARD, ABOUT 138 FEET
 TE1392'NORTHWEST OF THE CENTER OF INTERSECTION OF CROSSROADS, ABOUT 88 FEET
 TE1392'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 16 FEET
 TE1392'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A STONE FOUNDATION.  A
 TE1392'STANDARD DISK, STAMPED J 191 RESET 1958 AND SET IN THE TOP OF A ROUND
 TE1392'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0962 ***********************************************************************
 SM0962  DESIGNATION -  J 194
 SM0962  PID         -  SM0962
 SM0962  STATE/COUNTY-  ND/BENSON
 SM0962  USGS QUAD   -  MADDOCK (1986)
 SM0962
 SM0962                         *CURRENT SURVEY CONTROL
 SM0962  ___________________________________________________________________
 SM0962* NAD 83(1986)-  47 57 46.     (N)    099 34 43.     (W)     SCALED    
 SM0962* NAVD 88     -       466.552  (meters)    1530.68   (feet)  ADJUSTED  
 SM0962  ___________________________________________________________________
 SM0962  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SM0962  DYNAMIC HT  -         466.623 (meters)    1530.91  (feet)  COMP
 SM0962  MODELED GRAV-     980,750.2   (mgal)                       NAVD 88
 SM0962
 SM0962  VERT ORDER  -  SECOND    CLASS 0
 SM0962
 SM0962.The horizontal coordinates were scaled from a topographic map and have
 SM0962.an estimated accuracy of +/- 6 seconds.
 SM0962
 SM0962.The orthometric height was determined by differential leveling
 SM0962.and adjusted by the National Geodetic Survey in June 1991..
 SM0962
 SM0962.The geoid height was determined by GEOID03.
 SM0962
 SM0962.The dynamic height is computed by dividing the NAVD 88
 SM0962.geopotential number by the normal gravity value computed on the
 SM0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0962.degrees latitude (g = 980.6199 gals.).
 SM0962
 SM0962.The modeled gravity was interpolated from observed gravity values.
 SM0962
 SM0962;                    North         East    Units  Estimated Accuracy
 SM0962;SPC ND N     -   107,450.      668,800.      MT  (+/- 180 meters Scaled)
 SM0962
 SM0962                          SUPERSEDED SURVEY CONTROL
 SM0962
 SM0962  NGVD 29 (??/??/92)  466.177  (m)         1529.45   (f) ADJ UNCH    2 0
 SM0962
 SM0962.Superseded values are not recommended for survey control.
 SM0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0962.See file dsdata.txt to determine how the superseded data were derived.
 SM0962
 SM0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU568123(NAD 83)
 SM0962_MARKER: DB = BENCH MARK DISK
 SM0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0962_STAMPING: J 194 1935
 SM0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0962+STABILITY: SURFACE MOTION
 SM0962
 SM0962  HISTORY     - Date     Condition        Report By
 SM0962  HISTORY     - 1935     MONUMENTED       CGS
 SM0962
 SM0962                          STATION DESCRIPTION
 SM0962
 SM0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0962'2.3 MI W FROM MADDOCK.
 SM0962'2.3 MILES WEST ALONG A COUNTY ROAD FROM THE FARMERS STATE BANK
 SM0962'BUILDING AT MADDOCK, BENSON COUNTY, AT THE SOUTHWEST CORNER OF SECTION
 SM0962'24, T 152 N, R 70 W, 0.2 MILE EAST OF A STEEL BRIDGE OVER A SMALL
 SM0962'STREAM, 0.1 MILE WEST OF THE SOUTHWEST CORNER OF THE MADDOCK GOLF
 SM0962'COURSE, 110 FEET WEST OF THE SOUTH END OF A LARGE GRAVEL PILE, 36.9
 SM0962'FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.3 FEET NORTH OF THE
 SM0962'SOUTHWEST CORNER OF THE FENCE, AND 1.5 FEET EAST OF THE
 SM0962'NORTH-AND-SOUTH BARBED WIRE FENCE.  A STANDARD DISK, STAMPED J 194
 SM0962'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1228 ***********************************************************************
 TE1228  DESIGNATION -  J 2
 TE1228  PID         -  TE1228
 TE1228  STATE/COUNTY-  ND/RAMSEY
 TE1228  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1228
 TE1228                         *CURRENT SURVEY CONTROL
 TE1228  ___________________________________________________________________
 TE1228* NAD 83(1986)-  48 16 05.     (N)    099 11 46.     (W)     SCALED    
 TE1228* NAVD 88     -       444.015  (meters)    1456.74   (feet)  POSTED    
 TE1228  ___________________________________________________________________
 TE1228  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 TE1228  DYNAMIC HT  -         444.100 (meters)    1457.02  (feet)  COMP
 TE1228  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 TE1228
 TE1228  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TE1228
 TE1228.The horizontal coordinates were scaled from a topographic map and have
 TE1228.an estimated accuracy of +/- 6 seconds.
 TE1228
 TE1228.The orthometric height was determined by differential leveling
 TE1228.and adjusted by the National Geodetic Survey in 1992..
 TE1228.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TE1228.rate of 1.1 thru 2.0 mm/km.
 TE1228
 TE1228.The geoid height was determined by GEOID03.
 TE1228
 TE1228.The dynamic height is computed by dividing the NAVD 88
 TE1228.geopotential number by the normal gravity value computed on the
 TE1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1228.degrees latitude (g = 980.6199 gals.).
 TE1228
 TE1228.The modeled gravity was interpolated from observed gravity values.
 TE1228
 TE1228;                    North         East    Units  Estimated Accuracy
 TE1228;SPC ND N     -   141,800.      696,790.      MT  (+/- 180 meters Scaled)
 TE1228
 TE1228                          SUPERSEDED SURVEY CONTROL
 TE1228
 TE1228.No superseded survey control is available for this station.
 TE1228
 TE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU854461(NAD 83)
 TE1228_MARKER: Q = CHISELED SQUARE
 TE1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1228_SP_SET: FOOTING
 TE1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1228
 TE1228  HISTORY     - Date     Condition        Report By
 TE1228  HISTORY     - UNK      MONUMENTED       CGS
 TE1228  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE1228
 TE1228                          STATION DESCRIPTION
 TE1228
 TE1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1228'IN CHURCHES FERRY.
 TE1228'ON THE GREAT NORTHERN RAILWAY, EAST OF THE STATION, NORTH OF THE
 TE1228'TRACK, AT THE WATER TANK, AND ON THE TOP OF THE SOUTHWEST CORNER OF
 TE1228'THE SOUTHWEST FOOTING.  THE BOTTOM OF A 1-INCH SQUARE HOLE.  NOTE--
 TE1228'PREVIOUSLY REPORTED AS A CHISELED SQUARE BY MISTAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1121 ***********************************************************************
 TF1121  DESIGNATION -  J 2 B 2
 TF1121  PID         -  TF1121
 TF1121  STATE/COUNTY-  ND/WARD
 TF1121  USGS QUAD   -  HARTLAND (1949)
 TF1121
 TF1121                         *CURRENT SURVEY CONTROL
 TF1121  ___________________________________________________________________
 TF1121* NAD 83(1986)-  48 27 32.     (N)    101 49 17.     (W)     SCALED    
 TF1121* NAVD 88     -       604.442  (meters)    1983.07   (feet)  ADJUSTED  
 TF1121  ___________________________________________________________________
 TF1121  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TF1121  DYNAMIC HT  -         604.552 (meters)    1983.43  (feet)  COMP
 TF1121  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 TF1121
 TF1121  VERT ORDER  -  FIRST     CLASS II
 TF1121
 TF1121.The horizontal coordinates were scaled from a topographic map and have
 TF1121.an estimated accuracy of +/- 6 seconds.
 TF1121
 TF1121.The orthometric height was determined by differential leveling
 TF1121.and adjusted by the National Geodetic Survey in June 1991..
 TF1121
 TF1121.The geoid height was determined by GEOID03.
 TF1121
 TF1121.The dynamic height is computed by dividing the NAVD 88
 TF1121.geopotential number by the normal gravity value computed on the
 TF1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1121.degrees latitude (g = 980.6199 gals.).
 TF1121
 TF1121.The modeled gravity was interpolated from observed gravity values.
 TF1121
 TF1121;                    North         East    Units  Estimated Accuracy
 TF1121;SPC ND N     -   163,040.      502,280.      MT  (+/- 180 meters Scaled)
 TF1121
 TF1121                          SUPERSEDED SURVEY CONTROL
 TF1121
 TF1121  NGVD 29 (??/??/92)  604.03   (m)         1981.7    (f) COMPUTED    1 2
 TF1121
 TF1121.Superseded values are not recommended for survey control.
 TF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1121.See file dsdata.txt to determine how the superseded data were derived.
 TF1121
 TF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU914711(NAD 83)
 TF1121_MARKER: DD = SURVEY DISK
 TF1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1121+STABILITY: SURFACE MOTION
 TF1121
 TF1121  HISTORY     - Date     Condition        Report By
 TF1121  HISTORY     - UNK      MONUMENTED       DOD
 TF1121  HISTORY     - 1963     GOOD             NGS
 TF1121
 TF1121                          STATION DESCRIPTION
 TF1121
 TF1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1121'5.55 MI S FROM DONNYBROOK.
 TF1121'ABOUT 3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1121'STATION AT DONNYBROOK, THENCE 1.7 MILES SOUTH ALONG A GRAVELED ROAD TO
 TF1121'THE JUNCTION OF A PRIVATE ROAD LEADING EAST, THENCE 0.2 MILE SOUTHEAST
 TF1121'ACROSS COUNTRY, 0.2 MILE SOUTH OF A FARMHOUSE, 0.1 MILE SOUTH OF AN
 TF1121'EAST-WEST ROW OF POWER POLES, AND THE TOP SURFACE OVER THE CENTER HOLE
 TF1121'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF1121'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1118 ***********************************************************************
 TF1118  DESIGNATION -  J 2 Z
 TF1118  PID         -  TF1118
 TF1118  STATE/COUNTY-  ND/WARD
 TF1118  USGS QUAD   -  HARTLAND (1949)
 TF1118
 TF1118                         *CURRENT SURVEY CONTROL
 TF1118  ___________________________________________________________________
 TF1118* NAD 83(1986)-  48 26 57.     (N)    101 49 16.     (W)     SCALED    
 TF1118* NAVD 88     -       609.508  (meters)    1999.69   (feet)  ADJUSTED  
 TF1118  ___________________________________________________________________
 TF1118  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 TF1118  DYNAMIC HT  -         609.617 (meters)    2000.05  (feet)  COMP
 TF1118  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 TF1118
 TF1118  VERT ORDER  -  FIRST     CLASS II
 TF1118
 TF1118.The horizontal coordinates were scaled from a topographic map and have
 TF1118.an estimated accuracy of +/- 6 seconds.
 TF1118
 TF1118.The orthometric height was determined by differential leveling
 TF1118.and adjusted by the National Geodetic Survey in June 1991..
 TF1118
 TF1118.The geoid height was determined by GEOID03.
 TF1118
 TF1118.The dynamic height is computed by dividing the NAVD 88
 TF1118.geopotential number by the normal gravity value computed on the
 TF1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1118.degrees latitude (g = 980.6199 gals.).
 TF1118
 TF1118.The modeled gravity was interpolated from observed gravity values.
 TF1118
 TF1118;                    North         East    Units  Estimated Accuracy
 TF1118;SPC ND N     -   161,960.      502,280.      MT  (+/- 180 meters Scaled)
 TF1118
 TF1118                          SUPERSEDED SURVEY CONTROL
 TF1118
 TF1118  NGVD 29 (??/??/92)  609.10   (m)         1998.4    (f) COMPUTED    1 2
 TF1118
 TF1118.Superseded values are not recommended for survey control.
 TF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1118.See file dsdata.txt to determine how the superseded data were derived.
 TF1118
 TF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU914700(NAD 83)
 TF1118_MARKER: DS = TRIANGULATION STATION DISK
 TF1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1118_STAMPING: J 2 Z 1963
 TF1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1118+STABILITY: SURFACE MOTION
 TF1118
 TF1118  HISTORY     - Date     Condition        Report By
 TF1118  HISTORY     - 1963     MONUMENTED       CGS
 TF1118
 TF1118                          STATION DESCRIPTION
 TF1118
 TF1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1118'6.15 MI S FROM DONNYBROOK.
 TF1118'ABOUT 3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1118'STATION AT DONNYBROOK, THENCE 2.5 MILES SOUTH ALONG A GRAVELED ROAD,
 TF1118'0.4 MILE NORTH OF A ROAD JUNCTION, 0.5 MILE EAST-NORTHEAST OF A LARGE
 TF1118'BARN, ABOUT 100 YARDS NORTHWEST OF AND ACROSS THE ROAD FROM A SMALL
 TF1118'GROVE OF TREES 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 60.3 FEET
 TF1118'SOUTH-SOUTHWEST OF J 2 Z R.M. 1, 53.3 FEET NORTH-NORTHWEST OF J 2 Z
 TF1118'R.M. 2, 14 FEET WEST OF A FENCE, 14.0 FEET WEST OF A METAL WITNESS
 TF1118'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT 14 INCHES
 TF1118'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1119 ***********************************************************************
 TF1119  DESIGNATION -  J 2 Z RM 1
 TF1119  PID         -  TF1119
 TF1119  STATE/COUNTY-  ND/WARD
 TF1119  USGS QUAD   -  HARTLAND (1949)
 TF1119
 TF1119                         *CURRENT SURVEY CONTROL
 TF1119  ___________________________________________________________________
 TF1119* NAD 83(1986)-  48 26 58.     (N)    101 49 17.     (W)     SCALED    
 TF1119* NAVD 88     -       609.830  (meters)    2000.75   (feet)  ADJUSTED  
 TF1119  ___________________________________________________________________
 TF1119  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 TF1119  DYNAMIC HT  -         609.939 (meters)    2001.11  (feet)  COMP
 TF1119  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 TF1119
 TF1119  VERT ORDER  -  FIRST     CLASS II
 TF1119
 TF1119.The horizontal coordinates were scaled from a topographic map and have
 TF1119.an estimated accuracy of +/- 6 seconds.
 TF1119
 TF1119.The orthometric height was determined by differential leveling
 TF1119.and adjusted by the National Geodetic Survey in June 1991..
 TF1119
 TF1119.The geoid height was determined by GEOID03.
 TF1119
 TF1119.The dynamic height is computed by dividing the NAVD 88
 TF1119.geopotential number by the normal gravity value computed on the
 TF1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1119.degrees latitude (g = 980.6199 gals.).
 TF1119
 TF1119.The modeled gravity was interpolated from observed gravity values.
 TF1119
 TF1119;                    North         East    Units  Estimated Accuracy
 TF1119;SPC ND N     -   161,990.      502,260.      MT  (+/- 180 meters Scaled)
 TF1119
 TF1119                          SUPERSEDED SURVEY CONTROL
 TF1119
 TF1119  NGVD 29 (??/??/92)  609.42   (m)         1999.4    (f) COMPUTED    1 2
 TF1119
 TF1119.Superseded values are not recommended for survey control.
 TF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1119.See file dsdata.txt to determine how the superseded data were derived.
 TF1119
 TF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU913701(NAD 83)
 TF1119_MARKER: DR = REFERENCE MARK DISK
 TF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1119_STAMPING: J 2 Z NO 1 1963
 TF1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1119+STABILITY: SURFACE MOTION
 TF1119
 TF1119  HISTORY     - Date     Condition        Report By
 TF1119  HISTORY     - 1963     MONUMENTED       CGS
 TF1119
 TF1119                          STATION DESCRIPTION
 TF1119
 TF1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1119'6.15 MI S FROM DONNYBROOK.
 TF1119'ABOUT 3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1119'STATION AT DONNYBROOK, THENCE 2.5 MILES SOUTH ALONG A GRAVELED ROAD,
 TF1119'60.3 FEET NORTH-NORTHEAST OF J 2 Z 1963, 39 1/2 FEET WEST OF THE
 TF1119'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A FENCE, ABOUT 1 1/2 FEET
 TF1119'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1119'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1117 ***********************************************************************
 TF1117  DESIGNATION -  J 2 Z RM 2
 TF1117  PID         -  TF1117
 TF1117  STATE/COUNTY-  ND/WARD
 TF1117  USGS QUAD   -  HARTLAND (1949)
 TF1117
 TF1117                         *CURRENT SURVEY CONTROL
 TF1117  ___________________________________________________________________
 TF1117* NAD 83(1986)-  48 26 58.     (N)    101 49 17.     (W)     SCALED    
 TF1117* NAVD 88     -       609.215  (meters)    1998.73   (feet)  ADJUSTED  
 TF1117  ___________________________________________________________________
 TF1117  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 TF1117  DYNAMIC HT  -         609.324 (meters)    1999.09  (feet)  COMP
 TF1117  MODELED GRAV-     980,769.5   (mgal)                       NAVD 88
 TF1117
 TF1117  VERT ORDER  -  FIRST     CLASS II
 TF1117
 TF1117.The horizontal coordinates were scaled from a topographic map and have
 TF1117.an estimated accuracy of +/- 6 seconds.
 TF1117
 TF1117.The orthometric height was determined by differential leveling
 TF1117.and adjusted by the National Geodetic Survey in June 1991..
 TF1117
 TF1117.The geoid height was determined by GEOID03.
 TF1117
 TF1117.The dynamic height is computed by dividing the NAVD 88
 TF1117.geopotential number by the normal gravity value computed on the
 TF1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1117.degrees latitude (g = 980.6199 gals.).
 TF1117
 TF1117.The modeled gravity was interpolated from observed gravity values.
 TF1117
 TF1117;                    North         East    Units  Estimated Accuracy
 TF1117;SPC ND N     -   161,990.      502,260.      MT  (+/- 180 meters Scaled)
 TF1117
 TF1117                          SUPERSEDED SURVEY CONTROL
 TF1117
 TF1117  NGVD 29 (??/??/92)  608.81   (m)         1997.4    (f) COMPUTED    1 2
 TF1117
 TF1117.Superseded values are not recommended for survey control.
 TF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1117.See file dsdata.txt to determine how the superseded data were derived.
 TF1117
 TF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU913701(NAD 83)
 TF1117_MARKER: DR = REFERENCE MARK DISK
 TF1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1117_STAMPING: J 2 Z NO 2 1963
 TF1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1117+STABILITY: SURFACE MOTION
 TF1117
 TF1117  HISTORY     - Date     Condition        Report By
 TF1117  HISTORY     - 1963     MONUMENTED       CGS
 TF1117
 TF1117                          STATION DESCRIPTION
 TF1117
 TF1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1117'6.15 MI S FROM DONNYBROOK.
 TF1117'ABOUT 3.65 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TF1117'STATION AT DONNYBROOK, THENCE 2.5 MILES SOUTH ALONG A GRAVELED ROAD,
 TF1117'39 FEET WEST OF THE CENTER LINE OF THE ROAD, 53.3 FEET SOUTH-SOUTHEAST
 TF1117'OF J 2 Z 1963, 2 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 TF1117'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0149 ***********************************************************************
 RS0149  DESIGNATION -  J 20
 RS0149  PID         -  RS0149
 RS0149  STATE/COUNTY-  ND/SLOPE
 RS0149  USGS QUAD   -  DAGLUM SE (1982)
 RS0149
 RS0149                         *CURRENT SURVEY CONTROL
 RS0149  ___________________________________________________________________
 RS0149* NAD 83(1986)-  46 31 37.     (N)    103 05 40.     (W)     SCALED    
 RS0149* NAVD 88     -       845.573  (meters)    2774.18   (feet)  ADJUSTED  
 RS0149  ___________________________________________________________________
 RS0149  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RS0149  DYNAMIC HT  -         845.521 (meters)    2774.01  (feet)  COMP
 RS0149  MODELED GRAV-     980,522.8   (mgal)                       NAVD 88
 RS0149
 RS0149  VERT ORDER  -  FIRST     CLASS II
 RS0149
 RS0149.The horizontal coordinates were scaled from a topographic map and have
 RS0149.an estimated accuracy of +/- 6 seconds.
 RS0149
 RS0149.The orthometric height was determined by differential leveling
 RS0149.and adjusted by the National Geodetic Survey in June 1991..
 RS0149
 RS0149.The geoid height was determined by GEOID03.
 RS0149
 RS0149.The dynamic height is computed by dividing the NAVD 88
 RS0149.geopotential number by the normal gravity value computed on the
 RS0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0149.degrees latitude (g = 980.6199 gals.).
 RS0149
 RS0149.The modeled gravity was interpolated from observed gravity values.
 RS0149
 RS0149;                    North         East    Units  Estimated Accuracy
 RS0149;SPC ND S     -    98,910.      400,990.      MT  (+/- 180 meters Scaled)
 RS0149
 RS0149                          SUPERSEDED SURVEY CONTROL
 RS0149
 RS0149  NGVD 29 (??/??/92)  845.044  (m)         2772.45   (f) ADJ UNCH    1 2
 RS0149
 RS0149.Superseded values are not recommended for survey control.
 RS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0149.See file dsdata.txt to determine how the superseded data were derived.
 RS0149
 RS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM461543(NAD 83)
 RS0149_MARKER: DB = BENCH MARK DISK
 RS0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0149_SP_SET: ABUTMENT
 RS0149_STAMPING: J 20 1934
 RS0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0149
 RS0149  HISTORY     - Date     Condition        Report By
 RS0149  HISTORY     - 1934     MONUMENTED       CGS
 RS0149  HISTORY     - 1934     GOOD             NGS
 RS0149
 RS0149                          STATION DESCRIPTION
 RS0149
 RS0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0149'11.8 MI W FROM NEW ENGLAND.
 RS0149'IN SLOPE COUNTY, 11.8 MILES WEST ALONG STATE HIGHWAY 21 FROM NEW
 RS0149'ENGLAND, HETTINGER COUNTY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE
 RS0149'NORTH END OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED J
 RS0149'20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0371 ***********************************************************************
 RS0371  DESIGNATION -  J 20 RESET
 RS0371  PID         -  RS0371
 RS0371  STATE/COUNTY-  ND/SLOPE
 RS0371  USGS QUAD   -  DAGLUM SE (1982)
 RS0371
 RS0371                         *CURRENT SURVEY CONTROL
 RS0371  ___________________________________________________________________
 RS0371* NAD 83(1986)-  46 31 37.     (N)    103 05 40.     (W)     SCALED    
 RS0371* NAVD 88     -       846.31   (meters)    2776.6    (feet)  RESET     
 RS0371  ___________________________________________________________________
 RS0371  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RS0371
 RS0371  VERT ORDER  -  THIRD
 RS0371
 RS0371.The horizontal coordinates were scaled from a topographic map and have
 RS0371.an estimated accuracy of +/- 6 seconds.
 RS0371
 RS0371.The orthometric height was computed from unverified reset data.
 RS0371.No vertical observational check was made to the station.
 RS0371
 RS0371.The geoid height was determined by GEOID03.
 RS0371
 RS0371;                    North         East    Units  Estimated Accuracy
 RS0371;SPC ND S     -    98,910.      400,990.      MT  (+/- 180 meters Scaled)
 RS0371
 RS0371                          SUPERSEDED SURVEY CONTROL
 RS0371
 RS0371  NGVD 29 (11/04/04)  845.78   (m)         2774.9    (f) RESET       3  
 RS0371
 RS0371.Superseded values are not recommended for survey control.
 RS0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0371.See file dsdata.txt to determine how the superseded data were derived.
 RS0371
 RS0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM461543(NAD 83)
 RS0371_MARKER: DB = BENCH MARK DISK
 RS0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0371_STAMPING: J 20 RESET 1982
 RS0371_PROJECTION: PROJECTING 10 CENTIMETERS
 RS0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0371+STABILITY: SURFACE MOTION
 RS0371
 RS0371  HISTORY     - Date     Condition        Report By
 RS0371  HISTORY     - 1982     MONUMENTED       NGS
 RS0371
 RS0371                          STATION DESCRIPTION
 RS0371
 RS0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0371'19.0 KM (11.8 MI) WEST FROM NEW ENGLAND.
 RS0371'19.0 KM (11.8 MI) WEST ALONG HIGHWAY 21 FROM THE JUNCTION OF
 RS0371'HIGHWAYS 21 AND 22 IN NEW ENGLAND, AT THE BOTTOM OF A HILL,
 RS0371'46.5 METERS (152.5 FT) SOUTH OF THE CENTER OF THE HIGHWAY, AND
 RS0371'0.5 METER (1.5 FEET) WEST OF A FENCE.
 RS0371'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0201 ***********************************************************************
 SM0201  DESIGNATION -  J 202
 SM0201  PID         -  SM0201
 SM0201  STATE/COUNTY-  ND/GRIGGS
 SM0201  USGS QUAD   -  JESSIE (1961)
 SM0201
 SM0201                         *CURRENT SURVEY CONTROL
 SM0201  ___________________________________________________________________
 SM0201* NAD 83(1986)-  47 36 06.     (N)    098 10 33.     (W)     SCALED    
 SM0201* NAVD 88     -       441.324  (meters)    1447.91   (feet)  ADJUSTED  
 SM0201  ___________________________________________________________________
 SM0201  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 SM0201  DYNAMIC HT  -         441.385 (meters)    1448.11  (feet)  COMP
 SM0201  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 SM0201
 SM0201  VERT ORDER  -  SECOND    CLASS 0
 SM0201
 SM0201.The horizontal coordinates were scaled from a topographic map and have
 SM0201.an estimated accuracy of +/- 6 seconds.
 SM0201
 SM0201.The orthometric height was determined by differential leveling
 SM0201.and adjusted by the National Geodetic Survey in June 1991..
 SM0201
 SM0201.The geoid height was determined by GEOID03.
 SM0201
 SM0201.The dynamic height is computed by dividing the NAVD 88
 SM0201.geopotential number by the normal gravity value computed on the
 SM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0201.degrees latitude (g = 980.6199 gals.).
 SM0201
 SM0201.The modeled gravity was interpolated from observed gravity values.
 SM0201
 SM0201;                    North         East    Units  Estimated Accuracy
 SM0201;SPC ND N     -    69,530.      774,740.      MT  (+/- 180 meters Scaled)
 SM0201
 SM0201                          SUPERSEDED SURVEY CONTROL
 SM0201
 SM0201  NGVD 29 (??/??/92)  440.983  (m)         1446.79   (f) ADJ UNCH    2 0
 SM0201
 SM0201.Superseded values are not recommended for survey control.
 SM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0201.See file dsdata.txt to determine how the superseded data were derived.
 SM0201
 SM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT619723(NAD 83)
 SM0201_MARKER: DB = BENCH MARK DISK
 SM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0201_STAMPING: J 202 1935
 SM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0201+STABILITY: SURFACE MOTION
 SM0201
 SM0201  HISTORY     - Date     Condition        Report By
 SM0201  HISTORY     - 1935     MONUMENTED       CGS
 SM0201  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0201
 SM0201                          STATION DESCRIPTION
 SM0201
 SM0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0201'11.1 MI NE FROM BINFORD.
 SM0201'8.1 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0201'RAILWAY STATION AT BINFORD, GRIGGS COUNTY, 3.0 MILES NORTH ALONG A
 SM0201'SECTION-LINE ROAD.  AT THE CORNER COMMON TO SECTIONS 27, 28, 33 AND
 SM0201'34, T. 148 N., R. 59 W., AT A ROAD INTERSECTION, 37.5 FEET NORTHEAST
 SM0201'OF THE CENTER OF THE INTERSECTION, 30.4 FEET EAST OF THE CENTERLINE OF
 SM0201'THE NORTH-AND-SOUTH ROAD, 1.9 FEET NORTHEAST OF THE SOUTHWEST CORNER
 SM0201'OF A FIELD FENCE, AND 1.5 FEET NORTH OF THE EAST-AND-WEST FENCE. A
 SM0201'STANDARD DISK, STAMPED J 202 1935 AND SET IN THE TOP OF A CONCRETE
 SM0201'POST.  NOTE-- ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0107 ***********************************************************************
 SM0107  DESIGNATION -  J 203
 SM0107  PID         -  SM0107
 SM0107  STATE/COUNTY-  ND/NELSON
 SM0107  USGS QUAD   -  TOLNA (1951)
 SM0107
 SM0107                         *CURRENT SURVEY CONTROL
 SM0107  ___________________________________________________________________
 SM0107* NAD 83(1986)-  47 47 31.     (N)    098 26 24.     (W)     SCALED    
 SM0107* NAVD 88     -       442.224  (meters)    1450.86   (feet)  ADJUSTED  
 SM0107  ___________________________________________________________________
 SM0107  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0107  DYNAMIC HT  -         442.296 (meters)    1451.10  (feet)  COMP
 SM0107  MODELED GRAV-     980,760.6   (mgal)                       NAVD 88
 SM0107
 SM0107  VERT ORDER  -  SECOND    CLASS 0
 SM0107
 SM0107.The horizontal coordinates were scaled from a topographic map and have
 SM0107.an estimated accuracy of +/- 6 seconds.
 SM0107
 SM0107.The orthometric height was determined by differential leveling
 SM0107.and adjusted by the National Geodetic Survey in June 1991..
 SM0107
 SM0107.The geoid height was determined by GEOID03.
 SM0107
 SM0107.The dynamic height is computed by dividing the NAVD 88
 SM0107.geopotential number by the normal gravity value computed on the
 SM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0107.degrees latitude (g = 980.6199 gals.).
 SM0107
 SM0107.The modeled gravity was interpolated from observed gravity values.
 SM0107
 SM0107;                    North         East    Units  Estimated Accuracy
 SM0107;SPC ND N     -    90,110.      754,320.      MT  (+/- 180 meters Scaled)
 SM0107
 SM0107                          SUPERSEDED SURVEY CONTROL
 SM0107
 SM0107  NGVD 29 (??/??/92)  441.88   (m)         1449.7    (f) COMPUTED    2 0
 SM0107
 SM0107.Superseded values are not recommended for survey control.
 SM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0107.See file dsdata.txt to determine how the superseded data were derived.
 SM0107
 SM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419933(NAD 83)
 SM0107_MARKER: DB = BENCH MARK DISK
 SM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0107_STAMPING: J 203 1935
 SM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0107+STABILITY: SURFACE MOTION
 SM0107
 SM0107  HISTORY     - Date     Condition        Report By
 SM0107  HISTORY     - 1935     MONUMENTED       CGS
 SM0107  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0107
 SM0107                          STATION DESCRIPTION
 SM0107
 SM0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0107'2.3 MI S FROM TOLNA.
 SM0107'2.3 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 SM0107'RAILWAY STATION AT TOLNA, NELSON COUNTY, 0.1 MILE NORTH OF THE CORNER
 SM0107'COMMON TO SECTIONS 22, 23, 26 AND 27, T. 150 N., R. 61 W., 60.9 FEET
 SM0107'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RICHARD HALBORSON FARMHOUSE,
 SM0107'13.9 FEET WEST OF THE NORTHEAST CORNER OF THE YARD FENCE, 44.8 FEET
 SM0107'WEST OF THE CENTERLINE OF THE ROAD, AND 1.3 FEET NORTH OF THE
 SM0107'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED J 203 1935 AND SET IN
 SM0107'THE TOP OF A CONCRETE POST.  NOTE-- ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0480 ***********************************************************************
 SM0480  DESIGNATION -  J 205
 SM0480  PID         -  SM0480
 SM0480  STATE/COUNTY-  ND/BARNES
 SM0480  USGS QUAD   -  DAZEY (1961)
 SM0480
 SM0480                         *CURRENT SURVEY CONTROL
 SM0480  ___________________________________________________________________
 SM0480* NAD 83(1986)-  47 14 28.     (N)    098 13 15.     (W)     SCALED    
 SM0480* NAVD 88     -       434.515  (meters)    1425.57   (feet)  ADJUSTED  
 SM0480  ___________________________________________________________________
 SM0480  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 SM0480  DYNAMIC HT  -         434.548 (meters)    1425.68  (feet)  COMP
 SM0480  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 SM0480
 SM0480  VERT ORDER  -  SECOND    CLASS 0
 SM0480
 SM0480.The horizontal coordinates were scaled from a topographic map and have
 SM0480.an estimated accuracy of +/- 6 seconds.
 SM0480
 SM0480.The orthometric height was determined by differential leveling
 SM0480.and adjusted by the National Geodetic Survey in June 1991..
 SM0480
 SM0480.The geoid height was determined by GEOID03.
 SM0480
 SM0480.The dynamic height is computed by dividing the NAVD 88
 SM0480.geopotential number by the normal gravity value computed on the
 SM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0480.degrees latitude (g = 980.6199 gals.).
 SM0480
 SM0480.The modeled gravity was interpolated from observed gravity values.
 SM0480
 SM0480;                    North         East    Units  Estimated Accuracy
 SM0480;SPC ND S     -   177,520.      772,530.      MT  (+/- 180 meters Scaled)
 SM0480
 SM0480                          SUPERSEDED SURVEY CONTROL
 SM0480
 SM0480  NGVD 29 (??/??/92)  434.166  (m)         1424.43   (f) ADJ UNCH    2 0
 SM0480
 SM0480.Superseded values are not recommended for survey control.
 SM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0480.See file dsdata.txt to determine how the superseded data were derived.
 SM0480
 SM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT589322(NAD 83)
 SM0480_MARKER: DB = BENCH MARK DISK
 SM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0480_STAMPING: J 205 1935
 SM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0480+STABILITY: SURFACE MOTION
 SM0480
 SM0480  HISTORY     - Date     Condition        Report By
 SM0480  HISTORY     - 1935     MONUMENTED       CGS
 SM0480  HISTORY     - 1961     GOOD             NGS
 SM0480
 SM0480                          STATION DESCRIPTION
 SM0480
 SM0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0480'3.0 MI SW FROM WALUM.
 SM0480'IN BARNES COUNTY, 1.8 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY
 SM0480'FROM THE STATION AT WALUM, GRIGGS COUNTY, THENCE 1.2 MILES WEST ALONG
 SM0480'A SECTION-LINE ROAD.  0.3 MILE WEST OF A SECTION-LINE ROAD
 SM0480'INTERSECTION, 0.2 MILE WEST OF THE LEON SENFF FARMHOUSE, IN SECTION
 SM0480'36, T. 144 N., R. 60 W., 18 FEET NORTH OF THE CENTER LINE OF THE ROAD
 SM0480'(GRIGGS-BARNES COUNTY LINE), 11.2 FEET EAST OF THE SOUTHWEST CORNER OF
 SM0480'A FENCE, AND 1 FOOT SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 SM0480'DISK, STAMPED J 205 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0564 ***********************************************************************
 SM0564  DESIGNATION -  J 206
 SM0564  PID         -  SM0564
 SM0564  STATE/COUNTY-  ND/FOSTER
 SM0564  USGS QUAD   -  KENSAL (1951)
 SM0564
 SM0564                         *CURRENT SURVEY CONTROL
 SM0564  ___________________________________________________________________
 SM0564* NAD 83(1986)-  47 21 20.     (N)    098 38 54.     (W)     SCALED    
 SM0564* NAVD 88     -       458.171  (meters)    1503.18   (feet)  ADJUSTED  
 SM0564  ___________________________________________________________________
 SM0564  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 SM0564  DYNAMIC HT  -         458.215 (meters)    1503.33  (feet)  COMP
 SM0564  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 SM0564
 SM0564  VERT ORDER  -  SECOND    CLASS 0
 SM0564
 SM0564.The horizontal coordinates were scaled from a topographic map and have
 SM0564.an estimated accuracy of +/- 6 seconds.
 SM0564
 SM0564.The orthometric height was determined by differential leveling
 SM0564.and adjusted by the National Geodetic Survey in June 1991..
 SM0564
 SM0564.The geoid height was determined by GEOID03.
 SM0564
 SM0564.The dynamic height is computed by dividing the NAVD 88
 SM0564.geopotential number by the normal gravity value computed on the
 SM0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0564.degrees latitude (g = 980.6199 gals.).
 SM0564
 SM0564.The modeled gravity was interpolated from observed gravity values.
 SM0564
 SM0564;                    North         East    Units  Estimated Accuracy
 SM0564;SPC ND N     -    41,210.      739,880.      MT  (+/- 180 meters Scaled)
 SM0564
 SM0564                          SUPERSEDED SURVEY CONTROL
 SM0564
 SM0564  NGVD 29 (??/??/92)  457.802  (m)         1501.97   (f) ADJ UNCH    2 0
 SM0564
 SM0564.Superseded values are not recommended for survey control.
 SM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0564.See file dsdata.txt to determine how the superseded data were derived.
 SM0564
 SM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT265447(NAD 83)
 SM0564_MARKER: DB = BENCH MARK DISK
 SM0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0564_STAMPING: J 206 1935
 SM0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0564+STABILITY: SURFACE MOTION
 SM0564
 SM0564  HISTORY     - Date     Condition        Report By
 SM0564  HISTORY     - 1935     MONUMENTED       CGS
 SM0564  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0564
 SM0564                          STATION DESCRIPTION
 SM0564
 SM0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0564'13 MI WSW FROM SUTTON.
 SM0564'IN FOSTER COUNTY, 0.3 MILE EAST ALONG A SECTION-LINE ROAD FROM THE
 SM0564'GREAT NORTHERN RAILWAY STATION AT SUTTON, GRIGGS COUNTY, THENCE 3.0
 SM0564'MILES SOUTH AND 10.0 MILES WEST ALONG SECTION-LINE ROADS.  IN SECTION
 SM0564'26, T. 145 N., R. 63 W., AT THE CORNER OF SECTIONS 23, 24, 25, AND 26,
 SM0564'AT A ROAD INTERSECTION, 52 FEET SOUTHWEST OF THE CENTER OF THE
 SM0564'INTERSECTION, 46 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST
 SM0564'ROAD, 22 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD,
 SM0564'13.5 FEET SOUTH OF THE NORTHEAST CORNER OF A WOVEN-WIRE FENCE AND A
 SM0564'POLE, AND 0.9 FOOT EAST OF THE NORTH-AND-SOUTH WOVEN-WIRE FENCE.  A
 SM0564'STANDARD DISK, STAMPED J 206 1935 AND SET IN THE TOP OF A CONCRETE
 SM0564'POST.  NOTE-- LOCATION IS IN THE BOTTOM OF THE GRADER DITCH ON WEST
 SM0564'SIDE OF NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0329 ***********************************************************************
 RR0329  DESIGNATION -  J 21
 RR0329  PID         -  RR0329
 RR0329  STATE/COUNTY-  ND/MORTON
 RR0329  USGS QUAD   -  NEW SALEM (1980)
 RR0329
 RR0329                         *CURRENT SURVEY CONTROL
 RR0329  ___________________________________________________________________
 RR0329* NAD 83(1986)-  46 49 59.     (N)    101 23 07.     (W)     SCALED    
 RR0329* NAVD 88     -       651.940  (meters)    2138.91   (feet)  ADJUSTED  
 RR0329  ___________________________________________________________________
 RR0329  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RR0329  DYNAMIC HT  -         651.943 (meters)    2138.92  (feet)  COMP
 RR0329  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 RR0329
 RR0329  VERT ORDER  -  FIRST     CLASS II
 RR0329
 RR0329.The horizontal coordinates were scaled from a topographic map and have
 RR0329.an estimated accuracy of +/- 6 seconds.
 RR0329
 RR0329.The orthometric height was determined by differential leveling
 RR0329.and adjusted by the National Geodetic Survey in June 1991..
 RR0329
 RR0329.The geoid height was determined by GEOID03.
 RR0329
 RR0329.The dynamic height is computed by dividing the NAVD 88
 RR0329.geopotential number by the normal gravity value computed on the
 RR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0329.degrees latitude (g = 980.6199 gals.).
 RR0329
 RR0329.The modeled gravity was interpolated from observed gravity values.
 RR0329
 RR0329;                    North         East    Units  Estimated Accuracy
 RR0329;SPC ND S     -   130,030.      532,470.      MT  (+/- 180 meters Scaled)
 RR0329
 RR0329                          SUPERSEDED SURVEY CONTROL
 RR0329
 RR0329  NGVD 29 (??/??/92)  651.503  (m)         2137.47   (f) ADJ UNCH    1 2
 RR0329
 RR0329.Superseded values are not recommended for survey control.
 RR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0329.See file dsdata.txt to determine how the superseded data were derived.
 RR0329
 RR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS180893(NAD 83)
 RR0329_MARKER: DB = BENCH MARK DISK
 RR0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0329_SP_SET: CONCRETE POST
 RR0329_STAMPING: J 21 1933 2137.473
 RR0329_MARK LOGO: CGS   
 RR0329_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0329+STABILITY: SURFACE MOTION
 RR0329
 RR0329  HISTORY     - Date     Condition        Report By
 RR0329  HISTORY     - 1933     MONUMENTED       CGS
 RR0329  HISTORY     - 1956     GOOD             NGS
 RR0329  HISTORY     - 1982     GOOD             NGS
 RR0329  HISTORY     - 1985     GOOD             NGS
 RR0329
 RR0329                          STATION DESCRIPTION
 RR0329
 RR0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0329'1.0 MI S FROM NEW SALEM.
 RR0329'1.0 MILE SOUTH ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF U.S.
 RR0329'HIGHWAY 10 AT NEW SALEM, MORTON COUNTY, 1 MILE EAST ALONG A SECTION
 RR0329'LINEROAD.  AT A TURN TO THE SOUTH, 53 FEET NORTH OF THE PROLONGED
 RR0329'EAST-AND-WEST CENTERLINE OF THE ROAD, AND 53 FEET EAST OF THE
 RR0329'PROLONGED NORTH-AND-SOUTH CENTERLINE OF THE ROAD. A STANDARD DISK,
 RR0329'STAMPED J 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 RR0329'INCHES ABOVE GROUND.
 RR0329
 RR0329                          STATION RECOVERY (1982)
 RR0329
 RR0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0329'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RR0329'0.8 KM (0.5 MI) EASTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0329'STATE HIGHWAY 31 IN NEW SALEM, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG
 RR0329'A PAVED ROAD (COUNTY ROAD 85), THENCE 1.6 KM (1.0 MI) EASTERLY ALONG A
 RR0329'FIELD ROAD, 16.3 METERS (53.5 FT) EAST OF THE EXTENDED CENTER OF A
 RR0329'FIELD ROAD LEADING SOUTH, 16.1 METERS (52.8 FT) NORTH OF THE CENTER OF
 RR0329'THE ROAD AND 8.5 METERS (27.9 FT) NORTH-NORTHEAST OF A T-FENCE CORNER.
 RR0329'THE MARK IS 7.4 METERS  N FROM  A WITNESS POST AND FENCE
 RR0329'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RR0329
 RR0329                          STATION RECOVERY (1985)
 RR0329
 RR0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0902 ***********************************************************************
 TD0902  DESIGNATION -  J 211
 TD0902  PID         -  TD0902
 TD0902  STATE/COUNTY-  ND/WALSH
 TD0902  USGS QUAD   -  EDINBURG NW (1972)
 TD0902
 TD0902                         *CURRENT SURVEY CONTROL
 TD0902  ___________________________________________________________________
 TD0902* NAD 83(1986)-  48 29 05.     (N)    097 59 57.     (W)     SCALED    
 TD0902* NAVD 88     -       422.833  (meters)    1387.24   (feet)  ADJUSTED  
 TD0902  ___________________________________________________________________
 TD0902  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 TD0902  DYNAMIC HT  -         422.915 (meters)    1387.51  (feet)  COMP
 TD0902  MODELED GRAV-     980,792.7   (mgal)                       NAVD 88
 TD0902
 TD0902  VERT ORDER  -  SECOND    CLASS 0
 TD0902
 TD0902.The horizontal coordinates were scaled from a topographic map and have
 TD0902.an estimated accuracy of +/- 6 seconds.
 TD0902
 TD0902.The orthometric height was determined by differential leveling
 TD0902.and adjusted by the National Geodetic Survey in June 1991..
 TD0902
 TD0902.The geoid height was determined by GEOID03.
 TD0902
 TD0902.The dynamic height is computed by dividing the NAVD 88
 TD0902.geopotential number by the normal gravity value computed on the
 TD0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0902.degrees latitude (g = 980.6199 gals.).
 TD0902
 TD0902.The modeled gravity was interpolated from observed gravity values.
 TD0902
 TD0902;                    North         East    Units  Estimated Accuracy
 TD0902;SPC ND N     -   168,080.      784,830.      MT  (+/- 180 meters Scaled)
 TD0902
 TD0902                          SUPERSEDED SURVEY CONTROL
 TD0902
 TD0902  NGVD 29 (??/??/92)  422.448  (m)         1385.98   (f) ADJ UNCH    2 0
 TD0902
 TD0902.Superseded values are not recommended for survey control.
 TD0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0902.See file dsdata.txt to determine how the superseded data were derived.
 TD0902
 TD0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU739706(NAD 83)
 TD0902_MARKER: DB = BENCH MARK DISK
 TD0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0902_SP_SET: BRIDGE
 TD0902_STAMPING: J 211 1935
 TD0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0902
 TD0902  HISTORY     - Date     Condition        Report By
 TD0902  HISTORY     - 1935     MONUMENTED       CGS
 TD0902  HISTORY     - 1964     GOOD             NGS
 TD0902
 TD0902                          STATION DESCRIPTION
 TD0902
 TD0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0902'6.7 MI W FROM EDINBURG.
 TD0902'ABOUT 6.7 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0902'EDINBURG, IN SECTION 21, T 158 N, R 57 W, ON THE INSIDE OF A LONG
 TD0902'CURVE IN THE ROAD, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET
 TD0902'IN THE TOP OF THE CONCRETE WINGWALL AT THE NORTHWEST CORNER OF A
 TD0902'NARROW 35-FOOT STEEL BRIDGE OVER TIBER CREEK, 3 FEET NORTHWEST OF THE
 TD0902'WEST END OF THE NORTH STEEL TRUSS OF THE BRIDGE, AND ABOUT 2 FEET
 TD0902'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0298 ***********************************************************************
 RR0298  DESIGNATION -  J 212
 RR0298  PID         -  RR0298
 RR0298  STATE/COUNTY-  ND/BURLEIGH
 RR0298  USGS QUAD   -  BURNT BUTTE (1979)
 RR0298
 RR0298                         *CURRENT SURVEY CONTROL
 RR0298  ___________________________________________________________________
 RR0298* NAD 83(1986)-  46 56 22.     (N)    100 45 20.     (W)     SCALED    
 RR0298* NAVD 88     -       565.441  (meters)    1855.12   (feet)  ADJUSTED  
 RR0298  ___________________________________________________________________
 RR0298  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0298  DYNAMIC HT  -         565.448 (meters)    1855.14  (feet)  COMP
 RR0298  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 RR0298
 RR0298  VERT ORDER  -  FIRST     CLASS II
 RR0298
 RR0298.The horizontal coordinates were scaled from a topographic map and have
 RR0298.an estimated accuracy of +/- 6 seconds.
 RR0298
 RR0298.The orthometric height was determined by differential leveling
 RR0298.and adjusted by the National Geodetic Survey in June 1991..
 RR0298
 RR0298.The geoid height was determined by GEOID03.
 RR0298
 RR0298.The dynamic height is computed by dividing the NAVD 88
 RR0298.geopotential number by the normal gravity value computed on the
 RR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0298.degrees latitude (g = 980.6199 gals.).
 RR0298
 RR0298.The modeled gravity was interpolated from observed gravity values.
 RR0298
 RR0298;                    North         East    Units  Estimated Accuracy
 RR0298;SPC ND S     -   141,510.      580,540.      MT  (+/- 180 meters Scaled)
 RR0298
 RR0298                          SUPERSEDED SURVEY CONTROL
 RR0298
 RR0298  NGVD 29 (??/??/92)  565.013  (m)         1853.71   (f) ADJ UNCH    1 2
 RR0298
 RR0298.Superseded values are not recommended for survey control.
 RR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0298.See file dsdata.txt to determine how the superseded data were derived.
 RR0298
 RR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS663999(NAD 83)
 RR0298_MARKER: DB = BENCH MARK DISK
 RR0298_SETTING: 66 = SET IN ROCK OUTCROP
 RR0298_SP_SET: OUTCROP
 RR0298_STAMPING: J 212 1962
 RR0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0298+STABILITY: POSITION/ELEVATION WELL
 RR0298
 RR0298  HISTORY     - Date     Condition        Report By
 RR0298  HISTORY     - 1962     MONUMENTED       CGS
 RR0298  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0298
 RR0298                          STATION DESCRIPTION
 RR0298
 RR0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0298'6.2 MI S FROM BALDWIN.
 RR0298'ABOUT 6.2 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0298'STATION AT BALDWIN, ACROSS THE TRACK FROM THE 9TH POLE NORTH OF THE
 RR0298'MILEPOST, NO 549, SET IN TOP OF A 45 BY 6 FOOT GRANITE ROCK OUTCROP,
 RR0298'83 FEET NORTH OF A FENCE CORNER, 38 FEET EAST OF THE EAST RAIL, 46.5
 RR0298'FEET NORTH NORTHEAST ACROSS THE FENCE FROM TELEPHONE POLE NO 7, 42
 RR0298'FEET SOUTHWEST AND ACROSS THE FENCE FROM A COTTONWOOD TREE, 6.4 FEET
 RR0298'WEST OF A FENCE LINE, ABOUT 10 FEET LOWER THAN THE TRACK, SET IN THE
 RR0298'TOP OF A ROCK OUTCROP.
 RR0298
 RR0298                          STATION RECOVERY (1982)
 RR0298
 RR0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0832 ***********************************************************************
 SN0832  DESIGNATION -  J 213
 SN0832  PID         -  SN0832
 SN0832  STATE/COUNTY-  ND/MCLEAN
 SN0832  USGS QUAD   -  WASHBURN (1980)
 SN0832
 SN0832                         *CURRENT SURVEY CONTROL
 SN0832  ___________________________________________________________________
 SN0832* NAD 83(1986)-  47 18 59.     (N)    101 04 08.     (W)     SCALED    
 SN0832* NAVD 88     -       559.419  (meters)    1835.36   (feet)  ADJUSTED  
 SN0832  ___________________________________________________________________
 SN0832  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SN0832  DYNAMIC HT  -         559.463 (meters)    1835.50  (feet)  COMP
 SN0832  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 SN0832
 SN0832  VERT ORDER  -  FIRST     CLASS II
 SN0832
 SN0832.The horizontal coordinates were scaled from a topographic map and have
 SN0832.an estimated accuracy of +/- 6 seconds.
 SN0832
 SN0832.The orthometric height was determined by differential leveling
 SN0832.and adjusted by the National Geodetic Survey in June 1991..
 SN0832
 SN0832.The geoid height was determined by GEOID03.
 SN0832
 SN0832.The dynamic height is computed by dividing the NAVD 88
 SN0832.geopotential number by the normal gravity value computed on the
 SN0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0832.degrees latitude (g = 980.6199 gals.).
 SN0832
 SN0832.The modeled gravity was interpolated from observed gravity values.
 SN0832
 SN0832;                    North         East    Units  Estimated Accuracy
 SN0832;SPC ND N     -    35,340.      556,990.      MT  (+/- 180 meters Scaled)
 SN0832
 SN0832                          SUPERSEDED SURVEY CONTROL
 SN0832
 SN0832.No superseded survey control is available for this station.
 SN0832
 SN0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT436424(NAD 83)
 SN0832_MARKER: DB = BENCH MARK DISK
 SN0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0832_STAMPING: J 213 1962
 SN0832_MARK LOGO: CGS   
 SN0832_PROJECTION: PROJECTING 5 CENTIMETERS
 SN0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0832+STABILITY: SURFACE MOTION
 SN0832
 SN0832  HISTORY     - Date     Condition        Report By
 SN0832  HISTORY     - 1962     MONUMENTED       CGS
 SN0832  HISTORY     - 1982     GOOD             NGS
 SN0832
 SN0832                          STATION DESCRIPTION
 SN0832
 SN0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0832'2.8 MI NW FROM WASHBURN.
 SN0832'2.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0832'WASHBURN, AT MILEPOLE NO 513, 97 FEET EAST AND ACROSS THE TRACK FROM
 SN0832'THE MILEPOLE, 45 FEET EAST OF THE EAST RAIL, 2.5 FEET WEST OF A
 SN0832'TELEGRAPH POLE, 1.5 FEET NORTH OF A WITNESS POST, 3 FEET LOWER THAN
 SN0832'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0832
 SN0832                          STATION RECOVERY (1982)
 SN0832
 SN0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0832'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0832'16.5 KM (10.25 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0832'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 45.2 METERS (148.3 FT)
 SN0832'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 SN0832'29.6 METERS (97.1 FT) EAST OF RAILROAD MILEPOST 513 AND 13.8 METERS
 SN0832'(45.3 FT) NORTHEAST OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 SN0832'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SN0832'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0536 ***********************************************************************
 SN0536  DESIGNATION -  J 214
 SN0536  PID         -  SN0536
 SN0536  STATE/COUNTY-  ND/MCLEAN
 SN0536  USGS QUAD   -  GARRISON (1981)
 SN0536
 SN0536                         *CURRENT SURVEY CONTROL
 SN0536  ___________________________________________________________________
 SN0536* NAD 83(1986)-  47 38 31.     (N)    101 24 24.     (W)     SCALED    
 SN0536* NAVD 88     -       585.523  (meters)    1921.00   (feet)  ADJUSTED  
 SN0536  ___________________________________________________________________
 SN0536  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 SN0536  DYNAMIC HT  -         585.574 (meters)    1921.17  (feet)  COMP
 SN0536  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 SN0536
 SN0536  VERT ORDER  -  FIRST     CLASS II
 SN0536
 SN0536.The horizontal coordinates were scaled from a topographic map and have
 SN0536.an estimated accuracy of +/- 6 seconds.
 SN0536
 SN0536.The orthometric height was determined by differential leveling
 SN0536.and adjusted by the National Geodetic Survey in June 1991..
 SN0536
 SN0536.The geoid height was determined by GEOID03.
 SN0536
 SN0536.The dynamic height is computed by dividing the NAVD 88
 SN0536.geopotential number by the normal gravity value computed on the
 SN0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0536.degrees latitude (g = 980.6199 gals.).
 SN0536
 SN0536.The modeled gravity was interpolated from observed gravity values.
 SN0536
 SN0536;                    North         East    Units  Estimated Accuracy
 SN0536;SPC ND N     -    71,770.      531,880.      MT  (+/- 180 meters Scaled)
 SN0536
 SN0536                          SUPERSEDED SURVEY CONTROL
 SN0536
 SN0536  NGVD 29 (??/??/92)  585.127  (m)         1919.70   (f) ADJ UNCH    1 2
 SN0536
 SN0536.Superseded values are not recommended for survey control.
 SN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0536.See file dsdata.txt to determine how the superseded data were derived.
 SN0536
 SN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT192793(NAD 83)
 SN0536_MARKER: DB = BENCH MARK DISK
 SN0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0536_STAMPING: J 214 1962
 SN0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0536+STABILITY: SURFACE MOTION
 SN0536
 SN0536  HISTORY     - Date     Condition        Report By
 SN0536  HISTORY     - 1962     MONUMENTED       CGS
 SN0536
 SN0536                          STATION DESCRIPTION
 SN0536
 SN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0536'0.8 MI SE FROM GARRISON.
 SN0536'ABOUT 0.8 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0536'AT GARRISON, AT MILEPOLE 482, 86 FEET SOUTHWEST AND ACROSS THE TRACK
 SN0536'FROM THE MILEPOLE, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET
 SN0536'NORTHEAST OF A FENCE LINE, 1.5 FEET WEST OF A WITNESS POST, A DISK IN
 SN0536'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1022 ***********************************************************************
 SN1022  DESIGNATION -  J 215
 SN1022  PID         -  SN1022
 SN1022  STATE/COUNTY-  ND/WARD
 SN1022  USGS QUAD   -  RYDER (1981)
 SN1022
 SN1022                         *CURRENT SURVEY CONTROL
 SN1022  ___________________________________________________________________
 SN1022* NAD 83(1986)-  47 54 53.     (N)    101 40 26.     (W)     SCALED    
 SN1022* NAVD 88     -       643.327  (meters)    2110.65   (feet)  ADJUSTED  
 SN1022  ___________________________________________________________________
 SN1022  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1022  DYNAMIC HT  -         643.408 (meters)    2110.91  (feet)  COMP
 SN1022  MODELED GRAV-     980,716.8   (mgal)                       NAVD 88
 SN1022
 SN1022  VERT ORDER  -  SECOND    CLASS 0
 SN1022
 SN1022.The horizontal coordinates were scaled from a topographic map and have
 SN1022.an estimated accuracy of +/- 6 seconds.
 SN1022
 SN1022.The orthometric height was determined by differential leveling
 SN1022.and adjusted by the National Geodetic Survey in June 1991..
 SN1022
 SN1022.The geoid height was determined by GEOID03.
 SN1022
 SN1022.The dynamic height is computed by dividing the NAVD 88
 SN1022.geopotential number by the normal gravity value computed on the
 SN1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1022.degrees latitude (g = 980.6199 gals.).
 SN1022
 SN1022.The modeled gravity was interpolated from observed gravity values.
 SN1022
 SN1022;                    North         East    Units  Estimated Accuracy
 SN1022;SPC ND N     -   102,370.      512,260.      MT  (+/- 180 meters Scaled)
 SN1022
 SN1022                          SUPERSEDED SURVEY CONTROL
 SN1022
 SN1022  NGVD 29 (??/??/92)  642.919  (m)         2109.31   (f) ADJ UNCH    2 0
 SN1022
 SN1022.Superseded values are not recommended for survey control.
 SN1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1022.See file dsdata.txt to determine how the superseded data were derived.
 SN1022
 SN1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU002102(NAD 83)
 SN1022_MARKER: DB = BENCH MARK DISK
 SN1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN1022_SP_SET: FOUNDATION
 SN1022_STAMPING: J 215 1962
 SN1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1022
 SN1022  HISTORY     - Date     Condition        Report By
 SN1022  HISTORY     - 1962     MONUMENTED       CGS
 SN1022
 SN1022                          STATION DESCRIPTION
 SN1022
 SN1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1022'IN RYDER.
 SN1022'AT RYDER, SET VERTICALLY IN THE WEST FACE OF THE CIRCULAR CONCRETE
 SN1022'FOUNDATION OF THE MOST WESTERLY OF SIX BUTLER GRAIN BINS, AT THE 0.
 SN1022'AND M. GRAIN ELEVATOR, 74 FEET SOUTH OF AND ACROSS THE TRACK FROM THE
 SN1022'SOUTHEAST CORNER OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN1022'RAILROAD STATION, 54.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 SN1022'0.3 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH THE
 SN1022'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1081 ***********************************************************************
 SN1081  DESIGNATION -  J 216
 SN1081  PID         -  SN1081
 SN1081  STATE/COUNTY-  ND/MCLEAN
 SN1081  USGS QUAD   -  EMMET NE (1956)
 SN1081
 SN1081                         *CURRENT SURVEY CONTROL
 SN1081  ___________________________________________________________________
 SN1081* NAD 83(1986)-  47 38 45.     (N)    101 31 38.     (W)     SCALED    
 SN1081* NAVD 88     -       611.493  (meters)    2006.21   (feet)  ADJUSTED  
 SN1081  ___________________________________________________________________
 SN1081  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 SN1081  DYNAMIC HT  -         611.552 (meters)    2006.40  (feet)  COMP
 SN1081  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 SN1081
 SN1081  VERT ORDER  -  SECOND    CLASS 0
 SN1081
 SN1081.The horizontal coordinates were scaled from a topographic map and have
 SN1081.an estimated accuracy of +/- 6 seconds.
 SN1081
 SN1081.The orthometric height was determined by differential leveling
 SN1081.and adjusted by the National Geodetic Survey in June 1991..
 SN1081
 SN1081.The geoid height was determined by GEOID03.
 SN1081
 SN1081.The dynamic height is computed by dividing the NAVD 88
 SN1081.geopotential number by the normal gravity value computed on the
 SN1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1081.degrees latitude (g = 980.6199 gals.).
 SN1081
 SN1081.The modeled gravity was interpolated from observed gravity values.
 SN1081
 SN1081;                    North         East    Units  Estimated Accuracy
 SN1081;SPC ND N     -    72,320.      522,830.      MT  (+/- 180 meters Scaled)
 SN1081
 SN1081                          SUPERSEDED SURVEY CONTROL
 SN1081
 SN1081  NGVD 29 (??/??/92)  611.085  (m)         2004.87   (f) ADJ UNCH    2 0
 SN1081
 SN1081.Superseded values are not recommended for survey control.
 SN1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1081.See file dsdata.txt to determine how the superseded data were derived.
 SN1081
 SN1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT102800(NAD 83)
 SN1081_MARKER: DB = BENCH MARK DISK
 SN1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1081_STAMPING: J 216 1962
 SN1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1081+STABILITY: SURFACE MOTION
 SN1081
 SN1081  HISTORY     - Date     Condition        Report By
 SN1081  HISTORY     - 1962     MONUMENTED       CGS
 SN1081
 SN1081                          STATION DESCRIPTION
 SN1081
 SN1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1081'6.6 MI W FROM GARRISON.
 SN1081'0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1081'GARRISON, THENCE 4.3 MILE WEST ALONG STATE HIGHWAY 37, THENCE 0.5 MILE
 SN1081'NORTH ALONG A GRAVELED ROAD, THENCE 0.9 MILE SOUTHWEST ALONG OLD
 SN1081'HIGHWAY 37, THENCE 0.6 MILE WEST ALONG STATE HIGHWAY 37, AT A T ROAD
 SN1081'INTERSECTION.  ALSO.  6 MILE WEST ALONG STATE HIGHWAY 37 FROM
 SN1081'GARRISON, 189 FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION,
 SN1081'184 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET WEST OF THE
 SN1081'CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A POWER POLE, 1.5 FEET EAST OF
 SN1081'A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, A DISK IN THE TOP
 SN1081'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1062 ***********************************************************************
 TF1062  DESIGNATION -  J 217
 TF1062  PID         -  TF1062
 TF1062  STATE/COUNTY-  ND/WARD
 TF1062  USGS QUAD   -  MINOT (1979)
 TF1062
 TF1062                         *CURRENT SURVEY CONTROL
 TF1062  ___________________________________________________________________
 TF1062* NAD 83(1986)-  48 09 13.     (N)    101 17 48.     (W)     SCALED    
 TF1062* NAVD 88     -       544.579  (meters)    1786.67   (feet)  ADJUSTED  
 TF1062  ___________________________________________________________________
 TF1062  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 TF1062  DYNAMIC HT  -         544.662 (meters)    1786.95  (feet)  COMP
 TF1062  MODELED GRAV-     980,746.9   (mgal)                       NAVD 88
 TF1062
 TF1062  VERT ORDER  -  FIRST     CLASS II
 TF1062
 TF1062.The horizontal coordinates were scaled from a topographic map and have
 TF1062.an estimated accuracy of +/- 6 seconds.
 TF1062
 TF1062.The orthometric height was determined by differential leveling
 TF1062.and adjusted by the National Geodetic Survey in June 1991..
 TF1062
 TF1062.The geoid height was determined by GEOID03.
 TF1062
 TF1062.The dynamic height is computed by dividing the NAVD 88
 TF1062.geopotential number by the normal gravity value computed on the
 TF1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1062.degrees latitude (g = 980.6199 gals.).
 TF1062
 TF1062.The modeled gravity was interpolated from observed gravity values.
 TF1062
 TF1062;                    North         East    Units  Estimated Accuracy
 TF1062;SPC ND N     -   128,570.      540,730.      MT  (+/- 180 meters Scaled)
 TF1062
 TF1062                          SUPERSEDED SURVEY CONTROL
 TF1062
 TF1062  NGVD 29 (??/??/92)  544.207  (m)         1785.45   (f) ADJ UNCH    1 2
 TF1062
 TF1062.Superseded values are not recommended for survey control.
 TF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1062.See file dsdata.txt to determine how the superseded data were derived.
 TF1062
 TF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291359(NAD 83)
 TF1062_MARKER: DB = BENCH MARK DISK
 TF1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1062_STAMPING: J 217 1962
 TF1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1062+STABILITY: SURFACE MOTION
 TF1062
 TF1062  HISTORY     - Date     Condition        Report By
 TF1062  HISTORY     - 1962     MONUMENTED       CGS
 TF1062
 TF1062                          STATION DESCRIPTION
 TF1062
 TF1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1062'5.4 MI S FROM MINOT.
 TF1062'5.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT. AT
 TF1062'A GRADED ROAD INTERSECTION.  ABOUT 87 FEET NORTHWEST OF THE CENTERLINE
 TF1062'OF THE INTERSECTION, 70.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TF1062'53 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18.5 FEET NORTH OF A
 TF1062'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1.9 FEET SOUTH OF A WITNESS
 TF1062'POST, ABOUT 4 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 TF1062'POST PROJECTION 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1063 ***********************************************************************
 TF1063  DESIGNATION -  J 217 RESET
 TF1063  PID         -  TF1063
 TF1063  STATE/COUNTY-  ND/WARD
 TF1063  USGS QUAD   -  MINOT (1979)
 TF1063
 TF1063                         *CURRENT SURVEY CONTROL
 TF1063  ___________________________________________________________________
 TF1063* NAD 83(1986)-  48 09 13.     (N)    101 17 48.     (W)     SCALED    
 TF1063* NAVD 88     -       544.429  (meters)    1786.18   (feet)  ADJUSTED  
 TF1063  ___________________________________________________________________
 TF1063  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 TF1063  DYNAMIC HT  -         544.513 (meters)    1786.46  (feet)  COMP
 TF1063  MODELED GRAV-     980,746.9   (mgal)                       NAVD 88
 TF1063
 TF1063  VERT ORDER  -  FIRST     CLASS II
 TF1063
 TF1063.The horizontal coordinates were scaled from a topographic map and have
 TF1063.an estimated accuracy of +/- 6 seconds.
 TF1063
 TF1063.The orthometric height was determined by differential leveling
 TF1063.and adjusted by the National Geodetic Survey in June 1991..
 TF1063
 TF1063.The geoid height was determined by GEOID03.
 TF1063
 TF1063.The dynamic height is computed by dividing the NAVD 88
 TF1063.geopotential number by the normal gravity value computed on the
 TF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1063.degrees latitude (g = 980.6199 gals.).
 TF1063
 TF1063.The modeled gravity was interpolated from observed gravity values.
 TF1063
 TF1063;                    North         East    Units  Estimated Accuracy
 TF1063;SPC ND N     -   128,570.      540,730.      MT  (+/- 180 meters Scaled)
 TF1063
 TF1063                          SUPERSEDED SURVEY CONTROL
 TF1063
 TF1063.No superseded survey control is available for this station.
 TF1063
 TF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291359(NAD 83)
 TF1063_MARKER: DB = BENCH MARK DISK
 TF1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1063_STAMPING: J 217 RESET 1964
 TF1063_MARK LOGO: CGS   
 TF1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1063+STABILITY: SURFACE MOTION
 TF1063
 TF1063  HISTORY     - Date     Condition        Report By
 TF1063  HISTORY     - 1964     MONUMENTED       CGS
 TF1063  HISTORY     - 1982     GOOD             NGS
 TF1063
 TF1063                          STATION DESCRIPTION
 TF1063
 TF1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1063'5.4 MI S FROM MINOT.
 TF1063'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1063'MINOT, WARD COUNTY, IN THE NORTHWEST ANGLE OF CROSSROADS, ABOUT 200
 TF1063'FEET WEST OF THE CENTERLINE OF THE DUAL HIGHWAY, 145 FEET NORTH OF THE
 TF1063'CENTERLINE OF THE EAST-WEST ROAD, 3 FEET SOUTH OF A TELEPHONE POLE AND
 TF1063'2 FEET NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 TF1063'POST PROJECTING 3 INCHES.
 TF1063
 TF1063                          STATION RECOVERY (1982)
 TF1063
 TF1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1063'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 TF1063'ADD 0.6 METER (2.0 FT) EAST OF A FENCE, DELETE 0.9 METER (3.0 FT)
 TF1063'NORTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0478 ***********************************************************************
 SN0478  DESIGNATION -  J 218
 SN0478  PID         -  SN0478
 SN0478  STATE/COUNTY-  ND/MCLEAN
 SN0478  USGS QUAD   -  BENEDICT (1981)
 SN0478
 SN0478                         *CURRENT SURVEY CONTROL
 SN0478  ___________________________________________________________________
 SN0478* NAD 83(1986)-  47 49 55.     (N)    101 05 55.     (W)     SCALED    
 SN0478* NAVD 88     -       632.286  (meters)    2074.43   (feet)  ADJUSTED  
 SN0478  ___________________________________________________________________
 SN0478  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SN0478  DYNAMIC HT  -         632.349 (meters)    2074.63  (feet)  COMP
 SN0478  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 SN0478
 SN0478  VERT ORDER  -  SECOND    CLASS 0
 SN0478
 SN0478.The horizontal coordinates were scaled from a topographic map and have
 SN0478.an estimated accuracy of +/- 6 seconds.
 SN0478
 SN0478.The orthometric height was determined by differential leveling
 SN0478.and adjusted by the National Geodetic Survey in June 1991..
 SN0478
 SN0478.The geoid height was determined by GEOID03.
 SN0478
 SN0478.The dynamic height is computed by dividing the NAVD 88
 SN0478.geopotential number by the normal gravity value computed on the
 SN0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0478.degrees latitude (g = 980.6199 gals.).
 SN0478
 SN0478.The modeled gravity was interpolated from observed gravity values.
 SN0478
 SN0478;                    North         East    Units  Estimated Accuracy
 SN0478;SPC ND N     -    92,670.      555,190.      MT  (+/- 180 meters Scaled)
 SN0478
 SN0478                          SUPERSEDED SURVEY CONTROL
 SN0478
 SN0478  NGVD 29 (??/??/92)  631.895  (m)         2073.14   (f) ADJ UNCH    2 0
 SN0478
 SN0478.Superseded values are not recommended for survey control.
 SN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0478.See file dsdata.txt to determine how the superseded data were derived.
 SN0478
 SN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT429997(NAD 83)
 SN0478_MARKER: DB = BENCH MARK DISK
 SN0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0478_STAMPING: J 218 1962
 SN0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0478+STABILITY: SURFACE MOTION
 SN0478
 SN0478  HISTORY     - Date     Condition        Report By
 SN0478  HISTORY     - 1962     MONUMENTED       CGS
 SN0478
 SN0478                          STATION DESCRIPTION
 SN0478
 SN0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0478'0.7 MI W FROM BENEDICT.
 SN0478'ABOUT 0.7 MILE WEST ALONG THE MINNEAPOLIS AND ST PAUL AND SAUL STE
 SN0478'MARIE RAILROAD FROM THE STATION AT BENEDICT, ABOUT 0.1 MILE WEST OF
 SN0478'MILEPOLE 457, 282.5 FEET EAST OF THE CENTERLINE OF A DIRT ROAD
 SN0478'CROSSING, 100 FEET SOUTH OF AND ACROSS THE TRACK FROM A TELEGRAPH
 SN0478'POLE, 33.3 FEET SOUTH OF THE SOUTH RAIL, 1.6 FEET WEST OF A WITNESS
 SN0478'POST, ABOUT 2.5 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN0478'POST PROJECTING 0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0478'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0191 ***********************************************************************
 SN0191  DESIGNATION -  J 219
 SN0191  PID         -  SN0191
 SN0191  STATE/COUNTY-  ND/MCHENRY
 SN0191  USGS QUAD   -  DRAKE SW (1958)
 SN0191
 SN0191                         *CURRENT SURVEY CONTROL
 SN0191  ___________________________________________________________________
 SN0191* NAD 83(1986)-  47 52 07.     (N)    100 29 58.     (W)     SCALED    
 SN0191* NAVD 88     -       501.010  (meters)    1643.73   (feet)  ADJUSTED  
 SN0191  ___________________________________________________________________
 SN0191  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 SN0191  DYNAMIC HT  -         501.074 (meters)    1643.94  (feet)  COMP
 SN0191  MODELED GRAV-     980,723.0   (mgal)                       NAVD 88
 SN0191
 SN0191  VERT ORDER  -  SECOND    CLASS 0
 SN0191
 SN0191.The horizontal coordinates were scaled from a topographic map and have
 SN0191.an estimated accuracy of +/- 6 seconds.
 SN0191
 SN0191.The orthometric height was determined by differential leveling
 SN0191.and adjusted by the National Geodetic Survey in June 1991..
 SN0191
 SN0191.The geoid height was determined by GEOID03.
 SN0191
 SN0191.The dynamic height is computed by dividing the NAVD 88
 SN0191.geopotential number by the normal gravity value computed on the
 SN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0191.degrees latitude (g = 980.6199 gals.).
 SN0191
 SN0191.The modeled gravity was interpolated from observed gravity values.
 SN0191
 SN0191;                    North         East    Units  Estimated Accuracy
 SN0191;SPC ND N     -    96,570.      600,040.      MT  (+/- 180 meters Scaled)
 SN0191
 SN0191                          SUPERSEDED SURVEY CONTROL
 SN0191
 SN0191  NGVD 29 (??/??/92)  500.619  (m)         1642.45   (f) ADJ UNCH    2 0
 SN0191
 SN0191.Superseded values are not recommended for survey control.
 SN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0191.See file dsdata.txt to determine how the superseded data were derived.
 SN0191
 SN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU878027(NAD 83)
 SN0191_MARKER: DB = BENCH MARK DISK
 SN0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0191_STAMPING: J 219 1962
 SN0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0191+STABILITY: SURFACE MOTION
 SN0191
 SN0191  HISTORY     - Date     Condition        Report By
 SN0191  HISTORY     - 1962     MONUMENTED       CGS
 SN0191
 SN0191                          STATION DESCRIPTION
 SN0191
 SN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0191'0.9 MI NE FROM KIEF.
 SN0191'ABOUT 0.9 MILE NORTHEAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0191'MARIE RAILROAD FROM THE STATION AT KIEF, AT MILEPOLE 426, AT A GRADED
 SN0191'ROAD CROSSING, 47 FEET NORTHWEST OF THE CENTERLINE OF THE CROSSING,
 SN0191'43.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 37 FEET WEST OF THE
 SN0191'CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF THE MILEPOLE, 2 FEET
 SN0191'SOUTHEAST OF A FENCE LINE, 1.5 FEET EAST OF A WITNESS POST, ABOUT 10
 SN0191'FEET BELOW THE LEVEL OF THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN0191'POST PROJECTING 0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0191'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0361 ***********************************************************************
 RR0361  DESIGNATION -  J 22
 RR0361  PID         -  RR0361
 RR0361  STATE/COUNTY-  ND/GRANT
 RR0361  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0361
 RR0361                         *CURRENT SURVEY CONTROL
 RR0361  ___________________________________________________________________
 RR0361* NAD 83(1986)-  46 12 40.     (N)    101 20 00.     (W)     SCALED    
 RR0361* NAVD 88     -       669.684  (meters)    2197.12   (feet)  ADJUSTED  
 RR0361  ___________________________________________________________________
 RR0361  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 RR0361  DYNAMIC HT  -         669.646 (meters)    2197.00  (feet)  COMP
 RR0361  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 RR0361
 RR0361  VERT ORDER  -  FIRST     CLASS II
 RR0361
 RR0361.The horizontal coordinates were scaled from a topographic map and have
 RR0361.an estimated accuracy of +/- 6 seconds.
 RR0361
 RR0361.The orthometric height was determined by differential leveling
 RR0361.and adjusted by the National Geodetic Survey in June 1991..
 RR0361
 RR0361.The geoid height was determined by GEOID03.
 RR0361
 RR0361.The dynamic height is computed by dividing the NAVD 88
 RR0361.geopotential number by the normal gravity value computed on the
 RR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0361.degrees latitude (g = 980.6199 gals.).
 RR0361
 RR0361.The modeled gravity was interpolated from observed gravity values.
 RR0361
 RR0361;                    North         East    Units  Estimated Accuracy
 RR0361;SPC ND S     -    60,860.      535,700.      MT  (+/- 180 meters Scaled)
 RR0361
 RR0361                          SUPERSEDED SURVEY CONTROL
 RR0361
 RR0361  NGVD 29 (??/??/92)  669.21   (m)         2195.6    (f) COMPUTED    1 2
 RR0361
 RR0361.Superseded values are not recommended for survey control.
 RR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0361.See file dsdata.txt to determine how the superseded data were derived.
 RR0361
 RR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS200201(NAD 83)
 RR0361_MARKER: DB = BENCH MARK DISK
 RR0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0361_SP_SET: CULVERT
 RR0361_STAMPING: J-22 1933 2195.560
 RR0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0361
 RR0361  HISTORY     - Date     Condition        Report By
 RR0361  HISTORY     - 1933     MONUMENTED       CGS
 RR0361  HISTORY     - 1956     GOOD             NGS
 RR0361
 RR0361                          STATION DESCRIPTION
 RR0361
 RR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0361'10.3 MI S FROM RALEIGH.
 RR0361'10.3 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 31 SET IN EAST HEADWALL
 RR0361'OF MULTIPLE PIPE CULVERT UNDER HIGHWAY.
 RR0361
 RR0361                          STATION RECOVERY (1956)
 RR0361
 RR0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0362 ***********************************************************************
 RR0362  DESIGNATION -  J 22 RESET
 RR0362  PID         -  RR0362
 RR0362  STATE/COUNTY-  ND/GRANT
 RR0362  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0362
 RR0362                         *CURRENT SURVEY CONTROL
 RR0362  ___________________________________________________________________
 RR0362* NAD 83(1986)-  46 12 40.     (N)    101 20 00.     (W)     SCALED    
 RR0362* NAVD 88     -       669.409  (meters)    2196.22   (feet)  ADJUSTED  
 RR0362  ___________________________________________________________________
 RR0362  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 RR0362  DYNAMIC HT  -         669.372 (meters)    2196.10  (feet)  COMP
 RR0362  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 RR0362
 RR0362  VERT ORDER  -  FIRST     CLASS II
 RR0362
 RR0362.The horizontal coordinates were scaled from a topographic map and have
 RR0362.an estimated accuracy of +/- 6 seconds.
 RR0362
 RR0362.The orthometric height was determined by differential leveling
 RR0362.and adjusted by the National Geodetic Survey in June 1991..
 RR0362
 RR0362.The geoid height was determined by GEOID03.
 RR0362
 RR0362.The dynamic height is computed by dividing the NAVD 88
 RR0362.geopotential number by the normal gravity value computed on the
 RR0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0362.degrees latitude (g = 980.6199 gals.).
 RR0362
 RR0362.The modeled gravity was interpolated from observed gravity values.
 RR0362
 RR0362;                    North         East    Units  Estimated Accuracy
 RR0362;SPC ND S     -    60,860.      535,700.      MT  (+/- 180 meters Scaled)
 RR0362
 RR0362                          SUPERSEDED SURVEY CONTROL
 RR0362
 RR0362  NGVD 29 (??/??/??)  668.96   (m)         2194.7    (f) RESET       3  
 RR0362
 RR0362.Superseded values are not recommended for survey control.
 RR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0362.See file dsdata.txt to determine how the superseded data were derived.
 RR0362
 RR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS200201(NAD 83)
 RR0362_MARKER: DB = BENCH MARK DISK
 RR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0362_SP_SET: CONCRETE POST
 RR0362_STAMPING: J 22 RESET 1963
 RR0362_MARK LOGO: CGS   
 RR0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0362+STABILITY: SURFACE MOTION
 RR0362
 RR0362  HISTORY     - Date     Condition        Report By
 RR0362  HISTORY     - 1963     MONUMENTED       CGS
 RR0362  HISTORY     - 1985     GOOD             NGS
 RR0362
 RR0362                          STATION DESCRIPTION
 RR0362
 RR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RR0362'10.90 MI S FROM RALEIGH.
 RR0362'10.85 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD CROSSING ON
 RR0362'STATE HIGHWAY 31 EAST OF RALEIGH, GRANT COUNTY, ABOUT 0.05 MILE SOUTH
 RR0362'OF A PRIVATE ROAD LEADING EAST, AT THE NORTHWEST BASE OF A RIDGE, 100
 RR0362'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FEET NORTH OF A
 RR0362'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RR0362'INCHES ABOVE THE GROUND.
 RR0362
 RR0362                          STATION RECOVERY (1985)
 RR0362
 RR0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0345 ***********************************************************************
 SN0345  DESIGNATION -  J 220
 SN0345  PID         -  SN0345
 SN0345  STATE/COUNTY-  ND/MCHENRY
 SN0345  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0345
 SN0345                         *CURRENT SURVEY CONTROL
 SN0345  ___________________________________________________________________
 SN0345* NAD 83(1986)-  47 56 59.     (N)    100 55 46.     (W)     SCALED    
 SN0345* NAVD 88     -       537.486  (meters)    1763.40   (feet)  ADJUSTED  
 SN0345  ___________________________________________________________________
 SN0345  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SN0345  DYNAMIC HT  -         537.551 (meters)    1763.62  (feet)  COMP
 SN0345  MODELED GRAV-     980,716.0   (mgal)                       NAVD 88
 SN0345
 SN0345  VERT ORDER  -  SECOND    CLASS 0
 SN0345
 SN0345.The horizontal coordinates were scaled from a topographic map and have
 SN0345.an estimated accuracy of +/- 6 seconds.
 SN0345
 SN0345.The orthometric height was determined by differential leveling
 SN0345.and adjusted by the National Geodetic Survey in June 1991..
 SN0345
 SN0345.The geoid height was determined by GEOID03.
 SN0345
 SN0345.The dynamic height is computed by dividing the NAVD 88
 SN0345.geopotential number by the normal gravity value computed on the
 SN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0345.degrees latitude (g = 980.6199 gals.).
 SN0345
 SN0345.The modeled gravity was interpolated from observed gravity values.
 SN0345
 SN0345;                    North         East    Units  Estimated Accuracy
 SN0345;SPC ND N     -   105,680.      567,920.      MT  (+/- 180 meters Scaled)
 SN0345
 SN0345                          SUPERSEDED SURVEY CONTROL
 SN0345
 SN0345  NGVD 29 (??/??/92)  537.100  (m)         1762.14   (f) ADJ UNCH    2 0
 SN0345
 SN0345.Superseded values are not recommended for survey control.
 SN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0345.See file dsdata.txt to determine how the superseded data were derived.
 SN0345
 SN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU559125(NAD 83)
 SN0345_MARKER: DB = BENCH MARK DISK
 SN0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0345_STAMPING: J 220 1962
 SN0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0345+STABILITY: SURFACE MOTION
 SN0345
 SN0345  HISTORY     - Date     Condition        Report By
 SN0345  HISTORY     - 1962     MONUMENTED       CGS
 SN0345
 SN0345                          STATION DESCRIPTION
 SN0345
 SN0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0345'7.3 MI S FROM VELVA.
 SN0345'7.3 MILES SOUTH ALONG STATE HIGHWAY NO. 41 FROM THE JUNCTION OF US
 SN0345'HIGHWAY NO. 52 AT VELVA, AT THE JUNCTION OF A GRADED ROAD LEADING
 SN0345'WEST, 114.5 FEET SOUTH EAST OF THE CENTERLINE OF THE JUNCTION, 105
 SN0345'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 124 FEET NORTH OF THE EAST
 SN0345'END OF A 68 INCH PIPE CULVERT UNDER THE HIGHWAY IN A DEEP RAVINE, 51
 SN0345'FEET EAST OF A POWER POLE, 2.5 FEET NORTH OF A FENCE LINE, 1.7 FOOT
 SN0345'WEST OF A WITNESS POST, ABOUT 3 FEET BELOW THE HIGHWAY AND SET IN THE
 SN0345'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.  NOTE-- ALSO 7.8 MILES
 SN0345'NORTH OF THE CROSSING OF THE MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE
 SN0345'RAILROAD, AT RUSSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0920 ***********************************************************************
 TF0920  DESIGNATION -  J 221
 TF0920  PID         -  TF0920
 TF0920  STATE/COUNTY-  ND/WARD
 TF0920  USGS QUAD   -  SURREY (1981)
 TF0920
 TF0920                         *CURRENT SURVEY CONTROL
 TF0920  ___________________________________________________________________
 TF0920* NAD 83(1986)-  48 14 16.     (N)    101 12 33.     (W)     SCALED    
 TF0920* NAVD 88     -       491.202  (meters)    1611.55   (feet)  ADJUSTED  
 TF0920  ___________________________________________________________________
 TF0920  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 TF0920  DYNAMIC HT  -         491.287 (meters)    1611.83  (feet)  COMP
 TF0920  MODELED GRAV-     980,767.3   (mgal)                       NAVD 88
 TF0920
 TF0920  VERT ORDER  -  FIRST     CLASS II
 TF0920
 TF0920.The horizontal coordinates were scaled from a topographic map and have
 TF0920.an estimated accuracy of +/- 6 seconds.
 TF0920
 TF0920.The orthometric height was determined by differential leveling
 TF0920.and adjusted by the National Geodetic Survey in June 1991..
 TF0920.WARNING-Repeat measurements at this control monument indicate possible
 TF0920.vertical movement.
 TF0920
 TF0920.The geoid height was determined by GEOID03.
 TF0920
 TF0920.The dynamic height is computed by dividing the NAVD 88
 TF0920.geopotential number by the normal gravity value computed on the
 TF0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0920.degrees latitude (g = 980.6199 gals.).
 TF0920
 TF0920.The modeled gravity was interpolated from observed gravity values.
 TF0920
 TF0920;                    North         East    Units  Estimated Accuracy
 TF0920;SPC ND N     -   137,860.      547,330.      MT  (+/- 180 meters Scaled)
 TF0920
 TF0920                          SUPERSEDED SURVEY CONTROL
 TF0920
 TF0920  NGVD 29 (??/??/92)  490.826  (m)         1610.32   (f) ADJ UNCH    1 2
 TF0920
 TF0920.Superseded values are not recommended for survey control.
 TF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0920.See file dsdata.txt to determine how the superseded data were derived.
 TF0920
 TF0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU359450(NAD 83)
 TF0920_MARKER: DB = BENCH MARK DISK
 TF0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0920_SP_SET: PIER
 TF0920_STAMPING: J 221 1962
 TF0920_MARK LOGO: CGS   
 TF0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0920
 TF0920  HISTORY     - Date     Condition        Report By
 TF0920  HISTORY     - 1962     MONUMENTED       CGS
 TF0920  HISTORY     - 1968     GOOD             LOCENG
 TF0920  HISTORY     - 1982     GOOD             NGS
 TF0920
 TF0920                          STATION DESCRIPTION
 TF0920
 TF0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0920'3.0 MI W FROM SURREY.
 TF0920'3.0 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0920'SURREY, OR 4.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0920'STATION AT MINOT, ABOUT 0.1 MILE SOUTH OF THE MAIN TRACK AND MILEPOST
 TF0920'199, SET VERTICALLY IN THE SOUTH END OF THE EAST PIER UNDER A TRACK
 TF0920'OVERPASS THAT LEADS TO THE SCALE HOUSE AT THE WEST END OF THE GAVIN
 TF0920'RAILROAD YARDS, 19 FEET EAST OF THE CENTER LINE OF A GRADED ROAD, 2
 TF0920'1/2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE MAIN TRACK.
 TF0920
 TF0920                          STATION RECOVERY (1968)
 TF0920
 TF0920'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 TF0920'RECOVERED IN GOOD CONDITION.
 TF0920
 TF0920                          STATION RECOVERY (1982)
 TF0920
 TF0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0920'RECOVERED THIS DATE, NOTE, 0.55 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 2
 TF0920'FROM THE JUNCTION OF U.S. HIGHWAY 2 BUSINESS AT THE EAST EDGE OF
 TF0920'MINOT, THENCE 1.0 KM (0.6 MI) NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1138 ***********************************************************************
 TF1138  DESIGNATION -  J 222
 TF1138  PID         -  TF1138
 TF1138  STATE/COUNTY-  ND/WARD
 TF1138  USGS QUAD   -  BERTHOLD (1980)
 TF1138
 TF1138                         *CURRENT SURVEY CONTROL
 TF1138  ___________________________________________________________________
 TF1138* NAD 83(1986)-  48 17 23.     (N)    101 39 49.     (W)     SCALED    
 TF1138* NAVD 88     -       613.188  (meters)    2011.77   (feet)  ADJUSTED  
 TF1138  ___________________________________________________________________
 TF1138  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TF1138  DYNAMIC HT  -         613.291 (meters)    2012.11  (feet)  COMP
 TF1138  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 TF1138
 TF1138  VERT ORDER  -  FIRST     CLASS II
 TF1138
 TF1138.The horizontal coordinates were scaled from a topographic map and have
 TF1138.an estimated accuracy of +/- 6 seconds.
 TF1138
 TF1138.The orthometric height was determined by differential leveling
 TF1138.and adjusted by the National Geodetic Survey in June 1991..
 TF1138.WARNING-Repeat measurements at this control monument indicate possible
 TF1138.vertical movement.
 TF1138
 TF1138.The geoid height was determined by GEOID03.
 TF1138
 TF1138.The dynamic height is computed by dividing the NAVD 88
 TF1138.geopotential number by the normal gravity value computed on the
 TF1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1138.degrees latitude (g = 980.6199 gals.).
 TF1138
 TF1138.The modeled gravity was interpolated from observed gravity values.
 TF1138
 TF1138;                    North         East    Units  Estimated Accuracy
 TF1138;SPC ND N     -   144,050.      513,660.      MT  (+/- 180 meters Scaled)
 TF1138
 TF1138                          SUPERSEDED SURVEY CONTROL
 TF1138
 TF1138  NGVD 29 (??/??/92)  612.782  (m)         2010.44   (f) ADJ UNCH    1 2
 TF1138
 TF1138.Superseded values are not recommended for survey control.
 TF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1138.See file dsdata.txt to determine how the superseded data were derived.
 TF1138
 TF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU024519(NAD 83)
 TF1138_MARKER: DB = BENCH MARK DISK
 TF1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1138_STAMPING: J 222 1962
 TF1138_MARK LOGO: CGS   
 TF1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1138+STABILITY: SURFACE MOTION
 TF1138
 TF1138  HISTORY     - Date     Condition        Report By
 TF1138  HISTORY     - 1962     MONUMENTED       CGS
 TF1138  HISTORY     - 1981     GOOD             NGS
 TF1138
 TF1138                          STATION DESCRIPTION
 TF1138
 TF1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1138'3.8 MI E FROM BERTHOLD.
 TF1138'3.8 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1138'BERTHOLD, 99.5 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD
 TF1138'CROSSING, 99.6 FEET NORTHWEST OF MILEPOST 19, 96.4 FEET NORTH OF THE
 TF1138'NORTH RAIL, 46.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 TF1138'SOUTH OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 TF1138'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TF1138'PROJECTING 3 INCHES.
 TF1138
 TF1138                          STATION RECOVERY (1981)
 TF1138
 TF1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0349 ***********************************************************************
 TF0349  DESIGNATION -  J 223
 TF0349  PID         -  TF0349
 TF0349  STATE/COUNTY-  ND/MCHENRY
 TF0349  USGS QUAD   -  BERGEN (1957)
 TF0349
 TF0349                         *CURRENT SURVEY CONTROL
 TF0349  ___________________________________________________________________
 TF0349* NAD 83(1986)-  48 07 11.     (N)    100 44 24.     (W)     SCALED    
 TF0349* NAVD 88     -       472.080  (meters)    1548.82   (feet)  ADJUSTED  
 TF0349  ___________________________________________________________________
 TF0349  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 TF0349  DYNAMIC HT  -         472.153 (meters)    1549.06  (feet)  COMP
 TF0349  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 TF0349
 TF0349  VERT ORDER  -  SECOND    CLASS 0
 TF0349
 TF0349.The horizontal coordinates were scaled from a topographic map and have
 TF0349.an estimated accuracy of +/- 6 seconds.
 TF0349
 TF0349.The orthometric height was determined by differential leveling
 TF0349.and adjusted by the National Geodetic Survey in June 1991..
 TF0349
 TF0349.The geoid height was determined by GEOID03.
 TF0349
 TF0349.The dynamic height is computed by dividing the NAVD 88
 TF0349.geopotential number by the normal gravity value computed on the
 TF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0349.degrees latitude (g = 980.6199 gals.).
 TF0349
 TF0349.The modeled gravity was interpolated from observed gravity values.
 TF0349
 TF0349;                    North         East    Units  Estimated Accuracy
 TF0349;SPC ND N     -   124,520.      582,130.      MT  (+/- 180 meters Scaled)
 TF0349
 TF0349                          SUPERSEDED SURVEY CONTROL
 TF0349
 TF0349  NGVD 29 (??/??/92)  471.707  (m)         1547.59   (f) ADJ UNCH    2 0
 TF0349
 TF0349.Superseded values are not recommended for survey control.
 TF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0349.See file dsdata.txt to determine how the superseded data were derived.
 TF0349
 TF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU705310(NAD 83)
 TF0349_MARKER: DB = BENCH MARK DISK
 TF0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0349_STAMPING: J 223 1962
 TF0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0349+STABILITY: SURFACE MOTION
 TF0349
 TF0349  HISTORY     - Date     Condition        Report By
 TF0349  HISTORY     - 1962     MONUMENTED       CGS
 TF0349
 TF0349                          STATION DESCRIPTION
 TF0349
 TF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0349'IN VERENDRYE.
 TF0349'AT VERENDRYE, ON THE GREAT NORTHERN RAILROAD, ABOUT 0.5 MILE WEST OF
 TF0349'MILEPOST 205, AT THE STATION, 152 FEET NORTHWEST OF THE CENTERLINE OF
 TF0349'A GRAVELED ROAD CROSSING, 65.4 FEET NORTH OF LTHE NORTH RAIL OF THE
 TF0349'MAIN TRACK, 125 FEET WEST OF THE CENTERLINE OF THE ROAD, 38 FEET NORTH
 TF0349'OF THE NORTHWEST CORNER OF THE STATION, 3.5 FEET WEST OF A TELEGRAPH
 TF0349'POLE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 3 FEET BELOW THE TRACK, A
 TF0349'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0424 ***********************************************************************
 TF0424  DESIGNATION -  J 224
 TF0424  PID         -  TF0424
 TF0424  STATE/COUNTY-  ND/MCHENRY
 TF0424  USGS QUAD   -  VOLTAIRE (1977)
 TF0424
 TF0424                         *CURRENT SURVEY CONTROL
 TF0424  ___________________________________________________________________
 TF0424* NAD 83(1986)-  48 00 32.     (N)    100 45 27.     (W)     SCALED    
 TF0424* NAVD 88     -       480.312  (meters)    1575.82   (feet)  ADJUSTED  
 TF0424  ___________________________________________________________________
 TF0424  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0424  DYNAMIC HT  -         480.378 (meters)    1576.04  (feet)  COMP
 TF0424  MODELED GRAV-     980,734.1   (mgal)                       NAVD 88
 TF0424
 TF0424  VERT ORDER  -  SECOND    CLASS 0
 TF0424
 TF0424.The horizontal coordinates were scaled from a topographic map and have
 TF0424.an estimated accuracy of +/- 6 seconds.
 TF0424
 TF0424.The orthometric height was determined by differential leveling
 TF0424.and adjusted by the National Geodetic Survey in June 1991..
 TF0424
 TF0424.The geoid height was determined by GEOID03.
 TF0424
 TF0424.The dynamic height is computed by dividing the NAVD 88
 TF0424.geopotential number by the normal gravity value computed on the
 TF0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0424.degrees latitude (g = 980.6199 gals.).
 TF0424
 TF0424.The modeled gravity was interpolated from observed gravity values.
 TF0424
 TF0424;                    North         East    Units  Estimated Accuracy
 TF0424;SPC ND N     -   112,200.      580,790.      MT  (+/- 180 meters Scaled)
 TF0424
 TF0424                          SUPERSEDED SURVEY CONTROL
 TF0424
 TF0424  NGVD 29 (??/??/92)  479.930  (m)         1574.57   (f) ADJ UNCH    2 0
 TF0424
 TF0424.Superseded values are not recommended for survey control.
 TF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0424.See file dsdata.txt to determine how the superseded data were derived.
 TF0424
 TF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU689187(NAD 83)
 TF0424_MARKER: DB = BENCH MARK DISK
 TF0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0424_STAMPING: J 224 1962
 TF0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0424+STABILITY: SURFACE MOTION
 TF0424
 TF0424  HISTORY     - Date     Condition        Report By
 TF0424  HISTORY     - 1962     MONUMENTED       CGS
 TF0424
 TF0424                          STATION DESCRIPTION
 TF0424
 TF0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0424'4.1 MI E FROM VOLTAIRE.
 TF0424'ABOUT 4.1 MILE EAST ALONG U.S. HIGHWAY 52 FROM THE FARMERS ELEVATOR AT
 TF0424'VOLTAIRE, BETWEEN THE HIGHWAY AND A RAILROAD, AT A GRAVELED ROAD
 TF0424'CROSSING, 131 FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION,
 TF0424'115.2 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD CROSSING, 99
 TF0424'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 99.3 FEET SOUTH OF THE
 TF0424'SOUTH RAIL, 68.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 TF0424'EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, A DISK IN
 TF0424'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.  NOTE-- ABOUT 1.9 MILE
 TF0424'WEST OF THE RAILROAD STATION AT BERGEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0370 ***********************************************************************
 SN0370  DESIGNATION -  J 225
 SN0370  PID         -  SN0370
 SN0370  STATE/COUNTY-  ND/MCHENRY
 SN0370  USGS QUAD   -  KONGSBERG NE (1958)
 SN0370
 SN0370                         *CURRENT SURVEY CONTROL
 SN0370  ___________________________________________________________________
 SN0370* NAD 83(1986)-  47 55 16.     (N)    100 51 52.     (W)     SCALED    
 SN0370* NAVD 88     -       542.455  (meters)    1779.70   (feet)  ADJUSTED  
 SN0370  ___________________________________________________________________
 SN0370  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SN0370  DYNAMIC HT  -         542.519 (meters)    1779.91  (feet)  COMP
 SN0370  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SN0370
 SN0370  VERT ORDER  -  SECOND    CLASS 0
 SN0370
 SN0370.The horizontal coordinates were scaled from a topographic map and have
 SN0370.an estimated accuracy of +/- 6 seconds.
 SN0370
 SN0370.The orthometric height was determined by differential leveling
 SN0370.and adjusted by the National Geodetic Survey in June 1991..
 SN0370
 SN0370.The geoid height was determined by GEOID03.
 SN0370
 SN0370.The dynamic height is computed by dividing the NAVD 88
 SN0370.geopotential number by the normal gravity value computed on the
 SN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0370.degrees latitude (g = 980.6199 gals.).
 SN0370
 SN0370.The modeled gravity was interpolated from observed gravity values.
 SN0370
 SN0370;                    North         East    Units  Estimated Accuracy
 SN0370;SPC ND N     -   102,470.      572,760.      MT  (+/- 180 meters Scaled)
 SN0370
 SN0370                          SUPERSEDED SURVEY CONTROL
 SN0370
 SN0370  NGVD 29 (??/??/92)  542.064  (m)         1778.42   (f) ADJ UNCH    2 0
 SN0370
 SN0370.Superseded values are not recommended for survey control.
 SN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0370.See file dsdata.txt to determine how the superseded data were derived.
 SN0370
 SN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU607092(NAD 83)
 SN0370_MARKER: DB = BENCH MARK DISK
 SN0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0370_STAMPING: J 225 1962
 SN0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0370+STABILITY: SURFACE MOTION
 SN0370
 SN0370  HISTORY     - Date     Condition        Report By
 SN0370  HISTORY     - 1962     MONUMENTED       CGS
 SN0370
 SN0370                          STATION DESCRIPTION
 SN0370
 SN0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0370'8.9 MI NE FROM RUSO.
 SN0370'ABOUT 5.8 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0370'MINNEAPOLIS ST PAUL AND SAULT STE MARIE RAILROAD AT RUSO, THENCE 3.1
 SN0370'MILE EAST ALONG A GRAVELED ROAD, AT A GRAVELED ROAD INTERSECTION, 66
 SN0370'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 56 FEET NORTH OF THE
 SN0370'CENTERLINE OF THE ROAD EAST, 32.5 FEET EAST OF THE CENTERLINE OF THE
 SN0370'ROAD NORTH, 20 FEET NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE
 SN0370'LINE, 1.4 FEET NORTH OF A WITNESS POST, 3 FEET BELOW THE ROAD, A DISK
 SN0370'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0391 ***********************************************************************
 TF0391  DESIGNATION -  J 226
 TF0391  PID         -  TF0391
 TF0391  STATE/COUNTY-  ND/MCHENRY
 TF0391  USGS QUAD   -  BERGEN (1957)
 TF0391
 TF0391                         *CURRENT SURVEY CONTROL
 TF0391  ___________________________________________________________________
 TF0391* NAD 83(1986)-  48 03 57.     (N)    100 40 10.     (W)     SCALED    
 TF0391* NAVD 88     -       489.073  (meters)    1604.57   (feet)  ADJUSTED  
 TF0391  ___________________________________________________________________
 TF0391  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0391  DYNAMIC HT  -         489.146 (meters)    1604.81  (feet)  COMP
 TF0391  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 TF0391
 TF0391  VERT ORDER  -  SECOND    CLASS 0
 TF0391
 TF0391.The horizontal coordinates were scaled from a topographic map and have
 TF0391.an estimated accuracy of +/- 6 seconds.
 TF0391
 TF0391.The orthometric height was determined by differential leveling
 TF0391.and adjusted by the National Geodetic Survey in June 1991..
 TF0391
 TF0391.The geoid height was determined by GEOID03.
 TF0391
 TF0391.The dynamic height is computed by dividing the NAVD 88
 TF0391.geopotential number by the normal gravity value computed on the
 TF0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0391.degrees latitude (g = 980.6199 gals.).
 TF0391
 TF0391.The modeled gravity was interpolated from observed gravity values.
 TF0391
 TF0391;                    North         East    Units  Estimated Accuracy
 TF0391;SPC ND N     -   118,510.      587,370.      MT  (+/- 180 meters Scaled)
 TF0391
 TF0391                          SUPERSEDED SURVEY CONTROL
 TF0391
 TF0391  NGVD 29 (??/??/92)  488.695  (m)         1603.33   (f) ADJ UNCH    2 0
 TF0391
 TF0391.Superseded values are not recommended for survey control.
 TF0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0391.See file dsdata.txt to determine how the superseded data were derived.
 TF0391
 TF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU756249(NAD 83)
 TF0391_MARKER: DB = BENCH MARK DISK
 TF0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0391_STAMPING: J 226 1962
 TF0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0391+STABILITY: SURFACE MOTION
 TF0391
 TF0391  HISTORY     - Date     Condition        Report By
 TF0391  HISTORY     - 1962     MONUMENTED       CGS
 TF0391
 TF0391                          STATION DESCRIPTION
 TF0391
 TF0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0391'6.9 MI SE FROM VERENDRYE.
 TF0391'ABOUT 3.9 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0391'RAILROAD STATION AT VERENDRYE, THENCE 3 MILE EAST ALONG A GRAVELED
 TF0391'ROAD, AT A GRAVELED ROAD INTERSECTION, 82 FEET NORTHEAST OF THE
 TF0391'CENTERLINE OF THE INTERSECTION, 70 FEET NORTH OF THE CENTERLINE OF THE
 TF0391'ROAD EAST, 43 FEET EAST OF THE CENTERLINE OF THE ROAD NORTH, 6 FEET
 TF0391'EAST OF A POWER POLE, 1.5 FEET SOUTH OF A FENCE LINE, 1.4 FEET WEST OF
 TF0391'A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD NORTH, A DISK IN THE
 TF0391'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0126 ***********************************************************************
 SO0126  DESIGNATION -  J 227
 SO0126  PID         -  SO0126
 SO0126  STATE/COUNTY-  ND/MCLEAN
 SO0126  USGS QUAD   -  PARSHALL SW (1967)
 SO0126
 SO0126                         *CURRENT SURVEY CONTROL
 SO0126  ___________________________________________________________________
 SO0126* NAD 83(1986)-  47 49 00.     (N)    102 07 43.     (W)     SCALED    
 SO0126* NAVD 88     -       639.725  (meters)    2098.83   (feet)  ADJUSTED  
 SO0126  ___________________________________________________________________
 SO0126  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 SO0126  DYNAMIC HT  -         639.806 (meters)    2099.10  (feet)  COMP
 SO0126  MODELED GRAV-     980,716.0   (mgal)                       NAVD 88
 SO0126
 SO0126  VERT ORDER  -  SECOND    CLASS 0
 SO0126
 SO0126.The horizontal coordinates were scaled from a topographic map and have
 SO0126.an estimated accuracy of +/- 6 seconds.
 SO0126
 SO0126.The orthometric height was determined by differential leveling
 SO0126.and adjusted by the National Geodetic Survey in June 1991..
 SO0126
 SO0126.The geoid height was determined by GEOID03.
 SO0126
 SO0126.The dynamic height is computed by dividing the NAVD 88
 SO0126.geopotential number by the normal gravity value computed on the
 SO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0126.degrees latitude (g = 980.6199 gals.).
 SO0126
 SO0126.The modeled gravity was interpolated from observed gravity values.
 SO0126
 SO0126;                    North         East    Units  Estimated Accuracy
 SO0126;SPC ND N     -    92,090.      478,050.      MT  (+/- 180 meters Scaled)
 SO0126
 SO0126                          SUPERSEDED SURVEY CONTROL
 SO0126
 SO0126  NGVD 29 (??/??/92)  639.294  (m)         2097.42   (f) ADJ UNCH    2 0
 SO0126
 SO0126.Superseded values are not recommended for survey control.
 SO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0126.See file dsdata.txt to determine how the superseded data were derived.
 SO0126
 SO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN149999(NAD 83)
 SO0126_MARKER: DB = BENCH MARK DISK
 SO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0126_STAMPING: J 227 1962
 SO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0126+STABILITY: SURFACE MOTION
 SO0126
 SO0126  HISTORY     - Date     Condition        Report By
 SO0126  HISTORY     - 1962     MONUMENTED       CGS
 SO0126
 SO0126                          STATION DESCRIPTION
 SO0126
 SO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0126'8.9 MI NW FROM RAUB.
 SO0126'ABOUT 8.9 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION
 SO0126'OF A GRAVELED COUNTY ROAD AT RAUB, OR 0.2 MILE EAST ALONG THE SOO LINE
 SO0126'RAILROAD FROM THE STATION AT PARSHALL, THENCE 9.1 MILES SOUTH ALONG
 SO0126'STATE HIGHWAY 37, IN LINE WITH A ROW OF POWER POLES, 77 FEET EAST OF
 SO0126'THE CENTERLINE OF THE HIGHWAY, 43 FEET SOUTH OF A T-FENCE CORNER, 19
 SO0126'FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING INTO A FIELD, 1.0 FOOT
 SO0126'WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET BELOW
 SO0126'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0126'PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1205 ***********************************************************************
 SN1205  DESIGNATION -  J 228
 SN1205  PID         -  SN1205
 SN1205  STATE/COUNTY-  ND/MCLEAN
 SN1205  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1205
 SN1205                         *CURRENT SURVEY CONTROL
 SN1205  ___________________________________________________________________
 SN1205* NAD 83(1986)-  47 44 47.     (N)    102 00 01.     (W)     SCALED    
 SN1205* NAVD 88     -       588.047  (meters)    1929.28   (feet)  ADJUSTED  
 SN1205  ___________________________________________________________________
 SN1205  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SN1205  DYNAMIC HT  -         588.121 (meters)    1929.53  (feet)  COMP
 SN1205  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 SN1205
 SN1205  VERT ORDER  -  SECOND    CLASS 0
 SN1205
 SN1205.The horizontal coordinates were scaled from a topographic map and have
 SN1205.an estimated accuracy of +/- 6 seconds.
 SN1205
 SN1205.The orthometric height was determined by differential leveling
 SN1205.and adjusted by the National Geodetic Survey in June 1991..
 SN1205
 SN1205.The geoid height was determined by GEOID03.
 SN1205
 SN1205.The dynamic height is computed by dividing the NAVD 88
 SN1205.geopotential number by the normal gravity value computed on the
 SN1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1205.degrees latitude (g = 980.6199 gals.).
 SN1205
 SN1205.The modeled gravity was interpolated from observed gravity values.
 SN1205
 SN1205;                    North         East    Units  Estimated Accuracy
 SN1205;SPC ND N     -    84,080.      487,510.      MT  (+/- 180 meters Scaled)
 SN1205
 SN1205                          SUPERSEDED SURVEY CONTROL
 SN1205
 SN1205  NGVD 29 (??/??/92)  587.630  (m)         1927.92   (f) ADJ UNCH    2 0
 SN1205
 SN1205.Superseded values are not recommended for survey control.
 SN1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1205.See file dsdata.txt to determine how the superseded data were derived.
 SN1205
 SN1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN248924(NAD 83)
 SN1205_MARKER: DB = BENCH MARK DISK
 SN1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1205_STAMPING: J 228 1962
 SN1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1205+STABILITY: SURFACE MOTION
 SN1205
 SN1205  HISTORY     - Date     Condition        Report By
 SN1205  HISTORY     - 1962     MONUMENTED       CGS
 SN1205  HISTORY     - 1972     GOOD             NGS
 SN1205
 SN1205                          STATION DESCRIPTION
 SN1205
 SN1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1205'2.0 MI E FROM RAUB.
 SN1205'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1205'THE HIGHWAY AND A COUNTY ROAD AT RAUB, AT A T-ROAD JUNCTION AND NEAR A
 SN1205'LONG S-CURVE IN THE HIGHWAY, 180 FEET NORTH OF THE CENTERLINE OF THE
 SN1205'HIGHWAY, 72 FEET EAST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 SN1205'SOUTH, 3.5 FEET WEST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF
 SN1205'TELEPHONE POLES, 1.5 FEET EAST OF A WITNESS POST, ABOUT 4 FEET BELOW
 SN1205'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1205'PROJECTING 0.5 FOOT, S 6, R 88 W, T 149 N.
 SN1205
 SN1205                          STATION RECOVERY (1972)
 SN1205
 SN1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SN1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0252 ***********************************************************************
 SN0252  DESIGNATION -  J 229
 SN0252  PID         -  SN0252
 SN0252  STATE/COUNTY-  ND/MCLEAN
 SN0252  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0252
 SN0252                         *CURRENT SURVEY CONTROL
 SN0252  ___________________________________________________________________
 SN0252* NAD 83(1986)-  47 43 56.     (N)    100 54 30.     (W)     SCALED    
 SN0252* NAVD 88     -       593.422  (meters)    1946.92   (feet)  ADJUSTED  
 SN0252  ___________________________________________________________________
 SN0252  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN0252  DYNAMIC HT  -         593.479 (meters)    1947.11  (feet)  COMP
 SN0252  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 SN0252
 SN0252  VERT ORDER  -  SECOND    CLASS 0
 SN0252
 SN0252.The horizontal coordinates were scaled from a topographic map and have
 SN0252.an estimated accuracy of +/- 6 seconds.
 SN0252
 SN0252.The orthometric height was determined by differential leveling
 SN0252.and adjusted by the National Geodetic Survey in June 1991..
 SN0252
 SN0252.The geoid height was determined by GEOID03.
 SN0252
 SN0252.The dynamic height is computed by dividing the NAVD 88
 SN0252.geopotential number by the normal gravity value computed on the
 SN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0252.degrees latitude (g = 980.6199 gals.).
 SN0252
 SN0252.The modeled gravity was interpolated from observed gravity values.
 SN0252
 SN0252;                    North         East    Units  Estimated Accuracy
 SN0252;SPC ND N     -    81,490.      569,370.      MT  (+/- 180 meters Scaled)
 SN0252
 SN0252                          SUPERSEDED SURVEY CONTROL
 SN0252
 SN0252  NGVD 29 (??/??/92)  593.017  (m)         1945.59   (f) ADJ UNCH    2 0
 SN0252
 SN0252.Superseded values are not recommended for survey control.
 SN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0252.See file dsdata.txt to determine how the superseded data were derived.
 SN0252
 SN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT569883(NAD 83)
 SN0252_MARKER: DB = BENCH MARK DISK
 SN0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0252_STAMPING: J 229 1962
 SN0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0252+STABILITY: SURFACE MOTION
 SN0252
 SN0252  HISTORY     - Date     Condition        Report By
 SN0252  HISTORY     - 1962     MONUMENTED       CGS
 SN0252
 SN0252                          STATION DESCRIPTION
 SN0252
 SN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0252'7.5 MI S FROM RUSO.
 SN0252'ABOUT 7.5 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0252'SOO LINE RAILROAD AT RUSO, 165.0 FEET WEST OF THE CENTERLINE OF THE
 SN0252'HIGHWAY, 106.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 SN0252'HOUSE, 58.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A DOUBLE GARAGE,
 SN0252'31.0 FEET SOUTHEAST OF A POLE NUMBERED Y-26-6 WHICH IS BRACED BY A GUY
 SN0252'WIRE, 3.0 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 1.6 FEET
 SN0252'EAST OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 SN0252'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0668 ***********************************************************************
 SN0668  DESIGNATION -  J 230
 SN0668  PID         -  SN0668
 SN0668  STATE/COUNTY-  ND/MCLEAN
 SN0668  USGS QUAD   -  MAX (1980)
 SN0668
 SN0668                         *CURRENT SURVEY CONTROL
 SN0668  ___________________________________________________________________
 SN0668* NAD 83(1986)-  47 45 41.     (N)    101 17 33.     (W)     SCALED    
 SN0668* NAVD 88     -       617.050  (meters)    2024.44   (feet)  ADJUSTED  
 SN0668  ___________________________________________________________________
 SN0668  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 SN0668  DYNAMIC HT  -         617.108 (meters)    2024.63  (feet)  COMP
 SN0668  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 SN0668
 SN0668  VERT ORDER  -  SECOND    CLASS 0
 SN0668
 SN0668.The horizontal coordinates were scaled from a topographic map and have
 SN0668.an estimated accuracy of +/- 6 seconds.
 SN0668
 SN0668.The orthometric height was determined by differential leveling
 SN0668.and adjusted by the National Geodetic Survey in June 1991..
 SN0668
 SN0668.The geoid height was determined by GEOID03.
 SN0668
 SN0668.The dynamic height is computed by dividing the NAVD 88
 SN0668.geopotential number by the normal gravity value computed on the
 SN0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0668.degrees latitude (g = 980.6199 gals.).
 SN0668
 SN0668.The modeled gravity was interpolated from observed gravity values.
 SN0668
 SN0668;                    North         East    Units  Estimated Accuracy
 SN0668;SPC ND N     -    84,960.      540,590.      MT  (+/- 180 meters Scaled)
 SN0668
 SN0668                          SUPERSEDED SURVEY CONTROL
 SN0668
 SN0668  NGVD 29 (??/??/92)  616.640  (m)         2023.09   (f) ADJ UNCH    2 0
 SN0668
 SN0668.Superseded values are not recommended for survey control.
 SN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0668.See file dsdata.txt to determine how the superseded data were derived.
 SN0668
 SN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT282923(NAD 83)
 SN0668_MARKER: DB = BENCH MARK DISK
 SN0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0668_STAMPING: J 230 1962
 SN0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0668+STABILITY: SURFACE MOTION
 SN0668
 SN0668  HISTORY     - Date     Condition        Report By
 SN0668  HISTORY     - 1962     MONUMENTED       CGS
 SN0668
 SN0668                          STATION DESCRIPTION
 SN0668
 SN0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0668'4.1 MI S FROM MAX.
 SN0668'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0668'AT MAX, 108 FEET NORTHEAST OF THE CENTER OF A T-ROAD JUNCTION, 99.0
 SN0668'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTH OF THE
 SN0668'CENTERLINE OF THE ROAD, 2.4 FEET WEST OF TELEPHONE POLE NO. 201-80,
 SN0668'1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SN0668'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1430 ***********************************************************************
 SN1430  DESIGNATION -  J 230 RESET
 SN1430  PID         -  SN1430
 SN1430  STATE/COUNTY-  ND/MCLEAN
 SN1430  USGS QUAD   -  MAX (1980)
 SN1430
 SN1430                         *CURRENT SURVEY CONTROL
 SN1430  ___________________________________________________________________
 SN1430* NAD 83(1986)-  47 45 41.     (N)    101 17 37.     (W)     SCALED    
 SN1430* NAVD 88     -       616.303  (meters)    2021.99   (feet)  ADJUSTED  
 SN1430  ___________________________________________________________________
 SN1430  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 SN1430  DYNAMIC HT  -         616.361 (meters)    2022.18  (feet)  COMP
 SN1430  MODELED GRAV-     980,685.9   (mgal)                       NAVD 88
 SN1430
 SN1430  VERT ORDER  -  FIRST     CLASS II
 SN1430
 SN1430.The horizontal coordinates were scaled from a topographic map and have
 SN1430.an estimated accuracy of +/- 6 seconds.
 SN1430
 SN1430.The orthometric height was determined by differential leveling
 SN1430.and adjusted by the National Geodetic Survey in June 1991..
 SN1430
 SN1430.The geoid height was determined by GEOID03.
 SN1430
 SN1430.The dynamic height is computed by dividing the NAVD 88
 SN1430.geopotential number by the normal gravity value computed on the
 SN1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1430.degrees latitude (g = 980.6199 gals.).
 SN1430
 SN1430.The modeled gravity was interpolated from observed gravity values.
 SN1430
 SN1430;                    North         East    Units  Estimated Accuracy
 SN1430;SPC ND N     -    84,960.      540,510.      MT  (+/- 180 meters Scaled)
 SN1430
 SN1430                          SUPERSEDED SURVEY CONTROL
 SN1430
 SN1430  NGVD 29 (11/04/04)  615.88   (m)         2020.6    (f) RESET       3  
 SN1430
 SN1430.Superseded values are not recommended for survey control.
 SN1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1430.See file dsdata.txt to determine how the superseded data were derived.
 SN1430
 SN1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT281923(NAD 83)
 SN1430_MARKER: DB = BENCH MARK DISK
 SN1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1430_SP_SET: CONCRETE POST
 SN1430_STAMPING: J 230 RESET 1981
 SN1430_MARK LOGO: NGS   
 SN1430_PROJECTION: PROJECTING 10 CENTIMETERS
 SN1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1430+STABILITY: SURFACE MOTION
 SN1430
 SN1430  HISTORY     - Date     Condition        Report By
 SN1430  HISTORY     - 1981     MONUMENTED       NGS
 SN1430  HISTORY     - 1982     GOOD             NGS
 SN1430
 SN1430                          STATION DESCRIPTION
 SN1430
 SN1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1430'38.3 KM (23.8 MI) NW FROM UNDERWOOD.
 SN1430'38.3 KM (23.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1430'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 30.6 METERS (100.4 FT)
 SN1430'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 23.0
 SN1430'METERS (75.5 FT) NORTH OF THE CENTER OF A FIELD ROAD AND 1.2 METERS
 SN1430'(3.9 FT) NORTH OF A UTILITY POLE.
 SN1430'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1430'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0724 ***********************************************************************
 SN0724  DESIGNATION -  J 231
 SN0724  PID         -  SN0724
 SN0724  STATE/COUNTY-  ND/MCLEAN
 SN0724  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0724
 SN0724                         *CURRENT SURVEY CONTROL
 SN0724  ___________________________________________________________________
 SN0724* NAD 83(1986)-  47 42 12.     (N)    101 04 43.     (W)     SCALED    
 SN0724* NAVD 88     -       585.405  (meters)    1920.62   (feet)  ADJUSTED  
 SN0724  ___________________________________________________________________
 SN0724  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SN0724  DYNAMIC HT  -         585.463 (meters)    1920.81  (feet)  COMP
 SN0724  MODELED GRAV-     980,691.9   (mgal)                       NAVD 88
 SN0724
 SN0724  VERT ORDER  -  SECOND    CLASS 0
 SN0724
 SN0724.The horizontal coordinates were scaled from a topographic map and have
 SN0724.an estimated accuracy of +/- 6 seconds.
 SN0724
 SN0724.The orthometric height was determined by differential leveling
 SN0724.and adjusted by the National Geodetic Survey in June 1991..
 SN0724
 SN0724.The geoid height was determined by GEOID03.
 SN0724
 SN0724.The dynamic height is computed by dividing the NAVD 88
 SN0724.geopotential number by the normal gravity value computed on the
 SN0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0724.degrees latitude (g = 980.6199 gals.).
 SN0724
 SN0724.The modeled gravity was interpolated from observed gravity values.
 SN0724
 SN0724;                    North         East    Units  Estimated Accuracy
 SN0724;SPC ND N     -    78,360.      556,580.      MT  (+/- 180 meters Scaled)
 SN0724
 SN0724                          SUPERSEDED SURVEY CONTROL
 SN0724
 SN0724  NGVD 29 (??/??/92)  585.005  (m)         1919.30   (f) ADJ UNCH    2 0
 SN0724
 SN0724.Superseded values are not recommended for survey control.
 SN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0724.See file dsdata.txt to determine how the superseded data were derived.
 SN0724
 SN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT440854(NAD 83)
 SN0724_MARKER: DB = BENCH MARK DISK
 SN0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0724_STAMPING: J 231 1962
 SN0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0724+STABILITY: SURFACE MOTION
 SN0724
 SN0724  HISTORY     - Date     Condition        Report By
 SN0724  HISTORY     - 1962     MONUMENTED       CGS
 SN0724
 SN0724                          STATION DESCRIPTION
 SN0724
 SN0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0724'8.75 MI S FROM BENEDICT.
 SN0724'ABOUT 8.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0724'AT BENEDICT, 112 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 SN0724'106 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 28 FEET NORTH OF
 SN0724'THE CENTERLINE OF THE EAST-WEST ROAD, 3.0 FEET WEST OF A POWER POLE
 SN0724'BRACED BY A GUY WIRE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET
 SN0724'BELOW THE LEVEL OF THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE
 SN0724'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1174 ***********************************************************************
 TF1174  DESIGNATION -  J 232
 TF1174  PID         -  TF1174
 TF1174  STATE/COUNTY-  ND/MOUNTRAIL
 TF1174  USGS QUAD   -  TAGUS (1980)
 TF1174
 TF1174                         *CURRENT SURVEY CONTROL
 TF1174  ___________________________________________________________________
 TF1174* NAD 83(1986)-  48 20 29.     (N)    101 57 56.     (W)     SCALED    
 TF1174* NAVD 88     -       671.687  (meters)    2203.69   (feet)  ADJUSTED  
 TF1174  ___________________________________________________________________
 TF1174  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TF1174  DYNAMIC HT  -         671.790 (meters)    2204.03  (feet)  COMP
 TF1174  MODELED GRAV-     980,741.7   (mgal)                       NAVD 88
 TF1174
 TF1174  VERT ORDER  -  FIRST     CLASS II
 TF1174
 TF1174.The horizontal coordinates were scaled from a topographic map and have
 TF1174.an estimated accuracy of +/- 6 seconds.
 TF1174
 TF1174.The orthometric height was determined by differential leveling
 TF1174.and adjusted by the National Geodetic Survey in June 1991..
 TF1174
 TF1174.The geoid height was determined by GEOID03.
 TF1174
 TF1174.The dynamic height is computed by dividing the NAVD 88
 TF1174.geopotential number by the normal gravity value computed on the
 TF1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1174.degrees latitude (g = 980.6199 gals.).
 TF1174
 TF1174.The modeled gravity was interpolated from observed gravity values.
 TF1174
 TF1174;                    North         East    Units  Estimated Accuracy
 TF1174;SPC ND N     -   150,170.      491,370.      MT  (+/- 180 meters Scaled)
 TF1174
 TF1174                          SUPERSEDED SURVEY CONTROL
 TF1174
 TF1174  NGVD 29 (??/??/92)  671.247  (m)         2202.25   (f) ADJ UNCH    1 2
 TF1174
 TF1174.Superseded values are not recommended for survey control.
 TF1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1174.See file dsdata.txt to determine how the superseded data were derived.
 TF1174
 TF1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU802584(NAD 83)
 TF1174_MARKER: DB = BENCH MARK DISK
 TF1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1174_STAMPING: J 232 1962
 TF1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1174+STABILITY: SURFACE MOTION
 TF1174
 TF1174  HISTORY     - Date     Condition        Report By
 TF1174  HISTORY     - 1962     MONUMENTED       CGS
 TF1174  HISTORY     - 1963     GOOD             NGS
 TF1174
 TF1174                          STATION DESCRIPTION
 TF1174
 TF1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1174'1.5 MI W FROM TAGUS.
 TF1174'1.5 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1174'TAGUS, 44.5 FEET WEST OF THE CENTER OF A DIRT ROAD CROSSING, 37.5 FEET
 TF1174'NORTHWEST OF THE NORTHWEST RAIL, 27.5 FEET SOUTHWEST OF THE CENTERLINE
 TF1174'OF THE DIRT ROAD, 26.3 FEET NORTH OF MILEPOST 34, 3.5 FEET NORTHEAST
 TF1174'OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 1.5 FEET
 TF1174'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET
 TF1174'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TF1174
 TF1174                          STATION RECOVERY (1963)
 TF1174
 TF1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0296 ***********************************************************************
 TF0296  DESIGNATION -  J 233
 TF0296  PID         -  TF0296
 TF0296  STATE/COUNTY-  ND/MCHENRY
 TF0296  USGS QUAD   -  GRANVILLE (1977)
 TF0296
 TF0296                         *CURRENT SURVEY CONTROL
 TF0296  ___________________________________________________________________
 TF0296* NAD 83(1986)-  48 15 52.     (N)    100 51 50.     (W)     SCALED    
 TF0296* NAVD 88     -       460.198  (meters)    1509.83   (feet)  ADJUSTED  
 TF0296  ___________________________________________________________________
 TF0296  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0296  DYNAMIC HT  -         460.279 (meters)    1510.10  (feet)  COMP
 TF0296  MODELED GRAV-     980,772.3   (mgal)                       NAVD 88
 TF0296
 TF0296  VERT ORDER  -  FIRST     CLASS II
 TF0296
 TF0296.The horizontal coordinates were scaled from a topographic map and have
 TF0296.an estimated accuracy of +/- 6 seconds.
 TF0296
 TF0296.The orthometric height was determined by differential leveling
 TF0296.and adjusted by the National Geodetic Survey in June 1991..
 TF0296
 TF0296.The geoid height was determined by GEOID03.
 TF0296
 TF0296.The dynamic height is computed by dividing the NAVD 88
 TF0296.geopotential number by the normal gravity value computed on the
 TF0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0296.degrees latitude (g = 980.6199 gals.).
 TF0296
 TF0296.The modeled gravity was interpolated from observed gravity values.
 TF0296
 TF0296;                    North         East    Units  Estimated Accuracy
 TF0296;SPC ND N     -   140,650.      572,990.      MT  (+/- 180 meters Scaled)
 TF0296
 TF0296                          SUPERSEDED SURVEY CONTROL
 TF0296
 TF0296  NGVD 29 (??/??/92)  459.832  (m)         1508.63   (f) ADJ UNCH    1 2
 TF0296
 TF0296.Superseded values are not recommended for survey control.
 TF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0296.See file dsdata.txt to determine how the superseded data were derived.
 TF0296
 TF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU616473(NAD 83)
 TF0296_MARKER: DB = BENCH MARK DISK
 TF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0296_STAMPING: J 233 1962
 TF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0296+STABILITY: SURFACE MOTION
 TF0296
 TF0296  HISTORY     - Date     Condition        Report By
 TF0296  HISTORY     - 1962     MONUMENTED       CGS
 TF0296  HISTORY     - 1964     GOOD             NGS
 TF0296  HISTORY     - 1980     GOOD             LOCSUR
 TF0296  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0296
 TF0296                          STATION DESCRIPTION
 TF0296
 TF0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0296'1.0 MI W FROM GRANVILLE.
 TF0296'ABOUT 1.0 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0296'AT GRANVILLE, IN S 8, T 155 N, R 79 W, 1 POLE EAST OF MILEPOST 183,
 TF0296'ABOUT MIDWAY BETWEEN TWO DOUBLE POWER POLES, 92 FEET SOUTH OF THE
 TF0296'SOUTH RAIL, 110 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 66
 TF0296'FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 56 FEET NORTH OF
 TF0296'THE CENTER LINE OF A ROAD LEADING EAST, 1.8 FEET WEST OF A METAL
 TF0296'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 TF0296'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TF0296
 TF0296                          STATION RECOVERY (1980)
 TF0296
 TF0296'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF0296'RECOVERED IN GOOD CONDITION.
 TF0296
 TF0296                          STATION RECOVERY (1982)
 TF0296
 TF0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0296'NOT SEARCHED FOR THIS SURVEY, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1317 ***********************************************************************
 SN1317  DESIGNATION -  J 234
 SN1317  PID         -  SN1317
 SN1317  STATE/COUNTY-  ND/MCLEAN
 SN1317  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1317
 SN1317                         *CURRENT SURVEY CONTROL
 SN1317  ___________________________________________________________________
 SN1317* NAD 83(1986)-  47 45 40.     (N)    101 30 25.     (W)     SCALED    
 SN1317* NAVD 88     -       627.576  (meters)    2058.97   (feet)  ADJUSTED  
 SN1317  ___________________________________________________________________
 SN1317  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 SN1317  DYNAMIC HT  -         627.641 (meters)    2059.19  (feet)  COMP
 SN1317  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 SN1317
 SN1317  VERT ORDER  -  SECOND    CLASS 0
 SN1317
 SN1317.The horizontal coordinates were scaled from a topographic map and have
 SN1317.an estimated accuracy of +/- 6 seconds.
 SN1317
 SN1317.The orthometric height was determined by differential leveling
 SN1317.and adjusted by the National Geodetic Survey in June 1991..
 SN1317
 SN1317.The geoid height was determined by GEOID03.
 SN1317
 SN1317.The dynamic height is computed by dividing the NAVD 88
 SN1317.geopotential number by the normal gravity value computed on the
 SN1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1317.degrees latitude (g = 980.6199 gals.).
 SN1317
 SN1317.The modeled gravity was interpolated from observed gravity values.
 SN1317
 SN1317;                    North         East    Units  Estimated Accuracy
 SN1317;SPC ND N     -    85,110.      524,520.      MT  (+/- 180 meters Scaled)
 SN1317
 SN1317                          SUPERSEDED SURVEY CONTROL
 SN1317
 SN1317  NGVD 29 (??/??/92)  627.169  (m)         2057.64   (f) ADJ UNCH    2 0
 SN1317
 SN1317.Superseded values are not recommended for survey control.
 SN1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1317.See file dsdata.txt to determine how the superseded data were derived.
 SN1317
 SN1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT121927(NAD 83)
 SN1317_MARKER: DB = BENCH MARK DISK
 SN1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1317_STAMPING: J 234 1962
 SN1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1317+STABILITY: SURFACE MOTION
 SN1317
 SN1317  HISTORY     - Date     Condition        Report By
 SN1317  HISTORY     - 1962     MONUMENTED       CGS
 SN1317  HISTORY     - 1970     GOOD             NGS
 SN1317
 SN1317                          STATION DESCRIPTION
 SN1317
 SN1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1317'7.0 MI S FROM DOUGLAS.
 SN1317'ABOUT 7.0 MILES SOUTH ALONG COUNTY ROAD 13 FROM THE RAILROAD STATION
 SN1317'AT DOUGLAS, 91.5 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 SN1317'GRAVELED ROAD LEADING WEST AND A DIRT ROAD LEADING EAST, 79.5 FEET
 SN1317'EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 44 FEET NORTH OF THE
 SN1317'CENTERLINE OF THE ROAD LEADING EAST, 2 FEET EAST OF TELEPHONE POLE NO.
 SN1317'3-156, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SN1317'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SN1317
 SN1317                          STATION RECOVERY (1970)
 SN1317
 SN1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SN1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1163 ***********************************************************************
 SN1163  DESIGNATION -  J 236
 SN1163  PID         -  SN1163
 SN1163  STATE/COUNTY-  ND/MCLEAN
 SN1163  USGS QUAD   -  EMMET NE (1956)
 SN1163
 SN1163                         *CURRENT SURVEY CONTROL
 SN1163  ___________________________________________________________________
 SN1163* NAD 83(1986)-  47 44 46.     (N)    101 33 01.     (W)     SCALED    
 SN1163* NAVD 88     -       600.508  (meters)    1970.17   (feet)  ADJUSTED  
 SN1163  ___________________________________________________________________
 SN1163  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 SN1163  DYNAMIC HT  -         600.569 (meters)    1970.37  (feet)  COMP
 SN1163  MODELED GRAV-     980,694.6   (mgal)                       NAVD 88
 SN1163
 SN1163  VERT ORDER  -  SECOND    CLASS 0
 SN1163
 SN1163.The horizontal coordinates were scaled from a topographic map and have
 SN1163.an estimated accuracy of +/- 6 seconds.
 SN1163
 SN1163.The orthometric height was determined by differential leveling
 SN1163.and adjusted by the National Geodetic Survey in June 1991..
 SN1163
 SN1163.The geoid height was determined by GEOID03.
 SN1163
 SN1163.The dynamic height is computed by dividing the NAVD 88
 SN1163.geopotential number by the normal gravity value computed on the
 SN1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1163.degrees latitude (g = 980.6199 gals.).
 SN1163
 SN1163.The modeled gravity was interpolated from observed gravity values.
 SN1163
 SN1163;                    North         East    Units  Estimated Accuracy
 SN1163;SPC ND N     -    83,490.      521,250.      MT  (+/- 180 meters Scaled)
 SN1163
 SN1163                          SUPERSEDED SURVEY CONTROL
 SN1163
 SN1163  NGVD 29 (??/??/92)  600.098  (m)         1968.82   (f) ADJ UNCH    2 0
 SN1163
 SN1163.Superseded values are not recommended for survey control.
 SN1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1163.See file dsdata.txt to determine how the superseded data were derived.
 SN1163
 SN1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT088912(NAD 83)
 SN1163_MARKER: DB = BENCH MARK DISK
 SN1163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN1163_SP_SET: CULVERT
 SN1163_STAMPING: J 236 1962
 SN1163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN1163
 SN1163  HISTORY     - Date     Condition        Report By
 SN1163  HISTORY     - 1962     MONUMENTED       CGS
 SN1163
 SN1163                          STATION DESCRIPTION
 SN1163
 SN1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1163'12.8 MI NW FROM GARRISON.
 SN1163'ABOUT 6.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE RAILROAD STATION
 SN1163'AT GARRISON, THENCE 6.0 MILES WEST ALONG A GRAVELED ROAD, 68 FEET
 SN1163'EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING
 SN1163'SOUTH, 11.5 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, SET IN
 SN1163'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A 16 X 8
 SN1163'FOOT CULVERT UNDER THE GRAVELED ROAD, 0.7 FOOT EAST OF THE WEST EDGE
 SN1163'OF THE HEADWALL, AND ABOUT LEVEL WITH THE GRAVELED ROAD, S 10, R 85 W,
 SN1163'T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1363 ***********************************************************************
 SN1363  DESIGNATION -  J 237
 SN1363  PID         -  SN1363
 SN1363  STATE/COUNTY-  ND/MCLEAN
 SN1363  USGS QUAD   -  MAKOTI SW (1956)
 SN1363
 SN1363                         *CURRENT SURVEY CONTROL
 SN1363  ___________________________________________________________________
 SN1363* NAD 83(1986)-  47 49 59.     (N)    101 53 36.     (W)     SCALED    
 SN1363* NAVD 88     -       656.301  (meters)    2153.21   (feet)  ADJUSTED  
 SN1363  ___________________________________________________________________
 SN1363  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 SN1363  DYNAMIC HT  -         656.382 (meters)    2153.48  (feet)  COMP
 SN1363  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SN1363
 SN1363  VERT ORDER  -  SECOND    CLASS 0
 SN1363
 SN1363.The horizontal coordinates were scaled from a topographic map and have
 SN1363.an estimated accuracy of +/- 6 seconds.
 SN1363
 SN1363.The orthometric height was determined by differential leveling
 SN1363.and adjusted by the National Geodetic Survey in June 1991..
 SN1363
 SN1363.The geoid height was determined by GEOID03.
 SN1363
 SN1363.The dynamic height is computed by dividing the NAVD 88
 SN1363.geopotential number by the normal gravity value computed on the
 SN1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1363.degrees latitude (g = 980.6199 gals.).
 SN1363
 SN1363.The modeled gravity was interpolated from observed gravity values.
 SN1363
 SN1363;                    North         East    Units  Estimated Accuracy
 SN1363;SPC ND N     -    93,560.      495,700.      MT  (+/- 180 meters Scaled)
 SN1363
 SN1363                          SUPERSEDED SURVEY CONTROL
 SN1363
 SN1363  NGVD 29 (??/??/92)  655.881  (m)         2151.84   (f) ADJ UNCH    2 0
 SN1363
 SN1363.Superseded values are not recommended for survey control.
 SN1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1363.See file dsdata.txt to determine how the superseded data were derived.
 SN1363
 SN1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU834017(NAD 83)
 SN1363_MARKER: DB = BENCH MARK DISK
 SN1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1363_STAMPING: J 237 1962
 SN1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1363+STABILITY: SURFACE MOTION
 SN1363
 SN1363  HISTORY     - Date     Condition        Report By
 SN1363  HISTORY     - 1962     MONUMENTED       CGS
 SN1363
 SN1363                          STATION DESCRIPTION
 SN1363
 SN1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1363'13.0 MI NE FROM RAUB.
 SN1363'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1363'HIGHWAY 37 AT RAUB, THENCE 7.0 MILES EAST ALONG A GRAVELED ROAD. AT
 SN1363'THE ROAD INTERSECTION, 120 FEET NORTHWEST OF THE CENTER OF THE
 SN1363'INTERSECTION, 85 FEET NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 80
 SN1363'FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 4.0 FEET WEST OF A
 SN1363'POWER POLE WITH 4 GUY-WIRES, 2.0 FEET EAST OF A WITNESS POST AND ABOUT
 SN1363'LEVEL WITH THE EAST-WEST ROAD.  SET IN THE TOP OF A CONCRETE POST
 SN1363'PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0445 ***********************************************************************
 TG0445  DESIGNATION -  J 238
 TG0445  PID         -  TG0445
 TG0445  STATE/COUNTY-  ND/MOUNTRAIL
 TG0445  USGS QUAD   -  PALERMO (1981)
 TG0445
 TG0445                         *CURRENT SURVEY CONTROL
 TG0445  ___________________________________________________________________
 TG0445* NAD 83(1986)-  48 20 15.     (N)    102 13 28.     (W)     SCALED    
 TG0445* NAVD 88     -       669.264  (meters)    2195.74   (feet)  ADJUSTED  
 TG0445  ___________________________________________________________________
 TG0445  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG0445  DYNAMIC HT  -         669.372 (meters)    2196.10  (feet)  COMP
 TG0445  MODELED GRAV-     980,749.5   (mgal)                       NAVD 88
 TG0445
 TG0445  VERT ORDER  -  FIRST     CLASS II
 TG0445
 TG0445.The horizontal coordinates were scaled from a topographic map and have
 TG0445.an estimated accuracy of +/- 6 seconds.
 TG0445
 TG0445.The orthometric height was determined by differential leveling
 TG0445.and adjusted by the National Geodetic Survey in June 1991..
 TG0445.WARNING-Repeat measurements at this control monument indicate possible
 TG0445.vertical movement.
 TG0445
 TG0445.The geoid height was determined by GEOID03.
 TG0445
 TG0445.The dynamic height is computed by dividing the NAVD 88
 TG0445.geopotential number by the normal gravity value computed on the
 TG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0445.degrees latitude (g = 980.6199 gals.).
 TG0445
 TG0445.The modeled gravity was interpolated from observed gravity values.
 TG0445
 TG0445;                    North         East    Units  Estimated Accuracy
 TG0445;SPC ND N     -   150,140.      472,170.      MT  (+/- 180 meters Scaled)
 TG0445
 TG0445                          SUPERSEDED SURVEY CONTROL
 TG0445
 TG0445  NGVD 29 (??/??/92)  668.814  (m)         2194.27   (f) ADJ UNCH    1 2
 TG0445
 TG0445.Superseded values are not recommended for survey control.
 TG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0445.See file dsdata.txt to determine how the superseded data were derived.
 TG0445
 TG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056575(NAD 83)
 TG0445_MARKER: DB = BENCH MARK DISK
 TG0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0445_STAMPING: J 238 1963
 TG0445_MARK LOGO: CGS   
 TG0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0445+STABILITY: SURFACE MOTION
 TG0445
 TG0445  HISTORY     - Date     Condition        Report By
 TG0445  HISTORY     - 1963     MONUMENTED       CGS
 TG0445  HISTORY     - 1981     GOOD             NGS
 TG0445
 TG0445                          STATION DESCRIPTION
 TG0445
 TG0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0445'IN PALERMO.
 TG0445'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0445'AT PALERMO, ABOUT 0.3 MILE WEST OF MILEPOST 46, 94.5 FEET NORTHWEST OF
 TG0445'THE CENTER OF THE SECOND ROAD CROSSING EAST OF THE STATION, 84.9 FEET
 TG0445'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 36 FEET WEST OF THE
 TG0445'CENTERLINE OF THE ROAD, 48 FEET NORTHEAST OF THE NORTH LEG OF A
 TG0445'TELEGRAPH LINE TOWER, 3 FEET SOUTHWEST OF A FENCE CORNER, 1.9 FEET
 TG0445'EAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 TG0445'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S
 TG0445'15, R 90 W, T 156 N.
 TG0445
 TG0445                          STATION RECOVERY (1981)
 TG0445
 TG0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1293 ***********************************************************************
 SN1293  DESIGNATION -  J 239
 SN1293  PID         -  SN1293
 SN1293  STATE/COUNTY-  ND/WARD
 SN1293  USGS QUAD   -  RYDER (1981)
 SN1293
 SN1293                         *CURRENT SURVEY CONTROL
 SN1293  ___________________________________________________________________
 SN1293* NAD 83(1986)-  47 56 58.     (N)    101 40 47.     (W)     SCALED    
 SN1293* NAVD 88     -       638.873  (meters)    2096.04   (feet)  ADJUSTED  
 SN1293  ___________________________________________________________________
 SN1293  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1293  DYNAMIC HT  -         638.957 (meters)    2096.31  (feet)  COMP
 SN1293  MODELED GRAV-     980,721.7   (mgal)                       NAVD 88
 SN1293
 SN1293  VERT ORDER  -  SECOND    CLASS 0
 SN1293
 SN1293.The horizontal coordinates were scaled from a topographic map and have
 SN1293.an estimated accuracy of +/- 6 seconds.
 SN1293
 SN1293.The orthometric height was determined by differential leveling
 SN1293.and adjusted by the National Geodetic Survey in June 1991..
 SN1293
 SN1293.The geoid height was determined by GEOID03.
 SN1293
 SN1293.The dynamic height is computed by dividing the NAVD 88
 SN1293.geopotential number by the normal gravity value computed on the
 SN1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1293.degrees latitude (g = 980.6199 gals.).
 SN1293
 SN1293.The modeled gravity was interpolated from observed gravity values.
 SN1293
 SN1293;                    North         East    Units  Estimated Accuracy
 SN1293;SPC ND N     -   106,240.      511,890.      MT  (+/- 180 meters Scaled)
 SN1293
 SN1293                          SUPERSEDED SURVEY CONTROL
 SN1293
 SN1293  NGVD 29 (??/??/92)  638.464  (m)         2094.69   (f) ADJ UNCH    2 0
 SN1293
 SN1293.Superseded values are not recommended for survey control.
 SN1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1293.See file dsdata.txt to determine how the superseded data were derived.
 SN1293
 SN1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU999141(NAD 83)
 SN1293_MARKER: DB = BENCH MARK DISK
 SN1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1293_STAMPING: J 239 1962
 SN1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1293+STABILITY: SURFACE MOTION
 SN1293
 SN1293  HISTORY     - Date     Condition        Report By
 SN1293  HISTORY     - 1962     MONUMENTED       CGS
 SN1293
 SN1293                          STATION DESCRIPTION
 SN1293
 SN1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1293'2.3 MI N FROM RYDER.
 SN1293'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1293'CROSSING AT RYDER, 166 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 SN1293'INTERSECTION, 102 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 129.5
 SN1293'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 3.5 FEET NORTH
 SN1293'OF A POWER POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET SOUTH OF A
 SN1293'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SN1293'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0641 ***********************************************************************
 TG0641  DESIGNATION -  J 240
 TG0641  PID         -  TG0641
 TG0641  STATE/COUNTY-  ND/MOUNTRAIL
 TG0641  USGS QUAD   -  PALERMO NE (1981)
 TG0641
 TG0641                         *CURRENT SURVEY CONTROL
 TG0641  ___________________________________________________________________
 TG0641* NAD 83(1986)-  48 26 40.     (N)    102 02 19.     (W)     SCALED    
 TG0641* NAVD 88     -       690.235  (meters)    2264.55   (feet)  ADJUSTED  
 TG0641  ___________________________________________________________________
 TG0641  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 TG0641  DYNAMIC HT  -         690.346 (meters)    2264.91  (feet)  COMP
 TG0641  MODELED GRAV-     980,747.4   (mgal)                       NAVD 88
 TG0641
 TG0641  VERT ORDER  -  SECOND    CLASS 0
 TG0641
 TG0641.The horizontal coordinates were scaled from a topographic map and have
 TG0641.an estimated accuracy of +/- 6 seconds.
 TG0641
 TG0641.The orthometric height was determined by differential leveling
 TG0641.and adjusted by the National Geodetic Survey in June 1991..
 TG0641
 TG0641.The geoid height was determined by GEOID03.
 TG0641
 TG0641.The dynamic height is computed by dividing the NAVD 88
 TG0641.geopotential number by the normal gravity value computed on the
 TG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0641.degrees latitude (g = 980.6199 gals.).
 TG0641
 TG0641.The modeled gravity was interpolated from observed gravity values.
 TG0641
 TG0641;                    North         East    Units  Estimated Accuracy
 TG0641;SPC ND N     -   161,740.      486,180.      MT  (+/- 180 meters Scaled)
 TG0641
 TG0641                          SUPERSEDED SURVEY CONTROL
 TG0641
 TG0641  NGVD 29 (??/??/92)  689.812  (m)         2263.16   (f) ADJ UNCH    2 0
 TG0641
 TG0641.Superseded values are not recommended for survey control.
 TG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0641.See file dsdata.txt to determine how the superseded data were derived.
 TG0641
 TG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP189699(NAD 83)
 TG0641_MARKER: DB = BENCH MARK DISK
 TG0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0641_STAMPING: J 240 1963
 TG0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0641+STABILITY: SURFACE MOTION
 TG0641
 TG0641  HISTORY     - Date     Condition        Report By
 TG0641  HISTORY     - 1963     MONUMENTED       CGS
 TG0641
 TG0641                          STATION DESCRIPTION
 TG0641
 TG0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0641'8.3 MI SW FROM COULEE.
 TG0641'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0641'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0641'ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, ABOUT 95 YARDS
 TG0641'EAST OF THE CENTER OF A CURVE IN THE ROAD, 30 FEET SOUTH OF THE
 TG0641'CENTERLINE OF THE ROAD, 5.0 FEET EAST OF A FENCE CORNER, 2.5 FEET
 TG0641'NORTH OF A FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 TG0641'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0641'PROJECTING 4 INCHES, S 10, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0419 ***********************************************************************
 TG0419  DESIGNATION -  J 241
 TG0419  PID         -  TG0419
 TG0419  STATE/COUNTY-  ND/MOUNTRAIL
 TG0419  USGS QUAD   -  BLAISDELL (1981)
 TG0419
 TG0419                         *CURRENT SURVEY CONTROL
 TG0419  ___________________________________________________________________
 TG0419* NAD 83(1986)-  48 20 17.     (N)    102 04 47.     (W)     SCALED    
 TG0419* NAVD 88     -       691.196  (meters)    2267.70   (feet)  ADJUSTED  
 TG0419  ___________________________________________________________________
 TG0419  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG0419  DYNAMIC HT  -         691.307 (meters)    2268.06  (feet)  COMP
 TG0419  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TG0419
 TG0419  VERT ORDER  -  FIRST     CLASS II
 TG0419
 TG0419.The horizontal coordinates were scaled from a topographic map and have
 TG0419.an estimated accuracy of +/- 6 seconds.
 TG0419
 TG0419.The orthometric height was determined by differential leveling
 TG0419.and adjusted by the National Geodetic Survey in June 1991..
 TG0419
 TG0419.The geoid height was determined by GEOID03.
 TG0419
 TG0419.The dynamic height is computed by dividing the NAVD 88
 TG0419.geopotential number by the normal gravity value computed on the
 TG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0419.degrees latitude (g = 980.6199 gals.).
 TG0419
 TG0419.The modeled gravity was interpolated from observed gravity values.
 TG0419
 TG0419;                    North         East    Units  Estimated Accuracy
 TG0419;SPC ND N     -   149,970.      482,900.      MT  (+/- 180 meters Scaled)
 TG0419
 TG0419                          SUPERSEDED SURVEY CONTROL
 TG0419
 TG0419  NGVD 29 (??/??/92)  690.752  (m)         2266.24   (f) ADJ UNCH    1 2
 TG0419
 TG0419.Superseded values are not recommended for survey control.
 TG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0419.See file dsdata.txt to determine how the superseded data were derived.
 TG0419
 TG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP164579(NAD 83)
 TG0419_MARKER: DB = BENCH MARK DISK
 TG0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0419_SP_SET: FOUNDATION
 TG0419_STAMPING: J 241 1963
 TG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0419
 TG0419  HISTORY     - Date     Condition        Report By
 TG0419  HISTORY     - 1963     MONUMENTED       CGS
 TG0419  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0419
 TG0419                          STATION DESCRIPTION
 TG0419
 TG0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0419'IN BLAISDELL.
 TG0419'AT BLAISDELL, ABOUT 32 YARDS SOUTHWEST ACROSS THE TRACK FROM THE
 TG0419'SOUTHWEST CORNER OF THE GREAT NORTHERN RAILWAY STATION, ABOUT 0.4 MILE
 TG0419'WEST OF MILEPOST 39, ABOUT 72 YARDS WEST OF A GRAVELED ROAD CROSSING,
 TG0419'SET IN THE TOP OF A 1-FOOT CONCRETE OFFSET IN THE FOUNDATION ALONG THE
 TG0419'EAST SIDE OF THE MOST EASTERLY OF 4 BUILDINGS WHICH BELONG TO THE
 TG0419'FARMERS CO-OP ELEVATOR COMPANY, 7.0 FEET SOUTH OF THE SOUTH RAIL OF
 TG0419'THE MOST SOUTHERLY OF THREE TRACKS, 1.0 FOOT SOUTHEAST OF THE
 TG0419'NORTHEAST CORNER OF THE BUILDING, AND ABOUT LEVEL WITH THE MAIN TRACK,
 TG0419'S 14, R 89 W, T 156 N.
 TG0419
 TG0419                          STATION RECOVERY (1981)
 TG0419
 TG0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0048 ***********************************************************************
 SO0048  DESIGNATION -  J 242
 SO0048  PID         -  SO0048
 SO0048  STATE/COUNTY-  ND/MOUNTRAIL
 SO0048  USGS QUAD   -  NEW TOWN (1981)
 SO0048
 SO0048                         *CURRENT SURVEY CONTROL
 SO0048  ___________________________________________________________________
 SO0048* NAD 83(1986)-  47 57 46.     (N)    102 23 08.     (W)     SCALED    
 SO0048* NAVD 88     -       558.022  (meters)    1830.78   (feet)  ADJUSTED  
 SO0048  ___________________________________________________________________
 SO0048  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0048  DYNAMIC HT  -         558.102 (meters)    1831.04  (feet)  COMP
 SO0048  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 SO0048
 SO0048  VERT ORDER  -  SECOND    CLASS 0
 SO0048
 SO0048.The horizontal coordinates were scaled from a topographic map and have
 SO0048.an estimated accuracy of +/- 6 seconds.
 SO0048
 SO0048.The orthometric height was determined by differential leveling
 SO0048.and adjusted by the National Geodetic Survey in June 1991..
 SO0048
 SO0048.The geoid height was determined by GEOID03.
 SO0048
 SO0048.The dynamic height is computed by dividing the NAVD 88
 SO0048.geopotential number by the normal gravity value computed on the
 SO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0048.degrees latitude (g = 980.6199 gals.).
 SO0048
 SO0048.The modeled gravity was interpolated from observed gravity values.
 SO0048
 SO0048;                    North         East    Units  Estimated Accuracy
 SO0048;SPC ND N     -   108,770.      459,210.      MT  (+/- 180 meters Scaled)
 SO0048
 SO0048                          SUPERSEDED SURVEY CONTROL
 SO0048
 SO0048  NGVD 29 (??/??/92)  557.583  (m)         1829.34   (f) ADJ UNCH    2 0
 SO0048
 SO0048.Superseded values are not recommended for survey control.
 SO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0048.See file dsdata.txt to determine how the superseded data were derived.
 SO0048
 SO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP951154(NAD 83)
 SO0048_MARKER: DB = BENCH MARK DISK
 SO0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0048_STAMPING: J 242 1963
 SO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0048+STABILITY: SURFACE MOTION
 SO0048
 SO0048  HISTORY     - Date     Condition        Report By
 SO0048  HISTORY     - 1963     MONUMENTED       CGS
 SO0048
 SO0048                          STATION DESCRIPTION
 SO0048
 SO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0048'5.8 MI SE FROM NEW TOWN.
 SO0048'ABOUT 4.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0048'NEW TOWN, THENCE 1.0 MILE SOUTH ALONG AN ABANDONED COUNTY ROAD, ABOUT
 SO0048'0.8 MILE SOUTH OF THE CROSSING OF THE SOO LINE RAILROAD, 44 FEET
 SO0048'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A ROAD LEADING WEST, 35
 SO0048'FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 28 FEET SOUTH
 SO0048'OF THE CENTERLINE OF THE ROAD LEADING WEST, 1.5 FEET NORTH OF AN OLD
 SO0048'FENCE CORNER, IN LINE WITH A NORTH-SOUTH FENCE, 1.6 FEET EAST OF A
 SO0048'METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF
 SO0048'A CONCRETE POST PROJECTING 6 INCHES, S 19, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1266 ***********************************************************************
 TF1266  DESIGNATION -  J 243
 TF1266  PID         -  TF1266
 TF1266  STATE/COUNTY-  ND/MOUNTRAIL
 TF1266  USGS QUAD   -  PLAZA (1980)
 TF1266
 TF1266                         *CURRENT SURVEY CONTROL
 TF1266  ___________________________________________________________________
 TF1266* NAD 83(1986)-  48 06 36.     (N)    101 57 54.     (W)     SCALED    
 TF1266* NAVD 88     -       646.840  (meters)    2122.17   (feet)  ADJUSTED  
 TF1266  ___________________________________________________________________
 TF1266  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TF1266  DYNAMIC HT  -         646.936 (meters)    2122.49  (feet)  COMP
 TF1266  MODELED GRAV-     980,738.1   (mgal)                       NAVD 88
 TF1266
 TF1266  VERT ORDER  -  SECOND    CLASS 0
 TF1266
 TF1266.The horizontal coordinates were scaled from a topographic map and have
 TF1266.an estimated accuracy of +/- 6 seconds.
 TF1266
 TF1266.The orthometric height was determined by differential leveling
 TF1266.and adjusted by the National Geodetic Survey in June 1991..
 TF1266
 TF1266.The geoid height was determined by GEOID03.
 TF1266
 TF1266.The dynamic height is computed by dividing the NAVD 88
 TF1266.geopotential number by the normal gravity value computed on the
 TF1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1266.degrees latitude (g = 980.6199 gals.).
 TF1266
 TF1266.The modeled gravity was interpolated from observed gravity values.
 TF1266
 TF1266;                    North         East    Units  Estimated Accuracy
 TF1266;SPC ND N     -   124,450.      490,920.      MT  (+/- 180 meters Scaled)
 TF1266
 TF1266                          SUPERSEDED SURVEY CONTROL
 TF1266
 TF1266  NGVD 29 (??/??/92)  646.409  (m)         2120.76   (f) ADJ UNCH    2 0
 TF1266
 TF1266.Superseded values are not recommended for survey control.
 TF1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1266.See file dsdata.txt to determine how the superseded data were derived.
 TF1266
 TF1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU793327(NAD 83)
 TF1266_MARKER: DB = BENCH MARK DISK
 TF1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1266_STAMPING: J 243 1963
 TF1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1266+STABILITY: SURFACE MOTION
 TF1266
 TF1266  HISTORY     - Date     Condition        Report By
 TF1266  HISTORY     - 1963     MONUMENTED       CGS
 TF1266
 TF1266                          STATION DESCRIPTION
 TF1266
 TF1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1266'6.5 MI N FROM PLAZA.
 TF1266'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1266'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1266'6.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 51 FEET NORTHEAST OF THE
 TF1266'CENTER OF THE INTERSECTION OF A TRACK ROAD, 48 FEET EAST OF THE
 TF1266'CENTERLINE OF A NORTH-SOUTH ROAD, 12 FEET NORTH OF THE CENTERLINE OF
 TF1266'THE TRACK ROAD, 25 FEET SOUTH OF A POWER POLE, 2.0 FEET NORTHWEST OF
 TF1266'THE NORTH END OF A WIRE GATE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 TF1266'ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 TF1266'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT, S 35, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0701 ***********************************************************************
 TG0701  DESIGNATION -  J 244
 TG0701  PID         -  TG0701
 TG0701  STATE/COUNTY-  ND/MOUNTRAIL
 TG0701  USGS QUAD   -  EPWORTH (1981)
 TG0701
 TG0701                         *CURRENT SURVEY CONTROL
 TG0701  ___________________________________________________________________
 TG0701* NAD 83(1986)-  48 00 26.     (N)    102 10 17.     (W)     SCALED    
 TG0701* NAVD 88     -       628.653  (meters)    2062.51   (feet)  ADJUSTED  
 TG0701  ___________________________________________________________________
 TG0701  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TG0701  DYNAMIC HT  -         628.749 (meters)    2062.82  (feet)  COMP
 TG0701  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 TG0701
 TG0701  VERT ORDER  -  SECOND    CLASS 0
 TG0701
 TG0701.The horizontal coordinates were scaled from a topographic map and have
 TG0701.an estimated accuracy of +/- 6 seconds.
 TG0701
 TG0701.The orthometric height was determined by differential leveling
 TG0701.and adjusted by the National Geodetic Survey in June 1991..
 TG0701
 TG0701.The geoid height was determined by GEOID03.
 TG0701
 TG0701.The dynamic height is computed by dividing the NAVD 88
 TG0701.geopotential number by the normal gravity value computed on the
 TG0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0701.degrees latitude (g = 980.6199 gals.).
 TG0701
 TG0701.The modeled gravity was interpolated from observed gravity values.
 TG0701
 TG0701;                    North         East    Units  Estimated Accuracy
 TG0701;SPC ND N     -   113,340.      475,310.      MT  (+/- 180 meters Scaled)
 TG0701
 TG0701                          SUPERSEDED SURVEY CONTROL
 TG0701
 TG0701  NGVD 29 (??/??/92)  628.228  (m)         2061.11   (f) ADJ UNCH    2 0
 TG0701
 TG0701.Superseded values are not recommended for survey control.
 TG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0701.See file dsdata.txt to determine how the superseded data were derived.
 TG0701
 TG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP109209(NAD 83)
 TG0701_MARKER: DB = BENCH MARK DISK
 TG0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0701_STAMPING: J 244 1963
 TG0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0701+STABILITY: SURFACE MOTION
 TG0701
 TG0701  HISTORY     - Date     Condition        Report By
 TG0701  HISTORY     - 1963     MONUMENTED       CGS
 TG0701
 TG0701                          STATION DESCRIPTION
 TG0701
 TG0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0701'6.1 MI NW FROM PARSHALL.
 TG0701'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0701'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 2.0
 TG0701'MILES WEST ALONG STATE HIGHWAY 23, THENCE 2.0 MILES NORTH ALONG A
 TG0701'GRADED COUNTY ROAD, 59.5 FEET NORTHEAST OF THE CENTER OF THE
 TG0701'INTERSECTION OF AN EAST-WEST ROAD, 42.0 FEET EAST OF THE CENTERLINE OF
 TG0701'THE ROAD, 41.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.6
 TG0701'FEET SOUTHEAST OF A FENCE CORNER, 1.7 FEET WEST OF A METAL WITNESS
 TG0701'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TG0701'A CONCRETE POST PROJECTING 0.8 FOOT, S 2, R 90 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0666 ***********************************************************************
 TG0666  DESIGNATION -  J 245
 TG0666  PID         -  TG0666
 TG0666  STATE/COUNTY-  ND/MOUNTRAIL
 TG0666  USGS QUAD   -  PALERMO (1981)
 TG0666
 TG0666                         *CURRENT SURVEY CONTROL
 TG0666  ___________________________________________________________________
 TG0666* NAD 83(1986)-  48 15 17.     (N)    102 13 27.     (W)     SCALED    
 TG0666* NAVD 88     -       677.876  (meters)    2224.00   (feet)  ADJUSTED  
 TG0666  ___________________________________________________________________
 TG0666  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG0666  DYNAMIC HT  -         677.980 (meters)    2224.34  (feet)  COMP
 TG0666  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 TG0666
 TG0666  VERT ORDER  -  SECOND    CLASS 0
 TG0666
 TG0666.The horizontal coordinates were scaled from a topographic map and have
 TG0666.an estimated accuracy of +/- 6 seconds.
 TG0666
 TG0666.The orthometric height was determined by differential leveling
 TG0666.and adjusted by the National Geodetic Survey in June 1991..
 TG0666
 TG0666.The geoid height was determined by GEOID03.
 TG0666
 TG0666.The dynamic height is computed by dividing the NAVD 88
 TG0666.geopotential number by the normal gravity value computed on the
 TG0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0666.degrees latitude (g = 980.6199 gals.).
 TG0666
 TG0666.The modeled gravity was interpolated from observed gravity values.
 TG0666
 TG0666;                    North         East    Units  Estimated Accuracy
 TG0666;SPC ND N     -   140,940.      471,990.      MT  (+/- 180 meters Scaled)
 TG0666
 TG0666                          SUPERSEDED SURVEY CONTROL
 TG0666
 TG0666  NGVD 29 (??/??/92)  677.426  (m)         2222.52   (f) ADJ UNCH    2 0
 TG0666
 TG0666.Superseded values are not recommended for survey control.
 TG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0666.See file dsdata.txt to determine how the superseded data were derived.
 TG0666
 TG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060483(NAD 83)
 TG0666_MARKER: DB = BENCH MARK DISK
 TG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0666_STAMPING: J 245 1963
 TG0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0666+STABILITY: SURFACE MOTION
 TG0666
 TG0666  HISTORY     - Date     Condition        Report By
 TG0666  HISTORY     - 1963     MONUMENTED       CGS
 TG0666
 TG0666                          STATION DESCRIPTION
 TG0666
 TG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0666'5.9 MI S FROM PALERMO.
 TG0666'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0666'AT PALERMO, THENCE 5.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 71.0
 TG0666'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD,
 TG0666'54.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 45.5 FEET
 TG0666'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 4.0 FEET SOUTH OF A
 TG0666'POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TG0666'THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0666'POST PROJECTING 0.6 FOOT, S 14, R 90 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1304 ***********************************************************************
 TF1304  DESIGNATION -  J 246
 TF1304  PID         -  TF1304
 TF1304  STATE/COUNTY-  ND/MOUNTRAIL
 TF1304  USGS QUAD   -  PLAZA (1980)
 TF1304
 TF1304                         *CURRENT SURVEY CONTROL
 TF1304  ___________________________________________________________________
 TF1304* NAD 83(1986)-  48 07 28.     (N)    101 59 15.     (W)     SCALED    
 TF1304* NAVD 88     -       643.829  (meters)    2112.30   (feet)  ADJUSTED  
 TF1304  ___________________________________________________________________
 TF1304  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TF1304  DYNAMIC HT  -         643.924 (meters)    2112.61  (feet)  COMP
 TF1304  MODELED GRAV-     980,738.6   (mgal)                       NAVD 88
 TF1304
 TF1304  VERT ORDER  -  SECOND    CLASS 0
 TF1304
 TF1304.The horizontal coordinates were scaled from a topographic map and have
 TF1304.an estimated accuracy of +/- 6 seconds.
 TF1304
 TF1304.The orthometric height was determined by differential leveling
 TF1304.and adjusted by the National Geodetic Survey in June 1991..
 TF1304
 TF1304.The geoid height was determined by GEOID03.
 TF1304
 TF1304.The dynamic height is computed by dividing the NAVD 88
 TF1304.geopotential number by the normal gravity value computed on the
 TF1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1304.degrees latitude (g = 980.6199 gals.).
 TF1304
 TF1304.The modeled gravity was interpolated from observed gravity values.
 TF1304
 TF1304;                    North         East    Units  Estimated Accuracy
 TF1304;SPC ND N     -   126,090.      489,280.      MT  (+/- 180 meters Scaled)
 TF1304
 TF1304                          SUPERSEDED SURVEY CONTROL
 TF1304
 TF1304  NGVD 29 (??/??/92)  643.397  (m)         2110.88   (f) ADJ UNCH    2 0
 TF1304
 TF1304.Superseded values are not recommended for survey control.
 TF1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1304.See file dsdata.txt to determine how the superseded data were derived.
 TF1304
 TF1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU776344(NAD 83)
 TF1304_MARKER: DB = BENCH MARK DISK
 TF1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1304_STAMPING: J 246 1963
 TF1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1304+STABILITY: SURFACE MOTION
 TF1304
 TF1304  HISTORY     - Date     Condition        Report By
 TF1304  HISTORY     - 1963     MONUMENTED       CGS
 TF1304
 TF1304                          STATION DESCRIPTION
 TF1304
 TF1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1304'8.5 MI NW FROM PLAZA.
 TF1304'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1304'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1304'7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE WEST
 TF1304'ALONG A GRAVELED COUNTY ROAD, 65.0 FEET SOUTHWEST OF THE CENTER OF THE
 TF1304'INTERSECTION OF A NORTH-SOUTH ROAD, 50.0 FEET SOUTH OF THE CENTERLINE
 TF1304'OF THE EAST-WEST ROAD, 45.0 FEET WEST OF THE CENTERLINE OF THE
 TF1304'NORTH-SOUTH ROAD, 3.5 FEET NORTH OF A POWER POLE, 1.5 FEET EAST OF A
 TF1304'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE EAST-WEST
 TF1304'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 33,
 TF1304'R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1368 ***********************************************************************
 SN1368  DESIGNATION -  J 247
 SN1368  PID         -  SN1368
 SN1368  STATE/COUNTY-  ND/MCLEAN
 SN1368  USGS QUAD   -  MAKOTI SW (1956)
 SN1368
 SN1368                         *CURRENT SURVEY CONTROL
 SN1368  ___________________________________________________________________
 SN1368* NAD 83(1986)-  47 45 39.     (N)    101 58 37.     (W)     SCALED    
 SN1368* NAVD 88     -       594.969  (meters)    1951.99   (feet)  ADJUSTED  
 SN1368  ___________________________________________________________________
 SN1368  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SN1368  DYNAMIC HT  -         595.043 (meters)    1952.24  (feet)  COMP
 SN1368  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 SN1368
 SN1368  VERT ORDER  -  SECOND    CLASS 0
 SN1368
 SN1368.The horizontal coordinates were scaled from a topographic map and have
 SN1368.an estimated accuracy of +/- 6 seconds.
 SN1368
 SN1368.The orthometric height was determined by differential leveling
 SN1368.and adjusted by the National Geodetic Survey in June 1991..
 SN1368
 SN1368.The geoid height was determined by GEOID03.
 SN1368
 SN1368.The dynamic height is computed by dividing the NAVD 88
 SN1368.geopotential number by the normal gravity value computed on the
 SN1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1368.degrees latitude (g = 980.6199 gals.).
 SN1368
 SN1368.The modeled gravity was interpolated from observed gravity values.
 SN1368
 SN1368;                    North         East    Units  Estimated Accuracy
 SN1368;SPC ND N     -    85,650.      489,290.      MT  (+/- 180 meters Scaled)
 SN1368
 SN1368                          SUPERSEDED SURVEY CONTROL
 SN1368
 SN1368  NGVD 29 (??/??/92)  594.551  (m)         1950.62   (f) ADJ UNCH    2 0
 SN1368
 SN1368.Superseded values are not recommended for survey control.
 SN1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1368.See file dsdata.txt to determine how the superseded data were derived.
 SN1368
 SN1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT769940(NAD 83)
 SN1368_MARKER: DB = BENCH MARK DISK
 SN1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1368_STAMPING: J 247 1963
 SN1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1368+STABILITY: SURFACE MOTION
 SN1368
 SN1368  HISTORY     - Date     Condition        Report By
 SN1368  HISTORY     - 1963     MONUMENTED       CGS
 SN1368
 SN1368                          STATION DESCRIPTION
 SN1368
 SN1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1368'4.0 MI NE FROM RAUB.
 SN1368'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF A
 SN1368'GRAVELED COUNTY ROAD AT RAUB, THENCE 1.0 MILE NORTH ALONG A TRACK
 SN1368'ROAD, 33.0 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A TRACK
 SN1368'ROAD, 27.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 23.0
 SN1368'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 6.0 FEET NORTHEAST
 SN1368'OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.2 FEET WEST OF A METAL
 SN1368'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD,
 SN1368'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 5, R 88
 SN1368'W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1214 ***********************************************************************
 SN1214  DESIGNATION -  J 248
 SN1214  PID         -  SN1214
 SN1214  STATE/COUNTY-  ND/MCLEAN
 SN1214  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1214
 SN1214                         *CURRENT SURVEY CONTROL
 SN1214  ___________________________________________________________________
 SN1214* NAD 83(1986)-  47 41 17.     (N)    101 49 46.     (W)     SCALED    
 SN1214* NAVD 88     -       610.357  (meters)    2002.48   (feet)  ADJUSTED  
 SN1214  ___________________________________________________________________
 SN1214  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1214  DYNAMIC HT  -         610.420 (meters)    2002.69  (feet)  COMP
 SN1214  MODELED GRAV-     980,695.3   (mgal)                       NAVD 88
 SN1214
 SN1214  VERT ORDER  -  SECOND    CLASS 0
 SN1214
 SN1214.The horizontal coordinates were scaled from a topographic map and have
 SN1214.an estimated accuracy of +/- 6 seconds.
 SN1214
 SN1214.The orthometric height was determined by differential leveling
 SN1214.and adjusted by the National Geodetic Survey in June 1991..
 SN1214
 SN1214.The geoid height was determined by GEOID03.
 SN1214
 SN1214.The dynamic height is computed by dividing the NAVD 88
 SN1214.geopotential number by the normal gravity value computed on the
 SN1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1214.degrees latitude (g = 980.6199 gals.).
 SN1214
 SN1214.The modeled gravity was interpolated from observed gravity values.
 SN1214
 SN1214;                    North         East    Units  Estimated Accuracy
 SN1214;SPC ND N     -    77,360.      500,200.      MT  (+/- 180 meters Scaled)
 SN1214
 SN1214                          SUPERSEDED SURVEY CONTROL
 SN1214
 SN1214  NGVD 29 (??/??/92)  609.936  (m)         2001.10   (f) ADJ UNCH    2 0
 SN1214
 SN1214.Superseded values are not recommended for survey control.
 SN1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1214.See file dsdata.txt to determine how the superseded data were derived.
 SN1214
 SN1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT876855(NAD 83)
 SN1214_MARKER: DB = BENCH MARK DISK
 SN1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1214_STAMPING: J 248 1963
 SN1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1214+STABILITY: SURFACE MOTION
 SN1214
 SN1214  HISTORY     - Date     Condition        Report By
 SN1214  HISTORY     - 1963     MONUMENTED       CGS
 SN1214
 SN1214                          STATION DESCRIPTION
 SN1214
 SN1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1214'4.35 MI S FROM ROSEGLEN.
 SN1214'ABOUT 0.35 MILE EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1214'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRADED COUNTY
 SN1214'ROAD, 37 FEET SOUTHWEST OF THE CENTER OF THE T-ROAD JUNCTION OF AN
 SN1214'EAST-WEST ROAD, 34 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 SN1214'9.5 FEET WEST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING NORTH,
 SN1214'2.0 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS
 SN1214'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND SET IN
 SN1214'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 32, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1165 ***********************************************************************
 SN1165  DESIGNATION -  J 249
 SN1165  PID         -  SN1165
 SN1165  STATE/COUNTY-  ND/MCLEAN
 SN1165  USGS QUAD   -  EMMET NE (1956)
 SN1165
 SN1165                         *CURRENT SURVEY CONTROL
 SN1165  ___________________________________________________________________
 SN1165* NAD 83(1986)-  47 44 43.     (N)    101 35 39.     (W)     SCALED    
 SN1165* NAVD 88     -       624.330  (meters)    2048.32   (feet)  ADJUSTED  
 SN1165  ___________________________________________________________________
 SN1165  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN1165  DYNAMIC HT  -         624.394 (meters)    2048.53  (feet)  COMP
 SN1165  MODELED GRAV-     980,694.6   (mgal)                       NAVD 88
 SN1165
 SN1165  VERT ORDER  -  SECOND    CLASS 0
 SN1165
 SN1165.The horizontal coordinates were scaled from a topographic map and have
 SN1165.an estimated accuracy of +/- 6 seconds.
 SN1165
 SN1165.The orthometric height was determined by differential leveling
 SN1165.and adjusted by the National Geodetic Survey in June 1991..
 SN1165
 SN1165.The geoid height was determined by GEOID03.
 SN1165
 SN1165.The dynamic height is computed by dividing the NAVD 88
 SN1165.geopotential number by the normal gravity value computed on the
 SN1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1165.degrees latitude (g = 980.6199 gals.).
 SN1165
 SN1165.The modeled gravity was interpolated from observed gravity values.
 SN1165
 SN1165;                    North         East    Units  Estimated Accuracy
 SN1165;SPC ND N     -    83,440.      517,950.      MT  (+/- 180 meters Scaled)
 SN1165
 SN1165                          SUPERSEDED SURVEY CONTROL
 SN1165
 SN1165  NGVD 29 (??/??/92)  623.917  (m)         2046.97   (f) ADJ UNCH    2 0
 SN1165
 SN1165.Superseded values are not recommended for survey control.
 SN1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1165.See file dsdata.txt to determine how the superseded data were derived.
 SN1165
 SN1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT055912(NAD 83)
 SN1165_MARKER: DB = BENCH MARK DISK
 SN1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1165_STAMPING: J 249 1963
 SN1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1165+STABILITY: SURFACE MOTION
 SN1165
 SN1165  HISTORY     - Date     Condition        Report By
 SN1165  HISTORY     - 1963     MONUMENTED       CGS
 SN1165
 SN1165                          STATION DESCRIPTION
 SN1165
 SN1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1165'11.35 MI E FROM ROSEGLEN.
 SN1165'7.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF MAIN
 SN1165'STREET AT ROSEGLEN, THENCE 4.0 MILES EAST ALONG A GRAVELED COUNTY
 SN1165'ROAD, 91 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A TRACK
 SN1165'ROAD, 78 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 48 FEET
 SN1165'WEST OF THE CENTERLINE OF THE TRACK ROAD, 3 FEET EAST OF A POWER POLE,
 SN1165'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST
 SN1165'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 7,
 SN1165'R 85 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1258 ***********************************************************************
 SN1258  DESIGNATION -  J 250
 SN1258  PID         -  SN1258
 SN1258  STATE/COUNTY-  ND/MCLEAN
 SN1258  USGS QUAD   -  EMMET (1956)
 SN1258
 SN1258                         *CURRENT SURVEY CONTROL
 SN1258  ___________________________________________________________________
 SN1258* NAD 83(1986)-  47 40 19.     (N)    101 40 37.     (W)     SCALED    
 SN1258* NAVD 88     -       618.434  (meters)    2028.98   (feet)  ADJUSTED  
 SN1258  ___________________________________________________________________
 SN1258  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SN1258  DYNAMIC HT  -         618.494 (meters)    2029.18  (feet)  COMP
 SN1258  MODELED GRAV-     980,687.6   (mgal)                       NAVD 88
 SN1258
 SN1258  VERT ORDER  -  SECOND    CLASS 0
 SN1258
 SN1258.The horizontal coordinates were scaled from a topographic map and have
 SN1258.an estimated accuracy of +/- 6 seconds.
 SN1258
 SN1258.The orthometric height was determined by differential leveling
 SN1258.and adjusted by the National Geodetic Survey in June 1991..
 SN1258
 SN1258.The geoid height was determined by GEOID03.
 SN1258
 SN1258.The dynamic height is computed by dividing the NAVD 88
 SN1258.geopotential number by the normal gravity value computed on the
 SN1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1258.degrees latitude (g = 980.6199 gals.).
 SN1258
 SN1258.The modeled gravity was interpolated from observed gravity values.
 SN1258
 SN1258;                    North         East    Units  Estimated Accuracy
 SN1258;SPC ND N     -    75,380.      511,620.      MT  (+/- 180 meters Scaled)
 SN1258
 SN1258                          SUPERSEDED SURVEY CONTROL
 SN1258
 SN1258  NGVD 29 (??/??/92)  618.015  (m)         2027.60   (f) ADJ UNCH    2 0
 SN1258
 SN1258.Superseded values are not recommended for survey control.
 SN1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1258.See file dsdata.txt to determine how the superseded data were derived.
 SN1258
 SN1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT990833(NAD 83)
 SN1258_MARKER: DB = BENCH MARK DISK
 SN1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1258_STAMPING: J 250 1963
 SN1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1258+STABILITY: SURFACE MOTION
 SN1258
 SN1258  HISTORY     - Date     Condition        Report By
 SN1258  HISTORY     - 1963     MONUMENTED       CGS
 SN1258  HISTORY     - 1972     GOOD             NGS
 SN1258
 SN1258                          STATION DESCRIPTION
 SN1258
 SN1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1258'2.7 MI NW FROM EMMET.
 SN1258'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1258'AT EMMET, 72.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 56.5 FEET
 SN1258'SOUTHEAST OF THE EAST END OF A CATTLE UNDERPASS, 42.5 FEET NORTH
 SN1258'ACROSS A FENCE FROM A POWER POLE, 2.6 FEET SOUTHWEST OF A FENCE
 SN1258'CORNER, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 SN1258'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1258'0.6 FOOT, S 6, R 86 W, T 148 N.
 SN1258
 SN1258                          STATION RECOVERY (1972)
 SN1258
 SN1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SN1258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0068 ***********************************************************************
 TG0068  DESIGNATION -  J 251
 TG0068  PID         -  TG0068
 TG0068  STATE/COUNTY-  ND/MOUNTRAIL
 TG0068  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0068
 TG0068                         *CURRENT SURVEY CONTROL
 TG0068  ___________________________________________________________________
 TG0068* NAD 83(1986)-  48 31 03.     (N)    102 24 28.     (W)     SCALED    
 TG0068* NAVD 88     -       733.640  (meters)    2406.95   (feet)  ADJUSTED  
 TG0068  ___________________________________________________________________
 TG0068  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 TG0068  DYNAMIC HT  -         733.764 (meters)    2407.36  (feet)  COMP
 TG0068  MODELED GRAV-     980,754.6   (mgal)                       NAVD 88
 TG0068
 TG0068  VERT ORDER  -  SECOND    CLASS 0
 TG0068
 TG0068.The horizontal coordinates were scaled from a topographic map and have
 TG0068.an estimated accuracy of +/- 6 seconds.
 TG0068
 TG0068.The orthometric height was determined by differential leveling
 TG0068.and adjusted by the National Geodetic Survey in June 1991..
 TG0068
 TG0068.The geoid height was determined by GEOID03.
 TG0068
 TG0068.The dynamic height is computed by dividing the NAVD 88
 TG0068.geopotential number by the normal gravity value computed on the
 TG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0068.degrees latitude (g = 980.6199 gals.).
 TG0068
 TG0068.The modeled gravity was interpolated from observed gravity values.
 TG0068
 TG0068;                    North         East    Units  Estimated Accuracy
 TG0068;SPC ND N     -   170,470.      459,080.      MT  (+/- 180 meters Scaled)
 TG0068
 TG0068                          SUPERSEDED SURVEY CONTROL
 TG0068
 TG0068  NGVD 29 (??/??/92)  733.195  (m)         2405.49   (f) ADJ UNCH    2 0
 TG0068
 TG0068.Superseded values are not recommended for survey control.
 TG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0068.See file dsdata.txt to determine how the superseded data were derived.
 TG0068
 TG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP914770(NAD 83)
 TG0068_MARKER: DB = BENCH MARK DISK
 TG0068_SETTING: 80 = SET IN A BOULDER
 TG0068_SP_SET: BOULDER
 TG0068_STAMPING: J 251 1963
 TG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0068+STABILITY: SURFACE MOTION
 TG0068
 TG0068  HISTORY     - Date     Condition        Report By
 TG0068  HISTORY     - 1963     MONUMENTED       CGS
 TG0068
 TG0068                          STATION DESCRIPTION
 TG0068
 TG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0068'14.0 MI N FROM STANLEY.
 TG0068'ABOUT 14.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0068'STANLEY, ABOUT 98 YARDS SOUTHEAST OF THE JUNCTION OF A GRAVELED ROAD
 TG0068'LEADING WEST, AT THE JUNCTION OF A GRAVELED ROAD LEADING EAST, SET IN
 TG0068'THE TOP OF A BOULDER THAT IS ABOUT 2 1/2 FEET SQUARE AND 1/2 FOOT
 TG0068'HIGH, 87 FEET NORTH OF THE CENTERLINE OF THE ROAD, 70 FEET EAST OF THE
 TG0068'CENTERLINE OF THE HIGHWAY, 33 FEET NORTHWEST OF A POWER POLE, 9.9 FEET
 TG0068'WEST OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE
 TG0068'HIGHWAY, S 11, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1133 ***********************************************************************
 TG1133  DESIGNATION -  J 252
 TG1133  PID         -  TG1133
 TG1133  STATE/COUNTY-  ND/WILLIAMS
 TG1133  USGS QUAD   -  TEMPLE (1978)
 TG1133
 TG1133                         *CURRENT SURVEY CONTROL
 TG1133  ___________________________________________________________________
 TG1133* NAD 83(1986)-  48 22 43.     (N)    103 05 47.     (W)     SCALED    
 TG1133* NAVD 88     -       703.793  (meters)    2309.03   (feet)  ADJUSTED  
 TG1133  ___________________________________________________________________
 TG1133  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1133  DYNAMIC HT  -         703.892 (meters)    2309.35  (feet)  COMP
 TG1133  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 TG1133
 TG1133  VERT ORDER  -  FIRST     CLASS II
 TG1133
 TG1133.The horizontal coordinates were scaled from a topographic map and have
 TG1133.an estimated accuracy of +/- 6 seconds.
 TG1133
 TG1133.The orthometric height was determined by differential leveling
 TG1133.and adjusted by the National Geodetic Survey in June 1991..
 TG1133
 TG1133.The geoid height was determined by GEOID03.
 TG1133
 TG1133.The dynamic height is computed by dividing the NAVD 88
 TG1133.geopotential number by the normal gravity value computed on the
 TG1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1133.degrees latitude (g = 980.6199 gals.).
 TG1133
 TG1133.The modeled gravity was interpolated from observed gravity values.
 TG1133
 TG1133;                    North         East    Units  Estimated Accuracy
 TG1133;SPC ND N     -   156,520.      407,710.      MT  (+/- 180 meters Scaled)
 TG1133
 TG1133                          SUPERSEDED SURVEY CONTROL
 TG1133
 TG1133  NGVD 29 (??/??/92)  703.296  (m)         2307.40   (f) ADJ UNCH    1 2
 TG1133
 TG1133.Superseded values are not recommended for survey control.
 TG1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1133.See file dsdata.txt to determine how the superseded data were derived.
 TG1133
 TG1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP409601(NAD 83)
 TG1133_MARKER: DB = BENCH MARK DISK
 TG1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1133_STAMPING: J 252 1963
 TG1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1133+STABILITY: SURFACE MOTION
 TG1133
 TG1133  HISTORY     - Date     Condition        Report By
 TG1133  HISTORY     - 1963     MONUMENTED       CGS
 TG1133
 TG1133                          STATION DESCRIPTION
 TG1133
 TG1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG1133'4.1 MI NE FROM RAY.
 TG1133'ABOUT 4.1 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG1133'STATION AT RAY, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 90, ABOUT 0.35
 TG1133'MILE NORTHEAST OF A DIRT ROAD CROSSING, ON THE TOP AND NEAR THE EAST
 TG1133'END OF A LONG LOW CUT ALONG THE NORTHWEST SIDE OF THE TRACK, 90.4 FEET
 TG1133'NORTH OF A WHISTLE POST, 71.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 TG1133'3.0 FEET SOUTHWEST OF THE 15TH TELEGRAPH POLE NORTHEAST OF THE
 TG1133'MILEPOST, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET
 TG1133'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TG1133'PROJECTING 5 INCHES, S 33, R 96 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1264 ***********************************************************************
 TF1264  DESIGNATION -  J 253
 TF1264  PID         -  TF1264
 TF1264  STATE/COUNTY-  ND/MOUNTRAIL
 TF1264  USGS QUAD   -  PLAZA NW (1981)
 TF1264
 TF1264                         *CURRENT SURVEY CONTROL
 TF1264  ___________________________________________________________________
 TF1264* NAD 83(1986)-  48 08 20.     (N)    101 57 56.     (W)     SCALED    
 TF1264* NAVD 88     -       645.276  (meters)    2117.04   (feet)  ADJUSTED  
 TF1264  ___________________________________________________________________
 TF1264  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 TF1264  DYNAMIC HT  -         645.372 (meters)    2117.36  (feet)  COMP
 TF1264  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 TF1264
 TF1264  VERT ORDER  -  SECOND    CLASS 0
 TF1264
 TF1264.The horizontal coordinates were scaled from a topographic map and have
 TF1264.an estimated accuracy of +/- 6 seconds.
 TF1264
 TF1264.The orthometric height was determined by differential leveling
 TF1264.and adjusted by the National Geodetic Survey in June 1991..
 TF1264
 TF1264.The geoid height was determined by GEOID03.
 TF1264
 TF1264.The dynamic height is computed by dividing the NAVD 88
 TF1264.geopotential number by the normal gravity value computed on the
 TF1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1264.degrees latitude (g = 980.6199 gals.).
 TF1264
 TF1264.The modeled gravity was interpolated from observed gravity values.
 TF1264
 TF1264;                    North         East    Units  Estimated Accuracy
 TF1264;SPC ND N     -   127,660.      490,940.      MT  (+/- 180 meters Scaled)
 TF1264
 TF1264                          SUPERSEDED SURVEY CONTROL
 TF1264
 TF1264  NGVD 29 (??/??/92)  644.844  (m)         2115.63   (f) ADJ UNCH    2 0
 TF1264
 TF1264.Superseded values are not recommended for survey control.
 TF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1264.See file dsdata.txt to determine how the superseded data were derived.
 TF1264
 TF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU793359(NAD 83)
 TF1264_MARKER: DB = BENCH MARK DISK
 TF1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1264_STAMPING: J 253 1963
 TF1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1264+STABILITY: SURFACE MOTION
 TF1264
 TF1264  HISTORY     - Date     Condition        Report By
 TF1264  HISTORY     - 1963     MONUMENTED       CGS
 TF1264  HISTORY     - 1966     GOOD             NGS
 TF1264
 TF1264                          STATION DESCRIPTION
 TF1264
 TF1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TF1264'8.5 MI N FROM PLAZA.
 TF1264'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1264'AT PLAZA.  THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD.  THENCE
 TF1264'8.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 73 FEET NORTHWEST OF THE
 TF1264'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 53.5 FEET NORTH OF
 TF1264'THE CENTERLINE OF THE EAST-WEST ROAD, 51.0 FEET WEST OF THE CENTERLINE
 TF1264'OF THE NORTH-SOUTH ROAD, 5.5 FEET NORTH OF A POWER POLE, 1.5 FEET EAST
 TF1264'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD AND SET
 TF1264'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 35, R 88 W, T 154
 TF1264'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5421 ***********************************************************************
 AI5421  DESIGNATION -  J 253 RESET
 AI5421  PID         -  AI5421
 AI5421  STATE/COUNTY-  ND/MOUNTRAIL
 AI5421  USGS QUAD   -  PLAZA NW (1981)
 AI5421
 AI5421                         *CURRENT SURVEY CONTROL
 AI5421  ___________________________________________________________________
 AI5421* NAD 83(1986)-  48 08 20.     (N)    101 57 56.     (W)     SCALED    
 AI5421* NAVD 88     -       644.26   (meters)    2113.7    (feet)  RESET     
 AI5421  ___________________________________________________________________
 AI5421  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 AI5421
 AI5421  VERT ORDER  -  THIRD
 AI5421
 AI5421.The horizontal coordinates were scaled from a topographic map and have
 AI5421.an estimated accuracy of +/- 6 seconds.
 AI5421
 AI5421.The orthometric height was computed from unverified reset data.
 AI5421.No vertical observational check was made to the station.
 AI5421
 AI5421.The geoid height was determined by GEOID03.
 AI5421
 AI5421;                    North         East    Units  Estimated Accuracy
 AI5421;SPC ND N     -   127,660.      490,940.      MT  (+/- 180 meters Scaled)
 AI5421
 AI5421                          SUPERSEDED SURVEY CONTROL
 AI5421
 AI5421.No superseded survey control is available for this station.
 AI5421
 AI5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU793359(NAD 83)
 AI5421_MARKER: DB = BENCH MARK DISK
 AI5421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5421_STAMPING: J 253 RESET 1963
 AI5421_MARK LOGO: CGS   
 AI5421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5421+STABILITY: SURFACE MOTION
 AI5421
 AI5421  HISTORY     - Date     Condition        Report By
 AI5421  HISTORY     - 1999     MONUMENTED       USGS
 AI5421
 AI5421                          STATION DESCRIPTION
 AI5421
 AI5421'DESCRIBED BY US GEOLOGICAL SURVEY 1999 (DS)
 AI5421'8.5 MILES (13.7 KM) NORTH FROM PLAZA.  0.1 MILE (0.2 KM) NORTH ALONG A
 AI5421'PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL AT PLAZA.  THENCE 0.4
 AI5421'MILE (0.6 KM) WEST ALONG A GRAVELED COUNTY ROAD.  THENCE 8.0 MILES
 AI5421'(12.9 KM) NORTH ALONG A GRAVELED COUNTY ROAD, 73 FEET (22.3 M)
 AI5421'NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 53.5
 AI5421'FEET (16.3 M) NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 51.0 FEET
 AI5421'(15.5 M) WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 5.0 FEET (1.5
 AI5421'M) EAST OF NEWLY INSTALLED POWER POLE.  6 INCHES NORTH OF FIELD SIGN,
 AI5421'6 INCHES SOUTH OF 1ST POWER POLE WEST, 6 INCHES SOUTH OF 1ST POWER
 AI5421'POLE EAST. NOTE--THEY PULLED THE OLD DISK OUT AND REUSED IT FOR THE
 AI5421'RESET MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1212 ***********************************************************************
 TF1212  DESIGNATION -  J 254 RESET
 TF1212  PID         -  TF1212
 TF1212  STATE/COUNTY-  ND/WARD
 TF1212  USGS QUAD   -  CARPIO (1979)
 TF1212
 TF1212                         *CURRENT SURVEY CONTROL
 TF1212  ___________________________________________________________________
 TF1212* NAD 83(1986)-  48 23 13.     (N)    101 44 03.     (W)     SCALED    
 TF1212* NAVD 88     -       601.99   (+/-2cm)    1975.0    (feet)  VERTCON   
 TF1212  ___________________________________________________________________
 TF1212  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TF1212
 TF1212  VERT ORDER  -  THIRD (See Below)
 TF1212
 TF1212.The horizontal coordinates were scaled from a topographic map and have
 TF1212.an estimated accuracy of +/- 6 seconds.
 TF1212
 TF1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1212.The vertical order pertains to the NGVD 29 superseded value.
 TF1212
 TF1212.The geoid height was determined by GEOID03.
 TF1212
 TF1212;                    North         East    Units  Estimated Accuracy
 TF1212;SPC ND N     -   154,940.      508,600.      MT  (+/- 180 meters Scaled)
 TF1212
 TF1212                          SUPERSEDED SURVEY CONTROL
 TF1212
 TF1212  NGVD 29 (11/04/04)  601.59   (m)         1973.7    (f) RESET       3  
 TF1212
 TF1212.Superseded values are not recommended for survey control.
 TF1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1212.See file dsdata.txt to determine how the superseded data were derived.
 TF1212
 TF1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU975629(NAD 83)
 TF1212_MARKER: DB = BENCH MARK DISK
 TF1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1212_STAMPING: J 254 RESET 1966
 TF1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1212+STABILITY: SURFACE MOTION
 TF1212
 TF1212  HISTORY     - Date     Condition        Report By
 TF1212  HISTORY     - 1966     MONUMENTED       CGS
 TF1212
 TF1212                          STATION DESCRIPTION
 TF1212
 TF1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1212'4.5 MI S FROM CARPIO.
 TF1212'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1212'AT CARPIO, THENCE 4.25 MILES SOUTH ALONG STATE HIGHWAY 28, IN SECTION
 TF1212'36, R 86 W, T 157 N., IN THE SOUTHEAST ANGLE OF A CROSSROAD, 100 FEET
 TF1212'EAST OF THE CENTERLINE OF STATE HIGHWAY 28, 47 FEET SOUTH OF THE
 TF1212'CENTER OF A TRACK ROAD, 2.5 FEET WEST OF A POWERLINE POLE, 2 FEET
 TF1212'SOUTH OF A METAL WITNESS POST, AND IS SET IN THE TOP OF A ROUND
 TF1212'CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1248 ***********************************************************************
 TE1248  DESIGNATION -  J 255
 TE1248  PID         -  TE1248
 TE1248  STATE/COUNTY-  ND/BENSON
 TE1248  USGS QUAD   -  LEEDS (1980)
 TE1248
 TE1248                         *CURRENT SURVEY CONTROL
 TE1248  ___________________________________________________________________
 TE1248* NAD 83(1986)-  48 17 29.     (N)    099 26 25.     (W)     SCALED    
 TE1248* NAVD 88     -       461.332  (meters)    1513.55   (feet)  ADJUSTED  
 TE1248  ___________________________________________________________________
 TE1248  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 TE1248  DYNAMIC HT  -         461.415 (meters)    1513.83  (feet)  COMP
 TE1248  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 TE1248
 TE1248  VERT ORDER  -  FIRST     CLASS II
 TE1248
 TE1248.The horizontal coordinates were scaled from a topographic map and have
 TE1248.an estimated accuracy of +/- 6 seconds.
 TE1248
 TE1248.The orthometric height was determined by differential leveling
 TE1248.and adjusted by the National Geodetic Survey in June 1991..
 TE1248
 TE1248.The geoid height was determined by GEOID03.
 TE1248
 TE1248.The dynamic height is computed by dividing the NAVD 88
 TE1248.geopotential number by the normal gravity value computed on the
 TE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1248.degrees latitude (g = 980.6199 gals.).
 TE1248
 TE1248.The modeled gravity was interpolated from observed gravity values.
 TE1248
 TE1248;                    North         East    Units  Estimated Accuracy
 TE1248;SPC ND N     -   144,120.      678,630.      MT  (+/- 180 meters Scaled)
 TE1248
 TE1248                          SUPERSEDED SURVEY CONTROL
 TE1248
 TE1248  NGVD 29 (??/??/92)  460.966  (m)         1512.35   (f) ADJ UNCH    1 2
 TE1248
 TE1248.Superseded values are not recommended for survey control.
 TE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1248.See file dsdata.txt to determine how the superseded data were derived.
 TE1248
 TE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU673487(NAD 83)
 TE1248_MARKER: DB = BENCH MARK DISK
 TE1248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1248_SP_SET: CONCRETE BLOCK
 TE1248_STAMPING: J 255 1963
 TE1248_MARK LOGO: CGS   
 TE1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1248
 TE1248  HISTORY     - Date     Condition        Report By
 TE1248  HISTORY     - 1963     MONUMENTED       CGS
 TE1248  HISTORY     - 1964     GOOD             NGS
 TE1248  HISTORY     - 1982     GOOD             NGS
 TE1248
 TE1248                          STATION DESCRIPTION
 TE1248
 TE1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1248'IN LEEDS.
 TE1248'AT LEEDS, 263 FEET WEST OF THE NORTHWEST CORNER OF THE GREAT NORTHERN
 TE1248'RAILWAY STATION, SET IN THE TOP OF THE NORTHEAST CORNER OF A 6 X 6
 TE1248'FOOT CONCRETE BLOCK THAT WAS ONCE THE CENTER SUPPORT FOR THE NOW
 TE1248'ABANDONED RAILWAY WATER TANK, 88 FEET SOUTHEAST OF THE CENTER OF A
 TE1248'GRAVELED STREET CROSSING, 22.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 TE1248'MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 TE1248
 TE1248                          STATION RECOVERY (1964)
 TE1248
 TE1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1248'RECOVERED IN GOOD CONDITION.
 TE1248
 TE1248                          STATION RECOVERY (1982)
 TE1248
 TE1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1248'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1248'AT LEEDS, NORTH OF THE LEEDS GRAIN ELEVATOR AND STORAGE, SET IN THE
 TE1248'NORTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE BLOCK, ABOUT 200 FEET
 TE1248'SOUTH OF THE GRAIN ELEVATOR, 6.9 METERS (22.7 FT) SOUTH OF THE
 TE1248'SOUTHERNMOST RAIL OF RAILROAD TRACKS, AND 26.8 METERS (88.0 FT)
 TE1248'SOUTHEAST OF THE CENTER OF A NORTH-SOUTH ROAD.
 TE1248'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1248'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1231 ***********************************************************************
 TE1231  DESIGNATION -  J 256
 TE1231  PID         -  TE1231
 TE1231  STATE/COUNTY-  ND/BENSON
 TE1231  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1231
 TE1231                         *CURRENT SURVEY CONTROL
 TE1231  ___________________________________________________________________
 TE1231* NAD 83(1986)-  48 16 12.     (N)    099 12 02.     (W)     SCALED    
 TE1231* NAVD 88     -       444.618  (meters)    1458.72   (feet)  ADJUSTED  
 TE1231  ___________________________________________________________________
 TE1231  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 TE1231  DYNAMIC HT  -         444.698 (meters)    1458.98  (feet)  COMP
 TE1231  MODELED GRAV-     980,779.1   (mgal)                       NAVD 88
 TE1231
 TE1231  VERT ORDER  -  FIRST     CLASS II
 TE1231
 TE1231.The horizontal coordinates were scaled from a topographic map and have
 TE1231.an estimated accuracy of +/- 6 seconds.
 TE1231
 TE1231.The orthometric height was determined by differential leveling
 TE1231.and adjusted by the National Geodetic Survey in June 1991..
 TE1231
 TE1231.The geoid height was determined by GEOID03.
 TE1231
 TE1231.The dynamic height is computed by dividing the NAVD 88
 TE1231.geopotential number by the normal gravity value computed on the
 TE1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1231.degrees latitude (g = 980.6199 gals.).
 TE1231
 TE1231.The modeled gravity was interpolated from observed gravity values.
 TE1231
 TE1231;                    North         East    Units  Estimated Accuracy
 TE1231;SPC ND N     -   142,020.      696,450.      MT  (+/- 180 meters Scaled)
 TE1231
 TE1231                          SUPERSEDED SURVEY CONTROL
 TE1231
 TE1231  NGVD 29 (04/23/90)  444.249  (m)         1457.51   (f) ADJUSTED    1 2
 TE1231
 TE1231.Superseded values are not recommended for survey control.
 TE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1231.See file dsdata.txt to determine how the superseded data were derived.
 TE1231
 TE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU851463(NAD 83)
 TE1231_MARKER: DB = BENCH MARK DISK
 TE1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1231_STAMPING: J 256 1963
 TE1231_MARK LOGO: CGS   
 TE1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1231+STABILITY: SURFACE MOTION
 TE1231
 TE1231  HISTORY     - Date     Condition        Report By
 TE1231  HISTORY     - 1963     MONUMENTED       CGS
 TE1231  HISTORY     - 1982     GOOD             NGS
 TE1231
 TE1231                          STATION DESCRIPTION
 TE1231
 TE1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1231'IN CHURCHES FERRY.
 TE1231'ABOUT 0.3 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1231'AT CHURCHES FERRY, ABOUT 0.5 MILE EAST OF MILEPOST 105, 257 FEET
 TE1231'NORTHWEST OF THE CENTER OF THE CROSSING OF AN ASPHALT ROAD WHICH
 TE1231'FOLLOWS THE RAMSEY-BENSON COUNTY LINE, 196 FEET WEST OF THE CENTERLINE
 TE1231'OF THE ROAD, 147 FEET SOUTHWEST OF A WELL WITH A PUMP, 42.5 FEET NORTH
 TE1231'OF THE NORTH RAIL OF THE MAIN TRACK, 6.0 FEET EAST OF THE SECOND
 TE1231'TELEGRAPH POLE WEST OF THE ROAD, 1.9 FEET WEST OF A METAL WITNESS
 TE1231'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE1231'A CONCRETE POST PROJECTING 5 INCHES.
 TE1231
 TE1231                          STATION RECOVERY (1982)
 TE1231
 TE1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1231'RECOVERED THIS DATE, CHANGE GREAT NORTHERN TO BURLINGTON NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0667 ***********************************************************************
 TE0667  DESIGNATION -  J 257
 TE0667  PID         -  TE0667
 TE0667  STATE/COUNTY-  ND/RAMSEY
 TE0667  USGS QUAD   -  DOYON (1971)
 TE0667
 TE0667                         *CURRENT SURVEY CONTROL
 TE0667  ___________________________________________________________________
 TE0667* NAD 83(1986)-  48 03 18.     (N)    098 31 47.     (W)     SCALED    
 TE0667* NAVD 88     -       461.787  (meters)    1515.05   (feet)  ADJUSTED  
 TE0667  ___________________________________________________________________
 TE0667  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE0667  DYNAMIC HT  -         461.861 (meters)    1515.29  (feet)  COMP
 TE0667  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 TE0667
 TE0667  VERT ORDER  -  FIRST     CLASS II
 TE0667
 TE0667.The horizontal coordinates were scaled from a topographic map and have
 TE0667.an estimated accuracy of +/- 6 seconds.
 TE0667
 TE0667.The orthometric height was determined by differential leveling
 TE0667.and adjusted by the National Geodetic Survey in June 1991..
 TE0667
 TE0667.The geoid height was determined by GEOID03.
 TE0667
 TE0667.The dynamic height is computed by dividing the NAVD 88
 TE0667.geopotential number by the normal gravity value computed on the
 TE0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0667.degrees latitude (g = 980.6199 gals.).
 TE0667
 TE0667.The modeled gravity was interpolated from observed gravity values.
 TE0667
 TE0667;                    North         East    Units  Estimated Accuracy
 TE0667;SPC ND N     -   119,180.      746,850.      MT  (+/- 180 meters Scaled)
 TE0667
 TE0667                          SUPERSEDED SURVEY CONTROL
 TE0667
 TE0667  NGVD 29 (??/??/92)  461.405  (m)         1513.79   (f) ADJ UNCH    1 2
 TE0667
 TE0667.Superseded values are not recommended for survey control.
 TE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0667.See file dsdata.txt to determine how the superseded data were derived.
 TE0667
 TE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU350225(NAD 83)
 TE0667_MARKER: DB = BENCH MARK DISK
 TE0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0667_STAMPING: J 257 1963
 TE0667_MARK LOGO: CGS   
 TE0667_PROJECTION: FLUSH
 TE0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0667+STABILITY: SURFACE MOTION
 TE0667
 TE0667  HISTORY     - Date     Condition        Report By
 TE0667  HISTORY     - 1963     MONUMENTED       CGS
 TE0667  HISTORY     - 1982     GOOD             NGS
 TE0667
 TE0667                          STATION DESCRIPTION
 TE0667
 TE0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0667'4.6 MI W FROM BARTLETT.
 TE0667'ABOUT 4.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0667'AT BARTLETT, OR 5.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM
 TE0667'THE STATION AT CRARY, IN S 20, R 61 W, T 153 N, ABOUT 0.3 MILE EAST OF
 TE0667'THE STATION AT DOYTON, ABOUT 0.3 MILE WEST OF MILEPOST 69, 107 FEET
 TE0667'NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 92 FEET EAST OF
 TE0667'THE CENTERLINE OF THE ROAD, 67.2 FEET NORTH OF THE NORTH RAIL OF THE
 TE0667'MAIN TRACK, 4.0 FEET EAST OF A TELEGRAPH POLE AND IN LINE WITH A ROW
 TE0667'OF POLES, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0667'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0667
 TE0667                          STATION RECOVERY (1982)
 TE0667
 TE0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0667'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0667'15.15 KM (9.35 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE0667'COUNTY ROAD 1 IN LAKOTA, THENCE 0.5 KM (0.35 MI) NORTH ALONG A GRAVEL
 TE0667'ROAD TO THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD, ABOUT 0.5 KM
 TE0667'(0.3 MI) WEST OF RAILROAD MILEPOST 69, 32.6 METERS (107.0 FT)
 TE0667'NORTHEAST OF THE CENTER OF THE CROSSING, 28.0 METERS (92.0 FT) EAST OF
 TE0667'THE CENTER OF THE ROAD, 20.4 METERS (67.0 FT) NORTH OF THE NORTH RAIL
 TE0667'OF THE MAIN TRACK, AND 1.2 METERS (4.0 FT) EAST OF A TELEPHONE POLE.
 TE0667'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 TE0667'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0345 ***********************************************************************
 TE0345  DESIGNATION -  J 258
 TE0345  PID         -  TE0345
 TE0345  STATE/COUNTY-  ND/RAMSEY
 TE0345  USGS QUAD   -  BROCKET (1971)
 TE0345
 TE0345                         *CURRENT SURVEY CONTROL
 TE0345  ___________________________________________________________________
 TE0345* NAD 83(1986)-  48 12 33.     (N)    098 21 26.     (W)     SCALED    
 TE0345* NAVD 88     -       460.425  (meters)    1510.58   (feet)  ADJUSTED  
 TE0345  ___________________________________________________________________
 TE0345  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0345  DYNAMIC HT  -         460.508 (meters)    1510.85  (feet)  COMP
 TE0345  MODELED GRAV-     980,776.7   (mgal)                       NAVD 88
 TE0345
 TE0345  VERT ORDER  -  SECOND    CLASS 0
 TE0345
 TE0345.The horizontal coordinates were scaled from a topographic map and have
 TE0345.an estimated accuracy of +/- 6 seconds.
 TE0345
 TE0345.The orthometric height was determined by differential leveling
 TE0345.and adjusted by the National Geodetic Survey in June 1991..
 TE0345
 TE0345.The geoid height was determined by GEOID03.
 TE0345
 TE0345.The dynamic height is computed by dividing the NAVD 88
 TE0345.geopotential number by the normal gravity value computed on the
 TE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0345.degrees latitude (g = 980.6199 gals.).
 TE0345
 TE0345.The modeled gravity was interpolated from observed gravity values.
 TE0345
 TE0345;                    North         East    Units  Estimated Accuracy
 TE0345;SPC ND N     -   136,650.      759,230.      MT  (+/- 180 meters Scaled)
 TE0345
 TE0345                          SUPERSEDED SURVEY CONTROL
 TE0345
 TE0345  NGVD 29 (??/??/92)  460.050  (m)         1509.35   (f) ADJ UNCH    2 0
 TE0345
 TE0345.Superseded values are not recommended for survey control.
 TE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0345.See file dsdata.txt to determine how the superseded data were derived.
 TE0345
 TE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU477397(NAD 83)
 TE0345_MARKER: DB = BENCH MARK DISK
 TE0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0345_STAMPING: J 258 1963
 TE0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0345+STABILITY: SURFACE MOTION
 TE0345
 TE0345  HISTORY     - Date     Condition        Report By
 TE0345  HISTORY     - 1963     MONUMENTED       CGS
 TE0345
 TE0345                          STATION DESCRIPTION
 TE0345
 TE0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0345'0.3 MI S FROM BROCKET.
 TE0345'0.3 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0345'BROCKET, IN S 33, R 60 W, T 155 N, ABOUT 50 YARDS WEST OF THE TRACK,
 TE0345'90 FEET SOUTHWEST OF A GRAVELED ROAD INTERSECTION, 77.5 FEET SOUTH OF
 TE0345'THE CENTERLINE OF THE ROAD LEADING WEST, 47 FEET WEST OF THE
 TE0345'CENTERLINE OF THE ROAD LEADING SOUTH, 3.0 FEET EAST OF A POWER POLE
 TE0345'AND IN LINE WITH A ROW OF POLES, 1.4 FEET WEST OF A METAL WITNESS
 TE0345'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0345'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0930 ***********************************************************************
 TE0930  DESIGNATION -  J 259
 TE0930  PID         -  TE0930
 TE0930  STATE/COUNTY-  ND/RAMSEY
 TE0930  USGS QUAD   -  ALSEN SE (1970)
 TE0930
 TE0930                         *CURRENT SURVEY CONTROL
 TE0930  ___________________________________________________________________
 TE0930* NAD 83(1986)-  48 31 14.     (N)    098 37 22.     (W)     SCALED    
 TE0930* NAVD 88     -       475.456  (meters)    1559.89   (feet)  ADJUSTED  
 TE0930  ___________________________________________________________________
 TE0930  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0930  DYNAMIC HT  -         475.550 (meters)    1560.20  (feet)  COMP
 TE0930  MODELED GRAV-     980,793.0   (mgal)                       NAVD 88
 TE0930
 TE0930  VERT ORDER  -  SECOND    CLASS 0
 TE0930
 TE0930.The horizontal coordinates were scaled from a topographic map and have
 TE0930.an estimated accuracy of +/- 6 seconds.
 TE0930
 TE0930.The orthometric height was determined by differential leveling
 TE0930.and adjusted by the National Geodetic Survey in June 1991..
 TE0930
 TE0930.The geoid height was determined by GEOID03.
 TE0930
 TE0930.The dynamic height is computed by dividing the NAVD 88
 TE0930.geopotential number by the normal gravity value computed on the
 TE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0930.degrees latitude (g = 980.6199 gals.).
 TE0930
 TE0930.The modeled gravity was interpolated from observed gravity values.
 TE0930
 TE0930;                    North         East    Units  Estimated Accuracy
 TE0930;SPC ND N     -   170,750.      738,660.      MT  (+/- 180 meters Scaled)
 TE0930
 TE0930                          SUPERSEDED SURVEY CONTROL
 TE0930
 TE0930  NGVD 29 (??/??/92)  475.067  (m)         1558.62   (f) ADJ UNCH    2 0
 TE0930
 TE0930.Superseded values are not recommended for survey control.
 TE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0930.See file dsdata.txt to determine how the superseded data were derived.
 TE0930
 TE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU278742(NAD 83)
 TE0930_MARKER: DB = BENCH MARK DISK
 TE0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0930_STAMPING: J 259 1963
 TE0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0930+STABILITY: SURFACE MOTION
 TE0930
 TE0930  HISTORY     - Date     Condition        Report By
 TE0930  HISTORY     - 1963     MONUMENTED       CGS
 TE0930
 TE0930                          STATION DESCRIPTION
 TE0930
 TE0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0930'1.9 MI SE FROM HAMPDEN.
 TE0930'ABOUT 1.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0930'STATION AT HAMPDEN, IN S 10, R 62 W, T 158 N, ABOUT 0.2 MILE SOUTHEAST
 TE0930'OF MILEPOST 38, 173 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 TE0930'CROSSING, 84.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 47.2 FEET
 TE0930'NORTHEAST OF THE NORTHEAST RAIL, 3.0 FEET SOUTH OF A POWER POLE AND IN
 TE0930'LINE WITH A ROW OF POLES, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0930'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0930'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0081 ***********************************************************************
 RQ0081  DESIGNATION -  J 26
 RQ0081  PID         -  RQ0081
 RQ0081  STATE/COUNTY-  ND/DICKEY
 RQ0081  USGS QUAD   -  OAKES (1952)
 RQ0081
 RQ0081                         *CURRENT SURVEY CONTROL
 RQ0081  ___________________________________________________________________
 RQ0081* NAD 83(1986)-  46 07 53.     (N)    098 05 46.     (W)     SCALED    
 RQ0081* NAVD 88     -       401.982  (meters)    1318.84   (feet)  ADJUSTED  
 RQ0081  ___________________________________________________________________
 RQ0081  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RQ0081  DYNAMIC HT  -         401.973 (meters)    1318.81  (feet)  COMP
 RQ0081  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 RQ0081
 RQ0081  VERT ORDER  -  FIRST     CLASS II
 RQ0081
 RQ0081.The horizontal coordinates were scaled from a topographic map and have
 RQ0081.an estimated accuracy of +/- 6 seconds.
 RQ0081
 RQ0081.The orthometric height was determined by differential leveling
 RQ0081.and adjusted by the National Geodetic Survey in June 1991..
 RQ0081
 RQ0081.The geoid height was determined by GEOID03.
 RQ0081
 RQ0081.The dynamic height is computed by dividing the NAVD 88
 RQ0081.geopotential number by the normal gravity value computed on the
 RQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0081.degrees latitude (g = 980.6199 gals.).
 RQ0081
 RQ0081.The modeled gravity was interpolated from observed gravity values.
 RQ0081
 RQ0081;                    North         East    Units  Estimated Accuracy
 RQ0081;SPC ND S     -    54,500.      785,750.      MT  (+/- 180 meters Scaled)
 RQ0081
 RQ0081                          SUPERSEDED SURVEY CONTROL
 RQ0081
 RQ0081  NGVD 29 (??/??/92)  401.653  (m)         1317.76   (f) ADJ UNCH    1 2
 RQ0081
 RQ0081.Superseded values are not recommended for survey control.
 RQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0081.See file dsdata.txt to determine how the superseded data were derived.
 RQ0081
 RQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS698090(NAD 83)
 RQ0081_MARKER: DB = BENCH MARK DISK
 RQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0081_STAMPING: J 26 1934
 RQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0081+STABILITY: SURFACE MOTION
 RQ0081
 RQ0081  HISTORY     - Date     Condition        Report By
 RQ0081  HISTORY     - 1934     MONUMENTED       CGS
 RQ0081  HISTORY     - 1940     GOOD             USGS
 RQ0081
 RQ0081                          STATION DESCRIPTION
 RQ0081
 RQ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0081'IN OAKES.
 RQ0081'AT OAKES, DICKEY COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY, AT
 RQ0081'THE CROSSING OF THE GREAT NORTHERN RAILWAY, ABOUT 50 FEET NORTH OF THE
 RQ0081'CENTER LINE OF THE GREAT NORTHERN RAILWAY TRACK, 41 FEET WEST OF THE
 RQ0081'CENTER LINE OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK, AND ABOUT
 RQ0081'LEVEL WITH THE TRACKS.  A STANDARD DISK, STAMPED J 26 1934 AND SET IN
 RQ0081'THE TOP OF A CONCRETE POST.
 RQ0081
 RQ0081                          STATION RECOVERY (1940)
 RQ0081
 RQ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940
 RQ0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0672 ***********************************************************************
 TE0672  DESIGNATION -  J 260
 TE0672  PID         -  TE0672
 TE0672  STATE/COUNTY-  ND/RAMSEY
 TE0672  USGS QUAD   -  DOYON (1971)
 TE0672
 TE0672                         *CURRENT SURVEY CONTROL
 TE0672  ___________________________________________________________________
 TE0672* NAD 83(1986)-  48 02 28.     (N)    098 35 43.     (W)     SCALED    
 TE0672* NAVD 88     -       454.464  (meters)    1491.02   (feet)  ADJUSTED  
 TE0672  ___________________________________________________________________
 TE0672  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0672  DYNAMIC HT  -         454.535 (meters)    1491.25  (feet)  COMP
 TE0672  MODELED GRAV-     980,753.5   (mgal)                       NAVD 88
 TE0672
 TE0672  VERT ORDER  -  FIRST     CLASS II
 TE0672
 TE0672.The horizontal coordinates were scaled from a topographic map and have
 TE0672.an estimated accuracy of +/- 6 seconds.
 TE0672
 TE0672.The orthometric height was determined by differential leveling
 TE0672.and adjusted by the National Geodetic Survey in June 1991..
 TE0672
 TE0672.The geoid height was determined by GEOID03.
 TE0672
 TE0672.The dynamic height is computed by dividing the NAVD 88
 TE0672.geopotential number by the normal gravity value computed on the
 TE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0672.degrees latitude (g = 980.6199 gals.).
 TE0672
 TE0672.The modeled gravity was interpolated from observed gravity values.
 TE0672
 TE0672;                    North         East    Units  Estimated Accuracy
 TE0672;SPC ND N     -   117,510.      742,000.      MT  (+/- 180 meters Scaled)
 TE0672
 TE0672                          SUPERSEDED SURVEY CONTROL
 TE0672
 TE0672  NGVD 29 (??/??/92)  454.080  (m)         1489.76   (f) ADJ UNCH    1 2
 TE0672
 TE0672.Superseded values are not recommended for survey control.
 TE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0672.See file dsdata.txt to determine how the superseded data were derived.
 TE0672
 TE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU301209(NAD 83)
 TE0672_MARKER: DB = BENCH MARK DISK
 TE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0672_STAMPING: J 260 1963
 TE0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0672+STABILITY: SURFACE MOTION
 TE0672
 TE0672  HISTORY     - Date     Condition        Report By
 TE0672  HISTORY     - 1963     MONUMENTED       CGS
 TE0672
 TE0672                          STATION DESCRIPTION
 TE0672
 TE0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0672'3.5 MI SE FROM CRARY.
 TE0672'ABOUT 2.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0672'STATION AT CRARY, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, IN S
 TE0672'27, R 62 W, T 153 N, ABOUT 0.6 MILE SOUTH OF THE INTERSECTION OF U.S.
 TE0672'HIGHWAY 2, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF A DRIVEWAY LEADING
 TE0672'EAST TO A TWO-STORIED FARMHOUSE, 36.5 FEET WEST OF THE CENTERLINE OF
 TE0672'THE ROAD, 3.5 FEET SOUTH OF THE SECOND TELEPHONE POLE SOUTH OF A
 TE0672'DRIVEWAY LEADING WEST TO A CULTIVATED FIELD, IN LINE WITH A ROW OF
 TE0672'POLES, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0672'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0672'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0378 ***********************************************************************
 SL0378  DESIGNATION -  J 261
 SL0378  PID         -  SL0378
 SL0378  STATE/COUNTY-  ND/GRAND FORKS
 SL0378  USGS QUAD   -  KELLY (1963)
 SL0378
 SL0378                         *CURRENT SURVEY CONTROL
 SL0378  ___________________________________________________________________
 SL0378* NAD 83(1986)-  47 55 06.     (N)    097 08 43.     (W)     SCALED    
 SL0378* NAVD 88     -       257.037  (meters)     843.30   (feet)  ADJUSTED  
 SL0378  ___________________________________________________________________
 SL0378  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 SL0378  DYNAMIC HT  -         257.084 (meters)     843.45  (feet)  COMP
 SL0378  MODELED GRAV-     980,787.5   (mgal)                       NAVD 88
 SL0378
 SL0378  VERT ORDER  -  FIRST     CLASS II
 SL0378
 SL0378.The horizontal coordinates were scaled from a topographic map and have
 SL0378.an estimated accuracy of +/- 6 seconds.
 SL0378
 SL0378.The orthometric height was determined by differential leveling
 SL0378.and adjusted by the National Geodetic Survey in June 1991..
 SL0378
 SL0378.The geoid height was determined by GEOID03.
 SL0378
 SL0378.The dynamic height is computed by dividing the NAVD 88
 SL0378.geopotential number by the normal gravity value computed on the
 SL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0378.degrees latitude (g = 980.6199 gals.).
 SL0378
 SL0378.The modeled gravity was interpolated from observed gravity values.
 SL0378
 SL0378;                    North         East    Units  Estimated Accuracy
 SL0378;SPC ND N     -   107,560.      850,650.      MT  (+/- 180 meters Scaled)
 SL0378
 SL0378                          SUPERSEDED SURVEY CONTROL
 SL0378
 SL0378  NGVD 29 (??/??/92)  256.703  (m)          842.20   (f) ADJ UNCH    1 2
 SL0378
 SL0378.Superseded values are not recommended for survey control.
 SL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0378.See file dsdata.txt to determine how the superseded data were derived.
 SL0378
 SL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU385088(NAD 83)
 SL0378_MARKER: DB = BENCH MARK DISK
 SL0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0378_SP_SET: ABUTMENT
 SL0378_STAMPING: J 261 1963
 SL0378_MARK LOGO: CGS   
 SL0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0378
 SL0378  HISTORY     - Date     Condition        Report By
 SL0378  HISTORY     - 1963     MONUMENTED       CGS
 SL0378  HISTORY     - 1971     GOOD             NGS
 SL0378  HISTORY     - 1981     GOOD             NGS
 SL0378
 SL0378                          STATION DESCRIPTION
 SL0378
 SL0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0378'5.3 MI W FROM GRAND FORKS.
 SL0378'ABOUT 5.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0378'AT GRAND FORKS, IN S 2, R 51 W, T 151 N, SET IN THE TOP OF THE SOUTH
 SL0378'END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 1.9, 5.0 FEET
 SL0378'SOUTH OF THE SOUTH RAIL, 0.7 FOOT NORTH OF THE SOUTH EDGE OF THE
 SL0378'ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 SL0378
 SL0378                          STATION RECOVERY (1971)
 SL0378
 SL0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SL0378'RECOVERED IN GOOD CONDITION.
 SL0378
 SL0378                          STATION RECOVERY (1981)
 SL0378
 SL0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0378'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0378'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0415 ***********************************************************************
 SL0415  DESIGNATION -  J 262
 SL0415  PID         -  SL0415
 SL0415  STATE/COUNTY-  ND/GRAND FORKS
 SL0415  USGS QUAD   -  ARVILLA (1963)
 SL0415
 SL0415                         *CURRENT SURVEY CONTROL
 SL0415  ___________________________________________________________________
 SL0415* NAD 83(1986)-  47 55 09.     (N)    097 25 42.     (W)     SCALED    
 SL0415* NAVD 88     -       286.228  (meters)     939.07   (feet)  ADJUSTED  
 SL0415  ___________________________________________________________________
 SL0415  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 SL0415  DYNAMIC HT  -         286.276 (meters)     939.22  (feet)  COMP
 SL0415  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 SL0415
 SL0415  VERT ORDER  -  FIRST     CLASS II
 SL0415
 SL0415.The horizontal coordinates were scaled from a topographic map and have
 SL0415.an estimated accuracy of +/- 6 seconds.
 SL0415
 SL0415.The orthometric height was determined by differential leveling
 SL0415.and adjusted by the National Geodetic Survey in June 1991..
 SL0415
 SL0415.The geoid height was determined by GEOID03.
 SL0415
 SL0415.The dynamic height is computed by dividing the NAVD 88
 SL0415.geopotential number by the normal gravity value computed on the
 SL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0415.degrees latitude (g = 980.6199 gals.).
 SL0415
 SL0415.The modeled gravity was interpolated from observed gravity values.
 SL0415
 SL0415;                    North         East    Units  Estimated Accuracy
 SL0415;SPC ND N     -   106,770.      829,510.      MT  (+/- 180 meters Scaled)
 SL0415
 SL0415                          SUPERSEDED SURVEY CONTROL
 SL0415
 SL0415  NGVD 29 (??/??/92)  285.878  (m)          937.92   (f) ADJ UNCH    1 2
 SL0415
 SL0415.Superseded values are not recommended for survey control.
 SL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0415.See file dsdata.txt to determine how the superseded data were derived.
 SL0415
 SL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU174085(NAD 83)
 SL0415_MARKER: DB = BENCH MARK DISK
 SL0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0415_STAMPING: J 262 1963
 SL0415_MARK LOGO: CGS   
 SL0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0415+STABILITY: SURFACE MOTION
 SL0415
 SL0415  HISTORY     - Date     Condition        Report By
 SL0415  HISTORY     - 1963     MONUMENTED       CGS
 SL0415  HISTORY     - 1981     GOOD             NGS
 SL0415
 SL0415                          STATION DESCRIPTION
 SL0415
 SL0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0415'2.75 MI W FROM EMERADO.
 SL0415'ABOUT 2.75 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0415'STATION AT EMERADO, IN S 3, R 53 W, T 151 N, 1 POLE EAST OF A ROAD
 SL0415'CROSSING, 40.5 FEET NORTH OF THE NORTH RAIL, 6.0 FEET WEST OF MILEPOLE
 SL0415'15, 5.0 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 1.5 FEET EAST OF A METAL
 SL0415'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 SL0415'CONCRETE POST PROJECTING 0.5 FOOT.
 SL0415
 SL0415                          STATION RECOVERY (1981)
 SL0415
 SL0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0415'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0415'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0825 ***********************************************************************
 SL0825  DESIGNATION -  J 263
 SL0825  PID         -  SL0825
 SL0825  STATE/COUNTY-  ND/GRAND FORKS
 SL0825  USGS QUAD   -  NIAGARA (1963)
 SL0825
 SL0825                         *CURRENT SURVEY CONTROL
 SL0825  ___________________________________________________________________
 SL0825* NAD 83(1986)-  47 59 15.     (N)    097 47 51.     (W)     SCALED    
 SL0825* NAVD 88     -       404.250  (meters)    1326.28   (feet)  ADJUSTED  
 SL0825  ___________________________________________________________________
 SL0825  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 SL0825  DYNAMIC HT  -         404.317 (meters)    1326.50  (feet)  COMP
 SL0825  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 SL0825
 SL0825  VERT ORDER  -  FIRST     CLASS II
 SL0825
 SL0825.The horizontal coordinates were scaled from a topographic map and have
 SL0825.an estimated accuracy of +/- 6 seconds.
 SL0825
 SL0825.The orthometric height was determined by differential leveling
 SL0825.and adjusted by the National Geodetic Survey in June 1991..
 SL0825.WARNING-Repeat measurements at this control monument indicate possible
 SL0825.vertical movement.
 SL0825
 SL0825.The geoid height was determined by GEOID03.
 SL0825
 SL0825.The dynamic height is computed by dividing the NAVD 88
 SL0825.geopotential number by the normal gravity value computed on the
 SL0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0825.degrees latitude (g = 980.6199 gals.).
 SL0825
 SL0825.The modeled gravity was interpolated from observed gravity values.
 SL0825
 SL0825;                    North         East    Units  Estimated Accuracy
 SL0825;SPC ND N     -   113,330.      801,670.      MT  (+/- 180 meters Scaled)
 SL0825
 SL0825                          SUPERSEDED SURVEY CONTROL
 SL0825
 SL0825  NGVD 29 (??/??/92)  403.862  (m)         1325.00   (f) ADJ UNCH    1 2
 SL0825
 SL0825.Superseded values are not recommended for survey control.
 SL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0825.See file dsdata.txt to determine how the superseded data were derived.
 SL0825
 SL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU897156(NAD 83)
 SL0825_MARKER: DB = BENCH MARK DISK
 SL0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0825_STAMPING: J 263 1963
 SL0825_MARK LOGO: CGS   
 SL0825_PROJECTION: PROJECTING 15 CENTIMETERS
 SL0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0825+STABILITY: SURFACE MOTION
 SL0825
 SL0825  HISTORY     - Date     Condition        Report By
 SL0825  HISTORY     - 1963     MONUMENTED       CGS
 SL0825  HISTORY     - 1982     GOOD             NGS
 SL0825  HISTORY     - 1983     GOOD             LOCSUR
 SL0825
 SL0825                          STATION DESCRIPTION
 SL0825
 SL0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0825'3.3 MI E FROM NIAGARA.
 SL0825'ABOUT 3.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0825'AT NIAGARA, IN S 15, R 56 W, T 152 N, 40.5 FEET NORTHEAST OF THE
 SL0825'NORTHEAST RAIL, 29.5 FEET NORTHEAST OF MILEPOST 35, 6.0 FEET SOUTH OF
 SL0825'THE MORE NORTHEASTERLY OF TWO TELEGRAPH POLES, 6.0 FEET EAST OF THE
 SL0825'MORE SOUTHWESTERLY OF TWO TELEGRAPH POLES, 1.5 FEET NORTHWEST OF A
 SL0825'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 SL0825'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0825
 SL0825                          STATION RECOVERY (1982)
 SL0825
 SL0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0825'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0825'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL0825'COUNTY ROAD 4 IN LARIMORE TO THE JUNCTION OF U.S. HIGHWAY 2, THENCE
 SL0825'15.0 KM (9.35 MI) WEST ALONG U.S. HIGHWAY 2, 97.5 METERS (320.0 FT)
 SL0825'NORTHWEST OF THE CENTER OF A TRACK ROAD, 48.7 METERS (160.0 FT)
 SL0825'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 SL0825'12.2 METERS (40.5 FT) NORTHEAST OF THE NORTHEAST RAIL, 9.0 METERS
 SL0825'(29.5 FT) NORTHEAST OF MILEPOST NUMBER 35, AND 1.8 METERS (6.0 FT)
 SL0825'SOUTH OF THE MOST NORTHEASTERLY OF TWO TELEGRAPH POLES.
 SL0825'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 SL0825'THE MARK IS 1.2 M BELOW TRACK.
 SL0825
 SL0825                          STATION RECOVERY (1983)
 SL0825
 SL0825'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SL0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0389 ***********************************************************************
 TE0389  DESIGNATION -  J 264
 TE0389  PID         -  TE0389
 TE0389  STATE/COUNTY-  ND/NELSON
 TE0389  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0389
 TE0389                         *CURRENT SURVEY CONTROL
 TE0389  ___________________________________________________________________
 TE0389* NAD 83(1986)-  48 01 46.     (N)    098 12 22.     (W)     SCALED    
 TE0389* NAVD 88     -       465.495  (meters)    1527.21   (feet)  ADJUSTED  
 TE0389  ___________________________________________________________________
 TE0389  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 TE0389  DYNAMIC HT  -         465.572 (meters)    1527.46  (feet)  COMP
 TE0389  MODELED GRAV-     980,762.7   (mgal)                       NAVD 88
 TE0389
 TE0389  VERT ORDER  -  FIRST     CLASS II
 TE0389
 TE0389.The horizontal coordinates were scaled from a topographic map and have
 TE0389.an estimated accuracy of +/- 6 seconds.
 TE0389
 TE0389.The orthometric height was determined by differential leveling
 TE0389.and adjusted by the National Geodetic Survey in June 1991..
 TE0389
 TE0389.The geoid height was determined by GEOID03.
 TE0389
 TE0389.The dynamic height is computed by dividing the NAVD 88
 TE0389.geopotential number by the normal gravity value computed on the
 TE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0389.degrees latitude (g = 980.6199 gals.).
 TE0389
 TE0389.The modeled gravity was interpolated from observed gravity values.
 TE0389
 TE0389;                    North         East    Units  Estimated Accuracy
 TE0389;SPC ND N     -   117,000.      771,050.      MT  (+/- 180 meters Scaled)
 TE0389
 TE0389                          SUPERSEDED SURVEY CONTROL
 TE0389
 TE0389  NGVD 29 (??/??/92)  465.114  (m)         1525.96   (f) ADJ UNCH    1 2
 TE0389
 TE0389.Superseded values are not recommended for survey control.
 TE0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0389.See file dsdata.txt to determine how the superseded data were derived.
 TE0389
 TE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU591198(NAD 83)
 TE0389_MARKER: DB = BENCH MARK DISK
 TE0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0389_STAMPING: J 264 1963
 TE0389_MARK LOGO: CGS   
 TE0389_PROJECTION: PROJECTING 6 CENTIMETERS
 TE0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0389+STABILITY: SURFACE MOTION
 TE0389
 TE0389  HISTORY     - Date     Condition        Report By
 TE0389  HISTORY     - 1963     MONUMENTED       CGS
 TE0389  HISTORY     - 1982     GOOD             NGS
 TE0389
 TE0389                          STATION DESCRIPTION
 TE0389
 TE0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0389'0.8 MI E FROM MAPES.
 TE0389'ABOUT 0.8 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0389'AT MAPES, IN S 34, R 59 W, T 153 N, ABOUT 0.2 MILE WEST OF MILEPOST
 TE0389'54, 93 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 65 FEET WEST
 TE0389'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 57.5 FEET NORTH OF THE
 TE0389'NORTH RAIL, 7.0 FEET WEST OF A TELEGRAPH POLE, 1.5 FEET EAST OF A
 TE0389'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TE0389'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- THIS MARK
 TE0389'CAN ALSO BE REACHED BY GOING 3.95 MILES WEST ALONG THE GREAT NORTHERN
 TE0389'RAILWAY FROM THE STATION AT MICHIGAN.
 TE0389
 TE0389                          STATION RECOVERY (1982)
 TE0389
 TE0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0389'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0389'16.1 KM (10.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE0389'COUNTY ROAD 5 IN PETERSBURG, THENCE 0.9 KM (0.55 MI) NORTH ALONG A
 TE0389'GRAVEL ROAD TO THE BURLINGTON NORTHERN RAILROAD CROSSING AND ALSO
 TE0389'10.2 KM (6.35 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE0389'HIGHWAY 1 IN LAKOTA, THENCE 1.0 KM (0.6 MI) NORTH ALONG A GRAVEL ROAD
 TE0389'TO THE BURLINGTON NORTHERN RAILROAD CROSSING, 28.3 METERS (93.0 FT)
 TE0389'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 19.8 METERS (65.0 FT) WEST
 TE0389'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 17.5 METERS (57.5 FT) NORTH
 TE0389'OF THE NORTH RAIL, AND 2.1 METERS (7.0 FT) WEST OF A TELEPHONE POLE.
 TE0389'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 TE0389'THE MARK IS 1.8 M BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0611 ***********************************************************************
 TE0611  DESIGNATION -  J 265
 TE0611  PID         -  TE0611
 TE0611  STATE/COUNTY-  ND/NELSON
 TE0611  USGS QUAD   -  PELTO (1971)
 TE0611
 TE0611                         *CURRENT SURVEY CONTROL
 TE0611  ___________________________________________________________________
 TE0611* NAD 83(1986)-  48 10 49.     (N)    098 13 39.     (W)     SCALED    
 TE0611* NAVD 88     -       465.208  (meters)    1526.27   (feet)  ADJUSTED  
 TE0611  ___________________________________________________________________
 TE0611  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 TE0611  DYNAMIC HT  -         465.288 (meters)    1526.53  (feet)  COMP
 TE0611  MODELED GRAV-     980,768.1   (mgal)                       NAVD 88
 TE0611
 TE0611  VERT ORDER  -  SECOND    CLASS 0
 TE0611
 TE0611.The horizontal coordinates were scaled from a topographic map and have
 TE0611.an estimated accuracy of +/- 6 seconds.
 TE0611
 TE0611.The orthometric height was determined by differential leveling
 TE0611.and adjusted by the National Geodetic Survey in June 1991..
 TE0611
 TE0611.The geoid height was determined by GEOID03.
 TE0611
 TE0611.The dynamic height is computed by dividing the NAVD 88
 TE0611.geopotential number by the normal gravity value computed on the
 TE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0611.degrees latitude (g = 980.6199 gals.).
 TE0611
 TE0611.The modeled gravity was interpolated from observed gravity values.
 TE0611
 TE0611;                    North         East    Units  Estimated Accuracy
 TE0611;SPC ND N     -   133,720.      768,960.      MT  (+/- 180 meters Scaled)
 TE0611
 TE0611                          SUPERSEDED SURVEY CONTROL
 TE0611
 TE0611  NGVD 29 (??/??/92)  464.829  (m)         1525.03   (f) ADJ UNCH    2 0
 TE0611
 TE0611.Superseded values are not recommended for survey control.
 TE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0611.See file dsdata.txt to determine how the superseded data were derived.
 TE0611
 TE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU574366(NAD 83)
 TE0611_MARKER: DB = BENCH MARK DISK
 TE0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0611_STAMPING: J 265 1963
 TE0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0611+STABILITY: SURFACE MOTION
 TE0611
 TE0611  HISTORY     - Date     Condition        Report By
 TE0611  HISTORY     - 1963     MONUMENTED       CGS
 TE0611
 TE0611                          STATION DESCRIPTION
 TE0611
 TE0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0611'1.5 MI N FROM PELTO.
 TE0611'ABOUT 1.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0611'CROSSING AT PELTO, IN S 4, R 59 W, T 154 N, 85.5 FEET NORTHWEST OF THE
 TE0611'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 62 FEET WEST OF THE
 TE0611'CENTERLINE OF THE NORTH-SOUTH ROAD, 60 FEET NORTH OF THE CENTERLINE OF
 TE0611'THE EAST-WEST ROAD, 2.5 FEET SOUTHWEST OF A POWER POLE BEARING A SMALL
 TE0611'TRANSFORMER, 1.5 FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A
 TE0611'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 TE0611'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0467 ***********************************************************************
 TE0467  DESIGNATION -  J 266
 TE0467  PID         -  TE0467
 TE0467  STATE/COUNTY-  ND/WALSH
 TE0467  USGS QUAD   -  ADAMS SW (1972)
 TE0467
 TE0467                         *CURRENT SURVEY CONTROL
 TE0467  ___________________________________________________________________
 TE0467* NAD 83(1986)-  48 20 25.     (N)    098 13 40.     (W)     SCALED    
 TE0467* NAVD 88     -       472.795  (meters)    1551.16   (feet)  ADJUSTED  
 TE0467  ___________________________________________________________________
 TE0467  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 TE0467  DYNAMIC HT  -         472.887 (meters)    1551.46  (feet)  COMP
 TE0467  MODELED GRAV-     980,792.1   (mgal)                       NAVD 88
 TE0467
 TE0467  VERT ORDER  -  SECOND    CLASS 0
 TE0467
 TE0467.The horizontal coordinates were scaled from a topographic map and have
 TE0467.an estimated accuracy of +/- 6 seconds.
 TE0467
 TE0467.The orthometric height was determined by differential leveling
 TE0467.and adjusted by the National Geodetic Survey in June 1991..
 TE0467
 TE0467.The geoid height was determined by GEOID03.
 TE0467
 TE0467.The dynamic height is computed by dividing the NAVD 88
 TE0467.geopotential number by the normal gravity value computed on the
 TE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0467.degrees latitude (g = 980.6199 gals.).
 TE0467
 TE0467.The modeled gravity was interpolated from observed gravity values.
 TE0467
 TE0467;                    North         East    Units  Estimated Accuracy
 TE0467;SPC ND N     -   151,500.      768,410.      MT  (+/- 180 meters Scaled)
 TE0467
 TE0467                          SUPERSEDED SURVEY CONTROL
 TE0467
 TE0467  NGVD 29 (??/??/92)  472.421  (m)         1549.93   (f) ADJ UNCH    2 0
 TE0467
 TE0467.Superseded values are not recommended for survey control.
 TE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0467.See file dsdata.txt to determine how the superseded data were derived.
 TE0467
 TE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU572544(NAD 83)
 TE0467_MARKER: DB = BENCH MARK DISK
 TE0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0467_STAMPING: J 266 1963
 TE0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0467+STABILITY: SURFACE MOTION
 TE0467
 TE0467  HISTORY     - Date     Condition        Report By
 TE0467  HISTORY     - 1963     MONUMENTED       CGS
 TE0467
 TE0467                          STATION DESCRIPTION
 TE0467
 TE0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0467'10.2 MI S FROM FAIRDALE.
 TE0467'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0467'AT FAIRDALE, THENCE 5.0 MILES SOUTH ALONG GRAVELED COUNTY ROAD 22, IN
 TE0467'S 9, R 59 W, T 156 N, 71 FEET NORTHWEST OF THE CENTER OF THE
 TE0467'INTERSECTION OF A TRACK ROAD, 62 FEET WEST OF THE CENTERLINE OF THE
 TE0467'NORTH-SOUTH ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD,
 TE0467'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0467'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TE0467'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0639 ***********************************************************************
 TE0639  DESIGNATION -  J 267 RESET
 TE0639  PID         -  TE0639
 TE0639  STATE/COUNTY-  ND/NELSON
 TE0639  USGS QUAD   -  WHITMAN (1971)
 TE0639
 TE0639                         *CURRENT SURVEY CONTROL
 TE0639  ___________________________________________________________________
 TE0639* NAD 83(1986)-  48 10 48.     (N)    098 07 11.     (W)     SCALED    
 TE0639* NAVD 88     -       468.59   (+/-2cm)    1537.4    (feet)  VERTCON   
 TE0639  ___________________________________________________________________
 TE0639  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 TE0639
 TE0639  VERT ORDER  -  THIRD (See Below)
 TE0639
 TE0639.The horizontal coordinates were scaled from a topographic map and have
 TE0639.an estimated accuracy of +/- 6 seconds.
 TE0639
 TE0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0639.The vertical order pertains to the NGVD 29 superseded value.
 TE0639
 TE0639.The geoid height was determined by GEOID03.
 TE0639
 TE0639;                    North         East    Units  Estimated Accuracy
 TE0639;SPC ND N     -   133,930.      776,970.      MT  (+/- 180 meters Scaled)
 TE0639
 TE0639                          SUPERSEDED SURVEY CONTROL
 TE0639
 TE0639  NGVD 29 (??/??/??)  468.21   (m)         1536.1    (f) RESET       3  
 TE0639
 TE0639.Superseded values are not recommended for survey control.
 TE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0639.See file dsdata.txt to determine how the superseded data were derived.
 TE0639
 TE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU654366(NAD 83)
 TE0639_MARKER: DB = BENCH MARK DISK
 TE0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0639_STAMPING: J 267 RESET 1968
 TE0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0639+STABILITY: SURFACE MOTION
 TE0639
 TE0639  HISTORY     - Date     Condition        Report By
 TE0639  HISTORY     - 1968     MONUMENTED       CGS
 TE0639
 TE0639                          STATION DESCRIPTION
 TE0639
 TE0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TE0639'1.6 MI N FROM WHITMAN.
 TE0639'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0639'WHITMAN, THENCE 1.5 MILES NORTH ALONG STATE HIGHWAY 35, IN S 8, R 58
 TE0639'W, T 154 N, IN THE SOUTHWEST ANGLE OF A CROSSROAD, 127 FEET WEST OF
 TE0639'THE CENTER OF STATE HIGHWAY 35, 80 FEET SOUTH OF THE CENTER OF AN
 TE0639'EAST-WEST GRAVELED ROAD, 2 FEET EAST OF A POWERLINE POLE, 1.5 FEET
 TE0639'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 TE0639'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0594 ***********************************************************************
 TD0594  DESIGNATION -  J 268
 TD0594  PID         -  TD0594
 TD0594  STATE/COUNTY-  ND/NELSON
 TD0594  USGS QUAD   -  FORDVILLE SW (1971)
 TD0594
 TD0594                         *CURRENT SURVEY CONTROL
 TD0594  ___________________________________________________________________
 TD0594* NAD 83(1986)-  48 06 28.     (N)    097 59 25.     (W)     SCALED    
 TD0594* NAVD 88     -       462.469  (meters)    1517.28   (feet)  ADJUSTED  
 TD0594  ___________________________________________________________________
 TD0594  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 TD0594  DYNAMIC HT  -         462.546 (meters)    1517.54  (feet)  COMP
 TD0594  MODELED GRAV-     980,762.0   (mgal)                       NAVD 88
 TD0594
 TD0594  VERT ORDER  -  SECOND    CLASS 0
 TD0594
 TD0594.The horizontal coordinates were scaled from a topographic map and have
 TD0594.an estimated accuracy of +/- 6 seconds.
 TD0594
 TD0594.The orthometric height was determined by differential leveling
 TD0594.and adjusted by the National Geodetic Survey in June 1991..
 TD0594
 TD0594.The geoid height was determined by GEOID03.
 TD0594
 TD0594.The dynamic height is computed by dividing the NAVD 88
 TD0594.geopotential number by the normal gravity value computed on the
 TD0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0594.degrees latitude (g = 980.6199 gals.).
 TD0594
 TD0594.The modeled gravity was interpolated from observed gravity values.
 TD0594
 TD0594;                    North         East    Units  Estimated Accuracy
 TD0594;SPC ND N     -   126,210.      786,850.      MT  (+/- 180 meters Scaled)
 TD0594
 TD0594                          SUPERSEDED SURVEY CONTROL
 TD0594
 TD0594  NGVD 29 (??/??/92)  462.092  (m)         1516.05   (f) ADJ UNCH    2 0
 TD0594
 TD0594.Superseded values are not recommended for survey control.
 TD0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0594.See file dsdata.txt to determine how the superseded data were derived.
 TD0594
 TD0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU751287(NAD 83)
 TD0594_MARKER: DB = BENCH MARK DISK
 TD0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0594_STAMPING: J 268 1963
 TD0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0594+STABILITY: SURFACE MOTION
 TD0594
 TD0594  HISTORY     - Date     Condition        Report By
 TD0594  HISTORY     - 1963     MONUMENTED       CGS
 TD0594  HISTORY     - 1968     GOOD             USAF
 TD0594
 TD0594                          STATION DESCRIPTION
 TD0594
 TD0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0594'6.4 MI SW FROM DAHLEN.
 TD0594'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0594'DAHLEN, THENCE 3.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 32,
 TD0594'R 57 W, T 154 N, 73 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF
 TD0594'A ROAD LEADING EAST, 58 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 TD0594'ROAD, 41 FEET NORTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 TD0594'EAST, 4.5 FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 1.5 FEET
 TD0594'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD0594'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TD0594'FOOT.  NOTE-- POLE HAS BEEN REMOVED.
 TD0594
 TD0594                          STATION RECOVERY (1968)
 TD0594
 TD0594'RECOVERY NOTE BY US AIR FORCE 1968
 TD0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0515 ***********************************************************************
 TD0515  DESIGNATION -  J 269
 TD0515  PID         -  TD0515
 TD0515  STATE/COUNTY-  ND/GRAND FORKS
 TD0515  USGS QUAD   -  FORDVILLE SE (1963)
 TD0515
 TD0515                         *CURRENT SURVEY CONTROL
 TD0515  ___________________________________________________________________
 TD0515* NAD 83(1986)-  48 07 20.     (N)    097 49 02.     (W)     SCALED    
 TD0515* NAVD 88     -       365.417  (meters)    1198.87   (feet)  ADJUSTED  
 TD0515  ___________________________________________________________________
 TD0515  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 TD0515  DYNAMIC HT  -         365.484 (meters)    1199.09  (feet)  COMP
 TD0515  MODELED GRAV-     980,784.3   (mgal)                       NAVD 88
 TD0515
 TD0515  VERT ORDER  -  SECOND    CLASS 0
 TD0515
 TD0515.The horizontal coordinates were scaled from a topographic map and have
 TD0515.an estimated accuracy of +/- 6 seconds.
 TD0515
 TD0515.The orthometric height was determined by differential leveling
 TD0515.and adjusted by the National Geodetic Survey in June 1991..
 TD0515
 TD0515.The geoid height was determined by GEOID03.
 TD0515
 TD0515.The dynamic height is computed by dividing the NAVD 88
 TD0515.geopotential number by the normal gravity value computed on the
 TD0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0515.degrees latitude (g = 980.6199 gals.).
 TD0515
 TD0515.The modeled gravity was interpolated from observed gravity values.
 TD0515
 TD0515;                    North         East    Units  Estimated Accuracy
 TD0515;SPC ND N     -   128,250.      799,680.      MT  (+/- 180 meters Scaled)
 TD0515
 TD0515                          SUPERSEDED SURVEY CONTROL
 TD0515
 TD0515  NGVD 29 (??/??/92)  365.064  (m)         1197.71   (f) ADJ UNCH    2 0
 TD0515
 TD0515.Superseded values are not recommended for survey control.
 TD0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0515.See file dsdata.txt to determine how the superseded data were derived.
 TD0515
 TD0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU880305(NAD 83)
 TD0515_MARKER: DB = BENCH MARK DISK
 TD0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0515_STAMPING: J 269 1963
 TD0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0515+STABILITY: SURFACE MOTION
 TD0515
 TD0515  HISTORY     - Date     Condition        Report By
 TD0515  HISTORY     - 1963     MONUMENTED       CGS
 TD0515  HISTORY     - 1964     GOOD             NGS
 TD0515  HISTORY     - 1983     GOOD             LOCSUR
 TD0515
 TD0515                          STATION DESCRIPTION
 TD0515
 TD0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0515'7.6 MI SE FROM DAHLEN.
 TD0515'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0515'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0515'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 2.0 MILES SOUTH ALONG
 TD0515'STATE HIGHWAY 32, THENCE 2.0 MILES EAST ALONG A COUNTY ROAD, IN S 34,
 TD0515'R 56 W, T 154 N, 98 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 TD0515'OF A TRACK ROAD, 84 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 48
 TD0515'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1.5 FEET NORTH OF
 TD0515'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE EASTWEST
 TD0515'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 TD0515
 TD0515                          STATION RECOVERY (1983)
 TD0515
 TD0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0032 ***********************************************************************
 RQ0032  DESIGNATION -  J 27
 RQ0032  PID         -  RQ0032
 RQ0032  STATE/COUNTY-  ND/LA MOURE
 RQ0032  USGS QUAD   -  DICKEY (1952)
 RQ0032
 RQ0032                         *CURRENT SURVEY CONTROL
 RQ0032  ___________________________________________________________________
 RQ0032* NAD 83(1986)-  46 31 48.     (N)    098 27 38.     (W)     SCALED    
 RQ0032* NAVD 88     -       412.477  (meters)    1353.27   (feet)  ADJUSTED  
 RQ0032  ___________________________________________________________________
 RQ0032  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 RQ0032  DYNAMIC HT  -         412.481 (meters)    1353.28  (feet)  COMP
 RQ0032  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RQ0032
 RQ0032  VERT ORDER  -  FIRST     CLASS II
 RQ0032
 RQ0032.The horizontal coordinates were scaled from a topographic map and have
 RQ0032.an estimated accuracy of +/- 6 seconds.
 RQ0032
 RQ0032.The orthometric height was determined by differential leveling
 RQ0032.and adjusted by the National Geodetic Survey in June 1991..
 RQ0032
 RQ0032.The geoid height was determined by GEOID03.
 RQ0032
 RQ0032.The dynamic height is computed by dividing the NAVD 88
 RQ0032.geopotential number by the normal gravity value computed on the
 RQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0032.degrees latitude (g = 980.6199 gals.).
 RQ0032
 RQ0032.The modeled gravity was interpolated from observed gravity values.
 RQ0032
 RQ0032;                    North         East    Units  Estimated Accuracy
 RQ0032;SPC ND S     -    98,000.      756,440.      MT  (+/- 180 meters Scaled)
 RQ0032
 RQ0032                          SUPERSEDED SURVEY CONTROL
 RQ0032
 RQ0032  NGVD 29 (??/??/92)  412.123  (m)         1352.11   (f) ADJ UNCH    1 2
 RQ0032
 RQ0032.Superseded values are not recommended for survey control.
 RQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0032.See file dsdata.txt to determine how the superseded data were derived.
 RQ0032
 RQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS413530(NAD 83)
 RQ0032_MARKER: DB = BENCH MARK DISK
 RQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0032_STAMPING: J-27 1934
 RQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0032+STABILITY: SURFACE MOTION
 RQ0032
 RQ0032  HISTORY     - Date     Condition        Report By
 RQ0032  HISTORY     - 1934     MONUMENTED       CGS
 RQ0032
 RQ0032                          STATION DESCRIPTION
 RQ0032
 RQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0032'0.5 MI SE FROM DICKEY.
 RQ0032'0.5 MILES SOUTHEAST OF DEPOT AT ALONG THE NORTHERN PACIFIC RAILROAD,
 RQ0032'AT ROAD CROSSING.  11 POLES SOUTHEAST OF MILEPOLE NO. 33.  SET IN
 RQ0032'POST, 45 FEET SOUTHWEST OF CENTERLINE OF THE TRACKS, 36 FEET SOUTHEAST
 RQ0032'OF CENTERLINE OF ROAD AND 4 FEET SOUTHEAST OF POLE.  ABOUT LEVEL WITH
 RQ0032'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0502 ***********************************************************************
 TD0502  DESIGNATION -  J 270
 TD0502  PID         -  TD0502
 TD0502  STATE/COUNTY-  ND/GRAND FORKS
 TD0502  USGS QUAD   -  INKSTER (1963)
 TD0502
 TD0502                         *CURRENT SURVEY CONTROL
 TD0502  ___________________________________________________________________
 TD0502* NAD 83(1986)-  48 08 13.     (N)    097 38 37.     (W)     SCALED    
 TD0502* NAVD 88     -       314.036  (meters)    1030.30   (feet)  ADJUSTED  
 TD0502  ___________________________________________________________________
 TD0502  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0502  DYNAMIC HT  -         314.097 (meters)    1030.50  (feet)  COMP
 TD0502  MODELED GRAV-     980,797.3   (mgal)                       NAVD 88
 TD0502
 TD0502  VERT ORDER  -  SECOND    CLASS 0
 TD0502
 TD0502.The horizontal coordinates were scaled from a topographic map and have
 TD0502.an estimated accuracy of +/- 6 seconds.
 TD0502
 TD0502.The orthometric height was determined by differential leveling
 TD0502.and adjusted by the National Geodetic Survey in June 1991..
 TD0502
 TD0502.The geoid height was determined by GEOID03.
 TD0502
 TD0502.The dynamic height is computed by dividing the NAVD 88
 TD0502.geopotential number by the normal gravity value computed on the
 TD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0502.degrees latitude (g = 980.6199 gals.).
 TD0502
 TD0502.The modeled gravity was interpolated from observed gravity values.
 TD0502
 TD0502;                    North         East    Units  Estimated Accuracy
 TD0502;SPC ND N     -   130,350.      812,530.      MT  (+/- 180 meters Scaled)
 TD0502
 TD0502                          SUPERSEDED SURVEY CONTROL
 TD0502
 TD0502  NGVD 29 (??/??/92)  313.692  (m)         1029.17   (f) ADJ UNCH    2 0
 TD0502
 TD0502.Superseded values are not recommended for survey control.
 TD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0502.See file dsdata.txt to determine how the superseded data were derived.
 TD0502
 TD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU009324(NAD 83)
 TD0502_MARKER: DB = BENCH MARK DISK
 TD0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0502_STAMPING: J 270 1963
 TD0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0502+STABILITY: SURFACE MOTION
 TD0502
 TD0502  HISTORY     - Date     Condition        Report By
 TD0502  HISTORY     - 1963     MONUMENTED       CGS
 TD0502  HISTORY     - 1964     GOOD             NGS
 TD0502
 TD0502                          STATION DESCRIPTION
 TD0502
 TD0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0502'1.1 MI S FROM INKSTER.
 TD0502'ABOUT 1.1 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE ELEMENTARY
 TD0502'SCHOOL AT INKSTER, IN S 19, R 54 W, T 154 N, 60 FEET NORTHEAST OF THE
 TD0502'CENTER OF THE JUNCTION OF A ROAD LEADING EAST, 44 FEET EAST OF THE
 TD0502'CENTERLINE OF THE ROAD, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TD0502'LEADING EAST, 3.0 FEET WEST OF A POWER POLE BRACED BY TWO GUY WIRES,
 TD0502'2.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 TD0502'ABOUT 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 TD0502'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0746 ***********************************************************************
 TE0746  DESIGNATION -  J 271
 TE0746  PID         -  TE0746
 TE0746  STATE/COUNTY-  ND/RAMSEY
 TE0746  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0746
 TE0746                         *CURRENT SURVEY CONTROL
 TE0746  ___________________________________________________________________
 TE0746* NAD 83(1986)-  48 29 08.     (N)    098 46 27.     (W)     SCALED    
 TE0746* NAVD 88     -       461.610  (meters)    1514.47   (feet)  ADJUSTED  
 TE0746  ___________________________________________________________________
 TE0746  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE0746  DYNAMIC HT  -         461.701 (meters)    1514.76  (feet)  COMP
 TE0746  MODELED GRAV-     980,795.0   (mgal)                       NAVD 88
 TE0746
 TE0746  VERT ORDER  -  SECOND    CLASS 0
 TE0746
 TE0746.The horizontal coordinates were scaled from a topographic map and have
 TE0746.an estimated accuracy of +/- 6 seconds.
 TE0746
 TE0746.The orthometric height was determined by differential leveling
 TE0746.and adjusted by the National Geodetic Survey in June 1991..
 TE0746
 TE0746.The geoid height was determined by GEOID03.
 TE0746
 TE0746.The dynamic height is computed by dividing the NAVD 88
 TE0746.geopotential number by the normal gravity value computed on the
 TE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0746.degrees latitude (g = 980.6199 gals.).
 TE0746
 TE0746.The modeled gravity was interpolated from observed gravity values.
 TE0746
 TE0746;                    North         East    Units  Estimated Accuracy
 TE0746;SPC ND N     -   166,600.      727,560.      MT  (+/- 180 meters Scaled)
 TE0746
 TE0746                          SUPERSEDED SURVEY CONTROL
 TE0746
 TE0746  NGVD 29 (??/??/92)  461.221  (m)         1513.19   (f) ADJ UNCH    2 0
 TE0746
 TE0746.Superseded values are not recommended for survey control.
 TE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0746.See file dsdata.txt to determine how the superseded data were derived.
 TE0746
 TE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU166702(NAD 83)
 TE0746_MARKER: DB = BENCH MARK DISK
 TE0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0746_STAMPING: J 271 1963
 TE0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0746+STABILITY: SURFACE MOTION
 TE0746
 TE0746  HISTORY     - Date     Condition        Report By
 TE0746  HISTORY     - 1963     MONUMENTED       CGS
 TE0746
 TE0746                          STATION DESCRIPTION
 TE0746
 TE0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0746'7.3 MI NE FROM STARKWEATHER.
 TE0746'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE GREAT NORTHERN
 TE0746'RAILWAY STATION AT STARKWEATHER, THENCE 5.0 MILES EAST ALONG COUNTY
 TE0746'ROAD 9, IN S 27, R 63 W, T 158 N, 105 FEET SOUTHEAST OF THE CENTER OF
 TE0746'A GRAVELED ROAD INTERSECTION, 74.5 FEET SOUTH OF THE CENTERLINE OF THE
 TE0746'ROAD LEADING EAST, 70 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 TE0746'SOUTH, 3.5 FEET WEST OF A POWER POLE AND IN LINE WITH AN EAST-WEST ROW
 TE0746'OF POLES, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TE0746'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0746'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0760 ***********************************************************************
 TE0760  DESIGNATION -  J 272
 TE0760  PID         -  TE0760
 TE0760  STATE/COUNTY-  ND/RAMSEY
 TE0760  USGS QUAD   -  DERRICK NW (1994)
 TE0760
 TE0760                         *CURRENT SURVEY CONTROL
 TE0760  ___________________________________________________________________
 TE0760* NAD 83(1986)-  48 24 51.     (N)    098 41 20.     (W)     SCALED    
 TE0760* NAVD 88     -       458.226  (meters)    1503.36   (feet)  ADJUSTED  
 TE0760  ___________________________________________________________________
 TE0760  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE0760  DYNAMIC HT  -         458.314 (meters)    1503.65  (feet)  COMP
 TE0760  MODELED GRAV-     980,788.7   (mgal)                       NAVD 88
 TE0760
 TE0760  VERT ORDER  -  SECOND    CLASS 0
 TE0760
 TE0760.The horizontal coordinates were scaled from a topographic map and have
 TE0760.an estimated accuracy of +/- 6 seconds.
 TE0760
 TE0760.The orthometric height was determined by differential leveling
 TE0760.and adjusted by the National Geodetic Survey in June 1991..
 TE0760
 TE0760.The geoid height was determined by GEOID03.
 TE0760
 TE0760.The dynamic height is computed by dividing the NAVD 88
 TE0760.geopotential number by the normal gravity value computed on the
 TE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0760.degrees latitude (g = 980.6199 gals.).
 TE0760
 TE0760.The modeled gravity was interpolated from observed gravity values.
 TE0760
 TE0760;                    North         East    Units  Estimated Accuracy
 TE0760;SPC ND N     -   158,810.      734,050.      MT  (+/- 180 meters Scaled)
 TE0760
 TE0760                          SUPERSEDED SURVEY CONTROL
 TE0760
 TE0760  NGVD 29 (??/??/92)  457.842  (m)         1502.10   (f) ADJ UNCH    2 0
 TE0760
 TE0760.Superseded values are not recommended for survey control.
 TE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0760.See file dsdata.txt to determine how the superseded data were derived.
 TE0760
 TE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU230623(NAD 83)
 TE0760_MARKER: DB = BENCH MARK DISK
 TE0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0760_STAMPING: J 272 1963
 TE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0760+STABILITY: SURFACE MOTION
 TE0760
 TE0760  HISTORY     - Date     Condition        Report By
 TE0760  HISTORY     - 1963     MONUMENTED       CGS
 TE0760
 TE0760                          STATION DESCRIPTION
 TE0760
 TE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0760'10.9 MI W FROM EDMORE.
 TE0760'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0760'STATION AT EDMORE, THENCE 10.4 MILES WEST ALONG STATE HIGHWAY 17, IN S
 TE0760'18, R 62 W, T 157 N, 232 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD
 TE0760'INTERSECTION, 188 FEET WEST OF THE WEST END OF A 24-INCH PIPE CULVERT
 TE0760'UNDER THE ROAD LEADING NORTH, 99 FEET NORTH OF THE CENTERLINE OF THE
 TE0760'HIGHWAY, 4.0 FEET EAST OF THE FIRST POWER POLE WEST OF A HIGH TENSION
 TE0760'POWER LINE CROSSING, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 8
 TE0760'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TE0760'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1060 ***********************************************************************
 TE1060  DESIGNATION -  J 273
 TE1060  PID         -  TE1060
 TE1060  STATE/COUNTY-  ND/CAVALIER
 TE1060  USGS QUAD   -  MUNICH SW (1971)
 TE1060
 TE1060                         *CURRENT SURVEY CONTROL
 TE1060  ___________________________________________________________________
 TE1060* NAD 83(1986)-  48 32 40.     (N)    098 54 15.     (W)     SCALED    
 TE1060* NAVD 88     -       465.717  (meters)    1527.94   (feet)  ADJUSTED  
 TE1060  ___________________________________________________________________
 TE1060  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TE1060  DYNAMIC HT  -         465.813 (meters)    1528.25  (feet)  COMP
 TE1060  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TE1060
 TE1060  VERT ORDER  -  SECOND    CLASS 0
 TE1060
 TE1060.The horizontal coordinates were scaled from a topographic map and have
 TE1060.an estimated accuracy of +/- 6 seconds.
 TE1060
 TE1060.The orthometric height was determined by differential leveling
 TE1060.and adjusted by the National Geodetic Survey in June 1991..
 TE1060
 TE1060.The geoid height was determined by GEOID03.
 TE1060
 TE1060.The dynamic height is computed by dividing the NAVD 88
 TE1060.geopotential number by the normal gravity value computed on the
 TE1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1060.degrees latitude (g = 980.6199 gals.).
 TE1060
 TE1060.The modeled gravity was interpolated from observed gravity values.
 TE1060
 TE1060;                    North         East    Units  Estimated Accuracy
 TE1060;SPC ND N     -   172,940.      717,820.      MT  (+/- 180 meters Scaled)
 TE1060
 TE1060                          SUPERSEDED SURVEY CONTROL
 TE1060
 TE1060  NGVD 29 (??/??/92)  465.326  (m)         1526.66   (f) ADJ UNCH    2 0
 TE1060
 TE1060.Superseded values are not recommended for survey control.
 TE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1060.See file dsdata.txt to determine how the superseded data were derived.
 TE1060
 TE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU070768(NAD 83)
 TE1060_MARKER: DB = BENCH MARK DISK
 TE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1060_STAMPING: J 273 1963
 TE1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1060+STABILITY: SURFACE MOTION
 TE1060
 TE1060  HISTORY     - Date     Condition        Report By
 TE1060  HISTORY     - 1963     MONUMENTED       CGS
 TE1060
 TE1060                          STATION DESCRIPTION
 TE1060
 TE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1060'3.1 MI NE FROM ST JOE.
 TE1060'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1060'RAILWAY STATION AT ST. JOE, THENCE 1.0 MILE EAST ALONG THE COUNTY LINE
 TE1060'ROAD, 147 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED
 TE1060'ROAD LEADING SOUTH, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TE1060'LEADING EAST, 3.5 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF
 TE1060'POLES, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE1060'LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP OF A CONCRETE POST
 TE1060'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1061 ***********************************************************************
 TE1061  DESIGNATION -  J 273 RESET
 TE1061  PID         -  TE1061
 TE1061  STATE/COUNTY-  ND/CAVALIER
 TE1061  USGS QUAD   -  MUNICH SW (1971)
 TE1061
 TE1061                         *CURRENT SURVEY CONTROL
 TE1061  ___________________________________________________________________
 TE1061* NAD 83(1986)-  48 32 38.     (N)    098 54 15.     (W)     SCALED    
 TE1061* NAVD 88     -       466.98   (+/-2cm)    1532.1    (feet)  VERTCON   
 TE1061  ___________________________________________________________________
 TE1061  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TE1061
 TE1061  VERT ORDER  -  THIRD (See Below)
 TE1061
 TE1061.The horizontal coordinates were scaled from a topographic map and have
 TE1061.an estimated accuracy of +/- 6 seconds.
 TE1061
 TE1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1061.The vertical order pertains to the NGVD 29 superseded value.
 TE1061
 TE1061.The geoid height was determined by GEOID03.
 TE1061
 TE1061;                    North         East    Units  Estimated Accuracy
 TE1061;SPC ND N     -   172,880.      717,820.      MT  (+/- 180 meters Scaled)
 TE1061
 TE1061                          SUPERSEDED SURVEY CONTROL
 TE1061
 TE1061  NGVD 29 (11/04/04)  466.59   (m)         1530.8    (f) RESET       3  
 TE1061
 TE1061.Superseded values are not recommended for survey control.
 TE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1061.See file dsdata.txt to determine how the superseded data were derived.
 TE1061
 TE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU070767(NAD 83)
 TE1061_MARKER: DB = BENCH MARK DISK
 TE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1061_STAMPING: J 273 RESET 1964
 TE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1061+STABILITY: SURFACE MOTION
 TE1061
 TE1061  HISTORY     - Date     Condition        Report By
 TE1061  HISTORY     - 1964     MONUMENTED       LOCENG
 TE1061
 TE1061                          STATION DESCRIPTION
 TE1061
 TE1061'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 TE1061'3.1 MI NE FROM ST JOE.
 TE1061'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1061'RAILWAY STATION AT ST. JOE, THENCE 1.0 MILE EAST ALONG THE COUNTY LINE
 TE1061'ROAD IN S 34, R 64 W, T 159 N, ABOUT 139 FEET EAST AND 78 FEET NORTH
 TE1061'OF THE INTERSECTION OF THE COUNTY LINE ROAD AND THE GRAVEL ROAD
 TE1061'LEADING SOUTH, SAID INTERSECTION BEING THE SW CORNER OF S 34, R 64 W,
 TE1061'T 159 N, ABOUT 4 FEET WEST OF A POWER POLE AND IN LINE WITH A NEWLY
 TE1061'SET ROW OF POLES, ABOUT 2 FEET EAST OF A METAL WITNESS POST.  ABOUT
 TE1061'LEVEL WITH THE ROAD SOUTH, SET IN THE TOP OF A CONCRETE POST 1 FOOT IN
 TE1061'DIAMETER AND 5 FEET LONG AND PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0570 ***********************************************************************
 TE0570  DESIGNATION -  J 274
 TE0570  PID         -  TE0570
 TE0570  STATE/COUNTY-  ND/RAMSEY
 TE0570  USGS QUAD   -  LAKOTA NW (1971)
 TE0570
 TE0570                         *CURRENT SURVEY CONTROL
 TE0570  ___________________________________________________________________
 TE0570* NAD 83(1986)-  48 13 25.     (N)    098 27 17.     (W)     SCALED    
 TE0570* NAVD 88     -       463.578  (meters)    1520.92   (feet)  ADJUSTED  
 TE0570  ___________________________________________________________________
 TE0570  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0570  DYNAMIC HT  -         463.663 (meters)    1521.20  (feet)  COMP
 TE0570  MODELED GRAV-     980,779.6   (mgal)                       NAVD 88
 TE0570
 TE0570  VERT ORDER  -  SECOND    CLASS 0
 TE0570
 TE0570.The horizontal coordinates were scaled from a topographic map and have
 TE0570.an estimated accuracy of +/- 6 seconds.
 TE0570
 TE0570.The orthometric height was determined by differential leveling
 TE0570.and adjusted by the National Geodetic Survey in June 1991..
 TE0570
 TE0570.The geoid height was determined by GEOID03.
 TE0570
 TE0570.The dynamic height is computed by dividing the NAVD 88
 TE0570.geopotential number by the normal gravity value computed on the
 TE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0570.degrees latitude (g = 980.6199 gals.).
 TE0570
 TE0570.The modeled gravity was interpolated from observed gravity values.
 TE0570
 TE0570;                    North         East    Units  Estimated Accuracy
 TE0570;SPC ND N     -   138,060.      751,940.      MT  (+/- 180 meters Scaled)
 TE0570
 TE0570                          SUPERSEDED SURVEY CONTROL
 TE0570
 TE0570  NGVD 29 (??/??/92)  463.20   (m)         1519.7    (f) COMPUTED    2 0
 TE0570
 TE0570.Superseded values are not recommended for survey control.
 TE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0570.See file dsdata.txt to determine how the superseded data were derived.
 TE0570
 TE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU404412(NAD 83)
 TE0570_MARKER: DB = BENCH MARK DISK
 TE0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0570_STAMPING: J 274 1963
 TE0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0570+STABILITY: SURFACE MOTION
 TE0570
 TE0570  HISTORY     - Date     Condition        Report By
 TE0570  HISTORY     - 1963     MONUMENTED       CGS
 TE0570
 TE0570                          STATION DESCRIPTION
 TE0570
 TE0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0570'10.6 MI SW FROM LAWTON.
 TE0570'ABOUT 5.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0570'RAILWAY STATION AT LAWTON, THENCE 5.1 MILES SOUTH ALONG A GRAVELED AND
 TE0570'DIRT ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD, IN S 26, R 61
 TE0570'W, T 155 N, ON THE WEST SLOPE AND NEAR THE FOOT OF A SHORT HILL, NEAR
 TE0570'THE SOUTH EDGE OF A LARGE ROCK PILE, 40 FEET SOUTH OF THE CENTERLINE
 TE0570'OF THE ROAD, 2.5 FEET WEST OF A POWER POLE AND IN LINE WITH A ROW OF
 TE0570'POLES, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0570'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0826 ***********************************************************************
 TE0826  DESIGNATION -  J 275
 TE0826  PID         -  TE0826
 TE0826  STATE/COUNTY-  ND/RAMSEY
 TE0826  USGS QUAD   -  DERRICK SE (1972)
 TE0826
 TE0826                         *CURRENT SURVEY CONTROL
 TE0826  ___________________________________________________________________
 TE0826* NAD 83(1986)-  48 20 23.     (N)    098 35 41.     (W)     SCALED    
 TE0826* NAVD 88     -       457.454  (meters)    1500.83   (feet)  ADJUSTED  
 TE0826  ___________________________________________________________________
 TE0826  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 TE0826  DYNAMIC HT  -         457.540 (meters)    1501.11  (feet)  COMP
 TE0826  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TE0826
 TE0826  VERT ORDER  -  SECOND    CLASS 0
 TE0826
 TE0826.The horizontal coordinates were scaled from a topographic map and have
 TE0826.an estimated accuracy of +/- 6 seconds.
 TE0826
 TE0826.The orthometric height was determined by differential leveling
 TE0826.and adjusted by the National Geodetic Survey in June 1991..
 TE0826
 TE0826.The geoid height was determined by GEOID03.
 TE0826
 TE0826.The dynamic height is computed by dividing the NAVD 88
 TE0826.geopotential number by the normal gravity value computed on the
 TE0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0826.degrees latitude (g = 980.6199 gals.).
 TE0826
 TE0826.The modeled gravity was interpolated from observed gravity values.
 TE0826
 TE0826;                    North         East    Units  Estimated Accuracy
 TE0826;SPC ND N     -   150,700.      741,220.      MT  (+/- 180 meters Scaled)
 TE0826
 TE0826                          SUPERSEDED SURVEY CONTROL
 TE0826
 TE0826  NGVD 29 (??/??/92)  457.076  (m)         1499.59   (f) ADJ UNCH    2 0
 TE0826
 TE0826.Superseded values are not recommended for survey control.
 TE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0826.See file dsdata.txt to determine how the superseded data were derived.
 TE0826
 TE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU300541(NAD 83)
 TE0826_MARKER: DB = BENCH MARK DISK
 TE0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0826_STAMPING: J 275 1963
 TE0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0826+STABILITY: SURFACE MOTION
 TE0826
 TE0826  HISTORY     - Date     Condition        Report By
 TE0826  HISTORY     - 1963     MONUMENTED       CGS
 TE0826
 TE0826                          STATION DESCRIPTION
 TE0826
 TE0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0826'14.0 MI NW FROM LAWTON.
 TE0826'ABOUT 11.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0826'RAILWAY STATION AT LAWTON, THENCE 3.0 MILES NORTH ALONG A GRAVELED
 TE0826'ROAD, IN S 14, R 62 W, T 156 N, 64 FEET SOUTHEAST OF THE CENTER OF THE
 TE0826'INTERSECTION OF A GRAVELED ROAD LEADING WEST AND A DIRT ROAD LEADING
 TE0826'EAST, 47 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 45
 TE0826'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 4.5 FEET
 TE0826'NORTHWEST OF A POWER POLE, 2.5 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF
 TE0826'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING
 TE0826'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0903 ***********************************************************************
 TF0903  DESIGNATION -  J 276
 TF0903  PID         -  TF0903
 TF0903  STATE/COUNTY-  ND/WARD
 TF0903  USGS QUAD   -  BURLINGTON (1979)
 TF0903
 TF0903                         *CURRENT SURVEY CONTROL
 TF0903  ___________________________________________________________________
 TF0903* NAD 83(1986)-  48 17 08.     (N)    101 26 54.     (W)     SCALED    
 TF0903* NAVD 88     -       485.631  (meters)    1593.27   (feet)  ADJUSTED  
 TF0903  ___________________________________________________________________
 TF0903  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TF0903  DYNAMIC HT  -         485.716 (meters)    1593.55  (feet)  COMP
 TF0903  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 TF0903
 TF0903  VERT ORDER  -  FIRST     CLASS II
 TF0903
 TF0903.The horizontal coordinates were scaled from a topographic map and have
 TF0903.an estimated accuracy of +/- 6 seconds.
 TF0903
 TF0903.The orthometric height was determined by differential leveling
 TF0903.and adjusted by the National Geodetic Survey in June 1991..
 TF0903
 TF0903.The geoid height was determined by GEOID03.
 TF0903
 TF0903.The dynamic height is computed by dividing the NAVD 88
 TF0903.geopotential number by the normal gravity value computed on the
 TF0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0903.degrees latitude (g = 980.6199 gals.).
 TF0903
 TF0903.The modeled gravity was interpolated from observed gravity values.
 TF0903
 TF0903;                    North         East    Units  Estimated Accuracy
 TF0903;SPC ND N     -   143,360.      529,630.      MT  (+/- 180 meters Scaled)
 TF0903
 TF0903                          SUPERSEDED SURVEY CONTROL
 TF0903
 TF0903  NGVD 29 (??/??/92)  485.261  (m)         1592.06   (f) ADJ UNCH    1 2
 TF0903
 TF0903.Superseded values are not recommended for survey control.
 TF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0903.See file dsdata.txt to determine how the superseded data were derived.
 TF0903
 TF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU183509(NAD 83)
 TF0903_MARKER: DB = BENCH MARK DISK
 TF0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0903_SP_SET: CULVERT
 TF0903_STAMPING: J 276 1963
 TF0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0903
 TF0903  HISTORY     - Date     Condition        Report By
 TF0903  HISTORY     - 1963     MONUMENTED       CGS
 TF0903  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF0903
 TF0903                          STATION DESCRIPTION
 TF0903
 TF0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0903'1.1 MI NW FROM BURLINGTON.
 TF0903'1.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0903'BURLINGTON, 3 1/2 TELEPHONE POLES EAST OF A PRIVATE ROAD CROSSING 96
 TF0903'FEET SOUTH OF THE SOUTH RAIL, ABOUT 300 FEET NORTHWEST OF U.S. HIGHWAY
 TF0903'52, 19 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, ABOUT LEVEL
 TF0903'WITH THE RAILS AND THE GRAVELED ROAD, AND SET IN THE TOP AND CENTER OF
 TF0903'THE SOUTH CONCRETE HEADWALL OF A BOX TYPE CULVERT.
 TF0903
 TF0903                          STATION RECOVERY (1981)
 TF0903
 TF0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1345 ***********************************************************************
 TF1345  DESIGNATION -  J 277
 TF1345  PID         -  TF1345
 TF1345  STATE/COUNTY-  ND/WARD
 TF1345  USGS QUAD   -  DONNYBROOK (1948)
 TF1345
 TF1345                         *CURRENT SURVEY CONTROL
 TF1345  ___________________________________________________________________
 TF1345* NAD 83(1986)-  48 31 40.     (N)    101 55 04.     (W)     SCALED    
 TF1345* NAVD 88     -       546.375  (meters)    1792.57   (feet)  ADJUSTED  
 TF1345  ___________________________________________________________________
 TF1345  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 TF1345  DYNAMIC HT  -         546.476 (meters)    1792.90  (feet)  COMP
 TF1345  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 TF1345
 TF1345  VERT ORDER  -  FIRST     CLASS II
 TF1345
 TF1345.The horizontal coordinates were scaled from a topographic map and have
 TF1345.an estimated accuracy of +/- 6 seconds.
 TF1345
 TF1345.The orthometric height was determined by differential leveling
 TF1345.and adjusted by the National Geodetic Survey in June 1991..
 TF1345
 TF1345.The geoid height was determined by GEOID03.
 TF1345
 TF1345.The dynamic height is computed by dividing the NAVD 88
 TF1345.geopotential number by the normal gravity value computed on the
 TF1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1345.degrees latitude (g = 980.6199 gals.).
 TF1345
 TF1345.The modeled gravity was interpolated from observed gravity values.
 TF1345
 TF1345;                    North         East    Units  Estimated Accuracy
 TF1345;SPC ND N     -   170,830.      495,290.      MT  (+/- 180 meters Scaled)
 TF1345
 TF1345                          SUPERSEDED SURVEY CONTROL
 TF1345
 TF1345  NGVD 29 (??/??/92)  545.974  (m)         1791.25   (f) ADJ UNCH    1 2
 TF1345
 TF1345.Superseded values are not recommended for survey control.
 TF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1345.See file dsdata.txt to determine how the superseded data were derived.
 TF1345
 TF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU845790(NAD 83)
 TF1345_MARKER: DB = BENCH MARK DISK
 TF1345_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1345_SP_SET: 12 FEET
 TF1345_STAMPING: J 277 1963
 TF1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1345
 TF1345  HISTORY     - Date     Condition        Report By
 TF1345  HISTORY     - 1963     MONUMENTED       CGS
 TF1345
 TF1345                          STATION DESCRIPTION
 TF1345
 TF1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1345'2.15 MI NW FROM DONNYBROOK.
 TF1345'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1345'RAILROAD STATION AT DONNYBROOK, THENCE 2.0 MILES NORTHWEST ALONG U.S.
 TF1345'HIGHWAY 52, 120 FEET NORTHWEST OF AN UNDERGROUND CABLE LINE, 99 FEET
 TF1345'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A
 TF1345'FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 TF1345'LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TF1345'THAT IS DRIVEN TO A DEPTH OF 12 FEET AND ENCASED IN A 6-INCH TILE
 TF1345'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1555 ***********************************************************************
 TF1555  DESIGNATION -  J 278
 TF1555  PID         -  TF1555
 TF1555  STATE/COUNTY-  ND/RENVILLE
 TF1555  USGS QUAD   -  TOLLEY SE (1949)
 TF1555
 TF1555                         *CURRENT SURVEY CONTROL
 TF1555  ___________________________________________________________________
 TF1555* NAD 83(1986)-  48 31 55.     (N)    101 50 34.     (W)     SCALED    
 TF1555* NAVD 88     -       587.167  (meters)    1926.40   (feet)  ADJUSTED  
 TF1555  ___________________________________________________________________
 TF1555  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 TF1555  DYNAMIC HT  -         587.278 (meters)    1926.76  (feet)  COMP
 TF1555  MODELED GRAV-     980,780.3   (mgal)                       NAVD 88
 TF1555
 TF1555  VERT ORDER  -  SECOND    CLASS 0
 TF1555
 TF1555.The horizontal coordinates were scaled from a topographic map and have
 TF1555.an estimated accuracy of +/- 6 seconds.
 TF1555
 TF1555.The orthometric height was determined by differential leveling
 TF1555.and adjusted by the National Geodetic Survey in June 1991..
 TF1555
 TF1555.The geoid height was determined by GEOID03.
 TF1555
 TF1555.The dynamic height is computed by dividing the NAVD 88
 TF1555.geopotential number by the normal gravity value computed on the
 TF1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1555.degrees latitude (g = 980.6199 gals.).
 TF1555
 TF1555.The modeled gravity was interpolated from observed gravity values.
 TF1555
 TF1555;                    North         East    Units  Estimated Accuracy
 TF1555;SPC ND N     -   171,190.      500,840.      MT  (+/- 180 meters Scaled)
 TF1555
 TF1555                          SUPERSEDED SURVEY CONTROL
 TF1555
 TF1555  NGVD 29 (??/??/92)  586.773  (m)         1925.10   (f) ADJ UNCH    2 0
 TF1555
 TF1555.Superseded values are not recommended for survey control.
 TF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1555.See file dsdata.txt to determine how the superseded data were derived.
 TF1555
 TF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU901793(NAD 83)
 TF1555_MARKER: DB = BENCH MARK DISK
 TF1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1555_STAMPING: J 278 1963
 TF1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1555+STABILITY: SURFACE MOTION
 TF1555
 TF1555  HISTORY     - Date     Condition        Report By
 TF1555  HISTORY     - 1963     MONUMENTED       CGS
 TF1555
 TF1555                          STATION DESCRIPTION
 TF1555
 TF1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1555'3.25 MI NE FROM DONNYBROOK.
 TF1555'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1555'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7, 205
 TF1555'FEET EAST OF THE CENTER LINE OF THE ROAD, 84 FEET NORTH OF THE CENTER
 TF1555'LINE OF A GRAVELED ROAD, IN LINE WITH A ROW OF POWER POLES, 26 FEET
 TF1555'SOUTHWEST OF A SMALL GROVE OF TREES LOCATED IN A SINK HOLE, 12 1/2
 TF1555'FEET WEST OF A POWER POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 TF1555'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 TF1555'CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1726 ***********************************************************************
 TF1726  DESIGNATION -  J 279
 TF1726  PID         -  TF1726
 TF1726  STATE/COUNTY-  ND/RENVILLE
 TF1726  USGS QUAD   -  GRANO NE (1949)
 TF1726
 TF1726                         *CURRENT SURVEY CONTROL
 TF1726  ___________________________________________________________________
 TF1726* NAD 83(1986)-  48 41 28.     (N)    101 36 11.     (W)     SCALED    
 TF1726* NAVD 88     -       524.404  (meters)    1720.48   (feet)  ADJUSTED  
 TF1726  ___________________________________________________________________
 TF1726  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 TF1726  DYNAMIC HT  -         524.511 (meters)    1720.83  (feet)  COMP
 TF1726  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TF1726
 TF1726  VERT ORDER  -  SECOND    CLASS 0
 TF1726
 TF1726.The horizontal coordinates were scaled from a topographic map and have
 TF1726.an estimated accuracy of +/- 6 seconds.
 TF1726
 TF1726.The orthometric height was determined by differential leveling
 TF1726.and adjusted by the National Geodetic Survey in June 1991..
 TF1726
 TF1726.The geoid height was determined by GEOID03.
 TF1726
 TF1726.The dynamic height is computed by dividing the NAVD 88
 TF1726.geopotential number by the normal gravity value computed on the
 TF1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1726.degrees latitude (g = 980.6199 gals.).
 TF1726
 TF1726.The modeled gravity was interpolated from observed gravity values.
 TF1726
 TF1726;                    North         East    Units  Estimated Accuracy
 TF1726;SPC ND N     -   188,610.      518,790.      MT  (+/- 180 meters Scaled)
 TF1726
 TF1726                          SUPERSEDED SURVEY CONTROL
 TF1726
 TF1726  NGVD 29 (??/??/92)  524.038  (m)         1719.28   (f) ADJ UNCH    2 0
 TF1726
 TF1726.Superseded values are not recommended for survey control.
 TF1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1726.See file dsdata.txt to determine how the superseded data were derived.
 TF1726
 TF1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU084963(NAD 83)
 TF1726_MARKER: DB = BENCH MARK DISK
 TF1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1726_STAMPING: J 279 1963
 TF1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1726+STABILITY: SURFACE MOTION
 TF1726
 TF1726  HISTORY     - Date     Condition        Report By
 TF1726  HISTORY     - 1963     MONUMENTED       CGS
 TF1726
 TF1726                          STATION DESCRIPTION
 TF1726
 TF1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1726'6.9 MI NE FROM GREENE.
 TF1726'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1726'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 4.05
 TF1726'MILES EAST ALONG A GRAVELED ROAD, 0.15 MILE SOUTH OF 3 LONE COTTENWOOD
 TF1726'TREES, 113 FEET NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 72
 TF1726'FEET NORTH OF THE CENTER LINE OF THE ROAD, 87 FEET EAST OF THE CENTER
 TF1726'LINE OF A GRAVELED ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TF1726'1 1/2 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 TF1726'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0536 ***********************************************************************
 RP0536  DESIGNATION -  J 28
 RP0536  PID         -  RP0536
 RP0536  STATE/COUNTY-  ND/BARNES
 RP0536  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0536
 RP0536                         *CURRENT SURVEY CONTROL
 RP0536  ___________________________________________________________________
 RP0536* NAD 83(1986)-  46 56 44.     (N)    097 59 47.     (W)     SCALED    
 RP0536* NAVD 88     -       374.935  (meters)    1230.10   (feet)  ADJUSTED  
 RP0536  ___________________________________________________________________
 RP0536  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 RP0536  DYNAMIC HT  -         374.967 (meters)    1230.20  (feet)  COMP
 RP0536  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 RP0536
 RP0536  VERT ORDER  -  SECOND    CLASS 0
 RP0536
 RP0536.The horizontal coordinates were scaled from a topographic map and have
 RP0536.an estimated accuracy of +/- 6 seconds.
 RP0536
 RP0536.The orthometric height was determined by differential leveling
 RP0536.and adjusted by the National Geodetic Survey in June 1991..
 RP0536
 RP0536.The geoid height was determined by GEOID03.
 RP0536
 RP0536.The dynamic height is computed by dividing the NAVD 88
 RP0536.geopotential number by the normal gravity value computed on the
 RP0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0536.degrees latitude (g = 980.6199 gals.).
 RP0536
 RP0536.The modeled gravity was interpolated from observed gravity values.
 RP0536
 RP0536;                    North         East    Units  Estimated Accuracy
 RP0536;SPC ND S     -   145,200.      790,560.      MT  (+/- 180 meters Scaled)
 RP0536
 RP0536                          SUPERSEDED SURVEY CONTROL
 RP0536
 RP0536  NGVD 29 (??/??/92)  374.574  (m)         1228.91   (f) ADJ UNCH    2 0
 RP0536
 RP0536.Superseded values are not recommended for survey control.
 RP0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0536.See file dsdata.txt to determine how the superseded data were derived.
 RP0536
 RP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS763996(NAD 83)
 RP0536_MARKER: DB = BENCH MARK DISK
 RP0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0536_STAMPING: J 28 1934
 RP0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0536+STABILITY: SURFACE MOTION
 RP0536
 RP0536  HISTORY     - Date     Condition        Report By
 RP0536  HISTORY     - 1934     MONUMENTED       CGS
 RP0536  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0536
 RP0536                          STATION DESCRIPTION
 RP0536
 RP0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0536'IN VALLEY CITY.
 RP0536'AT VALLEY CITY, BARNES COUNTY, 680 FEET EAST OF THE SOO LINE RAILROAD
 RP0536'STATION, AT A PUBLIC-ROAD CROSSING, 25 FEET EAST OF THE CENTERLINE OF
 RP0536'THE ROAD, 75 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 10 FEET
 RP0536'NORTH OF A POLE WITH A GUY WIRE.  A STANDARD DISK, STAMPED J 28 1934
 RP0536'AND SET IN THE TOP OF A CONCRETE POST.
 RP0536
 RP0536                          STATION RECOVERY (1982)
 RP0536
 RP0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0056 ***********************************************************************
 TG0056  DESIGNATION -  J 280
 TG0056  PID         -  TG0056
 TG0056  STATE/COUNTY-  ND/BURKE
 TG0056  USGS QUAD   -  FLAXTON (1947)
 TG0056
 TG0056                         *CURRENT SURVEY CONTROL
 TG0056  ___________________________________________________________________
 TG0056* NAD 83(1986)-  48 53 39.     (N)    102 23 19.     (W)     SCALED    
 TG0056* NAVD 88     -       589.364  (meters)    1933.61   (feet)  ADJUSTED  
 TG0056  ___________________________________________________________________
 TG0056  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 TG0056  DYNAMIC HT  -         589.494 (meters)    1934.03  (feet)  COMP
 TG0056  MODELED GRAV-     980,810.7   (mgal)                       NAVD 88
 TG0056
 TG0056  VERT ORDER  -  FIRST     CLASS II
 TG0056
 TG0056.The horizontal coordinates were scaled from a topographic map and have
 TG0056.an estimated accuracy of +/- 6 seconds.
 TG0056
 TG0056.The orthometric height was determined by differential leveling
 TG0056.and adjusted by the National Geodetic Survey in June 1991..
 TG0056.WARNING-Repeat measurements at this control monument indicate possible
 TG0056.vertical movement.
 TG0056
 TG0056.The geoid height was determined by GEOID03.
 TG0056
 TG0056.The dynamic height is computed by dividing the NAVD 88
 TG0056.geopotential number by the normal gravity value computed on the
 TG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0056.degrees latitude (g = 980.6199 gals.).
 TG0056
 TG0056.The modeled gravity was interpolated from observed gravity values.
 TG0056
 TG0056;                    North         East    Units  Estimated Accuracy
 TG0056;SPC ND N     -   212,310.      461,520.      MT  (+/- 180 meters Scaled)
 TG0056
 TG0056                          SUPERSEDED SURVEY CONTROL
 TG0056
 TG0056  NGVD 29 (??/??/92)  588.951  (m)         1932.25   (f) ADJ UNCH    1 2
 TG0056
 TG0056.Superseded values are not recommended for survey control.
 TG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0056.See file dsdata.txt to determine how the superseded data were derived.
 TG0056
 TG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ913189(NAD 83)
 TG0056_MARKER: DB = BENCH MARK DISK
 TG0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG0056_SP_SET: ABUTMENT
 TG0056_STAMPING: J 280 1963
 TG0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0056
 TG0056  HISTORY     - Date     Condition        Report By
 TG0056  HISTORY     - 1963     MONUMENTED       CGS
 TG0056
 TG0056                          STATION DESCRIPTION
 TG0056
 TG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0056'0.4 MI SE FROM FLAXTON.
 TG0056'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0056'AT FLAXTON, SET IN THE ABUTMENT OF A HIGHWAY UNDERPASS, IN SECTION 32,
 TG0056'T 163 N, R 90 W, 9 FEET NORTHEAST OF THE NORTHEAST RAIL, 36 FEET SOUTH
 TG0056'OF MILE POST 540, ABOUT LEVEL WITH THE RAILS, AND SET IN THE TOP OF
 TG0056'THE EAST END OF THE NORTH ABUTMENT OF A U.S. HIGHWAY 52 UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0214 ***********************************************************************
 TG0214  DESIGNATION -  J 281
 TG0214  PID         -  TG0214
 TG0214  STATE/COUNTY-  ND/BURKE
 TG0214  USGS QUAD   -  NORTHGATE (1949)
 TG0214
 TG0214                         *CURRENT SURVEY CONTROL
 TG0214  ___________________________________________________________________
 TG0214* NAD 83(1986)-  48 58 00.     (N)    102 15 43.     (W)     SCALED    
 TG0214* NAVD 88     -       576.813  (meters)    1892.43   (feet)  ADJUSTED  
 TG0214  ___________________________________________________________________
 TG0214  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 TG0214  DYNAMIC HT  -         576.942 (meters)    1892.85  (feet)  COMP
 TG0214  MODELED GRAV-     980,814.4   (mgal)                       NAVD 88
 TG0214
 TG0214  VERT ORDER  -  SECOND    CLASS 0
 TG0214
 TG0214.The horizontal coordinates were scaled from a topographic map and have
 TG0214.an estimated accuracy of +/- 6 seconds.
 TG0214
 TG0214.The orthometric height was determined by differential leveling
 TG0214.and adjusted by the National Geodetic Survey in June 1991..
 TG0214
 TG0214.The geoid height was determined by GEOID03.
 TG0214
 TG0214.The dynamic height is computed by dividing the NAVD 88
 TG0214.geopotential number by the normal gravity value computed on the
 TG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0214.degrees latitude (g = 980.6199 gals.).
 TG0214
 TG0214.The modeled gravity was interpolated from observed gravity values.
 TG0214
 TG0214;                    North         East    Units  Estimated Accuracy
 TG0214;SPC ND N     -   220,150.      470,990.      MT  (+/- 180 meters Scaled)
 TG0214
 TG0214                          SUPERSEDED SURVEY CONTROL
 TG0214
 TG0214  NGVD 29 (??/??/92)  576.421  (m)         1891.14   (f) ADJ UNCH    2 0
 TG0214
 TG0214.Superseded values are not recommended for survey control.
 TG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0214.See file dsdata.txt to determine how the superseded data were derived.
 TG0214
 TG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ003273(NAD 83)
 TG0214_MARKER: DB = BENCH MARK DISK
 TG0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0214_SP_SET: 13 FT
 TG0214_STAMPING: J 281 1963
 TG0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0214
 TG0214  HISTORY     - Date     Condition        Report By
 TG0214  HISTORY     - 1963     MONUMENTED       CGS
 TG0214
 TG0214                          STATION DESCRIPTION
 TG0214
 TG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0214'1.8 MI S FROM NORTHGATE.
 TG0214'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0214'RAILWAY STATION AT NORTHGATE, THENCE 1.2 MILES SOUTH ALONG STATE
 TG0214'HIGHWAY 8, IN SECTION 6, T 163 N, R 89 W, AT A ROAD JUNCTION, 100 FEET
 TG0214'WEST OF THE CENTER LINE OF THE HIGHWAY, 77 FEET NORTH OF THE EXTENDED
 TG0214'CENTER LINE OF A ROAD LEADING EAST, 1 1/2 FEET SOUTH OF A CONCRETE
 TG0214'RIGHT OF WAY MARKER POST 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TG0214'LEVEL WITH THE HIGHWAY AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD
 TG0214'THAT IS DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE
 TG0214'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0322 ***********************************************************************
 TG0322  DESIGNATION -  J 282
 TG0322  PID         -  TG0322
 TG0322  STATE/COUNTY-  ND/WARD
 TG0322  USGS QUAD   -  KENMARE (1981)
 TG0322
 TG0322                         *CURRENT SURVEY CONTROL
 TG0322  ___________________________________________________________________
 TG0322* NAD 83(1986)-  48 43 27.     (N)    102 05 14.     (W)     SCALED    
 TG0322* NAVD 88     -       591.227  (meters)    1939.72   (feet)  ADJUSTED  
 TG0322  ___________________________________________________________________
 TG0322  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TG0322  DYNAMIC HT  -         591.345 (meters)    1940.10  (feet)  COMP
 TG0322  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TG0322
 TG0322  VERT ORDER  -  SECOND    CLASS 0
 TG0322
 TG0322.The horizontal coordinates were scaled from a topographic map and have
 TG0322.an estimated accuracy of +/- 6 seconds.
 TG0322
 TG0322.The orthometric height was determined by differential leveling
 TG0322.and adjusted by the National Geodetic Survey in June 1991..
 TG0322
 TG0322.The geoid height was determined by GEOID03.
 TG0322
 TG0322.The dynamic height is computed by dividing the NAVD 88
 TG0322.geopotential number by the normal gravity value computed on the
 TG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0322.degrees latitude (g = 980.6199 gals.).
 TG0322
 TG0322.The modeled gravity was interpolated from observed gravity values.
 TG0322
 TG0322;                    North         East    Units  Estimated Accuracy
 TG0322;SPC ND N     -   192,910.      483,230.      MT  (+/- 180 meters Scaled)
 TG0322
 TG0322                          SUPERSEDED SURVEY CONTROL
 TG0322
 TG0322  NGVD 29 (??/??/92)  590.826  (m)         1938.40   (f) ADJ UNCH    2 0
 TG0322
 TG0322.Superseded values are not recommended for survey control.
 TG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0322.See file dsdata.txt to determine how the superseded data were derived.
 TG0322
 TG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ142008(NAD 83)
 TG0322_MARKER: DB = BENCH MARK DISK
 TG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0322_STAMPING: J 282 1963
 TG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0322+STABILITY: SURFACE MOTION
 TG0322
 TG0322  HISTORY     - Date     Condition        Report By
 TG0322  HISTORY     - 1963     MONUMENTED       CGS
 TG0322  HISTORY     - 1983     GOOD             NGS
 TG0322
 TG0322                          STATION DESCRIPTION
 TG0322
 TG0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0322'4.4 MI N FROM KENMARE.
 TG0322'ABOUT 3.5 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0322'KENMARE, THENCE 0.9 MILE NORTH ALONG U.S. HIGHWAY 52, IN SECTION 33, T
 TG0322'161 N, R 88 W, AT A PRIVATE DRIVEWAY, 97 FEET WEST OF THE CENTER LINE
 TG0322'OF THE HIGHWAY, 43 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 30
 TG0322'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 1.5 FEET
 TG0322'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0322'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TG0322
 TG0322                          STATION RECOVERY (1983)
 TG0322
 TG0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1421 ***********************************************************************
 TF1421  DESIGNATION -  J 283
 TF1421  PID         -  TF1421
 TF1421  STATE/COUNTY-  ND/RENVILLE
 TF1421  USGS QUAD   -  MOHALL SW (1971)
 TF1421
 TF1421                         *CURRENT SURVEY CONTROL
 TF1421  ___________________________________________________________________
 TF1421* NAD 83(1986)-  48 45 48.     (N)    101 38 57.     (W)     SCALED    
 TF1421* NAVD 88     -       525.993  (meters)    1725.70   (feet)  ADJUSTED  
 TF1421  ___________________________________________________________________
 TF1421  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 TF1421  DYNAMIC HT  -         526.105 (meters)    1726.06  (feet)  COMP
 TF1421  MODELED GRAV-     980,805.3   (mgal)                       NAVD 88
 TF1421
 TF1421  VERT ORDER  -  SECOND    CLASS 0
 TF1421
 TF1421.The horizontal coordinates were scaled from a topographic map and have
 TF1421.an estimated accuracy of +/- 6 seconds.
 TF1421
 TF1421.The orthometric height was determined by differential leveling
 TF1421.and adjusted by the National Geodetic Survey in June 1991..
 TF1421
 TF1421.The geoid height was determined by GEOID03.
 TF1421
 TF1421.The dynamic height is computed by dividing the NAVD 88
 TF1421.geopotential number by the normal gravity value computed on the
 TF1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1421.degrees latitude (g = 980.6199 gals.).
 TF1421
 TF1421.The modeled gravity was interpolated from observed gravity values.
 TF1421
 TF1421;                    North         East    Units  Estimated Accuracy
 TF1421;SPC ND N     -   196,690.      515,520.      MT  (+/- 180 meters Scaled)
 TF1421
 TF1421                          SUPERSEDED SURVEY CONTROL
 TF1421
 TF1421  NGVD 29 (??/??/92)  525.617  (m)         1724.46   (f) ADJ UNCH    2 0
 TF1421
 TF1421.Superseded values are not recommended for survey control.
 TF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1421.See file dsdata.txt to determine how the superseded data were derived.
 TF1421
 TF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV053045(NAD 83)
 TF1421_MARKER: DB = BENCH MARK DISK
 TF1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1421_STAMPING: J 283 1963
 TF1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1421+STABILITY: SURFACE MOTION
 TF1421
 TF1421  HISTORY     - Date     Condition        Report By
 TF1421  HISTORY     - 1963     MONUMENTED       CGS
 TF1421
 TF1421                          STATION DESCRIPTION
 TF1421
 TF1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1421'6.35 MI W FROM MOHALL.
 TF1421'ABOUT 6.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1421'MOHALL, IN SECTION 13, T 161 N, R 85 W, AT THE INTERSECTION OF A
 TF1421'GRAVELED CROSS ROAD, AT THE SOUTHWEST CORNER OF A SMALL GROVE OF
 TF1421'TREES, 100 YARDS WEST OF AN OLD ABANDONED HOUSE, 100 FEET NORTH OF THE
 TF1421'CENTER LINE OF THE HIGHWAY, 81 FEET EAST OF THE CENTERLINE OF THE
 TF1421'CROSS ROAD, 2 FEET SOUTHWEST OF A POWER POLE, 1.5 FEET EAST OF A METAL
 TF1421'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 TF1421'THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0712 ***********************************************************************
 TF0712  DESIGNATION -  J 284
 TF0712  PID         -  TF0712
 TF0712  STATE/COUNTY-  ND/BOTTINEAU
 TF0712  USGS QUAD   -  ANTLER (1971)
 TF0712
 TF0712                         *CURRENT SURVEY CONTROL
 TF0712  ___________________________________________________________________
 TF0712* NAD 83(1986)-  48 57 55.     (N)    101 20 41.     (W)     SCALED    
 TF0712* NAVD 88     -       475.069  (meters)    1558.62   (feet)  ADJUSTED  
 TF0712  ___________________________________________________________________
 TF0712  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TF0712  DYNAMIC HT  -         475.185 (meters)    1559.00  (feet)  COMP
 TF0712  MODELED GRAV-     980,837.8   (mgal)                       NAVD 88
 TF0712
 TF0712  VERT ORDER  -  SECOND    CLASS 0
 TF0712
 TF0712.The horizontal coordinates were scaled from a topographic map and have
 TF0712.an estimated accuracy of +/- 6 seconds.
 TF0712
 TF0712.The orthometric height was determined by differential leveling
 TF0712.and adjusted by the National Geodetic Survey in June 1991..
 TF0712
 TF0712.The geoid height was determined by GEOID03.
 TF0712
 TF0712.The dynamic height is computed by dividing the NAVD 88
 TF0712.geopotential number by the normal gravity value computed on the
 TF0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0712.degrees latitude (g = 980.6199 gals.).
 TF0712
 TF0712.The modeled gravity was interpolated from observed gravity values.
 TF0712
 TF0712;                    North         East    Units  Estimated Accuracy
 TF0712;SPC ND N     -   218,860.      538,150.      MT  (+/- 180 meters Scaled)
 TF0712
 TF0712                          SUPERSEDED SURVEY CONTROL
 TF0712
 TF0712  NGVD 29 (??/??/92)  474.721  (m)         1557.48   (f) ADJ UNCH    2 0
 TF0712
 TF0712.Superseded values are not recommended for survey control.
 TF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0712.See file dsdata.txt to determine how the superseded data were derived.
 TF0712
 TF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV283262(NAD 83)
 TF0712_MARKER: DB = BENCH MARK DISK
 TF0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0712_STAMPING: J 284 1963
 TF0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0712+STABILITY: SURFACE MOTION
 TF0712
 TF0712  HISTORY     - Date     Condition        Report By
 TF0712  HISTORY     - 1963     MONUMENTED       CGS
 TF0712
 TF0712                          STATION DESCRIPTION
 TF0712
 TF0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0712'3.05 MI W FROM ANTLER.
 TF0712'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0712'RAILWAY STATION AT ANTLER, THENCE 2.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0712'AT A ROAD INTERSECTION, IN SECTION 8, T 163 N, R 82 W, 81 FEET SOUTH
 TF0712'OF THE CENTER LINE OF THE ROAD, 31 FEET WEST OF THE CENTER LINE OF A
 TF0712'NORTH-SOUTH ROAD, 1 1/2 FEET EAST OF A FENCE, 1.4 FEET SOUTH OF A
 TF0712'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF0712'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0844 ***********************************************************************
 TF0844  DESIGNATION -  J 285
 TF0844  PID         -  TF0844
 TF0844  STATE/COUNTY-  ND/BOTTINEAU
 TF0844  USGS QUAD   -  ANTLER SW (1980)
 TF0844
 TF0844                         *CURRENT SURVEY CONTROL
 TF0844  ___________________________________________________________________
 TF0844* NAD 83(1986)-  48 51 01.     (N)    101 25 53.     (W)     SCALED    
 TF0844* NAVD 88     -       475.707  (meters)    1560.72   (feet)  ADJUSTED  
 TF0844  ___________________________________________________________________
 TF0844  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 TF0844  DYNAMIC HT  -         475.814 (meters)    1561.07  (feet)  COMP
 TF0844  MODELED GRAV-     980,821.3   (mgal)                       NAVD 88
 TF0844
 TF0844  VERT ORDER  -  SECOND    CLASS 0
 TF0844
 TF0844.The horizontal coordinates were scaled from a topographic map and have
 TF0844.an estimated accuracy of +/- 6 seconds.
 TF0844
 TF0844.The orthometric height was determined by differential leveling
 TF0844.and adjusted by the National Geodetic Survey in June 1991..
 TF0844
 TF0844.The geoid height was determined by GEOID03.
 TF0844
 TF0844.The dynamic height is computed by dividing the NAVD 88
 TF0844.geopotential number by the normal gravity value computed on the
 TF0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0844.degrees latitude (g = 980.6199 gals.).
 TF0844
 TF0844.The modeled gravity was interpolated from observed gravity values.
 TF0844
 TF0844;                    North         East    Units  Estimated Accuracy
 TF0844;SPC ND N     -   206,140.      531,650.      MT  (+/- 180 meters Scaled)
 TF0844
 TF0844                          SUPERSEDED SURVEY CONTROL
 TF0844
 TF0844  NGVD 29 (??/??/92)  475.356  (m)         1559.56   (f) ADJ UNCH    2 0
 TF0844
 TF0844.Superseded values are not recommended for survey control.
 TF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0844.See file dsdata.txt to determine how the superseded data were derived.
 TF0844
 TF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV216136(NAD 83)
 TF0844_MARKER: DB = BENCH MARK DISK
 TF0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0844_STAMPING: J 285 1963
 TF0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0844+STABILITY: SURFACE MOTION
 TF0844
 TF0844  HISTORY     - Date     Condition        Report By
 TF0844  HISTORY     - 1963     MONUMENTED       CGS
 TF0844
 TF0844                          STATION DESCRIPTION
 TF0844
 TF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0844'9.65 MI NE FROM MOHALL.
 TF0844'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0844'MOHALL, THENCE 6.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 15, T
 TF0844'162 N, R 83 W, AT A JUNCTION WITH A ROAD LEADING EAST, ABOUT 0.15 MILE
 TF0844'SOUTHWEST OF A BRICK SCHOOLHOUSE, 90 FEET EAST OF THE CENTER LINE OF
 TF0844'THE ROAD, 62 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 4
 TF0844'FEET EAST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 TF0844'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF0844'PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1456 ***********************************************************************
 TF1456  DESIGNATION -  J 286
 TF1456  PID         -  TF1456
 TF1456  STATE/COUNTY-  ND/RENVILLE
 TF1456  USGS QUAD   -  MOHALL (1980)
 TF1456
 TF1456                         *CURRENT SURVEY CONTROL
 TF1456  ___________________________________________________________________
 TF1456* NAD 83(1986)-  48 51 01.     (N)    101 31 05.     (W)     SCALED    
 TF1456* NAVD 88     -       492.016  (meters)    1614.22   (feet)  ADJUSTED  
 TF1456  ___________________________________________________________________
 TF1456  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 TF1456  DYNAMIC HT  -         492.126 (meters)    1614.58  (feet)  COMP
 TF1456  MODELED GRAV-     980,818.5   (mgal)                       NAVD 88
 TF1456
 TF1456  VERT ORDER  -  SECOND    CLASS 0
 TF1456
 TF1456.The horizontal coordinates were scaled from a topographic map and have
 TF1456.an estimated accuracy of +/- 6 seconds.
 TF1456
 TF1456.The orthometric height was determined by differential leveling
 TF1456.and adjusted by the National Geodetic Survey in June 1991..
 TF1456
 TF1456.The geoid height was determined by GEOID03.
 TF1456
 TF1456.The dynamic height is computed by dividing the NAVD 88
 TF1456.geopotential number by the normal gravity value computed on the
 TF1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1456.degrees latitude (g = 980.6199 gals.).
 TF1456
 TF1456.The modeled gravity was interpolated from observed gravity values.
 TF1456
 TF1456;                    North         East    Units  Estimated Accuracy
 TF1456;SPC ND N     -   206,220.      525,280.      MT  (+/- 180 meters Scaled)
 TF1456
 TF1456                          SUPERSEDED SURVEY CONTROL
 TF1456
 TF1456  NGVD 29 (??/??/92)  491.652  (m)         1613.03   (f) ADJ UNCH    2 0
 TF1456
 TF1456.Superseded values are not recommended for survey control.
 TF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1456.See file dsdata.txt to determine how the superseded data were derived.
 TF1456
 TF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV152138(NAD 83)
 TF1456_MARKER: DB = BENCH MARK DISK
 TF1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1456_STAMPING: J 286 1963
 TF1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1456+STABILITY: SURFACE MOTION
 TF1456
 TF1456  HISTORY     - Date     Condition        Report By
 TF1456  HISTORY     - 1963     MONUMENTED       CGS
 TF1456
 TF1456                          STATION DESCRIPTION
 TF1456
 TF1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1456'6.35 MI N FROM MOHALL.
 TF1456'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1456'MOHALL, THENCE 6.0 MILES NORTH ALONG COUNTY ROAD 9, 0.15 MILES EAST OF
 TF1456'A GROVE OF TREES, 82 FEET NORTHEAST OF THE CENTER OF A ROAD
 TF1456'INTERSECTION, 72 FEET EAST OF THE CENTER LINE OF THE ROAD, 29 FEET
 TF1456'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, IN LINE WITH A
 TF1456'ROW OF TELEPHONE POLES, 10 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 TF1456'NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 TF1456'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1700 ***********************************************************************
 TF1700  DESIGNATION -  J 287
 TF1700  PID         -  TF1700
 TF1700  STATE/COUNTY-  ND/RENVILLE
 TF1700  USGS QUAD   -  MOHALL SW (1971)
 TF1700
 TF1700                         *CURRENT SURVEY CONTROL
 TF1700  ___________________________________________________________________
 TF1700* NAD 83(1986)-  48 51 52.     (N)    101 44 15.     (W)     SCALED    
 TF1700* NAVD 88     -       534.261  (meters)    1752.82   (feet)  ADJUSTED  
 TF1700  ___________________________________________________________________
 TF1700  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 TF1700  DYNAMIC HT  -         534.379 (meters)    1753.21  (feet)  COMP
 TF1700  MODELED GRAV-     980,813.8   (mgal)                       NAVD 88
 TF1700
 TF1700  VERT ORDER  -  SECOND    CLASS 0
 TF1700
 TF1700.The horizontal coordinates were scaled from a topographic map and have
 TF1700.an estimated accuracy of +/- 6 seconds.
 TF1700
 TF1700.The orthometric height was determined by differential leveling
 TF1700.and adjusted by the National Geodetic Survey in June 1991..
 TF1700
 TF1700.The geoid height was determined by GEOID03.
 TF1700
 TF1700.The dynamic height is computed by dividing the NAVD 88
 TF1700.geopotential number by the normal gravity value computed on the
 TF1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1700.degrees latitude (g = 980.6199 gals.).
 TF1700
 TF1700.The modeled gravity was interpolated from observed gravity values.
 TF1700
 TF1700;                    North         East    Units  Estimated Accuracy
 TF1700;SPC ND N     -   208,030.      509,210.      MT  (+/- 180 meters Scaled)
 TF1700
 TF1700                          SUPERSEDED SURVEY CONTROL
 TF1700
 TF1700  NGVD 29 (??/??/92)  533.890  (m)         1751.60   (f) ADJ UNCH    2 0
 TF1700
 TF1700.Superseded values are not recommended for survey control.
 TF1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1700.See file dsdata.txt to determine how the superseded data were derived.
 TF1700
 TF1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV992160(NAD 83)
 TF1700_MARKER: DB = BENCH MARK DISK
 TF1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1700_STAMPING: J 287 1963
 TF1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1700+STABILITY: SURFACE MOTION
 TF1700
 TF1700  HISTORY     - Date     Condition        Report By
 TF1700  HISTORY     - 1963     MONUMENTED       CGS
 TF1700
 TF1700                          STATION DESCRIPTION
 TF1700
 TF1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1700'11.8 MI SW FROM SHERWOOD.
 TF1700'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1700'SHERWOOD, THENCE 5.0 MILES WEST ALONG COUNTY ROAD 4, IN SECTION 17, T
 TF1700'162 N, R 85 W, AT THE NORTHWEST CORNER OF A GROVE OF TREES, 97 FEET
 TF1700'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 76 FEET SOUTH OF THE
 TF1700'CENTER LINE OF COUNTY ROAD 4, 56 FEET EAST OF THE CENTER LINE OF A
 TF1700'GRAVELED ROAD, 5 1/2 FEET WEST OF A TELEPHONE POLE BRACED BY A GUY
 TF1700'WIRE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A
 TF1700'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0133 ***********************************************************************
 SM0133  DESIGNATION -  J 288
 SM0133  PID         -  SM0133
 SM0133  STATE/COUNTY-  ND/NELSON
 SM0133  USGS QUAD   -  KLOTEN NW (1961)
 SM0133
 SM0133                         *CURRENT SURVEY CONTROL
 SM0133  ___________________________________________________________________
 SM0133* NAD 83(1986)-  47 41 11.     (N)    098 09 41.     (W)     SCALED    
 SM0133* NAVD 88     -       442.437  (meters)    1451.56   (feet)  ADJUSTED  
 SM0133  ___________________________________________________________________
 SM0133  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 SM0133  DYNAMIC HT  -         442.504 (meters)    1451.78  (feet)  COMP
 SM0133  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 SM0133
 SM0133  VERT ORDER  -  SECOND    CLASS 0
 SM0133
 SM0133.The horizontal coordinates were scaled from a topographic map and have
 SM0133.an estimated accuracy of +/- 6 seconds.
 SM0133
 SM0133.The orthometric height was determined by differential leveling
 SM0133.and adjusted by the National Geodetic Survey in June 1991..
 SM0133
 SM0133.The geoid height was determined by GEOID03.
 SM0133
 SM0133.The dynamic height is computed by dividing the NAVD 88
 SM0133.geopotential number by the normal gravity value computed on the
 SM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0133.degrees latitude (g = 980.6199 gals.).
 SM0133
 SM0133.The modeled gravity was interpolated from observed gravity values.
 SM0133
 SM0133;                    North         East    Units  Estimated Accuracy
 SM0133;SPC ND N     -    78,980.      775,540.      MT  (+/- 180 meters Scaled)
 SM0133
 SM0133                          SUPERSEDED SURVEY CONTROL
 SM0133
 SM0133  NGVD 29 (??/??/92)  442.081  (m)         1450.39   (f) ADJ UNCH    2 0
 SM0133
 SM0133.Superseded values are not recommended for survey control.
 SM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0133.See file dsdata.txt to determine how the superseded data were derived.
 SM0133
 SM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629817(NAD 83)
 SM0133_MARKER: DB = BENCH MARK DISK
 SM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0133_STAMPING: J 288 1963
 SM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0133+STABILITY: SURFACE MOTION
 SM0133
 SM0133  HISTORY     - Date     Condition        Report By
 SM0133  HISTORY     - 1963     MONUMENTED       CGS
 SM0133
 SM0133                          STATION DESCRIPTION
 SM0133
 SM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0133'5.9 MI S FROM MCVILLE.
 SM0133'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0133'STATION AT MCVILLE, THENCE 5.0 MILES SOUTH ALONG COUNTY ROAD 35, IN
 SM0133'SECTION 35, T 149 N, R 59 W, 44 FEET WEST OF THE CENTER LINE OF COUNTY
 SM0133'ROAD 35, 68 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 20, 5 FEET
 SM0133'WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 SM0133'4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SM0133'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0292 ***********************************************************************
 SM0292  DESIGNATION -  J 289
 SM0292  PID         -  SM0292
 SM0292  STATE/COUNTY-  ND/NELSON
 SM0292  USGS QUAD   -  KLOTEN NW (1961)
 SM0292
 SM0292                         *CURRENT SURVEY CONTROL
 SM0292  ___________________________________________________________________
 SM0292* NAD 83(1986)-  47 42 29.     (N)    098 13 20.     (W)     SCALED    
 SM0292* NAVD 88     -       448.575  (meters)    1471.70   (feet)  ADJUSTED  
 SM0292  ___________________________________________________________________
 SM0292  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 SM0292  DYNAMIC HT  -         448.646 (meters)    1471.93  (feet)  COMP
 SM0292  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 SM0292
 SM0292  VERT ORDER  -  SECOND    CLASS 0
 SM0292
 SM0292.The horizontal coordinates were scaled from a topographic map and have
 SM0292.an estimated accuracy of +/- 6 seconds.
 SM0292
 SM0292.The orthometric height was determined by differential leveling
 SM0292.and adjusted by the National Geodetic Survey in June 1991..
 SM0292
 SM0292.The geoid height was determined by GEOID03.
 SM0292
 SM0292.The dynamic height is computed by dividing the NAVD 88
 SM0292.geopotential number by the normal gravity value computed on the
 SM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0292.degrees latitude (g = 980.6199 gals.).
 SM0292
 SM0292.The modeled gravity was interpolated from observed gravity values.
 SM0292
 SM0292;                    North         East    Units  Estimated Accuracy
 SM0292;SPC ND N     -    81,250.      770,910.      MT  (+/- 180 meters Scaled)
 SM0292
 SM0292                          SUPERSEDED SURVEY CONTROL
 SM0292
 SM0292  NGVD 29 (??/??/92)  448.221  (m)         1470.54   (f) ADJ UNCH    2 0
 SM0292
 SM0292.Superseded values are not recommended for survey control.
 SM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0292.See file dsdata.txt to determine how the superseded data were derived.
 SM0292
 SM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT583841(NAD 83)
 SM0292_MARKER: DB = BENCH MARK DISK
 SM0292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0292_SP_SET: 12 FT
 SM0292_STAMPING: J 289 1963
 SM0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0292
 SM0292  HISTORY     - Date     Condition        Report By
 SM0292  HISTORY     - 1963     MONUMENTED       CGS
 SM0292
 SM0292                          STATION DESCRIPTION
 SM0292
 SM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0292'7.2 MI SW FROM MCVILLE.
 SM0292'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0292'AT MCVILLE, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 2.9
 SM0292'MILES WEST ALONG A ROAD, OR ABOUT 3.0 MILES SOUTHEAST ALONG THE GREAT
 SM0292'NORTHERN RAILWAY FROM THE STATION AT PEKIN, THENCE 0.5 MILE SOUTH
 SM0292'ACROSS COUNTRY, THENCE 0.25 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SM0292'0.65 MILE SOUTH ALONG A TRAIL ROAD TO THE JUNCTION OF THE TRAIL ROAD
 SM0292'AND AN EAST-WEST ROAD, THENCE 0.15 MILE SOUTH ACROSS COUNTRY TO A
 SM0292'FENCE CORNER, THENCE 0.5 MILE SOUTH ALONG A FENCE LINE TO A GRAVELED
 SM0292'ROAD JUNCTION, THENCE 2.05 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 SM0292'2.0 MILES EAST ALONG COUNTY ROAD 18, THENCE 0.6 MILE SOUTH ALONG A
 SM0292'FIELD ROAD, IN SECTION 21, T 149 N, R 59 W, AT THE TOP OF A HILL, 93
 SM0292'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH OF A FENCE,
 SM0292'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 SM0292'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 SM0292'OF 12 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0429 ***********************************************************************
 RP0429  DESIGNATION -  J 29
 RP0429  PID         -  RP0429
 RP0429  STATE/COUNTY-  ND/RANSOM
 RP0429  USGS QUAD   -  SHELDON (1960)
 RP0429
 RP0429                         *CURRENT SURVEY CONTROL
 RP0429  ___________________________________________________________________
 RP0429* NAD 83(1986)-  46 31 43.     (N)    097 29 45.     (W)     SCALED    
 RP0429* NAVD 88     -       330.982  (meters)    1085.90   (feet)  ADJUSTED  
 RP0429  ___________________________________________________________________
 RP0429  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 RP0429  DYNAMIC HT  -         330.998 (meters)    1085.95  (feet)  COMP
 RP0429  MODELED GRAV-     980,651.3   (mgal)                       NAVD 88
 RP0429
 RP0429  VERT ORDER  -  SECOND    CLASS 0
 RP0429
 RP0429.The horizontal coordinates were scaled from a topographic map and have
 RP0429.an estimated accuracy of +/- 6 seconds.
 RP0429
 RP0429.The orthometric height was determined by differential leveling
 RP0429.and adjusted by the National Geodetic Survey in June 1991..
 RP0429
 RP0429.The geoid height was determined by GEOID03.
 RP0429
 RP0429.The dynamic height is computed by dividing the NAVD 88
 RP0429.geopotential number by the normal gravity value computed on the
 RP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0429.degrees latitude (g = 980.6199 gals.).
 RP0429
 RP0429.The modeled gravity was interpolated from observed gravity values.
 RP0429
 RP0429;                    North         East    Units  Estimated Accuracy
 RP0429;SPC ND S     -   100,220.      830,420.      MT  (+/- 180 meters Scaled)
 RP0429
 RP0429                          SUPERSEDED SURVEY CONTROL
 RP0429
 RP0429  NGVD 29 (??/??/92)  330.681  (m)         1084.91   (f) ADJ UNCH    2 0
 RP0429
 RP0429.Superseded values are not recommended for survey control.
 RP0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0429.See file dsdata.txt to determine how the superseded data were derived.
 RP0429
 RP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS153538(NAD 83)
 RP0429_MARKER: DB = BENCH MARK DISK
 RP0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0429_STAMPING: J 29 1934
 RP0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0429+STABILITY: SURFACE MOTION
 RP0429
 RP0429  HISTORY     - Date     Condition        Report By
 RP0429  HISTORY     - 1934     MONUMENTED       CGS
 RP0429  HISTORY     - 1959     GOOD             USGS
 RP0429
 RP0429                          STATION DESCRIPTION
 RP0429
 RP0429'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 RP0429'IN ANSELM.
 RP0429'AT ANSELM, RANSOM COUNTY, 150 FEET SOUTHEAST OF THE SEMAPHORE SIGNAL
 RP0429'AT THE SOO LINE RAILROAD STATION, 17 FEET SOUTHWEST OF THE CENTERLINE
 RP0429'OF THE MAIN TRACK, 18 FEET SOUTHEAST OF A POLE AND 115 FEET SOUTHEAST
 RP0429'ALONG THE RAILROAD FROM THE SOUTHEAST END OF THE STATION.  A STANDARD
 RP0429'DISK, STAMPED J 29 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RP0429'THE SEMAPHORE SIGNAL HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0744 ***********************************************************************
 SM0744  DESIGNATION -  J 290
 SM0744  PID         -  SM0744
 SM0744  STATE/COUNTY-  ND/NELSON
 SM0744  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0744
 SM0744                         *CURRENT SURVEY CONTROL
 SM0744  ___________________________________________________________________
 SM0744* NAD 83(1986)-  47 44 41.     (N)    098 30 14.     (W)     SCALED    
 SM0744* NAVD 88     -       450.239  (meters)    1477.16   (feet)  ADJUSTED  
 SM0744  ___________________________________________________________________
 SM0744  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SM0744  DYNAMIC HT  -         450.307 (meters)    1477.38  (feet)  COMP
 SM0744  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 SM0744
 SM0744  VERT ORDER  -  SECOND    CLASS 0
 SM0744
 SM0744.The horizontal coordinates were scaled from a topographic map and have
 SM0744.an estimated accuracy of +/- 6 seconds.
 SM0744
 SM0744.The orthometric height was determined by differential leveling
 SM0744.and adjusted by the National Geodetic Survey in June 1991..
 SM0744
 SM0744.The geoid height was determined by GEOID03.
 SM0744
 SM0744.The dynamic height is computed by dividing the NAVD 88
 SM0744.geopotential number by the normal gravity value computed on the
 SM0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0744.degrees latitude (g = 980.6199 gals.).
 SM0744
 SM0744.The modeled gravity was interpolated from observed gravity values.
 SM0744
 SM0744;                    North         East    Units  Estimated Accuracy
 SM0744;SPC ND N     -    84,740.      749,670.      MT  (+/- 180 meters Scaled)
 SM0744
 SM0744                          SUPERSEDED SURVEY CONTROL
 SM0744
 SM0744  NGVD 29 (??/??/92)  449.880  (m)         1475.98   (f) ADJ UNCH    2 0
 SM0744
 SM0744.Superseded values are not recommended for survey control.
 SM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0744.See file dsdata.txt to determine how the superseded data were derived.
 SM0744
 SM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT371880(NAD 83)
 SM0744_MARKER: DB = BENCH MARK DISK
 SM0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0744_STAMPING: J 290 1963
 SM0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0744+STABILITY: SURFACE MOTION
 SM0744
 SM0744  HISTORY     - Date     Condition        Report By
 SM0744  HISTORY     - 1963     MONUMENTED       CGS
 SM0744
 SM0744                          STATION DESCRIPTION
 SM0744
 SM0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0744'8.85 MI SW FROM TOLNA.
 SM0744'5.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0744'STATION AT TOLNA, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 SM0744'1.0 MILE WEST ALONG A TRACK ROAD, IN SECTION 5, T 150 N, R 61 W, 0.5
 SM0744'MILE NORTH OF A CHURCH, 0.45 MILE SOUTH OF A GROVE OF TREES, 28 FEET
 SM0744'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 90 FEET EAST OF THE CENTER
 SM0744'LINE OF A NORTH-SOUTH GRAVELED ROAD, 56 FEET EAST OF A CORNER FENCE
 SM0744'POST, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 SM0744'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0754 ***********************************************************************
 SM0754  DESIGNATION -  J 291
 SM0754  PID         -  SM0754
 SM0754  STATE/COUNTY-  ND/NELSON
 SM0754  USGS QUAD   -  DEVILS LAKE MOUNTAIN (1975)
 SM0754
 SM0754                         *CURRENT SURVEY CONTROL
 SM0754  ___________________________________________________________________
 SM0754* NAD 83(1986)-  47 59 28.     (N)    098 30 16.     (W)     SCALED    
 SM0754* NAVD 88     -       460.012  (meters)    1509.22   (feet)  ADJUSTED  
 SM0754  ___________________________________________________________________
 SM0754  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 SM0754  DYNAMIC HT  -         460.085 (meters)    1509.46  (feet)  COMP
 SM0754  MODELED GRAV-     980,755.8   (mgal)                       NAVD 88
 SM0754
 SM0754  VERT ORDER  -  SECOND    CLASS 0
 SM0754
 SM0754.The horizontal coordinates were scaled from a topographic map and have
 SM0754.an estimated accuracy of +/- 6 seconds.
 SM0754
 SM0754.The orthometric height was determined by differential leveling
 SM0754.and adjusted by the National Geodetic Survey in June 1991..
 SM0754
 SM0754.The geoid height was determined by GEOID03.
 SM0754
 SM0754.The dynamic height is computed by dividing the NAVD 88
 SM0754.geopotential number by the normal gravity value computed on the
 SM0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0754.degrees latitude (g = 980.6199 gals.).
 SM0754
 SM0754.The modeled gravity was interpolated from observed gravity values.
 SM0754
 SM0754;                    North         East    Units  Estimated Accuracy
 SM0754;SPC ND N     -   112,120.      748,920.      MT  (+/- 180 meters Scaled)
 SM0754
 SM0754                          SUPERSEDED SURVEY CONTROL
 SM0754
 SM0754  NGVD 29 (??/??/92)  459.634  (m)         1507.98   (f) ADJ UNCH    2 0
 SM0754
 SM0754.Superseded values are not recommended for survey control.
 SM0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0754.See file dsdata.txt to determine how the superseded data were derived.
 SM0754
 SM0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU369154(NAD 83)
 SM0754_MARKER: DB = BENCH MARK DISK
 SM0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0754_STAMPING: J 291 1963
 SM0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0754+STABILITY: SURFACE MOTION
 SM0754
 SM0754  HISTORY     - Date     Condition        Report By
 SM0754  HISTORY     - 1963     MONUMENTED       CGS
 SM0754
 SM0754                          STATION DESCRIPTION
 SM0754
 SM0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0754'7.15 MI SW FROM BARTLETT.
 SM0754'4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0754'STATION AT BARTLETT, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, IN
 SM0754'SECTION 7, T 152, R 61 W, 100 FEET NORTHWEST OF THE CENTER OF A ROAD
 SM0754'JUNCTION, 74 FEET NORTH OF THE CENTER LINE OF THE ROAD, 66 FEET WEST
 SM0754'OF THE CENTER LINE OF THE GRAVELED ROAD LEADING NORTH, 7 FEET EAST OF
 SM0754'A POWER POLE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 SM0754'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0754'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0222 ***********************************************************************
 SM0222  DESIGNATION -  J 292
 SM0222  PID         -  SM0222
 SM0222  STATE/COUNTY-  ND/NELSON
 SM0222  USGS QUAD   -  LAMBS LAKE (1971)
 SM0222
 SM0222                         *CURRENT SURVEY CONTROL
 SM0222  ___________________________________________________________________
 SM0222* NAD 83(1986)-  47 54 10.     (N)    098 06 55.     (W)     SCALED    
 SM0222* NAVD 88     -       466.009  (meters)    1528.90   (feet)  ADJUSTED  
 SM0222  ___________________________________________________________________
 SM0222  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 SM0222  DYNAMIC HT  -         466.088 (meters)    1529.16  (feet)  COMP
 SM0222  MODELED GRAV-     980,766.6   (mgal)                       NAVD 88
 SM0222
 SM0222  VERT ORDER  -  SECOND    CLASS 0
 SM0222
 SM0222.The horizontal coordinates were scaled from a topographic map and have
 SM0222.an estimated accuracy of +/- 6 seconds.
 SM0222
 SM0222.The orthometric height was determined by differential leveling
 SM0222.and adjusted by the National Geodetic Survey in June 1991..
 SM0222
 SM0222.The geoid height was determined by GEOID03.
 SM0222
 SM0222.The dynamic height is computed by dividing the NAVD 88
 SM0222.geopotential number by the normal gravity value computed on the
 SM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0222.degrees latitude (g = 980.6199 gals.).
 SM0222
 SM0222.The modeled gravity was interpolated from observed gravity values.
 SM0222
 SM0222;                    North         East    Units  Estimated Accuracy
 SM0222;SPC ND N     -   103,130.      778,260.      MT  (+/- 180 meters Scaled)
 SM0222
 SM0222                          SUPERSEDED SURVEY CONTROL
 SM0222
 SM0222  NGVD 29 (??/??/92)  465.642  (m)         1527.69   (f) ADJ UNCH    2 0
 SM0222
 SM0222.Superseded values are not recommended for survey control.
 SM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0222.See file dsdata.txt to determine how the superseded data were derived.
 SM0222
 SM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU661058(NAD 83)
 SM0222_MARKER: DB = BENCH MARK DISK
 SM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0222_STAMPING: J 292 1963
 SM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0222+STABILITY: SURFACE MOTION
 SM0222
 SM0222  HISTORY     - Date     Condition        Report By
 SM0222  HISTORY     - 1963     MONUMENTED       CGS
 SM0222
 SM0222                          STATION DESCRIPTION
 SM0222
 SM0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0222'8.4 MI S FROM MICHIGAN.
 SM0222'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0222'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0222'2, THENCE 8.1 MILES SOUTH ALONG COUNTY ROAD 35, IN SECTION 17, T 151,
 SM0222'R 58 W, AT AN INTERSECTION OF GRAVELED ROADS, 102 FEET NORTH-NORTHEAST
 SM0222'OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 123 FEET EAST OF THE CENTER
 SM0222'LINE OF A GRAVELED ROAD LEADING SOUTH, 69 FEET SOUTH OF THE CENTER
 SM0222'LINE OF COUNTY ROAD 4 LEADING EAST, 100 1/2 FEET WEST OF A POWER POLE,
 SM0222'6 FEET SOUTH OF A 4X4-INCH WOODEN HIGHWAY MARKER, 1.5 FEET SOUTH OF A
 SM0222'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 SM0222'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0022 ***********************************************************************
 SM0022  DESIGNATION -  J 293
 SM0022  PID         -  SM0022
 SM0022  STATE/COUNTY-  ND/NELSON
 SM0022  USGS QUAD   -  PEKIN NE (1951)
 SM0022
 SM0022                         *CURRENT SURVEY CONTROL
 SM0022  ___________________________________________________________________
 SM0022* NAD 83(1986)-  47 55 14.     (N)    098 19 58.     (W)     SCALED    
 SM0022* NAVD 88     -       457.905  (meters)    1502.31   (feet)  ADJUSTED  
 SM0022  ___________________________________________________________________
 SM0022  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 SM0022  DYNAMIC HT  -         457.986 (meters)    1502.58  (feet)  COMP
 SM0022  MODELED GRAV-     980,774.0   (mgal)                       NAVD 88
 SM0022
 SM0022  VERT ORDER  -  SECOND    CLASS 0
 SM0022
 SM0022.The horizontal coordinates were scaled from a topographic map and have
 SM0022.an estimated accuracy of +/- 6 seconds.
 SM0022
 SM0022.The orthometric height was determined by differential leveling
 SM0022.and adjusted by the National Geodetic Survey in June 1991..
 SM0022
 SM0022.The geoid height was determined by GEOID03.
 SM0022
 SM0022.The dynamic height is computed by dividing the NAVD 88
 SM0022.geopotential number by the normal gravity value computed on the
 SM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0022.degrees latitude (g = 980.6199 gals.).
 SM0022
 SM0022.The modeled gravity was interpolated from observed gravity values.
 SM0022
 SM0022;                    North         East    Units  Estimated Accuracy
 SM0022;SPC ND N     -   104,630.      761,950.      MT  (+/- 180 meters Scaled)
 SM0022
 SM0022                          SUPERSEDED SURVEY CONTROL
 SM0022
 SM0022  NGVD 29 (??/??/92)  457.546  (m)         1501.13   (f) ADJ UNCH    2 0
 SM0022
 SM0022.Superseded values are not recommended for survey control.
 SM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0022.See file dsdata.txt to determine how the superseded data were derived.
 SM0022
 SM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU498076(NAD 83)
 SM0022_MARKER: DB = BENCH MARK DISK
 SM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0022_STAMPING: J 293 1963
 SM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0022+STABILITY: SURFACE MOTION
 SM0022
 SM0022  HISTORY     - Date     Condition        Report By
 SM0022  HISTORY     - 1963     MONUMENTED       CGS
 SM0022
 SM0022                          STATION DESCRIPTION
 SM0022
 SM0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0022'8.6 MI S FROM LAKOTA.
 SM0022'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0022'AT LAKOTA, THENCE 8.2 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION 3,
 SM0022'T 151 N, R 60 W, ABOUT 0.2 MILE NORTH OF A ROAD INTERSECTION, ABOUT
 SM0022'0.1 MILE NORTH OF A PRIVATE DRIVEWAY LEADING EAST TO A FARM HOUSE, 96
 SM0022'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET SOUTH OF THE
 SM0022'CENTER LINE OF A FIELD ENTRANCE ROAD, 2 1/2 FEET NORTH OF A FENCE
 SM0022'CORNER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SM0022'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0022'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0083 ***********************************************************************
 SM0083  DESIGNATION -  J 294 RESET
 SM0083  PID         -  SM0083
 SM0083  STATE/COUNTY-  ND/GRIGGS
 SM0083  USGS QUAD   -  KLOTEN SE (1967)
 SM0083
 SM0083                         *CURRENT SURVEY CONTROL
 SM0083  ___________________________________________________________________
 SM0083* NAD 83(1986)-  47 32 38.     (N)    098 04 24.     (W)     SCALED    
 SM0083* NAVD 88     -       436.64   (+/-2cm)    1432.5    (feet)  VERTCON   
 SM0083  ___________________________________________________________________
 SM0083  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 SM0083
 SM0083  VERT ORDER  -  THIRD (See Below)
 SM0083
 SM0083.The horizontal coordinates were scaled from a topographic map and have
 SM0083.an estimated accuracy of +/- 6 seconds.
 SM0083
 SM0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0083.The vertical order pertains to the NGVD 29 superseded value.
 SM0083
 SM0083.The geoid height was determined by GEOID03.
 SM0083
 SM0083;                    North         East    Units  Estimated Accuracy
 SM0083;SPC ND N     -    63,350.      782,650.      MT  (+/- 180 meters Scaled)
 SM0083
 SM0083                          SUPERSEDED SURVEY CONTROL
 SM0083
 SM0083  NGVD 29 (11/04/04)  436.27   (m)         1431.3    (f) RESET       3  
 SM0083
 SM0083.Superseded values are not recommended for survey control.
 SM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0083.See file dsdata.txt to determine how the superseded data were derived.
 SM0083
 SM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT697660(NAD 83)
 SM0083_MARKER: DB = BENCH MARK DISK
 SM0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0083_STAMPING: J 294 RESET 1965
 SM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0083+STABILITY: SURFACE MOTION
 SM0083
 SM0083  HISTORY     - Date     Condition        Report By
 SM0083  HISTORY     - 1965     MONUMENTED       CGS
 SM0083
 SM0083                          STATION DESCRIPTION
 SM0083
 SM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0083'10.25 MI N FROM COOPERSTOWN.
 SM0083'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0083'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH AND 2.85 MILES
 SM0083'EAST ALONG STATE HIGHWAY 45, AT THE TOP OF A LONG HILL, 175 FEET NORTH
 SM0083'OF THE CENTER LINE OF STATE HIGHWAY 45, 29.5 FEET WEST OF A TELEPHONE
 SM0083'POLE, 2.5 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET EAST OF A METAL
 SM0083'WITNESS POST, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A ROUND
 SM0083'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1058 ***********************************************************************
 SL1058  DESIGNATION -  J 295
 SL1058  PID         -  SL1058
 SL1058  STATE/COUNTY-  ND/STEELE
 SL1058  USGS QUAD   -  FINLEY (1967)
 SL1058
 SL1058                         *CURRENT SURVEY CONTROL
 SL1058  ___________________________________________________________________
 SL1058* NAD 83(1986)-  47 36 02.     (N)    097 50 11.     (W)     SCALED    
 SL1058* NAVD 88     -       438.696  (meters)    1439.29   (feet)  ADJUSTED  
 SL1058  ___________________________________________________________________
 SL1058  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL1058  DYNAMIC HT  -         438.749 (meters)    1439.46  (feet)  COMP
 SL1058  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 SL1058
 SL1058  VERT ORDER  -  SECOND    CLASS 0
 SL1058
 SL1058.The horizontal coordinates were scaled from a topographic map and have
 SL1058.an estimated accuracy of +/- 6 seconds.
 SL1058
 SL1058.The orthometric height was determined by differential leveling
 SL1058.and adjusted by the National Geodetic Survey in June 1991..
 SL1058
 SL1058.The geoid height was determined by GEOID03.
 SL1058
 SL1058.The dynamic height is computed by dividing the NAVD 88
 SL1058.geopotential number by the normal gravity value computed on the
 SL1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1058.degrees latitude (g = 980.6199 gals.).
 SL1058
 SL1058.The modeled gravity was interpolated from observed gravity values.
 SL1058
 SL1058;                    North         East    Units  Estimated Accuracy
 SL1058;SPC ND N     -    70,230.      800,260.      MT  (+/- 180 meters Scaled)
 SL1058
 SL1058                          SUPERSEDED SURVEY CONTROL
 SL1058
 SL1058  NGVD 29 (??/??/92)  438.327  (m)         1438.08   (f) ADJ UNCH    2 0
 SL1058
 SL1058.Superseded values are not recommended for survey control.
 SL1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1058.See file dsdata.txt to determine how the superseded data were derived.
 SL1058
 SL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT874725(NAD 83)
 SL1058_MARKER: DB = BENCH MARK DISK
 SL1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1058_STAMPING: J 295 1963
 SL1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1058+STABILITY: SURFACE MOTION
 SL1058
 SL1058  HISTORY     - Date     Condition        Report By
 SL1058  HISTORY     - 1963     MONUMENTED       CGS
 SL1058
 SL1058                          STATION DESCRIPTION
 SL1058
 SL1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1058'2.85 MI E FROM SHARON.
 SL1058'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINTY LUTHERAN
 SL1058'CHURCH AT SHARON, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, ABOUT
 SL1058'0.1 MILE NORTHEAST OF THE CENTER OF A CURVE IN STATE HIGHWAY 32, 0.05
 SL1058'MILE WEST OF THE INTERSECTION WITH A NORTH-SOUTH ROAD AND ON THE
 SL1058'NORTHEAST POINT OF A TRIANGLE FORMED BY THE ROADS, IN SECTION 31, T
 SL1058'148 N, R 56 W, 66 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET
 SL1058'EAST OF A POWER POLE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 SL1058'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL1058'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0945 ***********************************************************************
 SL0945  DESIGNATION -  J 296
 SL0945  PID         -  SL0945
 SL0945  STATE/COUNTY-  ND/NELSON
 SL0945  USGS QUAD   -  LAKE PICKARD (1971)
 SL0945
 SL0945                         *CURRENT SURVEY CONTROL
 SL0945  ___________________________________________________________________
 SL0945* NAD 83(1986)-  47 53 21.     (N)    097 52 55.     (W)     SCALED    
 SL0945* NAVD 88     -       454.463  (meters)    1491.02   (feet)  ADJUSTED  
 SL0945  ___________________________________________________________________
 SL0945  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0945  DYNAMIC HT  -         454.532 (meters)    1491.24  (feet)  COMP
 SL0945  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 SL0945
 SL0945  VERT ORDER  -  SECOND    CLASS 0
 SL0945
 SL0945.The horizontal coordinates were scaled from a topographic map and have
 SL0945.an estimated accuracy of +/- 6 seconds.
 SL0945
 SL0945.The orthometric height was determined by differential leveling
 SL0945.and adjusted by the National Geodetic Survey in June 1991..
 SL0945
 SL0945.The geoid height was determined by GEOID03.
 SL0945
 SL0945.The dynamic height is computed by dividing the NAVD 88
 SL0945.geopotential number by the normal gravity value computed on the
 SL0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0945.degrees latitude (g = 980.6199 gals.).
 SL0945
 SL0945.The modeled gravity was interpolated from observed gravity values.
 SL0945
 SL0945;                    North         East    Units  Estimated Accuracy
 SL0945;SPC ND N     -   102,190.      795,740.      MT  (+/- 180 meters Scaled)
 SL0945
 SL0945                          SUPERSEDED SURVEY CONTROL
 SL0945
 SL0945  NGVD 29 (??/??/92)  454.089  (m)         1489.79   (f) ADJ UNCH    2 0
 SL0945
 SL0945.Superseded values are not recommended for survey control.
 SL0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0945.See file dsdata.txt to determine how the superseded data were derived.
 SL0945
 SL0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU835045(NAD 83)
 SL0945_MARKER: DB = BENCH MARK DISK
 SL0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0945_STAMPING: J 296 1963
 SL0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0945+STABILITY: SURFACE MOTION
 SL0945
 SL0945  HISTORY     - Date     Condition        Report By
 SL0945  HISTORY     - 1963     MONUMENTED       CGS
 SL0945
 SL0945                          STATION DESCRIPTION
 SL0945
 SL0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0945'7.85 MI S FROM NIAGARA.
 SL0945'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0945'AT NIAGARA, THENCE 7.35 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION
 SL0945'24, T 151 N, R 57 W, 80 FEET SOUTHWEST OF THE CENTER OF THE
 SL0945'INTERSECTION WITH COUNTY ROAD 9 AND A GRAVELED ROAD WEST AND A TRAIL
 SL0945'ROAD EAST, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 55 FEET SOUTH
 SL0945'OF THE CENTER LINE OF THE GRAVELED ROAD, 4 FEET SOUTH OF A TELEPHONE
 SL0945'POLE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SL0945'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SL0945'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1089 ***********************************************************************
 SL1089  DESIGNATION -  J 297
 SL1089  PID         -  SL1089
 SL1089  STATE/COUNTY-  ND/GRAND FORKS
 SL1089  USGS QUAD   -  LOGAN CENTER (1963)
 SL1089
 SL1089                         *CURRENT SURVEY CONTROL
 SL1089  ___________________________________________________________________
 SL1089* NAD 83(1986)-  47 48 12.     (N)    097 46 29.     (W)     SCALED    
 SL1089* NAVD 88     -       413.351  (meters)    1356.14   (feet)  ADJUSTED  
 SL1089  ___________________________________________________________________
 SL1089  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 SL1089  DYNAMIC HT  -         413.413 (meters)    1356.34  (feet)  COMP
 SL1089  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 SL1089
 SL1089  VERT ORDER  -  SECOND    CLASS 0
 SL1089
 SL1089.The horizontal coordinates were scaled from a topographic map and have
 SL1089.an estimated accuracy of +/- 6 seconds.
 SL1089
 SL1089.The orthometric height was determined by differential leveling
 SL1089.and adjusted by the National Geodetic Survey in June 1991..
 SL1089
 SL1089.The geoid height was determined by GEOID03.
 SL1089
 SL1089.The dynamic height is computed by dividing the NAVD 88
 SL1089.geopotential number by the normal gravity value computed on the
 SL1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1089.degrees latitude (g = 980.6199 gals.).
 SL1089
 SL1089.The modeled gravity was interpolated from observed gravity values.
 SL1089
 SL1089;                    North         East    Units  Estimated Accuracy
 SL1089;SPC ND N     -    92,930.      804,090.      MT  (+/- 180 meters Scaled)
 SL1089
 SL1089                          SUPERSEDED SURVEY CONTROL
 SL1089
 SL1089  NGVD 29 (??/??/92)  412.983  (m)         1354.93   (f) ADJ UNCH    2 0
 SL1089
 SL1089.Superseded values are not recommended for survey control.
 SL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1089.See file dsdata.txt to determine how the superseded data were derived.
 SL1089
 SL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT917951(NAD 83)
 SL1089_MARKER: DB = BENCH MARK DISK
 SL1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1089_STAMPING: J 297 1963
 SL1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1089+STABILITY: SURFACE MOTION
 SL1089
 SL1089  HISTORY     - Date     Condition        Report By
 SL1089  HISTORY     - 1963     MONUMENTED       CGS
 SL1089
 SL1089                          STATION DESCRIPTION
 SL1089
 SL1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1089'15.2 MI NW FROM NORTHWOOD.
 SL1089'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1089'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1089'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL1089'WEST ALONG STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVEL
 SL1089'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SL1089'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A TRAIL ROAD,
 SL1089'IN SECTION 13, T 150 N, R 56 W, 61 FEET NORTHEAST OF THE CENTER OF THE
 SL1089'INTERSECTION WITH A NORTH-SOUTH GRAVELED ROAD, 42 FEET NORTH OF THE
 SL1089'CENTER LINE OF THE ROAD, 45 FEET EAST OF THE NORTH-SOUTH ROAD, 3 1/2
 SL1089'FEET EAST OF A POWER POLE 1.4 FEET NORTH OF A METAL WITNESS POST,
 SL1089'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL1089'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0918 ***********************************************************************
 SL0918  DESIGNATION -  J 298
 SL0918  PID         -  SL0918
 SL0918  STATE/COUNTY-  ND/NELSON
 SL0918  USGS QUAD   -  LAKE PICKARD (1971)
 SL0918
 SL0918                         *CURRENT SURVEY CONTROL
 SL0918  ___________________________________________________________________
 SL0918* NAD 83(1986)-  47 53 16.     (N)    097 59 24.     (W)     SCALED    
 SL0918* NAVD 88     -       463.040  (meters)    1519.16   (feet)  ADJUSTED  
 SL0918  ___________________________________________________________________
 SL0918  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SL0918  DYNAMIC HT  -         463.114 (meters)    1519.40  (feet)  COMP
 SL0918  MODELED GRAV-     980,755.7   (mgal)                       NAVD 88
 SL0918
 SL0918  VERT ORDER  -  SECOND    CLASS 0
 SL0918
 SL0918.The horizontal coordinates were scaled from a topographic map and have
 SL0918.an estimated accuracy of +/- 6 seconds.
 SL0918
 SL0918.The orthometric height was determined by differential leveling
 SL0918.and adjusted by the National Geodetic Survey in June 1991..
 SL0918
 SL0918.The geoid height was determined by GEOID03.
 SL0918
 SL0918.The dynamic height is computed by dividing the NAVD 88
 SL0918.geopotential number by the normal gravity value computed on the
 SL0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0918.degrees latitude (g = 980.6199 gals.).
 SL0918
 SL0918.The modeled gravity was interpolated from observed gravity values.
 SL0918
 SL0918;                    North         East    Units  Estimated Accuracy
 SL0918;SPC ND N     -   101,760.      787,670.      MT  (+/- 180 meters Scaled)
 SL0918
 SL0918                          SUPERSEDED SURVEY CONTROL
 SL0918
 SL0918  NGVD 29 (??/??/92)  462.669  (m)         1517.94   (f) ADJ UNCH    2 0
 SL0918
 SL0918.Superseded values are not recommended for survey control.
 SL0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0918.See file dsdata.txt to determine how the superseded data were derived.
 SL0918
 SL0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU755043(NAD 83)
 SL0918_MARKER: DB = BENCH MARK DISK
 SL0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0918_STAMPING: J 298 1963
 SL0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0918+STABILITY: SURFACE MOTION
 SL0918
 SL0918  HISTORY     - Date     Condition        Report By
 SL0918  HISTORY     - 1963     MONUMENTED       CGS
 SL0918
 SL0918                          STATION DESCRIPTION
 SL0918
 SL0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0918'8.95 MI S FROM PETERSBURG.
 SL0918'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0918'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 8.1 MILES SOUTH ALONG
 SL0918'STATE HIGHWAY 32, IN SECTION 19, T 151 N, R 57 W, 140 FEET WEST OF THE
 SL0918'CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE NORTH EDGE OF A GROVE
 SL0918'OF TREES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0918'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0214 ***********************************************************************
 SM0214  DESIGNATION -  J 299
 SM0214  PID         -  SM0214
 SM0214  STATE/COUNTY-  ND/NELSON
 SM0214  USGS QUAD   -  BITTER LAKE (1971)
 SM0214
 SM0214                         *CURRENT SURVEY CONTROL
 SM0214  ___________________________________________________________________
 SM0214* NAD 83(1986)-  47 56 49.     (N)    098 09 35.     (W)     SCALED    
 SM0214* NAVD 88     -       460.876  (meters)    1512.06   (feet)  ADJUSTED  
 SM0214  ___________________________________________________________________
 SM0214  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0214  DYNAMIC HT  -         460.955 (meters)    1512.32  (feet)  COMP
 SM0214  MODELED GRAV-     980,768.1   (mgal)                       NAVD 88
 SM0214
 SM0214  VERT ORDER  -  SECOND    CLASS 0
 SM0214
 SM0214.The horizontal coordinates were scaled from a topographic map and have
 SM0214.an estimated accuracy of +/- 6 seconds.
 SM0214
 SM0214.The orthometric height was determined by differential leveling
 SM0214.and adjusted by the National Geodetic Survey in June 1991..
 SM0214
 SM0214.The geoid height was determined by GEOID03.
 SM0214
 SM0214.The dynamic height is computed by dividing the NAVD 88
 SM0214.geopotential number by the normal gravity value computed on the
 SM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0214.degrees latitude (g = 980.6199 gals.).
 SM0214
 SM0214.The modeled gravity was interpolated from observed gravity values.
 SM0214
 SM0214;                    North         East    Units  Estimated Accuracy
 SM0214;SPC ND N     -   107,940.      774,790.      MT  (+/- 180 meters Scaled)
 SM0214
 SM0214                          SUPERSEDED SURVEY CONTROL
 SM0214
 SM0214  NGVD 29 (??/??/92)  460.507  (m)         1510.85   (f) ADJ UNCH    2 0
 SM0214
 SM0214.Superseded values are not recommended for survey control.
 SM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0214.See file dsdata.txt to determine how the superseded data were derived.
 SM0214
 SM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU627107(NAD 83)
 SM0214_MARKER: DB = BENCH MARK DISK
 SM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0214_STAMPING: J 299 1963
 SM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0214+STABILITY: SURFACE MOTION
 SM0214
 SM0214  HISTORY     - Date     Condition        Report By
 SM0214  HISTORY     - 1963     MONUMENTED       CGS
 SM0214
 SM0214                          STATION DESCRIPTION
 SM0214
 SM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0214'7.4 MI SW FROM MICHIGAN.
 SM0214'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0214'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0214'2, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 2.0 MILES WEST
 SM0214'ALONG A GRAVELED ROAD, IN SECTION 36, T 152 N, R 59 W, 106 FEET
 SM0214'SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A GRAVELED ROAD
 SM0214'LEADING NORTH AND A TRAIL ROAD SOUTH, 84 FEET SOUTH OF THE CENTER LINE
 SM0214'OF THE GRAVELED ROAD, 63 FEET EAST OF THE CENTER LINE OF THE TRAIL
 SM0214'ROAD, 34 FEET SOUTH OF A ROW OF TELEPHONE POLES, 1.8 FEET SOUTH OF A
 SM0214'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 SM0214'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0184 ***********************************************************************
 TF0184  DESIGNATION -  J 3
 TF0184  PID         -  TF0184
 TF0184  STATE/COUNTY-  ND/MCHENRY
 TF0184  USGS QUAD   -  TOWNER SE (1954)
 TF0184
 TF0184                         *CURRENT SURVEY CONTROL
 TF0184  ___________________________________________________________________
 TF0184* NAD 83(1986)-  48 21 36.     (N)    100 19 25.     (W)     SCALED    
 TF0184* NAVD 88     -       459.161  (meters)    1506.43   (feet)  ADJUSTED  
 TF0184  ___________________________________________________________________
 TF0184  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 TF0184  DYNAMIC HT  -         459.255 (meters)    1506.74  (feet)  COMP
 TF0184  MODELED GRAV-     980,801.7   (mgal)                       NAVD 88
 TF0184
 TF0184  VERT ORDER  -  FIRST     CLASS II
 TF0184
 TF0184.The horizontal coordinates were scaled from a topographic map and have
 TF0184.an estimated accuracy of +/- 6 seconds.
 TF0184
 TF0184.The orthometric height was determined by differential leveling
 TF0184.and adjusted by the National Geodetic Survey in June 1991..
 TF0184
 TF0184.The geoid height was determined by GEOID03.
 TF0184
 TF0184.The dynamic height is computed by dividing the NAVD 88
 TF0184.geopotential number by the normal gravity value computed on the
 TF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0184.degrees latitude (g = 980.6199 gals.).
 TF0184
 TF0184.The modeled gravity was interpolated from observed gravity values.
 TF0184
 TF0184;                    North         East    Units  Estimated Accuracy
 TF0184;SPC ND N     -   151,220.      613,070.      MT  (+/- 180 meters Scaled)
 TF0184
 TF0184                          SUPERSEDED SURVEY CONTROL
 TF0184
 TF0184  NGVD 29 (??/??/92)  458.793  (m)         1505.22   (f) ADJ UNCH    1 2
 TF0184
 TF0184.Superseded values are not recommended for survey control.
 TF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0184.See file dsdata.txt to determine how the superseded data were derived.
 TF0184
 TF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU019571(NAD 83)
 TF0184_MARKER: P = PIPE CAP
 TF0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0184_STAMPING: J 3 ELEV 1505.223 FT.
 TF0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0184
 TF0184  HISTORY     - Date     Condition        Report By
 TF0184  HISTORY     - UNK      MONUMENTED       CGS
 TF0184  HISTORY     - 1964     GOOD             NGS
 TF0184  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0184
 TF0184                          STATION DESCRIPTION
 TF0184
 TF0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0184'3.6 MI W FROM BERWICK.
 TF0184'ABOUT 3.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0184'AT BERWICK, OR ABOUT 3.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY
 TF0184'FROM THE STATION AT TOWNER, IN S 4, T 156 N, R 74 W, AT A ROAD
 TF0184'CROSSING, 36 1/2 FEET NORTH OF THE NORTH RAIL, 14 FEET EAST OF THE
 TF0184'CENTER LINE OF THE ROAD, 72 FEET SOUTHWEST OF THE FIRST POLE EAST OF
 TF0184'THE ROAD CROSSING, 71 FEET EAST OF THE FIRST POLE WEST OF THE ROAD
 TF0184'CROSSING, 70 FEET SOUTHEAST ACROSS THE ROAD FROM A BRACED METAL FENCE
 TF0184'POST, 0.4 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TF0184'LEVEL OF THE TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A CAP ON
 TF0184'THE TOP OF AN IRON PIPE WHICH IS ABOUT 8 INCHES BELOW THE LEVEL OF THE
 TF0184'GROUND.
 TF0184
 TF0184                          STATION RECOVERY (1982)
 TF0184
 TF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0184'NOT SEARCHED FOR DURING THIS SURVEY, IMPASSABLE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1213 ***********************************************************************
 TF1213  DESIGNATION -  J 3 B 1
 TF1213  PID         -  TF1213
 TF1213  STATE/COUNTY-  ND/WARD
 TF1213  USGS QUAD   -  CARPIO (1979)
 TF1213
 TF1213                         *CURRENT SURVEY CONTROL
 TF1213  ___________________________________________________________________
 TF1213* NAD 83(1986)-  48 23 33.     (N)    101 44 03.     (W)     SCALED    
 TF1213* NAVD 88     -       602.362  (meters)    1976.25   (feet)  ADJUSTED  
 TF1213  ___________________________________________________________________
 TF1213  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TF1213  DYNAMIC HT  -         602.473 (meters)    1976.61  (feet)  COMP
 TF1213  MODELED GRAV-     980,774.3   (mgal)                       NAVD 88
 TF1213
 TF1213  VERT ORDER  -  SECOND    CLASS 0
 TF1213
 TF1213.The horizontal coordinates were scaled from a topographic map and have
 TF1213.an estimated accuracy of +/- 6 seconds.
 TF1213
 TF1213.The orthometric height was determined by differential leveling
 TF1213.and adjusted by the National Geodetic Survey in June 1991..
 TF1213
 TF1213.The geoid height was determined by GEOID03.
 TF1213
 TF1213.The dynamic height is computed by dividing the NAVD 88
 TF1213.geopotential number by the normal gravity value computed on the
 TF1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1213.degrees latitude (g = 980.6199 gals.).
 TF1213
 TF1213.The modeled gravity was interpolated from observed gravity values.
 TF1213
 TF1213;                    North         East    Units  Estimated Accuracy
 TF1213;SPC ND N     -   155,550.      508,610.      MT  (+/- 180 meters Scaled)
 TF1213
 TF1213                          SUPERSEDED SURVEY CONTROL
 TF1213
 TF1213  NGVD 29 (??/??/92)  601.96   (m)         1974.9    (f) COMPUTED    2 0
 TF1213
 TF1213.Superseded values are not recommended for survey control.
 TF1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1213.See file dsdata.txt to determine how the superseded data were derived.
 TF1213
 TF1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU976635(NAD 83)
 TF1213_MARKER: DD = SURVEY DISK
 TF1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1213_SP_SET: PEDESTAL
 TF1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1213
 TF1213  HISTORY     - Date     Condition        Report By
 TF1213  HISTORY     - UNK      MONUMENTED       DOD
 TF1213  HISTORY     - 1963     GOOD             NGS
 TF1213
 TF1213                          STATION DESCRIPTION
 TF1213
 TF1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1213'4.15 MI S FROM CARPIO.
 TF1213'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1213'AT CARPIO, THENCE 3.9 MILES SOUTH ALONG STATE HIGHWAY 28, 63 FEET EAST
 TF1213'OF THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTH OF THE EXTENDED
 TF1213'CENTERLINE OF A PRIVATE DRIVEWAY LEADING TO A FARMHOUSE, 24 FEET
 TF1213'SOUTHEAST OF A POWER POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 TF1213'HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 25, R 86
 TF1213'W, T 157 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1210 ***********************************************************************
 TF1210  DESIGNATION -  J 3 B 2
 TF1210  PID         -  TF1210
 TF1210  STATE/COUNTY-  ND/WARD
 TF1210  USGS QUAD   -  CARPIO (1979)
 TF1210
 TF1210                         *CURRENT SURVEY CONTROL
 TF1210  ___________________________________________________________________
 TF1210* NAD 83(1986)-  48 23 22.     (N)    101 43 49.     (W)     SCALED    
 TF1210* NAVD 88     -       602.007  (meters)    1975.08   (feet)  ADJUSTED  
 TF1210  ___________________________________________________________________
 TF1210  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TF1210  DYNAMIC HT  -         602.118 (meters)    1975.45  (feet)  COMP
 TF1210  MODELED GRAV-     980,774.4   (mgal)                       NAVD 88
 TF1210
 TF1210  VERT ORDER  -  SECOND    CLASS 0
 TF1210
 TF1210.The horizontal coordinates were scaled from a topographic map and have
 TF1210.an estimated accuracy of +/- 6 seconds.
 TF1210
 TF1210.The orthometric height was determined by differential leveling
 TF1210.and adjusted by the National Geodetic Survey in June 1991..
 TF1210
 TF1210.The geoid height was determined by GEOID03.
 TF1210
 TF1210.The dynamic height is computed by dividing the NAVD 88
 TF1210.geopotential number by the normal gravity value computed on the
 TF1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1210.degrees latitude (g = 980.6199 gals.).
 TF1210
 TF1210.The modeled gravity was interpolated from observed gravity values.
 TF1210
 TF1210;                    North         East    Units  Estimated Accuracy
 TF1210;SPC ND N     -   155,210.      508,890.      MT  (+/- 180 meters Scaled)
 TF1210
 TF1210                          SUPERSEDED SURVEY CONTROL
 TF1210
 TF1210  NGVD 29 (??/??/92)  601.61   (m)         1973.8    (f) COMPUTED    2 0
 TF1210
 TF1210.Superseded values are not recommended for survey control.
 TF1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1210.See file dsdata.txt to determine how the superseded data were derived.
 TF1210
 TF1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU978631(NAD 83)
 TF1210_MARKER: DD = SURVEY DISK
 TF1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1210_SP_SET: PEDESTAL
 TF1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1210
 TF1210  HISTORY     - Date     Condition        Report By
 TF1210  HISTORY     - UNK      MONUMENTED       DOD
 TF1210  HISTORY     - 1963     GOOD             NGS
 TF1210
 TF1210                          STATION DESCRIPTION
 TF1210
 TF1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1210'5.45 MI S FROM CARPIO.
 TF1210'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1210'AT CARPIO, THENCE 3.9 MILES SOUTH ALONG STATE HIGHWAY 28, THENCE 0.3
 TF1210'MILE SOUTHEAST ACROSS A CULTIVATED FIELD, ABOUT 0.25 MILE NORTHEAST OF
 TF1210'THE LAUNCHER, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 25,
 TF1210'R 86 W, T 157 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1208 ***********************************************************************
 TF1208  DESIGNATION -  J 3 Z
 TF1208  PID         -  TF1208
 TF1208  STATE/COUNTY-  ND/WARD
 TF1208  USGS QUAD   -  CARPIO (1979)
 TF1208
 TF1208                         *CURRENT SURVEY CONTROL
 TF1208  ___________________________________________________________________
 TF1208* NAD 83(1986)-  48 23 11.     (N)    101 43 11.     (W)     SCALED    
 TF1208* NAVD 88     -       599.264  (meters)    1966.09   (feet)  ADJUSTED  
 TF1208  ___________________________________________________________________
 TF1208  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TF1208  DYNAMIC HT  -         599.375 (meters)    1966.45  (feet)  COMP
 TF1208  MODELED GRAV-     980,775.6   (mgal)                       NAVD 88
 TF1208
 TF1208  VERT ORDER  -  SECOND    CLASS 0
 TF1208
 TF1208.The horizontal coordinates were scaled from a topographic map and have
 TF1208.an estimated accuracy of +/- 6 seconds.
 TF1208
 TF1208.The orthometric height was determined by differential leveling
 TF1208.and adjusted by the National Geodetic Survey in June 1991..
 TF1208
 TF1208.The geoid height was determined by GEOID03.
 TF1208
 TF1208.The dynamic height is computed by dividing the NAVD 88
 TF1208.geopotential number by the normal gravity value computed on the
 TF1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1208.degrees latitude (g = 980.6199 gals.).
 TF1208
 TF1208.The modeled gravity was interpolated from observed gravity values.
 TF1208
 TF1208;                    North         East    Units  Estimated Accuracy
 TF1208;SPC ND N     -   154,860.      509,670.      MT  (+/- 180 meters Scaled)
 TF1208
 TF1208                          SUPERSEDED SURVEY CONTROL
 TF1208
 TF1208  NGVD 29 (??/??/92)  598.87   (m)         1964.8    (f) COMPUTED    2 0
 TF1208
 TF1208.Superseded values are not recommended for survey control.
 TF1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1208.See file dsdata.txt to determine how the superseded data were derived.
 TF1208
 TF1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU986628(NAD 83)
 TF1208_MARKER: DS = TRIANGULATION STATION DISK
 TF1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1208_STAMPING: J 3 Z 1963
 TF1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1208+STABILITY: SURFACE MOTION
 TF1208
 TF1208  HISTORY     - Date     Condition        Report By
 TF1208  HISTORY     - 1963     MONUMENTED       CGS
 TF1208
 TF1208                          STATION DESCRIPTION
 TF1208
 TF1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1208'5.15 MI S FROM CARPIO.
 TF1208'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1208'AT CARPIO, THENCE 4.25 MILES SOUTH ALONG STATE HIGHWAY 28, THENCE 0.65
 TF1208'MILE EAST ALONG A TRACK ROAD, 21.0 FEET SOUTH OF THE CENTERLINE OF THE
 TF1208'TRACK ROAD, 43.0 FEET EAST OF R.M. 2, 53.0 FEET WEST OF R.M. 1, 3.0
 TF1208'FEET NORTH OF A FENCE, 4.0 FEET NORTHWEST OF A METAL WITNESS POST,
 TF1208'ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1208'PROJECTING 0.2 FOOT, S 36, R 86 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1207 ***********************************************************************
 TF1207  DESIGNATION -  J 3 Z RM 1
 TF1207  PID         -  TF1207
 TF1207  STATE/COUNTY-  ND/WARD
 TF1207  USGS QUAD   -  CARPIO (1979)
 TF1207
 TF1207                         *CURRENT SURVEY CONTROL
 TF1207  ___________________________________________________________________
 TF1207* NAD 83(1986)-  48 23 11.     (N)    101 43 11.     (W)     SCALED    
 TF1207* NAVD 88     -       599.001  (meters)    1965.22   (feet)  ADJUSTED  
 TF1207  ___________________________________________________________________
 TF1207  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TF1207  DYNAMIC HT  -         599.111 (meters)    1965.58  (feet)  COMP
 TF1207  MODELED GRAV-     980,775.6   (mgal)                       NAVD 88
 TF1207
 TF1207  VERT ORDER  -  SECOND    CLASS 0
 TF1207
 TF1207.The horizontal coordinates were scaled from a topographic map and have
 TF1207.an estimated accuracy of +/- 6 seconds.
 TF1207
 TF1207.The orthometric height was determined by differential leveling
 TF1207.and adjusted by the National Geodetic Survey in June 1991..
 TF1207
 TF1207.The geoid height was determined by GEOID03.
 TF1207
 TF1207.The dynamic height is computed by dividing the NAVD 88
 TF1207.geopotential number by the normal gravity value computed on the
 TF1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1207.degrees latitude (g = 980.6199 gals.).
 TF1207
 TF1207.The modeled gravity was interpolated from observed gravity values.
 TF1207
 TF1207;                    North         East    Units  Estimated Accuracy
 TF1207;SPC ND N     -   154,860.      509,670.      MT  (+/- 180 meters Scaled)
 TF1207
 TF1207                          SUPERSEDED SURVEY CONTROL
 TF1207
 TF1207  NGVD 29 (??/??/92)  598.60   (m)         1963.9    (f) COMPUTED    2 0
 TF1207
 TF1207.Superseded values are not recommended for survey control.
 TF1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1207.See file dsdata.txt to determine how the superseded data were derived.
 TF1207
 TF1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU986628(NAD 83)
 TF1207_MARKER: DR = REFERENCE MARK DISK
 TF1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1207_STAMPING: J 3 Z NO 1 1963
 TF1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1207+STABILITY: SURFACE MOTION
 TF1207
 TF1207  HISTORY     - Date     Condition        Report By
 TF1207  HISTORY     - 1963     MONUMENTED       CGS
 TF1207
 TF1207                          STATION DESCRIPTION
 TF1207
 TF1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1207'5.15 MI S FROM CARPIO.
 TF1207'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1207'AT CARPIO, THENCE 4.25 MILES SOUTH ALONG STATE HIGHWAY 28, THENCE 0.65
 TF1207'MILE EAST ALONG A TRACK ROAD, 96.0 FEET EAST OF R.M. 2, 53.0 FEET EAST
 TF1207'OF THE STATION MARK, 21.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 TF1207'ROAD, 3.0 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE TRACK ROAD, AND
 TF1207'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT, S 36, R 86 W, T
 TF1207'157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1209 ***********************************************************************
 TF1209  DESIGNATION -  J 3 Z RM 2
 TF1209  PID         -  TF1209
 TF1209  STATE/COUNTY-  ND/WARD
 TF1209  USGS QUAD   -  CARPIO (1979)
 TF1209
 TF1209                         *CURRENT SURVEY CONTROL
 TF1209  ___________________________________________________________________
 TF1209* NAD 83(1986)-  48 23 11.     (N)    101 43 11.     (W)     SCALED    
 TF1209* NAVD 88     -       599.288  (meters)    1966.16   (feet)  ADJUSTED  
 TF1209  ___________________________________________________________________
 TF1209  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TF1209  DYNAMIC HT  -         599.399 (meters)    1966.53  (feet)  COMP
 TF1209  MODELED GRAV-     980,775.6   (mgal)                       NAVD 88
 TF1209
 TF1209  VERT ORDER  -  SECOND    CLASS 0
 TF1209
 TF1209.The horizontal coordinates were scaled from a topographic map and have
 TF1209.an estimated accuracy of +/- 6 seconds.
 TF1209
 TF1209.The orthometric height was determined by differential leveling
 TF1209.and adjusted by the National Geodetic Survey in June 1991..
 TF1209
 TF1209.The geoid height was determined by GEOID03.
 TF1209
 TF1209.The dynamic height is computed by dividing the NAVD 88
 TF1209.geopotential number by the normal gravity value computed on the
 TF1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1209.degrees latitude (g = 980.6199 gals.).
 TF1209
 TF1209.The modeled gravity was interpolated from observed gravity values.
 TF1209
 TF1209;                    North         East    Units  Estimated Accuracy
 TF1209;SPC ND N     -   154,860.      509,670.      MT  (+/- 180 meters Scaled)
 TF1209
 TF1209                          SUPERSEDED SURVEY CONTROL
 TF1209
 TF1209  NGVD 29 (??/??/92)  598.89   (m)         1964.9    (f) COMPUTED    2 0
 TF1209
 TF1209.Superseded values are not recommended for survey control.
 TF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1209.See file dsdata.txt to determine how the superseded data were derived.
 TF1209
 TF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU986628(NAD 83)
 TF1209_MARKER: DR = REFERENCE MARK DISK
 TF1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1209_STAMPING: J 3 Z NO 2 1963
 TF1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1209+STABILITY: SURFACE MOTION
 TF1209
 TF1209  HISTORY     - Date     Condition        Report By
 TF1209  HISTORY     - 1963     MONUMENTED       CGS
 TF1209
 TF1209                          STATION DESCRIPTION
 TF1209
 TF1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1209'5.15 MI S FROM CARPIO.
 TF1209'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1209'AT CARPIO, THENCE 4.25 MILES SOUTH ALONG STATE HIGHWAY 28, THENCE 0.65
 TF1209'MILE EAST ALONG A TRACK ROAD, 96.0 FEET WEST OF R.M. 1, 43.0 FEET WEST
 TF1209'OF THE STATION MARK, 21.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 TF1209'ROAD, 3.0 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE TRACK ROAD, AND
 TF1209'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT, S 36, R 86 W, T
 TF1209'157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0208 ***********************************************************************
 RP0208  DESIGNATION -  J 30
 RP0208  PID         -  RP0208
 RP0208  STATE/COUNTY-  ND/RICHLAND
 RP0208  USGS QUAD   -  MANTADOR (1964)
 RP0208
 RP0208                         *CURRENT SURVEY CONTROL
 RP0208  ___________________________________________________________________
 RP0208* NAD 83(1986)-  46 08 17.     (N)    096 56 48.     (W)     SCALED    
 RP0208* NAVD 88     -       312.921  (meters)    1026.64   (feet)  ADJUSTED  
 RP0208  ___________________________________________________________________
 RP0208  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP0208  DYNAMIC HT  -         312.921 (meters)    1026.64  (feet)  COMP
 RP0208  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 RP0208
 RP0208  VERT ORDER  -  SECOND    CLASS 0
 RP0208
 RP0208.The horizontal coordinates were scaled from a topographic map and have
 RP0208.an estimated accuracy of +/- 6 seconds.
 RP0208
 RP0208.The orthometric height was determined by differential leveling
 RP0208.and adjusted by the National Geodetic Survey in June 1991..
 RP0208
 RP0208.The geoid height was determined by GEOID03.
 RP0208
 RP0208.The dynamic height is computed by dividing the NAVD 88
 RP0208.geopotential number by the normal gravity value computed on the
 RP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0208.degrees latitude (g = 980.6199 gals.).
 RP0208
 RP0208.The modeled gravity was interpolated from observed gravity values.
 RP0208
 RP0208;                    North         East    Units  Estimated Accuracy
 RP0208;SPC ND S     -    58,610.      874,480.      MT  (+/- 180 meters Scaled)
 RP0208
 RP0208                          SUPERSEDED SURVEY CONTROL
 RP0208
 RP0208  NGVD 29 (??/??/92)  312.678  (m)         1025.84   (f) ADJ UNCH    2 0
 RP0208
 RP0208.Superseded values are not recommended for survey control.
 RP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0208.See file dsdata.txt to determine how the superseded data were derived.
 RP0208
 RP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS585114(NAD 83)
 RP0208_MARKER: DB = BENCH MARK DISK
 RP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0208_STAMPING: J-30 1934
 RP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0208+STABILITY: SURFACE MOTION
 RP0208
 RP0208  HISTORY     - Date     Condition        Report By
 RP0208  HISTORY     - 1934     MONUMENTED       CGS
 RP0208
 RP0208                          STATION DESCRIPTION
 RP0208
 RP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0208'2.3 MI SE FROM MANTADOR.
 RP0208'ABOUT 2.3 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RP0208'STE. MARIE RAILWAY FROM THE STATION AT MANTADOR, RICHLAND COUNTY,
 RP0208'ABOUT 2-1/2 POLES SOUTHEAST OF MILEPOST 211, ABOUT 150 FEET SOUTHEAST
 RP0208'OF THE CENTER OF THE CROSSING OF AN EAST-AND-WEST ROAD, ABOUT 135 FEET
 RP0208'NORTHWEST OF A RAIL REST, 47 FEET NORTHEAST OF THE CENTER LINE OF THE
 RP0208'TRACK, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT
 RP0208'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 30 1934 AND SET IN
 RP0208'THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 RP0208'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0725 ***********************************************************************
 SM0725  DESIGNATION -  J 300
 SM0725  PID         -  SM0725
 SM0725  STATE/COUNTY-  ND/EDDY
 SM0725  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0725
 SM0725                         *CURRENT SURVEY CONTROL
 SM0725  ___________________________________________________________________
 SM0725* NAD 83(1986)-  47 39 35.     (N)    098 30 01.     (W)     SCALED    
 SM0725* NAVD 88     -       486.550  (meters)    1596.29   (feet)  ADJUSTED  
 SM0725  ___________________________________________________________________
 SM0725  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SM0725  DYNAMIC HT  -         486.619 (meters)    1596.52  (feet)  COMP
 SM0725  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 SM0725
 SM0725  VERT ORDER  -  SECOND    CLASS 0
 SM0725
 SM0725.The horizontal coordinates were scaled from a topographic map and have
 SM0725.an estimated accuracy of +/- 6 seconds.
 SM0725
 SM0725.The orthometric height was determined by differential leveling
 SM0725.and adjusted by the National Geodetic Survey in June 1991..
 SM0725
 SM0725.The geoid height was determined by GEOID03.
 SM0725
 SM0725.The dynamic height is computed by dividing the NAVD 88
 SM0725.geopotential number by the normal gravity value computed on the
 SM0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0725.degrees latitude (g = 980.6199 gals.).
 SM0725
 SM0725.The modeled gravity was interpolated from observed gravity values.
 SM0725
 SM0725;                    North         East    Units  Estimated Accuracy
 SM0725;SPC ND N     -    75,300.      750,190.      MT  (+/- 180 meters Scaled)
 SM0725
 SM0725                          SUPERSEDED SURVEY CONTROL
 SM0725
 SM0725  NGVD 29 (??/??/92)  486.180  (m)         1595.08   (f) ADJ UNCH    2 0
 SM0725
 SM0725.Superseded values are not recommended for survey control.
 SM0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0725.See file dsdata.txt to determine how the superseded data were derived.
 SM0725
 SM0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT375786(NAD 83)
 SM0725_MARKER: DB = BENCH MARK DISK
 SM0725_SETTING: 80 = SET IN A BOULDER
 SM0725_SP_SET: BOULDER
 SM0725_STAMPING: J 300 1963
 SM0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0725+STABILITY: SURFACE MOTION
 SM0725
 SM0725  HISTORY     - Date     Condition        Report By
 SM0725  HISTORY     - 1963     MONUMENTED       CGS
 SM0725
 SM0725                          STATION DESCRIPTION
 SM0725
 SM0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0725'14.7 MI SW FROM TOLNA.
 SM0725'10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0725'STATION AT TOLNA, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0725'0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG A
 SM0725'GRAVELED ROAD, OR ABOUT 1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM
 SM0725'THE GREAT NORTHERN RAILWAY STATION AT HAMAR, THENCE 0.55 MILE WEST
 SM0725'ALONG A GRAVELED ROAD, THENCE 12.1 MILES SOUTH ALONG COUNTY ROADS 20
 SM0725'AND 15, THENCE 4.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 1, T
 SM0725'148 N, R 62 W, 197 FEET NORTHWEST OF THE CENTER OF A ROAD
 SM0725'INTERSECTION, 172 FEET NORTH OF THE CENTER LINE OF THE ROAD, 83 FEET
 SM0725'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF A
 SM0725'GRANITE BOULDER WHICH IS IMBEDED IN THE GROUND AND PROJECTS 5 INCHES,
 SM0725'34 FEET WEST OF A FENCE, 33 FEET WEST OF A METAL WITNESS POST AND
 SM0725'ABOUT 5 FEET ABOVE THE LEVEL OF THE NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1046 ***********************************************************************
 SL1046  DESIGNATION -  J 301
 SL1046  PID         -  SL1046
 SL1046  STATE/COUNTY-  ND/GRAND FORKS
 SL1046  USGS QUAD   -  FINLEY NE (1967)
 SL1046
 SL1046                         *CURRENT SURVEY CONTROL
 SL1046  ___________________________________________________________________
 SL1046* NAD 83(1986)-  47 41 13.     (N)    097 46 27.     (W)     SCALED    
 SL1046* NAVD 88     -       416.866  (meters)    1367.67   (feet)  ADJUSTED  
 SL1046  ___________________________________________________________________
 SL1046  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 SL1046  DYNAMIC HT  -         416.924 (meters)    1367.86  (feet)  COMP
 SL1046  MODELED GRAV-     980,738.9   (mgal)                       NAVD 88
 SL1046
 SL1046  VERT ORDER  -  SECOND    CLASS 0
 SL1046
 SL1046.The horizontal coordinates were scaled from a topographic map and have
 SL1046.an estimated accuracy of +/- 6 seconds.
 SL1046
 SL1046.The orthometric height was determined by differential leveling
 SL1046.and adjusted by the National Geodetic Survey in June 1991..
 SL1046
 SL1046.The geoid height was determined by GEOID03.
 SL1046
 SL1046.The dynamic height is computed by dividing the NAVD 88
 SL1046.geopotential number by the normal gravity value computed on the
 SL1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1046.degrees latitude (g = 980.6199 gals.).
 SL1046
 SL1046.The modeled gravity was interpolated from observed gravity values.
 SL1046
 SL1046;                    North         East    Units  Estimated Accuracy
 SL1046;SPC ND N     -    80,000.      804,590.      MT  (+/- 180 meters Scaled)
 SL1046
 SL1046                          SUPERSEDED SURVEY CONTROL
 SL1046
 SL1046  NGVD 29 (??/??/92)  416.500  (m)         1366.47   (f) ADJ UNCH    2 0
 SL1046
 SL1046.Superseded values are not recommended for survey control.
 SL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1046.See file dsdata.txt to determine how the superseded data were derived.
 SL1046
 SL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT919822(NAD 83)
 SL1046_MARKER: DB = BENCH MARK DISK
 SL1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1046_STAMPING: J 301 1963
 SL1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1046+STABILITY: SURFACE MOTION
 SL1046
 SL1046  HISTORY     - Date     Condition        Report By
 SL1046  HISTORY     - 1963     MONUMENTED       CGS
 SL1046
 SL1046                          STATION DESCRIPTION
 SL1046
 SL1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1046'11.9 MI NE FROM SHARON.
 SL1046'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1046'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1046'5.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 SL1046'COUNTY ROAD 16, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, IN
 SL1046'SECTION 25, T 149 N R 56 W, 50 FEET NORTH OF THE CENTER LINE OF THE
 SL1046'ROAD, 3 FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.7
 SL1046'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 SL1046'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1059 ***********************************************************************
 SL1059  DESIGNATION -  J 302
 SL1059  PID         -  SL1059
 SL1059  STATE/COUNTY-  ND/STEELE
 SL1059  USGS QUAD   -  FINLEY (1967)
 SL1059
 SL1059                         *CURRENT SURVEY CONTROL
 SL1059  ___________________________________________________________________
 SL1059* NAD 83(1986)-  47 36 02.     (N)    097 48 48.     (W)     SCALED    
 SL1059* NAVD 88     -       426.933  (meters)    1400.70   (feet)  ADJUSTED  
 SL1059  ___________________________________________________________________
 SL1059  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL1059  DYNAMIC HT  -         426.985 (meters)    1400.87  (feet)  COMP
 SL1059  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 SL1059
 SL1059  VERT ORDER  -  SECOND    CLASS 0
 SL1059
 SL1059.The horizontal coordinates were scaled from a topographic map and have
 SL1059.an estimated accuracy of +/- 6 seconds.
 SL1059
 SL1059.The orthometric height was determined by differential leveling
 SL1059.and adjusted by the National Geodetic Survey in June 1991..
 SL1059
 SL1059.The geoid height was determined by GEOID03.
 SL1059
 SL1059.The dynamic height is computed by dividing the NAVD 88
 SL1059.geopotential number by the normal gravity value computed on the
 SL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1059.degrees latitude (g = 980.6199 gals.).
 SL1059
 SL1059.The modeled gravity was interpolated from observed gravity values.
 SL1059
 SL1059;                    North         East    Units  Estimated Accuracy
 SL1059;SPC ND N     -    70,290.      801,990.      MT  (+/- 180 meters Scaled)
 SL1059
 SL1059                          SUPERSEDED SURVEY CONTROL
 SL1059
 SL1059  NGVD 29 (??/??/92)  426.566  (m)         1399.49   (f) ADJ UNCH    2 0
 SL1059
 SL1059.Superseded values are not recommended for survey control.
 SL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1059.See file dsdata.txt to determine how the superseded data were derived.
 SL1059
 SL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT892725(NAD 83)
 SL1059_MARKER: DB = BENCH MARK DISK
 SL1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1059_STAMPING: J 302 1963
 SL1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1059+STABILITY: SURFACE MOTION
 SL1059
 SL1059  HISTORY     - Date     Condition        Report By
 SL1059  HISTORY     - 1963     MONUMENTED       CGS
 SL1059
 SL1059                          STATION DESCRIPTION
 SL1059
 SL1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1059'3.9 MI E FROM SHARON.
 SL1059'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1059'CHURCH AT SHARON, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, IN
 SL1059'SECTION 33, T 148 N, R 56 W, 142 FEET SOUTHEAST OF THE CENTER OF THE
 SL1059'JUNCTION OF A TRAIL ROAD SOUTH, 74 FEET SOUTH OF THE CENTER LINE OF
 SL1059'THE ROAD, 118 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 1.9 FEET
 SL1059'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD
 SL1059'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0563 ***********************************************************************
 SL0563  DESIGNATION -  J 303
 SL0563  PID         -  SL0563
 SL0563  STATE/COUNTY-  ND/STEELE
 SL0563  USGS QUAD   -  BLABON (1967)
 SL0563
 SL0563                         *CURRENT SURVEY CONTROL
 SL0563  ___________________________________________________________________
 SL0563* NAD 83(1986)-  47 26 29.     (N)    097 51 28.     (W)     SCALED    
 SL0563* NAVD 88     -       448.947  (meters)    1472.92   (feet)  ADJUSTED  
 SL0563  ___________________________________________________________________
 SL0563  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0563  DYNAMIC HT  -         448.993 (meters)    1473.07  (feet)  COMP
 SL0563  MODELED GRAV-     980,700.6   (mgal)                       NAVD 88
 SL0563
 SL0563  VERT ORDER  -  SECOND    CLASS 0
 SL0563
 SL0563.The horizontal coordinates were scaled from a topographic map and have
 SL0563.an estimated accuracy of +/- 6 seconds.
 SL0563
 SL0563.The orthometric height was determined by differential leveling
 SL0563.and adjusted by the National Geodetic Survey in June 1991..
 SL0563
 SL0563.The geoid height was determined by GEOID03.
 SL0563
 SL0563.The dynamic height is computed by dividing the NAVD 88
 SL0563.geopotential number by the normal gravity value computed on the
 SL0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0563.degrees latitude (g = 980.6199 gals.).
 SL0563
 SL0563.The modeled gravity was interpolated from observed gravity values.
 SL0563
 SL0563;                    North         East    Units  Estimated Accuracy
 SL0563;SPC ND N     -    52,490.      799,260.      MT  (+/- 180 meters Scaled)
 SL0563
 SL0563                          SUPERSEDED SURVEY CONTROL
 SL0563
 SL0563  NGVD 29 (??/??/92)  448.583  (m)         1471.73   (f) ADJ UNCH    2 0
 SL0563
 SL0563.Superseded values are not recommended for survey control.
 SL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0563.See file dsdata.txt to determine how the superseded data were derived.
 SL0563
 SL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT861548(NAD 83)
 SL0563_MARKER: DB = BENCH MARK DISK
 SL0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0563_SP_SET: 32 FT
 SL0563_STAMPING: J 303 1963
 SL0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0563
 SL0563  HISTORY     - Date     Condition        Report By
 SL0563  HISTORY     - 1963     MONUMENTED       CGS
 SL0563
 SL0563                          STATION DESCRIPTION
 SL0563
 SL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0563'2.2 MI W FROM PICKERT.
 SL0563'1.2 MILES WEST ALONG A PAVED ROAD FROM THE GRAIN ELEVATOR AT PICKERT,
 SL0563'THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 7, IN SECTION 25, T 146 N, R
 SL0563'56 W, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 250 FEET
 SL0563'SOUTH OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 SL0563'FARMHOUSE, 171 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH TRAIL
 SL0563'ROAD, 47 FEET EAST OF THE CENTER OF A WIRE GATE, 18 FEET SOUTH OF A
 SL0563'POWER POLE WHICH IS BRACED WITH 2 GUY WIRES, 1 FOOT NORTH OF A FENCE,
 SL0563'1.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SL0563'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SL0563'DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3
 SL0563'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0898 ***********************************************************************
 SL0898  DESIGNATION -  J 304
 SL0898  PID         -  SL0898
 SL0898  STATE/COUNTY-  ND/STEELE
 SL0898  USGS QUAD   -  GOLDEN LAKE (1970)
 SL0898
 SL0898                         *CURRENT SURVEY CONTROL
 SL0898  ___________________________________________________________________
 SL0898* NAD 83(1986)-  47 31 35.     (N)    097 38 35.     (W)     SCALED    
 SL0898* NAVD 88     -       344.765  (meters)    1131.12   (feet)  ADJUSTED  
 SL0898  ___________________________________________________________________
 SL0898  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SL0898  DYNAMIC HT  -         344.808 (meters)    1131.26  (feet)  COMP
 SL0898  MODELED GRAV-     980,727.7   (mgal)                       NAVD 88
 SL0898
 SL0898  VERT ORDER  -  SECOND    CLASS 0
 SL0898
 SL0898.The horizontal coordinates were scaled from a topographic map and have
 SL0898.an estimated accuracy of +/- 6 seconds.
 SL0898
 SL0898.The orthometric height was determined by differential leveling
 SL0898.and adjusted by the National Geodetic Survey in June 1991..
 SL0898
 SL0898.The geoid height was determined by GEOID03.
 SL0898
 SL0898.The dynamic height is computed by dividing the NAVD 88
 SL0898.geopotential number by the normal gravity value computed on the
 SL0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0898.degrees latitude (g = 980.6199 gals.).
 SL0898
 SL0898.The modeled gravity was interpolated from observed gravity values.
 SL0898
 SL0898;                    North         East    Units  Estimated Accuracy
 SL0898;SPC ND N     -    62,520.      815,090.      MT  (+/- 180 meters Scaled)
 SL0898
 SL0898                          SUPERSEDED SURVEY CONTROL
 SL0898
 SL0898  NGVD 29 (??/??/92)  344.410  (m)         1129.95   (f) ADJ UNCH    2 0
 SL0898
 SL0898.Superseded values are not recommended for survey control.
 SL0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0898.See file dsdata.txt to determine how the superseded data were derived.
 SL0898
 SL0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT021645(NAD 83)
 SL0898_MARKER: DB = BENCH MARK DISK
 SL0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0898_STAMPING: J 304 1963
 SL0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0898+STABILITY: SURFACE MOTION
 SL0898
 SL0898  HISTORY     - Date     Condition        Report By
 SL0898  HISTORY     - 1963     MONUMENTED       CGS
 SL0898  HISTORY     - 1964     GOOD             NGS
 SL0898
 SL0898                          STATION DESCRIPTION
 SL0898
 SL0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0898'9.3 MI E FROM FINLEY.
 SL0898'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0898'FINLEY, IN SECTION 26, T 147 N, R 55 W, 98 FEET SOUTHEAST OF THE
 SL0898'CENTER OF A ROAD INTERSECTION, 85 FEET SOUTHEAST OF THE CENTER LINE OF
 SL0898'THE HIGHWAY, 84 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD,
 SL0898'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 SL0898'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 SL0898
 SL0898                          STATION RECOVERY (1964)
 SL0898
 SL0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0429 ***********************************************************************
 SM0429  DESIGNATION -  J 305
 SM0429  PID         -  SM0429
 SM0429  STATE/COUNTY-  ND/GRIGGS
 SM0429  USGS QUAD   -  SUTTON NE (1961)
 SM0429
 SM0429                         *CURRENT SURVEY CONTROL
 SM0429  ___________________________________________________________________
 SM0429* NAD 83(1986)-  47 26 31.     (N)    098 18 10.     (W)     SCALED    
 SM0429* NAVD 88     -       443.370  (meters)    1454.62   (feet)  ADJUSTED  
 SM0429  ___________________________________________________________________
 SM0429  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SM0429  DYNAMIC HT  -         443.428 (meters)    1454.81  (feet)  COMP
 SM0429  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 SM0429
 SM0429  VERT ORDER  -  SECOND    CLASS 0
 SM0429
 SM0429.The horizontal coordinates were scaled from a topographic map and have
 SM0429.an estimated accuracy of +/- 6 seconds.
 SM0429
 SM0429.The orthometric height was determined by differential leveling
 SM0429.and adjusted by the National Geodetic Survey in June 1991..
 SM0429
 SM0429.The geoid height was determined by GEOID03.
 SM0429
 SM0429.The dynamic height is computed by dividing the NAVD 88
 SM0429.geopotential number by the normal gravity value computed on the
 SM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0429.degrees latitude (g = 980.6199 gals.).
 SM0429
 SM0429.The modeled gravity was interpolated from observed gravity values.
 SM0429
 SM0429;                    North         East    Units  Estimated Accuracy
 SM0429;SPC ND N     -    51,500.      765,710.      MT  (+/- 180 meters Scaled)
 SM0429
 SM0429                          SUPERSEDED SURVEY CONTROL
 SM0429
 SM0429  NGVD 29 (??/??/92)  443.024  (m)         1453.49   (f) ADJ UNCH    2 0
 SM0429
 SM0429.Superseded values are not recommended for survey control.
 SM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0429.See file dsdata.txt to determine how the superseded data were derived.
 SM0429
 SM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT525545(NAD 83)
 SM0429_MARKER: DB = BENCH MARK DISK
 SM0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0429_STAMPING: J 305 1963
 SM0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0429+STABILITY: SURFACE MOTION
 SM0429
 SM0429  HISTORY     - Date     Condition        Report By
 SM0429  HISTORY     - 1963     MONUMENTED       CGS
 SM0429
 SM0429                          STATION DESCRIPTION
 SM0429
 SM0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0429'8.25 MI W FROM COOPERSTOWN.
 SM0429'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0429'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0429'THENCE 7.35 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 27, T
 SM0429'146 N, R 60 W, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 1/2
 SM0429'FEET NORTH OF A POWER POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST,
 SM0429'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SM0429'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0245 ***********************************************************************
 SM0245  DESIGNATION -  J 306
 SM0245  PID         -  SM0245
 SM0245  STATE/COUNTY-  ND/NELSON
 SM0245  USGS QUAD   -  PEKIN (1951)
 SM0245
 SM0245                         *CURRENT SURVEY CONTROL
 SM0245  ___________________________________________________________________
 SM0245* NAD 83(1986)-  47 50 45.     (N)    098 17 53.     (W)     SCALED    
 SM0245* NAVD 88     -       450.935  (meters)    1479.44   (feet)  ADJUSTED  
 SM0245  ___________________________________________________________________
 SM0245  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SM0245  DYNAMIC HT  -         451.014 (meters)    1479.70  (feet)  COMP
 SM0245  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 SM0245
 SM0245  VERT ORDER  -  SECOND    CLASS 0
 SM0245
 SM0245.The horizontal coordinates were scaled from a topographic map and have
 SM0245.an estimated accuracy of +/- 6 seconds.
 SM0245
 SM0245.The orthometric height was determined by differential leveling
 SM0245.and adjusted by the National Geodetic Survey in June 1991..
 SM0245
 SM0245.The geoid height was determined by GEOID03.
 SM0245
 SM0245.The dynamic height is computed by dividing the NAVD 88
 SM0245.geopotential number by the normal gravity value computed on the
 SM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0245.degrees latitude (g = 980.6199 gals.).
 SM0245
 SM0245.The modeled gravity was interpolated from observed gravity values.
 SM0245
 SM0245;                    North         East    Units  Estimated Accuracy
 SM0245;SPC ND N     -    96,400.      764,780.      MT  (+/- 180 meters Scaled)
 SM0245
 SM0245                          SUPERSEDED SURVEY CONTROL
 SM0245
 SM0245  NGVD 29 (??/??/92)  450.580  (m)         1478.28   (f) ADJ UNCH    2 0
 SM0245
 SM0245.Superseded values are not recommended for survey control.
 SM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0245.See file dsdata.txt to determine how the superseded data were derived.
 SM0245
 SM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT525994(NAD 83)
 SM0245_MARKER: DB = BENCH MARK DISK
 SM0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0245_STAMPING: J 306 1963
 SM0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0245+STABILITY: SURFACE MOTION
 SM0245
 SM0245  HISTORY     - Date     Condition        Report By
 SM0245  HISTORY     - 1963     MONUMENTED       CGS
 SM0245
 SM0245                          STATION DESCRIPTION
 SM0245
 SM0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0245'5.9 MI NE FROM PEKIN.
 SM0245'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0245'STATION AT PEKIN, THENCE 4.3 MILES NORTH ALONG STATE HIGHWAY 1, THENCE
 SM0245'0.65 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 35, T 151 N, R 60 W,
 SM0245'0.35 MILE NORTH OF A ROAD INTERSECTION, 67 FEET NORTH OF THE CENTER
 SM0245'LINE OF THE ROAD, 5 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A
 SM0245'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SM0245'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0317 ***********************************************************************
 SM0317  DESIGNATION -  J 307
 SM0317  PID         -  SM0317
 SM0317  STATE/COUNTY-  ND/GRIGGS
 SM0317  USGS QUAD   -  KLOTEN SE (1967)
 SM0317
 SM0317                         *CURRENT SURVEY CONTROL
 SM0317  ___________________________________________________________________
 SM0317* NAD 83(1986)-  47 36 56.     (N)    098 02 22.     (W)     SCALED    
 SM0317* NAVD 88     -       459.321  (meters)    1506.96   (feet)  ADJUSTED  
 SM0317  ___________________________________________________________________
 SM0317  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SM0317  DYNAMIC HT  -         459.374 (meters)    1507.13  (feet)  COMP
 SM0317  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 SM0317
 SM0317  VERT ORDER  -  SECOND    CLASS 0
 SM0317
 SM0317.The horizontal coordinates were scaled from a topographic map and have
 SM0317.an estimated accuracy of +/- 6 seconds.
 SM0317
 SM0317.The orthometric height was determined by differential leveling
 SM0317.and adjusted by the National Geodetic Survey in June 1991..
 SM0317
 SM0317.The geoid height was determined by GEOID03.
 SM0317
 SM0317.The dynamic height is computed by dividing the NAVD 88
 SM0317.geopotential number by the normal gravity value computed on the
 SM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0317.degrees latitude (g = 980.6199 gals.).
 SM0317
 SM0317.The modeled gravity was interpolated from observed gravity values.
 SM0317
 SM0317;                    North         East    Units  Estimated Accuracy
 SM0317;SPC ND N     -    71,390.      784,940.      MT  (+/- 180 meters Scaled)
 SM0317
 SM0317                          SUPERSEDED SURVEY CONTROL
 SM0317
 SM0317  NGVD 29 (??/??/92)  458.951  (m)         1505.74   (f) ADJ UNCH    2 0
 SM0317
 SM0317.Superseded values are not recommended for survey control.
 SM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0317.See file dsdata.txt to determine how the superseded data were derived.
 SM0317
 SM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT721740(NAD 83)
 SM0317_MARKER: DB = BENCH MARK DISK
 SM0317_SETTING: 80 = SET IN A BOULDER
 SM0317_SP_SET: BOULDER
 SM0317_STAMPING: J 307 1963
 SM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0317+STABILITY: SURFACE MOTION
 SM0317
 SM0317  HISTORY     - Date     Condition        Report By
 SM0317  HISTORY     - 1963     MONUMENTED       CGS
 SM0317
 SM0317                          STATION DESCRIPTION
 SM0317
 SM0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0317'7.35 MI SW FROM ANETA.
 SM0317'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0317'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0317'THENCE 2.6 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 27, T 148 N, R
 SM0317'58 W, 0.25 MILE WEST OF A FARMHOUSE WHICH IS ON THE SOUTH SIDE OF THE
 SM0317'ROAD, ON THE CREST OF A HILL, 43 FEET SOUTH OF THE CENTER LINE OF THE
 SM0317'ROAD, SET IN THE TOP OF A FLAT IMBEDDED GRANITE BOULDER PROJECTING 2
 SM0317'INCHES, 90 FEET NORTHWEST OF A POWER POLE, 16 FEET NORTH OF A FENCE
 SM0317'AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0356 ***********************************************************************
 SM0356  DESIGNATION -  J 308
 SM0356  PID         -  SM0356
 SM0356  STATE/COUNTY-  ND/GRIGGS
 SM0356  USGS QUAD   -  SUTTON (1961)
 SM0356
 SM0356                         *CURRENT SURVEY CONTROL
 SM0356  ___________________________________________________________________
 SM0356* NAD 83(1986)-  47 22 43.     (N)    098 23 10.     (W)     SCALED    
 SM0356* NAVD 88     -       443.603  (meters)    1455.39   (feet)  ADJUSTED  
 SM0356  ___________________________________________________________________
 SM0356  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0356  DYNAMIC HT  -         443.648 (meters)    1455.54  (feet)  COMP
 SM0356  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 SM0356
 SM0356  VERT ORDER  -  SECOND    CLASS 0
 SM0356
 SM0356.The horizontal coordinates were scaled from a topographic map and have
 SM0356.an estimated accuracy of +/- 6 seconds.
 SM0356
 SM0356.The orthometric height was determined by differential leveling
 SM0356.and adjusted by the National Geodetic Survey in June 1991..
 SM0356
 SM0356.The geoid height was determined by GEOID03.
 SM0356
 SM0356.The dynamic height is computed by dividing the NAVD 88
 SM0356.geopotential number by the normal gravity value computed on the
 SM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0356.degrees latitude (g = 980.6199 gals.).
 SM0356
 SM0356.The modeled gravity was interpolated from observed gravity values.
 SM0356
 SM0356;                    North         East    Units  Estimated Accuracy
 SM0356;SPC ND N     -    44,290.      759,620.      MT  (+/- 180 meters Scaled)
 SM0356
 SM0356                          SUPERSEDED SURVEY CONTROL
 SM0356
 SM0356  NGVD 29 (??/??/92)  443.244  (m)         1454.21   (f) ADJ UNCH    2 0
 SM0356
 SM0356.Superseded values are not recommended for survey control.
 SM0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0356.See file dsdata.txt to determine how the superseded data were derived.
 SM0356
 SM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT463474(NAD 83)
 SM0356_MARKER: DB = BENCH MARK DISK
 SM0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0356_SP_SET: CULVERT
 SM0356_STAMPING: J 308 1963
 SM0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0356
 SM0356  HISTORY     - Date     Condition        Report By
 SM0356  HISTORY     - 1963     MONUMENTED       CGS
 SM0356
 SM0356                          STATION DESCRIPTION
 SM0356
 SM0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0356'3.0 MI SE FROM SUTTON.
 SM0356'ABOUT 3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0356'AT SUTTON, OR ABOUT 2.95 MILES NORTHWEST ALONG THE GREAT NORTHERN
 SM0356'RAILWAY FROM THE STATION AND TELEPHONE BOOTH AT REVERE, IN SECTION 13,
 SM0356'T 145 N, R 61 W, 25 POLES SOUTHEAST OF MILEPOST 84, 27 FEET NORTHEAST
 SM0356'OF THE NORTHEAST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 SM0356'NORTHEAST CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT, 4 1/2 POLES
 SM0356'SOUTHEAST OF A SEMAPHORE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 SM0356'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0178 ***********************************************************************
 SM0178  DESIGNATION -  J 309 RESET
 SM0178  PID         -  SM0178
 SM0178  STATE/COUNTY-  ND/GRIGGS
 SM0178  USGS QUAD   -  JESSIE (1961)
 SM0178
 SM0178                         *CURRENT SURVEY CONTROL
 SM0178  ___________________________________________________________________
 SM0178* NAD 83(1986)-  47 32 38.     (N)    098 09 18.     (W)     SCALED    
 SM0178* NAVD 88     -       442.55   (+/-2cm)    1451.9    (feet)  VERTCON   
 SM0178  ___________________________________________________________________
 SM0178  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 SM0178
 SM0178  VERT ORDER  -  ? (See Below)
 SM0178
 SM0178.The horizontal coordinates were scaled from a topographic map and have
 SM0178.an estimated accuracy of +/- 6 seconds.
 SM0178
 SM0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0178.The vertical order pertains to the NGVD 29 superseded value.
 SM0178
 SM0178.The geoid height was determined by GEOID03.
 SM0178
 SM0178;                    North         East    Units  Estimated Accuracy
 SM0178;SPC ND N     -    63,160.      776,500.      MT  (+/- 180 meters Scaled)
 SM0178
 SM0178                          SUPERSEDED SURVEY CONTROL
 SM0178
 SM0178  NGVD 29 (??/??/92)  442.196  (m)         1450.77   (f) ADJ UNCH    ?  
 SM0178
 SM0178.Superseded values are not recommended for survey control.
 SM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0178.See file dsdata.txt to determine how the superseded data were derived.
 SM0178
 SM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT635659(NAD 83)
 SM0178_MARKER: DB = BENCH MARK DISK
 SM0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0178_STAMPING: J 309 RESET 1965
 SM0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0178+STABILITY: SURFACE MOTION
 SM0178
 SM0178  HISTORY     - Date     Condition        Report By
 SM0178  HISTORY     - 1965     MONUMENTED       CGS
 SM0178
 SM0178                          STATION DESCRIPTION
 SM0178
 SM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0178'8.4 MI NW FROM COOPERSTOWN.
 SM0178'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0178'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0178'HIGHWAY 45, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 65, IN SECTION
 SM0178'14, T 147 N, R 59 W, OR 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM
 SM0178'THE NORTHERN PACIFIC RAILWAY STATION AT BINFORD, THENCE 2.15 MILES
 SM0178'EAST ALONG A TRAIL ROAD, THENCE 1.2 MILES EAST ALONG A TRAIL ROAD,
 SM0178'THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 1.6 MILE EAST
 SM0178'ALONG STATE HIGHWAY 65, 100 FEET NORTH OF THE CENTER LINE OF STATE
 SM0178'HIGHWAY 65, 65 FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY, 2.5
 SM0178'MILES WEST OF A POWER LINE POLE, 2.5 FEET EAST OF A METAL WITNESS
 SM0178'POST, AT THE SOUTHEAST CORNER OF A SHELTER BELT, AND SET IN THE TOP OF
 SM0178'A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0071 ***********************************************************************
 RQ0071  DESIGNATION -  J 31
 RQ0071  PID         -  RQ0071
 RQ0071  STATE/COUNTY-  ND/LA MOURE
 RQ0071  USGS QUAD   -  INDEPENDENCE (1952)
 RQ0071
 RQ0071                         *CURRENT SURVEY CONTROL
 RQ0071  ___________________________________________________________________
 RQ0071* NAD 83(1986)-  46 21 18.     (N)    098 09 04.     (W)     SCALED    
 RQ0071* NAVD 88     -       423.397  (meters)    1389.10   (feet)  ADJUSTED  
 RQ0071  ___________________________________________________________________
 RQ0071  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RQ0071  DYNAMIC HT  -         423.412 (meters)    1389.14  (feet)  COMP
 RQ0071  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RQ0071
 RQ0071  VERT ORDER  -  SECOND    CLASS 0
 RQ0071
 RQ0071.The horizontal coordinates were scaled from a topographic map and have
 RQ0071.an estimated accuracy of +/- 6 seconds.
 RQ0071
 RQ0071.The orthometric height was determined by differential leveling
 RQ0071.and adjusted by the National Geodetic Survey in June 1991..
 RQ0071
 RQ0071.The geoid height was determined by GEOID03.
 RQ0071
 RQ0071.The dynamic height is computed by dividing the NAVD 88
 RQ0071.geopotential number by the normal gravity value computed on the
 RQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0071.degrees latitude (g = 980.6199 gals.).
 RQ0071
 RQ0071.The modeled gravity was interpolated from observed gravity values.
 RQ0071
 RQ0071;                    North         East    Units  Estimated Accuracy
 RQ0071;SPC ND S     -    79,220.      780,750.      MT  (+/- 180 meters Scaled)
 RQ0071
 RQ0071                          SUPERSEDED SURVEY CONTROL
 RQ0071
 RQ0071  NGVD 29 (??/??/92)  423.069  (m)         1388.02   (f) ADJ UNCH    2 0
 RQ0071
 RQ0071.Superseded values are not recommended for survey control.
 RQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0071.See file dsdata.txt to determine how the superseded data were derived.
 RQ0071
 RQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS653338(NAD 83)
 RQ0071_MARKER: DB = BENCH MARK DISK
 RQ0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0071_SP_SET: CULVERT
 RQ0071_STAMPING: J 31 1934
 RQ0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0071
 RQ0071  HISTORY     - Date     Condition        Report By
 RQ0071  HISTORY     - 1934     MONUMENTED       CGS
 RQ0071
 RQ0071                          STATION DESCRIPTION
 RQ0071
 RQ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0071'2.3 MI NE FROM INDEPENDENCE JUNCTION.
 RQ0071'2.3 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0071'STATION AT INDEPENDENCE JUNCTION, LA MOURE COUNTY, ABOUT 13 POLES
 RQ0071'SOUTHWEST OF MILEPOST 79, 16 FEET SOUTH OF THE CENTER OF THE CROSSING
 RQ0071'OF STATE HIGHWAY 13, AT A 24-INCH CORRUGATED MULTIPLE-PIPE CULVERT, IN
 RQ0071'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL, ABOUT 25 FEET
 RQ0071'WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 RQ0071'TRACK.  A STANDARD DISK, STAMPED J 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0072 ***********************************************************************
 TG0072  DESIGNATION -  J 325
 TG0072  PID         -  TG0072
 TG0072  STATE/COUNTY-  ND/MOUNTRAIL
 TG0072  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0072
 TG0072                         *CURRENT SURVEY CONTROL
 TG0072  ___________________________________________________________________
 TG0072* NAD 83(1986)-  48 31 55.     (N)    102 24 31.     (W)     SCALED    
 TG0072* NAVD 88     -       727.630  (meters)    2387.23   (feet)  ADJUSTED  
 TG0072  ___________________________________________________________________
 TG0072  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0072  DYNAMIC HT  -         727.754 (meters)    2387.64  (feet)  COMP
 TG0072  MODELED GRAV-     980,755.7   (mgal)                       NAVD 88
 TG0072
 TG0072  VERT ORDER  -  SECOND    CLASS 0
 TG0072
 TG0072.The horizontal coordinates were scaled from a topographic map and have
 TG0072.an estimated accuracy of +/- 6 seconds.
 TG0072
 TG0072.The orthometric height was determined by differential leveling
 TG0072.and adjusted by the National Geodetic Survey in June 1991..
 TG0072
 TG0072.The geoid height was determined by GEOID03.
 TG0072
 TG0072.The dynamic height is computed by dividing the NAVD 88
 TG0072.geopotential number by the normal gravity value computed on the
 TG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0072.degrees latitude (g = 980.6199 gals.).
 TG0072
 TG0072.The modeled gravity was interpolated from observed gravity values.
 TG0072
 TG0072;                    North         East    Units  Estimated Accuracy
 TG0072;SPC ND N     -   172,070.      459,060.      MT  (+/- 180 meters Scaled)
 TG0072
 TG0072                          SUPERSEDED SURVEY CONTROL
 TG0072
 TG0072  NGVD 29 (??/??/92)  727.18   (m)         2385.8    (f) COMPUTED    2 0
 TG0072
 TG0072.Superseded values are not recommended for survey control.
 TG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0072.See file dsdata.txt to determine how the superseded data were derived.
 TG0072
 TG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP913786(NAD 83)
 TG0072_MARKER: DB = BENCH MARK DISK
 TG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0072_STAMPING: J-325 1935
 TG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0072+STABILITY: SURFACE MOTION
 TG0072
 TG0072  HISTORY     - Date     Condition        Report By
 TG0072  HISTORY     - 1935     MONUMENTED       CGS
 TG0072
 TG0072                          STATION DESCRIPTION
 TG0072
 TG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0072'15.6 MI N FROM STANLEY.
 TG0072'ALONG THE STANLEY-BOWBELLS ROAD (HWY NO. 8).  108 FT NORTH OF
 TG0072'CENTERLINE OF T ROAD EAST, THENCE 33 FT WEST OF CENTERLINE OF HIWAY. 6
 TG0072'FT EAST OF RIGHT OF WAY FENCE, ON TOP OF HILL, ABOUT 2.5 FT ABOVE ROAD
 TG0072'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0073 ***********************************************************************
 TG0073  DESIGNATION -  J 325 RESET
 TG0073  PID         -  TG0073
 TG0073  STATE/COUNTY-  ND/MOUNTRAIL
 TG0073  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0073
 TG0073                         *CURRENT SURVEY CONTROL
 TG0073  ___________________________________________________________________
 TG0073* NAD 83(1986)-  48 31 55.     (N)    102 24 31.     (W)     SCALED    
 TG0073* NAVD 88     -       726.556  (meters)    2383.71   (feet)  ADJUSTED  
 TG0073  ___________________________________________________________________
 TG0073  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG0073  DYNAMIC HT  -         726.680 (meters)    2384.12  (feet)  COMP
 TG0073  MODELED GRAV-     980,755.7   (mgal)                       NAVD 88
 TG0073
 TG0073  VERT ORDER  -  SECOND    CLASS 0
 TG0073
 TG0073.The horizontal coordinates were scaled from a topographic map and have
 TG0073.an estimated accuracy of +/- 6 seconds.
 TG0073
 TG0073.The orthometric height was determined by differential leveling
 TG0073.and adjusted by the National Geodetic Survey in June 1991..
 TG0073
 TG0073.The geoid height was determined by GEOID03.
 TG0073
 TG0073.The dynamic height is computed by dividing the NAVD 88
 TG0073.geopotential number by the normal gravity value computed on the
 TG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0073.degrees latitude (g = 980.6199 gals.).
 TG0073
 TG0073.The modeled gravity was interpolated from observed gravity values.
 TG0073
 TG0073;                    North         East    Units  Estimated Accuracy
 TG0073;SPC ND N     -   172,070.      459,060.      MT  (+/- 180 meters Scaled)
 TG0073
 TG0073                          SUPERSEDED SURVEY CONTROL
 TG0073
 TG0073  NGVD 29 (??/??/92)  726.11   (m)         2382.2    (f) COMPUTED    2 0
 TG0073
 TG0073.Superseded values are not recommended for survey control.
 TG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0073.See file dsdata.txt to determine how the superseded data were derived.
 TG0073
 TG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP913786(NAD 83)
 TG0073_MARKER: DB = BENCH MARK DISK
 TG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0073_STAMPING: J 325 RESET 1952
 TG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0073+STABILITY: SURFACE MOTION
 TG0073
 TG0073  HISTORY     - Date     Condition        Report By
 TG0073  HISTORY     - 1952     MONUMENTED       CGS
 TG0073  HISTORY     - 1963     GOOD             NGS
 TG0073
 TG0073                          STATION DESCRIPTION
 TG0073
 TG0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0073'15.1 MI N FROM STANLEY.
 TG0073'ABOUT 15.1 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0073'STANLEY, ABOUT 0.9 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 50,
 TG0073'ABOUT 35 YARDS NORTHEAST OF THE NORTHEAST EDGE OF A SMALL LAKE, 189
 TG0073'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A FARM ROAD LEADING
 TG0073'WEST, 160 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD, 99 FEET WEST
 TG0073'OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET SOUTH OF A WHITE WOODEN
 TG0073'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TG0073'CONCRETE POST PROJECTING 1 INCH, S 3, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0966 ***********************************************************************
 TG0966  DESIGNATION -  J 326
 TG0966  PID         -  TG0966
 TG0966  STATE/COUNTY-  ND/BURKE
 TG0966  USGS QUAD   -  BATTLEVIEW (1978)
 TG0966
 TG0966                         *CURRENT SURVEY CONTROL
 TG0966  ___________________________________________________________________
 TG0966* NAD 83(1986)-  48 34 43.     (N)    102 47 29.     (W)     SCALED    
 TG0966* NAVD 88     -       672.000  (meters)    2204.72   (feet)  ADJUSTED  
 TG0966  ___________________________________________________________________
 TG0966  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG0966  DYNAMIC HT  -         672.117 (meters)    2205.10  (feet)  COMP
 TG0966  MODELED GRAV-     980,762.1   (mgal)                       NAVD 88
 TG0966
 TG0966  VERT ORDER  -  SECOND    CLASS 0
 TG0966
 TG0966.The horizontal coordinates were scaled from a topographic map and have
 TG0966.an estimated accuracy of +/- 6 seconds.
 TG0966
 TG0966.The orthometric height was determined by differential leveling
 TG0966.and adjusted by the National Geodetic Survey in June 1991..
 TG0966
 TG0966.The geoid height was determined by GEOID03.
 TG0966
 TG0966.The dynamic height is computed by dividing the NAVD 88
 TG0966.geopotential number by the normal gravity value computed on the
 TG0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0966.degrees latitude (g = 980.6199 gals.).
 TG0966
 TG0966.The modeled gravity was interpolated from observed gravity values.
 TG0966
 TG0966;                    North         East    Units  Estimated Accuracy
 TG0966;SPC ND N     -   178,030.      430,960.      MT  (+/- 180 meters Scaled)
 TG0966
 TG0966                          SUPERSEDED SURVEY CONTROL
 TG0966
 TG0966  NGVD 29 (??/??/92)  671.544  (m)         2203.22   (f) ADJ UNCH    2 0
 TG0966
 TG0966.Superseded values are not recommended for survey control.
 TG0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0966.See file dsdata.txt to determine how the superseded data were derived.
 TG0966
 TG0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP628829(NAD 83)
 TG0966_MARKER: DB = BENCH MARK DISK
 TG0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0966_STAMPING: J 326 1935
 TG0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0966+STABILITY: SURFACE MOTION
 TG0966
 TG0966  HISTORY     - Date     Condition        Report By
 TG0966  HISTORY     - 1935     MONUMENTED       CGS
 TG0966  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0966
 TG0966                          STATION DESCRIPTION
 TG0966
 TG0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0966'IN BATTLEVIEW.
 TG0966'AT BATTLEVIEW, BURKE COUNTY, ON STATE HIGHWAY 50, AT THE PUBLIC
 TG0966'SCHOOL, IN THE SOUTHWEST CORNER OF THE SCHOOLYARD, ABOUT 150 YARDS
 TG0966'SOUTHWEST OF THE SCHOOL BUILDING, 105 FEET EAST OF THE POST OFFICE, AT
 TG0966'A ROAD INTERSECTION, 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TG0966'21 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF A
 TG0966'POWERLINE POLE, AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 TG0966'STAMPED J 326 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TG0966
 TG0966                          STATION RECOVERY (1974)
 TG0966
 TG0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1001 ***********************************************************************
 TG1001  DESIGNATION -  J 327
 TG1001  PID         -  TG1001
 TG1001  STATE/COUNTY-  ND/BURKE
 TG1001  USGS QUAD   -  HELDE LAKE (1974)
 TG1001
 TG1001                         *CURRENT SURVEY CONTROL
 TG1001  ___________________________________________________________________
 TG1001* NAD 83(1986)-  48 44 17.     (N)    102 35 24.     (W)     SCALED    
 TG1001* NAVD 88     -       738.571  (meters)    2423.13   (feet)  ADJUSTED  
 TG1001  ___________________________________________________________________
 TG1001  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG1001  DYNAMIC HT  -         738.713 (meters)    2423.59  (feet)  COMP
 TG1001  MODELED GRAV-     980,776.7   (mgal)                       NAVD 88
 TG1001
 TG1001  VERT ORDER  -  SECOND    CLASS 0
 TG1001
 TG1001.The horizontal coordinates were scaled from a topographic map and have
 TG1001.an estimated accuracy of +/- 6 seconds.
 TG1001
 TG1001.The orthometric height was determined by differential leveling
 TG1001.and adjusted by the National Geodetic Survey in June 1991..
 TG1001
 TG1001.The geoid height was determined by GEOID03.
 TG1001
 TG1001.The dynamic height is computed by dividing the NAVD 88
 TG1001.geopotential number by the normal gravity value computed on the
 TG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1001.degrees latitude (g = 980.6199 gals.).
 TG1001
 TG1001.The modeled gravity was interpolated from observed gravity values.
 TG1001
 TG1001;                    North         East    Units  Estimated Accuracy
 TG1001;SPC ND N     -   195,330.      446,290.      MT  (+/- 180 meters Scaled)
 TG1001
 TG1001                          SUPERSEDED SURVEY CONTROL
 TG1001
 TG1001  NGVD 29 (??/??/92)  738.127  (m)         2421.67   (f) ADJ UNCH    2 0
 TG1001
 TG1001.Superseded values are not recommended for survey control.
 TG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1001.See file dsdata.txt to determine how the superseded data were derived.
 TG1001
 TG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ771011(NAD 83)
 TG1001_MARKER: DB = BENCH MARK DISK
 TG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1001_STAMPING: J 327 1935
 TG1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1001+STABILITY: SURFACE MOTION
 TG1001
 TG1001  HISTORY     - Date     Condition        Report By
 TG1001  HISTORY     - 1935     MONUMENTED       CGS
 TG1001  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1001
 TG1001                          STATION DESCRIPTION
 TG1001
 TG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1001'10.2 MI S FROM LIGNITE.
 TG1001'10.2 MILES SOUTH ALONG THE POWERS LAKE ROAD FROM THE GREAT NORTHERN
 TG1001'RAILWAY STATION AT LIGNITE, BURKE COUNTY, AT AN ABANDONED FIELD
 TG1001'ENTRANCE, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, 12 FEET NORTH OF
 TG1001'THE CENTERLINE OF THE ABANDONED FIELD ENTRANCE, 2 FEET INSIDE THE
 TG1001'RIGHT-OF-WAY FENCE, AND ABOUT 2-1/2 FEET LOWER THAN THE ROAD.  A
 TG1001'STANDARD DISK, STAMPED J 327 1935 AND SET IN THE TOP OF A CONCRETE
 TG1001'POST.
 TG1001
 TG1001                          STATION RECOVERY (1974)
 TG1001
 TG1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0333 ***********************************************************************
 TG0333  DESIGNATION -  J 328
 TG0333  PID         -  TG0333
 TG0333  STATE/COUNTY-  ND/BURKE
 TG0333  USGS QUAD   -  BOWBELLS (1947)
 TG0333
 TG0333                         *CURRENT SURVEY CONTROL
 TG0333  ___________________________________________________________________
 TG0333* NAD 83(1986)-  48 46 42.     (N)    102 13 42.     (W)     SCALED    
 TG0333* NAVD 88     -       596.488  (meters)    1956.98   (feet)  ADJUSTED  
 TG0333  ___________________________________________________________________
 TG0333  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TG0333  DYNAMIC HT  -         596.611 (meters)    1957.38  (feet)  COMP
 TG0333  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 TG0333
 TG0333  VERT ORDER  -  SECOND    CLASS 0
 TG0333
 TG0333.The horizontal coordinates were scaled from a topographic map and have
 TG0333.an estimated accuracy of +/- 6 seconds.
 TG0333
 TG0333.The orthometric height was determined by differential leveling
 TG0333.and adjusted by the National Geodetic Survey in June 1991..
 TG0333
 TG0333.The geoid height was determined by GEOID03.
 TG0333
 TG0333.The dynamic height is computed by dividing the NAVD 88
 TG0333.geopotential number by the normal gravity value computed on the
 TG0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0333.degrees latitude (g = 980.6199 gals.).
 TG0333
 TG0333.The modeled gravity was interpolated from observed gravity values.
 TG0333
 TG0333;                    North         East    Units  Estimated Accuracy
 TG0333;SPC ND N     -   199,150.      472,980.      MT  (+/- 180 meters Scaled)
 TG0333
 TG0333                          SUPERSEDED SURVEY CONTROL
 TG0333
 TG0333  NGVD 29 (??/??/92)  596.104  (m)         1955.72   (f) ADJ UNCH    2 0
 TG0333
 TG0333.Superseded values are not recommended for survey control.
 TG0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0333.See file dsdata.txt to determine how the superseded data were derived.
 TG0333
 TG0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ036065(NAD 83)
 TG0333_MARKER: DB = BENCH MARK DISK
 TG0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0333_STAMPING: J 328 1935
 TG0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0333+STABILITY: SURFACE MOTION
 TG0333
 TG0333  HISTORY     - Date     Condition        Report By
 TG0333  HISTORY     - 1935     MONUMENTED       CGS
 TG0333
 TG0333                          STATION DESCRIPTION
 TG0333
 TG0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0333'6.2 MI N FROM NIOBE.
 TG0333'IN BURKE COUNTY, 6.2 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM
 TG0333'THE STATION AT NIOBE, WARD COUNTY, 1/2 POLE SOUTH OF MILEPOST 6, AT A
 TG0333'ROAD CROSSING, 63 FEET EAST OF THE CENTERLINE OF THE TRACK, 42 FEET
 TG0333'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF THE RIGHT-OF-WAY
 TG0333'FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J
 TG0333'328 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0247 ***********************************************************************
 RP0247  DESIGNATION -  J 33
 RP0247  PID         -  RP0247
 RP0247  STATE/COUNTY-  ND/RICHLAND
 RP0247  USGS QUAD   -  HANKINSON SE (1979)
 RP0247
 RP0247                         *CURRENT SURVEY CONTROL
 RP0247  ___________________________________________________________________
 RP0247* NAD 83(1986)-  46 04 08.     (N)    096 50 42.     (W)     SCALED    
 RP0247* NAVD 88     -       319.440  (meters)    1048.03   (feet)  ADJUSTED  
 RP0247  ___________________________________________________________________
 RP0247  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RP0247  DYNAMIC HT  -         319.441 (meters)    1048.03  (feet)  COMP
 RP0247  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 RP0247
 RP0247  VERT ORDER  -  SECOND    CLASS 0
 RP0247
 RP0247.The horizontal coordinates were scaled from a topographic map and have
 RP0247.an estimated accuracy of +/- 6 seconds.
 RP0247
 RP0247.The orthometric height was determined by differential leveling
 RP0247.and adjusted by the National Geodetic Survey in June 1991..
 RP0247
 RP0247.The geoid height was determined by GEOID03.
 RP0247
 RP0247.The dynamic height is computed by dividing the NAVD 88
 RP0247.geopotential number by the normal gravity value computed on the
 RP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0247.degrees latitude (g = 980.6199 gals.).
 RP0247
 RP0247.The modeled gravity was interpolated from observed gravity values.
 RP0247
 RP0247;                    North         East    Units  Estimated Accuracy
 RP0247;SPC ND S     -    51,290.      882,680.      MT  (+/- 180 meters Scaled)
 RP0247
 RP0247                          SUPERSEDED SURVEY CONTROL
 RP0247
 RP0247  NGVD 29 (??/??/92)  319.208  (m)         1047.27   (f) ADJ UNCH    2 0
 RP0247
 RP0247.Superseded values are not recommended for survey control.
 RP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0247.See file dsdata.txt to determine how the superseded data were derived.
 RP0247
 RP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS666039(NAD 83)
 RP0247_MARKER: DB = BENCH MARK DISK
 RP0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0247_STAMPING: J 33 1934
 RP0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0247+STABILITY: SURFACE MOTION
 RP0247
 RP0247  HISTORY     - Date     Condition        Report By
 RP0247  HISTORY     - 1934     MONUMENTED       CGS
 RP0247  HISTORY     - 1963     GOOD             USGS
 RP0247  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0247
 RP0247                          STATION DESCRIPTION
 RP0247
 RP0247'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 RP0247'2.7 MI E FROM HANKINSON.
 RP0247'2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0247'HANKINSON, RICHLAND COUNTY, 4 POLES EAST OF MILEPOST 23, AT A
 RP0247'PUBLIC-ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 116
 RP0247'FEET WEST OF A CROSSING SIGNAL, 28 FEET NORTH OF THE CENTERLINE OF THE
 RP0247'TRACK, 16 FEET SOUTH OF A POLE, AND LEVEL WITH THE TRACK.  A STANDARD
 RP0247'DISK, STAMPED J 33 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RP0247'BENCH MARK IS CHIPPED AND LEANING TO THE SOUTH.  USE WITH CAUTION.
 RP0247
 RP0247                          STATION RECOVERY (1990)
 RP0247
 RP0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1236 ***********************************************************************
 TF1236  DESIGNATION -  J 330
 TF1236  PID         -  TF1236
 TF1236  STATE/COUNTY-  ND/WARD
 TF1236  USGS QUAD   -  AURELIA (1980)
 TF1236
 TF1236                         *CURRENT SURVEY CONTROL
 TF1236  ___________________________________________________________________
 TF1236* NAD 83(1986)-  48 26 41.     (N)    101 55 46.     (W)     SCALED    
 TF1236* NAVD 88     -       676.856  (meters)    2220.65   (feet)  ADJUSTED  
 TF1236  ___________________________________________________________________
 TF1236  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 TF1236  DYNAMIC HT  -         676.969 (meters)    2221.02  (feet)  COMP
 TF1236  MODELED GRAV-     980,754.5   (mgal)                       NAVD 88
 TF1236
 TF1236  VERT ORDER  -  SECOND    CLASS 0
 TF1236
 TF1236.The horizontal coordinates were scaled from a topographic map and have
 TF1236.an estimated accuracy of +/- 6 seconds.
 TF1236
 TF1236.The orthometric height was determined by differential leveling
 TF1236.and adjusted by the National Geodetic Survey in June 1991..
 TF1236
 TF1236.The geoid height was determined by GEOID03.
 TF1236
 TF1236.The dynamic height is computed by dividing the NAVD 88
 TF1236.geopotential number by the normal gravity value computed on the
 TF1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1236.degrees latitude (g = 980.6199 gals.).
 TF1236
 TF1236.The modeled gravity was interpolated from observed gravity values.
 TF1236
 TF1236;                    North         East    Units  Estimated Accuracy
 TF1236;SPC ND N     -   161,610.      494,260.      MT  (+/- 180 meters Scaled)
 TF1236
 TF1236                          SUPERSEDED SURVEY CONTROL
 TF1236
 TF1236  NGVD 29 (??/??/92)  676.403  (m)         2219.17   (f) ADJ UNCH    2 0
 TF1236
 TF1236.Superseded values are not recommended for survey control.
 TF1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1236.See file dsdata.txt to determine how the superseded data were derived.
 TF1236
 TF1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU833698(NAD 83)
 TF1236_MARKER: DB = BENCH MARK DISK
 TF1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1236_STAMPING: J 330 1935
 TF1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1236+STABILITY: SURFACE MOTION
 TF1236
 TF1236  HISTORY     - Date     Condition        Report By
 TF1236  HISTORY     - 1935     MONUMENTED       CGS
 TF1236
 TF1236                          STATION DESCRIPTION
 TF1236
 TF1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1236'3.0 MI W FROM HARTLAND.
 TF1236'3.0 MILES WEST ALONG A ROAD FROM HARTLAND, WARD COUNTY, THENCE 3.0
 TF1236'MILES NORTH AND 2.0 MILES WEST ALONG ROADS.  AT A ROAD INTERSECTION,
 TF1236'54 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 42 FEET
 TF1236'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2-1/2 FEET HIGHER
 TF1236'THAN THE ROAD.  A STANDARD DISK, STAMPED J 330 1935 AND SET IN THE TOP
 TF1236'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0933 ***********************************************************************
 TG0933  DESIGNATION -  J 331
 TG0933  PID         -  TG0933
 TG0933  STATE/COUNTY-  ND/MOUNTRAIL
 TG0933  USGS QUAD   -  WHITE EARTH (1969)
 TG0933
 TG0933                         *CURRENT SURVEY CONTROL
 TG0933  ___________________________________________________________________
 TG0933* NAD 83(1986)-  48 29 23.     (N)    102 45 16.     (W)     SCALED    
 TG0933* NAVD 88     -       682.797  (meters)    2240.14   (feet)  ADJUSTED  
 TG0933  ___________________________________________________________________
 TG0933  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG0933  DYNAMIC HT  -         682.907 (meters)    2240.50  (feet)  COMP
 TG0933  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 TG0933
 TG0933  VERT ORDER  -  SECOND    CLASS 0
 TG0933
 TG0933.The horizontal coordinates were scaled from a topographic map and have
 TG0933.an estimated accuracy of +/- 6 seconds.
 TG0933
 TG0933.The orthometric height was determined by differential leveling
 TG0933.and adjusted by the National Geodetic Survey in June 1991..
 TG0933
 TG0933.The geoid height was determined by GEOID03.
 TG0933
 TG0933.The dynamic height is computed by dividing the NAVD 88
 TG0933.geopotential number by the normal gravity value computed on the
 TG0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0933.degrees latitude (g = 980.6199 gals.).
 TG0933
 TG0933.The modeled gravity was interpolated from observed gravity values.
 TG0933
 TG0933;                    North         East    Units  Estimated Accuracy
 TG0933;SPC ND N     -   168,070.      433,390.      MT  (+/- 180 meters Scaled)
 TG0933
 TG0933                          SUPERSEDED SURVEY CONTROL
 TG0933
 TG0933  NGVD 29 (??/??/92)  682.310  (m)         2238.55   (f) ADJ UNCH    2 0
 TG0933
 TG0933.Superseded values are not recommended for survey control.
 TG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0933.See file dsdata.txt to determine how the superseded data were derived.
 TG0933
 TG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP659731(NAD 83)
 TG0933_MARKER: DB = BENCH MARK DISK
 TG0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0933_STAMPING: J 331 1935
 TG0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0933+STABILITY: SURFACE MOTION
 TG0933
 TG0933  HISTORY     - Date     Condition        Report By
 TG0933  HISTORY     - 1935     MONUMENTED       CGS
 TG0933  HISTORY     - 1953     GOOD             NGS
 TG0933
 TG0933                          STATION DESCRIPTION
 TG0933
 TG0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TG0933'6.0 MI S FROM POWERS LAKE.
 TG0933'IN MOUNTRAIL COUNTY, 6.0 MILES SOUTH ALONG THE MANITOU ROAD FROM
 TG0933'POWERS LAKE, BURKE COUNTY, THENCE 5.1 MILES WEST ALONG A ROAD.  ON THE
 TG0933'WEST SIDE OF WHITE EARTH RIVER VALLEY, NEAR THE TOP OF A LONG HILL, 51
 TG0933'FEET NORTH OF THE CENTERLINE OF THE ROAD, 13 FEET SOUTH OF THE BASE OF
 TG0933'A LARGE MOUND, AND 1-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 TG0933'STAMPED J 331 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0988 ***********************************************************************
 TG0988  DESIGNATION -  J 332
 TG0988  PID         -  TG0988
 TG0988  STATE/COUNTY-  ND/BURKE
 TG0988  USGS QUAD   -  BATTLEVIEW (1978)
 TG0988
 TG0988                         *CURRENT SURVEY CONTROL
 TG0988  ___________________________________________________________________
 TG0988* NAD 83(1986)-  48 34 31.     (N)    102 51 54.     (W)     SCALED    
 TG0988* NAVD 88     -       702.117  (meters)    2303.53   (feet)  ADJUSTED  
 TG0988  ___________________________________________________________________
 TG0988  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG0988  DYNAMIC HT  -         702.233 (meters)    2303.91  (feet)  COMP
 TG0988  MODELED GRAV-     980,752.4   (mgal)                       NAVD 88
 TG0988
 TG0988  VERT ORDER  -  SECOND    CLASS 0
 TG0988
 TG0988.The horizontal coordinates were scaled from a topographic map and have
 TG0988.an estimated accuracy of +/- 6 seconds.
 TG0988
 TG0988.The orthometric height was determined by differential leveling
 TG0988.and adjusted by the National Geodetic Survey in June 1991..
 TG0988
 TG0988.The geoid height was determined by GEOID03.
 TG0988
 TG0988.The dynamic height is computed by dividing the NAVD 88
 TG0988.geopotential number by the normal gravity value computed on the
 TG0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0988.degrees latitude (g = 980.6199 gals.).
 TG0988
 TG0988.The modeled gravity was interpolated from observed gravity values.
 TG0988
 TG0988;                    North         East    Units  Estimated Accuracy
 TG0988;SPC ND N     -   177,830.      425,510.      MT  (+/- 180 meters Scaled)
 TG0988
 TG0988                          SUPERSEDED SURVEY CONTROL
 TG0988
 TG0988  NGVD 29 (??/??/92)  701.651  (m)         2302.00   (f) ADJ UNCH    2 0
 TG0988
 TG0988.Superseded values are not recommended for survey control.
 TG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0988.See file dsdata.txt to determine how the superseded data were derived.
 TG0988
 TG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP574824(NAD 83)
 TG0988_MARKER: DB = BENCH MARK DISK
 TG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0988_STAMPING: J 332 1935
 TG0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0988+STABILITY: SURFACE MOTION
 TG0988
 TG0988  HISTORY     - Date     Condition        Report By
 TG0988  HISTORY     - 1935     MONUMENTED       CGS
 TG0988  HISTORY     - 1953     GOOD             DOD
 TG0988
 TG0988                          STATION DESCRIPTION
 TG0988
 TG0988'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TG0988'3.6 MI W FROM BATTLEVIEW.
 TG0988'3.6 MILES WEST ALONG STATE HIGHWAY 50 FROM BATTLEVIEW, BURKE COUNTY,
 TG0988'AT THE JUNCTION OF A ROAD LEADING SOUTH, 50 FEET NORTH OF THE
 TG0988'CENTERLINE OF THE HIGHWAY, 48 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TG0988'18 FEET INSIDE THE RIGHT-OF-WAY FENCE, 9 FEET WEST OF A FENCE LEADING
 TG0988'NORTH, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED J 332
 TG0988'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0989 ***********************************************************************
 TG0989  DESIGNATION -  J 332 RESET
 TG0989  PID         -  TG0989
 TG0989  STATE/COUNTY-  ND/BURKE
 TG0989  USGS QUAD   -  BATTLEVIEW (1978)
 TG0989
 TG0989                         *CURRENT SURVEY CONTROL
 TG0989  ___________________________________________________________________
 TG0989* NAD 83(1986)-  48 34 31.     (N)    102 51 54.     (W)     SCALED    
 TG0989* NAVD 88     -       701.95   (+/-2cm)    2303.0    (feet)  VERTCON   
 TG0989  ___________________________________________________________________
 TG0989  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG0989
 TG0989  VERT ORDER  -  THIRD (See Below)
 TG0989
 TG0989.The horizontal coordinates were scaled from a topographic map and have
 TG0989.an estimated accuracy of +/- 6 seconds.
 TG0989
 TG0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0989.The vertical order pertains to the NGVD 29 superseded value.
 TG0989
 TG0989.The geoid height was determined by GEOID03.
 TG0989
 TG0989;                    North         East    Units  Estimated Accuracy
 TG0989;SPC ND N     -   177,830.      425,510.      MT  (+/- 180 meters Scaled)
 TG0989
 TG0989                          SUPERSEDED SURVEY CONTROL
 TG0989
 TG0989  NGVD 29 (11/04/04)  701.49   (m)         2301.5    (f) RESET       3  
 TG0989
 TG0989.Superseded values are not recommended for survey control.
 TG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0989.See file dsdata.txt to determine how the superseded data were derived.
 TG0989
 TG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP574824(NAD 83)
 TG0989_MARKER: DB = BENCH MARK DISK
 TG0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0989_STAMPING: J 332 RESET 1961
 TG0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0989+STABILITY: SURFACE MOTION
 TG0989
 TG0989  HISTORY     - Date     Condition        Report By
 TG0989  HISTORY     - 1961     MONUMENTED       CGS
 TG0989
 TG0989                          STATION DESCRIPTION
 TG0989
 TG0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 TG0989'3.6 MI W FROM BATTLEVIEW.
 TG0989'THIS MARK IS LOCATED ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 50 FROM
 TG0989'BATTLEVIEW, IN THE NORTHWEST ANGLE OF CROSSROADS, ABOUT 101 FEET NORTH
 TG0989'OF THE CENTERLINE OF THE HIGHWAY, 71 FEET WEST OF THE CENTERLINE OF
 TG0989'THE ROAD LEADING NORTH, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER AND 1
 TG0989'1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 TG0989'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1016 ***********************************************************************
 TF1016  DESIGNATION -  J 334
 TF1016  PID         -  TF1016
 TF1016  STATE/COUNTY-  ND/WARD
 TF1016  USGS QUAD   -  DEERING (1949)
 TF1016
 TF1016                         *CURRENT SURVEY CONTROL
 TF1016  ___________________________________________________________________
 TF1016* NAD 83(1986)-  48 26 38.     (N)    101 07 30.     (W)     SCALED    
 TF1016* NAVD 88     -       474.457  (meters)    1556.61   (feet)  ADJUSTED  
 TF1016  ___________________________________________________________________
 TF1016  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF1016  DYNAMIC HT  -         474.548 (meters)    1556.91  (feet)  COMP
 TF1016  MODELED GRAV-     980,786.3   (mgal)                       NAVD 88
 TF1016
 TF1016  VERT ORDER  -  SECOND    CLASS 0
 TF1016
 TF1016.The horizontal coordinates were scaled from a topographic map and have
 TF1016.an estimated accuracy of +/- 6 seconds.
 TF1016
 TF1016.The orthometric height was determined by differential leveling
 TF1016.and adjusted by the National Geodetic Survey in June 1991..
 TF1016
 TF1016.The geoid height was determined by GEOID03.
 TF1016
 TF1016.The dynamic height is computed by dividing the NAVD 88
 TF1016.geopotential number by the normal gravity value computed on the
 TF1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1016.degrees latitude (g = 980.6199 gals.).
 TF1016
 TF1016.The modeled gravity was interpolated from observed gravity values.
 TF1016
 TF1016;                    North         East    Units  Estimated Accuracy
 TF1016;SPC ND N     -   160,720.      553,760.      MT  (+/- 180 meters Scaled)
 TF1016
 TF1016                          SUPERSEDED SURVEY CONTROL
 TF1016
 TF1016  NGVD 29 (??/??/92)  474.086  (m)         1555.40   (f) ADJ UNCH    2 0
 TF1016
 TF1016.Superseded values are not recommended for survey control.
 TF1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1016.See file dsdata.txt to determine how the superseded data were derived.
 TF1016
 TF1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU428678(NAD 83)
 TF1016_MARKER: DB = BENCH MARK DISK
 TF1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1016_STAMPING: J-334 1935
 TF1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1016+STABILITY: SURFACE MOTION
 TF1016
 TF1016  HISTORY     - Date     Condition        Report By
 TF1016  HISTORY     - 1935     MONUMENTED       CGS
 TF1016
 TF1016                          STATION DESCRIPTION
 TF1016
 TF1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1016'IN WOLSETH.
 TF1016'ALONG THE SURREY-WOLSETH ROAD, 0.2 MILES SOUTH OF RAILROAD CROSSING AT
 TF1016'WOLSETH.  SET IN POST ON OPPOSITE SIDE OF ROAD FROM SCHOOL HOUSE. 36
 TF1016'FT NORTH OF CENTERLINE OF CROSS ROAD, 33 FT EAST OF CENTERLINE OF MAIN
 TF1016'ROAD AND 3 FT EAST OF POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0779 ***********************************************************************
 TF0779  DESIGNATION -  J 335 RESET
 TF0779  PID         -  TF0779
 TF0779  STATE/COUNTY-  ND/RENVILLE
 TF0779  USGS QUAD   -  LANSFORD SE (1949)
 TF0779
 TF0779                         *CURRENT SURVEY CONTROL
 TF0779  ___________________________________________________________________
 TF0779* NAD 83(1986)-  48 31 53.     (N)    101 17 57.     (W)     SCALED    
 TF0779* NAVD 88     -       486.16   (+/-2cm)    1595.0    (feet)  VERTCON   
 TF0779  ___________________________________________________________________
 TF0779  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TF0779
 TF0779  VERT ORDER  -  THIRD (See Below)
 TF0779
 TF0779.The horizontal coordinates were scaled from a topographic map and have
 TF0779.an estimated accuracy of +/- 6 seconds.
 TF0779
 TF0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0779.The vertical order pertains to the NGVD 29 superseded value.
 TF0779
 TF0779.The geoid height was determined by GEOID03.
 TF0779
 TF0779;                    North         East    Units  Estimated Accuracy
 TF0779;SPC ND N     -   170,570.      540,980.      MT  (+/- 180 meters Scaled)
 TF0779
 TF0779                          SUPERSEDED SURVEY CONTROL
 TF0779
 TF0779  NGVD 29 (11/04/04)  485.81   (m)         1593.9    (f) RESET       3  
 TF0779
 TF0779.Superseded values are not recommended for survey control.
 TF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0779.See file dsdata.txt to determine how the superseded data were derived.
 TF0779
 TF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU302779(NAD 83)
 TF0779_MARKER: DB = BENCH MARK DISK
 TF0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0779_STAMPING: J 335 RESET 1966
 TF0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0779+STABILITY: SURFACE MOTION
 TF0779
 TF0779  HISTORY     - Date     Condition        Report By
 TF0779  HISTORY     - 1966     MONUMENTED       CGS
 TF0779
 TF0779                          STATION DESCRIPTION
 TF0779
 TF0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0779'2.8 MI S FROM FORFAR.
 TF0779'ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 TF0779'GREAT NORTHERN RAILWAY AT FORFAR, AT A ROAD INTERSECTION, 100 FEET
 TF0779'EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 34 FEET NORTH OF THE CENTER
 TF0779'OF A SECTION LINE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND IS
 TF0779'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1439 ***********************************************************************
 TF1439  DESIGNATION -  J 336
 TF1439  PID         -  TF1439
 TF1439  STATE/COUNTY-  ND/RENVILLE
 TF1439  USGS QUAD   -  GRANO (1949)
 TF1439
 TF1439                         *CURRENT SURVEY CONTROL
 TF1439  ___________________________________________________________________
 TF1439* NAD 83(1986)-  48 35 22.     (N)    101 31 00.     (W)     SCALED    
 TF1439* NAVD 88     -       514.340  (meters)    1687.46   (feet)  ADJUSTED  
 TF1439  ___________________________________________________________________
 TF1439  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 TF1439  DYNAMIC HT  -         514.443 (meters)    1687.80  (feet)  COMP
 TF1439  MODELED GRAV-     980,793.8   (mgal)                       NAVD 88
 TF1439
 TF1439  VERT ORDER  -  SECOND    CLASS 0
 TF1439
 TF1439.The horizontal coordinates were scaled from a topographic map and have
 TF1439.an estimated accuracy of +/- 6 seconds.
 TF1439
 TF1439.The orthometric height was determined by differential leveling
 TF1439.and adjusted by the National Geodetic Survey in June 1991..
 TF1439
 TF1439.The geoid height was determined by GEOID03.
 TF1439
 TF1439.The dynamic height is computed by dividing the NAVD 88
 TF1439.geopotential number by the normal gravity value computed on the
 TF1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1439.degrees latitude (g = 980.6199 gals.).
 TF1439
 TF1439.The modeled gravity was interpolated from observed gravity values.
 TF1439
 TF1439;                    North         East    Units  Estimated Accuracy
 TF1439;SPC ND N     -   177,220.      525,000.      MT  (+/- 180 meters Scaled)
 TF1439
 TF1439                          SUPERSEDED SURVEY CONTROL
 TF1439
 TF1439  NGVD 29 (??/??/92)  514.003  (m)         1686.36   (f) ADJ UNCH    2 0
 TF1439
 TF1439.Superseded values are not recommended for survey control.
 TF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1439.See file dsdata.txt to determine how the superseded data were derived.
 TF1439
 TF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU144848(NAD 83)
 TF1439_MARKER: DB = BENCH MARK DISK
 TF1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1439_STAMPING: J 336 1935
 TF1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1439+STABILITY: SURFACE MOTION
 TF1439
 TF1439  HISTORY     - Date     Condition        Report By
 TF1439  HISTORY     - 1935     MONUMENTED       CGS
 TF1439
 TF1439                          STATION DESCRIPTION
 TF1439
 TF1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1439'1.0 MI W FROM CHOLA.
 TF1439'1.0 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT CHOLA,
 TF1439'RENVILLE COUNTY, 2.1 MILES SOUTH ALONG A ROAD.  0.2 MILE SOUTH OF A
 TF1439'SCHOOL, AT A ROAD INTERSECTION, 60 FEET EAST OF THE CENTERLINE OF THE
 TF1439'NORTH-AND-SOUTH ROAD, AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 TF1439'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED J 336 1935 AND SET IN
 TF1439'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0512 ***********************************************************************
 RP0512  DESIGNATION -  J 34
 RP0512  PID         -  RP0512
 RP0512  STATE/COUNTY-  ND/SARGENT
 RP0512  USGS QUAD   -  FORMAN (1958)
 RP0512
 RP0512                         *CURRENT SURVEY CONTROL
 RP0512  ___________________________________________________________________
 RP0512* NAD 83(1986)-  46 02 40.     (N)    097 42 58.     (W)     SCALED    
 RP0512* NAVD 88     -       399.676  (meters)    1311.27   (feet)  ADJUSTED  
 RP0512  ___________________________________________________________________
 RP0512  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 RP0512  DYNAMIC HT  -         399.665 (meters)    1311.23  (feet)  COMP
 RP0512  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 RP0512
 RP0512  VERT ORDER  -  SECOND    CLASS 0
 RP0512
 RP0512.The horizontal coordinates were scaled from a topographic map and have
 RP0512.an estimated accuracy of +/- 6 seconds.
 RP0512
 RP0512.The orthometric height was determined by differential leveling
 RP0512.and adjusted by the National Geodetic Survey in June 1991..
 RP0512
 RP0512.The geoid height was determined by GEOID03.
 RP0512
 RP0512.The dynamic height is computed by dividing the NAVD 88
 RP0512.geopotential number by the normal gravity value computed on the
 RP0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0512.degrees latitude (g = 980.6199 gals.).
 RP0512
 RP0512.The modeled gravity was interpolated from observed gravity values.
 RP0512
 RP0512;                    North         East    Units  Estimated Accuracy
 RP0512;SPC ND S     -    45,810.      815,440.      MT  (+/- 180 meters Scaled)
 RP0512
 RP0512                          SUPERSEDED SURVEY CONTROL
 RP0512
 RP0512  NGVD 29 (??/??/92)  399.372  (m)         1310.27   (f) ADJ UNCH    2 0
 RP0512
 RP0512.Superseded values are not recommended for survey control.
 RP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0512.See file dsdata.txt to determine how the superseded data were derived.
 RP0512
 RP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR993997(NAD 83)
 RP0512_MARKER: DB = BENCH MARK DISK
 RP0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0512_STAMPING: J 34 1934
 RP0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0512+STABILITY: SURFACE MOTION
 RP0512
 RP0512  HISTORY     - Date     Condition        Report By
 RP0512  HISTORY     - 1934     MONUMENTED       CGS
 RP0512
 RP0512                          STATION DESCRIPTION
 RP0512
 RP0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0512'8.8 MI E FROM STRAUBVILLE.
 RP0512'8.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0512'STRAUBVILLE, SARGENT COUNTY, ABOUT 6 POLES EAST OF MILEPOST 10, AT A
 RP0512'PUBLIC ROAD CROSSING, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 48
 RP0512'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 5 FEET EAST AND 3 FEET
 RP0512'NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT HIGHER THAN THE
 RP0512'TRACK.  A STANDARD DISK, STAMPED J 34 1934 AND SET IN THE TOP OF A
 RP0512'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0028 ***********************************************************************
 TF0028  DESIGNATION -  J 340 RESET
 TF0028  PID         -  TF0028
 TF0028  STATE/COUNTY-  ND/BOTTINEAU
 TF0028  USGS QUAD   -  BOTTINEAU (1981)
 TF0028
 TF0028                         *CURRENT SURVEY CONTROL
 TF0028  ___________________________________________________________________
 TF0028* NAD 83(1986)-  48 49 14.     (N)    100 27 56.     (W)     SCALED    
 TF0028* NAVD 88     -       487.89   (+/-2cm)    1600.7    (feet)  VERTCON   
 TF0028  ___________________________________________________________________
 TF0028  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF0028
 TF0028  VERT ORDER  -  THIRD (See Below)
 TF0028
 TF0028.The horizontal coordinates were scaled from a topographic map and have
 TF0028.an estimated accuracy of +/- 6 seconds.
 TF0028
 TF0028.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0028.The vertical order pertains to the NGVD 29 superseded value.
 TF0028
 TF0028.The geoid height was determined by GEOID03.
 TF0028
 TF0028;                    North         East    Units  Estimated Accuracy
 TF0028;SPC ND N     -   202,420.      602,530.      MT  (+/- 180 meters Scaled)
 TF0028
 TF0028                          SUPERSEDED SURVEY CONTROL
 TF0028
 TF0028  NGVD 29 (11/04/04)  487.50   (m)         1599.4    (f) RESET       3  
 TF0028
 TF0028.Superseded values are not recommended for survey control.
 TF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0028.See file dsdata.txt to determine how the superseded data were derived.
 TF0028
 TF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV924085(NAD 83)
 TF0028_MARKER: DB = BENCH MARK DISK
 TF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0028_STAMPING: J 340 RESET 1941
 TF0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0028+STABILITY: SURFACE MOTION
 TF0028
 TF0028  HISTORY     - Date     Condition        Report By
 TF0028  HISTORY     - 1941     MONUMENTED       CGS
 TF0028
 TF0028                          STATION DESCRIPTION
 TF0028
 TF0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 TF0028'1.5 MI W FROM BOTTINEAU.
 TF0028'1.5 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CITY WATER TOWER AT
 TF0028'BOTTINEAU, BOTTINEAU COUNTY, 0.1 MILE EAST OF A ROAD INTERSECTION, 570
 TF0028'FEET EAST AND 100 FEET SOUTH OF THE SECTION CORNER COMMON TO SECTIONS
 TF0028'25, 26, 35 AND 36, T. 162 N., R. 76 W.  A STANDARD DISK, STAMPED J 340
 TF0028'RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0784 ***********************************************************************
 TF0784  DESIGNATION -  J 342
 TF0784  PID         -  TF0784
 TF0784  STATE/COUNTY-  ND/BOTTINEAU
 TF0784  USGS QUAD   -  MAXBASS (1949)
 TF0784
 TF0784                         *CURRENT SURVEY CONTROL
 TF0784  ___________________________________________________________________
 TF0784* NAD 83(1986)-  48 43 11.     (N)    101 08 49.     (W)     SCALED    
 TF0784* NAVD 88     -       459.133  (meters)    1506.34   (feet)  ADJUSTED  
 TF0784  ___________________________________________________________________
 TF0784  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0784  DYNAMIC HT  -         459.232 (meters)    1506.66  (feet)  COMP
 TF0784  MODELED GRAV-     980,811.9   (mgal)                       NAVD 88
 TF0784
 TF0784  VERT ORDER  -  SECOND    CLASS 0
 TF0784
 TF0784.The horizontal coordinates were scaled from a topographic map and have
 TF0784.an estimated accuracy of +/- 6 seconds.
 TF0784
 TF0784.The orthometric height was determined by differential leveling
 TF0784.and adjusted by the National Geodetic Survey in June 1991..
 TF0784
 TF0784.The geoid height was determined by GEOID03.
 TF0784
 TF0784.The dynamic height is computed by dividing the NAVD 88
 TF0784.geopotential number by the normal gravity value computed on the
 TF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0784.degrees latitude (g = 980.6199 gals.).
 TF0784
 TF0784.The modeled gravity was interpolated from observed gravity values.
 TF0784
 TF0784;                    North         East    Units  Estimated Accuracy
 TF0784;SPC ND N     -   191,410.      552,400.      MT  (+/- 180 meters Scaled)
 TF0784
 TF0784                          SUPERSEDED SURVEY CONTROL
 TF0784
 TF0784  NGVD 29 (??/??/92)  458.771  (m)         1505.15   (f) ADJ UNCH    2 0
 TF0784
 TF0784.Superseded values are not recommended for survey control.
 TF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0784.See file dsdata.txt to determine how the superseded data were derived.
 TF0784
 TF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU420985(NAD 83)
 TF0784_MARKER: DB = BENCH MARK DISK
 TF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0784_STAMPING: J 342 1935
 TF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0784+STABILITY: SURFACE MOTION
 TF0784
 TF0784  HISTORY     - Date     Condition        Report By
 TF0784  HISTORY     - 1935     MONUMENTED       CGS
 TF0784  HISTORY     - 1940     GOOD             NGS
 TF0784
 TF0784                          STATION DESCRIPTION
 TF0784
 TF0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0784'IN MAXBASS.
 TF0784'AT MAXBASS, BOTTINEAU COUNTY, ON THE GREAT NORTHERN RAILWAY, 0.2 MILE
 TF0784'WEST OF THE STATION, AT A ROAD CROSSING, 36 FEET WEST OF THE
 TF0784'CENTERLINE OF THE ROAD, 26 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 TF0784'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 TF0784'THAN THE TRACK.  A STANDARD DISK, STAMPED J 342 1935 AND SET IN THE
 TF0784'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1620 ***********************************************************************
 TF1620  DESIGNATION -  J 343
 TF1620  PID         -  TF1620
 TF1620  STATE/COUNTY-  ND/RENVILLE
 TF1620  USGS QUAD   -  GREENE (1949)
 TF1620
 TF1620                         *CURRENT SURVEY CONTROL
 TF1620  ___________________________________________________________________
 TF1620* NAD 83(1986)-  48 40 36.     (N)    101 41 29.     (W)     SCALED    
 TF1620* NAVD 88     -       514.266  (meters)    1687.22   (feet)  ADJUSTED  
 TF1620  ___________________________________________________________________
 TF1620  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 TF1620  DYNAMIC HT  -         514.371 (meters)    1687.57  (feet)  COMP
 TF1620  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TF1620
 TF1620  VERT ORDER  -  SECOND    CLASS 0
 TF1620
 TF1620.The horizontal coordinates were scaled from a topographic map and have
 TF1620.an estimated accuracy of +/- 6 seconds.
 TF1620
 TF1620.The orthometric height was determined by differential leveling
 TF1620.and adjusted by the National Geodetic Survey in June 1991..
 TF1620
 TF1620.The geoid height was determined by GEOID03.
 TF1620
 TF1620.The dynamic height is computed by dividing the NAVD 88
 TF1620.geopotential number by the normal gravity value computed on the
 TF1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1620.degrees latitude (g = 980.6199 gals.).
 TF1620
 TF1620.The modeled gravity was interpolated from observed gravity values.
 TF1620
 TF1620;                    North         East    Units  Estimated Accuracy
 TF1620;SPC ND N     -   187,100.      512,270.      MT  (+/- 180 meters Scaled)
 TF1620
 TF1620                          SUPERSEDED SURVEY CONTROL
 TF1620
 TF1620  NGVD 29 (??/??/92)  513.91   (m)         1686.1    (f) COMPUTED    2 0
 TF1620
 TF1620.Superseded values are not recommended for survey control.
 TF1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1620.See file dsdata.txt to determine how the superseded data were derived.
 TF1620
 TF1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU018950(NAD 83)
 TF1620_MARKER: DB = BENCH MARK DISK
 TF1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1620_STAMPING: J 343 1935
 TF1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1620+STABILITY: SURFACE MOTION
 TF1620
 TF1620  HISTORY     - Date     Condition        Report By
 TF1620  HISTORY     - 1935     MONUMENTED       CGS
 TF1620  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1620
 TF1620                          STATION DESCRIPTION
 TF1620
 TF1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1620'1.6 MI N FROM GREENE.
 TF1620'1.6 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE SOO LINE RAILROAD
 TF1620'STATION AT GREENE, RENVILLE COUNTY, IN THE NORTHWEST QUARTER OF THE
 TF1620'JUNCTION OF A ROAD LEADING WEST, AND 100 YARDS NORTH OF A SMALL RAVINE
 TF1620'WITH A DAM ON THE EAST SIDE OF THE ROAD.  A STANDARD DISK, STAMPED J
 TF1620'343 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0694 ***********************************************************************
 TF0694  DESIGNATION -  J 346
 TF0694  PID         -  TF0694
 TF0694  STATE/COUNTY-  ND/RENVILLE
 TF0694  USGS QUAD   -  ANTLER NW (1950)
 TF0694
 TF0694                         *CURRENT SURVEY CONTROL
 TF0694  ___________________________________________________________________
 TF0694* NAD 83(1986)-  48 57 57.     (N)    101 29 49.     (W)     SCALED    
 TF0694* NAVD 88     -       489.963  (meters)    1607.49   (feet)  ADJUSTED  
 TF0694  ___________________________________________________________________
 TF0694  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 TF0694  DYNAMIC HT  -         490.080 (meters)    1607.87  (feet)  COMP
 TF0694  MODELED GRAV-     980,833.2   (mgal)                       NAVD 88
 TF0694
 TF0694  VERT ORDER  -  SECOND    CLASS 0
 TF0694
 TF0694.The horizontal coordinates were scaled from a topographic map and have
 TF0694.an estimated accuracy of +/- 6 seconds.
 TF0694
 TF0694.The orthometric height was determined by differential leveling
 TF0694.and adjusted by the National Geodetic Survey in June 1991..
 TF0694
 TF0694.The geoid height was determined by GEOID03.
 TF0694
 TF0694.The dynamic height is computed by dividing the NAVD 88
 TF0694.geopotential number by the normal gravity value computed on the
 TF0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0694.degrees latitude (g = 980.6199 gals.).
 TF0694
 TF0694.The modeled gravity was interpolated from observed gravity values.
 TF0694
 TF0694;                    North         East    Units  Estimated Accuracy
 TF0694;SPC ND N     -   219,050.      527,000.      MT  (+/- 180 meters Scaled)
 TF0694
 TF0694                          SUPERSEDED SURVEY CONTROL
 TF0694
 TF0694  NGVD 29 (??/??/92)  489.595  (m)         1606.28   (f) ADJ UNCH    2 0
 TF0694
 TF0694.Superseded values are not recommended for survey control.
 TF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0694.See file dsdata.txt to determine how the superseded data were derived.
 TF0694
 TF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV172266(NAD 83)
 TF0694_MARKER: DB = BENCH MARK DISK
 TF0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0694_STAMPING: J 346 1935
 TF0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0694+STABILITY: SURFACE MOTION
 TF0694
 TF0694  HISTORY     - Date     Condition        Report By
 TF0694  HISTORY     - 1935     MONUMENTED       CGS
 TF0694
 TF0694                          STATION DESCRIPTION
 TF0694
 TF0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0694'0.5 MI N FROM SHERWOOD.
 TF0694'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE CROSSING OF THE GREAT
 TF0694'NORTHERN RAILWAY AT SHERWOOD, RENVILLE COUNTY, 6.0 MILES EAST ALONG A
 TF0694'SECTION-LINE ROAD.  AT A ROAD INTERSECTION, 45 FEET WEST OF THE
 TF0694'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 39 FEET SOUTH OF THE
 TF0694'CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED J 346
 TF0694'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0522 ***********************************************************************
 TF0522  DESIGNATION -  J 348
 TF0522  PID         -  TF0522
 TF0522  STATE/COUNTY-  ND/MCHENRY
 TF0522  USGS QUAD   -  UPHAM (1950)
 TF0522
 TF0522                         *CURRENT SURVEY CONTROL
 TF0522  ___________________________________________________________________
 TF0522* NAD 83(1986)-  48 31 04.     (N)    100 37 55.     (W)     SCALED    
 TF0522* NAVD 88     -       445.827  (meters)    1462.68   (feet)  ADJUSTED  
 TF0522  ___________________________________________________________________
 TF0522  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0522  DYNAMIC HT  -         445.920 (meters)    1462.99  (feet)  COMP
 TF0522  MODELED GRAV-     980,805.8   (mgal)                       NAVD 88
 TF0522
 TF0522  VERT ORDER  -  SECOND    CLASS 0
 TF0522
 TF0522.The horizontal coordinates were scaled from a topographic map and have
 TF0522.an estimated accuracy of +/- 6 seconds.
 TF0522
 TF0522.The orthometric height was determined by differential leveling
 TF0522.and adjusted by the National Geodetic Survey in June 1991..
 TF0522
 TF0522.The geoid height was determined by GEOID03.
 TF0522
 TF0522.The dynamic height is computed by dividing the NAVD 88
 TF0522.geopotential number by the normal gravity value computed on the
 TF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0522.degrees latitude (g = 980.6199 gals.).
 TF0522
 TF0522.The modeled gravity was interpolated from observed gravity values.
 TF0522
 TF0522;                    North         East    Units  Estimated Accuracy
 TF0522;SPC ND N     -   168,760.      590,250.      MT  (+/- 180 meters Scaled)
 TF0522
 TF0522                          SUPERSEDED SURVEY CONTROL
 TF0522
 TF0522  NGVD 29 (??/??/92)  445.455  (m)         1461.46   (f) ADJ UNCH    2 0
 TF0522
 TF0522.Superseded values are not recommended for survey control.
 TF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0522.See file dsdata.txt to determine how the superseded data were derived.
 TF0522
 TF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU794751(NAD 83)
 TF0522_MARKER: DB = BENCH MARK DISK
 TF0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0522_STAMPING: J 348 1935
 TF0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0522+STABILITY: SURFACE MOTION
 TF0522
 TF0522  HISTORY     - Date     Condition        Report By
 TF0522  HISTORY     - 1935     MONUMENTED       CGS
 TF0522
 TF0522                          STATION DESCRIPTION
 TF0522
 TF0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0522'1.5 MI NW FROM BANTRY.
 TF0522'1.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF0522'INTERSECTION OF STATE HIGHWAY 14 AND A ROAD (FORMERLY STATE HIGHWAY
 TF0522'17) AT BANTRY, MCHENRY COUNTY, 8-1/3 POLES SOUTHEAST OF MILEPOST 16,
 TF0522'AT A PRIVATE-ROAD CROSSING, 49 FEET NORTHEAST OF THE CENTERLINE OF THE
 TF0522'TRACK, 41 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 42 FEET
 TF0522'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 14, 3 FEET SOUTHWEST AND
 TF0522'4 FEET SOUTHEAST OF A POLE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TF0522'STAMPED J 348 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0181 ***********************************************************************
 RQ0181  DESIGNATION -  J 35 RESET
 RQ0181  PID         -  RQ0181
 RQ0181  STATE/COUNTY-  ND/DICKEY
 RQ0181  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0181
 RQ0181                         *CURRENT SURVEY CONTROL
 RQ0181  ___________________________________________________________________
 RQ0181* NAD 83(1986)-  46 00 12.     (N)    098 34 07.     (W)     SCALED    
 RQ0181* NAVD 88     -       449.37   (+/-2cm)    1474.3    (feet)  VERTCON   
 RQ0181  ___________________________________________________________________
 RQ0181  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RQ0181
 RQ0181  VERT ORDER  -  THIRD (See Below)
 RQ0181
 RQ0181.The horizontal coordinates were scaled from a topographic map and have
 RQ0181.an estimated accuracy of +/- 6 seconds.
 RQ0181
 RQ0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0181.The vertical order pertains to the NGVD 29 superseded value.
 RQ0181
 RQ0181.The geoid height was determined by GEOID03.
 RQ0181
 RQ0181;                    North         East    Units  Estimated Accuracy
 RQ0181;SPC ND S     -    39,260.      749,590.      MT  (+/- 180 meters Scaled)
 RQ0181
 RQ0181                          SUPERSEDED SURVEY CONTROL
 RQ0181
 RQ0181  NGVD 29 (11/04/04)  449.01   (m)         1473.1    (f) RESET       3  
 RQ0181
 RQ0181.Superseded values are not recommended for survey control.
 RQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0181.See file dsdata.txt to determine how the superseded data were derived.
 RQ0181
 RQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR334945(NAD 83)
 RQ0181_MARKER: DB = BENCH MARK DISK
 RQ0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0181_SP_SET: CULVERT
 RQ0181_STAMPING: J 35 RESET 1951
 RQ0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0181
 RQ0181  HISTORY     - Date     Condition        Report By
 RQ0181  HISTORY     - 1951     MONUMENTED       NDHD
 RQ0181
 RQ0181                          STATION DESCRIPTION
 RQ0181
 RQ0181'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 RQ0181'1.8 MI W FROM ELLENDALE.
 RQ0181'1.8 MILES WEST ALONG STATE HIGHWAY 11 FROM THE GREAT NORTHERN RAILWAY
 RQ0181'STATION AT ELLENDALE, DICKEY COUNTY, AT A SECTION CORNER, AT A ROAD
 RQ0181'INTERSECTION, 85 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50 FEET
 RQ0181'WEST OF THE CENTERLINE OF THE ROAD, 60 FEET NORTH OF A 24-INCH
 RQ0181'CONCRETE-PIPE CULVERT UNDER THE HIGHWAY, 48 FEET NORTHWEST OF AN
 RQ0181'18-INCH CONCRETE-PIPE CULVERT UNDER THE ROAD, 16 FEET WEST OF A FENCE
 RQ0181'CORNER, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 RQ0181'STAMPED J 35 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0796 ***********************************************************************
 TF0796  DESIGNATION -  J 350
 TF0796  PID         -  TF0796
 TF0796  STATE/COUNTY-  ND/MCHENRY
 TF0796  USGS QUAD   -  ECKMAN SE (1977)
 TF0796
 TF0796                         *CURRENT SURVEY CONTROL
 TF0796  ___________________________________________________________________
 TF0796* NAD 83(1986)-  48 31 51.     (N)    101 02 20.     (W)     SCALED    
 TF0796* NAVD 88     -       455.688  (meters)    1495.04   (feet)  ADJUSTED  
 TF0796  ___________________________________________________________________
 TF0796  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF0796  DYNAMIC HT  -         455.779 (meters)    1495.33  (feet)  COMP
 TF0796  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TF0796
 TF0796  VERT ORDER  -  SECOND    CLASS 0
 TF0796
 TF0796.The horizontal coordinates were scaled from a topographic map and have
 TF0796.an estimated accuracy of +/- 6 seconds.
 TF0796
 TF0796.The orthometric height was determined by differential leveling
 TF0796.and adjusted by the National Geodetic Survey in June 1991..
 TF0796
 TF0796.The geoid height was determined by GEOID03.
 TF0796
 TF0796.The dynamic height is computed by dividing the NAVD 88
 TF0796.geopotential number by the normal gravity value computed on the
 TF0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0796.degrees latitude (g = 980.6199 gals.).
 TF0796
 TF0796.The modeled gravity was interpolated from observed gravity values.
 TF0796
 TF0796;                    North         East    Units  Estimated Accuracy
 TF0796;SPC ND N     -   170,340.      560,200.      MT  (+/- 180 meters Scaled)
 TF0796
 TF0796                          SUPERSEDED SURVEY CONTROL
 TF0796
 TF0796  NGVD 29 (??/??/92)  455.315  (m)         1493.81   (f) ADJ UNCH    2 0
 TF0796
 TF0796.Superseded values are not recommended for survey control.
 TF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0796.See file dsdata.txt to determine how the superseded data were derived.
 TF0796
 TF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU494773(NAD 83)
 TF0796_MARKER: DB = BENCH MARK DISK
 TF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0796_STAMPING: J 350 1935
 TF0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0796+STABILITY: SURFACE MOTION
 TF0796
 TF0796  HISTORY     - Date     Condition        Report By
 TF0796  HISTORY     - 1935     MONUMENTED       CGS
 TF0796
 TF0796                          STATION DESCRIPTION
 TF0796
 TF0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0796'9.7 MI N FROM DEERING.
 TF0796'9.7 MILES NORTH ALONG THE ECKMAN ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0796'STATION AT DEERING, MCHENRY COUNTY, AT THE NORTHEAST CORNER OF SECTION
 TF0796'7, T 158 N, R 80 W, AT A ROAD INTERSECTION, 33 FEET WEST OF THE
 TF0796'CENTERLINE OF THE ECKMAN ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE
 TF0796'EAST-AND-WEST ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD.  A STANDARD
 TF0796'DISK, STAMPED J 350 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0508 ***********************************************************************
 TF0508  DESIGNATION -  J 351
 TF0508  PID         -  TF0508
 TF0508  STATE/COUNTY-  ND/MCHENRY
 TF0508  USGS QUAD   -  UPHAM SE (1950)
 TF0508
 TF0508                         *CURRENT SURVEY CONTROL
 TF0508  ___________________________________________________________________
 TF0508* NAD 83(1986)-  48 36 13.     (N)    100 34 51.     (W)     SCALED    
 TF0508* NAVD 88     -       444.241  (meters)    1457.48   (feet)  ADJUSTED  
 TF0508  ___________________________________________________________________
 TF0508  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0508  DYNAMIC HT  -         444.339 (meters)    1457.80  (feet)  COMP
 TF0508  MODELED GRAV-     980,818.0   (mgal)                       NAVD 88
 TF0508
 TF0508  VERT ORDER  -  SECOND    CLASS 0
 TF0508
 TF0508.The horizontal coordinates were scaled from a topographic map and have
 TF0508.an estimated accuracy of +/- 6 seconds.
 TF0508
 TF0508.The orthometric height was determined by differential leveling
 TF0508.and adjusted by the National Geodetic Survey in June 1991..
 TF0508
 TF0508.The geoid height was determined by GEOID03.
 TF0508
 TF0508.The dynamic height is computed by dividing the NAVD 88
 TF0508.geopotential number by the normal gravity value computed on the
 TF0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0508.degrees latitude (g = 980.6199 gals.).
 TF0508
 TF0508.The modeled gravity was interpolated from observed gravity values.
 TF0508
 TF0508;                    North         East    Units  Estimated Accuracy
 TF0508;SPC ND N     -   178,300.      594,040.      MT  (+/- 180 meters Scaled)
 TF0508
 TF0508                          SUPERSEDED SURVEY CONTROL
 TF0508
 TF0508  NGVD 29 (??/??/92)  443.87   (m)         1456.3    (f) COMPUTED    2 0
 TF0508
 TF0508.Superseded values are not recommended for survey control.
 TF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0508.See file dsdata.txt to determine how the superseded data were derived.
 TF0508
 TF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU834845(NAD 83)
 TF0508_MARKER: DB = BENCH MARK DISK
 TF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0508_STAMPING: J 351 1935
 TF0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0508+STABILITY: SURFACE MOTION
 TF0508
 TF0508  HISTORY     - Date     Condition        Report By
 TF0508  HISTORY     - 1935     MONUMENTED       CGS
 TF0508  HISTORY     - 1940     GOOD             NGS
 TF0508
 TF0508                          STATION DESCRIPTION
 TF0508
 TF0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0508'7.0 MI E FROM UPHAM.
 TF0508'7.0 MILES EAST ALONG THE GARDENA ROAD FROM UPHAM, MCHENRY COUNTY, AT
 TF0508'THE SOUTHWEST CORNER OF SECTION 11, T 159 N, R 77 W, 54 FEET SOUTH AND
 TF0508'145 FEET WEST OF THE SOUTHWEST CORNER OF A WHITE SCHOOLHOUSE, AT A
 TF0508'ROAD INTERSECTION, 30 FEET EAST OF THE CENTERLINE OF THE
 TF0508'NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE GARDENA
 TF0508'ROAD, 2.5 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 1 FOOT SOUTH
 TF0508'OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE ROAD.  A
 TF0508'STANDARD DISK, STAMPED J 351 1935 AND SET IN THE TOP OF A CONCRETE
 TF0508'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1371 ***********************************************************************
 TG1371  DESIGNATION -  J 354
 TG1371  PID         -  TG1371
 TG1371  STATE/COUNTY-  ND/WILLIAMS
 TG1371  USGS QUAD   -  WILLISTON WEST (1976)
 TG1371
 TG1371                         *CURRENT SURVEY CONTROL
 TG1371  ___________________________________________________________________
 TG1371* NAD 83(1986)-  48 13 35.     (N)    103 37 34.     (W)     SCALED    
 TG1371* NAVD 88     -       597.567  (meters)    1960.52   (feet)  POSTED    
 TG1371  ___________________________________________________________________
 TG1371  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1371  DYNAMIC HT  -         597.650 (meters)    1960.79  (feet)  COMP
 TG1371  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 TG1371
 TG1371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1371
 TG1371.The horizontal coordinates were scaled from a topographic map and have
 TG1371.an estimated accuracy of +/- 6 seconds.
 TG1371
 TG1371.The orthometric height was determined by differential leveling
 TG1371.and adjusted by the National Geodetic Survey in 1992..
 TG1371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1371.rate of 0.0 thru 1.0 mm/km.
 TG1371
 TG1371.The geoid height was determined by GEOID03.
 TG1371
 TG1371.The dynamic height is computed by dividing the NAVD 88
 TG1371.geopotential number by the normal gravity value computed on the
 TG1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1371.degrees latitude (g = 980.6199 gals.).
 TG1371
 TG1371.The modeled gravity was interpolated from observed gravity values.
 TG1371
 TG1371;                    North         East    Units  Estimated Accuracy
 TG1371;SPC ND N     -   141,070.      367,810.      MT  (+/- 180 meters Scaled)
 TG1371
 TG1371                          SUPERSEDED SURVEY CONTROL
 TG1371
 TG1371  NGVD 29 (??/??/92)  597.09   (m)         1959.0    (f) COMPUTED    2 0
 TG1371
 TG1371.Superseded values are not recommended for survey control.
 TG1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1371.See file dsdata.txt to determine how the superseded data were derived.
 TG1371
 TG1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP020423(NAD 83)
 TG1371_MARKER: DB = BENCH MARK DISK
 TG1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1371_STAMPING: J-354 1935
 TG1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1371+STABILITY: SURFACE MOTION
 TG1371
 TG1371  HISTORY     - Date     Condition        Report By
 TG1371  HISTORY     - 1935     MONUMENTED       CGS
 TG1371
 TG1371                          STATION DESCRIPTION
 TG1371
 TG1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1371'5.7 MI N FROM WILLISTON.
 TG1371'5.7 MILES NORTH OF 1ST NAT. BANK AT ALONG U S HIWAY NO. 85 AT
 TG1371'NORTHEAST CORNER OF SECTION 26, TOWNSHIP 155, RANGE 101, AT ROAD
 TG1371'CROSSING.  SET 31 FT SOUTH, THENCE 63 FT WEST OF CENTERLINE OF
 TG1371'CROSSING.  4 FT WEST, THENCE 3 FT NORTH OF RIGHT OF WAY FENCE CORNER
 TG1371'AND 1 FOOT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1372 ***********************************************************************
 TG1372  DESIGNATION -  J 354 RESET
 TG1372  PID         -  TG1372
 TG1372  STATE/COUNTY-  ND/WILLIAMS
 TG1372  USGS QUAD   -  WILLISTON WEST (1976)
 TG1372
 TG1372                         *CURRENT SURVEY CONTROL
 TG1372  ___________________________________________________________________
 TG1372* NAD 83(1986)-  48 13 36.     (N)    103 37 33.     (W)     SCALED    
 TG1372* NAVD 88     -       598.271  (meters)    1962.83   (feet)  ADJUSTED  
 TG1372  ___________________________________________________________________
 TG1372  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1372  DYNAMIC HT  -         598.355 (meters)    1963.10  (feet)  COMP
 TG1372  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TG1372
 TG1372  VERT ORDER  -  FIRST     CLASS II
 TG1372
 TG1372.The horizontal coordinates were scaled from a topographic map and have
 TG1372.an estimated accuracy of +/- 6 seconds.
 TG1372
 TG1372.The orthometric height was determined by differential leveling
 TG1372.and adjusted by the National Geodetic Survey in June 1991..
 TG1372
 TG1372.The geoid height was determined by GEOID03.
 TG1372
 TG1372.The dynamic height is computed by dividing the NAVD 88
 TG1372.geopotential number by the normal gravity value computed on the
 TG1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1372.degrees latitude (g = 980.6199 gals.).
 TG1372
 TG1372.The modeled gravity was interpolated from observed gravity values.
 TG1372
 TG1372;                    North         East    Units  Estimated Accuracy
 TG1372;SPC ND N     -   141,100.      367,840.      MT  (+/- 180 meters Scaled)
 TG1372
 TG1372                          SUPERSEDED SURVEY CONTROL
 TG1372
 TG1372.No superseded survey control is available for this station.
 TG1372
 TG1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP020424(NAD 83)
 TG1372_MARKER: DB = BENCH MARK DISK
 TG1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1372_STAMPING: J 354 RESET 1955
 TG1372_MARK LOGO: CGS   
 TG1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1372+STABILITY: SURFACE MOTION
 TG1372
 TG1372  HISTORY     - Date     Condition        Report By
 TG1372  HISTORY     - 1955     MONUMENTED       NDHD
 TG1372  HISTORY     - 1966     GOOD             SHELL
 TG1372  HISTORY     - 1976     GOOD             NDHD
 TG1372  HISTORY     - 1981     GOOD             NGS
 TG1372
 TG1372                          STATION DESCRIPTION
 TG1372
 TG1372'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1955
 TG1372'5.7 MI N FROM WILLISTON.
 TG1372'5.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM WILLISTON, 36.5 FEET SOUTH
 TG1372'OF THE CENTERLINE OF AN EAST-WEST ROAD, ABOUT 171 FEET NORTH OF A
 TG1372'TELEPHONE POLE, ABOUT 88 FEET SOUTH OF A TELEPHONE POLE AND
 TG1372'APPROXIMATELY 156 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  THE
 TG1372'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST.
 TG1372
 TG1372                          STATION RECOVERY (1966)
 TG1372
 TG1372'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 TG1372'RECOVERED IN GOOD CONDITION.
 TG1372
 TG1372                          STATION RECOVERY (1976)
 TG1372
 TG1372'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1976
 TG1372'RECOVERED IN GOOD CONDITION.
 TG1372
 TG1372                          STATION RECOVERY (1981)
 TG1372
 TG1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1521 ***********************************************************************
 TG1521  DESIGNATION -  J 355
 TG1521  PID         -  TG1521
 TG1521  STATE/COUNTY-  ND/WILLIAMS
 TG1521  USGS QUAD   -  GRENORA (1948)
 TG1521
 TG1521                         *CURRENT SURVEY CONTROL
 TG1521  ___________________________________________________________________
 TG1521* NAD 83(1986)-  48 31 56.     (N)    103 55 42.     (W)     SCALED    
 TG1521* NAVD 88     -       652.839  (meters)    2141.86   (feet)  ADJUSTED  
 TG1521  ___________________________________________________________________
 TG1521  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 TG1521  DYNAMIC HT  -         652.932 (meters)    2142.16  (feet)  COMP
 TG1521  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 TG1521
 TG1521  VERT ORDER  -  SECOND    CLASS 0
 TG1521
 TG1521.The horizontal coordinates were scaled from a topographic map and have
 TG1521.an estimated accuracy of +/- 6 seconds.
 TG1521
 TG1521.The orthometric height was determined by differential leveling
 TG1521.and adjusted by the National Geodetic Survey in June 1991..
 TG1521
 TG1521.The geoid height was determined by GEOID03.
 TG1521
 TG1521.The dynamic height is computed by dividing the NAVD 88
 TG1521.geopotential number by the normal gravity value computed on the
 TG1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1521.degrees latitude (g = 980.6199 gals.).
 TG1521
 TG1521.The modeled gravity was interpolated from observed gravity values.
 TG1521
 TG1521;                    North         East    Units  Estimated Accuracy
 TG1521;SPC ND N     -   175,990.      346,890.      MT  (+/- 180 meters Scaled)
 TG1521
 TG1521                          SUPERSEDED SURVEY CONTROL
 TG1521
 TG1521  NGVD 29 (??/??/92)  652.327  (m)         2140.18   (f) ADJ UNCH    2 0
 TG1521
 TG1521.Superseded values are not recommended for survey control.
 TG1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1521.See file dsdata.txt to determine how the superseded data were derived.
 TG1521
 TG1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP791760(NAD 83)
 TG1521_MARKER: DB = BENCH MARK DISK
 TG1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1521_STAMPING: J-355 1935
 TG1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1521+STABILITY: SURFACE MOTION
 TG1521
 TG1521  HISTORY     - Date     Condition        Report By
 TG1521  HISTORY     - 1935     MONUMENTED       CGS
 TG1521
 TG1521                          STATION DESCRIPTION
 TG1521
 TG1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1521'6.5 MI S FROM GRENORA.
 TG1521'6.5 MILES SOUTH OF DEPOT AT ALONG THE TRENTON-GRENORA ROAD AT THE
 TG1521'SOUTHEAST CORNER OF SECTION 1, TOWNSHIP 158, RANGE 103, AT ROAD GAP.
 TG1521'SET 15 FT NORTH OF GAP, THENCE 36 FT WEST OF CENTERLINE OF ROAD.  3 FT
 TG1521'WEST, THENCE 2 1/2 FT SOUTH OF RIGHT OF WAY FENCE CORNER, AT ROAD
 TG1521'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1115 ***********************************************************************
 TG1115  DESIGNATION -  J 356
 TG1115  PID         -  TG1115
 TG1115  STATE/COUNTY-  ND/WILLIAMS
 TG1115  USGS QUAD   -  ALAMO (1977)
 TG1115
 TG1115                         *CURRENT SURVEY CONTROL
 TG1115  ___________________________________________________________________
 TG1115* NAD 83(1986)-  48 34 56.     (N)    103 28 16.     (W)     SCALED    
 TG1115* NAVD 88     -       645.042  (meters)    2116.28   (feet)  ADJUSTED  
 TG1115  ___________________________________________________________________
 TG1115  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 TG1115  DYNAMIC HT  -         645.151 (meters)    2116.63  (feet)  COMP
 TG1115  MODELED GRAV-     980,758.2   (mgal)                       NAVD 88
 TG1115
 TG1115  VERT ORDER  -  SECOND    CLASS 0
 TG1115
 TG1115.The horizontal coordinates were scaled from a topographic map and have
 TG1115.an estimated accuracy of +/- 6 seconds.
 TG1115
 TG1115.The orthometric height was determined by differential leveling
 TG1115.and adjusted by the National Geodetic Survey in June 1991..
 TG1115
 TG1115.The geoid height was determined by GEOID03.
 TG1115
 TG1115.The dynamic height is computed by dividing the NAVD 88
 TG1115.geopotential number by the normal gravity value computed on the
 TG1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1115.degrees latitude (g = 980.6199 gals.).
 TG1115
 TG1115.The modeled gravity was interpolated from observed gravity values.
 TG1115
 TG1115;                    North         East    Units  Estimated Accuracy
 TG1115;SPC ND N     -   180,150.      380,850.      MT  (+/- 180 meters Scaled)
 TG1115
 TG1115                          SUPERSEDED SURVEY CONTROL
 TG1115
 TG1115  NGVD 29 (??/??/92)  644.572  (m)         2114.73   (f) ADJ UNCH    2 0
 TG1115
 TG1115.Superseded values are not recommended for survey control.
 TG1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1115.See file dsdata.txt to determine how the superseded data were derived.
 TG1115
 TG1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP127821(NAD 83)
 TG1115_MARKER: DB = BENCH MARK DISK
 TG1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1115_STAMPING: J-356 1935
 TG1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1115+STABILITY: SURFACE MOTION
 TG1115
 TG1115  HISTORY     - Date     Condition        Report By
 TG1115  HISTORY     - 1935     MONUMENTED       CGS
 TG1115  HISTORY     - 1951     GOOD             NGS
 TG1115
 TG1115                          STATION DESCRIPTION
 TG1115
 TG1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1115'IN ALAMO.
 TG1115'ALONG THE GREAT NORTHERN RAILROAD AT THE REAR OF THE DEPOT.  SET 12 FT
 TG1115'EAST OF LINE OF EAST END OF DEPOT.  97 FT SOUTH OF CENTERLINE OF MAIN
 TG1115'TRACK, 150 FT WEST OF CENTERLINE OF MAIN STREET CROSSING.  4 FT SOUTH
 TG1115'OF TELEGRAPH LEAD IN POLE, AND 2 FT BELOW RAIL LEVEL.
 TG1115
 TG1115                          STATION RECOVERY (1951)
 TG1115
 TG1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 TG1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1440 ***********************************************************************
 TG1440  DESIGNATION -  J 357
 TG1440  PID         -  TG1440
 TG1440  STATE/COUNTY-  ND/WILLIAMS
 TG1440  USGS QUAD   -  BONETRAILL (1974)
 TG1440
 TG1440                         *CURRENT SURVEY CONTROL
 TG1440  ___________________________________________________________________
 TG1440* NAD 83(1986)-  48 26 43.     (N)    103 47 54.     (W)     SCALED    
 TG1440* NAVD 88     -       674.627  (meters)    2213.34   (feet)  ADJUSTED  
 TG1440  ___________________________________________________________________
 TG1440  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 TG1440  DYNAMIC HT  -         674.718 (meters)    2213.64  (feet)  COMP
 TG1440  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 TG1440
 TG1440  VERT ORDER  -  SECOND    CLASS 0
 TG1440
 TG1440.The horizontal coordinates were scaled from a topographic map and have
 TG1440.an estimated accuracy of +/- 6 seconds.
 TG1440
 TG1440.The orthometric height was determined by differential leveling
 TG1440.and adjusted by the National Geodetic Survey in June 1991..
 TG1440
 TG1440.The geoid height was determined by GEOID03.
 TG1440
 TG1440.The dynamic height is computed by dividing the NAVD 88
 TG1440.geopotential number by the normal gravity value computed on the
 TG1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1440.degrees latitude (g = 980.6199 gals.).
 TG1440
 TG1440.The modeled gravity was interpolated from observed gravity values.
 TG1440
 TG1440;                    North         East    Units  Estimated Accuracy
 TG1440;SPC ND N     -   165,920.      356,070.      MT  (+/- 180 meters Scaled)
 TG1440
 TG1440                          SUPERSEDED SURVEY CONTROL
 TG1440
 TG1440  NGVD 29 (??/??/92)  674.123  (m)         2211.69   (f) ADJ UNCH    2 0
 TG1440
 TG1440.Superseded values are not recommended for survey control.
 TG1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1440.See file dsdata.txt to determine how the superseded data were derived.
 TG1440
 TG1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP888664(NAD 83)
 TG1440_MARKER: DB = BENCH MARK DISK
 TG1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1440_STAMPING: J-357 1935
 TG1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1440+STABILITY: SURFACE MOTION
 TG1440
 TG1440  HISTORY     - Date     Condition        Report By
 TG1440  HISTORY     - 1935     MONUMENTED       CGS
 TG1440  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1440
 TG1440                          STATION DESCRIPTION
 TG1440
 TG1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1440'11.3 MI SE FROM HANKS.
 TG1440'0.3 MILES EAST OF THE DEPOT AT HANKS, THENCE ALONG ROAD SOUTH 11.0
 TG1440'MILES TO A CROSS ROAD.  SET IN POST IN THE NORTHWEST QUARTER OF THE
 TG1440'INTERSECTION, 135 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD
 TG1440'35 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1 FOOT ABOVE
 TG1440'ROAD LEVEL.
 TG1440
 TG1440                          STATION RECOVERY (1974)
 TG1440
 TG1440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1186 ***********************************************************************
 TG1186  DESIGNATION -  J 358
 TG1186  PID         -  TG1186
 TG1186  STATE/COUNTY-  ND/WILLIAMS
 TG1186  USGS QUAD   -  SPRING BROOK (1978)
 TG1186
 TG1186                         *CURRENT SURVEY CONTROL
 TG1186  ___________________________________________________________________
 TG1186* NAD 83(1986)-  48 17 57.     (N)    103 28 30.     (W)     SCALED    
 TG1186* NAVD 88     -       691.546  (meters)    2268.85   (feet)  ADJUSTED  
 TG1186  ___________________________________________________________________
 TG1186  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG1186  DYNAMIC HT  -         691.645 (meters)    2269.17  (feet)  COMP
 TG1186  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 TG1186
 TG1186  VERT ORDER  -  FIRST     CLASS II
 TG1186
 TG1186.The horizontal coordinates were scaled from a topographic map and have
 TG1186.an estimated accuracy of +/- 6 seconds.
 TG1186
 TG1186.The orthometric height was determined by differential leveling
 TG1186.and adjusted by the National Geodetic Survey in June 1991..
 TG1186
 TG1186.The geoid height was determined by GEOID03.
 TG1186
 TG1186.The dynamic height is computed by dividing the NAVD 88
 TG1186.geopotential number by the normal gravity value computed on the
 TG1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1186.degrees latitude (g = 980.6199 gals.).
 TG1186
 TG1186.The modeled gravity was interpolated from observed gravity values.
 TG1186
 TG1186;                    North         East    Units  Estimated Accuracy
 TG1186;SPC ND N     -   148,710.      379,340.      MT  (+/- 180 meters Scaled)
 TG1186
 TG1186                          SUPERSEDED SURVEY CONTROL
 TG1186
 TG1186  NGVD 29 (??/??/92)  691.038  (m)         2267.18   (f) ADJ UNCH    1 2
 TG1186
 TG1186.Superseded values are not recommended for survey control.
 TG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1186.See file dsdata.txt to determine how the superseded data were derived.
 TG1186
 TG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP130506(NAD 83)
 TG1186_MARKER: DB = BENCH MARK DISK
 TG1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1186_STAMPING: J 358 1935
 TG1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1186+STABILITY: SURFACE MOTION
 TG1186
 TG1186  HISTORY     - Date     Condition        Report By
 TG1186  HISTORY     - 1935     MONUMENTED       CGS
 TG1186  HISTORY     - 1946     GOOD             NGS
 TG1186
 TG1186                          STATION DESCRIPTION
 TG1186
 TG1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1186'0.6 MI NW FROM SPRING BROOK.
 TG1186'0.6 MILE NORTHWEST ALONG A ROAD FROM SPRING BROOK, WILLIAMS COUNTY,
 TG1186'3.0 MILES NORTH ALONG THE ALAMO ROAD, 1.0 MILE NORTH OF U.S. HIGHWAY
 TG1186'2, AT THE SOUTHEAST CORNER OF SECTION 25, T 156 N, R 100 W, AT A ROAD
 TG1186'INTERSECTION, 37 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG1186'ROAD, 31 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 5
 TG1186'FEET WEST OF A ROW OF POLES, 4 FEET WEST AND 2 FEET SOUTH OF THE
 TG1186'RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE ROAD, AND SET IN THE TOP
 TG1186'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1457 ***********************************************************************
 TG1457  DESIGNATION -  J 359
 TG1457  PID         -  TG1457
 TG1457  STATE/COUNTY-  ND/WILLIAMS
 TG1457  USGS QUAD   -  BONETRAILL SW (1974)
 TG1457
 TG1457                         *CURRENT SURVEY CONTROL
 TG1457  ___________________________________________________________________
 TG1457* NAD 83(1986)-  48 22 22.     (N)    103 56 59.     (W)     SCALED    
 TG1457* NAVD 88     -       729.715  (meters)    2394.07   (feet)  ADJUSTED  
 TG1457  ___________________________________________________________________
 TG1457  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG1457  DYNAMIC HT  -         729.800 (meters)    2394.35  (feet)  COMP
 TG1457  MODELED GRAV-     980,702.9   (mgal)                       NAVD 88
 TG1457
 TG1457  VERT ORDER  -  SECOND    CLASS 0
 TG1457
 TG1457.The horizontal coordinates were scaled from a topographic map and have
 TG1457.an estimated accuracy of +/- 6 seconds.
 TG1457
 TG1457.The orthometric height was determined by differential leveling
 TG1457.and adjusted by the National Geodetic Survey in June 1991..
 TG1457
 TG1457.The geoid height was determined by GEOID03.
 TG1457
 TG1457.The dynamic height is computed by dividing the NAVD 88
 TG1457.geopotential number by the normal gravity value computed on the
 TG1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1457.degrees latitude (g = 980.6199 gals.).
 TG1457
 TG1457.The modeled gravity was interpolated from observed gravity values.
 TG1457
 TG1457;                    North         East    Units  Estimated Accuracy
 TG1457;SPC ND N     -   158,350.      344,520.      MT  (+/- 180 meters Scaled)
 TG1457
 TG1457                          SUPERSEDED SURVEY CONTROL
 TG1457
 TG1457  NGVD 29 (??/??/92)  729.186  (m)         2392.34   (f) ADJ UNCH    2 0
 TG1457
 TG1457.Superseded values are not recommended for survey control.
 TG1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1457.See file dsdata.txt to determine how the superseded data were derived.
 TG1457
 TG1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP777582(NAD 83)
 TG1457_MARKER: DB = BENCH MARK DISK
 TG1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1457_STAMPING: J-359 1935
 TG1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1457+STABILITY: SURFACE MOTION
 TG1457
 TG1457  HISTORY     - Date     Condition        Report By
 TG1457  HISTORY     - 1935     MONUMENTED       CGS
 TG1457  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1457
 TG1457                          STATION DESCRIPTION
 TG1457
 TG1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1457'18.45 MI WSE FROM GRENORA.
 TG1457'SET AT THE NORTH WEST CORNER OF SECTION 4, T-156, R-103.  AT POINT OF
 TG1457'JUNCTION OF T-ROAD WEST AND T-TRAIL EAST, WITH NORTH-SOUTH ROAD.  SET
 TG1457'81 FEET EAST, THENCE 33 FEET SOUTH OF CENTERLINE OF THE CROSSING.  AT
 TG1457'ROAD LEVEL.
 TG1457
 TG1457                          STATION RECOVERY (1974)
 TG1457
 TG1457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1092 ***********************************************************************
 TG1092  DESIGNATION -  J 360
 TG1092  PID         -  TG1092
 TG1092  STATE/COUNTY-  ND/DIVIDE
 TG1092  USGS QUAD   -  CROSBY SE (1948)
 TG1092
 TG1092                         *CURRENT SURVEY CONTROL
 TG1092  ___________________________________________________________________
 TG1092* NAD 83(1986)-  48 50 10.     (N)    103 18 42.     (W)     SCALED    
 TG1092* NAVD 88     -       612.083  (meters)    2008.14   (feet)  ADJUSTED  
 TG1092  ___________________________________________________________________
 TG1092  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TG1092  DYNAMIC HT  -         612.202 (meters)    2008.53  (feet)  COMP
 TG1092  MODELED GRAV-     980,784.2   (mgal)                       NAVD 88
 TG1092
 TG1092  VERT ORDER  -  SECOND    CLASS 0
 TG1092
 TG1092.The horizontal coordinates were scaled from a topographic map and have
 TG1092.an estimated accuracy of +/- 6 seconds.
 TG1092
 TG1092.The orthometric height was determined by differential leveling
 TG1092.and adjusted by the National Geodetic Survey in June 1991..
 TG1092
 TG1092.The geoid height was determined by GEOID03.
 TG1092
 TG1092.The dynamic height is computed by dividing the NAVD 88
 TG1092.geopotential number by the normal gravity value computed on the
 TG1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1092.degrees latitude (g = 980.6199 gals.).
 TG1092
 TG1092.The modeled gravity was interpolated from observed gravity values.
 TG1092
 TG1092;                    North         East    Units  Estimated Accuracy
 TG1092;SPC ND N     -   207,920.      393,630.      MT  (+/- 180 meters Scaled)
 TG1092
 TG1092                          SUPERSEDED SURVEY CONTROL
 TG1092
 TG1092  NGVD 29 (??/??/92)  611.623  (m)         2006.63   (f) ADJ UNCH    2 0
 TG1092
 TG1092.Superseded values are not recommended for survey control.
 TG1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1092.See file dsdata.txt to determine how the superseded data were derived.
 TG1092
 TG1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ238106(NAD 83)
 TG1092_MARKER: DB = BENCH MARK DISK
 TG1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1092_STAMPING: J-360 1935
 TG1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1092+STABILITY: SURFACE MOTION
 TG1092
 TG1092  HISTORY     - Date     Condition        Report By
 TG1092  HISTORY     - 1935     MONUMENTED       CGS
 TG1092  HISTORY     - 20041109 MARK NOT FOUND   NDWC
 TG1092
 TG1092                          STATION DESCRIPTION
 TG1092
 TG1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1092'6.2 MI SW FROM CROSBY.
 TG1092'SOUTH FROM CROSBY ON HIGHWAY NO. 42, 5.2 MILES, THENCE 1.0 MILES WEST.
 TG1092'SET IN POST IN THE NORTHEAST QUARTER OF THE INTERSECTION 75 FEET EAST
 TG1092'OF THE CENTERLINE OF ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE
 TG1092'CROSS ROAD, 42 FEET EAST OF A TELEPHONE POLE AT THE FENCE CORNER, 2
 TG1092'FEET SOUTH OF THE FENCE, AT ROAD LEVEL.
 TG1092
 TG1092                          STATION RECOVERY (2004)
 TG1092
 TG1092'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1486 ***********************************************************************
 TG1486  DESIGNATION -  J 361
 TG1486  PID         -  TG1486
 TG1486  STATE/COUNTY-  ND/DIVIDE
 TG1486  USGS QUAD   -  CAMP LAKE (1983)
 TG1486
 TG1486                         *CURRENT SURVEY CONTROL
 TG1486  ___________________________________________________________________
 TG1486* NAD 83(1986)-  48 42 20.     (N)    103 55 44.     (W)     SCALED    
 TG1486* NAVD 88     -       626.292  (meters)    2054.76   (feet)  ADJUSTED  
 TG1486  ___________________________________________________________________
 TG1486  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG1486  DYNAMIC HT  -         626.398 (meters)    2055.11  (feet)  COMP
 TG1486  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 TG1486
 TG1486  VERT ORDER  -  SECOND    CLASS 0
 TG1486
 TG1486.The horizontal coordinates were scaled from a topographic map and have
 TG1486.an estimated accuracy of +/- 6 seconds.
 TG1486
 TG1486.The orthometric height was determined by differential leveling
 TG1486.and adjusted by the National Geodetic Survey in June 1991..
 TG1486
 TG1486.The geoid height was determined by GEOID03.
 TG1486
 TG1486.The dynamic height is computed by dividing the NAVD 88
 TG1486.geopotential number by the normal gravity value computed on the
 TG1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1486.degrees latitude (g = 980.6199 gals.).
 TG1486
 TG1486.The modeled gravity was interpolated from observed gravity values.
 TG1486
 TG1486;                    North         East    Units  Estimated Accuracy
 TG1486;SPC ND N     -   195,250.      347,710.      MT  (+/- 180 meters Scaled)
 TG1486
 TG1486                          SUPERSEDED SURVEY CONTROL
 TG1486
 TG1486  NGVD 29 (??/??/92)  625.785  (m)         2053.10   (f) ADJ UNCH    2 0
 TG1486
 TG1486.Superseded values are not recommended for survey control.
 TG1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1486.See file dsdata.txt to determine how the superseded data were derived.
 TG1486
 TG1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP788952(NAD 83)
 TG1486_MARKER: DB = BENCH MARK DISK
 TG1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1486_STAMPING: J-361 1935
 TG1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1486+STABILITY: SURFACE MOTION
 TG1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1486+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 TG1486
 TG1486  HISTORY     - Date     Condition        Report By
 TG1486  HISTORY     - 1935     MONUMENTED       CGS
 TG1486  HISTORY     - 20041102 GOOD             NDWC
 TG1486
 TG1486                          STATION DESCRIPTION
 TG1486
 TG1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1486'6.8 MI NE FROM GRENORA.
 TG1486'ALONG ROADS TO A CROSS ROAD AT A CEMETERY 0.5 MILE EAST AND 6.3 MILES
 TG1486'NORTH OF THE GREAT NORTHERN DEPOT AT GRENORA.  SET IN POST IN THE
 TG1486'NORTHWEST QUARTER OF THE INTERSECTION, 78 FEET WEST OF THE CENTERLINE
 TG1486'OF THE NORTH-SOUTH ROAD, 28 FEET NORTH OF THE CENTERLINE OF THE
 TG1486'EAST-WEST ROAD, 2 FEET SOUTH OF THE CEMETERY FENCE, 3 FEET BELOW
 TG1486'NORTH-SOUTH ROAD LEVEL.
 TG1486
 TG1486                          STATION RECOVERY (2004)
 TG1486
 TG1486'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0326 ***********************************************************************
 SO0326  DESIGNATION -  J 362
 SO0326  PID         -  SO0326
 SO0326  STATE/COUNTY-  ND/MERCER
 SO0326  USGS QUAD   -  DODGE (1973)
 SO0326
 SO0326                         *CURRENT SURVEY CONTROL
 SO0326  ___________________________________________________________________
 SO0326* NAD 83(1986)-  47 17 21.     (N)    102 07 51.     (W)     SCALED    
 SO0326* NAVD 88     -       601.924  (meters)    1974.81   (feet)  ADJUSTED  
 SO0326  ___________________________________________________________________
 SO0326  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 SO0326  DYNAMIC HT  -         601.960 (meters)    1974.93  (feet)  COMP
 SO0326  MODELED GRAV-     980,653.0   (mgal)                       NAVD 88
 SO0326
 SO0326  VERT ORDER  -  SECOND    CLASS 0
 SO0326
 SO0326.The horizontal coordinates were scaled from a topographic map and have
 SO0326.an estimated accuracy of +/- 6 seconds.
 SO0326
 SO0326.The orthometric height was determined by differential leveling
 SO0326.and adjusted by the National Geodetic Survey in June 1991..
 SO0326
 SO0326.The geoid height was determined by GEOID03.
 SO0326
 SO0326.The dynamic height is computed by dividing the NAVD 88
 SO0326.geopotential number by the normal gravity value computed on the
 SO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0326.degrees latitude (g = 980.6199 gals.).
 SO0326
 SO0326.The modeled gravity was interpolated from observed gravity values.
 SO0326
 SO0326;                    North         East    Units  Estimated Accuracy
 SO0326;SPC ND S     -   181,640.      476,650.      MT  (+/- 180 meters Scaled)
 SO0326
 SO0326                          SUPERSEDED SURVEY CONTROL
 SO0326
 SO0326  NGVD 29 (??/??/92)  601.506  (m)         1973.44   (f) ADJ UNCH    2 0
 SO0326
 SO0326.Superseded values are not recommended for survey control.
 SO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0326.See file dsdata.txt to determine how the superseded data were derived.
 SO0326
 SO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN169412(NAD 83)
 SO0326_MARKER: DB = BENCH MARK DISK
 SO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0326_STAMPING: J 362 1958
 SO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0326+STABILITY: SURFACE MOTION
 SO0326
 SO0326  HISTORY     - Date     Condition        Report By
 SO0326  HISTORY     - 1958     MONUMENTED       CGS
 SO0326
 SO0326                          STATION DESCRIPTION
 SO0326
 SO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0326'3.2 MI W FROM GOLDEN VALLEY.
 SO0326'ABOUT 3.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0326'STATION AT GOLDEN VALLEY, OR ABOUT 3.65 MILES EAST ALONG THE NORTHERN
 SO0326'PACIFIC RAILROAD FROM THE STATION AT DODGE, 2 POLES WEST OF MILEPOST
 SO0326'90, 49 FEET SOUTH OF THE SOUTH RAIL, 85 FEET SOUTHWEST OF THE
 SO0326'SOUTHWEST CORNER OF BRIDGE 90, 125 FEET NORTH OF THE NORTHWEST CORNER
 SO0326'OF A HOUSE, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 SO0326'ABOVE THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 SO0326'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0325 ***********************************************************************
 TF0325  DESIGNATION -  J 365
 TF0325  PID         -  TF0325
 TF0325  STATE/COUNTY-  ND/MCHENRY
 TF0325  USGS QUAD   -  BANTRY (1981)
 TF0325
 TF0325                         *CURRENT SURVEY CONTROL
 TF0325  ___________________________________________________________________
 TF0325* NAD 83(1986)-  48 25 44.     (N)    100 34 50.     (W)     SCALED    
 TF0325* NAVD 88     -       449.797  (meters)    1475.71   (feet)  ADJUSTED  
 TF0325  ___________________________________________________________________
 TF0325  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0325  DYNAMIC HT  -         449.888 (meters)    1476.01  (feet)  COMP
 TF0325  MODELED GRAV-     980,797.6   (mgal)                       NAVD 88
 TF0325
 TF0325  VERT ORDER  -  SECOND    CLASS 0
 TF0325
 TF0325.The horizontal coordinates were scaled from a topographic map and have
 TF0325.an estimated accuracy of +/- 6 seconds.
 TF0325
 TF0325.The orthometric height was determined by differential leveling
 TF0325.and adjusted by the National Geodetic Survey in June 1991..
 TF0325
 TF0325.The geoid height was determined by GEOID03.
 TF0325
 TF0325.The dynamic height is computed by dividing the NAVD 88
 TF0325.geopotential number by the normal gravity value computed on the
 TF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0325.degrees latitude (g = 980.6199 gals.).
 TF0325
 TF0325.The modeled gravity was interpolated from observed gravity values.
 TF0325
 TF0325;                    North         East    Units  Estimated Accuracy
 TF0325;SPC ND N     -   158,870.      594,040.      MT  (+/- 180 meters Scaled)
 TF0325
 TF0325                          SUPERSEDED SURVEY CONTROL
 TF0325
 TF0325  NGVD 29 (??/??/92)  449.419  (m)         1474.47   (f) ADJ UNCH    2 0
 TF0325
 TF0325.Superseded values are not recommended for survey control.
 TF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0325.See file dsdata.txt to determine how the superseded data were derived.
 TF0325
 TF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU830651(NAD 83)
 TF0325_MARKER: DB = BENCH MARK DISK
 TF0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0325_STAMPING: J-365 1935
 TF0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0325+STABILITY: SURFACE MOTION
 TF0325
 TF0325  HISTORY     - Date     Condition        Report By
 TF0325  HISTORY     - 1935     MONUMENTED       CGS
 TF0325  HISTORY     - 20041122 MARK NOT FOUND   NDWC
 TF0325
 TF0325                          STATION DESCRIPTION
 TF0325
 TF0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0325'5.1 MI SE FROM BANTRY.
 TF0325'9.0 MI N. OF DENBIGH 1.7 MILES SE OF JCT OF STA HWYS 14 AND 17 AT
 TF0325'BANTRY, THENCE 3.4 MILES SOUTH ALONG THE DENBIGH-BANTRY ROAD AT THE
 TF0325'NORTHWEST CORNER OF SECTION 14, TOWNSHIP 157, RANGE 77. AT EAST-WEST
 TF0325'ROAD CROSSING. SET 28 FT SOUTH OF CENTERLINE OF CROSSING, THENCE 34 FT
 TF0325'EAST OF CENTERLINE OF ROAD.  4 FT EAST, THENCE 2 FT NORTH OF RIGHT OF
 TF0325'WAY FENCE CORNER, AT ROAD LEVEL.
 TF0325
 TF0325                          STATION RECOVERY (2004)
 TF0325
 TF0325'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0679 ***********************************************************************
 TF0679  DESIGNATION -  J 374
 TF0679  PID         -  TF0679
 TF0679  STATE/COUNTY-  ND/BOTTINEAU
 TF0679  USGS QUAD   -  KUROKI (1951)
 TF0679
 TF0679                         *CURRENT SURVEY CONTROL
 TF0679  ___________________________________________________________________
 TF0679* NAD 83(1986)-  48 52 43.     (N)    101 14 03.     (W)     SCALED    
 TF0679* NAVD 88     -       464.247  (meters)    1523.12   (feet)  ADJUSTED  
 TF0679  ___________________________________________________________________
 TF0679  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0679  DYNAMIC HT  -         464.356 (meters)    1523.47  (feet)  COMP
 TF0679  MODELED GRAV-     980,830.1   (mgal)                       NAVD 88
 TF0679
 TF0679  VERT ORDER  -  SECOND    CLASS 0
 TF0679
 TF0679.The horizontal coordinates were scaled from a topographic map and have
 TF0679.an estimated accuracy of +/- 6 seconds.
 TF0679
 TF0679.The orthometric height was determined by differential leveling
 TF0679.and adjusted by the National Geodetic Survey in June 1991..
 TF0679
 TF0679.The geoid height was determined by GEOID03.
 TF0679
 TF0679.The dynamic height is computed by dividing the NAVD 88
 TF0679.geopotential number by the normal gravity value computed on the
 TF0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0679.degrees latitude (g = 980.6199 gals.).
 TF0679
 TF0679.The modeled gravity was interpolated from observed gravity values.
 TF0679
 TF0679;                    North         East    Units  Estimated Accuracy
 TF0679;SPC ND N     -   209,130.      546,150.      MT  (+/- 180 meters Scaled)
 TF0679
 TF0679                          SUPERSEDED SURVEY CONTROL
 TF0679
 TF0679  NGVD 29 (??/??/92)  463.891  (m)         1521.95   (f) ADJ UNCH    2 0
 TF0679
 TF0679.Superseded values are not recommended for survey control.
 TF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0679.See file dsdata.txt to determine how the superseded data were derived.
 TF0679
 TF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV361163(NAD 83)
 TF0679_MARKER: DB = BENCH MARK DISK
 TF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0679_STAMPING: J 374 1935
 TF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0679+STABILITY: SURFACE MOTION
 TF0679
 TF0679  HISTORY     - Date     Condition        Report By
 TF0679  HISTORY     - 1935     MONUMENTED       CGS
 TF0679  HISTORY     - 1963     GOOD             NGS
 TF0679
 TF0679                          STATION DESCRIPTION
 TF0679
 TF0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0679'7.7 MI SW FROM KUROKI.
 TF0679'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0679'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0679'ROAD, THENCE 1.0 MILE WEST ALONG A DIRT TRAIL ROAD, OR 0.25 MILE SOUTH
 TF0679'ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT
 TF0679'ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD, THENCE 6.0 MILES
 TF0679'SOUTH ALONG STATE HIGHWAY 39, THENCE 3.0 MILES EAST ALONG A GRAVELED
 TF0679'ROAD, IN SECTION 7, T 162 N, R 81 W, 28 FEET WEST OF THE CENTER LINE
 TF0679'OF THE TRAIL ROAD, 19 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 TF0679'TRAIL ROAD, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF0679'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0364 ***********************************************************************
 RP0364  DESIGNATION -  J 375
 RP0364  PID         -  RP0364
 RP0364  STATE/COUNTY-  ND/RICHLAND
 RP0364  USGS QUAD   -  CHRISTINE (1979)
 RP0364
 RP0364                         *CURRENT SURVEY CONTROL
 RP0364  ___________________________________________________________________
 RP0364* NAD 83(1986)-  46 36 06.     (N)    096 48 44.     (W)     SCALED    
 RP0364* NAVD 88     -       281.958  (meters)     925.06   (feet)  ADJUSTED  
 RP0364  ___________________________________________________________________
 RP0364  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0364  DYNAMIC HT  -         281.977 (meters)     925.12  (feet)  COMP
 RP0364  MODELED GRAV-     980,673.7   (mgal)                       NAVD 88
 RP0364
 RP0364  VERT ORDER  -  SECOND    CLASS 0
 RP0364
 RP0364.The horizontal coordinates were scaled from a topographic map and have
 RP0364.an estimated accuracy of +/- 6 seconds.
 RP0364
 RP0364.The orthometric height was determined by differential leveling
 RP0364.and adjusted by the National Geodetic Survey in June 1991..
 RP0364
 RP0364.The geoid height was determined by GEOID03.
 RP0364
 RP0364.The dynamic height is computed by dividing the NAVD 88
 RP0364.geopotential number by the normal gravity value computed on the
 RP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0364.degrees latitude (g = 980.6199 gals.).
 RP0364
 RP0364.The modeled gravity was interpolated from observed gravity values.
 RP0364
 RP0364;                    North         East    Units  Estimated Accuracy
 RP0364;SPC ND S     -   110,560.      882,440.      MT  (+/- 180 meters Scaled)
 RP0364
 RP0364                          SUPERSEDED SURVEY CONTROL
 RP0364
 RP0364  NGVD 29 (??/??/92)  281.65   (m)          924.0    (f) COMPUTED    2 0
 RP0364
 RP0364.Superseded values are not recommended for survey control.
 RP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0364.See file dsdata.txt to determine how the superseded data were derived.
 RP0364
 RP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS675632(NAD 83)
 RP0364_MARKER: DB = BENCH MARK DISK
 RP0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0364_SP_SET: CULVERT
 RP0364_STAMPING: J-375 1940
 RP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0364
 RP0364  HISTORY     - Date     Condition        Report By
 RP0364  HISTORY     - 1940     MONUMENTED       CGS
 RP0364
 RP0364                          STATION DESCRIPTION
 RP0364
 RP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RP0364'2.1 MI N FROM CHRISTINE.
 RP0364'LOCATED ABOUT 2.1 MILES NORTH OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RP0364'PACIFIC RAILROAD STATION AT CHRISTINE, 14 POLES NORTH OF MILE POST 96,
 RP0364'61 FEET WEST OF THE CENTER LINE OF THE TRACK, 20 FEET NORTH OF THE
 RP0364'CENTER LINE OF A EAST-WEST ROAD, 28 FEET EAST OF A NORTH-SOUTH ROAD,
 RP0364'IN THE EAST END OF A 14-INCH CONCRETE CULVERT UNDER THE EAST-WEST
 RP0364'ROAD, 2.1 FEET NORTH OF A WHITE WOODEN POST STENCILED U.S.B.M. AND 1
 RP0364'FOOT LOWER THAN THE TRACK.  A STANDARD DISK SET IN THE TOP OF A
 RP0364'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0365 ***********************************************************************
 RP0365  DESIGNATION -  J 375 RESET
 RP0365  PID         -  RP0365
 RP0365  STATE/COUNTY-  ND/RICHLAND
 RP0365  USGS QUAD   -  CHRISTINE (1979)
 RP0365
 RP0365                         *CURRENT SURVEY CONTROL
 RP0365  ___________________________________________________________________
 RP0365* NAD 83(1986)-  46 36 06.     (N)    096 48 44.     (W)     SCALED    
 RP0365* NAVD 88     -       281.83   (+/-2cm)     924.6    (feet)  VERTCON   
 RP0365  ___________________________________________________________________
 RP0365  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0365
 RP0365  VERT ORDER  -  THIRD (See Below)
 RP0365
 RP0365.The horizontal coordinates were scaled from a topographic map and have
 RP0365.an estimated accuracy of +/- 6 seconds.
 RP0365
 RP0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0365.The vertical order pertains to the NGVD 29 superseded value.
 RP0365
 RP0365.The geoid height was determined by GEOID03.
 RP0365
 RP0365;                    North         East    Units  Estimated Accuracy
 RP0365;SPC ND S     -   110,560.      882,440.      MT  (+/- 180 meters Scaled)
 RP0365
 RP0365                          SUPERSEDED SURVEY CONTROL
 RP0365
 RP0365  NGVD 29 (??/??/??)  281.53   (m)          923.7    (f) RESET       3  
 RP0365
 RP0365.Superseded values are not recommended for survey control.
 RP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0365.See file dsdata.txt to determine how the superseded data were derived.
 RP0365
 RP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS675632(NAD 83)
 RP0365_MARKER: DB = BENCH MARK DISK
 RP0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0365_STAMPING: J 375 RESET 1953
 RP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0365+STABILITY: SURFACE MOTION
 RP0365
 RP0365  HISTORY     - Date     Condition        Report By
 RP0365  HISTORY     - 1953     MONUMENTED       NDHD
 RP0365  HISTORY     - 1962     MARK NOT FOUND   NGS
 RP0365
 RP0365                          STATION DESCRIPTION
 RP0365
 RP0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0365'2.1 MI N FROM CHRISTINE.
 RP0365'2.1 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0365'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, 14 POLES
 RP0365'NORTH OF MILEPOST 96, 76 FEET NORTH OF THE CENTERLINE OF AN
 RP0365'EAST-AND-WEST ROAD, 100 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 RP0365'81, 50 FEET WEST OF THE CENTERLINE OF THE TRACK, 4 1/2 FEET SOUTH OF A
 RP0365'HIGHWAY RIGHT-OF-WAY POST, AND 1 FOOT LOWER THAN THE TRACK.  A
 RP0365'STANDARD DISK, STAMPED J 375 RESET 1953 AND SET IN THE TOP OF A
 RP0365'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0608 ***********************************************************************
 SO0608  DESIGNATION -  J 376
 SO0608  PID         -  SO0608
 SO0608  STATE/COUNTY-  ND/MCKENZIE
 SO0608  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0608
 SO0608                         *CURRENT SURVEY CONTROL
 SO0608  ___________________________________________________________________
 SO0608* NAD 83(1986)-  47 54 23.     (N)    103 38 51.     (W)     SCALED    
 SO0608* NAVD 88     -       638.416  (meters)    2094.54   (feet)  ADJUSTED  
 SO0608  ___________________________________________________________________
 SO0608  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 SO0608  DYNAMIC HT  -         638.480 (meters)    2094.75  (feet)  COMP
 SO0608  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 SO0608
 SO0608  VERT ORDER  -  SECOND    CLASS 0
 SO0608
 SO0608.The horizontal coordinates were scaled from a topographic map and have
 SO0608.an estimated accuracy of +/- 6 seconds.
 SO0608
 SO0608.The orthometric height was determined by differential leveling
 SO0608.and adjusted by the National Geodetic Survey in June 1991..
 SO0608
 SO0608.The geoid height was determined by GEOID03.
 SO0608
 SO0608.The dynamic height is computed by dividing the NAVD 88
 SO0608.geopotential number by the normal gravity value computed on the
 SO0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0608.degrees latitude (g = 980.6199 gals.).
 SO0608
 SO0608.The modeled gravity was interpolated from observed gravity values.
 SO0608
 SO0608;                    North         East    Units  Estimated Accuracy
 SO0608;SPC ND N     -   105,580.      364,770.      MT  (+/- 180 meters Scaled)
 SO0608
 SO0608                          SUPERSEDED SURVEY CONTROL
 SO0608
 SO0608  NGVD 29 (??/??/92)  637.890  (m)         2092.81   (f) ADJ UNCH    2 0
 SO0608
 SO0608.Superseded values are not recommended for survey control.
 SO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0608.See file dsdata.txt to determine how the superseded data were derived.
 SO0608
 SO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP010067(NAD 83)
 SO0608_MARKER: DB = BENCH MARK DISK
 SO0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0608_STAMPING: J-376 1938
 SO0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0608+STABILITY: SURFACE MOTION
 SO0608
 SO0608  HISTORY     - Date     Condition        Report By
 SO0608  HISTORY     - 1938     MONUMENTED       CGS
 SO0608  HISTORY     - 1968     MARK NOT FOUND   NGS
 SO0608
 SO0608                          STATION DESCRIPTION
 SO0608
 SO0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SO0608'5.0 MI N FROM ALEXANDER.
 SO0608'5.0 MI. NORTH OF THE GREAT NORTHERN RAILROAD DEPOT ALONG U. S. HIGHWAY
 SO0608'NO. 85.  ON THE EAST SIDE OF SCHOOL GROUNDS.  244 FEET EAST OF CENTER
 SO0608'LINE OF HIGHWAY.  107 FEET EAST OF SOUTHEAST CORNER OF SCHOOL HOUSE.
 SO0608'73.5 FEET NORTH OF CENTER LINE OF SECTION LINE ROAD TO THE EAST. 39.5
 SO0608'FEET NORTH OF SOUTHEAST CORNER POST OF SCHOOL YARD FENCE. 2 FEET WEST
 SO0608'OF FENCE LINE.  NOTE-- THE SCHOOL HOUSE IS NO LONGER AT THE SITE AND
 SO0608'THE GROUND IS NOW UNDER CULTIVATION.
 SO0608
 SO0608                          STATION RECOVERY (1968)
 SO0608
 SO0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SO0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0524 ***********************************************************************
 TG0524  DESIGNATION -  J 377
 TG0524  PID         -  TG0524
 TG0524  STATE/COUNTY-  ND/MOUNTRAIL
 TG0524  USGS QUAD   -  BELDEN SE (1981)
 TG0524
 TG0524                         *CURRENT SURVEY CONTROL
 TG0524  ___________________________________________________________________
 TG0524* NAD 83(1986)-  48 05 42.     (N)    102 21 13.     (W)     SCALED    
 TG0524* NAVD 88     -       701.803  (meters)    2302.50   (feet)  ADJUSTED  
 TG0524  ___________________________________________________________________
 TG0524  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG0524  DYNAMIC HT  -         701.899 (meters)    2302.81  (feet)  COMP
 TG0524  MODELED GRAV-     980,724.7   (mgal)                       NAVD 88
 TG0524
 TG0524  VERT ORDER  -  SECOND    CLASS 0
 TG0524
 TG0524.The horizontal coordinates were scaled from a topographic map and have
 TG0524.an estimated accuracy of +/- 6 seconds.
 TG0524
 TG0524.The orthometric height was determined by differential leveling
 TG0524.and adjusted by the National Geodetic Survey in June 1991..
 TG0524
 TG0524.The geoid height was determined by GEOID03.
 TG0524
 TG0524.The dynamic height is computed by dividing the NAVD 88
 TG0524.geopotential number by the normal gravity value computed on the
 TG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0524.degrees latitude (g = 980.6199 gals.).
 TG0524
 TG0524.The modeled gravity was interpolated from observed gravity values.
 TG0524
 TG0524;                    North         East    Units  Estimated Accuracy
 TG0524;SPC ND N     -   123,410.      461,950.      MT  (+/- 180 meters Scaled)
 TG0524
 TG0524                          SUPERSEDED SURVEY CONTROL
 TG0524
 TG0524.No superseded survey control is available for this station.
 TG0524
 TG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP970302(NAD 83)
 TG0524_MARKER: DB = BENCH MARK DISK
 TG0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0524_SP_SET: CULVERT
 TG0524_STAMPING: J 377 1940
 TG0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0524
 TG0524  HISTORY     - Date     Condition        Report By
 TG0524  HISTORY     - 1940     MONUMENTED       CGS
 TG0524  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0524
 TG0524                          STATION DESCRIPTION
 TG0524
 TG0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0524'11.2 MI N FROM VAN HOOK.
 TG0524'1.7 MILES EAST ALONG STATE HIGHWAY 23 FROM THE SOO LINE RAILROAD
 TG0524'STATION AT VAN HOOK, MOUNTRAIL COUNTY, 9.5 MILES NORTH ALONG STATE
 TG0524'HIGHWAY 8.  AT A 4-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH END
 TG0524'OF THE WEST HEADWALL, 18 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 TG0524'AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 TG0524'STAMPED J 377 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1366 ***********************************************************************
 TG1366  DESIGNATION -  J 379 RESET
 TG1366  PID         -  TG1366
 TG1366  STATE/COUNTY-  ND/MCKENZIE
 TG1366  USGS QUAD   -  WILLISTON SW (1979)
 TG1366
 TG1366                         *CURRENT SURVEY CONTROL
 TG1366  ___________________________________________________________________
 TG1366* NAD 83(1986)-  48 01 27.     (N)    103 39 33.     (W)     SCALED    
 TG1366* NAVD 88     -       661.844  (meters)    2171.40   (feet)  ADJUSTED  
 TG1366  ___________________________________________________________________
 TG1366  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TG1366  DYNAMIC HT  -         661.919 (meters)    2171.65  (feet)  COMP
 TG1366  MODELED GRAV-     980,703.3   (mgal)                       NAVD 88
 TG1366
 TG1366  VERT ORDER  -  FIRST     CLASS II
 TG1366
 TG1366.The horizontal coordinates were scaled from a topographic map and have
 TG1366.an estimated accuracy of +/- 6 seconds.
 TG1366
 TG1366.The orthometric height was determined by differential leveling
 TG1366.and adjusted by the National Geodetic Survey in June 1991..
 TG1366
 TG1366.The geoid height was determined by GEOID03.
 TG1366
 TG1366.The dynamic height is computed by dividing the NAVD 88
 TG1366.geopotential number by the normal gravity value computed on the
 TG1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1366.degrees latitude (g = 980.6199 gals.).
 TG1366
 TG1366.The modeled gravity was interpolated from observed gravity values.
 TG1366
 TG1366;                    North         East    Units  Estimated Accuracy
 TG1366;SPC ND N     -   118,700.      364,440.      MT  (+/- 180 meters Scaled)
 TG1366
 TG1366                          SUPERSEDED SURVEY CONTROL
 TG1366
 TG1366.No superseded survey control is available for this station.
 TG1366
 TG1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP999198(NAD 83)
 TG1366_MARKER: DB = BENCH MARK DISK
 TG1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1366_STAMPING: J 379 RESET 1968
 TG1366_MARK LOGO: CGS   
 TG1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1366+STABILITY: SURFACE MOTION
 TG1366
 TG1366  HISTORY     - Date     Condition        Report By
 TG1366  HISTORY     - 1968     MONUMENTED       CGS
 TG1366  HISTORY     - 1981     GOOD             NGS
 TG1366
 TG1366                          STATION DESCRIPTION
 TG1366
 TG1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TG1366'10 MI SSW FROM WILLISTON.
 TG1366'ABOUT 7.2 MILES SOUTH ALONG U.S. HIGHWAY NO. 85 FROM THE MISSOURI
 TG1366'RIVER BRIDGE AT JUNKIN, MCKENZIE COUNTY, 100 FEET WEST OF THE
 TG1366'CENTERLINE OF U.S. HIGHWAY NO. 85, 106 FEET SOUTH OF AN EAST-WEST ROAD
 TG1366'AND 1 FOOT NORTH OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP OF
 TG1366'A ROUND CONCRETE POST AND STAMPED J 379 RESET 1940.  THE MARK PROJECTS
 TG1366'3 INCHES.
 TG1366
 TG1366                          STATION RECOVERY (1981)
 TG1366
 TG1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1366'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE
 TG1366'EXCEPT THAT THE MILEAGE SOUTHERLY ALONG U.S. HIGHWAY 85 SHOULD BE
 TG1366'6.8 MILES, NOT 7.2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0146 ***********************************************************************
 RQ0146  DESIGNATION -  J 38
 RQ0146  PID         -  RQ0146
 RQ0146  STATE/COUNTY-  ND/LA MOURE
 RQ0146  USGS QUAD   -  EDGELEY (1982)
 RQ0146
 RQ0146                         *CURRENT SURVEY CONTROL
 RQ0146  ___________________________________________________________________
 RQ0146* NAD 83(1986)-  46 19 36.     (N)    098 41 18.     (W)     SCALED    
 RQ0146* NAVD 88     -       471.395  (meters)    1546.57   (feet)  ADJUSTED  
 RQ0146  ___________________________________________________________________
 RQ0146  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 RQ0146  DYNAMIC HT  -         471.391 (meters)    1546.56  (feet)  COMP
 RQ0146  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RQ0146
 RQ0146  VERT ORDER  -  SECOND    CLASS 0
 RQ0146
 RQ0146.The horizontal coordinates were scaled from a topographic map and have
 RQ0146.an estimated accuracy of +/- 6 seconds.
 RQ0146
 RQ0146.The orthometric height was determined by differential leveling
 RQ0146.and adjusted by the National Geodetic Survey in June 1991..
 RQ0146
 RQ0146.The geoid height was determined by GEOID03.
 RQ0146
 RQ0146.The dynamic height is computed by dividing the NAVD 88
 RQ0146.geopotential number by the normal gravity value computed on the
 RQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0146.degrees latitude (g = 980.6199 gals.).
 RQ0146
 RQ0146.The modeled gravity was interpolated from observed gravity values.
 RQ0146
 RQ0146;                    North         East    Units  Estimated Accuracy
 RQ0146;SPC ND S     -    74,970.      739,490.      MT  (+/- 180 meters Scaled)
 RQ0146
 RQ0146                          SUPERSEDED SURVEY CONTROL
 RQ0146
 RQ0146  NGVD 29 (??/??/92)  471.025  (m)         1545.35   (f) ADJ UNCH    2 0
 RQ0146
 RQ0146.Superseded values are not recommended for survey control.
 RQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0146.See file dsdata.txt to determine how the superseded data were derived.
 RQ0146
 RQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS239303(NAD 83)
 RQ0146_MARKER: DB = BENCH MARK DISK
 RQ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0146_STAMPING: J 38 1934
 RQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0146+STABILITY: SURFACE MOTION
 RQ0146
 RQ0146  HISTORY     - Date     Condition        Report By
 RQ0146  HISTORY     - 1934     MONUMENTED       CGS
 RQ0146  HISTORY     - 1970     GOOD             NGS
 RQ0146
 RQ0146                          STATION DESCRIPTION
 RQ0146
 RQ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0146'2.7 MI S FROM EDGELEY.
 RQ0146'IT IS 2.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RQ0146'PACIFIC RAILROAD FROM THE CITY WATER TANK AT EDGELEY, AT A CROSSING,
 RQ0146'210 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 129 FEET NORTH OF A
 RQ0146'PASTURE FENCE CORNER, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET
 RQ0146'NORTHEAST OF A FENCE LINE, 1.1 FOOT SOUTH OF A METAL WITNESS POST, AND
 RQ0146'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0159 ***********************************************************************
 RR0159  DESIGNATION -  J 380
 RR0159  PID         -  RR0159
 RR0159  STATE/COUNTY-  ND/SIOUX
 RR0159  USGS QUAD   -  FORT YATES (1968)
 RR0159
 RR0159                         *CURRENT SURVEY CONTROL
 RR0159  ___________________________________________________________________
 RR0159* NAD 83(1986)-  46 02 55.     (N)    100 41 23.     (W)     SCALED    
 RR0159* NAVD 88     -       552.358  (meters)    1812.19   (feet)  ADJUSTED  
 RR0159  ___________________________________________________________________
 RR0159  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RR0159  DYNAMIC HT  -         552.335 (meters)    1812.12  (feet)  COMP
 RR0159  MODELED GRAV-     980,556.0   (mgal)                       NAVD 88
 RR0159
 RR0159  VERT ORDER  -  SECOND    CLASS 0
 RR0159
 RR0159.The horizontal coordinates were scaled from a topographic map and have
 RR0159.an estimated accuracy of +/- 6 seconds.
 RR0159
 RR0159.The orthometric height was determined by differential leveling
 RR0159.and adjusted by the National Geodetic Survey in June 1991..
 RR0159
 RR0159.The geoid height was determined by GEOID03.
 RR0159
 RR0159.The dynamic height is computed by dividing the NAVD 88
 RR0159.geopotential number by the normal gravity value computed on the
 RR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0159.degrees latitude (g = 980.6199 gals.).
 RR0159
 RR0159.The modeled gravity was interpolated from observed gravity values.
 RR0159
 RR0159;                    North         East    Units  Estimated Accuracy
 RR0159;SPC ND S     -    42,470.      585,320.      MT  (+/- 180 meters Scaled)
 RR0159
 RR0159                          SUPERSEDED SURVEY CONTROL
 RR0159
 RR0159  NGVD 29 (??/??/92)  551.964  (m)         1810.90   (f) ADJ UNCH    2 0
 RR0159
 RR0159.Superseded values are not recommended for survey control.
 RR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0159.See file dsdata.txt to determine how the superseded data were derived.
 RR0159
 RR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS692008(NAD 83)
 RR0159_MARKER: DB = BENCH MARK DISK
 RR0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0159_STAMPING: J 380 1945
 RR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0159+STABILITY: SURFACE MOTION
 RR0159
 RR0159  HISTORY     - Date     Condition        Report By
 RR0159  HISTORY     - 1945     MONUMENTED       CGS
 RR0159  HISTORY     - 1956     GOOD             NGS
 RR0159
 RR0159                          STATION DESCRIPTION
 RR0159
 RR0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0159'4.3 MI SW FROM FORT YATES.
 RR0159'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0159'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0159'SIOUX COUNTY, 92.8 FEET NORTHEAST OF A FENCE CORNER, 62 FEET NORTH OF
 RR0159'A WINDING ROAD SIGN, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 RR0159'HIGHWAY, 1 FOOT NORTHWEST OF A FENCE, 1 FOOT WEST OF A WHITE WOODEN
 RR0159'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  AN IRON BENCH-MARK
 RR0159'DISK, STAMPED J 380 1945 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0844 ***********************************************************************
 SN0844  DESIGNATION -  J 381
 SN0844  PID         -  SN0844
 SN0844  STATE/COUNTY-  ND/MCLEAN
 SN0844  USGS QUAD   -  WASHBURN (1980)
 SN0844
 SN0844                         *CURRENT SURVEY CONTROL
 SN0844  ___________________________________________________________________
 SN0844* NAD 83(1996)-  47 21 02.07707(N)    101 02 07.32158(W)     ADJUSTED  
 SN0844* NAVD 88     -       580.293  (meters)    1903.84   (feet)  ADJUSTED  
 SN0844  ___________________________________________________________________
 SN0844  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 SN0844  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SN0844  DYNAMIC HT  -         580.339 (meters)    1904.00  (feet)  COMP
 SN0844  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN0844
 SN0844  HORZ ORDER  -  SECOND
 SN0844  VERT ORDER  -  FIRST     CLASS II
 SN0844
 SN0844.The horizontal coordinates were established by classical geodetic methods
 SN0844.and adjusted by the National Geodetic Survey in January 1998..
 SN0844
 SN0844.The orthometric height was determined by differential leveling
 SN0844.and adjusted by the National Geodetic Survey in June 1991..
 SN0844.WARNING-Repeat measurements at this control monument indicate possible
 SN0844.vertical movement.
 SN0844
 SN0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0844
 SN0844.The geoid height was determined by GEOID03.
 SN0844
 SN0844.The dynamic height is computed by dividing the NAVD 88
 SN0844.geopotential number by the normal gravity value computed on the
 SN0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0844.degrees latitude (g = 980.6199 gals.).
 SN0844
 SN0844.The modeled gravity was interpolated from observed gravity values.
 SN0844
 SN0844;                    North         East     Units Scale Factor Converg.
 SN0844;SPC ND N     -    39,118.191   559,548.850   MT  1.00001730   -0 23 54.2
 SN0844;SPC ND N     -   128,340.52  1,835,790.19   iFT  1.00001730   -0 23 54.2
 SN0844;SPC ND S     -   187,321.091   559,550.491   MT  0.99997639   -0 23 25.8
 SN0844;SPC ND S     -   614,570.51  1,835,795.57   iFT  0.99997639   -0 23 25.8
 SN0844;UTM  14      - 5,246,132.309   346,277.724   MT  0.99989041   -1 29 50.4
 SN0844
 SN0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0844!SPC ND N     -   0.99991229  x   1.00001730  =   0.99992959
 SN0844!SPC ND S     -   0.99991229  x   0.99997639  =   0.99988868
 SN0844!UTM  14      -   0.99991229  x   0.99989041  =   0.99980271
 SN0844
 SN0844                          SUPERSEDED SURVEY CONTROL
 SN0844
 SN0844  NAD 83(1986)-  47 21 02.07776(N)    101 02 07.30983(W) AD(       ) 2
 SN0844  NAD 27      -  47 21 02.09800(N)    101 02 05.78000(W) AD(       ) 2
 SN0844  NGVD 29 (??/??/92)  579.882  (m)         1902.50   (f) ADJ UNCH    1 2
 SN0844
 SN0844.Superseded values are not recommended for survey control.
 SN0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0844.See file dsdata.txt to determine how the superseded data were derived.
 SN0844
 SN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4627846132(NAD 83)
 SN0844_MARKER: DB = BENCH MARK DISK
 SN0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0844_STAMPING: J 381 1945 1902.385
 SN0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0844+STABILITY: SURFACE MOTION
 SN0844
 SN0844  HISTORY     - Date     Condition        Report By
 SN0844  HISTORY     - 1945     MONUMENTED       CGS
 SN0844  HISTORY     - 1962     GOOD             NGS
 SN0844  HISTORY     - 1969     GOOD             NGS
 SN0844  HISTORY     - 1982     GOOD             NGS
 SN0844
 SN0844                          STATION DESCRIPTION
 SN0844
 SN0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SN0844'STATION IS LOCATED ABOUT 5 MILES N OF THE VILLAGE OF WASHBURN
 SN0844'AND IS DIRECTLY BENEATH THE WASHBURN AIRPORT AIRWAY BEACON.  IT
 SN0844'IS 15 FEET N OF THE N EDGE OF THE BEACON CONTROL HOUSE AND 1 FOOT
 SN0844'N OF A WOODEN WITNESS POST.
 SN0844'
 SN0844'STATION MARK IS A BRONZE BENCH-MARK DISK STAMPED J 381 1945.  MARK
 SN0844'PROJECTS 5 INCHES.
 SN0844'
 SN0844'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CONTROL
 SN0844'TO THIS STATION.  IT IS 20.241 METERS (66.41 FEET) W OF THE
 SN0844'STATION.
 SN0844'
 SN0844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 SN0844'MAIN STREET OF WASHBURN, GO N ON U.S. HIGHWAY 83 FOR 4.6 MILES
 SN0844'AND THE WASHBURN AIRPORT ON THE RIGHT AND THE BENCH MARK AS
 SN0844'DESCRIBED.
 SN0844'
 SN0844'THIS IS A TRAVERSE STATION.
 SN0844
 SN0844                          STATION RECOVERY (1962)
 SN0844
 SN0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SN0844'3.5 MI SE FROM FALKIRK.
 SN0844'3 MILE EAST SOUTHEAST ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0844'STATION AT FALKIRK, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 83, AT
 SN0844'THE NORTHWEST CORNER OF THE WASHBURN INTERMEDIATE AIRFIELD, IN THE
 SN0844'CENTER OF THE FOUR LEGS FOR THE BEACON LIGHT, 16.3 FEET NORTH
 SN0844'NORTHEAST OF THE NORTHWEST CORNER OF A SMALL BUILDING, 66.5 FEET WEST
 SN0844'OF THE BM CONTROL, 13.7 FEET SOUTH OF A FENCE LINE, 89 FEET EAST OF
 SN0844'THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE HIGHWAY, A DISK
 SN0844'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SN0844
 SN0844                          STATION RECOVERY (1969)
 SN0844
 SN0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SN0844'RECOVERED IN GOOD CONDITION.
 SN0844
 SN0844                          STATION RECOVERY (1982)
 SN0844
 SN0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0204 ***********************************************************************
 RR0204  DESIGNATION -  J 382
 RR0204  PID         -  RR0204
 RR0204  STATE/COUNTY-  ND/SIOUX
 RR0204  USGS QUAD   -  FORT YATES (1968)
 RR0204
 RR0204                         *CURRENT SURVEY CONTROL
 RR0204  ___________________________________________________________________
 RR0204* NAD 83(1986)-  46 01 39.     (N)    100 37 38.     (W)     SCALED    
 RR0204* NAVD 88     -       490.293  (meters)    1608.57   (feet)  ADJUSTED  
 RR0204  ___________________________________________________________________
 RR0204  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0204  DYNAMIC HT  -         490.272 (meters)    1608.50  (feet)  COMP
 RR0204  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 RR0204
 RR0204  VERT ORDER  -  FIRST     CLASS II
 RR0204
 RR0204.The horizontal coordinates were scaled from a topographic map and have
 RR0204.an estimated accuracy of +/- 6 seconds.
 RR0204
 RR0204.The orthometric height was determined by differential leveling
 RR0204.and adjusted by the National Geodetic Survey in June 1991..
 RR0204
 RR0204.The geoid height was determined by GEOID03.
 RR0204
 RR0204.The dynamic height is computed by dividing the NAVD 88
 RR0204.geopotential number by the normal gravity value computed on the
 RR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0204.degrees latitude (g = 980.6199 gals.).
 RR0204
 RR0204.The modeled gravity was interpolated from observed gravity values.
 RR0204
 RR0204;                    North         East    Units  Estimated Accuracy
 RR0204;SPC ND S     -    40,120.      590,150.      MT  (+/- 180 meters Scaled)
 RR0204
 RR0204                          SUPERSEDED SURVEY CONTROL
 RR0204
 RR0204  NGVD 29 (??/??/92)  489.902  (m)         1607.29   (f) ADJ UNCH    1 2
 RR0204
 RR0204.Superseded values are not recommended for survey control.
 RR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0204.See file dsdata.txt to determine how the superseded data were derived.
 RR0204
 RR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR740983(NAD 83)
 RR0204_MARKER: DB = BENCH MARK DISK
 RR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0204_STAMPING: J 382 1945
 RR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0204+STABILITY: SURFACE MOTION
 RR0204
 RR0204  HISTORY     - Date     Condition        Report By
 RR0204  HISTORY     - 1945     MONUMENTED       CGS
 RR0204  HISTORY     - 1949     GOOD             NGS
 RR0204  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0204
 RR0204                          STATION DESCRIPTION
 RR0204
 RR0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0204'4.3 MI S FROM FORT YATES.
 RR0204'4.3 MILES SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF
 RR0204'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, 33 FEET
 RR0204'EAST OF THE CENTER LINE OF ROAD, 5.2 FEET EAST OF A FENCE LINE, 2.5
 RR0204'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 RR0204'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RR0204
 RR0204                          STATION RECOVERY (1967)
 RR0204
 RR0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0081 ***********************************************************************
 RR0081  DESIGNATION -  J 383
 RR0081  PID         -  RR0081
 RR0081  STATE/COUNTY-  ND/EMMONS
 RR0081  USGS QUAD   -  FORT YATES NE (1968)
 RR0081
 RR0081                         *CURRENT SURVEY CONTROL
 RR0081  ___________________________________________________________________
 RR0081* NAD 83(1986)-  46 08 53.     (N)    100 30 12.     (W)     SCALED    
 RR0081* NAVD 88     -       585.324  (meters)    1920.35   (feet)  ADJUSTED  
 RR0081  ___________________________________________________________________
 RR0081  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RR0081  DYNAMIC HT  -         585.302 (meters)    1920.28  (feet)  COMP
 RR0081  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 RR0081
 RR0081  VERT ORDER  -  FIRST     CLASS II
 RR0081
 RR0081.The horizontal coordinates were scaled from a topographic map and have
 RR0081.an estimated accuracy of +/- 6 seconds.
 RR0081
 RR0081.The orthometric height was determined by differential leveling
 RR0081.and adjusted by the National Geodetic Survey in June 1991..
 RR0081
 RR0081.The geoid height was determined by GEOID03.
 RR0081
 RR0081.The dynamic height is computed by dividing the NAVD 88
 RR0081.geopotential number by the normal gravity value computed on the
 RR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0081.degrees latitude (g = 980.6199 gals.).
 RR0081
 RR0081.The modeled gravity was interpolated from observed gravity values.
 RR0081
 RR0081;                    North         East    Units  Estimated Accuracy
 RR0081;SPC ND S     -    53,510.      599,740.      MT  (+/- 180 meters Scaled)
 RR0081
 RR0081                          SUPERSEDED SURVEY CONTROL
 RR0081
 RR0081  NGVD 29 (??/??/92)  584.931  (m)         1919.06   (f) ADJ UNCH    1 2
 RR0081
 RR0081.Superseded values are not recommended for survey control.
 RR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0081.See file dsdata.txt to determine how the superseded data were derived.
 RR0081
 RR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS839115(NAD 83)
 RR0081_MARKER: DB = BENCH MARK DISK
 RR0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0081_STAMPING: J 383 1945
 RR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0081+STABILITY: SURFACE MOTION
 RR0081
 RR0081  HISTORY     - Date     Condition        Report By
 RR0081  HISTORY     - 1945     MONUMENTED       CGS
 RR0081  HISTORY     - 1949     GOOD             NGS
 RR0081  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0081
 RR0081                          STATION DESCRIPTION
 RR0081
 RR0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0081'22.6 MI SW FROM LINTON.
 RR0081'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0081'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0081'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0081'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0081'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0081'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0081'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0081'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE NORTH
 RR0081'ALONG A GRADED DIRT ROAD, WEST OF AND AT THE FOOT OF A SMALL HILL, 26
 RR0081'FEET EAST OF THE CENTER LINE OF THE ROAD, 9.4 FEET EAST OF A FENCE
 RR0081'LINE, 1.2 FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 RR0081'CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
 RR0081
 RR0081                          STATION RECOVERY (1967)
 RR0081
 RR0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0163 ***********************************************************************
 SN0163  DESIGNATION -  J 384
 SN0163  PID         -  SN0163
 SN0163  STATE/COUNTY-  ND/OLIVER
 SN0163  USGS QUAD   -  SANGER (1966)
 SN0163
 SN0163                         *CURRENT SURVEY CONTROL
 SN0163  ___________________________________________________________________
 SN0163* NAD 83(1986)-  47 09 53.     (N)    100 59 10.     (W)     SCALED    
 SN0163* NAVD 88     -       515.779  (meters)    1692.18   (feet)  ADJUSTED  
 SN0163  ___________________________________________________________________
 SN0163  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SN0163  DYNAMIC HT  -         515.798 (meters)    1692.25  (feet)  COMP
 SN0163  MODELED GRAV-     980,633.2   (mgal)                       NAVD 88
 SN0163
 SN0163  VERT ORDER  -  SECOND    CLASS 0
 SN0163
 SN0163.The horizontal coordinates were scaled from a topographic map and have
 SN0163.an estimated accuracy of +/- 6 seconds.
 SN0163
 SN0163.The orthometric height was determined by differential leveling
 SN0163.and adjusted by the National Geodetic Survey in June 1991..
 SN0163
 SN0163.The geoid height was determined by GEOID03.
 SN0163
 SN0163.The dynamic height is computed by dividing the NAVD 88
 SN0163.geopotential number by the normal gravity value computed on the
 SN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0163.degrees latitude (g = 980.6199 gals.).
 SN0163
 SN0163.The modeled gravity was interpolated from observed gravity values.
 SN0163
 SN0163;                    North         East    Units  Estimated Accuracy
 SN0163;SPC ND S     -   166,640.      563,140.      MT  (+/- 180 meters Scaled)
 SN0163
 SN0163                          SUPERSEDED SURVEY CONTROL
 SN0163
 SN0163  NGVD 29 (??/??/92)  515.381  (m)         1690.88   (f) ADJ UNCH    2 0
 SN0163
 SN0163.Superseded values are not recommended for survey control.
 SN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0163.See file dsdata.txt to determine how the superseded data were derived.
 SN0163
 SN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT494253(NAD 83)
 SN0163_MARKER: DB = BENCH MARK DISK
 SN0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0163_STAMPING: J 384 1946 1690.879
 SN0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0163+STABILITY: SURFACE MOTION
 SN0163
 SN0163  HISTORY     - Date     Condition        Report By
 SN0163  HISTORY     - 1946     MONUMENTED       CGS
 SN0163  HISTORY     - 1956     GOOD             NGS
 SN0163  HISTORY     - 1982     GOOD             NGS
 SN0163
 SN0163                          STATION DESCRIPTION
 SN0163
 SN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0163'1.2 MI S FROM SANGER.
 SN0163'ABOUT 1.2 MILES SOUTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM
 SN0163'SANGER, ACROSS THE TRACK FROM MILEPOST NO. 26, 50 FEET WEST OF AND
 SN0163'ABOUT 4 FEET HIGHER THAN THE CENTER LINE OF THE RAILROAD, 34 FEET EAST
 SN0163'OF THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTH OF A 4 X 4 IN. MARKER
 SN0163'POST AND IN LINE WITH A ROW OF POLES.  A BRONZE DISC STAMPED J 384
 SN0163'1946 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 SN0163'ABOVE THE GROUND.
 SN0163
 SN0163                          STATION RECOVERY (1956)
 SN0163
 SN0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0163'RECOVERED IN GOOD CONDITION.
 SN0163
 SN0163                          STATION RECOVERY (1982)
 SN0163
 SN0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0313 ***********************************************************************
 RR0313  DESIGNATION -  J 385
 RR0313  PID         -  RR0313
 RR0313  STATE/COUNTY-  ND/MORTON
 RR0313  USGS QUAD   -  HARMON (1976)
 RR0313
 RR0313                         *CURRENT SURVEY CONTROL
 RR0313  ___________________________________________________________________
 RR0313* NAD 83(1986)-  46 56 24.     (N)    100 57 05.     (W)     SCALED    
 RR0313* NAVD 88     -       502.552  (meters)    1648.79   (feet)  ADJUSTED  
 RR0313  ___________________________________________________________________
 RR0313  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RR0313  DYNAMIC HT  -         502.560 (meters)    1648.82  (feet)  COMP
 RR0313  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RR0313
 RR0313  VERT ORDER  -  SECOND    CLASS 0
 RR0313
 RR0313.The horizontal coordinates were scaled from a topographic map and have
 RR0313.an estimated accuracy of +/- 6 seconds.
 RR0313
 RR0313.The orthometric height was determined by differential leveling
 RR0313.and adjusted by the National Geodetic Survey in June 1991..
 RR0313
 RR0313.The geoid height was determined by GEOID03.
 RR0313
 RR0313.The dynamic height is computed by dividing the NAVD 88
 RR0313.geopotential number by the normal gravity value computed on the
 RR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0313.degrees latitude (g = 980.6199 gals.).
 RR0313
 RR0313.The modeled gravity was interpolated from observed gravity values.
 RR0313
 RR0313;                    North         East    Units  Estimated Accuracy
 RR0313;SPC ND S     -   141,640.      565,630.      MT  (+/- 180 meters Scaled)
 RR0313
 RR0313                          SUPERSEDED SURVEY CONTROL
 RR0313
 RR0313  NGVD 29 (??/??/92)  502.177  (m)         1647.56   (f) ADJ UNCH    2 0
 RR0313
 RR0313.Superseded values are not recommended for survey control.
 RR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0313.See file dsdata.txt to determine how the superseded data were derived.
 RR0313
 RR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT514003(NAD 83)
 RR0313_MARKER: DB = BENCH MARK DISK
 RR0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0313_STAMPING: J 385 1946
 RR0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0313+STABILITY: SURFACE MOTION
 RR0313
 RR0313  HISTORY     - Date     Condition        Report By
 RR0313  HISTORY     - 1946     MONUMENTED       CGS
 RR0313  HISTORY     - 1956     GOOD             NGS
 RR0313
 RR0313                          STATION DESCRIPTION
 RR0313
 RR0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0313'10.0 MI NW FROM MANDAN.
 RR0313'ABOUT 10.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RR0313'THE STATION AT MANDAN, ABOUT 100 YARDS SOUTHEAST OF MILE POST 9, 40.5
 RR0313'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE TRESTLE, 46.5 FEET
 RR0313'SOUTHWEST OF AND ABOUT 12.0 FEET LOWER THAN THE CENTER LINE OF THE
 RR0313'TRACK, 29.6 FEET NORTHWEST OF A TELEPHONE POLE AND 1.0 FOOT NORTHWEST
 RR0313'OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED J 385 1946 SET IN
 RR0313'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 RR0313
 RR0313                          STATION RECOVERY (1956)
 RR0313
 RR0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1328 ***********************************************************************
 TG1328  DESIGNATION -  J 386
 TG1328  PID         -  TG1328
 TG1328  STATE/COUNTY-  ND/WILLIAMS
 TG1328  USGS QUAD   -  WILLISTON WEST (1976)
 TG1328
 TG1328                         *CURRENT SURVEY CONTROL
 TG1328  ___________________________________________________________________
 TG1328* NAD 83(1986)-  48 08 39.     (N)    103 38 31.     (W)     SCALED    
 TG1328* NAVD 88     -       565.159  (meters)    1854.19   (feet)  ADJUSTED  
 TG1328  ___________________________________________________________________
 TG1328  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1328  DYNAMIC HT  -         565.224 (meters)    1854.41  (feet)  COMP
 TG1328  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 TG1328
 TG1328  VERT ORDER  -  FIRST     CLASS II
 TG1328
 TG1328.The horizontal coordinates were scaled from a topographic map and have
 TG1328.an estimated accuracy of +/- 6 seconds.
 TG1328
 TG1328.The orthometric height was determined by differential leveling
 TG1328.and adjusted by the National Geodetic Survey in June 1991..
 TG1328
 TG1328.The geoid height was determined by GEOID03.
 TG1328
 TG1328.The dynamic height is computed by dividing the NAVD 88
 TG1328.geopotential number by the normal gravity value computed on the
 TG1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1328.degrees latitude (g = 980.6199 gals.).
 TG1328
 TG1328.The modeled gravity was interpolated from observed gravity values.
 TG1328
 TG1328;                    North         East    Units  Estimated Accuracy
 TG1328;SPC ND N     -   131,980.      366,270.      MT  (+/- 180 meters Scaled)
 TG1328
 TG1328                          SUPERSEDED SURVEY CONTROL
 TG1328
 TG1328  NGVD 29 (??/??/92)  564.655  (m)         1852.54   (f) ADJ UNCH    1 2
 TG1328
 TG1328.Superseded values are not recommended for survey control.
 TG1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1328.See file dsdata.txt to determine how the superseded data were derived.
 TG1328
 TG1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP010332(NAD 83)
 TG1328_MARKER: DB = BENCH MARK DISK
 TG1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1328_STAMPING: J 386 1946
 TG1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1328+STABILITY: SURFACE MOTION
 TG1328
 TG1328  HISTORY     - Date     Condition        Report By
 TG1328  HISTORY     - 1946     MONUMENTED       CGS
 TG1328  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1328
 TG1328                          STATION DESCRIPTION
 TG1328
 TG1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1328'1.0 MI W FROM WILLISTON.
 TG1328'ABOUT 1.0 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TG1328'AT WILLISTON, ABOUT 70 YARDS NORTHWEST OF SEMAPHORE NO. 122.3, 85.0
 TG1328'FEET NORTH OF AND ABOUT 8.0 FEET LOWER THAN THE CENTER LINE OF THE
 TG1328'TRACK, 15.0 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET WEST OF A 4 X
 TG1328'4 IN. MARKER POST.  A BRONZE DISK STAMPED J 386 1946 SET IN THE TOP OF
 TG1328'A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG1328
 TG1328                          STATION RECOVERY (1981)
 TG1328
 TG1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1140 ***********************************************************************
 TG1140  DESIGNATION -  J 387
 TG1140  PID         -  TG1140
 TG1140  STATE/COUNTY-  ND/WILLIAMS
 TG1140  USGS QUAD   -  RAY (1978)
 TG1140
 TG1140                         *CURRENT SURVEY CONTROL
 TG1140  ___________________________________________________________________
 TG1140* NAD 83(1986)-  48 20 20.     (N)    103 10 11.     (W)     SCALED    
 TG1140* NAVD 88     -       691.703  (meters)    2269.36   (feet)  ADJUSTED  
 TG1140  ___________________________________________________________________
 TG1140  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1140  DYNAMIC HT  -         691.801 (meters)    2269.68  (feet)  COMP
 TG1140  MODELED GRAV-     980,729.9   (mgal)                       NAVD 88
 TG1140
 TG1140  VERT ORDER  -  FIRST     CLASS II
 TG1140
 TG1140.The horizontal coordinates were scaled from a topographic map and have
 TG1140.an estimated accuracy of +/- 6 seconds.
 TG1140
 TG1140.The orthometric height was determined by differential leveling
 TG1140.and adjusted by the National Geodetic Survey in June 1991..
 TG1140
 TG1140.The geoid height was determined by GEOID03.
 TG1140
 TG1140.The dynamic height is computed by dividing the NAVD 88
 TG1140.geopotential number by the normal gravity value computed on the
 TG1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1140.degrees latitude (g = 980.6199 gals.).
 TG1140
 TG1140.The modeled gravity was interpolated from observed gravity values.
 TG1140
 TG1140;                    North         East    Units  Estimated Accuracy
 TG1140;SPC ND N     -   152,290.      402,130.      MT  (+/- 180 meters Scaled)
 TG1140
 TG1140                          SUPERSEDED SURVEY CONTROL
 TG1140
 TG1140  NGVD 29 (??/??/92)  691.212  (m)         2267.75   (f) ADJ UNCH    1 2
 TG1140
 TG1140.Superseded values are not recommended for survey control.
 TG1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1140.See file dsdata.txt to determine how the superseded data were derived.
 TG1140
 TG1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP356555(NAD 83)
 TG1140_MARKER: DB = BENCH MARK DISK
 TG1140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1140_SP_SET: DRILL HOLE CONCRETE
 TG1140_STAMPING: J 387 1946
 TG1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1140
 TG1140  HISTORY     - Date     Condition        Report By
 TG1140  HISTORY     - 1946     MONUMENTED       CGS
 TG1140  HISTORY     - 1951     GOOD             NGS
 TG1140  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1140
 TG1140                          STATION DESCRIPTION
 TG1140
 TG1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1140'IN RAY.
 TG1140'AT RAY, ON THE GREAT NORTHERN RAILROAD ABOUT 0.3 MILE SOUTHWEST OF THE
 TG1140'STATION, 51.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET HIGHER THAN THE
 TG1140'CENTER LINE OF THE TRACK, ON TOP OF THE SOUTHEAST CORNER OF THE
 TG1140'SOUTHWEST CONCRETE BASE FOR THE RAILROAD WATER TANK.  A BRONZE DISK
 TG1140'STAMPED J 387 1946 SET IN A DRILL HOLE IN CONCRETE.
 TG1140
 TG1140                          STATION RECOVERY (1951)
 TG1140
 TG1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 TG1140'RECOVERED IN GOOD CONDITION.
 TG1140
 TG1140                          STATION RECOVERY (1981)
 TG1140
 TG1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1205 ***********************************************************************
 TG1205  DESIGNATION -  J 388
 TG1205  PID         -  TG1205
 TG1205  STATE/COUNTY-  ND/WILLIAMS
 TG1205  USGS QUAD   -  CUSSICKS SPRING (1969)
 TG1205
 TG1205                         *CURRENT SURVEY CONTROL
 TG1205  ___________________________________________________________________
 TG1205* NAD 83(1986)-  48 10 41.     (N)    103 10 59.     (W)     SCALED    
 TG1205* NAVD 88     -       667.967  (meters)    2191.49   (feet)  ADJUSTED  
 TG1205  ___________________________________________________________________
 TG1205  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 TG1205  DYNAMIC HT  -         668.060 (meters)    2191.79  (feet)  COMP
 TG1205  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 TG1205
 TG1205  VERT ORDER  -  SECOND    CLASS 0
 TG1205
 TG1205.The horizontal coordinates were scaled from a topographic map and have
 TG1205.an estimated accuracy of +/- 6 seconds.
 TG1205
 TG1205.The orthometric height was determined by differential leveling
 TG1205.and adjusted by the National Geodetic Survey in June 1991..
 TG1205
 TG1205.The geoid height was determined by GEOID03.
 TG1205
 TG1205.The dynamic height is computed by dividing the NAVD 88
 TG1205.geopotential number by the normal gravity value computed on the
 TG1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1205.degrees latitude (g = 980.6199 gals.).
 TG1205
 TG1205.The modeled gravity was interpolated from observed gravity values.
 TG1205
 TG1205;                    North         East    Units  Estimated Accuracy
 TG1205;SPC ND N     -   134,450.      400,520.      MT  (+/- 180 meters Scaled)
 TG1205
 TG1205                          SUPERSEDED SURVEY CONTROL
 TG1205
 TG1205  NGVD 29 (??/??/92)  667.478  (m)         2189.88   (f) ADJ UNCH    2 0
 TG1205
 TG1205.Superseded values are not recommended for survey control.
 TG1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1205.See file dsdata.txt to determine how the superseded data were derived.
 TG1205
 TG1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP350376(NAD 83)
 TG1205_MARKER: DB = BENCH MARK DISK
 TG1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1205_STAMPING: J 388 1946
 TG1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1205+STABILITY: SURFACE MOTION
 TG1205
 TG1205  HISTORY     - Date     Condition        Report By
 TG1205  HISTORY     - 1946     MONUMENTED       CGS
 TG1205  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1205
 TG1205                          STATION DESCRIPTION
 TG1205
 TG1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1205'22.6 MI E FROM WILLISTON.
 TG1205'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1205'MAIN STREET, THENCE EASTERLY 22.6 MILES ALONG THE MAIN GRAVELED ROAD
 TG1205'TO SITE OF MARK, BENCH MARK IS ON THE NORTH SIDE OF A HAY FIELD, 37.5
 TG1205'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 4.0
 TG1205'FEET SOUTH OF A DITCH BANK AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER
 TG1205'POST.  A BRONZE DISK STAMPED J 388 1946 SET IN THE TOP OF A CONCRETE
 TG1205'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  NOTE-- RD REBUILT
 TG1205'AND R/W EXTENDED.
 TG1205
 TG1205                          STATION RECOVERY (1969)
 TG1205
 TG1205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0232 ***********************************************************************
 SO0232  DESIGNATION -  J 389
 SO0232  PID         -  SO0232
 SO0232  STATE/COUNTY-  ND/MCLEAN
 SO0232  USGS QUAD   -  RAUB SE (1967)
 SO0232
 SO0232                         *CURRENT SURVEY CONTROL
 SO0232  ___________________________________________________________________
 SO0232* NAD 83(1986)-  47 35 09.     (N)    102 00 40.     (W)     SCALED    
 SO0232* NAVD 88     -       609.887  (meters)    2000.94   (feet)  ADJUSTED  
 SO0232  ___________________________________________________________________
 SO0232  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 SO0232  DYNAMIC HT  -         609.951 (meters)    2001.15  (feet)  COMP
 SO0232  MODELED GRAV-     980,697.9   (mgal)                       NAVD 88
 SO0232
 SO0232  VERT ORDER  -  SECOND    CLASS 0
 SO0232
 SO0232.The horizontal coordinates were scaled from a topographic map and have
 SO0232.an estimated accuracy of +/- 6 seconds.
 SO0232
 SO0232.The orthometric height was determined by differential leveling
 SO0232.and adjusted by the National Geodetic Survey in June 1991..
 SO0232
 SO0232.The geoid height was determined by GEOID03.
 SO0232
 SO0232.The dynamic height is computed by dividing the NAVD 88
 SO0232.geopotential number by the normal gravity value computed on the
 SO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0232.degrees latitude (g = 980.6199 gals.).
 SO0232
 SO0232.The modeled gravity was interpolated from observed gravity values.
 SO0232
 SO0232;                    North         East    Units  Estimated Accuracy
 SO0232;SPC ND N     -    66,250.      486,340.      MT  (+/- 180 meters Scaled)
 SO0232
 SO0232                          SUPERSEDED SURVEY CONTROL
 SO0232
 SO0232  NGVD 29 (??/??/92)  609.471  (m)         1999.57   (f) ADJ UNCH    2 0
 SO0232
 SO0232.Superseded values are not recommended for survey control.
 SO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0232.See file dsdata.txt to determine how the superseded data were derived.
 SO0232
 SO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN247745(NAD 83)
 SO0232_MARKER: DB = BENCH MARK DISK
 SO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0232_STAMPING: J 389 1946
 SO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0232+STABILITY: SURFACE MOTION
 SO0232
 SO0232  HISTORY     - Date     Condition        Report By
 SO0232  HISTORY     - 1946     MONUMENTED       CGS
 SO0232  HISTORY     - 1958     GOOD             NGS
 SO0232
 SO0232                          STATION DESCRIPTION
 SO0232
 SO0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0232'10 MI SSE FROM RAUB.
 SO0232'7.2 MILES NORTHWEST OF NISHU, MCLEAN COUNTY.  THIS BENCH MARK MAY BE
 SO0232'REACHED FROM THE PUBLIC SCHOOL BY GOING 1.0 MILE NORTH ALONG A GRADED
 SO0232'DIRT ROAD, THENCE 6.2 MILES NORTHWEST.  IT IS 64 FEET NORTH OF THE
 SO0232'CENTERLINE OF THE ROAD, 14 FEET NORTHWEST OF A LARGE WHITE BOULDER, 1
 SO0232'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET BELOW THE
 SO0232'LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED J 389 1946 AND SET IN THE
 SO0232'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THIS
 SO0232'MARK WAS ORIGINALLY DESCRIBED FROM NISHU BUT THIS VILLAGE SITE IS NOW
 SO0232'UNDER WATERS OF THE GARRISON RESERVOIR.  TO REACH FROM RAUB GO SOUTH
 SO0232'FOR 5.0 MILES, WEST FOR 0.75 MILE, SOUTH FOR 4.8 MILES TO FORKS, TAKE
 SO0232'LEFT FORK FOR 0.45 MILE TO FORKS, TAKE RIGHT FORK ON OLD HIGHWAY FOR
 SO0232'2.2 MILES TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0285 ***********************************************************************
 RQ0285  DESIGNATION -  J 39
 RQ0285  PID         -  RQ0285
 RQ0285  STATE/COUNTY-  ND/STUTSMAN
 RQ0285  USGS QUAD   -  GACKLE NORTH (1983)
 RQ0285
 RQ0285                         *CURRENT SURVEY CONTROL
 RQ0285  ___________________________________________________________________
 RQ0285* NAD 83(1986)-  46 37 51.     (N)    099 09 13.     (W)     SCALED    
 RQ0285* NAVD 88     -       586.285  (meters)    1923.50   (feet)  ADJUSTED  
 RQ0285  ___________________________________________________________________
 RQ0285  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 RQ0285  DYNAMIC HT  -         586.281 (meters)    1923.49  (feet)  COMP
 RQ0285  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 RQ0285
 RQ0285  VERT ORDER  -  SECOND    CLASS 0
 RQ0285
 RQ0285.The horizontal coordinates were scaled from a topographic map and have
 RQ0285.an estimated accuracy of +/- 6 seconds.
 RQ0285
 RQ0285.The orthometric height was determined by differential leveling
 RQ0285.and adjusted by the National Geodetic Survey in June 1991..
 RQ0285
 RQ0285.The geoid height was determined by GEOID03.
 RQ0285
 RQ0285.The dynamic height is computed by dividing the NAVD 88
 RQ0285.geopotential number by the normal gravity value computed on the
 RQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0285.degrees latitude (g = 980.6199 gals.).
 RQ0285
 RQ0285.The modeled gravity was interpolated from observed gravity values.
 RQ0285
 RQ0285;                    North         East    Units  Estimated Accuracy
 RQ0285;SPC ND S     -   108,060.      703,090.      MT  (+/- 180 meters Scaled)
 RQ0285
 RQ0285                          SUPERSEDED SURVEY CONTROL
 RQ0285
 RQ0285  NGVD 29 (??/??/92)  585.859  (m)         1922.11   (f) ADJ UNCH    2 0
 RQ0285
 RQ0285.Superseded values are not recommended for survey control.
 RQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0285.See file dsdata.txt to determine how the superseded data were derived.
 RQ0285
 RQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS882641(NAD 83)
 RQ0285_MARKER: DB = BENCH MARK DISK
 RQ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0285_STAMPING: J-39 1934
 RQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0285+STABILITY: SURFACE MOTION
 RQ0285
 RQ0285  HISTORY     - Date     Condition        Report By
 RQ0285  HISTORY     - 1934     MONUMENTED       CGS
 RQ0285  HISTORY     - 1960     GOOD             NGS
 RQ0285
 RQ0285                          STATION DESCRIPTION
 RQ0285
 RQ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0285'0.8 MI W FROM GACKLE.
 RQ0285'IN STUTSMAN COUNTY, ABOUT 0.8 MILE WEST ALONG THE NORTHERN PACIFIC
 RQ0285'RAILWAY FROM THE HIGH SCHOOL AT GACKLE, LOGAN COUNTY, ACROSS THE TRACK
 RQ0285'FROM MILEPOST 136, ABOUT 5 POLES WEST OF THE LOGAN-STUTSMAN COUNTY
 RQ0285'LINE, AT A RAIL REST, 21 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 RQ0285'AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 39
 RQ0285'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0285
 RQ0285                          STATION RECOVERY (1960)
 RQ0285
 RQ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RQ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0852 ***********************************************************************
 TG0852  DESIGNATION -  J 390
 TG0852  PID         -  TG0852
 TG0852  STATE/COUNTY-  ND/MOUNTRAIL
 TG0852  USGS QUAD   -  WHITE EARTH (1969)
 TG0852
 TG0852                         *CURRENT SURVEY CONTROL
 TG0852  ___________________________________________________________________
 TG0852* NAD 83(1986)-  48 22 38.     (N)    102 47 07.     (W)     SCALED    
 TG0852* NAVD 88     -       674.867  (meters)    2214.13   (feet)  ADJUSTED  
 TG0852  ___________________________________________________________________
 TG0852  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0852  DYNAMIC HT  -         674.977 (meters)    2214.49  (feet)  COMP
 TG0852  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 TG0852
 TG0852  VERT ORDER  -  SECOND    CLASS 0
 TG0852
 TG0852.The horizontal coordinates were scaled from a topographic map and have
 TG0852.an estimated accuracy of +/- 6 seconds.
 TG0852
 TG0852.The orthometric height was determined by differential leveling
 TG0852.and adjusted by the National Geodetic Survey in June 1991..
 TG0852
 TG0852.The geoid height was determined by GEOID03.
 TG0852
 TG0852.The dynamic height is computed by dividing the NAVD 88
 TG0852.geopotential number by the normal gravity value computed on the
 TG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0852.degrees latitude (g = 980.6199 gals.).
 TG0852
 TG0852.The modeled gravity was interpolated from observed gravity values.
 TG0852
 TG0852;                    North         East    Units  Estimated Accuracy
 TG0852;SPC ND N     -   155,640.      430,740.      MT  (+/- 180 meters Scaled)
 TG0852
 TG0852                          SUPERSEDED SURVEY CONTROL
 TG0852
 TG0852  NGVD 29 (??/??/92)  674.403  (m)         2212.60   (f) ADJ UNCH    2 0
 TG0852
 TG0852.Superseded values are not recommended for survey control.
 TG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0852.See file dsdata.txt to determine how the superseded data were derived.
 TG0852
 TG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP639605(NAD 83)
 TG0852_MARKER: DB = BENCH MARK DISK
 TG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0852_STAMPING: J 390 1946
 TG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0852+STABILITY: SURFACE MOTION
 TG0852
 TG0852  HISTORY     - Date     Condition        Report By
 TG0852  HISTORY     - 1946     MONUMENTED       CGS
 TG0852
 TG0852                          STATION DESCRIPTION
 TG0852
 TG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0852'0.8 MI SW FROM WHITE EARTH.
 TG0852'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 0.8 MILE
 TG0852'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 153.0 FEET
 TG0852'SOUTHWEST OF A FENCE CORNER, ON THE SOUTHWEST BANK OF A RAVINE, 48.0
 TG0852'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD,
 TG0852'2.0 FEET NORTHWEST OF A FENCE AND 1.0 FOOT NORTHEAST OF A 4 X 4 IN.
 TG0852'MARKER POST.  A BRONZE DISK STAMPED J 390 1946 SET IN THE TOP OF A
 TG0852'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0027 ***********************************************************************
 SO0027  DESIGNATION -  J 391
 SO0027  PID         -  SO0027
 SO0027  STATE/COUNTY-  ND/MCLEAN
 SO0027  USGS QUAD   -  NEW TOWN SE (1967)
 SO0027
 SO0027                         *CURRENT SURVEY CONTROL
 SO0027  ___________________________________________________________________
 SO0027* NAD 83(1986)-  47 49 55.     (N)    102 21 55.     (W)     SCALED    
 SO0027* NAVD 88     -       564.146  (meters)    1850.87   (feet)  ADJUSTED  
 SO0027  ___________________________________________________________________
 SO0027  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 SO0027  DYNAMIC HT  -         564.226 (meters)    1851.13  (feet)  COMP
 SO0027  MODELED GRAV-     980,735.5   (mgal)                       NAVD 88
 SO0027
 SO0027  VERT ORDER  -  SECOND    CLASS 0
 SO0027
 SO0027.The horizontal coordinates were scaled from a topographic map and have
 SO0027.an estimated accuracy of +/- 6 seconds.
 SO0027
 SO0027.The orthometric height was determined by differential leveling
 SO0027.and adjusted by the National Geodetic Survey in June 1991..
 SO0027
 SO0027.The geoid height was determined by GEOID03.
 SO0027
 SO0027.The dynamic height is computed by dividing the NAVD 88
 SO0027.geopotential number by the normal gravity value computed on the
 SO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0027.degrees latitude (g = 980.6199 gals.).
 SO0027
 SO0027.The modeled gravity was interpolated from observed gravity values.
 SO0027
 SO0027;                    North         East    Units  Estimated Accuracy
 SO0027;SPC ND N     -    94,190.      460,370.      MT  (+/- 180 meters Scaled)
 SO0027
 SO0027                          SUPERSEDED SURVEY CONTROL
 SO0027
 SO0027  NGVD 29 (??/??/92)  563.719  (m)         1849.47   (f) ADJ UNCH    2 0
 SO0027
 SO0027.Superseded values are not recommended for survey control.
 SO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0027.See file dsdata.txt to determine how the superseded data were derived.
 SO0027
 SO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP971009(NAD 83)
 SO0027_MARKER: DB = BENCH MARK DISK
 SO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0027_STAMPING: J 391 1946
 SO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0027+STABILITY: SURFACE MOTION
 SO0027
 SO0027  HISTORY     - Date     Condition        Report By
 SO0027  HISTORY     - 1946     MONUMENTED       CGS
 SO0027
 SO0027                          STATION DESCRIPTION
 SO0027
 SO0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0027'1.5 MI NW FROM SHELL CREEK.
 SO0027'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO WEST 0.8 MILE ALONG A
 SO0027'GRAVELED ROAD, THENCE NORTH 0.7 MILE ALONG A GRAVELED ROAD TO SITE OF
 SO0027'MARK, BENCH MARK IS ABOUT 0.1 MILE SOUTH OF AN EAST-WEST SECTION LINE
 SO0027'FENCE, ABOUT 50 YARDS NORTH OF A SMALL DRAW, 65.0 FEET WEST OF A
 SO0027'NORTH-SOUTH FENCE LINE, 33.0 FEET WEST OF AND ABOUT LEVEL WITH THE
 SO0027'CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST. A
 SO0027'BRONZE DISK STAMPED J 391 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 SO0027'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0003 ***********************************************************************
 SO0003  DESIGNATION -  J 392
 SO0003  PID         -  SO0003
 SO0003  STATE/COUNTY-  ND/MCLEAN
 SO0003  USGS QUAD   -  TWIN BUTTES (1967)
 SO0003
 SO0003                         *CURRENT SURVEY CONTROL
 SO0003  ___________________________________________________________________
 SO0003* NAD 83(1986)-  47 36 11.     (N)    102 12 51.     (W)     SCALED    
 SO0003* NAVD 88     -       530.261  (meters)    1739.70   (feet)  ADJUSTED  
 SO0003  ___________________________________________________________________
 SO0003  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 SO0003  DYNAMIC HT  -         530.320 (meters)    1739.89  (feet)  COMP
 SO0003  MODELED GRAV-     980,706.7   (mgal)                       NAVD 88
 SO0003
 SO0003  VERT ORDER  -  SECOND    CLASS 0
 SO0003
 SO0003.The horizontal coordinates were scaled from a topographic map and have
 SO0003.an estimated accuracy of +/- 6 seconds.
 SO0003
 SO0003.The orthometric height was determined by differential leveling
 SO0003.and adjusted by the National Geodetic Survey in June 1991..
 SO0003
 SO0003.The geoid height was determined by GEOID03.
 SO0003
 SO0003.The dynamic height is computed by dividing the NAVD 88
 SO0003.geopotential number by the normal gravity value computed on the
 SO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0003.degrees latitude (g = 980.6199 gals.).
 SO0003
 SO0003.The modeled gravity was interpolated from observed gravity values.
 SO0003
 SO0003;                    North         East    Units  Estimated Accuracy
 SO0003;SPC ND N     -    68,480.      471,120.      MT  (+/- 180 meters Scaled)
 SO0003
 SO0003                          SUPERSEDED SURVEY CONTROL
 SO0003
 SO0003  NGVD 29 (??/??/92)  529.854  (m)         1738.36   (f) ADJ UNCH    2 0
 SO0003
 SO0003.Superseded values are not recommended for survey control.
 SO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0003.See file dsdata.txt to determine how the superseded data were derived.
 SO0003
 SO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN093759(NAD 83)
 SO0003_MARKER: DB = BENCH MARK DISK
 SO0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0003_STAMPING: J 392 1946
 SO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0003+STABILITY: SURFACE MOTION
 SO0003
 SO0003  HISTORY     - Date     Condition        Report By
 SO0003  HISTORY     - 1946     MONUMENTED       CGS
 SO0003
 SO0003                          STATION DESCRIPTION
 SO0003
 SO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0003'4.6 MI NW FROM ELBOWOODS.
 SO0003'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0003'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0003'8, THENCE NORTHWESTERLY 2.4 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0003'MARK BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED ROAD AND A DIRT
 SO0003'ROAD LEADING SOUTH, 40.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 SO0003'LINE OF THE GRAVELED ROAD, 27.0 FEET EAST OF THE CENTER LINE OF THE
 SO0003'DIRT ROAD, 8.8 FEET SOUTH OF THE EAST END OF A CONCRETE TUBE CULVERT,
 SO0003'2.0 FEET SOUTHWEST OF A FENCE CORNER AND 2.0 FEET WEST OF A 4 X 4 IN.
 SO0003'MARKER POST.  A BRONZE DISK STAMPED J 392 1946 SET IN THE TOP OF A
 SO0003'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1152 ***********************************************************************
 SN1152  DESIGNATION -  J 393
 SN1152  PID         -  SN1152
 SN1152  STATE/COUNTY-  ND/MCLEAN
 SN1152  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1152
 SN1152                         *CURRENT SURVEY CONTROL
 SN1152  ___________________________________________________________________
 SN1152* NAD 83(1986)-  47 32 41.     (N)    101 54 08.     (W)     SCALED    
 SN1152* NAVD 88     -       561.575  (meters)    1842.43   (feet)  ADJUSTED  
 SN1152  ___________________________________________________________________
 SN1152  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 SN1152  DYNAMIC HT  -         561.630 (meters)    1842.61  (feet)  COMP
 SN1152  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 SN1152
 SN1152  VERT ORDER  -  SECOND    CLASS 0
 SN1152
 SN1152.The horizontal coordinates were scaled from a topographic map and have
 SN1152.an estimated accuracy of +/- 6 seconds.
 SN1152
 SN1152.The orthometric height was determined by differential leveling
 SN1152.and adjusted by the National Geodetic Survey in June 1991..
 SN1152
 SN1152.The geoid height was determined by GEOID03.
 SN1152
 SN1152.The dynamic height is computed by dividing the NAVD 88
 SN1152.geopotential number by the normal gravity value computed on the
 SN1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1152.degrees latitude (g = 980.6199 gals.).
 SN1152
 SN1152.The modeled gravity was interpolated from observed gravity values.
 SN1152
 SN1152;                    North         East    Units  Estimated Accuracy
 SN1152;SPC ND N     -    61,520.      494,450.      MT  (+/- 180 meters Scaled)
 SN1152
 SN1152                          SUPERSEDED SURVEY CONTROL
 SN1152
 SN1152  NGVD 29 (??/??/92)  561.166  (m)         1841.09   (f) ADJ UNCH    2 0
 SN1152
 SN1152.Superseded values are not recommended for survey control.
 SN1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1152.See file dsdata.txt to determine how the superseded data were derived.
 SN1152
 SN1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT816697(NAD 83)
 SN1152_MARKER: DB = BENCH MARK DISK
 SN1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1152_STAMPING: J 393 1946
 SN1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1152+STABILITY: SURFACE MOTION
 SN1152
 SN1152  HISTORY     - Date     Condition        Report By
 SN1152  HISTORY     - 1946     MONUMENTED       CGS
 SN1152  HISTORY     - 1958     GOOD             NGS
 SN1152
 SN1152                          STATION DESCRIPTION
 SN1152
 SN1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1152'13.5 MI SW FROM EMMET POST OFFICE.
 SN1152'1.0 MILE NORTH, THENCE 0.3 MILE EAST ALONG A GRADED DIRT ROAD FROM THE
 SN1152'PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, 100 FEET NORTHWEST ACROSS THE
 SN1152'ROAD FROM A FENCE CORNER, 69 FEET WEST OF A LARGE BOULDER, 39 FEET
 SN1152'NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A WHITE WOODEN
 SN1152'WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  A
 SN1152'STANDARD DISK, STAMPED J 393 1946 AND SET IN THE TOP OF A CONCRETE
 SN1152'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS MARK IS BELOW THE
 SN1152'1850 FOOT LEVEL SO IT MAY BE UNDER WATER WHEN THE RESERVOIR IS FULL.
 SN1152'THE MARK WAS ORIGINALLY DESCRIBED FROM NISHU BUT THIS VILLAGE WAS
 SN1152'ABANDONED AS ITS SITE IS UNDER WATERS OF THE GARRISON RESERVOIR.  TO
 SN1152'REACH FROM THE EMMET POST OFFICE, GO WEST FOR 9.0 MILES, SOUTH 4.0
 SN1152'MILES, WEST 1.0 MILE, SOUTH 1.0 MILE, WEST 1.0 MILE, SOUTH 2.0 MILES
 SN1152'THEN WEST 0.75 MILE TO MARK ON RIGHT AS DESCRIBED.  THIS IS NEAR THE
 SN1152'PRESENT WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1140 ***********************************************************************
 SN1140  DESIGNATION -  J 394
 SN1140  PID         -  SN1140
 SN1140  STATE/COUNTY-  ND/MCLEAN
 SN1140  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1140
 SN1140                         *CURRENT SURVEY CONTROL
 SN1140  ___________________________________________________________________
 SN1140* NAD 83(1986)-  47 38 46.     (N)    101 57 01.     (W)     SCALED    
 SN1140* NAVD 88     -       651.402  (meters)    2137.14   (feet)  ADJUSTED  
 SN1140  ___________________________________________________________________
 SN1140  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 SN1140  DYNAMIC HT  -         651.466 (meters)    2137.35  (feet)  COMP
 SN1140  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN1140
 SN1140  VERT ORDER  -  SECOND    CLASS 0
 SN1140
 SN1140.The horizontal coordinates were scaled from a topographic map and have
 SN1140.an estimated accuracy of +/- 6 seconds.
 SN1140
 SN1140.The orthometric height was determined by differential leveling
 SN1140.and adjusted by the National Geodetic Survey in June 1991..
 SN1140
 SN1140.The geoid height was determined by GEOID03.
 SN1140
 SN1140.The dynamic height is computed by dividing the NAVD 88
 SN1140.geopotential number by the normal gravity value computed on the
 SN1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1140.degrees latitude (g = 980.6199 gals.).
 SN1140
 SN1140.The modeled gravity was interpolated from observed gravity values.
 SN1140
 SN1140;                    North         East    Units  Estimated Accuracy
 SN1140;SPC ND N     -    72,860.      491,050.      MT  (+/- 180 meters Scaled)
 SN1140
 SN1140                          SUPERSEDED SURVEY CONTROL
 SN1140
 SN1140  NGVD 29 (??/??/92)  650.986  (m)         2135.78   (f) ADJ UNCH    2 0
 SN1140
 SN1140.Superseded values are not recommended for survey control.
 SN1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1140.See file dsdata.txt to determine how the superseded data were derived.
 SN1140
 SN1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT784811(NAD 83)
 SN1140_MARKER: DB = BENCH MARK DISK
 SN1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1140_STAMPING: J 394 1946
 SN1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1140+STABILITY: SURFACE MOTION
 SN1140
 SN1140  HISTORY     - Date     Condition        Report By
 SN1140  HISTORY     - 1946     MONUMENTED       CGS
 SN1140  HISTORY     - 1962     GOOD             NGS
 SN1140
 SN1140                          STATION DESCRIPTION
 SN1140
 SN1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1140'12.65 MI SE FROM RAUB.
 SN1140'5.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE INTERSECTION OF
 SN1140'STATE HIGHWAY 37 AT RAUB, THENCE 0.65 MILE WEST ALONG A GRAVELED
 SN1140'COUNTY ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 SN1140'THENCE 5.0 MILES EAST ALONG A GRAVELED COUNTY ROAD, OR 14.0 MILES WEST
 SN1140'ALONG A GRAVELED COUNTY ROAD FROM THE POST OFFICE AT EMMET, 37 FEET
 SN1140'SOUTHWEST OF THE CENTER OF A T-ROAD JUNCTION, 35 FEET SOUTH OF THE
 SN1140'CENTER LINE OF THE GRAVELED COUNTY ROAD, 34 FEET EAST OF THE
 SN1140'CENTERLINE OF A ROAD INTERSECTING THE GRAVELED COUNTY ROAD, 45 FEET
 SN1140'NORTHEAST OF A POWER POLE WITH A GUY WIRE, 1.0 FOOT WEST OF A WITNESS
 SN1140'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 SN1140'A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1141 ***********************************************************************
 SN1141  DESIGNATION -  J 394 RESET
 SN1141  PID         -  SN1141
 SN1141  STATE/COUNTY-  ND/MCLEAN
 SN1141  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1141
 SN1141                         *CURRENT SURVEY CONTROL
 SN1141  ___________________________________________________________________
 SN1141* NAD 83(1986)-  47 38 46.     (N)    101 57 02.     (W)     SCALED    
 SN1141* NAVD 88     -       651.44   (+/-2cm)    2137.3    (feet)  VERTCON   
 SN1141  ___________________________________________________________________
 SN1141  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 SN1141
 SN1141  VERT ORDER  -  THIRD (See Below)
 SN1141
 SN1141.The horizontal coordinates were scaled from a topographic map and have
 SN1141.an estimated accuracy of +/- 6 seconds.
 SN1141
 SN1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1141.The vertical order pertains to the NGVD 29 superseded value.
 SN1141
 SN1141.The geoid height was determined by GEOID03.
 SN1141
 SN1141;                    North         East    Units  Estimated Accuracy
 SN1141;SPC ND N     -    72,860.      491,020.      MT  (+/- 180 meters Scaled)
 SN1141
 SN1141                          SUPERSEDED SURVEY CONTROL
 SN1141
 SN1141  NGVD 29 (11/04/04)  651.03   (m)         2135.9    (f) RESET       3  
 SN1141
 SN1141.Superseded values are not recommended for survey control.
 SN1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1141.See file dsdata.txt to determine how the superseded data were derived.
 SN1141
 SN1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT784811(NAD 83)
 SN1141_MARKER: DB = BENCH MARK DISK
 SN1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1141_STAMPING: J 394 RESET 1965
 SN1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1141+STABILITY: SURFACE MOTION
 SN1141
 SN1141  HISTORY     - Date     Condition        Report By
 SN1141  HISTORY     - 1965     MONUMENTED       LOCENG
 SN1141  HISTORY     - 1966     GOOD             LOCENG
 SN1141
 SN1141                          STATION DESCRIPTION
 SN1141
 SN1141'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SN1141'26.0 MI W FROM GARRISON.
 SN1141'ABOUT 26.0 MILES WEST ALONG STATE HIGHWAY 37 AND A GRAVEL ROAD FROM
 SN1141'THE TOWN OF GARRISON, ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 37 AND
 SN1141'13 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT EMMET, AT
 SN1141'THE INTERSECTION OF SECTIONS 17 AND 18, T 148 N., R 88 W., AND
 SN1141'SECTIONS 12 AND 13, T 148 N., R 89 W., 76 FEET SOUTH OF THE CENTER
 SN1141'LINE OF AN EAST-WEST ROAD, 63 FEET WEST OF AN NORTH-SOUTH ROAD, 1 FOOT
 SN1141'WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A R. E A. POWER POLE AND
 SN1141'SET IN THE TOP OF A CONCRETE POST NEAR ROAD STATION 317 + 00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0888 ***********************************************************************
 TG0888  DESIGNATION -  J 395
 TG0888  PID         -  TG0888
 TG0888  STATE/COUNTY-  ND/MOUNTRAIL
 TG0888  USGS QUAD   -  WHITE EARTH (1969)
 TG0888
 TG0888                         *CURRENT SURVEY CONTROL
 TG0888  ___________________________________________________________________
 TG0888* NAD 83(1986)-  48 27 33.     (N)    102 47 56.     (W)     SCALED    
 TG0888* NAVD 88     -       694.530  (meters)    2278.64   (feet)  ADJUSTED  
 TG0888  ___________________________________________________________________
 TG0888  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 TG0888  DYNAMIC HT  -         694.636 (meters)    2278.98  (feet)  COMP
 TG0888  MODELED GRAV-     980,740.1   (mgal)                       NAVD 88
 TG0888
 TG0888  VERT ORDER  -  SECOND    CLASS 0
 TG0888
 TG0888.The horizontal coordinates were scaled from a topographic map and have
 TG0888.an estimated accuracy of +/- 6 seconds.
 TG0888
 TG0888.The orthometric height was determined by differential leveling
 TG0888.and adjusted by the National Geodetic Survey in June 1991..
 TG0888
 TG0888.The geoid height was determined by GEOID03.
 TG0888
 TG0888.The dynamic height is computed by dividing the NAVD 88
 TG0888.geopotential number by the normal gravity value computed on the
 TG0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0888.degrees latitude (g = 980.6199 gals.).
 TG0888
 TG0888.The modeled gravity was interpolated from observed gravity values.
 TG0888
 TG0888;                    North         East    Units  Estimated Accuracy
 TG0888;SPC ND N     -   164,770.      430,010.      MT  (+/- 180 meters Scaled)
 TG0888
 TG0888                          SUPERSEDED SURVEY CONTROL
 TG0888
 TG0888  NGVD 29 (??/??/92)  694.056  (m)         2277.08   (f) ADJ UNCH    2 0
 TG0888
 TG0888.Superseded values are not recommended for survey control.
 TG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0888.See file dsdata.txt to determine how the superseded data were derived.
 TG0888
 TG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP627696(NAD 83)
 TG0888_MARKER: DB = BENCH MARK DISK
 TG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0888_STAMPING: J 395 1946
 TG0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0888+STABILITY: SURFACE MOTION
 TG0888
 TG0888  HISTORY     - Date     Condition        Report By
 TG0888  HISTORY     - 1946     MONUMENTED       CGS
 TG0888  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG0888
 TG0888                          STATION DESCRIPTION
 TG0888
 TG0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0888'6.1 MI N FROM WHITE EARTH.
 TG0888'6.1 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0888'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, AT THE
 TG0888'T-INTERSECTION OF A ROAD LEADING NORTH, 37 FEET SOUTH OF THE
 TG0888'CENTERLINE OF THE EAST-AND-WEST ROAD, 28 FEET WEST OF THE EXTENDED
 TG0888'CENTERLINE OF THE ROAD LEADING NORTH, 2 FEET NORTH OF A FENCE, 2 FEET
 TG0888'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.  A
 TG0888'STANDARD DISK, STAMPED J 395 1946 AND SET IN THE TOP OF A CONCRETE
 TG0888'POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- RD REGRADED AND R/W
 TG0888'EXTENDED.
 TG0888
 TG0888                          STATION RECOVERY (1969)
 TG0888
 TG0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0545 ***********************************************************************
 SO0545  DESIGNATION -  J 396
 SO0545  PID         -  SO0545
 SO0545  STATE/COUNTY-  ND/MCKENZIE
 SO0545  USGS QUAD   -  SCHAFER (1978)
 SO0545
 SO0545                         *CURRENT SURVEY CONTROL
 SO0545  ___________________________________________________________________
 SO0545* NAD 83(1986)-  47 51 44.     (N)    103 11 51.     (W)     SCALED    
 SO0545* NAVD 88     -       625.932  (meters)    2053.58   (feet)  ADJUSTED  
 SO0545  ___________________________________________________________________
 SO0545  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0545  DYNAMIC HT  -         625.997 (meters)    2053.79  (feet)  COMP
 SO0545  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 SO0545
 SO0545  VERT ORDER  -  SECOND    CLASS 0
 SO0545
 SO0545.The horizontal coordinates were scaled from a topographic map and have
 SO0545.an estimated accuracy of +/- 6 seconds.
 SO0545
 SO0545.The orthometric height was determined by differential leveling
 SO0545.and adjusted by the National Geodetic Survey in June 1991..
 SO0545
 SO0545.The geoid height was determined by GEOID03.
 SO0545
 SO0545.The dynamic height is computed by dividing the NAVD 88
 SO0545.geopotential number by the normal gravity value computed on the
 SO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0545.degrees latitude (g = 980.6199 gals.).
 SO0545
 SO0545.The modeled gravity was interpolated from observed gravity values.
 SO0545
 SO0545;                    North         East    Units  Estimated Accuracy
 SO0545;SPC ND N     -    99,400.      398,220.      MT  (+/- 180 meters Scaled)
 SO0545
 SO0545                          SUPERSEDED SURVEY CONTROL
 SO0545
 SO0545  NGVD 29 (??/??/92)  625.420  (m)         2051.90   (f) ADJ UNCH    2 0
 SO0545
 SO0545.Superseded values are not recommended for survey control.
 SO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0545.See file dsdata.txt to determine how the superseded data were derived.
 SO0545
 SO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP348025(NAD 83)
 SO0545_MARKER: DB = BENCH MARK DISK
 SO0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0545_STAMPING: J 396 1946
 SO0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0545+STABILITY: SURFACE MOTION
 SO0545
 SO0545  HISTORY     - Date     Condition        Report By
 SO0545  HISTORY     - 1946     MONUMENTED       CGS
 SO0545  HISTORY     - 1966     GOOD             SHELL
 SO0545
 SO0545                          STATION DESCRIPTION
 SO0545
 SO0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0545'8.2 MI NE FROM WATFORD CITY.
 SO0545'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0545'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 4.8 MILES NORTH
 SO0545'ALONG A GRAVELED COUNTY ROAD, 40 FEET NORTH OF THE CENTER LINE OF A
 SO0545'GRADED DIRT ROAD, 38 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 SO0545'ROAD, 15 FEET WEST OF LARGE OUTCROPPING BOULDER, 3 FEET WEST OF A 4 X
 SO0545'4 IN. MARKER POST, 2 FEET NORTHEAST OF A CORNER FENCE POST.
 SO0545
 SO0545                          STATION RECOVERY (1966)
 SO0545
 SO0545'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 SO0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0707 ***********************************************************************
 SO0707  DESIGNATION -  J 396 RESET
 SO0707  PID         -  SO0707
 SO0707  STATE/COUNTY-  ND/MCKENZIE
 SO0707  USGS QUAD   -  SCHAFER (1978)
 SO0707
 SO0707                         *CURRENT SURVEY CONTROL
 SO0707  ___________________________________________________________________
 SO0707* NAD 83(1986)-  47 51 44.     (N)    103 11 51.     (W)     SCALED    
 SO0707* NAVD 88     -       626.41   (+/-2cm)    2055.1    (feet)  VERTCON   
 SO0707  ___________________________________________________________________
 SO0707  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 SO0707
 SO0707  VERT ORDER  -  THIRD (See Below)
 SO0707
 SO0707.The horizontal coordinates were scaled from a topographic map and have
 SO0707.an estimated accuracy of +/- 6 seconds.
 SO0707
 SO0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0707.The vertical order pertains to the NGVD 29 superseded value.
 SO0707
 SO0707.The geoid height was determined by GEOID03.
 SO0707
 SO0707;                    North         East    Units  Estimated Accuracy
 SO0707;SPC ND N     -    99,400.      398,220.      MT  (+/- 180 meters Scaled)
 SO0707
 SO0707                          SUPERSEDED SURVEY CONTROL
 SO0707
 SO0707  NGVD 29 (11/04/04)  625.90   (m)         2053.5    (f) RESET       3  
 SO0707
 SO0707.Superseded values are not recommended for survey control.
 SO0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0707.See file dsdata.txt to determine how the superseded data were derived.
 SO0707
 SO0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP348025(NAD 83)
 SO0707_MARKER: DB = BENCH MARK DISK
 SO0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0707_STAMPING: J 396 RESET 1979
 SO0707_PROJECTION: FLUSH
 SO0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0707+STABILITY: SURFACE MOTION
 SO0707
 SO0707  HISTORY     - Date     Condition        Report By
 SO0707  HISTORY     - 1979     MONUMENTED       NGS
 SO0707
 SO0707                          STATION DESCRIPTION
 SO0707
 SO0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SO0707'8.2 MI NE FROM WATFORD CITY.
 SO0707'0.2 MILE NORTH FROM POST OFFICE IN WATFORD CITY, 2.9 MILES EAST ALONG
 SO0707'STATE HIGHWAY 23, 4.3 MILES NORTH ALONG A COUNTY ROAD, 105 FEET
 SO0707'EAST OF CENTER OF ROAD, 40 FEET NORTH OF CENTER OF ROAD, AND 1 FOOT
 SO0707'SOUTH OF FENCE.
 SO0707'THE MARK IS 1.8 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0495 ***********************************************************************
 SO0495  DESIGNATION -  J 398
 SO0495  PID         -  SO0495
 SO0495  STATE/COUNTY-  ND/MCKENZIE
 SO0495  USGS QUAD   -  MANDAREE (1970)
 SO0495
 SO0495                         *CURRENT SURVEY CONTROL
 SO0495  ___________________________________________________________________
 SO0495* NAD 83(1986)-  47 40 55.     (N)    102 40 05.     (W)     SCALED    
 SO0495* NAVD 88     -       727.071  (meters)    2385.40   (feet)  ADJUSTED  
 SO0495  ___________________________________________________________________
 SO0495  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 SO0495  DYNAMIC HT  -         727.133 (meters)    2385.60  (feet)  COMP
 SO0495  MODELED GRAV-     980,672.9   (mgal)                       NAVD 88
 SO0495
 SO0495  VERT ORDER  -  SECOND    CLASS 0
 SO0495
 SO0495.The horizontal coordinates were scaled from a topographic map and have
 SO0495.an estimated accuracy of +/- 6 seconds.
 SO0495
 SO0495.The orthometric height was determined by differential leveling
 SO0495.and adjusted by the National Geodetic Survey in June 1991..
 SO0495
 SO0495.The geoid height was determined by GEOID03.
 SO0495
 SO0495.The dynamic height is computed by dividing the NAVD 88
 SO0495.geopotential number by the normal gravity value computed on the
 SO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0495.degrees latitude (g = 980.6199 gals.).
 SO0495
 SO0495.The modeled gravity was interpolated from observed gravity values.
 SO0495
 SO0495;                    North         East    Units  Estimated Accuracy
 SO0495;SPC ND N     -    78,110.      437,240.      MT  (+/- 180 meters Scaled)
 SO0495
 SO0495                          SUPERSEDED SURVEY CONTROL
 SO0495
 SO0495  NGVD 29 (??/??/92)  726.586  (m)         2383.81   (f) ADJ UNCH    2 0
 SO0495
 SO0495.Superseded values are not recommended for survey control.
 SO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0495.See file dsdata.txt to determine how the superseded data were derived.
 SO0495
 SO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN750835(NAD 83)
 SO0495_MARKER: DB = BENCH MARK DISK
 SO0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0495_STAMPING: J 398 1946
 SO0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0495+STABILITY: SURFACE MOTION
 SO0495
 SO0495  HISTORY     - Date     Condition        Report By
 SO0495  HISTORY     - 1946     MONUMENTED       CGS
 SO0495
 SO0495                          STATION DESCRIPTION
 SO0495
 SO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0495'37.7 MI SE FROM WATFORD CITY.
 SO0495'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0495'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0495'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 7.9 MILES
 SO0495'EAST ALONG A GRADED DIRT ROAD TO THE MARK, ABOUT 0.2 MILE SOUTH OF A
 SO0495'FENCE CORNER, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 SO0495'SOUTH OF A 4 X 4 IN. MARKER POST.  NOTE-- 17.4 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0506 ***********************************************************************
 SO0506  DESIGNATION -  J 399
 SO0506  PID         -  SO0506
 SO0506  STATE/COUNTY-  ND/DUNN
 SO0506  USGS QUAD   -  MANDAREE NE (1970)
 SO0506
 SO0506                         *CURRENT SURVEY CONTROL
 SO0506  ___________________________________________________________________
 SO0506* NAD 83(1986)-  47 44 35.     (N)    102 31 22.     (W)     SCALED    
 SO0506* NAVD 88     -       701.505  (meters)    2301.52   (feet)  ADJUSTED  
 SO0506  ___________________________________________________________________
 SO0506  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SO0506  DYNAMIC HT  -         701.584 (meters)    2301.78  (feet)  COMP
 SO0506  MODELED GRAV-     980,700.4   (mgal)                       NAVD 88
 SO0506
 SO0506  VERT ORDER  -  SECOND    CLASS 0
 SO0506
 SO0506.The horizontal coordinates were scaled from a topographic map and have
 SO0506.an estimated accuracy of +/- 6 seconds.
 SO0506
 SO0506.The orthometric height was determined by differential leveling
 SO0506.and adjusted by the National Geodetic Survey in June 1991..
 SO0506
 SO0506.The geoid height was determined by GEOID03.
 SO0506
 SO0506.The dynamic height is computed by dividing the NAVD 88
 SO0506.geopotential number by the normal gravity value computed on the
 SO0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0506.degrees latitude (g = 980.6199 gals.).
 SO0506
 SO0506.The modeled gravity was interpolated from observed gravity values.
 SO0506
 SO0506;                    North         East    Units  Estimated Accuracy
 SO0506;SPC ND S     -   232,770.      448,310.      MT  (+/- 180 meters Scaled)
 SO0506
 SO0506                          SUPERSEDED SURVEY CONTROL
 SO0506
 SO0506  NGVD 29 (??/??/92)  701.046  (m)         2300.02   (f) ADJ UNCH    2 0
 SO0506
 SO0506.Superseded values are not recommended for survey control.
 SO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0506.See file dsdata.txt to determine how the superseded data were derived.
 SO0506
 SO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN857907(NAD 83)
 SO0506_MARKER: DB = BENCH MARK DISK
 SO0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0506_STAMPING: J 399 1946
 SO0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0506+STABILITY: SURFACE MOTION
 SO0506
 SO0506  HISTORY     - Date     Condition        Report By
 SO0506  HISTORY     - 1946     MONUMENTED       CGS
 SO0506
 SO0506                          STATION DESCRIPTION
 SO0506
 SO0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0506'26.7 MI S FROM SANISH.
 SO0506'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0506'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0506'GRAVELED ROAD (THIS GRAVELED ROAD GRADUALLY DIMINISHES TO A DIRT TRACK
 SO0506'ROAD) TO A Y-ROAD INTERSECTION, THENCE 3.0 MILES SOUTHEAST ALONG A
 SO0506'DIRT TRACK ROAD TO SITE OF THE MARK, 300 FEET SOUTH OF A LARGE THICKET
 SO0506'OF BUSHES AND TREES, ABOUT 125 FEET EAST OF WHERE WATER OVERFLOWS THE
 SO0506'ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET EAST
 SO0506'OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0928 ***********************************************************************
 TF0928  DESIGNATION -  J 4
 TF0928  PID         -  TF0928
 TF0928  STATE/COUNTY-  ND/WARD
 TF0928  USGS QUAD   -  MINOT (1979)
 TF0928
 TF0928                         *CURRENT SURVEY CONTROL
 TF0928  ___________________________________________________________________
 TF0928* NAD 83(1986)-  48 14 16.     (N)    101 17 25.     (W)     SCALED    
 TF0928* NAVD 88     -       484.863  (meters)    1590.75   (feet)  ADJUSTED  
 TF0928  ___________________________________________________________________
 TF0928  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF0928  DYNAMIC HT  -         484.943 (meters)    1591.02  (feet)  COMP
 TF0928  MODELED GRAV-     980,760.8   (mgal)                       NAVD 88
 TF0928
 TF0928  VERT ORDER  -  FIRST     CLASS II
 TF0928
 TF0928.The horizontal coordinates were scaled from a topographic map and have
 TF0928.an estimated accuracy of +/- 6 seconds.
 TF0928
 TF0928.The orthometric height was determined by differential leveling
 TF0928.and adjusted by the National Geodetic Survey in June 1991..
 TF0928
 TF0928.The geoid height was determined by GEOID03.
 TF0928
 TF0928.The dynamic height is computed by dividing the NAVD 88
 TF0928.geopotential number by the normal gravity value computed on the
 TF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0928.degrees latitude (g = 980.6199 gals.).
 TF0928
 TF0928.The modeled gravity was interpolated from observed gravity values.
 TF0928
 TF0928;                    North         East    Units  Estimated Accuracy
 TF0928;SPC ND N     -   137,920.      541,300.      MT  (+/- 180 meters Scaled)
 TF0928
 TF0928                          SUPERSEDED SURVEY CONTROL
 TF0928
 TF0928  NGVD 29 (??/??/92)  484.493  (m)         1589.54   (f) ADJ UNCH    1 2
 TF0928
 TF0928.Superseded values are not recommended for survey control.
 TF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0928.See file dsdata.txt to determine how the superseded data were derived.
 TF0928
 TF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU299452(NAD 83)
 TF0928_MARKER: DB = BENCH MARK DISK
 TF0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0928_SP_SET: WATER TABLE
 TF0928_STAMPING: ELEV 1589.521 FT. J4
 TF0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0928
 TF0928  HISTORY     - Date     Condition        Report By
 TF0928  HISTORY     - UNK      MONUMENTED       CGS
 TF0928  HISTORY     - 1962     GOOD             NGS
 TF0928  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF0928
 TF0928                          STATION DESCRIPTION
 TF0928
 TF0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0928'IN MINOT.
 TF0928'AT MINOT, AT THE INTERSECTION OF FIRST STREET SOUTHEAST AND SECOND
 TF0928'AVENUE SOUTHEAST, SET VERTICALLY IN THE WEST FACE OF THE STONE WATER
 TF0928'TABLE ON THE PROJECTING WALL AT THE WEST SIDE OF THE SOUTH ENTRANCE TO
 TF0928'THE PUBLIC LIBRARY, 2 FEET SOUTH OF AN OFFSET IN THE FACE OF THE WALL,
 TF0928'4 FEET ABOVE THE GROUND, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 TF0928'STREET.
 TF0928
 TF0928                          STATION RECOVERY (1981)
 TF0928
 TF0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1150 ***********************************************************************
 TF1150  DESIGNATION -  J 4 B 1
 TF1150  PID         -  TF1150
 TF1150  STATE/COUNTY-  ND/WARD
 TF1150  USGS QUAD   -  TAGUS SE (1980)
 TF1150
 TF1150                         *CURRENT SURVEY CONTROL
 TF1150  ___________________________________________________________________
 TF1150* NAD 83(1986)-  48 19 34.     (N)    101 45 51.     (W)     SCALED    
 TF1150* NAVD 88     -       647.988  (meters)    2125.94   (feet)  ADJUSTED  
 TF1150  ___________________________________________________________________
 TF1150  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TF1150  DYNAMIC HT  -         648.095 (meters)    2126.29  (feet)  COMP
 TF1150  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TF1150
 TF1150  VERT ORDER  -  FIRST     CLASS II
 TF1150
 TF1150.The horizontal coordinates were scaled from a topographic map and have
 TF1150.an estimated accuracy of +/- 6 seconds.
 TF1150
 TF1150.The orthometric height was determined by differential leveling
 TF1150.and adjusted by the National Geodetic Survey in June 1991..
 TF1150
 TF1150.The geoid height was determined by GEOID03.
 TF1150
 TF1150.The dynamic height is computed by dividing the NAVD 88
 TF1150.geopotential number by the normal gravity value computed on the
 TF1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1150.degrees latitude (g = 980.6199 gals.).
 TF1150
 TF1150.The modeled gravity was interpolated from observed gravity values.
 TF1150
 TF1150;                    North         East    Units  Estimated Accuracy
 TF1150;SPC ND N     -   148,210.      506,270.      MT  (+/- 180 meters Scaled)
 TF1150
 TF1150                          SUPERSEDED SURVEY CONTROL
 TF1150
 TF1150  NGVD 29 (??/??/92)  647.562  (m)         2124.54   (f) ADJ UNCH    1 2
 TF1150
 TF1150.Superseded values are not recommended for survey control.
 TF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1150.See file dsdata.txt to determine how the superseded data were derived.
 TF1150
 TF1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU951562(NAD 83)
 TF1150_MARKER: DD = SURVEY DISK
 TF1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1150_SP_SET: PEDESTAL
 TF1150_STAMPING: J 4 B 1
 TF1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1150
 TF1150  HISTORY     - Date     Condition        Report By
 TF1150  HISTORY     - UNK      MONUMENTED       DOD
 TF1150  HISTORY     - 1963     GOOD             NGS
 TF1150
 TF1150                          STATION DESCRIPTION
 TF1150
 TF1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1150'1.5 MI W FROM BERTHOLD.
 TF1150'ABOUT 1.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF1150'STATION, IN S 20, R 86 W, T 156 N, ABOUT 109 YARDS SOUTH OF THE
 TF1150'CENTERLINE OF U.S. HIGHWAY 2, ON THE TOP OF A SLIGHT KNOLL IN THE
 TF1150'NORTH EDGE OF A CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 TF1150'WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1149 ***********************************************************************
 TF1149  DESIGNATION -  J 4 B 2
 TF1149  PID         -  TF1149
 TF1149  STATE/COUNTY-  ND/WARD
 TF1149  USGS QUAD   -  TAGUS SE (1980)
 TF1149
 TF1149                         *CURRENT SURVEY CONTROL
 TF1149  ___________________________________________________________________
 TF1149* NAD 83(1986)-  48 19 25.     (N)    101 46 02.     (W)     SCALED    
 TF1149* NAVD 88     -       649.042  (meters)    2129.40   (feet)  ADJUSTED  
 TF1149  ___________________________________________________________________
 TF1149  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 TF1149  DYNAMIC HT  -         649.148 (meters)    2129.75  (feet)  COMP
 TF1149  MODELED GRAV-     980,753.4   (mgal)                       NAVD 88
 TF1149
 TF1149  VERT ORDER  -  FIRST     CLASS II
 TF1149
 TF1149.The horizontal coordinates were scaled from a topographic map and have
 TF1149.an estimated accuracy of +/- 6 seconds.
 TF1149
 TF1149.The orthometric height was determined by differential leveling
 TF1149.and adjusted by the National Geodetic Survey in June 1991..
 TF1149
 TF1149.The geoid height was determined by GEOID03.
 TF1149
 TF1149.The dynamic height is computed by dividing the NAVD 88
 TF1149.geopotential number by the normal gravity value computed on the
 TF1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1149.degrees latitude (g = 980.6199 gals.).
 TF1149
 TF1149.The modeled gravity was interpolated from observed gravity values.
 TF1149
 TF1149;                    North         East    Units  Estimated Accuracy
 TF1149;SPC ND N     -   147,940.      506,040.      MT  (+/- 180 meters Scaled)
 TF1149
 TF1149                          SUPERSEDED SURVEY CONTROL
 TF1149
 TF1149  NGVD 29 (??/??/92)  648.616  (m)         2128.00   (f) ADJ UNCH    1 2
 TF1149
 TF1149.Superseded values are not recommended for survey control.
 TF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1149.See file dsdata.txt to determine how the superseded data were derived.
 TF1149
 TF1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU948559(NAD 83)
 TF1149_MARKER: DD = SURVEY DISK
 TF1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1149_SP_SET: PEDESTAL
 TF1149_STAMPING: J 4 B 2
 TF1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1149
 TF1149  HISTORY     - Date     Condition        Report By
 TF1149  HISTORY     - UNK      MONUMENTED       DOD
 TF1149  HISTORY     - 1963     GOOD             NGS
 TF1149
 TF1149                          STATION DESCRIPTION
 TF1149
 TF1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1149'1.6 MI W FROM BERTHOLD.
 TF1149'ABOUT 1.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1149'AT BERTHOLD, THENCE 0.1 MILE NORTH ACROSS A CULTIVATED FIELD, IN S 20,
 TF1149'R 86 W, T 156 N, ABOUT 0.2 MILE SOUTH OF U.S. HIGHWAY 2, ON THE WEST
 TF1149'SLOPE OF A SLIGHT KNOLL, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF1149'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1154 ***********************************************************************
 TF1154  DESIGNATION -  J 4 Z
 TF1154  PID         -  TF1154
 TF1154  STATE/COUNTY-  ND/WARD
 TF1154  USGS QUAD   -  TAGUS SE (1980)
 TF1154
 TF1154                         *CURRENT SURVEY CONTROL
 TF1154  ___________________________________________________________________
 TF1154* NAD 83(1986)-  48 19 55.     (N)    101 46 17.     (W)     SCALED    
 TF1154* NAVD 88     -       645.648  (meters)    2118.26   (feet)  ADJUSTED  
 TF1154  ___________________________________________________________________
 TF1154  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TF1154  DYNAMIC HT  -         645.754 (meters)    2118.61  (feet)  COMP
 TF1154  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 TF1154
 TF1154  VERT ORDER  -  SECOND    CLASS 0
 TF1154
 TF1154.The horizontal coordinates were scaled from a topographic map and have
 TF1154.an estimated accuracy of +/- 6 seconds.
 TF1154
 TF1154.The orthometric height was determined by differential leveling
 TF1154.and adjusted by the National Geodetic Survey in June 1991..
 TF1154
 TF1154.The geoid height was determined by GEOID03.
 TF1154
 TF1154.The dynamic height is computed by dividing the NAVD 88
 TF1154.geopotential number by the normal gravity value computed on the
 TF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1154.degrees latitude (g = 980.6199 gals.).
 TF1154
 TF1154.The modeled gravity was interpolated from observed gravity values.
 TF1154
 TF1154;                    North         East    Units  Estimated Accuracy
 TF1154;SPC ND N     -   148,870.      505,740.      MT  (+/- 180 meters Scaled)
 TF1154
 TF1154                          SUPERSEDED SURVEY CONTROL
 TF1154
 TF1154  NGVD 29 (??/??/92)  645.223  (m)         2116.87   (f) ADJ UNCH    2 0
 TF1154
 TF1154.Superseded values are not recommended for survey control.
 TF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1154.See file dsdata.txt to determine how the superseded data were derived.
 TF1154
 TF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU946569(NAD 83)
 TF1154_MARKER: DS = TRIANGULATION STATION DISK
 TF1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1154_STAMPING: J 4 Z 1963
 TF1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1154+STABILITY: SURFACE MOTION
 TF1154
 TF1154  HISTORY     - Date     Condition        Report By
 TF1154  HISTORY     - 1963     MONUMENTED       CGS
 TF1154
 TF1154                          STATION DESCRIPTION
 TF1154
 TF1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1154'2.4 MI NW FROM BERTHOLD.
 TF1154'ABOUT 1.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1154'AT BERTHOLD, THENCE 0.7 MILE NORTH ALONG A GRADED DIRT ROAD, IN S 18,
 TF1154'R 86 W, T 156 N, ABOUT 0.4 MILE NORTH ALONG THE GRADED DIRT ROAD FROM
 TF1154'THE INTERSECTION OF U.S. HIGHWAY 2, AT A POINT WHERE THE ROAD CROSSES
 TF1154'A SLIGHT KNOLL, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET
 TF1154'NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF1154'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1155 ***********************************************************************
 TF1155  DESIGNATION -  J 4 Z RM 1
 TF1155  PID         -  TF1155
 TF1155  STATE/COUNTY-  ND/WARD
 TF1155  USGS QUAD   -  TAGUS SE (1980)
 TF1155
 TF1155                         *CURRENT SURVEY CONTROL
 TF1155  ___________________________________________________________________
 TF1155* NAD 83(1986)-  48 19 55.     (N)    101 46 17.     (W)     SCALED    
 TF1155* NAVD 88     -       645.084  (meters)    2116.41   (feet)  ADJUSTED  
 TF1155  ___________________________________________________________________
 TF1155  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TF1155  DYNAMIC HT  -         645.191 (meters)    2116.76  (feet)  COMP
 TF1155  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 TF1155
 TF1155  VERT ORDER  -  SECOND    CLASS 0
 TF1155
 TF1155.The horizontal coordinates were scaled from a topographic map and have
 TF1155.an estimated accuracy of +/- 6 seconds.
 TF1155
 TF1155.The orthometric height was determined by differential leveling
 TF1155.and adjusted by the National Geodetic Survey in June 1991..
 TF1155
 TF1155.The geoid height was determined by GEOID03.
 TF1155
 TF1155.The dynamic height is computed by dividing the NAVD 88
 TF1155.geopotential number by the normal gravity value computed on the
 TF1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1155.degrees latitude (g = 980.6199 gals.).
 TF1155
 TF1155.The modeled gravity was interpolated from observed gravity values.
 TF1155
 TF1155;                    North         East    Units  Estimated Accuracy
 TF1155;SPC ND N     -   148,870.      505,740.      MT  (+/- 180 meters Scaled)
 TF1155
 TF1155                          SUPERSEDED SURVEY CONTROL
 TF1155
 TF1155  NGVD 29 (??/??/92)  644.659  (m)         2115.02   (f) ADJ UNCH    2 0
 TF1155
 TF1155.Superseded values are not recommended for survey control.
 TF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1155.See file dsdata.txt to determine how the superseded data were derived.
 TF1155
 TF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU946569(NAD 83)
 TF1155_MARKER: DR = REFERENCE MARK DISK
 TF1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1155_STAMPING: J 4 Z NO 1 1963
 TF1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1155+STABILITY: SURFACE MOTION
 TF1155
 TF1155  HISTORY     - Date     Condition        Report By
 TF1155  HISTORY     - 1963     MONUMENTED       CGS
 TF1155
 TF1155                          STATION DESCRIPTION
 TF1155
 TF1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1155'2.4 MI NW FROM BERTHOLD.
 TF1155'ABOUT 1.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1155'AT BERTHOLD, THENCE 0.7 MILE NORTH ALONG A GRADED DIRT ROAD, IN S 18,
 TF1155'R 86 W, T 156 N, ABOUT 0.4 MILE NORTH ALONG THE GRADED DIRT ROAD FROM
 TF1155'THE INTERSECTION OF U.S. HIGHWAY 2, AT A POINT WHERE THE ROAD CROSSES
 TF1155'A SLIGHT KNOLL, 52.6 FEET NORTH OF THE STATION MARK, 20.0 FEET WEST OF
 TF1155'THE CENTERLINE OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 TF1155'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1153 ***********************************************************************
 TF1153  DESIGNATION -  J 4 Z RM 2
 TF1153  PID         -  TF1153
 TF1153  STATE/COUNTY-  ND/WARD
 TF1153  USGS QUAD   -  TAGUS SE (1980)
 TF1153
 TF1153                         *CURRENT SURVEY CONTROL
 TF1153  ___________________________________________________________________
 TF1153* NAD 83(1986)-  48 19 55.     (N)    101 46 17.     (W)     SCALED    
 TF1153* NAVD 88     -       645.438  (meters)    2117.57   (feet)  ADJUSTED  
 TF1153  ___________________________________________________________________
 TF1153  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TF1153  DYNAMIC HT  -         645.545 (meters)    2117.93  (feet)  COMP
 TF1153  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 TF1153
 TF1153  VERT ORDER  -  SECOND    CLASS 0
 TF1153
 TF1153.The horizontal coordinates were scaled from a topographic map and have
 TF1153.an estimated accuracy of +/- 6 seconds.
 TF1153
 TF1153.The orthometric height was determined by differential leveling
 TF1153.and adjusted by the National Geodetic Survey in June 1991..
 TF1153
 TF1153.The geoid height was determined by GEOID03.
 TF1153
 TF1153.The dynamic height is computed by dividing the NAVD 88
 TF1153.geopotential number by the normal gravity value computed on the
 TF1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1153.degrees latitude (g = 980.6199 gals.).
 TF1153
 TF1153.The modeled gravity was interpolated from observed gravity values.
 TF1153
 TF1153;                    North         East    Units  Estimated Accuracy
 TF1153;SPC ND N     -   148,870.      505,740.      MT  (+/- 180 meters Scaled)
 TF1153
 TF1153                          SUPERSEDED SURVEY CONTROL
 TF1153
 TF1153  NGVD 29 (??/??/92)  645.013  (m)         2116.18   (f) ADJ UNCH    2 0
 TF1153
 TF1153.Superseded values are not recommended for survey control.
 TF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1153.See file dsdata.txt to determine how the superseded data were derived.
 TF1153
 TF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU946569(NAD 83)
 TF1153_MARKER: DR = REFERENCE MARK DISK
 TF1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1153_STAMPING: J 4 Z NO 2 1963
 TF1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1153+STABILITY: SURFACE MOTION
 TF1153
 TF1153  HISTORY     - Date     Condition        Report By
 TF1153  HISTORY     - 1963     MONUMENTED       CGS
 TF1153
 TF1153                          STATION DESCRIPTION
 TF1153
 TF1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1153'2.4 MI NW FROM BERTHOLD.
 TF1153'ABOUT 1.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1153'AT BERTHOLD, THENCE 0.7 MILE NORTH ALONG A GRADED DIRT ROAD, IN S 18,
 TF1153'R 86 W, T 156 N, ABOUT 0.4 MILE NORTH ALONG THE GRADED DIRT ROAD FROM
 TF1153'THE INTERSECTION OF U.S. HIGHWAY 2, AT A POINT WHERE THE ROAD CROSSES
 TF1153'A SLIGHT KNOLL, 62.0 FEET SOUTH OF THE STATION MARK, 21.0 FEET WEST OF
 TF1153'THE CENTERLINE OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 TF1153'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0313 ***********************************************************************
 RQ0313  DESIGNATION -  J 40
 RQ0313  PID         -  RQ0313
 RQ0313  STATE/COUNTY-  ND/LOGAN
 RQ0313  USGS QUAD   -  STREETER SW (1983)
 RQ0313
 RQ0313                         *CURRENT SURVEY CONTROL
 RQ0313  ___________________________________________________________________
 RQ0313* NAD 83(1986)-  46 31 45.     (N)    099 29 52.     (W)     SCALED    
 RQ0313* NAVD 88     -       578.181  (meters)    1896.92   (feet)  ADJUSTED  
 RQ0313  ___________________________________________________________________
 RQ0313  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 RQ0313  DYNAMIC HT  -         578.172 (meters)    1896.89  (feet)  COMP
 RQ0313  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 RQ0313
 RQ0313  VERT ORDER  -  SECOND    CLASS 0
 RQ0313
 RQ0313.The horizontal coordinates were scaled from a topographic map and have
 RQ0313.an estimated accuracy of +/- 6 seconds.
 RQ0313
 RQ0313.The orthometric height was determined by differential leveling
 RQ0313.and adjusted by the National Geodetic Survey in June 1991..
 RQ0313
 RQ0313.The geoid height was determined by GEOID03.
 RQ0313
 RQ0313.The dynamic height is computed by dividing the NAVD 88
 RQ0313.geopotential number by the normal gravity value computed on the
 RQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0313.degrees latitude (g = 980.6199 gals.).
 RQ0313
 RQ0313.The modeled gravity was interpolated from observed gravity values.
 RQ0313
 RQ0313;                    North         East    Units  Estimated Accuracy
 RQ0313;SPC ND S     -    96,360.      676,890.      MT  (+/- 180 meters Scaled)
 RQ0313
 RQ0313                          SUPERSEDED SURVEY CONTROL
 RQ0313
 RQ0313  NGVD 29 (??/??/92)  577.746  (m)         1895.49   (f) ADJ UNCH    2 0
 RQ0313
 RQ0313.Superseded values are not recommended for survey control.
 RQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0313.See file dsdata.txt to determine how the superseded data were derived.
 RQ0313
 RQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS618529(NAD 83)
 RQ0313_MARKER: DB = BENCH MARK DISK
 RQ0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0313_SP_SET: CULVERT HEADWALL
 RQ0313_STAMPING: J 40 1934
 RQ0313_MARK LOGO: CGS   
 RQ0313_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0313+STABILITY: SURFACE MOTION
 RQ0313
 RQ0313  HISTORY     - Date     Condition        Report By
 RQ0313  HISTORY     - 1934     MONUMENTED       CGS
 RQ0313  HISTORY     - 1959     GOOD             NGS
 RQ0313  HISTORY     - 1985     GOOD             LOCSUR
 RQ0313  HISTORY     - 19910421 GOOD             NDWC
 RQ0313
 RQ0313                          STATION DESCRIPTION
 RQ0313
 RQ0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0313'14.6 MI E FROM NAPOLEON.
 RQ0313'14.6 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 RQ0313'NAPOLEON, LOGAN COUNTY, 70 FEET WEST OF A ROAD INTERSECTION, AT AN
 RQ0313'18-INCH POURED CONCRETE ARCH CULVERT, IN THE TOP OF THE NORTH CONCRETE
 RQ0313'HEADWALL, AND 12 INCHES FROM THE WEST END.  A STANDARD DISK, STAMPED J
 RQ0313'40 1934.  NOTE-- IN CONCRETE HEADWALL ON OLD ORIGINAL STATE HIGHWAY
 RQ0313'30, NEAR THE SOUTHEAST CORNER OF SEC. 5, T. 135 N., R. 70 W.
 RQ0313
 RQ0313                          STATION RECOVERY (1985)
 RQ0313
 RQ0313'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 RQ0313'RECOVERED IN GOOD CONDITION.
 RQ0313
 RQ0313                          STATION RECOVERY (1991)
 RQ0313
 RQ0313'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 RQ0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0477 ***********************************************************************
 SO0477  DESIGNATION -  J 400
 SO0477  PID         -  SO0477
 SO0477  STATE/COUNTY-  ND/MCKENZIE
 SO0477  USGS QUAD   -  SANISH SW (1967)
 SO0477
 SO0477                         *CURRENT SURVEY CONTROL
 SO0477  ___________________________________________________________________
 SO0477* NAD 83(1986)-  47 51 43.     (N)    102 39 30.     (W)     SCALED    
 SO0477* NAVD 88     -       542.513  (meters)    1779.89   (feet)  ADJUSTED  
 SO0477  ___________________________________________________________________
 SO0477  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 SO0477  DYNAMIC HT  -         542.583 (meters)    1780.12  (feet)  COMP
 SO0477  MODELED GRAV-     980,724.2   (mgal)                       NAVD 88
 SO0477
 SO0477  VERT ORDER  -  SECOND    CLASS 0
 SO0477
 SO0477.The horizontal coordinates were scaled from a topographic map and have
 SO0477.an estimated accuracy of +/- 6 seconds.
 SO0477
 SO0477.The orthometric height was determined by differential leveling
 SO0477.and adjusted by the National Geodetic Survey in June 1991..
 SO0477
 SO0477.The geoid height was determined by GEOID03.
 SO0477
 SO0477.The dynamic height is computed by dividing the NAVD 88
 SO0477.geopotential number by the normal gravity value computed on the
 SO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0477.degrees latitude (g = 980.6199 gals.).
 SO0477
 SO0477.The modeled gravity was interpolated from observed gravity values.
 SO0477
 SO0477;                    North         East    Units  Estimated Accuracy
 SO0477;SPC ND N     -    98,090.      438,540.      MT  (+/- 180 meters Scaled)
 SO0477
 SO0477                          SUPERSEDED SURVEY CONTROL
 SO0477
 SO0477  NGVD 29 (??/??/92)  542.046  (m)         1778.36   (f) ADJ UNCH    2 0
 SO0477
 SO0477.Superseded values are not recommended for survey control.
 SO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0477.See file dsdata.txt to determine how the superseded data were derived.
 SO0477
 SO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP751036(NAD 83)
 SO0477_MARKER: DB = BENCH MARK DISK
 SO0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0477_STAMPING: J 400 1946
 SO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0477+STABILITY: SURFACE MOTION
 SO0477
 SO0477  HISTORY     - Date     Condition        Report By
 SO0477  HISTORY     - 1946     MONUMENTED       CGS
 SO0477  HISTORY     - 1966     MARK NOT FOUND   USGS
 SO0477
 SO0477                          STATION DESCRIPTION
 SO0477
 SO0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0477'12.7 MI S FROM SANISH.
 SO0477'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0477'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 10.9 MILES SOUTH ALONG A
 SO0477'GRAVELED ROAD WHICH GRADUALLY DIMINISHES TO A DIRT TRACK ROAD AT ABOUT
 SO0477'9.0 MILES SOUTH OF STATE HIGHWAY NO. 23, ABOUT 0.2 MILE SOUTH OF A GAP
 SO0477'IN AN EAST-WEST FENCE LINE, 245 FEET NORTH OF A 15 IN. CORRUGATED IRON
 SO0477'CULVERT ACROSS THE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE TRACK
 SO0477'ROAD.  NOTE-- MARK UNDERWATER.
 SO0477
 SO0477                          STATION RECOVERY (1966)
 SO0477
 SO0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 SO0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1059 ***********************************************************************
 SN1059  DESIGNATION -  J 401
 SN1059  PID         -  SN1059
 SN1059  STATE/COUNTY-  ND/MERCER
 SN1059  USGS QUAD   -  EMMET SW (1967)
 SN1059
 SN1059                         *CURRENT SURVEY CONTROL
 SN1059  ___________________________________________________________________
 SN1059* NAD 83(1986)-  47 31 47.     (N)    101 44 06.     (W)     SCALED    
 SN1059* NAVD 88     -       522.064  (meters)    1712.81   (feet)  ADJUSTED  
 SN1059  ___________________________________________________________________
 SN1059  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 SN1059  DYNAMIC HT  -         522.113 (meters)    1712.97  (feet)  COMP
 SN1059  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 SN1059
 SN1059  VERT ORDER  -  SECOND    CLASS 0
 SN1059
 SN1059.The horizontal coordinates were scaled from a topographic map and have
 SN1059.an estimated accuracy of +/- 6 seconds.
 SN1059
 SN1059.The orthometric height was determined by differential leveling
 SN1059.and adjusted by the National Geodetic Survey in June 1991..
 SN1059
 SN1059.The geoid height was determined by GEOID03.
 SN1059
 SN1059.The dynamic height is computed by dividing the NAVD 88
 SN1059.geopotential number by the normal gravity value computed on the
 SN1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1059.degrees latitude (g = 980.6199 gals.).
 SN1059
 SN1059.The modeled gravity was interpolated from observed gravity values.
 SN1059
 SN1059;                    North         East    Units  Estimated Accuracy
 SN1059;SPC ND S     -   207,830.      507,010.      MT  (+/- 180 meters Scaled)
 SN1059
 SN1059                          SUPERSEDED SURVEY CONTROL
 SN1059
 SN1059  NGVD 29 (??/??/92)  521.672  (m)         1711.52   (f) ADJ UNCH    2 0
 SN1059
 SN1059.Superseded values are not recommended for survey control.
 SN1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1059.See file dsdata.txt to determine how the superseded data were derived.
 SN1059
 SN1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT941676(NAD 83)
 SN1059_MARKER: DB = BENCH MARK DISK
 SN1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1059_STAMPING: J 401 1946
 SN1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1059+STABILITY: SURFACE MOTION
 SN1059
 SN1059  HISTORY     - Date     Condition        Report By
 SN1059  HISTORY     - 1946     MONUMENTED       CGS
 SN1059
 SN1059                          STATION DESCRIPTION
 SN1059
 SN1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN1059'21.0 MI N FROM BEULAH.
 SN1059'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN1059'OF STATE HIGHWAY 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO A
 SN1059'FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN1059'GRAVELED ROAD TO KRONTHALS CROSSROADS AND THE END OF THE GRAVELED
 SN1059'ROAD, THENCE 3.3 MILES NORTH ALONG A GRADED DIRT ROAD TO A RIGHT ANGLE
 SN1059'TURN IN THE ROAD, THENCE 0.9 MILE NORTHEAST ALONG A TRACK ROAD TO A
 SN1059'FORK IN THE ROAD, THENCE 1.4 MILES NORTHEAST ALONG THE NORTHEAST FORK
 SN1059'OF THE TRACK ROAD TO A GAP IN A BARN YARD FENCE ON THE NORTH SIDE OF
 SN1059'THE ROAD, THENCE NORTH 1.2 MILES THROUGH THE BARN YARD ALONG A DIM
 SN1059'TRACK ROAD TO THE SITE OF THE MARK.  ABOUT 90 FEET SOUTH OF THE SOUTH
 SN1059'BANK OF THE MISSOURI RIVER, 38 FEET EAST OF THE CENTER LINE OF A DIM
 SN1059'TRACK ROAD, 15 FEET WEST OF A 5 FOOT COTTONWOOD TREE, 2 FEET NORTH OF
 SN1059'A 4X4 MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0223 ***********************************************************************
 RR0223  DESIGNATION -  J 402
 RR0223  PID         -  RR0223
 RR0223  STATE/COUNTY-  ND/SIOUX
 RR0223  USGS QUAD   -  FORT YATES SE (1968)
 RR0223
 RR0223                         *CURRENT SURVEY CONTROL
 RR0223  ___________________________________________________________________
 RR0223* NAD 83(1986)-  46 00 56.     (N)    100 34 12.     (W)     SCALED    
 RR0223* NAVD 88     -       489.924  (meters)    1607.36   (feet)  POSTED    
 RR0223  ___________________________________________________________________
 RR0223  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0223  DYNAMIC HT  -         489.900 (meters)    1607.28  (feet)  COMP
 RR0223  MODELED GRAV-     980,548.2   (mgal)                       NAVD 88
 RR0223
 RR0223  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RR0223
 RR0223.The horizontal coordinates were scaled from a topographic map and have
 RR0223.an estimated accuracy of +/- 6 seconds.
 RR0223
 RR0223.The orthometric height was determined by differential leveling
 RR0223.and adjusted by the National Geodetic Survey in 1992..
 RR0223.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RR0223.rate of 4.1 thru 8.0 mm/km.
 RR0223
 RR0223.The geoid height was determined by GEOID03.
 RR0223
 RR0223.The dynamic height is computed by dividing the NAVD 88
 RR0223.geopotential number by the normal gravity value computed on the
 RR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0223.degrees latitude (g = 980.6199 gals.).
 RR0223
 RR0223.The modeled gravity was interpolated from observed gravity values.
 RR0223
 RR0223;                    North         East    Units  Estimated Accuracy
 RR0223;SPC ND S     -    38,780.      594,580.      MT  (+/- 180 meters Scaled)
 RR0223
 RR0223                          SUPERSEDED SURVEY CONTROL
 RR0223
 RR0223  NGVD 29 (??/??/92)  489.547  (m)         1606.12   (f) ADJ UNCH    1 2
 RR0223
 RR0223.Superseded values are not recommended for survey control.
 RR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0223.See file dsdata.txt to determine how the superseded data were derived.
 RR0223
 RR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR784969(NAD 83)
 RR0223_MARKER: DB = BENCH MARK DISK
 RR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0223_STAMPING: J 402 1949
 RR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0223+STABILITY: SURFACE MOTION
 RR0223
 RR0223  HISTORY     - Date     Condition        Report By
 RR0223  HISTORY     - 1949     MONUMENTED       CGS
 RR0223  HISTORY     - 1949     GOOD             NGS
 RR0223  HISTORY     - 1959     GOOD             NGS
 RR0223
 RR0223                          STATION DESCRIPTION
 RR0223
 RR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0223'7.3 MI SE FROM FORT YATES.
 RR0223'4.4 MILES SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF
 RR0223'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FOR YATES, THENCE
 RR0223'2.9 MILES SOUTHEAST ALONG A GRAVELED ROAD, ON THE CREST OF A SMALL
 RR0223'MOUND, 89 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 1.0 FOOT WEST OF
 RR0223'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2
 RR0223'FEET ABOVE THE GROUND.
 RR0223
 RR0223                          STATION RECOVERY (1959)
 RR0223
 RR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0218 ***********************************************************************
 RR0218  DESIGNATION -  J 403
 RR0218  PID         -  RR0218
 RR0218  STATE/COUNTY-  ND/EMMONS
 RR0218  USGS QUAD   -  FORT YATES NE (1968)
 RR0218
 RR0218                         *CURRENT SURVEY CONTROL
 RR0218  ___________________________________________________________________
 RR0218* NAD 83(1986)-  46 07 43.     (N)    100 36 58.     (W)     SCALED    
 RR0218* NAVD 88     -       484.966  (meters)    1591.09   (feet)  ADJUSTED  
 RR0218  ___________________________________________________________________
 RR0218  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RR0218  DYNAMIC HT  -         484.949 (meters)    1591.04  (feet)  COMP
 RR0218  MODELED GRAV-     980,565.6   (mgal)                       NAVD 88
 RR0218
 RR0218  VERT ORDER  -  FIRST     CLASS II
 RR0218
 RR0218.The horizontal coordinates were scaled from a topographic map and have
 RR0218.an estimated accuracy of +/- 6 seconds.
 RR0218
 RR0218.The orthometric height was determined by differential leveling
 RR0218.and adjusted by the National Geodetic Survey in June 1991..
 RR0218
 RR0218.The geoid height was determined by GEOID03.
 RR0218
 RR0218.The dynamic height is computed by dividing the NAVD 88
 RR0218.geopotential number by the normal gravity value computed on the
 RR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0218.degrees latitude (g = 980.6199 gals.).
 RR0218
 RR0218.The modeled gravity was interpolated from observed gravity values.
 RR0218
 RR0218;                    North         East    Units  Estimated Accuracy
 RR0218;SPC ND S     -    51,360.      591,030.      MT  (+/- 180 meters Scaled)
 RR0218
 RR0218                          SUPERSEDED SURVEY CONTROL
 RR0218
 RR0218  NGVD 29 (??/??/92)  484.578  (m)         1589.82   (f) ADJ UNCH    1 2
 RR0218
 RR0218.Superseded values are not recommended for survey control.
 RR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0218.See file dsdata.txt to determine how the superseded data were derived.
 RR0218
 RR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS751096(NAD 83)
 RR0218_MARKER: DB = BENCH MARK DISK
 RR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0218_STAMPING: J 403 1949
 RR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0218+STABILITY: SURFACE MOTION
 RR0218
 RR0218  HISTORY     - Date     Condition        Report By
 RR0218  HISTORY     - 1949     MONUMENTED       CGS
 RR0218  HISTORY     - 1961     GOOD             NGS
 RR0218
 RR0218                          STATION DESCRIPTION
 RR0218
 RR0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0218'30.85 MI NW FROM POLLOCK, SD.
 RR0218'3.4 MILES WEST ALONG A GRAVLED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0218'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0218'THENCE 3.0 MIES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0218'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 RR0218'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0218'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES NORTH ALONG A
 RR0218'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 5.4 MILES
 RR0218'NORTHWEST ALONG A TRAIL ROAD, THENCE 0.3 MILE WEST ALONG A TRAIL ROAD,
 RR0218'THENCE 0.5 MILE NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE WEST ALONG A
 RR0218'TRAIL ROAD, THENCE 4.0 MILES NORTH ALONG A TRAIL ROAD, THENCE 1.0 MILE
 RR0218'NORTH ALONG A GRADED DIRT ROAD, THENCE 3.0  MILES WEST ALONG A GRADED
 RR0218'DIRT ROAD, 0.95 MILE WEST ALONG A TRAIL ROAD, 0.3 MILE WEST, 0.3 MILE
 RR0218'SOUTHWEST ALONG A TRAIL ROAD TO A LOG AND MUD CABIN WHICH IS IN THE
 RR0218'RIVER BOTTOM, 43 FEET WEST OF THE NORTHWEST CORNER OF A LOG AND MUD
 RR0218'CABIN, 9.7 FEET NORTHEAST OF A 5 FORKED BOX ELDER TREE, 1.2 FEET
 RR0218'SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT CONCRETE
 RR0218'POST PROJECTING 1.0 FOOT ABOVE THE GROUND.  NOTE-- THE LOG HOUSE IS
 RR0218'GONE.  A SMALL LOG BUILDING IS LOCATED ABOUT 150 FEET SOUTH OF THE
 RR0218'MARK.  NOTE-- POLLOCK MOVED ABOUT 0.8 MI SOUTH.  ORIGINAL SITE
 RR0218'FLOODED.
 RR0218
 RR0218                          STATION RECOVERY (1961)
 RR0218
 RR0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RR0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0510 ***********************************************************************
 TE0510  DESIGNATION -  J 404
 TE0510  PID         -  TE0510
 TE0510  STATE/COUNTY-  ND/RAMSEY
 TE0510  USGS QUAD   -  EDMORE SW (1972)
 TE0510
 TE0510                         *CURRENT SURVEY CONTROL
 TE0510  ___________________________________________________________________
 TE0510* NAD 83(1986)-  48 22 12.     (N)    098 28 15.     (W)     SCALED    
 TE0510* NAVD 88     -       459.806  (meters)    1508.55   (feet)  ADJUSTED  
 TE0510  ___________________________________________________________________
 TE0510  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 TE0510  DYNAMIC HT  -         459.897 (meters)    1508.85  (feet)  COMP
 TE0510  MODELED GRAV-     980,793.4   (mgal)                       NAVD 88
 TE0510
 TE0510  VERT ORDER  -  SECOND    CLASS 0
 TE0510
 TE0510.The horizontal coordinates were scaled from a topographic map and have
 TE0510.an estimated accuracy of +/- 6 seconds.
 TE0510
 TE0510.The orthometric height was determined by differential leveling
 TE0510.and adjusted by the National Geodetic Survey in June 1991..
 TE0510
 TE0510.The geoid height was determined by GEOID03.
 TE0510
 TE0510.The dynamic height is computed by dividing the NAVD 88
 TE0510.geopotential number by the normal gravity value computed on the
 TE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0510.degrees latitude (g = 980.6199 gals.).
 TE0510
 TE0510.The modeled gravity was interpolated from observed gravity values.
 TE0510
 TE0510;                    North         East    Units  Estimated Accuracy
 TE0510;SPC ND N     -   154,300.      750,320.      MT  (+/- 180 meters Scaled)
 TE0510
 TE0510                          SUPERSEDED SURVEY CONTROL
 TE0510
 TE0510  NGVD 29 (??/??/92)  459.431  (m)         1507.32   (f) ADJ UNCH    2 0
 TE0510
 TE0510.Superseded values are not recommended for survey control.
 TE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0510.See file dsdata.txt to determine how the superseded data were derived.
 TE0510
 TE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU391575(NAD 83)
 TE0510_MARKER: DB = BENCH MARK DISK
 TE0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0510_STAMPING: J 404 1963
 TE0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0510+STABILITY: SURFACE MOTION
 TE0510
 TE0510  HISTORY     - Date     Condition        Report By
 TE0510  HISTORY     - 1963     MONUMENTED       CGS
 TE0510
 TE0510                          STATION DESCRIPTION
 TE0510
 TE0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0510'3.8 MI SW FROM EDMORE.
 TE0510'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0510'RAILWAY STATION AT EDMORE, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 TE0510'IN S 35, R 61 W, T 157 N, 71 FEET NORTHWEST OF THE CENTER OF THE
 TE0510'JUNCTION OF A GRAVELED ROAD LEADING NORTH, 52 FEET WEST OF THE
 TE0510'CENTERLINE OF THE ROAD LEADING NORTH, 51 FEET NORTH OF THE CENTERLINE
 TE0510'OF THE ROAD LEADING WEST, 29.5 FEET SOUTHWEST OF THE WEST END OF AN
 TE0510'18-INCH PIPE CULVERT UNDER THE ROAD LEADING NORTH, 1.6 FEET SOUTH OF A
 TE0510'METAL WITNESS POST ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING
 TE0510'WEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1097 ***********************************************************************
 TE1097  DESIGNATION -  J 405
 TE1097  PID         -  TE1097
 TE1097  STATE/COUNTY-  ND/CAVALIER
 TE1097  USGS QUAD   -  HANNAH (1970)
 TE1097
 TE1097                         *CURRENT SURVEY CONTROL
 TE1097  ___________________________________________________________________
 TE1097* NAD 83(1986)-  48 56 59.     (N)    098 37 41.     (W)     SCALED    
 TE1097* NAVD 88     -       475.836  (meters)    1561.14   (feet)  ADJUSTED  
 TE1097  ___________________________________________________________________
 TE1097  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE1097  DYNAMIC HT  -         475.953 (meters)    1561.52  (feet)  COMP
 TE1097  MODELED GRAV-     980,840.8   (mgal)                       NAVD 88
 TE1097
 TE1097  VERT ORDER  -  SECOND    CLASS 0
 TE1097
 TE1097.The horizontal coordinates were scaled from a topographic map and have
 TE1097.an estimated accuracy of +/- 6 seconds.
 TE1097
 TE1097.The orthometric height was determined by differential leveling
 TE1097.and adjusted by the National Geodetic Survey in June 1991..
 TE1097
 TE1097.The geoid height was determined by GEOID03.
 TE1097
 TE1097.The dynamic height is computed by dividing the NAVD 88
 TE1097.geopotential number by the normal gravity value computed on the
 TE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1097.degrees latitude (g = 980.6199 gals.).
 TE1097
 TE1097.The modeled gravity was interpolated from observed gravity values.
 TE1097
 TE1097;                    North         East    Units  Estimated Accuracy
 TE1097;SPC ND N     -   218,450.      737,110.      MT  (+/- 180 meters Scaled)
 TE1097
 TE1097                          SUPERSEDED SURVEY CONTROL
 TE1097
 TE1097  NGVD 29 (??/??/92)  475.453  (m)         1559.88   (f) ADJ UNCH    2 0
 TE1097
 TE1097.Superseded values are not recommended for survey control.
 TE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1097.See file dsdata.txt to determine how the superseded data were derived.
 TE1097
 TE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV272219(NAD 83)
 TE1097_MARKER: DB = BENCH MARK DISK
 TE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1097_STAMPING: J 405 1964
 TE1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1097+STABILITY: SURFACE MOTION
 TE1097
 TE1097  HISTORY     - Date     Condition        Report By
 TE1097  HISTORY     - 1964     MONUMENTED       CGS
 TE1097  HISTORY     - 1968     GOOD             DOD
 TE1097
 TE1097                          STATION DESCRIPTION
 TE1097
 TE1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1097'4.8 MI NW FROM WALES.
 TE1097'ABOUT 3.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE1097'WALES, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN S 14, R 62 W, T
 TE1097'163 N, 107 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF
 TE1097'THE CETNER LINE OF A ROAD, 1 FOOT EAST OF A FENCE, 1.5 FEET NORTH OF A
 TE1097'METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, ABOUT 3
 TE1097'FEET BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 TE1097'CONCRETE POST PROJECTING 6 INCHES.
 TE1097
 TE1097                          STATION RECOVERY (1968)
 TE1097
 TE1097'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0201 ***********************************************************************
 TE0201  DESIGNATION -  J 406
 TE0201  PID         -  TE0201
 TE0201  STATE/COUNTY-  ND/CAVALIER
 TE0201  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0201
 TE0201                         *CURRENT SURVEY CONTROL
 TE0201  ___________________________________________________________________
 TE0201* NAD 83(1986)-  48 59 35.     (N)    098 28 29.     (W)     SCALED    
 TE0201* NAVD 88     -       470.314  (meters)    1543.02   (feet)  ADJUSTED  
 TE0201  ___________________________________________________________________
 TE0201  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 TE0201  DYNAMIC HT  -         470.432 (meters)    1543.41  (feet)  COMP
 TE0201  MODELED GRAV-     980,847.3   (mgal)                       NAVD 88
 TE0201
 TE0201  VERT ORDER  -  SECOND    CLASS 0
 TE0201
 TE0201.The horizontal coordinates were scaled from a topographic map and have
 TE0201.an estimated accuracy of +/- 6 seconds.
 TE0201
 TE0201.The orthometric height was determined by differential leveling
 TE0201.and adjusted by the National Geodetic Survey in June 1991..
 TE0201
 TE0201.The geoid height was determined by GEOID03.
 TE0201
 TE0201.The dynamic height is computed by dividing the NAVD 88
 TE0201.geopotential number by the normal gravity value computed on the
 TE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0201.degrees latitude (g = 980.6199 gals.).
 TE0201
 TE0201.The modeled gravity was interpolated from observed gravity values.
 TE0201
 TE0201;                    North         East    Units  Estimated Accuracy
 TE0201;SPC ND N     -   223,560.      748,210.      MT  (+/- 180 meters Scaled)
 TE0201
 TE0201                          SUPERSEDED SURVEY CONTROL
 TE0201
 TE0201  NGVD 29 (??/??/92)  469.935  (m)         1541.78   (f) ADJ UNCH    2 0
 TE0201
 TE0201.Superseded values are not recommended for survey control.
 TE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0201.See file dsdata.txt to determine how the superseded data were derived.
 TE0201
 TE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV384268(NAD 83)
 TE0201_MARKER: DB = BENCH MARK DISK
 TE0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0201_SP_SET: BRIDGE
 TE0201_STAMPING: J 406 1964
 TE0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0201
 TE0201  HISTORY     - Date     Condition        Report By
 TE0201  HISTORY     - 1964     MONUMENTED       CGS
 TE0201
 TE0201                          STATION DESCRIPTION
 TE0201
 TE0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0201'5.6 MI W FROM MAIDA.
 TE0201'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 1 FROM THE U. S. CUSTOMS
 TE0201'INSPECTION STATION AT MAIDA, THENCE 5.1 MILES WEST ALONG A GRAVELED
 TE0201'ROAD, IN S 36, R 61 W, T 164 N, ABOUT 50 YARDS SOUTH OF A T-JUNCTION
 TE0201'OF ROADS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST WING
 TE0201'WALL OF A BRIDGE OVER A CREEK, 15 FEET WEST OF THE CENTER LINE OF THE
 TE0201'NORTH-SOUTH ROAD, 7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 TE0201'BRIDGE, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0979 ***********************************************************************
 TE0979  DESIGNATION -  J 407
 TE0979  PID         -  TE0979
 TE0979  STATE/COUNTY-  ND/CAVALIER
 TE0979  USGS QUAD   -  HANNAH (1970)
 TE0979
 TE0979                         *CURRENT SURVEY CONTROL
 TE0979  ___________________________________________________________________
 TE0979* NAD 83(1986)-  48 59 34.     (N)    098 41 39.     (W)     SCALED    
 TE0979* NAVD 88     -       476.741  (meters)    1564.11   (feet)  ADJUSTED  
 TE0979  ___________________________________________________________________
 TE0979  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 TE0979  DYNAMIC HT  -         476.860 (meters)    1564.50  (feet)  COMP
 TE0979  MODELED GRAV-     980,844.7   (mgal)                       NAVD 88
 TE0979
 TE0979  VERT ORDER  -  SECOND    CLASS 0
 TE0979
 TE0979.The horizontal coordinates were scaled from a topographic map and have
 TE0979.an estimated accuracy of +/- 6 seconds.
 TE0979
 TE0979.The orthometric height was determined by differential leveling
 TE0979.and adjusted by the National Geodetic Survey in June 1991..
 TE0979
 TE0979.The geoid height was determined by GEOID03.
 TE0979
 TE0979.The dynamic height is computed by dividing the NAVD 88
 TE0979.geopotential number by the normal gravity value computed on the
 TE0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0979.degrees latitude (g = 980.6199 gals.).
 TE0979
 TE0979.The modeled gravity was interpolated from observed gravity values.
 TE0979
 TE0979;                    North         East    Units  Estimated Accuracy
 TE0979;SPC ND N     -   223,120.      732,150.      MT  (+/- 180 meters Scaled)
 TE0979
 TE0979                          SUPERSEDED SURVEY CONTROL
 TE0979
 TE0979  NGVD 29 (??/??/92)  476.358  (m)         1562.85   (f) ADJ UNCH    2 0
 TE0979
 TE0979.Superseded values are not recommended for survey control.
 TE0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0979.See file dsdata.txt to determine how the superseded data were derived.
 TE0979
 TE0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV223266(NAD 83)
 TE0979_MARKER: DB = BENCH MARK DISK
 TE0979_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0979_SP_SET: 15 FT
 TE0979_STAMPING: J 407 1964
 TE0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0979
 TE0979  HISTORY     - Date     Condition        Report By
 TE0979  HISTORY     - 1964     MONUMENTED       CGS
 TE0979
 TE0979                          STATION DESCRIPTION
 TE0979
 TE0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0979'1.7 MI N FROM HANNAH.
 TE0979'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0979'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, IN THE NORTHWEST
 TE0979'CORNER OF SECTION 32, R 62 W, T 164 N, ABOUT 0.5 MILE SOUTH OF THE
 TE0979'U.S. CUSTOMS INSPECTION STATION, 54 FEET EAST OF THE CENTER LINE OF
 TE0979'THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST TRAIL ROAD,
 TE0979'20 FEET NORTHEAST OF A POWER POLE BRACED BY A GUY WIRE, 0.8 FOOT NORTH
 TE0979'OF AN ANCHOR FOR A GUY WIRE, 0.9 FOOT EAST OF A METAL WITNESS POST,
 TE0979'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A
 TE0979'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS
 TE0979'ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0892 ***********************************************************************
 TE0892  DESIGNATION -  J 408
 TE0892  PID         -  TE0892
 TE0892  STATE/COUNTY-  ND/CAVALIER
 TE0892  USGS QUAD   -  LOMA (1970)
 TE0892
 TE0892                         *CURRENT SURVEY CONTROL
 TE0892  ___________________________________________________________________
 TE0892* NAD 83(1986)-  48 37 47.     (N)    098 30 42.     (W)     SCALED    
 TE0892* NAVD 88     -       478.785  (meters)    1570.81   (feet)  ADJUSTED  
 TE0892  ___________________________________________________________________
 TE0892  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE0892  DYNAMIC HT  -         478.885 (meters)    1571.14  (feet)  COMP
 TE0892  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TE0892
 TE0892  VERT ORDER  -  SECOND    CLASS 0
 TE0892
 TE0892.The horizontal coordinates were scaled from a topographic map and have
 TE0892.an estimated accuracy of +/- 6 seconds.
 TE0892
 TE0892.The orthometric height was determined by differential leveling
 TE0892.and adjusted by the National Geodetic Survey in June 1991..
 TE0892
 TE0892.The geoid height was determined by GEOID03.
 TE0892
 TE0892.The dynamic height is computed by dividing the NAVD 88
 TE0892.geopotential number by the normal gravity value computed on the
 TE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0892.degrees latitude (g = 980.6199 gals.).
 TE0892
 TE0892.The modeled gravity was interpolated from observed gravity values.
 TE0892
 TE0892;                    North         East    Units  Estimated Accuracy
 TE0892;SPC ND N     -   183,090.      746,550.      MT  (+/- 180 meters Scaled)
 TE0892
 TE0892                          SUPERSEDED SURVEY CONTROL
 TE0892
 TE0892  NGVD 29 (??/??/92)  478.399  (m)         1569.55   (f) ADJ UNCH    2 0
 TE0892
 TE0892.Superseded values are not recommended for survey control.
 TE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0892.See file dsdata.txt to determine how the superseded data were derived.
 TE0892
 TE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU359864(NAD 83)
 TE0892_MARKER: DB = BENCH MARK DISK
 TE0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0892_SP_SET: FOUNDATION
 TE0892_STAMPING: J 408 1964
 TE0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0892
 TE0892  HISTORY     - Date     Condition        Report By
 TE0892  HISTORY     - 1964     MONUMENTED       CGS
 TE0892  HISTORY     - 1968     GOOD             DOD
 TE0892
 TE0892                          STATION DESCRIPTION
 TE0892
 TE0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0892'1.0 MI E FROM LOMA.
 TE0892'ABOUT 1.0 MILE EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0892'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT LOMA,
 TE0892'IN S 3, R 51 W, T 159 N, ABOUT 0.1 MILE EAST OF A NORTH-SOUTH ROAD, AT
 TE0892'A POINT WHERE THE RAILROAD TURNS IN A SOUTHEASTERLY DIRECTION, ON THE
 TE0892'NORTH BANK OF A SMALL CUT, 130 FEET SOUTH OF THE CENTER LINE OF THE
 TE0892'ROAD, 35 FEET NORTH OF THE NORTH RAIL OF THE TRACK, SET IN THE TOP OF
 TE0892'THE NORTHEAST CONCRETE FOUNDATION OF AN ABANDONED WATER TANK, 41 FEET
 TE0892'SOUTHWEST OF A POWER POLE, 62 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0
 TE0892'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND THE
 TE0892'ROAD, AND FLUSH WITH THE GROUND.
 TE0892
 TE0892                          STATION RECOVERY (1968)
 TE0892
 TE0892'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0423 ***********************************************************************
 TD0423  DESIGNATION -  J 409
 TD0423  PID         -  TD0423
 TD0423  STATE/COUNTY-  ND/WALSH
 TD0423  USGS QUAD   -  PARK RIVER (1963)
 TD0423
 TD0423                         *CURRENT SURVEY CONTROL
 TD0423  ___________________________________________________________________
 TD0423* NAD 83(1986)-  48 29 19.     (N)    097 43 53.     (W)     SCALED    
 TD0423* NAVD 88     -       284.142  (meters)     932.22   (feet)  ADJUSTED  
 TD0423  ___________________________________________________________________
 TD0423  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 TD0423  DYNAMIC HT  -         284.207 (meters)     932.44  (feet)  COMP
 TD0423  MODELED GRAV-     980,832.9   (mgal)                       NAVD 88
 TD0423
 TD0423  VERT ORDER  -  SECOND    CLASS 0
 TD0423
 TD0423.The horizontal coordinates were scaled from a topographic map and have
 TD0423.an estimated accuracy of +/- 6 seconds.
 TD0423
 TD0423.The orthometric height was determined by differential leveling
 TD0423.and adjusted by the National Geodetic Survey in June 1991..
 TD0423
 TD0423.The geoid height was determined by GEOID03.
 TD0423
 TD0423.The dynamic height is computed by dividing the NAVD 88
 TD0423.geopotential number by the normal gravity value computed on the
 TD0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0423.degrees latitude (g = 980.6199 gals.).
 TD0423
 TD0423.The modeled gravity was interpolated from observed gravity values.
 TD0423
 TD0423;                    North         East    Units  Estimated Accuracy
 TD0423;SPC ND N     -   169,190.      804,600.      MT  (+/- 180 meters Scaled)
 TD0423
 TD0423                          SUPERSEDED SURVEY CONTROL
 TD0423
 TD0423  NGVD 29 (??/??/92)  283.799  (m)          931.10   (f) ADJ UNCH    2 0
 TD0423
 TD0423.Superseded values are not recommended for survey control.
 TD0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0423.See file dsdata.txt to determine how the superseded data were derived.
 TD0423
 TD0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU937713(NAD 83)
 TD0423_MARKER: DB = BENCH MARK DISK
 TD0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0423_STAMPING: J 409 1964
 TD0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0423+STABILITY: SURFACE MOTION
 TD0423
 TD0423  HISTORY     - Date     Condition        Report By
 TD0423  HISTORY     - 1964     MONUMENTED       CGS
 TD0423
 TD0423                          STATION DESCRIPTION
 TD0423
 TD0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0423'7.2 MI N FROM PARK RIVER.
 TD0423'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0423'STATION AT PARK RIVER, THENCE 6.4 MILES NORTHEAST ALONG COUNTY ROAD
 TD0423'12, IN S 22, R 55 W, T 158 N, ABOUT 0.3 MILE NORTH OF A GRAVELED ROAD
 TD0423'INTERSECTION, 51 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 TD0423'FARM ROAD LEADING EAST, 49 FEET EAST OF THE CENTER LINE OF THE ROAD
 TD0423'LEADING NORTH, 25 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 1.6
 TD0423'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TD0423'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0362 ***********************************************************************
 RQ0362  DESIGNATION -  J 41
 RQ0362  PID         -  RQ0362
 RQ0362  STATE/COUNTY-  ND/MCINTOSH
 RQ0362  USGS QUAD   -  WISHEK (1982)
 RQ0362
 RQ0362                         *CURRENT SURVEY CONTROL
 RQ0362  ___________________________________________________________________
 RQ0362* NAD 83(1986)-  46 15 45.     (N)    099 33 31.     (W)     SCALED    
 RQ0362* NAVD 88     -       613.556  (meters)    2012.97   (feet)  ADJUSTED  
 RQ0362  ___________________________________________________________________
 RQ0362  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 RQ0362  DYNAMIC HT  -         613.522 (meters)    2012.86  (feet)  COMP
 RQ0362  MODELED GRAV-     980,539.7   (mgal)                       NAVD 88
 RQ0362
 RQ0362  VERT ORDER  -  SECOND    CLASS 0
 RQ0362
 RQ0362.The horizontal coordinates were scaled from a topographic map and have
 RQ0362.an estimated accuracy of +/- 6 seconds.
 RQ0362
 RQ0362.The orthometric height was determined by differential leveling
 RQ0362.and adjusted by the National Geodetic Survey in June 1991..
 RQ0362
 RQ0362.The geoid height was determined by GEOID03.
 RQ0362
 RQ0362.The dynamic height is computed by dividing the NAVD 88
 RQ0362.geopotential number by the normal gravity value computed on the
 RQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0362.degrees latitude (g = 980.6199 gals.).
 RQ0362
 RQ0362.The modeled gravity was interpolated from observed gravity values.
 RQ0362
 RQ0362;                    North         East    Units  Estimated Accuracy
 RQ0362;SPC ND S     -    66,670.      672,580.      MT  (+/- 180 meters Scaled)
 RQ0362
 RQ0362                          SUPERSEDED SURVEY CONTROL
 RQ0362
 RQ0362  NGVD 29 (??/??/92)  613.109  (m)         2011.51   (f) ADJ UNCH    2 0
 RQ0362
 RQ0362.Superseded values are not recommended for survey control.
 RQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0362.See file dsdata.txt to determine how the superseded data were derived.
 RQ0362
 RQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS569233(NAD 83)
 RQ0362_MARKER: DB = BENCH MARK DISK
 RQ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0362_STAMPING: J 41 1934
 RQ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0362+STABILITY: SURFACE MOTION
 RQ0362
 RQ0362  HISTORY     - Date     Condition        Report By
 RQ0362  HISTORY     - 1934     MONUMENTED       CGS
 RQ0362  HISTORY     - 1934     GOOD             NGS
 RQ0362  HISTORY     - 1959     GOOD             NGS
 RQ0362  HISTORY     - 1978     POOR             USGS
 RQ0362
 RQ0362                          STATION DESCRIPTION
 RQ0362
 RQ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RQ0362'IN WISHEK.
 RQ0362'AT WISHEK, MCINTOSH COUNTY, ABOUT 3 POLES WEST OF THE MINNEAPOLIS, ST.
 RQ0362'PAUL AND SAULT STE. MARIE RAILWAY STATION, ABOUT 3 POLES WEST OF
 RQ0362'MILEPOST 341, 16 FEET NORTH OF THE CENTERLINE OF THE TRACK, 33 FEET
 RQ0362'SOUTH OF THE CENTERLINE OF A SIDING, 4 FEET EAST OF A POLE, AND ABOUT
 RQ0362'1-1/2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J 41 1934
 RQ0362'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST.
 RQ0362'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0362
 RQ0362                          STATION RECOVERY (1959)
 RQ0362
 RQ0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0362'RECOVERED IN GOOD CONDITION.
 RQ0362
 RQ0362                          STATION RECOVERY (1978)
 RQ0362
 RQ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0362'(ADD) REVISED DESCRIPTION-- IN WISHEK, 4 BLOCKS N. OF HWY 13, 305 FT
 RQ0362'W. OF RR XING, 18 FT N. OF MAIN LINE, 27 FT S. OF N. SIDING, 73 FT N.
 RQ0362'OF GRAIN ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0391 ***********************************************************************
 TD0391  DESIGNATION -  J 410
 TD0391  PID         -  TD0391
 TD0391  STATE/COUNTY-  ND/WALSH
 TD0391  USGS QUAD   -  EDINBURG (1978)
 TD0391
 TD0391                         *CURRENT SURVEY CONTROL
 TD0391  ___________________________________________________________________
 TD0391* NAD 83(1986)-  48 29 41.     (N)    097 51 20.     (W)     SCALED    
 TD0391* NAVD 88     -       360.937  (meters)    1184.17   (feet)  ADJUSTED  
 TD0391  ___________________________________________________________________
 TD0391  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 TD0391  DYNAMIC HT  -         361.015 (meters)    1184.43  (feet)  COMP
 TD0391  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 TD0391
 TD0391  VERT ORDER  -  SECOND    CLASS 0
 TD0391
 TD0391.The horizontal coordinates were scaled from a topographic map and have
 TD0391.an estimated accuracy of +/- 6 seconds.
 TD0391
 TD0391.The orthometric height was determined by differential leveling
 TD0391.and adjusted by the National Geodetic Survey in June 1991..
 TD0391
 TD0391.The geoid height was determined by GEOID03.
 TD0391
 TD0391.The dynamic height is computed by dividing the NAVD 88
 TD0391.geopotential number by the normal gravity value computed on the
 TD0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0391.degrees latitude (g = 980.6199 gals.).
 TD0391
 TD0391.The modeled gravity was interpolated from observed gravity values.
 TD0391
 TD0391;                    North         East    Units  Estimated Accuracy
 TD0391;SPC ND N     -   169,540.      795,400.      MT  (+/- 180 meters Scaled)
 TD0391
 TD0391                          SUPERSEDED SURVEY CONTROL
 TD0391
 TD0391  NGVD 29 (??/??/92)  360.579  (m)         1183.00   (f) ADJ UNCH    2 0
 TD0391
 TD0391.Superseded values are not recommended for survey control.
 TD0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0391.See file dsdata.txt to determine how the superseded data were derived.
 TD0391
 TD0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU845719(NAD 83)
 TD0391_MARKER: DB = BENCH MARK DISK
 TD0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0391_STAMPING: J 410 1964
 TD0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0391+STABILITY: SURFACE MOTION
 TD0391
 TD0391  HISTORY     - Date     Condition        Report By
 TD0391  HISTORY     - 1964     MONUMENTED       CGS
 TD0391
 TD0391                          STATION DESCRIPTION
 TD0391
 TD0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0391'0.3 MI SE FROM EDINBURG.
 TD0391'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0391'STATION AT EDINBURG, IN S 22, R 56 W, T 158 N, ABOUT 0.3 MILE
 TD0391'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 32, ABOUT 0.2 MILE
 TD0391'NORTHWEST OF MILEPOST 43, 146 FEET EAST ACROSS THE TRACK FROM THE EAST
 TD0391'CORNER OF A WAREHOUSE WITH METAL SIDING, 51 FEET NORTHEAST OF THE
 TD0391'NORTHEAST RAIL OF THE MAIN TRACK, 2 FEET NORTHWEST OF A TELEPHONE POLE
 TD0391'AND IN LINE WITH A ROW OF POLES, 1.6 FEET SOUTHEAST OF A METAL WITNESS
 TD0391'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TD0391'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0457 ***********************************************************************
 TE0457  DESIGNATION -  J 412
 TE0457  PID         -  TE0457
 TE0457  STATE/COUNTY-  ND/RAMSEY
 TE0457  USGS QUAD   -  EDMORE (1972)
 TE0457
 TE0457                         *CURRENT SURVEY CONTROL
 TE0457  ___________________________________________________________________
 TE0457* NAD 83(1986)-  48 27 24.     (N)    098 26 55.     (W)     SCALED    
 TE0457* NAVD 88     -       465.644  (meters)    1527.70   (feet)  ADJUSTED  
 TE0457  ___________________________________________________________________
 TE0457  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0457  DYNAMIC HT  -         465.736 (meters)    1528.00  (feet)  COMP
 TE0457  MODELED GRAV-     980,794.6   (mgal)                       NAVD 88
 TE0457
 TE0457  VERT ORDER  -  SECOND    CLASS 0
 TE0457
 TE0457.The horizontal coordinates were scaled from a topographic map and have
 TE0457.an estimated accuracy of +/- 6 seconds.
 TE0457
 TE0457.The orthometric height was determined by differential leveling
 TE0457.and adjusted by the National Geodetic Survey in June 1991..
 TE0457
 TE0457.The geoid height was determined by GEOID03.
 TE0457
 TE0457.The dynamic height is computed by dividing the NAVD 88
 TE0457.geopotential number by the normal gravity value computed on the
 TE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0457.degrees latitude (g = 980.6199 gals.).
 TE0457
 TE0457.The modeled gravity was interpolated from observed gravity values.
 TE0457
 TE0457;                    North         East    Units  Estimated Accuracy
 TE0457;SPC ND N     -   163,980.      751,710.      MT  (+/- 180 meters Scaled)
 TE0457
 TE0457                          SUPERSEDED SURVEY CONTROL
 TE0457
 TE0457  NGVD 29 (??/??/92)  465.265  (m)         1526.46   (f) ADJ UNCH    2 0
 TE0457
 TE0457.Superseded values are not recommended for survey control.
 TE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0457.See file dsdata.txt to determine how the superseded data were derived.
 TE0457
 TE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU407672(NAD 83)
 TE0457_MARKER: DB = BENCH MARK DISK
 TE0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0457_STAMPING: J 412 1964
 TE0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0457+STABILITY: SURFACE MOTION
 TE0457
 TE0457  HISTORY     - Date     Condition        Report By
 TE0457  HISTORY     - 1964     MONUMENTED       CGS
 TE0457
 TE0457                          STATION DESCRIPTION
 TE0457
 TE0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0457'3.3 MI N FROM EDMORE.
 TE0457'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0457'AT EDMORE, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION
 TE0457'36, T 158 N, R 61 W, 57 FEET NORTHWEST OF THE CENTER OF THE
 TE0457'INTERSECTION OF THE NORTH-SOUTH GRAVELED ROAD WITH A GRAVELED ROAD
 TE0457'LEADING EAST AND A NARROW DIRT ROAD LEADING WEST, 52 FEET WEST OF THE
 TE0457'CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE DIRT
 TE0457'ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE,
 TE0457'1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0457'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0319 ***********************************************************************
 TE0319  DESIGNATION -  J 413
 TE0319  PID         -  TE0319
 TE0319  STATE/COUNTY-  ND/CAVALIER
 TE0319  USGS QUAD   -  OSNABROCK SW (1972)
 TE0319
 TE0319                         *CURRENT SURVEY CONTROL
 TE0319  ___________________________________________________________________
 TE0319* NAD 83(1986)-  48 36 57.     (N)    098 08 41.     (W)     SCALED    
 TE0319* NAVD 88     -       494.457  (meters)    1622.23   (feet)  ADJUSTED  
 TE0319  ___________________________________________________________________
 TE0319  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE0319  DYNAMIC HT  -         494.556 (meters)    1622.56  (feet)  COMP
 TE0319  MODELED GRAV-     980,794.2   (mgal)                       NAVD 88
 TE0319
 TE0319  VERT ORDER  -  SECOND    CLASS 0
 TE0319
 TE0319.The horizontal coordinates were scaled from a topographic map and have
 TE0319.an estimated accuracy of +/- 6 seconds.
 TE0319
 TE0319.The orthometric height was determined by differential leveling
 TE0319.and adjusted by the National Geodetic Survey in June 1991..
 TE0319
 TE0319.The geoid height was determined by GEOID03.
 TE0319
 TE0319.The dynamic height is computed by dividing the NAVD 88
 TE0319.geopotential number by the normal gravity value computed on the
 TE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0319.degrees latitude (g = 980.6199 gals.).
 TE0319
 TE0319.The modeled gravity was interpolated from observed gravity values.
 TE0319
 TE0319;                    North         East    Units  Estimated Accuracy
 TE0319;SPC ND N     -   182,310.      773,630.      MT  (+/- 180 meters Scaled)
 TE0319
 TE0319                          SUPERSEDED SURVEY CONTROL
 TE0319
 TE0319  NGVD 29 (??/??/92)  494.077  (m)         1620.98   (f) ADJ UNCH    2 0
 TE0319
 TE0319.Superseded values are not recommended for survey control.
 TE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0319.See file dsdata.txt to determine how the superseded data were derived.
 TE0319
 TE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU630851(NAD 83)
 TE0319_MARKER: DB = BENCH MARK DISK
 TE0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0319_STAMPING: J 413 1964
 TE0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0319+STABILITY: SURFACE MOTION
 TE0319
 TE0319  HISTORY     - Date     Condition        Report By
 TE0319  HISTORY     - 1964     MONUMENTED       CGS
 TE0319
 TE0319                          STATION DESCRIPTION
 TE0319
 TE0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0319'5.7 MI SW FROM MILTON.
 TE0319'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0319'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0319'THENCE 1.0 MILE SOUTH ALONG CAVALIER COUNTY ROAD 35, IN S 5, T 159 N,
 TE0319'R 58 W, 103 FEET WEST OF THE CENTER LINE OF THE ROAD, 104 FEET NORTH
 TE0319'OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 2 FEET WEST OF A
 TE0319'POWER POLE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 TE0319'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0319'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0303 ***********************************************************************
 TE0303  DESIGNATION -  J 414
 TE0303  PID         -  TE0303
 TE0303  STATE/COUNTY-  ND/CAVALIER
 TE0303  USGS QUAD   -  NEKOMA (1972)
 TE0303
 TE0303                         *CURRENT SURVEY CONTROL
 TE0303  ___________________________________________________________________
 TE0303* NAD 83(1986)-  48 36 05.     (N)    098 16 30.     (W)     SCALED    
 TE0303* NAVD 88     -       504.299  (meters)    1654.52   (feet)  ADJUSTED  
 TE0303  ___________________________________________________________________
 TE0303  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 TE0303  DYNAMIC HT  -         504.399 (meters)    1654.85  (feet)  COMP
 TE0303  MODELED GRAV-     980,792.7   (mgal)                       NAVD 88
 TE0303
 TE0303  VERT ORDER  -  SECOND    CLASS 0
 TE0303
 TE0303.The horizontal coordinates were scaled from a topographic map and have
 TE0303.an estimated accuracy of +/- 6 seconds.
 TE0303
 TE0303.The orthometric height was determined by differential leveling
 TE0303.and adjusted by the National Geodetic Survey in June 1991..
 TE0303
 TE0303.The geoid height was determined by GEOID03.
 TE0303
 TE0303.The dynamic height is computed by dividing the NAVD 88
 TE0303.geopotential number by the normal gravity value computed on the
 TE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0303.degrees latitude (g = 980.6199 gals.).
 TE0303
 TE0303.The modeled gravity was interpolated from observed gravity values.
 TE0303
 TE0303;                    North         East    Units  Estimated Accuracy
 TE0303;SPC ND N     -   180,420.      764,080.      MT  (+/- 180 meters Scaled)
 TE0303
 TE0303                          SUPERSEDED SURVEY CONTROL
 TE0303
 TE0303  NGVD 29 (??/??/92)  503.912  (m)         1653.25   (f) ADJ UNCH    2 0
 TE0303
 TE0303.Superseded values are not recommended for survey control.
 TE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0303.See file dsdata.txt to determine how the superseded data were derived.
 TE0303
 TE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU534833(NAD 83)
 TE0303_MARKER: DB = BENCH MARK DISK
 TE0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0303_STAMPING: J 414 1964
 TE0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0303+STABILITY: SURFACE MOTION
 TE0303
 TE0303  HISTORY     - Date     Condition        Report By
 TE0303  HISTORY     - 1964     MONUMENTED       CGS
 TE0303  HISTORY     - 1968     GOOD             DOD
 TE0303
 TE0303                          STATION DESCRIPTION
 TE0303
 TE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0303'12.7 MI SW FROM MILTON.
 TE0303'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0303'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0303'THENCE 6.0 MILES WEST ALONG CAVALIER COUNTY ROAD 66, THENCE 2.0 MILES
 TE0303'SOUTH ALONG A SECTION LINE ROAD, IN S 16, T 159 N, R 59 W, 58 FEET
 TE0303'WEST OF THE CENTER LINE OF THE ROAD, 38 FEET SOUTH OF THE CENTER LINE
 TE0303'OF AN EAST-WEST TRAIL ROAD, 1.1 FEET WEST OF A METAL WITNESS POST,
 TE0303'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0303'CONCRETE POST PROJECTING 5 INCHES.
 TE0303
 TE0303                          STATION RECOVERY (1968)
 TE0303
 TE0303'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0433 ***********************************************************************
 TD0433  DESIGNATION -  J 415
 TD0433  PID         -  TD0433
 TD0433  STATE/COUNTY-  ND/WALSH
 TD0433  USGS QUAD   -  EDINBURG NW (1972)
 TD0433
 TD0433                         *CURRENT SURVEY CONTROL
 TD0433  ___________________________________________________________________
 TD0433* NAD 83(1986)-  48 25 38.     (N)    097 57 52.     (W)     SCALED    
 TD0433* NAVD 88     -       433.318  (meters)    1421.64   (feet)  ADJUSTED  
 TD0433  ___________________________________________________________________
 TD0433  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0433  DYNAMIC HT  -         433.404 (meters)    1421.93  (feet)  COMP
 TD0433  MODELED GRAV-     980,795.7   (mgal)                       NAVD 88
 TD0433
 TD0433  VERT ORDER  -  SECOND    CLASS 0
 TD0433
 TD0433.The horizontal coordinates were scaled from a topographic map and have
 TD0433.an estimated accuracy of +/- 6 seconds.
 TD0433
 TD0433.The orthometric height was determined by differential leveling
 TD0433.and adjusted by the National Geodetic Survey in June 1991..
 TD0433
 TD0433.The geoid height was determined by GEOID03.
 TD0433
 TD0433.The dynamic height is computed by dividing the NAVD 88
 TD0433.geopotential number by the normal gravity value computed on the
 TD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0433.degrees latitude (g = 980.6199 gals.).
 TD0433
 TD0433.The modeled gravity was interpolated from observed gravity values.
 TD0433
 TD0433;                    North         East    Units  Estimated Accuracy
 TD0433;SPC ND N     -   161,770.      787,610.      MT  (+/- 180 meters Scaled)
 TD0433
 TD0433                          SUPERSEDED SURVEY CONTROL
 TD0433
 TD0433  NGVD 29 (??/??/92)  432.935  (m)         1420.39   (f) ADJ UNCH    2 0
 TD0433
 TD0433.Superseded values are not recommended for survey control.
 TD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0433.See file dsdata.txt to determine how the superseded data were derived.
 TD0433
 TD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU766643(NAD 83)
 TD0433_MARKER: DB = BENCH MARK DISK
 TD0433_SETTING: 80 = SET IN A BOULDER
 TD0433_SP_SET: BOULDER
 TD0433_STAMPING: J 415 1964
 TD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0433+STABILITY: SURFACE MOTION
 TD0433
 TD0433  HISTORY     - Date     Condition        Report By
 TD0433  HISTORY     - 1964     MONUMENTED       CGS
 TD0433  HISTORY     - 1968     GOOD             USAF
 TD0433
 TD0433                          STATION DESCRIPTION
 TD0433
 TD0433'DESCRIBED BY US AIR FORCE 1968
 TD0433'7.25 MI NE FROM ADAMS.
 TD0433'5.0 MILES EAST ALONG N.D. HWY. NO. 17 FROM THE CROSSING OF N.D. HWY.
 TD0433'NO. 17 AND THE SOO LINE R.R. AT ADAMS.  THENCE 2.25 MILES GENERALLY
 TD0433'NORTH AND EAST ALONG A GRAVELED ROAD, IN SECTION 11, T 157 N, R 57 W,
 TD0433'58 FEET NORTH OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A
 TD0433'BOULDER WHICH PROJECTS 1 1/2 FEET, 18 FEET NORTH OF A FENCE, 30 FEET
 TD0433'SOUTHWEST OF A ROCK PILE, 17.9 FEET NORTH OF A METAL WITNESS POST, AND
 TD0433'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1086 ***********************************************************************
 TE1086  DESIGNATION -  J 416
 TE1086  PID         -  TE1086
 TE1086  STATE/COUNTY-  ND/CAVALIER
 TE1086  USGS QUAD   -  HAMPDEN (1970)
 TE1086
 TE1086                         *CURRENT SURVEY CONTROL
 TE1086  ___________________________________________________________________
 TE1086* NAD 83(1986)-  48 33 49.     (N)    098 38 40.     (W)     SCALED    
 TE1086* NAVD 88     -       481.553  (meters)    1579.90   (feet)  ADJUSTED  
 TE1086  ___________________________________________________________________
 TE1086  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE1086  DYNAMIC HT  -         481.650 (meters)    1580.21  (feet)  COMP
 TE1086  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TE1086
 TE1086  VERT ORDER  -  SECOND    CLASS 0
 TE1086
 TE1086.The horizontal coordinates were scaled from a topographic map and have
 TE1086.an estimated accuracy of +/- 6 seconds.
 TE1086
 TE1086.The orthometric height was determined by differential leveling
 TE1086.and adjusted by the National Geodetic Survey in June 1991..
 TE1086
 TE1086.The geoid height was determined by GEOID03.
 TE1086
 TE1086.The dynamic height is computed by dividing the NAVD 88
 TE1086.geopotential number by the normal gravity value computed on the
 TE1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1086.degrees latitude (g = 980.6199 gals.).
 TE1086
 TE1086.The modeled gravity was interpolated from observed gravity values.
 TE1086
 TE1086;                    North         East    Units  Estimated Accuracy
 TE1086;SPC ND N     -   175,500.      736,940.      MT  (+/- 180 meters Scaled)
 TE1086
 TE1086                          SUPERSEDED SURVEY CONTROL
 TE1086
 TE1086  NGVD 29 (??/??/92)  481.160  (m)         1578.61   (f) ADJ UNCH    2 0
 TE1086
 TE1086.Superseded values are not recommended for survey control.
 TE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1086.See file dsdata.txt to determine how the superseded data were derived.
 TE1086
 TE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU262790(NAD 83)
 TE1086_MARKER: DB = BENCH MARK DISK
 TE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1086_STAMPING: J 416 1964
 TE1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1086+STABILITY: SURFACE MOTION
 TE1086
 TE1086  HISTORY     - Date     Condition        Report By
 TE1086  HISTORY     - 1964     MONUMENTED       CGS
 TE1086  HISTORY     - 1985     MARK NOT FOUND   DMA
 TE1086
 TE1086                          STATION DESCRIPTION
 TE1086
 TE1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1086'2.0 MI NE FROM HAMPDEN.
 TE1086'ABOUT 0.6 MILE NORTHEAST ALONG COUNTY ROAD 3 FROM THE GREAT NORTHERN
 TE1086'RAILWAY STATION AT HAMPDEN, THENCE 1.4 MILES NORTH ALONG A GRAVELED
 TE1086'ROAD, IN SECTION 28, T 159 N, R 62 W, 91 FEET WEST OF THE CENTER LINE
 TE1086'OF THE ROAD, 57 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 TE1086'LEADING WEST, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TE1086'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TE1086
 TE1086                          STATION RECOVERY (1985)
 TE1086
 TE1086'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 TE1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0441 ***********************************************************************
 TE0441  DESIGNATION -  J 417
 TE0441  PID         -  TE0441
 TE0441  STATE/COUNTY-  ND/WALSH
 TE0441  USGS QUAD   -  ADAMS (1972)
 TE0441
 TE0441                         *CURRENT SURVEY CONTROL
 TE0441  ___________________________________________________________________
 TE0441* NAD 83(1986)-  48 29 06.     (N)    098 00 36.     (W)     SCALED    
 TE0441* NAVD 88     -       455.537  (meters)    1494.54   (feet)  ADJUSTED  
 TE0441  ___________________________________________________________________
 TE0441  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 TE0441  DYNAMIC HT  -         455.624 (meters)    1494.83  (feet)  COMP
 TE0441  MODELED GRAV-     980,789.3   (mgal)                       NAVD 88
 TE0441
 TE0441  VERT ORDER  -  SECOND    CLASS 0
 TE0441
 TE0441.The horizontal coordinates were scaled from a topographic map and have
 TE0441.an estimated accuracy of +/- 6 seconds.
 TE0441
 TE0441.The orthometric height was determined by differential leveling
 TE0441.and adjusted by the National Geodetic Survey in June 1991..
 TE0441
 TE0441.The geoid height was determined by GEOID03.
 TE0441
 TE0441.The dynamic height is computed by dividing the NAVD 88
 TE0441.geopotential number by the normal gravity value computed on the
 TE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0441.degrees latitude (g = 980.6199 gals.).
 TE0441
 TE0441.The modeled gravity was interpolated from observed gravity values.
 TE0441
 TE0441;                    North         East    Units  Estimated Accuracy
 TE0441;SPC ND N     -   168,080.      784,030.      MT  (+/- 180 meters Scaled)
 TE0441
 TE0441                          SUPERSEDED SURVEY CONTROL
 TE0441
 TE0441  NGVD 29 (??/??/92)  455.153  (m)         1493.28   (f) ADJ UNCH    2 0
 TE0441
 TE0441.Superseded values are not recommended for survey control.
 TE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0441.See file dsdata.txt to determine how the superseded data were derived.
 TE0441
 TE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU731706(NAD 83)
 TE0441_MARKER: DB = BENCH MARK DISK
 TE0441_SETTING: 66 = SET IN ROCK OUTCROP
 TE0441_SP_SET: GRANITE ROCK
 TE0441_STAMPING: J 417 1964
 TE0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE0441+STABILITY: POSITION/ELEVATION WELL
 TE0441
 TE0441  HISTORY     - Date     Condition        Report By
 TE0441  HISTORY     - 1964     MONUMENTED       CGS
 TE0441
 TE0441                          STATION DESCRIPTION
 TE0441
 TE0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0441'7.2 MI W FROM EDINBURG.
 TE0441'ABOUT 7.2 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TE0441'EDINBURG, IN SECTION 28, T 158 N, R 57 W, ABOUT 0.5 MILE WEST OF A
 TE0441'BRIDGE OVER TIBER CREEK, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 TE0441'SET IN THE TOP OF THE EAST END OF A GRANITE ROCK WHICH HAS A 2-FOOT
 TE0441'SQUARE AT THE EAST END EXPOSED, 1 FOOT WEST OF THE EAST END OF THE
 TE0441'ROCK WHICH IS AT THE HEAD OF A DEEP RAVINE LEADING NORTH FROM THE
 TE0441'ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0484 ***********************************************************************
 TD0484  DESIGNATION -  J 418
 TD0484  PID         -  TD0484
 TD0484  STATE/COUNTY-  ND/WALSH
 TD0484  USGS QUAD   -  INKSTER NE (1963)
 TD0484
 TD0484                         *CURRENT SURVEY CONTROL
 TD0484  ___________________________________________________________________
 TD0484* NAD 83(1986)-  48 14 17.     (N)    097 37 19.     (W)     SCALED    
 TD0484* NAVD 88     -       284.793  (meters)     934.36   (feet)  ADJUSTED  
 TD0484  ___________________________________________________________________
 TD0484  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 TD0484  DYNAMIC HT  -         284.855 (meters)     934.56  (feet)  COMP
 TD0484  MODELED GRAV-     980,820.0   (mgal)                       NAVD 88
 TD0484
 TD0484  VERT ORDER  -  SECOND    CLASS 0
 TD0484
 TD0484.The horizontal coordinates were scaled from a topographic map and have
 TD0484.an estimated accuracy of +/- 6 seconds.
 TD0484
 TD0484.The orthometric height was determined by differential leveling
 TD0484.and adjusted by the National Geodetic Survey in June 1991..
 TD0484
 TD0484.The geoid height was determined by GEOID03.
 TD0484
 TD0484.The dynamic height is computed by dividing the NAVD 88
 TD0484.geopotential number by the normal gravity value computed on the
 TD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0484.degrees latitude (g = 980.6199 gals.).
 TD0484
 TD0484.The modeled gravity was interpolated from observed gravity values.
 TD0484
 TD0484;                    North         East    Units  Estimated Accuracy
 TD0484;SPC ND N     -   141,640.      813,720.      MT  (+/- 180 meters Scaled)
 TD0484
 TD0484                          SUPERSEDED SURVEY CONTROL
 TD0484
 TD0484  NGVD 29 (??/??/92)  284.455  (m)          933.25   (f) ADJ UNCH    2 0
 TD0484
 TD0484.Superseded values are not recommended for survey control.
 TD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0484.See file dsdata.txt to determine how the superseded data were derived.
 TD0484
 TD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU023436(NAD 83)
 TD0484_MARKER: DB = BENCH MARK DISK
 TD0484_SETTING: 80 = SET IN A BOULDER
 TD0484_SP_SET: BOULDER
 TD0484_STAMPING: J 418 1964
 TD0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0484+STABILITY: SURFACE MOTION
 TD0484
 TD0484  HISTORY     - Date     Condition        Report By
 TD0484  HISTORY     - 1964     MONUMENTED       CGS
 TD0484
 TD0484                          STATION DESCRIPTION
 TD0484
 TD0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0484'8.8 MI SE FROM PISEK.
 TD0484'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 18 FROM THE SCHOOL AT PISEK,
 TD0484'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 20, T 155 N, R 54
 TD0484'W, 135 FEET SOUTHEAST OF THE CENTER OF A DIRT ROAD INTERSECTION, 59
 TD0484'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 119 FEET SOUTH OF THE
 TD0484'CENTER LINE OF THE ROAD LEADING EAST, SET IN THE TOP OF AN EMBEDDED
 TD0484'BOULDER THAT IS FLUSH WITH THE GROUND, 70 FEET SOUTHEAST OF THE EAST
 TD0484'END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 58 1/2 FEET
 TD0484'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND ABOUT 5 FEET BELOW THE
 TD0484'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0529 ***********************************************************************
 TE0529  DESIGNATION -  J 419
 TE0529  PID         -  TE0529
 TE0529  STATE/COUNTY-  ND/RAMSEY
 TE0529  USGS QUAD   -  LAWTON (1972)
 TE0529
 TE0529                         *CURRENT SURVEY CONTROL
 TE0529  ___________________________________________________________________
 TE0529* NAD 83(1986)-  48 18 41.     (N)    098 18 49.     (W)     SCALED    
 TE0529* NAVD 88     -       466.554  (meters)    1530.69   (feet)  ADJUSTED  
 TE0529  ___________________________________________________________________
 TE0529  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0529  DYNAMIC HT  -         466.644 (meters)    1530.98  (feet)  COMP
 TE0529  MODELED GRAV-     980,789.9   (mgal)                       NAVD 88
 TE0529
 TE0529  VERT ORDER  -  SECOND    CLASS 0
 TE0529
 TE0529.The horizontal coordinates were scaled from a topographic map and have
 TE0529.an estimated accuracy of +/- 6 seconds.
 TE0529
 TE0529.The orthometric height was determined by differential leveling
 TE0529.and adjusted by the National Geodetic Survey in June 1991..
 TE0529
 TE0529.The geoid height was determined by GEOID03.
 TE0529
 TE0529.The dynamic height is computed by dividing the NAVD 88
 TE0529.geopotential number by the normal gravity value computed on the
 TE0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0529.degrees latitude (g = 980.6199 gals.).
 TE0529
 TE0529.The modeled gravity was interpolated from observed gravity values.
 TE0529
 TE0529;                    North         East    Units  Estimated Accuracy
 TE0529;SPC ND N     -   148,110.      762,150.      MT  (+/- 180 meters Scaled)
 TE0529
 TE0529                          SUPERSEDED SURVEY CONTROL
 TE0529
 TE0529  NGVD 29 (??/??/92)  466.181  (m)         1529.46   (f) ADJ UNCH    2 0
 TE0529
 TE0529.Superseded values are not recommended for survey control.
 TE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0529.See file dsdata.txt to determine how the superseded data were derived.
 TE0529
 TE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU508511(NAD 83)
 TE0529_MARKER: DB = BENCH MARK DISK
 TE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0529_STAMPING: J 419 1964
 TE0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0529+STABILITY: SURFACE MOTION
 TE0529
 TE0529  HISTORY     - Date     Condition        Report By
 TE0529  HISTORY     - 1964     MONUMENTED       CGS
 TE0529
 TE0529                          STATION DESCRIPTION
 TE0529
 TE0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0529'3.2 MI NE FROM LAWTON.
 TE0529'ABOUT 3.2 MILES NORTHEAST ALONG COUNTY ROADS 8 AND 15 FROM THE GREAT
 TE0529'NORTHERN RAILWAY STATION AT LAWTON, IN S 24, T 156 N, R 60 W, ABOUT
 TE0529'1.0 MILE WEST OF THE RAMSEY-WALSH COUNTY LINE, 111 FEET NORTHEAST OF
 TE0529'THE CENTER OF A GRAVELED ROAD INTERSECTION, 97 FEET NORTH OF THE
 TE0529'CENTER LINE OF THE ROAD LEADING EAST, 52 FEET EAST OF THE CENTER LINE
 TE0529'OF THE ROAD LEADING NORTH, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TE0529'ABOUT 4 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 TE0529'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0024 ***********************************************************************
 RR0024  DESIGNATION -  J 42
 RR0024  PID         -  RR0024
 RR0024  STATE/COUNTY-  ND/EMMONS
 RR0024  USGS QUAD   -  BRADDOCK (1975)
 RR0024
 RR0024                         *CURRENT SURVEY CONTROL
 RR0024  ___________________________________________________________________
 RR0024* NAD 83(1986)-  46 33 36.     (N)    100 01 26.     (W)     SCALED    
 RR0024* NAVD 88     -       572.178  (meters)    1877.22   (feet)  ADJUSTED  
 RR0024  ___________________________________________________________________
 RR0024  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 RR0024  DYNAMIC HT  -         572.180 (meters)    1877.23  (feet)  COMP
 RR0024  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 RR0024
 RR0024  VERT ORDER  -  SECOND    CLASS 0
 RR0024
 RR0024.The horizontal coordinates were scaled from a topographic map and have
 RR0024.an estimated accuracy of +/- 6 seconds.
 RR0024
 RR0024.The orthometric height was determined by differential leveling
 RR0024.and adjusted by the National Geodetic Survey in June 1991..
 RR0024
 RR0024.The geoid height was determined by GEOID03.
 RR0024
 RR0024.The dynamic height is computed by dividing the NAVD 88
 RR0024.geopotential number by the normal gravity value computed on the
 RR0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0024.degrees latitude (g = 980.6199 gals.).
 RR0024
 RR0024.The modeled gravity was interpolated from observed gravity values.
 RR0024
 RR0024;                    North         East    Units  Estimated Accuracy
 RR0024;SPC ND S     -    99,410.      636,510.      MT  (+/- 180 meters Scaled)
 RR0024
 RR0024                          SUPERSEDED SURVEY CONTROL
 RR0024
 RR0024  NGVD 29 (??/??/92)  571.758  (m)         1875.84   (f) ADJ UNCH    2 0
 RR0024
 RR0024.Superseded values are not recommended for survey control.
 RR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0024.See file dsdata.txt to determine how the superseded data were derived.
 RR0024
 RR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS215567(NAD 83)
 RR0024_MARKER: DB = BENCH MARK DISK
 RR0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0024_STAMPING: J 42 1934
 RR0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0024+STABILITY: SURFACE MOTION
 RR0024
 RR0024  HISTORY     - Date     Condition        Report By
 RR0024  HISTORY     - 1934     MONUMENTED       CGS
 RR0024  HISTORY     - 1959     GOOD             NGS
 RR0024
 RR0024                          STATION DESCRIPTION
 RR0024
 RR0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RR0024'3.7 MI W FROM KINTYRE.
 RR0024'3.7 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RR0024'RAILWAY FROM THE STATION AT KINTYRE, EMMONS COUNTY, AT MILEPOST 376,
 RR0024'ABOUT 5 POLES WEST OF A PUBLIC-ROAD CROSSING, ABOUT 1/2 POLE WEST OF A
 RR0024'RAIL REST, 45 FEET SOUTH OF THE CENTER LINE OF A HIGHWAY PARALLELING
 RR0024'THE TRACK, 42 FEET NORTH OF THE CENTER LINE OF THE TRACK, 4 FEET EAST
 RR0024'OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A STANDARD DISK,
 RR0024'STAMPED J 42 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK
 RR0024'IS 9-1/2 FEET EAST OF MILEPOST 376.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 RR0024'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0450 ***********************************************************************
 TD0450  DESIGNATION -  J 420
 TD0450  PID         -  TD0450
 TD0450  STATE/COUNTY-  ND/WALSH
 TD0450  USGS QUAD   -  LANKIN (1972)
 TD0450
 TD0450                         *CURRENT SURVEY CONTROL
 TD0450  ___________________________________________________________________
 TD0450* NAD 83(1986)-  48 18 37.     (N)    097 58 54.     (W)     SCALED    
 TD0450* NAVD 88     -       448.977  (meters)    1473.02   (feet)  ADJUSTED  
 TD0450  ___________________________________________________________________
 TD0450  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 TD0450  DYNAMIC HT  -         449.064 (meters)    1473.30  (feet)  COMP
 TD0450  MODELED GRAV-     980,791.4   (mgal)                       NAVD 88
 TD0450
 TD0450  VERT ORDER  -  SECOND    CLASS 0
 TD0450
 TD0450.The horizontal coordinates were scaled from a topographic map and have
 TD0450.an estimated accuracy of +/- 6 seconds.
 TD0450
 TD0450.The orthometric height was determined by differential leveling
 TD0450.and adjusted by the National Geodetic Survey in June 1991..
 TD0450
 TD0450.The geoid height was determined by GEOID03.
 TD0450
 TD0450.The dynamic height is computed by dividing the NAVD 88
 TD0450.geopotential number by the normal gravity value computed on the
 TD0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0450.degrees latitude (g = 980.6199 gals.).
 TD0450
 TD0450.The modeled gravity was interpolated from observed gravity values.
 TD0450
 TD0450;                    North         East    Units  Estimated Accuracy
 TD0450;SPC ND N     -   148,730.      786,760.      MT  (+/- 180 meters Scaled)
 TD0450
 TD0450                          SUPERSEDED SURVEY CONTROL
 TD0450
 TD0450  NGVD 29 (??/??/92)  448.604  (m)         1471.80   (f) ADJ UNCH    2 0
 TD0450
 TD0450.Superseded values are not recommended for survey control.
 TD0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0450.See file dsdata.txt to determine how the superseded data were derived.
 TD0450
 TD0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU755512(NAD 83)
 TD0450_MARKER: DB = BENCH MARK DISK
 TD0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0450_STAMPING: J 420 1964
 TD0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0450+STABILITY: SURFACE MOTION
 TD0450
 TD0450  HISTORY     - Date     Condition        Report By
 TD0450  HISTORY     - 1964     MONUMENTED       CGS
 TD0450  HISTORY     - 1967     GOOD             NGS
 TD0450
 TD0450                          STATION DESCRIPTION
 TD0450
 TD0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0450'2.7 MI W FROM LANKIN.
 TD0450'ABOUT 2.7 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0450'ELEVATOR, IN S 28, T 156 N, R 57 W, 118 FEET SOUTHWEST OF THE CENTER
 TD0450'OF THE JUNCTION OF A GRAVELED DRIVE LEADING SOUTH, 105 FEET SOUTH OF
 TD0450'THE CENTER LINE OF THE ROAD, 52 FEET WEST OF THE CENTER LINE OF THE
 TD0450'DRIVE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TD0450'DRIVE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TD0450'A CONCRETE POST PROJECTING 5 INCHES.
 TD0450
 TD0450                          STATION RECOVERY (1967)
 TD0450
 TD0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TD0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0352 ***********************************************************************
 RQ0352  DESIGNATION -  J 43
 RQ0352  PID         -  RQ0352
 RQ0352  STATE/COUNTY-  ND/LOGAN
 RQ0352  USGS QUAD   -  GUYSON (1982)
 RQ0352
 RQ0352                         *CURRENT SURVEY CONTROL
 RQ0352  ___________________________________________________________________
 RQ0352* NAD 83(1986)-  46 19 25.     (N)    099 07 55.     (W)     SCALED    
 RQ0352* NAVD 88     -       622.737  (meters)    2043.10   (feet)  ADJUSTED  
 RQ0352  ___________________________________________________________________
 RQ0352  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 RQ0352  DYNAMIC HT  -         622.709 (meters)    2043.00  (feet)  COMP
 RQ0352  MODELED GRAV-     980,550.4   (mgal)                       NAVD 88
 RQ0352
 RQ0352  VERT ORDER  -  SECOND    CLASS 0
 RQ0352
 RQ0352.The horizontal coordinates were scaled from a topographic map and have
 RQ0352.an estimated accuracy of +/- 6 seconds.
 RQ0352
 RQ0352.The orthometric height was determined by differential leveling
 RQ0352.and adjusted by the National Geodetic Survey in June 1991..
 RQ0352
 RQ0352.The geoid height was determined by GEOID03.
 RQ0352
 RQ0352.The dynamic height is computed by dividing the NAVD 88
 RQ0352.geopotential number by the normal gravity value computed on the
 RQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0352.degrees latitude (g = 980.6199 gals.).
 RQ0352
 RQ0352.The modeled gravity was interpolated from observed gravity values.
 RQ0352
 RQ0352;                    North         East    Units  Estimated Accuracy
 RQ0352;SPC ND S     -    73,940.      705,350.      MT  (+/- 180 meters Scaled)
 RQ0352
 RQ0352                          SUPERSEDED SURVEY CONTROL
 RQ0352
 RQ0352  NGVD 29 (??/??/92)  622.296  (m)         2041.65   (f) ADJ UNCH    2 0
 RQ0352
 RQ0352.Superseded values are not recommended for survey control.
 RQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0352.See file dsdata.txt to determine how the superseded data were derived.
 RQ0352
 RQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS898300(NAD 83)
 RQ0352_MARKER: DB = BENCH MARK DISK
 RQ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0352_STAMPING: J 43 1934
 RQ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0352+STABILITY: SURFACE MOTION
 RQ0352
 RQ0352  HISTORY     - Date     Condition        Report By
 RQ0352  HISTORY     - 1934     MONUMENTED       CGS
 RQ0352  HISTORY     - 1959     GOOD             NGS
 RQ0352
 RQ0352                          STATION DESCRIPTION
 RQ0352
 RQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0352'1.9 MI W FROM FREDONIA.
 RQ0352'1.9 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE MARIE
 RQ0352'RAILROAD FROM THE STATION AT FREDONIA, LOGAN COUNTY, 6 POLES WEST OF
 RQ0352'MILEPOST 319, AT A PUBLIC-ROAD CROSSING, 40 FEET NORTHWEST OF THE
 RQ0352'CENTERLINE OF THE ROAD, MIDWAY BETWEEN THE ROAD ON THE WEST AND THE
 RQ0352'BROW OF A HILL ON THE EAST, 5 FEET SOUTHWEST OF A POLE, AND ABOUT 2
 RQ0352'FEET LOWER THAN THE RAIL.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 RQ0352'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.  NOTE-- THE MARK IS
 RQ0352'40 FEET NORTHWEST OF THE CENTERLINE OF THE RAILROAD INSTEAD OF
 RQ0352'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0537 ***********************************************************************
 SL0537  DESIGNATION -  J 434
 SL0537  PID         -  SL0537
 SL0537  STATE/COUNTY-  ND/TRAILL
 SL0537  USGS QUAD   -  HILLSBORO NW (1967)
 SL0537
 SL0537                         *CURRENT SURVEY CONTROL
 SL0537  ___________________________________________________________________
 SL0537* NAD 83(1986)-  47 29 51.     (N)    097 10 42.     (W)     SCALED    
 SL0537* NAVD 88     -       295.233  (meters)     968.61   (feet)  ADJUSTED  
 SL0537  ___________________________________________________________________
 SL0537  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 SL0537  DYNAMIC HT  -         295.274 (meters)     968.74  (feet)  COMP
 SL0537  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 SL0537
 SL0537  VERT ORDER  -  SECOND    CLASS 0
 SL0537
 SL0537.The horizontal coordinates were scaled from a topographic map and have
 SL0537.an estimated accuracy of +/- 6 seconds.
 SL0537
 SL0537.The orthometric height was determined by differential leveling
 SL0537.and adjusted by the National Geodetic Survey in June 1991..
 SL0537
 SL0537.The geoid height was determined by GEOID03.
 SL0537
 SL0537.The dynamic height is computed by dividing the NAVD 88
 SL0537.geopotential number by the normal gravity value computed on the
 SL0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0537.degrees latitude (g = 980.6199 gals.).
 SL0537
 SL0537.The modeled gravity was interpolated from observed gravity values.
 SL0537
 SL0537;                    North         East    Units  Estimated Accuracy
 SL0537;SPC ND N     -    60,710.      850,200.      MT  (+/- 180 meters Scaled)
 SL0537
 SL0537                          SUPERSEDED SURVEY CONTROL
 SL0537
 SL0537  NGVD 29 (??/??/92)  294.883  (m)          967.46   (f) ADJ UNCH    2 0
 SL0537
 SL0537.Superseded values are not recommended for survey control.
 SL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0537.See file dsdata.txt to determine how the superseded data were derived.
 SL0537
 SL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT372620(NAD 83)
 SL0537_MARKER: DB = BENCH MARK DISK
 SL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0537_STAMPING: J 434 1964
 SL0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0537+STABILITY: SURFACE MOTION
 SL0537
 SL0537  HISTORY     - Date     Condition        Report By
 SL0537  HISTORY     - 1964     MONUMENTED       CGS
 SL0537
 SL0537                          STATION DESCRIPTION
 SL0537
 SL0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0537'5.8 MI W FROM CUMMINGS.
 SL0537'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0537'CUMMINGS, THENCE 4.6 MILES WEST ALONG STATE HIGHWAY 7, IN S 5, T 146
 SL0537'N, R 51 W, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 145 FEET
 SL0537'WEST OF THE CENTER LINE OF TRAILL COUNTY ROAD 10, 2 FEET EAST OF A
 SL0537'TELEPHONE POLE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 SL0537'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SL0537'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0905 ***********************************************************************
 SL0905  DESIGNATION -  J 435
 SL0905  PID         -  SL0905
 SL0905  STATE/COUNTY-  ND/STEELE
 SL0905  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0905
 SL0905                         *CURRENT SURVEY CONTROL
 SL0905  ___________________________________________________________________
 SL0905* NAD 83(1986)-  47 31 37.     (N)    097 32 14.     (W)     SCALED    
 SL0905* NAVD 88     -       327.541  (meters)    1074.61   (feet)  ADJUSTED  
 SL0905  ___________________________________________________________________
 SL0905  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL0905  DYNAMIC HT  -         327.582 (meters)    1074.74  (feet)  COMP
 SL0905  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 SL0905
 SL0905  VERT ORDER  -  SECOND    CLASS 0
 SL0905
 SL0905.The horizontal coordinates were scaled from a topographic map and have
 SL0905.an estimated accuracy of +/- 6 seconds.
 SL0905
 SL0905.The orthometric height was determined by differential leveling
 SL0905.and adjusted by the National Geodetic Survey in June 1991..
 SL0905
 SL0905.The geoid height was determined by GEOID03.
 SL0905
 SL0905.The dynamic height is computed by dividing the NAVD 88
 SL0905.geopotential number by the normal gravity value computed on the
 SL0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0905.degrees latitude (g = 980.6199 gals.).
 SL0905
 SL0905.The modeled gravity was interpolated from observed gravity values.
 SL0905
 SL0905;                    North         East    Units  Estimated Accuracy
 SL0905;SPC ND N     -    62,880.      823,050.      MT  (+/- 180 meters Scaled)
 SL0905
 SL0905                          SUPERSEDED SURVEY CONTROL
 SL0905
 SL0905  NGVD 29 (??/??/92)  327.192  (m)         1073.46   (f) ADJ UNCH    2 0
 SL0905
 SL0905.Superseded values are not recommended for survey control.
 SL0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0905.See file dsdata.txt to determine how the superseded data were derived.
 SL0905
 SL0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT101647(NAD 83)
 SL0905_MARKER: DB = BENCH MARK DISK
 SL0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0905_STAMPING: J 435 1964
 SL0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0905+STABILITY: SURFACE MOTION
 SL0905
 SL0905  HISTORY     - Date     Condition        Report By
 SL0905  HISTORY     - 1964     MONUMENTED       CGS
 SL0905  HISTORY     - 1968     GOOD             DOD
 SL0905  HISTORY     - 20000822 GOOD             NDHD
 SL0905
 SL0905                          STATION DESCRIPTION
 SL0905
 SL0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0905'9.65 MI NW FROM PORTLAND.
 SL0905'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE
 SL0905'GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 1.0 MILE NORTH
 SL0905'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 SL0905'THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 7, IN SECTION 28, T 147 N, R
 SL0905'54 W, AT AN INTERSECTION OF THE HIGHWAY, A TRAIL ROAD LEADING SOUTH
 SL0905'AND A GRAVELED ROAD LEADING NORTH, 102 FEET SOUTH OF THE CENTER LINE
 SL0905'OF THE HIGHWAY, 48 FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD, 3
 SL0905'FEET EAST OF A POWER POLE, 1.6 FEET WEST OF A METAL WITNESS POST,
 SL0905'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 SL0905'PROJECTING 8 INCHES.
 SL0905
 SL0905                          STATION RECOVERY (1968)
 SL0905
 SL0905'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0905'RECOVERED IN GOOD CONDITION.
 SL0905
 SL0905                          STATION RECOVERY (2000)
 SL0905
 SL0905'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0905'STAMPED 'J 435 1964'
 SL0905' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1339 ***********************************************************************
 TE1339  DESIGNATION -  J 436
 TE1339  PID         -  TE1339
 TE1339  STATE/COUNTY-  ND/PIERCE
 TE1339  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1339
 TE1339                         *CURRENT SURVEY CONTROL
 TE1339  ___________________________________________________________________
 TE1339* NAD 83(1986)-  48 21 45.     (N)    099 52 17.     (W)     SCALED    
 TE1339* NAVD 88     -       477.888  (meters)    1567.87   (feet)  ADJUSTED  
 TE1339  ___________________________________________________________________
 TE1339  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 TE1339  DYNAMIC HT  -         477.980 (meters)    1568.17  (feet)  COMP
 TE1339  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TE1339
 TE1339  VERT ORDER  -  FIRST     CLASS II
 TE1339
 TE1339.The horizontal coordinates were scaled from a topographic map and have
 TE1339.an estimated accuracy of +/- 6 seconds.
 TE1339
 TE1339.The orthometric height was determined by differential leveling
 TE1339.and adjusted by the National Geodetic Survey in June 1991..
 TE1339
 TE1339.The geoid height was determined by GEOID03.
 TE1339
 TE1339.The dynamic height is computed by dividing the NAVD 88
 TE1339.geopotential number by the normal gravity value computed on the
 TE1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1339.degrees latitude (g = 980.6199 gals.).
 TE1339
 TE1339.The modeled gravity was interpolated from observed gravity values.
 TE1339
 TE1339;                    North         East    Units  Estimated Accuracy
 TE1339;SPC ND N     -   151,680.      646,580.      MT  (+/- 180 meters Scaled)
 TE1339
 TE1339                          SUPERSEDED SURVEY CONTROL
 TE1339
 TE1339  NGVD 29 (??/??/92)  477.532  (m)         1566.70   (f) ADJ UNCH    1 2
 TE1339
 TE1339.Superseded values are not recommended for survey control.
 TE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1339.See file dsdata.txt to determine how the superseded data were derived.
 TE1339
 TE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU354569(NAD 83)
 TE1339_MARKER: DB = BENCH MARK DISK
 TE1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1339_STAMPING: J 436 1964
 TE1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1339+STABILITY: SURFACE MOTION
 TE1339
 TE1339  HISTORY     - Date     Condition        Report By
 TE1339  HISTORY     - 1964     MONUMENTED       CGS
 TE1339  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1339
 TE1339                          STATION DESCRIPTION
 TE1339
 TE1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1339'3.1 MI W FROM PLEASANT LAKE.
 TE1339'ABOUT 3.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1339'AT PLEASANT LAKE, IN S 2, T 156 N, R 72 W, 17 1/2 POLES WEST OF
 TE1339'MILEPOST 136, 5 1/2 POLES WEST OF A ROAD CROSSING, 100 FEET SOUTH OF
 TE1339'THE SOUTH RAIL, 2 1/2 FEET NORTH OF A TELEGRAPH POLE, 1.5 FEET EAST OF
 TE1339'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND
 TE1339'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 TE1339
 TE1339                          STATION RECOVERY (1982)
 TE1339
 TE1339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1339'NOT RECOVERED, NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0196 ***********************************************************************
 TF0196  DESIGNATION -  J 437
 TF0196  PID         -  TF0196
 TF0196  STATE/COUNTY-  ND/MCHENRY
 TF0196  USGS QUAD   -  TOWNER (1980)
 TF0196
 TF0196                         *CURRENT SURVEY CONTROL
 TF0196  ___________________________________________________________________
 TF0196* NAD 83(1986)-  48 20 41.     (N)    100 25 10.     (W)     SCALED    
 TF0196* NAVD 88     -       447.984  (meters)    1469.76   (feet)  ADJUSTED  
 TF0196  ___________________________________________________________________
 TF0196  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0196  DYNAMIC HT  -         448.075 (meters)    1470.06  (feet)  COMP
 TF0196  MODELED GRAV-     980,800.7   (mgal)                       NAVD 88
 TF0196
 TF0196  VERT ORDER  -  FIRST     CLASS II
 TF0196
 TF0196.The horizontal coordinates were scaled from a topographic map and have
 TF0196.an estimated accuracy of +/- 6 seconds.
 TF0196
 TF0196.The orthometric height was determined by differential leveling
 TF0196.and adjusted by the National Geodetic Survey in June 1991..
 TF0196
 TF0196.The geoid height was determined by GEOID03.
 TF0196
 TF0196.The dynamic height is computed by dividing the NAVD 88
 TF0196.geopotential number by the normal gravity value computed on the
 TF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0196.degrees latitude (g = 980.6199 gals.).
 TF0196
 TF0196.The modeled gravity was interpolated from observed gravity values.
 TF0196
 TF0196;                    North         East    Units  Estimated Accuracy
 TF0196;SPC ND N     -   149,510.      605,970.      MT  (+/- 180 meters Scaled)
 TF0196
 TF0196                          SUPERSEDED SURVEY CONTROL
 TF0196
 TF0196  NGVD 29 (??/??/92)  447.613  (m)         1468.54   (f) ADJ UNCH    1 2
 TF0196
 TF0196.Superseded values are not recommended for survey control.
 TF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0196.See file dsdata.txt to determine how the superseded data were derived.
 TF0196
 TF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU948555(NAD 83)
 TF0196_MARKER: DB = BENCH MARK DISK
 TF0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0196_STAMPING: J 437 1964
 TF0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0196+STABILITY: SURFACE MOTION
 TF0196
 TF0196  HISTORY     - Date     Condition        Report By
 TF0196  HISTORY     - 1964     MONUMENTED       CGS
 TF0196  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0196
 TF0196                          STATION DESCRIPTION
 TF0196
 TF0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0196'0.6 MI W FROM TOWNER.
 TF0196'ABOUT 0.6 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0196'AT TOWNER, IN S 10, T 156 N, R 76 W, 1 POLE EAST OF MILEPOST 162, 8
 TF0196'RAILS WEST OF THE SOUTHWEST POINT OF A Y-JUNCTION, 45 FEET SOUTH OF
 TF0196'THE SOUTH RAIL, 120 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 5
 TF0196'FEET NORTH OF A TELEGRAPH POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET EAST
 TF0196'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 TF0196'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF0196
 TF0196                          STATION RECOVERY (1982)
 TF0196
 TF0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0196'NOT SEARCHED FOR DURING THIS SURVEY.  OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1364 ***********************************************************************
 TE1364  DESIGNATION -  J 438
 TE1364  PID         -  TE1364
 TE1364  STATE/COUNTY-  ND/PIERCE
 TE1364  USGS QUAD   -  RUGBY (1980)
 TE1364
 TE1364                         *CURRENT SURVEY CONTROL
 TE1364  ___________________________________________________________________
 TE1364* NAD 83(1986)-  48 19 34.     (N)    099 59 53.     (W)     SCALED    
 TE1364* NAVD 88     -       476.033  (meters)    1561.78   (feet)  ADJUSTED  
 TE1364  ___________________________________________________________________
 TE1364  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 TE1364  DYNAMIC HT  -         476.125 (meters)    1562.09  (feet)  COMP
 TE1364  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TE1364
 TE1364  VERT ORDER  -  SECOND    CLASS 0
 TE1364
 TE1364.The horizontal coordinates were scaled from a topographic map and have
 TE1364.an estimated accuracy of +/- 6 seconds.
 TE1364
 TE1364.The orthometric height was determined by differential leveling
 TE1364.and adjusted by the National Geodetic Survey in June 1991..
 TE1364
 TE1364.The geoid height was determined by GEOID03.
 TE1364
 TE1364.The dynamic height is computed by dividing the NAVD 88
 TE1364.geopotential number by the normal gravity value computed on the
 TE1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1364.degrees latitude (g = 980.6199 gals.).
 TE1364
 TE1364.The modeled gravity was interpolated from observed gravity values.
 TE1364
 TE1364;                    North         East    Units  Estimated Accuracy
 TE1364;SPC ND N     -   147,560.      637,220.      MT  (+/- 180 meters Scaled)
 TE1364
 TE1364                          SUPERSEDED SURVEY CONTROL
 TE1364
 TE1364  NGVD 29 (??/??/92)  475.674  (m)         1560.61   (f) ADJ UNCH    2 0
 TE1364
 TE1364.Superseded values are not recommended for survey control.
 TE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1364.See file dsdata.txt to determine how the superseded data were derived.
 TE1364
 TE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU260530(NAD 83)
 TE1364_MARKER: DB = BENCH MARK DISK
 TE1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1364_STAMPING: J 438 1964
 TE1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1364+STABILITY: SURFACE MOTION
 TE1364
 TE1364  HISTORY     - Date     Condition        Report By
 TE1364  HISTORY     - 1964     MONUMENTED       CGS
 TE1364
 TE1364                          STATION DESCRIPTION
 TE1364
 TE1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1364'3.15 MI S FROM RUGBY.
 TE1364'ABOUT 0.15 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1364'AT RUGBY, THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 3, IN SECTION 13,
 TE1364'T 156 N, R 73 W, ABOUT 250 FEET NORTH OF THE JUNCTION OF THE HIGHWAY
 TE1364'AND A ROAD LEADING WEST, 100 FEET EAST OF THE CENTER LINE OF THE
 TE1364'HIGHWAY, 95 FEET SOUTH OF A POWER POLE, 5 1/2 FEET SOUTHWEST OF A
 TE1364'CORNER FENCE POST, 2 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A METAL
 TE1364'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 TE1364'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0595 ***********************************************************************
 SL0595  DESIGNATION -  J 441
 SL0595  PID         -  SL0595
 SL0595  STATE/COUNTY-  ND/CASS
 SL0595  USGS QUAD   -  COLGATE (1967)
 SL0595
 SL0595                         *CURRENT SURVEY CONTROL
 SL0595  ___________________________________________________________________
 SL0595* NAD 83(1986)-  47 12 38.     (N)    097 37 36.     (W)     SCALED    
 SL0595* NAVD 88     -       356.228  (meters)    1168.72   (feet)  ADJUSTED  
 SL0595  ___________________________________________________________________
 SL0595  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL0595  DYNAMIC HT  -         356.271 (meters)    1168.87  (feet)  COMP
 SL0595  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 SL0595
 SL0595  VERT ORDER  -  SECOND    CLASS 0
 SL0595
 SL0595.The horizontal coordinates were scaled from a topographic map and have
 SL0595.an estimated accuracy of +/- 6 seconds.
 SL0595
 SL0595.The orthometric height was determined by differential leveling
 SL0595.and adjusted by the National Geodetic Survey in June 1991..
 SL0595
 SL0595.The geoid height was determined by GEOID03.
 SL0595
 SL0595.The dynamic height is computed by dividing the NAVD 88
 SL0595.geopotential number by the normal gravity value computed on the
 SL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0595.degrees latitude (g = 980.6199 gals.).
 SL0595
 SL0595.The modeled gravity was interpolated from observed gravity values.
 SL0595
 SL0595;                    North         East    Units  Estimated Accuracy
 SL0595;SPC ND S     -   175,600.      817,620.      MT  (+/- 180 meters Scaled)
 SL0595
 SL0595                          SUPERSEDED SURVEY CONTROL
 SL0595
 SL0595  NGVD 29 (??/??/92)  355.887  (m)         1167.61   (f) ADJ UNCH    2 0
 SL0595
 SL0595.Superseded values are not recommended for survey control.
 SL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0595.See file dsdata.txt to determine how the superseded data were derived.
 SL0595
 SL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT039294(NAD 83)
 SL0595_MARKER: DB = BENCH MARK DISK
 SL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0595_SP_SET: CONCRETE POST
 SL0595_STAMPING: J 441 1964
 SL0595_MARK LOGO: CGS   
 SL0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0595+STABILITY: SURFACE MOTION
 SL0595
 SL0595  HISTORY     - Date     Condition        Report By
 SL0595  HISTORY     - 1964     MONUMENTED       CGS
 SL0595  HISTORY     - 19910421 GOOD             NDWC
 SL0595
 SL0595                          STATION DESCRIPTION
 SL0595
 SL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0595'2.65 MI SE FROM COLGATE.
 SL0595'2.65 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0595'AT COLGATE, NEAR A PUBLIC ROAD CROSSING, IN SECTION 10, R 55 W, T 143
 SL0595'N, ABOUT 4 TELEPHONE POLE NORTHWEST OF MILEPOLE 30, 248 FEET SOUTHWEST
 SL0595'AND ACROSS STATE HIGHWAY 38 FROM THE SOUTHWEST RAIL, 100 FEET
 SL0595'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 38, 61 FEET NORTH OF THE
 SL0595'CENTER LINE OF A GRAVEL ROAD, 91 FEET WEST OF THE NORTHWEST END OF AN
 SL0595'18-INCH PIPE CULVERT UNDER THE GRAVELED ROAD, 3 FEET NORTHWEST OF A
 SL0595'POWER LINE POLE, 2.1 FEET SOUTHEAST OF A METAL WITNESS POST, 4 FEET
 SL0595'BELOW THE TOP OF RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0595'1 INCH ABOVE THE LEVEL OF THE GROUND.
 SL0595
 SL0595                          STATION RECOVERY (1991)
 SL0595
 SL0595'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 SL0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0727 ***********************************************************************
 SL0727  DESIGNATION -  J 442
 SL0727  PID         -  SL0727
 SL0727  STATE/COUNTY-  ND/STEELE
 SL0727  USGS QUAD   -  LUVERNE SE (1967)
 SL0727
 SL0727                         *CURRENT SURVEY CONTROL
 SL0727  ___________________________________________________________________
 SL0727* NAD 83(1986)-  47 17 54.     (N)    097 47 27.     (W)     SCALED    
 SL0727* NAVD 88     -       399.061  (meters)    1309.25   (feet)  ADJUSTED  
 SL0727  ___________________________________________________________________
 SL0727  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0727  DYNAMIC HT  -         399.104 (meters)    1309.39  (feet)  COMP
 SL0727  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 SL0727
 SL0727  VERT ORDER  -  SECOND    CLASS 0
 SL0727
 SL0727.The horizontal coordinates were scaled from a topographic map and have
 SL0727.an estimated accuracy of +/- 6 seconds.
 SL0727
 SL0727.The orthometric height was determined by differential leveling
 SL0727.and adjusted by the National Geodetic Survey in June 1991..
 SL0727
 SL0727.The geoid height was determined by GEOID03.
 SL0727
 SL0727.The dynamic height is computed by dividing the NAVD 88
 SL0727.geopotential number by the normal gravity value computed on the
 SL0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0727.degrees latitude (g = 980.6199 gals.).
 SL0727
 SL0727.The modeled gravity was interpolated from observed gravity values.
 SL0727
 SL0727;                    North         East    Units  Estimated Accuracy
 SL0727;SPC ND N     -    36,770.      804,860.      MT  (+/- 180 meters Scaled)
 SL0727
 SL0727                          SUPERSEDED SURVEY CONTROL
 SL0727
 SL0727  NGVD 29 (??/??/92)  398.708  (m)         1308.09   (f) ADJ UNCH    2 0
 SL0727
 SL0727.Superseded values are not recommended for survey control.
 SL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0727.See file dsdata.txt to determine how the superseded data were derived.
 SL0727
 SL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT914390(NAD 83)
 SL0727_MARKER: DB = BENCH MARK DISK
 SL0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0727_STAMPING: J 442 1964
 SL0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0727+STABILITY: SURFACE MOTION
 SL0727
 SL0727  HISTORY     - Date     Condition        Report By
 SL0727  HISTORY     - 1964     MONUMENTED       CGS
 SL0727
 SL0727                          STATION DESCRIPTION
 SL0727
 SL0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0727'6.4 MI N FROM PILLSBURY.
 SL0727'6.4 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0727'GREAT NORTHERN RAILWAY AT PILLSBURY, IN SECTION 9, R 56 W, T 144 N, AT
 SL0727'A ROAD INTERSECTION, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 SL0727'126 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 81
 SL0727'FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 50.5 FEET SOUTH OF A
 SL0727'CONCRETE RIGHT-OF-WAY MARKER, 2 1/2 FEET NORTH OF A POWER LINE POLE,
 SL0727'2.1 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 SL0727'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 SL0727'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0662 ***********************************************************************
 SL0662  DESIGNATION -  J 443
 SL0662  PID         -  SL0662
 SL0662  STATE/COUNTY-  ND/BARNES
 SL0662  USGS QUAD   -  SIBLEY (1967)
 SL0662
 SL0662                         *CURRENT SURVEY CONTROL
 SL0662  ___________________________________________________________________
 SL0662* NAD 83(1986)-  47 13 33.     (N)    097 55 06.     (W)     SCALED    
 SL0662* NAVD 88     -       438.584  (meters)    1438.92   (feet)  ADJUSTED  
 SL0662  ___________________________________________________________________
 SL0662  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL0662  DYNAMIC HT  -         438.618 (meters)    1439.03  (feet)  COMP
 SL0662  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 SL0662
 SL0662  VERT ORDER  -  SECOND    CLASS 0
 SL0662
 SL0662.The horizontal coordinates were scaled from a topographic map and have
 SL0662.an estimated accuracy of +/- 6 seconds.
 SL0662
 SL0662.The orthometric height was determined by differential leveling
 SL0662.and adjusted by the National Geodetic Survey in June 1991..
 SL0662
 SL0662.The geoid height was determined by GEOID03.
 SL0662
 SL0662.The dynamic height is computed by dividing the NAVD 88
 SL0662.geopotential number by the normal gravity value computed on the
 SL0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0662.degrees latitude (g = 980.6199 gals.).
 SL0662
 SL0662.The modeled gravity was interpolated from observed gravity values.
 SL0662
 SL0662;                    North         East    Units  Estimated Accuracy
 SL0662;SPC ND S     -   176,530.      795,480.      MT  (+/- 180 meters Scaled)
 SL0662
 SL0662                          SUPERSEDED SURVEY CONTROL
 SL0662
 SL0662  NGVD 29 (??/??/92)  438.220  (m)         1437.73   (f) ADJ UNCH    2 0
 SL0662
 SL0662.Superseded values are not recommended for survey control.
 SL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0662.See file dsdata.txt to determine how the superseded data were derived.
 SL0662
 SL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT818308(NAD 83)
 SL0662_MARKER: DB = BENCH MARK DISK
 SL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0662_STAMPING: J 443 1964
 SL0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0662+STABILITY: SURFACE MOTION
 SL0662
 SL0662  HISTORY     - Date     Condition        Report By
 SL0662  HISTORY     - 1964     MONUMENTED       CGS
 SL0662  HISTORY     - 1983     GOOD             LOCSUR
 SL0662
 SL0662                          STATION DESCRIPTION
 SL0662
 SL0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0662'2.5 MI SE FROM LUVERNE.
 SL0662'2.5 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE
 SL0662'GREAT NORTHERN RAILWAY AT LUVERNE, IN SECTION 4, R 57 W, T 143 N, 1.0
 SL0662'MILE SOUTH OF THE BARNES-STEELE COUNTY LINE, AT A ROAD JUNCTION, 45
 SL0662'1/2 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 127 FEET
 SL0662'NORTHWEST OF THE FIRST POWER LINE POLE EAST OF THE NORTH-SOUTH ROAD, 6
 SL0662'FEET NORTH OF THE EXTENDED CENTER LINE OF ROAD LEADING WEST, 2.7 FEET
 SL0662'SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 1/2 FEET
 SL0662'WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 SL0662'NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 SL0662'ABOVE THE LEVEL OF THE GROUND.
 SL0662
 SL0662                          STATION RECOVERY (1983)
 SL0662
 SL0662'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SL0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0509 ***********************************************************************
 SM0509  DESIGNATION -  J 444
 SM0509  PID         -  SM0509
 SM0509  STATE/COUNTY-  ND/GRIGGS
 SM0509  USGS QUAD   -  KARNAK (1961)
 SM0509
 SM0509                         *CURRENT SURVEY CONTROL
 SM0509  ___________________________________________________________________
 SM0509* NAD 83(1986)-  47 18 47.     (N)    098 00 10.     (W)     SCALED    
 SM0509* NAVD 88     -       421.826  (meters)    1383.94   (feet)  ADJUSTED  
 SM0509  ___________________________________________________________________
 SM0509  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 SM0509  DYNAMIC HT  -         421.863 (meters)    1384.06  (feet)  COMP
 SM0509  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 SM0509
 SM0509  VERT ORDER  -  SECOND    CLASS 0
 SM0509
 SM0509.The horizontal coordinates were scaled from a topographic map and have
 SM0509.an estimated accuracy of +/- 6 seconds.
 SM0509
 SM0509.The orthometric height was determined by differential leveling
 SM0509.and adjusted by the National Geodetic Survey in June 1991..
 SM0509
 SM0509.The geoid height was determined by GEOID03.
 SM0509
 SM0509.The dynamic height is computed by dividing the NAVD 88
 SM0509.geopotential number by the normal gravity value computed on the
 SM0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0509.degrees latitude (g = 980.6199 gals.).
 SM0509
 SM0509.The modeled gravity was interpolated from observed gravity values.
 SM0509
 SM0509;                    North         East    Units  Estimated Accuracy
 SM0509;SPC ND N     -    37,870.      788,790.      MT  (+/- 180 meters Scaled)
 SM0509
 SM0509                          SUPERSEDED SURVEY CONTROL
 SM0509
 SM0509  NGVD 29 (??/??/92)  421.465  (m)         1382.76   (f) ADJ UNCH    2 0
 SM0509
 SM0509.Superseded values are not recommended for survey control.
 SM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0509.See file dsdata.txt to determine how the superseded data were derived.
 SM0509
 SM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT753404(NAD 83)
 SM0509_MARKER: DB = BENCH MARK DISK
 SM0509_SETTING: 80 = SET IN A BOULDER
 SM0509_SP_SET: BOULDER
 SM0509_STAMPING: J 444 1964
 SM0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0509+STABILITY: SURFACE MOTION
 SM0509
 SM0509  HISTORY     - Date     Condition        Report By
 SM0509  HISTORY     - 1964     MONUMENTED       CGS
 SM0509
 SM0509                          STATION DESCRIPTION
 SM0509
 SM0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0509'8.6 MI E FROM HANNAFORD.
 SM0509'ABOUT 8.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SM0509'HANNAFORD, ABOUT 0.4 MILE WEST OF THE WEST END OF A BRIDGE OVER LAKE
 SM0509'ASHTABULA, IN SECTION 3, R 58 W, T 144 N, AT THE SUMMIT OF A HILL,
 SM0509'NEAR THE JUNCTION OF A DIM ROAD LEADING SOUTH, SET ON THE TOP AND AT
 SM0509'THE HIGHEST PART OF A 7-BY-4-FOOT EXPOSED PART OF A GRANITE BOULDER
 SM0509'WHICH PROJECTS 10 INCHES ABOVE THE LEVEL OF THE GROUND, IN A PASTURE,
 SM0509'168 FEET NORTHWEST OF THE APPROXIMATE CENTER OF JUNCTION, 145 FEET
 SM0509'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 85 FEET NORTH OF A
 SM0509'WIRE FENCE AND ABOUT LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0020 ***********************************************************************
 TE0020  DESIGNATION -  J 445
 TE0020  PID         -  TE0020
 TE0020  STATE/COUNTY-  ND/CAVALIER
 TE0020  USGS QUAD   -  MAIDA (1967)
 TE0020
 TE0020                         *CURRENT SURVEY CONTROL
 TE0020  ___________________________________________________________________
 TE0020* NAD 83(1986)-  48 53 31.     (N)    098 17 57.     (W)     SCALED    
 TE0020* NAVD 88     -       488.156  (meters)    1601.56   (feet)  ADJUSTED  
 TE0020  ___________________________________________________________________
 TE0020  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 TE0020  DYNAMIC HT  -         488.272 (meters)    1601.94  (feet)  COMP
 TE0020  MODELED GRAV-     980,831.6   (mgal)                       NAVD 88
 TE0020
 TE0020  VERT ORDER  -  SECOND    CLASS 0
 TE0020
 TE0020.The horizontal coordinates were scaled from a topographic map and have
 TE0020.an estimated accuracy of +/- 6 seconds.
 TE0020
 TE0020.The orthometric height was determined by differential leveling
 TE0020.and adjusted by the National Geodetic Survey in June 1991..
 TE0020
 TE0020.The geoid height was determined by GEOID03.
 TE0020
 TE0020.The dynamic height is computed by dividing the NAVD 88
 TE0020.geopotential number by the normal gravity value computed on the
 TE0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0020.degrees latitude (g = 980.6199 gals.).
 TE0020
 TE0020.The modeled gravity was interpolated from observed gravity values.
 TE0020
 TE0020;                    North         East    Units  Estimated Accuracy
 TE0020;SPC ND N     -   212,670.      761,370.      MT  (+/- 180 meters Scaled)
 TE0020
 TE0020                          SUPERSEDED SURVEY CONTROL
 TE0020
 TE0020  NGVD 29 (??/??/92)  487.779  (m)         1600.32   (f) ADJ UNCH    2 0
 TE0020
 TE0020.Superseded values are not recommended for survey control.
 TE0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0020.See file dsdata.txt to determine how the superseded data were derived.
 TE0020
 TE0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV513156(NAD 83)
 TE0020_MARKER: DB = BENCH MARK DISK
 TE0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0020_STAMPING: J 445 1964
 TE0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0020+STABILITY: SURFACE MOTION
 TE0020
 TE0020  HISTORY     - Date     Condition        Report By
 TE0020  HISTORY     - 1964     MONUMENTED       CGS
 TE0020
 TE0020                          STATION DESCRIPTION
 TE0020
 TE0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0020'10.4 MI SE FROM MAIDA.
 TE0020'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOM HOUSE AT
 TE0020'MAIDA, THENCE ABOUT 3.0 MILES EAST ALONG A GRAVELED ROAD, AT THE
 TE0020'INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION 33, R 59 W, T 163 N,
 TE0020'102 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 74 FEET NORTH OF
 TE0020'THE CENTER LINE OF THE EAST-WEST ROAD, 69 FEET EAST OF THE CENTER LINE
 TE0020'OF THE NORTH-SOUTH ROAD, 1 1/2 FEET SOUTH OF A POWER POLE, 2.6 MILES
 TE0020'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0020'EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 TE0020'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0627 ***********************************************************************
 RP0627  DESIGNATION -  J 446
 RP0627  PID         -  RP0627
 RP0627  STATE/COUNTY-  ND/BARNES
 RP0627  USGS QUAD   -  ORISKA (1971)
 RP0627
 RP0627                         *CURRENT SURVEY CONTROL
 RP0627  ___________________________________________________________________
 RP0627* NAD 83(1986)-  46 58 08.     (N)    097 47 14.     (W)     SCALED    
 RP0627* NAVD 88     -       384.020  (meters)    1259.91   (feet)  ADJUSTED  
 RP0627  ___________________________________________________________________
 RP0627  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RP0627  DYNAMIC HT  -         384.052 (meters)    1260.01  (feet)  COMP
 RP0627  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 RP0627
 RP0627  VERT ORDER  -  SECOND    CLASS 0
 RP0627
 RP0627.The horizontal coordinates were scaled from a topographic map and have
 RP0627.an estimated accuracy of +/- 6 seconds.
 RP0627
 RP0627.The orthometric height was determined by differential leveling
 RP0627.and adjusted by the National Geodetic Survey in June 1991..
 RP0627
 RP0627.The geoid height was determined by GEOID03.
 RP0627
 RP0627.The dynamic height is computed by dividing the NAVD 88
 RP0627.geopotential number by the normal gravity value computed on the
 RP0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0627.degrees latitude (g = 980.6199 gals.).
 RP0627
 RP0627.The modeled gravity was interpolated from observed gravity values.
 RP0627
 RP0627;                    North         East    Units  Estimated Accuracy
 RP0627;SPC ND S     -   148,320.      806,390.      MT  (+/- 180 meters Scaled)
 RP0627
 RP0627                          SUPERSEDED SURVEY CONTROL
 RP0627
 RP0627  NGVD 29 (??/??/92)  383.671  (m)         1258.76   (f) ADJ UNCH    2 0
 RP0627
 RP0627.Superseded values are not recommended for survey control.
 RP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0627.See file dsdata.txt to determine how the superseded data were derived.
 RP0627
 RP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT922024(NAD 83)
 RP0627_MARKER: DB = BENCH MARK DISK
 RP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0627_STAMPING: J 446 1964
 RP0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0627+STABILITY: SURFACE MOTION
 RP0627
 RP0627  HISTORY     - Date     Condition        Report By
 RP0627  HISTORY     - 1964     MONUMENTED       CGS
 RP0627  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0627
 RP0627                          STATION DESCRIPTION
 RP0627
 RP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0627'2.4 MI N FROM ORISKA.
 RP0627'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 RP0627'NORTHERN PACIFIC RAILWAY AT ORISKA, ABOUT 0.15 MILE NORTH OF A
 RP0627'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, IN SECTION 6, R 56 W, T 140
 RP0627'N, 88 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF A
 RP0627'WHITE WOODEN WITNESS POST WITH NUMBERS 993 + 942, 811 FEET SOUTH OF
 RP0627'BENCH MARK K 446, 2.7 FEET NORTH OF A METAL WITNESS POST, 5 FEET BELOW
 RP0627'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RP0627'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0627
 RP0627                          STATION RECOVERY (1982)
 RP0627
 RP0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0607 ***********************************************************************
 RP0607  DESIGNATION -  J 447
 RP0607  PID         -  RP0607
 RP0607  STATE/COUNTY-  ND/CASS
 RP0607  USGS QUAD   -  BUFFALO (1967)
 RP0607
 RP0607                         *CURRENT SURVEY CONTROL
 RP0607  ___________________________________________________________________
 RP0607* NAD 83(1986)-  46 55 05.     (N)    097 32 11.     (W)     SCALED    
 RP0607* NAVD 88     -       366.839  (meters)    1203.54   (feet)  ADJUSTED  
 RP0607  ___________________________________________________________________
 RP0607  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RP0607  DYNAMIC HT  -         366.868 (meters)    1203.63  (feet)  COMP
 RP0607  MODELED GRAV-     980,682.6   (mgal)                       NAVD 88
 RP0607
 RP0607  VERT ORDER  -  FIRST     CLASS II
 RP0607
 RP0607.The horizontal coordinates were scaled from a topographic map and have
 RP0607.an estimated accuracy of +/- 6 seconds.
 RP0607
 RP0607.The orthometric height was determined by differential leveling
 RP0607.and adjusted by the National Geodetic Survey in June 1991..
 RP0607
 RP0607.The geoid height was determined by GEOID03.
 RP0607
 RP0607.The dynamic height is computed by dividing the NAVD 88
 RP0607.geopotential number by the normal gravity value computed on the
 RP0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0607.degrees latitude (g = 980.6199 gals.).
 RP0607
 RP0607.The modeled gravity was interpolated from observed gravity values.
 RP0607
 RP0607;                    North         East    Units  Estimated Accuracy
 RP0607;SPC ND S     -   143,360.      825,680.      MT  (+/- 180 meters Scaled)
 RP0607
 RP0607                          SUPERSEDED SURVEY CONTROL
 RP0607
 RP0607  NGVD 29 (??/??/92)  366.486  (m)         1202.38   (f) ADJ UNCH    1 2
 RP0607
 RP0607.Superseded values are not recommended for survey control.
 RP0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0607.See file dsdata.txt to determine how the superseded data were derived.
 RP0607
 RP0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS114970(NAD 83)
 RP0607_MARKER: DB = BENCH MARK DISK
 RP0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0607_SP_SET: 32 FEET
 RP0607_STAMPING: J 447 1964
 RP0607_MARK LOGO: CGS   
 RP0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0607
 RP0607  HISTORY     - Date     Condition        Report By
 RP0607  HISTORY     - 1964     MONUMENTED       CGS
 RP0607  HISTORY     - 1982     GOOD             NGS
 RP0607
 RP0607                          STATION DESCRIPTION
 RP0607
 RP0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0607'0.75 MI E FROM BUFFALO.
 RP0607'ABOUT 0.75 MILE EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RP0607'STATION AT BUFFALO, AT AN OVERPASS, NEAR MILEPOST 43, IN SECTION 30, R
 RP0607'54 W, T 140 N, 13 FEET NORTH OF THE NORTH RAIL OF SOUTH TRACK, 37 FEET
 RP0607'WEST OF THE CENTER LINE OF THE ROAD, 39 FEET SOUTHWEST OF THE
 RP0607'SOUTHWEST CORNER OF THE OVERPASS, 2 1/2 FEET EAST OF A TELEPHONE POLE,
 RP0607'2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK BED,
 RP0607'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 RP0607'GROUND AND PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE GROUND.
 RP0607'THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
 RP0607
 RP0607                          STATION RECOVERY (1982)
 RP0607
 RP0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0607'RECOVERED THIS DATE, RAILROAD STATION HAS BEEN REMOVED, SIDING SIGN
 RP0607'INTACT, BENCH MARK SET BETWEEN TWO PLASTIC WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0591 ***********************************************************************
 SL0591  DESIGNATION -  J 448
 SL0591  PID         -  SL0591
 SL0591  STATE/COUNTY-  ND/CASS
 SL0591  USGS QUAD   -  PAGE (1967)
 SL0591
 SL0591                         *CURRENT SURVEY CONTROL
 SL0591  ___________________________________________________________________
 SL0591* NAD 83(1986)-  47 11 10.     (N)    097 35 58.     (W)     SCALED    
 SL0591* NAVD 88     -       358.238  (meters)    1175.32   (feet)  ADJUSTED  
 SL0591  ___________________________________________________________________
 SL0591  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 SL0591  DYNAMIC HT  -         358.279 (meters)    1175.45  (feet)  COMP
 SL0591  MODELED GRAV-     980,718.2   (mgal)                       NAVD 88
 SL0591
 SL0591  VERT ORDER  -  SECOND    CLASS 0
 SL0591
 SL0591.The horizontal coordinates were scaled from a topographic map and have
 SL0591.an estimated accuracy of +/- 6 seconds.
 SL0591
 SL0591.The orthometric height was determined by differential leveling
 SL0591.and adjusted by the National Geodetic Survey in June 1991..
 SL0591
 SL0591.The geoid height was determined by GEOID03.
 SL0591
 SL0591.The dynamic height is computed by dividing the NAVD 88
 SL0591.geopotential number by the normal gravity value computed on the
 SL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0591.degrees latitude (g = 980.6199 gals.).
 SL0591
 SL0591.The modeled gravity was interpolated from observed gravity values.
 SL0591
 SL0591;                    North         East    Units  Estimated Accuracy
 SL0591;SPC ND S     -   172,960.      819,780.      MT  (+/- 180 meters Scaled)
 SL0591
 SL0591                          SUPERSEDED SURVEY CONTROL
 SL0591
 SL0591  NGVD 29 (??/??/92)  357.896  (m)         1174.20   (f) ADJ UNCH    2 0
 SL0591
 SL0591.Superseded values are not recommended for survey control.
 SL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0591.See file dsdata.txt to determine how the superseded data were derived.
 SL0591
 SL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT061267(NAD 83)
 SL0591_MARKER: DB = BENCH MARK DISK
 SL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0591_STAMPING: J 448 1964
 SL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0591+STABILITY: SURFACE MOTION
 SL0591
 SL0591  HISTORY     - Date     Condition        Report By
 SL0591  HISTORY     - 1964     MONUMENTED       CGS
 SL0591
 SL0591                          STATION DESCRIPTION
 SL0591
 SL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0591'2.25 MI NW FROM PAGE.
 SL0591'2.25 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0591'AT PAGE, NEAR MILEPOLE 28, IN SECTION 24, R 55 W, T 143 N, NEAR THE
 SL0591'CROSSING OF A DIRT FARM ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 SL0591'54 FEET EAST OF THE CENTER LINE OF A FARM ROAD, 102 FEET NORTHEAST OF
 SL0591'THE CENTER LINE OF STATE HIGHWAY 38, 175 FEET WEST OF AND ACROSS TRACK
 SL0591'FROM MILEPOLE 28, 4 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 SL0591'SOUTHWEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK
 SL0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 SL0591'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0718 ***********************************************************************
 SL0718  DESIGNATION -  J 449
 SL0718  PID         -  SL0718
 SL0718  STATE/COUNTY-  ND/BARNES
 SL0718  USGS QUAD   -  PILLSBURY (1967)
 SL0718
 SL0718                         *CURRENT SURVEY CONTROL
 SL0718  ___________________________________________________________________
 SL0718* NAD 83(1986)-  47 11 46.     (N)    097 47 24.     (W)     SCALED    
 SL0718* NAVD 88     -       388.711  (meters)    1275.30   (feet)  ADJUSTED  
 SL0718  ___________________________________________________________________
 SL0718  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL0718  DYNAMIC HT  -         388.747 (meters)    1275.41  (feet)  COMP
 SL0718  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 SL0718
 SL0718  VERT ORDER  -  SECOND    CLASS 0
 SL0718
 SL0718.The horizontal coordinates were scaled from a topographic map and have
 SL0718.an estimated accuracy of +/- 6 seconds.
 SL0718
 SL0718.The orthometric height was determined by differential leveling
 SL0718.and adjusted by the National Geodetic Survey in June 1991..
 SL0718
 SL0718.The geoid height was determined by GEOID03.
 SL0718
 SL0718.The dynamic height is computed by dividing the NAVD 88
 SL0718.geopotential number by the normal gravity value computed on the
 SL0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0718.degrees latitude (g = 980.6199 gals.).
 SL0718
 SL0718.The modeled gravity was interpolated from observed gravity values.
 SL0718
 SL0718;                    North         East    Units  Estimated Accuracy
 SL0718;SPC ND S     -   173,550.      805,310.      MT  (+/- 180 meters Scaled)
 SL0718
 SL0718                          SUPERSEDED SURVEY CONTROL
 SL0718
 SL0718  NGVD 29 (??/??/92)  388.358  (m)         1274.14   (f) ADJ UNCH    2 0
 SL0718
 SL0718.Superseded values are not recommended for survey control.
 SL0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0718.See file dsdata.txt to determine how the superseded data were derived.
 SL0718
 SL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT916276(NAD 83)
 SL0718_MARKER: DB = BENCH MARK DISK
 SL0718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0718_SP_SET: 33 FT
 SL0718_STAMPING: J 449 1964
 SL0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0718
 SL0718  HISTORY     - Date     Condition        Report By
 SL0718  HISTORY     - 1964     MONUMENTED       CGS
 SL0718
 SL0718                          STATION DESCRIPTION
 SL0718
 SL0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0718'0.75 MI S FROM PILLSBURY.
 SL0718'0.75 MILE SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0718'GREAT NORTHERN RAILWAY AT PILLSBURY, IN SECTION 21, R 56 W, T 143 N,
 SL0718'NEAR THE INTERSECTION OF THE HIGHWAY AND AN EAST-WEST GRAVELED ROAD,
 SL0718'102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET SOUTH OF THE
 SL0718'CENTER LINE OF EAST-WEST ROAD, 125 FEET SOUTHEAST OF THE APPROXIMATE
 SL0718'CENTER OF THE INTERSECTION, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1
 SL0718'1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 SL0718'A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND
 SL0718'AND PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE
 SL0718'ROD WAS DRIVEN TO A DEPTH OF 33 FEET TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0052 ***********************************************************************
 RQ0052  DESIGNATION -  J 45
 RQ0052  PID         -  RQ0052
 RQ0052  STATE/COUNTY-  ND/BARNES
 RQ0052  USGS QUAD   -  LITCHVILLE (1970)
 RQ0052
 RQ0052                         *CURRENT SURVEY CONTROL
 RQ0052  ___________________________________________________________________
 RQ0052* NAD 83(1986)-  46 39 08.     (N)    098 11 37.     (W)     SCALED    
 RQ0052* NAVD 88     -       447.526  (meters)    1468.26   (feet)  ADJUSTED  
 RQ0052  ___________________________________________________________________
 RQ0052  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 RQ0052  DYNAMIC HT  -         447.534 (meters)    1468.28  (feet)  COMP
 RQ0052  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 RQ0052
 RQ0052  VERT ORDER  -  SECOND    CLASS 0
 RQ0052
 RQ0052.The horizontal coordinates were scaled from a topographic map and have
 RQ0052.an estimated accuracy of +/- 6 seconds.
 RQ0052
 RQ0052.The orthometric height was determined by differential leveling
 RQ0052.and adjusted by the National Geodetic Survey in June 1991..
 RQ0052
 RQ0052.The geoid height was determined by GEOID03.
 RQ0052
 RQ0052.The dynamic height is computed by dividing the NAVD 88
 RQ0052.geopotential number by the normal gravity value computed on the
 RQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0052.degrees latitude (g = 980.6199 gals.).
 RQ0052
 RQ0052.The modeled gravity was interpolated from observed gravity values.
 RQ0052
 RQ0052;                    North         East    Units  Estimated Accuracy
 RQ0052;SPC ND S     -   112,140.      776,510.      MT  (+/- 180 meters Scaled)
 RQ0052
 RQ0052                          SUPERSEDED SURVEY CONTROL
 RQ0052
 RQ0052  NGVD 29 (??/??/92)  447.137  (m)         1466.98   (f) ADJ UNCH    2 0
 RQ0052
 RQ0052.Superseded values are not recommended for survey control.
 RQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0052.See file dsdata.txt to determine how the superseded data were derived.
 RQ0052
 RQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS617668(NAD 83)
 RQ0052_MARKER: DB = BENCH MARK DISK
 RQ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0052_STAMPING: J 45 1934
 RQ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0052+STABILITY: SURFACE MOTION
 RQ0052
 RQ0052  HISTORY     - Date     Condition        Report By
 RQ0052  HISTORY     - 1934     MONUMENTED       CGS
 RQ0052  HISTORY     - 1967     GOOD             DOD
 RQ0052
 RQ0052                          STATION DESCRIPTION
 RQ0052
 RQ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0052'IN LITCHVILLE.
 RQ0052'AT LITCHVILLE, BARNES COUNTY, 100 FEET SOUTHWEST OF THE NORTHERN
 RQ0052'PACIFIC RAILWAY STATION, SOUTHWEST OF A ROAD CROSSING, 17 FEET
 RQ0052'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 3 FEET NORTHWEST OF A POLE,
 RQ0052'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED J 45 1934
 RQ0052'AND SET IN THE TOP OF A CONCRETE POST.
 RQ0052
 RQ0052                          STATION RECOVERY (1967)
 RQ0052
 RQ0052'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0580 ***********************************************************************
 RP0580  DESIGNATION -  J 450 RESET
 RP0580  PID         -  RP0580
 RP0580  STATE/COUNTY-  ND/BARNES
 RP0580  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0580
 RP0580                         *CURRENT SURVEY CONTROL
 RP0580  ___________________________________________________________________
 RP0580* NAD 83(1986)-  46 55 40.     (N)    097 54 49.     (W)     SCALED    
 RP0580* NAVD 88     -       423.155  (meters)    1388.30   (feet)  ADJUSTED  
 RP0580  ___________________________________________________________________
 RP0580  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 RP0580  DYNAMIC HT  -         423.186 (meters)    1388.40  (feet)  COMP
 RP0580  MODELED GRAV-     980,672.4   (mgal)                       NAVD 88
 RP0580
 RP0580  VERT ORDER  -  FIRST     CLASS II
 RP0580
 RP0580.The horizontal coordinates were scaled from a topographic map and have
 RP0580.an estimated accuracy of +/- 6 seconds.
 RP0580
 RP0580.The orthometric height was determined by differential leveling
 RP0580.and adjusted by the National Geodetic Survey in June 1991..
 RP0580
 RP0580.The geoid height was determined by GEOID03.
 RP0580
 RP0580.The dynamic height is computed by dividing the NAVD 88
 RP0580.geopotential number by the normal gravity value computed on the
 RP0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0580.degrees latitude (g = 980.6199 gals.).
 RP0580
 RP0580.The modeled gravity was interpolated from observed gravity values.
 RP0580
 RP0580;                    North         East    Units  Estimated Accuracy
 RP0580;SPC ND S     -   143,420.      796,930.      MT  (+/- 180 meters Scaled)
 RP0580
 RP0580                          SUPERSEDED SURVEY CONTROL
 RP0580
 RP0580.No superseded survey control is available for this station.
 RP0580
 RP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS827977(NAD 83)
 RP0580_MARKER: DB = BENCH MARK DISK
 RP0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0580_STAMPING: J 450 RESET 1969
 RP0580_MARK LOGO: CGS   
 RP0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0580+STABILITY: SURFACE MOTION
 RP0580
 RP0580  HISTORY     - Date     Condition        Report By
 RP0580  HISTORY     - 1969     MONUMENTED       CGS
 RP0580  HISTORY     - 1982     GOOD             NGS
 RP0580  HISTORY     - 1983     GOOD             LOCSUR
 RP0580
 RP0580                          STATION DESCRIPTION
 RP0580
 RP0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 RP0580'6.0 MI W FROM ORISKA.
 RP0580'ABOUT 5.7 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0580'STATION IN ORISKA, THENCE 0.3 MILE SOUTH ALONG A GRAVELES ROAD, 0.3
 RP0580'MILE SOUTH OF THE ELEVATOR AT PEAK AND 0.5 MILE NORTH OF INTERSTATE
 RP0580'94.  IN SEC. 20, R 57 W., T 140 N., 89 FEET NORTH OF OLD TRACK BED, 77
 RP0580'FEET EAST OF NORTH-SOUTH ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 RP0580'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 RP0580'PROJECTS 4 INCHES.
 RP0580
 RP0580                          STATION RECOVERY (1982)
 RP0580
 RP0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0580'RECOVERED IN GOOD CONDITION.
 RP0580
 RP0580                          STATION RECOVERY (1983)
 RP0580
 RP0580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 RP0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0020 ***********************************************************************
 RQ0020  DESIGNATION -  J 451
 RQ0020  PID         -  RQ0020
 RQ0020  STATE/COUNTY-  ND/BARNES
 RQ0020  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0020
 RQ0020                         *CURRENT SURVEY CONTROL
 RQ0020  ___________________________________________________________________
 RQ0020* NAD 83(1986)-  46 55 55.     (N)    098 04 53.     (W)     SCALED    
 RQ0020* NAVD 88     -       436.943  (meters)    1433.54   (feet)  ADJUSTED  
 RQ0020  ___________________________________________________________________
 RQ0020  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 RQ0020  DYNAMIC HT  -         436.978 (meters)    1433.65  (feet)  COMP
 RQ0020  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 RQ0020
 RQ0020  VERT ORDER  -  FIRST     CLASS II
 RQ0020
 RQ0020.The horizontal coordinates were scaled from a topographic map and have
 RQ0020.an estimated accuracy of +/- 6 seconds.
 RQ0020
 RQ0020.The orthometric height was determined by differential leveling
 RQ0020.and adjusted by the National Geodetic Survey in June 1991..
 RQ0020
 RQ0020.The geoid height was determined by GEOID03.
 RQ0020
 RQ0020.The dynamic height is computed by dividing the NAVD 88
 RQ0020.geopotential number by the normal gravity value computed on the
 RQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0020.degrees latitude (g = 980.6199 gals.).
 RQ0020
 RQ0020.The modeled gravity was interpolated from observed gravity values.
 RQ0020
 RQ0020;                    North         East    Units  Estimated Accuracy
 RQ0020;SPC ND S     -   143,480.      784,140.      MT  (+/- 180 meters Scaled)
 RQ0020
 RQ0020                          SUPERSEDED SURVEY CONTROL
 RQ0020
 RQ0020  NGVD 29 (??/??/92)  436.579  (m)         1432.34   (f) ADJ UNCH    1 2
 RQ0020
 RQ0020.Superseded values are not recommended for survey control.
 RQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0020.See file dsdata.txt to determine how the superseded data were derived.
 RQ0020
 RQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS699980(NAD 83)
 RQ0020_MARKER: DB = BENCH MARK DISK
 RQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0020_STAMPING: J 451 1964
 RQ0020_MARK LOGO: CGS   
 RQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0020+STABILITY: SURFACE MOTION
 RQ0020
 RQ0020  HISTORY     - Date     Condition        Report By
 RQ0020  HISTORY     - 1964     MONUMENTED       CGS
 RQ0020  HISTORY     - 1982     GOOD             NGS
 RQ0020
 RQ0020                          STATION DESCRIPTION
 RQ0020
 RQ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0020'4.3 MI W FROM VALLEY CITY.
 RQ0020'ABOUT 3.45 MILES WEST ALONG THE VALLEY CITY SPUR TRACK OF THE NORTHERN
 RQ0020'PACIFIC RAILWAY FROM THE FREIGHT STATION AT VALLEY CITY, THENCE 0.85
 RQ0020'MILE WEST ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 23, R 59 W, T
 RQ0020'140 N, NEAR THE OVERPASS CROSSING OF A NORTH-SOUTH GRAVELED ROAD, 58.0
 RQ0020'FEET NORTH OF THE NORTHERN MOST RAIL, 92 FEET WEST OF THE CENTER LINE
 RQ0020'OF THE NORTH-SOUTH ROAD, 2 FEET EAST OF THE NORTH ONE OF A DOUBLE
 RQ0020'TELEPHONE POLE WHICH IS THE FIRST POLE WEST OF THE ROAD, 1.7 FEET WEST
 RQ0020'OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK AND
 RQ0020'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. NOTE-- 0.4 MILE
 RQ0020'WEST OF MILEPOST 69 WHICH IS ON THE MAIN LINE, THERE IS ALSO A
 RQ0020'MILEPOST 69 ON THE SPUR TRACK WHICH LEADS INTO VALLEY CITY.
 RQ0020
 RQ0020                          STATION RECOVERY (1982)
 RQ0020
 RQ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0020'RECOVERED THIS DATE.  NOTE, LEVEL LINE WAS REROUTED ALONG
 RQ0020'INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0110 ***********************************************************************
 TE0110  DESIGNATION -  J 452
 TE0110  PID         -  TE0110
 TE0110  STATE/COUNTY-  ND/CAVALIER
 TE0110  USGS QUAD   -  OLGA SW (1969)
 TE0110
 TE0110                         *CURRENT SURVEY CONTROL
 TE0110  ___________________________________________________________________
 TE0110* NAD 83(1986)-  48 45 39.     (N)    098 12 34.     (W)     SCALED    
 TE0110* NAVD 88     -       492.229  (meters)    1614.92   (feet)  ADJUSTED  
 TE0110  ___________________________________________________________________
 TE0110  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 TE0110  DYNAMIC HT  -         492.340 (meters)    1615.29  (feet)  COMP
 TE0110  MODELED GRAV-     980,819.2   (mgal)                       NAVD 88
 TE0110
 TE0110  VERT ORDER  -  SECOND    CLASS 0
 TE0110
 TE0110.The horizontal coordinates were scaled from a topographic map and have
 TE0110.an estimated accuracy of +/- 6 seconds.
 TE0110
 TE0110.The orthometric height was determined by differential leveling
 TE0110.and adjusted by the National Geodetic Survey in June 1991..
 TE0110
 TE0110.The geoid height was determined by GEOID03.
 TE0110
 TE0110.The dynamic height is computed by dividing the NAVD 88
 TE0110.geopotential number by the normal gravity value computed on the
 TE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0110.degrees latitude (g = 980.6199 gals.).
 TE0110
 TE0110.The modeled gravity was interpolated from observed gravity values.
 TE0110
 TE0110;                    North         East    Units  Estimated Accuracy
 TE0110;SPC ND N     -   198,290.      768,380.      MT  (+/- 180 meters Scaled)
 TE0110
 TE0110                          SUPERSEDED SURVEY CONTROL
 TE0110
 TE0110  NGVD 29 (??/??/92)  491.856  (m)         1613.70   (f) ADJ UNCH    2 0
 TE0110
 TE0110.Superseded values are not recommended for survey control.
 TE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0110.See file dsdata.txt to determine how the superseded data were derived.
 TE0110
 TE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV580011(NAD 83)
 TE0110_MARKER: DB = BENCH MARK DISK
 TE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0110_STAMPING: J 452 1964
 TE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0110+STABILITY: SURFACE MOTION
 TE0110
 TE0110  HISTORY     - Date     Condition        Report By
 TE0110  HISTORY     - 1964     MONUMENTED       CGS
 TE0110  HISTORY     - 1973     GOOD             NGS
 TE0110
 TE0110                          STATION DESCRIPTION
 TE0110
 TE0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0110'7.1 MI E FROM LANGDON.
 TE0110'ABOUT 7.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0110'LANGDON, AT THE JUNCTION OF A ROAD LEADING NORTH, IN SECTION 19, R 58
 TE0110'W, T 161 N, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 75 FEET
 TE0110'WEST OF THE CENTER LINE OF A DRIVEWAY TO FIELD, 3 1/2 FEET EAST OF
 TE0110'POWER LINE POLE NO. 630, IN LINE WITH A ROW OF POLES, 2 FEET NORTH OF
 TE0110'A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 TE0110'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 TE0110'GROUND.
 TE0110
 TE0110                          STATION RECOVERY (1973)
 TE0110
 TE0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0266 ***********************************************************************
 TE0266  DESIGNATION -  J 453
 TE0266  PID         -  TE0266
 TE0266  STATE/COUNTY-  ND/CAVALIER
 TE0266  USGS QUAD   -  NEKOMA NW (1972)
 TE0266
 TE0266                         *CURRENT SURVEY CONTROL
 TE0266  ___________________________________________________________________
 TE0266* NAD 83(1986)-  48 41 24.     (N)    098 26 51.     (W)     SCALED    
 TE0266* NAVD 88     -       485.383  (meters)    1592.46   (feet)  ADJUSTED  
 TE0266  ___________________________________________________________________
 TE0266  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 TE0266  DYNAMIC HT  -         485.488 (meters)    1592.81  (feet)  COMP
 TE0266  MODELED GRAV-     980,811.9   (mgal)                       NAVD 88
 TE0266
 TE0266  VERT ORDER  -  SECOND    CLASS 0
 TE0266
 TE0266.The horizontal coordinates were scaled from a topographic map and have
 TE0266.an estimated accuracy of +/- 6 seconds.
 TE0266
 TE0266.The orthometric height was determined by differential leveling
 TE0266.and adjusted by the National Geodetic Survey in June 1991..
 TE0266
 TE0266.The geoid height was determined by GEOID03.
 TE0266
 TE0266.The dynamic height is computed by dividing the NAVD 88
 TE0266.geopotential number by the normal gravity value computed on the
 TE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0266.degrees latitude (g = 980.6199 gals.).
 TE0266
 TE0266.The modeled gravity was interpolated from observed gravity values.
 TE0266
 TE0266;                    North         East    Units  Estimated Accuracy
 TE0266;SPC ND N     -   189,920.      751,100.      MT  (+/- 180 meters Scaled)
 TE0266
 TE0266                          SUPERSEDED SURVEY CONTROL
 TE0266
 TE0266  NGVD 29 (??/??/92)  485.004  (m)         1591.22   (f) ADJ UNCH    2 0
 TE0266
 TE0266.Superseded values are not recommended for survey control.
 TE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0266.See file dsdata.txt to determine how the superseded data were derived.
 TE0266
 TE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU406931(NAD 83)
 TE0266_MARKER: DB = BENCH MARK DISK
 TE0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0266_STAMPING: J 453 1964
 TE0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0266+STABILITY: SURFACE MOTION
 TE0266
 TE0266  HISTORY     - Date     Condition        Report By
 TE0266  HISTORY     - 1964     MONUMENTED       CGS
 TE0266
 TE0266                          STATION DESCRIPTION
 TE0266
 TE0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0266'8.0 MI NE FROM LOMA.
 TE0266'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE0266'STATION AT LOMA, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, IN
 TE0266'SECTION 12, R 61 W, T 160 N, AT A ROAD CROSSING, 82 FEET NORTH OF THE
 TE0266'CENTER LINE OF EAST-WEST ROAD, 22 FEET WEST OF THE CENTER LINE OF THE
 TE0266'NORTH-SOUTH ROAD, 88 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 TE0266'INTERSECTION, 2 1/2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW
 TE0266'THE LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST
 TE0266'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0034 ***********************************************************************
 TE0034  DESIGNATION -  J 454
 TE0034  PID         -  TE0034
 TE0034  STATE/COUNTY-  ND/CAVALIER
 TE0034  USGS QUAD   -  OLGA NW (1969)
 TE0034
 TE0034                         *CURRENT SURVEY CONTROL
 TE0034  ___________________________________________________________________
 TE0034* NAD 83(1986)-  48 54 19.     (N)    098 09 06.     (W)     SCALED    
 TE0034* NAVD 88     -       470.778  (meters)    1544.54   (feet)  ADJUSTED  
 TE0034  ___________________________________________________________________
 TE0034  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 TE0034  DYNAMIC HT  -         470.892 (meters)    1544.92  (feet)  COMP
 TE0034  MODELED GRAV-     980,838.1   (mgal)                       NAVD 88
 TE0034
 TE0034  VERT ORDER  -  SECOND    CLASS 0
 TE0034
 TE0034.The horizontal coordinates were scaled from a topographic map and have
 TE0034.an estimated accuracy of +/- 6 seconds.
 TE0034
 TE0034.The orthometric height was determined by differential leveling
 TE0034.and adjusted by the National Geodetic Survey in June 1991..
 TE0034
 TE0034.The geoid height was determined by GEOID03.
 TE0034
 TE0034.The dynamic height is computed by dividing the NAVD 88
 TE0034.geopotential number by the normal gravity value computed on the
 TE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0034.degrees latitude (g = 980.6199 gals.).
 TE0034
 TE0034.The modeled gravity was interpolated from observed gravity values.
 TE0034
 TE0034;                    North         East    Units  Estimated Accuracy
 TE0034;SPC ND N     -   214,470.      772,140.      MT  (+/- 180 meters Scaled)
 TE0034
 TE0034                          SUPERSEDED SURVEY CONTROL
 TE0034
 TE0034  NGVD 29 (??/??/92)  470.410  (m)         1543.34   (f) ADJ UNCH    2 0
 TE0034
 TE0034.Superseded values are not recommended for survey control.
 TE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0034.See file dsdata.txt to determine how the superseded data were derived.
 TE0034
 TE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV621172(NAD 83)
 TE0034_MARKER: DB = BENCH MARK DISK
 TE0034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0034_SP_SET: 19.1 FEET
 TE0034_STAMPING: J 454 1964
 TE0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0034
 TE0034  HISTORY     - Date     Condition        Report By
 TE0034  HISTORY     - 1964     MONUMENTED       CGS
 TE0034
 TE0034                          STATION DESCRIPTION
 TE0034
 TE0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0034'IN VANG.
 TE0034'AT VANG, IN SECTION 33, R 58 W, T 163 N, NEAR THE VANG LUTHERAN CHURCH
 TE0034'AND CEMETERY, ALONG THE EAST-WEST FENCE ALONG NORTH SIDE OF CEMETERY,
 TE0034'188.5 FEET SOUTHWEST OF AND ACROSS ROAD FROM THE SOUTHWEST CORNER OF
 TE0034'THE CHURCH BUILDING, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 33
 TE0034'1/2 FEET WEST OF THE CENTER LINE OF AN ENTRANCE TO CEMETERY, 0.5 FOOT
 TE0034'NORTH OF EAST-WEST FENCE LINE, 16.4 FEET NORTHWEST OF THE NORTHWEST
 TE0034'CORNER OF THE LARSON HEADSTONE BASE, 1.4 FEET EAST OF A METAL WITNESS
 TE0034'POST, 1/2 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A DISK ON THE TOP
 TE0034'OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 TE0034'6 INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 TE0034'REFUSAL AT A DEPTH OF 19.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0259 ***********************************************************************
 TE0259  DESIGNATION -  J 455
 TE0259  PID         -  TE0259
 TE0259  STATE/COUNTY-  ND/CAVALIER
 TE0259  USGS QUAD   -  OLGA (1972)
 TE0259
 TE0259                         *CURRENT SURVEY CONTROL
 TE0259  ___________________________________________________________________
 TE0259* NAD 83(1986)-  48 49 06.     (N)    098 00 39.     (W)     SCALED    
 TE0259* NAVD 88     -       452.573  (meters)    1484.82   (feet)  ADJUSTED  
 TE0259  ___________________________________________________________________
 TE0259  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 TE0259  DYNAMIC HT  -         452.686 (meters)    1485.19  (feet)  COMP
 TE0259  MODELED GRAV-     980,845.7   (mgal)                       NAVD 88
 TE0259
 TE0259  VERT ORDER  -  SECOND    CLASS 0
 TE0259
 TE0259.The horizontal coordinates were scaled from a topographic map and have
 TE0259.an estimated accuracy of +/- 6 seconds.
 TE0259
 TE0259.The orthometric height was determined by differential leveling
 TE0259.and adjusted by the National Geodetic Survey in June 1991..
 TE0259
 TE0259.The geoid height was determined by GEOID03.
 TE0259
 TE0259.The dynamic height is computed by dividing the NAVD 88
 TE0259.geopotential number by the normal gravity value computed on the
 TE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0259.degrees latitude (g = 980.6199 gals.).
 TE0259
 TE0259.The modeled gravity was interpolated from observed gravity values.
 TE0259
 TE0259;                    North         East    Units  Estimated Accuracy
 TE0259;SPC ND N     -   205,130.      782,770.      MT  (+/- 180 meters Scaled)
 TE0259
 TE0259                          SUPERSEDED SURVEY CONTROL
 TE0259
 TE0259  NGVD 29 (??/??/92)  452.222  (m)         1483.66   (f) ADJ UNCH    2 0
 TE0259
 TE0259.Superseded values are not recommended for survey control.
 TE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0259.See file dsdata.txt to determine how the superseded data were derived.
 TE0259
 TE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV726077(NAD 83)
 TE0259_MARKER: DB = BENCH MARK DISK
 TE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0259_STAMPING: J 455 1964
 TE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0259+STABILITY: SURFACE MOTION
 TE0259
 TE0259  HISTORY     - Date     Condition        Report By
 TE0259  HISTORY     - 1964     MONUMENTED       CGS
 TE0259
 TE0259                          STATION DESCRIPTION
 TE0259
 TE0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0259'20.35 MI NE FROM LANGDON.
 TE0259'ABOUT 15.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0259'LANGDON, THENCE 4.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.25 MILES
 TE0259'EAST ALONG A GRAVEL ROAD, AT A CURVE IN THE ROAD, IN SECTION 34, R 57
 TE0259'W, T 162 N, 43 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE EAST-WEST
 TE0259'ROAD, 37 FEET EAST OF THE EXTENDED CENTER LINE OF A NORTH-SOUTH ROAD,
 TE0259'20 FEET NORTHEAST OF CENTER LINE OF A FARM ROAD, 14 FEET SOUTH OF A
 TE0259'TELEPHONE POLE, 20 FEET NORTHEAST OF SOUTH END OF SOUTH GUY WIRE BASE,
 TE0259'1.8 FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW LEVEL OF EAST-WEST
 TE0259'ROAD, AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE0259'INCHES.  NOTE-- MARK MAY ALSO BE REACHED BY GOING 4.5 MILES SOUTH
 TE0259'ALONG STATE HIGHWAY 32 FROM THE ST. BONIFACE SCHOOL AT WALHALLA,
 TE0259'PEMBINA COUNTY, THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, THENCE 3.55
 TE0259'MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1013 ***********************************************************************
 TE1013  DESIGNATION -  J 456
 TE1013  PID         -  TE1013
 TE1013  STATE/COUNTY-  ND/CAVALIER
 TE1013  USGS QUAD   -  HANNAH SE (1970)
 TE1013
 TE1013                         *CURRENT SURVEY CONTROL
 TE1013  ___________________________________________________________________
 TE1013* NAD 83(1986)-  48 48 22.     (N)    098 36 21.     (W)     SCALED    
 TE1013* NAVD 88     -       476.630  (meters)    1563.74   (feet)  ADJUSTED  
 TE1013  ___________________________________________________________________
 TE1013  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 TE1013  DYNAMIC HT  -         476.743 (meters)    1564.11  (feet)  COMP
 TE1013  MODELED GRAV-     980,830.9   (mgal)                       NAVD 88
 TE1013
 TE1013  VERT ORDER  -  SECOND    CLASS 0
 TE1013
 TE1013.The horizontal coordinates were scaled from a topographic map and have
 TE1013.an estimated accuracy of +/- 6 seconds.
 TE1013
 TE1013.The orthometric height was determined by differential leveling
 TE1013.and adjusted by the National Geodetic Survey in June 1991..
 TE1013
 TE1013.The geoid height was determined by GEOID03.
 TE1013
 TE1013.The dynamic height is computed by dividing the NAVD 88
 TE1013.geopotential number by the normal gravity value computed on the
 TE1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1013.degrees latitude (g = 980.6199 gals.).
 TE1013
 TE1013.The modeled gravity was interpolated from observed gravity values.
 TE1013
 TE1013;                    North         East    Units  Estimated Accuracy
 TE1013;SPC ND N     -   202,530.      739,130.      MT  (+/- 180 meters Scaled)
 TE1013
 TE1013                          SUPERSEDED SURVEY CONTROL
 TE1013
 TE1013  NGVD 29 (??/??/92)  476.254  (m)         1562.51   (f) ADJ UNCH    2 0
 TE1013
 TE1013.Superseded values are not recommended for survey control.
 TE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1013.See file dsdata.txt to determine how the superseded data were derived.
 TE1013
 TE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289059(NAD 83)
 TE1013_MARKER: DB = BENCH MARK DISK
 TE1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1013_STAMPING: J 456 1964
 TE1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1013+STABILITY: SURFACE MOTION
 TE1013
 TE1013  HISTORY     - Date     Condition        Report By
 TE1013  HISTORY     - 1964     MONUMENTED       CGS
 TE1013
 TE1013                          STATION DESCRIPTION
 TE1013
 TE1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1013'6.25 MI S FROM WALES.
 TE1013'ABOUT 6.25 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK SCHOOL
 TE1013'BUILDING AT WALES, IN SECTION 36, R 62 W, T 162 N, ABOUT 0.95 MILE
 TE1013'NORTH OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, NEAR THE
 TE1013'JUNCTION OF A DIRT DRIVEWAY LEADING WEST INTO A FIELD, 75 FEET WEST OF
 TE1013'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 24 FEET SOUTH OF THE CENTER
 TE1013'LINE OF A DRIVEWAY, 24 FEET SOUTHWEST OF THE SOUTH END OF A 24-INCH
 TE1013'PIPE CULVERT UNDER DRIVE, 3 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 TE1013'WEST OF THE ROW OF POWER LINE POLES, 2 FEET SOUTH OF A STEEL WITNESS
 TE1013'POST, 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 TE1013'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1536 ***********************************************************************
 TG1536  DESIGNATION -  J 462
 TG1536  PID         -  TG1536
 TG1536  STATE/COUNTY-  ND/WILLIAMS
 TG1536  USGS QUAD   -  TRENTON NE (1974)
 TG1536
 TG1536                         *CURRENT SURVEY CONTROL
 TG1536  ___________________________________________________________________
 TG1536* NAD 83(1986)-  48 08 23.     (N)    103 49 04.     (W)     SCALED    
 TG1536* NAVD 88     -       654.786  (meters)    2148.24   (feet)  ADJUSTED  
 TG1536  ___________________________________________________________________
 TG1536  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1536  DYNAMIC HT  -         654.863 (meters)    2148.50  (feet)  COMP
 TG1536  MODELED GRAV-     980,706.8   (mgal)                       NAVD 88
 TG1536
 TG1536  VERT ORDER  -  FIRST     CLASS II
 TG1536
 TG1536.The horizontal coordinates were scaled from a topographic map and have
 TG1536.an estimated accuracy of +/- 6 seconds.
 TG1536
 TG1536.The orthometric height was determined by differential leveling
 TG1536.and adjusted by the National Geodetic Survey in June 1991..
 TG1536
 TG1536.The geoid height was determined by GEOID03.
 TG1536
 TG1536.The dynamic height is computed by dividing the NAVD 88
 TG1536.geopotential number by the normal gravity value computed on the
 TG1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1536.degrees latitude (g = 980.6199 gals.).
 TG1536
 TG1536.The modeled gravity was interpolated from observed gravity values.
 TG1536
 TG1536;                    North         East    Units  Estimated Accuracy
 TG1536;SPC ND N     -   132,030.      353,170.      MT  (+/- 180 meters Scaled)
 TG1536
 TG1536                          SUPERSEDED SURVEY CONTROL
 TG1536
 TG1536.No superseded survey control is available for this station.
 TG1536
 TG1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP879325(NAD 83)
 TG1536_MARKER: I = METAL ROD
 TG1536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1536_SP_SET: STAINLESS STEEL ROD
 TG1536_STAMPING: J 462 1981
 TG1536_MARK LOGO: NGS   
 TG1536_PROJECTION: FLUSH
 TG1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1536_ROD/PIPE-DEPTH: 7.3  meters
 TG1536
 TG1536  HISTORY     - Date     Condition        Report By
 TG1536  HISTORY     - 1981     MONUMENTED       NGS
 TG1536
 TG1536                          STATION DESCRIPTION
 TG1536
 TG1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1536'6.8 KM (4.2 MI) WEST FROM WILLISTON.
 TG1536'6.8 KM (4.2 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1536'U.S. HIGHWAY 85 IN WILLISTON, 0.2 KM (0.1 MI) EAST OF A DIRT
 TG1536'CROSSROAD, 30.5 METERS (100.0 FT) SOUTH OF THE CENTERLINE OF THE
 TG1536'HIGHWAY AND 0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=DATUM POINT IS
 TG1536'STAMPED J 426 1981.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TG1536'LOGO CAP.
 TG1536'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TG1536'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0649 ***********************************************************************
 SO0649  DESIGNATION -  J 463
 SO0649  PID         -  SO0649
 SO0649  STATE/COUNTY-  ND/MCKENZIE
 SO0649  USGS QUAD   -  CARTWRIGHT (1972)
 SO0649
 SO0649                         *CURRENT SURVEY CONTROL
 SO0649  ___________________________________________________________________
 SO0649* NAD 83(1986)-  47 51 29.     (N)    103 56 33.     (W)     SCALED    
 SO0649* NAVD 88     -       581.325  (meters)    1907.23   (feet)  ADJUSTED  
 SO0649  ___________________________________________________________________
 SO0649  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0649  DYNAMIC HT  -         581.378 (meters)    1907.40  (feet)  COMP
 SO0649  MODELED GRAV-     980,685.3   (mgal)                       NAVD 88
 SO0649
 SO0649  VERT ORDER  -  FIRST     CLASS II
 SO0649
 SO0649.The horizontal coordinates were scaled from a topographic map and have
 SO0649.an estimated accuracy of +/- 6 seconds.
 SO0649
 SO0649.The orthometric height was determined by differential leveling
 SO0649.and adjusted by the National Geodetic Survey in June 1991..
 SO0649
 SO0649.The geoid height was determined by GEOID03.
 SO0649
 SO0649.The dynamic height is computed by dividing the NAVD 88
 SO0649.geopotential number by the normal gravity value computed on the
 SO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0649.degrees latitude (g = 980.6199 gals.).
 SO0649
 SO0649.The modeled gravity was interpolated from observed gravity values.
 SO0649
 SO0649;                    North         East    Units  Estimated Accuracy
 SO0649;SPC ND N     -   101,160.      342,500.      MT  (+/- 180 meters Scaled)
 SO0649
 SO0649                          SUPERSEDED SURVEY CONTROL
 SO0649
 SO0649.No superseded survey control is available for this station.
 SO0649
 SO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP791010(NAD 83)
 SO0649_MARKER: I = METAL ROD
 SO0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0649_SP_SET: STAINLESS STEEL ROD
 SO0649_STAMPING: J 463 1981
 SO0649_MARK LOGO: NGS   
 SO0649_PROJECTION: FLUSH
 SO0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0649_ROD/PIPE-DEPTH: 9.8  meters
 SO0649
 SO0649  HISTORY     - Date     Condition        Report By
 SO0649  HISTORY     - 1981     MONUMENTED       NGS
 SO0649
 SO0649                          STATION DESCRIPTION
 SO0649
 SO0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0649'9.0 KM (5.6 MI) EAST FROM FAIRVIEW.
 SO0649'9.0 KM (5.6 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SO0649'IN FAIRVIEW, 96.3 METERS (316.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 SO0649'OF THE HIGHWAY, 29.7 METERS (97.5 FT) NORTH OF THE NEAR RAIL OF THE
 SO0649'BURLINGTON NORTHERN RAILROAD TRACKS, 18.0 METERS (59.0 FT) EAST OF THE
 SO0649'CENTER OF A GRAVELEDED ROAD, 0.9 METERS (3.0 FT) EAST OF A FENCE
 SO0649'CORNER, AND 0.3 METER (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE
 SO0649'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SO0649'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 SO0649'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1636 ***********************************************************************
 TG1636  DESIGNATION -  J 464
 TG1636  PID         -  TG1636
 TG1636  STATE/COUNTY-  ND/MOUNTRAIL
 TG1636  USGS QUAD   -  STANLEY (1981)
 TG1636
 TG1636                         *CURRENT SURVEY CONTROL
 TG1636  ___________________________________________________________________
 TG1636* NAD 83(1986)-  48 19 09.     (N)    102 23 30.     (W)     SCALED    
 TG1636* NAVD 88     -       687.112  (meters)    2254.30   (feet)  ADJUSTED  
 TG1636  ___________________________________________________________________
 TG1636  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG1636  DYNAMIC HT  -         687.220 (meters)    2254.65  (feet)  COMP
 TG1636  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 TG1636
 TG1636  VERT ORDER  -  FIRST     CLASS II
 TG1636
 TG1636.The horizontal coordinates were scaled from a topographic map and have
 TG1636.an estimated accuracy of +/- 6 seconds.
 TG1636
 TG1636.The orthometric height was determined by differential leveling
 TG1636.and adjusted by the National Geodetic Survey in June 1991..
 TG1636
 TG1636.The geoid height was determined by GEOID03.
 TG1636
 TG1636.The dynamic height is computed by dividing the NAVD 88
 TG1636.geopotential number by the normal gravity value computed on the
 TG1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1636.degrees latitude (g = 980.6199 gals.).
 TG1636
 TG1636.The modeled gravity was interpolated from observed gravity values.
 TG1636
 TG1636;                    North         East    Units  Estimated Accuracy
 TG1636;SPC ND N     -   148,390.      459,730.      MT  (+/- 180 meters Scaled)
 TG1636
 TG1636                          SUPERSEDED SURVEY CONTROL
 TG1636
 TG1636.No superseded survey control is available for this station.
 TG1636
 TG1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP933550(NAD 83)
 TG1636_MARKER: I = METAL ROD
 TG1636_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1636_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1636_STAMPING: J 464 1981
 TG1636_MARK LOGO: NGS   
 TG1636_PROJECTION: FLUSH
 TG1636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1636+STABILITY: POSITION/ELEVATION WELL
 TG1636_ROD/PIPE-DEPTH: 15.8 meters
 TG1636_SLEEVE-DEPTH  : 12.2 meters
 TG1636
 TG1636  HISTORY     - Date     Condition        Report By
 TG1636  HISTORY     - 1981     MONUMENTED       NGS
 TG1636
 TG1636                          STATION DESCRIPTION
 TG1636
 TG1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1636'0.2 KM (0.1 MI) WEST FROM STANLEY.
 TG1636'0.2 KM (0.1 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TG1636'THE RAILROAD STATION IN STANLEY, 61.0 METERS (200.1 FT) SOUTHWEST OF
 TG1636'THE SOUTHWEST CORNER OF A RAILROAD UNDERPASS, 52.1 METERS (170.9 FT)
 TG1636'NORTHWEST OF THE CENTER OF RAILROAD AVENUE AND 12.0 METERS (39.4 FT)
 TG1636'SOUTHEAST OF THE NEAR RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 TG1636'A 5-INCH LOGO CAP.
 TG1636'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 TG1636'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1625 ***********************************************************************
 TG1625  DESIGNATION -  J 465
 TG1625  PID         -  TG1625
 TG1625  STATE/COUNTY-  ND/MOUNTRAIL
 TG1625  USGS QUAD   -  MANITOU (1981)
 TG1625
 TG1625                         *CURRENT SURVEY CONTROL
 TG1625  ___________________________________________________________________
 TG1625* NAD 83(1986)-  48 19 46.     (N)    102 43 13.     (W)     SCALED    
 TG1625* NAVD 88     -       688.037  (meters)    2257.33   (feet)  ADJUSTED  
 TG1625  ___________________________________________________________________
 TG1625  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1625  DYNAMIC HT  -         688.146 (meters)    2257.69  (feet)  COMP
 TG1625  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TG1625
 TG1625  VERT ORDER  -  FIRST     CLASS II
 TG1625
 TG1625.The horizontal coordinates were scaled from a topographic map and have
 TG1625.an estimated accuracy of +/- 6 seconds.
 TG1625
 TG1625.The orthometric height was determined by differential leveling
 TG1625.and adjusted by the National Geodetic Survey in June 1991..
 TG1625
 TG1625.The geoid height was determined by GEOID03.
 TG1625
 TG1625.The dynamic height is computed by dividing the NAVD 88
 TG1625.geopotential number by the normal gravity value computed on the
 TG1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1625.degrees latitude (g = 980.6199 gals.).
 TG1625
 TG1625.The modeled gravity was interpolated from observed gravity values.
 TG1625
 TG1625;                    North         East    Units  Estimated Accuracy
 TG1625;SPC ND N     -   150,180.      435,400.      MT  (+/- 180 meters Scaled)
 TG1625
 TG1625                          SUPERSEDED SURVEY CONTROL
 TG1625
 TG1625.No superseded survey control is available for this station.
 TG1625
 TG1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP689554(NAD 83)
 TG1625_MARKER: I = METAL ROD
 TG1625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1625_SP_SET: STAINLESS STEEL ROD
 TG1625_STAMPING: J 465 1982
 TG1625_MARK LOGO: NGS   
 TG1625_PROJECTION: FLUSH
 TG1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1625_ROD/PIPE-DEPTH: 9.8  meters
 TG1625
 TG1625  HISTORY     - Date     Condition        Report By
 TG1625  HISTORY     - 1982     MONUMENTED       NGS
 TG1625
 TG1625                          STATION DESCRIPTION
 TG1625
 TG1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1625'13.5 KM (8.4 MI) WEST FROM ROSS.
 TG1625'13.5 KM (8.4 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1625'NORTHERN RAILROAD STATION IN ROSS, AT A POWERLINE CROSSING THE ROAD,
 TG1625'29.2 METERS (95.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 TG1625'15.9 METERS (52.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 TG1625'SOUTH AND 1.3 METERS (4.3 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO
 TG1625'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1625'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TG1625'THE MARK IS 2.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1585 ***********************************************************************
 TG1585  DESIGNATION -  J 466
 TG1585  PID         -  TG1585
 TG1585  STATE/COUNTY-  ND/WILLIAMS
 TG1585  USGS QUAD   -  RAY (1978)
 TG1585
 TG1585                         *CURRENT SURVEY CONTROL
 TG1585  ___________________________________________________________________
 TG1585* NAD 83(1986)-  48 18 44.     (N)    103 14 19.     (W)     SCALED    
 TG1585* NAVD 88     -       726.665  (meters)    2384.07   (feet)  ADJUSTED  
 TG1585  ___________________________________________________________________
 TG1585  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1585  DYNAMIC HT  -         726.766 (meters)    2384.40  (feet)  COMP
 TG1585  MODELED GRAV-     980,724.6   (mgal)                       NAVD 88
 TG1585
 TG1585  VERT ORDER  -  FIRST     CLASS II
 TG1585
 TG1585.The horizontal coordinates were scaled from a topographic map and have
 TG1585.an estimated accuracy of +/- 6 seconds.
 TG1585
 TG1585.The orthometric height was determined by differential leveling
 TG1585.and adjusted by the National Geodetic Survey in June 1991..
 TG1585
 TG1585.The geoid height was determined by GEOID03.
 TG1585
 TG1585.The dynamic height is computed by dividing the NAVD 88
 TG1585.geopotential number by the normal gravity value computed on the
 TG1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1585.degrees latitude (g = 980.6199 gals.).
 TG1585
 TG1585.The modeled gravity was interpolated from observed gravity values.
 TG1585
 TG1585;                    North         East    Units  Estimated Accuracy
 TG1585;SPC ND N     -   149,510.      396,920.      MT  (+/- 180 meters Scaled)
 TG1585
 TG1585                          SUPERSEDED SURVEY CONTROL
 TG1585
 TG1585.No superseded survey control is available for this station.
 TG1585
 TG1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP305525(NAD 83)
 TG1585_MARKER: I = METAL ROD
 TG1585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1585_SP_SET: STAINLESS STEEL ROD
 TG1585_STAMPING: J 466 1982
 TG1585_MARK LOGO: NGS   
 TG1585_PROJECTION: FLUSH
 TG1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1585_ROD/PIPE-DEPTH: 8.5  meters
 TG1585
 TG1585  HISTORY     - Date     Condition        Report By
 TG1585  HISTORY     - 1982     MONUMENTED       NGS
 TG1585
 TG1585                          STATION DESCRIPTION
 TG1585
 TG1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1585'8.8 KM (5.45 MI) SW FROM RAY.
 TG1585'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1585'RAY, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG U. S. HIGHWAY 2, THENCE
 TG1585'3.3 KM (2.05 MI) SOUTHERLY ALONG OLD U. S. HIGHWAY 2, 0.2 KM (0.1 MI)
 TG1585'SOUTH OF A GRAVELED CROSSROAD, 38.2 METERS (125.3 FT) SOUTH OF THE
 TG1585'CENTER OF THE SOUTH END OF AN 18-INCH METAL PIPE CULVERT, 11.8 METERS
 TG1585'(38.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METER (2.0 FT)
 TG1585'NORTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1585'THROUGH A 5-INCH LOGO CAP.
 TG1585'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 TG1585'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1555 ***********************************************************************
 TG1555  DESIGNATION -  J 467
 TG1555  PID         -  TG1555
 TG1555  STATE/COUNTY-  ND/WILLIAMS
 TG1555  USGS QUAD   -  WILLISTON WEST (1976)
 TG1555
 TG1555                         *CURRENT SURVEY CONTROL
 TG1555  ___________________________________________________________________
 TG1555* NAD 83(1986)-  48 08 43.     (N)    103 39 25.     (W)     SCALED    
 TG1555* NAVD 88     -       565.391  (meters)    1854.95   (feet)  ADJUSTED  
 TG1555  ___________________________________________________________________
 TG1555  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1555  DYNAMIC HT  -         565.456 (meters)    1855.17  (feet)  COMP
 TG1555  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 TG1555
 TG1555  VERT ORDER  -  FIRST     CLASS II
 TG1555
 TG1555.The horizontal coordinates were scaled from a topographic map and have
 TG1555.an estimated accuracy of +/- 6 seconds.
 TG1555
 TG1555.The orthometric height was determined by differential leveling
 TG1555.and adjusted by the National Geodetic Survey in June 1991..
 TG1555
 TG1555.The geoid height was determined by GEOID03.
 TG1555
 TG1555.The dynamic height is computed by dividing the NAVD 88
 TG1555.geopotential number by the normal gravity value computed on the
 TG1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1555.degrees latitude (g = 980.6199 gals.).
 TG1555
 TG1555.The modeled gravity was interpolated from observed gravity values.
 TG1555
 TG1555;                    North         East    Units  Estimated Accuracy
 TG1555;SPC ND N     -   132,150.      365,160.      MT  (+/- 180 meters Scaled)
 TG1555
 TG1555                          SUPERSEDED SURVEY CONTROL
 TG1555
 TG1555.No superseded survey control is available for this station.
 TG1555
 TG1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP999333(NAD 83)
 TG1555_MARKER: I = METAL ROD
 TG1555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1555_SP_SET: STAINLESS STEEL ROD
 TG1555_STAMPING: J 467 1982
 TG1555_MARK LOGO: NGS   
 TG1555_PROJECTION: FLUSH
 TG1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1555_ROD/PIPE-DEPTH: 24.4 meters
 TG1555
 TG1555  HISTORY     - Date     Condition        Report By
 TG1555  HISTORY     - 1982     MONUMENTED       NGS
 TG1555
 TG1555                          STATION DESCRIPTION
 TG1555
 TG1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1555'5.0 KM (3.1 MI) EAST FROM WILLISTON.
 TG1555'5.0 KM (3.1 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1555'JUNCTION IN WILLISTON, 11.1 METERS (36.4 FT) SOUTHEAST OF THE
 TG1555'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 5.1 METERS (16.7
 TG1555'FT) NORTHEAST OF THE CENTER OF THE WEST BOUND LANES OF THE BUSINESS
 TG1555'HIGHWAY, 1.9 METERS (6.2 FT) EAST OF A STREET LIGHT POLE AND 1.6
 TG1555'METERS (5.2 FT) WEST OF THE NORTH POST OF A STOP SIGN.  NOTE=ACCESS TO
 TG1555'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1555'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TG1555'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1438 ***********************************************************************
 SN1438  FBN         -  This is a Federal Base Network Control Station.
 SN1438  DESIGNATION -  J 468
 SN1438  PID         -  SN1438
 SN1438  STATE/COUNTY-  ND/MCLEAN
 SN1438  USGS QUAD   -  COLEHARBOR (1980)
 SN1438
 SN1438                         *CURRENT SURVEY CONTROL
 SN1438  ___________________________________________________________________
 SN1438* NAD 83(1996)-  47 32 41.13690(N)    101 13 39.35879(W)     ADJUSTED  
 SN1438* NAVD 88     -       578.330  (meters)    1897.40   (feet)  ADJUSTED  
 SN1438  ___________________________________________________________________
 SN1438  X           -    -839,882.588 (meters)                     COMP
 SN1438  Y           -  -4,231,019.274 (meters)                     COMP
 SN1438  Z           -   4,683,270.083 (meters)                     COMP
 SN1438  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 SN1438  ELLIP HEIGHT-         558.01  (meters)          (04/07/03) GPS OBS
 SN1438  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SN1438  DYNAMIC HT  -         578.378 (meters)    1897.56  (feet)  COMP
 SN1438  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 SN1438
 SN1438  HORZ ORDER  -  B
 SN1438  VERT ORDER  -  FIRST     CLASS II
 SN1438  ELLP ORDER  -  THIRD     CLASS II
 SN1438
 SN1438.The horizontal coordinates were established by GPS observations
 SN1438.and adjusted by the National Geodetic Survey in August 1997..
 SN1438
 SN1438.The orthometric height was determined by differential leveling
 SN1438.and adjusted by the National Geodetic Survey in June 1991..
 SN1438
 SN1438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SN1438
 SN1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1438
 SN1438.The ellipsoidal height was determined by GPS observations
 SN1438.and is referenced to NAD 83.
 SN1438
 SN1438.The geoid height was determined by GEOID03.
 SN1438
 SN1438.The dynamic height is computed by dividing the NAVD 88
 SN1438.geopotential number by the normal gravity value computed on the
 SN1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1438.degrees latitude (g = 980.6199 gals.).
 SN1438
 SN1438.The modeled gravity was interpolated from observed gravity values.
 SN1438
 SN1438;                    North         East     Units Scale Factor Converg.
 SN1438;SPC ND N     -    60,825.514   545,228.569   MT  0.99997996   -0 32 29.2
 SN1438;SPC ND N     -   199,558.77  1,788,807.64   iFT  0.99997996   -0 32 29.2
 SN1438;UTM  14      - 5,268,108.937   332,378.169   MT  0.99994529   -1 38 38.1
 SN1438
 SN1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1438!SPC ND N     -   0.99991255  x   0.99997996  =   0.99989251
 SN1438!UTM  14      -   0.99991255  x   0.99994529  =   0.99985784
 SN1438
 SN1438                          SUPERSEDED SURVEY CONTROL
 SN1438
 SN1438  ELLIP H (08/29/97)  558.09   (m)                       GP(       ) 3 2
 SN1438  NAVD 88 (08/29/97)  578.33   (m)         1897.4    (f) LEVELING    3  
 SN1438
 SN1438.Superseded values are not recommended for survey control.
 SN1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1438.See file dsdata.txt to determine how the superseded data were derived.
 SN1438
 SN1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3237868109(NAD 83)
 SN1438_MARKER: I = METAL ROD
 SN1438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SN1438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SN1438_STAMPING: J 468 1982
 SN1438_MARK LOGO: NGS   
 SN1438_PROJECTION: FLUSH
 SN1438_MAGNETIC: N = NO MAGNETIC MATERIAL
 SN1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1438+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002
 SN1438_ROD/PIPE-DEPTH: 14.6 meters
 SN1438_SLEEVE-DEPTH  : 12.2 meters
 SN1438
 SN1438  HISTORY     - Date     Condition        Report By
 SN1438  HISTORY     - 1982     MONUMENTED       NGS
 SN1438  HISTORY     - 19960730 GOOD             NGS
 SN1438  HISTORY     - 20020528 GOOD             NGS
 SN1438
 SN1438                          STATION DESCRIPTION
 SN1438
 SN1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1438'12.3 KM (7.65 MI) NW FROM UNDERWOOD.
 SN1438'12.3 KM (7.65 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1438'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 67.4 METERS (221.1 FT)
 SN1438'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 SN1438'50.0 METERS (164.0 FT) NORTHEAST OF THE EXTENDED CENTER OF A FRONTAGE
 SN1438'ROAD, 10.4 METERS (34.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 SN1438'LEADING NORTH AND 1.4 METERS (4.6 FT) SOUTHEAST OF A UTILITY POLE WITH
 SN1438'TWO GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 SN1438'LOGO CAP.
 SN1438'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SN1438'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 SN1438
 SN1438                          STATION RECOVERY (1996)
 SN1438
 SN1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 SN1438'THE STATION IS LOCATED ON THE NORTH SIDE OF COLE HARBOR, IN GRASS
 SN1438'ACROSS A GRAVEL ROAD FROM A UTILITY SUBSTATION AND ON THE ROAD
 SN1438'RIGHT-OF-WAY.  OWNERSHIP -- CITY OF COLE HARBOR.  MCLEAN COUNTY
 SN1438'ENGINEER, 712 5TH AVENUE, WASHBURN, ND.  PHONE 701-462-8541.  TO REACH
 SN1438'FROM THE T-JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 200 ON THE
 SN1438'EAST SIDE OF UNDERWOOD, GO NORTHWEST ON HIGHWAY 83 FOR 12.3 KM (7.65
 SN1438'MI) TO THE JUNCTION OF STATE HIGHWAY 48 ON THE LEFT AND A GRAVEL ROAD
 SN1438'RIGHT IN COLE HARBOR.  TURN RIGHT, NORTHEAST, ON THE GRAVEL ROAD FOR
 SN1438'ABOUT 60 M (196.8 FT) TO THE STATION ON THE RIGHT. THE STATION IS A
 SN1438'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 SN1438'FILLED SLEEVE ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 SN1438'BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 67.0 M (219.8 FT)
 SN1438'NORTH-NORTHEAST OF AND 0.5 M (1.6 FT) LOWER THAN THE CENTER OF THE
 SN1438'NORTHBOUND LANES OF HIGHWAY 83, 46.8 M (153.5 FT) NORTH-NORTHEAST OF
 SN1438'THE EXTENDED CENTER OF A FRONTAGE ROAD, 10.8 M (35.4 FT) EAST OF THE
 SN1438'CENTER OF A GRAVEL ROAD LEADING NORTH, 1.4 M (4.6 FT) EAST-SOUTHEAST
 SN1438'OF A POWER POLE WITH TWO GUY WIRES AND 0.3 M (1.0 FT) WEST OF A
 SN1438'FIBERGLASS WITNESS POST.  NOTE -- THE TOP OF THE GREASED SLEEVE IS
 SN1438'GONE AND SOME OF THE GREASE HAS COME OUT BUT THE MARK IS IN GOOD
 SN1438'CONDITION.  DESCRIBED BY D.G. AUG
 SN1438
 SN1438                          STATION RECOVERY (2002)
 SN1438
 SN1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 SN1438'RECOVERED AS DESCRIBED.
 SN1438'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1161 ***********************************************************************
 SL1161  DESIGNATION -  J 469
 SL1161  PID         -  SL1161
 SL1161  STATE/COUNTY-  ND/GRAND FORKS
 SL1161  USGS QUAD   -  LARIMORE EAST (1963)
 SL1161
 SL1161                         *CURRENT SURVEY CONTROL
 SL1161  ___________________________________________________________________
 SL1161* NAD 83(1986)-  47 56 53.     (N)    097 37 19.     (W)     SCALED    
 SL1161* NAVD 88     -       343.276  (meters)    1126.23   (feet)  ADJUSTED  
 SL1161  ___________________________________________________________________
 SL1161  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 SL1161  DYNAMIC HT  -         343.335 (meters)    1126.42  (feet)  COMP
 SL1161  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 SL1161
 SL1161  VERT ORDER  -  FIRST     CLASS II
 SL1161
 SL1161.The horizontal coordinates were scaled from a topographic map and have
 SL1161.an estimated accuracy of +/- 6 seconds.
 SL1161
 SL1161.The orthometric height was determined by differential leveling
 SL1161.and adjusted by the National Geodetic Survey in June 1991..
 SL1161
 SL1161.The geoid height was determined by GEOID03.
 SL1161
 SL1161.The dynamic height is computed by dividing the NAVD 88
 SL1161.geopotential number by the normal gravity value computed on the
 SL1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1161.degrees latitude (g = 980.6199 gals.).
 SL1161
 SL1161.The modeled gravity was interpolated from observed gravity values.
 SL1161
 SL1161;                    North         East    Units  Estimated Accuracy
 SL1161;SPC ND N     -   109,420.      814,930.      MT  (+/- 180 meters Scaled)
 SL1161
 SL1161                          SUPERSEDED SURVEY CONTROL
 SL1161
 SL1161.No superseded survey control is available for this station.
 SL1161
 SL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU028114(NAD 83)
 SL1161_MARKER: I = METAL ROD
 SL1161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SL1161_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SL1161_STAMPING: J 469 1981
 SL1161_MARK LOGO: NGS   
 SL1161_PROJECTION: RECESSED 4 CENTIMETERS
 SL1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1161+STABILITY: POSITION/ELEVATION WELL
 SL1161_ROD/PIPE-DEPTH: 18.2 meters
 SL1161_SLEEVE-DEPTH  : 10.6 meters
 SL1161
 SL1161  HISTORY     - Date     Condition        Report By
 SL1161  HISTORY     - 1981     MONUMENTED       NGS
 SL1161  HISTORY     - 20001011 MARK NOT FOUND   AFFSA
 SL1161
 SL1161                          STATION DESCRIPTION
 SL1161
 SL1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1161'4.7 KM (2.95 MI) NORTH FROM LARIMORE.
 SL1161'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1161'COUNTY ROAD 4 IN LARIMORE, AT THE LARIMORE REST AREA LOCATED AT THE
 SL1161'JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 18, SET IN THE LAWN AT
 SL1161'THE SOUTHWEST CORNER OF THE REST ROOMS BUILDING BETWEEN 2 SIDEWALKS AT
 SL1161'A ANGLE IN THE BUILDING, 24.0 METERS (79.0 FT) SOUTH SOUTHWEST OF THE
 SL1161'SOUTHWEST CURB OF THE PARKING LOT, 47.5 METERS (156.0 FT) NORTH
 SL1161'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC LANE OF HIGHWAY
 SL1161'2, 11.7 METERS (38.5 FT) NORTH NORTHEAST OF THE CENTER OF A MAN HOLE
 SL1161'COVER IN THE LAWN, 13.4 METERS (44.0 FT) EAST NORTHEAST OF A LIGHT
 SL1161'POLE ON THE NORTH SIDE OF THE BUILDING, 7.9 METERS (26.0 FT)
 SL1161'NORTHWEST OF A LIGHT POLE ON THE SOUTHEAST SIDE OF THE BUILDING, 1.5
 SL1161'METERS (5.0 FT) WEST NORTHWEST OF THE MOST SOUTHERLY SOUTHWEST CORNER
 SL1161'OF THE BUILDING, 2.0 METERS (6.5 FT) EAST SOUTHEAST OF THE MOST
 SL1161'WESTERLY SOUTHWEST CORNER OF THE BUILDING, 0.8 METER (2.5 FT)
 SL1161'NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 1.8 METERS (6.0 FT)
 SL1161'NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK LEADING NORTHWEST
 SL1161'BEHIND THE BUILDING.
 SL1161'THE MARK IS ABOVE LEVEL WITH HIGHWAY 2.
 SL1161
 SL1161                          STATION RECOVERY (2000)
 SL1161
 SL1161'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL1161'A BRAND NEW REST AREA HAS BEEN BUILT WITHIN THE LAST FEW YEARS, THE
 SL1161'SIDEWALKS AND BUILDINGS HAVE ALL CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0220 ***********************************************************************
 SL0220  DESIGNATION -  J 47
 SL0220  PID         -  SL0220
 SL0220  STATE/COUNTY-  ND/CASS
 SL0220  USGS QUAD   -  ARGUSVILLE (1976)
 SL0220
 SL0220                         *CURRENT SURVEY CONTROL
 SL0220  ___________________________________________________________________
 SL0220* NAD 83(1986)-  47 00 04.     (N)    096 53 45.     (W)     SCALED    
 SL0220* NAVD 88     -       272.512  (meters)     894.07   (feet)  ADJUSTED  
 SL0220  ___________________________________________________________________
 SL0220  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 SL0220  DYNAMIC HT  -         272.543 (meters)     894.17  (feet)  COMP
 SL0220  MODELED GRAV-     980,720.7   (mgal)                       NAVD 88
 SL0220
 SL0220  VERT ORDER  -  SECOND    CLASS 0
 SL0220
 SL0220.The horizontal coordinates were scaled from a topographic map and have
 SL0220.an estimated accuracy of +/- 6 seconds.
 SL0220
 SL0220.The orthometric height was determined by differential leveling
 SL0220.and adjusted by the National Geodetic Survey in June 1991..
 SL0220
 SL0220.The geoid height was determined by GEOID03.
 SL0220
 SL0220.The dynamic height is computed by dividing the NAVD 88
 SL0220.geopotential number by the normal gravity value computed on the
 SL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0220.degrees latitude (g = 980.6199 gals.).
 SL0220
 SL0220.The modeled gravity was interpolated from observed gravity values.
 SL0220
 SL0220;                    North         East    Units  Estimated Accuracy
 SL0220;SPC ND S     -   154,620.      874,000.      MT  (+/- 180 meters Scaled)
 SL0220
 SL0220                          SUPERSEDED SURVEY CONTROL
 SL0220
 SL0220  NGVD 29 (??/??/92)  272.213  (m)          893.09   (f) ADJ UNCH    2 0
 SL0220
 SL0220.Superseded values are not recommended for survey control.
 SL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0220.See file dsdata.txt to determine how the superseded data were derived.
 SL0220
 SL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT599074(NAD 83)
 SL0220_MARKER: DB = BENCH MARK DISK
 SL0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0220_SP_SET: BRIDGE ABUTMENT
 SL0220_STAMPING: J 47 1934
 SL0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0220
 SL0220  HISTORY     - Date     Condition        Report By
 SL0220  HISTORY     - 1934     MONUMENTED       CGS
 SL0220  HISTORY     - 1982     POOR             LOCSUR
 SL0220
 SL0220                          STATION DESCRIPTION
 SL0220
 SL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0220'1.8 MI N FROM HARWOOD.
 SL0220'1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0220'HARWOOD, CASS COUNTY, 24 POLES SOUTHEAST OF MILEPOST 34, AT 200-FOOT
 SL0220'STEEL AND CONCRETE BRIDGE 43 OVER SHEYENNE RIVER, IN THE CENTER OF THE
 SL0220'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT, 7 FEET WEST OF THE
 SL0220'CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN THE RAIL.  A STANDARD
 SL0220'DISK, STAMPED J 47 1934.
 SL0220
 SL0220                          STATION RECOVERY (1982)
 SL0220
 SL0220'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SL0220'1.8 MILES NORTH OF HARWOOD, NORTH DAKOTA MONUMENT IS INTACT ON TOP OF
 SL0220'ABUTMENT, BUT IS APPEARS THAT ABUTMENT HAS SHEARED OFF FOUNDATION AND
 SL0220'SETTLED. BY THIRD-ORDER LEVELING TECHNIQUE, IT APPEARS THAT BENCHMARK
 SL0220'MAY HAVE SETTLED BECAUSE WE HAVE DETERMINED THAT THE ELEVATION IS
 SL0220'892.66 RATHER THAN THE 893.09 AS LISTED IN USC & GS SUMMARY SHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1903 ***********************************************************************
 TF1903  DESIGNATION -  J 472
 TF1903  PID         -  TF1903
 TF1903  STATE/COUNTY-  ND/WARD
 TF1903  USGS QUAD   -  SAWYER NE (1979)
 TF1903
 TF1903                         *CURRENT SURVEY CONTROL
 TF1903  ___________________________________________________________________
 TF1903* NAD 83(1986)-  48 14 24.     (N)    101 03 06.     (W)     SCALED    
 TF1903* NAVD 88     -       480.076  (meters)    1575.05   (feet)  ADJUSTED  
 TF1903  ___________________________________________________________________
 TF1903  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1903  DYNAMIC HT  -         480.167 (meters)    1575.35  (feet)  COMP
 TF1903  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TF1903
 TF1903  VERT ORDER  -  FIRST     CLASS II
 TF1903
 TF1903.The horizontal coordinates were scaled from a topographic map and have
 TF1903.an estimated accuracy of +/- 6 seconds.
 TF1903
 TF1903.The orthometric height was determined by differential leveling
 TF1903.and adjusted by the National Geodetic Survey in June 1991..
 TF1903
 TF1903.The geoid height was determined by GEOID03.
 TF1903
 TF1903.The dynamic height is computed by dividing the NAVD 88
 TF1903.geopotential number by the normal gravity value computed on the
 TF1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1903.degrees latitude (g = 980.6199 gals.).
 TF1903
 TF1903.The modeled gravity was interpolated from observed gravity values.
 TF1903
 TF1903;                    North         East    Units  Estimated Accuracy
 TF1903;SPC ND N     -   138,010.      559,030.      MT  (+/- 180 meters Scaled)
 TF1903
 TF1903                          SUPERSEDED SURVEY CONTROL
 TF1903
 TF1903.No superseded survey control is available for this station.
 TF1903
 TF1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU476450(NAD 83)
 TF1903_MARKER: I = METAL ROD
 TF1903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1903_SP_SET: STAINLESS STEEL ROD
 TF1903_STAMPING: J 472 1982
 TF1903_MARK LOGO: NGS   
 TF1903_PROJECTION: FLUSH
 TF1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1903_ROD/PIPE-DEPTH: 7.0  meters
 TF1903
 TF1903  HISTORY     - Date     Condition        Report By
 TF1903  HISTORY     - 1982     MONUMENTED       NGS
 TF1903
 TF1903                          STATION DESCRIPTION
 TF1903
 TF1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1903'6.4 KM (4.0 MI) EAST FROM SURREY.
 TF1903'6.4 KM (4.0 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1903'ROAD 12 NORTH IN SURREY, SET ON TOP OF A SMALL KNOLL, 31.0 METERS
 TF1903'(102.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 28.0 METERS
 TF1903'(92.0 FT) WEST OF A RIGHT-OF-WAY MARKER, 0.7 METER (2.5 FT) EAST OF A
 TF1903'POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 TF1903'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1903'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0443 ***********************************************************************
 RQ0443  DESIGNATION -  J 473
 RQ0443  PID         -  RQ0443
 RQ0443  STATE/COUNTY-  ND/STUTSMAN
 RQ0443  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0443
 RQ0443                         *CURRENT SURVEY CONTROL
 RQ0443  ___________________________________________________________________
 RQ0443* NAD 83(1986)-  46 53 34.     (N)    098 52 57.     (W)     SCALED    
 RQ0443* NAVD 88     -       476.502  (meters)    1563.32   (feet)  ADJUSTED  
 RQ0443  ___________________________________________________________________
 RQ0443  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 RQ0443  DYNAMIC HT  -         476.519 (meters)    1563.38  (feet)  COMP
 RQ0443  MODELED GRAV-     980,634.2   (mgal)                       NAVD 88
 RQ0443
 RQ0443  VERT ORDER  -  FIRST     CLASS II
 RQ0443
 RQ0443.The horizontal coordinates were scaled from a topographic map and have
 RQ0443.an estimated accuracy of +/- 6 seconds.
 RQ0443
 RQ0443.The orthometric height was determined by differential leveling
 RQ0443.and adjusted by the National Geodetic Survey in June 1991..
 RQ0443
 RQ0443.The geoid height was determined by GEOID03.
 RQ0443
 RQ0443.The dynamic height is computed by dividing the NAVD 88
 RQ0443.geopotential number by the normal gravity value computed on the
 RQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0443.degrees latitude (g = 980.6199 gals.).
 RQ0443
 RQ0443.The modeled gravity was interpolated from observed gravity values.
 RQ0443
 RQ0443;                    North         East    Units  Estimated Accuracy
 RQ0443;SPC ND S     -   137,560.      723,250.      MT  (+/- 180 meters Scaled)
 RQ0443
 RQ0443                          SUPERSEDED SURVEY CONTROL
 RQ0443
 RQ0443.No superseded survey control is available for this station.
 RQ0443
 RQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS089932(NAD 83)
 RQ0443_MARKER: I = METAL ROD
 RQ0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0443_SP_SET: STAINLESS STEEL ROD
 RQ0443_STAMPING: J 473 1982
 RQ0443_MARK LOGO: NGS   
 RQ0443_PROJECTION: FLUSH
 RQ0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0443_ROD/PIPE-DEPTH: 7.3  meters
 RQ0443
 RQ0443  HISTORY     - Date     Condition        Report By
 RQ0443  HISTORY     - 1982     MONUMENTED       NGS
 RQ0443
 RQ0443                          STATION DESCRIPTION
 RQ0443
 RQ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0443'13.0 KM (8.0 MI) WEST FROM JAMESTOWN.
 RQ0443'12.95 KM (8.05 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RQ0443'INTERSECTION OF U.S. HIGHWAY 281 IN JAMESTOWN, AT A SECTION LINE AND
 RQ0443'NEAR A BRACED FENCE POST, 0.4 METER (1.5 FT) SOUTH OF A RIGHT OF WAY
 RQ0443'FENCE, 0.6 METER (2.0 FT) SOUTHEAST OF A BRACED FENCE POST, 1.0 METER
 RQ0443'(3.5 FT) SOUTH-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER,
 RQ0443'23.1 METERS (76.0 FT) EAST-SOUTHEAST OF A POWER POLE WITH LINES
 RQ0443'CROSSING THE HIGHWAY, 32.9 METERS (108.0 FT) NORTH OF THE CENTERLINE
 RQ0443'OF THE WESTBOUND LANES OF THE INTERSTATE, 58.2 METERS (191.0 FT)
 RQ0443'EAST-NORTHEAST OF A INTERSTATE SIGN, READING EXIT 55 LIPPERT 1.0 MILE
 RQ0443'(THE NORTH LEG), 62.4 METERS (205.0 FT) WEST-NORTHWEST OF THE NORTH
 RQ0443'END OF A CONCRETE PIPE CULVERT UNDER THE INTERSTATE.
 RQ0443'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0443'THE MARK IS 1.2 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1846 ***********************************************************************
 TF1846  FBN         -  This is a Federal Base Network Control Station.
 TF1846  PACS        -  This is a Primary Airport Control Station.
 TF1846  DESIGNATION -  J 474
 TF1846  PID         -  TF1846
 TF1846  STATE/COUNTY-  ND/PIERCE
 TF1846  USGS QUAD   -  LEVERICH (1954)
 TF1846
 TF1846                         *CURRENT SURVEY CONTROL
 TF1846  ___________________________________________________________________
 TF1846* NAD 83(1996)-  48 24 00.92857(N)    100 02 15.07102(W)     ADJUSTED  
 TF1846* NAVD 88     -       466.011  (meters)    1528.90   (feet)  ADJUSTED  
 TF1846  ___________________________________________________________________
 TF1846  X           -    -739,496.463 (meters)                     COMP
 TF1846  Y           -  -4,177,892.739 (meters)                     COMP
 TF1846  Z           -   4,746,873.298 (meters)                     COMP
 TF1846  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 TF1846  ELLIP HEIGHT-         444.19  (meters)          (04/07/03) GPS OBS
 TF1846  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 TF1846  DYNAMIC HT  -         466.107 (meters)    1529.22  (feet)  COMP
 TF1846  MODELED GRAV-     980,802.2   (mgal)                       NAVD 88
 TF1846
 TF1846  HORZ ORDER  -  A
 TF1846  VERT ORDER  -  FIRST     CLASS II
 TF1846  ELLP ORDER  -  THIRD     CLASS II
 TF1846
 TF1846.This mark is at Rugby Airport (RUG)
 TF1846
 TF1846.The horizontal coordinates were established by GPS observations
 TF1846.and adjusted by the National Geodetic Survey in August 1997..
 TF1846
 TF1846.The orthometric height was determined by differential leveling
 TF1846.and adjusted by the National Geodetic Survey in June 1991..
 TF1846
 TF1846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF1846
 TF1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1846
 TF1846.The ellipsoidal height was determined by GPS observations
 TF1846.and is referenced to NAD 83.
 TF1846
 TF1846.The geoid height was determined by GEOID03.
 TF1846
 TF1846.The dynamic height is computed by dividing the NAVD 88
 TF1846.geopotential number by the normal gravity value computed on the
 TF1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1846.degrees latitude (g = 980.6199 gals.).
 TF1846
 TF1846.The modeled gravity was interpolated from observed gravity values.
 TF1846
 TF1846;                    North         East     Units Scale Factor Converg.
 TF1846;SPC ND N     -   155,787.127   634,243.060   MT  0.99995099   +0 20 38.9
 TF1846;SPC ND N     -   511,112.62  2,080,849.93   iFT  0.99995099   +0 20 38.9
 TF1846;UTM  14      - 5,361,308.755   423,206.744   MT  0.99967245   -0 46 33.2
 TF1846
 TF1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1846!SPC ND N     -   0.99993039  x   0.99995099  =   0.99988138
 TF1846!UTM  14      -   0.99993039  x   0.99967245  =   0.99960286
 TF1846
 TF1846                          SUPERSEDED SURVEY CONTROL
 TF1846
 TF1846  ELLIP H (08/07/97)  444.25   (m)                       GP(       ) 1 1
 TF1846  NAD 83(1986)-  48 24 00.93393(N)    100 02 15.06948(W) AD(       ) 3
 TF1846  NAVD 88 (08/07/97)  466.01   (m)         1528.9    (f) LEVELING    3  
 TF1846  NGVD 29 (08/25/89)  465.66   (m)         1527.8    (f) LEVELING    3  
 TF1846
 TF1846.Superseded values are not recommended for survey control.
 TF1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1846.See file dsdata.txt to determine how the superseded data were derived.
 TF1846
 TF1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2320761309(NAD 83)
 TF1846_MARKER: DB = BENCH MARK DISK
 TF1846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1846_SP_SET: STAINLESS STEEL ROD
 TF1846_STAMPING: J 474 1982
 TF1846_MARK LOGO: NGS   
 TF1846_PROJECTION: RECESSED 5 CENTIMETERS
 TF1846_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF1846+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 TF1846_ROD/PIPE-DEPTH: 10.9 meters
 TF1846
 TF1846  HISTORY     - Date     Condition        Report By
 TF1846  HISTORY     - 1982     MONUMENTED       NGS
 TF1846  HISTORY     - 19880921 GOOD             NGS
 TF1846  HISTORY     - 19900512 GOOD             NGS
 TF1846  HISTORY     - 19960917 GOOD             NGS
 TF1846  HISTORY     - 20020520 GOOD             NGS
 TF1846
 TF1846                          STATION DESCRIPTION
 TF1846
 TF1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1846'6.4 KM (4.0 MI) NORTH FROM RUGBY.
 TF1846'6.4 KM (4.0 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 TF1846'HIGHWAY 2 IN RUGBY, AT A SECTION ROAD, 43.6 METERS (143.0 FT)
 TF1846'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 23.5 METERS
 TF1846'(77.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS (36.0 FT)
 TF1846'WEST-NORTHWEST OF THE NORTH END OF A GALVANIZED PIPE CULVERT,
 TF1846'9.5 METERS (31.0 FT) NORTH OF THE CENTER OF THE SECTION ROAD,
 TF1846'4.9 METERS (16.0 FT) WEST OF A GUY WIRE THAT IS EAST OF A POWER POLE,
 TF1846'AND 0.8 METER (2.5 FT) NORTH OF A POWER POLE WITH TWO GUY WIRES.
 TF1846'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1846'THE MARK IS 0.6 M BELOW HIGHWAY.
 TF1846
 TF1846                          STATION RECOVERY (1988)
 TF1846
 TF1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF1846'TO REACH THE STATION FROM THE RUGBY MUNICIPAL AIRPORT AT RUGBY, NORTH
 TF1846'DAKOTA, GO NORTHWEST ON STATE HIGHWAY 3 FOR 1.61 KM (1.00 MI) TO A
 TF1846'GRAVEL SIDE ROAD LEFT AND THE STATION MARK ON THE LEFT.
 TF1846'THE MARK IS SET ABOUT 28 PACES WEST OF THE APPROXIMATE CENTER OF THE
 TF1846'HIGHWAY AND ABOUT 12 PACES NORTH OF THE APPROXIMATE CENTER OF THE
 TF1846'GRAVEL ROAD.
 TF1846'TYPED BY E.A.R.
 TF1846
 TF1846                          STATION RECOVERY (1990)
 TF1846
 TF1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TF1846'THE STATION IS LOCATED APPROXIMATELY 3070 FT (935.7 M) NORTHWEST OF
 TF1846'RUNWAY END 12.  THE STATION IS 143 FT (43.6 M) SOUTH-SOUTHEAST OF THE
 TF1846'SOUTHEAST CORNER OF A HOUSE.  IT IS APPROXIMATELY 77 FT (23.5 M) WEST
 TF1846'OF THE CENTERLINE OF THE HIGHWAY, AND 36 FT (11.0 M) WEST-NORTHWEST OF
 TF1846'THE NORTH END OF A GALVANIZED PIPE CULVERT, AND 31 FT (9.4 M) NORTH OF
 TF1846'THE CENTER OF THE SECTION ROAD.  THE STATION IS A STAINLESS STEEL ROD
 TF1846'IN A SLEEVE WITH A LOGO CAP STAMPED J 474 1982.
 TF1846
 TF1846                          STATION RECOVERY (1996)
 TF1846
 TF1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 TF1846'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 5 KM
 TF1846'(3.10 MI) NORTHWEST OF RUGBY IN THE NORTHWEST QUADRANT OF THE
 TF1846'INTERSECTION OF STATE HIGHWAY 3 AND A SECTION LINE ROAD, AND NEAR THE
 TF1846'SOUTHEAST CORNER OF THE LAWN OF A FARM HOUSE.  OWNERSHIP -- DARYL
 TF1846'KUHNHENN, 6811 HIGHWAY 3 NORTH, RUGBY, ND 58368-8453.  PHONE
 TF1846'701-776-5126.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND
 TF1846'STATE HIGHWAY 3 ON THE SOUTHWEST SIDE OF RUGBY, GO NORTH ON HIGHWAY 3
 TF1846'FOR 1.85 KM (1.15 MI) TO A CROSSROAD.  TURN LEFT, WEST AND NORTHWEST,
 TF1846'ON HIGHWAY 3 FOR 2.8 KM (1.75 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 TF1846'RIGHT.  CONTINUE NORTHWEST ON HIGHWAY 3 FOR 1.60 KM (1.00 MI) TO THE
 TF1846'STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE ON THE TOP (NOT
 TF1846'CENTERED) OF A STAINLESS STEEL DATUM POINT CRIMPED TO A STAINLESS
 TF1846'STEEL ROD ENCASED IN A 12.7 PVC PIPE WITH A LOGO CAP SURROUNDED BY
 TF1846'CONCRETE RECESSED 5 CM BELOW THE GROUND.  IT IS 23.5 M (77.1 FT) WEST
 TF1846'OF THE HIGHWAY CENTER, 10.2 M (33.5 FT) NORTH OF THE GRAVEL ROAD
 TF1846'CENTER, 5.5 M (18.0 FT) WEST-SOUTHWEST OF THE NORTH END OF A CULVERT,
 TF1846'AND 4.8 M (15.7 FT) SOUTH OF THE SOUTH END OF A WOODEN FENCE.
 TF1846
 TF1846                          STATION RECOVERY (2002)
 TF1846
 TF1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 TF1846'THE STATION IS LOCATED ABOUT 3.10 MILES NORTHWEST OF RUGBY, AND NEAR
 TF1846'THE SOUTHEAST
 TF1846'CORNER OF THE LAWN OF A FARM HOUSE.  TO REACH THE STATION FROM THE
 TF1846'JUNCTION OF U.S.
 TF1846'HIGHWAY 2, AND STATE HIGHWAY 3, ON THE SOUTHWEST SIDE OF RUGBY, GO
 TF1846'NORTH ON STATE
 TF1846'HIGHWAY 3 FOR 1.15 MILES (1.85 KM) TO A CROSSROAD.  TURN LEFT, WEST
 TF1846'AND NORTHWEST, ON
 TF1846'STATE HIGHWAY 3 FOR 1.75 MILES (2.8 KM) TO THE AIRPORT ENTRANCE ON THE
 TF1846'RIGHT. CONTINUE
 TF1846'NORTHWEST, ON STATE HIGHWAY 3 FOR 1.0 MILE (1.6 KM) TO THE STATION ON
 TF1846'THE LEFT.  77.1 FEET
 TF1846'(23.5 METERS) WEST OF THE CENTER OF STATE HIGHWAY 3, 43.6 FEET (14.3
 TF1846'METERS) SOUTH OF A
 TF1846'STATE RIGHT OF WAY MARKER, 33.5 FEET (10.2 METERS) NORTH OF THE CENTER
 TF1846'OF A GRAVEL ROAD,
 TF1846'26.1 FEET (7.95 METERS) EAST-NORTHEAST OF 2 MAIL BOXES, 18.0 FEET (5.5
 TF1846'M ETERS)
 TF1846'WEST-SOUTHWEST OF THE NORTH END OF A CULVERT, AND 16.1 FEET (4.9
 TF1846'METERS)
 TF1846'WEST-SOUTHWEST OF A WITNESS POST.
 TF1846'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1872 ***********************************************************************
 TF1872  DESIGNATION -  J 475
 TF1872  PID         -  TF1872
 TF1872  STATE/COUNTY-  ND/ROLETTE
 TF1872  USGS QUAD   -  DUNSEITH (1955)
 TF1872
 TF1872                         *CURRENT SURVEY CONTROL
 TF1872  ___________________________________________________________________
 TF1872* NAD 83(1986)-  48 46 37.     (N)    100 03 03.     (W)     SCALED    
 TF1872* NAVD 88     -       501.617  (meters)    1645.72   (feet)  ADJUSTED  
 TF1872  ___________________________________________________________________
 TF1872  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 TF1872  DYNAMIC HT  -         501.743 (meters)    1646.14  (feet)  COMP
 TF1872  MODELED GRAV-     980,845.5   (mgal)                       NAVD 88
 TF1872
 TF1872  VERT ORDER  -  FIRST     CLASS II
 TF1872
 TF1872.The horizontal coordinates were scaled from a topographic map and have
 TF1872.an estimated accuracy of +/- 6 seconds.
 TF1872
 TF1872.The orthometric height was determined by differential leveling
 TF1872.and adjusted by the National Geodetic Survey in June 1991..
 TF1872
 TF1872.The geoid height was determined by GEOID03.
 TF1872
 TF1872.The dynamic height is computed by dividing the NAVD 88
 TF1872.geopotential number by the normal gravity value computed on the
 TF1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1872.degrees latitude (g = 980.6199 gals.).
 TF1872
 TF1872.The modeled gravity was interpolated from observed gravity values.
 TF1872
 TF1872;                    North         East    Units  Estimated Accuracy
 TF1872;SPC ND N     -   197,670.      633,010.      MT  (+/- 180 meters Scaled)
 TF1872
 TF1872                          SUPERSEDED SURVEY CONTROL
 TF1872
 TF1872.No superseded survey control is available for this station.
 TF1872
 TF1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV227031(NAD 83)
 TF1872_MARKER: I = METAL ROD
 TF1872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1872_SP_SET: STAINLESS STEEL ROD
 TF1872_STAMPING: J 475 1982
 TF1872_MARK LOGO: NGS   
 TF1872_PROJECTION: FLUSH
 TF1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1872_ROD/PIPE-DEPTH: 9.7  meters
 TF1872
 TF1872  HISTORY     - Date     Condition        Report By
 TF1872  HISTORY     - 1982     MONUMENTED       NGS
 TF1872
 TF1872                          STATION DESCRIPTION
 TF1872
 TF1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1872'3.2 KM (2.0 MI) SOUTH FROM DUNSEITH.
 TF1872'3.2 KM (2.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 TF1872'HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD, 22.2 METERS
 TF1872'(73.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 21.0 METERS (69.0 FT)
 TF1872'NORTH OF THE CENTER OF A FIELD ROAD, 17.7 METERS (58.0 FT)
 TF1872'NORTH-NORTHEAST OF THE NORTH END OF A GALVANIZED PIPE CULVERT,
 TF1872'0.8 METER (2.5 FT) NORTH OF A RIGHT-OF-WAY MARKER.
 TF1872'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1872'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1945 ***********************************************************************
 TF1945  DESIGNATION -  J 476
 TF1945  PID         -  TF1945
 TF1945  STATE/COUNTY-  ND/MCHENRY
 TF1945  USGS QUAD   -  TOWNER SE (1954)
 TF1945
 TF1945                         *CURRENT SURVEY CONTROL
 TF1945  ___________________________________________________________________
 TF1945* NAD 83(1986)-  48 21 21.     (N)    100 15 34.     (W)     SCALED    
 TF1945* NAVD 88     -       454.017  (meters)    1489.55   (feet)  ADJUSTED  
 TF1945  ___________________________________________________________________
 TF1945  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TF1945  DYNAMIC HT  -         454.109 (meters)    1489.86  (feet)  COMP
 TF1945  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TF1945
 TF1945  VERT ORDER  -  FIRST     CLASS II
 TF1945
 TF1945.The horizontal coordinates were scaled from a topographic map and have
 TF1945.an estimated accuracy of +/- 6 seconds.
 TF1945
 TF1945.The orthometric height was determined by differential leveling
 TF1945.and adjusted by the National Geodetic Survey in June 1991..
 TF1945
 TF1945.The geoid height was determined by GEOID03.
 TF1945
 TF1945.The dynamic height is computed by dividing the NAVD 88
 TF1945.geopotential number by the normal gravity value computed on the
 TF1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1945.degrees latitude (g = 980.6199 gals.).
 TF1945
 TF1945.The modeled gravity was interpolated from observed gravity values.
 TF1945
 TF1945;                    North         East    Units  Estimated Accuracy
 TF1945;SPC ND N     -   150,770.      617,830.      MT  (+/- 180 meters Scaled)
 TF1945
 TF1945                          SUPERSEDED SURVEY CONTROL
 TF1945
 TF1945.No superseded survey control is available for this station.
 TF1945
 TF1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU067566(NAD 83)
 TF1945_MARKER: I = METAL ROD
 TF1945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1945_SP_SET: STAINLESS STEEL ROD
 TF1945_STAMPING: J 476 1982
 TF1945_MARK LOGO: NGS   
 TF1945_PROJECTION: FLUSH
 TF1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1945_ROD/PIPE-DEPTH: 9.7  meters
 TF1945
 TF1945  HISTORY     - Date     Condition        Report By
 TF1945  HISTORY     - 1982     MONUMENTED       NGS
 TF1945
 TF1945                          STATION DESCRIPTION
 TF1945
 TF1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1945'11.5 KM (7.15 MI) EAST FROM TOWNER.
 TF1945'11.5 KM (7.15 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1945'ROUTE 14 NORTH IN TOWNER, AT A SECTION LINE ROAD NEAR A TWO STORY
 TF1945'HOUSE, 0.3 METER (1.0 FT) SOUTH OF A FENCE, 2.1 METERS (7.0 FT) WEST
 TF1945'OF A RIGHT OF WAY MARKER, 11.0 METERS (36.5 FT) EAST OF A POWER POLE
 TF1945'WITH TWO GUY WIRES, 22.2 METERS (73.0 FT) WEST OF A CORNER FENCE POST,
 TF1945'30.1 METERS (99.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TF1945'27.4 METERS (90.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A TWO STORY
 TF1945'HOUSE, AND 32.0 METERS (105.0 FT) WEST OF THE CENTER OF THE SECTION
 TF1945'ROAD.
 TF1945'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1945'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0858 ***********************************************************************
 TD0858  DESIGNATION -  J 477
 TD0858  PID         -  TD0858
 TD0858  STATE/COUNTY-  ND/GRAND FORKS
 TD0858  USGS QUAD   -  FORDVILLE SE (1963)
 TD0858
 TD0858                         *CURRENT SURVEY CONTROL
 TD0858  ___________________________________________________________________
 TD0858* NAD 83(1986)-  48 00 21.     (N)    097 52 21.     (W)     SCALED    
 TD0858* NAVD 88     -       439.098  (meters)    1440.61   (feet)  ADJUSTED  
 TD0858  ___________________________________________________________________
 TD0858  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD0858  DYNAMIC HT  -         439.171 (meters)    1440.85  (feet)  COMP
 TD0858  MODELED GRAV-     980,763.2   (mgal)                       NAVD 88
 TD0858
 TD0858  VERT ORDER  -  FIRST     CLASS II
 TD0858
 TD0858.The horizontal coordinates were scaled from a topographic map and have
 TD0858.an estimated accuracy of +/- 6 seconds.
 TD0858
 TD0858.The orthometric height was determined by differential leveling
 TD0858.and adjusted by the National Geodetic Survey in June 1991..
 TD0858
 TD0858.The geoid height was determined by GEOID03.
 TD0858
 TD0858.The dynamic height is computed by dividing the NAVD 88
 TD0858.geopotential number by the normal gravity value computed on the
 TD0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0858.degrees latitude (g = 980.6199 gals.).
 TD0858
 TD0858.The modeled gravity was interpolated from observed gravity values.
 TD0858
 TD0858;                    North         East    Units  Estimated Accuracy
 TD0858;SPC ND N     -   115,170.      796,010.      MT  (+/- 180 meters Scaled)
 TD0858
 TD0858                          SUPERSEDED SURVEY CONTROL
 TD0858
 TD0858.No superseded survey control is available for this station.
 TD0858
 TD0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU840175(NAD 83)
 TD0858_MARKER: I = METAL ROD
 TD0858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TD0858_SP_SET: STAINLESS STEEL ROD
 TD0858_STAMPING: J 477 1982
 TD0858_MARK LOGO: NGS   
 TD0858_PROJECTION: FLUSH
 TD0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0858_ROD/PIPE-DEPTH: 6.1  meters
 TD0858
 TD0858  HISTORY     - Date     Condition        Report By
 TD0858  HISTORY     - 1982     MONUMENTED       NGS
 TD0858
 TD0858                          STATION DESCRIPTION
 TD0858
 TD0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0858'10.0 KM (6.2 MI) EAST FROM PETERSBURG.
 TD0858'10.0 KM (6.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TD0858'ROAD 5 IN PETERSBURG, TO THE MARK AT THE INTERSECTION OF COUNTY ROAD
 TD0858'32, 100.9 METERS (331.2 FT) EAST OF A RIGHT OF WAY MARKER, 31.7 METERS
 TD0858'(104.1 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 32, 31.0 METERS
 TD0858'(101.5 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2, 0.8 METER
 TD0858'(2.6 FT) WEST OF POWERLINE POLE WITH 4 GUY WIRES, AND 0.15 METERS
 TD0858'(0.6 FT) SOUTH OF A WITNESS POST.
 TD0858'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1569 ***********************************************************************
 TE1569  DESIGNATION -  J 478
 TE1569  PID         -  TE1569
 TE1569  STATE/COUNTY-  ND/RAMSEY
 TE1569  USGS QUAD   -  DEVILS LAKE (1994)
 TE1569
 TE1569                         *CURRENT SURVEY CONTROL
 TE1569  ___________________________________________________________________
 TE1569* NAD 83(1986)-  48 03 15.     (N)    098 46 05.     (W)     SCALED    
 TE1569* NAVD 88     -       445.826  (meters)    1462.68   (feet)  ADJUSTED  
 TE1569  ___________________________________________________________________
 TE1569  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 TE1569  DYNAMIC HT  -         445.901 (meters)    1462.93  (feet)  COMP
 TE1569  MODELED GRAV-     980,766.1   (mgal)                       NAVD 88
 TE1569
 TE1569  VERT ORDER  -  FIRST     CLASS II
 TE1569
 TE1569.The horizontal coordinates were scaled from a topographic map and have
 TE1569.an estimated accuracy of +/- 6 seconds.
 TE1569
 TE1569.The orthometric height was determined by differential leveling
 TE1569.and adjusted by the National Geodetic Survey in June 1991..
 TE1569
 TE1569.The geoid height was determined by GEOID03.
 TE1569
 TE1569.The dynamic height is computed by dividing the NAVD 88
 TE1569.geopotential number by the normal gravity value computed on the
 TE1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1569.degrees latitude (g = 980.6199 gals.).
 TE1569
 TE1569.The modeled gravity was interpolated from observed gravity values.
 TE1569
 TE1569;                    North         East    Units  Estimated Accuracy
 TE1569;SPC ND N     -   118,660.      729,090.      MT  (+/- 180 meters Scaled)
 TE1569
 TE1569                          SUPERSEDED SURVEY CONTROL
 TE1569
 TE1569.No superseded survey control is available for this station.
 TE1569
 TE1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU172223(NAD 83)
 TE1569_MARKER: I = METAL ROD
 TE1569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1569_SP_SET: STAINLESS STEEL ROD
 TE1569_STAMPING: J 478 1982
 TE1569_MARK LOGO: NGS   
 TE1569_PROJECTION: FLUSH
 TE1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1569_ROD/PIPE-DEPTH: 6.0  meters
 TE1569
 TE1569  HISTORY     - Date     Condition        Report By
 TE1569  HISTORY     - 1982     MONUMENTED       NGS
 TE1569
 TE1569                          STATION DESCRIPTION
 TE1569
 TE1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1569'9.6 KM (6.0 MI) SE FROM DEVILS LAKE.
 TE1569'9.6 KM (6.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1569'STATE HIGHWAY 20 IN DEVILS LAKE, 0.3 KM (0.2 MI) WEST OF A POWERLINE
 TE1569'CROSSING THE HIGHWAY, 72.2 METERS (237.0 FT) NORTH OF THE CENTERLINE
 TE1569'OF THE WESTBOUND LANE OF THE HIGHWAY, 13.4 METERS (44.0 FT) WEST OF
 TE1569'THE CENTER OF A COUNTRY ROAD, 4.5 METERS (15.0 FT) EAST OF A RIGHT OF
 TE1569'WAY MARKER, AND 2.4 METERS (8.0 FT) SOUTH OF A POWERLINE POLE AND
 TE1569'BETWEEN THE POLE AND 2 GUY WIRES.
 TE1569'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1569'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1606 ***********************************************************************
 TE1606  DESIGNATION -  J 479
 TE1606  PID         -  TE1606
 TE1606  STATE/COUNTY-  ND/BENSON
 TE1606  USGS QUAD   -  LEEDS (1980)
 TE1606
 TE1606                         *CURRENT SURVEY CONTROL
 TE1606  ___________________________________________________________________
 TE1606* NAD 83(1986)-  48 17 18.     (N)    099 26 01.     (W)     SCALED    
 TE1606* NAVD 88     -       461.542  (meters)    1514.24   (feet)  ADJUSTED  
 TE1606  ___________________________________________________________________
 TE1606  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 TE1606  DYNAMIC HT  -         461.625 (meters)    1514.51  (feet)  COMP
 TE1606  MODELED GRAV-     980,775.7   (mgal)                       NAVD 88
 TE1606
 TE1606  VERT ORDER  -  FIRST     CLASS II
 TE1606
 TE1606.The horizontal coordinates were scaled from a topographic map and have
 TE1606.an estimated accuracy of +/- 6 seconds.
 TE1606
 TE1606.The orthometric height was determined by differential leveling
 TE1606.and adjusted by the National Geodetic Survey in June 1991..
 TE1606
 TE1606.The geoid height was determined by GEOID03.
 TE1606
 TE1606.The dynamic height is computed by dividing the NAVD 88
 TE1606.geopotential number by the normal gravity value computed on the
 TE1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1606.degrees latitude (g = 980.6199 gals.).
 TE1606
 TE1606.The modeled gravity was interpolated from observed gravity values.
 TE1606
 TE1606;                    North         East    Units  Estimated Accuracy
 TE1606;SPC ND N     -   143,790.      679,130.      MT  (+/- 180 meters Scaled)
 TE1606
 TE1606                          SUPERSEDED SURVEY CONTROL
 TE1606
 TE1606.No superseded survey control is available for this station.
 TE1606
 TE1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU678484(NAD 83)
 TE1606_MARKER: I = METAL ROD
 TE1606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1606_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1606_STAMPING: J 479 1982
 TE1606_MARK LOGO: NGS   
 TE1606_PROJECTION: RECESSED 12 CENTIMETERS
 TE1606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1606+STABILITY: POSITION/ELEVATION WELL
 TE1606_ROD/PIPE-DEPTH: 17.0 meters
 TE1606_SLEEVE-DEPTH  : 10.7 meters
 TE1606
 TE1606  HISTORY     - Date     Condition        Report By
 TE1606  HISTORY     - 1982     MONUMENTED       NGS
 TE1606
 TE1606                          STATION DESCRIPTION
 TE1606
 TE1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1606'IN LEEDS.
 TE1606'SET IN THE FRONT LAWN AND BY THE FLAGPOLE AT THE LEEDS PUBLIC
 TE1606'SCHOOL, WHICH IS LOCATED ON THE EAST SIDE OF LEEDS, 3.9 METERS
 TE1606'(13.0 FT) NORTH OF THE FLAGPOLE, 18.8 METERS (62.0 FT) SOUTH OF
 TE1606'THE SOUTHWEST CORNER OF A FOUNDATION OF A MONUMENT SUPPORTING THE
 TE1606'OLD SCHOOL BELL, 25.7 METERS (84.5 FT) EAST-NORTHEAST OF THE CENTER
 TE1606'OF THE TWO DOORS AT THE MAIN ENTRANCE TO THE SCHOOL, 31.3 METERS
 TE1606'(103.0 FT) EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL, 44.8
 TE1606'METERS (147.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL,
 TE1606'AND 68.2 METERS (224.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 2.
 TE1606'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0435 ***********************************************************************
 SL0435  DESIGNATION -  J 48
 SL0435  PID         -  SL0435
 SL0435  STATE/COUNTY-  ND/TRAILL
 SL0435  USGS QUAD   -  BUXTON (1971)
 SL0435
 SL0435                         *CURRENT SURVEY CONTROL
 SL0435  ___________________________________________________________________
 SL0435* NAD 83(1986)-  47 30 51.     (N)    097 04 51.     (W)     SCALED    
 SL0435* NAVD 88     -       283.805  (meters)     931.12   (feet)  ADJUSTED  
 SL0435  ___________________________________________________________________
 SL0435  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 SL0435  DYNAMIC HT  -         283.844 (meters)     931.24  (feet)  COMP
 SL0435  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SL0435
 SL0435  VERT ORDER  -  SECOND    CLASS 0
 SL0435
 SL0435.The horizontal coordinates were scaled from a topographic map and have
 SL0435.an estimated accuracy of +/- 6 seconds.
 SL0435
 SL0435.The orthometric height was determined by differential leveling
 SL0435.and adjusted by the National Geodetic Survey in June 1991..
 SL0435.WARNING-Repeat measurements at this control monument indicate possible
 SL0435.vertical movement.
 SL0435
 SL0435.The geoid height was determined by GEOID03.
 SL0435
 SL0435.The dynamic height is computed by dividing the NAVD 88
 SL0435.geopotential number by the normal gravity value computed on the
 SL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0435.degrees latitude (g = 980.6199 gals.).
 SL0435
 SL0435.The modeled gravity was interpolated from observed gravity values.
 SL0435
 SL0435;                    North         East    Units  Estimated Accuracy
 SL0435;SPC ND N     -    62,880.      857,450.      MT  (+/- 180 meters Scaled)
 SL0435
 SL0435                          SUPERSEDED SURVEY CONTROL
 SL0435
 SL0435  NGVD 29 (??/??/92)  283.443  (m)          929.93   (f) ADJ UNCH    2 0
 SL0435
 SL0435.Superseded values are not recommended for survey control.
 SL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0435.See file dsdata.txt to determine how the superseded data were derived.
 SL0435
 SL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT444640(NAD 83)
 SL0435_MARKER: DB = BENCH MARK DISK
 SL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0435_STAMPING: J 48 1934
 SL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0435+STABILITY: SURFACE MOTION
 SL0435
 SL0435  HISTORY     - Date     Condition        Report By
 SL0435  HISTORY     - 1934     MONUMENTED       CGS
 SL0435  HISTORY     - 1964     GOOD             NGS
 SL0435
 SL0435                          STATION DESCRIPTION
 SL0435
 SL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0435'IN CUMMINGS.
 SL0435'AT CUMMINGS, 3 POLES SOUTH OF THE GREAT NORTHERN RAILWAY STATION, 76
 SL0435'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 65 FEET WEST OF MILEPOST
 SL0435'70, 129 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 130 FEET
 SL0435'WEST OF THE NORTHWEST CORNER OF A GRAIN ELEVATOR, 7 FEET SOUTH OF THE
 SL0435'THIRD POLE SOUTH OF THE STATION, 1.4 FEET WEST OF A METAL WITNESS
 SL0435'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 SL0435'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0991 ***********************************************************************
 SM0991  DESIGNATION -  J 480
 SM0991  PID         -  SM0991
 SM0991  STATE/COUNTY-  ND/BENSON
 SM0991  USGS QUAD   -  CROW HILL (1975)
 SM0991
 SM0991                         *CURRENT SURVEY CONTROL
 SM0991  ___________________________________________________________________
 SM0991* NAD 83(1986)-  47 56 56.     (N)    099 07 28.     (W)     SCALED    
 SM0991* NAVD 88     -       466.615  (meters)    1530.89   (feet)  ADJUSTED  
 SM0991  ___________________________________________________________________
 SM0991  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SM0991  DYNAMIC HT  -         466.684 (meters)    1531.11  (feet)  COMP
 SM0991  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 SM0991
 SM0991  VERT ORDER  -  FIRST     CLASS II
 SM0991
 SM0991.The horizontal coordinates were scaled from a topographic map and have
 SM0991.an estimated accuracy of +/- 6 seconds.
 SM0991
 SM0991.The orthometric height was determined by differential leveling
 SM0991.and adjusted by the National Geodetic Survey in June 1991..
 SM0991
 SM0991.The geoid height was determined by GEOID03.
 SM0991
 SM0991.The dynamic height is computed by dividing the NAVD 88
 SM0991.geopotential number by the normal gravity value computed on the
 SM0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0991.degrees latitude (g = 980.6199 gals.).
 SM0991
 SM0991.The modeled gravity was interpolated from observed gravity values.
 SM0991
 SM0991;                    North         East    Units  Estimated Accuracy
 SM0991;SPC ND N     -   106,420.      702,740.      MT  (+/- 180 meters Scaled)
 SM0991
 SM0991                          SUPERSEDED SURVEY CONTROL
 SM0991
 SM0991  NGVD 29 (04/23/90)  466.235  (m)         1529.64   (f) ADJUSTED    1 2
 SM0991
 SM0991.Superseded values are not recommended for survey control.
 SM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0991.See file dsdata.txt to determine how the superseded data were derived.
 SM0991
 SM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU907106(NAD 83)
 SM0991_MARKER: I = METAL ROD
 SM0991_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0991_SP_SET: STAINLESS STEEL ROD
 SM0991_STAMPING: J 480 1982
 SM0991_MARK LOGO: NGS   
 SM0991_PROJECTION: FLUSH
 SM0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0991_ROD/PIPE-DEPTH: 4.87 meters
 SM0991
 SM0991  HISTORY     - Date     Condition        Report By
 SM0991  HISTORY     - 1982     MONUMENTED       NGS
 SM0991
 SM0991                          STATION DESCRIPTION
 SM0991
 SM0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0991'13.8 KM (8.6 MI) NORTH FROM SHEYENNE.
 SM0991'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0991'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 13.8 KM (8.55 MI)
 SM0991'NORTH ON U.S. HIGHWAY 281 TO A SIDE ROAD (EAST) AND THE MARK,
 SM0991'43.3 METERS (142.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SM0991'13.4 METERS (44.0 FT) SOUTH OF THE CENTER OF THE SIDE ROAD,
 SM0991'11.9 METERS (39.0 FT) EAST OF A NORTH-SOUTH FENCE LINE, AND 0.3 METER
 SM0991'(1.0 FT) NORTH OF AN EAST-WEST FENCE LINE.
 SM0991'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SM0991'THE MARK IS 1.52 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1013 ***********************************************************************
 SM1013  DESIGNATION -  J 481
 SM1013  PID         -  SM1013
 SM1013  STATE/COUNTY-  ND/EDDY
 SM1013  USGS QUAD   -  NEW ROCKFORD NE (1986)
 SM1013
 SM1013                         *CURRENT SURVEY CONTROL
 SM1013  ___________________________________________________________________
 SM1013* NAD 83(1986)-  47 38 35.     (N)    099 07 02.     (W)     SCALED    
 SM1013* NAVD 88     -       469.782  (meters)    1541.28   (feet)  ADJUSTED  
 SM1013  ___________________________________________________________________
 SM1013  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 SM1013  DYNAMIC HT  -         469.830 (meters)    1541.43  (feet)  COMP
 SM1013  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 SM1013
 SM1013  VERT ORDER  -  FIRST     CLASS II
 SM1013
 SM1013.The horizontal coordinates were scaled from a topographic map and have
 SM1013.an estimated accuracy of +/- 6 seconds.
 SM1013
 SM1013.The orthometric height was determined by differential leveling
 SM1013.and adjusted by the National Geodetic Survey in June 1991..
 SM1013
 SM1013.The geoid height was determined by GEOID03.
 SM1013
 SM1013.The dynamic height is computed by dividing the NAVD 88
 SM1013.geopotential number by the normal gravity value computed on the
 SM1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1013.degrees latitude (g = 980.6199 gals.).
 SM1013
 SM1013.The modeled gravity was interpolated from observed gravity values.
 SM1013
 SM1013;                    North         East    Units  Estimated Accuracy
 SM1013;SPC ND N     -    72,430.      703,890.      MT  (+/- 180 meters Scaled)
 SM1013
 SM1013                          SUPERSEDED SURVEY CONTROL
 SM1013
 SM1013  NGVD 29 (04/23/90)  469.397  (m)         1540.01   (f) ADJUSTED    1 2
 SM1013
 SM1013.Superseded values are not recommended for survey control.
 SM1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1013.See file dsdata.txt to determine how the superseded data were derived.
 SM1013
 SM1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT911766(NAD 83)
 SM1013_MARKER: I = METAL ROD
 SM1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1013_SP_SET: STAINLESS STEEL ROD
 SM1013_STAMPING: J 481 1982
 SM1013_MARK LOGO: NGS   
 SM1013_PROJECTION: FLUSH
 SM1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1013_ROD/PIPE-DEPTH: 4.87 meters
 SM1013
 SM1013  HISTORY     - Date     Condition        Report By
 SM1013  HISTORY     - 1982     MONUMENTED       NGS
 SM1013
 SM1013                          STATION DESCRIPTION
 SM1013
 SM1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1013'5.5 KM (3.4 MI) SOUTH FROM NEW ROCKFORD.
 SM1013'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1013'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 4.6 KM (2.85 MI)
 SM1013'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, ON THE WEST SIDE OF THE
 SM1013'HIGHWAY, AND ABOUT 0.3 KM (0.2 MI) SOUTH OF A CROSSROAD (STATE ROUTE
 SM1013'15), 26.21 METERS (86.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1013'5.18 METERS (17.0 FT) SOUTHWEST OF A POWERLINE POLE, AND 0.61 METERS
 SM1013'(2.0 FT) NORTH OF A POWERLINE POLE.
 SM1013'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SM1013'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1038 ***********************************************************************
 SM1038  DESIGNATION -  J 482
 SM1038  PID         -  SM1038
 SM1038  STATE/COUNTY-  ND/STUTSMAN
 SM1038  USGS QUAD   -  BORDULAC SW (1951)
 SM1038
 SM1038                         *CURRENT SURVEY CONTROL
 SM1038  ___________________________________________________________________
 SM1038* NAD 83(1986)-  47 16 12.     (N)    098 59 07.     (W)     SCALED    
 SM1038* NAVD 88     -       485.699  (meters)    1593.50   (feet)  ADJUSTED  
 SM1038  ___________________________________________________________________
 SM1038  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SM1038  DYNAMIC HT  -         485.737 (meters)    1593.62  (feet)  COMP
 SM1038  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 SM1038
 SM1038  VERT ORDER  -  FIRST     CLASS II
 SM1038
 SM1038.The horizontal coordinates were scaled from a topographic map and have
 SM1038.an estimated accuracy of +/- 6 seconds.
 SM1038
 SM1038.The orthometric height was determined by differential leveling
 SM1038.and adjusted by the National Geodetic Survey in June 1991..
 SM1038
 SM1038.The geoid height was determined by GEOID03.
 SM1038
 SM1038.The dynamic height is computed by dividing the NAVD 88
 SM1038.geopotential number by the normal gravity value computed on the
 SM1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1038.degrees latitude (g = 980.6199 gals.).
 SM1038
 SM1038.The modeled gravity was interpolated from observed gravity values.
 SM1038
 SM1038;                    North         East    Units  Estimated Accuracy
 SM1038;SPC ND S     -   179,330.      714,610.      MT  (+/- 180 meters Scaled)
 SM1038
 SM1038                          SUPERSEDED SURVEY CONTROL
 SM1038
 SM1038  NGVD 29 (04/23/90)  485.311  (m)         1592.22   (f) ADJUSTED    1 2
 SM1038
 SM1038.Superseded values are not recommended for survey control.
 SM1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1038.See file dsdata.txt to determine how the superseded data were derived.
 SM1038
 SM1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT011351(NAD 83)
 SM1038_MARKER: I = METAL ROD
 SM1038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1038_SP_SET: STAINLESS STEEL ROD
 SM1038_STAMPING: J 482 1982
 SM1038_MARK LOGO: NGS   
 SM1038_PROJECTION: FLUSH
 SM1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1038_ROD/PIPE-DEPTH: 7.3  meters
 SM1038
 SM1038  HISTORY     - Date     Condition        Report By
 SM1038  HISTORY     - 1982     MONUMENTED       NGS
 SM1038
 SM1038                          STATION DESCRIPTION
 SM1038
 SM1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1038'12.9 KM (8.0 MI) NW FROM PINGREE.
 SM1038'12.9 KM (8.0 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1038'STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, AT A SECTION LINE ROAD,
 SM1038'39.62 METERS (130.0 FT) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD,
 SM1038'36.73 METERS (120.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 SM1038'HIGHWAY, AND 0.61 METERS (2.0 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 SM1038'MARKER.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 SM1038'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SM1038'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0433 ***********************************************************************
 RQ0433  DESIGNATION -  J 483
 RQ0433  PID         -  RQ0433
 RQ0433  STATE/COUNTY-  ND/STUTSMAN
 RQ0433  USGS QUAD   -  JAMESTOWN (1990)
 RQ0433
 RQ0433                         *CURRENT SURVEY CONTROL
 RQ0433  ___________________________________________________________________
 RQ0433* NAD 83(1986)-  46 54 46.     (N)    098 42 30.     (W)     SCALED    
 RQ0433* NAVD 88     -       427.401  (meters)    1402.23   (feet)  ADJUSTED  
 RQ0433  ___________________________________________________________________
 RQ0433  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0433  DYNAMIC HT  -         427.420 (meters)    1402.29  (feet)  COMP
 RQ0433  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 RQ0433
 RQ0433  VERT ORDER  -  FIRST     CLASS II
 RQ0433
 RQ0433.The horizontal coordinates were scaled from a topographic map and have
 RQ0433.an estimated accuracy of +/- 6 seconds.
 RQ0433
 RQ0433.The orthometric height was determined by differential leveling
 RQ0433.and adjusted by the National Geodetic Survey in June 1991..
 RQ0433
 RQ0433.The geoid height was determined by GEOID03.
 RQ0433
 RQ0433.The dynamic height is computed by dividing the NAVD 88
 RQ0433.geopotential number by the normal gravity value computed on the
 RQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0433.degrees latitude (g = 980.6199 gals.).
 RQ0433
 RQ0433.The modeled gravity was interpolated from observed gravity values.
 RQ0433
 RQ0433;                    North         East    Units  Estimated Accuracy
 RQ0433;SPC ND S     -   140,070.      736,470.      MT  (+/- 180 meters Scaled)
 RQ0433
 RQ0433                          SUPERSEDED SURVEY CONTROL
 RQ0433
 RQ0433  NGVD 29 (04/23/90)  427.024  (m)         1400.99   (f) ADJUSTED    1 2
 RQ0433
 RQ0433.Superseded values are not recommended for survey control.
 RQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0433.See file dsdata.txt to determine how the superseded data were derived.
 RQ0433
 RQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS222955(NAD 83)
 RQ0433_MARKER: I = METAL ROD
 RQ0433_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0433_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0433_STAMPING: J 483 1982
 RQ0433_MARK LOGO: NGS   
 RQ0433_PROJECTION: FLUSH
 RQ0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0433+STABILITY: POSITION/ELEVATION WELL
 RQ0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0433+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 RQ0433_ROD/PIPE-DEPTH: 7.0  meters
 RQ0433_SLEEVE-DEPTH  : 4.5 meters
 RQ0433
 RQ0433  HISTORY     - Date     Condition        Report By
 RQ0433  HISTORY     - 1982     MONUMENTED       NGS
 RQ0433  HISTORY     - 1982     GOOD             NGS
 RQ0433  HISTORY     - 1982     GOOD             NGS
 RQ0433  HISTORY     - 20060908 GOOD             GEOCAC
 RQ0433
 RQ0433                          STATION DESCRIPTION
 RQ0433
 RQ0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0433'IN JAMESTOWN.
 RQ0433'AT THE CONCORDIA LUTHERAN CHURCH IN JAMESTOWN, AT THE INTERSECTION OF
 RQ0433'1ST AVENUE NORTH AND 5TH STREET NORTHWEST, 15.54 METERS (51.0 FT)
 RQ0433'EAST OF THE CENTERLINE OF 1ST AVENUE NORTH, 13.41 METERS (44.0 FT)
 RQ0433'NORTH OF THE CENTERLINE OF 5TH STREET NORTHWEST, 7.62 METERS
 RQ0433'(25.0 FT) SOUTHWEST OF OF THE CENTER OF THE TWO WOODEN DOORS AT THE
 RQ0433'MAIN ENTRANCE TO THE CHURCH, 4.88 METERS (16.0 FT) SOUTHWEST OF THE
 RQ0433'SOUTHWEST CORNER OF A BRICK ENTRANCE ARCH TO THE CHURCH, 3.96 METERS
 RQ0433'(13.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK LEADING TO THE MAIN
 RQ0433'ENTRANCE OF THE CHURCH, 1.68 METERS (5.5 FT) NORTH OF THE NORTH EDGE
 RQ0433'OF A SIDEWALK, AND 0.91 METERS (3.0 FT) SOUTH OF THE SOUTHEAST CORNER
 RQ0433'OF A BRICK SIGN FOR THE CHURCH.
 RQ0433'THE MARK IS 0.6 M ABOVE STREET.
 RQ0433
 RQ0433                          STATION RECOVERY (1982)
 RQ0433
 RQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0433'RECOVERED IN GOOD CONDITION.
 RQ0433
 RQ0433                          STATION RECOVERY (1982)
 RQ0433
 RQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0433'RECOVERED IN GOOD CONDITION.
 RQ0433
 RQ0433                          STATION RECOVERY (2006)
 RQ0433
 RQ0433'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0433'HANDHELD COORDINATES N46-54-46.20 098-42-30.42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0470 ***********************************************************************
 RQ0470  DESIGNATION -  J 484
 RQ0470  PID         -  RQ0470
 RQ0470  STATE/COUNTY-  ND/KIDDER
 RQ0470  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 RQ0470
 RQ0470                         *CURRENT SURVEY CONTROL
 RQ0470  ___________________________________________________________________
 RQ0470* NAD 83(1986)-  46 52 35.     (N)    099 28 00.     (W)     SCALED    
 RQ0470* NAVD 88     -       554.592  (meters)    1819.52   (feet)  ADJUSTED  
 RQ0470  ___________________________________________________________________
 RQ0470  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 RQ0470  DYNAMIC HT  -         554.608 (meters)    1819.58  (feet)  COMP
 RQ0470  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 RQ0470
 RQ0470  VERT ORDER  -  FIRST     CLASS II
 RQ0470
 RQ0470.The horizontal coordinates were scaled from a topographic map and have
 RQ0470.an estimated accuracy of +/- 6 seconds.
 RQ0470
 RQ0470.The orthometric height was determined by differential leveling
 RQ0470.and adjusted by the National Geodetic Survey in June 1991..
 RQ0470
 RQ0470.The geoid height was determined by GEOID03.
 RQ0470
 RQ0470.The dynamic height is computed by dividing the NAVD 88
 RQ0470.geopotential number by the normal gravity value computed on the
 RQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0470.degrees latitude (g = 980.6199 gals.).
 RQ0470
 RQ0470.The modeled gravity was interpolated from observed gravity values.
 RQ0470
 RQ0470;                    North         East    Units  Estimated Accuracy
 RQ0470;SPC ND S     -   134,990.      678,770.      MT  (+/- 180 meters Scaled)
 RQ0470
 RQ0470                          SUPERSEDED SURVEY CONTROL
 RQ0470
 RQ0470.No superseded survey control is available for this station.
 RQ0470
 RQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS644915(NAD 83)
 RQ0470_MARKER: DB = BENCH MARK DISK
 RQ0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RQ0470_SP_SET: HEADWALL
 RQ0470_STAMPING: J 484 1982
 RQ0470_MARK LOGO: NGS   
 RQ0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0470
 RQ0470  HISTORY     - Date     Condition        Report By
 RQ0470  HISTORY     - 1982     MONUMENTED       NGS
 RQ0470
 RQ0470                          STATION DESCRIPTION
 RQ0470
 RQ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0470'15.0 KM (9.25 MI) WEST FROM MEDINA.
 RQ0470'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0470'BURLINGTON NORTHERN RAILROAD IN MEDINA TO THE INTERSECTION OF
 RQ0470'INTERSTATE HIGHWAY 94, THENCE 13.0 KM (8.1 MI) WEST ALONG INTERSTATE
 RQ0470'94 TO THE MARK SET IN THE NORTHWEST HEADWALL OF THE WESTBOUND LANES
 RQ0470'BRIDGE OVER A SET OF RAILROAD TRACKS, ALSO, 13.4 KM (8.3 MI) EAST
 RQ0470'ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF A ROAD LEADING SOUTH
 RQ0470'TO TAPPEN, 1.0 METER (3.5 FT) NORTHEAST OF A CONCRETE POST WHICH HOLDS
 RQ0470'4 CABLE GUARD RAILS, AND 6.0 METERS (20.0 FT) NORTH OF THE CENTERLINE
 RQ0470'OF THE WESTBOUND LANES OF THE INTERSTATE.
 RQ0470'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0647 ***********************************************************************
 RR0647  DESIGNATION -  J 485
 RR0647  PID         -  RR0647
 RR0647  STATE/COUNTY-  ND/BURLEIGH
 RR0647  USGS QUAD   -  DRISCOLL (1975)
 RR0647
 RR0647                         *CURRENT SURVEY CONTROL
 RR0647  ___________________________________________________________________
 RR0647* NAD 83(1986)-  46 51 42.     (N)    100 12 13.     (W)     SCALED    
 RR0647* NAVD 88     -       590.564  (meters)    1937.54   (feet)  ADJUSTED  
 RR0647  ___________________________________________________________________
 RR0647  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 RR0647  DYNAMIC HT  -         590.575 (meters)    1937.58  (feet)  COMP
 RR0647  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RR0647
 RR0647  VERT ORDER  -  FIRST     CLASS II
 RR0647
 RR0647.The horizontal coordinates were scaled from a topographic map and have
 RR0647.an estimated accuracy of +/- 6 seconds.
 RR0647
 RR0647.The orthometric height was determined by differential leveling
 RR0647.and adjusted by the National Geodetic Survey in June 1991..
 RR0647
 RR0647.The geoid height was determined by GEOID03.
 RR0647
 RR0647.The dynamic height is computed by dividing the NAVD 88
 RR0647.geopotential number by the normal gravity value computed on the
 RR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0647.degrees latitude (g = 980.6199 gals.).
 RR0647
 RR0647.The modeled gravity was interpolated from observed gravity values.
 RR0647
 RR0647;                    North         East    Units  Estimated Accuracy
 RR0647;SPC ND S     -   132,880.      622,600.      MT  (+/- 180 meters Scaled)
 RR0647
 RR0647                          SUPERSEDED SURVEY CONTROL
 RR0647
 RR0647.No superseded survey control is available for this station.
 RR0647
 RR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS082904(NAD 83)
 RR0647_MARKER: I = METAL ROD
 RR0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0647_SP_SET: STAINLESS STEEL ROD
 RR0647_STAMPING: J 485 1982
 RR0647_MARK LOGO: NGS   
 RR0647_PROJECTION: FLUSH
 RR0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0647_ROD/PIPE-DEPTH: 7.3  meters
 RR0647
 RR0647  HISTORY     - Date     Condition        Report By
 RR0647  HISTORY     - 1982     MONUMENTED       NGS
 RR0647
 RR0647                          STATION DESCRIPTION
 RR0647
 RR0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0647'7.25 KM (4.5 MI) WEST FROM DRISCOLL.
 RR0647'2.25 KM (1.4 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RR0647'BURLINGTON NORTHERN RAILROAD IN DRISCOLL TO THE JUNCTION OF INTERSTATE
 RR0647'HIGHWAY 94, THENCE 5.0 KM (3.1 MI) WEST ALONG INTERSTATE HIGHWAY 94 TO
 RR0647'THE MARK SET AT A JOG IN THE RIGHT OF WAY FENCE WHERE THE POWERLINE
 RR0647'CROSSES THE INTERSTATE AND GOES UNDER THE HIGH TENSION POWERLINES,
 RR0647'ALSO 7.7 KM (4.8 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RR0647'JUNCTION OF U.S. HIGHWAY 83 SOUTH WHICH IS 2.4 KM (1.5 MI) NORTH OF
 RR0647'THE TOWN OF STERLING, 47.9 METERS (157.0 FT) NORTH OF THE CENTERLINE
 RR0647'OF THE WESTBOUND LANES OF THE INTERSTATE, 60.9 METERS (200.0 FT)
 RR0647'WEST-SOUTHWEST OF THE SOUTHEAST LEG OF A LARGE HIGH TENSION POWERLINE
 RR0647'TOWER, 26.9 METERS (88.0 FT) SOUTHEAST OF THE CENTER OF THE
 RR0647'INTERSECTION OF A PRIVATE DRIVEWAY AND A CURVE IN THE NORTH AND WEST
 RR0647'ROAD, 21.9 METERS (72.0 FT) NORTH-NORTHEAST THE SOUTHERNMOST SOUTHEAST
 RR0647'CORNER OF THE JOG IN THE RIGHT OF WAY FENCE, 4.3 METERS (14.0 FT) EAST
 RR0647'OF A RIGHT OF WAY MARKER, AND 1.0 METER (3.5 FT) SOUTH-SOUTHEAST OF A
 RR0647'POWER POLE WITH ONE GUY WIRE.
 RR0647'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0492 ***********************************************************************
 RQ0492  DESIGNATION -  J 486
 RQ0492  PID         -  RQ0492
 RQ0492  STATE/COUNTY-  ND/KIDDER
 RQ0492  USGS QUAD   -  STEELE (1975)
 RQ0492
 RQ0492                         *CURRENT SURVEY CONTROL
 RQ0492  ___________________________________________________________________
 RQ0492* NAD 83(1986)-  46 51 58.     (N)    099 53 24.     (W)     SCALED    
 RQ0492* NAVD 88     -       560.355  (meters)    1838.43   (feet)  ADJUSTED  
 RQ0492  ___________________________________________________________________
 RQ0492  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 RQ0492  DYNAMIC HT  -         560.367 (meters)    1838.47  (feet)  COMP
 RQ0492  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 RQ0492
 RQ0492  VERT ORDER  -  FIRST     CLASS II
 RQ0492
 RQ0492.The horizontal coordinates were scaled from a topographic map and have
 RQ0492.an estimated accuracy of +/- 6 seconds.
 RQ0492
 RQ0492.The orthometric height was determined by differential leveling
 RQ0492.and adjusted by the National Geodetic Survey in June 1991..
 RQ0492
 RQ0492.The geoid height was determined by GEOID03.
 RQ0492
 RQ0492.The dynamic height is computed by dividing the NAVD 88
 RQ0492.geopotential number by the normal gravity value computed on the
 RQ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0492.degrees latitude (g = 980.6199 gals.).
 RQ0492
 RQ0492.The modeled gravity was interpolated from observed gravity values.
 RQ0492
 RQ0492;                    North         East    Units  Estimated Accuracy
 RQ0492;SPC ND S     -   133,510.      646,510.      MT  (+/- 180 meters Scaled)
 RQ0492
 RQ0492                          SUPERSEDED SURVEY CONTROL
 RQ0492
 RQ0492.No superseded survey control is available for this station.
 RQ0492
 RQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS321906(NAD 83)
 RQ0492_MARKER: I = METAL ROD
 RQ0492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0492_SP_SET: STAINLESS STEEL ROD
 RQ0492_STAMPING: J 486 1982
 RQ0492_MARK LOGO: NGS   
 RQ0492_PROJECTION: FLUSH
 RQ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0492_ROD/PIPE-DEPTH: 4.8  meters
 RQ0492
 RQ0492  HISTORY     - Date     Condition        Report By
 RQ0492  HISTORY     - 1982     MONUMENTED       NGS
 RQ0492
 RQ0492                          STATION DESCRIPTION
 RQ0492
 RQ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0492'1.9 KM (1.2 MI) EAST FROM STEELE.
 RQ0492'1.9 KM (1.2 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0492'STATE HIGHWAY 3 NORTH IN STEELE, 47.8 METERS (157.0 FT)
 RQ0492'NORTH-NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RQ0492'INTERSTATE, 1.1 METERS (3.5 FT) SOUTH OF A POWERLINE POLE WITH 2 GUY
 RQ0492'WIRES AND LINES CROSSING THE INTERSTATE, 1.8 METERS (6.0 FT) EAST OF A
 RQ0492'FENCE POST, 0.3 METER (1.0 FT) SOUTH-SOUTHEAST OF A RIGHT OF WAY
 RQ0492'FENCE, AND 6.8 METERS (22.5 FT) EAST OF A BRACED FENCE POST, THE
 RQ0492'EASTERNMOST ONE.  NOTE, ROD DRIVEN TO REFUSAL.
 RQ0492'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 RQ0492'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0632 ***********************************************************************
 RR0632  DESIGNATION -  J 487
 RR0632  PID         -  RR0632
 RR0632  STATE/COUNTY-  ND/BURLEIGH
 RR0632  USGS QUAD   -  BURNT BUTTE (1979)
 RR0632
 RR0632                         *CURRENT SURVEY CONTROL
 RR0632  ___________________________________________________________________
 RR0632* NAD 83(1986)-  46 52 54.     (N)    100 46 17.     (W)     SCALED    
 RR0632* NAVD 88     -       563.778  (meters)    1849.66   (feet)  ADJUSTED  
 RR0632  ___________________________________________________________________
 RR0632  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0632  DYNAMIC HT  -         563.787 (meters)    1849.69  (feet)  COMP
 RR0632  MODELED GRAV-     980,611.4   (mgal)                       NAVD 88
 RR0632
 RR0632  VERT ORDER  -  FIRST     CLASS II
 RR0632
 RR0632.The horizontal coordinates were scaled from a topographic map and have
 RR0632.an estimated accuracy of +/- 6 seconds.
 RR0632
 RR0632.The orthometric height was determined by differential leveling
 RR0632.and adjusted by the National Geodetic Survey in June 1991..
 RR0632
 RR0632.The geoid height was determined by GEOID03.
 RR0632
 RR0632.The dynamic height is computed by dividing the NAVD 88
 RR0632.geopotential number by the normal gravity value computed on the
 RR0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0632.degrees latitude (g = 980.6199 gals.).
 RR0632
 RR0632.The modeled gravity was interpolated from observed gravity values.
 RR0632
 RR0632;                    North         East    Units  Estimated Accuracy
 RR0632;SPC ND S     -   135,090.      579,320.      MT  (+/- 180 meters Scaled)
 RR0632
 RR0632                          SUPERSEDED SURVEY CONTROL
 RR0632
 RR0632.No superseded survey control is available for this station.
 RR0632
 RR0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS650935(NAD 83)
 RR0632_MARKER: I = METAL ROD
 RR0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0632_SP_SET: STAINLESS STEEL ROD
 RR0632_STAMPING: J 487 1982
 RR0632_MARK LOGO: NGS   
 RR0632_PROJECTION: FLUSH
 RR0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0632_ROD/PIPE-DEPTH: 5.8  meters
 RR0632
 RR0632  HISTORY     - Date     Condition        Report By
 RR0632  HISTORY     - 1982     MONUMENTED       NGS
 RR0632
 RR0632                          STATION DESCRIPTION
 RR0632
 RR0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0632'5.6 KM (3.5 MI) NORTH FROM BISMARCK.
 RR0632'5.6 KM (3.5 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0632'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.8 KM (0.5 MI) SOUTH OF
 RR0632'MILEPOST 93, 0.8 KM (0.5 MI) NORTH OF MILEPOST 92, 40.2 METERS (131.9
 RR0632'FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 RR0632'22.4 METERS (73.5 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING EAST
 RR0632'AND 0.9 METER (3.0 FT) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER.
 RR0632'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0632'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0632'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1451 ***********************************************************************
 SN1451  DESIGNATION -  J 488
 SN1451  PID         -  SN1451
 SN1451  STATE/COUNTY-  ND/MCLEAN
 SN1451  USGS QUAD   -  SANGER (1966)
 SN1451
 SN1451                         *CURRENT SURVEY CONTROL
 SN1451  ___________________________________________________________________
 SN1451* NAD 83(1986)-  47 12 36.     (N)    100 54 54.     (W)     SCALED    
 SN1451* NAVD 88     -       551.934  (meters)    1810.80   (feet)  ADJUSTED  
 SN1451  ___________________________________________________________________
 SN1451  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SN1451  DYNAMIC HT  -         551.957 (meters)    1810.88  (feet)  COMP
 SN1451  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 SN1451
 SN1451  VERT ORDER  -  FIRST     CLASS II
 SN1451
 SN1451.The horizontal coordinates were scaled from a topographic map and have
 SN1451.an estimated accuracy of +/- 6 seconds.
 SN1451
 SN1451.The orthometric height was determined by differential leveling
 SN1451.and adjusted by the National Geodetic Survey in June 1991..
 SN1451
 SN1451.The geoid height was determined by GEOID03.
 SN1451
 SN1451.The dynamic height is computed by dividing the NAVD 88
 SN1451.geopotential number by the normal gravity value computed on the
 SN1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1451.degrees latitude (g = 980.6199 gals.).
 SN1451
 SN1451.The modeled gravity was interpolated from observed gravity values.
 SN1451
 SN1451;                    North         East    Units  Estimated Accuracy
 SN1451;SPC ND N     -    23,430.      568,560.      MT  (+/- 180 meters Scaled)
 SN1451
 SN1451                          SUPERSEDED SURVEY CONTROL
 SN1451
 SN1451.No superseded survey control is available for this station.
 SN1451
 SN1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT549302(NAD 83)
 SN1451_MARKER: I = METAL ROD
 SN1451_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SN1451+WITH SETTING: INFORMATION.
 SN1451_SP_SET: SHALLOW SET METAL ROD
 SN1451_STAMPING: J 488 1982
 SN1451_MARK LOGO: NGS   
 SN1451_PROJECTION: FLUSH
 SN1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1451_ROD/PIPE-DEPTH: 1.2  meters
 SN1451
 SN1451  HISTORY     - Date     Condition        Report By
 SN1451  HISTORY     - 1982     MONUMENTED       NGS
 SN1451
 SN1451                          STATION DESCRIPTION
 SN1451
 SN1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1451'12.2 KM (7.6 MI) NW FROM WILTON.
 SN1451'12.2 KM (7.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1451'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.4 KM (0.25
 SN1451'MI) NORTHWEST OF MILEPOST 119, 0.3 KM (0.2 MI) NORTHWEST OF A
 SN1451'CROSSROAD, 44.8 METERS (147.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 SN1451'NORTH BOUND LANES OF THE HIGHWAY AND 25.1 METERS (82.3 FT) NORTHWEST
 SN1451'OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=REFUSAL WAS REACHED AT 3.9 FT.
 SN1451'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1451'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 SN1451'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0561 ***********************************************************************
 RR0561  DESIGNATION -  J 489
 RR0561  PID         -  RR0561
 RR0561  STATE/COUNTY-  ND/MORTON
 RR0561  USGS QUAD   -  MANDAN (1976)
 RR0561
 RR0561                         *CURRENT SURVEY CONTROL
 RR0561  ___________________________________________________________________
 RR0561* NAD 83(1986)-  46 50 26.     (N)    100 59 38.     (W)     SCALED    
 RR0561* NAVD 88     -       514.535  (meters)    1688.10   (feet)  ADJUSTED  
 RR0561  ___________________________________________________________________
 RR0561  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 RR0561  DYNAMIC HT  -         514.543 (meters)    1688.13  (feet)  COMP
 RR0561  MODELED GRAV-     980,612.6   (mgal)                       NAVD 88
 RR0561
 RR0561  VERT ORDER  -  FIRST     CLASS II
 RR0561
 RR0561.The horizontal coordinates were scaled from a topographic map and have
 RR0561.an estimated accuracy of +/- 6 seconds.
 RR0561
 RR0561.The orthometric height was determined by differential leveling
 RR0561.and adjusted by the National Geodetic Survey in June 1991..
 RR0561
 RR0561.The geoid height was determined by GEOID03.
 RR0561
 RR0561.The dynamic height is computed by dividing the NAVD 88
 RR0561.geopotential number by the normal gravity value computed on the
 RR0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0561.degrees latitude (g = 980.6199 gals.).
 RR0561
 RR0561.The modeled gravity was interpolated from observed gravity values.
 RR0561
 RR0561;                    North         East    Units  Estimated Accuracy
 RR0561;SPC ND S     -   130,600.      562,330.      MT  (+/- 180 meters Scaled)
 RR0561
 RR0561                          SUPERSEDED SURVEY CONTROL
 RR0561
 RR0561.No superseded survey control is available for this station.
 RR0561
 RR0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS479893(NAD 83)
 RR0561_MARKER: I = METAL ROD
 RR0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0561_SP_SET: STAINLESS STEEL ROD
 RR0561_STAMPING: J 489 1982
 RR0561_MARK LOGO: NGS   
 RR0561_PROJECTION: FLUSH
 RR0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0561_ROD/PIPE-DEPTH: 8.5  meters
 RR0561
 RR0561  HISTORY     - Date     Condition        Report By
 RR0561  HISTORY     - 1982     MONUMENTED       NGS
 RR0561
 RR0561                          STATION DESCRIPTION
 RR0561
 RR0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0561'7.3 KM (4.55 MI) WEST FROM MANDAN.
 RR0561'7.3 KM (4.55 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0561'WITH STATE HIGHWAY 6 IN MANDAN, 47.2 METERS (154.9 FT) NORTHEAST OF
 RR0561'THE CENTERLINE OF THE HIGHWAY AND 4.0 METERS (13.1 FT) SOUTHEAST OF
 RR0561'THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 RR0561'THROUGH A 5-INCH LOGO CAP.
 RR0561'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 RR0561'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0603 ***********************************************************************
 RR0603  DESIGNATION -  J 490
 RR0603  PID         -  RR0603
 RR0603  STATE/COUNTY-  ND/MORTON
 RR0603  USGS QUAD   -  DENGATE (1980)
 RR0603
 RR0603                         *CURRENT SURVEY CONTROL
 RR0603  ___________________________________________________________________
 RR0603* NAD 83(1986)-  46 50 51.     (N)    101 38 20.     (W)     SCALED    
 RR0603* NAVD 88     -       646.186  (meters)    2120.03   (feet)  ADJUSTED  
 RR0603  ___________________________________________________________________
 RR0603  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 RR0603  DYNAMIC HT  -         646.187 (meters)    2120.03  (feet)  COMP
 RR0603  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 RR0603
 RR0603  VERT ORDER  -  FIRST     CLASS II
 RR0603
 RR0603.The horizontal coordinates were scaled from a topographic map and have
 RR0603.an estimated accuracy of +/- 6 seconds.
 RR0603
 RR0603.The orthometric height was determined by differential leveling
 RR0603.and adjusted by the National Geodetic Survey in June 1991..
 RR0603
 RR0603.The geoid height was determined by GEOID03.
 RR0603
 RR0603.The dynamic height is computed by dividing the NAVD 88
 RR0603.geopotential number by the normal gravity value computed on the
 RR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0603.degrees latitude (g = 980.6199 gals.).
 RR0603
 RR0603.The modeled gravity was interpolated from observed gravity values.
 RR0603
 RR0603;                    North         East    Units  Estimated Accuracy
 RR0603;SPC ND S     -   131,890.      513,140.      MT  (+/- 180 meters Scaled)
 RR0603
 RR0603                          SUPERSEDED SURVEY CONTROL
 RR0603
 RR0603.No superseded survey control is available for this station.
 RR0603
 RR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS988915(NAD 83)
 RR0603_MARKER: I = METAL ROD
 RR0603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0603_SP_SET: STAINLESS STEEL ROD
 RR0603_STAMPING: J 490 1982
 RR0603_MARK LOGO: NGS   
 RR0603_PROJECTION: FLUSH
 RR0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0603_ROD/PIPE-DEPTH: 5.5  meters
 RR0603
 RR0603  HISTORY     - Date     Condition        Report By
 RR0603  HISTORY     - 1982     MONUMENTED       NGS
 RR0603
 RR0603                          STATION DESCRIPTION
 RR0603
 RR0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0603'16.9 KM (10.5 MI) WEST FROM NEW SALEM.
 RR0603'16.9 KM (10.5 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION
 RR0603'WITH STATE HIGHWAY 31 IN NEW SALEM, OR 15.6 KM (9.7 MI) EASTERLY ALONG
 RR0603'COUNTY ROAD 139 FROM THE BURLINGTON NORTHERN RAILROAD STATION IN GLEN
 RR0603'ULLIN, 16.3 METERS (53.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 14.5
 RR0603'METERS (47.6 FT) WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH
 RR0603'AND 3.4 METERS (11.2 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 RR0603'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0603'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0603'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0267 ***********************************************************************
 RS0267  FBN         -  This is a Federal Base Network Control Station.
 RS0267  DESIGNATION -  J 491
 RS0267  PID         -  RS0267
 RS0267  STATE/COUNTY-  ND/STARK
 RS0267  USGS QUAD   -  INDIAN BUTTE (1973)
 RS0267
 RS0267                         *CURRENT SURVEY CONTROL
 RS0267  ___________________________________________________________________
 RS0267* NAD 83(1996)-  46 52 37.02575(N)    102 11 30.24834(W)     ADJUSTED  
 RS0267* NAVD 88     -       711.442  (meters)    2334.12   (feet)  ADJUSTED  
 RS0267  ___________________________________________________________________
 RS0267  X           -    -922,483.773 (meters)                     COMP
 RS0267  Y           -  -4,269,637.923 (meters)                     COMP
 RS0267  Z           -   4,632,930.583 (meters)                     COMP
 RS0267  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 RS0267  ELLIP HEIGHT-         692.92  (meters)          (04/07/03) GPS OBS
 RS0267  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 RS0267  DYNAMIC HT  -         711.439 (meters)    2334.11  (feet)  COMP
 RS0267  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 RS0267
 RS0267  HORZ ORDER  -  B
 RS0267  VERT ORDER  -  FIRST     CLASS II
 RS0267  ELLP ORDER  -  THIRD     CLASS II
 RS0267
 RS0267.The horizontal coordinates were established by GPS observations
 RS0267.and adjusted by the National Geodetic Survey in August 1997..
 RS0267
 RS0267.The orthometric height was determined by differential leveling
 RS0267.and adjusted by the National Geodetic Survey in June 1991..
 RS0267
 RS0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0267
 RS0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0267
 RS0267.The ellipsoidal height was determined by GPS observations
 RS0267.and is referenced to NAD 83.
 RS0267
 RS0267.The geoid height was determined by GEOID03.
 RS0267
 RS0267.The dynamic height is computed by dividing the NAVD 88
 RS0267.geopotential number by the normal gravity value computed on the
 RS0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0267.degrees latitude (g = 980.6199 gals.).
 RS0267
 RS0267.The modeled gravity was interpolated from observed gravity values.
 RS0267
 RS0267;                    North         East     Units Scale Factor Converg.
 RS0267;SPC ND S     -   135,919.994   471,056.465   MT  0.99993612   -1 14 02.1
 RS0267;SPC ND S     -   445,931.74  1,545,460.84   iFT  0.99993612   -1 14 02.1
 RS0267;UTM  13      - 5,195,319.391   713,984.060   MT  1.00016282   +2 03 01.8
 RS0267
 RS0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0267!SPC ND S     -   0.99989140  x   0.99993612  =   0.99982752
 RS0267!UTM  13      -   0.99989140  x   1.00016282  =   1.00005420
 RS0267
 RS0267                          SUPERSEDED SURVEY CONTROL
 RS0267
 RS0267  ELLIP H (08/29/97)  692.99   (m)                       GP(       ) 3 2
 RS0267  NAVD 88 (08/29/97)  711.44   (m)         2334.1    (f) LEVELING    3  
 RS0267
 RS0267.Superseded values are not recommended for survey control.
 RS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0267.See file dsdata.txt to determine how the superseded data were derived.
 RS0267
 RS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM1398495319(NAD 83)
 RS0267_MARKER: I = METAL ROD
 RS0267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0267_SP_SET: STAINLESS STEEL ROD
 RS0267_STAMPING: J 491 1982
 RS0267_MARK LOGO: NGS   
 RS0267_PROJECTION: FLUSH
 RS0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0267+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 RS0267_ROD/PIPE-DEPTH: 5.5  meters
 RS0267
 RS0267  HISTORY     - Date     Condition        Report By
 RS0267  HISTORY     - 1982     MONUMENTED       NGS
 RS0267  HISTORY     - 19960730 GOOD             NGS
 RS0267  HISTORY     - 20020603 GOOD             NGS
 RS0267
 RS0267                          STATION DESCRIPTION
 RS0267
 RS0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0267'31.8 KM (19.75 MI) WEST FROM GLEN ULLIN.
 RS0267'31.8 KM (19.75 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0267'NORTHERN RAILROAD STATION IN GLEN ULLIN, AT A UTILITY LINE CROSSING,
 RS0267'31.4 METERS (103.0 FT) EAST OF A UTILITY POLE, 19.2 METERS (63.0 FT)
 RS0267'NORTHWEST OF THE CENTERLINE OF THE ROAD AND 5.9 METERS (19.4 FT)
 RS0267'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 RS0267'POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0267'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 RS0267'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RS0267
 RS0267                          STATION RECOVERY (1996)
 RS0267
 RS0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RS0267'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) EAST OF RICHARDTON,
 RS0267'BETWEEN COUNTY ROAD 139 AND A FENCE, ADJACENT TO A GATE AND JUST SOUTH
 RS0267'OF A POWERLINE WITH THREE WIRES.  OWNERSHIP -- NORTH DAKOTA DEPARTMENT
 RS0267'OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 RS0267'INTERSTATE HIGHWAY 94 AND STATE HIGHWAY 8 (EXIT 84) ON THE SOUTHEAST
 RS0267'SIDE OF RICHARDTON, GO NORTH ON HIGHWAY 8 FOR 1.21 KM (0.75 MI) TO A
 RS0267'PAVED CROSSROAD (COUNTY ROAD 139).  TURN RIGHT, EASTERLY, ON THE ROAD
 RS0267'FOR 8.85 KM (5.50 MI) TO A GRAVEL CROSSROAD (83 R AVENUE SOUTHWEST),
 RS0267'JUST AFTER A RAILROAD TRESTLE.  CONTINUE AHEAD, NORTHEASTERLY, ON
 RS0267'COUNTY ROAD 139 FOR 1.36 KM (0.85 MI) TO THE STATION ON THE LEFT, JUST
 RS0267'BEFORE PASSING UNDER POWERLINES.  THE STATION IS A PUNCH HOLE TOP
 RS0267'CENTER OF A STAINLESS STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A
 RS0267'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 19.2
 RS0267'M (63.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 5.9 M (19.4 FT)
 RS0267'SOUTHWEST OF THE CENTER OF A GATE, 2.8 M (9.2 FT) SOUTHWEST OF THE
 RS0267'SOUTHWEST GATE POST, 0.35 M (1.15 FT) SOUTHEAST OF A FENCE, AND 0.25 M
 RS0267'(0.82 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.
 RS0267'AUG
 RS0267
 RS0267                          STATION RECOVERY (2002)
 RS0267
 RS0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RS0267'RECOVERED AS DESCRIBED.
 RS0267'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0298 ***********************************************************************
 RS0298  DESIGNATION -  J 492
 RS0298  PID         -  RS0298
 RS0298  STATE/COUNTY-  ND/STARK
 RS0298  USGS QUAD   -  DAVIS BUTTES (1981)
 RS0298
 RS0298                         *CURRENT SURVEY CONTROL
 RS0298  ___________________________________________________________________
 RS0298* NAD 83(1986)-  46 53 01.     (N)    102 42 33.     (W)     SCALED    
 RS0298* NAVD 88     -       774.122  (meters)    2539.77   (feet)  ADJUSTED  
 RS0298  ___________________________________________________________________
 RS0298  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 RS0298  DYNAMIC HT  -         774.128 (meters)    2539.78  (feet)  COMP
 RS0298  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 RS0298
 RS0298  VERT ORDER  -  FIRST     CLASS II
 RS0298
 RS0298.The horizontal coordinates were scaled from a topographic map and have
 RS0298.an estimated accuracy of +/- 6 seconds.
 RS0298
 RS0298.The orthometric height was determined by differential leveling
 RS0298.and adjusted by the National Geodetic Survey in June 1991..
 RS0298
 RS0298.The geoid height was determined by GEOID03.
 RS0298
 RS0298.The dynamic height is computed by dividing the NAVD 88
 RS0298.geopotential number by the normal gravity value computed on the
 RS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0298.degrees latitude (g = 980.6199 gals.).
 RS0298
 RS0298.The modeled gravity was interpolated from observed gravity values.
 RS0298
 RS0298;                    North         East    Units  Estimated Accuracy
 RS0298;SPC ND S     -   137,640.      431,650.      MT  (+/- 180 meters Scaled)
 RS0298
 RS0298                          SUPERSEDED SURVEY CONTROL
 RS0298
 RS0298.No superseded survey control is available for this station.
 RS0298
 RS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM745947(NAD 83)
 RS0298_MARKER: I = METAL ROD
 RS0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0298_SP_SET: STAINLESS STEEL ROD
 RS0298_STAMPING: J 492 1982
 RS0298_MARK LOGO: NGS   
 RS0298_PROJECTION: FLUSH
 RS0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0298_ROD/PIPE-DEPTH: 4.6  meters
 RS0298
 RS0298  HISTORY     - Date     Condition        Report By
 RS0298  HISTORY     - 1982     MONUMENTED       NGS
 RS0298
 RS0298                          STATION DESCRIPTION
 RS0298
 RS0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0298'6.1 KM (3.8 MI) EAST FROM DICKINSON.
 RS0298'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0298'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE 2.1
 RS0298'KM (1.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, 0.8 KM (0.5 MI) EAST
 RS0298'OF MILEPOST 65, 47.5 METERS (155.8 FT) NORTH OF THE CENTERLINE OF THE
 RS0298'WEST BOUND LANES OF THE HIGHWAY, 32.3 METERS (106.0 FT) WEST OF A
 RS0298'FENCE CORNER AND 31.4 METERS (103.0 FT) NORTHWEST OF THE NORTH LEG OF
 RS0298'A HIGHWAY INFORMATION SIGN (DICKINSON 1 MILE).  NOTE=ACCESS TO THE
 RS0298'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0298'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0298'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0345 ***********************************************************************
 RS0345  DESIGNATION -  J 493
 RS0345  PID         -  RS0345
 RS0345  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0345  USGS QUAD   -  BUFFALO GAP CAMPGROUND (1979)
 RS0345
 RS0345                         *CURRENT SURVEY CONTROL
 RS0345  ___________________________________________________________________
 RS0345* NAD 83(1986)-  46 56 58.     (N)    103 39 52.     (W)     SCALED    
 RS0345* NAVD 88     -       794.183  (meters)    2605.58   (feet)  ADJUSTED  
 RS0345  ___________________________________________________________________
 RS0345  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 RS0345  DYNAMIC HT  -         794.185 (meters)    2605.59  (feet)  COMP
 RS0345  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 RS0345
 RS0345  VERT ORDER  -  FIRST     CLASS II
 RS0345
 RS0345.The horizontal coordinates were scaled from a topographic map and have
 RS0345.an estimated accuracy of +/- 6 seconds.
 RS0345
 RS0345.The orthometric height was determined by differential leveling
 RS0345.and adjusted by the National Geodetic Survey in June 1991..
 RS0345
 RS0345.The geoid height was determined by GEOID03.
 RS0345
 RS0345.The dynamic height is computed by dividing the NAVD 88
 RS0345.geopotential number by the normal gravity value computed on the
 RS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0345.degrees latitude (g = 980.6199 gals.).
 RS0345
 RS0345.The modeled gravity was interpolated from observed gravity values.
 RS0345
 RS0345;                    North         East    Units  Estimated Accuracy
 RS0345;SPC ND S     -   147,440.      359,180.      MT  (+/- 180 meters Scaled)
 RS0345
 RS0345                          SUPERSEDED SURVEY CONTROL
 RS0345
 RS0345.No superseded survey control is available for this station.
 RS0345
 RS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN016004(NAD 83)
 RS0345_MARKER: DB = BENCH MARK DISK
 RS0345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0345_SP_SET: ABUTMENT
 RS0345_STAMPING: J 493 1982
 RS0345_MARK LOGO: NGS   
 RS0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0345
 RS0345  HISTORY     - Date     Condition        Report By
 RS0345  HISTORY     - 1982     MONUMENTED       NGS
 RS0345
 RS0345                          STATION DESCRIPTION
 RS0345
 RS0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0345'38.3 KM (23.8 MI) WEST FROM BELFIELD.
 RS0345'38.3 KM (23.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0345'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, IN TOP OF AND 0.7 METER
 RS0345'(2.3 FT) NORTH OF THE SOUTH END OF THE WEST BRIDGE ABUTMENT OF THE
 RS0345'EAST BOUND OVERPASS OF BUFFALO GAP ROAD (EXIT 4) AND 6.6 METERS (21.7
 RS0345'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 RS0345'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0325 ***********************************************************************
 RS0325  DESIGNATION -  J 494
 RS0325  PID         -  RS0325
 RS0325  STATE/COUNTY-  ND/BILLINGS
 RS0325  USGS QUAD   -  FRYBURG NE (1981)
 RS0325
 RS0325                         *CURRENT SURVEY CONTROL
 RS0325  ___________________________________________________________________
 RS0325* NAD 83(1996)-  46 53 46.13936(N)    103 17 02.33151(W)     ADJUSTED  
 RS0325* NAVD 88     -       824.242  (meters)    2704.20   (feet)  ADJUSTED  
 RS0325  ___________________________________________________________________
 RS0325  X           -  -1,003,364.475 (meters)                     COMP
 RS0325  Y           -  -4,249,837.346 (meters)                     COMP
 RS0325  Z           -   4,634,473.020 (meters)                     COMP
 RS0325  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RS0325  ELLIP HEIGHT-         807.48  (meters)          (10/24/03) GPS OBS
 RS0325  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 RS0325  DYNAMIC HT  -         824.223 (meters)    2704.14  (feet)  COMP
 RS0325  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 RS0325
 RS0325  HORZ ORDER  -  B
 RS0325  VERT ORDER  -  FIRST     CLASS II
 RS0325  ELLP ORDER  -  THIRD     CLASS I
 RS0325
 RS0325.This is a reference station for the MEDORA 3
 RS0325.National Continuously Operating Reference Station (MDR3).
 RS0325
 RS0325.The horizontal coordinates were established by GPS observations
 RS0325.and adjusted by the National Geodetic Survey in October 2003..
 RS0325
 RS0325.The orthometric height was determined by differential leveling
 RS0325.and adjusted by the National Geodetic Survey in June 1991..
 RS0325
 RS0325.Photographs are available for this station.
 RS0325
 RS0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0325
 RS0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0325
 RS0325.The ellipsoidal height was determined by GPS observations
 RS0325.and is referenced to NAD 83.
 RS0325
 RS0325.The geoid height was determined by GEOID03.
 RS0325
 RS0325.The dynamic height is computed by dividing the NAVD 88
 RS0325.geopotential number by the normal gravity value computed on the
 RS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0325.degrees latitude (g = 980.6199 gals.).
 RS0325
 RS0325.The modeled gravity was interpolated from observed gravity values.
 RS0325
 RS0325;                    North         East     Units Scale Factor Converg.
 RS0325;SPC ND S     -   140,424.262   387,909.521   MT  0.99993643   -2 01 50.1
 RS0325;SPC ND S     -   460,709.52  1,272,669.03   iFT  0.99993643   -2 01 50.1
 RS0325;UTM  13      - 5,195,053.084   630,712.637   MT  0.99981000   +1 15 11.1
 RS0325
 RS0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0325!SPC ND S     -   0.99987344  x   0.99993643  =   0.99980988
 RS0325!UTM  13      -   0.99987344  x   0.99981000  =   0.99968347
 RS0325
 RS0325                          SUPERSEDED SURVEY CONTROL
 RS0325
 RS0325  NAVD 88 (10/24/03)  824.24   (m)         2704.2    (f) LEVELING    3  
 RS0325
 RS0325.Superseded values are not recommended for survey control.
 RS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0325.See file dsdata.txt to determine how the superseded data were derived.
 RS0325
 RS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3071395053(NAD 83)
 RS0325_MARKER: F = FLANGE-ENCASED ROD
 RS0325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0325_SP_SET: STAINLESS STEEL ROD
 RS0325_STAMPING: J 494 1982
 RS0325_MARK LOGO: NGS   
 RS0325_PROJECTION: FLUSH
 RS0325_MAGNETIC: I = MARKER IS A STEEL ROD
 RS0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0325+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2003
 RS0325_ROD/PIPE-DEPTH: 11.3 meters
 RS0325
 RS0325  HISTORY     - Date     Condition        Report By
 RS0325  HISTORY     - 1982     MONUMENTED       NGS
 RS0325  HISTORY     - 20020520 GOOD             NGS
 RS0325  HISTORY     - 20030902 GOOD             NGS
 RS0325
 RS0325                          STATION DESCRIPTION
 RS0325
 RS0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0325'7.1 KM (4.4 MI) WEST FROM BELFIELD.
 RS0325'7.1 KM (4.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION
 RS0325'WITH U. S. HIGHWAY 85 IN BELFIELD, 0.2 KM (0.1 MI) WEST OF MILEPOST
 RS0325'38, 33.1 METERS (108.6 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 RS0325'LANES OF THE HIGHWAY AND 9.4 METERS (30.8 FT) EAST OF A T-FENCE
 RS0325'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0325'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 RS0325'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RS0325
 RS0325                          STATION RECOVERY (2002)
 RS0325
 RS0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 RS0325'7.1 KM WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF U.S.
 RS0325'HIGHWAY 85 IN
 RS0325'BELFIELD, 0.2 KM WEST OF MILEPOST 38, 33.1 M SOUTH OF THE CENTERLINE
 RS0325'OF THE EASTBOUND
 RS0325'HIGHWAY, 9.4 M EAST OF A T-FENCE CORNER, 0.6 M ABOVE THE LEVEL OF THE
 RS0325'HIGHWAY, AND 0.3 M
 RS0325'NORTH OF A WITNESS POST AND FENCE.   NOTE--ACCESS TO THE DATUM POINT
 RS0325'IS THROUGH A 5-INCH
 RS0325'LOGO CAP.  THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.  THIS IS A CORS
 RS0325'SITE REFERENCE
 RS0325'STATION.
 RS0325' 
 RS0325' 
 RS0325'
 RS0325
 RS0325                          STATION RECOVERY (2003)
 RS0325
 RS0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 RS0325'RECOVERED AS DESCRIBED.    NOTE--THIS IS A CORS SITE REFERENCE MARK.
 RS0325'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0515 ***********************************************************************
 RQ0515  DESIGNATION -  J 496
 RQ0515  PID         -  RQ0515
 RQ0515  STATE/COUNTY-  ND/BARNES
 RQ0515  USGS QUAD   -  ECKELSON (1970)
 RQ0515
 RQ0515                         *CURRENT SURVEY CONTROL
 RQ0515  ___________________________________________________________________
 RQ0515* NAD 83(1986)-  46 53 32.     (N)    098 21 16.     (W)     SCALED    
 RQ0515* NAVD 88     -       451.700  (meters)    1481.95   (feet)  ADJUSTED  
 RQ0515  ___________________________________________________________________
 RQ0515  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 RQ0515  DYNAMIC HT  -         451.726 (meters)    1482.04  (feet)  COMP
 RQ0515  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 RQ0515
 RQ0515  VERT ORDER  -  FIRST     CLASS II
 RQ0515
 RQ0515.The horizontal coordinates were scaled from a topographic map and have
 RQ0515.an estimated accuracy of +/- 6 seconds.
 RQ0515
 RQ0515.The orthometric height was determined by differential leveling
 RQ0515.and adjusted by the National Geodetic Survey in June 1991..
 RQ0515
 RQ0515.The geoid height was determined by GEOID03.
 RQ0515
 RQ0515.The dynamic height is computed by dividing the NAVD 88
 RQ0515.geopotential number by the normal gravity value computed on the
 RQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0515.degrees latitude (g = 980.6199 gals.).
 RQ0515
 RQ0515.The modeled gravity was interpolated from observed gravity values.
 RQ0515
 RQ0515;                    North         East    Units  Estimated Accuracy
 RQ0515;SPC ND S     -   138,460.      763,480.      MT  (+/- 180 meters Scaled)
 RQ0515
 RQ0515                          SUPERSEDED SURVEY CONTROL
 RQ0515
 RQ0515.No superseded survey control is available for this station.
 RQ0515
 RQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS491933(NAD 83)
 RQ0515_MARKER: I = METAL ROD
 RQ0515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0515_SP_SET: STAINLESS STEEL ROD
 RQ0515_STAMPING: J 496 1982
 RQ0515_MARK LOGO: NGS   
 RQ0515_PROJECTION: FLUSH
 RQ0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0515_ROD/PIPE-DEPTH: 7.3  meters
 RQ0515
 RQ0515  HISTORY     - Date     Condition        Report By
 RQ0515  HISTORY     - 1982     MONUMENTED       NGS
 RQ0515
 RQ0515                          STATION DESCRIPTION
 RQ0515
 RQ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0515'12.1 KM (7.5 MI) SE FROM SPIRITWOOD.
 RQ0515'9.8 KM (6.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0515'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0515'SPIRITWOOD, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE AND NEAR A BRACED
 RQ0515'FENCE POST, 117.65 METERS (386.0 FT) EAST OF THE SOUTH LEG OF THE
 RQ0515'SOUTHERNMOST ONE OF TWO CONTINENTAL DIVIDE HIGHWAY SIGNS, 36.58 METERS
 RQ0515'(120.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RQ0515'3.66 METERS (12.0 FT) SOUTHWEST OF THE NORTHWEST CORNER FENCE POST,
 RQ0515'2.29 METERS (7.5 FT) WEST OF THE NORTH-SOUTH FENCE LINE, AND
 RQ0515'0.49 METERS (1.6 FT) NORTH OF THE EAST-WEST FENCE LINE.  NOTE, ROD
 RQ0515'DRIVING RATE EXCEEDED 7 SECONDS PER FOOT.
 RQ0515'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
 RQ0515'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0650 ***********************************************************************
 RP0650  DESIGNATION -  J 497
 RP0650  PID         -  RP0650
 RP0650  STATE/COUNTY-  ND/CASS
 RP0650  USGS QUAD   -  TOWER CITY (1967)
 RP0650
 RP0650                         *CURRENT SURVEY CONTROL
 RP0650  ___________________________________________________________________
 RP0650* NAD 83(1986)-  46 53 52.     (N)    097 39 07.     (W)     SCALED    
 RP0650* NAVD 88     -       353.968  (meters)    1161.31   (feet)  ADJUSTED  
 RP0650  ___________________________________________________________________
 RP0650  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 RP0650  DYNAMIC HT  -         353.997 (meters)    1161.41  (feet)  COMP
 RP0650  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 RP0650
 RP0650  VERT ORDER  -  FIRST     CLASS II
 RP0650
 RP0650.The horizontal coordinates were scaled from a topographic map and have
 RP0650.an estimated accuracy of +/- 6 seconds.
 RP0650
 RP0650.The orthometric height was determined by differential leveling
 RP0650.and adjusted by the National Geodetic Survey in June 1991..
 RP0650
 RP0650.The geoid height was determined by GEOID03.
 RP0650
 RP0650.The dynamic height is computed by dividing the NAVD 88
 RP0650.geopotential number by the normal gravity value computed on the
 RP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0650.degrees latitude (g = 980.6199 gals.).
 RP0650
 RP0650.The modeled gravity was interpolated from observed gravity values.
 RP0650
 RP0650;                    North         East    Units  Estimated Accuracy
 RP0650;SPC ND S     -   140,780.      816,960.      MT  (+/- 180 meters Scaled)
 RP0650
 RP0650                          SUPERSEDED SURVEY CONTROL
 RP0650
 RP0650.No superseded survey control is available for this station.
 RP0650
 RP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS026946(NAD 83)
 RP0650_MARKER: I = METAL ROD
 RP0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0650_SP_SET: STAINLESS STEEL ROD
 RP0650_STAMPING: J 497 1982
 RP0650_MARK LOGO: NGS   
 RP0650_PROJECTION: FLUSH
 RP0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0650_ROD/PIPE-DEPTH: 7.3  meters
 RP0650
 RP0650  HISTORY     - Date     Condition        Report By
 RP0650  HISTORY     - 1982     MONUMENTED       NGS
 RP0650
 RP0650                          STATION DESCRIPTION
 RP0650
 RP0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0650'3.3 KM (2.05 MI) SE FROM TOWER CITY.
 RP0650'3.3 KM (2.05 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE TOWER
 RP0650'CITY INTERCHANGE, SET AT THE RIGHT-OF-WAY FENCE AT THREE BRACED FENCE
 RP0650'POST, 47.2 METERS (155.0 FT) SOUTHWEST OF THE CENTERLINE OF THE TWO
 RP0650'EASTBOUND LANES, 24.9 METERS (82.0 FT) NORTHWEST OF A CONCRETE
 RP0650'RIGHT-OF-WAY MARKER, 0.4 METER (1.5 FT) NORTHEAST OF THE CENTER ONE OF
 RP0650'THREE BRACED FENCE POST, AND 0.6 METER (2.0 FT) NORTHEAST OF A
 RP0650'RIGHT-OF-WAY FENCE.
 RP0650'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RP0650'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0669 ***********************************************************************
 RP0669  DESIGNATION -  J 498
 RP0669  PID         -  RP0669
 RP0669  STATE/COUNTY-  ND/CASS
 RP0669  USGS QUAD   -  WHEATLAND (1967)
 RP0669
 RP0669                         *CURRENT SURVEY CONTROL
 RP0669  ___________________________________________________________________
 RP0669* NAD 83(1986)-  46 53 26.     (N)    097 20 45.     (W)     SCALED    
 RP0669* NAVD 88     -       296.881  (meters)     974.02   (feet)  ADJUSTED  
 RP0669  ___________________________________________________________________
 RP0669  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 RP0669  DYNAMIC HT  -         296.903 (meters)     974.09  (feet)  COMP
 RP0669  MODELED GRAV-     980,680.6   (mgal)                       NAVD 88
 RP0669
 RP0669  VERT ORDER  -  FIRST     CLASS II
 RP0669
 RP0669.The horizontal coordinates were scaled from a topographic map and have
 RP0669.an estimated accuracy of +/- 6 seconds.
 RP0669
 RP0669.The orthometric height was determined by differential leveling
 RP0669.and adjusted by the National Geodetic Survey in June 1991..
 RP0669
 RP0669.The geoid height was determined by GEOID03.
 RP0669
 RP0669.The dynamic height is computed by dividing the NAVD 88
 RP0669.geopotential number by the normal gravity value computed on the
 RP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0669.degrees latitude (g = 980.6199 gals.).
 RP0669
 RP0669.The modeled gravity was interpolated from observed gravity values.
 RP0669
 RP0669;                    North         East    Units  Estimated Accuracy
 RP0669;SPC ND S     -   140,870.      840,300.      MT  (+/- 180 meters Scaled)
 RP0669
 RP0669                          SUPERSEDED SURVEY CONTROL
 RP0669
 RP0669.No superseded survey control is available for this station.
 RP0669
 RP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS260943(NAD 83)
 RP0669_MARKER: I = METAL ROD
 RP0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0669_SP_SET: STAINLESS STEEL ROD
 RP0669_STAMPING: J 498 1982
 RP0669_MARK LOGO: NGS   
 RP0669_PROJECTION: FLUSH
 RP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0669_ROD/PIPE-DEPTH: 12.0 meters
 RP0669
 RP0669  HISTORY     - Date     Condition        Report By
 RP0669  HISTORY     - 1982     MONUMENTED       NGS
 RP0669
 RP0669                          STATION DESCRIPTION
 RP0669
 RP0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0669'1.6 KM (1.0 MI) NORTH FROM WHEATLAND.
 RP0669'1.6 KM (1.0 MI) NORTH ALONG COUNTY ROAD 5 FROM THE JUNCTION OF
 RP0669'INTERSTATE HIGHWAY 94, SET AT A ROAD JUNCTION, NEAR SOME ELECTRICAL
 RP0669'TRANSFORMERS, 32.3 METERS (106.0 FT) WEST OF THE CENTERLINE OF COUNTY
 RP0669'ROAD 5 (A BLACKTOP ROAD LEADING TO WHEATLAND), 14.9 METERS (49.0 FT)
 RP0669'NORTH OF THE CENTER OF A GRAVEL ROAD, 8.2 METERS (27.0 FT)
 RP0669'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ELECTRICAL JUNCTION BOX,
 RP0669'AND 2.6 METERS (8.5 FT) SOUTH OF THE CENTER OF THREE BRACED TELEPHONE
 RP0669'POLES WITH SIX TRANSFORMERS ATTACHED.
 RP0669'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 RP0669'THE MARK IS 0.9 M BELOW BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0700 ***********************************************************************
 RP0700  DESIGNATION -  J 499
 RP0700  PID         -  RP0700
 RP0700  STATE/COUNTY-  ND/CASS
 RP0700  USGS QUAD   -  WEST FARGO SOUTH (1976)
 RP0700
 RP0700                         *CURRENT SURVEY CONTROL
 RP0700  ___________________________________________________________________
 RP0700* NAD 83(1986)-  46 51 45.     (N)    096 55 43.     (W)     SCALED    
 RP0700* NAVD 88     -       274.131  (meters)     899.38   (feet)  ADJUSTED  
 RP0700  ___________________________________________________________________
 RP0700  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 RP0700  DYNAMIC HT  -         274.159 (meters)     899.47  (feet)  COMP
 RP0700  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 RP0700
 RP0700  VERT ORDER  -  FIRST     CLASS II
 RP0700
 RP0700.The horizontal coordinates were scaled from a topographic map and have
 RP0700.an estimated accuracy of +/- 6 seconds.
 RP0700
 RP0700.The orthometric height was determined by differential leveling
 RP0700.and adjusted by the National Geodetic Survey in June 1991..
 RP0700
 RP0700.The geoid height was determined by GEOID03.
 RP0700
 RP0700.The dynamic height is computed by dividing the NAVD 88
 RP0700.geopotential number by the normal gravity value computed on the
 RP0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0700.degrees latitude (g = 980.6199 gals.).
 RP0700
 RP0700.The modeled gravity was interpolated from observed gravity values.
 RP0700
 RP0700;                    North         East    Units  Estimated Accuracy
 RP0700;SPC ND S     -   139,110.      872,210.      MT  (+/- 180 meters Scaled)
 RP0700
 RP0700                          SUPERSEDED SURVEY CONTROL
 RP0700
 RP0700.No superseded survey control is available for this station.
 RP0700
 RP0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS578919(NAD 83)
 RP0700_MARKER: I = METAL ROD
 RP0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0700_SP_SET: STAINLESS STEEL ROD
 RP0700_STAMPING: J 499 1982
 RP0700_MARK LOGO: NGS   
 RP0700_PROJECTION: FLUSH
 RP0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0700_ROD/PIPE-DEPTH: 8.5  meters
 RP0700
 RP0700  HISTORY     - Date     Condition        Report By
 RP0700  HISTORY     - 1982     MONUMENTED       NGS
 RP0700
 RP0700                          STATION DESCRIPTION
 RP0700
 RP0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0700'2.1 KM (1.3 MI) SW FROM WEST FARGO.
 RP0700'2.1 KM (1.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE BUSINESS
 RP0700'ROUTE OVERPASS (EXIT 85) THAT LEADS TO WEST FARGO (U.S. HIGHWAY 10 AND
 RP0700'52 AND WEST MAIN AVENUE, ON THE WEST SIDE OF WEST FARGO), AT A POINT
 RP0700'WHERE A GRAVEL ROAD ON THE SOUTHWEST SIDE OF THE HIGHWAY MAKES A SHARP
 RP0700'CURVE, 41.15 METERS (135.0 FT) SOUTHWEST OF THE CENTERLINE OF
 RP0700'INTERSTATE HIGHWAY 94 EASTBOUND, 34.14 METERS (112.0 FT) SOUTHEAST OF
 RP0700'THE CENTER ONE OF THREE LARGE TELEPHONE JUNCTION BOXES, 3.05 METERS
 RP0700'(10.0 FT) NORTHWEST OF THE CENTER OF A WIRE GATE IN THE RIGHT-OF-WAY
 RP0700'FENCE AND AT THE CURVE IN THE GRAVEL ROAD, AND 0.46 METERS (1.5 FT)
 RP0700'NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RP0700'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 RP0700'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1346 ***********************************************************************
 TF1346  DESIGNATION -  J 5
 TF1346  PID         -  TF1346
 TF1346  STATE/COUNTY-  ND/WARD
 TF1346  USGS QUAD   -  DONNYBROOK (1948)
 TF1346
 TF1346                         *CURRENT SURVEY CONTROL
 TF1346  ___________________________________________________________________
 TF1346* NAD 83(1986)-  48 31 58.     (N)    101 55 12.     (W)     SCALED    
 TF1346* NAVD 88     -       537.905  (meters)    1764.78   (feet)  POSTED    
 TF1346  ___________________________________________________________________
 TF1346  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 TF1346  DYNAMIC HT  -         538.010 (meters)    1765.12  (feet)  COMP
 TF1346  MODELED GRAV-     980,779.8   (mgal)                       NAVD 88
 TF1346
 TF1346  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TF1346
 TF1346.The horizontal coordinates were scaled from a topographic map and have
 TF1346.an estimated accuracy of +/- 6 seconds.
 TF1346
 TF1346.The orthometric height was determined by differential leveling
 TF1346.and adjusted by the National Geodetic Survey in 1992..
 TF1346.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TF1346.rate of 0.0 thru 1.0 mm/km.
 TF1346
 TF1346.The geoid height was determined by GEOID03.
 TF1346
 TF1346.The dynamic height is computed by dividing the NAVD 88
 TF1346.geopotential number by the normal gravity value computed on the
 TF1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1346.degrees latitude (g = 980.6199 gals.).
 TF1346
 TF1346.The modeled gravity was interpolated from observed gravity values.
 TF1346
 TF1346;                    North         East    Units  Estimated Accuracy
 TF1346;SPC ND N     -   171,390.      495,140.      MT  (+/- 180 meters Scaled)
 TF1346
 TF1346                          SUPERSEDED SURVEY CONTROL
 TF1346
 TF1346.No superseded survey control is available for this station.
 TF1346
 TF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU844796(NAD 83)
 TF1346_MARKER: DB = BENCH MARK DISK
 TF1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1346_STAMPING: ELEV 1763.481 FT J 5
 TF1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1346+STABILITY: SURFACE MOTION
 TF1346
 TF1346  HISTORY     - Date     Condition        Report By
 TF1346  HISTORY     - UNK      MONUMENTED       CGS
 TF1346  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1346
 TF1346                          STATION DESCRIPTION
 TF1346
 TF1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1346'2.5 MI NW FROM DONNYBROOK.
 TF1346'2.5 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM DONNYBROOK, WARD
 TF1346'COUNTY, 56 FEET SOUTH OF THE SOUTH CORNER OF BRIDGE 506A, 25 FEET
 TF1346'SOUTHEAST OF THE FIRST POLE SOUTH OF THE BRIDGE, 52 FEET SOUTHWEST OF
 TF1346'THE CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 TF1346'STANDARD DISK, STAMPED ELEV 1763.481 FT J 5 AND SET IN THE TOP OF A
 TF1346'CONCRETE POST PROJECTING 2-1/2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1165 ***********************************************************************
 TF1165  DESIGNATION -  J 5 B 1
 TF1165  PID         -  TF1165
 TF1165  STATE/COUNTY-  ND/WARD
 TF1165  USGS QUAD   -  TAGUS (1980)
 TF1165
 TF1165                         *CURRENT SURVEY CONTROL
 TF1165  ___________________________________________________________________
 TF1165* NAD 83(1986)-  48 21 00.     (N)    101 52 46.     (W)     SCALED    
 TF1165* NAVD 88     -       686.431  (meters)    2252.07   (feet)  ADJUSTED  
 TF1165  ___________________________________________________________________
 TF1165  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TF1165  DYNAMIC HT  -         686.538 (meters)    2252.42  (feet)  COMP
 TF1165  MODELED GRAV-     980,744.1   (mgal)                       NAVD 88
 TF1165
 TF1165  VERT ORDER  -  FIRST     CLASS II
 TF1165
 TF1165.The horizontal coordinates were scaled from a topographic map and have
 TF1165.an estimated accuracy of +/- 6 seconds.
 TF1165
 TF1165.The orthometric height was determined by differential leveling
 TF1165.and adjusted by the National Geodetic Survey in June 1991..
 TF1165
 TF1165.The geoid height was determined by GEOID03.
 TF1165
 TF1165.The dynamic height is computed by dividing the NAVD 88
 TF1165.geopotential number by the normal gravity value computed on the
 TF1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1165.degrees latitude (g = 980.6199 gals.).
 TF1165
 TF1165.The modeled gravity was interpolated from observed gravity values.
 TF1165
 TF1165;                    North         East    Units  Estimated Accuracy
 TF1165;SPC ND N     -   151,010.      497,770.      MT  (+/- 180 meters Scaled)
 TF1165
 TF1165                          SUPERSEDED SURVEY CONTROL
 TF1165
 TF1165  NGVD 29 (??/??/92)  685.99   (m)         2250.6    (f) COMPUTED    1 2
 TF1165
 TF1165.Superseded values are not recommended for survey control.
 TF1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1165.See file dsdata.txt to determine how the superseded data were derived.
 TF1165
 TF1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU866592(NAD 83)
 TF1165_MARKER: DD = SURVEY DISK
 TF1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1165_SP_SET: PEDESTAL
 TF1165_STAMPING: J 5 B 1
 TF1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1165
 TF1165  HISTORY     - Date     Condition        Report By
 TF1165  HISTORY     - UNK      MONUMENTED       DOD
 TF1165  HISTORY     - 1963     GOOD             NGS
 TF1165
 TF1165                          STATION DESCRIPTION
 TF1165
 TF1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1165'3.0 MI E FROM TAGUS.
 TF1165'ABOUT 2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1165'AT TAGUS, THENCE 0.3 MILE NORTH ALONG A CROOKED GRAVELED ROAD, IN S 9,
 TF1165'R 87 W, T 156 N, ABOUT 0.3 MILE NORTH OF U.S. HIGHWAY 2, ON THE SOUTH
 TF1165'SLOPE OF A HILL, ABOUT 72 YARDS EAST OF THE ROAD, IN THE WEST EDGE OF
 TF1165'A CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 TF1165'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1164 ***********************************************************************
 TF1164  DESIGNATION -  J 5 B 2
 TF1164  PID         -  TF1164
 TF1164  STATE/COUNTY-  ND/WARD
 TF1164  USGS QUAD   -  TAGUS SE (1980)
 TF1164
 TF1164                         *CURRENT SURVEY CONTROL
 TF1164  ___________________________________________________________________
 TF1164* NAD 83(1986)-  48 21 01.     (N)    101 52 19.     (W)     SCALED    
 TF1164* NAVD 88     -       689.775  (meters)    2263.04   (feet)  ADJUSTED  
 TF1164  ___________________________________________________________________
 TF1164  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 TF1164  DYNAMIC HT  -         689.883 (meters)    2263.39  (feet)  COMP
 TF1164  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 TF1164
 TF1164  VERT ORDER  -  FIRST     CLASS II
 TF1164
 TF1164.The horizontal coordinates were scaled from a topographic map and have
 TF1164.an estimated accuracy of +/- 6 seconds.
 TF1164
 TF1164.The orthometric height was determined by differential leveling
 TF1164.and adjusted by the National Geodetic Survey in June 1991..
 TF1164
 TF1164.The geoid height was determined by GEOID03.
 TF1164
 TF1164.The dynamic height is computed by dividing the NAVD 88
 TF1164.geopotential number by the normal gravity value computed on the
 TF1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1164.degrees latitude (g = 980.6199 gals.).
 TF1164
 TF1164.The modeled gravity was interpolated from observed gravity values.
 TF1164
 TF1164;                    North         East    Units  Estimated Accuracy
 TF1164;SPC ND N     -   151,030.      498,320.      MT  (+/- 180 meters Scaled)
 TF1164
 TF1164                          SUPERSEDED SURVEY CONTROL
 TF1164
 TF1164  NGVD 29 (??/??/92)  689.34   (m)         2261.6    (f) COMPUTED    1 2
 TF1164
 TF1164.Superseded values are not recommended for survey control.
 TF1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1164.See file dsdata.txt to determine how the superseded data were derived.
 TF1164
 TF1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU872592(NAD 83)
 TF1164_MARKER: DD = SURVEY DISK
 TF1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1164_SP_SET: PEDESTAL
 TF1164_STAMPING: J 5 B 2
 TF1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1164
 TF1164  HISTORY     - Date     Condition        Report By
 TF1164  HISTORY     - UNK      MONUMENTED       DOD
 TF1164  HISTORY     - 1963     GOOD             NGS
 TF1164
 TF1164                          STATION DESCRIPTION
 TF1164
 TF1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1164'3.2 MI E FROM TAGUS.
 TF1164'ABOUT 2.7 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1164'AT TAGUS, THENCE 0.3 MILE NORTH ALONG A CROOKED GRAVELED ROAD, THENCE
 TF1164'ABOUT 0.25 MILE EAST ACROSS A CULTIVATED FIELD, IN A SLIGHT RAVINE
 TF1164'BETWEEN TWO ROUND KNOLLS, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TF1164'TRIBRACH.  IN S 9, R 87 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1168 ***********************************************************************
 TF1168  DESIGNATION -  J 5 Z
 TF1168  PID         -  TF1168
 TF1168  STATE/COUNTY-  ND/WARD
 TF1168  USGS QUAD   -  TAGUS (1980)
 TF1168
 TF1168                         *CURRENT SURVEY CONTROL
 TF1168  ___________________________________________________________________
 TF1168* NAD 83(1986)-  48 20 41.     (N)    101 52 58.     (W)     SCALED    
 TF1168* NAVD 88     -       690.647  (meters)    2265.90   (feet)  ADJUSTED  
 TF1168  ___________________________________________________________________
 TF1168  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TF1168  DYNAMIC HT  -         690.755 (meters)    2266.25  (feet)  COMP
 TF1168  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TF1168
 TF1168  VERT ORDER  -  FIRST     CLASS II
 TF1168
 TF1168.The horizontal coordinates were scaled from a topographic map and have
 TF1168.an estimated accuracy of +/- 6 seconds.
 TF1168
 TF1168.The orthometric height was determined by differential leveling
 TF1168.and adjusted by the National Geodetic Survey in June 1991..
 TF1168
 TF1168.The geoid height was determined by GEOID03.
 TF1168
 TF1168.The dynamic height is computed by dividing the NAVD 88
 TF1168.geopotential number by the normal gravity value computed on the
 TF1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1168.degrees latitude (g = 980.6199 gals.).
 TF1168
 TF1168.The modeled gravity was interpolated from observed gravity values.
 TF1168
 TF1168;                    North         East    Units  Estimated Accuracy
 TF1168;SPC ND N     -   150,430.      497,510.      MT  (+/- 180 meters Scaled)
 TF1168
 TF1168                          SUPERSEDED SURVEY CONTROL
 TF1168
 TF1168  NGVD 29 (??/??/92)  690.21   (m)         2264.5    (f) COMPUTED    1 2
 TF1168
 TF1168.Superseded values are not recommended for survey control.
 TF1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1168.See file dsdata.txt to determine how the superseded data were derived.
 TF1168
 TF1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU864586(NAD 83)
 TF1168_MARKER: DS = TRIANGULATION STATION DISK
 TF1168_SETTING: 80 = SET IN A BOULDER
 TF1168_SP_SET: BOULDER
 TF1168_STAMPING: J 5 Z 1963
 TF1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1168+STABILITY: SURFACE MOTION
 TF1168
 TF1168  HISTORY     - Date     Condition        Report By
 TF1168  HISTORY     - 1963     MONUMENTED       CGS
 TF1168
 TF1168                          STATION DESCRIPTION
 TF1168
 TF1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1168'2.7 MI E FROM TAGUS.
 TF1168'ABOUT 2.6 MILES EAST ALONG THE GREAT NORTHER RAILWAY FROM THE STATION
 TF1168'AT TAGUS, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, IN S 8, R 87 W, T
 TF1168'156 N, ABOUT 0.15 MILE EAST OF MILEPOST 30, ABOUT 0.15 MILE SOUTHWEST
 TF1168'OF A GRAVELED ROAD CROSSING, ON THE TOP OF A HIGH ROUND KNOLL, SET IN
 TF1168'THE TOP OF AN EMBEDDED BOULDER THAT IS ABOUT 2 FEET SQUARE AND
 TF1168'PROJECTS ABOUT 0.3 FOOT, AND ABOUT LEVEL WITH THE TOP OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1169 ***********************************************************************
 TF1169  DESIGNATION -  J 5 Z RM 1
 TF1169  PID         -  TF1169
 TF1169  STATE/COUNTY-  ND/WARD
 TF1169  USGS QUAD   -  TAGUS (1980)
 TF1169
 TF1169                         *CURRENT SURVEY CONTROL
 TF1169  ___________________________________________________________________
 TF1169* NAD 83(1986)-  48 20 41.     (N)    101 52 58.     (W)     SCALED    
 TF1169* NAVD 88     -       689.426  (meters)    2261.89   (feet)  ADJUSTED  
 TF1169  ___________________________________________________________________
 TF1169  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TF1169  DYNAMIC HT  -         689.533 (meters)    2262.24  (feet)  COMP
 TF1169  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TF1169
 TF1169  VERT ORDER  -  FIRST     CLASS II
 TF1169
 TF1169.The horizontal coordinates were scaled from a topographic map and have
 TF1169.an estimated accuracy of +/- 6 seconds.
 TF1169
 TF1169.The orthometric height was determined by differential leveling
 TF1169.and adjusted by the National Geodetic Survey in June 1991..
 TF1169
 TF1169.The geoid height was determined by GEOID03.
 TF1169
 TF1169.The dynamic height is computed by dividing the NAVD 88
 TF1169.geopotential number by the normal gravity value computed on the
 TF1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1169.degrees latitude (g = 980.6199 gals.).
 TF1169
 TF1169.The modeled gravity was interpolated from observed gravity values.
 TF1169
 TF1169;                    North         East    Units  Estimated Accuracy
 TF1169;SPC ND N     -   150,430.      497,510.      MT  (+/- 180 meters Scaled)
 TF1169
 TF1169                          SUPERSEDED SURVEY CONTROL
 TF1169
 TF1169  NGVD 29 (??/??/92)  688.99   (m)         2260.5    (f) COMPUTED    1 2
 TF1169
 TF1169.Superseded values are not recommended for survey control.
 TF1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1169.See file dsdata.txt to determine how the superseded data were derived.
 TF1169
 TF1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU864586(NAD 83)
 TF1169_MARKER: DR = REFERENCE MARK DISK
 TF1169_SETTING: 80 = SET IN A BOULDER
 TF1169_SP_SET: BOULDER
 TF1169_STAMPING: J 5 Z NO 1 1963
 TF1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1169+STABILITY: SURFACE MOTION
 TF1169
 TF1169  HISTORY     - Date     Condition        Report By
 TF1169  HISTORY     - 1963     MONUMENTED       CGS
 TF1169
 TF1169                          STATION DESCRIPTION
 TF1169
 TF1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1169'2.7 MI E FROM TAGUS.
 TF1169'ABOUT 2.6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1169'AT TAGUS, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, IN S 8, R 87 W, T
 TF1169'156 N, ABOUT 0.15 MILE SOUTHEAST OF MILEPOST 30, ABOUT 0.15 MILE
 TF1169'SOUTHWEST OF A GRAVELED ROAD CROSSING, ON THE EAST SLOPE OF A HIGH
 TF1169'KNOLL, SET IN THE TOP OF AN EMBEDDED BOULDER WHICH IS ABOUT 2 FEET
 TF1169'WIDE AND PROJECTS 1 FOOT, 47.3 FEET EAST OF THE STATION MARK, AND
 TF1169'ABOUT 6 FEET BELOW THE LEVEL OF THE TOP OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1167 ***********************************************************************
 TF1167  DESIGNATION -  J 5 Z RM 2
 TF1167  PID         -  TF1167
 TF1167  STATE/COUNTY-  ND/WARD
 TF1167  USGS QUAD   -  TAGUS (1980)
 TF1167
 TF1167                         *CURRENT SURVEY CONTROL
 TF1167  ___________________________________________________________________
 TF1167* NAD 83(1986)-  48 20 41.     (N)    101 52 58.     (W)     SCALED    
 TF1167* NAVD 88     -       690.076  (meters)    2264.02   (feet)  ADJUSTED  
 TF1167  ___________________________________________________________________
 TF1167  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TF1167  DYNAMIC HT  -         690.184 (meters)    2264.38  (feet)  COMP
 TF1167  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 TF1167
 TF1167  VERT ORDER  -  FIRST     CLASS II
 TF1167
 TF1167.The horizontal coordinates were scaled from a topographic map and have
 TF1167.an estimated accuracy of +/- 6 seconds.
 TF1167
 TF1167.The orthometric height was determined by differential leveling
 TF1167.and adjusted by the National Geodetic Survey in June 1991..
 TF1167
 TF1167.The geoid height was determined by GEOID03.
 TF1167
 TF1167.The dynamic height is computed by dividing the NAVD 88
 TF1167.geopotential number by the normal gravity value computed on the
 TF1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1167.degrees latitude (g = 980.6199 gals.).
 TF1167
 TF1167.The modeled gravity was interpolated from observed gravity values.
 TF1167
 TF1167;                    North         East    Units  Estimated Accuracy
 TF1167;SPC ND N     -   150,430.      497,510.      MT  (+/- 180 meters Scaled)
 TF1167
 TF1167                          SUPERSEDED SURVEY CONTROL
 TF1167
 TF1167  NGVD 29 (??/??/92)  689.64   (m)         2262.6    (f) COMPUTED    1 2
 TF1167
 TF1167.Superseded values are not recommended for survey control.
 TF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1167.See file dsdata.txt to determine how the superseded data were derived.
 TF1167
 TF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU864586(NAD 83)
 TF1167_MARKER: DR = REFERENCE MARK DISK
 TF1167_SETTING: 80 = SET IN A BOULDER
 TF1167_SP_SET: BOULDER
 TF1167_STAMPING: J 5 Z NO 2 1963
 TF1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1167+STABILITY: SURFACE MOTION
 TF1167
 TF1167  HISTORY     - Date     Condition        Report By
 TF1167  HISTORY     - 1963     MONUMENTED       CGS
 TF1167
 TF1167                          STATION DESCRIPTION
 TF1167
 TF1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1167'2.7 MI E FROM TAGUS.
 TF1167'ABOUT 2.6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1167'AT TAGUS, THENCE 0.1 MILE SOUTH ACROSS A PASTURE, IN S 8, R 87 W, T
 TF1167'156 N, ABOUT 0.15 MILE SOUTHEAST OF MILEPOST 30, ABOUT 0.15 MILE
 TF1167'SOUTHWEST OF A GRAVELED ROAD CROSSING, ON THE WEST SLOPE AND NEAR THE
 TF1167'NORTH EDGE OF A HIGH ROUND KNOLL, SET IN THE TOP OF A SLOPING EMBEDDED
 TF1167'BOULDER THAT IS ABOUT 2 FEET ACROSS AND PROJECTS 0.5 FOOT. 56.4 FEET
 TF1167'NORTHWEST OF THE STATION MARK, ABOUT 2 FEET BELOW THE LEVEL OF THE TOP
 TF1167'OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0475 ***********************************************************************
 SL0475  DESIGNATION -  J 50
 SL0475  PID         -  SL0475
 SL0475  STATE/COUNTY-  ND/CASS
 SL0475  USGS QUAD   -  HUNTER (1967)
 SL0475
 SL0475                         *CURRENT SURVEY CONTROL
 SL0475  ___________________________________________________________________
 SL0475* NAD 83(1986)-  47 07 56.     (N)    097 13 05.     (W)     SCALED    
 SL0475* NAVD 88     -       303.247  (meters)     994.90   (feet)  ADJUSTED  
 SL0475  ___________________________________________________________________
 SL0475  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 SL0475  DYNAMIC HT  -         303.279 (meters)     995.01  (feet)  COMP
 SL0475  MODELED GRAV-     980,710.7   (mgal)                       NAVD 88
 SL0475
 SL0475  VERT ORDER  -  SECOND    CLASS 0
 SL0475
 SL0475.The horizontal coordinates were scaled from a topographic map and have
 SL0475.an estimated accuracy of +/- 6 seconds.
 SL0475
 SL0475.The orthometric height was determined by differential leveling
 SL0475.and adjusted by the National Geodetic Survey in June 1991..
 SL0475
 SL0475.The geoid height was determined by GEOID03.
 SL0475
 SL0475.The dynamic height is computed by dividing the NAVD 88
 SL0475.geopotential number by the normal gravity value computed on the
 SL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0475.degrees latitude (g = 980.6199 gals.).
 SL0475
 SL0475.The modeled gravity was interpolated from observed gravity values.
 SL0475
 SL0475;                    North         East    Units  Estimated Accuracy
 SL0475;SPC ND S     -   168,110.      848,910.      MT  (+/- 180 meters Scaled)
 SL0475
 SL0475                          SUPERSEDED SURVEY CONTROL
 SL0475
 SL0475  NGVD 29 (??/??/92)  302.916  (m)          993.82   (f) ADJ UNCH    2 0
 SL0475
 SL0475.Superseded values are not recommended for survey control.
 SL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0475.See file dsdata.txt to determine how the superseded data were derived.
 SL0475
 SL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT351213(NAD 83)
 SL0475_MARKER: DB = BENCH MARK DISK
 SL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0475_STAMPING: J-50 -- 1934
 SL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0475+STABILITY: SURFACE MOTION
 SL0475
 SL0475  HISTORY     - Date     Condition        Report By
 SL0475  HISTORY     - 1934     MONUMENTED       CGS
 SL0475  HISTORY     - 1967     GOOD             USAF
 SL0475
 SL0475                          STATION DESCRIPTION
 SL0475
 SL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0475'2 MI N FROM ARTHUR.
 SL0475'2 MILES NORTH OF THE RAILWAY STATION.  0.3 OF MILE SOUTH OF A GRADED
 SL0475'COUNTY ROAD THAT CROSSES TRACK.  63 YARDS SOUTH OF PROJECTION OF
 SL0475'CENTERLINE OF A DRIVEWAY LEADING WEST FROM HY. NO. 18 TO A FARM HOUSE.
 SL0475'48 YARDS SOUTH OF MILE POST NO. 71.  43 FT. EAST OF CENTERLINE OF
 SL0475'STATE HY. NO. 18.  42.8 FT. WEST OF WEST RAIL OF TRACK. STANDARD
 SL0475'TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH.  NOTE-- A METAL WITNESS
 SL0475'POST IS 1 FOOT SOUTH OF THE MARK.  N.D. HWY 18 HAS BEEN RELOCATED, AND
 SL0475'IS NOW EAST OF THE RAILROAD.  THE FORMER HIGHWAY IS NOW USED AS A
 SL0475'LITTLE COUNTY ROAD.
 SL0475
 SL0475                          STATION RECOVERY (1967)
 SL0475
 SL0475'RECOVERY NOTE BY US AIR FORCE 1967
 SL0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0730 ***********************************************************************
 RR0730  DESIGNATION -  J 501
 RR0730  PID         -  RR0730
 RR0730  STATE/COUNTY-  ND/MORTON
 RR0730  USGS QUAD   -  ALMONT EAST (1980)
 RR0730
 RR0730                         *CURRENT SURVEY CONTROL
 RR0730  ___________________________________________________________________
 RR0730* NAD 83(1986)-  46 41 20.     (N)    101 22 56.     (W)     SCALED    
 RR0730* NAVD 88     -       680.930  (meters)    2234.02   (feet)  ADJUSTED  
 RR0730  ___________________________________________________________________
 RR0730  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 RR0730  DYNAMIC HT  -         680.924 (meters)    2234.00  (feet)  COMP
 RR0730  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 RR0730
 RR0730  VERT ORDER  -  FIRST     CLASS II
 RR0730
 RR0730.The horizontal coordinates were scaled from a topographic map and have
 RR0730.an estimated accuracy of +/- 6 seconds.
 RR0730
 RR0730.The orthometric height was determined by differential leveling
 RR0730.and adjusted by the National Geodetic Survey in June 1991..
 RR0730
 RR0730.The geoid height was determined by GEOID03.
 RR0730
 RR0730.The dynamic height is computed by dividing the NAVD 88
 RR0730.geopotential number by the normal gravity value computed on the
 RR0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0730.degrees latitude (g = 980.6199 gals.).
 RR0730
 RR0730.The modeled gravity was interpolated from observed gravity values.
 RR0730
 RR0730;                    North         East    Units  Estimated Accuracy
 RR0730;SPC ND S     -   114,010.      532,520.      MT  (+/- 180 meters Scaled)
 RR0730
 RR0730                          SUPERSEDED SURVEY CONTROL
 RR0730
 RR0730.No superseded survey control is available for this station.
 RR0730
 RR0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS178733(NAD 83)
 RR0730_MARKER: I = METAL ROD
 RR0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0730_SP_SET: STAINLESS STEEL ROD
 RR0730_STAMPING: J 501 1985
 RR0730_MARK LOGO: NGS   
 RR0730_PROJECTION: RECESSED 3 CENTIMETERS
 RR0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0730_ROD/PIPE-DEPTH: 9.5  meters
 RR0730
 RR0730  HISTORY     - Date     Condition        Report By
 RR0730  HISTORY     - 1985     MONUMENTED       NGS
 RR0730
 RR0730                          STATION DESCRIPTION
 RR0730
 RR0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0730'18.8 KM (11.7 MI) SOUTH FROM NEW SALEM.
 RR0730'18.8 KM (11.65 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0730'COUNTY ROAD 139 AT NEW SALEM, ON THE OUTSIDE OF A CURVE AND A CATTLE
 RR0730'CROSSING SIGN, 7.0 METERS (23 FT) EAST OF THE CENTER OF THE ROAD, 22.3
 RR0730'METERS (73 FT) NORTHEAST OF THE SIGN AND 1.5 METERS (5 FT) WEST OF THE
 RR0730'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RR0730'5-INCH LOGO CAP.
 RR0730'THE MARK IS 1.4 METERS  W FROM  A WITNESS POST
 RR0730'THE MARK IS 0.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0755 ***********************************************************************
 RR0755  DESIGNATION -  J 502
 RR0755  PID         -  RR0755
 RR0755  STATE/COUNTY-  ND/GRANT
 RR0755  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0755
 RR0755                         *CURRENT SURVEY CONTROL
 RR0755  ___________________________________________________________________
 RR0755* NAD 83(1986)-  46 13 20.     (N)    101 20 00.     (W)     SCALED    
 RR0755* NAVD 88     -       679.936  (meters)    2230.76   (feet)  ADJUSTED  
 RR0755  ___________________________________________________________________
 RR0755  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 RR0755  DYNAMIC HT  -         679.898 (meters)    2230.63  (feet)  COMP
 RR0755  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 RR0755
 RR0755  VERT ORDER  -  FIRST     CLASS II
 RR0755
 RR0755.The horizontal coordinates were scaled from a topographic map and have
 RR0755.an estimated accuracy of +/- 6 seconds.
 RR0755
 RR0755.The orthometric height was determined by differential leveling
 RR0755.and adjusted by the National Geodetic Survey in June 1991..
 RR0755
 RR0755.The geoid height was determined by GEOID03.
 RR0755
 RR0755.The dynamic height is computed by dividing the NAVD 88
 RR0755.geopotential number by the normal gravity value computed on the
 RR0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0755.degrees latitude (g = 980.6199 gals.).
 RR0755
 RR0755.The modeled gravity was interpolated from observed gravity values.
 RR0755
 RR0755;                    North         East    Units  Estimated Accuracy
 RR0755;SPC ND S     -    62,100.      535,710.      MT  (+/- 180 meters Scaled)
 RR0755
 RR0755                          SUPERSEDED SURVEY CONTROL
 RR0755
 RR0755.No superseded survey control is available for this station.
 RR0755
 RR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS200213(NAD 83)
 RR0755_MARKER: I = METAL ROD
 RR0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0755_SP_SET: STAINLESS STEEL ROD
 RR0755_STAMPING: J 502 1985
 RR0755_MARK LOGO: NGS   
 RR0755_PROJECTION: FLUSH
 RR0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0755_ROD/PIPE-DEPTH: 3.7  meters
 RR0755
 RR0755  HISTORY     - Date     Condition        Report By
 RR0755  HISTORY     - 1985     MONUMENTED       NGS
 RR0755
 RR0755                          STATION DESCRIPTION
 RR0755
 RR0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0755'16.0 KM (9.95 MI) SOUTH FROM RALEIGH.
 RR0755'16.0 KM (9.95 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0755'STREET AT RALEIGH, 0.81 KM (0.5 MI) NORTH OF MILEPOST 19, 35.1 METERS
 RR0755'(115 FT) EAST OF THE HIGHWAY CENTERLINE, 24.1 METERS (79 FT) SOUTH OF
 RR0755'A POWER POLE WHICH IS ALSO A FENCE CORNER, 7.9 METERS (26 FT) NORTH OF
 RR0755'THE CENTER OF A FIELD ROAD LEADING EAST AND A WIRE GATE AND 0.3 METER
 RR0755'(1 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 RR0755'HAD THROUGH A 5-INCH LOGO CAP.
 RR0755'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RR0755'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1194 ***********************************************************************
 RP1194  DESIGNATION -  J 504
 RP1194  PID         -  RP1194
 RP1194  STATE/COUNTY-  ND/RICHLAND
 RP1194  USGS QUAD   -  HANKINSON SE (1979)
 RP1194
 RP1194                         *CURRENT SURVEY CONTROL
 RP1194  ___________________________________________________________________
 RP1194* NAD 83(1986)-  46 03 06.     (N)    096 46 41.     (W)     SCALED    
 RP1194* NAVD 88     -       303.654  (meters)     996.24   (feet)  ADJUSTED  
 RP1194  ___________________________________________________________________
 RP1194  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RP1194  DYNAMIC HT  -         303.656 (meters)     996.24  (feet)  COMP
 RP1194  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 RP1194
 RP1194  VERT ORDER  -  FIRST     CLASS II
 RP1194
 RP1194.The horizontal coordinates were scaled from a topographic map and have
 RP1194.an estimated accuracy of +/- 6 seconds.
 RP1194
 RP1194.The orthometric height was determined by differential leveling
 RP1194.and adjusted by the National Geodetic Survey in June 1991..
 RP1194
 RP1194.The geoid height was determined by GEOID03.
 RP1194
 RP1194.The dynamic height is computed by dividing the NAVD 88
 RP1194.geopotential number by the normal gravity value computed on the
 RP1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1194.degrees latitude (g = 980.6199 gals.).
 RP1194
 RP1194.The modeled gravity was interpolated from observed gravity values.
 RP1194
 RP1194;                    North         East    Units  Estimated Accuracy
 RP1194;SPC ND S     -    49,620.      887,950.      MT  (+/- 180 meters Scaled)
 RP1194
 RP1194                          SUPERSEDED SURVEY CONTROL
 RP1194
 RP1194.No superseded survey control is available for this station.
 RP1194
 RP1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS718021(NAD 83)
 RP1194_MARKER: I = METAL ROD
 RP1194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1194_SP_SET: STAINLESS STEEL ROD
 RP1194_STAMPING: J 504 1990
 RP1194_MARK LOGO: NGS   
 RP1194_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1194_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1194+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1194_ROD/PIPE-DEPTH: 15.2 meters
 RP1194
 RP1194  HISTORY     - Date     Condition        Report By
 RP1194  HISTORY     - 1990     MONUMENTED       NGS
 RP1194
 RP1194                          STATION DESCRIPTION
 RP1194
 RP1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1194'9.2 KM (5.7 MI) EASTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1194'COUNTY ROAD 1 IN HANKINSON, 29.8 M (97.8 FT) NORTH OF THE HIGHWAY
 RP1194'CENTERLINE, 21.3 M (69.9 FT) EAST OF THE CENTER OF A DRIVEWAY, 4.7 M
 RP1194'(15.4 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL
 RP1194'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 RP1194'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1169 ***********************************************************************
 RP1169  DESIGNATION -  J 505
 RP1169  PID         -  RP1169
 RP1169  STATE/COUNTY-  ND/RICHLAND
 RP1169  USGS QUAD   -  DWIGHT (1979)
 RP1169
 RP1169                         *CURRENT SURVEY CONTROL
 RP1169  ___________________________________________________________________
 RP1169* NAD 83(1986)-  46 21 18.     (N)    096 44 11.     (W)     SCALED    
 RP1169* NAVD 88     -       288.215  (meters)     945.59   (feet)  ADJUSTED  
 RP1169  ___________________________________________________________________
 RP1169  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RP1169  DYNAMIC HT  -         288.225 (meters)     945.62  (feet)  COMP
 RP1169  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 RP1169
 RP1169  VERT ORDER  -  FIRST     CLASS II
 RP1169
 RP1169.The horizontal coordinates were scaled from a topographic map and have
 RP1169.an estimated accuracy of +/- 6 seconds.
 RP1169
 RP1169.The orthometric height was determined by differential leveling
 RP1169.and adjusted by the National Geodetic Survey in June 1991..
 RP1169
 RP1169.The geoid height was determined by GEOID03.
 RP1169
 RP1169.The dynamic height is computed by dividing the NAVD 88
 RP1169.geopotential number by the normal gravity value computed on the
 RP1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1169.degrees latitude (g = 980.6199 gals.).
 RP1169
 RP1169.The modeled gravity was interpolated from observed gravity values.
 RP1169
 RP1169;                    North         East    Units  Estimated Accuracy
 RP1169;SPC ND S     -    83,450.      889,550.      MT  (+/- 180 meters Scaled)
 RP1169
 RP1169                          SUPERSEDED SURVEY CONTROL
 RP1169
 RP1169.No superseded survey control is available for this station.
 RP1169
 RP1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741359(NAD 83)
 RP1169_MARKER: I = METAL ROD
 RP1169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1169_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1169_STAMPING: J 505 1990
 RP1169_MARK LOGO: NGS   
 RP1169_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1169_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1169+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1169_ROD/PIPE-DEPTH: 16.0 meters
 RP1169_SLEEVE-DEPTH  : 0.9 meters
 RP1169
 RP1169  HISTORY     - Date     Condition        Report By
 RP1169  HISTORY     - 1990     MONUMENTED       NGS
 RP1169
 RP1169                          STATION DESCRIPTION
 RP1169
 RP1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1169'10.3 KM (6.4 MI) SOUTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP1169'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 23.1 M (75.8 FT) EAST
 RP1169'OF THE ROAD CENTERLINE, 21.7 NORTH OF THE CENTERLINE OF A COUNTY
 RP1169'ROAD, 12.2 M (40.0 FT) SOUTHWEST OF THE WEST LEG OF A DOUBLE UTILITY
 RP1169'POLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROADS, AND 0.3 M (1.0 FT)
 RP1169'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 RP1169'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1147 ***********************************************************************
 RP1147  CBN         -  This is a Cooperative Base Network Control Station.
 RP1147  DESIGNATION -  J 506
 RP1147  PID         -  RP1147
 RP1147  STATE/COUNTY-  ND/CASS
 RP1147  USGS QUAD   -  HICKSON (1979)
 RP1147
 RP1147                         *CURRENT SURVEY CONTROL
 RP1147  ___________________________________________________________________
 RP1147* NAD 83(1996)-  46 43 52.05275(N)    096 47 57.25757(W)     ADJUSTED  
 RP1147* NAVD 88     -       277.260  (meters)     909.64   (feet)  ADJUSTED  
 RP1147  ___________________________________________________________________
 RP1147  X           -    -518,512.728 (meters)                     COMP
 RP1147  Y           -  -4,348,870.162 (meters)                     COMP
 RP1147  Z           -   4,621,511.046 (meters)                     COMP
 RP1147  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 RP1147  ELLIP HEIGHT-         250.76  (meters)          (04/07/03) GPS OBS
 RP1147  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP1147  DYNAMIC HT  -         277.281 (meters)     909.71  (feet)  COMP
 RP1147  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 RP1147
 RP1147  HORZ ORDER  -  A
 RP1147  VERT ORDER  -  FIRST     CLASS II
 RP1147  ELLP ORDER  -  THIRD     CLASS II
 RP1147
 RP1147.The horizontal coordinates were established by GPS observations
 RP1147.and adjusted by the National Geodetic Survey in April 2003..
 RP1147
 RP1147.The orthometric height was determined by differential leveling
 RP1147.and adjusted by the National Geodetic Survey in June 1991..
 RP1147
 RP1147.Photographs are available for this station.
 RP1147
 RP1147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1147
 RP1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1147
 RP1147.The ellipsoidal height was determined by GPS observations
 RP1147.and is referenced to NAD 83.
 RP1147
 RP1147.The geoid height was determined by GEOID03.
 RP1147
 RP1147.The dynamic height is computed by dividing the NAVD 88
 RP1147.geopotential number by the normal gravity value computed on the
 RP1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1147.degrees latitude (g = 980.6199 gals.).
 RP1147
 RP1147.The modeled gravity was interpolated from observed gravity values.
 RP1147
 RP1147;                    North         East     Units Scale Factor Converg.
 RP1147;SPC ND S     -   124,983.099   882,751.703   MT  0.99993748   +2 41 57.4
 RP1147;SPC ND S     -   410,049.54  2,896,167.00   iFT  0.99993748   +2 41 57.4
 RP1147;UTM  14      - 5,177,637.797   668,149.230   MT  0.99994753   +1 36 10.3
 RP1147
 RP1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1147!SPC ND S     -   0.99996069  x   0.99993748  =   0.99989818
 RP1147!UTM  14      -   0.99996069  x   0.99994753  =   0.99990823
 RP1147
 RP1147                          SUPERSEDED SURVEY CONTROL
 RP1147
 RP1147  NAVD 88 (04/07/03)  277.26   (m)          909.6    (f) LEVELING    3  
 RP1147
 RP1147.Superseded values are not recommended for survey control.
 RP1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1147.See file dsdata.txt to determine how the superseded data were derived.
 RP1147
 RP1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6814977638(NAD 83)
 RP1147_MARKER: I = METAL ROD
 RP1147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1147_SP_SET: STAINLESS STEEL ROD
 RP1147_STAMPING: J 506 1990
 RP1147_MARK LOGO: NGS   
 RP1147_PROJECTION: FLUSH
 RP1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1147+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 RP1147_ROD/PIPE-DEPTH: 9.7  meters
 RP1147
 RP1147  HISTORY     - Date     Condition        Report By
 RP1147  HISTORY     - 1990     MONUMENTED       NGS
 RP1147  HISTORY     - 20020710 GOOD             LOCENG
 RP1147  HISTORY     - 20040820 GOOD             NDSPLS
 RP1147
 RP1147                          STATION DESCRIPTION
 RP1147
 RP1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1147'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1147'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1147'THENCE 8.0 KM (5.0 MI) SOUTHERLY ALONG COUNTY ROAD 81, 28.6 M (93.8
 RP1147'FT) WEST OF THE ROAD CENTERLINE, 11.7 M (38.4 FT) NORTH OF THE CENTER
 RP1147'OF A SECTION LINE ROAD, 5.9 M (19.4 FT) SOUTHEAST OF US SPRINT LINE
 RP1147'MARKER NUMBER ND 01 0162, 2.1 M (6.9 FT) EAST OF UTILITY POLE NUMBER
 RP1147'106 25 1 40 WITH A GUY WIRE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 RP1147'ROAD, AND O.3 M WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 RP1147'POINT IS THROUGH A 5-INCH LOGO CAP.
 RP1147
 RP1147                          STATION RECOVERY (2002)
 RP1147
 RP1147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (BDE)
 RP1147'REOVERED AS DESCRIBED.
 RP1147'
 RP1147
 RP1147                          STATION RECOVERY (2004)
 RP1147
 RP1147'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 RP1147'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF FARGO.
 RP1147' 
 RP1147'TO REACH THE STATION FROM THE INTERSECTION OF U.S HIGHWAY 81 BUSINESS
 RP1147'AND INTERSTATE  HIGHWAY 94 (EXIT 351) IN FARGO, GO SOUTH ON HIGHWAY 81
 RP1147'FOR 3.1 MILES TO THE JUNCTION OF  COUNTY ROAD 81.  CONTINUE SOUTH ON
 RP1147'COUNTY ROAD 81 FOR 5.0 MILES TO THE INTERSECTION OF  COUNTY ROAD 16
 RP1147'AND THE STATION, IN THE NORTHWEST CORNER OF INTERSECTION.
 RP1147' 
 RP1147'LOCATED 28.6 M (93.8 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 81,
 RP1147'11.7 M (38.4 FT) NORTH OF  THE CENTER OF THE GRAVEL ROAD, 2.1 M (6.9
 RP1147'FT) EAST OF UTILITY POLE NUMBER 106 25 1 40 WITH A  GUY WIRE, 0.3 M
 RP1147'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M WEST OF A WITNESS
 RP1147'POST.   NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0571 ***********************************************************************
 SL0571  DESIGNATION -  J 52
 SL0571  PID         -  SL0571
 SL0571  STATE/COUNTY-  ND/STEELE
 SL0571  USGS QUAD   -  BLABON (1967)
 SL0571
 SL0571                         *CURRENT SURVEY CONTROL
 SL0571  ___________________________________________________________________
 SL0571* NAD 83(1986)-  47 29 57.     (N)    097 49 52.     (W)     SCALED    
 SL0571* NAVD 88     -       438.382  (meters)    1438.26   (feet)  ADJUSTED  
 SL0571  ___________________________________________________________________
 SL0571  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SL0571  DYNAMIC HT  -         438.428 (meters)    1438.41  (feet)  COMP
 SL0571  MODELED GRAV-     980,706.2   (mgal)                       NAVD 88
 SL0571
 SL0571  VERT ORDER  -  SECOND    CLASS 0
 SL0571
 SL0571.The horizontal coordinates were scaled from a topographic map and have
 SL0571.an estimated accuracy of +/- 6 seconds.
 SL0571
 SL0571.The orthometric height was determined by differential leveling
 SL0571.and adjusted by the National Geodetic Survey in June 1991..
 SL0571
 SL0571.The geoid height was determined by GEOID03.
 SL0571
 SL0571.The dynamic height is computed by dividing the NAVD 88
 SL0571.geopotential number by the normal gravity value computed on the
 SL0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0571.degrees latitude (g = 980.6199 gals.).
 SL0571
 SL0571.The modeled gravity was interpolated from observed gravity values.
 SL0571
 SL0571;                    North         East    Units  Estimated Accuracy
 SL0571;SPC ND N     -    58,980.      801,040.      MT  (+/- 180 meters Scaled)
 SL0571
 SL0571                          SUPERSEDED SURVEY CONTROL
 SL0571
 SL0571  NGVD 29 (??/??/92)  438.015  (m)         1437.05   (f) ADJ UNCH    2 0
 SL0571
 SL0571.Superseded values are not recommended for survey control.
 SL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0571.See file dsdata.txt to determine how the superseded data were derived.
 SL0571
 SL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT880612(NAD 83)
 SL0571_MARKER: DB = BENCH MARK DISK
 SL0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0571_STAMPING: J 52 1934
 SL0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0571+STABILITY: SURFACE MOTION
 SL0571
 SL0571  HISTORY     - Date     Condition        Report By
 SL0571  HISTORY     - 1934     MONUMENTED       CGS
 SL0571  HISTORY     - 1963     GOOD             NGS
 SL0571
 SL0571                          STATION DESCRIPTION
 SL0571
 SL0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0571'1.1 MI S FROM FINLEY.
 SL0571'0.5 MILE SOUTH ALONG STATE HIGHWAYS 7 AND 32 FROM THE PUBLIC SCHOOL AT
 SL0571'FINLEY, THENCE 0.6 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY, IN
 SL0571'SECTION 5, T 146 N, R 56 W, AT A ROAD CROSSING, 48 FEET EAST OF THE
 SL0571'EAST RAIL, 107 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET
 SL0571'SOUTH OF THE SOUTHERN MOST OF 2 POWER POLES, 12 FEET NORTHEAST OF A
 SL0571'TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, 0.8 FOOT NORTH OF A
 SL0571'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK AND SET
 SL0571'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0384 ***********************************************************************
 SM0384  DESIGNATION -  J 53
 SM0384  PID         -  SM0384
 SM0384  STATE/COUNTY-  ND/GRIGGS
 SM0384  USGS QUAD   -  HANNAFORD (1961)
 SM0384
 SM0384                         *CURRENT SURVEY CONTROL
 SM0384  ___________________________________________________________________
 SM0384* NAD 83(1986)-  47 18 17.     (N)    098 11 14.     (W)     SCALED    
 SM0384* NAVD 88     -       433.000  (meters)    1420.60   (feet)  ADJUSTED  
 SM0384  ___________________________________________________________________
 SM0384  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM0384  DYNAMIC HT  -         433.037 (meters)    1420.72  (feet)  COMP
 SM0384  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 SM0384
 SM0384  VERT ORDER  -  SECOND    CLASS 0
 SM0384
 SM0384.The horizontal coordinates were scaled from a topographic map and have
 SM0384.an estimated accuracy of +/- 6 seconds.
 SM0384
 SM0384.The orthometric height was determined by differential leveling
 SM0384.and adjusted by the National Geodetic Survey in June 1991..
 SM0384
 SM0384.The geoid height was determined by GEOID03.
 SM0384
 SM0384.The dynamic height is computed by dividing the NAVD 88
 SM0384.geopotential number by the normal gravity value computed on the
 SM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0384.degrees latitude (g = 980.6199 gals.).
 SM0384
 SM0384.The modeled gravity was interpolated from observed gravity values.
 SM0384
 SM0384;                    North         East    Units  Estimated Accuracy
 SM0384;SPC ND N     -    36,510.      774,880.      MT  (+/- 180 meters Scaled)
 SM0384
 SM0384                          SUPERSEDED SURVEY CONTROL
 SM0384
 SM0384  NGVD 29 (??/??/92)  432.65   (m)         1419.5    (f) COMPUTED    2 0
 SM0384
 SM0384.Superseded values are not recommended for survey control.
 SM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0384.See file dsdata.txt to determine how the superseded data were derived.
 SM0384
 SM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT614393(NAD 83)
 SM0384_MARKER: DB = BENCH MARK DISK
 SM0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0384_STAMPING: J 53 1934
 SM0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0384+STABILITY: SURFACE MOTION
 SM0384
 SM0384  HISTORY     - Date     Condition        Report By
 SM0384  HISTORY     - 1934     MONUMENTED       CGS
 SM0384  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0384
 SM0384                          STATION DESCRIPTION
 SM0384
 SM0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0384'IN HANNAFORD.
 SM0384'AT HANNAFORD, GRIGGS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 8 POLES
 SM0384'NORTH OF A SIGNAL TOWER, 0.2 MILE SOUTH OF MILEPOST 26, 0.4 MILE SOUTH
 SM0384'OF THE CROSSING OF THE GREAT NORTHERN RAILWAY, 46.5 FEET EAST OF THE
 SM0384'EAST RAIL OF THE N.R.RY., AND 5.5 FEET SOUTHEAST OF A TELEPHONE POLE.
 SM0384'A STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP OF A CONCRETE
 SM0384'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0346 ***********************************************************************
 TE0346  DESIGNATION -  J 55
 TE0346  PID         -  TE0346
 TE0346  STATE/COUNTY-  ND/RAMSEY
 TE0346  USGS QUAD   -  BROCKET (1971)
 TE0346
 TE0346                         *CURRENT SURVEY CONTROL
 TE0346  ___________________________________________________________________
 TE0346* NAD 83(1986)-  48 12 51.     (N)    098 21 27.     (W)     SCALED    
 TE0346* NAVD 88     -       461.563  (meters)    1514.31   (feet)  ADJUSTED  
 TE0346  ___________________________________________________________________
 TE0346  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0346  DYNAMIC HT  -         461.647 (meters)    1514.59  (feet)  COMP
 TE0346  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 TE0346
 TE0346  VERT ORDER  -  SECOND    CLASS 0
 TE0346
 TE0346.The horizontal coordinates were scaled from a topographic map and have
 TE0346.an estimated accuracy of +/- 6 seconds.
 TE0346
 TE0346.The orthometric height was determined by differential leveling
 TE0346.and adjusted by the National Geodetic Survey in June 1991..
 TE0346.WARNING-Repeat measurements at this control monument indicate possible
 TE0346.vertical movement.
 TE0346
 TE0346.The geoid height was determined by GEOID03.
 TE0346
 TE0346.The dynamic height is computed by dividing the NAVD 88
 TE0346.geopotential number by the normal gravity value computed on the
 TE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0346.degrees latitude (g = 980.6199 gals.).
 TE0346
 TE0346.The modeled gravity was interpolated from observed gravity values.
 TE0346
 TE0346;                    North         East    Units  Estimated Accuracy
 TE0346;SPC ND N     -   137,210.      759,190.      MT  (+/- 180 meters Scaled)
 TE0346
 TE0346                          SUPERSEDED SURVEY CONTROL
 TE0346
 TE0346  NGVD 29 (??/??/92)  461.189  (m)         1513.08   (f) ADJ UNCH    2 0
 TE0346
 TE0346.Superseded values are not recommended for survey control.
 TE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0346.See file dsdata.txt to determine how the superseded data were derived.
 TE0346
 TE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU477403(NAD 83)
 TE0346_MARKER: DB = BENCH MARK DISK
 TE0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0346_STAMPING: J 55 1934
 TE0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0346+STABILITY: SURFACE MOTION
 TE0346
 TE0346  HISTORY     - Date     Condition        Report By
 TE0346  HISTORY     - 1934     MONUMENTED       CGS
 TE0346  HISTORY     - 1963     GOOD             NGS
 TE0346
 TE0346                          STATION DESCRIPTION
 TE0346
 TE0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0346'IN BROCKET.
 TE0346'AT BROCKET, 282 FEET NORTH OF THE NORTHWEST CORNER OF THE GREAT
 TE0346'NORTHERN RAILWAY STATION, IN S 28, R 60 W, T 155 N, 65.5 FEET
 TE0346'NORTHWEST OF A WELL AND A PUMP, 59.5 FEET NORTHWEST OF A POWER POLE,
 TE0346'42.2 FEET WEST OF THE WEST RAIL, 8.0 FEET SOUTHEAST OF THE SECOND
 TE0346'TELEGRAPH POLE NORTH OF THE STATION, 1.5 FEET NORTH OF A METAL WITNESS
 TE0346'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0346'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0369 ***********************************************************************
 TD0369  DESIGNATION -  J 58
 TD0369  PID         -  TD0369
 TD0369  STATE/COUNTY-  ND/WALSH
 TD0369  USGS QUAD   -  OAKWOOD (1960)
 TD0369
 TD0369                         *CURRENT SURVEY CONTROL
 TD0369  ___________________________________________________________________
 TD0369* NAD 83(1986)-  48 28 02.     (N)    097 20 32.     (W)     SCALED    
 TD0369* NAVD 88     -       250.601  (meters)     822.18   (feet)  ADJUSTED  
 TD0369  ___________________________________________________________________
 TD0369  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 TD0369  DYNAMIC HT  -         250.661 (meters)     822.38  (feet)  COMP
 TD0369  MODELED GRAV-     980,845.9   (mgal)                       NAVD 88
 TD0369
 TD0369  VERT ORDER  -  SECOND    CLASS 0
 TD0369
 TD0369.The horizontal coordinates were scaled from a topographic map and have
 TD0369.an estimated accuracy of +/- 6 seconds.
 TD0369
 TD0369.The orthometric height was determined by differential leveling
 TD0369.and adjusted by the National Geodetic Survey in June 1991..
 TD0369
 TD0369.The geoid height was determined by GEOID03.
 TD0369
 TD0369.The dynamic height is computed by dividing the NAVD 88
 TD0369.geopotential number by the normal gravity value computed on the
 TD0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0369.degrees latitude (g = 980.6199 gals.).
 TD0369
 TD0369.The modeled gravity was interpolated from observed gravity values.
 TD0369
 TD0369;                    North         East    Units  Estimated Accuracy
 TD0369;SPC ND N     -   167,920.      833,440.      MT  (+/- 180 meters Scaled)
 TD0369
 TD0369                          SUPERSEDED SURVEY CONTROL
 TD0369
 TD0369  NGVD 29 (??/??/92)  250.257  (m)          821.05   (f) ADJ UNCH    2 0
 TD0369
 TD0369.Superseded values are not recommended for survey control.
 TD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0369.See file dsdata.txt to determine how the superseded data were derived.
 TD0369
 TD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU225695(NAD 83)
 TD0369_MARKER: DB = BENCH MARK DISK
 TD0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0369_STAMPING: J-58 -- 1934
 TD0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0369+STABILITY: SURFACE MOTION
 TD0369
 TD0369  HISTORY     - Date     Condition        Report By
 TD0369  HISTORY     - 1934     MONUMENTED       CGS
 TD0369  HISTORY     - 1960     MARK NOT FOUND   USGS
 TD0369
 TD0369                          STATION DESCRIPTION
 TD0369
 TD0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0369'4.9 MI NE FROM GRAFTON.
 TD0369'4.9 MILES NORTHEAST OF THE N.P.R. STATION AT GRAFTON.  225 YDS.
 TD0369'SOUTHWEST OF MILE POST NO. 150.  228 FT. NORTHEAST OF CENTERLINE OF
 TD0369'GRADE CROSSING OF A SECTION ROAD.  43.3 FT. NORTHWEST OF NORTH RAIL OF
 TD0369'TRACK.  2 FT. SOUTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 TD0369'CONCRETE POST 6 IN. HIGH.
 TD0369
 TD0369                          STATION RECOVERY (1960)
 TD0369
 TD0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 TD0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0335 ***********************************************************************
 TD0335  DESIGNATION -  J 59
 TD0335  PID         -  TD0335
 TD0335  STATE/COUNTY-  ND/WALSH
 TD0335  USGS QUAD   -  GRAFTON (1960)
 TD0335
 TD0335                         *CURRENT SURVEY CONTROL
 TD0335  ___________________________________________________________________
 TD0335* NAD 83(1986)-  48 24 46.     (N)    097 26 16.     (W)     SCALED    
 TD0335* NAVD 88     -       254.454  (meters)     834.82   (feet)  ADJUSTED  
 TD0335  ___________________________________________________________________
 TD0335  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 TD0335  DYNAMIC HT  -         254.515 (meters)     835.02  (feet)  COMP
 TD0335  MODELED GRAV-     980,841.7   (mgal)                       NAVD 88
 TD0335
 TD0335  VERT ORDER  -  SECOND    CLASS 0
 TD0335
 TD0335.The horizontal coordinates were scaled from a topographic map and have
 TD0335.an estimated accuracy of +/- 6 seconds.
 TD0335
 TD0335.The orthometric height was determined by differential leveling
 TD0335.and adjusted by the National Geodetic Survey in June 1991..
 TD0335
 TD0335.The geoid height was determined by GEOID03.
 TD0335
 TD0335.The dynamic height is computed by dividing the NAVD 88
 TD0335.geopotential number by the normal gravity value computed on the
 TD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0335.degrees latitude (g = 980.6199 gals.).
 TD0335
 TD0335.The modeled gravity was interpolated from observed gravity values.
 TD0335
 TD0335;                    North         East    Units  Estimated Accuracy
 TD0335;SPC ND N     -   161,580.      826,620.      MT  (+/- 180 meters Scaled)
 TD0335
 TD0335                          SUPERSEDED SURVEY CONTROL
 TD0335
 TD0335  NGVD 29 (??/??/92)  254.12   (m)          833.7    (f) COMPUTED    2 0
 TD0335
 TD0335.Superseded values are not recommended for survey control.
 TD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0335.See file dsdata.txt to determine how the superseded data were derived.
 TD0335
 TD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU156633(NAD 83)
 TD0335_MARKER: DB = BENCH MARK DISK
 TD0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0335_STAMPING: J-59 -- 1934
 TD0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0335+STABILITY: SURFACE MOTION
 TD0335
 TD0335  HISTORY     - Date     Condition        Report By
 TD0335  HISTORY     - 1934     MONUMENTED       CGS
 TD0335  HISTORY     - 1962     MARK NOT FOUND   NGS
 TD0335
 TD0335                          STATION DESCRIPTION
 TD0335
 TD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0335'1.7 MI W FROM GRAFTON.
 TD0335'1.7 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT GRAFTON,
 TD0335'WALSH COUNTY, AT THE CROSSING OF A GRADED COUNTY ROAD, 49 1/2 FEET
 TD0335'EAST OF THE CENTER LINE OF THE ROAD, 37 FEET NORTH OF THE CENTER LINE
 TD0335'OF THE HIGHWAY, 21 FEET EAST OF A CORNER FENCE POST, 1 FOOT SOUTH OF
 TD0335'THE FENCE, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY. A STANDARD
 TD0335'DISK, STAMPED J 59 1934 AND SET IN THE TOP OF A CONCRETE POST
 TD0335'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 TD0335
 TD0335                          STATION RECOVERY (1962)
 TD0335
 TD0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TD0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1172 ***********************************************************************
 TF1172  DESIGNATION -  J 6
 TF1172  PID         -  TF1172
 TF1172  STATE/COUNTY-  ND/MOUNTRAIL
 TF1172  USGS QUAD   -  TAGUS (1980)
 TF1172
 TF1172                         *CURRENT SURVEY CONTROL
 TF1172  ___________________________________________________________________
 TF1172* NAD 83(1986)-  48 20 44.     (N)    101 55 57.     (W)     SCALED    
 TF1172* NAVD 88     -       667.254  (meters)    2189.15   (feet)  ADJUSTED  
 TF1172  ___________________________________________________________________
 TF1172  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TF1172  DYNAMIC HT  -         667.356 (meters)    2189.48  (feet)  COMP
 TF1172  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF1172
 TF1172  VERT ORDER  -  FIRST     CLASS II
 TF1172
 TF1172.The horizontal coordinates were scaled from a topographic map and have
 TF1172.an estimated accuracy of +/- 6 seconds.
 TF1172
 TF1172.The orthometric height was determined by differential leveling
 TF1172.and adjusted by the National Geodetic Survey in June 1991..
 TF1172.WARNING-Repeat measurements at this control monument indicate possible
 TF1172.vertical movement.
 TF1172
 TF1172.The geoid height was determined by GEOID03.
 TF1172
 TF1172.The dynamic height is computed by dividing the NAVD 88
 TF1172.geopotential number by the normal gravity value computed on the
 TF1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1172.degrees latitude (g = 980.6199 gals.).
 TF1172
 TF1172.The modeled gravity was interpolated from observed gravity values.
 TF1172
 TF1172;                    North         East    Units  Estimated Accuracy
 TF1172;SPC ND N     -   150,590.      493,830.      MT  (+/- 180 meters Scaled)
 TF1172
 TF1172                          SUPERSEDED SURVEY CONTROL
 TF1172
 TF1172  NGVD 29 (??/??/92)  666.790  (m)         2187.63   (f) ADJ UNCH    1 2
 TF1172
 TF1172.Superseded values are not recommended for survey control.
 TF1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1172.See file dsdata.txt to determine how the superseded data were derived.
 TF1172
 TF1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU827588(NAD 83)
 TF1172_MARKER: DB = BENCH MARK DISK
 TF1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1172_STAMPING: ELEV 2187.627 FT J 6
 TF1172_MARK LOGO: CGS   
 TF1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1172+STABILITY: SURFACE MOTION
 TF1172
 TF1172  HISTORY     - Date     Condition        Report By
 TF1172  HISTORY     - UNK      MONUMENTED       CGS
 TF1172  HISTORY     - 1962     GOOD             NGS
 TF1172  HISTORY     - 1963     GOOD             NGS
 TF1172  HISTORY     - 1981     GOOD             NGS
 TF1172
 TF1172                          STATION DESCRIPTION
 TF1172
 TF1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1172'IN TAGUS.
 TF1172'AT TAGUS, 42.0 FEET NORTH OF THE NORTH CORNER OF THE GREAT NORTHERN
 TF1172'RAILROAD STATION, ABOUT 0.5 MILE EAST OF MILEPOST 33, ABOUT 0.15 MILE
 TF1172'WEST OF A GRAVELED ROAD CROSSING, 86.8 FEET NORTHWEST OF THE NORTHWEST
 TF1172'RAIL OF THE MAIN TRACK, 3.5 FEET SOUTHWEST OF A TELEGRAPH POLE, IN
 TF1172'LINE WITH A ROW OF POLES, 0.9 FOOT EAST OF A METAL WITNESS POST, ABOUT
 TF1172'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TF1172'POST 0.4 FOOT BELOW THE SURFACE OF THE GROUND.
 TF1172
 TF1172                          STATION RECOVERY (1963)
 TF1172
 TF1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1172'RECOVERED IN GOOD CONDITION.
 TF1172
 TF1172                          STATION RECOVERY (1981)
 TF1172
 TF1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1245 ***********************************************************************
 TF1245  DESIGNATION -  J 6 B 1
 TF1245  PID         -  TF1245
 TF1245  STATE/COUNTY-  ND/MOUNTRAIL
 TF1245  USGS QUAD   -  TAGUS (1980)
 TF1245
 TF1245                         *CURRENT SURVEY CONTROL
 TF1245  ___________________________________________________________________
 TF1245* NAD 83(1986)-  48 17 11.     (N)    101 56 18.     (W)     SCALED    
 TF1245* NAVD 88     -       673.415  (meters)    2209.36   (feet)  ADJUSTED  
 TF1245  ___________________________________________________________________
 TF1245  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TF1245  DYNAMIC HT  -         673.518 (meters)    2209.70  (feet)  COMP
 TF1245  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 TF1245
 TF1245  VERT ORDER  -  SECOND    CLASS 0
 TF1245
 TF1245.The horizontal coordinates were scaled from a topographic map and have
 TF1245.an estimated accuracy of +/- 6 seconds.
 TF1245
 TF1245.The orthometric height was determined by differential leveling
 TF1245.and adjusted by the National Geodetic Survey in June 1991..
 TF1245
 TF1245.The geoid height was determined by GEOID03.
 TF1245
 TF1245.The dynamic height is computed by dividing the NAVD 88
 TF1245.geopotential number by the normal gravity value computed on the
 TF1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1245.degrees latitude (g = 980.6199 gals.).
 TF1245
 TF1245.The modeled gravity was interpolated from observed gravity values.
 TF1245
 TF1245;                    North         East    Units  Estimated Accuracy
 TF1245;SPC ND N     -   144,020.      493,270.      MT  (+/- 180 meters Scaled)
 TF1245
 TF1245                          SUPERSEDED SURVEY CONTROL
 TF1245
 TF1245  NGVD 29 (??/??/92)  672.98   (m)         2207.9    (f) COMPUTED    2 0
 TF1245
 TF1245.Superseded values are not recommended for survey control.
 TF1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1245.See file dsdata.txt to determine how the superseded data were derived.
 TF1245
 TF1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU820523(NAD 83)
 TF1245_MARKER: DZ = AZIMUTH MARK DISK
 TF1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1245_SP_SET: PEDESTAL
 TF1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1245
 TF1245  HISTORY     - Date     Condition        Report By
 TF1245  HISTORY     - UNK      MONUMENTED       DOD
 TF1245  HISTORY     - 1963     GOOD             NGS
 TF1245
 TF1245                          STATION DESCRIPTION
 TF1245
 TF1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1245'4.8 MI S FROM TAGUS.
 TF1245'ABOUT 0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1245'AT TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 4.0 MILES
 TF1245'SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.3 MILE NORTHEAST ACROSS A
 TF1245'CULTIVATED FIELD, ON THE SOUTHWEST SLOPE OF A SMALL HILL, 165 FEET
 TF1245'NORTH OF THE CENTERLINE OF A TRACK ROAD, A 1 1/2 X 4 FOOT CONCRETE
 TF1245'PEDESTAL WITH TRIBRACH, S 35, R 88 W, T 156 N.  NOTE-- CENTER OF THE
 TF1245'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1246 ***********************************************************************
 TF1246  DESIGNATION -  J 6 B 2
 TF1246  PID         -  TF1246
 TF1246  STATE/COUNTY-  ND/MOUNTRAIL
 TF1246  USGS QUAD   -  TAGUS (1980)
 TF1246
 TF1246                         *CURRENT SURVEY CONTROL
 TF1246  ___________________________________________________________________
 TF1246* NAD 83(1986)-  48 17 10.     (N)    101 56 46.     (W)     SCALED    
 TF1246* NAVD 88     -       671.752  (meters)    2203.91   (feet)  ADJUSTED  
 TF1246  ___________________________________________________________________
 TF1246  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 TF1246  DYNAMIC HT  -         671.854 (meters)    2204.24  (feet)  COMP
 TF1246  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TF1246
 TF1246  VERT ORDER  -  SECOND    CLASS 0
 TF1246
 TF1246.The horizontal coordinates were scaled from a topographic map and have
 TF1246.an estimated accuracy of +/- 6 seconds.
 TF1246
 TF1246.The orthometric height was determined by differential leveling
 TF1246.and adjusted by the National Geodetic Survey in June 1991..
 TF1246
 TF1246.The geoid height was determined by GEOID03.
 TF1246
 TF1246.The dynamic height is computed by dividing the NAVD 88
 TF1246.geopotential number by the normal gravity value computed on the
 TF1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1246.degrees latitude (g = 980.6199 gals.).
 TF1246
 TF1246.The modeled gravity was interpolated from observed gravity values.
 TF1246
 TF1246;                    North         East    Units  Estimated Accuracy
 TF1246;SPC ND N     -   144,000.      492,690.      MT  (+/- 180 meters Scaled)
 TF1246
 TF1246                          SUPERSEDED SURVEY CONTROL
 TF1246
 TF1246  NGVD 29 (??/??/92)  671.31   (m)         2202.5    (f) COMPUTED    2 0
 TF1246
 TF1246.Superseded values are not recommended for survey control.
 TF1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1246.See file dsdata.txt to determine how the superseded data were derived.
 TF1246
 TF1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU814522(NAD 83)
 TF1246_MARKER: DZ = AZIMUTH MARK DISK
 TF1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1246_SP_SET: PEDESTAL
 TF1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1246
 TF1246  HISTORY     - Date     Condition        Report By
 TF1246  HISTORY     - UNK      MONUMENTED       DOD
 TF1246  HISTORY     - 1963     GOOD             NGS
 TF1246
 TF1246                          STATION DESCRIPTION
 TF1246
 TF1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1246'4.7 MI S FROM TAGUS.
 TF1246'ABOUT 0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1246'AT TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 4.0 MILES
 TF1246'SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 MILE NORTHWEST ACROSS A
 TF1246'CULTIVATED FIELD, AT THE CREST OF A HILL, A 1 1/2 X 4 FOOT CONCRETE
 TF1246'PEDESTAL WITH TRIBRACH, S 36, R 88 W, T 156 N.  NOTE-- CENTER OF THE
 TF1246'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1243 ***********************************************************************
 TF1243  DESIGNATION -  J 6 Z
 TF1243  PID         -  TF1243
 TF1243  STATE/COUNTY-  ND/MOUNTRAIL
 TF1243  USGS QUAD   -  TAGUS (1980)
 TF1243
 TF1243                         *CURRENT SURVEY CONTROL
 TF1243  ___________________________________________________________________
 TF1243* NAD 83(1986)-  48 17 43.     (N)    101 56 37.     (W)     SCALED    
 TF1243* NAVD 88     -       678.444  (meters)    2225.86   (feet)  ADJUSTED  
 TF1243  ___________________________________________________________________
 TF1243  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TF1243  DYNAMIC HT  -         678.548 (meters)    2226.20  (feet)  COMP
 TF1243  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TF1243
 TF1243  VERT ORDER  -  SECOND    CLASS 0
 TF1243
 TF1243.The horizontal coordinates were scaled from a topographic map and have
 TF1243.an estimated accuracy of +/- 6 seconds.
 TF1243
 TF1243.The orthometric height was determined by differential leveling
 TF1243.and adjusted by the National Geodetic Survey in June 1991..
 TF1243
 TF1243.The geoid height was determined by GEOID03.
 TF1243
 TF1243.The dynamic height is computed by dividing the NAVD 88
 TF1243.geopotential number by the normal gravity value computed on the
 TF1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1243.degrees latitude (g = 980.6199 gals.).
 TF1243
 TF1243.The modeled gravity was interpolated from observed gravity values.
 TF1243
 TF1243;                    North         East    Units  Estimated Accuracy
 TF1243;SPC ND N     -   145,020.      492,900.      MT  (+/- 180 meters Scaled)
 TF1243
 TF1243                          SUPERSEDED SURVEY CONTROL
 TF1243
 TF1243  NGVD 29 (??/??/92)  678.01   (m)         2224.4    (f) COMPUTED    2 0
 TF1243
 TF1243.Superseded values are not recommended for survey control.
 TF1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1243.See file dsdata.txt to determine how the superseded data were derived.
 TF1243
 TF1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU816533(NAD 83)
 TF1243_MARKER: DS = TRIANGULATION STATION DISK
 TF1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1243_STAMPING: J 6 Z 1963
 TF1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1243+STABILITY: SURFACE MOTION
 TF1243
 TF1243  HISTORY     - Date     Condition        Report By
 TF1243  HISTORY     - 1963     MONUMENTED       CGS
 TF1243
 TF1243                          STATION DESCRIPTION
 TF1243
 TF1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1243'3.7 MI S FROM TAGUS.
 TF1243'ABOUT 0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1243'AT TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 3.2 MILES
 TF1243'SOUTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A SMALL HILL, 37.5
 TF1243'FEET EAST OF THE CENTERLINE OF THE ROAD, 55.0 FEET SOUTH OF R.M. 2,
 TF1243'55.0 FEET NORTH OF R.M. 1, 8.0 FEET SOUTH OF A POWER POLE, ABOUT 1
 TF1243'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF1243'POST LEVEL WITH THE GROUND, S 36, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1244 ***********************************************************************
 TF1244  DESIGNATION -  J 6 Z RM 1
 TF1244  PID         -  TF1244
 TF1244  STATE/COUNTY-  ND/MOUNTRAIL
 TF1244  USGS QUAD   -  TAGUS (1980)
 TF1244
 TF1244                         *CURRENT SURVEY CONTROL
 TF1244  ___________________________________________________________________
 TF1244* NAD 83(1986)-  48 17 43.     (N)    101 56 37.     (W)     SCALED    
 TF1244* NAVD 88     -       678.501  (meters)    2226.05   (feet)  ADJUSTED  
 TF1244  ___________________________________________________________________
 TF1244  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TF1244  DYNAMIC HT  -         678.605 (meters)    2226.39  (feet)  COMP
 TF1244  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TF1244
 TF1244  VERT ORDER  -  SECOND    CLASS 0
 TF1244
 TF1244.The horizontal coordinates were scaled from a topographic map and have
 TF1244.an estimated accuracy of +/- 6 seconds.
 TF1244
 TF1244.The orthometric height was determined by differential leveling
 TF1244.and adjusted by the National Geodetic Survey in June 1991..
 TF1244
 TF1244.The geoid height was determined by GEOID03.
 TF1244
 TF1244.The dynamic height is computed by dividing the NAVD 88
 TF1244.geopotential number by the normal gravity value computed on the
 TF1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1244.degrees latitude (g = 980.6199 gals.).
 TF1244
 TF1244.The modeled gravity was interpolated from observed gravity values.
 TF1244
 TF1244;                    North         East    Units  Estimated Accuracy
 TF1244;SPC ND N     -   145,020.      492,900.      MT  (+/- 180 meters Scaled)
 TF1244
 TF1244                          SUPERSEDED SURVEY CONTROL
 TF1244
 TF1244  NGVD 29 (??/??/92)  678.06   (m)         2224.6    (f) COMPUTED    2 0
 TF1244
 TF1244.Superseded values are not recommended for survey control.
 TF1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1244.See file dsdata.txt to determine how the superseded data were derived.
 TF1244
 TF1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU816533(NAD 83)
 TF1244_MARKER: DR = REFERENCE MARK DISK
 TF1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1244_STAMPING: J 6 Z NO 1 1963
 TF1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1244+STABILITY: SURFACE MOTION
 TF1244
 TF1244  HISTORY     - Date     Condition        Report By
 TF1244  HISTORY     - 1963     MONUMENTED       CGS
 TF1244
 TF1244                          STATION DESCRIPTION
 TF1244
 TF1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1244'3.7 MI S FROM TAGUS.
 TF1244'ABOUT 0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1244'AT TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 3.2 MILES
 TF1244'SOUTH ALONG A GRAVELED COUNTY ROAD, 110.0 FEET SOUTH OF R.M. 2, 55.0
 TF1244'FEET SOUTH OF THE STATION MARK, 37.5 FEET EAST OF THE CENTERLINE OF
 TF1244'THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF1244'OF A CONCRETE POST PROJECTING 0.3 FOOT, S 36, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1242 ***********************************************************************
 TF1242  DESIGNATION -  J 6 Z RM 2
 TF1242  PID         -  TF1242
 TF1242  STATE/COUNTY-  ND/MOUNTRAIL
 TF1242  USGS QUAD   -  TAGUS (1980)
 TF1242
 TF1242                         *CURRENT SURVEY CONTROL
 TF1242  ___________________________________________________________________
 TF1242* NAD 83(1986)-  48 17 43.     (N)    101 56 37.     (W)     SCALED    
 TF1242* NAVD 88     -       678.240  (meters)    2225.19   (feet)  ADJUSTED  
 TF1242  ___________________________________________________________________
 TF1242  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TF1242  DYNAMIC HT  -         678.344 (meters)    2225.53  (feet)  COMP
 TF1242  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 TF1242
 TF1242  VERT ORDER  -  SECOND    CLASS 0
 TF1242
 TF1242.The horizontal coordinates were scaled from a topographic map and have
 TF1242.an estimated accuracy of +/- 6 seconds.
 TF1242
 TF1242.The orthometric height was determined by differential leveling
 TF1242.and adjusted by the National Geodetic Survey in June 1991..
 TF1242
 TF1242.The geoid height was determined by GEOID03.
 TF1242
 TF1242.The dynamic height is computed by dividing the NAVD 88
 TF1242.geopotential number by the normal gravity value computed on the
 TF1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1242.degrees latitude (g = 980.6199 gals.).
 TF1242
 TF1242.The modeled gravity was interpolated from observed gravity values.
 TF1242
 TF1242;                    North         East    Units  Estimated Accuracy
 TF1242;SPC ND N     -   145,020.      492,900.      MT  (+/- 180 meters Scaled)
 TF1242
 TF1242                          SUPERSEDED SURVEY CONTROL
 TF1242
 TF1242  NGVD 29 (??/??/92)  677.80   (m)         2223.7    (f) COMPUTED    2 0
 TF1242
 TF1242.Superseded values are not recommended for survey control.
 TF1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1242.See file dsdata.txt to determine how the superseded data were derived.
 TF1242
 TF1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU816533(NAD 83)
 TF1242_MARKER: DR = REFERENCE MARK DISK
 TF1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1242_STAMPING: J 6 Z NO 2 1963
 TF1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1242+STABILITY: SURFACE MOTION
 TF1242
 TF1242  HISTORY     - Date     Condition        Report By
 TF1242  HISTORY     - 1963     MONUMENTED       CGS
 TF1242
 TF1242                          STATION DESCRIPTION
 TF1242
 TF1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1242'3.7 MI S FROM TAGUS.
 TF1242'ABOUT 0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1242'AT TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 3.2 MILES
 TF1242'SOUTH ALONG A GRAVELED COUNTY ROAD, 110.0 FEET NORTH OF R.M. 1, 55.0
 TF1242'FEET NORTH OF THE STATION MARK, 37.5 FEET EAST OF THE CENTERLINE OF
 TF1242'THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF1242'OF A CONCRETE POST PROJECTING 0.3 FOOT, S 36, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1122 ***********************************************************************
 TE1122  DESIGNATION -  J 61
 TE1122  PID         -  TE1122
 TE1122  STATE/COUNTY-  ND/TOWNER
 TE1122  USGS QUAD   -  EGELAND (1962)
 TE1122
 TE1122                         *CURRENT SURVEY CONTROL
 TE1122  ___________________________________________________________________
 TE1122* NAD 83(1996)-  48 37 50.12154(N)    099 05 21.08216(W)     ADJUSTED  
 TE1122* NAVD 88     -       464.558  (meters)    1524.14   (feet)  ADJUSTED  
 TE1122  ___________________________________________________________________
 TE1122  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 TE1122  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 TE1122  DYNAMIC HT  -         464.659 (meters)    1524.47  (feet)  COMP
 TE1122  MODELED GRAV-     980,814.3   (mgal)                       NAVD 88
 TE1122
 TE1122  HORZ ORDER  -  SECOND
 TE1122  VERT ORDER  -  SECOND    CLASS 0
 TE1122
 TE1122.The horizontal coordinates were established by classical geodetic methods
 TE1122.and adjusted by the National Geodetic Survey in January 1998..
 TE1122
 TE1122.The orthometric height was determined by differential leveling
 TE1122.and adjusted by the National Geodetic Survey in June 1991..
 TE1122
 TE1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1122
 TE1122.The geoid height was determined by GEOID03.
 TE1122
 TE1122.The dynamic height is computed by dividing the NAVD 88
 TE1122.geopotential number by the normal gravity value computed on the
 TE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1122.degrees latitude (g = 980.6199 gals.).
 TE1122
 TE1122.The modeled gravity was interpolated from observed gravity values.
 TE1122
 TE1122;                    North         East     Units Scale Factor Converg.
 TE1122;SPC ND N     -   182,248.998   703,985.043   MT  0.99998125   +1 02 59.4
 TE1122;SPC ND N     -   597,929.78  2,309,662.21   iFT  0.99998125   +1 02 59.4
 TE1122;UTM  14      - 5,386,395.309   493,428.348   MT  0.99960053   -0 04 01.0
 TE1122
 TE1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1122!SPC ND N     -   0.99993086  x   0.99998125  =   0.99991212
 TE1122!UTM  14      -   0.99993086  x   0.99960053  =   0.99953142
 TE1122
 TE1122                          SUPERSEDED SURVEY CONTROL
 TE1122
 TE1122  NAD 83(1986)-  48 37 50.12082(N)    099 05 21.07117(W) AD(       ) 2
 TE1122  NAD 27      -  48 37 50.09915(N)    099 05 19.57519(W) AD(       ) 2
 TE1122  NGVD 29 (??/??/92)  464.195  (m)         1522.95   (f) ADJ UNCH    2 0
 TE1122
 TE1122.Superseded values are not recommended for survey control.
 TE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1122.See file dsdata.txt to determine how the superseded data were derived.
 TE1122
 TE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9342886395(NAD 83)
 TE1122_MARKER: DB = BENCH MARK DISK
 TE1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1122_STAMPING: J 61 1934
 TE1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1122+STABILITY: SURFACE MOTION
 TE1122
 TE1122  HISTORY     - Date     Condition        Report By
 TE1122  HISTORY     - 1934     MONUMENTED       CGS
 TE1122  HISTORY     - 1968     GOOD             USGS
 TE1122
 TE1122                          STATION DESCRIPTION
 TE1122
 TE1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1122'0.4 MI E FROM EGELAND.
 TE1122'0.4 MILE EAST ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE. MARIE
 TE1122'RAILWAY (NOW THE SOO LINE RAILROAD) FROM THE STATION AT EGELAND,
 TE1122'TOWNER COUNTY, AT THE CROSSING OF THE FARMERS GRAIN AND SHIPPING CO.
 TE1122'RAILROAD, AT THE CROSSING OF A GRADED COUNTY ROAD, 31 FEET NORTHEAST
 TE1122'OF THE CENTERLINE OF THE ROAD, 41.8 FEET SOUTHWEST OF THE SOUTHWEST
 TE1122'RAIL OF THE F.G. AND S. CO. R.R., 39 FEET NORTH OF THE NORTH RAIL OF
 TE1122'THE M., ST. F AND S. STE. M. RY., AND 7 FEET SOUTHEAST OF A POLE.  A
 TE1122'STANDARD DISK, STAMPED J 61 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1122'PROJECTING 6 INCHES ABOVE GROUND.
 TE1122
 TE1122                          STATION RECOVERY (1968)
 TE1122
 TE1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1122'STATION IS LOCATED 0.4 MILE E FROM THE RR STATION AT EGELAND, AT THE
 TE1122'CROSSING OF THE FARMERS GRAIN AND SHIPPING CO. RR, AT THE CROSSING
 TE1122'OF A GRADED ROAD, 31 FEET NE OF THE CENTER LINE OF THE ROAD, 41.8
 TE1122'SW OF THE SW RAIL OF THE FG AND S CO. RR TRACK, 39 FEET N OF N
 TE1122'RAIL OF THE SOO LINE RR TRACK, AND 7 FEET SE OF A POLE.  THE
 TE1122'MARK IS NGS BENCH MARK DISK STAMPED J 61 1934, SET IN TOP OF A
 TE1122'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1476 ***********************************************************************
 TE1476  DESIGNATION -  J 62
 TE1476  PID         -  TE1476
 TE1476  STATE/COUNTY-  ND/ROLETTE
 TE1476  USGS QUAD   -  THORNE (1955)
 TE1476
 TE1476                         *CURRENT SURVEY CONTROL
 TE1476  ___________________________________________________________________
 TE1476* NAD 83(1986)-  48 40 00.     (N)    099 59 36.     (W)     SCALED    
 TE1476* NAVD 88     -       477.796  (meters)    1567.57   (feet)  ADJUSTED  
 TE1476  ___________________________________________________________________
 TE1476  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TE1476  DYNAMIC HT  -         477.912 (meters)    1567.95  (feet)  COMP
 TE1476  MODELED GRAV-     980,836.5   (mgal)                       NAVD 88
 TE1476
 TE1476  VERT ORDER  -  SECOND    CLASS 0
 TE1476
 TE1476.The horizontal coordinates were scaled from a topographic map and have
 TE1476.an estimated accuracy of +/- 6 seconds.
 TE1476
 TE1476.The orthometric height was determined by differential leveling
 TE1476.and adjusted by the National Geodetic Survey in June 1991..
 TE1476
 TE1476.The geoid height was determined by GEOID03.
 TE1476
 TE1476.The dynamic height is computed by dividing the NAVD 88
 TE1476.geopotential number by the normal gravity value computed on the
 TE1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1476.degrees latitude (g = 980.6199 gals.).
 TE1476
 TE1476.The modeled gravity was interpolated from observed gravity values.
 TE1476
 TE1476;                    North         East    Units  Estimated Accuracy
 TE1476;SPC ND N     -   185,430.      637,320.      MT  (+/- 180 meters Scaled)
 TE1476
 TE1476                          SUPERSEDED SURVEY CONTROL
 TE1476
 TE1476  NGVD 29 (??/??/92)  477.425  (m)         1566.35   (f) ADJ UNCH    2 0
 TE1476
 TE1476.Superseded values are not recommended for survey control.
 TE1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1476.See file dsdata.txt to determine how the superseded data were derived.
 TE1476
 TE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU268908(NAD 83)
 TE1476_MARKER: DB = BENCH MARK DISK
 TE1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1476_STAMPING: J-62--1934
 TE1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1476+STABILITY: SURFACE MOTION
 TE1476
 TE1476  HISTORY     - Date     Condition        Report By
 TE1476  HISTORY     - 1934     MONUMENTED       CGS
 TE1476
 TE1476                          STATION DESCRIPTION
 TE1476
 TE1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1476'6.8 MI W FROM ROLETTE.
 TE1476'6.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1476'RAILWAY FROM THE STATION AT ROLETTE, ROLETTE COUNTY, ABOUT 1 MILE EAST
 TE1476'OF THE SIDING AND GRAIN ELEVATORS AT FONDA, ABOUT 188 YARDS EAST OF
 TE1476'MILEPOST 503, 82 FEET SOUTHEAST OF THE CENTER OF A SECTION-LINE ROAD
 TE1476'CROSSING, 50.5 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 50
 TE1476'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED J 62 1934 AND
 TE1476'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 TE1476'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0585 ***********************************************************************
 TF0585  DESIGNATION -  J 63
 TF0585  PID         -  TF0585
 TF0585  STATE/COUNTY-  ND/BOTTINEAU
 TF0585  USGS QUAD   -  ECKMAN (1949)
 TF0585
 TF0585                         *CURRENT SURVEY CONTROL
 TF0585  ___________________________________________________________________
 TF0585* NAD 83(1986)-  48 39 27.     (N)    101 04 52.     (W)     SCALED    
 TF0585* NAVD 88     -       455.761  (meters)    1495.28   (feet)  ADJUSTED  
 TF0585  ___________________________________________________________________
 TF0585  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0585  DYNAMIC HT  -         455.857 (meters)    1495.59  (feet)  COMP
 TF0585  MODELED GRAV-     980,805.9   (mgal)                       NAVD 88
 TF0585
 TF0585  VERT ORDER  -  SECOND    CLASS 0
 TF0585
 TF0585.The horizontal coordinates were scaled from a topographic map and have
 TF0585.an estimated accuracy of +/- 6 seconds.
 TF0585
 TF0585.The orthometric height was determined by differential leveling
 TF0585.and adjusted by the National Geodetic Survey in June 1991..
 TF0585
 TF0585.The geoid height was determined by GEOID03.
 TF0585
 TF0585.The dynamic height is computed by dividing the NAVD 88
 TF0585.geopotential number by the normal gravity value computed on the
 TF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0585.degrees latitude (g = 980.6199 gals.).
 TF0585
 TF0585.The modeled gravity was interpolated from observed gravity values.
 TF0585
 TF0585;                    North         East    Units  Estimated Accuracy
 TF0585;SPC ND N     -   184,450.      557,190.      MT  (+/- 180 meters Scaled)
 TF0585
 TF0585                          SUPERSEDED SURVEY CONTROL
 TF0585
 TF0585  NGVD 29 (??/??/92)  455.359  (m)         1493.96   (f) ADJ UNCH    2 0
 TF0585
 TF0585.Superseded values are not recommended for survey control.
 TF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0585.See file dsdata.txt to determine how the superseded data were derived.
 TF0585
 TF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU467914(NAD 83)
 TF0585_MARKER: DB = BENCH MARK DISK
 TF0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0585_STAMPING: J 63 1934
 TF0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0585+STABILITY: SURFACE MOTION
 TF0585
 TF0585  HISTORY     - Date     Condition        Report By
 TF0585  HISTORY     - 1934     MONUMENTED       CGS
 TF0585  HISTORY     - 1951     MARK NOT FOUND   USGS
 TF0585
 TF0585                          STATION DESCRIPTION
 TF0585
 TF0585'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0585'8.2 MI W FROM RUSSELL.
 TF0585'8.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0585'RUSSELL, BOTTINEAU COUNTY, 1 MILE WEST OF THE STATION AT ECKMAN, 110
 TF0585'YARDS WEST OF MILEPOST 553, AT A COUNTY-ROAD CROSSING, 62 FEET EAST OF
 TF0585'THE CENTERLINE OF THE ROAD, 45.5 FEET SOUTH OF THE SOUTH RAIL, AND 24
 TF0585'FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 TF0585'J 63 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 TF0585'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0308 ***********************************************************************
 TG0308  DESIGNATION -  J 64
 TG0308  PID         -  TG0308
 TG0308  STATE/COUNTY-  ND/RENVILLE
 TG0308  USGS QUAD   -  KENMARE (1981)
 TG0308
 TG0308                         *CURRENT SURVEY CONTROL
 TG0308  ___________________________________________________________________
 TG0308* NAD 83(1986)-  48 43 35.     (N)    102 01 10.     (W)     SCALED    
 TG0308* NAVD 88     -       583.096  (meters)    1913.04   (feet)  ADJUSTED  
 TG0308  ___________________________________________________________________
 TG0308  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 TG0308  DYNAMIC HT  -         583.213 (meters)    1913.42  (feet)  COMP
 TG0308  MODELED GRAV-     980,791.2   (mgal)                       NAVD 88
 TG0308
 TG0308  VERT ORDER  -  SECOND    CLASS 0
 TG0308
 TG0308.The horizontal coordinates were scaled from a topographic map and have
 TG0308.an estimated accuracy of +/- 6 seconds.
 TG0308
 TG0308.The orthometric height was determined by differential leveling
 TG0308.and adjusted by the National Geodetic Survey in June 1991..
 TG0308
 TG0308.The geoid height was determined by GEOID03.
 TG0308
 TG0308.The dynamic height is computed by dividing the NAVD 88
 TG0308.geopotential number by the normal gravity value computed on the
 TG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0308.degrees latitude (g = 980.6199 gals.).
 TG0308
 TG0308.The modeled gravity was interpolated from observed gravity values.
 TG0308
 TG0308;                    North         East    Units  Estimated Accuracy
 TG0308;SPC ND N     -   193,050.      488,220.      MT  (+/- 180 meters Scaled)
 TG0308
 TG0308                          SUPERSEDED SURVEY CONTROL
 TG0308
 TG0308  NGVD 29 (??/??/92)  582.696  (m)         1911.73   (f) ADJ UNCH    2 0
 TG0308
 TG0308.Superseded values are not recommended for survey control.
 TG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0308.See file dsdata.txt to determine how the superseded data were derived.
 TG0308
 TG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ191013(NAD 83)
 TG0308_MARKER: DB = BENCH MARK DISK
 TG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0308_STAMPING: J 64 1934
 TG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0308+STABILITY: SURFACE MOTION
 TG0308
 TG0308  HISTORY     - Date     Condition        Report By
 TG0308  HISTORY     - 1934     MONUMENTED       CGS
 TG0308  HISTORY     - 1963     GOOD             NGS
 TG0308
 TG0308                          STATION DESCRIPTION
 TG0308
 TG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0308'2.15 MI W FROM NORMA.
 TG0308'ABOUT 2.15 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0308'NORMA, IN SECTION 31, T 161 N, R 87 W, 4 POLES EAST OF A ROAD
 TG0308'CROSSING, 10 POLES EAST OF MILE POST 600, 36 FEET NORTH OF THE NORTH
 TG0308'RAIL, 355 FEET EAST OF THE NORTH END OF A CONCRETE CULVERT, 11 1/2
 TG0308'FEET SOUTHWEST OF A TELEPHONE POLE 11 FEET SOUTH OF A FENCE, 0.8 FEET
 TG0308'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 TG0308'THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0215 ***********************************************************************
 SN0215  DESIGNATION -  J 65
 SN0215  PID         -  SN0215
 SN0215  STATE/COUNTY-  ND/MCLEAN
 SN0215  USGS QUAD   -  BUTTE (1958)
 SN0215
 SN0215                         *CURRENT SURVEY CONTROL
 SN0215  ___________________________________________________________________
 SN0215* NAD 83(1986)-  47 50 11.     (N)    100 44 09.     (W)     SCALED    
 SN0215* NAVD 88     -       556.014  (meters)    1824.19   (feet)  ADJUSTED  
 SN0215  ___________________________________________________________________
 SN0215  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 SN0215  DYNAMIC HT  -         556.070 (meters)    1824.37  (feet)  COMP
 SN0215  MODELED GRAV-     980,694.9   (mgal)                       NAVD 88
 SN0215
 SN0215  VERT ORDER  -  SECOND    CLASS 0
 SN0215
 SN0215.The horizontal coordinates were scaled from a topographic map and have
 SN0215.an estimated accuracy of +/- 6 seconds.
 SN0215
 SN0215.The orthometric height was determined by differential leveling
 SN0215.and adjusted by the National Geodetic Survey in June 1991..
 SN0215
 SN0215.The geoid height was determined by GEOID03.
 SN0215
 SN0215.The dynamic height is computed by dividing the NAVD 88
 SN0215.geopotential number by the normal gravity value computed on the
 SN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0215.degrees latitude (g = 980.6199 gals.).
 SN0215
 SN0215.The modeled gravity was interpolated from observed gravity values.
 SN0215
 SN0215;                    North         East    Units  Estimated Accuracy
 SN0215;SPC ND N     -    93,020.      582,350.      MT  (+/- 180 meters Scaled)
 SN0215
 SN0215                          SUPERSEDED SURVEY CONTROL
 SN0215
 SN0215  NGVD 29 (??/??/92)  555.617  (m)         1822.89   (f) ADJ UNCH    2 0
 SN0215
 SN0215.Superseded values are not recommended for survey control.
 SN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0215.See file dsdata.txt to determine how the superseded data were derived.
 SN0215
 SN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT701995(NAD 83)
 SN0215_MARKER: DB = BENCH MARK DISK
 SN0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0215_STAMPING: J 65 1934
 SN0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0215+STABILITY: SURFACE MOTION
 SN0215
 SN0215  HISTORY     - Date     Condition        Report By
 SN0215  HISTORY     - 1934     MONUMENTED       CGS
 SN0215  HISTORY     - 1962     GOOD             NGS
 SN0215
 SN0215                          STATION DESCRIPTION
 SN0215
 SN0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0215'3.3 MI W FROM BUTTE.
 SN0215'ABOUT 3.3 MILES WEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0215'RAILROAD FROM THE STATION AT BUTTE, ABOUT 0.5 MILE EAST OF MILEPOLE
 SN0215'439, ABOUT 0.1 MILE WEST OF A DIRT ROAD CROSSING, AT A FARM ROAD
 SN0215'CROSSING, 56 FEET SOUTHWEST OF THE CENTERLINE OF THE CROSSING, 44.5
 SN0215'FEET WEST OF THE CENTERLINE OF THE FARM ROAD, 44.3 FEET SOUTH OF THE
 SN0215'SOUTH RAIL, 1.5 FEET NORTH OF A FENCE LINE, 1.4 FEET EAST OF A WITNESS
 SN0215'POST, ABOUT LEVEL WITH THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0215'PROJECTING 0.1 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0215'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1108 ***********************************************************************
 TE1108  DESIGNATION -  J 66
 TE1108  PID         -  TE1108
 TE1108  STATE/COUNTY-  ND/TOWNER
 TE1108  USGS QUAD   -  CONSIDINE (1971)
 TE1108
 TE1108                         *CURRENT SURVEY CONTROL
 TE1108  ___________________________________________________________________
 TE1108* NAD 83(1986)-  48 33 05.     (N)    099 16 03.     (W)     SCALED    
 TE1108* NAVD 88     -       456.365  (meters)    1497.26   (feet)  ADJUSTED  
 TE1108  ___________________________________________________________________
 TE1108  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 TE1108  DYNAMIC HT  -         456.462 (meters)    1497.58  (feet)  COMP
 TE1108  MODELED GRAV-     980,810.0   (mgal)                       NAVD 88
 TE1108
 TE1108  VERT ORDER  -  SECOND    CLASS 0
 TE1108
 TE1108.The horizontal coordinates were scaled from a topographic map and have
 TE1108.an estimated accuracy of +/- 6 seconds.
 TE1108
 TE1108.The orthometric height was determined by differential leveling
 TE1108.and adjusted by the National Geodetic Survey in June 1991..
 TE1108
 TE1108.The geoid height was determined by GEOID03.
 TE1108
 TE1108.The dynamic height is computed by dividing the NAVD 88
 TE1108.geopotential number by the normal gravity value computed on the
 TE1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1108.degrees latitude (g = 980.6199 gals.).
 TE1108
 TE1108.The modeled gravity was interpolated from observed gravity values.
 TE1108
 TE1108;                    North         East    Units  Estimated Accuracy
 TE1108;SPC ND N     -   173,220.      690,990.      MT  (+/- 180 meters Scaled)
 TE1108
 TE1108                          SUPERSEDED SURVEY CONTROL
 TE1108
 TE1108  NGVD 29 (??/??/92)  456.014  (m)         1496.11   (f) ADJ UNCH    2 0
 TE1108
 TE1108.Superseded values are not recommended for survey control.
 TE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1108.See file dsdata.txt to determine how the superseded data were derived.
 TE1108
 TE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU802776(NAD 83)
 TE1108_MARKER: DB = BENCH MARK DISK
 TE1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1108_STAMPING: J 66 1934
 TE1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1108+STABILITY: SURFACE MOTION
 TE1108
 TE1108  HISTORY     - Date     Condition        Report By
 TE1108  HISTORY     - 1934     MONUMENTED       CGS
 TE1108  HISTORY     - 1967     MARK NOT FOUND   USGS
 TE1108
 TE1108                          STATION DESCRIPTION
 TE1108
 TE1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1108'5.5 MI NW FROM CANDO.
 TE1108'5.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1108'AT CANDO, TOWNER COUNTY, 0.6 MILE SOUTHEAST OF CONSIDINE, 60 YARDS
 TE1108'WEST OF THE CENTER OF A FARM-ROAD CROSSING, 95.6 FEET SOUTHWEST OF THE
 TE1108'WEST RAIL, AND 2.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 TE1108'STANDARD DISK, STAMPED J 66 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1108'PROJECTING 4 INCHES ABOVE GROUND.
 TE1108
 TE1108                          STATION RECOVERY (1967)
 TE1108
 TE1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TE1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0462 ***********************************************************************
 TF0462  DESIGNATION -  J 67
 TF0462  PID         -  TF0462
 TF0462  STATE/COUNTY-  ND/BOTTINEAU
 TF0462  USGS QUAD   -  CARBURY (1956)
 TF0462
 TF0462                         *CURRENT SURVEY CONTROL
 TF0462  ___________________________________________________________________
 TF0462* NAD 83(1986)-  48 58 45.     (N)    100 33 33.     (W)     SCALED    
 TF0462* NAVD 88     -       552.884  (meters)    1813.92   (feet)  ADJUSTED  
 TF0462  ___________________________________________________________________
 TF0462  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0462  DYNAMIC HT  -         553.010 (meters)    1814.33  (feet)  COMP
 TF0462  MODELED GRAV-     980,819.9   (mgal)                       NAVD 88
 TF0462
 TF0462  VERT ORDER  -  SECOND    CLASS 0
 TF0462
 TF0462.The horizontal coordinates were scaled from a topographic map and have
 TF0462.an estimated accuracy of +/- 6 seconds.
 TF0462
 TF0462.The orthometric height was determined by differential leveling
 TF0462.and adjusted by the National Geodetic Survey in June 1991..
 TF0462
 TF0462.The geoid height was determined by GEOID03.
 TF0462
 TF0462.The dynamic height is computed by dividing the NAVD 88
 TF0462.geopotential number by the normal gravity value computed on the
 TF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0462.degrees latitude (g = 980.6199 gals.).
 TF0462
 TF0462.The modeled gravity was interpolated from observed gravity values.
 TF0462
 TF0462;                    North         East    Units  Estimated Accuracy
 TF0462;SPC ND N     -   220,060.      595,670.      MT  (+/- 180 meters Scaled)
 TF0462
 TF0462                          SUPERSEDED SURVEY CONTROL
 TF0462
 TF0462  NGVD 29 (??/??/92)  552.477  (m)         1812.59   (f) ADJ UNCH    2 0
 TF0462
 TF0462.Superseded values are not recommended for survey control.
 TF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0462.See file dsdata.txt to determine how the superseded data were derived.
 TF0462
 TF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV859263(NAD 83)
 TF0462_MARKER: DB = BENCH MARK DISK
 TF0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0462_STAMPING: J 67 1934
 TF0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0462+STABILITY: SURFACE MOTION
 TF0462
 TF0462  HISTORY     - Date     Condition        Report By
 TF0462  HISTORY     - 1934     MONUMENTED       CGS
 TF0462  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0462
 TF0462                          STATION DESCRIPTION
 TF0462
 TF0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0462'5.9 MI N FROM CARBURY.
 TF0462'5.9 MILES NORTH ALONG STATE HIGHWAY FROM THE GREAT NORTHERN RAILWAY
 TF0462'STATION AT CARBURY, BOTTINEAU COUNTY, 76 YARDS SOUTH OF THE
 TF0462'INTERSECTION OF A SECTION-LINE ROAD, 56 YARDS SOUTH OF THE SUMMIT OF A
 TF0462'HILL, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST
 TF0462'OF A POLE.  A STANDARD DISK, STAMPED J 67 1934 AND SET IN THE TOP OF A
 TF0462'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0148 ***********************************************************************
 TF0148  DESIGNATION -  J 68
 TF0148  PID         -  TF0148
 TF0148  STATE/COUNTY-  ND/PIERCE
 TF0148  USGS QUAD   -  ROUND LAKE (1954)
 TF0148
 TF0148                         *CURRENT SURVEY CONTROL
 TF0148  ___________________________________________________________________
 TF0148* NAD 83(1986)-  48 27 53.     (N)    100 07 33.     (W)     SCALED    
 TF0148* NAVD 88     -       447.893  (meters)    1469.46   (feet)  ADJUSTED  
 TF0148  ___________________________________________________________________
 TF0148  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 TF0148  DYNAMIC HT  -         447.991 (meters)    1469.78  (feet)  COMP
 TF0148  MODELED GRAV-     980,814.8   (mgal)                       NAVD 88
 TF0148
 TF0148  VERT ORDER  -  SECOND    CLASS 0
 TF0148
 TF0148.The horizontal coordinates were scaled from a topographic map and have
 TF0148.an estimated accuracy of +/- 6 seconds.
 TF0148
 TF0148.The orthometric height was determined by differential leveling
 TF0148.and adjusted by the National Geodetic Survey in June 1991..
 TF0148
 TF0148.The geoid height was determined by GEOID03.
 TF0148
 TF0148.The dynamic height is computed by dividing the NAVD 88
 TF0148.geopotential number by the normal gravity value computed on the
 TF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0148.degrees latitude (g = 980.6199 gals.).
 TF0148
 TF0148.The modeled gravity was interpolated from observed gravity values.
 TF0148
 TF0148;                    North         East    Units  Estimated Accuracy
 TF0148;SPC ND N     -   162,920.      627,670.      MT  (+/- 180 meters Scaled)
 TF0148
 TF0148                          SUPERSEDED SURVEY CONTROL
 TF0148
 TF0148  NGVD 29 (??/??/92)  447.535  (m)         1468.29   (f) ADJ UNCH    2 0
 TF0148
 TF0148.Superseded values are not recommended for survey control.
 TF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0148.See file dsdata.txt to determine how the superseded data were derived.
 TF0148
 TF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU167685(NAD 83)
 TF0148_MARKER: DB = BENCH MARK DISK
 TF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0148_STAMPING: J 68 1934
 TF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0148+STABILITY: SURFACE MOTION
 TF0148
 TF0148  HISTORY     - Date     Condition        Report By
 TF0148  HISTORY     - 1934     MONUMENTED       CGS
 TF0148
 TF0148                          STATION DESCRIPTION
 TF0148
 TF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0148'3.7 MI SE FROM BARTON.
 TF0148'3.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY, FROM BARTON,
 TF0148'PIERCE COUNTY, 257 YARDS NORTHEAST OF A SECTION-LINE ROAD CROSSING,
 TF0148'125 YARDS SOUTHEAST OF BRIDGE 5, 96 FEET NORTHEAST OF THE NORTHEAST
 TF0148'RAIL, AND 1.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE
 TF0148'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1811 ***********************************************************************
 TF1811  DESIGNATION -  J 7 Z
 TF1811  PID         -  TF1811
 TF1811  STATE/COUNTY-  ND/MOUNTRAIL
 TF1811  USGS QUAD   -  TAGUS (1980)
 TF1811
 TF1811                         *CURRENT SURVEY CONTROL
 TF1811  ___________________________________________________________________
 TF1811* NAD 83(1986)-  48 21 17.     (N)    101 57 54.     (W)     SCALED    
 TF1811* NAVD 88     -       688.170  (meters)    2257.77   (feet)  ADJUSTED  
 TF1811  ___________________________________________________________________
 TF1811  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TF1811  DYNAMIC HT  -         688.276 (meters)    2258.12  (feet)  COMP
 TF1811  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF1811
 TF1811  VERT ORDER  -  FIRST     CLASS II
 TF1811
 TF1811.The horizontal coordinates were scaled from a topographic map and have
 TF1811.an estimated accuracy of +/- 6 seconds.
 TF1811
 TF1811.The orthometric height was determined by differential leveling
 TF1811.and adjusted by the National Geodetic Survey in June 1991..
 TF1811
 TF1811.The geoid height was determined by GEOID03.
 TF1811
 TF1811.The dynamic height is computed by dividing the NAVD 88
 TF1811.geopotential number by the normal gravity value computed on the
 TF1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1811.degrees latitude (g = 980.6199 gals.).
 TF1811
 TF1811.The modeled gravity was interpolated from observed gravity values.
 TF1811
 TF1811;                    North         East    Units  Estimated Accuracy
 TF1811;SPC ND N     -   151,650.      491,440.      MT  (+/- 180 meters Scaled)
 TF1811
 TF1811                          SUPERSEDED SURVEY CONTROL
 TF1811
 TF1811.No superseded survey control is available for this station.
 TF1811
 TF1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU803599(NAD 83)
 TF1811_MARKER: DS = TRIANGULATION STATION DISK
 TF1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1811_STAMPING: J 7 Z 1963
 TF1811_MARK LOGO: CGS   
 TF1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1811+STABILITY: SURFACE MOTION
 TF1811
 TF1811  HISTORY     - Date     Condition        Report By
 TF1811  HISTORY     - 1963     MONUMENTED       CGS
 TF1811  HISTORY     - 1981     GOOD             NGS
 TF1811
 TF1811                          STATION DESCRIPTION
 TF1811
 TF1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1811'5.7 MI E FROM BLAISDELL.
 TF1811'ABOUT 5.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TF1811'RAILWAY STATION AT BLAISDELL, ABOUT 1.0 MILE NORTH OF THE GREAT
 TF1811'NORTHERN RAILWAY AND MILEPOST 34, ABOUT 135 YARDS SOUTH OF THE HIGHWAY
 TF1811'ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 33 FEET
 TF1811'EAST OF THE CENTERLINE OF THE ROAD, 3.9 FEET WEST OF A METAL WITNESS
 TF1811'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TF1811'A CONCRETE POST PROJECTING 4 INCHES, S 11, R 88 W, T 156 N.
 TF1811
 TF1811                          STATION RECOVERY (1981)
 TF1811
 TF1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1812 ***********************************************************************
 TF1812  DESIGNATION -  J 7 Z RM 1
 TF1812  PID         -  TF1812
 TF1812  STATE/COUNTY-  ND/MOUNTRAIL
 TF1812  USGS QUAD   -  TAGUS (1980)
 TF1812
 TF1812                         *CURRENT SURVEY CONTROL
 TF1812  ___________________________________________________________________
 TF1812* NAD 83(1986)-  48 21 18.     (N)    101 57 54.     (W)     SCALED    
 TF1812* NAVD 88     -       688.072  (meters)    2257.45   (feet)  ADJUSTED  
 TF1812  ___________________________________________________________________
 TF1812  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TF1812  DYNAMIC HT  -         688.179 (meters)    2257.80  (feet)  COMP
 TF1812  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF1812
 TF1812  VERT ORDER  -  FIRST     CLASS II
 TF1812
 TF1812.The horizontal coordinates were scaled from a topographic map and have
 TF1812.an estimated accuracy of +/- 6 seconds.
 TF1812
 TF1812.The orthometric height was determined by differential leveling
 TF1812.and adjusted by the National Geodetic Survey in June 1991..
 TF1812.WARNING-Repeat measurements at this control monument indicate possible
 TF1812.vertical movement.
 TF1812
 TF1812.The geoid height was determined by GEOID03.
 TF1812
 TF1812.The dynamic height is computed by dividing the NAVD 88
 TF1812.geopotential number by the normal gravity value computed on the
 TF1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1812.degrees latitude (g = 980.6199 gals.).
 TF1812
 TF1812.The modeled gravity was interpolated from observed gravity values.
 TF1812
 TF1812;                    North         East    Units  Estimated Accuracy
 TF1812;SPC ND N     -   151,690.      491,440.      MT  (+/- 180 meters Scaled)
 TF1812
 TF1812                          SUPERSEDED SURVEY CONTROL
 TF1812
 TF1812.No superseded survey control is available for this station.
 TF1812
 TF1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU803600(NAD 83)
 TF1812_MARKER: DR = REFERENCE MARK DISK
 TF1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1812_STAMPING: J 7 Z NO 1 1963
 TF1812_MARK LOGO: CGS   
 TF1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1812+STABILITY: SURFACE MOTION
 TF1812
 TF1812  HISTORY     - Date     Condition        Report By
 TF1812  HISTORY     - 1963     MONUMENTED       CGS
 TF1812  HISTORY     - 1981     GOOD             NGS
 TF1812
 TF1812                          STATION DESCRIPTION
 TF1812
 TF1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1812'5.7 MI E FROM BLAISDELL.
 TF1812'ABOUT 5.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TF1812'RAILWAY STATION AT BLAISDELL, ABOUT 1.0 MILE NORTH OF MILEPOST 34
 TF1812'ALONG THE GREAT NORTHERN RAILWAY, ABOUT 120 YARDS SOUTH OF THE HIGHWAY
 TF1812'ALONG A GRAVELED ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 41.5
 TF1812'FEET NORTH OF THE STATION MARK, 36.0 FEET EAST OF THE CENTERLINE OF
 TF1812'THE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF1812'OF A CONCRETE POST PROJECTING 3 INCHES, S 11, R 88 W, T 156 N.
 TF1812
 TF1812                          STATION RECOVERY (1981)
 TF1812
 TF1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1813 ***********************************************************************
 TF1813  DESIGNATION -  J 7 Z RM 2
 TF1813  PID         -  TF1813
 TF1813  STATE/COUNTY-  ND/MOUNTRAIL
 TF1813  USGS QUAD   -  TAGUS (1980)
 TF1813
 TF1813                         *CURRENT SURVEY CONTROL
 TF1813  ___________________________________________________________________
 TF1813* NAD 83(1986)-  48 21 17.     (N)    101 57 54.     (W)     SCALED    
 TF1813* NAVD 88     -       688.172  (meters)    2257.78   (feet)  ADJUSTED  
 TF1813  ___________________________________________________________________
 TF1813  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 TF1813  DYNAMIC HT  -         688.278 (meters)    2258.13  (feet)  COMP
 TF1813  MODELED GRAV-     980,741.8   (mgal)                       NAVD 88
 TF1813
 TF1813  VERT ORDER  -  FIRST     CLASS II
 TF1813
 TF1813.The horizontal coordinates were scaled from a topographic map and have
 TF1813.an estimated accuracy of +/- 6 seconds.
 TF1813
 TF1813.The orthometric height was determined by differential leveling
 TF1813.and adjusted by the National Geodetic Survey in June 1991..
 TF1813.WARNING-Repeat measurements at this control monument indicate possible
 TF1813.vertical movement.
 TF1813
 TF1813.The geoid height was determined by GEOID03.
 TF1813
 TF1813.The dynamic height is computed by dividing the NAVD 88
 TF1813.geopotential number by the normal gravity value computed on the
 TF1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1813.degrees latitude (g = 980.6199 gals.).
 TF1813
 TF1813.The modeled gravity was interpolated from observed gravity values.
 TF1813
 TF1813;                    North         East    Units  Estimated Accuracy
 TF1813;SPC ND N     -   151,650.      491,440.      MT  (+/- 180 meters Scaled)
 TF1813
 TF1813                          SUPERSEDED SURVEY CONTROL
 TF1813
 TF1813.No superseded survey control is available for this station.
 TF1813
 TF1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU803599(NAD 83)
 TF1813_MARKER: DR = REFERENCE MARK DISK
 TF1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1813_STAMPING: J 7 Z NO 2 1963
 TF1813_MARK LOGO: CGS   
 TF1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1813+STABILITY: SURFACE MOTION
 TF1813
 TF1813  HISTORY     - Date     Condition        Report By
 TF1813  HISTORY     - 1963     MONUMENTED       CGS
 TF1813  HISTORY     - 1981     GOOD             NGS
 TF1813
 TF1813                          STATION DESCRIPTION
 TF1813
 TF1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1813'5.7 MI E FROM BLAISDELL.
 TF1813'ABOUT 5.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TF1813'RAILWAY STATION AT BLAISDELL, ABOUT 1.0 MILE NORTH OF MILEPOST 34
 TF1813'ALONG THE GREAT NORTHERN RAILWAY, ABOUT 150 YARDS SOUTH OF THE
 TF1813'HIGHWAY, 46.6 FEET SOUTH OF THE STATION MARK, 37.0 FEET EAST OF THE
 TF1813'CENTERLINE OF THE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND
 TF1813'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S 11, R 88 W, T
 TF1813'156 N.
 TF1813
 TF1813                          STATION RECOVERY (1981)
 TF1813
 TF1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0855 ***********************************************************************
 SM0855  DESIGNATION -  J 70
 SM0855  PID         -  SM0855
 SM0855  STATE/COUNTY-  ND/WELLS
 SM0855  USGS QUAD   -  HURDSFIELD (1978)
 SM0855
 SM0855                         *CURRENT SURVEY CONTROL
 SM0855  ___________________________________________________________________
 SM0855* NAD 83(1986)-  47 24 49.     (N)    099 58 09.     (W)     SCALED    
 SM0855* NAVD 88     -       585.552  (meters)    1921.10   (feet)  ADJUSTED  
 SM0855  ___________________________________________________________________
 SM0855  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SM0855  DYNAMIC HT  -         585.595 (meters)    1921.24  (feet)  COMP
 SM0855  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 SM0855
 SM0855  VERT ORDER  -  SECOND    CLASS 0
 SM0855
 SM0855.The horizontal coordinates were scaled from a topographic map and have
 SM0855.an estimated accuracy of +/- 6 seconds.
 SM0855
 SM0855.The orthometric height was determined by differential leveling
 SM0855.and adjusted by the National Geodetic Survey in June 1991..
 SM0855
 SM0855.The geoid height was determined by GEOID03.
 SM0855
 SM0855.The dynamic height is computed by dividing the NAVD 88
 SM0855.geopotential number by the normal gravity value computed on the
 SM0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0855.degrees latitude (g = 980.6199 gals.).
 SM0855
 SM0855.The modeled gravity was interpolated from observed gravity values.
 SM0855
 SM0855;                    North         East    Units  Estimated Accuracy
 SM0855;SPC ND N     -    46,120.      640,060.      MT  (+/- 180 meters Scaled)
 SM0855
 SM0855                          SUPERSEDED SURVEY CONTROL
 SM0855
 SM0855  NGVD 29 (??/??/92)  585.13   (m)         1919.7    (f) COMPUTED    2 0
 SM0855
 SM0855.Superseded values are not recommended for survey control.
 SM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0855.See file dsdata.txt to determine how the superseded data were derived.
 SM0855
 SM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT268515(NAD 83)
 SM0855_MARKER: DB = BENCH MARK DISK
 SM0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0855_STAMPING: J-70 -- 1934
 SM0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0855+STABILITY: SURFACE MOTION
 SM0855
 SM0855  HISTORY     - Date     Condition        Report By
 SM0855  HISTORY     - 1934     MONUMENTED       CGS
 SM0855  HISTORY     - 1954     GOOD             DOD
 SM0855
 SM0855                          STATION DESCRIPTION
 SM0855
 SM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0855'4.3 MI S FROM HURDSFIELD.
 SM0855'4.3 MILES SOUTH OF ALONG, STATE ROAD 3.  J-70 J-70 IS LOCATED 4.3
 SM0855'MILES SOUTH OF HURDSFIELD.  80 FEET SOUTH OF CENTERLINE OF SECTION
 SM0855'ROAD.  45 FEET SOUTH OF R/W FENCE CORNER.  30.5 FEET EAST OF
 SM0855'CENTERLINE OF STATE ROAD 3.  1.5 FEET WEST OF R/W FENCE.  STANDARD
 SM0855'TABLET SET IN CONCRETE POST 3 IN. HIGH.
 SM0855
 SM0855                          STATION RECOVERY (1954)
 SM0855
 SM0855'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 SM0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0856 ***********************************************************************
 SM0856  DESIGNATION -  J 70 RESET
 SM0856  PID         -  SM0856
 SM0856  STATE/COUNTY-  ND/WELLS
 SM0856  USGS QUAD   -  HURDSFIELD (1978)
 SM0856
 SM0856                         *CURRENT SURVEY CONTROL
 SM0856  ___________________________________________________________________
 SM0856* NAD 83(1986)-  47 24 50.     (N)    099 58 06.     (W)     SCALED    
 SM0856* NAVD 88     -       587.71   (+/-2cm)    1928.2    (feet)  VERTCON   
 SM0856  ___________________________________________________________________
 SM0856  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 SM0856
 SM0856  VERT ORDER  -  THIRD (See Below)
 SM0856
 SM0856.The horizontal coordinates were scaled from a topographic map and have
 SM0856.an estimated accuracy of +/- 6 seconds.
 SM0856
 SM0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0856.The vertical order pertains to the NGVD 29 superseded value.
 SM0856
 SM0856.The geoid height was determined by GEOID03.
 SM0856
 SM0856;                    North         East    Units  Estimated Accuracy
 SM0856;SPC ND N     -    46,160.      640,120.      MT  (+/- 180 meters Scaled)
 SM0856
 SM0856                          SUPERSEDED SURVEY CONTROL
 SM0856
 SM0856  NGVD 29 (??/??/??)  587.29   (m)         1926.8    (f) RESET       3  
 SM0856
 SM0856.Superseded values are not recommended for survey control.
 SM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0856.See file dsdata.txt to determine how the superseded data were derived.
 SM0856
 SM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT269516(NAD 83)
 SM0856_MARKER: DB = BENCH MARK DISK
 SM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0856_STAMPING: J 70 RESET 1956
 SM0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0856+STABILITY: SURFACE MOTION
 SM0856
 SM0856  HISTORY     - Date     Condition        Report By
 SM0856  HISTORY     - 1956     MONUMENTED       CGS
 SM0856
 SM0856                          STATION DESCRIPTION
 SM0856
 SM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0856'2.0 MI W FROM HURDSFIELD.
 SM0856'2.0 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM HURDSFIELD, WELLS
 SM0856'COUNTY, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 3.  NEAR THE
 SM0856'INTERSECTION OF A SECTION-LINE ROAD, 197 FEET SOUTH OF THE CENTERLINE
 SM0856'OF THE SECTION-LINE ROAD, 71 FEET EAST OF THE CENTERLINE OF THE
 SM0856'HIGHWAY.  A STANDARD DISK, STAMPED J 70 RESET 1956 AND SET IN THE TOP
 SM0856'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0397 ***********************************************************************
 RQ0397  DESIGNATION -  J 71 RESET
 RQ0397  PID         -  RQ0397
 RQ0397  STATE/COUNTY-  ND/KIDDER
 RQ0397  USGS QUAD   -  STEELE NW (1952)
 RQ0397
 RQ0397                         *CURRENT SURVEY CONTROL
 RQ0397  ___________________________________________________________________
 RQ0397* NAD 83(1986)-  46 52 47.     (N)    099 55 55.     (W)     SCALED    
 RQ0397* NAVD 88     -       568.74   (+/-2cm)    1865.9    (feet)  VERTCON   
 RQ0397  ___________________________________________________________________
 RQ0397  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 RQ0397
 RQ0397  VERT ORDER  -  THIRD (See Below)
 RQ0397
 RQ0397.The horizontal coordinates were scaled from a topographic map and have
 RQ0397.an estimated accuracy of +/- 6 seconds.
 RQ0397
 RQ0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0397.The vertical order pertains to the NGVD 29 superseded value.
 RQ0397
 RQ0397.The geoid height was determined by GEOID03.
 RQ0397
 RQ0397;                    North         East    Units  Estimated Accuracy
 RQ0397;SPC ND S     -   135,000.      643,300.      MT  (+/- 180 meters Scaled)
 RQ0397
 RQ0397                          SUPERSEDED SURVEY CONTROL
 RQ0397
 RQ0397  NGVD 29 (11/04/04)  568.32   (m)         1864.6    (f) RESET       3  
 RQ0397
 RQ0397.Superseded values are not recommended for survey control.
 RQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0397.See file dsdata.txt to determine how the superseded data were derived.
 RQ0397
 RQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS289922(NAD 83)
 RQ0397_MARKER: DB = BENCH MARK DISK
 RQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0397_STAMPING: J 71 RESET 1953
 RQ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0397+STABILITY: SURFACE MOTION
 RQ0397
 RQ0397  HISTORY     - Date     Condition        Report By
 RQ0397  HISTORY     - 1953     MONUMENTED       NDHD
 RQ0397  HISTORY     - 1959     GOOD             NGS
 RQ0397
 RQ0397                          STATION DESCRIPTION
 RQ0397
 RQ0397'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1953
 RQ0397'0.9 MI W FROM STEELE.
 RQ0397'0.9 MILE WEST ALONG U. S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 RQ0397'STATION AT STEELE, KIDDER COUNTY, THENCE 1.6 MILES NORTH ALONG STATE
 RQ0397'HIGHWAY 3.  NEAR THE INTERSECTION OF A SECTION-LINE ROAD, 141 FEET
 RQ0397'EAST OF THE CENTERLINE OF THE HIGHWAY, 79.8 FEET NORTH OF THE
 RQ0397'CENTERLINE OF THE SECTION-LINE ROAD, 1.3 FEET WEST OF A POWER POLE. A
 RQ0397'STANDARD DISK, STAMPED J 71 RESET 1953 AND SET IN THE TOP OF A
 RQ0397'CONCRETE POST.
 RQ0397
 RQ0397                          STATION RECOVERY (1959)
 RQ0397
 RQ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0766 ***********************************************************************
 SM0766  DESIGNATION -  J 72
 SM0766  PID         -  SM0766
 SM0766  STATE/COUNTY-  ND/FOSTER
 SM0766  USGS QUAD   -  BARLOW (1986)
 SM0766
 SM0766                         *CURRENT SURVEY CONTROL
 SM0766  ___________________________________________________________________
 SM0766* NAD 83(1986)-  47 34 08.     (N)    099 08 15.     (W)     SCALED    
 SM0766* NAVD 88     -       470.261  (meters)    1542.85   (feet)  ADJUSTED  
 SM0766  ___________________________________________________________________
 SM0766  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 SM0766  DYNAMIC HT  -         470.308 (meters)    1543.00  (feet)  COMP
 SM0766  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 SM0766
 SM0766  VERT ORDER  -  FIRST     CLASS II
 SM0766
 SM0766.The horizontal coordinates were scaled from a topographic map and have
 SM0766.an estimated accuracy of +/- 6 seconds.
 SM0766
 SM0766.The orthometric height was determined by differential leveling
 SM0766.and adjusted by the National Geodetic Survey in June 1991..
 SM0766
 SM0766.The geoid height was determined by GEOID03.
 SM0766
 SM0766.The dynamic height is computed by dividing the NAVD 88
 SM0766.geopotential number by the normal gravity value computed on the
 SM0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0766.degrees latitude (g = 980.6199 gals.).
 SM0766
 SM0766.The modeled gravity was interpolated from observed gravity values.
 SM0766
 SM0766;                    North         East    Units  Estimated Accuracy
 SM0766;SPC ND N     -    64,160.      702,510.      MT  (+/- 180 meters Scaled)
 SM0766
 SM0766                          SUPERSEDED SURVEY CONTROL
 SM0766
 SM0766  NGVD 29 (??/??/92)  469.857  (m)         1541.52   (f) ADJ UNCH    1 2
 SM0766
 SM0766.Superseded values are not recommended for survey control.
 SM0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0766.See file dsdata.txt to determine how the superseded data were derived.
 SM0766
 SM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT896683(NAD 83)
 SM0766_MARKER: DB = BENCH MARK DISK
 SM0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0766_STAMPING: J 72 1934
 SM0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0766+STABILITY: SURFACE MOTION
 SM0766
 SM0766  HISTORY     - Date     Condition        Report By
 SM0766  HISTORY     - 1934     MONUMENTED       CGS
 SM0766  HISTORY     - 1935     GOOD             NGS
 SM0766  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 SM0766
 SM0766                          STATION DESCRIPTION
 SM0766
 SM0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0766'IN BARLOW.
 SM0766'AT BARLOW, FOSTER COUNTY, 59.5 FEET SOUTH OF THE NORTHERN PACIFIC
 SM0766'RAILWAY STATION, 86 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281,
 SM0766'AND 30.4 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 SM0766'DISK, STAMPED J 72 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0766'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 SM0766
 SM0766                          STATION RECOVERY (1975)
 SM0766
 SM0766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 SM0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1258 ***********************************************************************
 TE1258  DESIGNATION -  J 73
 TE1258  PID         -  TE1258
 TE1258  STATE/COUNTY-  ND/BENSON
 TE1258  USGS QUAD   -  BRINSMADE (1978)
 TE1258
 TE1258                         *CURRENT SURVEY CONTROL
 TE1258  ___________________________________________________________________
 TE1258* NAD 83(1986)-  48 08 38.     (N)    099 18 26.     (W)     SCALED    
 TE1258* NAVD 88     -       454.701  (meters)    1491.80   (feet)  ADJUSTED  
 TE1258  ___________________________________________________________________
 TE1258  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 TE1258  DYNAMIC HT  -         454.774 (meters)    1492.04  (feet)  COMP
 TE1258  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 TE1258
 TE1258  VERT ORDER  -  FIRST     CLASS II
 TE1258
 TE1258.The horizontal coordinates were scaled from a topographic map and have
 TE1258.an estimated accuracy of +/- 6 seconds.
 TE1258
 TE1258.The orthometric height was determined by differential leveling
 TE1258.and adjusted by the National Geodetic Survey in June 1991..
 TE1258
 TE1258.The geoid height was determined by GEOID03.
 TE1258
 TE1258.The dynamic height is computed by dividing the NAVD 88
 TE1258.geopotential number by the normal gravity value computed on the
 TE1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1258.degrees latitude (g = 980.6199 gals.).
 TE1258
 TE1258.The modeled gravity was interpolated from observed gravity values.
 TE1258
 TE1258;                    North         East    Units  Estimated Accuracy
 TE1258;SPC ND N     -   127,870.      688,750.      MT  (+/- 180 meters Scaled)
 TE1258
 TE1258                          SUPERSEDED SURVEY CONTROL
 TE1258
 TE1258  NGVD 29 (??/??/92)  454.325  (m)         1490.56   (f) ADJ UNCH    1 2
 TE1258
 TE1258.Superseded values are not recommended for survey control.
 TE1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1258.See file dsdata.txt to determine how the superseded data were derived.
 TE1258
 TE1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU771323(NAD 83)
 TE1258_MARKER: DB = BENCH MARK DISK
 TE1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1258_STAMPING: J 73 1934
 TE1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1258+STABILITY: SURFACE MOTION
 TE1258
 TE1258  HISTORY     - Date     Condition        Report By
 TE1258  HISTORY     - 1934     MONUMENTED       CGS
 TE1258  HISTORY     - 1957     MARK NOT FOUND   USGS
 TE1258  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1258
 TE1258                          STATION DESCRIPTION
 TE1258
 TE1258'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 TE1258'3 MI S FROM BRINSMADE.
 TE1258'ABOUT 3 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM BRINSMADE,
 TE1258'BENSON COUNTY, 0.5 MILE SOUTHEAST OF THE CROSSING OF THE MINNEAPOLIS,
 TE1258'ST. PAUL AND SAULT STE. MARIE RAILROAD, 0.3 MILE SOUTHEAST OF MILEPOST
 TE1258'95, 0.5 MILE NORTH OF THE SOUTHWEST CORNER OF SECTION 20, T 154 N, R
 TE1258'67 W, AT A SECTION-LINE-ROAD CROSSING, 190 FEET SOUTHEAST OF THE
 TE1258'CENTERLINE OF THE ROAD, 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 TE1258'TRACK, AND 3 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED J 73
 TE1258'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 TE1258'ABOVE GROUND.
 TE1258
 TE1258                          STATION RECOVERY (1982)
 TE1258
 TE1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1258'NOT RECOVERED, NOT SEARCHED FOR, INACCESSIBLE, ALSO, LEVEL LINE WAS
 TE1258'REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0537 ***********************************************************************
 SM0537  DESIGNATION -  J 74 RESET
 SM0537  PID         -  SM0537
 SM0537  STATE/COUNTY-  ND/FOSTER
 SM0537  USGS QUAD   -  KENSAL NW (1951)
 SM0537
 SM0537                         *CURRENT SURVEY CONTROL
 SM0537  ___________________________________________________________________
 SM0537* NAD 83(1986)-  47 27 26.     (N)    098 41 29.     (W)     SCALED    
 SM0537* NAVD 88     -       462.10   (+/-2cm)    1516.1    (feet)  VERTCON   
 SM0537  ___________________________________________________________________
 SM0537  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SM0537
 SM0537  VERT ORDER  -  THIRD (See Below)
 SM0537
 SM0537.The horizontal coordinates were scaled from a topographic map and have
 SM0537.an estimated accuracy of +/- 6 seconds.
 SM0537
 SM0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0537.The vertical order pertains to the NGVD 29 superseded value.
 SM0537
 SM0537.The geoid height was determined by GEOID03.
 SM0537
 SM0537;                    North         East    Units  Estimated Accuracy
 SM0537;SPC ND N     -    52,440.      736,370.      MT  (+/- 180 meters Scaled)
 SM0537
 SM0537                          SUPERSEDED SURVEY CONTROL
 SM0537
 SM0537  NGVD 29 (??/??/??)  461.73   (m)         1514.9    (f) RESET       3  
 SM0537
 SM0537.Superseded values are not recommended for survey control.
 SM0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0537.See file dsdata.txt to determine how the superseded data were derived.
 SM0537
 SM0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT232560(NAD 83)
 SM0537_MARKER: DB = BENCH MARK DISK
 SM0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0537_STAMPING: J 74 RESET 1949
 SM0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0537+STABILITY: SURFACE MOTION
 SM0537
 SM0537  HISTORY     - Date     Condition        Report By
 SM0537  HISTORY     - 1949     MONUMENTED       NDHD
 SM0537  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0537
 SM0537                          STATION DESCRIPTION
 SM0537
 SM0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0537'6.0 MI W FROM GLENFIELD.
 SM0537'6.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF STATE
 SM0537'HIGHWAY 20 AT GLENFIELD, FOSTER COUNTY, 32 FEET WEST OF THE SOUTHEAST
 SM0537'CORNER OF SEC. 21, T. 146 N., R. 63 W., AND 95 FEET NORTH OF THE
 SM0537'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 74 RESET 1949
 SM0537'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIBED LOCATION IS
 SM0537'IN THE GRADER DITCH FOR THE NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0835 ***********************************************************************
 SM0835  DESIGNATION -  J 75
 SM0835  PID         -  SM0835
 SM0835  STATE/COUNTY-  ND/WELLS
 SM0835  USGS QUAD   -  BOWDON (1986)
 SM0835
 SM0835                         *CURRENT SURVEY CONTROL
 SM0835  ___________________________________________________________________
 SM0835* NAD 83(1986)-  47 28 34.     (N)    099 40 14.     (W)     SCALED    
 SM0835* NAVD 88     -       551.538  (meters)    1809.50   (feet)  ADJUSTED  
 SM0835  ___________________________________________________________________
 SM0835  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SM0835  DYNAMIC HT  -         551.597 (meters)    1809.70  (feet)  COMP
 SM0835  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 SM0835
 SM0835  VERT ORDER  -  SECOND    CLASS 0
 SM0835
 SM0835.The horizontal coordinates were scaled from a topographic map and have
 SM0835.an estimated accuracy of +/- 6 seconds.
 SM0835
 SM0835.The orthometric height was determined by differential leveling
 SM0835.and adjusted by the National Geodetic Survey in June 1991..
 SM0835
 SM0835.The geoid height was determined by GEOID03.
 SM0835
 SM0835.The dynamic height is computed by dividing the NAVD 88
 SM0835.geopotential number by the normal gravity value computed on the
 SM0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0835.degrees latitude (g = 980.6199 gals.).
 SM0835
 SM0835.The modeled gravity was interpolated from observed gravity values.
 SM0835
 SM0835;                    North         East    Units  Estimated Accuracy
 SM0835;SPC ND N     -    53,270.      662,520.      MT  (+/- 180 meters Scaled)
 SM0835
 SM0835                          SUPERSEDED SURVEY CONTROL
 SM0835
 SM0835  NGVD 29 (??/??/92)  551.139  (m)         1808.20   (f) ADJ UNCH    2 0
 SM0835
 SM0835.Superseded values are not recommended for survey control.
 SM0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0835.See file dsdata.txt to determine how the superseded data were derived.
 SM0835
 SM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT494582(NAD 83)
 SM0835_MARKER: DB = BENCH MARK DISK
 SM0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0835_STAMPING: J 75 1934
 SM0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0835+STABILITY: SURFACE MOTION
 SM0835
 SM0835  HISTORY     - Date     Condition        Report By
 SM0835  HISTORY     - 1934     MONUMENTED       CGS
 SM0835  HISTORY     - 1960     GOOD             NGS
 SM0835
 SM0835                          STATION DESCRIPTION
 SM0835
 SM0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0835'1.7 MI E FROM BOWDON.
 SM0835'1.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM BOWDON, WELLS
 SM0835'COUNTY, AT A ROAD CROSSING, 62 FEET EAST OF THE CENTERLINE OF THE
 SM0835'ROAD, 40 FEET NORTH OF THE NORTH RAIL, AND 3.7 FEET WEST OF A POLE. A
 SM0835'STANDARD DISK, STAMPED J 75 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0835'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0097 ***********************************************************************
 SN0097  DESIGNATION -  J 76
 SN0097  PID         -  SN0097
 SN0097  STATE/COUNTY-  ND/SHERIDAN
 SN0097  USGS QUAD   -  PICKARDVILLE (1980)
 SN0097
 SN0097                         *CURRENT SURVEY CONTROL
 SN0097  ___________________________________________________________________
 SN0097* NAD 83(1986)-  47 28 15.     (N)    100 34 47.     (W)     SCALED    
 SN0097* NAVD 88     -       595.469  (meters)    1953.63   (feet)  ADJUSTED  
 SN0097  ___________________________________________________________________
 SN0097  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 SN0097  DYNAMIC HT  -         595.518 (meters)    1953.80  (feet)  COMP
 SN0097  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 SN0097
 SN0097  VERT ORDER  -  SECOND    CLASS 0
 SN0097
 SN0097.The horizontal coordinates were scaled from a topographic map and have
 SN0097.an estimated accuracy of +/- 6 seconds.
 SN0097
 SN0097.The orthometric height was determined by differential leveling
 SN0097.and adjusted by the National Geodetic Survey in June 1991..
 SN0097
 SN0097.The geoid height was determined by GEOID03.
 SN0097
 SN0097.The dynamic height is computed by dividing the NAVD 88
 SN0097.geopotential number by the normal gravity value computed on the
 SN0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0097.degrees latitude (g = 980.6199 gals.).
 SN0097
 SN0097.The modeled gravity was interpolated from observed gravity values.
 SN0097
 SN0097;                    North         East    Units  Estimated Accuracy
 SN0097;SPC ND N     -    52,350.      593,990.      MT  (+/- 180 meters Scaled)
 SN0097
 SN0097                          SUPERSEDED SURVEY CONTROL
 SN0097
 SN0097  NGVD 29 (??/??/92)  595.065  (m)         1952.31   (f) ADJ UNCH    2 0
 SN0097
 SN0097.Superseded values are not recommended for survey control.
 SN0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0097.See file dsdata.txt to determine how the superseded data were derived.
 SN0097
 SN0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT809586(NAD 83)
 SN0097_MARKER: DB = BENCH MARK DISK
 SN0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0097_STAMPING: J 76 1934
 SN0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0097+STABILITY: SURFACE MOTION
 SN0097
 SN0097  HISTORY     - Date     Condition        Report By
 SN0097  HISTORY     - 1934     MONUMENTED       CGS
 SN0097  HISTORY     - 1958     GOOD             NGS
 SN0097
 SN0097                          STATION DESCRIPTION
 SN0097
 SN0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0097'IN PICKARDSVILLE.
 SN0097'6.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0097'MCCLUSKEV, SHERIDAN COUNTY, AT PICKARDVILLE, 71 FEET NORTHEAST OF THE
 SN0097'FARMERS NATIONAL WAREHOUSE CORP. ELEVATOR, AT A ROAD CROSSING, 32 FEET
 SN0097'WEST OF THE CENTERLINE OF THE ROAD, 31 FEET NORTH OF THE NORTH RAIL OF
 SN0097'A SIDETRACK, AND 15.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 SN0097'A STANDARD DISK, STAMPED J 76 1934 AND SET IN THE TOP OF A CONCRETE
 SN0097'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE CONCRETE POST IS
 SN0097'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0351 ***********************************************************************
 SO0351  DESIGNATION -  J 79
 SO0351  PID         -  SO0351
 SO0351  STATE/COUNTY-  ND/DUNN
 SO0351  USGS QUAD   -  HALLIDAY NE (1982)
 SO0351
 SO0351                         *CURRENT SURVEY CONTROL
 SO0351  ___________________________________________________________________
 SO0351* NAD 83(1986)-  47 24 27.     (N)    102 18 42.     (W)     SCALED    
 SO0351* NAVD 88     -       680.015  (meters)    2231.02   (feet)  ADJUSTED  
 SO0351  ___________________________________________________________________
 SO0351  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SO0351  DYNAMIC HT  -         680.064 (meters)    2231.18  (feet)  COMP
 SO0351  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 SO0351
 SO0351  VERT ORDER  -  SECOND    CLASS 0
 SO0351
 SO0351.The horizontal coordinates were scaled from a topographic map and have
 SO0351.an estimated accuracy of +/- 6 seconds.
 SO0351
 SO0351.The orthometric height was determined by differential leveling
 SO0351.and adjusted by the National Geodetic Survey in June 1991..
 SO0351
 SO0351.The geoid height was determined by GEOID03.
 SO0351
 SO0351.The dynamic height is computed by dividing the NAVD 88
 SO0351.geopotential number by the normal gravity value computed on the
 SO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0351.degrees latitude (g = 980.6199 gals.).
 SO0351
 SO0351.The modeled gravity was interpolated from observed gravity values.
 SO0351
 SO0351;                    North         East    Units  Estimated Accuracy
 SO0351;SPC ND S     -   195,090.      463,280.      MT  (+/- 180 meters Scaled)
 SO0351
 SO0351                          SUPERSEDED SURVEY CONTROL
 SO0351
 SO0351  NGVD 29 (??/??/92)  679.59   (m)         2229.6    (f) COMPUTED    2 0
 SO0351
 SO0351.Superseded values are not recommended for survey control.
 SO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0351.See file dsdata.txt to determine how the superseded data were derived.
 SO0351
 SO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN028539(NAD 83)
 SO0351_MARKER: DB = BENCH MARK DISK
 SO0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0351_STAMPING: J-79 -- 1934
 SO0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0351+STABILITY: SURFACE MOTION
 SO0351
 SO0351  HISTORY     - Date     Condition        Report By
 SO0351  HISTORY     - 1934     MONUMENTED       CGS
 SO0351  HISTORY     - 1938     MARK NOT FOUND   NGS
 SO0351
 SO0351                          STATION DESCRIPTION
 SO0351
 SO0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0351'5 MI N FROM HALLIDAY.
 SO0351'5 MILES NORTH OF THE RWY. STATION AT HALLIDAY.  39 FT. WEST OF
 SO0351'CENTERLINE OF STATE HY. NO. 8.  26 FT. SOUTH OF CENTERLINE OF A ROAD
 SO0351'THAT CROSSES HIGHWAY.  7 FT. SOUTHWEST OF CENTER OF THE LARGEST RED
 SO0351'GRANITE BOULDER IN A DEPOSIT OF BOULDERS IN THE CORNER OF A FIELD.
 SO0351'STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN. HIGH.
 SO0351
 SO0351                          STATION RECOVERY (1938)
 SO0351
 SO0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 SO0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0352 ***********************************************************************
 SO0352  DESIGNATION -  J 79 RESET
 SO0352  PID         -  SO0352
 SO0352  STATE/COUNTY-  ND/DUNN
 SO0352  USGS QUAD   -  HALLIDAY NE (1982)
 SO0352
 SO0352                         *CURRENT SURVEY CONTROL
 SO0352  ___________________________________________________________________
 SO0352* NAD 83(1986)-  47 24 30.     (N)    102 18 47.     (W)     SCALED    
 SO0352* NAVD 88     -       679.981  (meters)    2230.90   (feet)  ADJUSTED  
 SO0352  ___________________________________________________________________
 SO0352  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 SO0352  DYNAMIC HT  -         680.031 (meters)    2231.07  (feet)  COMP
 SO0352  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 SO0352
 SO0352  VERT ORDER  -  SECOND    CLASS 0
 SO0352
 SO0352.The horizontal coordinates were scaled from a topographic map and have
 SO0352.an estimated accuracy of +/- 6 seconds.
 SO0352
 SO0352.The orthometric height was determined by differential leveling
 SO0352.and adjusted by the National Geodetic Survey in June 1991..
 SO0352
 SO0352.The geoid height was determined by GEOID03.
 SO0352
 SO0352.The dynamic height is computed by dividing the NAVD 88
 SO0352.geopotential number by the normal gravity value computed on the
 SO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0352.degrees latitude (g = 980.6199 gals.).
 SO0352
 SO0352.The modeled gravity was interpolated from observed gravity values.
 SO0352
 SO0352;                    North         East    Units  Estimated Accuracy
 SO0352;SPC ND S     -   195,180.      463,170.      MT  (+/- 180 meters Scaled)
 SO0352
 SO0352                          SUPERSEDED SURVEY CONTROL
 SO0352
 SO0352  NGVD 29 (??/??/92)  679.555  (m)         2229.51   (f) ADJ UNCH    2 0
 SO0352
 SO0352.Superseded values are not recommended for survey control.
 SO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0352.See file dsdata.txt to determine how the superseded data were derived.
 SO0352
 SO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN027540(NAD 83)
 SO0352_MARKER: DB = BENCH MARK DISK
 SO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0352_STAMPING: J 79 RESET 1935
 SO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0352+STABILITY: SURFACE MOTION
 SO0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0352+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2000
 SO0352
 SO0352  HISTORY     - Date     Condition        Report By
 SO0352  HISTORY     - 1935     MONUMENTED       CGS
 SO0352  HISTORY     - 1970     GOOD             NGS
 SO0352  HISTORY     - 20001206 GOOD             INDIV
 SO0352
 SO0352                          STATION DESCRIPTION
 SO0352
 SO0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SO0352'5.0 MI NE FROM HALLIDAY.
 SO0352'THE NEARBY REFERENCE POINTS HAVE CHANGED.  IT IS 5.0 MILES NORTHEAST
 SO0352'OF THE NORTHERN PACIFIC RAILROAD CROSSING IN HALLIDAY ALONG OLD STATE
 SO0352'HIGHWAY 8, AT A TRACK ROAD RIGHT, AND A DOUBLE ENTRANCE FARM ROAD ON
 SO0352'THE LEFT (ONE ENTRANCE BEING THRU A CATTLE GUARD).  THE MARK IS 46
 SO0352'FEET WEST OF THE CENTER OF HIGHWAY 8, 7 FEET SOUTH OF THE CENTER OF
 SO0352'THE CATTLE GUARD, 2.7 FEET SOUTH OF THE SOUTH END OF THE CATTLE GUARD,
 SO0352'1.0 FOOT EAST OF FENCE LINE, 0.7 FOOT NORTH OF A METAL WITNESS POST,
 SO0352'SET IN A CONCRETE POST WHICH PROJECTS 2-INCHES.
 SO0352
 SO0352                          STATION RECOVERY (2000)
 SO0352
 SO0352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000
 SO0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1342 ***********************************************************************
 TG1342  DESIGNATION -  J 8
 TG1342  PID         -  TG1342
 TG1342  STATE/COUNTY-  ND/WILLIAMS
 TG1342  USGS QUAD   -  TRENTON (1976)
 TG1342
 TG1342                         *CURRENT SURVEY CONTROL
 TG1342  ___________________________________________________________________
 TG1342* NAD 83(1986)-  48 05 27.     (N)    103 45 23.     (W)     SCALED    
 TG1342* NAVD 88     -       565.504  (meters)    1855.32   (feet)  ADJUSTED  
 TG1342  ___________________________________________________________________
 TG1342  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1342  DYNAMIC HT  -         565.573 (meters)    1855.55  (feet)  COMP
 TG1342  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 TG1342
 TG1342  VERT ORDER  -  FIRST     CLASS II
 TG1342
 TG1342.The horizontal coordinates were scaled from a topographic map and have
 TG1342.an estimated accuracy of +/- 6 seconds.
 TG1342
 TG1342.The orthometric height was determined by differential leveling
 TG1342.and adjusted by the National Geodetic Survey in June 1991..
 TG1342
 TG1342.The geoid height was determined by GEOID03.
 TG1342
 TG1342.The dynamic height is computed by dividing the NAVD 88
 TG1342.geopotential number by the normal gravity value computed on the
 TG1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1342.degrees latitude (g = 980.6199 gals.).
 TG1342
 TG1342.The modeled gravity was interpolated from observed gravity values.
 TG1342
 TG1342;                    North         East    Units  Estimated Accuracy
 TG1342;SPC ND N     -   126,410.      357,510.      MT  (+/- 180 meters Scaled)
 TG1342
 TG1342                          SUPERSEDED SURVEY CONTROL
 TG1342
 TG1342  NGVD 29 (??/??/92)  565.003  (m)         1853.68   (f) ADJ UNCH    1 2
 TG1342
 TG1342.Superseded values are not recommended for survey control.
 TG1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1342.See file dsdata.txt to determine how the superseded data were derived.
 TG1342
 TG1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP926271(NAD 83)
 TG1342_MARKER: Z = SEE DESCRIPTION
 TG1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1342_SP_SET: COPING
 TG1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1342
 TG1342  HISTORY     - Date     Condition        Report By
 TG1342  HISTORY     - UNK      MONUMENTED       CGS
 TG1342  HISTORY     - 1940     GOOD             NGS
 TG1342
 TG1342                          STATION DESCRIPTION
 TG1342
 TG1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1342'IN TODD.
 TG1342'AT TODD, WILLIAMS COUNTY, ON THE GREAT NORTHERN RAILWAY, ABOUT 110
 TG1342'YARDS WEST OF THE SIDING, ABOUT 5 POLES WEST OF MILES POST 129, AT
 TG1342'CULVERT 151, IN THE NORTH-WEST COPING AND ABOUT 6 FEET LOWER THAN THE
 TG1342'TRACK.  THE BOTTOM OF A SQUARE HOLE.  NO POST WAS SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0762 ***********************************************************************
 TG0762  DESIGNATION -  J 8 B 1
 TG0762  PID         -  TG0762
 TG0762  STATE/COUNTY-  ND/MOUNTRAIL
 TG0762  USGS QUAD   -  BLAISDELL (1981)
 TG0762
 TG0762                         *CURRENT SURVEY CONTROL
 TG0762  ___________________________________________________________________
 TG0762* NAD 83(1986)-  48 17 13.     (N)    102 04 24.     (W)     SCALED    
 TG0762* NAVD 88     -       659.042  (meters)    2162.21   (feet)  ADJUSTED  
 TG0762  ___________________________________________________________________
 TG0762  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TG0762  DYNAMIC HT  -         659.147 (meters)    2162.55  (feet)  COMP
 TG0762  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 TG0762
 TG0762  VERT ORDER  -  SECOND    CLASS 0
 TG0762
 TG0762.The horizontal coordinates were scaled from a topographic map and have
 TG0762.an estimated accuracy of +/- 6 seconds.
 TG0762
 TG0762.The orthometric height was determined by differential leveling
 TG0762.and adjusted by the National Geodetic Survey in June 1991..
 TG0762
 TG0762.The geoid height was determined by GEOID03.
 TG0762
 TG0762.The dynamic height is computed by dividing the NAVD 88
 TG0762.geopotential number by the normal gravity value computed on the
 TG0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0762.degrees latitude (g = 980.6199 gals.).
 TG0762
 TG0762.The modeled gravity was interpolated from observed gravity values.
 TG0762
 TG0762;                    North         East    Units  Estimated Accuracy
 TG0762;SPC ND N     -   144,280.      483,260.      MT  (+/- 180 meters Scaled)
 TG0762
 TG0762                          SUPERSEDED SURVEY CONTROL
 TG0762
 TG0762  NGVD 29 (??/??/92)  658.60   (m)         2160.8    (f) COMPUTED    2 0
 TG0762
 TG0762.Superseded values are not recommended for survey control.
 TG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0762.See file dsdata.txt to determine how the superseded data were derived.
 TG0762
 TG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP170523(NAD 83)
 TG0762_MARKER: DD = SURVEY DISK
 TG0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0762_SP_SET: PEDESTAL
 TG0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0762
 TG0762  HISTORY     - Date     Condition        Report By
 TG0762  HISTORY     - UNK      MONUMENTED       DOD
 TG0762  HISTORY     - 1963     GOOD             NGS
 TG0762
 TG0762                          STATION DESCRIPTION
 TG0762
 TG0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0762'3.6 MI S FROM BLAISDELL.
 TG0762'ABOUT 3.6 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0762'STATION AT BLAISDELL, ON THE EAST SLOPE OF A SMALL HILL IN A
 TG0762'CULTIVATED FIELD, 258 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT 8
 TG0762'FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 TG0762'WITH TRIBRACH, S 35, R 89 W, T 156 N.  NOTE-- CENTER OF THE TRIBRACH
 TG0762'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0758 ***********************************************************************
 TG0758  DESIGNATION -  J 8 B 2
 TG0758  PID         -  TG0758
 TG0758  STATE/COUNTY-  ND/MOUNTRAIL
 TG0758  USGS QUAD   -  BLAISDELL (1981)
 TG0758
 TG0758                         *CURRENT SURVEY CONTROL
 TG0758  ___________________________________________________________________
 TG0758* NAD 83(1986)-  48 17 33.     (N)    102 04 23.     (W)     SCALED    
 TG0758* NAVD 88     -       658.241  (meters)    2159.58   (feet)  ADJUSTED  
 TG0758  ___________________________________________________________________
 TG0758  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TG0758  DYNAMIC HT  -         658.347 (meters)    2159.93  (feet)  COMP
 TG0758  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 TG0758
 TG0758  VERT ORDER  -  SECOND    CLASS 0
 TG0758
 TG0758.The horizontal coordinates were scaled from a topographic map and have
 TG0758.an estimated accuracy of +/- 6 seconds.
 TG0758
 TG0758.The orthometric height was determined by differential leveling
 TG0758.and adjusted by the National Geodetic Survey in June 1991..
 TG0758
 TG0758.The geoid height was determined by GEOID03.
 TG0758
 TG0758.The dynamic height is computed by dividing the NAVD 88
 TG0758.geopotential number by the normal gravity value computed on the
 TG0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0758.degrees latitude (g = 980.6199 gals.).
 TG0758
 TG0758.The modeled gravity was interpolated from observed gravity values.
 TG0758
 TG0758;                    North         East    Units  Estimated Accuracy
 TG0758;SPC ND N     -   144,900.      483,290.      MT  (+/- 180 meters Scaled)
 TG0758
 TG0758                          SUPERSEDED SURVEY CONTROL
 TG0758
 TG0758  NGVD 29 (??/??/92)  657.80   (m)         2158.1    (f) COMPUTED    2 0
 TG0758
 TG0758.Superseded values are not recommended for survey control.
 TG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0758.See file dsdata.txt to determine how the superseded data were derived.
 TG0758
 TG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP170529(NAD 83)
 TG0758_MARKER: DD = SURVEY DISK
 TG0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0758_SP_SET: PEDESTAL
 TG0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0758
 TG0758  HISTORY     - Date     Condition        Report By
 TG0758  HISTORY     - UNK      MONUMENTED       DOD
 TG0758  HISTORY     - 1963     GOOD             NGS
 TG0758
 TG0758                          STATION DESCRIPTION
 TG0758
 TG0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0758'3.2 MI S FROM BLAISDELL.
 TG0758'ABOUT 3.2 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0758'STATION AT BLAISDELL, ON THE WEST SLOPE OF A SLIGHT RISE, 142 FEET
 TG0758'EAST OF THE CENTERLINE OF THE ROAD, 88 FEET EAST OF A NORTH-SOUTH
 TG0758'FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, A 1 1/2 X 4 FOOT
 TG0758'CONCRETE PEDESTAL WITH TRIBRACH, S 36, R 89 W, T 156 N.  NOTE-- CENTER
 TG0758'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0760 ***********************************************************************
 TG0760  DESIGNATION -  J 8 Z
 TG0760  PID         -  TG0760
 TG0760  STATE/COUNTY-  ND/MOUNTRAIL
 TG0760  USGS QUAD   -  BLAISDELL (1981)
 TG0760
 TG0760                         *CURRENT SURVEY CONTROL
 TG0760  ___________________________________________________________________
 TG0760* NAD 83(1986)-  48 17 21.     (N)    102 04 40.     (W)     SCALED    
 TG0760* NAVD 88     -       655.487  (meters)    2150.54   (feet)  ADJUSTED  
 TG0760  ___________________________________________________________________
 TG0760  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG0760  DYNAMIC HT  -         655.592 (meters)    2150.89  (feet)  COMP
 TG0760  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 TG0760
 TG0760  VERT ORDER  -  SECOND    CLASS 0
 TG0760
 TG0760.The horizontal coordinates were scaled from a topographic map and have
 TG0760.an estimated accuracy of +/- 6 seconds.
 TG0760
 TG0760.The orthometric height was determined by differential leveling
 TG0760.and adjusted by the National Geodetic Survey in June 1991..
 TG0760
 TG0760.The geoid height was determined by GEOID03.
 TG0760
 TG0760.The dynamic height is computed by dividing the NAVD 88
 TG0760.geopotential number by the normal gravity value computed on the
 TG0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0760.degrees latitude (g = 980.6199 gals.).
 TG0760
 TG0760.The modeled gravity was interpolated from observed gravity values.
 TG0760
 TG0760;                    North         East    Units  Estimated Accuracy
 TG0760;SPC ND N     -   144,530.      482,930.      MT  (+/- 180 meters Scaled)
 TG0760
 TG0760                          SUPERSEDED SURVEY CONTROL
 TG0760
 TG0760  NGVD 29 (??/??/92)  655.05   (m)         2149.1    (f) COMPUTED    2 0
 TG0760
 TG0760.Superseded values are not recommended for survey control.
 TG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0760.See file dsdata.txt to determine how the superseded data were derived.
 TG0760
 TG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167525(NAD 83)
 TG0760_MARKER: DS = TRIANGULATION STATION DISK
 TG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0760_STAMPING: J 8 Z 1963
 TG0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0760+STABILITY: SURFACE MOTION
 TG0760
 TG0760  HISTORY     - Date     Condition        Report By
 TG0760  HISTORY     - 1963     MONUMENTED       CGS
 TG0760
 TG0760                          STATION DESCRIPTION
 TG0760
 TG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0760'3.5 MI S FROM BLAISDELL.
 TG0760'ABOUT 3.2 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0760'STATION AT BLAISDELL, THENCE 0.3 MILE SOUTHWEST ACROSS A PASTURE, AT
 TG0760'THE CREST OF A SMALL HILL, 68.4 FEET SOUTHWEST OF R.M. 1, 48.9 FEET
 TG0760'EAST OF R.M. 2, 2.5 FEET EAST OF A METAL WITNESS POST, AND SET IN THE
 TG0760'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 35, R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0759 ***********************************************************************
 TG0759  DESIGNATION -  J 8 Z RM 1
 TG0759  PID         -  TG0759
 TG0759  STATE/COUNTY-  ND/MOUNTRAIL
 TG0759  USGS QUAD   -  BLAISDELL (1981)
 TG0759
 TG0759                         *CURRENT SURVEY CONTROL
 TG0759  ___________________________________________________________________
 TG0759* NAD 83(1986)-  48 17 21.     (N)    102 04 40.     (W)     SCALED    
 TG0759* NAVD 88     -       655.287  (meters)    2149.89   (feet)  ADJUSTED  
 TG0759  ___________________________________________________________________
 TG0759  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG0759  DYNAMIC HT  -         655.392 (meters)    2150.23  (feet)  COMP
 TG0759  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 TG0759
 TG0759  VERT ORDER  -  SECOND    CLASS 0
 TG0759
 TG0759.The horizontal coordinates were scaled from a topographic map and have
 TG0759.an estimated accuracy of +/- 6 seconds.
 TG0759
 TG0759.The orthometric height was determined by differential leveling
 TG0759.and adjusted by the National Geodetic Survey in June 1991..
 TG0759
 TG0759.The geoid height was determined by GEOID03.
 TG0759
 TG0759.The dynamic height is computed by dividing the NAVD 88
 TG0759.geopotential number by the normal gravity value computed on the
 TG0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0759.degrees latitude (g = 980.6199 gals.).
 TG0759
 TG0759.The modeled gravity was interpolated from observed gravity values.
 TG0759
 TG0759;                    North         East    Units  Estimated Accuracy
 TG0759;SPC ND N     -   144,530.      482,930.      MT  (+/- 180 meters Scaled)
 TG0759
 TG0759                          SUPERSEDED SURVEY CONTROL
 TG0759
 TG0759  NGVD 29 (??/??/92)  654.85   (m)         2148.5    (f) COMPUTED    2 0
 TG0759
 TG0759.Superseded values are not recommended for survey control.
 TG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0759.See file dsdata.txt to determine how the superseded data were derived.
 TG0759
 TG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167525(NAD 83)
 TG0759_MARKER: DR = REFERENCE MARK DISK
 TG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0759_STAMPING: J 8 Z NO 1 1963
 TG0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0759+STABILITY: SURFACE MOTION
 TG0759
 TG0759  HISTORY     - Date     Condition        Report By
 TG0759  HISTORY     - 1963     MONUMENTED       CGS
 TG0759
 TG0759                          STATION DESCRIPTION
 TG0759
 TG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0759'3.5 MI S FROM BLAISDELL.
 TG0759'ABOUT 3.2 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0759'STATION AT BLAISDELL, THENCE 0.3 MILE SOUTHWEST ACROSS A PASTURE,
 TG0759'113.0 FEET NORTHEAST OF R.M. 2, 68.4 FEET NORTHEAST OF THE STATION
 TG0759'MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 35,
 TG0759'R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0761 ***********************************************************************
 TG0761  DESIGNATION -  J 8 Z RM 2
 TG0761  PID         -  TG0761
 TG0761  STATE/COUNTY-  ND/MOUNTRAIL
 TG0761  USGS QUAD   -  BLAISDELL (1981)
 TG0761
 TG0761                         *CURRENT SURVEY CONTROL
 TG0761  ___________________________________________________________________
 TG0761* NAD 83(1986)-  48 17 21.     (N)    102 04 40.     (W)     SCALED    
 TG0761* NAVD 88     -       654.899  (meters)    2148.61   (feet)  ADJUSTED  
 TG0761  ___________________________________________________________________
 TG0761  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG0761  DYNAMIC HT  -         655.004 (meters)    2148.96  (feet)  COMP
 TG0761  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 TG0761
 TG0761  VERT ORDER  -  SECOND    CLASS 0
 TG0761
 TG0761.The horizontal coordinates were scaled from a topographic map and have
 TG0761.an estimated accuracy of +/- 6 seconds.
 TG0761
 TG0761.The orthometric height was determined by differential leveling
 TG0761.and adjusted by the National Geodetic Survey in June 1991..
 TG0761
 TG0761.The geoid height was determined by GEOID03.
 TG0761
 TG0761.The dynamic height is computed by dividing the NAVD 88
 TG0761.geopotential number by the normal gravity value computed on the
 TG0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0761.degrees latitude (g = 980.6199 gals.).
 TG0761
 TG0761.The modeled gravity was interpolated from observed gravity values.
 TG0761
 TG0761;                    North         East    Units  Estimated Accuracy
 TG0761;SPC ND N     -   144,530.      482,930.      MT  (+/- 180 meters Scaled)
 TG0761
 TG0761                          SUPERSEDED SURVEY CONTROL
 TG0761
 TG0761  NGVD 29 (??/??/92)  654.46   (m)         2147.2    (f) COMPUTED    2 0
 TG0761
 TG0761.Superseded values are not recommended for survey control.
 TG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0761.See file dsdata.txt to determine how the superseded data were derived.
 TG0761
 TG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167525(NAD 83)
 TG0761_MARKER: DR = REFERENCE MARK DISK
 TG0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0761_STAMPING: J 8 Z NO 2 1963
 TG0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0761+STABILITY: SURFACE MOTION
 TG0761
 TG0761  HISTORY     - Date     Condition        Report By
 TG0761  HISTORY     - 1963     MONUMENTED       CGS
 TG0761
 TG0761                          STATION DESCRIPTION
 TG0761
 TG0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0761'3.5 MI S FROM BLAISDELL.
 TG0761'ABOUT 3.2 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0761'STATION AT BLAISDELL, THENCE 0.3 MILE SOUTHWEST ACROSS A PASTURE,
 TG0761'113.0 FEET SOUTHWEST OF R.M. 1, 48.9 FEET WEST OF THE STATION MARK,
 TG0761'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 35, R 89
 TG0761'W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0986 ***********************************************************************
 SN0986  DESIGNATION -  J 81
 SN0986  PID         -  SN0986
 SN0986  STATE/COUNTY-  ND/MERCER
 SN0986  USGS QUAD   -  BEULAH (1980)
 SN0986
 SN0986                         *CURRENT SURVEY CONTROL
 SN0986  ___________________________________________________________________
 SN0986* NAD 83(1986)-  47 15 40.     (N)    101 47 10.     (W)     SCALED    
 SN0986* NAVD 88     -       542.962  (meters)    1781.37   (feet)  ADJUSTED  
 SN0986  ___________________________________________________________________
 SN0986  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SN0986  DYNAMIC HT  -         542.996 (meters)    1781.48  (feet)  COMP
 SN0986  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 SN0986
 SN0986  VERT ORDER  -  SECOND    CLASS 0
 SN0986
 SN0986.The horizontal coordinates were scaled from a topographic map and have
 SN0986.an estimated accuracy of +/- 6 seconds.
 SN0986
 SN0986.The orthometric height was determined by differential leveling
 SN0986.and adjusted by the National Geodetic Survey in June 1991..
 SN0986
 SN0986.The geoid height was determined by GEOID03.
 SN0986
 SN0986.The dynamic height is computed by dividing the NAVD 88
 SN0986.geopotential number by the normal gravity value computed on the
 SN0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0986.degrees latitude (g = 980.6199 gals.).
 SN0986
 SN0986.The modeled gravity was interpolated from observed gravity values.
 SN0986
 SN0986;                    North         East    Units  Estimated Accuracy
 SN0986;SPC ND S     -   178,030.      502,670.      MT  (+/- 180 meters Scaled)
 SN0986
 SN0986                          SUPERSEDED SURVEY CONTROL
 SN0986
 SN0986  NGVD 29 (??/??/92)  542.56   (m)         1780.0    (f) COMPUTED    2 0
 SN0986
 SN0986.Superseded values are not recommended for survey control.
 SN0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0986.See file dsdata.txt to determine how the superseded data were derived.
 SN0986
 SN0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT892379(NAD 83)
 SN0986_MARKER: DB = BENCH MARK DISK
 SN0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0986_STAMPING: J-81 -- 1934
 SN0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0986+STABILITY: SURFACE MOTION
 SN0986
 SN0986  HISTORY     - Date     Condition        Report By
 SN0986  HISTORY     - 1934     MONUMENTED       CGS
 SN0986  HISTORY     - 1946     GOOD             NGS
 SN0986
 SN0986                          STATION DESCRIPTION
 SN0986
 SN0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0986'IN BEULAH.
 SN0986'J-81 IS LOCATED AT THE CROSSING OF STATE HY. NO. 25 AND THE NORTHERN
 SN0986'PACIFIC RWY. AT BEULAH.  0.4 OF MILE WEST OF THE RWY. STATION.  52 FT.
 SN0986'WEST OF THE CENTERLINE OF STATE HY. NO. 25 AND 49.  45.2 FT. SOUTH OF
 SN0986'SOUTH RAIL OF THE MAINLINE TRACK OF THE N.P.R.  31.2 FT. SOUTH OF
 SN0986'SOUTH RAIL OF SIDE TRACK.  11.2 FT. WEST OF CORNER OF R/W FENCE. 1.7
 SN0986'FT. NORTH OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6
 SN0986'IN. HIGH.
 SN0986
 SN0986                          STATION RECOVERY (1946)
 SN0986
 SN0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 SN0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0987 ***********************************************************************
 SN0987  DESIGNATION -  J 81 RESET
 SN0987  PID         -  SN0987
 SN0987  STATE/COUNTY-  ND/MERCER
 SN0987  USGS QUAD   -  BEULAH (1980)
 SN0987
 SN0987                         *CURRENT SURVEY CONTROL
 SN0987  ___________________________________________________________________
 SN0987* NAD 83(1986)-  47 15 40.     (N)    101 47 11.     (W)     SCALED    
 SN0987* NAVD 88     -       542.971  (meters)    1781.40   (feet)  ADJUSTED  
 SN0987  ___________________________________________________________________
 SN0987  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 SN0987  DYNAMIC HT  -         543.005 (meters)    1781.51  (feet)  COMP
 SN0987  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 SN0987
 SN0987  VERT ORDER  -  SECOND    CLASS 0
 SN0987
 SN0987.The horizontal coordinates were scaled from a topographic map and have
 SN0987.an estimated accuracy of +/- 6 seconds.
 SN0987
 SN0987.The orthometric height was determined by differential leveling
 SN0987.and adjusted by the National Geodetic Survey in June 1991..
 SN0987
 SN0987.The geoid height was determined by GEOID03.
 SN0987
 SN0987.The dynamic height is computed by dividing the NAVD 88
 SN0987.geopotential number by the normal gravity value computed on the
 SN0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0987.degrees latitude (g = 980.6199 gals.).
 SN0987
 SN0987.The modeled gravity was interpolated from observed gravity values.
 SN0987
 SN0987;                    North         East    Units  Estimated Accuracy
 SN0987;SPC ND S     -   178,030.      502,650.      MT  (+/- 180 meters Scaled)
 SN0987
 SN0987                          SUPERSEDED SURVEY CONTROL
 SN0987
 SN0987  NGVD 29 (??/??/92)  542.566  (m)         1780.07   (f) ADJ UNCH    2 0
 SN0987
 SN0987.Superseded values are not recommended for survey control.
 SN0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0987.See file dsdata.txt to determine how the superseded data were derived.
 SN0987
 SN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT892379(NAD 83)
 SN0987_MARKER: DB = BENCH MARK DISK
 SN0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0987_STAMPING: J 81 RESET 1952
 SN0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0987+STABILITY: SURFACE MOTION
 SN0987
 SN0987  HISTORY     - Date     Condition        Report By
 SN0987  HISTORY     - 1952     MONUMENTED       CGS
 SN0987  HISTORY     - 1958     GOOD             NGS
 SN0987  HISTORY     - 1968     GOOD             DOD
 SN0987
 SN0987                          STATION DESCRIPTION
 SN0987
 SN0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0987'0.4 MI W FROM BEULAH.
 SN0987'0.4 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0987'BEULAH, 60 1/2 FEET SOUTH AND ACROSS THE TRACKS FROM MILEPOST 73, 186
 SN0987'FEET WEST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 49, 46 FEET
 SN0987'SOUTH OF THE SOUTH RAIL, 1 FOOT WEST OF A METAL WITNESS POST, 2 FEET
 SN0987'NORTH OF A FENCE CORNER AND IN LINE WITH THE NORTH-SOUTH FENCE, ABOUT
 SN0987'LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 SN0987'INCHES.
 SN0987
 SN0987                          STATION RECOVERY (1968)
 SN0987
 SN0987'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0376 ***********************************************************************
 SO0376  DESIGNATION -  J 82
 SO0376  PID         -  SO0376
 SO0376  STATE/COUNTY-  ND/DUNN
 SO0376  USGS QUAD   -  DUNN CENTER NW (1970)
 SO0376
 SO0376                         *CURRENT SURVEY CONTROL
 SO0376  ___________________________________________________________________
 SO0376* NAD 83(1986)-  47 22 37.     (N)    102 42 36.     (W)     SCALED    
 SO0376* NAVD 88     -       678.511  (meters)    2226.08   (feet)  ADJUSTED  
 SO0376  ___________________________________________________________________
 SO0376  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SO0376  DYNAMIC HT  -         678.555 (meters)    2226.23  (feet)  COMP
 SO0376  MODELED GRAV-     980,655.6   (mgal)                       NAVD 88
 SO0376
 SO0376  VERT ORDER  -  SECOND    CLASS 0
 SO0376
 SO0376.The horizontal coordinates were scaled from a topographic map and have
 SO0376.an estimated accuracy of +/- 6 seconds.
 SO0376
 SO0376.The orthometric height was determined by differential leveling
 SO0376.and adjusted by the National Geodetic Survey in June 1991..
 SO0376
 SO0376.The geoid height was determined by GEOID03.
 SO0376
 SO0376.The dynamic height is computed by dividing the NAVD 88
 SO0376.geopotential number by the normal gravity value computed on the
 SO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0376.degrees latitude (g = 980.6199 gals.).
 SO0376
 SO0376.The modeled gravity was interpolated from observed gravity values.
 SO0376
 SO0376;                    North         East    Units  Estimated Accuracy
 SO0376;SPC ND S     -   192,460.      433,130.      MT  (+/- 180 meters Scaled)
 SO0376
 SO0376                          SUPERSEDED SURVEY CONTROL
 SO0376
 SO0376  NGVD 29 (??/??/92)  678.035  (m)         2224.52   (f) ADJ UNCH    2 0
 SO0376
 SO0376.Superseded values are not recommended for survey control.
 SO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0376.See file dsdata.txt to determine how the superseded data were derived.
 SO0376
 SO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN728495(NAD 83)
 SO0376_MARKER: DB = BENCH MARK DISK
 SO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0376_STAMPING: J 82 1934
 SO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0376+STABILITY: SURFACE MOTION
 SO0376
 SO0376  HISTORY     - Date     Condition        Report By
 SO0376  HISTORY     - 1934     MONUMENTED       CGS
 SO0376  HISTORY     - 1938     GOOD             NGS
 SO0376
 SO0376                          STATION DESCRIPTION
 SO0376
 SO0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0376'2.1 MI E FROM KILLDEER.
 SO0376'2.1 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SO0376'KILLDEER, DUNN COUNTY, 200 FEET WEST OF MILEPOST 119, AT A FARM-TRAIL
 SO0376'CROSSING, 36 FEET NORTH OF THE NORTH RAIL, 20 FEET EAST OF THE
 SO0376'CENTERLINE OF THE TRAIL, 57 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 SO0376'4 FEET EAST OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST
 SO0376'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0926 ***********************************************************************
 SN0926  DESIGNATION -  J 83
 SN0926  PID         -  SN0926
 SN0926  STATE/COUNTY-  ND/MERCER
 SN0926  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0926
 SN0926                         *CURRENT SURVEY CONTROL
 SN0926  ___________________________________________________________________
 SN0926* NAD 83(1986)-  47 00 10.     (N)    101 47 10.     (W)     SCALED    
 SN0926* NAVD 88     -       675.121  (meters)    2214.96   (feet)  ADJUSTED  
 SN0926  ___________________________________________________________________
 SN0926  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SN0926  DYNAMIC HT  -         675.120 (meters)    2214.96  (feet)  COMP
 SN0926  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 SN0926
 SN0926  VERT ORDER  -  SECOND    CLASS 0
 SN0926
 SN0926.The horizontal coordinates were scaled from a topographic map and have
 SN0926.an estimated accuracy of +/- 6 seconds.
 SN0926
 SN0926.The orthometric height was determined by differential leveling
 SN0926.and adjusted by the National Geodetic Survey in June 1991..
 SN0926
 SN0926.The geoid height was determined by GEOID03.
 SN0926
 SN0926.The dynamic height is computed by dividing the NAVD 88
 SN0926.geopotential number by the normal gravity value computed on the
 SN0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0926.degrees latitude (g = 980.6199 gals.).
 SN0926
 SN0926.The modeled gravity was interpolated from observed gravity values.
 SN0926
 SN0926;                    North         East    Units  Estimated Accuracy
 SN0926;SPC ND S     -   149,320.      502,200.      MT  (+/- 180 meters Scaled)
 SN0926
 SN0926                          SUPERSEDED SURVEY CONTROL
 SN0926
 SN0926  NGVD 29 (??/??/92)  674.694  (m)         2213.56   (f) ADJ UNCH    2 0
 SN0926
 SN0926.Superseded values are not recommended for survey control.
 SN0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0926.See file dsdata.txt to determine how the superseded data were derived.
 SN0926
 SN0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT882092(NAD 83)
 SN0926_MARKER: DB = BENCH MARK DISK
 SN0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0926_STAMPING: J-83 -- 1934
 SN0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0926+STABILITY: SURFACE MOTION
 SN0926
 SN0926  HISTORY     - Date     Condition        Report By
 SN0926  HISTORY     - 1934     MONUMENTED       CGS
 SN0926  HISTORY     - 1956     GOOD             NGS
 SN0926
 SN0926                          STATION DESCRIPTION
 SN0926
 SN0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0926'18.1 MI S FROM BEULAH.
 SN0926'J-83 IS LOCATED 18.1 MILES SOUTH OF THE CROSSING OF STATE HY. NO. 49
 SN0926'AND THE N.P. RWY. AT BEULAH.  160 YD. SOUTHWEST OF SOUTHWEST CORNER OF
 SN0926'WOODEN BRIDGE ON HIGHWAY.  32 YDS SOUTH OF AN HALF SECTION LINE. 67
 SN0926'FT. NORTHWEST OF CENTERLINE OF STATE HY. NO. 49.  STANDARD TABLET SET
 SN0926'IN TOP OF CONCRETE POST 2 IN. HIGH.
 SN0926
 SN0926                          STATION RECOVERY (1956)
 SN0926
 SN0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0927 ***********************************************************************
 SN0927  DESIGNATION -  J 83 RESET
 SN0927  PID         -  SN0927
 SN0927  STATE/COUNTY-  ND/MERCER
 SN0927  USGS QUAD   -  MEDICINE BUTTE SE (1972)
 SN0927
 SN0927                         *CURRENT SURVEY CONTROL
 SN0927  ___________________________________________________________________
 SN0927* NAD 83(1986)-  47 00 10.     (N)    101 47 13.     (W)     SCALED    
 SN0927* NAVD 88     -       675.21   (+/-2cm)    2215.3    (feet)  VERTCON   
 SN0927  ___________________________________________________________________
 SN0927  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 SN0927
 SN0927  VERT ORDER  -  THIRD (See Below)
 SN0927
 SN0927.The horizontal coordinates were scaled from a topographic map and have
 SN0927.an estimated accuracy of +/- 6 seconds.
 SN0927
 SN0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0927.The vertical order pertains to the NGVD 29 superseded value.
 SN0927
 SN0927.The geoid height was determined by GEOID03.
 SN0927
 SN0927;                    North         East    Units  Estimated Accuracy
 SN0927;SPC ND S     -   149,320.      502,140.      MT  (+/- 180 meters Scaled)
 SN0927
 SN0927                          SUPERSEDED SURVEY CONTROL
 SN0927
 SN0927  NGVD 29 (11/04/04)  674.79   (m)         2213.9    (f) RESET       3  
 SN0927
 SN0927.Superseded values are not recommended for survey control.
 SN0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0927.See file dsdata.txt to determine how the superseded data were derived.
 SN0927
 SN0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT881092(NAD 83)
 SN0927_MARKER: DB = BENCH MARK DISK
 SN0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0927_STAMPING: J 83 RESET 1962
 SN0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0927+STABILITY: SURFACE MOTION
 SN0927
 SN0927  HISTORY     - Date     Condition        Report By
 SN0927  HISTORY     - 1962     MONUMENTED       CGS
 SN0927
 SN0927                          STATION DESCRIPTION
 SN0927
 SN0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0927'17.6 MI S FROM BEULAH.
 SN0927'ABOUT 17.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF THE
 SN0927'NORTHERN PACIFIC RAILWAY AT THE WEST EDGE OF BEULAH, MERCER COUNTY,
 SN0927'ABOUT 0.1 MILE SOUTHWEST OF A BRIDGE, ABOUT 0.15 MILE SOUTH OF A
 SN0927'FARMHOUSE, ABOUT 100 FEET SOUTH OF THE HALF-SECTION LINE AND 100 FEET
 SN0927'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0927'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0131 ***********************************************************************
 RS0131  DESIGNATION -  J 84
 RS0131  PID         -  RS0131
 RS0131  STATE/COUNTY-  ND/STARK
 RS0131  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0131
 RS0131                         *CURRENT SURVEY CONTROL
 RS0131  ___________________________________________________________________
 RS0131* NAD 83(1986)-  46 55 10.     (N)    102 47 23.     (W)     SCALED    
 RS0131* NAVD 88     -       767.293  (meters)    2517.36   (feet)  ADJUSTED  
 RS0131  ___________________________________________________________________
 RS0131  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 RS0131  DYNAMIC HT  -         767.292 (meters)    2517.36  (feet)  COMP
 RS0131  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 RS0131
 RS0131  VERT ORDER  -  SECOND    CLASS 0
 RS0131
 RS0131.The horizontal coordinates were scaled from a topographic map and have
 RS0131.an estimated accuracy of +/- 6 seconds.
 RS0131
 RS0131.The orthometric height was determined by differential leveling
 RS0131.and adjusted by the National Geodetic Survey in June 1991..
 RS0131
 RS0131.The geoid height was determined by GEOID03.
 RS0131
 RS0131.The dynamic height is computed by dividing the NAVD 88
 RS0131.geopotential number by the normal gravity value computed on the
 RS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0131.degrees latitude (g = 980.6199 gals.).
 RS0131
 RS0131.The modeled gravity was interpolated from observed gravity values.
 RS0131
 RS0131;                    North         East    Units  Estimated Accuracy
 RS0131;SPC ND S     -   141,800.      425,630.      MT  (+/- 180 meters Scaled)
 RS0131
 RS0131                          SUPERSEDED SURVEY CONTROL
 RS0131
 RS0131  NGVD 29 (??/??/92)  766.754  (m)         2515.59   (f) ADJ UNCH    2 0
 RS0131
 RS0131.Superseded values are not recommended for survey control.
 RS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0131.See file dsdata.txt to determine how the superseded data were derived.
 RS0131
 RS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM682985(NAD 83)
 RS0131_MARKER: DB = BENCH MARK DISK
 RS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0131_STAMPING: J 84 1934
 RS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0131+STABILITY: SURFACE MOTION
 RS0131
 RS0131  HISTORY     - Date     Condition        Report By
 RS0131  HISTORY     - 1934     MONUMENTED       CGS
 RS0131  HISTORY     - 1958     MARK NOT FOUND   NGS
 RS0131  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0131
 RS0131                          STATION DESCRIPTION
 RS0131
 RS0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RS0131'3.0 MI N FROM DICKINSON.
 RS0131'3.0 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN PACIFIC
 RS0131'RAILWAY STATION AT DICKINSON, STARK COUNTY, AT THE INTERSECTION OF A
 RS0131'COUNTRY ROAD, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 38
 RS0131'FEET SOUTH OF THE CENTER LINE OF THE ROAD. A STANDARD DISK, STAMPED J
 RS0131'84 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 RS0131'ABOVE GROUND.
 RS0131
 RS0131                          STATION RECOVERY (1982)
 RS0131
 RS0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0573 ***********************************************************************
 SO0573  DESIGNATION -  J 85
 SO0573  PID         -  SO0573
 SO0573  STATE/COUNTY-  ND/MCKENZIE
 SO0573  USGS QUAD   -  GRASSY BUTTE (1974)
 SO0573
 SO0573                         *CURRENT SURVEY CONTROL
 SO0573  ___________________________________________________________________
 SO0573* NAD 83(1986)-  47 25 15.     (N)    103 14 57.     (W)     SCALED    
 SO0573* NAVD 88     -       815.376  (meters)    2675.11   (feet)  ADJUSTED  
 SO0573  ___________________________________________________________________
 SO0573  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SO0573  DYNAMIC HT  -         815.397 (meters)    2675.18  (feet)  COMP
 SO0573  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 SO0573
 SO0573  VERT ORDER  -  SECOND    CLASS 0
 SO0573
 SO0573.The horizontal coordinates were scaled from a topographic map and have
 SO0573.an estimated accuracy of +/- 6 seconds.
 SO0573
 SO0573.The orthometric height was determined by differential leveling
 SO0573.and adjusted by the National Geodetic Survey in June 1991..
 SO0573
 SO0573.The geoid height was determined by GEOID03.
 SO0573
 SO0573.The dynamic height is computed by dividing the NAVD 88
 SO0573.geopotential number by the normal gravity value computed on the
 SO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0573.degrees latitude (g = 980.6199 gals.).
 SO0573
 SO0573.The modeled gravity was interpolated from observed gravity values.
 SO0573
 SO0573;                    North         East    Units  Estimated Accuracy
 SO0573;SPC ND N     -    50,490.      392,600.      MT  (+/- 180 meters Scaled)
 SO0573
 SO0573                          SUPERSEDED SURVEY CONTROL
 SO0573
 SO0573  NGVD 29 (??/??/92)  814.835  (m)         2673.34   (f) ADJ UNCH    2 0
 SO0573
 SO0573.Superseded values are not recommended for survey control.
 SO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0573.See file dsdata.txt to determine how the superseded data were derived.
 SO0573
 SO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN320534(NAD 83)
 SO0573_MARKER: DB = BENCH MARK DISK
 SO0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0573_STAMPING: J 85 1934
 SO0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0573+STABILITY: SURFACE MOTION
 SO0573
 SO0573  HISTORY     - Date     Condition        Report By
 SO0573  HISTORY     - 1934     MONUMENTED       CGS
 SO0573  HISTORY     - 1974     MARK NOT FOUND   USGS
 SO0573
 SO0573                          STATION DESCRIPTION
 SO0573
 SO0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0573'30.6 MI S FROM WATFORD CITY.
 SO0573'30.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE GREAT NORTHERN RAILWAY
 SO0573'CROSSING AT WATFORD CITY, MCKENZIE COUNTY, ABOUT 7.4 MILES NORTH OF
 SO0573'THE JUNCTION OF STATE HIGHWAY 25, AT THE INTERSECTION OF A
 SO0573'SECTION-LINE ROAD, 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 SO0573'40 FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 SO0573'STAMPED J 85 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0573'ABOUT 5 INCHES ABOVE GROUND.  NOTE-- HIGHWAY REBUILT.
 SO0573
 SO0573                          STATION RECOVERY (1974)
 SO0573
 SO0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 SO0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0641 ***********************************************************************
 SO0641  DESIGNATION -  J 86
 SO0641  PID         -  SO0641
 SO0641  STATE/COUNTY-  ND/MCKENZIE
 SO0641  USGS QUAD   -  ALEXANDER (1972)
 SO0641
 SO0641                         *CURRENT SURVEY CONTROL
 SO0641  ___________________________________________________________________
 SO0641* NAD 83(1986)-  47 50 15.     (N)    103 41 30.     (W)     SCALED    
 SO0641* NAVD 88     -       643.788  (meters)    2112.16   (feet)  ADJUSTED  
 SO0641  ___________________________________________________________________
 SO0641  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0641  DYNAMIC HT  -         643.845 (meters)    2112.35  (feet)  COMP
 SO0641  MODELED GRAV-     980,680.1   (mgal)                       NAVD 88
 SO0641
 SO0641  VERT ORDER  -  SECOND    CLASS 0
 SO0641
 SO0641.The horizontal coordinates were scaled from a topographic map and have
 SO0641.an estimated accuracy of +/- 6 seconds.
 SO0641
 SO0641.The orthometric height was determined by differential leveling
 SO0641.and adjusted by the National Geodetic Survey in June 1991..
 SO0641
 SO0641.The geoid height was determined by GEOID03.
 SO0641
 SO0641.The dynamic height is computed by dividing the NAVD 88
 SO0641.geopotential number by the normal gravity value computed on the
 SO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0641.degrees latitude (g = 980.6199 gals.).
 SO0641
 SO0641.The modeled gravity was interpolated from observed gravity values.
 SO0641
 SO0641;                    North         East    Units  Estimated Accuracy
 SO0641;SPC ND N     -    98,070.      361,160.      MT  (+/- 180 meters Scaled)
 SO0641
 SO0641                          SUPERSEDED SURVEY CONTROL
 SO0641
 SO0641  NGVD 29 (??/??/92)  643.250  (m)         2110.40   (f) ADJ UNCH    2 0
 SO0641
 SO0641.Superseded values are not recommended for survey control.
 SO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0641.See file dsdata.txt to determine how the superseded data were derived.
 SO0641
 SO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN979990(NAD 83)
 SO0641_MARKER: DB = BENCH MARK DISK
 SO0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0641_STAMPING: J 86 1934
 SO0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0641+STABILITY: SURFACE MOTION
 SO0641
 SO0641  HISTORY     - Date     Condition        Report By
 SO0641  HISTORY     - 1934     MONUMENTED       CGS
 SO0641  HISTORY     - 1972     GOOD             USGS
 SO0641
 SO0641                          STATION DESCRIPTION
 SO0641
 SO0641'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SO0641'2.3 MI W FROM ALEXANDER.
 SO0641'2.3 MI. W. ALONG RR. FROM STATION AT ALEXANDER, 180 YDS E. OF PRIVATE
 SO0641'ROAD CROSSING, 70 YDS. N. OF A SMALL CREEK 38.7 FT N. OF N. RAIL 2.3
 SO0641'MILES WEST ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE STATION AT
 SO0641'ALEXANDER, MCKENZIE, COUNTY, 1025 WEST OF PRIVATE ROAD CROSSING, 38.7
 SO0641'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK STAMPED J 86 1934 AND
 SO0641'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 SO0641'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0447 ***********************************************************************
 SO0447  DESIGNATION -  J 87
 SO0447  PID         -  SO0447
 SO0447  STATE/COUNTY-  ND/MCKENZIE
 SO0447  USGS QUAD   -  KEENE (1965)
 SO0447
 SO0447                         *CURRENT SURVEY CONTROL
 SO0447  ___________________________________________________________________
 SO0447* NAD 83(1986)-  47 57 47.     (N)    102 56 32.     (W)     SCALED    
 SO0447* NAVD 88     -       710.936  (meters)    2332.46   (feet)  ADJUSTED  
 SO0447  ___________________________________________________________________
 SO0447  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SO0447  DYNAMIC HT  -         711.009 (meters)    2332.70  (feet)  COMP
 SO0447  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SO0447
 SO0447  VERT ORDER  -  SECOND    CLASS 0
 SO0447
 SO0447.The horizontal coordinates were scaled from a topographic map and have
 SO0447.an estimated accuracy of +/- 6 seconds.
 SO0447
 SO0447.The orthometric height was determined by differential leveling
 SO0447.and adjusted by the National Geodetic Survey in June 1991..
 SO0447
 SO0447.The geoid height was determined by GEOID03.
 SO0447
 SO0447.The dynamic height is computed by dividing the NAVD 88
 SO0447.geopotential number by the normal gravity value computed on the
 SO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0447.degrees latitude (g = 980.6199 gals.).
 SO0447
 SO0447.The modeled gravity was interpolated from observed gravity values.
 SO0447
 SO0447;                    North         East    Units  Estimated Accuracy
 SO0447;SPC ND N     -   109,970.      417,660.      MT  (+/- 180 meters Scaled)
 SO0447
 SO0447                          SUPERSEDED SURVEY CONTROL
 SO0447
 SO0447  NGVD 29 (??/??/92)  710.43   (m)         2330.8    (f) COMPUTED    2 0
 SO0447
 SO0447.Superseded values are not recommended for survey control.
 SO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0447.See file dsdata.txt to determine how the superseded data were derived.
 SO0447
 SO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP536142(NAD 83)
 SO0447_MARKER: DB = BENCH MARK DISK
 SO0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0447_STAMPING: J-87 -- 1934
 SO0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0447+STABILITY: SURFACE MOTION
 SO0447
 SO0447  HISTORY     - Date     Condition        Report By
 SO0447  HISTORY     - 1934     MONUMENTED       CGS
 SO0447  HISTORY     - 1937     GOOD             NGS
 SO0447
 SO0447                          STATION DESCRIPTION
 SO0447
 SO0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0447'19.8 MI SW FROM SANISH.
 SO0447'LOCATED 19.8 MILES SOUTHWEST OF WEST END OF MISSOURI RIVER BRIDGE AT
 SO0447'SANISH.  1 MILE SOUTH OF 90 DEGREE TURN IN HIGHWAY.  52 FEET WEST OF
 SO0447'CENTER LINE OF STATE HWY.  23.  123 YARDS NORTH OF CENTER OF 5 FT BY 5
 SO0447'FT. SQUARE CULVERT.  25 FEET NORTH OF CENTER LINE OF SECTION CROSS
 SO0447'ROAD.  9.2 FEET WEST OF CORNER FENCE POST.  A STANDARD TABLET SET IN
 SO0447'TOP OF CONCRETE POST 4 INCHES HIGH.  NOTE--2.5 MI N OF KEENE.
 SO0447
 SO0447                          STATION RECOVERY (1937)
 SO0447
 SO0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 SO0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0448 ***********************************************************************
 SO0448  DESIGNATION -  J 87 RESET
 SO0448  PID         -  SO0448
 SO0448  STATE/COUNTY-  ND/MCKENZIE
 SO0448  USGS QUAD   -  KEENE (1965)
 SO0448
 SO0448                         *CURRENT SURVEY CONTROL
 SO0448  ___________________________________________________________________
 SO0448* NAD 83(1986)-  47 57 47.     (N)    102 56 32.     (W)     SCALED    
 SO0448* NAVD 88     -       712.08   (+/-2cm)    2336.2    (feet)  VERTCON   
 SO0448  ___________________________________________________________________
 SO0448  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SO0448
 SO0448  VERT ORDER  -  THIRD (See Below)
 SO0448
 SO0448.The horizontal coordinates were scaled from a topographic map and have
 SO0448.an estimated accuracy of +/- 6 seconds.
 SO0448
 SO0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0448.The vertical order pertains to the NGVD 29 superseded value.
 SO0448
 SO0448.The geoid height was determined by GEOID03.
 SO0448
 SO0448;                    North         East    Units  Estimated Accuracy
 SO0448;SPC ND N     -   109,970.      417,660.      MT  (+/- 180 meters Scaled)
 SO0448
 SO0448                          SUPERSEDED SURVEY CONTROL
 SO0448
 SO0448  NGVD 29 (??/??/??)  711.57   (m)         2334.5    (f) RESET       3  
 SO0448
 SO0448.Superseded values are not recommended for survey control.
 SO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0448.See file dsdata.txt to determine how the superseded data were derived.
 SO0448
 SO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP536142(NAD 83)
 SO0448_MARKER: DB = BENCH MARK DISK
 SO0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0448_STAMPING: J 87 RESET 1958
 SO0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0448+STABILITY: SURFACE MOTION
 SO0448
 SO0448  HISTORY     - Date     Condition        Report By
 SO0448  HISTORY     - 1958     MONUMENTED       CGS
 SO0448  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0448
 SO0448                          STATION DESCRIPTION
 SO0448
 SO0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0448'2.6 MI N FROM KEENE.
 SO0448'2.6 MILES NORTH ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT KEENE,
 SO0448'MCKENZIE COUNTY, IN THE NORTHWEST ANGLE OF DIM CROSSROADS, ABOUT 102
 SO0448'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A WHITE
 SO0448'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  A STANDARD
 SO0448'DISK, STAMPED J 87 RESET 1958 AND SET IN THE TOP OF A ROUND CONCRETE
 SO0448'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 SO0448
 SO0448                          STATION RECOVERY (1975)
 SO0448
 SO0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1035 ***********************************************************************
 SN1035  DESIGNATION -  J 88
 SN1035  PID         -  SN1035
 SN1035  STATE/COUNTY-  ND/WARD
 SN1035  USGS QUAD   -  MAKOTI (1980)
 SN1035
 SN1035                         *CURRENT SURVEY CONTROL
 SN1035  ___________________________________________________________________
 SN1035* NAD 83(1986)-  47 58 04.     (N)    101 49 44.     (W)     SCALED    
 SN1035* NAVD 88     -       635.563  (meters)    2085.18   (feet)  ADJUSTED  
 SN1035  ___________________________________________________________________
 SN1035  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 SN1035  DYNAMIC HT  -         635.649 (meters)    2085.46  (feet)  COMP
 SN1035  MODELED GRAV-     980,725.7   (mgal)                       NAVD 88
 SN1035
 SN1035  VERT ORDER  -  SECOND    CLASS 0
 SN1035
 SN1035.The horizontal coordinates were scaled from a topographic map and have
 SN1035.an estimated accuracy of +/- 6 seconds.
 SN1035
 SN1035.The orthometric height was determined by differential leveling
 SN1035.and adjusted by the National Geodetic Survey in June 1991..
 SN1035.WARNING-Repeat measurements at this control monument indicate possible
 SN1035.vertical movement.
 SN1035
 SN1035.The geoid height was determined by GEOID03.
 SN1035
 SN1035.The dynamic height is computed by dividing the NAVD 88
 SN1035.geopotential number by the normal gravity value computed on the
 SN1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1035.degrees latitude (g = 980.6199 gals.).
 SN1035
 SN1035.The modeled gravity was interpolated from observed gravity values.
 SN1035
 SN1035;                    North         East    Units  Estimated Accuracy
 SN1035;SPC ND N     -   108,450.      500,780.      MT  (+/- 180 meters Scaled)
 SN1035
 SN1035                          SUPERSEDED SURVEY CONTROL
 SN1035
 SN1035  NGVD 29 (??/??/92)  635.141  (m)         2083.79   (f) ADJ UNCH    2 0
 SN1035
 SN1035.Superseded values are not recommended for survey control.
 SN1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1035.See file dsdata.txt to determine how the superseded data were derived.
 SN1035
 SN1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU888165(NAD 83)
 SN1035_MARKER: DB = BENCH MARK DISK
 SN1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1035_STAMPING: J 88 1934
 SN1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1035+STABILITY: SURFACE MOTION
 SN1035
 SN1035  HISTORY     - Date     Condition        Report By
 SN1035  HISTORY     - 1934     MONUMENTED       CGS
 SN1035  HISTORY     - 1962     GOOD             NGS
 SN1035
 SN1035                          STATION DESCRIPTION
 SN1035
 SN1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1035'1.3 MI NW FROM MAKOTI.
 SN1035'1.3 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1035'MAKOTI, 6 POLES SOUTHEAST OF MILEPOLE 495, AT A ROAD CROSSING, 55.3
 SN1035'FEET WEST OF THE CENTERLINE OF THE CROSSING, 44.5 FEET SOUTHWEST OF
 SN1035'THE SOUTHWEST RAIL, 49 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 29
 SN1035'FEET NORTHWEST OF A TELEGRAPH POLE, 1 FOOT NORTH OF A WITNESS POST,
 SN1035'ABOUT 3 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE
 SN1035'POST PROJECTING 0.2 FOOT.  NOTE-- CORNERS OF THE MARK HAVE BEEN BROKEN
 SN1035'OFF BUT THE DISK REMAINS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0950 ***********************************************************************
 TG0950  DESIGNATION -  J 89
 TG0950  PID         -  TG0950
 TG0950  STATE/COUNTY-  ND/BURKE
 TG0950  USGS QUAD   -  STAMPEDE (1948)
 TG0950
 TG0950                         *CURRENT SURVEY CONTROL
 TG0950  ___________________________________________________________________
 TG0950* NAD 83(1986)-  48 54 06.     (N)    102 44 36.     (W)     SCALED    
 TG0950* NAVD 88     -       589.263  (meters)    1933.27   (feet)  ADJUSTED  
 TG0950  ___________________________________________________________________
 TG0950  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TG0950  DYNAMIC HT  -         589.397 (meters)    1933.71  (feet)  COMP
 TG0950  MODELED GRAV-     980,817.8   (mgal)                       NAVD 88
 TG0950
 TG0950  VERT ORDER  -  SECOND    CLASS 0
 TG0950
 TG0950.The horizontal coordinates were scaled from a topographic map and have
 TG0950.an estimated accuracy of +/- 6 seconds.
 TG0950
 TG0950.The orthometric height was determined by differential leveling
 TG0950.and adjusted by the National Geodetic Survey in June 1991..
 TG0950
 TG0950.The geoid height was determined by GEOID03.
 TG0950
 TG0950.The dynamic height is computed by dividing the NAVD 88
 TG0950.geopotential number by the normal gravity value computed on the
 TG0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0950.degrees latitude (g = 980.6199 gals.).
 TG0950
 TG0950.The modeled gravity was interpolated from observed gravity values.
 TG0950
 TG0950;                    North         East    Units  Estimated Accuracy
 TG0950;SPC ND N     -   213,840.      435,550.      MT  (+/- 180 meters Scaled)
 TG0950
 TG0950                          SUPERSEDED SURVEY CONTROL
 TG0950
 TG0950  NGVD 29 (??/??/92)  588.834  (m)         1931.87   (f) ADJ UNCH    2 0
 TG0950
 TG0950.Superseded values are not recommended for survey control.
 TG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0950.See file dsdata.txt to determine how the superseded data were derived.
 TG0950
 TG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ653189(NAD 83)
 TG0950_MARKER: DB = BENCH MARK DISK
 TG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0950_STAMPING: J 89 1934
 TG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0950+STABILITY: SURFACE MOTION
 TG0950
 TG0950  HISTORY     - Date     Condition        Report By
 TG0950  HISTORY     - 1934     MONUMENTED       CGS
 TG0950
 TG0950                          STATION DESCRIPTION
 TG0950
 TG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0950'1.7 MI E FROM COLUMBUS.
 TG0950'1.7 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0950'COLUMBUS, BURKE COUNTY, 11-1/2 POLES WEST OF MILEPOST 556, 40 YARDS
 TG0950'WEST OF THE CENTERLINE OF A SECTION-LINE ROAD CROSSING THE TRACK, 90.5
 TG0950'FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, 43 FEET NORTH OF THE NORTH
 TG0950'RAIL, AND 1.3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED J 89
 TG0950'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 TG0950'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0052 ***********************************************************************
 RR0052  DESIGNATION -  J 9
 RR0052  PID         -  RR0052
 RR0052  STATE/COUNTY-  ND/EMMONS
 RR0052  USGS QUAD   -  SENGER LAKE SOUTH (1979)
 RR0052
 RR0052                         *CURRENT SURVEY CONTROL
 RR0052  ___________________________________________________________________
 RR0052* NAD 83(1986)-  46 03 29.     (N)    100 02 02.     (W)     SCALED    
 RR0052* NAVD 88     -       574.993  (meters)    1886.46   (feet)  ADJUSTED  
 RR0052  ___________________________________________________________________
 RR0052  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 RR0052  DYNAMIC HT  -         574.958 (meters)    1886.34  (feet)  COMP
 RR0052  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 RR0052
 RR0052  VERT ORDER  -  FIRST     CLASS II
 RR0052
 RR0052.The horizontal coordinates were scaled from a topographic map and have
 RR0052.an estimated accuracy of +/- 6 seconds.
 RR0052
 RR0052.The orthometric height was determined by differential leveling
 RR0052.and adjusted by the National Geodetic Survey in June 1991..
 RR0052
 RR0052.The geoid height was determined by GEOID03.
 RR0052
 RR0052.The dynamic height is computed by dividing the NAVD 88
 RR0052.geopotential number by the normal gravity value computed on the
 RR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0052.degrees latitude (g = 980.6199 gals.).
 RR0052
 RR0052.The modeled gravity was interpolated from observed gravity values.
 RR0052
 RR0052;                    North         East    Units  Estimated Accuracy
 RR0052;SPC ND S     -    43,610.      636,070.      MT  (+/- 180 meters Scaled)
 RR0052
 RR0052                          SUPERSEDED SURVEY CONTROL
 RR0052
 RR0052  NGVD 29 (??/??/92)  574.579  (m)         1885.10   (f) ADJ UNCH    1 2
 RR0052
 RR0052.Superseded values are not recommended for survey control.
 RR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0052.See file dsdata.txt to determine how the superseded data were derived.
 RR0052
 RR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS200010(NAD 83)
 RR0052_MARKER: DB = BENCH MARK DISK
 RR0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0052_STAMPING: 1885.098 J 9 1927
 RR0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0052+STABILITY: SURFACE MOTION
 RR0052
 RR0052  HISTORY     - Date     Condition        Report By
 RR0052  HISTORY     - 1927     MONUMENTED       CGS
 RR0052  HISTORY     - 1957     GOOD             NGS
 RR0052
 RR0052                          STATION DESCRIPTION
 RR0052
 RR0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0052'2.5 MI NW FROM HAGUE.
 RR0052'2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RR0052'RAILROAD FROM THE STATION AT HAGUE, EMMONS COUNTY, 65 FEET NORTHWEST
 RR0052'OF A ROAD CROSSING, NEAR A SCHOOLHOUSE, 23 FEET NORTH OF THE SOUTHEAST
 RR0052'CORNER OF THE SCHOOLYARD, 43.5 FEET SOUTHWEST OF THE CENTER LINE OF
 RR0052'THE TRACK, 9 FEET EAST OF THE RIGHT-OF-WAY FENCE, 8.5 FEET NORTHWEST
 RR0052'OF THE FIRST POLE NORTHWEST OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN
 RR0052'THE TRACK.  A STANDARD DISK, STAMPED 1885.098 J 9 1927 AND SET IN THE
 RR0052'TOP OF A CONCRETE POST PROJECTING ABOUT 2-1/2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0420 ***********************************************************************
 TG0420  DESIGNATION -  J 9 B 1
 TG0420  PID         -  TG0420
 TG0420  STATE/COUNTY-  ND/MOUNTRAIL
 TG0420  USGS QUAD   -  BLAISDELL (1981)
 TG0420
 TG0420                         *CURRENT SURVEY CONTROL
 TG0420  ___________________________________________________________________
 TG0420* NAD 83(1986)-  48 21 45.     (N)    102 04 39.     (W)     SCALED    
 TG0420* NAVD 88     -       695.572  (meters)    2282.06   (feet)  ADJUSTED  
 TG0420  ___________________________________________________________________
 TG0420  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TG0420  DYNAMIC HT  -         695.683 (meters)    2282.42  (feet)  COMP
 TG0420  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 TG0420
 TG0420  VERT ORDER  -  FIRST     CLASS II
 TG0420
 TG0420.The horizontal coordinates were scaled from a topographic map and have
 TG0420.an estimated accuracy of +/- 6 seconds.
 TG0420
 TG0420.The orthometric height was determined by differential leveling
 TG0420.and adjusted by the National Geodetic Survey in June 1991..
 TG0420
 TG0420.The geoid height was determined by GEOID03.
 TG0420
 TG0420.The dynamic height is computed by dividing the NAVD 88
 TG0420.geopotential number by the normal gravity value computed on the
 TG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0420.degrees latitude (g = 980.6199 gals.).
 TG0420
 TG0420.The modeled gravity was interpolated from observed gravity values.
 TG0420
 TG0420;                    North         East    Units  Estimated Accuracy
 TG0420;SPC ND N     -   152,680.      483,120.      MT  (+/- 180 meters Scaled)
 TG0420
 TG0420                          SUPERSEDED SURVEY CONTROL
 TG0420
 TG0420.No superseded survey control is available for this station.
 TG0420
 TG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP164607(NAD 83)
 TG0420_MARKER: DD = SURVEY DISK
 TG0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0420_SP_SET: PEDESTAL
 TG0420_STAMPING: B 1
 TG0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0420
 TG0420  HISTORY     - Date     Condition        Report By
 TG0420  HISTORY     - UNK      MONUMENTED       DOD
 TG0420  HISTORY     - 1963     GOOD             NGS
 TG0420
 TG0420                          STATION DESCRIPTION
 TG0420
 TG0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0420'2.0 MI NE FROM BLAISDELL.
 TG0420'ABOUT 1.8 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 TG0420'NORTHERN RAILWAY STATION AT BLAISDELL, THENCE 0.2 MILE WEST ACROSS A
 TG0420'PASTURE, ABOUT 0.15 MILE SOUTHWEST OF THE SOUTHWEST EDGE OF A LONG
 TG0420'NARROW LAKE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S
 TG0420'2,R189W,T 156N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0421 ***********************************************************************
 TG0421  DESIGNATION -  J 9 B 2
 TG0421  PID         -  TG0421
 TG0421  STATE/COUNTY-  ND/MOUNTRAIL
 TG0421  USGS QUAD   -  BLAISDELL (1981)
 TG0421
 TG0421                         *CURRENT SURVEY CONTROL
 TG0421  ___________________________________________________________________
 TG0421* NAD 83(1986)-  48 21 49.     (N)    102 04 26.     (W)     SCALED    
 TG0421* NAVD 88     -       696.490  (meters)    2285.07   (feet)  ADJUSTED  
 TG0421  ___________________________________________________________________
 TG0421  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0421  DYNAMIC HT  -         696.600 (meters)    2285.43  (feet)  COMP
 TG0421  MODELED GRAV-     980,745.6   (mgal)                       NAVD 88
 TG0421
 TG0421  VERT ORDER  -  FIRST     CLASS II
 TG0421
 TG0421.The horizontal coordinates were scaled from a topographic map and have
 TG0421.an estimated accuracy of +/- 6 seconds.
 TG0421
 TG0421.The orthometric height was determined by differential leveling
 TG0421.and adjusted by the National Geodetic Survey in June 1991..
 TG0421
 TG0421.The geoid height was determined by GEOID03.
 TG0421
 TG0421.The dynamic height is computed by dividing the NAVD 88
 TG0421.geopotential number by the normal gravity value computed on the
 TG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0421.degrees latitude (g = 980.6199 gals.).
 TG0421
 TG0421.The modeled gravity was interpolated from observed gravity values.
 TG0421
 TG0421;                    North         East    Units  Estimated Accuracy
 TG0421;SPC ND N     -   152,800.      483,390.      MT  (+/- 180 meters Scaled)
 TG0421
 TG0421                          SUPERSEDED SURVEY CONTROL
 TG0421
 TG0421.No superseded survey control is available for this station.
 TG0421
 TG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167608(NAD 83)
 TG0421_MARKER: DD = SURVEY DISK
 TG0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0421_SP_SET: PEDESTAL
 TG0421_STAMPING: B 2
 TG0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0421
 TG0421  HISTORY     - Date     Condition        Report By
 TG0421  HISTORY     - UNK      MONUMENTED       DOD
 TG0421  HISTORY     - 1963     GOOD             NGS
 TG0421
 TG0421                          STATION DESCRIPTION
 TG0421
 TG0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0421'1.9 MI NE FROM BLAISDELL.
 TG0421'ABOUT 1.9 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 TG0421'NORTHERN RAILWAY STATION AT BLAISDELL, ABOUT 156 YARDS WEST OF THE
 TG0421'ROAD, IN A PASTURE, ABOUT 105 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF
 TG0421'A LONG NARROW LAKE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH,
 TG0421'S 2, R 89 W, T 156 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0425 ***********************************************************************
 TG0425  DESIGNATION -  J 9 Z
 TG0425  PID         -  TG0425
 TG0425  STATE/COUNTY-  ND/MOUNTRAIL
 TG0425  USGS QUAD   -  BLAISDELL (1981)
 TG0425
 TG0425                         *CURRENT SURVEY CONTROL
 TG0425  ___________________________________________________________________
 TG0425* NAD 83(1986)-  48 21 52.     (N)    102 04 24.     (W)     SCALED    
 TG0425* NAVD 88     -       697.205  (meters)    2287.41   (feet)  ADJUSTED  
 TG0425  ___________________________________________________________________
 TG0425  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0425  DYNAMIC HT  -         697.315 (meters)    2287.77  (feet)  COMP
 TG0425  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TG0425
 TG0425  VERT ORDER  -  FIRST     CLASS II
 TG0425
 TG0425.The horizontal coordinates were scaled from a topographic map and have
 TG0425.an estimated accuracy of +/- 6 seconds.
 TG0425
 TG0425.The orthometric height was determined by differential leveling
 TG0425.and adjusted by the National Geodetic Survey in June 1991..
 TG0425
 TG0425.The geoid height was determined by GEOID03.
 TG0425
 TG0425.The dynamic height is computed by dividing the NAVD 88
 TG0425.geopotential number by the normal gravity value computed on the
 TG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0425.degrees latitude (g = 980.6199 gals.).
 TG0425
 TG0425.The modeled gravity was interpolated from observed gravity values.
 TG0425
 TG0425;                    North         East    Units  Estimated Accuracy
 TG0425;SPC ND N     -   152,890.      483,430.      MT  (+/- 180 meters Scaled)
 TG0425
 TG0425                          SUPERSEDED SURVEY CONTROL
 TG0425
 TG0425.No superseded survey control is available for this station.
 TG0425
 TG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167609(NAD 83)
 TG0425_MARKER: DS = TRIANGULATION STATION DISK
 TG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0425_STAMPING: J 9 Z 1962
 TG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0425+STABILITY: SURFACE MOTION
 TG0425
 TG0425  HISTORY     - Date     Condition        Report By
 TG0425  HISTORY     - 1962     MONUMENTED       CGS
 TG0425  HISTORY     - 1963     GOOD             NGS
 TG0425
 TG0425                          STATION DESCRIPTION
 TG0425
 TG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0425'2.0 MI NE FROM BLAISDELL.
 TG0425'ABOUT 2.0 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 TG0425'NORTHERN RAILWAY STATION AT BLAISDELL, ABOUT 0.1 MILE NORTH OF A LONG
 TG0425'NARROW LAKE, 57 FEET WEST OF THE CENTERLINE OF THE ROAD, 57 FEET SOUTH
 TG0425'OF A POWER POLE, 4.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 TG0425'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0425'PROJECTING 4 INCHES, S 2, R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0426 ***********************************************************************
 TG0426  DESIGNATION -  J 9 Z RM 1
 TG0426  PID         -  TG0426
 TG0426  STATE/COUNTY-  ND/MOUNTRAIL
 TG0426  USGS QUAD   -  BLAISDELL (1981)
 TG0426
 TG0426                         *CURRENT SURVEY CONTROL
 TG0426  ___________________________________________________________________
 TG0426* NAD 83(1986)-  48 21 52.     (N)    102 04 24.     (W)     SCALED    
 TG0426* NAVD 88     -       697.365  (meters)    2287.94   (feet)  ADJUSTED  
 TG0426  ___________________________________________________________________
 TG0426  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0426  DYNAMIC HT  -         697.475 (meters)    2288.30  (feet)  COMP
 TG0426  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TG0426
 TG0426  VERT ORDER  -  FIRST     CLASS II
 TG0426
 TG0426.The horizontal coordinates were scaled from a topographic map and have
 TG0426.an estimated accuracy of +/- 6 seconds.
 TG0426
 TG0426.The orthometric height was determined by differential leveling
 TG0426.and adjusted by the National Geodetic Survey in June 1991..
 TG0426
 TG0426.The geoid height was determined by GEOID03.
 TG0426
 TG0426.The dynamic height is computed by dividing the NAVD 88
 TG0426.geopotential number by the normal gravity value computed on the
 TG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0426.degrees latitude (g = 980.6199 gals.).
 TG0426
 TG0426.The modeled gravity was interpolated from observed gravity values.
 TG0426
 TG0426;                    North         East    Units  Estimated Accuracy
 TG0426;SPC ND N     -   152,890.      483,430.      MT  (+/- 180 meters Scaled)
 TG0426
 TG0426                          SUPERSEDED SURVEY CONTROL
 TG0426
 TG0426.No superseded survey control is available for this station.
 TG0426
 TG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167609(NAD 83)
 TG0426_MARKER: DR = REFERENCE MARK DISK
 TG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0426_STAMPING: J 9 Z NO 1 1962
 TG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0426+STABILITY: SURFACE MOTION
 TG0426
 TG0426  HISTORY     - Date     Condition        Report By
 TG0426  HISTORY     - 1962     MONUMENTED       CGS
 TG0426  HISTORY     - 1963     GOOD             NGS
 TG0426
 TG0426                          STATION DESCRIPTION
 TG0426
 TG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0426'2.0 MI NE FROM BLAISDELL.
 TG0426'ABOUT 2.0 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 TG0426'NORTHERN RAILWAY STATION AT BLAISDELL, ABOUT 0.1 MILE NORTH OF A LONG
 TG0426'NARROW LAKE, 57 FEET WEST OF THE CENTERLINE OF THE ROAD, 36.2 FEET
 TG0426'NORTH OF THE STATION MARK, 23 FEET SOUTHEAST OF A POWER POLE, ABOUT 2
 TG0426'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0426'POST PROJECTING 2 INCHES, S 2, R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0424 ***********************************************************************
 TG0424  DESIGNATION -  J 9 Z RM 2
 TG0424  PID         -  TG0424
 TG0424  STATE/COUNTY-  ND/MOUNTRAIL
 TG0424  USGS QUAD   -  BLAISDELL (1981)
 TG0424
 TG0424                         *CURRENT SURVEY CONTROL
 TG0424  ___________________________________________________________________
 TG0424* NAD 83(1986)-  48 21 52.     (N)    102 04 24.     (W)     SCALED    
 TG0424* NAVD 88     -       696.950  (meters)    2286.58   (feet)  ADJUSTED  
 TG0424  ___________________________________________________________________
 TG0424  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0424  DYNAMIC HT  -         697.060 (meters)    2286.94  (feet)  COMP
 TG0424  MODELED GRAV-     980,745.5   (mgal)                       NAVD 88
 TG0424
 TG0424  VERT ORDER  -  FIRST     CLASS II
 TG0424
 TG0424.The horizontal coordinates were scaled from a topographic map and have
 TG0424.an estimated accuracy of +/- 6 seconds.
 TG0424
 TG0424.The orthometric height was determined by differential leveling
 TG0424.and adjusted by the National Geodetic Survey in June 1991..
 TG0424
 TG0424.The geoid height was determined by GEOID03.
 TG0424
 TG0424.The dynamic height is computed by dividing the NAVD 88
 TG0424.geopotential number by the normal gravity value computed on the
 TG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0424.degrees latitude (g = 980.6199 gals.).
 TG0424
 TG0424.The modeled gravity was interpolated from observed gravity values.
 TG0424
 TG0424;                    North         East    Units  Estimated Accuracy
 TG0424;SPC ND N     -   152,890.      483,430.      MT  (+/- 180 meters Scaled)
 TG0424
 TG0424                          SUPERSEDED SURVEY CONTROL
 TG0424
 TG0424.No superseded survey control is available for this station.
 TG0424
 TG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP167609(NAD 83)
 TG0424_MARKER: DR = REFERENCE MARK DISK
 TG0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0424_STAMPING: J 9 Z NO 2 1962
 TG0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0424+STABILITY: SURFACE MOTION
 TG0424
 TG0424  HISTORY     - Date     Condition        Report By
 TG0424  HISTORY     - 1962     MONUMENTED       CGS
 TG0424  HISTORY     - 1963     GOOD             NGS
 TG0424
 TG0424                          STATION DESCRIPTION
 TG0424
 TG0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0424'2.0 MI NE FROM BLAISDELL.
 TG0424'ABOUT 2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0424'RAILWAY STATION AT BLAISDELL, ABOUT 0.1 MILE NORTH OF A LONG NARROW
 TG0424'LAKE, ON THE SOUTH SLOPE AND AT THE TOP OF A SHORT STEEP HILL, 57 FEET
 TG0424'WEST OF THE CENTERLINE OF THE ROAD, 87 FEET SOUTH OF A POWER POLE,
 TG0424'30.0 FEET SOUTH OF THE STATION MARK, ABOUT 2 FEET BELOW THE LEVEL OF
 TG0424'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S
 TG0424'2, R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1461 ***********************************************************************
 TG1461  DESIGNATION -  J 90
 TG1461  PID         -  TG1461
 TG1461  STATE/COUNTY-  ND/DIVIDE
 TG1461  USGS QUAD   -  COLGAN EAST (1983)
 TG1461
 TG1461                         *CURRENT SURVEY CONTROL
 TG1461  ___________________________________________________________________
 TG1461* NAD 83(1986)-  48 56 54.     (N)    103 37 04.     (W)     SCALED    
 TG1461* NAVD 88     -       647.912  (meters)    2125.69   (feet)  ADJUSTED  
 TG1461  ___________________________________________________________________
 TG1461  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TG1461  DYNAMIC HT  -         648.040 (meters)    2126.11  (feet)  COMP
 TG1461  MODELED GRAV-     980,787.1   (mgal)                       NAVD 88
 TG1461
 TG1461  VERT ORDER  -  SECOND    CLASS 0
 TG1461
 TG1461.The horizontal coordinates were scaled from a topographic map and have
 TG1461.an estimated accuracy of +/- 6 seconds.
 TG1461
 TG1461.The orthometric height was determined by differential leveling
 TG1461.and adjusted by the National Geodetic Survey in June 1991..
 TG1461
 TG1461.The geoid height was determined by GEOID03.
 TG1461
 TG1461.The dynamic height is computed by dividing the NAVD 88
 TG1461.geopotential number by the normal gravity value computed on the
 TG1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1461.degrees latitude (g = 980.6199 gals.).
 TG1461
 TG1461.The modeled gravity was interpolated from observed gravity values.
 TG1461
 TG1461;                    North         East    Units  Estimated Accuracy
 TG1461;SPC ND N     -   221,260.      371,680.      MT  (+/- 180 meters Scaled)
 TG1461
 TG1461                          SUPERSEDED SURVEY CONTROL
 TG1461
 TG1461  NGVD 29 (??/??/92)  647.410  (m)         2124.04   (f) ADJ UNCH    2 0
 TG1461
 TG1461.Superseded values are not recommended for survey control.
 TG1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1461.See file dsdata.txt to determine how the superseded data were derived.
 TG1461
 TG1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ012226(NAD 83)
 TG1461_MARKER: DB = BENCH MARK DISK
 TG1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1461_STAMPING: J 90 1934
 TG1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1461+STABILITY: SURFACE MOTION
 TG1461
 TG1461  HISTORY     - Date     Condition        Report By
 TG1461  HISTORY     - 1934     MONUMENTED       CGS
 TG1461  HISTORY     - 1951     GOOD             NGS
 TG1461
 TG1461                          STATION DESCRIPTION
 TG1461
 TG1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1461'0.3 MI E FROM COLGAN.
 TG1461'0.3 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TG1461'RAILROAD FROM THE STATION AT COLGAN, DIVIDE COUNTY, ABOUT 56 YARDS
 TG1461'EAST OF A RIGHT-OF-WAY FENCE CORNER, 102 FEET WEST OF THE EAST END OF
 TG1461'A SIDETRACK, 49.8 FEET NORTH OF THE NORTH RAIL OF THE SOUTH SIDETRACK,
 TG1461'AND 43.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK. A STANDARD
 TG1461'DISK, STAMPED J 90 1934 AND SET IN THE TOP OF A CONCRETE POST
 TG1461'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST.
 TG1461'PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0618 ***********************************************************************
 SO0618  DESIGNATION -  J 93
 SO0618  PID         -  SO0618
 SO0618  STATE/COUNTY-  ND/MCKENZIE
 SO0618  USGS QUAD   -  ALEXANDER (1972)
 SO0618
 SO0618                         *CURRENT SURVEY CONTROL
 SO0618  ___________________________________________________________________
 SO0618* NAD 83(1986)-  47 48 20.     (N)    103 38 48.     (W)     SCALED    
 SO0618* NAVD 88     -       682.829  (meters)    2240.25   (feet)  ADJUSTED  
 SO0618  ___________________________________________________________________
 SO0618  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 SO0618  DYNAMIC HT  -         682.887 (meters)    2240.44  (feet)  COMP
 SO0618  MODELED GRAV-     980,673.7   (mgal)                       NAVD 88
 SO0618
 SO0618  VERT ORDER  -  SECOND    CLASS 0
 SO0618
 SO0618.The horizontal coordinates were scaled from a topographic map and have
 SO0618.an estimated accuracy of +/- 6 seconds.
 SO0618
 SO0618.The orthometric height was determined by differential leveling
 SO0618.and adjusted by the National Geodetic Survey in June 1991..
 SO0618
 SO0618.The geoid height was determined by GEOID03.
 SO0618
 SO0618.The dynamic height is computed by dividing the NAVD 88
 SO0618.geopotential number by the normal gravity value computed on the
 SO0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0618.degrees latitude (g = 980.6199 gals.).
 SO0618
 SO0618.The modeled gravity was interpolated from observed gravity values.
 SO0618
 SO0618;                    North         East    Units  Estimated Accuracy
 SO0618;SPC ND N     -    94,380.      364,380.      MT  (+/- 180 meters Scaled)
 SO0618
 SO0618                          SUPERSEDED SURVEY CONTROL
 SO0618
 SO0618  NGVD 29 (??/??/92)  682.279  (m)         2238.44   (f) ADJ UNCH    2 0
 SO0618
 SO0618.Superseded values are not recommended for survey control.
 SO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0618.See file dsdata.txt to determine how the superseded data were derived.
 SO0618
 SO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN013955(NAD 83)
 SO0618_MARKER: DB = BENCH MARK DISK
 SO0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0618_STAMPING: J 93 1934
 SO0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0618+STABILITY: SURFACE MOTION
 SO0618
 SO0618  HISTORY     - Date     Condition        Report By
 SO0618  HISTORY     - 1934     MONUMENTED       CGS
 SO0618  HISTORY     - 1959     POOR             NGS
 SO0618
 SO0618                          STATION DESCRIPTION
 SO0618
 SO0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 SO0618'2.1 MI S FROM ALEXANDER.
 SO0618'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 AND STATE HIGHWAY 16 FROM THE
 SO0618'GREAT NORTHERN RAILWAY STATION AT ALEXANDER, MCKENZIE COUNTY, 81 FEET
 SO0618'NORTHWEST OF THE JUNCTION OF THE HIGHWAYS, 56 FEET WEST OF THE
 SO0618'CENTERLINE OF U.S. HIGHWAY 85, 14 FEET SOUTH OF A MOBILGAS SIGN, AND
 SO0618'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 SO0618'NOTE-- CEMENT BLOCK DESTROYED.  BRASS DISK WITH MARK DEEPLY SCRATCHED
 SO0618'AND LYING IN CEMENT DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0594 ***********************************************************************
 SO0594  DESIGNATION -  J 94
 SO0594  PID         -  SO0594
 SO0594  STATE/COUNTY-  ND/GOLDEN VALLEY
 SO0594  USGS QUAD   -  TROTTERS (1974)
 SO0594
 SO0594                         *CURRENT SURVEY CONTROL
 SO0594  ___________________________________________________________________
 SO0594* NAD 83(1986)-  47 19 23.     (N)    103 55 07.     (W)     SCALED    
 SO0594* NAVD 88     -       737.779  (meters)    2420.53   (feet)  ADJUSTED  
 SO0594  ___________________________________________________________________
 SO0594  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 SO0594  DYNAMIC HT  -         737.807 (meters)    2420.62  (feet)  COMP
 SO0594  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 SO0594
 SO0594  VERT ORDER  -  SECOND    CLASS 0
 SO0594
 SO0594.The horizontal coordinates were scaled from a topographic map and have
 SO0594.an estimated accuracy of +/- 6 seconds.
 SO0594
 SO0594.The orthometric height was determined by differential leveling
 SO0594.and adjusted by the National Geodetic Survey in June 1991..
 SO0594
 SO0594.The geoid height was determined by GEOID03.
 SO0594
 SO0594.The dynamic height is computed by dividing the NAVD 88
 SO0594.geopotential number by the normal gravity value computed on the
 SO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0594.degrees latitude (g = 980.6199 gals.).
 SO0594
 SO0594.The modeled gravity was interpolated from observed gravity values.
 SO0594
 SO0594;                    North         East    Units  Estimated Accuracy
 SO0594;SPC ND S     -   189,750.      341,650.      MT  (+/- 180 meters Scaled)
 SO0594
 SO0594                          SUPERSEDED SURVEY CONTROL
 SO0594
 SO0594  NGVD 29 (??/??/92)  737.190  (m)         2418.60   (f) ADJ UNCH    2 0
 SO0594
 SO0594.Superseded values are not recommended for survey control.
 SO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0594.See file dsdata.txt to determine how the superseded data were derived.
 SO0594
 SO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN817416(NAD 83)
 SO0594_MARKER: DB = BENCH MARK DISK
 SO0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0594_STAMPING: J 94 1934
 SO0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0594+STABILITY: SURFACE MOTION
 SO0594
 SO0594  HISTORY     - Date     Condition        Report By
 SO0594  HISTORY     - 1934     MONUMENTED       CGS
 SO0594  HISTORY     - 1938     GOOD             NGS
 SO0594  HISTORY     - 1968     GOOD             DOD
 SO0594  HISTORY     - 1984     SEE DESCRIPTION  NGS
 SO0594
 SO0594                          STATION DESCRIPTION
 SO0594
 SO0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0594'33.7 MI N FROM BEACH.
 SO0594'33.7 MILES NORTH ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT
 SO0594'BEACH, GOLDEN VALLEY COUNTY, AT TROTTERS, 93 YARDS SOUTH OF THE SOUTH
 SO0594'SIDE OF A STORE, 43 YARDS EAST OF THE EAST SIDE OF THE UNITED BRETHREN
 SO0594'CHURCH, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF
 SO0594'A CORNER FENCE POST, AND 3 FEET NORTH OF THE FENCE, AND SET IN THE TOP
 SO0594'OF A CONCRETE POST.
 SO0594
 SO0594                          STATION RECOVERY (1968)
 SO0594
 SO0594'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SO0594'RECOVERED IN GOOD CONDITION.
 SO0594
 SO0594                          STATION RECOVERY (1984)
 SO0594
 SO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 SO0594'THE MARK IS LOCATED WHERE IT WAS PREVIOUSLY DESCRIBED BUT SHOULD BE
 SO0594'USED WITH CAUTION. THE OWNER OF THE STORE AT TROTTERS SAID THE MARK
 SO0594'WAS REMOVED AND THEN RESET WHEN THE ROAD WAS REBUILT. HE DID NOT KNOW
 SO0594'IF IT WAS RESET AT THE ORIGINAL ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0309 ***********************************************************************
 SO0309  DESIGNATION -  J 95
 SO0309  PID         -  SO0309
 SO0309  STATE/COUNTY-  ND/DUNN
 SO0309  USGS QUAD   -  MARSHALL (1973)
 SO0309
 SO0309                         *CURRENT SURVEY CONTROL
 SO0309  ___________________________________________________________________
 SO0309* NAD 83(1986)-  47 09 18.     (N)    102 20 31.     (W)     SCALED    
 SO0309* NAVD 88     -       659.107  (meters)    2162.42   (feet)  ADJUSTED  
 SO0309  ___________________________________________________________________
 SO0309  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 SO0309  DYNAMIC HT  -         659.137 (meters)    2162.52  (feet)  COMP
 SO0309  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 SO0309
 SO0309  VERT ORDER  -  SECOND    CLASS 0
 SO0309
 SO0309.The horizontal coordinates were scaled from a topographic map and have
 SO0309.an estimated accuracy of +/- 6 seconds.
 SO0309
 SO0309.The orthometric height was determined by differential leveling
 SO0309.and adjusted by the National Geodetic Survey in June 1991..
 SO0309
 SO0309.The geoid height was determined by GEOID03.
 SO0309
 SO0309.The dynamic height is computed by dividing the NAVD 88
 SO0309.geopotential number by the normal gravity value computed on the
 SO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0309.degrees latitude (g = 980.6199 gals.).
 SO0309
 SO0309.The modeled gravity was interpolated from observed gravity values.
 SO0309
 SO0309;                    North         East    Units  Estimated Accuracy
 SO0309;SPC ND S     -   167,080.      460,330.      MT  (+/- 180 meters Scaled)
 SO0309
 SO0309                          SUPERSEDED SURVEY CONTROL
 SO0309
 SO0309  NGVD 29 (??/??/92)  658.628  (m)         2160.85   (f) ADJ UNCH    2 0
 SO0309
 SO0309.Superseded values are not recommended for survey control.
 SO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0309.See file dsdata.txt to determine how the superseded data were derived.
 SO0309
 SO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN014258(NAD 83)
 SO0309_MARKER: DB = BENCH MARK DISK
 SO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0309_STAMPING: J 95 1934
 SO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0309+STABILITY: SURFACE MOTION
 SO0309
 SO0309  HISTORY     - Date     Condition        Report By
 SO0309  HISTORY     - 1934     MONUMENTED       CGS
 SO0309  HISTORY     - 1961     GOOD             NGS
 SO0309
 SO0309                          STATION DESCRIPTION
 SO0309
 SO0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0309'1.3 MI N FROM MARSHALL.
 SO0309'1.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0309'MARSHALL, DUNN COUNTY, AT A ROAD INTERSECTION, 90 FEET NORTH OF THE
 SO0309'CENTERLINE OF THE CROSS ROAD, 53 FEET EAST OF THE CENTERLINE OF THE
 SO0309'HIGHWAY, 75.5 FEET NORTH OF A CORNER POST, AND 2 FEET WEST OF THE
 SO0309'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 SO0309'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0310 ***********************************************************************
 SO0310  DESIGNATION -  J 95 RESET
 SO0310  PID         -  SO0310
 SO0310  STATE/COUNTY-  ND/DUNN
 SO0310  USGS QUAD   -  MARSHALL (1973)
 SO0310
 SO0310                         *CURRENT SURVEY CONTROL
 SO0310  ___________________________________________________________________
 SO0310* NAD 83(1986)-  47 09 18.     (N)    102 20 31.     (W)     SCALED    
 SO0310* NAVD 88     -       660.02   (+/-2cm)    2165.4    (feet)  VERTCON   
 SO0310  ___________________________________________________________________
 SO0310  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 SO0310
 SO0310  VERT ORDER  -  THIRD (See Below)
 SO0310
 SO0310.The horizontal coordinates were scaled from a topographic map and have
 SO0310.an estimated accuracy of +/- 6 seconds.
 SO0310
 SO0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0310.The vertical order pertains to the NGVD 29 superseded value.
 SO0310
 SO0310.The geoid height was determined by GEOID03.
 SO0310
 SO0310;                    North         East    Units  Estimated Accuracy
 SO0310;SPC ND S     -   167,080.      460,330.      MT  (+/- 180 meters Scaled)
 SO0310
 SO0310                          SUPERSEDED SURVEY CONTROL
 SO0310
 SO0310  NGVD 29 (??/??/??)  659.55   (m)         2163.9    (f) RESET       3  
 SO0310
 SO0310.Superseded values are not recommended for survey control.
 SO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0310.See file dsdata.txt to determine how the superseded data were derived.
 SO0310
 SO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN014258(NAD 83)
 SO0310_MARKER: DB = BENCH MARK DISK
 SO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0310_STAMPING: J 95 RESET 1964
 SO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0310+STABILITY: SURFACE MOTION
 SO0310
 SO0310  HISTORY     - Date     Condition        Report By
 SO0310  HISTORY     - 1964     MONUMENTED       CGS
 SO0310
 SO0310                          STATION DESCRIPTION
 SO0310
 SO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0310'1.3 MI N FROM MARSHALL.
 SO0310'1.3 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0310'MARSHALL, DUNN COUNTY, ABOUT 0.15 MILE SOUTH OF THE TOP OF A HILL,
 SO0310'ABOUT 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 90 FEET NORTH OF
 SO0310'A FENCE CORNER AT A SECTION LINE AND 2 FEET SOUTH OF A METAL WITNESS
 SO0310'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0046 ***********************************************************************
 RS0046  DESIGNATION -  J 96
 RS0046  PID         -  RS0046
 RS0046  STATE/COUNTY-  ND/HETTINGER
 RS0046  USGS QUAD   -  MOTT NORTH (1966)
 RS0046
 RS0046                         *CURRENT SURVEY CONTROL
 RS0046  ___________________________________________________________________
 RS0046* NAD 83(1986)-  46 27 29.     (N)    102 19 07.     (W)     SCALED    
 RS0046* NAVD 88     -       782.273  (meters)    2566.51   (feet)  ADJUSTED  
 RS0046  ___________________________________________________________________
 RS0046  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 RS0046  DYNAMIC HT  -         782.230 (meters)    2566.37  (feet)  COMP
 RS0046  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 RS0046
 RS0046  VERT ORDER  -  SECOND    CLASS 0
 RS0046
 RS0046.The horizontal coordinates were scaled from a topographic map and have
 RS0046.an estimated accuracy of +/- 6 seconds.
 RS0046
 RS0046.The orthometric height was determined by differential leveling
 RS0046.and adjusted by the National Geodetic Survey in June 1991..
 RS0046
 RS0046.The geoid height was determined by GEOID03.
 RS0046
 RS0046.The dynamic height is computed by dividing the NAVD 88
 RS0046.geopotential number by the normal gravity value computed on the
 RS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0046.degrees latitude (g = 980.6199 gals.).
 RS0046
 RS0046.The modeled gravity was interpolated from observed gravity values.
 RS0046
 RS0046;                    North         East    Units  Estimated Accuracy
 RS0046;SPC ND S     -    89,590.      460,310.      MT  (+/- 180 meters Scaled)
 RS0046
 RS0046                          SUPERSEDED SURVEY CONTROL
 RS0046
 RS0046  NGVD 29 (??/??/92)  781.748  (m)         2564.78   (f) ADJ UNCH    2 0
 RS0046
 RS0046.Superseded values are not recommended for survey control.
 RS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0046.See file dsdata.txt to determine how the superseded data were derived.
 RS0046
 RS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM059484(NAD 83)
 RS0046_MARKER: DB = BENCH MARK DISK
 RS0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0046_STAMPING: J-96 -- 1934
 RS0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0046+STABILITY: SURFACE MOTION
 RS0046
 RS0046  HISTORY     - Date     Condition        Report By
 RS0046  HISTORY     - 1934     MONUMENTED       CGS
 RS0046  HISTORY     - 1965     MARK NOT FOUND   USGS
 RS0046
 RS0046                          STATION DESCRIPTION
 RS0046
 RS0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0046'6.2 MI N FROM MOTT.
 RS0046'6.2 MILES NORTH OF THE POST OFFICE AT MOTT.  215 FEET SOUTH OF
 RS0046'CENTERLINE OF A COUNTY ROAD CROSSING STATE HWY. 8.  39 FEET EAST OF
 RS0046'CENTERLINE OF HIGHWAY.  4 FEET SOUTH OF TELEPHONE POLE AND IN LINE
 RS0046'WITH POLES.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 8 INCHES
 RS0046'HIGH.  NOTE-- PROBABLY DESTROYED WHEN ROAD WAS WIDENED.
 RS0046
 RS0046                          STATION RECOVERY (1965)
 RS0046
 RS0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RS0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0025 ***********************************************************************
 QT0025  DESIGNATION -  J 97
 QT0025  PID         -  QT0025
 QT0025  STATE/COUNTY-  ND/ADAMS
 QT0025  USGS QUAD   -  WHITE BUTTE (1974)
 QT0025
 QT0025                         *CURRENT SURVEY CONTROL
 QT0025  ___________________________________________________________________
 QT0025* NAD 83(1986)-  45 56 48.     (N)    102 16 08.     (W)     SCALED    
 QT0025* NAVD 88     -       776.588  (meters)    2547.86   (feet)  ADJUSTED  
 QT0025  ___________________________________________________________________
 QT0025  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 QT0025  DYNAMIC HT  -         776.501 (meters)    2547.57  (feet)  COMP
 QT0025  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 QT0025
 QT0025  VERT ORDER  -  SECOND    CLASS 0
 QT0025
 QT0025.The horizontal coordinates were scaled from a topographic map and have
 QT0025.an estimated accuracy of +/- 6 seconds.
 QT0025
 QT0025.The orthometric height was determined by differential leveling
 QT0025.and adjusted by the National Geodetic Survey in June 1991..
 QT0025
 QT0025.The geoid height was determined by GEOID03.
 QT0025
 QT0025.The dynamic height is computed by dividing the NAVD 88
 QT0025.geopotential number by the normal gravity value computed on the
 QT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0025.degrees latitude (g = 980.6199 gals.).
 QT0025
 QT0025.The modeled gravity was interpolated from observed gravity values.
 QT0025
 QT0025;                    North         East    Units  Estimated Accuracy
 QT0025;SPC ND S     -    32,670.      462,850.      MT  (+/- 180 meters Scaled)
 QT0025
 QT0025                          SUPERSEDED SURVEY CONTROL
 QT0025
 QT0025  NGVD 29 (??/??/92)  776.094  (m)         2546.24   (f) ADJ UNCH    2 0
 QT0025
 QT0025.Superseded values are not recommended for survey control.
 QT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0025.See file dsdata.txt to determine how the superseded data were derived.
 QT0025
 QT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGL116917(NAD 83)
 QT0025_MARKER: DB = BENCH MARK DISK
 QT0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QT0025_STAMPING: J 97 1934
 QT0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0025+STABILITY: SURFACE MOTION
 QT0025
 QT0025  HISTORY     - Date     Condition        Report By
 QT0025  HISTORY     - 1934     MONUMENTED       CGS
 QT0025  HISTORY     - 1938     GOOD             NGS
 QT0025  HISTORY     - 1974     MARK NOT FOUND   USGS
 QT0025
 QT0025                          STATION DESCRIPTION
 QT0025
 QT0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QT0025'0.6 MI E FROM PETREL.
 QT0025'0.6 MILE EAST ALONG A GRADED COUNTY ROAD (OLD STATE HIGHWAY 8)
 QT0025'FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 QT0025'STATION AT PETREL, ADAMS COUNTY, 210 FEET NORTHWEST OF THE CENTER
 QT0025'OF THE RAILROAD CROSSING, 161 FEET EAST OF THE EAST PASSING-TRACK
 QT0025'SWITCH, 95 FEET NORTHEAST OF THE NORTHEAST RAIL, 62 FEET WEST OF
 QT0025'THE CENTER LINE OF THE ROAD, AND 7 FEET SOUTH OF A POLE.  A
 QT0025'STANDARD DISK, STAMPED J 97 1934 AND SET IN THE TOP OF A CONCRETE
 QT0025'POST PROJECTING 6 INCHES ABOVE GROUND.
 QT0025
 QT0025                          STATION RECOVERY (1974)
 QT0025
 QT0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QT0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0243 ***********************************************************************
 RS0243  DESIGNATION -  J 98
 RS0243  PID         -  RS0243
 RS0243  STATE/COUNTY-  ND/BILLINGS
 RS0243  USGS QUAD   -  DRY BULLION CREEK (1979)
 RS0243
 RS0243                         *CURRENT SURVEY CONTROL
 RS0243  ___________________________________________________________________
 RS0243* NAD 83(1986)-  46 40 13.     (N)    103 38 20.     (W)     SCALED    
 RS0243* NAVD 88     -       780.362  (meters)    2560.24   (feet)  ADJUSTED  
 RS0243  ___________________________________________________________________
 RS0243  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 RS0243  DYNAMIC HT  -         780.339 (meters)    2560.16  (feet)  COMP
 RS0243  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 RS0243
 RS0243  VERT ORDER  -  SECOND    CLASS 0
 RS0243
 RS0243.The horizontal coordinates were scaled from a topographic map and have
 RS0243.an estimated accuracy of +/- 6 seconds.
 RS0243
 RS0243.The orthometric height was determined by differential leveling
 RS0243.and adjusted by the National Geodetic Survey in June 1991..
 RS0243
 RS0243.The geoid height was determined by GEOID03.
 RS0243
 RS0243.The dynamic height is computed by dividing the NAVD 88
 RS0243.geopotential number by the normal gravity value computed on the
 RS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0243.degrees latitude (g = 980.6199 gals.).
 RS0243
 RS0243.The modeled gravity was interpolated from observed gravity values.
 RS0243
 RS0243;                    North         East    Units  Estimated Accuracy
 RS0243;SPC ND S     -   116,360.      359,880.      MT  (+/- 180 meters Scaled)
 RS0243
 RS0243                          SUPERSEDED SURVEY CONTROL
 RS0243
 RS0243  NGVD 29 (??/??/92)  779.834  (m)         2558.51   (f) ADJ UNCH    2 0
 RS0243
 RS0243.Superseded values are not recommended for survey control.
 RS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0243.See file dsdata.txt to determine how the superseded data were derived.
 RS0243
 RS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM041694(NAD 83)
 RS0243_MARKER: DB = BENCH MARK DISK
 RS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0243_STAMPING: J-98 -- 1934
 RS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0243+STABILITY: SURFACE MOTION
 RS0243
 RS0243  HISTORY     - Date     Condition        Report By
 RS0243  HISTORY     - 1934     MONUMENTED       CGS
 RS0243  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0243
 RS0243                          STATION DESCRIPTION
 RS0243
 RS0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0243'23.6 MI S FROM MEDORA.
 RS0243'23.6 MILES SOUTH OF THE NORTHERN PACIFIC DEPOT AT MEDORA.  ON THE
 RS0243'NORTHEAST SLOPE OF A HILL ON WINDING ROAD.  50 YARDS SOUTHWEST OF CUT
 RS0243'IN HILL.  30 FEET NORTH OF CENTER LINE OF RIVER ROAD.  A STANDARD
 RS0243'TABLET SET IN TOP OF CONCRETE POST 1 INCH HIGH.  NOTE-- ABOUT 1100 FT
 RS0243'S OF THE N 1/4 COR OF SEC 23, T 137 N, R 103 W ON THE S SLOPE OF A
 RS0243'HILL ABOUT 50 YDS. E OF A DEEP RD. CUT.
 RS0243
 RS0243                          STATION RECOVERY (1974)
 RS0243
 RS0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0034 ***********************************************************************
 RS0034  DESIGNATION -  J 99
 RS0034  PID         -  RS0034
 RS0034  STATE/COUNTY-  ND/HETTINGER
 RS0034  USGS QUAD   -  MOTT NW (1966)
 RS0034
 RS0034                         *CURRENT SURVEY CONTROL
 RS0034  ___________________________________________________________________
 RS0034* NAD 83(1986)-  46 23 41.     (N)    102 27 52.     (W)     SCALED    
 RS0034* NAVD 88     -       740.995  (meters)    2431.08   (feet)  ADJUSTED  
 RS0034  ___________________________________________________________________
 RS0034  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 RS0034  DYNAMIC HT  -         740.949 (meters)    2430.93  (feet)  COMP
 RS0034  MODELED GRAV-     980,527.6   (mgal)                       NAVD 88
 RS0034
 RS0034  VERT ORDER  -  SECOND    CLASS 0
 RS0034
 RS0034.The horizontal coordinates were scaled from a topographic map and have
 RS0034.an estimated accuracy of +/- 6 seconds.
 RS0034
 RS0034.The orthometric height was determined by differential leveling
 RS0034.and adjusted by the National Geodetic Survey in June 1991..
 RS0034
 RS0034.The geoid height was determined by GEOID03.
 RS0034
 RS0034.The dynamic height is computed by dividing the NAVD 88
 RS0034.geopotential number by the normal gravity value computed on the
 RS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0034.degrees latitude (g = 980.6199 gals.).
 RS0034
 RS0034.The modeled gravity was interpolated from observed gravity values.
 RS0034
 RS0034;                    North         East    Units  Estimated Accuracy
 RS0034;SPC ND S     -    82,820.      448,930.      MT  (+/- 180 meters Scaled)
 RS0034
 RS0034                          SUPERSEDED SURVEY CONTROL
 RS0034
 RS0034  NGVD 29 (??/??/92)  740.474  (m)         2429.37   (f) ADJ UNCH    2 0
 RS0034
 RS0034.Superseded values are not recommended for survey control.
 RS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0034.See file dsdata.txt to determine how the superseded data were derived.
 RS0034
 RS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM949410(NAD 83)
 RS0034_MARKER: DB = BENCH MARK DISK
 RS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0034_STAMPING: J-99 1934
 RS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0034+STABILITY: SURFACE MOTION
 RS0034
 RS0034  HISTORY     - Date     Condition        Report By
 RS0034  HISTORY     - 1934     MONUMENTED       CGS
 RS0034  HISTORY     - 1938     GOOD             NGS
 RS0034  HISTORY     - 1968     GOOD             DOD
 RS0034
 RS0034                          STATION DESCRIPTION
 RS0034
 RS0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RS0034'4.9 MI SE FROM REGENT.
 RS0034'ALONG THE MILWAUKEE RAILROAD, 4.9 MILES SOUTHEAST OF THE STATION AT
 RS0034'REGENT, 6.9 MILES NORTHWEST OF THE STATION AT MOTT, 300 FEET SOUTHEAST
 RS0034'OF A WOODEN TRESTLE NO. A 660, 150 FEET SOUTHEAST OF MILEPOST 111, 50
 RS0034'FEET EAST OF THE CENTER OF THE INTERSECTION OF THE RAILROAD AND A
 RS0034'COUNTY ROAD, 41.6 FEET NORTHEAST OF THE CENTER OF THE TRACK, 19 FEET
 RS0034'SOUTHEAST OF A CORNER POST, 7.0 FEET SOUTHWEST OF THE RIGHT OF WAY
 RS0034'FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 RS0034
 RS0034                          STATION RECOVERY (1968)
 RS0034
 RS0034'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2090 ***********************************************************************
 TE2090  DESIGNATION -  JACK
 TE2090  PID         -  TE2090
 TE2090  STATE/COUNTY-  ND/PIERCE
 TE2090  USGS QUAD   -  NANSON (1971)
 TE2090
 TE2090                         *CURRENT SURVEY CONTROL
 TE2090  ___________________________________________________________________
 TE2090* NAD 83(1996)-  48 30 29.17764(N)    099 46 20.86844(W)     ADJUSTED  
 TE2090* NAVD 88     -       554.1    (meters)    1818.     (feet)  VERTCON   
 TE2090  ___________________________________________________________________
 TE2090  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 TE2090  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 TE2090
 TE2090  HORZ ORDER  -  SECOND
 TE2090
 TE2090.The horizontal coordinates were established by classical geodetic methods
 TE2090.and adjusted by the National Geodetic Survey in January 1998..
 TE2090
 TE2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2090
 TE2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2090
 TE2090.The geoid height was determined by GEOID03.
 TE2090
 TE2090;                    North         East     Units Scale Factor Converg.
 TE2090;SPC ND N     -   167,930.222   653,754.624   MT  0.99996314   +0 32 29.0
 TE2090;SPC ND N     -   550,952.17  2,144,864.25   iFT  0.99996314   +0 32 29.0
 TE2090;UTM  14      - 5,373,064.576   442,946.002   MT  0.99963999   -0 34 43.1
 TE2090
 TE2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2090!SPC ND N     -   0.99991663  x   0.99996314  =   0.99987977
 TE2090!UTM  14      -   0.99991663  x   0.99963999  =   0.99955665
 TE2090
 TE2090:                Primary Azimuth Mark                     Grid Az
 TE2090:SPC ND N     -  CLAUDE                                   006 29 38.8
 TE2090:UTM  14      -  CLAUDE                                   007 36 50.9
 TE2090
 TE2090|---------------------------------------------------------------------|
 TE2090| PID    Reference Object                     Distance      Geod. Az  |
 TE2090|                                                           dddmmss.s |
 TE2090| TE2088 CLAUDE                              APPROX.14.3 KM 0070207.8 |
 TE2090| CO7018 JACK RM 1                            18.153 METERS 01802     |
 TE2090| CO7019 JACK RM 2                            20.135 METERS 11820     |
 TE2090|---------------------------------------------------------------------|
 TE2090
 TE2090                          SUPERSEDED SURVEY CONTROL
 TE2090
 TE2090  NAD 83(1986)-  48 30 29.18134(N)    099 46 20.86050(W) AD(       ) 2
 TE2090  NAD 27      -  48 30 29.19801(N)    099 46 19.34911(W) AD(       ) 2
 TE2090  NGVD 29 (07/19/86)  553.7    (m)         1817.     (f) VERT ANG       
 TE2090
 TE2090.Superseded values are not recommended for survey control.
 TE2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2090.See file dsdata.txt to determine how the superseded data were derived.
 TE2090
 TE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4294673065(NAD 83)
 TE2090_MARKER: DD = SURVEY DISK
 TE2090_SETTING: 0 = UNSPECIFIED SETTING
 TE2090
 TE2090  HISTORY     - Date     Condition        Report By
 TE2090  HISTORY     - 1968     MONUMENTED       USGS
 TE2090
 TE2090                          STATION DESCRIPTION
 TE2090
 TE2090'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2090'THE STATION IS ABOUT 26.2 MI W. OF CANDO, N. DAK., NEAR THE CENTER OF
 TE2090'THE W. HALF SEC. 13, T. 158 N., R. 71 W., ABOUT 0.5 MI N. OF STATE
 TE2090'HWY. 17, 14 FT E. OF SE. COR. OF SMALL BUILDING THAT IS W. OF A
 TE2090'RADIO TOWER, ON TOP OF MIDDLE AND HIGHEST HILL OF THREE HIGH HILLS.
 TE2090'
 TE2090'TO REACH FROM THE INTERSECTION OF U. S. HWY. 281 AND STATE HWY. 17 IN
 TE2090'CANDO, GO W. ON STATE HWY. 17 FOR 27.0 MI TO A T-RD. S. AND DIM
 TE2090'TRAIL N., TURN RIGHT AND FOLLOW DIM TRAIL FOR 0.35 MI N. TO A WIRE
 TE2090'GATE ON THE RIGHT, GO THROUGH GATE AND FOLLOW TRAIL E. AND NE. FOR
 TE2090'0.25 MI TO TOP OF MIDDLE AND HIGHEST HILL AND STATION ON LEFT.
 TE2090'
 TE2090'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2090'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE2090'TO WITHIN 1 IN. OF CAP.  STAMPED ET JACK 1968, IS 7 FT S. AND 10 FT
 TE2090'E. OF CENTER OF RADIO TOWER, 12 FT N. AND 10 FT E. OF POWER LINE
 TE2090'POLE, 14.5 FT E. OF SE. COR. OF A BUILDING, THE MARK IS FLUSH
 TE2090'WITH THE GROUND.
 TE2090'
 TE2090'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2090'COATED ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE2090'TO WITHIN 1 IN. OF CAP.  STAMPED JACK NO 1 1968, IS NNE. OF THE
 TE2090'STATION, 44 FT N. AND 33 FT E. OF NE. COR. OF A BUILDING, IT IS ON
 TE2090'THE NE. SLOPE OF THE HILL AND IS FLUSH WITH THE GROUND.
 TE2090'
 TE2090'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2090'COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE2090'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED JACK NO 2 1968 IS ESE. OF
 TE2090'THE STATION, 36 FT S. AND 73 FT E. OF SE. COR. OF A BUILDING, 18 FT
 TE2090'N.  OF A DIM TRAIL E., IT IS ON THE E. SLOPE OF THE HILL AND IS
 TE2090'FLUSH WITH THE GROUND.
 TE2090'
 TE2090'NO AZIMUTH MARK SET.
 TE2090'
 TE2090'REFERENCE AZIMUTH USED - THE LUTHERAN CHURCH OF WOLFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1717 ***********************************************************************
 SN1717  DESIGNATION -  JACK
 SN1717  PID         -  SN1717
 SN1717  STATE/COUNTY-  ND/OLIVER
 SN1717  USGS QUAD   -  RED BUTTE (1968)
 SN1717
 SN1717                         *CURRENT SURVEY CONTROL
 SN1717  ___________________________________________________________________
 SN1717* NAD 83(1996)-  47 11 08.84956(N)    101 34 47.97632(W)     ADJUSTED  
 SN1717* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 SN1717  ___________________________________________________________________
 SN1717  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 SN1717  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SN1717
 SN1717  HORZ ORDER  -  SECOND
 SN1717
 SN1717.The horizontal coordinates were established by classical geodetic methods
 SN1717.and adjusted by the National Geodetic Survey in January 1998..
 SN1717
 SN1717.The orthometric height was scaled from a topographic map.
 SN1717
 SN1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1717
 SN1717.The geoid height was determined by GEOID03.
 SN1717
 SN1717;                    North         East     Units Scale Factor Converg.
 SN1717;SPC ND S     -   169,426.356   518,151.487   MT  0.99995461   -0 47 15.8
 SN1717;SPC ND S     -   555,860.75  1,699,972.07   iFT  0.99995461   -0 47 15.8
 SN1717;UTM  14      - 5,229,040.034   304,540.447   MT  1.00006955   -1 53 35.4
 SN1717
 SN1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1717!SPC ND S     -   0.99989504  x   0.99995461  =   0.99984965
 SN1717!UTM  14      -   0.99989504  x   1.00006955  =   0.99996458
 SN1717
 SN1717|---------------------------------------------------------------------|
 SN1717| PID    Reference Object                     Distance      Geod. Az  |
 SN1717|                                                           dddmmss.s |
 SN1717| CQ7912 JACK RM 2                            15.669 METERS 09705     |
 SN1717| CQ7911 JACK RM 1                            26.140 METERS 28443     |
 SN1717| SN1727 BEULAH MUNICIPAL WATER TANK         APPROX.17.5 KM 3004030.4 |
 SN1717| SN1708 HAZEN MUNICIPAL WATER TANK          APPROX.12.5 KM 3453017.3 |
 SN1717|---------------------------------------------------------------------|
 SN1717
 SN1717                          SUPERSEDED SURVEY CONTROL
 SN1717
 SN1717  NAD 83(1986)-  47 11 08.84738(N)    101 34 47.96605(W) AD(       ) 2
 SN1717  NAD 27      -  47 11 08.83471(N)    101 34 46.37821(W) AD(       ) 2
 SN1717
 SN1717.Superseded values are not recommended for survey control.
 SN1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1717.See file dsdata.txt to determine how the superseded data were derived.
 SN1717
 SN1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT0454029040(NAD 83)
 SN1717_MARKER: DD = SURVEY DISK
 SN1717_SETTING: 0 = UNSPECIFIED SETTING
 SN1717
 SN1717  HISTORY     - Date     Condition        Report By
 SN1717  HISTORY     - 1967     MONUMENTED       USGS
 SN1717
 SN1717                          STATION DESCRIPTION
 SN1717
 SN1717'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1717'THE STATION IS LOCATED ABOUT 7.8 MI S. AND 2.0 MI E. OF HAZEN, T. 143
 SN1717'N., R. 86 W., IN THE SE 1/4 OF SEC. 21.
 SN1717'
 SN1717'TO REACH THE STATION FROM THE POST OFFICE IN HAZEN, GO ONEHALF
 SN1717'BLOCK S. AND 1 BLOCK E. TO THE RR. CROSSING OF MERCER COUNTY HWY. 7
 SN1717'AND THE NORTHERN PACIFIC RR.  GO S. ACROSS THE KNIFE RIVER BRIDGE
 SN1717'FOR 7.7 MI TO T-RD. E., TURN LEFT AND GO 1.9 MI TO A CATTLEGUARD,
 SN1717'CONTINUE ON PRIVATE RD. FOR 0.1 MI, BEAR LEFT AND GO NW. FOR
 SN1717'0.2 MI ACROSS PASTURE AND UP TO THE TOP OF THE BUTTE TO THE
 SN1717'STATION.
 SN1717'
 SN1717'STATION MARK IS ON THE HIGHEST POINT OF A FLAT BUTTE APPROX. 0.3 MI
 SN1717'NNW. OF THE FARMHOUSE OF THE LANDOWNER, JOHN BAIER.  STAMPED ET
 SN1717'JACK 1967.
 SN1717'
 SN1717'REFERENCE MARK NO. 1 IS W. OF THE STATION.  STAMPED JACK NO 1.
 SN1717'
 SN1717'REFERENCE MARK NO. 2 IS E. OF THE STATION.  STAMPED JACK NO 2.
 SN1717'
 SN1717'AZIMUTH MARK - BEULAH MWT, APPROX. 11.0 MI NW.
 SN1717'
 SN1717'AZIMUTH MARK - HAZEN MWT, APPROX. 8.0 MI NNW.
 SN1717'
 SN1717'STATION MARK, RM NO. 1 AND RM NO. 2 ARE FLUSH WITH THE GROUND.
 SN1717'STANDARD TABLETS CRIMPED ON ONE-HALF IN. COPPER COATED RODS,
 SN1717'CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED WITH GRAVEL TO
 SN1717'WITHIN 1 IN. OF THE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1541 ***********************************************************************
 SN1541  DESIGNATION -  JACOB
 SN1541  PID         -  SN1541
 SN1541  STATE/COUNTY-  ND/WELLS
 SN1541  USGS QUAD   -  PONY GULCH (1978)
 SN1541
 SN1541                         *CURRENT SURVEY CONTROL
 SN1541  ___________________________________________________________________
 SN1541* NAD 83(1996)-  47 32 59.44722(N)    100 01 17.18454(W)     ADJUSTED  
 SN1541* NAVD 88     -       622.81   (+/-2cm)    2043.3    (feet)  VERTCON   
 SN1541  ___________________________________________________________________
 SN1541  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 SN1541  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 SN1541
 SN1541  HORZ ORDER  -  FIRST
 SN1541  VERT ORDER  -  THIRD ? (See Below)
 SN1541
 SN1541.The horizontal coordinates were established by classical geodetic methods
 SN1541.and adjusted by the National Geodetic Survey in January 1998..
 SN1541
 SN1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1541.The vertical order pertains to the NGVD 29 superseded value.
 SN1541
 SN1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1541
 SN1541.The geoid height was determined by GEOID03.
 SN1541
 SN1541;                    North         East     Units Scale Factor Converg.
 SN1541;SPC ND N     -    61,244.146   636,021.281   MT  0.99997913   +0 21 22.0
 SN1541;SPC ND N     -   200,932.24  2,086,683.99   iFT  0.99997913   +0 21 22.0
 SN1541;UTM  14      - 5,266,775.010   423,145.038   MT  0.99967259   -0 45 13.4
 SN1541
 SN1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1541!SPC ND N     -   0.99990585  x   0.99997913  =   0.99988498
 SN1541!UTM  14      -   0.99990585  x   0.99967259  =   0.99957847
 SN1541
 SN1541|---------------------------------------------------------------------|
 SN1541| PID    Reference Object                     Distance      Geod. Az  |
 SN1541|                                                           dddmmss.s |
 SN1541| CO5694 JACOB RM 1                           13.849 METERS 17852     |
 SN1541| CO5693 JACOB AZ MK                                        2673037.0 |
 SN1541| CO5695 JACOB RM 2                           11.278 METERS 28700     |
 SN1541|---------------------------------------------------------------------|
 SN1541
 SN1541                          SUPERSEDED SURVEY CONTROL
 SN1541
 SN1541  NAD 83(1986)-  47 32 59.45317(N)    100 01 17.18354(W) AD(       ) 1
 SN1541  NAD 27      -  47 32 59.46600(N)    100 01 15.72900(W) AD(       ) 1
 SN1541  NGVD 29 (07/19/86)  622.39   (m)         2042.0    (f) LEVELING    3  
 SN1541
 SN1541.Superseded values are not recommended for survey control.
 SN1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1541.See file dsdata.txt to determine how the superseded data were derived.
 SN1541
 SN1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2314566775(NAD 83)
 SN1541_MARKER: DS = TRIANGULATION STATION DISK
 SN1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1541
 SN1541  HISTORY     - Date     Condition        Report By
 SN1541  HISTORY     - 1941     MONUMENTED       CGS
 SN1541  HISTORY     - 1960     GOOD             CGS
 SN1541
 SN1541                          STATION DESCRIPTION
 SN1541
 SN1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1541'STATION IS LOCATED ABOUT 7 MILES N AND 4.5 MILES W OF HURDSFIELD
 SN1541'ON A GRASS KNOLL IN A CULTIVATED FIELD, ON LAND OWNED BY JACOB
 SN1541'WENNEBERG, IN THE SW 1/4, NE 1/4 SEC. 18, T. 147 N, R. 73 W.
 SN1541'IT IS ABOUT 0.5 MILE E OF THE FARMHOUSE OF MR. WENNENBERG AND
 SN1541'11 FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED JACOB 1941
 SN1541'AND PROJECTS 4 INCHES.
 SN1541'
 SN1541'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1541'BRONZE DISKS SET IN CONCRETE.
 SN1541'
 SN1541'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS STAMPED JACOB
 SN1541'NO. 1 1941 AND PROJECTS 3 INCHES.
 SN1541'
 SN1541'REFERENCE MARK NO. 2 IS W BY N OF THE STATION.  IT IS STAMPED
 SN1541'JACOB NO. 2 1941 AND PROJECTS 4 INCHES.
 SN1541'
 SN1541'THE AZIMUTH MARK IS W OF THE STATION IN THE FARMYARD OF MR.
 SN1541'WENNENBERG.  IT IS 3.5 FEET SE OF A WHITE REFERENCE POST,
 SN1541'1.5 FEET E OF A CHICKEN HOUSE AND 100 FEET S OF A BARN.  IT
 SN1541'IS STAMPED JACOB 1941 AND PROJECTS 6 INCHES.
 SN1541'
 SN1541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 SN1541'AND 3 SE OF HURDSFIELD, GO N ON STATE HIGHWAY 3 FOR 8.0 MILES
 SN1541'AND TURN LEFT (W) AT A CROSS ROAD JUST BEFORE REACHING A TWO-STORY
 SN1541'HOUSE ON THE RIGHT.  GO 5.0 MILES TO A T-ROAD TO THE LEFT.  TURN
 SN1541'LEFT AND GO 0.65 MILE TO A LANE LEADING TO THE FARMYARD OF
 SN1541'MR. WENNENBERG.  TURN LEFT (E) FOR 0.1 MILE TO FARMYARD AND
 SN1541'THE AZIMUTH MARK.  CONTINUE AHEAD (E) THROUGH A GATE AND
 SN1541'ACROSS A CULTIVATED FIELD FOR 0.4 MILE TO THE TOP OF THE HILL
 SN1541'AND THE STATION.
 SN1541'
 SN1541'A 24-FOOT SIGNAL AT FALLON, A 24-FOOT SIGNAL AT CRYSTAL, A
 SN1541'24-FOOT SIGNAL AT HURD, AND A 37-FOOT SIGNAL AT RICH ARE VISIBLE
 SN1541'ON THE GROUND.
 SN1541'
 SN1541'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 SN1541
 SN1541                          STATION RECOVERY (1960)
 SN1541
 SN1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SN1541'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1541'CONDITION.  THE FARM BUILDINGS, 0.4 MILE WEST OF THE STATION,
 SN1541'HAVE BEEN ABANDONED AND ARE IN POOR REPAIR.
 SN1541'
 SN1541'THE AZIMUTH MARK RECOVERED AS DESCRIBED FROM THE BARN AT THE
 SN1541'OLD FARM BUILDINGS.
 SN1541'
 SN1541'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0742 ***********************************************************************
 SO0742  DESIGNATION -  JAEGER
 SO0742  PID         -  SO0742
 SO0742  STATE/COUNTY-  ND/MERCER
 SO0742  USGS QUAD   -  WILLOW CREEK EAST (1973)
 SO0742
 SO0742                         *CURRENT SURVEY CONTROL
 SO0742  ___________________________________________________________________
 SO0742* NAD 83(1996)-  47 02 53.27187(N)    102 04 18.33973(W)     ADJUSTED  
 SO0742* NAVD 88     -       702.7    (meters)    2305.     (feet)  VERTCON   
 SO0742  ___________________________________________________________________
 SO0742  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 SO0742  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 SO0742
 SO0742  HORZ ORDER  -  FIRST
 SO0742
 SO0742.The horizontal coordinates were established by classical geodetic methods
 SO0742.and adjusted by the National Geodetic Survey in January 1998..
 SO0742
 SO0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0742
 SO0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0742
 SO0742.The geoid height was determined by GEOID03.
 SO0742
 SO0742;                    North         East     Units Scale Factor Converg.
 SO0742;SPC ND S     -   154,755.107   480,580.342   MT  0.99994278   -1 08 47.1
 SO0742;SPC ND S     -   507,726.73  1,576,707.16   iFT  0.99994278   -1 08 47.1
 SO0742;UTM  13      - 5,214,674.430   722,414.240   MT  1.00020802   +2 08 38.9
 SO0742;UTM  14      - 5,215,092.560   266,685.271   MT  1.00026909   -2 14 57.5
 SO0742
 SO0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0742!SPC ND S     -   0.99989281  x   0.99994278  =   0.99983559
 SO0742!UTM  13      -   0.99989281  x   1.00020802  =   1.00010080
 SO0742!UTM  14      -   0.99989281  x   1.00026909  =   1.00016187
 SO0742
 SO0742|---------------------------------------------------------------------|
 SO0742| PID    Reference Object                     Distance      Geod. Az  |
 SO0742|                                                           dddmmss.s |
 SO0742| CQ7918 JAEGER RM 1                          12.921 METERS 18137     |
 SO0742| CQ7917 JAEGER AZ MK                                       2262641.3 |
 SO0742| CQ7919 JAEGER RM 2                          12.640 METERS 26516     |
 SO0742|---------------------------------------------------------------------|
 SO0742
 SO0742                          SUPERSEDED SURVEY CONTROL
 SO0742
 SO0742  NAD 83(1986)-  47 02 53.26730(N)    102 04 18.33181(W) AD(       ) 1
 SO0742  NAD 27      -  47 02 53.23400(N)    102 04 16.72500(W) AD(       ) 1
 SO0742  NGVD 29 (07/19/86)  702.3    (m)         2304.     (f) VERT ANG       
 SO0742
 SO0742.Superseded values are not recommended for survey control.
 SO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0742.See file dsdata.txt to determine how the superseded data were derived.
 SO0742
 SO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN2241414674(NAD 83)
 SO0742_MARKER: DS = TRIANGULATION STATION DISK
 SO0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0742
 SO0742  HISTORY     - Date     Condition        Report By
 SO0742  HISTORY     - 1951     MONUMENTED       CGS
 SO0742  HISTORY     - 1959     GOOD             CGS
 SO0742
 SO0742                          STATION DESCRIPTION
 SO0742
 SO0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0742'THE STATION IS ABOUT 10 MILES NORTH OF HEBRON, ON THE SUMMIT
 SO0742'OF A HIGH HILL.
 SO0742'
 SO0742'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, NORTH DAKOTA,
 SO0742'GO WEST ON THE MAIN STREET FOR 0.2 MILE TO A CROSS ROAD AND A
 SO0742'PHILLIPS SERVICE STATION ON THE LEFT.  THEN RIGHT, NORTH, FOR
 SO0742'0.4 MILE TO A CROSS ROAD.  THEN LEFT, WEST, FOR 0.1 MILE TO A
 SO0742'T-INTERSECTION.  THEN RIGHT, NORTH, FOR 2.0 MILES TO A CROSS
 SO0742'ROAD.  THEN LEFT, WEST, FOR 2.0 MILES TO A CROSS ROAD.  THEN
 SO0742'RIGHT, NORTH AND EAST, FOR 5.3 MILES TO A T-INTERSECTION.
 SO0742'THEN LEFT, WEST AND NORTH, FOR 2.4 MILES TO A CROSS ROAD AND
 SO0742'SCHOOL HOUSE ON THE RIGHT.  THEN RIGHT, EAST, FOR 1.4 MILES
 SO0742'TO A T-INTERSECTION--THEN LEFT, NORTH, FOR 0.2 MILE TO A
 SO0742'DRIVEWAY ON THE LEFT AND TWO GATES ON THE RIGHT.  THEN
 SO0742'RIGHT THROUGH THE NORTH GATE FOR 0.4 MILE.  THEN BEAR LEFT
 SO0742'AND PICK WAY NORTH FOR 0.5 MILE TO TOP OF HILL AND
 SO0742'STATION AS DESCRIBED.
 SO0742'
 SO0742'THE STATION MARK IS 10 FEET NORTHWEST OF A ROCK PILE.  THE
 SO0742'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED JAEGER 1951.
 SO0742'
 SO0742'REFERENCE MARK NO. 1 IS ON THE SOUTH EDGE OF THE HILL.  THE
 SO0742'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JAEGER NO 1
 SO0742'1951.
 SO0742'
 SO0742'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE HILL.  THE
 SO0742'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JAEGER NO 2 1951.
 SO0742'
 SO0742'THE AZIMUTH MARK IS 27 FEET EAST OF THE GRADED ROAD, AND 1
 SO0742'FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 SO0742'DISK IS STAMPED JAEGER 1951.
 SO0742'
 SO0742'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 SO0742'CYLINDERS.
 SO0742
 SO0742                          STATION RECOVERY (1959)
 SO0742
 SO0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 SO0742'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0742'CONDITION.
 SO0742'
 SO0742'THE AZIMUTH MARK IS NEAR THE FENCE LINE ACROSS THE ROAD FROM A
 SO0742'FARMHOUSE AND IS NEAR THE FIRST FENCE POST NORTH OF THE
 SO0742'NORTH GATE WHERE DESCRIPTION LEAVES THE MAIN ROAD.
 SO0742'
 SO0742'THE DESCRIPTION TO REACH THE STATION IS ACCURATE WITH THE
 SO0742'EXCEPTION OF THE MILEAGE FROM THE SCHOOL HOUSE EAST TO A
 SO0742'T-INTERSECTION.  THIS MILEAGE SHOULD READ 1.0 MILE INSTEAD OF
 SO0742'1.4 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1662 ***********************************************************************
 SN1662  DESIGNATION -  JAMES
 SN1662  PID         -  SN1662
 SN1662  STATE/COUNTY-  ND/MCLEAN
 SN1662  USGS QUAD   -  UNDERWOOD (1980)
 SN1662
 SN1662                         *CURRENT SURVEY CONTROL
 SN1662  ___________________________________________________________________
 SN1662* NAD 83(1996)-  47 24 54.55746(N)    101 09 05.97994(W)     ADJUSTED  
 SN1662* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 SN1662  ___________________________________________________________________
 SN1662  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 SN1662  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 SN1662
 SN1662  HORZ ORDER  -  SECOND
 SN1662
 SN1662.The horizontal coordinates were established by classical geodetic methods
 SN1662.and adjusted by the National Geodetic Survey in January 1998..
 SN1662
 SN1662.The orthometric height was scaled from a topographic map.
 SN1662
 SN1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1662
 SN1662.The geoid height was determined by GEOID03.
 SN1662
 SN1662;                    North         East     Units Scale Factor Converg.
 SN1662;SPC ND N     -    46,365.401   550,822.890   MT  1.00000362   -0 29 05.7
 SN1662;SPC ND N     -   152,117.46  1,807,161.71   iFT  1.00000362   -0 29 05.7
 SN1662;SPC ND S     -   194,566.759   550,823.674   MT  0.99998720   -0 28 31.1
 SN1662;SPC ND S     -   638,342.39  1,807,164.28   iFT  0.99998720   -0 28 31.1
 SN1662;UTM  14      - 5,253,544.824   337,693.295   MT  0.99992375   -1 35 04.4
 SN1662
 SN1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1662!SPC ND N     -   0.99990612  x   1.00000362  =   0.99990974
 SN1662!SPC ND S     -   0.99990612  x   0.99998720  =   0.99989332
 SN1662!UTM  14      -   0.99990612  x   0.99992375  =   0.99982988
 SN1662
 SN1662:                Primary Azimuth Mark                     Grid Az
 SN1662:SPC ND N     -  UNDERWOOD WATER TANK                     013 33 39.3
 SN1662:SPC ND S     -  UNDERWOOD WATER TANK                     013 33 04.7
 SN1662:UTM  14      -  UNDERWOOD WATER TANK                     014 39 38.0
 SN1662
 SN1662|---------------------------------------------------------------------|
 SN1662| PID    Reference Object                     Distance      Geod. Az  |
 SN1662|                                                           dddmmss.s |
 SN1662| SN1661 UNDERWOOD WATER TANK                APPROX. 4.6 KM 0130433.6 |
 SN1662| CQ7921 JAMES RM 2                           16.265 METERS 18434     |
 SN1662| CQ7920 JAMES RM 1                           11.496 METERS 32555     |
 SN1662|---------------------------------------------------------------------|
 SN1662
 SN1662                          SUPERSEDED SURVEY CONTROL
 SN1662
 SN1662  NAD 83(1986)-  47 24 54.55697(N)    101 09 05.96963(W) AD(       ) 2
 SN1662  NAD 27      -  47 24 54.57264(N)    101 09 04.42506(W) AD(       ) 2
 SN1662
 SN1662.Superseded values are not recommended for survey control.
 SN1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1662.See file dsdata.txt to determine how the superseded data were derived.
 SN1662
 SN1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3769353545(NAD 83)
 SN1662_MARKER: DD = SURVEY DISK
 SN1662_SETTING: 0 = UNSPECIFIED SETTING
 SN1662
 SN1662  HISTORY     - Date     Condition        Report By
 SN1662  HISTORY     - 1967     MONUMENTED       USGS
 SN1662  HISTORY     - 1975     GOOD             LOCENG
 SN1662
 SN1662                          STATION DESCRIPTION
 SN1662
 SN1662'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN1662'THE STATION IS LOCATED ABOUT 3.0 MI S. AND 0.5 MI W. OF UNDERWOOD,
 SN1662'T. 146 N., R. 82 W., NEAR THE SW. COR. OF THE SE 1/4 OF SEC. 32.
 SN1662'
 SN1662'TO REACH THE STATION FROM THE RR. CROSSING AND MAIN STREET IN THE
 SN1662'TOWN OF UNDERWOOD, GO W. ALONG MAIN STREET FOR 0.3 MI (5 BLOCKS) TO
 SN1662'END OF STREET, TURN LEFT (S.) AND GO 2.8 MI TO CROSSROADS, TURN
 SN1662'RIGHT (W.) AND GO 0.4 MI TO STATION ON RIGHT (N.) NEAR 4 LEG STEEL
 SN1662'POWER TOWER.
 SN1662'
 SN1662'STATION MARK IS 3 FT N. AND 2 FT E. OF THE SE. LEG OF TOWER, 14 FT
 SN1662'S. AND 16 FT E. OF CENTER OF TOWER, 89 FT N. OF CENTER OF RD., 2 FT
 SN1662'E. OF USGS WITNESS POST.  STAMPED ET JAMES 1967.
 SN1662'
 SN1662'REFERENCE MARK NO. 1 IS NW. OF STATION, 3 FT SE. OF THE NW. LEG OF
 SN1662'TOWER.  STAMPED JAMES NO 1 1967.
 SN1662'
 SN1662'REFERENCE MARK NO. 2 IS SE. OF THE STATION, 51 FT S. OF THE SE. LEG
 SN1662'OF THE TOWER, 38 FT N. OF CENTER OF RD.  STAMPED JAMES NO 2 1967.
 SN1662'
 SN1662'AZIMUTH MARK - NONE SET.
 SN1662'
 SN1662'REFERENCE AZIMUTH TO TOP CENTER OF W.T. IN UNDERWOOD.
 SN1662'
 SN1662'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 SN1662'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES,
 SN1662'12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1662
 SN1662                          STATION RECOVERY (1975)
 SN1662
 SN1662'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (JP)
 SN1662'ET JAMES 1967 RECOVERED GOOD.
 SN1662'
 SN1662'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 3 MILES SOUTH 1/2
 SN1662'MILE WEST UNDERWOOD, N. DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0696 ***********************************************************************
 RQ0696  DESIGNATION -  JAMESTOWN COLLEGE PWR PLT STK
 RQ0696  PID         -  RQ0696
 RQ0696  STATE/COUNTY-  ND/STUTSMAN
 RQ0696  USGS QUAD   -  JAMESTOWN (1990)
 RQ0696
 RQ0696                         *CURRENT SURVEY CONTROL
 RQ0696  ___________________________________________________________________
 RQ0696* NAD 83(1996)-  46 54 46.64098(N)    098 41 49.16057(W)     ADJUSTED  
 RQ0696* NAVD 88     -                                                        
 RQ0696  ___________________________________________________________________
 RQ0696  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 RQ0696  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RQ0696
 RQ0696  HORZ ORDER  -  THIRD
 RQ0696
 RQ0696.The horizontal coordinates were established by classical geodetic methods
 RQ0696.and adjusted by the National Geodetic Survey in January 1998..
 RQ0696
 RQ0696
 RQ0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0696
 RQ0696.The geoid height was determined by GEOID03.
 RQ0696
 RQ0696;                    North         East     Units Scale Factor Converg.
 RQ0696;SPC ND S     -   140,109.893   737,331.603   MT  0.99993678   +1 18 54.3
 RQ0696;SPC ND S     -   459,678.13  2,419,066.94   iFT  0.99993678   +1 18 54.3
 RQ0696;UTM  14      - 5,195,535.840   523,073.961   MT  0.99960654   +0 13 16.7
 RQ0696
 RQ0696                          SUPERSEDED SURVEY CONTROL
 RQ0696
 RQ0696  NAD 83(1986)-  46 54 46.64432(N)    098 41 49.15112(W) AD(       ) 4
 RQ0696  NAD 27      -  46 54 46.68100(N)    098 41 47.79500(W) AD(       ) 3
 RQ0696
 RQ0696.Superseded values are not recommended for survey control.
 RQ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0696.See file dsdata.txt to determine how the superseded data were derived.
 RQ0696
 RQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2307495536(NAD 83)
 RQ0696_MARKER: 63 = STACK
 RQ0696
 RQ0696  HISTORY     - Date     Condition        Report By
 RQ0696  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0696  HISTORY     - 1966     GOOD             CGS
 RQ0696  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 RQ0696
 RQ0696                          STATION DESCRIPTION
 RQ0696
 RQ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0696'POINT OBSERVED UPON IS THE CENTER OF THE 75-FOOT HEXAGONAL RED
 RQ0696'BRICK STACK OF THE POWER PLANT OF THE JAMESTOWN COLLEGE,
 RQ0696'LOCATED ON BLUFF BETWEEN GYM AND THE NEW STADIUM, WHICH IS
 RQ0696'NOW UNDER CONSTRUCTION.
 RQ0696'
 RQ0696'THIS STATION WAS OBSERVED UPON FROM HOMER, SCHUMBURG, AND
 RQ0696'JAMESTOWN.
 RQ0696
 RQ0696                          STATION RECOVERY (1966)
 RQ0696
 RQ0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 RQ0696'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1934 DESCRIPTION.
 RQ0696
 RQ0696                          STATION RECOVERY (2006)
 RQ0696
 RQ0696'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0696'THERE IS NO STACK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0693 ***********************************************************************
 RQ0693  DESIGNATION -  JAMESTOWN JCT RAD KAC 875 MST
 RQ0693  PID         -  RQ0693
 RQ0693  STATE/COUNTY-  ND/STUTSMAN
 RQ0693  USGS QUAD   -  HOMER (1990)
 RQ0693
 RQ0693                         *CURRENT SURVEY CONTROL
 RQ0693  ___________________________________________________________________
 RQ0693* NAD 83(1996)-  46 51 49.41606(N)    098 38 56.27419(W)     ADJUSTED  
 RQ0693* NAVD 88     -                                                        
 RQ0693  ___________________________________________________________________
 RQ0693  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 RQ0693  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 RQ0693
 RQ0693  HORZ ORDER  -  THIRD
 RQ0693
 RQ0693.The horizontal coordinates were established by classical geodetic methods
 RQ0693.and adjusted by the National Geodetic Survey in January 1998..
 RQ0693
 RQ0693
 RQ0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0693
 RQ0693.The geoid height was determined by GEOID03.
 RQ0693
 RQ0693;                    North         East     Units Scale Factor Converg.
 RQ0693;SPC ND S     -   134,724.098   741,117.762   MT  0.99993598   +1 21 00.4
 RQ0693;SPC ND S     -   442,008.20  2,431,488.72   iFT  0.99993598   +1 21 00.4
 RQ0693;UTM  14      - 5,190,080.542   526,755.402   MT  0.99960880   +0 15 22.2
 RQ0693
 RQ0693                          SUPERSEDED SURVEY CONTROL
 RQ0693
 RQ0693  NAD 83(1986)-  46 51 49.41995(N)    098 38 56.26476(W) AD(       ) 4
 RQ0693  NAD 27      -  46 51 49.46300(N)    098 38 54.91000(W) AD(       ) 3
 RQ0693
 RQ0693.Superseded values are not recommended for survey control.
 RQ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0693.See file dsdata.txt to determine how the superseded data were derived.
 RQ0693
 RQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2675590081(NAD 83)
 RQ0693_MARKER: 43 = RADIO/TV TOWER
 RQ0693
 RQ0693  HISTORY     - Date     Condition        Report By
 RQ0693  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0693
 RQ0693                          STATION DESCRIPTION
 RQ0693
 RQ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0693'THE STATION IS THE TOP CENTER OF THE RADIO MAST LOCATED 1.75
 RQ0693'MILES EAST AND 1.25 MILES SOUTH OF THE NORTH DAKOTA STATE
 RQ0693'HOSPITAL, 1.0 MILE EAST OF JAMESTOWN JUNCTION, 0.75 MILE
 RQ0693'SOUTH OF THE JAMES RIVER, AND ON THE GRAVEL ROAD LEADING TO
 RQ0693'REEVES.  IT IS LOCATED IN THE SOUTHWEST 1/4 OF SEC. 9, T. 139
 RQ0693'N., R. 63 W.
 RQ0693'
 RQ0693'THE MAST IS 200 FEET HIGH AND IS THE PROPERTY OF THE BUREAU OF
 RQ0693'RECLAMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0691 ***********************************************************************
 RQ0691  DESIGNATION -  JAMESTOWN KXJB MICROWAVE MAST
 RQ0691  PID         -  RQ0691
 RQ0691  STATE/COUNTY-  ND/STUTSMAN
 RQ0691  USGS QUAD   -  BLOOM (1975)
 RQ0691
 RQ0691                         *CURRENT SURVEY CONTROL
 RQ0691  ___________________________________________________________________
 RQ0691* NAD 83(1996)-  46 54 55.93527(N)    098 36 36.97300(W)     ADJUSTED  
 RQ0691* NAVD 88     -                                                        
 RQ0691  ___________________________________________________________________
 RQ0691  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 RQ0691  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 RQ0691
 RQ0691  HORZ ORDER  -  THIRD
 RQ0691
 RQ0691.The horizontal coordinates were established by classical geodetic methods
 RQ0691.and adjusted by the National Geodetic Survey in January 1998..
 RQ0691
 RQ0691
 RQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0691
 RQ0691.The geoid height was determined by GEOID03.
 RQ0691
 RQ0691;                    North         East     Units Scale Factor Converg.
 RQ0691;SPC ND S     -   140,552.053   743,928.644   MT  0.99993685   +1 22 42.0
 RQ0691;SPC ND S     -   461,128.78  2,440,710.77   iFT  0.99993685   +1 22 42.0
 RQ0691;UTM  14      - 5,195,851.891   529,676.072   MT  0.99961082   +0 17 04.7
 RQ0691
 RQ0691                          SUPERSEDED SURVEY CONTROL
 RQ0691
 RQ0691  NAD 83(1986)-  46 54 55.93863(N)    098 36 36.96359(W) AD(       ) 4
 RQ0691  NAD 27      -  46 54 55.98021(N)    098 36 35.60635(W) AD(       ) 3
 RQ0691
 RQ0691.Superseded values are not recommended for survey control.
 RQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0691.See file dsdata.txt to determine how the superseded data were derived.
 RQ0691
 RQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2967695852(NAD 83)
 RQ0691_MARKER: 43 = RADIO/TV TOWER
 RQ0691
 RQ0691  HISTORY     - Date     Condition        Report By
 RQ0691  HISTORY     - 1967     FIRST OBSERVED   CGS
 RQ0691  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 RQ0691
 RQ0691                          STATION DESCRIPTION
 RQ0691
 RQ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RQ0691'STATION IS LOCATED ON A LOW HILL, INSIDE A FENCED PASTURE, ABOUT
 RQ0691'5 MILES EAST OF THE CENTRAL SECTION OF JAMESTOWN, 600 FEET SOUTH
 RQ0691'OF THE NORTHERN PACIFIC RAILROAD COMPANY TRACK AND ABOUT 400 FEET
 RQ0691'SOUTH OF AN EAST-WEST GRAVELED ROAD.
 RQ0691'
 RQ0691'STATION IS A TRIANGULAR 3-STEEL LEG SHAPED TOWER WHICH IS ABOUT
 RQ0691'200 FEET IN HEIGHT, PAINTED RED-WHITE ALTERNATE SECTIONS.
 RQ0691'
 RQ0691'THERE IS A RECTANGULAR SHAPED FAN AND A RED LIGHT MOUNTED AT TOP.
 RQ0691'
 RQ0691'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
 RQ0691
 RQ0691                          STATION RECOVERY (2006)
 RQ0691
 RQ0691'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0691'THERE IS NO MAST AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0705 ***********************************************************************
 RQ0705  DESIGNATION -  JAMESTOWN N DAK ST HOSP PR STK
 RQ0705  PID         -  RQ0705
 RQ0705  STATE/COUNTY-  ND/STUTSMAN
 RQ0705  USGS QUAD   -  JAMESTOWN (1990)
 RQ0705
 RQ0705                         *CURRENT SURVEY CONTROL
 RQ0705  ___________________________________________________________________
 RQ0705* NAD 83(1996)-  46 53 03.14737(N)    098 41 05.41055(W)     ADJUSTED  
 RQ0705* NAVD 88     -                                                        
 RQ0705  ___________________________________________________________________
 RQ0705  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 RQ0705  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 RQ0705
 RQ0705  HORZ ORDER  -  THIRD
 RQ0705
 RQ0705.The horizontal coordinates were established by classical geodetic methods
 RQ0705.and adjusted by the National Geodetic Survey in January 1998..
 RQ0705
 RQ0705
 RQ0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0705
 RQ0705.The geoid height was determined by GEOID03.
 RQ0705
 RQ0705;                    North         East     Units Scale Factor Converg.
 RQ0705;SPC ND S     -   136,936.359   738,330.929   MT  0.99993622   +1 19 26.2
 RQ0705;SPC ND S     -   449,266.27  2,422,345.57   iFT  0.99993622   +1 19 26.2
 RQ0705;UTM  14      - 5,192,344.860   524,012.213   MT  0.99960709   +0 13 48.2
 RQ0705
 RQ0705                          SUPERSEDED SURVEY CONTROL
 RQ0705
 RQ0705  NAD 83(1986)-  46 53 03.15099(N)    098 41 05.40114(W) AD(       ) 4
 RQ0705  NAD 27      -  46 53 03.19100(N)    098 41 04.04600(W) AD(       ) 3
 RQ0705
 RQ0705.Superseded values are not recommended for survey control.
 RQ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0705.See file dsdata.txt to determine how the superseded data were derived.
 RQ0705
 RQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2401292345(NAD 83)
 RQ0705_MARKER: 63 = STACK
 RQ0705
 RQ0705  HISTORY     - Date     Condition        Report By
 RQ0705  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0705  HISTORY     - 1966     GOOD             CGS
 RQ0705
 RQ0705                          STATION DESCRIPTION
 RQ0705
 RQ0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0705'POINT OBSERVED UPON IS THE CENTER OF THE 125-FOOT CONCRETE
 RQ0705'STACK OF THE POWER PLANT OF THE N. DAK. STATE HOSPITAL LOCATED
 RQ0705'ON A BLUFF IN SE JAMESTOWN.
 RQ0705'
 RQ0705'THIS LOCATION WAS OBSERVED UPON FROM BRAY, HOMER, SCHUMBURG AND
 RQ0705'JAMESTOWN.
 RQ0705
 RQ0705                          STATION RECOVERY (1966)
 RQ0705
 RQ0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 RQ0705'RECOVERED AS DESCRIBED IN THE 1934 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0707 ***********************************************************************
 RQ0707  DESIGNATION -  JAMESTOWN N DAK STATE HOSP TK
 RQ0707  PID         -  RQ0707
 RQ0707  STATE/COUNTY-  ND/STUTSMAN
 RQ0707  USGS QUAD   -  JAMESTOWN (1990)
 RQ0707
 RQ0707                         *CURRENT SURVEY CONTROL
 RQ0707  ___________________________________________________________________
 RQ0707* NAD 83(1996)-  46 53 03.91838(N)    098 41 00.86560(W)     ADJUSTED  
 RQ0707* NAVD 88     -                                                        
 RQ0707  ___________________________________________________________________
 RQ0707  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 RQ0707  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 RQ0707
 RQ0707  HORZ ORDER  -  THIRD
 RQ0707
 RQ0707.The horizontal coordinates were established by classical geodetic methods
 RQ0707.and adjusted by the National Geodetic Survey in January 1998..
 RQ0707
 RQ0707
 RQ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0707
 RQ0707.The geoid height was determined by GEOID03.
 RQ0707
 RQ0707;                    North         East     Units Scale Factor Converg.
 RQ0707;SPC ND S     -   136,962.384   738,426.574   MT  0.99993623   +1 19 29.5
 RQ0707;SPC ND S     -   449,351.65  2,422,659.36   iFT  0.99993623   +1 19 29.5
 RQ0707;UTM  14      - 5,192,369.047   524,108.305   MT  0.99960714   +0 13 51.5
 RQ0707
 RQ0707                          SUPERSEDED SURVEY CONTROL
 RQ0707
 RQ0707  NAD 83(1986)-  46 53 03.92190(N)    098 41 00.85604(W) AD(       ) 4
 RQ0707  NAD 27      -  46 53 03.96500(N)    098 40 59.49600(W) AD(       ) 3
 RQ0707
 RQ0707.Superseded values are not recommended for survey control.
 RQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0707.See file dsdata.txt to determine how the superseded data were derived.
 RQ0707
 RQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2410892369(NAD 83)
 RQ0707_MARKER: 51 = TANK
 RQ0707
 RQ0707  HISTORY     - Date     Condition        Report By
 RQ0707  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0707  HISTORY     - 1966     GOOD             CGS
 RQ0707
 RQ0707                          STATION DESCRIPTION
 RQ0707
 RQ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0707'POINT OBSERVED UPON IS THE FINIAL ATOP 75-FOOT STEEL SILVER
 RQ0707'WATER TANK OF THE NORTH DAKOTA STATE HOSPITAL, LOCATED ON A
 RQ0707'BLUFF IN SE PART OF TOWN.  THIS STATION WAS OBSERVED UPON
 RQ0707'FROM HOMER, SCHUMBURG, BRAY, BLOOM AND JAMESTOWN.
 RQ0707
 RQ0707                          STATION RECOVERY (1966)
 RQ0707
 RQ0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 RQ0707'RECOVERED AS DESCRIBED IN THE 1954 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0708 ***********************************************************************
 RQ0708  DESIGNATION -  JAMESTOWN NO PAC RR SHOPS STK
 RQ0708  PID         -  RQ0708
 RQ0708  STATE/COUNTY-  ND/STUTSMAN
 RQ0708  USGS QUAD   -  JAMESTOWN (1990)
 RQ0708
 RQ0708                         *CURRENT SURVEY CONTROL
 RQ0708  ___________________________________________________________________
 RQ0708* NAD 83(1996)-  46 54 29.10367(N)    098 43 38.93072(W)     ADJUSTED  
 RQ0708* NAVD 88     -                                                        
 RQ0708  ___________________________________________________________________
 RQ0708  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 RQ0708  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 RQ0708
 RQ0708  HORZ ORDER  -  THIRD
 RQ0708
 RQ0708.The horizontal coordinates were established by classical geodetic methods
 RQ0708.and adjusted by the National Geodetic Survey in January 1998..
 RQ0708
 RQ0708
 RQ0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0708
 RQ0708.The geoid height was determined by GEOID03.
 RQ0708
 RQ0708;                    North         East     Units Scale Factor Converg.
 RQ0708;SPC ND S     -   139,515.651   735,021.729   MT  0.99993667   +1 17 34.2
 RQ0708;SPC ND S     -   457,728.51  2,411,488.61   iFT  0.99993667   +1 17 34.2
 RQ0708;UTM  14      - 5,194,985.983   520,753.932   MT  0.99960529   +0 11 56.4
 RQ0708
 RQ0708                          SUPERSEDED SURVEY CONTROL
 RQ0708
 RQ0708  NAD 83(1986)-  46 54 29.10688(N)    098 43 38.92085(W) AD(       ) 4
 RQ0708  NAD 27      -  46 54 29.14800(N)    098 43 37.54900(W) AD(       ) 3
 RQ0708
 RQ0708.Superseded values are not recommended for survey control.
 RQ0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0708.See file dsdata.txt to determine how the superseded data were derived.
 RQ0708
 RQ0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2075494986(NAD 83)
 RQ0708_MARKER: 63 = STACK
 RQ0708
 RQ0708  HISTORY     - Date     Condition        Report By
 RQ0708  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0708  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 RQ0708
 RQ0708                          STATION DESCRIPTION
 RQ0708
 RQ0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0708'POINT OBSERVED UPON IS THE 120-FOOT RED BRICK STACK CENTER
 RQ0708'OF THE NORTHERN PACIFIC RAILROAD SHOPS, LOCATED IN WEST JAMESTOWN.
 RQ0708'STACK IS OF THE POWER PLANT AND WAS ERECTED IN 1921.
 RQ0708'
 RQ0708'THIS STATION WAS OBSERVED UPON FROM BLOOM, HOMER, AND JAMESTOWN.
 RQ0708
 RQ0708                          STATION RECOVERY (2006)
 RQ0708
 RQ0708'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0708'THERE IS NO STACK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0702 ***********************************************************************
 RQ0702  DESIGNATION -  JAMESTOWN OTTER TAIL PR CO STK
 RQ0702  PID         -  RQ0702
 RQ0702  STATE/COUNTY-  ND/STUTSMAN
 RQ0702  USGS QUAD   -  JAMESTOWN (1990)
 RQ0702
 RQ0702                         *CURRENT SURVEY CONTROL
 RQ0702  ___________________________________________________________________
 RQ0702* NAD 83(1996)-  46 54 30.95859(N)    098 42 21.20995(W)     ADJUSTED  
 RQ0702* NAVD 88     -                                                        
 RQ0702  ___________________________________________________________________
 RQ0702  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 RQ0702  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0702
 RQ0702  HORZ ORDER  -  THIRD
 RQ0702
 RQ0702.The horizontal coordinates were established by classical geodetic methods
 RQ0702.and adjusted by the National Geodetic Survey in January 1998..
 RQ0702
 RQ0702
 RQ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0702
 RQ0702.The geoid height was determined by GEOID03.
 RQ0702
 RQ0702;                    North         East     Units Scale Factor Converg.
 RQ0702;SPC ND S     -   139,610.247   736,664.687   MT  0.99993668   +1 18 30.9
 RQ0702;SPC ND S     -   458,038.87  2,416,878.89   iFT  0.99993668   +1 18 30.9
 RQ0702;UTM  14      - 5,195,049.178   522,397.852   MT  0.99960617   +0 12 53.2
 RQ0702
 RQ0702                          SUPERSEDED SURVEY CONTROL
 RQ0702
 RQ0702  NAD 83(1986)-  46 54 30.96203(N)    098 42 21.20050(W) AD(       ) 4
 RQ0702  NAD 27      -  46 54 31.00100(N)    098 42 19.83800(W) AD(       ) 3
 RQ0702
 RQ0702.Superseded values are not recommended for survey control.
 RQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0702.See file dsdata.txt to determine how the superseded data were derived.
 RQ0702
 RQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2239895049(NAD 83)
 RQ0702_MARKER: 63 = STACK
 RQ0702
 RQ0702  HISTORY     - Date     Condition        Report By
 RQ0702  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0702  HISTORY     - 1966     GOOD             CGS
 RQ0702  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 RQ0702
 RQ0702                          STATION DESCRIPTION
 RQ0702
 RQ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0702'POINT OBSERVED UPON IS THE CENTER OF THE 125-FOOT CONCRETE
 RQ0702'STACK OF THE OTTER TAIL POWER COMPANY, LOCATED NEXT TO S
 RQ0702'SIDEWALK OF MAIN STREET, BETWEEN THIRD AVENUE S AND FOURTH
 RQ0702'AVENUE S.
 RQ0702'
 RQ0702'THIS STATION WAS OBSERVED UPON FROM HOMER, SCHUMBURG, BRAY,
 RQ0702'JAMESTOWN AND BLOOM.
 RQ0702
 RQ0702                          STATION RECOVERY (1966)
 RQ0702
 RQ0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JTS)
 RQ0702'RECOVERED AS DESCRIBED EXCEPT SUBSTITUTE THE WORDS 1ST E FOR
 RQ0702'MAIN AND 2ND AVE SE AND 3 AVE SE INSTEAD OF 3 AVE S AND 4TH
 RQ0702'AVE S.
 RQ0702
 RQ0702                          STATION RECOVERY (2006)
 RQ0702
 RQ0702'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0702'THERE IS NO STACK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0695 ***********************************************************************
 RQ0695  DESIGNATION -  JAMESTOWN RADIO STA KSJB MAST
 RQ0695  PID         -  RQ0695
 RQ0695  STATE/COUNTY-  ND/STUTSMAN
 RQ0695  USGS QUAD   -  HOMER (1990)
 RQ0695
 RQ0695                         *CURRENT SURVEY CONTROL
 RQ0695  ___________________________________________________________________
 RQ0695* NAD 83(1996)-  46 49 02.27362(N)    098 42 34.81520(W)     ADJUSTED  
 RQ0695* NAVD 88     -                                                        
 RQ0695  ___________________________________________________________________
 RQ0695  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 RQ0695  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 RQ0695
 RQ0695  HORZ ORDER  -  THIRD
 RQ0695
 RQ0695.The horizontal coordinates were established by classical geodetic methods
 RQ0695.and adjusted by the National Geodetic Survey in January 1998..
 RQ0695
 RQ0695
 RQ0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0695
 RQ0695.The geoid height was determined by GEOID03.
 RQ0695
 RQ0695;                    North         East     Units Scale Factor Converg.
 RQ0695;SPC ND S     -   129,457.156   736,608.148   MT  0.99993590   +1 18 21.0
 RQ0695;SPC ND S     -   424,728.20  2,416,693.40   iFT  0.99993590   +1 18 21.0
 RQ0695;UTM  14      - 5,184,902.367   522,147.560   MT  0.99960603   +0 12 42.1
 RQ0695
 RQ0695                          SUPERSEDED SURVEY CONTROL
 RQ0695
 RQ0695  NAD 83(1986)-  46 49 02.27755(N)    098 42 34.80513(W) AD(       ) 4
 RQ0695  NAD 27      -  46 49 02.33300(N)    098 42 33.44300(W) AD(       ) 3
 RQ0695
 RQ0695.Superseded values are not recommended for survey control.
 RQ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0695.See file dsdata.txt to determine how the superseded data were derived.
 RQ0695
 RQ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2214884902(NAD 83)
 RQ0695_MARKER: 43 = RADIO/TV TOWER
 RQ0695
 RQ0695  HISTORY     - Date     Condition        Report By
 RQ0695  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0695
 RQ0695                          STATION DESCRIPTION
 RQ0695
 RQ0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0695'THE STATION IS THE TOP CENTER OF THE MIDDLE ONE OF THREE RADIO
 RQ0695'MASTS WHICH ARE LOCATED 5.5 MILES SOUTH OF JAMESTOWN, ON
 RQ0695'U.S. HIGHWAY 281, ABOUT 350 FEET SOUTHEAST OF THE INTERSECTION
 RQ0695'OF THE MIDLAND CONTINENTAL RAILROAD AND U.S. HIGHWAY 281.
 RQ0695'
 RQ0695'THE STATION IS IN THE NORTHWEST CORNER OF SECTION 36, T. 139 N.,
 RQ0695'R. 64 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0698 ***********************************************************************
 RQ0698  DESIGNATION -  JAMESTOWN ST JOHNS S SP E END
 RQ0698  PID         -  RQ0698
 RQ0698  STATE/COUNTY-  ND/STUTSMAN
 RQ0698  USGS QUAD   -  JAMESTOWN (1990)
 RQ0698
 RQ0698                         *CURRENT SURVEY CONTROL
 RQ0698  ___________________________________________________________________
 RQ0698* NAD 83(1996)-  46 54 09.85949(N)    098 42 30.94829(W)     ADJUSTED  
 RQ0698* NAVD 88     -                                                        
 RQ0698  ___________________________________________________________________
 RQ0698  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 RQ0698  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0698
 RQ0698  HORZ ORDER  -  THIRD
 RQ0698
 RQ0698.The horizontal coordinates were established by classical geodetic methods
 RQ0698.and adjusted by the National Geodetic Survey in January 1998..
 RQ0698
 RQ0698
 RQ0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0698
 RQ0698.The geoid height was determined by GEOID03.
 RQ0698
 RQ0698;                    North         East     Units Scale Factor Converg.
 RQ0698;SPC ND S     -   138,954.209   736,473.521   MT  0.99993656   +1 18 23.8
 RQ0698;SPC ND S     -   455,886.51  2,416,251.71   iFT  0.99993656   +1 18 23.8
 RQ0698;UTM  14      - 5,194,397.124   522,194.265   MT  0.99960605   +0 12 46.0
 RQ0698
 RQ0698                          SUPERSEDED SURVEY CONTROL
 RQ0698
 RQ0698  NAD 83(1986)-  46 54 09.86278(N)    098 42 30.93882(W) AD(       ) 4
 RQ0698  NAD 27      -  46 54 09.90400(N)    098 42 29.57500(W) AD(       ) 3
 RQ0698
 RQ0698.Superseded values are not recommended for survey control.
 RQ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0698.See file dsdata.txt to determine how the superseded data were derived.
 RQ0698
 RQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2219494397(NAD 83)
 RQ0698_MARKER: 91 = CHURCH CROSS
 RQ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0698+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 RQ0698
 RQ0698  HISTORY     - Date     Condition        Report By
 RQ0698  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0698  HISTORY     - 1977     GOOD             NGS
 RQ0698  HISTORY     - 20060908 GOOD             GEOCAC
 RQ0698
 RQ0698                          STATION DESCRIPTION
 RQ0698
 RQ0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0698'POINT OBSERVED UPON IS THE WOODEN CROSS ATOP THE S SPIRE OF
 RQ0698'TWO ON THE E END OF ST. JOHNS CATHOLIC CHURCH, LOCATED ON
 RQ0698'THE CORNER OF FIFTH AVENUE S AND ST. PAULS STREET W.  THE
 RQ0698'THIRD SPIRE ON THE W END OF THE CHURCH WAS NOT OBSERVD.  CHURCH
 RQ0698'ERECTED IN 1910-1913.
 RQ0698'
 RQ0698'THE STATION WAS OBSERVED UPON FROM BRAY, JAMESTOWN, AND BLOOM.
 RQ0698
 RQ0698                          STATION RECOVERY (1977)
 RQ0698
 RQ0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 RQ0698'RECOVERED AS DESCRIBED.
 RQ0698
 RQ0698                          STATION RECOVERY (2006)
 RQ0698
 RQ0698'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0698'THE CHURCH IS LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 RQ0698'FIRST AVENUE SOUTH AND SIXTH STREET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0700 ***********************************************************************
 RQ0700  DESIGNATION -  JAMESTOWN ST JOHNS ACAD PR STK
 RQ0700  PID         -  RQ0700
 RQ0700  STATE/COUNTY-  ND/STUTSMAN
 RQ0700  USGS QUAD   -  JAMESTOWN (1990)
 RQ0700
 RQ0700                         *CURRENT SURVEY CONTROL
 RQ0700  ___________________________________________________________________
 RQ0700* NAD 83(1996)-  46 54 16.79462(N)    098 42 22.67082(W)     ADJUSTED  
 RQ0700* NAVD 88     -                                                        
 RQ0700  ___________________________________________________________________
 RQ0700  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 RQ0700  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0700
 RQ0700  HORZ ORDER  -  THIRD
 RQ0700
 RQ0700.The horizontal coordinates were established by classical geodetic methods
 RQ0700.and adjusted by the National Geodetic Survey in January 1998..
 RQ0700
 RQ0700
 RQ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0700
 RQ0700.The geoid height was determined by GEOID03.
 RQ0700
 RQ0700;                    North         East     Units Scale Factor Converg.
 RQ0700;SPC ND S     -   139,172.295   736,643.767   MT  0.99993660   +1 18 29.9
 RQ0700;SPC ND S     -   456,602.02  2,416,810.26   iFT  0.99993660   +1 18 29.9
 RQ0700;UTM  14      - 5,194,611.850   522,368.585   MT  0.99960615   +0 12 52.1
 RQ0700
 RQ0700                          SUPERSEDED SURVEY CONTROL
 RQ0700
 RQ0700  NAD 83(1986)-  46 54 16.79797(N)    098 42 22.66117(W) AD(       ) 4
 RQ0700  NAD 27      -  46 54 16.84300(N)    098 42 21.31600(W) AD(       ) 3
 RQ0700
 RQ0700.Superseded values are not recommended for survey control.
 RQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0700.See file dsdata.txt to determine how the superseded data were derived.
 RQ0700
 RQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2236994612(NAD 83)
 RQ0700_MARKER: 63 = STACK
 RQ0700
 RQ0700  HISTORY     - Date     Condition        Report By
 RQ0700  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0700  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 RQ0700
 RQ0700                          STATION DESCRIPTION
 RQ0700
 RQ0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0700'POINT OBSERVED UPON IS THE CENTER OF THE 90-FOOT RED BRICK STACK
 RQ0700'OF THE COMBINED LAUNDRY AND POWER HOUSE OF THE ST. JOHNS
 RQ0700'ACADEMY, LOCATED BETWEEN THIRD AVENUE S AND FOURTH AVENUE S,
 RQ0700'AND MILWAUKEE AND WISCONSIN STREETS W.
 RQ0700'
 RQ0700'THIS STATION WAS OBSERVED UPON FROM BLOOM, HOMER, JAMESTOWN,
 RQ0700'AND BRAY.
 RQ0700
 RQ0700                          STATION RECOVERY (2006)
 RQ0700
 RQ0700'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0700'THERE IS NO STACK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0706 ***********************************************************************
 RQ0706  DESIGNATION -  JAMESTOWN STATE HOSPITAL TANK
 RQ0706  PID         -  RQ0706
 RQ0706  STATE/COUNTY-  ND/STUTSMAN
 RQ0706  USGS QUAD   -  JAMESTOWN (1990)
 RQ0706
 RQ0706                         *CURRENT SURVEY CONTROL
 RQ0706  ___________________________________________________________________
 RQ0706* NAD 83(1996)-  46 53 04.43178(N)    098 41 01.14203(W)     ADJUSTED  
 RQ0706* NAVD 88     -                                                        
 RQ0706  ___________________________________________________________________
 RQ0706  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 RQ0706  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 RQ0706
 RQ0706  HORZ ORDER  -  THIRD
 RQ0706
 RQ0706.The horizontal coordinates were established by classical geodetic methods
 RQ0706.and adjusted by the National Geodetic Survey in January 1998..
 RQ0706
 RQ0706
 RQ0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0706
 RQ0706.The geoid height was determined by GEOID03.
 RQ0706
 RQ0706;                    North         East     Units Scale Factor Converg.
 RQ0706;SPC ND S     -   136,978.097   738,420.356   MT  0.99993623   +1 19 29.3
 RQ0706;SPC ND S     -   449,403.21  2,422,638.96   iFT  0.99993623   +1 19 29.3
 RQ0706;UTM  14      - 5,192,384.871   524,102.391   MT  0.99960714   +0 13 51.3
 RQ0706
 RQ0706                          SUPERSEDED SURVEY CONTROL
 RQ0706
 RQ0706  NAD 83(1986)-  46 53 04.43542(N)    098 41 01.13250(W) AD(       ) 4
 RQ0706  NAD 27      -  46 53 04.47900(N)    098 40 59.76700(W) AD(       ) 3
 RQ0706
 RQ0706.Superseded values are not recommended for survey control.
 RQ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0706.See file dsdata.txt to determine how the superseded data were derived.
 RQ0706
 RQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2410292385(NAD 83)
 RQ0706_MARKER: 51 = TANK
 RQ0706_SETTING: 0 = UNSPECIFIED SETTING
 RQ0706
 RQ0706  HISTORY     - Date     Condition        Report By
 RQ0706  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0706  HISTORY     - 1975     GOOD             USGS
 RQ0706  HISTORY     - 1977     GOOD             NGS
 RQ0706
 RQ0706                          STATION DESCRIPTION
 RQ0706
 RQ0706'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (GLD)
 RQ0706'SIGHTED FROM SYDNEY
 RQ0706
 RQ0706                          STATION RECOVERY (1977)
 RQ0706
 RQ0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 RQ0706'RECOVERED AS DESCRIBED IN QUAD 460984 STATION 1027.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2230 ***********************************************************************
 TF2230  DESIGNATION -  JEP
 TF2230  PID         -  TF2230
 TF2230  STATE/COUNTY-  ND/MOUNTRAIL
 TF2230  USGS QUAD   -  TAGUS (1980)
 TF2230
 TF2230                         *CURRENT SURVEY CONTROL
 TF2230  ___________________________________________________________________
 TF2230* NAD 83(1996)-  48 16 01.56187(N)    101 59 32.39675(W)     ADJUSTED  
 TF2230* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 TF2230  ___________________________________________________________________
 TF2230  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TF2230  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TF2230
 TF2230  HORZ ORDER  -  FIRST
 TF2230
 TF2230.The horizontal coordinates were established by classical geodetic methods
 TF2230.and adjusted by the National Geodetic Survey in January 1998..
 TF2230
 TF2230.The orthometric height was scaled from a topographic map.
 TF2230
 TF2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2230
 TF2230.The geoid height was determined by GEOID03.
 TF2230
 TF2230;                    North         East     Units Scale Factor Converg.
 TF2230;SPC ND N     -   141,951.968   489,223.721   MT  0.99994090   -1 06 37.8
 TF2230;SPC ND N     -   465,721.68  1,605,064.70   iFT  0.99994090   -1 06 37.8
 TF2230;UTM  14      - 5,350,316.956   277,951.497   MT  1.00020585   -2 14 02.2
 TF2230;UTM  13      - 5,350,361.457   723,186.342   MT  1.00021208   +2 14 43.5
 TF2230
 TF2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2230!SPC ND N     -   0.99989772  x   0.99994090  =   0.99983863
 TF2230!UTM  14      -   0.99989772  x   1.00020585  =   1.00010355
 TF2230!UTM  13      -   0.99989772  x   1.00021208  =   1.00010978
 TF2230
 TF2230|---------------------------------------------------------------------|
 TF2230| PID    Reference Object                     Distance      Geod. Az  |
 TF2230|                                                           dddmmss.s |
 TF2230| CQ7924 JEP RM 1                              9.720 METERS 09225     |
 TF2230| CQ7922 JEP AZ MK                                          1082119.5 |
 TF2230| CQ7923 JEP AZ MK RESET                                    1644748.3 |
 TF2230| TG1777 SHELL CREEK LUTH CH STEEPLE         APPROX. 7.6 KM 2154632.4 |
 TF2230| TG1770 BLAISDELL ST MARGARETS CATH CH      APPROX.10.1 KM 3201346.2 |
 TF2230| CQ7925 JEP RM 2                              8.592 METERS 35551     |
 TF2230|---------------------------------------------------------------------|
 TF2230
 TF2230                          SUPERSEDED SURVEY CONTROL
 TF2230
 TF2230  NAD 83(1986)-  48 16 01.56159(N)    101 59 32.39225(W) AD(       ) 1
 TF2230  NAD 27      -  48 16 01.51440(N)    101 59 30.80130(W) AD(       ) 1
 TF2230
 TF2230.Superseded values are not recommended for survey control.
 TF2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2230.See file dsdata.txt to determine how the superseded data were derived.
 TF2230
 TF2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU7795150317(NAD 83)
 TF2230_MARKER: DS = TRIANGULATION STATION DISK
 TF2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2230
 TF2230  HISTORY     - Date     Condition        Report By
 TF2230  HISTORY     - 1946     MONUMENTED       CGS
 TF2230  HISTORY     - 1963     GOOD             CGS
 TF2230
 TF2230                          STATION DESCRIPTION
 TF2230
 TF2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2230'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF BLAISDELL
 TF2230'AND 6 MILES SOUTHWEST OF TAGUS ON THE TOP OF A PROMINENT FLAT
 TF2230'TOPPED GRASSY HILL.  IT IS 2.0 MILES WEST OF THE MAIN GRAVELED
 TF2230'ROAD LEADING SOUTH FROM TAGUS AND 11 FEET EAST OF A WITNESS
 TF2230'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JEP
 TF2230'1946.
 TF2230'
 TF2230'REFERENCE MARK NO. 1 IS 31.88 FEET EAST OF THE STATION AND
 TF2230'ON THE SAME ELEVATION AS THE STATION MARK.  THE MARK PROJECTS
 TF2230'5 INCHES AND THE DISK IS STAMPED JEP NO 1 1946.
 TF2230'
 TF2230'REFERENCE MARK NO. 2 IS 28.20 FEET NORTH-NORTHWEST OF THE
 TF2230'STATION AND ON THE SAME ELEVATION AS THE STATION MARK.  THE
 TF2230'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED JEP NO 2 1946.
 TF2230'
 TF2230'THE AZIMUTH MARK IS 2 MILES EAST-SOUTHEAST OF THE STATION
 TF2230'AND ON THE SUMMIT OF GRADE OF ROAD.  IT IS 44 FEET WEST OF
 TF2230'THE APPROXIMATE CENTERLINE OF THE MAIN GRAVELED ROAD LEADING
 TF2230'SOUTH FROM TAGUS AND 3 FEET NORTH OF A WITNESS POST.  THE
 TF2230'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JEP 1946.
 TF2230'
 TF2230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2230'MAIN GRAVELED ROAD JUST EAST OF THE VILLAGE OF TAGUS, GO
 TF2230'SOUTH AND SOUTHEAST ON U.S. HIGHWAY 2 FOR 2.1 MILES TO A
 TF2230'CROSSROAD AND U.S. HIGHWAY 2 TURNS TO THE EAST.  TURN RIGHT
 TF2230'ON GRADED ROAD AND GO WEST 1.0 MILES TO A Y INTERSECTION,
 TF2230'THENCE TURN LEFT AND GO SOUTH FOR 3.5 MILES TO A SCHOOL HOUSE
 TF2230'ON THE LEFT, CONTINUE ON WEST AND SOUTH FOR 1.0 MILE TO THE
 TF2230'SUMMIT OF GRADE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TF2230'CONTINUE ON SOUTH FOR 0.05 MILE, THENCE TURN RIGHT AND FOLLOW
 TF2230'TRACK ROAD WESTERLY ALONG HILL TOPS, BEARING SLIGHTLY TO THE
 TF2230'NORTH FOR 2.0 MILES TO THE TOP OF PROMINENT HILL AND
 TF2230'STATION AS DESCRIBED.
 TF2230'
 TF2230'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TF2230
 TF2230                          STATION RECOVERY (1963)
 TF2230
 TF2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2230'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 TF2230'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 TF2230'THE AZIMUTH MARK WAS DESTROYED AND A NEW ONE ESTABLISHED.
 TF2230'A NEW DESCRIPTION FOLLOWS.
 TF2230'
 TF2230'THE STATION IS LOCATED 6 MILES SOUTHEAST OF BLAISDELL, 6
 TF2230'MILES SOUTHWEST OF TAGUS, ON THE TOP OF A PROMINENT FLAT
 TF2230'TOPPED GRASSY HILL, ON PROPERTY OWNED BY MR. ADOLF HOWELL.
 TF2230'
 TF2230'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 TF2230'OF TAGUS, GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD.
 TF2230'TURN RIGHT AND GO WEST ON A GRAVELED FOR 0.5 MILE.  TURN LEFT
 TF2230'AND GO SOUTH ON THE GRAVELED ROAD FOR 2.0 MILES TO A FORK.
 TF2230'KEEP THE RIGHT FORK AND GO SOUTH ON THE GRAVELED ROAD FOR
 TF2230'4.9 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT AND GO WEST
 TF2230'ON THE GRADED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK AS
 TF2230'DESCRIBED.  TURN RIGHT AND GO NORTH ON A TRACK ROAD FOR 0.55 MILE
 TF2230'TO A FORK.  KEEP THE LEFT FORK AND GO NORTH-NORTHWEST FOR
 TF2230'0.15 MILE TO A FORK.  KEEP THE LEFT FORK AND GO NORTHWEST ON
 TF2230'A TRACK ROAD FOR 0.15 MILE TO A FORK.  KEEP THE LEFT FORK
 TF2230'AND GO WEST ON A TRACK ROAD FOR 0.15 MILE TO THE STATION AS
 TF2230'DESCRIBED.
 TF2230'
 TF2230'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 TF2230'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 TF2230'AND IS STAMPED JEP 1946.  IT IS 11 FEET NORTHEAST OF A 4 X 4
 TF2230'WHITE WITNESS POST.
 TF2230'
 TF2230'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 TF2230'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 INCHES AND
 TF2230'IS STAMPED JEP NO 1 1946.
 TF2230'
 TF2230'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 TF2230'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND
 TF2230'IS STAMPED JEP NO 2 1946.  IT IS 31-1/2 FEET NORTH-NORTHWEST
 TF2230'OF A 4 X 4 WHITE WITNESS POST.
 TF2230'
 TF2230'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 TF2230'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED JEP
 TF2230'1946 RESET 1963.  IT IS 18 FEET SOUTH OF THE CENTER OF A GRADED
 TF2230'ROAD, 2.2 FEET EAST OF A METAL WITNESS POST, 2 FEET NORTHWEST
 TF2230'OF A FENCE CORNER AND 1.3 FEET NORTH OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1168 ***********************************************************************
 SM1168  DESIGNATION -  JERRY
 SM1168  PID         -  SM1168
 SM1168  STATE/COUNTY-  ND/EDDY
 SM1168  USGS QUAD   -  HORSESHOE LAKE (1951)
 SM1168
 SM1168                         *CURRENT SURVEY CONTROL
 SM1168  ___________________________________________________________________
 SM1168* NAD 83(1996)-  47 47 50.41871(N)    098 50 41.81827(W)     ADJUSTED  
 SM1168* NAVD 88     -       492.0    (meters)    1614.     (feet)  VERTCON   
 SM1168  ___________________________________________________________________
 SM1168  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 SM1168  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SM1168
 SM1168  HORZ ORDER  -  FIRST
 SM1168
 SM1168.The horizontal coordinates were established by classical geodetic methods
 SM1168.and adjusted by the National Geodetic Survey in January 1998..
 SM1168
 SM1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1168
 SM1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1168
 SM1168.The geoid height was determined by GEOID03.
 SM1168
 SM1168;                    North         East     Units Scale Factor Converg.
 SM1168;SPC ND N     -    89,980.802   723,975.724   MT  0.99994836   +1 13 53.7
 SM1168;SPC ND N     -   295,212.60  2,375,248.44   iFT  0.99994836   +1 13 53.7
 SM1168;UTM  14      - 5,293,787.281   511,611.293   MT  0.99960166   +0 06 53.5
 SM1168
 SM1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1168!SPC ND N     -   0.99992664  x   0.99994836  =   0.99987500
 SM1168!UTM  14      -   0.99992664  x   0.99960166  =   0.99952833
 SM1168
 SM1168|---------------------------------------------------------------------|
 SM1168| PID    Reference Object                     Distance      Geod. Az  |
 SM1168|                                                           dddmmss.s |
 SM1168| CO5702 JERRY RM 1                           24.225 METERS 05409     |
 SM1168| CO5701 JERRY AZ MK                                        1694805.3 |
 SM1168| CO5703 JERRY RM 2                           19.893 METERS 29747     |
 SM1168|---------------------------------------------------------------------|
 SM1168
 SM1168                          SUPERSEDED SURVEY CONTROL
 SM1168
 SM1168  NAD 83(1986)-  47 47 50.41911(N)    098 50 41.81608(W) AD(       ) 1
 SM1168  NAD 27      -  47 47 50.43039(N)    098 50 40.42103(W) AD(       ) 1
 SM1168  NGVD 29 (07/19/86)  491.6    (m)         1613.     (f) VERT ANG       
 SM1168
 SM1168.Superseded values are not recommended for survey control.
 SM1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1168.See file dsdata.txt to determine how the superseded data were derived.
 SM1168
 SM1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1161193787(NAD 83)
 SM1168_MARKER: DS = TRIANGULATION STATION DISK
 SM1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1168
 SM1168  HISTORY     - Date     Condition        Report By
 SM1168  HISTORY     - 1967     MONUMENTED       CGS
 SM1168
 SM1168                          STATION DESCRIPTION
 SM1168
 SM1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1168'STATION IS LOCATED ON A HIGH HILL ABOUT 10 MILES SOUTHWEST OF
 SM1168'WARRICK IN THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 150 NORTH,
 SM1168'RANGE 64 WEST, ON PROPERTY OWNED BY MR. J. R. WOOD, WHO LIVES
 SM1168'IN DEVILS LAKE.
 SM1168'
 SM1168'THE STATION MARK IS 106 FEET EAST OF A NORTH-SOUTH GRAVELED
 SM1168'ROAD, 46.0 FEET EAST-SOUTHEAST OF POWERLINE POLE, ABOUT 95 FEET
 SM1168'SOUTHWEST OF A LARGE ROCK PILE, AND 60 FEET EAST OF A NORTH-SOUTH
 SM1168'FENCELINE.  STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 SM1168'DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT
 SM1168'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED JERRY
 SM1168'1967.
 SM1168'
 SM1168'TO REACH THE STATION FROM THE POST OFFICE IN WARRICK, GO NORTH
 SM1168'FOR 0.05 MILE TO A INTERSECTION, TURN LEFT AND GO WEST FOR 0.30
 SM1168'MILE TO THE JUNCTION OF STATE HWY. 20.  TURN LEFT AND GO SOUTH
 SM1168'ON HWY. 20 FOR 0.55 MILE TO THE EDDY COUNTY LINE, CONTINUE SOUTH
 SM1168'ON HWY. 20 FOR 0.70 MILE TO A GRAVELED SIDE ROAD RIGHT, BEAR
 SM1168'RIGHT ON GRAVELED ROAD AND GO SOUTHWEST FOR 0.25 MILE TO A
 SM1168'CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR
 SM1168'5.77 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR
 SM1168'2.38 MILES TO A TRACK ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.4
 SM1168'MILE TO A GATE, PASS THROUGH GATE AND TURN LEFT, MAKING
 SM1168'ALMOST A 180 DEGREE TURN AND GO WEST ALONG THE NORTH SIDE
 SM1168'OF A FENCE FOR 0.25 MILE TO THE SUMMIT OF A HILL AND THE
 SM1168'STATION AS DESCRIBED.
 SM1168'
 SM1168'AZIMUTH MARK IS 4.5 FEET WEST OF POWERLINE POLE, 3.0 FEET WEST
 SM1168'OF METAL WITNESS POST, 47 FEET NORTH OF A GRAVELED ROAD AND 89
 SM1168'FEET NORTHEAST OF A X INTERSECTION.  IT IS MARKED BY A STANDARD
 SM1168'AZIMUTH MARK DISK SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER
 SM1168'MONUMENT AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 SM1168'GROUND.  THE DISK IS STAMPED JERRY 1967.
 SM1168'
 SM1168'REFERENCE MARK NO 1 IS AT THE SOUTHWEST EDGE OF A LARGE
 SM1168'ROCKPILE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK SET IN
 SM1168'THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS SET
 SM1168'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 SM1168'JERRY NO 1 1967.
 SM1168'
 SM1168'REFERENCE MARK NO 2 IS 2.0 FEET EAST OF NORTH-SOUTH FENCELINE,
 SM1168'62.0 FEET EAST OF A GRAVELED ROAD, AND 23.6 FEET WEST OF A
 SM1168'POWERLINE POLE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK
 SM1168'SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS
 SM1168'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 SM1168'JERRY NO 2 1967.
 SM1168'
 SM1168'HEIGHT OF PLATE ABOVE STATION MARK 14.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1114 ***********************************************************************
 SM1114  DESIGNATION -  JESSIE FARM MERC ELEV CO ELEV
 SM1114  PID         -  SM1114
 SM1114  STATE/COUNTY-  ND/GRIGGS
 SM1114  USGS QUAD   -  JESSIE (1961)
 SM1114
 SM1114                         *CURRENT SURVEY CONTROL
 SM1114  ___________________________________________________________________
 SM1114* NAD 83(1996)-  47 32 25.09719(N)    098 14 19.23777(W)     ADJUSTED  
 SM1114* NAVD 88     -                                                        
 SM1114  ___________________________________________________________________
 SM1114  LAPLACE CORR-          -8.07  (seconds)                    DEFLEC99
 SM1114  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 SM1114
 SM1114  HORZ ORDER  -  THIRD
 SM1114
 SM1114.The horizontal coordinates were established by classical geodetic methods
 SM1114.and adjusted by the National Geodetic Survey in January 1998..
 SM1114
 SM1114
 SM1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1114
 SM1114.The geoid height was determined by GEOID03.
 SM1114
 SM1114;                    North         East     Units Scale Factor Converg.
 SM1114;SPC ND N     -    62,571.122   770,217.933   MT  0.99998069   +1 40 57.8
 SM1114;SPC ND N     -   205,285.83  2,526,961.72   iFT  0.99998069   +1 40 57.8
 SM1114;UTM  14      - 5,265,489.897   557,293.791   MT  0.99964034   +0 33 42.1
 SM1114
 SM1114                          SUPERSEDED SURVEY CONTROL
 SM1114
 SM1114  NAD 83(1986)-  47 32 25.09633(N)    098 14 19.23353(W) AD(       ) 4
 SM1114  NAD 27      -  47 32 25.12600(N)    098 14 17.90800(W) AD(       ) 3
 SM1114
 SM1114.Superseded values are not recommended for survey control.
 SM1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1114.See file dsdata.txt to determine how the superseded data were derived.
 SM1114
 SM1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT5729465490(NAD 83)
 SM1114_MARKER: 65 = GRAIN ELEVATOR
 SM1114
 SM1114  HISTORY     - Date     Condition        Report By
 SM1114  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1114
 SM1114                          STATION DESCRIPTION
 SM1114
 SM1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1114'THIS INTERSECTION STATION IS LOCATED IN THE SW PART OF JESSIE, 0.1
 SM1114'MILE S OF STATE HIGHWAY 65, ON THE RIGHT-OF-WAY OF THE NORTHERN
 SM1114'PACIFIC RAILROAD ABOUT 100 YARDS E OF THE DEPOT AND 15 YARDS
 SM1114'N OF THE RAILROAD TRACKS.  IT IS A LARGE GRAY SHEET METAL BUILDING
 SM1114'WITH FARMERS ELEVATOR CO IN TWO-FOOT BLACK LETTERS ON THE N SIDE.
 SM1114'IT WAS BUILT IN 1912.  THE POINT WAS THE CENTER OF THE HIGHEST
 SM1114'PART OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0653 ***********************************************************************
 RQ0653  DESIGNATION -  JIM
 RQ0653  PID         -  RQ0653
 RQ0653  STATE/COUNTY-  ND/DICKEY
 RQ0653  USGS QUAD   -  LAMOURE (1978)
 RQ0653
 RQ0653                         *CURRENT SURVEY CONTROL
 RQ0653  ___________________________________________________________________
 RQ0653* NAD 83(1996)-  46 15 11.52006(N)    098 15 09.48060(W)     ADJUSTED  
 RQ0653* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 RQ0653  ___________________________________________________________________
 RQ0653  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RQ0653  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 RQ0653
 RQ0653  HORZ ORDER  -  SECOND
 RQ0653
 RQ0653.The horizontal coordinates were established by classical geodetic methods
 RQ0653.and adjusted by the National Geodetic Survey in January 1998..
 RQ0653
 RQ0653.The orthometric height was scaled from a topographic map.
 RQ0653
 RQ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0653
 RQ0653.The geoid height was determined by GEOID03.
 RQ0653
 RQ0653;                    North         East     Units Scale Factor Converg.
 RQ0653;SPC ND S     -    67,675.812   773,266.743   MT  0.99998700   +1 38 21.1
 RQ0653;SPC ND S     -   222,033.50  2,536,964.38   iFT  0.99998700   +1 38 21.1
 RQ0653;UTM  14      - 5,122,451.794   557,605.713   MT  0.99964079   +0 32 23.7
 RQ0653
 RQ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0653!SPC ND S     -   0.99993705  x   0.99998700  =   0.99992405
 RQ0653!UTM  14      -   0.99993705  x   0.99964079  =   0.99957786
 RQ0653
 RQ0653|---------------------------------------------------------------------|
 RQ0653| PID    Reference Object                     Distance      Geod. Az  |
 RQ0653|                                                           dddmmss.s |
 RQ0653| CO5707 JIM RM 1                             23.787 METERS 09437     |
 RQ0653| RQ0639 OUR SAVIOR LUTHERAN CH CROSS        APPROX.10.3 KM 1632503.4 |
 RQ0653| CO5706 JIM AZ MK                                          1801600.1 |
 RQ0653| CO5708 JIM RM 2                             24.151 METERS 18813     |
 RQ0653| RQ0649 COTTONWOOD PRESB CHURCH SPIRE       APPROX.10.2 KM 2984626.5 |
 RQ0653| RQ0657 SALZSIEDER FARM ELEVATOR            APPROX.15.0 KM 3101244.0 |
 RQ0653| RQ0656 ZION LUTHERAN CHURCH SPIRE          APPROX.16.1 KM 3110459.5 |
 RQ0653|---------------------------------------------------------------------|
 RQ0653
 RQ0653                          SUPERSEDED SURVEY CONTROL
 RQ0653
 RQ0653  NAD 83(1986)-  46 15 11.52544(N)    098 15 09.47526(W) AD(       ) 2
 RQ0653  NAD 27      -  46 15 11.64900(N)    098 15 08.11300(W) AD(       ) 2
 RQ0653
 RQ0653.Superseded values are not recommended for survey control.
 RQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0653.See file dsdata.txt to determine how the superseded data were derived.
 RQ0653
 RQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5760622452(NAD 83)
 RQ0653_MARKER: DS = TRIANGULATION STATION DISK
 RQ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0653
 RQ0653  HISTORY     - Date     Condition        Report By
 RQ0653  HISTORY     - 1954     MONUMENTED       CGS
 RQ0653  HISTORY     - 1974     GOOD             USAF
 RQ0653
 RQ0653                          STATION DESCRIPTION
 RQ0653
 RQ0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0653'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH AND 2 MILES EAST
 RQ0653'OF LA MOURE AND ABOUT 0.5 MILE EAST OF THE JAMES RIVER.  IT IS
 RQ0653'IN THE NW 1/4 SEC. 18, T. 132 N., R. 60 W AND IS 0.1 MILE
 RQ0653'SOUTH OF THE NORTHWEST CORNER OF THE ABOVE SECTION.
 RQ0653'
 RQ0653'TO REACH FROM LA MOURE, GO WEST FROM GORDON MOTORS GARAGE
 RQ0653'ON STATE HIGHWAY 13 FOR 1.0 MILE TO A CROSS ROAD, TURN LEFT ON
 RQ0653'GRAVEL ROAD AND GO SOUTH FOR 5.1 MILES TO A T ROAD, TURN LEFT AND
 RQ0653'GO EAST FOR 0.6 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH
 RQ0653'FOR 1.9 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR 1.9
 RQ0653'MILES TO A T ROAD, TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A
 RQ0653'CROSSROAD, TURN LEFT AND GO EAST FOR 1.2 MILES TO A T ROAD AND
 RQ0653'BRIDGE, TURN LEFT OVER THE BRIDGE AND GO NORTH FOR 0.8 MILE
 RQ0653'TO THE END OF THE ROAD.  CONTINUE NORTH ON TRACK ROAD ALONG
 RQ0653'WEST SIDE OF FENCE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 RQ0653'RIGHT IN FENCE LINE.  CONTINUE NORTH FOR 0.15 MILE TO A
 RQ0653'DOUBLE WIRE GATE.  CONTINUE NORTH BETWEEN DOUBLE FENCE FOR 0.25
 RQ0653'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RQ0653'
 RQ0653'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0653'POST PROJECTING 4 INCHES.  IT IS 15 FEET NW OF CENTER OF ROAD
 RQ0653'AT CURVE, 11.4 FEET EAST OF FENCE LINE AND 11 FEET EAST OF A
 RQ0653'WITNESS POST.  THE MARK IS STAMPED JIM 1954.
 RQ0653'
 RQ0653'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0653'POST PROJECTING 6 INCHES.  IT IS 10 FEET SOUTH OF CENTER OF TRACK
 RQ0653'ROAD AND AT THE NORTH EDGE OF A CULTIVATED FIELD.  THE MARK IS
 RQ0653'STAMPED JIM NO 1 1954.
 RQ0653'
 RQ0653'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0653'POST PROJECTING 6 INCHES.  IT IS 8 FEET WEST OF CENTER OF TRACK
 RQ0653'ROAD AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK IS STAMPED JIM
 RQ0653'NO 2 1954.
 RQ0653'
 RQ0653'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RQ0653'POST PROJECTING 4 INCHES.  IT IS 12.5 FT EAST OF CENTER OF TRACK
 RQ0653'ROAD, 3 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A
 RQ0653'FENCE LINE.  THE MARK IS STAMPED JIM 1954.
 RQ0653'
 RQ0653'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RQ0653
 RQ0653                          STATION RECOVERY (1974)
 RQ0653
 RQ0653'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0653'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE ALL FOUND TO BE
 RQ0653'IN GOOD CONDITION.  1954 ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1901 ***********************************************************************
 TE1901  DESIGNATION -  JIM
 TE1901  PID         -  TE1901
 TE1901  STATE/COUNTY-  ND/TOWNER
 TE1901  USGS QUAD   -  ROCK LAKE (1970)
 TE1901
 TE1901                         *CURRENT SURVEY CONTROL
 TE1901  ___________________________________________________________________
 TE1901* NAD 83(1996)-  48 52 13.92540(N)    099 14 36.00653(W)     ADJUSTED  
 TE1901* NAVD 88     -       469.3    (meters)    1540.     (feet)  VERTCON   
 TE1901  ___________________________________________________________________
 TE1901  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 TE1901  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 TE1901
 TE1901  HORZ ORDER  -  SECOND
 TE1901
 TE1901.The horizontal coordinates were established by classical geodetic methods
 TE1901.and adjusted by the National Geodetic Survey in January 1998..
 TE1901
 TE1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1901
 TE1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1901
 TE1901.The geoid height was determined by GEOID03.
 TE1901
 TE1901;                    North         East     Units Scale Factor Converg.
 TE1901;SPC ND N     -   208,731.869   692,189.193   MT  1.00003010   +0 56 06.5
 TE1901;SPC ND N     -   684,815.84  2,270,961.92   iFT  1.00003010   +0 56 06.5
 TE1901;UTM  14      - 5,413,092.457   482,155.776   MT  0.99960391   -0 10 59.8
 TE1901
 TE1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1901!SPC ND N     -   0.99993005  x   1.00003010  =   0.99996015
 TE1901!UTM  14      -   0.99993005  x   0.99960391  =   0.99953399
 TE1901
 TE1901|---------------------------------------------------------------------|
 TE1901| PID    Reference Object                     Distance      Geod. Az  |
 TE1901|                                                           dddmmss.s |
 TE1901| CO7024 JIM RM 2                             21.740 METERS 00514     |
 TE1901| TE1905 RUSTY                               APPROX. 7.9 KM 0842011.0 |
 TE1901| CO7023 JIM RM 1                             20.698 METERS 25952     |
 TE1901|---------------------------------------------------------------------|
 TE1901
 TE1901                          SUPERSEDED SURVEY CONTROL
 TE1901
 TE1901  NAD 83(1986)-  48 52 13.92471(N)    099 14 35.98398(W) AD(       ) 2
 TE1901  NAD 27      -  48 52 13.89741(N)    099 14 34.48363(W) AD(       ) 2
 TE1901  NGVD 29 (07/19/86)  468.9    (m)         1538.     (f) VERT ANG       
 TE1901
 TE1901.Superseded values are not recommended for survey control.
 TE1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1901.See file dsdata.txt to determine how the superseded data were derived.
 TE1901
 TE1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV8215613092(NAD 83)
 TE1901_MARKER: DD = SURVEY DISK
 TE1901_SETTING: 0 = UNSPECIFIED SETTING
 TE1901
 TE1901  HISTORY     - Date     Condition        Report By
 TE1901  HISTORY     - 1968     MONUMENTED       USGS
 TE1901
 TE1901                          STATION DESCRIPTION
 TE1901
 TE1901'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1901'THE STATION IS ABOUT 5.5 MI N. OF ROCKLAKE, NORTH DAKOTA, NEAR THE
 TE1901'QUARTER COR. BETWEEN SECS. 7 AND 8, T. 162 N., R. 66 W., 96 FT N.
 TE1901'AND 91 FT W. OF THE CENTER OF N.-S. RD. AND RD. W.
 TE1901'
 TE1901'TO REACH THE STATION FROM THE CENTER OF ROCKLAKE, NORTH DAKOTA,
 TE1901'GO N. 5.5 MI AND STATION ON LEFT (W.).
 TE1901'
 TE1901'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1901'ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL
 TE1901'TO WITHIN 1 IN. OF CAP, STAMPED ET JIM 1968, STATION IS FLUSH WITH
 TE1901'THE GROUND, 96 FT N. AND 91 FT W. OF CENTER OF N.-S. RD. AND RD.
 TE1901'W., EXTENDED 7 FT S. AND 7 FT E. OF HIGHLINE POLE, 7 FT E. OF
 TE1901'USGS WITNESS POST.
 TE1901'
 TE1901'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1901'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1901'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED JIM NO 1 1968, MARK IS FLUSH
 TE1901'WITH THE GROUND, 83 FT N. AND 158 FT W. OF THE CENTER OF N.-S. RD.
 TE1901'AND RD. W. EXTENDED.
 TE1901'
 TE1901'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1901'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED
 TE1901'WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED JIM NO 2 1968, MARK IS
 TE1901'FLUSH WITH THE GROUND, 166 FT N. AND 84 FT W. OF THE CENTER OF
 TE1901'N.-S.  RD. AND RD. W. EXTENDED.
 TE1901'
 TE1901'AZIMUTH MARK, NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2032 ***********************************************************************
 TF2032  DESIGNATION -  JINKS
 TF2032  PID         -  TF2032
 TF2032  STATE/COUNTY-  ND/MCHENRY
 TF2032  USGS QUAD   -  TOWNER SE (1954)
 TF2032
 TF2032                         *CURRENT SURVEY CONTROL
 TF2032  ___________________________________________________________________
 TF2032* NAD 83(1996)-  48 18 42.25144(N)    100 18 23.28374(W)     ADJUSTED  
 TF2032* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TF2032  ___________________________________________________________________
 TF2032  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 TF2032  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF2032
 TF2032  HORZ ORDER  -  SECOND
 TF2032
 TF2032.The horizontal coordinates were established by classical geodetic methods
 TF2032.and adjusted by the National Geodetic Survey in January 1998..
 TF2032
 TF2032.The orthometric height was scaled from a topographic map.
 TF2032
 TF2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2032
 TF2032.The geoid height was determined by GEOID03.
 TF2032
 TF2032;                    North         East     Units Scale Factor Converg.
 TF2032;SPC ND N     -   145,859.508   614,354.369   MT  0.99994368   +0 08 38.4
 TF2032;SPC ND N     -   478,541.69  2,015,598.32   iFT  0.99994368   +0 08 38.4
 TF2032;UTM  14      - 5,351,774.185   403,132.918   MT  0.99971529   -0 58 32.6
 TF2032
 TF2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2032!SPC ND N     -   0.99993093  x   0.99994368  =   0.99987462
 TF2032!UTM  14      -   0.99993093  x   0.99971529  =   0.99964624
 TF2032
 TF2032|---------------------------------------------------------------------|
 TF2032| PID    Reference Object                     Distance      Geod. Az  |
 TF2032|                                                           dddmmss.s |
 TF2032| CO7026 JINKS RM 1                           23.058 METERS 03014     |
 TF2032| CO7025 JINKS AZ MK                                        0372245.3 |
 TF2032| CO7027 JINKS RM 2                           32.626 METERS 30726     |
 TF2032|---------------------------------------------------------------------|
 TF2032
 TF2032                          SUPERSEDED SURVEY CONTROL
 TF2032
 TF2032  NAD 83(1986)-  48 18 42.25609(N)    100 18 23.28562(W) AD(       ) 2
 TF2032  NAD 27      -  48 18 42.25900(N)    100 18 21.79700(W) AD(       ) 2
 TF2032
 TF2032.Superseded values are not recommended for survey control.
 TF2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2032.See file dsdata.txt to determine how the superseded data were derived.
 TF2032
 TF2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU0313351774(NAD 83)
 TF2032_MARKER: DS = TRIANGULATION STATION DISK
 TF2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2032
 TF2032  HISTORY     - Date     Condition        Report By
 TF2032  HISTORY     - 1946     MONUMENTED       CGS
 TF2032  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TF2032
 TF2032                          STATION DESCRIPTION
 TF2032
 TF2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2032'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF THE VILLAGE
 TF2032'OF BERWICK ON A LOW HILL AND ON THE NORTHERN EDGE OF A CULTIVATED
 TF2032'FIELD.  IT IS 31 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 TF2032'A SECTION LINE ROAD AND 6-1/2 FEET SOUTH OF A WITNESS POST.
 TF2032'THE SURFACE-STATION MARK IS 15-INCHES BELOW THE SURFACE OF THE
 TF2032'GROUND AND THE DISK IS STAMPED JINKS 1946.
 TF2032'
 TF2032'REFERENCE MARK NO. 1 IS 75.65 FEET NORTHEAST OF THE STATION,
 TF2032'43 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A SECTION LINE
 TF2032'ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK
 TF2032'PROJECTS 2 INCHES AND THE DISK IS STAMPED JINKS NO 1 1946.
 TF2032'
 TF2032'REFERENCE MARK NO. 2 IS 107.04 FEET NORTHWEST OF THE STATION,
 TF2032'44 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A SECTION LINE
 TF2032'ROAD AND 1-1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE
 TF2032'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JINKS NO 2 1946.
 TF2032'
 TF2032'THE AZIMUTH MARK IS 0.35 MILE NORTHEAST OF THE STATION, 34
 TF2032'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 TF2032'2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 TF2032'FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 TF2032'JINKS 1946.
 TF2032'
 TF2032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2032'SOUTH MAIN STREET IN TOWNER, GO EAST ON U.S. HIGHWAY 2 FOR 4.9
 TF2032'MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 2.7 MILES TO
 TF2032'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON SOUTH
 TF2032'FOR 0.3 MILE TO A CROSSROAD, THENCE TURN RIGHT AND GO 0.2 MILE
 TF2032'AND THE STATION ON THE LEFT AS DESCRIBED.
 TF2032'
 TF2032'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2032
 TF2032                          STATION RECOVERY (1962)
 TF2032
 TF2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2032'THE STATION MARK WAS SEARCHED FOR AND IT COULD NOT BE LOCATED.
 TF2032'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND DESTROYED OR MOVED
 TF2032'FROM THEIR ORIGINAL POSITION ON THE NORTH SIDE OF THE ROAD.
 TF2032'THERE HAS BEEN A CONSIDERABLE AMOUNT OF ROAD IMPROVEMENT IN THE
 TF2032'VICINITY OF THE STATION.  THE ROAD BED HAS BEEN RAISED AND THE
 TF2032'GRADER DITCH HAS BEEN CUT DEEPER.  IT IS BELIEVED THE STATION
 TF2032'MARK HAS BEEN DESTROYED AND THE UNDERGROUND MARK WAS NOT
 TF2032'LOCATED.  THE AZIMUTH MARK WAS FOUND LYING ON THE GROUND ON THE
 TF2032'WEST EDGE OF A CULTIVATED FIELD AND VERY NEAR ITS ORIGINAL
 TF2032'POSITION.
 TF2032'
 TF2032'THE ORIGINAL DESCRIPTION IS ADEQUATE TO REACH.
 TF2032'
 TF2032'IT WOULD REQUIRE A 64-FOOT TOWER TO RE-ESTABLISH THIS STATION AT
 TF2032'THIS TIME.  THE TOWER SHOULD BE BUILT ON THE NORTH SIDE OF THE
 TF2032'ROAD IF THIS STATION IS TO BE RE-ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AE1793 ***********************************************************************
 AE1793  CBN         -  This is a Cooperative Base Network Control Station.
 AE1793  PACS        -  This is a Primary Airport Control Station.
 AE1793  DESIGNATION -  JMS C
 AE1793  PID         -  AE1793
 AE1793  STATE/COUNTY-  ND/STUTSMAN
 AE1793  USGS QUAD   -  JAMESTOWN (1990)
 AE1793
 AE1793                         *CURRENT SURVEY CONTROL
 AE1793  ___________________________________________________________________
 AE1793* NAD 83(1996)-  46 55 40.77543(N)    098 40 47.47691(W)     ADJUSTED  
 AE1793* NAVD 88     -       454.36   (meters)    1490.7    (feet)  GPS OBS   
 AE1793  ___________________________________________________________________
 AE1793  X           -    -658,560.155 (meters)                     COMP
 AE1793  Y           -  -4,313,853.499 (meters)                     COMP
 AE1793  Z           -   4,636,615.829 (meters)                     COMP
 AE1793  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 AE1793  ELLIP HEIGHT-         430.01  (meters)          (04/10/03) GPS OBS
 AE1793  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AE1793
 AE1793  HORZ ORDER  -  B
 AE1793  ELLP ORDER  -  FOURTH    CLASS I
 AE1793
 AE1793.This mark is at Jamestown Airport (JMS)
 AE1793
 AE1793.The horizontal coordinates were established by GPS observations
 AE1793.and adjusted by the National Geodetic Survey in August 1997..
 AE1793
 AE1793.The orthometric height was determined by GPS observations and a
 AE1793.high-resolution geoid model.
 AE1793
 AE1793.GPS derived orthometric heights for airport stations designated as
 AE1793.PACS or SACS are published to 2 decimal places.  This maintains
 AE1793.centimeter relative accuracy between the PACS and SACS.  It does
 AE1793.not indicate centimeter accuracy relative to other marks which are
 AE1793.part of the NAVD 88 network.
 AE1793
 AE1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE1793
 AE1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE1793
 AE1793.The ellipsoidal height was determined by GPS observations
 AE1793.and is referenced to NAD 83.
 AE1793
 AE1793.The geoid height was determined by GEOID03.
 AE1793
 AE1793;                    North         East     Units Scale Factor Converg.
 AE1793;SPC ND S     -   141,811.127   738,597.731   MT  0.99993717   +1 19 39.3
 AE1793;SPC ND S     -   465,259.60  2,423,220.90   iFT  0.99993717   +1 19 39.3
 AE1793;UTM  14      - 5,197,212.043   524,371.903   MT  0.99960730   +0 14 01.9
 AE1793
 AE1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE1793!SPC ND S     -   0.99993260  x   0.99993717  =   0.99986977
 AE1793!UTM  14      -   0.99993260  x   0.99960730  =   0.99953993
 AE1793
 AE1793                          SUPERSEDED SURVEY CONTROL
 AE1793
 AE1793  ELLIP H (08/29/97)  430.04   (m)                       GP(       ) 3 2
 AE1793
 AE1793.Superseded values are not recommended for survey control.
 AE1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE1793.See file dsdata.txt to determine how the superseded data were derived.
 AE1793
 AE1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2437297212(NAD 83)
 AE1793_MARKER: DH = HORIZONTAL CONTROL DISK
 AE1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE1793_SP_SET: DEEP CONCRETE/STEEL REIN. DRAIN
 AE1793_STAMPING: JMS C 1996
 AE1793_MARK LOGO: NGS   
 AE1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE1793+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE1793
 AE1793  HISTORY     - Date     Condition        Report By
 AE1793  HISTORY     - 1996     MONUMENTED       NGS
 AE1793
 AE1793                          STATION DESCRIPTION
 AE1793
 AE1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AE1793'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ON THE
 AE1793'NORTHEAST SIDE OF JAMESTOWN AT THE JAMESTOWN MUNICIPAL AIRPORT, ACROSS
 AE1793'THE APRON FROM THE TERMINAL, IN A GRASS ISLAND CREATED BY THE JUNCTION
 AE1793'OF RUNWAY 4-22, TAXIS C AND D, AND THE APRON.  OWNERSHIP -- JAMESTOWN
 AE1793'MUNICIPAL AIRPORT AUTHORITY, P.O. BOX 1560, JAMESTOWN, ND 58402-1560.
 AE1793'AIRPORT MANAGER IS TODD HANSON.  AIRPORT PHONE IS 701-252-6466.  HOME
 AE1793'PHONE IS 701-252-4136.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AE1793'INTERSTATE HIGHWAY 94 AND THE BLOOM EXIT (EXIT 262) ABOUT 3 KM (1.85
 AE1793'MI) EAST-SOUTHEAST OF JAMESTOWN, GO NORTH ON THE ROAD FOR 3.2 KM (2.00
 AE1793'MI) TO THE PAVED JUNCTION OF COUNTY ROAD 40 (OLD HIGHWAY 10) 0.96 KM
 AE1793'(0.60 MI) AFTER CROSSING A RAILROAD TRACK. TURN LEFT, WEST, ON THE
 AE1793'ROAD FOR 4.02 KM (2.50 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 AE1793'RIGHT.  TURN RIGHT, NORTH, ON THE ROAD FOR 0.48 KM (0.30 MI) TO THE
 AE1793'TERMINAL AND PARKING LOT AHEAD, AND THE AIRPORT OFFICE AND HANGAR ON
 AE1793'THE LEFT.  TURN LEFT, WEST, THEN NORTHWEST, PASSING THE OFFICE AND
 AE1793'HANGAR AND CROSSING THE APRON FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF
 AE1793'TAXI E (LEADING TO RUNWAY END 4). TURN RIGHT, NORTHEAST AND EAST ALONG
 AE1793'THE TAXI AND ACROSS THE APRON IN FRONT OF THE TERMINAL FOR ABOUT 50 M
 AE1793'(164.0 FT) TO THE NORTHWEST CORNER OF THE APRON IN FRONT OF THE
 AE1793'TERMINAL AND TAXI D (LEADING TO RUNWAY END 13) ON THE LEFT.  TURN
 AE1793'LEFT, NORTHWEST, ALONG TAXI D FOR 0.08 KM (0.05 MI) TO THE STATION ON
 AE1793'THE RIGHT.  THE STATION IS SET IN THE TOP OF AND NEAR THE NORTH CORNER
 AE1793'OF A 1.85 M (6.07 FT) SQUARE CONCRETE STEEL REINFORCED 3.5 M (11.5 FT)
 AE1793'DEEP DRAIN SET FLUSH WITH THE GROUND.  IT IS 89.4 M (293.3 FT) WEST OF
 AE1793'THE CENTER OF TAXI C (LEADING FROM THE APRON TO THE JUNCTION OF THE
 AE1793'RUNWAYS), 86.7 M (284.4 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF
 AE1793'THE APRON, 77.3 M (253.6 FT) NORTHEAST OF THE CENTER OF TAXI D, 72.5 M
 AE1793'(237.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22, 67.1 M
 AE1793'(220.1 FT) WEST-SOUTHWEST OF A SKY LIGHT AND 0.25 M (0.82 FT)
 AE1793'SOUTH-SOUTHWEST OF THE NORTH CORNER OF THE DRAIN AND A FIBERGLASS
 AE1793'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1853 ***********************************************************************
 TE1853  DESIGNATION -  JOE
 TE1853  PID         -  TE1853
 TE1853  STATE/COUNTY-  ND/RAMSEY
 TE1853  USGS QUAD   -  MUNICH SW (1971)
 TE1853
 TE1853                         *CURRENT SURVEY CONTROL
 TE1853  ___________________________________________________________________
 TE1853* NAD 83(1996)-  48 30 22.57378(N)    098 53 02.71824(W)     ADJUSTED  
 TE1853* NAVD 88     -       464.7    (meters)    1525.     (feet)  VERTCON   
 TE1853  ___________________________________________________________________
 TE1853  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 TE1853  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 TE1853
 TE1853  HORZ ORDER  -  SECOND
 TE1853
 TE1853.The horizontal coordinates were established by classical geodetic methods
 TE1853.and adjusted by the National Geodetic Survey in January 1998..
 TE1853
 TE1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1853
 TE1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1853
 TE1853.The geoid height was determined by GEOID03.
 TE1853
 TE1853;                    North         East     Units Scale Factor Converg.
 TE1853;SPC ND N     -   168,725.134   719,390.223   MT  0.99996290   +1 12 08.8
 TE1853;SPC ND N     -   553,560.15  2,360,204.14   iFT  0.99996290   +1 12 08.8
 TE1853;UTM  14      - 5,372,579.064   508,561.548   MT  0.99960090   +0 05 12.6
 TE1853
 TE1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1853!SPC ND N     -   0.99993092  x   0.99996290  =   0.99989382
 TE1853!UTM  14      -   0.99993092  x   0.99960090  =   0.99953184
 TE1853
 TE1853|---------------------------------------------------------------------|
 TE1853| PID    Reference Object                     Distance      Geod. Az  |
 TE1853|                                                           dddmmss.s |
 TE1853| CO7028 JOE RM 1                             19.857 METERS 00452     |
 TE1853| CO7029 JOE RM 2                             18.759 METERS 17141     |
 TE1853| TE1852 SIEVERT                             APPROX. 8.6 KM 3320709.2 |
 TE1853|---------------------------------------------------------------------|
 TE1853
 TE1853                          SUPERSEDED SURVEY CONTROL
 TE1853
 TE1853  NAD 83(1986)-  48 30 22.57234(N)    098 53 02.71140(W) AD(       ) 2
 TE1853  NAD 27      -  48 30 22.54872(N)    098 53 01.24035(W) AD(       ) 2
 TE1853  NGVD 29 (07/19/86)  464.3    (m)         1523.     (f) VERT ANG       
 TE1853
 TE1853.Superseded values are not recommended for survey control.
 TE1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1853.See file dsdata.txt to determine how the superseded data were derived.
 TE1853
 TE1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0856272579(NAD 83)
 TE1853_MARKER: DD = SURVEY DISK
 TE1853_SETTING: 0 = UNSPECIFIED SETTING
 TE1853
 TE1853  HISTORY     - Date     Condition        Report By
 TE1853  HISTORY     - 1968     MONUMENTED       USGS
 TE1853
 TE1853                          STATION DESCRIPTION
 TE1853
 TE1853'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE1853'THE STATION IS ABOUT 3.7 MI N. OF STARKWEATER, NEAR THE QUARTER
 TE1853'COR. BETWEEN SECS. 14 AND 15, T. 158 N., R. 64 W., ABOUT 0.4 MI N.
 TE1853'OF A CROSSROADS, 72 FT W. OF HWY. 20 ON TOP OF SMALL RISE ON HWY.
 TE1853'RIGHT-OF-WAY.
 TE1853'
 TE1853'TO REACH FROM THE INTERSECTION OF STATE HWY. 20 AND MAIN STREET IN
 TE1853'STARKWEATHER, 90 FT N. ON STATE HWY. 20 FOR 3.3 MI TO A CROSSROADS,
 TE1853'CONTINUE N. FOR 0.4 MI TO TOP OF SMALL HILL AND STATION ON THE
 TE1853'LEFT.
 TE1853'
 TE1853'THE STATION, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1853'STEEL ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1853'TO WITHIN 1 IN. OF CAP.  STAMPED ET JOE 1968, IS 72 FT W. OF HWY.
 TE1853'20, 21 FT S. AND 3 FT E. OF POWER LINE POLE, 3 FT E. OF METAL
 TE1853'WITNESS POST AND IS FLUSH WITH THE GROUND.
 TE1853'
 TE1853'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1853'COATED STEEL ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1853'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED JOE NO 1 1968, IS 67 FT W.
 TE1853'OF HWY. 20, 45 FT N. AND 9 FT E. OF POWER LINE POLE.  IT IS NNE. OF
 TE1853'STATION AND IS FLUSH WITH THE GROUND.
 TE1853'
 TE1853'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1853'COATED STEEL ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1853'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED JOE NO 2 1968, IS 63 FT W.
 TE1853'OF HWY. 20, IT IS S. OF THE STATION AND IS FLUSH WITH THE GROUND.
 TE1853'
 TE1853'NO AZIMUTH MARK SET.
 TE1853'
 TE1853'REFERENCE AZIMUTH USED - CO-OP ELEVATOR VENT IN ST. JOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0690 ***********************************************************************
 RQ0690  DESIGNATION -  JOHNSON
 RQ0690  PID         -  RQ0690
 RQ0690  STATE/COUNTY-  ND/STUTSMAN
 RQ0690  USGS QUAD   -  BLOOM (1975)
 RQ0690
 RQ0690                         *CURRENT SURVEY CONTROL
 RQ0690  ___________________________________________________________________
 RQ0690* NAD 83(1996)-  46 58 14.63227(N)    098 31 26.72864(W)     ADJUSTED  
 RQ0690* NAVD 88     -       466.4    (meters)    1530.     (feet)  VERTCON   
 RQ0690  ___________________________________________________________________
 RQ0690  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 RQ0690  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 RQ0690
 RQ0690  HORZ ORDER  -  FIRST
 RQ0690
 RQ0690.The horizontal coordinates were established by classical geodetic methods
 RQ0690.and adjusted by the National Geodetic Survey in January 1998..
 RQ0690
 RQ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0690
 RQ0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0690
 RQ0690.The geoid height was determined by GEOID03.
 RQ0690
 RQ0690;                    North         East     Units Scale Factor Converg.
 RQ0690;SPC ND S     -   146,847.089   750,336.680   MT  0.99993866   +1 26 28.3
 RQ0690;SPC ND S     -   481,781.79  2,461,734.51   iFT  0.99993866   +1 26 28.3
 RQ0690;UTM  14      - 5,202,021.486   536,200.959   MT  0.99961611   +0 20 52.4
 RQ0690
 RQ0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0690!SPC ND S     -   0.99993075  x   0.99993866  =   0.99986941
 RQ0690!UTM  14      -   0.99993075  x   0.99961611  =   0.99954689
 RQ0690
 RQ0690:                Primary Azimuth Mark                     Grid Az
 RQ0690:SPC ND S     -  JOHNSON AZ MK                            136 01 24.3
 RQ0690:UTM  14      -  JOHNSON AZ MK                            137 07 00.2
 RQ0690
 RQ0690|---------------------------------------------------------------------|
 RQ0690| PID    Reference Object                     Distance      Geod. Az  |
 RQ0690|                                                           dddmmss.s |
 RQ0690| CO5718 JOHNSON AZ MK                                      1372752.6 |
 RQ0690| RQ0621 SPIRITWOOD NPRR MICROWAVE MAST      APPROX. 5.1 KM 1415149.5 |
 RQ0690| RQ0689 SPIRITWOOD KFWR MICROWAVE TWR       APPROX. 4.0 KM 1612711.2 |
 RQ0690| CO5719 JOHNSON RM 1                         19.785 METERS 17836     |
 RQ0690| RQ0691 JAMESTOWN KXJB MICROWAVE MAST       APPROX. 9.0 KM 2265703.3 |
 RQ0690| SM1139 SPIRITWOOD KXBG MICROWAVE TWR       APPROX. 5.7 KM 3554205.4 |
 RQ0690| CO5720 JOHNSON RM 2                         23.363 METERS 35926     |
 RQ0690|---------------------------------------------------------------------|
 RQ0690
 RQ0690                          SUPERSEDED SURVEY CONTROL
 RQ0690
 RQ0690  NAD 83(1986)-  46 58 14.63587(N)    098 31 26.72054(W) AD(       ) 1
 RQ0690  NAD 27      -  46 58 14.67475(N)    098 31 25.38447(W) AD(       ) 1
 RQ0690  NGVD 29 (07/19/86)  466.0    (m)         1529.     (f) VERT ANG       
 RQ0690
 RQ0690.Superseded values are not recommended for survey control.
 RQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0690.See file dsdata.txt to determine how the superseded data were derived.
 RQ0690
 RQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT3620102021(NAD 83)
 RQ0690_MARKER: DS = TRIANGULATION STATION DISK
 RQ0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0690
 RQ0690  HISTORY     - Date     Condition        Report By
 RQ0690  HISTORY     - 1967     MONUMENTED       CGS
 RQ0690
 RQ0690                          STATION DESCRIPTION
 RQ0690
 RQ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RQ0690'STATION IS LOCATED ABOUT ABOUT 10 MILES NORTHEAST OF JAMESTOWN,
 RQ0690'3 MILES NORTH-NORTHEAST OF SPIRITWOOD, ON TOWNSHIP PROPERTY AND
 RQ0690'IN THE SW 1/4 , SECTION 4, T.140 N., R 62 W.
 RQ0690'
 RQ0690'TO REACH STATION FROM THE POST OFFICE IN SPIRITWOOD, GO WEST ON
 RQ0690'A SURFACED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 RQ0690'NORTH ON GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN
 RQ0690'LEFT AND GO WEST ON GRAVELED ROAD FOR 0.65 MILE TO A RAILROAD
 RQ0690'CROSSING AND AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST ON THE
 RQ0690'GRAVELED ROAD FOR 0.35 MILE TO A TRACK ROAD, RIGHT.  TURN RIGHT
 RQ0690'AND GO NORTH ON THE TRACK ROAD FOR 0.4 MILE TO TOP OF GRADE AND
 RQ0690'STATION ON THE RIGHT, EAST SIDE OF ROAD AS DESCRIBED.
 RQ0690'
 RQ0690'STATION MARK IS A STANDARD TRIANGULATION MARK DISK, SET
 RQ0690'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RQ0690'SURFACE OF THE GROUND AND IS STAMPED JOHNSON 1967.  IT IS 22
 RQ0690'FEET EAST OF CENTER OF THE TRACK ROAD AND 1.8 FEET WEST OF A
 RQ0690'NORTH-SOUTH FENCELINE.
 RQ0690'
 RQ0690'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET
 RQ0690'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND
 RQ0690'IS STAMPED JOHNSON NO 1 1967.  IT IS 21 FEET EAST OF CENTER OF
 RQ0690'THE TRACK ROAD AND 1.0 FOOT WEST OF THE NORTH-SOUTH FENCELINE.
 RQ0690'
 RQ0690'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 RQ0690'THE TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH AND IS
 RQ0690'STAMPED JOHNSON NO 2 1967.  IT IS 22-1/2 FEET EAST OF CENTER
 RQ0690'OF THE TRACK ROAD, 13.5 FEET NORTH OF CENTER OF A GATE AND 1.1
 RQ0690'FEET WEST OF THE NORTH-SOUTH FENCELINE.
 RQ0690'
 RQ0690'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF
 RQ0690'A ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 RQ0690'JOHNSON 1967.  IT IS 54-1/2 FEET NORTH OF A GRAVELED ROAD, 44.6
 RQ0690'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 9.1 FEET NORTH
 RQ0690'OF A FENCE CORNER AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 RQ0690'
 RQ0690'HEIGHT OF PLATE ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2003 ***********************************************************************
 TF2003  DESIGNATION -  JOHNSON
 TF2003  PID         -  TF2003
 TF2003  STATE/COUNTY-  ND/BOTTINEAU
 TF2003  USGS QUAD   -  LAKE MC ARTHUR (1956)
 TF2003
 TF2003                         *CURRENT SURVEY CONTROL
 TF2003  ___________________________________________________________________
 TF2003* NAD 83(1996)-  48 58 17.81709(N)    100 29 00.81233(W)     ADJUSTED  
 TF2003* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 TF2003  ___________________________________________________________________
 TF2003  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 TF2003  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 TF2003
 TF2003  HORZ ORDER  -  FIRST
 TF2003
 TF2003.The horizontal coordinates were established by classical geodetic methods
 TF2003.and adjusted by the National Geodetic Survey in January 1998..
 TF2003
 TF2003.The orthometric height was scaled from a topographic map.
 TF2003
 TF2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2003
 TF2003.The geoid height was determined by GEOID03.
 TF2003
 TF2003;                    North         East     Units Scale Factor Converg.
 TF2003;SPC ND N     -   219,221.190   601,203.770   MT  1.00005599   +0 00 44.0
 TF2003;SPC ND N     -   719,229.63  1,972,453.31   iFT  1.00005599   +0 00 44.0
 TF2003;UTM  14      - 5,425,360.945   391,428.766   MT  0.99974481   -1 07 09.4
 TF2003
 TF2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2003!SPC ND N     -   0.99988311  x   1.00005599  =   0.99993909
 TF2003!UTM  14      -   0.99988311  x   0.99974481  =   0.99962795
 TF2003
 TF2003:                Primary Azimuth Mark                     Grid Az
 TF2003:SPC ND N     -  SUMMIT                                   051 43 05.0
 TF2003:UTM  14      -  SUMMIT                                   052 50 58.4
 TF2003
 TF2003|---------------------------------------------------------------------|
 TF2003| PID    Reference Object                     Distance      Geod. Az  |
 TF2003|                                                           dddmmss.s |
 TF2003| TF2004 SUMMIT                              APPROX. 5.0 KM 0514349.0 |
 TF2003|---------------------------------------------------------------------|
 TF2003
 TF2003                          SUPERSEDED SURVEY CONTROL
 TF2003
 TF2003  NAD 83(1986)-  48 58 17.80940(N)    100 29 00.81609(W) AD(       ) 1
 TF2003  NAD 27      -  48 58 17.74700(N)    100 28 59.26400(W) AD(       ) 1
 TF2003
 TF2003.Superseded values are not recommended for survey control.
 TF2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2003.See file dsdata.txt to determine how the superseded data were derived.
 TF2003
 TF2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV9142925361(NAD 83)
 TF2003_MARKER: DS = TRIANGULATION STATION DISK
 TF2003_SETTING: 0 = UNSPECIFIED SETTING
 TF2003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2003
 TF2003  HISTORY     - Date     Condition        Report By
 TF2003  HISTORY     - 1922     MONUMENTED       GSC
 TF2003  HISTORY     - 1931     GOOD             CGS
 TF2003  HISTORY     - 1953     GOOD             CGS
 TF2003
 TF2003                          STATION DESCRIPTION
 TF2003
 TF2003'DESCRIBED BY GEODETIC SURVEY OF CANADA 1922
 TF2003'ON THE SECOND HIGH RIDGE OF THE TURTLE MOUNTAINS AS APPROACHED
 TF2003'FROM THE WEST, ABOUT ONE-THIRD MILE NORTH OF A DESERTED
 TF2003'HOUSE.  THE STATION IS ACCESSIBLE BY MOTOR FROM SOURIS, BY
 TF2003'FIRST TRAVELING WEST, THEN SOUTHEAST, AND THEN NEARLY DUE
 TF2003'NORTH ALONG A ROCK-STREWN TRAIL FOR 5 OR 6 MILES.  THE
 TF2003'STATION IS IN SE 1/4 SEC. 34, T. 164 N., R. 76 W., FIFTH
 TF2003'PRINCIPAL MERIDIAN, NEAR THE EAST SIDE OF THE SECTION.
 TF2003'
 TF2003'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY
 TF2003'STATION MARK.
 TF2003
 TF2003                          STATION RECOVERY (1931)
 TF2003
 TF2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (MB)
 TF2003'RECOVERED, AND IN GOOD CONDITION.  STANDARD GEODETIC SURVEY
 TF2003'OF CANADA CONCRETE POST AND BRONZE TABLET.  OLD 40-FOOT
 TF2003'SIGNAL STILL STANDING AND CAN BE USED AGAIN WITH FEW REPAIRS.
 TF2003'
 TF2003'THIS STATION IS LOCATED ON THE SECOND HIGH RIDGE TO THE EAST,
 TF2003'ON THE TURTLE MOUNTAINS NEAR THE EAST SECTION LINE OF SOUTHEAST
 TF2003'QUARTER SEC. 10, T. 164 N., R. 76 W., ON PROPERTY OF MR.
 TF2003'JAMES PEDIE, OF DELORAINE, MANITOBA, CANADA.
 TF2003'
 TF2003'TO REACH FROM BOTTINEAU, NORTH DAKOTA, GO BY ROAD LEADING
 TF2003'NORTH FROM SCHOOL AND HOSPITAL (ONE BLOCK WEST OF MAIN STREET)
 TF2003'1.3 MILES TO CROSSROADS, MAKING CURVE TO WEST AT ABOUT ONE-HALF
 TF2003'MILE, TURN RIGHT HERE AND FOLLOW MAIN ROAD STRAIGHT AHEAD
 TF2003'4-1/2 MILES TO ROAD LEADING RIGHT INTO THE MOUNTAINS.  A
 TF2003'CONSIDERABLE AMOUNT OF ROCKS ARE PILED ALONG THE FENCES ON
 TF2003'EITHER SIDE OF THIS ROAD.  AT THIS POINT ELEVATORS AT CARBURY
 TF2003'ARE PLAINLY VISIBLE STRAIGHT DOWN SECTION-LINE ROAD LEADING
 TF2003'TO LEFT (WEST).  ROAD STRAIGHT AHEAD LEADS TO SOURIS.  TAKE
 TF2003'THIS ROCK-STREWN ROAD TO RIGHT AND FOLLOW MAIN TRAVEL ABOUT
 TF2003'5.0 MILES TO A GATE ENTERING A CULTIVATED FIELD, PASSING
 TF2003'WHITE CHURCH ON RIGHT (EAST) AT ABOUT 2.0 MILES AND SCHOOL ON
 TF2003'LEFT AT 4.0 MILES.  A SHORT DISTANCE BEYOND SCHOOL, ROADS
 TF2003'BEARS TO LEFT, CROSSES SOME CLEARED LAND AND TURNS NORTH
 TF2003'INTO TIMBER AND GATE MENTIONED ABOVE.  HERE TURN RIGHT, AND
 TF2003'FOLLOW AROUND EASTERN EDGE OF FIELD TO AN
 TF2003'EAST-AND-WEST FENCE, ABOUT 300 YARDS
 TF2003'BEYOND (NORTH OF) FARM BUILDINGS.  FOLLOW ROAD WEST ALONG
 TF2003'NORTH SIDE OF THIS FENCE AND CONTINUE ON MAIN ROAD TO AN
 TF2003'OLD SHACK SITTING ON SMALL KNOLL, TURN TO RIGHT ACROSS
 TF2003'SMALL CLEARING, THROUGH GATE AND FOLLOW MAIN ROAD 0.3 MILE
 TF2003'TO TOP OF HILL, AND STATION.
 TF2003'
 TF2003'OFFICE NOTE--POINT COMPUTED TO BE NEAR LINE BETWEEN SECS. 2
 TF2003'AND 3, T. 163 N., R. 76 W.
 TF2003
 TF2003                          STATION RECOVERY (1953)
 TF2003
 TF2003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (BRA)
 TF2003'STATION RECOVERED IN EXCELLENT CONDITION.  OLD 40-FOOT SIGNAL
 TF2003'TOWER IS NO LONGER STANDING.  APPARENTLY TOWER WAS DISMANTLED
 TF2003'AS NO PIECES OR PORTIONS ARE VISIBLE AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1651 ***********************************************************************
 SN1651  DESIGNATION -  JOHNSON
 SN1651  PID         -  SN1651
 SN1651  STATE/COUNTY-  ND/MCLEAN
 SN1651  USGS QUAD   -  WASHBURN NE (1980)
 SN1651
 SN1651                         *CURRENT SURVEY CONTROL
 SN1651  ___________________________________________________________________
 SN1651* NAD 83(1996)-  47 24 32.59226(N)    101 00 57.83650(W)     ADJUSTED  
 SN1651* NAVD 88     -       627.2    (meters)    2058.     (feet)  VERTCON   
 SN1651  ___________________________________________________________________
 SN1651  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 SN1651  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 SN1651
 SN1651  HORZ ORDER  -  FIRST
 SN1651
 SN1651.The horizontal coordinates were established by classical geodetic methods
 SN1651.and adjusted by the National Geodetic Survey in January 1998..
 SN1651
 SN1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1651
 SN1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1651
 SN1651.The geoid height was determined by GEOID03.
 SN1651
 SN1651;                    North         East     Units Scale Factor Converg.
 SN1651;SPC ND N     -    45,609.468   561,050.774   MT  1.00000486   -0 23 02.5
 SN1651;SPC ND N     -   149,637.36  1,840,717.76   iFT  1.00000486   -0 23 02.5
 SN1651;SPC ND S     -   193,812.377   561,051.492   MT  0.99998613   -0 22 35.1
 SN1651;SPC ND S     -   635,867.38  1,840,720.12   iFT  0.99998613   -0 22 35.1
 SN1651;UTM  14      - 5,252,592.765   347,903.755   MT  0.99988430   -1 29 04.3
 SN1651
 SN1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1651!SPC ND N     -   0.99990493  x   1.00000486  =   0.99990979
 SN1651!SPC ND S     -   0.99990493  x   0.99998613  =   0.99989106
 SN1651!UTM  14      -   0.99990493  x   0.99988430  =   0.99978924
 SN1651
 SN1651:                Primary Azimuth Mark                     Grid Az
 SN1651:SPC ND N     -  JOHNSON AZ MK                            013 03 55.2
 SN1651:SPC ND S     -  JOHNSON AZ MK                            013 03 27.8
 SN1651:UTM  14      -  JOHNSON AZ MK                            014 09 57.0
 SN1651
 SN1651|---------------------------------------------------------------------|
 SN1651| PID    Reference Object                     Distance      Geod. Az  |
 SN1651|                                                           dddmmss.s |
 SN1651| CQ7926 JOHNSON AZ MK                                      0124052.7 |
 SN1651| CQ7927 JOHNSON RM 1                         34.092 METERS 10312     |
 SN1651| CQ7929 JOHNSON RM 3                         14.265 METERS 15053     |
 SN1651| CQ7928 JOHNSON RM 2                         24.603 METERS 20601     |
 SN1651| SN1659 UNDERWOOD CATHOLIC CH SPIRE         APPROX.10.7 KM 2973656.1 |
 SN1651| SN1660 UNDERWOOD PRESB CHURCH SPIRE        APPROX.10.5 KM 2980905.7 |
 SN1651|---------------------------------------------------------------------|
 SN1651
 SN1651                          SUPERSEDED SURVEY CONTROL
 SN1651
 SN1651  NAD 83(1986)-  47 24 32.59318(N)    101 00 57.82566(W) AD(       ) 1
 SN1651  NAD 27      -  47 24 32.60700(N)    101 00 56.29600(W) AD(       ) 1
 SN1651  NGVD 29 (07/19/86)  626.8    (m)         2056.     (f) VERT ANG       
 SN1651
 SN1651.Superseded values are not recommended for survey control.
 SN1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1651.See file dsdata.txt to determine how the superseded data were derived.
 SN1651
 SN1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4790452593(NAD 83)
 SN1651_MARKER: DS = TRIANGULATION STATION DISK
 SN1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1651
 SN1651  HISTORY     - Date     Condition        Report By
 SN1651  HISTORY     - 1934     MONUMENTED       CGS
 SN1651  HISTORY     - 1957     GOOD             CGS
 SN1651  HISTORY     - 1967     GOOD             USGS
 SN1651  HISTORY     - 1968     GOOD             CGS
 SN1651  HISTORY     - 1972     SEE DESCRIPTION  NGS
 SN1651
 SN1651                          STATION DESCRIPTION
 SN1651
 SN1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1651'STATION IS ON HIGHEST POINT OF A STONY HILL, IN THE S EDGE OF A
 SN1651'PLOWED FIELD, 1/2 MILE SW OF JOHNSONS FARM BUILDINGS, 0.05 MILE
 SN1651'W OF DIM SECTION-LINE ROAD, 8.0 MILES N OF WASHBURN IN SEC. 5,
 SN1651'T 145 N, R 81 W, AND PROJECTS 14 INCHES.
 SN1651'
 SN1651'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2, AND AZIMUTH
 SN1651'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 SN1651'
 SN1651'REFERENCE MARK NO. 1 IS A STANDARD DISK REFERENCE MARK WEDGED
 SN1651'IN A DRILL HOLE IN A BOULDER.  IT IS
 SN1651'ESE OF STATION, ACROSS SHALLOW DIP IN S EDGE OF PLOWED FIELD.
 SN1651'
 SN1651'REFERENCE MARK NO. 2 IS SSW OF STATION, ON S SLOPE OF SAME KNOLL
 SN1651'AND PROJECTS 8 INCHES.
 SN1651'
 SN1651'AZIMUTH MARK IS NNE OF STATION, 2 FEET W OF E RIGHT-OF-WAY FENCE
 SN1651'AND SECTION-LINE ROADWAY AND PROJECTS 10 INCHES.
 SN1651'
 SN1651'REACHED FROM STANDARD OIL STATION IN WASHBURN, AT POINT WHERE
 SN1651'U.S. HIGHWAY 83 TURNS SHARP N, BY GOING N ON HIGHWAY 83, 8.9
 SN1651'MILES, THEN LEAVE HIGHWAY 83 AT TWO MAIL BOXES AND A MILK CAN
 SN1651'STAND ON THE LEFT, AND TURN DUE E ON GRADED ROAD AND GO 1.0 MILE.
 SN1651'AT THREE FENCE CORNERS, 1/3 MILE W OF JOHNSONS FARM BUILDINGS,
 SN1651'LEAVE MAIN ROAD AND TAKE DIM SECTION-LINE ROAD S ALONG W SIDE
 SN1651'OF WOVEN WIRE FENCE, AND GO 0.4 MILE TO TOP OF GRADE AT ROCK
 SN1651'PILE.  TURN W ALONG S EDGE OF PLOWED FIELD AND GO 0.05 MILE TO
 SN1651'HIGHEST GROUND AND STATION.
 SN1651'
 SN1651'A 4-FOOT STAND WILL CLEAR ALL LINES.
 SN1651
 SN1651                          STATION RECOVERY (1957)
 SN1651
 SN1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1651'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1651'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 SN1651'ADEQUATE.  U.S. HIGHWAY 83 HAS BEEN REROUTED AT WASHBURN BUT
 SN1651'THE MILEAGE CHECKS BY FOLLOWING THE PRESENT ROUTE.
 SN1651
 SN1651                          STATION RECOVERY (1967)
 SN1651
 SN1651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SN1651'STATION RECOVERED.  REFERENCE MARKS AND AZIMUTH MARK WERE FOUND
 SN1651'IN GOOD CONDITION AS DESCRIBED.
 SN1651'
 SN1651'DISTANCE AND DIRECTIONS TO R.M.S AND AZIMUTH MARK CHECKED.
 SN1651'
 SN1651'THE OLD DESCRIPTION IS ADEQUATE.
 SN1651'
 SN1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 SN1651'NORTH OF WASHBURN
 SN1651
 SN1651                          STATION RECOVERY (1968)
 SN1651
 SN1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 SN1651'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1651'CONDITION.  WITNESS POST WERE SET 1 FOOT EAST OF THE STATION
 SN1651'MARK AND 1 FOOT EAST OF THE AZIMUTH MARK.
 SN1651'
 SN1651'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 SN1651
 SN1651                          STATION RECOVERY (1972)
 SN1651
 SN1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SN1651'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 SN1651'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAS
 SN1651'BEEN DESTROYED, THE BOULDER IN WHICH IT WAS SET HAS BEEN MOVED,
 SN1651'THE DISK WAS REMOVED AT THIS TIME.  THE AREA AROUND THE STATION
 SN1651'MARK IS UNDER CULTIVATION AND THE PROPERTY OWNER ASKED THAT IT
 SN1651'BE MOVED OR LOWERED.  THE SURFACE AND SUBSURFACE STATION MARKS
 SN1651'WERE REMOVED AND NEW MARKS SET LOWER.  REFERENCE MARK NO. 3
 SN1651'WAS SET.
 SN1651'
 SN1651'A NEW DESCRIPTION FOLLOWS--
 SN1651'
 SN1651'THE STATION IS LOCATED IN SEC. 5, T 145 N, R 81 W.  ABOUT 8
 SN1651'MILES NORTH OF WASHBURN, 6 MILES SOUTHEAST OF UNDERWOOD, AND 1
 SN1651'MILE EAST OF U.S. HIGHWAY 83, ON HIGH GROUND IN A CULTIVATED
 SN1651'FIELD OWNED BY MR. CARL EKLAND.
 SN1651'
 SN1651'THE STATION MARK IS A STANDARD DISK STAMPED JOHNSON 1934 1972,
 SN1651'SET IN A ROUND CONCRETE MONUMENT 30-INCHES IN DIAMETER AND
 SN1651'18-INCHES BELOW THE SURFACE.  IT IS 430 FEET WEST OF THE CENTER
 SN1651'OF THE SECTION LINE ROAD, 125 FEET EAST OF THE WEST EDGE OF THE
 SN1651'FIELD, 30 FEET NORTH OF THE SOUTH EDGE OF THE FIELD, AND
 SN1651'19 FEET NORTH OF THE PROJECTED LINE OF THE FENCE RUNNING EAST
 SN1651'FROM THE SECTION LINE ROAD.
 SN1651'
 SN1651'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JOHNSON NO
 SN1651'2 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.
 SN1651'IT IS IN ROUGH GROUND, 470 FEET WEST OF THE CENTER OF THE SECTION
 SN1651'LINE ROAD, 82 FEET EAST OF THE WEST EDGE OF FIELD, 37 FEET SOUTH
 SN1651'OF SOUTH EDGE OF FIELD, AND 1.5 FEET EAST OF A METAL WITNESS
 SN1651'POST.
 SN1651'
 SN1651'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED JOHNSON 1934 NO
 SN1651'3 1972, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 16-INCHES.
 SN1651'IT IS IN ROUGH GROUND AT THE EAST EDGE OF A SMALL ROCK PILE, 410
 SN1651'FEET WEST OF THE CENTER OF THE SECTION LINE ROAD, 145 FEET EAST
 SN1651'OF THE WEST EDGE OF THE FIELD, AND 14 FEET SOUTH OF THE SOUTH
 SN1651'EDGE OF THE CULTIVATED FIELD.
 SN1651'
 SN1651'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 SN1651'JOHNSON AZIMUTH 1934, SET IN A SQUARE CONCRETE MONUMENT WHICH
 SN1651'PROJECTS 8-INCHES.  IT IS 258 FEET SOUTH OF THE CENTER OF THE
 SN1651'EAST-WEST GRADED ROAD, 20 FEET EAST OF THE CENTER OF THE SECTION
 SN1651'LINE ROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  ON THE
 SN1651'WEST EDGE OF THE JOHNSON RANCH.
 SN1651'
 SN1651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 SN1651'THE SOUTH ENTRANCE TO UNDERWOOD, GO EAST ON HIGHWAY 83 FOR 4.6
 SN1651'MILES, THENCE SOUTH ON HIGHWAY 83 FOR 3.2 MILES TO THE CROSSROAD
 SN1651'INTERSECTION WITH COUNTY ROAD 16, TURN LEFT AND GO EAST ON COUNTY
 SN1651'ROAD 16 FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT LEADING TO THE
 SN1651'FARM HOME OF MR. CARL EKLAND, THE PROPERTY OWNER, CONTINUE
 SN1651'EAST ON GRADED ROAD FOR 0.5 MILE TO A SECTION LINE TRACK ROAD
 SN1651'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, TURN RIGHT AND
 SN1651'GO SOUTH ON THE TRACK ROAD FOR 0.4 MILE TO THE TOP OF RIDGE
 SN1651'AND THE STATION IN THE FIELD ON THE RIGHT AS DESCRIBED.
 SN1651'
 SN1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 SN1651'SE OF UNDERWOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1064 ***********************************************************************
 TD1064  DESIGNATION -  JOLIETTE TALL CHURCH SPIRE
 TD1064  PID         -  TD1064
 TD1064  STATE/COUNTY-  ND/PEMBINA
 TD1064  USGS QUAD   -  JOLIETTE (1979)
 TD1064
 TD1064                         *CURRENT SURVEY CONTROL
 TD1064  ___________________________________________________________________
 TD1064* NAD 83(1996)-  48 49 04.43010(N)    097 13 34.35260(W)     ADJUSTED  
 TD1064* NAVD 88     -                                                        
 TD1064  ___________________________________________________________________
 TD1064  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 TD1064  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 TD1064
 TD1064  HORZ ORDER  -  THIRD
 TD1064
 TD1064.The horizontal coordinates were established by classical geodetic methods
 TD1064.and adjusted by the National Geodetic Survey in January 1998..
 TD1064
 TD1064
 TD1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1064
 TD1064.The geoid height was determined by GEOID03.
 TD1064
 TD1064;                    North         East     Units Scale Factor Converg.
 TD1064;SPC ND N     -   207,236.259   840,353.102   MT  1.00001787   +2 26 10.1
 TD1064;SPC ND N     -   679,908.99  2,757,063.98   iFT  1.00001787   +2 26 10.1
 TD1064;SPC MN N     -   365,792.028   497,107.362   MT  1.00005034   -3 03 30.3
 TD1064;UTM  14      - 5,408,729.767   630,209.128   MT  0.99980829   +1 20 06.6
 TD1064
 TD1064                          SUPERSEDED SURVEY CONTROL
 TD1064
 TD1064  NAD 83(1986)-  48 49 04.41789(N)    097 13 34.34339(W) AD(       ) 4
 TD1064  NAD 27      -  48 49 04.47300(N)    097 13 33.09000(W) AD(       ) 3
 TD1064
 TD1064.Superseded values are not recommended for survey control.
 TD1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1064.See file dsdata.txt to determine how the superseded data were derived.
 TD1064
 TD1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV3020908730(NAD 83)
 TD1064_MARKER: 90 = CHURCH SPIRE
 TD1064
 TD1064  HISTORY     - Date     Condition        Report By
 TD1064  HISTORY     - 1907     FIRST OBSERVED   CGS
 TD1064
 TD1064                          STATION DESCRIPTION
 TD1064
 TD1064'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1891 ***********************************************************************
 TG1891  DESIGNATION -  JONES CUT
 TG1891  PID         -  TG1891
 TG1891  STATE/COUNTY-  ND/WILLIAMS
 TG1891  USGS QUAD   -  TRENTON (1976)
 TG1891
 TG1891                         *CURRENT SURVEY CONTROL
 TG1891  ___________________________________________________________________
 TG1891* NAD 83(1996)-  48 06 02.82527(N)    103 45 01.78017(W)     ADJUSTED  
 TG1891* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 TG1891  ___________________________________________________________________
 TG1891  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 TG1891  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1891
 TG1891  HORZ ORDER  -  SECOND
 TG1891
 TG1891.The horizontal coordinates were established by classical geodetic methods
 TG1891.and adjusted by the National Geodetic Survey in January 1998..
 TG1891
 TG1891.The orthometric height was scaled from a topographic map.
 TG1891
 TG1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1891
 TG1891.The geoid height was determined by GEOID03.
 TG1891
 TG1891;                    North         East     Units Scale Factor Converg.
 TG1891;SPC ND N     -   127,495.364   357,990.957   MT  0.99993588   -2 25 07.7
 TG1891;SPC ND N     -   418,291.88  1,174,511.01   iFT  0.99993588   -2 25 07.7
 TG1891;UTM  13      - 5,328,257.189   593,025.018   MT  0.99970633   +0 55 48.4
 TG1891
 TG1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1891!SPC ND N     -   0.99990340  x   0.99993588  =   0.99983929
 TG1891!UTM  13      -   0.99990340  x   0.99970633  =   0.99960976
 TG1891
 TG1891:                Primary Azimuth Mark                     Grid Az
 TG1891:SPC ND N     -  SCOTT                                    099 43 26.5
 TG1891:UTM  13      -  SCOTT                                    096 22 30.4
 TG1891
 TG1891|---------------------------------------------------------------------|
 TG1891| PID    Reference Object                     Distance      Geod. Az  |
 TG1891|                                                           dddmmss.s |
 TG1891| TG1879 SCOTT                               APPROX. 9.2 KM 0971818.8 |
 TG1891|---------------------------------------------------------------------|
 TG1891
 TG1891                          SUPERSEDED SURVEY CONTROL
 TG1891
 TG1891  NAD 83(1986)-  48 06 02.82668(N)    103 45 01.77798(W) AD(       ) 2
 TG1891  NAD 27      -  48 06 02.73900(N)    103 45 00.04000(W) AD(       ) 2
 TG1891
 TG1891.Superseded values are not recommended for survey control.
 TG1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1891.See file dsdata.txt to determine how the superseded data were derived.
 TG1891
 TG1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9302528257(NAD 83)
 TG1891_MARKER: Z = SEE DESCRIPTION
 TG1891_SETTING: 0 = UNSPECIFIED SETTING
 TG1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1891
 TG1891  HISTORY     - Date     Condition        Report By
 TG1891  HISTORY     - 1889     MONUMENTED       MORC
 TG1891
 TG1891                          STATION DESCRIPTION
 TG1891
 TG1891'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 TG1891'JONES CUT (MORC) 1889.  IS ON LEFT BANK, ON ROLLING PRAIRIE,
 TG1891'ABOUT ONE-HALF OF A MILE BACK OF JONES CUT, WHICH IS 4 MILES
 TG1891'WEST FROM WILLISTON, N. DAK. EL. NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0797 ***********************************************************************
 SO0797  DESIGNATION -  JORGENSON
 SO0797  PID         -  SO0797
 SO0797  STATE/COUNTY-  ND/MCKENZIE
 SO0797  USGS QUAD   -  LONE BUTTE NW (1959)
 SO0797
 SO0797                         *CURRENT SURVEY CONTROL
 SO0797  ___________________________________________________________________
 SO0797* NAD 83(1996)-  47 43 33.53299(N)    103 13 02.23416(W)     ADJUSTED  
 SO0797* NAVD 88     -       761.8    (meters)    2499.     (feet)  VERTCON   
 SO0797  ___________________________________________________________________
 SO0797  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 SO0797  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0797
 SO0797  HORZ ORDER  -  THIRD
 SO0797
 SO0797.The horizontal coordinates were established by classical geodetic methods
 SO0797.and adjusted by the National Geodetic Survey in January 1998..
 SO0797
 SO0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0797
 SO0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0797
 SO0797.The geoid height was determined by GEOID03.
 SO0797
 SO0797;                    North         East     Units Scale Factor Converg.
 SO0797;SPC ND N     -    84,311.305   396,201.408   MT  0.99995534   -2 01 19.3
 SO0797;SPC ND N     -   276,611.89  1,299,873.39   iFT  0.99995534   -2 01 19.3
 SO0797;UTM  13      - 5,287,384.022   633,683.010   MT  0.99981961   +1 19 09.4
 SO0797
 SO0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0797!SPC ND N     -   0.99988336  x   0.99995534  =   0.99983871
 SO0797!UTM  13      -   0.99988336  x   0.99981961  =   0.99970299
 SO0797
 SO0797:                Primary Azimuth Mark                     Grid Az
 SO0797:SPC ND N     -  CLAY                                     246 44 35.0
 SO0797:UTM  13      -  CLAY                                     243 24 06.3
 SO0797
 SO0797|---------------------------------------------------------------------|
 SO0797| PID    Reference Object                     Distance      Geod. Az  |
 SO0797|                                                           dddmmss.s |
 SO0797| SO0799 CLAY                                APPROX. 7.5 KM 2444315.7 |
 SO0797|---------------------------------------------------------------------|
 SO0797
 SO0797                          SUPERSEDED SURVEY CONTROL
 SO0797
 SO0797  NAD 83(1986)-  47 43 33.53036(N)    103 13 02.22111(W) AD(       ) 3
 SO0797  NAD 27      -  47 43 33.49051(N)    103 13 00.54263(W) AD(       ) 3
 SO0797  NGVD 29 (07/19/86)  761.3    (m)         2498.     (f) VERT ANG       
 SO0797
 SO0797.Superseded values are not recommended for survey control.
 SO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0797.See file dsdata.txt to determine how the superseded data were derived.
 SO0797
 SO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3368387384(NAD 83)
 SO0797_MARKER: DD = SURVEY DISK
 SO0797_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0797_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0797
 SO0797  HISTORY     - Date     Condition        Report By
 SO0797  HISTORY     - 1957     MONUMENTED       USGS
 SO0797
 SO0797                          STATION DESCRIPTION
 SO0797
 SO0797'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0797'STATION IS LOCATED ABOUT 5.0 MI S. AND 3.0 MI E. OF WATFORD CITY, ON
 SO0797'THE HIGHEST POINT OF A VERY PROMINENT HILL IN THE NW. 1/4 SEC. 15,
 SO0797'T. 149 N., R. 98 W., ON LAND OWNED AND OCCUPIED BY MR. CARL JORGENSON.
 SO0797'ABOUT 200 FT NW. OF BEND IN TRAIL.  A STANDARD TABLET
 SO0797'STAMPED---JORGENSON 1957---WELDED IN TOP OF A 3 IN. IRON PIPE
 SO0797'PROJECTING 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1156 ***********************************************************************
 SM1156  DESIGNATION -  JUANITA MONARCH ELEV CO ELEV
 SM1156  PID         -  SM1156
 SM1156  STATE/COUNTY-  ND/FOSTER
 SM1156  USGS QUAD   -  JUANITA (1961)
 SM1156
 SM1156                         *CURRENT SURVEY CONTROL
 SM1156  ___________________________________________________________________
 SM1156* NAD 83(1996)-  47 30 06.07563(N)    098 41 14.23553(W)     ADJUSTED  
 SM1156* NAVD 88     -                                                        
 SM1156  ___________________________________________________________________
 SM1156  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 SM1156  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 SM1156
 SM1156  HORZ ORDER  -  THIRD
 SM1156
 SM1156.The horizontal coordinates were established by classical geodetic methods
 SM1156.and adjusted by the National Geodetic Survey in January 1998..
 SM1156
 SM1156
 SM1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1156
 SM1156.The geoid height was determined by GEOID03.
 SM1156
 SM1156;                    North         East     Units Scale Factor Converg.
 SM1156;SPC ND N     -    57,385.492   736,557.483   MT  0.99998726   +1 20 56.0
 SM1156;SPC ND N     -   188,272.61  2,416,527.18   iFT  0.99998726   +1 20 56.0
 SM1156;UTM  14      - 5,260,964.680   523,550.675   MT  0.99960682   +0 13 50.0
 SM1156
 SM1156                          SUPERSEDED SURVEY CONTROL
 SM1156
 SM1156  NAD 83(1986)-  47 30 06.07728(N)    098 41 14.23279(W) AD(       ) 4
 SM1156  NAD 27      -  47 30 06.09200(N)    098 41 12.86600(W) AD(       ) 3
 SM1156
 SM1156.Superseded values are not recommended for survey control.
 SM1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1156.See file dsdata.txt to determine how the superseded data were derived.
 SM1156
 SM1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2355160965(NAD 83)
 SM1156_MARKER: 84 = LIGHTNING ROD
 SM1156
 SM1156  HISTORY     - Date     Condition        Report By
 SM1156  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1156
 SM1156                          STATION DESCRIPTION
 SM1156
 SM1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1156'THIS INTERSECTION STATION IS LOCATED ON THE S SIDE OF THE
 SM1156'VILLAGE OF JUANITA, ABOUT 300 YARDS E OF THE NORTHERN PACIFIC
 SM1156'RAILROAD DEPOT AND 60 FEET S OF THE RAILROAD TRACKS.  IT IS
 SM1156'OF WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 70 FEET HIGH.
 SM1156'IT IS THE MORE WESTERLY AND THE TALLER OF TWO ELEVATORS AND WAS
 SM1156'BUILT IN 1905.  THE OBJECT SIGHTED ON WAS THE CENTER ONE OF
 SM1156'THREE LIGHTNING RODS ON THE HIGHEST PART OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0714 ***********************************************************************
 RQ0714  DESIGNATION -  JUD PUBLIC SCHOOL CUPOLA
 RQ0714  PID         -  RQ0714
 RQ0714  STATE/COUNTY-  ND/LA MOURE
 RQ0714  USGS QUAD   -  JUD (1953)
 RQ0714
 RQ0714                         *CURRENT SURVEY CONTROL
 RQ0714  ___________________________________________________________________
 RQ0714* NAD 83(1996)-  46 31 23.85250(N)    098 53 40.78155(W)     ADJUSTED  
 RQ0714* NAVD 88     -                                                        
 RQ0714  ___________________________________________________________________
 RQ0714  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 RQ0714  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 RQ0714
 RQ0714  HORZ ORDER  -  THIRD
 RQ0714
 RQ0714.The horizontal coordinates were established by classical geodetic methods
 RQ0714.and adjusted by the National Geodetic Survey in January 1998..
 RQ0714
 RQ0714
 RQ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0714
 RQ0714.The geoid height was determined by GEOID03.
 RQ0714
 RQ0714;                    North         East     Units Scale Factor Converg.
 RQ0714;SPC ND S     -    96,477.831   723,162.645   MT  0.99995054   +1 10 15.3
 RQ0714;SPC ND S     -   316,528.32  2,372,580.86   iFT  0.99995054   +1 10 15.3
 RQ0714;UTM  14      - 5,152,196.925   508,079.366   MT  0.99960080   +0 04 35.2
 RQ0714
 RQ0714                          SUPERSEDED SURVEY CONTROL
 RQ0714
 RQ0714  NAD 83(1986)-  46 31 23.85784(N)    098 53 40.77013(W) AD(       ) 4
 RQ0714  NAD 27      -  46 31 23.95000(N)    098 53 39.36000(W) AD(       ) 3
 RQ0714
 RQ0714.Superseded values are not recommended for survey control.
 RQ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0714.See file dsdata.txt to determine how the superseded data were derived.
 RQ0714
 RQ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS0807952197(NAD 83)
 RQ0714_MARKER: 86 = CUPOLA
 RQ0714
 RQ0714  HISTORY     - Date     Condition        Report By
 RQ0714  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0714
 RQ0714                          STATION DESCRIPTION
 RQ0714
 RQ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0714'POINT OBSERVED UPON IS THE TIP OF THE 60-FOOT CUPOLA ATOP THE
 RQ0714'PUBLIC SCHOOL BUILDING, LOCATED S OF THE INTERSECTION OF
 RQ0714'RANEY AND FUGIE STREETS, BETWEEN SCHOOL AND RAVELY STREETS.
 RQ0714'
 RQ0714'STATION OBSERVED UPON FROM DEISEM AND JUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0712 ***********************************************************************
 RQ0712  DESIGNATION -  JUD RESET
 RQ0712  PID         -  RQ0712
 RQ0712  STATE/COUNTY-  ND/LA MOURE
 RQ0712  USGS QUAD   -  JUD SE (1953)
 RQ0712
 RQ0712                         *CURRENT SURVEY CONTROL
 RQ0712  ___________________________________________________________________
 RQ0712* NAD 83(1996)-  46 36 08.24591(N)    098 52 07.64853(W)     ADJUSTED  
 RQ0712* NAVD 88     -       517.07   (+/-2cm)    1696.4    (feet)  VERTCON   
 RQ0712  ___________________________________________________________________
 RQ0712  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 RQ0712  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 RQ0712
 RQ0712  HORZ ORDER  -  FIRST
 RQ0712  VERT ORDER  -  THIRD ? (See Below)
 RQ0712
 RQ0712.The horizontal coordinates were established by classical geodetic methods
 RQ0712.and adjusted by the National Geodetic Survey in January 1998..
 RQ0712
 RQ0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0712.The vertical order pertains to the NGVD 29 superseded value.
 RQ0712
 RQ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0712
 RQ0712.The geoid height was determined by GEOID03.
 RQ0712
 RQ0712;                    North         East     Units Scale Factor Converg.
 RQ0712;SPC ND S     -   105,297.981   724,964.815   MT  0.99994404   +1 11 23.2
 RQ0712;SPC ND S     -   345,465.82  2,378,493.49   iFT  0.99994404   +1 11 23.2
 RQ0712;UTM  14      - 5,160,978.002   510,048.997   MT  0.99960124   +0 05 43.2
 RQ0712
 RQ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0712!SPC ND S     -   0.99992273  x   0.99994404  =   0.99986677
 RQ0712!UTM  14      -   0.99992273  x   0.99960124  =   0.99952400
 RQ0712
 RQ0712:                Primary Azimuth Mark                     Grid Az
 RQ0712:SPC ND S     -  JUD AZ MK                                093 40 53.1
 RQ0712:UTM  14      -  JUD AZ MK                                094 46 33.1
 RQ0712
 RQ0712|---------------------------------------------------------------------|
 RQ0712| PID    Reference Object                     Distance      Geod. Az  |
 RQ0712|                                                           dddmmss.s |
 RQ0712| CO5724 JUD AZ MK                                          0945216.3 |
 RQ0712| CO5728 JUD RM 3                             70.439 METERS 16252     |
 RQ0712| CO5726 JUD RM 1                             44.397 METERS 18447     |
 RQ0712| CO5725 JUD AZ MK RESET                                    1923052.5 |
 RQ0712| RQ0713 JUD ST PAUL EVAN LUTH CHURCH        APPROX. 8.7 KM 1970424.5 |
 RQ0712| CO5729 JUD RM 4                             76.014 METERS 20629     |
 RQ0712| CO5727 JUD RM 2                             41.007 METERS 27428     |
 RQ0712|---------------------------------------------------------------------|
 RQ0712
 RQ0712                          SUPERSEDED SURVEY CONTROL
 RQ0712
 RQ0712  NAD 83(1986)-  46 36 08.25142(N)    098 52 07.63763(W) AD(       ) 1
 RQ0712  NAD 27      -  46 36 08.33400(N)    098 52 06.23600(W) AD(       ) 1
 RQ0712  NGVD 29 (07/19/86)  516.68   (m)         1695.1    (f) LEVELING    3  
 RQ0712
 RQ0712.Superseded values are not recommended for survey control.
 RQ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0712.See file dsdata.txt to determine how the superseded data were derived.
 RQ0712
 RQ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS1004960978(NAD 83)
 RQ0712_MARKER: DS = TRIANGULATION STATION DISK
 RQ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0712
 RQ0712  HISTORY     - Date     Condition        Report By
 RQ0712  HISTORY     - 1934     MONUMENTED       CGS
 RQ0712  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RQ0712  HISTORY     - 1963     GOOD             CGS
 RQ0712
 RQ0712                          STATION DESCRIPTION
 RQ0712
 RQ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0712'STATION IS LOCATED ABOUT 5-1/2 MILES NNE OF JUD, IN THE SW
 RQ0712'1/4 OF SEC. 9, T 136 N, R 65 W, ABOUT 0.15 MILE E OF THE W
 RQ0712'LINE AND ABOUT 170 FEET N OF THE S LINE OF THE ABOVE QUARTER
 RQ0712'SECTION ON PROPERTY OWNED BY JORDAN BROTHERS, OF CHERRY VALLEY,
 RQ0712'IOWA, AND UNDER THE CHARGE OF MR. FRANK MANNING OF JUD, NORTH
 RQ0712'DAKOTA.  STATION IS ABOUT 300 FEET NE FROM THE FARMHOUSE,
 RQ0712'44 FEET SSE OF SE CORNER OF A BARNYARD SHED, AND 12 FEET E
 RQ0712'OF THE E FENCE OF THE YARD.  MARK PROJECTS ABOUT 6 INCHES
 RQ0712'ABOVE THE SURFACE.
 RQ0712'
 RQ0712'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 RQ0712'CONCRETE CYLINDERS.
 RQ0712'
 RQ0712'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 RQ0712'AT THE CENTER OF THE TOP OF SQUARE BLOCKS OF CONCRETE.
 RQ0712'
 RQ0712'REFERENCE MARK NO. 1 IS S OF THE STATION, 39 FEET N OF CENTER
 RQ0712'LINE OF E-W ROAD AT THE FENCE CORNER.  MARK PROJECTS ABOUT 6 INCHES
 RQ0712'ABOVE THE GROUND.
 RQ0712'
 RQ0712'REFERENCE MARK NO. 2 IS W OF THE STATION AT SE CORNER OF BARN.
 RQ0712'MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 RQ0712'
 RQ0712'AZIMUTH MARK IS E OF THE STATION, 35 FEET S OF CENTER LINE OF
 RQ0712'E-W ROAD LEADING TO STATION, AND PROJECTS ABOUT 6 INCHES ABOVE
 RQ0712'THE SURFACE.
 RQ0712'
 RQ0712'STATION IS REACHED FROM THE W JUNCTION OF U.S. HIGHWAY 281
 RQ0712'AND STATE HIGHWAY 46 BY GOING W ON STATE HIGHWAY 46 FOR 7.6
 RQ0712'MILES TO CROSSROADS AND SECTION CORNER.  TURN LEFT (S), GO 2.0
 RQ0712'MILES ON DIRT ROAD TO CROSSROADS AND SECTION CORNER.  TURN
 RQ0712'LEFT (E), GO ABOUT 0.1 MILE TO SMALL FARMHOUSE AND STATION
 RQ0712'ON LEFT, HOME OF MR. LOUIS GREWATZ.
 RQ0712'
 RQ0712'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0712
 RQ0712                          STATION RECOVERY (1961)
 RQ0712
 RQ0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0712'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0712'CONDITION.  ALL BUILDINGS AND FENCES HAD BEEN REMOVED FROM THE
 RQ0712'AREA AND THE STATION AND REFERENCE MARKS WERE IN A CULTIVATED
 RQ0712'FIELD.
 RQ0712'
 RQ0712'THE SURFACE STATION AND UNDERGROUND MARKS WERE LOWERED VERTICALLY
 RQ0712'AND THE SURFACE MARK IS NOW ABOUT 8 INCHES BELOW THE SURFACE
 RQ0712'OF THE GROUND.  THE STATION IS ABOUT 0.1 MILE EAST OF THE SECTION
 RQ0712'CORNER AND IS ABOUT 185 FEET NORTH OF THE CENTER OF THE
 RQ0712'SECTION-LINE ROAD.  THE MARK IS STAMPED JUD 1934 1961.
 RQ0712'
 RQ0712'R.M. NO. 3 IS SOUTH-SOUTHEAST OF THE STATION, 34.5 FEET SOUTH
 RQ0712'OF THE CENTER LINE OF THE ROAD AND 1 FOOT NORTH OF A FENCE.
 RQ0712'THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED JUD NO 3
 RQ0712'1934.
 RQ0712'
 RQ0712'R.M. NO. 4 IS SOUTH-SOUTHWEST OF THE STATION, 34.5 FEET SOUTH
 RQ0712'OF THE CENTER LINE OF THE ROAD AND 1 FOOT NORTH OF A FENCE.
 RQ0712'THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS STAMPED
 RQ0712'JUD NO 4 1934.
 RQ0712'
 RQ0712'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST-SOUTHEAST OF THE STATION
 RQ0712'AND IS ABOUT 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  THE
 RQ0712'MARK PROJECTS ABOUT 8 INCHES.
 RQ0712'
 RQ0712'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 RQ0712'RECOVERY.
 RQ0712
 RQ0712                          STATION RECOVERY (1963)
 RQ0712
 RQ0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RQ0712'THE SURFACE MARK AT THIS STATION WAS LOWERED BELOW PLOW DEPTH IN
 RQ0712'1961 AND THE REFERENCE MARKS WERE MOVED OUT OF THE WAY OF
 RQ0712'CULTIVATION.  THE STATION MARK WAS RECOVERED ABOUT 8 INCHES
 RQ0712'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED JUD
 RQ0712'1934 1961.  THE REFERENCE MARKS WERE RECOVERED AND FOUND IN
 RQ0712'GOOD CONDITION.
 RQ0712'
 RQ0712'A REQUEST WAS RECEIVED TO MOVE THE AZIMUTH MARK AS IT WAS IN THE
 RQ0712'WAY OF CULTIVATION.  THIS MARK APPEARED TO BE ON THE ROAD RIGHT
 RQ0712'OF WAY BUT IT WAS MOVED AS THERE WAS DANGER OF IT BEING
 RQ0712'DESTROYED.  THERE WAS NO SUITABLE PLACE TO RESET THIS MARK NEAR
 RQ0712'ITS ORIGINAL LOCATION SO IT WAS RESET ABOUT 0.6 MILE
 RQ0712'SOUTH-SOUTHWEST OF THE STATION.
 RQ0712'
 RQ0712'THE STATION MARK IS IN A CULTIVATED FIELD, ABOUT 0.15 MILE EAST
 RQ0712'OF A SECTION CORNER AND ABOUT 190 FEET NORTH OF THE CENTERLINE
 RQ0712'OF THE ROAD.
 RQ0712'
 RQ0712'R.M. NO. 3 IS SOUTHEAST OF THE STATION AND ABOUT 1 FOOT NORTH
 RQ0712'OF FENCE LINE ALONG SOUTH SIDE OF THE ROAD.  MARK PROJECTS
 RQ0712'ABOUT 10 INCHES AND THE DISK IS STAMPED JUD NO 3 1934.
 RQ0712'
 RQ0712'R.M. NO. 4 IS SOUTHWEST OF THE STATION AND IS ABOUT 1 FOOT
 RQ0712'NORTH OF THE FENCE LINE ALONG SOUTH SIDE OF ROAD.  MARK PROJECTS
 RQ0712'ABOUT 10 INCHES AND THE DISK IS STAMPED JUD NO 4 1934.
 RQ0712'
 RQ0712'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHWEST OF THE
 RQ0712'STATION, ABOUT 100 FEET SOUTH OF A FENCE CORNER AT HALF-SECTION
 RQ0712'LINE, 2 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF
 RQ0712'A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RQ0712'JUD 1934 RESET 1963.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 RQ0712'GO WEST FOR 0.15 MILE TO CROSSROADS, TURN LEFT AND GO SOUTH
 RQ0712'ON A TRACK SECTIONLINE ROAD FOR 0.5 MILE TO THE MARK ON LEFT
 RQ0712'AS DESCRIBED.
 RQ0712'
 RQ0712'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 RQ0712'STATE HIGHWAY 46, ABOUT 19 MILES SOUTH OF JAMESTOWN, GO WEST
 RQ0712'ON STATE HIGHWAY 46 FOR 7.0 MILES TO A T-ROAD LEFT, TURN LEFT
 RQ0712'AND GO SOUTH FOR 2.0 MILES TO CROSSROADS, TURN RIGHT AND GO
 RQ0712'WEST FOR 0.85 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0713 ***********************************************************************
 RQ0713  DESIGNATION -  JUD ST PAUL EVAN LUTH CHURCH
 RQ0713  PID         -  RQ0713
 RQ0713  STATE/COUNTY-  ND/LA MOURE
 RQ0713  USGS QUAD   -  JUD (1953)
 RQ0713
 RQ0713                         *CURRENT SURVEY CONTROL
 RQ0713  ___________________________________________________________________
 RQ0713* NAD 83(1996)-  46 31 37.99310(N)    098 54 07.90092(W)     ADJUSTED  
 RQ0713* NAVD 88     -                                                        
 RQ0713  ___________________________________________________________________
 RQ0713  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 RQ0713  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 RQ0713
 RQ0713  HORZ ORDER  -  THIRD
 RQ0713
 RQ0713.The horizontal coordinates were established by classical geodetic methods
 RQ0713.and adjusted by the National Geodetic Survey in January 1998..
 RQ0713
 RQ0713
 RQ0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0713
 RQ0713.The geoid height was determined by GEOID03.
 RQ0713
 RQ0713;                    North         East     Units Scale Factor Converg.
 RQ0713;SPC ND S     -    96,902.573   722,575.895   MT  0.99995017   +1 09 55.5
 RQ0713;SPC ND S     -   317,921.83  2,370,655.82   iFT  0.99995017   +1 09 55.5
 RQ0713;UTM  14      - 5,152,632.643   507,501.039   MT  0.99960069   +0 04 15.5
 RQ0713
 RQ0713                          SUPERSEDED SURVEY CONTROL
 RQ0713
 RQ0713  NAD 83(1986)-  46 31 37.99865(N)    098 54 07.88941(W) AD(       ) 4
 RQ0713  NAD 27      -  46 31 38.09000(N)    098 54 06.48000(W) AD(       ) 3
 RQ0713
 RQ0713.Superseded values are not recommended for survey control.
 RQ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0713.See file dsdata.txt to determine how the superseded data were derived.
 RQ0713
 RQ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS0750152633(NAD 83)
 RQ0713_MARKER: 91 = CHURCH CROSS
 RQ0713
 RQ0713  HISTORY     - Date     Condition        Report By
 RQ0713  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0713
 RQ0713                          STATION DESCRIPTION
 RQ0713
 RQ0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0713'POINT OBSERVED UPON IS THE CROSS ATOP THE GREEN SPIRE OF THE
 RQ0713'EVANGELICAL LUTHERAN CHURCH, ERECTED IN 1912, AND LOCATED ON
 RQ0713'S JOHNSON STREET, ABOUT 250 FEET N OF PUTMAN STREET.
 RQ0713'
 RQ0713'THIS STATION WAS OBSERVED UPON FROM DEISEM AND JUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0905 ***********************************************************************
 RR0905  DESIGNATION -  JUDSON
 RR0905  PID         -  RR0905
 RR0905  STATE/COUNTY-  ND/MORTON
 RR0905  USGS QUAD   -  JUDSON (1970)
 RR0905
 RR0905                         *CURRENT SURVEY CONTROL
 RR0905  ___________________________________________________________________
 RR0905* NAD 83(1996)-  46 50 51.38300(N)    101 19 18.39980(W)     ADJUSTED  
 RR0905* NAVD 88     -       644.21   (+/-2cm)    2113.5    (feet)  VERTCON   
 RR0905  ___________________________________________________________________
 RR0905  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 RR0905  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 RR0905
 RR0905  HORZ ORDER  -  SECOND
 RR0905  VERT ORDER  -  THIRD ? (See Below)
 RR0905
 RR0905.The horizontal coordinates were established by classical geodetic methods
 RR0905.and adjusted by the National Geodetic Survey in January 1998..
 RR0905
 RR0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0905.The vertical order pertains to the NGVD 29 superseded value.
 RR0905
 RR0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0905
 RR0905.The geoid height was determined by GEOID03.
 RR0905
 RR0905;                    North         East     Units Scale Factor Converg.
 RR0905;SPC ND S     -   131,597.258   537,326.548   MT  0.99993588   -0 35 57.8
 RR0905;SPC ND S     -   431,749.53  1,762,882.38   iFT  0.99993588   -0 35 57.8
 RR0905;UTM  14      - 5,190,846.579   322,987.314   MT  0.99998513   -1 41 39.3
 RR0905
 RR0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0905!SPC ND S     -   0.99990221  x   0.99993588  =   0.99983809
 RR0905!UTM  14      -   0.99990221  x   0.99998513  =   0.99988734
 RR0905
 RR0905|---------------------------------------------------------------------|
 RR0905| PID    Reference Object                     Distance      Geod. Az  |
 RR0905|                                                           dddmmss.s |
 RR0905| CQ7931 JUDSON RM 1                          14.393 METERS 08937     |
 RR0905| CQ7930 JUDSON AZ MK                                       2644802.5 |
 RR0905| CQ7932 JUDSON RM 2                          13.969 METERS 26941     |
 RR0905|---------------------------------------------------------------------|
 RR0905
 RR0905                          SUPERSEDED SURVEY CONTROL
 RR0905
 RR0905  NAD 83(1986)-  46 50 51.37780(N)    101 19 18.38587(W) AD(       ) 2
 RR0905  NAD 27      -  46 50 51.39200(N)    101 19 16.88200(W) AD(       ) 2
 RR0905  NGVD 29 (07/19/86)  643.78   (m)         2112.1    (f) LEVELING    3  
 RR0905
 RR0905.Superseded values are not recommended for survey control.
 RR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0905.See file dsdata.txt to determine how the superseded data were derived.
 RR0905
 RR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2298790847(NAD 83)
 RR0905_MARKER: DS = TRIANGULATION STATION DISK
 RR0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0905
 RR0905  HISTORY     - Date     Condition        Report By
 RR0905  HISTORY     - 1951     MONUMENTED       CGS
 RR0905  HISTORY     - 1957     GOOD             CGS
 RR0905
 RR0905                          STATION DESCRIPTION
 RR0905
 RR0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0905'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 10,
 RR0905'ABOUT 4.5 MILES EAST OF NEW SALEM, ABOUT 2 MILES NORTHWEST OF
 RR0905'JUDSON, 100 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 10,
 RR0905'AND 5 FEET SOUTH OF A WIRE FENCE.
 RR0905'
 RR0905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 RR0905'AND STATE HIGHWAY 31 AT THE NORTHEAST EDGE OF NEW SALEM, GO
 RR0905'EAST ON U.S. HIGHWAY 10 FOR 3.7 MILES TO THE AZIMUTH MARK ON
 RR0905'THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO THE
 RR0905'TOP OF THE HILL AND THE STATION ON THE LEFT.
 RR0905'
 RR0905'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RR0905'JUDSON 1951.
 RR0905'
 RR0905'REFERENCE MARK NO. 1 IS 4 FEET SOUTH OF A WIRE FENCE.  IT
 RR0905'PROJECTS 6 INCHES, AND THE DISK IS STAMPED JUDSON NO 1 1951.
 RR0905'
 RR0905'REFERENCE MARK NO. 2 IS 5 FEET SOUTH OF A WIRE FENCE.  IT
 RR0905'PROJECTS 4 INCHES, AND THE DISK IS STAMPED JUDSON NO 2 1951.
 RR0905'
 RR0905'THE AZIMUTH MARK IS 87 FEET SOUTH OF THE CENTERLINE OF U.S.
 RR0905'HIGHWAY 10 AND 3 FEET NORTHEAST OF A POWER LINE POLE.  IT
 RR0905'PROJECTS 6 INCHES, AND THE DISK IS STAMPED JUDSON 1951.
 RR0905'
 RR0905'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0905'CYLINDERS.
 RR0905
 RR0905                          STATION RECOVERY (1957)
 RR0905
 RR0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0905'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0905'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1336 ***********************************************************************
 TG1336  DESIGNATION -  JUNCTION
 TG1336  PID         -  TG1336
 TG1336  STATE/COUNTY-  ND/WILLIAMS
 TG1336  USGS QUAD   -  WILLISTON WEST (1976)
 TG1336
 TG1336                         *CURRENT SURVEY CONTROL
 TG1336  ___________________________________________________________________
 TG1336* NAD 83(1996)-  48 08 23.57925(N)    103 43 24.47589(W)     ADJUSTED  
 TG1336* NAVD 88     -       634.888  (meters)    2082.96   (feet)  ADJUSTED  
 TG1336  ___________________________________________________________________
 TG1336  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 TG1336  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1336  DYNAMIC HT  -         634.965 (meters)    2083.21  (feet)  COMP
 TG1336  MODELED GRAV-     980,712.2   (mgal)                       NAVD 88
 TG1336
 TG1336  HORZ ORDER  -  SECOND
 TG1336  VERT ORDER  -  FIRST     CLASS II
 TG1336
 TG1336.The horizontal coordinates were established by classical geodetic methods
 TG1336.and adjusted by the National Geodetic Survey in January 1998..
 TG1336
 TG1336.The orthometric height was determined by differential leveling
 TG1336.and adjusted by the National Geodetic Survey in June 1991..
 TG1336
 TG1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1336
 TG1336.The geoid height was determined by GEOID03.
 TG1336
 TG1336.The dynamic height is computed by dividing the NAVD 88
 TG1336.geopotential number by the normal gravity value computed on the
 TG1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1336.degrees latitude (g = 980.6199 gals.).
 TG1336
 TG1336.The modeled gravity was interpolated from observed gravity values.
 TG1336
 TG1336;                    North         East     Units Scale Factor Converg.
 TG1336;SPC ND N     -   131,754.122   360,184.105   MT  0.99993630   -2 23 55.3
 TG1336;SPC ND N     -   432,264.18  1,181,706.38   iFT  0.99993630   -2 23 55.3
 TG1336;UTM  13      - 5,332,635.803   594,965.177   MT  0.99971081   +0 57 02.9
 TG1336
 TG1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1336!SPC ND N     -   0.99990335  x   0.99993630  =   0.99983965
 TG1336!UTM  13      -   0.99990335  x   0.99971081  =   0.99961419
 TG1336
 TG1336:                Primary Azimuth Mark                     Grid Az
 TG1336:SPC ND N     -  WILLISTON MUNICIPAL TANK                 082 24 01.5
 TG1336:UTM  13      -  WILLISTON MUNICIPAL TANK                 079 03 03.3
 TG1336
 TG1336|---------------------------------------------------------------------|
 TG1336| PID    Reference Object                     Distance      Geod. Az  |
 TG1336|                                                           dddmmss.s |
 TG1336| TG1884 WILLISTON MUNICIPAL TANK            APPROX. 6.8 KM 0800006.2 |
 TG1336| TG1882 WILLISTON MONT DAK UTIL CO STK      APPROX. 6.5 KM 0851213.8 |
 TG1336| TG1883 WILLISTON GREAT N RR PWR STACK      APPROX. 7.3 KM 0861721.0 |
 TG1336| TG1663 JUNCTION RM 1                         7.656 METERS 10445     |
 TG1336| TG1541 JUNCTION 2 AZ MK                                   1781912.1 |
 TG1336| CU8946 JUNCTION AZ MK                                     1791937.3 |
 TG1336| TG1741 JUNCTION RM 2                         9.220 METERS 25958     |
 TG1336| TG1337 JUNCTION 2                          101.266 METERS 35602     |
 TG1336|---------------------------------------------------------------------|
 TG1336
 TG1336                          SUPERSEDED SURVEY CONTROL
 TG1336
 TG1336  NAD 83(1986)-  48 08 23.57842(N)    103 43 24.47222(W) AD(       ) 2
 TG1336  NAD 27      -  48 08 23.49300(N)    103 43 22.75600(W) AD(       ) 2
 TG1336  NGVD 29 (??/??/92)  634.38   (m)         2081.3    (f) COMPUTED    1 2
 TG1336
 TG1336.Superseded values are not recommended for survey control.
 TG1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1336.See file dsdata.txt to determine how the superseded data were derived.
 TG1336
 TG1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9496532636(NAD 83)
 TG1336_MARKER: DS = TRIANGULATION STATION DISK
 TG1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1336_STAMPING: JUNCTION 1945
 TG1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1336+STABILITY: SURFACE MOTION
 TG1336
 TG1336  HISTORY     - Date     Condition        Report By
 TG1336  HISTORY     - 1945     MONUMENTED       CGS
 TG1336  HISTORY     - 1946     GOOD             NGS
 TG1336  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TG1336  HISTORY     - 1981     GOOD             NGS
 TG1336
 TG1336                          STATION DESCRIPTION
 TG1336
 TG1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1336'STATION IS LOCATED ABOUT 5 MILES WSW OF WILLISTON, AT THE
 TG1336'JUNCTION OF U.S. HIGHWAYS 2 AND 85.  THE MARK IS SITUATED
 TG1336'ON THE N RIGHT-OF-WAY LINE OF HIGHWAY 2, ABOUT 68 FEET N OF
 TG1336'ITS CENTER LINE, AND 6 FEET N OF A STANDARD WITNESS POST.
 TG1336'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 TG1336'JUNCTION 1945.
 TG1336'
 TG1336'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1336'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1336'CONCRETE.
 TG1336'
 TG1336'REFERENCE MARK 1 IS 24.82 FEET E OF THE STATION.  IT IS A
 TG1336'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST AND
 TG1336'STAMPED JUNCTION NO 1 1945.  THE MARK PROJECTS ABOUT 4 INCHES
 TG1336'ABOVE THE GROUND SURFACE.
 TG1336'
 TG1336'REFERENCE MARK 2 IS 30.25 FEET WSW OF THE STATION.  IT IS
 TG1336'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST AND
 TG1336'STAMPED JUNCTION NO 2 1945.  THE MARK PROJECTS 4 INCHES ABOVE
 TG1336'THE GROUND SURFACE.
 TG1336'
 TG1336'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE S OF THE STATION
 TG1336'ON THE W RIGHT-OF-WAY OF U.S. HIGHWAY 85, 33 FEET W OF THE
 TG1336'APPROXIMATE CENTER OF THE HIGHWAY, 6.5 FEET N OF A STANDARD
 TG1336'WITNESS POST, 3 FEET N OF A TELEPHONE POLE, AND 1 FOOT E OF
 TG1336'THE FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 TG1336'CONCRETE POST AND IS STAMPED JUNCTION 1945.  THE MARK PROJECTS
 TG1336'3 INCHES ABOVE THE GROUND SURFACE.
 TG1336'
 TG1336'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO
 TG1336'W ON U.S. HIGHWAY 2 FOR 5 MILES TO THE JUNCTION OF U.S. HIGHWAY
 TG1336'85 AND THE STATION ON THE RIGHT AS DESCRIBED.
 TG1336'
 TG1336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S FOR 0.65
 TG1336'MILE TO THE MARK ON THE RIGHT.
 TG1336'
 TG1336'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 TG1336
 TG1336                          STATION RECOVERY (1946)
 TG1336
 TG1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG1336'4.8 MI W FROM WILLISTON.
 TG1336'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH TWO BLOCKS ALONG
 TG1336'MAIN STREET, THENCE WESTERLY 4.8 MILES ALONG U.S. HIGHWAY NO. 2 TO
 TG1336'SITE OF MARK, BENCH MARK IS AT THE JUNCTION OF U.S. HIGHWAY NO. 2 AND
 TG1336'U.S. HIGHWAY NO. 85, ABOUT 100 YARDS NORTHWEST OF AND ACROSS THE
 TG1336'INTERSECTION FROM A STANDARD OIL STATION, 68.0 FEET NORTH OF AND ABOUT
 TG1336'LEVEL WITH THE CENTER LINE OF U.S. HIGHWAY NO. 2.  65.0 FEET NORTHWEST
 TG1336'OF THE WEST END OF A CORRUGATED IRON CULVERT, 6.0 FEET NORTH OF A 4 X
 TG1336'4 IN. MARKER POST AND 4.0 FEET WEST OF A HIGHWAY RIGHT OF WAY MARKER.
 TG1336'A BRONZE DISK STAMPED JUNCTION 1945 SET IN THE TOP OF A CONCRETE POST
 TG1336'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG1336
 TG1336                          STATION RECOVERY (1960)
 TG1336
 TG1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TG1336'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1336'CONDITION.  ALL MARK AT THIS STATION WERE FOUND TO BE IN THE
 TG1336'WAY OF HIGHWAY IMPROVEMENT.  A NEW STATION WAS ESTABLISHED ABOUT
 TG1336'330 FEET TO THE NORTH-NORTHWEST.  FOR DETAILS SEE DESCRIPTION
 TG1336'OF STATION JUNCTION 2.
 TG1336
 TG1336                          STATION RECOVERY (1981)
 TG1336
 TG1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1027 ***********************************************************************
 RP1027  DESIGNATION -  JUNCTION
 RP1027  PID         -  RP1027
 RP1027  STATE/COUNTY-  ND/RICHLAND
 RP1027  USGS QUAD   -  DWIGHT (1979)
 RP1027
 RP1027                         *CURRENT SURVEY CONTROL
 RP1027  ___________________________________________________________________
 RP1027* NAD 83(1996)-  46 15 41.01705(N)    096 44 35.84432(W)     ADJUSTED  
 RP1027* NAVD 88     -       292.25   (+/-2cm)     958.8    (feet)  VERTCON   
 RP1027  ___________________________________________________________________
 RP1027  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 RP1027  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP1027
 RP1027  HORZ ORDER  -  THIRD
 RP1027  VERT ORDER  -  THIRD ? (See Below)
 RP1027
 RP1027.The horizontal coordinates were established by classical geodetic methods
 RP1027.and adjusted by the National Geodetic Survey in January 1998..
 RP1027
 RP1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1027.The vertical order pertains to the NGVD 29 superseded value.
 RP1027
 RP1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1027
 RP1027.The geoid height was determined by GEOID03.
 RP1027
 RP1027;                    North         East     Units Scale Factor Converg.
 RP1027;SPC ND S     -    73,032.100   889,519.189   MT  0.99998557   +2 44 24.3
 RP1027;SPC ND S     -   239,606.63  2,918,370.04   iFT  0.99998557   +2 44 24.3
 RP1027;SPC MN C     -   243,223.904   607,819.602   MT  0.99992284   -1 48 13.0
 RP1027;UTM  14      - 5,125,565.987   673,915.666   MT  0.99997182   +1 37 51.2
 RP1027
 RP1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1027!SPC ND S     -   0.99995837  x   0.99998557  =   0.99994394
 RP1027!SPC MN C     -   0.99995837  x   0.99992284  =   0.99988121
 RP1027!UTM  14      -   0.99995837  x   0.99997182  =   0.99993019
 RP1027
 RP1027|---------------------------------------------------------------------|
 RP1027| PID    Reference Object                     Distance      Geod. Az  |
 RP1027|                                                           dddmmss.s |
 RP1027| CO9862 JUNCTION RM 1                         5.918 METERS 12900     |
 RP1027| CO9860 JUNCTION AZ MK                                     1561446.9 |
 RP1027| CO9861 JUNCTION AZ MK RESET                               2645336.4 |
 RP1027| CO9863 JUNCTION RM 2                         6.805 METERS 27139     |
 RP1027|---------------------------------------------------------------------|
 RP1027
 RP1027                          SUPERSEDED SURVEY CONTROL
 RP1027
 RP1027  NAD 83(1986)-  46 15 41.01547(N)    096 44 35.83519(W) AD(       ) 3
 RP1027  NAD 27      -  46 15 41.16200(N)    096 44 34.56000(W) AD(       ) 3
 RP1027  NGVD 29 (07/19/86)  292.00   (m)          958.0    (f) LEVELING    3  
 RP1027
 RP1027.Superseded values are not recommended for survey control.
 RP1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1027.See file dsdata.txt to determine how the superseded data were derived.
 RP1027
 RP1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7391625566(NAD 83)
 RP1027_MARKER: DS = TRIANGULATION STATION DISK
 RP1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1027_STAMPING: JUNCTION 1954
 RP1027_MARK LOGO: CGS   
 RP1027_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP1027+STABILITY: SURFACE MOTION
 RP1027
 RP1027  HISTORY     - Date     Condition        Report By
 RP1027  HISTORY     - 1954     MONUMENTED       CGS
 RP1027  HISTORY     - 1970     GOOD             NDHD
 RP1027  HISTORY     - 1970     GOOD             NGS
 RP1027  HISTORY     - 19910101 GOOD             USDA
 RP1027
 RP1027                          STATION DESCRIPTION
 RP1027
 RP1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1027'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE
 RP1027'HIGHWAY 13.  IT IS 7 MILES WEST OF WAHPETON, 1.5 MILES SOUTH
 RP1027'OF DWIGHT, AND 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY
 RP1027'81 AND STATE HIGHWAY 13.
 RP1027'
 RP1027'REACHED FROM THE JUNCTION OF STATE HIGHWAY 13 AND U.S. HIGHWAY
 RP1027'81 AT THE WESTERN EDGE OF WAHPETON BY GOING WEST ON HIGHWAYS
 RP1027'13 AND 81 FOR 5.6 MILES TO A CROSSROAD.  CONTINUE STRAIGHT
 RP1027'AHEAD WESTERLY ON HIGHWAY 13 FOR 0.1 MILE TO THE STATION
 RP1027'ON THE RIGHT.
 RP1027'
 RP1027'THE STATION MARK IS 101 FEET NORTH OF THE CENTER LINE OF
 RP1027'HIGHWAY 13, 23 FEET EAST OF A TELEPHONE POLE, AND 4 FEET WEST
 RP1027'OF A WITNESS POST.  THE MARK IS LEVEL WITH THE GROUND SURFACE,
 RP1027'AND THE DISK IS STAMPED JUNCTION 1954.
 RP1027'
 RP1027'REFERENCE MARK NO. 1, SOUTHEAST OF THE STATION, IS 89 FEET
 RP1027'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 16 FEET SOUTHEAST
 RP1027'OF THE WITNESS POST.  THE MARK IS LEVEL WITH THE GROUND SURFACE,
 RP1027'AND THE DISK IS STAMPED JUNCTION NO 1 1954.
 RP1027'
 RP1027'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 101 FEET NORTH
 RP1027'OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT EAST OF THE
 RP1027'TELEPHONE POLE.  THE MARK IS LEVEL WITH THE GROUND SURFACE, AND
 RP1027'THE DISK IS STAMPED JUNCTION NO 2 1954.
 RP1027'
 RP1027'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILE SOUTH-SOUTHEAST
 RP1027'OF THE STATION, IS 69 FEET WEST OF THE APPROXIMATE CENTER OF A
 RP1027'GRAVELED ROAD, 2 FEET NORTHWEST OF A WITNESS POST, AND 1
 RP1027'FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES,
 RP1027'AND THE DISK IS STAMPED JUNCTION 1954.
 RP1027
 RP1027                          STATION RECOVERY (1970)
 RP1027
 RP1027'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1970
 RP1027'STATION AND REFERENCE MARKS IN GOOD CONDITION.  AZIMUTH
 RP1027'MARK SHOULD BE REPAIRED, IT IS NOT SOLID AND IS ABOVE THE
 RP1027'GROUND TOO FAR.
 RP1027
 RP1027                          STATION RECOVERY (1970)
 RP1027
 RP1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RP1027'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 RP1027'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 RP1027'DESTROYED, THE MARK WAS IN ITS ORIGINAL LOCATION, BUT IT
 RP1027'WAS TILTED, IT MAY HAVE BEEN BUMPED BY FARM MACHINERY.  A
 RP1027'NEW AZIMUTH MARK WAS SET, AND THE DISK WAS REMOVED FROM THE
 RP1027'ORIGINAL AZIMUTH MRK AT THIS TIME.
 RP1027'
 RP1027'A NEW DESCRIPTION FOLLOWS--
 RP1027'
 RP1027'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE
 RP1027'HIGHWAY 13.  IT IS 7 MILES WEST OF WAHPETON, 1.5 MILES SOUTH OF
 RP1027'DWIGHT, AND ABOUT 0.1 MILE WEST OF THE JUNCTION OF U.S.
 RP1027'HIGHWAY 81 EAST AND NORTH, AND STATE HIGHWAY 13.
 RP1027'
 RP1027'THE STATION MARK IS A STANDARD DISK STAMPED JUNCTION 1954, SET IN
 RP1027'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 572
 RP1027'FEET WEST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY
 RP1027'81 AND STATE HIGHWAY 13, 101 FEET NORTH OF THE CENTER OF
 RP1027'HIGHWAY 13, 23 FEET EAST OF A TELEPHONE POLE, 4 FEET WEST
 RP1027'OF A METAL WITNESS POST, AND 0.5 FOOT SOUTH OF AN EAST-WEST
 RP1027'FENCE LINE.
 RP1027'
 RP1027'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JUNCTION NO
 RP1027'1 1954, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 RP1027'GROUND.  IT IS 89 FEET NORTH OF THE CENTER OF HIGHWAY 13, AND
 RP1027'16 FEET SOUTHEAST OF A METAL WITNESS POST.
 RP1027'
 RP1027'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JUNCTION NO
 RP1027'2 1954, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 RP1027'GROUND.  IT IS 101 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND
 RP1027'1-FOOT EAST OF A TELEPHONE POLE.
 RP1027'
 RP1027'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JUNCTION 1954 1970,
 RP1027'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 RP1027'IT IS IN THE FARMYARD ON PROPERTY OF MR. D.H. JOST, 308 FEET
 RP1027'SOUTH OF THE CENTER OF HIGHWAY 13, AND 1.7 FEET NORTH OF THE
 RP1027'NORTHEAST CORNER OF A QUONSET TYPE MACHINE SHED.
 RP1027'
 RP1027'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 RP1027'STATE HIGHWAY 13 AT THE WEST EDGE OF WAHPETON, GO WEST ON
 RP1027'HIGHWAYS 81 AND 13 FOR 5.6 MILES TO THE CROSSROAD AND
 RP1027'JUNCTION WHERE HIGHWAY 81 TURNS NORTH, CONTINUE WEST ON
 RP1027'HIGHWAY 13 FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 RP1027'
 RP1027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7
 RP1027'MILES WEST OF WAHPETON
 RP1027
 RP1027                          STATION RECOVERY (1991)
 RP1027
 RP1027'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1991 (AEW)
 RP1027'GOOD, BUT NEED PROTECTION FROM FARMING.  I KNEW RIGHT WHERE STATION
 RP1027'MARK WAS BUT IT TOOK 2 HOURS TO FIND.  FARMER IS FARMING OVER STATION
 RP1027'MARK, SIGN AND ALL.  I TIED IT IN BETTER AND PUT UP NEW POST.  STATION
 RP1027'MARK IS, 101 FT (30.8 M) N  OF CENTER OF WEST LANE, NO HWY 13, 560 FT
 RP1027'(170.7 M) WEST OF CENTER OLD HWY 81.  OTHER TIES, 188 FT (57.3 M) E OF
 RP1027'PHONE BOX LP 700 6A, 161.0 FT (49.1 M) WEST OF CONCRETE R/W POST AND
 RP1027'1.5 FT (0.5 M) NORTH OF THAT LINE.  IN SECTION T132N R 48W. PLEASE
 RP1027'UPDATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1337 ***********************************************************************
 TG1337  DESIGNATION -  JUNCTION 2
 TG1337  PID         -  TG1337
 TG1337  STATE/COUNTY-  ND/WILLIAMS
 TG1337  USGS QUAD   -  WILLISTON WEST (1976)
 TG1337
 TG1337                         *CURRENT SURVEY CONTROL
 TG1337  ___________________________________________________________________
 TG1337* NAD 83(1996)-  48 08 26.84998(N)    103 43 24.81490(W)     ADJUSTED  
 TG1337* NAVD 88     -       636.384  (meters)    2087.87   (feet)  ADJUSTED  
 TG1337  ___________________________________________________________________
 TG1337  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 TG1337  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1337  DYNAMIC HT  -         636.462 (meters)    2088.13  (feet)  COMP
 TG1337  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 TG1337
 TG1337  HORZ ORDER  -  THIRD
 TG1337  VERT ORDER  -  FIRST     CLASS II
 TG1337
 TG1337.The horizontal coordinates were established by classical geodetic methods
 TG1337.and adjusted by the National Geodetic Survey in January 1998..
 TG1337.No horizontal observational check was made to the station.
 TG1337
 TG1337.The orthometric height was determined by differential leveling
 TG1337.and adjusted by the National Geodetic Survey in June 1991..
 TG1337
 TG1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1337
 TG1337.The geoid height was determined by GEOID03.
 TG1337
 TG1337.The dynamic height is computed by dividing the NAVD 88
 TG1337.geopotential number by the normal gravity value computed on the
 TG1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1337.degrees latitude (g = 980.6199 gals.).
 TG1337
 TG1337.The modeled gravity was interpolated from observed gravity values.
 TG1337
 TG1337;                    North         East     Units Scale Factor Converg.
 TG1337;SPC ND N     -   131,855.343   360,181.331   MT  0.99993632   -2 23 55.5
 TG1337;SPC ND N     -   432,596.27  1,181,697.28   iFT  0.99993632   -2 23 55.5
 TG1337;UTM  13      - 5,332,736.667   594,956.495   MT  0.99971079   +0 57 02.7
 TG1337
 TG1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1337!SPC ND N     -   0.99990311  x   0.99993632  =   0.99983944
 TG1337!UTM  13      -   0.99990311  x   0.99971079  =   0.99961393
 TG1337
 TG1337:                Primary Azimuth Mark                     Grid Az
 TG1337:SPC ND N     -  WILLISTON MUNICIPAL TANK                 080 22 40.8
 TG1337:UTM  13      -  WILLISTON MUNICIPAL TANK                 077 01 42.6
 TG1337
 TG1337|---------------------------------------------------------------------|
 TG1337| PID    Reference Object                     Distance      Geod. Az  |
 TG1337|                                                           dddmmss.s |
 TG1337| TG1874 WILLISTON MUNICIPAL TANK            APPROX. 8.3 KM 0775845.3 |
 TG1337| TG1884 WILLISTON MUNICIPAL TANK            APPROX. 6.8 KM 0805111.5 |
 TG1337| TG1882 WILLISTON MONT DAK UTIL CO STK      APPROX. 6.5 KM 0860603.7 |
 TG1337| CQ7933 JUNCTION 2 RM 3                      38.143 METERS 08958     |
 TG1337| TG1336 JUNCTION                            101.266 METERS 17602     |
 TG1337| TG1541 JUNCTION 2 AZ MK                                   1780751.9 |
 TG1337| CU8946 JUNCTION AZ MK                                     1790319.4 |
 TG1337| TG1890 WILLISTON TV STATION KUMV MAST      APPROX.10.2 KM 2654805.0 |
 TG1337| TG1540 JUNCTION 2 RM 5                      14.523 METERS 27136     |
 TG1337| CQ7934 JUNCTION 2 RM 4                      32.475 METERS 35856     |
 TG1337|---------------------------------------------------------------------|
 TG1337
 TG1337                          SUPERSEDED SURVEY CONTROL
 TG1337
 TG1337  NAD 83(1986)-  48 08 26.84914(N)    103 43 24.81123(W) AD(       ) 3
 TG1337  NAD 27      -  48 08 26.76410(N)    103 43 23.09510(W) AD(       ) 3
 TG1337  NGVD 29 (07/19/86)  635.84   (m)         2086.1    (f) LEVELING    3  
 TG1337
 TG1337.Superseded values are not recommended for survey control.
 TG1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1337.See file dsdata.txt to determine how the superseded data were derived.
 TG1337
 TG1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9495632737(NAD 83)
 TG1337_MARKER: DS = TRIANGULATION STATION DISK
 TG1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1337_STAMPING: JUNCTION 2 1960
 TG1337_MARK LOGO: CGS   
 TG1337_PROJECTION: RECESSED 30 CENTIMETERS
 TG1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1337+STABILITY: SURFACE MOTION
 TG1337
 TG1337  HISTORY     - Date     Condition        Report By
 TG1337  HISTORY     - 1960     MONUMENTED       CGS
 TG1337  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TG1337  HISTORY     - 1968     GOOD             CGS
 TG1337  HISTORY     - 1981     GOOD             NGS
 TG1337  HISTORY     - 1981     GOOD             NGS
 TG1337
 TG1337                          STATION DESCRIPTION
 TG1337
 TG1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TG1337'THE STATION IS ABOUT 5 MILES WEST-SOUTHWEST OF WILLISTON AND
 TG1337'IS AT THE JUNCTION OF U.S. HIGHWAYS 2 AND 85.  THE STATION MARK
 TG1337'IS ABOUT 400 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY
 TG1337'2, ABOUT 125 FEET WEST OF A POWER POLE WITH TRANSFORMER THAT IS
 TG1337'JUST SOUTHWEST OF A WINDMILL, 11 FEET SOUTHWEST OF A POWER
 TG1337'POLE AND NEAR THE SOUTHWEST CORNER OF A LOT THAT IS SURROUNDED
 TG1337'BY LOW SHRUBS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 TG1337'STAMPED JUNCTION 2 1960.
 TG1337'
 TG1337'R.M. NO. 3 IS EAST OF THE STATION, 400 FEET NORTH OF THE
 TG1337'CENTERLINE OF U.S. 2, 18 FEET SOUTHWEST OF A WINDMILL AND 5 FEET
 TG1337'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH TRANSFORMER.  THE
 TG1337'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JUNCTION 2
 TG1337'NO 3 1960.
 TG1337'
 TG1337'R.M. NO. 4 IS NORTH-NORTHWEST OF THE STATION, NEAR THE NORTHWEST
 TG1337'CORNER OF A LOT AND ABOUT 1 FOOT SOUTHEAST OF THE NORTHEAST
 TG1337'CORNER OF SHRUBBERY.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 TG1337'STAMPED JUNCTION 2 NO 4 1960.
 TG1337'
 TG1337'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION,
 TG1337'93 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 85 AND 2-1/2
 TG1337'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 TG1337'THE DISK IS STAMPED JUNCTION 2 1960.
 TG1337'
 TG1337'TO REACH THE STATION FROM WILLISTON, FROM THE POST OFFICE, FOLLOW
 TG1337'U.S. HIGHWAY 2 SOUTH AND WEST FOR 5.0 MILES TO JUNCTION WITH
 TG1337'U.S. HIGHWAY 85 AND STATION ON RIGHT AS DESCRIBED.
 TG1337'
 TG1337'NOTE--NO OBJECTS IN WILLISTON WERE VISIBLE FROM THE GROUND
 TG1337'AT THE STATION.
 TG1337
 TG1337                          STATION RECOVERY (1968)
 TG1337
 TG1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 TG1337'STATION SUB-SURFACE MARK, REFERENCE MARK NO. 3 AND AZIMUTH MARK
 TG1337'RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK WAS FOUND
 TG1337'DISTURBED BY DITCH DIGGING EQUIPMENT.  REFERENCE MARK NO. 4 NOT
 TG1337'RECOVERED AND APPEARS DESTROYED BY GRADER OPERATIONS.  STATION
 TG1337'SURFACE MARK AND SUB-SURFACE MARK WERE LOWERED 12 INCHES AND
 TG1337'REFERENCE MARK NO. 5 WAS SET.
 TG1337'
 TG1337'DUE TO CHANGES IN LAND MARKS, A NEW DESCRIPTION FOLLOWS--
 TG1337'
 TG1337'STATION IS LOCATED AT THE JUNCTION OF U.S. HIGHWAY NO. 2 AND
 TG1337'85 ABOUT 5 MILES WEST OF WILLISTON.  STATION, A STANDARD DISK
 TG1337'SET IN THE TOP OF A ROUND CONCRETE POST AND STAMPED JUNCTION 2
 TG1337'1960 1968 IS 162 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 TG1337'TRAFFIC LANE OF U.S. HIGHWAY NO. 2, 23 FEET WEST-SOUTHWEST OF THE
 TG1337'SOUTH ONE OF 3 HIGH STEEL POST WHICH SUPPORTS A LARGE SKELLY GAS
 TG1337'SIGN, 24 FEET NORTHEAST OF THE NORTHEAST CORNER OF A MACADAM
 TG1337'PARKING AREA AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK IS
 TG1337'ABOUT 8 INCHES BELOW THE SURFACE OF GROUND.
 TG1337'
 TG1337'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A SQUARE
 TG1337'CONCRETE POST AND STAMPED JUNCTION 2 NO 3 1960 IS 163 FEET
 TG1337'NORTH OF THE WEST BOUND LANE OF U.S. HIGHWAY NO. 2, 100 FEET EAST
 TG1337'OF THE SOUTH ONE OF 3 HIGH STEEL POST WHICH SUPPORT A LARGE
 TG1337'SKELLY SIGN, 53 FEET EAST OF THE WEST EDGE OF MACADAM DRIVEWAY
 TG1337'AND 43 FEET WEST-NORTHWEST OF THE WEST ONE OF 3 GAS PUMPS.  THE
 TG1337'MARK IS SET FLUSH WITH THE SURFACE OF MACADAM DRIVE TO SERVICE
 TG1337'STATION.
 TG1337'
 TG1337'REFERENCE MARK NO. 5, A STANDARD DISK, SET IN THE TOP OF A ROUND
 TG1337'CONCRETE POST AND STAMPED JUNCTION 2 1960 NO 5 1968 IS 163 FEET
 TG1337'NORTH OF THE CENTERLINE OF WEST BOUND LANE OF U.S. HIGHWAY NO.
 TG1337'2, 69 FEET WEST OF THE SOUTH ONE OF THREE TALL STEEL POST WHICH
 TG1337'SUPPORTS A SKELLY SIGN, 35 FEET NORTHWEST OF THE NORTHEAST
 TG1337'CORNER OF MACADAM PARKING AREA AND 18 FEET NORTH OF MACADAM
 TG1337'PARKING AREA.  THE MARK PROJECTS 3 INCHES.
 TG1337'
 TG1337'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 TG1337'POST AND STAMPED JUNCTION 2 1960 IS 94 FEET EAST OF THE CENTERLINE
 TG1337'OF U.S. HIGHWAY NO. 85, 112 FEET SOUTHWEST OF A TELEPHONE
 TG1337'POLE, 12 FEET WEST OF FENCE, 3 FEET NORTH OF WOOD WITNESS POST
 TG1337'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 TG1337'4 INCHES.
 TG1337'
 TG1337'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON U.S. 85 FOR 0.7
 TG1337'MILE.
 TG1337'
 TG1337'A 6 FOOT STAND REQUIRED AT STATION TO MAKE AZIMUTH MARK VISIBLE.
 TG1337'
 TG1337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 TG1337'WEST OF WILLISTON
 TG1337
 TG1337                          STATION RECOVERY (1968)
 TG1337
 TG1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TG1337'4.8 MI W FROM WILLISTON.
 TG1337'THE MARK IS LOCATED 4.8 MILES WEST OF WILLISTON, AT THE JUNCTION OF U.
 TG1337'S. HIGHWAYS 2 AND 85, ABOUT 400 FEET NORTH OF THE OLD CENTERLINE OF
 TG1337'U.S. HIGHWAY 2, ABOUT 125 FEET WEST OF A POWER POLE WITH TRANSFORMER
 TG1337'TO SOUTHWEST OF A WIND MILL, NEAR THE SOUTHWEST CORNER OF A LOT
 TG1337'SURROUNDED BY LOW SHRUBS AND 11 FEET SOUTHWEST OF A POWER POLE, AND
 TG1337'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 TG1337'GROUND.
 TG1337
 TG1337                          STATION RECOVERY (1981)
 TG1337
 TG1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1337'IN WILLISTON, AT THE JUNCTION OF U.S. HIGHWAYS 2 AND 85, AT THE
 TG1337'SOUTHWEST END OF A SKELLY TRUCK STOP PARKING LOT, 41.1 METERS (135.0
 TG1337'FT) NORTH OF THE CENTERLINE OF HIGHWAY 2, 11.3 METERS (37.0 FT) WEST
 TG1337'OF THE EXTENDED CENTERLINE OF HIGHWAY 85 AND 4.9 METERS (16.0 FT)
 TG1337'SOUTHEAST OF A LARGE STORAGE TANK.
 TG1337'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1337
 TG1337                          STATION RECOVERY (1981)
 TG1337
 TG1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1541 ***********************************************************************
 TG1541  DESIGNATION -  JUNCTION 2 AZ MK
 TG1541  PID         -  TG1541
 TG1541  STATE/COUNTY-  ND/WILLIAMS
 TG1541  USGS QUAD   -  WILLISTON WEST (1976)
 TG1541
 TG1541                         *CURRENT SURVEY CONTROL
 TG1541  ___________________________________________________________________
 TG1541* NAD 83(1986)-  48 07 50.     (N)    103 43 24.     (W)     SCALED    
 TG1541* NAVD 88     -       615.598  (meters)    2019.67   (feet)  ADJUSTED  
 TG1541  ___________________________________________________________________
 TG1541  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1541  DYNAMIC HT  -         615.673 (meters)    2019.92  (feet)  COMP
 TG1541  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 TG1541
 TG1541  VERT ORDER  -  FIRST     CLASS II
 TG1541
 TG1541.The horizontal coordinates were scaled from a topographic map and have
 TG1541.an estimated accuracy of +/- 6 seconds.
 TG1541
 TG1541.The orthometric height was determined by differential leveling
 TG1541.and adjusted by the National Geodetic Survey in June 1991..
 TG1541
 TG1541.The geoid height was determined by GEOID03.
 TG1541
 TG1541.The dynamic height is computed by dividing the NAVD 88
 TG1541.geopotential number by the normal gravity value computed on the
 TG1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1541.degrees latitude (g = 980.6199 gals.).
 TG1541
 TG1541.The modeled gravity was interpolated from observed gravity values.
 TG1541
 TG1541;                    North         East    Units  Estimated Accuracy
 TG1541;SPC ND N     -   130,720.      360,150.      MT  (+/- 180 meters Scaled)
 TG1541
 TG1541                          SUPERSEDED SURVEY CONTROL
 TG1541
 TG1541.No superseded survey control is available for this station.
 TG1541
 TG1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP949315(NAD 83)
 TG1541_MARKER: DZ = AZIMUTH MARK DISK
 TG1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1541_SP_SET: CONCRETE POST
 TG1541_STAMPING: JUNCTION 2 1960
 TG1541_MARK LOGO: CGS   
 TG1541_PROJECTION: PROJECTING 6 CENTIMETERS
 TG1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1541+STABILITY: SURFACE MOTION
 TG1541
 TG1541  HISTORY     - Date     Condition        Report By
 TG1541  HISTORY     - 1960     MONUMENTED       CGS
 TG1541  HISTORY     - 1981     GOOD             NGS
 TG1541  HISTORY     - 1981     GOOD             NGS
 TG1541
 TG1541                          STATION DESCRIPTION
 TG1541
 TG1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1541'1.1 KM (0.7 MI) SOUTH FROM WILLISTON.
 TG1541'1.1 KM (0.7 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 TG1541'U.S. HIGHWAY 2 IN WILLISTON, 26.5 METERS (87.0 FT) EAST OF THE
 TG1541'CENTERLINE OF THE HIGHWAY AND 3.7 METERS (12.0 FT) WEST OF A FENCE.
 TG1541'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1541'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TG1541
 TG1541                          STATION RECOVERY (1981)
 TG1541
 TG1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1540 ***********************************************************************
 TG1540  DESIGNATION -  JUNCTION 2 RM 5
 TG1540  PID         -  TG1540
 TG1540  STATE/COUNTY-  ND/WILLIAMS
 TG1540  USGS QUAD   -  WILLISTON WEST (1976)
 TG1540
 TG1540                         *CURRENT SURVEY CONTROL
 TG1540  ___________________________________________________________________
 TG1540* NAD 83(1986)-  48 08 26.     (N)    103 43 25.     (W)     SCALED    
 TG1540* NAVD 88     -       637.119  (meters)    2090.28   (feet)  ADJUSTED  
 TG1540  ___________________________________________________________________
 TG1540  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1540  DYNAMIC HT  -         637.197 (meters)    2090.54  (feet)  COMP
 TG1540  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 TG1540
 TG1540  VERT ORDER  -  FIRST     CLASS II
 TG1540
 TG1540.The horizontal coordinates were scaled from a topographic map and have
 TG1540.an estimated accuracy of +/- 6 seconds.
 TG1540
 TG1540.The orthometric height was determined by differential leveling
 TG1540.and adjusted by the National Geodetic Survey in June 1991..
 TG1540
 TG1540.The geoid height was determined by GEOID03.
 TG1540
 TG1540.The dynamic height is computed by dividing the NAVD 88
 TG1540.geopotential number by the normal gravity value computed on the
 TG1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1540.degrees latitude (g = 980.6199 gals.).
 TG1540
 TG1540.The modeled gravity was interpolated from observed gravity values.
 TG1540
 TG1540;                    North         East    Units  Estimated Accuracy
 TG1540;SPC ND N     -   131,830.      360,180.      MT  (+/- 180 meters Scaled)
 TG1540
 TG1540                          SUPERSEDED SURVEY CONTROL
 TG1540
 TG1540.No superseded survey control is available for this station.
 TG1540
 TG1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP949327(NAD 83)
 TG1540_MARKER: DR = REFERENCE MARK DISK
 TG1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1540_SP_SET: CONCRETE POST
 TG1540_STAMPING: JUNCTION 2 1960 1968 NO 5
 TG1540_MARK LOGO: CGS   
 TG1540_PROJECTION: FLUSH
 TG1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1540+STABILITY: SURFACE MOTION
 TG1540
 TG1540  HISTORY     - Date     Condition        Report By
 TG1540  HISTORY     - 1968     MONUMENTED       CGS
 TG1540  HISTORY     - 1981     GOOD             NGS
 TG1540  HISTORY     - 1981     GOOD             NGS
 TG1540
 TG1540                          STATION DESCRIPTION
 TG1540
 TG1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1540'IN WILLISTON.
 TG1540'IN WILLISTON, AT THE JUNCTION OF U.S. HIGHWAYS 2 AND 85, AT THE
 TG1540'SOUTHWEST END OF A SKELLY TRUCK STOP PARKING LOT, 41.1 METERS (135.0
 TG1540'FT) NORTH OF THE CENTERLINE OF HIGHWAY 2, 26.5 METERS (87.0 FT) WEST
 TG1540'OF THE EXTENDED CENTERLINE OF HIGHWAY 85 AND 2.1 METERS (7.0 FT)
 TG1540'SOUTH OF A LARGE STORAGE TANK.
 TG1540'THE MARK IS 10.0 METERS  W FROM A WITNESS POST.
 TG1540'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TG1540
 TG1540                          STATION RECOVERY (1981)
 TG1540
 TG1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0897 ***********************************************************************
 RR0897  DESIGNATION -  JUNG
 RR0897  PID         -  RR0897
 RR0897  STATE/COUNTY-  ND/MORTON
 RR0897  USGS QUAD   -  OTTER CREEK EAST (1980)
 RR0897
 RR0897                         *CURRENT SURVEY CONTROL
 RR0897  ___________________________________________________________________
 RR0897* NAD 83(1996)-  46 36 46.43474(N)    101 16 39.97858(W)     ADJUSTED  
 RR0897* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 RR0897  ___________________________________________________________________
 RR0897  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 RR0897  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 RR0897
 RR0897  HORZ ORDER  -  THIRD
 RR0897
 RR0897.The horizontal coordinates were established by classical geodetic methods
 RR0897.and adjusted by the National Geodetic Survey in January 1998..
 RR0897
 RR0897.The orthometric height was scaled from a topographic map.
 RR0897
 RR0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0897
 RR0897.The geoid height was determined by GEOID03.
 RR0897
 RR0897;                    North         East     Units Scale Factor Converg.
 RR0897;SPC ND S     -   105,474.546   540,424.261   MT  0.99994331   -0 34 02.3
 RR0897;SPC ND S     -   346,045.10  1,773,045.48   iFT  0.99994331   -0 34 02.3
 RR0897;UTM  14      - 5,164,668.510   325,586.893   MT  0.99997392   -1 39 20.7
 RR0897
 RR0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0897!SPC ND S     -   0.99990141  x   0.99994331  =   0.99984472
 RR0897!UTM  14      -   0.99990141  x   0.99997392  =   0.99987533
 RR0897
 RR0897:                Primary Azimuth Mark                     Grid Az
 RR0897:SPC ND S     -  WILLIE                                   264 46 04.2
 RR0897:UTM  14      -  WILLIE                                   265 51 22.6
 RR0897
 RR0897|---------------------------------------------------------------------|
 RR0897| PID    Reference Object                     Distance      Geod. Az  |
 RR0897|                                                           dddmmss.s |
 RR0897| RR0898 WILLIE                              APPROX. 4.1 KM 2641201.9 |
 RR0897|---------------------------------------------------------------------|
 RR0897
 RR0897                          SUPERSEDED SURVEY CONTROL
 RR0897
 RR0897  NAD 83(1986)-  46 36 46.42671(N)    101 16 39.96543(W) AD(       ) 3
 RR0897  NAD 27      -  46 36 46.40967(N)    101 16 38.45331(W) AD(       ) 3
 RR0897
 RR0897.Superseded values are not recommended for survey control.
 RR0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0897.See file dsdata.txt to determine how the superseded data were derived.
 RR0897
 RR0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2558764669(NAD 83)
 RR0897_MARKER: DD = SURVEY DISK
 RR0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0897+STABILITY: SURFACE MOTION
 RR0897
 RR0897  HISTORY     - Date     Condition        Report By
 RR0897  HISTORY     - 1941     MONUMENTED       USGS
 RR0897
 RR0897                          STATION DESCRIPTION
 RR0897
 RR0897'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0897'LOCATED IN NW. 1/4 OF SEC. 8, T. 136 N., R. 84 W., ON LAND OWNED BY
 RR0897'J. G. JUNGERS.
 RR0897'
 RR0897'TO REACH FROM HOUSE OCCUPIED BY R. G. RILLING, DRIVE E. 0.1 MI. ALONG
 RR0897'SECTION - LINE LANE TO GATE.  TURN S. THROUGH GATE AND FOLLOW OLD RD.
 RR0897'IN SE. DIRECTION TO HIGH TOP, 0.6 MI DISTANT, BY CAR.  STATION IS
 RR0897'ABOUT 40 FT E. OF N. - S. FENCE, WHICH IS ON LINE BETWEEN SECS. 7 AND
 RR0897'8.  STATION IS ABOUT 10 FT NNE. OF HIGHEST POINT OF NARROW N. - S.
 RR0897'RIDGE.
 RR0897'
 RR0897'STANDARD TABLET STAMPED---JUNG 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0468 ***********************************************************************
 RS0468  DESIGNATION -  JUNK
 RS0468  PID         -  RS0468
 RS0468  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0468  USGS QUAD   -  SENTINEL BUTTE SE (1979)
 RS0468
 RS0468                         *CURRENT SURVEY CONTROL
 RS0468  ___________________________________________________________________
 RS0468* NAD 83(1996)-  46 45 34.67363(N)    103 48 59.23770(W)     ADJUSTED  
 RS0468* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 RS0468  ___________________________________________________________________
 RS0468  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 RS0468  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 RS0468
 RS0468  HORZ ORDER  -  FIRST
 RS0468
 RS0468.The horizontal coordinates were established by classical geodetic methods
 RS0468.and adjusted by the National Geodetic Survey in January 1998..
 RS0468
 RS0468.The orthometric height was scaled from a topographic map.
 RS0468
 RS0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0468
 RS0468.The geoid height was determined by GEOID03.
 RS0468
 RS0468;                    North         East     Units Scale Factor Converg.
 RS0468;SPC ND S     -   126,837.426   346,726.023   MT  0.99993671   -2 25 08.3
 RS0468;SPC ND S     -   416,133.29  1,137,552.57   iFT  0.99993671   -2 25 08.3
 RS0468;UTM  13      - 5,179,133.490   590,382.050   MT  0.99970040   +0 51 44.1
 RS0468
 RS0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0468!SPC ND S     -   0.99986622  x   0.99993671  =   0.99980294
 RS0468!UTM  13      -   0.99986622  x   0.99970040  =   0.99956666
 RS0468
 RS0468|---------------------------------------------------------------------|
 RS0468| PID    Reference Object                     Distance      Geod. Az  |
 RS0468|                                                           dddmmss.s |
 RS0468| CQ7936 JUNK RM 2                            28.848 METERS 25311     |
 RS0468| CQ7935 JUNK RM 1                            27.142 METERS 31149     |
 RS0468| RS0469 SENTINEL RESET                      APPROX.12.5 KM 3532344.2 |
 RS0468|---------------------------------------------------------------------|
 RS0468
 RS0468                          SUPERSEDED SURVEY CONTROL
 RS0468
 RS0468  NAD 83(1986)-  46 45 34.66826(N)    103 48 59.23274(W) AD(       ) 1
 RS0468  NAD 27      -  46 45 34.62100(N)    103 48 57.51400(W) AD(       ) 1
 RS0468
 RS0468.Superseded values are not recommended for survey control.
 RS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0468.See file dsdata.txt to determine how the superseded data were derived.
 RS0468
 RS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM9038279133(NAD 83)
 RS0468_MARKER: DS = TRIANGULATION STATION DISK
 RS0468_SETTING: 80 = SET IN A BOULDER
 RS0468_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RS0468
 RS0468  HISTORY     - Date     Condition        Report By
 RS0468  HISTORY     - 1934     MONUMENTED       CGS
 RS0468  HISTORY     - 1974     GOOD             USGS
 RS0468
 RS0468                          STATION DESCRIPTION
 RS0468
 RS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0468'THE STATION IS LOCATED ON A PROMINENT SAND-TOPPED KNOLL ABOUT
 RS0468'200 YARDS EAST FROM NORTH-SOUTH SECTION-LINE ROAD, ABOUT 8.0
 RS0468'MILES EAST-NORTHEAST OF THE TOWN OF GOLVA, AT THE POINT WHERE
 RS0468'THIS ROAD CURVES AROUND SLIGHTLY TO THE EAST AND DROPS INTO
 RS0468'THE VALLEY BELOW.
 RS0468'
 RS0468'TO REACH FROM GOLVA, GO SOUTH FROM THE POST OFFICE, 0.1 MILE,
 RS0468'TURN LEFT AND GO EAST 0.2 MILE, TURN RIGHT AND GO SOUTH 0.1
 RS0468'MILE, TURN LEFT AND GO STRAIGHT AHEAD (EAST) 6.7 MILES, TURN
 RS0468'LEFT AND GO NORTH 1.0 MILE, TURN RIGHT (EAST) 1.0 MILE, TURN
 RS0468'LEFT AND GO ABOUT 0.8 MILE TO THE TOP OF THE GRADE AND WHERE
 RS0468'THE SECTION-LINE ROAD BEARS TO THE EAST AROUND A HILL AND
 RS0468'STARTS TO DROP DOWN INTO THE VALLEY BELOW, TURN LEFT OFF THE
 RS0468'ROAD AND GO UP THE RIDGE TO THE SAND-TOPPED KNOLL AND STATION.
 RS0468'
 RS0468'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RS0468'IN BURIED BOULDERS AS DESCRIBED.
 RS0468'
 RS0468'NO AZIMUTH MARK COULD BE FOUND.
 RS0468
 RS0468                          STATION RECOVERY (1974)
 RS0468
 RS0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 RS0468'TO REACH THE STATION FROM THE POST OFFICE IN GOLVA, N. DAK.,
 RS0468'GO WEST FOR 0.1 MILE TO STATE HWY. 16.  THENCE LEFT (SOUTH)
 RS0468'ON STATE HWY. 16 FOR 0.3 MILE.  TURN LEFT OFF HWY. AND FOLLOW
 RS0468'GRADED ROAD EAST FOR 7.0 MILES.  TURN LEFT (NORTH) FOR 2.0
 RS0468'MILES TO CROSS ROADS.  TURN RIGHT (EAST) FOR ONE MILE.  GO
 RS0468'THROUGH GATE ON THE RIGHT AND DRIVE ESE ACROSS COUNTRY FOR 0.15
 RS0468'MILE TO TOP OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1971 ***********************************************************************
 TG1971  DESIGNATION -  JUST
 TG1971  PID         -  TG1971
 TG1971  STATE/COUNTY-  ND/DIVIDE
 TG1971  USGS QUAD   -  
 TG1971
 TG1971                         *CURRENT SURVEY CONTROL
 TG1971  ___________________________________________________________________
 TG1971* NAD 83(1996)-  49 00 09.46712(N)    103 00 38.82244(W)     ADJUSTED  
 TG1971* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 TG1971  ___________________________________________________________________
 TG1971  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 TG1971  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG1971
 TG1971  HORZ ORDER  -  THIRD
 TG1971
 TG1971.The horizontal coordinates were established by classical geodetic methods
 TG1971.and adjusted by the National Geodetic Survey in January 1998..
 TG1971
 TG1971.The orthometric height was scaled from a topographic map.
 TG1971
 TG1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1971
 TG1971.The geoid height was determined by GEOID03.
 TG1971
 TG1971;                    North         East     Units Scale Factor Converg.
 TG1971;SPC ND N     -   225,665.519   416,311.799   MT  1.00006457   -1 52 06.1
 TG1971;SPC ND N     -   740,372.44  1,365,852.36   iFT  1.00006457   -1 52 06.1
 TG1971;UTM  13      - 5,429,654.567   645,484.580   MT  0.99986002   +1 30 05.8
 TG1971
 TG1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1971!SPC ND N     -   0.99991129  x   1.00006457  =   0.99997586
 TG1971!UTM  13      -   0.99991129  x   0.99986002  =   0.99977133
 TG1971
 TG1971:                Primary Azimuth Mark                     Grid Az
 TG1971:SPC ND N     -  ROSS                                     094 16 10.5
 TG1971:UTM  13      -  ROSS                                     090 53 58.6
 TG1971
 TG1971|---------------------------------------------------------------------|
 TG1971| PID    Reference Object                     Distance      Geod. Az  |
 TG1971|                                                           dddmmss.s |
 TG1971| TG2065 ROSS                                APPROX. 6.1 KM 0922404.4 |
 TG1971|---------------------------------------------------------------------|
 TG1971
 TG1971                          SUPERSEDED SURVEY CONTROL
 TG1971
 TG1971  NAD 83(1986)-  49 00 09.46791(N)    103 00 38.81730(W) AD(       ) 3
 TG1971
 TG1971.Superseded values are not recommended for survey control.
 TG1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1971.See file dsdata.txt to determine how the superseded data were derived.
 TG1971
 TG1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ4548529655(NAD 83)
 TG1971_MARKER: G = GLASS BOTTLE
 TG1971_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TG1971_SP_SET: OBJECT IMBEDDED IN GROUND
 TG1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1971
 TG1971  HISTORY     - Date     Condition        Report By
 TG1971  HISTORY     - 1911     MONUMENTED       IBC
 TG1971
 TG1971                          STATION DESCRIPTION
 TG1971
 TG1971'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1971'ABOUT 300 METERS NORTH OF THE ROAD ALONG THE INTERNATIONAL BOUNDARY,
 TG1971'ONE - FOURTH MILE EAST OF MONUMENT 615, IN SW 1/4 SECTION 3, TOWNSHIP
 TG1971'1, RANGE 8 W, SECOND MERIDIAN, APPROXIMATELY 200 METERS FROM THE WEST
 TG1971'BOUNDARY OF THE SECTION.  THE STATION IS ON A SLIGHT ELEVATION.
 TG1971'
 TG1971'STATION MARK--A BOTTLE BURIED 2 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0367 ***********************************************************************
 SL0367  DESIGNATION -  K
 SL0367  PID         -  SL0367
 SL0367  STATE/COUNTY-  ND/GRAND FORKS
 SL0367  USGS QUAD   -  GRAND FORKS (1994)
 SL0367
 SL0367                         *CURRENT SURVEY CONTROL
 SL0367  ___________________________________________________________________
 SL0367* NAD 83(1986)-  47 55 19.     (N)    097 02 02.     (W)     SCALED    
 SL0367* NAVD 88     -       255.754  (meters)     839.09   (feet)  ADJUSTED  
 SL0367  ___________________________________________________________________
 SL0367  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL0367  DYNAMIC HT  -         255.803 (meters)     839.25  (feet)  COMP
 SL0367  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 SL0367
 SL0367  VERT ORDER  -  FIRST     CLASS II
 SL0367
 SL0367.The horizontal coordinates were scaled from a topographic map and have
 SL0367.an estimated accuracy of +/- 6 seconds.
 SL0367
 SL0367.The orthometric height was determined by differential leveling
 SL0367.and adjusted by the National Geodetic Survey in June 1991..
 SL0367
 SL0367.The geoid height was determined by GEOID03.
 SL0367
 SL0367.The dynamic height is computed by dividing the NAVD 88
 SL0367.geopotential number by the normal gravity value computed on the
 SL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0367.degrees latitude (g = 980.6199 gals.).
 SL0367
 SL0367.The modeled gravity was interpolated from observed gravity values.
 SL0367
 SL0367;                    North         East    Units  Estimated Accuracy
 SL0367;SPC ND N     -   108,330.      858,950.      MT  (+/- 180 meters Scaled)
 SL0367
 SL0367                          SUPERSEDED SURVEY CONTROL
 SL0367
 SL0367  NGVD 29 (??/??/92)  255.423  (m)          838.00   (f) ADJ UNCH    1 2
 SL0367
 SL0367.Superseded values are not recommended for survey control.
 SL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0367.See file dsdata.txt to determine how the superseded data were derived.
 SL0367
 SL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU468094(NAD 83)
 SL0367_MARKER: B = BOLT
 SL0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0367_SP_SET: BUILDING
 SL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0367
 SL0367  HISTORY     - Date     Condition        Report By
 SL0367  HISTORY     - UNK      MONUMENTED       CGS
 SL0367  HISTORY     - 1963     GOOD             NGS
 SL0367
 SL0367                          STATION DESCRIPTION
 SL0367
 SL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0367'IN GRAND FORKS.
 SL0367'AT GRAND FORKS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SANDSTONE
 SL0367'BLOCK BUILDING AT THE GREAT NORTHERN RAILWAY STATION, IN S 3, R 50 W,
 SL0367'T 151 N, 8.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 SL0367'4.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A DOORWAY, 115.0 FEET
 SL0367'SOUTHWEST OF A 261 1963, 4.0 FEET ABOVE THE GROUND, AND ABOUT 4 FEET
 SL0367'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0391 ***********************************************************************
 TE0391  DESIGNATION -  K 1
 TE0391  PID         -  TE0391
 TE0391  STATE/COUNTY-  ND/NELSON
 TE0391  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0391
 TE0391                         *CURRENT SURVEY CONTROL
 TE0391  ___________________________________________________________________
 TE0391* NAD 83(1986)-  48 01 51.     (N)    098 13 19.     (W)     SCALED    
 TE0391* NAVD 88     -       464.478  (meters)    1523.87   (feet)  ADJUSTED  
 TE0391  ___________________________________________________________________
 TE0391  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 TE0391  DYNAMIC HT  -         464.555 (meters)    1524.13  (feet)  COMP
 TE0391  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 TE0391
 TE0391  VERT ORDER  -  FIRST     CLASS II
 TE0391
 TE0391.The horizontal coordinates were scaled from a topographic map and have
 TE0391.an estimated accuracy of +/- 6 seconds.
 TE0391
 TE0391.The orthometric height was determined by differential leveling
 TE0391.and adjusted by the National Geodetic Survey in June 1991..
 TE0391.WARNING-Repeat measurements at this control monument indicate possible
 TE0391.vertical movement.
 TE0391
 TE0391.The geoid height was determined by GEOID03.
 TE0391
 TE0391.The dynamic height is computed by dividing the NAVD 88
 TE0391.geopotential number by the normal gravity value computed on the
 TE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0391.degrees latitude (g = 980.6199 gals.).
 TE0391
 TE0391.The modeled gravity was interpolated from observed gravity values.
 TE0391
 TE0391;                    North         East    Units  Estimated Accuracy
 TE0391;SPC ND N     -   117,120.      769,860.      MT  (+/- 180 meters Scaled)
 TE0391
 TE0391                          SUPERSEDED SURVEY CONTROL
 TE0391
 TE0391  NGVD 29 (??/??/92)  464.086  (m)         1522.59   (f) ADJ UNCH    1 2
 TE0391
 TE0391.Superseded values are not recommended for survey control.
 TE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0391.See file dsdata.txt to determine how the superseded data were derived.
 TE0391
 TE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU580200(NAD 83)
 TE0391_MARKER: DB = BENCH MARK DISK
 TE0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0391_STAMPING: ELEV 1522.805 FT K 1
 TE0391_MARK LOGO: CGS   
 TE0391_PROJECTION: FLUSH
 TE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0391+STABILITY: SURFACE MOTION
 TE0391
 TE0391  HISTORY     - Date     Condition        Report By
 TE0391  HISTORY     - UNK      MONUMENTED       CGS
 TE0391  HISTORY     - 1963     GOOD             NGS
 TE0391  HISTORY     - 1982     GOOD             NGS
 TE0391
 TE0391                          STATION DESCRIPTION
 TE0391
 TE0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0391'IN MAPES.
 TE0391'AT MAPES, 228 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GREAT
 TE0391'NORTHERN RAILWAY STATION, 194.5 FEET NORTH OF THE NORTH RAIL OF THE
 TE0391'MAIN TRACK, 137 FEET NORTH OF A TELEGRAPH POLE, 1.0 FOOT SOUTH OF A
 TE0391'SNOW FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TE0391'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE0391'PROJECTING 0.1 FOOT.
 TE0391
 TE0391                          STATION RECOVERY (1982)
 TE0391
 TE0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0391'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0391'8.4 KM (5.25 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE0391'HIGHWAY 1 IN LAKOTA, THENCE 0.8 KM (0.5 MI) NORTH ALONG A GRAVEL ROAD
 TE0391'LEADING TO THE TOWN OF MAPES, THENCE 0.4 KM (0.25 MI) EAST ALONG THE
 TE0391'BURLINGTON NORTHERN RAILROAD, 59.2 METERS (194.5 FT) NORTH OF THE
 TE0391'NORTH RAIL, 41.8 METERS (137.0 FT) NORTH OF A TELEPHONE POLE, AND
 TE0391'0.3 METER (1.0 FT) SOUTH OF A SNOW FENCE.
 TE0391'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 TE0391'THE MARK IS 0.9 M BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0014 ***********************************************************************
 RR0014  DESIGNATION -  K 10
 RR0014  PID         -  RR0014
 RR0014  STATE/COUNTY-  ND/BURLEIGH
 RR0014  USGS QUAD   -  MOFFIT (1971)
 RR0014
 RR0014                         *CURRENT SURVEY CONTROL
 RR0014  ___________________________________________________________________
 RR0014* NAD 83(1986)-  46 43 58.     (N)    100 21 00.     (W)     SCALED    
 RR0014* NAVD 88     -       526.122  (meters)    1726.12   (feet)  ADJUSTED  
 RR0014  ___________________________________________________________________
 RR0014  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RR0014  DYNAMIC HT  -         526.133 (meters)    1726.15  (feet)  COMP
 RR0014  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 RR0014
 RR0014  VERT ORDER  -  FIRST     CLASS II
 RR0014
 RR0014.The horizontal coordinates were scaled from a topographic map and have
 RR0014.an estimated accuracy of +/- 6 seconds.
 RR0014
 RR0014.The orthometric height was determined by differential leveling
 RR0014.and adjusted by the National Geodetic Survey in June 1991..
 RR0014
 RR0014.The geoid height was determined by GEOID03.
 RR0014
 RR0014.The dynamic height is computed by dividing the NAVD 88
 RR0014.geopotential number by the normal gravity value computed on the
 RR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0014.degrees latitude (g = 980.6199 gals.).
 RR0014
 RR0014.The modeled gravity was interpolated from observed gravity values.
 RR0014
 RR0014;                    North         East    Units  Estimated Accuracy
 RR0014;SPC ND S     -   118,520.      611,460.      MT  (+/- 180 meters Scaled)
 RR0014
 RR0014                          SUPERSEDED SURVEY CONTROL
 RR0014
 RR0014  NGVD 29 (??/??/92)  525.717  (m)         1724.79   (f) ADJ UNCH    1 2
 RR0014
 RR0014.Superseded values are not recommended for survey control.
 RR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0014.See file dsdata.txt to determine how the superseded data were derived.
 RR0014
 RR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS968763(NAD 83)
 RR0014_MARKER: DB = BENCH MARK DISK
 RR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0014_STAMPING: 1724.790 K 10 1927
 RR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0014+STABILITY: SURFACE MOTION
 RR0014
 RR0014  HISTORY     - Date     Condition        Report By
 RR0014  HISTORY     - 1927     MONUMENTED       CGS
 RR0014  HISTORY     - 1957     GOOD             NGS
 RR0014
 RR0014                          STATION DESCRIPTION
 RR0014
 RR0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0014'7.0 MI S FROM MCKENZIE.
 RR0014'7 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RR0014'MCKENZIE, BURLEIGH COUNTY, AT BURDICK SIDING, ABOUT 0.2 MILE SOUTHEAST
 RR0014'OF A ROAD CROSSING, 44.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RR0014'TRACK, 44 FEET WEST OF MILEPOST 7, 25 FEET WEST OF THE STATION SIGN,
 RR0014'48 FEET NORTHWEST OF THE FIRST POLE SOUTH OF THE STATION SIGN, AND 5.5
 RR0014'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RR0014'1724.790 K 10 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0014'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- THE BURDICK SIDING HAS BEEN
 RR0014'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0366 ***********************************************************************
 TG0366  DESIGNATION -  K 10 B 1
 TG0366  PID         -  TG0366
 TG0366  STATE/COUNTY-  ND/BURKE
 TG0366  USGS QUAD   -  WESTBY LAKE (1978)
 TG0366
 TG0366                         *CURRENT SURVEY CONTROL
 TG0366  ___________________________________________________________________
 TG0366* NAD 83(1986)-  48 37 01.     (N)    102 20 27.     (W)     SCALED    
 TG0366* NAVD 88     -       716.756  (meters)    2351.56   (feet)  ADJUSTED  
 TG0366  ___________________________________________________________________
 TG0366  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG0366  DYNAMIC HT  -         716.886 (meters)    2351.98  (feet)  COMP
 TG0366  MODELED GRAV-     980,766.4   (mgal)                       NAVD 88
 TG0366
 TG0366  VERT ORDER  -  SECOND    CLASS 0
 TG0366
 TG0366.The horizontal coordinates were scaled from a topographic map and have
 TG0366.an estimated accuracy of +/- 6 seconds.
 TG0366
 TG0366.The orthometric height was determined by differential leveling
 TG0366.and adjusted by the National Geodetic Survey in June 1991..
 TG0366
 TG0366.The geoid height was determined by GEOID03.
 TG0366
 TG0366.The dynamic height is computed by dividing the NAVD 88
 TG0366.geopotential number by the normal gravity value computed on the
 TG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0366.degrees latitude (g = 980.6199 gals.).
 TG0366
 TG0366.The modeled gravity was interpolated from observed gravity values.
 TG0366
 TG0366;                    North         East    Units  Estimated Accuracy
 TG0366;SPC ND N     -   181,400.      464,290.      MT  (+/- 180 meters Scaled)
 TG0366
 TG0366                          SUPERSEDED SURVEY CONTROL
 TG0366
 TG0366  NGVD 29 (??/??/92)  716.32   (m)         2350.1    (f) COMPUTED    2 0
 TG0366
 TG0366.Superseded values are not recommended for survey control.
 TG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0366.See file dsdata.txt to determine how the superseded data were derived.
 TG0366
 TG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP959882(NAD 83)
 TG0366_MARKER: DD = SURVEY DISK
 TG0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0366_SP_SET: PEDESTAL
 TG0366_STAMPING: B 1
 TG0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0366
 TG0366  HISTORY     - Date     Condition        Report By
 TG0366  HISTORY     - UNK      MONUMENTED       DOD
 TG0366  HISTORY     - 1963     GOOD             NGS
 TG0366
 TG0366                          STATION DESCRIPTION
 TG0366
 TG0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0366'10.4 MI W FROM KENASTON.
 TG0366'ABOUT 10.3 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0366'RAILWAY STATION AT KENASTON, THENCE 0.1 MILE SOUTH ACROSS AN OPEN
 TG0366'FIELD, ABOUT 0.2 MILE SOUTHEAST OF A GRAVELED ROAD INTERSECTION, ABOUT
 TG0366'0.1 MILE EAST OF A SMALL SCHOOL, ON THE CREST OF A KNOLL IN A
 TG0366'CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S
 TG0366'8, R 90 W, T 159 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0365 ***********************************************************************
 TG0365  DESIGNATION -  K 10 B 2
 TG0365  PID         -  TG0365
 TG0365  STATE/COUNTY-  ND/BURKE
 TG0365  USGS QUAD   -  WESTBY LAKE (1978)
 TG0365
 TG0365                         *CURRENT SURVEY CONTROL
 TG0365  ___________________________________________________________________
 TG0365* NAD 83(1986)-  48 37 07.     (N)    102 20 19.     (W)     SCALED    
 TG0365* NAVD 88     -       716.222  (meters)    2349.80   (feet)  ADJUSTED  
 TG0365  ___________________________________________________________________
 TG0365  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 TG0365  DYNAMIC HT  -         716.351 (meters)    2350.23  (feet)  COMP
 TG0365  MODELED GRAV-     980,766.7   (mgal)                       NAVD 88
 TG0365
 TG0365  VERT ORDER  -  SECOND    CLASS 0
 TG0365
 TG0365.The horizontal coordinates were scaled from a topographic map and have
 TG0365.an estimated accuracy of +/- 6 seconds.
 TG0365
 TG0365.The orthometric height was determined by differential leveling
 TG0365.and adjusted by the National Geodetic Survey in June 1991..
 TG0365
 TG0365.The geoid height was determined by GEOID03.
 TG0365
 TG0365.The dynamic height is computed by dividing the NAVD 88
 TG0365.geopotential number by the normal gravity value computed on the
 TG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0365.degrees latitude (g = 980.6199 gals.).
 TG0365
 TG0365.The modeled gravity was interpolated from observed gravity values.
 TG0365
 TG0365;                    North         East    Units  Estimated Accuracy
 TG0365;SPC ND N     -   181,580.      464,460.      MT  (+/- 180 meters Scaled)
 TG0365
 TG0365                          SUPERSEDED SURVEY CONTROL
 TG0365
 TG0365  NGVD 29 (??/??/92)  715.79   (m)         2348.4    (f) COMPUTED    2 0
 TG0365
 TG0365.Superseded values are not recommended for survey control.
 TG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0365.See file dsdata.txt to determine how the superseded data were derived.
 TG0365
 TG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP961884(NAD 83)
 TG0365_MARKER: DD = SURVEY DISK
 TG0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0365_SP_SET: PEDESTAL
 TG0365_STAMPING: B 2
 TG0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0365
 TG0365  HISTORY     - Date     Condition        Report By
 TG0365  HISTORY     - UNK      MONUMENTED       DOD
 TG0365  HISTORY     - 1963     GOOD             NGS
 TG0365
 TG0365                          STATION DESCRIPTION
 TG0365
 TG0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0365'10.2 MI W FROM KENASTON.
 TG0365'ABOUT 10.2 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0365'RAILWAY STATION AT KENASTON, ABOUT 143 YARDS NORTH OF THE ROAD, ON THE
 TG0365'CREST OF A HIGH KNOLL, AT AN EAST-WEST FENCE AND AT THE NORTH EDGE OF
 TG0365'A SMALL CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0365'TRIBRACH, S 5, R 90 W, T 159 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0365'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0361 ***********************************************************************
 TG0361  DESIGNATION -  K 10 Z
 TG0361  PID         -  TG0361
 TG0361  STATE/COUNTY-  ND/BURKE
 TG0361  USGS QUAD   -  WESTBY LAKE (1978)
 TG0361
 TG0361                         *CURRENT SURVEY CONTROL
 TG0361  ___________________________________________________________________
 TG0361* NAD 83(1986)-  48 37 05.     (N)    102 19 59.     (W)     SCALED    
 TG0361* NAVD 88     -       715.945  (meters)    2348.90   (feet)  ADJUSTED  
 TG0361  ___________________________________________________________________
 TG0361  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0361  DYNAMIC HT  -         716.074 (meters)    2349.32  (feet)  COMP
 TG0361  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 TG0361
 TG0361  VERT ORDER  -  SECOND    CLASS 0
 TG0361
 TG0361.The horizontal coordinates were scaled from a topographic map and have
 TG0361.an estimated accuracy of +/- 6 seconds.
 TG0361
 TG0361.The orthometric height was determined by differential leveling
 TG0361.and adjusted by the National Geodetic Survey in June 1991..
 TG0361
 TG0361.The geoid height was determined by GEOID03.
 TG0361
 TG0361.The dynamic height is computed by dividing the NAVD 88
 TG0361.geopotential number by the normal gravity value computed on the
 TG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0361.degrees latitude (g = 980.6199 gals.).
 TG0361
 TG0361.The modeled gravity was interpolated from observed gravity values.
 TG0361
 TG0361;                    North         East    Units  Estimated Accuracy
 TG0361;SPC ND N     -   181,510.      464,870.      MT  (+/- 180 meters Scaled)
 TG0361
 TG0361                          SUPERSEDED SURVEY CONTROL
 TG0361
 TG0361  NGVD 29 (??/??/92)  715.51   (m)         2347.5    (f) COMPUTED    2 0
 TG0361
 TG0361.Superseded values are not recommended for survey control.
 TG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0361.See file dsdata.txt to determine how the superseded data were derived.
 TG0361
 TG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP965884(NAD 83)
 TG0361_MARKER: DS = TRIANGULATION STATION DISK
 TG0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0361_STAMPING: K 10 Z 1962
 TG0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0361+STABILITY: SURFACE MOTION
 TG0361
 TG0361  HISTORY     - Date     Condition        Report By
 TG0361  HISTORY     - 1962     MONUMENTED       CGS
 TG0361  HISTORY     - 1963     GOOD             NGS
 TG0361
 TG0361                          STATION DESCRIPTION
 TG0361
 TG0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0361'9.9 MI W FROM KENASTON.
 TG0361'ABOUT 9.9 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0361'RAILWAY STATION AT KENASTON, ABOUT 0.5 MILE EAST OF A GRAVELED ROAD
 TG0361'INTERSECTION, ON TOP OF THE HIGHEST POINT ABOUT IN THE CENTER OF A
 TG0361'SHORT RIDGE THAT LEADS SOUTHWEST AWAY FROM THE ROAD, 285 FEET SOUTH OF
 TG0361'THE CENTERLINE OF THE ROAD, ABOUT 25 FEET BELOW THE LEVEL OF THE ROAD,
 TG0361'AND SET IN THE TOP OF A CONCRETE POST 14 INCHES UNDER THE GROUND
 TG0361'LEVEL, S 8, R 90 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0360 ***********************************************************************
 TG0360  DESIGNATION -  K 10 Z RM 1
 TG0360  PID         -  TG0360
 TG0360  STATE/COUNTY-  ND/BURKE
 TG0360  USGS QUAD   -  WESTBY LAKE (1978)
 TG0360
 TG0360                         *CURRENT SURVEY CONTROL
 TG0360  ___________________________________________________________________
 TG0360* NAD 83(1986)-  48 37 06.     (N)    102 20 02.     (W)     SCALED    
 TG0360* NAVD 88     -       710.211  (meters)    2330.08   (feet)  ADJUSTED  
 TG0360  ___________________________________________________________________
 TG0360  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0360  DYNAMIC HT  -         710.340 (meters)    2330.51  (feet)  COMP
 TG0360  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 TG0360
 TG0360  VERT ORDER  -  SECOND    CLASS 0
 TG0360
 TG0360.The horizontal coordinates were scaled from a topographic map and have
 TG0360.an estimated accuracy of +/- 6 seconds.
 TG0360
 TG0360.The orthometric height was determined by differential leveling
 TG0360.and adjusted by the National Geodetic Survey in June 1991..
 TG0360
 TG0360.The geoid height was determined by GEOID03.
 TG0360
 TG0360.The dynamic height is computed by dividing the NAVD 88
 TG0360.geopotential number by the normal gravity value computed on the
 TG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0360.degrees latitude (g = 980.6199 gals.).
 TG0360
 TG0360.The modeled gravity was interpolated from observed gravity values.
 TG0360
 TG0360;                    North         East    Units  Estimated Accuracy
 TG0360;SPC ND N     -   181,540.      464,800.      MT  (+/- 180 meters Scaled)
 TG0360
 TG0360                          SUPERSEDED SURVEY CONTROL
 TG0360
 TG0360  NGVD 29 (??/??/92)  709.78   (m)         2328.7    (f) COMPUTED    2 0
 TG0360
 TG0360.Superseded values are not recommended for survey control.
 TG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0360.See file dsdata.txt to determine how the superseded data were derived.
 TG0360
 TG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP964884(NAD 83)
 TG0360_MARKER: DR = REFERENCE MARK DISK
 TG0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0360_STAMPING: K 10 Z NO 1 1962
 TG0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0360+STABILITY: SURFACE MOTION
 TG0360
 TG0360  HISTORY     - Date     Condition        Report By
 TG0360  HISTORY     - 1962     MONUMENTED       CGS
 TG0360  HISTORY     - 1963     GOOD             NGS
 TG0360
 TG0360                          STATION DESCRIPTION
 TG0360
 TG0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0360'9.9 MI W FROM KENASTON.
 TG0360'ABOUT 10.0 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0360'RAILWAY STATION AT KENASTON, ABOUT 0.4 MILE EAST OF A GRAVELED ROAD
 TG0360'INTERSECTION, AT A FARM ROAD INTERSECTION, 75.0 FEET SOUTH OF THE
 TG0360'CENTERLINE OF THE GRAVELED ROAD, 368.0 FEET NORTHEAST OF THE STATION
 TG0360'MARK, 320.0 FEET EAST OF R.M. 2, 6.0 FEET SOUTH OF A FENCE, 2.0 FEET
 TG0360'WEST OF A TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD,
 TG0360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0362 ***********************************************************************
 TG0362  DESIGNATION -  K 10 Z RM 2
 TG0362  PID         -  TG0362
 TG0362  STATE/COUNTY-  ND/BURKE
 TG0362  USGS QUAD   -  WESTBY LAKE (1978)
 TG0362
 TG0362                         *CURRENT SURVEY CONTROL
 TG0362  ___________________________________________________________________
 TG0362* NAD 83(1986)-  48 37 06.     (N)    102 20 02.     (W)     SCALED    
 TG0362* NAVD 88     -       710.840  (meters)    2332.15   (feet)  ADJUSTED  
 TG0362  ___________________________________________________________________
 TG0362  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0362  DYNAMIC HT  -         710.968 (meters)    2332.57  (feet)  COMP
 TG0362  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 TG0362
 TG0362  VERT ORDER  -  SECOND    CLASS 0
 TG0362
 TG0362.The horizontal coordinates were scaled from a topographic map and have
 TG0362.an estimated accuracy of +/- 6 seconds.
 TG0362
 TG0362.The orthometric height was determined by differential leveling
 TG0362.and adjusted by the National Geodetic Survey in June 1991..
 TG0362
 TG0362.The geoid height was determined by GEOID03.
 TG0362
 TG0362.The dynamic height is computed by dividing the NAVD 88
 TG0362.geopotential number by the normal gravity value computed on the
 TG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0362.degrees latitude (g = 980.6199 gals.).
 TG0362
 TG0362.The modeled gravity was interpolated from observed gravity values.
 TG0362
 TG0362;                    North         East    Units  Estimated Accuracy
 TG0362;SPC ND N     -   181,540.      464,800.      MT  (+/- 180 meters Scaled)
 TG0362
 TG0362                          SUPERSEDED SURVEY CONTROL
 TG0362
 TG0362  NGVD 29 (??/??/92)  710.40   (m)         2330.7    (f) COMPUTED    2 0
 TG0362
 TG0362.Superseded values are not recommended for survey control.
 TG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0362.See file dsdata.txt to determine how the superseded data were derived.
 TG0362
 TG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP964884(NAD 83)
 TG0362_MARKER: DR = REFERENCE MARK DISK
 TG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0362_STAMPING: K 10 Z NO 2 1963
 TG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0362+STABILITY: SURFACE MOTION
 TG0362
 TG0362  HISTORY     - Date     Condition        Report By
 TG0362  HISTORY     - 1963     MONUMENTED       CGS
 TG0362
 TG0362                          STATION DESCRIPTION
 TG0362
 TG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0362'10.0 MI W FROM KENASTON.
 TG0362'ABOUT 10.0 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0362'RAILWAY STATION AT KENASTON, ABOUT 0.4 MILE EAST OF A GRAVELED ROAD
 TG0362'INTERSECTION, 76 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A
 TG0362'FARM ROAD, 15 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH,
 TG0362'3.0 FEET EAST OF TELEPHONE POLE NO. 1B-122, 1.0 NORTH OF A METAL
 TG0362'WITNESS POST, ABOUT 248 FEET NORTHWEST OF THE STATION MARK, ABOUT 3
 TG0362'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0362'POST PROJECTING 4 INCHES, S 8, R 90 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0400 ***********************************************************************
 RR0400  DESIGNATION -  K 100
 RR0400  PID         -  RR0400
 RR0400  STATE/COUNTY-  ND/GRANT
 RR0400  USGS QUAD   -  CARSON (1980)
 RR0400
 RR0400                         *CURRENT SURVEY CONTROL
 RR0400  ___________________________________________________________________
 RR0400* NAD 83(1986)-  46 25 09.     (N)    101 33 52.     (W)     SCALED    
 RR0400* NAVD 88     -       701.254  (meters)    2300.70   (feet)  ADJUSTED  
 RR0400  ___________________________________________________________________
 RR0400  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 RR0400  DYNAMIC HT  -         701.219 (meters)    2300.58  (feet)  COMP
 RR0400  MODELED GRAV-     980,541.1   (mgal)                       NAVD 88
 RR0400
 RR0400  VERT ORDER  -  SECOND    CLASS 0
 RR0400
 RR0400.The horizontal coordinates were scaled from a topographic map and have
 RR0400.an estimated accuracy of +/- 6 seconds.
 RR0400
 RR0400.The orthometric height was determined by differential leveling
 RR0400.and adjusted by the National Geodetic Survey in June 1991..
 RR0400
 RR0400.The geoid height was determined by GEOID03.
 RR0400
 RR0400.The dynamic height is computed by dividing the NAVD 88
 RR0400.geopotential number by the normal gravity value computed on the
 RR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0400.degrees latitude (g = 980.6199 gals.).
 RR0400
 RR0400.The modeled gravity was interpolated from observed gravity values.
 RR0400
 RR0400;                    North         East    Units  Estimated Accuracy
 RR0400;SPC ND S     -    84,200.      518,180.      MT  (+/- 180 meters Scaled)
 RR0400
 RR0400                          SUPERSEDED SURVEY CONTROL
 RR0400
 RR0400  NGVD 29 (??/??/92)  700.748  (m)         2299.04   (f) ADJ UNCH    2 0
 RR0400
 RR0400.Superseded values are not recommended for survey control.
 RR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0400.See file dsdata.txt to determine how the superseded data were derived.
 RR0400
 RR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS029438(NAD 83)
 RR0400_MARKER: DB = BENCH MARK DISK
 RR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0400_STAMPING: K-100 -- 1934
 RR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0400+STABILITY: SURFACE MOTION
 RR0400
 RR0400  HISTORY     - Date     Condition        Report By
 RR0400  HISTORY     - 1934     MONUMENTED       CGS
 RR0400  HISTORY     - 1956     GOOD             NGS
 RR0400
 RR0400                          STATION DESCRIPTION
 RR0400
 RR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0400'IN CARSON.
 RR0400'AT CARSON.  126.2 FEET EAST OF EAST WALL OF NORTHERN PACIFIC RAILROAD
 RR0400'STATION.  29 FEET EAST OF CENTERLINE OF MAIN STREET CROSSING THE
 RR0400'TRACKS.  18.9 FEET NORTH OF NORTH RAIL OF TRACK. 6 FEET NORTH OF POWER
 RR0400'LINE POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
 RR0400
 RR0400                          STATION RECOVERY (1956)
 RR0400
 RR0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0116 ***********************************************************************
 SN0116  DESIGNATION -  K 11
 SN0116  PID         -  SN0116
 SN0116  STATE/COUNTY-  ND/BURLEIGH
 SN0116  USGS QUAD   -  WILTON SE (1976)
 SN0116
 SN0116                         *CURRENT SURVEY CONTROL
 SN0116  ___________________________________________________________________
 SN0116* NAD 83(1986)-  47 04 18.     (N)    100 45 18.     (W)     SCALED    
 SN0116* NAVD 88     -       607.178  (meters)    1992.05   (feet)  ADJUSTED  
 SN0116  ___________________________________________________________________
 SN0116  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SN0116  DYNAMIC HT  -         607.187 (meters)    1992.08  (feet)  COMP
 SN0116  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 SN0116
 SN0116  VERT ORDER  -  FIRST     CLASS II
 SN0116
 SN0116.The horizontal coordinates were scaled from a topographic map and have
 SN0116.an estimated accuracy of +/- 6 seconds.
 SN0116
 SN0116.The orthometric height was determined by differential leveling
 SN0116.and adjusted by the National Geodetic Survey in June 1991..
 SN0116
 SN0116.The geoid height was determined by GEOID03.
 SN0116
 SN0116.The dynamic height is computed by dividing the NAVD 88
 SN0116.geopotential number by the normal gravity value computed on the
 SN0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0116.degrees latitude (g = 980.6199 gals.).
 SN0116
 SN0116.The modeled gravity was interpolated from observed gravity values.
 SN0116
 SN0116;                    North         East    Units  Estimated Accuracy
 SN0116;SPC ND S     -   156,210.      580,630.      MT  (+/- 180 meters Scaled)
 SN0116
 SN0116                          SUPERSEDED SURVEY CONTROL
 SN0116
 SN0116  NGVD 29 (??/??/92)  606.746  (m)         1990.63   (f) ADJ UNCH    1 2
 SN0116
 SN0116.Superseded values are not recommended for survey control.
 SN0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0116.See file dsdata.txt to determine how the superseded data were derived.
 SN0116
 SN0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT667146(NAD 83)
 SN0116_MARKER: DB = BENCH MARK DISK
 SN0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0116_STAMPING: K 11 1927 1990.632
 SN0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0116+STABILITY: SURFACE MOTION
 SN0116
 SN0116  HISTORY     - Date     Condition        Report By
 SN0116  HISTORY     - 1927     MONUMENTED       CGS
 SN0116  HISTORY     - 1962     GOOD             NGS
 SN0116
 SN0116                          STATION DESCRIPTION
 SN0116
 SN0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0116'3.2 MI N FROM BALDWIN.
 SN0116'ABOUT 3.2 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0116'BALDWIN, 4 POLES NORTH OF A CROSSING, 25 FEET WEST OF THE WEST RAIL,
 SN0116'25 FEET NORTH OF THE 4TH POLE NORTH OF THE CROSSING, 1.6 FEET SOUTH OF
 SN0116'A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 SN0116'CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0183 ***********************************************************************
 TG0183  DESIGNATION -  K 11
 TG0183  PID         -  TG0183
 TG0183  STATE/COUNTY-  ND/BURKE
 TG0183  USGS QUAD   -  THOMPSON LAKE (1974)
 TG0183
 TG0183                         *CURRENT SURVEY CONTROL
 TG0183  ___________________________________________________________________
 TG0183* NAD 83(1986)-  48 40 34.     (N)    102 25 45.     (W)     SCALED    
 TG0183* NAVD 88     -       712.193  (meters)    2336.59   (feet)  ADJUSTED  
 TG0183  ___________________________________________________________________
 TG0183  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 TG0183  DYNAMIC HT  -         712.324 (meters)    2337.02  (feet)  COMP
 TG0183  MODELED GRAV-     980,770.2   (mgal)                       NAVD 88
 TG0183
 TG0183  VERT ORDER  -  SECOND    CLASS 0
 TG0183
 TG0183.The horizontal coordinates were scaled from a topographic map and have
 TG0183.an estimated accuracy of +/- 6 seconds.
 TG0183
 TG0183.The orthometric height was determined by differential leveling
 TG0183.and adjusted by the National Geodetic Survey in June 1991..
 TG0183
 TG0183.The geoid height was determined by GEOID03.
 TG0183
 TG0183.The dynamic height is computed by dividing the NAVD 88
 TG0183.geopotential number by the normal gravity value computed on the
 TG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0183.degrees latitude (g = 980.6199 gals.).
 TG0183
 TG0183.The modeled gravity was interpolated from observed gravity values.
 TG0183
 TG0183;                    North         East    Units  Estimated Accuracy
 TG0183;SPC ND N     -   188,140.      457,940.      MT  (+/- 180 meters Scaled)
 TG0183
 TG0183                          SUPERSEDED SURVEY CONTROL
 TG0183
 TG0183  NGVD 29 (??/??/92)  711.755  (m)         2335.15   (f) ADJ UNCH    2 0
 TG0183
 TG0183.Superseded values are not recommended for survey control.
 TG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0183.See file dsdata.txt to determine how the superseded data were derived.
 TG0183
 TG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP892946(NAD 83)
 TG0183_MARKER: X = CHISELED CROSS
 TG0183_SETTING: 66 = SET IN ROCK OUTCROP
 TG0183_SP_SET: ROCK
 TG0183_STAMPING: BM K 11
 TG0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG0183+STABILITY: POSITION/ELEVATION WELL
 TG0183
 TG0183  HISTORY     - Date     Condition        Report By
 TG0183  HISTORY     - UNK      MONUMENTED       USGS
 TG0183  HISTORY     - 1935     GOOD             NGS
 TG0183
 TG0183                          STATION DESCRIPTION
 TG0183
 TG0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG0183'17.5 MI SW FROM KENMARE.
 TG0183'IN BURKE COUNTY, 17.5 MILES SOUTHWEST OF KENMARE, WARD COUNTY.  THIS
 TG0183'BENCH MARK MAY BE REACHED BE GOING 0.8 MILE SOUTHWEST, 3.8 MILES WEST,
 TG0183'0.5 MILE SOUTH, AND 9.0 MILES WEST ALONG ROADS, THENCE 1.0 MILE NORTH
 TG0183'ALONG STATE HIGHWAY 8, AND THENCE 2.4 MILES WEST ALONG A ROAD. IT IS
 TG0183'AT A ROAD INTERSECTION, 100 FEET WEST OF THE CENTERLINE OF THE
 TG0183'NORTH-AND-SOUTH ROAD, 50 FEET SOUTH OF THE CENTERLINE OF THE
 TG0183'EAST-AND-WEST ROAD, AND ON THE TOP OF A ROCK.  A CHISELED CROSS,
 TG0183'MARKED BM K 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0352 ***********************************************************************
 TG0352  DESIGNATION -  K 11 B 1
 TG0352  PID         -  TG0352
 TG0352  STATE/COUNTY-  ND/WARD
 TG0352  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0352
 TG0352                         *CURRENT SURVEY CONTROL
 TG0352  ___________________________________________________________________
 TG0352* NAD 83(1986)-  48 36 56.     (N)    102 12 13.     (W)     SCALED    
 TG0352* NAVD 88     -       663.983  (meters)    2178.42   (feet)  ADJUSTED  
 TG0352  ___________________________________________________________________
 TG0352  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TG0352  DYNAMIC HT  -         664.103 (meters)    2178.81  (feet)  COMP
 TG0352  MODELED GRAV-     980,769.2   (mgal)                       NAVD 88
 TG0352
 TG0352  VERT ORDER  -  SECOND    CLASS 0
 TG0352
 TG0352.The horizontal coordinates were scaled from a topographic map and have
 TG0352.an estimated accuracy of +/- 6 seconds.
 TG0352
 TG0352.The orthometric height was determined by differential leveling
 TG0352.and adjusted by the National Geodetic Survey in June 1991..
 TG0352
 TG0352.The geoid height was determined by GEOID03.
 TG0352
 TG0352.The dynamic height is computed by dividing the NAVD 88
 TG0352.geopotential number by the normal gravity value computed on the
 TG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0352.degrees latitude (g = 980.6199 gals.).
 TG0352
 TG0352.The modeled gravity was interpolated from observed gravity values.
 TG0352
 TG0352;                    North         East    Units  Estimated Accuracy
 TG0352;SPC ND N     -   181,010.      474,400.      MT  (+/- 180 meters Scaled)
 TG0352
 TG0352                          SUPERSEDED SURVEY CONTROL
 TG0352
 TG0352  NGVD 29 (??/??/92)  663.57   (m)         2177.1    (f) COMPUTED    2 0
 TG0352
 TG0352.Superseded values are not recommended for survey control.
 TG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0352.See file dsdata.txt to determine how the superseded data were derived.
 TG0352
 TG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060884(NAD 83)
 TG0352_MARKER: DD = SURVEY DISK
 TG0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0352_SP_SET: PEDESTAL
 TG0352_STAMPING: B 1
 TG0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0352
 TG0352  HISTORY     - Date     Condition        Report By
 TG0352  HISTORY     - UNK      MONUMENTED       DOD
 TG0352  HISTORY     - 1963     GOOD             NGS
 TG0352
 TG0352                          STATION DESCRIPTION
 TG0352
 TG0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0352'4.2 MI W FROM KENASTON.
 TG0352'ABOUT 4.0 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0352'RAILWAY STATION AT KENASTON, THENCE 0.2 MILE SOUTH ACROSS AN OPEN
 TG0352'FIELD, ABOUT 0.4 MILE EAST OF A NORTH-SOUTH GRAVELED ROAD, A 1 1/2 X 4
 TG0352'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 8, R 89 W, T 159 N.  NOTE--
 TG0352'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0354 ***********************************************************************
 TG0354  DESIGNATION -  K 11 B 2
 TG0354  PID         -  TG0354
 TG0354  STATE/COUNTY-  ND/WARD
 TG0354  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0354
 TG0354                         *CURRENT SURVEY CONTROL
 TG0354  ___________________________________________________________________
 TG0354* NAD 83(1986)-  48 36 56.     (N)    102 12 44.     (W)     SCALED    
 TG0354* NAVD 88     -       667.794  (meters)    2190.92   (feet)  ADJUSTED  
 TG0354  ___________________________________________________________________
 TG0354  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 TG0354  DYNAMIC HT  -         667.915 (meters)    2191.32  (feet)  COMP
 TG0354  MODELED GRAV-     980,769.0   (mgal)                       NAVD 88
 TG0354
 TG0354  VERT ORDER  -  SECOND    CLASS 0
 TG0354
 TG0354.The horizontal coordinates were scaled from a topographic map and have
 TG0354.an estimated accuracy of +/- 6 seconds.
 TG0354
 TG0354.The orthometric height was determined by differential leveling
 TG0354.and adjusted by the National Geodetic Survey in June 1991..
 TG0354
 TG0354.The geoid height was determined by GEOID03.
 TG0354
 TG0354.The dynamic height is computed by dividing the NAVD 88
 TG0354.geopotential number by the normal gravity value computed on the
 TG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0354.degrees latitude (g = 980.6199 gals.).
 TG0354
 TG0354.The modeled gravity was interpolated from observed gravity values.
 TG0354
 TG0354;                    North         East    Units  Estimated Accuracy
 TG0354;SPC ND N     -   181,030.      473,770.      MT  (+/- 180 meters Scaled)
 TG0354
 TG0354                          SUPERSEDED SURVEY CONTROL
 TG0354
 TG0354  NGVD 29 (??/??/92)  667.37   (m)         2189.5    (f) COMPUTED    2 0
 TG0354
 TG0354.Superseded values are not recommended for survey control.
 TG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0354.See file dsdata.txt to determine how the superseded data were derived.
 TG0354
 TG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP054884(NAD 83)
 TG0354_MARKER: DD = SURVEY DISK
 TG0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0354_SP_SET: PEDESTAL
 TG0354_STAMPING: B 2
 TG0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0354
 TG0354  HISTORY     - Date     Condition        Report By
 TG0354  HISTORY     - UNK      MONUMENTED       DOD
 TG0354  HISTORY     - 1963     GOOD             NGS
 TG0354
 TG0354                          STATION DESCRIPTION
 TG0354
 TG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0354'4.6 MI W FROM KENASTON.
 TG0354'ABOUT 4.4 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0354'RAILWAY STATION AT KENASTON, THENCE 0.2 MILE SOUTH ALONG A GRAVELED
 TG0354'ROAD, IN THE EDGE OF A CULTIVATED FIELD, AT THE JUNCTION OF A DRIVEWAY
 TG0354'LEADING EAST TO THE FIELD, 22.0 FEET EAST OF THE CENTERLINE OF THE
 TG0354'ROAD, 18.0 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, A 1 1/2 X 4
 TG0354'FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 8, R 89 W, T 159 N. NOTE--
 TG0354'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0350 ***********************************************************************
 TG0350  DESIGNATION -  K 11 Z
 TG0350  PID         -  TG0350
 TG0350  STATE/COUNTY-  ND/WARD
 TG0350  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0350
 TG0350                         *CURRENT SURVEY CONTROL
 TG0350  ___________________________________________________________________
 TG0350* NAD 83(1986)-  48 37 06.     (N)    102 12 07.     (W)     SCALED    
 TG0350* NAVD 88     -       658.474  (meters)    2160.34   (feet)  ADJUSTED  
 TG0350  ___________________________________________________________________
 TG0350  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG0350  DYNAMIC HT  -         658.593 (meters)    2160.73  (feet)  COMP
 TG0350  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TG0350
 TG0350  VERT ORDER  -  SECOND    CLASS 0
 TG0350
 TG0350.The horizontal coordinates were scaled from a topographic map and have
 TG0350.an estimated accuracy of +/- 6 seconds.
 TG0350
 TG0350.The orthometric height was determined by differential leveling
 TG0350.and adjusted by the National Geodetic Survey in June 1991..
 TG0350
 TG0350.The geoid height was determined by GEOID03.
 TG0350
 TG0350.The dynamic height is computed by dividing the NAVD 88
 TG0350.geopotential number by the normal gravity value computed on the
 TG0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0350.degrees latitude (g = 980.6199 gals.).
 TG0350
 TG0350.The modeled gravity was interpolated from observed gravity values.
 TG0350
 TG0350;                    North         East    Units  Estimated Accuracy
 TG0350;SPC ND N     -   181,320.      474,530.      MT  (+/- 180 meters Scaled)
 TG0350
 TG0350                          SUPERSEDED SURVEY CONTROL
 TG0350
 TG0350  NGVD 29 (??/??/92)  658.06   (m)         2159.0    (f) COMPUTED    2 0
 TG0350
 TG0350.Superseded values are not recommended for survey control.
 TG0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0350.See file dsdata.txt to determine how the superseded data were derived.
 TG0350
 TG0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP062888(NAD 83)
 TG0350_MARKER: DS = TRIANGULATION STATION DISK
 TG0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0350_STAMPING: K 11 Z 1962
 TG0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0350+STABILITY: SURFACE MOTION
 TG0350
 TG0350  HISTORY     - Date     Condition        Report By
 TG0350  HISTORY     - 1962     MONUMENTED       CGS
 TG0350  HISTORY     - 1963     GOOD             NGS
 TG0350
 TG0350                          STATION DESCRIPTION
 TG0350
 TG0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0350'3.9 MI W FROM KENASTON.
 TG0350'ABOUT 3.9 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0350'RAILWAY STATION AT KENASTON, ABOUT 0.5 MILE EAST OF A GRAVELED ROAD
 TG0350'INTERSECTION, 244.0 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 TG0350'GRAVELED ROAD LEADING NORTH, 105.0 FEET NORTHWEST OF THE NORTHWEST
 TG0350'CORNER OF AN OLD SCHOOL BUILDING, 52.5 FEET SOUTH OF THE CENTERLINE OF
 TG0350'THE ROAD, 29.0 FEET NORTHEAST OF POWER POLE NO. 1-145, 3.0 FEET
 TG0350'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0350'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 8,
 TG0350'R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0349 ***********************************************************************
 TG0349  DESIGNATION -  K 11 Z RM 1
 TG0349  PID         -  TG0349
 TG0349  STATE/COUNTY-  ND/WARD
 TG0349  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0349
 TG0349                         *CURRENT SURVEY CONTROL
 TG0349  ___________________________________________________________________
 TG0349* NAD 83(1986)-  48 37 06.     (N)    102 12 07.     (W)     SCALED    
 TG0349* NAVD 88     -       658.310  (meters)    2159.81   (feet)  ADJUSTED  
 TG0349  ___________________________________________________________________
 TG0349  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG0349  DYNAMIC HT  -         658.429 (meters)    2160.20  (feet)  COMP
 TG0349  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TG0349
 TG0349  VERT ORDER  -  SECOND    CLASS 0
 TG0349
 TG0349.The horizontal coordinates were scaled from a topographic map and have
 TG0349.an estimated accuracy of +/- 6 seconds.
 TG0349
 TG0349.The orthometric height was determined by differential leveling
 TG0349.and adjusted by the National Geodetic Survey in June 1991..
 TG0349
 TG0349.The geoid height was determined by GEOID03.
 TG0349
 TG0349.The dynamic height is computed by dividing the NAVD 88
 TG0349.geopotential number by the normal gravity value computed on the
 TG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0349.degrees latitude (g = 980.6199 gals.).
 TG0349
 TG0349.The modeled gravity was interpolated from observed gravity values.
 TG0349
 TG0349;                    North         East    Units  Estimated Accuracy
 TG0349;SPC ND N     -   181,320.      474,530.      MT  (+/- 180 meters Scaled)
 TG0349
 TG0349                          SUPERSEDED SURVEY CONTROL
 TG0349
 TG0349  NGVD 29 (??/??/92)  657.89   (m)         2158.4    (f) COMPUTED    2 0
 TG0349
 TG0349.Superseded values are not recommended for survey control.
 TG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0349.See file dsdata.txt to determine how the superseded data were derived.
 TG0349
 TG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP062888(NAD 83)
 TG0349_MARKER: DR = REFERENCE MARK DISK
 TG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0349_STAMPING: K 11 Z NO 1 1962
 TG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0349+STABILITY: SURFACE MOTION
 TG0349
 TG0349  HISTORY     - Date     Condition        Report By
 TG0349  HISTORY     - 1962     MONUMENTED       CGS
 TG0349  HISTORY     - 1963     GOOD             NGS
 TG0349
 TG0349                          STATION DESCRIPTION
 TG0349
 TG0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0349'3.9 MI W FROM KENASTON.
 TG0349'ABOUT 3.9 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0349'RAILWAY STATION AT KENASTON, ABOUT 0.5 MILE EAST OF A GRAVELED ROAD
 TG0349'INTERSECTION, 210 FEET WEST OF THE CENTER OF THE JUNCTION OF A
 TG0349'GRAVELED ROAD LEADING NORTH, 70.5 FEET NORTHWEST OF THE NORTHWEST
 TG0349'CORNER OF AN OLD SCHOOL BUILDING, 52.5 FEET SOUTH OF THE CENTERLINE OF
 TG0349'THE ROAD, 35.2 FEET EAST OF THE STATION MARK, ABOUT 3 FEET BELOW THE
 TG0349'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TG0349'INCH, S 8, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0351 ***********************************************************************
 TG0351  DESIGNATION -  K 11 Z RM 2
 TG0351  PID         -  TG0351
 TG0351  STATE/COUNTY-  ND/WARD
 TG0351  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0351
 TG0351                         *CURRENT SURVEY CONTROL
 TG0351  ___________________________________________________________________
 TG0351* NAD 83(1986)-  48 37 06.     (N)    102 12 07.     (W)     SCALED    
 TG0351* NAVD 88     -       658.341  (meters)    2159.91   (feet)  ADJUSTED  
 TG0351  ___________________________________________________________________
 TG0351  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG0351  DYNAMIC HT  -         658.461 (meters)    2160.30  (feet)  COMP
 TG0351  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TG0351
 TG0351  VERT ORDER  -  SECOND    CLASS 0
 TG0351
 TG0351.The horizontal coordinates were scaled from a topographic map and have
 TG0351.an estimated accuracy of +/- 6 seconds.
 TG0351
 TG0351.The orthometric height was determined by differential leveling
 TG0351.and adjusted by the National Geodetic Survey in June 1991..
 TG0351
 TG0351.The geoid height was determined by GEOID03.
 TG0351
 TG0351.The dynamic height is computed by dividing the NAVD 88
 TG0351.geopotential number by the normal gravity value computed on the
 TG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0351.degrees latitude (g = 980.6199 gals.).
 TG0351
 TG0351.The modeled gravity was interpolated from observed gravity values.
 TG0351
 TG0351;                    North         East    Units  Estimated Accuracy
 TG0351;SPC ND N     -   181,320.      474,530.      MT  (+/- 180 meters Scaled)
 TG0351
 TG0351                          SUPERSEDED SURVEY CONTROL
 TG0351
 TG0351  NGVD 29 (??/??/92)  657.925  (m)         2158.54   (f) ADJ UNCH    2 0
 TG0351
 TG0351.Superseded values are not recommended for survey control.
 TG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0351.See file dsdata.txt to determine how the superseded data were derived.
 TG0351
 TG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP062888(NAD 83)
 TG0351_MARKER: DR = REFERENCE MARK DISK
 TG0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0351_STAMPING: K 11 Z NO 2 1962
 TG0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0351+STABILITY: SURFACE MOTION
 TG0351
 TG0351  HISTORY     - Date     Condition        Report By
 TG0351  HISTORY     - 1962     MONUMENTED       CGS
 TG0351  HISTORY     - 1963     GOOD             NGS
 TG0351
 TG0351                          STATION DESCRIPTION
 TG0351
 TG0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0351'3.9 MI W FROM KENASTON.
 TG0351'ABOUT 3.9 MILES WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0351'RAILWAY STATION AT KENASTON, ABOUT 0.5 MILE EAST OF A GRAVELED ROAD
 TG0351'INTERSECTION, 102.5 FEET WEST OF THE NORTHWEST CORNER OF AN OLD SCHOOL
 TG0351'BUILDING, 81.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 29.1 FEET
 TG0351'SOUTH OF THE STATION MARK, 10.0 FEET EAST OF POWER POLE NO.1-145,
 TG0351'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0351'CONCRETE POST LEVEL WITH THE GROUND, S 8, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0659 ***********************************************************************
 SM0659  DESIGNATION -  K 118
 SM0659  PID         -  SM0659
 SM0659  STATE/COUNTY-  ND/BENSON
 SM0659  USGS QUAD   -  WARWICK (1962)
 SM0659
 SM0659                         *CURRENT SURVEY CONTROL
 SM0659  ___________________________________________________________________
 SM0659* NAD 83(1986)-  47 50 58.     (N)    098 39 03.     (W)     SCALED    
 SM0659* NAVD 88     -       449.113  (meters)    1473.46   (feet)  ADJUSTED  
 SM0659  ___________________________________________________________________
 SM0659  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SM0659  DYNAMIC HT  -         449.178 (meters)    1473.68  (feet)  COMP
 SM0659  MODELED GRAV-     980,742.5   (mgal)                       NAVD 88
 SM0659
 SM0659  VERT ORDER  -  SECOND    CLASS 0
 SM0659
 SM0659.The horizontal coordinates were scaled from a topographic map and have
 SM0659.an estimated accuracy of +/- 6 seconds.
 SM0659
 SM0659.The orthometric height was determined by differential leveling
 SM0659.and adjusted by the National Geodetic Survey in June 1991..
 SM0659
 SM0659.The geoid height was determined by GEOID03.
 SM0659
 SM0659.The dynamic height is computed by dividing the NAVD 88
 SM0659.geopotential number by the normal gravity value computed on the
 SM0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0659.degrees latitude (g = 980.6199 gals.).
 SM0659
 SM0659.The modeled gravity was interpolated from observed gravity values.
 SM0659
 SM0659;                    North         East    Units  Estimated Accuracy
 SM0659;SPC ND N     -    96,100.      738,380.      MT  (+/- 180 meters Scaled)
 SM0659
 SM0659                          SUPERSEDED SURVEY CONTROL
 SM0659
 SM0659  NGVD 29 (??/??/92)  448.755  (m)         1472.29   (f) ADJ UNCH    2 0
 SM0659
 SM0659.Superseded values are not recommended for survey control.
 SM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0659.See file dsdata.txt to determine how the superseded data were derived.
 SM0659
 SM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT261996(NAD 83)
 SM0659_MARKER: DB = BENCH MARK DISK
 SM0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0659_STAMPING: K-118 1934
 SM0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0659+STABILITY: SURFACE MOTION
 SM0659
 SM0659  HISTORY     - Date     Condition        Report By
 SM0659  HISTORY     - 1934     MONUMENTED       CGS
 SM0659
 SM0659                          STATION DESCRIPTION
 SM0659
 SM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0659'2.7 MI E FROM WARWICK.
 SM0659'2.7 MILES EAST OF WARWICK, DEPOT.  ALONG THE GREAT NORTHERN RAILROAD,
 SM0659'4 POLES EAST OF MILEPOST NO. 101, SET IN CONCRETE POST 5 FEET EAST OF
 SM0659'POLE, 39 FEET NORTH OF THE CENTER LINE OF THE TRACK, 190 FEET EAST OF
 SM0659'GRADE CROSSING, 3 FEET BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0672 ***********************************************************************
 SM0672  DESIGNATION -  K 119
 SM0672  PID         -  SM0672
 SM0672  STATE/COUNTY-  ND/EDDY
 SM0672  USGS QUAD   -  HAMAR (1962)
 SM0672
 SM0672                         *CURRENT SURVEY CONTROL
 SM0672  ___________________________________________________________________
 SM0672* NAD 83(1986)-  47 47 40.     (N)    098 35 15.     (W)     SCALED    
 SM0672* NAVD 88     -       421.941  (meters)    1384.32   (feet)  ADJUSTED  
 SM0672  ___________________________________________________________________
 SM0672  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SM0672  DYNAMIC HT  -         422.002 (meters)    1384.52  (feet)  COMP
 SM0672  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SM0672
 SM0672  VERT ORDER  -  SECOND    CLASS 0
 SM0672
 SM0672.The horizontal coordinates were scaled from a topographic map and have
 SM0672.an estimated accuracy of +/- 6 seconds.
 SM0672
 SM0672.The orthometric height was determined by differential leveling
 SM0672.and adjusted by the National Geodetic Survey in June 1991..
 SM0672
 SM0672.The geoid height was determined by GEOID03.
 SM0672
 SM0672.The dynamic height is computed by dividing the NAVD 88
 SM0672.geopotential number by the normal gravity value computed on the
 SM0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0672.degrees latitude (g = 980.6199 gals.).
 SM0672
 SM0672.The modeled gravity was interpolated from observed gravity values.
 SM0672
 SM0672;                    North         East    Units  Estimated Accuracy
 SM0672;SPC ND N     -    90,110.      743,270.      MT  (+/- 180 meters Scaled)
 SM0672
 SM0672                          SUPERSEDED SURVEY CONTROL
 SM0672
 SM0672  NGVD 29 (??/??/92)  421.583  (m)         1383.14   (f) ADJ UNCH    2 0
 SM0672
 SM0672.Superseded values are not recommended for survey control.
 SM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0672.See file dsdata.txt to determine how the superseded data were derived.
 SM0672
 SM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT308935(NAD 83)
 SM0672_MARKER: DB = BENCH MARK DISK
 SM0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0672_SP_SET: RETAINING WALL
 SM0672_STAMPING: K 119 1934
 SM0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0672
 SM0672  HISTORY     - Date     Condition        Report By
 SM0672  HISTORY     - 1934     MONUMENTED       CGS
 SM0672  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0672
 SM0672                          STATION DESCRIPTION
 SM0672
 SM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0672'4.2 MI S FROM HAMAR.
 SM0672'4.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM THE PUBLIC SCHOOL AT
 SM0672'HAMAR, EDDY COUNTY, AT A 120-FOOT BRIDGE OVER SHEYENNE RIVER, IN THE
 SM0672'WEST END OF THE SOUTH CONCRETE RETAINING WALL, 18 INCHES WEST OF THE
 SM0672'INSIDE OF THE BRIDGE ROADWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 SM0672'HIGHWAY.  A STANDARD DISK, STAMPED K 119 1934.
 SM0672
 SM0672                          STATION RECOVERY (1963)
 SM0672
 SM0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0509 ***********************************************************************
 SN0509  DESIGNATION -  K 12
 SN0509  PID         -  SN0509
 SN0509  STATE/COUNTY-  ND/MCLEAN
 SN0509  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0509
 SN0509                         *CURRENT SURVEY CONTROL
 SN0509  ___________________________________________________________________
 SN0509* NAD 83(1986)-  47 33 30.     (N)    101 15 22.     (W)     SCALED    
 SN0509* NAVD 88     -       568.014  (meters)    1863.56   (feet)  ADJUSTED  
 SN0509  ___________________________________________________________________
 SN0509  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 SN0509  DYNAMIC HT  -         568.061 (meters)    1863.71  (feet)  COMP
 SN0509  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 SN0509
 SN0509  VERT ORDER  -  FIRST     CLASS II
 SN0509
 SN0509.The horizontal coordinates were scaled from a topographic map and have
 SN0509.an estimated accuracy of +/- 6 seconds.
 SN0509
 SN0509.The orthometric height was determined by differential leveling
 SN0509.and adjusted by the National Geodetic Survey in June 1991..
 SN0509
 SN0509.The geoid height was determined by GEOID03.
 SN0509
 SN0509.The dynamic height is computed by dividing the NAVD 88
 SN0509.geopotential number by the normal gravity value computed on the
 SN0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0509.degrees latitude (g = 980.6199 gals.).
 SN0509
 SN0509.The modeled gravity was interpolated from observed gravity values.
 SN0509
 SN0509;                    North         East    Units  Estimated Accuracy
 SN0509;SPC ND N     -    62,360.      543,100.      MT  (+/- 180 meters Scaled)
 SN0509
 SN0509                          SUPERSEDED SURVEY CONTROL
 SN0509
 SN0509  NGVD 29 (??/??/92)  567.606  (m)         1862.22   (f) ADJ UNCH    1 2
 SN0509
 SN0509.Superseded values are not recommended for survey control.
 SN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0509.See file dsdata.txt to determine how the superseded data were derived.
 SN0509
 SN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT302696(NAD 83)
 SN0509_MARKER: DB = BENCH MARK DISK
 SN0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0509_STAMPING: K 12 1927 1863.221
 SN0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0509+STABILITY: SURFACE MOTION
 SN0509
 SN0509  HISTORY     - Date     Condition        Report By
 SN0509  HISTORY     - 1927     MONUMENTED       CGS
 SN0509  HISTORY     - 1962     GOOD             NGS
 SN0509  HISTORY     - 1975     GOOD             NGS
 SN0509
 SN0509                          STATION DESCRIPTION
 SN0509
 SN0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0509'2.0 MI NW FROM COLEHARBOR.
 SN0509'ABOUT 2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0509'COLEHARBOR, 0.15 MILE SOUTHEAST OF A ROAD CROSSING, 37.2 FEET
 SN0509'NORTHEAST OF THE NORTHEAST RAIL, 92 FEET SOUTHWEST OF THE CENTERLINE
 SN0509'OF THE HIGHWAY, 19.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.8 FEET EAST
 SN0509'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, A DISK IN THE
 SN0509'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- TO BE DESTROYED.
 SN0509
 SN0509                          STATION RECOVERY (1975)
 SN0509
 SN0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SN0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0510 ***********************************************************************
 SN0510  DESIGNATION -  K 12 RESET
 SN0510  PID         -  SN0510
 SN0510  STATE/COUNTY-  ND/MCLEAN
 SN0510  USGS QUAD   -  RIVERDALE NORTH (1980)
 SN0510
 SN0510                         *CURRENT SURVEY CONTROL
 SN0510  ___________________________________________________________________
 SN0510* NAD 83(1986)-  47 33 36.     (N)    101 15 31.     (W)     SCALED    
 SN0510* NAVD 88     -       571.052  (meters)    1873.53   (feet)  ADJUSTED  
 SN0510  ___________________________________________________________________
 SN0510  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 SN0510  DYNAMIC HT  -         571.099 (meters)    1873.68  (feet)  COMP
 SN0510  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 SN0510
 SN0510  VERT ORDER  -  FIRST     CLASS II
 SN0510
 SN0510.The horizontal coordinates were scaled from a topographic map and have
 SN0510.an estimated accuracy of +/- 6 seconds.
 SN0510
 SN0510.The orthometric height was determined by differential leveling
 SN0510.and adjusted by the National Geodetic Survey in June 1991..
 SN0510
 SN0510.The geoid height was determined by GEOID03.
 SN0510
 SN0510.The dynamic height is computed by dividing the NAVD 88
 SN0510.geopotential number by the normal gravity value computed on the
 SN0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0510.degrees latitude (g = 980.6199 gals.).
 SN0510
 SN0510.The modeled gravity was interpolated from observed gravity values.
 SN0510
 SN0510;                    North         East    Units  Estimated Accuracy
 SN0510;SPC ND N     -    62,540.      542,910.      MT  (+/- 180 meters Scaled)
 SN0510
 SN0510                          SUPERSEDED SURVEY CONTROL
 SN0510
 SN0510.No superseded survey control is available for this station.
 SN0510
 SN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT300698(NAD 83)
 SN0510_MARKER: DB = BENCH MARK DISK
 SN0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0510_SP_SET: MONUMENT
 SN0510_STAMPING: K 12 RESET 1975
 SN0510_MARK LOGO: NGS   
 SN0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0510
 SN0510  HISTORY     - Date     Condition        Report By
 SN0510  HISTORY     - 1975     MONUMENTED       NGS
 SN0510  HISTORY     - 1982     GOOD             NGS
 SN0510
 SN0510                          STATION DESCRIPTION
 SN0510
 SN0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 SN0510'2.1 MI NW FROM COLEHARBOR.
 SN0510'2.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE GRAIN
 SN0510'ELEVATOR IN COLEHARBOR, AT A RAILROAD CROSSING, 200 FEET WEST OF THE
 SN0510'CENTER OF U.S. HIGHWAY 83, 28 FEET SOUTHWEST OF THE CENTER OF THE
 SN0510'RAILROAD CROSSING, 21 FEET WEST OF THE WEST RAIL, 9 FEET SOUTH OF A
 SN0510'RAILROAD CROSSING SIGN, 2.0 FEET NORTH OF A METAL WITNESS POST, AND
 SN0510'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 SN0510'NOTE-- THE DISK WILL BE REMOVED FROM BENCH MARK K 12 AT THE TIME OF
 SN0510'HIGHWAY CONSTRUCTION.
 SN0510
 SN0510                          STATION RECOVERY (1982)
 SN0510
 SN0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0510'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0510'15.2 KM (9.45 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0510'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 61.0 METERS (200.1 FT)
 SN0510'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 SN0510'8.6 METERS (28.2 FT) WEST OF THE CENTER OF A ROAD CROSSING THE
 SN0510'RAILROAD, 6.4 METERS (21.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOO
 SN0510'LINE RAILROAD AND 2.8 METERS (9.2 FT) SOUTH OF A RAILROAD CROSSING
 SN0510'SIGN POST.
 SN0510'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SN0510'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0722 ***********************************************************************
 SM0722  DESIGNATION -  K 120
 SM0722  PID         -  SM0722
 SM0722  STATE/COUNTY-  ND/EDDY
 SM0722  USGS QUAD   -  BRANTFORD NE (1971)
 SM0722
 SM0722                         *CURRENT SURVEY CONTROL
 SM0722  ___________________________________________________________________
 SM0722* NAD 83(1986)-  47 41 14.     (N)    098 50 56.     (W)     SCALED    
 SM0722* NAVD 88     -       460.859  (meters)    1512.00   (feet)  ADJUSTED  
 SM0722  ___________________________________________________________________
 SM0722  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SM0722  DYNAMIC HT  -         460.913 (meters)    1512.18  (feet)  COMP
 SM0722  MODELED GRAV-     980,713.5   (mgal)                       NAVD 88
 SM0722
 SM0722  VERT ORDER  -  SECOND    CLASS 0
 SM0722
 SM0722.The horizontal coordinates were scaled from a topographic map and have
 SM0722.an estimated accuracy of +/- 6 seconds.
 SM0722
 SM0722.The orthometric height was determined by differential leveling
 SM0722.and adjusted by the National Geodetic Survey in June 1991..
 SM0722
 SM0722.The geoid height was determined by GEOID03.
 SM0722
 SM0722.The dynamic height is computed by dividing the NAVD 88
 SM0722.geopotential number by the normal gravity value computed on the
 SM0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0722.degrees latitude (g = 980.6199 gals.).
 SM0722
 SM0722.The modeled gravity was interpolated from observed gravity values.
 SM0722
 SM0722;                    North         East    Units  Estimated Accuracy
 SM0722;SPC ND N     -    77,740.      723,940.      MT  (+/- 180 meters Scaled)
 SM0722
 SM0722                          SUPERSEDED SURVEY CONTROL
 SM0722
 SM0722  NGVD 29 (??/??/92)  460.470  (m)         1510.73   (f) ADJ UNCH    2 0
 SM0722
 SM0722.Superseded values are not recommended for survey control.
 SM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0722.See file dsdata.txt to determine how the superseded data were derived.
 SM0722
 SM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT113815(NAD 83)
 SM0722_MARKER: DB = BENCH MARK DISK
 SM0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0722_STAMPING: K 120 1934
 SM0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0722+STABILITY: SURFACE MOTION
 SM0722
 SM0722  HISTORY     - Date     Condition        Report By
 SM0722  HISTORY     - 1934     MONUMENTED       CGS
 SM0722  HISTORY     - 1960     GOOD             NGS
 SM0722
 SM0722                          STATION DESCRIPTION
 SM0722
 SM0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0722'13.0 MI E FROM NEW ROCKFORD.
 SM0722'IN EDDY COUNTY, 8.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM MCHENRY,
 SM0722'FOSTER COUNTY, 12.8 MILES WEST ALONG STATE HIGHWAY 15, 50 FEET WEST OF
 SM0722'A SECTION LINE, 78 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 SM0722'NORTH OF A BAR PIT, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A
 SM0722'STANDARD DISK, STAMPED K 120 1934 AND SET IN THE TOP OF A CONCRETE
 SM0722'POST.  NOTE-- MARK RECOVERED 13.0 MILES EAST OF NEW ROCKFORD, FROM
 SM0722'JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 15, 78 FEET NORTH OF
 SM0722'CENTERLINE OF HIGHWAY, 50 FEET WEST OF SECTION LINE AND 1 1/2 FEET
 SM0722'NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0920 ***********************************************************************
 SM0920  DESIGNATION -  K 121
 SM0920  PID         -  SM0920
 SM0920  STATE/COUNTY-  ND/WELLS
 SM0920  USGS QUAD   -  HAMBERG (1986)
 SM0920
 SM0920                         *CURRENT SURVEY CONTROL
 SM0920  ___________________________________________________________________
 SM0920* NAD 83(1986)-  47 46 10.     (N)    099 33 31.     (W)     SCALED    
 SM0920* NAVD 88     -       469.429  (meters)    1540.12   (feet)  ADJUSTED  
 SM0920  ___________________________________________________________________
 SM0920  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 SM0920  DYNAMIC HT  -         469.491 (meters)    1540.32  (feet)  COMP
 SM0920  MODELED GRAV-     980,729.3   (mgal)                       NAVD 88
 SM0920
 SM0920  VERT ORDER  -  SECOND    CLASS 0
 SM0920
 SM0920.The horizontal coordinates were scaled from a topographic map and have
 SM0920.an estimated accuracy of +/- 6 seconds.
 SM0920
 SM0920.The orthometric height was determined by differential leveling
 SM0920.and adjusted by the National Geodetic Survey in June 1991..
 SM0920
 SM0920.The geoid height was determined by GEOID03.
 SM0920
 SM0920.The dynamic height is computed by dividing the NAVD 88
 SM0920.geopotential number by the normal gravity value computed on the
 SM0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0920.degrees latitude (g = 980.6199 gals.).
 SM0920
 SM0920.The modeled gravity was interpolated from observed gravity values.
 SM0920
 SM0920;                    North         East    Units  Estimated Accuracy
 SM0920;SPC ND N     -    85,980.      670,560.      MT  (+/- 180 meters Scaled)
 SM0920
 SM0920                          SUPERSEDED SURVEY CONTROL
 SM0920
 SM0920  NGVD 29 (??/??/92)  469.045  (m)         1538.86   (f) ADJ UNCH    2 0
 SM0920
 SM0920.Superseded values are not recommended for survey control.
 SM0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0920.See file dsdata.txt to determine how the superseded data were derived.
 SM0920
 SM0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT581908(NAD 83)
 SM0920_MARKER: DB = BENCH MARK DISK
 SM0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0920_STAMPING: K 121 1934
 SM0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0920+STABILITY: SURFACE MOTION
 SM0920
 SM0920  HISTORY     - Date     Condition        Report By
 SM0920  HISTORY     - 1934     MONUMENTED       CGS
 SM0920  HISTORY     - 1960     GOOD             NGS
 SM0920
 SM0920                          STATION DESCRIPTION
 SM0920
 SM0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0920'1.9 MI W FROM HAMBERG.
 SM0920'1.9 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0920'HAMBERG, WELLS COUNTY, 45 FEET NORTHEAST OF THE POLE OPPOSITE MILEPOST
 SM0920'145, 65 FEET NORTH OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A
 SM0920'RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER THAN THE RAIL. A STANDARD
 SM0920'DISK, STAMPED K 121 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0920'THIS MARK WAS RECOVERED 45 FEET NORTHEAST OF THE POLE OPPOSITE
 SM0920'MILEPOST 145 AND IS 2 FEET SOUTH OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0011 ***********************************************************************
 SN0011  DESIGNATION -  K 122
 SN0011  PID         -  SN0011
 SN0011  STATE/COUNTY-  ND/MCHENRY
 SN0011  USGS QUAD   -  DRAKE (1958)
 SN0011
 SN0011                         *CURRENT SURVEY CONTROL
 SN0011  ___________________________________________________________________
 SN0011* NAD 83(1986)-  47 57 47.     (N)    100 16 19.     (W)     SCALED    
 SN0011* NAVD 88     -       491.665  (meters)    1613.07   (feet)  ADJUSTED  
 SN0011  ___________________________________________________________________
 SN0011  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 SN0011  DYNAMIC HT  -         491.739 (meters)    1613.31  (feet)  COMP
 SN0011  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 SN0011
 SN0011  VERT ORDER  -  SECOND    CLASS 0
 SN0011
 SN0011.The horizontal coordinates were scaled from a topographic map and have
 SN0011.an estimated accuracy of +/- 6 seconds.
 SN0011
 SN0011.The orthometric height was determined by differential leveling
 SN0011.and adjusted by the National Geodetic Survey in June 1991..
 SN0011
 SN0011.The geoid height was determined by GEOID03.
 SN0011
 SN0011.The dynamic height is computed by dividing the NAVD 88
 SN0011.geopotential number by the normal gravity value computed on the
 SN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0011.degrees latitude (g = 980.6199 gals.).
 SN0011
 SN0011.The modeled gravity was interpolated from observed gravity values.
 SN0011
 SN0011;                    North         East    Units  Estimated Accuracy
 SN0011;SPC ND N     -   107,100.      617,030.      MT  (+/- 180 meters Scaled)
 SN0011
 SN0011                          SUPERSEDED SURVEY CONTROL
 SN0011
 SN0011  NGVD 29 (??/??/92)  491.289  (m)         1611.84   (f) ADJ UNCH    2 0
 SN0011
 SN0011.Superseded values are not recommended for survey control.
 SN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0011.See file dsdata.txt to determine how the superseded data were derived.
 SN0011
 SN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU050129(NAD 83)
 SN0011_MARKER: DB = BENCH MARK DISK
 SN0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0011_SP_SET: ABUTMENT
 SN0011_STAMPING: K 122 1934
 SN0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0011
 SN0011  HISTORY     - Date     Condition        Report By
 SN0011  HISTORY     - 1934     MONUMENTED       CGS
 SN0011
 SN0011                          STATION DESCRIPTION
 SN0011
 SN0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0011'1.9 MI E FROM NORFOLK.
 SN0011'1.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0011'NORFOLK, MCHENRY COUNTY, 10 POLES WEST OF MILEPOST 181, AT UNDERPASS
 SN0011'181.2, IN THE NORTH END OF THE EAST CONCRETE ABUTMENT, 1.5 FEET LOWER
 SN0011'THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1078 ***********************************************************************
 TF1078  DESIGNATION -  K 123
 TF1078  PID         -  TF1078
 TF1078  STATE/COUNTY-  ND/WARD
 TF1078  USGS QUAD   -  SAWYER NE (1979)
 TF1078
 TF1078                         *CURRENT SURVEY CONTROL
 TF1078  ___________________________________________________________________
 TF1078* NAD 83(1986)-  48 12 13.     (N)    101 01 38.     (W)     SCALED    
 TF1078* NAVD 88     -       482.309  (meters)    1582.38   (feet)  ADJUSTED  
 TF1078  ___________________________________________________________________
 TF1078  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TF1078  DYNAMIC HT  -         482.397 (meters)    1582.66  (feet)  COMP
 TF1078  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 TF1078
 TF1078  VERT ORDER  -  SECOND    CLASS 0
 TF1078
 TF1078.The horizontal coordinates were scaled from a topographic map and have
 TF1078.an estimated accuracy of +/- 6 seconds.
 TF1078
 TF1078.The orthometric height was determined by differential leveling
 TF1078.and adjusted by the National Geodetic Survey in June 1991..
 TF1078
 TF1078.The geoid height was determined by GEOID03.
 TF1078
 TF1078.The dynamic height is computed by dividing the NAVD 88
 TF1078.geopotential number by the normal gravity value computed on the
 TF1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1078.degrees latitude (g = 980.6199 gals.).
 TF1078
 TF1078.The modeled gravity was interpolated from observed gravity values.
 TF1078
 TF1078;                    North         East    Units  Estimated Accuracy
 TF1078;SPC ND N     -   133,950.      560,810.      MT  (+/- 180 meters Scaled)
 TF1078
 TF1078                          SUPERSEDED SURVEY CONTROL
 TF1078
 TF1078  NGVD 29 (??/??/92)  481.936  (m)         1581.15   (f) ADJ UNCH    2 0
 TF1078
 TF1078.Superseded values are not recommended for survey control.
 TF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1078.See file dsdata.txt to determine how the superseded data were derived.
 TF1078
 TF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU493409(NAD 83)
 TF1078_MARKER: DB = BENCH MARK DISK
 TF1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1078_STAMPING: K 123 1934
 TF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1078+STABILITY: SURFACE MOTION
 TF1078
 TF1078  HISTORY     - Date     Condition        Report By
 TF1078  HISTORY     - 1934     MONUMENTED       CGS
 TF1078  HISTORY     - 1962     GOOD             NGS
 TF1078
 TF1078                          STATION DESCRIPTION
 TF1078
 TF1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1078'6 MI SE FROM SURREY.
 TF1078'6 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1078'SURREY, ABOUT 0.5 MILE SOUTHEAST OF A GRAVELED ROAD CROSSING, BETWEEN
 TF1078'THE SECOND AND THIRD POLES SOUTHEAST OF MILEPOST 220, 49.7 FEET
 TF1078'NORTHEAST OF THE NORTHEAST RAIL, 93 FEET SOUTHEAST OF A FENCE CORNER,
 TF1078'48.5 FEET EAST OF A TELEGRAPH POLE, 15 FEET SOUTHEAST OF A FENCE LINE,
 TF1078'10 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 TF1078'PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0583 ***********************************************************************
 TF0583  DESIGNATION -  K 124
 TF0583  PID         -  TF0583
 TF0583  STATE/COUNTY-  ND/BOTTINEAU
 TF0583  USGS QUAD   -  LANSFORD NE (1949)
 TF0583
 TF0583                         *CURRENT SURVEY CONTROL
 TF0583  ___________________________________________________________________
 TF0583* NAD 83(1986)-  48 37 43.     (N)    101 22 23.     (W)     SCALED    
 TF0583* NAVD 88     -       490.249  (meters)    1608.43   (feet)  ADJUSTED  
 TF0583  ___________________________________________________________________
 TF0583  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 TF0583  DYNAMIC HT  -         490.350 (meters)    1608.76  (feet)  COMP
 TF0583  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TF0583
 TF0583  VERT ORDER  -  SECOND    CLASS 0
 TF0583
 TF0583.The horizontal coordinates were scaled from a topographic map and have
 TF0583.an estimated accuracy of +/- 6 seconds.
 TF0583
 TF0583.The orthometric height was determined by differential leveling
 TF0583.and adjusted by the National Geodetic Survey in June 1991..
 TF0583
 TF0583.The geoid height was determined by GEOID03.
 TF0583
 TF0583.The dynamic height is computed by dividing the NAVD 88
 TF0583.geopotential number by the normal gravity value computed on the
 TF0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0583.degrees latitude (g = 980.6199 gals.).
 TF0583
 TF0583.The modeled gravity was interpolated from observed gravity values.
 TF0583
 TF0583;                    North         East    Units  Estimated Accuracy
 TF0583;SPC ND N     -   181,440.      535,650.      MT  (+/- 180 meters Scaled)
 TF0583
 TF0583                          SUPERSEDED SURVEY CONTROL
 TF0583
 TF0583  NGVD 29 (??/??/92)  489.911  (m)         1607.32   (f) ADJ UNCH    2 0
 TF0583
 TF0583.Superseded values are not recommended for survey control.
 TF0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0583.See file dsdata.txt to determine how the superseded data were derived.
 TF0583
 TF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU251888(NAD 83)
 TF0583_MARKER: DB = BENCH MARK DISK
 TF0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0583_STAMPING: K 124 1934
 TF0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0583+STABILITY: SURFACE MOTION
 TF0583
 TF0583  HISTORY     - Date     Condition        Report By
 TF0583  HISTORY     - 1934     MONUMENTED       CGS
 TF0583  HISTORY     - 1945     GOOD             NGS
 TF0583
 TF0583                          STATION DESCRIPTION
 TF0583
 TF0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 TF0583'IN LANSFORD.
 TF0583'AT LANSFORD, BOTTINEAU COUNTY, ON THE GREAT NORTHERN RAILWAY, 9 POLES
 TF0583'SOUTHEAST OF THE STATION, 6 POLES SOUTHEAST OF MILEPOST 35, 33 FEET
 TF0583'SOUTH OF THE CENTERLINE OF EAST MAIN STREET, 39 FEET NORTHEAST OF THE
 TF0583'CENTERLINE OF THE TRACK, 7 FEET SOUTHEAST OF A POLE, AND ABOUT LEVEL
 TF0583'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 124 1934 AND SET
 TF0583'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0832 ***********************************************************************
 SM0832  DESIGNATION -  K 125
 SM0832  PID         -  SM0832
 SM0832  STATE/COUNTY-  ND/KIDDER
 SM0832  USGS QUAD   -  WOODWORTH NW (1972)
 SM0832
 SM0832                         *CURRENT SURVEY CONTROL
 SM0832  ___________________________________________________________________
 SM0832* NAD 83(1986)-  47 08 00.     (N)    099 29 23.     (W)     SCALED    
 SM0832* NAVD 88     -       558.835  (meters)    1833.44   (feet)  ADJUSTED  
 SM0832  ___________________________________________________________________
 SM0832  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 SM0832  DYNAMIC HT  -         558.863 (meters)    1833.54  (feet)  COMP
 SM0832  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 SM0832
 SM0832  VERT ORDER  -  SECOND    CLASS 0
 SM0832
 SM0832.The horizontal coordinates were scaled from a topographic map and have
 SM0832.an estimated accuracy of +/- 6 seconds.
 SM0832
 SM0832.The orthometric height was determined by differential leveling
 SM0832.and adjusted by the National Geodetic Survey in June 1991..
 SM0832
 SM0832.The geoid height was determined by GEOID03.
 SM0832
 SM0832.The dynamic height is computed by dividing the NAVD 88
 SM0832.geopotential number by the normal gravity value computed on the
 SM0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0832.degrees latitude (g = 980.6199 gals.).
 SM0832
 SM0832.The modeled gravity was interpolated from observed gravity values.
 SM0832
 SM0832;                    North         East    Units  Estimated Accuracy
 SM0832;SPC ND S     -   163,530.      676,640.      MT  (+/- 180 meters Scaled)
 SM0832
 SM0832                          SUPERSEDED SURVEY CONTROL
 SM0832
 SM0832  NGVD 29 (??/??/92)  558.422  (m)         1832.09   (f) ADJ UNCH    2 0
 SM0832
 SM0832.Superseded values are not recommended for survey control.
 SM0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0832.See file dsdata.txt to determine how the superseded data were derived.
 SM0832
 SM0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT628200(NAD 83)
 SM0832_MARKER: DB = BENCH MARK DISK
 SM0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0832_STAMPING: K 125 1934
 SM0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0832+STABILITY: SURFACE MOTION
 SM0832
 SM0832  HISTORY     - Date     Condition        Report By
 SM0832  HISTORY     - 1934     MONUMENTED       CGS
 SM0832  HISTORY     - 1957     MARK NOT FOUND   NGS
 SM0832
 SM0832                          STATION DESCRIPTION
 SM0832
 SM0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SM0832'1.9 MI E FROM PETTIBONE.
 SM0832'1.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0832'PETTIBONE, KIDDER COUNTY, AT MILEPOST 30, ABOUT 110 FEET WEST OF A
 SM0832'PRIVATE CROSSING, 36 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 7
 SM0832'FEET NORTHEAST OF A POLE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL. A
 SM0832'STANDARD DISK, STAMPED K 125 1934 AND SET IN THE TOP OF A CONCRETE
 SM0832'POST.  NOTE-- IF MARK HAS NOT BEEN DESTROYED, IT IS BELOW THE SURFACE
 SM0832'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0093 ***********************************************************************
 SN0093  DESIGNATION -  K 126
 SN0093  PID         -  SN0093
 SN0093  STATE/COUNTY-  ND/BURLEIGH
 SN0093  USGS QUAD   -  WING (1979)
 SN0093
 SN0093                         *CURRENT SURVEY CONTROL
 SN0093  ___________________________________________________________________
 SN0093* NAD 83(1986)-  47 09 13.     (N)    100 22 24.     (W)     SCALED    
 SN0093* NAVD 88     -       623.996  (meters)    2047.23   (feet)  ADJUSTED  
 SN0093  ___________________________________________________________________
 SN0093  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 SN0093  DYNAMIC HT  -         624.015 (meters)    2047.29  (feet)  COMP
 SN0093  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 SN0093
 SN0093  VERT ORDER  -  SECOND    CLASS 0
 SN0093
 SN0093.The horizontal coordinates were scaled from a topographic map and have
 SN0093.an estimated accuracy of +/- 6 seconds.
 SN0093
 SN0093.The orthometric height was determined by differential leveling
 SN0093.and adjusted by the National Geodetic Survey in June 1991..
 SN0093
 SN0093.The geoid height was determined by GEOID03.
 SN0093
 SN0093.The dynamic height is computed by dividing the NAVD 88
 SN0093.geopotential number by the normal gravity value computed on the
 SN0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0093.degrees latitude (g = 980.6199 gals.).
 SN0093
 SN0093.The modeled gravity was interpolated from observed gravity values.
 SN0093
 SN0093;                    North         East    Units  Estimated Accuracy
 SN0093;SPC ND S     -   165,290.      609,610.      MT  (+/- 180 meters Scaled)
 SN0093
 SN0093                          SUPERSEDED SURVEY CONTROL
 SN0093
 SN0093  NGVD 29 (??/??/92)  623.564  (m)         2045.81   (f) ADJ UNCH    2 0
 SN0093
 SN0093.Superseded values are not recommended for survey control.
 SN0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0093.See file dsdata.txt to determine how the superseded data were derived.
 SN0093
 SN0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT958231(NAD 83)
 SN0093_MARKER: DB = BENCH MARK DISK
 SN0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0093_STAMPING: K 126 1934
 SN0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0093+STABILITY: SURFACE MOTION
 SN0093
 SN0093  HISTORY     - Date     Condition        Report By
 SN0093  HISTORY     - 1934     MONUMENTED       CGS
 SN0093  HISTORY     - 1957     MARK NOT FOUND   NGS
 SN0093
 SN0093                          STATION DESCRIPTION
 SN0093
 SN0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0093'4.5 MI W FROM WING.
 SN0093'4.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0093'WING, BURLEIGH COUNTY, 5-1/4 POLES WEST OF MILEPOST 72, 25 FEET EAST
 SN0093'OF A PRIVATE-ROAD CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF THE
 SN0093'TRACK, 60 FEET WEST OF A POLE, 3 FEET LOWER THAN THE RAIL, AND SET IN
 SN0093'THE TOP OF A CONCRETE POST.  NOTE-- GRADING HAS BEEN DONE AT LOCATION
 SN0093'AND GROUND IS ABOUT 7 FEET LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0123 ***********************************************************************
 RR0123  DESIGNATION -  K 128 RESET
 RR0123  PID         -  RR0123
 RR0123  STATE/COUNTY-  ND/SIOUX
 RR0123  USGS QUAD   -  CANNON BALL SW (1968)
 RR0123
 RR0123                         *CURRENT SURVEY CONTROL
 RR0123  ___________________________________________________________________
 RR0123* NAD 83(1986)-  46 22 19.     (N)    100 37 55.     (W)     SCALED    
 RR0123* NAVD 88     -       532.88   (+/-2cm)    1748.3    (feet)  VERTCON   
 RR0123  ___________________________________________________________________
 RR0123  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0123
 RR0123  VERT ORDER  -  THIRD (See Below)
 RR0123
 RR0123.The horizontal coordinates were scaled from a topographic map and have
 RR0123.an estimated accuracy of +/- 6 seconds.
 RR0123
 RR0123.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0123.The vertical order pertains to the NGVD 29 superseded value.
 RR0123
 RR0123.The geoid height was determined by GEOID03.
 RR0123
 RR0123;                    North         East    Units  Estimated Accuracy
 RR0123;SPC ND S     -    78,410.      589,850.      MT  (+/- 180 meters Scaled)
 RR0123
 RR0123                          SUPERSEDED SURVEY CONTROL
 RR0123
 RR0123  NGVD 29 (11/04/04)  532.48   (m)         1747.0    (f) RESET       3  
 RR0123
 RR0123.Superseded values are not recommended for survey control.
 RR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0123.See file dsdata.txt to determine how the superseded data were derived.
 RR0123
 RR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS744366(NAD 83)
 RR0123_MARKER: DB = BENCH MARK DISK
 RR0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0123_STAMPING: K 128 RESET 1969
 RR0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0123+STABILITY: SURFACE MOTION
 RR0123
 RR0123  HISTORY     - Date     Condition        Report By
 RR0123  HISTORY     - 1969     MONUMENTED       NDHD
 RR0123
 RR0123                          STATION DESCRIPTION
 RR0123
 RR0123'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969
 RR0123'4.4 MI SW FROM CANNON BALL.
 RR0123'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0123'RAILWAY FROM THE STATION AT CANNON BALL, ABOUT 8.2 MILES EAST ALONG
 RR0123'STATE HIGHWAY 24 FROM THE WORLD WAR II MEMORIAL MONUMENT AND FLAG POLE
 RR0123'IN SOLEN, 108 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, OF THE
 RR0123'HIGHWAY, 390 FEET WEST AND 108 FEET NORTH OF THE INTERSECTION AT WHICH
 RR0123'STATE HIGHWAY TURN SOUTH, 2 FEET SOUTH OF A CONCRETE HIGHWAY
 RR0123'RIGHT-OF-WAY MARKER, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0175 ***********************************************************************
 RR0175  DESIGNATION -  K 129
 RR0175  PID         -  RR0175
 RR0175  STATE/COUNTY-  ND/SIOUX
 RR0175  USGS QUAD   -  SELFRIDGE (1971)
 RR0175
 RR0175                         *CURRENT SURVEY CONTROL
 RR0175  ___________________________________________________________________
 RR0175* NAD 83(1986)-  46 02 28.     (N)    100 55 30.     (W)     SCALED    
 RR0175* NAVD 88     -       666.009  (meters)    2185.06   (feet)  ADJUSTED  
 RR0175  ___________________________________________________________________
 RR0175  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RR0175  DYNAMIC HT  -         665.960 (meters)    2184.90  (feet)  COMP
 RR0175  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 RR0175
 RR0175  VERT ORDER  -  SECOND    CLASS 0
 RR0175
 RR0175.The horizontal coordinates were scaled from a topographic map and have
 RR0175.an estimated accuracy of +/- 6 seconds.
 RR0175
 RR0175.The orthometric height was determined by differential leveling
 RR0175.and adjusted by the National Geodetic Survey in June 1991..
 RR0175
 RR0175.The geoid height was determined by GEOID03.
 RR0175
 RR0175.The dynamic height is computed by dividing the NAVD 88
 RR0175.geopotential number by the normal gravity value computed on the
 RR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0175.degrees latitude (g = 980.6199 gals.).
 RR0175
 RR0175.The modeled gravity was interpolated from observed gravity values.
 RR0175
 RR0175;                    North         East    Units  Estimated Accuracy
 RR0175;SPC ND S     -    41,710.      567,100.      MT  (+/- 180 meters Scaled)
 RR0175
 RR0175                          SUPERSEDED SURVEY CONTROL
 RR0175
 RR0175  NGVD 29 (??/??/92)  665.585  (m)         2183.67   (f) ADJ UNCH    2 0
 RR0175
 RR0175.Superseded values are not recommended for survey control.
 RR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0175.See file dsdata.txt to determine how the superseded data were derived.
 RR0175
 RR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS510004(NAD 83)
 RR0175_MARKER: DB = BENCH MARK DISK
 RR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0175_STAMPING: K 129 1934
 RR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0175+STABILITY: SURFACE MOTION
 RR0175
 RR0175  HISTORY     - Date     Condition        Report By
 RR0175  HISTORY     - 1934     MONUMENTED       CGS
 RR0175  HISTORY     - 1958     GOOD             NGS
 RR0175
 RR0175                          STATION DESCRIPTION
 RR0175
 RR0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RR0175'IN SELFRIDGE.
 RR0175'AT SELFRIDGE, SIOUX COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RR0175'PACIFIC RAILROAD, ABOUT 180 FEET SOUTH OF THE STATION, AT THE CROSSING
 RR0175'OF THE MAIN STREET, 57 FEET SOUTH OF THE CENTERLINE OF THE STREET, 21
 RR0175'FEET EAST OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A
 RR0175'RIGHT-OF-WAY FENCE CORNER, NEAR A WHITE WOODEN WITNESS POST, AND ABOUT
 RR0175'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED K 129 1934 AND SET IN
 RR0175'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1066 ***********************************************************************
 TF1066  DESIGNATION -  K 13
 TF1066  PID         -  TF1066
 TF1066  STATE/COUNTY-  ND/WARD
 TF1066  USGS QUAD   -  MINOT (1979)
 TF1066
 TF1066                         *CURRENT SURVEY CONTROL
 TF1066  ___________________________________________________________________
 TF1066* NAD 83(1986)-  48 10 57.     (N)    101 17 47.     (W)     SCALED    
 TF1066* NAVD 88     -       539.644  (meters)    1770.48   (feet)  ADJUSTED  
 TF1066  ___________________________________________________________________
 TF1066  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TF1066  DYNAMIC HT  -         539.730 (meters)    1770.76  (feet)  COMP
 TF1066  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 TF1066
 TF1066  VERT ORDER  -  FIRST     CLASS II
 TF1066
 TF1066.The horizontal coordinates were scaled from a topographic map and have
 TF1066.an estimated accuracy of +/- 6 seconds.
 TF1066
 TF1066.The orthometric height was determined by differential leveling
 TF1066.and adjusted by the National Geodetic Survey in June 1991..
 TF1066
 TF1066.The geoid height was determined by GEOID03.
 TF1066
 TF1066.The dynamic height is computed by dividing the NAVD 88
 TF1066.geopotential number by the normal gravity value computed on the
 TF1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1066.degrees latitude (g = 980.6199 gals.).
 TF1066
 TF1066.The modeled gravity was interpolated from observed gravity values.
 TF1066
 TF1066;                    North         East    Units  Estimated Accuracy
 TF1066;SPC ND N     -   131,780.      540,780.      MT  (+/- 180 meters Scaled)
 TF1066
 TF1066                          SUPERSEDED SURVEY CONTROL
 TF1066
 TF1066  NGVD 29 (??/??/92)  539.274  (m)         1769.27   (f) ADJ UNCH    1 2
 TF1066
 TF1066.Superseded values are not recommended for survey control.
 TF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1066.See file dsdata.txt to determine how the superseded data were derived.
 TF1066
 TF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293391(NAD 83)
 TF1066_MARKER: DB = BENCH MARK DISK
 TF1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1066_STAMPING: 1769.163 K 13 1927
 TF1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1066+STABILITY: SURFACE MOTION
 TF1066
 TF1066  HISTORY     - Date     Condition        Report By
 TF1066  HISTORY     - 1927     MONUMENTED       CGS
 TF1066  HISTORY     - 1962     GOOD             NGS
 TF1066
 TF1066                          STATION DESCRIPTION
 TF1066
 TF1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1066'3.4 MI S FROM MINOT.
 TF1066'3.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1066'ABOUT 220 YARDS NORTH OF THE JUNCTION OF A DRIVE WEST TO THE STATE
 TF1066'AGRICULTURE EXPERIMENT STATION, AT A GRADED ROAD INTERSECTION, 98 FEET
 TF1066'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL FRAME SCHOOL HOUSE, 75
 TF1066'FEET SOUTHWEST OF THE CENTERLINE OF A INTERSECTION, 39 FEET WEST OF
 TF1066'THE CENTERLINE OF THE HIGHWAY, 37 FEET SOUTH OF THE CENTERLINE OF THE
 TF1066'ROAD, 23.5 FEET EAST OF A TELEPHONE POLE, ABOUT 2.5 FEET BELOW THE
 TF1066'HIGHWAY, A CONCRETE POST WHICH IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1067 ***********************************************************************
 TF1067  DESIGNATION -  K 13 RESET
 TF1067  PID         -  TF1067
 TF1067  STATE/COUNTY-  ND/WARD
 TF1067  USGS QUAD   -  MINOT (1979)
 TF1067
 TF1067                         *CURRENT SURVEY CONTROL
 TF1067  ___________________________________________________________________
 TF1067* NAD 83(1986)-  48 10 57.     (N)    101 17 47.     (W)     SCALED    
 TF1067* NAVD 88     -       539.631  (meters)    1770.44   (feet)  ADJUSTED  
 TF1067  ___________________________________________________________________
 TF1067  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 TF1067  DYNAMIC HT  -         539.716 (meters)    1770.72  (feet)  COMP
 TF1067  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 TF1067
 TF1067  VERT ORDER  -  FIRST     CLASS II
 TF1067
 TF1067.The horizontal coordinates were scaled from a topographic map and have
 TF1067.an estimated accuracy of +/- 6 seconds.
 TF1067
 TF1067.The orthometric height was determined by differential leveling
 TF1067.and adjusted by the National Geodetic Survey in June 1991..
 TF1067
 TF1067.The geoid height was determined by GEOID03.
 TF1067
 TF1067.The dynamic height is computed by dividing the NAVD 88
 TF1067.geopotential number by the normal gravity value computed on the
 TF1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1067.degrees latitude (g = 980.6199 gals.).
 TF1067
 TF1067.The modeled gravity was interpolated from observed gravity values.
 TF1067
 TF1067;                    North         East    Units  Estimated Accuracy
 TF1067;SPC ND N     -   131,780.      540,780.      MT  (+/- 180 meters Scaled)
 TF1067
 TF1067                          SUPERSEDED SURVEY CONTROL
 TF1067
 TF1067.No superseded survey control is available for this station.
 TF1067
 TF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293391(NAD 83)
 TF1067_MARKER: DB = BENCH MARK DISK
 TF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1067_STAMPING: K 13 RESET 1964
 TF1067_MARK LOGO: CGS   
 TF1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1067+STABILITY: SURFACE MOTION
 TF1067
 TF1067  HISTORY     - Date     Condition        Report By
 TF1067  HISTORY     - 1964     MONUMENTED       CGS
 TF1067  HISTORY     - 1982     GOOD             NGS
 TF1067
 TF1067                          STATION DESCRIPTION
 TF1067
 TF1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1067'3.4 MI S FROM MINOT.
 TF1067'ABOUT 3.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1067'MINOT, WARD COUNTY, IN THE NORTHWEST ANGLE OF CROSSROADS, ABOUT 200
 TF1067'FEET WEST OF THE CENTERLINE OF DUAL HIGHWAY, 33 FEET NORTH OF THE
 TF1067'CENTERLINE OF THE EAST-WEST ROAD, 2 FEET EAST OF A TELEPHONE POLE AND
 TF1067'2 FEET NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 TF1067'POST PROJECTING ABOUT 3 INCHES.
 TF1067
 TF1067                          STATION RECOVERY (1982)
 TF1067
 TF1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1067'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 TF1067'0.2 KM (0.1 MI) NORTH OF MILEPOST 197, DELETE 2 FT EAST OF A TELEPHONE
 TF1067'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0378 ***********************************************************************
 RR0378  DESIGNATION -  K 130
 RR0378  PID         -  RR0378
 RR0378  STATE/COUNTY-  ND/MORTON
 RR0378  USGS QUAD   -  FLASHER (1980)
 RR0378
 RR0378                         *CURRENT SURVEY CONTROL
 RR0378  ___________________________________________________________________
 RR0378* NAD 83(1986)-  46 25 53.     (N)    101 11 53.     (W)     SCALED    
 RR0378* NAVD 88     -       570.979  (meters)    1873.29   (feet)  ADJUSTED  
 RR0378  ___________________________________________________________________
 RR0378  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 RR0378  DYNAMIC HT  -         570.963 (meters)    1873.23  (feet)  COMP
 RR0378  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 RR0378
 RR0378  VERT ORDER  -  SECOND    CLASS 0
 RR0378
 RR0378.The horizontal coordinates were scaled from a topographic map and have
 RR0378.an estimated accuracy of +/- 6 seconds.
 RR0378
 RR0378.The orthometric height was determined by differential leveling
 RR0378.and adjusted by the National Geodetic Survey in June 1991..
 RR0378
 RR0378.The geoid height was determined by GEOID03.
 RR0378
 RR0378.The dynamic height is computed by dividing the NAVD 88
 RR0378.geopotential number by the normal gravity value computed on the
 RR0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0378.degrees latitude (g = 980.6199 gals.).
 RR0378
 RR0378.The modeled gravity was interpolated from observed gravity values.
 RR0378
 RR0378;                    North         East    Units  Estimated Accuracy
 RR0378;SPC ND S     -    85,240.      546,350.      MT  (+/- 180 meters Scaled)
 RR0378
 RR0378                          SUPERSEDED SURVEY CONTROL
 RR0378
 RR0378  NGVD 29 (??/??/92)  570.525  (m)         1871.80   (f) ADJ UNCH    2 0
 RR0378
 RR0378.Superseded values are not recommended for survey control.
 RR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0378.See file dsdata.txt to determine how the superseded data were derived.
 RR0378
 RR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS311443(NAD 83)
 RR0378_MARKER: DB = BENCH MARK DISK
 RR0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0378_STAMPING: 1871.761 K-130-1934
 RR0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0378+STABILITY: SURFACE MOTION
 RR0378
 RR0378  HISTORY     - Date     Condition        Report By
 RR0378  HISTORY     - 1934     MONUMENTED       CGS
 RR0378  HISTORY     - 1975     GOOD             USGS
 RR0378
 RR0378                          STATION DESCRIPTION
 RR0378
 RR0378'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0378'2.3 MI E FROM FLASHER.
 RR0378'2.3 MILES EAST ALONG DISMANTLED RAILROAD FROM FLASHER.  450 FT.
 RR0378'NORTHEAST AND 3.0 FT. HIGHER THAN CENTERLINE OF COUNTY ROAD AND
 RR0378'BRIDGE, 127 FT. NORTHWEST OF GRADE CROSSING AT DISMANTLED RAILROAD AND
 RR0378'FIELD ROAD, 46 FT. SOUTHWEST OF OLD RAILROAD GRADE, 0.6 FT. SOUTHWEST
 RR0378'OF RIGHT-OF-WAY FENCE, SET IN THE TOP  OF A CONCRETE POST PROJECTING
 RR0378'0.1 FT. ABOVE GROUND, A STANDARD DISK STAMPED 1871.761, K-130, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0099 ***********************************************************************
 RS0099  DESIGNATION -  K 14
 RS0099  PID         -  RS0099
 RS0099  STATE/COUNTY-  ND/STARK
 RS0099  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0099
 RS0099                         *CURRENT SURVEY CONTROL
 RS0099  ___________________________________________________________________
 RS0099* NAD 83(1986)-  46 52 47.     (N)    102 47 07.     (W)     SCALED    
 RS0099* NAVD 88     -       736.938  (meters)    2417.77   (feet)  ADJUSTED  
 RS0099  ___________________________________________________________________
 RS0099  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RS0099  DYNAMIC HT  -         736.940 (meters)    2417.78  (feet)  COMP
 RS0099  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 RS0099
 RS0099  VERT ORDER  -  FIRST     CLASS II
 RS0099
 RS0099.The horizontal coordinates were scaled from a topographic map and have
 RS0099.an estimated accuracy of +/- 6 seconds.
 RS0099
 RS0099.The orthometric height was determined by differential leveling
 RS0099.and adjusted by the National Geodetic Survey in June 1991..
 RS0099.WARNING-Repeat measurements at this control monument indicate possible
 RS0099.vertical movement.
 RS0099
 RS0099.The geoid height was determined by GEOID03.
 RS0099
 RS0099.The dynamic height is computed by dividing the NAVD 88
 RS0099.geopotential number by the normal gravity value computed on the
 RS0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0099.degrees latitude (g = 980.6199 gals.).
 RS0099
 RS0099.The modeled gravity was interpolated from observed gravity values.
 RS0099
 RS0099;                    North         East    Units  Estimated Accuracy
 RS0099;SPC ND S     -   137,370.      425,840.      MT  (+/- 180 meters Scaled)
 RS0099
 RS0099                          SUPERSEDED SURVEY CONTROL
 RS0099
 RS0099  NGVD 29 (??/??/92)  736.397  (m)         2416.00   (f) ADJ UNCH    1 2
 RS0099
 RS0099.Superseded values are not recommended for survey control.
 RS0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0099.See file dsdata.txt to determine how the superseded data were derived.
 RS0099
 RS0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM687941(NAD 83)
 RS0099_MARKER: DB = BENCH MARK DISK
 RS0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0099_SP_SET: BUILDING
 RS0099_STAMPING: K 14 1931 2416.019
 RS0099_MARK LOGO: CGS   
 RS0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0099
 RS0099  HISTORY     - Date     Condition        Report By
 RS0099  HISTORY     - 1931     MONUMENTED       CGS
 RS0099  HISTORY     - 1942     GOOD             NGS
 RS0099  HISTORY     - 1982     GOOD             NGS
 RS0099
 RS0099                          STATION DESCRIPTION
 RS0099
 RS0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 RS0099'IN DICKINSON.
 RS0099'AT DICKINSON, STARK COUNTY, AT THE INTERSECTION OF SIMS AND FIRST
 RS0099'STREET EAST, IN THE SOUTH WALL OF THE POST-OFFICE BUILDING, NEAR THE
 RS0099'SOUTHWEST CORNER, AND 3 FEET ABOVE THE CORNER STONE.  A STANDARD DISK,
 RS0099'STAMPED 2416.019 K 14 1931 AND SET VERTICALLY.
 RS0099
 RS0099                          STATION RECOVERY (1982)
 RS0099
 RS0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0099'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RS0099'IN DICKINSON, AT THE INTERSECTION OF SIMS STREET AND FIRST STREET
 RS0099'EAST, SET VERTICALLY IN THE SOUTH FACE OF THE POST OFFICE BUILDING,
 RS0099'15.7 METERS (51.5 FT) NORTH OF THE CENTER OF FIRST STREET EAST, 15.6
 RS0099'METERS (51.2 FT) EAST OF THE CENTER OF SIMS STREET AND 0.7 METER (2.3
 RS0099'FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 RS0099'THE MARK IS 1.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0407 ***********************************************************************
 RR0407  DESIGNATION -  K 15
 RR0407  PID         -  RR0407
 RR0407  STATE/COUNTY-  ND/MORTON
 RR0407  USGS QUAD   -  NORTH ALMONT (1980)
 RR0407
 RR0407                         *CURRENT SURVEY CONTROL
 RR0407  ___________________________________________________________________
 RR0407* NAD 83(1986)-  46 46 22.     (N)    101 35 10.     (W)     SCALED    
 RR0407* NAVD 88     -       598.359  (meters)    1963.12   (feet)  ADJUSTED  
 RR0407  ___________________________________________________________________
 RR0407  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 RR0407  DYNAMIC HT  -         598.354 (meters)    1963.10  (feet)  COMP
 RR0407  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 RR0407
 RR0407  VERT ORDER  -  FIRST     CLASS II
 RR0407
 RR0407.The horizontal coordinates were scaled from a topographic map and have
 RR0407.an estimated accuracy of +/- 6 seconds.
 RR0407
 RR0407.The orthometric height was determined by differential leveling
 RR0407.and adjusted by the National Geodetic Survey in June 1991..
 RR0407
 RR0407.The geoid height was determined by GEOID03.
 RR0407
 RR0407.The dynamic height is computed by dividing the NAVD 88
 RR0407.geopotential number by the normal gravity value computed on the
 RR0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0407.degrees latitude (g = 980.6199 gals.).
 RR0407
 RR0407.The modeled gravity was interpolated from observed gravity values.
 RR0407
 RR0407;                    North         East    Units  Estimated Accuracy
 RR0407;SPC ND S     -   123,530.      517,050.      MT  (+/- 180 meters Scaled)
 RR0407
 RR0407                          SUPERSEDED SURVEY CONTROL
 RR0407
 RR0407  NGVD 29 (??/??/92)  597.923  (m)         1961.69   (f) ADJ UNCH    1 2
 RR0407
 RR0407.Superseded values are not recommended for survey control.
 RR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0407.See file dsdata.txt to determine how the superseded data were derived.
 RR0407
 RR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS025831(NAD 83)
 RR0407_MARKER: DB = BENCH MARK DISK
 RR0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0407_STAMPING: K 15 1931 1961.686
 RR0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0407+STABILITY: SURFACE MOTION
 RR0407
 RR0407  HISTORY     - Date     Condition        Report By
 RR0407  HISTORY     - 1931     MONUMENTED       CGS
 RR0407  HISTORY     - 1956     GOOD             NGS
 RR0407  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0407
 RR0407                          STATION DESCRIPTION
 RR0407
 RR0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0407'5 MI NW FROM ALMONT.
 RR0407'5 MILES NW OF ALMONT, MORTON COUNTY, ON THE OLD LOCATION OF THE
 RR0407'NORTHERN PACIFIC RAILWAY, ABOUT 1/2 MILE SOUTHEAST OF CURLEW, 131 1/2
 RR0407'FEET NORTHEAST OF THE NORTH RAIL, 111 1/2 FEET EAST OF THE FIRST POLE
 RR0407'NORTHWEST OF MILEPOST 45 AND 92 FEET NORTH OF THE FIRST POLE NORTHEAST
 RR0407'OF THE MILEPOST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 RR0407'AND STAMPED K 15 1931 1961.686.  PROJECTS ONE INCH ABOVE THE GROUND.
 RR0407'NOTE-- MARK RECOVERED ON RIGHT OF WAY OF PUBLIC ROAD, ON SOUTHWEST
 RR0407'SIDE OF THE ROAD, 3 FEET NORTHEAST OF RIGHT OF WAY FENCE AND ABOUT 0.4
 RR0407'MILE SOUTHEAST OF POINT WHERE ROAD TURNS ACROSS THE OLD RAILROAD
 RR0407'GRADE.
 RR0407
 RR0407                          STATION RECOVERY (1982)
 RR0407
 RR0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0383 ***********************************************************************
 RQ0383  DESIGNATION -  K 16
 RQ0383  PID         -  RQ0383
 RQ0383  STATE/COUNTY-  ND/KIDDER
 RQ0383  USGS QUAD   -  STEELE (1975)
 RQ0383
 RQ0383                         *CURRENT SURVEY CONTROL
 RQ0383  ___________________________________________________________________
 RQ0383* NAD 83(1986)-  46 51 19.     (N)    099 54 55.     (W)     SCALED    
 RQ0383* NAVD 88     -       569.533  (meters)    1868.54   (feet)  ADJUSTED  
 RQ0383  ___________________________________________________________________
 RQ0383  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 RQ0383  DYNAMIC HT  -         569.546 (meters)    1868.59  (feet)  COMP
 RQ0383  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 RQ0383
 RQ0383  VERT ORDER  -  FIRST     CLASS II
 RQ0383
 RQ0383.The horizontal coordinates were scaled from a topographic map and have
 RQ0383.an estimated accuracy of +/- 6 seconds.
 RQ0383
 RQ0383.The orthometric height was determined by differential leveling
 RQ0383.and adjusted by the National Geodetic Survey in June 1991..
 RQ0383.WARNING-Repeat measurements at this control monument indicate possible
 RQ0383.vertical movement.
 RQ0383
 RQ0383.The geoid height was determined by GEOID03.
 RQ0383
 RQ0383.The dynamic height is computed by dividing the NAVD 88
 RQ0383.geopotential number by the normal gravity value computed on the
 RQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0383.degrees latitude (g = 980.6199 gals.).
 RQ0383
 RQ0383.The modeled gravity was interpolated from observed gravity values.
 RQ0383
 RQ0383;                    North         East    Units  Estimated Accuracy
 RQ0383;SPC ND S     -   132,290.      644,590.      MT  (+/- 180 meters Scaled)
 RQ0383
 RQ0383                          SUPERSEDED SURVEY CONTROL
 RQ0383
 RQ0383  NGVD 29 (??/??/92)  569.128  (m)         1867.21   (f) ADJ UNCH    1 2
 RQ0383
 RQ0383.Superseded values are not recommended for survey control.
 RQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0383.See file dsdata.txt to determine how the superseded data were derived.
 RQ0383
 RQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS302894(NAD 83)
 RQ0383_MARKER: DB = BENCH MARK DISK
 RQ0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0383_SP_SET: PLATFORM
 RQ0383_STAMPING: 1867.214 K 16 1931
 RQ0383_MARK LOGO: CGS   
 RQ0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0383
 RQ0383  HISTORY     - Date     Condition        Report By
 RQ0383  HISTORY     - 1931     MONUMENTED       CGS
 RQ0383  HISTORY     - 1957     GOOD             NGS
 RQ0383  HISTORY     - 1982     GOOD             NGS
 RQ0383  HISTORY     - 20010823 MARK NOT FOUND   NDWC
 RQ0383
 RQ0383                          STATION DESCRIPTION
 RQ0383
 RQ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0383'IN STEELE.
 RQ0383'AT STEELE, KIDDER COUNTY, AT THE NORTHERN PACIFIC RAILWAY STATION, IN
 RQ0383'THE NORTH WALL, 9 FEET EAST OF THE WEST END OF THE BUILDING, AND ABOUT
 RQ0383'5 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED 1867.214 K 16
 RQ0383'1931 AND SET VERTICALLY.
 RQ0383
 RQ0383                          STATION RECOVERY (1982)
 RQ0383
 RQ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0383'RECOVERED IN GOOD CONDITION.
 RQ0383
 RQ0383                          STATION RECOVERY (2001)
 RQ0383
 RQ0383'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 RQ0383'THE MARK IS DESTROYED. THE RAILROAD STATION IS NO LONGER THERE. IT HAS
 RQ0383'BEEN TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0404 ***********************************************************************
 TD0404  DESIGNATION -  K 17 RESET
 TD0404  PID         -  TD0404
 TD0404  STATE/COUNTY-  ND/WALSH
 TD0404  USGS QUAD   -  NASH (1963)
 TD0404
 TD0404                         *CURRENT SURVEY CONTROL
 TD0404  ___________________________________________________________________
 TD0404* NAD 83(1986)-  48 29 58.     (N)    097 37 24.     (W)     SCALED    
 TD0404* NAVD 88     -       271.37   (+/-2cm)     890.3    (feet)  VERTCON   
 TD0404  ___________________________________________________________________
 TD0404  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 TD0404
 TD0404  VERT ORDER  -  THIRD (See Below)
 TD0404
 TD0404.The horizontal coordinates were scaled from a topographic map and have
 TD0404.an estimated accuracy of +/- 6 seconds.
 TD0404
 TD0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0404.The vertical order pertains to the NGVD 29 superseded value.
 TD0404
 TD0404.The geoid height was determined by GEOID03.
 TD0404
 TD0404;                    North         East    Units  Estimated Accuracy
 TD0404;SPC ND N     -   170,680.      812,540.      MT  (+/- 180 meters Scaled)
 TD0404
 TD0404                          SUPERSEDED SURVEY CONTROL
 TD0404
 TD0404  NGVD 29 (??/??/??)  271.02   (m)          889.2    (f) RESET       3  
 TD0404
 TD0404.Superseded values are not recommended for survey control.
 TD0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0404.See file dsdata.txt to determine how the superseded data were derived.
 TD0404
 TD0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU016727(NAD 83)
 TD0404_MARKER: DD = SURVEY DISK
 TD0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0404_STAMPING: TT K 17 RESET 1951
 TD0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0404+STABILITY: SURFACE MOTION
 TD0404
 TD0404  HISTORY     - Date     Condition        Report By
 TD0404  HISTORY     - 1951     MONUMENTED       NDHD
 TD0404
 TD0404                          STATION DESCRIPTION
 TD0404
 TD0404'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 TD0404'12.4 MI NE FROM PARK RIVER.
 TD0404'12.4 MILES NORTHEAST ALONG STATE HIGHWAYS 17 AND 18 FROM PARK RIVER,
 TD0404'WALSH COUNTY, 6 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION,
 TD0404'AT THE JUNCTION OF COUNTY ROAD 9, AND THE SOUTHEAST CORNER OF SEC. 17,
 TD0404'T 158 N, R 54 W, 80 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 80
 TD0404'FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD 9, AND 1 FOOT FROM A
 TD0404'WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 TD0404'DISK, STAMPED TT K 17 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST
 TD0404'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0131 ***********************************************************************
 TF0131  DESIGNATION -  K 170
 TF0131  PID         -  TF0131
 TF0131  STATE/COUNTY-  ND/BOTTINEAU
 TF0131  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0131
 TF0131                         *CURRENT SURVEY CONTROL
 TF0131  ___________________________________________________________________
 TF0131* NAD 83(1986)-  48 58 59.     (N)    100 15 52.     (W)     SCALED    
 TF0131* NAVD 88     -       668.271  (meters)    2192.49   (feet)  ADJUSTED  
 TF0131  ___________________________________________________________________
 TF0131  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TF0131  DYNAMIC HT  -         668.425 (meters)    2192.99  (feet)  COMP
 TF0131  MODELED GRAV-     980,818.0   (mgal)                       NAVD 88
 TF0131
 TF0131  VERT ORDER  -  SECOND    CLASS 0
 TF0131
 TF0131.The horizontal coordinates were scaled from a topographic map and have
 TF0131.an estimated accuracy of +/- 6 seconds.
 TF0131
 TF0131.The orthometric height was determined by differential leveling
 TF0131.and adjusted by the National Geodetic Survey in June 1991..
 TF0131
 TF0131.The geoid height was determined by GEOID03.
 TF0131
 TF0131.The dynamic height is computed by dividing the NAVD 88
 TF0131.geopotential number by the normal gravity value computed on the
 TF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0131.degrees latitude (g = 980.6199 gals.).
 TF0131
 TF0131.The modeled gravity was interpolated from observed gravity values.
 TF0131
 TF0131;                    North         East    Units  Estimated Accuracy
 TF0131;SPC ND N     -   220,520.      617,240.      MT  (+/- 180 meters Scaled)
 TF0131
 TF0131                          SUPERSEDED SURVEY CONTROL
 TF0131
 TF0131  NGVD 29 (??/??/92)  667.865  (m)         2191.15   (f) ADJ UNCH    2 0
 TF0131
 TF0131.Superseded values are not recommended for survey control.
 TF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0131.See file dsdata.txt to determine how the superseded data were derived.
 TF0131
 TF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV074263(NAD 83)
 TF0131_MARKER: DB = BENCH MARK DISK
 TF0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0131_STAMPING: K 170 1935
 TF0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0131+STABILITY: SURFACE MOTION
 TF0131
 TF0131  HISTORY     - Date     Condition        Report By
 TF0131  HISTORY     - 1935     MONUMENTED       CGS
 TF0131
 TF0131                          STATION DESCRIPTION
 TF0131
 TF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0131'3.5 MI E FROM METIGOSHE PARK.
 TF0131'3.5 MILES EAST ALONG THE WILLOW LAKE ROAD FROM THE M. WOODS HOUSE AT
 TF0131'METIGOSHE PARK, BOTTINEAU COUNTY, AT THE NORTHEAST CORNER OF THE
 TF0131'SOUTHWEST QUARTER OF SECTION 33, T. 164 N., R. 74 W., 275 FEET
 TF0131'SOUTHEAST OF THE SOUTHEAST CORNER OF THE TORGERSON SCHOOL, 36.5 FEET
 TF0131'NORTH OF THE CENTERLINE OF THE ROAD, 9.5 FEET NORTH OF A FENCE CORNER,
 TF0131'AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED
 TF0131'K 170 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0105 ***********************************************************************
 TF0105  DESIGNATION -  K 171
 TF0105  PID         -  TF0105
 TF0105  STATE/COUNTY-  ND/BOTTINEAU
 TF0105  USGS QUAD   -  LORDS LAKE (1955)
 TF0105
 TF0105                         *CURRENT SURVEY CONTROL
 TF0105  ___________________________________________________________________
 TF0105* NAD 83(1986)-  48 49 13.     (N)    100 12 58.     (W)     SCALED    
 TF0105* NAVD 88     -       535.146  (meters)    1755.72   (feet)  ADJUSTED  
 TF0105  ___________________________________________________________________
 TF0105  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TF0105  DYNAMIC HT  -         535.275 (meters)    1756.15  (feet)  COMP
 TF0105  MODELED GRAV-     980,835.2   (mgal)                       NAVD 88
 TF0105
 TF0105  VERT ORDER  -  SECOND    CLASS 0
 TF0105
 TF0105.The horizontal coordinates were scaled from a topographic map and have
 TF0105.an estimated accuracy of +/- 6 seconds.
 TF0105
 TF0105.The orthometric height was determined by differential leveling
 TF0105.and adjusted by the National Geodetic Survey in June 1991..
 TF0105
 TF0105.The geoid height was determined by GEOID03.
 TF0105
 TF0105.The dynamic height is computed by dividing the NAVD 88
 TF0105.geopotential number by the normal gravity value computed on the
 TF0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0105.degrees latitude (g = 980.6199 gals.).
 TF0105
 TF0105.The modeled gravity was interpolated from observed gravity values.
 TF0105
 TF0105;                    North         East    Units  Estimated Accuracy
 TF0105;SPC ND N     -   202,430.      620,850.      MT  (+/- 180 meters Scaled)
 TF0105
 TF0105                          SUPERSEDED SURVEY CONTROL
 TF0105
 TF0105  NGVD 29 (??/??/92)  534.762  (m)         1754.46   (f) ADJ UNCH    2 0
 TF0105
 TF0105.Superseded values are not recommended for survey control.
 TF0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0105.See file dsdata.txt to determine how the superseded data were derived.
 TF0105
 TF0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV107081(NAD 83)
 TF0105_MARKER: DB = BENCH MARK DISK
 TF0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0105_STAMPING: K 171 1935
 TF0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0105+STABILITY: SURFACE MOTION
 TF0105
 TF0105  HISTORY     - Date     Condition        Report By
 TF0105  HISTORY     - 1935     MONUMENTED       CGS
 TF0105  HISTORY     - 1970     GOOD             NDSU
 TF0105
 TF0105                          STATION DESCRIPTION
 TF0105
 TF0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0105'8.8 MI N FROM OMEMEE.
 TF0105'8.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0105'STATION AT OMEMEE, BOTTINEAU COUNTY, 5.5 MILES EAST ALONG STATE
 TF0105'HIGHWAY 5.  1.5 MILES WEST OF THE BOTTINEAU-ROLETTE COUNTY LINE, 70
 TF0105'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF
 TF0105'SECTION 26, T. 162 N., R. 74 W., 300 FEET EAST OF A CONCRETE-BOX
 TF0105'CULVERT, 64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET WEST
 TF0105'OF THE HALF-SECTION LINE, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE.
 TF0105'A STANDARD DISK, STAMPED K 171 1935 AND SET IN THE TOP OF A CONCRETE
 TF0105'POST.
 TF0105
 TF0105                          STATION RECOVERY (1970)
 TF0105
 TF0105'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1513 ***********************************************************************
 TE1513  DESIGNATION -  K 172
 TE1513  PID         -  TE1513
 TE1513  STATE/COUNTY-  ND/ROLETTE
 TE1513  USGS QUAD   -  LAKE UPSILON SW (1955)
 TE1513
 TE1513                         *CURRENT SURVEY CONTROL
 TE1513  ___________________________________________________________________
 TE1513* NAD 83(1986)-  48 46 34.     (N)    099 52 40.     (W)     SCALED    
 TE1513* NAVD 88     -       519.369  (meters)    1703.96   (feet)  POSTED    
 TE1513  ___________________________________________________________________
 TE1513  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 TE1513  DYNAMIC HT  -         519.490 (meters)    1704.36  (feet)  COMP
 TE1513  MODELED GRAV-     980,835.3   (mgal)                       NAVD 88
 TE1513
 TE1513  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1513
 TE1513.The horizontal coordinates were scaled from a topographic map and have
 TE1513.an estimated accuracy of +/- 6 seconds.
 TE1513
 TE1513.The orthometric height was determined by differential leveling
 TE1513.and adjusted by the National Geodetic Survey in 1992..
 TE1513.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1513.rate of 0.0 thru 1.0 mm/km.
 TE1513
 TE1513.The geoid height was determined by GEOID03.
 TE1513
 TE1513.The dynamic height is computed by dividing the NAVD 88
 TE1513.geopotential number by the normal gravity value computed on the
 TE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1513.degrees latitude (g = 980.6199 gals.).
 TE1513
 TE1513.The modeled gravity was interpolated from observed gravity values.
 TE1513
 TE1513;                    North         East    Units  Estimated Accuracy
 TE1513;SPC ND N     -   197,660.      645,730.      MT  (+/- 180 meters Scaled)
 TE1513
 TE1513                          SUPERSEDED SURVEY CONTROL
 TE1513
 TE1513  NGVD 29 (??/??/92)  518.987  (m)         1702.71   (f) ADJ UNCH    2 0
 TE1513
 TE1513.Superseded values are not recommended for survey control.
 TE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1513.See file dsdata.txt to determine how the superseded data were derived.
 TE1513
 TE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV355029(NAD 83)
 TE1513_MARKER: DB = BENCH MARK DISK
 TE1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1513_STAMPING: K-172 1935
 TE1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1513+STABILITY: SURFACE MOTION
 TE1513
 TE1513  HISTORY     - Date     Condition        Report By
 TE1513  HISTORY     - 1935     MONUMENTED       CGS
 TE1513
 TE1513                          STATION DESCRIPTION
 TE1513
 TE1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1513'10.6 MI SW FROM BELCOURT.
 TE1513'4.6 MILES SOUTH AND 6 MILES WEST OF, ALONG EAST-WEST SECTION ROAD,
 TE1513'FROM TURTLE MT. INDIAN SCHOOL ABOUT 110 FEET WEST OF SECTION CORNER
 TE1513'COMMON TO SECTIONS 8, 9, 16 AND 17, T 161 N, R 71 W.  77.5 FEET WEST
 TE1513'OF FENCE CORNER.  60 FEET NORTHWEST OF A WINDMILL.  30 FEET NORTH OF
 TE1513'THE ROAD CENTERLINE.  1 FT. SOUTH OF PROPERTY LINE FENCE.  TABLET SET
 TE1513'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1509 ***********************************************************************
 TE1509  DESIGNATION -  K 173
 TE1509  PID         -  TE1509
 TE1509  STATE/COUNTY-  ND/ROLETTE
 TE1509  USGS QUAD   -  BELCOURT (1968)
 TE1509
 TE1509                         *CURRENT SURVEY CONTROL
 TE1509  ___________________________________________________________________
 TE1509* NAD 83(1986)-  48 50 01.     (N)    099 44 42.     (W)     SCALED    
 TE1509* NAVD 88     -       591.391  (meters)    1940.26   (feet)  ADJUSTED  
 TE1509  ___________________________________________________________________
 TE1509  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TE1509  DYNAMIC HT  -         591.529 (meters)    1940.71  (feet)  COMP
 TE1509  MODELED GRAV-     980,823.4   (mgal)                       NAVD 88
 TE1509
 TE1509  VERT ORDER  -  SECOND    CLASS 0
 TE1509
 TE1509.The horizontal coordinates were scaled from a topographic map and have
 TE1509.an estimated accuracy of +/- 6 seconds.
 TE1509
 TE1509.The orthometric height was determined by differential leveling
 TE1509.and adjusted by the National Geodetic Survey in June 1991..
 TE1509
 TE1509.The geoid height was determined by GEOID03.
 TE1509
 TE1509.The dynamic height is computed by dividing the NAVD 88
 TE1509.geopotential number by the normal gravity value computed on the
 TE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1509.degrees latitude (g = 980.6199 gals.).
 TE1509
 TE1509.The modeled gravity was interpolated from observed gravity values.
 TE1509
 TE1509;                    North         East    Units  Estimated Accuracy
 TE1509;SPC ND N     -   204,150.      655,430.      MT  (+/- 180 meters Scaled)
 TE1509
 TE1509                          SUPERSEDED SURVEY CONTROL
 TE1509
 TE1509  NGVD 29 (??/??/92)  591.00   (m)         1939.0    (f) COMPUTED    2 0
 TE1509
 TE1509.Superseded values are not recommended for survey control.
 TE1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1509.See file dsdata.txt to determine how the superseded data were derived.
 TE1509
 TE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV453092(NAD 83)
 TE1509_MARKER: Z = SEE DESCRIPTION
 TE1509_SETTING: 0 = UNSPECIFIED SETTING
 TE1509_STAMPING: K-173 1935
 TE1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1509
 TE1509  HISTORY     - Date     Condition        Report By
 TE1509  HISTORY     - 1935     MONUMENTED       CGS
 TE1509  HISTORY     - 1940     GOOD             NGS
 TE1509  HISTORY     - 1962     MARK NOT FOUND   LOCENG
 TE1509
 TE1509                          STATION DESCRIPTION
 TE1509
 TE1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1509'0.5 MI S FROM BELCOURT.
 TE1509'0.5 MI. S. OF BELCOURT, ALONG NORTH-SOUTH SECTION LINE ROAD,
 TE1509'FROM TURTLE MT. INDIAN SCHOOL ABOUT 350 FEET NORTH OF DRIVE-WAY TO
 TE1509'G.R. ROBERGRES FARM HOUSE, 240 FEET SOUTH OF SECTION CORNER COMMON TO
 TE1509'SECTIONS 20, 21, 28 AND 29, R. 70 W., T. 162 N., 31.5 FEET WEST OF
 TE1509'CENTER-LINE OF ROAD, 1 FOOT EAST OF PROPERTY LINE FENCE AND 1 FOOT
 TE1509'WEST OF WHITE MARKER STENCILED U.S.B.M.
 TE1509
 TE1509                          STATION RECOVERY (1962)
 TE1509
 TE1509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 TE1509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0053 ***********************************************************************
 TF0053  DESIGNATION -  K 174
 TF0053  PID         -  TF0053
 TF0053  STATE/COUNTY-  ND/PIERCE
 TF0053  USGS QUAD   -  BARTON (1980)
 TF0053
 TF0053                         *CURRENT SURVEY CONTROL
 TF0053  ___________________________________________________________________
 TF0053* NAD 83(1986)-  48 30 06.     (N)    100 08 52.     (W)     SCALED    
 TF0053* NAVD 88     -       457.434  (meters)    1500.76   (feet)  ADJUSTED  
 TF0053  ___________________________________________________________________
 TF0053  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TF0053  DYNAMIC HT  -         457.536 (meters)    1501.10  (feet)  COMP
 TF0053  MODELED GRAV-     980,818.9   (mgal)                       NAVD 88
 TF0053
 TF0053  VERT ORDER  -  SECOND    CLASS 0
 TF0053
 TF0053.The horizontal coordinates were scaled from a topographic map and have
 TF0053.an estimated accuracy of +/- 6 seconds.
 TF0053
 TF0053.The orthometric height was determined by differential leveling
 TF0053.and adjusted by the National Geodetic Survey in June 1991..
 TF0053
 TF0053.The geoid height was determined by GEOID03.
 TF0053
 TF0053.The dynamic height is computed by dividing the NAVD 88
 TF0053.geopotential number by the normal gravity value computed on the
 TF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0053.degrees latitude (g = 980.6199 gals.).
 TF0053
 TF0053.The modeled gravity was interpolated from observed gravity values.
 TF0053
 TF0053;                    North         East    Units  Estimated Accuracy
 TF0053;SPC ND N     -   167,020.      626,030.      MT  (+/- 180 meters Scaled)
 TF0053
 TF0053                          SUPERSEDED SURVEY CONTROL
 TF0053
 TF0053  NGVD 29 (??/??/92)  457.066  (m)         1499.56   (f) ADJ UNCH    2 0
 TF0053
 TF0053.Superseded values are not recommended for survey control.
 TF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0053.See file dsdata.txt to determine how the superseded data were derived.
 TF0053
 TF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU152726(NAD 83)
 TF0053_MARKER: DB = BENCH MARK DISK
 TF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0053_STAMPING: K 174 1935
 TF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0053+STABILITY: SURFACE MOTION
 TF0053
 TF0053  HISTORY     - Date     Condition        Report By
 TF0053  HISTORY     - 1935     MONUMENTED       CGS
 TF0053  HISTORY     - 1951     MARK NOT FOUND   NGS
 TF0053
 TF0053                          STATION DESCRIPTION
 TF0053
 TF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TF0053'1.2 MI E FROM BARTON.
 TF0053'1.2 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE GREAT
 TF0053'NORTHERN RAILWAY AT BARTON, PIERCE COUNTY, 455 FEET WEST OF T.B.M.
 TF0053'1-A, DESCRIBED BELOW, 425 FEET WEST OF THE CORNER OF SECTIONS 18, 19,
 TF0053'13 AND 24, T. 158 N., RS. 73 AND 74 W., 33.1 FEET SOUTH OF THE
 TF0053'CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF A POLE, AND 3 FEET SOUTH OF
 TF0053'A CUT.  A STANDARD DISK, STAMPED K 174 1935 AND SET IN THE TOP OF A
 TF0053'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1538 ***********************************************************************
 TE1538  DESIGNATION -  K 175
 TE1538  PID         -  TE1538
 TE1538  STATE/COUNTY-  ND/ROLETTE
 TE1538  USGS QUAD   -  SAINT JOHN (1969)
 TE1538
 TE1538                         *CURRENT SURVEY CONTROL
 TE1538  ___________________________________________________________________
 TE1538* NAD 83(1986)-  48 59 38.     (N)    099 37 51.     (W)     SCALED    
 TE1538* NAVD 88     -       558.538  (meters)    1832.47   (feet)  ADJUSTED  
 TE1538  ___________________________________________________________________
 TE1538  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 TE1538  DYNAMIC HT  -         558.682 (meters)    1832.94  (feet)  COMP
 TE1538  MODELED GRAV-     980,847.4   (mgal)                       NAVD 88
 TE1538
 TE1538  VERT ORDER  -  SECOND    CLASS 0
 TE1538
 TE1538.The horizontal coordinates were scaled from a topographic map and have
 TE1538.an estimated accuracy of +/- 6 seconds.
 TE1538
 TE1538.The orthometric height was determined by differential leveling
 TE1538.and adjusted by the National Geodetic Survey in June 1991..
 TE1538
 TE1538.The geoid height was determined by GEOID03.
 TE1538
 TE1538.The dynamic height is computed by dividing the NAVD 88
 TE1538.geopotential number by the normal gravity value computed on the
 TE1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1538.degrees latitude (g = 980.6199 gals.).
 TE1538
 TE1538.The modeled gravity was interpolated from observed gravity values.
 TE1538
 TE1538;                    North         East    Units  Estimated Accuracy
 TE1538;SPC ND N     -   222,060.      663,610.      MT  (+/- 180 meters Scaled)
 TE1538
 TE1538                          SUPERSEDED SURVEY CONTROL
 TE1538
 TE1538  NGVD 29 (??/??/92)  558.115  (m)         1831.08   (f) ADJ UNCH    2 0
 TE1538
 TE1538.Superseded values are not recommended for survey control.
 TE1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1538.See file dsdata.txt to determine how the superseded data were derived.
 TE1538
 TE1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV538269(NAD 83)
 TE1538_MARKER: DB = BENCH MARK DISK
 TE1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1538_STAMPING: K-175 1935
 TE1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1538+STABILITY: SURFACE MOTION
 TE1538
 TE1538  HISTORY     - Date     Condition        Report By
 TE1538  HISTORY     - 1935     MONUMENTED       CGS
 TE1538  HISTORY     - 1954     GOOD             NGS
 TE1538
 TE1538                          STATION DESCRIPTION
 TE1538
 TE1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1538'1.5 MI SE FROM ST JOHN INSPECTION STA.
 TE1538'.5 MILE SOUTH AND 1 MILE EAST OF, ALONG EAST-WEST SECTION LINE ROAD,
 TE1538'FROM CUSTOMS BUILDING.  ABOUT 1.2 MILES EAST OF ST. HWY. 30.  ABOUT
 TE1538'0.2 MILE EAST OF SECTION CORNER COMMON TO SECTIONS 29, 30, 31 AND 32,
 TE1538'164 N, R 69 W.  ABOUT 135 FEET SOUTH OF H.H. BRAGS FARM HOUSE.  24.5
 TE1538'FEET SOUTH OF ROAD CENTERLINE, AT SUMMIT OF A SMALL RIDGE.  TABLET SET
 TE1538'IN PRECAST CONCRETE POST.
 TE1538
 TE1538                          STATION RECOVERY (1954)
 TE1538
 TE1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 TE1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1499 ***********************************************************************
 TE1499  DESIGNATION -  K 176
 TE1499  PID         -  TE1499
 TE1499  STATE/COUNTY-  ND/TOWNER
 TE1499  USGS QUAD   -  ROLLA NE (1969)
 TE1499
 TE1499                         *CURRENT SURVEY CONTROL
 TE1499  ___________________________________________________________________
 TE1499* NAD 83(1986)-  48 56 59.     (N)    099 31 29.     (W)     SCALED    
 TE1499* NAVD 88     -       538.212  (meters)    1765.78   (feet)  ADJUSTED  
 TE1499  ___________________________________________________________________
 TE1499  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TE1499  DYNAMIC HT  -         538.348 (meters)    1766.23  (feet)  COMP
 TE1499  MODELED GRAV-     980,845.4   (mgal)                       NAVD 88
 TE1499
 TE1499  VERT ORDER  -  SECOND    CLASS 0
 TE1499
 TE1499.The horizontal coordinates were scaled from a topographic map and have
 TE1499.an estimated accuracy of +/- 6 seconds.
 TE1499
 TE1499.The orthometric height was determined by differential leveling
 TE1499.and adjusted by the National Geodetic Survey in June 1991..
 TE1499
 TE1499.The geoid height was determined by GEOID03.
 TE1499
 TE1499.The dynamic height is computed by dividing the NAVD 88
 TE1499.geopotential number by the normal gravity value computed on the
 TE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1499.degrees latitude (g = 980.6199 gals.).
 TE1499
 TE1499.The modeled gravity was interpolated from observed gravity values.
 TE1499
 TE1499;                    North         East    Units  Estimated Accuracy
 TE1499;SPC ND N     -   217,240.      671,440.      MT  (+/- 180 meters Scaled)
 TE1499
 TE1499                          SUPERSEDED SURVEY CONTROL
 TE1499
 TE1499  NGVD 29 (??/??/92)  537.794  (m)         1764.41   (f) ADJ UNCH    2 0
 TE1499
 TE1499.Superseded values are not recommended for survey control.
 TE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1499.See file dsdata.txt to determine how the superseded data were derived.
 TE1499
 TE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV615219(NAD 83)
 TE1499_MARKER: DB = BENCH MARK DISK
 TE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1499_STAMPING: K-176 1935
 TE1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1499+STABILITY: SURFACE MOTION
 TE1499
 TE1499  HISTORY     - Date     Condition        Report By
 TE1499  HISTORY     - 1935     MONUMENTED       CGS
 TE1499  HISTORY     - 1968     GOOD             USGS
 TE1499
 TE1499                          STATION DESCRIPTION
 TE1499
 TE1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1499'10.5 MI NE FROM ROLLA.
 TE1499'4 MILES EAST AND 6.5 MILES NORTH OF, FROM RAILROAD STATION 93 FEET
 TE1499'EAST OF SECTION CORNER COMMON TO SECTIONS 12 AND 13, T 163 N, R 69 W,
 TE1499'AND 7 AND 18, T 163 N, R 68 W.  32 FEET NORTH OF EAST-WEST SECTION
 TE1499'LINE ROAD AT A SMALL MEADOW.  TABLET SET IN PRECAST CONCRETE POST.
 TE1499
 TE1499                          STATION RECOVERY (1968)
 TE1499
 TE1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1053 ***********************************************************************
 TE1053  DESIGNATION -  K 177
 TE1053  PID         -  TE1053
 TE1053  STATE/COUNTY-  ND/CAVALIER
 TE1053  USGS QUAD   -  CALVIN (1970)
 TE1053
 TE1053                         *CURRENT SURVEY CONTROL
 TE1053  ___________________________________________________________________
 TE1053* NAD 83(1986)-  48 46 33.     (N)    098 55 26.     (W)     SCALED    
 TE1053* NAVD 88     -       494.963  (meters)    1623.89   (feet)  ADJUSTED  
 TE1053  ___________________________________________________________________
 TE1053  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 TE1053  DYNAMIC HT  -         495.070 (meters)    1624.24  (feet)  COMP
 TE1053  MODELED GRAV-     980,812.0   (mgal)                       NAVD 88
 TE1053
 TE1053  VERT ORDER  -  SECOND    CLASS 0
 TE1053
 TE1053.The horizontal coordinates were scaled from a topographic map and have
 TE1053.an estimated accuracy of +/- 6 seconds.
 TE1053
 TE1053.The orthometric height was determined by differential leveling
 TE1053.and adjusted by the National Geodetic Survey in June 1991..
 TE1053
 TE1053.The geoid height was determined by GEOID03.
 TE1053
 TE1053.The dynamic height is computed by dividing the NAVD 88
 TE1053.geopotential number by the normal gravity value computed on the
 TE1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1053.degrees latitude (g = 980.6199 gals.).
 TE1053
 TE1053.The modeled gravity was interpolated from observed gravity values.
 TE1053
 TE1053;                    North         East    Units  Estimated Accuracy
 TE1053;SPC ND N     -   198,630.      715,840.      MT  (+/- 180 meters Scaled)
 TE1053
 TE1053                          SUPERSEDED SURVEY CONTROL
 TE1053
 TE1053  NGVD 29 (??/??/92)  494.545  (m)         1622.52   (f) ADJ UNCH    2 0
 TE1053
 TE1053.Superseded values are not recommended for survey control.
 TE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1053.See file dsdata.txt to determine how the superseded data were derived.
 TE1053
 TE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV055025(NAD 83)
 TE1053_MARKER: DB = BENCH MARK DISK
 TE1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1053_STAMPING: K 177 1935
 TE1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1053+STABILITY: SURFACE MOTION
 TE1053
 TE1053  HISTORY     - Date     Condition        Report By
 TE1053  HISTORY     - 1935     MONUMENTED       CGS
 TE1053  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1053
 TE1053                          STATION DESCRIPTION
 TE1053
 TE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1053'1.2 MI W FROM CLYDE.
 TE1053'1.2 MILES WEST ALONG STATE HIGHWAY 5 FROM THE CROSSING OF THE GREAT
 TE1053'NORTHERN RAILWAY AT CLYDE, CAVALIER COUNTY, 220 FEET EAST OF THE
 TE1053'NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 15, T 161 N, R 64
 TE1053'W, 39.5 FEET WEST OF A POWER POLE, 33 FEET SOUTH OF THE CENTERLINE OF
 TE1053'THE HIGHWAY, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 TE1053'K 177 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN PLOWED
 TE1053'FIELD.
 TE1053
 TE1053                          STATION RECOVERY (1968)
 TE1053
 TE1053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0453 ***********************************************************************
 RP0453  DESIGNATION -  K 18
 RP0453  PID         -  RP0453
 RP0453  STATE/COUNTY-  ND/CASS
 RP0453  USGS QUAD   -  ABSARAKA (1967)
 RP0453
 RP0453                         *CURRENT SURVEY CONTROL
 RP0453  ___________________________________________________________________
 RP0453* NAD 83(1986)-  46 54 54.     (N)    097 29 11.     (W)     SCALED    
 RP0453* NAVD 88     -       350.661  (meters)    1150.46   (feet)  ADJUSTED  
 RP0453  ___________________________________________________________________
 RP0453  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 RP0453  DYNAMIC HT  -         350.686 (meters)    1150.54  (feet)  COMP
 RP0453  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 RP0453
 RP0453  VERT ORDER  -  FIRST     CLASS II
 RP0453
 RP0453.The horizontal coordinates were scaled from a topographic map and have
 RP0453.an estimated accuracy of +/- 6 seconds.
 RP0453
 RP0453.The orthometric height was determined by differential leveling
 RP0453.and adjusted by the National Geodetic Survey in June 1991..
 RP0453
 RP0453.The geoid height was determined by GEOID03.
 RP0453
 RP0453.The dynamic height is computed by dividing the NAVD 88
 RP0453.geopotential number by the normal gravity value computed on the
 RP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0453.degrees latitude (g = 980.6199 gals.).
 RP0453
 RP0453.The modeled gravity was interpolated from observed gravity values.
 RP0453
 RP0453;                    North         East    Units  Estimated Accuracy
 RP0453;SPC ND S     -   143,160.      829,500.      MT  (+/- 180 meters Scaled)
 RP0453
 RP0453                          SUPERSEDED SURVEY CONTROL
 RP0453
 RP0453  NGVD 29 (??/??/92)  350.305  (m)         1149.29   (f) ADJ UNCH    1 2
 RP0453
 RP0453.Superseded values are not recommended for survey control.
 RP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0453.See file dsdata.txt to determine how the superseded data were derived.
 RP0453
 RP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS152968(NAD 83)
 RP0453_MARKER: DB = BENCH MARK DISK
 RP0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0453_STAMPING: 1149.292 K 18 1931
 RP0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0453+STABILITY: SURFACE MOTION
 RP0453
 RP0453  HISTORY     - Date     Condition        Report By
 RP0453  HISTORY     - 1931     MONUMENTED       CGS
 RP0453  HISTORY     - 1964     GOOD             NGS
 RP0453  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0453
 RP0453                          STATION DESCRIPTION
 RP0453
 RP0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0453'2.95 MI E FROM BUFFALO.
 RP0453'ABOUT 2.95 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0453'STATION AT BUFFALO, ABOUT 0.2 MILE EAST OF MILEPOST 41, IN SECTION 27,
 RP0453'R 54 W, T 140 N, 78 FEET SOUTH OF THE SOUTH RAIL, 83 FEET SOUTHWEST OF
 RP0453'BLOCK SIGNAL NO. 408, 217 FEET EAST OF A 14-INCH LONE ELM TREE, 1 1/2
 RP0453'FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF TRACK
 RP0453'AND SET IN THE TOP OF A CONCRETE POST 1 FOOT UNDERGROUND.
 RP0453
 RP0453                          STATION RECOVERY (1982)
 RP0453
 RP0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0453'NOT SEARCHED FOR.  LEVEL LINE REROUTED ALONG INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0277 ***********************************************************************
 TD0277  DESIGNATION -  K 182
 TD0277  PID         -  TD0277
 TD0277  STATE/COUNTY-  ND/PEMBINA
 TD0277  USGS QUAD   -  GLASSTON (1971)
 TD0277
 TD0277                         *CURRENT SURVEY CONTROL
 TD0277  ___________________________________________________________________
 TD0277* NAD 83(1986)-  48 41 18.     (N)    097 23 09.     (W)     SCALED    
 TD0277* NAVD 88     -       250.139  (meters)     820.66   (feet)  ADJUSTED  
 TD0277  ___________________________________________________________________
 TD0277  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 TD0277  DYNAMIC HT  -         250.207 (meters)     820.89  (feet)  COMP
 TD0277  MODELED GRAV-     980,877.8   (mgal)                       NAVD 88
 TD0277
 TD0277  VERT ORDER  -  SECOND    CLASS 0
 TD0277
 TD0277.The horizontal coordinates were scaled from a topographic map and have
 TD0277.an estimated accuracy of +/- 6 seconds.
 TD0277
 TD0277.The orthometric height was determined by differential leveling
 TD0277.and adjusted by the National Geodetic Survey in June 1991..
 TD0277
 TD0277.The geoid height was determined by GEOID03.
 TD0277
 TD0277.The dynamic height is computed by dividing the NAVD 88
 TD0277.geopotential number by the normal gravity value computed on the
 TD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0277.degrees latitude (g = 980.6199 gals.).
 TD0277
 TD0277.The modeled gravity was interpolated from observed gravity values.
 TD0277
 TD0277;                    North         East    Units  Estimated Accuracy
 TD0277;SPC ND N     -   192,350.      829,220.      MT  (+/- 180 meters Scaled)
 TD0277
 TD0277                          SUPERSEDED SURVEY CONTROL
 TD0277
 TD0277  NGVD 29 (??/??/92)  249.757  (m)          819.41   (f) ADJ UNCH    2 0
 TD0277
 TD0277.Superseded values are not recommended for survey control.
 TD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0277.See file dsdata.txt to determine how the superseded data were derived.
 TD0277
 TD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU187940(NAD 83)
 TD0277_MARKER: DB = BENCH MARK DISK
 TD0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0277_STAMPING: K-182 1935
 TD0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0277+STABILITY: SURFACE MOTION
 TD0277
 TD0277  HISTORY     - Date     Condition        Report By
 TD0277  HISTORY     - 1935     MONUMENTED       CGS
 TD0277  HISTORY     - 1940     GOOD             NGS
 TD0277
 TD0277                          STATION DESCRIPTION
 TD0277
 TD0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0277'9.5 MI W FROM BOWESMONT.
 TD0277'9.5 MILES WEST ALONG SECTION ROAD FROM N.P. RR STATIONN AT BOWESMONT.
 TD0277'S. E. CORNER OF SEC. 7, T 160 N, R 52 W.  59 FEET SOUTHEAST OF
 TD0277'SOUTHEAST CORNER OF PEASLEY PLACE HOUSE.  57 FEET WEST OF CENTERLINE
 TD0277'OF NORTH-SOUTH ROAD.  30 FEET WEST OF SOUTHEAST CORNER OF FENCE. 26.5
 TD0277'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  TABLET SET IN PRECAST
 TD0277'CONCRETE POST.
 TD0277
 TD0277                          STATION RECOVERY (1940)
 TD0277
 TD0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 TD0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0314 ***********************************************************************
 TD0314  DESIGNATION -  K 183
 TD0314  PID         -  TD0314
 TD0314  STATE/COUNTY-  ND/PEMBINA
 TD0314  USGS QUAD   -  BATHGATE (1971)
 TD0314
 TD0314                         *CURRENT SURVEY CONTROL
 TD0314  ___________________________________________________________________
 TD0314* NAD 83(1986)-  48 57 46.     (N)    097 22 54.     (W)     SCALED    
 TD0314* NAVD 88     -       243.954  (meters)     800.37   (feet)  ADJUSTED  
 TD0314  ___________________________________________________________________
 TD0314  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 TD0314  DYNAMIC HT  -         244.027 (meters)     800.61  (feet)  COMP
 TD0314  MODELED GRAV-     980,904.6   (mgal)                       NAVD 88
 TD0314
 TD0314  VERT ORDER  -  SECOND    CLASS 0
 TD0314
 TD0314.The horizontal coordinates were scaled from a topographic map and have
 TD0314.an estimated accuracy of +/- 6 seconds.
 TD0314
 TD0314.The orthometric height was determined by differential leveling
 TD0314.and adjusted by the National Geodetic Survey in June 1991..
 TD0314
 TD0314.The geoid height was determined by GEOID03.
 TD0314
 TD0314.The dynamic height is computed by dividing the NAVD 88
 TD0314.geopotential number by the normal gravity value computed on the
 TD0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0314.degrees latitude (g = 980.6199 gals.).
 TD0314
 TD0314.The modeled gravity was interpolated from observed gravity values.
 TD0314
 TD0314;                    North         East    Units  Estimated Accuracy
 TD0314;SPC ND N     -   222,860.      828,290.      MT  (+/- 180 meters Scaled)
 TD0314
 TD0314                          SUPERSEDED SURVEY CONTROL
 TD0314
 TD0314  NGVD 29 (??/??/92)  243.548  (m)          799.04   (f) ADJ UNCH    2 0
 TD0314
 TD0314.Superseded values are not recommended for survey control.
 TD0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0314.See file dsdata.txt to determine how the superseded data were derived.
 TD0314
 TD0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV184245(NAD 83)
 TD0314_MARKER: DB = BENCH MARK DISK
 TD0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0314_STAMPING: K-183 1935
 TD0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0314+STABILITY: SURFACE MOTION
 TD0314
 TD0314  HISTORY     - Date     Condition        Report By
 TD0314  HISTORY     - 1935     MONUMENTED       CGS
 TD0314  HISTORY     - 1971     MARK NOT FOUND   USGS
 TD0314
 TD0314                          STATION DESCRIPTION
 TD0314
 TD0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0314'1.0 MI N FROM NECHE.
 TD0314'1.0 MILE NORTH OF G. N. RR STATION ALONG STATE HIGHWAY NO. 18, THENCE
 TD0314'8.0 MILES EAST, THENCE 2.0 MILES SOUTH ALONG SECTION ROADS.  N. E.
 TD0314'CORNER SEC. 8, T 163 N, R 52 W.  40 FEET WEST OF CENTERLINE OF
 TD0314'NORTH-SOUTH ROAD.  23.5 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 TD0314'4.4 FEET NORTH OF TELEPHONE POLE.  1.5 FT. NORTH OF FENCE LINE. TABLET
 TD0314'SET IN PRECAST CONCRETE POST.
 TD0314
 TD0314                          STATION RECOVERY (1971)
 TD0314
 TD0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TD0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0681 ***********************************************************************
 TD0681  DESIGNATION -  K 184
 TD0681  PID         -  TD0681
 TD0681  STATE/COUNTY-  ND/PEMBINA
 TD0681  USGS QUAD   -  LEROY (1979)
 TD0681
 TD0681                         *CURRENT SURVEY CONTROL
 TD0681  ___________________________________________________________________
 TD0681* NAD 83(1986)-  48 56 03.     (N)    097 45 04.     (W)     SCALED    
 TD0681* NAVD 88     -       269.376  (meters)     883.78   (feet)  ADJUSTED  
 TD0681  ___________________________________________________________________
 TD0681  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 TD0681  DYNAMIC HT  -         269.455 (meters)     884.04  (feet)  COMP
 TD0681  MODELED GRAV-     980,897.3   (mgal)                       NAVD 88
 TD0681
 TD0681  VERT ORDER  -  SECOND    CLASS 0
 TD0681
 TD0681.The horizontal coordinates were scaled from a topographic map and have
 TD0681.an estimated accuracy of +/- 6 seconds.
 TD0681
 TD0681.The orthometric height was determined by differential leveling
 TD0681.and adjusted by the National Geodetic Survey in June 1991..
 TD0681
 TD0681.The geoid height was determined by GEOID03.
 TD0681
 TD0681.The dynamic height is computed by dividing the NAVD 88
 TD0681.geopotential number by the normal gravity value computed on the
 TD0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0681.degrees latitude (g = 980.6199 gals.).
 TD0681
 TD0681.The modeled gravity was interpolated from observed gravity values.
 TD0681
 TD0681;                    North         East    Units  Estimated Accuracy
 TD0681;SPC ND N     -   218,650.      801,370.      MT  (+/- 180 meters Scaled)
 TD0681
 TD0681                          SUPERSEDED SURVEY CONTROL
 TD0681
 TD0681  NGVD 29 (??/??/92)  268.99   (m)          882.5    (f) COMPUTED    2 0
 TD0681
 TD0681.Superseded values are not recommended for survey control.
 TD0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0681.See file dsdata.txt to determine how the superseded data were derived.
 TD0681
 TD0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV914208(NAD 83)
 TD0681_MARKER: DB = BENCH MARK DISK
 TD0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0681_STAMPING: K-184 1935
 TD0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0681+STABILITY: SURFACE MOTION
 TD0681
 TD0681  HISTORY     - Date     Condition        Report By
 TD0681  HISTORY     - 1935     MONUMENTED       CGS
 TD0681
 TD0681                          STATION DESCRIPTION
 TD0681
 TD0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0681'IN LEROY.
 TD0681'AT STEEL HIGHWAY BRIDGE ABOUT .8 MILE NORTH OF LEROY N. W. CORNER
 TD0681'SECTION 22, T 163 N, R 55 W.  75 FEET SOUTH OF CENTERLINE OF EAST-WEST
 TD0681'ROAD.  65 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD. 61.8 FEET SOUTH
 TD0681'OF SOUTHEAST END OF STEEL HIGHWAY BRIDGE OVER PEMBINA RIVER. TABLET
 TD0681'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0134 ***********************************************************************
 TE0134  DESIGNATION -  K 186 RESET
 TE0134  PID         -  TE0134
 TE0134  STATE/COUNTY-  ND/CAVALIER
 TE0134  USGS QUAD   -  EASBY (1972)
 TE0134
 TE0134                         *CURRENT SURVEY CONTROL
 TE0134  ___________________________________________________________________
 TE0134* NAD 83(1986)-  48 39 33.     (N)    098 21 41.     (W)     SCALED    
 TE0134* NAVD 88     -       494.75   (+/-2cm)    1623.2    (feet)  VERTCON   
 TE0134  ___________________________________________________________________
 TE0134  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 TE0134
 TE0134  VERT ORDER  -  THIRD (See Below)
 TE0134
 TE0134.The horizontal coordinates were scaled from a topographic map and have
 TE0134.an estimated accuracy of +/- 6 seconds.
 TE0134
 TE0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0134.The vertical order pertains to the NGVD 29 superseded value.
 TE0134
 TE0134.The geoid height was determined by GEOID03.
 TE0134
 TE0134;                    North         East    Units  Estimated Accuracy
 TE0134;SPC ND N     -   186,660.      757,530.      MT  (+/- 180 meters Scaled)
 TE0134
 TE0134                          SUPERSEDED SURVEY CONTROL
 TE0134
 TE0134  NGVD 29 (??/??/??)  494.37   (m)         1621.9    (f) RESET       3  
 TE0134
 TE0134.Superseded values are not recommended for survey control.
 TE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0134.See file dsdata.txt to determine how the superseded data were derived.
 TE0134
 TE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU470897(NAD 83)
 TE0134_MARKER: DB = BENCH MARK DISK
 TE0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0134_STAMPING: K 186 RESET 1950
 TE0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0134+STABILITY: SURFACE MOTION
 TE0134
 TE0134  HISTORY     - Date     Condition        Report By
 TE0134  HISTORY     - 1950     MONUMENTED       NDHD
 TE0134  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0134
 TE0134                          STATION DESCRIPTION
 TE0134
 TE0134'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TE0134'6.3 MI S FROM LANGDON.
 TE0134'6.3 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE COUNTY COURTHOUSE AT
 TE0134'LANGDON, CAVALIER COUNTY, AT THE SOUTHWEST CORNER OF SECTION 14, T.
 TE0134'160 N., R. 60 W., AT A ROAD INTERSECTION, 36.5 FEET NORTH OF THE
 TE0134'CENTERLINE OF THE ROAD, 34.5 FEET EAST OF THE CENTERLINE OF THE
 TE0134'HIGHWAY, 2.7 FEET EAST OF A POWER-TRANSMISSION LINE POLE, AND SET IN
 TE0134'THE TOP OF A CONCRETE POST.
 TE0134
 TE0134                          STATION RECOVERY (1972)
 TE0134
 TE0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0970 ***********************************************************************
 TE0970  DESIGNATION -  K 187
 TE0970  PID         -  TE0970
 TE0970  STATE/COUNTY-  ND/CAVALIER
 TE0970  USGS QUAD   -  WALES (1970)
 TE0970
 TE0970                         *CURRENT SURVEY CONTROL
 TE0970  ___________________________________________________________________
 TE0970* NAD 83(1986)-  48 59 59.     (N)    098 35 00.     (W)     SCALED    
 TE0970* NAVD 88     -       470.925  (meters)    1545.03   (feet)  ADJUSTED  
 TE0970  ___________________________________________________________________
 TE0970  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 TE0970  DYNAMIC HT  -         471.044 (meters)    1545.42  (feet)  COMP
 TE0970  MODELED GRAV-     980,849.6   (mgal)                       NAVD 88
 TE0970
 TE0970  VERT ORDER  -  SECOND    CLASS 0
 TE0970
 TE0970.The horizontal coordinates were scaled from a topographic map and have
 TE0970.an estimated accuracy of +/- 6 seconds.
 TE0970
 TE0970.The orthometric height was determined by differential leveling
 TE0970.and adjusted by the National Geodetic Survey in June 1991..
 TE0970
 TE0970.The geoid height was determined by GEOID03.
 TE0970
 TE0970.The dynamic height is computed by dividing the NAVD 88
 TE0970.geopotential number by the normal gravity value computed on the
 TE0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0970.degrees latitude (g = 980.6199 gals.).
 TE0970
 TE0970.The modeled gravity was interpolated from observed gravity values.
 TE0970
 TE0970;                    North         East    Units  Estimated Accuracy
 TE0970;SPC ND N     -   224,090.      740,240.      MT  (+/- 180 meters Scaled)
 TE0970
 TE0970                          SUPERSEDED SURVEY CONTROL
 TE0970
 TE0970  NGVD 29 (??/??/92)  470.538  (m)         1543.76   (f) ADJ UNCH    2 0
 TE0970
 TE0970.Superseded values are not recommended for survey control.
 TE0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0970.See file dsdata.txt to determine how the superseded data were derived.
 TE0970
 TE0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV304275(NAD 83)
 TE0970_MARKER: DB = BENCH MARK DISK
 TE0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0970_STAMPING: K 187 1935
 TE0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0970+STABILITY: SURFACE MOTION
 TE0970
 TE0970  HISTORY     - Date     Condition        Report By
 TE0970  HISTORY     - 1935     MONUMENTED       CGS
 TE0970  HISTORY     - 1964     GOOD             NGS
 TE0970
 TE0970                          STATION DESCRIPTION
 TE0970
 TE0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0970'7.3 MI E FROM HANNAH.
 TE0970'ABOUT 0.1 MILE EAST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0970'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TE0970'EAST ALONG A SECTION LINE TRAIL ROAD, THENCE 0.5 MILE EAST ACROSS A
 TE0970'CULTIVATED FIELD, THENCE 2.5 MILES EAST ALONG A SECTION LINE TRAIL
 TE0970'ROAD, THENCE 0.5 MILE EAST ACROSS A CULTIVATED FIELD AND GRASSLAND,
 TE0970'THENCE 0.5 MILE EAST ALONG A SECTION LINE TRAIL ROAD, THENCE 0.5 MILE
 TE0970'EAST ALONG A SECTION LINE FENCE, THENCE 0.5 MILE NORTH ALONG A SECTION
 TE0970'LINE TRAIL ROAD, THENCE 0.1 MILE EAST ALONG THE CANADIAN BORDER, AT
 TE0970'INTERNATIONAL BOUNDARY MARKER NUMBER 770, 1.9 FEET WEST OF THE
 TE0970'BOUNDARY MARKER WHICH IS AN IRON POST THAT PROJECTS 3 1/2 FEET, AND
 TE0970'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0688 ***********************************************************************
 TD0688  DESIGNATION -  K 188
 TD0688  PID         -  TD0688
 TD0688  STATE/COUNTY-  ND/CAVALIER
 TD0688  USGS QUAD   -  HANKS CORNER (1964)
 TD0688
 TD0688                         *CURRENT SURVEY CONTROL
 TD0688  ___________________________________________________________________
 TD0688* NAD 83(1986)-  48 51 43.     (N)    097 58 18.     (W)     SCALED    
 TD0688* NAVD 88     -       369.457  (meters)    1212.13   (feet)  ADJUSTED  
 TD0688  ___________________________________________________________________
 TD0688  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 TD0688  DYNAMIC HT  -         369.553 (meters)    1212.44  (feet)  COMP
 TD0688  MODELED GRAV-     980,857.9   (mgal)                       NAVD 88
 TD0688
 TD0688  VERT ORDER  -  SECOND    CLASS 0
 TD0688
 TD0688.The horizontal coordinates were scaled from a topographic map and have
 TD0688.an estimated accuracy of +/- 6 seconds.
 TD0688
 TD0688.The orthometric height was determined by differential leveling
 TD0688.and adjusted by the National Geodetic Survey in June 1991..
 TD0688
 TD0688.The geoid height was determined by GEOID03.
 TD0688
 TD0688.The dynamic height is computed by dividing the NAVD 88
 TD0688.geopotential number by the normal gravity value computed on the
 TD0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0688.degrees latitude (g = 980.6199 gals.).
 TD0688
 TD0688.The modeled gravity was interpolated from observed gravity values.
 TD0688
 TD0688;                    North         East    Units  Estimated Accuracy
 TD0688;SPC ND N     -   210,070.      785,490.      MT  (+/- 180 meters Scaled)
 TD0688
 TD0688                          SUPERSEDED SURVEY CONTROL
 TD0688
 TD0688  NGVD 29 (??/??/92)  369.056  (m)         1210.81   (f) ADJ UNCH    2 0
 TD0688
 TD0688.Superseded values are not recommended for survey control.
 TD0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0688.See file dsdata.txt to determine how the superseded data were derived.
 TD0688
 TD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV754126(NAD 83)
 TD0688_MARKER: DB = BENCH MARK DISK
 TD0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0688_STAMPING: K 188 1935
 TD0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0688+STABILITY: SURFACE MOTION
 TD0688
 TD0688  HISTORY     - Date     Condition        Report By
 TD0688  HISTORY     - 1935     MONUMENTED       CGS
 TD0688  HISTORY     - 1964     GOOD             NGS
 TD0688
 TD0688                          STATION DESCRIPTION
 TD0688
 TD0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0688'4.2 MI S FROM WALHALLA.
 TD0688'IN CAVALIER COUNTY, 4.2 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE
 TD0688'INTERSECTION OF THE VANG ROAD AT WALHALLA, PEMBINA COUNTY, 2.0 MILES
 TD0688'WEST ALONG A SECTION-LINE ROAD.  AT THE NORTHEAST CORNER OF SECTION
 TD0688'14, T. 162 N., R. 57 W., AT A ROAD INTERSECTION, 38.5 FEET SOUTH OF
 TD0688'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 28 FEET WEST OF THE
 TD0688'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 4.6 FEET SOUTHEAST OF A
 TD0688'NORTHEAST CORNER OF A FENCE.  A STANDARD DISK, STAMPED K 188 1935 AND
 TD0688'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0001 ***********************************************************************
 TE0001  DESIGNATION -  K 189
 TE0001  PID         -  TE0001
 TE0001  STATE/COUNTY-  ND/CAVALIER
 TE0001  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0001
 TE0001                         *CURRENT SURVEY CONTROL
 TE0001  ___________________________________________________________________
 TE0001* NAD 83(1986)-  48 53 31.     (N)    098 29 49.     (W)     SCALED    
 TE0001* NAVD 88     -       476.497  (meters)    1563.31   (feet)  ADJUSTED  
 TE0001  ___________________________________________________________________
 TE0001  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 TE0001  DYNAMIC HT  -         476.611 (meters)    1563.68  (feet)  COMP
 TE0001  MODELED GRAV-     980,834.5   (mgal)                       NAVD 88
 TE0001
 TE0001  VERT ORDER  -  SECOND    CLASS 0
 TE0001
 TE0001.The horizontal coordinates were scaled from a topographic map and have
 TE0001.an estimated accuracy of +/- 6 seconds.
 TE0001
 TE0001.The orthometric height was determined by differential leveling
 TE0001.and adjusted by the National Geodetic Survey in June 1991..
 TE0001
 TE0001.The geoid height was determined by GEOID03.
 TE0001
 TE0001.The dynamic height is computed by dividing the NAVD 88
 TE0001.geopotential number by the normal gravity value computed on the
 TE0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0001.degrees latitude (g = 980.6199 gals.).
 TE0001
 TE0001.The modeled gravity was interpolated from observed gravity values.
 TE0001
 TE0001;                    North         East    Units  Estimated Accuracy
 TE0001;SPC ND N     -   212,270.      746,870.      MT  (+/- 180 meters Scaled)
 TE0001
 TE0001                          SUPERSEDED SURVEY CONTROL
 TE0001
 TE0001  NGVD 29 (??/??/92)  476.112  (m)         1562.04   (f) ADJ UNCH    2 0
 TE0001
 TE0001.Superseded values are not recommended for survey control.
 TE0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0001.See file dsdata.txt to determine how the superseded data were derived.
 TE0001
 TE0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV368155(NAD 83)
 TE0001_MARKER: DB = BENCH MARK DISK
 TE0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0001_SP_SET: BRIDGE ABUTMENT
 TE0001_STAMPING: K 189 1935
 TE0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0001
 TE0001  HISTORY     - Date     Condition        Report By
 TE0001  HISTORY     - 1935     MONUMENTED       CGS
 TE0001  HISTORY     - 1964     GOOD             NGS
 TE0001
 TE0001                          STATION DESCRIPTION
 TE0001
 TE0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0001'5.2 MI E FROM WALES.
 TE0001'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0001'WALES, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 35, R
 TE0001'61 W, T 163 N, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 TE0001'ABUTMENT OF A BRIDGE OVER A CREEK ON NORTH-SOUTH ROAD, 177 FEET NORTH
 TE0001'OF THE CENTER LINE OF THE EAST-WEST ROAD, 10 FEET WEST OF THE CENTER
 TE0001'LINE OF NORTH-SOUTH ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TE0001'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1032 ***********************************************************************
 TE1032  DESIGNATION -  K 190
 TE1032  PID         -  TE1032
 TE1032  STATE/COUNTY-  ND/CAVALIER
 TE1032  USGS QUAD   -  SARLES SE (1970)
 TE1032
 TE1032                         *CURRENT SURVEY CONTROL
 TE1032  ___________________________________________________________________
 TE1032* NAD 83(1986)-  48 51 45.     (N)    098 46 51.     (W)     SCALED    
 TE1032* NAVD 88     -       480.472  (meters)    1576.35   (feet)  ADJUSTED  
 TE1032  ___________________________________________________________________
 TE1032  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 TE1032  DYNAMIC HT  -         480.584 (meters)    1576.72  (feet)  COMP
 TE1032  MODELED GRAV-     980,827.8   (mgal)                       NAVD 88
 TE1032
 TE1032  VERT ORDER  -  SECOND    CLASS 0
 TE1032
 TE1032.The horizontal coordinates were scaled from a topographic map and have
 TE1032.an estimated accuracy of +/- 6 seconds.
 TE1032
 TE1032.The orthometric height was determined by differential leveling
 TE1032.and adjusted by the National Geodetic Survey in June 1991..
 TE1032
 TE1032.The geoid height was determined by GEOID03.
 TE1032
 TE1032.The dynamic height is computed by dividing the NAVD 88
 TE1032.geopotential number by the normal gravity value computed on the
 TE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1032.degrees latitude (g = 980.6199 gals.).
 TE1032
 TE1032.The modeled gravity was interpolated from observed gravity values.
 TE1032
 TE1032;                    North         East    Units  Estimated Accuracy
 TE1032;SPC ND N     -   208,490.      726,130.      MT  (+/- 180 meters Scaled)
 TE1032
 TE1032                          SUPERSEDED SURVEY CONTROL
 TE1032
 TE1032  NGVD 29 (??/??/92)  480.070  (m)         1575.03   (f) ADJ UNCH    2 0
 TE1032
 TE1032.Superseded values are not recommended for survey control.
 TE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1032.See file dsdata.txt to determine how the superseded data were derived.
 TE1032
 TE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV160121(NAD 83)
 TE1032_MARKER: DB = BENCH MARK DISK
 TE1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1032_STAMPING: K 190 1935
 TE1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1032+STABILITY: SURFACE MOTION
 TE1032
 TE1032  HISTORY     - Date     Condition        Report By
 TE1032  HISTORY     - 1935     MONUMENTED       CGS
 TE1032
 TE1032                          STATION DESCRIPTION
 TE1032
 TE1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1032'0.3 MI SW FROM WALES.
 TE1032'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE1032'WALES, CAVALIER COUNTY, 8.0 MILES WEST AND 2.0 MILES SOUTH ALONG
 TE1032'SECTION-LINE ROADS.  AT THE NORTHEAST CORNER OF SECTION 15, T. 162 R,
 TE1032'R. 63 W., AT A ROAD INTERSECTION, 35 FEET WEST OF THE CENTERLINE OF
 TE1032'THE NORTH-AND-SOUTH ROAD, 31 FEET SOUTH OF THE CENTERLINE OF THE
 TE1032'EAST-AND-WEST ROAD, AND 4.2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 TE1032'A FENCE.  A STANDARD DISK, STAMPED K 190 1935 AND SET IN THE TOP OF A
 TE1032'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1393 ***********************************************************************
 TE1393  DESIGNATION -  K 191
 TE1393  PID         -  TE1393
 TE1393  STATE/COUNTY-  ND/BENSON
 TE1393  USGS QUAD   -  BAKER (1958)
 TE1393
 TE1393                         *CURRENT SURVEY CONTROL
 TE1393  ___________________________________________________________________
 TE1393* NAD 83(1986)-  48 09 59.     (N)    099 41 49.     (W)     SCALED    
 TE1393* NAVD 88     -       497.309  (meters)    1631.59   (feet)  ADJUSTED  
 TE1393  ___________________________________________________________________
 TE1393  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TE1393  DYNAMIC HT  -         497.399 (meters)    1631.88  (feet)  COMP
 TE1393  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 TE1393
 TE1393  VERT ORDER  -  SECOND    CLASS 0
 TE1393
 TE1393.The horizontal coordinates were scaled from a topographic map and have
 TE1393.an estimated accuracy of +/- 6 seconds.
 TE1393
 TE1393.The orthometric height was determined by differential leveling
 TE1393.and adjusted by the National Geodetic Survey in June 1991..
 TE1393
 TE1393.The geoid height was determined by GEOID03.
 TE1393
 TE1393.The dynamic height is computed by dividing the NAVD 88
 TE1393.geopotential number by the normal gravity value computed on the
 TE1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1393.degrees latitude (g = 980.6199 gals.).
 TE1393
 TE1393.The modeled gravity was interpolated from observed gravity values.
 TE1393
 TE1393;                    North         East    Units  Estimated Accuracy
 TE1393;SPC ND N     -   129,990.      659,730.      MT  (+/- 180 meters Scaled)
 TE1393
 TE1393                          SUPERSEDED SURVEY CONTROL
 TE1393
 TE1393  NGVD 29 (??/??/92)  496.947  (m)         1630.40   (f) ADJ UNCH    2 0
 TE1393
 TE1393.Superseded values are not recommended for survey control.
 TE1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1393.See file dsdata.txt to determine how the superseded data were derived.
 TE1393
 TE1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU481350(NAD 83)
 TE1393_MARKER: DB = BENCH MARK DISK
 TE1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1393_STAMPING: K 191 1935
 TE1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1393+STABILITY: SURFACE MOTION
 TE1393
 TE1393  HISTORY     - Date     Condition        Report By
 TE1393  HISTORY     - 1935     MONUMENTED       CGS
 TE1393  HISTORY     - 1954     MARK NOT FOUND   NGS
 TE1393
 TE1393                          STATION DESCRIPTION
 TE1393
 TE1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 TE1393'0.3 MI NW FROM BAKER.
 TE1393'0.3 MILE NORTHWEST ALONG A COUNTY ROAD FROM THE SOO LINE RAILROAD
 TE1393'STATION AT BAKER, BENSON COUNTY, 2.0 MILES WEST ALONG ANOTHER COUNTY
 TE1393'ROAD.  AT THE SOUTHEAST CORNER OF SECTION 7, T 154 N, R 70 W, OPPOSITE
 TE1393'AN OLD SCHOOLHOUSE SITE, AT A ROAD INTERSECTION, 68 FEET NORTHWEST OF
 TE1393'THE CENTER OF THE INTERSECTION, 58 FEET NORTH OF THE CENTERLINE OF THE
 TE1393'COUNTY ROAD, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE1393'ROAD, 23.1 FEET NORTH OF THE SOUTHEAST CORNER OF A FIELD FENCE, AND
 TE1393'1.8 FEET WEST OF THE NORTH-AND-SOUTH BARBED-WIRE FENCE. A STANDARD
 TE1393'DISK, STAMPED K 191 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1426 ***********************************************************************
 TE1426  DESIGNATION -  K 192
 TE1426  PID         -  TE1426
 TE1426  STATE/COUNTY-  ND/BENSON
 TE1426  USGS QUAD   -  ESMOND (1958)
 TE1426
 TE1426                         *CURRENT SURVEY CONTROL
 TE1426  ___________________________________________________________________
 TE1426* NAD 83(1986)-  48 07 19.     (N)    099 48 17.     (W)     SCALED    
 TE1426* NAVD 88     -       513.524  (meters)    1684.79   (feet)  ADJUSTED  
 TE1426  ___________________________________________________________________
 TE1426  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 TE1426  DYNAMIC HT  -         513.621 (meters)    1685.10  (feet)  COMP
 TE1426  MODELED GRAV-     980,783.8   (mgal)                       NAVD 88
 TE1426
 TE1426  VERT ORDER  -  SECOND    CLASS 0
 TE1426
 TE1426.The horizontal coordinates were scaled from a topographic map and have
 TE1426.an estimated accuracy of +/- 6 seconds.
 TE1426
 TE1426.The orthometric height was determined by differential leveling
 TE1426.and adjusted by the National Geodetic Survey in June 1991..
 TE1426
 TE1426.The geoid height was determined by GEOID03.
 TE1426
 TE1426.The dynamic height is computed by dividing the NAVD 88
 TE1426.geopotential number by the normal gravity value computed on the
 TE1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1426.degrees latitude (g = 980.6199 gals.).
 TE1426
 TE1426.The modeled gravity was interpolated from observed gravity values.
 TE1426
 TE1426;                    North         East    Units  Estimated Accuracy
 TE1426;SPC ND N     -   124,970.      651,760.      MT  (+/- 180 meters Scaled)
 TE1426
 TE1426                          SUPERSEDED SURVEY CONTROL
 TE1426
 TE1426  NGVD 29 (??/??/92)  513.165  (m)         1683.61   (f) ADJ UNCH    2 0
 TE1426
 TE1426.Superseded values are not recommended for survey control.
 TE1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1426.See file dsdata.txt to determine how the superseded data were derived.
 TE1426
 TE1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU401301(NAD 83)
 TE1426_MARKER: DB = BENCH MARK DISK
 TE1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1426_STAMPING: K 192 1935
 TE1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1426+STABILITY: SURFACE MOTION
 TE1426
 TE1426  HISTORY     - Date     Condition        Report By
 TE1426  HISTORY     - 1935     MONUMENTED       CGS
 TE1426  HISTORY     - 1956     GOOD             NGS
 TE1426
 TE1426                          STATION DESCRIPTION
 TE1426
 TE1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1426'4.0 MI S FROM FILLMORE.
 TE1426'4.0 MILES SOUTH OF FILLMORE, BENSON COUNTY, 1.0 MILES SOUTHWEST OF
 TE1426'SOUTH END OF CRANBERRY LAKE, AT THE CORNER SECTIONS OF 28, 29, 32 AND
 TE1426'33, T 154 N, R 71 W, ON NORTH SLOPE OF SMALL HILL, 230 FEET SOUTH AND
 TE1426'67 FEET EAST OF CROSS ROADS, 12 FEET NORTHEAST OF POWER POLE AND 9
 TE1426'FEET SOUTHEAST OF CORNER FENCE POST.  A STANDARD DISK, STAMPED K 192
 TE1426'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0963 ***********************************************************************
 SM0963  DESIGNATION -  K 194
 SM0963  PID         -  SM0963
 SM0963  STATE/COUNTY-  ND/BENSON
 SM0963  USGS QUAD   -  MADDOCK (1986)
 SM0963
 SM0963                         *CURRENT SURVEY CONTROL
 SM0963  ___________________________________________________________________
 SM0963* NAD 83(1986)-  47 57 45.     (N)    099 37 09.     (W)     SCALED    
 SM0963* NAVD 88     -       481.852  (meters)    1580.88   (feet)  ADJUSTED  
 SM0963  ___________________________________________________________________
 SM0963  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 SM0963  DYNAMIC HT  -         481.926 (meters)    1581.12  (feet)  COMP
 SM0963  MODELED GRAV-     980,749.7   (mgal)                       NAVD 88
 SM0963
 SM0963  VERT ORDER  -  SECOND    CLASS 0
 SM0963
 SM0963.The horizontal coordinates were scaled from a topographic map and have
 SM0963.an estimated accuracy of +/- 6 seconds.
 SM0963
 SM0963.The orthometric height was determined by differential leveling
 SM0963.and adjusted by the National Geodetic Survey in June 1991..
 SM0963
 SM0963.The geoid height was determined by GEOID03.
 SM0963
 SM0963.The dynamic height is computed by dividing the NAVD 88
 SM0963.geopotential number by the normal gravity value computed on the
 SM0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0963.degrees latitude (g = 980.6199 gals.).
 SM0963
 SM0963.The modeled gravity was interpolated from observed gravity values.
 SM0963
 SM0963;                    North         East    Units  Estimated Accuracy
 SM0963;SPC ND N     -   107,390.      665,780.      MT  (+/- 180 meters Scaled)
 SM0963
 SM0963                          SUPERSEDED SURVEY CONTROL
 SM0963
 SM0963  NGVD 29 (??/??/92)  481.476  (m)         1579.64   (f) ADJ UNCH    2 0
 SM0963
 SM0963.Superseded values are not recommended for survey control.
 SM0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0963.See file dsdata.txt to determine how the superseded data were derived.
 SM0963
 SM0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU537123(NAD 83)
 SM0963_MARKER: DB = BENCH MARK DISK
 SM0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0963_STAMPING: K 194 1935
 SM0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0963+STABILITY: SURFACE MOTION
 SM0963
 SM0963  HISTORY     - Date     Condition        Report By
 SM0963  HISTORY     - 1935     MONUMENTED       CGS
 SM0963  HISTORY     - 1956     MARK NOT FOUND   NGS
 SM0963
 SM0963                          STATION DESCRIPTION
 SM0963
 SM0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0963'4.1 MI W FROM MADDOCK.
 SM0963'4.1 MILE WEST ALONG A COUNTY ROAD FROM THE FARMERS STATE BANK BUILDING
 SM0963'AT MADDOCK, BENSON COUNTY, AT THE NORTHEAST CORNER OF SECTION 28, T
 SM0963'152 N, R 70 W, 0.1 MILE EAST OF A FARMHOUSE AT THE FOOT OF A HILL, AT
 SM0963'A ROAD INTERSECTION, 90.5 FEET SOUTHWEST OF THE CENTER OF THE
 SM0963'INTERSECTION, 84.5 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 SM0963'ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 36
 SM0963'FEET WEST OF THE NORTHEAST CORNER OF A PASTURE FENCE, 23 FEET
 SM0963'SOUTHWEST OF THE SOUTH END OF A GALVANIZED-IRON CULVERT AND 0.6 FOOT
 SM0963'NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED K 194 1935
 SM0963'AND SET IN THE TOP OF A CONCRETE POST.
 SM0963
 SM0963                          STATION RECOVERY (1956)
 SM0963
 SM0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SM0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0029 ***********************************************************************
 TG0029  DESIGNATION -  K 2 B 1
 TG0029  PID         -  TG0029
 TG0029  STATE/COUNTY-  ND/WARD
 TG0029  USGS QUAD   -  NIOBE (1949)
 TG0029
 TG0029                         *CURRENT SURVEY CONTROL
 TG0029  ___________________________________________________________________
 TG0029* NAD 83(1986)-  48 41 43.     (N)    102 07 37.     (W)     SCALED    
 TG0029* NAVD 88     -       601.477  (meters)    1973.35   (feet)  ADJUSTED  
 TG0029  ___________________________________________________________________
 TG0029  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 TG0029  DYNAMIC HT  -         601.594 (meters)    1973.73  (feet)  COMP
 TG0029  MODELED GRAV-     980,785.9   (mgal)                       NAVD 88
 TG0029
 TG0029  VERT ORDER  -  FIRST     CLASS II
 TG0029
 TG0029.The horizontal coordinates were scaled from a topographic map and have
 TG0029.an estimated accuracy of +/- 6 seconds.
 TG0029
 TG0029.The orthometric height was determined by differential leveling
 TG0029.and adjusted by the National Geodetic Survey in June 1991..
 TG0029
 TG0029.The geoid height was determined by GEOID03.
 TG0029
 TG0029.The dynamic height is computed by dividing the NAVD 88
 TG0029.geopotential number by the normal gravity value computed on the
 TG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0029.degrees latitude (g = 980.6199 gals.).
 TG0029
 TG0029.The modeled gravity was interpolated from observed gravity values.
 TG0029
 TG0029;                    North         East    Units  Estimated Accuracy
 TG0029;SPC ND N     -   189,760.      480,240.      MT  (+/- 180 meters Scaled)
 TG0029
 TG0029                          SUPERSEDED SURVEY CONTROL
 TG0029
 TG0029  NGVD 29 (??/??/92)  601.08   (m)         1972.0    (f) COMPUTED    1 2
 TG0029
 TG0029.Superseded values are not recommended for survey control.
 TG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0029.See file dsdata.txt to determine how the superseded data were derived.
 TG0029
 TG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP114975(NAD 83)
 TG0029_MARKER: DD = SURVEY DISK
 TG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0029+STABILITY: SURFACE MOTION
 TG0029
 TG0029  HISTORY     - Date     Condition        Report By
 TG0029  HISTORY     - UNK      MONUMENTED       DOD
 TG0029  HISTORY     - 1963     GOOD             NGS
 TG0029
 TG0029                          STATION DESCRIPTION
 TG0029
 TG0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0029'2.85 MI NW FROM KENMARE.
 TG0029'ABOUT 1.4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0029'AT KENMARE, THENCE 1.15 MILES NORTHWEST ALONG COUNTY ROAD 2, THENCE
 TG0029'0.3 MILE NORTH ALONG A FIELD ROAD, AND THE TOP SURFACE OVER THE CENTER
 TG0029'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 TG0029'13-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0028 ***********************************************************************
 TG0028  DESIGNATION -  K 2 B 2
 TG0028  PID         -  TG0028
 TG0028  STATE/COUNTY-  ND/WARD
 TG0028  USGS QUAD   -  KENMARE (1981)
 TG0028
 TG0028                         *CURRENT SURVEY CONTROL
 TG0028  ___________________________________________________________________
 TG0028* NAD 83(1986)-  48 41 25.     (N)    102 07 10.     (W)     SCALED    
 TG0028* NAVD 88     -       599.971  (meters)    1968.40   (feet)  ADJUSTED  
 TG0028  ___________________________________________________________________
 TG0028  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 TG0028  DYNAMIC HT  -         600.088 (meters)    1968.79  (feet)  COMP
 TG0028  MODELED GRAV-     980,785.6   (mgal)                       NAVD 88
 TG0028
 TG0028  VERT ORDER  -  FIRST     CLASS II
 TG0028
 TG0028.The horizontal coordinates were scaled from a topographic map and have
 TG0028.an estimated accuracy of +/- 6 seconds.
 TG0028
 TG0028.The orthometric height was determined by differential leveling
 TG0028.and adjusted by the National Geodetic Survey in June 1991..
 TG0028
 TG0028.The geoid height was determined by GEOID03.
 TG0028
 TG0028.The dynamic height is computed by dividing the NAVD 88
 TG0028.geopotential number by the normal gravity value computed on the
 TG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0028.degrees latitude (g = 980.6199 gals.).
 TG0028
 TG0028.The modeled gravity was interpolated from observed gravity values.
 TG0028
 TG0028;                    North         East    Units  Estimated Accuracy
 TG0028;SPC ND N     -   189,190.      480,780.      MT  (+/- 180 meters Scaled)
 TG0028
 TG0028                          SUPERSEDED SURVEY CONTROL
 TG0028
 TG0028  NGVD 29 (??/??/92)  599.58   (m)         1967.1    (f) COMPUTED    1 2
 TG0028
 TG0028.Superseded values are not recommended for survey control.
 TG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0028.See file dsdata.txt to determine how the superseded data were derived.
 TG0028
 TG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP119970(NAD 83)
 TG0028_MARKER: DD = SURVEY DISK
 TG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0028+STABILITY: SURFACE MOTION
 TG0028
 TG0028  HISTORY     - Date     Condition        Report By
 TG0028  HISTORY     - UNK      MONUMENTED       DOD
 TG0028  HISTORY     - 1963     GOOD             NGS
 TG0028
 TG0028                          STATION DESCRIPTION
 TG0028
 TG0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0028'2.25 MI NW FROM KENMARE.
 TG0028'ABOUT 1.4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0028'AT KENMARE, THENCE 0.85 MILE NORTHWEST ALONG COUNTY ROAD 2, TO THE
 TG0028'CREST OF A HILL, ABOUT 400 FEET SOUTHEAST OF A CURVE IN THE ROAD, 88
 TG0028'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND THE TOP SURFACE
 TG0028'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TG0028'THE TOP OF AN 18-INCH CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0031 ***********************************************************************
 TG0031  DESIGNATION -  K 2 Z
 TG0031  PID         -  TG0031
 TG0031  STATE/COUNTY-  ND/WARD
 TG0031  USGS QUAD   -  NIOBE (1949)
 TG0031
 TG0031                         *CURRENT SURVEY CONTROL
 TG0031  ___________________________________________________________________
 TG0031* NAD 83(1986)-  48 41 28.     (N)    102 08 00.     (W)     SCALED    
 TG0031* NAVD 88     -       600.677  (meters)    1970.72   (feet)  ADJUSTED  
 TG0031  ___________________________________________________________________
 TG0031  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 TG0031  DYNAMIC HT  -         600.794 (meters)    1971.11  (feet)  COMP
 TG0031  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TG0031
 TG0031  VERT ORDER  -  FIRST     CLASS II
 TG0031
 TG0031.The horizontal coordinates were scaled from a topographic map and have
 TG0031.an estimated accuracy of +/- 6 seconds.
 TG0031
 TG0031.The orthometric height was determined by differential leveling
 TG0031.and adjusted by the National Geodetic Survey in June 1991..
 TG0031
 TG0031.The geoid height was determined by GEOID03.
 TG0031
 TG0031.The dynamic height is computed by dividing the NAVD 88
 TG0031.geopotential number by the normal gravity value computed on the
 TG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0031.degrees latitude (g = 980.6199 gals.).
 TG0031
 TG0031.The modeled gravity was interpolated from observed gravity values.
 TG0031
 TG0031;                    North         East    Units  Estimated Accuracy
 TG0031;SPC ND N     -   189,300.      479,760.      MT  (+/- 180 meters Scaled)
 TG0031
 TG0031                          SUPERSEDED SURVEY CONTROL
 TG0031
 TG0031  NGVD 29 (??/??/92)  600.28   (m)         1969.4    (f) COMPUTED    1 2
 TG0031
 TG0031.Superseded values are not recommended for survey control.
 TG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0031.See file dsdata.txt to determine how the superseded data were derived.
 TG0031
 TG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP109970(NAD 83)
 TG0031_MARKER: DS = TRIANGULATION STATION DISK
 TG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0031_STAMPING: K 2 Z 1962
 TG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0031+STABILITY: SURFACE MOTION
 TG0031
 TG0031  HISTORY     - Date     Condition        Report By
 TG0031  HISTORY     - 1962     MONUMENTED       CGS
 TG0031  HISTORY     - 1963     GOOD             NGS
 TG0031
 TG0031                          STATION DESCRIPTION
 TG0031
 TG0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0031'2.9 MI NW FROM KENMARE.
 TG0031'ABOUT 1.4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0031'AT KENMARE, THENCE 1.5 MILES NORTHWEST ALONG COUNTY ROAD 2, ABOUT 200
 TG0031'FEET EAST OF THE EAST END OF A CURVE, 77 FEET NORTH OF THE CENTER LINE
 TG0031'OF THE ROAD, 121 FEET NORTH OF AND ACROSS THE ROAD FROM A POWER POLE,
 TG0031'65 FEET EAST OF K 2 Z R.M. 2, 36.7 FEET WEST OF K 2 Z R.M. 1, 21 FEET
 TG0031'EAST OF THE CENTER LINE OF A FIELD ENTRANCE, 4.5 FEET NORTH OF A METAL
 TG0031'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A METAL
 TG0031'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG0031'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0030 ***********************************************************************
 TG0030  DESIGNATION -  K 2 Z RM 1
 TG0030  PID         -  TG0030
 TG0030  STATE/COUNTY-  ND/WARD
 TG0030  USGS QUAD   -  NIOBE (1949)
 TG0030
 TG0030                         *CURRENT SURVEY CONTROL
 TG0030  ___________________________________________________________________
 TG0030* NAD 83(1986)-  48 41 28.     (N)    102 08 00.     (W)     SCALED    
 TG0030* NAVD 88     -       600.521  (meters)    1970.21   (feet)  ADJUSTED  
 TG0030  ___________________________________________________________________
 TG0030  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 TG0030  DYNAMIC HT  -         600.637 (meters)    1970.59  (feet)  COMP
 TG0030  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TG0030
 TG0030  VERT ORDER  -  FIRST     CLASS II
 TG0030
 TG0030.The horizontal coordinates were scaled from a topographic map and have
 TG0030.an estimated accuracy of +/- 6 seconds.
 TG0030
 TG0030.The orthometric height was determined by differential leveling
 TG0030.and adjusted by the National Geodetic Survey in June 1991..
 TG0030
 TG0030.The geoid height was determined by GEOID03.
 TG0030
 TG0030.The dynamic height is computed by dividing the NAVD 88
 TG0030.geopotential number by the normal gravity value computed on the
 TG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0030.degrees latitude (g = 980.6199 gals.).
 TG0030
 TG0030.The modeled gravity was interpolated from observed gravity values.
 TG0030
 TG0030;                    North         East    Units  Estimated Accuracy
 TG0030;SPC ND N     -   189,300.      479,760.      MT  (+/- 180 meters Scaled)
 TG0030
 TG0030                          SUPERSEDED SURVEY CONTROL
 TG0030
 TG0030  NGVD 29 (??/??/92)  600.12   (m)         1968.9    (f) COMPUTED    1 2
 TG0030
 TG0030.Superseded values are not recommended for survey control.
 TG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0030.See file dsdata.txt to determine how the superseded data were derived.
 TG0030
 TG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP109970(NAD 83)
 TG0030_MARKER: DR = REFERENCE MARK DISK
 TG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0030_STAMPING: K 2 Z NO 1 1962
 TG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0030+STABILITY: SURFACE MOTION
 TG0030
 TG0030  HISTORY     - Date     Condition        Report By
 TG0030  HISTORY     - 1962     MONUMENTED       CGS
 TG0030  HISTORY     - 1963     GOOD             NGS
 TG0030
 TG0030                          STATION DESCRIPTION
 TG0030
 TG0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0030'2.9 MI NW FROM KENMARE.
 TG0030'ABOUT 1.4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0030'AT KENMARE, THENCE 1.5 MILES NORTHWEST ALONG COUNTY ROAD 2, ABOUT 200
 TG0030'FEET EAST OF THE EAST END OF A CURVE, 76 FEET NORTH OF THE CENTER LINE
 TG0030'OF THE ROAD, 36.7 FEET EAST OF K 2 Z 1962, ABOUT LEVEL WITH THE ROAD,
 TG0030'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0032 ***********************************************************************
 TG0032  DESIGNATION -  K 2 Z RM 2
 TG0032  PID         -  TG0032
 TG0032  STATE/COUNTY-  ND/WARD
 TG0032  USGS QUAD   -  NIOBE (1949)
 TG0032
 TG0032                         *CURRENT SURVEY CONTROL
 TG0032  ___________________________________________________________________
 TG0032* NAD 83(1986)-  48 41 28.     (N)    102 08 01.     (W)     SCALED    
 TG0032* NAVD 88     -       600.496  (meters)    1970.13   (feet)  ADJUSTED  
 TG0032  ___________________________________________________________________
 TG0032  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TG0032  DYNAMIC HT  -         600.613 (meters)    1970.51  (feet)  COMP
 TG0032  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TG0032
 TG0032  VERT ORDER  -  FIRST     CLASS II
 TG0032
 TG0032.The horizontal coordinates were scaled from a topographic map and have
 TG0032.an estimated accuracy of +/- 6 seconds.
 TG0032
 TG0032.The orthometric height was determined by differential leveling
 TG0032.and adjusted by the National Geodetic Survey in June 1991..
 TG0032
 TG0032.The geoid height was determined by GEOID03.
 TG0032
 TG0032.The dynamic height is computed by dividing the NAVD 88
 TG0032.geopotential number by the normal gravity value computed on the
 TG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0032.degrees latitude (g = 980.6199 gals.).
 TG0032
 TG0032.The modeled gravity was interpolated from observed gravity values.
 TG0032
 TG0032;                    North         East    Units  Estimated Accuracy
 TG0032;SPC ND N     -   189,300.      479,740.      MT  (+/- 180 meters Scaled)
 TG0032
 TG0032                          SUPERSEDED SURVEY CONTROL
 TG0032
 TG0032  NGVD 29 (??/??/92)  600.10   (m)         1968.8    (f) COMPUTED    1 2
 TG0032
 TG0032.Superseded values are not recommended for survey control.
 TG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0032.See file dsdata.txt to determine how the superseded data were derived.
 TG0032
 TG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP109970(NAD 83)
 TG0032_MARKER: DR = REFERENCE MARK DISK
 TG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0032_STAMPING: K 2 Z NO 2 1962
 TG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0032+STABILITY: SURFACE MOTION
 TG0032
 TG0032  HISTORY     - Date     Condition        Report By
 TG0032  HISTORY     - 1962     MONUMENTED       CGS
 TG0032  HISTORY     - 1963     GOOD             NGS
 TG0032
 TG0032                          STATION DESCRIPTION
 TG0032
 TG0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0032'2.9 MI NW FROM KENMARE.
 TG0032'ABOUT 1.4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0032'AT KENMARE, THENCE 1.5 MILES NORTHWEST ALONG COUNTY ROAD 2, 78 FEET
 TG0032'NORTH OF THE CENTER LINE OF THE ROAD, 65 FEET WEST OF K 2 Z 1962,
 TG0032'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0032'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0150 ***********************************************************************
 RS0150  DESIGNATION -  K 20
 RS0150  PID         -  RS0150
 RS0150  STATE/COUNTY-  ND/SLOPE
 RS0150  USGS QUAD   -  DAGLUM SE (1982)
 RS0150
 RS0150                         *CURRENT SURVEY CONTROL
 RS0150  ___________________________________________________________________
 RS0150* NAD 83(1986)-  46 31 34.     (N)    103 02 33.     (W)     SCALED    
 RS0150* NAVD 88     -       848.686  (meters)    2784.40   (feet)  ADJUSTED  
 RS0150  ___________________________________________________________________
 RS0150  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 RS0150  DYNAMIC HT  -         848.633 (meters)    2784.22  (feet)  COMP
 RS0150  MODELED GRAV-     980,523.0   (mgal)                       NAVD 88
 RS0150
 RS0150  VERT ORDER  -  FIRST     CLASS II
 RS0150
 RS0150.The horizontal coordinates were scaled from a topographic map and have
 RS0150.an estimated accuracy of +/- 6 seconds.
 RS0150
 RS0150.The orthometric height was determined by differential leveling
 RS0150.and adjusted by the National Geodetic Survey in June 1991..
 RS0150
 RS0150.The geoid height was determined by GEOID03.
 RS0150
 RS0150.The dynamic height is computed by dividing the NAVD 88
 RS0150.geopotential number by the normal gravity value computed on the
 RS0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0150.degrees latitude (g = 980.6199 gals.).
 RS0150
 RS0150.The modeled gravity was interpolated from observed gravity values.
 RS0150
 RS0150;                    North         East    Units  Estimated Accuracy
 RS0150;SPC ND S     -    98,690.      404,970.      MT  (+/- 180 meters Scaled)
 RS0150
 RS0150                          SUPERSEDED SURVEY CONTROL
 RS0150
 RS0150  NGVD 29 (??/??/92)  848.154  (m)         2782.65   (f) ADJ UNCH    1 2
 RS0150
 RS0150.Superseded values are not recommended for survey control.
 RS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0150.See file dsdata.txt to determine how the superseded data were derived.
 RS0150
 RS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM501543(NAD 83)
 RS0150_MARKER: DB = BENCH MARK DISK
 RS0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0150_SP_SET: ABUTMENT
 RS0150_STAMPING: K 20 1934
 RS0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0150
 RS0150  HISTORY     - Date     Condition        Report By
 RS0150  HISTORY     - 1934     MONUMENTED       CGS
 RS0150  HISTORY     - 1941     GOOD             NGS
 RS0150
 RS0150                          STATION DESCRIPTION
 RS0150
 RS0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RS0150'9.3 MI W FROM NEW ENGLAND.
 RS0150'IN SLOPE COUNTY, 9.3 MILES WEST ALONG STATE HIGHWAY 21 FROM NEW
 RS0150'ENGLAND, HETTINGER COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF
 RS0150'THE EAST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 RS0150'K 20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0198 ***********************************************************************
 SM0198  DESIGNATION -  K 202
 SM0198  PID         -  SM0198
 SM0198  STATE/COUNTY-  ND/GRIGGS
 SM0198  USGS QUAD   -  JESSIE (1961)
 SM0198
 SM0198                         *CURRENT SURVEY CONTROL
 SM0198  ___________________________________________________________________
 SM0198* NAD 83(1986)-  47 37 29.     (N)    098 10 34.     (W)     SCALED    
 SM0198* NAVD 88     -       446.241  (meters)    1464.04   (feet)  ADJUSTED  
 SM0198  ___________________________________________________________________
 SM0198  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 SM0198  DYNAMIC HT  -         446.305 (meters)    1464.25  (feet)  COMP
 SM0198  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 SM0198
 SM0198  VERT ORDER  -  SECOND    CLASS 0
 SM0198
 SM0198.The horizontal coordinates were scaled from a topographic map and have
 SM0198.an estimated accuracy of +/- 6 seconds.
 SM0198
 SM0198.The orthometric height was determined by differential leveling
 SM0198.and adjusted by the National Geodetic Survey in June 1991..
 SM0198
 SM0198.The geoid height was determined by GEOID03.
 SM0198
 SM0198.The dynamic height is computed by dividing the NAVD 88
 SM0198.geopotential number by the normal gravity value computed on the
 SM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0198.degrees latitude (g = 980.6199 gals.).
 SM0198
 SM0198.The modeled gravity was interpolated from observed gravity values.
 SM0198
 SM0198;                    North         East    Units  Estimated Accuracy
 SM0198;SPC ND N     -    72,090.      774,640.      MT  (+/- 180 meters Scaled)
 SM0198
 SM0198                          SUPERSEDED SURVEY CONTROL
 SM0198
 SM0198  NGVD 29 (??/??/92)  445.900  (m)         1462.92   (f) ADJ UNCH    2 0
 SM0198
 SM0198.Superseded values are not recommended for survey control.
 SM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0198.See file dsdata.txt to determine how the superseded data were derived.
 SM0198
 SM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT619749(NAD 83)
 SM0198_MARKER: DB = BENCH MARK DISK
 SM0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0198_STAMPING: K 202 1935
 SM0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0198+STABILITY: SURFACE MOTION
 SM0198
 SM0198  HISTORY     - Date     Condition        Report By
 SM0198  HISTORY     - 1935     MONUMENTED       CGS
 SM0198  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0198
 SM0198                          STATION DESCRIPTION
 SM0198
 SM0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0198'12.7 MI NE FROM BINFORD.
 SM0198'8.1 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0198'RAILWAY STATION AT BINFORD, GRIGGS COUNTY, 4.6 MILES NORTH ALONG A
 SM0198'SECTION-LINE ROAD.  AT SECTION 21, T. 148 N., R. 59 W., AT A CURVE,
 SM0198'300 FEET EAST OF THE THOR NELSON FARMHOUSE, 54.4 FEET SOUTH OF THE
 SM0198'SOUTHWEST CORNER OF A FIELD FENCE, 39 FEET WEST OF THE CENTERLINE OF
 SM0198'THE ROAD, AND 2 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED K 202
 SM0198'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE HAS BEEN
 SM0198'ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0105 ***********************************************************************
 SM0105  DESIGNATION -  K 203
 SM0105  PID         -  SM0105
 SM0105  STATE/COUNTY-  ND/NELSON
 SM0105  USGS QUAD   -  TOLNA (1951)
 SM0105
 SM0105                         *CURRENT SURVEY CONTROL
 SM0105  ___________________________________________________________________
 SM0105* NAD 83(1986)-  47 48 09.     (N)    098 26 22.     (W)     SCALED    
 SM0105* NAVD 88     -       443.971  (meters)    1456.59   (feet)  ADJUSTED  
 SM0105  ___________________________________________________________________
 SM0105  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM0105  DYNAMIC HT  -         444.044 (meters)    1456.83  (feet)  COMP
 SM0105  MODELED GRAV-     980,762.1   (mgal)                       NAVD 88
 SM0105
 SM0105  VERT ORDER  -  SECOND    CLASS 0
 SM0105
 SM0105.The horizontal coordinates were scaled from a topographic map and have
 SM0105.an estimated accuracy of +/- 6 seconds.
 SM0105
 SM0105.The orthometric height was determined by differential leveling
 SM0105.and adjusted by the National Geodetic Survey in June 1991..
 SM0105
 SM0105.The geoid height was determined by GEOID03.
 SM0105
 SM0105.The dynamic height is computed by dividing the NAVD 88
 SM0105.geopotential number by the normal gravity value computed on the
 SM0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0105.degrees latitude (g = 980.6199 gals.).
 SM0105
 SM0105.The modeled gravity was interpolated from observed gravity values.
 SM0105
 SM0105;                    North         East    Units  Estimated Accuracy
 SM0105;SPC ND N     -    91,290.      754,330.      MT  (+/- 180 meters Scaled)
 SM0105
 SM0105                          SUPERSEDED SURVEY CONTROL
 SM0105
 SM0105  NGVD 29 (??/??/92)  443.62   (m)         1455.4    (f) COMPUTED    2 0
 SM0105
 SM0105.Superseded values are not recommended for survey control.
 SM0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0105.See file dsdata.txt to determine how the superseded data were derived.
 SM0105
 SM0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT419945(NAD 83)
 SM0105_MARKER: DB = BENCH MARK DISK
 SM0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0105_STAMPING: K 203 1935
 SM0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0105+STABILITY: SURFACE MOTION
 SM0105
 SM0105  HISTORY     - Date     Condition        Report By
 SM0105  HISTORY     - 1935     MONUMENTED       CGS
 SM0105  HISTORY     - 1963     GOOD             NGS
 SM0105
 SM0105                          STATION DESCRIPTION
 SM0105
 SM0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0105'1.6 MI S FROM TOLNA.
 SM0105'1.6 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 SM0105'RAILWAY STATION AT TOLNA, NELSON COUNTY, AT THE CORNER COMMON TO
 SM0105'SECTIONS 10, 11, 14 AND 15, T. 150 N., R. 61 W., AT THE INTERSECTION
 SM0105'OF STATE HIGHWAY 15, 63.2 FEET SOUTHEAST OF THE CENTER OF THE
 SM0105'INTERSECTION, 48.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18.1
 SM0105'FEET SOUTH OF A POWER-LINE POLE, 6.7 FEET EAST OF THE NORTHWEST CORNER
 SM0105'OF A FENCE, AND 1.3 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 SM0105'DISK, STAMPED K 203 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0105'THERE HAS BEEN ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0563 ***********************************************************************
 SM0563  DESIGNATION -  K 206
 SM0563  PID         -  SM0563
 SM0563  STATE/COUNTY-  ND/FOSTER
 SM0563  USGS QUAD   -  KENSAL SE (1982)
 SM0563
 SM0563                         *CURRENT SURVEY CONTROL
 SM0563  ___________________________________________________________________
 SM0563* NAD 83(1986)-  47 21 21.     (N)    098 36 14.     (W)     SCALED    
 SM0563* NAVD 88     -       466.774  (meters)    1531.41   (feet)  ADJUSTED  
 SM0563  ___________________________________________________________________
 SM0563  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SM0563  DYNAMIC HT  -         466.818 (meters)    1531.55  (feet)  COMP
 SM0563  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 SM0563
 SM0563  VERT ORDER  -  SECOND    CLASS 0
 SM0563
 SM0563.The horizontal coordinates were scaled from a topographic map and have
 SM0563.an estimated accuracy of +/- 6 seconds.
 SM0563
 SM0563.The orthometric height was determined by differential leveling
 SM0563.and adjusted by the National Geodetic Survey in June 1991..
 SM0563
 SM0563.The geoid height was determined by GEOID03.
 SM0563
 SM0563.The dynamic height is computed by dividing the NAVD 88
 SM0563.geopotential number by the normal gravity value computed on the
 SM0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0563.degrees latitude (g = 980.6199 gals.).
 SM0563
 SM0563.The modeled gravity was interpolated from observed gravity values.
 SM0563
 SM0563;                    North         East    Units  Estimated Accuracy
 SM0563;SPC ND N     -    41,330.      743,240.      MT  (+/- 180 meters Scaled)
 SM0563
 SM0563                          SUPERSEDED SURVEY CONTROL
 SM0563
 SM0563  NGVD 29 (??/??/92)  466.404  (m)         1530.19   (f) ADJ UNCH    2 0
 SM0563
 SM0563.Superseded values are not recommended for survey control.
 SM0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0563.See file dsdata.txt to determine how the superseded data were derived.
 SM0563
 SM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT299447(NAD 83)
 SM0563_MARKER: DB = BENCH MARK DISK
 SM0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0563_STAMPING: K 206 1935
 SM0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0563+STABILITY: SURFACE MOTION
 SM0563
 SM0563  HISTORY     - Date     Condition        Report By
 SM0563  HISTORY     - 1935     MONUMENTED       CGS
 SM0563  HISTORY     - 1960     GOOD             NGS
 SM0563
 SM0563                          STATION DESCRIPTION
 SM0563
 SM0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0563'11 MI SW FROM SUTTON.
 SM0563'IN FOSTER COUNTY, 0.3 MILE EAST ALONG A SECTION-LINE ROAD FROM THE
 SM0563'GREAT NORTHERN RAILWAY STATION AT SUTTON, GRIGGS COUNTY, THENCE 3.0
 SM0563'MILES SOUTH AND 8.0 MILES WEST ALONG SECTION-LINE ROADS.  AT THE
 SM0563'SOUTHWEST CORNER OF SECTION 20, T. 145 N., R. 62 W., 600 FEET EAST OF
 SM0563'A ROAD INTERSECTION, 120 FEET NORTH OF THE CENTER LINE OF THE
 SM0563'EAST-AND-WEST ROAD, AT THE YARD OF EASTMAN DIST. SCHOOL NO. 1, 6.5
 SM0563'FEET EAST OF THE SOUTH ENTRANCE DOOR TO THE SCHOOL, 3.8 FEET WEST OF
 SM0563'THE SOUTHEAST CORNER OF THE BUILDING, AND 1.6 FEET SOUTH OF THE SOUTH
 SM0563'SIDE OF THE BUILDING.  A STANDARD DISK, STAMPED K 206 1935 AND SET IN
 SM0563'THE TOP OF A CONCRETE POST.  NOTE-- THE SCHOOL HOUSE, THAT WAS NEAR
 SM0563'THE MARK, HAS EVIDENTLY BEEN MOVED.  THE MARK WAS RECOVERED ABOUT 55
 SM0563'FEET SOUTH OF THE FRONT OF THE SCHOOL HOUSE AND 1 1/2 FEET EAST OF A
 SM0563'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0259 ***********************************************************************
 RQ0259  DESIGNATION -  K 209
 RQ0259  PID         -  RQ0259
 RQ0259  STATE/COUNTY-  ND/STUTSMAN
 RQ0259  USGS QUAD   -  HOMER (1990)
 RQ0259
 RQ0259                         *CURRENT SURVEY CONTROL
 RQ0259  ___________________________________________________________________
 RQ0259* NAD 83(1986)-  46 46 33.     (N)    098 42 45.     (W)     SCALED    
 RQ0259* NAVD 88     -       447.938  (meters)    1469.61   (feet)  ADJUSTED  
 RQ0259  ___________________________________________________________________
 RQ0259  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0259  DYNAMIC HT  -         447.953 (meters)    1469.66  (feet)  COMP
 RQ0259  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 RQ0259
 RQ0259  VERT ORDER  -  SECOND    CLASS 0
 RQ0259
 RQ0259.The horizontal coordinates were scaled from a topographic map and have
 RQ0259.an estimated accuracy of +/- 6 seconds.
 RQ0259
 RQ0259.The orthometric height was determined by differential leveling
 RQ0259.and adjusted by the National Geodetic Survey in June 1991..
 RQ0259
 RQ0259.The geoid height was determined by GEOID03.
 RQ0259
 RQ0259.The dynamic height is computed by dividing the NAVD 88
 RQ0259.geopotential number by the normal gravity value computed on the
 RQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0259.degrees latitude (g = 980.6199 gals.).
 RQ0259
 RQ0259.The modeled gravity was interpolated from observed gravity values.
 RQ0259
 RQ0259;                    North         East    Units  Estimated Accuracy
 RQ0259;SPC ND S     -   124,840.      736,500.      MT  (+/- 180 meters Scaled)
 RQ0259
 RQ0259                          SUPERSEDED SURVEY CONTROL
 RQ0259
 RQ0259  NGVD 29 (??/??/92)  447.566  (m)         1468.39   (f) ADJ UNCH    2 0
 RQ0259
 RQ0259.Superseded values are not recommended for survey control.
 RQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0259.See file dsdata.txt to determine how the superseded data were derived.
 RQ0259
 RQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS219802(NAD 83)
 RQ0259_MARKER: DB = BENCH MARK DISK
 RQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0259_STAMPING: K-209 1935
 RQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0259+STABILITY: SURFACE MOTION
 RQ0259
 RQ0259  HISTORY     - Date     Condition        Report By
 RQ0259  HISTORY     - 1935     MONUMENTED       CGS
 RQ0259
 RQ0259                          STATION DESCRIPTION
 RQ0259
 RQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RQ0259'9.4 MI S FROM JAMESTOWN.
 RQ0259'9.4 MILES SOUTH OF, ALONG U.S. HWY. NO. 281, FROM POST OFFICE T 138 N,
 RQ0259'R 64 W, N.W. CORNER OF SECTION 13.  MARK SET IN NORTHWEST CORNER OF
 RQ0259'SYDNEY NO. 1 SCHOOL YARD.  ABOUT 285 FEET NORTH OF NORTHWEST CORNER OF
 RQ0259'SYDNEY NO.1 SCHOOL HOUSE.  55.2 FEET SOUTHEAST OF CENTERLINE OF U.S.
 RQ0259'HWY. NO. 281 AND CROSS ROAD.  40.1 FEET EAST OF CENTERLINE OF U.S.
 RQ0259'HWY. NO. 281.  8.9 FEET SOUTHEAST OF POWER POLE. 3.2 FEET SOUTHEAST OF
 RQ0259'NORTHWEST CORNER OF SCHOOL YARD FENCE.  TABLET SET IN PRECAST CONCRETE
 RQ0259'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0260 ***********************************************************************
 RQ0260  DESIGNATION -  K 209 RESET
 RQ0260  PID         -  RQ0260
 RQ0260  STATE/COUNTY-  ND/STUTSMAN
 RQ0260  USGS QUAD   -  HOMER (1990)
 RQ0260
 RQ0260                         *CURRENT SURVEY CONTROL
 RQ0260  ___________________________________________________________________
 RQ0260* NAD 83(1986)-  46 46 33.     (N)    098 42 45.     (W)     SCALED    
 RQ0260* NAVD 88     -       446.54   (+/-2cm)    1465.0    (feet)  VERTCON   
 RQ0260  ___________________________________________________________________
 RQ0260  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0260
 RQ0260  VERT ORDER  -  THIRD (See Below)
 RQ0260
 RQ0260.The horizontal coordinates were scaled from a topographic map and have
 RQ0260.an estimated accuracy of +/- 6 seconds.
 RQ0260
 RQ0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0260.The vertical order pertains to the NGVD 29 superseded value.
 RQ0260
 RQ0260.The geoid height was determined by GEOID03.
 RQ0260
 RQ0260;                    North         East    Units  Estimated Accuracy
 RQ0260;SPC ND S     -   124,840.      736,500.      MT  (+/- 180 meters Scaled)
 RQ0260
 RQ0260                          SUPERSEDED SURVEY CONTROL
 RQ0260
 RQ0260  NGVD 29 (11/04/04)  446.17   (m)         1463.8    (f) RESET       3  
 RQ0260
 RQ0260.Superseded values are not recommended for survey control.
 RQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0260.See file dsdata.txt to determine how the superseded data were derived.
 RQ0260
 RQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS219802(NAD 83)
 RQ0260_MARKER: DB = BENCH MARK DISK
 RQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0260_STAMPING: K 209 RESET 1959
 RQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0260+STABILITY: SURFACE MOTION
 RQ0260
 RQ0260  HISTORY     - Date     Condition        Report By
 RQ0260  HISTORY     - 1959     MONUMENTED       CGS
 RQ0260
 RQ0260                          STATION DESCRIPTION
 RQ0260
 RQ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RQ0260'9.4 MI S FROM JAMESTOWN.
 RQ0260'ABOUT 9.4 MILES SOUTH ALONG U. S. HIGHWAY 281, JUST NORTH OF A COUNTRY
 RQ0260'SCHOOL THAT WILL PROBABLY BE TORN DOWN, AT A SIDE ROAD LEADING WEST,
 RQ0260'100 FEET EAST OF THE CENTERLINE OF U. S. HIGHWAY 281 AND 34 FEET NORTH
 RQ0260'OF THE CENTERLINE EXTENDED OF THE ROAD LEADING WEST, AND SET IN THE
 RQ0260'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0330 ***********************************************************************
 RR0330  DESIGNATION -  K 21
 RR0330  PID         -  RR0330
 RR0330  STATE/COUNTY-  ND/MORTON
 RR0330  USGS QUAD   -  NEW SALEM (1980)
 RR0330
 RR0330                         *CURRENT SURVEY CONTROL
 RR0330  ___________________________________________________________________
 RR0330* NAD 83(1986)-  46 47 54.     (N)    101 23 07.     (W)     SCALED    
 RR0330* NAVD 88     -       703.261  (meters)    2307.28   (feet)  ADJUSTED  
 RR0330  ___________________________________________________________________
 RR0330  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 RR0330  DYNAMIC HT  -         703.261 (meters)    2307.28  (feet)  COMP
 RR0330  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 RR0330
 RR0330  VERT ORDER  -  FIRST     CLASS II
 RR0330
 RR0330.The horizontal coordinates were scaled from a topographic map and have
 RR0330.an estimated accuracy of +/- 6 seconds.
 RR0330
 RR0330.The orthometric height was determined by differential leveling
 RR0330.and adjusted by the National Geodetic Survey in June 1991..
 RR0330
 RR0330.The geoid height was determined by GEOID03.
 RR0330
 RR0330.The dynamic height is computed by dividing the NAVD 88
 RR0330.geopotential number by the normal gravity value computed on the
 RR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0330.degrees latitude (g = 980.6199 gals.).
 RR0330
 RR0330.The modeled gravity was interpolated from observed gravity values.
 RR0330
 RR0330;                    North         East    Units  Estimated Accuracy
 RR0330;SPC ND S     -   126,170.      532,420.      MT  (+/- 180 meters Scaled)
 RR0330
 RR0330                          SUPERSEDED SURVEY CONTROL
 RR0330
 RR0330  NGVD 29 (??/??/92)  702.826  (m)         2305.86   (f) ADJ UNCH    1 2
 RR0330
 RR0330.Superseded values are not recommended for survey control.
 RR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0330.See file dsdata.txt to determine how the superseded data were derived.
 RR0330
 RR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS179855(NAD 83)
 RR0330_MARKER: DB = BENCH MARK DISK
 RR0330_SETTING: 80 = SET IN A BOULDER
 RR0330_SP_SET: BOULDER
 RR0330_STAMPING: K 21 1933
 RR0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0330+STABILITY: SURFACE MOTION
 RR0330
 RR0330  HISTORY     - Date     Condition        Report By
 RR0330  HISTORY     - 1933     MONUMENTED       CGS
 RR0330  HISTORY     - 1956     GOOD             NGS
 RR0330  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0330  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0330  HISTORY     - 1985     MARK NOT FOUND   NGS
 RR0330
 RR0330                          STATION DESCRIPTION
 RR0330
 RR0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0330'4.3 MI S FROM NEW SALEM.
 RR0330'4.3 MILES SOUTH ALONG STATE HIGHWAY 31 FROM NEW SALEM, MORTON COUNTY,
 RR0330'0.3 MILE SOUTH OF A RANCH HOUSE, ON A HIGH HILL, DIRECTLY IN LINE WITH
 RR0330'A FENCE,, 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 RR0330'TOP OF A GRANITE BOULDER, FLUSH WITH THE GROUND.  A STANDARD DISK,
 RR0330'STAMPED K 21 1933.
 RR0330
 RR0330                          STATION RECOVERY (1967)
 RR0330
 RR0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0330'MARK NOT FOUND.
 RR0330
 RR0330                          STATION RECOVERY (1982)
 RR0330
 RR0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0330'MARK NOT FOUND.
 RR0330
 RR0330                          STATION RECOVERY (1985)
 RR0330
 RR0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0330'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0394 ***********************************************************************
 TD0394  DESIGNATION -  K 211
 TD0394  PID         -  TD0394
 TD0394  STATE/COUNTY-  ND/WALSH
 TD0394  USGS QUAD   -  EDINBURG NW (1972)
 TD0394
 TD0394                         *CURRENT SURVEY CONTROL
 TD0394  ___________________________________________________________________
 TD0394* NAD 83(1986)-  48 29 33.     (N)    097 58 14.     (W)     SCALED    
 TD0394* NAVD 88     -       436.447  (meters)    1431.91   (feet)  ADJUSTED  
 TD0394  ___________________________________________________________________
 TD0394  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0394  DYNAMIC HT  -         436.534 (meters)    1432.20  (feet)  COMP
 TD0394  MODELED GRAV-     980,796.3   (mgal)                       NAVD 88
 TD0394
 TD0394  VERT ORDER  -  SECOND    CLASS 0
 TD0394
 TD0394.The horizontal coordinates were scaled from a topographic map and have
 TD0394.an estimated accuracy of +/- 6 seconds.
 TD0394
 TD0394.The orthometric height was determined by differential leveling
 TD0394.and adjusted by the National Geodetic Survey in June 1991..
 TD0394
 TD0394.The geoid height was determined by GEOID03.
 TD0394
 TD0394.The dynamic height is computed by dividing the NAVD 88
 TD0394.geopotential number by the normal gravity value computed on the
 TD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0394.degrees latitude (g = 980.6199 gals.).
 TD0394
 TD0394.The modeled gravity was interpolated from observed gravity values.
 TD0394
 TD0394;                    North         East    Units  Estimated Accuracy
 TD0394;SPC ND N     -   169,010.      786,920.      MT  (+/- 180 meters Scaled)
 TD0394
 TD0394                          SUPERSEDED SURVEY CONTROL
 TD0394
 TD0394  NGVD 29 (??/??/92)  436.084  (m)         1430.72   (f) ADJ UNCH    2 0
 TD0394
 TD0394.Superseded values are not recommended for survey control.
 TD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0394.See file dsdata.txt to determine how the superseded data were derived.
 TD0394
 TD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU760715(NAD 83)
 TD0394_MARKER: DB = BENCH MARK DISK
 TD0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0394_STAMPING: K 211 1935
 TD0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0394+STABILITY: SURFACE MOTION
 TD0394
 TD0394  HISTORY     - Date     Condition        Report By
 TD0394  HISTORY     - 1935     MONUMENTED       CGS
 TD0394  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0394
 TD0394                          STATION DESCRIPTION
 TD0394
 TD0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0394'5.7 MI W FROM EDINBURG.
 TD0394'5.3 MILES WEST ALONG COUNTY ROAD 9 FROM THE GREAT NORTHERN RAILWAY
 TD0394'STATION AT EDINBURG, WALSH COUNTY, AT THE SOUTHEAST CORNER OF THE NE.
 TD0394'1/4, SEC. 22 T. 158 N., R. 57 W., 0.5 MILE NORTH OF DISTRICT SCHOOL
 TD0394'92, 0.3 MILE SOUTH OF A LARGE RED BARN, AT A SECTION-LINE ROAD
 TD0394'CROSSING, 39.7 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 32.4
 TD0394'FEET WEST OF THE CENTERLINE OF THE SECTION-LINE ROAD, 7.6 FEET NORTH
 TD0394'OF A POLE, AND 0.7 FOOT NORTH OF A WHITE MARKER POST.  A STANDARD
 TD0394'DISK, STAMPED K 211 1935 AND SET IN THE TOP OF A CONCRETE POST
 TD0394'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0300 ***********************************************************************
 RR0300  DESIGNATION -  K 212
 RR0300  PID         -  RR0300
 RR0300  STATE/COUNTY-  ND/BURLEIGH
 RR0300  USGS QUAD   -  BURNT BUTTE (1979)
 RR0300
 RR0300                         *CURRENT SURVEY CONTROL
 RR0300  ___________________________________________________________________
 RR0300* NAD 83(1986)-  46 57 50.     (N)    100 45 51.     (W)     SCALED    
 RR0300* NAVD 88     -       552.896  (meters)    1813.96   (feet)  ADJUSTED  
 RR0300  ___________________________________________________________________
 RR0300  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0300  DYNAMIC HT  -         552.901 (meters)    1813.98  (feet)  COMP
 RR0300  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 RR0300
 RR0300  VERT ORDER  -  FIRST     CLASS II
 RR0300
 RR0300.The horizontal coordinates were scaled from a topographic map and have
 RR0300.an estimated accuracy of +/- 6 seconds.
 RR0300
 RR0300.The orthometric height was determined by differential leveling
 RR0300.and adjusted by the National Geodetic Survey in June 1991..
 RR0300
 RR0300.The geoid height was determined by GEOID03.
 RR0300
 RR0300.The dynamic height is computed by dividing the NAVD 88
 RR0300.geopotential number by the normal gravity value computed on the
 RR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0300.degrees latitude (g = 980.6199 gals.).
 RR0300
 RR0300.The modeled gravity was interpolated from observed gravity values.
 RR0300
 RR0300;                    North         East    Units  Estimated Accuracy
 RR0300;SPC ND S     -   144,230.      579,900.      MT  (+/- 180 meters Scaled)
 RR0300
 RR0300                          SUPERSEDED SURVEY CONTROL
 RR0300
 RR0300  NGVD 29 (??/??/92)  552.467  (m)         1812.55   (f) ADJ UNCH    1 2
 RR0300
 RR0300.Superseded values are not recommended for survey control.
 RR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0300.See file dsdata.txt to determine how the superseded data were derived.
 RR0300
 RR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT657026(NAD 83)
 RR0300_MARKER: DB = BENCH MARK DISK
 RR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0300_STAMPING: K 212 1962
 RR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0300+STABILITY: SURFACE MOTION
 RR0300
 RR0300  HISTORY     - Date     Condition        Report By
 RR0300  HISTORY     - 1962     MONUMENTED       CGS
 RR0300
 RR0300                          STATION DESCRIPTION
 RR0300
 RR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0300'4.5 MI S FROM BALDWIN.
 RR0300'ABOUT 4.5 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0300'STATION AT BALDWIN, AT MILEPOST 547, 41.4 FEET WEST OF THE WEST RAIL,
 RR0300'10.4 FEET WEST OF THE MILEPOST, 2 FEET EAST OF A FENCE LINE, 1.3 FEET
 RR0300'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0300'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0834 ***********************************************************************
 SN0834  DESIGNATION -  K 213
 SN0834  PID         -  SN0834
 SN0834  STATE/COUNTY-  ND/MCLEAN
 SN0834  USGS QUAD   -  WASHBURN (1980)
 SN0834
 SN0834                         *CURRENT SURVEY CONTROL
 SN0834  ___________________________________________________________________
 SN0834* NAD 83(1986)-  47 20 07.     (N)    101 04 57.     (W)     SCALED    
 SN0834* NAVD 88     -       559.172  (meters)    1834.55   (feet)  ADJUSTED  
 SN0834  ___________________________________________________________________
 SN0834  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 SN0834  DYNAMIC HT  -         559.215 (meters)    1834.69  (feet)  COMP
 SN0834  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 SN0834
 SN0834  VERT ORDER  -  FIRST     CLASS II
 SN0834
 SN0834.The horizontal coordinates were scaled from a topographic map and have
 SN0834.an estimated accuracy of +/- 6 seconds.
 SN0834
 SN0834.The orthometric height was determined by differential leveling
 SN0834.and adjusted by the National Geodetic Survey in June 1991..
 SN0834
 SN0834.The geoid height was determined by GEOID03.
 SN0834
 SN0834.The dynamic height is computed by dividing the NAVD 88
 SN0834.geopotential number by the normal gravity value computed on the
 SN0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0834.degrees latitude (g = 980.6199 gals.).
 SN0834
 SN0834.The modeled gravity was interpolated from observed gravity values.
 SN0834
 SN0834;                    North         East    Units  Estimated Accuracy
 SN0834;SPC ND N     -    37,440.      555,980.      MT  (+/- 180 meters Scaled)
 SN0834
 SN0834                          SUPERSEDED SURVEY CONTROL
 SN0834
 SN0834  NGVD 29 (??/??/92)  558.764  (m)         1833.21   (f) ADJ UNCH    1 2
 SN0834
 SN0834.Superseded values are not recommended for survey control.
 SN0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0834.See file dsdata.txt to determine how the superseded data were derived.
 SN0834
 SN0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT426445(NAD 83)
 SN0834_MARKER: DB = BENCH MARK DISK
 SN0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0834_STAMPING: K 213 1962
 SN0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0834+STABILITY: SURFACE MOTION
 SN0834
 SN0834  HISTORY     - Date     Condition        Report By
 SN0834  HISTORY     - 1962     MONUMENTED       CGS
 SN0834  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0834
 SN0834                          STATION DESCRIPTION
 SN0834
 SN0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0834'1.9 MI SE FROM FALKIRK.
 SN0834'1.9 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0834'FALKIRK, AT A 18 INCH CONCRETE CULVERT NO 511.53, 37 FEET NORTHEAST OF
 SN0834'THE EAST END OF THE CULVERT, 45.3 FEET EAST OF THE EAST RAIL, 10.5
 SN0834'FEET EAST OF A FENCE LINE, 2.7 FEET WEST OF A TELEGRAPH POLE, 1.3 FEET
 SN0834'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK IN THE TOP
 SN0834'OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0834
 SN0834                          STATION RECOVERY (1982)
 SN0834
 SN0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0538 ***********************************************************************
 SN0538  DESIGNATION -  K 214
 SN0538  PID         -  SN0538
 SN0538  STATE/COUNTY-  ND/MCLEAN
 SN0538  USGS QUAD   -  GARRISON (1981)
 SN0538
 SN0538                         *CURRENT SURVEY CONTROL
 SN0538  ___________________________________________________________________
 SN0538* NAD 83(1986)-  47 39 06.     (N)    101 25 02.     (W)     SCALED    
 SN0538* NAVD 88     -       584.691  (meters)    1918.27   (feet)  ADJUSTED  
 SN0538  ___________________________________________________________________
 SN0538  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 SN0538  DYNAMIC HT  -         584.742 (meters)    1918.44  (feet)  COMP
 SN0538  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0538
 SN0538  VERT ORDER  -  FIRST     CLASS II
 SN0538
 SN0538.The horizontal coordinates were scaled from a topographic map and have
 SN0538.an estimated accuracy of +/- 6 seconds.
 SN0538
 SN0538.The orthometric height was determined by differential leveling
 SN0538.and adjusted by the National Geodetic Survey in June 1991..
 SN0538
 SN0538.The geoid height was determined by GEOID03.
 SN0538
 SN0538.The dynamic height is computed by dividing the NAVD 88
 SN0538.geopotential number by the normal gravity value computed on the
 SN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0538.degrees latitude (g = 980.6199 gals.).
 SN0538
 SN0538.The modeled gravity was interpolated from observed gravity values.
 SN0538
 SN0538;                    North         East    Units  Estimated Accuracy
 SN0538;SPC ND N     -    72,860.      531,100.      MT  (+/- 180 meters Scaled)
 SN0538
 SN0538                          SUPERSEDED SURVEY CONTROL
 SN0538
 SN0538  NGVD 29 (??/??/92)  584.296  (m)         1916.98   (f) ADJ UNCH    1 2
 SN0538
 SN0538.Superseded values are not recommended for survey control.
 SN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0538.See file dsdata.txt to determine how the superseded data were derived.
 SN0538
 SN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184804(NAD 83)
 SN0538_MARKER: DB = BENCH MARK DISK
 SN0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0538_SP_SET: FOUNDATION
 SN0538_STAMPING: K 214 1962
 SN0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0538
 SN0538  HISTORY     - Date     Condition        Report By
 SN0538  HISTORY     - 1962     MONUMENTED       CGS
 SN0538  HISTORY     - 1976     GOOD             NGS
 SN0538
 SN0538                          STATION DESCRIPTION
 SN0538
 SN0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0538'IN GARRISON.
 SN0538'AT GARRISON, AT THE INTERSECTION OF EAST CENTRAL AVENUE AND MAIN
 SN0538'STREET, AT THE FIRST NATIONAL BANK, SET VERTICALLY IN THE WEST FACE OF
 SN0538'THE FOUNDATION, 2 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 SN0538'1 FOOT HIGHER THAN THE SIDEWALK, A DISK DRILLED IN VERTICALLY.
 SN0538
 SN0538                          STATION RECOVERY (1976)
 SN0538
 SN0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SN0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1023 ***********************************************************************
 SN1023  DESIGNATION -  K 215
 SN1023  PID         -  SN1023
 SN1023  STATE/COUNTY-  ND/WARD
 SN1023  USGS QUAD   -  RYDER (1981)
 SN1023
 SN1023                         *CURRENT SURVEY CONTROL
 SN1023  ___________________________________________________________________
 SN1023* NAD 83(1986)-  47 55 11.     (N)    101 40 24.     (W)     SCALED    
 SN1023* NAVD 88     -       642.337  (meters)    2107.40   (feet)  ADJUSTED  
 SN1023  ___________________________________________________________________
 SN1023  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1023  DYNAMIC HT  -         642.419 (meters)    2107.67  (feet)  COMP
 SN1023  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 SN1023
 SN1023  VERT ORDER  -  SECOND    CLASS 0
 SN1023
 SN1023.The horizontal coordinates were scaled from a topographic map and have
 SN1023.an estimated accuracy of +/- 6 seconds.
 SN1023
 SN1023.The orthometric height was determined by differential leveling
 SN1023.and adjusted by the National Geodetic Survey in June 1991..
 SN1023
 SN1023.The geoid height was determined by GEOID03.
 SN1023
 SN1023.The dynamic height is computed by dividing the NAVD 88
 SN1023.geopotential number by the normal gravity value computed on the
 SN1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1023.degrees latitude (g = 980.6199 gals.).
 SN1023
 SN1023.The modeled gravity was interpolated from observed gravity values.
 SN1023
 SN1023;                    North         East    Units  Estimated Accuracy
 SN1023;SPC ND N     -   102,920.      512,310.      MT  (+/- 180 meters Scaled)
 SN1023
 SN1023                          SUPERSEDED SURVEY CONTROL
 SN1023
 SN1023  NGVD 29 (??/??/92)  641.929  (m)         2106.06   (f) ADJ UNCH    2 0
 SN1023
 SN1023.Superseded values are not recommended for survey control.
 SN1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1023.See file dsdata.txt to determine how the superseded data were derived.
 SN1023
 SN1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU002108(NAD 83)
 SN1023_MARKER: DB = BENCH MARK DISK
 SN1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN1023_SP_SET: FOUNDATION
 SN1023_STAMPING: K 215 1962
 SN1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1023
 SN1023  HISTORY     - Date     Condition        Report By
 SN1023  HISTORY     - 1962     MONUMENTED       CGS
 SN1023
 SN1023                          STATION DESCRIPTION
 SN1023
 SN1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1023'0.4 MI N FROM RYDER.
 SN1023'0.4 MILE NORTH ALONG MAIN STREET FROM THE MINNEAPOLIS ST. PAUL AND
 SN1023'SAULT STE. MARIE RAILROAD STATION AT RYDER, SET VERTICALLY IN THE
 SN1023'SOUTH FACE OF THE CONCRETE FOUNDATION OF THE RYDER ELEMENTARY SCHOOL,
 SN1023'0.7 FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT ABOVE
 SN1023'THE GROUND, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.  NOTE--
 SN1023'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN1023'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1095 ***********************************************************************
 SN1095  DESIGNATION -  K 216
 SN1095  PID         -  SN1095
 SN1095  STATE/COUNTY-  ND/MCLEAN
 SN1095  USGS QUAD   -  EMMET NE (1956)
 SN1095
 SN1095                         *CURRENT SURVEY CONTROL
 SN1095  ___________________________________________________________________
 SN1095* NAD 83(1986)-  47 38 47.     (N)    101 36 40.     (W)     SCALED    
 SN1095* NAVD 88     -       614.991  (meters)    2017.68   (feet)  ADJUSTED  
 SN1095  ___________________________________________________________________
 SN1095  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SN1095  DYNAMIC HT  -         615.050 (meters)    2017.88  (feet)  COMP
 SN1095  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SN1095
 SN1095  VERT ORDER  -  SECOND    CLASS 0
 SN1095
 SN1095.The horizontal coordinates were scaled from a topographic map and have
 SN1095.an estimated accuracy of +/- 6 seconds.
 SN1095
 SN1095.The orthometric height was determined by differential leveling
 SN1095.and adjusted by the National Geodetic Survey in June 1991..
 SN1095
 SN1095.The geoid height was determined by GEOID03.
 SN1095
 SN1095.The dynamic height is computed by dividing the NAVD 88
 SN1095.geopotential number by the normal gravity value computed on the
 SN1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1095.degrees latitude (g = 980.6199 gals.).
 SN1095
 SN1095.The modeled gravity was interpolated from observed gravity values.
 SN1095
 SN1095;                    North         East    Units  Estimated Accuracy
 SN1095;SPC ND N     -    72,470.      516,520.      MT  (+/- 180 meters Scaled)
 SN1095
 SN1095                          SUPERSEDED SURVEY CONTROL
 SN1095
 SN1095  NGVD 29 (??/??/92)  614.576  (m)         2016.32   (f) ADJ UNCH    2 0
 SN1095
 SN1095.Superseded values are not recommended for survey control.
 SN1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1095.See file dsdata.txt to determine how the superseded data were derived.
 SN1095
 SN1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT039803(NAD 83)
 SN1095_MARKER: DB = BENCH MARK DISK
 SN1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1095_STAMPING: K 216 1962
 SN1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1095+STABILITY: SURFACE MOTION
 SN1095
 SN1095  HISTORY     - Date     Condition        Report By
 SN1095  HISTORY     - 1962     MONUMENTED       CGS
 SN1095
 SN1095                          STATION DESCRIPTION
 SN1095
 SN1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1095'2.0 MI E FROM EMMET.
 SN1095'2.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1095'116 FEET NORTHWEST OF A ROAD INTERSECTION, 104.0 FEET NORTH OF THE
 SN1095'CENTERLINE OF THE HIGHWAY, 53 FEET WEST OF THE CENTERLINE OF THE ROAD,
 SN1095'25.0 FEET WEST OF A FENCE CORNER, 3.0 FEET EAST OF A POWER POLE, 2.0
 SN1095'FEET SOUTH OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET
 SN1095'BELOW THE LEVEL OF THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST
 SN1095'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1060 ***********************************************************************
 TF1060  DESIGNATION -  K 217
 TF1060  PID         -  TF1060
 TF1060  STATE/COUNTY-  ND/WARD
 TF1060  USGS QUAD   -  MINOT (1979)
 TF1060
 TF1060                         *CURRENT SURVEY CONTROL
 TF1060  ___________________________________________________________________
 TF1060* NAD 83(1986)-  48 08 20.     (N)    101 17 48.     (W)     SCALED    
 TF1060* NAVD 88     -       549.419  (meters)    1802.55   (feet)  ADJUSTED  
 TF1060  ___________________________________________________________________
 TF1060  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 TF1060  DYNAMIC HT  -         549.502 (meters)    1802.82  (feet)  COMP
 TF1060  MODELED GRAV-     980,744.2   (mgal)                       NAVD 88
 TF1060
 TF1060  VERT ORDER  -  FIRST     CLASS II
 TF1060
 TF1060.The horizontal coordinates were scaled from a topographic map and have
 TF1060.an estimated accuracy of +/- 6 seconds.
 TF1060
 TF1060.The orthometric height was determined by differential leveling
 TF1060.and adjusted by the National Geodetic Survey in June 1991..
 TF1060
 TF1060.The geoid height was determined by GEOID03.
 TF1060
 TF1060.The dynamic height is computed by dividing the NAVD 88
 TF1060.geopotential number by the normal gravity value computed on the
 TF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1060.degrees latitude (g = 980.6199 gals.).
 TF1060
 TF1060.The modeled gravity was interpolated from observed gravity values.
 TF1060
 TF1060;                    North         East    Units  Estimated Accuracy
 TF1060;SPC ND N     -   126,930.      540,710.      MT  (+/- 180 meters Scaled)
 TF1060
 TF1060                          SUPERSEDED SURVEY CONTROL
 TF1060
 TF1060  NGVD 29 (??/??/92)  549.047  (m)         1801.33   (f) ADJ UNCH    1 2
 TF1060
 TF1060.Superseded values are not recommended for survey control.
 TF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1060.See file dsdata.txt to determine how the superseded data were derived.
 TF1060
 TF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291342(NAD 83)
 TF1060_MARKER: DB = BENCH MARK DISK
 TF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1060_STAMPING: K 217 1962
 TF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1060+STABILITY: SURFACE MOTION
 TF1060
 TF1060  HISTORY     - Date     Condition        Report By
 TF1060  HISTORY     - 1962     MONUMENTED       CGS
 TF1060
 TF1060                          STATION DESCRIPTION
 TF1060
 TF1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1060'6.4 MI S FROM MINOT.
 TF1060'6.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT, AT
 TF1060'A GRADED ROAD INTERSECTION, NO 14 TO THE EAST AND 14A TO THE WEST, 73
 TF1060'FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION, 60.5 FEET WEST
 TF1060'OF THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH OF THE CENTERLINE OF
 TF1060'ROAD 14A, 3.5 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE
 TF1060'POLES, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 TF1060'HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1061 ***********************************************************************
 TF1061  DESIGNATION -  K 217 RESET
 TF1061  PID         -  TF1061
 TF1061  STATE/COUNTY-  ND/WARD
 TF1061  USGS QUAD   -  MINOT (1979)
 TF1061
 TF1061                         *CURRENT SURVEY CONTROL
 TF1061  ___________________________________________________________________
 TF1061* NAD 83(1986)-  48 08 20.     (N)    101 17 48.     (W)     SCALED    
 TF1061* NAVD 88     -       548.937  (meters)    1800.97   (feet)  ADJUSTED  
 TF1061  ___________________________________________________________________
 TF1061  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 TF1061  DYNAMIC HT  -         549.019 (meters)    1801.24  (feet)  COMP
 TF1061  MODELED GRAV-     980,744.2   (mgal)                       NAVD 88
 TF1061
 TF1061  VERT ORDER  -  FIRST     CLASS II
 TF1061
 TF1061.The horizontal coordinates were scaled from a topographic map and have
 TF1061.an estimated accuracy of +/- 6 seconds.
 TF1061
 TF1061.The orthometric height was determined by differential leveling
 TF1061.and adjusted by the National Geodetic Survey in June 1991..
 TF1061
 TF1061.The geoid height was determined by GEOID03.
 TF1061
 TF1061.The dynamic height is computed by dividing the NAVD 88
 TF1061.geopotential number by the normal gravity value computed on the
 TF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1061.degrees latitude (g = 980.6199 gals.).
 TF1061
 TF1061.The modeled gravity was interpolated from observed gravity values.
 TF1061
 TF1061;                    North         East    Units  Estimated Accuracy
 TF1061;SPC ND N     -   126,930.      540,710.      MT  (+/- 180 meters Scaled)
 TF1061
 TF1061                          SUPERSEDED SURVEY CONTROL
 TF1061
 TF1061.No superseded survey control is available for this station.
 TF1061
 TF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291342(NAD 83)
 TF1061_MARKER: DB = BENCH MARK DISK
 TF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1061_STAMPING: K 217 RESET 1964
 TF1061_MARK LOGO: CGS   
 TF1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1061+STABILITY: SURFACE MOTION
 TF1061
 TF1061  HISTORY     - Date     Condition        Report By
 TF1061  HISTORY     - 1964     MONUMENTED       CGS
 TF1061  HISTORY     - 1982     GOOD             NGS
 TF1061
 TF1061                          STATION DESCRIPTION
 TF1061
 TF1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1061'6.4 MI S FROM MINOT.
 TF1061'ABOUT 6.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1061'MINOT, WARD COUNTY, IN THE NORTHWEST ANGLE OF CROSSROADS, ABOUT 157
 TF1061'FEET WEST OF THE CENTERLINE OF THE WEST LANE OF DUAL HIGHWAY, 65 FEET
 TF1061'NORTH OF THE CENTERLINE OF COUNTY ROUTE 14 A AND 2 FEET SOUTH OF A
 TF1061'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TF1061'INCHES.
 TF1061
 TF1061                          STATION RECOVERY (1982)
 TF1061
 TF1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1061'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUTE EXCEPT
 TF1061'ADD 0.3 METER (1.0 FT) SOUTH OF TELEPHONE PEDESTAL NUMBER 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0482 ***********************************************************************
 SN0482  DESIGNATION -  K 218
 SN0482  PID         -  SN0482
 SN0482  STATE/COUNTY-  ND/MCLEAN
 SN0482  USGS QUAD   -  BENEDICT SW (1981)
 SN0482
 SN0482                         *CURRENT SURVEY CONTROL
 SN0482  ___________________________________________________________________
 SN0482* NAD 83(1986)-  47 50 02.     (N)    101 10 08.     (W)     SCALED    
 SN0482* NAVD 88     -       643.312  (meters)    2110.60   (feet)  ADJUSTED  
 SN0482  ___________________________________________________________________
 SN0482  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 SN0482  DYNAMIC HT  -         643.377 (meters)    2110.81  (feet)  COMP
 SN0482  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 SN0482
 SN0482  VERT ORDER  -  SECOND    CLASS 0
 SN0482
 SN0482.The horizontal coordinates were scaled from a topographic map and have
 SN0482.an estimated accuracy of +/- 6 seconds.
 SN0482
 SN0482.The orthometric height was determined by differential leveling
 SN0482.and adjusted by the National Geodetic Survey in June 1991..
 SN0482
 SN0482.The geoid height was determined by GEOID03.
 SN0482
 SN0482.The dynamic height is computed by dividing the NAVD 88
 SN0482.geopotential number by the normal gravity value computed on the
 SN0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0482.degrees latitude (g = 980.6199 gals.).
 SN0482
 SN0482.The modeled gravity was interpolated from observed gravity values.
 SN0482
 SN0482;                    North         East    Units  Estimated Accuracy
 SN0482;SPC ND N     -    92,930.      549,930.      MT  (+/- 180 meters Scaled)
 SN0482
 SN0482                          SUPERSEDED SURVEY CONTROL
 SN0482
 SN0482  NGVD 29 (??/??/92)  642.920  (m)         2109.31   (f) ADJ UNCH    2 0
 SN0482
 SN0482.Superseded values are not recommended for survey control.
 SN0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0482.See file dsdata.txt to determine how the superseded data were derived.
 SN0482
 SN0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU376001(NAD 83)
 SN0482_MARKER: DB = BENCH MARK DISK
 SN0482_SETTING: 80 = SET IN A BOULDER
 SN0482_STAMPING: K 218 1962
 SN0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0482+STABILITY: SURFACE MOTION
 SN0482
 SN0482  HISTORY     - Date     Condition        Report By
 SN0482  HISTORY     - 1962     MONUMENTED       CGS
 SN0482
 SN0482                          STATION DESCRIPTION
 SN0482
 SN0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0482'4 MI W FROM BENEDICT.
 SN0482'ABOUT 4 MILE WEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0482'RAILROAD FROM THE STATION AT BENEDICT, ABOUT 0.5 MILE WEST OF MILEPOLE
 SN0482'460, SET IN THE TOP OF A GRANITE BOLDER THAT IS ABOUT 3 FEET LONG AND
 SN0482'1.5 FEET WIDE, IN THE NORTH SLOPE OF A CUT, 42 FEET SOUTH OF THE SOUTH
 SN0482'RAIL, ABOUT 15 FEET ABOVE THE TRACK, A DISK DRILLED IN HORIZONTALLY.
 SN0482'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0482'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0045 ***********************************************************************
 SN0045  DESIGNATION -  K 219
 SN0045  PID         -  SN0045
 SN0045  STATE/COUNTY-  ND/MCHENRY
 SN0045  USGS QUAD   -  DRAKE NW (1977)
 SN0045
 SN0045                         *CURRENT SURVEY CONTROL
 SN0045  ___________________________________________________________________
 SN0045* NAD 83(1986)-  47 52 35.     (N)    100 29 10.     (W)     SCALED    
 SN0045* NAVD 88     -       502.193  (meters)    1647.61   (feet)  ADJUSTED  
 SN0045  ___________________________________________________________________
 SN0045  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SN0045  DYNAMIC HT  -         502.257 (meters)    1647.82  (feet)  COMP
 SN0045  MODELED GRAV-     980,725.3   (mgal)                       NAVD 88
 SN0045
 SN0045  VERT ORDER  -  SECOND    CLASS 0
 SN0045
 SN0045.The horizontal coordinates were scaled from a topographic map and have
 SN0045.an estimated accuracy of +/- 6 seconds.
 SN0045
 SN0045.The orthometric height was determined by differential leveling
 SN0045.and adjusted by the National Geodetic Survey in June 1991..
 SN0045
 SN0045.The geoid height was determined by GEOID03.
 SN0045
 SN0045.The dynamic height is computed by dividing the NAVD 88
 SN0045.geopotential number by the normal gravity value computed on the
 SN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0045.degrees latitude (g = 980.6199 gals.).
 SN0045
 SN0045.The modeled gravity was interpolated from observed gravity values.
 SN0045
 SN0045;                    North         East    Units  Estimated Accuracy
 SN0045;SPC ND N     -    97,440.      601,040.      MT  (+/- 180 meters Scaled)
 SN0045
 SN0045                          SUPERSEDED SURVEY CONTROL
 SN0045
 SN0045  NGVD 29 (??/??/92)  501.80   (m)         1646.3    (f) COMPUTED    2 0
 SN0045
 SN0045.Superseded values are not recommended for survey control.
 SN0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0045.See file dsdata.txt to determine how the superseded data were derived.
 SN0045
 SN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU888036(NAD 83)
 SN0045_MARKER: DB = BENCH MARK DISK
 SN0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0045_STAMPING: K 219 1962
 SN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0045+STABILITY: SURFACE MOTION
 SN0045
 SN0045  HISTORY     - Date     Condition        Report By
 SN0045  HISTORY     - 1962     MONUMENTED       CGS
 SN0045
 SN0045                          STATION DESCRIPTION
 SN0045
 SN0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0045'1.7 MI NE FROM KIEF.
 SN0045'ABOUT 1.7 MILE NORTHEAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE
 SN0045'MARIE RAILROAD FROM THE STATION AT KIEF, ABOUT 0.2 MILE WEST OF
 SN0045'MILEPOLE 425, AT A GRADED ROAD CROSSING, 151 FEET WEST OF THE
 SN0045'CENTERLINE OF THE CROSSING, 74 FEET SOUTH OF THE CENTERLINE OF THE
 SN0045'ROAD, 40 FEET NORTHWEST OF THE NORTHWEST RAIL, 3.5 FEET NORTHEAST OF A
 SN0045'TELEPHONE POLE, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET
 SN0045'BELOW THE LEVEL OF THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0045'PROJECTING 0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0045'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0363 ***********************************************************************
 RR0363  DESIGNATION -  K 22
 RR0363  PID         -  RR0363
 RR0363  STATE/COUNTY-  ND/GRANT
 RR0363  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0363
 RR0363                         *CURRENT SURVEY CONTROL
 RR0363  ___________________________________________________________________
 RR0363* NAD 83(1986)-  46 11 08.     (N)    101 20 03.     (W)     SCALED    
 RR0363* NAVD 88     -       659.630  (meters)    2164.14   (feet)  ADJUSTED  
 RR0363  ___________________________________________________________________
 RR0363  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 RR0363  DYNAMIC HT  -         659.594 (meters)    2164.02  (feet)  COMP
 RR0363  MODELED GRAV-     980,538.0   (mgal)                       NAVD 88
 RR0363
 RR0363  VERT ORDER  -  FIRST     CLASS II
 RR0363
 RR0363.The horizontal coordinates were scaled from a topographic map and have
 RR0363.an estimated accuracy of +/- 6 seconds.
 RR0363
 RR0363.The orthometric height was determined by differential leveling
 RR0363.and adjusted by the National Geodetic Survey in June 1991..
 RR0363
 RR0363.The geoid height was determined by GEOID03.
 RR0363
 RR0363.The dynamic height is computed by dividing the NAVD 88
 RR0363.geopotential number by the normal gravity value computed on the
 RR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0363.degrees latitude (g = 980.6199 gals.).
 RR0363
 RR0363.The modeled gravity was interpolated from observed gravity values.
 RR0363
 RR0363;                    North         East    Units  Estimated Accuracy
 RR0363;SPC ND S     -    58,020.      535,600.      MT  (+/- 180 meters Scaled)
 RR0363
 RR0363                          SUPERSEDED SURVEY CONTROL
 RR0363
 RR0363  NGVD 29 (??/??/92)  659.16   (m)         2162.6    (f) COMPUTED    1 2
 RR0363
 RR0363.Superseded values are not recommended for survey control.
 RR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0363.See file dsdata.txt to determine how the superseded data were derived.
 RR0363
 RR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS198173(NAD 83)
 RR0363_MARKER: DB = BENCH MARK DISK
 RR0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0363_STAMPING: K-22 1933 2162.581
 RR0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0363+STABILITY: SURFACE MOTION
 RR0363
 RR0363  HISTORY     - Date     Condition        Report By
 RR0363  HISTORY     - 1933     MONUMENTED       CGS
 RR0363  HISTORY     - 1956     GOOD             NGS
 RR0363
 RR0363                          STATION DESCRIPTION
 RR0363
 RR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0363'12.2 MI S FROM RALEIGH.
 RR0363'12.2 MILES SOUTH OF, ALONG STATE HIGHWAY NO. 31, 0.4 MILES NORTH OF
 RR0363'SCHOOL HOUSE, ON TOP OF SMALL RIDGE, 53 FEET WEST OF CENTER OF
 RR0363'HIGHWAY.  NOTE-- PROJECTS 8 INCHES ABOVE THE GROUND.
 RR0363
 RR0363                          STATION RECOVERY (1956)
 RR0363
 RR0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0364 ***********************************************************************
 RR0364  DESIGNATION -  K 22 RESET
 RR0364  PID         -  RR0364
 RR0364  STATE/COUNTY-  ND/GRANT
 RR0364  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0364
 RR0364                         *CURRENT SURVEY CONTROL
 RR0364  ___________________________________________________________________
 RR0364* NAD 83(1986)-  46 11 08.     (N)    101 20 03.     (W)     SCALED    
 RR0364* NAVD 88     -       659.455  (meters)    2163.56   (feet)  ADJUSTED  
 RR0364  ___________________________________________________________________
 RR0364  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 RR0364  DYNAMIC HT  -         659.418 (meters)    2163.44  (feet)  COMP
 RR0364  MODELED GRAV-     980,538.0   (mgal)                       NAVD 88
 RR0364
 RR0364  VERT ORDER  -  FIRST     CLASS II
 RR0364
 RR0364.The horizontal coordinates were scaled from a topographic map and have
 RR0364.an estimated accuracy of +/- 6 seconds.
 RR0364
 RR0364.The orthometric height was determined by differential leveling
 RR0364.and adjusted by the National Geodetic Survey in June 1991..
 RR0364
 RR0364.The geoid height was determined by GEOID03.
 RR0364
 RR0364.The dynamic height is computed by dividing the NAVD 88
 RR0364.geopotential number by the normal gravity value computed on the
 RR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0364.degrees latitude (g = 980.6199 gals.).
 RR0364
 RR0364.The modeled gravity was interpolated from observed gravity values.
 RR0364
 RR0364;                    North         East    Units  Estimated Accuracy
 RR0364;SPC ND S     -    58,020.      535,600.      MT  (+/- 180 meters Scaled)
 RR0364
 RR0364                          SUPERSEDED SURVEY CONTROL
 RR0364
 RR0364  NGVD 29 (??/??/??)  658.98   (m)         2162.0    (f) RESET       3  
 RR0364
 RR0364.Superseded values are not recommended for survey control.
 RR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0364.See file dsdata.txt to determine how the superseded data were derived.
 RR0364
 RR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS198173(NAD 83)
 RR0364_MARKER: DB = BENCH MARK DISK
 RR0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0364_SP_SET: CONCRETE POST
 RR0364_STAMPING: K 22 RESET 1963
 RR0364_MARK LOGO: CGS   
 RR0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0364+STABILITY: SURFACE MOTION
 RR0364
 RR0364  HISTORY     - Date     Condition        Report By
 RR0364  HISTORY     - 1963     MONUMENTED       CGS
 RR0364  HISTORY     - 1985     GOOD             NGS
 RR0364
 RR0364                          STATION DESCRIPTION
 RR0364
 RR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RR0364'12.75 MI S FROM RALEIGH.
 RR0364'12.75 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE RAILROAD CROSSING ON
 RR0364'HIGHWAY 31 EAST OF RALEIGH, GRANT COUNTY, ON THE TOP OF A RIDGE, 120
 RR0364'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTH OF A METAL
 RR0364'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RR0364'INCHES ABOVE THE GROUND.
 RR0364
 RR0364                          STATION RECOVERY (1985)
 RR0364
 RR0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0344 ***********************************************************************
 SN0344  DESIGNATION -  K 220
 SN0344  PID         -  SN0344
 SN0344  STATE/COUNTY-  ND/MCHENRY
 SN0344  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0344
 SN0344                         *CURRENT SURVEY CONTROL
 SN0344  ___________________________________________________________________
 SN0344* NAD 83(1986)-  47 56 05.     (N)    100 55 48.     (W)     SCALED    
 SN0344* NAVD 88     -       554.283  (meters)    1818.51   (feet)  ADJUSTED  
 SN0344  ___________________________________________________________________
 SN0344  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SN0344  DYNAMIC HT  -         554.347 (meters)    1818.72  (feet)  COMP
 SN0344  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 SN0344
 SN0344  VERT ORDER  -  SECOND    CLASS 0
 SN0344
 SN0344.The horizontal coordinates were scaled from a topographic map and have
 SN0344.an estimated accuracy of +/- 6 seconds.
 SN0344
 SN0344.The orthometric height was determined by differential leveling
 SN0344.and adjusted by the National Geodetic Survey in June 1991..
 SN0344
 SN0344.The geoid height was determined by GEOID03.
 SN0344
 SN0344.The dynamic height is computed by dividing the NAVD 88
 SN0344.geopotential number by the normal gravity value computed on the
 SN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0344.degrees latitude (g = 980.6199 gals.).
 SN0344
 SN0344.The modeled gravity was interpolated from observed gravity values.
 SN0344
 SN0344;                    North         East    Units  Estimated Accuracy
 SN0344;SPC ND N     -   104,010.      567,870.      MT  (+/- 180 meters Scaled)
 SN0344
 SN0344                          SUPERSEDED SURVEY CONTROL
 SN0344
 SN0344  NGVD 29 (??/??/92)  553.893  (m)         1817.23   (f) ADJ UNCH    2 0
 SN0344
 SN0344.Superseded values are not recommended for survey control.
 SN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0344.See file dsdata.txt to determine how the superseded data were derived.
 SN0344
 SN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU558108(NAD 83)
 SN0344_MARKER: DB = BENCH MARK DISK
 SN0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0344_STAMPING: K 220 1962
 SN0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0344+STABILITY: SURFACE MOTION
 SN0344
 SN0344  HISTORY     - Date     Condition        Report By
 SN0344  HISTORY     - 1962     MONUMENTED       CGS
 SN0344
 SN0344                          STATION DESCRIPTION
 SN0344
 SN0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0344'6.8 MI N FROM RUSO.
 SN0344'6.8 MILES NORTH ALONG STATE HIGHWAY NO. 41 FROM THE CROSSING OF THE
 SN0344'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD, AT RUSO, AT A ROAD
 SN0344'INTERSECTION, A GRADED ROAD LEADING EAST AND A DIRT ROAD LEADING WEST,
 SN0344'111.5 FEET SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION, 101.5 FEET
 SN0344'WEST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTERLINE
 SN0344'OF THE ROAD LEADING WEST, 3.5 FEET SOUTH OF A TELEPHONE POLE AND IS IN
 SN0344'LINE WITH THE POLES, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 SN0344'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN0344'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0921 ***********************************************************************
 TF0921  DESIGNATION -  K 221
 TF0921  PID         -  TF0921
 TF0921  STATE/COUNTY-  ND/WARD
 TF0921  USGS QUAD   -  SURREY (1981)
 TF0921
 TF0921                         *CURRENT SURVEY CONTROL
 TF0921  ___________________________________________________________________
 TF0921* NAD 83(1986)-  48 14 05.     (N)    101 14 25.     (W)     SCALED    
 TF0921* NAVD 88     -       487.955  (meters)    1600.90   (feet)  ADJUSTED  
 TF0921  ___________________________________________________________________
 TF0921  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 TF0921  DYNAMIC HT  -         488.036 (meters)    1601.16  (feet)  COMP
 TF0921  MODELED GRAV-     980,763.8   (mgal)                       NAVD 88
 TF0921
 TF0921  VERT ORDER  -  FIRST     CLASS II
 TF0921
 TF0921.The horizontal coordinates were scaled from a topographic map and have
 TF0921.an estimated accuracy of +/- 6 seconds.
 TF0921
 TF0921.The orthometric height was determined by differential leveling
 TF0921.and adjusted by the National Geodetic Survey in June 1991..
 TF0921
 TF0921.The geoid height was determined by GEOID03.
 TF0921
 TF0921.The dynamic height is computed by dividing the NAVD 88
 TF0921.geopotential number by the normal gravity value computed on the
 TF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0921.degrees latitude (g = 980.6199 gals.).
 TF0921
 TF0921.The modeled gravity was interpolated from observed gravity values.
 TF0921
 TF0921;                    North         East    Units  Estimated Accuracy
 TF0921;SPC ND N     -   137,540.      545,010.      MT  (+/- 180 meters Scaled)
 TF0921
 TF0921                          SUPERSEDED SURVEY CONTROL
 TF0921
 TF0921  NGVD 29 (??/??/92)  487.586  (m)         1599.69   (f) ADJ UNCH    1 2
 TF0921
 TF0921.Superseded values are not recommended for survey control.
 TF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0921.See file dsdata.txt to determine how the superseded data were derived.
 TF0921
 TF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU336448(NAD 83)
 TF0921_MARKER: DB = BENCH MARK DISK
 TF0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0921_STAMPING: K 221 1962
 TF0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0921+STABILITY: SURFACE MOTION
 TF0921
 TF0921  HISTORY     - Date     Condition        Report By
 TF0921  HISTORY     - 1962     MONUMENTED       CGS
 TF0921  HISTORY     - 1981     MARK NOT FOUND   CGS
 TF0921  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0921
 TF0921                          STATION DESCRIPTION
 TF0921
 TF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0921'2.8 MI E FROM MINOT.
 TF0921'2.8 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0921'MINOT, ABOUT 0.2 MILE OR 6 POLES WEST OF MILEPOST 200, 39.5 FEET WEST
 TF0921'OF THE WEST FENCE OF THE GREAT NORTHERN STOCK YARDS, 36 FEET NORTH OF
 TF0921'THE CENTER LINE OF A DRIVE LEADING INTO THE STOCK YARDS, 26 FEET SOUTH
 TF0921'OF THE SOUTH RAIL OF THE LOADING TRACK WHICH IS THE MOST SOUTHERLY OF
 TF0921'5 TRACKS, 3 FEET NORTH OF THE 6TH POLE WEST OF MILEPOST 200, ABOUT
 TF0921'LEVEL WITH THE LOADING TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TF0921'PROJECTING 8 INCHES.
 TF0921
 TF0921                          STATION RECOVERY (1981)
 TF0921
 TF0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 TF0921'MARK NOT FOUND.
 TF0921
 TF0921                          STATION RECOVERY (1982)
 TF0921
 TF0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0921'NOT RECOVERED, OFF MAIN LEVEL LINE AND INACCESSIBLE FOR LEVELS THIS
 TF0921'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1139 ***********************************************************************
 TF1139  DESIGNATION -  K 222
 TF1139  PID         -  TF1139
 TF1139  STATE/COUNTY-  ND/WARD
 TF1139  USGS QUAD   -  BERTHOLD (1980)
 TF1139
 TF1139                         *CURRENT SURVEY CONTROL
 TF1139  ___________________________________________________________________
 TF1139* NAD 83(1986)-  48 17 30.     (N)    101 40 36.     (W)     SCALED    
 TF1139* NAVD 88     -       614.541  (meters)    2016.21   (feet)  ADJUSTED  
 TF1139  ___________________________________________________________________
 TF1139  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 TF1139  DYNAMIC HT  -         614.643 (meters)    2016.54  (feet)  COMP
 TF1139  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 TF1139
 TF1139  VERT ORDER  -  FIRST     CLASS II
 TF1139
 TF1139.The horizontal coordinates were scaled from a topographic map and have
 TF1139.an estimated accuracy of +/- 6 seconds.
 TF1139
 TF1139.The orthometric height was determined by differential leveling
 TF1139.and adjusted by the National Geodetic Survey in June 1991..
 TF1139.WARNING-Repeat measurements at this control monument indicate possible
 TF1139.vertical movement.
 TF1139
 TF1139.The geoid height was determined by GEOID03.
 TF1139
 TF1139.The dynamic height is computed by dividing the NAVD 88
 TF1139.geopotential number by the normal gravity value computed on the
 TF1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1139.degrees latitude (g = 980.6199 gals.).
 TF1139
 TF1139.The modeled gravity was interpolated from observed gravity values.
 TF1139
 TF1139;                    North         East    Units  Estimated Accuracy
 TF1139;SPC ND N     -   144,280.      512,700.      MT  (+/- 180 meters Scaled)
 TF1139
 TF1139                          SUPERSEDED SURVEY CONTROL
 TF1139
 TF1139  NGVD 29 (??/??/92)  614.136  (m)         2014.88   (f) ADJ UNCH    1 2
 TF1139
 TF1139.Superseded values are not recommended for survey control.
 TF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1139.See file dsdata.txt to determine how the superseded data were derived.
 TF1139
 TF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU014521(NAD 83)
 TF1139_MARKER: DB = BENCH MARK DISK
 TF1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1139_SP_SET: CULVERT
 TF1139_STAMPING: K 222 1962
 TF1139_MARK LOGO: CGS   
 TF1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1139
 TF1139  HISTORY     - Date     Condition        Report By
 TF1139  HISTORY     - 1962     MONUMENTED       CGS
 TF1139  HISTORY     - 1981     GOOD             NGS
 TF1139
 TF1139                          STATION DESCRIPTION
 TF1139
 TF1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1139'3.2 MI E FROM BERTHOLD.
 TF1139'3.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1139'BERTHOLD, ABOUT 0.4 MILE OR 16 POLES EAST OF MILEPOST 20, SET IN THE
 TF1139'TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A 12-FOOT
 TF1139'CONCRETE CULVERT UNDER THE TRACK, 21 FEET NORTH OF THE NORTH RAIL, 1
 TF1139'FOOT WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 5 FEET BELOW THE
 TF1139'LEVEL OF THE TRACK.
 TF1139
 TF1139                          STATION RECOVERY (1981)
 TF1139
 TF1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0348 ***********************************************************************
 TF0348  DESIGNATION -  K 223
 TF0348  PID         -  TF0348
 TF0348  STATE/COUNTY-  ND/MCHENRY
 TF0348  USGS QUAD   -  BERGEN (1957)
 TF0348
 TF0348                         *CURRENT SURVEY CONTROL
 TF0348  ___________________________________________________________________
 TF0348* NAD 83(1986)-  48 07 04.     (N)    100 43 24.     (W)     SCALED    
 TF0348* NAVD 88     -       471.755  (meters)    1547.75   (feet)  ADJUSTED  
 TF0348  ___________________________________________________________________
 TF0348  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TF0348  DYNAMIC HT  -         471.827 (meters)    1547.99  (feet)  COMP
 TF0348  MODELED GRAV-     980,749.9   (mgal)                       NAVD 88
 TF0348
 TF0348  VERT ORDER  -  SECOND    CLASS 0
 TF0348
 TF0348.The horizontal coordinates were scaled from a topographic map and have
 TF0348.an estimated accuracy of +/- 6 seconds.
 TF0348
 TF0348.The orthometric height was determined by differential leveling
 TF0348.and adjusted by the National Geodetic Survey in June 1991..
 TF0348
 TF0348.The geoid height was determined by GEOID03.
 TF0348
 TF0348.The dynamic height is computed by dividing the NAVD 88
 TF0348.geopotential number by the normal gravity value computed on the
 TF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0348.degrees latitude (g = 980.6199 gals.).
 TF0348
 TF0348.The modeled gravity was interpolated from observed gravity values.
 TF0348
 TF0348;                    North         East    Units  Estimated Accuracy
 TF0348;SPC ND N     -   124,300.      583,370.      MT  (+/- 180 meters Scaled)
 TF0348
 TF0348                          SUPERSEDED SURVEY CONTROL
 TF0348
 TF0348  NGVD 29 (??/??/92)  471.382  (m)         1546.53   (f) ADJ UNCH    2 0
 TF0348
 TF0348.Superseded values are not recommended for survey control.
 TF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0348.See file dsdata.txt to determine how the superseded data were derived.
 TF0348
 TF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU717308(NAD 83)
 TF0348_MARKER: DB = BENCH MARK DISK
 TF0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0348_STAMPING: K 223 1962
 TF0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0348+STABILITY: SURFACE MOTION
 TF0348
 TF0348  HISTORY     - Date     Condition        Report By
 TF0348  HISTORY     - 1962     MONUMENTED       CGS
 TF0348
 TF0348                          STATION DESCRIPTION
 TF0348
 TF0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0348'0.8 MI E FROM VERENDRYE.
 TF0348'ABOUT 0.8 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TF0348'AT VERENDRYE, ABOUT 0.3 MILE EAST OF MILEPOST 205, AT A GRAVELED ROAD
 TF0348'CROSSING, 59 FEET SOUTHEAST OF THE CENTERLINE OF THE CROSSING, 45.9
 TF0348'FEET SOUTH OF THE SOUTH RAIL, 27 FEET EAST OF THE CENTERLINE OF THE
 TF0348'ROAD, 5.5 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET NORTHWEST OF A
 TF0348'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A DISK IN THE
 TF0348'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0423 ***********************************************************************
 TF0423  DESIGNATION -  K 224
 TF0423  PID         -  TF0423
 TF0423  STATE/COUNTY-  ND/MCHENRY
 TF0423  USGS QUAD   -  BERGEN (1957)
 TF0423
 TF0423                         *CURRENT SURVEY CONTROL
 TF0423  ___________________________________________________________________
 TF0423* NAD 83(1986)-  48 00 22.     (N)    100 44 08.     (W)     SCALED    
 TF0423* NAVD 88     -       479.649  (meters)    1573.65   (feet)  ADJUSTED  
 TF0423  ___________________________________________________________________
 TF0423  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF0423  DYNAMIC HT  -         479.715 (meters)    1573.87  (feet)  COMP
 TF0423  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 TF0423
 TF0423  VERT ORDER  -  SECOND    CLASS 0
 TF0423
 TF0423.The horizontal coordinates were scaled from a topographic map and have
 TF0423.an estimated accuracy of +/- 6 seconds.
 TF0423
 TF0423.The orthometric height was determined by differential leveling
 TF0423.and adjusted by the National Geodetic Survey in June 1991..
 TF0423
 TF0423.The geoid height was determined by GEOID03.
 TF0423
 TF0423.The dynamic height is computed by dividing the NAVD 88
 TF0423.geopotential number by the normal gravity value computed on the
 TF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0423.degrees latitude (g = 980.6199 gals.).
 TF0423
 TF0423.The modeled gravity was interpolated from observed gravity values.
 TF0423
 TF0423;                    North         East    Units  Estimated Accuracy
 TF0423;SPC ND N     -   111,890.      582,430.      MT  (+/- 180 meters Scaled)
 TF0423
 TF0423                          SUPERSEDED SURVEY CONTROL
 TF0423
 TF0423  NGVD 29 (??/??/92)  479.268  (m)         1572.40   (f) ADJ UNCH    2 0
 TF0423
 TF0423.Superseded values are not recommended for survey control.
 TF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0423.See file dsdata.txt to determine how the superseded data were derived.
 TF0423
 TF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU705184(NAD 83)
 TF0423_MARKER: DB = BENCH MARK DISK
 TF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0423_STAMPING: K 224 1962
 TF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0423+STABILITY: SURFACE MOTION
 TF0423
 TF0423  HISTORY     - Date     Condition        Report By
 TF0423  HISTORY     - 1962     MONUMENTED       CGS
 TF0423
 TF0423                          STATION DESCRIPTION
 TF0423
 TF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0423'0.7 MI W FROM BERGEN.
 TF0423'ABOUT 0.7 MILE WEST ALONG U.S. HIGHWAY 52 FROM RAILROAD STATION AT
 TF0423'BERGEN, BETWEEN THE HIGHWAY AND THE RAILROAD TRACK, AT A GRAVELED ROAD
 TF0423'INTERSECTION, 159.5 FEET NORTHEAST OF THE CENTERLINEE OF THE
 TF0423'INTERSECTION, 180 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD
 TF0423'CROSSING, 136.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 102 FEET
 TF0423'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET WEST OF A TELEPHONE
 TF0423'POLE, ABOUT 3 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 TF0423'POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0369 ***********************************************************************
 SN0369  DESIGNATION -  K 225
 SN0369  PID         -  SN0369
 SN0369  STATE/COUNTY-  ND/MCHENRY
 SN0369  USGS QUAD   -  KONGSBERG NE (1958)
 SN0369
 SN0369                         *CURRENT SURVEY CONTROL
 SN0369  ___________________________________________________________________
 SN0369* NAD 83(1986)-  47 56 08.     (N)    100 51 55.     (W)     SCALED    
 SN0369* NAVD 88     -       522.427  (meters)    1714.00   (feet)  ADJUSTED  
 SN0369  ___________________________________________________________________
 SN0369  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SN0369  DYNAMIC HT  -         522.491 (meters)    1714.21  (feet)  COMP
 SN0369  MODELED GRAV-     980,717.5   (mgal)                       NAVD 88
 SN0369
 SN0369  VERT ORDER  -  SECOND    CLASS 0
 SN0369
 SN0369.The horizontal coordinates were scaled from a topographic map and have
 SN0369.an estimated accuracy of +/- 6 seconds.
 SN0369
 SN0369.The orthometric height was determined by differential leveling
 SN0369.and adjusted by the National Geodetic Survey in June 1991..
 SN0369
 SN0369.The geoid height was determined by GEOID03.
 SN0369
 SN0369.The dynamic height is computed by dividing the NAVD 88
 SN0369.geopotential number by the normal gravity value computed on the
 SN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0369.degrees latitude (g = 980.6199 gals.).
 SN0369
 SN0369.The modeled gravity was interpolated from observed gravity values.
 SN0369
 SN0369;                    North         East    Units  Estimated Accuracy
 SN0369;SPC ND N     -   104,080.      572,710.      MT  (+/- 180 meters Scaled)
 SN0369
 SN0369                          SUPERSEDED SURVEY CONTROL
 SN0369
 SN0369  NGVD 29 (??/??/92)  522.038  (m)         1712.72   (f) ADJ UNCH    2 0
 SN0369
 SN0369.Superseded values are not recommended for survey control.
 SN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0369.See file dsdata.txt to determine how the superseded data were derived.
 SN0369
 SN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU606108(NAD 83)
 SN0369_MARKER: DB = BENCH MARK DISK
 SN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0369_STAMPING: K 225 1962
 SN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0369+STABILITY: SURFACE MOTION
 SN0369
 SN0369  HISTORY     - Date     Condition        Report By
 SN0369  HISTORY     - 1962     MONUMENTED       CGS
 SN0369
 SN0369                          STATION DESCRIPTION
 SN0369
 SN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0369'9.9 MI NE FROM RUSO.
 SN0369'ABOUT 5.8 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0369'MINNEAPOLIS ST PAUL AND SAULT STE MARIE RAILROAD AT RUSO, THENCE 3.1
 SN0369'MILE EAST ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG A GRAVELED
 SN0369'ROAD, AT A ROAD INTERSECTION, A GRAVELED ROAD EAST AND A DIRT ROAD
 SN0369'WEST, 47 FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION, 42.5
 SN0369'FEET WEST OF THE CENTERLINE OF THE ROAD NORTH, 23.5 FEET NORTH OF THE
 SN0369'CENTERLINE OF THE ROAD WEST, 17.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 SN0369'2 FEET SOUTH OF A FENCE LINE, 1.5 FEET EAST OF A WITNESS POST, ABOUT
 SN0369'LEVEL WITH THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SN0369'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0392 ***********************************************************************
 TF0392  DESIGNATION -  K 226
 TF0392  PID         -  TF0392
 TF0392  STATE/COUNTY-  ND/MCHENRY
 TF0392  USGS QUAD   -  BERGEN (1957)
 TF0392
 TF0392                         *CURRENT SURVEY CONTROL
 TF0392  ___________________________________________________________________
 TF0392* NAD 83(1986)-  48 03 56.     (N)    100 41 28.     (W)     SCALED    
 TF0392* NAVD 88     -       489.642  (meters)    1606.43   (feet)  ADJUSTED  
 TF0392  ___________________________________________________________________
 TF0392  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TF0392  DYNAMIC HT  -         489.715 (meters)    1606.67  (feet)  COMP
 TF0392  MODELED GRAV-     980,745.1   (mgal)                       NAVD 88
 TF0392
 TF0392  VERT ORDER  -  SECOND    CLASS 0
 TF0392
 TF0392.The horizontal coordinates were scaled from a topographic map and have
 TF0392.an estimated accuracy of +/- 6 seconds.
 TF0392
 TF0392.The orthometric height was determined by differential leveling
 TF0392.and adjusted by the National Geodetic Survey in June 1991..
 TF0392
 TF0392.The geoid height was determined by GEOID03.
 TF0392
 TF0392.The dynamic height is computed by dividing the NAVD 88
 TF0392.geopotential number by the normal gravity value computed on the
 TF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0392.degrees latitude (g = 980.6199 gals.).
 TF0392
 TF0392.The modeled gravity was interpolated from observed gravity values.
 TF0392
 TF0392;                    North         East    Units  Estimated Accuracy
 TF0392;SPC ND N     -   118,490.      585,760.      MT  (+/- 180 meters Scaled)
 TF0392
 TF0392                          SUPERSEDED SURVEY CONTROL
 TF0392
 TF0392  NGVD 29 (??/??/92)  489.264  (m)         1605.19   (f) ADJ UNCH    2 0
 TF0392
 TF0392.Superseded values are not recommended for survey control.
 TF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0392.See file dsdata.txt to determine how the superseded data were derived.
 TF0392
 TF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU740249(NAD 83)
 TF0392_MARKER: DB = BENCH MARK DISK
 TF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0392_STAMPING: K 226 1962
 TF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0392+STABILITY: SURFACE MOTION
 TF0392
 TF0392  HISTORY     - Date     Condition        Report By
 TF0392  HISTORY     - 1962     MONUMENTED       CGS
 TF0392
 TF0392                          STATION DESCRIPTION
 TF0392
 TF0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0392'5.9 MI SE FROM VERENDRYE.
 TF0392'ABOUT 3.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0392'RAILROAD STATION AT VERENDRYE, THENCE 2.0 MILES EAST ALONG A GRAVELED
 TF0392'ROAD, 88.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TF0392'GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD LEADING NORTH, 81.0 FEET
 TF0392'NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 63.0 FEET WEST OF A
 TF0392'POWER POLE, 25.0 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TF0392'NORTH, 25.0 FEET NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT
 TF0392'UNDER THE ROAD LEADING NORTH, 2.0 FEET EAST OF A FENCE, 1.5 FEET SOUTH
 TF0392'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING NORTH, AND
 TF0392'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0110 ***********************************************************************
 SO0110  DESIGNATION -  K 227
 SO0110  PID         -  SO0110
 SO0110  STATE/COUNTY-  ND/MOUNTRAIL
 SO0110  USGS QUAD   -  PARSHALL (1981)
 SO0110
 SO0110                         *CURRENT SURVEY CONTROL
 SO0110  ___________________________________________________________________
 SO0110* NAD 83(1986)-  47 53 28.     (N)    102 07 42.     (W)     SCALED    
 SO0110* NAVD 88     -       654.775  (meters)    2148.21   (feet)  ADJUSTED  
 SO0110  ___________________________________________________________________
 SO0110  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0110  DYNAMIC HT  -         654.863 (meters)    2148.50  (feet)  COMP
 SO0110  MODELED GRAV-     980,723.8   (mgal)                       NAVD 88
 SO0110
 SO0110  VERT ORDER  -  SECOND    CLASS 0
 SO0110
 SO0110.The horizontal coordinates were scaled from a topographic map and have
 SO0110.an estimated accuracy of +/- 6 seconds.
 SO0110
 SO0110.The orthometric height was determined by differential leveling
 SO0110.and adjusted by the National Geodetic Survey in June 1991..
 SO0110
 SO0110.The geoid height was determined by GEOID03.
 SO0110
 SO0110.The dynamic height is computed by dividing the NAVD 88
 SO0110.geopotential number by the normal gravity value computed on the
 SO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0110.degrees latitude (g = 980.6199 gals.).
 SO0110
 SO0110.The modeled gravity was interpolated from observed gravity values.
 SO0110
 SO0110;                    North         East    Units  Estimated Accuracy
 SO0110;SPC ND N     -   100,360.      478,250.      MT  (+/- 180 meters Scaled)
 SO0110
 SO0110                          SUPERSEDED SURVEY CONTROL
 SO0110
 SO0110  NGVD 29 (??/??/92)  654.340  (m)         2146.78   (f) ADJ UNCH    2 0
 SO0110
 SO0110.Superseded values are not recommended for survey control.
 SO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0110.See file dsdata.txt to determine how the superseded data were derived.
 SO0110
 SO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP146081(NAD 83)
 SO0110_MARKER: DB = BENCH MARK DISK
 SO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0110_STAMPING: K 227 1962
 SO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0110+STABILITY: SURFACE MOTION
 SO0110
 SO0110  HISTORY     - Date     Condition        Report By
 SO0110  HISTORY     - 1962     MONUMENTED       CGS
 SO0110
 SO0110                          STATION DESCRIPTION
 SO0110
 SO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0110'4.4 MI S FROM PARSHALL.
 SO0110'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0110'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, 91 FEET
 SO0110'NORTHEAST OF A ROAD INTERSECTION, 81 FEET EAST OF THE CENTERLINE OF
 SO0110'THE HIGHWAY, 42 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 SO0110'EAST OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET SOUTH OF A
 SO0110'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 SO0110'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1200 ***********************************************************************
 SN1200  DESIGNATION -  K 228
 SN1200  PID         -  SN1200
 SN1200  STATE/COUNTY-  ND/MCLEAN
 SN1200  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1200
 SN1200                         *CURRENT SURVEY CONTROL
 SN1200  ___________________________________________________________________
 SN1200* NAD 83(1986)-  47 44 47.     (N)    101 57 28.     (W)     SCALED    
 SN1200* NAVD 88     -       600.622  (meters)    1970.54   (feet)  ADJUSTED  
 SN1200  ___________________________________________________________________
 SN1200  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 SN1200  DYNAMIC HT  -         600.694 (meters)    1970.78  (feet)  COMP
 SN1200  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 SN1200
 SN1200  VERT ORDER  -  SECOND    CLASS 0
 SN1200
 SN1200.The horizontal coordinates were scaled from a topographic map and have
 SN1200.an estimated accuracy of +/- 6 seconds.
 SN1200
 SN1200.The orthometric height was determined by differential leveling
 SN1200.and adjusted by the National Geodetic Survey in June 1991..
 SN1200
 SN1200.The geoid height was determined by GEOID03.
 SN1200
 SN1200.The dynamic height is computed by dividing the NAVD 88
 SN1200.geopotential number by the normal gravity value computed on the
 SN1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1200.degrees latitude (g = 980.6199 gals.).
 SN1200
 SN1200.The modeled gravity was interpolated from observed gravity values.
 SN1200
 SN1200;                    North         East    Units  Estimated Accuracy
 SN1200;SPC ND N     -    84,020.      490,690.      MT  (+/- 180 meters Scaled)
 SN1200
 SN1200                          SUPERSEDED SURVEY CONTROL
 SN1200
 SN1200  NGVD 29 (??/??/92)  600.204  (m)         1969.17   (f) ADJ UNCH    2 0
 SN1200
 SN1200.Superseded values are not recommended for survey control.
 SN1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1200.See file dsdata.txt to determine how the superseded data were derived.
 SN1200
 SN1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT782923(NAD 83)
 SN1200_MARKER: DB = BENCH MARK DISK
 SN1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1200_STAMPING: K 228 1962
 SN1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1200+STABILITY: SURFACE MOTION
 SN1200
 SN1200  HISTORY     - Date     Condition        Report By
 SN1200  HISTORY     - 1962     MONUMENTED       CGS
 SN1200
 SN1200                          STATION DESCRIPTION
 SN1200
 SN1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1200'4.0 MI E FROM RAUB.
 SN1200'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1200'THE HIGHWAY AND A COUNTY ROAD AT RAUB, 78 FEET NORTHEAST OF THE CENTER
 SN1200'OF A ROAD INTERSECTION, 76 FEET NORTH OF THE CENTERLINE OF THE
 SN1200'HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF
 SN1200'A FENCE CORNER, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT BELOW
 SN1200'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1200'PROJECTING 0.5 FOOT, S 4, R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0257 ***********************************************************************
 SN0257  DESIGNATION -  K 229
 SN0257  PID         -  SN0257
 SN0257  STATE/COUNTY-  ND/MCLEAN
 SN0257  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0257
 SN0257                         *CURRENT SURVEY CONTROL
 SN0257  ___________________________________________________________________
 SN0257* NAD 83(1986)-  47 43 03.     (N)    100 54 25.     (W)     SCALED    
 SN0257* NAVD 88     -       596.280  (meters)    1956.30   (feet)  ADJUSTED  
 SN0257  ___________________________________________________________________
 SN0257  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN0257  DYNAMIC HT  -         596.338 (meters)    1956.49  (feet)  COMP
 SN0257  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0257
 SN0257  VERT ORDER  -  SECOND    CLASS 0
 SN0257
 SN0257.The horizontal coordinates were scaled from a topographic map and have
 SN0257.an estimated accuracy of +/- 6 seconds.
 SN0257
 SN0257.The orthometric height was determined by differential leveling
 SN0257.and adjusted by the National Geodetic Survey in June 1991..
 SN0257
 SN0257.The geoid height was determined by GEOID03.
 SN0257
 SN0257.The dynamic height is computed by dividing the NAVD 88
 SN0257.geopotential number by the normal gravity value computed on the
 SN0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0257.degrees latitude (g = 980.6199 gals.).
 SN0257
 SN0257.The modeled gravity was interpolated from observed gravity values.
 SN0257
 SN0257;                    North         East    Units  Estimated Accuracy
 SN0257;SPC ND N     -    79,850.      569,470.      MT  (+/- 180 meters Scaled)
 SN0257
 SN0257                          SUPERSEDED SURVEY CONTROL
 SN0257
 SN0257  NGVD 29 (??/??/92)  595.875  (m)         1954.97   (f) ADJ UNCH    2 0
 SN0257
 SN0257.Superseded values are not recommended for survey control.
 SN0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0257.See file dsdata.txt to determine how the superseded data were derived.
 SN0257
 SN0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT569866(NAD 83)
 SN0257_MARKER: DB = BENCH MARK DISK
 SN0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0257_STAMPING: K 229 1962
 SN0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0257+STABILITY: SURFACE MOTION
 SN0257
 SN0257  HISTORY     - Date     Condition        Report By
 SN0257  HISTORY     - 1962     MONUMENTED       CGS
 SN0257
 SN0257                          STATION DESCRIPTION
 SN0257
 SN0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0257'8.5 MI S FROM RUSO.
 SN0257'ABOUT 8.5 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0257'SOO LINE RAILROAD AT RUSO, 105.0 FEET EAST-SOUTHEAST OF A T-ROAD
 SN0257'JUNCTION, 101.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22.0 FEET
 SN0257'SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 2.2 FEET
 SN0257'WEST OF A FENCE CORNER, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET
 SN0257'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN0257'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0667 ***********************************************************************
 SN0667  DESIGNATION -  K 230
 SN0667  PID         -  SN0667
 SN0667  STATE/COUNTY-  ND/MCLEAN
 SN0667  USGS QUAD   -  GARRISON NE (1981)
 SN0667
 SN0667                         *CURRENT SURVEY CONTROL
 SN0667  ___________________________________________________________________
 SN0667* NAD 83(1986)-  47 44 50.     (N)    101 17 37.     (W)     SCALED    
 SN0667* NAVD 88     -       609.496  (meters)    1999.65   (feet)  ADJUSTED  
 SN0667  ___________________________________________________________________
 SN0667  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 SN0667  DYNAMIC HT  -         609.553 (meters)    1999.84  (feet)  COMP
 SN0667  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 SN0667
 SN0667  VERT ORDER  -  SECOND    CLASS 0
 SN0667
 SN0667.The horizontal coordinates were scaled from a topographic map and have
 SN0667.an estimated accuracy of +/- 6 seconds.
 SN0667
 SN0667.The orthometric height was determined by differential leveling
 SN0667.and adjusted by the National Geodetic Survey in June 1991..
 SN0667
 SN0667.The geoid height was determined by GEOID03.
 SN0667
 SN0667.The dynamic height is computed by dividing the NAVD 88
 SN0667.geopotential number by the normal gravity value computed on the
 SN0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0667.degrees latitude (g = 980.6199 gals.).
 SN0667
 SN0667.The modeled gravity was interpolated from observed gravity values.
 SN0667
 SN0667;                    North         East    Units  Estimated Accuracy
 SN0667;SPC ND N     -    83,380.      540,490.      MT  (+/- 180 meters Scaled)
 SN0667
 SN0667                          SUPERSEDED SURVEY CONTROL
 SN0667
 SN0667  NGVD 29 (??/??/92)  609.086  (m)         1998.31   (f) ADJ UNCH    2 0
 SN0667
 SN0667.Superseded values are not recommended for survey control.
 SN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0667.See file dsdata.txt to determine how the superseded data were derived.
 SN0667
 SN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280907(NAD 83)
 SN0667_MARKER: DB = BENCH MARK DISK
 SN0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0667_SP_SET: CULVERT
 SN0667_STAMPING: K 230 1962
 SN0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0667
 SN0667  HISTORY     - Date     Condition        Report By
 SN0667  HISTORY     - 1962     MONUMENTED       CGS
 SN0667  HISTORY     - 1968     GOOD             DOD
 SN0667  HISTORY     - 1981     GOOD             NGS
 SN0667  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0667
 SN0667                          STATION DESCRIPTION
 SN0667
 SN0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0667'5.1 MI S FROM MAX.
 SN0667'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0667'AT MAX, AT A ROAD INTERSECTION, 177 FEET NORTH OF THE CENTERLINE OF
 SN0667'THE ROAD INTERSECTING THE HIGHWAY, 29.0 FEET WEST OF THE CENTERLINE OF
 SN0667'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 SN0667'HEADWALL OF A 5X8 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT 7
 SN0667'FEET BELOW THE LEVEL OF THE HIGHWAY.
 SN0667
 SN0667                          STATION RECOVERY (1968)
 SN0667
 SN0667'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0667'RECOVERED IN GOOD CONDITION.
 SN0667
 SN0667                          STATION RECOVERY (1981)
 SN0667
 SN0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0667'RECOVERED IN GOOD CONDITION.
 SN0667
 SN0667                          STATION RECOVERY (1982)
 SN0667
 SN0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0725 ***********************************************************************
 SN0725  DESIGNATION -  K 231
 SN0725  PID         -  SN0725
 SN0725  STATE/COUNTY-  ND/MCLEAN
 SN0725  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0725
 SN0725                         *CURRENT SURVEY CONTROL
 SN0725  ___________________________________________________________________
 SN0725* NAD 83(1986)-  47 41 20.     (N)    101 04 46.     (W)     SCALED    
 SN0725* NAVD 88     -       589.581  (meters)    1934.32   (feet)  ADJUSTED  
 SN0725  ___________________________________________________________________
 SN0725  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 SN0725  DYNAMIC HT  -         589.638 (meters)    1934.50  (feet)  COMP
 SN0725  MODELED GRAV-     980,691.0   (mgal)                       NAVD 88
 SN0725
 SN0725  VERT ORDER  -  SECOND    CLASS 0
 SN0725
 SN0725.The horizontal coordinates were scaled from a topographic map and have
 SN0725.an estimated accuracy of +/- 6 seconds.
 SN0725
 SN0725.The orthometric height was determined by differential leveling
 SN0725.and adjusted by the National Geodetic Survey in June 1991..
 SN0725
 SN0725.The geoid height was determined by GEOID03.
 SN0725
 SN0725.The dynamic height is computed by dividing the NAVD 88
 SN0725.geopotential number by the normal gravity value computed on the
 SN0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0725.degrees latitude (g = 980.6199 gals.).
 SN0725
 SN0725.The modeled gravity was interpolated from observed gravity values.
 SN0725
 SN0725;                    North         East    Units  Estimated Accuracy
 SN0725;SPC ND N     -    76,760.      556,500.      MT  (+/- 180 meters Scaled)
 SN0725
 SN0725                          SUPERSEDED SURVEY CONTROL
 SN0725
 SN0725  NGVD 29 (??/??/92)  589.181  (m)         1933.00   (f) ADJ UNCH    2 0
 SN0725
 SN0725.Superseded values are not recommended for survey control.
 SN0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0725.See file dsdata.txt to determine how the superseded data were derived.
 SN0725
 SN0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT439838(NAD 83)
 SN0725_MARKER: DB = BENCH MARK DISK
 SN0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0725_STAMPING: K 231 1962
 SN0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0725+STABILITY: SURFACE MOTION
 SN0725
 SN0725  HISTORY     - Date     Condition        Report By
 SN0725  HISTORY     - 1962     MONUMENTED       CGS
 SN0725
 SN0725                          STATION DESCRIPTION
 SN0725
 SN0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0725'9.75 MI S FROM BENEDICT.
 SN0725'ABOUT 9.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0725'AT BENEDICT, 88 FEET NORTHWEST OF THE CENTER OF A T-ROAD JUNCTION, 78
 SN0725'FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 39 FEET NORTH OF THE
 SN0725'CENTERLINE OF THE ROAD LEADING WEST, 2.9 FEET NORTH OF A POWER POLE,
 SN0725'1.3 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SN0725'GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN0725'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1175 ***********************************************************************
 TF1175  DESIGNATION -  K 232
 TF1175  PID         -  TF1175
 TF1175  STATE/COUNTY-  ND/MOUNTRAIL
 TF1175  USGS QUAD   -  TAGUS (1980)
 TF1175
 TF1175                         *CURRENT SURVEY CONTROL
 TF1175  ___________________________________________________________________
 TF1175* NAD 83(1986)-  48 20 24.     (N)    101 59 13.     (W)     SCALED    
 TF1175* NAVD 88     -       672.510  (meters)    2206.39   (feet)  ADJUSTED  
 TF1175  ___________________________________________________________________
 TF1175  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TF1175  DYNAMIC HT  -         672.614 (meters)    2206.73  (feet)  COMP
 TF1175  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 TF1175
 TF1175  VERT ORDER  -  FIRST     CLASS II
 TF1175
 TF1175.The horizontal coordinates were scaled from a topographic map and have
 TF1175.an estimated accuracy of +/- 6 seconds.
 TF1175
 TF1175.The orthometric height was determined by differential leveling
 TF1175.and adjusted by the National Geodetic Survey in June 1991..
 TF1175.WARNING-Repeat measurements at this control monument indicate possible
 TF1175.vertical movement.
 TF1175
 TF1175.The geoid height was determined by GEOID03.
 TF1175
 TF1175.The dynamic height is computed by dividing the NAVD 88
 TF1175.geopotential number by the normal gravity value computed on the
 TF1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1175.degrees latitude (g = 980.6199 gals.).
 TF1175
 TF1175.The modeled gravity was interpolated from observed gravity values.
 TF1175
 TF1175;                    North         East    Units  Estimated Accuracy
 TF1175;SPC ND N     -   150,050.      489,780.      MT  (+/- 180 meters Scaled)
 TF1175
 TF1175                          SUPERSEDED SURVEY CONTROL
 TF1175
 TF1175  NGVD 29 (??/??/92)  672.068  (m)         2204.94   (f) ADJ UNCH    1 2
 TF1175
 TF1175.Superseded values are not recommended for survey control.
 TF1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1175.See file dsdata.txt to determine how the superseded data were derived.
 TF1175
 TF1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU786584(NAD 83)
 TF1175_MARKER: DB = BENCH MARK DISK
 TF1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1175_STAMPING: K 232 1962
 TF1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1175+STABILITY: SURFACE MOTION
 TF1175
 TF1175  HISTORY     - Date     Condition        Report By
 TF1175  HISTORY     - 1962     MONUMENTED       CGS
 TF1175  HISTORY     - 1963     GOOD             NGS
 TF1175
 TF1175                          STATION DESCRIPTION
 TF1175
 TF1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1175'2.5 MI W FROM TAGUS.
 TF1175'2.5 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1175'TAGUS, 95.5 FEET SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 35, 69.1
 TF1175'FEET SOUTH OF THE SOUTH RAIL, 10.0 FEET NORTHEAST OF A TELEPHONE POLE,
 TF1175'3.0 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST,
 TF1175'ABOUT 12 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TF1175'CONCRETE POST PROJECTING 4 INCHES.
 TF1175
 TF1175                          STATION RECOVERY (1963)
 TF1175
 TF1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0382 ***********************************************************************
 TF0382  DESIGNATION -  K 233
 TF0382  PID         -  TF0382
 TF0382  STATE/COUNTY-  ND/MCHENRY
 TF0382  USGS QUAD   -  BERGEN (1957)
 TF0382
 TF0382                         *CURRENT SURVEY CONTROL
 TF0382  ___________________________________________________________________
 TF0382* NAD 83(1986)-  48 01 19.     (N)    100 39 01.     (W)     SCALED    
 TF0382* NAVD 88     -       496.078  (meters)    1627.55   (feet)  ADJUSTED  
 TF0382  ___________________________________________________________________
 TF0382  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0382  DYNAMIC HT  -         496.150 (meters)    1627.79  (feet)  COMP
 TF0382  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 TF0382
 TF0382  VERT ORDER  -  SECOND    CLASS 0
 TF0382
 TF0382.The horizontal coordinates were scaled from a topographic map and have
 TF0382.an estimated accuracy of +/- 6 seconds.
 TF0382
 TF0382.The orthometric height was determined by differential leveling
 TF0382.and adjusted by the National Geodetic Survey in June 1991..
 TF0382
 TF0382.The geoid height was determined by GEOID03.
 TF0382
 TF0382.The dynamic height is computed by dividing the NAVD 88
 TF0382.geopotential number by the normal gravity value computed on the
 TF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0382.degrees latitude (g = 980.6199 gals.).
 TF0382
 TF0382.The modeled gravity was interpolated from observed gravity values.
 TF0382
 TF0382;                    North         East    Units  Estimated Accuracy
 TF0382;SPC ND N     -   113,630.      588,790.      MT  (+/- 180 meters Scaled)
 TF0382
 TF0382                          SUPERSEDED SURVEY CONTROL
 TF0382
 TF0382  NGVD 29 (??/??/92)  495.698  (m)         1626.30   (f) ADJ UNCH    2 0
 TF0382
 TF0382.Superseded values are not recommended for survey control.
 TF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0382.See file dsdata.txt to determine how the superseded data were derived.
 TF0382
 TF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU769200(NAD 83)
 TF0382_MARKER: DB = BENCH MARK DISK
 TF0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0382_STAMPING: K 233 1962
 TF0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0382+STABILITY: SURFACE MOTION
 TF0382
 TF0382  HISTORY     - Date     Condition        Report By
 TF0382  HISTORY     - 1962     MONUMENTED       CGS
 TF0382
 TF0382                          STATION DESCRIPTION
 TF0382
 TF0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0382'5.6 MI NE FROM BERGEN.
 TF0382'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 TF0382'STATION AT BERGEN, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD,
 TF0382'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 63.5 FEET SOUTHWEST OF THE
 TF0382'CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 48 FEET SOUTH
 TF0382'OF THE CENTERLINE OF THE ROAD LEADING WEST, 43 FEET WEST OF THE
 TF0382'CENTERLINE OF THE ROAD LEADING SOUTH, 14 FEET SOUTHEAST OF A POWER
 TF0382'POLE.  1 FOOT EAST OF A NORTH-SOUTH FENCE, 1.5 FEET NORTH OF A METAL
 TF0382'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN
 TF0382'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0650 ***********************************************************************
 SN0650  DESIGNATION -  K 234
 SN0650  PID         -  SN0650
 SN0650  STATE/COUNTY-  ND/MCLEAN
 SN0650  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0650
 SN0650                         *CURRENT SURVEY CONTROL
 SN0650  ___________________________________________________________________
 SN0650* NAD 83(1986)-  47 45 40.     (N)    101 25 20.     (W)     SCALED    
 SN0650* NAVD 88     -       618.735  (meters)    2029.97   (feet)  ADJUSTED  
 SN0650  ___________________________________________________________________
 SN0650  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 SN0650  DYNAMIC HT  -         618.797 (meters)    2030.17  (feet)  COMP
 SN0650  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SN0650
 SN0650  VERT ORDER  -  SECOND    CLASS 0
 SN0650
 SN0650.The horizontal coordinates were scaled from a topographic map and have
 SN0650.an estimated accuracy of +/- 6 seconds.
 SN0650
 SN0650.The orthometric height was determined by differential leveling
 SN0650.and adjusted by the National Geodetic Survey in June 1991..
 SN0650
 SN0650.The geoid height was determined by GEOID03.
 SN0650
 SN0650.The dynamic height is computed by dividing the NAVD 88
 SN0650.geopotential number by the normal gravity value computed on the
 SN0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0650.degrees latitude (g = 980.6199 gals.).
 SN0650
 SN0650.The modeled gravity was interpolated from observed gravity values.
 SN0650
 SN0650;                    North         East    Units  Estimated Accuracy
 SN0650;SPC ND N     -    85,040.      530,870.      MT  (+/- 180 meters Scaled)
 SN0650
 SN0650                          SUPERSEDED SURVEY CONTROL
 SN0650
 SN0650  NGVD 29 (??/??/92)  618.329  (m)         2028.63   (f) ADJ UNCH    2 0
 SN0650
 SN0650.Superseded values are not recommended for survey control.
 SN0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0650.See file dsdata.txt to determine how the superseded data were derived.
 SN0650
 SN0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184925(NAD 83)
 SN0650_MARKER: DB = BENCH MARK DISK
 SN0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0650_STAMPING: K 234 1962
 SN0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0650+STABILITY: SURFACE MOTION
 SN0650
 SN0650  HISTORY     - Date     Condition        Report By
 SN0650  HISTORY     - 1962     MONUMENTED       CGS
 SN0650
 SN0650                          STATION DESCRIPTION
 SN0650
 SN0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0650'10.1 MI SW FROM MAX.
 SN0650'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0650'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 4.0 MILES SOUTH ALONG
 SN0650'COUNTY ROAD 15, 90 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 SN0650'A GRAVELED ROAD LEADING EAST AND A DIRT ROAD LEADING WEST, 87 FEET
 SN0650'WEST OF THE CENTERLINE OF THE COUNTY ROAD 30 FEET NORTH OF THE
 SN0650'CENTERLINE OF THE ROAD LEADING WEST, 12.5 FEET WEST OF A FENCE CORNER,
 SN0650'2 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 SN0650'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0650'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0287 ***********************************************************************
 SN0287  DESIGNATION -  K 235
 SN0287  PID         -  SN0287
 SN0287  STATE/COUNTY-  ND/MCLEAN
 SN0287  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0287
 SN0287                         *CURRENT SURVEY CONTROL
 SN0287  ___________________________________________________________________
 SN0287* NAD 83(1986)-  47 42 12.     (N)    100 59 36.     (W)     SCALED    
 SN0287* NAVD 88     -       588.530  (meters)    1930.87   (feet)  ADJUSTED  
 SN0287  ___________________________________________________________________
 SN0287  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SN0287  DYNAMIC HT  -         588.588 (meters)    1931.06  (feet)  COMP
 SN0287  MODELED GRAV-     980,691.4   (mgal)                       NAVD 88
 SN0287
 SN0287  VERT ORDER  -  SECOND    CLASS 0
 SN0287
 SN0287.The horizontal coordinates were scaled from a topographic map and have
 SN0287.an estimated accuracy of +/- 6 seconds.
 SN0287
 SN0287.The orthometric height was determined by differential leveling
 SN0287.and adjusted by the National Geodetic Survey in June 1991..
 SN0287
 SN0287.The geoid height was determined by GEOID03.
 SN0287
 SN0287.The dynamic height is computed by dividing the NAVD 88
 SN0287.geopotential number by the normal gravity value computed on the
 SN0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0287.degrees latitude (g = 980.6199 gals.).
 SN0287
 SN0287.The modeled gravity was interpolated from observed gravity values.
 SN0287
 SN0287;                    North         East    Units  Estimated Accuracy
 SN0287;SPC ND N     -    78,320.      562,980.      MT  (+/- 180 meters Scaled)
 SN0287
 SN0287                          SUPERSEDED SURVEY CONTROL
 SN0287
 SN0287  NGVD 29 (??/??/92)  588.129  (m)         1929.55   (f) ADJ UNCH    2 0
 SN0287
 SN0287.Superseded values are not recommended for survey control.
 SN0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0287.See file dsdata.txt to determine how the superseded data were derived.
 SN0287
 SN0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT504852(NAD 83)
 SN0287_MARKER: DB = BENCH MARK DISK
 SN0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0287_STAMPING: K 235 1962
 SN0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0287+STABILITY: SURFACE MOTION
 SN0287
 SN0287  HISTORY     - Date     Condition        Report By
 SN0287  HISTORY     - 1962     MONUMENTED       CGS
 SN0287
 SN0287                          STATION DESCRIPTION
 SN0287
 SN0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0287'12.8 MI SE FROM BENEDICT.
 SN0287'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0287'AT BENEDICT, THENCE 4.0 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE
 SN0287'SOUTH ALONG A GRADED DIRT ROAD, 57 FEET NORTHWEST OF THE CENTER OF A
 SN0287'TRACK ROAD INTERSECTION, 45 FEET WEST OF THE CENTERLINE OF THE DIRT
 SN0287'ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD, 2.2 FEET WEST
 SN0287'OF A TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.7 FEET SOUTH OF A
 SN0287'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SN0287'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1225 ***********************************************************************
 SN1225  DESIGNATION -  K 236
 SN1225  PID         -  SN1225
 SN1225  STATE/COUNTY-  ND/MCLEAN
 SN1225  USGS QUAD   -  EMMET NE (1956)
 SN1225
 SN1225                         *CURRENT SURVEY CONTROL
 SN1225  ___________________________________________________________________
 SN1225* NAD 83(1986)-  47 43 02.     (N)    101 31 46.     (W)     SCALED    
 SN1225* NAVD 88     -       609.818  (meters)    2000.71   (feet)  ADJUSTED  
 SN1225  ___________________________________________________________________
 SN1225  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 SN1225  DYNAMIC HT  -         609.879 (meters)    2000.91  (feet)  COMP
 SN1225  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 SN1225
 SN1225  VERT ORDER  -  SECOND    CLASS 0
 SN1225
 SN1225.The horizontal coordinates were scaled from a topographic map and have
 SN1225.an estimated accuracy of +/- 6 seconds.
 SN1225
 SN1225.The orthometric height was determined by differential leveling
 SN1225.and adjusted by the National Geodetic Survey in June 1991..
 SN1225
 SN1225.The geoid height was determined by GEOID03.
 SN1225
 SN1225.The dynamic height is computed by dividing the NAVD 88
 SN1225.geopotential number by the normal gravity value computed on the
 SN1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1225.degrees latitude (g = 980.6199 gals.).
 SN1225
 SN1225.The modeled gravity was interpolated from observed gravity values.
 SN1225
 SN1225;                    North         East    Units  Estimated Accuracy
 SN1225;SPC ND N     -    80,260.      522,760.      MT  (+/- 180 meters Scaled)
 SN1225
 SN1225                          SUPERSEDED SURVEY CONTROL
 SN1225
 SN1225  NGVD 29 (??/??/92)  609.411  (m)         1999.38   (f) ADJ UNCH    2 0
 SN1225
 SN1225.Superseded values are not recommended for survey control.
 SN1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1225.See file dsdata.txt to determine how the superseded data were derived.
 SN1225
 SN1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT102879(NAD 83)
 SN1225_MARKER: DB = BENCH MARK DISK
 SN1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1225_STAMPING: K 236 1962
 SN1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1225+STABILITY: SURFACE MOTION
 SN1225
 SN1225  HISTORY     - Date     Condition        Report By
 SN1225  HISTORY     - 1962     MONUMENTED       CGS
 SN1225
 SN1225                          STATION DESCRIPTION
 SN1225
 SN1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1225'10.9 MI NW FROM GARRISON.
 SN1225'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1225'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 5.0
 SN1225'MILES NORTH ALONG A GRAVELED ROAD, 57 FEET SOUTH OF THE CENTER OF A
 SN1225'ROAD INTERSECTION, 47 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1225'ROAD, 38 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET
 SN1225'EAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3
 SN1225'FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 SN1225'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1362 ***********************************************************************
 SN1362  DESIGNATION -  K 237
 SN1362  PID         -  SN1362
 SN1362  STATE/COUNTY-  ND/MCLEAN
 SN1362  USGS QUAD   -  ROSEGLEN (1980)
 SN1362
 SN1362                         *CURRENT SURVEY CONTROL
 SN1362  ___________________________________________________________________
 SN1362* NAD 83(1986)-  47 50 50.     (N)    101 52 20.     (W)     SCALED    
 SN1362* NAVD 88     -       661.033  (meters)    2168.74   (feet)  ADJUSTED  
 SN1362  ___________________________________________________________________
 SN1362  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 SN1362  DYNAMIC HT  -         661.115 (meters)    2169.01  (feet)  COMP
 SN1362  MODELED GRAV-     980,712.4   (mgal)                       NAVD 88
 SN1362
 SN1362  VERT ORDER  -  SECOND    CLASS 0
 SN1362
 SN1362.The horizontal coordinates were scaled from a topographic map and have
 SN1362.an estimated accuracy of +/- 6 seconds.
 SN1362
 SN1362.The orthometric height was determined by differential leveling
 SN1362.and adjusted by the National Geodetic Survey in June 1991..
 SN1362
 SN1362.The geoid height was determined by GEOID03.
 SN1362
 SN1362.The dynamic height is computed by dividing the NAVD 88
 SN1362.geopotential number by the normal gravity value computed on the
 SN1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1362.degrees latitude (g = 980.6199 gals.).
 SN1362
 SN1362.The modeled gravity was interpolated from observed gravity values.
 SN1362
 SN1362;                    North         East    Units  Estimated Accuracy
 SN1362;SPC ND N     -    95,110.      497,310.      MT  (+/- 180 meters Scaled)
 SN1362
 SN1362                          SUPERSEDED SURVEY CONTROL
 SN1362
 SN1362  NGVD 29 (??/??/92)  660.614  (m)         2167.36   (f) ADJ UNCH    2 0
 SN1362
 SN1362.Superseded values are not recommended for survey control.
 SN1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1362.See file dsdata.txt to determine how the superseded data were derived.
 SN1362
 SN1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU851033(NAD 83)
 SN1362_MARKER: DB = BENCH MARK DISK
 SN1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1362_STAMPING: K 237 1962
 SN1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1362+STABILITY: SURFACE MOTION
 SN1362
 SN1362  HISTORY     - Date     Condition        Report By
 SN1362  HISTORY     - 1962     MONUMENTED       CGS
 SN1362
 SN1362                          STATION DESCRIPTION
 SN1362
 SN1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1362'15 MI NE FROM RAUB.
 SN1362'6.0 MILES NORTH ALONG A GRAVELED ROAD FROM ITS INTERSECTION WITH STATE
 SN1362'HIGHWAY 37 AT RAUB, THENCE EAST ALONG GRAVELED ROAD FOR 8 MILES,
 SN1362'THENCE 1.0 MILE NORTH ALONG A GRADED ROAD.  AT A ROAD INTERSECTION, 45
 SN1362'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 36 FEET WEST OF THE
 SN1362'CENTERLINE OF GRADED ROAD, 29 FEET SOUTH OF THE CENTERLINE OF
 SN1362'EAST-WEST ROAD, 3.8 FEET WEST OF A FENCE CORNER, 1.6 FEET EAST OF A
 SN1362'WITNESS POST AND ABOUT LEVEL WITH THE NORTH-SOUTH ROAD. SET IN THE TOP
 SN1362'OF A CONCRETE POST PROJECTING 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0447 ***********************************************************************
 TG0447  DESIGNATION -  K 238
 TG0447  PID         -  TG0447
 TG0447  STATE/COUNTY-  ND/MOUNTRAIL
 TG0447  USGS QUAD   -  PALERMO (1981)
 TG0447
 TG0447                         *CURRENT SURVEY CONTROL
 TG0447  ___________________________________________________________________
 TG0447* NAD 83(1986)-  48 20 41.     (N)    102 13 24.     (W)     SCALED    
 TG0447* NAVD 88     -       670.634  (meters)    2200.24   (feet)  ADJUSTED  
 TG0447  ___________________________________________________________________
 TG0447  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TG0447  DYNAMIC HT  -         670.742 (meters)    2200.59  (feet)  COMP
 TG0447  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 TG0447
 TG0447  VERT ORDER  -  FIRST     CLASS II
 TG0447
 TG0447.The horizontal coordinates were scaled from a topographic map and have
 TG0447.an estimated accuracy of +/- 6 seconds.
 TG0447
 TG0447.The orthometric height was determined by differential leveling
 TG0447.and adjusted by the National Geodetic Survey in June 1991..
 TG0447.WARNING-Repeat measurements at this control monument indicate possible
 TG0447.vertical movement.
 TG0447
 TG0447.The geoid height was determined by GEOID03.
 TG0447
 TG0447.The dynamic height is computed by dividing the NAVD 88
 TG0447.geopotential number by the normal gravity value computed on the
 TG0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0447.degrees latitude (g = 980.6199 gals.).
 TG0447
 TG0447.The modeled gravity was interpolated from observed gravity values.
 TG0447
 TG0447;                    North         East    Units  Estimated Accuracy
 TG0447;SPC ND N     -   150,940.      472,270.      MT  (+/- 180 meters Scaled)
 TG0447
 TG0447                          SUPERSEDED SURVEY CONTROL
 TG0447
 TG0447  NGVD 29 (??/??/92)  670.175  (m)         2198.73   (f) ADJ UNCH    1 2
 TG0447
 TG0447.Superseded values are not recommended for survey control.
 TG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0447.See file dsdata.txt to determine how the superseded data were derived.
 TG0447
 TG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP057583(NAD 83)
 TG0447_MARKER: DB = BENCH MARK DISK
 TG0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0447_STAMPING: K 238 1963
 TG0447_MARK LOGO: CGS   
 TG0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0447+STABILITY: SURFACE MOTION
 TG0447
 TG0447  HISTORY     - Date     Condition        Report By
 TG0447  HISTORY     - 1963     MONUMENTED       CGS
 TG0447  HISTORY     - 1981     GOOD             NGS
 TG0447
 TG0447                          STATION DESCRIPTION
 TG0447
 TG0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0447'IN PALERMO.
 TG0447'ABOUT 0.2 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0447'AT PALERMO, THENCE 0.35 MILE NORTH ALONG A GRAVELED ROAD, ABOUT 150
 TG0447'YARDS NORTH OF THE INTERSECTION OF U.S. HIGHWAY 2, 43 FEET WEST OF THE
 TG0447'CENTERLINE OF THE ROAD, 51 FEET NORTH OF A FENCE CORNER OF A FENCE
 TG0447'AROUND A CEMETERY, 3 FEET SOUTH OF A POWER POLE, 3.5 FEET EAST OF A
 TG0447'FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TG0447'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0447'INCHES, S 10, R 90 W, T 156 N.
 TG0447
 TG0447                          STATION RECOVERY (1981)
 TG0447
 TG0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1294 ***********************************************************************
 SN1294  DESIGNATION -  K 239
 SN1294  PID         -  SN1294
 SN1294  STATE/COUNTY-  ND/WARD
 SN1294  USGS QUAD   -  RYDER (1981)
 SN1294
 SN1294                         *CURRENT SURVEY CONTROL
 SN1294  ___________________________________________________________________
 SN1294* NAD 83(1986)-  47 56 04.     (N)    101 40 44.     (W)     SCALED    
 SN1294* NAVD 88     -       646.069  (meters)    2119.64   (feet)  ADJUSTED  
 SN1294  ___________________________________________________________________
 SN1294  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1294  DYNAMIC HT  -         646.153 (meters)    2119.92  (feet)  COMP
 SN1294  MODELED GRAV-     980,719.6   (mgal)                       NAVD 88
 SN1294
 SN1294  VERT ORDER  -  SECOND    CLASS 0
 SN1294
 SN1294.The horizontal coordinates were scaled from a topographic map and have
 SN1294.an estimated accuracy of +/- 6 seconds.
 SN1294
 SN1294.The orthometric height was determined by differential leveling
 SN1294.and adjusted by the National Geodetic Survey in June 1991..
 SN1294
 SN1294.The geoid height was determined by GEOID03.
 SN1294
 SN1294.The dynamic height is computed by dividing the NAVD 88
 SN1294.geopotential number by the normal gravity value computed on the
 SN1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1294.degrees latitude (g = 980.6199 gals.).
 SN1294
 SN1294.The modeled gravity was interpolated from observed gravity values.
 SN1294
 SN1294;                    North         East    Units  Estimated Accuracy
 SN1294;SPC ND N     -   104,570.      511,920.      MT  (+/- 180 meters Scaled)
 SN1294
 SN1294                          SUPERSEDED SURVEY CONTROL
 SN1294
 SN1294  NGVD 29 (??/??/92)  645.661  (m)         2118.31   (f) ADJ UNCH    2 0
 SN1294
 SN1294.Superseded values are not recommended for survey control.
 SN1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1294.See file dsdata.txt to determine how the superseded data were derived.
 SN1294
 SN1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU999124(NAD 83)
 SN1294_MARKER: DB = BENCH MARK DISK
 SN1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1294_STAMPING: K 239 1962
 SN1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1294+STABILITY: SURFACE MOTION
 SN1294
 SN1294  HISTORY     - Date     Condition        Report By
 SN1294  HISTORY     - 1962     MONUMENTED       CGS
 SN1294
 SN1294                          STATION DESCRIPTION
 SN1294
 SN1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1294'1.3 MI N FROM RYDER.
 SN1294'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1294'CROSSING AT RYDER, 111 FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD
 SN1294'INTERSECTION, 100.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 47
 SN1294'FEET SOUTH OF THE CENTERLINE OF THE GRADED ROAD, 8 FEET SOUTH OF A
 SN1294'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET WEST OF A FENCE,
 SN1294'1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SN1294'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SN1294'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0643 ***********************************************************************
 TG0643  DESIGNATION -  K 240
 TG0643  PID         -  TG0643
 TG0643  STATE/COUNTY-  ND/MOUNTRAIL
 TG0643  USGS QUAD   -  PALERMO NE (1981)
 TG0643
 TG0643                         *CURRENT SURVEY CONTROL
 TG0643  ___________________________________________________________________
 TG0643* NAD 83(1986)-  48 26 40.     (N)    102 04 57.     (W)     SCALED    
 TG0643* NAVD 88     -       698.016  (meters)    2290.07   (feet)  ADJUSTED  
 TG0643  ___________________________________________________________________
 TG0643  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0643  DYNAMIC HT  -         698.129 (meters)    2290.44  (feet)  COMP
 TG0643  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 TG0643
 TG0643  VERT ORDER  -  SECOND    CLASS 0
 TG0643
 TG0643.The horizontal coordinates were scaled from a topographic map and have
 TG0643.an estimated accuracy of +/- 6 seconds.
 TG0643
 TG0643.The orthometric height was determined by differential leveling
 TG0643.and adjusted by the National Geodetic Survey in June 1991..
 TG0643
 TG0643.The geoid height was determined by GEOID03.
 TG0643
 TG0643.The dynamic height is computed by dividing the NAVD 88
 TG0643.geopotential number by the normal gravity value computed on the
 TG0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0643.degrees latitude (g = 980.6199 gals.).
 TG0643
 TG0643.The modeled gravity was interpolated from observed gravity values.
 TG0643
 TG0643;                    North         East    Units  Estimated Accuracy
 TG0643;SPC ND N     -   161,800.      482,940.      MT  (+/- 180 meters Scaled)
 TG0643
 TG0643                          SUPERSEDED SURVEY CONTROL
 TG0643
 TG0643  NGVD 29 (??/??/92)  697.592  (m)         2288.68   (f) ADJ UNCH    2 0
 TG0643
 TG0643.Superseded values are not recommended for survey control.
 TG0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0643.See file dsdata.txt to determine how the superseded data were derived.
 TG0643
 TG0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP157698(NAD 83)
 TG0643_MARKER: DB = BENCH MARK DISK
 TG0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0643_STAMPING: K 240 1963
 TG0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0643+STABILITY: SURFACE MOTION
 TG0643
 TG0643  HISTORY     - Date     Condition        Report By
 TG0643  HISTORY     - 1963     MONUMENTED       CGS
 TG0643
 TG0643                          STATION DESCRIPTION
 TG0643
 TG0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0643'10.4 MI SW FROM COULEE.
 TG0643'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0643'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0643'ROAD, THENCE 3.1 MILES WEST ALONG A GRADED DIRT ROAD, AT THE TOP OF A
 TG0643'SHORT STEEP HILL, 92 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 TG0643'GRAVELED ROAD LEADING SOUTH, 83 FEET WEST OF THE CENTERLINE OF THE
 TG0643'ROAD LEADING SOUTH, 46.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TG0643'LEADING WEST, 2.5 FEET WEST OF A POWER POLE AND IN LINE WITH AN
 TG0643'EAST-WEST LINE OF POLES, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0643'LEVEL WITH THE ROAD LEADING SOUTH, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0643'ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TG0643'INCHES, S 7, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0418 ***********************************************************************
 TG0418  DESIGNATION -  K 241
 TG0418  PID         -  TG0418
 TG0418  STATE/COUNTY-  ND/MOUNTRAIL
 TG0418  USGS QUAD   -  BLAISDELL (1981)
 TG0418
 TG0418                         *CURRENT SURVEY CONTROL
 TG0418  ___________________________________________________________________
 TG0418* NAD 83(1986)-  48 20 16.     (N)    102 04 15.     (W)     SCALED    
 TG0418* NAVD 88     -       688.521  (meters)    2258.92   (feet)  ADJUSTED  
 TG0418  ___________________________________________________________________
 TG0418  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0418  DYNAMIC HT  -         688.631 (meters)    2259.28  (feet)  COMP
 TG0418  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 TG0418
 TG0418  VERT ORDER  -  FIRST     CLASS II
 TG0418
 TG0418.The horizontal coordinates were scaled from a topographic map and have
 TG0418.an estimated accuracy of +/- 6 seconds.
 TG0418
 TG0418.The orthometric height was determined by differential leveling
 TG0418.and adjusted by the National Geodetic Survey in June 1991..
 TG0418
 TG0418.The geoid height was determined by GEOID03.
 TG0418
 TG0418.The dynamic height is computed by dividing the NAVD 88
 TG0418.geopotential number by the normal gravity value computed on the
 TG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0418.degrees latitude (g = 980.6199 gals.).
 TG0418
 TG0418.The modeled gravity was interpolated from observed gravity values.
 TG0418
 TG0418;                    North         East    Units  Estimated Accuracy
 TG0418;SPC ND N     -   149,930.      483,560.      MT  (+/- 180 meters Scaled)
 TG0418
 TG0418                          SUPERSEDED SURVEY CONTROL
 TG0418
 TG0418  NGVD 29 (??/??/92)  688.077  (m)         2257.47   (f) ADJ UNCH    1 2
 TG0418
 TG0418.Superseded values are not recommended for survey control.
 TG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0418.See file dsdata.txt to determine how the superseded data were derived.
 TG0418
 TG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP170579(NAD 83)
 TG0418_MARKER: DB = BENCH MARK DISK
 TG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0418_STAMPING: K 241 1963
 TG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0418+STABILITY: SURFACE MOTION
 TG0418
 TG0418  HISTORY     - Date     Condition        Report By
 TG0418  HISTORY     - 1963     MONUMENTED       CGS
 TG0418
 TG0418                          STATION DESCRIPTION
 TG0418
 TG0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0418'0.4 MI E FROM BLAISDELL.
 TG0418'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0418'AT BLAISDELL, ABOUT 8 RAILS EAST OF A FARM ROAD CROSSING, 162.5 FEET
 TG0418'NORTHWEST OF MILEPOST 39, 82.8 FEET NORTH OF THE NORTH RAIL, 45.5 FEET
 TG0418'NORTH OF THE FIRST TELEGRAPH POLE WEST OF THE MILEPOST, 23.5 FEET
 TG0418'SOUTHEAST OF A 36-INCH TWIN OAK TREE, 1.4 FEET EAST OF A METAL WITNESS
 TG0418'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TG0418'A CONCRETE POST PROJECTING 5 INCHES, S 19, R 89 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0047 ***********************************************************************
 SO0047  DESIGNATION -  K 242
 SO0047  PID         -  SO0047
 SO0047  STATE/COUNTY-  ND/MOUNTRAIL
 SO0047  USGS QUAD   -  NEW TOWN (1981)
 SO0047
 SO0047                         *CURRENT SURVEY CONTROL
 SO0047  ___________________________________________________________________
 SO0047* NAD 83(1986)-  47 58 40.     (N)    102 23 08.     (W)     SCALED    
 SO0047* NAVD 88     -       590.009  (meters)    1935.72   (feet)  ADJUSTED  
 SO0047  ___________________________________________________________________
 SO0047  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0047  DYNAMIC HT  -         590.093 (meters)    1936.00  (feet)  COMP
 SO0047  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 SO0047
 SO0047  VERT ORDER  -  SECOND    CLASS 0
 SO0047
 SO0047.The horizontal coordinates were scaled from a topographic map and have
 SO0047.an estimated accuracy of +/- 6 seconds.
 SO0047
 SO0047.The orthometric height was determined by differential leveling
 SO0047.and adjusted by the National Geodetic Survey in June 1991..
 SO0047
 SO0047.The geoid height was determined by GEOID03.
 SO0047
 SO0047.The dynamic height is computed by dividing the NAVD 88
 SO0047.geopotential number by the normal gravity value computed on the
 SO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0047.degrees latitude (g = 980.6199 gals.).
 SO0047
 SO0047.The modeled gravity was interpolated from observed gravity values.
 SO0047
 SO0047;                    North         East    Units  Estimated Accuracy
 SO0047;SPC ND N     -   110,430.      459,250.      MT  (+/- 180 meters Scaled)
 SO0047
 SO0047                          SUPERSEDED SURVEY CONTROL
 SO0047
 SO0047  NGVD 29 (??/??/92)  589.565  (m)         1934.26   (f) ADJ UNCH    2 0
 SO0047
 SO0047.Superseded values are not recommended for survey control.
 SO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0047.See file dsdata.txt to determine how the superseded data were derived.
 SO0047
 SO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP951171(NAD 83)
 SO0047_MARKER: DB = BENCH MARK DISK
 SO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0047_STAMPING: K 242 1963
 SO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0047+STABILITY: SURFACE MOTION
 SO0047
 SO0047  HISTORY     - Date     Condition        Report By
 SO0047  HISTORY     - 1963     MONUMENTED       CGS
 SO0047
 SO0047                          STATION DESCRIPTION
 SO0047
 SO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0047'4.8 MI E FROM NEW TOWN.
 SO0047'ABOUT 4.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0047'NEW TOWN, ABOUT 0.7 MILE WEST OF A 50-FOOT CONCRETE BRIDGE OVER A
 SO0047'SMALL STREAM, 138 FEET NORTHEAST OF A GRAVELED ROAD INTERSECTION, 98
 SO0047'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 99 FEET EAST OF THE
 SO0047'CENTERLINE OF THE ROAD LEADING NORTH, 3 FEET SOUTHWEST OF A POWER
 SO0047'POLE, 2.5 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 SO0047'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0047'POST PROJECTING 6 INCHES S 18, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1265 ***********************************************************************
 TF1265  DESIGNATION -  K 243
 TF1265  PID         -  TF1265
 TF1265  STATE/COUNTY-  ND/MOUNTRAIL
 TF1265  USGS QUAD   -  PLAZA (1980)
 TF1265
 TF1265                         *CURRENT SURVEY CONTROL
 TF1265  ___________________________________________________________________
 TF1265* NAD 83(1986)-  48 07 29.     (N)    101 57 55.     (W)     SCALED    
 TF1265* NAVD 88     -       643.583  (meters)    2111.49   (feet)  ADJUSTED  
 TF1265  ___________________________________________________________________
 TF1265  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 TF1265  DYNAMIC HT  -         643.679 (meters)    2111.80  (feet)  COMP
 TF1265  MODELED GRAV-     980,738.6   (mgal)                       NAVD 88
 TF1265
 TF1265  VERT ORDER  -  SECOND    CLASS 0
 TF1265
 TF1265.The horizontal coordinates were scaled from a topographic map and have
 TF1265.an estimated accuracy of +/- 6 seconds.
 TF1265
 TF1265.The orthometric height was determined by differential leveling
 TF1265.and adjusted by the National Geodetic Survey in June 1991..
 TF1265
 TF1265.The geoid height was determined by GEOID03.
 TF1265
 TF1265.The dynamic height is computed by dividing the NAVD 88
 TF1265.geopotential number by the normal gravity value computed on the
 TF1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1265.degrees latitude (g = 980.6199 gals.).
 TF1265
 TF1265.The modeled gravity was interpolated from observed gravity values.
 TF1265
 TF1265;                    North         East    Units  Estimated Accuracy
 TF1265;SPC ND N     -   126,090.      490,930.      MT  (+/- 180 meters Scaled)
 TF1265
 TF1265                          SUPERSEDED SURVEY CONTROL
 TF1265
 TF1265  NGVD 29 (??/??/92)  643.153  (m)         2110.08   (f) ADJ UNCH    2 0
 TF1265
 TF1265.Superseded values are not recommended for survey control.
 TF1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1265.See file dsdata.txt to determine how the superseded data were derived.
 TF1265
 TF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU793344(NAD 83)
 TF1265_MARKER: DB = BENCH MARK DISK
 TF1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1265_STAMPING: K 243 1963
 TF1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1265+STABILITY: SURFACE MOTION
 TF1265
 TF1265  HISTORY     - Date     Condition        Report By
 TF1265  HISTORY     - 1963     MONUMENTED       CGS
 TF1265
 TF1265                          STATION DESCRIPTION
 TF1265
 TF1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1265'7.5 MI N FROM PLAZA.
 TF1265'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1265'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1265'7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 67 FEET NORTHEAST OF THE
 TF1265'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 53 FEET EAST OF THE
 TF1265'CENTERLINE OF THE NORTH-SOUTH ROAD, 41 FEET NORTH OF THE CENTERLINE OF
 TF1265'THE EAST-WEST ROAD, 4.4 FEET NORTHEAST OF A POWER POLE, 2.0 FEET WEST
 TF1265'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND
 TF1265'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT, S 26, R 88 W, T
 TF1265'154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0284 ***********************************************************************
 SO0284  DESIGNATION -  K 244
 SO0284  PID         -  SO0284
 SO0284  STATE/COUNTY-  ND/MOUNTRAIL
 SO0284  USGS QUAD   -  PARSHALL (1981)
 SO0284
 SO0284                         *CURRENT SURVEY CONTROL
 SO0284  ___________________________________________________________________
 SO0284* NAD 83(1986)-  47 59 31.     (N)    102 10 18.     (W)     SCALED    
 SO0284* NAVD 88     -       634.973  (meters)    2083.24   (feet)  ADJUSTED  
 SO0284  ___________________________________________________________________
 SO0284  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0284  DYNAMIC HT  -         635.070 (meters)    2083.56  (feet)  COMP
 SO0284  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 SO0284
 SO0284  VERT ORDER  -  SECOND    CLASS 0
 SO0284
 SO0284.The horizontal coordinates were scaled from a topographic map and have
 SO0284.an estimated accuracy of +/- 6 seconds.
 SO0284
 SO0284.The orthometric height was determined by differential leveling
 SO0284.and adjusted by the National Geodetic Survey in June 1991..
 SO0284
 SO0284.The geoid height was determined by GEOID03.
 SO0284
 SO0284.The dynamic height is computed by dividing the NAVD 88
 SO0284.geopotential number by the normal gravity value computed on the
 SO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0284.degrees latitude (g = 980.6199 gals.).
 SO0284
 SO0284.The modeled gravity was interpolated from observed gravity values.
 SO0284
 SO0284;                    North         East    Units  Estimated Accuracy
 SO0284;SPC ND N     -   111,640.      475,250.      MT  (+/- 180 meters Scaled)
 SO0284
 SO0284                          SUPERSEDED SURVEY CONTROL
 SO0284
 SO0284  NGVD 29 (??/??/92)  634.548  (m)         2081.85   (f) ADJ UNCH    2 0
 SO0284
 SO0284.Superseded values are not recommended for survey control.
 SO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0284.See file dsdata.txt to determine how the superseded data were derived.
 SO0284
 SO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP110192(NAD 83)
 SO0284_MARKER: DB = BENCH MARK DISK
 SO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0284_STAMPING: K 244 1963
 SO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0284+STABILITY: SURFACE MOTION
 SO0284
 SO0284  HISTORY     - Date     Condition        Report By
 SO0284  HISTORY     - 1963     MONUMENTED       CGS
 SO0284
 SO0284                          STATION DESCRIPTION
 SO0284
 SO0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0284'5.1 MI NW FROM PARSHALL.
 SO0284'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0284'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 2.0
 SO0284'MILES WEST ALONG STATE HIGHWAY 23, THENCE 1.0 MILE NORTH ALONG A
 SO0284'GRADED COUNTY ROAD, 61.0 FEET SOUTHEAST OF THE CENTER OF A ROAD
 SO0284'INTERSECTION, 43.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 41.0 FEET
 SO0284'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.0 FEET WEST OF A
 SO0284'POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SO0284'THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0284'0.6 FOOT, S 14, R 90 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0668 ***********************************************************************
 TG0668  DESIGNATION -  K 245 RESET
 TG0668  PID         -  TG0668
 TG0668  STATE/COUNTY-  ND/MOUNTRAIL
 TG0668  USGS QUAD   -  EPWORTH NW (1981)
 TG0668
 TG0668                         *CURRENT SURVEY CONTROL
 TG0668  ___________________________________________________________________
 TG0668* NAD 83(1986)-  48 14 24.     (N)    102 13 26.     (W)     SCALED    
 TG0668* NAVD 88     -       678.65   (+/-2cm)    2226.5    (feet)  VERTCON   
 TG0668  ___________________________________________________________________
 TG0668  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG0668
 TG0668  VERT ORDER  -  THIRD (See Below)
 TG0668
 TG0668.The horizontal coordinates were scaled from a topographic map and have
 TG0668.an estimated accuracy of +/- 6 seconds.
 TG0668
 TG0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0668.The vertical order pertains to the NGVD 29 superseded value.
 TG0668
 TG0668.The geoid height was determined by GEOID03.
 TG0668
 TG0668;                    North         East    Units  Estimated Accuracy
 TG0668;SPC ND N     -   139,300.      471,970.      MT  (+/- 180 meters Scaled)
 TG0668
 TG0668                          SUPERSEDED SURVEY CONTROL
 TG0668
 TG0668  NGVD 29 (11/04/04)  678.20   (m)         2225.1    (f) RESET       3  
 TG0668
 TG0668.Superseded values are not recommended for survey control.
 TG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0668.See file dsdata.txt to determine how the superseded data were derived.
 TG0668
 TG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP061467(NAD 83)
 TG0668_MARKER: DB = BENCH MARK DISK
 TG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0668_STAMPING: K 245 RESET 1977
 TG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0668+STABILITY: SURFACE MOTION
 TG0668
 TG0668  HISTORY     - Date     Condition        Report By
 TG0668  HISTORY     - 1977     MONUMENTED       NGS
 TG0668
 TG0668                          STATION DESCRIPTION
 TG0668
 TG0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TG0668'6.8 MI S FROM PALERMO.
 TG0668'FROM THE CENTER OF PALERMO, GO 0.15 MILE EAST ALONG RAILROAD TRACK,
 TG0668'THENCE SOUTH ALONG PAVED ROAD FOR 6.8 MILES TO MARK ON LEFT. STANDARD
 TG0668'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT FLUSH WITH
 TG0668'GROUND.  75 FEET EAST OF CENTER OF ROAD, 42 FEET SOUTH OF CENTER OF
 TG0668'ROAD, 39.5 FEET WEST OF BURIED CABLE SIGN, 1.9 FEET SOUTH OF METAL
 TG0668'POST WITH WITNESS SIGN AND 1.8 FEET NORTH OF METAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0739 ***********************************************************************
 TG0739  DESIGNATION -  K 246
 TG0739  PID         -  TG0739
 TG0739  STATE/COUNTY-  ND/MOUNTRAIL
 TG0739  USGS QUAD   -  EPWORTH SE (1981)
 TG0739
 TG0739                         *CURRENT SURVEY CONTROL
 TG0739  ___________________________________________________________________
 TG0739* NAD 83(1986)-  48 07 28.     (N)    102 00 30.     (W)     SCALED    
 TG0739* NAVD 88     -       637.885  (meters)    2092.79   (feet)  ADJUSTED  
 TG0739  ___________________________________________________________________
 TG0739  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG0739  DYNAMIC HT  -         637.980 (meters)    2093.11  (feet)  COMP
 TG0739  MODELED GRAV-     980,739.9   (mgal)                       NAVD 88
 TG0739
 TG0739  VERT ORDER  -  SECOND    CLASS 0
 TG0739
 TG0739.The horizontal coordinates were scaled from a topographic map and have
 TG0739.an estimated accuracy of +/- 6 seconds.
 TG0739
 TG0739.The orthometric height was determined by differential leveling
 TG0739.and adjusted by the National Geodetic Survey in June 1991..
 TG0739
 TG0739.The geoid height was determined by GEOID03.
 TG0739
 TG0739.The dynamic height is computed by dividing the NAVD 88
 TG0739.geopotential number by the normal gravity value computed on the
 TG0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0739.degrees latitude (g = 980.6199 gals.).
 TG0739
 TG0739.The modeled gravity was interpolated from observed gravity values.
 TG0739
 TG0739;                    North         East    Units  Estimated Accuracy
 TG0739;SPC ND N     -   126,120.      487,730.      MT  (+/- 180 meters Scaled)
 TG0739
 TG0739                          SUPERSEDED SURVEY CONTROL
 TG0739
 TG0739  NGVD 29 (??/??/92)  637.454  (m)         2091.38   (f) ADJ UNCH    2 0
 TG0739
 TG0739.Superseded values are not recommended for survey control.
 TG0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0739.See file dsdata.txt to determine how the superseded data were derived.
 TG0739
 TG0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP226344(NAD 83)
 TG0739_MARKER: DB = BENCH MARK DISK
 TG0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0739_STAMPING: K 246 1963
 TG0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0739+STABILITY: SURFACE MOTION
 TG0739
 TG0739  HISTORY     - Date     Condition        Report By
 TG0739  HISTORY     - 1963     MONUMENTED       CGS
 TG0739
 TG0739                          STATION DESCRIPTION
 TG0739
 TG0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0739'9.5 MI NW FROM PLAZA.
 TG0739'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0739'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0739'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.0 MILES
 TG0739'WEST ALONG A GRAVELED COUNTY ROAD, 92.5 FEET NORTHEAST OF THE CENTER
 TG0739'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 89.0 FEET SOUTHWEST OF THE
 TG0739'SOUTHWEST CORNER OF AN ABANDONED SCHOOL BUILDING, 79.0 FEET NORTH OF
 TG0739'THE CENTERLINE OF THE EAST-WEST ROAD, 45.0 FEET EAST OF THE
 TG0739'NORTH-SOUTH ROAD, 3.8 FEET EAST OF A POWER POLE BEARING A SMALL
 TG0739'TRANSFORMER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG0739'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0739'0.6 FOOT, S 28, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1369 ***********************************************************************
 SN1369  DESIGNATION -  K 247
 SN1369  PID         -  SN1369
 SN1369  STATE/COUNTY-  ND/MCLEAN
 SN1369  USGS QUAD   -  MAKOTI SW (1956)
 SN1369
 SN1369                         *CURRENT SURVEY CONTROL
 SN1369  ___________________________________________________________________
 SN1369* NAD 83(1986)-  47 46 33.     (N)    101 58 48.     (W)     SCALED    
 SN1369* NAVD 88     -       603.001  (meters)    1978.35   (feet)  ADJUSTED  
 SN1369  ___________________________________________________________________
 SN1369  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 SN1369  DYNAMIC HT  -         603.077 (meters)    1978.60  (feet)  COMP
 SN1369  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SN1369
 SN1369  VERT ORDER  -  SECOND    CLASS 0
 SN1369
 SN1369.The horizontal coordinates were scaled from a topographic map and have
 SN1369.an estimated accuracy of +/- 6 seconds.
 SN1369
 SN1369.The orthometric height was determined by differential leveling
 SN1369.and adjusted by the National Geodetic Survey in June 1991..
 SN1369
 SN1369.The geoid height was determined by GEOID03.
 SN1369
 SN1369.The dynamic height is computed by dividing the NAVD 88
 SN1369.geopotential number by the normal gravity value computed on the
 SN1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1369.degrees latitude (g = 980.6199 gals.).
 SN1369
 SN1369.The modeled gravity was interpolated from observed gravity values.
 SN1369
 SN1369;                    North         East    Units  Estimated Accuracy
 SN1369;SPC ND N     -    87,320.      489,090.      MT  (+/- 180 meters Scaled)
 SN1369
 SN1369                          SUPERSEDED SURVEY CONTROL
 SN1369
 SN1369  NGVD 29 (??/??/92)  602.584  (m)         1976.98   (f) ADJ UNCH    2 0
 SN1369
 SN1369.Superseded values are not recommended for survey control.
 SN1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1369.See file dsdata.txt to determine how the superseded data were derived.
 SN1369
 SN1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT767956(NAD 83)
 SN1369_MARKER: DB = BENCH MARK DISK
 SN1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1369_STAMPING: K 247 1963
 SN1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1369+STABILITY: SURFACE MOTION
 SN1369
 SN1369  HISTORY     - Date     Condition        Report By
 SN1369  HISTORY     - 1963     MONUMENTED       CGS
 SN1369
 SN1369                          STATION DESCRIPTION
 SN1369
 SN1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1369'5.0 MI NE FROM RAUB.
 SN1369'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF A
 SN1369'GRAVELED COUNTY ROAD AT RAUB, THENCE 2.0 MILES NORTH ALONG A TRACK
 SN1369'ROAD, 51.5 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF AN
 SN1369'EAST-WEST ROAD, 45.0 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 SN1369'23.5 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.3 FEET EAST
 SN1369'OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 SN1369'WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1369'PROJECTING 0.6 FOOT, S 30, R 88 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1215 ***********************************************************************
 SN1215  DESIGNATION -  K 248
 SN1215  PID         -  SN1215
 SN1215  STATE/COUNTY-  ND/MCLEAN
 SN1215  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1215
 SN1215                         *CURRENT SURVEY CONTROL
 SN1215  ___________________________________________________________________
 SN1215* NAD 83(1986)-  47 41 19.     (N)    101 51 01.     (W)     SCALED    
 SN1215* NAVD 88     -       606.385  (meters)    1989.45   (feet)  ADJUSTED  
 SN1215  ___________________________________________________________________
 SN1215  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SN1215  DYNAMIC HT  -         606.448 (meters)    1989.65  (feet)  COMP
 SN1215  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 SN1215
 SN1215  VERT ORDER  -  SECOND    CLASS 0
 SN1215
 SN1215.The horizontal coordinates were scaled from a topographic map and have
 SN1215.an estimated accuracy of +/- 6 seconds.
 SN1215
 SN1215.The orthometric height was determined by differential leveling
 SN1215.and adjusted by the National Geodetic Survey in June 1991..
 SN1215
 SN1215.The geoid height was determined by GEOID03.
 SN1215
 SN1215.The dynamic height is computed by dividing the NAVD 88
 SN1215.geopotential number by the normal gravity value computed on the
 SN1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1215.degrees latitude (g = 980.6199 gals.).
 SN1215
 SN1215.The modeled gravity was interpolated from observed gravity values.
 SN1215
 SN1215;                    North         East    Units  Estimated Accuracy
 SN1215;SPC ND N     -    77,450.      498,640.      MT  (+/- 180 meters Scaled)
 SN1215
 SN1215                          SUPERSEDED SURVEY CONTROL
 SN1215
 SN1215  NGVD 29 (??/??/92)  605.965  (m)         1988.07   (f) ADJ UNCH    2 0
 SN1215
 SN1215.Superseded values are not recommended for survey control.
 SN1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1215.See file dsdata.txt to determine how the superseded data were derived.
 SN1215
 SN1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT861856(NAD 83)
 SN1215_MARKER: DB = BENCH MARK DISK
 SN1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1215_STAMPING: K 248 1963
 SN1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1215+STABILITY: SURFACE MOTION
 SN1215
 SN1215  HISTORY     - Date     Condition        Report By
 SN1215  HISTORY     - 1963     MONUMENTED       CGS
 SN1215
 SN1215                          STATION DESCRIPTION
 SN1215
 SN1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1215'4.65 MI SW FROM ROSEGLEN.
 SN1215'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1215'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 SN1215'COUNTY ROAD, 67 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 SN1215'EAST-WEST ROAD, 49 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1215'ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.9 FEET
 SN1215'EAST OF TELEPHONE POLE NO. 5B-36, 1.5 FEET SOUTH OF A METAL WITNESS
 SN1215'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, AND SET IN
 SN1215'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 29, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1164 ***********************************************************************
 SN1164  DESIGNATION -  K 249
 SN1164  PID         -  SN1164
 SN1164  STATE/COUNTY-  ND/MCLEAN
 SN1164  USGS QUAD   -  EMMET NE (1956)
 SN1164
 SN1164                         *CURRENT SURVEY CONTROL
 SN1164  ___________________________________________________________________
 SN1164* NAD 83(1986)-  47 44 48.     (N)    101 34 21.     (W)     SCALED    
 SN1164* NAVD 88     -       627.441  (meters)    2058.53   (feet)  ADJUSTED  
 SN1164  ___________________________________________________________________
 SN1164  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 SN1164  DYNAMIC HT  -         627.506 (meters)    2058.74  (feet)  COMP
 SN1164  MODELED GRAV-     980,694.8   (mgal)                       NAVD 88
 SN1164
 SN1164  VERT ORDER  -  SECOND    CLASS 0
 SN1164
 SN1164.The horizontal coordinates were scaled from a topographic map and have
 SN1164.an estimated accuracy of +/- 6 seconds.
 SN1164
 SN1164.The orthometric height was determined by differential leveling
 SN1164.and adjusted by the National Geodetic Survey in June 1991..
 SN1164
 SN1164.The geoid height was determined by GEOID03.
 SN1164
 SN1164.The dynamic height is computed by dividing the NAVD 88
 SN1164.geopotential number by the normal gravity value computed on the
 SN1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1164.degrees latitude (g = 980.6199 gals.).
 SN1164
 SN1164.The modeled gravity was interpolated from observed gravity values.
 SN1164
 SN1164;                    North         East    Units  Estimated Accuracy
 SN1164;SPC ND N     -    83,580.      519,580.      MT  (+/- 180 meters Scaled)
 SN1164
 SN1164                          SUPERSEDED SURVEY CONTROL
 SN1164
 SN1164  NGVD 29 (??/??/92)  627.029  (m)         2057.18   (f) ADJ UNCH    2 0
 SN1164
 SN1164.Superseded values are not recommended for survey control.
 SN1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1164.See file dsdata.txt to determine how the superseded data were derived.
 SN1164
 SN1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT071913(NAD 83)
 SN1164_MARKER: DB = BENCH MARK DISK
 SN1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1164_STAMPING: K 249 1963
 SN1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1164+STABILITY: SURFACE MOTION
 SN1164
 SN1164  HISTORY     - Date     Condition        Report By
 SN1164  HISTORY     - 1963     MONUMENTED       CGS
 SN1164
 SN1164                          STATION DESCRIPTION
 SN1164
 SN1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1164'12.35 MI E FROM ROSEGLEN.
 SN1164'ABOUT 7.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1164'MAIN STREET AT ROSEGLEN, THENCE 5.0 MILES EAST ALONG A GRAVELED COUNTY
 SN1164'ROAD, 72.5 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 SN1164'NORTH-SOUTH ROAD, 53.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 SN1164'ROAD, 48.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 5.0
 SN1164'FEET WEST OF TELEPHONE POLE NO. 3K 59, 1.5 FEET SOUTH OF A METAL
 SN1164'WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET IN THE TOP
 SN1164'OF A CONCRETE POST PROJECTING 0.6 FOOT, S 5, R 85 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1252 ***********************************************************************
 SN1252  DESIGNATION -  K 250
 SN1252  PID         -  SN1252
 SN1252  STATE/COUNTY-  ND/MCLEAN
 SN1252  USGS QUAD   -  EMMET (1956)
 SN1252
 SN1252                         *CURRENT SURVEY CONTROL
 SN1252  ___________________________________________________________________
 SN1252* NAD 83(1986)-  47 41 45.     (N)    101 40 46.     (W)     SCALED    
 SN1252* NAVD 88     -       637.653  (meters)    2092.03   (feet)  ADJUSTED  
 SN1252  ___________________________________________________________________
 SN1252  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 SN1252  DYNAMIC HT  -         637.715 (meters)    2092.24  (feet)  COMP
 SN1252  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 SN1252
 SN1252  VERT ORDER  -  SECOND    CLASS 0
 SN1252
 SN1252.The horizontal coordinates were scaled from a topographic map and have
 SN1252.an estimated accuracy of +/- 6 seconds.
 SN1252
 SN1252.The orthometric height was determined by differential leveling
 SN1252.and adjusted by the National Geodetic Survey in June 1991..
 SN1252
 SN1252.The geoid height was determined by GEOID03.
 SN1252
 SN1252.The dynamic height is computed by dividing the NAVD 88
 SN1252.geopotential number by the normal gravity value computed on the
 SN1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1252.degrees latitude (g = 980.6199 gals.).
 SN1252
 SN1252.The modeled gravity was interpolated from observed gravity values.
 SN1252
 SN1252;                    North         East    Units  Estimated Accuracy
 SN1252;SPC ND N     -    78,040.      511,480.      MT  (+/- 180 meters Scaled)
 SN1252
 SN1252                          SUPERSEDED SURVEY CONTROL
 SN1252
 SN1252  NGVD 29 (??/??/92)  637.232  (m)         2090.65   (f) ADJ UNCH    2 0
 SN1252
 SN1252.Superseded values are not recommended for survey control.
 SN1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1252.See file dsdata.txt to determine how the superseded data were derived.
 SN1252
 SN1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT989859(NAD 83)
 SN1252_MARKER: DB = BENCH MARK DISK
 SN1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1252_STAMPING: K 250 1963
 SN1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1252+STABILITY: SURFACE MOTION
 SN1252
 SN1252  HISTORY     - Date     Condition        Report By
 SN1252  HISTORY     - 1963     MONUMENTED       CGS
 SN1252
 SN1252                          STATION DESCRIPTION
 SN1252
 SN1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1252'4.5 MI NW FROM EMMET.
 SN1252'ABOUT 4.5 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1252'AT EMMET, 74 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET
 SN1252'NORTH OF THE CENTERLINE OF A TRACK ROAD, 3.8 FEET NORTHEAST OF A FENCE
 SN1252'CORNER, 2.0 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 SN1252'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SN1252'POST PROJECTING 0.6 FOOT, S 28, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0079 ***********************************************************************
 TG0079  DESIGNATION -  K 251
 TG0079  PID         -  TG0079
 TG0079  STATE/COUNTY-  ND/BURKE
 TG0079  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0079
 TG0079                         *CURRENT SURVEY CONTROL
 TG0079  ___________________________________________________________________
 TG0079* NAD 83(1986)-  48 34 15.     (N)    102 24 31.     (W)     SCALED    
 TG0079* NAVD 88     -       701.012  (meters)    2299.90   (feet)  ADJUSTED  
 TG0079  ___________________________________________________________________
 TG0079  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 TG0079  DYNAMIC HT  -         701.132 (meters)    2300.30  (feet)  COMP
 TG0079  MODELED GRAV-     980,758.5   (mgal)                       NAVD 88
 TG0079
 TG0079  VERT ORDER  -  SECOND    CLASS 0
 TG0079
 TG0079.The horizontal coordinates were scaled from a topographic map and have
 TG0079.an estimated accuracy of +/- 6 seconds.
 TG0079
 TG0079.The orthometric height was determined by differential leveling
 TG0079.and adjusted by the National Geodetic Survey in June 1991..
 TG0079
 TG0079.The geoid height was determined by GEOID03.
 TG0079
 TG0079.The dynamic height is computed by dividing the NAVD 88
 TG0079.geopotential number by the normal gravity value computed on the
 TG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0079.degrees latitude (g = 980.6199 gals.).
 TG0079
 TG0079.The modeled gravity was interpolated from observed gravity values.
 TG0079
 TG0079;                    North         East    Units  Estimated Accuracy
 TG0079;SPC ND N     -   176,400.      459,170.      MT  (+/- 180 meters Scaled)
 TG0079
 TG0079                          SUPERSEDED SURVEY CONTROL
 TG0079
 TG0079  NGVD 29 (??/??/92)  700.569  (m)         2298.45   (f) ADJ UNCH    2 0
 TG0079
 TG0079.Superseded values are not recommended for survey control.
 TG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0079.See file dsdata.txt to determine how the superseded data were derived.
 TG0079
 TG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP911829(NAD 83)
 TG0079_MARKER: DB = BENCH MARK DISK
 TG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0079_STAMPING: K 251 1963
 TG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0079+STABILITY: SURFACE MOTION
 TG0079
 TG0079  HISTORY     - Date     Condition        Report By
 TG0079  HISTORY     - 1963     MONUMENTED       CGS
 TG0079
 TG0079                          STATION DESCRIPTION
 TG0079
 TG0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0079'17.7 MI N FROM STANLEY.
 TG0079'ABOUT 17.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0079'STANLEY, ABOUT 0.9 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 50
 TG0079'LEADING WEST, ON THE SOUTH SLOPE OF A HILL, 127 FEET SOUTHWEST OF THE
 TG0079'CENTER OF THE JUNCTION OF A DRIVEWAY LEADING EAST TO A WHITE HOUSE,
 TG0079'101 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTHEAST OF A
 TG0079'POWER POLE, 2 FEET EAST OF A FENCE 1.3 FEET SOUTH OF A METAL WITNESS
 TG0079'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TG0079'OF A CONCRETE POST PROJECTING 4 INCHES, S 27, R 91 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0324 ***********************************************************************
 TG0324  DESIGNATION -  K 252
 TG0324  PID         -  TG0324
 TG0324  STATE/COUNTY-  ND/WARD
 TG0324  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0324
 TG0324                         *CURRENT SURVEY CONTROL
 TG0324  ___________________________________________________________________
 TG0324* NAD 83(1986)-  48 33 36.     (N)    102 12 44.     (W)     SCALED    
 TG0324* NAVD 88     -       705.653  (meters)    2315.13   (feet)  ADJUSTED  
 TG0324  ___________________________________________________________________
 TG0324  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG0324  DYNAMIC HT  -         705.775 (meters)    2315.53  (feet)  COMP
 TG0324  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 TG0324
 TG0324  VERT ORDER  -  SECOND    CLASS 0
 TG0324
 TG0324.The horizontal coordinates were scaled from a topographic map and have
 TG0324.an estimated accuracy of +/- 6 seconds.
 TG0324
 TG0324.The orthometric height was determined by differential leveling
 TG0324.and adjusted by the National Geodetic Survey in June 1991..
 TG0324
 TG0324.The geoid height was determined by GEOID03.
 TG0324
 TG0324.The dynamic height is computed by dividing the NAVD 88
 TG0324.geopotential number by the normal gravity value computed on the
 TG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0324.degrees latitude (g = 980.6199 gals.).
 TG0324
 TG0324.The modeled gravity was interpolated from observed gravity values.
 TG0324
 TG0324;                    North         East    Units  Estimated Accuracy
 TG0324;SPC ND N     -   174,850.      473,630.      MT  (+/- 180 meters Scaled)
 TG0324
 TG0324                          SUPERSEDED SURVEY CONTROL
 TG0324
 TG0324  NGVD 29 (??/??/92)  705.224  (m)         2313.72   (f) ADJ UNCH    2 0
 TG0324
 TG0324.Superseded values are not recommended for survey control.
 TG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0324.See file dsdata.txt to determine how the superseded data were derived.
 TG0324
 TG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056822(NAD 83)
 TG0324_MARKER: DB = BENCH MARK DISK
 TG0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0324_STAMPING: K 252 1963
 TG0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0324+STABILITY: SURFACE MOTION
 TG0324
 TG0324  HISTORY     - Date     Condition        Report By
 TG0324  HISTORY     - 1963     MONUMENTED       CGS
 TG0324
 TG0324                          STATION DESCRIPTION
 TG0324
 TG0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0324'10.3 MI NW FROM COULEE.
 TG0324'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0324'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 TG0324'ROAD, 230 FEET SOUTH OF THE CENTER OF A DIRT ROAD INTERSECTION, 31
 TG0324'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 2 FEET WEST OF
 TG0324'A FENCE, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TG0324'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0324'PROJECTING 5 INCHES, S 32, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1263 ***********************************************************************
 TF1263  DESIGNATION -  K 253
 TF1263  PID         -  TF1263
 TF1263  STATE/COUNTY-  ND/MOUNTRAIL
 TF1263  USGS QUAD   -  PLAZA NW (1981)
 TF1263
 TF1263                         *CURRENT SURVEY CONTROL
 TF1263  ___________________________________________________________________
 TF1263* NAD 83(1986)-  48 09 12.     (N)    101 57 54.     (W)     SCALED    
 TF1263* NAVD 88     -       647.358  (meters)    2123.87   (feet)  ADJUSTED  
 TF1263  ___________________________________________________________________
 TF1263  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TF1263  DYNAMIC HT  -         647.455 (meters)    2124.19  (feet)  COMP
 TF1263  MODELED GRAV-     980,739.6   (mgal)                       NAVD 88
 TF1263
 TF1263  VERT ORDER  -  SECOND    CLASS 0
 TF1263
 TF1263.The horizontal coordinates were scaled from a topographic map and have
 TF1263.an estimated accuracy of +/- 6 seconds.
 TF1263
 TF1263.The orthometric height was determined by differential leveling
 TF1263.and adjusted by the National Geodetic Survey in June 1991..
 TF1263
 TF1263.The geoid height was determined by GEOID03.
 TF1263
 TF1263.The dynamic height is computed by dividing the NAVD 88
 TF1263.geopotential number by the normal gravity value computed on the
 TF1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1263.degrees latitude (g = 980.6199 gals.).
 TF1263
 TF1263.The modeled gravity was interpolated from observed gravity values.
 TF1263
 TF1263;                    North         East    Units  Estimated Accuracy
 TF1263;SPC ND N     -   129,270.      491,010.      MT  (+/- 180 meters Scaled)
 TF1263
 TF1263                          SUPERSEDED SURVEY CONTROL
 TF1263
 TF1263  NGVD 29 (??/??/92)  646.925  (m)         2122.45   (f) ADJ UNCH    2 0
 TF1263
 TF1263.Superseded values are not recommended for survey control.
 TF1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1263.See file dsdata.txt to determine how the superseded data were derived.
 TF1263
 TF1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU794375(NAD 83)
 TF1263_MARKER: DB = BENCH MARK DISK
 TF1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1263_STAMPING: K 253 1963
 TF1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1263+STABILITY: SURFACE MOTION
 TF1263
 TF1263  HISTORY     - Date     Condition        Report By
 TF1263  HISTORY     - 1963     MONUMENTED       CGS
 TF1263
 TF1263                          STATION DESCRIPTION
 TF1263
 TF1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1263'9.5 MI N FROM PLAZA.
 TF1263'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1263'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1263'9.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 72 FEET SOUTHEAST OF THE
 TF1263'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 52 FEET SOUTH OF THE
 TF1263'CENTERLINE OF THE EAST-WEST ROAD, 50 FEET EAST OF THE CENTERLINE OF
 TF1263'THE NORTH-SOUTH ROAD, 4.5 FEET NORTH OF A POWER POLE, 1.5 FEET WEST OF
 TF1263'A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET
 TF1263'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 23, R 88 W, T 154
 TF1263'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1198 ***********************************************************************
 TF1198  DESIGNATION -  K 254 RESET
 TF1198  PID         -  TF1198
 TF1198  STATE/COUNTY-  ND/WARD
 TF1198  USGS QUAD   -  BERTHOLD (1980)
 TF1198
 TF1198                         *CURRENT SURVEY CONTROL
 TF1198  ___________________________________________________________________
 TF1198* NAD 83(1986)-  48 19 10.     (N)    101 43 45.     (W)     SCALED    
 TF1198* NAVD 88     -       630.12   (+/-2cm)    2067.3    (feet)  VERTCON   
 TF1198  ___________________________________________________________________
 TF1198  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 TF1198
 TF1198  VERT ORDER  -  THIRD (See Below)
 TF1198
 TF1198.The horizontal coordinates were scaled from a topographic map and have
 TF1198.an estimated accuracy of +/- 6 seconds.
 TF1198
 TF1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1198.The vertical order pertains to the NGVD 29 superseded value.
 TF1198
 TF1198.The geoid height was determined by GEOID03.
 TF1198
 TF1198;                    North         East    Units  Estimated Accuracy
 TF1198;SPC ND N     -   147,430.      508,850.      MT  (+/- 180 meters Scaled)
 TF1198
 TF1198                          SUPERSEDED SURVEY CONTROL
 TF1198
 TF1198  NGVD 29 (11/04/04)  629.71   (m)         2066.0    (f) RESET       3  
 TF1198
 TF1198.Superseded values are not recommended for survey control.
 TF1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1198.See file dsdata.txt to determine how the superseded data were derived.
 TF1198
 TF1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU976554(NAD 83)
 TF1198_MARKER: DB = BENCH MARK DISK
 TF1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1198_STAMPING: K 254 RESET 1966
 TF1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1198+STABILITY: SURFACE MOTION
 TF1198
 TF1198  HISTORY     - Date     Condition        Report By
 TF1198  HISTORY     - 1966     MONUMENTED       CGS
 TF1198  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1198
 TF1198                          STATION DESCRIPTION
 TF1198
 TF1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1198'1.0 MI NE FROM BERTHOLD.
 TF1198'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1198'AT BERTHOLD, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 28, IN SECTION
 TF1198'21, R 86 W, T 156 N, IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE
 TF1198'HIGHWAY 28 AND U.S. HIGHWAY 2, 251 FEET WEST OF THE CENTERLINE OF
 TF1198'STATE HIGHWAY 28, 200 FEET SOUTH OF THE GREAT PLAINS SUPPLY CO.
 TF1198'OFFICE, AT THE SOUTH EDGE OF THEIR FENCED LOT, 100 FEET NORTH OF THE
 TF1198'CENTERLINE OF U.S. HIGHWAY 2, 2 FEET WEST OF A METAL WITNESS POST, 0.6
 TF1198'FOOT NORTH OF THE FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST
 TF1198'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 TF1198
 TF1198                          STATION RECOVERY (1981)
 TF1198
 TF1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1246 ***********************************************************************
 TE1246  DESIGNATION -  K 255
 TE1246  PID         -  TE1246
 TE1246  STATE/COUNTY-  ND/BENSON
 TE1246  USGS QUAD   -  LEEDS (1980)
 TE1246
 TE1246                         *CURRENT SURVEY CONTROL
 TE1246  ___________________________________________________________________
 TE1246* NAD 83(1986)-  48 17 19.     (N)    099 25 08.     (W)     SCALED    
 TE1246* NAVD 88     -       460.105  (meters)    1509.53   (feet)  ADJUSTED  
 TE1246  ___________________________________________________________________
 TE1246  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 TE1246  DYNAMIC HT  -         460.187 (meters)    1509.80  (feet)  COMP
 TE1246  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 TE1246
 TE1246  VERT ORDER  -  FIRST     CLASS II
 TE1246
 TE1246.The horizontal coordinates were scaled from a topographic map and have
 TE1246.an estimated accuracy of +/- 6 seconds.
 TE1246
 TE1246.The orthometric height was determined by differential leveling
 TE1246.and adjusted by the National Geodetic Survey in June 1991..
 TE1246.WARNING-Repeat measurements at this control monument indicate possible
 TE1246.vertical movement.
 TE1246
 TE1246.The geoid height was determined by GEOID03.
 TE1246
 TE1246.The dynamic height is computed by dividing the NAVD 88
 TE1246.geopotential number by the normal gravity value computed on the
 TE1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1246.degrees latitude (g = 980.6199 gals.).
 TE1246
 TE1246.The modeled gravity was interpolated from observed gravity values.
 TE1246
 TE1246;                    North         East    Units  Estimated Accuracy
 TE1246;SPC ND N     -   143,830.      680,220.      MT  (+/- 180 meters Scaled)
 TE1246
 TE1246                          SUPERSEDED SURVEY CONTROL
 TE1246
 TE1246  NGVD 29 (??/??/92)  459.698  (m)         1508.19   (f) ADJ UNCH    1 2
 TE1246
 TE1246.Superseded values are not recommended for survey control.
 TE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1246.See file dsdata.txt to determine how the superseded data were derived.
 TE1246
 TE1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU689484(NAD 83)
 TE1246_MARKER: DB = BENCH MARK DISK
 TE1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1246_STAMPING: K 255 1963
 TE1246_MARK LOGO: CGS   
 TE1246_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1246+STABILITY: SURFACE MOTION
 TE1246
 TE1246  HISTORY     - Date     Condition        Report By
 TE1246  HISTORY     - 1963     MONUMENTED       CGS
 TE1246  HISTORY     - 1982     GOOD             NGS
 TE1246
 TE1246                          STATION DESCRIPTION
 TE1246
 TE1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1246'0.9 MI E FROM LEEDS.
 TE1246'ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1246'AT LEEDS, ABOUT 0.4 MILE EAST OF MILEPOST 115, ABOUT 0.1 MILE WEST OF
 TE1246'A GRAVELED ROAD CROSSING, BETWEEN THE TRACK AND U.S. HIGHWAY 2, 132
 TE1246'FEET SOUTH ACROSS THE TRACK FROM THE 13TH TELEGRAPH POLE EAST OF THE
 TE1246'MILEPOST, 66 FEET SOUTH OF THE SOUTH RAIL, 54 FEET NORTH OF THE
 TE1246'CENTERLINE OF THE HIGHWAY, 64.5 FEET NORTHEAST OF THE NORTH END OF THE
 TE1246'MORE EASTERLY OF TWO 34-INCH PIPE CULVERTS UNDER THE HIGHWAY, 1.5 FEET
 TE1246'WEST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 TE1246'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE1246
 TE1246                          STATION RECOVERY (1982)
 TE1246
 TE1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1246'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1246'0.1 KM (0.05 MI) SOUTH ON HOWERY AVENUE FROM THE POST OFFICE IN LEEDS
 TE1246'TO THE INTERSECTION OF U.S. HIGHWAY 2, THENCE 2.1 KM (1.3 MI) EAST
 TE1246'ALONG HIGHWAY 2 TO THE MARK, 0.2 KM (0.1 MI) WEST OF AN ACCESS ROAD,
 TE1246'16.4 METERS (54.0 FT) NORTH OF THE CENTER OF HIGHWAY 2, AND 20.1
 TE1246'METERS (66.0 FT) SOUTH OF THE SOUTHERNMOST RAIL OF TRACKS.
 TE1246'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 TE1246'THE MARK IS 2.4 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1233 ***********************************************************************
 TE1233  DESIGNATION -  K 256
 TE1233  PID         -  TE1233
 TE1233  STATE/COUNTY-  ND/BENSON
 TE1233  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1233
 TE1233                         *CURRENT SURVEY CONTROL
 TE1233  ___________________________________________________________________
 TE1233* NAD 83(1986)-  48 16 31.     (N)    099 14 09.     (W)     SCALED    
 TE1233* NAVD 88     -       446.961  (meters)    1466.40   (feet)  ADJUSTED  
 TE1233  ___________________________________________________________________
 TE1233  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 TE1233  DYNAMIC HT  -         447.042 (meters)    1466.67  (feet)  COMP
 TE1233  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 TE1233
 TE1233  VERT ORDER  -  FIRST     CLASS II
 TE1233
 TE1233.The horizontal coordinates were scaled from a topographic map and have
 TE1233.an estimated accuracy of +/- 6 seconds.
 TE1233
 TE1233.The orthometric height was determined by differential leveling
 TE1233.and adjusted by the National Geodetic Survey in June 1991..
 TE1233
 TE1233.The geoid height was determined by GEOID03.
 TE1233
 TE1233.The dynamic height is computed by dividing the NAVD 88
 TE1233.geopotential number by the normal gravity value computed on the
 TE1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1233.degrees latitude (g = 980.6199 gals.).
 TE1233
 TE1233.The modeled gravity was interpolated from observed gravity values.
 TE1233
 TE1233;                    North         East    Units  Estimated Accuracy
 TE1233;SPC ND N     -   142,560.      693,830.      MT  (+/- 180 meters Scaled)
 TE1233
 TE1233                          SUPERSEDED SURVEY CONTROL
 TE1233
 TE1233  NGVD 29 (??/??/92)  446.591  (m)         1465.19   (f) ADJ UNCH    1 2
 TE1233
 TE1233.Superseded values are not recommended for survey control.
 TE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1233.See file dsdata.txt to determine how the superseded data were derived.
 TE1233
 TE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU825469(NAD 83)
 TE1233_MARKER: DB = BENCH MARK DISK
 TE1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1233_STAMPING: K 256 1963
 TE1233_MARK LOGO: CGS   
 TE1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1233+STABILITY: SURFACE MOTION
 TE1233
 TE1233  HISTORY     - Date     Condition        Report By
 TE1233  HISTORY     - 1963     MONUMENTED       CGS
 TE1233  HISTORY     - 1982     GOOD             NGS
 TE1233
 TE1233                          STATION DESCRIPTION
 TE1233
 TE1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1233'2.3 MI W FROM CHURCHES FERRY.
 TE1233'ABOUT 2.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1233'AT CHURCHES FERRY, ABOUT 0.9 MILE WEST OF THE OVERPASS OF U.S. HIGHWAY
 TE1233'281, ABOUT 0.3 MILE WEST OF MILEPOST 106, BETWEEN THE TRACK AND U.S.
 TE1233'HIGHWAY 2, 95 FEET SOUTHWEST ACROSS THE TRACK FROM THE ELEVENTH
 TE1233'TELEGRAPH POLE WEST OF THE MILEPOST, 50.1 FEET SOUTH OF THE SOUTH
 TE1233'RAIL, 53.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST
 TE1233'OF TELEPHONE POLE NO. 6 WHICH IS THE 7TH POLE WEST OF A DIRT ROAD
 TE1233'CROSSING, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW
 TE1233'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE1233'PROJECTING 4 INCHES.
 TE1233
 TE1233                          STATION RECOVERY (1982)
 TE1233
 TE1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1233'RECOVERED THIS DATE, NOTE, CHANGE GREAT NORTHERN TO BURLINGTON
 TE1233'NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0666 ***********************************************************************
 TE0666  DESIGNATION -  K 257
 TE0666  PID         -  TE0666
 TE0666  STATE/COUNTY-  ND/RAMSEY
 TE0666  USGS QUAD   -  DOYON (1971)
 TE0666
 TE0666                         *CURRENT SURVEY CONTROL
 TE0666  ___________________________________________________________________
 TE0666* NAD 83(1986)-  48 03 04.     (N)    098 30 33.     (W)     SCALED    
 TE0666* NAVD 88     -       459.338  (meters)    1507.01   (feet)  ADJUSTED  
 TE0666  ___________________________________________________________________
 TE0666  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 TE0666  DYNAMIC HT  -         459.412 (meters)    1507.25  (feet)  COMP
 TE0666  MODELED GRAV-     980,758.6   (mgal)                       NAVD 88
 TE0666
 TE0666  VERT ORDER  -  FIRST     CLASS II
 TE0666
 TE0666.The horizontal coordinates were scaled from a topographic map and have
 TE0666.an estimated accuracy of +/- 6 seconds.
 TE0666
 TE0666.The orthometric height was determined by differential leveling
 TE0666.and adjusted by the National Geodetic Survey in June 1991..
 TE0666
 TE0666.The geoid height was determined by GEOID03.
 TE0666
 TE0666.The dynamic height is computed by dividing the NAVD 88
 TE0666.geopotential number by the normal gravity value computed on the
 TE0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0666.degrees latitude (g = 980.6199 gals.).
 TE0666
 TE0666.The modeled gravity was interpolated from observed gravity values.
 TE0666
 TE0666;                    North         East    Units  Estimated Accuracy
 TE0666;SPC ND N     -   118,780.      748,390.      MT  (+/- 180 meters Scaled)
 TE0666
 TE0666                          SUPERSEDED SURVEY CONTROL
 TE0666
 TE0666  NGVD 29 (??/??/92)  458.955  (m)         1505.75   (f) ADJ UNCH    1 2
 TE0666
 TE0666.Superseded values are not recommended for survey control.
 TE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0666.See file dsdata.txt to determine how the superseded data were derived.
 TE0666
 TE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU365220(NAD 83)
 TE0666_MARKER: DB = BENCH MARK DISK
 TE0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0666_STAMPING: K 257 1963
 TE0666_MARK LOGO: CGS   
 TE0666_PROJECTION: FLUSH
 TE0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0666+STABILITY: SURFACE MOTION
 TE0666
 TE0666  HISTORY     - Date     Condition        Report By
 TE0666  HISTORY     - 1963     MONUMENTED       CGS
 TE0666  HISTORY     - 1982     GOOD             NGS
 TE0666
 TE0666                          STATION DESCRIPTION
 TE0666
 TE0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0666'3.6 MI W FROM BARTLETT.
 TE0666'ABOUT 3.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0666'AT BARTLETT, IN S 20, R 61 W, T 153 N, ABOUT 0.3 MILE WEST OF MILEPOST
 TE0666'68, 109 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 96.8
 TE0666'FEET SOUTH OF THE SOUTH RAIL, 66.0 FEET WEST OF THE CENTERLINE OF THE
 TE0666'ROAD, 33.0 FEET EAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A FENCE,
 TE0666'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TE0666'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0666
 TE0666                          STATION RECOVERY (1982)
 TE0666
 TE0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0666'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0666'9.8 KM (6.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0666'ROAD 1 IN LAKOTA, THENCE 1.3 KM (0.85 MI) NORTH ALONG A GRAVEL ROAD TO
 TE0666'THE BURLINGTON NORTHERN RAILROAD CROSSING, THENCE 2.5 KM (1.55 MI)
 TE0666'WEST ALONG THE GRAVEL ROAD AND TRACKS TO THE JUNCTION OF U.S. HIGHWAY
 TE0666'2, THENCE 0.6 KM (0.45 MI) WEST ALONG THE HIGHWAY, AT A GRAVEL ROAD
 TE0666'CROSSING, THENCE 0.2 KM (0.1 MI) NORTH TO THE BURLINGTON RAILROAD
 TE0666'CROSSING, AND ABOUT 0.5 KM (0.3 MI) WEST OF RAILROAD MILEPOST 68,
 TE0666'33.2 METERS (109.0 FT) SOUTHWEST OF THE CENTER OF THE CROSSING,
 TE0666'29.5 METERS (97.0 FT) SOUTH OF THE SOUTH RAIL, 20.1 METERS (66.0 FT)
 TE0666'WEST OF THE CENTER OF THE ROAD, AND 0.45 METERS (1.5 FT) NORTH OF A
 TE0666'FENCE.
 TE0666'THE MARK IS 0.48 METERS  E FROM A WITNESS POST.
 TE0666'THE MARK IS 1.2 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0347 ***********************************************************************
 TE0347  DESIGNATION -  K 258
 TE0347  PID         -  TE0347
 TE0347  STATE/COUNTY-  ND/RAMSEY
 TE0347  USGS QUAD   -  BROCKET (1971)
 TE0347
 TE0347                         *CURRENT SURVEY CONTROL
 TE0347  ___________________________________________________________________
 TE0347* NAD 83(1986)-  48 13 27.     (N)    098 21 25.     (W)     SCALED    
 TE0347* NAVD 88     -       462.140  (meters)    1516.20   (feet)  ADJUSTED  
 TE0347  ___________________________________________________________________
 TE0347  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0347  DYNAMIC HT  -         462.224 (meters)    1516.48  (feet)  COMP
 TE0347  MODELED GRAV-     980,778.9   (mgal)                       NAVD 88
 TE0347
 TE0347  VERT ORDER  -  SECOND    CLASS 0
 TE0347
 TE0347.The horizontal coordinates were scaled from a topographic map and have
 TE0347.an estimated accuracy of +/- 6 seconds.
 TE0347
 TE0347.The orthometric height was determined by differential leveling
 TE0347.and adjusted by the National Geodetic Survey in June 1991..
 TE0347
 TE0347.The geoid height was determined by GEOID03.
 TE0347
 TE0347.The dynamic height is computed by dividing the NAVD 88
 TE0347.geopotential number by the normal gravity value computed on the
 TE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0347.degrees latitude (g = 980.6199 gals.).
 TE0347
 TE0347.The modeled gravity was interpolated from observed gravity values.
 TE0347
 TE0347;                    North         East    Units  Estimated Accuracy
 TE0347;SPC ND N     -   138,320.      759,200.      MT  (+/- 180 meters Scaled)
 TE0347
 TE0347                          SUPERSEDED SURVEY CONTROL
 TE0347
 TE0347  NGVD 29 (??/??/92)  461.767  (m)         1514.98   (f) ADJ UNCH    2 0
 TE0347
 TE0347.Superseded values are not recommended for survey control.
 TE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0347.See file dsdata.txt to determine how the superseded data were derived.
 TE0347
 TE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU477414(NAD 83)
 TE0347_MARKER: DB = BENCH MARK DISK
 TE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0347_STAMPING: K 258 1963
 TE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0347+STABILITY: SURFACE MOTION
 TE0347
 TE0347  HISTORY     - Date     Condition        Report By
 TE0347  HISTORY     - 1963     MONUMENTED       CGS
 TE0347
 TE0347                          STATION DESCRIPTION
 TE0347
 TE0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0347'0.8 MI N FROM BROCKET.
 TE0347'0.8 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0347'BROCKET, IN S 21, R 60 W, T 155 N, ABOUT 0.2 MILE SOUTH OF MILEPOST
 TE0347'13, 119 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 110
 TE0347'FEET NORTH OF THE CENTERLINE OF THE ROAD, 45.3 FEET WEST OF THE WEST
 TE0347'RAIL, 8.0 FEET SOUTH OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF
 TE0347'POLES, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0347'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0347'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0931 ***********************************************************************
 TE0931  DESIGNATION -  K 259
 TE0931  PID         -  TE0931
 TE0931  STATE/COUNTY-  ND/RAMSEY
 TE0931  USGS QUAD   -  HAMPDEN (1970)
 TE0931
 TE0931                         *CURRENT SURVEY CONTROL
 TE0931  ___________________________________________________________________
 TE0931* NAD 83(1986)-  48 31 45.     (N)    098 38 07.     (W)     SCALED    
 TE0931* NAVD 88     -       475.935  (meters)    1561.46   (feet)  ADJUSTED  
 TE0931  ___________________________________________________________________
 TE0931  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 TE0931  DYNAMIC HT  -         476.029 (meters)    1561.77  (feet)  COMP
 TE0931  MODELED GRAV-     980,793.9   (mgal)                       NAVD 88
 TE0931
 TE0931  VERT ORDER  -  SECOND    CLASS 0
 TE0931
 TE0931.The horizontal coordinates were scaled from a topographic map and have
 TE0931.an estimated accuracy of +/- 6 seconds.
 TE0931
 TE0931.The orthometric height was determined by differential leveling
 TE0931.and adjusted by the National Geodetic Survey in June 1991..
 TE0931
 TE0931.The geoid height was determined by GEOID03.
 TE0931
 TE0931.The dynamic height is computed by dividing the NAVD 88
 TE0931.geopotential number by the normal gravity value computed on the
 TE0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0931.degrees latitude (g = 980.6199 gals.).
 TE0931
 TE0931.The modeled gravity was interpolated from observed gravity values.
 TE0931
 TE0931;                    North         East    Units  Estimated Accuracy
 TE0931;SPC ND N     -   171,690.      737,710.      MT  (+/- 180 meters Scaled)
 TE0931
 TE0931                          SUPERSEDED SURVEY CONTROL
 TE0931
 TE0931  NGVD 29 (??/??/92)  475.543  (m)         1560.18   (f) ADJ UNCH    2 0
 TE0931
 TE0931.Superseded values are not recommended for survey control.
 TE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0931.See file dsdata.txt to determine how the superseded data were derived.
 TE0931
 TE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU269751(NAD 83)
 TE0931_MARKER: DB = BENCH MARK DISK
 TE0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0931_STAMPING: K 259 1963
 TE0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0931+STABILITY: SURFACE MOTION
 TE0931
 TE0931  HISTORY     - Date     Condition        Report By
 TE0931  HISTORY     - 1963     MONUMENTED       CGS
 TE0931
 TE0931                          STATION DESCRIPTION
 TE0931
 TE0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0931'1.1 MI SE FROM HAMPDEN.
 TE0931'ABOUT 1.1 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0931'STATION AT HAMPDEN, IN S 10, R 62 W, T 158 N, ABOUT 0.4 MILE SOUTHEAST
 TE0931'OF MILEPOST 39, 220 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 TE0931'CROSSING, 122 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 42.8 FEET
 TE0931'NORTHEAST OF THE NORTHEAST RAIL, 6.0 FEET SOUTHEAST OF THE 2ND
 TE0931'TELEPHONE POLE SOUTHEAST OF THE CROSSING AND IN LINE WITH THE ROW OF
 TE0931'POLES, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 TE0931'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE0931'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0082 ***********************************************************************
 RQ0082  DESIGNATION -  K 26
 RQ0082  PID         -  RQ0082
 RQ0082  STATE/COUNTY-  ND/DICKEY
 RQ0082  USGS QUAD   -  OAKES (1952)
 RQ0082
 RQ0082                         *CURRENT SURVEY CONTROL
 RQ0082  ___________________________________________________________________
 RQ0082* NAD 83(1986)-  46 08 15.     (N)    098 05 39.     (W)     SCALED    
 RQ0082* NAVD 88     -       400.601  (meters)    1314.31   (feet)  ADJUSTED  
 RQ0082  ___________________________________________________________________
 RQ0082  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RQ0082  DYNAMIC HT  -         400.593 (meters)    1314.28  (feet)  COMP
 RQ0082  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 RQ0082
 RQ0082  VERT ORDER  -  FIRST     CLASS II
 RQ0082
 RQ0082.The horizontal coordinates were scaled from a topographic map and have
 RQ0082.an estimated accuracy of +/- 6 seconds.
 RQ0082
 RQ0082.The orthometric height was determined by differential leveling
 RQ0082.and adjusted by the National Geodetic Survey in June 1991..
 RQ0082
 RQ0082.The geoid height was determined by GEOID03.
 RQ0082
 RQ0082.The dynamic height is computed by dividing the NAVD 88
 RQ0082.geopotential number by the normal gravity value computed on the
 RQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0082.degrees latitude (g = 980.6199 gals.).
 RQ0082
 RQ0082.The modeled gravity was interpolated from observed gravity values.
 RQ0082
 RQ0082;                    North         East    Units  Estimated Accuracy
 RQ0082;SPC ND S     -    55,180.      785,870.      MT  (+/- 180 meters Scaled)
 RQ0082
 RQ0082                          SUPERSEDED SURVEY CONTROL
 RQ0082
 RQ0082  NGVD 29 (??/??/92)  400.274  (m)         1313.23   (f) ADJ UNCH    1 2
 RQ0082
 RQ0082.Superseded values are not recommended for survey control.
 RQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0082.See file dsdata.txt to determine how the superseded data were derived.
 RQ0082
 RQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS699097(NAD 83)
 RQ0082_MARKER: DB = BENCH MARK DISK
 RQ0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0082_SP_SET: FOUNDATION
 RQ0082_STAMPING: K 26 1934
 RQ0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0082
 RQ0082  HISTORY     - Date     Condition        Report By
 RQ0082  HISTORY     - 1934     MONUMENTED       CGS
 RQ0082  HISTORY     - 1941     GOOD             NGS
 RQ0082
 RQ0082                          STATION DESCRIPTION
 RQ0082
 RQ0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0082'IN OAKES.
 RQ0082'AT OAKES, DICKEY COUNTY, ABOUT 300 FEET EAST OF THE RAILROAD TRACKS,
 RQ0082'AT THE CITY WATER WORKS, AT THE NORTHEAST CORNER OF THE PUMP HOUSE,
 RQ0082'ABOUT 50 FEET NORTH OF THE WATER TANK, AND IN THE TOP OF THE CONCRETE
 RQ0082'FOUNDATION OF THE COAL BIN.  A STANDARD DISK, STAMPED K 26 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0790 ***********************************************************************
 TE0790  DESIGNATION -  K 260
 TE0790  PID         -  TE0790
 TE0790  STATE/COUNTY-  ND/RAMSEY
 TE0790  USGS QUAD   -  CRARY (1994)
 TE0790
 TE0790                         *CURRENT SURVEY CONTROL
 TE0790  ___________________________________________________________________
 TE0790* NAD 83(1986)-  48 06 27.     (N)    098 39 34.     (W)     SCALED    
 TE0790* NAVD 88     -       451.905  (meters)    1482.62   (feet)  ADJUSTED  
 TE0790  ___________________________________________________________________
 TE0790  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE0790  DYNAMIC HT  -         451.981 (meters)    1482.87  (feet)  COMP
 TE0790  MODELED GRAV-     980,766.3   (mgal)                       NAVD 88
 TE0790
 TE0790  VERT ORDER  -  SECOND    CLASS 0
 TE0790
 TE0790.The horizontal coordinates were scaled from a topographic map and have
 TE0790.an estimated accuracy of +/- 6 seconds.
 TE0790
 TE0790.The orthometric height was determined by differential leveling
 TE0790.and adjusted by the National Geodetic Survey in June 1991..
 TE0790
 TE0790.The geoid height was determined by GEOID03.
 TE0790
 TE0790.The dynamic height is computed by dividing the NAVD 88
 TE0790.geopotential number by the normal gravity value computed on the
 TE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0790.degrees latitude (g = 980.6199 gals.).
 TE0790
 TE0790.The modeled gravity was interpolated from observed gravity values.
 TE0790
 TE0790;                    North         East    Units  Estimated Accuracy
 TE0790;SPC ND N     -   124,770.      737,050.      MT  (+/- 180 meters Scaled)
 TE0790
 TE0790                          SUPERSEDED SURVEY CONTROL
 TE0790
 TE0790  NGVD 29 (??/??/92)  451.525  (m)         1481.38   (f) ADJ UNCH    2 0
 TE0790
 TE0790.Superseded values are not recommended for survey control.
 TE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0790.See file dsdata.txt to determine how the superseded data were derived.
 TE0790
 TE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU253283(NAD 83)
 TE0790_MARKER: DB = BENCH MARK DISK
 TE0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0790_STAMPING: K 260 1963
 TE0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0790+STABILITY: SURFACE MOTION
 TE0790
 TE0790  HISTORY     - Date     Condition        Report By
 TE0790  HISTORY     - 1963     MONUMENTED       CGS
 TE0790  HISTORY     - 1972     MARK NOT FOUND   NGS
 TE0790
 TE0790                          STATION DESCRIPTION
 TE0790
 TE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0790'3.5 MI NW FROM CRARY.
 TE0790'ABOUT 3.5 MILES NORTHWEST ALONG COUNTY ROAD 2 FROM THE GREAT NORTHERN
 TE0790'RAILWAY STATION AT CRARY, IN S 5, R 62 W, T 153 N, ABOUT 2.5 MILES
 TE0790'SOUTH OF THE SOO LINE RAILROAD CROSSING AT ROHRVILLE, 62.5 FEET
 TE0790'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF COUNTY ROAD 2 WITH
 TE0790'COUNTY ROAD 3 AND A DIRT ROAD LEADING SOUTH, 48 FEET SOUTH OF THE
 TE0790'CENTERLINE OF COUNTY ROAD 2, 33 FEET EAST OF THE CENTERLINE OF THE
 TE0790'DIRT ROAD, 4.5 FEET EAST OF A POWER POLE AND IN LINE WITH A ROW OF
 TE0790'POLES, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TE0790'LEVEL OF COUNTY ROAD 2, AND SET IN THE TOP OF A CONCRETE POST
 TE0790'PROJECTING 5 INCHES.  NOTE-- MEASUREMENTS PUT MARK AT THE BOTTOM OF A
 TE0790'LARGE DITCH.
 TE0790
 TE0790                          STATION RECOVERY (1972)
 TE0790
 TE0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TE0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0380 ***********************************************************************
 SL0380  DESIGNATION -  K 261
 SL0380  PID         -  SL0380
 SL0380  STATE/COUNTY-  ND/GRAND FORKS
 SL0380  USGS QUAD   -  KELLY (1963)
 SL0380
 SL0380                         *CURRENT SURVEY CONTROL
 SL0380  ___________________________________________________________________
 SL0380* NAD 83(1986)-  47 55 07.     (N)    097 09 29.     (W)     SCALED    
 SL0380* NAVD 88     -       257.729  (meters)     845.57   (feet)  ADJUSTED  
 SL0380  ___________________________________________________________________
 SL0380  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 SL0380  DYNAMIC HT  -         257.776 (meters)     845.72  (feet)  COMP
 SL0380  MODELED GRAV-     980,786.6   (mgal)                       NAVD 88
 SL0380
 SL0380  VERT ORDER  -  FIRST     CLASS II
 SL0380
 SL0380.The horizontal coordinates were scaled from a topographic map and have
 SL0380.an estimated accuracy of +/- 6 seconds.
 SL0380
 SL0380.The orthometric height was determined by differential leveling
 SL0380.and adjusted by the National Geodetic Survey in June 1991..
 SL0380
 SL0380.The geoid height was determined by GEOID03.
 SL0380
 SL0380.The dynamic height is computed by dividing the NAVD 88
 SL0380.geopotential number by the normal gravity value computed on the
 SL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0380.degrees latitude (g = 980.6199 gals.).
 SL0380
 SL0380.The modeled gravity was interpolated from observed gravity values.
 SL0380
 SL0380;                    North         East    Units  Estimated Accuracy
 SL0380;SPC ND N     -   107,550.      849,690.      MT  (+/- 180 meters Scaled)
 SL0380
 SL0380                          SUPERSEDED SURVEY CONTROL
 SL0380
 SL0380  NGVD 29 (??/??/92)  257.393  (m)          844.46   (f) ADJ UNCH    1 2
 SL0380
 SL0380.Superseded values are not recommended for survey control.
 SL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0380.See file dsdata.txt to determine how the superseded data were derived.
 SL0380
 SL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU376088(NAD 83)
 SL0380_MARKER: DB = BENCH MARK DISK
 SL0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0380_SP_SET: ABUTMENT
 SL0380_STAMPING: K 261 1963
 SL0380_MARK LOGO: CGS   
 SL0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0380
 SL0380  HISTORY     - Date     Condition        Report By
 SL0380  HISTORY     - 1963     MONUMENTED       CGS
 SL0380  HISTORY     - 1971     GOOD             NGS
 SL0380  HISTORY     - 1981     GOOD             NGS
 SL0380
 SL0380                          STATION DESCRIPTION
 SL0380
 SL0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0380'5.9 MI W FROM GRAND FORKS.
 SL0380'ABOUT 5.9 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0380'AT GRAND FORKS, IN S 3, R 51 W, T 151 N, SET IN THE TOP OF THE NORTH
 SL0380'END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 2.5, 5.0 FEET
 SL0380'NORTH OF THE NORTH RAIL, 1.0 FOOT SOUTH OF THE NORTH EDGE OF THE
 SL0380'ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 SL0380
 SL0380                          STATION RECOVERY (1971)
 SL0380
 SL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SL0380'RECOVERED IN GOOD CONDITION.
 SL0380
 SL0380                          STATION RECOVERY (1981)
 SL0380
 SL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0380'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0380'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0416 ***********************************************************************
 SL0416  DESIGNATION -  K 262
 SL0416  PID         -  SL0416
 SL0416  STATE/COUNTY-  ND/GRAND FORKS
 SL0416  USGS QUAD   -  ARVILLA (1963)
 SL0416
 SL0416                         *CURRENT SURVEY CONTROL
 SL0416  ___________________________________________________________________
 SL0416* NAD 83(1986)-  47 55 10.     (N)    097 26 43.     (W)     SCALED    
 SL0416* NAVD 88     -       289.329  (meters)     949.24   (feet)  ADJUSTED  
 SL0416  ___________________________________________________________________
 SL0416  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 SL0416  DYNAMIC HT  -         289.378 (meters)     949.40  (feet)  COMP
 SL0416  MODELED GRAV-     980,772.5   (mgal)                       NAVD 88
 SL0416
 SL0416  VERT ORDER  -  FIRST     CLASS II
 SL0416
 SL0416.The horizontal coordinates were scaled from a topographic map and have
 SL0416.an estimated accuracy of +/- 6 seconds.
 SL0416
 SL0416.The orthometric height was determined by differential leveling
 SL0416.and adjusted by the National Geodetic Survey in June 1991..
 SL0416
 SL0416.The geoid height was determined by GEOID03.
 SL0416
 SL0416.The dynamic height is computed by dividing the NAVD 88
 SL0416.geopotential number by the normal gravity value computed on the
 SL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0416.degrees latitude (g = 980.6199 gals.).
 SL0416
 SL0416.The modeled gravity was interpolated from observed gravity values.
 SL0416
 SL0416;                    North         East    Units  Estimated Accuracy
 SL0416;SPC ND N     -   106,750.      828,240.      MT  (+/- 180 meters Scaled)
 SL0416
 SL0416                          SUPERSEDED SURVEY CONTROL
 SL0416
 SL0416  NGVD 29 (??/??/92)  288.979  (m)          948.09   (f) ADJ UNCH    1 2
 SL0416
 SL0416.Superseded values are not recommended for survey control.
 SL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0416.See file dsdata.txt to determine how the superseded data were derived.
 SL0416
 SL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU161085(NAD 83)
 SL0416_MARKER: DB = BENCH MARK DISK
 SL0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0416_SP_SET: ABUTMENT
 SL0416_STAMPING: K 262 1963
 SL0416_MARK LOGO: CGS   
 SL0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0416
 SL0416  HISTORY     - Date     Condition        Report By
 SL0416  HISTORY     - 1963     MONUMENTED       CGS
 SL0416  HISTORY     - 1981     GOOD             NGS
 SL0416
 SL0416                          STATION DESCRIPTION
 SL0416
 SL0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0416'3.55 MI W FROM EMERADO.
 SL0416'ABOUT 3.55 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0416'STATION AT EMERADO, IN S 4, R 53 W, T 151 N, SET IN THE TOP OF THE
 SL0416'NORTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 15.8,
 SL0416'5.0 FEET NORTH OF THE NORTH RAIL, 0.9 FOOT EAST OF THE WEST EDGE OF
 SL0416'THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.  NOTE--
 SL0416'THIS MARK IS 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM L 262
 SL0416'1963 WHICH IS DESCRIBED FROM ARVILLA.
 SL0416
 SL0416                          STATION RECOVERY (1981)
 SL0416
 SL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0416'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0416'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0826 ***********************************************************************
 SL0826  DESIGNATION -  K 263
 SL0826  PID         -  SL0826
 SL0826  STATE/COUNTY-  ND/GRAND FORKS
 SL0826  USGS QUAD   -  NIAGARA (1963)
 SL0826
 SL0826                         *CURRENT SURVEY CONTROL
 SL0826  ___________________________________________________________________
 SL0826* NAD 83(1986)-  47 59 26.     (N)    097 49 19.     (W)     SCALED    
 SL0826* NAVD 88     -       412.872  (meters)    1354.56   (feet)  ADJUSTED  
 SL0826  ___________________________________________________________________
 SL0826  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL0826  DYNAMIC HT  -         412.940 (meters)    1354.79  (feet)  COMP
 SL0826  MODELED GRAV-     980,763.2   (mgal)                       NAVD 88
 SL0826
 SL0826  VERT ORDER  -  FIRST     CLASS II
 SL0826
 SL0826.The horizontal coordinates were scaled from a topographic map and have
 SL0826.an estimated accuracy of +/- 6 seconds.
 SL0826
 SL0826.The orthometric height was determined by differential leveling
 SL0826.and adjusted by the National Geodetic Survey in June 1991..
 SL0826
 SL0826.The geoid height was determined by GEOID03.
 SL0826
 SL0826.The dynamic height is computed by dividing the NAVD 88
 SL0826.geopotential number by the normal gravity value computed on the
 SL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0826.degrees latitude (g = 980.6199 gals.).
 SL0826
 SL0826.The modeled gravity was interpolated from observed gravity values.
 SL0826
 SL0826;                    North         East    Units  Estimated Accuracy
 SL0826;SPC ND N     -   113,610.      799,830.      MT  (+/- 180 meters Scaled)
 SL0826
 SL0826                          SUPERSEDED SURVEY CONTROL
 SL0826
 SL0826  NGVD 29 (??/??/92)  412.503  (m)         1353.35   (f) ADJ UNCH    1 2
 SL0826
 SL0826.Superseded values are not recommended for survey control.
 SL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0826.See file dsdata.txt to determine how the superseded data were derived.
 SL0826
 SL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU878159(NAD 83)
 SL0826_MARKER: DB = BENCH MARK DISK
 SL0826_SETTING: 66 = SET IN ROCK OUTCROP
 SL0826_SP_SET: OUTCROP
 SL0826_STAMPING: K 263 1963
 SL0826_MARK LOGO: CGS   
 SL0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL0826+STABILITY: POSITION/ELEVATION WELL
 SL0826
 SL0826  HISTORY     - Date     Condition        Report By
 SL0826  HISTORY     - 1963     MONUMENTED       CGS
 SL0826  HISTORY     - 1982     GOOD             NGS
 SL0826  HISTORY     - 1983     GOOD             LOCSUR
 SL0826
 SL0826                          STATION DESCRIPTION
 SL0826
 SL0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0826'2.3 MI E FROM NIAGARA.
 SL0826'ABOUT 2.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0826'AT NIAGARA, IN S 16, R 56 W, T 152 N, 160 FEET SOUTHWEST ACROSS THE
 SL0826'TRACK FROM MILEPOST 36, SET IN THE TOP OF A 5 X 7 FOOT GRANITE ROCK
 SL0826'OUTCROP, 41.5 FEET SOUTH OF THE SOUTH RAIL, 31 FEET NORTHWEST OF A
 SL0826'TELEGRAPH POLE, 1.9 FEET NORTH OF A METAL WITNESS POST, 1.6 FEET NORTH
 SL0826'OF THE SOUTH EDGE OF THE OUTCROP, 2.0 FEET EAST OF THE WEST EDGE OF
 SL0826'THE OUTCROP, AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 SL0826
 SL0826                          STATION RECOVERY (1982)
 SL0826
 SL0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0826'RECOVERED THIS DATE, TOO FAR OFF LINE TO LEVEL, NOTE, THE SETTING
 SL0826'CLASSIFICATION IS A BOULDER.
 SL0826
 SL0826                          STATION RECOVERY (1983)
 SL0826
 SL0826'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SL0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0600 ***********************************************************************
 TE0600  DESIGNATION -  K 264
 TE0600  PID         -  TE0600
 TE0600  STATE/COUNTY-  ND/NELSON
 TE0600  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0600
 TE0600                         *CURRENT SURVEY CONTROL
 TE0600  ___________________________________________________________________
 TE0600* NAD 83(1986)-  48 02 07.     (N)    098 13 37.     (W)     SCALED    
 TE0600* NAVD 88     -       462.507  (meters)    1517.41   (feet)  ADJUSTED  
 TE0600  ___________________________________________________________________
 TE0600  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 TE0600  DYNAMIC HT  -         462.583 (meters)    1517.66  (feet)  COMP
 TE0600  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 TE0600
 TE0600  VERT ORDER  -  SECOND    CLASS 0
 TE0600
 TE0600.The horizontal coordinates were scaled from a topographic map and have
 TE0600.an estimated accuracy of +/- 6 seconds.
 TE0600
 TE0600.The orthometric height was determined by differential leveling
 TE0600.and adjusted by the National Geodetic Survey in June 1991..
 TE0600
 TE0600.The geoid height was determined by GEOID03.
 TE0600
 TE0600.The dynamic height is computed by dividing the NAVD 88
 TE0600.geopotential number by the normal gravity value computed on the
 TE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0600.degrees latitude (g = 980.6199 gals.).
 TE0600
 TE0600.The modeled gravity was interpolated from observed gravity values.
 TE0600
 TE0600;                    North         East    Units  Estimated Accuracy
 TE0600;SPC ND N     -   117,610.      769,480.      MT  (+/- 180 meters Scaled)
 TE0600
 TE0600                          SUPERSEDED SURVEY CONTROL
 TE0600
 TE0600  NGVD 29 (??/??/92)  462.129  (m)         1516.17   (f) ADJ UNCH    2 0
 TE0600
 TE0600.Superseded values are not recommended for survey control.
 TE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0600.See file dsdata.txt to determine how the superseded data were derived.
 TE0600
 TE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU576205(NAD 83)
 TE0600_MARKER: DB = BENCH MARK DISK
 TE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0600_STAMPING: K 264 1963
 TE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0600+STABILITY: SURFACE MOTION
 TE0600
 TE0600  HISTORY     - Date     Condition        Report By
 TE0600  HISTORY     - 1963     MONUMENTED       CGS
 TE0600
 TE0600                          STATION DESCRIPTION
 TE0600
 TE0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0600'0.5 MI NW FROM MAPES.
 TE0600'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0600'AT MAPES, THENCE 0.3 MILE NORTH ALONG GRAVELED COUNTY ROAD 22, IN S
 TE0600'27, R 59 W, T 153 N, 105 FEET SOUTHEAST OF THE CENTER OF THE
 TE0600'INTERSECTION OF AN EAST-WEST ROAD, 75 FEET EAST OF THE CENTERLINE OF
 TE0600'THE ROAD, 72 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 6.5
 TE0600'FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 TE0600'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0600'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0612 ***********************************************************************
 TE0612  DESIGNATION -  K 265
 TE0612  PID         -  TE0612
 TE0612  STATE/COUNTY-  ND/NELSON
 TE0612  USGS QUAD   -  PELTO (1971)
 TE0612
 TE0612                         *CURRENT SURVEY CONTROL
 TE0612  ___________________________________________________________________
 TE0612* NAD 83(1986)-  48 10 48.     (N)    098 12 59.     (W)     SCALED    
 TE0612* NAVD 88     -       464.509  (meters)    1523.98   (feet)  ADJUSTED  
 TE0612  ___________________________________________________________________
 TE0612  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 TE0612  DYNAMIC HT  -         464.588 (meters)    1524.24  (feet)  COMP
 TE0612  MODELED GRAV-     980,767.6   (mgal)                       NAVD 88
 TE0612
 TE0612  VERT ORDER  -  SECOND    CLASS 0
 TE0612
 TE0612.The horizontal coordinates were scaled from a topographic map and have
 TE0612.an estimated accuracy of +/- 6 seconds.
 TE0612
 TE0612.The orthometric height was determined by differential leveling
 TE0612.and adjusted by the National Geodetic Survey in June 1991..
 TE0612
 TE0612.The geoid height was determined by GEOID03.
 TE0612
 TE0612.The dynamic height is computed by dividing the NAVD 88
 TE0612.geopotential number by the normal gravity value computed on the
 TE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0612.degrees latitude (g = 980.6199 gals.).
 TE0612
 TE0612.The modeled gravity was interpolated from observed gravity values.
 TE0612
 TE0612;                    North         East    Units  Estimated Accuracy
 TE0612;SPC ND N     -   133,710.      769,790.      MT  (+/- 180 meters Scaled)
 TE0612
 TE0612                          SUPERSEDED SURVEY CONTROL
 TE0612
 TE0612  NGVD 29 (??/??/92)  464.130  (m)         1522.73   (f) ADJ UNCH    2 0
 TE0612
 TE0612.Superseded values are not recommended for survey control.
 TE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0612.See file dsdata.txt to determine how the superseded data were derived.
 TE0612
 TE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU582366(NAD 83)
 TE0612_MARKER: DB = BENCH MARK DISK
 TE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0612_STAMPING: K 265 1963
 TE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0612+STABILITY: SURFACE MOTION
 TE0612
 TE0612  HISTORY     - Date     Condition        Report By
 TE0612  HISTORY     - 1963     MONUMENTED       CGS
 TE0612
 TE0612                          STATION DESCRIPTION
 TE0612
 TE0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0612'2.0 MI N FROM PELTO.
 TE0612'ABOUT 1.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0612'CROSSING AT PELTO, THENCE 0.5 MILE EAST ALONG A GRAVELED COUNTY ROAD,
 TE0612'IN S 10, R 59 W, T 154 N, 65 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 TE0612'2.5 FEET SOUTHEAST OF A FENCE CORNER, 2.0 FEET EAST OF A FENCE LEADING
 TE0612'SOUTH, 2.0 FEET SOUTH OF A FENCE LEADING EAST, 1.5 FEET WEST OF A
 TE0612'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE EAST-WEST
 TE0612'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0466 ***********************************************************************
 TE0466  DESIGNATION -  K 266
 TE0466  PID         -  TE0466
 TE0466  STATE/COUNTY-  ND/WALSH
 TE0466  USGS QUAD   -  ADAMS SW (1972)
 TE0466
 TE0466                         *CURRENT SURVEY CONTROL
 TE0466  ___________________________________________________________________
 TE0466* NAD 83(1986)-  48 19 31.     (N)    098 13 38.     (W)     SCALED    
 TE0466* NAVD 88     -       474.051  (meters)    1555.28   (feet)  ADJUSTED  
 TE0466  ___________________________________________________________________
 TE0466  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 TE0466  DYNAMIC HT  -         474.143 (meters)    1555.58  (feet)  COMP
 TE0466  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 TE0466
 TE0466  VERT ORDER  -  SECOND    CLASS 0
 TE0466
 TE0466.The horizontal coordinates were scaled from a topographic map and have
 TE0466.an estimated accuracy of +/- 6 seconds.
 TE0466
 TE0466.The orthometric height was determined by differential leveling
 TE0466.and adjusted by the National Geodetic Survey in June 1991..
 TE0466
 TE0466.The geoid height was determined by GEOID03.
 TE0466
 TE0466.The dynamic height is computed by dividing the NAVD 88
 TE0466.geopotential number by the normal gravity value computed on the
 TE0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0466.degrees latitude (g = 980.6199 gals.).
 TE0466
 TE0466.The modeled gravity was interpolated from observed gravity values.
 TE0466
 TE0466;                    North         East    Units  Estimated Accuracy
 TE0466;SPC ND N     -   149,830.      768,500.      MT  (+/- 180 meters Scaled)
 TE0466
 TE0466                          SUPERSEDED SURVEY CONTROL
 TE0466
 TE0466  NGVD 29 (??/??/92)  473.677  (m)         1554.06   (f) ADJ UNCH    2 0
 TE0466
 TE0466.Superseded values are not recommended for survey control.
 TE0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0466.See file dsdata.txt to determine how the superseded data were derived.
 TE0466
 TE0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU572527(NAD 83)
 TE0466_MARKER: DB = BENCH MARK DISK
 TE0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0466_STAMPING: K 266 1963
 TE0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0466+STABILITY: SURFACE MOTION
 TE0466
 TE0466  HISTORY     - Date     Condition        Report By
 TE0466  HISTORY     - 1963     MONUMENTED       CGS
 TE0466
 TE0466                          STATION DESCRIPTION
 TE0466
 TE0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0466'11.2 MI S FROM FAIRDALE.
 TE0466'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0466'AT FAIRDALE, THENCE 6.0 MILES SOUTH ALONG GRAVELED COUNTY ROAD 22, IN
 TE0466'S 22, R 59 W, T 156 N, 46 FEET SOUTHEAST OF THE CENTER OF THE
 TE0466'INTERSECTION OF A TRACK ROAD, 35.5 FEET EAST OF THE CENTERLINE OF THE
 TE0466'ROAD, 31.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 1.5 FEET
 TE0466'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TE0466'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 TE0466'FOOT.  NOTE-- THIS MARK IS 1.0 MILE NORTH OF L 266 1963 WHICH IS
 TE0466'DESCRIBED FROM PELTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0641 ***********************************************************************
 TE0641  DESIGNATION -  K 267 RESET
 TE0641  PID         -  TE0641
 TE0641  STATE/COUNTY-  ND/WALSH
 TE0641  USGS QUAD   -  WHITMAN (1971)
 TE0641
 TE0641                         *CURRENT SURVEY CONTROL
 TE0641  ___________________________________________________________________
 TE0641* NAD 83(1986)-  48 11 41.     (N)    098 07 08.     (W)     SCALED    
 TE0641* NAVD 88     -       469.24   (+/-2cm)    1539.5    (feet)  VERTCON   
 TE0641  ___________________________________________________________________
 TE0641  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 TE0641
 TE0641  VERT ORDER  -  THIRD (See Below)
 TE0641
 TE0641.The horizontal coordinates were scaled from a topographic map and have
 TE0641.an estimated accuracy of +/- 6 seconds.
 TE0641
 TE0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0641.The vertical order pertains to the NGVD 29 superseded value.
 TE0641
 TE0641.The geoid height was determined by GEOID03.
 TE0641
 TE0641;                    North         East    Units  Estimated Accuracy
 TE0641;SPC ND N     -   135,570.      776,980.      MT  (+/- 180 meters Scaled)
 TE0641
 TE0641                          SUPERSEDED SURVEY CONTROL
 TE0641
 TE0641  NGVD 29 (??/??/??)  468.86   (m)         1538.3    (f) RESET       3  
 TE0641
 TE0641.Superseded values are not recommended for survey control.
 TE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0641.See file dsdata.txt to determine how the superseded data were derived.
 TE0641
 TE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU654383(NAD 83)
 TE0641_MARKER: DB = BENCH MARK DISK
 TE0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0641_STAMPING: K 267 RESET 1968
 TE0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0641+STABILITY: SURFACE MOTION
 TE0641
 TE0641  HISTORY     - Date     Condition        Report By
 TE0641  HISTORY     - 1968     MONUMENTED       CGS
 TE0641
 TE0641                          STATION DESCRIPTION
 TE0641
 TE0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TE0641'2.6 MI N FROM WHITMAN.
 TE0641'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0641'WHITMAN, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 35, IN S 33, R 58
 TE0641'W, T 155 N, IN THE NORTHEAST ANGLE OF A CROSSROAD, 100 FEET EAST OF
 TE0641'THE CENTER OF STATE HIGHWAY 35, 71 FEET NORTH OF THE CENTER OF AN
 TE0641'EAST-WEST GRAVELED ROAD, 1.5 FEET NORTH OF A POWERLINE POLE, 1.5 FEET
 TE0641'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 TE0641'POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0593 ***********************************************************************
 TD0593  DESIGNATION -  K 268
 TD0593  PID         -  TD0593
 TD0593  STATE/COUNTY-  ND/NELSON
 TD0593  USGS QUAD   -  FORDVILLE SW (1971)
 TD0593
 TD0593                         *CURRENT SURVEY CONTROL
 TD0593  ___________________________________________________________________
 TD0593* NAD 83(1986)-  48 05 36.     (N)    097 59 24.     (W)     SCALED    
 TD0593* NAVD 88     -       461.854  (meters)    1515.27   (feet)  ADJUSTED  
 TD0593  ___________________________________________________________________
 TD0593  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TD0593  DYNAMIC HT  -         461.929 (meters)    1515.51  (feet)  COMP
 TD0593  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 TD0593
 TD0593  VERT ORDER  -  SECOND    CLASS 0
 TD0593
 TD0593.The horizontal coordinates were scaled from a topographic map and have
 TD0593.an estimated accuracy of +/- 6 seconds.
 TD0593
 TD0593.The orthometric height was determined by differential leveling
 TD0593.and adjusted by the National Geodetic Survey in June 1991..
 TD0593
 TD0593.The geoid height was determined by GEOID03.
 TD0593
 TD0593.The dynamic height is computed by dividing the NAVD 88
 TD0593.geopotential number by the normal gravity value computed on the
 TD0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0593.degrees latitude (g = 980.6199 gals.).
 TD0593
 TD0593.The modeled gravity was interpolated from observed gravity values.
 TD0593
 TD0593;                    North         East    Units  Estimated Accuracy
 TD0593;SPC ND N     -   124,610.      786,930.      MT  (+/- 180 meters Scaled)
 TD0593
 TD0593                          SUPERSEDED SURVEY CONTROL
 TD0593
 TD0593  NGVD 29 (??/??/92)  461.476  (m)         1514.03   (f) ADJ UNCH    2 0
 TD0593
 TD0593.Superseded values are not recommended for survey control.
 TD0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0593.See file dsdata.txt to determine how the superseded data were derived.
 TD0593
 TD0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752271(NAD 83)
 TD0593_MARKER: DB = BENCH MARK DISK
 TD0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0593_STAMPING: K 268 1963
 TD0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0593+STABILITY: SURFACE MOTION
 TD0593
 TD0593  HISTORY     - Date     Condition        Report By
 TD0593  HISTORY     - 1963     MONUMENTED       CGS
 TD0593
 TD0593                          STATION DESCRIPTION
 TD0593
 TD0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0593'7.4 MI SW FROM DAHLEN.
 TD0593'ABOUT 2.9 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0593'DAHLEN, THENCE 4.5 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, IN S 8, R
 TD0593'57 W, T 153 N, 71 FEET SOUTHWEST OF THE CENTER OF THE T-JUNCTION OF A
 TD0593'ROAD LEADING WEST, 59.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 42.0
 TD0593'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 5.0 FEET SOUTH
 TD0593'OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TD0593'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TD0593'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0513 ***********************************************************************
 TD0513  DESIGNATION -  K 269
 TD0513  PID         -  TD0513
 TD0513  STATE/COUNTY-  ND/GRAND FORKS
 TD0513  USGS QUAD   -  FORDVILLE SE (1963)
 TD0513
 TD0513                         *CURRENT SURVEY CONTROL
 TD0513  ___________________________________________________________________
 TD0513* NAD 83(1986)-  48 07 21.     (N)    097 47 43.     (W)     SCALED    
 TD0513* NAVD 88     -       354.241  (meters)    1162.21   (feet)  ADJUSTED  
 TD0513  ___________________________________________________________________
 TD0513  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 TD0513  DYNAMIC HT  -         354.307 (meters)    1162.42  (feet)  COMP
 TD0513  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TD0513
 TD0513  VERT ORDER  -  SECOND    CLASS 0
 TD0513
 TD0513.The horizontal coordinates were scaled from a topographic map and have
 TD0513.an estimated accuracy of +/- 6 seconds.
 TD0513
 TD0513.The orthometric height was determined by differential leveling
 TD0513.and adjusted by the National Geodetic Survey in June 1991..
 TD0513
 TD0513.The geoid height was determined by GEOID03.
 TD0513
 TD0513.The dynamic height is computed by dividing the NAVD 88
 TD0513.geopotential number by the normal gravity value computed on the
 TD0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0513.degrees latitude (g = 980.6199 gals.).
 TD0513
 TD0513.The modeled gravity was interpolated from observed gravity values.
 TD0513
 TD0513;                    North         East    Units  Estimated Accuracy
 TD0513;SPC ND N     -   128,340.      801,310.      MT  (+/- 180 meters Scaled)
 TD0513
 TD0513                          SUPERSEDED SURVEY CONTROL
 TD0513
 TD0513  NGVD 29 (??/??/92)  353.890  (m)         1161.05   (f) ADJ UNCH    2 0
 TD0513
 TD0513.Superseded values are not recommended for survey control.
 TD0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0513.See file dsdata.txt to determine how the superseded data were derived.
 TD0513
 TD0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU896306(NAD 83)
 TD0513_MARKER: DB = BENCH MARK DISK
 TD0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0513_SP_SET: CULVERT
 TD0513_STAMPING: K 269 1963
 TD0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0513
 TD0513  HISTORY     - Date     Condition        Report By
 TD0513  HISTORY     - 1963     MONUMENTED       CGS
 TD0513  HISTORY     - 1964     GOOD             NGS
 TD0513
 TD0513                          STATION DESCRIPTION
 TD0513
 TD0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0513'8.6 MI SE FROM DAHLEN.
 TD0513'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0513'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0513'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 2.0 MILES SOUTH ALONG
 TD0513'STATE HIGHWAY 32, THENCE 3.0 MILES EAST ALONG A COUNTY ROAD, IN S 26,
 TD0513'R 56 W, T 154 N, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 TD0513'HEADWALL OF A 6 X 8 FOOT CONCRETE CULVERT, 46 FEET NORTHWEST OF THE
 TD0513'CENTER OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 43.5 FEET NORTH OF
 TD0513'THE CENTERLINE OF THE EAST-WEST ROAD, 11.0 FEET WEST OF THE CENTERLINE
 TD0513'OF THE NORTH-SOUTH ROAD, 0.7 FOOT NORTH OF THE SOUTH EDGE OF THE
 TD0513'HEADWALL, AND ABOUT LEVEL WITH THE NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0033 ***********************************************************************
 RQ0033  DESIGNATION -  K 27
 RQ0033  PID         -  RQ0033
 RQ0033  STATE/COUNTY-  ND/LA MOURE
 RQ0033  USGS QUAD   -  DICKEY (1952)
 RQ0033
 RQ0033                         *CURRENT SURVEY CONTROL
 RQ0033  ___________________________________________________________________
 RQ0033* NAD 83(1986)-  46 32 13.     (N)    098 28 04.     (W)     SCALED    
 RQ0033* NAVD 88     -       414.983  (meters)    1361.49   (feet)  ADJUSTED  
 RQ0033  ___________________________________________________________________
 RQ0033  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 RQ0033  DYNAMIC HT  -         414.986 (meters)    1361.50  (feet)  COMP
 RQ0033  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RQ0033
 RQ0033  VERT ORDER  -  FIRST     CLASS II
 RQ0033
 RQ0033.The horizontal coordinates were scaled from a topographic map and have
 RQ0033.an estimated accuracy of +/- 6 seconds.
 RQ0033
 RQ0033.The orthometric height was determined by differential leveling
 RQ0033.and adjusted by the National Geodetic Survey in June 1991..
 RQ0033
 RQ0033.The geoid height was determined by GEOID03.
 RQ0033
 RQ0033.The dynamic height is computed by dividing the NAVD 88
 RQ0033.geopotential number by the normal gravity value computed on the
 RQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0033.degrees latitude (g = 980.6199 gals.).
 RQ0033
 RQ0033.The modeled gravity was interpolated from observed gravity values.
 RQ0033
 RQ0033;                    North         East    Units  Estimated Accuracy
 RQ0033;SPC ND S     -    98,750.      755,870.      MT  (+/- 180 meters Scaled)
 RQ0033
 RQ0033                          SUPERSEDED SURVEY CONTROL
 RQ0033
 RQ0033  NGVD 29 (??/??/92)  414.627  (m)         1360.32   (f) ADJ UNCH    1 2
 RQ0033
 RQ0033.Superseded values are not recommended for survey control.
 RQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0033.See file dsdata.txt to determine how the superseded data were derived.
 RQ0033
 RQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS408538(NAD 83)
 RQ0033_MARKER: DB = BENCH MARK DISK
 RQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0033_STAMPING: K-27 1934
 RQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0033+STABILITY: SURFACE MOTION
 RQ0033
 RQ0033  HISTORY     - Date     Condition        Report By
 RQ0033  HISTORY     - 1934     MONUMENTED       CGS
 RQ0033  HISTORY     - 1941     GOOD             NGS
 RQ0033
 RQ0033                          STATION DESCRIPTION
 RQ0033
 RQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0033'IN DICKEY.
 RQ0033'ALONG THE NORTHERN PACIFIC RAILROAD, 1 POLE SOUTHEAST OF DEPOT.  AT
 RQ0033'ROAD CROSSING, SET IN POST, 60 FEET SOUTHEAST OF CENTERLINE OF ROAD,
 RQ0033'45 FEET NORTHEAST OF CENTERLINE OF THE TRACKS AND 3 FEET NORTHEAST OF
 RQ0033'POLE.  ABOUT LEVEL WITH TRACKS.
 RQ0033
 RQ0033                          STATION RECOVERY (1941)
 RQ0033
 RQ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RQ0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0503 ***********************************************************************
 TD0503  DESIGNATION -  K 270
 TD0503  PID         -  TD0503
 TD0503  STATE/COUNTY-  ND/GRAND FORKS
 TD0503  USGS QUAD   -  INKSTER (1963)
 TD0503
 TD0503                         *CURRENT SURVEY CONTROL
 TD0503  ___________________________________________________________________
 TD0503* NAD 83(1986)-  48 07 59.     (N)    097 38 37.     (W)     SCALED    
 TD0503* NAVD 88     -       314.255  (meters)    1031.02   (feet)  ADJUSTED  
 TD0503  ___________________________________________________________________
 TD0503  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0503  DYNAMIC HT  -         314.315 (meters)    1031.22  (feet)  COMP
 TD0503  MODELED GRAV-     980,796.6   (mgal)                       NAVD 88
 TD0503
 TD0503  VERT ORDER  -  SECOND    CLASS 0
 TD0503
 TD0503.The horizontal coordinates were scaled from a topographic map and have
 TD0503.an estimated accuracy of +/- 6 seconds.
 TD0503
 TD0503.The orthometric height was determined by differential leveling
 TD0503.and adjusted by the National Geodetic Survey in June 1991..
 TD0503
 TD0503.The geoid height was determined by GEOID03.
 TD0503
 TD0503.The dynamic height is computed by dividing the NAVD 88
 TD0503.geopotential number by the normal gravity value computed on the
 TD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0503.degrees latitude (g = 980.6199 gals.).
 TD0503
 TD0503.The modeled gravity was interpolated from observed gravity values.
 TD0503
 TD0503;                    North         East    Units  Estimated Accuracy
 TD0503;SPC ND N     -   129,920.      812,550.      MT  (+/- 180 meters Scaled)
 TD0503
 TD0503                          SUPERSEDED SURVEY CONTROL
 TD0503
 TD0503  NGVD 29 (??/??/92)  313.910  (m)         1029.89   (f) ADJ UNCH    2 0
 TD0503
 TD0503.Superseded values are not recommended for survey control.
 TD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0503.See file dsdata.txt to determine how the superseded data were derived.
 TD0503
 TD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU009319(NAD 83)
 TD0503_MARKER: DB = BENCH MARK DISK
 TD0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0503_STAMPING: K 270 1963
 TD0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0503+STABILITY: SURFACE MOTION
 TD0503
 TD0503  HISTORY     - Date     Condition        Report By
 TD0503  HISTORY     - 1963     MONUMENTED       CGS
 TD0503  HISTORY     - 1964     GOOD             NGS
 TD0503
 TD0503                          STATION DESCRIPTION
 TD0503
 TD0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0503'1.35 MI S FROM INKSTER.
 TD0503'ABOUT 1.35 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 TD0503'ELEMENTARY SCHOOL AT INKSTER, IN S 30, R 54 W, T 154 N, 0.25 MILE
 TD0503'SOUTH OF A T-JUNCTION OF ROADS, 45 FEET EAST OF THE CENTERLINE OF THE
 TD0503'ROAD, 4.0 FEET NORTH OF A POWER POLE AND IN LINE WITH A ROW OF POLES,
 TD0503'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TD0503'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0745 ***********************************************************************
 TE0745  DESIGNATION -  K 271
 TE0745  PID         -  TE0745
 TE0745  STATE/COUNTY-  ND/RAMSEY
 TE0745  USGS QUAD   -  STARKWEATHER NE (1994)
 TE0745
 TE0745                         *CURRENT SURVEY CONTROL
 TE0745  ___________________________________________________________________
 TE0745* NAD 83(1986)-  48 29 10.     (N)    098 45 09.     (W)     SCALED    
 TE0745* NAVD 88     -       462.026  (meters)    1515.83   (feet)  ADJUSTED  
 TE0745  ___________________________________________________________________
 TE0745  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 TE0745  DYNAMIC HT  -         462.117 (meters)    1516.13  (feet)  COMP
 TE0745  MODELED GRAV-     980,794.5   (mgal)                       NAVD 88
 TE0745
 TE0745  VERT ORDER  -  SECOND    CLASS 0
 TE0745
 TE0745.The horizontal coordinates were scaled from a topographic map and have
 TE0745.an estimated accuracy of +/- 6 seconds.
 TE0745
 TE0745.The orthometric height was determined by differential leveling
 TE0745.and adjusted by the National Geodetic Survey in June 1991..
 TE0745
 TE0745.The geoid height was determined by GEOID03.
 TE0745
 TE0745.The dynamic height is computed by dividing the NAVD 88
 TE0745.geopotential number by the normal gravity value computed on the
 TE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0745.degrees latitude (g = 980.6199 gals.).
 TE0745
 TE0745.The modeled gravity was interpolated from observed gravity values.
 TE0745
 TE0745;                    North         East    Units  Estimated Accuracy
 TE0745;SPC ND N     -   166,700.      729,160.      MT  (+/- 180 meters Scaled)
 TE0745
 TE0745                          SUPERSEDED SURVEY CONTROL
 TE0745
 TE0745  NGVD 29 (??/??/92)  461.637  (m)         1514.55   (f) ADJ UNCH    2 0
 TE0745
 TE0745.Superseded values are not recommended for survey control.
 TE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0745.See file dsdata.txt to determine how the superseded data were derived.
 TE0745
 TE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU182703(NAD 83)
 TE0745_MARKER: DB = BENCH MARK DISK
 TE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0745_STAMPING: K 271 1963
 TE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0745+STABILITY: SURFACE MOTION
 TE0745
 TE0745  HISTORY     - Date     Condition        Report By
 TE0745  HISTORY     - 1963     MONUMENTED       CGS
 TE0745  HISTORY     - 19930614 MARK NOT FOUND   USGS
 TE0745
 TE0745                          STATION DESCRIPTION
 TE0745
 TE0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0745'9.3 MI W FROM DERRICK.
 TE0745'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0745'STATION AT DERRICK, THENCE 8.5 MILES WEST ALONG COUNTY ROAD 9, IN S
 TE0745'23, R 63 W, T 158 N, 71.5 FEET NORTHEAST OF THE CENTER OF THE
 TE0745'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH AND A DIRT ROAD LEADING
 TE0745'NORTH, 62 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 35
 TE0745'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 1.7 FEET WEST OF A METAL
 TE0745'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TE0745'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THIS MARK CAN ALSO
 TE0745'BE REACHED BY GOING 2.3 MILES NORTH ALONG STATE HIGHWAY 20 FROM THE
 TE0745'GREAT NORTHERN RAILWAY STATION AT STARKWEATHER, THENCE 6.0 MILES EAST
 TE0745'ALONG COUNTY ROAD 9.
 TE0745
 TE0745                          STATION RECOVERY (1993)
 TE0745
 TE0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1993
 TE0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0759 ***********************************************************************
 TE0759  DESIGNATION -  K 272
 TE0759  PID         -  TE0759
 TE0759  STATE/COUNTY-  ND/RAMSEY
 TE0759  USGS QUAD   -  DERRICK NW (1994)
 TE0759
 TE0759                         *CURRENT SURVEY CONTROL
 TE0759  ___________________________________________________________________
 TE0759* NAD 83(1986)-  48 24 48.     (N)    098 39 56.     (W)     SCALED    
 TE0759* NAVD 88     -       459.936  (meters)    1508.97   (feet)  ADJUSTED  
 TE0759  ___________________________________________________________________
 TE0759  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE0759  DYNAMIC HT  -         460.024 (meters)    1509.26  (feet)  COMP
 TE0759  MODELED GRAV-     980,788.3   (mgal)                       NAVD 88
 TE0759
 TE0759  VERT ORDER  -  SECOND    CLASS 0
 TE0759
 TE0759.The horizontal coordinates were scaled from a topographic map and have
 TE0759.an estimated accuracy of +/- 6 seconds.
 TE0759
 TE0759.The orthometric height was determined by differential leveling
 TE0759.and adjusted by the National Geodetic Survey in June 1991..
 TE0759
 TE0759.The geoid height was determined by GEOID03.
 TE0759
 TE0759.The dynamic height is computed by dividing the NAVD 88
 TE0759.geopotential number by the normal gravity value computed on the
 TE0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0759.degrees latitude (g = 980.6199 gals.).
 TE0759
 TE0759.The modeled gravity was interpolated from observed gravity values.
 TE0759
 TE0759;                    North         East    Units  Estimated Accuracy
 TE0759;SPC ND N     -   158,760.      735,780.      MT  (+/- 180 meters Scaled)
 TE0759
 TE0759                          SUPERSEDED SURVEY CONTROL
 TE0759
 TE0759  NGVD 29 (??/??/92)  459.55   (m)         1507.7    (f) COMPUTED    2 0
 TE0759
 TE0759.Superseded values are not recommended for survey control.
 TE0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0759.See file dsdata.txt to determine how the superseded data were derived.
 TE0759
 TE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU247622(NAD 83)
 TE0759_MARKER: DB = BENCH MARK DISK
 TE0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0759_STAMPING: K 272 1963
 TE0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0759+STABILITY: SURFACE MOTION
 TE0759
 TE0759  HISTORY     - Date     Condition        Report By
 TE0759  HISTORY     - 1963     MONUMENTED       CGS
 TE0759
 TE0759                          STATION DESCRIPTION
 TE0759
 TE0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0759'9.9 MI W FROM EDMORE.
 TE0759'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0759'STATION AT EDMORE, THENCE 9.4 MILES WEST ALONG STATE HIGHWAY 17, IN S
 TE0759'21, R 62 W, T 157 N, 143 FEET SOUTHEAST OF THE CENTER OF THE
 TE0759'INTERSECTION OF COUNTY ROAD 3, 107 FEET SOUTH OF THE CENTERLINE OF THE
 TE0759'HIGHWAY 99 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, 5.5 FEET
 TE0759'WEST OF POWER POLE NO. 156 AND IN LINE WITH A ROW OF POLES, 1.4 FEET
 TE0759'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0759'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1062 ***********************************************************************
 TE1062  DESIGNATION -  K 273
 TE1062  PID         -  TE1062
 TE1062  STATE/COUNTY-  ND/CAVALIER
 TE1062  USGS QUAD   -  MUNICH SW (1971)
 TE1062
 TE1062                         *CURRENT SURVEY CONTROL
 TE1062  ___________________________________________________________________
 TE1062* NAD 83(1986)-  48 32 38.     (N)    098 53 02.     (W)     SCALED    
 TE1062* NAVD 88     -       468.165  (meters)    1535.97   (feet)  ADJUSTED  
 TE1062  ___________________________________________________________________
 TE1062  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 TE1062  DYNAMIC HT  -         468.261 (meters)    1536.29  (feet)  COMP
 TE1062  MODELED GRAV-     980,800.9   (mgal)                       NAVD 88
 TE1062
 TE1062  VERT ORDER  -  SECOND    CLASS 0
 TE1062
 TE1062.The horizontal coordinates were scaled from a topographic map and have
 TE1062.an estimated accuracy of +/- 6 seconds.
 TE1062
 TE1062.The orthometric height was determined by differential leveling
 TE1062.and adjusted by the National Geodetic Survey in June 1991..
 TE1062
 TE1062.The geoid height was determined by GEOID03.
 TE1062
 TE1062.The dynamic height is computed by dividing the NAVD 88
 TE1062.geopotential number by the normal gravity value computed on the
 TE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1062.degrees latitude (g = 980.6199 gals.).
 TE1062
 TE1062.The modeled gravity was interpolated from observed gravity values.
 TE1062
 TE1062;                    North         East    Units  Estimated Accuracy
 TE1062;SPC ND N     -   172,910.      719,320.      MT  (+/- 180 meters Scaled)
 TE1062
 TE1062                          SUPERSEDED SURVEY CONTROL
 TE1062
 TE1062  NGVD 29 (??/??/92)  467.773  (m)         1534.69   (f) ADJ UNCH    2 0
 TE1062
 TE1062.Superseded values are not recommended for survey control.
 TE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1062.See file dsdata.txt to determine how the superseded data were derived.
 TE1062
 TE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU085767(NAD 83)
 TE1062_MARKER: DB = BENCH MARK DISK
 TE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1062_STAMPING: K 273 1963
 TE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1062+STABILITY: SURFACE MOTION
 TE1062
 TE1062  HISTORY     - Date     Condition        Report By
 TE1062  HISTORY     - 1963     MONUMENTED       CGS
 TE1062  HISTORY     - 1964     GOOD             NGS
 TE1062
 TE1062                          STATION DESCRIPTION
 TE1062
 TE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1062'4.1 MI NE FROM ST JOE.
 TE1062'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1062'RAILWAY STATION AT ST. JOE, THENCE 2.0 MILES EAST ALONG THE COUNTY
 TE1062'LINE ROAD, IN S 34, R 64 W, T 159 N, ABOUT 0.3 MILE WEST OF THE
 TE1062'JUNCTION OF STATE HIGHWAY 20, 81 FEET NORTHWEST OF THE CENTER OF A
 TE1062'GRAVELED ROAD INTERSECTION, 72 FEET WEST OF THE CENTERLINE OF THE ROAD
 TE1062'LEADING NORTH 42 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TE1062'WEST, 4.0 FEET EAST OF A POWER POLE AND IN LINE WITH A ROW OF POLES,
 TE1062'1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TE1062'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE1062
 TE1062                          STATION RECOVERY (1964)
 TE1062
 TE1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0850 ***********************************************************************
 TE0850  DESIGNATION -  K 274
 TE0850  PID         -  TE0850
 TE0850  STATE/COUNTY-  ND/RAMSEY
 TE0850  USGS QUAD   -  SOUTHAM (1971)
 TE0850
 TE0850                         *CURRENT SURVEY CONTROL
 TE0850  ___________________________________________________________________
 TE0850* NAD 83(1986)-  48 12 59.     (N)    098 35 31.     (W)     SCALED    
 TE0850* NAVD 88     -       457.789  (meters)    1501.93   (feet)  ADJUSTED  
 TE0850  ___________________________________________________________________
 TE0850  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE0850  DYNAMIC HT  -         457.872 (meters)    1502.20  (feet)  COMP
 TE0850  MODELED GRAV-     980,777.0   (mgal)                       NAVD 88
 TE0850
 TE0850  VERT ORDER  -  SECOND    CLASS 0
 TE0850
 TE0850.The horizontal coordinates were scaled from a topographic map and have
 TE0850.an estimated accuracy of +/- 6 seconds.
 TE0850
 TE0850.The orthometric height was determined by differential leveling
 TE0850.and adjusted by the National Geodetic Survey in June 1991..
 TE0850
 TE0850.The geoid height was determined by GEOID03.
 TE0850
 TE0850.The dynamic height is computed by dividing the NAVD 88
 TE0850.geopotential number by the normal gravity value computed on the
 TE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0850.degrees latitude (g = 980.6199 gals.).
 TE0850
 TE0850.The modeled gravity was interpolated from observed gravity values.
 TE0850
 TE0850;                    North         East    Units  Estimated Accuracy
 TE0850;SPC ND N     -   137,000.      741,770.      MT  (+/- 180 meters Scaled)
 TE0850
 TE0850                          SUPERSEDED SURVEY CONTROL
 TE0850
 TE0850  NGVD 29 (??/??/92)  457.413  (m)         1500.70   (f) ADJ UNCH    2 0
 TE0850
 TE0850.Superseded values are not recommended for survey control.
 TE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0850.See file dsdata.txt to determine how the superseded data were derived.
 TE0850
 TE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU303404(NAD 83)
 TE0850_MARKER: DB = BENCH MARK DISK
 TE0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0850_STAMPING: K 274 1963
 TE0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0850+STABILITY: SURFACE MOTION
 TE0850
 TE0850  HISTORY     - Date     Condition        Report By
 TE0850  HISTORY     - 1963     MONUMENTED       CGS
 TE0850
 TE0850                          STATION DESCRIPTION
 TE0850
 TE0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0850'8.3 MI NE FROM ROHRVILLE.
 TE0850'ABOUT 5.1 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0850'LINE RAILROAD AT ROHRVILLE, THENCE 3.2 MILES EAST ALONG A GRAVELED
 TE0850'ROAD, IN S 26, R 62 W, T 155 N, ABOUT 0.3 MILE WEST OF A CHURCH AND
 TE0850'CEMETERY, 79 FEET EAST OF A FENCE CORNER FOR A NORTH-SOUTH FENCE LINE
 TE0850'BETWEEN A CULTIVATED FIELD AND A PASTURE, 44 FEET SOUTH OF THE
 TE0850'CENTERLINE OF THE ROAD, 2.0 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A
 TE0850'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TE0850'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0825 ***********************************************************************
 TE0825  DESIGNATION -  K 275
 TE0825  PID         -  TE0825
 TE0825  STATE/COUNTY-  ND/RAMSEY
 TE0825  USGS QUAD   -  DERRICK SE (1972)
 TE0825
 TE0825                         *CURRENT SURVEY CONTROL
 TE0825  ___________________________________________________________________
 TE0825* NAD 83(1986)-  48 19 30.     (N)    098 35 44.     (W)     SCALED    
 TE0825* NAVD 88     -       456.342  (meters)    1497.18   (feet)  ADJUSTED  
 TE0825  ___________________________________________________________________
 TE0825  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0825  DYNAMIC HT  -         456.428 (meters)    1497.46  (feet)  COMP
 TE0825  MODELED GRAV-     980,784.1   (mgal)                       NAVD 88
 TE0825
 TE0825  VERT ORDER  -  SECOND    CLASS 0
 TE0825
 TE0825.The horizontal coordinates were scaled from a topographic map and have
 TE0825.an estimated accuracy of +/- 6 seconds.
 TE0825
 TE0825.The orthometric height was determined by differential leveling
 TE0825.and adjusted by the National Geodetic Survey in June 1991..
 TE0825
 TE0825.The geoid height was determined by GEOID03.
 TE0825
 TE0825.The dynamic height is computed by dividing the NAVD 88
 TE0825.geopotential number by the normal gravity value computed on the
 TE0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0825.degrees latitude (g = 980.6199 gals.).
 TE0825
 TE0825.The modeled gravity was interpolated from observed gravity values.
 TE0825
 TE0825;                    North         East    Units  Estimated Accuracy
 TE0825;SPC ND N     -   149,060.      741,200.      MT  (+/- 180 meters Scaled)
 TE0825
 TE0825                          SUPERSEDED SURVEY CONTROL
 TE0825
 TE0825  NGVD 29 (??/??/92)  455.964  (m)         1495.94   (f) ADJ UNCH    2 0
 TE0825
 TE0825.Superseded values are not recommended for survey control.
 TE0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0825.See file dsdata.txt to determine how the superseded data were derived.
 TE0825
 TE0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU299525(NAD 83)
 TE0825_MARKER: DB = BENCH MARK DISK
 TE0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0825_STAMPING: K 275 1963
 TE0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0825+STABILITY: SURFACE MOTION
 TE0825
 TE0825  HISTORY     - Date     Condition        Report By
 TE0825  HISTORY     - 1963     MONUMENTED       CGS
 TE0825
 TE0825                          STATION DESCRIPTION
 TE0825
 TE0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0825'13.0 MI NW FROM LAWTON.
 TE0825'ABOUT 11.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0825'RAILWAY STATION AT LAWTON, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 TE0825'ROAD, IN S 22, R 62 W, T 156 N, 58.5 FEET SOUTHWEST OF THE CENTER OF
 TE0825'THE INTERSECTION OF A GRAVELED ROAD LEADING EAST AND A DIRT ROAD
 TE0825'LEADING WEST, 44 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TE0825'SOUTH, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 38
 TE0825'FEET NORTH OF A POWER POLE, 2.1 FEET EAST OF A METAL WITNESS POST,
 TE0825'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD LEADING SOUTH, AND SET IN THE
 TE0825'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0904 ***********************************************************************
 TF0904  DESIGNATION -  K 276
 TF0904  PID         -  TF0904
 TF0904  STATE/COUNTY-  ND/WARD
 TF0904  USGS QUAD   -  BURLINGTON (1979)
 TF0904
 TF0904                         *CURRENT SURVEY CONTROL
 TF0904  ___________________________________________________________________
 TF0904* NAD 83(1986)-  48 17 13.     (N)    101 27 16.     (W)     SCALED    
 TF0904* NAVD 88     -       486.774  (meters)    1597.02   (feet)  ADJUSTED  
 TF0904  ___________________________________________________________________
 TF0904  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF0904  DYNAMIC HT  -         486.859 (meters)    1597.30  (feet)  COMP
 TF0904  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 TF0904
 TF0904  VERT ORDER  -  FIRST     CLASS II
 TF0904
 TF0904.The horizontal coordinates were scaled from a topographic map and have
 TF0904.an estimated accuracy of +/- 6 seconds.
 TF0904
 TF0904.The orthometric height was determined by differential leveling
 TF0904.and adjusted by the National Geodetic Survey in June 1991..
 TF0904
 TF0904.The geoid height was determined by GEOID03.
 TF0904
 TF0904.The dynamic height is computed by dividing the NAVD 88
 TF0904.geopotential number by the normal gravity value computed on the
 TF0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0904.degrees latitude (g = 980.6199 gals.).
 TF0904
 TF0904.The modeled gravity was interpolated from observed gravity values.
 TF0904
 TF0904;                    North         East    Units  Estimated Accuracy
 TF0904;SPC ND N     -   143,520.      529,180.      MT  (+/- 180 meters Scaled)
 TF0904
 TF0904                          SUPERSEDED SURVEY CONTROL
 TF0904
 TF0904  NGVD 29 (??/??/92)  486.404  (m)         1595.81   (f) ADJ UNCH    1 2
 TF0904
 TF0904.Superseded values are not recommended for survey control.
 TF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0904.See file dsdata.txt to determine how the superseded data were derived.
 TF0904
 TF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU179511(NAD 83)
 TF0904_MARKER: DB = BENCH MARK DISK
 TF0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0904_SP_SET: ABUTMENT
 TF0904_STAMPING: K 276 1963
 TF0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0904
 TF0904  HISTORY     - Date     Condition        Report By
 TF0904  HISTORY     - 1963     MONUMENTED       CGS
 TF0904
 TF0904                          STATION DESCRIPTION
 TF0904
 TF0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0904'1.4 MI NW FROM BURLINGTON.
 TF0904'1.4 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0904'BURLINGTON, AT THE WEST END OF A CONCRETE BRIDGE, 6 FEET SOUTH OF THE
 TF0904'SOUTH RAIL, ABOUT 5 INCHES BELOW THE LEVEL OF THE RAILS, AND SET IN
 TF0904'THE TOP OF THE WEST END OF THE WEST CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1348 ***********************************************************************
 TF1348  DESIGNATION -  K 277
 TF1348  PID         -  TF1348
 TF1348  STATE/COUNTY-  ND/WARD
 TF1348  USGS QUAD   -  DONNYBROOK (1948)
 TF1348
 TF1348                         *CURRENT SURVEY CONTROL
 TF1348  ___________________________________________________________________
 TF1348* NAD 83(1986)-  48 32 14.     (N)    101 55 57.     (W)     SCALED    
 TF1348* NAVD 88     -       539.085  (meters)    1768.65   (feet)  ADJUSTED  
 TF1348  ___________________________________________________________________
 TF1348  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TF1348  DYNAMIC HT  -         539.185 (meters)    1768.98  (feet)  COMP
 TF1348  MODELED GRAV-     980,779.5   (mgal)                       NAVD 88
 TF1348
 TF1348  VERT ORDER  -  FIRST     CLASS II
 TF1348
 TF1348.The horizontal coordinates were scaled from a topographic map and have
 TF1348.an estimated accuracy of +/- 6 seconds.
 TF1348
 TF1348.The orthometric height was determined by differential leveling
 TF1348.and adjusted by the National Geodetic Survey in June 1991..
 TF1348
 TF1348.The geoid height was determined by GEOID03.
 TF1348
 TF1348.The dynamic height is computed by dividing the NAVD 88
 TF1348.geopotential number by the normal gravity value computed on the
 TF1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1348.degrees latitude (g = 980.6199 gals.).
 TF1348
 TF1348.The modeled gravity was interpolated from observed gravity values.
 TF1348
 TF1348;                    North         East    Units  Estimated Accuracy
 TF1348;SPC ND N     -   171,900.      494,220.      MT  (+/- 180 meters Scaled)
 TF1348
 TF1348                          SUPERSEDED SURVEY CONTROL
 TF1348
 TF1348  NGVD 29 (??/??/92)  538.685  (m)         1767.34   (f) ADJ UNCH    1 2
 TF1348
 TF1348.Superseded values are not recommended for survey control.
 TF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1348.See file dsdata.txt to determine how the superseded data were derived.
 TF1348
 TF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU835801(NAD 83)
 TF1348_MARKER: DB = BENCH MARK DISK
 TF1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1348_STAMPING: K 277 1963
 TF1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1348+STABILITY: SURFACE MOTION
 TF1348
 TF1348  HISTORY     - Date     Condition        Report By
 TF1348  HISTORY     - 1963     MONUMENTED       CGS
 TF1348
 TF1348                          STATION DESCRIPTION
 TF1348
 TF1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1348'3.05 MI NW FROM DONNYBROOK.
 TF1348'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1348'RAILROAD STATION AT DONNYBROOK, THENCE 2.9 MILES NORTHWEST ALONG U.S.
 TF1348'HIGHWAY 52, 2 POLES EAST OF MILE POST 507, 110 FEET NORTH-NORTHEAST OF
 TF1348'THE NORTH-NORTHEAST RAIL, 79 FEET NORTHEAST OF A TELEPHONE POLE, 34
 TF1348'FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 14 1/2 FEET NORTH OF A
 TF1348'CORNER FENCE POST, 2 FEET EAST OF A FENCE, 2.0 FEET NORTHWEST OF A
 TF1348'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND
 TF1348'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1547 ***********************************************************************
 TF1547  DESIGNATION -  K 278
 TF1547  PID         -  TF1547
 TF1547  STATE/COUNTY-  ND/WARD
 TF1547  USGS QUAD   -  TOLLEY SE (1949)
 TF1547
 TF1547                         *CURRENT SURVEY CONTROL
 TF1547  ___________________________________________________________________
 TF1547* NAD 83(1986)-  48 34 32.     (N)    101 50 35.     (W)     SCALED    
 TF1547* NAVD 88     -       578.591  (meters)    1898.26   (feet)  ADJUSTED  
 TF1547  ___________________________________________________________________
 TF1547  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 TF1547  DYNAMIC HT  -         578.701 (meters)    1898.62  (feet)  COMP
 TF1547  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 TF1547
 TF1547  VERT ORDER  -  SECOND    CLASS 0
 TF1547
 TF1547.The horizontal coordinates were scaled from a topographic map and have
 TF1547.an estimated accuracy of +/- 6 seconds.
 TF1547
 TF1547.The orthometric height was determined by differential leveling
 TF1547.and adjusted by the National Geodetic Survey in June 1991..
 TF1547
 TF1547.The geoid height was determined by GEOID03.
 TF1547
 TF1547.The dynamic height is computed by dividing the NAVD 88
 TF1547.geopotential number by the normal gravity value computed on the
 TF1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1547.degrees latitude (g = 980.6199 gals.).
 TF1547
 TF1547.The modeled gravity was interpolated from observed gravity values.
 TF1547
 TF1547;                    North         East    Units  Estimated Accuracy
 TF1547;SPC ND N     -   176,040.      500,900.      MT  (+/- 180 meters Scaled)
 TF1547
 TF1547                          SUPERSEDED SURVEY CONTROL
 TF1547
 TF1547  NGVD 29 (??/??/92)  578.201  (m)         1896.98   (f) ADJ UNCH    2 0
 TF1547
 TF1547.Superseded values are not recommended for survey control.
 TF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1547.See file dsdata.txt to determine how the superseded data were derived.
 TF1547
 TF1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU903841(NAD 83)
 TF1547_MARKER: DB = BENCH MARK DISK
 TF1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1547_STAMPING: K 278 1963
 TF1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1547+STABILITY: SURFACE MOTION
 TF1547
 TF1547  HISTORY     - Date     Condition        Report By
 TF1547  HISTORY     - 1963     MONUMENTED       CGS
 TF1547
 TF1547                          STATION DESCRIPTION
 TF1547
 TF1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1547'6.25 MI N FROM DONNYBROOK.
 TF1547'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1547'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1547'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, 162 FEET SOUTHEAST OF THE
 TF1547'SOUTHEAST CORNER OF A FARM HOUSE, 84 FEET WEST OF THE CENTER LINE OF
 TF1547'THE ROAD, 34 FEET NORTH OF THE CENTER LINE OF A FIELD ROAD, 43 FEET
 TF1547'SOUTH OF A POWER POLE, 38 FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET
 TF1547'SOUTH OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SET
 TF1547'IN THE TOP OF CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1727 ***********************************************************************
 TF1727  DESIGNATION -  K 279
 TF1727  PID         -  TF1727
 TF1727  STATE/COUNTY-  ND/RENVILLE
 TF1727  USGS QUAD   -  GRANO NE (1949)
 TF1727
 TF1727                         *CURRENT SURVEY CONTROL
 TF1727  ___________________________________________________________________
 TF1727* NAD 83(1986)-  48 41 28.     (N)    101 34 52.     (W)     SCALED    
 TF1727* NAVD 88     -       517.961  (meters)    1699.34   (feet)  ADJUSTED  
 TF1727  ___________________________________________________________________
 TF1727  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 TF1727  DYNAMIC HT  -         518.068 (meters)    1699.69  (feet)  COMP
 TF1727  MODELED GRAV-     980,799.8   (mgal)                       NAVD 88
 TF1727
 TF1727  VERT ORDER  -  SECOND    CLASS 0
 TF1727
 TF1727.The horizontal coordinates were scaled from a topographic map and have
 TF1727.an estimated accuracy of +/- 6 seconds.
 TF1727
 TF1727.The orthometric height was determined by differential leveling
 TF1727.and adjusted by the National Geodetic Survey in June 1991..
 TF1727
 TF1727.The geoid height was determined by GEOID03.
 TF1727
 TF1727.The dynamic height is computed by dividing the NAVD 88
 TF1727.geopotential number by the normal gravity value computed on the
 TF1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1727.degrees latitude (g = 980.6199 gals.).
 TF1727
 TF1727.The modeled gravity was interpolated from observed gravity values.
 TF1727
 TF1727;                    North         East    Units  Estimated Accuracy
 TF1727;SPC ND N     -   188,590.      520,410.      MT  (+/- 180 meters Scaled)
 TF1727
 TF1727                          SUPERSEDED SURVEY CONTROL
 TF1727
 TF1727  NGVD 29 (??/??/92)  517.596  (m)         1698.15   (f) ADJ UNCH    2 0
 TF1727
 TF1727.Superseded values are not recommended for survey control.
 TF1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1727.See file dsdata.txt to determine how the superseded data were derived.
 TF1727
 TF1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU100963(NAD 83)
 TF1727_MARKER: DB = BENCH MARK DISK
 TF1727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1727_SP_SET: 12 FEET
 TF1727_STAMPING: K 279 1963
 TF1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1727
 TF1727  HISTORY     - Date     Condition        Report By
 TF1727  HISTORY     - 1963     MONUMENTED       CGS
 TF1727
 TF1727                          STATION DESCRIPTION
 TF1727
 TF1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1727'7.95 MI NE FROM GREENE.
 TF1727'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1727'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 5.1
 TF1727'MILES EAST ALONG A GRAVELED ROAD, 88 FEET NORTH OF THE CENTER LINE OF
 TF1727'THE ROAD, 109 FEET EAST OF THE CENTER LINE OF A FIELD ROAD, 184 FEET
 TF1727'WEST OF A WELL UNDER AN ABANDONED STEEL WINDMILL, 11 FEET SOUTH OF A
 TF1727'BOX ELDER TREE, 2.0 FEET NORTH OF A METAL WITNESS POST, AND ON THE TOP
 TF1727'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 FEET
 TF1727'AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0537 ***********************************************************************
 RP0537  DESIGNATION -  K 28
 RP0537  PID         -  RP0537
 RP0537  STATE/COUNTY-  ND/BARNES
 RP0537  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0537
 RP0537                         *CURRENT SURVEY CONTROL
 RP0537  ___________________________________________________________________
 RP0537* NAD 83(1986)-  46 55 31.     (N)    097 58 46.     (W)     SCALED    
 RP0537* NAVD 88     -       394.163  (meters)    1293.18   (feet)  ADJUSTED  
 RP0537  ___________________________________________________________________
 RP0537  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RP0537  DYNAMIC HT  -         394.197 (meters)    1293.29  (feet)  COMP
 RP0537  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 RP0537
 RP0537  VERT ORDER  -  SECOND    CLASS 0
 RP0537
 RP0537.The horizontal coordinates were scaled from a topographic map and have
 RP0537.an estimated accuracy of +/- 6 seconds.
 RP0537
 RP0537.The orthometric height was determined by differential leveling
 RP0537.and adjusted by the National Geodetic Survey in June 1991..
 RP0537
 RP0537.The geoid height was determined by GEOID03.
 RP0537
 RP0537.The dynamic height is computed by dividing the NAVD 88
 RP0537.geopotential number by the normal gravity value computed on the
 RP0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0537.degrees latitude (g = 980.6199 gals.).
 RP0537
 RP0537.The modeled gravity was interpolated from observed gravity values.
 RP0537
 RP0537;                    North         East    Units  Estimated Accuracy
 RP0537;SPC ND S     -   142,980.      791,930.      MT  (+/- 180 meters Scaled)
 RP0537
 RP0537                          SUPERSEDED SURVEY CONTROL
 RP0537
 RP0537  NGVD 29 (??/??/92)  393.791  (m)         1291.96   (f) ADJ UNCH    2 0
 RP0537
 RP0537.Superseded values are not recommended for survey control.
 RP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0537.See file dsdata.txt to determine how the superseded data were derived.
 RP0537
 RP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS776973(NAD 83)
 RP0537_MARKER: DB = BENCH MARK DISK
 RP0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0537_SP_SET: BRIDGE ABUTMENT
 RP0537_STAMPING: K 28 1934
 RP0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0537
 RP0537  HISTORY     - Date     Condition        Report By
 RP0537  HISTORY     - 1934     MONUMENTED       CGS
 RP0537  HISTORY     - 1982     GOOD             NGS
 RP0537
 RP0537                          STATION DESCRIPTION
 RP0537
 RP0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0537'3.6 MI SE FROM VALLEY CITY.
 RP0537'3.6 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE POST OFFICE
 RP0537'AT VALLEY CITY, BARNES COUNTY, 6 POLES WEST OF MILEPOST 285, AT
 RP0537'40-FOOT ARCH BRIDGE UNDERPASS 285 A1, IN THE TOP OF THE NORTH END OF
 RP0537'THE WEST CONCRETE ABUTMENT, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 RP0537'TRACK.  A STANDARD DISK, STAMPED K 28 1934.
 RP0537
 RP0537                          STATION RECOVERY (1982)
 RP0537
 RP0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0055 ***********************************************************************
 TG0055  DESIGNATION -  K 280
 TG0055  PID         -  TG0055
 TG0055  STATE/COUNTY-  ND/BURKE
 TG0055  USGS QUAD   -  NORTHGATE (1949)
 TG0055
 TG0055                         *CURRENT SURVEY CONTROL
 TG0055  ___________________________________________________________________
 TG0055* NAD 83(1986)-  48 53 02.     (N)    102 22 24.     (W)     SCALED    
 TG0055* NAVD 88     -       591.682  (meters)    1941.21   (feet)  ADJUSTED  
 TG0055  ___________________________________________________________________
 TG0055  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 TG0055  DYNAMIC HT  -         591.811 (meters)    1941.63  (feet)  COMP
 TG0055  MODELED GRAV-     980,809.6   (mgal)                       NAVD 88
 TG0055
 TG0055  VERT ORDER  -  FIRST     CLASS II
 TG0055
 TG0055.The horizontal coordinates were scaled from a topographic map and have
 TG0055.an estimated accuracy of +/- 6 seconds.
 TG0055
 TG0055.The orthometric height was determined by differential leveling
 TG0055.and adjusted by the National Geodetic Survey in June 1991..
 TG0055
 TG0055.The geoid height was determined by GEOID03.
 TG0055
 TG0055.The dynamic height is computed by dividing the NAVD 88
 TG0055.geopotential number by the normal gravity value computed on the
 TG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0055.degrees latitude (g = 980.6199 gals.).
 TG0055
 TG0055.The modeled gravity was interpolated from observed gravity values.
 TG0055
 TG0055;                    North         East    Units  Estimated Accuracy
 TG0055;SPC ND N     -   211,140.      462,620.      MT  (+/- 180 meters Scaled)
 TG0055
 TG0055                          SUPERSEDED SURVEY CONTROL
 TG0055
 TG0055  NGVD 29 (??/??/92)  591.273  (m)         1939.87   (f) ADJ UNCH    1 2
 TG0055
 TG0055.Superseded values are not recommended for survey control.
 TG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0055.See file dsdata.txt to determine how the superseded data were derived.
 TG0055
 TG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ925178(NAD 83)
 TG0055_MARKER: DB = BENCH MARK DISK
 TG0055_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 TG0055_SP_SET: UNSPECIFIED DEEP SET
 TG0055_STAMPING: K 280 1963
 TG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0055+STABILITY: SURFACE MOTION
 TG0055
 TG0055  HISTORY     - Date     Condition        Report By
 TG0055  HISTORY     - 1963     MONUMENTED       CGS
 TG0055
 TG0055                          STATION DESCRIPTION
 TG0055
 TG0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0055'1.4 MI SE FROM FLAXTON.
 TG0055'ABOUT 1.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0055'AT FLAXTON, IN SECTION 5, T 162 N, R 90 W, 4 POLES NORTHWEST OF A
 TG0055'CROSSING OF THE RAILROAD AND A ROAD, 97 FEET SOUTHWEST OF THE
 TG0055'SOUTHWEST RAIL, 152 FEET WEST AND ACROSS THE TRACKS FROM MILE POST
 TG0055'539, 5 FEET NORTHWEST OF A TELEPHONE POLE, 1.1 FEET SOUTHEAST OF A
 TG0055'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS, AND ON
 TG0055'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 TG0055'REFUSAL AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0199 ***********************************************************************
 TG0199  DESIGNATION -  K 281
 TG0199  PID         -  TG0199
 TG0199  STATE/COUNTY-  ND/BURKE
 TG0199  USGS QUAD   -  BOWBELLS NW (1947)
 TG0199
 TG0199                         *CURRENT SURVEY CONTROL
 TG0199  ___________________________________________________________________
 TG0199* NAD 83(1986)-  48 55 23.     (N)    102 14 24.     (W)     SCALED    
 TG0199* NAVD 88     -       583.613  (meters)    1914.74   (feet)  ADJUSTED  
 TG0199  ___________________________________________________________________
 TG0199  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TG0199  DYNAMIC HT  -         583.741 (meters)    1915.16  (feet)  COMP
 TG0199  MODELED GRAV-     980,810.7   (mgal)                       NAVD 88
 TG0199
 TG0199  VERT ORDER  -  SECOND    CLASS 0
 TG0199
 TG0199.The horizontal coordinates were scaled from a topographic map and have
 TG0199.an estimated accuracy of +/- 6 seconds.
 TG0199
 TG0199.The orthometric height was determined by differential leveling
 TG0199.and adjusted by the National Geodetic Survey in June 1991..
 TG0199
 TG0199.The geoid height was determined by GEOID03.
 TG0199
 TG0199.The dynamic height is computed by dividing the NAVD 88
 TG0199.geopotential number by the normal gravity value computed on the
 TG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0199.degrees latitude (g = 980.6199 gals.).
 TG0199
 TG0199.The modeled gravity was interpolated from observed gravity values.
 TG0199
 TG0199;                    North         East    Units  Estimated Accuracy
 TG0199;SPC ND N     -   215,260.      472,490.      MT  (+/- 180 meters Scaled)
 TG0199
 TG0199                          SUPERSEDED SURVEY CONTROL
 TG0199
 TG0199  NGVD 29 (??/??/92)  583.212  (m)         1913.42   (f) ADJ UNCH    2 0
 TG0199
 TG0199.Superseded values are not recommended for survey control.
 TG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0199.See file dsdata.txt to determine how the superseded data were derived.
 TG0199
 TG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ021225(NAD 83)
 TG0199_MARKER: DB = BENCH MARK DISK
 TG0199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0199_SP_SET: 15 FT
 TG0199_STAMPING: K 281 1963
 TG0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0199
 TG0199  HISTORY     - Date     Condition        Report By
 TG0199  HISTORY     - 1963     MONUMENTED       CGS
 TG0199
 TG0199                          STATION DESCRIPTION
 TG0199
 TG0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0199'5.8 MI S FROM NORTHGATE.
 TG0199'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0199'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0199'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0
 TG0199'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 20, T 163 N, R 89 W, AT
 TG0199'A ROAD INTERSECTION, 77 FEET WEST OF THE CENTER LINE OF THE ROAD, 39
 TG0199'FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING WEST, 115 FEET
 TG0199'NORTH OF A POWER POLE WHICH IS AT A JUNCTION OF TWO POWER LINES, 0.7
 TG0199'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TG0199'THE ROAD AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A
 TG0199'DEPTH OF 15 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0317 ***********************************************************************
 TG0317  DESIGNATION -  K 282
 TG0317  PID         -  TG0317
 TG0317  STATE/COUNTY-  ND/WARD
 TG0317  USGS QUAD   -  KENMARE (1981)
 TG0317
 TG0317                         *CURRENT SURVEY CONTROL
 TG0317  ___________________________________________________________________
 TG0317* NAD 83(1986)-  48 44 05.     (N)    102 05 14.     (W)     SCALED    
 TG0317* NAVD 88     -       590.694  (meters)    1937.97   (feet)  ADJUSTED  
 TG0317  ___________________________________________________________________
 TG0317  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TG0317  DYNAMIC HT  -         590.812 (meters)    1938.36  (feet)  COMP
 TG0317  MODELED GRAV-     980,791.5   (mgal)                       NAVD 88
 TG0317
 TG0317  VERT ORDER  -  SECOND    CLASS 0
 TG0317
 TG0317.The horizontal coordinates were scaled from a topographic map and have
 TG0317.an estimated accuracy of +/- 6 seconds.
 TG0317
 TG0317.The orthometric height was determined by differential leveling
 TG0317.and adjusted by the National Geodetic Survey in June 1991..
 TG0317
 TG0317.The geoid height was determined by GEOID03.
 TG0317
 TG0317.The dynamic height is computed by dividing the NAVD 88
 TG0317.geopotential number by the normal gravity value computed on the
 TG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0317.degrees latitude (g = 980.6199 gals.).
 TG0317
 TG0317.The modeled gravity was interpolated from observed gravity values.
 TG0317
 TG0317;                    North         East    Units  Estimated Accuracy
 TG0317;SPC ND N     -   194,080.      483,250.      MT  (+/- 180 meters Scaled)
 TG0317
 TG0317                          SUPERSEDED SURVEY CONTROL
 TG0317
 TG0317  NGVD 29 (??/??/92)  590.292  (m)         1936.65   (f) ADJ UNCH    2 0
 TG0317
 TG0317.Superseded values are not recommended for survey control.
 TG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0317.See file dsdata.txt to determine how the superseded data were derived.
 TG0317
 TG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ141020(NAD 83)
 TG0317_MARKER: DB = BENCH MARK DISK
 TG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0317_STAMPING: K 282 1963
 TG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0317+STABILITY: SURFACE MOTION
 TG0317
 TG0317  HISTORY     - Date     Condition        Report By
 TG0317  HISTORY     - 1963     MONUMENTED       CGS
 TG0317  HISTORY     - 1983     GOOD             NGS
 TG0317
 TG0317                          STATION DESCRIPTION
 TG0317
 TG0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0317'5.15 MI N FROM KENMARE.
 TG0317'ABOUT 3.5 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0317'KENMARE, THENCE 1.65 MILES NORTH ALONG U.S. HIGHWAY 52, AT A ROAD
 TG0317'INTERSECTION, AT THE NORTHEAST CORNER OF THE KENMARE AIRPORT IN
 TG0317'SECTION 28, T 161 N, R 88 W, 102 FEET WEST OF THE CENTER LINE OF THE
 TG0317'HIGHWAY, 60 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 17 1/2
 TG0317'FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE, 1.3 FEET
 TG0317'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 TG0317'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 TG0317
 TG0317                          STATION RECOVERY (1983)
 TG0317
 TG0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1424 ***********************************************************************
 TF1424  DESIGNATION -  K 283
 TF1424  PID         -  TF1424
 TF1424  STATE/COUNTY-  ND/RENVILLE
 TF1424  USGS QUAD   -  MOHALL (1980)
 TF1424
 TF1424                         *CURRENT SURVEY CONTROL
 TF1424  ___________________________________________________________________
 TF1424* NAD 83(1986)-  48 45 49.     (N)    101 36 19.     (W)     SCALED    
 TF1424* NAVD 88     -       512.987  (meters)    1683.02   (feet)  ADJUSTED  
 TF1424  ___________________________________________________________________
 TF1424  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF1424  DYNAMIC HT  -         513.096 (meters)    1683.38  (feet)  COMP
 TF1424  MODELED GRAV-     980,806.3   (mgal)                       NAVD 88
 TF1424
 TF1424  VERT ORDER  -  SECOND    CLASS 0
 TF1424
 TF1424.The horizontal coordinates were scaled from a topographic map and have
 TF1424.an estimated accuracy of +/- 6 seconds.
 TF1424
 TF1424.The orthometric height was determined by differential leveling
 TF1424.and adjusted by the National Geodetic Survey in June 1991..
 TF1424
 TF1424.The geoid height was determined by GEOID03.
 TF1424
 TF1424.The dynamic height is computed by dividing the NAVD 88
 TF1424.geopotential number by the normal gravity value computed on the
 TF1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1424.degrees latitude (g = 980.6199 gals.).
 TF1424
 TF1424.The modeled gravity was interpolated from observed gravity values.
 TF1424
 TF1424;                    North         East    Units  Estimated Accuracy
 TF1424;SPC ND N     -   196,670.      518,750.      MT  (+/- 180 meters Scaled)
 TF1424
 TF1424                          SUPERSEDED SURVEY CONTROL
 TF1424
 TF1424  NGVD 29 (??/??/92)  512.612  (m)         1681.79   (f) ADJ UNCH    2 0
 TF1424
 TF1424.Superseded values are not recommended for survey control.
 TF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1424.See file dsdata.txt to determine how the superseded data were derived.
 TF1424
 TF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV085044(NAD 83)
 TF1424_MARKER: DB = BENCH MARK DISK
 TF1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1424_STAMPING: K 283 1963
 TF1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1424+STABILITY: SURFACE MOTION
 TF1424
 TF1424  HISTORY     - Date     Condition        Report By
 TF1424  HISTORY     - 1963     MONUMENTED       CGS
 TF1424
 TF1424                          STATION DESCRIPTION
 TF1424
 TF1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1424'4.35 MI W FROM MOHALL.
 TF1424'ABOUT 4.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1424'MOHALL, IN SECTION 15, T 161 N, R 84 W, AT THE INTERSECTION WITH A
 TF1424'SECTION LINE ROAD, NEAR A SMALL GROVE OF TREES WHICH IS ON THE NORTH
 TF1424'SIDE OF THE HIGHWAY, 100 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM A
 TF1424'LARGE SHEET METAL BUILDING, 85 YARDS WEST OF A WHITE HOUSE, 101 FEET
 TF1424'NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE CENTER
 TF1424'LINE OF THE SECTION LINE ROAD, 3 FEET NORTH OF A TELEPHONE POLE, 1.0
 TF1424'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF1424'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0704 ***********************************************************************
 TF0704  DESIGNATION -  K 284
 TF0704  PID         -  TF0704
 TF0704  STATE/COUNTY-  ND/BOTTINEAU
 TF0704  USGS QUAD   -  ANTLER (1971)
 TF0704
 TF0704                         *CURRENT SURVEY CONTROL
 TF0704  ___________________________________________________________________
 TF0704* NAD 83(1986)-  48 57 57.     (N)    101 21 57.     (W)     SCALED    
 TF0704* NAVD 88     -       477.727  (meters)    1567.34   (feet)  ADJUSTED  
 TF0704  ___________________________________________________________________
 TF0704  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TF0704  DYNAMIC HT  -         477.843 (meters)    1567.72  (feet)  COMP
 TF0704  MODELED GRAV-     980,837.2   (mgal)                       NAVD 88
 TF0704
 TF0704  VERT ORDER  -  SECOND    CLASS 0
 TF0704
 TF0704.The horizontal coordinates were scaled from a topographic map and have
 TF0704.an estimated accuracy of +/- 6 seconds.
 TF0704
 TF0704.The orthometric height was determined by differential leveling
 TF0704.and adjusted by the National Geodetic Survey in June 1991..
 TF0704
 TF0704.The geoid height was determined by GEOID03.
 TF0704
 TF0704.The dynamic height is computed by dividing the NAVD 88
 TF0704.geopotential number by the normal gravity value computed on the
 TF0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0704.degrees latitude (g = 980.6199 gals.).
 TF0704
 TF0704.The modeled gravity was interpolated from observed gravity values.
 TF0704
 TF0704;                    North         East    Units  Estimated Accuracy
 TF0704;SPC ND N     -   218,930.      536,600.      MT  (+/- 180 meters Scaled)
 TF0704
 TF0704                          SUPERSEDED SURVEY CONTROL
 TF0704
 TF0704  NGVD 29 (??/??/92)  477.379  (m)         1566.20   (f) ADJ UNCH    2 0
 TF0704
 TF0704.Superseded values are not recommended for survey control.
 TF0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0704.See file dsdata.txt to determine how the superseded data were derived.
 TF0704
 TF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV268263(NAD 83)
 TF0704_MARKER: DB = BENCH MARK DISK
 TF0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0704_SP_SET: SIGN BASE
 TF0704_STAMPING: K 284 1963
 TF0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0704
 TF0704  HISTORY     - Date     Condition        Report By
 TF0704  HISTORY     - 1963     MONUMENTED       CGS
 TF0704
 TF0704                          STATION DESCRIPTION
 TF0704
 TF0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0704'4.05 MI W FROM ANTLER.
 TF0704'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0704'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0704'ROAD, AT A ROAD INTERSECTION, IN SECTION 6, T 163 N, R 82 W, IN THE
 TF0704'BASE OF A SIGN, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 135 FEET
 TF0704'WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, ABOUT LEVEL WITH THE
 TF0704'ROAD, AND SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE
 TF0704'OF A CUSTOM HOUSE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0837 ***********************************************************************
 TF0837  DESIGNATION -  K 285
 TF0837  PID         -  TF0837
 TF0837  STATE/COUNTY-  ND/BOTTINEAU
 TF0837  USGS QUAD   -  ANTLER SW (1980)
 TF0837
 TF0837                         *CURRENT SURVEY CONTROL
 TF0837  ___________________________________________________________________
 TF0837* NAD 83(1986)-  48 49 16.     (N)    101 24 33.     (W)     SCALED    
 TF0837* NAVD 88     -       476.721  (meters)    1564.04   (feet)  ADJUSTED  
 TF0837  ___________________________________________________________________
 TF0837  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 TF0837  DYNAMIC HT  -         476.827 (meters)    1564.39  (feet)  COMP
 TF0837  MODELED GRAV-     980,818.8   (mgal)                       NAVD 88
 TF0837
 TF0837  VERT ORDER  -  SECOND    CLASS 0
 TF0837
 TF0837.The horizontal coordinates were scaled from a topographic map and have
 TF0837.an estimated accuracy of +/- 6 seconds.
 TF0837
 TF0837.The orthometric height was determined by differential leveling
 TF0837.and adjusted by the National Geodetic Survey in June 1991..
 TF0837
 TF0837.The geoid height was determined by GEOID03.
 TF0837
 TF0837.The dynamic height is computed by dividing the NAVD 88
 TF0837.geopotential number by the normal gravity value computed on the
 TF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0837.degrees latitude (g = 980.6199 gals.).
 TF0837
 TF0837.The modeled gravity was interpolated from observed gravity values.
 TF0837
 TF0837;                    North         East    Units  Estimated Accuracy
 TF0837;SPC ND N     -   202,880.      533,240.      MT  (+/- 180 meters Scaled)
 TF0837
 TF0837                          SUPERSEDED SURVEY CONTROL
 TF0837
 TF0837  NGVD 29 (??/??/92)  476.368  (m)         1562.88   (f) ADJ UNCH    2 0
 TF0837
 TF0837.Superseded values are not recommended for survey control.
 TF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0837.See file dsdata.txt to determine how the superseded data were derived.
 TF0837
 TF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV231103(NAD 83)
 TF0837_MARKER: DB = BENCH MARK DISK
 TF0837_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0837_SP_SET: 48 FT
 TF0837_STAMPING: K 285 1963
 TF0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0837
 TF0837  HISTORY     - Date     Condition        Report By
 TF0837  HISTORY     - 1963     MONUMENTED       CGS
 TF0837
 TF0837                          STATION DESCRIPTION
 TF0837
 TF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0837'8.65 MI NE FROM MOHALL.
 TF0837'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0837'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILES
 TF0837'EAST ALONG A GRAVELED ROAD, IN SECTION 26, T 162 N, R 83 W, AT THE
 TF0837'JUNCTION WITH A TRAIL ROAD LEADING NORTH, 82 FEET NORTH OF THE CENTER
 TF0837'LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 1
 TF0837'1/2 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 TF0837'ABOUT LEVEL WITH THE ROAD AND SET ON TOP OF A 5/8-INCH ROD THAT IS
 TF0837'DRIVEN TO A DEPTH OF 48 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TF0837'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1457 ***********************************************************************
 TF1457  DESIGNATION -  K 286
 TF1457  PID         -  TF1457
 TF1457  STATE/COUNTY-  ND/RENVILLE
 TF1457  USGS QUAD   -  MOHALL (1980)
 TF1457
 TF1457                         *CURRENT SURVEY CONTROL
 TF1457  ___________________________________________________________________
 TF1457* NAD 83(1986)-  48 50 09.     (N)    101 31 02.     (W)     SCALED    
 TF1457* NAVD 88     -       488.858  (meters)    1603.86   (feet)  ADJUSTED  
 TF1457  ___________________________________________________________________
 TF1457  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TF1457  DYNAMIC HT  -         488.967 (meters)    1604.22  (feet)  COMP
 TF1457  MODELED GRAV-     980,816.9   (mgal)                       NAVD 88
 TF1457
 TF1457  VERT ORDER  -  SECOND    CLASS 0
 TF1457
 TF1457.The horizontal coordinates were scaled from a topographic map and have
 TF1457.an estimated accuracy of +/- 6 seconds.
 TF1457
 TF1457.The orthometric height was determined by differential leveling
 TF1457.and adjusted by the National Geodetic Survey in June 1991..
 TF1457
 TF1457.The geoid height was determined by GEOID03.
 TF1457
 TF1457.The dynamic height is computed by dividing the NAVD 88
 TF1457.geopotential number by the normal gravity value computed on the
 TF1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1457.degrees latitude (g = 980.6199 gals.).
 TF1457
 TF1457.The modeled gravity was interpolated from observed gravity values.
 TF1457
 TF1457;                    North         East    Units  Estimated Accuracy
 TF1457;SPC ND N     -   204,610.      525,320.      MT  (+/- 180 meters Scaled)
 TF1457
 TF1457                          SUPERSEDED SURVEY CONTROL
 TF1457
 TF1457  NGVD 29 (??/??/92)  488.494  (m)         1602.67   (f) ADJ UNCH    2 0
 TF1457
 TF1457.Superseded values are not recommended for survey control.
 TF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1457.See file dsdata.txt to determine how the superseded data were derived.
 TF1457
 TF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV152122(NAD 83)
 TF1457_MARKER: DB = BENCH MARK DISK
 TF1457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1457_SP_SET: 13 FEET
 TF1457_STAMPING: K 286 1963
 TF1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1457
 TF1457  HISTORY     - Date     Condition        Report By
 TF1457  HISTORY     - 1963     MONUMENTED       CGS
 TF1457
 TF1457                          STATION DESCRIPTION
 TF1457
 TF1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1457'5.35 MI N FROM MOHALL.
 TF1457'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1457'MOHALL, THENCE 5.0 MILES NORTH ALONG COUNTY ROAD 9, 80 1/2 FEET
 TF1457'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 74 FEET EAST OF THE
 TF1457'CENTER LINE OF THE ROAD, 34 FEET SOUTH OF THE CENTER LINE OF A TRACK
 TF1457'ROAD LEADING EAST, 81 FEET NORTHEAST OF A TELEPHONE POLE, 6 FEET SOUTH
 TF1457'OF A CORNER FENCE POST, 2 FEET WEST OF A FENCE, 1.0 FEET SOUTHEAST OF
 TF1457'A METAL WITNESS POST, AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS
 TF1457'DRIVEN TO A DEPTH OF 13 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TF1457'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1701 ***********************************************************************
 TF1701  DESIGNATION -  K 287
 TF1701  PID         -  TF1701
 TF1701  STATE/COUNTY-  ND/RENVILLE
 TF1701  USGS QUAD   -  MOHALL SW (1971)
 TF1701
 TF1701                         *CURRENT SURVEY CONTROL
 TF1701  ___________________________________________________________________
 TF1701* NAD 83(1986)-  48 51 54.     (N)    101 42 56.     (W)     SCALED    
 TF1701* NAVD 88     -       522.315  (meters)    1713.63   (feet)  ADJUSTED  
 TF1701  ___________________________________________________________________
 TF1701  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 TF1701  DYNAMIC HT  -         522.431 (meters)    1714.01  (feet)  COMP
 TF1701  MODELED GRAV-     980,815.1   (mgal)                       NAVD 88
 TF1701
 TF1701  VERT ORDER  -  SECOND    CLASS 0
 TF1701
 TF1701.The horizontal coordinates were scaled from a topographic map and have
 TF1701.an estimated accuracy of +/- 6 seconds.
 TF1701
 TF1701.The orthometric height was determined by differential leveling
 TF1701.and adjusted by the National Geodetic Survey in June 1991..
 TF1701
 TF1701.The geoid height was determined by GEOID03.
 TF1701
 TF1701.The dynamic height is computed by dividing the NAVD 88
 TF1701.geopotential number by the normal gravity value computed on the
 TF1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1701.degrees latitude (g = 980.6199 gals.).
 TF1701
 TF1701.The modeled gravity was interpolated from observed gravity values.
 TF1701
 TF1701;                    North         East    Units  Estimated Accuracy
 TF1701;SPC ND N     -   208,070.      510,820.      MT  (+/- 180 meters Scaled)
 TF1701
 TF1701                          SUPERSEDED SURVEY CONTROL
 TF1701
 TF1701  NGVD 29 (??/??/92)  521.946  (m)         1712.42   (f) ADJ UNCH    2 0
 TF1701
 TF1701.Superseded values are not recommended for survey control.
 TF1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1701.See file dsdata.txt to determine how the superseded data were derived.
 TF1701
 TF1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV008160(NAD 83)
 TF1701_MARKER: DB = BENCH MARK DISK
 TF1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1701_STAMPING: K 287 1963
 TF1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1701+STABILITY: SURFACE MOTION
 TF1701
 TF1701  HISTORY     - Date     Condition        Report By
 TF1701  HISTORY     - 1963     MONUMENTED       CGS
 TF1701
 TF1701                          STATION DESCRIPTION
 TF1701
 TF1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1701'10.8 MI SW FROM SHERWOOD.
 TF1701'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1701'SHERWOOD, THENCE 4.0 MILES WEST ALONG COUNTY ROAD 4, IN SECTION 9, T
 TF1701'186 N, R 85 W, 112 FEET NORTHEAST OF THE CENTER OF A ROAD
 TF1701'INTERSECTION, 83 1/2 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 4,
 TF1701'76 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTH, 7 1/2
 TF1701'FEET WEST OF A POWER POLE THAT IS BRACED WITH A GUY WIRE, IN LINE WITH
 TF1701'A ROW OF POWER POLES, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 TF1701'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 TF1701'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0135 ***********************************************************************
 SM0135  DESIGNATION -  K 288
 SM0135  PID         -  SM0135
 SM0135  STATE/COUNTY-  ND/NELSON
 SM0135  USGS QUAD   -  KLOTEN NW (1961)
 SM0135
 SM0135                         *CURRENT SURVEY CONTROL
 SM0135  ___________________________________________________________________
 SM0135* NAD 83(1986)-  47 40 22.     (N)    098 09 43.     (W)     SCALED    
 SM0135* NAVD 88     -       443.374  (meters)    1454.64   (feet)  ADJUSTED  
 SM0135  ___________________________________________________________________
 SM0135  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 SM0135  DYNAMIC HT  -         443.440 (meters)    1454.85  (feet)  COMP
 SM0135  MODELED GRAV-     980,747.4   (mgal)                       NAVD 88
 SM0135
 SM0135  VERT ORDER  -  SECOND    CLASS 0
 SM0135
 SM0135.The horizontal coordinates were scaled from a topographic map and have
 SM0135.an estimated accuracy of +/- 6 seconds.
 SM0135
 SM0135.The orthometric height was determined by differential leveling
 SM0135.and adjusted by the National Geodetic Survey in June 1991..
 SM0135
 SM0135.The geoid height was determined by GEOID03.
 SM0135
 SM0135.The dynamic height is computed by dividing the NAVD 88
 SM0135.geopotential number by the normal gravity value computed on the
 SM0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0135.degrees latitude (g = 980.6199 gals.).
 SM0135
 SM0135.The modeled gravity was interpolated from observed gravity values.
 SM0135
 SM0135;                    North         East    Units  Estimated Accuracy
 SM0135;SPC ND N     -    77,470.      775,550.      MT  (+/- 180 meters Scaled)
 SM0135
 SM0135                          SUPERSEDED SURVEY CONTROL
 SM0135
 SM0135  NGVD 29 (??/??/92)  443.018  (m)         1453.47   (f) ADJ UNCH    2 0
 SM0135
 SM0135.Superseded values are not recommended for survey control.
 SM0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0135.See file dsdata.txt to determine how the superseded data were derived.
 SM0135
 SM0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT629802(NAD 83)
 SM0135_MARKER: DB = BENCH MARK DISK
 SM0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0135_SP_SET: 16 FT
 SM0135_STAMPING: K 288 1963
 SM0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0135
 SM0135  HISTORY     - Date     Condition        Report By
 SM0135  HISTORY     - 1963     MONUMENTED       CGS
 SM0135
 SM0135                          STATION DESCRIPTION
 SM0135
 SM0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0135'6.9 MI S FROM MCVILLE.
 SM0135'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0135'STATION AT MCVILLE, THENCE 6.0 MILES SOUTH ALONG COUNTY ROAD 35, IN
 SM0135'SECTION 35, T 149 N, R 59 W, ABOUT 162 YARDS WEST OF THE CENTER LINE
 SM0135'OF THE ROAD, 5 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTH OF A
 SM0135'FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND SET ON TOP OF A
 SM0135'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND
 SM0135'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0291 ***********************************************************************
 SM0291  DESIGNATION -  K 289
 SM0291  PID         -  SM0291
 SM0291  STATE/COUNTY-  ND/NELSON
 SM0291  USGS QUAD   -  KLOTEN NW (1961)
 SM0291
 SM0291                         *CURRENT SURVEY CONTROL
 SM0291  ___________________________________________________________________
 SM0291* NAD 83(1986)-  47 42 57.     (N)    098 13 32.     (W)     SCALED    
 SM0291* NAVD 88     -       446.634  (meters)    1465.33   (feet)  ADJUSTED  
 SM0291  ___________________________________________________________________
 SM0291  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SM0291  DYNAMIC HT  -         446.706 (meters)    1465.57  (feet)  COMP
 SM0291  MODELED GRAV-     980,758.3   (mgal)                       NAVD 88
 SM0291
 SM0291  VERT ORDER  -  SECOND    CLASS 0
 SM0291
 SM0291.The horizontal coordinates were scaled from a topographic map and have
 SM0291.an estimated accuracy of +/- 6 seconds.
 SM0291
 SM0291.The orthometric height was determined by differential leveling
 SM0291.and adjusted by the National Geodetic Survey in June 1991..
 SM0291
 SM0291.The geoid height was determined by GEOID03.
 SM0291
 SM0291.The dynamic height is computed by dividing the NAVD 88
 SM0291.geopotential number by the normal gravity value computed on the
 SM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0291.degrees latitude (g = 980.6199 gals.).
 SM0291
 SM0291.The modeled gravity was interpolated from observed gravity values.
 SM0291
 SM0291;                    North         East    Units  Estimated Accuracy
 SM0291;SPC ND N     -    82,110.      770,630.      MT  (+/- 180 meters Scaled)
 SM0291
 SM0291                          SUPERSEDED SURVEY CONTROL
 SM0291
 SM0291  NGVD 29 (??/??/92)  446.281  (m)         1464.17   (f) ADJ UNCH    2 0
 SM0291
 SM0291.Superseded values are not recommended for survey control.
 SM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0291.See file dsdata.txt to determine how the superseded data were derived.
 SM0291
 SM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT580850(NAD 83)
 SM0291_MARKER: DB = BENCH MARK DISK
 SM0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0291_STAMPING: K 289 1963
 SM0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0291+STABILITY: SURFACE MOTION
 SM0291
 SM0291  HISTORY     - Date     Condition        Report By
 SM0291  HISTORY     - 1963     MONUMENTED       CGS
 SM0291
 SM0291                          STATION DESCRIPTION
 SM0291
 SM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0291'9.1 MI SE FROM PEKIN.
 SM0291'ABOUT 3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0291'STATION AT PEKIN, THENCE 0.5 MILE SOUTH ACROSS COUNTRY, THENCE 0.25
 SM0291'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG A TRAIL
 SM0291'ROAD TO THE JUNCTION OF THE TRAIL ROAD AND AN EAST-WEST ROAD, THENCE
 SM0291'0.15 MILE SOUTH ACROSS COUNTRY TO A FENCE CORNER, THENCE 0.5 MILE
 SM0291'SOUTH ALONG A FENCE LINE TO A GRAVELED ROAD JUNCTION, THENCE 2.05
 SM0291'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST ALONG COUNTY
 SM0291'ROAD 18, OR ABOUT 0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM
 SM0291'THE STATION AT MCVILLE, THENCE 3.4 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0291'THENCE 2.9 MILES WEST ALONG A ROAD, THENCE 0.6 MILE NORTH ALONG A
 SM0291'FIELD ROAD, IN SECTION 17, T 149 N, R 59 W, 103 FEET NORTH OF THE
 SM0291'CENTER OF A ROAD INTERSECTION, 55 FEET WEST OF THE CENTER LINE OF A
 SM0291'NORTH-SOUTH ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 SM0291'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0291'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0745 ***********************************************************************
 SM0745  DESIGNATION -  K 290
 SM0745  PID         -  SM0745
 SM0745  STATE/COUNTY-  ND/NELSON
 SM0745  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0745
 SM0745                         *CURRENT SURVEY CONTROL
 SM0745  ___________________________________________________________________
 SM0745* NAD 83(1986)-  47 44 41.     (N)    098 30 43.     (W)     SCALED    
 SM0745* NAVD 88     -       448.002  (meters)    1469.82   (feet)  ADJUSTED  
 SM0745  ___________________________________________________________________
 SM0745  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SM0745  DYNAMIC HT  -         448.069 (meters)    1470.04  (feet)  COMP
 SM0745  MODELED GRAV-     980,747.1   (mgal)                       NAVD 88
 SM0745
 SM0745  VERT ORDER  -  SECOND    CLASS 0
 SM0745
 SM0745.The horizontal coordinates were scaled from a topographic map and have
 SM0745.an estimated accuracy of +/- 6 seconds.
 SM0745
 SM0745.The orthometric height was determined by differential leveling
 SM0745.and adjusted by the National Geodetic Survey in June 1991..
 SM0745
 SM0745.The geoid height was determined by GEOID03.
 SM0745
 SM0745.The dynamic height is computed by dividing the NAVD 88
 SM0745.geopotential number by the normal gravity value computed on the
 SM0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0745.degrees latitude (g = 980.6199 gals.).
 SM0745
 SM0745.The modeled gravity was interpolated from observed gravity values.
 SM0745
 SM0745;                    North         East    Units  Estimated Accuracy
 SM0745;SPC ND N     -    84,720.      749,070.      MT  (+/- 180 meters Scaled)
 SM0745
 SM0745                          SUPERSEDED SURVEY CONTROL
 SM0745
 SM0745  NGVD 29 (??/??/92)  447.642  (m)         1468.64   (f) ADJ UNCH    2 0
 SM0745
 SM0745.Superseded values are not recommended for survey control.
 SM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0745.See file dsdata.txt to determine how the superseded data were derived.
 SM0745
 SM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT365880(NAD 83)
 SM0745_MARKER: DB = BENCH MARK DISK
 SM0745_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0745_SP_SET: 24 FT
 SM0745_STAMPING: K 290 1963
 SM0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0745
 SM0745  HISTORY     - Date     Condition        Report By
 SM0745  HISTORY     - 1963     MONUMENTED       CGS
 SM0745
 SM0745                          STATION DESCRIPTION
 SM0745
 SM0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0745'9.25 MI SW FROM TOLNA.
 SM0745'5.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0745'STATION AT TOLNA, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 SM0745'1.4 MILES WEST ALONG A TRACK ROAD, IN SECTION 6, T 149 N, R 61 W,
 SM0745'ABOUT 200 FEET WEST OF A GROVE OF TREES, NEAR THE SOUTHWEST EDGE OF A
 SM0745'SLOUGH, 48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF
 SM0745'A FENCE CORNER 1 1/2 FEET EAST OF A FENCE, 1.4 FEET EAST OF A METAL
 SM0745'WITNESS POST AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SM0745'DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE WHICH
 SM0745'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0750 ***********************************************************************
 SM0750  DESIGNATION -  K 291 RESET
 SM0750  PID         -  SM0750
 SM0750  STATE/COUNTY-  ND/RAMSEY
 SM0750  USGS QUAD   -  DEVILS LAKE MOUNTAIN (1975)
 SM0750
 SM0750                         *CURRENT SURVEY CONTROL
 SM0750  ___________________________________________________________________
 SM0750* NAD 83(1986)-  47 59 28.     (N)    098 31 32.     (W)     SCALED    
 SM0750* NAVD 88     -       457.51   (+/-2cm)    1501.0    (feet)  VERTCON   
 SM0750  ___________________________________________________________________
 SM0750  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0750
 SM0750  VERT ORDER  -  THIRD (See Below)
 SM0750
 SM0750.The horizontal coordinates were scaled from a topographic map and have
 SM0750.an estimated accuracy of +/- 6 seconds.
 SM0750
 SM0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0750.The vertical order pertains to the NGVD 29 superseded value.
 SM0750
 SM0750.The geoid height was determined by GEOID03.
 SM0750
 SM0750;                    North         East    Units  Estimated Accuracy
 SM0750;SPC ND N     -   112,080.      747,340.      MT  (+/- 180 meters Scaled)
 SM0750
 SM0750                          SUPERSEDED SURVEY CONTROL
 SM0750
 SM0750  NGVD 29 (??/??/??)  457.13   (m)         1499.8    (f) RESET       3  
 SM0750
 SM0750.Superseded values are not recommended for survey control.
 SM0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0750.See file dsdata.txt to determine how the superseded data were derived.
 SM0750
 SM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU353154(NAD 83)
 SM0750_MARKER: DB = BENCH MARK DISK
 SM0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0750_STAMPING: K 291 RESET 1964
 SM0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0750+STABILITY: SURFACE MOTION
 SM0750
 SM0750  HISTORY     - Date     Condition        Report By
 SM0750  HISTORY     - 1964     MONUMENTED       NDHD
 SM0750  HISTORY     - 19700707 MARK NOT FOUND   LOCENG
 SM0750
 SM0750                          STATION DESCRIPTION
 SM0750
 SM0750'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1964
 SM0750'8.15 MI SW FROM BARTLETT.
 SM0750'4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0750'RAILROAD STATION AT BARTLETT, THENCE 4.0 MILES WEST ALONG A GRAVELED
 SM0750'ROAD IN SECTION 13 TWP. 152 N, RGE. 62 W, 134 FEET SOUTHWEST OF THE
 SM0750'CENTER OF AN INTERSECTION WITH A GRAVELED ROAD, 132.5 FEET SOUTH OF
 SM0750'THE CENTERLINE OF THE ROAD, 28 FEET WEST OF THE CENTERLINE OF A
 SM0750'GRAVELED ROAD LEADING SOUTH, 2 FEET EAST OF A FENCE, 2.2 FEET
 SM0750'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0750'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SM0750
 SM0750                          STATION RECOVERY (1970)
 SM0750
 SM0750'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SM0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0751 ***********************************************************************
 SM0751  DESIGNATION -  K 291 RESET
 SM0751  PID         -  SM0751
 SM0751  STATE/COUNTY-  ND/RAMSEY
 SM0751  USGS QUAD   -  DEVILS LAKE MOUNTAIN (1975)
 SM0751
 SM0751                         *CURRENT SURVEY CONTROL
 SM0751  ___________________________________________________________________
 SM0751* NAD 83(1986)-  47 59 26.     (N)    098 31 31.     (W)     SCALED    
 SM0751* NAVD 88     -       457.28   (+/-2cm)    1500.3    (feet)  VERTCON   
 SM0751  ___________________________________________________________________
 SM0751  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0751
 SM0751  VERT ORDER  -  THIRD (See Below)
 SM0751
 SM0751.The horizontal coordinates were scaled from a topographic map and have
 SM0751.an estimated accuracy of +/- 6 seconds.
 SM0751
 SM0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0751.The vertical order pertains to the NGVD 29 superseded value.
 SM0751
 SM0751.The geoid height was determined by GEOID03.
 SM0751
 SM0751;                    North         East    Units  Estimated Accuracy
 SM0751;SPC ND N     -   112,020.      747,370.      MT  (+/- 180 meters Scaled)
 SM0751
 SM0751                          SUPERSEDED SURVEY CONTROL
 SM0751
 SM0751  NGVD 29 (11/04/04)  456.90   (m)         1499.0    (f) RESET       3  
 SM0751
 SM0751.Superseded values are not recommended for survey control.
 SM0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0751.See file dsdata.txt to determine how the superseded data were derived.
 SM0751
 SM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU354153(NAD 83)
 SM0751_MARKER: DB = BENCH MARK DISK
 SM0751_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SM0751_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SM0751_STAMPING: K 291 RESET 1970
 SM0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0751
 SM0751  HISTORY     - Date     Condition        Report By
 SM0751  HISTORY     - 1970     MONUMENTED       LOCENG
 SM0751
 SM0751                          STATION DESCRIPTION
 SM0751
 SM0751'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SM0751'8.15 MI S FROM BARTLETT.
 SM0751'4.15 MILES SOUTH ALONG A GRAVELLED ROAD FROM THE GREAT NORTHERN
 SM0751'RAILROAD STATION AT BARTLETT THENCE 4.0 MILES WEST ALONG A GRAVELLED
 SM0751'ROAD IN SECTION 13, TWP. 152 N., RGE. 62 W., 129 FEET SOUTH OF CENTER
 SM0751'LINE OF ROAD LEADING WEST, 76 FEET WEST OF CENTERLINE OF ROAD LEADING
 SM0751'SOUTH, 47 FEET WEST OF OLD BENCH MARK LOCATION 2 FEET NORTH OF NEW
 SM0751'WITNESS POST AND SET ATOP OF A 2 INCH STEEL POST 4 FEET IN DEPTH AND
 SM0751'ENCASED IN CONCRETE, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0223 ***********************************************************************
 SM0223  DESIGNATION -  K 292
 SM0223  PID         -  SM0223
 SM0223  STATE/COUNTY-  ND/NELSON
 SM0223  USGS QUAD   -  BITTER LAKE (1971)
 SM0223
 SM0223                         *CURRENT SURVEY CONTROL
 SM0223  ___________________________________________________________________
 SM0223* NAD 83(1986)-  47 54 12.     (N)    098 08 21.     (W)     SCALED    
 SM0223* NAVD 88     -       464.325  (meters)    1523.37   (feet)  ADJUSTED  
 SM0223  ___________________________________________________________________
 SM0223  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 SM0223  DYNAMIC HT  -         464.404 (meters)    1523.63  (feet)  COMP
 SM0223  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 SM0223
 SM0223  VERT ORDER  -  SECOND    CLASS 0
 SM0223
 SM0223.The horizontal coordinates were scaled from a topographic map and have
 SM0223.an estimated accuracy of +/- 6 seconds.
 SM0223
 SM0223.The orthometric height was determined by differential leveling
 SM0223.and adjusted by the National Geodetic Survey in June 1991..
 SM0223
 SM0223.The geoid height was determined by GEOID03.
 SM0223
 SM0223.The dynamic height is computed by dividing the NAVD 88
 SM0223.geopotential number by the normal gravity value computed on the
 SM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0223.degrees latitude (g = 980.6199 gals.).
 SM0223
 SM0223.The modeled gravity was interpolated from observed gravity values.
 SM0223
 SM0223;                    North         East    Units  Estimated Accuracy
 SM0223;SPC ND N     -   103,140.      776,470.      MT  (+/- 180 meters Scaled)
 SM0223
 SM0223                          SUPERSEDED SURVEY CONTROL
 SM0223
 SM0223  NGVD 29 (??/??/92)  463.959  (m)         1522.17   (f) ADJ UNCH    2 0
 SM0223
 SM0223.Superseded values are not recommended for survey control.
 SM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0223.See file dsdata.txt to determine how the superseded data were derived.
 SM0223
 SM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU643059(NAD 83)
 SM0223_MARKER: DB = BENCH MARK DISK
 SM0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0223_STAMPING: K 292 1963
 SM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0223+STABILITY: SURFACE MOTION
 SM0223
 SM0223  HISTORY     - Date     Condition        Report By
 SM0223  HISTORY     - 1963     MONUMENTED       CGS
 SM0223
 SM0223                          STATION DESCRIPTION
 SM0223
 SM0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0223'9.4 MI S FROM MICHIGAN.
 SM0223'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0223'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0223'2, THENCE 8.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 1.0 MILE WEST
 SM0223'ALONG COUNTY ROADS 35 AND 4, IN SECTION 18, T 151 N, R 58 W, 59 1/2
 SM0223'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER
 SM0223'LINE OF A FIELD ROAD, 8 FEET EAST OF A POWER POLE, 1.8 FEET WEST OF A
 SM0223'METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 SM0223'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0025 ***********************************************************************
 SM0025  DESIGNATION -  K 293
 SM0025  PID         -  SM0025
 SM0025  STATE/COUNTY-  ND/NELSON
 SM0025  USGS QUAD   -  PEKIN NE (1951)
 SM0025
 SM0025                         *CURRENT SURVEY CONTROL
 SM0025  ___________________________________________________________________
 SM0025* NAD 83(1986)-  47 54 13.     (N)    098 19 58.     (W)     SCALED    
 SM0025* NAVD 88     -       455.779  (meters)    1495.33   (feet)  ADJUSTED  
 SM0025  ___________________________________________________________________
 SM0025  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 SM0025  DYNAMIC HT  -         455.860 (meters)    1495.60  (feet)  COMP
 SM0025  MODELED GRAV-     980,774.1   (mgal)                       NAVD 88
 SM0025
 SM0025  VERT ORDER  -  SECOND    CLASS 0
 SM0025
 SM0025.The horizontal coordinates were scaled from a topographic map and have
 SM0025.an estimated accuracy of +/- 6 seconds.
 SM0025
 SM0025.The orthometric height was determined by differential leveling
 SM0025.and adjusted by the National Geodetic Survey in June 1991..
 SM0025
 SM0025.The geoid height was determined by GEOID03.
 SM0025
 SM0025.The dynamic height is computed by dividing the NAVD 88
 SM0025.geopotential number by the normal gravity value computed on the
 SM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0025.degrees latitude (g = 980.6199 gals.).
 SM0025
 SM0025.The modeled gravity was interpolated from observed gravity values.
 SM0025
 SM0025;                    North         East    Units  Estimated Accuracy
 SM0025;SPC ND N     -   102,740.      762,000.      MT  (+/- 180 meters Scaled)
 SM0025
 SM0025                          SUPERSEDED SURVEY CONTROL
 SM0025
 SM0025  NGVD 29 (??/??/92)  455.422  (m)         1494.16   (f) ADJ UNCH    2 0
 SM0025
 SM0025.Superseded values are not recommended for survey control.
 SM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0025.See file dsdata.txt to determine how the superseded data were derived.
 SM0025
 SM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU498058(NAD 83)
 SM0025_MARKER: DB = BENCH MARK DISK
 SM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0025_STAMPING: K 293 1963
 SM0025_MARK LOGO: CGS   
 SM0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0025+STABILITY: SURFACE MOTION
 SM0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SM0025+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1999
 SM0025
 SM0025  HISTORY     - Date     Condition        Report By
 SM0025  HISTORY     - 1963     MONUMENTED       CGS
 SM0025  HISTORY     - 19971022 GOOD             NDHD
 SM0025  HISTORY     - 19990702 GOOD             NDWC
 SM0025
 SM0025                          STATION DESCRIPTION
 SM0025
 SM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0025'9.7 MI S FROM LAKOTA.
 SM0025'ABOUT 0.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0025'AT LAKOTA, THENCE 9.3 MILES SOUTH ALONG STATE HIGHWAY 1, IN SECTION
 SM0025'10, T 151 N, R 60 W, ABOUT 0.15 MILE NORTHEAST OF A SCHOOLHOUSE, 169
 SM0025'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF STATE ROAD 4, 100
 SM0025'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 130 FEET SOUTH OF THE
 SM0025'CENTER LINE OF STATE ROAD 4, 10 FEET NORTH OF A POWER POLE, 1.5 FEET
 SM0025'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SM0025'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SM0025
 SM0025                          STATION RECOVERY (1997)
 SM0025
 SM0025'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SM0025'RECOVERED AS DESCRIBED.
 SM0025
 SM0025                          STATION RECOVERY (1999)
 SM0025
 SM0025'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 SM0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0088 ***********************************************************************
 SM0088  DESIGNATION -  K 294 RESET
 SM0088  PID         -  SM0088
 SM0088  STATE/COUNTY-  ND/GRIGGS
 SM0088  USGS QUAD   -  KLOTEN SE (1967)
 SM0088
 SM0088                         *CURRENT SURVEY CONTROL
 SM0088  ___________________________________________________________________
 SM0088* NAD 83(1986)-  47 32 36.     (N)    098 06 46.     (W)     SCALED    
 SM0088* NAVD 88     -       440.42   (+/-2cm)    1444.9    (feet)  VERTCON   
 SM0088  ___________________________________________________________________
 SM0088  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 SM0088
 SM0088  VERT ORDER  -  ? (See Below)
 SM0088
 SM0088.The horizontal coordinates were scaled from a topographic map and have
 SM0088.an estimated accuracy of +/- 6 seconds.
 SM0088
 SM0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0088.The vertical order pertains to the NGVD 29 superseded value.
 SM0088
 SM0088.The geoid height was determined by GEOID03.
 SM0088
 SM0088;                    North         East    Units  Estimated Accuracy
 SM0088;SPC ND N     -    63,190.      779,680.      MT  (+/- 180 meters Scaled)
 SM0088
 SM0088                          SUPERSEDED SURVEY CONTROL
 SM0088
 SM0088  NGVD 29 (??/??/92)  440.060  (m)         1443.76   (f) ADJ UNCH    ?  
 SM0088
 SM0088.Superseded values are not recommended for survey control.
 SM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0088.See file dsdata.txt to determine how the superseded data were derived.
 SM0088
 SM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT667659(NAD 83)
 SM0088_MARKER: DB = BENCH MARK DISK
 SM0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0088_STAMPING: K 294 RESET 1965
 SM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0088+STABILITY: SURFACE MOTION
 SM0088
 SM0088  HISTORY     - Date     Condition        Report By
 SM0088  HISTORY     - 1965     MONUMENTED       CGS
 SM0088
 SM0088                          STATION DESCRIPTION
 SM0088
 SM0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0088'8.4 MI N FROM COOPERSTOWN.
 SM0088'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0088'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH AND 1.0 MILE
 SM0088'EAST ALONG STATE HIGHWAY 45, IN SECTION 24, T 147 N, R 59 W, 1.0 MILE
 SM0088'EAST OF THE JUNCTION OF STATE HIGHWAY 45 AND STATE HIGHWAY 65, IN THE
 SM0088'SOUTHWEST ANGLE OF A T-INTERSECTION, 100 FEET SOUTH OF THE CENTER LINE
 SM0088'OF STATE HIGHWAY 45, 28 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 SM0088'SOUTH, 2 FEET EAST OF A METAL WITNESS POST, 2 FEET WEST OF A POWERLINE
 SM0088'POLE, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4
 SM0088'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0969 ***********************************************************************
 SL0969  DESIGNATION -  K 295
 SL0969  PID         -  SL0969
 SL0969  STATE/COUNTY-  ND/STEELE
 SL0969  USGS QUAD   -  FINLEY (1967)
 SL0969
 SL0969                         *CURRENT SURVEY CONTROL
 SL0969  ___________________________________________________________________
 SL0969* NAD 83(1986)-  47 36 57.     (N)    097 50 07.     (W)     SCALED    
 SL0969* NAVD 88     -       440.280  (meters)    1444.49   (feet)  ADJUSTED  
 SL0969  ___________________________________________________________________
 SL0969  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL0969  DYNAMIC HT  -         440.334 (meters)    1444.66  (feet)  COMP
 SL0969  MODELED GRAV-     980,722.3   (mgal)                       NAVD 88
 SL0969
 SL0969  VERT ORDER  -  SECOND    CLASS 0
 SL0969
 SL0969.The horizontal coordinates were scaled from a topographic map and have
 SL0969.an estimated accuracy of +/- 6 seconds.
 SL0969
 SL0969.The orthometric height was determined by differential leveling
 SL0969.and adjusted by the National Geodetic Survey in June 1991..
 SL0969
 SL0969.The geoid height was determined by GEOID03.
 SL0969
 SL0969.The dynamic height is computed by dividing the NAVD 88
 SL0969.geopotential number by the normal gravity value computed on the
 SL0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0969.degrees latitude (g = 980.6199 gals.).
 SL0969
 SL0969.The modeled gravity was interpolated from observed gravity values.
 SL0969
 SL0969;                    North         East    Units  Estimated Accuracy
 SL0969;SPC ND N     -    71,940.      800,280.      MT  (+/- 180 meters Scaled)
 SL0969
 SL0969                          SUPERSEDED SURVEY CONTROL
 SL0969
 SL0969  NGVD 29 (??/??/92)  439.911  (m)         1443.27   (f) ADJ UNCH    2 0
 SL0969
 SL0969.Superseded values are not recommended for survey control.
 SL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0969.See file dsdata.txt to determine how the superseded data were derived.
 SL0969
 SL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT875742(NAD 83)
 SL0969_MARKER: DB = BENCH MARK DISK
 SL0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0969_STAMPING: K 295 1963
 SL0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0969+STABILITY: SURFACE MOTION
 SL0969
 SL0969  HISTORY     - Date     Condition        Report By
 SL0969  HISTORY     - 1963     MONUMENTED       CGS
 SL0969  HISTORY     - 1968     GOOD             DOD
 SL0969
 SL0969                          STATION DESCRIPTION
 SL0969
 SL0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0969'3.9 MI E FROM SHARON.
 SL0969'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL0969'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL0969'1.0 MILE NORTH ALONG A GRAVELED ROAD TO AN INTERSECTION, IN SECTION
 SL0969'20, T 148 N, R 56 W, 148 FEET NORTHEAST OF THE CENTER OF THE
 SL0969'INTERSECTION, 71 FEET EAST OF THE CENTER LINE OF THE ROAD, 129 FEET
 SL0969'NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF A POWER POLE,
 SL0969'1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SL0969'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 SL0969
 SL0969                          STATION RECOVERY (1968)
 SL0969
 SL0969'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0944 ***********************************************************************
 SL0944  DESIGNATION -  K 296
 SL0944  PID         -  SL0944
 SL0944  STATE/COUNTY-  ND/GRAND FORKS
 SL0944  USGS QUAD   -  LAKE PICKARD (1971)
 SL0944
 SL0944                         *CURRENT SURVEY CONTROL
 SL0944  ___________________________________________________________________
 SL0944* NAD 83(1986)-  47 54 05.     (N)    097 52 53.     (W)     SCALED    
 SL0944* NAVD 88     -       453.551  (meters)    1488.03   (feet)  ADJUSTED  
 SL0944  ___________________________________________________________________
 SL0944  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0944  DYNAMIC HT  -         453.620 (meters)    1488.25  (feet)  COMP
 SL0944  MODELED GRAV-     980,750.3   (mgal)                       NAVD 88
 SL0944
 SL0944  VERT ORDER  -  SECOND    CLASS 0
 SL0944
 SL0944.The horizontal coordinates were scaled from a topographic map and have
 SL0944.an estimated accuracy of +/- 6 seconds.
 SL0944
 SL0944.The orthometric height was determined by differential leveling
 SL0944.and adjusted by the National Geodetic Survey in June 1991..
 SL0944
 SL0944.The geoid height was determined by GEOID03.
 SL0944
 SL0944.The dynamic height is computed by dividing the NAVD 88
 SL0944.geopotential number by the normal gravity value computed on the
 SL0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0944.degrees latitude (g = 980.6199 gals.).
 SL0944
 SL0944.The modeled gravity was interpolated from observed gravity values.
 SL0944
 SL0944;                    North         East    Units  Estimated Accuracy
 SL0944;SPC ND N     -   103,550.      795,740.      MT  (+/- 180 meters Scaled)
 SL0944
 SL0944                          SUPERSEDED SURVEY CONTROL
 SL0944
 SL0944  NGVD 29 (??/??/92)  453.177  (m)         1486.80   (f) ADJ UNCH    2 0
 SL0944
 SL0944.Superseded values are not recommended for survey control.
 SL0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0944.See file dsdata.txt to determine how the superseded data were derived.
 SL0944
 SL0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU836059(NAD 83)
 SL0944_MARKER: DB = BENCH MARK DISK
 SL0944_SETTING: 80 = SET IN A BOULDER
 SL0944_SP_SET: BOULDER
 SL0944_STAMPING: K 296 1963
 SL0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0944+STABILITY: SURFACE MOTION
 SL0944
 SL0944  HISTORY     - Date     Condition        Report By
 SL0944  HISTORY     - 1963     MONUMENTED       CGS
 SL0944  HISTORY     - 1967     GOOD             NGS
 SL0944
 SL0944                          STATION DESCRIPTION
 SL0944
 SL0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0944'7.0 MI S FROM NIAGARA.
 SL0944'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0944'AT NIAGARA, THENCE 6.5 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION 18,
 SL0944'T 151 N, R 56 W, 0.15 MILE SOUTH OF THE JUNCTION WITH COUNTY ROAD 4,
 SL0944'48 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF A FENCE,
 SL0944'22.0 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SL0944'SET IN THE TOP OF A BOULDER PROJECTING 8 INCHES.
 SL0944
 SL0944                          STATION RECOVERY (1967)
 SL0944
 SL0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SL0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1090 ***********************************************************************
 SL1090  DESIGNATION -  K 297
 SL1090  PID         -  SL1090
 SL1090  STATE/COUNTY-  ND/GRAND FORKS
 SL1090  USGS QUAD   -  LOGAN CENTER (1963)
 SL1090
 SL1090                         *CURRENT SURVEY CONTROL
 SL1090  ___________________________________________________________________
 SL1090* NAD 83(1986)-  47 48 09.     (N)    097 47 47.     (W)     SCALED    
 SL1090* NAVD 88     -       426.452  (meters)    1399.12   (feet)  ADJUSTED  
 SL1090  ___________________________________________________________________
 SL1090  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SL1090  DYNAMIC HT  -         426.515 (meters)    1399.32  (feet)  COMP
 SL1090  MODELED GRAV-     980,747.4   (mgal)                       NAVD 88
 SL1090
 SL1090  VERT ORDER  -  SECOND    CLASS 0
 SL1090
 SL1090.The horizontal coordinates were scaled from a topographic map and have
 SL1090.an estimated accuracy of +/- 6 seconds.
 SL1090
 SL1090.The orthometric height was determined by differential leveling
 SL1090.and adjusted by the National Geodetic Survey in June 1991..
 SL1090
 SL1090.The geoid height was determined by GEOID03.
 SL1090
 SL1090.The dynamic height is computed by dividing the NAVD 88
 SL1090.geopotential number by the normal gravity value computed on the
 SL1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1090.degrees latitude (g = 980.6199 gals.).
 SL1090
 SL1090.The modeled gravity was interpolated from observed gravity values.
 SL1090
 SL1090;                    North         East    Units  Estimated Accuracy
 SL1090;SPC ND N     -    92,780.      802,480.      MT  (+/- 180 meters Scaled)
 SL1090
 SL1090                          SUPERSEDED SURVEY CONTROL
 SL1090
 SL1090  NGVD 29 (??/??/92)  426.083  (m)         1397.91   (f) ADJ UNCH    2 0
 SL1090
 SL1090.Superseded values are not recommended for survey control.
 SL1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1090.See file dsdata.txt to determine how the superseded data were derived.
 SL1090
 SL1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT901950(NAD 83)
 SL1090_MARKER: DZ = AZIMUTH MARK DISK
 SL1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1090_STAMPING: K 297 1963
 SL1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1090+STABILITY: SURFACE MOTION
 SL1090
 SL1090  HISTORY     - Date     Condition        Report By
 SL1090  HISTORY     - 1963     MONUMENTED       CGS
 SL1090
 SL1090                          STATION DESCRIPTION
 SL1090
 SL1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1090'16.2 MI NW FROM NORTHWOOD.
 SL1090'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL1090'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED AND GRAVELED
 SL1090'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL1090'WEST ALONG STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVEL
 SL1090'ROAD, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 SL1090'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A TRAIL ROAD
 SL1090'AND 1.0 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 23, T 150 N, R 56
 SL1090'W, 93 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A
 SL1090'NORTH-SOUTH TRAIL ROAD 62 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 SL1090'74 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 4 FEET EAST OF A
 SL1090'POWER POLE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SL1090'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0919 ***********************************************************************
 SL0919  DESIGNATION -  K 298
 SL0919  PID         -  SL0919
 SL0919  STATE/COUNTY-  ND/NELSON
 SL0919  USGS QUAD   -  LAKE PICKARD (1971)
 SL0919
 SL0919                         *CURRENT SURVEY CONTROL
 SL0919  ___________________________________________________________________
 SL0919* NAD 83(1986)-  47 52 30.     (N)    097 59 18.     (W)     SCALED    
 SL0919* NAVD 88     -       458.318  (meters)    1503.66   (feet)  ADJUSTED  
 SL0919  ___________________________________________________________________
 SL0919  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SL0919  DYNAMIC HT  -         458.390 (meters)    1503.90  (feet)  COMP
 SL0919  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 SL0919
 SL0919  VERT ORDER  -  SECOND    CLASS 0
 SL0919
 SL0919.The horizontal coordinates were scaled from a topographic map and have
 SL0919.an estimated accuracy of +/- 6 seconds.
 SL0919
 SL0919.The orthometric height was determined by differential leveling
 SL0919.and adjusted by the National Geodetic Survey in June 1991..
 SL0919
 SL0919.The geoid height was determined by GEOID03.
 SL0919
 SL0919.The dynamic height is computed by dividing the NAVD 88
 SL0919.geopotential number by the normal gravity value computed on the
 SL0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0919.degrees latitude (g = 980.6199 gals.).
 SL0919
 SL0919.The modeled gravity was interpolated from observed gravity values.
 SL0919
 SL0919;                    North         East    Units  Estimated Accuracy
 SL0919;SPC ND N     -   100,350.      787,840.      MT  (+/- 180 meters Scaled)
 SL0919
 SL0919                          SUPERSEDED SURVEY CONTROL
 SL0919
 SL0919  NGVD 29 (??/??/92)  457.946  (m)         1502.44   (f) ADJ UNCH    2 0
 SL0919
 SL0919.Superseded values are not recommended for survey control.
 SL0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0919.See file dsdata.txt to determine how the superseded data were derived.
 SL0919
 SL0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU756029(NAD 83)
 SL0919_MARKER: DB = BENCH MARK DISK
 SL0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0919_STAMPING: K 298 1963
 SL0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0919+STABILITY: SURFACE MOTION
 SL0919
 SL0919  HISTORY     - Date     Condition        Report By
 SL0919  HISTORY     - 1963     MONUMENTED       CGS
 SL0919
 SL0919                          STATION DESCRIPTION
 SL0919
 SL0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0919'9.85 MI S FROM PETERSBURG.
 SL0919'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0919'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 9.0 MILES SOUTH ALONG
 SL0919'STATE HIGHWAY 32, IN SECTION 20, T 151 N, R 57 W, 0.15 MILE SOUTH OF A
 SL0919'TWO STORY FARMHOUSE, 277 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 SL0919'48 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 15
 SL0919'FEET EAST OF A FENCE CORNER, 13 1/2 FEET SOUTH OF A TELEPHONE POLE, 1
 SL0919'1/2 FEET SOUTH OF A FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 SL0919'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0213 ***********************************************************************
 SM0213  DESIGNATION -  K 299
 SM0213  PID         -  SM0213
 SM0213  STATE/COUNTY-  ND/NELSON
 SM0213  USGS QUAD   -  BITTER LAKE (1971)
 SM0213
 SM0213                         *CURRENT SURVEY CONTROL
 SM0213  ___________________________________________________________________
 SM0213* NAD 83(1986)-  47 56 50.     (N)    098 10 59.     (W)     SCALED    
 SM0213* NAVD 88     -       456.754  (meters)    1498.53   (feet)  ADJUSTED  
 SM0213  ___________________________________________________________________
 SM0213  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 SM0213  DYNAMIC HT  -         456.832 (meters)    1498.79  (feet)  COMP
 SM0213  MODELED GRAV-     980,768.8   (mgal)                       NAVD 88
 SM0213
 SM0213  VERT ORDER  -  SECOND    CLASS 0
 SM0213
 SM0213.The horizontal coordinates were scaled from a topographic map and have
 SM0213.an estimated accuracy of +/- 6 seconds.
 SM0213
 SM0213.The orthometric height was determined by differential leveling
 SM0213.and adjusted by the National Geodetic Survey in June 1991..
 SM0213
 SM0213.The geoid height was determined by GEOID03.
 SM0213
 SM0213.The dynamic height is computed by dividing the NAVD 88
 SM0213.geopotential number by the normal gravity value computed on the
 SM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0213.degrees latitude (g = 980.6199 gals.).
 SM0213
 SM0213.The modeled gravity was interpolated from observed gravity values.
 SM0213
 SM0213;                    North         East    Units  Estimated Accuracy
 SM0213;SPC ND N     -   107,920.      773,040.      MT  (+/- 180 meters Scaled)
 SM0213
 SM0213                          SUPERSEDED SURVEY CONTROL
 SM0213
 SM0213  NGVD 29 (??/??/92)  456.386  (m)         1497.33   (f) ADJ UNCH    2 0
 SM0213
 SM0213.Superseded values are not recommended for survey control.
 SM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0213.See file dsdata.txt to determine how the superseded data were derived.
 SM0213
 SM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU610107(NAD 83)
 SM0213_MARKER: DB = BENCH MARK DISK
 SM0213_SETTING: 80 = SET IN A BOULDER
 SM0213_SP_SET: BOULDER
 SM0213_STAMPING: K 299 1963
 SM0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0213+STABILITY: SURFACE MOTION
 SM0213
 SM0213  HISTORY     - Date     Condition        Report By
 SM0213  HISTORY     - 1963     MONUMENTED       CGS
 SM0213
 SM0213                          STATION DESCRIPTION
 SM0213
 SM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0213'8.4 MI SW FROM MICHIGAN.
 SM0213'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0213'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0213'2, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 3.0 MILES WEST
 SM0213'ALONG A GRAVELED ROAD, IN SECTION 34, T 152 N, R 59 W, 113 FEET SOUTH
 SM0213'OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTH OF A FENCE, ABOUT 3 FEET
 SM0213'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP AND CENTER OF A 3X6
 SM0213'FT. GRANITE BOULDER IMBEDED IN THE GROUND AND PROJECTING 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0339 ***********************************************************************
 TG0339  DESIGNATION -  K 3 B 1
 TG0339  PID         -  TG0339
 TG0339  STATE/COUNTY-  ND/WARD
 TG0339  USGS QUAD   -  COULEE (1949)
 TG0339
 TG0339                         *CURRENT SURVEY CONTROL
 TG0339  ___________________________________________________________________
 TG0339* NAD 83(1986)-  48 37 07.     (N)    102 06 39.     (W)     SCALED    
 TG0339* NAVD 88     -       624.962  (meters)    2050.40   (feet)  ADJUSTED  
 TG0339  ___________________________________________________________________
 TG0339  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 TG0339  DYNAMIC HT  -         625.077 (meters)    2050.77  (feet)  COMP
 TG0339  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 TG0339
 TG0339  VERT ORDER  -  SECOND    CLASS 0
 TG0339
 TG0339.The horizontal coordinates were scaled from a topographic map and have
 TG0339.an estimated accuracy of +/- 6 seconds.
 TG0339
 TG0339.The orthometric height was determined by differential leveling
 TG0339.and adjusted by the National Geodetic Survey in June 1991..
 TG0339
 TG0339.The geoid height was determined by GEOID03.
 TG0339
 TG0339.The dynamic height is computed by dividing the NAVD 88
 TG0339.geopotential number by the normal gravity value computed on the
 TG0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0339.degrees latitude (g = 980.6199 gals.).
 TG0339
 TG0339.The modeled gravity was interpolated from observed gravity values.
 TG0339
 TG0339;                    North         East    Units  Estimated Accuracy
 TG0339;SPC ND N     -   181,210.      481,250.      MT  (+/- 180 meters Scaled)
 TG0339
 TG0339                          SUPERSEDED SURVEY CONTROL
 TG0339
 TG0339  NGVD 29 (??/??/92)  624.56   (m)         2049.1    (f) COMPUTED    2 0
 TG0339
 TG0339.Superseded values are not recommended for survey control.
 TG0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0339.See file dsdata.txt to determine how the superseded data were derived.
 TG0339
 TG0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP129890(NAD 83)
 TG0339_MARKER: DD = SURVEY DISK
 TG0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0339_SP_SET: PEDESTAL
 TG0339_STAMPING: B 1
 TG0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0339
 TG0339  HISTORY     - Date     Condition        Report By
 TG0339  HISTORY     - UNK      MONUMENTED       DOD
 TG0339  HISTORY     - 1963     GOOD             NGS
 TG0339
 TG0339                          STATION DESCRIPTION
 TG0339
 TG0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0339'0.2 MI E FROM KENASTON.
 TG0339'ABOUT 0.2 MILE EAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0339'RAILWAY STATION AT KENASTON, ABOUT 0.1 MILE EAST OF THE CROSSING OF
 TG0339'THE GREAT NORTHERN RAILWAY, IN THE EDGE OF A CULTIVATED FIELD, 48 FEET
 TG0339'NORTH OF THE CENTERLINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, A 1
 TG0339'1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 1, R 88 W, T 159 N.
 TG0339'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0340 ***********************************************************************
 TG0340  DESIGNATION -  K 3 B 2
 TG0340  PID         -  TG0340
 TG0340  STATE/COUNTY-  ND/WARD
 TG0340  USGS QUAD   -  COULEE (1949)
 TG0340
 TG0340                         *CURRENT SURVEY CONTROL
 TG0340  ___________________________________________________________________
 TG0340* NAD 83(1986)-  48 37 17.     (N)    102 06 31.     (W)     SCALED    
 TG0340* NAVD 88     -       624.337  (meters)    2048.35   (feet)  ADJUSTED  
 TG0340  ___________________________________________________________________
 TG0340  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 TG0340  DYNAMIC HT  -         624.453 (meters)    2048.73  (feet)  COMP
 TG0340  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 TG0340
 TG0340  VERT ORDER  -  SECOND    CLASS 0
 TG0340
 TG0340.The horizontal coordinates were scaled from a topographic map and have
 TG0340.an estimated accuracy of +/- 6 seconds.
 TG0340
 TG0340.The orthometric height was determined by differential leveling
 TG0340.and adjusted by the National Geodetic Survey in June 1991..
 TG0340
 TG0340.The geoid height was determined by GEOID03.
 TG0340
 TG0340.The dynamic height is computed by dividing the NAVD 88
 TG0340.geopotential number by the normal gravity value computed on the
 TG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0340.degrees latitude (g = 980.6199 gals.).
 TG0340
 TG0340.The modeled gravity was interpolated from observed gravity values.
 TG0340
 TG0340;                    North         East    Units  Estimated Accuracy
 TG0340;SPC ND N     -   181,510.      481,420.      MT  (+/- 180 meters Scaled)
 TG0340
 TG0340                          SUPERSEDED SURVEY CONTROL
 TG0340
 TG0340  NGVD 29 (??/??/92)  623.93   (m)         2047.0    (f) COMPUTED    2 0
 TG0340
 TG0340.Superseded values are not recommended for survey control.
 TG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0340.See file dsdata.txt to determine how the superseded data were derived.
 TG0340
 TG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP130894(NAD 83)
 TG0340_MARKER: DD = SURVEY DISK
 TG0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0340_SP_SET: PEDESTAL
 TG0340_STAMPING: B 2
 TG0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0340
 TG0340  HISTORY     - Date     Condition        Report By
 TG0340  HISTORY     - UNK      MONUMENTED       DOD
 TG0340  HISTORY     - 1963     GOOD             NGS
 TG0340
 TG0340                          STATION DESCRIPTION
 TG0340
 TG0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0340'0.5 MI NE FROM KENASTON.
 TG0340'ABOUT 0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0340'RAILWAY STATION AT KENASTON, THENCE 0.2 MILE NORTH ACROSS A CULTIVATED
 TG0340'FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 1, R 88 W,
 TG0340'T 159 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0193 ***********************************************************************
 TF0193  DESIGNATION -  K 3 RESET
 TF0193  PID         -  TF0193
 TF0193  STATE/COUNTY-  ND/MCHENRY
 TF0193  USGS QUAD   -  TOWNER (1980)
 TF0193
 TF0193                         *CURRENT SURVEY CONTROL
 TF0193  ___________________________________________________________________
 TF0193* NAD 83(1986)-  48 20 49.     (N)    100 24 16.     (W)     SCALED    
 TF0193* NAVD 88     -       450.069  (meters)    1476.60   (feet)  ADJUSTED  
 TF0193  ___________________________________________________________________
 TF0193  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0193  DYNAMIC HT  -         450.161 (meters)    1476.90  (feet)  COMP
 TF0193  MODELED GRAV-     980,801.0   (mgal)                       NAVD 88
 TF0193
 TF0193  VERT ORDER  -  FIRST     CLASS II
 TF0193
 TF0193.The horizontal coordinates were scaled from a topographic map and have
 TF0193.an estimated accuracy of +/- 6 seconds.
 TF0193
 TF0193.The orthometric height was determined by differential leveling
 TF0193.and adjusted by the National Geodetic Survey in June 1991..
 TF0193
 TF0193.The geoid height was determined by GEOID03.
 TF0193
 TF0193.The dynamic height is computed by dividing the NAVD 88
 TF0193.geopotential number by the normal gravity value computed on the
 TF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0193.degrees latitude (g = 980.6199 gals.).
 TF0193
 TF0193.The modeled gravity was interpolated from observed gravity values.
 TF0193
 TF0193;                    North         East    Units  Estimated Accuracy
 TF0193;SPC ND N     -   149,760.      607,080.      MT  (+/- 180 meters Scaled)
 TF0193
 TF0193                          SUPERSEDED SURVEY CONTROL
 TF0193
 TF0193  NGVD 29 (??/??/92)  449.698  (m)         1475.38   (f) ADJ UNCH    1 2
 TF0193
 TF0193.Superseded values are not recommended for survey control.
 TF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0193.See file dsdata.txt to determine how the superseded data were derived.
 TF0193
 TF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU959558(NAD 83)
 TF0193_MARKER: DB = BENCH MARK DISK
 TF0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0193_STAMPING: K 3 RESET 1949 ELEV 1475.489 FT.
 TF0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0193+STABILITY: SURFACE MOTION
 TF0193
 TF0193  HISTORY     - Date     Condition        Report By
 TF0193  HISTORY     - 1949     MONUMENTED       CGS
 TF0193  HISTORY     - 1964     GOOD             NGS
 TF0193  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0193
 TF0193                          STATION DESCRIPTION
 TF0193
 TF0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0193'0.1 MI E FROM TOWNER.
 TF0193'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0193'AT TOWNER, IN S 11, T 156 N, R 76 W, SOUTH OF THE SOUTH RAIL OF THE
 TF0193'MAIN TRACK, 24 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 29
 TF0193'FEET EAST OF THE EAST RETAINING WALL OF THE STATE HIGHWAY 14
 TF0193'UNDERPASS, 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNDERPASS,
 TF0193'7 FEET WEST OF THE WEST FACE OF A GRAIN ELEVATOR, 0.5 FOOT SOUTH OF A
 TF0193'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TF0193'IN THE TOP OF A CONCRETE POST ABOUT 8 INCHES BELOW THE LEVEL OF THE
 TF0193'GROUND.
 TF0193
 TF0193                          STATION RECOVERY (1982)
 TF0193
 TF0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0193'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0342 ***********************************************************************
 TG0342  DESIGNATION -  K 3 Z
 TG0342  PID         -  TG0342
 TG0342  STATE/COUNTY-  ND/WARD
 TG0342  USGS QUAD   -  COULEE (1949)
 TG0342
 TG0342                         *CURRENT SURVEY CONTROL
 TG0342  ___________________________________________________________________
 TG0342* NAD 83(1986)-  48 37 17.     (N)    102 06 11.     (W)     SCALED    
 TG0342* NAVD 88     -       620.406  (meters)    2035.45   (feet)  ADJUSTED  
 TG0342  ___________________________________________________________________
 TG0342  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 TG0342  DYNAMIC HT  -         620.521 (meters)    2035.83  (feet)  COMP
 TG0342  MODELED GRAV-     980,776.4   (mgal)                       NAVD 88
 TG0342
 TG0342  VERT ORDER  -  SECOND    CLASS 0
 TG0342
 TG0342.The horizontal coordinates were scaled from a topographic map and have
 TG0342.an estimated accuracy of +/- 6 seconds.
 TG0342
 TG0342.The orthometric height was determined by differential leveling
 TG0342.and adjusted by the National Geodetic Survey in June 1991..
 TG0342
 TG0342.The geoid height was determined by GEOID03.
 TG0342
 TG0342.The dynamic height is computed by dividing the NAVD 88
 TG0342.geopotential number by the normal gravity value computed on the
 TG0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0342.degrees latitude (g = 980.6199 gals.).
 TG0342
 TG0342.The modeled gravity was interpolated from observed gravity values.
 TG0342
 TG0342;                    North         East    Units  Estimated Accuracy
 TG0342;SPC ND N     -   181,500.      481,830.      MT  (+/- 180 meters Scaled)
 TG0342
 TG0342                          SUPERSEDED SURVEY CONTROL
 TG0342
 TG0342  NGVD 29 (??/??/92)  620.00   (m)         2034.1    (f) COMPUTED    2 0
 TG0342
 TG0342.Superseded values are not recommended for survey control.
 TG0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0342.See file dsdata.txt to determine how the superseded data were derived.
 TG0342
 TG0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP134894(NAD 83)
 TG0342_MARKER: DS = TRIANGULATION STATION DISK
 TG0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0342_STAMPING: K 3 Z 1962
 TG0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0342+STABILITY: SURFACE MOTION
 TG0342
 TG0342  HISTORY     - Date     Condition        Report By
 TG0342  HISTORY     - 1962     MONUMENTED       CGS
 TG0342  HISTORY     - 1963     GOOD             NGS
 TG0342
 TG0342                          STATION DESCRIPTION
 TG0342
 TG0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0342'0.8 MI E FROM KENASTON.
 TG0342'ABOUT 0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0342'RAILWAY STATION, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 TG0342'JUNCTION OF A DRIVEWAY LEADING EAST TO A CULTIVATED FIELD, 31.5 FEET
 TG0342'EAST OF THE CENTERLINE OF THE ROAD, 50.5 FEET SOUTH OF THE CENTERLINE
 TG0342'OF THE DRIVEWAY, 13.5 FEET NORTH OF A POWER POLE AND IN LINE WITH A
 TG0342'ROW OF POLES, 2.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 TG0342'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0342'PROJECTING 3 INCHES, S 2, R 88 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0343 ***********************************************************************
 TG0343  DESIGNATION -  K 3 Z RM 1
 TG0343  PID         -  TG0343
 TG0343  STATE/COUNTY-  ND/WARD
 TG0343  USGS QUAD   -  COULEE (1949)
 TG0343
 TG0343                         *CURRENT SURVEY CONTROL
 TG0343  ___________________________________________________________________
 TG0343* NAD 83(1986)-  48 37 17.     (N)    102 06 11.     (W)     SCALED    
 TG0343* NAVD 88     -       620.414  (meters)    2035.47   (feet)  ADJUSTED  
 TG0343  ___________________________________________________________________
 TG0343  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 TG0343  DYNAMIC HT  -         620.529 (meters)    2035.85  (feet)  COMP
 TG0343  MODELED GRAV-     980,776.4   (mgal)                       NAVD 88
 TG0343
 TG0343  VERT ORDER  -  SECOND    CLASS 0
 TG0343
 TG0343.The horizontal coordinates were scaled from a topographic map and have
 TG0343.an estimated accuracy of +/- 6 seconds.
 TG0343
 TG0343.The orthometric height was determined by differential leveling
 TG0343.and adjusted by the National Geodetic Survey in June 1991..
 TG0343
 TG0343.The geoid height was determined by GEOID03.
 TG0343
 TG0343.The dynamic height is computed by dividing the NAVD 88
 TG0343.geopotential number by the normal gravity value computed on the
 TG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0343.degrees latitude (g = 980.6199 gals.).
 TG0343
 TG0343.The modeled gravity was interpolated from observed gravity values.
 TG0343
 TG0343;                    North         East    Units  Estimated Accuracy
 TG0343;SPC ND N     -   181,500.      481,830.      MT  (+/- 180 meters Scaled)
 TG0343
 TG0343                          SUPERSEDED SURVEY CONTROL
 TG0343
 TG0343  NGVD 29 (??/??/92)  620.01   (m)         2034.1    (f) COMPUTED    2 0
 TG0343
 TG0343.Superseded values are not recommended for survey control.
 TG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0343.See file dsdata.txt to determine how the superseded data were derived.
 TG0343
 TG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP134894(NAD 83)
 TG0343_MARKER: DR = REFERENCE MARK DISK
 TG0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0343_STAMPING: K 3 Z NO 1 1963
 TG0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0343+STABILITY: SURFACE MOTION
 TG0343
 TG0343  HISTORY     - Date     Condition        Report By
 TG0343  HISTORY     - 1963     MONUMENTED       CGS
 TG0343
 TG0343                          STATION DESCRIPTION
 TG0343
 TG0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0343'0.8 MI E FROM KENASTON.
 TG0343'ABOUT 0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0343'RAILWAY STATION AT KENASTON, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 TG0343'ROAD, AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A CULTIVATED
 TG0343'FIELD, 36.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 42.0 FEET NORTH
 TG0343'OF A POWER POLE, 29.1 FEET NORTH OF THE STATION MARK, 21.0 FEET SOUTH
 TG0343'OF THE CENTERLINE OF THE DRIVEWAY, ABOUT LEVEL WITH THE DRIVEWAY,
 TG0343'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0343'CONCRETE POST PROJECTING 3 INCHES, S 2, R 88 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0341 ***********************************************************************
 TG0341  DESIGNATION -  K 3 Z RM 2
 TG0341  PID         -  TG0341
 TG0341  STATE/COUNTY-  ND/WARD
 TG0341  USGS QUAD   -  COULEE (1949)
 TG0341
 TG0341                         *CURRENT SURVEY CONTROL
 TG0341  ___________________________________________________________________
 TG0341* NAD 83(1986)-  48 37 18.     (N)    102 06 11.     (W)     SCALED    
 TG0341* NAVD 88     -       620.464  (meters)    2035.64   (feet)  ADJUSTED  
 TG0341  ___________________________________________________________________
 TG0341  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 TG0341  DYNAMIC HT  -         620.580 (meters)    2036.02  (feet)  COMP
 TG0341  MODELED GRAV-     980,776.5   (mgal)                       NAVD 88
 TG0341
 TG0341  VERT ORDER  -  SECOND    CLASS 0
 TG0341
 TG0341.The horizontal coordinates were scaled from a topographic map and have
 TG0341.an estimated accuracy of +/- 6 seconds.
 TG0341
 TG0341.The orthometric height was determined by differential leveling
 TG0341.and adjusted by the National Geodetic Survey in June 1991..
 TG0341
 TG0341.The geoid height was determined by GEOID03.
 TG0341
 TG0341.The dynamic height is computed by dividing the NAVD 88
 TG0341.geopotential number by the normal gravity value computed on the
 TG0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0341.degrees latitude (g = 980.6199 gals.).
 TG0341
 TG0341.The modeled gravity was interpolated from observed gravity values.
 TG0341
 TG0341;                    North         East    Units  Estimated Accuracy
 TG0341;SPC ND N     -   181,530.      481,830.      MT  (+/- 180 meters Scaled)
 TG0341
 TG0341                          SUPERSEDED SURVEY CONTROL
 TG0341
 TG0341  NGVD 29 (??/??/92)  620.06   (m)         2034.3    (f) COMPUTED    2 0
 TG0341
 TG0341.Superseded values are not recommended for survey control.
 TG0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0341.See file dsdata.txt to determine how the superseded data were derived.
 TG0341
 TG0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP134894(NAD 83)
 TG0341_MARKER: DR = REFERENCE MARK DISK
 TG0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0341_STAMPING: K 3 Z NO 2 1962
 TG0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0341+STABILITY: SURFACE MOTION
 TG0341
 TG0341  HISTORY     - Date     Condition        Report By
 TG0341  HISTORY     - 1962     MONUMENTED       CGS
 TG0341  HISTORY     - 1963     GOOD             NGS
 TG0341
 TG0341                          STATION DESCRIPTION
 TG0341
 TG0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0341'0.8 MI E FROM KENASTON.
 TG0341'ABOUT 0.6 MILE EAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0341'RAILWAY STATION AT KENASTON, THENCE 0.2 MILE NORTH ALONG A GRAVELED
 TG0341'ROAD, AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A CULTIVATED
 TG0341'FIELD, 83.0 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 28.5 FEET
 TG0341'EAST OF THE CENTERLINE OF THE ROAD, 31.8 FEET SOUTH OF THE STATION
 TG0341'MARK, 19 FEET SOUTH OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF
 TG0341'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S
 TG0341'2, R 88 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0209 ***********************************************************************
 RP0209  DESIGNATION -  K 30
 RP0209  PID         -  RP0209
 RP0209  STATE/COUNTY-  ND/RICHLAND
 RP0209  USGS QUAD   -  HANKINSON (1964)
 RP0209
 RP0209                         *CURRENT SURVEY CONTROL
 RP0209  ___________________________________________________________________
 RP0209* NAD 83(1986)-  46 06 34.     (N)    096 55 49.     (W)     SCALED    
 RP0209* NAVD 88     -       323.578  (meters)    1061.61   (feet)  ADJUSTED  
 RP0209  ___________________________________________________________________
 RP0209  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP0209  DYNAMIC HT  -         323.579 (meters)    1061.61  (feet)  COMP
 RP0209  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 RP0209
 RP0209  VERT ORDER  -  SECOND    CLASS 0
 RP0209
 RP0209.The horizontal coordinates were scaled from a topographic map and have
 RP0209.an estimated accuracy of +/- 6 seconds.
 RP0209
 RP0209.The orthometric height was determined by differential leveling
 RP0209.and adjusted by the National Geodetic Survey in June 1991..
 RP0209
 RP0209.The geoid height was determined by GEOID03.
 RP0209
 RP0209.The dynamic height is computed by dividing the NAVD 88
 RP0209.geopotential number by the normal gravity value computed on the
 RP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0209.degrees latitude (g = 980.6199 gals.).
 RP0209
 RP0209.The modeled gravity was interpolated from observed gravity values.
 RP0209
 RP0209;                    North         East    Units  Estimated Accuracy
 RP0209;SPC ND S     -    55,490.      875,890.      MT  (+/- 180 meters Scaled)
 RP0209
 RP0209                          SUPERSEDED SURVEY CONTROL
 RP0209
 RP0209  NGVD 29 (??/??/92)  323.334  (m)         1060.81   (f) ADJ UNCH    2 0
 RP0209
 RP0209.Superseded values are not recommended for survey control.
 RP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0209.See file dsdata.txt to determine how the superseded data were derived.
 RP0209
 RP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS599082(NAD 83)
 RP0209_MARKER: DB = BENCH MARK DISK
 RP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0209_STAMPING: K-30 1934
 RP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0209+STABILITY: SURFACE MOTION
 RP0209
 RP0209  HISTORY     - Date     Condition        Report By
 RP0209  HISTORY     - 1934     MONUMENTED       CGS
 RP0209
 RP0209                          STATION DESCRIPTION
 RP0209
 RP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0209'3.6 MI NW FROM HANKINSON.
 RP0209'ABOUT 3.6 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RP0209'STE. MARIE RAILWAY FROM HANKINSON, RICHLAND COUNTY, ABOUT 7 POLES
 RP0209'SOUTHEAST OF MILEPOST 209, ABOUT 265 FEET SOUTHEAST OF THE CENTER OF
 RP0209'THE CROSSING OF AN EAST-AND-WEST ROAD, 33 FEET WEST OF A CROSSING
 RP0209'SIGNAL, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 2 FEET
 RP0209'NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE
 RP0209'TRACK.  A STANDARD DISK, STAMPED K 30 1934 AND SET IN THE TOP OF A
 RP0209'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0209'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0161 ***********************************************************************
 SM0161  DESIGNATION -  K 300
 SM0161  PID         -  SM0161
 SM0161  STATE/COUNTY-  ND/GRIGGS
 SM0161  USGS QUAD   -  BINFORD NW (1961)
 SM0161
 SM0161                         *CURRENT SURVEY CONTROL
 SM0161  ___________________________________________________________________
 SM0161* NAD 83(1986)-  47 39 34.     (N)    098 28 42.     (W)     SCALED    
 SM0161* NAVD 88     -       460.804  (meters)    1511.82   (feet)  ADJUSTED  
 SM0161  ___________________________________________________________________
 SM0161  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SM0161  DYNAMIC HT  -         460.868 (meters)    1512.03  (feet)  COMP
 SM0161  MODELED GRAV-     980,736.6   (mgal)                       NAVD 88
 SM0161
 SM0161  VERT ORDER  -  SECOND    CLASS 0
 SM0161
 SM0161.The horizontal coordinates were scaled from a topographic map and have
 SM0161.an estimated accuracy of +/- 6 seconds.
 SM0161
 SM0161.The orthometric height was determined by differential leveling
 SM0161.and adjusted by the National Geodetic Survey in June 1991..
 SM0161
 SM0161.The geoid height was determined by GEOID03.
 SM0161
 SM0161.The dynamic height is computed by dividing the NAVD 88
 SM0161.geopotential number by the normal gravity value computed on the
 SM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0161.degrees latitude (g = 980.6199 gals.).
 SM0161
 SM0161.The modeled gravity was interpolated from observed gravity values.
 SM0161
 SM0161;                    North         East    Units  Estimated Accuracy
 SM0161;SPC ND N     -    75,310.      751,840.      MT  (+/- 180 meters Scaled)
 SM0161
 SM0161                          SUPERSEDED SURVEY CONTROL
 SM0161
 SM0161  NGVD 29 (??/??/92)  460.436  (m)         1510.61   (f) ADJ UNCH    2 0
 SM0161
 SM0161.Superseded values are not recommended for survey control.
 SM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0161.See file dsdata.txt to determine how the superseded data were derived.
 SM0161
 SM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT391785(NAD 83)
 SM0161_MARKER: DB = BENCH MARK DISK
 SM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0161_STAMPING: K 300 1963
 SM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0161+STABILITY: SURFACE MOTION
 SM0161
 SM0161  HISTORY     - Date     Condition        Report By
 SM0161  HISTORY     - 1963     MONUMENTED       CGS
 SM0161
 SM0161                          STATION DESCRIPTION
 SM0161
 SM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0161'13.65 MI SW FROM TOLNA.
 SM0161'ABOUT 10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0161'RAILWAY STATION AT TOLNA, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD,
 SM0161'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.95 MILE WEST
 SM0161'ALONG A GRAVELED ROAD, IN SECTION 8, T 148 N, R 61 W, 78 FEET SOUTH OF
 SM0161'THE CENTER LINE OF THE ROAD, 22 FEET WEST OF THE CENTER OF A GATE, 2
 SM0161'FEET NORTH OF A FENCE, 2.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 SM0161'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SM0161'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1047 ***********************************************************************
 SL1047  DESIGNATION -  K 301
 SL1047  PID         -  SL1047
 SL1047  STATE/COUNTY-  ND/GRAND FORKS
 SL1047  USGS QUAD   -  FINLEY NE (1967)
 SL1047
 SL1047                         *CURRENT SURVEY CONTROL
 SL1047  ___________________________________________________________________
 SL1047* NAD 83(1986)-  47 41 11.     (N)    097 47 46.     (W)     SCALED    
 SL1047* NAVD 88     -       425.609  (meters)    1396.35   (feet)  ADJUSTED  
 SL1047  ___________________________________________________________________
 SL1047  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 SL1047  DYNAMIC HT  -         425.667 (meters)    1396.54  (feet)  COMP
 SL1047  MODELED GRAV-     980,737.5   (mgal)                       NAVD 88
 SL1047
 SL1047  VERT ORDER  -  SECOND    CLASS 0
 SL1047
 SL1047.The horizontal coordinates were scaled from a topographic map and have
 SL1047.an estimated accuracy of +/- 6 seconds.
 SL1047
 SL1047.The orthometric height was determined by differential leveling
 SL1047.and adjusted by the National Geodetic Survey in June 1991..
 SL1047
 SL1047.The geoid height was determined by GEOID03.
 SL1047
 SL1047.The dynamic height is computed by dividing the NAVD 88
 SL1047.geopotential number by the normal gravity value computed on the
 SL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1047.degrees latitude (g = 980.6199 gals.).
 SL1047
 SL1047.The modeled gravity was interpolated from observed gravity values.
 SL1047
 SL1047;                    North         East    Units  Estimated Accuracy
 SL1047;SPC ND N     -    79,880.      802,950.      MT  (+/- 180 meters Scaled)
 SL1047
 SL1047                          SUPERSEDED SURVEY CONTROL
 SL1047
 SL1047  NGVD 29 (??/??/92)  425.241  (m)         1395.14   (f) ADJ UNCH    2 0
 SL1047
 SL1047.Superseded values are not recommended for survey control.
 SL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1047.See file dsdata.txt to determine how the superseded data were derived.
 SL1047
 SL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT903821(NAD 83)
 SL1047_MARKER: DB = BENCH MARK DISK
 SL1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1047_STAMPING: K 301 1963
 SL1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1047+STABILITY: SURFACE MOTION
 SL1047
 SL1047  HISTORY     - Date     Condition        Report By
 SL1047  HISTORY     - 1963     MONUMENTED       CGS
 SL1047  HISTORY     - 1968     GOOD             DOD
 SL1047
 SL1047                          STATION DESCRIPTION
 SL1047
 SL1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1047'10.9 MI NE FROM SHARON.
 SL1047'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1047'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1047'5.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 SL1047'COUNTY ROAD 16, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, IN
 SL1047'SECTION 35, T 149 N, R 56 W, 93 FEET SOUTH OF THE CENTER LINE OF THE
 SL1047'ROAD, 13 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD SOUTH, 43 FEET
 SL1047'SOUTH OF A FENCE CORNER, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT
 SL1047'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 SL1047'INCHES.
 SL1047
 SL1047                          STATION RECOVERY (1968)
 SL1047
 SL1047'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1057 ***********************************************************************
 SL1057  DESIGNATION -  K 302
 SL1057  PID         -  SL1057
 SL1057  STATE/COUNTY-  ND/STEELE
 SL1057  USGS QUAD   -  FINLEY (1967)
 SL1057
 SL1057                         *CURRENT SURVEY CONTROL
 SL1057  ___________________________________________________________________
 SL1057* NAD 83(1986)-  47 36 04.     (N)    097 51 22.     (W)     SCALED    
 SL1057* NAVD 88     -       444.365  (meters)    1457.89   (feet)  ADJUSTED  
 SL1057  ___________________________________________________________________
 SL1057  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL1057  DYNAMIC HT  -         444.418 (meters)    1458.06  (feet)  COMP
 SL1057  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 SL1057
 SL1057  VERT ORDER  -  SECOND    CLASS 0
 SL1057
 SL1057.The horizontal coordinates were scaled from a topographic map and have
 SL1057.an estimated accuracy of +/- 6 seconds.
 SL1057
 SL1057.The orthometric height was determined by differential leveling
 SL1057.and adjusted by the National Geodetic Survey in June 1991..
 SL1057
 SL1057.The geoid height was determined by GEOID03.
 SL1057
 SL1057.The dynamic height is computed by dividing the NAVD 88
 SL1057.geopotential number by the normal gravity value computed on the
 SL1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1057.degrees latitude (g = 980.6199 gals.).
 SL1057
 SL1057.The modeled gravity was interpolated from observed gravity values.
 SL1057
 SL1057;                    North         East    Units  Estimated Accuracy
 SL1057;SPC ND N     -    70,250.      798,770.      MT  (+/- 180 meters Scaled)
 SL1057
 SL1057                          SUPERSEDED SURVEY CONTROL
 SL1057
 SL1057  NGVD 29 (??/??/92)  443.996  (m)         1456.68   (f) ADJ UNCH    2 0
 SL1057
 SL1057.Superseded values are not recommended for survey control.
 SL1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1057.See file dsdata.txt to determine how the superseded data were derived.
 SL1057
 SL1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT859726(NAD 83)
 SL1057_MARKER: DB = BENCH MARK DISK
 SL1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1057_STAMPING: K 302 1963
 SL1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1057+STABILITY: SURFACE MOTION
 SL1057
 SL1057  HISTORY     - Date     Condition        Report By
 SL1057  HISTORY     - 1963     MONUMENTED       CGS
 SL1057
 SL1057                          STATION DESCRIPTION
 SL1057
 SL1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1057'1.9 MI E FROM SHARON.
 SL1057'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1057'CHURCH AT SHARON, IN SECTION 25, T 148 N, R 56 W, 141 FEET NORTH-EAST
 SL1057'OF THE CENTER OF THE INTERSECTION WITH A GRAVELED ROAD NORTH AND TRAIL
 SL1057'ROAD SOUTH, 100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 101 FEET
 SL1057'EAST OF THE CENTER LINE OF THE GRAVELED ROAD NORTH, 1.4 FEET WEST OF A
 SL1057'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 SL1057'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0450 ***********************************************************************
 SM0450  DESIGNATION -  K 303 RESET
 SM0450  PID         -  SM0450
 SM0450  STATE/COUNTY-  ND/GRIGGS
 SM0450  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0450
 SM0450                         *CURRENT SURVEY CONTROL
 SM0450  ___________________________________________________________________
 SM0450* NAD 83(1986)-  47 26 31.     (N)    098 06 40.     (W)     SCALED    
 SM0450* NAVD 88     -       435.08   (+/-2cm)    1427.4    (feet)  VERTCON   
 SM0450  ___________________________________________________________________
 SM0450  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 SM0450
 SM0450  VERT ORDER  -  THIRD (See Below)
 SM0450
 SM0450.The horizontal coordinates were scaled from a topographic map and have
 SM0450.an estimated accuracy of +/- 6 seconds.
 SM0450
 SM0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0450.The vertical order pertains to the NGVD 29 superseded value.
 SM0450
 SM0450.The geoid height was determined by GEOID03.
 SM0450
 SM0450;                    North         East    Units  Estimated Accuracy
 SM0450;SPC ND N     -    51,930.      780,160.      MT  (+/- 180 meters Scaled)
 SM0450
 SM0450                          SUPERSEDED SURVEY CONTROL
 SM0450
 SM0450  NGVD 29 (11/04/04)  434.72   (m)         1426.2    (f) RESET       3  
 SM0450
 SM0450.Superseded values are not recommended for survey control.
 SM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0450.See file dsdata.txt to determine how the superseded data were derived.
 SM0450
 SM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT670546(NAD 83)
 SM0450_MARKER: DB = BENCH MARK DISK
 SM0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0450_STAMPING: K 303 RESET 1976
 SM0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0450+STABILITY: SURFACE MOTION
 SM0450
 SM0450  HISTORY     - Date     Condition        Report By
 SM0450  HISTORY     - 1976     MONUMENTED       NGS
 SM0450
 SM0450                          STATION DESCRIPTION
 SM0450
 SM0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 SM0450'1.0 MI E FROM COOPERSTOWN.
 SM0450'0.55 MILE EAST ON ROLLIN AVENUE FROM ITS INTERSECTION WITH 9TH STREET
 SM0450'AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE, TO A LARGE WHITE
 SM0450'HOUSE ON THE LEFT THE HOME OF MR. RUSSELL BARR, IN THE SOUTHEAST PART
 SM0450'OF THE LAWN 98 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 77
 SM0450'FEET NORTH OF THE CENTER OF ROLLIN AVENUE, 58 FEET EAST OF THE CENTER
 SM0450'OF THE DRIVEWAY, 12 FEET WEST OF A HEDGE, AND SET IN THE TOP OF A
 SM0450'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0899 ***********************************************************************
 SL0899  DESIGNATION -  K 304
 SL0899  PID         -  SL0899
 SL0899  STATE/COUNTY-  ND/STEELE
 SL0899  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0899
 SL0899                         *CURRENT SURVEY CONTROL
 SL0899  ___________________________________________________________________
 SL0899* NAD 83(1986)-  47 31 38.     (N)    097 37 19.     (W)     SCALED    
 SL0899* NAVD 88     -       338.009  (meters)    1108.95   (feet)  ADJUSTED  
 SL0899  ___________________________________________________________________
 SL0899  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 SL0899  DYNAMIC HT  -         338.051 (meters)    1109.09  (feet)  COMP
 SL0899  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 SL0899
 SL0899  VERT ORDER  -  SECOND    CLASS 0
 SL0899
 SL0899.The horizontal coordinates were scaled from a topographic map and have
 SL0899.an estimated accuracy of +/- 6 seconds.
 SL0899
 SL0899.The orthometric height was determined by differential leveling
 SL0899.and adjusted by the National Geodetic Survey in June 1991..
 SL0899
 SL0899.The geoid height was determined by GEOID03.
 SL0899
 SL0899.The dynamic height is computed by dividing the NAVD 88
 SL0899.geopotential number by the normal gravity value computed on the
 SL0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0899.degrees latitude (g = 980.6199 gals.).
 SL0899
 SL0899.The modeled gravity was interpolated from observed gravity values.
 SL0899
 SL0899;                    North         East    Units  Estimated Accuracy
 SL0899;SPC ND N     -    62,670.      816,680.      MT  (+/- 180 meters Scaled)
 SL0899
 SL0899                          SUPERSEDED SURVEY CONTROL
 SL0899
 SL0899  NGVD 29 (??/??/92)  337.656  (m)         1107.79   (f) ADJ UNCH    2 0
 SL0899
 SL0899.Superseded values are not recommended for survey control.
 SL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0899.See file dsdata.txt to determine how the superseded data were derived.
 SL0899
 SL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT037646(NAD 83)
 SL0899_MARKER: DB = BENCH MARK DISK
 SL0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0899_STAMPING: K 304 1963
 SL0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0899+STABILITY: SURFACE MOTION
 SL0899
 SL0899  HISTORY     - Date     Condition        Report By
 SL0899  HISTORY     - 1963     MONUMENTED       CGS
 SL0899  HISTORY     - 1964     GOOD             NGS
 SL0899  HISTORY     - 20000822 POOR             NDHD
 SL0899
 SL0899                          STATION DESCRIPTION
 SL0899
 SL0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0899'10.3 MI E FROM FINLEY.
 SL0899'ABOUT 10.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0899'FINLEY, IN SECTION 25, T 147 N, R 55 W, 116 FEET SOUTHEAST OF THE
 SL0899'CENTER OF A ROAD INTERSECTION, 96 FEET SOUTH OF THE CENTER LINE OF THE
 SL0899'HIGHWAY, 68 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 2 FEET
 SL0899'NORTH OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 SL0899'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SL0899'PROJECTING 6 INCHES.
 SL0899
 SL0899                          STATION RECOVERY (1964)
 SL0899
 SL0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0899'RECOVERED IN GOOD CONDITION.
 SL0899
 SL0899                          STATION RECOVERY (2000)
 SL0899
 SL0899'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0899'STAMPED 'K 304 1963'
 SL0899'11.0 FT EASTERLY OF FENCE CORNER. DISTURBED SIGNIFIGENTLY. LEANING 45
 SL0899'DEGREES EAST. NOW 1.5 FT ABOVE GROUND. NOT USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0430 ***********************************************************************
 SM0430  DESIGNATION -  K 305
 SM0430  PID         -  SM0430
 SM0430  STATE/COUNTY-  ND/GRIGGS
 SM0430  USGS QUAD   -  SUTTON NE (1961)
 SM0430
 SM0430                         *CURRENT SURVEY CONTROL
 SM0430  ___________________________________________________________________
 SM0430* NAD 83(1986)-  47 26 31.     (N)    098 18 26.     (W)     SCALED    
 SM0430* NAVD 88     -       441.824  (meters)    1449.55   (feet)  ADJUSTED  
 SM0430  ___________________________________________________________________
 SM0430  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 SM0430  DYNAMIC HT  -         441.881 (meters)    1449.74  (feet)  COMP
 SM0430  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 SM0430
 SM0430  VERT ORDER  -  SECOND    CLASS 0
 SM0430
 SM0430.The horizontal coordinates were scaled from a topographic map and have
 SM0430.an estimated accuracy of +/- 6 seconds.
 SM0430
 SM0430.The orthometric height was determined by differential leveling
 SM0430.and adjusted by the National Geodetic Survey in June 1991..
 SM0430
 SM0430.The geoid height was determined by GEOID03.
 SM0430
 SM0430.The dynamic height is computed by dividing the NAVD 88
 SM0430.geopotential number by the normal gravity value computed on the
 SM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0430.degrees latitude (g = 980.6199 gals.).
 SM0430
 SM0430.The modeled gravity was interpolated from observed gravity values.
 SM0430
 SM0430;                    North         East    Units  Estimated Accuracy
 SM0430;SPC ND N     -    51,490.      765,370.      MT  (+/- 180 meters Scaled)
 SM0430
 SM0430                          SUPERSEDED SURVEY CONTROL
 SM0430
 SM0430  NGVD 29 (??/??/92)  441.477  (m)         1448.41   (f) ADJ UNCH    2 0
 SM0430
 SM0430.Superseded values are not recommended for survey control.
 SM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0430.See file dsdata.txt to determine how the superseded data were derived.
 SM0430
 SM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT522545(NAD 83)
 SM0430_MARKER: DB = BENCH MARK DISK
 SM0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0430_STAMPING: K 305 1963
 SM0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0430+STABILITY: SURFACE MOTION
 SM0430
 SM0430  HISTORY     - Date     Condition        Report By
 SM0430  HISTORY     - 1963     MONUMENTED       CGS
 SM0430
 SM0430                          STATION DESCRIPTION
 SM0430
 SM0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0430'8.5 MI W FROM COOPERSTOWN.
 SM0430'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0430'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0430'THENCE 7.6 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, IN SECTION 28, T
 SM0430'146 N, R 60 W, 166 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 SM0430'STATE HIGHWAYS 7, 1 AND A GRAVELED ROAD LEADING SOUTH, 100 FEET SOUTH
 SM0430'OF THE CENTER LINE OF STATE HIGHWAY 7, 130 FEET EAST OF THE CENTER
 SM0430'LINE OF THE GRAVELED ROAD LEADING SOUTH, 4 FEET NORTH OF A POWER POLE,
 SM0430'21 1/2 FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER POST, 1.5 FEET
 SM0430'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 SM0430'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1013 ***********************************************************************
 SL1013  DESIGNATION -  K 306
 SL1013  PID         -  SL1013
 SL1013  STATE/COUNTY-  ND/NELSON
 SL1013  USGS QUAD   -  LAKE PICKARD (1971)
 SL1013
 SL1013                         *CURRENT SURVEY CONTROL
 SL1013  ___________________________________________________________________
 SL1013* NAD 83(1986)-  47 52 31.     (N)    097 58 04.     (W)     SCALED    
 SL1013* NAVD 88     -       457.330  (meters)    1500.42   (feet)  ADJUSTED  
 SL1013  ___________________________________________________________________
 SL1013  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 SL1013  DYNAMIC HT  -         457.401 (meters)    1500.66  (feet)  COMP
 SL1013  MODELED GRAV-     980,752.9   (mgal)                       NAVD 88
 SL1013
 SL1013  VERT ORDER  -  SECOND    CLASS 0
 SL1013
 SL1013.The horizontal coordinates were scaled from a topographic map and have
 SL1013.an estimated accuracy of +/- 6 seconds.
 SL1013
 SL1013.The orthometric height was determined by differential leveling
 SL1013.and adjusted by the National Geodetic Survey in June 1991..
 SL1013
 SL1013.The geoid height was determined by GEOID03.
 SL1013
 SL1013.The dynamic height is computed by dividing the NAVD 88
 SL1013.geopotential number by the normal gravity value computed on the
 SL1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1013.degrees latitude (g = 980.6199 gals.).
 SL1013
 SL1013.The modeled gravity was interpolated from observed gravity values.
 SL1013
 SL1013;                    North         East    Units  Estimated Accuracy
 SL1013;SPC ND N     -   100,430.      789,380.      MT  (+/- 180 meters Scaled)
 SL1013
 SL1013                          SUPERSEDED SURVEY CONTROL
 SL1013
 SL1013  NGVD 29 (??/??/92)  456.958  (m)         1499.20   (f) ADJ UNCH    2 0
 SL1013
 SL1013.Superseded values are not recommended for survey control.
 SL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1013.See file dsdata.txt to determine how the superseded data were derived.
 SL1013
 SL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU771029(NAD 83)
 SL1013_MARKER: DB = BENCH MARK DISK
 SL1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1013_STAMPING: K 306 1963
 SL1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1013+STABILITY: SURFACE MOTION
 SL1013
 SL1013  HISTORY     - Date     Condition        Report By
 SL1013  HISTORY     - 1963     MONUMENTED       CGS
 SL1013
 SL1013                          STATION DESCRIPTION
 SL1013
 SL1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1013'10.85 MI SE FROM PETERSBURG.
 SL1013'ABOUT 0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 SL1013'GREAT NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 9.0 MILES SOUTH
 SL1013'ALONG STATE HIGHWAY 32, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN
 SL1013'SECTION 21, T 151 N, R 57 W, 92 FEET NORTHEAST OF THE CENTER OF THE
 SL1013'INTERSECTION WITH A GRADED DIRT ROAD, 87 FEET NORTH OF THE CENTER LINE
 SL1013'OF THE ROAD, 30 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 34 FEET
 SL1013'NORTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE, 1.2 FEET NORTHEAST OF
 SL1013'A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD AND
 SL1013'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0318 ***********************************************************************
 SM0318  DESIGNATION -  K 307
 SM0318  PID         -  SM0318
 SM0318  STATE/COUNTY-  ND/GRIGGS
 SM0318  USGS QUAD   -  KLOTEN SE (1967)
 SM0318
 SM0318                         *CURRENT SURVEY CONTROL
 SM0318  ___________________________________________________________________
 SM0318* NAD 83(1986)-  47 36 56.     (N)    098 03 57.     (W)     SCALED    
 SM0318* NAVD 88     -       445.372  (meters)    1461.19   (feet)  ADJUSTED  
 SM0318  ___________________________________________________________________
 SM0318  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 SM0318  DYNAMIC HT  -         445.426 (meters)    1461.37  (feet)  COMP
 SM0318  MODELED GRAV-     980,720.0   (mgal)                       NAVD 88
 SM0318
 SM0318  VERT ORDER  -  SECOND    CLASS 0
 SM0318
 SM0318.The horizontal coordinates were scaled from a topographic map and have
 SM0318.an estimated accuracy of +/- 6 seconds.
 SM0318
 SM0318.The orthometric height was determined by differential leveling
 SM0318.and adjusted by the National Geodetic Survey in June 1991..
 SM0318
 SM0318.The geoid height was determined by GEOID03.
 SM0318
 SM0318.The dynamic height is computed by dividing the NAVD 88
 SM0318.geopotential number by the normal gravity value computed on the
 SM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0318.degrees latitude (g = 980.6199 gals.).
 SM0318
 SM0318.The modeled gravity was interpolated from observed gravity values.
 SM0318
 SM0318;                    North         East    Units  Estimated Accuracy
 SM0318;SPC ND N     -    71,330.      782,960.      MT  (+/- 180 meters Scaled)
 SM0318
 SM0318                          SUPERSEDED SURVEY CONTROL
 SM0318
 SM0318  NGVD 29 (??/??/92)  445.004  (m)         1459.98   (f) ADJ UNCH    2 0
 SM0318
 SM0318.Superseded values are not recommended for survey control.
 SM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0318.See file dsdata.txt to determine how the superseded data were derived.
 SM0318
 SM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT702739(NAD 83)
 SM0318_MARKER: DB = BENCH MARK DISK
 SM0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0318_STAMPING: K 307 1963
 SM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0318+STABILITY: SURFACE MOTION
 SM0318
 SM0318  HISTORY     - Date     Condition        Report By
 SM0318  HISTORY     - 1963     MONUMENTED       CGS
 SM0318
 SM0318                          STATION DESCRIPTION
 SM0318
 SM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0318'8.6 MI SW FROM ANETA.
 SM0318'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0318'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0318'THENCE 3.85 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 28, T 148 N,
 SM0318'R 58 W, ABOUT 0.25 MILE EAST OF A ROAD INTERSECTION, 50 FEET SOUTH OF
 SM0318'THE CENTER LINE OF THE ROAD, 121 FEET EAST-SOUTHEAST OF THE SOUTH END
 SM0318'OF A 24-INCH CORRUGATED METAL CULVERT, 2.0 FEET NORTH OF A METAL
 SM0318'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SM0318'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1075 ***********************************************************************
 SL1075  DESIGNATION -  K 308
 SL1075  PID         -  SL1075
 SL1075  STATE/COUNTY-  ND/STEELE
 SL1075  USGS QUAD   -  SHARON (1967)
 SL1075
 SL1075                         *CURRENT SURVEY CONTROL
 SL1075  ___________________________________________________________________
 SL1075* NAD 83(1986)-  47 32 03.     (N)    097 59 05.     (W)     SCALED    
 SL1075* NAVD 88     -       406.717  (meters)    1334.37   (feet)  ADJUSTED  
 SL1075  ___________________________________________________________________
 SL1075  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 SL1075  DYNAMIC HT  -         406.760 (meters)    1334.51  (feet)  COMP
 SL1075  MODELED GRAV-     980,704.9   (mgal)                       NAVD 88
 SL1075
 SL1075  VERT ORDER  -  SECOND    CLASS 0
 SL1075
 SL1075.The horizontal coordinates were scaled from a topographic map and have
 SL1075.an estimated accuracy of +/- 6 seconds.
 SL1075
 SL1075.The orthometric height was determined by differential leveling
 SL1075.and adjusted by the National Geodetic Survey in June 1991..
 SL1075
 SL1075.The geoid height was determined by GEOID03.
 SL1075
 SL1075.The dynamic height is computed by dividing the NAVD 88
 SL1075.geopotential number by the normal gravity value computed on the
 SL1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1075.degrees latitude (g = 980.6199 gals.).
 SL1075
 SL1075.The modeled gravity was interpolated from observed gravity values.
 SL1075
 SL1075;                    North         East    Units  Estimated Accuracy
 SL1075;SPC ND N     -    62,480.      789,350.      MT  (+/- 180 meters Scaled)
 SL1075
 SL1075                          SUPERSEDED SURVEY CONTROL
 SL1075
 SL1075  NGVD 29 (??/??/92)  406.349  (m)         1333.16   (f) ADJ UNCH    2 0
 SL1075
 SL1075.Superseded values are not recommended for survey control.
 SL1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1075.See file dsdata.txt to determine how the superseded data were derived.
 SL1075
 SL1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT764650(NAD 83)
 SL1075_MARKER: DB = BENCH MARK DISK
 SL1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1075_STAMPING: K 308 1963
 SL1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1075+STABILITY: SURFACE MOTION
 SL1075
 SL1075  HISTORY     - Date     Condition        Report By
 SL1075  HISTORY     - 1963     MONUMENTED       CGS
 SL1075
 SL1075                          STATION DESCRIPTION
 SL1075
 SL1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1075'8.2 MI W FROM FINLEY.
 SL1075'ABOUT 1.6 MILES WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 SL1075'FINLEY, THENCE 5.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.1 MILES
 SL1075'NORTH ALONG A GRAVELED ROAD, IN SECTION 19, T 147 N, R 57 W, AT THE
 SL1075'JUNCTION OF THE GRAVELED ROAD AND A TRAIL ROAD LEADING NORTH, AT THE
 SL1075'OUTSIDE OF A CURVE IN THE ROAD, 183 FEET NORTHEAST OF THE CENTER LINE
 SL1075'OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF A WIRE GATE AND A
 SL1075'TRAIL ROAD, 1 1/2 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A METAL
 SL1075'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SL1075'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0180 ***********************************************************************
 SM0180  DESIGNATION -  K 309 RESET
 SM0180  PID         -  SM0180
 SM0180  STATE/COUNTY-  ND/GRIGGS
 SM0180  USGS QUAD   -  JESSIE (1961)
 SM0180
 SM0180                         *CURRENT SURVEY CONTROL
 SM0180  ___________________________________________________________________
 SM0180* NAD 83(1986)-  47 32 39.     (N)    098 10 35.     (W)     SCALED    
 SM0180* NAVD 88     -       443.40   (+/-2cm)    1454.7    (feet)  VERTCON   
 SM0180  ___________________________________________________________________
 SM0180  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 SM0180
 SM0180  VERT ORDER  -  ? (See Below)
 SM0180
 SM0180.The horizontal coordinates were scaled from a topographic map and have
 SM0180.an estimated accuracy of +/- 6 seconds.
 SM0180
 SM0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0180.The vertical order pertains to the NGVD 29 superseded value.
 SM0180
 SM0180.The geoid height was determined by GEOID03.
 SM0180
 SM0180;                    North         East    Units  Estimated Accuracy
 SM0180;SPC ND N     -    63,140.      774,890.      MT  (+/- 180 meters Scaled)
 SM0180
 SM0180                          SUPERSEDED SURVEY CONTROL
 SM0180
 SM0180  NGVD 29 (??/??/92)  443.044  (m)         1453.55   (f) ADJ UNCH    ?  
 SM0180
 SM0180.Superseded values are not recommended for survey control.
 SM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0180.See file dsdata.txt to determine how the superseded data were derived.
 SM0180
 SM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT619659(NAD 83)
 SM0180_MARKER: DB = BENCH MARK DISK
 SM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0180_STAMPING: K 309 RESET 1965
 SM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0180+STABILITY: SURFACE MOTION
 SM0180
 SM0180  HISTORY     - Date     Condition        Report By
 SM0180  HISTORY     - 1965     MONUMENTED       CGS
 SM0180
 SM0180                          STATION DESCRIPTION
 SM0180
 SM0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0180'9.4 MI SE FROM BINFORD.
 SM0180'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0180'RAILWAY STATION AT BINFORD, THENCE 2.15 MILES EAST ALONG A TRAIL ROAD,
 SM0180'THENCE 1.2 MILES EAST ALONG A TRAIL ROAD, THENCE 1.0 MILE SOUTH ALONG
 SM0180'A GRAVELED ROAD, IN SECTION 15, T 147 N, R 59 W, OR 0.2 MILE EAST
 SM0180'ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC RAILWAY STATION AT
 SM0180'COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE HIGHWAY 45, THENCE 2.0
 SM0180'MILES WEST ALONG STATE HIGHWAY 65, 100 FEET NORTH OF THE CENTER LINE
 SM0180'OF STATE HIGHWAY 65, 64 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 2
 SM0180'FEET WEST OF A POWER LINE POLE, 2 FEET EAST OF A METAL WITNESS POST,
 SM0180'IN THE NORTHEAST ANGLE OF A CROSSROAD, AND SET IN THE TOP OF A ROUND
 SM0180'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0072 ***********************************************************************
 RQ0072  DESIGNATION -  K 31
 RQ0072  PID         -  RQ0072
 RQ0072  STATE/COUNTY-  ND/LA MOURE
 RQ0072  USGS QUAD   -  INDEPENDENCE (1952)
 RQ0072
 RQ0072                         *CURRENT SURVEY CONTROL
 RQ0072  ___________________________________________________________________
 RQ0072* NAD 83(1986)-  46 20 38.     (N)    098 10 50.     (W)     SCALED    
 RQ0072* NAVD 88     -       426.850  (meters)    1400.42   (feet)  ADJUSTED  
 RQ0072  ___________________________________________________________________
 RQ0072  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 RQ0072  DYNAMIC HT  -         426.864 (meters)    1400.47  (feet)  COMP
 RQ0072  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 RQ0072
 RQ0072  VERT ORDER  -  SECOND    CLASS 0
 RQ0072
 RQ0072.The horizontal coordinates were scaled from a topographic map and have
 RQ0072.an estimated accuracy of +/- 6 seconds.
 RQ0072
 RQ0072.The orthometric height was determined by differential leveling
 RQ0072.and adjusted by the National Geodetic Survey in June 1991..
 RQ0072
 RQ0072.The geoid height was determined by GEOID03.
 RQ0072
 RQ0072.The dynamic height is computed by dividing the NAVD 88
 RQ0072.geopotential number by the normal gravity value computed on the
 RQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0072.degrees latitude (g = 980.6199 gals.).
 RQ0072
 RQ0072.The modeled gravity was interpolated from observed gravity values.
 RQ0072
 RQ0072;                    North         East    Units  Estimated Accuracy
 RQ0072;SPC ND S     -    77,910.      778,530.      MT  (+/- 180 meters Scaled)
 RQ0072
 RQ0072                          SUPERSEDED SURVEY CONTROL
 RQ0072
 RQ0072  NGVD 29 (??/??/92)  426.520  (m)         1399.34   (f) ADJ UNCH    2 0
 RQ0072
 RQ0072.Superseded values are not recommended for survey control.
 RQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0072.See file dsdata.txt to determine how the superseded data were derived.
 RQ0072
 RQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS630325(NAD 83)
 RQ0072_MARKER: DB = BENCH MARK DISK
 RQ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0072_STAMPING: K 31 1934
 RQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0072+STABILITY: SURFACE MOTION
 RQ0072
 RQ0072  HISTORY     - Date     Condition        Report By
 RQ0072  HISTORY     - 1934     MONUMENTED       CGS
 RQ0072
 RQ0072                          STATION DESCRIPTION
 RQ0072
 RQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0072'0.7 MI E FROM INDEPENDENCE JUNCTION.
 RQ0072'0.7 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0072'INDEPENDENCE JUNCTION, LA MOURE COUNTY, ABOUT 35 FEET NORTH OF
 RQ0072'MILEPOST 81, ABOUT 210 FEET EAST OF A YARD LIMIT SIGN, ABOUT 175 FEET
 RQ0072'EAST OF THE CENTER OF A PUBLIC-ROAD CROSSING, ABOUT 45 FEET NORTH OF
 RQ0072'THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A
 RQ0072'STANDARD DISK, STAMPED K 31 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0072'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0257 ***********************************************************************
 RP0257  DESIGNATION -  K 32
 RP0257  PID         -  RP0257
 RP0257  STATE/COUNTY-  ND/RICHLAND
 RP0257  USGS QUAD   -  ABERCROMBIE (1973)
 RP0257
 RP0257                         *CURRENT SURVEY CONTROL
 RP0257  ___________________________________________________________________
 RP0257* NAD 83(1986)-  46 23 17.     (N)    096 41 43.     (W)     SCALED    
 RP0257* NAVD 88     -       288.176  (meters)     945.46   (feet)  ADJUSTED  
 RP0257  ___________________________________________________________________
 RP0257  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 RP0257  DYNAMIC HT  -         288.187 (meters)     945.49  (feet)  COMP
 RP0257  MODELED GRAV-     980,644.4   (mgal)                       NAVD 88
 RP0257
 RP0257  VERT ORDER  -  SECOND    CLASS 0
 RP0257
 RP0257.The horizontal coordinates were scaled from a topographic map and have
 RP0257.an estimated accuracy of +/- 6 seconds.
 RP0257
 RP0257.The orthometric height was determined by differential leveling
 RP0257.and adjusted by the National Geodetic Survey in June 1991..
 RP0257
 RP0257.The geoid height was determined by GEOID03.
 RP0257
 RP0257.The dynamic height is computed by dividing the NAVD 88
 RP0257.geopotential number by the normal gravity value computed on the
 RP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0257.degrees latitude (g = 980.6199 gals.).
 RP0257
 RP0257.The modeled gravity was interpolated from observed gravity values.
 RP0257
 RP0257;                    North         East    Units  Estimated Accuracy
 RP0257;SPC ND S     -    87,270.      892,540.      MT  (+/- 180 meters Scaled)
 RP0257
 RP0257                          SUPERSEDED SURVEY CONTROL
 RP0257
 RP0257  NGVD 29 (??/??/92)  287.914  (m)          944.60   (f) ADJ UNCH    2 0
 RP0257
 RP0257.Superseded values are not recommended for survey control.
 RP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0257.See file dsdata.txt to determine how the superseded data were derived.
 RP0257
 RP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS772397(NAD 83)
 RP0257_MARKER: DB = BENCH MARK DISK
 RP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0257_STAMPING: K 32 1934
 RP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0257+STABILITY: SURFACE MOTION
 RP0257
 RP0257  HISTORY     - Date     Condition        Report By
 RP0257  HISTORY     - 1934     MONUMENTED       CGS
 RP0257  HISTORY     - 1964     MARK NOT FOUND   NGS
 RP0257  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0257
 RP0257                          STATION DESCRIPTION
 RP0257
 RP0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RP0257'4.5 MI SE FROM ABERCROMBIE.
 RP0257'4.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0257'RAILROAD FROM THE STATION AT ABERCROMBIE, RICHLAND COUNTY, 9 1/2 POLES
 RP0257'NORTHWEST OF MILEPOST 80, AT THE CROSSING OF A NORTH-AND-SOUTH PUBLIC
 RP0257'ROAD, 110 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 53.5 FEET WEST
 RP0257'OF THE CENTERLINE OF THE TRACK, IN LINE WITH A ROW OF POLES, 2.9 FEET
 RP0257'SOUTH OF A WHITE POST MARKED U.S.B.M. AND 2 FEET LOWER THAN THE TRACK.
 RP0257'A STANDARD DISK, STAMPED K 32 1934 AND SET IN THE TOP OF A CONCRETE
 RP0257'POST.
 RP0257
 RP0257                          STATION RECOVERY (1990)
 RP0257
 RP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0176 ***********************************************************************
 TG0176  DESIGNATION -  K 325
 TG0176  PID         -  TG0176
 TG0176  STATE/COUNTY-  ND/BURKE
 TG0176  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0176
 TG0176                         *CURRENT SURVEY CONTROL
 TG0176  ___________________________________________________________________
 TG0176* NAD 83(1986)-  48 33 21.     (N)    102 24 30.     (W)     SCALED    
 TG0176* NAVD 88     -       706.700  (meters)    2318.56   (feet)  ADJUSTED  
 TG0176  ___________________________________________________________________
 TG0176  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TG0176  DYNAMIC HT  -         706.820 (meters)    2318.96  (feet)  COMP
 TG0176  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 TG0176
 TG0176  VERT ORDER  -  SECOND    CLASS 0
 TG0176
 TG0176.The horizontal coordinates were scaled from a topographic map and have
 TG0176.an estimated accuracy of +/- 6 seconds.
 TG0176
 TG0176.The orthometric height was determined by differential leveling
 TG0176.and adjusted by the National Geodetic Survey in June 1991..
 TG0176
 TG0176.The geoid height was determined by GEOID03.
 TG0176
 TG0176.The dynamic height is computed by dividing the NAVD 88
 TG0176.geopotential number by the normal gravity value computed on the
 TG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0176.degrees latitude (g = 980.6199 gals.).
 TG0176
 TG0176.The modeled gravity was interpolated from observed gravity values.
 TG0176
 TG0176;                    North         East    Units  Estimated Accuracy
 TG0176;SPC ND N     -   174,730.      459,150.      MT  (+/- 180 meters Scaled)
 TG0176
 TG0176                          SUPERSEDED SURVEY CONTROL
 TG0176
 TG0176  NGVD 29 (??/??/92)  706.258  (m)         2317.11   (f) ADJ UNCH    2 0
 TG0176
 TG0176.Superseded values are not recommended for survey control.
 TG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0176.See file dsdata.txt to determine how the superseded data were derived.
 TG0176
 TG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912813(NAD 83)
 TG0176_MARKER: DB = BENCH MARK DISK
 TG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0176_STAMPING: K-325 1935
 TG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0176+STABILITY: SURFACE MOTION
 TG0176
 TG0176  HISTORY     - Date     Condition        Report By
 TG0176  HISTORY     - 1935     MONUMENTED       CGS
 TG0176  HISTORY     - 1953     GOOD             DOD
 TG0176
 TG0176                          STATION DESCRIPTION
 TG0176
 TG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0176'11.0 MI E FROM POWERS LAKE.
 TG0176'ALONG THE STANLEY-BOWBELLS ROAD (STA HWY. NO. 8) AT
 TG0176'JUNCTION WITH STA HWIAY NO. 50.  NEAR THE SOUTHEAST POINT OF
 TG0176'TRIANGULAR PBT FORMED BY INTERSECTING HIWAYS.  95 FT WEST OF
 TG0176'CENTERLINE OF HIWAY NO. 8 AND 65 FEET NORTHEAST OF CENTERLINE OF CURVE
 TG0176'ON STA HIWAY NO. 50.  4 FT ABOVE LEVEL OF STA HIWAY NO. 8. NOTE-- MARK
 TG0176'IS 149 FEET SOUTH OF HIGHWAY 50, ABOUT 1 FOOT ABOVE THE CENTERLINE OF
 TG0176'THE ROADS.
 TG0176
 TG0176                          STATION RECOVERY (1953)
 TG0176
 TG0176'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TG0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0177 ***********************************************************************
 TG0177  DESIGNATION -  K 325 RESET
 TG0177  PID         -  TG0177
 TG0177  STATE/COUNTY-  ND/BURKE
 TG0177  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0177
 TG0177                         *CURRENT SURVEY CONTROL
 TG0177  ___________________________________________________________________
 TG0177* NAD 83(1986)-  48 33 20.     (N)    102 24 31.     (W)     SCALED    
 TG0177* NAVD 88     -       708.453  (meters)    2324.32   (feet)  ADJUSTED  
 TG0177  ___________________________________________________________________
 TG0177  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TG0177  DYNAMIC HT  -         708.574 (meters)    2324.71  (feet)  COMP
 TG0177  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 TG0177
 TG0177  VERT ORDER  -  SECOND    CLASS 0
 TG0177
 TG0177.The horizontal coordinates were scaled from a topographic map and have
 TG0177.an estimated accuracy of +/- 6 seconds.
 TG0177
 TG0177.The orthometric height was determined by differential leveling
 TG0177.and adjusted by the National Geodetic Survey in June 1991..
 TG0177
 TG0177.The geoid height was determined by GEOID03.
 TG0177
 TG0177.The dynamic height is computed by dividing the NAVD 88
 TG0177.geopotential number by the normal gravity value computed on the
 TG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0177.degrees latitude (g = 980.6199 gals.).
 TG0177
 TG0177.The modeled gravity was interpolated from observed gravity values.
 TG0177
 TG0177;                    North         East    Units  Estimated Accuracy
 TG0177;SPC ND N     -   174,700.      459,120.      MT  (+/- 180 meters Scaled)
 TG0177
 TG0177                          SUPERSEDED SURVEY CONTROL
 TG0177
 TG0177  NGVD 29 (??/??/92)  708.011  (m)         2322.87   (f) ADJ UNCH    2 0
 TG0177
 TG0177.Superseded values are not recommended for survey control.
 TG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0177.See file dsdata.txt to determine how the superseded data were derived.
 TG0177
 TG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912812(NAD 83)
 TG0177_MARKER: DB = BENCH MARK DISK
 TG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0177_STAMPING: K 325 RESET 1959
 TG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0177+STABILITY: SURFACE MOTION
 TG0177
 TG0177  HISTORY     - Date     Condition        Report By
 TG0177  HISTORY     - 1959     MONUMENTED       CGS
 TG0177  HISTORY     - 1963     GOOD             NGS
 TG0177
 TG0177                          STATION DESCRIPTION
 TG0177
 TG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0177'16.7 MI N FROM STANLEY.
 TG0177'ABOUT 16.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0177'STANLEY, ABOUT 0.7 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 50
 TG0177'LEADING EAST, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 50
 TG0177'LEADING WEST, ON THE NORTH SLOPE OF A SLIGHT KNOLL, 101 FEET WEST OF
 TG0177'THE CENTERLINE OF THE HIGHWAY, 87 FEET SOUTH OF A CONCRETE HIGHWAY
 TG0177'RIGHT-OF-WAY MARKER AND A FENCE CORNER, 0.5 FOOT EAST OF A FENCE, 1.2
 TG0177'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 TG0177'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 34, R 91 W, T
 TG0177'159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0967 ***********************************************************************
 TG0967  DESIGNATION -  K 326
 TG0967  PID         -  TG0967
 TG0967  STATE/COUNTY-  ND/BURKE
 TG0967  USGS QUAD   -  POWERS LAKE (1977)
 TG0967
 TG0967                         *CURRENT SURVEY CONTROL
 TG0967  ___________________________________________________________________
 TG0967* NAD 83(1986)-  48 34 31.     (N)    102 45 01.     (W)     SCALED    
 TG0967* NAVD 88     -       679.333  (meters)    2228.78   (feet)  ADJUSTED  
 TG0967  ___________________________________________________________________
 TG0967  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG0967  DYNAMIC HT  -         679.452 (meters)    2229.17  (feet)  COMP
 TG0967  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 TG0967
 TG0967  VERT ORDER  -  SECOND    CLASS 0
 TG0967
 TG0967.The horizontal coordinates were scaled from a topographic map and have
 TG0967.an estimated accuracy of +/- 6 seconds.
 TG0967
 TG0967.The orthometric height was determined by differential leveling
 TG0967.and adjusted by the National Geodetic Survey in June 1991..
 TG0967
 TG0967.The geoid height was determined by GEOID03.
 TG0967
 TG0967.The dynamic height is computed by dividing the NAVD 88
 TG0967.geopotential number by the normal gravity value computed on the
 TG0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0967.degrees latitude (g = 980.6199 gals.).
 TG0967
 TG0967.The modeled gravity was interpolated from observed gravity values.
 TG0967
 TG0967;                    North         East    Units  Estimated Accuracy
 TG0967;SPC ND N     -   177,570.      433,980.      MT  (+/- 180 meters Scaled)
 TG0967
 TG0967                          SUPERSEDED SURVEY CONTROL
 TG0967
 TG0967  NGVD 29 (??/??/92)  678.879  (m)         2227.29   (f) ADJ UNCH    2 0
 TG0967
 TG0967.Superseded values are not recommended for survey control.
 TG0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0967.See file dsdata.txt to determine how the superseded data were derived.
 TG0967
 TG0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP659826(NAD 83)
 TG0967_MARKER: DB = BENCH MARK DISK
 TG0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0967_STAMPING: K 326 1935
 TG0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0967+STABILITY: SURFACE MOTION
 TG0967
 TG0967  HISTORY     - Date     Condition        Report By
 TG0967  HISTORY     - 1935     MONUMENTED       CGS
 TG0967  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0967
 TG0967                          STATION DESCRIPTION
 TG0967
 TG0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0967'2.0 MI E FROM BATTLEVIEW.
 TG0967'2.0 MILES EAST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN RAILWAY
 TG0967'STATION AT BATTLEVIEW, BURKE COUNTY, AT THE MIDDLE OF A LONG GRADE, 36
 TG0967'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE FENCE,
 TG0967'AND ABOUT 1-1/2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 TG0967'K 326 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROW HAS BEEN
 TG0967'WIDENED.
 TG0967
 TG0967                          STATION RECOVERY (1974)
 TG0967
 TG0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1002 ***********************************************************************
 TG1002  DESIGNATION -  K 327
 TG1002  PID         -  TG1002
 TG1002  STATE/COUNTY-  ND/BURKE
 TG1002  USGS QUAD   -  RENNIE LAKE (1949)
 TG1002
 TG1002                         *CURRENT SURVEY CONTROL
 TG1002  ___________________________________________________________________
 TG1002* NAD 83(1986)-  48 46 03.     (N)    102 34 59.     (W)     SCALED    
 TG1002* NAVD 88     -       704.540  (meters)    2311.48   (feet)  ADJUSTED  
 TG1002  ___________________________________________________________________
 TG1002  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TG1002  DYNAMIC HT  -         704.680 (meters)    2311.94  (feet)  COMP
 TG1002  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TG1002
 TG1002  VERT ORDER  -  SECOND    CLASS 0
 TG1002
 TG1002.The horizontal coordinates were scaled from a topographic map and have
 TG1002.an estimated accuracy of +/- 6 seconds.
 TG1002
 TG1002.The orthometric height was determined by differential leveling
 TG1002.and adjusted by the National Geodetic Survey in June 1991..
 TG1002
 TG1002.The geoid height was determined by GEOID03.
 TG1002
 TG1002.The dynamic height is computed by dividing the NAVD 88
 TG1002.geopotential number by the normal gravity value computed on the
 TG1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1002.degrees latitude (g = 980.6199 gals.).
 TG1002
 TG1002.The modeled gravity was interpolated from observed gravity values.
 TG1002
 TG1002;                    North         East    Units  Estimated Accuracy
 TG1002;SPC ND N     -   198,590.      446,890.      MT  (+/- 180 meters Scaled)
 TG1002
 TG1002                          SUPERSEDED SURVEY CONTROL
 TG1002
 TG1002  NGVD 29 (??/??/92)  704.102  (m)         2310.04   (f) ADJ UNCH    2 0
 TG1002
 TG1002.Superseded values are not recommended for survey control.
 TG1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1002.See file dsdata.txt to determine how the superseded data were derived.
 TG1002
 TG1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ775044(NAD 83)
 TG1002_MARKER: DB = BENCH MARK DISK
 TG1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1002_STAMPING: K 327 1935
 TG1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1002+STABILITY: SURFACE MOTION
 TG1002
 TG1002  HISTORY     - Date     Condition        Report By
 TG1002  HISTORY     - 1935     MONUMENTED       CGS
 TG1002  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1002
 TG1002                          STATION DESCRIPTION
 TG1002
 TG1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1002'8.2 MI S FROM LIGNITE.
 TG1002'8.2 MILES SOUTH ALONG THE POWERS LAKE ROAD FROM THE GREAT NORTHERN
 TG1002'RAILWAY STATION AT LIGNITE, BURKE COUNTY, ON A LONG WINDING HILL, 75
 TG1002'FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, AT THE JUNCTION OF A PRIVATE
 TG1002'ROAD, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 21 FEET
 TG1002'SOUTHWEST OF THE CENTERLINE OF THE PRIVATE DRIVE, AND 2-1/2 FEET
 TG1002'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K 327 1935 AND SET IN
 TG1002'THE TOP OF A CONCRETE POST.
 TG1002
 TG1002                          STATION RECOVERY (1974)
 TG1002
 TG1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0334 ***********************************************************************
 TG0334  DESIGNATION -  K 328
 TG0334  PID         -  TG0334
 TG0334  STATE/COUNTY-  ND/BURKE
 TG0334  USGS QUAD   -  BOWBELLS (1947)
 TG0334
 TG0334                         *CURRENT SURVEY CONTROL
 TG0334  ___________________________________________________________________
 TG0334* NAD 83(1986)-  48 47 26.     (N)    102 13 52.     (W)     SCALED    
 TG0334* NAVD 88     -       599.516  (meters)    1966.91   (feet)  ADJUSTED  
 TG0334  ___________________________________________________________________
 TG0334  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 TG0334  DYNAMIC HT  -         599.641 (meters)    1967.32  (feet)  COMP
 TG0334  MODELED GRAV-     980,798.4   (mgal)                       NAVD 88
 TG0334
 TG0334  VERT ORDER  -  SECOND    CLASS 0
 TG0334
 TG0334.The horizontal coordinates were scaled from a topographic map and have
 TG0334.an estimated accuracy of +/- 6 seconds.
 TG0334
 TG0334.The orthometric height was determined by differential leveling
 TG0334.and adjusted by the National Geodetic Survey in June 1991..
 TG0334
 TG0334.The geoid height was determined by GEOID03.
 TG0334
 TG0334.The dynamic height is computed by dividing the NAVD 88
 TG0334.geopotential number by the normal gravity value computed on the
 TG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0334.degrees latitude (g = 980.6199 gals.).
 TG0334
 TG0334.The modeled gravity was interpolated from observed gravity values.
 TG0334
 TG0334;                    North         East    Units  Estimated Accuracy
 TG0334;SPC ND N     -   200,520.      472,810.      MT  (+/- 180 meters Scaled)
 TG0334
 TG0334                          SUPERSEDED SURVEY CONTROL
 TG0334
 TG0334  NGVD 29 (??/??/92)  599.13   (m)         1965.6    (f) COMPUTED    2 0
 TG0334
 TG0334.Superseded values are not recommended for survey control.
 TG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0334.See file dsdata.txt to determine how the superseded data were derived.
 TG0334
 TG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ033078(NAD 83)
 TG0334_MARKER: DB = BENCH MARK DISK
 TG0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0334_SP_SET: SIGNAL BASE
 TG0334_STAMPING: K 328 1935
 TG0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0334
 TG0334  HISTORY     - Date     Condition        Report By
 TG0334  HISTORY     - 1935     MONUMENTED       CGS
 TG0334  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0334
 TG0334                          STATION DESCRIPTION
 TG0334
 TG0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0334'1.1 MI S FROM BOWBELLS.
 TG0334'1.1 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0334'BOWBELLS, BURKE COUNTY, 4 POLES SOUTHEAST OF MILEPOST 7, AT THE
 TG0334'CROSSING OF THE SOO LINE RAILROAD, (FORMERLY THE MINNEAPOLIS, ST. PAUL
 TG0334'AND SAULT STE. MARIE RAILROAD), 72 FEET SOUTHEAST OF THE CENTERLINE OF
 TG0334'THE SOO LINE RAILROAD, 24 FEET NORTHEAST OF THE CENTERLINE OF THE
 TG0334'GREAT NORTHERN RAILWAY, IN THE CENTER OF THE TOP OF AN ABANDONED
 TG0334'CONCRETE SIGNAL BASE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 TG0334'STAMPED K 328 1935.  NO SIGNAL BLOCK BASE COULD BE FOUND AT THE
 TG0334'DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0631 ***********************************************************************
 TG0631  DESIGNATION -  K 329
 TG0631  PID         -  TG0631
 TG0631  STATE/COUNTY-  ND/MOUNTRAIL
 TG0631  USGS QUAD   -  PALERMO NE (1981)
 TG0631
 TG0631                         *CURRENT SURVEY CONTROL
 TG0631  ___________________________________________________________________
 TG0631* NAD 83(1986)-  48 26 41.     (N)    102 01 01.     (W)     SCALED    
 TG0631* NAVD 88     -       710.502  (meters)    2331.04   (feet)  ADJUSTED  
 TG0631  ___________________________________________________________________
 TG0631  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TG0631  DYNAMIC HT  -         710.617 (meters)    2331.42  (feet)  COMP
 TG0631  MODELED GRAV-     980,747.5   (mgal)                       NAVD 88
 TG0631
 TG0631  VERT ORDER  -  SECOND    CLASS 0
 TG0631
 TG0631.The horizontal coordinates were scaled from a topographic map and have
 TG0631.an estimated accuracy of +/- 6 seconds.
 TG0631
 TG0631.The orthometric height was determined by differential leveling
 TG0631.and adjusted by the National Geodetic Survey in June 1991..
 TG0631.WARNING-Repeat measurements at this control monument indicate possible
 TG0631.vertical movement.
 TG0631
 TG0631.The geoid height was determined by GEOID03.
 TG0631
 TG0631.The dynamic height is computed by dividing the NAVD 88
 TG0631.geopotential number by the normal gravity value computed on the
 TG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0631.degrees latitude (g = 980.6199 gals.).
 TG0631
 TG0631.The modeled gravity was interpolated from observed gravity values.
 TG0631
 TG0631;                    North         East    Units  Estimated Accuracy
 TG0631;SPC ND N     -   161,730.      487,790.      MT  (+/- 180 meters Scaled)
 TG0631
 TG0631                          SUPERSEDED SURVEY CONTROL
 TG0631
 TG0631  NGVD 29 (??/??/92)  710.078  (m)         2329.65   (f) ADJ UNCH    2 0
 TG0631
 TG0631.Superseded values are not recommended for survey control.
 TG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0631.See file dsdata.txt to determine how the superseded data were derived.
 TG0631
 TG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP205700(NAD 83)
 TG0631_MARKER: DB = BENCH MARK DISK
 TG0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0631_STAMPING: K 329 1935
 TG0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0631+STABILITY: SURFACE MOTION
 TG0631
 TG0631  HISTORY     - Date     Condition        Report By
 TG0631  HISTORY     - 1935     MONUMENTED       CGS
 TG0631  HISTORY     - 1963     GOOD             NGS
 TG0631
 TG0631                          STATION DESCRIPTION
 TG0631
 TG0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0631'7.3 MI S FROM COULEE.
 TG0631'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0631'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0631'ROAD, 58.5 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0631'GRAVELED ROAD LEADING EAST AND A GRADED ROAD LEADING WEST, 45 FEET
 TG0631'WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 39.5 FEET NORTH OF
 TG0631'THE CENTERLINE OF THE ROAD LEADING WEST, 8 FEET EAST OF A TELEPHONE
 TG0631'POLE, IN LINE WITH THE POLES TO THE EAST, 1.0 FOOT SOUTH OF A METAL
 TG0631'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 TG0631'CONCRETE POST 1 INCH UNDER THE GROUND, S 3, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0248 ***********************************************************************
 RP0248  DESIGNATION -  K 33
 RP0248  PID         -  RP0248
 RP0248  STATE/COUNTY-  ND/RICHLAND
 RP0248  USGS QUAD   -  HANKINSON (1964)
 RP0248
 RP0248                         *CURRENT SURVEY CONTROL
 RP0248  ___________________________________________________________________
 RP0248* NAD 83(1986)-  46 04 19.     (N)    096 53 15.     (W)     SCALED    
 RP0248* NAVD 88     -       323.543  (meters)    1061.49   (feet)  ADJUSTED  
 RP0248  ___________________________________________________________________
 RP0248  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 RP0248  DYNAMIC HT  -         323.543 (meters)    1061.49  (feet)  COMP
 RP0248  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RP0248
 RP0248  VERT ORDER  -  SECOND    CLASS 0
 RP0248
 RP0248.The horizontal coordinates were scaled from a topographic map and have
 RP0248.an estimated accuracy of +/- 6 seconds.
 RP0248
 RP0248.The orthometric height was determined by differential leveling
 RP0248.and adjusted by the National Geodetic Survey in June 1991..
 RP0248
 RP0248.The geoid height was determined by GEOID03.
 RP0248
 RP0248.The dynamic height is computed by dividing the NAVD 88
 RP0248.geopotential number by the normal gravity value computed on the
 RP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0248.degrees latitude (g = 980.6199 gals.).
 RP0248
 RP0248.The modeled gravity was interpolated from observed gravity values.
 RP0248
 RP0248;                    North         East    Units  Estimated Accuracy
 RP0248;SPC ND S     -    51,480.      879,380.      MT  (+/- 180 meters Scaled)
 RP0248
 RP0248                          SUPERSEDED SURVEY CONTROL
 RP0248
 RP0248  NGVD 29 (??/??/92)  323.305  (m)         1060.71   (f) ADJ UNCH    2 0
 RP0248
 RP0248.Superseded values are not recommended for survey control.
 RP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0248.See file dsdata.txt to determine how the superseded data were derived.
 RP0248
 RP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS633042(NAD 83)
 RP0248_MARKER: DB = BENCH MARK DISK
 RP0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0248_STAMPING: K 33 1934
 RP0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0248+STABILITY: SURFACE MOTION
 RP0248
 RP0248  HISTORY     - Date     Condition        Report By
 RP0248  HISTORY     - 1934     MONUMENTED       CGS
 RP0248
 RP0248                          STATION DESCRIPTION
 RP0248
 RP0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0248'0.7 MI E FROM HANKINSON.
 RP0248'0.7 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0248'HANKINSON, RICHLAND COUNTY, 4 POLES EAST OF MILEPOST 25, 260 FEET WEST
 RP0248'OF THE CENTER OF A PUBLIC-ROAD CROSSING, 28 FEET WEST OF A CROSSING
 RP0248'ONE MILE SIGN, 158 FEET EAST OF A 36-INCH TILE PIPE CULVERT, 45 FEET
 RP0248'NORTH OF THE CENTERLINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND
 RP0248'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 33 1934 AND
 RP0248'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1237 ***********************************************************************
 TF1237  DESIGNATION -  K 330
 TF1237  PID         -  TF1237
 TF1237  STATE/COUNTY-  ND/WARD
 TF1237  USGS QUAD   -  AURELIA (1980)
 TF1237
 TF1237                         *CURRENT SURVEY CONTROL
 TF1237  ___________________________________________________________________
 TF1237* NAD 83(1986)-  48 26 41.     (N)    101 58 24.     (W)     SCALED    
 TF1237* NAVD 88     -       699.406  (meters)    2294.63   (feet)  ADJUSTED  
 TF1237  ___________________________________________________________________
 TF1237  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TF1237  DYNAMIC HT  -         699.517 (meters)    2295.00  (feet)  COMP
 TF1237  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 TF1237
 TF1237  VERT ORDER  -  SECOND    CLASS 0
 TF1237
 TF1237.The horizontal coordinates were scaled from a topographic map and have
 TF1237.an estimated accuracy of +/- 6 seconds.
 TF1237
 TF1237.The orthometric height was determined by differential leveling
 TF1237.and adjusted by the National Geodetic Survey in June 1991..
 TF1237
 TF1237.The geoid height was determined by GEOID03.
 TF1237
 TF1237.The dynamic height is computed by dividing the NAVD 88
 TF1237.geopotential number by the normal gravity value computed on the
 TF1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1237.degrees latitude (g = 980.6199 gals.).
 TF1237
 TF1237.The modeled gravity was interpolated from observed gravity values.
 TF1237
 TF1237;                    North         East    Units  Estimated Accuracy
 TF1237;SPC ND N     -   161,670.      491,010.      MT  (+/- 180 meters Scaled)
 TF1237
 TF1237                          SUPERSEDED SURVEY CONTROL
 TF1237
 TF1237  NGVD 29 (??/??/92)  698.945  (m)         2293.12   (f) ADJ UNCH    2 0
 TF1237
 TF1237.Superseded values are not recommended for survey control.
 TF1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1237.See file dsdata.txt to determine how the superseded data were derived.
 TF1237
 TF1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU801700(NAD 83)
 TF1237_MARKER: DB = BENCH MARK DISK
 TF1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1237_STAMPING: K 330 1935
 TF1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1237+STABILITY: SURFACE MOTION
 TF1237
 TF1237  HISTORY     - Date     Condition        Report By
 TF1237  HISTORY     - 1935     MONUMENTED       CGS
 TF1237
 TF1237                          STATION DESCRIPTION
 TF1237
 TF1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1237'3.0 MI W FROM HARTLAND.
 TF1237'3.0 MILES WEST ALONG A ROAD FROM HARTLAND, WARD COUNTY, THENCE 3.0
 TF1237'MILES NORTH AND 4.0 MILES WEST ALONG ROADS.  AT THE T-JUNCTION OF A
 TF1237'ROAD LEADING SOUTH, 51 FEET SOUTH OF THE CENTERLINE OF THE
 TF1237'EAST-AND-WEST ROAD, 33 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TF1237'SOUTH, 15 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.
 TF1237'A STANDARD DISK, STAMPED K 330 1935 AND SET IN THE TOP OF A CONCRETE
 TF1237'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0990 ***********************************************************************
 TG0990  DESIGNATION -  K 332
 TG0990  PID         -  TG0990
 TG0990  STATE/COUNTY-  ND/WILLIAMS
 TG0990  USGS QUAD   -  MC GREGOR (1974)
 TG0990
 TG0990                         *CURRENT SURVEY CONTROL
 TG0990  ___________________________________________________________________
 TG0990* NAD 83(1986)-  48 34 32.     (N)    102 54 26.     (W)     SCALED    
 TG0990* NAVD 88     -       686.322  (meters)    2251.71   (feet)  ADJUSTED  
 TG0990  ___________________________________________________________________
 TG0990  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0990  DYNAMIC HT  -         686.434 (meters)    2252.08  (feet)  COMP
 TG0990  MODELED GRAV-     980,750.2   (mgal)                       NAVD 88
 TG0990
 TG0990  VERT ORDER  -  SECOND    CLASS 0
 TG0990
 TG0990.The horizontal coordinates were scaled from a topographic map and have
 TG0990.an estimated accuracy of +/- 6 seconds.
 TG0990
 TG0990.The orthometric height was determined by differential leveling
 TG0990.and adjusted by the National Geodetic Survey in June 1991..
 TG0990
 TG0990.The geoid height was determined by GEOID03.
 TG0990
 TG0990.The dynamic height is computed by dividing the NAVD 88
 TG0990.geopotential number by the normal gravity value computed on the
 TG0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0990.degrees latitude (g = 980.6199 gals.).
 TG0990
 TG0990.The modeled gravity was interpolated from observed gravity values.
 TG0990
 TG0990;                    North         East    Units  Estimated Accuracy
 TG0990;SPC ND N     -   177,950.      422,400.      MT  (+/- 180 meters Scaled)
 TG0990
 TG0990                          SUPERSEDED SURVEY CONTROL
 TG0990
 TG0990  NGVD 29 (??/??/92)  685.856  (m)         2250.18   (f) ADJ UNCH    2 0
 TG0990
 TG0990.Superseded values are not recommended for survey control.
 TG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0990.See file dsdata.txt to determine how the superseded data were derived.
 TG0990
 TG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP543823(NAD 83)
 TG0990_MARKER: DB = BENCH MARK DISK
 TG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0990_STAMPING: K 332 1935
 TG0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0990+STABILITY: SURFACE MOTION
 TG0990
 TG0990  HISTORY     - Date     Condition        Report By
 TG0990  HISTORY     - 1935     MONUMENTED       CGS
 TG0990  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0990
 TG0990                          STATION DESCRIPTION
 TG0990
 TG0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0990'5.7 MI W FROM BATTLEVIEW.
 TG0990'IN WILLIAMS COUNTY, 5.7 MILES WEST ALONG STATE HIGHWAY 50 FROM
 TG0990'BATTLEVIEW, BURKE COUNTY, AT THE TOP OF A HILL, AT THE JUNCTION OF A
 TG0990'TRAIL, 180 FEET WEST OF THE TRAIL, 87 FEET NORTH OF THE CENTERLINE OF
 TG0990'THE HIGHWAY, AND 147 FEET NORTH OF A POWERLINE POLE.  A STANDARD DISK,
 TG0990'STAMPED K 332 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TG0990'INCHES ABOVE GROUND.  NOTE-- ROW WIDENING IN THE AREA.
 TG0990
 TG0990                          STATION RECOVERY (1974)
 TG0990
 TG0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1107 ***********************************************************************
 TG1107  DESIGNATION -  K 333
 TG1107  PID         -  TG1107
 TG1107  STATE/COUNTY-  ND/WILLIAMS
 TG1107  USGS QUAD   -  TOM BERG LAKE (1974)
 TG1107
 TG1107                         *CURRENT SURVEY CONTROL
 TG1107  ___________________________________________________________________
 TG1107* NAD 83(1986)-  48 37 07.     (N)    103 11 24.     (W)     SCALED    
 TG1107* NAVD 88     -       695.002  (meters)    2280.19   (feet)  ADJUSTED  
 TG1107  ___________________________________________________________________
 TG1107  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1107  DYNAMIC HT  -         695.116 (meters)    2280.56  (feet)  COMP
 TG1107  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TG1107
 TG1107  VERT ORDER  -  SECOND    CLASS 0
 TG1107
 TG1107.The horizontal coordinates were scaled from a topographic map and have
 TG1107.an estimated accuracy of +/- 6 seconds.
 TG1107
 TG1107.The orthometric height was determined by differential leveling
 TG1107.and adjusted by the National Geodetic Survey in June 1991..
 TG1107
 TG1107.The geoid height was determined by GEOID03.
 TG1107
 TG1107.The dynamic height is computed by dividing the NAVD 88
 TG1107.geopotential number by the normal gravity value computed on the
 TG1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1107.degrees latitude (g = 980.6199 gals.).
 TG1107
 TG1107.The modeled gravity was interpolated from observed gravity values.
 TG1107
 TG1107;                    North         East    Units  Estimated Accuracy
 TG1107;SPC ND N     -   183,430.      401,710.      MT  (+/- 180 meters Scaled)
 TG1107
 TG1107                          SUPERSEDED SURVEY CONTROL
 TG1107
 TG1107  NGVD 29 (??/??/92)  694.522  (m)         2278.61   (f) ADJ UNCH    2 0
 TG1107
 TG1107.Superseded values are not recommended for survey control.
 TG1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1107.See file dsdata.txt to determine how the superseded data were derived.
 TG1107
 TG1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP333866(NAD 83)
 TG1107_MARKER: DB = BENCH MARK DISK
 TG1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1107_STAMPING: K 333 1935
 TG1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1107+STABILITY: SURFACE MOTION
 TG1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1107+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 TG1107
 TG1107  HISTORY     - Date     Condition        Report By
 TG1107  HISTORY     - 1935     MONUMENTED       CGS
 TG1107  HISTORY     - 1974     GOOD             USGS
 TG1107  HISTORY     - 20041019 GOOD             NDWC
 TG1107
 TG1107                          STATION DESCRIPTION
 TG1107
 TG1107'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG1107'1.15 MI SW FROM WILDROSE.
 TG1107'FROM THE POST OFFICE IN WILDROSE GO SOUTH 0.3 MI. THENCE WEST 0.25 MI.
 TG1107'TO PAVED COUNTY ROAD, THENCE SOUTH 0.6 MI. TO CROSSROADS, 80 FEET WEST
 TG1107'OF THE CENTERLINE OF THE HIGHWAY, AND 38 FEET NORTH OF THE CENTERLINE
 TG1107'OF THE ROAD.  A STANDARD CAP SET IN A CONCRETE POST PROJECTING ABOUT
 TG1107'0.4 FT. ABOVE THE GROUND.
 TG1107
 TG1107                          STATION RECOVERY (2004)
 TG1107
 TG1107'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1087 ***********************************************************************
 TF1087  DESIGNATION -  K 334
 TF1087  PID         -  TF1087
 TF1087  STATE/COUNTY-  ND/MCHENRY
 TF1087  USGS QUAD   -  DEERING (1949)
 TF1087
 TF1087                         *CURRENT SURVEY CONTROL
 TF1087  ___________________________________________________________________
 TF1087* NAD 83(1986)-  48 23 52.     (N)    101 02 59.     (W)     SCALED    
 TF1087* NAVD 88     -       470.471  (meters)    1543.54   (feet)  ADJUSTED  
 TF1087  ___________________________________________________________________
 TF1087  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF1087  DYNAMIC HT  -         470.566 (meters)    1543.85  (feet)  COMP
 TF1087  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 TF1087
 TF1087  VERT ORDER  -  SECOND    CLASS 0
 TF1087
 TF1087.The horizontal coordinates were scaled from a topographic map and have
 TF1087.an estimated accuracy of +/- 6 seconds.
 TF1087
 TF1087.The orthometric height was determined by differential leveling
 TF1087.and adjusted by the National Geodetic Survey in June 1991..
 TF1087
 TF1087.The geoid height was determined by GEOID03.
 TF1087
 TF1087.The dynamic height is computed by dividing the NAVD 88
 TF1087.geopotential number by the normal gravity value computed on the
 TF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1087.degrees latitude (g = 980.6199 gals.).
 TF1087
 TF1087.The modeled gravity was interpolated from observed gravity values.
 TF1087
 TF1087;                    North         East    Units  Estimated Accuracy
 TF1087;SPC ND N     -   155,550.      559,300.      MT  (+/- 180 meters Scaled)
 TF1087
 TF1087                          SUPERSEDED SURVEY CONTROL
 TF1087
 TF1087  NGVD 29 (??/??/92)  470.107  (m)         1542.34   (f) ADJ UNCH    2 0
 TF1087
 TF1087.Superseded values are not recommended for survey control.
 TF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1087.See file dsdata.txt to determine how the superseded data were derived.
 TF1087
 TF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU482625(NAD 83)
 TF1087_MARKER: DB = BENCH MARK DISK
 TF1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1087_STAMPING: K-334 1935
 TF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1087+STABILITY: SURFACE MOTION
 TF1087
 TF1087  HISTORY     - Date     Condition        Report By
 TF1087  HISTORY     - 1935     MONUMENTED       CGS
 TF1087
 TF1087                          STATION DESCRIPTION
 TF1087
 TF1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1087'IN DEERING.
 TF1087'AT STREET CROSSING, 200 FT NORTH OF DEPOT.  SET IN POST, 60 FT WEST OF
 TF1087'CENTERLINE OF MAIN TRACKS, 58 FT SOUTH OF CENTERLINE OF ROAD AND 54 FT
 TF1087'NORTHWEST OF REFUELING STATION ON WEST SIDE OF SIDE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0782 ***********************************************************************
 TF0782  DESIGNATION -  K 335 RESET
 TF0782  PID         -  TF0782
 TF0782  STATE/COUNTY-  ND/BOTTINEAU
 TF0782  USGS QUAD   -  LANSFORD SE (1949)
 TF0782
 TF0782                         *CURRENT SURVEY CONTROL
 TF0782  ___________________________________________________________________
 TF0782* NAD 83(1986)-  48 33 46.     (N)    101 17 57.     (W)     SCALED    
 TF0782* NAVD 88     -       476.02   (+/-2cm)    1561.7    (feet)  VERTCON   
 TF0782  ___________________________________________________________________
 TF0782  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 TF0782
 TF0782  VERT ORDER  -  THIRD (See Below)
 TF0782
 TF0782.The horizontal coordinates were scaled from a topographic map and have
 TF0782.an estimated accuracy of +/- 6 seconds.
 TF0782
 TF0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0782.The vertical order pertains to the NGVD 29 superseded value.
 TF0782
 TF0782.The geoid height was determined by GEOID03.
 TF0782
 TF0782;                    North         East    Units  Estimated Accuracy
 TF0782;SPC ND N     -   174,060.      541,020.      MT  (+/- 180 meters Scaled)
 TF0782
 TF0782                          SUPERSEDED SURVEY CONTROL
 TF0782
 TF0782  NGVD 29 (11/04/04)  475.67   (m)         1560.6    (f) RESET       3  
 TF0782
 TF0782.Superseded values are not recommended for survey control.
 TF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0782.See file dsdata.txt to determine how the superseded data were derived.
 TF0782
 TF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU303814(NAD 83)
 TF0782_MARKER: DB = BENCH MARK DISK
 TF0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0782_STAMPING: K 335 RESET 1966
 TF0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0782+STABILITY: SURFACE MOTION
 TF0782
 TF0782  HISTORY     - Date     Condition        Report By
 TF0782  HISTORY     - 1966     MONUMENTED       CGS
 TF0782  HISTORY     - 1973     GOOD             NDSU
 TF0782
 TF0782                          STATION DESCRIPTION
 TF0782
 TF0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0782'0.6 MI S FROM FORFAR.
 TF0782'ABOUT 0.6 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 TF0782'GREAT NORTHERN RAILWAY AT FORFAR, 108 FEET EAST OF THE CENTERLINE OF
 TF0782'U.S. HIGHWAY 83, 2 FEET WEST OF A METAL WITNESS POST, AND IS SET IN
 TF0782'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 TF0782
 TF0782                          STATION RECOVERY (1973)
 TF0782
 TF0782'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1973
 TF0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1441 ***********************************************************************
 TF1441  DESIGNATION -  K 336 RESET
 TF1441  PID         -  TF1441
 TF1441  STATE/COUNTY-  ND/RENVILLE
 TF1441  USGS QUAD   -  GRANO (1949)
 TF1441
 TF1441                         *CURRENT SURVEY CONTROL
 TF1441  ___________________________________________________________________
 TF1441* NAD 83(1986)-  48 37 12.     (N)    101 31 02.     (W)     SCALED    
 TF1441* NAVD 88     -       513.990  (meters)    1686.32   (feet)  ADJUSTED  
 TF1441  ___________________________________________________________________
 TF1441  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 TF1441  DYNAMIC HT  -         514.094 (meters)    1686.66  (feet)  COMP
 TF1441  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TF1441
 TF1441  VERT ORDER  -  SECOND    CLASS 0
 TF1441
 TF1441.The horizontal coordinates were scaled from a topographic map and have
 TF1441.an estimated accuracy of +/- 6 seconds.
 TF1441
 TF1441.The orthometric height was determined by differential leveling
 TF1441.and adjusted by the National Geodetic Survey in June 1991..
 TF1441
 TF1441.The geoid height was determined by GEOID03.
 TF1441
 TF1441.The dynamic height is computed by dividing the NAVD 88
 TF1441.geopotential number by the normal gravity value computed on the
 TF1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1441.degrees latitude (g = 980.6199 gals.).
 TF1441
 TF1441.The modeled gravity was interpolated from observed gravity values.
 TF1441
 TF1441;                    North         East    Units  Estimated Accuracy
 TF1441;SPC ND N     -   180,610.      525,010.      MT  (+/- 180 meters Scaled)
 TF1441
 TF1441                          SUPERSEDED SURVEY CONTROL
 TF1441
 TF1441  NGVD 29 (??/??/92)  513.651  (m)         1685.20   (f) ADJ UNCH    2 0
 TF1441
 TF1441.Superseded values are not recommended for survey control.
 TF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1441.See file dsdata.txt to determine how the superseded data were derived.
 TF1441
 TF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU144882(NAD 83)
 TF1441_MARKER: DB = BENCH MARK DISK
 TF1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1441_STAMPING: K 336 1935 RESET 1963
 TF1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1441+STABILITY: SURFACE MOTION
 TF1441
 TF1441  HISTORY     - Date     Condition        Report By
 TF1441  HISTORY     - 1963     MONUMENTED       CGS
 TF1441
 TF1441                          STATION DESCRIPTION
 TF1441
 TF1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1441'3.25 MI E FROM GRANO.
 TF1441'ABOUT 3.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1441'GRANO, IN SECTION 4, T 159 N, R 84 W, 93 FEET SOUTHWEST OF THE
 TF1441'CROSSING OF STATE HIGHWAY 9, 7 POLES WEST OF MILE POST 573, 26 FEET
 TF1441'SOUTH OF THE SOUTH RAIL, 84 FEET WEST OF THE CENTER LINE OF THE
 TF1441'HIGHWAY, 47 FEET NORTH OF A POWER POLE, 0.9 FEET WEST OF A METAL
 TF1441'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND HIGHWAY AND SET IN THE
 TF1441'TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1591 ***********************************************************************
 TF1591  DESIGNATION -  K 337
 TF1591  PID         -  TF1591
 TF1591  STATE/COUNTY-  ND/WARD
 TF1591  USGS QUAD   -  TOLLEY SE (1949)
 TF1591
 TF1591                         *CURRENT SURVEY CONTROL
 TF1591  ___________________________________________________________________
 TF1591* NAD 83(1986)-  48 36 16.     (N)    101 51 53.     (W)     SCALED    
 TF1591* NAVD 88     -       578.663  (meters)    1898.50   (feet)  ADJUSTED  
 TF1591  ___________________________________________________________________
 TF1591  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 TF1591  DYNAMIC HT  -         578.773 (meters)    1898.86  (feet)  COMP
 TF1591  MODELED GRAV-     980,783.2   (mgal)                       NAVD 88
 TF1591
 TF1591  VERT ORDER  -  SECOND    CLASS 0
 TF1591
 TF1591.The horizontal coordinates were scaled from a topographic map and have
 TF1591.an estimated accuracy of +/- 6 seconds.
 TF1591
 TF1591.The orthometric height was determined by differential leveling
 TF1591.and adjusted by the National Geodetic Survey in June 1991..
 TF1591
 TF1591.The geoid height was determined by GEOID03.
 TF1591
 TF1591.The dynamic height is computed by dividing the NAVD 88
 TF1591.geopotential number by the normal gravity value computed on the
 TF1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1591.degrees latitude (g = 980.6199 gals.).
 TF1591
 TF1591.The modeled gravity was interpolated from observed gravity values.
 TF1591
 TF1591;                    North         East    Units  Estimated Accuracy
 TF1591;SPC ND N     -   179,280.      499,360.      MT  (+/- 180 meters Scaled)
 TF1591
 TF1591                          SUPERSEDED SURVEY CONTROL
 TF1591
 TF1591  NGVD 29 (??/??/92)  578.281  (m)         1897.24   (f) ADJ UNCH    2 0
 TF1591
 TF1591.Superseded values are not recommended for survey control.
 TF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1591.See file dsdata.txt to determine how the superseded data were derived.
 TF1591
 TF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU888874(NAD 83)
 TF1591_MARKER: DB = BENCH MARK DISK
 TF1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1591_STAMPING: K 337 1935
 TF1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1591+STABILITY: SURFACE MOTION
 TF1591
 TF1591  HISTORY     - Date     Condition        Report By
 TF1591  HISTORY     - 1935     MONUMENTED       CGS
 TF1591  HISTORY     - 1963     GOOD             NGS
 TF1591
 TF1591                          STATION DESCRIPTION
 TF1591
 TF1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1591'9.25 MI N FROM DONNYBROOK.
 TF1591'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1591'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1591'THENCE 1.0 MILE WEST ALONG A FIELD ROAD, THENCE 2.0 MILES NORTH ALONG
 TF1591'A TRACK ROAD, ABOUT 0.1 MILE WEST OF FOUR LONE TREES, 69 FEET
 TF1591'NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 57 FEET NORTH OF
 TF1591'THE CENTER LINE OF A TRACK ROAD, 37 1/2 FEET WEST OF THE CENTER LINE
 TF1591'OF A TRACK ROAD, 9.5 FEET EAST OF A METAL WITNESS POST, AND SET IN THE
 TF1591'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0287 ***********************************************************************
 TG0287  DESIGNATION -  K 338 RESET
 TG0287  PID         -  TG0287
 TG0287  STATE/COUNTY-  ND/BURKE
 TG0287  USGS QUAD   -  BOWBELLS (1947)
 TG0287
 TG0287                         *CURRENT SURVEY CONTROL
 TG0287  ___________________________________________________________________
 TG0287* NAD 83(1986)-  48 48 25.     (N)    102 09 09.     (W)     SCALED    
 TG0287* NAVD 88     -       585.853  (meters)    1922.09   (feet)  ADJUSTED  
 TG0287  ___________________________________________________________________
 TG0287  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TG0287  DYNAMIC HT  -         585.975 (meters)    1922.49  (feet)  COMP
 TG0287  MODELED GRAV-     980,799.1   (mgal)                       NAVD 88
 TG0287
 TG0287  VERT ORDER  -  SECOND    CLASS 0
 TG0287
 TG0287.The horizontal coordinates were scaled from a topographic map and have
 TG0287.an estimated accuracy of +/- 6 seconds.
 TG0287
 TG0287.The orthometric height was determined by differential leveling
 TG0287.and adjusted by the National Geodetic Survey in June 1991..
 TG0287
 TG0287.The geoid height was determined by GEOID03.
 TG0287
 TG0287.The dynamic height is computed by dividing the NAVD 88
 TG0287.geopotential number by the normal gravity value computed on the
 TG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0287.degrees latitude (g = 980.6199 gals.).
 TG0287
 TG0287.The modeled gravity was interpolated from observed gravity values.
 TG0287
 TG0287;                    North         East    Units  Estimated Accuracy
 TG0287;SPC ND N     -   202,210.      478,620.      MT  (+/- 180 meters Scaled)
 TG0287
 TG0287                          SUPERSEDED SURVEY CONTROL
 TG0287
 TG0287  NGVD 29 (??/??/92)  585.448  (m)         1920.76   (f) ADJ UNCH    2 0
 TG0287
 TG0287.Superseded values are not recommended for survey control.
 TG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0287.See file dsdata.txt to determine how the superseded data were derived.
 TG0287
 TG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ090099(NAD 83)
 TG0287_MARKER: DB = BENCH MARK DISK
 TG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0287_STAMPING: K 338 1935 RESET 1955
 TG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0287+STABILITY: SURFACE MOTION
 TG0287
 TG0287  HISTORY     - Date     Condition        Report By
 TG0287  HISTORY     - 1955     MONUMENTED       CGS
 TG0287  HISTORY     - 1963     GOOD             NGS
 TG0287  HISTORY     - 1983     GOOD             NGS
 TG0287
 TG0287                          STATION DESCRIPTION
 TG0287
 TG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0287'4.6 MI E FROM BOWBELLS.
 TG0287'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0287'STATION AT BOWBELLS, THENCE 4.0 MILES EAST ALONG U.S. HIGHWAY 52 AND
 TG0287'STATE HIGHWAY 5, IN SECTION 30, T 162 N, R 88 W, 109 FEET NORTHWEST OF
 TG0287'THE CENTER OF A ROAD INTERSECTION, 76 FEET NORTH OF THE CENTER LINE OF
 TG0287'THE HIGHWAY, 82 FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 1.6
 TG0287'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 TG0287'SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 TG0287
 TG0287                          STATION RECOVERY (1983)
 TG0287
 TG0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0287'THIS MARK IS DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1734 ***********************************************************************
 TG1734  DESIGNATION -  K 338 RESET
 TG1734  PID         -  TG1734
 TG1734  STATE/COUNTY-  ND/BURKE
 TG1734  USGS QUAD   -  BOWBELLS (1947)
 TG1734
 TG1734                         *CURRENT SURVEY CONTROL
 TG1734  ___________________________________________________________________
 TG1734* NAD 83(1986)-  48 48 25.     (N)    102 09 09.     (W)     SCALED    
 TG1734* NAVD 88     -       585.80   (meters)    1921.9    (feet)  RESET     
 TG1734  ___________________________________________________________________
 TG1734  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 TG1734
 TG1734  VERT ORDER  -  THIRD
 TG1734
 TG1734.The horizontal coordinates were scaled from a topographic map and have
 TG1734.an estimated accuracy of +/- 6 seconds.
 TG1734
 TG1734.The orthometric height was computed from unverified reset data.
 TG1734.No vertical observational check was made to the station.
 TG1734
 TG1734.The geoid height was determined by GEOID03.
 TG1734
 TG1734;                    North         East    Units  Estimated Accuracy
 TG1734;SPC ND N     -   202,210.      478,620.      MT  (+/- 180 meters Scaled)
 TG1734
 TG1734                          SUPERSEDED SURVEY CONTROL
 TG1734
 TG1734  NGVD 29 (11/04/04)  585.39   (m)         1920.6    (f) RESET       3  
 TG1734
 TG1734.Superseded values are not recommended for survey control.
 TG1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1734.See file dsdata.txt to determine how the superseded data were derived.
 TG1734
 TG1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ090099(NAD 83)
 TG1734_MARKER: DB = BENCH MARK DISK
 TG1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1734_STAMPING: K 338 RESET 1983
 TG1734_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1734+STABILITY: SURFACE MOTION
 TG1734
 TG1734  HISTORY     - Date     Condition        Report By
 TG1734  HISTORY     - 1983     MONUMENTED       NGS
 TG1734
 TG1734                          STATION DESCRIPTION
 TG1734
 TG1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1734'7.3 KM (4.55 MI) EAST FROM BOWBELLS.
 TG1734'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1734'IN BOWBELLS, THENCE 6.4 KM (4.0 MI) EAST ALONG HIGHWAY 52,
 TG1734'51.0 METERS (167.5 FEET) WEST OF THE CENTER OF A GRAVELED ROAD, AND
 TG1734'30.5 METERS (100.0 FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TG1734'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0627 ***********************************************************************
 TF0627  DESIGNATION -  K 339
 TF0627  PID         -  TF0627
 TF0627  STATE/COUNTY-  ND/BOTTINEAU
 TF0627  USGS QUAD   -  RENVILLE (1950)
 TF0627
 TF0627                         *CURRENT SURVEY CONTROL
 TF0627  ___________________________________________________________________
 TF0627* NAD 83(1986)-  48 45 46.     (N)    101 16 42.     (W)     SCALED    
 TF0627* NAVD 88     -       466.145  (meters)    1529.34   (feet)  ADJUSTED  
 TF0627  ___________________________________________________________________
 TF0627  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TF0627  DYNAMIC HT  -         466.247 (meters)    1529.68  (feet)  COMP
 TF0627  MODELED GRAV-     980,815.7   (mgal)                       NAVD 88
 TF0627
 TF0627  VERT ORDER  -  SECOND    CLASS 0
 TF0627
 TF0627.The horizontal coordinates were scaled from a topographic map and have
 TF0627.an estimated accuracy of +/- 6 seconds.
 TF0627
 TF0627.The orthometric height was determined by differential leveling
 TF0627.and adjusted by the National Geodetic Survey in June 1991..
 TF0627
 TF0627.The geoid height was determined by GEOID03.
 TF0627
 TF0627.The dynamic height is computed by dividing the NAVD 88
 TF0627.geopotential number by the normal gravity value computed on the
 TF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0627.degrees latitude (g = 980.6199 gals.).
 TF0627
 TF0627.The modeled gravity was interpolated from observed gravity values.
 TF0627
 TF0627;                    North         East    Units  Estimated Accuracy
 TF0627;SPC ND N     -   196,290.      542,780.      MT  (+/- 180 meters Scaled)
 TF0627
 TF0627                          SUPERSEDED SURVEY CONTROL
 TF0627
 TF0627  NGVD 29 (??/??/92)  465.792  (m)         1528.19   (f) ADJ UNCH    2 0
 TF0627
 TF0627.Superseded values are not recommended for survey control.
 TF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0627.See file dsdata.txt to determine how the superseded data were derived.
 TF0627
 TF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV325035(NAD 83)
 TF0627_MARKER: DB = BENCH MARK DISK
 TF0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0627_STAMPING: K 339 1935
 TF0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0627+STABILITY: SURFACE MOTION
 TF0627
 TF0627  HISTORY     - Date     Condition        Report By
 TF0627  HISTORY     - 1935     MONUMENTED       CGS
 TF0627  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0627
 TF0627                          STATION DESCRIPTION
 TF0627
 TF0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0627'10.6 MI E FROM MOHALL.
 TF0627'IN BOTTINEAU COUNTY, 10.6 MILES EAST ALONG STATE HIGHWAY 5 AND U.S.
 TF0627'HIGHWAY 83 FROM THE CITY WATER TOWER AT MOHALL, RENVILLE COUNTY, IN
 TF0627'THE SOUTHWEST QUARTER OF A ROAD INTERSECTION, 25 FEET SOUTH OF THE
 TF0627'CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTERLINE OF THE CROSS
 TF0627'ROAD, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 TF0627'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 339 1935 AND SET
 TF0627'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0513 ***********************************************************************
 RP0513  DESIGNATION -  K 34
 RP0513  PID         -  RP0513
 RP0513  STATE/COUNTY-  ND/SARGENT
 RP0513  USGS QUAD   -  COGSWELL (1957)
 RP0513
 RP0513                         *CURRENT SURVEY CONTROL
 RP0513  ___________________________________________________________________
 RP0513* NAD 83(1986)-  46 02 41.     (N)    097 45 17.     (W)     SCALED    
 RP0513* NAVD 88     -       397.769  (meters)    1305.01   (feet)  ADJUSTED  
 RP0513  ___________________________________________________________________
 RP0513  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 RP0513  DYNAMIC HT  -         397.758 (meters)    1304.98  (feet)  COMP
 RP0513  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 RP0513
 RP0513  VERT ORDER  -  SECOND    CLASS 0
 RP0513
 RP0513.The horizontal coordinates were scaled from a topographic map and have
 RP0513.an estimated accuracy of +/- 6 seconds.
 RP0513
 RP0513.The orthometric height was determined by differential leveling
 RP0513.and adjusted by the National Geodetic Survey in June 1991..
 RP0513
 RP0513.The geoid height was determined by GEOID03.
 RP0513
 RP0513.The dynamic height is computed by dividing the NAVD 88
 RP0513.geopotential number by the normal gravity value computed on the
 RP0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0513.degrees latitude (g = 980.6199 gals.).
 RP0513
 RP0513.The modeled gravity was interpolated from observed gravity values.
 RP0513
 RP0513;                    North         East    Units  Estimated Accuracy
 RP0513;SPC ND S     -    45,740.      812,450.      MT  (+/- 180 meters Scaled)
 RP0513
 RP0513                          SUPERSEDED SURVEY CONTROL
 RP0513
 RP0513  NGVD 29 (??/??/92)  397.465  (m)         1304.02   (f) ADJ UNCH    2 0
 RP0513
 RP0513.Superseded values are not recommended for survey control.
 RP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0513.See file dsdata.txt to determine how the superseded data were derived.
 RP0513
 RP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR963997(NAD 83)
 RP0513_MARKER: DB = BENCH MARK DISK
 RP0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0513_STAMPING: K 34 1934
 RP0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0513+STABILITY: SURFACE MOTION
 RP0513
 RP0513  HISTORY     - Date     Condition        Report By
 RP0513  HISTORY     - 1934     MONUMENTED       CGS
 RP0513  HISTORY     - 20000719 GOOD             NDHD
 RP0513
 RP0513                          STATION DESCRIPTION
 RP0513
 RP0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0513'7.0 MI E FROM STRAUBVILLE.
 RP0513'7.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0513'STRAUBVILLE, SARGENT COUNTY, 35 FEET NORTH OF THE STATION SIGNBOARD AT
 RP0513'BROOKLAND, ABOUT 12 POLES EAST OF MILEPOST 12, ABOUT 600 FEET EAST OF
 RP0513'THE CENTER OF A PUBLIC CROSSING, 68 FEET NORTH OF THE CENTER LINE OF
 RP0513'THE TRACK, 38 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 28 FEET WEST OF A
 RP0513'POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RP0513'K 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RP0513
 RP0513                          STATION RECOVERY (2000)
 RP0513
 RP0513'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 RP0513'STAMPED 'K 34 1934'
 RP0513'6.8 MILES WEST ON ND 11, FROM JCT. OF ND 11/ND 32 TO COGSWELL. TURN
 RP0513'OFF SOUTH ON SARGENT CO. ROAD 4.THEN EAST ON PUBLIC ROAD 1.0 MILES.
 RP0513'SOUTH ON PUBLIC ROAD 0.5 MILES. EAST ABOUT 1100FT ON ABANDONED RR BED.
 RP0513'NORTH OF CENTER LINE OF RR BED ABOUT 65FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0029 ***********************************************************************
 TF0029  DESIGNATION -  K 340
 TF0029  PID         -  TF0029
 TF0029  STATE/COUNTY-  ND/BOTTINEAU
 TF0029  USGS QUAD   -  BOTTINEAU (1981)
 TF0029
 TF0029                         *CURRENT SURVEY CONTROL
 TF0029  ___________________________________________________________________
 TF0029* NAD 83(1986)-  48 49 46.     (N)    100 26 46.     (W)     SCALED    
 TF0029* NAVD 88     -       498.631  (meters)    1635.93   (feet)  ADJUSTED  
 TF0029  ___________________________________________________________________
 TF0029  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0029  DYNAMIC HT  -         498.748 (meters)    1636.31  (feet)  COMP
 TF0029  MODELED GRAV-     980,829.8   (mgal)                       NAVD 88
 TF0029
 TF0029  VERT ORDER  -  SECOND    CLASS 0
 TF0029
 TF0029.The horizontal coordinates were scaled from a topographic map and have
 TF0029.an estimated accuracy of +/- 6 seconds.
 TF0029
 TF0029.The orthometric height was determined by differential leveling
 TF0029.and adjusted by the National Geodetic Survey in June 1991..
 TF0029
 TF0029.The geoid height was determined by GEOID03.
 TF0029
 TF0029.The dynamic height is computed by dividing the NAVD 88
 TF0029.geopotential number by the normal gravity value computed on the
 TF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0029.degrees latitude (g = 980.6199 gals.).
 TF0029
 TF0029.The modeled gravity was interpolated from observed gravity values.
 TF0029
 TF0029;                    North         East    Units  Estimated Accuracy
 TF0029;SPC ND N     -   203,410.      603,960.      MT  (+/- 180 meters Scaled)
 TF0029
 TF0029                          SUPERSEDED SURVEY CONTROL
 TF0029
 TF0029  NGVD 29 (??/??/92)  498.232  (m)         1634.62   (f) ADJ UNCH    2 0
 TF0029
 TF0029.Superseded values are not recommended for survey control.
 TF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0029.See file dsdata.txt to determine how the superseded data were derived.
 TF0029
 TF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV938095(NAD 83)
 TF0029_MARKER: DB = BENCH MARK DISK
 TF0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0029_SP_SET: PEDESTAL STONE
 TF0029_STAMPING: K 340 1935
 TF0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0029
 TF0029  HISTORY     - Date     Condition        Report By
 TF0029  HISTORY     - 1935     MONUMENTED       CGS
 TF0029  HISTORY     - 1940     GOOD             NGS
 TF0029
 TF0029                          STATION DESCRIPTION
 TF0029
 TF0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0029'IN BOTTINEAU.
 TF0029'AT BOTTINEAU, BOTTINEAU COUNTY, AT THE CITY WATER TANK, IN THE TOP OF
 TF0029'THE SOUTHWEST PEDESTAL STONE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 TF0029'POST, AND 3 FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED K
 TF0029'340 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1661 ***********************************************************************
 TF1661  DESIGNATION -  K 341
 TF1661  PID         -  TF1661
 TF1661  STATE/COUNTY-  ND/RENVILLE
 TF1661  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF1661
 TF1661                         *CURRENT SURVEY CONTROL
 TF1661  ___________________________________________________________________
 TF1661* NAD 83(1986)-  48 57 59.     (N)    101 58 39.     (W)     SCALED    
 TF1661* NAVD 88     -       551.178  (meters)    1808.32   (feet)  ADJUSTED  
 TF1661  ___________________________________________________________________
 TF1661  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 TF1661  DYNAMIC HT  -         551.303 (meters)    1808.73  (feet)  COMP
 TF1661  MODELED GRAV-     980,819.3   (mgal)                       NAVD 88
 TF1661
 TF1661  VERT ORDER  -  SECOND    CLASS 0
 TF1661
 TF1661.The horizontal coordinates were scaled from a topographic map and have
 TF1661.an estimated accuracy of +/- 6 seconds.
 TF1661
 TF1661.The orthometric height was determined by differential leveling
 TF1661.and adjusted by the National Geodetic Survey in June 1991..
 TF1661
 TF1661.The geoid height was determined by GEOID03.
 TF1661
 TF1661.The dynamic height is computed by dividing the NAVD 88
 TF1661.geopotential number by the normal gravity value computed on the
 TF1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1661.degrees latitude (g = 980.6199 gals.).
 TF1661
 TF1661.The modeled gravity was interpolated from observed gravity values.
 TF1661
 TF1661;                    North         East    Units  Estimated Accuracy
 TF1661;SPC ND N     -   219,680.      491,820.      MT  (+/- 180 meters Scaled)
 TF1661
 TF1661                          SUPERSEDED SURVEY CONTROL
 TF1661
 TF1661  NGVD 29 (??/??/92)  550.794  (m)         1807.06   (f) ADJ UNCH    2 0
 TF1661
 TF1661.Superseded values are not recommended for survey control.
 TF1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1661.See file dsdata.txt to determine how the superseded data were derived.
 TF1661
 TF1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV820279(NAD 83)
 TF1661_MARKER: DB = BENCH MARK DISK
 TF1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1661_STAMPING: K 341 1935
 TF1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1661+STABILITY: SURFACE MOTION
 TF1661
 TF1661  HISTORY     - Date     Condition        Report By
 TF1661  HISTORY     - 1935     MONUMENTED       CGS
 TF1661
 TF1661                          STATION DESCRIPTION
 TF1661
 TF1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1661'0.5 MI N FROM SHERWOOD.
 TF1661'0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1661'STATION AT SHERWOOD, RENVILLE COUNTY, 16.0 MILES WEST ALONG A
 TF1661'SECTION-LINE ROAD.  IN THE NORTHEAST QUARTER OF A ROAD INTERSECTION,
 TF1661'35 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET
 TF1661'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 3.5 FEET NORTHWEST
 TF1661'OF A POLE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 341
 TF1661'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0785 ***********************************************************************
 TF0785  DESIGNATION -  K 342
 TF0785  PID         -  TF0785
 TF0785  STATE/COUNTY-  ND/BOTTINEAU
 TF0785  USGS QUAD   -  MAXBASS (1949)
 TF0785
 TF0785                         *CURRENT SURVEY CONTROL
 TF0785  ___________________________________________________________________
 TF0785* NAD 83(1986)-  48 42 17.     (N)    101 08 49.     (W)     SCALED    
 TF0785* NAVD 88     -       458.696  (meters)    1504.91   (feet)  ADJUSTED  
 TF0785  ___________________________________________________________________
 TF0785  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0785  DYNAMIC HT  -         458.794 (meters)    1505.23  (feet)  COMP
 TF0785  MODELED GRAV-     980,810.2   (mgal)                       NAVD 88
 TF0785
 TF0785  VERT ORDER  -  SECOND    CLASS 0
 TF0785
 TF0785.The horizontal coordinates were scaled from a topographic map and have
 TF0785.an estimated accuracy of +/- 6 seconds.
 TF0785
 TF0785.The orthometric height was determined by differential leveling
 TF0785.and adjusted by the National Geodetic Survey in June 1991..
 TF0785
 TF0785.The geoid height was determined by GEOID03.
 TF0785
 TF0785.The dynamic height is computed by dividing the NAVD 88
 TF0785.geopotential number by the normal gravity value computed on the
 TF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0785.degrees latitude (g = 980.6199 gals.).
 TF0785
 TF0785.The modeled gravity was interpolated from observed gravity values.
 TF0785
 TF0785;                    North         East    Units  Estimated Accuracy
 TF0785;SPC ND N     -   189,740.      552,380.      MT  (+/- 180 meters Scaled)
 TF0785
 TF0785                          SUPERSEDED SURVEY CONTROL
 TF0785
 TF0785  NGVD 29 (??/??/92)  458.334  (m)         1503.72   (f) ADJ UNCH    2 0
 TF0785
 TF0785.Superseded values are not recommended for survey control.
 TF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0785.See file dsdata.txt to determine how the superseded data were derived.
 TF0785
 TF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU420968(NAD 83)
 TF0785_MARKER: DB = BENCH MARK DISK
 TF0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0785_STAMPING: K 342 1935
 TF0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0785+STABILITY: SURFACE MOTION
 TF0785
 TF0785  HISTORY     - Date     Condition        Report By
 TF0785  HISTORY     - 1935     MONUMENTED       CGS
 TF0785  HISTORY     - 1940     GOOD             NGS
 TF0785
 TF0785                          STATION DESCRIPTION
 TF0785
 TF0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0785'1.1 MI S FROM MAXBASS.
 TF0785'1.1 MILES SOUTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION
 TF0785'AT MAXBASS, BOTTINEAU COUNTY, IN THE SOUTHEAST QUARTER OF A ROAD
 TF0785'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF0785'ROAD, 28 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 4
 TF0785'FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A POWER LINE POLE, 1
 TF0785'FOOT EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A
 TF0785'STANDARD DISK, STAMPED K 342 1935 AND SET IN THE TOP OF A CONCRETE
 TF0785'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1472 ***********************************************************************
 TF1472  DESIGNATION -  K 343
 TF1472  PID         -  TF1472
 TF1472  STATE/COUNTY-  ND/RENVILLE
 TF1472  USGS QUAD   -  GRANO NE (1949)
 TF1472
 TF1472                         *CURRENT SURVEY CONTROL
 TF1472  ___________________________________________________________________
 TF1472* NAD 83(1986)-  48 44 04.     (N)    101 31 06.     (W)     SCALED    
 TF1472* NAVD 88     -       502.412  (meters)    1648.33   (feet)  ADJUSTED  
 TF1472  ___________________________________________________________________
 TF1472  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 TF1472  DYNAMIC HT  -         502.519 (meters)    1648.68  (feet)  COMP
 TF1472  MODELED GRAV-     980,806.2   (mgal)                       NAVD 88
 TF1472
 TF1472  VERT ORDER  -  SECOND    CLASS 0
 TF1472
 TF1472.The horizontal coordinates were scaled from a topographic map and have
 TF1472.an estimated accuracy of +/- 6 seconds.
 TF1472
 TF1472.The orthometric height was determined by differential leveling
 TF1472.and adjusted by the National Geodetic Survey in June 1991..
 TF1472
 TF1472.The geoid height was determined by GEOID03.
 TF1472
 TF1472.The dynamic height is computed by dividing the NAVD 88
 TF1472.geopotential number by the normal gravity value computed on the
 TF1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1472.degrees latitude (g = 980.6199 gals.).
 TF1472
 TF1472.The modeled gravity was interpolated from observed gravity values.
 TF1472
 TF1472;                    North         East    Units  Estimated Accuracy
 TF1472;SPC ND N     -   193,340.      525,090.      MT  (+/- 180 meters Scaled)
 TF1472
 TF1472                          SUPERSEDED SURVEY CONTROL
 TF1472
 TF1472  NGVD 29 (??/??/92)  502.03   (m)         1647.1    (f) COMPUTED    2 0
 TF1472
 TF1472.Superseded values are not recommended for survey control.
 TF1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1472.See file dsdata.txt to determine how the superseded data were derived.
 TF1472
 TF1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV148009(NAD 83)
 TF1472_MARKER: DB = BENCH MARK DISK
 TF1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1472_STAMPING: K 343 1935
 TF1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1472+STABILITY: SURFACE MOTION
 TF1472
 TF1472  HISTORY     - Date     Condition        Report By
 TF1472  HISTORY     - 1935     MONUMENTED       CGS
 TF1472  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1472
 TF1472                          STATION DESCRIPTION
 TF1472
 TF1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1472'2.0 MI S FROM MOHALL.
 TF1472'2.0 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE INTERSECTION OF
 TF1472'STATE HIGHWAY 5 AT MOHALL, RENVILLE COUNTY, IN THE NORTHEAST QUARTER
 TF1472'OF A ROAD INTERSECTION, 45 FEET EAST OF THE CENTERLINE OF THE
 TF1472'NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE
 TF1472'EAST-AND-WEST ROAD, 12 FEET EAST OF A FENCE CORNER, AND LEVEL WITH THE
 TF1472'ROAD.  A STANDARD DISK, STAMPED K 343 1935 AND SET IN THE TOP OF A
 TF1472'CONCRETE POST.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED WHEN THE ROAD
 TF1472'WAS WIDENED BY THE STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0551 ***********************************************************************
 TF0551  DESIGNATION -  K 344
 TF0551  PID         -  TF0551
 TF0551  STATE/COUNTY-  ND/BOTTINEAU
 TF0551  USGS QUAD   -  NEWBURG (1950)
 TF0551
 TF0551                         *CURRENT SURVEY CONTROL
 TF0551  ___________________________________________________________________
 TF0551* NAD 83(1986)-  48 43 10.     (N)    100 58 19.     (W)     SCALED    
 TF0551* NAVD 88     -       450.343  (meters)    1477.50   (feet)  ADJUSTED  
 TF0551  ___________________________________________________________________
 TF0551  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 TF0551  DYNAMIC HT  -         450.441 (meters)    1477.82  (feet)  COMP
 TF0551  MODELED GRAV-     980,814.2   (mgal)                       NAVD 88
 TF0551
 TF0551  VERT ORDER  -  SECOND    CLASS 0
 TF0551
 TF0551.The horizontal coordinates were scaled from a topographic map and have
 TF0551.an estimated accuracy of +/- 6 seconds.
 TF0551
 TF0551.The orthometric height was determined by differential leveling
 TF0551.and adjusted by the National Geodetic Survey in June 1991..
 TF0551
 TF0551.The geoid height was determined by GEOID03.
 TF0551
 TF0551.The dynamic height is computed by dividing the NAVD 88
 TF0551.geopotential number by the normal gravity value computed on the
 TF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0551.degrees latitude (g = 980.6199 gals.).
 TF0551
 TF0551.The modeled gravity was interpolated from observed gravity values.
 TF0551
 TF0551;                    North         East    Units  Estimated Accuracy
 TF0551;SPC ND N     -   191,280.      565,270.      MT  (+/- 180 meters Scaled)
 TF0551
 TF0551                          SUPERSEDED SURVEY CONTROL
 TF0551
 TF0551  NGVD 29 (??/??/92)  449.98   (m)         1476.3    (f) COMPUTED    2 0
 TF0551
 TF0551.Superseded values are not recommended for survey control.
 TF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0551.See file dsdata.txt to determine how the superseded data were derived.
 TF0551
 TF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU549981(NAD 83)
 TF0551_MARKER: DB = BENCH MARK DISK
 TF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0551_STAMPING: K 344 1935
 TF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0551+STABILITY: SURFACE MOTION
 TF0551
 TF0551  HISTORY     - Date     Condition        Report By
 TF0551  HISTORY     - 1935     MONUMENTED       CGS
 TF0551  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 TF0551
 TF0551                          STATION DESCRIPTION
 TF0551
 TF0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0551'7.9 MI E FROM MAXBASS.
 TF0551'7.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF0551'MAXBASS, BOTTINEAU COUNTY, 16 POLES EAST OF MILEPOST 38, AT A ROAD
 TF0551'CROSSING, 93 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 TF0551'50 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 40 FEET
 TF0551'SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF A POLE, AND 2
 TF0551'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 344 1935 AND
 TF0551'SET IN THE TOP OF A CONCRETE POST.
 TF0551
 TF0551                          STATION RECOVERY (1972)
 TF0551
 TF0551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 TF0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0574 ***********************************************************************
 TF0574  DESIGNATION -  K 345
 TF0574  PID         -  TF0574
 TF0574  STATE/COUNTY-  ND/BOTTINEAU
 TF0574  USGS QUAD   -  CARBURY (1956)
 TF0574
 TF0574                         *CURRENT SURVEY CONTROL
 TF0574  ___________________________________________________________________
 TF0574* NAD 83(1986)-  48 54 28.     (N)    100 35 59.     (W)     SCALED    
 TF0574* NAVD 88     -       496.894  (meters)    1630.23   (feet)  ADJUSTED  
 TF0574  ___________________________________________________________________
 TF0574  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 TF0574  DYNAMIC HT  -         497.010 (meters)    1630.61  (feet)  COMP
 TF0574  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 TF0574
 TF0574  VERT ORDER  -  SECOND    CLASS 0
 TF0574
 TF0574.The horizontal coordinates were scaled from a topographic map and have
 TF0574.an estimated accuracy of +/- 6 seconds.
 TF0574
 TF0574.The orthometric height was determined by differential leveling
 TF0574.and adjusted by the National Geodetic Survey in June 1991..
 TF0574
 TF0574.The geoid height was determined by GEOID03.
 TF0574
 TF0574.The dynamic height is computed by dividing the NAVD 88
 TF0574.geopotential number by the normal gravity value computed on the
 TF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0574.degrees latitude (g = 980.6199 gals.).
 TF0574
 TF0574.The modeled gravity was interpolated from observed gravity values.
 TF0574
 TF0574;                    North         East    Units  Estimated Accuracy
 TF0574;SPC ND N     -   212,130.      592,690.      MT  (+/- 180 meters Scaled)
 TF0574
 TF0574                          SUPERSEDED SURVEY CONTROL
 TF0574
 TF0574  NGVD 29 (??/??/92)  496.505  (m)         1628.95   (f) ADJ UNCH    2 0
 TF0574
 TF0574.Superseded values are not recommended for survey control.
 TF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0574.See file dsdata.txt to determine how the superseded data were derived.
 TF0574
 TF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV827184(NAD 83)
 TF0574_MARKER: DB = BENCH MARK DISK
 TF0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0574_STAMPING: K 345 1935
 TF0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0574+STABILITY: SURFACE MOTION
 TF0574
 TF0574  HISTORY     - Date     Condition        Report By
 TF0574  HISTORY     - 1935     MONUMENTED       CGS
 TF0574
 TF0574                          STATION DESCRIPTION
 TF0574
 TF0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0574'3.8 MI E FROM SOURIS.
 TF0574'3.8 MILES EAST ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TF0574'RAILWAY STATION AT SOURIS, BOTTINEAU COUNTY, 0.2 MILE WEST OF THE
 TF0574'JUNCTION OF STATE HIGHWAY 14, AT A ROAD INTERSECTION, 60 FEET NORTH OF
 TF0574'THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 33 FEET WEST OF THE
 TF0574'CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED K
 TF0574'345 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0695 ***********************************************************************
 TF0695  DESIGNATION -  K 346
 TF0695  PID         -  TF0695
 TF0695  STATE/COUNTY-  ND/BOTTINEAU
 TF0695  USGS QUAD   -  ANTLER NW (1950)
 TF0695
 TF0695                         *CURRENT SURVEY CONTROL
 TF0695  ___________________________________________________________________
 TF0695* NAD 83(1986)-  48 57 56.     (N)    101 27 14.     (W)     SCALED    
 TF0695* NAVD 88     -       486.877  (meters)    1597.36   (feet)  ADJUSTED  
 TF0695  ___________________________________________________________________
 TF0695  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0695  DYNAMIC HT  -         486.994 (meters)    1597.75  (feet)  COMP
 TF0695  MODELED GRAV-     980,834.3   (mgal)                       NAVD 88
 TF0695
 TF0695  VERT ORDER  -  SECOND    CLASS 0
 TF0695
 TF0695.The horizontal coordinates were scaled from a topographic map and have
 TF0695.an estimated accuracy of +/- 6 seconds.
 TF0695
 TF0695.The orthometric height was determined by differential leveling
 TF0695.and adjusted by the National Geodetic Survey in June 1991..
 TF0695
 TF0695.The geoid height was determined by GEOID03.
 TF0695
 TF0695.The dynamic height is computed by dividing the NAVD 88
 TF0695.geopotential number by the normal gravity value computed on the
 TF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0695.degrees latitude (g = 980.6199 gals.).
 TF0695
 TF0695.The modeled gravity was interpolated from observed gravity values.
 TF0695
 TF0695;                    North         East    Units  Estimated Accuracy
 TF0695;SPC ND N     -   218,980.      530,150.      MT  (+/- 180 meters Scaled)
 TF0695
 TF0695                          SUPERSEDED SURVEY CONTROL
 TF0695
 TF0695  NGVD 29 (??/??/92)  486.510  (m)         1596.16   (f) ADJ UNCH    2 0
 TF0695
 TF0695.Superseded values are not recommended for survey control.
 TF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0695.See file dsdata.txt to determine how the superseded data were derived.
 TF0695
 TF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV204265(NAD 83)
 TF0695_MARKER: DB = BENCH MARK DISK
 TF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0695_STAMPING: K 346 1935
 TF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0695+STABILITY: SURFACE MOTION
 TF0695
 TF0695  HISTORY     - Date     Condition        Report By
 TF0695  HISTORY     - 1935     MONUMENTED       CGS
 TF0695
 TF0695                          STATION DESCRIPTION
 TF0695
 TF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0695'0.5 MI N FROM SHERWOOD.
 TF0695'IN BOTTINEAU COUNTY, 0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE
 TF0695'CROSSING OF THE GREAT NORTHERN RAILWAY AT SHERWOOD, RENVILLE COUNTY,
 TF0695'8.0 MILES EAST ALONG A SECTION-LINE ROAD.  AT A ROAD INTERSECTION, 42
 TF0695'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 36 FEET
 TF0695'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 TF0695'STAMPED K 346 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0515 ***********************************************************************
 TF0515  DESIGNATION -  K 347
 TF0515  PID         -  TF0515
 TF0515  STATE/COUNTY-  ND/BOTTINEAU
 TF0515  USGS QUAD   -  SOURIS (1954)
 TF0515
 TF0515                         *CURRENT SURVEY CONTROL
 TF0515  ___________________________________________________________________
 TF0515* NAD 83(1986)-  48 54 29.     (N)    100 43 51.     (W)     SCALED    
 TF0515* NAVD 88     -       457.336  (meters)    1500.44   (feet)  ADJUSTED  
 TF0515  ___________________________________________________________________
 TF0515  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TF0515  DYNAMIC HT  -         457.444 (meters)    1500.80  (feet)  COMP
 TF0515  MODELED GRAV-     980,832.8   (mgal)                       NAVD 88
 TF0515
 TF0515  VERT ORDER  -  SECOND    CLASS 0
 TF0515
 TF0515.The horizontal coordinates were scaled from a topographic map and have
 TF0515.an estimated accuracy of +/- 6 seconds.
 TF0515
 TF0515.The orthometric height was determined by differential leveling
 TF0515.and adjusted by the National Geodetic Survey in June 1991..
 TF0515
 TF0515.The geoid height was determined by GEOID03.
 TF0515
 TF0515.The dynamic height is computed by dividing the NAVD 88
 TF0515.geopotential number by the normal gravity value computed on the
 TF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0515.degrees latitude (g = 980.6199 gals.).
 TF0515
 TF0515.The modeled gravity was interpolated from observed gravity values.
 TF0515
 TF0515;                    North         East    Units  Estimated Accuracy
 TF0515;SPC ND N     -   212,180.      583,080.      MT  (+/- 180 meters Scaled)
 TF0515
 TF0515                          SUPERSEDED SURVEY CONTROL
 TF0515
 TF0515  NGVD 29 (??/??/92)  456.974  (m)         1499.26   (f) ADJ UNCH    2 0
 TF0515
 TF0515.Superseded values are not recommended for survey control.
 TF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0515.See file dsdata.txt to determine how the superseded data were derived.
 TF0515
 TF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV731186(NAD 83)
 TF0515_MARKER: DB = BENCH MARK DISK
 TF0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0515_STAMPING: K 347 1935
 TF0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0515+STABILITY: SURFACE MOTION
 TF0515
 TF0515  HISTORY     - Date     Condition        Report By
 TF0515  HISTORY     - 1935     MONUMENTED       CGS
 TF0515  HISTORY     - 1940     GOOD             NGS
 TF0515
 TF0515                          STATION DESCRIPTION
 TF0515
 TF0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0515'2.0 MI W FROM SOURIS.
 TF0515'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF0515'SOURIS, BOTTINEAU COUNTY, AT A ROAD CROSSING, 60 FEET NORTH OF THE
 TF0515'CENTERLINE OF AN EAST-AND-WEST ROAD PARALLELING THE TRACK, 54 FEET
 TF0515'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 50 FEET SOUTH OF
 TF0515'THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF A WHITE WOODEN
 TF0515'WITNESS POST.  A STANDARD DISK, STAMPED K 347 1935 AND SET IN THE TOP
 TF0515'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0523 ***********************************************************************
 TF0523  DESIGNATION -  K 348
 TF0523  PID         -  TF0523
 TF0523  STATE/COUNTY-  ND/MCHENRY
 TF0523  USGS QUAD   -  UPHAM (1950)
 TF0523
 TF0523                         *CURRENT SURVEY CONTROL
 TF0523  ___________________________________________________________________
 TF0523* NAD 83(1986)-  48 32 38.     (N)    100 40 04.     (W)     SCALED    
 TF0523* NAVD 88     -       444.340  (meters)    1457.81   (feet)  ADJUSTED  
 TF0523  ___________________________________________________________________
 TF0523  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0523  DYNAMIC HT  -         444.433 (meters)    1458.11  (feet)  COMP
 TF0523  MODELED GRAV-     980,805.2   (mgal)                       NAVD 88
 TF0523
 TF0523  VERT ORDER  -  SECOND    CLASS 0
 TF0523
 TF0523.The horizontal coordinates were scaled from a topographic map and have
 TF0523.an estimated accuracy of +/- 6 seconds.
 TF0523
 TF0523.The orthometric height was determined by differential leveling
 TF0523.and adjusted by the National Geodetic Survey in June 1991..
 TF0523
 TF0523.The geoid height was determined by GEOID03.
 TF0523
 TF0523.The dynamic height is computed by dividing the NAVD 88
 TF0523.geopotential number by the normal gravity value computed on the
 TF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0523.degrees latitude (g = 980.6199 gals.).
 TF0523
 TF0523.The modeled gravity was interpolated from observed gravity values.
 TF0523
 TF0523;                    North         East    Units  Estimated Accuracy
 TF0523;SPC ND N     -   171,670.      587,610.      MT  (+/- 180 meters Scaled)
 TF0523
 TF0523                          SUPERSEDED SURVEY CONTROL
 TF0523
 TF0523  NGVD 29 (??/??/92)  443.969  (m)         1456.59   (f) ADJ UNCH    2 0
 TF0523
 TF0523.Superseded values are not recommended for survey control.
 TF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0523.See file dsdata.txt to determine how the superseded data were derived.
 TF0523
 TF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU769780(NAD 83)
 TF0523_MARKER: DB = BENCH MARK DISK
 TF0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0523_STAMPING: K 348 1935
 TF0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0523+STABILITY: SURFACE MOTION
 TF0523
 TF0523  HISTORY     - Date     Condition        Report By
 TF0523  HISTORY     - 1935     MONUMENTED       CGS
 TF0523
 TF0523                          STATION DESCRIPTION
 TF0523
 TF0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0523'3.7 MI NW FROM BANTRY.
 TF0523'3.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF0523'INTERSECTION OF STATE HIGHWAY 14 AND A ROAD (FORMERLY STATE HIGHWAY
 TF0523'17) AT BANTRY, MCHENRY COUNTY, 5 POLES NORTHWEST OF MILEPOST 18, AT A
 TF0523'ROAD CROSSING, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 56
 TF0523'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 38 FEET SOUTHWEST OF
 TF0523'THE CENTERLINE OF STATE HIGHWAY 14, 7 FEET SOUTHEAST OF A POLE, AND
 TF0523'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 348 1935 AND SET IN
 TF0523'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0806 ***********************************************************************
 TF0806  DESIGNATION -  K 349
 TF0806  PID         -  TF0806
 TF0806  STATE/COUNTY-  ND/MCHENRY
 TF0806  USGS QUAD   -  ECKMAN SE (1977)
 TF0806
 TF0806                         *CURRENT SURVEY CONTROL
 TF0806  ___________________________________________________________________
 TF0806* NAD 83(1986)-  48 30 06.     (N)    101 01 00.     (W)     SCALED    
 TF0806* NAVD 88     -       457.102  (meters)    1499.68   (feet)  ADJUSTED  
 TF0806  ___________________________________________________________________
 TF0806  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0806  DYNAMIC HT  -         457.193 (meters)    1499.97  (feet)  COMP
 TF0806  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TF0806
 TF0806  VERT ORDER  -  SECOND    CLASS 0
 TF0806
 TF0806.The horizontal coordinates were scaled from a topographic map and have
 TF0806.an estimated accuracy of +/- 6 seconds.
 TF0806
 TF0806.The orthometric height was determined by differential leveling
 TF0806.and adjusted by the National Geodetic Survey in June 1991..
 TF0806
 TF0806.The geoid height was determined by GEOID03.
 TF0806
 TF0806.The dynamic height is computed by dividing the NAVD 88
 TF0806.geopotential number by the normal gravity value computed on the
 TF0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0806.degrees latitude (g = 980.6199 gals.).
 TF0806
 TF0806.The modeled gravity was interpolated from observed gravity values.
 TF0806
 TF0806;                    North         East    Units  Estimated Accuracy
 TF0806;SPC ND N     -   167,090.      561,820.      MT  (+/- 180 meters Scaled)
 TF0806
 TF0806                          SUPERSEDED SURVEY CONTROL
 TF0806
 TF0806  NGVD 29 (??/??/92)  456.731  (m)         1498.46   (f) ADJ UNCH    2 0
 TF0806
 TF0806.Superseded values are not recommended for survey control.
 TF0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0806.See file dsdata.txt to determine how the superseded data were derived.
 TF0806
 TF0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU510740(NAD 83)
 TF0806_MARKER: DB = BENCH MARK DISK
 TF0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0806_STAMPING: K-349 1935
 TF0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0806+STABILITY: SURFACE MOTION
 TF0806
 TF0806  HISTORY     - Date     Condition        Report By
 TF0806  HISTORY     - 1935     MONUMENTED       CGS
 TF0806
 TF0806                          STATION DESCRIPTION
 TF0806
 TF0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0806'8.9 MI E FROM GLENBURN.
 TF0806'8.9 MILES EAST OF INTERSECTION OF STA. HWY 17 AND GN RWY AT ALONG
 TF0806'STATE HIWAY NO. 17, AT NORTHEAST CORNER OF SECTION 20, TOWNSHIP 158,
 TF0806'RANGE 80.  AT NORTH-SOUTH ROAD CROSSING.  SET 1 MILE WEST OF 2 STORY
 TF0806'WHITE SCHOOL BUILDING.  33 FT WEST OF CENTERLINE OF CROSSING, THENCE
 TF0806'51 FT SOUTH OF CENTERLINE OF HIWAY.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0807 ***********************************************************************
 TF0807  DESIGNATION -  K 349 RESET
 TF0807  PID         -  TF0807
 TF0807  STATE/COUNTY-  ND/MCHENRY
 TF0807  USGS QUAD   -  ECKMAN SE (1977)
 TF0807
 TF0807                         *CURRENT SURVEY CONTROL
 TF0807  ___________________________________________________________________
 TF0807* NAD 83(1986)-  48 30 06.     (N)    101 01 00.     (W)     SCALED    
 TF0807* NAVD 88     -       457.84   (+/-2cm)    1502.1    (feet)  VERTCON   
 TF0807  ___________________________________________________________________
 TF0807  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 TF0807
 TF0807  VERT ORDER  -  THIRD (See Below)
 TF0807
 TF0807.The horizontal coordinates were scaled from a topographic map and have
 TF0807.an estimated accuracy of +/- 6 seconds.
 TF0807
 TF0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0807.The vertical order pertains to the NGVD 29 superseded value.
 TF0807
 TF0807.The geoid height was determined by GEOID03.
 TF0807
 TF0807;                    North         East    Units  Estimated Accuracy
 TF0807;SPC ND N     -   167,090.      561,820.      MT  (+/- 180 meters Scaled)
 TF0807
 TF0807                          SUPERSEDED SURVEY CONTROL
 TF0807
 TF0807  NGVD 29 (11/04/04)  457.48   (m)         1500.9    (f) RESET       3  
 TF0807
 TF0807.Superseded values are not recommended for survey control.
 TF0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0807.See file dsdata.txt to determine how the superseded data were derived.
 TF0807
 TF0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU510740(NAD 83)
 TF0807_MARKER: DB = BENCH MARK DISK
 TF0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0807_STAMPING: K 349 RESET 1957
 TF0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0807+STABILITY: SURFACE MOTION
 TF0807
 TF0807  HISTORY     - Date     Condition        Report By
 TF0807  HISTORY     - 1957     MONUMENTED       CGS
 TF0807
 TF0807                          STATION DESCRIPTION
 TF0807
 TF0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TF0807'9.65 MI SE FROM GLENBURN.
 TF0807'IN MCHENRY COUNTY, 8.9 MILES EAST ALONG THE BANTRY ROAD FROM THE
 TF0807'CROSSING OF THE GREAT NORTHERN RAILWAY ABOUT 3/4 MILE SOUTHEAST OF
 TF0807'GLENBURN, 1.0 MILE WEST OF A NEW BRICK SCHOOL HOUSE, IN THE SOUTHEAST
 TF0807'ANGLE OF CROSSROADS, 130 FEET SOUTH OF THE CENTERLINE OF THE BANTRY
 TF0807'ROAD, 18 FEET EAST OF THE CENTERLINE OF A TRACK ROAD LEADING SOUTH,
 TF0807'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0183 ***********************************************************************
 RQ0183  DESIGNATION -  K 35 RESET
 RQ0183  PID         -  RQ0183
 RQ0183  STATE/COUNTY-  ND/DICKEY
 RQ0183  USGS QUAD   -  ELLENDALE NORTH (1956)
 RQ0183
 RQ0183                         *CURRENT SURVEY CONTROL
 RQ0183  ___________________________________________________________________
 RQ0183* NAD 83(1986)-  46 00 13.     (N)    098 36 05.     (W)     SCALED    
 RQ0183* NAVD 88     -       449.00   (+/-2cm)    1473.1    (feet)  VERTCON   
 RQ0183  ___________________________________________________________________
 RQ0183  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 RQ0183
 RQ0183  VERT ORDER  -  THIRD (See Below)
 RQ0183
 RQ0183.The horizontal coordinates were scaled from a topographic map and have
 RQ0183.an estimated accuracy of +/- 6 seconds.
 RQ0183
 RQ0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0183.The vertical order pertains to the NGVD 29 superseded value.
 RQ0183
 RQ0183.The geoid height was determined by GEOID03.
 RQ0183
 RQ0183;                    North         East    Units  Estimated Accuracy
 RQ0183;SPC ND S     -    39,230.      747,060.      MT  (+/- 180 meters Scaled)
 RQ0183
 RQ0183                          SUPERSEDED SURVEY CONTROL
 RQ0183
 RQ0183  NGVD 29 (11/04/04)  448.64   (m)         1471.9    (f) RESET       3  
 RQ0183
 RQ0183.Superseded values are not recommended for survey control.
 RQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0183.See file dsdata.txt to determine how the superseded data were derived.
 RQ0183
 RQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR308945(NAD 83)
 RQ0183_MARKER: DB = BENCH MARK DISK
 RQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0183_STAMPING: K 35 RESET 1951
 RQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0183+STABILITY: SURFACE MOTION
 RQ0183
 RQ0183  HISTORY     - Date     Condition        Report By
 RQ0183  HISTORY     - 1951     MONUMENTED       NDHD
 RQ0183
 RQ0183                          STATION DESCRIPTION
 RQ0183
 RQ0183'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 RQ0183'3.5 MI W FROM ELLENDALE.
 RQ0183'3.5 MILES WEST ALONG STATE HIGHWAY 11 FROM THE GREAT NORTHERN RAILWAY
 RQ0183'STATION AT ELLENDALE, DICKEY COUNTY, 123 FEET NORTHWEST OF THE FLARED
 RQ0183'END OF A 48-INCH MULTIPLE REINFORCED-CONCRETE-PIPE CULVERT UNDER THE
 RQ0183'HIGHWAY, 263 FEET EAST OF A FENCE CORNER, 85 FEET NORTH OF THE
 RQ0183'CENTERLINE OF THE HIGHWAY, AND ABOUT 2-3/4 FEET LOWER THAN THE
 RQ0183'HIGHWAY.  A STANDARD DISK, STAMPED K 35 RESET 1951 AND SET IN THE TOP
 RQ0183'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0797 ***********************************************************************
 TF0797  DESIGNATION -  K 350
 TF0797  PID         -  TF0797
 TF0797  STATE/COUNTY-  ND/MCHENRY
 TF0797  USGS QUAD   -  ECKMAN SE (1977)
 TF0797
 TF0797                         *CURRENT SURVEY CONTROL
 TF0797  ___________________________________________________________________
 TF0797* NAD 83(1986)-  48 33 35.     (N)    101 02 18.     (W)     SCALED    
 TF0797* NAVD 88     -       455.082  (meters)    1493.05   (feet)  ADJUSTED  
 TF0797  ___________________________________________________________________
 TF0797  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF0797  DYNAMIC HT  -         455.174 (meters)    1493.35  (feet)  COMP
 TF0797  MODELED GRAV-     980,798.1   (mgal)                       NAVD 88
 TF0797
 TF0797  VERT ORDER  -  SECOND    CLASS 0
 TF0797
 TF0797.The horizontal coordinates were scaled from a topographic map and have
 TF0797.an estimated accuracy of +/- 6 seconds.
 TF0797
 TF0797.The orthometric height was determined by differential leveling
 TF0797.and adjusted by the National Geodetic Survey in June 1991..
 TF0797
 TF0797.The geoid height was determined by GEOID03.
 TF0797
 TF0797.The dynamic height is computed by dividing the NAVD 88
 TF0797.geopotential number by the normal gravity value computed on the
 TF0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0797.degrees latitude (g = 980.6199 gals.).
 TF0797
 TF0797.The modeled gravity was interpolated from observed gravity values.
 TF0797
 TF0797;                    North         East    Units  Estimated Accuracy
 TF0797;SPC ND N     -   173,560.      560,270.      MT  (+/- 180 meters Scaled)
 TF0797
 TF0797                          SUPERSEDED SURVEY CONTROL
 TF0797
 TF0797  NGVD 29 (??/??/92)  454.704  (m)         1491.81   (f) ADJ UNCH    2 0
 TF0797
 TF0797.Superseded values are not recommended for survey control.
 TF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0797.See file dsdata.txt to determine how the superseded data were derived.
 TF0797
 TF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU496805(NAD 83)
 TF0797_MARKER: DB = BENCH MARK DISK
 TF0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0797_STAMPING: K 350 1935
 TF0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0797+STABILITY: SURFACE MOTION
 TF0797
 TF0797  HISTORY     - Date     Condition        Report By
 TF0797  HISTORY     - 1935     MONUMENTED       CGS
 TF0797
 TF0797                          STATION DESCRIPTION
 TF0797
 TF0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0797'11.7 MI N FROM DEERING.
 TF0797'11.7 MILES NORTH ALONG THE ECKMAN ROAD FROM THE GREAT NORTHERN RAILWAY
 TF0797'STATION AT DEERING, MCHENRY COUNTY, AT THE NORTHWEST CORNER OF SECTION
 TF0797'32, T 159 N, R 80 W, 140 FEET NORTHWEST OF THE NORTHWEST ENTRANCE TO A
 TF0797'WHITE SCHOOL HOUSE, AT A ROAD INTERSECTION, 33 FEET SOUTH OF THE
 TF0797'CENTERLINE OF THE EAST-AND-WEST ROAD, 33 FEET EAST OF THE CENTERLINE
 TF0797'OF THE NORTH-AND-SOUTH ROAD, AND LEVEL WITH THE ROAD. A STANDARD DISK,
 TF0797'STAMPED K 350 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0509 ***********************************************************************
 TF0509  DESIGNATION -  K 351
 TF0509  PID         -  TF0509
 TF0509  STATE/COUNTY-  ND/MCHENRY
 TF0509  USGS QUAD   -  UPHAM (1950)
 TF0509
 TF0509                         *CURRENT SURVEY CONTROL
 TF0509  ___________________________________________________________________
 TF0509* NAD 83(1986)-  48 36 12.     (N)    100 37 31.     (W)     SCALED    
 TF0509* NAVD 88     -       439.411  (meters)    1441.63   (feet)  ADJUSTED  
 TF0509  ___________________________________________________________________
 TF0509  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0509  DYNAMIC HT  -         439.506 (meters)    1441.95  (feet)  COMP
 TF0509  MODELED GRAV-     980,814.3   (mgal)                       NAVD 88
 TF0509
 TF0509  VERT ORDER  -  SECOND    CLASS 0
 TF0509
 TF0509.The horizontal coordinates were scaled from a topographic map and have
 TF0509.an estimated accuracy of +/- 6 seconds.
 TF0509
 TF0509.The orthometric height was determined by differential leveling
 TF0509.and adjusted by the National Geodetic Survey in June 1991..
 TF0509
 TF0509.The geoid height was determined by GEOID03.
 TF0509
 TF0509.The dynamic height is computed by dividing the NAVD 88
 TF0509.geopotential number by the normal gravity value computed on the
 TF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0509.degrees latitude (g = 980.6199 gals.).
 TF0509
 TF0509.The modeled gravity was interpolated from observed gravity values.
 TF0509
 TF0509;                    North         East    Units  Estimated Accuracy
 TF0509;SPC ND N     -   178,270.      590,760.      MT  (+/- 180 meters Scaled)
 TF0509
 TF0509                          SUPERSEDED SURVEY CONTROL
 TF0509
 TF0509  NGVD 29 (??/??/92)  439.05   (m)         1440.4    (f) COMPUTED    2 0
 TF0509
 TF0509.Superseded values are not recommended for survey control.
 TF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0509.See file dsdata.txt to determine how the superseded data were derived.
 TF0509
 TF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU801846(NAD 83)
 TF0509_MARKER: DB = BENCH MARK DISK
 TF0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0509_STAMPING: K 351 1935
 TF0509_MARK LOGO: CGS   
 TF0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0509+STABILITY: SURFACE MOTION
 TF0509
 TF0509  HISTORY     - Date     Condition        Report By
 TF0509  HISTORY     - 1935     MONUMENTED       CGS
 TF0509  HISTORY     - 19950131 GOOD             LOCSUR
 TF0509
 TF0509                          STATION DESCRIPTION
 TF0509
 TF0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0509'5.2 MI E FROM UPHAM.
 TF0509'5.2 MILES EAST ALONG THE GARDENA ROAD FROM UPHAM, MCHENRY COUNTY, AT
 TF0509'THE NORTHEAST CORNER OF SECTION 17, T 159 N, R 77 W, AT THE NORTHEAST
 TF0509'CORNER OF A CEMETERY, AT A ROAD INTERSECTION, 36 FEET WEST OF THE
 TF0509'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 35 FEET SOUTH OF THE
 TF0509'CENTERLINE OF THE GARDENA ROAD, 3 FEET SOUTHEAST OF A RIGHT-OF-WAY
 TF0509'FENCE CORNER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 351
 TF0509'1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0509
 TF0509                          STATION RECOVERY (1995)
 TF0509
 TF0509'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (GLJ)
 TF0509'RECOVERED AS DESCRIBED.  CHANGES TO THE DESCRIPTION ARE AS FOLLOWS--35
 TF0509'FEET SOUTH OF THE CENTERLINE OF THE GARDENA ROAD, 3 FEET (0.9 M)
 TF0509'SOUTHEAST OF THE CEMETERY FENCE CORNER, ABOUT 2 FEET (0.6 M) LOWER
 TF0509'THAN THE ROAD, SET A CARSONITE POST 1 FOOT (0.3 M) SOUTH OF THE
 TF0509'MONUMENT FACING THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1373 ***********************************************************************
 TG1373  DESIGNATION -  K 354
 TG1373  PID         -  TG1373
 TG1373  STATE/COUNTY-  ND/WILLIAMS
 TG1373  USGS QUAD   -  OTTER TAIL CREEK (1974)
 TG1373
 TG1373                         *CURRENT SURVEY CONTROL
 TG1373  ___________________________________________________________________
 TG1373* NAD 83(1986)-  48 15 19.     (N)    103 37 35.     (W)     SCALED    
 TG1373* NAVD 88     -       620.431  (meters)    2035.53   (feet)  POSTED    
 TG1373  ___________________________________________________________________
 TG1373  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG1373  DYNAMIC HT  -         620.520 (meters)    2035.82  (feet)  COMP
 TG1373  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 TG1373
 TG1373  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1373
 TG1373.The horizontal coordinates were scaled from a topographic map and have
 TG1373.an estimated accuracy of +/- 6 seconds.
 TG1373
 TG1373.The orthometric height was determined by differential leveling
 TG1373.and adjusted by the National Geodetic Survey in 1992..
 TG1373.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1373.rate of 0.0 thru 1.0 mm/km.
 TG1373
 TG1373.The geoid height was determined by GEOID03.
 TG1373
 TG1373.The dynamic height is computed by dividing the NAVD 88
 TG1373.geopotential number by the normal gravity value computed on the
 TG1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1373.degrees latitude (g = 980.6199 gals.).
 TG1373
 TG1373.The modeled gravity was interpolated from observed gravity values.
 TG1373
 TG1373;                    North         East    Units  Estimated Accuracy
 TG1373;SPC ND N     -   144,280.      367,920.      MT  (+/- 180 meters Scaled)
 TG1373
 TG1373                          SUPERSEDED SURVEY CONTROL
 TG1373
 TG1373  NGVD 29 (??/??/92)  619.95   (m)         2034.0    (f) COMPUTED    2 0
 TG1373
 TG1373.Superseded values are not recommended for survey control.
 TG1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1373.See file dsdata.txt to determine how the superseded data were derived.
 TG1373
 TG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP019455(NAD 83)
 TG1373_MARKER: DB = BENCH MARK DISK
 TG1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1373_STAMPING: K-354 1935
 TG1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1373+STABILITY: SURFACE MOTION
 TG1373
 TG1373  HISTORY     - Date     Condition        Report By
 TG1373  HISTORY     - 1935     MONUMENTED       CGS
 TG1373  HISTORY     - 1953     GOOD             LOCSUR
 TG1373
 TG1373                          STATION DESCRIPTION
 TG1373
 TG1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1373'7.8 MI N FROM WILLISTON.
 TG1373'7.8 MILES NORTH OF 1ST NAT. BANK AT ALONG U S HIGHWAY NO. 85 AT
 TG1373'NORTHWEST CORNER OF SECTION 13, TOWNSHIP 155, RANGE 101.  SET AT
 TG1373'JUNCTION OF T ROAD EAST.  39 FT SOUTH, THENCE 38 FT EAST OF CENTERLINE
 TG1373'OF JUNCTION.  12 FT SOUTH, THENCE 2 FT WEST OF RIGHT OF WAY FENCE
 TG1373'CORNER AND 1 FOOT BELOW ROAD LEVEL.
 TG1373
 TG1373                          STATION RECOVERY (1953)
 TG1373
 TG1373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 TG1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1374 ***********************************************************************
 TG1374  DESIGNATION -  K 354 RESET
 TG1374  PID         -  TG1374
 TG1374  STATE/COUNTY-  ND/WILLIAMS
 TG1374  USGS QUAD   -  OTTER TAIL CREEK (1974)
 TG1374
 TG1374                         *CURRENT SURVEY CONTROL
 TG1374  ___________________________________________________________________
 TG1374* NAD 83(1986)-  48 15 19.     (N)    103 37 35.     (W)     SCALED    
 TG1374* NAVD 88     -       623.779  (meters)    2046.51   (feet)  ADJUSTED  
 TG1374  ___________________________________________________________________
 TG1374  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 TG1374  DYNAMIC HT  -         623.867 (meters)    2046.80  (feet)  COMP
 TG1374  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 TG1374
 TG1374  VERT ORDER  -  FIRST     CLASS II
 TG1374
 TG1374.The horizontal coordinates were scaled from a topographic map and have
 TG1374.an estimated accuracy of +/- 6 seconds.
 TG1374
 TG1374.The orthometric height was determined by differential leveling
 TG1374.and adjusted by the National Geodetic Survey in June 1991..
 TG1374
 TG1374.The geoid height was determined by GEOID03.
 TG1374
 TG1374.The dynamic height is computed by dividing the NAVD 88
 TG1374.geopotential number by the normal gravity value computed on the
 TG1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1374.degrees latitude (g = 980.6199 gals.).
 TG1374
 TG1374.The modeled gravity was interpolated from observed gravity values.
 TG1374
 TG1374;                    North         East    Units  Estimated Accuracy
 TG1374;SPC ND N     -   144,280.      367,920.      MT  (+/- 180 meters Scaled)
 TG1374
 TG1374                          SUPERSEDED SURVEY CONTROL
 TG1374
 TG1374.No superseded survey control is available for this station.
 TG1374
 TG1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP019455(NAD 83)
 TG1374_MARKER: DB = BENCH MARK DISK
 TG1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1374_STAMPING: K 354 RESET 1955
 TG1374_MARK LOGO: CGS   
 TG1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1374+STABILITY: SURFACE MOTION
 TG1374
 TG1374  HISTORY     - Date     Condition        Report By
 TG1374  HISTORY     - 1955     MONUMENTED       CGS
 TG1374  HISTORY     - 1974     GOOD             USGS
 TG1374  HISTORY     - 1976     GOOD             NDHD
 TG1374  HISTORY     - 1981     GOOD             NGS
 TG1374
 TG1374                          STATION DESCRIPTION
 TG1374
 TG1374'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG1374'7.8 MI N FROM WILLISTON.
 TG1374'7.8 MI NORTH ALONG U.S. HWY 85 FROM WILLISTON.  AT A ROAD JUNCTION.
 TG1374'34.5 FT S, AND 179.0 FT WEST OF T ROAD EAST, 57.5 FT W AND 3.7 FT S OF
 TG1374'R/W FENCE COR. AT A E-W JOG 7.5 FT W AND 3.7 FT W OF R/W FENCE COR AT
 TG1374'WEST END OF JOG. SET IN THE TOP OF A SQUARE CONC POST, A STANDARD DISK
 TG1374'STMAPED, K 354 RESET 1955.
 TG1374
 TG1374                          STATION RECOVERY (1976)
 TG1374
 TG1374'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1976
 TG1374'RECOVERED IN GOOD CONDITION.
 TG1374
 TG1374                          STATION RECOVERY (1981)
 TG1374
 TG1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1520 ***********************************************************************
 TG1520  DESIGNATION -  K 355
 TG1520  PID         -  TG1520
 TG1520  STATE/COUNTY-  ND/WILLIAMS
 TG1520  USGS QUAD   -  GRENORA (1948)
 TG1520
 TG1520                         *CURRENT SURVEY CONTROL
 TG1520  ___________________________________________________________________
 TG1520* NAD 83(1986)-  48 33 39.     (N)    103 55 41.     (W)     SCALED    
 TG1520* NAVD 88     -       680.389  (meters)    2232.24   (feet)  ADJUSTED  
 TG1520  ___________________________________________________________________
 TG1520  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG1520  DYNAMIC HT  -         680.490 (meters)    2232.57  (feet)  COMP
 TG1520  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 TG1520
 TG1520  VERT ORDER  -  SECOND    CLASS 0
 TG1520
 TG1520.The horizontal coordinates were scaled from a topographic map and have
 TG1520.an estimated accuracy of +/- 6 seconds.
 TG1520
 TG1520.The orthometric height was determined by differential leveling
 TG1520.and adjusted by the National Geodetic Survey in June 1991..
 TG1520
 TG1520.The geoid height was determined by GEOID03.
 TG1520
 TG1520.The dynamic height is computed by dividing the NAVD 88
 TG1520.geopotential number by the normal gravity value computed on the
 TG1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1520.degrees latitude (g = 980.6199 gals.).
 TG1520
 TG1520.The modeled gravity was interpolated from observed gravity values.
 TG1520
 TG1520;                    North         East    Units  Estimated Accuracy
 TG1520;SPC ND N     -   179,170.      347,060.      MT  (+/- 180 meters Scaled)
 TG1520
 TG1520                          SUPERSEDED SURVEY CONTROL
 TG1520
 TG1520  NGVD 29 (??/??/92)  679.880  (m)         2230.57   (f) ADJ UNCH    2 0
 TG1520
 TG1520.Superseded values are not recommended for survey control.
 TG1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1520.See file dsdata.txt to determine how the superseded data were derived.
 TG1520
 TG1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP790791(NAD 83)
 TG1520_MARKER: DB = BENCH MARK DISK
 TG1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1520_STAMPING: K-355 1935
 TG1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1520+STABILITY: SURFACE MOTION
 TG1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1520+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 TG1520
 TG1520  HISTORY     - Date     Condition        Report By
 TG1520  HISTORY     - 1935     MONUMENTED       CGS
 TG1520  HISTORY     - 20040929 GOOD             NDWC
 TG1520
 TG1520                          STATION DESCRIPTION
 TG1520
 TG1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1520'4.4 MI S FROM GRENORA.
 TG1520'4.4 MILES SOUTH OF DEPOT AT ALONG THE TRENTON-GRENORA ROAD AT THE
 TG1520'NORTHEAST CORNER OF SECTION 36, TOWNSHIP 159, RANGE 103, AT EAST-WEST
 TG1520'TRAIL CROSSING.  SET 37 FT SOUTH, THENCE 45 FT WEST OF CENTERLINE OF
 TG1520'CROSSING.  3 FT WEST, THENCE 2 FT NORTH OF RIGHT OF WAY FENCE CORNER.
 TG1520'5 1/2 FT BELOW ROAD LEVEL.
 TG1520
 TG1520                          STATION RECOVERY (2004)
 TG1520
 TG1520'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1116 ***********************************************************************
 TG1116  DESIGNATION -  K 356
 TG1116  PID         -  TG1116
 TG1116  STATE/COUNTY-  ND/WILLIAMS
 TG1116  USGS QUAD   -  ALAMO (1977)
 TG1116
 TG1116                         *CURRENT SURVEY CONTROL
 TG1116  ___________________________________________________________________
 TG1116* NAD 83(1986)-  48 35 23.     (N)    103 25 43.     (W)     SCALED    
 TG1116* NAVD 88     -       639.191  (meters)    2097.08   (feet)  ADJUSTED  
 TG1116  ___________________________________________________________________
 TG1116  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1116  DYNAMIC HT  -         639.297 (meters)    2097.43  (feet)  COMP
 TG1116  MODELED GRAV-     980,755.3   (mgal)                       NAVD 88
 TG1116
 TG1116  VERT ORDER  -  SECOND    CLASS 0
 TG1116
 TG1116.The horizontal coordinates were scaled from a topographic map and have
 TG1116.an estimated accuracy of +/- 6 seconds.
 TG1116
 TG1116.The orthometric height was determined by differential leveling
 TG1116.and adjusted by the National Geodetic Survey in June 1991..
 TG1116
 TG1116.The geoid height was determined by GEOID03.
 TG1116
 TG1116.The dynamic height is computed by dividing the NAVD 88
 TG1116.geopotential number by the normal gravity value computed on the
 TG1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1116.degrees latitude (g = 980.6199 gals.).
 TG1116
 TG1116.The modeled gravity was interpolated from observed gravity values.
 TG1116
 TG1116;                    North         East    Units  Estimated Accuracy
 TG1116;SPC ND N     -   180,860.      384,010.      MT  (+/- 180 meters Scaled)
 TG1116
 TG1116                          SUPERSEDED SURVEY CONTROL
 TG1116
 TG1116  NGVD 29 (??/??/92)  638.728  (m)         2095.56   (f) ADJ UNCH    2 0
 TG1116
 TG1116.Superseded values are not recommended for survey control.
 TG1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1116.See file dsdata.txt to determine how the superseded data were derived.
 TG1116
 TG1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP158830(NAD 83)
 TG1116_MARKER: DB = BENCH MARK DISK
 TG1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1116_STAMPING: K-356 1935
 TG1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1116+STABILITY: SURFACE MOTION
 TG1116
 TG1116  HISTORY     - Date     Condition        Report By
 TG1116  HISTORY     - 1935     MONUMENTED       CGS
 TG1116  HISTORY     - 1951     GOOD             NGS
 TG1116
 TG1116                          STATION DESCRIPTION
 TG1116
 TG1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1116'2.1 MI E FROM ALAMO.
 TG1116'2.1 MILES EAST OF DEPOT AT ALONG THE GREAT NORTHERN RAILROAD AT ROAD
 TG1116'CROSSING, 7 POLES WEST OF MILEPOLE NO. 62.  SET 30 FT EAST OF
 TG1116'CENTERLINE OF CROSSING, THENCE 18 FT SOUTH OF CENTERLINE OF TRACK.  4
 TG1116'FT SOUTHWEST OF END POST OF RITE OF WAY FENCE AND 2.5 FT BELOW RAIL
 TG1116'LEVEL.
 TG1116
 TG1116                          STATION RECOVERY (1951)
 TG1116
 TG1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 TG1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1397 ***********************************************************************
 TG1397  DESIGNATION -  K 357
 TG1397  PID         -  TG1397
 TG1397  STATE/COUNTY-  ND/WILLIAMS
 TG1397  USGS QUAD   -  BONETRAILL (1974)
 TG1397
 TG1397                         *CURRENT SURVEY CONTROL
 TG1397  ___________________________________________________________________
 TG1397* NAD 83(1986)-  48 28 26.     (N)    103 47 52.     (W)     SCALED    
 TG1397* NAVD 88     -       704.826  (meters)    2312.42   (feet)  ADJUSTED  
 TG1397  ___________________________________________________________________
 TG1397  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 TG1397  DYNAMIC HT  -         704.924 (meters)    2312.74  (feet)  COMP
 TG1397  MODELED GRAV-     980,727.0   (mgal)                       NAVD 88
 TG1397
 TG1397  VERT ORDER  -  SECOND    CLASS 0
 TG1397
 TG1397.The horizontal coordinates were scaled from a topographic map and have
 TG1397.an estimated accuracy of +/- 6 seconds.
 TG1397
 TG1397.The orthometric height was determined by differential leveling
 TG1397.and adjusted by the National Geodetic Survey in June 1991..
 TG1397
 TG1397.The geoid height was determined by GEOID03.
 TG1397
 TG1397.The dynamic height is computed by dividing the NAVD 88
 TG1397.geopotential number by the normal gravity value computed on the
 TG1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1397.degrees latitude (g = 980.6199 gals.).
 TG1397
 TG1397.The modeled gravity was interpolated from observed gravity values.
 TG1397
 TG1397;                    North         East    Units  Estimated Accuracy
 TG1397;SPC ND N     -   169,090.      356,250.      MT  (+/- 180 meters Scaled)
 TG1397
 TG1397                          SUPERSEDED SURVEY CONTROL
 TG1397
 TG1397  NGVD 29 (??/??/92)  704.322  (m)         2310.76   (f) ADJ UNCH    2 0
 TG1397
 TG1397.Superseded values are not recommended for survey control.
 TG1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1397.See file dsdata.txt to determine how the superseded data were derived.
 TG1397
 TG1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP888696(NAD 83)
 TG1397_MARKER: DB = BENCH MARK DISK
 TG1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1397_STAMPING: K 357 1935
 TG1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1397+STABILITY: SURFACE MOTION
 TG1397
 TG1397  HISTORY     - Date     Condition        Report By
 TG1397  HISTORY     - 1935     MONUMENTED       CGS
 TG1397  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1397
 TG1397                          STATION DESCRIPTION
 TG1397
 TG1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1397'0.3 MI E FROM HANKS.
 TG1397'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG1397'HANKS, WILLIAMS COUNTY, 9.0 MILES SOUTH ALONG A ROAD.  AT A ROAD
 TG1397'INTERSECTION, 48 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG1397'ROAD, 45 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND
 TG1397'LEVEL WITH THE ROAD.  A STANADARD DISK, STAMPED K 357 1935 AND SET IN
 TG1397'THE TOP OF A CONCRETE POST.
 TG1397
 TG1397                          STATION RECOVERY (1974)
 TG1397
 TG1397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0337 ***********************************************************************
 RQ0337  DESIGNATION -  K 36
 RQ0337  PID         -  RQ0337
 RQ0337  STATE/COUNTY-  ND/MCINTOSH
 RQ0337  USGS QUAD   -  ASHLEY WEST (1982)
 RQ0337
 RQ0337                         *CURRENT SURVEY CONTROL
 RQ0337  ___________________________________________________________________
 RQ0337* NAD 83(1986)-  46 02 00.     (N)    099 22 43.     (W)     SCALED    
 RQ0337* NAVD 88     -       612.222  (meters)    2008.60   (feet)  ADJUSTED  
 RQ0337  ___________________________________________________________________
 RQ0337  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 RQ0337  DYNAMIC HT  -         612.181 (meters)    2008.46  (feet)  COMP
 RQ0337  MODELED GRAV-     980,529.2   (mgal)                       NAVD 88
 RQ0337
 RQ0337  VERT ORDER  -  SECOND    CLASS 0
 RQ0337
 RQ0337.The horizontal coordinates were scaled from a topographic map and have
 RQ0337.an estimated accuracy of +/- 6 seconds.
 RQ0337
 RQ0337.The orthometric height was determined by differential leveling
 RQ0337.and adjusted by the National Geodetic Survey in June 1991..
 RQ0337
 RQ0337.The geoid height was determined by GEOID03.
 RQ0337
 RQ0337.The dynamic height is computed by dividing the NAVD 88
 RQ0337.geopotential number by the normal gravity value computed on the
 RQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0337.degrees latitude (g = 980.6199 gals.).
 RQ0337
 RQ0337.The modeled gravity was interpolated from observed gravity values.
 RQ0337
 RQ0337;                    North         East    Units  Estimated Accuracy
 RQ0337;SPC ND S     -    41,380.      686,810.      MT  (+/- 180 meters Scaled)
 RQ0337
 RQ0337                          SUPERSEDED SURVEY CONTROL
 RQ0337
 RQ0337  NGVD 29 (??/??/92)  611.790  (m)         2007.18   (f) ADJ UNCH    2 0
 RQ0337
 RQ0337.Superseded values are not recommended for survey control.
 RQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0337.See file dsdata.txt to determine how the superseded data were derived.
 RQ0337
 RQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR707978(NAD 83)
 RQ0337_MARKER: DB = BENCH MARK DISK
 RQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0337_STAMPING: K 36 1934
 RQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0337+STABILITY: SURFACE MOTION
 RQ0337
 RQ0337  HISTORY     - Date     Condition        Report By
 RQ0337  HISTORY     - 1934     MONUMENTED       CGS
 RQ0337  HISTORY     - 1959     GOOD             NGS
 RQ0337  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0337
 RQ0337                          STATION DESCRIPTION
 RQ0337
 RQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0337'IN ASHLEY.
 RQ0337'AT ASHLEY, MCINTOSH COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT
 RQ0337'STE. MARIE RAILROAD, 7 POLES SOUTHWEST OF THE STATION, 390 FEET
 RQ0337'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 11, 30 FEET SOUTHEAST OF
 RQ0337'THE CENTERLINE OF THE TRACK, 45 FEET NORTHWEST OF THE CENTERLINE OF
 RQ0337'STATE HIGHWAY 3, 12 FEET NORTHWEST OF A POLE, AND ABOUT 1 FOOT LOWER
 RQ0337'THAN THE TRACK.  A STANDARD DISK, STAMPED K 36 1934 AND SET IN THE TOP
 RQ0337'OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0337'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0337
 RQ0337                          STATION RECOVERY (1959)
 RQ0337
 RQ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0337'RECOVERED IN GOOD CONDITION.
 RQ0337
 RQ0337                          STATION RECOVERY (1978)
 RQ0337
 RQ0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1083 ***********************************************************************
 TG1083  DESIGNATION -  K 360
 TG1083  PID         -  TG1083
 TG1083  STATE/COUNTY-  ND/DIVIDE
 TG1083  USGS QUAD   -  CROSBY SW (1948)
 TG1083
 TG1083                         *CURRENT SURVEY CONTROL
 TG1083  ___________________________________________________________________
 TG1083* NAD 83(1986)-  48 50 10.     (N)    103 27 53.     (W)     SCALED    
 TG1083* NAVD 88     -       679.241  (meters)    2228.48   (feet)  ADJUSTED  
 TG1083  ___________________________________________________________________
 TG1083  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TG1083  DYNAMIC HT  -         679.367 (meters)    2228.89  (feet)  COMP
 TG1083  MODELED GRAV-     980,772.1   (mgal)                       NAVD 88
 TG1083
 TG1083  VERT ORDER  -  SECOND    CLASS 0
 TG1083
 TG1083.The horizontal coordinates were scaled from a topographic map and have
 TG1083.an estimated accuracy of +/- 6 seconds.
 TG1083
 TG1083.The orthometric height was determined by differential leveling
 TG1083.and adjusted by the National Geodetic Survey in June 1991..
 TG1083
 TG1083.The geoid height was determined by GEOID03.
 TG1083
 TG1083.The dynamic height is computed by dividing the NAVD 88
 TG1083.geopotential number by the normal gravity value computed on the
 TG1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1083.degrees latitude (g = 980.6199 gals.).
 TG1083
 TG1083.The modeled gravity was interpolated from observed gravity values.
 TG1083
 TG1083;                    North         East    Units  Estimated Accuracy
 TG1083;SPC ND N     -   208,340.      382,400.      MT  (+/- 180 meters Scaled)
 TG1083
 TG1083                          SUPERSEDED SURVEY CONTROL
 TG1083
 TG1083  NGVD 29 (??/??/92)  678.751  (m)         2226.87   (f) ADJ UNCH    2 0
 TG1083
 TG1083.Superseded values are not recommended for survey control.
 TG1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1083.See file dsdata.txt to determine how the superseded data were derived.
 TG1083
 TG1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ126103(NAD 83)
 TG1083_MARKER: DB = BENCH MARK DISK
 TG1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1083_STAMPING: K 360 1935
 TG1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1083+STABILITY: SURFACE MOTION
 TG1083
 TG1083  HISTORY     - Date     Condition        Report By
 TG1083  HISTORY     - 1935     MONUMENTED       CGS
 TG1083
 TG1083                          STATION DESCRIPTION
 TG1083
 TG1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1083'5.2 MI S FROM CROSBY.
 TG1083'5.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM CROSBY, DIVIDE COUNTY, 8.0
 TG1083'MILES WEST ALONG A ROAD.  AT THE SOUTHEAST CORNER OF A ROAD
 TG1083'INTERSECTION, 60 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TG1083'ROAD, 20 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF THE FENCE, AND
 TG1083'1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED K 360 1935 AND
 TG1083'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0327 ***********************************************************************
 SO0327  DESIGNATION -  K 362
 SO0327  PID         -  SO0327
 SO0327  STATE/COUNTY-  ND/DUNN
 SO0327  USGS QUAD   -  DODGE (1973)
 SO0327
 SO0327                         *CURRENT SURVEY CONTROL
 SO0327  ___________________________________________________________________
 SO0327* NAD 83(1986)-  47 17 17.     (N)    102 09 03.     (W)     SCALED    
 SO0327* NAVD 88     -       605.178  (meters)    1985.49   (feet)  ADJUSTED  
 SO0327  ___________________________________________________________________
 SO0327  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SO0327  DYNAMIC HT  -         605.213 (meters)    1985.60  (feet)  COMP
 SO0327  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 SO0327
 SO0327  VERT ORDER  -  SECOND    CLASS 0
 SO0327
 SO0327.The horizontal coordinates were scaled from a topographic map and have
 SO0327.an estimated accuracy of +/- 6 seconds.
 SO0327
 SO0327.The orthometric height was determined by differential leveling
 SO0327.and adjusted by the National Geodetic Survey in June 1991..
 SO0327
 SO0327.The geoid height was determined by GEOID03.
 SO0327
 SO0327.The dynamic height is computed by dividing the NAVD 88
 SO0327.geopotential number by the normal gravity value computed on the
 SO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0327.degrees latitude (g = 980.6199 gals.).
 SO0327
 SO0327.The modeled gravity was interpolated from observed gravity values.
 SO0327
 SO0327;                    North         East    Units  Estimated Accuracy
 SO0327;SPC ND S     -   181,550.      475,130.      MT  (+/- 180 meters Scaled)
 SO0327
 SO0327                          SUPERSEDED SURVEY CONTROL
 SO0327
 SO0327  NGVD 29 (??/??/92)  604.758  (m)         1984.11   (f) ADJ UNCH    2 0
 SO0327
 SO0327.Superseded values are not recommended for survey control.
 SO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0327.See file dsdata.txt to determine how the superseded data were derived.
 SO0327
 SO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN154411(NAD 83)
 SO0327_MARKER: DB = BENCH MARK DISK
 SO0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0327_STAMPING: K 362 1958
 SO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0327+STABILITY: SURFACE MOTION
 SO0327
 SO0327  HISTORY     - Date     Condition        Report By
 SO0327  HISTORY     - 1958     MONUMENTED       CGS
 SO0327
 SO0327                          STATION DESCRIPTION
 SO0327
 SO0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0327'2.7 MI E FROM DODGE.
 SO0327'ABOUT 2.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0327'STATION AT DODGE, OR ABOUT 4.15 MILES WEST ALONG THE NORTHERN PACIFIC
 SO0327'RAILROAD FROM THE STATION AT GOLDEN VALLEY, 46 FEET SOUTH AND ACROSS
 SO0327'THE TRACKS FROM MILEPOST 91, 34 FEET SOUTH OF THE SOUTH RAIL, 66 FEET
 SO0327'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2 FEET EAST OF A CONCRETE
 SO0327'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 SO0327'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0326 ***********************************************************************
 TF0326  DESIGNATION -  K 365
 TF0326  PID         -  TF0326
 TF0326  STATE/COUNTY-  ND/MCHENRY
 TF0326  USGS QUAD   -  BANTRY (1981)
 TF0326
 TF0326                         *CURRENT SURVEY CONTROL
 TF0326  ___________________________________________________________________
 TF0326* NAD 83(1986)-  48 27 29.     (N)    100 34 52.     (W)     SCALED    
 TF0326* NAVD 88     -       448.666  (meters)    1472.00   (feet)  ADJUSTED  
 TF0326  ___________________________________________________________________
 TF0326  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0326  DYNAMIC HT  -         448.757 (meters)    1472.30  (feet)  COMP
 TF0326  MODELED GRAV-     980,800.9   (mgal)                       NAVD 88
 TF0326
 TF0326  VERT ORDER  -  SECOND    CLASS 0
 TF0326
 TF0326.The horizontal coordinates were scaled from a topographic map and have
 TF0326.an estimated accuracy of +/- 6 seconds.
 TF0326
 TF0326.The orthometric height was determined by differential leveling
 TF0326.and adjusted by the National Geodetic Survey in June 1991..
 TF0326
 TF0326.The geoid height was determined by GEOID03.
 TF0326
 TF0326.The dynamic height is computed by dividing the NAVD 88
 TF0326.geopotential number by the normal gravity value computed on the
 TF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0326.degrees latitude (g = 980.6199 gals.).
 TF0326
 TF0326.The modeled gravity was interpolated from observed gravity values.
 TF0326
 TF0326;                    North         East    Units  Estimated Accuracy
 TF0326;SPC ND N     -   162,110.      594,000.      MT  (+/- 180 meters Scaled)
 TF0326
 TF0326                          SUPERSEDED SURVEY CONTROL
 TF0326
 TF0326  NGVD 29 (??/??/92)  448.290  (m)         1470.76   (f) ADJ UNCH    2 0
 TF0326
 TF0326.Superseded values are not recommended for survey control.
 TF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0326.See file dsdata.txt to determine how the superseded data were derived.
 TF0326
 TF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU831684(NAD 83)
 TF0326_MARKER: DB = BENCH MARK DISK
 TF0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0326_STAMPING: K-365 1935
 TF0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0326+STABILITY: SURFACE MOTION
 TF0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF0326+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 TF0326
 TF0326  HISTORY     - Date     Condition        Report By
 TF0326  HISTORY     - 1935     MONUMENTED       CGS
 TF0326  HISTORY     - 20041122 GOOD             NDWC
 TF0326
 TF0326                          STATION DESCRIPTION
 TF0326
 TF0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0326'5.7 MI SE FROM BANTRY.
 TF0326'4.0 MI N OF DENBIGH 1.7 MILES SOUTHEAST OF JCT OF STA. HWYS 14 AND 17
 TF0326'AT BANTRY, THENCE 1.4 MILES SOUTH ALONG THE DENBIGH-BANTRY ROAD AT THE
 TF0326'NORTHEAST CORNER OF SECTION 3, TOWNSHIP 157, RANGE 77.  AT EAST-WEST
 TF0326'ROAD CROSSING.  SET 44 FT SOUTH OF CENTERLINE OF CROSSING, THENCE 27
 TF0326'FT WEST OF CENTERLINE OF ROAD.  14 FT SOUTH, THENCE 3 FT EAST OF RIGHT
 TF0326'OF WAY FENCE CORNER.  6 FT NORTH OF TELEPHONE POLE IN LINE OF
 TF0326'NORTH-SOUTH POLES AND 2 FT ABOVE ROAD LEVEL.
 TF0326
 TF0326                          STATION RECOVERY (2004)
 TF0326
 TF0326'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0686 ***********************************************************************
 TF0686  DESIGNATION -  K 374
 TF0686  PID         -  TF0686
 TF0686  STATE/COUNTY-  ND/BOTTINEAU
 TF0686  USGS QUAD   -  KUROKI (1951)
 TF0686
 TF0686                         *CURRENT SURVEY CONTROL
 TF0686  ___________________________________________________________________
 TF0686* NAD 83(1986)-  48 52 42.     (N)    101 11 26.     (W)     SCALED    
 TF0686* NAVD 88     -       459.640  (meters)    1508.00   (feet)  ADJUSTED  
 TF0686  ___________________________________________________________________
 TF0686  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0686  DYNAMIC HT  -         459.748 (meters)    1508.36  (feet)  COMP
 TF0686  MODELED GRAV-     980,830.0   (mgal)                       NAVD 88
 TF0686
 TF0686  VERT ORDER  -  SECOND    CLASS 0
 TF0686
 TF0686.The horizontal coordinates were scaled from a topographic map and have
 TF0686.an estimated accuracy of +/- 6 seconds.
 TF0686
 TF0686.The orthometric height was determined by differential leveling
 TF0686.and adjusted by the National Geodetic Survey in June 1991..
 TF0686
 TF0686.The geoid height was determined by GEOID03.
 TF0686
 TF0686.The dynamic height is computed by dividing the NAVD 88
 TF0686.geopotential number by the normal gravity value computed on the
 TF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0686.degrees latitude (g = 980.6199 gals.).
 TF0686
 TF0686.The modeled gravity was interpolated from observed gravity values.
 TF0686
 TF0686;                    North         East    Units  Estimated Accuracy
 TF0686;SPC ND N     -   209,070.      549,350.      MT  (+/- 180 meters Scaled)
 TF0686
 TF0686                          SUPERSEDED SURVEY CONTROL
 TF0686
 TF0686  NGVD 29 (??/??/92)  459.281  (m)         1506.82   (f) ADJ UNCH    2 0
 TF0686
 TF0686.Superseded values are not recommended for survey control.
 TF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0686.See file dsdata.txt to determine how the superseded data were derived.
 TF0686
 TF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV393162(NAD 83)
 TF0686_MARKER: DB = BENCH MARK DISK
 TF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0686_STAMPING: K 374 1935
 TF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0686+STABILITY: SURFACE MOTION
 TF0686
 TF0686  HISTORY     - Date     Condition        Report By
 TF0686  HISTORY     - 1935     MONUMENTED       CGS
 TF0686  HISTORY     - 1963     GOOD             NGS
 TF0686
 TF0686                          STATION DESCRIPTION
 TF0686
 TF0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0686'5.7 MI SW FROM KUROKI.
 TF0686'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0686'RAILWAY STATION AT KUROKI, THENCE 2.0 MILES WEST ALONG A GRAVELED
 TF0686'ROAD, IN SECTION 9, T 162 N, R 81 W, AT A ROAD INTERSECTION, 0.1 MILE
 TF0686'NORTHEAST OF A FARM HOUSE, 81 FEET SOUTH OF THE CENTER LINE OF THE
 TF0686'ROAD, 27 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 55 FEET
 TF0686'WEST OF A POWER POLE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TF0686'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TF0686'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0371 ***********************************************************************
 RP0371  DESIGNATION -  K 375
 RP0371  PID         -  RP0371
 RP0371  STATE/COUNTY-  ND/RICHLAND
 RP0371  USGS QUAD   -  CHRISTINE (1979)
 RP0371
 RP0371                         *CURRENT SURVEY CONTROL
 RP0371  ___________________________________________________________________
 RP0371* NAD 83(1986)-  46 32 37.     (N)    096 46 47.     (W)     SCALED    
 RP0371* NAVD 88     -       283.177  (meters)     929.06   (feet)  ADJUSTED  
 RP0371  ___________________________________________________________________
 RP0371  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RP0371  DYNAMIC HT  -         283.195 (meters)     929.12  (feet)  COMP
 RP0371  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 RP0371
 RP0371  VERT ORDER  -  SECOND    CLASS 0
 RP0371
 RP0371.The horizontal coordinates were scaled from a topographic map and have
 RP0371.an estimated accuracy of +/- 6 seconds.
 RP0371
 RP0371.The orthometric height was determined by differential leveling
 RP0371.and adjusted by the National Geodetic Survey in June 1991..
 RP0371
 RP0371.The geoid height was determined by GEOID03.
 RP0371
 RP0371.The dynamic height is computed by dividing the NAVD 88
 RP0371.geopotential number by the normal gravity value computed on the
 RP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0371.degrees latitude (g = 980.6199 gals.).
 RP0371
 RP0371.The modeled gravity was interpolated from observed gravity values.
 RP0371
 RP0371;                    North         East    Units  Estimated Accuracy
 RP0371;SPC ND S     -   104,230.      885,230.      MT  (+/- 180 meters Scaled)
 RP0371
 RP0371                          SUPERSEDED SURVEY CONTROL
 RP0371
 RP0371  NGVD 29 (??/??/92)  282.882  (m)          928.09   (f) ADJ UNCH    2 0
 RP0371
 RP0371.Superseded values are not recommended for survey control.
 RP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0371.See file dsdata.txt to determine how the superseded data were derived.
 RP0371
 RP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS702568(NAD 83)
 RP0371_MARKER: DB = BENCH MARK DISK
 RP0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0371_STAMPING: K 375 1940
 RP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0371+STABILITY: SURFACE MOTION
 RP0371
 RP0371  HISTORY     - Date     Condition        Report By
 RP0371  HISTORY     - 1940     MONUMENTED       CGS
 RP0371  HISTORY     - 1962     GOOD             NGS
 RP0371  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0371
 RP0371                          STATION DESCRIPTION
 RP0371
 RP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0371'2.1 MI SE FROM CHRISTINE.
 RP0371'2.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0371'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, ABOUT 2 POLES
 RP0371'SOUTH OF MILEPOST 92, 81 FEET EST OF THE CENTER LINE OF THE TRACK, 48
 RP0371'FEET NORTH OF THE CENTER LINE OF A ROAD, 6 FEET SOUTH OF A POLE, 2
 RP0371'FEET SOUTH OF A WHITE POST MARKED U.S.B.M., AND ABOUT 1 FOOT LOWER
 RP0371'THAN THE TRACK.  A STANDARD DISK, STAMPED K 375 1940 AND SET IN THE
 RP0371'TOP OF A CONCRETE POST.  NOTE-- IT IS ABOUT 2.5 MILES SOUTHEAST OF
 RP0371'CHRISTINE.
 RP0371
 RP0371                          STATION RECOVERY (1990)
 RP0371
 RP0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0606 ***********************************************************************
 SO0606  DESIGNATION -  K 376
 SO0606  PID         -  SO0606
 SO0606  STATE/COUNTY-  ND/MCKENZIE
 SO0606  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0606
 SO0606                         *CURRENT SURVEY CONTROL
 SO0606  ___________________________________________________________________
 SO0606* NAD 83(1986)-  47 56 06.     (N)    103 39 32.     (W)     SCALED    
 SO0606* NAVD 88     -       632.891  (meters)    2076.41   (feet)  ADJUSTED  
 SO0606  ___________________________________________________________________
 SO0606  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SO0606  DYNAMIC HT  -         632.957 (meters)    2076.63  (feet)  COMP
 SO0606  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 SO0606
 SO0606  VERT ORDER  -  FIRST     CLASS II
 SO0606
 SO0606.The horizontal coordinates were scaled from a topographic map and have
 SO0606.an estimated accuracy of +/- 6 seconds.
 SO0606
 SO0606.The orthometric height was determined by differential leveling
 SO0606.and adjusted by the National Geodetic Survey in June 1991..
 SO0606
 SO0606.The geoid height was determined by GEOID03.
 SO0606
 SO0606.The dynamic height is computed by dividing the NAVD 88
 SO0606.geopotential number by the normal gravity value computed on the
 SO0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0606.degrees latitude (g = 980.6199 gals.).
 SO0606
 SO0606.The modeled gravity was interpolated from observed gravity values.
 SO0606
 SO0606;                    North         East    Units  Estimated Accuracy
 SO0606;SPC ND N     -   108,790.      364,050.      MT  (+/- 180 meters Scaled)
 SO0606
 SO0606                          SUPERSEDED SURVEY CONTROL
 SO0606
 SO0606.No superseded survey control is available for this station.
 SO0606
 SO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP001099(NAD 83)
 SO0606_MARKER: DB = BENCH MARK DISK
 SO0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0606_STAMPING: K-376 1938
 SO0606_MARK LOGO: CGS   
 SO0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0606+STABILITY: SURFACE MOTION
 SO0606
 SO0606  HISTORY     - Date     Condition        Report By
 SO0606  HISTORY     - 1938     MONUMENTED       CGS
 SO0606  HISTORY     - 1968     GOOD             NGS
 SO0606  HISTORY     - 1981     GOOD             NGS
 SO0606
 SO0606                          STATION DESCRIPTION
 SO0606
 SO0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SO0606'7.0 MI N FROM ALEXANDER.
 SO0606'7.0 MI. NORTH OF THE GREAT NORTHERN RAILROAD DEPOT ALONG U.S. HIGHWAY
 SO0606'NO. 85.  AT INTERSECTION OF HIGHWAY AND SECTION LINE ROAD.  100 FEET
 SO0606'WEST OF CENTER LINE OF HIGHWAY.  118 FEET SOUTHWEST OF WEST END OF
 SO0606'SOUTH ONE OF TWO 14 INCH CONCRETE PIPE CULVERTS.  60 FEET SOUTH OF
 SO0606'CENTER LINE OF SECTION LINE ROAD.  NOTE-- A STEEL WITNESS POST WAS SET
 SO0606'1 FOOT WEST OF THE MARK.
 SO0606
 SO0606                          STATION RECOVERY (1968)
 SO0606
 SO0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SO0606'RECOVERED IN GOOD CONDITION.
 SO0606
 SO0606                          STATION RECOVERY (1981)
 SO0606
 SO0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SO0606'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SO0606'24.7 KM (15.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 SO0606'WITH U.S. HIGHWAY 2 IN WILLISTON, THENCE 0.2 KM (0.15 MI) WESTERLY
 SO0606'ALONG A GRAVELEDED ROAD, 18.3 METERS (60.0 FT) SOUTH OF THE CENTER OF
 SO0606'THE ROAD.
 SO0606'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SO0606'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0529 ***********************************************************************
 TG0529  DESIGNATION -  K 377
 TG0529  PID         -  TG0529
 TG0529  STATE/COUNTY-  ND/MOUNTRAIL
 TG0529  USGS QUAD   -  BELDEN SE (1981)
 TG0529
 TG0529                         *CURRENT SURVEY CONTROL
 TG0529  ___________________________________________________________________
 TG0529* NAD 83(1986)-  48 04 00.     (N)    102 21 14.     (W)     SCALED    
 TG0529* NAVD 88     -       674.576  (meters)    2213.17   (feet)  ADJUSTED  
 TG0529  ___________________________________________________________________
 TG0529  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG0529  DYNAMIC HT  -         674.669 (meters)    2213.48  (feet)  COMP
 TG0529  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 TG0529
 TG0529  VERT ORDER  -  SECOND    CLASS 0
 TG0529
 TG0529.The horizontal coordinates were scaled from a topographic map and have
 TG0529.an estimated accuracy of +/- 6 seconds.
 TG0529
 TG0529.The orthometric height was determined by differential leveling
 TG0529.and adjusted by the National Geodetic Survey in June 1991..
 TG0529
 TG0529.The geoid height was determined by GEOID03.
 TG0529
 TG0529.The dynamic height is computed by dividing the NAVD 88
 TG0529.geopotential number by the normal gravity value computed on the
 TG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0529.degrees latitude (g = 980.6199 gals.).
 TG0529
 TG0529.The modeled gravity was interpolated from observed gravity values.
 TG0529
 TG0529;                    North         East    Units  Estimated Accuracy
 TG0529;SPC ND N     -   120,260.      461,850.      MT  (+/- 180 meters Scaled)
 TG0529
 TG0529                          SUPERSEDED SURVEY CONTROL
 TG0529
 TG0529.No superseded survey control is available for this station.
 TG0529
 TG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP971270(NAD 83)
 TG0529_MARKER: DB = BENCH MARK DISK
 TG0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0529_SP_SET: CULVERT
 TG0529_STAMPING: K 377 1940
 TG0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0529
 TG0529  HISTORY     - Date     Condition        Report By
 TG0529  HISTORY     - 1940     MONUMENTED       CGS
 TG0529  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0529
 TG0529                          STATION DESCRIPTION
 TG0529
 TG0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0529'6.1 MI S FROM BELDEN.
 TG0529'1.7 MILES EAST ALONG STATE HIGHWAY 23 FROM THE SOO LINE RAILROAD
 TG0529'STATION AT VAN HOOK, MOUNTRAIL COUNTY, 7.5 MILES NORTH ALONG STATE
 TG0529'HIGHWAY 8.  AT A ROAD INTERSECTION, 28 FEET WEST OF THE CENTERLINE OF
 TG0529'THE HIGHWAY, 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT AN
 TG0529'18-INCH CORRUGATED-IRON PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 TG0529'NORTH END, AND 1.8 FEET WEST OF A WHITE WOODEN WITNESS POST.  A
 TG0529'STANDARD DISK, STAMPED K 377 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1368 ***********************************************************************
 TG1368  DESIGNATION -  K 379 RESET
 TG1368  PID         -  TG1368
 TG1368  STATE/COUNTY-  ND/MCKENZIE
 TG1368  USGS QUAD   -  WILLISTON SW (1979)
 TG1368
 TG1368                         *CURRENT SURVEY CONTROL
 TG1368  ___________________________________________________________________
 TG1368* NAD 83(1986)-  48 00 26.     (N)    103 39 33.     (W)     SCALED    
 TG1368* NAVD 88     -       682.812  (meters)    2240.19   (feet)  ADJUSTED  
 TG1368  ___________________________________________________________________
 TG1368  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 TG1368  DYNAMIC HT  -         682.890 (meters)    2240.45  (feet)  COMP
 TG1368  MODELED GRAV-     980,702.6   (mgal)                       NAVD 88
 TG1368
 TG1368  VERT ORDER  -  FIRST     CLASS II
 TG1368
 TG1368.The horizontal coordinates were scaled from a topographic map and have
 TG1368.an estimated accuracy of +/- 6 seconds.
 TG1368
 TG1368.The orthometric height was determined by differential leveling
 TG1368.and adjusted by the National Geodetic Survey in June 1991..
 TG1368
 TG1368.The geoid height was determined by GEOID03.
 TG1368
 TG1368.The dynamic height is computed by dividing the NAVD 88
 TG1368.geopotential number by the normal gravity value computed on the
 TG1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1368.degrees latitude (g = 980.6199 gals.).
 TG1368
 TG1368.The modeled gravity was interpolated from observed gravity values.
 TG1368
 TG1368;                    North         East    Units  Estimated Accuracy
 TG1368;SPC ND N     -   116,820.      364,360.      MT  (+/- 180 meters Scaled)
 TG1368
 TG1368                          SUPERSEDED SURVEY CONTROL
 TG1368
 TG1368.No superseded survey control is available for this station.
 TG1368
 TG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP000179(NAD 83)
 TG1368_MARKER: DB = BENCH MARK DISK
 TG1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1368_STAMPING: K 379 RESET 1968
 TG1368_MARK LOGO: CGS   
 TG1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1368+STABILITY: SURFACE MOTION
 TG1368
 TG1368  HISTORY     - Date     Condition        Report By
 TG1368  HISTORY     - 1968     MONUMENTED       CGS
 TG1368  HISTORY     - 1981     GOOD             NGS
 TG1368
 TG1368                          STATION DESCRIPTION
 TG1368
 TG1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TG1368'11 MI SSW FROM WILLISTON.
 TG1368'ABOUT 8.2 MILES SOUTH ALONG U.S. HIGHWAY NO. 85 FROM THE MISSOURI
 TG1368'RIVER BRIDGE AT JUNKIN, MCKENZIE COUNTY, 100 FEET EAST OF THE
 TG1368'CENTERLINE OF U.S. HIGHWAY NO. 85, 45 FEET SOUTH OF AN EAST-WEST ROAD
 TG1368'AND 1 FOOT NORTH OF A STEEL WITNESS POST.  A STANDARD DISK SET IN THE
 TG1368'TOP OF A ROUND CONCRETE POST AND STAMPED K 379 RESET 1968.  THE MARK
 TG1368'PROJECTS 4 INCHES.
 TG1368
 TG1368                          STATION RECOVERY (1981)
 TG1368
 TG1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1368'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE
 TG1368'EXCEPT THAT THE MILEAGE SOUTHERLY ALONG U.S. HIGHWAY 85 SHOULD BE
 TG1368'7.8 MILES, NOT 8.2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0157 ***********************************************************************
 RR0157  DESIGNATION -  K 380
 RR0157  PID         -  RR0157
 RR0157  STATE/COUNTY-  ND/SIOUX
 RR0157  USGS QUAD   -  FORT YATES (1968)
 RR0157
 RR0157                         *CURRENT SURVEY CONTROL
 RR0157  ___________________________________________________________________
 RR0157* NAD 83(1986)-  46 03 33.     (N)    100 39 15.     (W)     SCALED    
 RR0157* NAVD 88     -       501.223  (meters)    1644.43   (feet)  ADJUSTED  
 RR0157  ___________________________________________________________________
 RR0157  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 RR0157  DYNAMIC HT  -         501.204 (meters)    1644.37  (feet)  COMP
 RR0157  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 RR0157
 RR0157  VERT ORDER  -  SECOND    CLASS 0
 RR0157
 RR0157.The horizontal coordinates were scaled from a topographic map and have
 RR0157.an estimated accuracy of +/- 6 seconds.
 RR0157
 RR0157.The orthometric height was determined by differential leveling
 RR0157.and adjusted by the National Geodetic Survey in June 1991..
 RR0157
 RR0157.The geoid height was determined by GEOID03.
 RR0157
 RR0157.The dynamic height is computed by dividing the NAVD 88
 RR0157.geopotential number by the normal gravity value computed on the
 RR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0157.degrees latitude (g = 980.6199 gals.).
 RR0157
 RR0157.The modeled gravity was interpolated from observed gravity values.
 RR0157
 RR0157;                    North         East    Units  Estimated Accuracy
 RR0157;SPC ND S     -    43,640.      588,070.      MT  (+/- 180 meters Scaled)
 RR0157
 RR0157                          SUPERSEDED SURVEY CONTROL
 RR0157
 RR0157  NGVD 29 (??/??/92)  500.836  (m)         1643.16   (f) ADJ UNCH    2 0
 RR0157
 RR0157.Superseded values are not recommended for survey control.
 RR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0157.See file dsdata.txt to determine how the superseded data were derived.
 RR0157
 RR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS720019(NAD 83)
 RR0157_MARKER: DB = BENCH MARK DISK
 RR0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0157_STAMPING: K 380 1945
 RR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0157+STABILITY: SURFACE MOTION
 RR0157
 RR0157  HISTORY     - Date     Condition        Report By
 RR0157  HISTORY     - 1945     MONUMENTED       CGS
 RR0157  HISTORY     - 1956     GOOD             NGS
 RR0157
 RR0157                          STATION DESCRIPTION
 RR0157
 RR0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0157'2.3 MI SW FROM FORT YATES.
 RR0157'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A
 RR0157'GRAVEL ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES,
 RR0157'SIOUX COUNTY, ABOUT 0.2 MILE WEST OF A SHARP CURVE IN THE HIGHWAY, 38
 RR0157'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE,
 RR0157'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 RR0157'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 380 1945 AND SET IN THE
 RR0157'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0262 ***********************************************************************
 RR0262  DESIGNATION -  K 381
 RR0262  PID         -  RR0262
 RR0262  STATE/COUNTY-  ND/MORTON
 RR0262  USGS QUAD   -  FORT RICE (1971)
 RR0262
 RR0262                         *CURRENT SURVEY CONTROL
 RR0262  ___________________________________________________________________
 RR0262* NAD 83(1986)-  46 30 08.     (N)    100 35 02.     (W)     SCALED    
 RR0262* NAVD 88     -       501.923  (meters)    1646.73   (feet)  ADJUSTED  
 RR0262  ___________________________________________________________________
 RR0262  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RR0262  DYNAMIC HT  -         501.922 (meters)    1646.72  (feet)  COMP
 RR0262  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 RR0262
 RR0262  VERT ORDER  -  SECOND    CLASS 0
 RR0262
 RR0262.The horizontal coordinates were scaled from a topographic map and have
 RR0262.an estimated accuracy of +/- 6 seconds.
 RR0262
 RR0262.The orthometric height was determined by differential leveling
 RR0262.and adjusted by the National Geodetic Survey in June 1991..
 RR0262
 RR0262.The geoid height was determined by GEOID03.
 RR0262
 RR0262.The dynamic height is computed by dividing the NAVD 88
 RR0262.geopotential number by the normal gravity value computed on the
 RR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0262.degrees latitude (g = 980.6199 gals.).
 RR0262
 RR0262.The modeled gravity was interpolated from observed gravity values.
 RR0262
 RR0262;                    North         East    Units  Estimated Accuracy
 RR0262;SPC ND S     -    92,880.      593,560.      MT  (+/- 180 meters Scaled)
 RR0262
 RR0262                          SUPERSEDED SURVEY CONTROL
 RR0262
 RR0262  NGVD 29 (??/??/92)  501.509  (m)         1645.37   (f) ADJ UNCH    2 0
 RR0262
 RR0262.Superseded values are not recommended for survey control.
 RR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0262.See file dsdata.txt to determine how the superseded data were derived.
 RR0262
 RR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS784510(NAD 83)
 RR0262_MARKER: DB = BENCH MARK DISK
 RR0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0262_STAMPING: K 381 1945
 RR0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0262+STABILITY: SURFACE MOTION
 RR0262
 RR0262  HISTORY     - Date     Condition        Report By
 RR0262  HISTORY     - 1945     MONUMENTED       CGS
 RR0262
 RR0262                          STATION DESCRIPTION
 RR0262
 RR0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0262'1.5 MI S FROM FORT RICE.
 RR0262'1.5 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 RR0262'AT FORT RICE, 0.1 MILE EAST ALONG AN EAST-WEST FENCE LINE TO SITE OF
 RR0262'MARK, BENCH MARK IS 148.0 FEET WEST OF THE WEST BANK OF THE MISSOURI
 RR0262'RIVER, 1.0 FOOT SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4X4 MARKER
 RR0262'POST.  A BRONZE DISK STAMPED K 381 1945 AND SET IN THE TOP OF A
 RR0262'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0203 ***********************************************************************
 RR0203  DESIGNATION -  K 382
 RR0203  PID         -  RR0203
 RR0203  STATE/COUNTY-  ND/SIOUX
 RR0203  USGS QUAD   -  FORT YATES (1968)
 RR0203
 RR0203                         *CURRENT SURVEY CONTROL
 RR0203  ___________________________________________________________________
 RR0203* NAD 83(1986)-  46 02 32.     (N)    100 37 40.     (W)     SCALED    
 RR0203* NAVD 88     -       498.404  (meters)    1635.18   (feet)  ADJUSTED  
 RR0203  ___________________________________________________________________
 RR0203  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0203  DYNAMIC HT  -         498.385 (meters)    1635.12  (feet)  COMP
 RR0203  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 RR0203
 RR0203  VERT ORDER  -  FIRST     CLASS II
 RR0203
 RR0203.The horizontal coordinates were scaled from a topographic map and have
 RR0203.an estimated accuracy of +/- 6 seconds.
 RR0203
 RR0203.The orthometric height was determined by differential leveling
 RR0203.and adjusted by the National Geodetic Survey in June 1991..
 RR0203
 RR0203.The geoid height was determined by GEOID03.
 RR0203
 RR0203.The dynamic height is computed by dividing the NAVD 88
 RR0203.geopotential number by the normal gravity value computed on the
 RR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0203.degrees latitude (g = 980.6199 gals.).
 RR0203
 RR0203.The modeled gravity was interpolated from observed gravity values.
 RR0203
 RR0203;                    North         East    Units  Estimated Accuracy
 RR0203;SPC ND S     -    41,750.      590,110.      MT  (+/- 180 meters Scaled)
 RR0203
 RR0203                          SUPERSEDED SURVEY CONTROL
 RR0203
 RR0203  NGVD 29 (??/??/92)  498.015  (m)         1633.90   (f) ADJ UNCH    1 2
 RR0203
 RR0203.Superseded values are not recommended for survey control.
 RR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0203.See file dsdata.txt to determine how the superseded data were derived.
 RR0203
 RR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS740000(NAD 83)
 RR0203_MARKER: DB = BENCH MARK DISK
 RR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0203_STAMPING: K 382 1945
 RR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0203+STABILITY: SURFACE MOTION
 RR0203
 RR0203  HISTORY     - Date     Condition        Report By
 RR0203  HISTORY     - 1945     MONUMENTED       CGS
 RR0203  HISTORY     - 1949     GOOD             NGS
 RR0203  HISTORY     - 1959     GOOD             NGS
 RR0203
 RR0203                          STATION DESCRIPTION
 RR0203
 RR0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0203'3.2 MI S FROM FORT YATES.
 RR0203'3.2 MILES SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF
 RR0203'YATES STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, 36 FEET
 RR0203'WEST OF THE CENTER LINE OF ROAD, 1 FOOT WEST OF A FENCE LINE, 2.5 FEET
 RR0203'EAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 RR0203'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 RR0203
 RR0203                          STATION RECOVERY (1959)
 RR0203
 RR0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0083 ***********************************************************************
 RR0083  DESIGNATION -  K 383 RESET
 RR0083  PID         -  RR0083
 RR0083  STATE/COUNTY-  ND/EMMONS
 RR0083  USGS QUAD   -  FORT YATES NE (1968)
 RR0083
 RR0083                         *CURRENT SURVEY CONTROL
 RR0083  ___________________________________________________________________
 RR0083* NAD 83(1986)-  46 09 36.     (N)    100 30 32.     (W)     SCALED    
 RR0083* NAVD 88     -       581.94   (+/-2cm)    1909.2    (feet)  VERTCON   
 RR0083  ___________________________________________________________________
 RR0083  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 RR0083
 RR0083  VERT ORDER  -  THIRD (See Below)
 RR0083
 RR0083.The horizontal coordinates were scaled from a topographic map and have
 RR0083.an estimated accuracy of +/- 6 seconds.
 RR0083
 RR0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0083.The vertical order pertains to the NGVD 29 superseded value.
 RR0083
 RR0083.The geoid height was determined by GEOID03.
 RR0083
 RR0083;                    North         East    Units  Estimated Accuracy
 RR0083;SPC ND S     -    54,840.      599,310.      MT  (+/- 180 meters Scaled)
 RR0083
 RR0083                          SUPERSEDED SURVEY CONTROL
 RR0083
 RR0083  NGVD 29 (11/04/04)  581.54   (m)         1907.9    (f) RESET       3  
 RR0083
 RR0083.Superseded values are not recommended for survey control.
 RR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0083.See file dsdata.txt to determine how the superseded data were derived.
 RR0083
 RR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS835129(NAD 83)
 RR0083_MARKER: DB = BENCH MARK DISK
 RR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0083_STAMPING: K 383 RESET 1957
 RR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0083+STABILITY: SURFACE MOTION
 RR0083
 RR0083  HISTORY     - Date     Condition        Report By
 RR0083  HISTORY     - 1957     MONUMENTED       CGS
 RR0083
 RR0083                          STATION DESCRIPTION
 RR0083
 RR0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RR0083'19.0 MI SW FROM LINTON.
 RR0083'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0083'LINTON, THENCE 7.1 MILES WEST ALONG A DIRT ROAD, THENCE 0.7 MILE SOUTH
 RR0083'ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT ROAD, THENCE 0.3
 RR0083'MILE SOUTH AND 0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.8 MILE SOUTH
 RR0083'AND 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A
 RR0083'DIRT ROAD, THENCE 2 MILES WEST AND 1.0 MILE SOUTH, THENCE 3 MILES WEST
 RR0083'AND 1.0 MILE NORTH, THENCE 0.3 MILE MILE WEST OF A WHITE HOUSE, 80
 RR0083'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A FENCE
 RR0083'CORNER AND 3 FEET NORTH OF A WHITE WITNESS POST. THE DISK IS SET IN
 RR0083'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0164 ***********************************************************************
 SN0164  DESIGNATION -  K 384
 SN0164  PID         -  SN0164
 SN0164  STATE/COUNTY-  ND/OLIVER
 SN0164  USGS QUAD   -  SANGER (1966)
 SN0164
 SN0164                         *CURRENT SURVEY CONTROL
 SN0164  ___________________________________________________________________
 SN0164* NAD 83(1986)-  47 10 45.     (N)    100 59 34.     (W)     SCALED    
 SN0164* NAVD 88     -       517.435  (meters)    1697.62   (feet)  ADJUSTED  
 SN0164  ___________________________________________________________________
 SN0164  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SN0164  DYNAMIC HT  -         517.456 (meters)    1697.69  (feet)  COMP
 SN0164  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 SN0164
 SN0164  VERT ORDER  -  SECOND    CLASS 0
 SN0164
 SN0164.The horizontal coordinates were scaled from a topographic map and have
 SN0164.an estimated accuracy of +/- 6 seconds.
 SN0164
 SN0164.The orthometric height was determined by differential leveling
 SN0164.and adjusted by the National Geodetic Survey in June 1991..
 SN0164
 SN0164.The geoid height was determined by GEOID03.
 SN0164
 SN0164.The dynamic height is computed by dividing the NAVD 88
 SN0164.geopotential number by the normal gravity value computed on the
 SN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0164.degrees latitude (g = 980.6199 gals.).
 SN0164
 SN0164.The modeled gravity was interpolated from observed gravity values.
 SN0164
 SN0164;                    North         East    Units  Estimated Accuracy
 SN0164;SPC ND S     -   168,240.      562,650.      MT  (+/- 180 meters Scaled)
 SN0164
 SN0164                          SUPERSEDED SURVEY CONTROL
 SN0164
 SN0164  NGVD 29 (??/??/92)  517.039  (m)         1696.32   (f) ADJ UNCH    2 0
 SN0164
 SN0164.Superseded values are not recommended for survey control.
 SN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0164.See file dsdata.txt to determine how the superseded data were derived.
 SN0164
 SN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT490270(NAD 83)
 SN0164_MARKER: DD = SURVEY DISK
 SN0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0164_SP_SET: STOVEPIPE
 SN0164_STAMPING: K 384 1696.319
 SN0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0164
 SN0164  HISTORY     - Date     Condition        Report By
 SN0164  HISTORY     - UNK      MONUMENTED       BOR
 SN0164  HISTORY     - 1946     GOOD             NGS
 SN0164  HISTORY     - 1956     GOOD             NGS
 SN0164  HISTORY     - 1982     GOOD             NGS
 SN0164
 SN0164                          STATION DESCRIPTION
 SN0164
 SN0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 SN0164'0.1 MI S FROM PRICE.
 SN0164'ABOUT 0.1 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0164'STATION AT PRICE, ABOUT 2 POLES NORTH OF MILEPOST NO. 27, 52 FEET WEST
 SN0164'OF AND ABOUT 2 FEET HIGHER THAN THE CENTER LINE OF THE MAIN TRACK, 2
 SN0164'FEET SOUTH OF A 4 X 4 IN. MARKER POST AND IN LINE WITH A ROW OF POLES.
 SN0164'A BRONZE DISC SET IN THE TOP OF A 6 INCH STOVEPIPE FILLED WITH
 SN0164'CONCRETE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. STAMPED K 384
 SN0164'BY THIS PARTY IN 1946.
 SN0164
 SN0164                          STATION RECOVERY (1956)
 SN0164
 SN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0164'RECOVERED IN GOOD CONDITION.
 SN0164
 SN0164                          STATION RECOVERY (1982)
 SN0164
 SN0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0314 ***********************************************************************
 RR0314  DESIGNATION -  K 385
 RR0314  PID         -  RR0314
 RR0314  STATE/COUNTY-  ND/MORTON
 RR0314  USGS QUAD   -  HARMON (1976)
 RR0314
 RR0314                         *CURRENT SURVEY CONTROL
 RR0314  ___________________________________________________________________
 RR0314* NAD 83(1986)-  46 57 18.     (N)    100 57 09.     (W)     SCALED    
 RR0314* NAVD 88     -       503.993  (meters)    1653.52   (feet)  ADJUSTED  
 RR0314  ___________________________________________________________________
 RR0314  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 RR0314  DYNAMIC HT  -         504.002 (meters)    1653.55  (feet)  COMP
 RR0314  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 RR0314
 RR0314  VERT ORDER  -  SECOND    CLASS 0
 RR0314
 RR0314.The horizontal coordinates were scaled from a topographic map and have
 RR0314.an estimated accuracy of +/- 6 seconds.
 RR0314
 RR0314.The orthometric height was determined by differential leveling
 RR0314.and adjusted by the National Geodetic Survey in June 1991..
 RR0314
 RR0314.The geoid height was determined by GEOID03.
 RR0314
 RR0314.The dynamic height is computed by dividing the NAVD 88
 RR0314.geopotential number by the normal gravity value computed on the
 RR0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0314.degrees latitude (g = 980.6199 gals.).
 RR0314
 RR0314.The modeled gravity was interpolated from observed gravity values.
 RR0314
 RR0314;                    North         East    Units  Estimated Accuracy
 RR0314;SPC ND S     -   143,310.      565,560.      MT  (+/- 180 meters Scaled)
 RR0314
 RR0314                          SUPERSEDED SURVEY CONTROL
 RR0314
 RR0314  NGVD 29 (??/??/92)  503.616  (m)         1652.28   (f) ADJ UNCH    2 0
 RR0314
 RR0314.Superseded values are not recommended for survey control.
 RR0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0314.See file dsdata.txt to determine how the superseded data were derived.
 RR0314
 RR0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT514020(NAD 83)
 RR0314_MARKER: DB = BENCH MARK DISK
 RR0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0314_STAMPING: K 385 1946
 RR0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0314+STABILITY: SURFACE MOTION
 RR0314
 RR0314  HISTORY     - Date     Condition        Report By
 RR0314  HISTORY     - 1946     MONUMENTED       CGS
 RR0314  HISTORY     - 1956     GOOD             NGS
 RR0314
 RR0314                          STATION DESCRIPTION
 RR0314
 RR0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0314'11.0 MI NW FROM MANDAN.
 RR0314'ABOUT 11.0 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 RR0314'THE STATION AT MANDAN, AT HARMON SIDING, ABOUT 40 YARDS SOUTHEAST OF
 RR0314'THE SOUTHEAST CORNER OF A GRAIN ELEVATOR, ABOUT 100 YARDS NORTHWEST OF
 RR0314'MILE POST 10, 30.0 FEET SOUTHWEST OF AND ABOUT 6.0 FEET LOWER THAN THE
 RR0314'CENTER LINE OF THE MAIN TRACK, 19.0 FEET EAST OF THE CENTER LINE OF
 RR0314'SPUR TRACK AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST.  A BRONZE
 RR0314'DISK STAMPED K 385 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 RR0314'PROJECTS 4 INCHES ABOVE GROUND.
 RR0314
 RR0314                          STATION RECOVERY (1956)
 RR0314
 RR0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1308 ***********************************************************************
 TG1308  DESIGNATION -  K 386
 TG1308  PID         -  TG1308
 TG1308  STATE/COUNTY-  ND/WILLIAMS
 TG1308  USGS QUAD   -  WILLISTON EAST (1976)
 TG1308
 TG1308                         *CURRENT SURVEY CONTROL
 TG1308  ___________________________________________________________________
 TG1308* NAD 83(1986)-  48 08 58.     (N)    103 34 37.     (W)     SCALED    
 TG1308* NAVD 88     -       572.322  (meters)    1877.69   (feet)  ADJUSTED  
 TG1308  ___________________________________________________________________
 TG1308  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1308  DYNAMIC HT  -         572.405 (meters)    1877.97  (feet)  COMP
 TG1308  MODELED GRAV-     980,736.7   (mgal)                       NAVD 88
 TG1308
 TG1308  VERT ORDER  -  FIRST     CLASS II
 TG1308
 TG1308.The horizontal coordinates were scaled from a topographic map and have
 TG1308.an estimated accuracy of +/- 6 seconds.
 TG1308
 TG1308.The orthometric height was determined by differential leveling
 TG1308.and adjusted by the National Geodetic Survey in June 1991..
 TG1308
 TG1308.The geoid height was determined by GEOID03.
 TG1308
 TG1308.The dynamic height is computed by dividing the NAVD 88
 TG1308.geopotential number by the normal gravity value computed on the
 TG1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1308.degrees latitude (g = 980.6199 gals.).
 TG1308
 TG1308.The modeled gravity was interpolated from observed gravity values.
 TG1308
 TG1308;                    North         East    Units  Estimated Accuracy
 TG1308;SPC ND N     -   132,370.      371,120.      MT  (+/- 180 meters Scaled)
 TG1308
 TG1308                          SUPERSEDED SURVEY CONTROL
 TG1308
 TG1308  NGVD 29 (??/??/92)  571.838  (m)         1876.11   (f) ADJ UNCH    1 2
 TG1308
 TG1308.Superseded values are not recommended for survey control.
 TG1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1308.See file dsdata.txt to determine how the superseded data were derived.
 TG1308
 TG1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP058338(NAD 83)
 TG1308_MARKER: DB = BENCH MARK DISK
 TG1308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1308_SP_SET: ABUTMENT
 TG1308_STAMPING: K 386 1946
 TG1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1308
 TG1308  HISTORY     - Date     Condition        Report By
 TG1308  HISTORY     - 1946     MONUMENTED       CGS
 TG1308  HISTORY     - 1959     GOOD             NGS
 TG1308
 TG1308                          STATION DESCRIPTION
 TG1308
 TG1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 TG1308'2.2 MI NE FROM WILLISTON.
 TG1308'2.2 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1308'AT WILLISTON, WILLIAMS COUNTY, AT BRIDGE 236.4, IN THE TOP OF THE
 TG1308'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT, 8 FEET NORTHWEST OF
 TG1308'THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 TG1308'STANDARD DISK, STAMPED K 386 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1137 ***********************************************************************
 TG1137  DESIGNATION -  K 387
 TG1137  PID         -  TG1137
 TG1137  STATE/COUNTY-  ND/WILLIAMS
 TG1137  USGS QUAD   -  RAY (1978)
 TG1137
 TG1137                         *CURRENT SURVEY CONTROL
 TG1137  ___________________________________________________________________
 TG1137* NAD 83(1986)-  48 20 54.     (N)    103 09 13.     (W)     SCALED    
 TG1137* NAVD 88     -       694.219  (meters)    2277.62   (feet)  ADJUSTED  
 TG1137  ___________________________________________________________________
 TG1137  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1137  DYNAMIC HT  -         694.319 (meters)    2277.94  (feet)  COMP
 TG1137  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 TG1137
 TG1137  VERT ORDER  -  FIRST     CLASS II
 TG1137
 TG1137.The horizontal coordinates were scaled from a topographic map and have
 TG1137.an estimated accuracy of +/- 6 seconds.
 TG1137
 TG1137.The orthometric height was determined by differential leveling
 TG1137.and adjusted by the National Geodetic Survey in June 1991..
 TG1137
 TG1137.The geoid height was determined by GEOID03.
 TG1137
 TG1137.The dynamic height is computed by dividing the NAVD 88
 TG1137.geopotential number by the normal gravity value computed on the
 TG1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1137.degrees latitude (g = 980.6199 gals.).
 TG1137
 TG1137.The modeled gravity was interpolated from observed gravity values.
 TG1137
 TG1137;                    North         East    Units  Estimated Accuracy
 TG1137;SPC ND N     -   153,300.      403,360.      MT  (+/- 180 meters Scaled)
 TG1137
 TG1137                          SUPERSEDED SURVEY CONTROL
 TG1137
 TG1137  NGVD 29 (??/??/92)  693.726  (m)         2276.00   (f) ADJ UNCH    1 2
 TG1137
 TG1137.Superseded values are not recommended for survey control.
 TG1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1137.See file dsdata.txt to determine how the superseded data were derived.
 TG1137
 TG1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP368566(NAD 83)
 TG1137_MARKER: DB = BENCH MARK DISK
 TG1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1137_STAMPING: K 387 1946
 TG1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1137+STABILITY: SURFACE MOTION
 TG1137
 TG1137  HISTORY     - Date     Condition        Report By
 TG1137  HISTORY     - 1946     MONUMENTED       CGS
 TG1137  HISTORY     - 1963     GOOD             NGS
 TG1137  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1137
 TG1137                          STATION DESCRIPTION
 TG1137
 TG1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG1137'0.7 MI NE FROM RAY.
 TG1137'ABOUT 0.7 MILE NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG1137'STATION AT RAY, ABOUT 0.3 MILE NORTHEAST OF A GRAVELED ROAD CROSSING,
 TG1137'83.5 FEET WEST OF MILEPOST 93, 95.6 FEET NORTHWEST OF THE NORTHWEST
 TG1137'RAIL, 16.5 FEET SOUTHWEST OF THE 10TH TELEGRAPH POLE NORTHEAST OF THE
 TG1137'ROAD, 1.5 FEET SOUTHEAST OF A FENCE, ABOUT 5 FEET BELOW THE LEVEL OF
 TG1137'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TG1137
 TG1137                          STATION RECOVERY (1981)
 TG1137
 TG1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1146 ***********************************************************************
 SN1146  DESIGNATION -  K 389
 SN1146  PID         -  SN1146
 SN1146  STATE/COUNTY-  ND/MCLEAN
 SN1146  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1146
 SN1146                         *CURRENT SURVEY CONTROL
 SN1146  ___________________________________________________________________
 SN1146* NAD 83(1986)-  47 34 32.     (N)    101 59 57.     (W)     SCALED    
 SN1146* NAVD 88     -       623.380  (meters)    2045.21   (feet)  ADJUSTED  
 SN1146  ___________________________________________________________________
 SN1146  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 SN1146  DYNAMIC HT  -         623.447 (meters)    2045.43  (feet)  COMP
 SN1146  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SN1146
 SN1146  VERT ORDER  -  SECOND    CLASS 0
 SN1146
 SN1146.The horizontal coordinates were scaled from a topographic map and have
 SN1146.an estimated accuracy of +/- 6 seconds.
 SN1146
 SN1146.The orthometric height was determined by differential leveling
 SN1146.and adjusted by the National Geodetic Survey in June 1991..
 SN1146
 SN1146.The geoid height was determined by GEOID03.
 SN1146
 SN1146.The dynamic height is computed by dividing the NAVD 88
 SN1146.geopotential number by the normal gravity value computed on the
 SN1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1146.degrees latitude (g = 980.6199 gals.).
 SN1146
 SN1146.The modeled gravity was interpolated from observed gravity values.
 SN1146
 SN1146;                    North         East    Units  Estimated Accuracy
 SN1146;SPC ND N     -    65,090.      487,220.      MT  (+/- 180 meters Scaled)
 SN1146
 SN1146                          SUPERSEDED SURVEY CONTROL
 SN1146
 SN1146  NGVD 29 (??/??/92)  622.968  (m)         2043.85   (f) ADJ UNCH    2 0
 SN1146
 SN1146.Superseded values are not recommended for survey control.
 SN1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1146.See file dsdata.txt to determine how the superseded data were derived.
 SN1146
 SN1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT744734(NAD 83)
 SN1146_MARKER: DB = BENCH MARK DISK
 SN1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1146_STAMPING: K 389 1946
 SN1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1146+STABILITY: SURFACE MOTION
 SN1146
 SN1146  HISTORY     - Date     Condition        Report By
 SN1146  HISTORY     - 1946     MONUMENTED       CGS
 SN1146  HISTORY     - 1958     GOOD             NGS
 SN1146
 SN1146                          STATION DESCRIPTION
 SN1146
 SN1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1146'11.0 MI SSE FROM RAUB.
 SN1146'1.0 MILE NORTH, THENCE 5.2 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 SN1146'FROM THE PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, AT THE EAST END OF A
 SN1146'CUT, 74 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 44 FEET WEST OF
 SN1146'A TELEPHONE POLE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND
 SN1146'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED K
 SN1146'389 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 SN1146'ABOVE GROUND.  NOTE-- THIS MARK WAS ORIGINALLY DESCRIBED FROM NISHU
 SN1146'BUT THIS VILLAGE SITE IS NOW UNDER WATERS OF THE GARRISON RESERVOIR.
 SN1146'TO REACH FROM RAUB, GO SOUTH FOR 5.0 MILES, WEST FOR 0.75 MILE, SOUTH
 SN1146'FOR 4.8 MILES TO FORKS, TAKE LEFT FORK FOR 0.45 MILE TO FORKS, TAKE
 SN1146'RIGHT FORK ON OLD HIGHWAY FOR 3.2 MILES TO MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0286 ***********************************************************************
 RQ0286  DESIGNATION -  K 39
 RQ0286  PID         -  RQ0286
 RQ0286  STATE/COUNTY-  ND/STUTSMAN
 RQ0286  USGS QUAD   -  GACKLE NORTH (1983)
 RQ0286
 RQ0286                         *CURRENT SURVEY CONTROL
 RQ0286  ___________________________________________________________________
 RQ0286* NAD 83(1986)-  46 38 02.     (N)    099 11 27.     (W)     SCALED    
 RQ0286* NAVD 88     -       591.716  (meters)    1941.32   (feet)  ADJUSTED  
 RQ0286  ___________________________________________________________________
 RQ0286  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 RQ0286  DYNAMIC HT  -         591.711 (meters)    1941.31  (feet)  COMP
 RQ0286  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 RQ0286
 RQ0286  VERT ORDER  -  SECOND    CLASS 0
 RQ0286
 RQ0286.The horizontal coordinates were scaled from a topographic map and have
 RQ0286.an estimated accuracy of +/- 6 seconds.
 RQ0286
 RQ0286.The orthometric height was determined by differential leveling
 RQ0286.and adjusted by the National Geodetic Survey in June 1991..
 RQ0286
 RQ0286.The geoid height was determined by GEOID03.
 RQ0286
 RQ0286.The dynamic height is computed by dividing the NAVD 88
 RQ0286.geopotential number by the normal gravity value computed on the
 RQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0286.degrees latitude (g = 980.6199 gals.).
 RQ0286
 RQ0286.The modeled gravity was interpolated from observed gravity values.
 RQ0286
 RQ0286;                    North         East    Units  Estimated Accuracy
 RQ0286;SPC ND S     -   108,350.      700,240.      MT  (+/- 180 meters Scaled)
 RQ0286
 RQ0286                          SUPERSEDED SURVEY CONTROL
 RQ0286
 RQ0286  NGVD 29 (??/??/92)  591.289  (m)         1939.92   (f) ADJ UNCH    2 0
 RQ0286
 RQ0286.Superseded values are not recommended for survey control.
 RQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0286.See file dsdata.txt to determine how the superseded data were derived.
 RQ0286
 RQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS853644(NAD 83)
 RQ0286_MARKER: DB = BENCH MARK DISK
 RQ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0286_STAMPING: K 39 1934
 RQ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0286+STABILITY: SURFACE MOTION
 RQ0286
 RQ0286  HISTORY     - Date     Condition        Report By
 RQ0286  HISTORY     - 1934     MONUMENTED       CGS
 RQ0286  HISTORY     - 1960     GOOD             NGS
 RQ0286
 RQ0286                          STATION DESCRIPTION
 RQ0286
 RQ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0286'2.6 MI W FROM GACKLE.
 RQ0286'IN STUTSMAN COUNTY, ABOUT 2.6 MILES WEST ALONG THE NORTHERN PACIFIC
 RQ0286'RAILWAY FROM THE HIGH SCHOOL AT GACKLE, LOGAN COUNTY, ABOUT 6-2/3
 RQ0286'POLES EAST OF MILEPOST 138, ABOUT 85 FEET SOUTHEAST OF THE EAST END OF
 RQ0286'A SNOW FENCE, ABOUT 60 FEET EAST OF THE EAST END OF AN OPEN CUT, 24
 RQ0286'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 1/2 FEET LOWER
 RQ0286'THAN THE TRACK.  A STANDARD DISK, STAMPED K 39 1934 AND SET IN THE TOP
 RQ0286'OF A CONCRETE POST.  NOTE-- THE MARK IS ABOUT 4 1/2 POLES EAST OF
 RQ0286'MILEPOST 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0853 ***********************************************************************
 TG0853  DESIGNATION -  K 390
 TG0853  PID         -  TG0853
 TG0853  STATE/COUNTY-  ND/MOUNTRAIL
 TG0853  USGS QUAD   -  TIOGA SE (1979)
 TG0853
 TG0853                         *CURRENT SURVEY CONTROL
 TG0853  ___________________________________________________________________
 TG0853* NAD 83(1986)-  48 21 59.     (N)    102 47 42.     (W)     SCALED    
 TG0853* NAVD 88     -       695.764  (meters)    2282.69   (feet)  ADJUSTED  
 TG0853  ___________________________________________________________________
 TG0853  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0853  DYNAMIC HT  -         695.875 (meters)    2283.05  (feet)  COMP
 TG0853  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TG0853
 TG0853  VERT ORDER  -  SECOND    CLASS 0
 TG0853
 TG0853.The horizontal coordinates were scaled from a topographic map and have
 TG0853.an estimated accuracy of +/- 6 seconds.
 TG0853
 TG0853.The orthometric height was determined by differential leveling
 TG0853.and adjusted by the National Geodetic Survey in June 1991..
 TG0853
 TG0853.The geoid height was determined by GEOID03.
 TG0853
 TG0853.The dynamic height is computed by dividing the NAVD 88
 TG0853.geopotential number by the normal gravity value computed on the
 TG0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0853.degrees latitude (g = 980.6199 gals.).
 TG0853
 TG0853.The modeled gravity was interpolated from observed gravity values.
 TG0853
 TG0853;                    North         East    Units  Estimated Accuracy
 TG0853;SPC ND N     -   154,450.      429,990.      MT  (+/- 180 meters Scaled)
 TG0853
 TG0853                          SUPERSEDED SURVEY CONTROL
 TG0853
 TG0853  NGVD 29 (??/??/92)  695.296  (m)         2281.15   (f) ADJ UNCH    2 0
 TG0853
 TG0853.Superseded values are not recommended for survey control.
 TG0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0853.See file dsdata.txt to determine how the superseded data were derived.
 TG0853
 TG0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP633593(NAD 83)
 TG0853_MARKER: DB = BENCH MARK DISK
 TG0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0853_STAMPING: K 390 1946
 TG0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0853+STABILITY: SURFACE MOTION
 TG0853
 TG0853  HISTORY     - Date     Condition        Report By
 TG0853  HISTORY     - 1946     MONUMENTED       CGS
 TG0853  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG0853  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0853
 TG0853                          STATION DESCRIPTION
 TG0853
 TG0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0853'1.6 MI SW FROM WHITE EARTH.
 TG0853'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 1.6
 TG0853'MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 76.0 FEET
 TG0853'NORTH-NORTHEAST OF A TELEPHONE POLE, 52.0 FEET EAST OF AND ABOUT LEVEL
 TG0853'WITH THE CENTER LINE OF THE ROAD, 27.7 FEET NORTH OF THE NORTHEAST END
 TG0853'OF A WIRE GATE, 2.0 FEET WEST OF A FENCE AND 1.0 FOOT SOUTH OF A 4 X 4
 TG0853'IN. MARKER POST.  A BRONZE DISK STAMPED K 390 1946 SET IN THE TOP OF A
 TG0853'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG0853
 TG0853                          STATION RECOVERY (1975)
 TG0853
 TG0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG0853'MARK NOT FOUND.
 TG0853
 TG0853                          STATION RECOVERY (1981)
 TG0853
 TG0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0026 ***********************************************************************
 SO0026  DESIGNATION -  K 391
 SO0026  PID         -  SO0026
 SO0026  STATE/COUNTY-  ND/MCLEAN
 SO0026  USGS QUAD   -  NEW TOWN SE (1967)
 SO0026
 SO0026                         *CURRENT SURVEY CONTROL
 SO0026  ___________________________________________________________________
 SO0026* NAD 83(1986)-  47 49 07.     (N)    102 21 34.     (W)     SCALED    
 SO0026* NAVD 88     -       539.157  (meters)    1768.88   (feet)  ADJUSTED  
 SO0026  ___________________________________________________________________
 SO0026  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 SO0026  DYNAMIC HT  -         539.232 (meters)    1769.13  (feet)  COMP
 SO0026  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 SO0026
 SO0026  VERT ORDER  -  SECOND    CLASS 0
 SO0026
 SO0026.The horizontal coordinates were scaled from a topographic map and have
 SO0026.an estimated accuracy of +/- 6 seconds.
 SO0026
 SO0026.The orthometric height was determined by differential leveling
 SO0026.and adjusted by the National Geodetic Survey in June 1991..
 SO0026
 SO0026.The geoid height was determined by GEOID03.
 SO0026
 SO0026.The dynamic height is computed by dividing the NAVD 88
 SO0026.geopotential number by the normal gravity value computed on the
 SO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0026.degrees latitude (g = 980.6199 gals.).
 SO0026
 SO0026.The modeled gravity was interpolated from observed gravity values.
 SO0026
 SO0026;                    North         East    Units  Estimated Accuracy
 SO0026;SPC ND N     -    92,700.      460,770.      MT  (+/- 180 meters Scaled)
 SO0026
 SO0026                          SUPERSEDED SURVEY CONTROL
 SO0026
 SO0026  NGVD 29 (??/??/92)  538.731  (m)         1767.49   (f) ADJ UNCH    2 0
 SO0026
 SO0026.Superseded values are not recommended for survey control.
 SO0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0026.See file dsdata.txt to determine how the superseded data were derived.
 SO0026
 SO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN976995(NAD 83)
 SO0026_MARKER: DB = BENCH MARK DISK
 SO0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0026_SP_SET: ABUTMENT
 SO0026_STAMPING: K 391 1946
 SO0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0026
 SO0026  HISTORY     - Date     Condition        Report By
 SO0026  HISTORY     - 1946     MONUMENTED       CGS
 SO0026
 SO0026                          STATION DESCRIPTION
 SO0026
 SO0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0026'0.4 MI W FROM SHELL CREEK.
 SO0026'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO WEST 0.4 MILE ALONG A
 SO0026'GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 14.0 FEET NORTH OF AND
 SO0026'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, ON TOP OF THE NORTH END
 SO0026'OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE OVER SHELL CREEK.  A
 SO0026'BRONZE DISK STAMPED K 391 1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0002 ***********************************************************************
 SO0002  DESIGNATION -  K 392
 SO0002  PID         -  SO0002
 SO0002  STATE/COUNTY-  ND/MCLEAN
 SO0002  USGS QUAD   -  TWIN BUTTES (1967)
 SO0002
 SO0002                         *CURRENT SURVEY CONTROL
 SO0002  ___________________________________________________________________
 SO0002* NAD 83(1986)-  47 36 11.     (N)    102 11 49.     (W)     SCALED    
 SO0002* NAVD 88     -       529.970  (meters)    1738.74   (feet)  ADJUSTED  
 SO0002  ___________________________________________________________________
 SO0002  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 SO0002  DYNAMIC HT  -         530.030 (meters)    1738.94  (feet)  COMP
 SO0002  MODELED GRAV-     980,708.6   (mgal)                       NAVD 88
 SO0002
 SO0002  VERT ORDER  -  SECOND    CLASS 0
 SO0002
 SO0002.The horizontal coordinates were scaled from a topographic map and have
 SO0002.an estimated accuracy of +/- 6 seconds.
 SO0002
 SO0002.The orthometric height was determined by differential leveling
 SO0002.and adjusted by the National Geodetic Survey in June 1991..
 SO0002
 SO0002.The geoid height was determined by GEOID03.
 SO0002
 SO0002.The dynamic height is computed by dividing the NAVD 88
 SO0002.geopotential number by the normal gravity value computed on the
 SO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0002.degrees latitude (g = 980.6199 gals.).
 SO0002
 SO0002.The modeled gravity was interpolated from observed gravity values.
 SO0002
 SO0002;                    North         East    Units  Estimated Accuracy
 SO0002;SPC ND N     -    68,450.      472,410.      MT  (+/- 180 meters Scaled)
 SO0002
 SO0002                          SUPERSEDED SURVEY CONTROL
 SO0002
 SO0002  NGVD 29 (??/??/92)  529.565  (m)         1737.41   (f) ADJ UNCH    2 0
 SO0002
 SO0002.Superseded values are not recommended for survey control.
 SO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0002.See file dsdata.txt to determine how the superseded data were derived.
 SO0002
 SO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN106759(NAD 83)
 SO0002_MARKER: DB = BENCH MARK DISK
 SO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0002_STAMPING: K 392 1946
 SO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0002+STABILITY: SURFACE MOTION
 SO0002
 SO0002  HISTORY     - Date     Condition        Report By
 SO0002  HISTORY     - 1946     MONUMENTED       CGS
 SO0002
 SO0002                          STATION DESCRIPTION
 SO0002
 SO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0002'3.8 MI NW FROM ELBOWOODS.
 SO0002'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0002'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILES ALONG STATE HIGHWAY NO.
 SO0002'8, THENCE NORTHWESTERLY 1.6 MILES ALONG A GRAVELED ROAD TO SITE OF
 SO0002'MARK, BENCH MARK IS ABOUT 100 YARDS SOUTH OF A FRAME HOUSE, 45.0 FEET
 SO0002'NORTH OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE ROAD,
 SO0002'17.0 FEET EAST OF THE CENTER LINE OF A DRIVE LEADING NORTH, 1.0 FOOT
 SO0002'SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A
 SO0002'BRONZE DISK STAMPED K 392 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 SO0002'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1153 ***********************************************************************
 SN1153  DESIGNATION -  K 393
 SN1153  PID         -  SN1153
 SN1153  STATE/COUNTY-  ND/MCLEAN
 SN1153  USGS QUAD   -  BLACKWATER LAKE SW (1977)
 SN1153
 SN1153                         *CURRENT SURVEY CONTROL
 SN1153  ___________________________________________________________________
 SN1153* NAD 83(1986)-  47 32 42.     (N)    101 53 12.     (W)     SCALED    
 SN1153* NAVD 88     -       563.239  (meters)    1847.89   (feet)  ADJUSTED  
 SN1153  ___________________________________________________________________
 SN1153  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 SN1153  DYNAMIC HT  -         563.295 (meters)    1848.08  (feet)  COMP
 SN1153  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 SN1153
 SN1153  VERT ORDER  -  SECOND    CLASS 0
 SN1153
 SN1153.The horizontal coordinates were scaled from a topographic map and have
 SN1153.an estimated accuracy of +/- 6 seconds.
 SN1153
 SN1153.The orthometric height was determined by differential leveling
 SN1153.and adjusted by the National Geodetic Survey in June 1991..
 SN1153
 SN1153.The geoid height was determined by GEOID03.
 SN1153
 SN1153.The dynamic height is computed by dividing the NAVD 88
 SN1153.geopotential number by the normal gravity value computed on the
 SN1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1153.degrees latitude (g = 980.6199 gals.).
 SN1153
 SN1153.The modeled gravity was interpolated from observed gravity values.
 SN1153
 SN1153;                    North         East    Units  Estimated Accuracy
 SN1153;SPC ND N     -    61,530.      495,620.      MT  (+/- 180 meters Scaled)
 SN1153
 SN1153                          SUPERSEDED SURVEY CONTROL
 SN1153
 SN1153  NGVD 29 (??/??/92)  562.832  (m)         1846.56   (f) ADJ UNCH    2 0
 SN1153
 SN1153.Superseded values are not recommended for survey control.
 SN1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1153.See file dsdata.txt to determine how the superseded data were derived.
 SN1153
 SN1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT827697(NAD 83)
 SN1153_MARKER: DB = BENCH MARK DISK
 SN1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1153_STAMPING: K 393 1946
 SN1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1153+STABILITY: SURFACE MOTION
 SN1153
 SN1153  HISTORY     - Date     Condition        Report By
 SN1153  HISTORY     - 1946     MONUMENTED       CGS
 SN1153  HISTORY     - 1958     GOOD             NGS
 SN1153  HISTORY     - 1967     MARK NOT FOUND   USGS
 SN1153
 SN1153                          STATION DESCRIPTION
 SN1153
 SN1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1153'13.0 MI SW FROM EMMET POST OFFICE.
 SN1153'1.0 MILE NORTH, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD FROM THE
 SN1153'PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, AT A DIRT-ROAD INTERSECTION, 53
 SN1153'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST DIRT ROAD, 38 FEET
 SN1153'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH DIRT ROAD, 1 FOOT EAST
 SN1153'OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 SN1153'THE ROAD.  A STANDARD DISK, STAMPED K 393 1946 AND SET IN THE TOP OF A
 SN1153'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. NOTE-- MARK IS IN THE
 SN1153'NORTHWEST ANGLE OF CROSSROADS AND IN THE EAST EDGE OF A TRACK ROAD.
 SN1153'THE ELEVATION OF THIS MARK IS 1846 FEET SO IT MAY BE UNDER WATER WHEN
 SN1153'THE RESERVOIR IS FULL.  MARK ORIGINALLY DESCRIBED FROM NISHU BUT THIS
 SN1153'VILLAGE WAS ABANDONED AS ITS FORMER SITE IS UNDER WATERS OF THE
 SN1153'GARRISON RESERVOIR.  TO REACH THE MARK FROM THE EMMET POST OFFICE GO
 SN1153'WEST FOR 9.0 MILES, SOUTH FOR 4.0 MILES, WEST 1.0 MILE, SOUTH 1.0 MILE
 SN1153'WEST 1.0 MILE THEN SOUTH FOR 2.0 MILES TO MARK ON RIGHT.
 SN1153
 SN1153                          STATION RECOVERY (1967)
 SN1153
 SN1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SN1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1129 ***********************************************************************
 SN1129  DESIGNATION -  K 394
 SN1129  PID         -  SN1129
 SN1129  STATE/COUNTY-  ND/MCLEAN
 SN1129  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1129
 SN1129                         *CURRENT SURVEY CONTROL
 SN1129  ___________________________________________________________________
 SN1129* NAD 83(1986)-  47 38 47.     (N)    101 55 45.     (W)     SCALED    
 SN1129* NAVD 88     -       639.536  (meters)    2098.21   (feet)  ADJUSTED  
 SN1129  ___________________________________________________________________
 SN1129  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 SN1129  DYNAMIC HT  -         639.600 (meters)    2098.42  (feet)  COMP
 SN1129  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 SN1129
 SN1129  VERT ORDER  -  SECOND    CLASS 0
 SN1129
 SN1129.The horizontal coordinates were scaled from a topographic map and have
 SN1129.an estimated accuracy of +/- 6 seconds.
 SN1129
 SN1129.The orthometric height was determined by differential leveling
 SN1129.and adjusted by the National Geodetic Survey in June 1991..
 SN1129
 SN1129.The geoid height was determined by GEOID03.
 SN1129
 SN1129.The dynamic height is computed by dividing the NAVD 88
 SN1129.geopotential number by the normal gravity value computed on the
 SN1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1129.degrees latitude (g = 980.6199 gals.).
 SN1129
 SN1129.The modeled gravity was interpolated from observed gravity values.
 SN1129
 SN1129;                    North         East    Units  Estimated Accuracy
 SN1129;SPC ND N     -    72,860.      492,630.      MT  (+/- 180 meters Scaled)
 SN1129
 SN1129                          SUPERSEDED SURVEY CONTROL
 SN1129
 SN1129  NGVD 29 (??/??/92)  639.122  (m)         2096.85   (f) ADJ UNCH    2 0
 SN1129
 SN1129.Superseded values are not recommended for survey control.
 SN1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1129.See file dsdata.txt to determine how the superseded data were derived.
 SN1129
 SN1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT800811(NAD 83)
 SN1129_MARKER: DB = BENCH MARK DISK
 SN1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1129_STAMPING: K 394 1946
 SN1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1129+STABILITY: SURFACE MOTION
 SN1129
 SN1129  HISTORY     - Date     Condition        Report By
 SN1129  HISTORY     - 1946     MONUMENTED       CGS
 SN1129  HISTORY     - 1962     GOOD             NGS
 SN1129
 SN1129                          STATION DESCRIPTION
 SN1129
 SN1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1129'13.0 MI W FROM EMMET.
 SN1129'1.0 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1129'THENCE 12.0 MILES WEST ALONG A GRAVELED ROAD, 85 FEET NORTHEAST OF THE
 SN1129'CENTER OF A DIRT ROAD INTERSECTION, 63 FEET EAST OF THE CENTERLINE OF
 SN1129'THE DIRT ROAD, 55 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 SN1129'22.0 FEET SOUTHWEST OF A FENCE CORNER, 1.2 FEET EAST OF A WITNESS
 SN1129'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, A DISK IN THE TOP OF A
 SN1129'CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THIS MARK CAN ALSO BE
 SN1129'REACHED BY GOING 13.65 MILES SOUTHEAST ALONG VARIOUS GRAVELED ROADS
 SN1129'FROM THE INTERSECTION OF A GRAVELED COUNTY ROAD AND STATE HIGHWAY 37
 SN1129'AT RAUB.  NOTE-- THE TOP OF THIS POST HAS BEEN HIT AND CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0891 ***********************************************************************
 TG0891  DESIGNATION -  K 395
 TG0891  PID         -  TG0891
 TG0891  STATE/COUNTY-  ND/MOUNTRAIL
 TG0891  USGS QUAD   -  WHITE EARTH (1969)
 TG0891
 TG0891                         *CURRENT SURVEY CONTROL
 TG0891  ___________________________________________________________________
 TG0891* NAD 83(1986)-  48 28 26.     (N)    102 49 16.     (W)     SCALED    
 TG0891* NAVD 88     -       705.062  (meters)    2313.19   (feet)  ADJUSTED  
 TG0891  ___________________________________________________________________
 TG0891  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 TG0891  DYNAMIC HT  -         705.170 (meters)    2313.55  (feet)  COMP
 TG0891  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 TG0891
 TG0891  VERT ORDER  -  SECOND    CLASS 0
 TG0891
 TG0891.The horizontal coordinates were scaled from a topographic map and have
 TG0891.an estimated accuracy of +/- 6 seconds.
 TG0891
 TG0891.The orthometric height was determined by differential leveling
 TG0891.and adjusted by the National Geodetic Survey in June 1991..
 TG0891
 TG0891.The geoid height was determined by GEOID03.
 TG0891
 TG0891.The dynamic height is computed by dividing the NAVD 88
 TG0891.geopotential number by the normal gravity value computed on the
 TG0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0891.degrees latitude (g = 980.6199 gals.).
 TG0891
 TG0891.The modeled gravity was interpolated from observed gravity values.
 TG0891
 TG0891;                    North         East    Units  Estimated Accuracy
 TG0891;SPC ND N     -   166,460.      428,410.      MT  (+/- 180 meters Scaled)
 TG0891
 TG0891                          SUPERSEDED SURVEY CONTROL
 TG0891
 TG0891  NGVD 29 (??/??/92)  704.584  (m)         2311.62   (f) ADJ UNCH    2 0
 TG0891
 TG0891.Superseded values are not recommended for survey control.
 TG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0891.See file dsdata.txt to determine how the superseded data were derived.
 TG0891
 TG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP610712(NAD 83)
 TG0891_MARKER: DB = BENCH MARK DISK
 TG0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0891_STAMPING: K 395 1946
 TG0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0891+STABILITY: SURFACE MOTION
 TG0891
 TG0891  HISTORY     - Date     Condition        Report By
 TG0891  HISTORY     - 1946     MONUMENTED       CGS
 TG0891
 TG0891                          STATION DESCRIPTION
 TG0891
 TG0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0891'8.1 MI N FROM WHITE EARTH.
 TG0891'8.1 MILES NORTH ALONG THE BATTLEVIEW ROAD FROM THE GREAT NORTHERN
 TG0891'RAILWAY STATION AT WHITE EARTH, MOUNTRAIL COUNTY, AT A ROAD
 TG0891'INTERSECTION, 42 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG0891'ROAD, 28 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 1.5
 TG0891'FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2-1/2 FEET LOWER
 TG0891'THAN THE ROAD.  A STANDARD DISK, STAMPED K 395 1946 AND SET IN THE TOP
 TG0891'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0546 ***********************************************************************
 SO0546  DESIGNATION -  K 396
 SO0546  PID         -  SO0546
 SO0546  STATE/COUNTY-  ND/MCKENZIE
 SO0546  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0546
 SO0546                         *CURRENT SURVEY CONTROL
 SO0546  ___________________________________________________________________
 SO0546* NAD 83(1986)-  47 52 35.     (N)    103 11 53.     (W)     SCALED    
 SO0546* NAVD 88     -       618.178  (meters)    2028.14   (feet)  ADJUSTED  
 SO0546  ___________________________________________________________________
 SO0546  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 SO0546  DYNAMIC HT  -         618.242 (meters)    2028.35  (feet)  COMP
 SO0546  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 SO0546
 SO0546  VERT ORDER  -  SECOND    CLASS 0
 SO0546
 SO0546.The horizontal coordinates were scaled from a topographic map and have
 SO0546.an estimated accuracy of +/- 6 seconds.
 SO0546
 SO0546.The orthometric height was determined by differential leveling
 SO0546.and adjusted by the National Geodetic Survey in June 1991..
 SO0546
 SO0546.The geoid height was determined by GEOID03.
 SO0546
 SO0546.The dynamic height is computed by dividing the NAVD 88
 SO0546.geopotential number by the normal gravity value computed on the
 SO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0546.degrees latitude (g = 980.6199 gals.).
 SO0546
 SO0546.The modeled gravity was interpolated from observed gravity values.
 SO0546
 SO0546;                    North         East    Units  Estimated Accuracy
 SO0546;SPC ND N     -   100,970.      398,230.      MT  (+/- 180 meters Scaled)
 SO0546
 SO0546                          SUPERSEDED SURVEY CONTROL
 SO0546
 SO0546  NGVD 29 (??/??/92)  617.666  (m)         2026.46   (f) ADJ UNCH    2 0
 SO0546
 SO0546.Superseded values are not recommended for survey control.
 SO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0546.See file dsdata.txt to determine how the superseded data were derived.
 SO0546
 SO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP347041(NAD 83)
 SO0546_MARKER: DB = BENCH MARK DISK
 SO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0546_STAMPING: K 396 1946
 SO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0546+STABILITY: SURFACE MOTION
 SO0546
 SO0546  HISTORY     - Date     Condition        Report By
 SO0546  HISTORY     - 1946     MONUMENTED       CGS
 SO0546  HISTORY     - 1966     GOOD             SHELL
 SO0546
 SO0546                          STATION DESCRIPTION
 SO0546
 SO0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0546'9.2 MI NE FROM WATFORD CITY.
 SO0546'ABOUT 3.4 MILES EAST ALONG THE STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0546'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 5.8 MILES NORTH
 SO0546'ALONG A GRAVELED COUNTY ROAD, ABOUT 0.8 MILE WEST OF FARM HOUSE AND
 SO0546'SEVERAL SMALLER BUILDINGS, 32 FEET WEST OF THE CENTER LINE OF THE
 SO0546'GRAVELED ROAD, 6 FEET NORTH OF A CORNER FENC E POST, 3 FEET NORTH OF A
 SO0546'4 X 4 IN. MARKER POST, 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 SO0546
 SO0546                          STATION RECOVERY (1966)
 SO0546
 SO0546'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 SO0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0706 ***********************************************************************
 SO0706  DESIGNATION -  K 396 RESET
 SO0706  PID         -  SO0706
 SO0706  STATE/COUNTY-  ND/MCKENZIE
 SO0706  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0706
 SO0706                         *CURRENT SURVEY CONTROL
 SO0706  ___________________________________________________________________
 SO0706* NAD 83(1986)-  47 52 35.     (N)    103 11 53.     (W)     SCALED    
 SO0706* NAVD 88     -       618.06   (+/-2cm)    2027.8    (feet)  VERTCON   
 SO0706  ___________________________________________________________________
 SO0706  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 SO0706
 SO0706  VERT ORDER  -  THIRD (See Below)
 SO0706
 SO0706.The horizontal coordinates were scaled from a topographic map and have
 SO0706.an estimated accuracy of +/- 6 seconds.
 SO0706
 SO0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0706.The vertical order pertains to the NGVD 29 superseded value.
 SO0706
 SO0706.The geoid height was determined by GEOID03.
 SO0706
 SO0706;                    North         East    Units  Estimated Accuracy
 SO0706;SPC ND N     -   100,970.      398,230.      MT  (+/- 180 meters Scaled)
 SO0706
 SO0706                          SUPERSEDED SURVEY CONTROL
 SO0706
 SO0706  NGVD 29 (11/04/04)  617.54   (m)         2026.0    (f) RESET       3  
 SO0706
 SO0706.Superseded values are not recommended for survey control.
 SO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0706.See file dsdata.txt to determine how the superseded data were derived.
 SO0706
 SO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP347041(NAD 83)
 SO0706_MARKER: DB = BENCH MARK DISK
 SO0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0706_STAMPING: K 396 RESET 1979
 SO0706_PROJECTION: FLUSH
 SO0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0706+STABILITY: SURFACE MOTION
 SO0706
 SO0706  HISTORY     - Date     Condition        Report By
 SO0706  HISTORY     - 1979     MONUMENTED       NGS
 SO0706
 SO0706                          STATION DESCRIPTION
 SO0706
 SO0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SO0706'9.2 MI NE FROM WATFORD CITY.
 SO0706'0.2 MILE NORTH FROM POST OFFICE IN WATFORD CITY, 2.9 MILES EAST ALONG
 SO0706'STATE HIGHWAY 23, 5.3 MILES NORTH ALONG A COUNTY ROAD, 7.8 FEET WEST
 SO0706'OF CENTER OF ROAD, 24 FEET EAST OF UNDERGROUND CABLE WARNING SIGN,
 SO0706'AND 3 FEET SOUTHWEST OF FENCE CORNER.
 SO0706'THE MARK IS 1.6 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1247 ***********************************************************************
 TG1247  DESIGNATION -  K 397
 TG1247  PID         -  TG1247
 TG1247  STATE/COUNTY-  ND/MCKENZIE
 TG1247  USGS QUAD   -  BANKS (1978)
 TG1247
 TG1247                         *CURRENT SURVEY CONTROL
 TG1247  ___________________________________________________________________
 TG1247* NAD 83(1986)-  48 04 02.     (N)    103 08 47.     (W)     SCALED    
 TG1247* NAVD 88     -       583.187  (meters)    1913.34   (feet)  ADJUSTED  
 TG1247  ___________________________________________________________________
 TG1247  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1247  DYNAMIC HT  -         583.258 (meters)    1913.57  (feet)  COMP
 TG1247  MODELED GRAV-     980,715.2   (mgal)                       NAVD 88
 TG1247
 TG1247  VERT ORDER  -  SECOND    CLASS 0
 TG1247
 TG1247.The horizontal coordinates were scaled from a topographic map and have
 TG1247.an estimated accuracy of +/- 6 seconds.
 TG1247
 TG1247.The orthometric height was determined by differential leveling
 TG1247.and adjusted by the National Geodetic Survey in June 1991..
 TG1247
 TG1247.The geoid height was determined by GEOID03.
 TG1247
 TG1247.The dynamic height is computed by dividing the NAVD 88
 TG1247.geopotential number by the normal gravity value computed on the
 TG1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1247.degrees latitude (g = 980.6199 gals.).
 TG1247
 TG1247.The modeled gravity was interpolated from observed gravity values.
 TG1247
 TG1247;                    North         East    Units  Estimated Accuracy
 TG1247;SPC ND N     -   122,040.      402,820.      MT  (+/- 180 meters Scaled)
 TG1247
 TG1247                          SUPERSEDED SURVEY CONTROL
 TG1247
 TG1247  NGVD 29 (??/??/92)  582.690  (m)         1911.71   (f) ADJ UNCH    2 0
 TG1247
 TG1247.Superseded values are not recommended for survey control.
 TG1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1247.See file dsdata.txt to determine how the superseded data were derived.
 TG1247
 TG1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP380254(NAD 83)
 TG1247_MARKER: DB = BENCH MARK DISK
 TG1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1247_STAMPING: K 397 1946
 TG1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1247+STABILITY: SURFACE MOTION
 TG1247
 TG1247  HISTORY     - Date     Condition        Report By
 TG1247  HISTORY     - 1946     MONUMENTED       CGS
 TG1247
 TG1247                          STATION DESCRIPTION
 TG1247
 TG1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1247'24.1 MI NE FROM WATFORD CITY.
 TG1247'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 TG1247'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE NORTH 16.9 MILES
 TG1247'ALONG A GRAVELED COUNTY ROAD TO THE BANKS SCHOOL, THENCE 3.8 MILES
 TG1247'NORTHEAST ALONG TOBACCO CREEK ROAD TO THE MARK, AT A TRIANGLE ROAD
 TG1247'INTERSECTION, ABOUT 0.4 MILES NORTH OF GARDEN CREEK VALLEY CHURCH, 120
 TG1247'FEET NORTHWEST OF A RIGHT ANGLE TURN IN THE MAIN ROAD, 80 FEET EAST OF
 TG1247'THE CENTER LINE OF A DIRT ROAD, 15 FEET EAST OF A GAP IN AN EAST-WEST
 TG1247'FENCE LINE, 3 FEET WEST OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0494 ***********************************************************************
 SO0494  DESIGNATION -  K 398
 SO0494  PID         -  SO0494
 SO0494  STATE/COUNTY-  ND/MCKENZIE
 SO0494  USGS QUAD   -  MANDAREE (1970)
 SO0494
 SO0494                         *CURRENT SURVEY CONTROL
 SO0494  ___________________________________________________________________
 SO0494* NAD 83(1986)-  47 40 34.     (N)    102 40 53.     (W)     SCALED    
 SO0494* NAVD 88     -       761.634  (meters)    2498.79   (feet)  ADJUSTED  
 SO0494  ___________________________________________________________________
 SO0494  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0494  DYNAMIC HT  -         761.700 (meters)    2499.01  (feet)  COMP
 SO0494  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 SO0494
 SO0494  VERT ORDER  -  SECOND    CLASS 0
 SO0494
 SO0494.The horizontal coordinates were scaled from a topographic map and have
 SO0494.an estimated accuracy of +/- 6 seconds.
 SO0494
 SO0494.The orthometric height was determined by differential leveling
 SO0494.and adjusted by the National Geodetic Survey in June 1991..
 SO0494
 SO0494.The geoid height was determined by GEOID03.
 SO0494
 SO0494.The dynamic height is computed by dividing the NAVD 88
 SO0494.geopotential number by the normal gravity value computed on the
 SO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0494.degrees latitude (g = 980.6199 gals.).
 SO0494
 SO0494.The modeled gravity was interpolated from observed gravity values.
 SO0494
 SO0494;                    North         East    Units  Estimated Accuracy
 SO0494;SPC ND N     -    77,490.      436,230.      MT  (+/- 180 meters Scaled)
 SO0494
 SO0494                          SUPERSEDED SURVEY CONTROL
 SO0494
 SO0494  NGVD 29 (??/??/92)  761.149  (m)         2497.20   (f) ADJ UNCH    2 0
 SO0494
 SO0494.Superseded values are not recommended for survey control.
 SO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0494.See file dsdata.txt to determine how the superseded data were derived.
 SO0494
 SO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN740829(NAD 83)
 SO0494_MARKER: DB = BENCH MARK DISK
 SO0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0494_STAMPING: K 398 1946
 SO0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0494+STABILITY: SURFACE MOTION
 SO0494
 SO0494  HISTORY     - Date     Condition        Report By
 SO0494  HISTORY     - 1946     MONUMENTED       CGS
 SO0494
 SO0494                          STATION DESCRIPTION
 SO0494
 SO0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0494'36.7 MI SE FROM WATFORD CITY.
 SO0494'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0494'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0494'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 6.9 MILES
 SO0494'EAST ALONG A GRADED DIRT ROAD TO THE MARK, ABOUT THE CENTER OF A VERY
 SO0494'DISTINCT SADDLE WITH HIGH HILLS ON BOTH THE NORTH AND THE SOUTH, A DIM
 SO0494'TRACK ROAD LEADS FROM THE MARK TO THE NORTH WEST, 22 FEET NORTH OF THE
 SO0494'CENTER OF THE ROAD, 3 FEET WEST OF A 4 X 4 IN. MARKER POST. NOTE--
 SO0494'MARK IS 16.4 FT SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0505 ***********************************************************************
 SO0505  DESIGNATION -  K 399
 SO0505  PID         -  SO0505
 SO0505  STATE/COUNTY-  ND/DUNN
 SO0505  USGS QUAD   -  MANDAREE NE (1970)
 SO0505
 SO0505                         *CURRENT SURVEY CONTROL
 SO0505  ___________________________________________________________________
 SO0505* NAD 83(1986)-  47 44 51.     (N)    102 32 56.     (W)     SCALED    
 SO0505* NAVD 88     -       695.040  (meters)    2280.31   (feet)  ADJUSTED  
 SO0505  ___________________________________________________________________
 SO0505  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 SO0505  DYNAMIC HT  -         695.114 (meters)    2280.55  (feet)  COMP
 SO0505  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 SO0505
 SO0505  VERT ORDER  -  SECOND    CLASS 0
 SO0505
 SO0505.The horizontal coordinates were scaled from a topographic map and have
 SO0505.an estimated accuracy of +/- 6 seconds.
 SO0505
 SO0505.The orthometric height was determined by differential leveling
 SO0505.and adjusted by the National Geodetic Survey in June 1991..
 SO0505
 SO0505.The geoid height was determined by GEOID03.
 SO0505
 SO0505.The dynamic height is computed by dividing the NAVD 88
 SO0505.geopotential number by the normal gravity value computed on the
 SO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0505.degrees latitude (g = 980.6199 gals.).
 SO0505
 SO0505.The modeled gravity was interpolated from observed gravity values.
 SO0505
 SO0505;                    North         East    Units  Estimated Accuracy
 SO0505;SPC ND S     -   233,320.      446,360.      MT  (+/- 180 meters Scaled)
 SO0505
 SO0505                          SUPERSEDED SURVEY CONTROL
 SO0505
 SO0505  NGVD 29 (??/??/92)  694.576  (m)         2278.79   (f) ADJ UNCH    2 0
 SO0505
 SO0505.Superseded values are not recommended for survey control.
 SO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0505.See file dsdata.txt to determine how the superseded data were derived.
 SO0505
 SO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN837911(NAD 83)
 SO0505_MARKER: DB = BENCH MARK DISK
 SO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0505_STAMPING: K 399 1946
 SO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0505+STABILITY: SURFACE MOTION
 SO0505
 SO0505  HISTORY     - Date     Condition        Report By
 SO0505  HISTORY     - 1946     MONUMENTED       CGS
 SO0505
 SO0505                          STATION DESCRIPTION
 SO0505
 SO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0505'25.7 MI S FROM SANISH.
 SO0505'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0505'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0505'GRAVELED ROAD (THIS ROAD GRADUALLY DIMINISHES TO A DIRT TRACK ROAD) TO
 SO0505'A Y ROAD INTERSECTION, THENCE SOUTHEAST FOR 2.0 MILES ALONG A TRACK
 SO0505'ROAD TO THE SITE OF THE MARK, 75 FEET EAST OF A POINT WHERE WATER
 SO0505'OVERFLOWS THE ROAD, 50 FEET NORTH OF A SWAMPY PLACE WITH HIGH WEEDS,
 SO0505'20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WHITE 4
 SO0505'X 4 MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0162 ***********************************************************************
 TG0162  DESIGNATION -  K 4 B 1
 TG0162  PID         -  TG0162
 TG0162  STATE/COUNTY-  ND/WARD
 TG0162  USGS QUAD   -  COULEE (1949)
 TG0162
 TG0162                         *CURRENT SURVEY CONTROL
 TG0162  ___________________________________________________________________
 TG0162* NAD 83(1986)-  48 33 39.     (N)    102 00 42.     (W)     SCALED    
 TG0162* NAVD 88     -       624.350  (meters)    2048.39   (feet)  ADJUSTED  
 TG0162  ___________________________________________________________________
 TG0162  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 TG0162  DYNAMIC HT  -         624.468 (meters)    2048.78  (feet)  COMP
 TG0162  MODELED GRAV-     980,779.1   (mgal)                       NAVD 88
 TG0162
 TG0162  VERT ORDER  -  SECOND    CLASS 0
 TG0162
 TG0162.The horizontal coordinates were scaled from a topographic map and have
 TG0162.an estimated accuracy of +/- 6 seconds.
 TG0162
 TG0162.The orthometric height was determined by differential leveling
 TG0162.and adjusted by the National Geodetic Survey in June 1991..
 TG0162
 TG0162.The geoid height was determined by GEOID03.
 TG0162
 TG0162.The dynamic height is computed by dividing the NAVD 88
 TG0162.geopotential number by the normal gravity value computed on the
 TG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0162.degrees latitude (g = 980.6199 gals.).
 TG0162
 TG0162.The modeled gravity was interpolated from observed gravity values.
 TG0162
 TG0162;                    North         East    Units  Estimated Accuracy
 TG0162;SPC ND N     -   174,640.      488,430.      MT  (+/- 180 meters Scaled)
 TG0162
 TG0162                          SUPERSEDED SURVEY CONTROL
 TG0162
 TG0162  NGVD 29 (??/??/92)  623.95   (m)         2047.1    (f) COMPUTED    2 0
 TG0162
 TG0162.Superseded values are not recommended for survey control.
 TG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0162.See file dsdata.txt to determine how the superseded data were derived.
 TG0162
 TG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204829(NAD 83)
 TG0162_MARKER: DD = SURVEY DISK
 TG0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0162_SP_SET: PEDESTAL
 TG0162_STAMPING: B 1
 TG0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0162
 TG0162  HISTORY     - Date     Condition        Report By
 TG0162  HISTORY     - UNK      MONUMENTED       DOD
 TG0162  HISTORY     - 1963     GOOD             NGS
 TG0162
 TG0162                          STATION DESCRIPTION
 TG0162
 TG0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0162'1.5 MI NW FROM COULEE.
 TG0162'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0162'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 TG0162'ROAD, THENCE 0.2 MILE EAST ALONG A TRACK ROAD ON THE SOUTH SIDE OF A
 TG0162'TELEPHONE LINE, 30 FEET SOUTH OF THE LINE OF POLES, A 1 1/2 X 4 FOOT
 TG0162'CONCRETE PEDESTAL WITH TRIBRACH, S 35, R 88 W, T 159 N.  NOTE-- CENTER
 TG0162'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0161 ***********************************************************************
 TG0161  DESIGNATION -  K 4 B 2
 TG0161  PID         -  TG0161
 TG0161  STATE/COUNTY-  ND/WARD
 TG0161  USGS QUAD   -  COULEE (1949)
 TG0161
 TG0161                         *CURRENT SURVEY CONTROL
 TG0161  ___________________________________________________________________
 TG0161* NAD 83(1986)-  48 33 23.     (N)    102 00 44.     (W)     SCALED    
 TG0161* NAVD 88     -       625.685  (meters)    2052.77   (feet)  ADJUSTED  
 TG0161  ___________________________________________________________________
 TG0161  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 TG0161  DYNAMIC HT  -         625.803 (meters)    2053.16  (feet)  COMP
 TG0161  MODELED GRAV-     980,777.7   (mgal)                       NAVD 88
 TG0161
 TG0161  VERT ORDER  -  SECOND    CLASS 0
 TG0161
 TG0161.The horizontal coordinates were scaled from a topographic map and have
 TG0161.an estimated accuracy of +/- 6 seconds.
 TG0161
 TG0161.The orthometric height was determined by differential leveling
 TG0161.and adjusted by the National Geodetic Survey in June 1991..
 TG0161
 TG0161.The geoid height was determined by GEOID03.
 TG0161
 TG0161.The dynamic height is computed by dividing the NAVD 88
 TG0161.geopotential number by the normal gravity value computed on the
 TG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0161.degrees latitude (g = 980.6199 gals.).
 TG0161
 TG0161.The modeled gravity was interpolated from observed gravity values.
 TG0161
 TG0161;                    North         East    Units  Estimated Accuracy
 TG0161;SPC ND N     -   174,140.      488,380.      MT  (+/- 180 meters Scaled)
 TG0161
 TG0161                          SUPERSEDED SURVEY CONTROL
 TG0161
 TG0161  NGVD 29 (??/??/92)  625.28   (m)         2051.4    (f) COMPUTED    2 0
 TG0161
 TG0161.Superseded values are not recommended for survey control.
 TG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0161.See file dsdata.txt to determine how the superseded data were derived.
 TG0161
 TG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204824(NAD 83)
 TG0161_MARKER: DD = SURVEY DISK
 TG0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0161_SP_SET: PEDESTAL
 TG0161_STAMPING: B 2
 TG0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0161
 TG0161  HISTORY     - Date     Condition        Report By
 TG0161  HISTORY     - UNK      MONUMENTED       DOD
 TG0161  HISTORY     - 1963     GOOD             NGS
 TG0161
 TG0161                          STATION DESCRIPTION
 TG0161
 TG0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0161'1.2 MI NW FROM COULEE.
 TG0161'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0161'RAILWAY STATION AT COULEE, THENCE 0.7 MILE NORTH ALONG A GRAVELED
 TG0161'ROAD, THENCE 0.2 MILE EAST ACROSS A CULTIVATED FIELD, A 1 1/2 X 4 FOOT
 TG0161'CONCRETE PEDESTAL WITH TRIBRACH, S 35, R 88 W, T 159 N.  NOTE-- CENTER
 TG0161'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0164 ***********************************************************************
 TG0164  DESIGNATION -  K 4 Z
 TG0164  PID         -  TG0164
 TG0164  STATE/COUNTY-  ND/WARD
 TG0164  USGS QUAD   -  COULEE (1949)
 TG0164
 TG0164                         *CURRENT SURVEY CONTROL
 TG0164  ___________________________________________________________________
 TG0164* NAD 83(1986)-  48 33 39.     (N)    102 00 58.     (W)     SCALED    
 TG0164* NAVD 88     -       623.829  (meters)    2046.68   (feet)  ADJUSTED  
 TG0164  ___________________________________________________________________
 TG0164  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TG0164  DYNAMIC HT  -         623.947 (meters)    2047.07  (feet)  COMP
 TG0164  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 TG0164
 TG0164  VERT ORDER  -  SECOND    CLASS 0
 TG0164
 TG0164.The horizontal coordinates were scaled from a topographic map and have
 TG0164.an estimated accuracy of +/- 6 seconds.
 TG0164
 TG0164.The orthometric height was determined by differential leveling
 TG0164.and adjusted by the National Geodetic Survey in June 1991..
 TG0164
 TG0164.The geoid height was determined by GEOID03.
 TG0164
 TG0164.The dynamic height is computed by dividing the NAVD 88
 TG0164.geopotential number by the normal gravity value computed on the
 TG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0164.degrees latitude (g = 980.6199 gals.).
 TG0164
 TG0164.The modeled gravity was interpolated from observed gravity values.
 TG0164
 TG0164;                    North         East    Units  Estimated Accuracy
 TG0164;SPC ND N     -   174,640.      488,100.      MT  (+/- 180 meters Scaled)
 TG0164
 TG0164                          SUPERSEDED SURVEY CONTROL
 TG0164
 TG0164  NGVD 29 (??/??/92)  623.42   (m)         2045.3    (f) COMPUTED    2 0
 TG0164
 TG0164.Superseded values are not recommended for survey control.
 TG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0164.See file dsdata.txt to determine how the superseded data were derived.
 TG0164
 TG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201829(NAD 83)
 TG0164_MARKER: DS = TRIANGULATION STATION DISK
 TG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0164_STAMPING: K 4 Z 1962
 TG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0164+STABILITY: SURFACE MOTION
 TG0164
 TG0164  HISTORY     - Date     Condition        Report By
 TG0164  HISTORY     - 1962     MONUMENTED       CGS
 TG0164  HISTORY     - 1963     GOOD             NGS
 TG0164
 TG0164                          STATION DESCRIPTION
 TG0164
 TG0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0164'1.3 MI NW FROM COULEE.
 TG0164'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0164'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 TG0164'ROAD, ON THE INSIDE OF A CURVE AND 75 FEET EAST OF THE CENTER OF THE
 TG0164'JUNCTION OF A GRAVELED ROAD LEADING WEST, 68 FEET SOUTHEAST OF THE
 TG0164'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD, 11.5 FEET NORTHEAST OF A
 TG0164'TELEPHONE POLE, 3.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD
 TG0164'LEADING WEST, 3.0 FEET NORTH OF A LINE OF TELEPHONE POLES, 10.6 FEET
 TG0164'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0164'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 35,
 TG0164'R 88 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0163 ***********************************************************************
 TG0163  DESIGNATION -  K 4 Z RM 1
 TG0163  PID         -  TG0163
 TG0163  STATE/COUNTY-  ND/WARD
 TG0163  USGS QUAD   -  COULEE (1949)
 TG0163
 TG0163                         *CURRENT SURVEY CONTROL
 TG0163  ___________________________________________________________________
 TG0163* NAD 83(1986)-  48 33 39.     (N)    102 00 58.     (W)     SCALED    
 TG0163* NAVD 88     -       623.780  (meters)    2046.52   (feet)  ADJUSTED  
 TG0163  ___________________________________________________________________
 TG0163  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TG0163  DYNAMIC HT  -         623.898 (meters)    2046.91  (feet)  COMP
 TG0163  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 TG0163
 TG0163  VERT ORDER  -  SECOND    CLASS 0
 TG0163
 TG0163.The horizontal coordinates were scaled from a topographic map and have
 TG0163.an estimated accuracy of +/- 6 seconds.
 TG0163
 TG0163.The orthometric height was determined by differential leveling
 TG0163.and adjusted by the National Geodetic Survey in June 1991..
 TG0163
 TG0163.The geoid height was determined by GEOID03.
 TG0163
 TG0163.The dynamic height is computed by dividing the NAVD 88
 TG0163.geopotential number by the normal gravity value computed on the
 TG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0163.degrees latitude (g = 980.6199 gals.).
 TG0163
 TG0163.The modeled gravity was interpolated from observed gravity values.
 TG0163
 TG0163;                    North         East    Units  Estimated Accuracy
 TG0163;SPC ND N     -   174,640.      488,100.      MT  (+/- 180 meters Scaled)
 TG0163
 TG0163                          SUPERSEDED SURVEY CONTROL
 TG0163
 TG0163  NGVD 29 (??/??/92)  623.38   (m)         2045.2    (f) COMPUTED    2 0
 TG0163
 TG0163.Superseded values are not recommended for survey control.
 TG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0163.See file dsdata.txt to determine how the superseded data were derived.
 TG0163
 TG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201829(NAD 83)
 TG0163_MARKER: DR = REFERENCE MARK DISK
 TG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0163_STAMPING: K 4 Z NO 1 1962
 TG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0163+STABILITY: SURFACE MOTION
 TG0163
 TG0163  HISTORY     - Date     Condition        Report By
 TG0163  HISTORY     - 1962     MONUMENTED       CGS
 TG0163  HISTORY     - 1963     GOOD             NGS
 TG0163
 TG0163                          STATION DESCRIPTION
 TG0163
 TG0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0163'1.3 MI NW FROM COULEE.
 TG0163'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0163'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 TG0163'ROAD, ON THE INSIDE OF A CURVE, AT THE JUNCTION OF A GRAVELED ROAD
 TG0163'LEADING WEST, 104 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TG0163'GRAVELED ROAD, 50 FEET EAST OF A TELEPHONE POLE, 39.1 FEET EAST OF THE
 TG0163'STATION MARK, 3.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD
 TG0163'LEADING WEST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 TG0163'THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 35, R 88 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0165 ***********************************************************************
 TG0165  DESIGNATION -  K 4 Z RM 2
 TG0165  PID         -  TG0165
 TG0165  STATE/COUNTY-  ND/WARD
 TG0165  USGS QUAD   -  COULEE (1949)
 TG0165
 TG0165                         *CURRENT SURVEY CONTROL
 TG0165  ___________________________________________________________________
 TG0165* NAD 83(1986)-  48 33 39.     (N)    102 00 58.     (W)     SCALED    
 TG0165* NAVD 88     -       623.386  (meters)    2045.23   (feet)  ADJUSTED  
 TG0165  ___________________________________________________________________
 TG0165  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TG0165  DYNAMIC HT  -         623.503 (meters)    2045.61  (feet)  COMP
 TG0165  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 TG0165
 TG0165  VERT ORDER  -  SECOND    CLASS 0
 TG0165
 TG0165.The horizontal coordinates were scaled from a topographic map and have
 TG0165.an estimated accuracy of +/- 6 seconds.
 TG0165
 TG0165.The orthometric height was determined by differential leveling
 TG0165.and adjusted by the National Geodetic Survey in June 1991..
 TG0165
 TG0165.The geoid height was determined by GEOID03.
 TG0165
 TG0165.The dynamic height is computed by dividing the NAVD 88
 TG0165.geopotential number by the normal gravity value computed on the
 TG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0165.degrees latitude (g = 980.6199 gals.).
 TG0165
 TG0165.The modeled gravity was interpolated from observed gravity values.
 TG0165
 TG0165;                    North         East    Units  Estimated Accuracy
 TG0165;SPC ND N     -   174,640.      488,100.      MT  (+/- 180 meters Scaled)
 TG0165
 TG0165                          SUPERSEDED SURVEY CONTROL
 TG0165
 TG0165  NGVD 29 (??/??/92)  622.98   (m)         2043.9    (f) COMPUTED    2 0
 TG0165
 TG0165.Superseded values are not recommended for survey control.
 TG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0165.See file dsdata.txt to determine how the superseded data were derived.
 TG0165
 TG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201829(NAD 83)
 TG0165_MARKER: DR = REFERENCE MARK DISK
 TG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0165_STAMPING: K 4 Z NO 2 1962
 TG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0165+STABILITY: SURFACE MOTION
 TG0165
 TG0165  HISTORY     - Date     Condition        Report By
 TG0165  HISTORY     - 1962     MONUMENTED       CGS
 TG0165  HISTORY     - 1963     GOOD             NGS
 TG0165
 TG0165                          STATION DESCRIPTION
 TG0165
 TG0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0165'1.3 MI NW FROM COULEE.
 TG0165'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0165'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 TG0165'ROAD, ON THE INSIDE OF A CURVE, AT THE JUNCTION OF A GRAVELED ROAD
 TG0165'LEADING WEST, 49 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVELED
 TG0165'ROAD, 32 FEET NORTH OF A TELEPHONE POLE, 30.2 FEET NORTHWEST OF THE
 TG0165'STATION MARK, 29.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TG0165'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0165'PROJECTING 2 INCHES, S 26, R 88 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0968 ***********************************************************************
 SN0968  DESIGNATION -  K 401
 SN0968  PID         -  SN0968
 SN0968  STATE/COUNTY-  ND/MERCER
 SN0968  USGS QUAD   -  BEULAH NE (1977)
 SN0968
 SN0968                         *CURRENT SURVEY CONTROL
 SN0968  ___________________________________________________________________
 SN0968* NAD 83(1986)-  47 28 23.     (N)    101 45 32.     (W)     SCALED    
 SN0968* NAVD 88     -       592.480  (meters)    1943.83   (feet)  ADJUSTED  
 SN0968  ___________________________________________________________________
 SN0968  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SN0968  DYNAMIC HT  -         592.531 (meters)    1944.00  (feet)  COMP
 SN0968  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 SN0968
 SN0968  VERT ORDER  -  SECOND    CLASS 0
 SN0968
 SN0968.The horizontal coordinates were scaled from a topographic map and have
 SN0968.an estimated accuracy of +/- 6 seconds.
 SN0968
 SN0968.The orthometric height was determined by differential leveling
 SN0968.and adjusted by the National Geodetic Survey in June 1991..
 SN0968
 SN0968.The geoid height was determined by GEOID03.
 SN0968
 SN0968.The dynamic height is computed by dividing the NAVD 88
 SN0968.geopotential number by the normal gravity value computed on the
 SN0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0968.degrees latitude (g = 980.6199 gals.).
 SN0968
 SN0968.The modeled gravity was interpolated from observed gravity values.
 SN0968
 SN0968;                    North         East    Units  Estimated Accuracy
 SN0968;SPC ND S     -   201,560.      505,110.      MT  (+/- 180 meters Scaled)
 SN0968
 SN0968                          SUPERSEDED SURVEY CONTROL
 SN0968
 SN0968  NGVD 29 (??/??/92)  592.093  (m)         1942.56   (f) ADJ UNCH    2 0
 SN0968
 SN0968.Superseded values are not recommended for survey control.
 SN0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0968.See file dsdata.txt to determine how the superseded data were derived.
 SN0968
 SN0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT921614(NAD 83)
 SN0968_MARKER: DB = BENCH MARK DISK
 SN0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0968_STAMPING: K 401 1946
 SN0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0968+STABILITY: SURFACE MOTION
 SN0968
 SN0968  HISTORY     - Date     Condition        Report By
 SN0968  HISTORY     - 1946     MONUMENTED       CGS
 SN0968  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 SN0968
 SN0968                          STATION DESCRIPTION
 SN0968
 SN0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0968'16.4 MI N FROM BEULAH.
 SN0968'ABOUT 4.6 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE CROSSING
 SN0968'OF STATE HIGHWAY NO. 25 AND THE NORTHERN PACIFIC RAILROAD AT BEULAH TO
 SN0968'A FORK IN THE ROAD, THENCE 9.2 MILES NORTH ALONG THE EAST FORK OF THE
 SN0968'GRAVELED ROAD TO KRONTHALS CROSSROADS AND THE END OF GRAVELED SURFACE,
 SN0968'THENCE 1.2 MILES NORTH ALONG A GRADED DIRT ROAD TO THE HOME OF JAKE
 SN0968'WAFNER, THENCE EAST 1.0 MILE ALONG A GRADED DIRT ROAD TO THE MARK, 60
 SN0968'FEET WEST OF TWO MAIL BOXES, 42 FEET WEST OF THE CENTER LINE OF A
 SN0968'TRACK ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE GRADED DIRT ROAD,
 SN0968'22 FEET WEST OF THE WEST END OF AN 18 IN. CORRUGATED IRON CULVERT, 16
 SN0968'FEET WEST OF A CORNER FENCE POST, 4 FEET EAST OF A 4 X 4 IN. MARKER
 SN0968'POST, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 SN0968
 SN0968                          STATION RECOVERY (1970)
 SN0968
 SN0968'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SN0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0969 ***********************************************************************
 SN0969  DESIGNATION -  K 401 RESET
 SN0969  PID         -  SN0969
 SN0969  STATE/COUNTY-  ND/MERCER
 SN0969  USGS QUAD   -  BEULAH NE (1977)
 SN0969
 SN0969                         *CURRENT SURVEY CONTROL
 SN0969  ___________________________________________________________________
 SN0969* NAD 83(1986)-  47 28 24.     (N)    101 45 32.     (W)     SCALED    
 SN0969* NAVD 88     -       592.32   (+/-2cm)    1943.3    (feet)  VERTCON   
 SN0969  ___________________________________________________________________
 SN0969  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SN0969
 SN0969  VERT ORDER  -  THIRD (See Below)
 SN0969
 SN0969.The horizontal coordinates were scaled from a topographic map and have
 SN0969.an estimated accuracy of +/- 6 seconds.
 SN0969
 SN0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN0969.The vertical order pertains to the NGVD 29 superseded value.
 SN0969
 SN0969.The geoid height was determined by GEOID03.
 SN0969
 SN0969;                    North         East    Units  Estimated Accuracy
 SN0969;SPC ND S     -   201,590.      505,110.      MT  (+/- 180 meters Scaled)
 SN0969
 SN0969                          SUPERSEDED SURVEY CONTROL
 SN0969
 SN0969  NGVD 29 (11/04/04)  591.93   (m)         1942.0    (f) RESET       3  
 SN0969
 SN0969.Superseded values are not recommended for survey control.
 SN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0969.See file dsdata.txt to determine how the superseded data were derived.
 SN0969
 SN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT921614(NAD 83)
 SN0969_MARKER: DB = BENCH MARK DISK
 SN0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0969_STAMPING: K 401 RESET 1960
 SN0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0969+STABILITY: SURFACE MOTION
 SN0969
 SN0969  HISTORY     - Date     Condition        Report By
 SN0969  HISTORY     - 1960     MONUMENTED       CGS
 SN0969
 SN0969                          STATION DESCRIPTION
 SN0969
 SN0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 SN0969'15.8 MI N FROM BEULAH.
 SN0969'THIS MARK CAN BE REACHED FROM BEULAH, FROM THE WEST EDGE OF TOWN GO
 SN0969'NORTH ON SURFACED ROAD FOR ABOUT 2.0 MILES TO SURFACED CROSSROADS AT
 SN0969'JUNCTION WITH STATE HIGHWAY 5, CONTINUE NORTH OF COUNTY ROAD FOR ABOUT
 SN0969'11.8 MILES TO KRONTHALS CROSSROADS, CONTINUE NORTH FOR 1.0 MILE,
 SN0969'THENCE EAST FOR 1.0 MILE TO MARK ON RIGHT, 69 FEET SOUTH OF THE
 SN0969'CENTERLINE OF EAST-WEST ROAD, 29 FEET WEST OF A TRACK ROAD LEADING
 SN0969'SOUTH AND 1 FOOT EAST OF A FENCE LINE, AND SET IN THE TOP OF A
 SN0969'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0511 ***********************************************************************
 TE0511  DESIGNATION -  K 404
 TE0511  PID         -  TE0511
 TE0511  STATE/COUNTY-  ND/RAMSEY
 TE0511  USGS QUAD   -  EDMORE SW (1972)
 TE0511
 TE0511                         *CURRENT SURVEY CONTROL
 TE0511  ___________________________________________________________________
 TE0511* NAD 83(1986)-  48 22 11.     (N)    098 29 27.     (W)     SCALED    
 TE0511* NAVD 88     -       459.000  (meters)    1505.90   (feet)  ADJUSTED  
 TE0511  ___________________________________________________________________
 TE0511  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 TE0511  DYNAMIC HT  -         459.090 (meters)    1506.20  (feet)  COMP
 TE0511  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TE0511
 TE0511  VERT ORDER  -  SECOND    CLASS 0
 TE0511
 TE0511.The horizontal coordinates were scaled from a topographic map and have
 TE0511.an estimated accuracy of +/- 6 seconds.
 TE0511
 TE0511.The orthometric height was determined by differential leveling
 TE0511.and adjusted by the National Geodetic Survey in June 1991..
 TE0511
 TE0511.The geoid height was determined by GEOID03.
 TE0511
 TE0511.The dynamic height is computed by dividing the NAVD 88
 TE0511.geopotential number by the normal gravity value computed on the
 TE0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0511.degrees latitude (g = 980.6199 gals.).
 TE0511
 TE0511.The modeled gravity was interpolated from observed gravity values.
 TE0511
 TE0511;                    North         East    Units  Estimated Accuracy
 TE0511;SPC ND N     -   154,230.      748,840.      MT  (+/- 180 meters Scaled)
 TE0511
 TE0511                          SUPERSEDED SURVEY CONTROL
 TE0511
 TE0511  NGVD 29 (??/??/92)  458.624  (m)         1504.67   (f) ADJ UNCH    2 0
 TE0511
 TE0511.Superseded values are not recommended for survey control.
 TE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0511.See file dsdata.txt to determine how the superseded data were derived.
 TE0511
 TE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU377575(NAD 83)
 TE0511_MARKER: DB = BENCH MARK DISK
 TE0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0511_STAMPING: K 404 1963
 TE0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0511+STABILITY: SURFACE MOTION
 TE0511
 TE0511  HISTORY     - Date     Condition        Report By
 TE0511  HISTORY     - 1963     MONUMENTED       CGS
 TE0511
 TE0511                          STATION DESCRIPTION
 TE0511
 TE0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0511'4.7 MI SW FROM EDMORE.
 TE0511'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0511'RAILWAY STATION AT EDMORE, THENCE 1.9 MILES WEST ALONG A GRAVELED
 TE0511'ROAD, IN S 4, R 61 W, T 156 N, ABOUT 0.2 MILE WEST OF THE JUNCTION OF
 TE0511'A GRAVELED ROAD LEADING SOUTH, AT THE FOOT OF A SHORT HILL AND ON THE
 TE0511'WEST SLOPE, 27.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 TE0511'EAST OF A FENCE CORNER, 2.0 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A
 TE0511'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TE0511'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1098 ***********************************************************************
 TE1098  DESIGNATION -  K 405
 TE1098  PID         -  TE1098
 TE1098  STATE/COUNTY-  ND/CAVALIER
 TE1098  USGS QUAD   -  HANNAH (1970)
 TE1098
 TE1098                         *CURRENT SURVEY CONTROL
 TE1098  ___________________________________________________________________
 TE1098* NAD 83(1986)-  48 56 58.     (N)    098 38 58.     (W)     SCALED    
 TE1098* NAVD 88     -       475.289  (meters)    1559.34   (feet)  ADJUSTED  
 TE1098  ___________________________________________________________________
 TE1098  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 TE1098  DYNAMIC HT  -         475.405 (meters)    1559.72  (feet)  COMP
 TE1098  MODELED GRAV-     980,840.6   (mgal)                       NAVD 88
 TE1098
 TE1098  VERT ORDER  -  SECOND    CLASS 0
 TE1098
 TE1098.The horizontal coordinates were scaled from a topographic map and have
 TE1098.an estimated accuracy of +/- 6 seconds.
 TE1098
 TE1098.The orthometric height was determined by differential leveling
 TE1098.and adjusted by the National Geodetic Survey in June 1991..
 TE1098
 TE1098.The geoid height was determined by GEOID03.
 TE1098
 TE1098.The dynamic height is computed by dividing the NAVD 88
 TE1098.geopotential number by the normal gravity value computed on the
 TE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1098.degrees latitude (g = 980.6199 gals.).
 TE1098
 TE1098.The modeled gravity was interpolated from observed gravity values.
 TE1098
 TE1098;                    North         East    Units  Estimated Accuracy
 TE1098;SPC ND N     -   218,380.      735,540.      MT  (+/- 180 meters Scaled)
 TE1098
 TE1098                          SUPERSEDED SURVEY CONTROL
 TE1098
 TE1098  NGVD 29 (??/??/92)  474.906  (m)         1558.09   (f) ADJ UNCH    2 0
 TE1098
 TE1098.Superseded values are not recommended for survey control.
 TE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1098.See file dsdata.txt to determine how the superseded data were derived.
 TE1098
 TE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV256218(NAD 83)
 TE1098_MARKER: DB = BENCH MARK DISK
 TE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1098_STAMPING: K 405 1964
 TE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1098+STABILITY: SURFACE MOTION
 TE1098
 TE1098  HISTORY     - Date     Condition        Report By
 TE1098  HISTORY     - 1964     MONUMENTED       CGS
 TE1098
 TE1098                          STATION DESCRIPTION
 TE1098
 TE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1098'5.8 MI NW FROM WALES.
 TE1098'ABOUT 3.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE1098'WALES, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN S 11, R 62 W, T
 TE1098'163 N, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF
 TE1098'THE CENTER LINE OF A NORTH-SOUTH ROAD, 56 FEET NORTHEAST OF THE CENTER
 TE1098'OF THE INTERSECTION OF THE ROADS, 2 FEET NORTHWEST OF A POWER POLE,
 TE1098'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TE1098'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0887 ***********************************************************************
 TE0887  DESIGNATION -  K 406
 TE0887  PID         -  TE0887
 TE0887  STATE/COUNTY-  ND/CAVALIER
 TE0887  USGS QUAD   -  WALES (1970)
 TE0887
 TE0887                         *CURRENT SURVEY CONTROL
 TE0887  ___________________________________________________________________
 TE0887* NAD 83(1986)-  48 53 30.     (N)    098 33 05.     (W)     SCALED    
 TE0887* NAVD 88     -       480.608  (meters)    1576.79   (feet)  ADJUSTED  
 TE0887  ___________________________________________________________________
 TE0887  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE0887  DYNAMIC HT  -         480.724 (meters)    1577.18  (feet)  COMP
 TE0887  MODELED GRAV-     980,836.1   (mgal)                       NAVD 88
 TE0887
 TE0887  VERT ORDER  -  SECOND    CLASS 0
 TE0887
 TE0887.The horizontal coordinates were scaled from a topographic map and have
 TE0887.an estimated accuracy of +/- 6 seconds.
 TE0887
 TE0887.The orthometric height was determined by differential leveling
 TE0887.and adjusted by the National Geodetic Survey in June 1991..
 TE0887
 TE0887.The geoid height was determined by GEOID03.
 TE0887
 TE0887.The dynamic height is computed by dividing the NAVD 88
 TE0887.geopotential number by the normal gravity value computed on the
 TE0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0887.degrees latitude (g = 980.6199 gals.).
 TE0887
 TE0887.The modeled gravity was interpolated from observed gravity values.
 TE0887
 TE0887;                    North         East    Units  Estimated Accuracy
 TE0887;SPC ND N     -   212,140.      742,880.      MT  (+/- 180 meters Scaled)
 TE0887
 TE0887                          SUPERSEDED SURVEY CONTROL
 TE0887
 TE0887  NGVD 29 (??/??/92)  480.225  (m)         1575.54   (f) ADJ UNCH    2 0
 TE0887
 TE0887.Superseded values are not recommended for survey control.
 TE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0887.See file dsdata.txt to determine how the superseded data were derived.
 TE0887
 TE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV328155(NAD 83)
 TE0887_MARKER: DB = BENCH MARK DISK
 TE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0887_STAMPING: K 406 1964
 TE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0887+STABILITY: SURFACE MOTION
 TE0887
 TE0887  HISTORY     - Date     Condition        Report By
 TE0887  HISTORY     - 1964     MONUMENTED       CGS
 TE0887
 TE0887                          STATION DESCRIPTION
 TE0887
 TE0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0887'2.7 MI E FROM WALES.
 TE0887'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0887'WALES, THENCE 2.5 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 33, R
 TE0887'61 W, T 163 N, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 TE0887'WEST OF A POWER LINE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 TE0887'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TE0887'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0977 ***********************************************************************
 TE0977  DESIGNATION -  K 407
 TE0977  PID         -  TE0977
 TE0977  STATE/COUNTY-  ND/CAVALIER
 TE0977  USGS QUAD   -  HANNAH (1970)
 TE0977
 TE0977                         *CURRENT SURVEY CONTROL
 TE0977  ___________________________________________________________________
 TE0977* NAD 83(1986)-  48 59 34.     (N)    098 40 19.     (W)     SCALED    
 TE0977* NAVD 88     -       476.274  (meters)    1562.58   (feet)  ADJUSTED  
 TE0977  ___________________________________________________________________
 TE0977  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 TE0977  DYNAMIC HT  -         476.393 (meters)    1562.97  (feet)  COMP
 TE0977  MODELED GRAV-     980,845.3   (mgal)                       NAVD 88
 TE0977
 TE0977  VERT ORDER  -  SECOND    CLASS 0
 TE0977
 TE0977.The horizontal coordinates were scaled from a topographic map and have
 TE0977.an estimated accuracy of +/- 6 seconds.
 TE0977
 TE0977.The orthometric height was determined by differential leveling
 TE0977.and adjusted by the National Geodetic Survey in June 1991..
 TE0977
 TE0977.The geoid height was determined by GEOID03.
 TE0977
 TE0977.The dynamic height is computed by dividing the NAVD 88
 TE0977.geopotential number by the normal gravity value computed on the
 TE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0977.degrees latitude (g = 980.6199 gals.).
 TE0977
 TE0977.The modeled gravity was interpolated from observed gravity values.
 TE0977
 TE0977;                    North         East    Units  Estimated Accuracy
 TE0977;SPC ND N     -   223,160.      733,780.      MT  (+/- 180 meters Scaled)
 TE0977
 TE0977                          SUPERSEDED SURVEY CONTROL
 TE0977
 TE0977  NGVD 29 (??/??/92)  475.890  (m)         1561.32   (f) ADJ UNCH    2 0
 TE0977
 TE0977.Superseded values are not recommended for survey control.
 TE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0977.See file dsdata.txt to determine how the superseded data were derived.
 TE0977
 TE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV239267(NAD 83)
 TE0977_MARKER: DB = BENCH MARK DISK
 TE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0977_STAMPING: K 407 1964
 TE0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0977+STABILITY: SURFACE MOTION
 TE0977
 TE0977  HISTORY     - Date     Condition        Report By
 TE0977  HISTORY     - 1964     MONUMENTED       CGS
 TE0977
 TE0977                          STATION DESCRIPTION
 TE0977
 TE0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0977'2.7 MI NE FROM HANNAH.
 TE0977'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0977'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TE0977'EAST ALONG A SECTION LINE TRAIL ROAD, THENCE 0.5 MILE EAST ACROSS A
 TE0977'CULTIVATED FIELD, IN THE SOUTHEAST CORNER OF SECTION 28, R 62 W, T 164
 TE0977'N, 16 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD AND THE CENTER OF
 TE0977'A WIRE GATE, 1 1/2 FEET EAST OF A NORTH-SOUTH SECTION LINE FENCE, 0.8
 TE0977'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD,
 TE0977'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0082 ***********************************************************************
 TE0082  DESIGNATION -  K 408
 TE0082  PID         -  TE0082
 TE0082  STATE/COUNTY-  ND/CAVALIER
 TE0082  USGS QUAD   -  NEKOMA NW (1972)
 TE0082
 TE0082                         *CURRENT SURVEY CONTROL
 TE0082  ___________________________________________________________________
 TE0082* NAD 83(1986)-  48 37 51.     (N)    098 29 26.     (W)     SCALED    
 TE0082* NAVD 88     -       481.954  (meters)    1581.21   (feet)  ADJUSTED  
 TE0082  ___________________________________________________________________
 TE0082  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE0082  DYNAMIC HT  -         482.054 (meters)    1581.54  (feet)  COMP
 TE0082  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 TE0082
 TE0082  VERT ORDER  -  SECOND    CLASS 0
 TE0082
 TE0082.The horizontal coordinates were scaled from a topographic map and have
 TE0082.an estimated accuracy of +/- 6 seconds.
 TE0082
 TE0082.The orthometric height was determined by differential leveling
 TE0082.and adjusted by the National Geodetic Survey in June 1991..
 TE0082
 TE0082.The geoid height was determined by GEOID03.
 TE0082
 TE0082.The dynamic height is computed by dividing the NAVD 88
 TE0082.geopotential number by the normal gravity value computed on the
 TE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0082.degrees latitude (g = 980.6199 gals.).
 TE0082
 TE0082.The modeled gravity was interpolated from observed gravity values.
 TE0082
 TE0082;                    North         East    Units  Estimated Accuracy
 TE0082;SPC ND N     -   183,260.      748,100.      MT  (+/- 180 meters Scaled)
 TE0082
 TE0082                          SUPERSEDED SURVEY CONTROL
 TE0082
 TE0082  NGVD 29 (??/??/92)  481.567  (m)         1579.94   (f) ADJ UNCH    2 0
 TE0082
 TE0082.Superseded values are not recommended for survey control.
 TE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0082.See file dsdata.txt to determine how the superseded data were derived.
 TE0082
 TE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU375865(NAD 83)
 TE0082_MARKER: DB = BENCH MARK DISK
 TE0082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0082_SP_SET: 15 FEET
 TE0082_STAMPING: K 408 1964
 TE0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0082
 TE0082  HISTORY     - Date     Condition        Report By
 TE0082  HISTORY     - 1964     MONUMENTED       CGS
 TE0082
 TE0082                          STATION DESCRIPTION
 TE0082
 TE0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0082'1.9 MI E FROM LOMA.
 TE0082'ABOUT 1.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0082'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT LOMA,
 TE0082'IN S 3, R 61 W, T 159 N, 75 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 TE0082'44 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 16 FEET NORTH
 TE0082'OF A 14-INCH COTTONWOOD TREE, 5 FEET SOUTH OF A TELEPHONE POLE, 0.7
 TE0082'FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TE0082'ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 TE0082'TO A DEPTH OF 15 FEET AND IS ENCASED IN A 4-INCH CAST IRON PIPE
 TE0082'PROJECTING 4 INCHES.  NOTE-- THE MSPSSMRR IS NOW THE SOO LINE R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0424 ***********************************************************************
 TD0424  DESIGNATION -  K 409
 TD0424  PID         -  TD0424
 TD0424  STATE/COUNTY-  ND/WALSH
 TD0424  USGS QUAD   -  PARK RIVER (1963)
 TD0424
 TD0424                         *CURRENT SURVEY CONTROL
 TD0424  ___________________________________________________________________
 TD0424* NAD 83(1986)-  48 29 32.     (N)    097 43 53.     (W)     SCALED    
 TD0424* NAVD 88     -       284.178  (meters)     932.34   (feet)  ADJUSTED  
 TD0424  ___________________________________________________________________
 TD0424  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 TD0424  DYNAMIC HT  -         284.244 (meters)     932.56  (feet)  COMP
 TD0424  MODELED GRAV-     980,833.2   (mgal)                       NAVD 88
 TD0424
 TD0424  VERT ORDER  -  SECOND    CLASS 0
 TD0424
 TD0424.The horizontal coordinates were scaled from a topographic map and have
 TD0424.an estimated accuracy of +/- 6 seconds.
 TD0424
 TD0424.The orthometric height was determined by differential leveling
 TD0424.and adjusted by the National Geodetic Survey in June 1991..
 TD0424
 TD0424.The geoid height was determined by GEOID03.
 TD0424
 TD0424.The dynamic height is computed by dividing the NAVD 88
 TD0424.geopotential number by the normal gravity value computed on the
 TD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0424.degrees latitude (g = 980.6199 gals.).
 TD0424
 TD0424.The modeled gravity was interpolated from observed gravity values.
 TD0424
 TD0424;                    North         East    Units  Estimated Accuracy
 TD0424;SPC ND N     -   169,590.      804,580.      MT  (+/- 180 meters Scaled)
 TD0424
 TD0424                          SUPERSEDED SURVEY CONTROL
 TD0424
 TD0424  NGVD 29 (??/??/92)  283.835  (m)          931.22   (f) ADJ UNCH    2 0
 TD0424
 TD0424.Superseded values are not recommended for survey control.
 TD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0424.See file dsdata.txt to determine how the superseded data were derived.
 TD0424
 TD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU937717(NAD 83)
 TD0424_MARKER: DB = BENCH MARK DISK
 TD0424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0424_SP_SET: 31.5 FT
 TD0424_STAMPING: K 409 1964
 TD0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0424
 TD0424  HISTORY     - Date     Condition        Report By
 TD0424  HISTORY     - 1964     MONUMENTED       CGS
 TD0424
 TD0424                          STATION DESCRIPTION
 TD0424
 TD0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0424'7.5 MI N FROM PARK RIVER.
 TD0424'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0424'STATION AT PARK RIVER, THENCE 6.7 MILES NORTHEAST ALONG COUNTY ROAD
 TD0424'12, IN S 22, R 55 W, T 158 N, ABOUT 0.5 MILE SOUTH OF THE INTERSECTION
 TD0424'OF COUNTY ROAD 9, 61 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 TD0424'DRIVE LEADING EAST TO A CULTIVATED FIELD, 55 FEET EAST OF THE CENTER
 TD0424'LINE OF THE COUNTY ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE
 TD0424'DRIVE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TD0424'LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TD0424'THAT IS DRIVEN TO A DEPTH OF 31 1/2 FEET AND IS ENCASED IN A 5-INCH
 TD0424'PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0363 ***********************************************************************
 RQ0363  DESIGNATION -  K 41
 RQ0363  PID         -  RQ0363
 RQ0363  STATE/COUNTY-  ND/LOGAN
 RQ0363  USGS QUAD   -  WISHEK (1982)
 RQ0363
 RQ0363                         *CURRENT SURVEY CONTROL
 RQ0363  ___________________________________________________________________
 RQ0363* NAD 83(1986)-  46 16 59.     (N)    099 34 47.     (W)     SCALED    
 RQ0363* NAVD 88     -       608.823  (meters)    1997.45   (feet)  ADJUSTED  
 RQ0363  ___________________________________________________________________
 RQ0363  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 RQ0363  DYNAMIC HT  -         608.791 (meters)    1997.34  (feet)  COMP
 RQ0363  MODELED GRAV-     980,542.8   (mgal)                       NAVD 88
 RQ0363
 RQ0363  VERT ORDER  -  SECOND    CLASS 0
 RQ0363
 RQ0363.The horizontal coordinates were scaled from a topographic map and have
 RQ0363.an estimated accuracy of +/- 6 seconds.
 RQ0363
 RQ0363.The orthometric height was determined by differential leveling
 RQ0363.and adjusted by the National Geodetic Survey in June 1991..
 RQ0363
 RQ0363.The geoid height was determined by GEOID03.
 RQ0363
 RQ0363.The dynamic height is computed by dividing the NAVD 88
 RQ0363.geopotential number by the normal gravity value computed on the
 RQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0363.degrees latitude (g = 980.6199 gals.).
 RQ0363
 RQ0363.The modeled gravity was interpolated from observed gravity values.
 RQ0363
 RQ0363;                    North         East    Units  Estimated Accuracy
 RQ0363;SPC ND S     -    68,930.      670,920.      MT  (+/- 180 meters Scaled)
 RQ0363
 RQ0363                          SUPERSEDED SURVEY CONTROL
 RQ0363
 RQ0363  NGVD 29 (??/??/92)  608.379  (m)         1995.99   (f) ADJ UNCH    2 0
 RQ0363
 RQ0363.Superseded values are not recommended for survey control.
 RQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0363.See file dsdata.txt to determine how the superseded data were derived.
 RQ0363
 RQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS553256(NAD 83)
 RQ0363_MARKER: DB = BENCH MARK DISK
 RQ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0363_STAMPING: K 41 1934
 RQ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0363+STABILITY: SURFACE MOTION
 RQ0363
 RQ0363  HISTORY     - Date     Condition        Report By
 RQ0363  HISTORY     - 1934     MONUMENTED       CGS
 RQ0363  HISTORY     - 1959     GOOD             NGS
 RQ0363
 RQ0363                          STATION DESCRIPTION
 RQ0363
 RQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0363'2.4 MI NW FROM WISHEK.
 RQ0363'IN LOGAN COUNTY, 2.4 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL
 RQ0363'AND SAULT STE. MARIE RAILWAY FROM THE CITY HALL AT WISHEK, MCINTOSH
 RQ0363'COUNTY, 3 FEET EAST OF THE THIRD POLE NORTH OF MILEPOST 343, 100 FEET
 RQ0363'NORTH OF THE CENTER OF A PUBLIC ROAD CROSSING, 45 FEET NORTHEAST OF
 RQ0363'THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A
 RQ0363'STANDARD DISK, STAMPED K 41 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0363'POST.  NOTE-- THE MARK IS JUST NORTH OF A ROAD THAT IS ON THE
 RQ0363'LOGAN-MCINTOSH COUNTY LINE.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 RQ0363'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0363
 RQ0363                          STATION RECOVERY (1959)
 RQ0363
 RQ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0599 ***********************************************************************
 TD0599  DESIGNATION -  K 410
 TD0599  PID         -  TD0599
 TD0599  STATE/COUNTY-  ND/WALSH
 TD0599  USGS QUAD   -  UNION (1972)
 TD0599
 TD0599                         *CURRENT SURVEY CONTROL
 TD0599  ___________________________________________________________________
 TD0599* NAD 83(1986)-  48 30 13.     (N)    097 53 00.     (W)     SCALED    
 TD0599* NAVD 88     -       367.118  (meters)    1204.45   (feet)  ADJUSTED  
 TD0599  ___________________________________________________________________
 TD0599  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 TD0599  DYNAMIC HT  -         367.196 (meters)    1204.71  (feet)  COMP
 TD0599  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 TD0599
 TD0599  VERT ORDER  -  SECOND    CLASS 0
 TD0599
 TD0599.The horizontal coordinates were scaled from a topographic map and have
 TD0599.an estimated accuracy of +/- 6 seconds.
 TD0599
 TD0599.The orthometric height was determined by differential leveling
 TD0599.and adjusted by the National Geodetic Survey in June 1991..
 TD0599
 TD0599.The geoid height was determined by GEOID03.
 TD0599
 TD0599.The dynamic height is computed by dividing the NAVD 88
 TD0599.geopotential number by the normal gravity value computed on the
 TD0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0599.degrees latitude (g = 980.6199 gals.).
 TD0599
 TD0599.The modeled gravity was interpolated from observed gravity values.
 TD0599
 TD0599;                    North         East    Units  Estimated Accuracy
 TD0599;SPC ND N     -   170,460.      793,320.      MT  (+/- 180 meters Scaled)
 TD0599
 TD0599                          SUPERSEDED SURVEY CONTROL
 TD0599
 TD0599  NGVD 29 (??/??/92)  366.757  (m)         1203.27   (f) ADJ UNCH    2 0
 TD0599
 TD0599.Superseded values are not recommended for survey control.
 TD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0599.See file dsdata.txt to determine how the superseded data were derived.
 TD0599
 TD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU824728(NAD 83)
 TD0599_MARKER: DB = BENCH MARK DISK
 TD0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0599_SP_SET: 24 FT
 TD0599_STAMPING: K 410 1964
 TD0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0599
 TD0599  HISTORY     - Date     Condition        Report By
 TD0599  HISTORY     - 1964     MONUMENTED       CGS
 TD0599
 TD0599                          STATION DESCRIPTION
 TD0599
 TD0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0599'1.0 MI NW FROM EDINBURG.
 TD0599'ABOUT 1.0 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0599'STATION AT EDINBURG, IN S 16, R 56 W, T 158 N, ABOUT 0.5 MILE
 TD0599'NORTHWEST OF MILEPOST 44, ABOUT 110 YARDS EAST OF A SMALL FARMHOUSE,
 TD0599'81 FEET SOUTH OF THE CENTER OF THE CROSSING OF A PRIVATE DIRT ROAD, 60
 TD0599'FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 31 1/2 FEET
 TD0599'SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTHWEST OF A TELEGRAPH POLE
 TD0599'AND IN LINE WITH A ROW OF POLES, 1.4 FEET SOUTHEAST OF A METAL WITNESS
 TD0599'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, A DISK ON THE TOP OF
 TD0599'A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 TD0599'IS ENCASED IN A 5-INCH PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0500 ***********************************************************************
 TE0500  DESIGNATION -  K 411
 TE0500  PID         -  TE0500
 TE0500  STATE/COUNTY-  ND/WALSH
 TE0500  USGS QUAD   -  ADAMS (1972)
 TE0500
 TE0500                         *CURRENT SURVEY CONTROL
 TE0500  ___________________________________________________________________
 TE0500* NAD 83(1986)-  48 24 49.     (N)    098 04 04.     (W)     SCALED    
 TE0500* NAVD 88     -       485.573  (meters)    1593.08   (feet)  ADJUSTED  
 TE0500  ___________________________________________________________________
 TE0500  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TE0500  DYNAMIC HT  -         485.667 (meters)    1593.39  (feet)  COMP
 TE0500  MODELED GRAV-     980,787.4   (mgal)                       NAVD 88
 TE0500
 TE0500  VERT ORDER  -  SECOND    CLASS 0
 TE0500
 TE0500.The horizontal coordinates were scaled from a topographic map and have
 TE0500.an estimated accuracy of +/- 6 seconds.
 TE0500
 TE0500.The orthometric height was determined by differential leveling
 TE0500.and adjusted by the National Geodetic Survey in June 1991..
 TE0500
 TE0500.The geoid height was determined by GEOID03.
 TE0500
 TE0500.The dynamic height is computed by dividing the NAVD 88
 TE0500.geopotential number by the normal gravity value computed on the
 TE0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0500.degrees latitude (g = 980.6199 gals.).
 TE0500
 TE0500.The modeled gravity was interpolated from observed gravity values.
 TE0500
 TE0500;                    North         East    Units  Estimated Accuracy
 TE0500;SPC ND N     -   160,010.      780,010.      MT  (+/- 180 meters Scaled)
 TE0500
 TE0500                          SUPERSEDED SURVEY CONTROL
 TE0500
 TE0500  NGVD 29 (??/??/92)  485.192  (m)         1591.83   (f) ADJ UNCH    2 0
 TE0500
 TE0500.Superseded values are not recommended for survey control.
 TE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0500.See file dsdata.txt to determine how the superseded data were derived.
 TE0500
 TE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU689626(NAD 83)
 TE0500_MARKER: DB = BENCH MARK DISK
 TE0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0500_SP_SET: FOUNDATION
 TE0500_STAMPING: K 411 1964
 TE0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0500
 TE0500  HISTORY     - Date     Condition        Report By
 TE0500  HISTORY     - 1964     MONUMENTED       CGS
 TE0500
 TE0500                          STATION DESCRIPTION
 TE0500
 TE0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0500'0.3 MI W FROM ADAMS.
 TE0500'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0500'SOO LINE RAILROAD AT ADAMS, IN S 13, R 58 W, T 157 N, ABOUT 100 YARDS
 TE0500'NORTH OF THE HIGHWAY, ON THE CREST OF A HIGH KNOLL, SET IN THE TOP OF
 TE0500'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A BELL TELEPHONE
 TE0500'COMPANY RADIO TOWER, AND ABOUT LEVEL WITH THE CREST OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0458 ***********************************************************************
 TE0458  DESIGNATION -  K 412
 TE0458  PID         -  TE0458
 TE0458  STATE/COUNTY-  ND/RAMSEY
 TE0458  USGS QUAD   -  EDMORE (1972)
 TE0458
 TE0458                         *CURRENT SURVEY CONTROL
 TE0458  ___________________________________________________________________
 TE0458* NAD 83(1986)-  48 28 15.     (N)    098 26 53.     (W)     SCALED    
 TE0458* NAVD 88     -       466.026  (meters)    1528.95   (feet)  ADJUSTED  
 TE0458  ___________________________________________________________________
 TE0458  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0458  DYNAMIC HT  -         466.118 (meters)    1529.26  (feet)  COMP
 TE0458  MODELED GRAV-     980,794.4   (mgal)                       NAVD 88
 TE0458
 TE0458  VERT ORDER  -  SECOND    CLASS 0
 TE0458
 TE0458.The horizontal coordinates were scaled from a topographic map and have
 TE0458.an estimated accuracy of +/- 6 seconds.
 TE0458
 TE0458.The orthometric height was determined by differential leveling
 TE0458.and adjusted by the National Geodetic Survey in June 1991..
 TE0458
 TE0458.The geoid height was determined by GEOID03.
 TE0458
 TE0458.The dynamic height is computed by dividing the NAVD 88
 TE0458.geopotential number by the normal gravity value computed on the
 TE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0458.degrees latitude (g = 980.6199 gals.).
 TE0458
 TE0458.The modeled gravity was interpolated from observed gravity values.
 TE0458
 TE0458;                    North         East    Units  Estimated Accuracy
 TE0458;SPC ND N     -   165,550.      751,700.      MT  (+/- 180 meters Scaled)
 TE0458
 TE0458                          SUPERSEDED SURVEY CONTROL
 TE0458
 TE0458  NGVD 29 (??/??/92)  465.646  (m)         1527.71   (f) ADJ UNCH    2 0
 TE0458
 TE0458.Superseded values are not recommended for survey control.
 TE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0458.See file dsdata.txt to determine how the superseded data were derived.
 TE0458
 TE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU407687(NAD 83)
 TE0458_MARKER: DB = BENCH MARK DISK
 TE0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0458_STAMPING: K 412 1964
 TE0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0458+STABILITY: SURFACE MOTION
 TE0458
 TE0458  HISTORY     - Date     Condition        Report By
 TE0458  HISTORY     - 1964     MONUMENTED       CGS
 TE0458
 TE0458                          STATION DESCRIPTION
 TE0458
 TE0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0458'4.3 MI N FROM EDMORE.
 TE0458'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH
 TE0458'AT EDMORE, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, OR ABOUT 0.6
 TE0458'MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TE0458'STATION AT DERRICK, THENCE 5.0 MILES EAST ALONG COUNTY ROAD 9, THENCE
 TE0458'1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 30, T 158 N, R 60 W,
 TE0458'80 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE GRAVELED
 TE0458'ROAD WITH A DIRT ROAD, 77 FEET EAST OF THE CENTER LINE OF THE ROAD, 16
 TE0458'FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 2 FEET SOUTH OF A
 TE0458'POWER POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET WEST OF A METAL
 TE0458'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 TE0458'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0318 ***********************************************************************
 TE0318  DESIGNATION -  K 413
 TE0318  PID         -  TE0318
 TE0318  STATE/COUNTY-  ND/CAVALIER
 TE0318  USGS QUAD   -  OSNABROCK SW (1972)
 TE0318
 TE0318                         *CURRENT SURVEY CONTROL
 TE0318  ___________________________________________________________________
 TE0318* NAD 83(1986)-  48 36 22.     (N)    098 08 40.     (W)     SCALED    
 TE0318* NAVD 88     -       492.878  (meters)    1617.05   (feet)  ADJUSTED  
 TE0318  ___________________________________________________________________
 TE0318  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TE0318  DYNAMIC HT  -         492.976 (meters)    1617.37  (feet)  COMP
 TE0318  MODELED GRAV-     980,792.8   (mgal)                       NAVD 88
 TE0318
 TE0318  VERT ORDER  -  SECOND    CLASS 0
 TE0318
 TE0318.The horizontal coordinates were scaled from a topographic map and have
 TE0318.an estimated accuracy of +/- 6 seconds.
 TE0318
 TE0318.The orthometric height was determined by differential leveling
 TE0318.and adjusted by the National Geodetic Survey in June 1991..
 TE0318
 TE0318.The geoid height was determined by GEOID03.
 TE0318
 TE0318.The dynamic height is computed by dividing the NAVD 88
 TE0318.geopotential number by the normal gravity value computed on the
 TE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0318.degrees latitude (g = 980.6199 gals.).
 TE0318
 TE0318.The modeled gravity was interpolated from observed gravity values.
 TE0318
 TE0318;                    North         East    Units  Estimated Accuracy
 TE0318;SPC ND N     -   181,230.      773,680.      MT  (+/- 180 meters Scaled)
 TE0318
 TE0318                          SUPERSEDED SURVEY CONTROL
 TE0318
 TE0318  NGVD 29 (??/??/92)  492.498  (m)         1615.80   (f) ADJ UNCH    2 0
 TE0318
 TE0318.Superseded values are not recommended for survey control.
 TE0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0318.See file dsdata.txt to determine how the superseded data were derived.
 TE0318
 TE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU630840(NAD 83)
 TE0318_MARKER: DB = BENCH MARK DISK
 TE0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0318_STAMPING: K 413 1964
 TE0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0318+STABILITY: SURFACE MOTION
 TE0318
 TE0318  HISTORY     - Date     Condition        Report By
 TE0318  HISTORY     - 1964     MONUMENTED       CGS
 TE0318
 TE0318                          STATION DESCRIPTION
 TE0318
 TE0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0318'6.4 MI SW FROM MILTON.
 TE0318'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0318'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0318'THENCE 1.7 MILES SOUTH ALONG CAVALIER COUNTY ROAD 35, IN S 9, T 159 N,
 TE0318'R 58 W, 113 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF
 TE0318'A FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TE0318'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0318'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0304 ***********************************************************************
 TE0304  DESIGNATION -  K 414
 TE0304  PID         -  TE0304
 TE0304  STATE/COUNTY-  ND/CAVALIER
 TE0304  USGS QUAD   -  NEKOMA (1972)
 TE0304
 TE0304                         *CURRENT SURVEY CONTROL
 TE0304  ___________________________________________________________________
 TE0304* NAD 83(1986)-  48 36 57.     (N)    098 16 27.     (W)     SCALED    
 TE0304* NAVD 88     -       502.878  (meters)    1649.86   (feet)  ADJUSTED  
 TE0304  ___________________________________________________________________
 TE0304  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 TE0304  DYNAMIC HT  -         502.978 (meters)    1650.19  (feet)  COMP
 TE0304  MODELED GRAV-     980,793.9   (mgal)                       NAVD 88
 TE0304
 TE0304  VERT ORDER  -  SECOND    CLASS 0
 TE0304
 TE0304.The horizontal coordinates were scaled from a topographic map and have
 TE0304.an estimated accuracy of +/- 6 seconds.
 TE0304
 TE0304.The orthometric height was determined by differential leveling
 TE0304.and adjusted by the National Geodetic Survey in June 1991..
 TE0304
 TE0304.The geoid height was determined by GEOID03.
 TE0304
 TE0304.The dynamic height is computed by dividing the NAVD 88
 TE0304.geopotential number by the normal gravity value computed on the
 TE0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0304.degrees latitude (g = 980.6199 gals.).
 TE0304
 TE0304.The modeled gravity was interpolated from observed gravity values.
 TE0304
 TE0304;                    North         East    Units  Estimated Accuracy
 TE0304;SPC ND N     -   182,030.      764,090.      MT  (+/- 180 meters Scaled)
 TE0304
 TE0304                          SUPERSEDED SURVEY CONTROL
 TE0304
 TE0304  NGVD 29 (??/??/92)  502.492  (m)         1648.59   (f) ADJ UNCH    2 0
 TE0304
 TE0304.Superseded values are not recommended for survey control.
 TE0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0304.See file dsdata.txt to determine how the superseded data were derived.
 TE0304
 TE0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU534850(NAD 83)
 TE0304_MARKER: DB = BENCH MARK DISK
 TE0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0304_STAMPING: K 414 1964
 TE0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0304+STABILITY: SURFACE MOTION
 TE0304
 TE0304  HISTORY     - Date     Condition        Report By
 TE0304  HISTORY     - 1964     MONUMENTED       CGS
 TE0304
 TE0304                          STATION DESCRIPTION
 TE0304
 TE0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0304'11.7 MI SW FROM MILTON.
 TE0304'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0304'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0304'THENCE 6.0 MILES WEST ALONG CAVALIER COUNTY ROAD 66, THENCE 1.0 MILE
 TE0304'SOUTH ALONG A SECTION LINE ROAD, IN S 9, T 159 N, R 59 W, 71 FEET EAST
 TE0304'OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE CORNER, 1.0
 TE0304'FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0304'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0432 ***********************************************************************
 TD0432  DESIGNATION -  K 415
 TD0432  PID         -  TD0432
 TD0432  STATE/COUNTY-  ND/WALSH
 TD0432  USGS QUAD   -  EDINBURG NW (1972)
 TD0432
 TD0432                         *CURRENT SURVEY CONTROL
 TD0432  ___________________________________________________________________
 TD0432* NAD 83(1986)-  48 26 04.     (N)    097 57 23.     (W)     SCALED    
 TD0432* NAVD 88     -       395.043  (meters)    1296.07   (feet)  ADJUSTED  
 TD0432  ___________________________________________________________________
 TD0432  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 TD0432  DYNAMIC HT  -         395.121 (meters)    1296.33  (feet)  COMP
 TD0432  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 TD0432
 TD0432  VERT ORDER  -  SECOND    CLASS 0
 TD0432
 TD0432.The horizontal coordinates were scaled from a topographic map and have
 TD0432.an estimated accuracy of +/- 6 seconds.
 TD0432
 TD0432.The orthometric height was determined by differential leveling
 TD0432.and adjusted by the National Geodetic Survey in June 1991..
 TD0432
 TD0432.The geoid height was determined by GEOID03.
 TD0432
 TD0432.The dynamic height is computed by dividing the NAVD 88
 TD0432.geopotential number by the normal gravity value computed on the
 TD0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0432.degrees latitude (g = 980.6199 gals.).
 TD0432
 TD0432.The modeled gravity was interpolated from observed gravity values.
 TD0432
 TD0432;                    North         East    Units  Estimated Accuracy
 TD0432;SPC ND N     -   162,590.      788,180.      MT  (+/- 180 meters Scaled)
 TD0432
 TD0432                          SUPERSEDED SURVEY CONTROL
 TD0432
 TD0432  NGVD 29 (??/??/92)  394.661  (m)         1294.82   (f) ADJ UNCH    2 0
 TD0432
 TD0432.Superseded values are not recommended for survey control.
 TD0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0432.See file dsdata.txt to determine how the superseded data were derived.
 TD0432
 TD0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU771651(NAD 83)
 TD0432_MARKER: DB = BENCH MARK DISK
 TD0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0432_SP_SET: BRIDGE
 TD0432_STAMPING: K 415 1964
 TD0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0432
 TD0432  HISTORY     - Date     Condition        Report By
 TD0432  HISTORY     - 1964     MONUMENTED       CGS
 TD0432  HISTORY     - 1968     GOOD             USAF
 TD0432
 TD0432                          STATION DESCRIPTION
 TD0432
 TD0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0432'8.05 MI NE FROM ADAMS.
 TD0432'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF STATE
 TD0432'HIGHWAY 17 AND THE SOO LINE RAILROAD AT ADAMS, THENCE 2.9 MILES NORTH
 TD0432'ALONG A GRAVELED ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD, IN
 TD0432'SECTION 11, T 157 N, R 57 W, 15 FEET SOUTH OF THE CENTER LINE OF THE
 TD0432'ROAD, SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A BRIDGE
 TD0432'OVER THE SOUTH BRANCH PARK RIVER, AND ABOUT LEVEL WITH THE ROAD.
 TD0432
 TD0432                          STATION RECOVERY (1968)
 TD0432
 TD0432'RECOVERY NOTE BY US AIR FORCE 1968
 TD0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0526 ***********************************************************************
 TE0526  DESIGNATION -  K 416
 TE0526  PID         -  TE0526
 TE0526  STATE/COUNTY-  ND/WALSH
 TE0526  USGS QUAD   -  ADAMS (1972)
 TE0526
 TE0526                         *CURRENT SURVEY CONTROL
 TE0526  ___________________________________________________________________
 TE0526* NAD 83(1986)-  48 23 54.     (N)    098 04 45.     (W)     SCALED    
 TE0526* NAVD 88     -       474.879  (meters)    1558.00   (feet)  ADJUSTED  
 TE0526  ___________________________________________________________________
 TE0526  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 TE0526  DYNAMIC HT  -         474.970 (meters)    1558.30  (feet)  COMP
 TE0526  MODELED GRAV-     980,787.6   (mgal)                       NAVD 88
 TE0526
 TE0526  VERT ORDER  -  SECOND    CLASS 0
 TE0526
 TE0526.The horizontal coordinates were scaled from a topographic map and have
 TE0526.an estimated accuracy of +/- 6 seconds.
 TE0526
 TE0526.The orthometric height was determined by differential leveling
 TE0526.and adjusted by the National Geodetic Survey in June 1991..
 TE0526
 TE0526.The geoid height was determined by GEOID03.
 TE0526
 TE0526.The dynamic height is computed by dividing the NAVD 88
 TE0526.geopotential number by the normal gravity value computed on the
 TE0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0526.degrees latitude (g = 980.6199 gals.).
 TE0526
 TE0526.The modeled gravity was interpolated from observed gravity values.
 TE0526
 TE0526;                    North         East    Units  Estimated Accuracy
 TE0526;SPC ND N     -   158,290.      779,220.      MT  (+/- 180 meters Scaled)
 TE0526
 TE0526                          SUPERSEDED SURVEY CONTROL
 TE0526
 TE0526  NGVD 29 (??/??/92)  474.500  (m)         1556.76   (f) ADJ UNCH    2 0
 TE0526
 TE0526.Superseded values are not recommended for survey control.
 TE0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0526.See file dsdata.txt to determine how the superseded data were derived.
 TE0526
 TE0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU681609(NAD 83)
 TE0526_MARKER: DB = BENCH MARK DISK
 TE0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0526_STAMPING: K 416 1964
 TE0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0526+STABILITY: SURFACE MOTION
 TE0526
 TE0526  HISTORY     - Date     Condition        Report By
 TE0526  HISTORY     - 1964     MONUMENTED       CGS
 TE0526
 TE0526                          STATION DESCRIPTION
 TE0526
 TE0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0526'1.8 MI SW FROM ADAMS.
 TE0526'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 17 FROM THE SOO LINE RAILROAD
 TE0526'CROSSING AT ADAMS, THENCE 1.0 MILE SOUTH ALONG COUNTY ROAD 16, IN
 TE0526'SECTION 26, T 157 N, R 58 W, 66 FEET WEST OF THE CENTER LINE OF THE
 TE0526'ROAD, 35 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 21 1/2
 TE0526'FEET WEST OF A FENCE CORNER, 18 FEET WEST OF A TELEPHONE POLE, 1 1/2
 TE0526'FEET NORTH OF A FENCE, 2.8 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0526'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE0526'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0393 ***********************************************************************
 TD0393  DESIGNATION -  K 417
 TD0393  PID         -  TD0393
 TD0393  STATE/COUNTY-  ND/WALSH
 TD0393  USGS QUAD   -  EDINBURG NW (1972)
 TD0393
 TD0393                         *CURRENT SURVEY CONTROL
 TD0393  ___________________________________________________________________
 TD0393* NAD 83(1986)-  48 29 31.     (N)    097 59 02.     (W)     SCALED    
 TD0393* NAVD 88     -       445.046  (meters)    1460.12   (feet)  ADJUSTED  
 TD0393  ___________________________________________________________________
 TD0393  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 TD0393  DYNAMIC HT  -         445.134 (meters)    1460.41  (feet)  COMP
 TD0393  MODELED GRAV-     980,794.8   (mgal)                       NAVD 88
 TD0393
 TD0393  VERT ORDER  -  SECOND    CLASS 0
 TD0393
 TD0393.The horizontal coordinates were scaled from a topographic map and have
 TD0393.an estimated accuracy of +/- 6 seconds.
 TD0393
 TD0393.The orthometric height was determined by differential leveling
 TD0393.and adjusted by the National Geodetic Survey in June 1991..
 TD0393
 TD0393.The geoid height was determined by GEOID03.
 TD0393
 TD0393.The dynamic height is computed by dividing the NAVD 88
 TD0393.geopotential number by the normal gravity value computed on the
 TD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0393.degrees latitude (g = 980.6199 gals.).
 TD0393
 TD0393.The modeled gravity was interpolated from observed gravity values.
 TD0393
 TD0393;                    North         East    Units  Estimated Accuracy
 TD0393;SPC ND N     -   168,920.      785,930.      MT  (+/- 180 meters Scaled)
 TD0393
 TD0393                          SUPERSEDED SURVEY CONTROL
 TD0393
 TD0393  NGVD 29 (??/??/92)  444.661  (m)         1458.86   (f) ADJ UNCH    2 0
 TD0393
 TD0393.Superseded values are not recommended for survey control.
 TD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0393.See file dsdata.txt to determine how the superseded data were derived.
 TD0393
 TD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU750714(NAD 83)
 TD0393_MARKER: DB = BENCH MARK DISK
 TD0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0393_SP_SET: CULVERT
 TD0393_STAMPING: K 417 1964
 TD0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0393
 TD0393  HISTORY     - Date     Condition        Report By
 TD0393  HISTORY     - 1964     MONUMENTED       CGS
 TD0393
 TD0393                          STATION DESCRIPTION
 TD0393
 TD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0393'5.7 MI W FROM EDINBURG.
 TD0393'ABOUT 5.7 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0393'EDINBURG, IN SECTION 22, T 158 N, R 57 W, ABOUT 0.4 MILE EAST OF AN
 TD0393'INTERSECTION OF COUNTY ROAD 9 AND A GRAVELED ROAD, 64 FEET SOUTH OF
 TD0393'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF AN EMBEDDED GRANITE
 TD0393'BOULDER THE EXPOSED PORTION OF WHICH MEASURES 2 1/2 BY 1 1/2 FEET AND
 TD0393'PROJECTS 3 INCHES, 72 FEET SOUTHEAST OF THE SOUTH END OF A 36-INCH
 TD0393'CORRUGATED METAL CULVERT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 TD0393'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0485 ***********************************************************************
 TD0485  DESIGNATION -  K 418
 TD0485  PID         -  TD0485
 TD0485  STATE/COUNTY-  ND/WALSH
 TD0485  USGS QUAD   -  INKSTER NE (1963)
 TD0485
 TD0485                         *CURRENT SURVEY CONTROL
 TD0485  ___________________________________________________________________
 TD0485* NAD 83(1986)-  48 13 26.     (N)    097 37 21.     (W)     SCALED    
 TD0485* NAVD 88     -       286.836  (meters)     941.06   (feet)  ADJUSTED  
 TD0485  ___________________________________________________________________
 TD0485  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 TD0485  DYNAMIC HT  -         286.896 (meters)     941.26  (feet)  COMP
 TD0485  MODELED GRAV-     980,815.6   (mgal)                       NAVD 88
 TD0485
 TD0485  VERT ORDER  -  SECOND    CLASS 0
 TD0485
 TD0485.The horizontal coordinates were scaled from a topographic map and have
 TD0485.an estimated accuracy of +/- 6 seconds.
 TD0485
 TD0485.The orthometric height was determined by differential leveling
 TD0485.and adjusted by the National Geodetic Survey in June 1991..
 TD0485
 TD0485.The geoid height was determined by GEOID03.
 TD0485
 TD0485.The dynamic height is computed by dividing the NAVD 88
 TD0485.geopotential number by the normal gravity value computed on the
 TD0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0485.degrees latitude (g = 980.6199 gals.).
 TD0485
 TD0485.The modeled gravity was interpolated from observed gravity values.
 TD0485
 TD0485;                    North         East    Units  Estimated Accuracy
 TD0485;SPC ND N     -   140,070.      813,740.      MT  (+/- 180 meters Scaled)
 TD0485
 TD0485                          SUPERSEDED SURVEY CONTROL
 TD0485
 TD0485  NGVD 29 (??/??/92)  286.495  (m)          939.94   (f) ADJ UNCH    2 0
 TD0485
 TD0485.Superseded values are not recommended for survey control.
 TD0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0485.See file dsdata.txt to determine how the superseded data were derived.
 TD0485
 TD0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU023421(NAD 83)
 TD0485_MARKER: DB = BENCH MARK DISK
 TD0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0485_SP_SET: 18 FT
 TD0485_STAMPING: K 418 1964
 TD0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0485
 TD0485  HISTORY     - Date     Condition        Report By
 TD0485  HISTORY     - 1964     MONUMENTED       CGS
 TD0485
 TD0485                          STATION DESCRIPTION
 TD0485
 TD0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0485'9.8 MI SE FROM PISEK.
 TD0485'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0485'THENCE 6.0 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 20, T 155 N, R 54
 TD0485'W, 127 FEET NORTHEAST OF THE INTERSECTION OF COUNTY ROAD 19, 104 FEET
 TD0485'EAST OF THE CENTER LINE OF THE HIGHWAY, 71 FEET NORTH OF THE CENTER
 TD0485'LINE OF THE ROAD, 2 FEET WEST OF THE MORE SOUTHEASTERLY OF TWO POWER
 TD0485'POLES, 1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TD0485'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 TD0485'ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 5-INCH
 TD0485'CAST IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0530 ***********************************************************************
 TE0530  DESIGNATION -  K 419
 TE0530  PID         -  TE0530
 TE0530  STATE/COUNTY-  ND/WALSH
 TE0530  USGS QUAD   -  LAWTON (1972)
 TE0530
 TE0530                         *CURRENT SURVEY CONTROL
 TE0530  ___________________________________________________________________
 TE0530* NAD 83(1986)-  48 18 40.     (N)    098 17 30.     (W)     SCALED    
 TE0530* NAVD 88     -       470.792  (meters)    1544.59   (feet)  ADJUSTED  
 TE0530  ___________________________________________________________________
 TE0530  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 TE0530  DYNAMIC HT  -         470.883 (meters)    1544.89  (feet)  COMP
 TE0530  MODELED GRAV-     980,789.2   (mgal)                       NAVD 88
 TE0530
 TE0530  VERT ORDER  -  SECOND    CLASS 0
 TE0530
 TE0530.The horizontal coordinates were scaled from a topographic map and have
 TE0530.an estimated accuracy of +/- 6 seconds.
 TE0530
 TE0530.The orthometric height was determined by differential leveling
 TE0530.and adjusted by the National Geodetic Survey in June 1991..
 TE0530
 TE0530.The geoid height was determined by GEOID03.
 TE0530
 TE0530.The dynamic height is computed by dividing the NAVD 88
 TE0530.geopotential number by the normal gravity value computed on the
 TE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0530.degrees latitude (g = 980.6199 gals.).
 TE0530
 TE0530.The modeled gravity was interpolated from observed gravity values.
 TE0530
 TE0530;                    North         East    Units  Estimated Accuracy
 TE0530;SPC ND N     -   148,120.      763,770.      MT  (+/- 180 meters Scaled)
 TE0530
 TE0530                          SUPERSEDED SURVEY CONTROL
 TE0530
 TE0530  NGVD 29 (??/??/92)  470.418  (m)         1543.36   (f) ADJ UNCH    2 0
 TE0530
 TE0530.Superseded values are not recommended for survey control.
 TE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0530.See file dsdata.txt to determine how the superseded data were derived.
 TE0530
 TE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU525511(NAD 83)
 TE0530_MARKER: DB = BENCH MARK DISK
 TE0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0530_STAMPING: K 419 1964
 TE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0530+STABILITY: SURFACE MOTION
 TE0530
 TE0530  HISTORY     - Date     Condition        Report By
 TE0530  HISTORY     - 1964     MONUMENTED       CGS
 TE0530
 TE0530                          STATION DESCRIPTION
 TE0530
 TE0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0530'4.2 MI NE FROM LAWTON.
 TE0530'ABOUT 4.2 MILES NORTHEAST ALONG COUNTY ROADS 8 AND 15 FROM THE GREAT
 TE0530'NORTHERN RAILWAY STATION AT LAWTON, IN S 30, T 156 N, R 59 W, ON THE
 TE0530'WALSH COUNTY SIDE OF THE WALSH-RAMSEY COUNTY LINE, 74 FEET SOUTHEAST
 TE0530'OF THE CENTER OF THE INTERSECTION OF A DIM DIRT ROAD, 69 FEET SOUTH OF
 TE0530'THE CENTER LINE OF THE ROAD LEADING EAST, 21 FEET EAST OF THE CENTER
 TE0530'LINE OF THE ROAD LEADING SOUTH, 1.4 FEET EAST OF A METAL WITNESS POST,
 TE0530'ABOUT 2 FEET BELOW THE LEVEL OF COUNTY ROAD 15, AND SET IN THE TOP OF
 TE0530'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0451 ***********************************************************************
 TD0451  DESIGNATION -  K 420
 TD0451  PID         -  TD0451
 TD0451  STATE/COUNTY-  ND/WALSH
 TD0451  USGS QUAD   -  LANKIN (1972)
 TD0451
 TD0451                         *CURRENT SURVEY CONTROL
 TD0451  ___________________________________________________________________
 TD0451* NAD 83(1986)-  48 18 39.     (N)    097 57 14.     (W)     SCALED    
 TD0451* NAVD 88     -       431.663  (meters)    1416.21   (feet)  ADJUSTED  
 TD0451  ___________________________________________________________________
 TD0451  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 TD0451  DYNAMIC HT  -         431.749 (meters)    1416.50  (feet)  COMP
 TD0451  MODELED GRAV-     980,796.8   (mgal)                       NAVD 88
 TD0451
 TD0451  VERT ORDER  -  SECOND    CLASS 0
 TD0451
 TD0451.The horizontal coordinates were scaled from a topographic map and have
 TD0451.an estimated accuracy of +/- 6 seconds.
 TD0451
 TD0451.The orthometric height was determined by differential leveling
 TD0451.and adjusted by the National Geodetic Survey in June 1991..
 TD0451
 TD0451.The geoid height was determined by GEOID03.
 TD0451
 TD0451.The dynamic height is computed by dividing the NAVD 88
 TD0451.geopotential number by the normal gravity value computed on the
 TD0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0451.degrees latitude (g = 980.6199 gals.).
 TD0451
 TD0451.The modeled gravity was interpolated from observed gravity values.
 TD0451
 TD0451;                    North         East    Units  Estimated Accuracy
 TD0451;SPC ND N     -   148,860.      788,820.      MT  (+/- 180 meters Scaled)
 TD0451
 TD0451                          SUPERSEDED SURVEY CONTROL
 TD0451
 TD0451  NGVD 29 (??/??/92)  431.296  (m)         1415.01   (f) ADJ UNCH    2 0
 TD0451
 TD0451.Superseded values are not recommended for survey control.
 TD0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0451.See file dsdata.txt to determine how the superseded data were derived.
 TD0451
 TD0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU775513(NAD 83)
 TD0451_MARKER: DB = BENCH MARK DISK
 TD0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0451_SP_SET: FOUNDATION
 TD0451_STAMPING: K 420 1964
 TD0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0451
 TD0451  HISTORY     - Date     Condition        Report By
 TD0451  HISTORY     - 1964     MONUMENTED       CGS
 TD0451
 TD0451                          STATION DESCRIPTION
 TD0451
 TD0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0451'1.5 MI W FROM LANKIN.
 TD0451'ABOUT 1.5 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0451'ELEVATOR AT LANKIN, IN S 22, T 156 N, R 57 W, 14 FEET NORTH OF THE
 TD0451'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 TD0451'CONCRETE GUARD RAIL FOUNDATION IN A 50-FOOT CONCRETE BRIDGE OVER A
 TD0451'SMALL STREAM, 1 FOOT EAST OF THE WEST END OF THE FOUNDATION, AND ABOUT
 TD0451'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0353 ***********************************************************************
 RQ0353  DESIGNATION -  K 43
 RQ0353  PID         -  RQ0353
 RQ0353  STATE/COUNTY-  ND/LOGAN
 RQ0353  USGS QUAD   -  FREDONIA (1982)
 RQ0353
 RQ0353                         *CURRENT SURVEY CONTROL
 RQ0353  ___________________________________________________________________
 RQ0353* NAD 83(1986)-  46 19 34.     (N)    099 05 38.     (W)     SCALED    
 RQ0353* NAVD 88     -       626.478  (meters)    2055.37   (feet)  ADJUSTED  
 RQ0353  ___________________________________________________________________
 RQ0353  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 RQ0353  DYNAMIC HT  -         626.451 (meters)    2055.28  (feet)  COMP
 RQ0353  MODELED GRAV-     980,551.3   (mgal)                       NAVD 88
 RQ0353
 RQ0353  VERT ORDER  -  SECOND    CLASS 0
 RQ0353
 RQ0353.The horizontal coordinates were scaled from a topographic map and have
 RQ0353.an estimated accuracy of +/- 6 seconds.
 RQ0353
 RQ0353.The orthometric height was determined by differential leveling
 RQ0353.and adjusted by the National Geodetic Survey in June 1991..
 RQ0353
 RQ0353.The geoid height was determined by GEOID03.
 RQ0353
 RQ0353.The dynamic height is computed by dividing the NAVD 88
 RQ0353.geopotential number by the normal gravity value computed on the
 RQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0353.degrees latitude (g = 980.6199 gals.).
 RQ0353
 RQ0353.The modeled gravity was interpolated from observed gravity values.
 RQ0353
 RQ0353;                    North         East    Units  Estimated Accuracy
 RQ0353;SPC ND S     -    74,270.      708,270.      MT  (+/- 180 meters Scaled)
 RQ0353
 RQ0353                          SUPERSEDED SURVEY CONTROL
 RQ0353
 RQ0353  NGVD 29 (??/??/92)  626.036  (m)         2053.92   (f) ADJ UNCH    2 0
 RQ0353
 RQ0353.Superseded values are not recommended for survey control.
 RQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0353.See file dsdata.txt to determine how the superseded data were derived.
 RQ0353
 RQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS927302(NAD 83)
 RQ0353_MARKER: DB = BENCH MARK DISK
 RQ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0353_STAMPING: K 43 1934
 RQ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0353+STABILITY: SURFACE MOTION
 RQ0353
 RQ0353  HISTORY     - Date     Condition        Report By
 RQ0353  HISTORY     - 1934     MONUMENTED       CGS
 RQ0353  HISTORY     - 1959     GOOD             NGS
 RQ0353
 RQ0353                          STATION DESCRIPTION
 RQ0353
 RQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0353'IN FREDONIA.
 RQ0353'AT FREDONIA, LOGAN COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0353'MARIE RAILROAD, AT THE SECOND POLE WEST OF THE STATION, 12 POLES WEST
 RQ0353'OF MILEPOST 317, 21 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET
 RQ0353'EAST OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  NOTE-- THE
 RQ0353'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RQ0353'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0538 ***********************************************************************
 SL0538  DESIGNATION -  K 434
 SL0538  PID         -  SL0538
 SL0538  STATE/COUNTY-  ND/TRAILL
 SL0538  USGS QUAD   -  HILLSBORO NW (1967)
 SL0538
 SL0538                         *CURRENT SURVEY CONTROL
 SL0538  ___________________________________________________________________
 SL0538* NAD 83(1986)-  47 29 51.     (N)    097 11 55.     (W)     SCALED    
 SL0538* NAVD 88     -       294.259  (meters)     965.41   (feet)  ADJUSTED  
 SL0538  ___________________________________________________________________
 SL0538  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 SL0538  DYNAMIC HT  -         294.298 (meters)     965.54  (feet)  COMP
 SL0538  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 SL0538
 SL0538  VERT ORDER  -  SECOND    CLASS 0
 SL0538
 SL0538.The horizontal coordinates were scaled from a topographic map and have
 SL0538.an estimated accuracy of +/- 6 seconds.
 SL0538
 SL0538.The orthometric height was determined by differential leveling
 SL0538.and adjusted by the National Geodetic Survey in June 1991..
 SL0538
 SL0538.The geoid height was determined by GEOID03.
 SL0538
 SL0538.The dynamic height is computed by dividing the NAVD 88
 SL0538.geopotential number by the normal gravity value computed on the
 SL0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0538.degrees latitude (g = 980.6199 gals.).
 SL0538
 SL0538.The modeled gravity was interpolated from observed gravity values.
 SL0538
 SL0538;                    North         East    Units  Estimated Accuracy
 SL0538;SPC ND N     -    60,640.      848,670.      MT  (+/- 180 meters Scaled)
 SL0538
 SL0538                          SUPERSEDED SURVEY CONTROL
 SL0538
 SL0538  NGVD 29 (??/??/92)  293.909  (m)          964.27   (f) ADJ UNCH    2 0
 SL0538
 SL0538.Superseded values are not recommended for survey control.
 SL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0538.See file dsdata.txt to determine how the superseded data were derived.
 SL0538
 SL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT356620(NAD 83)
 SL0538_MARKER: DB = BENCH MARK DISK
 SL0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0538_SP_SET: 48 FEET
 SL0538_STAMPING: K 434 1964
 SL0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0538
 SL0538  HISTORY     - Date     Condition        Report By
 SL0538  HISTORY     - 1964     MONUMENTED       CGS
 SL0538  HISTORY     - 1967     GOOD             USAF
 SL0538
 SL0538                          STATION DESCRIPTION
 SL0538
 SL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0538'6.8 MI W FROM CUMMINGS.
 SL0538'1.2 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0538'CUMMINGS, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 7, IN S 5, T 146
 SL0538'N, R 51 W, 101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 67 FEET
 SL0538'EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 2 1/2 FEET
 SL0538'EAST OF A TELEPHONE POLE, 0.8 FOOT SOUTH OF A METAL WITNESS POST,
 SL0538'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A
 SL0538'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS
 SL0538'ENCASED IN A 4-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES. NOTE--
 SL0538'THIS MARK CAN ALSO BE REACHED BY GOING 0.1 MILE SOUTH ALONG THE GREAT
 SL0538'NORTHERN RAILWAY FROM THE STATION AT MAYVILLE, THENCE 5.9 MILES EAST
 SL0538'ALONG STATE HIGHWAY 7.
 SL0538
 SL0538                          STATION RECOVERY (1967)
 SL0538
 SL0538'RECOVERY NOTE BY US AIR FORCE 1967
 SL0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0904 ***********************************************************************
 SL0904  DESIGNATION -  K 435
 SL0904  PID         -  SL0904
 SL0904  STATE/COUNTY-  ND/STEELE
 SL0904  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0904
 SL0904                         *CURRENT SURVEY CONTROL
 SL0904  ___________________________________________________________________
 SL0904* NAD 83(1986)-  47 31 38.     (N)    097 33 44.     (W)     SCALED    
 SL0904* NAVD 88     -       325.955  (meters)    1069.40   (feet)  ADJUSTED  
 SL0904  ___________________________________________________________________
 SL0904  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 SL0904  DYNAMIC HT  -         325.996 (meters)    1069.54  (feet)  COMP
 SL0904  MODELED GRAV-     980,728.9   (mgal)                       NAVD 88
 SL0904
 SL0904  VERT ORDER  -  SECOND    CLASS 0
 SL0904
 SL0904.The horizontal coordinates were scaled from a topographic map and have
 SL0904.an estimated accuracy of +/- 6 seconds.
 SL0904
 SL0904.The orthometric height was determined by differential leveling
 SL0904.and adjusted by the National Geodetic Survey in June 1991..
 SL0904
 SL0904.The geoid height was determined by GEOID03.
 SL0904
 SL0904.The dynamic height is computed by dividing the NAVD 88
 SL0904.geopotential number by the normal gravity value computed on the
 SL0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0904.degrees latitude (g = 980.6199 gals.).
 SL0904
 SL0904.The modeled gravity was interpolated from observed gravity values.
 SL0904
 SL0904;                    North         East    Units  Estimated Accuracy
 SL0904;SPC ND N     -    62,840.      821,170.      MT  (+/- 180 meters Scaled)
 SL0904
 SL0904                          SUPERSEDED SURVEY CONTROL
 SL0904
 SL0904  NGVD 29 (??/??/92)  325.606  (m)         1068.26   (f) ADJ UNCH    2 0
 SL0904
 SL0904.Superseded values are not recommended for survey control.
 SL0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0904.See file dsdata.txt to determine how the superseded data were derived.
 SL0904
 SL0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT082647(NAD 83)
 SL0904_MARKER: DB = BENCH MARK DISK
 SL0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL0904_SP_SET: CULVERT HEADWALL
 SL0904_STAMPING: K 435 1964
 SL0904_MARK LOGO: CGS   
 SL0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0904+STABILITY: SURFACE MOTION
 SL0904
 SL0904  HISTORY     - Date     Condition        Report By
 SL0904  HISTORY     - 1964     MONUMENTED       CGS
 SL0904  HISTORY     - 19950315 GOOD             NDHD
 SL0904
 SL0904                          STATION DESCRIPTION
 SL0904
 SL0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0904'10.8 MI NW FROM PORTLAND.
 SL0904'ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18 FROM THE
 SL0904'GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 1.0 MILE NORTH
 SL0904'ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD,
 SL0904'THENCE 5.15 MILES WEST ALONG STATE HIGHWAY 7, OR 13.05 MILES EAST
 SL0904'ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT FINLEY, IN SECTION 20,
 SL0904'T 147 N. R 54 W, 0.15 MILE WEST OF AN INTERSECTION OF THE HIGHWAY AND
 SL0904'A NORTH-SOUTH ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 SL0904'CONCRETE HEADWALL OF A LARGE CONCRETE CULVERT, 26 FEET NORTH OF THE
 SL0904'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 SL0904'HIGHWAY.  20, T 147 N, R 54 W.
 SL0904
 SL0904                          STATION RECOVERY (1995)
 SL0904
 SL0904'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 SL0904'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1341 ***********************************************************************
 TE1341  DESIGNATION -  K 436
 TE1341  PID         -  TE1341
 TE1341  STATE/COUNTY-  ND/PIERCE
 TE1341  USGS QUAD   -  RUGBY (1980)
 TE1341
 TE1341                         *CURRENT SURVEY CONTROL
 TE1341  ___________________________________________________________________
 TE1341* NAD 83(1986)-  48 21 47.     (N)    099 54 39.     (W)     SCALED    
 TE1341* NAVD 88     -       476.937  (meters)    1564.75   (feet)  ADJUSTED  
 TE1341  ___________________________________________________________________
 TE1341  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 TE1341  DYNAMIC HT  -         477.030 (meters)    1565.06  (feet)  COMP
 TE1341  MODELED GRAV-     980,790.7   (mgal)                       NAVD 88
 TE1341
 TE1341  VERT ORDER  -  FIRST     CLASS II
 TE1341
 TE1341.The horizontal coordinates were scaled from a topographic map and have
 TE1341.an estimated accuracy of +/- 6 seconds.
 TE1341
 TE1341.The orthometric height was determined by differential leveling
 TE1341.and adjusted by the National Geodetic Survey in June 1991..
 TE1341
 TE1341.The geoid height was determined by GEOID03.
 TE1341
 TE1341.The dynamic height is computed by dividing the NAVD 88
 TE1341.geopotential number by the normal gravity value computed on the
 TE1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1341.degrees latitude (g = 980.6199 gals.).
 TE1341
 TE1341.The modeled gravity was interpolated from observed gravity values.
 TE1341
 TE1341;                    North         East    Units  Estimated Accuracy
 TE1341;SPC ND N     -   151,720.      643,660.      MT  (+/- 180 meters Scaled)
 TE1341
 TE1341                          SUPERSEDED SURVEY CONTROL
 TE1341
 TE1341  NGVD 29 (??/??/92)  476.581  (m)         1563.58   (f) ADJ UNCH    1 2
 TE1341
 TE1341.Superseded values are not recommended for survey control.
 TE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1341.See file dsdata.txt to determine how the superseded data were derived.
 TE1341
 TE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU325570(NAD 83)
 TE1341_MARKER: DB = BENCH MARK DISK
 TE1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1341_STAMPING: K 436 1964
 TE1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1341+STABILITY: SURFACE MOTION
 TE1341
 TE1341  HISTORY     - Date     Condition        Report By
 TE1341  HISTORY     - 1964     MONUMENTED       CGS
 TE1341
 TE1341                          STATION DESCRIPTION
 TE1341
 TE1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1341'4.0 MI E FROM RUGBY.
 TE1341'ABOUT 4.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1341'AT RUGBY, IN S 3, T 156 N, R 72 W, 12 POLES WEST OF MILEPOST 138, 57
 TE1341'FEET NORTH OF THE NORTH RAIL, 194 FEET EAST OF THE CENTER LINE OF A
 TE1341'NORTH-SOUTH GRAVELED ROAD, 52 FEET SOUTH OF A FENCE, 4 FEET SOUTH OF A
 TE1341'TELEGRAPH POLE BRACED BY A GUY WIRE, 1.1 FEET NORTH OF A METAL WITNESS
 TE1341'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE1341'A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THIS MARK CAN ALSO BE
 TE1341'REACHED BY GOING 4.95 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM
 TE1341'THE STATION AT PLEASANT LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0198 ***********************************************************************
 TF0198  DESIGNATION -  K 437
 TF0198  PID         -  TF0198
 TF0198  STATE/COUNTY-  ND/MCHENRY
 TF0198  USGS QUAD   -  TOWNER (1980)
 TF0198
 TF0198                         *CURRENT SURVEY CONTROL
 TF0198  ___________________________________________________________________
 TF0198* NAD 83(1986)-  48 20 20.     (N)    100 27 18.     (W)     SCALED    
 TF0198* NAVD 88     -       444.303  (meters)    1457.68   (feet)  ADJUSTED  
 TF0198  ___________________________________________________________________
 TF0198  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0198  DYNAMIC HT  -         444.393 (meters)    1457.98  (feet)  COMP
 TF0198  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TF0198
 TF0198  VERT ORDER  -  FIRST     CLASS II
 TF0198
 TF0198.The horizontal coordinates were scaled from a topographic map and have
 TF0198.an estimated accuracy of +/- 6 seconds.
 TF0198
 TF0198.The orthometric height was determined by differential leveling
 TF0198.and adjusted by the National Geodetic Survey in June 1991..
 TF0198
 TF0198.The geoid height was determined by GEOID03.
 TF0198
 TF0198.The dynamic height is computed by dividing the NAVD 88
 TF0198.geopotential number by the normal gravity value computed on the
 TF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0198.degrees latitude (g = 980.6199 gals.).
 TF0198
 TF0198.The modeled gravity was interpolated from observed gravity values.
 TF0198
 TF0198;                    North         East    Units  Estimated Accuracy
 TF0198;SPC ND N     -   148,860.      603,340.      MT  (+/- 180 meters Scaled)
 TF0198
 TF0198                          SUPERSEDED SURVEY CONTROL
 TF0198
 TF0198  NGVD 29 (??/??/92)  443.930  (m)         1456.46   (f) ADJ UNCH    1 2
 TF0198
 TF0198.Superseded values are not recommended for survey control.
 TF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0198.See file dsdata.txt to determine how the superseded data were derived.
 TF0198
 TF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU921549(NAD 83)
 TF0198_MARKER: DB = BENCH MARK DISK
 TF0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0198_STAMPING: K 437 1964
 TF0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0198+STABILITY: SURFACE MOTION
 TF0198
 TF0198  HISTORY     - Date     Condition        Report By
 TF0198  HISTORY     - 1964     MONUMENTED       CGS
 TF0198  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0198
 TF0198                          STATION DESCRIPTION
 TF0198
 TF0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0198'2.25 MI W FROM TOWNER.
 TF0198'ABOUT 2.25 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF0198'STATION AT TOWNER, IN S 17, T 156 N, R 76 W, 14 POLES EAST OF MILEPOST
 TF0198'164, AT A PRIVATE ROAD CROSSING, 94 FEET SOUTH OF THE SOUTH RAIL, 25
 TF0198'FEET WEST OF THE CENTER OF A WIRE GATE, 1 1/2 FEET NORTH OF A FENCE,
 TF0198'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF
 TF0198'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF0198
 TF0198                          STATION RECOVERY (1982)
 TF0198
 TF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0198'NOT SEARCHED FOR DURING THIS SURVEY.  OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0209 ***********************************************************************
 RQ0209  DESIGNATION -  K 438
 RQ0209  PID         -  RQ0209
 RQ0209  STATE/COUNTY-  ND/STUTSMAN
 RQ0209  USGS QUAD   -  JAMESTOWN (1990)
 RQ0209
 RQ0209                         *CURRENT SURVEY CONTROL
 RQ0209  ___________________________________________________________________
 RQ0209* NAD 83(1986)-  46 55 16.     (N)    098 41 29.     (W)     SCALED    
 RQ0209* NAVD 88     -       453.759  (meters)    1488.71   (feet)  ADJUSTED  
 RQ0209  ___________________________________________________________________
 RQ0209  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RQ0209  DYNAMIC HT  -         453.779 (meters)    1488.77  (feet)  COMP
 RQ0209  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 RQ0209
 RQ0209  VERT ORDER  -  FIRST     CLASS II
 RQ0209
 RQ0209.The horizontal coordinates were scaled from a topographic map and have
 RQ0209.an estimated accuracy of +/- 6 seconds.
 RQ0209
 RQ0209.The orthometric height was determined by differential leveling
 RQ0209.and adjusted by the National Geodetic Survey in June 1991..
 RQ0209
 RQ0209.The geoid height was determined by GEOID03.
 RQ0209
 RQ0209.The dynamic height is computed by dividing the NAVD 88
 RQ0209.geopotential number by the normal gravity value computed on the
 RQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0209.degrees latitude (g = 980.6199 gals.).
 RQ0209
 RQ0209.The modeled gravity was interpolated from observed gravity values.
 RQ0209
 RQ0209;                    North         East    Units  Estimated Accuracy
 RQ0209;SPC ND S     -   141,030.      737,740.      MT  (+/- 180 meters Scaled)
 RQ0209
 RQ0209                          SUPERSEDED SURVEY CONTROL
 RQ0209
 RQ0209  NGVD 29 (??/??/92)  453.376  (m)         1487.45   (f) ADJ UNCH    1 2
 RQ0209
 RQ0209.Superseded values are not recommended for survey control.
 RQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0209.See file dsdata.txt to determine how the superseded data were derived.
 RQ0209
 RQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS234964(NAD 83)
 RQ0209_MARKER: DB = BENCH MARK DISK
 RQ0209_SETTING: 0 = UNSPECIFIED SETTING
 RQ0209_STAMPING: K 438 1966
 RQ0209_MARK LOGO: CGS   
 RQ0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0209+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 RQ0209
 RQ0209  HISTORY     - Date     Condition        Report By
 RQ0209  HISTORY     - 1966     MONUMENTED       CGS
 RQ0209  HISTORY     - 1977     GOOD             NGS
 RQ0209  HISTORY     - 1982     GOOD             NGS
 RQ0209  HISTORY     - 1982     GOOD             NGS
 RQ0209  HISTORY     - 20060908 GOOD             GEOCAC
 RQ0209
 RQ0209                          STATION DESCRIPTION
 RQ0209
 RQ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RQ0209'2 MI NE FROM JAMESTOWN.
 RQ0209'TO REACH FROM THE TERMINAL BLDG. AT THE JAMESTOWN MUNICIPAL AIRPORT GO
 RQ0209'S FOR ABOUT 0.4 MILES TO A T ROAD, GO W RIGHT, FOR 0.6 MILES TO A FOUR
 RQ0209'ROAD INTERSECTION.  THE STATION IS 107 FT N OF THE CENTERLINE OF AN EW
 RQ0209'ROAD, 140 FT NE OF THE CENTERLINE INTERSECTION OF A EW AND NS ROADS,
 RQ0209'91 FT E OF THE CENTERLINE OF A NS ROAD, 4 FT SE OF A POWER POLE WITH A
 RQ0209'WITNESS SIGN ON IT.
 RQ0209
 RQ0209                          STATION RECOVERY (1977)
 RQ0209
 RQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 RQ0209'RECOVERED IN GOOD CONDITION.
 RQ0209
 RQ0209                          STATION RECOVERY (1982)
 RQ0209
 RQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0209'RECOVERED THIS DATE.  NOTE, AT THE JUNCTION OF 13TH STREET
 RQ0209'NORTHEAST AND 12TH AVENUE NORTHEAST, ALSO, 1.0 KM (0.6 MI) WEST ALONG
 RQ0209'13TH STREET FROM THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO THE
 RQ0209'JAMESTOWN MUNICIPAL AIRPORT.
 RQ0209'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0209
 RQ0209                          STATION RECOVERY (1982)
 RQ0209
 RQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0209'RECOVERED IN GOOD CONDITION.
 RQ0209
 RQ0209                          STATION RECOVERY (2006)
 RQ0209
 RQ0209'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RQ0209'HANDHELD COORDINATES ARE N46-55-16.26 W098-41-29.52
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0122 ***********************************************************************
 RQ0122  DESIGNATION -  K 44
 RQ0122  PID         -  RQ0122
 RQ0122  STATE/COUNTY-  ND/LA MOURE
 RQ0122  USGS QUAD   -  EDGELEY JUNCTION (1982)
 RQ0122
 RQ0122                         *CURRENT SURVEY CONTROL
 RQ0122  ___________________________________________________________________
 RQ0122* NAD 83(1986)-  46 22 36.     (N)    098 39 42.     (W)     SCALED    
 RQ0122* NAVD 88     -       467.769  (meters)    1534.67   (feet)  ADJUSTED  
 RQ0122  ___________________________________________________________________
 RQ0122  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0122  DYNAMIC HT  -         467.768 (meters)    1534.67  (feet)  COMP
 RQ0122  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 RQ0122
 RQ0122  VERT ORDER  -  SECOND    CLASS 0
 RQ0122
 RQ0122.The horizontal coordinates were scaled from a topographic map and have
 RQ0122.an estimated accuracy of +/- 6 seconds.
 RQ0122
 RQ0122.The orthometric height was determined by differential leveling
 RQ0122.and adjusted by the National Geodetic Survey in June 1991..
 RQ0122
 RQ0122.The geoid height was determined by GEOID03.
 RQ0122
 RQ0122.The dynamic height is computed by dividing the NAVD 88
 RQ0122.geopotential number by the normal gravity value computed on the
 RQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0122.degrees latitude (g = 980.6199 gals.).
 RQ0122
 RQ0122.The modeled gravity was interpolated from observed gravity values.
 RQ0122
 RQ0122;                    North         East    Units  Estimated Accuracy
 RQ0122;SPC ND S     -    80,580.      741,420.      MT  (+/- 180 meters Scaled)
 RQ0122
 RQ0122                          SUPERSEDED SURVEY CONTROL
 RQ0122
 RQ0122  NGVD 29 (??/??/92)  467.408  (m)         1533.49   (f) ADJ UNCH    2 0
 RQ0122
 RQ0122.Superseded values are not recommended for survey control.
 RQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0122.See file dsdata.txt to determine how the superseded data were derived.
 RQ0122
 RQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS260359(NAD 83)
 RQ0122_MARKER: DB = BENCH MARK DISK
 RQ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0122_STAMPING: K 44 1934
 RQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0122+STABILITY: SURFACE MOTION
 RQ0122
 RQ0122  HISTORY     - Date     Condition        Report By
 RQ0122  HISTORY     - 1934     MONUMENTED       CGS
 RQ0122
 RQ0122                          STATION DESCRIPTION
 RQ0122
 RQ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0122'3.4 MI NE FROM EDGELEY.
 RQ0122'3.4 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE CITY
 RQ0122'WATER TANK AT EDGELEY, LA MOURE COUNTY, AT A ROAD CROSSING, 33 FEET
 RQ0122'EAST OF THE CENTERLINE OF THE ROAD, 52 FEET NORTH OF THE CENTERLINE OF
 RQ0122'THE TRACK, 6 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER AND ABOUT LEVEL
 RQ0122'WITH THE TRACK.  A STANDARD DISK, STAMPED K 44 1934 AND SET IN THE TOP
 RQ0122'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0743 ***********************************************************************
 SL0743  DESIGNATION -  K 441
 SL0743  PID         -  SL0743
 SL0743  STATE/COUNTY-  ND/STEELE
 SL0743  USGS QUAD   -  BLABON (1967)
 SL0743
 SL0743                         *CURRENT SURVEY CONTROL
 SL0743  ___________________________________________________________________
 SL0743* NAD 83(1986)-  47 23 51.     (N)    097 48 20.     (W)     SCALED    
 SL0743* NAVD 88     -       423.625  (meters)    1389.84   (feet)  ADJUSTED  
 SL0743  ___________________________________________________________________
 SL0743  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SL0743  DYNAMIC HT  -         423.671 (meters)    1389.99  (feet)  COMP
 SL0743  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 SL0743
 SL0743  VERT ORDER  -  SECOND    CLASS 0
 SL0743
 SL0743.The horizontal coordinates were scaled from a topographic map and have
 SL0743.an estimated accuracy of +/- 6 seconds.
 SL0743
 SL0743.The orthometric height was determined by differential leveling
 SL0743.and adjusted by the National Geodetic Survey in June 1991..
 SL0743
 SL0743.The geoid height was determined by GEOID03.
 SL0743
 SL0743.The dynamic height is computed by dividing the NAVD 88
 SL0743.geopotential number by the normal gravity value computed on the
 SL0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0743.degrees latitude (g = 980.6199 gals.).
 SL0743
 SL0743.The modeled gravity was interpolated from observed gravity values.
 SL0743
 SL0743;                    North         East    Units  Estimated Accuracy
 SL0743;SPC ND N     -    47,750.      803,360.      MT  (+/- 180 meters Scaled)
 SL0743
 SL0743                          SUPERSEDED SURVEY CONTROL
 SL0743
 SL0743  NGVD 29 (??/??/92)  423.265  (m)         1388.66   (f) ADJ UNCH    2 0
 SL0743
 SL0743.Superseded values are not recommended for survey control.
 SL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0743.See file dsdata.txt to determine how the superseded data were derived.
 SL0743
 SL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT901500(NAD 83)
 SL0743_MARKER: DB = BENCH MARK DISK
 SL0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0743_STAMPING: K 441 1964
 SL0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0743+STABILITY: SURFACE MOTION
 SL0743
 SL0743  HISTORY     - Date     Condition        Report By
 SL0743  HISTORY     - 1964     MONUMENTED       CGS
 SL0743
 SL0743                          STATION DESCRIPTION
 SL0743
 SL0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0743'1.3 MI W FROM BLABON.
 SL0743'0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0743'AT BLABON, THENCE 1.0 MILE WEST ALONG A BLACK TOP ROAD, IN SECTION 9,
 SL0743'R 56 W, T 145 N, 0.6 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY
 SL0743'32, 0.5 MILE WEST OF A CEMETERY, 70 FEET SOUTH OF THE CENTER LINE OF A
 SL0743'BLACK TOP ROAD, 152 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO
 SL0743'FIELD, 2 1/2 FEET EAST OF A TELEPHONE POLE, 2.7 FEET WEST OF A METAL
 SL0743'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 SL0743'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0728 ***********************************************************************
 SL0728  DESIGNATION -  K 442
 SL0728  PID         -  SL0728
 SL0728  STATE/COUNTY-  ND/STEELE
 SL0728  USGS QUAD   -  LUVERNE SE (1967)
 SL0728
 SL0728                         *CURRENT SURVEY CONTROL
 SL0728  ___________________________________________________________________
 SL0728* NAD 83(1986)-  47 18 46.     (N)    097 47 30.     (W)     SCALED    
 SL0728* NAVD 88     -       398.775  (meters)    1308.31   (feet)  ADJUSTED  
 SL0728  ___________________________________________________________________
 SL0728  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SL0728  DYNAMIC HT  -         398.818 (meters)    1308.46  (feet)  COMP
 SL0728  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SL0728
 SL0728  VERT ORDER  -  SECOND    CLASS 0
 SL0728
 SL0728.The horizontal coordinates were scaled from a topographic map and have
 SL0728.an estimated accuracy of +/- 6 seconds.
 SL0728
 SL0728.The orthometric height was determined by differential leveling
 SL0728.and adjusted by the National Geodetic Survey in June 1991..
 SL0728
 SL0728.The geoid height was determined by GEOID03.
 SL0728
 SL0728.The dynamic height is computed by dividing the NAVD 88
 SL0728.geopotential number by the normal gravity value computed on the
 SL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0728.degrees latitude (g = 980.6199 gals.).
 SL0728
 SL0728.The modeled gravity was interpolated from observed gravity values.
 SL0728
 SL0728;                    North         East    Units  Estimated Accuracy
 SL0728;SPC ND N     -    38,380.      804,740.      MT  (+/- 180 meters Scaled)
 SL0728
 SL0728                          SUPERSEDED SURVEY CONTROL
 SL0728
 SL0728  NGVD 29 (??/??/92)  398.422  (m)         1307.16   (f) ADJ UNCH    2 0
 SL0728
 SL0728.Superseded values are not recommended for survey control.
 SL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0728.See file dsdata.txt to determine how the superseded data were derived.
 SL0728
 SL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT913406(NAD 83)
 SL0728_MARKER: DB = BENCH MARK DISK
 SL0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0728_STAMPING: K 442 1964
 SL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0728+STABILITY: SURFACE MOTION
 SL0728
 SL0728  HISTORY     - Date     Condition        Report By
 SL0728  HISTORY     - 1964     MONUMENTED       CGS
 SL0728  HISTORY     - 1968     GOOD             USAF
 SL0728
 SL0728                          STATION DESCRIPTION
 SL0728
 SL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0728'7.4 MI N FROM PILLSBURY.
 SL0728'7.4 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0728'GREAT NORTHERN RAILWAY, IN SECTION 5, R 56 W, T 144 N, 1.0 MILE SOUTH
 SL0728'OF THE INTERSECTION OF STATE HIGHWAYS 32 AND 38, AT A ROAD
 SL0728'INTERSECTION, 128 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET
 SL0728'NORTH OF THE CENTER LINE OF EAST-WEST GRAVELED ROAD, 49 1/2 FEET
 SL0728'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 24.5 FEET WEST OF A POWER
 SL0728'LINE POLE, 5 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 SL0728'FENCE LINE, 3 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW THE
 SL0728'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SL0728'INCH ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY
 SL0728'GOING 0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE,
 SL0728'THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 38, THENCE 1.0 MILE SOUTH
 SL0728'ALONG STATE HIGHWAY 32 TO MARK ON RIGHT.
 SL0728
 SL0728                          STATION RECOVERY (1968)
 SL0728
 SL0728'RECOVERY NOTE BY US AIR FORCE 1968
 SL0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0764 ***********************************************************************
 SL0764  DESIGNATION -  K 443
 SL0764  PID         -  SL0764
 SL0764  STATE/COUNTY-  ND/STEELE
 SL0764  USGS QUAD   -  LUVERNE (1967)
 SL0764
 SL0764                         *CURRENT SURVEY CONTROL
 SL0764  ___________________________________________________________________
 SL0764* NAD 83(1986)-  47 15 17.     (N)    097 55 06.     (W)     SCALED    
 SL0764* NAVD 88     -       436.374  (meters)    1431.67   (feet)  ADJUSTED  
 SL0764  ___________________________________________________________________
 SL0764  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL0764  DYNAMIC HT  -         436.410 (meters)    1431.79  (feet)  COMP
 SL0764  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 SL0764
 SL0764  VERT ORDER  -  SECOND    CLASS 0
 SL0764
 SL0764.The horizontal coordinates were scaled from a topographic map and have
 SL0764.an estimated accuracy of +/- 6 seconds.
 SL0764
 SL0764.The orthometric height was determined by differential leveling
 SL0764.and adjusted by the National Geodetic Survey in June 1991..
 SL0764
 SL0764.The geoid height was determined by GEOID03.
 SL0764
 SL0764.The dynamic height is computed by dividing the NAVD 88
 SL0764.geopotential number by the normal gravity value computed on the
 SL0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0764.degrees latitude (g = 980.6199 gals.).
 SL0764
 SL0764.The modeled gravity was interpolated from observed gravity values.
 SL0764
 SL0764;                    North         East    Units  Estimated Accuracy
 SL0764;SPC ND N     -    31,600.      795,390.      MT  (+/- 180 meters Scaled)
 SL0764
 SL0764                          SUPERSEDED SURVEY CONTROL
 SL0764
 SL0764  NGVD 29 (??/??/92)  436.010  (m)         1430.48   (f) ADJ UNCH    2 0
 SL0764
 SL0764.Superseded values are not recommended for survey control.
 SL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0764.See file dsdata.txt to determine how the superseded data were derived.
 SL0764
 SL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT818340(NAD 83)
 SL0764_MARKER: DB = BENCH MARK DISK
 SL0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0764_STAMPING: K 443 1964
 SL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0764+STABILITY: SURFACE MOTION
 SL0764
 SL0764  HISTORY     - Date     Condition        Report By
 SL0764  HISTORY     - 1964     MONUMENTED       CGS
 SL0764
 SL0764                          STATION DESCRIPTION
 SL0764
 SL0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0764'1.2 MI E FROM LUVERNE.
 SL0764'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0764'NORTHERN RAILWAY AT LUVERNE, THENCE 1.0 MILE EAST ALONG A GRAVELED
 SL0764'ROAD, AT A ROAD INTERSECTION, IN SECTION 33, R 57 W, T 144 N, 57 FEET
 SL0764'SOUTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 43 FEET SOUTH
 SL0764'OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET EAST OF THE CENTER
 SL0764'LINE OF THE NORTH-SOUTH ROAD, 9 FEET EAST OF A FENCE CORNER, 4 FEET
 SL0764'NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 2.2 FEET SOUTH
 SL0764'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD
 SL0764'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 SL0764'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0508 ***********************************************************************
 SM0508  DESIGNATION -  K 444
 SM0508  PID         -  SM0508
 SM0508  STATE/COUNTY-  ND/GRIGGS
 SM0508  USGS QUAD   -  KARNAK (1961)
 SM0508
 SM0508                         *CURRENT SURVEY CONTROL
 SM0508  ___________________________________________________________________
 SM0508* NAD 83(1986)-  47 18 46.     (N)    098 01 28.     (W)     SCALED    
 SM0508* NAVD 88     -       426.623  (meters)    1399.68   (feet)  ADJUSTED  
 SM0508  ___________________________________________________________________
 SM0508  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 SM0508  DYNAMIC HT  -         426.661 (meters)    1399.80  (feet)  COMP
 SM0508  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 SM0508
 SM0508  VERT ORDER  -  SECOND    CLASS 0
 SM0508
 SM0508.The horizontal coordinates were scaled from a topographic map and have
 SM0508.an estimated accuracy of +/- 6 seconds.
 SM0508
 SM0508.The orthometric height was determined by differential leveling
 SM0508.and adjusted by the National Geodetic Survey in June 1991..
 SM0508
 SM0508.The geoid height was determined by GEOID03.
 SM0508
 SM0508.The dynamic height is computed by dividing the NAVD 88
 SM0508.geopotential number by the normal gravity value computed on the
 SM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0508.degrees latitude (g = 980.6199 gals.).
 SM0508
 SM0508.The modeled gravity was interpolated from observed gravity values.
 SM0508
 SM0508;                    North         East    Units  Estimated Accuracy
 SM0508;SPC ND N     -    37,780.      787,150.      MT  (+/- 180 meters Scaled)
 SM0508
 SM0508                          SUPERSEDED SURVEY CONTROL
 SM0508
 SM0508  NGVD 29 (??/??/92)  426.262  (m)         1398.49   (f) ADJ UNCH    2 0
 SM0508
 SM0508.Superseded values are not recommended for survey control.
 SM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0508.See file dsdata.txt to determine how the superseded data were derived.
 SM0508
 SM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT737403(NAD 83)
 SM0508_MARKER: DB = BENCH MARK DISK
 SM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0508_STAMPING: K 444 1964
 SM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0508+STABILITY: SURFACE MOTION
 SM0508
 SM0508  HISTORY     - Date     Condition        Report By
 SM0508  HISTORY     - 1964     MONUMENTED       CGS
 SM0508
 SM0508                          STATION DESCRIPTION
 SM0508
 SM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0508'7.6 MI E FROM HANNAFORD.
 SM0508'ABOUT 7.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SM0508'HANNAFORD, ABOUT 1.4 MILES WEST OF THE WEST END OF THE BRIDGE OVER
 SM0508'LAKE ASHTABULA, IN SECTION 9, R 58 W, T 144 N, NEAR THE JUNCTION OF A
 SM0508'ROAD LEADING SOUTH, 91 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 SM0508'JUNCTION, 59 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 72
 SM0508'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 35 FEET WEST
 SM0508'OF A FENCE CORNER, 2 FEET NORTH OF A FENCE LINE, 2.6 FEET EAST OF A
 SM0508'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE EAST-WEST ROAD, SET
 SM0508'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 SM0508'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0023 ***********************************************************************
 TE0023  DESIGNATION -  K 445
 TE0023  PID         -  TE0023
 TE0023  STATE/COUNTY-  ND/CAVALIER
 TE0023  USGS QUAD   -  MAIDA (1967)
 TE0023
 TE0023                         *CURRENT SURVEY CONTROL
 TE0023  ___________________________________________________________________
 TE0023* NAD 83(1986)-  48 53 29.     (N)    098 15 20.     (W)     SCALED    
 TE0023* NAVD 88     -       482.136  (meters)    1581.81   (feet)  ADJUSTED  
 TE0023  ___________________________________________________________________
 TE0023  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0023  DYNAMIC HT  -         482.251 (meters)    1582.19  (feet)  COMP
 TE0023  MODELED GRAV-     980,833.4   (mgal)                       NAVD 88
 TE0023
 TE0023  VERT ORDER  -  SECOND    CLASS 0
 TE0023
 TE0023.The horizontal coordinates were scaled from a topographic map and have
 TE0023.an estimated accuracy of +/- 6 seconds.
 TE0023
 TE0023.The orthometric height was determined by differential leveling
 TE0023.and adjusted by the National Geodetic Survey in June 1991..
 TE0023
 TE0023.The geoid height was determined by GEOID03.
 TE0023
 TE0023.The dynamic height is computed by dividing the NAVD 88
 TE0023.geopotential number by the normal gravity value computed on the
 TE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0023.degrees latitude (g = 980.6199 gals.).
 TE0023
 TE0023.The modeled gravity was interpolated from observed gravity values.
 TE0023
 TE0023;                    North         East    Units  Estimated Accuracy
 TE0023;SPC ND N     -   212,700.      764,570.      MT  (+/- 180 meters Scaled)
 TE0023
 TE0023                          SUPERSEDED SURVEY CONTROL
 TE0023
 TE0023  NGVD 29 (??/??/92)  481.764  (m)         1580.59   (f) ADJ UNCH    2 0
 TE0023
 TE0023.Superseded values are not recommended for survey control.
 TE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0023.See file dsdata.txt to determine how the superseded data were derived.
 TE0023
 TE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV545156(NAD 83)
 TE0023_MARKER: DB = BENCH MARK DISK
 TE0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0023_STAMPING: K 445 1964
 TE0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0023+STABILITY: SURFACE MOTION
 TE0023
 TE0023  HISTORY     - Date     Condition        Report By
 TE0023  HISTORY     - 1964     MONUMENTED       CGS
 TE0023  HISTORY     - 1968     GOOD             DOD
 TE0023
 TE0023                          STATION DESCRIPTION
 TE0023
 TE0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0023'12.4 MI SE FROM MAIDA.
 TE0023'ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE CUSTOMHOUSE AT
 TE0023'MAIDA, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, AT THE JUNCTION OF
 TE0023'A ROAD LEADING SOUTH, IN SECTION 3, R 59 W, T 162 N, 87 FEET SOUTH OF
 TE0023'THE CENTER LINE OF THE EAST-WEST ROAD, 42 FEET WEST OF THE CENTER LINE
 TE0023'OF ROAD, 96 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF JUNCTION, 2
 TE0023'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 TE0023'EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 TE0023'ABOVE THE LEVEL OF THE GROUND.
 TE0023
 TE0023                          STATION RECOVERY (1968)
 TE0023
 TE0023'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0628 ***********************************************************************
 RP0628  DESIGNATION -  K 446
 RP0628  PID         -  RP0628
 RP0628  STATE/COUNTY-  ND/BARNES
 RP0628  USGS QUAD   -  ORISKA (1971)
 RP0628
 RP0628                         *CURRENT SURVEY CONTROL
 RP0628  ___________________________________________________________________
 RP0628* NAD 83(1986)-  46 58 14.     (N)    097 47 14.     (W)     SCALED    
 RP0628* NAVD 88     -       384.031  (meters)    1259.94   (feet)  ADJUSTED  
 RP0628  ___________________________________________________________________
 RP0628  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RP0628  DYNAMIC HT  -         384.064 (meters)    1260.05  (feet)  COMP
 RP0628  MODELED GRAV-     980,686.8   (mgal)                       NAVD 88
 RP0628
 RP0628  VERT ORDER  -  SECOND    CLASS 0
 RP0628
 RP0628.The horizontal coordinates were scaled from a topographic map and have
 RP0628.an estimated accuracy of +/- 6 seconds.
 RP0628
 RP0628.The orthometric height was determined by differential leveling
 RP0628.and adjusted by the National Geodetic Survey in June 1991..
 RP0628
 RP0628.The geoid height was determined by GEOID03.
 RP0628
 RP0628.The dynamic height is computed by dividing the NAVD 88
 RP0628.geopotential number by the normal gravity value computed on the
 RP0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0628.degrees latitude (g = 980.6199 gals.).
 RP0628
 RP0628.The modeled gravity was interpolated from observed gravity values.
 RP0628
 RP0628;                    North         East    Units  Estimated Accuracy
 RP0628;SPC ND S     -   148,500.      806,380.      MT  (+/- 180 meters Scaled)
 RP0628
 RP0628                          SUPERSEDED SURVEY CONTROL
 RP0628
 RP0628  NGVD 29 (??/??/92)  383.681  (m)         1258.79   (f) ADJ UNCH    2 0
 RP0628
 RP0628.Superseded values are not recommended for survey control.
 RP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0628.See file dsdata.txt to determine how the superseded data were derived.
 RP0628
 RP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT922026(NAD 83)
 RP0628_MARKER: DB = BENCH MARK DISK
 RP0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0628_STAMPING: K 446 1964
 RP0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0628+STABILITY: SURFACE MOTION
 RP0628
 RP0628  HISTORY     - Date     Condition        Report By
 RP0628  HISTORY     - 1964     MONUMENTED       CGS
 RP0628  HISTORY     - 1982     GOOD             NGS
 RP0628
 RP0628                          STATION DESCRIPTION
 RP0628
 RP0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0628'2.55 MI N FROM ORISKA.
 RP0628'ABOUT 2.55 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 RP0628'NORTHERN PACIFIC RAILWAY AT ORISKA, NEAR THE JUNCTION OF A FIELD ROAD,
 RP0628'IN SECTION 6, R 56 W, T 140 N, 811 FEET NORTH OF BENCH MARK J 446
 RP0628'DESCRIBED, 93 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 RP0628'SOUTH OF THE CENTER LINE OF A FIELD ROAD, 138 FEET SOUTHWEST OF THE
 RP0628'CENTER OF THE WEST END OF A 24-INCH TILE CULVERT UNDER THE HIGHWAY,
 RP0628'1.6 FEET WEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 RP0628'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0628
 RP0628                          STATION RECOVERY (1982)
 RP0628
 RP0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0601 ***********************************************************************
 RP0601  DESIGNATION -  K 447
 RP0601  PID         -  RP0601
 RP0601  STATE/COUNTY-  ND/CASS
 RP0601  USGS QUAD   -  TOWER CITY (1967)
 RP0601
 RP0601                         *CURRENT SURVEY CONTROL
 RP0601  ___________________________________________________________________
 RP0601* NAD 83(1986)-  46 55 32.     (N)    097 39 39.     (W)     SCALED    
 RP0601* NAVD 88     -       354.711  (meters)    1163.75   (feet)  ADJUSTED  
 RP0601  ___________________________________________________________________
 RP0601  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 RP0601  DYNAMIC HT  -         354.741 (meters)    1163.85  (feet)  COMP
 RP0601  MODELED GRAV-     980,687.4   (mgal)                       NAVD 88
 RP0601
 RP0601  VERT ORDER  -  FIRST     CLASS II
 RP0601
 RP0601.The horizontal coordinates were scaled from a topographic map and have
 RP0601.an estimated accuracy of +/- 6 seconds.
 RP0601
 RP0601.The orthometric height was determined by differential leveling
 RP0601.and adjusted by the National Geodetic Survey in June 1991..
 RP0601
 RP0601.The geoid height was determined by GEOID03.
 RP0601
 RP0601.The dynamic height is computed by dividing the NAVD 88
 RP0601.geopotential number by the normal gravity value computed on the
 RP0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0601.degrees latitude (g = 980.6199 gals.).
 RP0601
 RP0601.The modeled gravity was interpolated from observed gravity values.
 RP0601
 RP0601;                    North         East    Units  Estimated Accuracy
 RP0601;SPC ND S     -   143,840.      816,180.      MT  (+/- 180 meters Scaled)
 RP0601
 RP0601                          SUPERSEDED SURVEY CONTROL
 RP0601
 RP0601  NGVD 29 (??/??/92)  354.361  (m)         1162.60   (f) ADJ UNCH    1 2
 RP0601
 RP0601.Superseded values are not recommended for survey control.
 RP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0601.See file dsdata.txt to determine how the superseded data were derived.
 RP0601
 RP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS019977(NAD 83)
 RP0601_MARKER: DB = BENCH MARK DISK
 RP0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0601_SP_SET: 48 FEET
 RP0601_STAMPING: K 447 1964
 RP0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0601
 RP0601  HISTORY     - Date     Condition        Report By
 RP0601  HISTORY     - 1964     MONUMENTED       CGS
 RP0601  HISTORY     - 1967     GOOD             DOD
 RP0601  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0601
 RP0601                          STATION DESCRIPTION
 RP0601
 RP0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0601'0.6 MI E FROM TOWER CITY.
 RP0601'ABOUT 0.6 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0601'STATION AT TOWER CITY, AT A ROAD CROSSING, IN SECTION 20, R 55 W, T
 RP0601'140 N, 97 FEET NORTH OF THE NORTH RAIL, 43 FEET EAST OF THE CENTER
 RP0601'LINE OF THE ROAD, 105 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 RP0601'ROAD CROSSING THE TRACK, ABOUT 110 YARDS WEST OF MILEPOST 49, 2 FEET
 RP0601'EAST OF A POWER LINE POLE, 83 FEET SOUTHEAST OF THE CENTER OF A T ROAD
 RP0601'JUNCTION, 2 1/2 FEET WEST OF A METAL WITNESS POST, 5 FEET BELOW THE
 RP0601'LEVEL OF THE TRACK, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 RP0601'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH IS
 RP0601'FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 RP0601
 RP0601                          STATION RECOVERY (1967)
 RP0601
 RP0601'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0601'RECOVERED IN GOOD CONDITION.
 RP0601
 RP0601                          STATION RECOVERY (1982)
 RP0601
 RP0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0601'ROD WAS FOUND HIT BY BUSH HOG, DISK HAD BEEN CUT OFF ROD, ROD BENT
 RP0601'OVER, CONSIDER DESTROYED, DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0783 ***********************************************************************
 SL0783  DESIGNATION -  K 448
 SL0783  PID         -  SL0783
 SL0783  STATE/COUNTY-  ND/CASS
 SL0783  USGS QUAD   -  PAGE SE (1967)
 SL0783
 SL0783                         *CURRENT SURVEY CONTROL
 SL0783  ___________________________________________________________________
 SL0783* NAD 83(1986)-  47 00 25.     (N)    097 34 42.     (W)     SCALED    
 SL0783* NAVD 88     -       356.531  (meters)    1169.72   (feet)  ADJUSTED  
 SL0783  ___________________________________________________________________
 SL0783  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 SL0783  DYNAMIC HT  -         356.561 (meters)    1169.82  (feet)  COMP
 SL0783  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SL0783
 SL0783  VERT ORDER  -  SECOND    CLASS 0
 SL0783
 SL0783.The horizontal coordinates were scaled from a topographic map and have
 SL0783.an estimated accuracy of +/- 6 seconds.
 SL0783
 SL0783.The orthometric height was determined by differential leveling
 SL0783.and adjusted by the National Geodetic Survey in June 1991..
 SL0783
 SL0783.The geoid height was determined by GEOID03.
 SL0783
 SL0783.The dynamic height is computed by dividing the NAVD 88
 SL0783.geopotential number by the normal gravity value computed on the
 SL0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0783.degrees latitude (g = 980.6199 gals.).
 SL0783
 SL0783.The modeled gravity was interpolated from observed gravity values.
 SL0783
 SL0783;                    North         East    Units  Estimated Accuracy
 SL0783;SPC ND S     -   153,110.      822,120.      MT  (+/- 180 meters Scaled)
 SL0783
 SL0783                          SUPERSEDED SURVEY CONTROL
 SL0783
 SL0783  NGVD 29 (??/??/92)  356.181  (m)         1168.57   (f) ADJ UNCH    2 0
 SL0783
 SL0783.Superseded values are not recommended for survey control.
 SL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0783.See file dsdata.txt to determine how the superseded data were derived.
 SL0783
 SL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT080069(NAD 83)
 SL0783_MARKER: DB = BENCH MARK DISK
 SL0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0783_STAMPING: K 448 1964
 SL0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0783+STABILITY: SURFACE MOTION
 SL0783
 SL0783  HISTORY     - Date     Condition        Report By
 SL0783  HISTORY     - 1964     MONUMENTED       CGS
 SL0783
 SL0783                          STATION DESCRIPTION
 SL0783
 SL0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0783'7.0 MI N FROM BUFFALO.
 SL0783'6.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0783'NORTHERN PACIFIC RAILWAY AT BUFFALO, THENCE 1.0 MILE WEST ALONG A
 SL0783'GRAVELED ROAD, NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, IN SECTION
 SL0783'30, R 55 W, T 141 N, 51 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 SL0783'ROAD, 100 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 113
 SL0783'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 3 FEET
 SL0783'WEST OF A POWER LINE POLE, 1 1/2 FEET EAST OF A STEEL WITNESS POST, 3
 SL0783'FEET BELOW THE LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE
 SL0783'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0787 ***********************************************************************
 SL0787  DESIGNATION -  K 449
 SL0787  PID         -  SL0787
 SL0787  STATE/COUNTY-  ND/CASS
 SL0787  USGS QUAD   -  PAGE SW (1967)
 SL0787
 SL0787                         *CURRENT SURVEY CONTROL
 SL0787  ___________________________________________________________________
 SL0787* NAD 83(1986)-  47 00 27.     (N)    097 39 50.     (W)     SCALED    
 SL0787* NAVD 88     -       353.392  (meters)    1159.42   (feet)  ADJUSTED  
 SL0787  ___________________________________________________________________
 SL0787  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 SL0787  DYNAMIC HT  -         353.422 (meters)    1159.52  (feet)  COMP
 SL0787  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 SL0787
 SL0787  VERT ORDER  -  SECOND    CLASS 0
 SL0787
 SL0787.The horizontal coordinates were scaled from a topographic map and have
 SL0787.an estimated accuracy of +/- 6 seconds.
 SL0787
 SL0787.The orthometric height was determined by differential leveling
 SL0787.and adjusted by the National Geodetic Survey in June 1991..
 SL0787
 SL0787.The geoid height was determined by GEOID03.
 SL0787
 SL0787.The dynamic height is computed by dividing the NAVD 88
 SL0787.geopotential number by the normal gravity value computed on the
 SL0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0787.degrees latitude (g = 980.6199 gals.).
 SL0787
 SL0787.The modeled gravity was interpolated from observed gravity values.
 SL0787
 SL0787;                    North         East    Units  Estimated Accuracy
 SL0787;SPC ND S     -   152,940.      815,610.      MT  (+/- 180 meters Scaled)
 SL0787
 SL0787                          SUPERSEDED SURVEY CONTROL
 SL0787
 SL0787  NGVD 29 (??/??/92)  353.044  (m)         1158.28   (f) ADJ UNCH    2 0
 SL0787
 SL0787.Superseded values are not recommended for survey control.
 SL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0787.See file dsdata.txt to determine how the superseded data were derived.
 SL0787
 SL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT015068(NAD 83)
 SL0787_MARKER: DB = BENCH MARK DISK
 SL0787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0787_SP_SET: 32 FT
 SL0787_STAMPING: K 449 1964
 SL0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0787
 SL0787  HISTORY     - Date     Condition        Report By
 SL0787  HISTORY     - 1964     MONUMENTED       CGS
 SL0787
 SL0787                          STATION DESCRIPTION
 SL0787
 SL0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0787'11.0 MI NW FROM BUFFALO.
 SL0787'6.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0787'NORTHERN PACIFIC RAILWAY AT BUFFALO, THENCE 5.0 MILES WEST ALONG A
 SL0787'GRAVELED ROAD, IN SECTION 20, R 55 W, T 141 N, NEAR THE INTERSECTION
 SL0787'OF A NORTH-SOUTH ROAD, 30 1/2 FEET NORTH OF THE CENTER LINE OF THE
 SL0787'EAST-WEST ROAD, 45 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 SL0787'ROAD, 54 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 SL0787'2 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1
 SL0787'1/2 FEET EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 SL0787'ROADS, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH
 SL0787'WITH THE GROUND AND PROTECTED BY A 4 INCH TILE WHICH PROJECTS 1 INCH
 SL0787'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32
 SL0787'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0053 ***********************************************************************
 RQ0053  DESIGNATION -  K 45
 RQ0053  PID         -  RQ0053
 RQ0053  STATE/COUNTY-  ND/BARNES
 RQ0053  USGS QUAD   -  LITCHVILLE (1970)
 RQ0053
 RQ0053                         *CURRENT SURVEY CONTROL
 RQ0053  ___________________________________________________________________
 RQ0053* NAD 83(1986)-  46 40 02.     (N)    098 08 41.     (W)     SCALED    
 RQ0053* NAVD 88     -       447.033  (meters)    1466.64   (feet)  ADJUSTED  
 RQ0053  ___________________________________________________________________
 RQ0053  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 RQ0053  DYNAMIC HT  -         447.042 (meters)    1466.67  (feet)  COMP
 RQ0053  MODELED GRAV-     980,621.6   (mgal)                       NAVD 88
 RQ0053
 RQ0053  VERT ORDER  -  SECOND    CLASS 0
 RQ0053
 RQ0053.The horizontal coordinates were scaled from a topographic map and have
 RQ0053.an estimated accuracy of +/- 6 seconds.
 RQ0053
 RQ0053.The orthometric height was determined by differential leveling
 RQ0053.and adjusted by the National Geodetic Survey in June 1991..
 RQ0053
 RQ0053.The geoid height was determined by GEOID03.
 RQ0053
 RQ0053.The dynamic height is computed by dividing the NAVD 88
 RQ0053.geopotential number by the normal gravity value computed on the
 RQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0053.degrees latitude (g = 980.6199 gals.).
 RQ0053
 RQ0053.The modeled gravity was interpolated from observed gravity values.
 RQ0053
 RQ0053;                    North         East    Units  Estimated Accuracy
 RQ0053;SPC ND S     -   113,920.      780,200.      MT  (+/- 180 meters Scaled)
 RQ0053
 RQ0053                          SUPERSEDED SURVEY CONTROL
 RQ0053
 RQ0053  NGVD 29 (??/??/92)  446.643  (m)         1465.36   (f) ADJ UNCH    2 0
 RQ0053
 RQ0053.Superseded values are not recommended for survey control.
 RQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0053.See file dsdata.txt to determine how the superseded data were derived.
 RQ0053
 RQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS654685(NAD 83)
 RQ0053_MARKER: DB = BENCH MARK DISK
 RQ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0053_STAMPING: K 45 1934
 RQ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0053+STABILITY: SURFACE MOTION
 RQ0053
 RQ0053  HISTORY     - Date     Condition        Report By
 RQ0053  HISTORY     - 1934     MONUMENTED       CGS
 RQ0053  HISTORY     - 1967     GOOD             DOD
 RQ0053
 RQ0053                          STATION DESCRIPTION
 RQ0053
 RQ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0053'2.5 MI NE FROM LITCHVILLE.
 RQ0053'2.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0053'STATION AT LITCHVILLE, BARNES COUNTY, 1 POLE NORTHEAST OF MILEPOST 50,
 RQ0053'AT A ROAD CROSSING, 36 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 RQ0053'42 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 5 FEET WEST OF A
 RQ0053'POLE, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RQ0053'K 45 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A 4 X 4-INCH
 RQ0053'WITNESS POST IS 2 FT E OF THE MARK.
 RQ0053
 RQ0053                          STATION RECOVERY (1967)
 RQ0053
 RQ0053'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0577 ***********************************************************************
 RP0577  DESIGNATION -  K 450
 RP0577  PID         -  RP0577
 RP0577  STATE/COUNTY-  ND/BARNES
 RP0577  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0577
 RP0577                         *CURRENT SURVEY CONTROL
 RP0577  ___________________________________________________________________
 RP0577* NAD 83(1986)-  46 55 11.     (N)    097 56 41.     (W)     SCALED    
 RP0577* NAVD 88     -       415.540  (meters)    1363.32   (feet)  ADJUSTED  
 RP0577  ___________________________________________________________________
 RP0577  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RP0577  DYNAMIC HT  -         415.571 (meters)    1363.42  (feet)  COMP
 RP0577  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 RP0577
 RP0577  VERT ORDER  -  FIRST     CLASS II
 RP0577
 RP0577.The horizontal coordinates were scaled from a topographic map and have
 RP0577.an estimated accuracy of +/- 6 seconds.
 RP0577
 RP0577.The orthometric height was determined by differential leveling
 RP0577.and adjusted by the National Geodetic Survey in June 1991..
 RP0577.WARNING-Repeat measurements at this control monument indicate possible
 RP0577.vertical movement.
 RP0577
 RP0577.The geoid height was determined by GEOID03.
 RP0577
 RP0577.The dynamic height is computed by dividing the NAVD 88
 RP0577.geopotential number by the normal gravity value computed on the
 RP0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0577.degrees latitude (g = 980.6199 gals.).
 RP0577
 RP0577.The modeled gravity was interpolated from observed gravity values.
 RP0577
 RP0577;                    North         East    Units  Estimated Accuracy
 RP0577;SPC ND S     -   142,450.      794,590.      MT  (+/- 180 meters Scaled)
 RP0577
 RP0577                          SUPERSEDED SURVEY CONTROL
 RP0577
 RP0577  NGVD 29 (??/??/92)  415.170  (m)         1362.10   (f) ADJ UNCH    1 2
 RP0577
 RP0577.Superseded values are not recommended for survey control.
 RP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0577.See file dsdata.txt to determine how the superseded data were derived.
 RP0577
 RP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS803967(NAD 83)
 RP0577_MARKER: DB = BENCH MARK DISK
 RP0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0577_STAMPING: K 450 1964
 RP0577_MARK LOGO: CGS   
 RP0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0577+STABILITY: SURFACE MOTION
 RP0577
 RP0577  HISTORY     - Date     Condition        Report By
 RP0577  HISTORY     - 1964     MONUMENTED       CGS
 RP0577  HISTORY     - 1982     GOOD             NGS
 RP0577
 RP0577                          STATION DESCRIPTION
 RP0577
 RP0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0577'2.25 MI E FROM VALLEY CITY.
 RP0577'ABOUT 1.65 MILES EAST ALONG BUSINESS ROUTE 94 FROM THE BRIDGE OVER THE
 RP0577'SHEYENNE RIVER AT VALLEY CITY, THENCE ABOUT 0.6 MILE EAST ALONG A
 RP0577'BLACK TOP AND GRAVEL ROAD THAT PARALLELS INTERSTATE 94, 2 FEET NORTH
 RP0577'OF A FENCE LINE WHICH MAKES AN OFFSET FOR ABOUT 45 FEET AT THIS POINT,
 RP0577'20 FEET WEST OF THE FENCE CORNER POST, 59 FEET SOUTH OF THE CENTER
 RP0577'LINE OF GRAVEL ROAD, 128 FEET NORTH OF THE CENTER LINE OF THE
 RP0577'WEST-BOUND LANE OF THE INTERSTATE, 1.7 FEET EAST OF A METAL WITNESS
 RP0577'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVEL ROAD AND SET IN THE
 RP0577'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  IN SECTION 24, R 58 W, T
 RP0577'140 N.
 RP0577
 RP0577                          STATION RECOVERY (1982)
 RP0577
 RP0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0011 ***********************************************************************
 RQ0011  DESIGNATION -  K 451
 RQ0011  PID         -  RQ0011
 RQ0011  STATE/COUNTY-  ND/BARNES
 RQ0011  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0011
 RQ0011                         *CURRENT SURVEY CONTROL
 RQ0011  ___________________________________________________________________
 RQ0011* NAD 83(1986)-  46 56 18.     (N)    098 07 23.     (W)     SCALED    
 RQ0011* NAVD 88     -       438.404  (meters)    1438.33   (feet)  ADJUSTED  
 RQ0011  ___________________________________________________________________
 RQ0011  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RQ0011  DYNAMIC HT  -         438.436 (meters)    1438.44  (feet)  COMP
 RQ0011  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RQ0011
 RQ0011  VERT ORDER  -  FIRST     CLASS II
 RQ0011
 RQ0011.The horizontal coordinates were scaled from a topographic map and have
 RQ0011.an estimated accuracy of +/- 6 seconds.
 RQ0011
 RQ0011.The orthometric height was determined by differential leveling
 RQ0011.and adjusted by the National Geodetic Survey in June 1991..
 RQ0011
 RQ0011.The geoid height was determined by GEOID03.
 RQ0011
 RQ0011.The dynamic height is computed by dividing the NAVD 88
 RQ0011.geopotential number by the normal gravity value computed on the
 RQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0011.degrees latitude (g = 980.6199 gals.).
 RQ0011
 RQ0011.The modeled gravity was interpolated from observed gravity values.
 RQ0011
 RQ0011;                    North         East    Units  Estimated Accuracy
 RQ0011;SPC ND S     -   144,090.      780,950.      MT  (+/- 180 meters Scaled)
 RQ0011
 RQ0011                          SUPERSEDED SURVEY CONTROL
 RQ0011
 RQ0011  NGVD 29 (??/??/92)  438.035  (m)         1437.12   (f) ADJ UNCH    1 2
 RQ0011
 RQ0011.Superseded values are not recommended for survey control.
 RQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0011.See file dsdata.txt to determine how the superseded data were derived.
 RQ0011
 RQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS667986(NAD 83)
 RQ0011_MARKER: DB = BENCH MARK DISK
 RQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0011_STAMPING: K 451 1964
 RQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0011+STABILITY: SURFACE MOTION
 RQ0011
 RQ0011  HISTORY     - Date     Condition        Report By
 RQ0011  HISTORY     - 1964     MONUMENTED       CGS
 RQ0011  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0011
 RQ0011                          STATION DESCRIPTION
 RQ0011
 RQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0011'6.3 MI W FROM VALLEY CITY.
 RQ0011'ABOUT 3.45 MILES WEST ALONG THE VALLEY CITY SPUR TRACK OF THE NORTHERN
 RQ0011'PACIFIC RAILWAY FROM THE FREIGHT STATION AT VALLEY CITY, THENCE 2.85
 RQ0011'MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY, IN SECTION 16, R 59 W,
 RQ0011'T 140 N, 0.4 MILE WEST OF MILEPOST 71, AT THE CROSSING OF NORTH-SOUTH
 RQ0011'GRAVELED ROAD, 54 1/2 FEET NORTH OF THE NORTH RAIL, 149 FEET WEST OF
 RQ0011'THE CENTER LINE OF THE GRAVELED ROAD, DIRECTLY BETWEEN A DOUBLE
 RQ0011'TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET
 RQ0011'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RQ0011'PROJECTING 0.4 FOOT.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 RQ0011'GOING ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM
 RQ0011'THE STATION AT SANBORN.
 RQ0011
 RQ0011                          STATION RECOVERY (1982)
 RQ0011
 RQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0011'NOT SEARCHED FOR, LEVEL LINE WAS REROUTED ALONG INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0113 ***********************************************************************
 TE0113  DESIGNATION -  K 452
 TE0113  PID         -  TE0113
 TE0113  STATE/COUNTY-  ND/CAVALIER
 TE0113  USGS QUAD   -  OLGA SW (1969)
 TE0113
 TE0113                         *CURRENT SURVEY CONTROL
 TE0113  ___________________________________________________________________
 TE0113* NAD 83(1986)-  48 45 39.     (N)    098 10 03.     (W)     SCALED    
 TE0113* NAVD 88     -       492.433  (meters)    1615.59   (feet)  ADJUSTED  
 TE0113  ___________________________________________________________________
 TE0113  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 TE0113  DYNAMIC HT  -         492.545 (meters)    1615.96  (feet)  COMP
 TE0113  MODELED GRAV-     980,822.3   (mgal)                       NAVD 88
 TE0113
 TE0113  VERT ORDER  -  SECOND    CLASS 0
 TE0113
 TE0113.The horizontal coordinates were scaled from a topographic map and have
 TE0113.an estimated accuracy of +/- 6 seconds.
 TE0113
 TE0113.The orthometric height was determined by differential leveling
 TE0113.and adjusted by the National Geodetic Survey in June 1991..
 TE0113
 TE0113.The geoid height was determined by GEOID03.
 TE0113
 TE0113.The dynamic height is computed by dividing the NAVD 88
 TE0113.geopotential number by the normal gravity value computed on the
 TE0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0113.degrees latitude (g = 980.6199 gals.).
 TE0113
 TE0113.The modeled gravity was interpolated from observed gravity values.
 TE0113
 TE0113;                    North         East    Units  Estimated Accuracy
 TE0113;SPC ND N     -   198,380.      771,460.      MT  (+/- 180 meters Scaled)
 TE0113
 TE0113                          SUPERSEDED SURVEY CONTROL
 TE0113
 TE0113  NGVD 29 (??/??/92)  492.064  (m)         1614.38   (f) ADJ UNCH    2 0
 TE0113
 TE0113.Superseded values are not recommended for survey control.
 TE0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0113.See file dsdata.txt to determine how the superseded data were derived.
 TE0113
 TE0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV611012(NAD 83)
 TE0113_MARKER: DB = BENCH MARK DISK
 TE0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0113_STAMPING: K 452 1964
 TE0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0113+STABILITY: SURFACE MOTION
 TE0113
 TE0113  HISTORY     - Date     Condition        Report By
 TE0113  HISTORY     - 1964     MONUMENTED       CGS
 TE0113  HISTORY     - 1973     GOOD             NGS
 TE0113
 TE0113                          STATION DESCRIPTION
 TE0113
 TE0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0113'9.1 MI E FROM LANGDON.
 TE0113'ABOUT 9.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0113'LANGDON, AT A ROAD INTERSECTION, IN SECTION 21, R 58 W, T 161 N, 98
 TE0113'1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 115 FEET SOUTHEAST
 TE0113'OF THE APPROXIMATE CENTER OF THE INTERSECTION, 61 FEET EAST OF THE
 TE0113'CENTER LINE OF THE ROAD, 4 1/2 FEET EAST OF POWER LINE POLE NO. 607,
 TE0113'IN LINE WITH A ROW OF POWER LINE POLES, 2.8 FEET WEST OF A METAL
 TE0113'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 TE0113'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0113
 TE0113                          STATION RECOVERY (1973)
 TE0113
 TE0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0084 ***********************************************************************
 TE0084  DESIGNATION -  K 454
 TE0084  PID         -  TE0084
 TE0084  STATE/COUNTY-  ND/CAVALIER
 TE0084  USGS QUAD   -  LANGDON WEST (1983)
 TE0084
 TE0084                         *CURRENT SURVEY CONTROL
 TE0084  ___________________________________________________________________
 TE0084* NAD 83(1986)-  48 45 40.     (N)    098 28 28.     (W)     SCALED    
 TE0084* NAVD 88     -       482.727  (meters)    1583.75   (feet)  ADJUSTED  
 TE0084  ___________________________________________________________________
 TE0084  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 TE0084  DYNAMIC HT  -         482.838 (meters)    1584.11  (feet)  COMP
 TE0084  MODELED GRAV-     980,823.5   (mgal)                       NAVD 88
 TE0084
 TE0084  VERT ORDER  -  SECOND    CLASS 0
 TE0084
 TE0084.The horizontal coordinates were scaled from a topographic map and have
 TE0084.an estimated accuracy of +/- 6 seconds.
 TE0084
 TE0084.The orthometric height was determined by differential leveling
 TE0084.and adjusted by the National Geodetic Survey in June 1991..
 TE0084
 TE0084.The geoid height was determined by GEOID03.
 TE0084
 TE0084.The dynamic height is computed by dividing the NAVD 88
 TE0084.geopotential number by the normal gravity value computed on the
 TE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0084.degrees latitude (g = 980.6199 gals.).
 TE0084
 TE0084.The modeled gravity was interpolated from observed gravity values.
 TE0084
 TE0084;                    North         East    Units  Estimated Accuracy
 TE0084;SPC ND N     -   197,770.      748,910.      MT  (+/- 180 meters Scaled)
 TE0084
 TE0084                          SUPERSEDED SURVEY CONTROL
 TE0084
 TE0084  NGVD 29 (??/??/92)  482.351  (m)         1582.51   (f) ADJ UNCH    2 0
 TE0084
 TE0084.Superseded values are not recommended for survey control.
 TE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0084.See file dsdata.txt to determine how the superseded data were derived.
 TE0084
 TE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV386010(NAD 83)
 TE0084_MARKER: DB = BENCH MARK DISK
 TE0084_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0084_SP_SET: 9.7 FEET
 TE0084_STAMPING: K 454 1964
 TE0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0084
 TE0084  HISTORY     - Date     Condition        Report By
 TE0084  HISTORY     - 1964     MONUMENTED       CGS
 TE0084
 TE0084                          STATION DESCRIPTION
 TE0084
 TE0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0084'4.9 MI W FROM LANGDON.
 TE0084'ABOUT 4.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0084'LANGDON, AT AN INTERSECTION, IN SECTION 19, R 60 W, 161 N, IN LINE
 TE0084'WITH A ROW OF POWER POLES, 107 FEET SOUTHEAST OF THE APPROXIMATE
 TE0084'CENTER OF THE INTERSECTION, 100 FEET SOUTH OF THE CENTER LINE OF THE
 TE0084'HIGHWAY, 2 1/2 FEET EAST OF POWER LINE POLE 797, 1.3 FEET WEST OF A
 TE0084'STEEL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK
 TE0084'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 TE0084'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF
 TE0084'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 9.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0260 ***********************************************************************
 TE0260  DESIGNATION -  K 455
 TE0260  PID         -  TE0260
 TE0260  STATE/COUNTY-  ND/CAVALIER
 TE0260  USGS QUAD   -  OLGA (1972)
 TE0260
 TE0260                         *CURRENT SURVEY CONTROL
 TE0260  ___________________________________________________________________
 TE0260* NAD 83(1986)-  48 49 08.     (N)    098 00 24.     (W)     SCALED    
 TE0260* NAVD 88     -       450.156  (meters)    1476.89   (feet)  ADJUSTED  
 TE0260  ___________________________________________________________________
 TE0260  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 TE0260  DYNAMIC HT  -         450.269 (meters)    1477.26  (feet)  COMP
 TE0260  MODELED GRAV-     980,846.7   (mgal)                       NAVD 88
 TE0260
 TE0260  VERT ORDER  -  SECOND    CLASS 0
 TE0260
 TE0260.The horizontal coordinates were scaled from a topographic map and have
 TE0260.an estimated accuracy of +/- 6 seconds.
 TE0260
 TE0260.The orthometric height was determined by differential leveling
 TE0260.and adjusted by the National Geodetic Survey in June 1991..
 TE0260
 TE0260.The geoid height was determined by GEOID03.
 TE0260
 TE0260.The dynamic height is computed by dividing the NAVD 88
 TE0260.geopotential number by the normal gravity value computed on the
 TE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0260.degrees latitude (g = 980.6199 gals.).
 TE0260
 TE0260.The modeled gravity was interpolated from observed gravity values.
 TE0260
 TE0260;                    North         East    Units  Estimated Accuracy
 TE0260;SPC ND N     -   205,200.      783,070.      MT  (+/- 180 meters Scaled)
 TE0260
 TE0260                          SUPERSEDED SURVEY CONTROL
 TE0260
 TE0260  NGVD 29 (??/??/92)  449.806  (m)         1475.74   (f) ADJ UNCH    2 0
 TE0260
 TE0260.Superseded values are not recommended for survey control.
 TE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0260.See file dsdata.txt to determine how the superseded data were derived.
 TE0260
 TE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV729077(NAD 83)
 TE0260_MARKER: DB = BENCH MARK DISK
 TE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0260_STAMPING: K 455 1964
 TE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0260+STABILITY: SURFACE MOTION
 TE0260
 TE0260  HISTORY     - Date     Condition        Report By
 TE0260  HISTORY     - 1964     MONUMENTED       CGS
 TE0260  HISTORY     - 1972     GOOD             USGS
 TE0260
 TE0260                          STATION DESCRIPTION
 TE0260
 TE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0260'20.5 MI NE FROM LANGDON.
 TE0260'ABOUT 15.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0260'LANGDON, THENCE 4.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.25 MILES
 TE0260'EAST ALONG A GRAVEL ROAD, THENCE 0.15 MILE EAST ACROSS COUNTRY, IN
 TE0260'SECTION 34, R 57 W, T 162 N, 12 FEET SOUTH OF SECTION LINE FENCE
 TE0260'COMMON TO SECTIONS 27 AND 34, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 TE0260'AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TE0260'NOTE-- MARK IS NOW 33 FT SW OF BEND IN THE ROAD, 32 FT WNW OF THE W
 TE0260'END OF A CORRUGATED METAL CULVERT, AND 2 FT SE OF A METAL WITNESS
 TE0260'POST.
 TE0260
 TE0260                          STATION RECOVERY (1972)
 TE0260
 TE0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1011 ***********************************************************************
 TE1011  DESIGNATION -  K 456
 TE1011  PID         -  TE1011
 TE1011  STATE/COUNTY-  ND/CAVALIER
 TE1011  USGS QUAD   -  HANNAH SE (1970)
 TE1011
 TE1011                         *CURRENT SURVEY CONTROL
 TE1011  ___________________________________________________________________
 TE1011* NAD 83(1986)-  48 47 20.     (N)    098 36 21.     (W)     SCALED    
 TE1011* NAVD 88     -       477.526  (meters)    1566.68   (feet)  ADJUSTED  
 TE1011  ___________________________________________________________________
 TE1011  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 TE1011  DYNAMIC HT  -         477.637 (meters)    1567.05  (feet)  COMP
 TE1011  MODELED GRAV-     980,828.8   (mgal)                       NAVD 88
 TE1011
 TE1011  VERT ORDER  -  SECOND    CLASS 0
 TE1011
 TE1011.The horizontal coordinates were scaled from a topographic map and have
 TE1011.an estimated accuracy of +/- 6 seconds.
 TE1011
 TE1011.The orthometric height was determined by differential leveling
 TE1011.and adjusted by the National Geodetic Survey in June 1991..
 TE1011
 TE1011.The geoid height was determined by GEOID03.
 TE1011
 TE1011.The dynamic height is computed by dividing the NAVD 88
 TE1011.geopotential number by the normal gravity value computed on the
 TE1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1011.degrees latitude (g = 980.6199 gals.).
 TE1011
 TE1011.The modeled gravity was interpolated from observed gravity values.
 TE1011
 TE1011;                    North         East    Units  Estimated Accuracy
 TE1011;SPC ND N     -   200,610.      739,170.      MT  (+/- 180 meters Scaled)
 TE1011
 TE1011                          SUPERSEDED SURVEY CONTROL
 TE1011
 TE1011  NGVD 29 (??/??/92)  477.149  (m)         1565.45   (f) ADJ UNCH    2 0
 TE1011
 TE1011.Superseded values are not recommended for survey control.
 TE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1011.See file dsdata.txt to determine how the superseded data were derived.
 TE1011
 TE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289040(NAD 83)
 TE1011_MARKER: DB = BENCH MARK DISK
 TE1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1011_SP_SET: ABUTMENT
 TE1011_STAMPING: K 456 1964
 TE1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1011
 TE1011  HISTORY     - Date     Condition        Report By
 TE1011  HISTORY     - 1964     MONUMENTED       CGS
 TE1011  HISTORY     - 1968     GOOD             DOD
 TE1011
 TE1011                          STATION DESCRIPTION
 TE1011
 TE1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1011'7.2 MI S FROM WALES.
 TE1011'ABOUT 7.2 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK SCHOOL AT
 TE1011'WALES, ABOUT 2.1 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 5,
 TE1011'SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A 20
 TE1011'FOOT CONCRETE BRIDGE OVER A SMALL STREAM, IN SECTION 6, R 61 N, 161 N,
 TE1011'13 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1/2 FOOT
 TE1011'ABOVE THE LEVEL OF THE ROAD.
 TE1011
 TE1011                          STATION RECOVERY (1968)
 TE1011
 TE1011'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0445 ***********************************************************************
 RP0445  DESIGNATION -  K 46
 RP0445  PID         -  RP0445
 RP0445  STATE/COUNTY-  ND/CASS
 RP0445  USGS QUAD   -  LEONARD (1959)
 RP0445
 RP0445                         *CURRENT SURVEY CONTROL
 RP0445  ___________________________________________________________________
 RP0445* NAD 83(1986)-  46 39 30.     (N)    097 14 05.     (W)     SCALED    
 RP0445* NAVD 88     -       315.331  (meters)    1034.55   (feet)  ADJUSTED  
 RP0445  ___________________________________________________________________
 RP0445  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0445  DYNAMIC HT  -         315.346 (meters)    1034.60  (feet)  COMP
 RP0445  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 RP0445
 RP0445  VERT ORDER  -  SECOND    CLASS 0
 RP0445
 RP0445.The horizontal coordinates were scaled from a topographic map and have
 RP0445.an estimated accuracy of +/- 6 seconds.
 RP0445
 RP0445.The orthometric height was determined by differential leveling
 RP0445.and adjusted by the National Geodetic Survey in June 1991..
 RP0445
 RP0445.The geoid height was determined by GEOID03.
 RP0445
 RP0445.The dynamic height is computed by dividing the NAVD 88
 RP0445.geopotential number by the normal gravity value computed on the
 RP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0445.degrees latitude (g = 980.6199 gals.).
 RP0445
 RP0445.The modeled gravity was interpolated from observed gravity values.
 RP0445
 RP0445;                    North         East    Units  Estimated Accuracy
 RP0445;SPC ND S     -   115,420.      849,840.      MT  (+/- 180 meters Scaled)
 RP0445
 RP0445                          SUPERSEDED SURVEY CONTROL
 RP0445
 RP0445  NGVD 29 (??/??/92)  315.023  (m)         1033.54   (f) ADJ UNCH    2 0
 RP0445
 RP0445.Superseded values are not recommended for survey control.
 RP0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0445.See file dsdata.txt to determine how the superseded data were derived.
 RP0445
 RP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS350687(NAD 83)
 RP0445_MARKER: DB = BENCH MARK DISK
 RP0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0445_STAMPING: K-46 1934
 RP0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0445+STABILITY: SURFACE MOTION
 RP0445
 RP0445  HISTORY     - Date     Condition        Report By
 RP0445  HISTORY     - 1934     MONUMENTED       CGS
 RP0445
 RP0445                          STATION DESCRIPTION
 RP0445
 RP0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0445'0.9 MI NE FROM LEONARD.
 RP0445'0.9 MILE NORTHEAST OF LEONARD DEPOT.  ALONG NORTHERN PACIFIC RAILROAD
 RP0445'AT PUBLIC CROSSING 5 POLES SOUTH OF MILEPOST NO.27.  SET IN POST 2
 RP0445'FEET ABOVE RAIL LEVEL, 5 FEET SOUTH OF POLE, 39 FEET WEST OF THE
 RP0445'CENTER LINE OF TRACK, 65 FEET EAST OF SNOW FENCE AND 120 FEET NORTH OF
 RP0445'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1537 ***********************************************************************
 TG1537  DESIGNATION -  K 462
 TG1537  PID         -  TG1537
 TG1537  STATE/COUNTY-  ND/WILLIAMS
 TG1537  USGS QUAD   -  TRENTON NE (1974)
 TG1537
 TG1537                         *CURRENT SURVEY CONTROL
 TG1537  ___________________________________________________________________
 TG1537* NAD 83(1986)-  48 08 23.     (N)    103 47 56.     (W)     SCALED    
 TG1537* NAVD 88     -       631.458  (meters)    2071.71   (feet)  ADJUSTED  
 TG1537  ___________________________________________________________________
 TG1537  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1537  DYNAMIC HT  -         631.532 (meters)    2071.95  (feet)  COMP
 TG1537  MODELED GRAV-     980,708.3   (mgal)                       NAVD 88
 TG1537
 TG1537  VERT ORDER  -  FIRST     CLASS II
 TG1537
 TG1537.The horizontal coordinates were scaled from a topographic map and have
 TG1537.an estimated accuracy of +/- 6 seconds.
 TG1537
 TG1537.The orthometric height was determined by differential leveling
 TG1537.and adjusted by the National Geodetic Survey in June 1991..
 TG1537
 TG1537.The geoid height was determined by GEOID03.
 TG1537
 TG1537.The dynamic height is computed by dividing the NAVD 88
 TG1537.geopotential number by the normal gravity value computed on the
 TG1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1537.degrees latitude (g = 980.6199 gals.).
 TG1537
 TG1537.The modeled gravity was interpolated from observed gravity values.
 TG1537
 TG1537;                    North         East    Units  Estimated Accuracy
 TG1537;SPC ND N     -   131,970.      354,580.      MT  (+/- 180 meters Scaled)
 TG1537
 TG1537                          SUPERSEDED SURVEY CONTROL
 TG1537
 TG1537.No superseded survey control is available for this station.
 TG1537
 TG1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP893325(NAD 83)
 TG1537_MARKER: I = METAL ROD
 TG1537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1537_SP_SET: STAINLESS STEEL ROD
 TG1537_STAMPING: K 462 1981
 TG1537_MARK LOGO: NGS   
 TG1537_PROJECTION: FLUSH
 TG1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1537_ROD/PIPE-DEPTH: 7.3  meters
 TG1537
 TG1537  HISTORY     - Date     Condition        Report By
 TG1537  HISTORY     - 1981     MONUMENTED       NGS
 TG1537  HISTORY     - 19850611 GOOD             NGS
 TG1537
 TG1537                          STATION DESCRIPTION
 TG1537
 TG1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1537'5.5 KM (3.4 MI) WEST FROM WILLISTON.
 TG1537'5.5 KM (3.4 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1537'U.S. HIGHWAY 85 IN WILLISTON, 36.3 METERS (119.0 FT) SOUTH OF THE
 TG1537'CENTERLINE OF THE HIGHWAY, 10.4 METERS (34.0 FT) NORTH OF A FENCE AND
 TG1537'1.0 METER (3.2 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 TG1537'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1537'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 TG1537'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TG1537
 TG1537                          STATION RECOVERY (1985)
 TG1537
 TG1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TG1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2092 ***********************************************************************
 TG2092  DESIGNATION -  K 462 RESET
 TG2092  PID         -  TG2092
 TG2092  STATE/COUNTY-  ND/WILLIAMS
 TG2092  USGS QUAD   -  TRENTON NE (1974)
 TG2092
 TG2092                         *CURRENT SURVEY CONTROL
 TG2092  ___________________________________________________________________
 TG2092* NAD 83(1986)-  48 08 23.     (N)    103 47 56.     (W)     SCALED    
 TG2092* NAVD 88     -       630.72   (meters)    2069.3    (feet)  RESET     
 TG2092  ___________________________________________________________________
 TG2092  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG2092
 TG2092  VERT ORDER  -  THIRD
 TG2092
 TG2092.The horizontal coordinates were scaled from a topographic map and have
 TG2092.an estimated accuracy of +/- 6 seconds.
 TG2092
 TG2092.The orthometric height was computed from unverified reset data.
 TG2092.No vertical observational check was made to the station.
 TG2092
 TG2092.The geoid height was determined by GEOID03.
 TG2092
 TG2092;                    North         East    Units  Estimated Accuracy
 TG2092;SPC ND N     -   131,970.      354,580.      MT  (+/- 180 meters Scaled)
 TG2092
 TG2092                          SUPERSEDED SURVEY CONTROL
 TG2092
 TG2092.No superseded survey control is available for this station.
 TG2092
 TG2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP893325(NAD 83)
 TG2092_MARKER: DV = VERTICAL CONTROL DISK
 TG2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2092_SP_SET: CONCRETE POST
 TG2092_STAMPING: K 462 RESET 1985
 TG2092_MARK LOGO: NGS   
 TG2092_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2092+STABILITY: SURFACE MOTION
 TG2092
 TG2092  HISTORY     - Date     Condition        Report By
 TG2092  HISTORY     - 1985     MONUMENTED       NGS
 TG2092
 TG2092                          STATION DESCRIPTION
 TG2092
 TG2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TG2092'3.4 MILES (5.5 KM) WESTERLY ALONG US HIGHWAY 2 FROM ITS JUNCTION WITH
 TG2092'US HIGHWAY 85 IN WILLISTON, ON NORTH SIDE OF HIGHWAY 2, AT THE EAST
 TG2092'END OF 2 GAS PUMPS, THE BAR IS OWNED BY MR.  JOE HOLEN, BOX 1941,
 TG2092'WILLISTON, ND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0648 ***********************************************************************
 SO0648  DESIGNATION -  K 463
 SO0648  PID         -  SO0648
 SO0648  STATE/COUNTY-  ND/MCKENZIE
 SO0648  USGS QUAD   -  CARTWRIGHT (1972)
 SO0648
 SO0648                         *CURRENT SURVEY CONTROL
 SO0648  ___________________________________________________________________
 SO0648* NAD 83(1986)-  47 51 46.     (N)    103 57 47.     (W)     SCALED    
 SO0648* NAVD 88     -       605.288  (meters)    1985.85   (feet)  ADJUSTED  
 SO0648  ___________________________________________________________________
 SO0648  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0648  DYNAMIC HT  -         605.344 (meters)    1986.03  (feet)  COMP
 SO0648  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 SO0648
 SO0648  VERT ORDER  -  FIRST     CLASS II
 SO0648
 SO0648.The horizontal coordinates were scaled from a topographic map and have
 SO0648.an estimated accuracy of +/- 6 seconds.
 SO0648
 SO0648.The orthometric height was determined by differential leveling
 SO0648.and adjusted by the National Geodetic Survey in June 1991..
 SO0648
 SO0648.The geoid height was determined by GEOID03.
 SO0648
 SO0648.The dynamic height is computed by dividing the NAVD 88
 SO0648.geopotential number by the normal gravity value computed on the
 SO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0648.degrees latitude (g = 980.6199 gals.).
 SO0648
 SO0648.The modeled gravity was interpolated from observed gravity values.
 SO0648
 SO0648;                    North         East    Units  Estimated Accuracy
 SO0648;SPC ND N     -   101,750.      340,990.      MT  (+/- 180 meters Scaled)
 SO0648
 SO0648                          SUPERSEDED SURVEY CONTROL
 SO0648
 SO0648.No superseded survey control is available for this station.
 SO0648
 SO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP775015(NAD 83)
 SO0648_MARKER: DB = BENCH MARK DISK
 SO0648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SO0648_SP_SET: ABUTMENT
 SO0648_STAMPING: K 463 1981
 SO0648_MARK LOGO: NGS   
 SO0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SO0648+STABILITY: POSITION/ELEVATION WELL
 SO0648
 SO0648  HISTORY     - Date     Condition        Report By
 SO0648  HISTORY     - 1981     MONUMENTED       NGS
 SO0648
 SO0648                          STATION DESCRIPTION
 SO0648
 SO0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0648'7.2 KM (4.5 MI) EAST FROM FAIRVIEW.
 SO0648'7.2 KM (4.5 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SO0648'IN FAIRVIEW, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 SO0648'HIGHWAY BRIDGE OVER THE YELLOWSTONE RIVER AND 3.7 METERS (12.0 FT)
 SO0648'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1631 ***********************************************************************
 TG1631  DESIGNATION -  K 464
 TG1631  PID         -  TG1631
 TG1631  STATE/COUNTY-  ND/MOUNTRAIL
 TG1631  USGS QUAD   -  MANITOU (1981)
 TG1631
 TG1631                         *CURRENT SURVEY CONTROL
 TG1631  ___________________________________________________________________
 TG1631* NAD 83(1986)-  48 19 39.     (N)    102 39 22.     (W)     SCALED    
 TG1631* NAVD 88     -       700.533  (meters)    2298.33   (feet)  ADJUSTED  
 TG1631  ___________________________________________________________________
 TG1631  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1631  DYNAMIC HT  -         700.640 (meters)    2298.68  (feet)  COMP
 TG1631  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 TG1631
 TG1631  VERT ORDER  -  FIRST     CLASS II
 TG1631
 TG1631.The horizontal coordinates were scaled from a topographic map and have
 TG1631.an estimated accuracy of +/- 6 seconds.
 TG1631
 TG1631.The orthometric height was determined by differential leveling
 TG1631.and adjusted by the National Geodetic Survey in June 1991..
 TG1631
 TG1631.The geoid height was determined by GEOID03.
 TG1631
 TG1631.The dynamic height is computed by dividing the NAVD 88
 TG1631.geopotential number by the normal gravity value computed on the
 TG1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1631.degrees latitude (g = 980.6199 gals.).
 TG1631
 TG1631.The modeled gravity was interpolated from observed gravity values.
 TG1631
 TG1631;                    North         East    Units  Estimated Accuracy
 TG1631;SPC ND N     -   149,830.      440,150.      MT  (+/- 180 meters Scaled)
 TG1631
 TG1631                          SUPERSEDED SURVEY CONTROL
 TG1631
 TG1631.No superseded survey control is available for this station.
 TG1631
 TG1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP737553(NAD 83)
 TG1631_MARKER: I = METAL ROD
 TG1631_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1631_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1631_STAMPING: K 464 1981
 TG1631_MARK LOGO: NGS   
 TG1631_PROJECTION: FLUSH
 TG1631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1631+STABILITY: POSITION/ELEVATION WELL
 TG1631_ROD/PIPE-DEPTH: 14.6 meters
 TG1631_SLEEVE-DEPTH  : 12.2 meters
 TG1631
 TG1631  HISTORY     - Date     Condition        Report By
 TG1631  HISTORY     - 1981     MONUMENTED       NGS
 TG1631
 TG1631                          STATION DESCRIPTION
 TG1631
 TG1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1631'8.7 KM (5.4 MI) WEST FROM ROSS.
 TG1631'8.7 KM (5.4 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1631'NORTHERN RAILROAD STATION IN ROSS, 20.4 METERS (66.9 FT) NORTH OF THE
 TG1631'CENTERLINE OF THE ROAD AND 12.8 METERS (42.0 FT) WEST OF THE CENTER OF
 TG1631'A FIELD ENTRANCE ROAD LEADING NORTH.  NOTE=ACCESS TO THE DATUM POINT
 TG1631'IS THROUGH A 5-INCH LOGO CAP.
 TG1631'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 TG1631'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1624 ***********************************************************************
 TG1624  DESIGNATION -  K 465
 TG1624  PID         -  TG1624
 TG1624  STATE/COUNTY-  ND/MOUNTRAIL
 TG1624  USGS QUAD   -  MANITOU (1981)
 TG1624
 TG1624                         *CURRENT SURVEY CONTROL
 TG1624  ___________________________________________________________________
 TG1624* NAD 83(1986)-  48 20 01.     (N)    102 44 34.     (W)     SCALED    
 TG1624* NAVD 88     -       697.399  (meters)    2288.05   (feet)  ADJUSTED  
 TG1624  ___________________________________________________________________
 TG1624  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1624  DYNAMIC HT  -         697.511 (meters)    2288.42  (feet)  COMP
 TG1624  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 TG1624
 TG1624  VERT ORDER  -  FIRST     CLASS II
 TG1624
 TG1624.The horizontal coordinates were scaled from a topographic map and have
 TG1624.an estimated accuracy of +/- 6 seconds.
 TG1624
 TG1624.The orthometric height was determined by differential leveling
 TG1624.and adjusted by the National Geodetic Survey in June 1991..
 TG1624
 TG1624.The geoid height was determined by GEOID03.
 TG1624
 TG1624.The dynamic height is computed by dividing the NAVD 88
 TG1624.geopotential number by the normal gravity value computed on the
 TG1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1624.degrees latitude (g = 980.6199 gals.).
 TG1624
 TG1624.The modeled gravity was interpolated from observed gravity values.
 TG1624
 TG1624;                    North         East    Units  Estimated Accuracy
 TG1624;SPC ND N     -   150,700.      433,750.      MT  (+/- 180 meters Scaled)
 TG1624
 TG1624                          SUPERSEDED SURVEY CONTROL
 TG1624
 TG1624.No superseded survey control is available for this station.
 TG1624
 TG1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP672558(NAD 83)
 TG1624_MARKER: I = METAL ROD
 TG1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1624_SP_SET: STAINLESS STEEL ROD
 TG1624_STAMPING: K 465 1982
 TG1624_MARK LOGO: NGS   
 TG1624_PROJECTION: FLUSH
 TG1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1624_ROD/PIPE-DEPTH: 8.5  meters
 TG1624
 TG1624  HISTORY     - Date     Condition        Report By
 TG1624  HISTORY     - 1982     MONUMENTED       NGS
 TG1624
 TG1624                          STATION DESCRIPTION
 TG1624
 TG1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1624'15.2 KM (9.45 MI) WEST FROM ROSS.
 TG1624'15.2 KM (9.45 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1624'NORTHERN RAILROAD STATION IN ROSS, 38.7 METERS (127.0 FT)
 TG1624'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 11.5 METERS (37.7 FT)
 TG1624'WEST OF THE CENTER OF A GRAVELED ROAD LEADING NORTH AND 0.3 METER (1.0
 TG1624'FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 TG1624'A 5-INCH LOGO CAP.
 TG1624'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TG1624'THE MARK IS 2.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1584 ***********************************************************************
 TG1584  DESIGNATION -  K 466
 TG1584  PID         -  TG1584
 TG1584  STATE/COUNTY-  ND/WILLIAMS
 TG1584  USGS QUAD   -  RAY (1978)
 TG1584
 TG1584                         *CURRENT SURVEY CONTROL
 TG1584  ___________________________________________________________________
 TG1584* NAD 83(1986)-  48 17 56.     (N)    103 14 15.     (W)     SCALED    
 TG1584* NAVD 88     -       724.358  (meters)    2376.50   (feet)  ADJUSTED  
 TG1584  ___________________________________________________________________
 TG1584  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1584  DYNAMIC HT  -         724.456 (meters)    2376.82  (feet)  COMP
 TG1584  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 TG1584
 TG1584  VERT ORDER  -  FIRST     CLASS II
 TG1584
 TG1584.The horizontal coordinates were scaled from a topographic map and have
 TG1584.an estimated accuracy of +/- 6 seconds.
 TG1584
 TG1584.The orthometric height was determined by differential leveling
 TG1584.and adjusted by the National Geodetic Survey in June 1991..
 TG1584
 TG1584.The geoid height was determined by GEOID03.
 TG1584
 TG1584.The dynamic height is computed by dividing the NAVD 88
 TG1584.geopotential number by the normal gravity value computed on the
 TG1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1584.degrees latitude (g = 980.6199 gals.).
 TG1584
 TG1584.The modeled gravity was interpolated from observed gravity values.
 TG1584
 TG1584;                    North         East    Units  Estimated Accuracy
 TG1584;SPC ND N     -   148,020.      396,950.      MT  (+/- 180 meters Scaled)
 TG1584
 TG1584                          SUPERSEDED SURVEY CONTROL
 TG1584
 TG1584.No superseded survey control is available for this station.
 TG1584
 TG1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP307510(NAD 83)
 TG1584_MARKER: I = METAL ROD
 TG1584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1584_SP_SET: STAINLESS STEEL ROD
 TG1584_STAMPING: K 466 1982
 TG1584_MARK LOGO: NGS   
 TG1584_PROJECTION: FLUSH
 TG1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1584_ROD/PIPE-DEPTH: 8.5  meters
 TG1584
 TG1584  HISTORY     - Date     Condition        Report By
 TG1584  HISTORY     - 1982     MONUMENTED       NGS
 TG1584
 TG1584                          STATION DESCRIPTION
 TG1584
 TG1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1584'10.4 KM (6.4 MI) SW FROM RAY.
 TG1584'0.1 KM (0.05 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 TG1584'RAY, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG U. S. HIGHWAY 2, THENCE
 TG1584'4.7 KM (2.9 MI) SOUTHERLY ALONG OLD U. S. HIGHWAY 2, THENCE 0.1 KM
 TG1584'(0.05 MI) SOUTHERLY ALONG A DIRT ROAD, THENCE 0.1 KM (0.05 MI)
 TG1584'EASTERLY ALONG A GRAVELED ROAD, OR 0.1 KM (0.05 MI) EASTERLY ALONG A
 TG1584'DIRT ROAD FROM THE POST OFFICE IN EPPING, THENCE 0.5 KM (0.3 MI)
 TG1584'NORTHERLY ALONG COUNTY ROAD 42, THENCE 2.2 KM (1.35 MI) EASTERLY ALONG
 TG1584'COUNTY ROAD 8, THENCE 7.8 KM (4.85 MI) NORTHERLY ALONG OLD U. S.
 TG1584'HIGHWAY 2, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A GRAVELED ROAD, 28.5
 TG1584'METERS (93.5 FT) NORTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 TG1584'RAILROAD, 7.1 METERS (23.3 FT) SOUTH OF THE CENTER OF THE GRAVELED
 TG1584'ROAD AND 1.5 METERS (4.9 FT) WEST OF A UTILITY POLE WITH TWO GUY
 TG1584'WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1584'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TG1584'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1556 ***********************************************************************
 TG1556  DESIGNATION -  K 467
 TG1556  PID         -  TG1556
 TG1556  STATE/COUNTY-  ND/WILLIAMS
 TG1556  USGS QUAD   -  WILLISTON WEST (1976)
 TG1556
 TG1556                         *CURRENT SURVEY CONTROL
 TG1556  ___________________________________________________________________
 TG1556* NAD 83(1986)-  48 08 43.     (N)    103 38 40.     (W)     SCALED    
 TG1556* NAVD 88     -       570.735  (meters)    1872.49   (feet)  ADJUSTED  
 TG1556  ___________________________________________________________________
 TG1556  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1556  DYNAMIC HT  -         570.800 (meters)    1872.70  (feet)  COMP
 TG1556  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 TG1556
 TG1556  VERT ORDER  -  FIRST     CLASS II
 TG1556
 TG1556.The horizontal coordinates were scaled from a topographic map and have
 TG1556.an estimated accuracy of +/- 6 seconds.
 TG1556
 TG1556.The orthometric height was determined by differential leveling
 TG1556.and adjusted by the National Geodetic Survey in June 1991..
 TG1556
 TG1556.The geoid height was determined by GEOID03.
 TG1556
 TG1556.The dynamic height is computed by dividing the NAVD 88
 TG1556.geopotential number by the normal gravity value computed on the
 TG1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1556.degrees latitude (g = 980.6199 gals.).
 TG1556
 TG1556.The modeled gravity was interpolated from observed gravity values.
 TG1556
 TG1556;                    North         East    Units  Estimated Accuracy
 TG1556;SPC ND N     -   132,110.      366,080.      MT  (+/- 180 meters Scaled)
 TG1556
 TG1556                          SUPERSEDED SURVEY CONTROL
 TG1556
 TG1556.No superseded survey control is available for this station.
 TG1556
 TG1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP008333(NAD 83)
 TG1556_MARKER: I = METAL ROD
 TG1556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1556_SP_SET: STAINLESS STEEL ROD
 TG1556_STAMPING: K 467 1982
 TG1556_MARK LOGO: NGS   
 TG1556_PROJECTION: FLUSH
 TG1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1556_ROD/PIPE-DEPTH: 8.5  meters
 TG1556
 TG1556  HISTORY     - Date     Condition        Report By
 TG1556  HISTORY     - 1982     MONUMENTED       NGS
 TG1556
 TG1556                          STATION DESCRIPTION
 TG1556
 TG1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1556'IN WILLISTON.
 TG1556'IN WILLISTON, AT THE CORNER OF 2ND STREET WEST (BUSINESS HIGHWAYS 2
 TG1556'AND 85) AND 14TH AVENUE WEST, 54.2 METERS (177.8 FT) WEST OF THE
 TG1556'CENTER OF THE AVENUE, 12.4 METERS (40.7 FT) WEST OF THE CENTER OF A
 TG1556'BUSINESS DRIVEWAY, 8.4 METERS (27.6 FT) NORTH OF THE CENTERLINE OF THE
 TG1556'STREET, 1.6 METERS (5.2 FT) NORTH OF THE NORTH CURB OF THE STREET AND
 TG1556'1.5 METERS (4.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 TG1556'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1556'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1556'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1440 ***********************************************************************
 SN1440  DESIGNATION -  K 468
 SN1440  PID         -  SN1440
 SN1440  STATE/COUNTY-  ND/MCLEAN
 SN1440  USGS QUAD   -  WASHBURN NE (1980)
 SN1440
 SN1440                         *CURRENT SURVEY CONTROL
 SN1440  ___________________________________________________________________
 SN1440* NAD 83(1986)-  47 26 52.     (N)    101 07 21.     (W)     SCALED    
 SN1440* NAVD 88     -       628.358  (meters)    2061.54   (feet)  ADJUSTED  
 SN1440  ___________________________________________________________________
 SN1440  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 SN1440  DYNAMIC HT  -         628.404 (meters)    2061.69  (feet)  COMP
 SN1440  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 SN1440
 SN1440  VERT ORDER  -  FIRST     CLASS II
 SN1440
 SN1440.The horizontal coordinates were scaled from a topographic map and have
 SN1440.an estimated accuracy of +/- 6 seconds.
 SN1440
 SN1440.The orthometric height was determined by differential leveling
 SN1440.and adjusted by the National Geodetic Survey in June 1991..
 SN1440
 SN1440.The geoid height was determined by GEOID03.
 SN1440
 SN1440.The dynamic height is computed by dividing the NAVD 88
 SN1440.geopotential number by the normal gravity value computed on the
 SN1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1440.degrees latitude (g = 980.6199 gals.).
 SN1440
 SN1440.The modeled gravity was interpolated from observed gravity values.
 SN1440
 SN1440;                    North         East    Units  Estimated Accuracy
 SN1440;SPC ND N     -    49,970.      553,050.      MT  (+/- 180 meters Scaled)
 SN1440
 SN1440                          SUPERSEDED SURVEY CONTROL
 SN1440
 SN1440.No superseded survey control is available for this station.
 SN1440
 SN1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT399571(NAD 83)
 SN1440_MARKER: I = METAL ROD
 SN1440_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SN1440_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SN1440_STAMPING: K 468 1982
 SN1440_MARK LOGO: NGS   
 SN1440_PROJECTION: FLUSH
 SN1440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1440+STABILITY: POSITION/ELEVATION WELL
 SN1440_ROD/PIPE-DEPTH: 13.4 meters
 SN1440_SLEEVE-DEPTH  : 12.2 meters
 SN1440
 SN1440  HISTORY     - Date     Condition        Report By
 SN1440  HISTORY     - 1982     MONUMENTED       NGS
 SN1440
 SN1440                          STATION DESCRIPTION
 SN1440
 SN1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1440'1.2 KM (0.75 MI) SE FROM UNDERWOOD.
 SN1440'1.2 KM (0.75 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1440'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 40.2 METERS (131.9 FT)
 SN1440'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 10.2
 SN1440'METERS (33.5 FT) NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND
 SN1440'4.8 METERS (15.7 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE.
 SN1440'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1440'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST AND FENCE
 SN1440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1159 ***********************************************************************
 SL1159  DESIGNATION -  K 469
 SL1159  PID         -  SL1159
 SL1159  STATE/COUNTY-  ND/GRAND FORKS
 SL1159  USGS QUAD   -  LARIMORE EAST (1963)
 SL1159
 SL1159                         *CURRENT SURVEY CONTROL
 SL1159  ___________________________________________________________________
 SL1159* NAD 83(1986)-  47 55 19.     (N)    097 37 27.     (W)     SCALED    
 SL1159* NAVD 88     -       338.039  (meters)    1109.05   (feet)  ADJUSTED  
 SL1159  ___________________________________________________________________
 SL1159  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 SL1159  DYNAMIC HT  -         338.096 (meters)    1109.24  (feet)  COMP
 SL1159  MODELED GRAV-     980,770.1   (mgal)                       NAVD 88
 SL1159
 SL1159  VERT ORDER  -  FIRST     CLASS II
 SL1159
 SL1159.The horizontal coordinates were scaled from a topographic map and have
 SL1159.an estimated accuracy of +/- 6 seconds.
 SL1159
 SL1159.The orthometric height was determined by differential leveling
 SL1159.and adjusted by the National Geodetic Survey in June 1991..
 SL1159
 SL1159.The geoid height was determined by GEOID03.
 SL1159
 SL1159.The dynamic height is computed by dividing the NAVD 88
 SL1159.geopotential number by the normal gravity value computed on the
 SL1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1159.degrees latitude (g = 980.6199 gals.).
 SL1159
 SL1159.The modeled gravity was interpolated from observed gravity values.
 SL1159
 SL1159;                    North         East    Units  Estimated Accuracy
 SL1159;SPC ND N     -   106,520.      814,870.      MT  (+/- 180 meters Scaled)
 SL1159
 SL1159                          SUPERSEDED SURVEY CONTROL
 SL1159
 SL1159.No superseded survey control is available for this station.
 SL1159
 SL1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU027085(NAD 83)
 SL1159_MARKER: I = METAL ROD
 SL1159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1159_SP_SET: STAINLESS STEEL ROD
 SL1159_STAMPING: K 469 1981
 SL1159_MARK LOGO: NGS   
 SL1159_PROJECTION: RECESSED 4 CENTIMETERS
 SL1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1159_ROD/PIPE-DEPTH: 13.4 meters
 SL1159
 SL1159  HISTORY     - Date     Condition        Report By
 SL1159  HISTORY     - 1981     MONUMENTED       NGS
 SL1159
 SL1159                          STATION DESCRIPTION
 SL1159
 SL1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1159'1.9 KM (1.2 MI) NORTH FROM LARIMORE.
 SL1159'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF
 SL1159'COUNTY ROAD 4 EAST IN LARIMORE, AT A HIGH TENSION POWER LINE CROSSING
 SL1159'THE HIGHWAY AND IS SET BETWEEN 2 POWERLINE POLES ON THE WEST SIDE OF
 SL1159'THE HIGHWAY, ABOUT 0.1 KM (0.05 MI) NORTH OF A PRIVATE DRIVEWAY
 SL1159'LEADING WEST, 26.2 METERS (86.0 FT) WEST OF THE CENTERLINE OF HIGHWAY
 SL1159'18, 4.5 METERS (15.0 FT) NORTH OF A POWERLINE POLE NUMBER 184,
 SL1159'1.2 METERS (4.0 FT) SOUTH OF A POWERLINE POLE.
 SL1159'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SL1159'THE MARK IS 1.2 M BELOW HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0221 ***********************************************************************
 SL0221  DESIGNATION -  K 47
 SL0221  PID         -  SL0221
 SL0221  STATE/COUNTY-  ND/CASS
 SL0221  USGS QUAD   -  ARGUSVILLE (1976)
 SL0221
 SL0221                         *CURRENT SURVEY CONTROL
 SL0221  ___________________________________________________________________
 SL0221* NAD 83(1986)-  47 01 24.     (N)    096 54 43.     (W)     SCALED    
 SL0221* NAVD 88     -       270.986  (meters)     889.06   (feet)  ADJUSTED  
 SL0221  ___________________________________________________________________
 SL0221  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 SL0221  DYNAMIC HT  -         271.019 (meters)     889.17  (feet)  COMP
 SL0221  MODELED GRAV-     980,727.5   (mgal)                       NAVD 88
 SL0221
 SL0221  VERT ORDER  -  SECOND    CLASS 0
 SL0221
 SL0221.The horizontal coordinates were scaled from a topographic map and have
 SL0221.an estimated accuracy of +/- 6 seconds.
 SL0221
 SL0221.The orthometric height was determined by differential leveling
 SL0221.and adjusted by the National Geodetic Survey in June 1991..
 SL0221
 SL0221.The geoid height was determined by GEOID03.
 SL0221
 SL0221.The dynamic height is computed by dividing the NAVD 88
 SL0221.geopotential number by the normal gravity value computed on the
 SL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0221.degrees latitude (g = 980.6199 gals.).
 SL0221
 SL0221.The modeled gravity was interpolated from observed gravity values.
 SL0221
 SL0221;                    North         East    Units  Estimated Accuracy
 SL0221;SPC ND S     -   157,030.      872,660.      MT  (+/- 180 meters Scaled)
 SL0221
 SL0221                          SUPERSEDED SURVEY CONTROL
 SL0221
 SL0221  NGVD 29 (??/??/92)  270.685  (m)          888.07   (f) ADJ UNCH    2 0
 SL0221
 SL0221.Superseded values are not recommended for survey control.
 SL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0221.See file dsdata.txt to determine how the superseded data were derived.
 SL0221
 SL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT586098(NAD 83)
 SL0221_MARKER: DB = BENCH MARK DISK
 SL0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0221_SP_SET: BRIDGE
 SL0221_STAMPING: K 47 1934
 SL0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0221
 SL0221  HISTORY     - Date     Condition        Report By
 SL0221  HISTORY     - 1934     MONUMENTED       CGS
 SL0221
 SL0221                          STATION DESCRIPTION
 SL0221
 SL0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0221'2.3 MI S FROM ARGUSVILLE.
 SL0221'2.3 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0221'ARGUSVILLE, CASS COUNTY, 8 POLES WEST OF MILEPOST 35, AT AN 80-FOOT
 SL0221'CONCRETE BRIDGE, IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 6
 SL0221'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 15 INCHES LOWER THAN THE
 SL0221'RAIL.  A STANDARD DISK, STAMPED K 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1900 ***********************************************************************
 TF1900  DESIGNATION -  K 472
 TF1900  PID         -  TF1900
 TF1900  STATE/COUNTY-  ND/WARD
 TF1900  USGS QUAD   -  SURREY (1981)
 TF1900
 TF1900                         *CURRENT SURVEY CONTROL
 TF1900  ___________________________________________________________________
 TF1900* NAD 83(1986)-  48 13 47.     (N)    101 09 18.     (W)     SCALED    
 TF1900* NAVD 88     -       497.429  (meters)    1631.98   (feet)  ADJUSTED  
 TF1900  ___________________________________________________________________
 TF1900  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TF1900  DYNAMIC HT  -         497.517 (meters)    1632.27  (feet)  COMP
 TF1900  MODELED GRAV-     980,772.3   (mgal)                       NAVD 88
 TF1900
 TF1900  VERT ORDER  -  FIRST     CLASS II
 TF1900
 TF1900.The horizontal coordinates were scaled from a topographic map and have
 TF1900.an estimated accuracy of +/- 6 seconds.
 TF1900
 TF1900.The orthometric height was determined by differential leveling
 TF1900.and adjusted by the National Geodetic Survey in June 1991..
 TF1900
 TF1900.The geoid height was determined by GEOID03.
 TF1900
 TF1900.The dynamic height is computed by dividing the NAVD 88
 TF1900.geopotential number by the normal gravity value computed on the
 TF1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1900.degrees latitude (g = 980.6199 gals.).
 TF1900
 TF1900.The modeled gravity was interpolated from observed gravity values.
 TF1900
 TF1900;                    North         East    Units  Estimated Accuracy
 TF1900;SPC ND N     -   136,930.      551,340.      MT  (+/- 180 meters Scaled)
 TF1900
 TF1900                          SUPERSEDED SURVEY CONTROL
 TF1900
 TF1900.No superseded survey control is available for this station.
 TF1900
 TF1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU399440(NAD 83)
 TF1900_MARKER: I = METAL ROD
 TF1900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1900_SP_SET: STAINLESS STEEL ROD
 TF1900_STAMPING: K 472 1982
 TF1900_MARK LOGO: NGS   
 TF1900_PROJECTION: FLUSH
 TF1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1900_ROD/PIPE-DEPTH: 7.3  meters
 TF1900
 TF1900  HISTORY     - Date     Condition        Report By
 TF1900  HISTORY     - 1982     MONUMENTED       NGS
 TF1900
 TF1900                          STATION DESCRIPTION
 TF1900
 TF1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1900'1.8 KM (1.1 MI) WEST FROM SURREY.
 TF1900'1.8 KM (1.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TF1900'ROAD 12 NORTH IN SURREY, SET AT A DUPLEX HOUSE, 31.0 METERS (102.0 FT)
 TF1900'NORTH OF THE CENTERLINE OF THE TWO WESTBOUND LANES OF THE HIGHWAY,
 TF1900'30.7 METERS (101.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A DUPLEX
 TF1900'HOUSE, 5.4 METERS (18.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVE,
 TF1900'5.1 METERS (17.0 FT) WEST OF A GUY WIRE, 3.4 METERS (11.5 FT) WEST OF
 TF1900'A TELEPHONE JUNCTION BOX, AND 0.6 METER (2.0 FT) EAST OF A POWER POLE
 TF1900'WITH A GUY WIRE.
 TF1900'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1900'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0445 ***********************************************************************
 RQ0445  DESIGNATION -  K 473
 RQ0445  PID         -  RQ0445
 RQ0445  STATE/COUNTY-  ND/STUTSMAN
 RQ0445  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0445
 RQ0445                         *CURRENT SURVEY CONTROL
 RQ0445  ___________________________________________________________________
 RQ0445* NAD 83(1986)-  46 53 34.     (N)    098 55 30.     (W)     SCALED    
 RQ0445* NAVD 88     -       486.581  (meters)    1596.39   (feet)  ADJUSTED  
 RQ0445  ___________________________________________________________________
 RQ0445  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 RQ0445  DYNAMIC HT  -         486.597 (meters)    1596.44  (feet)  COMP
 RQ0445  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 RQ0445
 RQ0445  VERT ORDER  -  FIRST     CLASS II
 RQ0445
 RQ0445.The horizontal coordinates were scaled from a topographic map and have
 RQ0445.an estimated accuracy of +/- 6 seconds.
 RQ0445
 RQ0445.The orthometric height was determined by differential leveling
 RQ0445.and adjusted by the National Geodetic Survey in June 1991..
 RQ0445
 RQ0445.The geoid height was determined by GEOID03.
 RQ0445
 RQ0445.The dynamic height is computed by dividing the NAVD 88
 RQ0445.geopotential number by the normal gravity value computed on the
 RQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0445.degrees latitude (g = 980.6199 gals.).
 RQ0445
 RQ0445.The modeled gravity was interpolated from observed gravity values.
 RQ0445
 RQ0445;                    North         East    Units  Estimated Accuracy
 RQ0445;SPC ND S     -   137,490.      720,010.      MT  (+/- 180 meters Scaled)
 RQ0445
 RQ0445                          SUPERSEDED SURVEY CONTROL
 RQ0445
 RQ0445.No superseded survey control is available for this station.
 RQ0445
 RQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS057932(NAD 83)
 RQ0445_MARKER: I = METAL ROD
 RQ0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0445_SP_SET: STAINLESS STEEL ROD
 RQ0445_STAMPING: K 473 1982
 RQ0445_MARK LOGO: NGS   
 RQ0445_PROJECTION: FLUSH
 RQ0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0445_ROD/PIPE-DEPTH: 13.4 meters
 RQ0445
 RQ0445  HISTORY     - Date     Condition        Report By
 RQ0445  HISTORY     - 1982     MONUMENTED       NGS
 RQ0445
 RQ0445                          STATION DESCRIPTION
 RQ0445
 RQ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0445'14.6 KM (9.1 MI) EAST FROM CLEVELAND.
 RQ0445'14.6 KM (9.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0445'A ROAD LEADING NORTH TO CLEVELAND, ALSO 16.2 KM (10.1 MI) WEST ALONG
 RQ0445'INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF U.S. HIGHWAY 281 IN
 RQ0445'JAMESTOWN, 0.3 METER (1.0 FT) SOUTH OF A RIGHT OF WAY FENCE, 0.4 METER
 RQ0445'(1.5 FT) SOUTHEAST OF A BRACED RIGHT OF WAY FENCE POST, 3.8 METERS
 RQ0445'(12.5 FT) EAST-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 5.1 METERS
 RQ0445'(17.0 FT) WEST OF THE CENTER OF A WIRE GATE, 14.3 METERS (47.0 FT)
 RQ0445'SOUTH OF THE CENTER OF A GRAVEL ROAD, AND 32.7 METERS (107.5 FT) NORTH
 RQ0445'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE.
 RQ0445'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0445'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1847 ***********************************************************************
 TF1847  DESIGNATION -  K 474
 TF1847  PID         -  TF1847
 TF1847  STATE/COUNTY-  ND/PIERCE
 TF1847  USGS QUAD   -  LEVERICH (1954)
 TF1847
 TF1847                         *CURRENT SURVEY CONTROL
 TF1847  ___________________________________________________________________
 TF1847* NAD 83(1986)-  48 24 55.     (N)    100 02 15.     (W)     SCALED    
 TF1847* NAVD 88     -       467.259  (meters)    1533.00   (feet)  ADJUSTED  
 TF1847  ___________________________________________________________________
 TF1847  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 TF1847  DYNAMIC HT  -         467.356 (meters)    1533.32  (feet)  COMP
 TF1847  MODELED GRAV-     980,804.4   (mgal)                       NAVD 88
 TF1847
 TF1847  VERT ORDER  -  FIRST     CLASS II
 TF1847
 TF1847.The horizontal coordinates were scaled from a topographic map and have
 TF1847.an estimated accuracy of +/- 6 seconds.
 TF1847
 TF1847.The orthometric height was determined by differential leveling
 TF1847.and adjusted by the National Geodetic Survey in June 1991..
 TF1847
 TF1847.The geoid height was determined by GEOID03.
 TF1847
 TF1847.The dynamic height is computed by dividing the NAVD 88
 TF1847.geopotential number by the normal gravity value computed on the
 TF1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1847.degrees latitude (g = 980.6199 gals.).
 TF1847
 TF1847.The modeled gravity was interpolated from observed gravity values.
 TF1847
 TF1847;                    North         East    Units  Estimated Accuracy
 TF1847;SPC ND N     -   157,460.      634,230.      MT  (+/- 180 meters Scaled)
 TF1847
 TF1847                          SUPERSEDED SURVEY CONTROL
 TF1847
 TF1847.No superseded survey control is available for this station.
 TF1847
 TF1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU232629(NAD 83)
 TF1847_MARKER: I = METAL ROD
 TF1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1847_SP_SET: STAINLESS STEEL ROD
 TF1847_STAMPING: K 474 1982
 TF1847_MARK LOGO: NGS   
 TF1847_PROJECTION: FLUSH
 TF1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1847_ROD/PIPE-DEPTH: 10.9 meters
 TF1847
 TF1847  HISTORY     - Date     Condition        Report By
 TF1847  HISTORY     - 1982     MONUMENTED       NGS
 TF1847
 TF1847                          STATION DESCRIPTION
 TF1847
 TF1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1847'8.0 KM (5.0 MI) NORTH FROM RUGBY.
 TF1847'8.0 KM (5.0 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF U.S.
 TF1847'HIGHWAY 2 IN RUGBY, AT A POWER POLE WITH FOUR GUY WIRES, 23.2 METERS
 TF1847'(76.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.1 METERS (53.0 FT)
 TF1847'NORTH OF THE CENTER OF A GRAVEL ROAD, 15.4 METERS (50.5 FT) WEST OF
 TF1847'THE WEST END OF A CONCRETE CULVERT, 8.2 METERS (27.0 FT)
 TF1847'SOUTH-SOUTHEAST OF A TELEPHONE JUNCTION BOX, 5.8 METERS (19.0 FT)
 TF1847'SOUTH OF A RIGHT-OF-WAY MARKER, 4.4 METERS (14.5 FT) EAST OF A GUY
 TF1847'WIRE THAT IS WEST OF A POWER POLE, AND 0.8 METER (2.5 FT) NORTH OF A
 TF1847'POWER POLE WITH FOUR GUY WIRES.
 TF1847'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1847'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1873 ***********************************************************************
 TF1873  DESIGNATION -  K 475
 TF1873  PID         -  TF1873
 TF1873  STATE/COUNTY-  ND/ROLETTE
 TF1873  USGS QUAD   -  DUNSEITH (1955)
 TF1873
 TF1873                         *CURRENT SURVEY CONTROL
 TF1873  ___________________________________________________________________
 TF1873* NAD 83(1986)-  48 47 30.     (N)    100 03 06.     (W)     SCALED    
 TF1873* NAVD 88     -       506.770  (meters)    1662.63   (feet)  ADJUSTED  
 TF1873  ___________________________________________________________________
 TF1873  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF1873  DYNAMIC HT  -         506.897 (meters)    1663.04  (feet)  COMP
 TF1873  MODELED GRAV-     980,844.5   (mgal)                       NAVD 88
 TF1873
 TF1873  VERT ORDER  -  FIRST     CLASS II
 TF1873
 TF1873.The horizontal coordinates were scaled from a topographic map and have
 TF1873.an estimated accuracy of +/- 6 seconds.
 TF1873
 TF1873.The orthometric height was determined by differential leveling
 TF1873.and adjusted by the National Geodetic Survey in June 1991..
 TF1873
 TF1873.The geoid height was determined by GEOID03.
 TF1873
 TF1873.The dynamic height is computed by dividing the NAVD 88
 TF1873.geopotential number by the normal gravity value computed on the
 TF1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1873.degrees latitude (g = 980.6199 gals.).
 TF1873
 TF1873.The modeled gravity was interpolated from observed gravity values.
 TF1873
 TF1873;                    North         East    Units  Estimated Accuracy
 TF1873;SPC ND N     -   199,310.      632,940.      MT  (+/- 180 meters Scaled)
 TF1873
 TF1873                          SUPERSEDED SURVEY CONTROL
 TF1873
 TF1873.No superseded survey control is available for this station.
 TF1873
 TF1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV227048(NAD 83)
 TF1873_MARKER: I = METAL ROD
 TF1873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1873_SP_SET: STAINLESS STEEL ROD
 TF1873_STAMPING: K 475 1982
 TF1873_MARK LOGO: NGS   
 TF1873_PROJECTION: FLUSH
 TF1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1873_ROD/PIPE-DEPTH: 9.7  meters
 TF1873
 TF1873  HISTORY     - Date     Condition        Report By
 TF1873  HISTORY     - 1982     MONUMENTED       NGS
 TF1873
 TF1873                          STATION DESCRIPTION
 TF1873
 TF1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1873'1.6 KM (1.0 MI) SOUTH FROM DUNSEITH.
 TF1873'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 TF1873'HIGHWAY 5 SOUTHEAST OF DUNSEITH, AT A SECTION LINE ROAD, 36.6 METERS
 TF1873'(120.0 FT) NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX, 23.8 METERS
 TF1873'(78.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD, 23.0 METERS (75.5 FT)
 TF1873'WEST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FT) NORTH OF
 TF1873'A CORNER FENCE POST, AND 0.5 METER (1.5 FT) EAST OF A TELEPHONE POLE
 TF1873'WITH LINE CROSSING THE HIGHWAY.
 TF1873'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1873'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1944 ***********************************************************************
 TF1944  DESIGNATION -  K 476
 TF1944  PID         -  TF1944
 TF1944  STATE/COUNTY-  ND/MCHENRY
 TF1944  USGS QUAD   -  TOWNER SE (1954)
 TF1944
 TF1944                         *CURRENT SURVEY CONTROL
 TF1944  ___________________________________________________________________
 TF1944* NAD 83(1986)-  48 21 21.     (N)    100 16 48.     (W)     SCALED    
 TF1944* NAVD 88     -       454.895  (meters)    1492.43   (feet)  ADJUSTED  
 TF1944  ___________________________________________________________________
 TF1944  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF1944  DYNAMIC HT  -         454.988 (meters)    1492.74  (feet)  COMP
 TF1944  MODELED GRAV-     980,800.5   (mgal)                       NAVD 88
 TF1944
 TF1944  VERT ORDER  -  FIRST     CLASS II
 TF1944
 TF1944.The horizontal coordinates were scaled from a topographic map and have
 TF1944.an estimated accuracy of +/- 6 seconds.
 TF1944
 TF1944.The orthometric height was determined by differential leveling
 TF1944.and adjusted by the National Geodetic Survey in June 1991..
 TF1944
 TF1944.The geoid height was determined by GEOID03.
 TF1944
 TF1944.The dynamic height is computed by dividing the NAVD 88
 TF1944.geopotential number by the normal gravity value computed on the
 TF1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1944.degrees latitude (g = 980.6199 gals.).
 TF1944
 TF1944.The modeled gravity was interpolated from observed gravity values.
 TF1944
 TF1944;                    North         East    Units  Estimated Accuracy
 TF1944;SPC ND N     -   150,770.      616,300.      MT  (+/- 180 meters Scaled)
 TF1944
 TF1944                          SUPERSEDED SURVEY CONTROL
 TF1944
 TF1944.No superseded survey control is available for this station.
 TF1944
 TF1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU051566(NAD 83)
 TF1944_MARKER: I = METAL ROD
 TF1944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1944_SP_SET: STAINLESS STEEL ROD
 TF1944_STAMPING: K 476 1982
 TF1944_MARK LOGO: NGS   
 TF1944_PROJECTION: FLUSH
 TF1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1944_ROD/PIPE-DEPTH: 9.7  meters
 TF1944
 TF1944  HISTORY     - Date     Condition        Report By
 TF1944  HISTORY     - 1982     MONUMENTED       NGS
 TF1944
 TF1944                          STATION DESCRIPTION
 TF1944
 TF1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1944'10.0 KM (6.2 MI) EAST FROM TOWNER.
 TF1944'10.0 KM (6.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1944'ROUTE 14 NORTH IN TOWNER, AT A SECTION LINE ROAD, 0.3 METER (1.0 FT)
 TF1944'SOUTH OF A FENCE, 1.6 METERS (5.5 FT) SOUTH OF A POWERLINE POLE,
 TF1944'30.1 METERS (99.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TF1944'42.3 METERS (139.0 FT) EAST OF A CORNER FENCE POST, AND 50.2 METERS
 TF1944'(165.0 FT) EAST OF THE CENTER OF A FIELD ROAD.
 TF1944'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1944'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0859 ***********************************************************************
 TD0859  DESIGNATION -  K 477
 TD0859  PID         -  TD0859
 TD0859  STATE/COUNTY-  ND/NELSON
 TD0859  USGS QUAD   -  FORDVILLE SW (1971)
 TD0859
 TD0859                         *CURRENT SURVEY CONTROL
 TD0859  ___________________________________________________________________
 TD0859* NAD 83(1986)-  48 00 21.     (N)    097 53 34.     (W)     SCALED    
 TD0859* NAVD 88     -       442.588  (meters)    1452.06   (feet)  ADJUSTED  
 TD0859  ___________________________________________________________________
 TD0859  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 TD0859  DYNAMIC HT  -         442.662 (meters)    1452.30  (feet)  COMP
 TD0859  MODELED GRAV-     980,764.8   (mgal)                       NAVD 88
 TD0859
 TD0859  VERT ORDER  -  FIRST     CLASS II
 TD0859
 TD0859.The horizontal coordinates were scaled from a topographic map and have
 TD0859.an estimated accuracy of +/- 6 seconds.
 TD0859
 TD0859.The orthometric height was determined by differential leveling
 TD0859.and adjusted by the National Geodetic Survey in June 1991..
 TD0859
 TD0859.The geoid height was determined by GEOID03.
 TD0859
 TD0859.The dynamic height is computed by dividing the NAVD 88
 TD0859.geopotential number by the normal gravity value computed on the
 TD0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0859.degrees latitude (g = 980.6199 gals.).
 TD0859
 TD0859.The modeled gravity was interpolated from observed gravity values.
 TD0859
 TD0859;                    North         East    Units  Estimated Accuracy
 TD0859;SPC ND N     -   115,120.      794,490.      MT  (+/- 180 meters Scaled)
 TD0859
 TD0859                          SUPERSEDED SURVEY CONTROL
 TD0859
 TD0859.No superseded survey control is available for this station.
 TD0859
 TD0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU825175(NAD 83)
 TD0859_MARKER: I = METAL ROD
 TD0859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TD0859_SP_SET: STAINLESS STEEL ROD
 TD0859_STAMPING: K 477 1982
 TD0859_MARK LOGO: NGS   
 TD0859_PROJECTION: FLUSH
 TD0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0859_ROD/PIPE-DEPTH: 7.3  meters
 TD0859
 TD0859  HISTORY     - Date     Condition        Report By
 TD0859  HISTORY     - 1982     MONUMENTED       NGS
 TD0859
 TD0859                          STATION DESCRIPTION
 TD0859
 TD0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0859'8.4 KM (5.2 MI) EAST FROM PETERSBURG.
 TD0859'8.4 KM (5.2 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TD0859'ROAD 5 IN PETERSBURG, 30.1 METERS (98.8 FT) NORTH OF THE CENTERLINE OF
 TD0859'THE HIGHWAY, 9.4 METERS (30.85 FT) EAST OF THE SOUTHWEST CORNER POST
 TD0859'OF PROPERTY LINE, 0.9 METER (2.9 FT) WEST OF A POWERLINE POLE WITH 2
 TD0859'GUY WIRES, AND 0.3 METER (1.0 FT) SOUTH OF THE FENCE LINE.
 TD0859'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TD0859'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1574 ***********************************************************************
 TE1574  FBN         -  This is a Federal Base Network Control Station.
 TE1574  DESIGNATION -  K 478
 TE1574  PID         -  TE1574
 TE1574  STATE/COUNTY-  ND/RAMSEY
 TE1574  USGS QUAD   -  DEVILS LAKE (1994)
 TE1574
 TE1574                         *CURRENT SURVEY CONTROL
 TE1574  ___________________________________________________________________
 TE1574* NAD 83(1996)-  48 03 52.51467(N)    098 46 58.67343(W)     ADJUSTED  
 TE1574* NAVD 88     -       450.140  (meters)    1476.83   (feet)  ADJUSTED  
 TE1574  ___________________________________________________________________
 TE1574  X           -    -652,096.118 (meters)                     COMP
 TE1574  Y           -  -4,220,584.460 (meters)                     COMP
 TE1574  Z           -   4,721,995.763 (meters)                     COMP
 TE1574  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 TE1574  ELLIP HEIGHT-         426.21  (meters)          (04/07/03) GPS OBS
 TE1574  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 TE1574  DYNAMIC HT  -         450.217 (meters)    1477.09  (feet)  COMP
 TE1574  MODELED GRAV-     980,768.4   (mgal)                       NAVD 88
 TE1574
 TE1574  HORZ ORDER  -  B
 TE1574  VERT ORDER  -  FIRST     CLASS II
 TE1574  ELLP ORDER  -  THIRD     CLASS II
 TE1574
 TE1574.The horizontal coordinates were established by GPS observations
 TE1574.and adjusted by the National Geodetic Survey in August 1997..
 TE1574
 TE1574.The orthometric height was determined by differential leveling
 TE1574.and adjusted by the National Geodetic Survey in June 1991..
 TE1574
 TE1574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE1574
 TE1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1574
 TE1574.The ellipsoidal height was determined by GPS observations
 TE1574.and is referenced to NAD 83.
 TE1574
 TE1574.The geoid height was determined by GEOID03.
 TE1574
 TE1574.The dynamic height is computed by dividing the NAVD 88
 TE1574.geopotential number by the normal gravity value computed on the
 TE1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1574.degrees latitude (g = 980.6199 gals.).
 TE1574
 TE1574.The modeled gravity was interpolated from observed gravity values.
 TE1574
 TE1574;                    North         East     Units Scale Factor Converg.
 TE1574;SPC ND N     -   119,788.444   727,955.530   MT  0.99993590   +1 16 39.7
 TE1574;SPC ND N     -   393,006.71  2,388,305.54   iFT  0.99993590   +1 16 39.7
 TE1574;UTM  14      - 5,323,501.669   516,169.625   MT  0.99960321   +0 09 41.2
 TE1574
 TE1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1574!SPC ND N     -   0.99993320  x   0.99993590  =   0.99986911
 TE1574!UTM  14      -   0.99993320  x   0.99960321  =   0.99953644
 TE1574
 TE1574                          SUPERSEDED SURVEY CONTROL
 TE1574
 TE1574  ELLIP H (08/29/97)  426.24   (m)                       GP(       ) 3 2
 TE1574  NAVD 88 (08/29/97)  450.14   (m)         1476.8    (f) LEVELING    3  
 TE1574
 TE1574.Superseded values are not recommended for survey control.
 TE1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1574.See file dsdata.txt to determine how the superseded data were derived.
 TE1574
 TE1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1617023502(NAD 83)
 TE1574_MARKER: DB = BENCH MARK DISK
 TE1574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1574_SP_SET: STAINLESS STEEL ROD
 TE1574_STAMPING: K 478 1982
 TE1574_MARK LOGO: NGS   
 TE1574_PROJECTION: FLUSH
 TE1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1574+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 TE1574_ROD/PIPE-DEPTH: 6.0  meters
 TE1574
 TE1574  HISTORY     - Date     Condition        Report By
 TE1574  HISTORY     - 1982     MONUMENTED       NGS
 TE1574  HISTORY     - 19961003 GOOD             NGS
 TE1574  HISTORY     - 19990616 GOOD             NDWC
 TE1574  HISTORY     - 20020520 GOOD             NGS
 TE1574
 TE1574                          STATION DESCRIPTION
 TE1574
 TE1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1574'8.0 KM (5.0 MI) SE FROM DEVILS LAKE.
 TE1574'8.0 KM (5.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1574'STATE HIGHWAY 20 IN DEVILS LAKE, 63.3 METERS (208.0 FT) NORTH OF THE
 TE1574'CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 13.1 METERS (43.0 FT)
 TE1574'WEST OF THE CENTER OF A COUNTRY ROAD, 11.8 METERS (39.0 FT) EAST OF A
 TE1574'BURIED TELEPHONE CABLE BOX, AND 0.8 METER (2.5 FT) WEST OF A RIGHT OF
 TE1574'WAY MARKER.
 TE1574'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1574'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 TE1574
 TE1574                          STATION RECOVERY (1996)
 TE1574
 TE1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 TE1574'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST-SOUTHEAST OF DEVILS
 TE1574'LAKE, IN THE NORTH QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 2 AND AN
 TE1574'EAST-WEST SECTION LINE ROAD, ON THE RIGHT-OF-WAY ALONG THE NORTHEAST
 TE1574'SIDE OF THE HIGHWAY 2.  OWNERSHIP -- NORTH DAKOTA DEPARTMENT OF
 TE1574'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE1574'STATE HIGHWAY 19 ON THE NORTHWEST SIDE OF DEVILS LAKE, GO SOUTH AND
 TE1574'SOUTHEAST ON HIGHWAY 2 FOR 8.93 KM (5.55 MI) TO A PAVED CROSSOVER ON
 TE1574'THE LEFT.  TURN LEFT, EAST CROSSING THE NORTHWEST-BOUND LANES AND ON A
 TE1574'GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT. THE
 TE1574'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD ENCASED IN
 TE1574'A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 TE1574'WITH THE GROUND.  IT IS 51.3 M (168.3 FT) NORTHEAST OF THE CENTER OF
 TE1574'THE NORTHWEST-BOUND LANES OF THE HIGHWAY, 51.5 M (169.0 FT) SOUTHWEST
 TE1574'OF THE SOUTHWEST ONE OF TWO POWER POLES, 19.6 M (64.3 FT) NORTH OF THE
 TE1574'GRAVEL ROAD CENTER, 0.7 M (2.3 FT) NORTH-NORTHWEST OF A 1 M (3.3 FT)
 TE1574'TALL CONCRETE RIGHT-OF-WAY POST AND 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF
 TE1574'A FIBERGLASS WITNESS POST.
 TE1574
 TE1574                          STATION RECOVERY (1999)
 TE1574
 TE1574'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE1574'RECOVERED IN GOOD CONDITION.
 TE1574
 TE1574                          STATION RECOVERY (2002)
 TE1574
 TE1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 TE1574'RECOVERED AS DESCRIBED.
 TE1574'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1628 ***********************************************************************
 TE1628  DESIGNATION -  K 479
 TE1628  PID         -  TE1628
 TE1628  STATE/COUNTY-  ND/BENSON
 TE1628  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1628
 TE1628                         *CURRENT SURVEY CONTROL
 TE1628  ___________________________________________________________________
 TE1628* NAD 83(1986)-  48 16 17.     (N)    099 13 15.     (W)     SCALED    
 TE1628* NAVD 88     -       445.260  (meters)    1460.82   (feet)  ADJUSTED  
 TE1628  ___________________________________________________________________
 TE1628  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 TE1628  DYNAMIC HT  -         445.341 (meters)    1461.09  (feet)  COMP
 TE1628  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 TE1628
 TE1628  VERT ORDER  -  FIRST     CLASS II
 TE1628
 TE1628.The horizontal coordinates were scaled from a topographic map and have
 TE1628.an estimated accuracy of +/- 6 seconds.
 TE1628
 TE1628.The orthometric height was determined by differential leveling
 TE1628.and adjusted by the National Geodetic Survey in June 1991..
 TE1628
 TE1628.The geoid height was determined by GEOID03.
 TE1628
 TE1628.The dynamic height is computed by dividing the NAVD 88
 TE1628.geopotential number by the normal gravity value computed on the
 TE1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1628.degrees latitude (g = 980.6199 gals.).
 TE1628
 TE1628.The modeled gravity was interpolated from observed gravity values.
 TE1628
 TE1628;                    North         East    Units  Estimated Accuracy
 TE1628;SPC ND N     -   142,140.      694,950.      MT  (+/- 180 meters Scaled)
 TE1628
 TE1628                          SUPERSEDED SURVEY CONTROL
 TE1628
 TE1628  NGVD 29 (04/23/90)  444.892  (m)         1459.62   (f) ADJUSTED    1 2
 TE1628
 TE1628.Superseded values are not recommended for survey control.
 TE1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1628.See file dsdata.txt to determine how the superseded data were derived.
 TE1628
 TE1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU836464(NAD 83)
 TE1628_MARKER: I = METAL ROD
 TE1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1628_SP_SET: STAINLESS STEEL ROD
 TE1628_STAMPING: K 479 1982
 TE1628_MARK LOGO: NGS   
 TE1628_PROJECTION: FLUSH
 TE1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1628_ROD/PIPE-DEPTH: 6.1  meters
 TE1628
 TE1628  HISTORY     - Date     Condition        Report By
 TE1628  HISTORY     - 1982     MONUMENTED       NGS
 TE1628
 TE1628                          STATION DESCRIPTION
 TE1628
 TE1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1628'1.9 KM (1.2 MI) WEST FROM CHURCHS FERRY.
 TE1628'AT THE INTERSECTION OF U.S. HIGHWAYS 2 AND 281 WHICH IS WEST OF
 TE1628'CHURCHS FERRY, NEAR AN AMOCO SERVICE STATION AND RESTAURANT, ABOUT 100
 TE1628'YARDS EAST OF U.S. HIGHWAY 281, 62.6 METERS (205.3 FT) NORTH OF THE
 TE1628'CENTERLINE OF HIGHWAY 2, 21.3 METERS (70.0 FT) NORTHEAST OF THE
 TE1628'SOUTHEAST CORNER OF THE SERVICE STATION AND RESTAURANT, 19.3 METERS
 TE1628'(63.5 FT) EAST OF THE NORTHEAST CORNER OF THE SERVICE STATION AND
 TE1628'RESTAURANT, AND 0.6 METER (2.0 FT) WEST OF A LIGHT POLE.
 TE1628'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1628'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0436 ***********************************************************************
 SL0436  DESIGNATION -  K 48
 SL0436  PID         -  SL0436
 SL0436  STATE/COUNTY-  ND/TRAILL
 SL0436  USGS QUAD   -  BUXTON (1971)
 SL0436
 SL0436                         *CURRENT SURVEY CONTROL
 SL0436  ___________________________________________________________________
 SL0436* NAD 83(1986)-  47 32 29.     (N)    097 05 09.     (W)     SCALED    
 SL0436* NAVD 88     -       286.676  (meters)     940.54   (feet)  ADJUSTED  
 SL0436  ___________________________________________________________________
 SL0436  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 SL0436  DYNAMIC HT  -         286.715 (meters)     940.66  (feet)  COMP
 SL0436  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 SL0436
 SL0436  VERT ORDER  -  SECOND    CLASS 0
 SL0436
 SL0436.The horizontal coordinates were scaled from a topographic map and have
 SL0436.an estimated accuracy of +/- 6 seconds.
 SL0436
 SL0436.The orthometric height was determined by differential leveling
 SL0436.and adjusted by the National Geodetic Survey in June 1991..
 SL0436
 SL0436.The geoid height was determined by GEOID03.
 SL0436
 SL0436.The dynamic height is computed by dividing the NAVD 88
 SL0436.geopotential number by the normal gravity value computed on the
 SL0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0436.degrees latitude (g = 980.6199 gals.).
 SL0436
 SL0436.The modeled gravity was interpolated from observed gravity values.
 SL0436
 SL0436;                    North         East    Units  Estimated Accuracy
 SL0436;SPC ND N     -    65,890.      856,940.      MT  (+/- 180 meters Scaled)
 SL0436
 SL0436                          SUPERSEDED SURVEY CONTROL
 SL0436
 SL0436  NGVD 29 (??/??/92)  286.320  (m)          939.37   (f) ADJ UNCH    2 0
 SL0436
 SL0436.Superseded values are not recommended for survey control.
 SL0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0436.See file dsdata.txt to determine how the superseded data were derived.
 SL0436
 SL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT440671(NAD 83)
 SL0436_MARKER: DB = BENCH MARK DISK
 SL0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0436_STAMPING: K-48 1934
 SL0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0436+STABILITY: SURFACE MOTION
 SL0436
 SL0436  HISTORY     - Date     Condition        Report By
 SL0436  HISTORY     - 1934     MONUMENTED       CGS
 SL0436  HISTORY     - 1970     MARK NOT FOUND   USGS
 SL0436
 SL0436                          STATION DESCRIPTION
 SL0436
 SL0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0436'1.8 MI N FROM CUMMINGS.
 SL0436'1.8 MILES NORTH OF DEPOT AT CUMMINGS.  ALONG GREAT NORTHERN RAILROAD 4
 SL0436'POLES SOUTH OF MILEPOST NO. 72 AT PUBLIC CROSSING.  SET IN POST 1 FOOT
 SL0436'BELOW RAIL LEVEL, 5 FEET NORTHEAST OF POLE, 39 FEET NORTH OF ROAD AND
 SL0436'60 FEET WEST OF CENTER LINE OF TRACK.  NOTE-- MARK MAY HAVE BEEN
 SL0436'COVERED OR DESTROYED DURING CONSTRUCTION OF I-29.
 SL0436
 SL0436                          STATION RECOVERY (1970)
 SL0436
 SL0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SL0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0992 ***********************************************************************
 SM0992  DESIGNATION -  K 480
 SM0992  PID         -  SM0992
 SM0992  STATE/COUNTY-  ND/BENSON
 SM0992  USGS QUAD   -  CROW HILL (1975)
 SM0992
 SM0992                         *CURRENT SURVEY CONTROL
 SM0992  ___________________________________________________________________
 SM0992* NAD 83(1986)-  47 56 04.     (N)    099 07 30.     (W)     SCALED    
 SM0992* NAVD 88     -       462.374  (meters)    1516.97   (feet)  ADJUSTED  
 SM0992  ___________________________________________________________________
 SM0992  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SM0992  DYNAMIC HT  -         462.442 (meters)    1517.20  (feet)  COMP
 SM0992  MODELED GRAV-     980,744.0   (mgal)                       NAVD 88
 SM0992
 SM0992  VERT ORDER  -  FIRST     CLASS II
 SM0992
 SM0992.The horizontal coordinates were scaled from a topographic map and have
 SM0992.an estimated accuracy of +/- 6 seconds.
 SM0992
 SM0992.The orthometric height was determined by differential leveling
 SM0992.and adjusted by the National Geodetic Survey in June 1991..
 SM0992
 SM0992.The geoid height was determined by GEOID03.
 SM0992
 SM0992.The dynamic height is computed by dividing the NAVD 88
 SM0992.geopotential number by the normal gravity value computed on the
 SM0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0992.degrees latitude (g = 980.6199 gals.).
 SM0992
 SM0992.The modeled gravity was interpolated from observed gravity values.
 SM0992
 SM0992;                    North         East    Units  Estimated Accuracy
 SM0992;SPC ND N     -   104,810.      702,730.      MT  (+/- 180 meters Scaled)
 SM0992
 SM0992                          SUPERSEDED SURVEY CONTROL
 SM0992
 SM0992  NGVD 29 (04/23/90)  461.992  (m)         1515.72   (f) ADJUSTED    1 2
 SM0992
 SM0992.Superseded values are not recommended for survey control.
 SM0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0992.See file dsdata.txt to determine how the superseded data were derived.
 SM0992
 SM0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU906090(NAD 83)
 SM0992_MARKER: I = METAL ROD
 SM0992_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0992_SP_SET: STAINLESS STEEL ROD
 SM0992_STAMPING: K 480 1982
 SM0992_MARK LOGO: NGS   
 SM0992_PROJECTION: FLUSH
 SM0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0992_ROD/PIPE-DEPTH: 5.48 meters
 SM0992
 SM0992  HISTORY     - Date     Condition        Report By
 SM0992  HISTORY     - 1982     MONUMENTED       NGS
 SM0992
 SM0992                          STATION DESCRIPTION
 SM0992
 SM0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0992'12.2 KM (7.6 MI) NORTH FROM SHEYENNE.
 SM0992'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0992'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 12.1 KM (7.55 MI)
 SM0992'NORTH ON U.S. HIGHWAY 281 TO A SIDE ROAD (EAST) AND THE MARK,
 SM0992'37.5 METERS (123.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SM0992'34.1 METERS (112.0 FT) SOUTH OF THE CENTER OF THE SIDE ROAD, AND
 SM0992'0.8 METER (2.5 FT) SOUTH OF A POWERLINE POLE.
 SM0992'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM0992'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1014 ***********************************************************************
 SM1014  DESIGNATION -  K 481
 SM1014  PID         -  SM1014
 SM1014  STATE/COUNTY-  ND/EDDY
 SM1014  USGS QUAD   -  NEW ROCKFORD NE (1986)
 SM1014
 SM1014                         *CURRENT SURVEY CONTROL
 SM1014  ___________________________________________________________________
 SM1014* NAD 83(1986)-  47 37 42.     (N)    099 07 03.     (W)     SCALED    
 SM1014* NAVD 88     -       465.739  (meters)    1528.01   (feet)  ADJUSTED  
 SM1014  ___________________________________________________________________
 SM1014  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 SM1014  DYNAMIC HT  -         465.786 (meters)    1528.17  (feet)  COMP
 SM1014  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SM1014
 SM1014  VERT ORDER  -  FIRST     CLASS II
 SM1014
 SM1014.The horizontal coordinates were scaled from a topographic map and have
 SM1014.an estimated accuracy of +/- 6 seconds.
 SM1014
 SM1014.The orthometric height was determined by differential leveling
 SM1014.and adjusted by the National Geodetic Survey in June 1991..
 SM1014
 SM1014.The geoid height was determined by GEOID03.
 SM1014
 SM1014.The dynamic height is computed by dividing the NAVD 88
 SM1014.geopotential number by the normal gravity value computed on the
 SM1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1014.degrees latitude (g = 980.6199 gals.).
 SM1014
 SM1014.The modeled gravity was interpolated from observed gravity values.
 SM1014
 SM1014;                    North         East    Units  Estimated Accuracy
 SM1014;SPC ND N     -    70,790.      703,900.      MT  (+/- 180 meters Scaled)
 SM1014
 SM1014                          SUPERSEDED SURVEY CONTROL
 SM1014
 SM1014  NGVD 29 (04/23/90)  465.355  (m)         1526.75   (f) ADJUSTED    1 2
 SM1014
 SM1014.Superseded values are not recommended for survey control.
 SM1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1014.See file dsdata.txt to determine how the superseded data were derived.
 SM1014
 SM1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT911749(NAD 83)
 SM1014_MARKER: I = METAL ROD
 SM1014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1014_SP_SET: STAINLESS STEEL ROD
 SM1014_STAMPING: K 481 1982
 SM1014_MARK LOGO: NGS   
 SM1014_PROJECTION: RECESSED 4 CENTIMETERS
 SM1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1014_ROD/PIPE-DEPTH: 7.6  meters
 SM1014
 SM1014  HISTORY     - Date     Condition        Report By
 SM1014  HISTORY     - 1982     MONUMENTED       NGS
 SM1014
 SM1014                          STATION DESCRIPTION
 SM1014
 SM1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1014'7.1 KM (4.4 MI) SOUTH FROM NEW ROCKFORD.
 SM1014'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1014'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 6.2 KM (3.85 MI)
 SM1014'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT THE THIRD POWER POLE
 SM1014'SOUTH OF A GRAVEL ROAD CROSSING, 23.77 METERS (78.0 FT) WEST OF THE
 SM1014'CENTERLINE OF THE HIGHWAY, 7.62 METERS (25.0 FT) SOUTH OF A
 SM1014'RIGHT-OF-WAY MARKER, AND 1.37 METERS (4.5 FT) NORTH OF A POWERLINE
 SM1014'POLE.
 SM1014'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SM1014'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1039 ***********************************************************************
 SM1039  DESIGNATION -  K 482
 SM1039  PID         -  SM1039
 SM1039  STATE/COUNTY-  ND/STUTSMAN
 SM1039  USGS QUAD   -  BORDULAC SW (1951)
 SM1039
 SM1039                         *CURRENT SURVEY CONTROL
 SM1039  ___________________________________________________________________
 SM1039* NAD 83(1986)-  47 15 20.     (N)    098 58 29.     (W)     SCALED    
 SM1039* NAVD 88     -       489.475  (meters)    1605.89   (feet)  ADJUSTED  
 SM1039  ___________________________________________________________________
 SM1039  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SM1039  DYNAMIC HT  -         489.513 (meters)    1606.01  (feet)  COMP
 SM1039  MODELED GRAV-     980,673.7   (mgal)                       NAVD 88
 SM1039
 SM1039  VERT ORDER  -  FIRST     CLASS II
 SM1039
 SM1039.The horizontal coordinates were scaled from a topographic map and have
 SM1039.an estimated accuracy of +/- 6 seconds.
 SM1039
 SM1039.The orthometric height was determined by differential leveling
 SM1039.and adjusted by the National Geodetic Survey in June 1991..
 SM1039
 SM1039.The geoid height was determined by GEOID03.
 SM1039
 SM1039.The dynamic height is computed by dividing the NAVD 88
 SM1039.geopotential number by the normal gravity value computed on the
 SM1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1039.degrees latitude (g = 980.6199 gals.).
 SM1039
 SM1039.The modeled gravity was interpolated from observed gravity values.
 SM1039
 SM1039;                    North         East    Units  Estimated Accuracy
 SM1039;SPC ND S     -   177,740.      715,440.      MT  (+/- 180 meters Scaled)
 SM1039
 SM1039                          SUPERSEDED SURVEY CONTROL
 SM1039
 SM1039  NGVD 29 (04/23/90)  489.086  (m)         1604.61   (f) ADJUSTED    1 2
 SM1039
 SM1039.Superseded values are not recommended for survey control.
 SM1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1039.See file dsdata.txt to determine how the superseded data were derived.
 SM1039
 SM1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT019335(NAD 83)
 SM1039_MARKER: I = METAL ROD
 SM1039_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1039_SP_SET: STAINLESS STEEL ROD
 SM1039_STAMPING: K 482 1982
 SM1039_MARK LOGO: NGS   
 SM1039_PROJECTION: FLUSH
 SM1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1039_ROD/PIPE-DEPTH: 7.3  meters
 SM1039
 SM1039  HISTORY     - Date     Condition        Report By
 SM1039  HISTORY     - 1982     MONUMENTED       NGS
 SM1039
 SM1039                          STATION DESCRIPTION
 SM1039
 SM1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1039'10.9 KM (6.8 MI) NW FROM PINGREE.
 SM1039'10.9 KM (6.8 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1039'STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, AT A SECTION LINE ROAD,
 SM1039'39.32 METERS (129.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 SM1039'28.04 METERS (92.0 FT) WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL
 SM1039'ROAD, 17.07 METERS (56.0 FT) NORTH OF THE CENTER OF AN EAST-WEST
 SM1039'GRAVEL ROAD, 6.55 METERS (21.5 FT) WEST OF POWERLINE POLE GUY WIRE,
 SM1039'AND 0.91 METERS (3.0 FT) WEST OF A POWERLINE POLE WITH A GUY WIRE
 SM1039'ATTACHED.
 SM1039'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM1039'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0434 ***********************************************************************
 RQ0434  DESIGNATION -  K 483
 RQ0434  PID         -  RQ0434
 RQ0434  STATE/COUNTY-  ND/STUTSMAN
 RQ0434  USGS QUAD   -  JAMESTOWN (1990)
 RQ0434
 RQ0434                         *CURRENT SURVEY CONTROL
 RQ0434  ___________________________________________________________________
 RQ0434* NAD 83(1986)-  46 54 03.     (N)    098 42 30.     (W)     SCALED    
 RQ0434* NAVD 88     -       428.572  (meters)    1406.07   (feet)  ADJUSTED  
 RQ0434  ___________________________________________________________________
 RQ0434  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 RQ0434  DYNAMIC HT  -         428.590 (meters)    1406.13  (feet)  COMP
 RQ0434  MODELED GRAV-     980,644.0   (mgal)                       NAVD 88
 RQ0434
 RQ0434  VERT ORDER  -  FIRST     CLASS II
 RQ0434
 RQ0434.The horizontal coordinates were scaled from a topographic map and have
 RQ0434.an estimated accuracy of +/- 6 seconds.
 RQ0434
 RQ0434.The orthometric height was determined by differential leveling
 RQ0434.and adjusted by the National Geodetic Survey in June 1991..
 RQ0434
 RQ0434.The geoid height was determined by GEOID03.
 RQ0434
 RQ0434.The dynamic height is computed by dividing the NAVD 88
 RQ0434.geopotential number by the normal gravity value computed on the
 RQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0434.degrees latitude (g = 980.6199 gals.).
 RQ0434
 RQ0434.The modeled gravity was interpolated from observed gravity values.
 RQ0434
 RQ0434;                    North         East    Units  Estimated Accuracy
 RQ0434;SPC ND S     -   138,740.      736,500.      MT  (+/- 180 meters Scaled)
 RQ0434
 RQ0434                          SUPERSEDED SURVEY CONTROL
 RQ0434
 RQ0434  NGVD 29 (04/23/90)  428.194  (m)         1404.83   (f) ADJUSTED    1 2
 RQ0434
 RQ0434.Superseded values are not recommended for survey control.
 RQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0434.See file dsdata.txt to determine how the superseded data were derived.
 RQ0434
 RQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS222941(NAD 83)
 RQ0434_MARKER: I = METAL ROD
 RQ0434_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0434_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0434_STAMPING: K 483 1982
 RQ0434_MARK LOGO: NGS   
 RQ0434_PROJECTION: RECESSED 2 CENTIMETERS
 RQ0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0434+STABILITY: POSITION/ELEVATION WELL
 RQ0434_ROD/PIPE-DEPTH: 21.9 meters
 RQ0434_SLEEVE-DEPTH  : 9.1 meters
 RQ0434
 RQ0434  HISTORY     - Date     Condition        Report By
 RQ0434  HISTORY     - 1982     MONUMENTED       NGS
 RQ0434  HISTORY     - 1982     GOOD             NGS
 RQ0434  HISTORY     - 1982     GOOD             NGS
 RQ0434
 RQ0434                          STATION DESCRIPTION
 RQ0434
 RQ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0434'IN JAMESTOWN.
 RQ0434'IN JAMESTOWN, AT THE SAINT JAMES CATHOLIC CHURCH, BETWEEN 6TH STREET
 RQ0434'AND 7TH STREET SOUTHWEST, ON U.S. HIGHWAY 281 (FIRST AVENUE SOUTH),
 RQ0434'47.85 METERS (157.0 FT) SOUTH OF THE CENTERLINE OF 6TH STREET
 RQ0434'SOUTHWEST, 16.46 METERS (54.0 FT) EAST OF THE CENTERLINE OF THE
 RQ0434'HIGHWAY, 15.24 METERS (50.0 FT) SOUTH OF THE EXTENDED CENTER OF THE
 RQ0434'MAIN ENTRANCE TO THE CHURCH, 1.80 METERS (5.9 FT) SOUTH-SOUTHEAST OF
 RQ0434'THE NORTHEAST CORNER OF A ROCK MONUMENT IN FRONT OF THE CHURCH, AND
 RQ0434'1.22 METERS (4.0 FT) EAST OF THE EAST EDGE OF A ROCK MONUMENT.
 RQ0434'THE MARK IS 0.6 M ABOVE AVENUE.
 RQ0434
 RQ0434                          STATION RECOVERY (1982)
 RQ0434
 RQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0434'RECOVERED IN GOOD CONDITION.
 RQ0434
 RQ0434                          STATION RECOVERY (1982)
 RQ0434
 RQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0471 ***********************************************************************
 RQ0471  DESIGNATION -  K 484
 RQ0471  PID         -  RQ0471
 RQ0471  STATE/COUNTY-  ND/KIDDER
 RQ0471  USGS QUAD   -  CRYSTAL SPRINGS (1975)
 RQ0471
 RQ0471                         *CURRENT SURVEY CONTROL
 RQ0471  ___________________________________________________________________
 RQ0471* NAD 83(1986)-  46 52 51.     (N)    099 29 20.     (W)     SCALED    
 RQ0471* NAVD 88     -       548.162  (meters)    1798.43   (feet)  ADJUSTED  
 RQ0471  ___________________________________________________________________
 RQ0471  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 RQ0471  DYNAMIC HT  -         548.178 (meters)    1798.48  (feet)  COMP
 RQ0471  MODELED GRAV-     980,625.4   (mgal)                       NAVD 88
 RQ0471
 RQ0471  VERT ORDER  -  FIRST     CLASS II
 RQ0471
 RQ0471.The horizontal coordinates were scaled from a topographic map and have
 RQ0471.an estimated accuracy of +/- 6 seconds.
 RQ0471
 RQ0471.The orthometric height was determined by differential leveling
 RQ0471.and adjusted by the National Geodetic Survey in June 1991..
 RQ0471
 RQ0471.The geoid height was determined by GEOID03.
 RQ0471
 RQ0471.The dynamic height is computed by dividing the NAVD 88
 RQ0471.geopotential number by the normal gravity value computed on the
 RQ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0471.degrees latitude (g = 980.6199 gals.).
 RQ0471
 RQ0471.The modeled gravity was interpolated from observed gravity values.
 RQ0471
 RQ0471;                    North         East    Units  Estimated Accuracy
 RQ0471;SPC ND S     -   135,460.      677,070.      MT  (+/- 180 meters Scaled)
 RQ0471
 RQ0471                          SUPERSEDED SURVEY CONTROL
 RQ0471
 RQ0471.No superseded survey control is available for this station.
 RQ0471
 RQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS627920(NAD 83)
 RQ0471_MARKER: I = METAL ROD
 RQ0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0471_SP_SET: STAINLESS STEEL ROD
 RQ0471_STAMPING: K 484 1982
 RQ0471_MARK LOGO: NGS   
 RQ0471_PROJECTION: FLUSH
 RQ0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0471_ROD/PIPE-DEPTH: 12.1 meters
 RQ0471
 RQ0471  HISTORY     - Date     Condition        Report By
 RQ0471  HISTORY     - 1982     MONUMENTED       NGS
 RQ0471
 RQ0471                          STATION DESCRIPTION
 RQ0471
 RQ0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0471'12.3 KM (7.65 MI) EAST FROM TAPPEN.
 RQ0471'0.7 KM (0.45 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0471'NORTHERN PACIFIC RAILROAD IN TAPPEN, THENCE 11.6 KM (7.2 MI) EAST
 RQ0471'ALONG INTERSTATE HIGHWAY 94, 0.46 METERS (1.5 FT) SOUTH OF A RIGHT OF
 RQ0471'WAY FENCE, 0.91 METERS (3.0 FT) WEST-SOUTHWEST OF A BRACED METAL FENCE
 RQ0471'POST, 3.35 METERS (11.0 FT) WEST OF THE CENTER OF A WIRE GATE,
 RQ0471'7.32 METERS (24.0 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER,
 RQ0471'9.3 METERS (30.5 FT) WEST OF A UNDERGROUND CABLE WARNING SIGN,
 RQ0471'10.06 METERS (33.0 FT) EAST OF A POWERLINE POLE WITH LINES CROSSING
 RQ0471'THE INTERSTATE, AND 35.2 METERS (115.5 FT) NORTH OF THE CENTERLINE OF
 RQ0471'THE WESTBOUND LANES OF THE INTERSTATE.
 RQ0471'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0471'THE MARK IS 0.3 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0648 ***********************************************************************
 RR0648  DESIGNATION -  K 485
 RR0648  PID         -  RR0648
 RR0648  STATE/COUNTY-  ND/BURLEIGH
 RR0648  USGS QUAD   -  DRISCOLL (1975)
 RR0648
 RR0648                         *CURRENT SURVEY CONTROL
 RR0648  ___________________________________________________________________
 RR0648* NAD 83(1986)-  46 51 26.     (N)    100 13 29.     (W)     SCALED    
 RR0648* NAVD 88     -       599.556  (meters)    1967.04   (feet)  ADJUSTED  
 RR0648  ___________________________________________________________________
 RR0648  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 RR0648  DYNAMIC HT  -         599.567 (meters)    1967.08  (feet)  COMP
 RR0648  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0648
 RR0648  VERT ORDER  -  FIRST     CLASS II
 RR0648
 RR0648.The horizontal coordinates were scaled from a topographic map and have
 RR0648.an estimated accuracy of +/- 6 seconds.
 RR0648
 RR0648.The orthometric height was determined by differential leveling
 RR0648.and adjusted by the National Geodetic Survey in June 1991..
 RR0648
 RR0648.The geoid height was determined by GEOID03.
 RR0648
 RR0648.The dynamic height is computed by dividing the NAVD 88
 RR0648.geopotential number by the normal gravity value computed on the
 RR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0648.degrees latitude (g = 980.6199 gals.).
 RR0648
 RR0648.The modeled gravity was interpolated from observed gravity values.
 RR0648
 RR0648;                    North         East    Units  Estimated Accuracy
 RR0648;SPC ND S     -   132,380.      620,990.      MT  (+/- 180 meters Scaled)
 RR0648
 RR0648                          SUPERSEDED SURVEY CONTROL
 RR0648
 RR0648.No superseded survey control is available for this station.
 RR0648
 RR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS066900(NAD 83)
 RR0648_MARKER: DB = BENCH MARK DISK
 RR0648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0648_SP_SET: CONCRETE PIER
 RR0648_STAMPING: K 485 1982
 RR0648_MARK LOGO: NGS   
 RR0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0648
 RR0648  HISTORY     - Date     Condition        Report By
 RR0648  HISTORY     - 1982     MONUMENTED       NGS
 RR0648
 RR0648                          STATION DESCRIPTION
 RR0648
 RR0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0648'8.4 KM (5.2 MI) EAST FROM STERLING.
 RR0648'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 RR0648'BURLINGTON NORTHERN RAILROAD IN STERLING TO THE JUNCTION OF INTERSTATE
 RR0648'HIGHWAY 94, THENCE 6.0 KM (3.7 MI) EAST ALONG INTERSTATE HIGHWAY 94
 RR0648'AND SET IN THE NORTH FACE OF THE NORTHEAST PIER OF AN OVERPASS OVER
 RR0648'THE INTERSTATE, 22.6 METERS (74.0 FT) WEST OF THE EAST END OF THE
 RR0648'NORTHEAST GUARD RAIL, 8.6 KM (28.0 FT) NORTH OF THE CENTERLINE OF THE
 RR0648'WESTBOUND LANES, AND 16.8 METERS (55.0 FT) EAST OF MILE MARKER NUMBER
 RR0648'186.
 RR0648'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0662 ***********************************************************************
 RR0662  DESIGNATION -  K 486
 RR0662  PID         -  RR0662
 RR0662  STATE/COUNTY-  ND/BURLEIGH
 RR0662  USGS QUAD   -  MENOKEN (1975)
 RR0662
 RR0662                         *CURRENT SURVEY CONTROL
 RR0662  ___________________________________________________________________
 RR0662* NAD 83(1986)-  46 50 14.     (N)    100 31 09.     (W)     SCALED    
 RR0662* NAVD 88     -       525.856  (meters)    1725.25   (feet)  ADJUSTED  
 RR0662  ___________________________________________________________________
 RR0662  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 RR0662  DYNAMIC HT  -         525.864 (meters)    1725.27  (feet)  COMP
 RR0662  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RR0662
 RR0662  VERT ORDER  -  FIRST     CLASS II
 RR0662
 RR0662.The horizontal coordinates were scaled from a topographic map and have
 RR0662.an estimated accuracy of +/- 6 seconds.
 RR0662
 RR0662.The orthometric height was determined by differential leveling
 RR0662.and adjusted by the National Geodetic Survey in June 1991..
 RR0662
 RR0662.The geoid height was determined by GEOID03.
 RR0662
 RR0662.The dynamic height is computed by dividing the NAVD 88
 RR0662.geopotential number by the normal gravity value computed on the
 RR0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0662.degrees latitude (g = 980.6199 gals.).
 RR0662
 RR0662.The modeled gravity was interpolated from observed gravity values.
 RR0662
 RR0662;                    North         East    Units  Estimated Accuracy
 RR0662;SPC ND S     -   130,120.      598,540.      MT  (+/- 180 meters Scaled)
 RR0662
 RR0662                          SUPERSEDED SURVEY CONTROL
 RR0662
 RR0662.No superseded survey control is available for this station.
 RR0662
 RR0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS841881(NAD 83)
 RR0662_MARKER: I = METAL ROD
 RR0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0662_SP_SET: STAINLESS STEEL ROD
 RR0662_STAMPING: K 486 1982
 RR0662_MARK LOGO: NGS   
 RR0662_PROJECTION: FLUSH
 RR0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0662_ROD/PIPE-DEPTH: 9.7  meters
 RR0662
 RR0662  HISTORY     - Date     Condition        Report By
 RR0662  HISTORY     - 1982     MONUMENTED       NGS
 RR0662
 RR0662                          STATION DESCRIPTION
 RR0662
 RR0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0662'3.8 KM (2.35 MI) NE FROM MENOKEN.
 RR0662'1.6 KM (1.0 MI) EAST ALONG INTERSTATE 94 FROM THE JUNCTION OF A ROAD
 RR0662'LEADING SOUTH TO MENOKEN, NOTE, THE JUNCTION IS 2.2 KM (1.35 MI) NORTH
 RR0662'OF MENOKEN, TO THE MARK AT A POWERLINE POLE AT A SECTION LINE ROAD,
 RR0662'ALSO 9.7 KM (6.05 MI) WEST OF MCKENZIE, 49.9 METERS (164.0 FT) NORTH
 RR0662'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE,
 RR0662'14.3 METERS (47.0 FT) EAST OF THE EXTENDED CENTER OF A GRAVEL ROAD,
 RR0662'10.9 METERS (36.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD, 6.7 METERS
 RR0662'(22.0 FT) EAST OF THE CENTER OF A WIRE GATE, 3.6 METERS (12.0 FT) EAST
 RR0662'OF A TELEPHONE JUNCTION BOX, 1.0 METER (3.5 FT) SOUTHEAST OF A
 RR0662'POWERLINE POLE, 0.7 METER (2.5 FT) SOUTHEAST OF A BRACED FENCE POST
 RR0662'(THE CENTER ONE OF THREE), AND 0.3 METER (1.0 FT) SOUTH OF A RIGHT OF
 RR0662'WAY FENCE.
 RR0662'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0662'THE MARK IS 0.3 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0631 ***********************************************************************
 RR0631  DESIGNATION -  K 487
 RR0631  PID         -  RR0631
 RR0631  STATE/COUNTY-  ND/BURLEIGH
 RR0631  USGS QUAD   -  BURNT BUTTE (1979)
 RR0631
 RR0631                         *CURRENT SURVEY CONTROL
 RR0631  ___________________________________________________________________
 RR0631* NAD 83(1986)-  46 53 46.     (N)    100 46 18.     (W)     SCALED    
 RR0631* NAVD 88     -       578.143  (meters)    1896.79   (feet)  ADJUSTED  
 RR0631  ___________________________________________________________________
 RR0631  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0631  DYNAMIC HT  -         578.152 (meters)    1896.82  (feet)  COMP
 RR0631  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 RR0631
 RR0631  VERT ORDER  -  FIRST     CLASS II
 RR0631
 RR0631.The horizontal coordinates were scaled from a topographic map and have
 RR0631.an estimated accuracy of +/- 6 seconds.
 RR0631
 RR0631.The orthometric height was determined by differential leveling
 RR0631.and adjusted by the National Geodetic Survey in June 1991..
 RR0631
 RR0631.The geoid height was determined by GEOID03.
 RR0631
 RR0631.The dynamic height is computed by dividing the NAVD 88
 RR0631.geopotential number by the normal gravity value computed on the
 RR0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0631.degrees latitude (g = 980.6199 gals.).
 RR0631
 RR0631.The modeled gravity was interpolated from observed gravity values.
 RR0631
 RR0631;                    North         East    Units  Estimated Accuracy
 RR0631;SPC ND S     -   136,700.      579,300.      MT  (+/- 180 meters Scaled)
 RR0631
 RR0631                          SUPERSEDED SURVEY CONTROL
 RR0631
 RR0631.No superseded survey control is available for this station.
 RR0631
 RR0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS650951(NAD 83)
 RR0631_MARKER: I = METAL ROD
 RR0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0631_SP_SET: STAINLESS STEEL ROD
 RR0631_STAMPING: K 487 1982
 RR0631_MARK LOGO: NGS   
 RR0631_PROJECTION: FLUSH
 RR0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0631_ROD/PIPE-DEPTH: 9.8  meters
 RR0631
 RR0631  HISTORY     - Date     Condition        Report By
 RR0631  HISTORY     - 1982     MONUMENTED       NGS
 RR0631
 RR0631                          STATION DESCRIPTION
 RR0631
 RR0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0631'7.2 KM (4.45 MI) NORTH FROM BISMARCK.
 RR0631'7.2 KM (4.45 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0631'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.7 KM (0.45 MI) SOUTH OF
 RR0631'MILEPOST 94, 34.1 METERS (111.9 FT) WEST OF THE CENTERLINE OF THE
 RR0631'SOUTH BOUND LANES OF THE HIGHWAY, 16.0 METERS (52.5 FT) NORTHEAST OF A
 RR0631'UTILITY POLE, 7.6 METERS (24.9 FT) NORTH OF THE CENTER OF A FIELD
 RR0631'ENTRANCE ROAD AND 1.1 METERS (3.6 FT) NORTH OF A FENCE CORNER.
 RR0631'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0631'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 RR0631'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1450 ***********************************************************************
 SN1450  DESIGNATION -  K 488
 SN1450  PID         -  SN1450
 SN1450  STATE/COUNTY-  ND/MCLEAN
 SN1450  USGS QUAD   -  SANGER (1966)
 SN1450
 SN1450                         *CURRENT SURVEY CONTROL
 SN1450  ___________________________________________________________________
 SN1450* NAD 83(1986)-  47 13 15.     (N)    100 55 46.     (W)     SCALED    
 SN1450* NAVD 88     -       525.394  (meters)    1723.73   (feet)  ADJUSTED  
 SN1450  ___________________________________________________________________
 SN1450  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 SN1450  DYNAMIC HT  -         525.417 (meters)    1723.81  (feet)  COMP
 SN1450  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 SN1450
 SN1450  VERT ORDER  -  FIRST     CLASS II
 SN1450
 SN1450.The horizontal coordinates were scaled from a topographic map and have
 SN1450.an estimated accuracy of +/- 6 seconds.
 SN1450
 SN1450.The orthometric height was determined by differential leveling
 SN1450.and adjusted by the National Geodetic Survey in June 1991..
 SN1450
 SN1450.The geoid height was determined by GEOID03.
 SN1450
 SN1450.The dynamic height is computed by dividing the NAVD 88
 SN1450.geopotential number by the normal gravity value computed on the
 SN1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1450.degrees latitude (g = 980.6199 gals.).
 SN1450
 SN1450.The modeled gravity was interpolated from observed gravity values.
 SN1450
 SN1450;                    North         East    Units  Estimated Accuracy
 SN1450;SPC ND N     -    24,640.      567,470.      MT  (+/- 180 meters Scaled)
 SN1450
 SN1450                          SUPERSEDED SURVEY CONTROL
 SN1450
 SN1450.No superseded survey control is available for this station.
 SN1450
 SN1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT539315(NAD 83)
 SN1450_MARKER: I = METAL ROD
 SN1450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1450_SP_SET: STAINLESS STEEL ROD
 SN1450_STAMPING: K 488 1982
 SN1450_MARK LOGO: NGS   
 SN1450_PROJECTION: FLUSH
 SN1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1450_ROD/PIPE-DEPTH: 10.4 meters
 SN1450
 SN1450  HISTORY     - Date     Condition        Report By
 SN1450  HISTORY     - 1982     MONUMENTED       NGS
 SN1450
 SN1450                          STATION DESCRIPTION
 SN1450
 SN1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1450'13.8 KM (8.55 MI) NW FROM WILTON.
 SN1450'13.8 KM (8.55 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1450'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.4 KM (0.25
 SN1450'MI) NORTHWEST OF MILEPOST 120, 29.9 METERS (98.1 FT) SOUTHWEST OF THE
 SN1450'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 13.5 METERS (44.3
 SN1450'FT) NORTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY, 4.0 METERS (13.1
 SN1450'FT) NORTHWEST OF A FENCE CORNER AND 3.9 METERS (12.8 FT) NORTH OF A
 SN1450'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SN1450'CAP.
 SN1450'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 SN1450'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0562 ***********************************************************************
 RR0562  DESIGNATION -  K 489
 RR0562  PID         -  RR0562
 RR0562  STATE/COUNTY-  ND/MORTON
 RR0562  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0562
 RR0562                         *CURRENT SURVEY CONTROL
 RR0562  ___________________________________________________________________
 RR0562* NAD 83(1986)-  46 50 39.     (N)    101 00 05.     (W)     SCALED    
 RR0562* NAVD 88     -       555.609  (meters)    1822.86   (feet)  ADJUSTED  
 RR0562  ___________________________________________________________________
 RR0562  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 RR0562  DYNAMIC HT  -         555.618 (meters)    1822.89  (feet)  COMP
 RR0562  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 RR0562
 RR0562  VERT ORDER  -  FIRST     CLASS II
 RR0562
 RR0562.The horizontal coordinates were scaled from a topographic map and have
 RR0562.an estimated accuracy of +/- 6 seconds.
 RR0562
 RR0562.The orthometric height was determined by differential leveling
 RR0562.and adjusted by the National Geodetic Survey in June 1991..
 RR0562
 RR0562.The geoid height was determined by GEOID03.
 RR0562
 RR0562.The dynamic height is computed by dividing the NAVD 88
 RR0562.geopotential number by the normal gravity value computed on the
 RR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0562.degrees latitude (g = 980.6199 gals.).
 RR0562
 RR0562.The modeled gravity was interpolated from observed gravity values.
 RR0562
 RR0562;                    North         East    Units  Estimated Accuracy
 RR0562;SPC ND S     -   131,010.      561,760.      MT  (+/- 180 meters Scaled)
 RR0562
 RR0562                          SUPERSEDED SURVEY CONTROL
 RR0562
 RR0562.No superseded survey control is available for this station.
 RR0562
 RR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS474897(NAD 83)
 RR0562_MARKER: I = METAL ROD
 RR0562_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0562_SP_SET: STAINLESS STEEL ROD
 RR0562_STAMPING: K 489 1982
 RR0562_MARK LOGO: NGS   
 RR0562_PROJECTION: FLUSH
 RR0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0562_ROD/PIPE-DEPTH: 8.5  meters
 RR0562
 RR0562  HISTORY     - Date     Condition        Report By
 RR0562  HISTORY     - 1982     MONUMENTED       NGS
 RR0562
 RR0562                          STATION DESCRIPTION
 RR0562
 RR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0562'8.1 KM (5.05 MI) WEST FROM MANDAN.
 RR0562'8.1 KM (5.05 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0562'WITH STATE HIGHWAY 6 IN MANDAN, 48.5 METERS (159.1 FT) NORTH OF THE
 RR0562'CENTERLINE OF THE HIGHWAY AND 8.1 METERS (26.6 FT) WEST OF THE CENTER
 RR0562'OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RR0562'5-INCH LOGO CAP.
 RR0562'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0562'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0112 ***********************************************************************
 SL0112  DESIGNATION -  K 49
 SL0112  PID         -  SL0112
 SL0112  STATE/COUNTY-  ND/TRAILL
 SL0112  USGS QUAD   -  HALSTAD SW (1963)
 SL0112
 SL0112                         *CURRENT SURVEY CONTROL
 SL0112  ___________________________________________________________________
 SL0112* NAD 83(1986)-  47 21 10.     (N)    096 55 14.     (W)     SCALED    
 SL0112* NAVD 88     -       266.942  (meters)     875.79   (feet)  POSTED    
 SL0112  ___________________________________________________________________
 SL0112  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0112  DYNAMIC HT  -         266.980 (meters)     875.92  (feet)  COMP
 SL0112  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 SL0112
 SL0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SL0112
 SL0112.The horizontal coordinates were scaled from a topographic map and have
 SL0112.an estimated accuracy of +/- 6 seconds.
 SL0112
 SL0112.The orthometric height was determined by differential leveling
 SL0112.and adjusted by the National Geodetic Survey in 1992..
 SL0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SL0112.rate of 0.0 thru 1.0 mm/km.
 SL0112
 SL0112.The geoid height was determined by GEOID03.
 SL0112
 SL0112.The dynamic height is computed by dividing the NAVD 88
 SL0112.geopotential number by the normal gravity value computed on the
 SL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0112.degrees latitude (g = 980.6199 gals.).
 SL0112
 SL0112.The modeled gravity was interpolated from observed gravity values.
 SL0112
 SL0112;                    North         East    Units  Estimated Accuracy
 SL0112;SPC ND N     -    45,510.      870,350.      MT  (+/- 180 meters Scaled)
 SL0112
 SL0112                          SUPERSEDED SURVEY CONTROL
 SL0112
 SL0112  NGVD 29 (??/??/92)  266.58   (m)          874.6    (f) COMPUTED    2 0
 SL0112
 SL0112.Superseded values are not recommended for survey control.
 SL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0112.See file dsdata.txt to determine how the superseded data were derived.
 SL0112
 SL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT570464(NAD 83)
 SL0112_MARKER: DB = BENCH MARK DISK
 SL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0112_STAMPING: K-49 1934
 SL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0112+STABILITY: SURFACE MOTION
 SL0112
 SL0112  HISTORY     - Date     Condition        Report By
 SL0112  HISTORY     - 1934     MONUMENTED       CGS
 SL0112
 SL0112                          STATION DESCRIPTION
 SL0112
 SL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0112'4.6 MI W FROM HALSTAD.
 SL0112'4.6 MILES WEST OF INTERSECTION OF STATE HIGHWAY NO. 81 AND THIRD ST.
 SL0112'IN HALSTAD.  ALONG STATE HIGHWAY NO. 7 AT CROSS ROAD.  SET IN POST 2
 SL0112'FEET BELOW HIGHWAY LEVEL 4 FEET NORTHWEST OF TELEPHONE POLE, 65 FEET
 SL0112'SOUTH OF CENTER LINE OF HIGHWAY AND 35 FEET WEST OF CENTER LINE OF
 SL0112'SOUTH BOUND ROAD FROM SOUTH EDGE OF 20 FOOT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0113 ***********************************************************************
 SL0113  DESIGNATION -  K 49 RESET
 SL0113  PID         -  SL0113
 SL0113  STATE/COUNTY-  ND/TRAILL
 SL0113  USGS QUAD   -  HALSTAD SW (1963)
 SL0113
 SL0113                         *CURRENT SURVEY CONTROL
 SL0113  ___________________________________________________________________
 SL0113* NAD 83(1986)-  47 21 10.     (N)    096 55 14.     (W)     SCALED    
 SL0113* NAVD 88     -       266.837  (meters)     875.45   (feet)  ADJUSTED  
 SL0113  ___________________________________________________________________
 SL0113  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0113  DYNAMIC HT  -         266.873 (meters)     875.57  (feet)  COMP
 SL0113  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 SL0113
 SL0113  VERT ORDER  -  SECOND    CLASS 0
 SL0113
 SL0113.The horizontal coordinates were scaled from a topographic map and have
 SL0113.an estimated accuracy of +/- 6 seconds.
 SL0113
 SL0113.The orthometric height was determined by differential leveling
 SL0113.and adjusted by the National Geodetic Survey in June 1991..
 SL0113
 SL0113.The geoid height was determined by GEOID03.
 SL0113
 SL0113.The dynamic height is computed by dividing the NAVD 88
 SL0113.geopotential number by the normal gravity value computed on the
 SL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0113.degrees latitude (g = 980.6199 gals.).
 SL0113
 SL0113.The modeled gravity was interpolated from observed gravity values.
 SL0113
 SL0113;                    North         East    Units  Estimated Accuracy
 SL0113;SPC ND N     -    45,510.      870,350.      MT  (+/- 180 meters Scaled)
 SL0113
 SL0113                          SUPERSEDED SURVEY CONTROL
 SL0113
 SL0113  NGVD 29 (??/??/92)  266.505  (m)          874.36   (f) ADJ UNCH    2 0
 SL0113
 SL0113.Superseded values are not recommended for survey control.
 SL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0113.See file dsdata.txt to determine how the superseded data were derived.
 SL0113
 SL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT570464(NAD 83)
 SL0113_MARKER: DB = BENCH MARK DISK
 SL0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0113_STAMPING: K 49 RESET 1956
 SL0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0113+STABILITY: SURFACE MOTION
 SL0113
 SL0113  HISTORY     - Date     Condition        Report By
 SL0113  HISTORY     - 1956     MONUMENTED       CGS
 SL0113  HISTORY     - 1964     GOOD             NGS
 SL0113
 SL0113                          STATION DESCRIPTION
 SL0113
 SL0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0113'4.5 MI W FROM HALSTAD, MINN.
 SL0113'ABOUT 4.5 MILES WEST ALONG STATE HIGHWAY 7 FROM THE GREAT NORTHERN
 SL0113'RAILWAY STATION AT HALSTAD, MINNESOTA, OR 0.15 MILE SOUTH ALONG THE
 SL0113'GREAT NORTHERN RAILWAY AND U. S. HIGHWAY 81 FROM THE GRAIN ELEVATOR AT
 SL0113'ALTON, THENCE 5.85 MILES EAST ALONG STATE HIGHWAY 7, IN S 29, T 145 N,
 SL0113'R 49 W, 114 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 SL0113'SOUTH OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 34 FEET SOUTH
 SL0113'OF THE WEST END OF THE MOST SOUTHERLY OF THREE 48-INCH METAL CULVERTS
 SL0113'UNDER THE NORTH-SOUTH ROAD, 21 FEET SOUTHEAST OF A TELEPHONE POLE, 1.2
 SL0113'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SL0113'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0604 ***********************************************************************
 RR0604  DESIGNATION -  K 490
 RR0604  PID         -  RR0604
 RR0604  STATE/COUNTY-  ND/MORTON
 RR0604  USGS QUAD   -  DENGATE (1980)
 RR0604
 RR0604                         *CURRENT SURVEY CONTROL
 RR0604  ___________________________________________________________________
 RR0604* NAD 83(1986)-  46 50 56.     (N)    101 39 11.     (W)     SCALED    
 RR0604* NAVD 88     -       626.544  (meters)    2055.59   (feet)  ADJUSTED  
 RR0604  ___________________________________________________________________
 RR0604  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 RR0604  DYNAMIC HT  -         626.545 (meters)    2055.59  (feet)  COMP
 RR0604  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RR0604
 RR0604  VERT ORDER  -  FIRST     CLASS II
 RR0604
 RR0604.The horizontal coordinates were scaled from a topographic map and have
 RR0604.an estimated accuracy of +/- 6 seconds.
 RR0604
 RR0604.The orthometric height was determined by differential leveling
 RR0604.and adjusted by the National Geodetic Survey in June 1991..
 RR0604
 RR0604.The geoid height was determined by GEOID03.
 RR0604
 RR0604.The dynamic height is computed by dividing the NAVD 88
 RR0604.geopotential number by the normal gravity value computed on the
 RR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0604.degrees latitude (g = 980.6199 gals.).
 RR0604
 RR0604.The modeled gravity was interpolated from observed gravity values.
 RR0604
 RR0604;                    North         East    Units  Estimated Accuracy
 RR0604;SPC ND S     -   132,060.      512,070.      MT  (+/- 180 meters Scaled)
 RR0604
 RR0604                          SUPERSEDED SURVEY CONTROL
 RR0604
 RR0604.No superseded survey control is available for this station.
 RR0604
 RR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS977917(NAD 83)
 RR0604_MARKER: I = METAL ROD
 RR0604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0604_SP_SET: STAINLESS STEEL ROD
 RR0604_STAMPING: K 490 1982
 RR0604_MARK LOGO: NGS   
 RR0604_PROJECTION: FLUSH
 RR0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0604_ROD/PIPE-DEPTH: 14.6 meters
 RR0604
 RR0604  HISTORY     - Date     Condition        Report By
 RR0604  HISTORY     - 1982     MONUMENTED       NGS
 RR0604
 RR0604                          STATION DESCRIPTION
 RR0604
 RR0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0604'14.5 KM (9.0 MI) EAST FROM GLEN ULLIN.
 RR0604'14.5 KM (9.0 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0604'NORTHERN RAILROAD STATION IN GLEN ULLIN, 26.5 METERS (86.9 FT) NORTH
 RR0604'OF THE CENTERLINE OF THE ROAD, 6.8 METERS (22.3 FT) EAST OF THE CENTER
 RR0604'OF A TRACK ROAD AND 1.1 METERS (3.6 FT) WEST OF A UTILITY POLE.
 RR0604'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0604'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RR0604'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0268 ***********************************************************************
 RS0268  DESIGNATION -  K 491
 RS0268  PID         -  RS0268
 RS0268  STATE/COUNTY-  ND/STARK
 RS0268  USGS QUAD   -  ANTELOPE (1973)
 RS0268
 RS0268                         *CURRENT SURVEY CONTROL
 RS0268  ___________________________________________________________________
 RS0268* NAD 83(1986)-  46 52 02.     (N)    102 12 13.     (W)     SCALED    
 RS0268* NAVD 88     -       724.505  (meters)    2376.98   (feet)  ADJUSTED  
 RS0268  ___________________________________________________________________
 RS0268  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 RS0268  DYNAMIC HT  -         724.499 (meters)    2376.96  (feet)  COMP
 RS0268  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 RS0268
 RS0268  VERT ORDER  -  FIRST     CLASS II
 RS0268
 RS0268.The horizontal coordinates were scaled from a topographic map and have
 RS0268.an estimated accuracy of +/- 6 seconds.
 RS0268
 RS0268.The orthometric height was determined by differential leveling
 RS0268.and adjusted by the National Geodetic Survey in June 1991..
 RS0268
 RS0268.The geoid height was determined by GEOID03.
 RS0268
 RS0268.The dynamic height is computed by dividing the NAVD 88
 RS0268.geopotential number by the normal gravity value computed on the
 RS0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0268.degrees latitude (g = 980.6199 gals.).
 RS0268
 RS0268.The modeled gravity was interpolated from observed gravity values.
 RS0268
 RS0268;                    North         East    Units  Estimated Accuracy
 RS0268;SPC ND S     -   134,860.      470,130.      MT  (+/- 180 meters Scaled)
 RS0268
 RS0268                          SUPERSEDED SURVEY CONTROL
 RS0268
 RS0268.No superseded survey control is available for this station.
 RS0268
 RS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM131942(NAD 83)
 RS0268_MARKER: DB = BENCH MARK DISK
 RS0268_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0268_SP_SET: ABUTMENT
 RS0268_STAMPING: K 491 1982
 RS0268_MARK LOGO: NGS   
 RS0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0268
 RS0268  HISTORY     - Date     Condition        Report By
 RS0268  HISTORY     - 1982     MONUMENTED       NGS
 RS0268
 RS0268                          STATION DESCRIPTION
 RS0268
 RS0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0268'33.3 KM (20.65 MI) WEST FROM GLEN ULLIN.
 RS0268'33.3 KM (20.65 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0268'NORTHERN RAILROAD STATION IN GLEN ULLIN, IN TOP OF AND 0.6 METER (2.0
 RS0268'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 RS0268'BURLINGTON NORTHERN RAILROAD BRIDGE OVERPASS AND 8.3 METERS (27.2 FT)
 RS0268'SOUTH OF THE CENTERLINE OF THE ROAD.
 RS0268'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0300 ***********************************************************************
 RS0300  DESIGNATION -  K 492
 RS0300  PID         -  RS0300
 RS0300  STATE/COUNTY-  ND/STARK
 RS0300  USGS QUAD   -  DAVIS BUTTES (1981)
 RS0300
 RS0300                         *CURRENT SURVEY CONTROL
 RS0300  ___________________________________________________________________
 RS0300* NAD 83(1986)-  46 53 12.     (N)    102 44 05.     (W)     SCALED    
 RS0300* NAVD 88     -       743.215  (meters)    2438.36   (feet)  ADJUSTED  
 RS0300  ___________________________________________________________________
 RS0300  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RS0300  DYNAMIC HT  -         743.218 (meters)    2438.37  (feet)  COMP
 RS0300  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 RS0300
 RS0300  VERT ORDER  -  FIRST     CLASS II
 RS0300
 RS0300.The horizontal coordinates were scaled from a topographic map and have
 RS0300.an estimated accuracy of +/- 6 seconds.
 RS0300
 RS0300.The orthometric height was determined by differential leveling
 RS0300.and adjusted by the National Geodetic Survey in June 1991..
 RS0300
 RS0300.The geoid height was determined by GEOID03.
 RS0300
 RS0300.The dynamic height is computed by dividing the NAVD 88
 RS0300.geopotential number by the normal gravity value computed on the
 RS0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0300.degrees latitude (g = 980.6199 gals.).
 RS0300
 RS0300.The modeled gravity was interpolated from observed gravity values.
 RS0300
 RS0300;                    North         East    Units  Estimated Accuracy
 RS0300;SPC ND S     -   138,030.      429,710.      MT  (+/- 180 meters Scaled)
 RS0300
 RS0300                          SUPERSEDED SURVEY CONTROL
 RS0300
 RS0300.No superseded survey control is available for this station.
 RS0300
 RS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM725950(NAD 83)
 RS0300_MARKER: DB = BENCH MARK DISK
 RS0300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0300_SP_SET: PIER
 RS0300_STAMPING: K 492 1982
 RS0300_MARK LOGO: NGS   
 RS0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RS0300+STABILITY: POSITION/ELEVATION WELL
 RS0300
 RS0300  HISTORY     - Date     Condition        Report By
 RS0300  HISTORY     - 1982     MONUMENTED       NGS
 RS0300
 RS0300                          STATION DESCRIPTION
 RS0300
 RS0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0300'4.0 KM (2.5 MI) EAST FROM DICKINSON.
 RS0300'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0300'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, SET
 RS0300'VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHWESTERLY ONE OF
 RS0300'THREE PIERS OF THE HIGHWAY OVERPASS OF INTERSTATE HIGHWAY 94 AND 7.8
 RS0300'METERS (25.6 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES
 RS0300'OF INTERSTATE HIGHWAY 94.
 RS0300'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0346 ***********************************************************************
 RS0346  DESIGNATION -  K 493
 RS0346  PID         -  RS0346
 RS0346  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0346  USGS QUAD   -  BUFFALO GAP CAMPGROUND (1979)
 RS0346
 RS0346                         *CURRENT SURVEY CONTROL
 RS0346  ___________________________________________________________________
 RS0346* NAD 83(1986)-  46 57 02.     (N)    103 41 07.     (W)     SCALED    
 RS0346* NAVD 88     -       814.815  (meters)    2673.27   (feet)  ADJUSTED  
 RS0346  ___________________________________________________________________
 RS0346  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 RS0346  DYNAMIC HT  -         814.817 (meters)    2673.28  (feet)  COMP
 RS0346  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 RS0346
 RS0346  VERT ORDER  -  FIRST     CLASS II
 RS0346
 RS0346.The horizontal coordinates were scaled from a topographic map and have
 RS0346.an estimated accuracy of +/- 6 seconds.
 RS0346
 RS0346.The orthometric height was determined by differential leveling
 RS0346.and adjusted by the National Geodetic Survey in June 1991..
 RS0346
 RS0346.The geoid height was determined by GEOID03.
 RS0346
 RS0346.The dynamic height is computed by dividing the NAVD 88
 RS0346.geopotential number by the normal gravity value computed on the
 RS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0346.degrees latitude (g = 980.6199 gals.).
 RS0346
 RS0346.The modeled gravity was interpolated from observed gravity values.
 RS0346
 RS0346;                    North         East    Units  Estimated Accuracy
 RS0346;SPC ND S     -   147,630.      357,600.      MT  (+/- 180 meters Scaled)
 RS0346
 RS0346                          SUPERSEDED SURVEY CONTROL
 RS0346
 RS0346.No superseded survey control is available for this station.
 RS0346
 RS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN000005(NAD 83)
 RS0346_MARKER: I = METAL ROD
 RS0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0346_SP_SET: STAINLESS STEEL ROD
 RS0346_STAMPING: K 493 1982
 RS0346_MARK LOGO: NGS   
 RS0346_PROJECTION: FLUSH
 RS0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0346_ROD/PIPE-DEPTH: 5.5  meters
 RS0346
 RS0346  HISTORY     - Date     Condition        Report By
 RS0346  HISTORY     - 1982     MONUMENTED       NGS
 RS0346
 RS0346                          STATION DESCRIPTION
 RS0346
 RS0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0346'39.9 KM (24.8 MI) WEST FROM BELFIELD.
 RS0346'39.9 KM (24.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0346'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.7 KM (0.45 MI) EAST OF
 RS0346'MILEPOST 17, 26.9 METERS (88.3 FT) SOUTH OF THE CENTERLINE OF THE EAST
 RS0346'BOUND LANES OF THE HIGHWAY AND 1.6 METERS (5.2 FT) EAST OF A FENCE
 RS0346'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0346'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RS0346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0326 ***********************************************************************
 RS0326  DESIGNATION -  K 494
 RS0326  PID         -  RS0326
 RS0326  STATE/COUNTY-  ND/BILLINGS
 RS0326  USGS QUAD   -  FRYBURG NE (1981)
 RS0326
 RS0326                         *CURRENT SURVEY CONTROL
 RS0326  ___________________________________________________________________
 RS0326* NAD 83(1986)-  46 53 46.     (N)    103 18 36.     (W)     SCALED    
 RS0326* NAVD 88     -       837.205  (meters)    2746.73   (feet)  ADJUSTED  
 RS0326  ___________________________________________________________________
 RS0326  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RS0326  DYNAMIC HT  -         837.185 (meters)    2746.66  (feet)  COMP
 RS0326  MODELED GRAV-     980,560.2   (mgal)                       NAVD 88
 RS0326
 RS0326  VERT ORDER  -  FIRST     CLASS II
 RS0326
 RS0326.The horizontal coordinates were scaled from a topographic map and have
 RS0326.an estimated accuracy of +/- 6 seconds.
 RS0326
 RS0326.The orthometric height was determined by differential leveling
 RS0326.and adjusted by the National Geodetic Survey in June 1991..
 RS0326
 RS0326.The geoid height was determined by GEOID03.
 RS0326
 RS0326.The dynamic height is computed by dividing the NAVD 88
 RS0326.geopotential number by the normal gravity value computed on the
 RS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0326.degrees latitude (g = 980.6199 gals.).
 RS0326
 RS0326.The modeled gravity was interpolated from observed gravity values.
 RS0326
 RS0326;                    North         East    Units  Estimated Accuracy
 RS0326;SPC ND S     -   140,490.      385,930.      MT  (+/- 180 meters Scaled)
 RS0326
 RS0326                          SUPERSEDED SURVEY CONTROL
 RS0326
 RS0326.No superseded survey control is available for this station.
 RS0326
 RS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM287950(NAD 83)
 RS0326_MARKER: F = FLANGE-ENCASED ROD
 RS0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0326_SP_SET: STAINLESS STEEL ROD
 RS0326_STAMPING: K 494 1982
 RS0326_MARK LOGO: NGS   
 RS0326_PROJECTION: FLUSH
 RS0326_MAGNETIC: I = MARKER IS A STEEL ROD
 RS0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0326+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 RS0326_ROD/PIPE-DEPTH: 4.0  meters
 RS0326
 RS0326  HISTORY     - Date     Condition        Report By
 RS0326  HISTORY     - 1982     MONUMENTED       NGS
 RS0326  HISTORY     - 20020520 GOOD             NGS
 RS0326
 RS0326                          STATION DESCRIPTION
 RS0326
 RS0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0326'9.1 KM (5.65 MI) WEST FROM BELFIELD.
 RS0326'9.1 KM (5.65 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0326'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.4 KM (0.25 MI) WEST OF A
 RS0326'PAVED ROAD LEADING SOUTH TO THE COMMUNITY OF FRYBURG, 49.5 METERS
 RS0326'(162.4 FT) EAST OF A RIGHT-OF-WAY MARKER AND 45.5 METERS (149.3 FT)
 RS0326'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 RS0326'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0326'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0326'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 RS0326
 RS0326                          STATION RECOVERY (2002)
 RS0326
 RS0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 RS0326'9.1 KM WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF U.S.
 RS0326'HIGHWAY 85 IN
 RS0326'BELFIELD, 49.5 M EAST OF A RIGHT-OF-WAY MARKER, 45.5 M NORTH OF THE
 RS0326'CENTERLINE OF THE
 RS0326'WESTBOUND HIGHWAY, 2.0 M BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 RS0326'SOUTH OF A WITNESS
 RS0326'POST AND FENCE.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RS0326'LOGO CAP.  THE MARK
 RS0326'IS ON THE HIGHWAY RIGHT-OF-WAY.
 RS0326'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0517 ***********************************************************************
 RQ0517  DESIGNATION -  K 496
 RQ0517  PID         -  RQ0517
 RQ0517  STATE/COUNTY-  ND/BARNES
 RQ0517  USGS QUAD   -  ECKELSON (1970)
 RQ0517
 RQ0517                         *CURRENT SURVEY CONTROL
 RQ0517  ___________________________________________________________________
 RQ0517* NAD 83(1986)-  46 53 33.     (N)    098 20 00.     (W)     SCALED    
 RQ0517* NAVD 88     -       454.476  (meters)    1491.06   (feet)  ADJUSTED  
 RQ0517  ___________________________________________________________________
 RQ0517  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 RQ0517  DYNAMIC HT  -         454.502 (meters)    1491.15  (feet)  COMP
 RQ0517  MODELED GRAV-     980,658.0   (mgal)                       NAVD 88
 RQ0517
 RQ0517  VERT ORDER  -  FIRST     CLASS II
 RQ0517
 RQ0517.The horizontal coordinates were scaled from a topographic map and have
 RQ0517.an estimated accuracy of +/- 6 seconds.
 RQ0517
 RQ0517.The orthometric height was determined by differential leveling
 RQ0517.and adjusted by the National Geodetic Survey in June 1991..
 RQ0517
 RQ0517.The geoid height was determined by GEOID03.
 RQ0517
 RQ0517.The dynamic height is computed by dividing the NAVD 88
 RQ0517.geopotential number by the normal gravity value computed on the
 RQ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0517.degrees latitude (g = 980.6199 gals.).
 RQ0517
 RQ0517.The modeled gravity was interpolated from observed gravity values.
 RQ0517
 RQ0517;                    North         East    Units  Estimated Accuracy
 RQ0517;SPC ND S     -   138,540.      765,090.      MT  (+/- 180 meters Scaled)
 RQ0517
 RQ0517                          SUPERSEDED SURVEY CONTROL
 RQ0517
 RQ0517.No superseded survey control is available for this station.
 RQ0517
 RQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS507934(NAD 83)
 RQ0517_MARKER: DB = BENCH MARK DISK
 RQ0517_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0517_SP_SET: CONCRETE PIER
 RQ0517_STAMPING: K 496 1982
 RQ0517_MARK LOGO: NGS   
 RQ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0517
 RQ0517  HISTORY     - Date     Condition        Report By
 RQ0517  HISTORY     - 1982     MONUMENTED       NGS
 RQ0517
 RQ0517                          STATION DESCRIPTION
 RQ0517
 RQ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0517'13.7 KM (8.5 MI) SE FROM SPIRITWOOD.
 RQ0517'11.4 KM (7.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE COUNTY ROAD
 RQ0517'62 OVERPASS (EXIT 62) ABOUT 4.8 KM (3.0 MI) SOUTH OF THE SMALL TOWN OF
 RQ0517'SPIRITWOOD, AT AN OVERPASS (EXIT 64), ALSO 10.9 KM (6.75 MI) WEST
 RQ0517'ALONG INTERSTATE HIGHWAY 94 FROM THE STATE HIGHWAY 1 OVERPASS (EXIT
 RQ0517'66) ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF SANBORN, SET VERTICALLY IN THE
 RQ0517'SOUTH FACE OF THE WESTERNMOST ONE OF TWO PIERS IN THE SOUTHERNMOST SET
 RQ0517'OF THREE SETS OF CONCRETE PIERS SUPPORTING THE OVERPASS, 7.38 METERS
 RQ0517'(24.2 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RQ0517'THE MARK IS 1.4 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0651 ***********************************************************************
 RP0651  DESIGNATION -  K 497
 RP0651  PID         -  RP0651
 RP0651  STATE/COUNTY-  ND/CASS
 RP0651  USGS QUAD   -  TOWER CITY (1967)
 RP0651
 RP0651                         *CURRENT SURVEY CONTROL
 RP0651  ___________________________________________________________________
 RP0651* NAD 83(1986)-  46 53 25.     (N)    097 38 27.     (W)     SCALED    
 RP0651* NAVD 88     -       354.431  (meters)    1162.83   (feet)  ADJUSTED  
 RP0651  ___________________________________________________________________
 RP0651  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 RP0651  DYNAMIC HT  -         354.460 (meters)    1162.92  (feet)  COMP
 RP0651  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 RP0651
 RP0651  VERT ORDER  -  FIRST     CLASS II
 RP0651
 RP0651.The horizontal coordinates were scaled from a topographic map and have
 RP0651.an estimated accuracy of +/- 6 seconds.
 RP0651
 RP0651.The orthometric height was determined by differential leveling
 RP0651.and adjusted by the National Geodetic Survey in June 1991..
 RP0651
 RP0651.The geoid height was determined by GEOID03.
 RP0651
 RP0651.The dynamic height is computed by dividing the NAVD 88
 RP0651.geopotential number by the normal gravity value computed on the
 RP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0651.degrees latitude (g = 980.6199 gals.).
 RP0651
 RP0651.The modeled gravity was interpolated from observed gravity values.
 RP0651
 RP0651;                    North         East    Units  Estimated Accuracy
 RP0651;SPC ND S     -   139,980.      817,840.      MT  (+/- 180 meters Scaled)
 RP0651
 RP0651                          SUPERSEDED SURVEY CONTROL
 RP0651
 RP0651.No superseded survey control is available for this station.
 RP0651
 RP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS035938(NAD 83)
 RP0651_MARKER: DB = BENCH MARK DISK
 RP0651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0651_SP_SET: CONCRETE PIER
 RP0651_STAMPING: K 497 1982
 RP0651_MARK LOGO: NGS   
 RP0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0651
 RP0651  HISTORY     - Date     Condition        Report By
 RP0651  HISTORY     - 1982     MONUMENTED       NGS
 RP0651
 RP0651                          STATION DESCRIPTION
 RP0651
 RP0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0651'4.5 KM (2.8 MI) SE FROM TOWER CITY.
 RP0651'4.5 KM (2.8 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE TOWER
 RP0651'CITY INTERCHANGE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 RP0651'WESTERNMOST PIER OF AN INTERSTATE OVERPASS, 7.8 METERS (25.5 FT)
 RP0651'SOUTHWEST OF THE CENTERLINE OF THE TWO EASTBOUND LANES AND 30.4 METERS
 RP0651'(100.0 FT) SOUTHEAST OF THE NORTHWEST END OF A METAL GUARD RAIL.
 RP0651'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0674 ***********************************************************************
 RP0674  DESIGNATION -  K 498
 RP0674  PID         -  RP0674
 RP0674  STATE/COUNTY-  ND/CASS
 RP0674  USGS QUAD   -  WHEATLAND (1967)
 RP0674
 RP0674                         *CURRENT SURVEY CONTROL
 RP0674  ___________________________________________________________________
 RP0674* NAD 83(1986)-  46 52 32.     (N)    097 18 13.     (W)     SCALED    
 RP0674* NAVD 88     -       290.493  (meters)     953.06   (feet)  ADJUSTED  
 RP0674  ___________________________________________________________________
 RP0674  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 RP0674  DYNAMIC HT  -         290.515 (meters)     953.13  (feet)  COMP
 RP0674  MODELED GRAV-     980,683.8   (mgal)                       NAVD 88
 RP0674
 RP0674  VERT ORDER  -  FIRST     CLASS II
 RP0674
 RP0674.The horizontal coordinates were scaled from a topographic map and have
 RP0674.an estimated accuracy of +/- 6 seconds.
 RP0674
 RP0674.The orthometric height was determined by differential leveling
 RP0674.and adjusted by the National Geodetic Survey in June 1991..
 RP0674
 RP0674.The geoid height was determined by GEOID03.
 RP0674
 RP0674.The dynamic height is computed by dividing the NAVD 88
 RP0674.geopotential number by the normal gravity value computed on the
 RP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0674.degrees latitude (g = 980.6199 gals.).
 RP0674
 RP0674.The modeled gravity was interpolated from observed gravity values.
 RP0674
 RP0674;                    North         East    Units  Estimated Accuracy
 RP0674;SPC ND S     -   139,330.      843,590.      MT  (+/- 180 meters Scaled)
 RP0674
 RP0674                          SUPERSEDED SURVEY CONTROL
 RP0674
 RP0674.No superseded survey control is available for this station.
 RP0674
 RP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS292927(NAD 83)
 RP0674_MARKER: I = METAL ROD
 RP0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0674_SP_SET: STAINLESS STEEL ROD
 RP0674_STAMPING: K 498 1982
 RP0674_MARK LOGO: NGS   
 RP0674_PROJECTION: FLUSH
 RP0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0674_ROD/PIPE-DEPTH: 9.7  meters
 RP0674
 RP0674  HISTORY     - Date     Condition        Report By
 RP0674  HISTORY     - 1982     MONUMENTED       NGS
 RP0674
 RP0674                          STATION DESCRIPTION
 RP0674
 RP0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0674'3.2 KM (2.0 MI) EAST FROM WHEATLAND.
 RP0674'3.2 KM (2.0 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0674'WHEATLAND-CHAFFEE INTERCHANGE (COUNTY ROAD 5), AT A POWERLINE
 RP0674'CROSSING, 64.9 METERS (213.0 FT) SOUTH OF THE CENTERLINE OF THE
 RP0674'EASTBOUND LANE OF THE HIGHWAY, 13.1 METERS (43.0 FT) WEST OF THE
 RP0674'CENTER OF A WIRE GATE, 6.7 METERS (22.0 FT) NORTH-NORTHEAST OF A
 RP0674'TELEPHONE JUNCTION BOX, 1.2 METERS (4.0 FT) NORTH OF A POWERLINE POLE
 RP0674'WITH FIVE GUY WIRES ATTACHED AND LINES CROSSING THE HIGHWAY, AND
 RP0674'0.3 METER (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 RP0674'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RP0674'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0701 ***********************************************************************
 RP0701  DESIGNATION -  K 499
 RP0701  PID         -  RP0701
 RP0701  STATE/COUNTY-  ND/CASS
 RP0701  USGS QUAD   -  WEST FARGO SOUTH (1976)
 RP0701
 RP0701                         *CURRENT SURVEY CONTROL
 RP0701  ___________________________________________________________________
 RP0701* NAD 83(1986)-  46 51 11.     (N)    096 54 50.     (W)     SCALED    
 RP0701* NAVD 88     -       274.154  (meters)     899.45   (feet)  ADJUSTED  
 RP0701  ___________________________________________________________________
 RP0701  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0701  DYNAMIC HT  -         274.181 (meters)     899.54  (feet)  COMP
 RP0701  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 RP0701
 RP0701  VERT ORDER  -  FIRST     CLASS II
 RP0701
 RP0701.The horizontal coordinates were scaled from a topographic map and have
 RP0701.an estimated accuracy of +/- 6 seconds.
 RP0701
 RP0701.The orthometric height was determined by differential leveling
 RP0701.and adjusted by the National Geodetic Survey in June 1991..
 RP0701
 RP0701.The geoid height was determined by GEOID03.
 RP0701
 RP0701.The dynamic height is computed by dividing the NAVD 88
 RP0701.geopotential number by the normal gravity value computed on the
 RP0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0701.degrees latitude (g = 980.6199 gals.).
 RP0701
 RP0701.The modeled gravity was interpolated from observed gravity values.
 RP0701
 RP0701;                    North         East    Units  Estimated Accuracy
 RP0701;SPC ND S     -   138,120.      873,380.      MT  (+/- 180 meters Scaled)
 RP0701
 RP0701                          SUPERSEDED SURVEY CONTROL
 RP0701
 RP0701.No superseded survey control is available for this station.
 RP0701
 RP0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS590909(NAD 83)
 RP0701_MARKER: I = METAL ROD
 RP0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0701_SP_SET: STAINLESS STEEL ROD
 RP0701_STAMPING: K 499 1982
 RP0701_MARK LOGO: NGS   
 RP0701_PROJECTION: FLUSH
 RP0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0701_ROD/PIPE-DEPTH: 7.3  meters
 RP0701
 RP0701  HISTORY     - Date     Condition        Report By
 RP0701  HISTORY     - 1982     MONUMENTED       NGS
 RP0701
 RP0701                          STATION DESCRIPTION
 RP0701
 RP0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0701'2.4 KM (1.5 MI) SOUTH FROM WEST FARGO.
 RP0701'3.6 KM (2.25 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0701'BUSINESS ROUTE OVERPASS (EXIT 85) THAT LEADS TO WEST FARGO (U.S.
 RP0701'HIGHWAY 10 AND 52 AND WEST MAIN AVENUE, ON THE WEST SIDE OF WEST
 RP0701'FARGO), SET AT A GAS PIPELINE CROSSING, 36.58 METERS (120.0 FT)
 RP0701'SOUTHEAST OF THE CENTER OF AN OLD ROAD GRADE, 41.15 METERS (136.0 FT)
 RP0701'SOUTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RP0701'32.61 METERS (107.0 FT) NORTHWEST OF A VENT PIPE FOR THE GAS LINE,
 RP0701'64.92 METERS (213.0 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 RP0701'52.42 METERS (172.0 FT) WEST OF HIGHWAY MARKER NUMBER 346, AND
 RP0701'0.30 METERS (1.0 FT) NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 RP0701'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1347 ***********************************************************************
 TF1347  DESIGNATION -  K 5
 TF1347  PID         -  TF1347
 TF1347  STATE/COUNTY-  ND/WARD
 TF1347  USGS QUAD   -  DONNYBROOK (1948)
 TF1347
 TF1347                         *CURRENT SURVEY CONTROL
 TF1347  ___________________________________________________________________
 TF1347* NAD 83(1986)-  48 33 27.     (N)    101 57 51.     (W)     SCALED    
 TF1347* NAVD 88     -       542.635  (meters)    1780.30   (feet)  ADJUSTED  
 TF1347  ___________________________________________________________________
 TF1347  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 TF1347  DYNAMIC HT  -         542.737 (meters)    1780.63  (feet)  COMP
 TF1347  MODELED GRAV-     980,782.6   (mgal)                       NAVD 88
 TF1347
 TF1347  VERT ORDER  -  FIRST     CLASS II
 TF1347
 TF1347.The horizontal coordinates were scaled from a topographic map and have
 TF1347.an estimated accuracy of +/- 6 seconds.
 TF1347
 TF1347.The orthometric height was determined by differential leveling
 TF1347.and adjusted by the National Geodetic Survey in June 1991..
 TF1347
 TF1347.The geoid height was determined by GEOID03.
 TF1347
 TF1347.The dynamic height is computed by dividing the NAVD 88
 TF1347.geopotential number by the normal gravity value computed on the
 TF1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1347.degrees latitude (g = 980.6199 gals.).
 TF1347
 TF1347.The modeled gravity was interpolated from observed gravity values.
 TF1347
 TF1347;                    North         East    Units  Estimated Accuracy
 TF1347;SPC ND N     -   174,200.      491,930.      MT  (+/- 180 meters Scaled)
 TF1347
 TF1347                          SUPERSEDED SURVEY CONTROL
 TF1347
 TF1347  NGVD 29 (??/??/92)  542.23   (m)         1779.0    (f) COMPUTED    1 2
 TF1347
 TF1347.Superseded values are not recommended for survey control.
 TF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1347.See file dsdata.txt to determine how the superseded data were derived.
 TF1347
 TF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU812825(NAD 83)
 TF1347_MARKER: DB = BENCH MARK DISK
 TF1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1347_STAMPING: K 5 ELEV 1778.989 FT
 TF1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1347+STABILITY: SURFACE MOTION
 TF1347
 TF1347  HISTORY     - Date     Condition        Report By
 TF1347  HISTORY     - UNK      MONUMENTED       CGS
 TF1347  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1347
 TF1347                          STATION DESCRIPTION
 TF1347
 TF1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1347'3.0 MI SE FROM BADEN.
 TF1347'ABOUT 3 MILES SE OF BADEN WARD COUNTY, ON THE SOO LINE RAILWAY, 126 FT
 TF1347'S OF MILEPOST 509, 204 FT NW OF THE WEST CORNER OF BRIDGE 508A, 53 FT
 TF1347'SW OF THE CENTER OF THE TRACK, AND IN LINE WITH THE ROW OF POLES. A
 TF1347'STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND STAMPED K 5 ELEV
 TF1347'1778.989 FT.  PROJECTS 2 INCHES ABOVE GROUND.  NOTE-- IT IS BELIEVED
 TF1347'TO HAVE BEEN DESTROYED IN ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0637 ***********************************************************************
 TG0637  DESIGNATION -  K 5 B 1
 TG0637  PID         -  TG0637
 TG0637  STATE/COUNTY-  ND/MOUNTRAIL
 TG0637  USGS QUAD   -  PALERMO NE (1981)
 TG0637
 TG0637                         *CURRENT SURVEY CONTROL
 TG0637  ___________________________________________________________________
 TG0637* NAD 83(1986)-  48 29 09.     (N)    102 01 16.     (W)     SCALED    
 TG0637* NAVD 88     -       699.325  (meters)    2294.37   (feet)  ADJUSTED  
 TG0637  ___________________________________________________________________
 TG0637  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TG0637  DYNAMIC HT  -         699.443 (meters)    2294.76  (feet)  COMP
 TG0637  MODELED GRAV-     980,756.7   (mgal)                       NAVD 88
 TG0637
 TG0637  VERT ORDER  -  SECOND    CLASS 0
 TG0637
 TG0637.The horizontal coordinates were scaled from a topographic map and have
 TG0637.an estimated accuracy of +/- 6 seconds.
 TG0637
 TG0637.The orthometric height was determined by differential leveling
 TG0637.and adjusted by the National Geodetic Survey in June 1991..
 TG0637
 TG0637.The geoid height was determined by GEOID03.
 TG0637
 TG0637.The dynamic height is computed by dividing the NAVD 88
 TG0637.geopotential number by the normal gravity value computed on the
 TG0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0637.degrees latitude (g = 980.6199 gals.).
 TG0637
 TG0637.The modeled gravity was interpolated from observed gravity values.
 TG0637
 TG0637;                    North         East    Units  Estimated Accuracy
 TG0637;SPC ND N     -   166,310.      487,570.      MT  (+/- 180 meters Scaled)
 TG0637
 TG0637                          SUPERSEDED SURVEY CONTROL
 TG0637
 TG0637  NGVD 29 (??/??/92)  698.91   (m)         2293.0    (f) COMPUTED    2 0
 TG0637
 TG0637.Superseded values are not recommended for survey control.
 TG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0637.See file dsdata.txt to determine how the superseded data were derived.
 TG0637
 TG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201745(NAD 83)
 TG0637_MARKER: DD = SURVEY DISK
 TG0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0637_SP_SET: PEDESTAL
 TG0637_STAMPING: B 1
 TG0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0637
 TG0637  HISTORY     - Date     Condition        Report By
 TG0637  HISTORY     - UNK      MONUMENTED       DOD
 TG0637  HISTORY     - 1963     GOOD             NGS
 TG0637
 TG0637                          STATION DESCRIPTION
 TG0637
 TG0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0637'4.7 MI S FROM COULEE.
 TG0637'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0637'RAILWAY STATION AT COULEE, THENCE 4.2 MILES SOUTH ALONG A GRAVELED
 TG0637'ROAD, THENCE 0.2 MILE SOUTH ACROSS A FIELD, ABOUT 0.1 MILE EAST OF A
 TG0637'FARMHOUSE, ON THE TOP OF A SLIGHT RIDGE IN A LARGE CULTIVATED FIELD, A
 TG0637'1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 27, R 88 W, T 158 N.
 TG0637'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0638 ***********************************************************************
 TG0638  DESIGNATION -  K 5 B 2
 TG0638  PID         -  TG0638
 TG0638  STATE/COUNTY-  ND/MOUNTRAIL
 TG0638  USGS QUAD   -  PALERMO NE (1981)
 TG0638
 TG0638                         *CURRENT SURVEY CONTROL
 TG0638  ___________________________________________________________________
 TG0638* NAD 83(1986)-  48 29 17.     (N)    102 01 23.     (W)     SCALED    
 TG0638* NAVD 88     -       697.077  (meters)    2286.99   (feet)  ADJUSTED  
 TG0638  ___________________________________________________________________
 TG0638  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TG0638  DYNAMIC HT  -         697.196 (meters)    2287.38  (feet)  COMP
 TG0638  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TG0638
 TG0638  VERT ORDER  -  SECOND    CLASS 0
 TG0638
 TG0638.The horizontal coordinates were scaled from a topographic map and have
 TG0638.an estimated accuracy of +/- 6 seconds.
 TG0638
 TG0638.The orthometric height was determined by differential leveling
 TG0638.and adjusted by the National Geodetic Survey in June 1991..
 TG0638
 TG0638.The geoid height was determined by GEOID03.
 TG0638
 TG0638.The dynamic height is computed by dividing the NAVD 88
 TG0638.geopotential number by the normal gravity value computed on the
 TG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0638.degrees latitude (g = 980.6199 gals.).
 TG0638
 TG0638.The modeled gravity was interpolated from observed gravity values.
 TG0638
 TG0638;                    North         East    Units  Estimated Accuracy
 TG0638;SPC ND N     -   166,560.      487,430.      MT  (+/- 180 meters Scaled)
 TG0638
 TG0638                          SUPERSEDED SURVEY CONTROL
 TG0638
 TG0638  NGVD 29 (??/??/92)  696.66   (m)         2285.6    (f) COMPUTED    2 0
 TG0638
 TG0638.Superseded values are not recommended for survey control.
 TG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0638.See file dsdata.txt to determine how the superseded data were derived.
 TG0638
 TG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP199748(NAD 83)
 TG0638_MARKER: DD = SURVEY DISK
 TG0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0638_SP_SET: PEDESTAL
 TG0638_STAMPING: B 2
 TG0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0638
 TG0638  HISTORY     - Date     Condition        Report By
 TG0638  HISTORY     - UNK      MONUMENTED       DOD
 TG0638  HISTORY     - 1963     GOOD             NGS
 TG0638
 TG0638                          STATION DESCRIPTION
 TG0638
 TG0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0638'4.6 MI S FROM COULEE.
 TG0638'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0638'RAILWAY STATION AT COULEE, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 TG0638'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, ABOUT 100 YARDS WEST
 TG0638'OF THE JUNCTION OF A DRIVEWAY LEADING SOUTH TO A FARMHOUSE, IN THE
 TG0638'NORTHEAST CORNER OF A CULTIVATED FIELD, 48 FEET SOUTH OF THE
 TG0638'CENTERLINE OF THE ROAD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0638'TRIBRACH, S 27, R 88 W, T 158 N.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0638'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0635 ***********************************************************************
 TG0635  DESIGNATION -  K 5 Z
 TG0635  PID         -  TG0635
 TG0635  STATE/COUNTY-  ND/MOUNTRAIL
 TG0635  USGS QUAD   -  PALERMO NE (1981)
 TG0635
 TG0635                         *CURRENT SURVEY CONTROL
 TG0635  ___________________________________________________________________
 TG0635* NAD 83(1986)-  48 29 05.     (N)    102 01 00.     (W)     SCALED    
 TG0635* NAVD 88     -       696.744  (meters)    2285.90   (feet)  ADJUSTED  
 TG0635  ___________________________________________________________________
 TG0635  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TG0635  DYNAMIC HT  -         696.863 (meters)    2286.29  (feet)  COMP
 TG0635  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TG0635
 TG0635  VERT ORDER  -  SECOND    CLASS 0
 TG0635
 TG0635.The horizontal coordinates were scaled from a topographic map and have
 TG0635.an estimated accuracy of +/- 6 seconds.
 TG0635
 TG0635.The orthometric height was determined by differential leveling
 TG0635.and adjusted by the National Geodetic Survey in June 1991..
 TG0635
 TG0635.The geoid height was determined by GEOID03.
 TG0635
 TG0635.The dynamic height is computed by dividing the NAVD 88
 TG0635.geopotential number by the normal gravity value computed on the
 TG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0635.degrees latitude (g = 980.6199 gals.).
 TG0635
 TG0635.The modeled gravity was interpolated from observed gravity values.
 TG0635
 TG0635;                    North         East    Units  Estimated Accuracy
 TG0635;SPC ND N     -   166,180.      487,890.      MT  (+/- 180 meters Scaled)
 TG0635
 TG0635                          SUPERSEDED SURVEY CONTROL
 TG0635
 TG0635  NGVD 29 (??/??/92)  696.33   (m)         2284.5    (f) COMPUTED    2 0
 TG0635
 TG0635.Superseded values are not recommended for survey control.
 TG0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0635.See file dsdata.txt to determine how the superseded data were derived.
 TG0635
 TG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204744(NAD 83)
 TG0635_MARKER: DS = TRIANGULATION STATION DISK
 TG0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0635_STAMPING: K 5 Z 1962
 TG0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0635+STABILITY: SURFACE MOTION
 TG0635
 TG0635  HISTORY     - Date     Condition        Report By
 TG0635  HISTORY     - 1962     MONUMENTED       CGS
 TG0635  HISTORY     - 1963     GOOD             NGS
 TG0635
 TG0635                          STATION DESCRIPTION
 TG0635
 TG0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0635'4.5 MI S FROM COULEE.
 TG0635'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0635'RAILWAY STATION AT COULEE, THENCE 4.2 MILES SOUTH ALONG A GRAVELED
 TG0635'ROAD, ABOUT 0.25 MILE SOUTH OF THE INTERSECTION OF A GRAVELED ROAD, 42
 TG0635'FEET WEST OF THE CENTERLINE OF THE ROAD, 31 FEET SOUTHEAST OF A POWER
 TG0635'POLE, 2.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TG0635'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TG0635'INCHES, S 27, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0634 ***********************************************************************
 TG0634  DESIGNATION -  K 5 Z RM 1
 TG0634  PID         -  TG0634
 TG0634  STATE/COUNTY-  ND/MOUNTRAIL
 TG0634  USGS QUAD   -  PALERMO NE (1981)
 TG0634
 TG0634                         *CURRENT SURVEY CONTROL
 TG0634  ___________________________________________________________________
 TG0634* NAD 83(1986)-  48 29 05.     (N)    102 01 00.     (W)     SCALED    
 TG0634* NAVD 88     -       697.024  (meters)    2286.82   (feet)  ADJUSTED  
 TG0634  ___________________________________________________________________
 TG0634  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TG0634  DYNAMIC HT  -         697.142 (meters)    2287.21  (feet)  COMP
 TG0634  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TG0634
 TG0634  VERT ORDER  -  SECOND    CLASS 0
 TG0634
 TG0634.The horizontal coordinates were scaled from a topographic map and have
 TG0634.an estimated accuracy of +/- 6 seconds.
 TG0634
 TG0634.The orthometric height was determined by differential leveling
 TG0634.and adjusted by the National Geodetic Survey in June 1991..
 TG0634
 TG0634.The geoid height was determined by GEOID03.
 TG0634
 TG0634.The dynamic height is computed by dividing the NAVD 88
 TG0634.geopotential number by the normal gravity value computed on the
 TG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0634.degrees latitude (g = 980.6199 gals.).
 TG0634
 TG0634.The modeled gravity was interpolated from observed gravity values.
 TG0634
 TG0634;                    North         East    Units  Estimated Accuracy
 TG0634;SPC ND N     -   166,180.      487,890.      MT  (+/- 180 meters Scaled)
 TG0634
 TG0634                          SUPERSEDED SURVEY CONTROL
 TG0634
 TG0634  NGVD 29 (??/??/92)  696.61   (m)         2285.5    (f) COMPUTED    2 0
 TG0634
 TG0634.Superseded values are not recommended for survey control.
 TG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0634.See file dsdata.txt to determine how the superseded data were derived.
 TG0634
 TG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204744(NAD 83)
 TG0634_MARKER: DR = REFERENCE MARK DISK
 TG0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0634_STAMPING: K 5 Z NO 1 1962
 TG0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0634+STABILITY: SURFACE MOTION
 TG0634
 TG0634  HISTORY     - Date     Condition        Report By
 TG0634  HISTORY     - 1962     MONUMENTED       CGS
 TG0634  HISTORY     - 1963     GOOD             NGS
 TG0634
 TG0634                          STATION DESCRIPTION
 TG0634
 TG0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0634'4.5 MI S FROM COULEE.
 TG0634'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0634'RAILWAY STATION AT COULEE, THENCE 4.2 MILES SOUTH ALONG A GRAVELED
 TG0634'ROAD, ABOUT 0.25 MILE SOUTH OF THE INTERSECTION OF A GRAVELED ROAD, 42
 TG0634'FEET WEST OF THE CENTERLINE OF THE ROAD, 42.6 FEET SOUTH OF THE
 TG0634'STATION MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TG0634'TOP OF A CONCRETE POST PROJECTING 2 INCHES, S 27, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0636 ***********************************************************************
 TG0636  DESIGNATION -  K 5 Z RM 2
 TG0636  PID         -  TG0636
 TG0636  STATE/COUNTY-  ND/MOUNTRAIL
 TG0636  USGS QUAD   -  PALERMO NE (1981)
 TG0636
 TG0636                         *CURRENT SURVEY CONTROL
 TG0636  ___________________________________________________________________
 TG0636* NAD 83(1986)-  48 29 05.     (N)    102 01 01.     (W)     SCALED    
 TG0636* NAVD 88     -       696.159  (meters)    2283.98   (feet)  ADJUSTED  
 TG0636  ___________________________________________________________________
 TG0636  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TG0636  DYNAMIC HT  -         696.277 (meters)    2284.37  (feet)  COMP
 TG0636  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TG0636
 TG0636  VERT ORDER  -  SECOND    CLASS 0
 TG0636
 TG0636.The horizontal coordinates were scaled from a topographic map and have
 TG0636.an estimated accuracy of +/- 6 seconds.
 TG0636
 TG0636.The orthometric height was determined by differential leveling
 TG0636.and adjusted by the National Geodetic Survey in June 1991..
 TG0636
 TG0636.The geoid height was determined by GEOID03.
 TG0636
 TG0636.The dynamic height is computed by dividing the NAVD 88
 TG0636.geopotential number by the normal gravity value computed on the
 TG0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0636.degrees latitude (g = 980.6199 gals.).
 TG0636
 TG0636.The modeled gravity was interpolated from observed gravity values.
 TG0636
 TG0636;                    North         East    Units  Estimated Accuracy
 TG0636;SPC ND N     -   166,180.      487,870.      MT  (+/- 180 meters Scaled)
 TG0636
 TG0636                          SUPERSEDED SURVEY CONTROL
 TG0636
 TG0636  NGVD 29 (??/??/92)  695.74   (m)         2282.6    (f) COMPUTED    2 0
 TG0636
 TG0636.Superseded values are not recommended for survey control.
 TG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0636.See file dsdata.txt to determine how the superseded data were derived.
 TG0636
 TG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204744(NAD 83)
 TG0636_MARKER: DR = REFERENCE MARK DISK
 TG0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0636_STAMPING: K 5 Z NO 2 1962
 TG0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0636+STABILITY: SURFACE MOTION
 TG0636
 TG0636  HISTORY     - Date     Condition        Report By
 TG0636  HISTORY     - 1962     MONUMENTED       CGS
 TG0636  HISTORY     - 1963     GOOD             NGS
 TG0636
 TG0636                          STATION DESCRIPTION
 TG0636
 TG0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0636'4.5 MI S FROM COULEE.
 TG0636'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0636'RAILWAY STATION AT COULEE, THENCE 4.2 MILES SOUTH ALONG A GRAVELED
 TG0636'ROAD, ABOUT 0.25 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 52.5 FEET
 TG0636'WEST OF THE CENTERLINE OF THE ROAD, 28.2 FEET NORTHWEST OF THE STATION
 TG0636'MARK, 3.0 FEET SOUTHEAST OF A POWER POLE, ABOUT 3 FEET BELOW THE LEVEL
 TG0636'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0636'INCHES, S 27, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0476 ***********************************************************************
 SL0476  DESIGNATION -  K 50
 SL0476  PID         -  SL0476
 SL0476  STATE/COUNTY-  ND/CASS
 SL0476  USGS QUAD   -  HUNTER (1967)
 SL0476
 SL0476                         *CURRENT SURVEY CONTROL
 SL0476  ___________________________________________________________________
 SL0476* NAD 83(1986)-  47 10 00.     (N)    097 13 03.     (W)     SCALED    
 SL0476* NAVD 88     -       299.734  (meters)     983.38   (feet)  ADJUSTED  
 SL0476  ___________________________________________________________________
 SL0476  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL0476  DYNAMIC HT  -         299.768 (meters)     983.49  (feet)  COMP
 SL0476  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 SL0476
 SL0476  VERT ORDER  -  SECOND    CLASS 0
 SL0476
 SL0476.The horizontal coordinates were scaled from a topographic map and have
 SL0476.an estimated accuracy of +/- 6 seconds.
 SL0476
 SL0476.The orthometric height was determined by differential leveling
 SL0476.and adjusted by the National Geodetic Survey in June 1991..
 SL0476
 SL0476.The geoid height was determined by GEOID03.
 SL0476
 SL0476.The dynamic height is computed by dividing the NAVD 88
 SL0476.geopotential number by the normal gravity value computed on the
 SL0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0476.degrees latitude (g = 980.6199 gals.).
 SL0476
 SL0476.The modeled gravity was interpolated from observed gravity values.
 SL0476
 SL0476;                    North         East    Units  Estimated Accuracy
 SL0476;SPC ND S     -   171,940.      848,790.      MT  (+/- 180 meters Scaled)
 SL0476
 SL0476                          SUPERSEDED SURVEY CONTROL
 SL0476
 SL0476  NGVD 29 (??/??/92)  299.400  (m)          982.28   (f) ADJ UNCH    2 0
 SL0476
 SL0476.Superseded values are not recommended for survey control.
 SL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0476.See file dsdata.txt to determine how the superseded data were derived.
 SL0476
 SL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT350252(NAD 83)
 SL0476_MARKER: DB = BENCH MARK DISK
 SL0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0476_STAMPING: K-50 -- 1934
 SL0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0476+STABILITY: SURFACE MOTION
 SL0476
 SL0476  HISTORY     - Date     Condition        Report By
 SL0476  HISTORY     - 1934     MONUMENTED       CGS
 SL0476  HISTORY     - 1967     GOOD             USAF
 SL0476
 SL0476                          STATION DESCRIPTION
 SL0476
 SL0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0476'1.7 MI S FROM HUNTER.
 SL0476'1.7 MILES SOUTH OF THE RAILWAY STATION AT HUNTER.  0.3 OF MILE NORTH
 SL0476'OF MILE POST NO. 73.  221 FT. NORTH OF CENTERLINE OF A COUNTY ROAD
 SL0476'THAT CROSSES TRACK.  36.8 FT. EAST OF EAST RAIL OF TRACK.  STANDARD
 SL0476'TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 SL0476
 SL0476                          STATION RECOVERY (1967)
 SL0476
 SL0476'RECOVERY NOTE BY US AIR FORCE 1967
 SL0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0731 ***********************************************************************
 RR0731  DESIGNATION -  K 501
 RR0731  PID         -  RR0731
 RR0731  STATE/COUNTY-  ND/MORTON
 RR0731  USGS QUAD   -  ALMONT EAST (1980)
 RR0731
 RR0731                         *CURRENT SURVEY CONTROL
 RR0731  ___________________________________________________________________
 RR0731* NAD 83(1986)-  46 39 34.     (N)    101 22 57.     (W)     SCALED    
 RR0731* NAVD 88     -       651.773  (meters)    2138.36   (feet)  ADJUSTED  
 RR0731  ___________________________________________________________________
 RR0731  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 RR0731  DYNAMIC HT  -         651.767 (meters)    2138.34  (feet)  COMP
 RR0731  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 RR0731
 RR0731  VERT ORDER  -  FIRST     CLASS II
 RR0731
 RR0731.The horizontal coordinates were scaled from a topographic map and have
 RR0731.an estimated accuracy of +/- 6 seconds.
 RR0731
 RR0731.The orthometric height was determined by differential leveling
 RR0731.and adjusted by the National Geodetic Survey in June 1991..
 RR0731
 RR0731.The geoid height was determined by GEOID03.
 RR0731
 RR0731.The dynamic height is computed by dividing the NAVD 88
 RR0731.geopotential number by the normal gravity value computed on the
 RR0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0731.degrees latitude (g = 980.6199 gals.).
 RR0731
 RR0731.The modeled gravity was interpolated from observed gravity values.
 RR0731
 RR0731;                    North         East    Units  Estimated Accuracy
 RR0731;SPC ND S     -   110,730.      532,460.      MT  (+/- 180 meters Scaled)
 RR0731
 RR0731                          SUPERSEDED SURVEY CONTROL
 RR0731
 RR0731.No superseded survey control is available for this station.
 RR0731
 RR0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS177700(NAD 83)
 RR0731_MARKER: I = METAL ROD
 RR0731_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RR0731+WITH SETTING: INFORMATION.
 RR0731_SP_SET: SHALLOW-SET METAL ROD
 RR0731_STAMPING: K 501 1985
 RR0731_MARK LOGO: NGS   
 RR0731_PROJECTION: FLUSH
 RR0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0731_ROD/PIPE-DEPTH: 1.1  meters
 RR0731
 RR0731  HISTORY     - Date     Condition        Report By
 RR0731  HISTORY     - 1985     MONUMENTED       NGS
 RR0731
 RR0731                          STATION DESCRIPTION
 RR0731
 RR0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0731'22.2 KM (13.8 MI) SOUTH FROM NEW SALEM.
 RR0731'22.2 KM (13.75 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0731'COUNTY ROAD 139 AT NEW SALEM, AT A SECTION LINE FENCE CORNER AND A
 RR0731'GRAVEL ROAD LEADING EAST, 32.6 METERS (107 FT) WEST OF THE CENTER OF
 RR0731'THE ROAD, 29.0 METERS (95 FT) NORTH OF THE FENCE CORNER, 5.2 METERS
 RR0731'(17 FT) NORTH OF THE CENTER OF A WIRE GATE AND 0.3 METER (1 FT) EAST
 RR0731'OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 RR0731'A 5-INCH LOGO CAP.
 RR0731'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RR0731'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0756 ***********************************************************************
 RR0756  DESIGNATION -  K 502
 RR0756  PID         -  RR0756
 RR0756  STATE/COUNTY-  ND/GRANT
 RR0756  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0756
 RR0756                         *CURRENT SURVEY CONTROL
 RR0756  ___________________________________________________________________
 RR0756* NAD 83(1986)-  46 12 03.     (N)    101 20 03.     (W)     SCALED    
 RR0756* NAVD 88     -       665.950  (meters)    2184.87   (feet)  ADJUSTED  
 RR0756  ___________________________________________________________________
 RR0756  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 RR0756  DYNAMIC HT  -         665.914 (meters)    2184.75  (feet)  COMP
 RR0756  MODELED GRAV-     980,537.5   (mgal)                       NAVD 88
 RR0756
 RR0756  VERT ORDER  -  FIRST     CLASS II
 RR0756
 RR0756.The horizontal coordinates were scaled from a topographic map and have
 RR0756.an estimated accuracy of +/- 6 seconds.
 RR0756
 RR0756.The orthometric height was determined by differential leveling
 RR0756.and adjusted by the National Geodetic Survey in June 1991..
 RR0756
 RR0756.The geoid height was determined by GEOID03.
 RR0756
 RR0756.The dynamic height is computed by dividing the NAVD 88
 RR0756.geopotential number by the normal gravity value computed on the
 RR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0756.degrees latitude (g = 980.6199 gals.).
 RR0756
 RR0756.The modeled gravity was interpolated from observed gravity values.
 RR0756
 RR0756;                    North         East    Units  Estimated Accuracy
 RR0756;SPC ND S     -    59,720.      535,620.      MT  (+/- 180 meters Scaled)
 RR0756
 RR0756                          SUPERSEDED SURVEY CONTROL
 RR0756
 RR0756.No superseded survey control is available for this station.
 RR0756
 RR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS199190(NAD 83)
 RR0756_MARKER: I = METAL ROD
 RR0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0756_SP_SET: STAINLESS STEEL ROD
 RR0756_STAMPING: K 502 1985
 RR0756_MARK LOGO: NGS   
 RR0756_PROJECTION: FLUSH
 RR0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0756_ROD/PIPE-DEPTH: 4.6  meters
 RR0756
 RR0756  HISTORY     - Date     Condition        Report By
 RR0756  HISTORY     - 1985     MONUMENTED       NGS
 RR0756
 RR0756                          STATION DESCRIPTION
 RR0756
 RR0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0756'18.5 KM (11.5 MI) SOUTH FROM RALEIGH.
 RR0756'18.5 KM (11.45 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF
 RR0756'MAIN STREET AT RALEIGH, NEAR A WIRE GATE, 30.5 METERS (100 FT) WEST OF
 RR0756'THE HIGHWAY CENTERLINE, 12.2 METERS (40 FT) NORTH OF THE CENTER OF THE
 RR0756'WIRE GATE AND 0.2 METER (0.5 FT) EAST OF THE RIGHT-OF-WAY FENCE.
 RR0756'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0756'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RR0756'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1193 ***********************************************************************
 RP1193  DESIGNATION -  K 504
 RP1193  PID         -  RP1193
 RP1193  STATE/COUNTY-  ND/RICHLAND
 RP1193  USGS QUAD   -  SONORA (1972)
 RP1193
 RP1193                         *CURRENT SURVEY CONTROL
 RP1193  ___________________________________________________________________
 RP1193* NAD 83(1986)-  46 03 05.     (N)    096 44 29.     (W)     SCALED    
 RP1193* NAVD 88     -       301.511  (meters)     989.21   (feet)  ADJUSTED  
 RP1193  ___________________________________________________________________
 RP1193  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP1193  DYNAMIC HT  -         301.513 (meters)     989.21  (feet)  COMP
 RP1193  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 RP1193
 RP1193  VERT ORDER  -  FIRST     CLASS II
 RP1193
 RP1193.The horizontal coordinates were scaled from a topographic map and have
 RP1193.an estimated accuracy of +/- 6 seconds.
 RP1193
 RP1193.The orthometric height was determined by differential leveling
 RP1193.and adjusted by the National Geodetic Survey in June 1991..
 RP1193
 RP1193.The geoid height was determined by GEOID03.
 RP1193
 RP1193.The dynamic height is computed by dividing the NAVD 88
 RP1193.geopotential number by the normal gravity value computed on the
 RP1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1193.degrees latitude (g = 980.6199 gals.).
 RP1193
 RP1193.The modeled gravity was interpolated from observed gravity values.
 RP1193
 RP1193;                    North         East    Units  Estimated Accuracy
 RP1193;SPC ND S     -    49,720.      890,780.      MT  (+/- 180 meters Scaled)
 RP1193
 RP1193                          SUPERSEDED SURVEY CONTROL
 RP1193
 RP1193.No superseded survey control is available for this station.
 RP1193
 RP1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS747022(NAD 83)
 RP1193_MARKER: I = METAL ROD
 RP1193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1193_SP_SET: STAINLESS STEEL ROD
 RP1193_STAMPING: K 504 1990
 RP1193_MARK LOGO: NGS   
 RP1193_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1193_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1193+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1193_ROD/PIPE-DEPTH: 6.7  meters
 RP1193
 RP1193  HISTORY     - Date     Condition        Report By
 RP1193  HISTORY     - 1990     MONUMENTED       NGS
 RP1193
 RP1193                          STATION DESCRIPTION
 RP1193
 RP1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1193'9.8 KM (6.1 MI) WESTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1193'STATE HIGHWAY 127 IN FAIRMOUNT, 24.2 M (79.4 FT) SOUTH OF THE HIGHWAY
 RP1193'CENTERLINE, 21.7 M (71.2 FT) EAST OF THE CENTERLINE OF COUNTY ROAD
 RP1193'81, 1.8 M (5.9 FT) WEST OF A UTILITY POLE, 0.7 M (2.3 FT) BELOW THE
 RP1193'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND
 RP1193'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1148 ***********************************************************************
 RP1148  DESIGNATION -  K 506
 RP1148  PID         -  RP1148
 RP1148  STATE/COUNTY-  ND/CASS
 RP1148  USGS QUAD   -  HICKSON (1979)
 RP1148
 RP1148                         *CURRENT SURVEY CONTROL
 RP1148  ___________________________________________________________________
 RP1148* NAD 83(1986)-  46 42 37.     (N)    096 47 54.     (W)     SCALED    
 RP1148* NAVD 88     -       277.067  (meters)     909.01   (feet)  ADJUSTED  
 RP1148  ___________________________________________________________________
 RP1148  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 RP1148  DYNAMIC HT  -         277.090 (meters)     909.09  (feet)  COMP
 RP1148  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 RP1148
 RP1148  VERT ORDER  -  FIRST     CLASS II
 RP1148
 RP1148.The horizontal coordinates were scaled from a topographic map and have
 RP1148.an estimated accuracy of +/- 6 seconds.
 RP1148
 RP1148.The orthometric height was determined by differential leveling
 RP1148.and adjusted by the National Geodetic Survey in June 1991..
 RP1148
 RP1148.The geoid height was determined by GEOID03.
 RP1148
 RP1148.The dynamic height is computed by dividing the NAVD 88
 RP1148.geopotential number by the normal gravity value computed on the
 RP1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1148.degrees latitude (g = 980.6199 gals.).
 RP1148
 RP1148.The modeled gravity was interpolated from observed gravity values.
 RP1148
 RP1148;                    North         East    Units  Estimated Accuracy
 RP1148;SPC ND S     -   122,670.      882,930.      MT  (+/- 180 meters Scaled)
 RP1148
 RP1148                          SUPERSEDED SURVEY CONTROL
 RP1148
 RP1148.No superseded survey control is available for this station.
 RP1148
 RP1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS682753(NAD 83)
 RP1148_MARKER: I = METAL ROD
 RP1148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1148_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1148_STAMPING: K 506 1990
 RP1148_MARK LOGO: NGS   
 RP1148_PROJECTION: FLUSH
 RP1148_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP1148+STABILITY: POSITION/ELEVATION WELL
 RP1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1148+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1148_ROD/PIPE-DEPTH: 19.8 meters
 RP1148_SLEEVE-DEPTH  : 12.2 meters
 RP1148
 RP1148  HISTORY     - Date     Condition        Report By
 RP1148  HISTORY     - 1990     MONUMENTED       NGS
 RP1148
 RP1148                          STATION DESCRIPTION
 RP1148
 RP1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1148'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1148'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1148'THENCE 10.4 KM (6.5 MI) SOUTHERLY ALONG COUNTY ROAD 81, NEAR THE
 RP1148'SOUTHWEST CORNER OF THE LOWER WILD RICE AND RED RIVER CEMETERY, 33.7
 RP1148'M (110.6 FT) WEST OF THE OLSTAD HEADSTONE, 30.4 M (99.7 FT) EAST OF
 RP1148'AND LEVEL WITH THE ROAD CENTERLINE, 14.8 M (48.6 FT) NORTH OF THE
 RP1148'CENTER OF A GRAVELED DRIVEWAY LEADING EAST, 4.4 M (14.4 FT) SOUTH OF
 RP1148'A WITNESS POST AND FENCE, AND 3.6 M (11.8 FT) EAST OF THE CENTER OF A
 RP1148'TRACK ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RP1148'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0567 ***********************************************************************
 SL0567  DESIGNATION -  K 52
 SL0567  PID         -  SL0567
 SL0567  STATE/COUNTY-  ND/STEELE
 SL0567  USGS QUAD   -  BLABON (1967)
 SL0567
 SL0567                         *CURRENT SURVEY CONTROL
 SL0567  ___________________________________________________________________
 SL0567* NAD 83(1986)-  47 28 15.     (N)    097 49 19.     (W)     SCALED    
 SL0567* NAVD 88     -       423.505  (meters)    1389.45   (feet)  ADJUSTED  
 SL0567  ___________________________________________________________________
 SL0567  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 SL0567  DYNAMIC HT  -         423.551 (meters)    1389.60  (feet)  COMP
 SL0567  MODELED GRAV-     980,706.8   (mgal)                       NAVD 88
 SL0567
 SL0567  VERT ORDER  -  SECOND    CLASS 0
 SL0567
 SL0567.The horizontal coordinates were scaled from a topographic map and have
 SL0567.an estimated accuracy of +/- 6 seconds.
 SL0567
 SL0567.The orthometric height was determined by differential leveling
 SL0567.and adjusted by the National Geodetic Survey in June 1991..
 SL0567
 SL0567.The geoid height was determined by GEOID03.
 SL0567
 SL0567.The dynamic height is computed by dividing the NAVD 88
 SL0567.geopotential number by the normal gravity value computed on the
 SL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0567.degrees latitude (g = 980.6199 gals.).
 SL0567
 SL0567.The modeled gravity was interpolated from observed gravity values.
 SL0567
 SL0567;                    North         East    Units  Estimated Accuracy
 SL0567;SPC ND N     -    55,860.      801,840.      MT  (+/- 180 meters Scaled)
 SL0567
 SL0567                          SUPERSEDED SURVEY CONTROL
 SL0567
 SL0567  NGVD 29 (??/??/92)  423.144  (m)         1388.26   (f) ADJ UNCH    2 0
 SL0567
 SL0567.Superseded values are not recommended for survey control.
 SL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0567.See file dsdata.txt to determine how the superseded data were derived.
 SL0567
 SL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT887581(NAD 83)
 SL0567_MARKER: DB = BENCH MARK DISK
 SL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0567_STAMPING: K 52 1934
 SL0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0567+STABILITY: SURFACE MOTION
 SL0567
 SL0567  HISTORY     - Date     Condition        Report By
 SL0567  HISTORY     - 1934     MONUMENTED       CGS
 SL0567  HISTORY     - 1963     GOOD             NGS
 SL0567
 SL0567                          STATION DESCRIPTION
 SL0567
 SL0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0567'3.1 MI S FROM FINLEY.
 SL0567'0.5 MILE SOUTH ALONG STATE HIGHWAYS 7 AND 32 FROM THE PUBLIC SCHOOL AT
 SL0567'FINLEY, THENCE 2.6 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY, OR
 SL0567'ABOUT 2.0 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE GRAIN
 SL0567'ELEVATOR AT PICKERT, IN SECTION 8, T 146 N, R 56 W, AT A CROSSING OF
 SL0567'THE RAILROAD AND A TRAIL ROAD, ABOUT 300 YARDS SOUTH OF A STEEL
 SL0567'RAILROAD BRIDGE, 45 1/2 FEET WEST OF THE WEST RAIL, 118 FEET NORTH OF
 SL0567'THE CENTER LINE OF THE TRAIL ROAD, 51 FEET EAST OF A WOODEN SNOW
 SL0567'FENCE, 19 FEET NORTH OF A TELEPHONE POLE, 0.8 FOOT EAST OF A METAL
 SL0567'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 SL0567'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0383 ***********************************************************************
 SM0383  DESIGNATION -  K 53
 SM0383  PID         -  SM0383
 SM0383  STATE/COUNTY-  ND/GRIGGS
 SM0383  USGS QUAD   -  HANNAFORD (1961)
 SM0383
 SM0383                         *CURRENT SURVEY CONTROL
 SM0383  ___________________________________________________________________
 SM0383* NAD 83(1986)-  47 18 33.     (N)    098 11 13.     (W)     SCALED    
 SM0383* NAVD 88     -       434.047  (meters)    1424.04   (feet)  ADJUSTED  
 SM0383  ___________________________________________________________________
 SM0383  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM0383  DYNAMIC HT  -         434.084 (meters)    1424.16  (feet)  COMP
 SM0383  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 SM0383
 SM0383  VERT ORDER  -  SECOND    CLASS 0
 SM0383
 SM0383.The horizontal coordinates were scaled from a topographic map and have
 SM0383.an estimated accuracy of +/- 6 seconds.
 SM0383
 SM0383.The orthometric height was determined by differential leveling
 SM0383.and adjusted by the National Geodetic Survey in June 1991..
 SM0383
 SM0383.The geoid height was determined by GEOID03.
 SM0383
 SM0383.The dynamic height is computed by dividing the NAVD 88
 SM0383.geopotential number by the normal gravity value computed on the
 SM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0383.degrees latitude (g = 980.6199 gals.).
 SM0383
 SM0383.The modeled gravity was interpolated from observed gravity values.
 SM0383
 SM0383;                    North         East    Units  Estimated Accuracy
 SM0383;SPC ND N     -    37,000.      774,880.      MT  (+/- 180 meters Scaled)
 SM0383
 SM0383                          SUPERSEDED SURVEY CONTROL
 SM0383
 SM0383  NGVD 29 (??/??/92)  433.689  (m)         1422.86   (f) ADJ UNCH    2 0
 SM0383
 SM0383.Superseded values are not recommended for survey control.
 SM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0383.See file dsdata.txt to determine how the superseded data were derived.
 SM0383
 SM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT614398(NAD 83)
 SM0383_MARKER: DB = BENCH MARK DISK
 SM0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0383_STAMPING: K 53 1934
 SM0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0383+STABILITY: SURFACE MOTION
 SM0383
 SM0383  HISTORY     - Date     Condition        Report By
 SM0383  HISTORY     - 1934     MONUMENTED       CGS
 SM0383  HISTORY     - 1963     GOOD             NGS
 SM0383
 SM0383                          STATION DESCRIPTION
 SM0383
 SM0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0383'IN HANNAFORD.
 SM0383'AT HANNAFORD, AT THE CROSSING OF THE NORTHERN PACIFIC AND GREAT
 SM0383'NORTHERN RAILWAYS, IN SECTION 8, T 144 N, R 59 W, 0.2 MILE NORTH OF
 SM0383'MILEPOST 26 ON THE NORTHERN PACIFIC RAILWAY, 0.2 MILE EAST OF MILEPOST
 SM0383'73 ON THE GREAT NORTHERN RAILWAY, 19 FEET WEST OF THE WEST RAIL OF THE
 SM0383'NORTHERN PACIFIC TRACK, 62 FEET SOUTH OF THE SOUTH RAIL OF THE GREAT
 SM0383'NORTHERN TRACK, 21 FEET SOUTH OF THE SOUTHEAST CORNER OF A SWITCH
 SM0383'TOWER, ABOUT LEVEL WITH THE TRACKS AND SET IN THE TOP OF A CONCRETE
 SM0383'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0049 ***********************************************************************
 SM0049  DESIGNATION -  K 54
 SM0049  PID         -  SM0049
 SM0049  STATE/COUNTY-  ND/NELSON
 SM0049  USGS QUAD   -  MC VILLE (1961)
 SM0049
 SM0049                         *CURRENT SURVEY CONTROL
 SM0049  ___________________________________________________________________
 SM0049* NAD 83(1986)-  47 45 57.     (N)    098 12 16.     (W)     SCALED    
 SM0049* NAVD 88     -       446.420  (meters)    1464.63   (feet)  ADJUSTED  
 SM0049  ___________________________________________________________________
 SM0049  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SM0049  DYNAMIC HT  -         446.494 (meters)    1464.87  (feet)  COMP
 SM0049  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 SM0049
 SM0049  VERT ORDER  -  SECOND    CLASS 0
 SM0049
 SM0049.The horizontal coordinates were scaled from a topographic map and have
 SM0049.an estimated accuracy of +/- 6 seconds.
 SM0049
 SM0049.The orthometric height was determined by differential leveling
 SM0049.and adjusted by the National Geodetic Survey in June 1991..
 SM0049
 SM0049.The geoid height was determined by GEOID03.
 SM0049
 SM0049.The dynamic height is computed by dividing the NAVD 88
 SM0049.geopotential number by the normal gravity value computed on the
 SM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0049.degrees latitude (g = 980.6199 gals.).
 SM0049
 SM0049.The modeled gravity was interpolated from observed gravity values.
 SM0049
 SM0049;                    North         East    Units  Estimated Accuracy
 SM0049;SPC ND N     -    87,710.      772,050.      MT  (+/- 180 meters Scaled)
 SM0049
 SM0049                          SUPERSEDED SURVEY CONTROL
 SM0049
 SM0049  NGVD 29 (??/??/92)  446.07   (m)         1463.5    (f) COMPUTED    2 0
 SM0049
 SM0049.Superseded values are not recommended for survey control.
 SM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0049.See file dsdata.txt to determine how the superseded data were derived.
 SM0049
 SM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT596905(NAD 83)
 SM0049_MARKER: DB = BENCH MARK DISK
 SM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0049_STAMPING: K 54 1934
 SM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0049+STABILITY: SURFACE MOTION
 SM0049
 SM0049  HISTORY     - Date     Condition        Report By
 SM0049  HISTORY     - 1934     MONUMENTED       CGS
 SM0049  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0049
 SM0049                          STATION DESCRIPTION
 SM0049
 SM0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0049'1.3 MI W FROM MCVILLE.
 SM0049'1.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0049'AT MCVILLE, NELSON COUNTY, 3 POLES NORTHWEST OF MILEPOST 79, 200 FEET
 SM0049'WEST OF A ROAD CROSSING, AND 52 FEET SOUTH OF THE SOUTH RAIL.  A
 SM0049'STANDARD DISK, STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0049'PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- SEVERAL PILES OF ROCK AND
 SM0049'DIRT HAVE BEEN PLACED NEAR THE DESCRIBED LOCATION OF THE MARK AND IT
 SM0049'COULD POSSIBLY BE UNDER ONE OF THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0348 ***********************************************************************
 TE0348  DESIGNATION -  K 55
 TE0348  PID         -  TE0348
 TE0348  STATE/COUNTY-  ND/RAMSEY
 TE0348  USGS QUAD   -  BROCKET (1971)
 TE0348
 TE0348                         *CURRENT SURVEY CONTROL
 TE0348  ___________________________________________________________________
 TE0348* NAD 83(1986)-  48 14 18.     (N)    098 21 23.     (W)     SCALED    
 TE0348* NAVD 88     -       464.376  (meters)    1523.54   (feet)  ADJUSTED  
 TE0348  ___________________________________________________________________
 TE0348  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0348  DYNAMIC HT  -         464.462 (meters)    1523.82  (feet)  COMP
 TE0348  MODELED GRAV-     980,781.0   (mgal)                       NAVD 88
 TE0348
 TE0348  VERT ORDER  -  SECOND    CLASS 0
 TE0348
 TE0348.The horizontal coordinates were scaled from a topographic map and have
 TE0348.an estimated accuracy of +/- 6 seconds.
 TE0348
 TE0348.The orthometric height was determined by differential leveling
 TE0348.and adjusted by the National Geodetic Survey in June 1991..
 TE0348.WARNING-Repeat measurements at this control monument indicate possible
 TE0348.vertical movement.
 TE0348
 TE0348.The geoid height was determined by GEOID03.
 TE0348
 TE0348.The dynamic height is computed by dividing the NAVD 88
 TE0348.geopotential number by the normal gravity value computed on the
 TE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0348.degrees latitude (g = 980.6199 gals.).
 TE0348
 TE0348.The modeled gravity was interpolated from observed gravity values.
 TE0348
 TE0348;                    North         East    Units  Estimated Accuracy
 TE0348;SPC ND N     -   139,900.      759,200.      MT  (+/- 180 meters Scaled)
 TE0348
 TE0348                          SUPERSEDED SURVEY CONTROL
 TE0348
 TE0348  NGVD 29 (??/??/92)  464.004  (m)         1522.32   (f) ADJ UNCH    2 0
 TE0348
 TE0348.Superseded values are not recommended for survey control.
 TE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0348.See file dsdata.txt to determine how the superseded data were derived.
 TE0348
 TE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU477429(NAD 83)
 TE0348_MARKER: DB = BENCH MARK DISK
 TE0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0348_STAMPING: K 55 1934
 TE0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0348+STABILITY: SURFACE MOTION
 TE0348
 TE0348  HISTORY     - Date     Condition        Report By
 TE0348  HISTORY     - 1934     MONUMENTED       CGS
 TE0348  HISTORY     - 1963     GOOD             NGS
 TE0348
 TE0348                          STATION DESCRIPTION
 TE0348
 TE0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0348'1.8 MI N FROM BROCKET.
 TE0348'1.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0348'BROCKET, IN S 22, R 60 W, T 155 N, ABOUT 0.2 MILE SOUTH OF MILEPOST
 TE0348'14, BETWEEN THE TRACK AND STATE HIGHWAY 1, 36.5 FEET SOUTHEAST OF THE
 TE0348'CENTER OF A GRAVELED ROAD CROSSING, 124.5 FEET WEST OF THE CENTER OF
 TE0348'THE INTERSECTION OF THE ROAD AND THE HIGHWAY, 26.2 FEET EAST OF THE
 TE0348'EAST RAIL, 22.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 31.0 FEET
 TE0348'NORTHWEST OF A POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 TE0348'ABOUT LEVEL WITH THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TE0348'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0948 ***********************************************************************
 TE0948  DESIGNATION -  K 56
 TE0948  PID         -  TE0948
 TE0948  STATE/COUNTY-  ND/CAVALIER
 TE0948  USGS QUAD   -  MUNICH (1970)
 TE0948
 TE0948                         *CURRENT SURVEY CONTROL
 TE0948  ___________________________________________________________________
 TE0948* NAD 83(1986)-  48 40 19.     (N)    098 50 03.     (W)     SCALED    
 TE0948* NAVD 88     -       486.590  (meters)    1596.42   (feet)  ADJUSTED  
 TE0948  ___________________________________________________________________
 TE0948  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 TE0948  DYNAMIC HT  -         486.694 (meters)    1596.76  (feet)  COMP
 TE0948  MODELED GRAV-     980,808.6   (mgal)                       NAVD 88
 TE0948
 TE0948  VERT ORDER  -  SECOND    CLASS 0
 TE0948
 TE0948.The horizontal coordinates were scaled from a topographic map and have
 TE0948.an estimated accuracy of +/- 6 seconds.
 TE0948
 TE0948.The orthometric height was determined by differential leveling
 TE0948.and adjusted by the National Geodetic Survey in June 1991..
 TE0948
 TE0948.The geoid height was determined by GEOID03.
 TE0948
 TE0948.The dynamic height is computed by dividing the NAVD 88
 TE0948.geopotential number by the normal gravity value computed on the
 TE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0948.degrees latitude (g = 980.6199 gals.).
 TE0948
 TE0948.The modeled gravity was interpolated from observed gravity values.
 TE0948
 TE0948;                    North         East    Units  Estimated Accuracy
 TE0948;SPC ND N     -   187,220.      722,680.      MT  (+/- 180 meters Scaled)
 TE0948
 TE0948                          SUPERSEDED SURVEY CONTROL
 TE0948
 TE0948  NGVD 29 (??/??/92)  486.185  (m)         1595.09   (f) ADJ UNCH    2 0
 TE0948
 TE0948.Superseded values are not recommended for survey control.
 TE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0948.See file dsdata.txt to determine how the superseded data were derived.
 TE0948
 TE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU122910(NAD 83)
 TE0948_MARKER: DB = BENCH MARK DISK
 TE0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0948_STAMPING: K 56 1934
 TE0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0948+STABILITY: SURFACE MOTION
 TE0948
 TE0948  HISTORY     - Date     Condition        Report By
 TE0948  HISTORY     - 1934     MONUMENTED       CGS
 TE0948  HISTORY     - 1969     MARK NOT FOUND   USGS
 TE0948
 TE0948                          STATION DESCRIPTION
 TE0948
 TE0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0948'IN MUNICH.
 TE0948'AT MUNICH, CAVALIER COUNTY, 232 FEET SOUTHEAST OF THE GREAT NORTHERN
 TE0948'RAILWAY STATION, 132 YARDS NORTHWEST OF MILEPOST 52, AND 85 FEET
 TE0948'SOUTHEAST OF THE CENTER OF THE CROSSING OF A DIRT ROAD.  A STANDARD
 TE0948'DISK, STAMPED K 56 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0948'PROJECTING 2 INCHES ABOVE GROUND.
 TE0948
 TE0948                          STATION RECOVERY (1969)
 TE0948
 TE0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0345 ***********************************************************************
 TD0345  DESIGNATION -  K 57
 TD0345  PID         -  TD0345
 TD0345  STATE/COUNTY-  ND/GRAND FORKS
 TD0345  USGS QUAD   -  OSLO SE (1966)
 TD0345
 TD0345                         *CURRENT SURVEY CONTROL
 TD0345  ___________________________________________________________________
 TD0345* NAD 83(1986)-  48 00 20.     (N)    097 06 47.     (W)     SCALED    
 TD0345* NAVD 88     -       252.545  (meters)     828.56   (feet)  ADJUSTED  
 TD0345  ___________________________________________________________________
 TD0345  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 TD0345  DYNAMIC HT  -         252.593 (meters)     828.72  (feet)  COMP
 TD0345  MODELED GRAV-     980,798.5   (mgal)                       NAVD 88
 TD0345
 TD0345  VERT ORDER  -  SECOND    CLASS 0
 TD0345
 TD0345.The horizontal coordinates were scaled from a topographic map and have
 TD0345.an estimated accuracy of +/- 6 seconds.
 TD0345
 TD0345.The orthometric height was determined by differential leveling
 TD0345.and adjusted by the National Geodetic Survey in June 1991..
 TD0345
 TD0345.The geoid height was determined by GEOID03.
 TD0345
 TD0345.The dynamic height is computed by dividing the NAVD 88
 TD0345.geopotential number by the normal gravity value computed on the
 TD0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0345.degrees latitude (g = 980.6199 gals.).
 TD0345
 TD0345.The modeled gravity was interpolated from observed gravity values.
 TD0345
 TD0345;                    North         East    Units  Estimated Accuracy
 TD0345;SPC ND N     -   117,360.      852,630.      MT  (+/- 180 meters Scaled)
 TD0345
 TD0345                          SUPERSEDED SURVEY CONTROL
 TD0345
 TD0345  NGVD 29 (??/??/92)  252.21   (m)          827.5    (f) COMPUTED    2 0
 TD0345
 TD0345.Superseded values are not recommended for survey control.
 TD0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0345.See file dsdata.txt to determine how the superseded data were derived.
 TD0345
 TD0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU407186(NAD 83)
 TD0345_MARKER: DB = BENCH MARK DISK
 TD0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0345_STAMPING: K-57 -- 1934
 TD0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0345+STABILITY: SURFACE MOTION
 TD0345
 TD0345  HISTORY     - Date     Condition        Report By
 TD0345  HISTORY     - 1934     MONUMENTED       CGS
 TD0345  HISTORY     - 1962     MARK NOT FOUND   USGS
 TD0345
 TD0345                          STATION DESCRIPTION
 TD0345
 TD0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0345'5.6 MI S FROM MANVEL.
 TD0345'5.6 MILES SOUTH OF THE G.N.R. STATION AT MANVEL.  5 MILES NORTH OF THE
 TD0345'CROSSING OF THE G.N.R. AND N.P.R. TRACKS.  290 YDS. SOUTH OF MILE POST
 TD0345'NO. 7.  126 FT. NORTH OF INTERSECTION OF THE CENTERLINE OF G.N.R. AND
 TD0345'A GRADED COUNTY ROAD.  48 1/2 FT. WEST OF CENTERLINE OF U.S. HY. 81.
 TD0345'32.9 FT. EAST OF EAST RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF
 TD0345'CONCRETE POST 8 IN. HIGH.
 TD0345
 TD0345                          STATION RECOVERY (1962)
 TD0345
 TD0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 TD0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0370 ***********************************************************************
 TD0370  DESIGNATION -  K 58
 TD0370  PID         -  TD0370
 TD0370  STATE/COUNTY-  ND/WALSH
 TD0370  USGS QUAD   -  OAKWOOD (1960)
 TD0370
 TD0370                         *CURRENT SURVEY CONTROL
 TD0370  ___________________________________________________________________
 TD0370* NAD 83(1986)-  48 29 05.     (N)    097 17 56.     (W)     SCALED    
 TD0370* NAVD 88     -       246.766  (meters)     809.60   (feet)  ADJUSTED  
 TD0370  ___________________________________________________________________
 TD0370  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 TD0370  DYNAMIC HT  -         246.825 (meters)     809.79  (feet)  COMP
 TD0370  MODELED GRAV-     980,847.7   (mgal)                       NAVD 88
 TD0370
 TD0370  VERT ORDER  -  SECOND    CLASS 0
 TD0370
 TD0370.The horizontal coordinates were scaled from a topographic map and have
 TD0370.an estimated accuracy of +/- 6 seconds.
 TD0370
 TD0370.The orthometric height was determined by differential leveling
 TD0370.and adjusted by the National Geodetic Survey in June 1991..
 TD0370
 TD0370.The geoid height was determined by GEOID03.
 TD0370
 TD0370.The dynamic height is computed by dividing the NAVD 88
 TD0370.geopotential number by the normal gravity value computed on the
 TD0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0370.degrees latitude (g = 980.6199 gals.).
 TD0370
 TD0370.The modeled gravity was interpolated from observed gravity values.
 TD0370
 TD0370;                    North         East    Units  Estimated Accuracy
 TD0370;SPC ND N     -   169,990.      836,560.      MT  (+/- 180 meters Scaled)
 TD0370
 TD0370                          SUPERSEDED SURVEY CONTROL
 TD0370
 TD0370  NGVD 29 (??/??/92)  246.417  (m)          808.45   (f) ADJ UNCH    2 0
 TD0370
 TD0370.Superseded values are not recommended for survey control.
 TD0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0370.See file dsdata.txt to determine how the superseded data were derived.
 TD0370
 TD0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU257715(NAD 83)
 TD0370_MARKER: DB = BENCH MARK DISK
 TD0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0370_STAMPING: K-58 -- 1934
 TD0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0370+STABILITY: SURFACE MOTION
 TD0370
 TD0370  HISTORY     - Date     Condition        Report By
 TD0370  HISTORY     - 1934     MONUMENTED       CGS
 TD0370
 TD0370                          STATION DESCRIPTION
 TD0370
 TD0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0370'7 MI NE FROM GRAFTON.
 TD0370'7 MILES NORTHEAST OF THE N.P.R. STATION AT GRAFTON.  327 YDS.
 TD0370'NORTHEAST OF MILE POST NO. 152.  273 YDS. NORTHEAST OF THE NORTHEAST
 TD0370'CORNER OF CASHEL STATION.  58 YDS. SOUTHWEST OF NORTHEAST END OF SIDE
 TD0370'TRACK AT CASHEL.  57 FT. NORTHEAST OF CENTERLINE OF A SECTION ROAD
 TD0370'THAT CROSSES TRACK.  45 FT. NORTHWEST OF NORTH RAIL OF MAINLINE TRACK.
 TD0370'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0336 ***********************************************************************
 TD0336  DESIGNATION -  K 59
 TD0336  PID         -  TD0336
 TD0336  STATE/COUNTY-  ND/WALSH
 TD0336  USGS QUAD   -  GRAFTON (1960)
 TD0336
 TD0336                         *CURRENT SURVEY CONTROL
 TD0336  ___________________________________________________________________
 TD0336* NAD 83(1986)-  48 24 45.     (N)    097 28 54.     (W)     SCALED    
 TD0336* NAVD 88     -       256.449  (meters)     841.37   (feet)  ADJUSTED  
 TD0336  ___________________________________________________________________
 TD0336  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 TD0336  DYNAMIC HT  -         256.510 (meters)     841.57  (feet)  COMP
 TD0336  MODELED GRAV-     980,841.6   (mgal)                       NAVD 88
 TD0336
 TD0336  VERT ORDER  -  SECOND    CLASS 0
 TD0336
 TD0336.The horizontal coordinates were scaled from a topographic map and have
 TD0336.an estimated accuracy of +/- 6 seconds.
 TD0336
 TD0336.The orthometric height was determined by differential leveling
 TD0336.and adjusted by the National Geodetic Survey in June 1991..
 TD0336
 TD0336.The geoid height was determined by GEOID03.
 TD0336
 TD0336.The dynamic height is computed by dividing the NAVD 88
 TD0336.geopotential number by the normal gravity value computed on the
 TD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0336.degrees latitude (g = 980.6199 gals.).
 TD0336
 TD0336.The modeled gravity was interpolated from observed gravity values.
 TD0336
 TD0336;                    North         East    Units  Estimated Accuracy
 TD0336;SPC ND N     -   161,420.      823,380.      MT  (+/- 180 meters Scaled)
 TD0336
 TD0336                          SUPERSEDED SURVEY CONTROL
 TD0336
 TD0336  NGVD 29 (??/??/92)  256.12   (m)          840.3    (f) COMPUTED    2 0
 TD0336
 TD0336.Superseded values are not recommended for survey control.
 TD0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0336.See file dsdata.txt to determine how the superseded data were derived.
 TD0336
 TD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU123632(NAD 83)
 TD0336_MARKER: DB = BENCH MARK DISK
 TD0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0336_STAMPING: K-59 -- 1934
 TD0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0336+STABILITY: SURFACE MOTION
 TD0336
 TD0336  HISTORY     - Date     Condition        Report By
 TD0336  HISTORY     - 1934     MONUMENTED       CGS
 TD0336  HISTORY     - 1962     MARK NOT FOUND   NGS
 TD0336
 TD0336                          STATION DESCRIPTION
 TD0336
 TD0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0336'3.7 MI W FROM GRAFTON.
 TD0336'3.7 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT GRAFTON,
 TD0336'WALSH COUNTY, ABOUT 0.4 MILE EAST OF THE SCHOOLHOUSE AT THE
 TD0336'INTERSECTION OF A SECTION-LINE ROAD, ABOUT 136 YARDS WEST OF A CROSS
 TD0336'ROAD, AND 38 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 TD0336'STANDARD DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A CONCRETE POST
 TD0336'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 TD0336
 TD0336                          STATION RECOVERY (1962)
 TD0336
 TD0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TD0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0645 ***********************************************************************
 TG0645  DESIGNATION -  K 6 B 1
 TG0645  PID         -  TG0645
 TG0645  STATE/COUNTY-  ND/MOUNTRAIL
 TG0645  USGS QUAD   -  PALERMO NE (1981)
 TG0645
 TG0645                         *CURRENT SURVEY CONTROL
 TG0645  ___________________________________________________________________
 TG0645* NAD 83(1986)-  48 26 50.     (N)    102 06 27.     (W)     SCALED    
 TG0645* NAVD 88     -       686.844  (meters)    2253.42   (feet)  ADJUSTED  
 TG0645  ___________________________________________________________________
 TG0645  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG0645  DYNAMIC HT  -         686.956 (meters)    2253.79  (feet)  COMP
 TG0645  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 TG0645
 TG0645  VERT ORDER  -  SECOND    CLASS 0
 TG0645
 TG0645.The horizontal coordinates were scaled from a topographic map and have
 TG0645.an estimated accuracy of +/- 6 seconds.
 TG0645
 TG0645.The orthometric height was determined by differential leveling
 TG0645.and adjusted by the National Geodetic Survey in June 1991..
 TG0645
 TG0645.The geoid height was determined by GEOID03.
 TG0645
 TG0645.The dynamic height is computed by dividing the NAVD 88
 TG0645.geopotential number by the normal gravity value computed on the
 TG0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0645.degrees latitude (g = 980.6199 gals.).
 TG0645
 TG0645.The modeled gravity was interpolated from observed gravity values.
 TG0645
 TG0645;                    North         East    Units  Estimated Accuracy
 TG0645;SPC ND N     -   162,150.      481,090.      MT  (+/- 180 meters Scaled)
 TG0645
 TG0645                          SUPERSEDED SURVEY CONTROL
 TG0645
 TG0645  NGVD 29 (??/??/92)  686.42   (m)         2252.0    (f) COMPUTED    2 0
 TG0645
 TG0645.Superseded values are not recommended for survey control.
 TG0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0645.See file dsdata.txt to determine how the superseded data were derived.
 TG0645
 TG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP138700(NAD 83)
 TG0645_MARKER: DD = SURVEY DISK
 TG0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0645_SP_SET: PEDESTAL
 TG0645_STAMPING: B 1
 TG0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0645
 TG0645  HISTORY     - Date     Condition        Report By
 TG0645  HISTORY     - UNK      MONUMENTED       DOD
 TG0645  HISTORY     - 1963     GOOD             NGS
 TG0645
 TG0645                          STATION DESCRIPTION
 TG0645
 TG0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0645'11.7 MI SW FROM COULEE.
 TG0645'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0645'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0645'ROAD, THENCE 4.2 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0645'THENCE 0.2 MILE NORTH ACROSS A CULTIVATED FIELD, NEAR A SMALL STOCK
 TG0645'POND, ON THE WEST SLOPE OF A SLIGHT KNOLL, A 1 1/2 X 4 FOOT CONCRETE
 TG0645'PEDESTAL WITH TRIBRACH, S 6, R 89 W, T 157 N.  NOTE-- CENTER OF THE
 TG0645'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0644 ***********************************************************************
 TG0644  DESIGNATION -  K 6 B 2
 TG0644  PID         -  TG0644
 TG0644  STATE/COUNTY-  ND/MOUNTRAIL
 TG0644  USGS QUAD   -  PALERMO NE (1981)
 TG0644
 TG0644                         *CURRENT SURVEY CONTROL
 TG0644  ___________________________________________________________________
 TG0644* NAD 83(1986)-  48 27 03.     (N)    102 06 27.     (W)     SCALED    
 TG0644* NAVD 88     -       691.249  (meters)    2267.87   (feet)  ADJUSTED  
 TG0644  ___________________________________________________________________
 TG0644  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG0644  DYNAMIC HT  -         691.362 (meters)    2268.24  (feet)  COMP
 TG0644  MODELED GRAV-     980,750.8   (mgal)                       NAVD 88
 TG0644
 TG0644  VERT ORDER  -  SECOND    CLASS 0
 TG0644
 TG0644.The horizontal coordinates were scaled from a topographic map and have
 TG0644.an estimated accuracy of +/- 6 seconds.
 TG0644
 TG0644.The orthometric height was determined by differential leveling
 TG0644.and adjusted by the National Geodetic Survey in June 1991..
 TG0644
 TG0644.The geoid height was determined by GEOID03.
 TG0644
 TG0644.The dynamic height is computed by dividing the NAVD 88
 TG0644.geopotential number by the normal gravity value computed on the
 TG0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0644.degrees latitude (g = 980.6199 gals.).
 TG0644
 TG0644.The modeled gravity was interpolated from observed gravity values.
 TG0644
 TG0644;                    North         East    Units  Estimated Accuracy
 TG0644;SPC ND N     -   162,550.      481,100.      MT  (+/- 180 meters Scaled)
 TG0644
 TG0644                          SUPERSEDED SURVEY CONTROL
 TG0644
 TG0644  NGVD 29 (??/??/92)  690.82   (m)         2266.5    (f) COMPUTED    2 0
 TG0644
 TG0644.Superseded values are not recommended for survey control.
 TG0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0644.See file dsdata.txt to determine how the superseded data were derived.
 TG0644
 TG0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP138704(NAD 83)
 TG0644_MARKER: DD = SURVEY DISK
 TG0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0644_SP_SET: PEDESTAL
 TG0644_STAMPING: B 2
 TG0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0644
 TG0644  HISTORY     - Date     Condition        Report By
 TG0644  HISTORY     - UNK      MONUMENTED       DOD
 TG0644  HISTORY     - 1963     GOOD             NGS
 TG0644
 TG0644                          STATION DESCRIPTION
 TG0644
 TG0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0644'11.8 MI SW FROM COULEE.
 TG0644'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0644'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0644'ROAD, THENCE 4.0 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0644'THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE NORTHWEST
 TG0644'ACROSS A CULTIVATED FIELD, NEAR THE CREST OF A SLIGHT KNOLL, A 1 1/2 X
 TG0644'4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 6, R 89 W, T 157 N. NOTE--
 TG0644'CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0415 ***********************************************************************
 TG0415  DESIGNATION -  K 6 RESET
 TG0415  PID         -  TG0415
 TG0415  STATE/COUNTY-  ND/MOUNTRAIL
 TG0415  USGS QUAD   -  BLAISDELL (1981)
 TG0415
 TG0415                         *CURRENT SURVEY CONTROL
 TG0415  ___________________________________________________________________
 TG0415* NAD 83(1986)-  48 20 13.     (N)    102 00 27.     (W)     SCALED    
 TG0415* NAVD 88     -       679.887  (meters)    2230.60   (feet)  ADJUSTED  
 TG0415  ___________________________________________________________________
 TG0415  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG0415  DYNAMIC HT  -         679.995 (meters)    2230.95  (feet)  COMP
 TG0415  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 TG0415
 TG0415  VERT ORDER  -  FIRST     CLASS II
 TG0415
 TG0415.The horizontal coordinates were scaled from a topographic map and have
 TG0415.an estimated accuracy of +/- 6 seconds.
 TG0415
 TG0415.The orthometric height was determined by differential leveling
 TG0415.and adjusted by the National Geodetic Survey in June 1991..
 TG0415
 TG0415.The geoid height was determined by GEOID03.
 TG0415
 TG0415.The dynamic height is computed by dividing the NAVD 88
 TG0415.geopotential number by the normal gravity value computed on the
 TG0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0415.degrees latitude (g = 980.6199 gals.).
 TG0415
 TG0415.The modeled gravity was interpolated from observed gravity values.
 TG0415
 TG0415;                    North         East    Units  Estimated Accuracy
 TG0415;SPC ND N     -   149,740.      488,250.      MT  (+/- 180 meters Scaled)
 TG0415
 TG0415                          SUPERSEDED SURVEY CONTROL
 TG0415
 TG0415  NGVD 29 (??/??/92)  679.45   (m)         2229.2    (f) COMPUTED    1 2
 TG0415
 TG0415.Superseded values are not recommended for survey control.
 TG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0415.See file dsdata.txt to determine how the superseded data were derived.
 TG0415
 TG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP217580(NAD 83)
 TG0415_MARKER: DB = BENCH MARK DISK
 TG0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0415_STAMPING: K 6 RESET 1963
 TG0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0415+STABILITY: SURFACE MOTION
 TG0415
 TG0415  HISTORY     - Date     Condition        Report By
 TG0415  HISTORY     - 1963     MONUMENTED       CGS
 TG0415
 TG0415                          STATION DESCRIPTION
 TG0415
 TG0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0415'3.4 MI E FROM BLAISDELL.
 TG0415'ABOUT 3.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0415'AT BLAISDELL, OR 3.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM
 TG0415'THE STATION AT TAGUS, ABOUT 8 RAILS EAST OF A PRIVATE ROAD CROSSING,
 TG0415'ABOUT 5 RAILS WEST OF MILEPOST 36, ABOUT 35 YARDS WEST OF THE CENTER
 TG0415'OF A SMALL RAVINE THAT LEADS SOUTH AWAY FROM THE TRACK, 71.5 FEET
 TG0415'SOUTH OF THE SOUTH RAIL, 34.5 FEET NORTHEAST OF THE 3RD TELEPHONE POLE
 TG0415'EAST OF THE CROSSING, 2.0 FEET NORTH OF A RIGHT-OF-WAY FENCE, 1.6 FEET
 TG0415'EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 TG0415'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, S
 TG0415'16, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0647 ***********************************************************************
 TG0647  DESIGNATION -  K 6 Z
 TG0647  PID         -  TG0647
 TG0647  STATE/COUNTY-  ND/MOUNTRAIL
 TG0647  USGS QUAD   -  PALERMO NE (1981)
 TG0647
 TG0647                         *CURRENT SURVEY CONTROL
 TG0647  ___________________________________________________________________
 TG0647* NAD 83(1986)-  48 26 41.     (N)    102 06 47.     (W)     SCALED    
 TG0647* NAVD 88     -       692.272  (meters)    2271.23   (feet)  ADJUSTED  
 TG0647  ___________________________________________________________________
 TG0647  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG0647  DYNAMIC HT  -         692.385 (meters)    2271.60  (feet)  COMP
 TG0647  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TG0647
 TG0647  VERT ORDER  -  SECOND    CLASS 0
 TG0647
 TG0647.The horizontal coordinates were scaled from a topographic map and have
 TG0647.an estimated accuracy of +/- 6 seconds.
 TG0647
 TG0647.The orthometric height was determined by differential leveling
 TG0647.and adjusted by the National Geodetic Survey in June 1991..
 TG0647
 TG0647.The geoid height was determined by GEOID03.
 TG0647
 TG0647.The dynamic height is computed by dividing the NAVD 88
 TG0647.geopotential number by the normal gravity value computed on the
 TG0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0647.degrees latitude (g = 980.6199 gals.).
 TG0647
 TG0647.The modeled gravity was interpolated from observed gravity values.
 TG0647
 TG0647;                    North         East    Units  Estimated Accuracy
 TG0647;SPC ND N     -   161,880.      480,680.      MT  (+/- 180 meters Scaled)
 TG0647
 TG0647                          SUPERSEDED SURVEY CONTROL
 TG0647
 TG0647  NGVD 29 (??/??/92)  691.84   (m)         2269.8    (f) COMPUTED    2 0
 TG0647
 TG0647.Superseded values are not recommended for survey control.
 TG0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0647.See file dsdata.txt to determine how the superseded data were derived.
 TG0647
 TG0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP134697(NAD 83)
 TG0647_MARKER: DS = TRIANGULATION STATION DISK
 TG0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0647_STAMPING: K 6 Z 1962
 TG0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0647+STABILITY: SURFACE MOTION
 TG0647
 TG0647  HISTORY     - Date     Condition        Report By
 TG0647  HISTORY     - 1962     MONUMENTED       CGS
 TG0647  HISTORY     - 1963     GOOD             NGS
 TG0647
 TG0647                          STATION DESCRIPTION
 TG0647
 TG0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0647'11.7 MI SW FROM COULEE.
 TG0647'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0647'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0647'ROAD, THENCE 4.4 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0647'ABOUT 0.45 MILE WEST OF A GRAVELED ROAD INTERSECTION, 41 FEET NORTH OF
 TG0647'THE CENTERLINE OF THE ROAD, 20 FEET EAST OF THE CENTER OF A WIRE GATE
 TG0647'ACROSS THE ENTRANCE TO A PASTURE, 6 FEET SOUTH OF A FENCE, 5.6 FEET
 TG0647'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TG0647'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 6,
 TG0647'R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0646 ***********************************************************************
 TG0646  DESIGNATION -  K 6 Z RM 1
 TG0646  PID         -  TG0646
 TG0646  STATE/COUNTY-  ND/MOUNTRAIL
 TG0646  USGS QUAD   -  PALERMO NE (1981)
 TG0646
 TG0646                         *CURRENT SURVEY CONTROL
 TG0646  ___________________________________________________________________
 TG0646* NAD 83(1986)-  48 26 41.     (N)    102 06 47.     (W)     SCALED    
 TG0646* NAVD 88     -       693.444  (meters)    2275.07   (feet)  ADJUSTED  
 TG0646  ___________________________________________________________________
 TG0646  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG0646  DYNAMIC HT  -         693.558 (meters)    2275.45  (feet)  COMP
 TG0646  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TG0646
 TG0646  VERT ORDER  -  SECOND    CLASS 0
 TG0646
 TG0646.The horizontal coordinates were scaled from a topographic map and have
 TG0646.an estimated accuracy of +/- 6 seconds.
 TG0646
 TG0646.The orthometric height was determined by differential leveling
 TG0646.and adjusted by the National Geodetic Survey in June 1991..
 TG0646
 TG0646.The geoid height was determined by GEOID03.
 TG0646
 TG0646.The dynamic height is computed by dividing the NAVD 88
 TG0646.geopotential number by the normal gravity value computed on the
 TG0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0646.degrees latitude (g = 980.6199 gals.).
 TG0646
 TG0646.The modeled gravity was interpolated from observed gravity values.
 TG0646
 TG0646;                    North         East    Units  Estimated Accuracy
 TG0646;SPC ND N     -   161,880.      480,680.      MT  (+/- 180 meters Scaled)
 TG0646
 TG0646                          SUPERSEDED SURVEY CONTROL
 TG0646
 TG0646  NGVD 29 (??/??/92)  693.02   (m)         2273.7    (f) COMPUTED    2 0
 TG0646
 TG0646.Superseded values are not recommended for survey control.
 TG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0646.See file dsdata.txt to determine how the superseded data were derived.
 TG0646
 TG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP134697(NAD 83)
 TG0646_MARKER: DR = REFERENCE MARK DISK
 TG0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0646_STAMPING: K 6 Z NO 1 1962
 TG0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0646+STABILITY: SURFACE MOTION
 TG0646
 TG0646  HISTORY     - Date     Condition        Report By
 TG0646  HISTORY     - 1962     MONUMENTED       CGS
 TG0646  HISTORY     - 1963     GOOD             NGS
 TG0646
 TG0646                          STATION DESCRIPTION
 TG0646
 TG0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0646'11.7 MI SW FROM COULEE.
 TG0646'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0646'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0646'ROAD, THENCE 4.4 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0646'ABOUT 0.45 MILE WEST OF A GRAVELED ROAD INTERSECTION, ON THE EAST
 TG0646'SLOPE AND NEAR THE TOP OF A SHORT STEEP HILL, 82.1 FEET SOUTH AND
 TG0646'ACROSS THE ROAD FROM THE STATION MARK, 41.0 FEET SOUTH OF THE
 TG0646'CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A FENCE, ABOUT 2 FEET ABOVE
 TG0646'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0646'PROJECTING 4 INCHES, S 12, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0648 ***********************************************************************
 TG0648  DESIGNATION -  K 6 Z RM 2
 TG0648  PID         -  TG0648
 TG0648  STATE/COUNTY-  ND/MOUNTRAIL
 TG0648  USGS QUAD   -  PALERMO NE (1981)
 TG0648
 TG0648                         *CURRENT SURVEY CONTROL
 TG0648  ___________________________________________________________________
 TG0648* NAD 83(1986)-  48 26 41.     (N)    102 06 47.     (W)     SCALED    
 TG0648* NAVD 88     -       692.957  (meters)    2273.48   (feet)  ADJUSTED  
 TG0648  ___________________________________________________________________
 TG0648  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG0648  DYNAMIC HT  -         693.070 (meters)    2273.85  (feet)  COMP
 TG0648  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TG0648
 TG0648  VERT ORDER  -  SECOND    CLASS 0
 TG0648
 TG0648.The horizontal coordinates were scaled from a topographic map and have
 TG0648.an estimated accuracy of +/- 6 seconds.
 TG0648
 TG0648.The orthometric height was determined by differential leveling
 TG0648.and adjusted by the National Geodetic Survey in June 1991..
 TG0648
 TG0648.The geoid height was determined by GEOID03.
 TG0648
 TG0648.The dynamic height is computed by dividing the NAVD 88
 TG0648.geopotential number by the normal gravity value computed on the
 TG0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0648.degrees latitude (g = 980.6199 gals.).
 TG0648
 TG0648.The modeled gravity was interpolated from observed gravity values.
 TG0648
 TG0648;                    North         East    Units  Estimated Accuracy
 TG0648;SPC ND N     -   161,880.      480,680.      MT  (+/- 180 meters Scaled)
 TG0648
 TG0648                          SUPERSEDED SURVEY CONTROL
 TG0648
 TG0648  NGVD 29 (??/??/92)  692.53   (m)         2272.1    (f) COMPUTED    2 0
 TG0648
 TG0648.Superseded values are not recommended for survey control.
 TG0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0648.See file dsdata.txt to determine how the superseded data were derived.
 TG0648
 TG0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP134697(NAD 83)
 TG0648_MARKER: DR = REFERENCE MARK DISK
 TG0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0648_STAMPING: K 6 Z NO 2 1962
 TG0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0648+STABILITY: SURFACE MOTION
 TG0648
 TG0648  HISTORY     - Date     Condition        Report By
 TG0648  HISTORY     - 1962     MONUMENTED       CGS
 TG0648  HISTORY     - 1963     GOOD             NGS
 TG0648
 TG0648                          STATION DESCRIPTION
 TG0648
 TG0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0648'11.7 MI SW FROM COULEE.
 TG0648'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0648'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0648'ROAD, THENCE 4.4 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0648'ABOUT 0.45 MILE WEST OF A GRAVELED ROAD INTERSECTION, ON THE EAST
 TG0648'SLOPE AND NEAR THE TOP OF A SHORT STEEP HILL, 43 FEET NORTH OF THE
 TG0648'CENTERLINE OF THE ROAD, 47.9 FEET WEST OF THE STATION MARK, 28 FEET
 TG0648'WEST OF THE CENTER OF A WIRE GATE AT THE ENTRANCE TO A PASTURE, 3 FEET
 TG0648'NORTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 TG0648'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, S 6, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0066 ***********************************************************************
 TE0066  DESIGNATION -  K 60 RESET
 TE0066  PID         -  TE0066
 TE0066  STATE/COUNTY-  ND/CAVALIER
 TE0066  USGS QUAD   -  EASBY (1972)
 TE0066
 TE0066                         *CURRENT SURVEY CONTROL
 TE0066  ___________________________________________________________________
 TE0066* NAD 83(1986)-  48 37 51.     (N)    098 16 28.     (W)     SCALED    
 TE0066* NAVD 88     -       497.245  (meters)    1631.38   (feet)  ADJUSTED  
 TE0066  ___________________________________________________________________
 TE0066  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 TE0066  DYNAMIC HT  -         497.345 (meters)    1631.71  (feet)  COMP
 TE0066  MODELED GRAV-     980,795.6   (mgal)                       NAVD 88
 TE0066
 TE0066  VERT ORDER  -  SECOND    CLASS 0
 TE0066
 TE0066.The horizontal coordinates were scaled from a topographic map and have
 TE0066.an estimated accuracy of +/- 6 seconds.
 TE0066
 TE0066.The orthometric height was determined by differential leveling
 TE0066.and adjusted by the National Geodetic Survey in June 1991..
 TE0066
 TE0066.The geoid height was determined by GEOID03.
 TE0066
 TE0066.The dynamic height is computed by dividing the NAVD 88
 TE0066.geopotential number by the normal gravity value computed on the
 TE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0066.degrees latitude (g = 980.6199 gals.).
 TE0066
 TE0066.The modeled gravity was interpolated from observed gravity values.
 TE0066
 TE0066;                    North         East    Units  Estimated Accuracy
 TE0066;SPC ND N     -   183,690.      764,020.      MT  (+/- 180 meters Scaled)
 TE0066
 TE0066                          SUPERSEDED SURVEY CONTROL
 TE0066
 TE0066  NGVD 29 (??/??/92)  496.860  (m)         1630.11   (f) ADJ UNCH    2 0
 TE0066
 TE0066.Superseded values are not recommended for survey control.
 TE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0066.See file dsdata.txt to determine how the superseded data were derived.
 TE0066
 TE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU534866(NAD 83)
 TE0066_MARKER: DB = BENCH MARK DISK
 TE0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0066_STAMPING: K 60 1934 RESET 1964
 TE0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0066+STABILITY: SURFACE MOTION
 TE0066
 TE0066  HISTORY     - Date     Condition        Report By
 TE0066  HISTORY     - 1964     MONUMENTED       CGS
 TE0066  HISTORY     - 1973     POOR             NGS
 TE0066
 TE0066                          STATION DESCRIPTION
 TE0066
 TE0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0066'10.7 MI W FROM MILTON.
 TE0066'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0066'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0066'THENCE 6.0 MILES WEST ALONG CAVALIER COUNTY ROAD 66, IN S 33, R 59 W,
 TE0066'T 160 N, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET EAST OF
 TE0066'THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 40 FEET SOUTHEAST OF A
 TE0066'TELEPHONE POLE, 7 FEET EAST OF A FENCE CORNER, 0.3 FOOT NORTH OF A
 TE0066'FENCE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0066'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 TE0066'INCHES.  NOTE-- THE MARK IS SOLID BUT SLIGHTLY TILTED.
 TE0066
 TE0066                          STATION RECOVERY (1973)
 TE0066
 TE0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TE0066'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1123 ***********************************************************************
 TE1123  DESIGNATION -  K 61
 TE1123  PID         -  TE1123
 TE1123  STATE/COUNTY-  ND/TOWNER
 TE1123  USGS QUAD   -  EGELAND (1962)
 TE1123
 TE1123                         *CURRENT SURVEY CONTROL
 TE1123  ___________________________________________________________________
 TE1123* NAD 83(1986)-  48 37 49.     (N)    099 06 02.     (W)     SCALED    
 TE1123* NAVD 88     -       463.404  (meters)    1520.35   (feet)  ADJUSTED  
 TE1123  ___________________________________________________________________
 TE1123  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1123  DYNAMIC HT  -         463.505 (meters)    1520.68  (feet)  COMP
 TE1123  MODELED GRAV-     980,814.7   (mgal)                       NAVD 88
 TE1123
 TE1123  VERT ORDER  -  SECOND    CLASS 0
 TE1123
 TE1123.The horizontal coordinates were scaled from a topographic map and have
 TE1123.an estimated accuracy of +/- 6 seconds.
 TE1123
 TE1123.The orthometric height was determined by differential leveling
 TE1123.and adjusted by the National Geodetic Survey in June 1991..
 TE1123
 TE1123.The geoid height was determined by GEOID03.
 TE1123
 TE1123.The dynamic height is computed by dividing the NAVD 88
 TE1123.geopotential number by the normal gravity value computed on the
 TE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1123.degrees latitude (g = 980.6199 gals.).
 TE1123
 TE1123.The modeled gravity was interpolated from observed gravity values.
 TE1123
 TE1123;                    North         East    Units  Estimated Accuracy
 TE1123;SPC ND N     -   182,200.      703,150.      MT  (+/- 180 meters Scaled)
 TE1123
 TE1123                          SUPERSEDED SURVEY CONTROL
 TE1123
 TE1123  NGVD 29 (??/??/92)  463.042  (m)         1519.16   (f) ADJ UNCH    2 0
 TE1123
 TE1123.Superseded values are not recommended for survey control.
 TE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1123.See file dsdata.txt to determine how the superseded data were derived.
 TE1123
 TE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU925863(NAD 83)
 TE1123_MARKER: DB = BENCH MARK DISK
 TE1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1123_STAMPING: K 61 1934
 TE1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1123+STABILITY: SURFACE MOTION
 TE1123
 TE1123  HISTORY     - Date     Condition        Report By
 TE1123  HISTORY     - 1934     MONUMENTED       CGS
 TE1123  HISTORY     - 1945     GOOD             NGS
 TE1123
 TE1123                          STATION DESCRIPTION
 TE1123
 TE1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 TE1123'IN EGELAND.
 TE1123'AT EGELAND, TOWNER COUNTY, 242 YARDS WEST OF THE MINNEAPOLIS, ST. PAUL
 TE1123'AND SAULT STE. MARIE RAILWAY (NOW THE SOO LINE RAILROAD) STATION, 40
 TE1123'YARDS WEST OF THE WEST SWITCH OF A SIDING, AT A GRADED COUNTY ROAD
 TE1123'CROSSING, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 35.9 FEET
 TE1123'NORTHEAST OF THE SWITCH AT THE EAST END OF A PASSING TRACK, AND 32.7
 TE1123'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 5 61 1934 AND
 TE1123'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0017 ***********************************************************************
 TF0017  DESIGNATION -  K 62
 TF0017  PID         -  TF0017
 TF0017  STATE/COUNTY-  ND/ROLETTE
 TF0017  USGS QUAD   -  FONDA (1955)
 TF0017
 TF0017                         *CURRENT SURVEY CONTROL
 TF0017  ___________________________________________________________________
 TF0017* NAD 83(1986)-  48 40 16.     (N)    100 02 12.     (W)     SCALED    
 TF0017* NAVD 88     -       476.993  (meters)    1564.93   (feet)  ADJUSTED  
 TF0017  ___________________________________________________________________
 TF0017  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0017  DYNAMIC HT  -         477.109 (meters)    1565.32  (feet)  COMP
 TF0017  MODELED GRAV-     980,839.0   (mgal)                       NAVD 88
 TF0017
 TF0017  VERT ORDER  -  FIRST     CLASS II
 TF0017
 TF0017.The horizontal coordinates were scaled from a topographic map and have
 TF0017.an estimated accuracy of +/- 6 seconds.
 TF0017
 TF0017.The orthometric height was determined by differential leveling
 TF0017.and adjusted by the National Geodetic Survey in June 1991..
 TF0017.WARNING-Repeat measurements at this control monument indicate possible
 TF0017.vertical movement.
 TF0017
 TF0017.The geoid height was determined by GEOID03.
 TF0017
 TF0017.The dynamic height is computed by dividing the NAVD 88
 TF0017.geopotential number by the normal gravity value computed on the
 TF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0017.degrees latitude (g = 980.6199 gals.).
 TF0017
 TF0017.The modeled gravity was interpolated from observed gravity values.
 TF0017
 TF0017;                    North         East    Units  Estimated Accuracy
 TF0017;SPC ND N     -   185,910.      634,130.      MT  (+/- 180 meters Scaled)
 TF0017
 TF0017                          SUPERSEDED SURVEY CONTROL
 TF0017
 TF0017  NGVD 29 (??/??/92)  476.552  (m)         1563.49   (f) ADJ UNCH    1 2
 TF0017
 TF0017.Superseded values are not recommended for survey control.
 TF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0017.See file dsdata.txt to determine how the superseded data were derived.
 TF0017
 TF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU236914(NAD 83)
 TF0017_MARKER: DB = BENCH MARK DISK
 TF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0017_STAMPING: K 62 1934
 TF0017_MARK LOGO: CGS   
 TF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0017+STABILITY: SURFACE MOTION
 TF0017
 TF0017  HISTORY     - Date     Condition        Report By
 TF0017  HISTORY     - 1934     MONUMENTED       CGS
 TF0017  HISTORY     - 1938     GOOD             NGS
 TF0017  HISTORY     - 1982     GOOD             NGS
 TF0017
 TF0017                          STATION DESCRIPTION
 TF0017
 TF0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 TF0017'5 MI E FROM OVERLY.
 TF0017'IN ROLETTE COUNTY, 5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE
 TF0017'STATION AT OVERLY, BOTTINEAU COUNTY, 1 MILE WEST OF THE STATION AT
 TF0017'FONDA, 140 YARDS EAST OF MILEPOST 505, 67 FEET SOUTHEAST OF THE CENTER
 TF0017'OF THE CROSSING OF STATE HIGHWAY 3, 43.7 FEET SOUTH OF THE SOUTH RAIL,
 TF0017'34.5 FEET SOUTHEAST OF THE CENTERLINE OF AN 18-INCH CONCRETE CULVERT,
 TF0017'16.5 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.7 FEET NORTH OF
 TF0017'THE FENCE.  A STANDARD DISK, STAMPED K 62 1934 AND SET IN THE TOP OF A
 TF0017'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 TF0017
 TF0017                          STATION RECOVERY (1982)
 TF0017
 TF0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0586 ***********************************************************************
 TF0586  DESIGNATION -  K 63
 TF0586  PID         -  TF0586
 TF0586  STATE/COUNTY-  ND/BOTTINEAU
 TF0586  USGS QUAD   -  MAXBASS (1949)
 TF0586
 TF0586                         *CURRENT SURVEY CONTROL
 TF0586  ___________________________________________________________________
 TF0586* NAD 83(1986)-  48 39 14.     (N)    101 07 33.     (W)     SCALED    
 TF0586* NAVD 88     -       456.198  (meters)    1496.71   (feet)  ADJUSTED  
 TF0586  ___________________________________________________________________
 TF0586  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 TF0586  DYNAMIC HT  -         456.293 (meters)    1497.02  (feet)  COMP
 TF0586  MODELED GRAV-     980,804.5   (mgal)                       NAVD 88
 TF0586
 TF0586  VERT ORDER  -  SECOND    CLASS 0
 TF0586
 TF0586.The horizontal coordinates were scaled from a topographic map and have
 TF0586.an estimated accuracy of +/- 6 seconds.
 TF0586
 TF0586.The orthometric height was determined by differential leveling
 TF0586.and adjusted by the National Geodetic Survey in June 1991..
 TF0586
 TF0586.The geoid height was determined by GEOID03.
 TF0586
 TF0586.The dynamic height is computed by dividing the NAVD 88
 TF0586.geopotential number by the normal gravity value computed on the
 TF0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0586.degrees latitude (g = 980.6199 gals.).
 TF0586
 TF0586.The modeled gravity was interpolated from observed gravity values.
 TF0586
 TF0586;                    North         East    Units  Estimated Accuracy
 TF0586;SPC ND N     -   184,080.      553,890.      MT  (+/- 180 meters Scaled)
 TF0586
 TF0586                          SUPERSEDED SURVEY CONTROL
 TF0586
 TF0586  NGVD 29 (??/??/92)  455.838  (m)         1495.53   (f) ADJ UNCH    2 0
 TF0586
 TF0586.Superseded values are not recommended for survey control.
 TF0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0586.See file dsdata.txt to determine how the superseded data were derived.
 TF0586
 TF0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU434911(NAD 83)
 TF0586_MARKER: DB = BENCH MARK DISK
 TF0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0586_STAMPING: K 63 1934
 TF0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0586+STABILITY: SURFACE MOTION
 TF0586
 TF0586  HISTORY     - Date     Condition        Report By
 TF0586  HISTORY     - 1934     MONUMENTED       CGS
 TF0586  HISTORY     - 1935     GOOD             NGS
 TF0586
 TF0586                          STATION DESCRIPTION
 TF0586
 TF0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0586'10.2 MI W FROM RUSSELL.
 TF0586'10.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0586'RUSSELL, BOTTINEAU COUNTY, 3 MILES WEST OF THE STATION AT ECKMAN, 160
 TF0586'YARDS WEST OF MILEPOST 555, AT A COUNTY-ROAD CROSSING, 40 FEET WEST OF
 TF0586'THE CENTERLINE OF THE ROAD, AND 48.3 FEET SOUTH OF THE SOUTH RAIL. A
 TF0586'STANDARD DISK, STAMPED K 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0586'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0310 ***********************************************************************
 TG0310  DESIGNATION -  K 64
 TG0310  PID         -  TG0310
 TG0310  STATE/COUNTY-  ND/WARD
 TG0310  USGS QUAD   -  KENMARE (1981)
 TG0310
 TG0310                         *CURRENT SURVEY CONTROL
 TG0310  ___________________________________________________________________
 TG0310* NAD 83(1986)-  48 43 12.     (N)    102 03 46.     (W)     SCALED    
 TG0310* NAVD 88     -       585.679  (meters)    1921.52   (feet)  ADJUSTED  
 TG0310  ___________________________________________________________________
 TG0310  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 TG0310  DYNAMIC HT  -         585.795 (meters)    1921.90  (feet)  COMP
 TG0310  MODELED GRAV-     980,790.3   (mgal)                       NAVD 88
 TG0310
 TG0310  VERT ORDER  -  SECOND    CLASS 0
 TG0310
 TG0310.The horizontal coordinates were scaled from a topographic map and have
 TG0310.an estimated accuracy of +/- 6 seconds.
 TG0310
 TG0310.The orthometric height was determined by differential leveling
 TG0310.and adjusted by the National Geodetic Survey in June 1991..
 TG0310
 TG0310.The geoid height was determined by GEOID03.
 TG0310
 TG0310.The dynamic height is computed by dividing the NAVD 88
 TG0310.geopotential number by the normal gravity value computed on the
 TG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0310.degrees latitude (g = 980.6199 gals.).
 TG0310
 TG0310.The modeled gravity was interpolated from observed gravity values.
 TG0310
 TG0310;                    North         East    Units  Estimated Accuracy
 TG0310;SPC ND N     -   192,410.      485,020.      MT  (+/- 180 meters Scaled)
 TG0310
 TG0310                          SUPERSEDED SURVEY CONTROL
 TG0310
 TG0310  NGVD 29 (??/??/92)  585.278  (m)         1920.20   (f) ADJ UNCH    2 0
 TG0310
 TG0310.Superseded values are not recommended for survey control.
 TG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0310.See file dsdata.txt to determine how the superseded data were derived.
 TG0310
 TG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ160004(NAD 83)
 TG0310_MARKER: DB = BENCH MARK DISK
 TG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0310_STAMPING: K 64 1934
 TG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0310+STABILITY: SURFACE MOTION
 TG0310
 TG0310  HISTORY     - Date     Condition        Report By
 TG0310  HISTORY     - 1934     MONUMENTED       CGS
 TG0310  HISTORY     - 1963     GOOD             NGS
 TG0310
 TG0310                          STATION DESCRIPTION
 TG0310
 TG0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0310'4.55 MI NE FROM KENMARE.
 TG0310'ABOUT 4.55 MILES NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TG0310'STATION AT KENMARE OR 4.25 MILES WEST ALONG THE SOO LINE RAILROAD FROM
 TG0310'THE STATION AT NORMA, IN SECTION 5, T 160 N, R 88 W, 173 FEET WEST OF
 TG0310'THE CENTER OF A ROAD CROSSING, 7 1/2 POLES NORTHEAST OF MILE POST 602,
 TG0310'18 FEET NORTHWEST OF THE NORTHWEST RAIL, 33 FEET SOUTH OF THE CENTER
 TG0310'LINE OF AN EAST-WEST ROAD, 4 FEET WEST OF A POWER POLE, 1.0 FEET EAST
 TG0310'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAIL AND ROAD AND SET IN
 TG0310'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0217 ***********************************************************************
 SN0217  DESIGNATION -  K 65
 SN0217  PID         -  SN0217
 SN0217  STATE/COUNTY-  ND/MCHENRY
 SN0217  USGS QUAD   -  KONGSBERG (1981)
 SN0217
 SN0217                         *CURRENT SURVEY CONTROL
 SN0217  ___________________________________________________________________
 SN0217* NAD 83(1986)-  47 50 57.     (N)    100 46 42.     (W)     SCALED    
 SN0217* NAVD 88     -       572.032  (meters)    1876.74   (feet)  ADJUSTED  
 SN0217  ___________________________________________________________________
 SN0217  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 SN0217  DYNAMIC HT  -         572.091 (meters)    1876.94  (feet)  COMP
 SN0217  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 SN0217
 SN0217  VERT ORDER  -  SECOND    CLASS 0
 SN0217
 SN0217.The horizontal coordinates were scaled from a topographic map and have
 SN0217.an estimated accuracy of +/- 6 seconds.
 SN0217
 SN0217.The orthometric height was determined by differential leveling
 SN0217.and adjusted by the National Geodetic Survey in June 1991..
 SN0217
 SN0217.The geoid height was determined by GEOID03.
 SN0217
 SN0217.The dynamic height is computed by dividing the NAVD 88
 SN0217.geopotential number by the normal gravity value computed on the
 SN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0217.degrees latitude (g = 980.6199 gals.).
 SN0217
 SN0217.The modeled gravity was interpolated from observed gravity values.
 SN0217
 SN0217;                    North         East    Units  Estimated Accuracy
 SN0217;SPC ND N     -    94,450.      579,170.      MT  (+/- 180 meters Scaled)
 SN0217
 SN0217                          SUPERSEDED SURVEY CONTROL
 SN0217
 SN0217  NGVD 29 (??/??/92)  571.605  (m)         1875.34   (f) ADJ UNCH    2 0
 SN0217
 SN0217.Superseded values are not recommended for survey control.
 SN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0217.See file dsdata.txt to determine how the superseded data were derived.
 SN0217
 SN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU669010(NAD 83)
 SN0217_MARKER: DB = BENCH MARK DISK
 SN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0217_STAMPING: K 65 1934
 SN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0217+STABILITY: SURFACE MOTION
 SN0217
 SN0217  HISTORY     - Date     Condition        Report By
 SN0217  HISTORY     - 1934     MONUMENTED       CGS
 SN0217  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0217
 SN0217                          STATION DESCRIPTION
 SN0217
 SN0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0217'5.2 MI W FROM BUTTE.
 SN0217'IN MCHENRY COUNTY, 5.2 MILES WEST ALONG THE SOO LINE RAILROAD, FROM
 SN0217'THE STATION AT BUTTE, MCLEAN COUNTY, 1.1 MILES EAST OF THE STATION AT
 SN0217'KONGSBERG, MCHENRY COUNTY, JUST WEST OF A DEEP RAVINE ON THE SUMMIT OF
 SN0217'A HILL, AND 40.5 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 SN0217'STAMPED K 65 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 SN0217'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1109 ***********************************************************************
 TE1109  DESIGNATION -  K 66
 TE1109  PID         -  TE1109
 TE1109  STATE/COUNTY-  ND/TOWNER
 TE1109  USGS QUAD   -  CONSIDINE (1971)
 TE1109
 TE1109                         *CURRENT SURVEY CONTROL
 TE1109  ___________________________________________________________________
 TE1109* NAD 83(1986)-  48 34 28.     (N)    099 18 07.     (W)     SCALED    
 TE1109* NAVD 88     -       464.054  (meters)    1522.48   (feet)  ADJUSTED  
 TE1109  ___________________________________________________________________
 TE1109  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 TE1109  DYNAMIC HT  -         464.154 (meters)    1522.81  (feet)  COMP
 TE1109  MODELED GRAV-     980,812.1   (mgal)                       NAVD 88
 TE1109
 TE1109  VERT ORDER  -  SECOND    CLASS 0
 TE1109
 TE1109.The horizontal coordinates were scaled from a topographic map and have
 TE1109.an estimated accuracy of +/- 6 seconds.
 TE1109
 TE1109.The orthometric height was determined by differential leveling
 TE1109.and adjusted by the National Geodetic Survey in June 1991..
 TE1109
 TE1109.The geoid height was determined by GEOID03.
 TE1109
 TE1109.The dynamic height is computed by dividing the NAVD 88
 TE1109.geopotential number by the normal gravity value computed on the
 TE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1109.degrees latitude (g = 980.6199 gals.).
 TE1109
 TE1109.The modeled gravity was interpolated from observed gravity values.
 TE1109
 TE1109;                    North         East    Units  Estimated Accuracy
 TE1109;SPC ND N     -   175,740.      688,400.      MT  (+/- 180 meters Scaled)
 TE1109
 TE1109                          SUPERSEDED SURVEY CONTROL
 TE1109
 TE1109  NGVD 29 (??/??/92)  463.699  (m)         1521.32   (f) ADJ UNCH    2 0
 TE1109
 TE1109.Superseded values are not recommended for survey control.
 TE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1109.See file dsdata.txt to determine how the superseded data were derived.
 TE1109
 TE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU777801(NAD 83)
 TE1109_MARKER: DB = BENCH MARK DISK
 TE1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1109_STAMPING: K 66 1934
 TE1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1109+STABILITY: SURFACE MOTION
 TE1109
 TE1109  HISTORY     - Date     Condition        Report By
 TE1109  HISTORY     - 1934     MONUMENTED       CGS
 TE1109  HISTORY     - 1957     GOOD             NGS
 TE1109
 TE1109                          STATION DESCRIPTION
 TE1109
 TE1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TE1109'4.7 MI SE FROM BISBEE.
 TE1109'4.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 TE1109'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY (NOW THE SOO
 TE1109'LINE RAILROAD) AT BISBEE, TOWNER COUNTY, 1.4 MILES NORTHWEST OF
 TE1109'CONSIDINE, 0.1 MILE SOUTHEAST OF MILEPOST 23, 0.25 MILE NORTHWEST OF A
 TE1109'SECTION-ROAD CROSSING, AND 37.5 FEET SOUTHWEST OF THE WEST RAIL. A
 TE1109'STANDARD DISK, STAMPED K 66 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1109'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0463 ***********************************************************************
 TF0463  DESIGNATION -  K 67
 TF0463  PID         -  TF0463
 TF0463  STATE/COUNTY-  ND/BOTTINEAU
 TF0463  USGS QUAD   -  CARBURY (1956)
 TF0463
 TF0463                         *CURRENT SURVEY CONTROL
 TF0463  ___________________________________________________________________
 TF0463* NAD 83(1986)-  48 57 04.     (N)    100 33 21.     (W)     SCALED    
 TF0463* NAVD 88     -       531.144  (meters)    1742.59   (feet)  ADJUSTED  
 TF0463  ___________________________________________________________________
 TF0463  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0463  DYNAMIC HT  -         531.265 (meters)    1742.99  (feet)  COMP
 TF0463  MODELED GRAV-     980,821.3   (mgal)                       NAVD 88
 TF0463
 TF0463  VERT ORDER  -  SECOND    CLASS 0
 TF0463
 TF0463.The horizontal coordinates were scaled from a topographic map and have
 TF0463.an estimated accuracy of +/- 6 seconds.
 TF0463
 TF0463.The orthometric height was determined by differential leveling
 TF0463.and adjusted by the National Geodetic Survey in June 1991..
 TF0463
 TF0463.The geoid height was determined by GEOID03.
 TF0463
 TF0463.The dynamic height is computed by dividing the NAVD 88
 TF0463.geopotential number by the normal gravity value computed on the
 TF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0463.degrees latitude (g = 980.6199 gals.).
 TF0463
 TF0463.The modeled gravity was interpolated from observed gravity values.
 TF0463
 TF0463;                    North         East    Units  Estimated Accuracy
 TF0463;SPC ND N     -   216,940.      595,910.      MT  (+/- 180 meters Scaled)
 TF0463
 TF0463                          SUPERSEDED SURVEY CONTROL
 TF0463
 TF0463  NGVD 29 (??/??/92)  530.739  (m)         1741.27   (f) ADJ UNCH    2 0
 TF0463
 TF0463.Superseded values are not recommended for survey control.
 TF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0463.See file dsdata.txt to determine how the superseded data were derived.
 TF0463
 TF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV860231(NAD 83)
 TF0463_MARKER: DB = BENCH MARK DISK
 TF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0463_STAMPING: K-67 -- 1934
 TF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0463+STABILITY: SURFACE MOTION
 TF0463
 TF0463  HISTORY     - Date     Condition        Report By
 TF0463  HISTORY     - 1934     MONUMENTED       CGS
 TF0463  HISTORY     - 1953     GOOD             DOD
 TF0463
 TF0463                          STATION DESCRIPTION
 TF0463
 TF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0463'4 MI N FROM CARBURY.
 TF0463'4 MILES NORTH OF THE G.N.R STATION AT CARBURY.  45.8 FT. WEST OF
 TF0463'CENTERLINE OF HY.  37 FT. SOUTH OF CENTERLINE OF A SECTION ROAD THAT
 TF0463'CROSSES HIGHWAY.  5.5 FT. WEST OF CORNER OF R/W FENCE.  1.8 FT. NORTH
 TF0463'OF R/W. FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN.
 TF0463'HIGH.
 TF0463
 TF0463                          STATION RECOVERY (1953)
 TF0463
 TF0463'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1953
 TF0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0464 ***********************************************************************
 TF0464  DESIGNATION -  K 67 RESET
 TF0464  PID         -  TF0464
 TF0464  STATE/COUNTY-  ND/BOTTINEAU
 TF0464  USGS QUAD   -  CARBURY (1956)
 TF0464
 TF0464                         *CURRENT SURVEY CONTROL
 TF0464  ___________________________________________________________________
 TF0464* NAD 83(1986)-  48 57 04.     (N)    100 33 21.     (W)     SCALED    
 TF0464* NAVD 88     -       531.01   (+/-2cm)    1742.2    (feet)  VERTCON   
 TF0464  ___________________________________________________________________
 TF0464  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0464
 TF0464  VERT ORDER  -  THIRD (See Below)
 TF0464
 TF0464.The horizontal coordinates were scaled from a topographic map and have
 TF0464.an estimated accuracy of +/- 6 seconds.
 TF0464
 TF0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0464.The vertical order pertains to the NGVD 29 superseded value.
 TF0464
 TF0464.The geoid height was determined by GEOID03.
 TF0464
 TF0464;                    North         East    Units  Estimated Accuracy
 TF0464;SPC ND N     -   216,940.      595,910.      MT  (+/- 180 meters Scaled)
 TF0464
 TF0464                          SUPERSEDED SURVEY CONTROL
 TF0464
 TF0464  NGVD 29 (11/04/04)  530.61   (m)         1740.8    (f) RESET       3  
 TF0464
 TF0464.Superseded values are not recommended for survey control.
 TF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0464.See file dsdata.txt to determine how the superseded data were derived.
 TF0464
 TF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV860231(NAD 83)
 TF0464_MARKER: DB = BENCH MARK DISK
 TF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0464_STAMPING: K 67 RESET 1963
 TF0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0464+STABILITY: SURFACE MOTION
 TF0464
 TF0464  HISTORY     - Date     Condition        Report By
 TF0464  HISTORY     - 1963     MONUMENTED       CGS
 TF0464
 TF0464                          STATION DESCRIPTION
 TF0464
 TF0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0464'4.0 MI N FROM CARBURY.
 TF0464'ABOUT 4 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN
 TF0464'RAILWAY STATION AT CARBURY, IN THE SOUTHEAST ANGLE OF CROSSROADS,
 TF0464'ABOUT 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 54 FEET
 TF0464'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 1.5 FEET SOUTH OF A
 TF0464'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0464'ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0149 ***********************************************************************
 TF0149  DESIGNATION -  K 68
 TF0149  PID         -  TF0149
 TF0149  STATE/COUNTY-  ND/PIERCE
 TF0149  USGS QUAD   -  LEVERICH (1954)
 TF0149
 TF0149                         *CURRENT SURVEY CONTROL
 TF0149  ___________________________________________________________________
 TF0149* NAD 83(1986)-  48 26 33.     (N)    100 05 55.     (W)     SCALED    
 TF0149* NAVD 88     -       453.578  (meters)    1488.11   (feet)  ADJUSTED  
 TF0149  ___________________________________________________________________
 TF0149  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 TF0149  DYNAMIC HT  -         453.676 (meters)    1488.44  (feet)  COMP
 TF0149  MODELED GRAV-     980,810.8   (mgal)                       NAVD 88
 TF0149
 TF0149  VERT ORDER  -  SECOND    CLASS 0
 TF0149
 TF0149.The horizontal coordinates were scaled from a topographic map and have
 TF0149.an estimated accuracy of +/- 6 seconds.
 TF0149
 TF0149.The orthometric height was determined by differential leveling
 TF0149.and adjusted by the National Geodetic Survey in June 1991..
 TF0149
 TF0149.The geoid height was determined by GEOID03.
 TF0149
 TF0149.The dynamic height is computed by dividing the NAVD 88
 TF0149.geopotential number by the normal gravity value computed on the
 TF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0149.degrees latitude (g = 980.6199 gals.).
 TF0149
 TF0149.The modeled gravity was interpolated from observed gravity values.
 TF0149
 TF0149;                    North         East    Units  Estimated Accuracy
 TF0149;SPC ND N     -   160,460.      629,700.      MT  (+/- 180 meters Scaled)
 TF0149
 TF0149                          SUPERSEDED SURVEY CONTROL
 TF0149
 TF0149  NGVD 29 (??/??/92)  453.222  (m)         1486.95   (f) ADJ UNCH    2 0
 TF0149
 TF0149.Superseded values are not recommended for survey control.
 TF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0149.See file dsdata.txt to determine how the superseded data were derived.
 TF0149
 TF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU187660(NAD 83)
 TF0149_MARKER: DB = BENCH MARK DISK
 TF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0149_STAMPING: K 68 1934
 TF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0149+STABILITY: SURFACE MOTION
 TF0149
 TF0149  HISTORY     - Date     Condition        Report By
 TF0149  HISTORY     - 1934     MONUMENTED       CGS
 TF0149  HISTORY     - 1973     GOOD             NDSU
 TF0149  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0149
 TF0149                          STATION DESCRIPTION
 TF0149
 TF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0149'5.7 MI SE FROM BARTON.
 TF0149'5.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM BARTON,
 TF0149'PIERCE COUNTY, 125 YARDS SOUTHEAST OF A SECTION-LINE ROAD CROSSING,
 TF0149'45.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 2.3 FEET NORTHEAST OF
 TF0149'THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TF0149'PROJECTING 4 INCHES ABOVE GROUND.
 TF0149
 TF0149                          STATION RECOVERY (1973)
 TF0149
 TF0149'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1973
 TF0149'RECOVERED IN GOOD CONDITION.
 TF0149
 TF0149                          STATION RECOVERY (1982)
 TF0149
 TF0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0149'NOT RECOVERED, IMPASSIBLE TOWNSHIP ROADS AT TIME OF RECOVERY, ALSO,
 TF0149'OFF THE MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0583 ***********************************************************************
 TG0583  DESIGNATION -  K 7 B 1
 TG0583  PID         -  TG0583
 TG0583  STATE/COUNTY-  ND/MOUNTRAIL
 TG0583  USGS QUAD   -  PALERMO NW (1981)
 TG0583
 TG0583                         *CURRENT SURVEY CONTROL
 TG0583  ___________________________________________________________________
 TG0583* NAD 83(1986)-  48 27 57.     (N)    102 12 47.     (W)     SCALED    
 TG0583* NAVD 88     -       686.658  (meters)    2252.81   (feet)  ADJUSTED  
 TG0583  ___________________________________________________________________
 TG0583  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 TG0583  DYNAMIC HT  -         686.774 (meters)    2253.19  (feet)  COMP
 TG0583  MODELED GRAV-     980,756.5   (mgal)                       NAVD 88
 TG0583
 TG0583  VERT ORDER  -  SECOND    CLASS 0
 TG0583
 TG0583.The horizontal coordinates were scaled from a topographic map and have
 TG0583.an estimated accuracy of +/- 6 seconds.
 TG0583
 TG0583.The orthometric height was determined by differential leveling
 TG0583.and adjusted by the National Geodetic Survey in June 1991..
 TG0583
 TG0583.The geoid height was determined by GEOID03.
 TG0583
 TG0583.The dynamic height is computed by dividing the NAVD 88
 TG0583.geopotential number by the normal gravity value computed on the
 TG0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0583.degrees latitude (g = 980.6199 gals.).
 TG0583
 TG0583.The modeled gravity was interpolated from observed gravity values.
 TG0583
 TG0583;                    North         East    Units  Estimated Accuracy
 TG0583;SPC ND N     -   164,390.      473,330.      MT  (+/- 180 meters Scaled)
 TG0583
 TG0583                          SUPERSEDED SURVEY CONTROL
 TG0583
 TG0583  NGVD 29 (??/??/92)  686.23   (m)         2251.4    (f) COMPUTED    2 0
 TG0583
 TG0583.Superseded values are not recommended for survey control.
 TG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0583.See file dsdata.txt to determine how the superseded data were derived.
 TG0583
 TG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060718(NAD 83)
 TG0583_MARKER: DD = SURVEY DISK
 TG0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0583_SP_SET: PEDESTAL
 TG0583_STAMPING: B 1
 TG0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0583
 TG0583  HISTORY     - Date     Condition        Report By
 TG0583  HISTORY     - UNK      MONUMENTED       DOD
 TG0583  HISTORY     - 1963     GOOD             NGS
 TG0583
 TG0583                          STATION DESCRIPTION
 TG0583
 TG0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0583'9.3 MI N FROM PALERMO.
 TG0583'ABOUT 9.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0583'HIGHWAY 2 AT PALERMO, ABOUT 126 YARDS WEST OF THE ROAD, IN THE EAST
 TG0583'EDGE OF A PASTURE, 3.0 FEET WEST OF A FENCE WHICH SEPARATES THE
 TG0583'PASTURE AND A CULTIVATED FIELD, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL
 TG0583'WITH TRIBRACH, S 31, R 89 W, T 158 N.  NOTE-- CENTER OF THE TRIBRACH
 TG0583'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0584 ***********************************************************************
 TG0584  DESIGNATION -  K 7 B 2
 TG0584  PID         -  TG0584
 TG0584  STATE/COUNTY-  ND/MOUNTRAIL
 TG0584  USGS QUAD   -  PALERMO NW (1981)
 TG0584
 TG0584                         *CURRENT SURVEY CONTROL
 TG0584  ___________________________________________________________________
 TG0584* NAD 83(1986)-  48 28 05.     (N)    102 12 26.     (W)     SCALED    
 TG0584* NAVD 88     -       688.525  (meters)    2258.94   (feet)  ADJUSTED  
 TG0584  ___________________________________________________________________
 TG0584  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0584  DYNAMIC HT  -         688.641 (meters)    2259.32  (feet)  COMP
 TG0584  MODELED GRAV-     980,756.6   (mgal)                       NAVD 88
 TG0584
 TG0584  VERT ORDER  -  SECOND    CLASS 0
 TG0584
 TG0584.The horizontal coordinates were scaled from a topographic map and have
 TG0584.an estimated accuracy of +/- 6 seconds.
 TG0584
 TG0584.The orthometric height was determined by differential leveling
 TG0584.and adjusted by the National Geodetic Survey in June 1991..
 TG0584
 TG0584.The geoid height was determined by GEOID03.
 TG0584
 TG0584.The dynamic height is computed by dividing the NAVD 88
 TG0584.geopotential number by the normal gravity value computed on the
 TG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0584.degrees latitude (g = 980.6199 gals.).
 TG0584
 TG0584.The modeled gravity was interpolated from observed gravity values.
 TG0584
 TG0584;                    North         East    Units  Estimated Accuracy
 TG0584;SPC ND N     -   164,620.      473,770.      MT  (+/- 180 meters Scaled)
 TG0584
 TG0584                          SUPERSEDED SURVEY CONTROL
 TG0584
 TG0584  NGVD 29 (??/??/92)  688.09   (m)         2257.5    (f) COMPUTED    2 0
 TG0584
 TG0584.Superseded values are not recommended for survey control.
 TG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0584.See file dsdata.txt to determine how the superseded data were derived.
 TG0584
 TG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP064720(NAD 83)
 TG0584_MARKER: DD = SURVEY DISK
 TG0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0584_SP_SET: PEDESTAL
 TG0584_STAMPING: B 2
 TG0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0584
 TG0584  HISTORY     - Date     Condition        Report By
 TG0584  HISTORY     - UNK      MONUMENTED       DOD
 TG0584  HISTORY     - 1963     GOOD             NGS
 TG0584
 TG0584                          STATION DESCRIPTION
 TG0584
 TG0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0584'9.7 MI N FROM PALERMO.
 TG0584'ABOUT 9.4 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0584'HIGHWAY 2 AT PALERMO, THENCE 0.3 MILE EAST ACROSS AN OPEN FIELD, ON
 TG0584'THE TOP OF A SLIGHT RIDGE IN THE FIELD, A 1 1/2 X 4 FOOT CONCRETE
 TG0584'PEDESTAL WITH TRIBRACH, S 32, R 89 W, T 158 N.  NOTE-- CENTER OF THE
 TG0584'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0586 ***********************************************************************
 TG0586  DESIGNATION -  K 7 Z
 TG0586  PID         -  TG0586
 TG0586  STATE/COUNTY-  ND/MOUNTRAIL
 TG0586  USGS QUAD   -  PALERMO NW (1981)
 TG0586
 TG0586                         *CURRENT SURVEY CONTROL
 TG0586  ___________________________________________________________________
 TG0586* NAD 83(1986)-  48 28 12.     (N)    102 12 45.     (W)     SCALED    
 TG0586* NAVD 88     -       684.662  (meters)    2246.26   (feet)  ADJUSTED  
 TG0586  ___________________________________________________________________
 TG0586  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG0586  DYNAMIC HT  -         684.778 (meters)    2246.64  (feet)  COMP
 TG0586  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 TG0586
 TG0586  VERT ORDER  -  SECOND    CLASS 0
 TG0586
 TG0586.The horizontal coordinates were scaled from a topographic map and have
 TG0586.an estimated accuracy of +/- 6 seconds.
 TG0586
 TG0586.The orthometric height was determined by differential leveling
 TG0586.and adjusted by the National Geodetic Survey in June 1991..
 TG0586
 TG0586.The geoid height was determined by GEOID03.
 TG0586
 TG0586.The dynamic height is computed by dividing the NAVD 88
 TG0586.geopotential number by the normal gravity value computed on the
 TG0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0586.degrees latitude (g = 980.6199 gals.).
 TG0586
 TG0586.The modeled gravity was interpolated from observed gravity values.
 TG0586
 TG0586;                    North         East    Units  Estimated Accuracy
 TG0586;SPC ND N     -   164,850.      473,390.      MT  (+/- 180 meters Scaled)
 TG0586
 TG0586                          SUPERSEDED SURVEY CONTROL
 TG0586
 TG0586  NGVD 29 (??/??/92)  684.23   (m)         2244.8    (f) COMPUTED    2 0
 TG0586
 TG0586.Superseded values are not recommended for survey control.
 TG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0586.See file dsdata.txt to determine how the superseded data were derived.
 TG0586
 TG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060722(NAD 83)
 TG0586_MARKER: DS = TRIANGULATION STATION DISK
 TG0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0586_STAMPING: K 7 Z 1962
 TG0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0586+STABILITY: SURFACE MOTION
 TG0586
 TG0586  HISTORY     - Date     Condition        Report By
 TG0586  HISTORY     - 1962     MONUMENTED       CGS
 TG0586  HISTORY     - 1963     GOOD             NGS
 TG0586
 TG0586                          STATION DESCRIPTION
 TG0586
 TG0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0586'9.5 MI N FROM PALERMO.
 TG0586'ABOUT 9.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0586'HIGHWAY 2 AT PALERMO, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A
 TG0586'GRAVELED ROAD LEADING WEST, 164 FEET WEST OF THE CENTERLINE OF THE
 TG0586'ROAD, 6.5 FEET SOUTH OF A FENCE, 3.5 FEET SOUTHEAST OF A METAL WITNESS
 TG0586'POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TG0586'A CONCRETE POST PROJECTING 1 INCH, S 31, R 89 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0585 ***********************************************************************
 TG0585  DESIGNATION -  K 7 Z RM 1
 TG0585  PID         -  TG0585
 TG0585  STATE/COUNTY-  ND/MOUNTRAIL
 TG0585  USGS QUAD   -  PALERMO NW (1981)
 TG0585
 TG0585                         *CURRENT SURVEY CONTROL
 TG0585  ___________________________________________________________________
 TG0585* NAD 83(1986)-  48 28 12.     (N)    102 12 45.     (W)     SCALED    
 TG0585* NAVD 88     -       683.684  (meters)    2243.05   (feet)  ADJUSTED  
 TG0585  ___________________________________________________________________
 TG0585  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG0585  DYNAMIC HT  -         683.799 (meters)    2243.43  (feet)  COMP
 TG0585  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 TG0585
 TG0585  VERT ORDER  -  SECOND    CLASS 0
 TG0585
 TG0585.The horizontal coordinates were scaled from a topographic map and have
 TG0585.an estimated accuracy of +/- 6 seconds.
 TG0585
 TG0585.The orthometric height was determined by differential leveling
 TG0585.and adjusted by the National Geodetic Survey in June 1991..
 TG0585
 TG0585.The geoid height was determined by GEOID03.
 TG0585
 TG0585.The dynamic height is computed by dividing the NAVD 88
 TG0585.geopotential number by the normal gravity value computed on the
 TG0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0585.degrees latitude (g = 980.6199 gals.).
 TG0585
 TG0585.The modeled gravity was interpolated from observed gravity values.
 TG0585
 TG0585;                    North         East    Units  Estimated Accuracy
 TG0585;SPC ND N     -   164,850.      473,390.      MT  (+/- 180 meters Scaled)
 TG0585
 TG0585                          SUPERSEDED SURVEY CONTROL
 TG0585
 TG0585  NGVD 29 (??/??/92)  683.25   (m)         2241.6    (f) COMPUTED    2 0
 TG0585
 TG0585.Superseded values are not recommended for survey control.
 TG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0585.See file dsdata.txt to determine how the superseded data were derived.
 TG0585
 TG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060722(NAD 83)
 TG0585_MARKER: DR = REFERENCE MARK DISK
 TG0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0585_STAMPING: K 7 Z NO 1 1962
 TG0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0585+STABILITY: SURFACE MOTION
 TG0585
 TG0585  HISTORY     - Date     Condition        Report By
 TG0585  HISTORY     - 1962     MONUMENTED       CGS
 TG0585  HISTORY     - 1963     GOOD             NGS
 TG0585
 TG0585                          STATION DESCRIPTION
 TG0585
 TG0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0585'9.5 MI N FROM PALERMO.
 TG0585'ABOUT 9.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0585'HIGHWAY 2 AT PALERMO, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A
 TG0585'GRAVELED ROAD LEADING WEST, ON THE SOUTH SLOPE OF A HIGH KNOLL, 163
 TG0585'FEET WEST OF THE CENTERLINE OF THE ROAD, 35.4 FEET SOUTH OF THE
 TG0585'STATION MARK, ABOUT 35 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 TG0585'THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 31, R 89 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0587 ***********************************************************************
 TG0587  DESIGNATION -  K 7 Z RM 2
 TG0587  PID         -  TG0587
 TG0587  STATE/COUNTY-  ND/MOUNTRAIL
 TG0587  USGS QUAD   -  PALERMO NW (1981)
 TG0587
 TG0587                         *CURRENT SURVEY CONTROL
 TG0587  ___________________________________________________________________
 TG0587* NAD 83(1986)-  48 28 12.     (N)    102 12 47.     (W)     SCALED    
 TG0587* NAVD 88     -       684.540  (meters)    2245.86   (feet)  ADJUSTED  
 TG0587  ___________________________________________________________________
 TG0587  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG0587  DYNAMIC HT  -         684.656 (meters)    2246.24  (feet)  COMP
 TG0587  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 TG0587
 TG0587  VERT ORDER  -  SECOND    CLASS 0
 TG0587
 TG0587.The horizontal coordinates were scaled from a topographic map and have
 TG0587.an estimated accuracy of +/- 6 seconds.
 TG0587
 TG0587.The orthometric height was determined by differential leveling
 TG0587.and adjusted by the National Geodetic Survey in June 1991..
 TG0587
 TG0587.The geoid height was determined by GEOID03.
 TG0587
 TG0587.The dynamic height is computed by dividing the NAVD 88
 TG0587.geopotential number by the normal gravity value computed on the
 TG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0587.degrees latitude (g = 980.6199 gals.).
 TG0587
 TG0587.The modeled gravity was interpolated from observed gravity values.
 TG0587
 TG0587;                    North         East    Units  Estimated Accuracy
 TG0587;SPC ND N     -   164,850.      473,340.      MT  (+/- 180 meters Scaled)
 TG0587
 TG0587                          SUPERSEDED SURVEY CONTROL
 TG0587
 TG0587  NGVD 29 (??/??/92)  684.11   (m)         2244.5    (f) COMPUTED    2 0
 TG0587
 TG0587.Superseded values are not recommended for survey control.
 TG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0587.See file dsdata.txt to determine how the superseded data were derived.
 TG0587
 TG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP059722(NAD 83)
 TG0587_MARKER: DR = REFERENCE MARK DISK
 TG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0587_STAMPING: K 7 Z NO 2 1962
 TG0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0587+STABILITY: SURFACE MOTION
 TG0587
 TG0587  HISTORY     - Date     Condition        Report By
 TG0587  HISTORY     - 1962     MONUMENTED       CGS
 TG0587  HISTORY     - 1963     GOOD             NGS
 TG0587
 TG0587                          STATION DESCRIPTION
 TG0587
 TG0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0587'9.5 MI N FROM PALERMO.
 TG0587'ABOUT 9.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0587'HIGHWAY 2, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD
 TG0587'LEADING WEST, ON THE TOP OF A HIGH KNOLL, 195 FEET WEST OF THE
 TG0587'CENTERLINE OF THE ROAD, 30.9 FEET WEST OF THE STATION MARK, 5.0 FEET
 TG0587'SOUTH OF A FENCE, ABOUT 40 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 TG0587'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND, S 31, R 89 W, T
 TG0587'158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0858 ***********************************************************************
 SM0858  DESIGNATION -  K 70
 SM0858  PID         -  SM0858
 SM0858  STATE/COUNTY-  ND/WELLS
 SM0858  USGS QUAD   -  HURDSFIELD (1978)
 SM0858
 SM0858                         *CURRENT SURVEY CONTROL
 SM0858  ___________________________________________________________________
 SM0858* NAD 83(1986)-  47 23 18.     (N)    099 58 06.     (W)     SCALED    
 SM0858* NAVD 88     -       604.233  (meters)    1982.39   (feet)  ADJUSTED  
 SM0858  ___________________________________________________________________
 SM0858  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SM0858  DYNAMIC HT  -         604.276 (meters)    1982.53  (feet)  COMP
 SM0858  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 SM0858
 SM0858  VERT ORDER  -  SECOND    CLASS 0
 SM0858
 SM0858.The horizontal coordinates were scaled from a topographic map and have
 SM0858.an estimated accuracy of +/- 6 seconds.
 SM0858
 SM0858.The orthometric height was determined by differential leveling
 SM0858.and adjusted by the National Geodetic Survey in June 1991..
 SM0858
 SM0858.The geoid height was determined by GEOID03.
 SM0858
 SM0858.The dynamic height is computed by dividing the NAVD 88
 SM0858.geopotential number by the normal gravity value computed on the
 SM0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0858.degrees latitude (g = 980.6199 gals.).
 SM0858
 SM0858.The modeled gravity was interpolated from observed gravity values.
 SM0858
 SM0858;                    North         East    Units  Estimated Accuracy
 SM0858;SPC ND N     -    43,310.      640,140.      MT  (+/- 180 meters Scaled)
 SM0858
 SM0858                          SUPERSEDED SURVEY CONTROL
 SM0858
 SM0858  NGVD 29 (??/??/92)  603.811  (m)         1981.00   (f) ADJ UNCH    2 0
 SM0858
 SM0858.Superseded values are not recommended for survey control.
 SM0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0858.See file dsdata.txt to determine how the superseded data were derived.
 SM0858
 SM0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT269487(NAD 83)
 SM0858_MARKER: DB = BENCH MARK DISK
 SM0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0858_STAMPING: K-70 -- 1934
 SM0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0858+STABILITY: SURFACE MOTION
 SM0858
 SM0858  HISTORY     - Date     Condition        Report By
 SM0858  HISTORY     - 1934     MONUMENTED       CGS
 SM0858
 SM0858                          STATION DESCRIPTION
 SM0858
 SM0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0858'6.3 MI S FROM HURDSFIELD.
 SM0858'6.3 MILES SOUTH OF ALONG, STATE ROAD 3.  K-69 IS LOCATED 6.3 MILES
 SM0858'SOUTH OF HURDSFIELD.  0.2 MILES NORTH OF HIGHWAY GOING WEST.  35 FEET
 SM0858'EAST OF CENTERLINE OF STATE ROAD 3.  STANDARD TABLET SET IN CONCRETE
 SM0858'POST 7 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0859 ***********************************************************************
 SM0859  DESIGNATION -  K 70 RESET
 SM0859  PID         -  SM0859
 SM0859  STATE/COUNTY-  ND/WELLS
 SM0859  USGS QUAD   -  HURDSFIELD (1978)
 SM0859
 SM0859                         *CURRENT SURVEY CONTROL
 SM0859  ___________________________________________________________________
 SM0859* NAD 83(1986)-  47 23 18.     (N)    099 58 05.     (W)     SCALED    
 SM0859* NAVD 88     -       605.24   (+/-2cm)    1985.7    (feet)  VERTCON   
 SM0859  ___________________________________________________________________
 SM0859  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 SM0859
 SM0859  VERT ORDER  -  THIRD (See Below)
 SM0859
 SM0859.The horizontal coordinates were scaled from a topographic map and have
 SM0859.an estimated accuracy of +/- 6 seconds.
 SM0859
 SM0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0859.The vertical order pertains to the NGVD 29 superseded value.
 SM0859
 SM0859.The geoid height was determined by GEOID03.
 SM0859
 SM0859;                    North         East    Units  Estimated Accuracy
 SM0859;SPC ND N     -    43,310.      640,160.      MT  (+/- 180 meters Scaled)
 SM0859
 SM0859                          SUPERSEDED SURVEY CONTROL
 SM0859
 SM0859  NGVD 29 (??/??/??)  604.82   (m)         1984.3    (f) RESET       3  
 SM0859
 SM0859.Superseded values are not recommended for survey control.
 SM0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0859.See file dsdata.txt to determine how the superseded data were derived.
 SM0859
 SM0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT269487(NAD 83)
 SM0859_MARKER: DB = BENCH MARK DISK
 SM0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0859_STAMPING: K 70 RESET 1956
 SM0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0859+STABILITY: SURFACE MOTION
 SM0859
 SM0859  HISTORY     - Date     Condition        Report By
 SM0859  HISTORY     - 1956     MONUMENTED       CGS
 SM0859
 SM0859                          STATION DESCRIPTION
 SM0859
 SM0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0859'5.9 MI SW FROM HURDSFIELD.
 SM0859'2.0 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE NORTHERN PACIFIC
 SM0859'RAILWAY STATION AT HURDSFIELD, WELLS COUNTY, 3.9 MILES SOUTH ALONG
 SM0859'STATE HIGHWAY 3.  164 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 SM0859'CONCRETE CULVERT, AND 87 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A
 SM0859'STANDARD DISK, STAMPED K 70 RESET 1956 AND SET IN THE TOP OF A
 SM0859'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0399 ***********************************************************************
 RQ0399  DESIGNATION -  K 71 RESET
 RQ0399  PID         -  RQ0399
 RQ0399  STATE/COUNTY-  ND/KIDDER
 RQ0399  USGS QUAD   -  STEELE (1975)
 RQ0399
 RQ0399                         *CURRENT SURVEY CONTROL
 RQ0399  ___________________________________________________________________
 RQ0399* NAD 83(1986)-  46 51 54.     (N)    099 55 57.     (W)     SCALED    
 RQ0399* NAVD 88     -       567.53   (+/-2cm)    1862.0    (feet)  VERTCON   
 RQ0399  ___________________________________________________________________
 RQ0399  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 RQ0399
 RQ0399  VERT ORDER  -  THIRD (See Below)
 RQ0399
 RQ0399.The horizontal coordinates were scaled from a topographic map and have
 RQ0399.an estimated accuracy of +/- 6 seconds.
 RQ0399
 RQ0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0399.The vertical order pertains to the NGVD 29 superseded value.
 RQ0399
 RQ0399.The geoid height was determined by GEOID03.
 RQ0399
 RQ0399;                    North         East    Units  Estimated Accuracy
 RQ0399;SPC ND S     -   133,360.      643,270.      MT  (+/- 180 meters Scaled)
 RQ0399
 RQ0399                          SUPERSEDED SURVEY CONTROL
 RQ0399
 RQ0399  NGVD 29 (11/04/04)  567.11   (m)         1860.6    (f) RESET       3  
 RQ0399
 RQ0399.Superseded values are not recommended for survey control.
 RQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0399.See file dsdata.txt to determine how the superseded data were derived.
 RQ0399
 RQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS289905(NAD 83)
 RQ0399_MARKER: DD = SURVEY DISK
 RQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0399_STAMPING: K 71 RESET 1953
 RQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0399+STABILITY: SURFACE MOTION
 RQ0399
 RQ0399  HISTORY     - Date     Condition        Report By
 RQ0399  HISTORY     - 1953     MONUMENTED       NDHD
 RQ0399  HISTORY     - 1959     GOOD             NGS
 RQ0399
 RQ0399                          STATION DESCRIPTION
 RQ0399
 RQ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RQ0399'1.5 MI NW FROM STEELE.
 RQ0399'0.9 MILE WEST ALONG U.S. HIGHWAY 10 FROM THE NORTHERN PACIFIC RAILWAY
 RQ0399'STATION AT STEELE, KIDDER COUNTY, THENCE 0.6 MILE NORTH ALONG STATE
 RQ0399'HIGHWAY 3.  AT THE INTERSECTION OF A SECTION-LINE ROAD, 92.1 FEET WEST
 RQ0399'OF THE CENTERLINE OF THE HIGHWAY, 35.3 FEET SOUTH OF THE CENTERLINE OF
 RQ0399'THE SECTION-LINE ROAD, AND 1.2 FEET NORTH OF A FENCE. A STANDARD DISK,
 RQ0399'STAMPED K 71 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RQ0399'THE MARK APPEARS TO HAVE BEEN HIT BY ROAD MACHINERY AND WAS FOUND TO
 RQ0399'BE SLIGHTLY TILTED.  THE ELEVATION OF THIS MARK SHOULD BE USED WITH
 RQ0399'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0767 ***********************************************************************
 SM0767  DESIGNATION -  K 72
 SM0767  PID         -  SM0767
 SM0767  STATE/COUNTY-  ND/EDDY
 SM0767  USGS QUAD   -  BARLOW (1986)
 SM0767
 SM0767                         *CURRENT SURVEY CONTROL
 SM0767  ___________________________________________________________________
 SM0767* NAD 83(1986)-  47 36 21.     (N)    099 08 15.     (W)     SCALED    
 SM0767* NAVD 88     -       468.543  (meters)    1537.21   (feet)  ADJUSTED  
 SM0767  ___________________________________________________________________
 SM0767  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SM0767  DYNAMIC HT  -         468.590 (meters)    1537.37  (feet)  COMP
 SM0767  MODELED GRAV-     980,698.2   (mgal)                       NAVD 88
 SM0767
 SM0767  VERT ORDER  -  FIRST     CLASS II
 SM0767
 SM0767.The horizontal coordinates were scaled from a topographic map and have
 SM0767.an estimated accuracy of +/- 6 seconds.
 SM0767
 SM0767.The orthometric height was determined by differential leveling
 SM0767.and adjusted by the National Geodetic Survey in June 1991..
 SM0767
 SM0767.The geoid height was determined by GEOID03.
 SM0767
 SM0767.The dynamic height is computed by dividing the NAVD 88
 SM0767.geopotential number by the normal gravity value computed on the
 SM0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0767.degrees latitude (g = 980.6199 gals.).
 SM0767
 SM0767.The modeled gravity was interpolated from observed gravity values.
 SM0767
 SM0767;                    North         East    Units  Estimated Accuracy
 SM0767;SPC ND N     -    68,260.      702,440.      MT  (+/- 180 meters Scaled)
 SM0767
 SM0767                          SUPERSEDED SURVEY CONTROL
 SM0767
 SM0767  NGVD 29 (??/??/92)  468.141  (m)         1535.89   (f) ADJ UNCH    1 2
 SM0767
 SM0767.Superseded values are not recommended for survey control.
 SM0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0767.See file dsdata.txt to determine how the superseded data were derived.
 SM0767
 SM0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT896725(NAD 83)
 SM0767_MARKER: DB = BENCH MARK DISK
 SM0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0767_STAMPING: K 72 1934
 SM0767_MARK LOGO: CGS   
 SM0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0767+STABILITY: SURFACE MOTION
 SM0767
 SM0767  HISTORY     - Date     Condition        Report By
 SM0767  HISTORY     - 1934     MONUMENTED       CGS
 SM0767  HISTORY     - 1935     GOOD             NGS
 SM0767  HISTORY     - 1975     GOOD             LOCENG
 SM0767  HISTORY     - 1982     GOOD             NGS
 SM0767
 SM0767                          STATION DESCRIPTION
 SM0767
 SM0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0767'2.5 MI N FROM BARLOW.
 SM0767'IN EDDY COUNTY, 2.5 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY
 SM0767'FROM THE STATION AT BARLOW, FOSTER COUNTY, 0.3 MILE NORTH OF MILEPOST
 SM0767'53, ABOUT 130 FEET NORTH OF A ROAD CROSSING, AND 30 FEET EAST OF THE
 SM0767'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED K 72 1934 AND
 SM0767'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 SM0767'GROUND.
 SM0767
 SM0767                          STATION RECOVERY (1975)
 SM0767
 SM0767'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 SM0767'RECOVERED IN GOOD CONDITION.
 SM0767
 SM0767                          STATION RECOVERY (1982)
 SM0767
 SM0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0767'RECOVERED THIS DATE, NOT LEVELED TO, MAIN LEVEL LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1259 ***********************************************************************
 TE1259  DESIGNATION -  K 73
 TE1259  PID         -  TE1259
 TE1259  STATE/COUNTY-  ND/BENSON
 TE1259  USGS QUAD   -  BRINSMADE (1978)
 TE1259
 TE1259                         *CURRENT SURVEY CONTROL
 TE1259  ___________________________________________________________________
 TE1259* NAD 83(1986)-  48 08 55.     (N)    099 18 46.     (W)     SCALED    
 TE1259* NAVD 88     -       459.123  (meters)    1506.31   (feet)  ADJUSTED  
 TE1259  ___________________________________________________________________
 TE1259  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 TE1259  DYNAMIC HT  -         459.197 (meters)    1506.55  (feet)  COMP
 TE1259  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 TE1259
 TE1259  VERT ORDER  -  FIRST     CLASS II
 TE1259
 TE1259.The horizontal coordinates were scaled from a topographic map and have
 TE1259.an estimated accuracy of +/- 6 seconds.
 TE1259
 TE1259.The orthometric height was determined by differential leveling
 TE1259.and adjusted by the National Geodetic Survey in June 1991..
 TE1259
 TE1259.The geoid height was determined by GEOID03.
 TE1259
 TE1259.The dynamic height is computed by dividing the NAVD 88
 TE1259.geopotential number by the normal gravity value computed on the
 TE1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1259.degrees latitude (g = 980.6199 gals.).
 TE1259
 TE1259.The modeled gravity was interpolated from observed gravity values.
 TE1259
 TE1259;                    North         East    Units  Estimated Accuracy
 TE1259;SPC ND N     -   128,390.      688,330.      MT  (+/- 180 meters Scaled)
 TE1259
 TE1259                          SUPERSEDED SURVEY CONTROL
 TE1259
 TE1259  NGVD 29 (??/??/92)  458.744  (m)         1505.06   (f) ADJ UNCH    1 2
 TE1259
 TE1259.Superseded values are not recommended for survey control.
 TE1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1259.See file dsdata.txt to determine how the superseded data were derived.
 TE1259
 TE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU767328(NAD 83)
 TE1259_MARKER: DB = BENCH MARK DISK
 TE1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1259_STAMPING: K 73 1934
 TE1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1259+STABILITY: SURFACE MOTION
 TE1259
 TE1259  HISTORY     - Date     Condition        Report By
 TE1259  HISTORY     - 1934     MONUMENTED       CGS
 TE1259  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1259
 TE1259                          STATION DESCRIPTION
 TE1259
 TE1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1259'2.4 MI S FROM BRINSMADE.
 TE1259'2.4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM BRINSMADE,
 TE1259'BENSON COUNTY, AT THE CROSSING OF THE MINNEAPOLIS, ST. PAUL AND SAULT
 TE1259'STE. MARIE RAILROAD, 55 FEET NORTH OF THE CENTERLINE OF THE M. ST. P.
 TE1259'AND S. STE. M. R.R. TRACK, 52 FEET WEST OF THE CENTERLINE OF THE N.P.
 TE1259'RY. TRACK, AND 27 FEET NORTH OF POLE 8.  A STANDARD DISK, STAMPED K 73
 TE1259'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 TE1259'ABOVE GROUND.
 TE1259
 TE1259                          STATION RECOVERY (1982)
 TE1259
 TE1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1259'NOT RECOVERED, INACCESSIBLE, NOT SEARCHED FOR, LEVEL LINE WAS
 TE1259'REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0538 ***********************************************************************
 SM0538  DESIGNATION -  K 74
 SM0538  PID         -  SM0538
 SM0538  STATE/COUNTY-  ND/FOSTER
 SM0538  USGS QUAD   -  KENSAL NW (1951)
 SM0538
 SM0538                         *CURRENT SURVEY CONTROL
 SM0538  ___________________________________________________________________
 SM0538* NAD 83(1986)-  47 27 25.     (N)    098 44 04.     (W)     SCALED    
 SM0538* NAVD 88     -       461.259  (meters)    1513.31   (feet)  ADJUSTED  
 SM0538  ___________________________________________________________________
 SM0538  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 SM0538  DYNAMIC HT  -         461.314 (meters)    1513.49  (feet)  COMP
 SM0538  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 SM0538
 SM0538  VERT ORDER  -  SECOND    CLASS 0
 SM0538
 SM0538.The horizontal coordinates were scaled from a topographic map and have
 SM0538.an estimated accuracy of +/- 6 seconds.
 SM0538
 SM0538.The orthometric height was determined by differential leveling
 SM0538.and adjusted by the National Geodetic Survey in June 1991..
 SM0538
 SM0538.The geoid height was determined by GEOID03.
 SM0538
 SM0538.The dynamic height is computed by dividing the NAVD 88
 SM0538.geopotential number by the normal gravity value computed on the
 SM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0538.degrees latitude (g = 980.6199 gals.).
 SM0538
 SM0538.The modeled gravity was interpolated from observed gravity values.
 SM0538
 SM0538;                    North         East    Units  Estimated Accuracy
 SM0538;SPC ND N     -    52,330.      733,120.      MT  (+/- 180 meters Scaled)
 SM0538
 SM0538                          SUPERSEDED SURVEY CONTROL
 SM0538
 SM0538  NGVD 29 (??/??/92)  460.898  (m)         1512.13   (f) ADJ UNCH    2 0
 SM0538
 SM0538.Superseded values are not recommended for survey control.
 SM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0538.See file dsdata.txt to determine how the superseded data were derived.
 SM0538
 SM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT200559(NAD 83)
 SM0538_MARKER: DB = BENCH MARK DISK
 SM0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0538_STAMPING: K-74 -- 1934
 SM0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0538+STABILITY: SURFACE MOTION
 SM0538
 SM0538  HISTORY     - Date     Condition        Report By
 SM0538  HISTORY     - 1934     MONUMENTED       CGS
 SM0538
 SM0538                          STATION DESCRIPTION
 SM0538
 SM0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0538'7.3 MI W FROM GLENFIELD.
 SM0538'7.3 MILES WEST OF STATE HY. 7 AND G.N. RWY. CROSSING AT GLENFIELD. 250
 SM0538'YARDS SOUTHEAST OF AN OLD STONE FOUNDATION.  40 FEET WEST OF
 SM0538'CENTERLINE OF CROSS ROAD.  29 FEET SOUTH OF CENTERLINE OF STATE HY. 7.
 SM0538'STANDARD TABLET SET IN A CONCRETE POST 5 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0539 ***********************************************************************
 SM0539  DESIGNATION -  K 74 RESET
 SM0539  PID         -  SM0539
 SM0539  STATE/COUNTY-  ND/FOSTER
 SM0539  USGS QUAD   -  KENSAL NW (1951)
 SM0539
 SM0539                         *CURRENT SURVEY CONTROL
 SM0539  ___________________________________________________________________
 SM0539* NAD 83(1986)-  47 27 25.     (N)    098 44 04.     (W)     SCALED    
 SM0539* NAVD 88     -       461.04   (+/-2cm)    1512.6    (feet)  VERTCON   
 SM0539  ___________________________________________________________________
 SM0539  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 SM0539
 SM0539  VERT ORDER  -  THIRD (See Below)
 SM0539
 SM0539.The horizontal coordinates were scaled from a topographic map and have
 SM0539.an estimated accuracy of +/- 6 seconds.
 SM0539
 SM0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0539.The vertical order pertains to the NGVD 29 superseded value.
 SM0539
 SM0539.The geoid height was determined by GEOID03.
 SM0539
 SM0539;                    North         East    Units  Estimated Accuracy
 SM0539;SPC ND N     -    52,330.      733,120.      MT  (+/- 180 meters Scaled)
 SM0539
 SM0539                          SUPERSEDED SURVEY CONTROL
 SM0539
 SM0539  NGVD 29 (??/??/??)  460.67   (m)         1511.4    (f) RESET       3  
 SM0539
 SM0539.Superseded values are not recommended for survey control.
 SM0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0539.See file dsdata.txt to determine how the superseded data were derived.
 SM0539
 SM0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT200559(NAD 83)
 SM0539_MARKER: DB = BENCH MARK DISK
 SM0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0539_STAMPING: K 74 RESET 1949
 SM0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0539+STABILITY: SURFACE MOTION
 SM0539
 SM0539  HISTORY     - Date     Condition        Report By
 SM0539  HISTORY     - 1949     MONUMENTED       NDHD
 SM0539  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0539
 SM0539                          STATION DESCRIPTION
 SM0539
 SM0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0539'8.0 MI W FROM GLENFIELD.
 SM0539'8.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF STATE
 SM0539'HIGHWAY 20 AT GLENFIELD, FOSTER COUNTY, 250 YARDS SOUTHEAST OF AN OLD
 SM0539'STONE FOUNDATION, 90 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33
 SM0539'FEET WEST OF A SECTION CORNER, AND 2 FEET FROM A WOODEN POST AT A
 SM0539'FENCE CORNER.  A STANDARD DISK, STAMPED K 74 RESET 1949 AND SET IN THE
 SM0539'TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED LOCATION IS IN THE
 SM0539'BOTTOM OF THE GRADER DITCH FOR THE NORTH-SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0836 ***********************************************************************
 SM0836  DESIGNATION -  K 75
 SM0836  PID         -  SM0836
 SM0836  STATE/COUNTY-  ND/WELLS
 SM0836  USGS QUAD   -  BOWDON (1986)
 SM0836
 SM0836                         *CURRENT SURVEY CONTROL
 SM0836  ___________________________________________________________________
 SM0836* NAD 83(1986)-  47 28 02.     (N)    099 42 28.     (W)     SCALED    
 SM0836* NAVD 88     -       552.404  (meters)    1812.35   (feet)  ADJUSTED  
 SM0836  ___________________________________________________________________
 SM0836  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 SM0836  DYNAMIC HT  -         552.463 (meters)    1812.54  (feet)  COMP
 SM0836  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 SM0836
 SM0836  VERT ORDER  -  SECOND    CLASS 0
 SM0836
 SM0836.The horizontal coordinates were scaled from a topographic map and have
 SM0836.an estimated accuracy of +/- 6 seconds.
 SM0836
 SM0836.The orthometric height was determined by differential leveling
 SM0836.and adjusted by the National Geodetic Survey in June 1991..
 SM0836
 SM0836.The geoid height was determined by GEOID03.
 SM0836
 SM0836.The dynamic height is computed by dividing the NAVD 88
 SM0836.geopotential number by the normal gravity value computed on the
 SM0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0836.degrees latitude (g = 980.6199 gals.).
 SM0836
 SM0836.The modeled gravity was interpolated from observed gravity values.
 SM0836
 SM0836;                    North         East    Units  Estimated Accuracy
 SM0836;SPC ND N     -    52,250.      659,730.      MT  (+/- 180 meters Scaled)
 SM0836
 SM0836                          SUPERSEDED SURVEY CONTROL
 SM0836
 SM0836  NGVD 29 (??/??/92)  552.008  (m)         1811.05   (f) ADJ UNCH    2 0
 SM0836
 SM0836.Superseded values are not recommended for survey control.
 SM0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0836.See file dsdata.txt to determine how the superseded data were derived.
 SM0836
 SM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT466573(NAD 83)
 SM0836_MARKER: DB = BENCH MARK DISK
 SM0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0836_STAMPING: K 75 1934
 SM0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0836+STABILITY: SURFACE MOTION
 SM0836
 SM0836  HISTORY     - Date     Condition        Report By
 SM0836  HISTORY     - 1934     MONUMENTED       CGS
 SM0836  HISTORY     - 1960     GOOD             NGS
 SM0836
 SM0836                          STATION DESCRIPTION
 SM0836
 SM0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0836'IN BOWDON.
 SM0836'AT BOWDON, WELLS COUNTY, 64 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 SM0836'NORTHERN PACIFIC RAILWAY STATION, 125 FEET WEST OF THE CENTER OF A
 SM0836'ROAD CROSSING, AND 42.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 SM0836'TRACK.  A STANDARD DISK, STAMPED K 75 1934 AND SET IN THE TOP OF A
 SM0836'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0098 ***********************************************************************
 SN0098  DESIGNATION -  K 76
 SN0098  PID         -  SN0098
 SN0098  STATE/COUNTY-  ND/SHERIDAN
 SN0098  USGS QUAD   -  MERCER (1959)
 SN0098
 SN0098                         *CURRENT SURVEY CONTROL
 SN0098  ___________________________________________________________________
 SN0098* NAD 83(1986)-  47 28 12.     (N)    100 37 53.     (W)     SCALED    
 SN0098* NAVD 88     -       598.612  (meters)    1963.95   (feet)  ADJUSTED  
 SN0098  ___________________________________________________________________
 SN0098  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 SN0098  DYNAMIC HT  -         598.662 (meters)    1964.11  (feet)  COMP
 SN0098  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 SN0098
 SN0098  VERT ORDER  -  SECOND    CLASS 0
 SN0098
 SN0098.The horizontal coordinates were scaled from a topographic map and have
 SN0098.an estimated accuracy of +/- 6 seconds.
 SN0098
 SN0098.The orthometric height was determined by differential leveling
 SN0098.and adjusted by the National Geodetic Survey in June 1991..
 SN0098
 SN0098.The geoid height was determined by GEOID03.
 SN0098
 SN0098.The dynamic height is computed by dividing the NAVD 88
 SN0098.geopotential number by the normal gravity value computed on the
 SN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0098.degrees latitude (g = 980.6199 gals.).
 SN0098
 SN0098.The modeled gravity was interpolated from observed gravity values.
 SN0098
 SN0098;                    North         East    Units  Estimated Accuracy
 SN0098;SPC ND N     -    52,260.      590,100.      MT  (+/- 180 meters Scaled)
 SN0098
 SN0098                          SUPERSEDED SURVEY CONTROL
 SN0098
 SN0098  NGVD 29 (??/??/92)  598.209  (m)         1962.62   (f) ADJ UNCH    2 0
 SN0098
 SN0098.Superseded values are not recommended for survey control.
 SN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0098.See file dsdata.txt to determine how the superseded data were derived.
 SN0098
 SN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT770586(NAD 83)
 SN0098_MARKER: DB = BENCH MARK DISK
 SN0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0098_STAMPING: K 76 1934
 SN0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0098+STABILITY: SURFACE MOTION
 SN0098
 SN0098  HISTORY     - Date     Condition        Report By
 SN0098  HISTORY     - 1934     MONUMENTED       CGS
 SN0098  HISTORY     - 1958     GOOD             NGS
 SN0098
 SN0098                          STATION DESCRIPTION
 SN0098
 SN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0098'4 MI E FROM MERCER.
 SN0098'IN SHERIDAN COUNTY, 9 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY
 SN0098'FROM THE STATION AT MCCLUSKEY, SHERIDAN COUNTY, 4 MILES EAST OF THE
 SN0098'STATION AT MERCER, MCLEAN COUNTY, 265 YARDS EAST OF MILEPOST 72, AT A
 SN0098'ROAD CROSSING, 33 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 15
 SN0098'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET WEST OF A POLE. A
 SN0098'STANDARD DISK, STAMPED K 76 1934 AND SET IN THE TOP OF A CONCRETE POST
 SN0098'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0134 ***********************************************************************
 SO0134  DESIGNATION -  K 78
 SO0134  PID         -  SO0134
 SO0134  STATE/COUNTY-  ND/MCLEAN
 SO0134  USGS QUAD   -  RAUB NW (1967)
 SO0134
 SO0134                         *CURRENT SURVEY CONTROL
 SO0134  ___________________________________________________________________
 SO0134* NAD 83(1986)-  47 44 45.     (N)    102 07 40.     (W)     SCALED    
 SO0134* NAVD 88     -       607.949  (meters)    1994.58   (feet)  ADJUSTED  
 SO0134  ___________________________________________________________________
 SO0134  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 SO0134  DYNAMIC HT  -         608.028 (meters)    1994.84  (feet)  COMP
 SO0134  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 SO0134
 SO0134  VERT ORDER  -  SECOND    CLASS 0
 SO0134
 SO0134.The horizontal coordinates were scaled from a topographic map and have
 SO0134.an estimated accuracy of +/- 6 seconds.
 SO0134
 SO0134.The orthometric height was determined by differential leveling
 SO0134.and adjusted by the National Geodetic Survey in June 1991..
 SO0134
 SO0134.The geoid height was determined by GEOID03.
 SO0134
 SO0134.The dynamic height is computed by dividing the NAVD 88
 SO0134.geopotential number by the normal gravity value computed on the
 SO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0134.degrees latitude (g = 980.6199 gals.).
 SO0134
 SO0134.The modeled gravity was interpolated from observed gravity values.
 SO0134
 SO0134;                    North         East    Units  Estimated Accuracy
 SO0134;SPC ND N     -    84,210.      477,950.      MT  (+/- 180 meters Scaled)
 SO0134
 SO0134                          SUPERSEDED SURVEY CONTROL
 SO0134
 SO0134  NGVD 29 (??/??/92)  607.529  (m)         1993.20   (f) ADJ UNCH    2 0
 SO0134
 SO0134.Superseded values are not recommended for survey control.
 SO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0134.See file dsdata.txt to determine how the superseded data were derived.
 SO0134
 SO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN152920(NAD 83)
 SO0134_MARKER: DB = BENCH MARK DISK
 SO0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0134_STAMPING: K 78 1934
 SO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0134+STABILITY: SURFACE MOTION
 SO0134
 SO0134  HISTORY     - Date     Condition        Report By
 SO0134  HISTORY     - 1934     MONUMENTED       CGS
 SO0134  HISTORY     - 1962     GOOD             NGS
 SO0134
 SO0134                          STATION DESCRIPTION
 SO0134
 SO0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0134'4.0 MI W FROM RAUB.
 SO0134'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0134'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, IN THE TRIANGLE FORMED
 SO0134'BY THE JUNCTION OF THE HIGHWAY AND TWO SECTION-LINE ROADS, 203 FEET
 SO0134'EAST OF THE CENTERLINE OF A GRAVELED ROAD LEADING TO HIGHWAY 37, 44
 SO0134'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD LEADING TO HIGHWAY 37,
 SO0134'102 FEET SOUTHEAST OF A POWER POLE, 109 FEET NORTHWEST ACROSS THE ROAD
 SO0134'FROM THE AZIMUTH MARK DEEP 1962, 1.0 FOOT EAST OF A WITNESS POST,
 SO0134'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0134'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0180 ***********************************************************************
 TG0180  DESIGNATION -  K 8
 TG0180  PID         -  TG0180
 TG0180  STATE/COUNTY-  ND/BURKE
 TG0180  USGS QUAD   -  THOMPSON LAKE (1974)
 TG0180
 TG0180                         *CURRENT SURVEY CONTROL
 TG0180  ___________________________________________________________________
 TG0180* NAD 83(1986)-  48 40 35.     (N)    102 24 04.     (W)     SCALED    
 TG0180* NAVD 88     -       706.167  (meters)    2316.82   (feet)  ADJUSTED  
 TG0180  ___________________________________________________________________
 TG0180  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0180  DYNAMIC HT  -         706.299 (meters)    2317.25  (feet)  COMP
 TG0180  MODELED GRAV-     980,772.6   (mgal)                       NAVD 88
 TG0180
 TG0180  VERT ORDER  -  SECOND    CLASS 0
 TG0180
 TG0180.The horizontal coordinates were scaled from a topographic map and have
 TG0180.an estimated accuracy of +/- 6 seconds.
 TG0180
 TG0180.The orthometric height was determined by differential leveling
 TG0180.and adjusted by the National Geodetic Survey in June 1991..
 TG0180
 TG0180.The geoid height was determined by GEOID03.
 TG0180
 TG0180.The dynamic height is computed by dividing the NAVD 88
 TG0180.geopotential number by the normal gravity value computed on the
 TG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0180.degrees latitude (g = 980.6199 gals.).
 TG0180
 TG0180.The modeled gravity was interpolated from observed gravity values.
 TG0180
 TG0180;                    North         East    Units  Estimated Accuracy
 TG0180;SPC ND N     -   188,120.      460,010.      MT  (+/- 180 meters Scaled)
 TG0180
 TG0180                          SUPERSEDED SURVEY CONTROL
 TG0180
 TG0180  NGVD 29 (??/??/92)  705.731  (m)         2315.39   (f) ADJ UNCH    2 0
 TG0180
 TG0180.Superseded values are not recommended for survey control.
 TG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0180.See file dsdata.txt to determine how the superseded data were derived.
 TG0180
 TG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP913947(NAD 83)
 TG0180_MARKER: X = CHISELED CROSS
 TG0180_SETTING: 66 = SET IN ROCK OUTCROP
 TG0180_SP_SET: ROCK
 TG0180_STAMPING: BM K 8
 TG0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG0180+STABILITY: POSITION/ELEVATION WELL
 TG0180
 TG0180  HISTORY     - Date     Condition        Report By
 TG0180  HISTORY     - UNK      MONUMENTED       USGS
 TG0180  HISTORY     - 1935     GOOD             NGS
 TG0180
 TG0180                          STATION DESCRIPTION
 TG0180
 TG0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG0180'16.1 MI SW FROM KENMARE.
 TG0180'IN BURKE, 16.1 MILES SOUTHWEST OF KENMARE, WARD COUNTY, THIS BENCH
 TG0180'MARK MAY BE REACHED BY GOING 0.8 MILE SOUTHWEST, 3.8 MILES WEST, 0.5
 TG0180'MILE SOUTH, AND 9.0 MILES WEST ALONG ROADS, THENCE 1.0 MILE NORTH
 TG0180'ALONG STATE HIGHWAY 8, AND THENCE 1.1 MILES WEST ALONG A TRAIL.  IT IS
 TG0180'50 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND ON THE TOP OF A ROCK.
 TG0180'A CHISELED CROSS, MARKED BM K 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1343 ***********************************************************************
 TG1343  DESIGNATION -  K 8
 TG1343  PID         -  TG1343
 TG1343  STATE/COUNTY-  ND/WILLIAMS
 TG1343  USGS QUAD   -  TRENTON (1976)
 TG1343
 TG1343                         *CURRENT SURVEY CONTROL
 TG1343  ___________________________________________________________________
 TG1343* NAD 83(1986)-  48 05 01.     (N)    103 46 53.     (W)     SCALED    
 TG1343* NAVD 88     -       566.676  (meters)    1859.17   (feet)  ADJUSTED  
 TG1343  ___________________________________________________________________
 TG1343  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1343  DYNAMIC HT  -         566.744 (meters)    1859.39  (feet)  COMP
 TG1343  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 TG1343
 TG1343  VERT ORDER  -  FIRST     CLASS II
 TG1343
 TG1343.The horizontal coordinates were scaled from a topographic map and have
 TG1343.an estimated accuracy of +/- 6 seconds.
 TG1343
 TG1343.The orthometric height was determined by differential leveling
 TG1343.and adjusted by the National Geodetic Survey in June 1991..
 TG1343
 TG1343.The geoid height was determined by GEOID03.
 TG1343
 TG1343.The dynamic height is computed by dividing the NAVD 88
 TG1343.geopotential number by the normal gravity value computed on the
 TG1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1343.degrees latitude (g = 980.6199 gals.).
 TG1343
 TG1343.The modeled gravity was interpolated from observed gravity values.
 TG1343
 TG1343;                    North         East    Units  Estimated Accuracy
 TG1343;SPC ND N     -   125,690.      355,610.      MT  (+/- 180 meters Scaled)
 TG1343
 TG1343                          SUPERSEDED SURVEY CONTROL
 TG1343
 TG1343  NGVD 29 (??/??/92)  566.17   (m)         1857.5    (f) COMPUTED    1 2
 TG1343
 TG1343.Superseded values are not recommended for survey control.
 TG1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1343.See file dsdata.txt to determine how the superseded data were derived.
 TG1343
 TG1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP907263(NAD 83)
 TG1343_MARKER: P = PIPE CAP
 TG1343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1343
 TG1343  HISTORY     - Date     Condition        Report By
 TG1343  HISTORY     - UNK      MONUMENTED       CGS
 TG1343  HISTORY     - 1940     GOOD             NGS
 TG1343
 TG1343                          STATION DESCRIPTION
 TG1343
 TG1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1343'1.4 MI SW FROM TODD.
 TG1343'ABOUT 1.4 MILES SOUTH-WEST OF THE GREAT NORTHERN RAILWAY STATION AT
 TG1343'TODD, ABOUT 0.4 MILES WEST OF MILES-POST NO. 130, 138 FEET WEST OF THE
 TG1343'WEST END OF BRIDGE NO. 153, 8 FEET WEST OF A POLE, 38 FEET NORTH OF
 TG1343'THE CENTER-LINE OF THE WEST BOUND TRACK, AND IN LINE WITH A ROW OF
 TG1343'POLES, A MISSOURI RIVER COMMISSION STANDARD CAP FASTENED ON THE TOP OF
 TG1343'AN IRON PIPE PROJECTING 0.4 FEET ABOVE THE GROUND.  NO POST WAS SET BY
 TG1343'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0109 ***********************************************************************
 TG0109  DESIGNATION -  K 8 B 1
 TG0109  PID         -  TG0109
 TG0109  STATE/COUNTY-  ND/BURKE
 TG0109  USGS QUAD   -  WESTBY LAKE (1978)
 TG0109
 TG0109                         *CURRENT SURVEY CONTROL
 TG0109  ___________________________________________________________________
 TG0109* NAD 83(1986)-  48 32 49.     (N)    102 16 54.     (W)     SCALED    
 TG0109* NAVD 88     -       715.311  (meters)    2346.82   (feet)  ADJUSTED  
 TG0109  ___________________________________________________________________
 TG0109  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG0109  DYNAMIC HT  -         715.434 (meters)    2347.22  (feet)  COMP
 TG0109  MODELED GRAV-     980,758.6   (mgal)                       NAVD 88
 TG0109
 TG0109  VERT ORDER  -  SECOND    CLASS 0
 TG0109
 TG0109.The horizontal coordinates were scaled from a topographic map and have
 TG0109.an estimated accuracy of +/- 6 seconds.
 TG0109
 TG0109.The orthometric height was determined by differential leveling
 TG0109.and adjusted by the National Geodetic Survey in June 1991..
 TG0109
 TG0109.The geoid height was determined by GEOID03.
 TG0109
 TG0109.The dynamic height is computed by dividing the NAVD 88
 TG0109.geopotential number by the normal gravity value computed on the
 TG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0109.degrees latitude (g = 980.6199 gals.).
 TG0109
 TG0109.The modeled gravity was interpolated from observed gravity values.
 TG0109
 TG0109;                    North         East    Units  Estimated Accuracy
 TG0109;SPC ND N     -   173,520.      468,470.      MT  (+/- 180 meters Scaled)
 TG0109
 TG0109                          SUPERSEDED SURVEY CONTROL
 TG0109
 TG0109  NGVD 29 (??/??/92)  714.88   (m)         2345.4    (f) COMPUTED    2 0
 TG0109
 TG0109.Superseded values are not recommended for survey control.
 TG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0109.See file dsdata.txt to determine how the superseded data were derived.
 TG0109
 TG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP006806(NAD 83)
 TG0109_MARKER: DD = SURVEY DISK
 TG0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0109_SP_SET: PEDESTAL
 TG0109_STAMPING: B 1
 TG0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0109
 TG0109  HISTORY     - Date     Condition        Report By
 TG0109  HISTORY     - UNK      MONUMENTED       DOD
 TG0109  HISTORY     - 1963     GOOD             NGS
 TG0109
 TG0109                          STATION DESCRIPTION
 TG0109
 TG0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0109'12.5 MI W FROM COULEE.
 TG0109'ABOUT 12.5 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0109'RAILWAY STATION AT COULEE, ABOUT 168 YARDS NORTH OF THE CENTERLINE OF
 TG0109'THE HIGHWAY, IN A LARGE PASTURE, ON THE TOP OF A NARROW RIDGE, A 1 1/2
 TG0109'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 34, R 90 W, T 159 N.
 TG0109'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0110 ***********************************************************************
 TG0110  DESIGNATION -  K 8 B 2
 TG0110  PID         -  TG0110
 TG0110  STATE/COUNTY-  ND/BURKE
 TG0110  USGS QUAD   -  WESTBY LAKE (1978)
 TG0110
 TG0110                         *CURRENT SURVEY CONTROL
 TG0110  ___________________________________________________________________
 TG0110* NAD 83(1986)-  48 32 49.     (N)    102 16 46.     (W)     SCALED    
 TG0110* NAVD 88     -       717.318  (meters)    2353.40   (feet)  ADJUSTED  
 TG0110  ___________________________________________________________________
 TG0110  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0110  DYNAMIC HT  -         717.442 (meters)    2353.81  (feet)  COMP
 TG0110  MODELED GRAV-     980,758.6   (mgal)                       NAVD 88
 TG0110
 TG0110  VERT ORDER  -  SECOND    CLASS 0
 TG0110
 TG0110.The horizontal coordinates were scaled from a topographic map and have
 TG0110.an estimated accuracy of +/- 6 seconds.
 TG0110
 TG0110.The orthometric height was determined by differential leveling
 TG0110.and adjusted by the National Geodetic Survey in June 1991..
 TG0110
 TG0110.The geoid height was determined by GEOID03.
 TG0110
 TG0110.The dynamic height is computed by dividing the NAVD 88
 TG0110.geopotential number by the normal gravity value computed on the
 TG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0110.degrees latitude (g = 980.6199 gals.).
 TG0110
 TG0110.The modeled gravity was interpolated from observed gravity values.
 TG0110
 TG0110;                    North         East    Units  Estimated Accuracy
 TG0110;SPC ND N     -   173,510.      468,630.      MT  (+/- 180 meters Scaled)
 TG0110
 TG0110                          SUPERSEDED SURVEY CONTROL
 TG0110
 TG0110  NGVD 29 (??/??/92)  716.89   (m)         2352.0    (f) COMPUTED    2 0
 TG0110
 TG0110.Superseded values are not recommended for survey control.
 TG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0110.See file dsdata.txt to determine how the superseded data were derived.
 TG0110
 TG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP007806(NAD 83)
 TG0110_MARKER: DD = SURVEY DISK
 TG0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0110_SP_SET: PEDESTAL
 TG0110_STAMPING: B 2
 TG0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0110
 TG0110  HISTORY     - Date     Condition        Report By
 TG0110  HISTORY     - UNK      MONUMENTED       DOD
 TG0110  HISTORY     - 1963     GOOD             NGS
 TG0110
 TG0110                          STATION DESCRIPTION
 TG0110
 TG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0110'12.4 MI W FROM COULEE.
 TG0110'ABOUT 12.4 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0110'RAILWAY STATION AT COULEE, ABOUT 168 YARDS NORTH OF THE CENTERLINE OF
 TG0110'THE HIGHWAY, IN A LARGE PASTURE, ON THE TOP OF A NARROW RIDGE, A 1 1/2
 TG0110'X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 34, R 90 W, T 159 N.
 TG0110'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0860 ***********************************************************************
 SN0860  DESIGNATION -  K 80
 SN0860  PID         -  SN0860
 SN0860  STATE/COUNTY-  ND/OLIVER
 SN0860  USGS QUAD   -  WASHBURN (1980)
 SN0860
 SN0860                         *CURRENT SURVEY CONTROL
 SN0860  ___________________________________________________________________
 SN0860* NAD 83(1986)-  47 17 14.     (N)    101 02 44.     (W)     SCALED    
 SN0860* NAVD 88     -       508.107  (meters)    1667.01   (feet)  ADJUSTED  
 SN0860  ___________________________________________________________________
 SN0860  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SN0860  DYNAMIC HT  -         508.146 (meters)    1667.14  (feet)  COMP
 SN0860  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 SN0860
 SN0860  VERT ORDER  -  SECOND    CLASS 0
 SN0860
 SN0860.The horizontal coordinates were scaled from a topographic map and have
 SN0860.an estimated accuracy of +/- 6 seconds.
 SN0860
 SN0860.The orthometric height was determined by differential leveling
 SN0860.and adjusted by the National Geodetic Survey in June 1991..
 SN0860
 SN0860.The geoid height was determined by GEOID03.
 SN0860
 SN0860.The dynamic height is computed by dividing the NAVD 88
 SN0860.geopotential number by the normal gravity value computed on the
 SN0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0860.degrees latitude (g = 980.6199 gals.).
 SN0860
 SN0860.The modeled gravity was interpolated from observed gravity values.
 SN0860
 SN0860;                    North         East    Units  Estimated Accuracy
 SN0860;SPC ND S     -   180,280.      558,730.      MT  (+/- 180 meters Scaled)
 SN0860
 SN0860                          SUPERSEDED SURVEY CONTROL
 SN0860
 SN0860  NGVD 29 (??/??/92)  507.719  (m)         1665.74   (f) ADJ UNCH    2 0
 SN0860
 SN0860.Superseded values are not recommended for survey control.
 SN0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0860.See file dsdata.txt to determine how the superseded data were derived.
 SN0860
 SN0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT453391(NAD 83)
 SN0860_MARKER: DB = BENCH MARK DISK
 SN0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0860_STAMPING: K 80 1934
 SN0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0860+STABILITY: SURFACE MOTION
 SN0860
 SN0860  HISTORY     - Date     Condition        Report By
 SN0860  HISTORY     - 1934     MONUMENTED       CGS
 SN0860  HISTORY     - 1958     MARK NOT FOUND   NGS
 SN0860
 SN0860                          STATION DESCRIPTION
 SN0860
 SN0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0860'0.6 MI SW FROM WASHBURN.
 SN0860'0.6 MILES SOUTHWEST OF MINNEAPOLIST, ST. PAUL AND SAULTE STE. MARIE
 SN0860'RAILWAY STATION AT WASHBURN, ACROSS THE RIVER FROM WASHBURN.  100
 SN0860'YARDS SOUTHEAST FROM FERRY LANDING.  30 FEET SOUTH OF CENTERLINE OF
 SN0860'WAGON ROAD RUNNING PARALLEL TO RIVER AT THIS POINT.  THIS MARK WAS
 SN0860'ESTABLISHED FOR USE IN RIVER CROSSING AND IS ONLY SEMI-PERMANENT AS IT
 SN0860'MAY BE DESTROYED SHOULD THE MISSOURI RIVER REACH HIGH FLOOD STAGE. A
 SN0860'STANDARD TABLET SET IN THE OF CONCRETE POST 6 INCHES HIGH.  NOTE-- THE
 SN0860'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0860'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0992 ***********************************************************************
 SN0992  DESIGNATION -  K 81
 SN0992  PID         -  SN0992
 SN0992  STATE/COUNTY-  ND/MERCER
 SN0992  USGS QUAD   -  BEULAH (1980)
 SN0992
 SN0992                         *CURRENT SURVEY CONTROL
 SN0992  ___________________________________________________________________
 SN0992* NAD 83(1986)-  47 15 35.     (N)    101 49 41.     (W)     SCALED    
 SN0992* NAVD 88     -       547.211  (meters)    1795.31   (feet)  ADJUSTED  
 SN0992  ___________________________________________________________________
 SN0992  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SN0992  DYNAMIC HT  -         547.244 (meters)    1795.42  (feet)  COMP
 SN0992  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 SN0992
 SN0992  VERT ORDER  -  SECOND    CLASS 0
 SN0992
 SN0992.The horizontal coordinates were scaled from a topographic map and have
 SN0992.an estimated accuracy of +/- 6 seconds.
 SN0992
 SN0992.The orthometric height was determined by differential leveling
 SN0992.and adjusted by the National Geodetic Survey in June 1991..
 SN0992
 SN0992.The geoid height was determined by GEOID03.
 SN0992
 SN0992.The dynamic height is computed by dividing the NAVD 88
 SN0992.geopotential number by the normal gravity value computed on the
 SN0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0992.degrees latitude (g = 980.6199 gals.).
 SN0992
 SN0992.The modeled gravity was interpolated from observed gravity values.
 SN0992
 SN0992;                    North         East    Units  Estimated Accuracy
 SN0992;SPC ND S     -   177,930.      499,490.      MT  (+/- 180 meters Scaled)
 SN0992
 SN0992                          SUPERSEDED SURVEY CONTROL
 SN0992
 SN0992  NGVD 29 (??/??/92)  546.806  (m)         1793.98   (f) ADJ UNCH    2 0
 SN0992
 SN0992.Superseded values are not recommended for survey control.
 SN0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0992.See file dsdata.txt to determine how the superseded data were derived.
 SN0992
 SN0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT860379(NAD 83)
 SN0992_MARKER: DB = BENCH MARK DISK
 SN0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0992_STAMPING: K 81 1934
 SN0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0992+STABILITY: SURFACE MOTION
 SN0992
 SN0992  HISTORY     - Date     Condition        Report By
 SN0992  HISTORY     - 1934     MONUMENTED       CGS
 SN0992  HISTORY     - 1958     GOOD             NGS
 SN0992
 SN0992                          STATION DESCRIPTION
 SN0992
 SN0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0992'2.4 MI W FROM BEULAH.
 SN0992'2.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0992'BEULAH, 67 FEET NORTHEAST OF MILEPOST 75, 41 FEET NORTH OF THE NORTH
 SN0992'RAIL, 74 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 56
 SN0992'FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 10 FEET EAST OF A
 SN0992'TELEPHONE POLE, 5 1/2 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL
 SN0992'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A
 SN0992'CONCRETE POST 2 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0377 ***********************************************************************
 SO0377  DESIGNATION -  K 82
 SO0377  PID         -  SO0377
 SO0377  STATE/COUNTY-  ND/DUNN
 SO0377  USGS QUAD   -  LAKE ILO (1973)
 SO0377
 SO0377                         *CURRENT SURVEY CONTROL
 SO0377  ___________________________________________________________________
 SO0377* NAD 83(1986)-  47 22 19.     (N)    102 44 35.     (W)     SCALED    
 SO0377* NAVD 88     -       680.913  (meters)    2233.96   (feet)  ADJUSTED  
 SO0377  ___________________________________________________________________
 SO0377  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SO0377  DYNAMIC HT  -         680.956 (meters)    2234.10  (feet)  COMP
 SO0377  MODELED GRAV-     980,653.9   (mgal)                       NAVD 88
 SO0377
 SO0377  VERT ORDER  -  SECOND    CLASS 0
 SO0377
 SO0377.The horizontal coordinates were scaled from a topographic map and have
 SO0377.an estimated accuracy of +/- 6 seconds.
 SO0377
 SO0377.The orthometric height was determined by differential leveling
 SO0377.and adjusted by the National Geodetic Survey in June 1991..
 SO0377
 SO0377.The geoid height was determined by GEOID03.
 SO0377
 SO0377.The dynamic height is computed by dividing the NAVD 88
 SO0377.geopotential number by the normal gravity value computed on the
 SO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0377.degrees latitude (g = 980.6199 gals.).
 SO0377
 SO0377.The modeled gravity was interpolated from observed gravity values.
 SO0377
 SO0377;                    North         East    Units  Estimated Accuracy
 SO0377;SPC ND S     -   191,980.      430,620.      MT  (+/- 180 meters Scaled)
 SO0377
 SO0377                          SUPERSEDED SURVEY CONTROL
 SO0377
 SO0377  NGVD 29 (??/??/92)  680.432  (m)         2232.38   (f) ADJ UNCH    2 0
 SO0377
 SO0377.Superseded values are not recommended for survey control.
 SO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0377.See file dsdata.txt to determine how the superseded data were derived.
 SO0377
 SO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN703489(NAD 83)
 SO0377_MARKER: DB = BENCH MARK DISK
 SO0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0377_SP_SET: CONCRETE POST
 SO0377_STAMPING: K 82 1934
 SO0377_MARK LOGO: CGS   
 SO0377_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0377+STABILITY: SURFACE MOTION
 SO0377
 SO0377  HISTORY     - Date     Condition        Report By
 SO0377  HISTORY     - 1934     MONUMENTED       CGS
 SO0377  HISTORY     - 1940     GOOD             NGS
 SO0377  HISTORY     - 1967     GOOD             LOCENG
 SO0377  HISTORY     - 1985     GOOD
 SO0377  HISTORY     - 19890505 MARK NOT FOUND   LOCENG
 SO0377
 SO0377                          STATION DESCRIPTION
 SO0377
 SO0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0377'0.5 MI NE FROM KILLDEER.
 SO0377'0.5 MILE NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 SO0377'AT KILLDEER, DUNN COUNTY, 100 FEET NORTHEAST OF THE CENTER OF A ROAD
 SO0377'CROSSING, 42.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22.1 FEET
 SO0377'SOUTHEAST OF THE SOUTHEAST RAIL, AND 20 FEET NORTHEAST OF A SWITCH AT
 SO0377'THE EXTREME NORTHEAST END OF A SIDE TRACK, AND SET IN THE TOP OF A
 SO0377'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 SO0377
 SO0377                          STATION RECOVERY (1967)
 SO0377
 SO0377'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SO0377'RECOVERED IN GOOD CONDITION.
 SO0377
 SO0377                          STATION RECOVERY (1985)
 SO0377
 SO0377'RECOVERED 1985
 SO0377'RECOVERED IN GOOD CONDITION.
 SO0377
 SO0377                          STATION RECOVERY (1989)
 SO0377
 SO0377'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 SO0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0861 ***********************************************************************
 SO0861  DESIGNATION -  K 82 RESET
 SO0861  PID         -  SO0861
 SO0861  STATE/COUNTY-  ND/DUNN
 SO0861  USGS QUAD   -  LAKE ILO (1973)
 SO0861
 SO0861                         *CURRENT SURVEY CONTROL
 SO0861  ___________________________________________________________________
 SO0861* NAD 83(1986)-  47 22 19.     (N)    102 44 35.     (W)     SCALED    
 SO0861* NAVD 88     -       681.73   (meters)    2236.6    (feet)  RESET     
 SO0861  ___________________________________________________________________
 SO0861  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SO0861
 SO0861  VERT ORDER  -  THIRD
 SO0861
 SO0861.The horizontal coordinates were scaled from a topographic map and have
 SO0861.an estimated accuracy of +/- 6 seconds.
 SO0861
 SO0861.The orthometric height was computed from unverified reset data.
 SO0861.No vertical observational check was made to the station.
 SO0861
 SO0861.The geoid height was determined by GEOID03.
 SO0861
 SO0861;                    North         East    Units  Estimated Accuracy
 SO0861;SPC ND S     -   191,980.      430,620.      MT  (+/- 180 meters Scaled)
 SO0861
 SO0861                          SUPERSEDED SURVEY CONTROL
 SO0861
 SO0861  NGVD 29 (11/04/04)  681.25   (m)         2235.1    (f) RESET       3  
 SO0861
 SO0861.Superseded values are not recommended for survey control.
 SO0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0861.See file dsdata.txt to determine how the superseded data were derived.
 SO0861
 SO0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN703489(NAD 83)
 SO0861_MARKER: DV = VERTICAL CONTROL DISK
 SO0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0861_SP_SET: CONCRETE POST
 SO0861_STAMPING: K 82 RESET 1989
 SO0861_MARK LOGO: NGS   
 SO0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0861+STABILITY: SURFACE MOTION
 SO0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SO0861+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2002
 SO0861
 SO0861  HISTORY     - Date     Condition        Report By
 SO0861  HISTORY     - 1989     MONUMENTED       LOCENG
 SO0861  HISTORY     - 20020506 GOOD             NDDT
 SO0861
 SO0861                          STATION DESCRIPTION
 SO0861
 SO0861'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 SO0861'APPROXIMATELY 675 FEET (205.7 M) EAST OF THE INCORPORATED LIMIT OF
 SO0861'KILLDEER, 642 FEET (195.7 M) WEST OF THE NE CORNER SEC.23 T145N R95W,
 SO0861'3.1 FEET (0.9 M) EAST OF THE NORTHWEST CORNER OF BRIDGE, 50.8 FEET
 SO0861'(15.5 M) WEST OF THE NORTHEAST CORNER OF BRIDGE, 66.3 FEET (20.2 M)
 SO0861'SOUTHEAST OF A POWER POLE, MONUMENT IS FLUSH WITH THE GROUND.
 SO0861
 SO0861                          STATION RECOVERY (2002)
 SO0861
 SO0861'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 SO0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0411 ***********************************************************************
 RR0411  DESIGNATION -  K 83
 RR0411  PID         -  RR0411
 RR0411  STATE/COUNTY-  ND/MORTON
 RR0411  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0411
 RR0411                         *CURRENT SURVEY CONTROL
 RR0411  ___________________________________________________________________
 RR0411* NAD 83(1986)-  46 58 23.     (N)    101 47 31.     (W)     SCALED    
 RR0411* NAVD 88     -       715.969  (meters)    2348.97   (feet)  ADJUSTED  
 RR0411  ___________________________________________________________________
 RR0411  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 RR0411  DYNAMIC HT  -         715.970 (meters)    2348.98  (feet)  COMP
 RR0411  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 RR0411
 RR0411  VERT ORDER  -  SECOND    CLASS 0
 RR0411
 RR0411.The horizontal coordinates were scaled from a topographic map and have
 RR0411.an estimated accuracy of +/- 6 seconds.
 RR0411
 RR0411.The orthometric height was determined by differential leveling
 RR0411.and adjusted by the National Geodetic Survey in June 1991..
 RR0411
 RR0411.The geoid height was determined by GEOID03.
 RR0411
 RR0411.The dynamic height is computed by dividing the NAVD 88
 RR0411.geopotential number by the normal gravity value computed on the
 RR0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0411.degrees latitude (g = 980.6199 gals.).
 RR0411
 RR0411.The modeled gravity was interpolated from observed gravity values.
 RR0411
 RR0411;                    North         East    Units  Estimated Accuracy
 RR0411;SPC ND S     -   146,020.      501,700.      MT  (+/- 180 meters Scaled)
 RR0411
 RR0411                          SUPERSEDED SURVEY CONTROL
 RR0411
 RR0411  NGVD 29 (??/??/92)  715.541  (m)         2347.57   (f) ADJ UNCH    2 0
 RR0411
 RR0411.Superseded values are not recommended for survey control.
 RR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0411.See file dsdata.txt to determine how the superseded data were derived.
 RR0411
 RR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT876059(NAD 83)
 RR0411_MARKER: DB = BENCH MARK DISK
 RR0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0411_SP_SET: CULVERT
 RR0411_STAMPING: K-83 -- 1934 2347.571
 RR0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0411
 RR0411  HISTORY     - Date     Condition        Report By
 RR0411  HISTORY     - 1934     MONUMENTED       CGS
 RR0411  HISTORY     - 1956     GOOD             NGS
 RR0411
 RR0411                          STATION DESCRIPTION
 RR0411
 RR0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0411'13 MI NE FROM GLEN ULLIN.
 RR0411'13 MILES NORTHEAST OF THE N.P.RWY. STATION AT GLEN ULLIN.  10.9 MILES
 RR0411'NORTH OF THE JUNCTION OF U.S. HY. NO.10 AND STATE HY. NO.49.  0.5 OF
 RR0411'MILE SOUTH OF THE MERCER-MORTON COUNTY LINE.  0.3 OF MILE NORTH OF THE
 RR0411'TOP OF A LONG HILL.  39 FT. EAST OF CENTERLINE OF STATE HY. NO.49. 35
 RR0411'FT. SOUTH OF CENTERLINE OF A FARM ROAD THAT TURNS EAST OFF OF HIGHWAY.
 RR0411'1.3 FT. WEST OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF
 RR0411'CONCRETE POST 6 IN. HIGH.  19 FT. SOUTH OF THE SOUTH END OF AN 18 IN.
 RR0411'CORRUGATED IRON PIPE CULVERT UNDER FARM ROAD.
 RR0411
 RR0411                          STATION RECOVERY (1956)
 RR0411
 RR0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0412 ***********************************************************************
 RR0412  DESIGNATION -  K 83 RESET
 RR0412  PID         -  RR0412
 RR0412  STATE/COUNTY-  ND/MORTON
 RR0412  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0412
 RR0412                         *CURRENT SURVEY CONTROL
 RR0412  ___________________________________________________________________
 RR0412* NAD 83(1986)-  46 58 24.     (N)    101 47 34.     (W)     SCALED    
 RR0412* NAVD 88     -       716.33   (+/-2cm)    2350.2    (feet)  VERTCON   
 RR0412  ___________________________________________________________________
 RR0412  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 RR0412
 RR0412  VERT ORDER  -  THIRD (See Below)
 RR0412
 RR0412.The horizontal coordinates were scaled from a topographic map and have
 RR0412.an estimated accuracy of +/- 6 seconds.
 RR0412
 RR0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0412.The vertical order pertains to the NGVD 29 superseded value.
 RR0412
 RR0412.The geoid height was determined by GEOID03.
 RR0412
 RR0412;                    North         East    Units  Estimated Accuracy
 RR0412;SPC ND S     -   146,060.      501,640.      MT  (+/- 180 meters Scaled)
 RR0412
 RR0412                          SUPERSEDED SURVEY CONTROL
 RR0412
 RR0412  NGVD 29 (11/04/04)  715.90   (m)         2348.7    (f) RESET       3  
 RR0412
 RR0412.Superseded values are not recommended for survey control.
 RR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0412.See file dsdata.txt to determine how the superseded data were derived.
 RR0412
 RR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT875059(NAD 83)
 RR0412_MARKER: DB = BENCH MARK DISK
 RR0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0412_STAMPING: K 83 RESET 1959
 RR0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0412+STABILITY: SURFACE MOTION
 RR0412
 RR0412  HISTORY     - Date     Condition        Report By
 RR0412  HISTORY     - 1959     MONUMENTED       CGS
 RR0412
 RR0412                          STATION DESCRIPTION
 RR0412
 RR0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RR0412'13 MI NE FROM GLEN ULLIN.
 RR0412'ABOUT 10.9 MILES NORTH ALONG STATE HIGHWAY 49 FROM ITS JUNCTION WITH
 RR0412'U.S. HIGHWAY 10, ABOUT 0.5 MILE SOUTH OF THE MERCER-MORTON COUNTY
 RR0412'LINE, AT A FARM ROAD LEADING EAST, 101 FEET WEST OF THE CENTERLINE OF
 RR0412'THE HIGHWAY, 30 FEET NORTH OF CENTERLINE EXTENDED OF FARM ROAD LEADING
 RR0412'EAST AND ON EAST SLOPE OF A SMALL ROCKY KNOLL, AND SET IN THE TOP OF A
 RR0412'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0132 ***********************************************************************
 RS0132  DESIGNATION -  K 84
 RS0132  PID         -  RS0132
 RS0132  STATE/COUNTY-  ND/STARK
 RS0132  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0132
 RS0132                         *CURRENT SURVEY CONTROL
 RS0132  ___________________________________________________________________
 RS0132* NAD 83(1986)-  46 54 18.     (N)    102 47 22.     (W)     SCALED    
 RS0132* NAVD 88     -       761.736  (meters)    2499.13   (feet)  ADJUSTED  
 RS0132  ___________________________________________________________________
 RS0132  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RS0132  DYNAMIC HT  -         761.736 (meters)    2499.13  (feet)  COMP
 RS0132  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 RS0132
 RS0132  VERT ORDER  -  SECOND    CLASS 0
 RS0132
 RS0132.The horizontal coordinates were scaled from a topographic map and have
 RS0132.an estimated accuracy of +/- 6 seconds.
 RS0132
 RS0132.The orthometric height was determined by differential leveling
 RS0132.and adjusted by the National Geodetic Survey in June 1991..
 RS0132
 RS0132.The geoid height was determined by GEOID03.
 RS0132
 RS0132.The dynamic height is computed by dividing the NAVD 88
 RS0132.geopotential number by the normal gravity value computed on the
 RS0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0132.degrees latitude (g = 980.6199 gals.).
 RS0132
 RS0132.The modeled gravity was interpolated from observed gravity values.
 RS0132
 RS0132;                    North         East    Units  Estimated Accuracy
 RS0132;SPC ND S     -   140,190.      425,600.      MT  (+/- 180 meters Scaled)
 RS0132
 RS0132                          SUPERSEDED SURVEY CONTROL
 RS0132
 RS0132  NGVD 29 (??/??/92)  761.198  (m)         2497.36   (f) ADJ UNCH    2 0
 RS0132
 RS0132.Superseded values are not recommended for survey control.
 RS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0132.See file dsdata.txt to determine how the superseded data were derived.
 RS0132
 RS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM683969(NAD 83)
 RS0132_MARKER: DB = BENCH MARK DISK
 RS0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0132_STAMPING: K 84 1934
 RS0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0132+STABILITY: SURFACE MOTION
 RS0132
 RS0132  HISTORY     - Date     Condition        Report By
 RS0132  HISTORY     - 1934     MONUMENTED       CGS
 RS0132  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0132
 RS0132                          STATION DESCRIPTION
 RS0132
 RS0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0132'1.9 MI N FROM DICKINSON.
 RS0132'1.9 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN PACIFIC
 RS0132'RAILWAY STATION AT DICKINSON, STARK COUNTY, AT THE INTERSECTION OF A
 RS0132'COUNTRY ROAD, 200 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET
 RS0132'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4.5 FEET WEST OF A POLE. A
 RS0132'STANDARD DISK, STAMPED K 84 1934 AND SET IN THE TOP OF A CONCRETE POST
 RS0132'PROJECTING 8 INCHES ABOVE GROUND.
 RS0132
 RS0132                          STATION RECOVERY (1982)
 RS0132
 RS0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0574 ***********************************************************************
 SO0574  DESIGNATION -  K 85
 SO0574  PID         -  SO0574
 SO0574  STATE/COUNTY-  ND/MCKENZIE
 SO0574  USGS QUAD   -  GRASSY BUTTE (1974)
 SO0574
 SO0574                         *CURRENT SURVEY CONTROL
 SO0574  ___________________________________________________________________
 SO0574* NAD 83(1986)-  47 27 05.     (N)    103 14 52.     (W)     SCALED    
 SO0574* NAVD 88     -       809.291  (meters)    2655.15   (feet)  ADJUSTED  
 SO0574  ___________________________________________________________________
 SO0574  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 SO0574  DYNAMIC HT  -         809.316 (meters)    2655.23  (feet)  COMP
 SO0574  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 SO0574
 SO0574  VERT ORDER  -  SECOND    CLASS 0
 SO0574
 SO0574.The horizontal coordinates were scaled from a topographic map and have
 SO0574.an estimated accuracy of +/- 6 seconds.
 SO0574
 SO0574.The orthometric height was determined by differential leveling
 SO0574.and adjusted by the National Geodetic Survey in June 1991..
 SO0574
 SO0574.The geoid height was determined by GEOID03.
 SO0574
 SO0574.The dynamic height is computed by dividing the NAVD 88
 SO0574.geopotential number by the normal gravity value computed on the
 SO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0574.degrees latitude (g = 980.6199 gals.).
 SO0574
 SO0574.The modeled gravity was interpolated from observed gravity values.
 SO0574
 SO0574;                    North         East    Units  Estimated Accuracy
 SO0574;SPC ND N     -    53,880.      392,830.      MT  (+/- 180 meters Scaled)
 SO0574
 SO0574                          SUPERSEDED SURVEY CONTROL
 SO0574
 SO0574  NGVD 29 (??/??/92)  808.754  (m)         2653.39   (f) ADJ UNCH    2 0
 SO0574
 SO0574.Superseded values are not recommended for survey control.
 SO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0574.See file dsdata.txt to determine how the superseded data were derived.
 SO0574
 SO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN320568(NAD 83)
 SO0574_MARKER: DB = BENCH MARK DISK
 SO0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0574_STAMPING: K-85 1934
 SO0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0574+STABILITY: SURFACE MOTION
 SO0574
 SO0574  HISTORY     - Date     Condition        Report By
 SO0574  HISTORY     - 1934     MONUMENTED       CGS
 SO0574  HISTORY     - 1974     GOOD             USGS
 SO0574
 SO0574                          STATION DESCRIPTION
 SO0574
 SO0574'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 SO0574'28.5 MI S FROM WATFORD CITY.
 SO0574'ABOUT 28.5 MI S ALONG U. S. HIGHWAY 85 FROM THE GREAT NORTHERN RAILWAY
 SO0574'CROSSING AT WATFORD CITY, MCKENZIE COUNTY, 100 FT. EAST AND 93 FT
 SO0574'NORTH OF THE NE CORNER OF THE COMMUNITY CEM.  93 FT. NNW OF A DOUBLE
 SO0574'WOODEN POLE POWER LINE POLE AND 122 FT. WEST OF HIGHWAY 85.  A
 SO0574'STANDARD USC AND GS TABLET STAMPED K-85 1934 AND SET IN THE TOP OF A
 SO0574'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0642 ***********************************************************************
 SO0642  DESIGNATION -  K 86
 SO0642  PID         -  SO0642
 SO0642  STATE/COUNTY-  ND/MCKENZIE
 SO0642  USGS QUAD   -  ALEXANDER (1972)
 SO0642
 SO0642                         *CURRENT SURVEY CONTROL
 SO0642  ___________________________________________________________________
 SO0642* NAD 83(1986)-  47 49 59.     (N)    103 38 14.     (W)     SCALED    
 SO0642* NAVD 88     -       658.855  (meters)    2161.59   (feet)  ADJUSTED  
 SO0642  ___________________________________________________________________
 SO0642  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0642  DYNAMIC HT  -         658.914 (meters)    2161.79  (feet)  COMP
 SO0642  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 SO0642
 SO0642  VERT ORDER  -  SECOND    CLASS 0
 SO0642
 SO0642.The horizontal coordinates were scaled from a topographic map and have
 SO0642.an estimated accuracy of +/- 6 seconds.
 SO0642
 SO0642.The orthometric height was determined by differential leveling
 SO0642.and adjusted by the National Geodetic Survey in June 1991..
 SO0642
 SO0642.The geoid height was determined by GEOID03.
 SO0642
 SO0642.The dynamic height is computed by dividing the NAVD 88
 SO0642.geopotential number by the normal gravity value computed on the
 SO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0642.degrees latitude (g = 980.6199 gals.).
 SO0642
 SO0642.The modeled gravity was interpolated from observed gravity values.
 SO0642
 SO0642;                    North         East    Units  Estimated Accuracy
 SO0642;SPC ND N     -    97,400.      365,210.      MT  (+/- 180 meters Scaled)
 SO0642
 SO0642                          SUPERSEDED SURVEY CONTROL
 SO0642
 SO0642  NGVD 29 (??/??/92)  658.307  (m)         2159.80   (f) ADJ UNCH    2 0
 SO0642
 SO0642.Superseded values are not recommended for survey control.
 SO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0642.See file dsdata.txt to determine how the superseded data were derived.
 SO0642
 SO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN019986(NAD 83)
 SO0642_MARKER: DB = BENCH MARK DISK
 SO0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0642_STAMPING: K-86 -- 1934
 SO0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0642+STABILITY: SURFACE MOTION
 SO0642
 SO0642  HISTORY     - Date     Condition        Report By
 SO0642  HISTORY     - 1934     MONUMENTED       CGS
 SO0642  HISTORY     - 1941     GOOD             NGS
 SO0642
 SO0642                          STATION DESCRIPTION
 SO0642
 SO0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0642'IN ALEXANDER.
 SO0642'K-86 IS LOCATED AT ALEXANDER.  4 TELEGRAPH POLES EAST OF MILE POST 19.
 SO0642'265 YARDS EAST OF GREAT NORTHERN DEPOT.  193 FEET WEST OF CENTER LINE
 SO0642'OF RAILWAY CROSSING.  55 FEET SOUTH OF SOUTH RAIL OF TRACK.  A
 SO0642'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 SO0642
 SO0642                          STATION RECOVERY (1941)
 SO0642
 SO0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 SO0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0450 ***********************************************************************
 SO0450  DESIGNATION -  K 87
 SO0450  PID         -  SO0450
 SO0450  STATE/COUNTY-  ND/MCKENZIE
 SO0450  USGS QUAD   -  KEENE (1965)
 SO0450
 SO0450                         *CURRENT SURVEY CONTROL
 SO0450  ___________________________________________________________________
 SO0450* NAD 83(1986)-  47 58 37.     (N)    102 55 51.     (W)     SCALED    
 SO0450* NAVD 88     -       727.983  (meters)    2388.39   (feet)  ADJUSTED  
 SO0450  ___________________________________________________________________
 SO0450  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 SO0450  DYNAMIC HT  -         728.059 (meters)    2388.64  (feet)  COMP
 SO0450  MODELED GRAV-     980,691.0   (mgal)                       NAVD 88
 SO0450
 SO0450  VERT ORDER  -  SECOND    CLASS 0
 SO0450
 SO0450.The horizontal coordinates were scaled from a topographic map and have
 SO0450.an estimated accuracy of +/- 6 seconds.
 SO0450
 SO0450.The orthometric height was determined by differential leveling
 SO0450.and adjusted by the National Geodetic Survey in June 1991..
 SO0450
 SO0450.The geoid height was determined by GEOID03.
 SO0450
 SO0450.The dynamic height is computed by dividing the NAVD 88
 SO0450.geopotential number by the normal gravity value computed on the
 SO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0450.degrees latitude (g = 980.6199 gals.).
 SO0450
 SO0450.The modeled gravity was interpolated from observed gravity values.
 SO0450
 SO0450;                    North         East    Units  Estimated Accuracy
 SO0450;SPC ND N     -   111,480.      418,560.      MT  (+/- 180 meters Scaled)
 SO0450
 SO0450                          SUPERSEDED SURVEY CONTROL
 SO0450
 SO0450  NGVD 29 (??/??/92)  727.48   (m)         2386.7    (f) COMPUTED    2 0
 SO0450
 SO0450.Superseded values are not recommended for survey control.
 SO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0450.See file dsdata.txt to determine how the superseded data were derived.
 SO0450
 SO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP544158(NAD 83)
 SO0450_MARKER: DB = BENCH MARK DISK
 SO0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0450_STAMPING: K-87 -- 1934
 SO0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0450+STABILITY: SURFACE MOTION
 SO0450
 SO0450  HISTORY     - Date     Condition        Report By
 SO0450  HISTORY     - 1934     MONUMENTED       CGS
 SO0450  HISTORY     - 1964     MARK NOT FOUND   USGS
 SO0450
 SO0450                          STATION DESCRIPTION
 SO0450
 SO0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0450'18.3 MI W FROM SANISH.
 SO0450'LOCATED 18.3 MILES WEST OF THE WEST END OF THE MISSOURI RIVER BRIDGE
 SO0450'AT SANISH.  48 YARDS SOUTHWEST OF 18 INCH CONCRETE CULVERT.  40 FEET
 SO0450'SOUTH OF CENTER LINE OF STATE HWY. 23.  5.5 FEET NORTHEAST OF CORNER
 SO0450'FENCE POST AT ONE QUARTER SECTION LINE.  A STANDARD TABLET SET IN TOP
 SO0450'OF CONCRETE POST 3 INCHES HIGH.  NOTE-- 0.5 MI E OF Z 397.
 SO0450
 SO0450                          STATION RECOVERY (1964)
 SO0450
 SO0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SO0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0451 ***********************************************************************
 SO0451  DESIGNATION -  K 87 RESET
 SO0451  PID         -  SO0451
 SO0451  STATE/COUNTY-  ND/MCKENZIE
 SO0451  USGS QUAD   -  KEENE (1965)
 SO0451
 SO0451                         *CURRENT SURVEY CONTROL
 SO0451  ___________________________________________________________________
 SO0451* NAD 83(1986)-  47 58 37.     (N)    102 55 51.     (W)     SCALED    
 SO0451* NAVD 88     -       727.25   (+/-2cm)    2386.0    (feet)  VERTCON   
 SO0451  ___________________________________________________________________
 SO0451  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 SO0451
 SO0451  VERT ORDER  -  THIRD (See Below)
 SO0451
 SO0451.The horizontal coordinates were scaled from a topographic map and have
 SO0451.an estimated accuracy of +/- 6 seconds.
 SO0451
 SO0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0451.The vertical order pertains to the NGVD 29 superseded value.
 SO0451
 SO0451.The geoid height was determined by GEOID03.
 SO0451
 SO0451;                    North         East    Units  Estimated Accuracy
 SO0451;SPC ND N     -   111,480.      418,560.      MT  (+/- 180 meters Scaled)
 SO0451
 SO0451                          SUPERSEDED SURVEY CONTROL
 SO0451
 SO0451  NGVD 29 (??/??/??)  726.75   (m)         2384.3    (f) RESET       3  
 SO0451
 SO0451.Superseded values are not recommended for survey control.
 SO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0451.See file dsdata.txt to determine how the superseded data were derived.
 SO0451
 SO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP544158(NAD 83)
 SO0451_MARKER: DB = BENCH MARK DISK
 SO0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0451_STAMPING: K 87 RESET 1958
 SO0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0451+STABILITY: SURFACE MOTION
 SO0451
 SO0451  HISTORY     - Date     Condition        Report By
 SO0451  HISTORY     - 1958     MONUMENTED       CGS
 SO0451
 SO0451                          STATION DESCRIPTION
 SO0451
 SO0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0451'3.5 MI N FROM KEENE.
 SO0451'3.5 MILES NORTH AND 0.5 MILE EAST ALONG STATE HIGHWAY 23 FROM THE POST
 SO0451'OFFICE AT KEENE, MCKENZIE COUNTY, 17.3 MILES WEST OF THE WEST END OF
 SO0451'THE BRIDGE OVER THE MISSOURI RIVER AND GARRISON RESERVOIR, ABOUT 160
 SO0451'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF THE
 SO0451'HALF-SECTION LINE FENCE AND 1 FOOT NORTH OF A WHITE WITNESS POST. A
 SO0451'STANDARD DISK, STAMPED K 87 RESET 1958 AND SET IN THE TOP OF A ROUND
 SO0451'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1033 ***********************************************************************
 SN1033  DESIGNATION -  K 88
 SN1033  PID         -  SN1033
 SN1033  STATE/COUNTY-  ND/WARD
 SN1033  USGS QUAD   -  MAKOTI (1980)
 SN1033
 SN1033                         *CURRENT SURVEY CONTROL
 SN1033  ___________________________________________________________________
 SN1033* NAD 83(1986)-  47 57 32.     (N)    101 48 08.     (W)     SCALED    
 SN1033* NAVD 88     -       634.908  (meters)    2083.03   (feet)  ADJUSTED  
 SN1033  ___________________________________________________________________
 SN1033  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SN1033  DYNAMIC HT  -         634.993 (meters)    2083.31  (feet)  COMP
 SN1033  MODELED GRAV-     980,724.1   (mgal)                       NAVD 88
 SN1033
 SN1033  VERT ORDER  -  SECOND    CLASS 0
 SN1033
 SN1033.The horizontal coordinates were scaled from a topographic map and have
 SN1033.an estimated accuracy of +/- 6 seconds.
 SN1033
 SN1033.The orthometric height was determined by differential leveling
 SN1033.and adjusted by the National Geodetic Survey in June 1991..
 SN1033
 SN1033.The geoid height was determined by GEOID03.
 SN1033
 SN1033.The dynamic height is computed by dividing the NAVD 88
 SN1033.geopotential number by the normal gravity value computed on the
 SN1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1033.degrees latitude (g = 980.6199 gals.).
 SN1033
 SN1033.The modeled gravity was interpolated from observed gravity values.
 SN1033
 SN1033;                    North         East    Units  Estimated Accuracy
 SN1033;SPC ND N     -   107,430.      502,760.      MT  (+/- 180 meters Scaled)
 SN1033
 SN1033                          SUPERSEDED SURVEY CONTROL
 SN1033
 SN1033  NGVD 29 (??/??/92)  634.489  (m)         2081.65   (f) ADJ UNCH    2 0
 SN1033
 SN1033.Superseded values are not recommended for survey control.
 SN1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1033.See file dsdata.txt to determine how the superseded data were derived.
 SN1033
 SN1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU908155(NAD 83)
 SN1033_MARKER: DB = BENCH MARK DISK
 SN1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1033_STAMPING: K 88 1934
 SN1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1033+STABILITY: SURFACE MOTION
 SN1033
 SN1033  HISTORY     - Date     Condition        Report By
 SN1033  HISTORY     - 1934     MONUMENTED       CGS
 SN1033  HISTORY     - 1962     GOOD             NGS
 SN1033
 SN1033                          STATION DESCRIPTION
 SN1033
 SN1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1033'IN MAKOTI.
 SN1033'0.1 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1033'MAKOTI, 3 POLES SOUTHEAST OF THE STATION, 82 FEET SOUTH OF THE
 SN1033'SOUTHWEST FENCE CORNER AROUND A GROUP OF GRAIN BINS, 40 FEET NORTHEAST
 SN1033'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 7 FEET SOUTHEAST OF A
 SN1033'TELEGRAPH POLE, 1.6 FEET NORTHWEST OF A WITNESS POST, A DISK IN THE
 SN1033'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0951 ***********************************************************************
 TG0951  DESIGNATION -  K 89
 TG0951  PID         -  TG0951
 TG0951  STATE/COUNTY-  ND/BURKE
 TG0951  USGS QUAD   -  COLUMBUS (1971)
 TG0951
 TG0951                         *CURRENT SURVEY CONTROL
 TG0951  ___________________________________________________________________
 TG0951* NAD 83(1986)-  48 54 06.     (N)    102 47 10.     (W)     SCALED    
 TG0951* NAVD 88     -       587.301  (meters)    1926.84   (feet)  ADJUSTED  
 TG0951  ___________________________________________________________________
 TG0951  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 TG0951  DYNAMIC HT  -         587.435 (meters)    1927.28  (feet)  COMP
 TG0951  MODELED GRAV-     980,818.5   (mgal)                       NAVD 88
 TG0951
 TG0951  VERT ORDER  -  SECOND    CLASS 0
 TG0951
 TG0951.The horizontal coordinates were scaled from a topographic map and have
 TG0951.an estimated accuracy of +/- 6 seconds.
 TG0951
 TG0951.The orthometric height was determined by differential leveling
 TG0951.and adjusted by the National Geodetic Survey in June 1991..
 TG0951
 TG0951.The geoid height was determined by GEOID03.
 TG0951
 TG0951.The dynamic height is computed by dividing the NAVD 88
 TG0951.geopotential number by the normal gravity value computed on the
 TG0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0951.degrees latitude (g = 980.6199 gals.).
 TG0951
 TG0951.The modeled gravity was interpolated from observed gravity values.
 TG0951
 TG0951;                    North         East    Units  Estimated Accuracy
 TG0951;SPC ND N     -   213,930.      432,410.      MT  (+/- 180 meters Scaled)
 TG0951
 TG0951                          SUPERSEDED SURVEY CONTROL
 TG0951
 TG0951  NGVD 29 (??/??/92)  586.874  (m)         1925.44   (f) ADJ UNCH    2 0
 TG0951
 TG0951.Superseded values are not recommended for survey control.
 TG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0951.See file dsdata.txt to determine how the superseded data were derived.
 TG0951
 TG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ622188(NAD 83)
 TG0951_MARKER: DB = BENCH MARK DISK
 TG0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0951_STAMPING: K 89 1934
 TG0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0951+STABILITY: SURFACE MOTION
 TG0951
 TG0951  HISTORY     - Date     Condition        Report By
 TG0951  HISTORY     - 1934     MONUMENTED       CGS
 TG0951  HISTORY     - 1935     GOOD             NGS
 TG0951
 TG0951                          STATION DESCRIPTION
 TG0951
 TG0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG0951'IN COLUMBUS.
 TG0951'AT COLUMBUS, BURKE COUNTY, 400 YARDS WEST OF THE SOO LINE RAILROAD
 TG0951'STATION, 78 FEET EAST OF THE CENTERLINE OF A ROAD CROSSING THE TRACK,
 TG0951'45.6 FEET NORTH OF THE SWITCH AT THE WEST END OF THE SOUTH SIDETRACK,
 TG0951'45 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.8 FEET SOUTH OF THE
 TG0951'FENCE.  A STANDARD DISK, STAMPED K 89 1934 AND SET IN THE TOP OF A
 TG0951'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0053 ***********************************************************************
 RR0053  DESIGNATION -  K 9
 RR0053  PID         -  RR0053
 RR0053  STATE/COUNTY-  ND/EMMONS
 RR0053  USGS QUAD   -  SENGER LAKE SOUTH (1979)
 RR0053
 RR0053                         *CURRENT SURVEY CONTROL
 RR0053  ___________________________________________________________________
 RR0053* NAD 83(1986)-  46 04 56.     (N)    100 05 03.     (W)     SCALED    
 RR0053* NAVD 88     -       579.731  (meters)    1902.00   (feet)  ADJUSTED  
 RR0053  ___________________________________________________________________
 RR0053  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 RR0053  DYNAMIC HT  -         579.696 (meters)    1901.89  (feet)  COMP
 RR0053  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 RR0053
 RR0053  VERT ORDER  -  FIRST     CLASS II
 RR0053
 RR0053.The horizontal coordinates were scaled from a topographic map and have
 RR0053.an estimated accuracy of +/- 6 seconds.
 RR0053
 RR0053.The orthometric height was determined by differential leveling
 RR0053.and adjusted by the National Geodetic Survey in June 1991..
 RR0053
 RR0053.The geoid height was determined by GEOID03.
 RR0053
 RR0053.The dynamic height is computed by dividing the NAVD 88
 RR0053.geopotential number by the normal gravity value computed on the
 RR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0053.degrees latitude (g = 980.6199 gals.).
 RR0053
 RR0053.The modeled gravity was interpolated from observed gravity values.
 RR0053
 RR0053;                    North         East    Units  Estimated Accuracy
 RR0053;SPC ND S     -    46,280.      632,170.      MT  (+/- 180 meters Scaled)
 RR0053
 RR0053                          SUPERSEDED SURVEY CONTROL
 RR0053
 RR0053  NGVD 29 (??/??/92)  579.315  (m)         1900.64   (f) ADJ UNCH    1 2
 RR0053
 RR0053.Superseded values are not recommended for survey control.
 RR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0053.See file dsdata.txt to determine how the superseded data were derived.
 RR0053
 RR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS161037(NAD 83)
 RR0053_MARKER: DB = BENCH MARK DISK
 RR0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0053_STAMPING: 1900.636 K 9 1927
 RR0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0053+STABILITY: SURFACE MOTION
 RR0053
 RR0053  HISTORY     - Date     Condition        Report By
 RR0053  HISTORY     - 1927     MONUMENTED       CGS
 RR0053  HISTORY     - 1957     GOOD             NGS
 RR0053
 RR0053                          STATION DESCRIPTION
 RR0053
 RR0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0053'6.0 MI NW FROM HAGUE.
 RR0053'6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RR0053'RAILROAD FROM THE STATION AT HAGUE, EMMONS COUNTY, ABOUT 0.3 MILE
 RR0053'SOUTHEAST OF A GROVE OF BOX ELDER TREES AND A ROAD CROSSING, ABOUT 490
 RR0053'FEET SOUTHEAST OF A WHISTLE POST, 40 FEET SOUTHWEST OF THE CENTER LINE
 RR0053'OF THE TRACK, 10 FEET SOUTHEAST OF MILEPOST 60, IN LINE WITH A ROW OF
 RR0053'POLES, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 RR0053'STAMPED 1900.636 K 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0053'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0077 ***********************************************************************
 TG0077  DESIGNATION -  K 9 B 1
 TG0077  PID         -  TG0077
 TG0077  STATE/COUNTY-  ND/MOUNTRAIL
 TG0077  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0077
 TG0077                         *CURRENT SURVEY CONTROL
 TG0077  ___________________________________________________________________
 TG0077* NAD 83(1986)-  48 32 29.     (N)    102 24 52.     (W)     SCALED    
 TG0077* NAVD 88     -       723.032  (meters)    2372.15   (feet)  ADJUSTED  
 TG0077  ___________________________________________________________________
 TG0077  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG0077  DYNAMIC HT  -         723.156 (meters)    2372.55  (feet)  COMP
 TG0077  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TG0077
 TG0077  VERT ORDER  -  SECOND    CLASS 0
 TG0077
 TG0077.The horizontal coordinates were scaled from a topographic map and have
 TG0077.an estimated accuracy of +/- 6 seconds.
 TG0077
 TG0077.The orthometric height was determined by differential leveling
 TG0077.and adjusted by the National Geodetic Survey in June 1991..
 TG0077
 TG0077.The geoid height was determined by GEOID03.
 TG0077
 TG0077.The dynamic height is computed by dividing the NAVD 88
 TG0077.geopotential number by the normal gravity value computed on the
 TG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0077.degrees latitude (g = 980.6199 gals.).
 TG0077
 TG0077.The modeled gravity was interpolated from observed gravity values.
 TG0077
 TG0077;                    North         East    Units  Estimated Accuracy
 TG0077;SPC ND N     -   173,140.      458,650.      MT  (+/- 180 meters Scaled)
 TG0077
 TG0077                          SUPERSEDED SURVEY CONTROL
 TG0077
 TG0077  NGVD 29 (??/??/92)  722.59   (m)         2370.7    (f) COMPUTED    2 0
 TG0077
 TG0077.Superseded values are not recommended for survey control.
 TG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0077.See file dsdata.txt to determine how the superseded data were derived.
 TG0077
 TG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP908797(NAD 83)
 TG0077_MARKER: DD = SURVEY DISK
 TG0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0077_SP_SET: PEDESTAL
 TG0077_STAMPING: B 1
 TG0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0077
 TG0077  HISTORY     - Date     Condition        Report By
 TG0077  HISTORY     - UNK      MONUMENTED       DOD
 TG0077  HISTORY     - 1963     GOOD             NGS
 TG0077
 TG0077                          STATION DESCRIPTION
 TG0077
 TG0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0077'16.0 MI N FROM STANLEY.
 TG0077'ABOUT 15.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0077'STANLEY, THENCE 0.3 MILE WEST ACROSS A PASTURE, ON THE NORTHEAST SLOPE
 TG0077'OF A HIGH RIDGE, ABOUT 182 YARDS WEST OF THE WEST EDGE OF A DRY LAKE
 TG0077'BED WITH A ROW OF TREES ALONG ITS EAST SIDE, A 1 1/2 X 4 FOOT CONCRETE
 TG0077'PEDESTAL WITH TRIBRACH, S 3, R 91 W, T 158 N.  NOTE-- CENTER OF THE
 TG0077'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0078 ***********************************************************************
 TG0078  DESIGNATION -  K 9 B 2
 TG0078  PID         -  TG0078
 TG0078  STATE/COUNTY-  ND/MOUNTRAIL
 TG0078  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0078
 TG0078                         *CURRENT SURVEY CONTROL
 TG0078  ___________________________________________________________________
 TG0078* NAD 83(1986)-  48 32 39.     (N)    102 24 52.     (W)     SCALED    
 TG0078* NAVD 88     -       719.171  (meters)    2359.48   (feet)  ADJUSTED  
 TG0078  ___________________________________________________________________
 TG0078  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 TG0078  DYNAMIC HT  -         719.293 (meters)    2359.88  (feet)  COMP
 TG0078  MODELED GRAV-     980,756.5   (mgal)                       NAVD 88
 TG0078
 TG0078  VERT ORDER  -  SECOND    CLASS 0
 TG0078
 TG0078.The horizontal coordinates were scaled from a topographic map and have
 TG0078.an estimated accuracy of +/- 6 seconds.
 TG0078
 TG0078.The orthometric height was determined by differential leveling
 TG0078.and adjusted by the National Geodetic Survey in June 1991..
 TG0078
 TG0078.The geoid height was determined by GEOID03.
 TG0078
 TG0078.The dynamic height is computed by dividing the NAVD 88
 TG0078.geopotential number by the normal gravity value computed on the
 TG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0078.degrees latitude (g = 980.6199 gals.).
 TG0078
 TG0078.The modeled gravity was interpolated from observed gravity values.
 TG0078
 TG0078;                    North         East    Units  Estimated Accuracy
 TG0078;SPC ND N     -   173,440.      458,660.      MT  (+/- 180 meters Scaled)
 TG0078
 TG0078                          SUPERSEDED SURVEY CONTROL
 TG0078
 TG0078  NGVD 29 (??/??/92)  718.73   (m)         2358.0    (f) COMPUTED    2 0
 TG0078
 TG0078.Superseded values are not recommended for survey control.
 TG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0078.See file dsdata.txt to determine how the superseded data were derived.
 TG0078
 TG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP908800(NAD 83)
 TG0078_MARKER: DD = SURVEY DISK
 TG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0078_SP_SET: PEDESTAL
 TG0078_STAMPING: B 2
 TG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0078
 TG0078  HISTORY     - Date     Condition        Report By
 TG0078  HISTORY     - UNK      MONUMENTED       DOD
 TG0078  HISTORY     - 1963     GOOD             NGS
 TG0078
 TG0078                          STATION DESCRIPTION
 TG0078
 TG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0078'16.2 MI N FROM STANLEY.
 TG0078'ABOUT 15.9 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0078'STANLEY, THENCE 0.3 MILE WEST ACROSS A PASTURE, AT THE NORTHEAST EDGE
 TG0078'OF A LOW KNOLL, ABOUT 0.4 MILE SOUTHWEST OF THE JUNCTION OF STATE
 TG0078'HIGHWAY 50, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH, S 3, R
 TG0078'91 W, T 158 N.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0075 ***********************************************************************
 TG0075  DESIGNATION -  K 9 Z
 TG0075  PID         -  TG0075
 TG0075  STATE/COUNTY-  ND/MOUNTRAIL
 TG0075  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0075
 TG0075                         *CURRENT SURVEY CONTROL
 TG0075  ___________________________________________________________________
 TG0075* NAD 83(1986)-  48 32 29.     (N)    102 24 30.     (W)     SCALED    
 TG0075* NAVD 88     -       721.493  (meters)    2367.10   (feet)  ADJUSTED  
 TG0075  ___________________________________________________________________
 TG0075  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 TG0075  DYNAMIC HT  -         721.616 (meters)    2367.50  (feet)  COMP
 TG0075  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TG0075
 TG0075  VERT ORDER  -  SECOND    CLASS 0
 TG0075
 TG0075.The horizontal coordinates were scaled from a topographic map and have
 TG0075.an estimated accuracy of +/- 6 seconds.
 TG0075
 TG0075.The orthometric height was determined by differential leveling
 TG0075.and adjusted by the National Geodetic Survey in June 1991..
 TG0075
 TG0075.The geoid height was determined by GEOID03.
 TG0075
 TG0075.The dynamic height is computed by dividing the NAVD 88
 TG0075.geopotential number by the normal gravity value computed on the
 TG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0075.degrees latitude (g = 980.6199 gals.).
 TG0075
 TG0075.The modeled gravity was interpolated from observed gravity values.
 TG0075
 TG0075;                    North         East    Units  Estimated Accuracy
 TG0075;SPC ND N     -   173,120.      459,110.      MT  (+/- 180 meters Scaled)
 TG0075
 TG0075                          SUPERSEDED SURVEY CONTROL
 TG0075
 TG0075  NGVD 29 (??/??/92)  721.05   (m)         2365.6    (f) COMPUTED    2 0
 TG0075
 TG0075.Superseded values are not recommended for survey control.
 TG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0075.See file dsdata.txt to determine how the superseded data were derived.
 TG0075
 TG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912797(NAD 83)
 TG0075_MARKER: DR = REFERENCE MARK DISK
 TG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0075_STAMPING: K 9 Z 1962
 TG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0075+STABILITY: SURFACE MOTION
 TG0075
 TG0075  HISTORY     - Date     Condition        Report By
 TG0075  HISTORY     - 1962     MONUMENTED       CGS
 TG0075  HISTORY     - 1963     GOOD             NGS
 TG0075
 TG0075                          STATION DESCRIPTION
 TG0075
 TG0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0075'15.7 MI N FROM STANLEY.
 TG0075'ABOUT 15.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0075'STANLEY, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 50, ON
 TG0075'THE TOP OF A HIGH KNOLL, ABOUT 75 YARDS NORTH OF A DRY LAKE BED, 201.5
 TG0075'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3.9 FEET EAST OF A METAL
 TG0075'WITNESS POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0075'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 3, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0076 ***********************************************************************
 TG0076  DESIGNATION -  K 9 Z RM 1
 TG0076  PID         -  TG0076
 TG0076  STATE/COUNTY-  ND/MOUNTRAIL
 TG0076  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0076
 TG0076                         *CURRENT SURVEY CONTROL
 TG0076  ___________________________________________________________________
 TG0076* NAD 83(1986)-  48 32 29.     (N)    102 24 30.     (W)     SCALED    
 TG0076* NAVD 88     -       721.458  (meters)    2366.98   (feet)  ADJUSTED  
 TG0076  ___________________________________________________________________
 TG0076  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 TG0076  DYNAMIC HT  -         721.581 (meters)    2367.39  (feet)  COMP
 TG0076  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TG0076
 TG0076  VERT ORDER  -  SECOND    CLASS 0
 TG0076
 TG0076.The horizontal coordinates were scaled from a topographic map and have
 TG0076.an estimated accuracy of +/- 6 seconds.
 TG0076
 TG0076.The orthometric height was determined by differential leveling
 TG0076.and adjusted by the National Geodetic Survey in June 1991..
 TG0076
 TG0076.The geoid height was determined by GEOID03.
 TG0076
 TG0076.The dynamic height is computed by dividing the NAVD 88
 TG0076.geopotential number by the normal gravity value computed on the
 TG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0076.degrees latitude (g = 980.6199 gals.).
 TG0076
 TG0076.The modeled gravity was interpolated from observed gravity values.
 TG0076
 TG0076;                    North         East    Units  Estimated Accuracy
 TG0076;SPC ND N     -   173,120.      459,110.      MT  (+/- 180 meters Scaled)
 TG0076
 TG0076                          SUPERSEDED SURVEY CONTROL
 TG0076
 TG0076  NGVD 29 (??/??/92)  721.02   (m)         2365.5    (f) COMPUTED    2 0
 TG0076
 TG0076.Superseded values are not recommended for survey control.
 TG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0076.See file dsdata.txt to determine how the superseded data were derived.
 TG0076
 TG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912797(NAD 83)
 TG0076_MARKER: DR = REFERENCE MARK DISK
 TG0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0076_STAMPING: K 9 Z NO 1 1962
 TG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0076+STABILITY: SURFACE MOTION
 TG0076
 TG0076  HISTORY     - Date     Condition        Report By
 TG0076  HISTORY     - 1962     MONUMENTED       CGS
 TG0076  HISTORY     - 1963     GOOD             NGS
 TG0076
 TG0076                          STATION DESCRIPTION
 TG0076
 TG0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0076'15.7 MI N FROM STANLEY.
 TG0076'ABOUT 15.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0076'STANLEY, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 50, ON
 TG0076'THE TOP OF A HIGH KNOLL, ABOUT 75 YARDS NORTH OF THE NORTH EDGE OF A
 TG0076'DRY LAKE BED, 233.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32.6
 TG0076'FEET SOUTHWEST OF THE STATION MARK, 29.3 FEET SOUTHWEST OF A METAL
 TG0076'WITNESS POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0076'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, S 3, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0074 ***********************************************************************
 TG0074  DESIGNATION -  K 9 Z RM 2
 TG0074  PID         -  TG0074
 TG0074  STATE/COUNTY-  ND/MOUNTRAIL
 TG0074  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0074
 TG0074                         *CURRENT SURVEY CONTROL
 TG0074  ___________________________________________________________________
 TG0074* NAD 83(1986)-  48 32 29.     (N)    102 24 30.     (W)     SCALED    
 TG0074* NAVD 88     -       721.013  (meters)    2365.52   (feet)  ADJUSTED  
 TG0074  ___________________________________________________________________
 TG0074  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 TG0074  DYNAMIC HT  -         721.135 (meters)    2365.92  (feet)  COMP
 TG0074  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TG0074
 TG0074  VERT ORDER  -  SECOND    CLASS 0
 TG0074
 TG0074.The horizontal coordinates were scaled from a topographic map and have
 TG0074.an estimated accuracy of +/- 6 seconds.
 TG0074
 TG0074.The orthometric height was determined by differential leveling
 TG0074.and adjusted by the National Geodetic Survey in June 1991..
 TG0074
 TG0074.The geoid height was determined by GEOID03.
 TG0074
 TG0074.The dynamic height is computed by dividing the NAVD 88
 TG0074.geopotential number by the normal gravity value computed on the
 TG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0074.degrees latitude (g = 980.6199 gals.).
 TG0074
 TG0074.The modeled gravity was interpolated from observed gravity values.
 TG0074
 TG0074;                    North         East    Units  Estimated Accuracy
 TG0074;SPC ND N     -   173,120.      459,110.      MT  (+/- 180 meters Scaled)
 TG0074
 TG0074                          SUPERSEDED SURVEY CONTROL
 TG0074
 TG0074  NGVD 29 (??/??/92)  720.57   (m)         2364.1    (f) COMPUTED    2 0
 TG0074
 TG0074.Superseded values are not recommended for survey control.
 TG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0074.See file dsdata.txt to determine how the superseded data were derived.
 TG0074
 TG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912797(NAD 83)
 TG0074_MARKER: DR = REFERENCE MARK DISK
 TG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0074_STAMPING: K 9 Z NO 2 1962
 TG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0074+STABILITY: SURFACE MOTION
 TG0074
 TG0074  HISTORY     - Date     Condition        Report By
 TG0074  HISTORY     - 1962     MONUMENTED       CGS
 TG0074  HISTORY     - 1963     GOOD             NGS
 TG0074
 TG0074                          STATION DESCRIPTION
 TG0074
 TG0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0074'15.7 MI N FROM STANLEY.
 TG0074'ABOUT 15.7 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0074'STANLEY, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 50, ON
 TG0074'THE TOP OF A HIGH KNOLL, 206.0 FEET WEST OF THE CENTERLINE OF THE
 TG0074'HIGHWAY, 38.4 FEET NORTHWEST OF THE STATION MARK, 37.1 FEET NORTH OF A
 TG0074'METAL WITNESS POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 TG0074'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 3, R 91 W, T
 TG0074'158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1462 ***********************************************************************
 TG1462  DESIGNATION -  K 90
 TG1462  PID         -  TG1462
 TG1462  STATE/COUNTY-  ND/DIVIDE
 TG1462  USGS QUAD   -  COLGAN WEST (1983)
 TG1462
 TG1462                         *CURRENT SURVEY CONTROL
 TG1462  ___________________________________________________________________
 TG1462* NAD 83(1986)-  48 56 39.     (N)    103 39 51.     (W)     SCALED    
 TG1462* NAVD 88     -       658.091  (meters)    2159.09   (feet)  ADJUSTED  
 TG1462  ___________________________________________________________________
 TG1462  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG1462  DYNAMIC HT  -         658.220 (meters)    2159.51  (feet)  COMP
 TG1462  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TG1462
 TG1462  VERT ORDER  -  SECOND    CLASS 0
 TG1462
 TG1462.The horizontal coordinates were scaled from a topographic map and have
 TG1462.an estimated accuracy of +/- 6 seconds.
 TG1462
 TG1462.The orthometric height was determined by differential leveling
 TG1462.and adjusted by the National Geodetic Survey in June 1991..
 TG1462
 TG1462.The geoid height was determined by GEOID03.
 TG1462
 TG1462.The dynamic height is computed by dividing the NAVD 88
 TG1462.geopotential number by the normal gravity value computed on the
 TG1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1462.degrees latitude (g = 980.6199 gals.).
 TG1462
 TG1462.The modeled gravity was interpolated from observed gravity values.
 TG1462
 TG1462;                    North         East    Units  Estimated Accuracy
 TG1462;SPC ND N     -   220,930.      368,270.      MT  (+/- 180 meters Scaled)
 TG1462
 TG1462                          SUPERSEDED SURVEY CONTROL
 TG1462
 TG1462  NGVD 29 (??/??/92)  657.583  (m)         2157.42   (f) ADJ UNCH    2 0
 TG1462
 TG1462.Superseded values are not recommended for survey control.
 TG1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1462.See file dsdata.txt to determine how the superseded data were derived.
 TG1462
 TG1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ978221(NAD 83)
 TG1462_MARKER: DB = BENCH MARK DISK
 TG1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1462_STAMPING: K 90 1934
 TG1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1462+STABILITY: SURFACE MOTION
 TG1462
 TG1462  HISTORY     - Date     Condition        Report By
 TG1462  HISTORY     - 1934     MONUMENTED       CGS
 TG1462
 TG1462                          STATION DESCRIPTION
 TG1462
 TG1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1462'1.8 MI W FROM COLGAN.
 TG1462'1.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TG1462'RAILROAD FROM THE STATION AT COLGAN, DIVIDE COUNTY, ABOUT 132 YARDS
 TG1462'SOUTHWEST OF THE CENTER OF THE CROSSING OF A SECTION-LINE ROAD, ABOUT
 TG1462'123 YARDS WEST OF A RIGHT-OF-WAY FENCE CORNER, 95 FEET SOUTHWEST OF
 TG1462'THE SOUTH END OF A 24-INCH PIPE CULVERT, 94.7 FEET SOUTH OF THE SOUTH
 TG1462'RAIL, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 TG1462'STAMPED K 90 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG1462'ABOUT 6 INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TG1462'SAULTE STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1070 ***********************************************************************
 TG1070  DESIGNATION -  K 91
 TG1070  PID         -  TG1070
 TG1070  STATE/COUNTY-  ND/WILLIAMS
 TG1070  USGS QUAD   -  CORINTH (1978)
 TG1070
 TG1070                         *CURRENT SURVEY CONTROL
 TG1070  ___________________________________________________________________
 TG1070* NAD 83(1986)-  48 35 23.     (N)    103 20 31.     (W)     SCALED    
 TG1070* NAVD 88     -       682.968  (meters)    2240.70   (feet)  ADJUSTED  
 TG1070  ___________________________________________________________________
 TG1070  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG1070  DYNAMIC HT  -         683.080 (meters)    2241.07  (feet)  COMP
 TG1070  MODELED GRAV-     980,752.3   (mgal)                       NAVD 88
 TG1070
 TG1070  VERT ORDER  -  SECOND    CLASS 0
 TG1070
 TG1070.The horizontal coordinates were scaled from a topographic map and have
 TG1070.an estimated accuracy of +/- 6 seconds.
 TG1070
 TG1070.The orthometric height was determined by differential leveling
 TG1070.and adjusted by the National Geodetic Survey in June 1991..
 TG1070
 TG1070.The geoid height was determined by GEOID03.
 TG1070
 TG1070.The dynamic height is computed by dividing the NAVD 88
 TG1070.geopotential number by the normal gravity value computed on the
 TG1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1070.degrees latitude (g = 980.6199 gals.).
 TG1070
 TG1070.The modeled gravity was interpolated from observed gravity values.
 TG1070
 TG1070;                    North         East    Units  Estimated Accuracy
 TG1070;SPC ND N     -   180,620.      390,400.      MT  (+/- 180 meters Scaled)
 TG1070
 TG1070                          SUPERSEDED SURVEY CONTROL
 TG1070
 TG1070  NGVD 29 (??/??/92)  682.491  (m)         2239.14   (f) ADJ UNCH    2 0
 TG1070
 TG1070.Superseded values are not recommended for survey control.
 TG1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1070.See file dsdata.txt to determine how the superseded data were derived.
 TG1070
 TG1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP222831(NAD 83)
 TG1070_MARKER: DB = BENCH MARK DISK
 TG1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1070_STAMPING: K-91--1934
 TG1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1070+STABILITY: SURFACE MOTION
 TG1070
 TG1070  HISTORY     - Date     Condition        Report By
 TG1070  HISTORY     - 1934     MONUMENTED       CGS
 TG1070
 TG1070                          STATION DESCRIPTION
 TG1070
 TG1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1070'22.1 MI N FROM EPPING.
 TG1070'22.1 MILES NORTH OF, ALONG STATE HIGHWAY 42.  22.1 MILES NORTH OF
 TG1070'GREAT NORTHERN RAILWAY DEPOT AT EPPING.  2.2 MILES SOUTHWEST OF THE
 TG1070'GREAT NORTHERN RAILWAY STATION AT CORINTH.  62 FEET NORTHWEST OF
 TG1070'INTERSECTION OF STATE HWY. 42 AND SECTION CROSS ROAD.  33 FEET WEST OF
 TG1070'CENTER LINE OF STATE HWY. 42.  28 FEET NORTH OF CENTER LINE OF SECTION
 TG1070'ROAD.  15 FEET NORTH OF CORNER FENCE POST.  3.5 FEET EAST OF FENCE. A
 TG1070'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0427 ***********************************************************************
 SO0427  DESIGNATION -  K 92
 SO0427  PID         -  SO0427
 SO0427  STATE/COUNTY-  ND/DUNN
 SO0427  USGS QUAD   -  LOST BRIDGE (1970)
 SO0427
 SO0427                         *CURRENT SURVEY CONTROL
 SO0427  ___________________________________________________________________
 SO0427* NAD 83(1986)-  47 34 11.     (N)    102 46 14.     (W)     SCALED    
 SO0427* NAVD 88     -       684.774  (meters)    2246.63   (feet)  ADJUSTED  
 SO0427  ___________________________________________________________________
 SO0427  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SO0427  DYNAMIC HT  -         684.827 (meters)    2246.80  (feet)  COMP
 SO0427  MODELED GRAV-     980,667.9   (mgal)                       NAVD 88
 SO0427
 SO0427  VERT ORDER  -  SECOND    CLASS 0
 SO0427
 SO0427.The horizontal coordinates were scaled from a topographic map and have
 SO0427.an estimated accuracy of +/- 6 seconds.
 SO0427
 SO0427.The orthometric height was determined by differential leveling
 SO0427.and adjusted by the National Geodetic Survey in June 1991..
 SO0427
 SO0427.The geoid height was determined by GEOID03.
 SO0427
 SO0427.The dynamic height is computed by dividing the NAVD 88
 SO0427.geopotential number by the normal gravity value computed on the
 SO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0427.degrees latitude (g = 980.6199 gals.).
 SO0427
 SO0427.The modeled gravity was interpolated from observed gravity values.
 SO0427
 SO0427;                    North         East    Units  Estimated Accuracy
 SO0427;SPC ND S     -   214,020.      429,180.      MT  (+/- 180 meters Scaled)
 SO0427
 SO0427                          SUPERSEDED SURVEY CONTROL
 SO0427
 SO0427  NGVD 29 (??/??/92)  684.283  (m)         2245.02   (f) ADJ UNCH    2 0
 SO0427
 SO0427.Superseded values are not recommended for survey control.
 SO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0427.See file dsdata.txt to determine how the superseded data were derived.
 SO0427
 SO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN676708(NAD 83)
 SO0427_MARKER: DB = BENCH MARK DISK
 SO0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0427_STAMPING: K-92 1934
 SO0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0427+STABILITY: SURFACE MOTION
 SO0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0427+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 SO0427
 SO0427  HISTORY     - Date     Condition        Report By
 SO0427  HISTORY     - 1934     MONUMENTED       CGS
 SO0427  HISTORY     - 1940     GOOD             NGS
 SO0427  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0427  HISTORY     - 20020507 GOOD             NDDT
 SO0427
 SO0427                          STATION DESCRIPTION
 SO0427
 SO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0427'21.9 MI N FROM KILLDEER.
 SO0427'ABOUT 21.9 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN
 SO0427'PACIFIC RAILWAY STATION AT KILLDEER, ABOUT 2.2 MILES SOUTH OF THE
 SO0427'LITTLE MISSOURI RIVER BRIDGE, 73 FEET WEST OF THE BASE OF A POINTED
 SO0427'BUTTE CAPPED WITH A ROCK STRUCTURE, 59 FEET NORTH-EAST OF THE CENTER
 SO0427'LINE OF THE HIGHWAY AND 1 FOOT EAST OF A WHITE WOODEN POST STENCILED
 SO0427'U.S.B.M.  A STANDARD DISK, STAMPED K-92 1934 AND SET IN THE TOP OF A
 SO0427'CONCRETE POST 0.6 FOOT HIGH.
 SO0427
 SO0427                          STATION RECOVERY (1969)
 SO0427
 SO0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0427'MARK NOT FOUND.
 SO0427
 SO0427                          STATION RECOVERY (2002)
 SO0427
 SO0427'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 SO0427'POINT IS SITUATED WEST OF PRESENT HWY 22 AT REFERENCE MARKER 124.789.
 SO0427'NORTH SIDE OF A SMALL RAVINE IN A GRASSY AREA 73 FEET WEST OF THE BASE
 SO0427'OF A BUTTE CAPPED WITH A ROCK STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0620 ***********************************************************************
 SO0620  DESIGNATION -  K 93 RESET
 SO0620  PID         -  SO0620
 SO0620  STATE/COUNTY-  ND/MCKENZIE
 SO0620  USGS QUAD   -  ALEXANDER (1972)
 SO0620
 SO0620                         *CURRENT SURVEY CONTROL
 SO0620  ___________________________________________________________________
 SO0620* NAD 83(1986)-  47 46 32.     (N)    103 38 54.     (W)     SCALED    
 SO0620* NAVD 88     -       672.71   (+/-2cm)    2207.0    (feet)  VERTCON   
 SO0620  ___________________________________________________________________
 SO0620  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SO0620
 SO0620  VERT ORDER  -  THIRD (See Below)
 SO0620
 SO0620.The horizontal coordinates were scaled from a topographic map and have
 SO0620.an estimated accuracy of +/- 6 seconds.
 SO0620
 SO0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0620.The vertical order pertains to the NGVD 29 superseded value.
 SO0620
 SO0620.The geoid height was determined by GEOID03.
 SO0620
 SO0620;                    North         East    Units  Estimated Accuracy
 SO0620;SPC ND N     -    91,050.      364,120.      MT  (+/- 180 meters Scaled)
 SO0620
 SO0620                          SUPERSEDED SURVEY CONTROL
 SO0620
 SO0620  NGVD 29 (11/04/04)  672.16   (m)         2205.2    (f) RESET       3  
 SO0620
 SO0620.Superseded values are not recommended for survey control.
 SO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0620.See file dsdata.txt to determine how the superseded data were derived.
 SO0620
 SO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN012922(NAD 83)
 SO0620_MARKER: DB = BENCH MARK DISK
 SO0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0620_STAMPING: K 93 RESET 1969
 SO0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0620+STABILITY: SURFACE MOTION
 SO0620
 SO0620  HISTORY     - Date     Condition        Report By
 SO0620  HISTORY     - 1969     MONUMENTED       NDHD
 SO0620  HISTORY     - 1970     GOOD             NDHD
 SO0620
 SO0620                          STATION DESCRIPTION
 SO0620
 SO0620'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1970
 SO0620'4.2 MI S FROM ALEXANDER.
 SO0620'4.2 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE GREAT NORTHERN RAILWAY
 SO0620'STATION AT ALEXANDER, 2.1 MILES SOUTH OF THE JUNCTION OF U. S. HIGHWAY
 SO0620'85, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET SOUTH OF
 SO0620'THE CENTER LINE OF A FARM ROAD LEADING WEST AND SET IN THE TOP OF A
 SO0620'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0311 ***********************************************************************
 SO0311  DESIGNATION -  K 95
 SO0311  PID         -  SO0311
 SO0311  STATE/COUNTY-  ND/DUNN
 SO0311  USGS QUAD   -  MARSHALL (1973)
 SO0311
 SO0311                         *CURRENT SURVEY CONTROL
 SO0311  ___________________________________________________________________
 SO0311* NAD 83(1986)-  47 07 33.     (N)    102 20 06.     (W)     SCALED    
 SO0311* NAVD 88     -       630.720  (meters)    2069.29   (feet)  ADJUSTED  
 SO0311  ___________________________________________________________________
 SO0311  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0311  DYNAMIC HT  -         630.748 (meters)    2069.38  (feet)  COMP
 SO0311  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 SO0311
 SO0311  VERT ORDER  -  SECOND    CLASS 0
 SO0311
 SO0311.The horizontal coordinates were scaled from a topographic map and have
 SO0311.an estimated accuracy of +/- 6 seconds.
 SO0311
 SO0311.The orthometric height was determined by differential leveling
 SO0311.and adjusted by the National Geodetic Survey in June 1991..
 SO0311
 SO0311.The geoid height was determined by GEOID03.
 SO0311
 SO0311.The dynamic height is computed by dividing the NAVD 88
 SO0311.geopotential number by the normal gravity value computed on the
 SO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0311.degrees latitude (g = 980.6199 gals.).
 SO0311
 SO0311.The modeled gravity was interpolated from observed gravity values.
 SO0311
 SO0311;                    North         East    Units  Estimated Accuracy
 SO0311;SPC ND S     -   163,820.      460,790.      MT  (+/- 180 meters Scaled)
 SO0311
 SO0311                          SUPERSEDED SURVEY CONTROL
 SO0311
 SO0311  NGVD 29 (??/??/92)  630.241  (m)         2067.72   (f) ADJ UNCH    2 0
 SO0311
 SO0311.Superseded values are not recommended for survey control.
 SO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0311.See file dsdata.txt to determine how the superseded data were derived.
 SO0311
 SO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN021225(NAD 83)
 SO0311_MARKER: DB = BENCH MARK DISK
 SO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0311_STAMPING: K 95 1934
 SO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0311+STABILITY: SURFACE MOTION
 SO0311
 SO0311  HISTORY     - Date     Condition        Report By
 SO0311  HISTORY     - 1934     MONUMENTED       CGS
 SO0311  HISTORY     - 1961     GOOD             NGS
 SO0311
 SO0311                          STATION DESCRIPTION
 SO0311
 SO0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0311'0.8 MI S FROM MARSHALL.
 SO0311'0.8 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0311'MARSHALL, DUNN COUNTY, AT A ROAD INTERSECTION, 76 FEET SOUTH OF THE
 SO0311'CENTERLINE OF THE GRADED COUNTY ROAD, AND 50 FEET WEST OF THE
 SO0311'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SO0311'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0312 ***********************************************************************
 SO0312  DESIGNATION -  K 95 RESET
 SO0312  PID         -  SO0312
 SO0312  STATE/COUNTY-  ND/DUNN
 SO0312  USGS QUAD   -  MARSHALL (1973)
 SO0312
 SO0312                         *CURRENT SURVEY CONTROL
 SO0312  ___________________________________________________________________
 SO0312* NAD 83(1986)-  47 07 33.     (N)    102 20 06.     (W)     SCALED    
 SO0312* NAVD 88     -       630.84   (+/-2cm)    2069.7    (feet)  VERTCON   
 SO0312  ___________________________________________________________________
 SO0312  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 SO0312
 SO0312  VERT ORDER  -  THIRD (See Below)
 SO0312
 SO0312.The horizontal coordinates were scaled from a topographic map and have
 SO0312.an estimated accuracy of +/- 6 seconds.
 SO0312
 SO0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0312.The vertical order pertains to the NGVD 29 superseded value.
 SO0312
 SO0312.The geoid height was determined by GEOID03.
 SO0312
 SO0312;                    North         East    Units  Estimated Accuracy
 SO0312;SPC ND S     -   163,820.      460,790.      MT  (+/- 180 meters Scaled)
 SO0312
 SO0312                          SUPERSEDED SURVEY CONTROL
 SO0312
 SO0312  NGVD 29 (??/??/??)  630.36   (m)         2068.1    (f) RESET       3  
 SO0312
 SO0312.Superseded values are not recommended for survey control.
 SO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0312.See file dsdata.txt to determine how the superseded data were derived.
 SO0312
 SO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN021225(NAD 83)
 SO0312_MARKER: DB = BENCH MARK DISK
 SO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0312_STAMPING: K 95 RESET 1964
 SO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0312+STABILITY: SURFACE MOTION
 SO0312
 SO0312  HISTORY     - Date     Condition        Report By
 SO0312  HISTORY     - 1964     MONUMENTED       CGS
 SO0312
 SO0312                          STATION DESCRIPTION
 SO0312
 SO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0312'0.8 MI S FROM MARSHALL.
 SO0312'0.8 MILE SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0312'MARSHALL, DUNN COUNTY, IN THE SOUTHEAST ANGLE OF CROSSROADS, 103 FEET
 SO0312'EAST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET SOUTH OF THE CENTERLINE
 SO0312'OF THE EAST-WEST ROAD, 2 FEET NORTHEAST OF A POWERLINE POLE AND 1 1/2
 SO0312'FEET WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 SO0312'POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0244 ***********************************************************************
 RS0244  DESIGNATION -  K 98
 RS0244  PID         -  RS0244
 RS0244  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0244  USGS QUAD   -  DRY BULLION CREEK (1979)
 RS0244
 RS0244                         *CURRENT SURVEY CONTROL
 RS0244  ___________________________________________________________________
 RS0244* NAD 83(1986)-  46 41 18.     (N)    103 38 19.     (W)     SCALED    
 RS0244* NAVD 88     -       747.004  (meters)    2450.80   (feet)  ADJUSTED  
 RS0244  ___________________________________________________________________
 RS0244  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RS0244  DYNAMIC HT  -         746.985 (meters)    2450.73  (feet)  COMP
 RS0244  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 RS0244
 RS0244  VERT ORDER  -  SECOND    CLASS 0
 RS0244
 RS0244.The horizontal coordinates were scaled from a topographic map and have
 RS0244.an estimated accuracy of +/- 6 seconds.
 RS0244
 RS0244.The orthometric height was determined by differential leveling
 RS0244.and adjusted by the National Geodetic Survey in June 1991..
 RS0244
 RS0244.The geoid height was determined by GEOID03.
 RS0244
 RS0244.The dynamic height is computed by dividing the NAVD 88
 RS0244.geopotential number by the normal gravity value computed on the
 RS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0244.degrees latitude (g = 980.6199 gals.).
 RS0244
 RS0244.The modeled gravity was interpolated from observed gravity values.
 RS0244
 RS0244;                    North         East    Units  Estimated Accuracy
 RS0244;SPC ND S     -   118,360.      359,980.      MT  (+/- 180 meters Scaled)
 RS0244
 RS0244                          SUPERSEDED SURVEY CONTROL
 RS0244
 RS0244  NGVD 29 (??/??/92)  746.482  (m)         2449.08   (f) ADJ UNCH    2 0
 RS0244
 RS0244.Superseded values are not recommended for survey control.
 RS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0244.See file dsdata.txt to determine how the superseded data were derived.
 RS0244
 RS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM041714(NAD 83)
 RS0244_MARKER: DB = BENCH MARK DISK
 RS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0244_STAMPING: K 98 1934
 RS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0244+STABILITY: SURFACE MOTION
 RS0244
 RS0244  HISTORY     - Date     Condition        Report By
 RS0244  HISTORY     - 1934     MONUMENTED       CGS
 RS0244  HISTORY     - 1974     GOOD             USGS
 RS0244
 RS0244                          STATION DESCRIPTION
 RS0244
 RS0244'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0244'17.0 MI SW FROM MEDORA.
 RS0244'ABOUT 21.9 MI S ALONG RIVER TO MARMARTH FROM MEDORA ABOUT 14 MI
 RS0244'(AIRLINE) S UP THE LITTLE MISSOURI RIVER FROM MEDORA THENCE ABOUT 3 MI
 RS0244'ALONG TRACK RDS AROUND W SIDE OF BUILLION BUTTE, ABOUT 650 FT NE OF
 RS0244'THE S 1/4 COR OF SEC T 137 N, R 103 W.  490 FT NW OF AN E-W SECTION
 RS0244'LINE FENCE AT THE S END OF A CORRAL AND 212 FT SW OF A FLOWING WELL AT
 RS0244'THE N END OF A CORRAL, 112 FT W OF A TRACK RD.  A STD DISK STAMPED K
 RS0244'98 1934 SET IN THE TOP OF A CONC POST PROJECTING 3 INCHES ABOVE GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0035 ***********************************************************************
 RS0035  DESIGNATION -  K 99
 RS0035  PID         -  RS0035
 RS0035  STATE/COUNTY-  ND/HETTINGER
 RS0035  USGS QUAD   -  MOTT NW (1966)
 RS0035
 RS0035                         *CURRENT SURVEY CONTROL
 RS0035  ___________________________________________________________________
 RS0035* NAD 83(1986)-  46 22 54.     (N)    102 26 08.     (W)     SCALED    
 RS0035* NAVD 88     -       737.511  (meters)    2419.65   (feet)  ADJUSTED  
 RS0035  ___________________________________________________________________
 RS0035  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 RS0035  DYNAMIC HT  -         737.465 (meters)    2419.50  (feet)  COMP
 RS0035  MODELED GRAV-     980,527.2   (mgal)                       NAVD 88
 RS0035
 RS0035  VERT ORDER  -  SECOND    CLASS 0
 RS0035
 RS0035.The horizontal coordinates were scaled from a topographic map and have
 RS0035.an estimated accuracy of +/- 6 seconds.
 RS0035
 RS0035.The orthometric height was determined by differential leveling
 RS0035.and adjusted by the National Geodetic Survey in June 1991..
 RS0035
 RS0035.The geoid height was determined by GEOID03.
 RS0035
 RS0035.The dynamic height is computed by dividing the NAVD 88
 RS0035.geopotential number by the normal gravity value computed on the
 RS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0035.degrees latitude (g = 980.6199 gals.).
 RS0035
 RS0035.The modeled gravity was interpolated from observed gravity values.
 RS0035
 RS0035;                    North         East    Units  Estimated Accuracy
 RS0035;SPC ND S     -    81,310.      451,120.      MT  (+/- 180 meters Scaled)
 RS0035
 RS0035                          SUPERSEDED SURVEY CONTROL
 RS0035
 RS0035  NGVD 29 (??/??/92)  736.992  (m)         2417.95   (f) ADJ UNCH    2 0
 RS0035
 RS0035.Superseded values are not recommended for survey control.
 RS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0035.See file dsdata.txt to determine how the superseded data were derived.
 RS0035
 RS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM971396(NAD 83)
 RS0035_MARKER: DB = BENCH MARK DISK
 RS0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0035_STAMPING: K-99 1934
 RS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0035+STABILITY: SURFACE MOTION
 RS0035
 RS0035  HISTORY     - Date     Condition        Report By
 RS0035  HISTORY     - 1934     MONUMENTED       CGS
 RS0035  HISTORY     - 1938     GOOD             NGS
 RS0035  HISTORY     - 1941     GOOD             NGS
 RS0035
 RS0035                          STATION DESCRIPTION
 RS0035
 RS0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RS0035'5.3 MI W FROM MOTT.
 RS0035'ALONG THE MILWAUKEE RAILROAD, 5.3 MILES WEST OF THE STATION AT MOTT,
 RS0035'AT THE POINT OF CURVATURE OF A LONG CURVE IN THE TRACKS, 412 FEET
 RS0035'NORTHWEST OF THE NORTHWEST END OF A LONG FILL, 48.6 FEET SOUTHWEST OF
 RS0035'THE CENTER OF THE TRACK, 1.5 FEET NORTHEAST OF THE RIGHT OF WAY FENCE.
 RS0035'A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
 RS0035
 RS0035                          STATION RECOVERY (1941)
 RS0035
 RS0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RS0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1627 ***********************************************************************
 SN1627  DESIGNATION -  KABANUK
 SN1627  PID         -  SN1627
 SN1627  STATE/COUNTY-  ND/WARD
 SN1627  USGS QUAD   -  BENEDICT NW (1981)
 SN1627
 SN1627                         *CURRENT SURVEY CONTROL
 SN1627  ___________________________________________________________________
 SN1627* NAD 83(1996)-  47 57 04.82042(N)    101 14 11.08824(W)     ADJUSTED  
 SN1627* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 SN1627  ___________________________________________________________________
 SN1627  LAPLACE CORR-          -8.64  (seconds)                    DEFLEC99
 SN1627  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SN1627
 SN1627  HORZ ORDER  -  FIRST
 SN1627
 SN1627.The horizontal coordinates were established by classical geodetic methods
 SN1627.and adjusted by the National Geodetic Survey in January 1998..
 SN1627
 SN1627.The orthometric height was scaled from a topographic map.
 SN1627
 SN1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1627
 SN1627.The geoid height was determined by GEOID03.
 SN1627
 SN1627;                    North         East     Units Scale Factor Converg.
 SN1627;SPC ND N     -   106,033.354   544,997.449   MT  0.99993854   -0 32 52.8
 SN1627;SPC ND N     -   347,878.46  1,788,049.37   iFT  0.99993854   -0 32 52.8
 SN1627;UTM  14      - 5,313,312.292   333,021.107   MT  0.99994262   -1 39 39.9
 SN1627
 SN1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1627!SPC ND N     -   0.99989559  x   0.99993854  =   0.99983414
 SN1627!UTM  14      -   0.99989559  x   0.99994262  =   0.99983822
 SN1627
 SN1627:                Primary Azimuth Mark                     Grid Az
 SN1627:SPC ND N     -  NW BELL TELEPHONE MICROWAVE              105 46 42.1
 SN1627:UTM  14      -  NW BELL TELEPHONE MICROWAVE              106 53 29.2
 SN1627
 SN1627|---------------------------------------------------------------------|
 SN1627| PID    Reference Object                     Distance      Geod. Az  |
 SN1627|                                                           dddmmss.s |
 SN1627| SN1619 NW BELL TELEPHONE MICROWAVE         APPROX.12.3 KM 1051349.3 |
 SN1627| CQ7937 KABANUK AZ MK                                      1165421.8 |
 SN1627| SN1646 TV STATION KMOT 7 MI N OF MAX       APPROX. 5.3 KM 2343335.6 |
 SN1627| CQ7938 KABANUK RM 1                        252.340 METERS 24048     |
 SN1627| CQ7939 KABANUK RM 2                        221.010 METERS 27348     |
 SN1627| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX.13.5 KM 3241202.3 |
 SN1627|---------------------------------------------------------------------|
 SN1627
 SN1627                          SUPERSEDED SURVEY CONTROL
 SN1627
 SN1627  NAD 83(1986)-  47 57 04.82083(N)    101 14 11.08516(W) AD(       ) 1
 SN1627  NAD 27      -  47 57 04.79520(N)    101 14 09.50970(W) AD(       ) 1
 SN1627
 SN1627.Superseded values are not recommended for survey control.
 SN1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1627.See file dsdata.txt to determine how the superseded data were derived.
 SN1627
 SN1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU3302113312(NAD 83)
 SN1627_MARKER: DS = TRIANGULATION STATION DISK
 SN1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1627
 SN1627  HISTORY     - Date     Condition        Report By
 SN1627  HISTORY     - 1934     MONUMENTED       CGS
 SN1627  HISTORY     - 1962     GOOD             CGS
 SN1627
 SN1627                          STATION DESCRIPTION
 SN1627
 SN1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1627'STATION IS ABOUT 20 MILES S OF MINOT, ON THE TOP OF A ROUND HILL
 SN1627'IN A CULTIVATED FIELD.  THE STATION IS 2-1/2 MILES E OF U.S.
 SN1627'HIGHWAY 83 AND IS ON THE HIGHEST HILL IN THE VICINITY.  THERE
 SN1627'IS A DRY LAKE BED AT THE FOOT OF THE HILL TO THE SW.  THE
 SN1627'STATION MARK PROJECTS 18 INCHES ABOVE THE GROUND.
 SN1627'
 SN1627'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1627'BRONZE DISKS SET IN CONCRETE.
 SN1627'
 SN1627'REFERENCE MARK NO. 1 IS W OF THE STATION AND IS UNDER A FENCE
 SN1627'LINE.  REFERENCE MARK NO. 2 IS WSW OF THE STATION AND IS UNDER
 SN1627'A FENCE LINE.
 SN1627'
 SN1627'THE AZIMUTH MARK IS ABOUT 1/2 MILE SE AND IS 1 FOOT NE OF A
 SN1627'FENCE CORNER.
 SN1627'
 SN1627'THE STATION IS REACHED FROM MINOT, BY GOING S ON U.S. HIGHWAY
 SN1627'83, 18 MILES TO AN UNGRADED ROAD LEADING E FROM THE SECTION
 SN1627'CORNER.  TAKE THIS ROAD E 2 MILES TO THE SECTION CORNER.  TURN
 SN1627'N ABOUT 1/4 MILE TO SOME FARM BUILDINGS ON THE E SIDE OF THE
 SN1627'ROAD.  PASS THROUGH THE FARMYARD AND FOLLOW AN OLD ROAD EASTERLY
 SN1627'ABOUT 1/2 MILE TO THE BASE OF A HILL IN CULTIVATED LAND.  THE
 SN1627'STATION IS ON TOP OF THIS HILL.
 SN1627'
 SN1627'A 15-FOOT STAND WAS ERECTED.
 SN1627
 SN1627                          STATION RECOVERY (1962)
 SN1627
 SN1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1627'THE STATION IS LOCATED 2-3/4 MILES EAST AND 9 MILES NORTH OF
 SN1627'THE TOWN OF MAX, IN THE SE 1/4 OF SEC. 25,T152N,R83W, ON THE
 SN1627'HIGHEST POINT IN THE GENERAL VICINITY.
 SN1627'
 SN1627'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2, 52, AND 83 ON THE
 SN1627'SOUTH EDGE OF MINOT, FOLLOW U.S. HIGHWAY 83 SOUTH FOR 15.0
 SN1627'MILES TO THE JUNCTION OF U.S. HIGHWAY 83, STATE HIGHWAY 23,
 SN1627'AND COUNTY ROAD 20.  TURN LEFT AND FOLLOW COUNTY ROAD 20 EAST
 SN1627'FOR 2 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.8
 SN1627'MILES TO A SET OF FARM BUILDINGS AND A TRACK ROAD ON THE LEFT,
 SN1627'EAST, SIDE OF THE ROAD.  TURN LEFT, AND FOLLOW THE TRACK ROAD
 SN1627'EAST FOR 0.2 MILE TO A V FORK.  TAKE THE LEFT FORK EAST FOR 0.3
 SN1627'MILE TO A FENCE LINE AND REFERENCE MARK NO. 2.  (REFERENCE MARK
 SN1627'NO. 1 IS ABOUT 150 FEET SOUTH OF THIS POINT.) AT THIS POINT
 SN1627'THE FENCE MAY BE TAKEN DOWN, AND CONTINUE EAST FOR 0.15 MILE
 SN1627'TO THE HIGHEST POINT IN THE GENERAL VICINITY AND THE
 SN1627'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 SN1627'SOUTHEAST ACROSS COUNTRY FOR 0.5 MILE TO A FENCE CORNER AND
 SN1627'THE AZIMUTH.
 SN1627'
 SN1627'THE STATION MARK IS A STANDARD DISK STAMPED KABANUK 1934 AND IS
 SN1627'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1627'PROJECTS 15 INCHES.  IT IS 3.6 FEET SOUTHWEST OF THE WITNESS
 SN1627'POST.
 SN1627'
 SN1627'REFERENCE MARK NO. 1, STAMPED KABANUK NO 1 1934, IS A STANDARD
 SN1627'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1627'WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF A FENCE.
 SN1627'
 SN1627'REFERENCE MARK NO. 2, STAMPED KABANUK NO 2 1934, IS A STANDARD
 SN1627'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1627'PROJECTS 3 INCHES.  IT IS 1 FOOT EAST OF A FENCE.
 SN1627'
 SN1627'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KABANUK 1934 AND
 SN1627'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1627'PROJECTS 4 INCHES.  IT IS 1 FOOT NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2105 ***********************************************************************
 TF2105  DESIGNATION -  KAPELL
 TF2105  PID         -  TF2105
 TF2105  STATE/COUNTY-  ND/BOTTINEAU
 TF2105  USGS QUAD   -  ECKMAN (1949)
 TF2105
 TF2105                         *CURRENT SURVEY CONTROL
 TF2105  ___________________________________________________________________
 TF2105* NAD 83(1996)-  48 40 54.15447(N)    101 07 31.00555(W)     ADJUSTED  
 TF2105* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 TF2105  ___________________________________________________________________
 TF2105  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 TF2105  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF2105
 TF2105  HORZ ORDER  -  FIRST
 TF2105
 TF2105.The horizontal coordinates were established by classical geodetic methods
 TF2105.and adjusted by the National Geodetic Survey in January 1998..
 TF2105
 TF2105.The orthometric height was scaled from a topographic map.
 TF2105
 TF2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2105
 TF2105.The geoid height was determined by GEOID03.
 TF2105
 TF2105;                    North         East     Units Scale Factor Converg.
 TF2105;SPC ND N     -   187,167.914   553,957.323   MT  0.99999017   -0 27 55.0
 TF2105;SPC ND N     -   614,067.96  1,817,445.29   iFT  0.99999017   -0 27 55.0
 TF2105;UTM  14      - 5,394,253.407   343,568.163   MT  0.99990065   -1 35 47.5
 TF2105
 TF2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2105!SPC ND N     -   0.99993151  x   0.99999017  =   0.99992168
 TF2105!UTM  14      -   0.99993151  x   0.99990065  =   0.99983216
 TF2105
 TF2105:                Primary Azimuth Mark                     Grid Az
 TF2105:SPC ND N     -  KAPELL AZ MK ECCENTRIC                   000 29 33.2
 TF2105:UTM  14      -  KAPELL AZ MK ECCENTRIC                   001 37 25.7
 TF2105
 TF2105|---------------------------------------------------------------------|
 TF2105| PID    Reference Object                     Distance      Geod. Az  |
 TF2105|                                                           dddmmss.s |
 TF2105| CQ7941 KAPELL AZ MK ECCENTRIC                             0000138.2 |
 TF2105| CQ7940 KAPELL AZ MK                                       0000153.3 |
 TF2105| CQ7942 KAPELL RM 1                          44.553 METERS 02425     |
 TF2105| TF2104 CHURCH SPIRE 2 E OF STA KAPELL      APPROX. 8.7 KM 0831341.7 |
 TF2105| TF2107 ECKMAN CUPOLA ON SCHOOL             APPROX. 5.8 KM 1174448.8 |
 TF2105| TF2106 ECKMAN SPIRE                        APPROX. 5.7 KM 1185219.0 |
 TF2105| CQ7943 KAPELL RM 2                          37.570 METERS 14941     |
 TF2105| TF2109 OUR SAVIOR GERMAN LUTH CHURCH       APPROX.15.2 KM 1733831.2 |
 TF2105|---------------------------------------------------------------------|
 TF2105
 TF2105                          SUPERSEDED SURVEY CONTROL
 TF2105
 TF2105  NAD 83(1986)-  48 40 54.15137(N)    101 07 31.00577(W) AD(       ) 1
 TF2105  NAD 27      -  48 40 54.07620(N)    101 07 29.43440(W) AD(       ) 1
 TF2105
 TF2105.Superseded values are not recommended for survey control.
 TF2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2105.See file dsdata.txt to determine how the superseded data were derived.
 TF2105
 TF2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4356894253(NAD 83)
 TF2105_MARKER: DS = TRIANGULATION STATION DISK
 TF2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2105
 TF2105  HISTORY     - Date     Condition        Report By
 TF2105  HISTORY     - 1938     MONUMENTED       CGS
 TF2105  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TF2105
 TF2105                          STATION DESCRIPTION
 TF2105
 TF2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2105'STATION IS LOCATED 3 MILES SOUTH-SOUTHEAST OF MAXBASS, 3-1/2
 TF2105'MILES NORTHWEST OF ECKMAN, IN SECTION 16, T. 160 N., R. 81 W.
 TF2105'
 TF2105'TO REACH FROM POST OFFICE IN MAXBASS, GO WEST 0.2 MILE, THEN
 TF2105'SOUTH ON GRAVEL 3.0 MILES TO CROSSROADS.  THEN LEFT (EAST)
 TF2105'1.0 MILE TO CROSSROADS, THEN LEFT (NORTH) 0.4 MILE TO STATION
 TF2105'ON LEFT (WEST), IN FENCE LINE.  MARK PROJECTS 12 INCHES.
 TF2105'
 TF2105'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TF2105'BRONZE DISKS SET IN CONCRETE.
 TF2105'
 TF2105'REFERENCE MARK NO. 1 IS LOCATED 146.54 FEET NORTH-NORTHEAST OF
 TF2105'STATION, IN NORTH-SOUTH FENCE LINE ON EAST SIDE OF ROAD.  MARK
 TF2105'PROJECTS 8 INCHES.
 TF2105'
 TF2105'REFERENCE MARK NO. 2 IS LOCATED 122.0 FEET SOUTH-SOUTHEAST OF
 TF2105'STATION IN NORTH-SOUTH FENCE LINE ON EAST SIDE OF ROAD.  MARK
 TF2105'PROJECTS 8 INCHES.
 TF2105'
 TF2105'AZIMUTH MARK IS LOCATED 0.6 MILE NORTH OF STATION, IN FENCE
 TF2105'CORNER, IN SOUTHWEST CORNER OF INTERSECTION.  MARK PROJECTS 12
 TF2105'INCHES.
 TF2105'
 TF2105'HEIGHT OF LIGHT ABOVE STATION - 27 METERS.
 TF2105
 TF2105                          STATION RECOVERY (1963)
 TF2105
 TF2105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2105'THE STATION WAS RECOVERED AND THE STATION MARK AND THE AZIMUTH
 TF2105'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO 1 AND
 TF2105'REFERENCE MARK NO 2 WERE HIT BY FARM MACHINERY BUT APPEARED TO
 TF2105'BE SOLID AT THE TIME THE STATION WAS OBSERVED.  A NEW DESCRIPTION
 TF2105'FOLLOWS.
 TF2105'
 TF2105'THE STATION IS LOCATED 3 MILES SOUTH AND 1 MILE EAST OF MAXBASS,
 TF2105'IN THE SE 1/4 OF SECTION 16, T 160 N, R 81 W. AND ON THE ROAD
 TF2105'RIGHT-OF-WAY.
 TF2105'
 TF2105'TO REACH THE STATION FROM THE POST OFFICE IN MAXBASS, GO WEST
 TF2105'FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH ON
 TF2105'GRAVELED ROAD FOR 2.25 MILES TO A CROSSROAD.  TURN LEFT AND GO
 TF2105'EAST FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 TF2105'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO THE STATION
 TF2105'ON THE RIGHT.
 TF2105'
 TF2105'THE STATION MARK IS A STANDARD DISK, STAMPED KAPELL 1938, SET
 TF2105'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2105'3-INCHES.  IT IS 19 FEET WEST OF THE CENTER OF A TRACK ROAD
 TF2105'AND 1.0 FOOT NORTH OF THE WITNESS POST.
 TF2105'
 TF2105'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED KAPELL NO 1 1938,
 TF2105'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2105'PROJECTS 12-INCHES.  IT IS 147 FEET NORTHEAST OF THE WITNESS
 TF2105'POST AND 37 FEET EAST OF THE CENTER OF A TRACK ROAD.
 TF2105'
 TF2105'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED KAPELL NO 2 1938,
 TF2105'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2105'PROJECTS 6-INCHES.  IT IS 122 FEET SOUTHEAST OF THE WITNESS
 TF2105'POST AND 42 FEET EAST OF THE CENTER OF A TRACK ROAD.
 TF2105'
 TF2105'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAPELL 1938,
 TF2105'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 TF2105'PROJECTS 12-INCHES.  IT IS 41 FEET SOUTH OF THE CENTER OF A
 TF2105'TRACK ROAD, 34 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 TF2105'1.0 FOOT NORTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1866 ***********************************************************************
 TE1866  DESIGNATION -  KARL
 TE1866  PID         -  TE1866
 TE1866  STATE/COUNTY-  ND/CAVALIER
 TE1866  USGS QUAD   -  SARLES NE (1970)
 TE1866
 TE1866                         *CURRENT SURVEY CONTROL
 TE1866  ___________________________________________________________________
 TE1866* NAD 83(1996)-  48 54 35.98856(N)    098 48 11.52926(W)     ADJUSTED  
 TE1866* NAVD 88     -       483.8    (meters)    1587.     (feet)  VERTCON   
 TE1866  ___________________________________________________________________
 TE1866  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TE1866  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 TE1866
 TE1866  HORZ ORDER  -  SECOND
 TE1866
 TE1866.The horizontal coordinates were established by classical geodetic methods
 TE1866.and adjusted by the National Geodetic Survey in January 1998..
 TE1866
 TE1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1866
 TE1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1866
 TE1866.The geoid height was determined by GEOID03.
 TE1866
 TE1866;                    North         East     Units Scale Factor Converg.
 TE1866;SPC ND N     -   213,738.680   724,376.155   MT  1.00003983   +1 15 45.5
 TE1866;SPC ND N     -   701,242.39  2,376,562.19   iFT  1.00003983   +1 15 45.5
 TE1866;UTM  14      - 5,417,469.298   514,420.175   MT  0.99960255   +0 08 54.0
 TE1866
 TE1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1866!SPC ND N     -   0.99992791  x   1.00003983  =   0.99996774
 TE1866!UTM  14      -   0.99992791  x   0.99960255  =   0.99953049
 TE1866
 TE1866|---------------------------------------------------------------------|
 TE1866| PID    Reference Object                     Distance      Geod. Az  |
 TE1866|                                                           dddmmss.s |
 TE1866| CO7047 KARL RM 2                            12.379 METERS 09120     |
 TE1866| CO7045 KARL AZ MK                                         1224815.5 |
 TE1866| CO7046 KARL RM 1                            17.470 METERS 17854     |
 TE1866|---------------------------------------------------------------------|
 TE1866
 TE1866                          SUPERSEDED SURVEY CONTROL
 TE1866
 TE1866  NAD 83(1986)-  48 54 35.98581(N)    098 48 11.51276(W) AD(       ) 2
 TE1866  NAD 27      -  48 54 35.96421(N)    098 48 10.05066(W) AD(       ) 2
 TE1866  NGVD 29 (07/19/86)  483.4    (m)         1586.     (f) VERT ANG       
 TE1866
 TE1866.Superseded values are not recommended for survey control.
 TE1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1866.See file dsdata.txt to determine how the superseded data were derived.
 TE1866
 TE1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV1442017469(NAD 83)
 TE1866_MARKER: DD = SURVEY DISK
 TE1866_SETTING: 0 = UNSPECIFIED SETTING
 TE1866
 TE1866  HISTORY     - Date     Condition        Report By
 TE1866  HISTORY     - 1969     MONUMENTED       USGS
 TE1866
 TE1866                          STATION DESCRIPTION
 TE1866
 TE1866'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1866'THE STATION IS ABOUT 7.1 MI NE. OF CALVIN, ABOUT 50 FT N OF THE S.
 TE1866'SIXTEENTH COR. BETWEEN SECS. 27 AND 28, T. 163 N., R. 63 W., 0.25 MI
 TE1866'N. OF A T-RD. E. AND TRAIL W., ON TOP OF A PROMINENT RIDGE.
 TE1866'
 TE1866'TO REACH THE STATION FROM THE CALVIN, GO S. ON ST. HWY. 20 FOR ABOUT
 TE1866'0.3 MI TO A CROSSROADS, TURN LEFT AND GO E. ON GRAVEL RD. FOR 6.0
 TE1866'MI TO A CROSSROADS, TURN LEFT AND GO N. ON GRAVEL AND DIRT RD. FOR
 TE1866'4.0 MI TO A T-RD. E. AND TRAIL W., CONTINUE N. FOR 0.25 MI TO TOP
 TE1866'OF RIDGE AND THE STATION ON THE LEFT.
 TE1866'
 TE1866'THE STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1866'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1866'TO WITHIN 1 IN. OF CAP, STAMPED ET KARL 1969 IS 23 FT N. AND 22 FT
 TE1866'W. CENTER RD. AT FIELD ENTRANCE W.  THE MARK IS FLUSH WITH GROUND.
 TE1866'
 TE1866'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN COPPER COATED
 TE1866'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1866'TO WITHIN 1 IN. OF CAP, STAMPED KARL NO 1 1969 IS S. OF THE STATION,
 TE1866'34 FT S. AND 20 FT W. CENTER RD. AT FIELD ENTRANCE W.  THE MARK IS
 TE1866'FLUSH WITH THE GROUND.
 TE1866'
 TE1866'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1866'RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE1866'TO WITHIN 1 IN. OF CAP, STAMPED KARL NO 2 1969 IS E. OF THE STATION,
 TE1866'23 FT N. AND 20 FT E. OF CENTER RD. AT FIELD ENTRANCE W.  THE MARK
 TE1866'IS FLUSH WITH THE GROUND.
 TE1866'
 TE1866'AZIMUTH MARK, STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED RODS
 TE1866'SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL TO
 TE1866'WITHIN 1 IN. OF CAP, STAMPED KARL 1969 IS ABOUT 0.5 MI SE. OF THE
 TE1866'STATION, 34 FT S. AND 2 FT W. OF CENTER RD. AT FENCE S.  2 FT S.
 TE1866'OF USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 TE1866'
 TE1866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S. FOR 0.25 MI TO
 TE1866'A T-RD. E. AND TRAIL W., TURN LEFT AND GO E. 0.4 MI TO THE NW. COR.
 TE1866'OF A FARM YARD AND THE AZIMUTH MARK ON THE RIGHT.
 TE1866'
 TE1866'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2024 ***********************************************************************
 TF2024  DESIGNATION -  KARL RESET
 TF2024  PID         -  TF2024
 TF2024  STATE/COUNTY-  ND/MCHENRY
 TF2024  USGS QUAD   -  RANGELEY (1957)
 TF2024
 TF2024                         *CURRENT SURVEY CONTROL
 TF2024  ___________________________________________________________________
 TF2024* NAD 83(1996)-  48 05 40.67357(N)    100 27 10.48291(W)     ADJUSTED  
 TF2024* NAVD 88     -       471.     (meters)    1545.     (feet)  SCALED    
 TF2024  ___________________________________________________________________
 TF2024  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 TF2024  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TF2024
 TF2024  HORZ ORDER  -  FIRST
 TF2024
 TF2024.The horizontal coordinates were established by classical geodetic methods
 TF2024.and adjusted by the National Geodetic Survey in January 1998..
 TF2024
 TF2024.The orthometric height was scaled from a topographic map.
 TF2024
 TF2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2024
 TF2024.The geoid height was determined by GEOID03.
 TF2024
 TF2024;                    North         East     Units Scale Factor Converg.
 TF2024;SPC ND N     -   121,703.195   603,507.308   MT  0.99993586   +0 02 06.1
 TF2024;SPC ND N     -   399,288.70  1,980,010.85   iFT  0.99993586   +0 02 06.1
 TF2024;UTM  14      - 5,327,839.156   391,818.896   MT  0.99974380   -1 04 53.2
 TF2024
 TF2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2024!SPC ND N     -   0.99992952  x   0.99993586  =   0.99986538
 TF2024!UTM  14      -   0.99992952  x   0.99974380  =   0.99967334
 TF2024
 TF2024|---------------------------------------------------------------------|
 TF2024| PID    Reference Object                     Distance      Geod. Az  |
 TF2024|                                                           dddmmss.s |
 TF2024| CO7042 KARL RM 1                            23.585 METERS 08731     |
 TF2024| SN1554 DRAKE MUNICIPAL TANK                APPROX.19.9 KM 1614843.7 |
 TF2024| CO7043 KARL RM 2                                          27400     |
 TF2024| CO7044 KARL RM 3                            51.121 METERS 29528     |
 TF2024| CO7041 KARL AZ MK RESET                                   3553320.2 |
 TF2024| CO7040 KARL AZ MK                                         3571332.9 |
 TF2024|---------------------------------------------------------------------|
 TF2024
 TF2024                          SUPERSEDED SURVEY CONTROL
 TF2024
 TF2024  NAD 83(1986)-  48 05 40.67628(N)    100 27 10.48260(W) AD(       ) 1
 TF2024  NAD 27      -  48 05 40.65760(N)    100 27 08.97700(W) AD(       ) 1
 TF2024
 TF2024.Superseded values are not recommended for survey control.
 TF2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2024.See file dsdata.txt to determine how the superseded data were derived.
 TF2024
 TF2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9181927839(NAD 83)
 TF2024_MARKER: DS = TRIANGULATION STATION DISK
 TF2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2024
 TF2024  HISTORY     - Date     Condition        Report By
 TF2024  HISTORY     - 1946     MONUMENTED       CGS
 TF2024  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TF2024
 TF2024                          STATION DESCRIPTION
 TF2024
 TF2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2024'THE STATION IS LOCATED ABOUT 18 MILES SOUTH-SOUTHWEST OF TOWNER.
 TF2024'12 MILES NORTH-NORTHWEST OF DRAKE AND 8 MILES EAST OF KARLSRUHE.
 TF2024'IT IS ALONG STATE HIGHWAY NO. 14 AT A CROSSING OF A TRACK ROAD
 TF2024'ALONG A SECTION LINE.  IT IS 63 FEET SOUTHEAST OF THE CROSSING
 TF2024'OF A TRACK ROAD ALONG A SECTION LINE.  IT IS 63 FEET SOUTHEAST
 TF2024'OF THE CROSSING OF THE APPROXIMATE CENTER LINES, 51 FEET EAST
 TF2024'OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY AND 8 FEET
 TF2024'SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 3 INCHES
 TF2024'AND THE DISK IS STAMPED KARL 1946.
 TF2024'
 TF2024'REFERENCE MARK NO. 1 IS 77.29 FEET EAST OF THE STATION AND 26
 TF2024'FEET SOUTH OF THE SECTION LINE ROAD.  THE MARK PROJECTS ABOUT
 TF2024'2 INCHES AND THE DISK IS STAMPED KARL NO 1 1946
 TF2024'
 TF2024'REFERENCE MARK NO. 2 IS 91.91 FEET WEST OF THE STATION IN THE
 TF2024'SOUTHWEST CORNER OF THE INTERSECTION, 52 FEET WEST OF THE
 TF2024'APPROXIMATE CENTER LINE OF THE HIGHWAY AND 3 FEET NORTHWEST
 TF2024'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 TF2024'DISK IS STAMPED KARL NO 2 1946.
 TF2024'
 TF2024'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NORTH OF THE STATION,
 TF2024'38 FEET WEST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY
 TF2024'AND 2 FEET WEST OF THE TOP OF THE CUT BANK ON THE HIGHEST
 TF2024'PART OF A LOW HILL.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 TF2024'DISK IS STAMPED KARL 1946.
 TF2024'
 TF2024'TO REACH THE STATION FROM TOWNER, AT THE JUNCTION OF U.S. HIGHWAY
 TF2024'NO. 2 AND STATE HIGHWAY NO. 14 AT THE SOUTHWEST CORNER OF TOWN,
 TF2024'GO SOUTH AND WEST ON THE HIGHWAYS FOR 3.6 MILES TO A POINT
 TF2024'WHERE HIGHWAY NO. 14 TURNS SOUTH.  TURN LEFT AND GO SOUTH FOR
 TF2024'13.9 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 TF2024'CONTINUE SOUTH ON THE HIGHWAY FOR 0.4 MILES TO THE STATION IN
 TF2024'THE SOUTHEAST CORNER OF THE INTERSECTION AS DESCRIBED.
 TF2024'
 TF2024'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2024
 TF2024                          STATION RECOVERY (1958)
 TF2024
 TF2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 TF2024'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND.
 TF2024'THE UNDERGROUND MARK WAS RECOVERED ABOUT 2 FEET BELOW THE SURFACE
 TF2024'AND WAS IN GOOD CONDITION.  R.M. NO. 1 WAS RECOVERED IN GOOD
 TF2024'CONDITION BUT R.M. NO. 2 HAD BEEN DESTROYED AND THE CONCRETE
 TF2024'POST WAS FOUND LYING ON TOP OF THE GROUND.  THE AZIMUTH MARK
 TF2024'WAS RECOVERED BUT THIS MARK HAD BEEN DISTURBED.  THE ANGLE
 TF2024'BETWEEN THE AZIMUTH MARK AND THE DRAKE TANK DID NOT CHECK AND
 TF2024'THE ARROW ON THE DISK POINTED AWAY FROM THE STATION.
 TF2024'
 TF2024'THE UNDERGROUND STATION MARK WAS LOWERED AND THE SURFACE STATION
 TF2024'MARK WAS PLUMB-OVER IT.  THE STATION MARK WAS SET ABOUT 18
 TF2024'INCHES BELOW THE SURFACE OF THE GROUND AS THE AREA WAS UNDER
 TF2024'CULTIVATION.  BOTH THE UNDERGROUND AND SURFACE STATION MARKS
 TF2024'WERE RESTAMPED KARL 1946-1958.
 TF2024'
 TF2024'R.M. NO. 1 IS EAST OF THE STATION AND 26 FEET SOUTH OF THE
 TF2024'CENTERLINE OF THE EAST-WEST ROAD.  THIS MARK WAS FOUND TO BE
 TF2024'SLIGHTLY TILTED.  IT WAS STRAIGHTENED UP AND THE DISTANCE AND
 TF2024'DIRECTION CHECKED FAIRLY CLOSE TO THE ORIGINAL DESCRIPTION.
 TF2024'THE MARK IS STAMPED KARL NO 1 1946.
 TF2024'
 TF2024'R.M. NO. 3 IS WEST-NORTHWEST OF THE STATION, 100 FEET WEST OF
 TF2024'THE CENTERLINE OF THE HIGHWAY AND 24 FEET NORTH OF THE CENTERLINE
 TF2024'OF THE TRACK ROAD LEADING WEST.  THE MARK PROJECTS ABOUT 6 INCHES
 TF2024'AND THE DISK IS STAMPED KARL NO 3 1946-58.
 TF2024'
 TF2024'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 99
 TF2024'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH
 TF2024'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 TF2024'DISK IS STAMPED KARL 1946 RESET 1958.
 TF2024'
 TF2024'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2045 ***********************************************************************
 TF2045  DESIGNATION -  KARLSRUHE ST PETER AND PAUL CH
 TF2045  PID         -  TF2045
 TF2045  STATE/COUNTY-  ND/MCHENRY
 TF2045  USGS QUAD   -  KARLSRUHE (1957)
 TF2045
 TF2045                         *CURRENT SURVEY CONTROL
 TF2045  ___________________________________________________________________
 TF2045* NAD 83(1996)-  48 05 35.54183(N)    100 37 06.64711(W)     ADJUSTED  
 TF2045* NAVD 88     -                                                        
 TF2045  ___________________________________________________________________
 TF2045  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 TF2045  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF2045
 TF2045  HORZ ORDER  -  THIRD
 TF2045
 TF2045.The horizontal coordinates were established by classical geodetic methods
 TF2045.and adjusted by the National Geodetic Survey in January 1998..
 TF2045
 TF2045
 TF2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2045
 TF2045.The geoid height was determined by GEOID03.
 TF2045
 TF2045;                    North         East     Units Scale Factor Converg.
 TF2045;SPC ND N     -   121,550.424   591,172.431   MT  0.99993585   -0 05 17.5
 TF2045;SPC ND N     -   398,787.48  1,939,542.10   iFT  0.99993585   -0 05 17.5
 TF2045;UTM  14      - 5,327,926.745   379,485.543   MT  0.99977846   -1 12 16.9
 TF2045
 TF2045                          SUPERSEDED SURVEY CONTROL
 TF2045
 TF2045  NAD 83(1986)-  48 05 35.54358(N)    100 37 06.64686(W) AD(       ) 4
 TF2045  NAD 27      -  48 05 35.52000(N)    100 37 05.13300(W) AD(       ) 3
 TF2045
 TF2045.Superseded values are not recommended for survey control.
 TF2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2045.See file dsdata.txt to determine how the superseded data were derived.
 TF2045
 TF2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7948627927(NAD 83)
 TF2045_MARKER: 90 = CHURCH SPIRE
 TF2045
 TF2045  HISTORY     - Date     Condition        Report By
 TF2045  HISTORY     - 1962     FIRST OBSERVED   CGS
 TF2045
 TF2045                          STATION DESCRIPTION
 TF2045
 TF2045'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0600 ***********************************************************************
 RQ0600  DESIGNATION -  KATHRYN
 RQ0600  PID         -  RQ0600
 RQ0600  STATE/COUNTY-  ND/BARNES
 RQ0600  USGS QUAD   -  HASTINGS (1970)
 RQ0600
 RQ0600                         *CURRENT SURVEY CONTROL
 RQ0600  ___________________________________________________________________
 RQ0600* NAD 83(1996)-  46 39 34.90289(N)    098 00 30.41908(W)     ADJUSTED  
 RQ0600* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 RQ0600  ___________________________________________________________________
 RQ0600  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 RQ0600  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 RQ0600
 RQ0600  HORZ ORDER  -  THIRD
 RQ0600
 RQ0600.The horizontal coordinates were established by classical geodetic methods
 RQ0600.and adjusted by the National Geodetic Survey in January 1998..
 RQ0600
 RQ0600.The orthometric height was scaled from a topographic map.
 RQ0600
 RQ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0600
 RQ0600.The geoid height was determined by GEOID03.
 RQ0600
 RQ0600;                    North         East     Units Scale Factor Converg.
 RQ0600;SPC ND S     -   113,405.214   790,653.837   MT  0.99994049   +1 49 02.3
 RQ0600;SPC ND S     -   372,064.35  2,594,008.65   iFT  0.99994049   +1 49 02.3
 RQ0600;UTM  14      - 5,167,825.831   575,860.258   MT  0.99967073   +0 43 16.2
 RQ0600
 RQ0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0600!SPC ND S     -   0.99993227  x   0.99994049  =   0.99987276
 RQ0600!UTM  14      -   0.99993227  x   0.99967073  =   0.99960302
 RQ0600
 RQ0600|---------------------------------------------------------------------|
 RQ0600| PID    Reference Object                     Distance      Geod. Az  |
 RQ0600|                                                           dddmmss.s |
 RQ0600| CO5736 KATHRYN RM 1                          7.035 METERS 00227     |
 RQ0600| RP0877 KATHRYN FARMERS MUT ELEV VENT       APPROX. 3.8 KM 0552554.2 |
 RQ0600| CO5737 KATHRYN RM 2                         12.994 METERS 09409     |
 RQ0600| CO5735 KATHRYN AZ MK                                      2711244.3 |
 RQ0600|---------------------------------------------------------------------|
 RQ0600
 RQ0600                          SUPERSEDED SURVEY CONTROL
 RQ0600
 RQ0600  NAD 83(1986)-  46 39 34.90703(N)    098 00 30.41069(W) AD(       ) 3
 RQ0600  NAD 27      -  46 39 34.98900(N)    098 00 29.00500(W) AD(       ) 3
 RQ0600
 RQ0600.Superseded values are not recommended for survey control.
 RQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0600.See file dsdata.txt to determine how the superseded data were derived.
 RQ0600
 RQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7586067826(NAD 83)
 RQ0600_MARKER: DS = TRIANGULATION STATION DISK
 RQ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0600
 RQ0600  HISTORY     - Date     Condition        Report By
 RQ0600  HISTORY     - 1954     MONUMENTED       CGS
 RQ0600  HISTORY     - 1961     GOOD             CGS
 RQ0600
 RQ0600                          STATION DESCRIPTION
 RQ0600
 RQ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0600'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTH SIDE OF
 RQ0600'SEC. 28, T. 137 N., R. 58 W., ABOUT 5 MILES EAST-SOUTHEAST
 RQ0600'OF HASTINGS, ABOUT 2.5 MILES, AIR LINE, SOUTHWEST OF THE TOWN
 RQ0600'OF KATHRYN, ON THE SOUTH RIGHT-OF-WAY LINE OF A COUNTY ROAD
 RQ0600'AT A POINT WHERE THE ROAD CURVES TO THE NORTH AROUND A LOW
 RQ0600'HILL.  THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL.
 RQ0600'
 RQ0600'TO REACH FROM THE RAILROAD CROSSING ABOUT 1 MILE EAST-NORTHEAST
 RQ0600'OF HASTINGS--GO SOUTH ON STATE HIGHWAY 1 FOR ABOUT 2 MILES,
 RQ0600'TURN LEFT AND GO EAST ON COUNTY ROAD AS PER SIGN KATHRYN FOR
 RQ0600'3.5 MILES TO A SIDE ROAD RIGHT, THEN AHEAD EAST UP HILL ALONG
 RQ0600'THE NORTH SIDE OF THE RIGHT-OF-WAY FENCE TO THE TOP OF THE
 RQ0600'HILL AND STATION.
 RQ0600'
 RQ0600'THE STATION, 80.5 FEET SOUTHWEST OF A POWER POLE, 4 FEET
 RQ0600'NORTH OF THE FENCE LINE AND 3 FEET EAST OF A WHITE WITNESS
 RQ0600'POST, PROJECTS 2 INCHES AND THE DISK IS STAMPED KATHRYN 1954.
 RQ0600'
 RQ0600'REFERENCE MARK NO. 1, NORTH OF AND APPROXIMATELY 2 FEET LOWER
 RQ0600'THAN THE STATION, IS 27 FEET NORTH OF THE FENCE LINE.  THE
 RQ0600'DISK IS STAMPED KATHRYN NO 1 1954.
 RQ0600'
 RQ0600'REFERENCE MARK NO. 2, EAST OF AND APPROXIMATELY 3 FEET LOWER
 RQ0600'THAN THE STATION, IS 2 FEET NORTH OF THE FENCE LINE.  THE DISK
 RQ0600'IS STAMPED KATHRYN NO 2 1954.
 RQ0600'
 RQ0600'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILES WEST, IS 53 FEET
 RQ0600'EAST OF THE CENTER OF A TRACK ROAD, 51 FEET NORTH OF THE
 RQ0600'CENTER OF A GRAVEL COUNTY ROAD, 36.5 FEET EAST OF A FENCE
 RQ0600'CORNER, 2 FEET EAST OF A WHITE WITNESS POST AND 1.5 FEET SOUTH OF
 RQ0600'A POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 RQ0600'STAMPED KATHRYN 1954.
 RQ0600'
 RQ0600'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RQ0600
 RQ0600                          STATION RECOVERY (1961)
 RQ0600
 RQ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0600'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0600'CONDITION.
 RQ0600'
 RQ0600'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HASTINGS
 RQ0600'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0853 ***********************************************************************
 RR0853  DESIGNATION -  KAYHALL
 RR0853  PID         -  RR0853
 RR0853  STATE/COUNTY-  ND/BURLEIGH
 RR0853  USGS QUAD   -  SUGARLOAF BUTTE (1976)
 RR0853
 RR0853                         *CURRENT SURVEY CONTROL
 RR0853  ___________________________________________________________________
 RR0853* NAD 83(1996)-  46 44 06.69339(N)    100 40 36.17473(W)     ADJUSTED  
 RR0853* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 RR0853  ___________________________________________________________________
 RR0853  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 RR0853  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 RR0853
 RR0853  HORZ ORDER  -  SECOND
 RR0853
 RR0853.The horizontal coordinates were established by classical geodetic methods
 RR0853.and adjusted by the National Geodetic Survey in January 1998..
 RR0853
 RR0853.The orthometric height was scaled from a topographic map.
 RR0853
 RR0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0853
 RR0853.The geoid height was determined by GEOID03.
 RR0853
 RR0853;                    North         East     Units Scale Factor Converg.
 RR0853;SPC ND S     -   118,788.742   586,494.346   MT  0.99993735   -0 07 44.0
 RR0853;SPC ND S     -   389,726.84  1,924,194.05   iFT  0.99993735   -0 07 44.0
 RR0853;UTM  14      - 5,177,102.811   371,899.405   MT  0.99980170   -1 13 16.1
 RR0853
 RR0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0853!SPC ND S     -   0.99991256  x   0.99993735  =   0.99984991
 RR0853!UTM  14      -   0.99991256  x   0.99980170  =   0.99971427
 RR0853
 RR0853                          SUPERSEDED SURVEY CONTROL
 RR0853
 RR0853  NAD 83(1986)-  46 44 06.68426(N)    100 40 36.15692(W) AD(       ) 2
 RR0853  NAD 27      -  46 44 06.70500(N)    100 40 34.71100(W) AD(       ) 2
 RR0853
 RR0853.Superseded values are not recommended for survey control.
 RR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0853.See file dsdata.txt to determine how the superseded data were derived.
 RR0853
 RR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7189977103(NAD 83)
 RR0853_MARKER: Z = SEE DESCRIPTION
 RR0853_SETTING: 0 = UNSPECIFIED SETTING
 RR0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0853
 RR0853  HISTORY     - Date     Condition        Report By
 RR0853  HISTORY     - 1889     MONUMENTED       MORC
 RR0853  HISTORY     - 1945     MARK NOT FOUND   CGS
 RR0853
 RR0853                          STATION DESCRIPTION
 RR0853
 RR0853'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0853'LOCATED ON THE LEFT BANK, ON THE CREST OF A MOUND-SHAPED HILL,
 RR0853'ABOUT 8 MILES SE FROM BISMARCK, 3-1/2 MILES FROM THE RIVER,
 RR0853'ON LAND BELONGING TO MR. KAYHALL, AND 750 FEET FROM HIS HOUSE.
 RR0853
 RR0853                          STATION RECOVERY (1945)
 RR0853
 RR0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 RR0853'THE KAYHALL HOUSE HAS LONG SINCE BEEN MOVED AND NO EVIDENCE
 RR0853'OF EITHER MARK COULD BE FOUND ON THE HILL.  THE STATION IS
 RR0853'BELIEVED TO BE LOST.  STATION WAS APPROXIMATELY 2 MILES WNW
 RR0853'FROM STATION DAVENPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0789 ***********************************************************************
 SO0789  DESIGNATION -  KEENE
 SO0789  PID         -  SO0789
 SO0789  STATE/COUNTY-  ND/MCKENZIE
 SO0789  USGS QUAD   -  DEMICKS LAKE (1978)
 SO0789
 SO0789                         *CURRENT SURVEY CONTROL
 SO0789  ___________________________________________________________________
 SO0789* NAD 83(1996)-  47 58 54.56303(N)    103 00 26.08027(W)     ADJUSTED  
 SO0789* NAVD 88     -       774.     (meters)    2539.     (feet)  VERTCON   
 SO0789  ___________________________________________________________________
 SO0789  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 SO0789  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 SO0789
 SO0789  HORZ ORDER  -  SECOND
 SO0789
 SO0789.The horizontal coordinates were established by classical geodetic methods
 SO0789.and adjusted by the National Geodetic Survey in January 1998..
 SO0789
 SO0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0789
 SO0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0789
 SO0789.The geoid height was determined by GEOID03.
 SO0789
 SO0789;                    North         East     Units Scale Factor Converg.
 SO0789;SPC ND N     -   112,206.573   412,875.057   MT  0.99993745   -1 51 56.6
 SO0789;SPC ND N     -   368,131.80  1,354,576.96   iFT  0.99993745   -1 51 56.6
 SO0789;UTM  13      - 5,316,201.454   648,699.729   MT  0.99987170   +1 28 50.7
 SO0789
 SO0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0789!SPC ND N     -   0.99988142  x   0.99993745  =   0.99981888
 SO0789!UTM  13      -   0.99988142  x   0.99987170  =   0.99975313
 SO0789
 SO0789|---------------------------------------------------------------------|
 SO0789| PID    Reference Object                     Distance      Geod. Az  |
 SO0789|                                                           dddmmss.s |
 SO0789| CQ7945 KEENE RM 1                            6.935 METERS 07449     |
 SO0789| CQ7944 KEENE AZ MK                                        1143700.3 |
 SO0789| CQ7946 KEENE RM 2                            7.244 METERS 17309     |
 SO0789| SO0675 GARDEN                              APPROX.17.3 KM 2592202.5 |
 SO0789|---------------------------------------------------------------------|
 SO0789
 SO0789                          SUPERSEDED SURVEY CONTROL
 SO0789
 SO0789  NAD 83(1986)-  47 58 54.56301(N)    103 00 26.07535(W) AD(       ) 2
 SO0789  NAD 27      -  47 58 54.46700(N)    103 00 24.40400(W) AD(       ) 2
 SO0789  NGVD 29 (07/19/86)  774.     (m)         2539.     (f) VERT ANG       
 SO0789
 SO0789.Superseded values are not recommended for survey control.
 SO0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0789.See file dsdata.txt to determine how the superseded data were derived.
 SO0789
 SO0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP4870016201(NAD 83)
 SO0789_MARKER: DS = TRIANGULATION STATION DISK
 SO0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0789
 SO0789  HISTORY     - Date     Condition        Report By
 SO0789  HISTORY     - 1945     MONUMENTED       CGS
 SO0789  HISTORY     - 1964     GOOD             USGS
 SO0789  HISTORY     - 1974     GOOD             USGS
 SO0789
 SO0789                          STATION DESCRIPTION
 SO0789
 SO0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SO0789'STATION IS LOCATED ON A LOW PASTURE HILL, ABOUT 21 MILES W OF
 SO0789'SANISH, AND ABOUT 4 MILES NW OF KEENE CORNERS.  IT IS ABOUT
 SO0789'0.3 MILE N OF A DIRT ROAD AND ABOUT 75 YARDS W OF A N-S FENCE
 SO0789'LINE.  IT IS 7 FEET S OF A STANDARD WITNESS POST.  THE DISK IS
 SO0789'STAMPED KEENE 1945 AND PROJECTS ABOUT 4 INCHES.
 SO0789'
 SO0789'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A
 SO0789'CONCRETE POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 SO0789'CONCRETE.
 SO0789'
 SO0789'REFERENCE MARK 1 IS 22.75 FEET NE OF THE STATION.  THE DISK IS
 SO0789'STAMPED KEENE NO 1 1945 AND PROJECTS 4 INCHES.  IT IS A
 SO0789'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 SO0789'
 SO0789'REFERENCE MARK 2 IS 23.77 FEET S OF THE STATION.  THE DISK IS
 SO0789'STAMPED KEENE NO 2 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A
 SO0789'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 SO0789'
 SO0789'THE AZIMUTH MARK IS ABOUT 0.6 MILE SE OF THE STATION, ON THE
 SO0789'N SIDE OF THE DIRT ROAD, 46 FEET N OF THE APPROXIMATE
 SO0789'CENTER OF THE ROAD, AND 3 FEET NW OF A STANDARD WITNESS POST.
 SO0789'THE DISK IS STAMPED KEENE 1945 AND PROJECTS 4 INCHES.  IT IS
 SO0789'A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 SO0789'
 SO0789'TO REACH THE STATION FROM SANISH, GO W ON STATE HIGHWAY 23 FOR
 SO0789'19 MILES TO WHERE HIGHWAY 23 TURNS LEFT AND A DIRT ROAD
 SO0789'STRAIGHT AHEAD, CONTINUES STRAIGHT AHEAD FOR 2.55 MILES TO THE
 SO0789'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 SO0789'TO THE TOP OF THE HILL AND A N-S FENCE, TURN RIGHT AND FOLLOW
 SO0789'FENCE LINE 0.3 MILE, TURN LEFT AND GO ABOUT 75 YARDS TO TOP OF
 SO0789'A SMALL HILL AND STATION.
 SO0789'
 SO0789'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 SO0789
 SO0789                          STATION RECOVERY (1964)
 SO0789
 SO0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SO0789'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SO0789
 SO0789                          STATION RECOVERY (1974)
 SO0789
 SO0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 SO0789'STA MK. AND RMS FOUND IN GOOD CONDITION AS DESCRIBED.
 SO0789'
 SO0789'AZIMUTH MARK SEARCHED FOR AND NOT FOUND.  BITS OF CONCRETE
 SO0789'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0945 ***********************************************************************
 QS0945  DESIGNATION -  KELDRON
 QS0945  PID         -  QS0945
 QS0945  STATE/COUNTY-  ND/SIOUX
 QS0945  USGS QUAD   -  KELDRON (1972)
 QS0945
 QS0945                         *CURRENT SURVEY CONTROL
 QS0945  ___________________________________________________________________
 QS0945* NAD 83(1996)-  45 56 40.16073(N)    101 48 44.97526(W)     ADJUSTED  
 QS0945* NAVD 88     -       759.7    (meters)    2492.     (feet)  VERTCON   
 QS0945  ___________________________________________________________________
 QS0945  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 QS0945  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 QS0945
 QS0945  HORZ ORDER  -  FIRST
 QS0945
 QS0945.The horizontal coordinates were established by classical geodetic methods
 QS0945.and adjusted by the National Geodetic Survey in January 1998..
 QS0945
 QS0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0945
 QS0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0945
 QS0945.The geoid height was determined by GEOID03.
 QS0945
 QS0945;                    North         East     Units Scale Factor Converg.
 QS0945;SPC ND S     -    31,732.494   498,227.415   MT  1.00005550   -0 57 26.3
 QS0945;SPC ND S     -   104,109.23  1,634,604.38   iFT  1.00005550   -0 57 26.3
 QS0945;SPC SD N     -   236,185.052   459,461.148   MT  1.00006090   -1 16 58.0
 QS0945;SPC SD N     -   774,883.79  1,507,415.45   sFT  1.00006090   -1 16 58.0
 QS0945;UTM  14      - 5,091,726.513   282,007.251   MT  1.00018424   -2 01 19.3
 QS0945
 QS0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0945!SPC ND S     -   0.99988398  x   1.00005550  =   0.99993948
 QS0945!SPC SD N     -   0.99988398  x   1.00006090  =   0.99994488
 QS0945!UTM  14      -   0.99988398  x   1.00018424  =   1.00006820
 QS0945
 QS0945|---------------------------------------------------------------------|
 QS0945| PID    Reference Object                     Distance      Geod. Az  |
 QS0945|                                                           dddmmss.s |
 QS0945| CQ7948 KELDRON RM 1                         27.474 METERS 02435     |
 QS0945| CQ7947 KELDRON AZ MK                                      0911359.6 |
 QS0945| QS0946 BOUNDARY MP 253 ND SD                61.875 METERS 10019     |
 QS0945| CQ7949 KELDRON RM 2                         36.713 METERS 12503     |
 QS0945|---------------------------------------------------------------------|
 QS0945
 QS0945                          SUPERSEDED SURVEY CONTROL
 QS0945
 QS0945  NAD 83(1986)-  45 56 40.15234(N)    101 48 44.97237(W) AD(       ) 1
 QS0945  NAD 27      -  45 56 40.14700(N)    101 48 43.47000(W) AD(       ) 1
 QS0945  NGVD 29 (07/19/86)  759.2    (m)         2491.     (f) VERT ANG       
 QS0945
 QS0945.Superseded values are not recommended for survey control.
 QS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0945.See file dsdata.txt to determine how the superseded data were derived.
 QS0945
 QS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKR8200791727(NAD 83)
 QS0945_MARKER: DS = TRIANGULATION STATION DISK
 QS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QS0945
 QS0945  HISTORY     - Date     Condition        Report By
 QS0945  HISTORY     - 1934     MONUMENTED       CGS
 QS0945  HISTORY     - 1951     GOOD             CGS
 QS0945  HISTORY     - 1959     GOOD             CGS
 QS0945
 QS0945                          STATION DESCRIPTION
 QS0945
 QS0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0945'STATION IS LOCATED IN SE CORNER OF SE 1/4 OF SEC. 33, IN T 129
 QS0945'N, R 89 W, ABOUT 1.0 MILE N AND 0.25 MILE W OF KELDRON.  MARK
 QS0945'IS SET ABOUT 40 FEET N OF STATE LINE, 75 FEET N OF E AND W
 QS0945'WIRE FENCE AND 203 FEET W OF MILEPOST 253 ON TOP OF SMALL
 QS0945'HILL AND PASTURE LAND.
 QS0945'
 QS0945'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0945'BRONZE DISKS SET IN CONCRETE.
 QS0945'
 QS0945'REFERENCE MARK NO. 1 IS 27.474 METERS (90.14 FEET) NNE OF
 QS0945'STATION ON NE EDGE OF KNOLL.
 QS0945'
 QS0945'REFERENCE MARK NO. 2 IS 36.713 METERS (120.45 FEET) ESE OF
 QS0945'STATION IN E AND W FENCE LINE.
 QS0945'
 QS0945'AZIMUTH MARK IS LOCATED ABOUT 0.6 MILE E OF STATION IN E-W
 QS0945'FENCE LINE 20 FEET S OF CENTER LINE OF ROAD.
 QS0945'
 QS0945'REACHED FROM A POINT ON U.S. HIGHWAY 12, 0.25 MILE N OF KELDRON,
 QS0945'BY GOING E ON U.S. HIGHWAY 12, 0.25 MILE TO CROSS ROAD AT
 QS0945'SCHOOLHOUSE, TURN LEFT (N) LEAVING U.S. HIGHWAY 12 AND GO
 QS0945'0.65 MILE, ON DIRT ROAD TO T-FORK ON STATE LINE, TURN LEFT
 QS0945'(W) AND GO 0.35 MILE ALONG STATE LINE, TO MILEPOST 253 THEN
 QS0945'CONTINUE NW 0.05 MILE TO TOP OF HILL AND STATION.
 QS0945'
 QS0945'HEIGHT OF LIGHT ABOVE STATION MARK - 21.8 METERS.
 QS0945
 QS0945                          STATION RECOVERY (1951)
 QS0945
 QS0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 QS0945'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE
 QS0945'IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED.
 QS0945
 QS0945                          STATION RECOVERY (1959)
 QS0945
 QS0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0945'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND
 QS0945'IN GOOD CONDITION.  THE DESCRIPTION OF THE STATION WAS NOT
 QS0945'AVAILABLE AT TIME OF RECOVERY SO THE AZIMUTH MARK WAS NOT
 QS0945'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0511 ***********************************************************************
 SL0511  DESIGNATION -  KELSO
 SL0511  PID         -  SL0511
 SL0511  STATE/COUNTY-  ND/TRAILL
 SL0511  USGS QUAD   -  KELSO (1984)
 SL0511
 SL0511                         *CURRENT SURVEY CONTROL
 SL0511  ___________________________________________________________________
 SL0511* NAD 83(1996)-  47 17 47.81001(N)    097 01 26.40808(W)     ADJUSTED  
 SL0511* NAVD 88     -       272.682  (meters)     894.62   (feet)  ADJUSTED  
 SL0511  ___________________________________________________________________
 SL0511  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 SL0511  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 SL0511  DYNAMIC HT  -         272.718 (meters)     894.74  (feet)  COMP
 SL0511  MODELED GRAV-     980,736.4   (mgal)                       NAVD 88
 SL0511
 SL0511  HORZ ORDER  -  THIRD
 SL0511  VERT ORDER  -  SECOND    CLASS 0
 SL0511
 SL0511.The horizontal coordinates were established by classical geodetic methods
 SL0511.and adjusted by the National Geodetic Survey in January 1998..
 SL0511
 SL0511.The orthometric height was determined by differential leveling
 SL0511.and adjusted by the National Geodetic Survey in June 1991..
 SL0511
 SL0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0511
 SL0511.The geoid height was determined by GEOID03.
 SL0511
 SL0511.The dynamic height is computed by dividing the NAVD 88
 SL0511.geopotential number by the normal gravity value computed on the
 SL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0511.degrees latitude (g = 980.6199 gals.).
 SL0511
 SL0511.The modeled gravity was interpolated from observed gravity values.
 SL0511
 SL0511;                    North         East     Units Scale Factor Converg.
 SL0511;SPC ND N     -    38,911.497   862,822.348   MT  1.00002968   +2 35 11.8
 SL0511;SPC ND N     -   127,662.39  2,830,781.98   iFT  1.00002968   +2 35 11.8
 SL0511;SPC ND S     -   186,999.559   862,809.733   MT  0.99996835   +2 32 07.2
 SL0511;SPC ND S     -   613,515.61  2,830,740.59   iFT  0.99996835   +2 32 07.2
 SL0511;UTM  14      - 5,240,020.042   649,390.627   MT  0.99987428   +1 27 08.6
 SL0511
 SL0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0511!SPC ND N     -   0.99996139  x   1.00002968  =   0.99999106
 SL0511!SPC ND S     -   0.99996139  x   0.99996835  =   0.99992974
 SL0511!UTM  14      -   0.99996139  x   0.99987428  =   0.99983567
 SL0511
 SL0511|---------------------------------------------------------------------|
 SL0511| PID    Reference Object                     Distance      Geod. Az  |
 SL0511|                                                           dddmmss.s |
 SL0511| SL0512 KELSO RM 1                           38.466 METERS 15901     |
 SL0511| SL0514 KELSO AZ MK                                        1652332.7 |
 SL0511| SL0513 X 47                                 36.048 METERS 26135     |
 SL0511|---------------------------------------------------------------------|
 SL0511
 SL0511                          SUPERSEDED SURVEY CONTROL
 SL0511
 SL0511  NAD 83(1986)-  47 17 47.80890(N)    097 01 26.39987(W) AD(       ) 3
 SL0511  NAD 27      -  47 17 47.89200(N)    097 01 25.09600(W) AD(       ) 3
 SL0511  NGVD 29 (??/??/92)  272.329  (m)          893.47   (f) ADJ UNCH    2 0
 SL0511
 SL0511.Superseded values are not recommended for survey control.
 SL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0511.See file dsdata.txt to determine how the superseded data were derived.
 SL0511
 SL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4939140020(NAD 83)
 SL0511_MARKER: DS = TRIANGULATION STATION DISK
 SL0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0511_STAMPING: KELSO 1954
 SL0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0511+STABILITY: SURFACE MOTION
 SL0511
 SL0511  HISTORY     - Date     Condition        Report By
 SL0511  HISTORY     - 1954     MONUMENTED       CGS
 SL0511  HISTORY     - 1964     GOOD             NGS
 SL0511
 SL0511                          STATION DESCRIPTION
 SL0511
 SL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL0511'THE STATION IS LOCATED IN THE WESTERN RIGHT-OF-WAY OF U.S.
 SL0511'HIGHWAY 81.  IT IS 1.5 MILES SOUTH OF KELSO AND 4.5 MILES
 SL0511'NORTH OF GRANDIN.
 SL0511'
 SL0511'REACHED FROM THE JUNCTION OF THE MAIN EAST-WEST STREET AND
 SL0511'U.S. HIGHWAY 81 AT THE EASTERN EDGE OF GRANDIN BY GOING NORTH ON
 SL0511'HIGHWAY 81 FOR 4.5 MILES TO A CROSSROAD AND THE STATION IN
 SL0511'THE SOUTHWEST ANGLE.
 SL0511'
 SL0511'THE STATION MARK IS 74 FEET WEST OF THE CENTER LINE OF HIGHWAY
 SL0511'81, 74 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED
 SL0511'ROAD, 59 FEET EAST OF THE EAST RAIL OF THE GREAT NORTHERN
 SL0511'RAILROAD TRACK, 9 FEET SOUTH WEST OF A WITNESS POST, AND PROJECTS
 SL0511'5 INCHES.  THE DISK IS STAMPED KELSO 1954.
 SL0511'
 SL0511'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 74 FEET EAST
 SL0511'OF THE EAST RAIL, 57 FEET WEST OF THE CENTER LINE OF HIGHWAY 81,
 SL0511'2 FEET NORTHWEST OF A TELEPHONE POLE, AND PROJECTS 4 INCHES.
 SL0511'THE DISK IS STAMPED KELSO NO 1 1954.
 SL0511'
 SL0511'BENCH MARK X 47, WEST OF THE STATION AND USED FOR A REFERENCE
 SL0511'MARK, IS 89 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 SL0511'ROAD, 54 FEET WEST OF THE WEST RAIL, AND 7 FEET NORTH OF A
 SL0511'TELEPHONE POLE.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 SL0511'SET IN A CONCRETE MONUMENT PROJECTING 2 INCHES, AND STAMPED
 SL0511'X 47 1934.
 SL0511'
 SL0511'THE AZIMUTH MARK, APPROXIMATELY 0.4 MILE SOUTH OF THE STATION,
 SL0511'IS 73 FEET EAST OF THE EAST RAIL, 59 FEET WEST OF THE CENTER
 SL0511'LINE OF HIGHWAY 81, 3 FEET NORTHWEST OF A WITNESS POST, 2
 SL0511'FEET WEST OF A TELEPHONE POLE, AND PROJECTS 5 INCHES.  THE
 SL0511'DISK IS STAMPED KELSO 1954.
 SL0511'
 SL0511'NOTE--BOHNSACK (VG).
 SL0511
 SL0511                          STATION RECOVERY (1964)
 SL0511
 SL0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0511'1.9 MI S FROM KELSO.
 SL0511'1.9 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0511'KELSO, IN S 16, T 144 N, R 50 W, 9 POLES SOUTH OF MILEPOST 55, 60 FEET
 SL0511'EAST OF THE EAST RAIL, 72 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 SL0511'81, 75 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 20
 SL0511'FEET SOUTHWEST OF A TELEGRAPH POLE, 0.8 FOOT NORTHEAST OF A METAL
 SL0511'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SL0511'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0514 ***********************************************************************
 SL0514  DESIGNATION -  KELSO AZ MK
 SL0514  PID         -  SL0514
 SL0514  STATE/COUNTY-  ND/TRAILL
 SL0514  USGS QUAD   -  KELSO (1984)
 SL0514
 SL0514                         *CURRENT SURVEY CONTROL
 SL0514  ___________________________________________________________________
 SL0514* NAD 83(1986)-  47 17 29.     (N)    097 01 19.     (W)     SCALED    
 SL0514* NAVD 88     -       272.743  (meters)     894.82   (feet)  ADJUSTED  
 SL0514  ___________________________________________________________________
 SL0514  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 SL0514  DYNAMIC HT  -         272.779 (meters)     894.94  (feet)  COMP
 SL0514  MODELED GRAV-     980,735.8   (mgal)                       NAVD 88
 SL0514
 SL0514  VERT ORDER  -  SECOND    CLASS 0
 SL0514
 SL0514.The horizontal coordinates were scaled from a topographic map and have
 SL0514.an estimated accuracy of +/- 6 seconds.
 SL0514
 SL0514.The orthometric height was determined by differential leveling
 SL0514.and adjusted by the National Geodetic Survey in June 1991..
 SL0514
 SL0514.The geoid height was determined by GEOID03.
 SL0514
 SL0514.The dynamic height is computed by dividing the NAVD 88
 SL0514.geopotential number by the normal gravity value computed on the
 SL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0514.degrees latitude (g = 980.6199 gals.).
 SL0514
 SL0514.The modeled gravity was interpolated from observed gravity values.
 SL0514
 SL0514;                    North         East    Units  Estimated Accuracy
 SL0514;SPC ND N     -    38,340.      863,000.      MT  (+/- 180 meters Scaled)
 SL0514
 SL0514                          SUPERSEDED SURVEY CONTROL
 SL0514
 SL0514  NGVD 29 (??/??/92)  272.389  (m)          893.66   (f) ADJ UNCH    2 0
 SL0514
 SL0514.Superseded values are not recommended for survey control.
 SL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0514.See file dsdata.txt to determine how the superseded data were derived.
 SL0514
 SL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT495394(NAD 83)
 SL0514_MARKER: DZ = AZIMUTH MARK DISK
 SL0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0514_STAMPING: KELSO 1954
 SL0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0514+STABILITY: SURFACE MOTION
 SL0514
 SL0514  HISTORY     - Date     Condition        Report By
 SL0514  HISTORY     - 1954     MONUMENTED       CGS
 SL0514  HISTORY     - 1964     GOOD             NGS
 SL0514
 SL0514                          STATION DESCRIPTION
 SL0514
 SL0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0514'2.3 MI S FROM KELSO.
 SL0514'2.3 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0514'KELSO, IN S 16, T 144 N, R 50 W, 74 FEET EAST OF THE EAST RAIL, 59
 SL0514'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 1 1/2 FEET WEST OF A
 SL0514'TELEGRAPH POLE, 0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 SL0514'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SL0514'INCHES.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 4.2 MILES NORTH
 SL0514'ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT GRANDIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0512 ***********************************************************************
 SL0512  DESIGNATION -  KELSO RM 1
 SL0512  PID         -  SL0512
 SL0512  STATE/COUNTY-  ND/TRAILL
 SL0512  USGS QUAD   -  KELSO (1984)
 SL0512
 SL0512                         *CURRENT SURVEY CONTROL
 SL0512  ___________________________________________________________________
 SL0512* NAD 83(1986)-  47 17 47.     (N)    097 01 27.     (W)     SCALED    
 SL0512* NAVD 88     -       272.941  (meters)     895.47   (feet)  ADJUSTED  
 SL0512  ___________________________________________________________________
 SL0512  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 SL0512  DYNAMIC HT  -         272.976 (meters)     895.59  (feet)  COMP
 SL0512  MODELED GRAV-     980,736.4   (mgal)                       NAVD 88
 SL0512
 SL0512  VERT ORDER  -  SECOND    CLASS 0
 SL0512
 SL0512.The horizontal coordinates were scaled from a topographic map and have
 SL0512.an estimated accuracy of +/- 6 seconds.
 SL0512
 SL0512.The orthometric height was determined by differential leveling
 SL0512.and adjusted by the National Geodetic Survey in June 1991..
 SL0512
 SL0512.The geoid height was determined by GEOID03.
 SL0512
 SL0512.The dynamic height is computed by dividing the NAVD 88
 SL0512.geopotential number by the normal gravity value computed on the
 SL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0512.degrees latitude (g = 980.6199 gals.).
 SL0512
 SL0512.The modeled gravity was interpolated from observed gravity values.
 SL0512
 SL0512;                    North         East    Units  Estimated Accuracy
 SL0512;SPC ND N     -    38,890.      862,810.      MT  (+/- 180 meters Scaled)
 SL0512
 SL0512                          SUPERSEDED SURVEY CONTROL
 SL0512
 SL0512  NGVD 29 (??/??/92)  272.588  (m)          894.32   (f) ADJ UNCH    2 0
 SL0512
 SL0512.Superseded values are not recommended for survey control.
 SL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0512.See file dsdata.txt to determine how the superseded data were derived.
 SL0512
 SL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT493399(NAD 83)
 SL0512_MARKER: DR = REFERENCE MARK DISK
 SL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0512_STAMPING: KELSO NO 1 1954
 SL0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0512+STABILITY: SURFACE MOTION
 SL0512
 SL0512  HISTORY     - Date     Condition        Report By
 SL0512  HISTORY     - 1954     MONUMENTED       CGS
 SL0512  HISTORY     - 1964     GOOD             NGS
 SL0512
 SL0512                          STATION DESCRIPTION
 SL0512
 SL0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0512'1.9 MI S FROM KELSO.
 SL0512'1.9 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0512'KELSO, IN S 16, T 144 N, R 50 W, 10 POLES SOUTH OF MILEPOST 55, 81
 SL0512'FEET EAST OF THE EAST RAIL, 201 FEET SOUTH OF THE CENTER LINE OF AN
 SL0512'EAST-WEST GRAVELED ROAD, 126 FEET SOUTH OF THE STATION MARK, 58 FEET
 SL0512'WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 1 1/2 FEET NORTHWEST OF A
 SL0512'TELEGRAPH POLE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SL0512'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0798 ***********************************************************************
 RR0798  DESIGNATION -  KEM
 RR0798  PID         -  RR0798
 RR0798  STATE/COUNTY-  ND/EMMONS
 RR0798  USGS QUAD   -  TEMVIK (1971)
 RR0798
 RR0798                         *CURRENT SURVEY CONTROL
 RR0798  ___________________________________________________________________
 RR0798* NAD 83(1996)-  46 19 42.45236(N)    100 16 38.38431(W)     ADJUSTED  
 RR0798* NAVD 88     -       610.9    (meters)    2004.     (feet)  VERTCON   
 RR0798  ___________________________________________________________________
 RR0798  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 RR0798  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RR0798
 RR0798  HORZ ORDER  -  SECOND
 RR0798
 RR0798.The horizontal coordinates were established by classical geodetic methods
 RR0798.and adjusted by the National Geodetic Survey in January 1998..
 RR0798
 RR0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0798
 RR0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0798
 RR0798.The geoid height was determined by GEOID03.
 RR0798
 RR0798;                    North         East     Units Scale Factor Converg.
 RR0798;SPC ND S     -    73,586.827   617,146.026   MT  0.99997463   +0 09 44.7
 RR0798;SPC ND S     -   241,426.60  2,024,757.30   iFT  0.99997463   +0 09 44.7
 RR0798;UTM  14      - 5,131,335.364   401,680.704   MT  0.99971883   -0 55 26.3
 RR0798
 RR0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0798!SPC ND S     -   0.99990767  x   0.99997463  =   0.99988230
 RR0798!UTM  14      -   0.99990767  x   0.99971883  =   0.99962653
 RR0798
 RR0798:                Primary Azimuth Mark                     Grid Az
 RR0798:SPC ND S     -  TEM                                      005 41 45.1
 RR0798:UTM  14      -  TEM                                      006 46 56.1
 RR0798
 RR0798|---------------------------------------------------------------------|
 RR0798| PID    Reference Object                     Distance      Geod. Az  |
 RR0798|                                                           dddmmss.s |
 RR0798| RR0794 TEM                                 APPROX.11.3 KM 0055129.8 |
 RR0798| CO5739 KEM RM 1                             14.719 METERS 08216     |
 RR0798| RR0797 LINTON KEM CO RAD MAST               47.485 METERS 17447     |
 RR0798| CO5740 KEM RM 2                             13.311 METERS 27926     |
 RR0798|---------------------------------------------------------------------|
 RR0798
 RR0798                          SUPERSEDED SURVEY CONTROL
 RR0798
 RR0798  NAD 83(1986)-  46 19 42.44221(N)    100 16 38.37556(W) AD(       ) 2
 RR0798  NAD 27      -  46 19 42.47562(N)    100 16 36.96582(W) AD(       ) 2
 RR0798  NGVD 29 (07/19/86)  610.5    (m)         2003.     (f) VERT ANG       
 RR0798
 RR0798.Superseded values are not recommended for survey control.
 RR0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0798.See file dsdata.txt to determine how the superseded data were derived.
 RR0798
 RR0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0168131335(NAD 83)
 RR0798_MARKER: DD = SURVEY DISK
 RR0798_SETTING: 0 = UNSPECIFIED SETTING
 RR0798
 RR0798  HISTORY     - Date     Condition        Report By
 RR0798  HISTORY     - 1970     MONUMENTED       USGS
 RR0798
 RR0798                          STATION DESCRIPTION
 RR0798
 RR0798'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0798'THE STATION IS LOCATED ABOUT 5 MI N. AND 2 MI W. OF LINTON, IN
 RR0798'THE SE. QUARTER OF SEC. 18, T. 133 N., R. 76 W., WITHIN A
 RR0798'FENCED ENCLOSURE OF A RADIO TOWER, OWNED BY THE KEM ELECTRIC
 RR0798'COOP OF LINTON.
 RR0798'
 RR0798'TO REACH THE STATION FROM THE LINTON POST OFFICE, DRIVE S. ON
 RR0798'THE MAIN STREET FOR 0.1 MI TO A FOUR-WAY STOP, TURN RIGHT AND DRIVE
 RR0798'W. FOR 0.1 MI TO JCT. WITH U.S. HWY. 83, TURN RIGHT AND DRIVE
 RR0798'N. ON HWY. 83 FOR 4.85 MI TO JCT. OF A GRAVEL RD. ON THE LEFT,
 RR0798'TURN LEFT ONTO GRAVEL RD. AND DRIVE W. FOR 0.1 MI TO TOP OF
 RR0798'GRADE AND TOWER AND STATION ON THE RIGHT.
 RR0798'
 RR0798'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED KEM 1970
 RR0798'CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH WITH
 RR0798'THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0798'
 RR0798'STATION MARK IS NEAR THE N. BOUNDARY FENCE, 154.97 FT
 RR0798'N.-NW. OF THE CENTER OF BASE OF THE RADIO TOWER, 209 FT
 RR0798'W. OF THE NE. FENCE COR. AND 7.6 FT S. OF THE FENCE AND A METAL
 RR0798'WITNESS POST.
 RR0798'
 RR0798'REFERENCE MARK 1 IS E.-NE. 48.29 FT (14.719 M.) FROM
 RR0798'STATION MARK, AND 1 FT S. OF THE N. BOUNDARY FENCE.
 RR0798'
 RR0798'REFERENCE MARK 2 IS 43.67 FT (13.315 M.) W.-NW. OF
 RR0798'STATION MARK AND 1 FT S. OF THE N. BOUNDARY FENCE.
 RR0798'
 RR0798'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 89.91 FT
 RR0798'(27.405 M.)
 RR0798'
 RR0798'NO AZIMUTH MARK WAS SET.  STATION AND ADJACENT STATIONS ARE
 RR0798'INTERVISIBLE FROM GROUND.
 RR0798'
 RR0798'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1338 ***********************************************************************
 SL1338  DESIGNATION -  KEMPTON MICROWAVE WDAZ
 SL1338  PID         -  SL1338
 SL1338  STATE/COUNTY-  ND/GRAND FORKS
 SL1338  USGS QUAD   -  LARIMORE SW (1963)
 SL1338
 SL1338                         *CURRENT SURVEY CONTROL
 SL1338  ___________________________________________________________________
 SL1338* NAD 83(1996)-  47 48 02.75127(N)    097 37 38.54881(W)     ADJUSTED  
 SL1338* NAVD 88     -                                                        
 SL1338  ___________________________________________________________________
 SL1338  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 SL1338  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 SL1338
 SL1338  HORZ ORDER  -  THIRD
 SL1338
 SL1338.The horizontal coordinates were established by classical geodetic methods
 SL1338.and adjusted by the National Geodetic Survey in January 1998..
 SL1338
 SL1338
 SL1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1338
 SL1338.The geoid height was determined by GEOID03.
 SL1338
 SL1338;                    North         East     Units Scale Factor Converg.
 SL1338;SPC ND N     -    93,042.806   815,133.679   MT  0.99994806   +2 08 15.4
 SL1338;SPC ND N     -   305,258.55  2,674,323.09   iFT  0.99994806   +2 08 15.4
 SL1338;UTM  14      - 5,295,068.552   602,784.348   MT  0.99972982   +1 01 01.0
 SL1338
 SL1338                          SUPERSEDED SURVEY CONTROL
 SL1338
 SL1338  NAD 83(1986)-  47 48 02.75065(N)    097 37 38.54451(W) AD(       ) 4
 SL1338  NAD 27      -  47 48 02.78438(N)    097 37 37.25422(W) AD(       ) 3
 SL1338
 SL1338.Superseded values are not recommended for survey control.
 SL1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1338.See file dsdata.txt to determine how the superseded data were derived.
 SL1338
 SL1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT0278495069(NAD 83)
 SL1338_MARKER: 44 = MICROWAVE MAST
 SL1338
 SL1338  HISTORY     - Date     Condition        Report By
 SL1338  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1338
 SL1338                          STATION DESCRIPTION
 SL1338
 SL1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 SL1338'THE STATION IS THE CENTER OF THE TOP OF A 240 FOOT HIGH
 SL1338'STEEL MAST.  IT IS 1 MILE SOUTHWEST OF THE TOWN OF KEMPTON
 SL1338'AND 1/4 MILE SOUTH OF STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1748 ***********************************************************************
 TG1748  DESIGNATION -  KEN
 TG1748  PID         -  TG1748
 TG1748  STATE/COUNTY-  ND/WARD
 TG1748  USGS QUAD   -  KENMARE (1981)
 TG1748
 TG1748                         *CURRENT SURVEY CONTROL
 TG1748  ___________________________________________________________________
 TG1748* NAD 83(1996)-  48 41 52.58552(N)    102 04 58.49226(W)     ADJUSTED  
 TG1748* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 TG1748  ___________________________________________________________________
 TG1748  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 TG1748  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 TG1748
 TG1748  HORZ ORDER  -  SECOND
 TG1748
 TG1748.The horizontal coordinates were established by classical geodetic methods
 TG1748.and adjusted by the National Geodetic Survey in January 1998..
 TG1748
 TG1748.The orthometric height was scaled from a topographic map.
 TG1748
 TG1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1748
 TG1748.The geoid height was determined by GEOID03.
 TG1748
 TG1748;                    North         East     Units Scale Factor Converg.
 TG1748;SPC ND N     -   189,983.583   483,485.529   MT  0.99999318   -1 10 40.4
 TG1748;SPC ND N     -   623,305.72  1,586,238.61   iFT  0.99999318   -1 10 40.4
 TG1748;UTM  13      - 5,397,984.516   714,638.377   MT  1.00016603   +2 11 32.2
 TG1748;UTM  14      - 5,398,464.850   273,161.438   MT  1.00023221   -2 19 01.2
 TG1748
 TG1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1748!SPC ND N     -   0.99990960  x   0.99999318  =   0.99990278
 TG1748!UTM  13      -   0.99990960  x   1.00016603  =   1.00007561
 TG1748!UTM  14      -   0.99990960  x   1.00023221  =   1.00014179
 TG1748
 TG1748:                Primary Azimuth Mark                     Grid Az
 TG1748:SPC ND N     -  KENMARE MUNICIPAL TANK                   171 31 40.8
 TG1748:UTM  13      -  KENMARE MUNICIPAL TANK                   168 09 28.2
 TG1748:UTM  14      -  KENMARE MUNICIPAL TANK                   172 40 01.6
 TG1748
 TG1748|---------------------------------------------------------------------|
 TG1748| PID    Reference Object                     Distance      Geod. Az  |
 TG1748|                                                           dddmmss.s |
 TG1748| TG1750 KENMARE MUNICIPAL TANK              APPROX. 2.6 KM 1702100.4 |
 TG1748| AJ5158 KEN AZ MK                                          1800044.8 |
 TG1748| AJ5156 KEN RM 1                             20.765 METERS 18457     |
 TG1748| TG1749 KENMARE DELAX LAKES FIRE LOT        APPROX. 1.5 KM 2045531.1 |
 TG1748| AJ5157 KEN RM 2                             17.080 METERS 35356     |
 TG1748|---------------------------------------------------------------------|
 TG1748
 TG1748                          SUPERSEDED SURVEY CONTROL
 TG1748
 TG1748  NAD 83(1986)-  48 41 52.58488(N)    102 04 58.48315(W) AD(       ) 2
 TG1748  NAD 27      -  48 41 52.48620(N)    102 04 56.90680(W) AD(       ) 2
 TG1748
 TG1748.Superseded values are not recommended for survey control.
 TG1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1748.See file dsdata.txt to determine how the superseded data were derived.
 TG1748
 TG1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1463897985(NAD 83)
 TG1748_MARKER: DS = TRIANGULATION STATION DISK
 TG1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1748_STAMPING: KEN 1946
 TG1748_MARK LOGO: CGS   
 TG1748_PROJECTION: RECESSED 5 CENTIMETERS
 TG1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1748+STABILITY: SURFACE MOTION
 TG1748
 TG1748  HISTORY     - Date     Condition        Report By
 TG1748  HISTORY     - 1946     MONUMENTED       CGS
 TG1748  HISTORY     - 1962     GOOD             CGS
 TG1748  HISTORY     - 1963     GOOD             CGS
 TG1748  HISTORY     - 19830427 GOOD             NGS
 TG1748
 TG1748                          STATION DESCRIPTION
 TG1748
 TG1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1748'THE STATION IS LOCATED 1.4 MILES NORTH OF THE TOWN OF KENMARE,
 TG1748'0.7 MILE NORTH OF THE DELAX LAKES LOOKOUT TOWER, 94 FEET WEST
 TG1748'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 52, 110 FEET SOUTH
 TG1748'OF A WIRE GATE INTO CULTIVATED FIELD AND 5 FEET EAST OF A WITNESS
 TG1748'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 TG1748'KEN 1946.
 TG1748'
 TG1748'REFERENCE MARK NO. 1 IS 68.16 FEET SOUTH OF THE STATION, 99
 TG1748'FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 52 AND
 TG1748'1 FOOT EAST OF A NORTH - SOUTH FENCE LINE.  THE MARK PROJECTS
 TG1748'1 INCH AND THE DISK IS STAMPED KEN NO 1 1946.
 TG1748'
 TG1748'REFERENCE MARK NO. 2 IS 56.10 FEET NORTH OF THE STATION, 99
 TG1748'FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 52 AND
 TG1748'1 FOOT EAST OF A NORTH - SOUTH FENCE LINE.  THE MARK IS FLUSH
 TG1748'WITH THE GROUND AND THE DISK IS STAMPED KEN NO 2 1946.
 TG1748'
 TG1748'THE AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION AND 0.1 MILE
 TG1748'NORTH OF A T ROAD WEST AND A SIGN WHICH READS, KENMARE COUNTRY
 TG1748'CLUB.  IT IS 99 FEET WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 TG1748'HIGHWAY 52 AND 2 FEET EAST OF A WITNESS POST.  THE MARK IS FLUSH
 TG1748'WITH THE GROUND AND THE DISK IS STAMPED KEN 1946.
 TG1748'
 TG1748'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE TOWN
 TG1748'SQUARE IN KENMARE, GO NORTH ON U.S. HIGHWAY 52 FOR 1.1 MILES
 TG1748'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON
 TG1748'NORTH FOR 0.3 MILE AND THE STATION ON THE LEFT AS DESCRIBED.
 TG1748'
 TG1748'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TG1748
 TG1748                          STATION RECOVERY (1962)
 TG1748
 TG1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1748'THE STATION IS LOCATED 1-1/2 MILES NORTH OF THE TOWN OF KENMARE,
 TG1748'IN THE NE 1/4 OF SEC. 7,T160N,R88W, ON THE WEST RIGHT-OF-WAY
 TG1748'OF U.S. HIGHWAY 52.
 TG1748'
 TG1748'TO REACH FROM THE CROSS STREET, JUST EAST OF THE POST OFFICE
 TG1748'IN KENMARE, GO NORTH ON CENTRAL AVENUE FOR 1.1 MILES TO THE
 TG1748'JUNCTION WITH U.S. HIGHWAY 52.  CONTINUE NORTH ON U.S. HIGHWAY
 TG1748'2 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 TG1748'ON U.S. HIGHWAY 52 FOR 0.4 MILE TO THE STATION AND REFERENCE
 TG1748'MARKS ON THE LEFT.
 TG1748'
 TG1748'THE STATION MARK IS A STANDARD DISK STAMPED KEN 1946 AND SET
 TG1748'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TG1748'WITH THE GROUND.  IT IS 96 FEET WEST OF THE CENTER OF U.S.
 TG1748'HIGHWAY 52, 6 FEET EAST OF A NORTH SOUTH FENCE LINE AND 5.8
 TG1748'FEET EAST OF A WITNESS POST.
 TG1748'
 TG1748'REFERENCE MARK NO. 1, STAMPED KEN NO 1 1946, IS A STANDARD
 TG1748'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1748'IS FLUSH WITH THE GROUND.  IT IS 102 FEET WEST OF THE CENTER OF
 TG1748'U.S. HIGHWAY 52 AND 67.7 FEET SOUTH OF A WITNESS POST.
 TG1748'
 TG1748'REFERENCE MARK NO. 2, STAMPED KEN NO 2 1946, IS A STANDARD
 TG1748'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1748'IS FLUSH WITH THE GROUND.  IT IS 102 FEET WEST OF THE CENTER OF
 TG1748'U.S. HIGHWAY 52 AND 56.9 FEET NORTH OF A WITNESS POST.
 TG1748'
 TG1748'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEN 1946 AND SET
 TG1748'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TG1748'WITH THE GROUND.  IT IS 97 FEET WEST OF THE CENTER OF U.S.
 TG1748'HIGHWAY 52, 80 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 TG1748'JJ SERVICE STATION AND 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 TG1748'OF A HOUSE.
 TG1748
 TG1748                          STATION RECOVERY (1963)
 TG1748
 TG1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1748'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 TG1748'FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 TG1748'ADEQUATE.
 TG1748
 TG1748                          STATION RECOVERY (1983)
 TG1748
 TG1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 TG1748'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 TG1748'RECOVERED IN GOOD CONDITION.  THERE WAS A DIFFERENCE IN THE 1946 AND
 TG1748'1962 DIRECTIONS TO REFERENCE MARK 1.  THE 1983 OBSERVATIONS AGREE WITH
 TG1748'THE 1963 DATA FOR ALL PERIPHERAL MARKS.  THE AZIMUTH MARK WAS
 TG1748'POSITIONED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 TG1748' 
 TG1748'THE STATION IS LOCATED ABOUT 1.5 M NORTH OF KENMARE, ALONG THE WEST
 TG1748'SIDE OF HIGHWY 52 AND IN T160N, R88W, SECTION 7.  TO REACH THE STATION
 TG1748'FROM THE SOUTHEAST CORNER OF THE TOWN SQUARE IN KENMARE, GO NORTH ON
 TG1748'CENTRAL AVENUE FOR 1.8 KM (1.10 MI) TO THE JUNCTION OF HIGHWAY 52.
 TG1748'CONTINUE NORTH ON HIGHWAY 52 FOR 0.3 KM (0.20 MI) TO THE AZIMUTH MARK
 TG1748'ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.6 KM (0.35 MI) TO
 TG1748'THE STATION ON THE LEFT.
 TG1748' 
 TG1748'THE STATION IS A STANDARD CGS DISK STAMPED--KEN 1946--, SET INTO THE
 TG1748'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER
 TG1748'RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  LOCATED 29.2 METERS
 TG1748'(95.8 FT) WEST FROM THE CENTER OF HIGHWAY 52.  1.9 METER (6.2 FT) EAST
 TG1748'FROM A METAL WITNESS POST.
 TG1748' 
 TG1748'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--KEN NO 1 1946--,
 TG1748'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 TG1748'DIAMETER, RECESSED 2 INCHES (5 CM) ABOVE THE GROUND. LOCATED 31.1
 TG1748'METERS (102.0 FT) WEST FROM THE CENTER OF THE HIGHWAY. 0.37 METER
 TG1748'(1.21 FT) NORTH FROM A METAL WITNESS POST.  AND 0.3 METER (1.0 FT)
 TG1748'LOWER THAN THE STATION.
 TG1748' 
 TG1748'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--KEN NO 2 1946--,
 TG1748'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 TG1748'DIAMETER, RECESSED 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED 31.1
 TG1748'METERS (102.0 FT) WEST FROM THE CENTER OF THE HIGHWAY.  0.34 METER
 TG1748'(1.12 FT) SOUTH FROM A METAL WITNESS POST AND 0.3 METER (1.0 FT) LOWER
 TG1748'THAN THE STATION.
 TG1748' 
 TG1748'AZIMUTH MARK NO 1 IS A STANDARD CGS AZIMUTH DISK STAMPED--KEN 1946--,
 TG1748'SET INTO THE TOP OF SQUARE CONCRETE MONUMENT (30 CM) 12 INCHES ON
 TG1748'SIDE, RECESSED 5 CM (2 INCHES) BELOW THE GROUND.  IT IS 29.6 M
 TG1748'(97.1 FT) WEST OF THE CENTER OF HIGHWAY 52, 24.4 M (80.1 FT).
 TG1748'NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED SERVICE STATION,
 TG1748'8.5 M (27.9 FT) , SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD HOUSE
 TG1748'AND 0.46 M (1.51 FT) NORTH OF A METAL WITNESS POST.
 TG1748'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0125 ***********************************************************************
 TG0125  DESIGNATION -  KENASTON
 TG0125  PID         -  TG0125
 TG0125  STATE/COUNTY-  ND/WARD
 TG0125  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0125
 TG0125                         *CURRENT SURVEY CONTROL
 TG0125  ___________________________________________________________________
 TG0125* NAD 83(1996)-  48 33 39.35953(N)    102 09 52.39215(W)     ADJUSTED  
 TG0125* NAVD 88     -       711.235  (meters)    2333.44   (feet)  ADJUSTED  
 TG0125  ___________________________________________________________________
 TG0125  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 TG0125  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG0125  DYNAMIC HT  -         711.358 (meters)    2333.85  (feet)  COMP
 TG0125  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 TG0125
 TG0125  HORZ ORDER  -  SECOND
 TG0125  VERT ORDER  -  SECOND    CLASS 0
 TG0125
 TG0125.The horizontal coordinates were established by classical geodetic methods
 TG0125.and adjusted by the National Geodetic Survey in January 1998..
 TG0125
 TG0125.The orthometric height was determined by differential leveling
 TG0125.and adjusted by the National Geodetic Survey in June 1991..
 TG0125
 TG0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0125
 TG0125.The geoid height was determined by GEOID03.
 TG0125
 TG0125.The dynamic height is computed by dividing the NAVD 88
 TG0125.geopotential number by the normal gravity value computed on the
 TG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0125.degrees latitude (g = 980.6199 gals.).
 TG0125
 TG0125.The modeled gravity was interpolated from observed gravity values.
 TG0125
 TG0125;                    North         East     Units Scale Factor Converg.
 TG0125;SPC ND N     -   174,878.600   477,147.867   MT  0.99997039   -1 14 19.1
 TG0125;SPC ND N     -   573,748.69  1,565,445.76   iFT  0.99997039   -1 14 19.1
 TG0125;UTM  13      - 5,382,530.698   709,198.021   MT  1.00013771   +2 07 35.0
 TG0125
 TG0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0125!SPC ND N     -   0.99989152  x   0.99997039  =   0.99986192
 TG0125!UTM  13      -   0.99989152  x   1.00013771  =   1.00002922
 TG0125
 TG0125:                Primary Azimuth Mark                     Grid Az
 TG0125:SPC ND N     -  KENMARE DELAX LAKES FIRE LOT             022 24 50.3
 TG0125:UTM  13      -  KENMARE DELAX LAKES FIRE LOT             019 02 56.2
 TG0125
 TG0125|---------------------------------------------------------------------|
 TG0125| PID    Reference Object                     Distance      Geod. Az  |
 TG0125|                                                           dddmmss.s |
 TG0125| TG1749 KENMARE DELAX LAKES FIRE LOT        APPROX.14.8 KM 0211031.2 |
 TG0125| TG1750 KENMARE MUNICIPAL TANK              APPROX.14.2 KM 0265955.0 |
 TG0125| TG1751 BETHLEHEM LUTH CHURCH STEEPLE       APPROX. 3.6 KM 1570134.9 |
 TG0125| TG0126 KENASTON RM 1                        28.690 METERS 15941     |
 TG0125| TG0124 KENASTON RM 2                        20.203 METERS 26450     |
 TG0125| TG0123 KENASTON AZ MK                                     2693802.6 |
 TG0125| TG1754 NIOBE RADAR TOWER                   APPROX.13.8 KM 3113015.0 |
 TG0125| TG1752 NIOBE ELMDALE LUTH CH BELFRY        APPROX.14.7 KM 3441813.5 |
 TG0125| CQ7950 KENASTON AZ MK 2                                   3465547.2 |
 TG0125|---------------------------------------------------------------------|
 TG0125
 TG0125                          SUPERSEDED SURVEY CONTROL
 TG0125
 TG0125  NAD 83(1986)-  48 33 39.35960(N)    102 09 52.38511(W) AD(       ) 2
 TG0125  NAD 27      -  48 33 39.26700(N)    102 09 50.80570(W) AD(       ) 2
 TG0125  NGVD 29 (??/??/92)  710.810  (m)         2332.05   (f) ADJ UNCH    2 0
 TG0125
 TG0125.Superseded values are not recommended for survey control.
 TG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0125.See file dsdata.txt to determine how the superseded data were derived.
 TG0125
 TG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0919882531(NAD 83)
 TG0125_MARKER: DS = TRIANGULATION STATION DISK
 TG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0125_STAMPING: KENASTON 1946
 TG0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0125+STABILITY: SURFACE MOTION
 TG0125
 TG0125  HISTORY     - Date     Condition        Report By
 TG0125  HISTORY     - 1946     MONUMENTED       CGS
 TG0125  HISTORY     - 1961     GOOD             LOCSUR
 TG0125  HISTORY     - 1962     GOOD             CGS
 TG0125  HISTORY     - 1963     GOOD             CGS
 TG0125  HISTORY     - 1963     GOOD             NGS
 TG0125
 TG0125                          STATION DESCRIPTION
 TG0125
 TG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0125'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF KENMARE,
 TG0125'1.0 MILE NORTH OF STATE HIGHWAY NO. 50, 0.2 MILE EAST OF A
 TG0125'CROSSROADS, 47 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 TG0125'7 FEET NORTH OF THE BANK OF THE ROAD DITCH.  THE MARK IS ABOUT
 TG0125'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 TG0125'STAMPED 1946 KENASTON.
 TG0125'
 TG0125'REFERENCE MARK NO. 1 IS 94.20 FEET SOUTH-SOUTHEAST OF THE
 TG0125'STATION, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET
 TG0125'EAST OF A TELEPHONE POLE AND 2 FEET EAST OF A WITNESS POST.
 TG0125'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED NO 1 1946
 TG0125'KENASTON.
 TG0125'
 TG0125'REFERENCE MARK NO. 2 IS 66.40 FEET WEST OF THE STATION AND
 TG0125'41 FEET NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 TG0125'2 INCHES AND THE DISK IS STAMPED NO 2 1946 KENASTON.
 TG0125'
 TG0125'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 0.1 MILE WEST
 TG0125'OF A DRIVE LEADING TO A FARM HOME, 24 FEET NORTH OF THE
 TG0125'CENTERLINE OF THE ROAD AND 3 FEET EAST OF A WITNESS POST.
 TG0125'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED 1946 KENASTON.
 TG0125'
 TG0125'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND STATE
 TG0125'HIGHWAY NO. 8 NORTH OF STANLEY, GO WEST AND NORTH ON STATE
 TG0125'HIGHWAY NO. 8 FOR 15.6 MILES TO COUNTY LINE AND STATE HIGHWAY
 TG0125'NO. 50.  TURN RIGHT ON STATE HIGHWAY NO. 50 FOR 12.3 MILES
 TG0125'TO CROSSROADS, TURN LEFT FOR 1.0 MILE, TURN LEFT AND WEST
 TG0125'FOR 0.8 MILE TO STATION ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 TG0125'FOR 0.5 MILE TO AZIMUTH MARK ON THE RIGHT.
 TG0125'
 TG0125'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG0125
 TG0125                          STATION RECOVERY (1961)
 TG0125
 TG0125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961 (ODJ)
 TG0125'RECOVERED BY AERIAL CONTROL GEOTRONICS.
 TG0125'
 TG0125'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 TG0125'THE AZIMUTH MARK WAS FOUND LYING ON TOP OF GROUND APPROXIMATELY
 TG0125'0.2 MILE WEST OF ITS MONUMENTED LOCATION.  THE DISK WAS
 TG0125'REMOVED AND SHIPPED TO U.S.C. AND G.S.
 TG0125
 TG0125                          STATION RECOVERY (1962)
 TG0125
 TG0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG0125'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TG0125'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 TG0125'DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 TG0125'
 TG0125'A NEW TO REACH DESCRIPTION FOLLOWS--
 TG0125'
 TG0125'TO REACH FROM THE POST OFFICE IN COULEE, GO NORTH FOR 0.05
 TG0125'MILE.  TURN LEFT AND FOLLOW STATE HIGHWAY 50 WEST FOR 7.3
 TG0125'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.6 MILE
 TG0125'TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 TG0125'CONTINUE AHEAD, NORTH, FOR 0.4 MILE TO A CROSSROAD.  TURN
 TG0125'RIGHT AND GO EAST FOR 0.2 MILE TO THE STATION ON THE LEFT,
 TG0125'NORTH, SIDE OF THE ROAD.
 TG0125'
 TG0125'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KENASTON 1962
 TG0125'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TG0125'WHICH PROJECTS 4 INCHES.  IT IS 20 FEET EAST OF THE CENTER
 TG0125'OF A ROAD, 1 FOOT EAST OF A FENCE AND 8.7 FEET NORTH OF A
 TG0125'WITNESS POST.
 TG0125
 TG0125                          STATION RECOVERY (1963)
 TG0125
 TG0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG0125'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO
 TG0125'BE IN GOOD CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE.
 TG0125
 TG0125                          STATION RECOVERY (1963)
 TG0125
 TG0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0125'7.5 MI W FROM COULEE.
 TG0125'ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0125'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 TG0125'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, ON THE TOP OF A
 TG0125'RIDGE, IN THE SOUTH EDGE OF A CULTIVATED FIELD, 47 FEET NORTH OF THE
 TG0125'CENTERLINE OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 TG0125'SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDER THE GROUND, S 27, R
 TG0125'89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0123 ***********************************************************************
 TG0123  DESIGNATION -  KENASTON AZ MK
 TG0123  PID         -  TG0123
 TG0123  STATE/COUNTY-  ND/WARD
 TG0123  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0123
 TG0123                         *CURRENT SURVEY CONTROL
 TG0123  ___________________________________________________________________
 TG0123* NAD 83(1986)-  48 33 13.     (N)    102 10 08.     (W)     SCALED    
 TG0123* NAVD 88     -       714.175  (meters)    2343.09   (feet)  ADJUSTED  
 TG0123  ___________________________________________________________________
 TG0123  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG0123  DYNAMIC HT  -         714.298 (meters)    2343.49  (feet)  COMP
 TG0123  MODELED GRAV-     980,758.9   (mgal)                       NAVD 88
 TG0123
 TG0123  VERT ORDER  -  SECOND    CLASS 0
 TG0123
 TG0123.The horizontal coordinates were scaled from a topographic map and have
 TG0123.an estimated accuracy of +/- 6 seconds.
 TG0123
 TG0123.The orthometric height was determined by differential leveling
 TG0123.and adjusted by the National Geodetic Survey in June 1991..
 TG0123
 TG0123.The geoid height was determined by GEOID03.
 TG0123
 TG0123.The dynamic height is computed by dividing the NAVD 88
 TG0123.geopotential number by the normal gravity value computed on the
 TG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0123.degrees latitude (g = 980.6199 gals.).
 TG0123
 TG0123.The modeled gravity was interpolated from observed gravity values.
 TG0123
 TG0123;                    North         East    Units  Estimated Accuracy
 TG0123;SPC ND N     -   174,070.      476,810.      MT  (+/- 180 meters Scaled)
 TG0123
 TG0123                          SUPERSEDED SURVEY CONTROL
 TG0123
 TG0123  NGVD 29 (??/??/92)  713.751  (m)         2341.70   (f) ADJ UNCH    2 0
 TG0123
 TG0123.Superseded values are not recommended for survey control.
 TG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0123.See file dsdata.txt to determine how the superseded data were derived.
 TG0123
 TG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP089817(NAD 83)
 TG0123_MARKER: DZ = AZIMUTH MARK DISK
 TG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0123_STAMPING: KENASTONE 1946 1962
 TG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0123+STABILITY: SURFACE MOTION
 TG0123
 TG0123  HISTORY     - Date     Condition        Report By
 TG0123  HISTORY     - 1946     MONUMENTED       CGS
 TG0123  HISTORY     - 1963     GOOD             NGS
 TG0123
 TG0123                          STATION DESCRIPTION
 TG0123
 TG0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0123'6.8 MI W FROM COULEE.
 TG0123'ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0123'RAILWAY STATION AT COULEE, THENCE 0.5 MILE NORTH ALONG A GRADED DIRT
 TG0123'ROAD, IN THE EDGE OF A CULTIVATED FIELD, 205 FEET EAST AND ACROSS THE
 TG0123'ROAD FROM THE SOUTHEAST CORNER OF A SMALL RED BARN, 21.5 FEET EAST OF
 TG0123'THE CENTERLINE OF THE ROAD, 1.0 FOOT EAST OF A FENCE, 1.1 FEET EAST OF
 TG0123'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 TG0123'A CONCRETE POST PROJECTING 3 INCHES, S 34, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0126 ***********************************************************************
 TG0126  DESIGNATION -  KENASTON RM 1
 TG0126  PID         -  TG0126
 TG0126  STATE/COUNTY-  ND/WARD
 TG0126  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0126
 TG0126                         *CURRENT SURVEY CONTROL
 TG0126  ___________________________________________________________________
 TG0126* NAD 83(1986)-  48 33 39.     (N)    102 09 52.     (W)     SCALED    
 TG0126* NAVD 88     -       712.138  (meters)    2336.41   (feet)  ADJUSTED  
 TG0126  ___________________________________________________________________
 TG0126  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG0126  DYNAMIC HT  -         712.262 (meters)    2336.81  (feet)  COMP
 TG0126  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 TG0126
 TG0126  VERT ORDER  -  SECOND    CLASS 0
 TG0126
 TG0126.The horizontal coordinates were scaled from a topographic map and have
 TG0126.an estimated accuracy of +/- 6 seconds.
 TG0126
 TG0126.The orthometric height was determined by differential leveling
 TG0126.and adjusted by the National Geodetic Survey in June 1991..
 TG0126
 TG0126.The geoid height was determined by GEOID03.
 TG0126
 TG0126.The dynamic height is computed by dividing the NAVD 88
 TG0126.geopotential number by the normal gravity value computed on the
 TG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0126.degrees latitude (g = 980.6199 gals.).
 TG0126
 TG0126.The modeled gravity was interpolated from observed gravity values.
 TG0126
 TG0126;                    North         East    Units  Estimated Accuracy
 TG0126;SPC ND N     -   174,870.      477,160.      MT  (+/- 180 meters Scaled)
 TG0126
 TG0126                          SUPERSEDED SURVEY CONTROL
 TG0126
 TG0126  NGVD 29 (??/??/92)  711.714  (m)         2335.01   (f) ADJ UNCH    2 0
 TG0126
 TG0126.Superseded values are not recommended for survey control.
 TG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0126.See file dsdata.txt to determine how the superseded data were derived.
 TG0126
 TG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP092825(NAD 83)
 TG0126_MARKER: DR = REFERENCE MARK DISK
 TG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0126_STAMPING: KENASTON NO 1 1946
 TG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0126+STABILITY: SURFACE MOTION
 TG0126
 TG0126  HISTORY     - Date     Condition        Report By
 TG0126  HISTORY     - 1946     MONUMENTED       CGS
 TG0126  HISTORY     - 1963     GOOD             NGS
 TG0126
 TG0126                          STATION DESCRIPTION
 TG0126
 TG0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0126'7.5 MI W FROM COULEE.
 TG0126'ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0126'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 TG0126'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, ON THE TOP OF A
 TG0126'RIDGE, 94.1 FEET SOUTHEAST ACROSS THE ROAD FROM THE STATION MARK, 40.5
 TG0126'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.5 FEET EAST OF A T-FENCE
 TG0126'CORNER, 1 FOOT NORTH OF A FENCE, 4.5 FEET EAST OF A METAL WITNESS
 TG0126'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TG0126'A CONCRETE POST PROJECTING 3 INCHES, S 34, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0124 ***********************************************************************
 TG0124  DESIGNATION -  KENASTON RM 2
 TG0124  PID         -  TG0124
 TG0124  STATE/COUNTY-  ND/WARD
 TG0124  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0124
 TG0124                         *CURRENT SURVEY CONTROL
 TG0124  ___________________________________________________________________
 TG0124* NAD 83(1986)-  48 33 39.     (N)    102 09 52.     (W)     SCALED    
 TG0124* NAVD 88     -       710.299  (meters)    2330.37   (feet)  ADJUSTED  
 TG0124  ___________________________________________________________________
 TG0124  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG0124  DYNAMIC HT  -         710.423 (meters)    2330.78  (feet)  COMP
 TG0124  MODELED GRAV-     980,760.2   (mgal)                       NAVD 88
 TG0124
 TG0124  VERT ORDER  -  SECOND    CLASS 0
 TG0124
 TG0124.The horizontal coordinates were scaled from a topographic map and have
 TG0124.an estimated accuracy of +/- 6 seconds.
 TG0124
 TG0124.The orthometric height was determined by differential leveling
 TG0124.and adjusted by the National Geodetic Survey in June 1991..
 TG0124
 TG0124.The geoid height was determined by GEOID03.
 TG0124
 TG0124.The dynamic height is computed by dividing the NAVD 88
 TG0124.geopotential number by the normal gravity value computed on the
 TG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0124.degrees latitude (g = 980.6199 gals.).
 TG0124
 TG0124.The modeled gravity was interpolated from observed gravity values.
 TG0124
 TG0124;                    North         East    Units  Estimated Accuracy
 TG0124;SPC ND N     -   174,870.      477,160.      MT  (+/- 180 meters Scaled)
 TG0124
 TG0124                          SUPERSEDED SURVEY CONTROL
 TG0124
 TG0124  NGVD 29 (??/??/92)  709.875  (m)         2328.98   (f) ADJ UNCH    2 0
 TG0124
 TG0124.Superseded values are not recommended for survey control.
 TG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0124.See file dsdata.txt to determine how the superseded data were derived.
 TG0124
 TG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP092825(NAD 83)
 TG0124_MARKER: DR = REFERENCE MARK DISK
 TG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0124_STAMPING: KENASTON NO 2 1946
 TG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0124+STABILITY: SURFACE MOTION
 TG0124
 TG0124  HISTORY     - Date     Condition        Report By
 TG0124  HISTORY     - 1946     MONUMENTED       CGS
 TG0124  HISTORY     - 1963     GOOD             NGS
 TG0124
 TG0124                          STATION DESCRIPTION
 TG0124
 TG0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0124'7.5 MI W FROM COULEE.
 TG0124'ABOUT 6.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0124'RAILWAY STATION AT COULEE, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT
 TG0124'ROAD, THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, ON THE WEST SLOPE
 TG0124'OF A SHARP RIDGE, IN THE EDGE OF A CULTIVATED FIELD, 66.3 FEET WEST OF
 TG0124'THE STATION MARK, 41.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, ABOUT
 TG0124'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0124'POST PROJECTING 3 INCHES, S 27, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1749 ***********************************************************************
 TG1749  DESIGNATION -  KENMARE DELAX LAKES FIRE LOT
 TG1749  PID         -  TG1749
 TG1749  STATE/COUNTY-  ND/WARD
 TG1749  USGS QUAD   -  KENMARE (1981)
 TG1749
 TG1749                         *CURRENT SURVEY CONTROL
 TG1749  ___________________________________________________________________
 TG1749* NAD 83(1996)-  48 41 07.25876(N)    102 05 30.30428(W)     ADJUSTED  
 TG1749* NAVD 88     -                                                        
 TG1749  ___________________________________________________________________
 TG1749  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 TG1749  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TG1749
 TG1749  HORZ ORDER  -  THIRD
 TG1749
 TG1749.The horizontal coordinates were established by classical geodetic methods
 TG1749.and adjusted by the National Geodetic Survey in January 1998..
 TG1749
 TG1749
 TG1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1749
 TG1749.The geoid height was determined by GEOID03.
 TG1749
 TG1749;                    North         East     Units Scale Factor Converg.
 TG1749;SPC ND N     -   188,597.162   482,806.233   MT  0.99999084   -1 11 04.1
 TG1749;SPC ND N     -   618,757.09  1,584,009.95   iFT  0.99999084   -1 11 04.1
 TG1749;UTM  13      - 5,396,560.317   714,041.649   MT  1.00016289   +2 11 06.7
 TG1749
 TG1749                          SUPERSEDED SURVEY CONTROL
 TG1749
 TG1749  NAD 83(1986)-  48 41 07.25872(N)    102 05 30.29451(W) AD(       ) 4
 TG1749  NAD 27      -  48 41 07.13100(N)    102 05 28.73600(W) AD(       ) 3
 TG1749
 TG1749.Superseded values are not recommended for survey control.
 TG1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1749.See file dsdata.txt to determine how the superseded data were derived.
 TG1749
 TG1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1404296560(NAD 83)
 TG1749_MARKER: 57 = LOOKOUT TOWER
 TG1749
 TG1749  HISTORY     - Date     Condition        Report By
 TG1749  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1749
 TG1749                          STATION DESCRIPTION
 TG1749
 TG1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1749'THE LOOKOUT TOWER IS LOCATED 1 MILE NORTH OF THE TOWN OF
 TG1749'KENMARE AND ABOUT 300 YARDS WEST OF U.S. HIGHWAY 52.  IT IS A
 TG1749'FOUR LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH.  AT THE
 TG1749'TOP OF THE TOWER IS A GLASS INCLOSED CAB AND THE APEX OF THE
 TG1749'ROOF WAS THE POINT INTERSECTED.
 TG1749'
 TG1749'TO REACH THE TOWER FROM THE NORTHEAST CORNER OF THE TOWN
 TG1749'SQUARE IN KENMARE, GO NORTH ON U.S. HIGHWAY 52 FOR 1 MILE TO A
 TG1749'T ROAD LEFT AND SIGN WHICH READS KENMARE COUNTRY CLUB.  TURN
 TG1749'WEST ON DIRT ROAD AND GO WEST FOR 0.2 MILE AND THE LOOKOUT
 TG1749'TOWER ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1750 ***********************************************************************
 TG1750  DESIGNATION -  KENMARE MUNICIPAL TANK
 TG1750  PID         -  TG1750
 TG1750  STATE/COUNTY-  ND/WARD
 TG1750  USGS QUAD   -  KENMARE (1981)
 TG1750
 TG1750                         *CURRENT SURVEY CONTROL
 TG1750  ___________________________________________________________________
 TG1750* NAD 83(1996)-  48 40 29.12615(N)    102 04 37.06486(W)     ADJUSTED  
 TG1750* NAVD 88     -                                                        
 TG1750  ___________________________________________________________________
 TG1750  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 TG1750  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 TG1750
 TG1750  HORZ ORDER  -  THIRD
 TG1750
 TG1750.The horizontal coordinates were established by classical geodetic methods
 TG1750.and adjusted by the National Geodetic Survey in January 1998..
 TG1750
 TG1750
 TG1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1750
 TG1750.The geoid height was determined by GEOID03.
 TG1750
 TG1750;                    North         East     Units Scale Factor Converg.
 TG1750;SPC ND N     -   187,397.105   483,870.787   MT  0.99998891   -1 10 24.5
 TG1750;SPC ND N     -   614,819.90  1,587,502.58   iFT  0.99998891   -1 10 24.5
 TG1750;UTM  13      - 5,395,424.704   715,175.097   MT  1.00016887   +2 11 45.5
 TG1750;UTM  14      - 5,395,870.604   273,495.301   MT  1.00023035   -2 18 42.1
 TG1750
 TG1750                          SUPERSEDED SURVEY CONTROL
 TG1750
 TG1750  NAD 83(1986)-  48 40 29.12597(N)    102 04 37.05540(W) AD(       ) 4
 TG1750  NAD 27      -  48 40 29.01800(N)    102 04 35.47800(W) AD(       ) 3
 TG1750
 TG1750.Superseded values are not recommended for survey control.
 TG1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1750.See file dsdata.txt to determine how the superseded data were derived.
 TG1750
 TG1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1517595425(NAD 83)
 TG1750_MARKER: 53 = ELEVATED TANK
 TG1750
 TG1750  HISTORY     - Date     Condition        Report By
 TG1750  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1750
 TG1750                          STATION DESCRIPTION
 TG1750
 TG1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1750'THE WATER TANK IS LOCATED IN THE EASTERN SECTION OF THE TOWN OF
 TG1750'KENMARE, 3-1/2 BLOCKS EAST OF U.S. HIGHWAY 52.  IT IS A FOUR
 TG1750'LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.  THE BODY OF THE
 TG1750'TANK IS MADE OF WOOD AND PAINTED WHITE.  THE POINT INTERSECTED
 TG1750'WAS THE EXTREME TOP OF THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1137 ***********************************************************************
 SM1137  DESIGNATION -  KENSAL
 SM1137  PID         -  SM1137
 SM1137  STATE/COUNTY-  ND/STUTSMAN
 SM1137  USGS QUAD   -  KENSAL (1951)
 SM1137
 SM1137                         *CURRENT SURVEY CONTROL
 SM1137  ___________________________________________________________________
 SM1137* NAD 83(1996)-  47 17 14.38093(N)    098 44 35.29938(W)     ADJUSTED  
 SM1137* NAVD 88     -       478.1    (meters)    1569.     (feet)  VERTCON   
 SM1137  ___________________________________________________________________
 SM1137  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 SM1137  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 SM1137
 SM1137  HORZ ORDER  -  FIRST
 SM1137
 SM1137.The horizontal coordinates were established by classical geodetic methods
 SM1137.and adjusted by the National Geodetic Survey in January 1998..
 SM1137
 SM1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1137
 SM1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1137
 SM1137.The geoid height was determined by GEOID03.
 SM1137
 SM1137;                    North         East     Units Scale Factor Converg.
 SM1137;SPC ND S     -   181,637.691   732,886.364   MT  0.99996705   +1 16 53.1
 SM1137;SPC ND S     -   595,924.18  2,404,482.82   iFT  0.99996705   +1 16 53.1
 SM1137;UTM  14      - 5,237,126.627   519,423.086   MT  0.99960464   +0 11 19.4
 SM1137
 SM1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1137!SPC ND S     -   0.99992884  x   0.99996705  =   0.99989589
 SM1137!UTM  14      -   0.99992884  x   0.99960464  =   0.99953351
 SM1137
 SM1137|---------------------------------------------------------------------|
 SM1137| PID    Reference Object                     Distance      Geod. Az  |
 SM1137|                                                           dddmmss.s |
 SM1137| CO5748 KENSAL RM 1                          25.755 METERS 09638     |
 SM1137| CO5747 KENSAL AZ MK                                       1775956.7 |
 SM1137| CO5749 KENSAL RM 2                          24.125 METERS 32546     |
 SM1137|---------------------------------------------------------------------|
 SM1137
 SM1137                          SUPERSEDED SURVEY CONTROL
 SM1137
 SM1137  NAD 83(1986)-  47 17 14.38295(N)    098 44 35.29517(W) AD(       ) 1
 SM1137  NAD 27      -  47 17 14.39514(N)    098 44 33.91853(W) AD(       ) 1
 SM1137  NGVD 29 (07/19/86)  477.7    (m)         1567.     (f) VERT ANG       
 SM1137
 SM1137.Superseded values are not recommended for survey control.
 SM1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1137.See file dsdata.txt to determine how the superseded data were derived.
 SM1137
 SM1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1942337127(NAD 83)
 SM1137_MARKER: DS = TRIANGULATION STATION DISK
 SM1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1137
 SM1137  HISTORY     - Date     Condition        Report By
 SM1137  HISTORY     - 1967     MONUMENTED       CGS
 SM1137
 SM1137                          STATION DESCRIPTION
 SM1137
 SM1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1137'STATION IS LOCATED ON A LOW HILL, INSIDE A FENCED PASTURE LOT, ABOUT
 SM1137'1 MILE SOUTH-SOUTHWEST OF THE SMALL TOWN OF KENSAL, IN THE
 SM1137'SOUTHEAST 1/4 OF SECTION 14.  T 144 N.  R 64 W AND ON PROPERTY
 SM1137'WHICH IS OWNED BY A MR. L.L. TIMMS.
 SM1137'
 SM1137'STATION IS REACHED FROM THE POST OFFICE IN KENSAL.  GO WEST AND
 SM1137'SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO A RAILROAD
 SM1137'CROSSING.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.1 MILE TO A
 SM1137'T-SURFACED ROAD.  TURN RIGHT AND GO WEST ON SURFACED ROAD FOR
 SM1137'0.2 MILE TO A FORK.  KEEP LEFT AND CONTINUE ON SURFACED ROAD
 SM1137'FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 9.  TURN
 SM1137'LEFT AND GO SOUTH ON HIGHWAY 9 FOR 0.6 MILE TO THE STATION ON
 SM1137'THE RIGHT.
 SM1137'
 SM1137'AZIMUTH MARK IS REACHED FROM THIS POINT.  GO SOUTH ON HIGHWAY
 SM1137'9 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 SM1137'
 SM1137'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 SM1137'MONUMENTS.
 SM1137'
 SM1137'STATION MARK DISK IS STAMPED KENSAL 1967 AND THE MARK IS FLUSH
 SM1137'WITH THE SURFACE OF THE GROUND.  MARK IS 201.5 FEET WEST OF THE
 SM1137'CENTER OF STATE HIGHWAY 9, 132.2 FEET NORTHEAST OF THE
 SM1137'NORTHEAST CORNER OF A 16 FT X 16 FT WOOD WELL HOUSE, 111 FEET
 SM1137'NORTHWEST OF THE CENTER OF A WIRE GATE, 85.5 FEET WEST OF A
 SM1137'NORTH-SOUTH FENCELINE AND 60.8 FEET NORTHWEST OF A POWERLINE
 SM1137'POLE WITH A TRANSFORMER ATTACHED.
 SM1137'
 SM1137'REFERENCE MARK NUMBER 1 DISK IS STAMPED KENSAL NO 1 1967 AND
 SM1137'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 117
 SM1137'FEET WEST OF THE CENTER OF HIGHWAY 9, 57.1 FEET NORTHEAST OF THE
 SM1137'POWERLINE POLE AND 1 FOOT WEST OF THE NORTH-SOUTH FENCELINE.
 SM1137'
 SM1137'REFERENCE MARK NUMBER 2 DISK IS STAMPED KENSAL NO 2 1967 AND THE
 SM1137'MARK IS FLUSH WITH THE GROUND.  MARK IS 138.0 FEET WEST OF THE
 SM1137'NORTH-SOUTH FENCELINE.
 SM1137'
 SM1137'AZIMUTH MARK DISK IS STAMPED KENSAL 1967 AND THE MARK PROJECTS
 SM1137'ABOUT 3 INCHES.  MARK IS 41.8 FEET SOUTHWEST OF A POWERLINE POLE,
 SM1137'100 FEET WEST OF THE CENTER OF HIGHWAY 9, 11.6 FEET NORTH OF THE
 SM1137'NORTH GATE POST OF A WIRE GATE, 3.0 FEET SOUTH OF A METAL WITNESS
 SM1137'POST AND 1.2 FEET EAST OF A NORTH-SOUTH FENCELINE.
 SM1137'
 SM1137'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KENSAL
 SM1137'RM A.
 SM1137'
 SM1137'HEIGHT OF LIGHT ABOVE STATION MARK 22.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1136 ***********************************************************************
 SM1136  DESIGNATION -  KENSAL MUNICIPAL TANK
 SM1136  PID         -  SM1136
 SM1136  STATE/COUNTY-  ND/STUTSMAN
 SM1136  USGS QUAD   -  KENSAL (1951)
 SM1136
 SM1136                         *CURRENT SURVEY CONTROL
 SM1136  ___________________________________________________________________
 SM1136* NAD 83(1996)-  47 18 12.13707(N)    098 44 07.95595(W)     ADJUSTED  
 SM1136* NAVD 88     -                                                        
 SM1136  ___________________________________________________________________
 SM1136  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 SM1136  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 SM1136
 SM1136  HORZ ORDER  -  THIRD
 SM1136
 SM1136.The horizontal coordinates were established by classical geodetic methods
 SM1136.and adjusted by the National Geodetic Survey in January 1998..
 SM1136
 SM1136
 SM1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1136
 SM1136.The geoid height was determined by GEOID03.
 SM1136
 SM1136;                    North         East     Units Scale Factor Converg.
 SM1136;SPC ND S     -   183,433.708   733,420.713   MT  0.99996930   +1 17 13.1
 SM1136;SPC ND S     -   601,816.63  2,406,235.94   iFT  0.99996930   +1 17 13.1
 SM1136;UTM  14      - 5,238,911.480   519,991.380   MT  0.99960491   +0 11 39.7
 SM1136
 SM1136                          SUPERSEDED SURVEY CONTROL
 SM1136
 SM1136  NAD 83(1986)-  47 18 12.13861(N)    098 44 07.95161(W) AD(       ) 4
 SM1136  NAD 27      -  47 18 12.15470(N)    098 44 06.57366(W) AD(       ) 3
 SM1136
 SM1136.Superseded values are not recommended for survey control.
 SM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1136.See file dsdata.txt to determine how the superseded data were derived.
 SM1136
 SM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1999138911(NAD 83)
 SM1136_MARKER: 53 = ELEVATED TANK
 SM1136
 SM1136  HISTORY     - Date     Condition        Report By
 SM1136  HISTORY     - 1967     FIRST OBSERVED   CGS
 SM1136
 SM1136                          STATION DESCRIPTION
 SM1136
 SM1136'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1135 ***********************************************************************
 SM1135  DESIGNATION -  KENSAL NW BELL MICROWAVE MAST
 SM1135  PID         -  SM1135
 SM1135  STATE/COUNTY-  ND/STUTSMAN
 SM1135  USGS QUAD   -  KENSAL (1951)
 SM1135
 SM1135                         *CURRENT SURVEY CONTROL
 SM1135  ___________________________________________________________________
 SM1135* NAD 83(1996)-  47 16 07.64657(N)    098 43 58.34963(W)     ADJUSTED  
 SM1135* NAVD 88     -                                                        
 SM1135  ___________________________________________________________________
 SM1135  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 SM1135  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM1135
 SM1135  HORZ ORDER  -  THIRD
 SM1135
 SM1135.The horizontal coordinates were established by classical geodetic methods
 SM1135.and adjusted by the National Geodetic Survey in January 1998..
 SM1135
 SM1135
 SM1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1135
 SM1135.The geoid height was determined by GEOID03.
 SM1135
 SM1135;                    North         East     Units Scale Factor Converg.
 SM1135;SPC ND S     -   179,594.786   733,708.930   MT  0.99996454   +1 17 20.1
 SM1135;SPC ND S     -   589,221.74  2,407,181.53   iFT  0.99996454   +1 17 20.1
 SM1135;UTM  14      - 5,235,069.151   520,206.262   MT  0.99960502   +0 11 46.4
 SM1135
 SM1135                          SUPERSEDED SURVEY CONTROL
 SM1135
 SM1135  NAD 83(1986)-  47 16 07.64876(N)    098 43 58.34487(W) AD(       ) 4
 SM1135  NAD 27      -  47 16 07.71361(N)    098 43 56.99960(W) AD(       ) 3
 SM1135
 SM1135.Superseded values are not recommended for survey control.
 SM1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1135.See file dsdata.txt to determine how the superseded data were derived.
 SM1135
 SM1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2020635069(NAD 83)
 SM1135_MARKER: 44 = MICROWAVE MAST
 SM1135
 SM1135  HISTORY     - Date     Condition        Report By
 SM1135  HISTORY     - 1967     FIRST OBSERVED   CGS
 SM1135
 SM1135                          STATION DESCRIPTION
 SM1135
 SM1135'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1138 ***********************************************************************
 SM1138  DESIGNATION -  KENSAL RM A
 SM1138  PID         -  SM1138
 SM1138  STATE/COUNTY-  ND/STUTSMAN
 SM1138  USGS QUAD   -  KENSAL (1951)
 SM1138
 SM1138                         *CURRENT SURVEY CONTROL
 SM1138  ___________________________________________________________________
 SM1138* NAD 83(1996)-  47 17 13.62514(N)    098 44 35.86212(W)     ADJUSTED  
 SM1138* NAVD 88     -       477.4    (meters)    1566.     (feet)  VERTCON   
 SM1138  ___________________________________________________________________
 SM1138  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 SM1138  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 SM1138
 SM1138  HORZ ORDER  -  FIRST
 SM1138
 SM1138.The horizontal coordinates were established by classical geodetic methods
 SM1138.and adjusted by the National Geodetic Survey in January 1998..
 SM1138
 SM1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1138
 SM1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1138
 SM1138.The geoid height was determined by GEOID03.
 SM1138
 SM1138;                    North         East     Units Scale Factor Converg.
 SM1138;SPC ND S     -   181,614.092   732,875.064   MT  0.99996702   +1 16 52.7
 SM1138;SPC ND S     -   595,846.76  2,404,445.75   iFT  0.99996702   +1 16 52.7
 SM1138;UTM  14      - 5,237,103.257   519,411.343   MT  0.99960463   +0 11 19.0
 SM1138
 SM1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1138!SPC ND S     -   0.99992895  x   0.99996702  =   0.99989597
 SM1138!UTM  14      -   0.99992895  x   0.99960463  =   0.99953360
 SM1138
 SM1138:                Primary Azimuth Mark                     Grid Az
 SM1138:SPC ND S     -  KENSAL MUNICIPAL TANK                    016 41 32.7
 SM1138:UTM  14      -  KENSAL MUNICIPAL TANK                    017 47 06.4
 SM1138
 SM1138|---------------------------------------------------------------------|
 SM1138| PID    Reference Object                     Distance      Geod. Az  |
 SM1138|                                                           dddmmss.s |
 SM1138| SM1136 KENSAL MUNICIPAL TANK               APPROX. 1.9 KM 0175825.4 |
 SM1138| SM1137 KENSAL                               26.165 METERS 02652     |
 SM1138| SM1135 KENSAL NW BELL MICROWAVE MAST       APPROX. 2.2 KM 1585035.8 |
 SM1138| SM1148 BUC                                 APPROX.10.7 KM 3170908.2 |
 SM1138|---------------------------------------------------------------------|
 SM1138
 SM1138                          SUPERSEDED SURVEY CONTROL
 SM1138
 SM1138  NAD 83(1986)-  47 17 13.62723(N)    098 44 35.85785(W) AD(       ) 1
 SM1138  NAD 27      -  47 17 13.63936(N)    098 44 34.48125(W) AD(       ) 1
 SM1138  NGVD 29 (07/19/86)  477.0    (m)         1565.     (f) VERT ANG       
 SM1138
 SM1138.Superseded values are not recommended for survey control.
 SM1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1138.See file dsdata.txt to determine how the superseded data were derived.
 SM1138
 SM1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1941137103(NAD 83)
 SM1138_MARKER: DS = TRIANGULATION STATION DISK
 SM1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM1138+STABILITY: SURFACE MOTION
 SM1138
 SM1138  HISTORY     - Date     Condition        Report By
 SM1138  HISTORY     - 1967     MONUMENTED       CGS
 SM1138
 SM1138                          STATION DESCRIPTION
 SM1138
 SM1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1138'STATION IS LOCATED ON A LOW HILL, INSIDE A FENCED PASTURE LOT, ABOUT
 SM1138'1 MILE SOUTH-SOUTHWEST OF THE SMALL TOWN OF KENSAL, ON PROPERTY
 SM1138'WHICH IS OWNED BY A MR. L.L. TIMMS.
 SM1138'
 SM1138'STATION KENSAL IS REACHED FROM THE POST OFFICE IN KENSAL.  GO WEST AND
 SM1138'SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO A RAILROAD
 SM1138'CROSSING.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.1 MILE TO A
 SM1138'T-SURFACED ROAD.  TURN RIGHT AND GO WEST ON SURFACED ROAD FOR
 SM1138'0.2 MILE TO A FORK.  KEEP LEFT AND CONTINUE ON SURFACED ROAD
 SM1138'FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 9.  TURN
 SM1138'LEFT AND GO SOUTH ON HIGHWAY 9 FOR 0.6 MILE TO STATION KENSAL ON
 SM1138'THE RIGHT.
 SM1138'
 SM1138'THE STATION IS A STANDARD TRIANGULATION STATION DISK,
 SM1138'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE
 SM1138'CYLINDER MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE.  THE
 SM1138'DISK IS STAMPED KENSAL RM A 1967.  THE MARK IS 125.0 FEET
 SM1138'NORTHWEST OF A POWERLINE POLE TO A WELL HOUSE, 84.9 FEET
 SM1138'SOUTHWEST OF A TRANSFORMER POLE, 58.7 FEET WEST OF THE CENTER OF
 SM1138'A WIRE GATE AND 52.6 FEET EAST-NORTHEAST OF THE NORTHEAST
 SM1138'CORNER OF A 16 X 16 FOOT WOODEN WELL HOUSE.
 SM1138'
 SM1138'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KENSAL
 SM1138'1967, DISTANCE BEING 26.167 METERS OR 85.85 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1134 ***********************************************************************
 SM1134  DESIGNATION -  KENSAL ST JOHNS CATH CH CROSS
 SM1134  PID         -  SM1134
 SM1134  STATE/COUNTY-  ND/STUTSMAN
 SM1134  USGS QUAD   -  KENSAL (1951)
 SM1134
 SM1134                         *CURRENT SURVEY CONTROL
 SM1134  ___________________________________________________________________
 SM1134* NAD 83(1996)-  47 18 06.71978(N)    098 43 56.27054(W)     ADJUSTED  
 SM1134* NAVD 88     -                                                        
 SM1134  ___________________________________________________________________
 SM1134  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 SM1134  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 SM1134
 SM1134  HORZ ORDER  -  THIRD
 SM1134
 SM1134.The horizontal coordinates were established by classical geodetic methods
 SM1134.and adjusted by the National Geodetic Survey in January 1998..
 SM1134
 SM1134
 SM1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1134
 SM1134.The geoid height was determined by GEOID03.
 SM1134
 SM1134;                    North         East     Units Scale Factor Converg.
 SM1134;SPC ND S     -   183,271.975   733,669.881   MT  0.99996909   +1 17 21.6
 SM1134;SPC ND S     -   601,286.01  2,407,053.42   iFT  0.99996909   +1 17 21.6
 SM1134;SPC ND N     -    35,096.516   733,677.352   MT  1.00002843   +1 18 55.5
 SM1134;SPC ND N     -   115,146.05  2,407,077.93   iFT  1.00002843   +1 18 55.5
 SM1134;UTM  14      - 5,238,745.085   520,237.329   MT  0.99960503   +0 11 48.3
 SM1134
 SM1134                          SUPERSEDED SURVEY CONTROL
 SM1134
 SM1134  NAD 83(1986)-  47 18 06.72149(N)    098 43 56.26607(W) AD(       ) 4
 SM1134  NAD 27      -  47 18 06.73500(N)    098 43 54.89200(W) AD(       ) 3
 SM1134
 SM1134.Superseded values are not recommended for survey control.
 SM1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1134.See file dsdata.txt to determine how the superseded data were derived.
 SM1134
 SM1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2023738745(NAD 83)
 SM1134_MARKER: 91 = CHURCH CROSS
 SM1134
 SM1134  HISTORY     - Date     Condition        Report By
 SM1134  HISTORY     - 1934     FIRST OBSERVED   CGS
 SM1134
 SM1134                          STATION DESCRIPTION
 SM1134
 SM1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1134'POINT OBSERVED UPON IS THE TIP OF CROSS ATOP ST. JOHNS CATHOLIC
 SM1134'CHURCH.  THIS IS THE TALLEST OF THREE SPIRES AND IS LOCATED
 SM1134'IN THE N CENTRAL PART OF TOWN.
 SM1134'
 SM1134'THIS STATION WAS OBSERVED UPON FROM EASTMAN, BUG, COURTENAY,
 SM1134'PINGREE NORTH BASE, AND MUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1133 ***********************************************************************
 SM1133  DESIGNATION -  KENSAL STACK
 SM1133  PID         -  SM1133
 SM1133  STATE/COUNTY-  ND/STUTSMAN
 SM1133  USGS QUAD   -  KENSAL (1951)
 SM1133
 SM1133                         *CURRENT SURVEY CONTROL
 SM1133  ___________________________________________________________________
 SM1133* NAD 83(1996)-  47 17 55.26955(N)    098 44 28.24817(W)     ADJUSTED  
 SM1133* NAVD 88     -                                                        
 SM1133  ___________________________________________________________________
 SM1133  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 SM1133  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 SM1133
 SM1133  HORZ ORDER  -  THIRD
 SM1133
 SM1133.The horizontal coordinates were established by classical geodetic methods
 SM1133.and adjusted by the National Geodetic Survey in January 1998..
 SM1133
 SM1133
 SM1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1133
 SM1133.The geoid height was determined by GEOID03.
 SM1133
 SM1133;                    North         East     Units Scale Factor Converg.
 SM1133;SPC ND S     -   182,903.387   733,006.221   MT  0.99996864   +1 16 58.3
 SM1133;SPC ND S     -   600,076.73  2,404,876.05   iFT  0.99996864   +1 16 58.3
 SM1133;SPC ND N     -    34,727.605   733,013.820   MT  1.00002919   +1 18 31.7
 SM1133;SPC ND N     -   113,935.71  2,404,900.98   iFT  1.00002919   +1 18 31.7
 SM1133;UTM  14      - 5,238,389.349   519,567.005   MT  0.99960471   +0 11 24.7
 SM1133
 SM1133                          SUPERSEDED SURVEY CONTROL
 SM1133
 SM1133  NAD 83(1986)-  47 17 55.27167(N)    098 44 28.24361(W) AD(       ) 4
 SM1133  NAD 27      -  47 17 55.29800(N)    098 44 26.85000(W) AD(       ) 3
 SM1133
 SM1133.Superseded values are not recommended for survey control.
 SM1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1133.See file dsdata.txt to determine how the superseded data were derived.
 SM1133
 SM1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1956738389(NAD 83)
 SM1133_MARKER: 63 = STACK
 SM1133
 SM1133  HISTORY     - Date     Condition        Report By
 SM1133  HISTORY     - 1934     FIRST OBSERVED   CGS
 SM1133
 SM1133                          STATION DESCRIPTION
 SM1133
 SM1133'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0641 ***********************************************************************
 RQ0641  DESIGNATION -  KENT
 RQ0641  PID         -  RQ0641
 RQ0641  STATE/COUNTY-  ND/DICKEY
 RQ0641  USGS QUAD   -  FULLERTON SE (1955)
 RQ0641
 RQ0641                         *CURRENT SURVEY CONTROL
 RQ0641  ___________________________________________________________________
 RQ0641* NAD 83(1996)-  46 02 12.44190(N)    098 19 37.43496(W)     ADJUSTED  
 RQ0641* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 RQ0641  ___________________________________________________________________
 RQ0641  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 RQ0641  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 RQ0641
 RQ0641  HORZ ORDER  -  FIRST
 RQ0641
 RQ0641.The horizontal coordinates were established by classical geodetic methods
 RQ0641.and adjusted by the National Geodetic Survey in January 1998..
 RQ0641
 RQ0641.The orthometric height was scaled from a topographic map.
 RQ0641
 RQ0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0641
 RQ0641.The geoid height was determined by GEOID03.
 RQ0641
 RQ0641;                    North         East     Units Scale Factor Converg.
 RQ0641;SPC ND S     -    43,468.421   768,195.038   MT  1.00003203   +1 35 05.6
 RQ0641;SPC ND S     -   142,612.93  2,520,324.93   iFT  1.00003203   +1 35 05.6
 RQ0641;SPC SD N     -   246,209.960   729,507.237   MT  1.00008745   +1 11 02.4
 RQ0641;SPC SD N     -   807,773.84  2,393,391.66   sFT  1.00008745   +1 11 02.4
 RQ0641;UTM  14      - 5,098,355.172   552,072.307   MT  0.99963333   +0 29 03.8
 RQ0641
 RQ0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0641!SPC ND S     -   0.99993548  x   1.00003203  =   0.99996750
 RQ0641!SPC SD N     -   0.99993548  x   1.00008745  =   1.00002292
 RQ0641!UTM  14      -   0.99993548  x   0.99963333  =   0.99956883
 RQ0641
 RQ0641|---------------------------------------------------------------------|
 RQ0641| PID    Reference Object                     Distance      Geod. Az  |
 RQ0641|                                                           dddmmss.s |
 RQ0641| CO5751 KENT RM 1                            86.962 METERS 03147     |
 RQ0641| CO5750 KENT AZ MK                                         2363233.5 |
 RQ0641| CO5752 KENT RM 2                            84.756 METERS 33024     |
 RQ0641|---------------------------------------------------------------------|
 RQ0641
 RQ0641                          SUPERSEDED SURVEY CONTROL
 RQ0641
 RQ0641  NAD 83(1986)-  46 02 12.44964(N)    098 19 37.43191(W) AD(       ) 1
 RQ0641  NAD 27      -  46 02 12.55300(N)    098 19 36.06700(W) AD(       ) 1
 RQ0641
 RQ0641.Superseded values are not recommended for survey control.
 RQ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0641.See file dsdata.txt to determine how the superseded data were derived.
 RQ0641
 RQ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR5207298355(NAD 83)
 RQ0641_MARKER: DS = TRIANGULATION STATION DISK
 RQ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0641
 RQ0641  HISTORY     - Date     Condition        Report By
 RQ0641  HISTORY     - 1934     MONUMENTED       CGS
 RQ0641
 RQ0641                          STATION DESCRIPTION
 RQ0641
 RQ0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0641'STATION IS LOCATED NEAR THE NW CORNER OF THE NE 1/4 SEC. 23,
 RQ0641'T 130 N, R 65 W, ABOUT 9-1/2 MILES E AND 2-1/2 MILES N OF
 RQ0641'ELLENDALE.  MARK IS ON THE HIGHEST POINT IN THE VICINITY ABOUT
 RQ0641'245 FEET S OF N RIGHT-OF-WAY SECTION LINE FENCE.  MARK IS 14
 RQ0641'INCHES BELOW THE SURFACE.
 RQ0641'
 RQ0641'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0641'BRONZE DISKS SET IN CONCRETE.
 RQ0641'
 RQ0641'REFERENCE MARK NO. 1 IS NE OF STATION 285.31 FEET 86.962 METERS,
 RQ0641'18 INCHES S OF E-W FENCE LINE.
 RQ0641'
 RQ0641'REFERENCE MARK NO. 2 IS NW OF STATION 278.07 FEET, 84.756 METERS,
 RQ0641'18 INCHES S OF E-W FENCE LINE.
 RQ0641'
 RQ0641'AZIMUTH MARK IS APPROXIMATELY 0.65 MILE SW OF STATION ON W SIDE
 RQ0641'OF SECTION LINE ROAD ALONG N-S FENCE LINE.
 RQ0641'
 RQ0641'TO REACH STATION FROM ELLENDALE GO E ON STATE HIGHWAY 11 FOR
 RQ0641'9-1/2 MILES THEN N ON SECTION LINE ROAD FOR 2 MILES, THEN E 0.6
 RQ0641'MILE TO TOP OF RIDGE AND STATION.
 RQ0641'
 RQ0641'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0733 ***********************************************************************
 RQ0733  DESIGNATION -  KESSEL
 RQ0733  PID         -  RQ0733
 RQ0733  STATE/COUNTY-  ND/MCINTOSH
 RQ0733  USGS QUAD   -  COLDWATER LAKE SW (1982)
 RQ0733
 RQ0733                         *CURRENT SURVEY CONTROL
 RQ0733  ___________________________________________________________________
 RQ0733* NAD 83(1996)-  46 00 31.20568(N)    099 09 38.90913(W)     ADJUSTED  
 RQ0733* NAVD 88     -       622.0    (meters)    2041.     (feet)  VERTCON   
 RQ0733  ___________________________________________________________________
 RQ0733  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 RQ0733  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 RQ0733
 RQ0733  HORZ ORDER  -  FIRST
 RQ0733
 RQ0733.The horizontal coordinates were established by classical geodetic methods
 RQ0733.and adjusted by the National Geodetic Survey in January 1998..
 RQ0733
 RQ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0733
 RQ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0733
 RQ0733.The geoid height was determined by GEOID03.
 RQ0733
 RQ0733;                    North         East     Units Scale Factor Converg.
 RQ0733;SPC ND S     -    38,900.304   703,721.034   MT  1.00003891   +0 58 36.4
 RQ0733;SPC ND S     -   127,625.67  2,308,796.04   iFT  1.00003891   +0 58 36.4
 RQ0733;SPC SD N     -   242,082.721   665,000.398   MT  1.00007908   +0 35 38.1
 RQ0733;SPC SD N     -   794,233.06  2,181,755.47   sFT  1.00007908   +0 35 38.1
 RQ0733;UTM  14      - 5,095,023.164   487,550.203   MT  0.99960191   -0 06 56.5
 RQ0733
 RQ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0733!SPC ND S     -   0.99990615  x   1.00003891  =   0.99994505
 RQ0733!SPC SD N     -   0.99990615  x   1.00007908  =   0.99998522
 RQ0733!UTM  14      -   0.99990615  x   0.99960191  =   0.99950809
 RQ0733
 RQ0733:                Primary Azimuth Mark                     Grid Az
 RQ0733:SPC ND S     -  KESSEL AZ MK                             043 56 00.0
 RQ0733:SPC SD N     -  KESSEL AZ MK                             044 18 58.3
 RQ0733:UTM  14      -  KESSEL AZ MK                             045 01 32.9
 RQ0733
 RQ0733|---------------------------------------------------------------------|
 RQ0733| PID    Reference Object                     Distance      Geod. Az  |
 RQ0733|                                                           dddmmss.s |
 RQ0733| CO5753 KESSEL AZ MK                                       0445436.4 |
 RQ0733| CO5754 KESSEL RM 1                          36.610 METERS 06643     |
 RQ0733| CO5755 KESSEL RM 2                          40.750 METERS 17139     |
 RQ0733| RQ0735 ASHLEY BAPTIST CHURCH SPIRE         APPROX.16.6 KM 2793427.7 |
 RQ0733| RQ0736 ASHLEY GERMAN EVAN LUTH CROSS       APPROX.16.6 KM 2794242.7 |
 RQ0733| RQ0737 ASHLEY MC INTOSH CO CH DOME         APPROX.16.6 KM 2803838.3 |
 RQ0733| RQ0732 LUTHERAN CHURCH BALL ON SPIRE       APPROX.12.0 KM 3403326.1 |
 RQ0733|---------------------------------------------------------------------|
 RQ0733
 RQ0733                          SUPERSEDED SURVEY CONTROL
 RQ0733
 RQ0733  NAD 83(1986)-  46 00 31.21050(N)    099 09 38.89852(W) AD(       ) 1
 RQ0733  NAD 27      -  46 00 31.31000(N)    099 09 37.49600(W) AD(       ) 1
 RQ0733  NGVD 29 (07/19/86)  621.6    (m)         2039.     (f) VERT ANG       
 RQ0733
 RQ0733.Superseded values are not recommended for survey control.
 RQ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0733.See file dsdata.txt to determine how the superseded data were derived.
 RQ0733
 RQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR8755095023(NAD 83)
 RQ0733_MARKER: DS = TRIANGULATION STATION DISK
 RQ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0733
 RQ0733  HISTORY     - Date     Condition        Report By
 RQ0733  HISTORY     - 1934     MONUMENTED       CGS
 RQ0733  HISTORY     - 1959     GOOD             CGS
 RQ0733
 RQ0733                          STATION DESCRIPTION
 RQ0733
 RQ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0733'STATION IS LOCATED IN THE W SIDE CENTER OF THE NE 1/4 OF
 RQ0733'SEC. 11, T 129 N, R 68 W, APPROXIMATELY 10 MILES E AND 1.75
 RQ0733'MILES S OF ASHLEY, ON LAND OWNED BY MIKE KESSEL AND OCCUPIED
 RQ0733'BY GOTTFRIED KESSEL.  IT IS 60 FEET E OF N AND S FENCE LINE,
 RQ0733'ON TOP OF SMALL ROCKY KNOB.
 RQ0733'
 RQ0733'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0733'BRONZE DISKS SET IN CONCRETE.
 RQ0733'
 RQ0733'REFERENCE MARK NO. 1 IS 36.610 METERS, 120.11 FEET NE OF
 RQ0733'STATION IN N AND S FENCE LINE.
 RQ0733'
 RQ0733'REFERENCE MARK NO. 2 IS 40.750 METERS, 133.69 FEET S OF STATION.
 RQ0733'
 RQ0733'AZIMUTH MARK IS APPROXIMATELY 0.7 MILE NE OF STATION, 33
 RQ0733'FEET N OF CENTER LINE OF N AND S ROAD LEADING TO STATION.
 RQ0733'REACHED FROM STATION BY GOING 0.3 MILE NE TO GATE, THENCE
 RQ0733'RIGHT (E) GO 0.4 MILE TO SECTION CORNER, THENCE LEFT (N) GO
 RQ0733'0.2 MILE TO LARGE ROCK PILE TO RIGHT.  MARK IS ON W SIDE
 RQ0733'OF ROCK PILE.
 RQ0733'
 RQ0733'STATION IS REACHED FROM THE DEWALD CREAM COMPANY (A SMALL
 RQ0733'WHITE BUILDING WITH GASOLINE PUMP) WHICH IS 15.0 MILES E
 RQ0733'OF ASHLEY ON STATE HIGHWAY 11 AND ABOUT 6.0 MILES W OF THE
 RQ0733'JUNCTION OF HIGHWAYS 11 AND 56, BY GOING W ON HIGHWAY 11 FOR
 RQ0733'4.0 MILES TO CROSSROADS, LEAVE HIGHWAY 11 TURN LEFT (S) ON
 RQ0733'AN UNIMPROVED SECTION LINE ROAD AND GO 1.0 MILE TO CROSSROADS,
 RQ0733'TURN RIGHT (W) GO 0.4 MILE, THEN TURN LEFT THROUGH GATE AND
 RQ0733'GO S 0.25 MILE TO FARMHOUSE, THEN W 0.1 MILE TO STATION.
 RQ0733'
 RQ0733'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0733
 RQ0733                          STATION RECOVERY (1959)
 RQ0733
 RQ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RQ0733'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0733'CONDITION.
 RQ0733'
 RQ0733'FROM THE INTERSECTION ON STATE HIGHWAY 11, ABOUT 11 MILES
 RQ0733'EAST OF ASHLEY, GO SOUTH ON GRADED ROAD FOR 0.8 MILE TO THE
 RQ0733'AZIMUTH MARK ON THE LEFT JUST SOUTH OF A FIELD ENTRANCE,
 RQ0733'CONTINUE SOUTH 0.2 MILE, TURN RIGHT AND GO WEST FOR 0.25
 RQ0733'MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTHWESTERLY
 RQ0733'ON DRIVEWAY FOR 0.3 MILE TO A FARMHOUSE.  THE STATION IS ON
 RQ0733'HIGHER GROUND ABOUT 0.1 MILE WEST OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0920 ***********************************************************************
 RR0920  DESIGNATION -  KETTER
 RR0920  PID         -  RR0920
 RR0920  STATE/COUNTY-  ND/GRANT
 RR0920  USGS QUAD   -  LEITH (1972)
 RR0920
 RR0920                         *CURRENT SURVEY CONTROL
 RR0920  ___________________________________________________________________
 RR0920* NAD 83(1996)-  46 20 51.30731(N)    101 44 09.87751(W)     ADJUSTED  
 RR0920* NAVD 88     -       748.5    (meters)    2456.     (feet)  VERTCON   
 RR0920  ___________________________________________________________________
 RR0920  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 RR0920  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 RR0920
 RR0920  HORZ ORDER  -  SECOND
 RR0920
 RR0920.The horizontal coordinates were established by classical geodetic methods
 RR0920.and adjusted by the National Geodetic Survey in January 1998..
 RR0920
 RR0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0920
 RR0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0920
 RR0920.The geoid height was determined by GEOID03.
 RR0920
 RR0920;                    North         East     Units Scale Factor Converg.
 RR0920;SPC ND S     -    76,437.087   504,857.336   MT  0.99997176   -0 54 05.7
 RR0920;SPC ND S     -   250,777.84  1,656,356.09   iFT  0.99997176   -0 54 05.7
 RR0920;UTM  14      - 5,136,306.166   289,473.414   MT  1.00014485   -1 58 49.4
 RR0920
 RR0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0920!SPC ND S     -   0.99988575  x   0.99997176  =   0.99985751
 RR0920!UTM  14      -   0.99988575  x   1.00014485  =   1.00003058
 RR0920
 RR0920|---------------------------------------------------------------------|
 RR0920| PID    Reference Object                     Distance      Geod. Az  |
 RR0920|                                                           dddmmss.s |
 RR0920| CQ7955 KETTER RM 1                          14.712 METERS 03951     |
 RR0920| CQ7956 KETTER RM 2                          11.028 METERS 13224     |
 RR0920| CQ7954 KETTER AZ MK                                       1932825.3 |
 RR0920|---------------------------------------------------------------------|
 RR0920
 RR0920                          SUPERSEDED SURVEY CONTROL
 RR0920
 RR0920  NAD 83(1986)-  46 20 51.29851(N)    101 44 09.87286(W) AD(       ) 2
 RR0920  NAD 27      -  46 20 51.27500(N)    101 44 08.37300(W) AD(       ) 2
 RR0920  NGVD 29 (07/19/86)  748.0    (m)         2454.     (f) VERT ANG       
 RR0920
 RR0920.Superseded values are not recommended for survey control.
 RR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0920.See file dsdata.txt to determine how the superseded data were derived.
 RR0920
 RR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8947336306(NAD 83)
 RR0920_MARKER: DD = SURVEY DISK
 RR0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0920
 RR0920  HISTORY     - Date     Condition        Report By
 RR0920  HISTORY     - 1951     MONUMENTED       USGS
 RR0920  HISTORY     - 1951     GOOD             USGS
 RR0920  HISTORY     - 1959     GOOD             CGS
 RR0920
 RR0920                          STATION DESCRIPTION
 RR0920
 RR0920'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (VRS)
 RR0920'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH AND 1-3/4 MILES
 RR0920'WEST OF HEIL, ON THE HIGHEST POINT OF A FLAT TOPPED RIDGE.
 RR0920'
 RR0920'TO REACH THE STATION FROM THE POST OFFICE IN HEIL.  GO SOUTH ON A
 RR0920'GRAVELED STREET 0.15 MILE TO A T-ROAD.  TURN LEFT AND GO EAST
 RR0920'0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH 3.4 MILES
 RR0920'TO A CROSSROADS.  TURN RIGHT AND GO WEST 2.1 MILES TO THE
 RR0920'TOP OF A GRADE, A DIM CROSSROADS, A FENCE CORNER AND THE
 RR0920'AZIMUTH MARK.  TURN RIGHT, GO NORTH ON A DIM ROAD FOR 0.6
 RR0920'MILE TO A T-INTERSECTION OF FENCE LINES.  TURN RIGHT, PASS
 RR0920'THROUGH A GATE AND GO SOUTHEAST ACROSS A MEADOW FOR 0.2 MILE
 RR0920'TO THE HIGHEST POINT AND THE STATION.
 RR0920'
 RR0920'THE STATION MARK IS A STANDARD BRONZE DISK OF THE UNITED STATES
 RR0920'GEOLOGICAL SURVEY SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 RR0920'POST THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED KETTER 1941.
 RR0920'
 RR0920'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0920'KETTER USGS NO 1 1951.
 RR0920'
 RR0920'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0920'KETTER USGS NO 2 1951.
 RR0920'
 RR0920'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF A ROAD,
 RR0920'AND 3 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS 8 INCHES
 RR0920'AND THE DISK IS STAMPED KETTER USGS 1951.
 RR0920'
 RR0920'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE STANDARD DISKS
 RR0920'SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0920
 RR0920                          STATION RECOVERY (1951)
 RR0920
 RR0920'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 RR0920'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0920
 RR0920                          STATION RECOVERY (1959)
 RR0920
 RR0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0920'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0920'CONDITION.
 RR0920'
 RR0920'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0617 ***********************************************************************
 RQ0617  DESIGNATION -  KEYES
 RQ0617  PID         -  RQ0617
 RQ0617  STATE/COUNTY-  ND/BARNES
 RQ0617  USGS QUAD   -  ECKELSON SE (1970)
 RQ0617
 RQ0617                         *CURRENT SURVEY CONTROL
 RQ0617  ___________________________________________________________________
 RQ0617* NAD 83(1996)-  46 50 47.40214(N)    098 16 11.86074(W)     ADJUSTED  
 RQ0617* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 RQ0617  ___________________________________________________________________
 RQ0617  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 RQ0617  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RQ0617
 RQ0617  HORZ ORDER  -  FIRST
 RQ0617
 RQ0617.The horizontal coordinates were established by classical geodetic methods
 RQ0617.and adjusted by the National Geodetic Survey in January 1998..
 RQ0617
 RQ0617.The orthometric height was scaled from a topographic map.
 RQ0617
 RQ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0617
 RQ0617.The geoid height was determined by GEOID03.
 RQ0617
 RQ0617;                    North         East     Units Scale Factor Converg.
 RQ0617;SPC ND S     -   133,560.551   770,059.205   MT  0.99993587   +1 37 35.6
 RQ0617;SPC ND S     -   438,190.78  2,526,440.96   iFT  0.99993587   +1 37 35.6
 RQ0617;UTM  14      - 5,188,365.203   555,660.271   MT  0.99963808   +0 31 57.3
 RQ0617
 RQ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0617!SPC ND S     -   0.99993203  x   0.99993587  =   0.99986791
 RQ0617!UTM  14      -   0.99993203  x   0.99963808  =   0.99957014
 RQ0617
 RQ0617|---------------------------------------------------------------------|
 RQ0617| PID    Reference Object                     Distance      Geod. Az  |
 RQ0617|                                                           dddmmss.s |
 RQ0617| CO5762 KEYES RM 3                           11.747 METERS 01003     |
 RQ0617| RQ0596 STANDARD OIL CO RADIO MAST          APPROX.12.1 KM 0892054.5 |
 RQ0617| CO5760 KEYES RM 1                           24.689 METERS 17459     |
 RQ0617| CO5761 KEYES RM 2                           19.113 METERS 25641     |
 RQ0617| RQ0618 URBANA ATT MICROWAVE TOWER          APPROX. 8.0 KM 2641102.2 |
 RQ0617| CO5759 KEYES AZ MK                                        3590601.5 |
 RQ0617|---------------------------------------------------------------------|
 RQ0617
 RQ0617                          SUPERSEDED SURVEY CONTROL
 RQ0617
 RQ0617  NAD 83(1986)-  46 50 47.40665(N)    098 16 11.85084(W) AD(       ) 1
 RQ0617  NAD 27      -  46 50 47.47600(N)    098 16 10.53100(W) AD(       ) 1
 RQ0617
 RQ0617.Superseded values are not recommended for survey control.
 RQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0617.See file dsdata.txt to determine how the superseded data were derived.
 RQ0617
 RQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5566088365(NAD 83)
 RQ0617_MARKER: DS = TRIANGULATION STATION DISK
 RQ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0617
 RQ0617  HISTORY     - Date     Condition        Report By
 RQ0617  HISTORY     - 1954     MONUMENTED       CGS
 RQ0617  HISTORY     - 1961     GOOD             CGS
 RQ0617  HISTORY     - 1968     GOOD             USGS
 RQ0617  HISTORY     - 1969     GOOD             CGS
 RQ0617
 RQ0617                          STATION DESCRIPTION
 RQ0617
 RQ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0617'THE STATION IS IN THE NW 1/4 SEC. 21, T. 139 N., R. 60 W.
 RQ0617'ON THE EAST RIGHT-OF-WAY OF A NORTH-AND-SOUTH SECTION-LINE
 RQ0617'ROAD.  IT IS 6.5 MILES SOUTH AND 2 MILES WEST OF SANBORN AND ABOUT
 RQ0617'0.75 MILE EAST OF KEYES LAKE.
 RQ0617'
 RQ0617'TO REACH FROM CROSSROADS ON U.S. HIGHWAY 10 AND 52, AT CITY
 RQ0617'SERVICE GAS STATION 0.15 MILE WEST AND 0.4 MILE SOUTH OF THE
 RQ0617'CENTER OF SANBORN, GO SOUTH ON GRAVEL ROAD FOR 5 MILES TO
 RQ0617'CROSSROADS.  TURN RIGHT, WEST, AND GO 2 MILES TO CROSSROADS.
 RQ0617'TURN LEFT, SOUTH, AND GO 0.9 MILE TO A DRIVEWAY ON THE LEFT.
 RQ0617'CONTINUE SOUTH ON SECTION-LINE ROAD FOR 0.2 MILE TO STATION
 RQ0617'ON THE LEFT.
 RQ0617'
 RQ0617'THE STATION MARK, 26.5 FEET EAST OF THE CENTER OF THE ROAD
 RQ0617'AND 8.5 FEET WEST OF A RIGHT-OF-WAY FENCE AND WITNESS POST,
 RQ0617'IS LEVEL WITH THE GROUND SURFACE, AND THE DISK IS STAMPED
 RQ0617'KEYES 1954.
 RQ0617'
 RQ0617'REFERENCE MARK NO. 1, SOUTH OF AND APPROXIMATELY LEVEL WITH
 RQ0617'THE STATION, IS 34 FEET EAST OF THE CENTER OF THE ROAD AND
 RQ0617'0.5 FOOT WEST OF A RIGHT-OF-WAY FENCE, AND PROJECTS 6 INCHES.
 RQ0617'THE DISK IS STAMPED KEYES NO 1 1954.
 RQ0617'
 RQ0617'REFERENCE MARK NO 2, WEST OF AND APPROXIMATELY LEVEL WITH THE
 RQ0617'STATION, IS 36 FEET WEST OF THE CENTER OF THE ROAD, AND PROJECTS
 RQ0617'4 INCHES.  THE DISK IS STAMPED KEYES NO 2 1954.
 RQ0617'
 RQ0617'THE AZIMUTH MARK, APPROXIMATELY 0.7 MILE NORTH, IS 31 FEET
 RQ0617'WEST OF THE CENTER OF THE ROAD, 25.5 FEET NORTH OF SECTION-LINE
 RQ0617'20 AND 1.5 FEET SOUTH OF A WITNESS POST, AND PROJECTS 2
 RQ0617'INCHES.  THE DISK IS STAMPED KEYES 1954.
 RQ0617'
 RQ0617'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RQ0617
 RQ0617                          STATION RECOVERY (1961)
 RQ0617
 RQ0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0617'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0617'CONDITION.
 RQ0617'
 RQ0617'TO REACH THE STATION FROM THE ECKELSON INTERSECTION ON
 RQ0617'INTERSTATE 94, 3.0 MILES SOUTH OF ECKELSON, GO SOUTH ON GRAVEL
 RQ0617'ROAD FOR 2.0 MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR
 RQ0617'3.0 MILES TO CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.5 MILE
 RQ0617'TO THE AZIMUTH MARK ON THE RIGHT (25.5 FEET NORTH OF THE
 RQ0617'HALF-SECTION LINE), CONTINUE SOUTH FOR 0.7 MILE TO TOP OF A
 RQ0617'LOW RIDGE AND STATION ON THE LEFT AS ORIGINALLY DESCRIBED.
 RQ0617
 RQ0617                          STATION RECOVERY (1968)
 RQ0617
 RQ0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JWS)
 RQ0617'NOTE--STATION AND R.M. 1 FOUND IN GOOD CONDITION.
 RQ0617'
 RQ0617'R.M. 2 DISTURBED.
 RQ0617
 RQ0617                          STATION RECOVERY (1969)
 RQ0617
 RQ0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RQ0617'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 RQ0617'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 FOUND
 RQ0617'DESTROYED BY FARM OPERATIONS.  REFERENCE MARK NO. 3 WAS
 RQ0617'ESTABLISHED.
 RQ0617'
 RQ0617'A NEW DESCRIPTION FOLLOWS--
 RQ0617'
 RQ0617'STATION IS LOCATED ALONG THE EAST RIGHT OF WAY OF A SECTION
 RQ0617'LINE ROAD ABOUT 7-1/2 MILES SOUTH-SOUTHWEST OF SANBORN, IN
 RQ0617'THE NW 1/4 SEC. 21 T. 139 N., R. 60 W.  STATION, A STANDARD
 RQ0617'DISK SET IN THE TOP OF A SQUARE CONCRETE POST AND STAMPED KEYES
 RQ0617'1954, IS 27 FEET EAST OF THE CENTERLINE OF ROAD, 8-1/2 FEET
 RQ0617'WEST OF A FENCE AND 7 FEET WEST OF A WITNESS POST.  THE MARK
 RQ0617'IS FLUSH WITH THE GROUND.
 RQ0617'
 RQ0617'TO REACH FROM THE RAILROAD STATION AT SANBORN, GO SOUTH 0.35
 RQ0617'MILE TO CROSSROADS.  TURN RIGHT AND GO WEST 0.25 MILE TO
 RQ0617'CROSSROADS.  TURN LEFT AND GO SOUTH FOR 2.05 MILES TO OVERPASS
 RQ0617'AT INTERSTATE 94.  CONTINUE SOUTH FOR 2.0 MILES TO CROSSROADS.
 RQ0617'TURN RIGHT AND GO WEST FOR 2.0 MILES TO CROSSROADS.  TURN LEFT
 RQ0617'AND GO SOUTH FOR 1.55 MILES TO AZIMUTH MARK ON RIGHT (SOUTH)
 RQ0617'SIDE OF ROAD.  CONTINUE SOUTH FOR 0.7 MILE TO STATION ON
 RQ0617'LEFT (EAST) SIDE OF ROAD AS DESCRIBED.
 RQ0617'
 RQ0617'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 RQ0617'SQUARE CONCRETE POST AND STAMPED KEYES NO 1 1954, IS 80 FEET
 RQ0617'SOUTH OF A WITNESS POST, 33 FEET EAST OF THE CENTERLINE OF ROAD
 RQ0617'AND SET IN THE FENCELINE.  THE MARK PROJECTS 3 INCHES.
 RQ0617'
 RQ0617'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A
 RQ0617'ROUND CONCRETE POST AND STAMPED KEYES 1954 NO 3 1969, IS 38
 RQ0617'FEET NORTH OF A WITNESS POST, 33 FEET EAST OF THE CENTERLINE
 RQ0617'OF ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 3
 RQ0617'INCHES.
 RQ0617'
 RQ0617'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 RQ0617'CONCRETE POST AND STAMPED KEYES 1954, IS 30 FEET WEST OF THE
 RQ0617'CENTERLINE OF ROAD, 4 FEET WEST OF A ROCK PILE, 2 FEET
 RQ0617'SOUTH OF A FENCE CORNER POST AND 1 FOOT SOUTH OF A METAL
 RQ0617'WITNESS POST.  THE MARK PROJECTS 2 INCHES.
 RQ0617'
 RQ0617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. SSW
 RQ0617'OF SANBORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0192 ***********************************************************************
 SN0192  DESIGNATION -  KIEF
 SN0192  PID         -  SN0192
 SN0192  STATE/COUNTY-  ND/MCHENRY
 SN0192  USGS QUAD   -  KIEF (1958)
 SN0192
 SN0192                         *CURRENT SURVEY CONTROL
 SN0192  ___________________________________________________________________
 SN0192* NAD 83(1986)-  47 51 44.     (N)    100 30 35.     (W)     SCALED    
 SN0192* NAVD 88     -       508.043  (meters)    1666.80   (feet)  ADJUSTED  
 SN0192  ___________________________________________________________________
 SN0192  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 SN0192  DYNAMIC HT  -         508.105 (meters)    1667.01  (feet)  COMP
 SN0192  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SN0192
 SN0192  VERT ORDER  -  SECOND    CLASS 0
 SN0192
 SN0192.The horizontal coordinates were scaled from a topographic map and have
 SN0192.an estimated accuracy of +/- 6 seconds.
 SN0192
 SN0192.The orthometric height was determined by differential leveling
 SN0192.and adjusted by the National Geodetic Survey in June 1991..
 SN0192
 SN0192.The geoid height was determined by GEOID03.
 SN0192
 SN0192.The dynamic height is computed by dividing the NAVD 88
 SN0192.geopotential number by the normal gravity value computed on the
 SN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0192.degrees latitude (g = 980.6199 gals.).
 SN0192
 SN0192.The modeled gravity was interpolated from observed gravity values.
 SN0192
 SN0192;                    North         East    Units  Estimated Accuracy
 SN0192;SPC ND N     -    95,860.      599,270.      MT  (+/- 180 meters Scaled)
 SN0192
 SN0192                          SUPERSEDED SURVEY CONTROL
 SN0192
 SN0192  NGVD 29 (??/??/92)  507.647  (m)         1665.51   (f) ADJ UNCH    2 0
 SN0192
 SN0192.Superseded values are not recommended for survey control.
 SN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0192.See file dsdata.txt to determine how the superseded data were derived.
 SN0192
 SN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU870020(NAD 83)
 SN0192_MARKER: DB = BENCH MARK DISK
 SN0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0192_STAMPING: KIEF 1934
 SN0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0192+STABILITY: SURFACE MOTION
 SN0192
 SN0192  HISTORY     - Date     Condition        Report By
 SN0192  HISTORY     - 1934     MONUMENTED       CGS
 SN0192  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0192
 SN0192                          STATION DESCRIPTION
 SN0192
 SN0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0192'IN KIEF.
 SN0192'AT KIEF, ON THE SOO LINE RAILROAD, 0.2 MILES NORTHEAST OF THE STATION,
 SN0192'85 FEET NORTHWEST OF THE POINT OF A SWITCH, 85 FEET NORTHWEST OF THE
 SN0192'CENTER OF A DIRT-ROAD CROSSING, 39 FEET NORTH OF THE CENTERLINE OF THE
 SN0192'ROAD, 8.7 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, AND 1.2 FEET
 SN0192'SOUTHEAST OF ANOTHER RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 SN0192'KIEF 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 SN0192'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8526 ***********************************************************************
 AH8526  DESIGNATION -  KIEF RESET
 AH8526  PID         -  AH8526
 AH8526  STATE/COUNTY-  ND/MCHENRY
 AH8526  USGS QUAD   -  BALFOUR (1958)
 AH8526
 AH8526                         *CURRENT SURVEY CONTROL
 AH8526  ___________________________________________________________________
 AH8526* NAD 83(1996)-  47 52 35.68601(N)    100 32 33.96814(W)     ADJUSTED  
 AH8526* NAVD 88     -       512.     (meters)    1680.     (feet)  SCALED    
 AH8526  ___________________________________________________________________
 AH8526  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AH8526  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 AH8526
 AH8526  HORZ ORDER  -  SECOND
 AH8526
 AH8526.The horizontal coordinates were established by classical geodetic methods
 AH8526.and adjusted by the National Geodetic Survey in January 1998..
 AH8526
 AH8526.The orthometric height was scaled from a topographic map.
 AH8526
 AH8526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8526
 AH8526.The geoid height was determined by GEOID03.
 AH8526
 AH8526;                    North         East     Units Scale Factor Converg.
 AH8526;SPC ND N     -    97,459.293   596,800.933   MT  0.99994241   -0 01 54.6
 AH8526;SPC ND N     -   319,748.34  1,958,008.31   iFT  0.99994241   -0 01 54.6
 AH8526;UTM  14      - 5,303,734.736   384,643.531   MT  0.99976352   -1 08 39.8
 AH8526
 AH8526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8526!SPC ND N     -   0.99992308  x   0.99994241  =   0.99986549
 AH8526!UTM  14      -   0.99992308  x   0.99976352  =   0.99968662
 AH8526
 AH8526:                Primary Azimuth Mark                     Grid Az
 AH8526:SPC ND N     -  BALFOUR UNITED BRETHREN CHURCH           005 05 00.3
 AH8526:UTM  14      -  BALFOUR UNITED BRETHREN CHURCH           006 11 45.5
 AH8526
 AH8526|---------------------------------------------------------------------|
 AH8526| PID    Reference Object                     Distance      Geod. Az  |
 AH8526|                                                           dddmmss.s |
 AH8526| SN1598 BALFOUR UNITED BRETHREN CHURCH      APPROX. 8.5 KM 0050305.7 |
 AH8526| SN1595 BALFOUR LUTHERAN CHURCH CROSS       APPROX. 8.5 KM 0052251.1 |
 AH8526| SN1599 BALFOUR ST JOSEPHS CATH CHURCH      APPROX. 8.0 KM 0052452.9 |
 AH8526| SN0414 KIEF RM 1                            32.520 METERS 03335     |
 AH8526| CO5765 KIEF RM 3                            19.965 METERS 08751     |
 AH8526| CO5764 KIEF AZ MK 2                                       0883930.8 |
 AH8526| CO5763 KIEF AZ MK                                         1901047.9 |
 AH8526| SN0413 KIEF RM 2                            21.096 METERS 27109     |
 AH8526| CO5766 KIEF RM 4                            21.361 METERS 27732     |
 AH8526|---------------------------------------------------------------------|
 AH8526
 AH8526                          SUPERSEDED SURVEY CONTROL
 AH8526
 AH8526  NAD 83(1986)-  47 52 35.68913(N)    100 32 33.96624(W) AD(       ) 2
 AH8526
 AH8526.Superseded values are not recommended for survey control.
 AH8526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8526.See file dsdata.txt to determine how the superseded data were derived.
 AH8526
 AH8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU8464403735(NAD 83)
 AH8526_MARKER: DS = TRIANGULATION STATION DISK
 AH8526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AH8526_STAMPING: KIEF 1962 1976
 AH8526_MARK LOGO: NGS   
 AH8526_PROJECTION: FLUSH
 AH8526_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AH8526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8526+STABILITY: SURFACE MOTION
 AH8526
 AH8526  HISTORY     - Date     Condition        Report By
 AH8526  HISTORY     - 1976     MONUMENTED       NGS
 AH8526
 AH8526                          STATION DESCRIPTION
 AH8526
 AH8526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AH8526'THE SURFACE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 AH8526'FOUND DESTROYED, THEY HAD BEEN PUSHED OVER DURING ROAD IMPROVEMENTS.
 AH8526'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN
 AH8526'GOOD CONDITION, BUT THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 AH8526'STATION DUE TO TREES IN A SHELTER BELT.  THE POSITION OF THE
 AH8526'UNDERGROUND STATION MARK WAS HELD AND THE MARK REMOVED, A NEW
 AH8526'STATION MARK WAS SET 4-FEET BELOW GROUND SURFACE AND A SURFACE
 AH8526'STATION MARK WAS PLUMBED OVER IT AT 12-INCHES BELOW GROUND
 AH8526'LEVEL, A PIECE OF IRON WAS DRIVEN DOWN ALONGSIDE THE NORTHEAST
 AH8526'EDGE OF THE MARK.  REFERENCE MARKS NO. 3 AND NO. 4, AND A NEW
 AH8526'AZIMUTH MARK WERE SET.  THE DISKS WERE REMOVED FROM THE ORIGINAL
 AH8526'STATION MARKS AND REFERENCE MARKS NO. 1 AND NO. 2 AT THIS TIME.
 AH8526'THE ORIGINAL AZIMUTH MARK WAS LEFT INTACT.
 AH8526'
 AH8526'A NEW DESCRIPTION FOLLOWS--
 AH8526'
 AH8526'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF BALFOUR, 1-3/4
 AH8526'MILES NORTHWEST OF KIEF, IN THE SE 1/4 OF SEC. 20, T 151 N, R 77 W,
 AH8526'IN THE SOUTHWEST ANGLE OF A ROAD INTERSECTION, ALONG THE EDGE OF A
 AH8526'CULTIVATED FIELD OWNED AND FARMED BY MR. PHILIP SPICHKE WHO LIVES
 AH8526'1/2 MILE SOUTH OF THE STATION.
 AH8526'
 AH8526'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 AH8526'HIGHWAY 52 IN BALFOUR, GO WEST ON HIGHWAY 52 FOR 0.4 MILE TO A
 AH8526'GRAVELED CROSSROAD, TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD
 AH8526'5.25 MILES TO A CROSSROAD AND THE STATION AS DESCRIBED.
 AH8526'
 AH8526'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 AH8526'ROAD 0.5 MILE TO A DRIVEWAY ON THE LEFT INTO SOME GRANARIES AND A
 AH8526'BARN AND THE AZIMUTH MARK AS DESCRIBED.
 AH8526'
 AH8526'TO REACH THE ORIGINAL AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 AH8526'GRAVELED ROAD 0.5 MILE TO THE DRIVEWAY ON THE RIGHT INTO THE SPICHKE
 AH8526'FARMSTEAD, TURN RIGHT AND GO WEST 0.1 MILE TO THE MARK ON THE
 AH8526'RIGHT IN THE LAWN.
 AH8526'
 AH8526'THE STATION MARKS ARE STANDARD DISKS STAMPED KIEF 1962 1976, THE
 AH8526'UNDERGROUND STATION MARK IS SET IN THE TOP OF A CONCRETE BLOCK
 AH8526'4-FEET BELOW THE SURFACE,THE SURFACE STATION MARK IS SET IN THE
 AH8526'TOP OF A ROUND CONCRETE MONUMENT 12-INCHES BELOW THE GROUND LEVEL.
 AH8526'THE MARKS ARE 102 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 AH8526'ROAD, 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, AND 11
 AH8526'FEET SOUTH OF A METAL WITNESS POST.
 AH8526'
 AH8526'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED KIEF 1962 NO 3 1976,
 AH8526'SET IN THE TOP A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 AH8526'46 FEET SOUTHWEST OF THE CENTER OF THE ROAD INTERSECTION, 36 FEET
 AH8526'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, AND 28 FEET SOUTH
 AH8526'OF THE CENTER OF THE EAST-WEST ROAD.
 AH8526'
 AH8526'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED KIEF 1962 NO 4 1976,
 AH8526'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 AH8526'3-INCHES.  IT IS 172 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 AH8526'ROAD, 20 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, AND 1.7
 AH8526'FEET EAST OF A METAL WITNESS POST.
 AH8526'
 AH8526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIEF 1962 NO 2 1976,
 AH8526'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 AH8526'IT IS 225 FEET SOUTH-SOUTHWEST OF THE SOUTH EDGE OF THE WEST ONE OF
 AH8526'TWO METAL GRAIN BINS, 148 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 AH8526'45 FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET SOUTH OF A
 AH8526'CORNER POWER POLE WITH TWO GUY WIRES, 6 FEET NORTH OF A GUY WIRE
 AH8526'ANCHOR, AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 AH8526'
 AH8526'THE ORIGINAL AZIMUTH MARK IS A STANDARD DISK STAMPED KIEF 1962,
 AH8526'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AH8526'IT IS 89 FEET SOUTH-SOUTHWEST OF A HOUSE, 46 FEET SOUTH-SOUTHEAST
 AH8526'OF A POWER POLE, 42 FEET NORTH OF THE CENTER OF THE DRIVEWAY, AND
 AH8526'9 FEET NORTH OF AN ASH TREE.
 AH8526'
 AH8526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MILES
 AH8526'NW OF KIEF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0764 ***********************************************************************
 SO0764  DESIGNATION -  KILLDEER
 SO0764  PID         -  SO0764
 SO0764  STATE/COUNTY-  ND/DUNN
 SO0764  USGS QUAD   -  KILLDEER MOUNTAINS (1974)
 SO0764
 SO0764                         *CURRENT SURVEY CONTROL
 SO0764  ___________________________________________________________________
 SO0764* NAD 83(1996)-  47 26 36.37432(N)    102 56 34.02641(W)     ADJUSTED  
 SO0764* NAVD 88     -      1001.     (meters)    3284.     (feet)  SCALED    
 SO0764  ___________________________________________________________________
 SO0764  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 SO0764  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 SO0764
 SO0764  HORZ ORDER  -  FIRST
 SO0764
 SO0764.The horizontal coordinates were established by classical geodetic methods
 SO0764.and adjusted by the National Geodetic Survey in January 1998..
 SO0764
 SO0764.The orthometric height was scaled from a topographic map.
 SO0764
 SO0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0764
 SO0764.The geoid height was determined by GEOID03.
 SO0764
 SO0764;                    North         East     Units Scale Factor Converg.
 SO0764;SPC ND S     -   200,371.660   415,785.375   MT  0.99999234   -1 46 54.2
 SO0764;SPC ND S     -   657,387.34  1,364,125.25   iFT  0.99999234   -1 46 54.2
 SO0764;SPC ND N     -    52,224.145   415,785.540   MT  0.99999803   -1 49 03.9
 SO0764;SPC ND N     -   171,339.06  1,364,125.79   iFT  0.99999803   -1 49 03.9
 SO0764;UTM  13      - 5,256,495.074   655,099.442   MT  0.99989563   +1 30 56.4
 SO0764
 SO0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0764!SPC ND S     -   0.99984591  x   0.99999234  =   0.99983825
 SO0764!SPC ND N     -   0.99984591  x   0.99999803  =   0.99984394
 SO0764!UTM  13      -   0.99984591  x   0.99989563  =   0.99974156
 SO0764
 SO0764|---------------------------------------------------------------------|
 SO0764| PID    Reference Object                     Distance      Geod. Az  |
 SO0764|                                                           dddmmss.s |
 SO0764| CQ7958 KILLDEER RM 1                         8.997 METERS 12401     |
 SO0764| CQ7957 KILLDEER AZ MK                                     2250700.9 |
 SO0764| CQ7959 KILLDEER RM 2                         6.957 METERS 25430     |
 SO0764|---------------------------------------------------------------------|
 SO0764
 SO0764                          SUPERSEDED SURVEY CONTROL
 SO0764
 SO0764  NAD 83(1986)-  47 26 36.37006(N)    102 56 34.01738(W) AD(       ) 1
 SO0764  NAD 27      -  47 26 36.31900(N)    102 56 32.35000(W) AD(       ) 1
 SO0764
 SO0764.Superseded values are not recommended for survey control.
 SO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0764.See file dsdata.txt to determine how the superseded data were derived.
 SO0764
 SO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5509956495(NAD 83)
 SO0764_MARKER: DS = TRIANGULATION STATION DISK
 SO0764_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0764_SP_SET: METAL PIPE IN CONCRETE
 SO0764
 SO0764  HISTORY     - Date     Condition        Report By
 SO0764  HISTORY     - 1941     MONUMENTED       CGS
 SO0764
 SO0764                          STATION DESCRIPTION
 SO0764
 SO0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0764'STATION IS ABOUT 10 MILES, AIR LINE DISTANCE, WNW OF KILLDEER,
 SO0764'NEAR THE CENTER AND ON THE HIGHEST POINT OF SOUTH KILLDEER
 SO0764'MOUNTAIN AND IN THE SW 1/4 SEC. 20, T. 146 N, R. 96 W.  THE RIDGE
 SO0764'RUNS E BY S AND W BY N AND IS QUITE FLAT ON THE TOP.  THE STATION
 SO0764'IS NEAR THE CENTER OF A GRASSY POINT WHICH IS ABOUT 200 YARDS
 SO0764'NE OF A WELL-DEFINED SADDLE IN THE RIDGE.  IT IS A STANDARD DISK
 SO0764'WHICH IS WELDED TO A 2-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN
 SO0764'CONCRETE IN THE GROUND.  IT IS STAMPED KILLDEER 1941 AND
 SO0764'PROJECTS ABOUT 6 INCHES.  THE SUBSURFACE MARK, A STANDARD DISK
 SO0764'SET IN CONCRETE, IS ABOUT 36 INCHES UNDERGROUND.
 SO0764'
 SO0764'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK WELDED TO A
 SO0764'2-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN THE GROUND.  IT IS
 SO0764'STAMPED KILLDEER NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0764'
 SO0764'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK WELDED TO A
 SO0764'2-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN THE GROUND.  IT IS
 SO0764'STAMPED KILLDEER NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0764'
 SO0764'THE AZIMUTH MARK IS ACROSS THE WELL-DEFINED SADDLE WHICH IS
 SO0764'SW OF THE STATION.  IT IS ON A HIGH POINT OF THE RIDGE ABOUT
 SO0764'40 FEET SE OF THE TRAIL ALONG THE TOP OF THE RIDGE AND IS SET
 SO0764'IN A DRILL HOLE IN AN 18-INCH SECTION OF OUTCROPPING BEDROCK
 SO0764'WHICH PROJECTS ABOUT 4 INCHES.  IT IS STAMPED KILLDEER 1941.
 SO0764'
 SO0764'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22
 SO0764'AND 25 AT KILLDEER, GO W ON STATE HIGHWAY 25 FOR 10.2 MILES AND
 SO0764'TURN RIGHT, N, ON A GRAVEL T-ROAD WHICH IS 0.4 MILE E OF A SMALL
 SO0764'STORE AND GAS PUMP ON THE N SIDE OF THE HIGHWAY, GO 4.4 MILES
 SO0764'AND TURN RIGHT OFF THE ROAD THROUGH A WIRE GATE IN THE FENCE ON
 SO0764'THE SE SIDE OF THE ROAD (THIS IS 0.9 MILE BEYOND THE SUMMIT
 SO0764'OF THE GRADE), FOLLOW NE ALONG THE FENCE FOR ABOUT 200 YARDS
 SO0764'AND THEN WORK EASTERLY ALONG THE RIDGE UP THE HILL FOR AS FAR
 SO0764'AS PRACTICAL WITH A TRUCK.  THEN CLIMB EASTERLY TO THE TOP
 SO0764'OF THE RIDGE AND GO NORTHEASTERLY ALONG THE TOP OF THE RIDGE
 SO0764'FOR ABOUT 1 MILE TO ITS HIGHEST POINT AND THE STATION.  A
 SO0764'WELL-DEFINED GAME TRAIL LEADS WITHIN 50 YARDS OF THE STATION.
 SO0764'
 SO0764'FOUR-FOOT SIGNALS AT LITVIN, KNIFE, GRASSY, LONE, AND NORTH
 SO0764'ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0762 ***********************************************************************
 SO0762  DESIGNATION -  KILLDEER MUNICIPAL TANK
 SO0762  PID         -  SO0762
 SO0762  STATE/COUNTY-  ND/DUNN
 SO0762  USGS QUAD   -  KILLDEER (1974)
 SO0762
 SO0762                         *CURRENT SURVEY CONTROL
 SO0762  ___________________________________________________________________
 SO0762* NAD 83(1996)-  47 22 18.58032(N)    102 45 13.16072(W)     ADJUSTED  
 SO0762* NAVD 88     -                                                        
 SO0762  ___________________________________________________________________
 SO0762  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 SO0762  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SO0762
 SO0762  HORZ ORDER  -  THIRD
 SO0762
 SO0762.The horizontal coordinates were established by classical geodetic methods
 SO0762.and adjusted by the National Geodetic Survey in January 1998..
 SO0762
 SO0762
 SO0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0762
 SO0762.The geoid height was determined by GEOID03.
 SO0762
 SO0762;                    North         East     Units Scale Factor Converg.
 SO0762;SPC ND S     -   191,987.238   429,815.494   MT  0.99997981   -1 38 37.6
 SO0762;SPC ND S     -   629,879.39  1,410,155.82   iFT  0.99997981   -1 38 37.6
 SO0762;UTM  13      - 5,248,931.945   669,587.671   MT  0.99995345   +1 39 11.4
 SO0762
 SO0762                          SUPERSEDED SURVEY CONTROL
 SO0762
 SO0762  NAD 83(1986)-  47 22 18.57612(N)    102 45 13.15233(W) AD(       ) 4
 SO0762  NAD 27      -  47 22 18.52200(N)    102 45 11.49000(W) AD(       ) 3
 SO0762
 SO0762.Superseded values are not recommended for survey control.
 SO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0762.See file dsdata.txt to determine how the superseded data were derived.
 SO0762
 SO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN6958848932(NAD 83)
 SO0762_MARKER: 53 = ELEVATED TANK
 SO0762
 SO0762  HISTORY     - Date     Condition        Report By
 SO0762  HISTORY     - 1941     FIRST OBSERVED   CGS
 SO0762
 SO0762                          STATION DESCRIPTION
 SO0762
 SO0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0762'THIS INTERSECTION STATION IS IN THE NW PART OF KILLDEER, AT
 SO0762'THE INTERSECTION OF MAIN STREET AND THE THIRD STREET W OF THE
 SO0762'NORTHERN PACIFIC RAILROAD TRACKS.  THE TANK AND 4-LEG TRUSSWORK
 SO0762'SUPPORTING TOWER ARE OF STEEL CONSTRUCTION, PAINTED BLACK AND
 SO0762'ABOUT 120 FEET HIGH.  IT WAS BUILT IN 1917.
 SO0762'
 SO0762'THE POINT LOCATED WAS A BALL AT THE APEX OF THE CONICAL ROOF
 SO0762'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0771 ***********************************************************************
 RP0771  DESIGNATION -  KINDRED
 RP0771  PID         -  RP0771
 RP0771  STATE/COUNTY-  ND/RICHLAND
 RP0771  USGS QUAD   -  BARRIE (1960)
 RP0771
 RP0771                         *CURRENT SURVEY CONTROL
 RP0771  ___________________________________________________________________
 RP0771* NAD 83(1996)-  46 36 06.59843(N)    097 05 06.55032(W)     ADJUSTED  
 RP0771* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 RP0771  ___________________________________________________________________
 RP0771  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 RP0771  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RP0771
 RP0771  HORZ ORDER  -  THIRD
 RP0771
 RP0771.The horizontal coordinates were established by classical geodetic methods
 RP0771.and adjusted by the National Geodetic Survey in January 1998..
 RP0771
 RP0771.The orthometric height was scaled from a topographic map.
 RP0771
 RP0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0771
 RP0771.The geoid height was determined by GEOID03.
 RP0771
 RP0771;                    North         East     Units Scale Factor Converg.
 RP0771;SPC ND S     -   109,635.367   861,545.690   MT  0.99994407   +2 29 26.6
 RP0771;SPC ND S     -   359,696.09  2,826,593.47   iFT  0.99994407   +2 29 26.6
 RP0771;UTM  14      - 5,162,699.722   646,653.803   MT  0.99986436   +1 23 29.6
 RP0771
 RP0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0771!SPC ND S     -   0.99995440  x   0.99994407  =   0.99989847
 RP0771!UTM  14      -   0.99995440  x   0.99986436  =   0.99981877
 RP0771
 RP0771|---------------------------------------------------------------------|
 RP0771| PID    Reference Object                     Distance      Geod. Az  |
 RP0771|                                                           dddmmss.s |
 RP0771| CO5769 KINDRED RM 2                         53.502 METERS 00456     |
 RP0771| RP0770 DAVENPORT                           APPROX.11.3 KM 0300913.0 |
 RP0771| RP0768 KINDRED REA RADIO MAST              APPROX. 7.1 KM 0411203.1 |
 RP0771| RP0769 KINDRED MUNICIPAL TANK              APPROX. 7.2 KM 0460243.1 |
 RP0771| CO5767 KINDRED AZ MK                                      0920756.6 |
 RP0771| CO5768 KINDRED RM 1                         60.497 METERS 26341     |
 RP0771|---------------------------------------------------------------------|
 RP0771
 RP0771                          SUPERSEDED SURVEY CONTROL
 RP0771
 RP0771  NAD 83(1986)-  46 36 06.59834(N)    097 05 06.54104(W) AD(       ) 3
 RP0771  NAD 27      -  46 36 06.70800(N)    097 05 05.20300(W) AD(       ) 3
 RP0771
 RP0771.Superseded values are not recommended for survey control.
 RP0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0771.See file dsdata.txt to determine how the superseded data were derived.
 RP0771
 RP0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4665462700(NAD 83)
 RP0771_MARKER: DS = TRIANGULATION STATION DISK
 RP0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0771
 RP0771  HISTORY     - Date     Condition        Report By
 RP0771  HISTORY     - 1954     MONUMENTED       CGS
 RP0771  HISTORY     - 1963     GOOD             CGS
 RP0771
 RP0771                          STATION DESCRIPTION
 RP0771
 RP0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0771'THE STATION IS LOCATED IN MR. MELVIN BERGS FARMYARD.  IT IS
 RP0771'8 MILES NORTHWEST OF WALCOTT AND 4 MILES SOUTHWEST OF KINDRED.
 RP0771'
 RP0771'REACHED FROM THE HIGH SCHOOL BUILDING IN KINDRED BY GOING
 RP0771'SOUTHERLY FOR 1.15 MILE TO A T-ROAD.  TURN RIGHT, WEST, AND
 RP0771'GO 3.3 MILES ON HIGHWAY 46 TO A SIDE ROAD LEFT.  TURN LEFT,
 RP0771'SOUTH, AND GO 1.0 MILE TO A CROSSROAD.  TURN RIGHT, WEST, AND
 RP0771'GO 0.5 MILE TO THE STATION AND MR. BERGS FARMHOUSE ON THE
 RP0771'RIGHT.
 RP0771'
 RP0771'THE STATION MARK IS 105 FEET EAST OF MR. BERGS LANE, 60
 RP0771'FEET NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 48 FEET
 RP0771'NORTHEAST OF A TELEPHONE POLE AND WITNESS POST AND IS LEVEL
 RP0771'WITH THE GROUND SURFACE.  THE DISK IS STAMPED KINDRED 1954.
 RP0771'
 RP0771'REFERENCE MARK NO. 1, WEST OF THE STATION AND AT THE EAST
 RP0771'EDGE OF A ROW OF SHELTER TREES, IS 77 FEET WEST OF THE LANE,
 RP0771'50 FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD, AND
 RP0771'PROJECTS 3 INCHES.  THE DISK IS STAMPED KINDRED NO 1 1954.
 RP0771'
 RP0771'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 16 FEET EAST
 RP0771'OF THE LANE, 2 FEET SOUTHEAST OF A TELEPHONE POLE, AND PROJECTS
 RP0771'2 INCHES.  THE DISK IS STAMPED KINDRED NO 2 1954.
 RP0771'
 RP0771'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 RP0771'IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD,
 RP0771'3 FEET NORTH OF A WIRE FENCE, 2 FEET WEST OF A WITNESS POST,
 RP0771'AND PROJECTS 3 INCHES.  THE DISK IS STAMPED KINDRED 1954.
 RP0771'
 RP0771'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RP0771
 RP0771                          STATION RECOVERY (1963)
 RP0771
 RP0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0771'THE STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 RP0771'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN REMOVED AND WAS
 RP0771'FOUND LYING ON TOP OF THE GROUND NEAR ITS ORIGINAL LOCATION.
 RP0771'THIS MARK COULD NOT BE RESET AT THIS TIME AS NO OBJECTS WERE
 RP0771'VISABLE FROM THE GROUND AT THE STATION.
 RP0771'
 RP0771'AN ERROR WAS FOUND IN THE DESCRIPTION TO REACH THE STATION.
 RP0771'FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--TO REACH
 RP0771'FROM KINDRED, FROM THE HIGH SCHOOL BUILDING, GO SOUTHERLY
 RP0771'ON MAIN ROAD FOR 1.15 MILES TO INTERSECTION WITH STATE HIGHWAY
 RP0771'46, TURN RIGHT AND GO WEST ON HIGHWAY 46 FOR 3.3 MILES TO
 RP0771'A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 2.0 MILES TO
 RP0771'CROSSROADS, TURN RIGHT AND GO WEST FOR 0.5 MILE TO THE STATION
 RP0771'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0769 ***********************************************************************
 RP0769  DESIGNATION -  KINDRED MUNICIPAL TANK
 RP0769  PID         -  RP0769
 RP0769  STATE/COUNTY-  ND/CASS
 RP0769  USGS QUAD   -  KINDRED (1959)
 RP0769
 RP0769                         *CURRENT SURVEY CONTROL
 RP0769  ___________________________________________________________________
 RP0769* NAD 83(1996)-  46 38 48.13666(N)    097 01 03.16059(W)     ADJUSTED  
 RP0769* NAVD 88     -                                                        
 RP0769  ___________________________________________________________________
 RP0769  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 RP0769  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0769
 RP0769  HORZ ORDER  -  THIRD
 RP0769
 RP0769.The horizontal coordinates were established by classical geodetic methods
 RP0769.and adjusted by the National Geodetic Survey in January 1998..
 RP0769
 RP0769
 RP0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0769
 RP0769.The geoid height was determined by GEOID03.
 RP0769
 RP0769;                    North         East     Units Scale Factor Converg.
 RP0769;SPC ND S     -   114,845.608   866,499.449   MT  0.99994121   +2 32 24.2
 RP0769;SPC ND S     -   376,790.05  2,842,845.96   iFT  0.99994121   +2 32 24.2
 RP0769;UTM  14      - 5,167,813.664   651,706.210   MT  0.99988289   +1 26 30.4
 RP0769
 RP0769                          SUPERSEDED SURVEY CONTROL
 RP0769
 RP0769  NAD 83(1986)-  46 38 48.13660(N)    097 01 03.15092(W) AD(       ) 4
 RP0769  NAD 27      -  46 38 48.24900(N)    097 01 01.82800(W) AD(       ) 3
 RP0769
 RP0769.Superseded values are not recommended for survey control.
 RP0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0769.See file dsdata.txt to determine how the superseded data were derived.
 RP0769
 RP0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5170667814(NAD 83)
 RP0769_MARKER: 53 = ELEVATED TANK
 RP0769
 RP0769  HISTORY     - Date     Condition        Report By
 RP0769  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0769
 RP0769                          STATION DESCRIPTION
 RP0769
 RP0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0769'THE STATION IS THE BALL ATOP THE METAL TANK LOCATED IN THE
 RP0769'SOUTHWEST PART OF THE TOWN OF KINDRED.  THE TANK IS ELEVATED
 RP0769'BY A FOUR LEGGED SKELETON FRAMEWORK AND IS APPROXIMATELY
 RP0769'120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0768 ***********************************************************************
 RP0768  DESIGNATION -  KINDRED REA RADIO MAST
 RP0768  PID         -  RP0768
 RP0768  STATE/COUNTY-  ND/CASS
 RP0768  USGS QUAD   -  KINDRED (1959)
 RP0768
 RP0768                         *CURRENT SURVEY CONTROL
 RP0768  ___________________________________________________________________
 RP0768* NAD 83(1996)-  46 38 58.61335(N)    097 01 27.79619(W)     ADJUSTED  
 RP0768* NAVD 88     -                                                        
 RP0768  ___________________________________________________________________
 RP0768  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RP0768  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RP0768
 RP0768  HORZ ORDER  -  THIRD
 RP0768
 RP0768.The horizontal coordinates were established by classical geodetic methods
 RP0768.and adjusted by the National Geodetic Survey in January 1998..
 RP0768
 RP0768
 RP0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0768
 RP0768.The geoid height was determined by GEOID03.
 RP0768
 RP0768;                    North         East     Units Scale Factor Converg.
 RP0768;SPC ND S     -   115,145.588   865,961.796   MT  0.99994104   +2 32 06.2
 RP0768;SPC ND S     -   377,774.24  2,841,082.01   iFT  0.99994104   +2 32 06.2
 RP0768;UTM  14      - 5,168,123.874   651,174.437   MT  0.99988091   +1 26 12.8
 RP0768
 RP0768                          SUPERSEDED SURVEY CONTROL
 RP0768
 RP0768  NAD 83(1986)-  46 38 58.61335(N)    097 01 27.78645(W) AD(       ) 4
 RP0768  NAD 27      -  46 38 58.72500(N)    097 01 26.46300(W) AD(       ) 3
 RP0768
 RP0768.Superseded values are not recommended for survey control.
 RP0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0768.See file dsdata.txt to determine how the superseded data were derived.
 RP0768
 RP0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5117468124(NAD 83)
 RP0768_MARKER: 42 = RADIO/TV MAST
 RP0768
 RP0768  HISTORY     - Date     Condition        Report By
 RP0768  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0768
 RP0768                          STATION DESCRIPTION
 RP0768
 RP0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0768'THE STATION IS THE LIGHT ATOP THE LONE, TALL RADIO MAST
 RP0768'LOCATED AT THE WEST EDGE OF THE TOWN OF KINDRED.  IT IS
 RP0768'APPROXIMATELY 180 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1126 ***********************************************************************
 SM1126  DESIGNATION -  KINGSLEY
 SM1126  PID         -  SM1126
 SM1126  STATE/COUNTY-  ND/GRIGGS
 SM1126  USGS QUAD   -  SUTTON (1961)
 SM1126
 SM1126                         *CURRENT SURVEY CONTROL
 SM1126  ___________________________________________________________________
 SM1126* NAD 83(1996)-  47 26 32.42885(N)    098 28 41.91080(W)     ADJUSTED  
 SM1126* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 SM1126  ___________________________________________________________________
 SM1126  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 SM1126  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SM1126
 SM1126  HORZ ORDER  -  FIRST
 SM1126
 SM1126.The horizontal coordinates were established by classical geodetic methods
 SM1126.and adjusted by the National Geodetic Survey in January 1998..
 SM1126
 SM1126.The orthometric height was scaled from a topographic map.
 SM1126
 SM1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1126
 SM1126.The geoid height was determined by GEOID03.
 SM1126
 SM1126;                    North         East     Units Scale Factor Converg.
 SM1126;SPC ND N     -    51,181.682   752,470.348   MT  0.99999824   +1 30 15.9
 SM1126;SPC ND N     -   167,918.90  2,468,734.74   iFT  0.99999824   +1 30 15.9
 SM1126;UTM  14      - 5,254,453.710   539,333.324   MT  0.99961901   +0 23 03.4
 SM1126
 SM1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1126!SPC ND N     -   0.99993322  x   0.99999824  =   0.99993146
 SM1126!UTM  14      -   0.99993322  x   0.99961901  =   0.99955225
 SM1126
 SM1126:                Primary Azimuth Mark                     Grid Az
 SM1126:SPC ND N     -  BINFORD PEAVEY ELEV CO W ELEV            035 12 14.1
 SM1126:UTM  14      -  BINFORD PEAVEY ELEV CO W ELEV            036 19 26.6
 SM1126
 SM1126|---------------------------------------------------------------------|
 SM1126| PID    Reference Object                     Distance      Geod. Az  |
 SM1126|                                                           dddmmss.s |
 SM1126| SM1116 BINFORD PEAVEY ELEV CO W ELEV       APPROX.16.4 KM 0364230.0 |
 SM1126| SM1118 BINFORD LUTHERAN CHURCH SPIRE       APPROX.16.9 KM 0364636.7 |
 SM1126| SM1117 BINFORD PEAVEY ELEV CO E ELEV       APPROX.16.4 KM 0374049.5 |
 SM1126| SM1128 SUTTON SPECIAL SCHOOL BELFRY        APPROX. 5.3 KM 1435719.6 |
 SM1126| SM1127 SUTTON FARMERS GRAIN CO ELEV        APPROX. 5.5 KM 1480650.1 |
 SM1126| CO5771 KINGSLEY RM 1                        25.858 METERS 23407     |
 SM1126| CO5770 KINGSLEY AZ MK                                     2704741.5 |
 SM1126| SM1129 GLENFIELD                           APPROX.11.1 KM 2740605.7 |
 SM1126| SM1131 GLENFIELD NE LUTHERAN CH SPIRE      APPROX. 7.0 KM 2821103.5 |
 SM1126| CO5772 KINGSLEY RM 2                        32.202 METERS 31912     |
 SM1126|---------------------------------------------------------------------|
 SM1126
 SM1126                          SUPERSEDED SURVEY CONTROL
 SM1126
 SM1126  NAD 83(1986)-  47 26 32.42930(N)    098 28 41.90887(W) AD(       ) 1
 SM1126  NAD 27      -  47 26 32.44300(N)    098 28 40.55600(W) AD(       ) 1
 SM1126
 SM1126.Superseded values are not recommended for survey control.
 SM1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1126.See file dsdata.txt to determine how the superseded data were derived.
 SM1126
 SM1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT3933354454(NAD 83)
 SM1126_MARKER: DS = TRIANGULATION STATION DISK
 SM1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1126
 SM1126  HISTORY     - Date     Condition        Report By
 SM1126  HISTORY     - 1941     MONUMENTED       CGS
 SM1126  HISTORY     - 1961     SEE DESCRIPTION  USGS
 SM1126
 SM1126                          STATION DESCRIPTION
 SM1126
 SM1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1126'STATION IS ABOUT 4-1/4 MILES E BY S OF GLENFIELD, 1.0 MILE
 SM1126'E OF THE FOSTER-GRIGGS COUNTY LINE, ON THE S SIDE OF STATE
 SM1126'HIGHWAY 7, IN THE NW CORNER OF SEC. 29, T. 146 N, R. 61 W.
 SM1126'IT IS IN THE SE CORNER OF THE INTERSECTION OF STATE HIGHWAY
 SM1126'7 AND A DIM N-S DIRT ROAD, 45 FEET S OF THE CENTER LINE OF
 SM1126'STATE HIGHWAY 7 AND 32 FEET E OF THE CENTER LINE OF THE
 SM1126'N-S ROAD, AND 5-1/2 FEET S OF A WHITE REFERENCE POST.  IT IS
 SM1126'STAMPED KINGSLEY 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1126'
 SM1126'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1126'BRONZE DISKS SET IN CONCRETE.
 SM1126'
 SM1126'REFERENCE MARK NO. 1 IS SW OF THE STATION AND 37 FEET W OF THE
 SM1126'CENTER LINE OF THE N-S ROAD.  IT IS STAMPED KINGSLEY NO. 1
 SM1126'1941 AND PROJECTS ABOUT 6 INCHES.
 SM1126'
 SM1126'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 30 FEET N OF THE
 SM1126'CENTER LINE OF STATE HIGHWAY 7.  IT IS STAMPED KINGSLEY NO.
 SM1126'2 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1126'
 SM1126'THE AZIMUTH MARK IS 1.0 MILE E OF THE STATION, 42 FEET SW
 SM1126'OF THE CENTER LINE OF STATE HIGHWAY 7 AT A POINT NEAR THE
 SM1126'MIDDLE OF A CURVE OF THE HIGHWAY, AND 2-1/2 FEET N OF A WHITE
 SM1126'REFERENCE POST.  IT IS STAMPED KINGSLEY 1941 AND PROJECTS
 SM1126'ABOUT 6 INCHES.
 SM1126'
 SM1126'TO REACH FROM GLENFIELD, GO E ON STATE HIGHWAY 20 FOR 3.0
 SM1126'MILES AND TURN RIGHT, S, AT A TURN IN THE HIGHWAY, GO 1.0
 SM1126'MILE AND TURN LEFT, E, AT A TURN IN THE HIGHWAY (THE AZIMUTH
 SM1126'MARK IS ON THE SW SIDE OF THIS CURVE), GO 1.0 MILE TO THE
 SM1126'STATION ON THE S SIDE OF THE HIGHWAY.
 SM1126'
 SM1126'A 64-FOOT SIGNAL AT GLENFIELD IS VISIBLE AT 12 FEET.
 SM1126'
 SM1126'A 24-FOOT SIGNAL AT MC HENRY IS VISIBLE AT 20 FEET.
 SM1126'
 SM1126'A 24-FOOT SIGNAL AT MOSE IS VISIBLE AT 12 FEET.
 SM1126'
 SM1126'A 24-FOOT SIGNAL AT BINFORD IS VISIBLE AT 12 FEET.
 SM1126'
 SM1126'A 64-FOOT SIGNAL AT RETZLAFF IS VISIBLE AT 12 FEET.
 SM1126'
 SM1126'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM1126
 SM1126                          STATION RECOVERY (1961)
 SM1126
 SM1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 SM1126'A FARMER IN THE AREA REPORTED TO GRIGGS COUNTY ATTORNEY THAT
 SM1126'THE POST WAS KNOCKED OUT OF THE GROUND BY ROAD CONSTRUCTION
 SM1126'AND REPLACED IN THE GROUND BY THE OPERATOR OF THE DOZER,
 SM1126'UNDERGROUND MARK WAS NOT DISTURBED.  THE DISTANCES IN THE
 SM1126'DESCRIPTION CHECKED VERY GOOD, STADIA ELEVATION WAS 2 FEET
 SM1126'LOWER THAN ORIGINAL STADIA ELEVATION.  REFERENCE MARKS ARE
 SM1126'DESTROYED AND AZIMUTH MARK WAS NOT FOUND AFTER A LONG SEARCH.
 SM1126'POST IS STILL IN PLACE.
 SM1126'
 SM1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NE COR. SEC.
 SM1126'29, T146NR61W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0210 ***********************************************************************
 RP0210  DESIGNATION -  KK 30
 RP0210  PID         -  RP0210
 RP0210  STATE/COUNTY-  ND/RICHLAND
 RP0210  USGS QUAD   -  HANKINSON (1964)
 RP0210
 RP0210                         *CURRENT SURVEY CONTROL
 RP0210  ___________________________________________________________________
 RP0210* NAD 83(1986)-  46 05 55.     (N)    096 55 27.     (W)     SCALED    
 RP0210* NAVD 88     -       326.809  (meters)    1072.21   (feet)  ADJUSTED  
 RP0210  ___________________________________________________________________
 RP0210  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RP0210  DYNAMIC HT  -         326.810 (meters)    1072.21  (feet)  COMP
 RP0210  MODELED GRAV-     980,609.0   (mgal)                       NAVD 88
 RP0210
 RP0210  VERT ORDER  -  SECOND    CLASS 0
 RP0210
 RP0210.The horizontal coordinates were scaled from a topographic map and have
 RP0210.an estimated accuracy of +/- 6 seconds.
 RP0210
 RP0210.The orthometric height was determined by differential leveling
 RP0210.and adjusted by the National Geodetic Survey in June 1991..
 RP0210
 RP0210.The geoid height was determined by GEOID03.
 RP0210
 RP0210.The dynamic height is computed by dividing the NAVD 88
 RP0210.geopotential number by the normal gravity value computed on the
 RP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0210.degrees latitude (g = 980.6199 gals.).
 RP0210
 RP0210.The modeled gravity was interpolated from observed gravity values.
 RP0210
 RP0210;                    North         East    Units  Estimated Accuracy
 RP0210;SPC ND S     -    54,310.      876,410.      MT  (+/- 180 meters Scaled)
 RP0210
 RP0210                          SUPERSEDED SURVEY CONTROL
 RP0210
 RP0210  NGVD 29 (??/??/92)  326.566  (m)         1071.41   (f) ADJ UNCH    2 0
 RP0210
 RP0210.Superseded values are not recommended for survey control.
 RP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0210.See file dsdata.txt to determine how the superseded data were derived.
 RP0210
 RP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS604070(NAD 83)
 RP0210_MARKER: DB = BENCH MARK DISK
 RP0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0210_SP_SET: FOUNDATION
 RP0210_STAMPING: KK-30 1934
 RP0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0210
 RP0210  HISTORY     - Date     Condition        Report By
 RP0210  HISTORY     - 1934     MONUMENTED       CGS
 RP0210
 RP0210                          STATION DESCRIPTION
 RP0210
 RP0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0210'2.8 MI NW FROM HANKINSON.
 RP0210'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 105 FEET
 RP0210'SOUTHEAST OF MILEPOLE NO. 208.  AT RAILROAD WATER TANK, SET IN THE
 RP0210'CONCRETE FOUNDATION OF THE WELL.  4 INCHES FROM EDGE AND 4 INCHES
 RP0210'NORTHWEST FROM EDGE OF MAN-HOLE.  18 FEET NORTHEAST OF THE CENTERLINE
 RP0210'OF THE TRACK.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0210'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1475 ***********************************************************************
 TF1475  DESIGNATION -  KK 343
 TF1475  PID         -  TF1475
 TF1475  STATE/COUNTY-  ND/RENVILLE
 TF1475  USGS QUAD   -  GRANO NE (1949)
 TF1475
 TF1475                         *CURRENT SURVEY CONTROL
 TF1475  ___________________________________________________________________
 TF1475* NAD 83(1986)-  48 42 19.     (N)    101 31 00.     (W)     SCALED    
 TF1475* NAVD 88     -       504.501  (meters)    1655.18   (feet)  ADJUSTED  
 TF1475  ___________________________________________________________________
 TF1475  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1475  DYNAMIC HT  -         504.606 (meters)    1655.53  (feet)  COMP
 TF1475  MODELED GRAV-     980,803.4   (mgal)                       NAVD 88
 TF1475
 TF1475  VERT ORDER  -  SECOND    CLASS 0
 TF1475
 TF1475.The horizontal coordinates were scaled from a topographic map and have
 TF1475.an estimated accuracy of +/- 6 seconds.
 TF1475
 TF1475.The orthometric height was determined by differential leveling
 TF1475.and adjusted by the National Geodetic Survey in June 1991..
 TF1475
 TF1475.The geoid height was determined by GEOID03.
 TF1475
 TF1475.The dynamic height is computed by dividing the NAVD 88
 TF1475.geopotential number by the normal gravity value computed on the
 TF1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1475.degrees latitude (g = 980.6199 gals.).
 TF1475
 TF1475.The modeled gravity was interpolated from observed gravity values.
 TF1475
 TF1475;                    North         East    Units  Estimated Accuracy
 TF1475;SPC ND N     -   190,100.      525,170.      MT  (+/- 180 meters Scaled)
 TF1475
 TF1475                          SUPERSEDED SURVEY CONTROL
 TF1475
 TF1475  NGVD 29 (??/??/92)  504.11   (m)         1653.9    (f) COMPUTED    2 0
 TF1475
 TF1475.Superseded values are not recommended for survey control.
 TF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1475.See file dsdata.txt to determine how the superseded data were derived.
 TF1475
 TF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU148977(NAD 83)
 TF1475_MARKER: DB = BENCH MARK DISK
 TF1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1475_STAMPING: KK 343 1935
 TF1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1475+STABILITY: SURFACE MOTION
 TF1475
 TF1475  HISTORY     - Date     Condition        Report By
 TF1475  HISTORY     - 1935     MONUMENTED       CGS
 TF1475  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1475
 TF1475                          STATION DESCRIPTION
 TF1475
 TF1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1475'4.0 MI S FROM MOHALL.
 TF1475'4.0 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE INTERSECTION OF
 TF1475'STATE HIGHWAY 5 AT MOHALL, RENVILLE COUNTY, IN THE SOUTHEAST QUARTER
 TF1475'OF A ROAD INTERSECTION, 34 FEET EAST OF THE CENTERLINE OF THE
 TF1475'NORTH-AND-SOUTH ROAD, 29 FEET SOUTH OF THE CENTERLINE OF THE
 TF1475'EAST-AND-WEST ROAD, 2 FEET NORTHWEST OF A FENCE CORNER, AND LEVEL WITH
 TF1475'THE ROAD.  A STANDARD DISK, STAMPED KK 343 1935 AND SET IN THE TOP OF
 TF1475'A CONCRETE POST.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED WHEN THE ROAD
 TF1475'WAS WIDENED BY THE STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0389 ***********************************************************************
 RS0389  DESIGNATION -  KNIFE
 RS0389  PID         -  RS0389
 RS0389  STATE/COUNTY-  ND/STARK
 RS0389  USGS QUAD   -  RICHARDTON (1973)
 RS0389
 RS0389                         *CURRENT SURVEY CONTROL
 RS0389  ___________________________________________________________________
 RS0389* NAD 83(1996)-  46 58 35.76079(N)    102 16 29.40430(W)     ADJUSTED  
 RS0389* NAVD 88     -       703.0    (meters)    2306.     (feet)  VERTCON   
 RS0389  ___________________________________________________________________
 RS0389  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 RS0389  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RS0389
 RS0389  HORZ ORDER  -  FIRST
 RS0389
 RS0389.The horizontal coordinates were established by classical geodetic methods
 RS0389.and adjusted by the National Geodetic Survey in January 1998..
 RS0389
 RS0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0389
 RS0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0389
 RS0389.The geoid height was determined by GEOID03.
 RS0389
 RS0389;                    North         East     Units Scale Factor Converg.
 RS0389;SPC ND S     -   147,134.104   464,974.004   MT  0.99993891   -1 17 40.3
 RS0389;SPC ND S     -   482,723.44  1,525,505.26   iFT  0.99993891   -1 17 40.3
 RS0389;UTM  13      - 5,206,168.674   707,267.409   MT  1.00012803   +1 59 34.8
 RS0389
 RS0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0389!SPC ND S     -   0.99989269  x   0.99993891  =   0.99983161
 RS0389!UTM  13      -   0.99989269  x   1.00012803  =   1.00002071
 RS0389
 RS0389|---------------------------------------------------------------------|
 RS0389| PID    Reference Object                     Distance      Geod. Az  |
 RS0389|                                                           dddmmss.s |
 RS0389| CS9114 KNIFE RM 1                            8.440 METERS 04250     |
 RS0389| RS0391 RICHARDTON MUNICIPAL TANK           APPROX.10.2 KM 1964312.3 |
 RS0389| CS9113 KNIFE AZ MK                                        2824036.1 |
 RS0389| CS9115 KNIFE RM 2                           10.747 METERS 32857     |
 RS0389|---------------------------------------------------------------------|
 RS0389
 RS0389                          SUPERSEDED SURVEY CONTROL
 RS0389
 RS0389  NAD 83(1986)-  46 58 35.75603(N)    102 16 29.39716(W) AD(       ) 1
 RS0389  NAD 27      -  46 58 35.73300(N)    102 16 27.77200(W) AD(       ) 1
 RS0389  NGVD 29 (07/19/86)  702.5    (m)         2305.     (f) VERT ANG       
 RS0389
 RS0389.Superseded values are not recommended for survey control.
 RS0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0389.See file dsdata.txt to determine how the superseded data were derived.
 RS0389
 RS0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0726706169(NAD 83)
 RS0389_MARKER: DS = TRIANGULATION STATION DISK
 RS0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0389
 RS0389  HISTORY     - Date     Condition        Report By
 RS0389  HISTORY     - 1951     MONUMENTED       CGS
 RS0389  HISTORY     - 1961     GOOD             CGS
 RS0389
 RS0389                          STATION DESCRIPTION
 RS0389
 RS0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0389'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF RICHARDTON,
 RS0389'ON THE SUMMIT OF A LARGE FLAT-TOPPED BUTTE, 0.1 MILE WESTERLY
 RS0389'OF THE APEX OF AN EAST-WEST RAVINE LEADING TO THE TOP OF THE
 RS0389'BUTTE, AND 20 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE BUTTE.
 RS0389'
 RS0389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 RS0389'10 AND STATE HIGHWAY NO. 8 NEAR THE WEST EDGE OF RICHARDTON,
 RS0389'GO NORTH ON NO. 8 FOR 6.5 MILES.  THEN RIGHT, EAST, ON A
 RS0389'GRAVELED ROAD FOR 2.15 MILES TO A WIRE GATE ON THE RIGHT (JUST
 RS0389'AFTER CROSSING A SMALL WOODEN BRIDGE).  THEN RIGHT, THROUGH THE
 RS0389'GATE, (SOUTHWEST) ON A TRACK ROAD FOR 0.15 MILE TO A GATE.
 RS0389'PASS THROUGH THE GATE, CONTINUE SOUTHWESTERLY, FOR 0.1 MILE TO
 RS0389'A FENCE CORNER.  TURN LEFT, EAST, FOLLOW THE FENCE LINE FOR
 RS0389'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RS0389'CONTINUE EAST FOR 0.25 MILE TO A FENCE CORNER.  THEN RIGHT,
 RS0389'SOUTH AND SOUTHEASTERLY, FOLLOW THE RAVINE FOR 0.3 MILE TO
 RS0389'THE CREST OF THE RIDGE.  THEN SHARP LEFT, WESTERLY, FOR 0.1
 RS0389'MILE TO THE STATION AS DESCRIBED.
 RS0389'
 RS0389'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RS0389'KNIFE 1951.
 RS0389'
 RS0389'REFERENCE MARK NO. 1 IS 50 FEET NORTHEAST OF THE SOUTHWEST
 RS0389'EDGE OF THE BUTTE.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RS0389'KNIFE NO 1 1951.
 RS0389'
 RS0389'REFERENCE MARK NO. 2 IS 25 FEET NORTHEAST OF THE SOUTHWEST
 RS0389'EDGE OF THE BUTTE.  IT PROJECTS 6 INCHES, AND THE DISK IS
 RS0389'STAMPED KNIFE NO 2 1951.
 RS0389'
 RS0389'THE AZIMUTH MARK IS 0.15 MILE EAST OF A FENCE CORNER, AND 6
 RS0389'INCHES SOUTH OF THE WIRE FENCE.  IT PROJECTS 4 INCHES, AND
 RS0389'THE DISK IS STAMPED KNIFE 1951.
 RS0389'
 RS0389'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0389'CYLINDERS.
 RS0389
 RS0389                          STATION RECOVERY (1961)
 RS0389
 RS0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RS0389'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RS0389'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION
 RS0389'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0807 ***********************************************************************
 SO0807  DESIGNATION -  KNIFE
 SO0807  PID         -  SO0807
 SO0807  STATE/COUNTY-  ND/DUNN
 SO0807  USGS QUAD   -  GRASSY BUTTE SE (1974)
 SO0807
 SO0807                         *CURRENT SURVEY CONTROL
 SO0807  ___________________________________________________________________
 SO0807* NAD 83(1996)-  47 18 15.22005(N)    103 01 54.60790(W)     ADJUSTED  
 SO0807* NAVD 88     -       815.7    (meters)    2676.     (feet)  VERTCON   
 SO0807  ___________________________________________________________________
 SO0807  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 SO0807  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 SO0807
 SO0807  HORZ ORDER  -  FIRST
 SO0807
 SO0807.The horizontal coordinates were established by classical geodetic methods
 SO0807.and adjusted by the National Geodetic Survey in January 1998..
 SO0807
 SO0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0807
 SO0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0807
 SO0807.The geoid height was determined by GEOID03.
 SO0807
 SO0807;                    North         East     Units Scale Factor Converg.
 SO0807;SPC ND S     -   185,115.582   408,573.477   MT  0.99996943   -1 50 48.0
 SO0807;SPC ND S     -   607,334.59  1,340,464.16   iFT  0.99996943   -1 50 48.0
 SO0807;UTM  13      - 5,240,851.167   648,777.060   MT  0.99987203   +1 26 48.5
 SO0807
 SO0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0807!SPC ND S     -   0.99987486  x   0.99996943  =   0.99984429
 SO0807!UTM  13      -   0.99987486  x   0.99987203  =   0.99974690
 SO0807
 SO0807|---------------------------------------------------------------------|
 SO0807| PID    Reference Object                     Distance      Geod. Az  |
 SO0807|                                                           dddmmss.s |
 SO0807| AJ5161 KNIFE RM 1                           11.350 METERS 17720     |
 SO0807| AJ5163 KNIFE AZ MK                                        2502241.2 |
 SO0807| AJ5162 KNIFE RM 2                           10.145 METERS 28728     |
 SO0807| SO0809 GRASSY                              APPROX.19.3 KM 3014541.1 |
 SO0807|---------------------------------------------------------------------|
 SO0807
 SO0807                          SUPERSEDED SURVEY CONTROL
 SO0807
 SO0807  NAD 83(1986)-  47 18 15.21643(N)    103 01 54.59918(W) AD(       ) 1
 SO0807  NAD 27      -  47 18 15.15400(N)    103 01 52.92200(W) AD(       ) 1
 SO0807  NGVD 29 (07/19/86)  815.2    (m)         2675.     (f) VERT ANG       
 SO0807
 SO0807.Superseded values are not recommended for survey control.
 SO0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0807.See file dsdata.txt to determine how the superseded data were derived.
 SO0807
 SO0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN4877740851(NAD 83)
 SO0807_MARKER: DS = TRIANGULATION STATION DISK
 SO0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0807_STAMPING: KNIFE 1941
 SO0807_MARK LOGO: CGS   
 SO0807_PROJECTION: PROJECTING 15 CENTIMETERS
 SO0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0807+STABILITY: SURFACE MOTION
 SO0807
 SO0807  HISTORY     - Date     Condition        Report By
 SO0807  HISTORY     - 1941     MONUMENTED       CGS
 SO0807  HISTORY     - 1962     GOOD             USGS
 SO0807  HISTORY     - 1981     GOOD             LOCENG
 SO0807  HISTORY     - 19821019 GOOD             NGS
 SO0807
 SO0807                          STATION DESCRIPTION
 SO0807
 SO0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0807'STATION IS ABOUT 13 MILES WSW OF THE TOWN OF KILLDEER, ABOUT
 SO0807'0.35 MILE N AND ABOUT 80 YARDS E OF THE SW CORNER OF SEC. 7,
 SO0807'T. 144 N, R. 97 W, ON THE NW AND HIGHEST END OF A HIGH
 SO0807'PROMINENT HILL BETWEEN THE KNIFE AND LITTLE KNIFE RIVERS.  IT IS
 SO0807'ABOUT 16 FEET S OF THE N EDGE OF THE BLUFF AND 6 FEET S OF A
 SO0807'WHITE REFERENCE POST.  MARK IS STAMPED KNIFE 1941 AND PROJECTS
 SO0807'ABOUT 6 INCHES.
 SO0807'
 SO0807'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 SO0807'STANDARD BRONZE DISKS SET IN CONCRETE.
 SO0807'
 SO0807'REFERENCE MARK NO. 1 IS STAMPED KNIFE NO. 1 1941 AND PROJECTS
 SO0807'ABOUT 6 INCHES.
 SO0807'
 SO0807'REFERENCE MARK NO. 2 IS 3 FEET S OF THE N EDGE OF THE BLUFF.  IT
 SO0807'IS STAMPED KNIFE NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0807'
 SO0807'THE AZIMUTH MARK IS 20 FEET W OF THE CENTER LINE OF A DIRT
 SO0807'ROAD, 20 FEET N OF THE CENTER LINE OF A DIRT ROAD, 4 FEET
 SO0807'N OF 2 MAIL BOXES AND 3 FEET S OF A WHITE REFERENCE POST.  IT IS
 SO0807'STAMPED KNIFE 1941 AND PROJECTS ABOUT 10 INCHES.
 SO0807'
 SO0807'TO REACH THE STATION FROM THE N JUNCTION OF STATE HIGHWAYS
 SO0807'22 AND 25 S OF THE TOWN OF KILLDEER, GO W ON STATE HIGHWAY 25
 SO0807'FOR 9.2 MILES TO A CROSS ROAD, TURN LEFT, S, AND GO 3 MILES
 SO0807'ON A DIRT ROAD TO A T-ROAD, TURN RIGHT, W, AND GO 0.9 MILE TO A
 SO0807'T-ROAD, TURN LEFT, S, AND GO 1.1 MILES TO A T-ROAD, TURN RIGHT,
 SO0807'W, AND GO 1.1 MILES TO A T-ROAD, TURN LEFT, S, AND GO 0.5 MILE TO
 SO0807'A RIGHT TURN, TURN RIGHT AND GO 0.5 MILE TO A LEFT TURN, TURN
 SO0807'LEFT AND GO 0.5 MILE TO A T-ROAD TURN RIGHT, W, AND GO 1.6
 SO0807'MILES TO A DIRT ROAD LEFT AND A MAILBOX GEORGE BURIAN ON
 SO0807'THE RIGHT, *TURN RIGHT, N, BETWEEN 2 FIELDS AND GO 0.45
 SO0807'MILE TO THE HIGHEST AND MOST NORTHERLY POINT AND STATION.
 SO0807'
 SO0807'*FROM THIS POINT CONTINUE W ON MAIN DIRT ROAD FOR 1 MILE TO
 SO0807'A CROSS ROAD AND THE AZIMUTH MARK NEAR 2 MAIL BOXES.
 SO0807'
 SO0807'FOUR-FOOT SIGNALS AT GRASSY, LONE, KILLDEER AND LITVIN ARE
 SO0807'VISIBLE ON THE GROUND.
 SO0807
 SO0807                          STATION RECOVERY (1962)
 SO0807
 SO0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SO0807'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SO0807
 SO0807                          STATION RECOVERY (1981)
 SO0807
 SO0807'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (WDP)
 SO0807'KNIFE RECOVERED GOOD.
 SO0807'
 SO0807'2 REFERENCE MARKS RECOVERED GOOD.
 SO0807'
 SO0807'AZIMUTH MARK DESTROYED.
 SO0807'
 SO0807'DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MI WSW OF KILLDEET.
 SO0807
 SO0807                          STATION RECOVERY (1982)
 SO0807
 SO0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 SO0807'THE STATION AND PERIPHERAL MARKS WERE ALL RECOVERED AND WITH THE
 SO0807'EXCEPTION OF THE AZIMUTH MARK, WERE IN GOOD CONDITION.  THE AZIMUTH
 SO0807'MARK WAS DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION AND THE STATION
 SO0807'WAS VISITED TO ESTABLISH AZIMUTH MARK 2.  OBSERVATIONS TO THE AZIMUTH
 SO0807'MARK WERE NOTED TO BE OVER 3 MINUTES DIFFERENT IN DIRECTION THAN
 SO0807'PREVIOUSLY RECORDED.  UPON INVESTIGATION, IT WAS DETERMINED FROM LOCAL
 SO0807'RESIDENTS THAT THE MARK HAD BEEN MOVED BY COUNTY CONSTRUCTION WORKERS
 SO0807'A FEW YEARS AGO.  DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 SO0807'AGREED WITHIN THE ALLOWABLE.  NEW DESCRIPTIVE TEXT FOLLOWS.
 SO0807' 
 SO0807'THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) WEST-SOUTHWEST OF
 SO0807'KILLDEER, ON THE NORTHWEST END OF A PROMINENT HILL IN THE LITTLE KNIFE
 SO0807'OIL FIELD AND 0.1 KM (0.05 MI) WEST OF AN OIL WELL.  TO REACH THE
 SO0807'STATION FROM THE JUNCTION OF HIGHWAYS 22 AND 200, IN SOUTH PART OF
 SO0807'KILLDEER, GO WEST ON HIGHWAY 200 20.6 KM (12.80 MI) TO THE KLATT RANCH
 SO0807'ON THE RIGHT.  JUST AFTER AN 5 CURVE IN THE HIGHWAY.  CONTINUE WEST ON
 SO0807'THE HIGHWAY FOR 0.8 KM (0.50 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND
 SO0807'FOLLOW GRAVELED ROAD FOR 3.2 KM (2.00 MI) SOUTH, 1.6 KM (1.00 FI) WEST
 SO0807'AND 2.9 KM (1.80 MI) SOUTH TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 SO0807'SOUTH ON GRAVELED ROAD FOR 0.3 KM (0.20 MI) TO A CROSSROAD.  TURN LEFT
 SO0807'AND GO EAST ON GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A CROSSROAD.
 SO0807'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.3 KM (0.20 MI) TO A DIM
 SO0807'TRACK ROAD FORK ON THE RIGHT.  KEEP RIGHT ALONG TRACK ROAD, UPHILL,
 SO0807'FOR 0.3 KM (0.20 MI) TO THE STATION.
 SO0807' 
 SO0807'THE STATION IS A STANDARD CGS DISK STAMPED--KNIFE 1941--, SET INTO THE
 SO0807'TOP OF A SQUARE CONCRETE MONUMENT.  12 INCHES (30 CM) IN DIAMETER,
 SO0807'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 4.6 METERS
 SO0807'(15.1 FT) SOUTH FROM THE NORTH EDGE OF THE HILL.  2.0 METERS (6.6 FT)
 SO0807'SOUTH FROM A WOODEN WITNESS POST.
 SO0807' 
 SO0807'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--KNIFE NO 1 1941--,
 SO0807'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM)
 SO0807'IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE MARK
 SO0807'IS LOCATED IN GRASSY AREA AT THE NORTHWEST CORNER OF A CULTIVATED
 SO0807'FIELD AND 0.3 METER (1.0 FT) LOWER THAN THE STATION.
 SO0807' 
 SO0807'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--KNIFE NO 2 1941--,
 SO0807'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT. 12 INCHES (30 CM) IN
 SO0807'DIAMETER. PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. LOCATED NEAR
 SO0807'THE NORTHWEST POINT OF THE HILL.  LOCATED 1.0 METER (3.3 FT) SOUTH
 SO0807'FROM THE NORTH EDGE OF THE HILL AND 0.3 METER (1.0 FT) LOWER THAN THE
 SO0807'STATION.
 SO0807' 
 SO0807'AZIMUTH MARK NO 2 IS STANDARD NGS DISK STAMPED--KNIFE 1941 NO 2
 SO0807'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 SO0807'(25 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 SO0807'UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK, SET INTO AN
 SO0807'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 M (3.3 FT) BELOW THE
 SO0807'SURFACE.  LOCATED 24.8 METERS (81.4 FT) WEST FROM THE CENTER OF A
 SO0807'GRAVELED ROAD. 7.5 METERS (24.6 FT) SOUTH FROM THE CENTER OF A GRAVLED
 SO0807'ROAD. 5.0 METERS (16.4 FT) SOUTHWEST FROM THE SW CORNER OF A CATTLE
 SO0807'GUARD.  0.55 METER (1.80 FT) NORTH FROM A METAL WITNESS POST AND A
 SO0807'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1791 ***********************************************************************
 TG1791  DESIGNATION -  KNIFE
 TG1791  PID         -  TG1791
 TG1791  STATE/COUNTY-  ND/MOUNTRAIL
 TG1791  USGS QUAD   -  SIKES DAM (1981)
 TG1791
 TG1791                         *CURRENT SURVEY CONTROL
 TG1791  ___________________________________________________________________
 TG1791* NAD 83(1996)-  48 08 56.41538(N)    102 28 12.72477(W)     ADJUSTED  
 TG1791* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 TG1791  ___________________________________________________________________
 TG1791  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TG1791  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1791
 TG1791  HORZ ORDER  -  FIRST
 TG1791
 TG1791.The horizontal coordinates were established by classical geodetic methods
 TG1791.and adjusted by the National Geodetic Survey in January 1998..
 TG1791
 TG1791.The orthometric height was scaled from a topographic map.
 TG1791
 TG1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1791
 TG1791.The geoid height was determined by GEOID03.
 TG1791
 TG1791;                    North         East     Units Scale Factor Converg.
 TG1791;SPC ND N     -   129,623.015   453,422.217   MT  0.99993647   -1 27 57.9
 TG1791;SPC ND N     -   425,272.36  1,487,605.70   iFT  0.99993647   -1 27 57.9
 TG1791;UTM  13      - 5,335,956.816   688,160.907   MT  1.00003504   +1 53 05.8
 TG1791
 TG1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1791!SPC ND N     -   0.99988570  x   0.99993647  =   0.99982217
 TG1791!UTM  13      -   0.99988570  x   1.00003504  =   0.99992073
 TG1791
 TG1791:                Primary Azimuth Mark                     Grid Az
 TG1791:SPC ND N     -  KNIFE AZ MK                              095 27 36.8
 TG1791:UTM  13      -  KNIFE AZ MK                              092 06 33.1
 TG1791
 TG1791|---------------------------------------------------------------------|
 TG1791| PID    Reference Object                     Distance      Geod. Az  |
 TG1791|                                                           dddmmss.s |
 TG1791| CQ7960 KNIFE AZ MK                                        0935938.9 |
 TG1791| CQ7961 KNIFE RM 1                           18.748 METERS 10006     |
 TG1791| TG1810 TOP                                 APPROX. 7.5 KM 2605424.5 |
 TG1791| CQ7962 KNIFE RM 2                           32.025 METERS 35343     |
 TG1791|---------------------------------------------------------------------|
 TG1791
 TG1791                          SUPERSEDED SURVEY CONTROL
 TG1791
 TG1791  NAD 83(1986)-  48 08 56.41559(N)    102 28 12.72107(W) AD(       ) 1
 TG1791  NAD 27      -  48 08 56.35410(N)    102 28 11.08390(W) AD(       ) 1
 TG1791
 TG1791.Superseded values are not recommended for survey control.
 TG1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1791.See file dsdata.txt to determine how the superseded data were derived.
 TG1791
 TG1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8816135957(NAD 83)
 TG1791_MARKER: DS = TRIANGULATION STATION DISK
 TG1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1791
 TG1791  HISTORY     - Date     Condition        Report By
 TG1791  HISTORY     - 1946     MONUMENTED       CGS
 TG1791  HISTORY     - 1973     GOOD             USGS
 TG1791  HISTORY     - 1974     GOOD             USGS
 TG1791
 TG1791                          STATION DESCRIPTION
 TG1791
 TG1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1791'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF STANLEY
 TG1791'AND ABOUT 16 MILES SOUTHEAST OF ROSS.  IT IS ON A HIGH PLATEAU
 TG1791'JUST WEST OF THE LITTLE KNIFE RIVER, 0.5 MILE SOUTHWEST OF A
 TG1791'SMALL SCHOOL HOUSE AND 0.75 MILE SOUTHEAST OF A PROMINENT
 TG1791'FARM HOUSE ON A HILL TOP.  THE MARK PROJECTS 1 INCH AND THE
 TG1791'DISK IS STAMPED KNIFE 1946.
 TG1791'
 TG1791'REFERENCE MARK NO. 1 IS 61.51 FEET SOUTHEAST OF THE STATION AND
 TG1791'ON THE SAME ELEVATION AS THE STATION MARK.  THE MARK PROJECTS
 TG1791'2 INCHES AND THE DISK IS STAMPED KNIFE NO 1 1946.
 TG1791'
 TG1791'REFERENCE MARK NO. 2 IS 105.07 FEET NORTHEAST OF THE STATION
 TG1791'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TG1791'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 TG1791'KNIFE NO 2 1946.
 TG1791'
 TG1791'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 0.15 MILE
 TG1791'NORTHEAST OF A SMALL STUCCO FARM HOUSE, 10 FEET SOUTH OF A
 TG1791'FARM ROAD ALONG THE SOUTHERN EDGE OF A CULTIVATED FIELD,
 TG1791'2-1/2 FEET NORTH OF AN EAST-WEST FENCE LINE AND 2 FEET SOUTH
 TG1791'OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 TG1791'IS STAMPED KNIFE 1946.
 TG1791'
 TG1791'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1791'STATE HIGHWAY 8 ON THE SOUTHERN EDGE OF STANLEY, GO WEST ON
 TG1791'U.S. HIGHWAY 2 FOR 4.3 MILES TO A GRAVELED CROSS ROAD, TURN
 TG1791'LEFT AND GO SOUTH FOR 11 MILES TO A T ROAD INTERSECTION,
 TG1791'THENCE LEFT AND GO EAST AND SOUTH ON A TRACK ROAD FOR 0.8
 TG1791'MILE TO A TRACK ROAD RIGHT JUST BEFORE REACHING A SMALL SCHOOL
 TG1791'HOUSE.  TURN RIGHT ON TRACK ROAD AND GO SOUTH FOR 0.3 MILE
 TG1791'TO A WIRE GATE, PASS THROUGH GATE AND GO SOUTH FOR 0.2 MILE TO
 TG1791'A WIRE GATE ON THE RIGHT.  *PASS THROUGH GATE AND GO WEST
 TG1791'ACROSS PASTURE LAND FOR 0.15 MILE TO THE SUMMIT OF THE
 TG1791'PLATEAU AND STATION AS DESCRIBED.
 TG1791'
 TG1791'*TO REACH THE AZIMUTH FROM THE ENTRANCE TO PASTURE, GO SOUTH
 TG1791'AND EAST ALONG THE SOUTHERN EDGE OF CULTIVATED FIELD ON TRACK
 TG1791'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 TG1791'
 TG1791'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TG1791
 TG1791                          STATION RECOVERY (1973)
 TG1791
 TG1791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JFS)
 TG1791'THE STA. MK. AND REF, MKS. WERE FOUND IN GOOD CONDITION
 TG1791'AND AS DESCRIBED.  THE AZ. MK. APPEARS TO HAVE BEEN MOVED.
 TG1791'THE AZ. MK. IS 37 FT. W. OF CENTER OF N-S. GRAVEL ROAD, 21
 TG1791'FT. N. OF CENTER OF E-W TRACK ROAD, 5 FT. W. OF FENCE CORNER,
 TG1791'1-1/2 FT. S. OF FENCE AND FLUSH WITH GROUND. DIRECTION
 TG1791'TO AZ MK WAS S 70 DEG 26 MIN W IN OCT. 1974.
 TG1791
 TG1791                          STATION RECOVERY (1974)
 TG1791
 TG1791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 TG1791'STATION MARK AND R.M.S WERE FOUND IN GOOD CONDITION.  THE
 TG1791'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0766 ***********************************************************************
 SO0766  DESIGNATION -  KNIFE RIVER
 SO0766  PID         -  SO0766
 SO0766  STATE/COUNTY-  ND/MOUNTRAIL
 SO0766  USGS QUAD   -  SANISH (1967)
 SO0766
 SO0766                         *CURRENT SURVEY CONTROL
 SO0766  ___________________________________________________________________
 SO0766* NAD 83(1996)-  47 58 32.74680(N)    102 32 44.25587(W)     ADJUSTED  
 SO0766* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 SO0766  ___________________________________________________________________
 SO0766  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 SO0766  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 SO0766
 SO0766  HORZ ORDER  -  SECOND
 SO0766
 SO0766.The horizontal coordinates were established by classical geodetic methods
 SO0766.and adjusted by the National Geodetic Survey in January 1998..
 SO0766
 SO0766.The orthometric height was scaled from a topographic map.
 SO0766
 SO0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0766
 SO0766.The geoid height was determined by GEOID03.
 SO0766
 SO0766;                    North         East     Units Scale Factor Converg.
 SO0766;SPC ND N     -   110,514.410   447,300.389   MT  0.99993764   -1 31 20.0
 SO0766;SPC ND N     -   362,580.09  1,467,520.96   iFT  0.99993764   -1 31 20.0
 SO0766;UTM  13      - 5,316,521.569   683,165.207   MT  1.00001226   +1 49 25.6
 SO0766
 SO0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0766!SPC ND N     -   0.99990104  x   0.99993764  =   0.99983868
 SO0766!UTM  13      -   0.99990104  x   1.00001226  =   0.99991329
 SO0766
 SO0766:                Primary Azimuth Mark                     Grid Az
 SO0766:SPC ND N     -  CROW FLIGH HIGH AZ MK                    004 58 21.3
 SO0766:UTM  13      -  CROW FLIGH HIGH AZ MK                    001 37 35.7
 SO0766
 SO0766|---------------------------------------------------------------------|
 SO0766| PID    Reference Object                     Distance      Geod. Az  |
 SO0766|                                                           dddmmss.s |
 SO0766| CS9116 CROW FLIGH HIGH AZ MK                              0032701.3 |
 SO0766| TG1790 RADIO MAST 2 MILES N OF NEWTON      APPROX. 6.6 KM 0581646.7 |
 SO0766| SO0732 NEWTOWN MUNICIPAL TANK              APPROX. 4.4 KM 0764823.4 |
 SO0766| CS9117 CROW FLIGH HIGH RM 1                 16.910 METERS 07954     |
 SO0766| CS9118 CROW FLIGH HIGH RM 2                 18.593 METERS 18232     |
 SO0766|---------------------------------------------------------------------|
 SO0766
 SO0766                          SUPERSEDED SURVEY CONTROL
 SO0766
 SO0766  NAD 83(1986)-  47 58 32.74646(N)    102 32 44.25377(W) AD(       ) 2
 SO0766  NAD 27      -  47 58 32.69040(N)    102 32 42.59940(W) AD(       ) 2
 SO0766
 SO0766.Superseded values are not recommended for survey control.
 SO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0766.See file dsdata.txt to determine how the superseded data were derived.
 SO0766
 SO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP8316516522(NAD 83)
 SO0766_MARKER: P = PIPE CAP
 SO0766_SETTING: 0 = UNSPECIFIED SETTING
 SO0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0766+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 SO0766
 SO0766  HISTORY     - Date     Condition        Report By
 SO0766  HISTORY     - 1946     MONUMENTED       MORC
 SO0766  HISTORY     - 1962     GOOD             CGS
 SO0766  HISTORY     - 20060909 GOOD             GEOCAC
 SO0766
 SO0766                          STATION DESCRIPTION
 SO0766
 SO0766'DESCRIBED BY MISSOURI RIVER COMMISSION 1946 (RAM)
 SO0766'THE STATION IS LOCATED ON THE HIGH RIDGE ABOUT 1.0 MILE SOUTH
 SO0766'OF SANISH, 0.05 MILE WEST OF A NORTH AND SOUTH ROAD, 93 FEET
 SO0766'NORTH OF AN EAST AND WEST FENCE AND 7 FEET SOUTHWEST OF A
 SO0766'WITNESS POST.  THE MARK IS A 5 INCH IRON CAP BOLTED TO THE END
 SO0766'OF A PIPE THAT PROJECTS 5 INCHES.  THE CAP HAS THE LEGEND,
 SO0766'MISSOURI RIVER COMMISSION U.S., CAST ON IT AND A TRIANGLE WITH
 SO0766'A HOLE DRILLED IN THE CENTER MARKS THE STATION.
 SO0766'
 SO0766'REFERENCE MARK NO. 1 IS 55.48 FEET EAST OF THE STATION.  THE
 SO0766'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CROW FLIGH HIGH
 SO0766'NO 1 M R C 1946.
 SO0766'
 SO0766'REFERENCE MARK NO. 2 IS 61.07 FEET SOUTH OF THE STATION AND
 SO0766'43 FEET NORTH OF AN EAST AND WEST FENCE.  THE MARK PROJECTS 6
 SO0766'INCHES AND THE DISK IS STAMPED CROW FLIGH HIGH NO 2 1946 MRC.
 SO0766'
 SO0766'AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, BETWEEN THE
 SO0766'SECOND AND THIRD POSTS OF THE SOUTHEAST END OF A GUARD FENCE,
 SO0766'ALONG THE NORTH EAST EDGE OF THE HILL OVERLOOKING THE VILLAGE OF
 SO0766'SANISH, 33 FEET SOUTHEAST OF THE VERENDRYE NATIONAL MONUMENT AND
 SO0766'4 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 SO0766'AND THE DISK IS STAMPED CROW FLIGH HIGH MRC 1946.
 SO0766'
 SO0766'TO REACH FROM THE CROSSROADS BY AN OLD TEXACO STATION IN THE
 SO0766'EAST EDGE OF SANISH, GO SOUTH 1.2 MILES TO A DIM ROAD RIGHT AND
 SO0766'A SIGN VERENDRYE NATIONAL MONUMENT, (TURN RIGHT FOR 0.2 MILE TO
 SO0766'MONUMENT AND THE AZIMUTH.) CONTINUE ON THE MAIN ROAD FOR
 SO0766'0.4 MILE TO A FENCE CORNER AND GATE ON THE RIGHT, TURN RIGHT
 SO0766'THROUGH GATE FOR 0.05 MILE NORTHWEST TO STATION AS DESCRIBED.
 SO0766'
 SO0766'NOTE--THE GEOGRAPHIC POSITION SHOWS THAT THIS IS STATION KNIFE
 SO0766'RIVER (MO. R.C.).
 SO0766'
 SO0766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SO0766
 SO0766                          STATION RECOVERY (1962)
 SO0766
 SO0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0766'THE STATION IS LOCATED IN THE SMALL TOWN OF SANISH, IN THE
 SO0766'NW 1/4 OF SEC. 23, T152N, R93W, NEXT TO A NORTH SOUTH STREET.
 SO0766'
 SO0766'TO REACH FROM THE POST OFFICE IN NEW TOWN, GO WEST ON STATE
 SO0766'HIGHWAY 23 FOR 2.45 MILES TO A SIDE ROAD LEFT AND A SIGN,
 SO0766'SANISH 1/2 MILE.  TURN LEFT ON THE GRAVELED ROAD AND GO SOUTH
 SO0766'AND EAST FOR 0.45 MILE.  TURN RIGHT AND GO WEST ON THE DIRT
 SO0766'STREET FOR 0.05 MILE.  TURN RIGHT AND GO NORTH ON THE STREET
 SO0766'FOR 100 FEET TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 SO0766'MARK FROM THE JUNCTION OF THE GRAVELED ROAD AND STATE HIGHWAY
 SO0766'23, CONTINUE WEST FOR 0.15 MILE TO A GRAVELED SIDE ROAD RIGHT
 SO0766'AND A SIGN MT CROW FLIGH HIGH OBSERVATION POINT.  TURN RIGHT,
 SO0766'NORTH, WEST, AND NORTH FOR 0.25 MILE TO CONCRETE POSTS WITH A
 SO0766'CHAIN THROUGH THEM.  THE AZIMUTH MARK IS 54 FEET EAST SOUTH
 SO0766'EAST OF THIS POINT.
 SO0766'
 SO0766'THE STATION MARK IS A MISSOURI RIVER COMMISSION MARK.  IT IS
 SO0766'A 4-INCH IRON CAP BOLTED TO THE TOP OF A 4-INCH GALVANIZED PIPE
 SO0766'WHICH PROJECTS 4 INCHES.  IT IS 28.6 FEET EAST OF STREET AND 1
 SO0766'FOOT SOUTH OF A WITNESS POST.
 SO0766'
 SO0766'REFERENCE MARK NO. 1, STAMPED CROW FLIGH HIGH MRC NO 1 1946,
 SO0766'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SO0766'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 84 FEET EAST OF A
 SO0766'STREET AND 55.5 FEET EAST OF A WITNESS POST.
 SO0766'
 SO0766'REFERENCE MARK NO. 2, STAMPED CROW FLIGH HIGH MRC NO 2 1946, IS A
 SO0766'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SO0766'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 62 FEET SOUTH OF A
 SO0766'WITNESS POST AND 14 FEET EAST OF A STREET.
 SO0766'
 SO0766'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROW FLIGH HIGH MRC
 SO0766'1946 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SO0766'WHICH PROJECTS 6 INCHES.  IT IS 54 FEET EAST OF A TRACK ROAD,
 SO0766'1.4 FEET SOUTH OF A WITNESS POST AND IN LINE WITH A ROW OF
 SO0766'CONCRETE POSTS.
 SO0766'
 SO0766'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 91.00 FEET.
 SO0766
 SO0766                          STATION RECOVERY (2006)
 SO0766
 SO0766'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SO0766'FOUND THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 SO0766'AZIMUTH MARK IN GOOD CONDITION.  THE AZIMUTH MARK IS 0.45 MILES NORTH
 SO0766'OF THE STATION AT THE CROW FLIES HIGH HISTORICAL SITE.  IT IS ABOUT
 SO0766'120 FEET EAST-NORTHEAST OF THE CENTER OF THE CIRCULAR PARKING
 SO0766'AREA AT THE HISTORICAL SITE, ABOUT 30 FEET SOUTHEAST OF A SIX-FOOT BY
 SO0766'SIX-FFOT BY FOUR-FOOT BOULDER, BETWEEN THE THIRD AND FOURTH CONCRETE
 SO0766'POST FROM THE SOUTHEAST END OF A LINE OF TEN SUCH POSTS AT THE BROW OF
 SO0766'THE BLUFF, AND AT HANDHELD COORIDNATES N47-58-56.76 W102-32-42.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1781 ***********************************************************************
 TG1781  DESIGNATION -  KNIFE RIVER LUTH CH STEEPLE
 TG1781  PID         -  TG1781
 TG1781  STATE/COUNTY-  ND/MOUNTRAIL
 TG1781  USGS QUAD   -  BELDEN (1981)
 TG1781
 TG1781                         *CURRENT SURVEY CONTROL
 TG1781  ___________________________________________________________________
 TG1781* NAD 83(1996)-  48 12 59.28406(N)    102 21 11.17600(W)     ADJUSTED  
 TG1781* NAVD 88     -                                                        
 TG1781  ___________________________________________________________________
 TG1781  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 TG1781  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1781
 TG1781  HORZ ORDER  -  THIRD
 TG1781
 TG1781.The horizontal coordinates were established by classical geodetic methods
 TG1781.and adjusted by the National Geodetic Survey in January 1998..
 TG1781
 TG1781
 TG1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1781
 TG1781.The geoid height was determined by GEOID03.
 TG1781
 TG1781;                    North         East     Units Scale Factor Converg.
 TG1781;SPC ND N     -   136,905.610   462,312.694   MT  0.99993848   -1 22 44.2
 TG1781;SPC ND N     -   449,165.39  1,516,773.93   iFT  0.99993848   -1 22 44.2
 TG1781;UTM  13      - 5,343,747.717   696,611.333   MT  1.00007499   +1 58 27.6
 TG1781
 TG1781                          SUPERSEDED SURVEY CONTROL
 TG1781
 TG1781  NAD 83(1986)-  48 12 59.28429(N)    102 21 11.17158(W) AD(       ) 4
 TG1781  NAD 27      -  48 12 59.22200(N)    102 21 09.54900(W) AD(       ) 3
 TG1781
 TG1781.Superseded values are not recommended for survey control.
 TG1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1781.See file dsdata.txt to determine how the superseded data were derived.
 TG1781
 TG1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9661143748(NAD 83)
 TG1781
 TG1781  HISTORY     - Date     Condition        Report By
 TG1781  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1781
 TG1781                          STATION DESCRIPTION
 TG1781
 TG1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1781'THE STATION IS A WHITE STUCCO BUILDING WITH A GREEN SHINGLED
 TG1781'ROOF.  IT IS ABOUT 27 FEET WIDE AND 43 FEET LONG.  IT IS ABOUT
 TG1781'27 PACES EAST OF THE CENTERLINE OF THE ROAD.
 TG1781'
 TG1781'TO REACH FROM STANLEY, GO EAST ON HIGHWAY NO. 8, FROM THE
 TG1781'JUNCTION OF THE SOUTH END OF MAIN STREET AND HIGHWAY NO. 8,
 TG1781'FOR 0.8 MILE.  THEN TURN RIGHT AND FOLLOW THE HIGHWAY SOUTH AND
 TG1781'EAST FOR 7.6 MILES TO THE STATION ON THE LEFT.
 TG1781'
 TG1781'THE POINT INTERSECTED WAS THE STEEPLE ON THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1582 ***********************************************************************
 SN1582  DESIGNATION -  KNOCK
 SN1582  PID         -  SN1582
 SN1582  STATE/COUNTY-  ND/MCLEAN
 SN1582  USGS QUAD   -  WILTON (1966)
 SN1582
 SN1582                         *CURRENT SURVEY CONTROL
 SN1582  ___________________________________________________________________
 SN1582* NAD 83(1996)-  47 14 23.23145(N)    100 51 28.09140(W)     ADJUSTED  
 SN1582* NAVD 88     -       604.4    (meters)    1983.     (feet)  VERTCON   
 SN1582  ___________________________________________________________________
 SN1582  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 SN1582  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN1582
 SN1582  HORZ ORDER  -  FIRST
 SN1582
 SN1582.The horizontal coordinates were established by classical geodetic methods
 SN1582.and adjusted by the National Geodetic Survey in January 1998..
 SN1582
 SN1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1582
 SN1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1582
 SN1582.The geoid height was determined by GEOID03.
 SN1582
 SN1582;                    North         East     Units Scale Factor Converg.
 SN1582;SPC ND N     -    26,722.832   572,907.826   MT  1.00004366   -0 15 58.5
 SN1582;SPC ND N     -    87,673.33  1,879,618.85   iFT  1.00004366   -0 15 58.5
 SN1582;SPC ND S     -   174,928.034   572,910.066   MT  0.99996083   -0 15 39.5
 SN1582;SPC ND S     -   573,910.87  1,879,626.20   iFT  0.99996083   -0 15 39.5
 SN1582;UTM  14      - 5,233,485.210   359,394.479   MT  0.99984297   -1 21 51.2
 SN1582
 SN1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1582!SPC ND N     -   0.99990859  x   1.00004366  =   0.99995224
 SN1582!SPC ND S     -   0.99990859  x   0.99996083  =   0.99986942
 SN1582!UTM  14      -   0.99990859  x   0.99984297  =   0.99975157
 SN1582
 SN1582|---------------------------------------------------------------------|
 SN1582| PID    Reference Object                     Distance      Geod. Az  |
 SN1582|                                                           dddmmss.s |
 SN1582| CO5778 KNOCK RM 1                           29.715 METERS 09549     |
 SN1582| SN1583 WILTON MUNICIPAL TANK               APPROX.10.2 KM 1492422.5 |
 SN1582| CO5779 KNOCK RM 2                           30.175 METERS 17700     |
 SN1582| SN1654 WASHBURN MC LEAN CO CTHSE CUP       APPROX.14.0 KM 2935619.7 |
 SN1582| SN1655 WASHBURN MUNICIPAL TANK             APPROX.14.2 KM 2942553.2 |
 SN1582| SN1653 WASHBURN HIGH SCHOOL STACK          APPROX.14.1 KM 2943505.7 |
 SN1582| CO5777 KNOCK AZ MK                                        3125813.6 |
 SN1582|---------------------------------------------------------------------|
 SN1582
 SN1582                          SUPERSEDED SURVEY CONTROL
 SN1582
 SN1582  NAD 83(1986)-  47 14 23.23200(N)    100 51 28.07334(W) AD(       ) 1
 SN1582  NAD 27      -  47 14 23.25400(N)    100 51 26.58200(W) AD(       ) 1
 SN1582  NGVD 29 (07/19/86)  604.0    (m)         1982.     (f) VERT ANG       
 SN1582
 SN1582.Superseded values are not recommended for survey control.
 SN1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1582.See file dsdata.txt to determine how the superseded data were derived.
 SN1582
 SN1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5939433485(NAD 83)
 SN1582_MARKER: DS = TRIANGULATION STATION DISK
 SN1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1582
 SN1582  HISTORY     - Date     Condition        Report By
 SN1582  HISTORY     - 1934     MONUMENTED       CGS
 SN1582  HISTORY     - 1945     GOOD             CGS
 SN1582  HISTORY     - 1957     GOOD             CGS
 SN1582  HISTORY     - 20011115 MARK NOT FOUND   INDIV
 SN1582
 SN1582                          STATION DESCRIPTION
 SN1582
 SN1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1582'STATION IS LOCATED ABOUT 9 MILES SE OF WASHBURN AND 7 MILES NW
 SN1582'OF WILTON.  IT IS ON LAND OWNED BY S.S. KNOCK, AND IS NE 1/4
 SN1582'SEC. 6, T 143 N, R 80 W.  THE STATION IS LOCATED ON THE HIGHEST
 SN1582'POINT OF A HIGH ROUNDED, GRASS-COVERED HILL, AND IS ABOUT 1/3
 SN1582'MILE SE OF KNOCKS HOUSE.  IT PROJECTS 4 INCHES.
 SN1582'
 SN1582'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1582'BRONZE DISKS SET IN CONCRETE.
 SN1582'
 SN1582'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 4 INCHES.
 SN1582'REFERENCE MARK NO. 2 IS SSE OF THE STATION AND PROJECTS 4 INCHES.
 SN1582'
 SN1582'THE AZIMUTH MARK IS NW OF THE STATION AND PROJECTS 4 INCHES.
 SN1582'IT IS IN THE RIGHT-OF-WAY FENCE ON THE S SIDE OF THE EW SECTION-LINE
 SN1582'ROAD THAT PASSES IN FRONT OF KNOCKS HOUSE AND IS 0.1 MILE W OF
 SN1582'KNOCKS HOUSE.
 SN1582'
 SN1582'TO REACH THE STATION FROM THE POST OFFICE IN WASHBURN, GO E ON
 SN1582'U.S. HIGHWAY 83, 4.2 MILES TO A BRIDGE OVER THE SOO LINE RAILROAD.
 SN1582'CROSS BRIDGE AND FOLLOW HIGHWAY 83 SOUTHEASTERLY 1.3 MILES TO
 SN1582'A POINT WHERE HIGHWAY 83 TURNS SHARP RIGHT, S.  HERE TURN LEFT
 SN1582'N, GO 100 YARDS.  THEN TURN RIGHT, E, AND GO 3.7 MILES TO KNOCKS
 SN1582'HOUSE AND BUILDINGS ON THE RIGHT SIDE OF THE ROAD.  LEAVE THE
 SN1582'ROAD AT THIS POINT AND TURN S TOWARDS KNOCKS WINDMILL.  PASS
 SN1582'BETWEEN BUILDINGS AND WINDMILL AND GO THROUGH THE GATE W OF
 SN1582'THE WINDMILL.  THEN GO SE 0.4 MILE TO TOP OF HILL IN PASTURE
 SN1582'AND STATION.
 SN1582'
 SN1582'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 SN1582
 SN1582                          STATION RECOVERY (1945)
 SN1582
 SN1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 SN1582'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND
 SN1582'ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 SN1582'FOLLOWS.
 SN1582'
 SN1582'THE STATION IS LOCATED ABOUT 9 MILES ESE OF WASHBURN, 7 MILES
 SN1582'NW OF WILTON, ON LAND OWNED BY S.S. KNOCK.  IT IS LOCATED ON
 SN1582'THE SUMMIT OF A GRASSY KNOLL ABOUT 0.3 MILE SE OF THE OLD KNOCK
 SN1582'FARMHOUSE SITE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 SN1582'STAMPED KNOCK 1934.
 SN1582'
 SN1582'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 SN1582'DISKS SET IN CONCRETE.
 SN1582'
 SN1582'REFERENCE MARK 1 IS 29.715 METERS (97.49 FEET) E OF THE STATION.
 SN1582'IT IS ON THE E SLOPE OF THE HILL AND THE MARK IS ABOUT 5 FEET
 SN1582'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS
 SN1582'3 INCHES AND THE DISK IS STAMPED KNOCK NO 1 1934.
 SN1582'
 SN1582'REFERENCE MARK 2 IS 30.175 METERS (99.00 FEET) S OF THE STATION,
 SN1582'ON THE S SLOPE OF THE HILL, AND ABOUT 2 FEET LOWER IN ELEVATION
 SN1582'THAN THE STATION MARK.  THE MARK PROJECTS 3 INCHES AND THE
 SN1582'DISK IS STAMPED KNOCK NO 2 1934.
 SN1582'
 SN1582'AZIMUTH MARK IS 0.5 MILE NW OF THE STATION, 22 FEET S OF THE
 SN1582'APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD.  THE MARK PROJECTS
 SN1582'2 INCHES AND THE DISK IS STAMPED KNOCK AZIMUTH 1934.  THE DISK
 SN1582'IS A BRONZE REFERENCE DISK.
 SN1582'
 SN1582'TO REACH THE STATION FROM THE WASHBURN POST OFFICE, GO S ON
 SN1582'U.S. HIGHWAY 83 FOR 4.6 MILES TO A T-ROAD LEFT WHICH IS JUST
 SN1582'BEFORE REACHING THE WOOD CREEK BRIDGE.  TURN LEFT AND GO 0.8
 SN1582'MILE TO A T-ROAD INTERSECTION, THENCE LEFT OVER RAILROAD TRACKS
 SN1582'AND GO 0.1 MILE, THENCE RIGHT ON MAIN-TRAVELED ROAD FOR 3.4 MILES
 SN1582'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE ON FOR
 SN1582'0.1 MILE TO A TRACK ROAD RIGHT, TURN RIGHT AND FOLLOW TRACK
 SN1582'ROAD IN A SE DIRECTION FOR 0.45 MILE TO THE SUMMIT OF THE HILL
 SN1582'AND THE STATION.
 SN1582'
 SN1582'OBSERVATIONS MADE FROM A 64-FOOT STEEL TOWER.
 SN1582
 SN1582                          STATION RECOVERY (1957)
 SN1582
 SN1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1582'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1582'CONDITION.  THE HOUSE, MENTIONED IN THE ORIGINAL DESCRIPTION,
 SN1582'IS GONE BUT THE STATION IS EASILY RECOVERED AS IT IS ON THE
 SN1582'SUMMIT OF THE HIGHEST HILL IN THE VICINITY.  THE 1945 DESCRIPTION
 SN1582'TO REACH THE STATION IS ADEQUATE.
 SN1582
 SN1582                          STATION RECOVERY (2001)
 SN1582
 SN1582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 SN1582'HILLTOP HAS BEEN FARMED,NO EVIDENCE OF MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1531 ***********************************************************************
 TG1531  DESIGNATION -  KNOLL
 TG1531  PID         -  TG1531
 TG1531  STATE/COUNTY-  ND/WILLIAMS
 TG1531  USGS QUAD   -  TRENTON NE (1974)
 TG1531
 TG1531                         *CURRENT SURVEY CONTROL
 TG1531  ___________________________________________________________________
 TG1531* NAD 83(1996)-  48 08 26.97355(N)    103 52 19.70568(W)     ADJUSTED  
 TG1531* NAVD 88     -       707.010  (meters)    2319.58   (feet)  ADJUSTED  
 TG1531  ___________________________________________________________________
 TG1531  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 TG1531  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1531  DYNAMIC HT  -         707.090 (meters)    2319.84  (feet)  COMP
 TG1531  MODELED GRAV-     980,700.9   (mgal)                       NAVD 88
 TG1531
 TG1531  HORZ ORDER  -  FIRST
 TG1531  VERT ORDER  -  FIRST     CLASS II
 TG1531
 TG1531.The horizontal coordinates were established by classical geodetic methods
 TG1531.and adjusted by the National Geodetic Survey in January 1998..
 TG1531
 TG1531.The orthometric height was determined by differential leveling
 TG1531.and adjusted by the National Geodetic Survey in June 1991..
 TG1531
 TG1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1531
 TG1531.The geoid height was determined by GEOID03.
 TG1531
 TG1531.The dynamic height is computed by dividing the NAVD 88
 TG1531.geopotential number by the normal gravity value computed on the
 TG1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1531.degrees latitude (g = 980.6199 gals.).
 TG1531
 TG1531.The modeled gravity was interpolated from observed gravity values.
 TG1531
 TG1531;                    North         East     Units Scale Factor Converg.
 TG1531;SPC ND N     -   132,332.594   349,134.654   MT  0.99993632   -2 30 33.6
 TG1531;SPC ND N     -   434,162.05  1,145,454.90   iFT  0.99993632   -2 30 33.6
 TG1531;UTM  13      - 5,332,567.734   583,903.436   MT  0.99968650   +0 50 24.2
 TG1531
 TG1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1531!SPC ND N     -   0.99989205  x   0.99993632  =   0.99982838
 TG1531!UTM  13      -   0.99989205  x   0.99968650  =   0.99957858
 TG1531
 TG1531:                Primary Azimuth Mark                     Grid Az
 TG1531:SPC ND N     -  KNOLL AZ MK                              100 38 25.5
 TG1531:UTM  13      -  KNOLL AZ MK                              097 17 27.7
 TG1531
 TG1531|---------------------------------------------------------------------|
 TG1531| PID    Reference Object                     Distance      Geod. Az  |
 TG1531|                                                           dddmmss.s |
 TG1531| TG1534 KNOLL AZ MK                                        0980751.9 |
 TG1531| TG1890 WILLISTON TV STATION KUMV MAST      APPROX. 1.2 KM 1312214.7 |
 TG1531| TG1532 KNOLL RM 1                            9.409 METERS 13135     |
 TG1531| TG1533 KNOLL RM 2                           11.918 METERS 22115     |
 TG1531|---------------------------------------------------------------------|
 TG1531
 TG1531                          SUPERSEDED SURVEY CONTROL
 TG1531
 TG1531  NAD 83(1986)-  48 08 26.97297(N)    103 52 19.70240(W) AD(       ) 1
 TG1531  NAD 27      -  48 08 26.89100(N)    103 52 17.96900(W) AD(       ) 1
 TG1531  NGVD 29 (07/19/86)  706.48   (m)         2317.8    (f) LEVELING    3  
 TG1531
 TG1531.Superseded values are not recommended for survey control.
 TG1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1531.See file dsdata.txt to determine how the superseded data were derived.
 TG1531
 TG1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP8390332568(NAD 83)
 TG1531_MARKER: DS = TRIANGULATION STATION DISK
 TG1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1531_SP_SET: CONCRETE POST
 TG1531_STAMPING: KNOLL 1945
 TG1531_MARK LOGO: CGS   
 TG1531_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1531+STABILITY: SURFACE MOTION
 TG1531
 TG1531  HISTORY     - Date     Condition        Report By
 TG1531  HISTORY     - 1945     MONUMENTED       CGS
 TG1531  HISTORY     - 1968     GOOD             CGS
 TG1531  HISTORY     - 1969     GOOD             CGS
 TG1531  HISTORY     - 1981     GOOD             NGS
 TG1531  HISTORY     - 1981     GOOD             NGS
 TG1531
 TG1531                          STATION DESCRIPTION
 TG1531
 TG1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1531'ABOUT 11 MILES W OF WILLISTON, ON A HIGH KNOLL, ABOUT 222 FEET
 TG1531'N OF THE CENTER OF U.S. HIGHWAY 2, AND 7 FEET NE OF A STANDARD
 TG1531'WITNESS POST.  SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION
 TG1531'DISKS IN CONCRETE.  SURFACE MARK IS STAMPED KNOLL 1945 AND
 TG1531'PROJECTS ABOUT 4 INCHES.
 TG1531'
 TG1531'REFERENCE MARKS 1 AND 2 ARE BRONZE REFERENCE DISKS SET IN THE
 TG1531'TOPS OF CONCRETE POSTS.  THEY PROJECT ABOUT 4 INCHES AND ARE
 TG1531'STAMPED KNOLL NO 1 1945 AND KNOLL NO 2 1945, RESPECTIVELY.
 TG1531'R.M. 1 IS 30.86 FEET SE OF STATION AND 24 FEET SE OF STANDARD
 TG1531'WITNESS POST.  R.M. 2 IS 39.10 FEET SW OF STATION AND 36 FEET
 TG1531'SW OF STANDARD WITNESS POST.  AZIMUTH MARK IS ESE OF THE
 TG1531'STATION, ON THE S SIDE OF U.S. HIGHWAY 2 AND 47.5 FEET S OF THE
 TG1531'APPROXIMATE CENTER OF THE HIGHWAY.  IT IS 4 FEET W OF A STANDARD
 TG1531'WITNESS POST AND 7 FEET W OF A POWER POLE.  IT IS A BRONZE
 TG1531'AZIMUTH DISK SET IN TOP OF A CONCRETE POST, STAMPED KNOLL
 TG1531'1945 AND PROJECTS ABOUT 4 INCHES.
 TG1531'
 TG1531'TO REACH THE STATION FROM THE MAIN INTERSECTION IN WILLISTON,
 TG1531'GO W ON U.S. HIGHWAY 2 FOR 11.1 MILES TO THE AZIMUTH MARK ON
 TG1531'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE TOP OF THE
 TG1531'RIDGE AND STATION ON THE RIGHT.
 TG1531'
 TG1531'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 TG1531
 TG1531                          STATION RECOVERY (1968)
 TG1531
 TG1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 TG1531'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1531'CONDITION.  A STEEL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 TG1531'AZIMUTH MARK.
 TG1531'
 TG1531'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 TG1531
 TG1531                          STATION RECOVERY (1969)
 TG1531
 TG1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 TG1531'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1531'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 TG1531'TO THE REFERENCE MARKS AND A SLIGHT DIFFERENCE FOUND IN THE
 TG1531'DIRECTION TO REFERENCE MARK NO. 2.  THE 1941 DESCRIPTION IS
 TG1531'ADEQUATE FOR RECOVERY, HOWEVER ADDITIONAL MEASUREMENTS ARE AS
 TG1531'FOLLOWS--
 TG1531'
 TG1531'STATION MARK IS 106 FEET NORTHWEST OF THE NORTH ONE OF TWO
 TG1531'POWERLINE POLES, AND 62 FEET NORTH OF A WIRE FENCE.
 TG1531'
 TG1531'REFERENCE MARK NO. 1 IS 76 FEET WEST-NORTHWEST OF THE NORTH ONE
 TG1531'OF TWO POWERLINE POLES AND 41 FEET NORTH OF FENCE.
 TG1531'
 TG1531'REFERENCE MARK NO. 2 IS 118 FEET NORTH-NORTHWEST OF THE NORTH
 TG1531'ONE OF TWO POWERLINE POLES AND 32 FEET NORTH OF A FENCE.
 TG1531'
 TG1531'AZIMUTH MARK IS 93 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 TG1531'2, 3-1/2 FEET NORTH OF A WIRE FENCE AND 3 FEET NORTH OF A METAL
 TG1531'WITNESS POST.
 TG1531'
 TG1531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 TG1531'WEST OF WILLISTON.
 TG1531
 TG1531                          STATION RECOVERY (1981)
 TG1531
 TG1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1531'10.9 KM (6.8 MI) WEST FROM WILLISTON.
 TG1531'10.9 KM (6.8 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1531'U.S. HIGHWAY 85 IN WILLISTON, ON THE HIGHEST POINT OF A KNOLL, 56.1
 TG1531'METERS (184.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 34.4 METERS
 TG1531'(113.0 FT) NORTHWEST OF UTILITY POLE NUMBER 124-2 AND 6.4 METERS
 TG1531'(21.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD.
 TG1531'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 TG1531'THE MARK IS 10.0 M ABOVE THE HIGHWAY.
 TG1531
 TG1531                          STATION RECOVERY (1981)
 TG1531
 TG1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1835 ***********************************************************************
 TG1835  DESIGNATION -  KNOLL
 TG1835  PID         -  TG1835
 TG1835  STATE/COUNTY-  ND/BURKE
 TG1835  USGS QUAD   -  HELDE LAKE (1974)
 TG1835
 TG1835                         *CURRENT SURVEY CONTROL
 TG1835  ___________________________________________________________________
 TG1835* NAD 83(1996)-  48 40 36.95134(N)    102 33 14.02259(W)     ADJUSTED  
 TG1835* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 TG1835  ___________________________________________________________________
 TG1835  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 TG1835  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TG1835
 TG1835  HORZ ORDER  -  SECOND
 TG1835
 TG1835.The horizontal coordinates were established by classical geodetic methods
 TG1835.and adjusted by the National Geodetic Survey in January 1998..
 TG1835
 TG1835.The orthometric height was scaled from a topographic map.
 TG1835
 TG1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1835
 TG1835.The geoid height was determined by GEOID03.
 TG1835
 TG1835;                    North         East     Units Scale Factor Converg.
 TG1835;SPC ND N     -   188,466.818   448,762.760   MT  0.99998931   -1 31 42.1
 TG1835;SPC ND N     -   618,329.46  1,472,318.77   iFT  0.99998931   -1 31 42.1
 TG1835;UTM  13      - 5,394,430.135   680,061.630   MT  0.99999834   +1 50 15.0
 TG1835
 TG1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1835!SPC ND N     -   0.99988876  x   0.99998931  =   0.99987807
 TG1835!UTM  13      -   0.99988876  x   0.99999834  =   0.99988710
 TG1835
 TG1835|---------------------------------------------------------------------|
 TG1835| PID    Reference Object                     Distance      Geod. Az  |
 TG1835|                                                           dddmmss.s |
 TG1835| CS9120 KNOLL RM 1                           14.828 METERS 00947     |
 TG1835| CS9119 KNOLL AZ MK                                        0924248.7 |
 TG1835| CS9121 KNOLL RM 2                           15.106 METERS 30951     |
 TG1835|---------------------------------------------------------------------|
 TG1835
 TG1835                          SUPERSEDED SURVEY CONTROL
 TG1835
 TG1835  NAD 83(1986)-  48 40 36.95465(N)    102 33 14.01400(W) AD(       ) 2
 TG1835  NAD 27      -  48 40 36.83700(N)    102 33 12.36000(W) AD(       ) 2
 TG1835
 TG1835.Superseded values are not recommended for survey control.
 TG1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1835.See file dsdata.txt to determine how the superseded data were derived.
 TG1835
 TG1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8006294430(NAD 83)
 TG1835_MARKER: DS = TRIANGULATION STATION DISK
 TG1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1835
 TG1835  HISTORY     - Date     Condition        Report By
 TG1835  HISTORY     - 1946     MONUMENTED       CGS
 TG1835  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1835
 TG1835                          STATION DESCRIPTION
 TG1835
 TG1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1835'THIS STATION IS LOCATED ON THE HIGHEST HILL IN ROLLING HILLY
 TG1835'COUNTRY ABOUT 28 MILES NORTH-NORTH WEST OF STANLEY.  IT IS ON
 TG1835'HIGH HILL 250 FT. SOUTH OF EAST-WEST GRADED ROAD AND 7.4 FT.
 TG1835'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 TG1835'2 INCHES AND THE DISK IS STAMPED KNOLL 1946.
 TG1835'
 TG1835'REFERENCE MARK NO. 1 IS 48.65 FT. NORTH EAST OF STATION.  THE
 TG1835'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KNOLL
 TG1835'NO 1 1946.
 TG1835'
 TG1835'REFERENCE MARK NO 2 IS 49.56 FT. NORTH WEST OF STATION.  THE
 TG1835'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KNOLL NO
 TG1835'2 1946.
 TG1835'
 TG1835'THE AZIMUTH MARK IS 0.4 MILES EAST OF STATION, 22 FT. SOUTH
 TG1835'OF TRACK ROAD, 67 FT. SOUTH OF MAIN EAST-WEST ROAD, 1.8 FT.
 TG1835'NORTH OF CORNER POST OF LINE FENCE AND 2.6 FT. WEST OF A WHITE
 TG1835'WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 TG1835'IS STAMPED KNOLL 1946.
 TG1835'
 TG1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1835'STATE ROUTE 8 NORTH OF STANLEY, GO NORTH ON STATE ROUTE 8
 TG1835'FOR 16.8 MILES TO THE JUNCTION OF STATE ROUTE 8 AND STATE ROUTE
 TG1835'50.  TURN LEFT ON STATE ROUTE 50 AND GO WEST 8.0 MILES TO A
 TG1835'CROSSROADS.  TURN RIGHT AT CROSSROADS AND GO NORTH 8.5 MILES
 TG1835'TO WHERE THE ROAD MAKES A LONG GRADUAL CURVE TO RIGHT AROUND
 TG1835'SWAMP ON LEFT.  IN THE MIDDLE OF CURVE TURN RIGHT AT A
 TG1835'T-INTERSECTION AND GO EAST 1.2 MILES TO STATION ON RIGHT OR
 TG1835'SOUTH OF ROAD AS DESCRIBED.  CONTINUE EAST ON SAME ROAD FOR
 TG1835'0.4 MILES TO AZIMUTH MARK AS DESCRIBED ON RIGHT OF ROAD.
 TG1835'
 TG1835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG1835
 TG1835                          STATION RECOVERY (1974)
 TG1835
 TG1835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (DAL)
 TG1835'SEARCHED FOR NOT FOUND.  A TOP PORTION OF ONE MONUMENT WITH
 TG1835'THE CAP REMOVED WAS FOUND NEAR THE STATION SITE.  THE STATION
 TG1835'MARK WAS PROBABLY DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2292 ***********************************************************************
 TF2292  DESIGNATION -  KNOLL
 TF2292  PID         -  TF2292
 TF2292  STATE/COUNTY-  ND/BOTTINEAU
 TF2292  USGS QUAD   -  
 TF2292
 TF2292                         *CURRENT SURVEY CONTROL
 TF2292  ___________________________________________________________________
 TF2292* NAD 83(1996)-  49 01 29.78201(N)    100 39 07.55539(W)     ADJUSTED  
 TF2292* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 TF2292  ___________________________________________________________________
 TF2292  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 TF2292  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF2292
 TF2292  HORZ ORDER  -  THIRD
 TF2292
 TF2292.The horizontal coordinates were established by classical geodetic methods
 TF2292.and adjusted by the National Geodetic Survey in January 1998..
 TF2292
 TF2292.The orthometric height was scaled from a topographic map.
 TF2292
 TF2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2292
 TF2292.The geoid height was determined by GEOID03.
 TF2292
 TF2292;                    North         East     Units Scale Factor Converg.
 TF2292;SPC ND N     -   225,162.526   588,875.440   MT  1.00007093   -0 06 47.5
 TF2292;SPC ND N     -   738,722.20  1,932,006.04   iFT  1.00007093   -0 06 47.5
 TF2292;UTM  14      - 5,431,543.001   379,223.998   MT  0.99977919   -1 14 50.9
 TF2292
 TF2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2292!SPC ND N     -   0.99992562  x   1.00007093  =   0.99999655
 TF2292!UTM  14      -   0.99992562  x   0.99977919  =   0.99970483
 TF2292
 TF2292:                Primary Azimuth Mark                     Grid Az
 TF2292:SPC ND N     -  STEELE                                   179 35 07.2
 TF2292:UTM  14      -  STEELE                                   180 43 10.6
 TF2292
 TF2292|---------------------------------------------------------------------|
 TF2292| PID    Reference Object                     Distance      Geod. Az  |
 TF2292|                                                           dddmmss.s |
 TF2292| TF2351 STEELE                              APPROX. 5.6 KM 1792819.7 |
 TF2292|---------------------------------------------------------------------|
 TF2292
 TF2292                          SUPERSEDED SURVEY CONTROL
 TF2292
 TF2292  NAD 83(1986)-  49 01 29.77899(N)    100 39 07.54210(W) AD(       ) 3
 TF2292
 TF2292.Superseded values are not recommended for survey control.
 TF2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2292.See file dsdata.txt to determine how the superseded data were derived.
 TF2292
 TF2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV7922431543(NAD 83)
 TF2292_MARKER: DD = SURVEY DISK
 TF2292_SETTING: 80 = SET IN A BOULDER
 TF2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2292+STABILITY: SURFACE MOTION
 TF2292
 TF2292  HISTORY     - Date     Condition        Report By
 TF2292  HISTORY     - 1910     MONUMENTED       IBC
 TF2292
 TF2292                          STATION DESCRIPTION
 TF2292
 TF2292'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2292'ABOUT 1-3/4 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 692, ON A
 TF2292'PROMINENT HIGH CONICAL HILL IN NE 1/4 SECTION 8, TOWNSHIP 1, RANGE 24
 TF2292'W, PRINCIPAL MERIDIAN, ABOUT 150 METERS NORTHWEST OF A HOUSE.
 TF2292'
 TF2292'STATION MARK--THE ORIGINAL MARK WAS A WOODEN HUB DRIVEN FLUSH WITH
 TF2292'THE GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE SURFACE MARK
 TF2292'IS NOW A BRONZE DISK SET IN A GRANITE BOULDER 14 BY 18 BY 20 INCHES
 TF2292'SET WITH ITS TOP ABOUT FLUSH WITH THE GROUND.  THE SUBSURFACE MARK IS
 TF2292'A CROSS CUT IN A LIMESTONE BOULDER ABOUT 20 BY 20 BY 12 INCHES, THE
 TF2292'TOP OF WHICH IS ABOUT 20 INCHES BELOW THE SURFACE OF THE GROUND.  ONE
 TF2292'REFERENCE MARK IS A CROSS CUT IN A GRANITE BOULDER NEARLY 3 FEET IN
 TF2292'DIAMETER, 14.3 METERS NORTHEAST OF THE STATION.  A SECOND REFERENCE
 TF2292'MARK IS A CROSS CUT IN A LARGE GRANITE BOULDER ABOUT 4 FEET IN
 TF2292'DIAMETER 22.7 METERS NEARLY WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1534 ***********************************************************************
 TG1534  DESIGNATION -  KNOLL AZ MK
 TG1534  PID         -  TG1534
 TG1534  STATE/COUNTY-  ND/WILLIAMS
 TG1534  USGS QUAD   -  TRENTON NE (1974)
 TG1534
 TG1534                         *CURRENT SURVEY CONTROL
 TG1534  ___________________________________________________________________
 TG1534* NAD 83(1986)-  48 08 25.     (N)    103 51 49.     (W)     SCALED    
 TG1534* NAVD 88     -       694.363  (meters)    2278.09   (feet)  ADJUSTED  
 TG1534  ___________________________________________________________________
 TG1534  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1534  DYNAMIC HT  -         694.442 (meters)    2278.35  (feet)  COMP
 TG1534  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 TG1534
 TG1534  VERT ORDER  -  FIRST     CLASS II
 TG1534
 TG1534.The horizontal coordinates were scaled from a topographic map and have
 TG1534.an estimated accuracy of +/- 6 seconds.
 TG1534
 TG1534.The orthometric height was determined by differential leveling
 TG1534.and adjusted by the National Geodetic Survey in June 1991..
 TG1534
 TG1534.The geoid height was determined by GEOID03.
 TG1534
 TG1534.The dynamic height is computed by dividing the NAVD 88
 TG1534.geopotential number by the normal gravity value computed on the
 TG1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1534.degrees latitude (g = 980.6199 gals.).
 TG1534
 TG1534.The modeled gravity was interpolated from observed gravity values.
 TG1534
 TG1534;                    North         East    Units  Estimated Accuracy
 TG1534;SPC ND N     -   132,240.      349,770.      MT  (+/- 180 meters Scaled)
 TG1534
 TG1534                          SUPERSEDED SURVEY CONTROL
 TG1534
 TG1534.No superseded survey control is available for this station.
 TG1534
 TG1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP845325(NAD 83)
 TG1534_MARKER: DZ = AZIMUTH MARK DISK
 TG1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1534_SP_SET: CONCRETE POST
 TG1534_STAMPING: KNOLL 1945
 TG1534_MARK LOGO: CGS   
 TG1534_PROJECTION: FLUSH
 TG1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1534+STABILITY: SURFACE MOTION
 TG1534
 TG1534  HISTORY     - Date     Condition        Report By
 TG1534  HISTORY     - 1945     MONUMENTED       CGS
 TG1534  HISTORY     - 1981     GOOD             NGS
 TG1534
 TG1534                          STATION DESCRIPTION
 TG1534
 TG1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1534'10.3 KM (6.4 MI) WEST FROM WILLISTON.
 TG1534'10.3 KM (6.4 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1534'U.S. HIGHWAY 85 IN WILLISTON, 30.2 METERS (99.0 FT) SOUTH OF THE
 TG1534'CENTERLINE OF THE HIGHWAY, 1.0 METER (3.2 FT) WEST OF A WOODEN WITNESS
 TG1534'POST AND 0.6 METER (2.0 FT) NORTH OF A FENCE.
 TG1534'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 TG1534'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1532 ***********************************************************************
 TG1532  DESIGNATION -  KNOLL RM 1
 TG1532  PID         -  TG1532
 TG1532  STATE/COUNTY-  ND/WILLIAMS
 TG1532  USGS QUAD   -  TRENTON NE (1974)
 TG1532
 TG1532                         *CURRENT SURVEY CONTROL
 TG1532  ___________________________________________________________________
 TG1532* NAD 83(1986)-  48 08 26.     (N)    103 52 18.     (W)     SCALED    
 TG1532* NAVD 88     -       706.557  (meters)    2318.10   (feet)  ADJUSTED  
 TG1532  ___________________________________________________________________
 TG1532  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1532  DYNAMIC HT  -         706.637 (meters)    2318.36  (feet)  COMP
 TG1532  MODELED GRAV-     980,700.9   (mgal)                       NAVD 88
 TG1532
 TG1532  VERT ORDER  -  FIRST     CLASS II
 TG1532
 TG1532.The horizontal coordinates were scaled from a topographic map and have
 TG1532.an estimated accuracy of +/- 6 seconds.
 TG1532
 TG1532.The orthometric height was determined by differential leveling
 TG1532.and adjusted by the National Geodetic Survey in June 1991..
 TG1532
 TG1532.The geoid height was determined by GEOID03.
 TG1532
 TG1532.The dynamic height is computed by dividing the NAVD 88
 TG1532.geopotential number by the normal gravity value computed on the
 TG1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1532.degrees latitude (g = 980.6199 gals.).
 TG1532
 TG1532.The modeled gravity was interpolated from observed gravity values.
 TG1532
 TG1532;                    North         East    Units  Estimated Accuracy
 TG1532;SPC ND N     -   132,300.      349,170.      MT  (+/- 180 meters Scaled)
 TG1532
 TG1532                          SUPERSEDED SURVEY CONTROL
 TG1532
 TG1532.No superseded survey control is available for this station.
 TG1532
 TG1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP839325(NAD 83)
 TG1532_MARKER: DR = REFERENCE MARK DISK
 TG1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1532_SP_SET: CONCRETE POST
 TG1532_STAMPING: KNOLL NO 1 1945
 TG1532_MARK LOGO: CGS   
 TG1532_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1532+STABILITY: SURFACE MOTION
 TG1532
 TG1532  HISTORY     - Date     Condition        Report By
 TG1532  HISTORY     - 1945     MONUMENTED       CGS
 TG1532  HISTORY     - 1981     GOOD             NGS
 TG1532  HISTORY     - 1981     GOOD             NGS
 TG1532
 TG1532                          STATION DESCRIPTION
 TG1532
 TG1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1532'10.9 KM (6.8 MI) WEST FROM WILLISTON.
 TG1532'10.9 KM (6.8 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1532'U.S. HIGHWAY 85 IN WILLISTON, ON THE HIGHEST POINT OF A KNOLL, 50.0
 TG1532'METERS (164.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 25.1 METERS
 TG1532'(82.5 FT) NORTHWEST OF UTILITY POLE NUMBER 124-2 AND 11.9 METERS
 TG1532'(39.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD.
 TG1532'THE MARK IS 9.0 METERS  SE FROM A WITNESS POST.
 TG1532'THE MARK IS 10.0 M ABOVE THE HIGHWAY.
 TG1532
 TG1532                          STATION RECOVERY (1981)
 TG1532
 TG1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1533 ***********************************************************************
 TG1533  DESIGNATION -  KNOLL RM 2
 TG1533  PID         -  TG1533
 TG1533  STATE/COUNTY-  ND/WILLIAMS
 TG1533  USGS QUAD   -  TRENTON NE (1974)
 TG1533
 TG1533                         *CURRENT SURVEY CONTROL
 TG1533  ___________________________________________________________________
 TG1533* NAD 83(1986)-  48 08 26.     (N)    103 52 20.     (W)     SCALED    
 TG1533* NAVD 88     -       706.354  (meters)    2317.43   (feet)  ADJUSTED  
 TG1533  ___________________________________________________________________
 TG1533  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1533  DYNAMIC HT  -         706.433 (meters)    2317.69  (feet)  COMP
 TG1533  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 TG1533
 TG1533  VERT ORDER  -  FIRST     CLASS II
 TG1533
 TG1533.The horizontal coordinates were scaled from a topographic map and have
 TG1533.an estimated accuracy of +/- 6 seconds.
 TG1533
 TG1533.The orthometric height was determined by differential leveling
 TG1533.and adjusted by the National Geodetic Survey in June 1991..
 TG1533
 TG1533.The geoid height was determined by GEOID03.
 TG1533
 TG1533.The dynamic height is computed by dividing the NAVD 88
 TG1533.geopotential number by the normal gravity value computed on the
 TG1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1533.degrees latitude (g = 980.6199 gals.).
 TG1533
 TG1533.The modeled gravity was interpolated from observed gravity values.
 TG1533
 TG1533;                    North         East    Units  Estimated Accuracy
 TG1533;SPC ND N     -   132,300.      349,130.      MT  (+/- 180 meters Scaled)
 TG1533
 TG1533                          SUPERSEDED SURVEY CONTROL
 TG1533
 TG1533.No superseded survey control is available for this station.
 TG1533
 TG1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP838325(NAD 83)
 TG1533_MARKER: DR = REFERENCE MARK DISK
 TG1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1533_SP_SET: CONCRETE POST
 TG1533_STAMPING: KNOLL NO 2 1945
 TG1533_MARK LOGO: CGS   
 TG1533_PROJECTION: PROJECTING 5 CENTIMETERS
 TG1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1533+STABILITY: SURFACE MOTION
 TG1533
 TG1533  HISTORY     - Date     Condition        Report By
 TG1533  HISTORY     - 1945     MONUMENTED       CGS
 TG1533  HISTORY     - 1981     GOOD             NGS
 TG1533  HISTORY     - 1981     GOOD             NGS
 TG1533
 TG1533                          STATION DESCRIPTION
 TG1533
 TG1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1533'10.9 KM (6.8 MI) WEST FROM WILLISTON.
 TG1533'10.9 KM (6.8 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1533'U.S. HIGHWAY 85 IN WILLISTON, ON THE HIGHEST POINT OF A KNOLL, 47.5
 TG1533'METERS (156.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 37.2 METERS
 TG1533'(122.0 FT) NORTHWEST OF UTILITY POLE NUMBER 124-2 AND 14.3 METERS
 TG1533'(47.0 FT) SOUTH OF A DIRT ROAD.
 TG1533'THE MARK IS 10.0 METERS  SW FROM A WITNESS POST.
 TG1533'THE MARK IS 10.0 M ABOVE THE HIGHWAY.
 TG1533
 TG1533                          STATION RECOVERY (1981)
 TG1533
 TG1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1310 ***********************************************************************
 TE1310  DESIGNATION -  KNOX
 TE1310  PID         -  TE1310
 TE1310  STATE/COUNTY-  ND/BENSON
 TE1310  USGS QUAD   -  KNOX (1980)
 TE1310
 TE1310                         *CURRENT SURVEY CONTROL
 TE1310  ___________________________________________________________________
 TE1310* NAD 83(1996)-  48 20 25.23852(N)    099 40 54.60690(W)     ADJUSTED  
 TE1310* NAVD 88     -       496.531  (meters)    1629.04   (feet)  ADJUSTED  
 TE1310  ___________________________________________________________________
 TE1310  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TE1310  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TE1310  DYNAMIC HT  -         496.625 (meters)    1629.34  (feet)  COMP
 TE1310  MODELED GRAV-     980,784.6   (mgal)                       NAVD 88
 TE1310
 TE1310  HORZ ORDER  -  THIRD
 TE1310  VERT ORDER  -  FIRST     CLASS II
 TE1310
 TE1310.The horizontal coordinates were established by classical geodetic methods
 TE1310.and adjusted by the National Geodetic Survey in January 1998..
 TE1310
 TE1310.The orthometric height was determined by differential leveling
 TE1310.and adjusted by the National Geodetic Survey in June 1991..
 TE1310.WARNING-Repeat measurements at this control monument indicate possible
 TE1310.vertical movement.
 TE1310
 TE1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1310
 TE1310.The geoid height was determined by GEOID03.
 TE1310
 TE1310.The dynamic height is computed by dividing the NAVD 88
 TE1310.geopotential number by the normal gravity value computed on the
 TE1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1310.degrees latitude (g = 980.6199 gals.).
 TE1310
 TE1310.The modeled gravity was interpolated from observed gravity values.
 TE1310
 TE1310;                    North         East     Units Scale Factor Converg.
 TE1310;SPC ND N     -   149,344.582   660,648.736   MT  0.99994578   +0 36 31.8
 TE1310;SPC ND N     -   489,975.66  2,167,482.73   iFT  0.99994578   +0 36 31.8
 TE1310;UTM  14      - 5,354,353.789   449,473.731   MT  0.99963137   -0 30 33.9
 TE1310
 TE1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1310!SPC ND N     -   0.99992570  x   0.99994578  =   0.99987148
 TE1310!UTM  14      -   0.99992570  x   0.99963137  =   0.99955710
 TE1310
 TE1310|---------------------------------------------------------------------|
 TE1310| PID    Reference Object                     Distance      Geod. Az  |
 TE1310|                                                           dddmmss.s |
 TE1310| TE1309 KNOX RM 1                            22.813 METERS 08558     |
 TE1310| TE1308 Y 435                                              1411210.8 |
 TE1310| TE1313 KNOX AZ MK 2                                       2535732.1 |
 TE1310| TE1312 KNOX AZ MK                                         2642757.9 |
 TE1310| TE1311 KNOX RM 2                            19.575 METERS 27454     |
 TE1310| TE2023 KNOX PUBLIC SCHOOL BELFRY FLAG      APPROX. 0.9 KM 3065941.6 |
 TE1310|---------------------------------------------------------------------|
 TE1310
 TE1310                          SUPERSEDED SURVEY CONTROL
 TE1310
 TE1310  NAD 83(1986)-  48 20 25.24052(N)    099 40 54.60470(W) AD(       ) 3
 TE1310  NAD 27      -  48 20 25.25900(N)    099 40 53.12700(W) AD(       ) 3
 TE1310  NGVD 29 (??/??/92)  496.181  (m)         1627.89   (f) ADJ UNCH    1 2
 TE1310
 TE1310.Superseded values are not recommended for survey control.
 TE1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1310.See file dsdata.txt to determine how the superseded data were derived.
 TE1310
 TE1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4947454354(NAD 83)
 TE1310_MARKER: DS = TRIANGULATION STATION DISK
 TE1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1310_STAMPING: KNOX 1946
 TE1310_MARK LOGO: CGS   
 TE1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1310+STABILITY: SURFACE MOTION
 TE1310
 TE1310  HISTORY     - Date     Condition        Report By
 TE1310  HISTORY     - 1946     MONUMENTED       CGS
 TE1310  HISTORY     - 1964     GOOD             CGS
 TE1310  HISTORY     - 1964     GOOD             NGS
 TE1310  HISTORY     - 1968     GOOD             USGS
 TE1310  HISTORY     - 1976     GOOD             NGS
 TE1310  HISTORY     - 1976     GOOD             NGS
 TE1310  HISTORY     - 1982     GOOD             NGS
 TE1310
 TE1310                          STATION DESCRIPTION
 TE1310
 TE1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1310'THE STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF THE
 TE1310'SMALL VILLAGE OF YORK, 0.5 MILE EAST OF KNOX, 96 FEET NORTH OF THE
 TE1310'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2, 6 FEET SOUTH OF AN
 TE1310'EAST - WEST FENCE LINE AND 5 FEET NORTH OF A WITNESS POST.  IT
 TE1310'IS LOCATED ON THE FIRST KNOLL EAST OF KNOX AND ABOUT 20 FEET
 TE1310'HIGHER IN ELEVATION THAN U.S. HIGHWAY 2.  THE MARK PROJECTS
 TE1310'2 INCHES AND THE DISK IS STAMPED KNOX 1946.
 TE1310'
 TE1310'REFERENCE MARK NO. 1 IS 74.84 FEET EAST OF THE STATION, 101
 TE1310'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2
 TE1310'AND 1 FOOT SOUTH OF AN EAST - WEST FENCE LINE.  THE MARK
 TE1310'PROJECTS 2 INCHES AND THE DISK IS STAMPED KNOX NO 1 1946.
 TE1310'
 TE1310'REFERENCE MARK NO. 2 IS 64.23 FEET WEST OF THE STATION, 101
 TE1310'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2
 TE1310'AND 1 FOOT SOUTH OF AN EAST - WEST FENCE LINE.  THE MARK
 TE1310'PROJECTS 2 INCHES AND THE DISK IS STAMPED KNOX NO 2 1946.
 TE1310'
 TE1310'THE AZIMUTH MARK IS 0.35 MILE WEST-SOUTHWEST OF THE STATION AND
 TE1310'ON THE SOUTHERN EDGE OF THE SMALL VILLAGE OF KNOX.  IT IS 77
 TE1310'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2,
 TE1310'39 FEET EAST OF A FARM DRIVEWAY, 7 FEET EAST OF A POWER LINE
 TE1310'POLE AND 4 FEET EAST OF A WITNESS POST.  THE MARK IS FLUSH WITH
 TE1310'THE GROUND AND THE DISK IS STAMPED KNOX 1946.
 TE1310'
 TE1310'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET IN
 TE1310'KNOX AND U.S. HIGHWAY 2, GO EAST ON U.S. HIGHWAY 2 FOR 0.15
 TE1310'MILE AND AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 TE1310'ON EAST FOR 0.35 MILE TO THE SUMMIT OF THE GRADE AND STATION ON
 TE1310'THE LEFT AS DESCRIBED.
 TE1310'
 TE1310'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TE1310
 TE1310                          STATION RECOVERY (1964)
 TE1310
 TE1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TE1310'THE STATION MARK IS ABOUT 0.2 MILE SOUTH ALONG MAIN STREET
 TE1310'FROM THE GREAT NORTHERN RAILWAY STATION AT KNOX, THENCE 0.45
 TE1310'MILE EAST ALONG U.S. HIGHWAY 2, IN S 8, T 156 N, R 70 W, AT THE
 TE1310'CREST OF A HILL, 93 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TE1310'126 FEET WEST OF A POWER POLE, 6-1/2 FEET SOUTH OF A FENCE, 6.1
 TE1310'FEET SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE
 TE1310'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE1310'FLUSH WITH THE GROUND.
 TE1310'
 TE1310'R.M. 1 IS 74-1/2 FEET EAST OF THE STATION MARK, 98 FEET NORTH
 TE1310'OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF A POWER
 TE1310'POLE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET
 TE1310'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TE1310'CONCRETE POST FLUSH WITH THE GROUND.
 TE1310'
 TE1310'R.M. 2 IS 64-1/2 FEET WEST OF THE STATION MARK, 98 FEET NORTH
 TE1310'OF THE CENTER LINE OF THE HIGHWAY, 120 FEET EAST OF A POWER
 TE1310'POLE, 1 FOOT SOUTH OF A FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS
 TE1310'POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 TE1310'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TE1310'
 TE1310'KNOX 1946 AZIMUTH IS 0.35 MILE WEST ALONG U.S. HIGHWAY 2 FROM
 TE1310'THE STATION MARK, 79 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 TE1310'2, 40 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 TE1310'LEADING SOUTH TO A SMALL WHITE HOUSE, 7 FEET EAST OF A POWER AND
 TE1310'TELEGRAPH COMBINATION POLE, 1 FOOT NORTH OF A FENCE, 0.7 FOOT
 TE1310'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TE1310'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TE1310'GROUND.
 TE1310
 TE1310                          STATION RECOVERY (1964)
 TE1310
 TE1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1310'0.65 MI SE FROM KNOX.
 TE1310'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 TE1310'STATION AT KNOX, THENCE 0.45 MILE EAST ALONG U.S. HIGHWAY 2, IN S 8, T
 TE1310'156 N, R 70 W, AT THE CREST OF A HILL, 93 FEET NORTH OF THE CENTER
 TE1310'LINE OF THE HIGHWAY, 126 FEET WEST OF A POWER POLE, 6 1/2 FEET SOUTH
 TE1310'OF A FENCE, 6.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET
 TE1310'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE1310'FLUSH WITH THE GROUND.
 TE1310
 TE1310                          STATION RECOVERY (1968)
 TE1310
 TE1310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1310'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.  DIRECTION
 TE1310'TO R.M. 1 CHECKED OUT +23.57 SEC IN AZIMUTH.  R.M. 2 CHECKED
 TE1310'OUT +18.17 SEC IN AZIMUTH.  AZIMUTH MARK CHECKED WITH IN +8.15 SEC
 TE1310'IN AZIMUTH.
 TE1310'
 TE1310'DISTANCE TO R.M. 1 CHECKED WITHIN 0.01 FOOT AND R.M. 2 CHECKED
 TE1310'WITHIN 0.05 FOOT.
 TE1310
 TE1310                          STATION RECOVERY (1976)
 TE1310
 TE1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TE1310'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 TE1310'MARK WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY IMPROVEMENTS
 TE1310'IT WAS NECESSARY TO MOVE THE AZIMUTH MARK.  A NEW AZIMUTH MARK WAS
 TE1310'ESTABLISHED AND THE DISK WAS REMOVED FROM AZIMUTH MARK 1946 AT
 TE1310'THIS TIME.
 TE1310'
 TE1310'A NEW DESCRIPTION FOLLOWS--
 TE1310'
 TE1310'THE STATION IS LOCATED ON THE CREST OF A HILL, ABOUT 0.5 MILE EAST OF
 TE1310'KNOX, ON THE RIGHT-OF-WAY ALONG THE NORTH SIDE OF OLD U.S. HIGHWAY
 TE1310'2.
 TE1310'
 TE1310'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH END OF MAIN
 TE1310'STREET AND OLD U.S. HIGHWAY 2, GO EAST ON HIGHWAY 2 FOR 0.45 MILE TO
 TE1310'THE CREST OF A HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 TE1310'
 TE1310'TO REACH THE AZIMUTH MARK FROM THE JUNCTION WITH MAIN STREET, GO EAST
 TE1310'ON OLD HIGHWAY 2 FOR 0.1 MILE THENCE SOUTH ACROSS THE NEW 4-LANE
 TE1310'HIGHWAY TO TWO METAL GRANARIES AND THE MARK AS DESCRIBED.  (ACCESS
 TE1310'TO THIS FARMSTEAD WAS NOT STAKED OUT AT THIS TIME.)
 TE1310'
 TE1310'TO REACH BENCH MARK Y 435 FROM THE STATION, CONTINUE EAST ON OLD
 TE1310'U.S. HIGHWAY 2 FOR 0.35 MILE TO A PRIVATE ROAD CROSSING ON THE LEFT
 TE1310'OVER THE RAILROAD TRACKS, AND THE MARK TO THE EAST OF THE PRIVATE
 TE1310'ROAD AS DESCRIBED.
 TE1310'
 TE1310'THE STATION MARK IS A STANDARD DISK STAMPED KNOX 1946, SET IN THE TOP
 TE1310'OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS AT THE
 TE1310'TOP OF THE BACKSLOPE, 93 FEET NORTH OF THE CENTER OF OLD U.S.
 TE1310'HIGHWAY 2, 93 FEET EAST OF POWER POLE NO. 135 WHICH HAS A WOOD POLE
 TE1310'BRACE, AND 6 FEET SOUTH OF A METAL WITNESS POST.
 TE1310'
 TE1310'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KNOX NO 1 1946, SET
 TE1310'IN THE TOP OF A SQUARE CONCRETE MONUMENT 2-INCHES BELOW GROUND
 TE1310'SURFACE.  IT IS 32 FEET WEST OF A POWER POLE AND 0.8 FOOT SOUTH OF
 TE1310'A METAL WITNESS POST.
 TE1310'
 TE1310'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KNOX NO 2 1946, SET
 TE1310'IN THE TOP OF A SQUARE CONCRETE MONUMENT 1-INCH BELOW GROUND
 TE1310'SURFACE.  IT IS 29 FEET EAST OF POWER POLE NO. 135, AND 0.8 FOOT
 TE1310'SOUTH OF A METAL WITNESS POST.
 TE1310'
 TE1310'NOTE--THE JUNCTION IN THE TO REACH IS IN THE VILLAGE OF KNOX.
 TE1310'
 TE1310'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KNOX 1946 1976, SET IN
 TE1310'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 TE1310'253 FEET SOUTH OF THE EAST BOUND LANES OF U.S. HIGHWAY 2, 6-FEET
 TE1310'NORTHWEST OF THE EAST ONE OF TWO ROUND STEEL GRANARIES, AND 6-FEET
 TE1310'NORTHEAST OF THE WEST ONE OF THE TWO GRANARIES.  THE MARK IS ON
 TE1310'PROPERTY OF MR. GEROME SCHUMACHER OF KNOX.  A WITNESS POST WAS
 TE1310'NOT SET.
 TE1310'
 TE1310'THE BENCH MARK IS A STANDARD DISK STAMPED Y 435 1964, SET IN THE
 TE1310'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 TE1310'96 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 51 FEET SOUTH OF
 TE1310'THE SOUTH RAIL OF THE GREAT NORTHERN RAILROAD, 28 FEET EAST OF THE
 TE1310'CENTER OF THE PRIVATE ROAD, 4 FEET EAST OF A TELEGRAPH POLE,
 TE1310'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 TE1310'
 TE1310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.5 MILE
 TE1310'E OF KNOX.
 TE1310
 TE1310                          STATION RECOVERY (1976)
 TE1310
 TE1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1310'RECOVERED IN GOOD CONDITION.
 TE1310
 TE1310                          STATION RECOVERY (1982)
 TE1310
 TE1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1310'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 TE1310'20.4 KM (12.65 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1310'TO THE LEEDS HIGH SCHOOL IN LEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1312 ***********************************************************************
 TE1312  DESIGNATION -  KNOX AZ MK
 TE1312  PID         -  TE1312
 TE1312  STATE/COUNTY-  ND/BENSON
 TE1312  USGS QUAD   -  KNOX (1980)
 TE1312
 TE1312                         *CURRENT SURVEY CONTROL
 TE1312  ___________________________________________________________________
 TE1312* NAD 83(1986)-  48 20 24.     (N)    099 41 18.     (W)     SCALED    
 TE1312* NAVD 88     -       487.101  (meters)    1598.10   (feet)  ADJUSTED  
 TE1312  ___________________________________________________________________
 TE1312  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TE1312  DYNAMIC HT  -         487.193 (meters)    1598.40  (feet)  COMP
 TE1312  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TE1312
 TE1312  VERT ORDER  -  FIRST     CLASS II
 TE1312
 TE1312.The horizontal coordinates were scaled from a topographic map and have
 TE1312.an estimated accuracy of +/- 6 seconds.
 TE1312
 TE1312.The orthometric height was determined by differential leveling
 TE1312.and adjusted by the National Geodetic Survey in June 1991..
 TE1312
 TE1312.The geoid height was determined by GEOID03.
 TE1312
 TE1312.The dynamic height is computed by dividing the NAVD 88
 TE1312.geopotential number by the normal gravity value computed on the
 TE1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1312.degrees latitude (g = 980.6199 gals.).
 TE1312
 TE1312.The modeled gravity was interpolated from observed gravity values.
 TE1312
 TE1312;                    North         East    Units  Estimated Accuracy
 TE1312;SPC ND N     -   149,300.      660,170.      MT  (+/- 180 meters Scaled)
 TE1312
 TE1312                          SUPERSEDED SURVEY CONTROL
 TE1312
 TE1312  NGVD 29 (??/??/92)  486.743  (m)         1596.92   (f) ADJ UNCH    1 2
 TE1312
 TE1312.Superseded values are not recommended for survey control.
 TE1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1312.See file dsdata.txt to determine how the superseded data were derived.
 TE1312
 TE1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU489543(NAD 83)
 TE1312_MARKER: DZ = AZIMUTH MARK DISK
 TE1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1312_STAMPING: KNOX 1946
 TE1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1312+STABILITY: SURFACE MOTION
 TE1312
 TE1312  HISTORY     - Date     Condition        Report By
 TE1312  HISTORY     - 1946     MONUMENTED       CGS
 TE1312  HISTORY     - 1964     GOOD             NGS
 TE1312  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1312
 TE1312                          STATION DESCRIPTION
 TE1312
 TE1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1312'0.3 MI SE FROM KNOX.
 TE1312'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 TE1312'STATION AT KNOX, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY 2, IN S 17, T
 TE1312'156 N, R 70 W, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40
 TE1312'FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH TO A
 TE1312'SMALL WHITE HOUSE 7 FEET EAST OF A COMBINATION POWER AND TELEGRAPH
 TE1312'POLE, 1 FOOT NORTH OF A FENCE 0.7 FOOT NORTH OF A METAL WITNESS POST,
 TE1312'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TE1312'CONCRETE POST FLUSH WITH THE GROUND.
 TE1312
 TE1312                          STATION RECOVERY (1982)
 TE1312
 TE1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1312'NOT RECOVERED THIS DATE, PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1313 ***********************************************************************
 TE1313  DESIGNATION -  KNOX AZ MK 2
 TE1313  PID         -  TE1313
 TE1313  STATE/COUNTY-  ND/BENSON
 TE1313  USGS QUAD   -  KNOX (1980)
 TE1313
 TE1313                         *CURRENT SURVEY CONTROL
 TE1313  ___________________________________________________________________
 TE1313* NAD 83(1986)-  48 20 22.     (N)    099 41 21.     (W)     SCALED    
 TE1313* NAVD 88     -       488.116  (meters)    1601.43   (feet)  ADJUSTED  
 TE1313  ___________________________________________________________________
 TE1313  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 TE1313  DYNAMIC HT  -         488.208 (meters)    1601.73  (feet)  COMP
 TE1313  MODELED GRAV-     980,784.7   (mgal)                       NAVD 88
 TE1313
 TE1313  VERT ORDER  -  FIRST     CLASS II
 TE1313
 TE1313.The horizontal coordinates were scaled from a topographic map and have
 TE1313.an estimated accuracy of +/- 6 seconds.
 TE1313
 TE1313.The orthometric height was determined by differential leveling
 TE1313.and adjusted by the National Geodetic Survey in June 1991..
 TE1313
 TE1313.The geoid height was determined by GEOID03.
 TE1313
 TE1313.The dynamic height is computed by dividing the NAVD 88
 TE1313.geopotential number by the normal gravity value computed on the
 TE1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1313.degrees latitude (g = 980.6199 gals.).
 TE1313
 TE1313.The modeled gravity was interpolated from observed gravity values.
 TE1313
 TE1313;                    North         East    Units  Estimated Accuracy
 TE1313;SPC ND N     -   149,240.      660,110.      MT  (+/- 180 meters Scaled)
 TE1313
 TE1313                          SUPERSEDED SURVEY CONTROL
 TE1313
 TE1313.No superseded survey control is available for this station.
 TE1313
 TE1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU489542(NAD 83)
 TE1313_MARKER: DZ = AZIMUTH MARK DISK
 TE1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1313_SP_SET: MONUMENT
 TE1313_STAMPING: KNOX 1946 1976
 TE1313_MARK LOGO: NGS   
 TE1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1313
 TE1313  HISTORY     - Date     Condition        Report By
 TE1313  HISTORY     - 1976     MONUMENTED       NGS
 TE1313  HISTORY     - 1982     GOOD             NGS
 TE1313
 TE1313                          STATION DESCRIPTION
 TE1313
 TE1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1313'0.4 MI SE FROM KNOX.
 TE1313'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 TE1313'STATION AT KNOX, THENCE EAST ALONG OLD U.S. HIGHWAY 2 FOR 0.1 MILE,
 TE1313'THENCE SOUTH ABOUT 0.1 MILE ACROSS THE NEW 4-LANE HIGHWAY TO TWO ROUND
 TE1313'METAL GRANARIES ON PROPERTY OF MR. GEROME SCHUMACHER OF KNOX, (ACCESS
 TE1313'TO THIS FARMSTEAD WAS NOT STAKED OUT AT THIS TIME). THE MARK IS 0.35
 TE1313'MILE WEST-SOUTHWEST OF TRIANGULATION STATION KNOX 1946, 253 FEET SOUTH
 TE1313'OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY 2, 6-FEET NORTHWEST
 TE1313'OF THE EAST ONE OF THE TWO GRANARIES, 6-FEET NORTHEAST OF THE WEST
 TE1313'GRANARY.  AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 TE1313'THE GROUND.
 TE1313
 TE1313                          STATION RECOVERY (1982)
 TE1313
 TE1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1313'RECOVERED THIS DATE, NOTE, RAILROAD STATION HAS BEEN REMOVED,
 TE1313'20.8 KM (12.9 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE
 TE1313'TO THE LEEDS HIGH SCHOOL IN LEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2023 ***********************************************************************
 TE2023  DESIGNATION -  KNOX PUBLIC SCHOOL BELFRY FLAG
 TE2023  PID         -  TE2023
 TE2023  STATE/COUNTY-  ND/BENSON
 TE2023  USGS QUAD   -  KNOX (1980)
 TE2023
 TE2023                         *CURRENT SURVEY CONTROL
 TE2023  ___________________________________________________________________
 TE2023* NAD 83(1996)-  48 20 41.87752(N)    099 41 27.73889(W)     ADJUSTED  
 TE2023* NAVD 88     -                                                        
 TE2023  ___________________________________________________________________
 TE2023  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 TE2023  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TE2023
 TE2023  HORZ ORDER  -  THIRD
 TE2023
 TE2023.The horizontal coordinates were established by classical geodetic methods
 TE2023.and adjusted by the National Geodetic Survey in January 1998..
 TE2023
 TE2023
 TE2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2023
 TE2023.The geoid height was determined by GEOID03.
 TE2023
 TE2023;                    North         East     Units Scale Factor Converg.
 TE2023;SPC ND N     -   149,851.264   659,961.139   MT  0.99994614   +0 36 07.1
 TE2023;SPC ND N     -   491,638.01  2,165,226.83   iFT  0.99994614   +0 36 07.1
 TE2023;UTM  14      - 5,354,873.630   448,796.367   MT  0.99963221   -0 30 58.8
 TE2023
 TE2023                          SUPERSEDED SURVEY CONTROL
 TE2023
 TE2023  NAD 83(1986)-  48 20 41.87927(N)    099 41 27.73554(W) AD(       ) 4
 TE2023  NAD 27      -  48 20 41.89900(N)    099 41 26.25900(W) AD(       ) 3
 TE2023
 TE2023.Superseded values are not recommended for survey control.
 TE2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2023.See file dsdata.txt to determine how the superseded data were derived.
 TE2023
 TE2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4879654874(NAD 83)
 TE2023_MARKER: 62 = FLAGPOLE
 TE2023
 TE2023  HISTORY     - Date     Condition        Report By
 TE2023  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2023
 TE2023                          STATION DESCRIPTION
 TE2023
 TE2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2023'THIS STATION IS LOCATED IN THE VILLAGE OF KNOX ON MORGAN
 TE2023'STREET AND FACES EAST.  IT IS A 2 STORY RED BRICK STRUCTURE WITH
 TE2023'A WOODEN BELFRY.  IT IS APPROXIMATELY 60 FEET LONG, 36 FEET WIDE
 TE2023'AND 40 FEET HIGH.  SCHOOL YARD IS ENCLOSED WITH WIRE NETTING.
 TE2023'
 TE2023'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND MAIN
 TE2023'STREET IN THE VILLAGE OF YORK, GO NORTH FOR .40 MILE ACROSS
 TE2023'GREAT NORTHERN RAILROAD TRACK TO SCHOOL ON LEFT.
 TE2023'
 TE2023'THE POINT INTERSECTED WAS THE FLAGPOLE ATOP OF BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1309 ***********************************************************************
 TE1309  DESIGNATION -  KNOX RM 1
 TE1309  PID         -  TE1309
 TE1309  STATE/COUNTY-  ND/BENSON
 TE1309  USGS QUAD   -  KNOX (1980)
 TE1309
 TE1309                         *CURRENT SURVEY CONTROL
 TE1309  ___________________________________________________________________
 TE1309* NAD 83(1986)-  48 20 24.     (N)    099 40 59.     (W)     SCALED    
 TE1309* NAVD 88     -       496.217  (meters)    1628.01   (feet)  ADJUSTED  
 TE1309  ___________________________________________________________________
 TE1309  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TE1309  DYNAMIC HT  -         496.311 (meters)    1628.31  (feet)  COMP
 TE1309  MODELED GRAV-     980,784.6   (mgal)                       NAVD 88
 TE1309
 TE1309  VERT ORDER  -  FIRST     CLASS II
 TE1309
 TE1309.The horizontal coordinates were scaled from a topographic map and have
 TE1309.an estimated accuracy of +/- 6 seconds.
 TE1309
 TE1309.The orthometric height was determined by differential leveling
 TE1309.and adjusted by the National Geodetic Survey in June 1991..
 TE1309
 TE1309.The geoid height was determined by GEOID03.
 TE1309
 TE1309.The dynamic height is computed by dividing the NAVD 88
 TE1309.geopotential number by the normal gravity value computed on the
 TE1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1309.degrees latitude (g = 980.6199 gals.).
 TE1309
 TE1309.The modeled gravity was interpolated from observed gravity values.
 TE1309
 TE1309;                    North         East    Units  Estimated Accuracy
 TE1309;SPC ND N     -   149,310.      660,560.      MT  (+/- 180 meters Scaled)
 TE1309
 TE1309                          SUPERSEDED SURVEY CONTROL
 TE1309
 TE1309  NGVD 29 (??/??/92)  495.860  (m)         1626.83   (f) ADJ UNCH    1 2
 TE1309
 TE1309.Superseded values are not recommended for survey control.
 TE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1309.See file dsdata.txt to determine how the superseded data were derived.
 TE1309
 TE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU493543(NAD 83)
 TE1309_MARKER: DR = REFERENCE MARK DISK
 TE1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1309_STAMPING: KNOX NO 1 1946
 TE1309_MARK LOGO: CGS   
 TE1309_PROJECTION: RECESSED 10 CENTIMETERS
 TE1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1309+STABILITY: SURFACE MOTION
 TE1309
 TE1309  HISTORY     - Date     Condition        Report By
 TE1309  HISTORY     - 1946     MONUMENTED       CGS
 TE1309  HISTORY     - 1964     GOOD             NGS
 TE1309  HISTORY     - 1976     GOOD             NGS
 TE1309  HISTORY     - 1982     GOOD             NGS
 TE1309
 TE1309                          STATION DESCRIPTION
 TE1309
 TE1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1309'0.65 MI SE FROM KNOX.
 TE1309'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 TE1309'STATION AT KNOX, THENCE 0.45 MILE EAST ALONG U.S. HIGHWAY 2, IN S 8, T
 TE1309'156 N, R 70 W, 98 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51
 TE1309'FEET WEST OF A POWER POLE, 74 1/2 FEET EAST OF KNOX 1946, 0.8 FOOT
 TE1309'SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 TE1309'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TE1309
 TE1309                          STATION RECOVERY (1976)
 TE1309
 TE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1309'RECOVERED IN GOOD CONDITION.
 TE1309
 TE1309                          STATION RECOVERY (1982)
 TE1309
 TE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1309'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 TE1309'20.4 KM (12.65 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST
 TE1309'ENTRANCE TO THE LEEDS HIGH SCHOOL IN LEEDS, AT THE TOP OF A HIGH
 TE1309'CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1311 ***********************************************************************
 TE1311  DESIGNATION -  KNOX RM 2
 TE1311  PID         -  TE1311
 TE1311  STATE/COUNTY-  ND/BENSON
 TE1311  USGS QUAD   -  KNOX (1980)
 TE1311
 TE1311                         *CURRENT SURVEY CONTROL
 TE1311  ___________________________________________________________________
 TE1311* NAD 83(1986)-  48 20 24.     (N)    099 40 59.     (W)     SCALED    
 TE1311* NAVD 88     -       496.011  (meters)    1627.33   (feet)  ADJUSTED  
 TE1311  ___________________________________________________________________
 TE1311  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 TE1311  DYNAMIC HT  -         496.105 (meters)    1627.64  (feet)  COMP
 TE1311  MODELED GRAV-     980,784.6   (mgal)                       NAVD 88
 TE1311
 TE1311  VERT ORDER  -  FIRST     CLASS II
 TE1311
 TE1311.The horizontal coordinates were scaled from a topographic map and have
 TE1311.an estimated accuracy of +/- 6 seconds.
 TE1311
 TE1311.The orthometric height was determined by differential leveling
 TE1311.and adjusted by the National Geodetic Survey in June 1991..
 TE1311
 TE1311.The geoid height was determined by GEOID03.
 TE1311
 TE1311.The dynamic height is computed by dividing the NAVD 88
 TE1311.geopotential number by the normal gravity value computed on the
 TE1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1311.degrees latitude (g = 980.6199 gals.).
 TE1311
 TE1311.The modeled gravity was interpolated from observed gravity values.
 TE1311
 TE1311;                    North         East    Units  Estimated Accuracy
 TE1311;SPC ND N     -   149,310.      660,560.      MT  (+/- 180 meters Scaled)
 TE1311
 TE1311                          SUPERSEDED SURVEY CONTROL
 TE1311
 TE1311  NGVD 29 (??/??/92)  495.654  (m)         1626.16   (f) ADJ UNCH    1 2
 TE1311
 TE1311.Superseded values are not recommended for survey control.
 TE1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1311.See file dsdata.txt to determine how the superseded data were derived.
 TE1311
 TE1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU493543(NAD 83)
 TE1311_MARKER: DR = REFERENCE MARK DISK
 TE1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1311_STAMPING: KNOX NO 2 1946
 TE1311_MARK LOGO: CGS   
 TE1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1311+STABILITY: SURFACE MOTION
 TE1311
 TE1311  HISTORY     - Date     Condition        Report By
 TE1311  HISTORY     - 1946     MONUMENTED       CGS
 TE1311  HISTORY     - 1964     GOOD             NGS
 TE1311  HISTORY     - 1976     GOOD             NGS
 TE1311  HISTORY     - 1982     GOOD             NGS
 TE1311
 TE1311                          STATION DESCRIPTION
 TE1311
 TE1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1311'0.65 MI SE FROM KNOX.
 TE1311'ABOUT 0.2 MILE SOUTH ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 TE1311'STATION AT KNOX, THENCE 0.45 MILE EAST ALONG U.S. HIGHWAY 2, IN S 8, T
 TE1311'156 N, R 70 W, 98 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 120
 TE1311'FEET EAST OF A POWER POLE, 64 1/2 FEET WEST OF KNOX 1946, 1 FOOT SOUTH
 TE1311'OF A FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 15 FEET
 TE1311'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE1311'FLUSH WITH THE GROUND.
 TE1311
 TE1311                          STATION RECOVERY (1976)
 TE1311
 TE1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1311'RECOVERED IN GOOD CONDITION.
 TE1311
 TE1311                          STATION RECOVERY (1982)
 TE1311
 TE1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1311'RECOVERED THIS DATE, NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 TE1311'20.4 KM (12.65 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST
 TE1311'ENTRANCE TO THE LEEDS HIGH SCHOOL IN LEEDS, 30.0 METERS (100.0 FT)
 TE1311'NORTH OF THE WESTBOUND LANE OF THE HIGHWAY, AT THE TOP OF A HIGH
 TE1311'CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0754 ***********************************************************************
 SN0754  DESIGNATION -  KRANZ
 SN0754  PID         -  SN0754
 SN0754  STATE/COUNTY-  ND/MCLEAN
 SN0754  USGS QUAD   -  COLEHARBOR (1980)
 SN0754
 SN0754                         *CURRENT SURVEY CONTROL
 SN0754  ___________________________________________________________________
 SN0754* NAD 83(1996)-  47 32 42.33279(N)    101 10 30.50911(W)     ADJUSTED  
 SN0754* NAVD 88     -       589.829  (meters)    1935.13   (feet)  ADJUSTED  
 SN0754  ___________________________________________________________________
 SN0754  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 SN0754  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SN0754  DYNAMIC HT  -         589.880 (meters)    1935.30  (feet)  COMP
 SN0754  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SN0754
 SN0754  HORZ ORDER  -  THIRD
 SN0754  VERT ORDER  -  SECOND    CLASS 0
 SN0754
 SN0754.The horizontal coordinates were established by classical geodetic methods
 SN0754.and adjusted by the National Geodetic Survey in January 1998..
 SN0754
 SN0754.The orthometric height was determined by differential leveling
 SN0754.and adjusted by the National Geodetic Survey in June 1991..
 SN0754
 SN0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0754
 SN0754.The geoid height was determined by GEOID03.
 SN0754
 SN0754.The dynamic height is computed by dividing the NAVD 88
 SN0754.geopotential number by the normal gravity value computed on the
 SN0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0754.degrees latitude (g = 980.6199 gals.).
 SN0754
 SN0754.The modeled gravity was interpolated from observed gravity values.
 SN0754
 SN0754;                    North         East     Units Scale Factor Converg.
 SN0754;SPC ND N     -    60,826.475   549,177.680   MT  0.99997990   -0 30 08.6
 SN0754;SPC ND N     -   199,561.93  1,801,764.04   iFT  0.99997990   -0 30 08.6
 SN0754;UTM  14      - 5,268,033.906   336,326.399   MT  0.99992922   -1 36 18.7
 SN0754
 SN0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0754!SPC ND N     -   0.99991075  x   0.99997990  =   0.99989066
 SN0754!UTM  14      -   0.99991075  x   0.99992922  =   0.99983998
 SN0754
 SN0754:                Primary Azimuth Mark                     Grid Az
 SN0754:SPC ND N     -  SWEDISH LUTHERAN CHURCH SPIRE            041 48 06.3
 SN0754:UTM  14      -  SWEDISH LUTHERAN CHURCH SPIRE            042 54 16.4
 SN0754
 SN0754|---------------------------------------------------------------------|
 SN0754| PID    Reference Object                     Distance      Geod. Az  |
 SN0754|                                                           dddmmss.s |
 SN0754| SN1630 SWEDISH LUTHERAN CHURCH SPIRE       APPROX. 8.5 KM 0411757.7 |
 SN0754| SN0755 KRANZ RM 2                            8.513 METERS 11023     |
 SN0754| SN1649 UNDERWOOD TV KMOT RELAY MAST        APPROX. 9.3 KM 1423620.4 |
 SN0754| SN1682 RIVERDALE SE CHECKERED TANK         APPROX.16.0 KM 2493549.0 |
 SN0754| SN1681 RIVERDALE NW CHECKERED TANK         APPROX.16.0 KM 2495443.2 |
 SN0754| SN0756 KRANZ AZ MK                                        2721436.1 |
 SN0754| SN0753 KRANZ RM 1                            5.973 METERS 35818     |
 SN0754|---------------------------------------------------------------------|
 SN0754
 SN0754                          SUPERSEDED SURVEY CONTROL
 SN0754
 SN0754  NAD 83(1986)-  47 32 42.33322(N)    101 10 30.50132(W) AD(       ) 3
 SN0754  NAD 27      -  47 32 42.33490(N)    101 10 28.94070(W) AD(       ) 3
 SN0754  NGVD 29 (??/??/92)  589.422  (m)         1933.80   (f) ADJ UNCH    2 0
 SN0754
 SN0754.Superseded values are not recommended for survey control.
 SN0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0754.See file dsdata.txt to determine how the superseded data were derived.
 SN0754
 SN0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3632668034(NAD 83)
 SN0754_MARKER: DS = TRIANGULATION STATION DISK
 SN0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0754_STAMPING: KRANZ 1962
 SN0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0754+STABILITY: SURFACE MOTION
 SN0754
 SN0754  HISTORY     - Date     Condition        Report By
 SN0754  HISTORY     - 1962     MONUMENTED       CGS
 SN0754  HISTORY     - 1962     GOOD             CGS
 SN0754  HISTORY     - 1972     GOOD             NGS
 SN0754  HISTORY     - 1972     GOOD             NGS
 SN0754  HISTORY     - 1982     GOOD             NGS
 SN0754
 SN0754                          STATION DESCRIPTION
 SN0754
 SN0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0754'THE STATION IS LOCATED 2-1/2 MILES EAST OF THE TOWN OF COLEHARBOR,
 SN0754'IN THE NE 1/4 OF SEC. 19, T147N, R82W, IN PASTURE OWNED BY
 SN0754'MR. KRANZ.
 SN0754'
 SN0754'TO REACH FROM THE POST OFFICE IN COLEHARBOR, GO NORTH ON THE
 SN0754'MAIN STREET FOR 0.25 MILE TO A T ROAD INTERSECTION.  TURN RIGHT
 SN0754'AND GO EAST ON THE GRAVELED ROAD FOR 1.6 MILE TO THE AZIMUTH MARK
 SN0754'ON THE LEFT IN THE GRADER DITCH.  CONTINUE EAST ON THE GRAVELED
 SN0754'ROAD FOR 0.75 MILE TO THE STATION AND REFERENCE MARKS ON THE
 SN0754'RIGHT ON THE TOP OF BANK.
 SN0754'
 SN0754'THE STATION MARK IS A STANDARD DISK STAMPED KRANZ 1962 AND IS SET
 SN0754'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0754'5 INCHES.  IT IS 120 FEET SOUTH OF THE CENTER OF A GRAVELED
 SN0754'ROAD, 80 FEET SOUTH OF A EAST-WEST FENCE LINE AND 8.9 FEET
 SN0754'NORTHEAST OF THE WITNESS POST.
 SN0754'
 SN0754'REFERENCE MARK NO. 1, STAMPED KRANZ NO 1 1962, IS A STANDARD
 SN0754'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN0754'WHICH PROJECTS 6 INCHES.  IT IS 100 FEET SOUTH OF THE CENTER OF
 SN0754'A GRAVELED ROAD, 60 FEET SOUTH OF A EAST-WEST FENCE AND 23.8
 SN0754'FEET NORTHEAST OF THE WITNESS POST.
 SN0754'
 SN0754'REFERENCE MARK NO. 2, STAMPED KRANZ NO 2 1962, IS A STANDARD
 SN0754'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0754'PROJECTS 6 INCHES.  IT IS 76 FEET WEST OF A NORTH-SOUTH FENCE
 SN0754'LINE AND 33.4 FEET EAST OF THE WITNESS POST.
 SN0754'
 SN0754'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KRANZ 1962 AND SET
 SN0754'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN0754'WITH THE GROUND.  IT IS 40 FEET NORTH OF THE CENTER OF A GRAVELED
 SN0754'ROAD AND 7.7 FEET EAST OF THE WITNESS POST.
 SN0754'
 SN0754'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 39.68 FEET.
 SN0754
 SN0754                          STATION RECOVERY (1962)
 SN0754
 SN0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0754'2.65 MI E FROM COLEHARBOR.
 SN0754'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0754'STATION AT COLEHARBOR, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, ON
 SN0754'THE CREST OF A SMALL HILL, 120 FEET SOUTHWEST OF A FENCE CORNER, 108
 SN0754'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 28.0 FEET
 SN0754'WEST-NORTHWEST OF R.M. 2, 12 FEET SOUTH OF A FENCE, 19.7 FEET SOUTH OF
 SN0754'R.M. 1, 7.0 FEET EAST OF A WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL
 SN0754'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0754'FOOT.
 SN0754
 SN0754                          STATION RECOVERY (1972)
 SN0754
 SN0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 SN0754'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 SN0754'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 SN0754'
 SN0754'A NEW DESCRIPTION FOLLOWS--
 SN0754'
 SN0754'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF COLEHARBOR,
 SN0754'0.1 MILE WEST OF THE FARMSTEAD OF MR. R.V. NELSON, ALONG THE
 SN0754'SOUTH SIDE OF A GRAVELED ROAD, ON THE TOP OF A SMALL HILL IN
 SN0754'PASTURE LAND OWNED BY MR. KRANZ.  IT IS IN SEC. 19, T 147 N, R 82
 SN0754'W.
 SN0754'
 SN0754'THE STATION MARK IS A STANDARD DISK STAMPED KRANZ 1962, SET IN
 SN0754'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 120
 SN0754'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 112 FEET WEST OF
 SN0754'A NORTH-SOUTH POWER LINE, 80 FEET SOUTH OF A FENCE LINE, AND
 SN0754'8.9 FEET NORTHEAST OF A METAL WITNESS POST.
 SN0754'
 SN0754'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KRANZ NO 1
 SN0754'1962, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 SN0754'IT IS 100 FEET SOUTH OF THE CENTER OF THE ROAD, AND 60 FEET
 SN0754'SOUTH OF AN EAST-WEST FENCE LINE, AT THE NORTH EDGE OF THE HILL.
 SN0754'
 SN0754'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KRANZ NO 2 1962,
 SN0754'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 SN0754'IS 122 FEET SOUTH OF THE CENTER OF THE ROAD, 84 FEET WEST OF THE
 SN0754'POWER LINE, AND 76 FEET WEST OF A NORTH-SOUTH LANE FENCE.
 SN0754'
 SN0754'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KRANZ 1962, SET
 SN0754'IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 SN0754'IT IS IN THE CENTER OF THE NORTH DITCH, 0.1 MILE WEST OF A
 SN0754'POND, 40 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 1.0
 SN0754'FOOT EAST OF A METAL WITNESS POST.
 SN0754'
 SN0754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND
 SN0754'COUNTY ROAD 12 AT THE NORTH EDGE OF COLEHARBOR, GO EAST ON COUNTY
 SN0754'ROAD 12 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 SN0754'EAST 0.75 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 SN0754'
 SN0754'THE ELEVATION OF THE STATION MARK IS 589.422 METERS - 1933.795
 SN0754'FEET.
 SN0754'
 SN0754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 SN0754'MILES E OF COLEHARBOR
 SN0754
 SN0754                          STATION RECOVERY (1972)
 SN0754
 SN0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SN0754'RECOVERED IN GOOD CONDITION.
 SN0754
 SN0754                          STATION RECOVERY (1982)
 SN0754
 SN0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0754'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM ITS JUNCTION WITH
 SN0754'U.S. HIGHWAY 83 AND STATE HIGHWAY 48 AT THE NORTH EDGE OF COLEHARBOR,
 SN0754'THENCE 4.0 KM (2.5 MI) EAST ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI)
 SN0754'WEST OF A DRIVEWAY LEADING NORTH TO A FARM HOUSE, AT THE CREST OF A
 SN0754'SMALLHILL, 36.6 M (120.1 FT) SW OF A FENCE CORNER, 33.0 M (108.3 FT)
 SN0754'S OF THE CENTER OF THE ROAD, 8.5 M (27.9 FT) NW OF RM 2, 6.0 M (19.7
 SN0754'FT) S OF RM 1 AND 3.7 M (12.1 FT) S OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0756 ***********************************************************************
 SN0756  DESIGNATION -  KRANZ AZ MK
 SN0756  PID         -  SN0756
 SN0756  STATE/COUNTY-  ND/MCLEAN
 SN0756  USGS QUAD   -  COLEHARBOR (1980)
 SN0756
 SN0756                         *CURRENT SURVEY CONTROL
 SN0756  ___________________________________________________________________
 SN0756* NAD 83(1986)-  47 32 44.     (N)    101 11 33.     (W)     SCALED    
 SN0756* NAVD 88     -       575.186  (meters)    1887.09   (feet)  ADJUSTED  
 SN0756  ___________________________________________________________________
 SN0756  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 SN0756  DYNAMIC HT  -         575.236 (meters)    1887.25  (feet)  COMP
 SN0756  MODELED GRAV-     980,680.2   (mgal)                       NAVD 88
 SN0756
 SN0756  VERT ORDER  -  SECOND    CLASS 0
 SN0756
 SN0756.The horizontal coordinates were scaled from a topographic map and have
 SN0756.an estimated accuracy of +/- 6 seconds.
 SN0756
 SN0756.The orthometric height was determined by differential leveling
 SN0756.and adjusted by the National Geodetic Survey in June 1991..
 SN0756
 SN0756.The geoid height was determined by GEOID03.
 SN0756
 SN0756.The dynamic height is computed by dividing the NAVD 88
 SN0756.geopotential number by the normal gravity value computed on the
 SN0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0756.degrees latitude (g = 980.6199 gals.).
 SN0756
 SN0756.The modeled gravity was interpolated from observed gravity values.
 SN0756
 SN0756;                    North         East    Units  Estimated Accuracy
 SN0756;SPC ND N     -    60,890.      547,870.      MT  (+/- 180 meters Scaled)
 SN0756
 SN0756                          SUPERSEDED SURVEY CONTROL
 SN0756
 SN0756  NGVD 29 (??/??/92)  574.779  (m)         1885.75   (f) ADJ UNCH    2 0
 SN0756
 SN0756.Superseded values are not recommended for survey control.
 SN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0756.See file dsdata.txt to determine how the superseded data were derived.
 SN0756
 SN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT350681(NAD 83)
 SN0756_MARKER: DZ = AZIMUTH MARK DISK
 SN0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0756_STAMPING: KRANZ 1962
 SN0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0756+STABILITY: SURFACE MOTION
 SN0756
 SN0756  HISTORY     - Date     Condition        Report By
 SN0756  HISTORY     - 1962     MONUMENTED       CGS
 SN0756  HISTORY     - 1972     GOOD             NGS
 SN0756  HISTORY     - 1982     GOOD             NGS
 SN0756
 SN0756                          STATION DESCRIPTION
 SN0756
 SN0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0756'1.8 MI E FROM COLEHARBOR.
 SN0756'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0756'STATION AT COLEHARBOR, THENCE 1.55 MILES EAST ALONG A GRAVELED ROAD,
 SN0756'100 YARDS WEST AND ACROSS THE ROAD FROM A SMALL LAKE, 211 FEET WEST OF
 SN0756'A TRACK ROAD LEADING NORTH TO THE CITY DUMP, 39.5 FEET NORTH OF THE
 SN0756'CENTERLINE OF THE GRAVELED ROAD, 8.0 FEET EAST OF A WITNESS POST,
 SN0756'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SN0756'CONCRETE POST PROJECTING 0.2 FOOT.
 SN0756
 SN0756                          STATION RECOVERY (1972)
 SN0756
 SN0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SN0756'RECOVERED IN GOOD CONDITION.
 SN0756
 SN0756                          STATION RECOVERY (1982)
 SN0756
 SN0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0756'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM ITS JUNCTION WITH
 SN0756'U.S. HIGHWAY 83 AND STATE HIGHWAY 48 AT THE NORTH EDGE OF COLE
 SN0756'HARBOR, THENCE 27 KM (1.7 MI) EASTERLY ALONG A GRAVELED ROAD, 0.2 KM
 SN0756'(0.1 MI) WEST OF A POND AND 12.1 M (39.7 FT) N OF THE CENTER OF THE
 SN0756'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0753 ***********************************************************************
 SN0753  DESIGNATION -  KRANZ RM 1
 SN0753  PID         -  SN0753
 SN0753  STATE/COUNTY-  ND/MCLEAN
 SN0753  USGS QUAD   -  COLEHARBOR (1980)
 SN0753
 SN0753                         *CURRENT SURVEY CONTROL
 SN0753  ___________________________________________________________________
 SN0753* NAD 83(1986)-  47 32 42.     (N)    101 10 30.     (W)     SCALED    
 SN0753* NAVD 88     -       589.850  (meters)    1935.20   (feet)  ADJUSTED  
 SN0753  ___________________________________________________________________
 SN0753  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SN0753  DYNAMIC HT  -         589.901 (meters)    1935.37  (feet)  COMP
 SN0753  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SN0753
 SN0753  VERT ORDER  -  SECOND    CLASS 0
 SN0753
 SN0753.The horizontal coordinates were scaled from a topographic map and have
 SN0753.an estimated accuracy of +/- 6 seconds.
 SN0753
 SN0753.The orthometric height was determined by differential leveling
 SN0753.and adjusted by the National Geodetic Survey in June 1991..
 SN0753
 SN0753.The geoid height was determined by GEOID03.
 SN0753
 SN0753.The dynamic height is computed by dividing the NAVD 88
 SN0753.geopotential number by the normal gravity value computed on the
 SN0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0753.degrees latitude (g = 980.6199 gals.).
 SN0753
 SN0753.The modeled gravity was interpolated from observed gravity values.
 SN0753
 SN0753;                    North         East    Units  Estimated Accuracy
 SN0753;SPC ND N     -    60,820.      549,190.      MT  (+/- 180 meters Scaled)
 SN0753
 SN0753                          SUPERSEDED SURVEY CONTROL
 SN0753
 SN0753  NGVD 29 (??/??/92)  589.443  (m)         1933.86   (f) ADJ UNCH    2 0
 SN0753
 SN0753.Superseded values are not recommended for survey control.
 SN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0753.See file dsdata.txt to determine how the superseded data were derived.
 SN0753
 SN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT363680(NAD 83)
 SN0753_MARKER: DR = REFERENCE MARK DISK
 SN0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0753_STAMPING: KRANZ NO 1 1962
 SN0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0753+STABILITY: SURFACE MOTION
 SN0753
 SN0753  HISTORY     - Date     Condition        Report By
 SN0753  HISTORY     - 1962     MONUMENTED       CGS
 SN0753  HISTORY     - 1972     GOOD             NGS
 SN0753  HISTORY     - 1982     GOOD             NGS
 SN0753
 SN0753                          STATION DESCRIPTION
 SN0753
 SN0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0753'2.65 MI E FROM COLEHARBOR.
 SN0753'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0753'STATION AT COLEHARBOR, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD, ON
 SN0753'THE CREST OF A SMALL HILL, 90 FEET SOUTH OF THE CENTERLINE OF THE
 SN0753'GRAVELED ROAD, 39.6 FEET NORTHWEST OF R. M. 2, 19.7 FEET NORTH OF
 SN0753'KRANZ 1962 STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 SN0753'PROJECTING 0.4 FOOT.
 SN0753
 SN0753                          STATION RECOVERY (1972)
 SN0753
 SN0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SN0753'RECOVERED IN GOOD CONDITION.
 SN0753
 SN0753                          STATION RECOVERY (1982)
 SN0753
 SN0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0753'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM ITS JUNCTION WITH
 SN0753'U.S. HIGHWAY 83 AND STATE HIGHWAY 48 AT THE NORTH EDGE OF COLEHARBOR,
 SN0753'THENCE 4.0 KM (2.5 MI) EAST ALONG A GRAVELED ROAD, 0.3KM (0.2 MI)
 SN0753'WEST OF A DRIVEWAY LEADING NORTH TO A FARM HOUSE, AT THE CREST OF A
 SN0753'SMALL HILL, 27.5 M (90.2 FT) S OF THE CENTER OF THE ROAD, 12.1 M
 SN0753'(39.7 FT) NW OF RM 2, 6.0 M (19.6 FT) N OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0755 ***********************************************************************
 SN0755  DESIGNATION -  KRANZ RM 2
 SN0755  PID         -  SN0755
 SN0755  STATE/COUNTY-  ND/MCLEAN
 SN0755  USGS QUAD   -  COLEHARBOR (1980)
 SN0755
 SN0755                         *CURRENT SURVEY CONTROL
 SN0755  ___________________________________________________________________
 SN0755* NAD 83(1986)-  47 32 42.     (N)    101 10 30.     (W)     SCALED    
 SN0755* NAVD 88     -       589.803  (meters)    1935.05   (feet)  ADJUSTED  
 SN0755  ___________________________________________________________________
 SN0755  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 SN0755  DYNAMIC HT  -         589.855 (meters)    1935.22  (feet)  COMP
 SN0755  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 SN0755
 SN0755  VERT ORDER  -  SECOND    CLASS 0
 SN0755
 SN0755.The horizontal coordinates were scaled from a topographic map and have
 SN0755.an estimated accuracy of +/- 6 seconds.
 SN0755
 SN0755.The orthometric height was determined by differential leveling
 SN0755.and adjusted by the National Geodetic Survey in June 1991..
 SN0755
 SN0755.The geoid height was determined by GEOID03.
 SN0755
 SN0755.The dynamic height is computed by dividing the NAVD 88
 SN0755.geopotential number by the normal gravity value computed on the
 SN0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0755.degrees latitude (g = 980.6199 gals.).
 SN0755
 SN0755.The modeled gravity was interpolated from observed gravity values.
 SN0755
 SN0755;                    North         East    Units  Estimated Accuracy
 SN0755;SPC ND N     -    60,820.      549,190.      MT  (+/- 180 meters Scaled)
 SN0755
 SN0755                          SUPERSEDED SURVEY CONTROL
 SN0755
 SN0755  NGVD 29 (??/??/92)  589.397  (m)         1933.71   (f) ADJ UNCH    2 0
 SN0755
 SN0755.Superseded values are not recommended for survey control.
 SN0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0755.See file dsdata.txt to determine how the superseded data were derived.
 SN0755
 SN0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT363680(NAD 83)
 SN0755_MARKER: DR = REFERENCE MARK DISK
 SN0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0755_STAMPING: KRANZ NO 2 1962
 SN0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0755+STABILITY: SURFACE MOTION
 SN0755
 SN0755  HISTORY     - Date     Condition        Report By
 SN0755  HISTORY     - 1962     MONUMENTED       CGS
 SN0755  HISTORY     - 1972     GOOD             NGS
 SN0755  HISTORY     - 1982     GOOD             NGS
 SN0755
 SN0755                          STATION DESCRIPTION
 SN0755
 SN0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0755'2.65 MI E FROM COLEHARBOR.
 SN0755'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN0755'STATION AT COLEHARBOR, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD,
 SN0755'39.6 FEET SOUTHEAST OF R.M. 1, 28.0 FEET EAST-SOUTHEAST OF KRANZ 1962
 SN0755'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0755'FOOT.
 SN0755
 SN0755                          STATION RECOVERY (1972)
 SN0755
 SN0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 SN0755'RECOVERED IN GOOD CONDITION.
 SN0755
 SN0755                          STATION RECOVERY (1982)
 SN0755
 SN0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0755'0.2 KM (0.1 MI) NORTH ALONG A GRAVELED ROAD FROM ITS JUNCTION WITH
 SN0755'U.S. HIGHWAY 83 AND STATE HIGHWAY 48 AT THE NORTH EDGE OF COLEHARBOR,
 SN0755'THENCE 4.0 KM (2.5 MI) EAST ALONG A GRAVELED ROAD, 0.3 KM (0.2 MI)
 SN0755'WEST OF A DRIVEWAY LEADING NORTH TO A FARM HOUSE , AT THE CREST OF A
 SN0755'SMALL HILL, 37.2 N (122.0 FT) S OF THE CENTER OF THE ROAD, 12.1 M
 SN0755'(39.7 FT) SE OF RM 1 8.5 M (27.9 FT) ESE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1725 ***********************************************************************
 SN1725  DESIGNATION -  KRONTHAL LUTHERAN CHURCH SPIRE
 SN1725  PID         -  SN1725
 SN1725  STATE/COUNTY-  ND/MERCER
 SN1725  USGS QUAD   -  BEULAH NE (1977)
 SN1725
 SN1725                         *CURRENT SURVEY CONTROL
 SN1725  ___________________________________________________________________
 SN1725* NAD 83(1996)-  47 27 29.99720(N)    101 46 49.47536(W)     ADJUSTED  
 SN1725* NAVD 88     -                                                        
 SN1725  ___________________________________________________________________
 SN1725  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 SN1725  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 SN1725
 SN1725  HORZ ORDER  -  THIRD
 SN1725
 SN1725.The horizontal coordinates were established by classical geodetic methods
 SN1725.and adjusted by the National Geodetic Survey in January 1998..
 SN1725
 SN1725
 SN1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1725
 SN1725.The geoid height was determined by GEOID03.
 SN1725
 SN1725;                    North         East     Units Scale Factor Converg.
 SN1725;SPC ND S     -   199,950.034   503,457.798   MT  0.99999514   -0 56 02.1
 SN1725;SPC ND S     -   656,004.05  1,651,764.43   iFT  0.99999514   -0 56 02.1
 SN1725;SPC ND N     -    51,760.498   503,457.969   MT  0.99999518   -0 57 10.1
 SN1725;SPC ND N     -   169,817.91  1,651,764.99   iFT  0.99999518   -0 57 10.1
 SN1725;UTM  14      - 5,259,846.751   290,439.140   MT  1.00013972   -2 02 57.5
 SN1725
 SN1725                          SUPERSEDED SURVEY CONTROL
 SN1725
 SN1725  NAD 83(1986)-  47 27 29.99447(N)    101 46 49.46648(W) AD(       ) 4
 SN1725  NAD 27      -  47 27 29.98400(N)    101 46 47.85800(W) AD(       ) 3
 SN1725
 SN1725.Superseded values are not recommended for survey control.
 SN1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1725.See file dsdata.txt to determine how the superseded data were derived.
 SN1725
 SN1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT9043959847(NAD 83)
 SN1725_MARKER: 90 = CHURCH SPIRE
 SN1725
 SN1725  HISTORY     - Date     Condition        Report By
 SN1725  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1725
 SN1725                          STATION DESCRIPTION
 SN1725
 SN1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1725'THIS INTERSECTION STATION IS LOCATED ABOUT 13-1/2 MILES NW BY
 SN1725'N OF HAZEN AND 7 MILES SE OF NISHU.  IT WAS IDENTIFIED BY INQUIRY
 SN1725'IN HAZEN AND ZAP AND WAS NOT VISITED BECAUSE OF MUDDY ROAD
 SN1725'CONDITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0686 ***********************************************************************
 RQ0686  DESIGNATION -  KULM
 RQ0686  PID         -  RQ0686
 RQ0686  STATE/COUNTY-  ND/LA MOURE
 RQ0686  USGS QUAD   -  KULM (1982)
 RQ0686
 RQ0686                         *CURRENT SURVEY CONTROL
 RQ0686  ___________________________________________________________________
 RQ0686* NAD 83(1996)-  46 17 51.09955(N)    098 52 45.72526(W)     ADJUSTED  
 RQ0686* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 RQ0686  ___________________________________________________________________
 RQ0686  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 RQ0686  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 RQ0686
 RQ0686  HORZ ORDER  -  FIRST
 RQ0686
 RQ0686.The horizontal coordinates were established by classical geodetic methods
 RQ0686.and adjusted by the National Geodetic Survey in January 1998..
 RQ0686
 RQ0686.The orthometric height was scaled from a topographic map.
 RQ0686
 RQ0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0686
 RQ0686.The geoid height was determined by GEOID03.
 RQ0686
 RQ0686;                    North         East     Units Scale Factor Converg.
 RQ0686;SPC ND S     -    71,412.319   724,853.493   MT  0.99997951   +1 10 55.4
 RQ0686;SPC ND S     -   234,292.39  2,378,128.26   iFT  0.99997951   +1 10 55.4
 RQ0686;UTM  14      - 5,127,112.789   509,290.612   MT  0.99960106   +0 05 14.0
 RQ0686
 RQ0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0686!SPC ND S     -   0.99991057  x   0.99997951  =   0.99989009
 RQ0686!UTM  14      -   0.99991057  x   0.99960106  =   0.99951167
 RQ0686
 RQ0686:                Primary Azimuth Mark                     Grid Az
 RQ0686:SPC ND S     -  EDGELEY MUNICIPAL TANK                   060 08 05.5
 RQ0686:UTM  14      -  EDGELEY MUNICIPAL TANK                   061 13 46.9
 RQ0686
 RQ0686|---------------------------------------------------------------------|
 RQ0686| PID    Reference Object                     Distance      Geod. Az  |
 RQ0686|                                                           dddmmss.s |
 RQ0686| RQ0665 EDGELEY MUNICIPAL TANK              APPROX.14.6 KM 0611900.9 |
 RQ0686| RQ0666 EDGELEY TRANSFIG CH TALL SPIRE      APPROX.14.5 KM 0623502.5 |
 RQ0686| CO5787 KULM RM 3                            26.656 METERS 07642     |
 RQ0686| CO5784 KULM AZ MK RESET                                   0893724.3 |
 RQ0686| CO5783 KULM AZ MK                                         0900141.1 |
 RQ0686| CO5785 KULM RM 1                            39.385 METERS 10225     |
 RQ0686| CO5786 KULM RM 2                            42.272 METERS 25759     |
 RQ0686| CO5788 KULM RM 4                            25.500 METERS 28249     |
 RQ0686|---------------------------------------------------------------------|
 RQ0686
 RQ0686                          SUPERSEDED SURVEY CONTROL
 RQ0686
 RQ0686  NAD 83(1986)-  46 17 51.10701(N)    098 52 45.71688(W) AD(       ) 1
 RQ0686  NAD 27      -  46 17 51.21600(N)    098 52 44.32700(W) AD(       ) 1
 RQ0686
 RQ0686.Superseded values are not recommended for survey control.
 RQ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0686.See file dsdata.txt to determine how the superseded data were derived.
 RQ0686
 RQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS0929127113(NAD 83)
 RQ0686_MARKER: DS = TRIANGULATION STATION DISK
 RQ0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0686
 RQ0686  HISTORY     - Date     Condition        Report By
 RQ0686  HISTORY     - 1934     MONUMENTED       CGS
 RQ0686  HISTORY     - 1957     SEE DESCRIPTION  CGS
 RQ0686
 RQ0686                          STATION DESCRIPTION
 RQ0686
 RQ0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0686'STATION IS LOCATED ABOUT 3-1/4 MILES A LITTLE S OF E OF KULM,
 RQ0686'IN THE SE 1/4 OF SEC. 29, T 133 N, R 65 W, ABOUT 0.4 MILE W
 RQ0686'OF THE E LINE AT THE SOUTHERN EDGE OF THE ABOVE QUARTER, JUST
 RQ0686'N OF THE SECTION LINE.  STATION IS ON TOP OF RIDGE WHERE THE
 RQ0686'GROUND STARTS SLOPING TO THE W, 192 FEET WNW OF HIGH LINE POLE,
 RQ0686'70 FEET NE OF HIGH LINE POLE, 61 FEET N OF CENTER LINE OF
 RQ0686'E-W ROAD LEADING TO STATION, AND 32 FEET N OF N EDGE OF
 RQ0686'DRAINAGE DITCH.  MARK IS ABOUT 12 INCHES BELOW THE SURFACE.
 RQ0686'
 RQ0686'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RQ0686'IN THE TOP OF CONCRETE CYLINDERS.
 RQ0686'
 RQ0686'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 RQ0686'IN THE CENTER OF THE TOP OF BLOCKS OF CONCRETE.
 RQ0686'
 RQ0686'REFERENCE MARK NO. 1 IS ESE OF STATION, 34 FEET N OF CENTER
 RQ0686'LINE OF E-W SECTION LINE ROAD, AND 4 FEET N OF N EDGE OF
 RQ0686'DRAINAGE DITCH.  MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 RQ0686'
 RQ0686'REFERENCE MARK NO. 2 IS WSW OF STATION, 35 FEET N OF CENTER
 RQ0686'LINE OF E-W SECTION LINE ROAD, AND 5 FEET N OF N EDGE OF
 RQ0686'DRAINAGE DITCH.  MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.
 RQ0686'
 RQ0686'AZIMUTH MARK IS E OF STATION, ABOUT 53 FEET WSW OF SW CORNER
 RQ0686'OF CHURCH, 35 FEET N OF CENTER LINE OF E-W SECTION LINE ROAD
 RQ0686'LEADING TO STATION, 15 FEET N OF E-W FENCE LINE, AND 2 FEET E
 RQ0686'OF N-S FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE
 RQ0686'SURFACE.
 RQ0686'
 RQ0686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281
 RQ0686'AND STATE HIGHWAY 13 JUST SE OF EDGELEY, GO W ON STATE HIGHWAY
 RQ0686'13 FOR 8.0 MILES TO CROSSROADS AND SECTION CORNER AT THE END OF
 RQ0686'GRAVEL ROAD, TURN LEFT (S) ON GRADED DIRT ROAD AND GO 4.0 MILES
 RQ0686'(OR 0.5 MILE PAST WHITE SCHOOLHOUSE AND RAILROAD CROSSING) TO
 RQ0686'CROSSROADS AND SECTION CORNER, TURN RIGHT (W) ON GRADED DIRT
 RQ0686'ROAD AND GO 0.4 MILE TO TOP OF GRADE AND STATION.
 RQ0686'
 RQ0686'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RQ0686
 RQ0686                          STATION RECOVERY (1957)
 RQ0686
 RQ0686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RQ0686'STATION RECOVERED AS DESCRIBED AND ALL MARKS (EXCEPT REFERENCE
 RQ0686'MARK 1) FOUND IN GOOD CONDITION.  REFERENCE MARK 1 COULD NOT
 RQ0686'BE FOUND AND HAD EVIDENTLY BEEN DESTROYED BY ROAD CONSTRUCTION.
 RQ0686'
 RQ0686'A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY DEPARTMENT TO
 RQ0686'MOVE ALL OF THE MARKS AT THIS STATION AS THEY WERE IN THE WAY
 RQ0686'OF PROPOSED HIGHWAY CONSTRUCTION.  THE STATION MARK WAS LOWERED
 RQ0686'BELOW THE PROPOSED GRADE AND NEW REFERENCE AND AZIMUTH MARKS
 RQ0686'WERE ESTABLISHED.
 RQ0686'
 RQ0686'THE STATION MARK WAS LOWERED ABOUT 4 FT. AND THIS MARK SHOULD
 RQ0686'BE ABOUT 6 IN. BELOW SURFACE OF THE GROUND AFTER GRADING
 RQ0686'IS COMPLETED.
 RQ0686'
 RQ0686'REFERENCE MARK 3 IS E-NE OF THE STATION, AND IS 82 FT. N OF
 RQ0686'THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS ABOUT 5 IN.
 RQ0686'AND THE DISK IS STAMPED KULM NO 3 1934 1957.
 RQ0686'
 RQ0686'REFERENCE MARK 4 IS W-NW OF THE STATION, AND IS 82 FT. N OF
 RQ0686'THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS ABOUT 6 IN.
 RQ0686'AND THE DISK IS STAMPED KULM NO 4 1934 1957.
 RQ0686'
 RQ0686'THE AZIMUTH MARK IS ABOUT 0.85 MI. E OF THE STATION (IN W
 RQ0686'EDGE OF THE OLD CHURCHYARD), 82 FT. N OF THE CENTERLINE OF THE
 RQ0686'ROAD, AND 1-1/2 FT. E OF THE W YARD FENCE.  THE MARK PROJECTS
 RQ0686'ABOUT 4 IN. AND THE DISK IS STAMPED KULM 1934 RESET 1957.
 RQ0686'
 RQ0686'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM EDGELEY
 RQ0686'IS ADEQUATE.  THE STATION IS REACHED FROM KULM (FROM THE S EDGE
 RQ0686'OF THE TOWN) BY GOING E ABOUT 3-1/4 MI. TO THE TOP OF A GRADE
 RQ0686'AND THE STATION ON THE LEFT.  THE STATION MARK IS 61 FT. N OF
 RQ0686'THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0608 ***********************************************************************
 RR0608  DESIGNATION -  KURTZ
 RR0608  PID         -  RR0608
 RR0608  STATE/COUNTY-  ND/MORTON
 RR0608  USGS QUAD   -  DENGATE (1980)
 RR0608
 RR0608                         *CURRENT SURVEY CONTROL
 RR0608  ___________________________________________________________________
 RR0608* NAD 83(1996)-  46 50 47.75230(N)    101 43 03.91261(W)     ADJUSTED  
 RR0608* NAVD 88     -       657.818  (meters)    2158.19   (feet)  ADJUSTED  
 RR0608  ___________________________________________________________________
 RR0608  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 RR0608  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 RR0608  DYNAMIC HT  -         657.819 (meters)    2158.19  (feet)  COMP
 RR0608  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 RR0608
 RR0608  HORZ ORDER  -  SECOND
 RR0608  VERT ORDER  -  FIRST     CLASS II
 RR0608
 RR0608.The horizontal coordinates were established by classical geodetic methods
 RR0608.and adjusted by the National Geodetic Survey in January 1998..
 RR0608
 RR0608.The orthometric height was determined by differential leveling
 RR0608.and adjusted by the National Geodetic Survey in June 1991..
 RR0608
 RR0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0608
 RR0608.The geoid height was determined by GEOID03.
 RR0608
 RR0608.The dynamic height is computed by dividing the NAVD 88
 RR0608.geopotential number by the normal gravity value computed on the
 RR0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0608.degrees latitude (g = 980.6199 gals.).
 RR0608
 RR0608.The modeled gravity was interpolated from observed gravity values.
 RR0608
 RR0608;                    North         East     Units Scale Factor Converg.
 RR0608;SPC ND S     -   131,877.199   507,127.467   MT  0.99993587   -0 53 17.5
 RR0608;SPC ND S     -   432,667.98  1,663,804.03   iFT  0.99993587   -0 53 17.5
 RR0608;UTM  14      - 5,191,703.688   292,795.514   MT  1.00012772   -1 59 00.1
 RR0608
 RR0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0608!SPC ND S     -   0.99989996  x   0.99993587  =   0.99983584
 RR0608!UTM  14      -   0.99989996  x   1.00012772  =   1.00002767
 RR0608
 RR0608|---------------------------------------------------------------------|
 RR0608| PID    Reference Object                     Distance      Geod. Az  |
 RR0608|                                                           dddmmss.s |
 RR0608| CS9132 KURTZ RM 1                           13.473 METERS 17710     |
 RR0608| RR0971 GLEN ULLIN SAC HEART CATH CH        APPROX. 9.1 KM 2472518.0 |
 RR0608| RR0972 GLEN ULLIN MUN AIRPORT BEACON       APPROX.11.0 KM 2502316.6 |
 RR0608| CS9133 KURTZ RM 2                           10.528 METERS 35704     |
 RR0608| RR0609 KURTZ AZ MK                                        3570708.9 |
 RR0608|---------------------------------------------------------------------|
 RR0608
 RR0608                          SUPERSEDED SURVEY CONTROL
 RR0608
 RR0608  NAD 83(1986)-  46 50 47.74631(N)    101 43 03.90362(W) AD(       ) 2
 RR0608  NAD 27      -  46 50 47.73100(N)    101 43 02.36400(W) AD(       ) 2
 RR0608  NGVD 29 (07/19/86)  657.5    (m)         2157.     (f) VERT ANG       
 RR0608
 RR0608.Superseded values are not recommended for survey control.
 RR0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0608.See file dsdata.txt to determine how the superseded data were derived.
 RR0608
 RR0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9279691704(NAD 83)
 RR0608_MARKER: DS = TRIANGULATION STATION DISK
 RR0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0608_SP_SET: CONCRETE POST
 RR0608_STAMPING: KURTZ 1951
 RR0608_MARK LOGO: CGS   
 RR0608_PROJECTION: PROJECTING 5 CENTIMETERS
 RR0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0608+STABILITY: SURFACE MOTION
 RR0608
 RR0608  HISTORY     - Date     Condition        Report By
 RR0608  HISTORY     - 1951     MONUMENTED       CGS
 RR0608  HISTORY     - 1956     GOOD             CGS
 RR0608  HISTORY     - 1958     GOOD             USGS
 RR0608  HISTORY     - 1982     GOOD             NGS
 RR0608
 RR0608                          STATION DESCRIPTION
 RR0608
 RR0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0608'THE STATION IS ABOUT 6 MILES NORTHEAST OF GLEN ULLIN, AND ABOUT
 RR0608'0.1 MILE NORTH OF U.S. HIGHWAY NO. 10.
 RR0608'
 RR0608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 10
 RR0608'AND THE MAIN STREET OF GLEN ULLIN, ON THE EAST EDGE OF TOWN,
 RR0608'GO EASTERLY ON U.S. HIGHWAY NO. 10 FOR 4.3 MILES TO AN UNDERPASS.
 RR0608'CONTINUE ON U.S. HIGHWAY NO. 10 FOR 1.45 MILES TO A GRAVELED
 RR0608'T-INTERSECTION ON THE LEFT.  THEN LEFT, NORTH FOR 0.1 MILE TO
 RR0608'THE STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH
 RR0608'MARK, CONTINUE NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON
 RR0608'THE LEFT AS DESCRIBED.
 RR0608'
 RR0608'THE STATION MARK IS 37 FEET EAST OF THE GRAVELED ROAD, AND 8
 RR0608'FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 RR0608'THE DISK IS STAMPED KURTZ 1951.
 RR0608'
 RR0608'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE GRAVELED ROAD.
 RR0608'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KURTZ NO 1
 RR0608'1951.
 RR0608'
 RR0608'REFERENCE MARK NO. 2 IS 37 FEET EAST OF THE GRAVELED ROAD.  THE
 RR0608'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KURTZ NO 2 1951.
 RR0608'
 RR0608'THE AZIMUTH MARK IS 37 FEET WEST OF THE GRAVELED ROAD, AND 2
 RR0608'FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 RR0608'DISK IS STAMPED KURTZ 1951.
 RR0608'
 RR0608'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0608'CYLINDERS.
 RR0608
 RR0608                          STATION RECOVERY (1956)
 RR0608
 RR0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0608'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0608'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0608
 RR0608                          STATION RECOVERY (1958)
 RR0608
 RR0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0608'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0608
 RR0608                          STATION RECOVERY (1982)
 RR0608
 RR0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0608'9.8 KM (6.1 MI) EAST FROM GLEN ULLIN.
 RR0608'9.4 KM (5.85 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0608'NORTHERN RAILROAD STATION IN GLEN ULLIN, THENCE 0.4 KM (0.25 MI)
 RR0608'NORTHERLY ALONG COUNTY ROAD 87, 11.3 METERS (37.1 FT) EAST OF THE
 RR0608'CENTER OF THE ROAD AND 2.4 METERS (7.9 FT) SOUTH OF A WOODEN POST.
 RR0608'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0608'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0609 ***********************************************************************
 RR0609  DESIGNATION -  KURTZ AZ MK
 RR0609  PID         -  RR0609
 RR0609  STATE/COUNTY-  ND/MORTON
 RR0609  USGS QUAD   -  DENGATE (1980)
 RR0609
 RR0609                         *CURRENT SURVEY CONTROL
 RR0609  ___________________________________________________________________
 RR0609* NAD 83(1986)-  46 51 00.     (N)    101 43 06.     (W)     SCALED    
 RR0609* NAVD 88     -       656.534  (meters)    2153.98   (feet)  ADJUSTED  
 RR0609  ___________________________________________________________________
 RR0609  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 RR0609  DYNAMIC HT  -         656.535 (meters)    2153.98  (feet)  COMP
 RR0609  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 RR0609
 RR0609  VERT ORDER  -  FIRST     CLASS II
 RR0609
 RR0609.The horizontal coordinates were scaled from a topographic map and have
 RR0609.an estimated accuracy of +/- 6 seconds.
 RR0609
 RR0609.The orthometric height was determined by differential leveling
 RR0609.and adjusted by the National Geodetic Survey in June 1991..
 RR0609
 RR0609.The geoid height was determined by GEOID03.
 RR0609
 RR0609.The dynamic height is computed by dividing the NAVD 88
 RR0609.geopotential number by the normal gravity value computed on the
 RR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0609.degrees latitude (g = 980.6199 gals.).
 RR0609
 RR0609.The modeled gravity was interpolated from observed gravity values.
 RR0609
 RR0609;                    North         East    Units  Estimated Accuracy
 RR0609;SPC ND S     -   132,260.      507,090.      MT  (+/- 180 meters Scaled)
 RR0609
 RR0609                          SUPERSEDED SURVEY CONTROL
 RR0609
 RR0609.No superseded survey control is available for this station.
 RR0609
 RR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS927920(NAD 83)
 RR0609_MARKER: DZ = AZIMUTH MARK DISK
 RR0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0609_SP_SET: CONCRETE POST
 RR0609_STAMPING: KURTZ 1951
 RR0609_MARK LOGO: CGS   
 RR0609_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0609+STABILITY: SURFACE MOTION
 RR0609
 RR0609  HISTORY     - Date     Condition        Report By
 RR0609  HISTORY     - 1951     MONUMENTED       CGS
 RR0609  HISTORY     - 1982     GOOD             NGS
 RR0609
 RR0609                          STATION DESCRIPTION
 RR0609
 RR0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0609'10.2 KM (6.35 MI) EAST FROM GLEN ULLIN.
 RR0609'9.4 KM (5.85 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0609'NORTHERN RAILROAD STATION IN GLEN ULLIN, THENCE 0.8 KM (0.5 MI)
 RR0609'NORTHERLY ALONG COUNTY ROAD 87, 11.3 METERS (37.1 FT) WEST OF THE
 RR0609'CENTER OF THE ROAD AND 0.6 METER (2.0 FT) WEST OF A FENCE.
 RR0609'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 RR0609'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1606 ***********************************************************************
 SN1606  DESIGNATION -  KVAMME
 SN1606  PID         -  SN1606
 SN1606  STATE/COUNTY-  ND/MCLEAN
 SN1606  USGS QUAD   -  LONG LAKE (1981)
 SN1606
 SN1606                         *CURRENT SURVEY CONTROL
 SN1606  ___________________________________________________________________
 SN1606* NAD 83(1996)-  47 42 17.17031(N)    100 49 05.45214(W)     ADJUSTED  
 SN1606* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 SN1606  ___________________________________________________________________
 SN1606  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 SN1606  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SN1606
 SN1606  HORZ ORDER  -  SECOND
 SN1606
 SN1606.The horizontal coordinates were established by classical geodetic methods
 SN1606.and adjusted by the National Geodetic Survey in January 1998..
 SN1606
 SN1606.The orthometric height was scaled from a topographic map.
 SN1606
 SN1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1606
 SN1606.The geoid height was determined by GEOID03.
 SN1606
 SN1606;                    North         East     Units Scale Factor Converg.
 SN1606;SPC ND N     -    78,405.811   576,121.542   MT  0.99995771   -0 14 12.4
 SN1606;SPC ND N     -   257,236.91  1,890,162.54   iFT  0.99995771   -0 14 12.4
 SN1606;UTM  14      - 5,285,088.502   363,601.986   MT  0.99982862   -1 20 42.3
 SN1606
 SN1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1606!SPC ND N     -   0.99990291  x   0.99995771  =   0.99986063
 SN1606!UTM  14      -   0.99990291  x   0.99982862  =   0.99973155
 SN1606
 SN1606:                Primary Azimuth Mark                     Grid Az
 SN1606:SPC ND N     -  DOGDEN BUTTE BUR RECLA NE MAST           019 44 39.2
 SN1606:UTM  14      -  DOGDEN BUTTE BUR RECLA NE MAST           020 51 09.1
 SN1606
 SN1606|---------------------------------------------------------------------|
 SN1606| PID    Reference Object                     Distance      Geod. Az  |
 SN1606|                                                           dddmmss.s |
 SN1606| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      APPROX.13.3 KM 0193026.8 |
 SN1606| CO5790 KVAMME RM 1                         141.721 METERS 04938     |
 SN1606| CO5791 KVAMME RM 2                         107.323 METERS 11155     |
 SN1606| CO5789 KVAMME AZ MK                                       2332021.0 |
 SN1606|---------------------------------------------------------------------|
 SN1606
 SN1606                          SUPERSEDED SURVEY CONTROL
 SN1606
 SN1606  NAD 83(1986)-  47 42 17.17283(N)    100 49 05.44692(W) AD(       ) 2
 SN1606  NAD 27      -  47 42 17.16750(N)    100 49 03.93940(W) AD(       ) 2
 SN1606
 SN1606.Superseded values are not recommended for survey control.
 SN1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1606.See file dsdata.txt to determine how the superseded data were derived.
 SN1606
 SN1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6360285089(NAD 83)
 SN1606_MARKER: DS = TRIANGULATION STATION DISK
 SN1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1606
 SN1606  HISTORY     - Date     Condition        Report By
 SN1606  HISTORY     - 1962     MONUMENTED       CGS
 SN1606
 SN1606                          STATION DESCRIPTION
 SN1606
 SN1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1606'THE STATION IS LOCATED 5.0 MILES EAST AND 9 MILES SOUTH OF THE
 SN1606'TOWN OF RUSO, IN THE SW 1/4 OF SEC. 20,T149N,R79W, ON THE
 SN1606'HIGHEST POINT OF A HILL.
 SN1606'
 SN1606'TO REACH FROM THE RAILROAD CROSSING IN RUSO, GO SOUTH ON STATE
 SN1606'ROUTE 41 FOR 9.4 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 SN1606'GO EAST ON A GRAVELED ROAD FOR 4.2 MILES TO A CROSSROAD AND THE
 SN1606'AZIMUTH MARK ON THE LEFT IN THE NORTHEAST ANGLE OF THE
 SN1606'INTERSECTION.  CONTINUE 0.15 MILE TO A FARM ROAD ON THE LEFT,
 SN1606'LEADING TO THE KVAMME RANCH.  TURN LEFT AND FOLLOW THE
 SN1606'GRAVELED ROAD 0.1 MILE TO THE RANCH HOUSE.  FROM HERE PACK
 SN1606'WESTERLY ACROSS A CULTIVATED FIELD FOR 5 MINUTES TO THE HIGHEST
 SN1606'PART OF HILL AND THE STATION.
 SN1606'
 SN1606'THE STATION MARK IS A STANDARD DISK STAMPED KVAMME 1962 AND SET
 SN1606'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1606'WITH THE GROUND.  IT IS 336 FEET WEST OF A FENCE AND 354 FEET
 SN1606'WEST, NORTHWEST OF THE WITNESS POST.
 SN1606'
 SN1606'REFERENCE MARK NO. 1, STAMPED KVAMME NO 1 1962, IS A STANDARD
 SN1606'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1606'IS FLUSH WITH THE GROUND.  IT IS 1.5 FEET WEST OF A FENCE.
 SN1606'
 SN1606'REFERENCE MARK NO. 2, STAMPED KVAMME NO 2 1962, IS A STANDARD
 SN1606'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1606'IS FLUSH WITH THE GROUND.  IT IS 5.8 FEET NORTHWEST OF THE
 SN1606'WITNESS POST AND 3.5 FEET WEST OF A FENCE.
 SN1606'
 SN1606'THE AZIMUTH MARK STAMPED KVAMME 1962 IS A STANDARD DISK SET
 SN1606'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1606'4 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A GRAVELED
 SN1606'ROAD, 38 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 SN1606'SOUTHEAST OF A FENCE CORNER POST, 2.8 FEET EAST, SOUTHEAST OF THE
 SN1606'WITNESS POST AND 2.7 FEET SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1163 ***********************************************************************
 SM1163  DESIGNATION -  KVERNES LUTHERAN CHURCH SPIRE
 SM1163  PID         -  SM1163
 SM1163  STATE/COUNTY-  ND/FOSTER
 SM1163  USGS QUAD   -  BRANTFORD (1950)
 SM1163
 SM1163                         *CURRENT SURVEY CONTROL
 SM1163  ___________________________________________________________________
 SM1163* NAD 83(1996)-  47 33 03.46745(N)    098 59 31.32549(W)     ADJUSTED  
 SM1163* NAVD 88     -                                                        
 SM1163  ___________________________________________________________________
 SM1163  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 SM1163  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SM1163
 SM1163  HORZ ORDER  -  THIRD
 SM1163
 SM1163.The horizontal coordinates were established by classical geodetic methods
 SM1163.and adjusted by the National Geodetic Survey in January 1998..
 SM1163
 SM1163
 SM1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1163
 SM1163.The geoid height was determined by GEOID03.
 SM1163
 SM1163;                    North         East     Units Scale Factor Converg.
 SM1163;SPC ND N     -    62,367.794   713,495.836   MT  0.99997895   +1 07 19.7
 SM1163;SPC ND N     -   204,618.75  2,340,865.60   iFT  0.99997895   +1 07 19.7
 SM1163;UTM  14      - 5,266,393.639   500,599.301   MT  0.99960000   +0 00 21.2
 SM1163
 SM1163                          SUPERSEDED SURVEY CONTROL
 SM1163
 SM1163  NAD 83(1986)-  47 33 03.46941(N)    098 59 31.32191(W) AD(       ) 4
 SM1163  NAD 27      -  47 33 03.48300(N)    098 59 29.93100(W) AD(       ) 3
 SM1163
 SM1163.Superseded values are not recommended for survey control.
 SM1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1163.See file dsdata.txt to determine how the superseded data were derived.
 SM1163
 SM1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT0059966394(NAD 83)
 SM1163_MARKER: 90 = CHURCH SPIRE
 SM1163
 SM1163  HISTORY     - Date     Condition        Report By
 SM1163  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1163
 SM1163                          STATION DESCRIPTION
 SM1163
 SM1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WHM)
 SM1163'THIS INTERSECTION STATION IS LOCATED APPROXIMATELY 10 MILES
 SM1163'NE OF THE CITY OF CARRINGTON, 34 PACES S OF A SECTION LINE
 SM1163'ROAD AND 136 PACES W OF A SECTION LINE ROAD INTERSECTION.
 SM1163'
 SM1163'THE BUILDING PROPER IS CONSTRUCTED OF WOOD, PAINTED WHITE, AND
 SM1163'THE BELL TOWER IS BROWN.  THE SPIRE IS APPROXIMATELY 55 FEET
 SM1163'HIGH.  THE POINT LOCATED WAS THE BALL AT THE APEX OF THE
 SM1163'SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0622 ***********************************************************************
 RQ0622  DESIGNATION -  KYLSTAD
 RQ0622  PID         -  RQ0622
 RQ0622  STATE/COUNTY-  ND/RANSOM
 RQ0622  USGS QUAD   -  VERONA NE (1970)
 RQ0622
 RQ0622                         *CURRENT SURVEY CONTROL
 RQ0622  ___________________________________________________________________
 RQ0622* NAD 83(1996)-  46 26 35.67479(N)    098 01 44.68728(W)     ADJUSTED  
 RQ0622* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 RQ0622  ___________________________________________________________________
 RQ0622  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 RQ0622  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 RQ0622
 RQ0622  HORZ ORDER  -  SECOND
 RQ0622
 RQ0622.The horizontal coordinates were established by classical geodetic methods
 RQ0622.and adjusted by the National Geodetic Survey in January 1998..
 RQ0622
 RQ0622.The orthometric height was scaled from a topographic map.
 RQ0622
 RQ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0622
 RQ0622.The geoid height was determined by GEOID03.
 RQ0622
 RQ0622;                    North         East     Units Scale Factor Converg.
 RQ0622;SPC ND S     -    89,307.206   789,832.431   MT  0.99995906   +1 48 08.1
 RQ0622;SPC ND S     -   293,002.64  2,591,313.75   iFT  0.99995906   +1 48 08.1
 RQ0622;UTM  14      - 5,143,754.693   574,577.850   MT  0.99966837   +0 42 13.1
 RQ0622
 RQ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0622!SPC ND S     -   0.99993630  x   0.99995906  =   0.99989537
 RQ0622!UTM  14      -   0.99993630  x   0.99966837  =   0.99960469
 RQ0622
 RQ0622|---------------------------------------------------------------------|
 RQ0622| PID    Reference Object                     Distance      Geod. Az  |
 RQ0622|                                                           dddmmss.s |
 RQ0622| CO5793 KYLSTAD RM 1                         18.783 METERS 20534     |
 RQ0622| CO5792 KYLSTAD AZ MK                                      2653852.9 |
 RQ0622| CO5794 KYLSTAD RM 2                         22.431 METERS 31705     |
 RQ0622|---------------------------------------------------------------------|
 RQ0622
 RQ0622                          SUPERSEDED SURVEY CONTROL
 RQ0622
 RQ0622  NAD 83(1986)-  46 26 35.67866(N)    098 01 44.68026(W) AD(       ) 2
 RQ0622  NAD 27      -  46 26 35.78700(N)    098 01 43.31200(W) AD(       ) 2
 RQ0622
 RQ0622.Superseded values are not recommended for survey control.
 RQ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0622.See file dsdata.txt to determine how the superseded data were derived.
 RQ0622
 RQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7457843755(NAD 83)
 RQ0622_MARKER: DS = TRIANGULATION STATION DISK
 RQ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0622
 RQ0622  HISTORY     - Date     Condition        Report By
 RQ0622  HISTORY     - 1954     MONUMENTED       CGS
 RQ0622
 RQ0622                          STATION DESCRIPTION
 RQ0622
 RQ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0622'THE STATION IS ABOUT 5-3/4 MILES WEST AND 3-1/2 MILES NORTH
 RQ0622'OF ENGLEVALE, 5-1/2 MILES NORTH AND 2 MILES EAST OF VERONA
 RQ0622'AND ON LAND OWNED BY MR. WALVIN KYLSTAD.  IT IS IN THE SOUTHWEST
 RQ0622'QUARTER OF SEC. 6, T. 134 N., R. 58 W.
 RQ0622'
 RQ0622'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1
 RQ0622'AND 27, WHICH IS 5-1/2 MILES NORTH OF VERONA, GO EAST ON STATE
 RQ0622'HIGHWAY 27 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 RQ0622'AT THE NORTHEAST EDGE OF AN APPROACH TO A HAY FIELD, 0.1
 RQ0622'MILE EAST OF A CONCRETE BRIDGE.  CONTINUE EAST ON STATE
 RQ0622'HIGHWAY 27 FOR 0.6 MILE TO A PRIVATE DRIVEWAY ON LEFT, TURN
 RQ0622'LEFT AND GO NORTH FOR 0.15 MILE TO MR. KYLSTADS FARM BUILDINGS.
 RQ0622'FROM HERE, THE STATION IS ON THE HIGHEST POINT OF THE LOW,
 RQ0622'NORTH-SOUTH RIDGE TO THE SOUTHEAST.  PASS THROUGH THE GATE
 RQ0622'AT THE EAST CORNER OF THE BARN AND GO EAST AND SOUTHEAST
 RQ0622'FOR 0.15 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 RQ0622'STATION.
 RQ0622'
 RQ0622'THE STATION MARK, STAMPED KYLSTAD 1954, IS A STANDARD DISK
 RQ0622'SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 RQ0622'APPROXIMATELY 400 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 RQ0622'27 AND 3 FEET SOUTHWEST OF A WITNESS POST.
 RQ0622'
 RQ0622'REFERENCE MARK NO. 1, STAMPED KYLSTAD NO 1 1954, IS A STANDARD
 RQ0622'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 RQ0622'AND IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 RQ0622'
 RQ0622'REFERENCE MARK NO. 2, STAMPED KYLSTAD NO 2 1954, IS A STANDARD
 RQ0622'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND
 RQ0622'IT IS ABOUT 8 FEET LOWER THAN THE STATION MARK.
 RQ0622'
 RQ0622'THE AZIMUTH MARK, STAMPED KYLSTAD 1954, IS A STANDARD DISK
 RQ0622'SET IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 RQ0622'55 FEET NORTH OF THE CENTER OF STATE HIGHWAY 27, 12.5 FEET
 RQ0622'NORTH OF THE EAST END OF A CULVERT, 3 FEET EAST OF A WITNESS
 RQ0622'POST AND ON THE SOUTH SIDE OF A HAY FIELD.
 RQ0622'
 RQ0622'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0371 ***********************************************************************
 SL0371  DESIGNATION -  L
 SL0371  PID         -  SL0371
 SL0371  STATE/COUNTY-  ND/GRAND FORKS
 SL0371  USGS QUAD   -  GRAND FORKS (1994)
 SL0371
 SL0371                         *CURRENT SURVEY CONTROL
 SL0371  ___________________________________________________________________
 SL0371* NAD 83(1986)-  47 55 08.     (N)    097 04 25.     (W)     SCALED    
 SL0371* NAVD 88     -       255.409  (meters)     837.95   (feet)  ADJUSTED  
 SL0371  ___________________________________________________________________
 SL0371  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL0371  DYNAMIC HT  -         255.457 (meters)     838.11  (feet)  COMP
 SL0371  MODELED GRAV-     980,793.4   (mgal)                       NAVD 88
 SL0371
 SL0371  VERT ORDER  -  FIRST     CLASS II
 SL0371
 SL0371.The horizontal coordinates were scaled from a topographic map and have
 SL0371.an estimated accuracy of +/- 6 seconds.
 SL0371
 SL0371.The orthometric height was determined by differential leveling
 SL0371.and adjusted by the National Geodetic Survey in June 1991..
 SL0371.WARNING-Repeat measurements at this control monument indicate possible
 SL0371.vertical movement.
 SL0371
 SL0371.The geoid height was determined by GEOID03.
 SL0371
 SL0371.The dynamic height is computed by dividing the NAVD 88
 SL0371.geopotential number by the normal gravity value computed on the
 SL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0371.degrees latitude (g = 980.6199 gals.).
 SL0371
 SL0371.The modeled gravity was interpolated from observed gravity values.
 SL0371
 SL0371;                    North         East    Units  Estimated Accuracy
 SL0371;SPC ND N     -   107,860.      856,000.      MT  (+/- 180 meters Scaled)
 SL0371
 SL0371                          SUPERSEDED SURVEY CONTROL
 SL0371
 SL0371  NGVD 29 (??/??/92)  255.065  (m)          836.83   (f) ADJ UNCH    1 2
 SL0371
 SL0371.Superseded values are not recommended for survey control.
 SL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0371.See file dsdata.txt to determine how the superseded data were derived.
 SL0371
 SL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU439090(NAD 83)
 SL0371_MARKER: DB = BENCH MARK DISK
 SL0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0371_SP_SET: PILLAR
 SL0371_STAMPING: ELEV 837.147 FT L
 SL0371_MARK LOGO: CGS   
 SL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0371
 SL0371  HISTORY     - Date     Condition        Report By
 SL0371  HISTORY     - UNK      MONUMENTED       CGS
 SL0371  HISTORY     - 1934     GOOD             NGS
 SL0371  HISTORY     - 1963     GOOD             NGS
 SL0371  HISTORY     - 1982     GOOD             NGS
 SL0371
 SL0371                          STATION DESCRIPTION
 SL0371
 SL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0371'IN GRAND FORKS.
 SL0371'GRAND FORKS, GRAND FORKS COUNTY, ON THE CAMPUS OF THE UNIVERSITY OF
 SL0371'NORTH DAKOTA, AT THE WOMENS GYMNASIUM (THE BUILDING NEAREST TO THE
 SL0371'GREAT NORTHERN RAILWAY STATION), AT THE EAST SIDE OF THE NORTH
 SL0371'ENTRANCE, IN THE CENTER OF THE CONCRETE PILLAR SUPPORTING THE ARCH
 SL0371'OVER THE ENTRANCE, AND 4.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 SL0371'STAMPED ELEV 837.147 FT L AND SET VERTICALLY.
 SL0371
 SL0371                          STATION RECOVERY (1963)
 SL0371
 SL0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0371'RECOVERED IN GOOD CONDITION.
 SL0371
 SL0371                          STATION RECOVERY (1982)
 SL0371
 SL0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0394 ***********************************************************************
 TE0394  DESIGNATION -  L 1
 TE0394  PID         -  TE0394
 TE0394  STATE/COUNTY-  ND/NELSON
 TE0394  USGS QUAD   -  LAKOTA (1983)
 TE0394
 TE0394                         *CURRENT SURVEY CONTROL
 TE0394  ___________________________________________________________________
 TE0394* NAD 83(1986)-  48 02 07.     (N)    098 16 53.     (W)     SCALED    
 TE0394* NAVD 88     -       462.661  (meters)    1517.91   (feet)  ADJUSTED  
 TE0394  ___________________________________________________________________
 TE0394  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE0394  DYNAMIC HT  -         462.738 (meters)    1518.17  (feet)  COMP
 TE0394  MODELED GRAV-     980,763.6   (mgal)                       NAVD 88
 TE0394
 TE0394  VERT ORDER  -  FIRST     CLASS II
 TE0394
 TE0394.The horizontal coordinates were scaled from a topographic map and have
 TE0394.an estimated accuracy of +/- 6 seconds.
 TE0394
 TE0394.The orthometric height was determined by differential leveling
 TE0394.and adjusted by the National Geodetic Survey in June 1991..
 TE0394
 TE0394.The geoid height was determined by GEOID03.
 TE0394
 TE0394.The dynamic height is computed by dividing the NAVD 88
 TE0394.geopotential number by the normal gravity value computed on the
 TE0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0394.degrees latitude (g = 980.6199 gals.).
 TE0394
 TE0394.The modeled gravity was interpolated from observed gravity values.
 TE0394
 TE0394;                    North         East    Units  Estimated Accuracy
 TE0394;SPC ND N     -   117,490.      765,420.      MT  (+/- 180 meters Scaled)
 TE0394
 TE0394                          SUPERSEDED SURVEY CONTROL
 TE0394
 TE0394  NGVD 29 (??/??/92)  462.289  (m)         1516.69   (f) ADJ UNCH    1 2
 TE0394
 TE0394.Superseded values are not recommended for survey control.
 TE0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0394.See file dsdata.txt to determine how the superseded data were derived.
 TE0394
 TE0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU535204(NAD 83)
 TE0394_MARKER: P = PIPE CAP
 TE0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE0394_STAMPING: ELEV 1317.120 FT L 1
 TE0394_MARK LOGO: CGS   
 TE0394_PROJECTION: FLUSH
 TE0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0394
 TE0394  HISTORY     - Date     Condition        Report By
 TE0394  HISTORY     - UNK      MONUMENTED       CGS
 TE0394  HISTORY     - 1963     GOOD             NGS
 TE0394  HISTORY     - 1982     GOOD             NGS
 TE0394
 TE0394                          STATION DESCRIPTION
 TE0394
 TE0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0394'3.0 MI E FROM LAKOTA.
 TE0394'ABOUT 3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0394'AT LAKOTA, IN S 31, R 59 W, T 153 N, ABOUT 0.3 MILE EAST OF MILEPOST
 TE0394'58, 56 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A GRAVELED
 TE0394'ROAD, 52.3 FEET NORTH OF THE NORTH RAIL, 19.5 FEET EAST OF THE
 TE0394'CENTERLINE OF THE ROAD, 20.0 FEET SOUTHWEST OF A POWER POLE, 1.1 FEET
 TE0394'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 1 FOOT
 TE0394'BELOW THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 3 1/2-INCH IRON
 TE0394'PIPE PROJECTING 1 INCH.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 TE0394'2.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0394'MAPES.
 TE0394
 TE0394                          STATION RECOVERY (1982)
 TE0394
 TE0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0394'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0394'4.0 KM (2.5 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE0394'HIGHWAY 1 IN LAKOTA, THENCE 0.1 KM (0.05 MI) NORTH ALONG A TRACK ROAD
 TE0394'TO THE BURLINGTON NORTHERN RAILROAD CROSSING, 17.0 METERS (56.0 FT)
 TE0394'NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 15.8 METERS (52.0 FT)
 TE0394'NORTH OF THE NORTH RAIL, 5.7 METERS (19.0 FT) EAST OF THE CENTERLINE
 TE0394'OF THE TRACK ROAD, AND 6.0 METERS (20.0 FT) SOUTHWEST OF A POWER POLE.
 TE0394'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TE0394'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0015 ***********************************************************************
 RR0015  DESIGNATION -  L 10
 RR0015  PID         -  RR0015
 RR0015  STATE/COUNTY-  ND/BURLEIGH
 RR0015  USGS QUAD   -  MC KENZIE (1975)
 RR0015
 RR0015                         *CURRENT SURVEY CONTROL
 RR0015  ___________________________________________________________________
 RR0015* NAD 83(1986)-  46 45 53.     (N)    100 22 47.     (W)     SCALED    
 RR0015* NAVD 88     -       524.315  (meters)    1720.19   (feet)  ADJUSTED  
 RR0015  ___________________________________________________________________
 RR0015  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 RR0015  DYNAMIC HT  -         524.325 (meters)    1720.22  (feet)  COMP
 RR0015  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 RR0015
 RR0015  VERT ORDER  -  FIRST     CLASS II
 RR0015
 RR0015.The horizontal coordinates were scaled from a topographic map and have
 RR0015.an estimated accuracy of +/- 6 seconds.
 RR0015
 RR0015.The orthometric height was determined by differential leveling
 RR0015.and adjusted by the National Geodetic Survey in June 1991..
 RR0015
 RR0015.The geoid height was determined by GEOID03.
 RR0015
 RR0015.The dynamic height is computed by dividing the NAVD 88
 RR0015.geopotential number by the normal gravity value computed on the
 RR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0015.degrees latitude (g = 980.6199 gals.).
 RR0015
 RR0015.The modeled gravity was interpolated from observed gravity values.
 RR0015
 RR0015;                    North         East    Units  Estimated Accuracy
 RR0015;SPC ND S     -   122,060.      609,190.      MT  (+/- 180 meters Scaled)
 RR0015
 RR0015                          SUPERSEDED SURVEY CONTROL
 RR0015
 RR0015  NGVD 29 (??/??/92)  523.908  (m)         1718.85   (f) ADJ UNCH    1 2
 RR0015
 RR0015.Superseded values are not recommended for survey control.
 RR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0015.See file dsdata.txt to determine how the superseded data were derived.
 RR0015
 RR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS946799(NAD 83)
 RR0015_MARKER: DB = BENCH MARK DISK
 RR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0015_STAMPING: 1718.855 L 10 1927
 RR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0015+STABILITY: SURFACE MOTION
 RR0015
 RR0015  HISTORY     - Date     Condition        Report By
 RR0015  HISTORY     - 1927     MONUMENTED       CGS
 RR0015  HISTORY     - 1957     GOOD             NGS
 RR0015
 RR0015                          STATION DESCRIPTION
 RR0015
 RR0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0015'4.5 MI SE FROM MCKENZIE.
 RR0015'4.5 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RR0015'STATION AT MCKENZIE, BURLEIGH COUNTY, 75 FEET NORTHWEST OF THE
 RR0015'CROSSING OF A SECTION-LINE ROAD, 21 FEET NORTH OF THE FIRST POLE NORTH
 RR0015'OF THE CROSSING, 45 FEET WEST OF THE CENTER LINE OF THE TRACK, 5.5
 RR0015'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 RR0015'TRACK.  A STANDARD DISK, STAMPED 1718.855 L 10 1927 AND SET IN THE TOP
 RR0015'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0005 ***********************************************************************
 TG0005  DESIGNATION -  L 10 B 1
 TG0005  PID         -  TG0005
 TG0005  STATE/COUNTY-  ND/BURKE
 TG0005  USGS QUAD   -  FLAXTON (1947)
 TG0005
 TG0005                         *CURRENT SURVEY CONTROL
 TG0005  ___________________________________________________________________
 TG0005* NAD 83(1986)-  48 53 52.     (N)    102 26 27.     (W)     SCALED    
 TG0005* NAVD 88     -       595.569  (meters)    1953.96   (feet)  ADJUSTED  
 TG0005  ___________________________________________________________________
 TG0005  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TG0005  DYNAMIC HT  -         595.701 (meters)    1954.40  (feet)  COMP
 TG0005  MODELED GRAV-     980,812.2   (mgal)                       NAVD 88
 TG0005
 TG0005  VERT ORDER  -  FIRST     CLASS II
 TG0005
 TG0005.The horizontal coordinates were scaled from a topographic map and have
 TG0005.an estimated accuracy of +/- 6 seconds.
 TG0005
 TG0005.The orthometric height was determined by differential leveling
 TG0005.and adjusted by the National Geodetic Survey in June 1991..
 TG0005
 TG0005.The geoid height was determined by GEOID03.
 TG0005
 TG0005.The dynamic height is computed by dividing the NAVD 88
 TG0005.geopotential number by the normal gravity value computed on the
 TG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0005.degrees latitude (g = 980.6199 gals.).
 TG0005
 TG0005.The modeled gravity was interpolated from observed gravity values.
 TG0005
 TG0005;                    North         East    Units  Estimated Accuracy
 TG0005;SPC ND N     -   212,800.      457,710.      MT  (+/- 180 meters Scaled)
 TG0005
 TG0005                          SUPERSEDED SURVEY CONTROL
 TG0005
 TG0005  NGVD 29 (??/??/92)  595.16   (m)         1952.6    (f) COMPUTED    1 2
 TG0005
 TG0005.Superseded values are not recommended for survey control.
 TG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0005.See file dsdata.txt to determine how the superseded data were derived.
 TG0005
 TG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ875192(NAD 83)
 TG0005_MARKER: DD = SURVEY DISK
 TG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0005+STABILITY: SURFACE MOTION
 TG0005
 TG0005  HISTORY     - Date     Condition        Report By
 TG0005  HISTORY     - UNK      MONUMENTED       DOD
 TG0005  HISTORY     - 1963     GOOD             NGS
 TG0005
 TG0005                          STATION DESCRIPTION
 TG0005
 TG0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0005'2.3 MI W FROM FLAXTON.
 TG0005'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0005'AT FLAXTON, THENCE 1.8 MILES WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0005'RAILROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 TG0005'WEST ACROSS COUNTRY TO THE CREST OF A HILL, IN SECTION 35, T 163 N, R
 TG0005'91 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TG0005'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TG0005'PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0004 ***********************************************************************
 TG0004  DESIGNATION -  L 10 B 2
 TG0004  PID         -  TG0004
 TG0004  STATE/COUNTY-  ND/BURKE
 TG0004  USGS QUAD   -  FLAXTON (1947)
 TG0004
 TG0004                         *CURRENT SURVEY CONTROL
 TG0004  ___________________________________________________________________
 TG0004* NAD 83(1986)-  48 53 52.     (N)    102 26 12.     (W)     SCALED    
 TG0004* NAVD 88     -       592.395  (meters)    1943.55   (feet)  ADJUSTED  
 TG0004  ___________________________________________________________________
 TG0004  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TG0004  DYNAMIC HT  -         592.526 (meters)    1943.98  (feet)  COMP
 TG0004  MODELED GRAV-     980,812.1   (mgal)                       NAVD 88
 TG0004
 TG0004  VERT ORDER  -  FIRST     CLASS II
 TG0004
 TG0004.The horizontal coordinates were scaled from a topographic map and have
 TG0004.an estimated accuracy of +/- 6 seconds.
 TG0004
 TG0004.The orthometric height was determined by differential leveling
 TG0004.and adjusted by the National Geodetic Survey in June 1991..
 TG0004
 TG0004.The geoid height was determined by GEOID03.
 TG0004
 TG0004.The dynamic height is computed by dividing the NAVD 88
 TG0004.geopotential number by the normal gravity value computed on the
 TG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0004.degrees latitude (g = 980.6199 gals.).
 TG0004
 TG0004.The modeled gravity was interpolated from observed gravity values.
 TG0004
 TG0004;                    North         East    Units  Estimated Accuracy
 TG0004;SPC ND N     -   212,800.      458,010.      MT  (+/- 180 meters Scaled)
 TG0004
 TG0004                          SUPERSEDED SURVEY CONTROL
 TG0004
 TG0004  NGVD 29 (??/??/92)  591.98   (m)         1942.2    (f) COMPUTED    1 2
 TG0004
 TG0004.Superseded values are not recommended for survey control.
 TG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0004.See file dsdata.txt to determine how the superseded data were derived.
 TG0004
 TG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ878192(NAD 83)
 TG0004_MARKER: DD = SURVEY DISK
 TG0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0004+STABILITY: SURFACE MOTION
 TG0004
 TG0004  HISTORY     - Date     Condition        Report By
 TG0004  HISTORY     - UNK      MONUMENTED       DOD
 TG0004  HISTORY     - 1963     GOOD             NGS
 TG0004
 TG0004                          STATION DESCRIPTION
 TG0004
 TG0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0004'2.1 MI W FROM FLAXTON.
 TG0004'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0004'AT FLAXTON, THENCE 1.8 MILES WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0004'RAILROAD, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 35,
 TG0004'T 163 N, R 91 W, 0.3 MILE NORTH OF U.S. HIGHWAY 52, 30 FEET WEST OF
 TG0004'THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 TG0004'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TG0004'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TG0004'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0009 ***********************************************************************
 TG0009  DESIGNATION -  L 10 Z 2 RESET
 TG0009  PID         -  TG0009
 TG0009  STATE/COUNTY-  ND/BURKE
 TG0009  USGS QUAD   -  FLAXTON (1947)
 TG0009
 TG0009                         *CURRENT SURVEY CONTROL
 TG0009  ___________________________________________________________________
 TG0009* NAD 83(1986)-  48 53 38.     (N)    102 26 39.     (W)     SCALED    
 TG0009* NAVD 88     -       593.86   (meters)    1948.4    (feet)  RESET     
 TG0009  ___________________________________________________________________
 TG0009  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TG0009
 TG0009  VERT ORDER  -  THIRD
 TG0009
 TG0009.The horizontal coordinates were scaled from a topographic map and have
 TG0009.an estimated accuracy of +/- 6 seconds.
 TG0009
 TG0009.The orthometric height was computed from unverified reset data.
 TG0009.No vertical observational check was made to the station.
 TG0009
 TG0009.The geoid height was determined by GEOID03.
 TG0009
 TG0009;                    North         East    Units  Estimated Accuracy
 TG0009;SPC ND N     -   212,380.      457,450.      MT  (+/- 180 meters Scaled)
 TG0009
 TG0009                          SUPERSEDED SURVEY CONTROL
 TG0009
 TG0009.No superseded survey control is available for this station.
 TG0009
 TG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ873188(NAD 83)
 TG0009_MARKER: DS = TRIANGULATION STATION DISK
 TG0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0009_STAMPING: L 10 Z 2 1974
 TG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0009+STABILITY: SURFACE MOTION
 TG0009
 TG0009  HISTORY     - Date     Condition        Report By
 TG0009  HISTORY     - 1974     MONUMENTED       NGS
 TG0009
 TG0009                          STATION DESCRIPTION
 TG0009
 TG0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TG0009'2.5 MI W FROM FLAXTON.
 TG0009'REACHED FROM THE RAILROAD UNDERPASS AT THE SOUTH EDGE OF FLAXTON, GO
 TG0009'WEST ON U.S. HIGHWAY 52 FOR 2.2 MILES TO A CROSSROAD, CONTINUE WEST ON
 TG0009'HIGHWAY 52 FOR 0.35 MILE TO TWO METAL GRANARIES ON THE LEFT AND THE
 TG0009'MARK 108 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 28 FEET EAST OF THE
 TG0009'CENTER OF THE FIELD ENTRANCE, 26 FEET NORTHWEST OF THE NORTHWEST
 TG0009'CORNER OF A SQUARE GRANARY, 12 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 TG0009'A ROUND GRANARY, 4 FEET NORTH OF A POWER POLE, 1.5 FEET NORTH OF A
 TG0009'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 TG0009'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0010 ***********************************************************************
 TG0010  DESIGNATION -  L 10 Z 2 RM 4
 TG0010  PID         -  TG0010
 TG0010  STATE/COUNTY-  ND/BURKE
 TG0010  USGS QUAD   -  FLAXTON (1947)
 TG0010
 TG0010                         *CURRENT SURVEY CONTROL
 TG0010  ___________________________________________________________________
 TG0010* NAD 83(1986)-  48 53 38.     (N)    102 26 39.     (W)     SCALED    
 TG0010* NAVD 88     -       593.81   (meters)    1948.2    (feet)  RESET     
 TG0010  ___________________________________________________________________
 TG0010  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TG0010
 TG0010  VERT ORDER  -  THIRD
 TG0010
 TG0010.The horizontal coordinates were scaled from a topographic map and have
 TG0010.an estimated accuracy of +/- 6 seconds.
 TG0010
 TG0010.The orthometric height was computed from unverified reset data.
 TG0010.No vertical observational check was made to the station.
 TG0010
 TG0010.The geoid height was determined by GEOID03.
 TG0010
 TG0010;                    North         East    Units  Estimated Accuracy
 TG0010;SPC ND N     -   212,380.      457,450.      MT  (+/- 180 meters Scaled)
 TG0010
 TG0010                          SUPERSEDED SURVEY CONTROL
 TG0010
 TG0010.No superseded survey control is available for this station.
 TG0010
 TG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ873188(NAD 83)
 TG0010_MARKER: DR = REFERENCE MARK DISK
 TG0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0010_STAMPING: L 10 Z 2 NO 4 1974
 TG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0010+STABILITY: SURFACE MOTION
 TG0010
 TG0010  HISTORY     - Date     Condition        Report By
 TG0010  HISTORY     - 1974     MONUMENTED       NGS
 TG0010
 TG0010                          STATION DESCRIPTION
 TG0010
 TG0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 TG0010'2.5 MI W FROM FLAXTON.
 TG0010'REACHED FROM THE RAILROAD UNDERPASS AT THE SOUTH EDGE OF FLAXTON, GO
 TG0010'WEST ON U.S. HIGHWAY 52 FOR 2.2 MILES TO A CROSSROAD, CONTINUE WEST ON
 TG0010'HIGHWAY 52 FOR 0.35 MILE TO TWO METAL GRANARIES ON THE LEFT AND THE
 TG0010'MARK WHICH IS 108 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 50 FEET
 TG0010'WEST OF THE METAL WITNESS POST, 48 FEET WEST OF THE POWER POLE, 33
 TG0010'FEET WEST-NORTHWEST OF THE NORTHWEST EDGE OF THE WEST ROUND GRANARY,
 TG0010'31 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE, AND SET IN THE TOP
 TG0010'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0006 ***********************************************************************
 TG0006  DESIGNATION -  L 10 Z AZ MK
 TG0006  PID         -  TG0006
 TG0006  STATE/COUNTY-  ND/BURKE
 TG0006  USGS QUAD   -  FLAXTON (1947)
 TG0006
 TG0006                         *CURRENT SURVEY CONTROL
 TG0006  ___________________________________________________________________
 TG0006* NAD 83(1986)-  48 53 38.     (N)    102 26 08.     (W)     SCALED    
 TG0006* NAVD 88     -       590.397  (meters)    1936.99   (feet)  ADJUSTED  
 TG0006  ___________________________________________________________________
 TG0006  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 TG0006  DYNAMIC HT  -         590.528 (meters)    1937.42  (feet)  COMP
 TG0006  MODELED GRAV-     980,811.7   (mgal)                       NAVD 88
 TG0006
 TG0006  VERT ORDER  -  FIRST     CLASS II
 TG0006
 TG0006.The horizontal coordinates were scaled from a topographic map and have
 TG0006.an estimated accuracy of +/- 6 seconds.
 TG0006
 TG0006.The orthometric height was determined by differential leveling
 TG0006.and adjusted by the National Geodetic Survey in June 1991..
 TG0006
 TG0006.The geoid height was determined by GEOID03.
 TG0006
 TG0006.The dynamic height is computed by dividing the NAVD 88
 TG0006.geopotential number by the normal gravity value computed on the
 TG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0006.degrees latitude (g = 980.6199 gals.).
 TG0006
 TG0006.The modeled gravity was interpolated from observed gravity values.
 TG0006
 TG0006;                    North         East    Units  Estimated Accuracy
 TG0006;SPC ND N     -   212,360.      458,080.      MT  (+/- 180 meters Scaled)
 TG0006
 TG0006                          SUPERSEDED SURVEY CONTROL
 TG0006
 TG0006  NGVD 29 (??/??/92)  589.99   (m)         1935.7    (f) COMPUTED    1 2
 TG0006
 TG0006.Superseded values are not recommended for survey control.
 TG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0006.See file dsdata.txt to determine how the superseded data were derived.
 TG0006
 TG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ879188(NAD 83)
 TG0006_MARKER: DZ = AZIMUTH MARK DISK
 TG0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0006_STAMPING: L 10 Z 1963
 TG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0006+STABILITY: SURFACE MOTION
 TG0006
 TG0006  HISTORY     - Date     Condition        Report By
 TG0006  HISTORY     - 1963     MONUMENTED       CGS
 TG0006
 TG0006                          STATION DESCRIPTION
 TG0006
 TG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0006'2.45 MI W FROM FLAXTON.
 TG0006'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0006'AT FLAXTON, THENCE 1.8 MILES WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0006'RAILROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.05
 TG0006'MILE EAST ALONG U.S. HIGHWAY 52, IN SECTION 1, T 162 N, R 91 W, 74
 TG0006'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTH OF A
 TG0006'POWER POLE, 0.9 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 TG0006'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 TG0006'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0401 ***********************************************************************
 RR0401  DESIGNATION -  L 100
 RR0401  PID         -  RR0401
 RR0401  STATE/COUNTY-  ND/GRANT
 RR0401  USGS QUAD   -  CARSON (1980)
 RR0401
 RR0401                         *CURRENT SURVEY CONTROL
 RR0401  ___________________________________________________________________
 RR0401* NAD 83(1986)-  46 25 19.     (N)    101 33 54.     (W)     SCALED    
 RR0401* NAVD 88     -       703.167  (meters)    2306.97   (feet)  ADJUSTED  
 RR0401  ___________________________________________________________________
 RR0401  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 RR0401  DYNAMIC HT  -         703.132 (meters)    2306.86  (feet)  COMP
 RR0401  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 RR0401
 RR0401  VERT ORDER  -  SECOND    CLASS 0
 RR0401
 RR0401.The horizontal coordinates were scaled from a topographic map and have
 RR0401.an estimated accuracy of +/- 6 seconds.
 RR0401
 RR0401.The orthometric height was determined by differential leveling
 RR0401.and adjusted by the National Geodetic Survey in June 1991..
 RR0401
 RR0401.The geoid height was determined by GEOID03.
 RR0401
 RR0401.The dynamic height is computed by dividing the NAVD 88
 RR0401.geopotential number by the normal gravity value computed on the
 RR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0401.degrees latitude (g = 980.6199 gals.).
 RR0401
 RR0401.The modeled gravity was interpolated from observed gravity values.
 RR0401
 RR0401;                    North         East    Units  Estimated Accuracy
 RR0401;SPC ND S     -    84,510.      518,140.      MT  (+/- 180 meters Scaled)
 RR0401
 RR0401                          SUPERSEDED SURVEY CONTROL
 RR0401
 RR0401  NGVD 29 (??/??/92)  702.661  (m)         2305.31   (f) ADJ UNCH    2 0
 RR0401
 RR0401.Superseded values are not recommended for survey control.
 RR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0401.See file dsdata.txt to determine how the superseded data were derived.
 RR0401
 RR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS029441(NAD 83)
 RR0401_MARKER: DB = BENCH MARK DISK
 RR0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0401_STAMPING: L-100 -- 1934
 RR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0401+STABILITY: SURFACE MOTION
 RR0401
 RR0401  HISTORY     - Date     Condition        Report By
 RR0401  HISTORY     - 1934     MONUMENTED       CGS
 RR0401  HISTORY     - 1956     GOOD             NGS
 RR0401  HISTORY     - 1979     GOOD             NGS
 RR0401
 RR0401                          STATION DESCRIPTION
 RR0401
 RR0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0401'IN CARSON.
 RR0401'AT THE COUNTY COURT HOUSE AT CARSON.  126.7 FEET NORTH OF NORTH CURB
 RR0401'OF STREET ALONG SOUTH SIDE OF COURT HOUSE SQUARE.  34.3 FEET SOUTH OF
 RR0401'SOUTH WALL OF COURT HOUSE.  5.7 FEET EAST OF CENTERLINE OF SIDE WALK
 RR0401'LEADING TO THE SOUTH ENTRANCE OF COURT HOUSE.  STANDARD TABLET SET IN
 RR0401'TOP OF CONCRETE POST FLUSH WITH THE SIDE WALK.
 RR0401
 RR0401                          STATION RECOVERY (1956)
 RR0401
 RR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0401'RECOVERED IN GOOD CONDITION.
 RR0401
 RR0401                          STATION RECOVERY (1979)
 RR0401
 RR0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RR0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0712 ***********************************************************************
 RR0712  DESIGNATION -  L 100 RESET
 RR0712  PID         -  RR0712
 RR0712  STATE/COUNTY-  ND/GRANT
 RR0712  USGS QUAD   -  CARSON (1980)
 RR0712
 RR0712                         *CURRENT SURVEY CONTROL
 RR0712  ___________________________________________________________________
 RR0712* NAD 83(1986)-  46 25 19.     (N)    101 33 54.     (W)     SCALED    
 RR0712* NAVD 88     -       703.01   (+/-2cm)    2306.5    (feet)  VERTCON   
 RR0712  ___________________________________________________________________
 RR0712  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 RR0712
 RR0712  VERT ORDER  -  THIRD (See Below)
 RR0712
 RR0712.The horizontal coordinates were scaled from a topographic map and have
 RR0712.an estimated accuracy of +/- 6 seconds.
 RR0712
 RR0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0712.The vertical order pertains to the NGVD 29 superseded value.
 RR0712
 RR0712.The geoid height was determined by GEOID03.
 RR0712
 RR0712;                    North         East    Units  Estimated Accuracy
 RR0712;SPC ND S     -    84,510.      518,140.      MT  (+/- 180 meters Scaled)
 RR0712
 RR0712                          SUPERSEDED SURVEY CONTROL
 RR0712
 RR0712  NGVD 29 (11/04/04)  702.50   (m)         2304.8    (f) RESET       3  
 RR0712
 RR0712.Superseded values are not recommended for survey control.
 RR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0712.See file dsdata.txt to determine how the superseded data were derived.
 RR0712
 RR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS029441(NAD 83)
 RR0712_MARKER: DB = BENCH MARK DISK
 RR0712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RR0712_SP_SET: STEP
 RR0712_STAMPING: L 100 RESET 1979
 RR0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0712
 RR0712  HISTORY     - Date     Condition        Report By
 RR0712  HISTORY     - 1979     MONUMENTED       NGS
 RR0712
 RR0712                          STATION DESCRIPTION
 RR0712
 RR0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RR0712'IN CARSON.
 RR0712'AT THE GRANT COUNTY SOCIAL SERVICE AND SHERIFFS OFFICE BUILDING IN
 RR0712'CARSON, 86 FEET NORTH OF CENTER OF STREET, 54 FEET NORTH OF NORTH
 RR0712'EDGE OF SIDE WALK, 30 FEET WEST OF WEST EDGE OF COURT HOUSE (UNDER
 RR0712'CONSTRUCTION) AND 3.5 FEET SOUTH OF THE SOUTH EAST CORNER BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0092 ***********************************************************************
 RS0092  DESIGNATION -  L 101
 RS0092  PID         -  RS0092
 RS0092  STATE/COUNTY-  ND/ADAMS
 RS0092  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0092
 RS0092                         *CURRENT SURVEY CONTROL
 RS0092  ___________________________________________________________________
 RS0092* NAD 83(1986)-  46 01 03.     (N)    102 41 37.     (W)     SCALED    
 RS0092* NAVD 88     -       822.410  (meters)    2698.19   (feet)  ADJUSTED  
 RS0092  ___________________________________________________________________
 RS0092  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 RS0092  DYNAMIC HT  -         822.322 (meters)    2697.90  (feet)  COMP
 RS0092  MODELED GRAV-     980,479.2   (mgal)                       NAVD 88
 RS0092
 RS0092  VERT ORDER  -  SECOND    CLASS 0
 RS0092
 RS0092.The horizontal coordinates were scaled from a topographic map and have
 RS0092.an estimated accuracy of +/- 6 seconds.
 RS0092
 RS0092.The orthometric height was determined by differential leveling
 RS0092.and adjusted by the National Geodetic Survey in June 1991..
 RS0092
 RS0092.The geoid height was determined by GEOID03.
 RS0092
 RS0092.The dynamic height is computed by dividing the NAVD 88
 RS0092.geopotential number by the normal gravity value computed on the
 RS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0092.degrees latitude (g = 980.6199 gals.).
 RS0092
 RS0092.The modeled gravity was interpolated from observed gravity values.
 RS0092
 RS0092;                    North         East    Units  Estimated Accuracy
 RS0092;SPC ND S     -    41,370.      430,150.      MT  (+/- 180 meters Scaled)
 RS0092
 RS0092                          SUPERSEDED SURVEY CONTROL
 RS0092
 RS0092  NGVD 29 (??/??/92)  821.905  (m)         2696.53   (f) ADJ UNCH    2 0
 RS0092
 RS0092.Superseded values are not recommended for survey control.
 RS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0092.See file dsdata.txt to determine how the superseded data were derived.
 RS0092
 RS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL785985(NAD 83)
 RS0092_MARKER: DB = BENCH MARK DISK
 RS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0092_STAMPING: L 101 1934
 RS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0092+STABILITY: SURFACE MOTION
 RS0092
 RS0092  HISTORY     - Date     Condition        Report By
 RS0092  HISTORY     - 1934     MONUMENTED       CGS
 RS0092  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0092
 RS0092                          STATION DESCRIPTION
 RS0092
 RS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0092'3.1 MI NW FROM HETTINGER.
 RS0092'3.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RS0092'RAILROAD FROM THE STATION AT HETTINGER, ADAMS COUNTY, AT A ROAD
 RS0092'CROSSING, 100 FEET NORTH OF THE CENTER OF THE CROSSING, 80 FEET
 RS0092'NORTHWEST OF THE CENTER LINE OF THE ROAD, 45.7 FEET NORTHEAST OF THE
 RS0092'NORTHEAST RAIL, 40 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 RS0092'12, AND 2 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED L
 RS0092'101 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 RS0092'ABOVE GROUND.
 RS0092
 RS0092                          STATION RECOVERY (1974)
 RS0092
 RS0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0118 ***********************************************************************
 SN0118  DESIGNATION -  L 11
 SN0118  PID         -  SN0118
 SN0118  STATE/COUNTY-  ND/BURLEIGH
 SN0118  USGS QUAD   -  WILTON SE (1976)
 SN0118
 SN0118                         *CURRENT SURVEY CONTROL
 SN0118  ___________________________________________________________________
 SN0118* NAD 83(1986)-  47 05 58.     (N)    100 46 12.     (W)     SCALED    
 SN0118* NAVD 88     -       621.197  (meters)    2038.04   (feet)  ADJUSTED  
 SN0118  ___________________________________________________________________
 SN0118  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 SN0118  DYNAMIC HT  -         621.206 (meters)    2038.07  (feet)  COMP
 SN0118  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 SN0118
 SN0118  VERT ORDER  -  FIRST     CLASS II
 SN0118
 SN0118.The horizontal coordinates were scaled from a topographic map and have
 SN0118.an estimated accuracy of +/- 6 seconds.
 SN0118
 SN0118.The orthometric height was determined by differential leveling
 SN0118.and adjusted by the National Geodetic Survey in June 1991..
 SN0118
 SN0118.The geoid height was determined by GEOID03.
 SN0118
 SN0118.The dynamic height is computed by dividing the NAVD 88
 SN0118.geopotential number by the normal gravity value computed on the
 SN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0118.degrees latitude (g = 980.6199 gals.).
 SN0118
 SN0118.The modeled gravity was interpolated from observed gravity values.
 SN0118
 SN0118;                    North         East    Units  Estimated Accuracy
 SN0118;SPC ND S     -   159,300.      579,500.      MT  (+/- 180 meters Scaled)
 SN0118
 SN0118                          SUPERSEDED SURVEY CONTROL
 SN0118
 SN0118.No superseded survey control is available for this station.
 SN0118
 SN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT656177(NAD 83)
 SN0118_MARKER: DB = BENCH MARK DISK
 SN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0118_STAMPING: L 11 1927 2036.610
 SN0118_MARK LOGO: CGS   
 SN0118_PROJECTION: FLUSH
 SN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0118+STABILITY: SURFACE MOTION
 SN0118
 SN0118  HISTORY     - Date     Condition        Report By
 SN0118  HISTORY     - 1927     MONUMENTED       CGS
 SN0118  HISTORY     - 1962     GOOD             NGS
 SN0118  HISTORY     - 1982     GOOD             NGS
 SN0118
 SN0118                          STATION DESCRIPTION
 SN0118
 SN0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0118'4.1 MI S FROM WILTON.
 SN0118'ABOUT 4.1 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0118'STATION AT WILTON, 5 1/2 POLES SOUTH OF MILEPOST 537, 1 1/2 POLES
 SN0118'NORTH OF A ROAD CROSSING, 227 FEET NORTH NORTHWEST OF THE CENTER OF
 SN0118'THE CROSSING, 37 FEET SOUTH OF THE SECOND POLE NORTH OF THE ROAD
 SN0118'CROSSING, 19 FEET WEST OF THE WEST RAIL, 5.3 MILE NORTH OF THE
 SN0118'RAILROAD STATION AT BALDWIN, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1
 SN0118'FOOT LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE POST
 SN0118'PROJECTING 0.1 FOOT.  NOTE-- LINE JUNCTION.
 SN0118
 SN0118                          STATION RECOVERY (1982)
 SN0118
 SN0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0118'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0118'6.5 KM (4.05 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN0118'WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, THENCE 1.7 KM (1.05
 SN0118'MI) EAST ALONG A PAVED ROAD, 75.9 METERS (249.0 FT) NORTH OF THE
 SN0118'CENTER OF THE ROAD, 69.2 METERS (227.0 FT) NORTHWEST OF THE CENTER OF
 SN0118'THE INTERSECTION OF THE ROAD CROSSING THE SOO LINE RAILROAD AND 5.8
 SN0118'METERS (19.0 FT) WEST OF THE NEAR RAIL.
 SN0118'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN0118'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0231 ***********************************************************************
 TG0231  DESIGNATION -  L 11 B 1
 TG0231  PID         -  TG0231
 TG0231  STATE/COUNTY-  ND/BURKE
 TG0231  USGS QUAD   -  NORTHGATE (1949)
 TG0231
 TG0231                         *CURRENT SURVEY CONTROL
 TG0231  ___________________________________________________________________
 TG0231* NAD 83(1986)-  48 53 35.     (N)    102 19 39.     (W)     SCALED    
 TG0231* NAVD 88     -       594.741  (meters)    1951.25   (feet)  ADJUSTED  
 TG0231  ___________________________________________________________________
 TG0231  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 TG0231  DYNAMIC HT  -         594.871 (meters)    1951.67  (feet)  COMP
 TG0231  MODELED GRAV-     980,809.6   (mgal)                       NAVD 88
 TG0231
 TG0231  VERT ORDER  -  SECOND    CLASS 0
 TG0231
 TG0231.The horizontal coordinates were scaled from a topographic map and have
 TG0231.an estimated accuracy of +/- 6 seconds.
 TG0231
 TG0231.The orthometric height was determined by differential leveling
 TG0231.and adjusted by the National Geodetic Survey in June 1991..
 TG0231
 TG0231.The geoid height was determined by GEOID03.
 TG0231
 TG0231.The dynamic height is computed by dividing the NAVD 88
 TG0231.geopotential number by the normal gravity value computed on the
 TG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0231.degrees latitude (g = 980.6199 gals.).
 TG0231
 TG0231.The modeled gravity was interpolated from observed gravity values.
 TG0231
 TG0231;                    North         East    Units  Estimated Accuracy
 TG0231;SPC ND N     -   212,070.      466,000.      MT  (+/- 180 meters Scaled)
 TG0231
 TG0231                          SUPERSEDED SURVEY CONTROL
 TG0231
 TG0231  NGVD 29 (??/??/92)  594.33   (m)         1949.9    (f) COMPUTED    2 0
 TG0231
 TG0231.Superseded values are not recommended for survey control.
 TG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0231.See file dsdata.txt to determine how the superseded data were derived.
 TG0231
 TG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ958190(NAD 83)
 TG0231_MARKER: DD = SURVEY DISK
 TG0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0231+STABILITY: SURFACE MOTION
 TG0231
 TG0231  HISTORY     - Date     Condition        Report By
 TG0231  HISTORY     - UNK      MONUMENTED       DOD
 TG0231  HISTORY     - 1963     GOOD             NGS
 TG0231
 TG0231                          STATION DESCRIPTION
 TG0231
 TG0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0231'3.25 MI E FROM FLAXTON.
 TG0231'ABOUT 0.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0231'AT FLAXTON, THENCE 2.75 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0231'HIGHWAY 5, THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 3,
 TG0231'T 162 N, R 90 W, 87 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 TG0231'SOUTHWEST OF A POWER POLE, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 TG0231'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TG0231'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0228 ***********************************************************************
 TG0228  DESIGNATION -  L 11 B 2
 TG0228  PID         -  TG0228
 TG0228  STATE/COUNTY-  ND/BURKE
 TG0228  USGS QUAD   -  NORTHGATE (1949)
 TG0228
 TG0228                         *CURRENT SURVEY CONTROL
 TG0228  ___________________________________________________________________
 TG0228* NAD 83(1986)-  48 53 27.     (N)    102 20 08.     (W)     SCALED    
 TG0228* NAVD 88     -       595.112  (meters)    1952.46   (feet)  ADJUSTED  
 TG0228  ___________________________________________________________________
 TG0228  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TG0228  DYNAMIC HT  -         595.242 (meters)    1952.89  (feet)  COMP
 TG0228  MODELED GRAV-     980,809.6   (mgal)                       NAVD 88
 TG0228
 TG0228  VERT ORDER  -  SECOND    CLASS 0
 TG0228
 TG0228.The horizontal coordinates were scaled from a topographic map and have
 TG0228.an estimated accuracy of +/- 6 seconds.
 TG0228
 TG0228.The orthometric height was determined by differential leveling
 TG0228.and adjusted by the National Geodetic Survey in June 1991..
 TG0228
 TG0228.The geoid height was determined by GEOID03.
 TG0228
 TG0228.The dynamic height is computed by dividing the NAVD 88
 TG0228.geopotential number by the normal gravity value computed on the
 TG0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0228.degrees latitude (g = 980.6199 gals.).
 TG0228
 TG0228.The modeled gravity was interpolated from observed gravity values.
 TG0228
 TG0228;                    North         East    Units  Estimated Accuracy
 TG0228;SPC ND N     -   211,840.      465,400.      MT  (+/- 180 meters Scaled)
 TG0228
 TG0228                          SUPERSEDED SURVEY CONTROL
 TG0228
 TG0228  NGVD 29 (??/??/92)  594.70   (m)         1951.1    (f) COMPUTED    2 0
 TG0228
 TG0228.Superseded values are not recommended for survey control.
 TG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0228.See file dsdata.txt to determine how the superseded data were derived.
 TG0228
 TG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ953187(NAD 83)
 TG0228_MARKER: DD = SURVEY DISK
 TG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0228+STABILITY: SURFACE MOTION
 TG0228
 TG0228  HISTORY     - Date     Condition        Report By
 TG0228  HISTORY     - UNK      MONUMENTED       DOD
 TG0228  HISTORY     - 1963     GOOD             NGS
 TG0228
 TG0228                          STATION DESCRIPTION
 TG0228
 TG0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0228'3.0 MI E FROM FLAXTON.
 TG0228'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0228'AT FLAXTON, THENCE 2.4 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0228'HIGHWAY 5, THENCE 0.2 MILE SOUTH ACROSS COUNTRY, AND THE TOP SURFACE
 TG0228'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TG0228'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0232 ***********************************************************************
 TG0232  DESIGNATION -  L 11 Z RM 1
 TG0232  PID         -  TG0232
 TG0232  STATE/COUNTY-  ND/BURKE
 TG0232  USGS QUAD   -  NORTHGATE (1949)
 TG0232
 TG0232                         *CURRENT SURVEY CONTROL
 TG0232  ___________________________________________________________________
 TG0232* NAD 83(1986)-  48 53 24.     (N)    102 19 40.     (W)     SCALED    
 TG0232* NAVD 88     -       593.697  (meters)    1947.82   (feet)  ADJUSTED  
 TG0232  ___________________________________________________________________
 TG0232  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 TG0232  DYNAMIC HT  -         593.827 (meters)    1948.25  (feet)  COMP
 TG0232  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 TG0232
 TG0232  VERT ORDER  -  SECOND    CLASS 0
 TG0232
 TG0232.The horizontal coordinates were scaled from a topographic map and have
 TG0232.an estimated accuracy of +/- 6 seconds.
 TG0232
 TG0232.The orthometric height was determined by differential leveling
 TG0232.and adjusted by the National Geodetic Survey in June 1991..
 TG0232
 TG0232.The geoid height was determined by GEOID03.
 TG0232
 TG0232.The dynamic height is computed by dividing the NAVD 88
 TG0232.geopotential number by the normal gravity value computed on the
 TG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0232.degrees latitude (g = 980.6199 gals.).
 TG0232
 TG0232.The modeled gravity was interpolated from observed gravity values.
 TG0232
 TG0232;                    North         East    Units  Estimated Accuracy
 TG0232;SPC ND N     -   211,740.      465,970.      MT  (+/- 180 meters Scaled)
 TG0232
 TG0232                          SUPERSEDED SURVEY CONTROL
 TG0232
 TG0232  NGVD 29 (??/??/92)  593.28   (m)         1946.5    (f) COMPUTED    2 0
 TG0232
 TG0232.Superseded values are not recommended for survey control.
 TG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0232.See file dsdata.txt to determine how the superseded data were derived.
 TG0232
 TG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ958186(NAD 83)
 TG0232_MARKER: DR = REFERENCE MARK DISK
 TG0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0232_STAMPING: L 11 Z NO 1963
 TG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0232+STABILITY: SURFACE MOTION
 TG0232
 TG0232  HISTORY     - Date     Condition        Report By
 TG0232  HISTORY     - 1963     MONUMENTED       CGS
 TG0232
 TG0232                          STATION DESCRIPTION
 TG0232
 TG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0232'3.45 MI E FROM FLAXTON.
 TG0232'ABOUT 0.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0232'AT FLAXTON, THENCE 2.75 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0232'HIGHWAY 5, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 3,
 TG0232'T 162 N, R 90 W, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 46.0
 TG0232'FEET NORTHEAST OF L 11 Z 1963, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TG0232'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 TG0232'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0234 ***********************************************************************
 TG0234  DESIGNATION -  L 11 Z RM 2
 TG0234  PID         -  TG0234
 TG0234  STATE/COUNTY-  ND/BURKE
 TG0234  USGS QUAD   -  NORTHGATE (1949)
 TG0234
 TG0234                         *CURRENT SURVEY CONTROL
 TG0234  ___________________________________________________________________
 TG0234* NAD 83(1986)-  48 53 24.     (N)    102 19 39.     (W)     SCALED    
 TG0234* NAVD 88     -       593.630  (meters)    1947.60   (feet)  ADJUSTED  
 TG0234  ___________________________________________________________________
 TG0234  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 TG0234  DYNAMIC HT  -         593.760 (meters)    1948.03  (feet)  COMP
 TG0234  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 TG0234
 TG0234  VERT ORDER  -  SECOND    CLASS 0
 TG0234
 TG0234.The horizontal coordinates were scaled from a topographic map and have
 TG0234.an estimated accuracy of +/- 6 seconds.
 TG0234
 TG0234.The orthometric height was determined by differential leveling
 TG0234.and adjusted by the National Geodetic Survey in June 1991..
 TG0234
 TG0234.The geoid height was determined by GEOID03.
 TG0234
 TG0234.The dynamic height is computed by dividing the NAVD 88
 TG0234.geopotential number by the normal gravity value computed on the
 TG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0234.degrees latitude (g = 980.6199 gals.).
 TG0234
 TG0234.The modeled gravity was interpolated from observed gravity values.
 TG0234
 TG0234;                    North         East    Units  Estimated Accuracy
 TG0234;SPC ND N     -   211,740.      465,990.      MT  (+/- 180 meters Scaled)
 TG0234
 TG0234                          SUPERSEDED SURVEY CONTROL
 TG0234
 TG0234  NGVD 29 (??/??/92)  593.22   (m)         1946.3    (f) COMPUTED    2 0
 TG0234
 TG0234.Superseded values are not recommended for survey control.
 TG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0234.See file dsdata.txt to determine how the superseded data were derived.
 TG0234
 TG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ958186(NAD 83)
 TG0234_MARKER: DR = REFERENCE MARK DISK
 TG0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0234_STAMPING: L 11 Z NO 2 1963
 TG0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0234+STABILITY: SURFACE MOTION
 TG0234
 TG0234  HISTORY     - Date     Condition        Report By
 TG0234  HISTORY     - 1963     MONUMENTED       CGS
 TG0234
 TG0234                          STATION DESCRIPTION
 TG0234
 TG0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0234'3.45 MI E FROM FLAXTON.
 TG0234'ABOUT 0.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0234'AT FLAXTON, THENCE 2.75 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0234'HIGHWAY 5, THENCE 0.3 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 3,
 TG0234'T 162 N, R 90 W, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 41.0
 TG0234'FEET SOUTHEAST OF L 11 Z 1963, AND SET IN THE TOP OF A CONCRETE POST
 TG0234'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0590 ***********************************************************************
 SL0590  DESIGNATION -  L 117
 SL0590  PID         -  SL0590
 SL0590  STATE/COUNTY-  ND/CASS
 SL0590  USGS QUAD   -  PAGE (1967)
 SL0590
 SL0590                         *CURRENT SURVEY CONTROL
 SL0590  ___________________________________________________________________
 SL0590* NAD 83(1986)-  47 10 27.     (N)    097 35 11.     (W)     SCALED    
 SL0590* NAVD 88     -       358.865  (meters)    1177.38   (feet)  ADJUSTED  
 SL0590  ___________________________________________________________________
 SL0590  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 SL0590  DYNAMIC HT  -         358.906 (meters)    1177.51  (feet)  COMP
 SL0590  MODELED GRAV-     980,716.1   (mgal)                       NAVD 88
 SL0590
 SL0590  VERT ORDER  -  SECOND    CLASS 0
 SL0590
 SL0590.The horizontal coordinates were scaled from a topographic map and have
 SL0590.an estimated accuracy of +/- 6 seconds.
 SL0590
 SL0590.The orthometric height was determined by differential leveling
 SL0590.and adjusted by the National Geodetic Survey in June 1991..
 SL0590
 SL0590.The geoid height was determined by GEOID03.
 SL0590
 SL0590.The dynamic height is computed by dividing the NAVD 88
 SL0590.geopotential number by the normal gravity value computed on the
 SL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0590.degrees latitude (g = 980.6199 gals.).
 SL0590
 SL0590.The modeled gravity was interpolated from observed gravity values.
 SL0590
 SL0590;                    North         East    Units  Estimated Accuracy
 SL0590;SPC ND S     -   171,670.      820,820.      MT  (+/- 180 meters Scaled)
 SL0590
 SL0590                          SUPERSEDED SURVEY CONTROL
 SL0590
 SL0590  NGVD 29 (??/??/92)  358.523  (m)         1176.25   (f) ADJ UNCH    2 0
 SL0590
 SL0590.Superseded values are not recommended for survey control.
 SL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0590.See file dsdata.txt to determine how the superseded data were derived.
 SL0590
 SL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT071254(NAD 83)
 SL0590_MARKER: DB = BENCH MARK DISK
 SL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0590_STAMPING: L 117 1934
 SL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0590+STABILITY: SURFACE MOTION
 SL0590
 SL0590  HISTORY     - Date     Condition        Report By
 SL0590  HISTORY     - 1934     MONUMENTED       CGS
 SL0590  HISTORY     - 1964     GOOD             NGS
 SL0590
 SL0590                          STATION DESCRIPTION
 SL0590
 SL0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0590'1.25 MI NW FROM PAGE.
 SL0590'1.25 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0590'AT PAGE, IN SECTION 25, R 55 W, T 143 N, AT THE CROSSING OF A PRIVATE
 SL0590'ROAD LEADING EAST TO A LARGE FARMHOUSE, 44 FEET NORTHEAST OF THE
 SL0590'NORTHEAST RAIL OF THE MAIN TRACK, 12 FEET SOUTHEAST OF THE CENTER LINE
 SL0590'OF PRIVATE ROAD, 53 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD
 SL0590'CROSSING TRACK, 198 FEET NORTHEAST OF AND ACROSS TRACK FROM THE CENTER
 SL0590'LINE OF STATE HIGHWAY 38, 41 FEET NORTHWEST OF MILEPOLE 27, 1 FOOT
 SL0590'SOUTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK
 SL0590'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0660 ***********************************************************************
 SM0660  DESIGNATION -  L 118
 SM0660  PID         -  SM0660
 SM0660  STATE/COUNTY-  ND/BENSON
 SM0660  USGS QUAD   -  WARWICK (1962)
 SM0660
 SM0660                         *CURRENT SURVEY CONTROL
 SM0660  ___________________________________________________________________
 SM0660* NAD 83(1986)-  47 51 00.     (N)    098 41 47.     (W)     SCALED    
 SM0660* NAVD 88     -       449.715  (meters)    1475.44   (feet)  ADJUSTED  
 SM0660  ___________________________________________________________________
 SM0660  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 SM0660  DYNAMIC HT  -         449.780 (meters)    1475.65  (feet)  COMP
 SM0660  MODELED GRAV-     980,741.2   (mgal)                       NAVD 88
 SM0660
 SM0660  VERT ORDER  -  SECOND    CLASS 0
 SM0660
 SM0660.The horizontal coordinates were scaled from a topographic map and have
 SM0660.an estimated accuracy of +/- 6 seconds.
 SM0660
 SM0660.The orthometric height was determined by differential leveling
 SM0660.and adjusted by the National Geodetic Survey in June 1991..
 SM0660
 SM0660.The geoid height was determined by GEOID03.
 SM0660
 SM0660.The dynamic height is computed by dividing the NAVD 88
 SM0660.geopotential number by the normal gravity value computed on the
 SM0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0660.degrees latitude (g = 980.6199 gals.).
 SM0660
 SM0660.The modeled gravity was interpolated from observed gravity values.
 SM0660
 SM0660;                    North         East    Units  Estimated Accuracy
 SM0660;SPC ND N     -    96,080.      734,970.      MT  (+/- 180 meters Scaled)
 SM0660
 SM0660                          SUPERSEDED SURVEY CONTROL
 SM0660
 SM0660  NGVD 29 (??/??/92)  449.359  (m)         1474.27   (f) ADJ UNCH    2 0
 SM0660
 SM0660.Superseded values are not recommended for survey control.
 SM0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0660.See file dsdata.txt to determine how the superseded data were derived.
 SM0660
 SM0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT227996(NAD 83)
 SM0660_MARKER: DB = BENCH MARK DISK
 SM0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0660_STAMPING: L-118 1934
 SM0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0660+STABILITY: SURFACE MOTION
 SM0660
 SM0660  HISTORY     - Date     Condition        Report By
 SM0660  HISTORY     - 1934     MONUMENTED       CGS
 SM0660
 SM0660                          STATION DESCRIPTION
 SM0660
 SM0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0660'0.6 MI E FROM WARWICK.
 SM0660'0.6 MILES EAST OF WARWICK, DEPOT.  ALONG THE GREAT NORTHERN RAILROAD,
 SM0660'AT MILEPOST NO. 103, SET IN CONCRETE POST 7 FEET WEST OF POLE, 37 FEET
 SM0660'NORTH OF THE CENTER LINE OF THE TRACK, AT TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0674 ***********************************************************************
 SM0674  DESIGNATION -  L 119 RESET
 SM0674  PID         -  SM0674
 SM0674  STATE/COUNTY-  ND/EDDY
 SM0674  USGS QUAD   -  HAMAR (1962)
 SM0674
 SM0674                         *CURRENT SURVEY CONTROL
 SM0674  ___________________________________________________________________
 SM0674* NAD 83(1986)-  47 46 15.     (N)    098 35 25.     (W)     SCALED    
 SM0674* NAVD 88     -       440.04   (+/-2cm)    1443.7    (feet)  VERTCON   
 SM0674  ___________________________________________________________________
 SM0674  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SM0674
 SM0674  VERT ORDER  -  THIRD (See Below)
 SM0674
 SM0674.The horizontal coordinates were scaled from a topographic map and have
 SM0674.an estimated accuracy of +/- 6 seconds.
 SM0674
 SM0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0674.The vertical order pertains to the NGVD 29 superseded value.
 SM0674
 SM0674.The geoid height was determined by GEOID03.
 SM0674
 SM0674;                    North         East    Units  Estimated Accuracy
 SM0674;SPC ND N     -    87,480.      743,120.      MT  (+/- 180 meters Scaled)
 SM0674
 SM0674                          SUPERSEDED SURVEY CONTROL
 SM0674
 SM0674  NGVD 29 (??/??/??)  439.68   (m)         1442.5    (f) RESET       3  
 SM0674
 SM0674.Superseded values are not recommended for survey control.
 SM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0674.See file dsdata.txt to determine how the superseded data were derived.
 SM0674
 SM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT306909(NAD 83)
 SM0674_MARKER: DB = BENCH MARK DISK
 SM0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0674_STAMPING: L 119 RESET 1961
 SM0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0674+STABILITY: SURFACE MOTION
 SM0674
 SM0674  HISTORY     - Date     Condition        Report By
 SM0674  HISTORY     - 1961     MONUMENTED       CGS
 SM0674  HISTORY     - 1963     GOOD             NGS
 SM0674
 SM0674                          STATION DESCRIPTION
 SM0674
 SM0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0674'5.25 MI S FROM HAMAR.
 SM0674'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0674'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0674'3.65 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 15, ABOUT 100 FEET
 SM0674'NORTHWEST OF A PIPE CULVERT, ABOUT 10 FEET WEST OF A FENCE AND SET IN
 SM0674'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0921 ***********************************************************************
 SM0921  DESIGNATION -  L 121
 SM0921  PID         -  SM0921
 SM0921  STATE/COUNTY-  ND/WELLS
 SM0921  USGS QUAD   -  HAMBERG (1986)
 SM0921
 SM0921                         *CURRENT SURVEY CONTROL
 SM0921  ___________________________________________________________________
 SM0921* NAD 83(1986)-  47 46 49.     (N)    099 35 48.     (W)     SCALED    
 SM0921* NAVD 88     -       472.487  (meters)    1550.15   (feet)  ADJUSTED  
 SM0921  ___________________________________________________________________
 SM0921  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SM0921  DYNAMIC HT  -         472.550 (meters)    1550.36  (feet)  COMP
 SM0921  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SM0921
 SM0921  VERT ORDER  -  SECOND    CLASS 0
 SM0921
 SM0921.The horizontal coordinates were scaled from a topographic map and have
 SM0921.an estimated accuracy of +/- 6 seconds.
 SM0921
 SM0921.The orthometric height was determined by differential leveling
 SM0921.and adjusted by the National Geodetic Survey in June 1991..
 SM0921
 SM0921.The geoid height was determined by GEOID03.
 SM0921
 SM0921.The dynamic height is computed by dividing the NAVD 88
 SM0921.geopotential number by the normal gravity value computed on the
 SM0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0921.degrees latitude (g = 980.6199 gals.).
 SM0921
 SM0921.The modeled gravity was interpolated from observed gravity values.
 SM0921
 SM0921;                    North         East    Units  Estimated Accuracy
 SM0921;SPC ND N     -    87,150.      667,690.      MT  (+/- 180 meters Scaled)
 SM0921
 SM0921                          SUPERSEDED SURVEY CONTROL
 SM0921
 SM0921  NGVD 29 (??/??/92)  472.104  (m)         1548.89   (f) ADJ UNCH    2 0
 SM0921
 SM0921.Superseded values are not recommended for survey control.
 SM0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0921.See file dsdata.txt to determine how the superseded data were derived.
 SM0921
 SM0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT553920(NAD 83)
 SM0921_MARKER: DB = BENCH MARK DISK
 SM0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0921_STAMPING: L 121 1934
 SM0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0921+STABILITY: SURFACE MOTION
 SM0921
 SM0921  HISTORY     - Date     Condition        Report By
 SM0921  HISTORY     - 1934     MONUMENTED       CGS
 SM0921  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0921
 SM0921                          STATION DESCRIPTION
 SM0921
 SM0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0921'2.4 MI E FROM HEIMDAL.
 SM0921'2.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0921'HEIMDAL, WELLS COUNTY, 2-1/2 POLES EAST OF MILEPOST 147, AT A ROAD
 SM0921'CROSSING, 57 FEET NORTH OF THE CENTERLINE OF THE TRACK, 15 FEET EAST
 SM0921'OF THE CENTERLINE OF THE ROAD, AND 2 FEET HIGHER THAN THE RAIL.  A
 SM0921'STANDARD DISK, STAMPED L 121 1934 AND SET IN THE TOP OF A CONCRETE
 SM0921'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0012 ***********************************************************************
 SN0012  DESIGNATION -  L 122
 SN0012  PID         -  SN0012
 SN0012  STATE/COUNTY-  ND/MCHENRY
 SN0012  USGS QUAD   -  DRAKE (1958)
 SN0012
 SN0012                         *CURRENT SURVEY CONTROL
 SN0012  ___________________________________________________________________
 SN0012* NAD 83(1986)-  47 58 07.     (N)    100 17 18.     (W)     SCALED    
 SN0012* NAVD 88     -       487.667  (meters)    1599.95   (feet)  ADJUSTED  
 SN0012  ___________________________________________________________________
 SN0012  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 SN0012  DYNAMIC HT  -         487.741 (meters)    1600.20  (feet)  COMP
 SN0012  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 SN0012
 SN0012  VERT ORDER  -  SECOND    CLASS 0
 SN0012
 SN0012.The horizontal coordinates were scaled from a topographic map and have
 SN0012.an estimated accuracy of +/- 6 seconds.
 SN0012
 SN0012.The orthometric height was determined by differential leveling
 SN0012.and adjusted by the National Geodetic Survey in June 1991..
 SN0012
 SN0012.The geoid height was determined by GEOID03.
 SN0012
 SN0012.The dynamic height is computed by dividing the NAVD 88
 SN0012.geopotential number by the normal gravity value computed on the
 SN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0012.degrees latitude (g = 980.6199 gals.).
 SN0012
 SN0012.The modeled gravity was interpolated from observed gravity values.
 SN0012
 SN0012;                    North         East    Units  Estimated Accuracy
 SN0012;SPC ND N     -   107,710.      615,800.      MT  (+/- 180 meters Scaled)
 SN0012
 SN0012                          SUPERSEDED SURVEY CONTROL
 SN0012
 SN0012  NGVD 29 (??/??/92)  487.292  (m)         1598.72   (f) ADJ UNCH    2 0
 SN0012
 SN0012.Superseded values are not recommended for survey control.
 SN0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0012.See file dsdata.txt to determine how the superseded data were derived.
 SN0012
 SN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU038136(NAD 83)
 SN0012_MARKER: DB = BENCH MARK DISK
 SN0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0012_SP_SET: FOUNDATION
 SN0012_STAMPING: L 122 1934
 SN0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0012
 SN0012  HISTORY     - Date     Condition        Report By
 SN0012  HISTORY     - 1934     MONUMENTED       CGS
 SN0012
 SN0012                          STATION DESCRIPTION
 SN0012
 SN0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SN0012'0.9 MI E FROM NORFOLK.
 SN0012'0.9 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0012'NORFOLK, MCHENRY COUNTY, 3-1/2 POLES WEST OF MILEPOST 192, 660 FEET
 SN0012'EAST OF THE CROSSING OF THE SOO LINE RAILROAD, AT SEMAPHORE 4361, IN
 SN0012'THE CONCRETE FOUNDATION, 1 FOOT LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1080 ***********************************************************************
 TF1080  DESIGNATION -  L 123
 TF1080  PID         -  TF1080
 TF1080  STATE/COUNTY-  ND/WARD
 TF1080  USGS QUAD   -  SAWYER NE (1979)
 TF1080
 TF1080                         *CURRENT SURVEY CONTROL
 TF1080  ___________________________________________________________________
 TF1080* NAD 83(1986)-  48 12 55.     (N)    101 04 05.     (W)     SCALED    
 TF1080* NAVD 88     -       488.633  (meters)    1603.12   (feet)  ADJUSTED  
 TF1080  ___________________________________________________________________
 TF1080  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF1080  DYNAMIC HT  -         488.722 (meters)    1603.42  (feet)  COMP
 TF1080  MODELED GRAV-     980,778.2   (mgal)                       NAVD 88
 TF1080
 TF1080  VERT ORDER  -  SECOND    CLASS 0
 TF1080
 TF1080.The horizontal coordinates were scaled from a topographic map and have
 TF1080.an estimated accuracy of +/- 6 seconds.
 TF1080
 TF1080.The orthometric height was determined by differential leveling
 TF1080.and adjusted by the National Geodetic Survey in June 1991..
 TF1080
 TF1080.The geoid height was determined by GEOID03.
 TF1080
 TF1080.The dynamic height is computed by dividing the NAVD 88
 TF1080.geopotential number by the normal gravity value computed on the
 TF1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1080.degrees latitude (g = 980.6199 gals.).
 TF1080
 TF1080.The modeled gravity was interpolated from observed gravity values.
 TF1080
 TF1080;                    North         East    Units  Estimated Accuracy
 TF1080;SPC ND N     -   135,270.      557,790.      MT  (+/- 180 meters Scaled)
 TF1080
 TF1080                          SUPERSEDED SURVEY CONTROL
 TF1080
 TF1080  NGVD 29 (??/??/92)  488.261  (m)         1601.90   (f) ADJ UNCH    2 0
 TF1080
 TF1080.Superseded values are not recommended for survey control.
 TF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1080.See file dsdata.txt to determine how the superseded data were derived.
 TF1080
 TF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU463422(NAD 83)
 TF1080_MARKER: DB = BENCH MARK DISK
 TF1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1080_STAMPING: L 123 1934
 TF1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1080+STABILITY: SURFACE MOTION
 TF1080
 TF1080  HISTORY     - Date     Condition        Report By
 TF1080  HISTORY     - 1934     MONUMENTED       CGS
 TF1080  HISTORY     - 1962     GOOD             NGS
 TF1080
 TF1080                          STATION DESCRIPTION
 TF1080
 TF1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1080'4 MI SE FROM SURREY.
 TF1080'4.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TF1080'AT SURREY, ABOUT 0.5 MILE WEST OF A GRAVELED ROAD CROSSING AT MILEPOST
 TF1080'222, 38.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 25.7 FEET
 TF1080'EAST-NORTHEAST OF THE MILEPOLE, 10 FEET SOUTHEAST OF A TELEGRAPH POLE,
 TF1080'ABOUT 2 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 TF1080'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0903 ***********************************************************************
 SM0903  DESIGNATION -  L 125
 SM0903  PID         -  SM0903
 SM0903  STATE/COUNTY-  ND/KIDDER
 SM0903  USGS QUAD   -  PETTIBONE (1986)
 SM0903
 SM0903                         *CURRENT SURVEY CONTROL
 SM0903  ___________________________________________________________________
 SM0903* NAD 83(1986)-  47 06 58.     (N)    099 31 15.     (W)     SCALED    
 SM0903* NAVD 88     -       560.773  (meters)    1839.80   (feet)  ADJUSTED  
 SM0903  ___________________________________________________________________
 SM0903  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 SM0903  DYNAMIC HT  -         560.801 (meters)    1839.89  (feet)  COMP
 SM0903  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 SM0903
 SM0903  VERT ORDER  -  SECOND    CLASS 0
 SM0903
 SM0903.The horizontal coordinates were scaled from a topographic map and have
 SM0903.an estimated accuracy of +/- 6 seconds.
 SM0903
 SM0903.The orthometric height was determined by differential leveling
 SM0903.and adjusted by the National Geodetic Survey in June 1991..
 SM0903
 SM0903.The geoid height was determined by GEOID03.
 SM0903
 SM0903.The dynamic height is computed by dividing the NAVD 88
 SM0903.geopotential number by the normal gravity value computed on the
 SM0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0903.degrees latitude (g = 980.6199 gals.).
 SM0903
 SM0903.The modeled gravity was interpolated from observed gravity values.
 SM0903
 SM0903;                    North         East    Units  Estimated Accuracy
 SM0903;SPC ND S     -   161,580.      674,300.      MT  (+/- 180 meters Scaled)
 SM0903
 SM0903                          SUPERSEDED SURVEY CONTROL
 SM0903
 SM0903  NGVD 29 (??/??/92)  560.361  (m)         1838.45   (f) ADJ UNCH    2 0
 SM0903
 SM0903.Superseded values are not recommended for survey control.
 SM0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0903.See file dsdata.txt to determine how the superseded data were derived.
 SM0903
 SM0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT604181(NAD 83)
 SM0903_MARKER: DB = BENCH MARK DISK
 SM0903_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SM0903+WITH SETTING: PAVEMENT
 SM0903_SP_SET: CONCRETE FOUNDATION
 SM0903_STAMPING: L 125 1934
 SM0903_MARK LOGO: CGS   
 SM0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0903
 SM0903  HISTORY     - Date     Condition        Report By
 SM0903  HISTORY     - 1934     MONUMENTED       CGS
 SM0903  HISTORY     - 1957     GOOD             NGS
 SM0903  HISTORY     - 1983     GOOD             LOCSUR
 SM0903  HISTORY     - 19990611 GOOD             NGS
 SM0903
 SM0903                          STATION DESCRIPTION
 SM0903
 SM0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SM0903'IN PETTIBONE.
 SM0903'AT PETTIBONE, KIDDER COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT
 SM0903'230 FEET WEST OF THE STATION, AT THE SOUTH SIDE OF THE WATER TANK, IN
 SM0903'THE CENTER OF THE EAST CONCRETE FOUNDATION, AND ABOUT LEVEL WITH THE
 SM0903'TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 125 1934.  NOTE-- THE
 SM0903'WATER TANK IS GONE BUT THE CONCRETE FOUNDATION REMAINS.  THE MARK IS
 SM0903'4.5 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE FOUNDATION.
 SM0903
 SM0903                          STATION RECOVERY (1983)
 SM0903
 SM0903'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SM0903'RECOVERED IN GOOD CONDITION.
 SM0903
 SM0903                          STATION RECOVERY (1999)
 SM0903
 SM0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WRW)
 SM0903'THIS MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0094 ***********************************************************************
 SN0094  DESIGNATION -  L 126
 SN0094  PID         -  SN0094
 SN0094  STATE/COUNTY-  ND/BURLEIGH
 SN0094  USGS QUAD   -  CANFIELD LAKE (1979)
 SN0094
 SN0094                         *CURRENT SURVEY CONTROL
 SN0094  ___________________________________________________________________
 SN0094* NAD 83(1986)-  47 09 43.     (N)    100 24 40.     (W)     SCALED    
 SN0094* NAVD 88     -       623.816  (meters)    2046.64   (feet)  ADJUSTED  
 SN0094  ___________________________________________________________________
 SN0094  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 SN0094  DYNAMIC HT  -         623.836 (meters)    2046.70  (feet)  COMP
 SN0094  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 SN0094
 SN0094  VERT ORDER  -  SECOND    CLASS 0
 SN0094
 SN0094.The horizontal coordinates were scaled from a topographic map and have
 SN0094.an estimated accuracy of +/- 6 seconds.
 SN0094
 SN0094.The orthometric height was determined by differential leveling
 SN0094.and adjusted by the National Geodetic Survey in June 1991..
 SN0094
 SN0094.The geoid height was determined by GEOID03.
 SN0094
 SN0094.The dynamic height is computed by dividing the NAVD 88
 SN0094.geopotential number by the normal gravity value computed on the
 SN0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0094.degrees latitude (g = 980.6199 gals.).
 SN0094
 SN0094.The modeled gravity was interpolated from observed gravity values.
 SN0094
 SN0094;                    North         East    Units  Estimated Accuracy
 SN0094;SPC ND S     -   166,220.      606,740.      MT  (+/- 180 meters Scaled)
 SN0094
 SN0094                          SUPERSEDED SURVEY CONTROL
 SN0094
 SN0094  NGVD 29 (??/??/92)  623.387  (m)         2045.23   (f) ADJ UNCH    2 0
 SN0094
 SN0094.Superseded values are not recommended for survey control.
 SN0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0094.See file dsdata.txt to determine how the superseded data were derived.
 SN0094
 SN0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT930241(NAD 83)
 SN0094_MARKER: DB = BENCH MARK DISK
 SN0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0094_STAMPING: L 126 1934
 SN0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0094+STABILITY: SURFACE MOTION
 SN0094
 SN0094  HISTORY     - Date     Condition        Report By
 SN0094  HISTORY     - 1934     MONUMENTED       CGS
 SN0094  HISTORY     - 1957     GOOD             NGS
 SN0094
 SN0094                          STATION DESCRIPTION
 SN0094
 SN0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0094'5.7 MI E FROM REGAN.
 SN0094'5.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0094'REGAN, BURLEIGH COUNTY, 62 FEET SOUTHEAST OF MILEPOST 75, 6 FEET WEST
 SN0094'OF THE SECOND POLE WEST OF A PUBLIC-ROAD CROSSING, 42 FEET SOUTH OF
 SN0094'THE CENTERLINE OF THE TRACK, 8 FEET NORTH OF A FENCE, 3 FEET HIGHER
 SN0094'THAN THE RAIL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0244 ***********************************************************************
 RR0244  DESIGNATION -  L 127
 RR0244  PID         -  RR0244
 RR0244  STATE/COUNTY-  ND/MORTON
 RR0244  USGS QUAD   -  SCHMIDT (1976)
 RR0244
 RR0244                         *CURRENT SURVEY CONTROL
 RR0244  ___________________________________________________________________
 RR0244* NAD 83(1986)-  46 43 21.     (N)    100 49 35.     (W)     SCALED    
 RR0244* NAVD 88     -       505.535  (meters)    1658.58   (feet)  ADJUSTED  
 RR0244  ___________________________________________________________________
 RR0244  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0244  DYNAMIC HT  -         505.540 (meters)    1658.59  (feet)  COMP
 RR0244  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RR0244
 RR0244  VERT ORDER  -  SECOND    CLASS 0
 RR0244
 RR0244.The horizontal coordinates were scaled from a topographic map and have
 RR0244.an estimated accuracy of +/- 6 seconds.
 RR0244
 RR0244.The orthometric height was determined by differential leveling
 RR0244.and adjusted by the National Geodetic Survey in June 1991..
 RR0244
 RR0244.The geoid height was determined by GEOID03.
 RR0244
 RR0244.The dynamic height is computed by dividing the NAVD 88
 RR0244.geopotential number by the normal gravity value computed on the
 RR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0244.degrees latitude (g = 980.6199 gals.).
 RR0244
 RR0244.The modeled gravity was interpolated from observed gravity values.
 RR0244
 RR0244;                    North         East    Units  Estimated Accuracy
 RR0244;SPC ND S     -   117,410.      575,050.      MT  (+/- 180 meters Scaled)
 RR0244
 RR0244                          SUPERSEDED SURVEY CONTROL
 RR0244
 RR0244  NGVD 29 (??/??/92)  505.113  (m)         1657.19   (f) ADJ UNCH    2 0
 RR0244
 RR0244.Superseded values are not recommended for survey control.
 RR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0244.See file dsdata.txt to determine how the superseded data were derived.
 RR0244
 RR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS604759(NAD 83)
 RR0244_MARKER: DB = BENCH MARK DISK
 RR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0244_STAMPING: L-127 1934
 RR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0244+STABILITY: SURFACE MOTION
 RR0244
 RR0244  HISTORY     - Date     Condition        Report By
 RR0244  HISTORY     - 1934     MONUMENTED       CGS
 RR0244  HISTORY     - 1956     GOOD             NGS
 RR0244
 RR0244                          STATION DESCRIPTION
 RR0244
 RR0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0244'4.0 MI N FROM SCHMIDT.
 RR0244'4.0 MILES NORTH OF DEPOT AT ALONG THE NORTHERN PACIFIC RAILROAD, 8
 RR0244'POLES NORTH OF MILEPOLE NO. 8.  SET IN CONCRETE POST, 11 FEET NORTH OF
 RR0244'POLE, 33 FEET WEST OF CENTERLINE OF TRACK AND 1.5 FEET BELOW TOP OF
 RR0244'RAIL.
 RR0244
 RR0244                          STATION RECOVERY (1956)
 RR0244
 RR0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0125 ***********************************************************************
 RR0125  DESIGNATION -  L 128 RESET
 RR0125  PID         -  RR0125
 RR0125  STATE/COUNTY-  ND/SIOUX
 RR0125  USGS QUAD   -  CANNON BALL SW (1968)
 RR0125
 RR0125                         *CURRENT SURVEY CONTROL
 RR0125  ___________________________________________________________________
 RR0125* NAD 83(1986)-  46 21 24.     (N)    100 37 52.     (W)     SCALED    
 RR0125* NAVD 88     -       548.95   (+/-2cm)    1801.0    (feet)  VERTCON   
 RR0125  ___________________________________________________________________
 RR0125  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RR0125
 RR0125  VERT ORDER  -  THIRD (See Below)
 RR0125
 RR0125.The horizontal coordinates were scaled from a topographic map and have
 RR0125.an estimated accuracy of +/- 6 seconds.
 RR0125
 RR0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0125.The vertical order pertains to the NGVD 29 superseded value.
 RR0125
 RR0125.The geoid height was determined by GEOID03.
 RR0125
 RR0125;                    North         East    Units  Estimated Accuracy
 RR0125;SPC ND S     -    76,710.      589,910.      MT  (+/- 180 meters Scaled)
 RR0125
 RR0125                          SUPERSEDED SURVEY CONTROL
 RR0125
 RR0125  NGVD 29 (11/04/04)  548.55   (m)         1799.7    (f) RESET       3  
 RR0125
 RR0125.Superseded values are not recommended for survey control.
 RR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0125.See file dsdata.txt to determine how the superseded data were derived.
 RR0125
 RR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS745349(NAD 83)
 RR0125_MARKER: DB = BENCH MARK DISK
 RR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0125_STAMPING: L 128 RESET 1965
 RR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0125+STABILITY: SURFACE MOTION
 RR0125
 RR0125  HISTORY     - Date     Condition        Report By
 RR0125  HISTORY     - 1965     MONUMENTED       CGS
 RR0125  HISTORY     - 1968     GOOD             USGS
 RR0125
 RR0125                          STATION DESCRIPTION
 RR0125
 RR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RR0125'5.4 MI SW FROM CANNON BALL.
 RR0125'5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0125'RAILWAY STATION AT CANNON BALL, AT THE JUNCTION WITH A ROAD LEADING
 RR0125'WEST, 100 FEET WEST OF THE CENTER OF STATE HIGHWAY 24, 77 FEET SOUTH
 RR0125'OF THE ROAD LEADING WEST, 20 FEET NORTH OF A POWER POLE, 1 FOOT NORTH
 RR0125'OF A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE CONCRETE
 RR0125'MONUMENT WHICH PROJECTS 1 INCH.  NOTE-- A TEMPORARY HUB WAS PUT IN BY
 RR0125'THE HIGHWAY DEPARTMENT, K 128 RESET WAS ESTABLISHED FROM THAT POINT.
 RR0125'NOTE-- USE WITH CAUTION.
 RR0125
 RR0125                          STATION RECOVERY (1968)
 RR0125
 RR0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RR0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0176 ***********************************************************************
 RR0176  DESIGNATION -  L 129
 RR0176  PID         -  RR0176
 RR0176  STATE/COUNTY-  ND/SIOUX
 RR0176  USGS QUAD   -  SELFRIDGE (1971)
 RR0176
 RR0176                         *CURRENT SURVEY CONTROL
 RR0176  ___________________________________________________________________
 RR0176* NAD 83(1986)-  46 01 40.     (N)    100 55 04.     (W)     SCALED    
 RR0176* NAVD 88     -       659.670  (meters)    2164.27   (feet)  ADJUSTED  
 RR0176  ___________________________________________________________________
 RR0176  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RR0176  DYNAMIC HT  -         659.622 (meters)    2164.11  (feet)  COMP
 RR0176  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 RR0176
 RR0176  VERT ORDER  -  SECOND    CLASS 0
 RR0176
 RR0176.The horizontal coordinates were scaled from a topographic map and have
 RR0176.an estimated accuracy of +/- 6 seconds.
 RR0176
 RR0176.The orthometric height was determined by differential leveling
 RR0176.and adjusted by the National Geodetic Survey in June 1991..
 RR0176
 RR0176.The geoid height was determined by GEOID03.
 RR0176
 RR0176.The dynamic height is computed by dividing the NAVD 88
 RR0176.geopotential number by the normal gravity value computed on the
 RR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0176.degrees latitude (g = 980.6199 gals.).
 RR0176
 RR0176.The modeled gravity was interpolated from observed gravity values.
 RR0176
 RR0176;                    North         East    Units  Estimated Accuracy
 RR0176;SPC ND S     -    40,230.      567,650.      MT  (+/- 180 meters Scaled)
 RR0176
 RR0176                          SUPERSEDED SURVEY CONTROL
 RR0176
 RR0176  NGVD 29 (??/??/92)  659.247  (m)         2162.88   (f) ADJ UNCH    2 0
 RR0176
 RR0176.Superseded values are not recommended for survey control.
 RR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0176.See file dsdata.txt to determine how the superseded data were derived.
 RR0176
 RR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR515989(NAD 83)
 RR0176_MARKER: DB = BENCH MARK DISK
 RR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0176_STAMPING: L 129 1934
 RR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0176+STABILITY: SURFACE MOTION
 RR0176
 RR0176  HISTORY     - Date     Condition        Report By
 RR0176  HISTORY     - 1934     MONUMENTED       CGS
 RR0176  HISTORY     - 1956     GOOD             NGS
 RR0176
 RR0176                          STATION DESCRIPTION
 RR0176
 RR0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0176'1.0 MI SE FROM SELFRIDGE.
 RR0176'1.0 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE ST. PAUL AND PACIFIC
 RR0176'RAILROAD FROM THE STATION AT SELFRIDGE, SIOUX COUNTY, ABOUT 10 POLES
 RR0176'NORTHWEST OF MILEPOST 16, AT BRIDGE AA 516, 45 FEET NORTHEAST OF THE
 RR0176'CENTER OF A ROAD CROSSING, 2 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 RR0176'JUNCTION, NEAR A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER
 RR0176'THAN THE TRACK.  A STANDARD DISK, STAMPED L 129 1934 AND SET IN THE
 RR0176'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1073 ***********************************************************************
 TF1073  DESIGNATION -  L 13 RESET
 TF1073  PID         -  TF1073
 TF1073  STATE/COUNTY-  ND/WARD
 TF1073  USGS QUAD   -  MINOT (1979)
 TF1073
 TF1073                         *CURRENT SURVEY CONTROL
 TF1073  ___________________________________________________________________
 TF1073* NAD 83(1986)-  48 12 45.     (N)    101 17 45.     (W)     SCALED    
 TF1073* NAVD 88     -       530.11   (+/-2cm)    1739.2    (feet)  VERTCON   
 TF1073  ___________________________________________________________________
 TF1073  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TF1073
 TF1073  VERT ORDER  -  THIRD (See Below)
 TF1073
 TF1073.The horizontal coordinates were scaled from a topographic map and have
 TF1073.an estimated accuracy of +/- 6 seconds.
 TF1073
 TF1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1073.The vertical order pertains to the NGVD 29 superseded value.
 TF1073
 TF1073.The geoid height was determined by GEOID03.
 TF1073
 TF1073;                    North         East    Units  Estimated Accuracy
 TF1073;SPC ND N     -   135,110.      540,860.      MT  (+/- 180 meters Scaled)
 TF1073
 TF1073                          SUPERSEDED SURVEY CONTROL
 TF1073
 TF1073  NGVD 29 (11/04/04)  529.74   (m)         1738.0    (f) RESET       3  
 TF1073
 TF1073.Superseded values are not recommended for survey control.
 TF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1073.See file dsdata.txt to determine how the superseded data were derived.
 TF1073
 TF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU294424(NAD 83)
 TF1073_MARKER: DD = SURVEY DISK
 TF1073_SETTING: 0 = UNSPECIFIED SETTING
 TF1073_STAMPING: L 13 1927 RESET 1956
 TF1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1073
 TF1073  HISTORY     - Date     Condition        Report By
 TF1073  HISTORY     - 1956     MONUMENTED       DOD
 TF1073  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF1073
 TF1073                          STATION DESCRIPTION
 TF1073
 TF1073'DESCRIBED BY US DEPARTMENT OF DEFENSE 1956
 TF1073'IN MINOT.
 TF1073'AT MINOT, ON U.S. HIGHWAY 83, IN SW 1/4 SECTION 25, T 155 N, R 83 W,
 TF1073'IN A SINGLE ROW OF TREES, 140 FEET EAST OF THE CENTERLINE OF THE
 TF1073'HIGHWAY, AND 34 FEET SOUTH OF THE CENTERLINE OF NINETEENTH AVENUE
 TF1073'SOUTHWEST.
 TF1073
 TF1073                          STATION RECOVERY (1982)
 TF1073
 TF1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1073'THERE IS NOW A SHOPPING CENTER AND MOTEL AT THIS LOCATION AND THE MARK
 TF1073'WAS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0101 ***********************************************************************
 RS0101  DESIGNATION -  L 14
 RS0101  PID         -  RS0101
 RS0101  STATE/COUNTY-  ND/STARK
 RS0101  USGS QUAD   -  LEHIGH (1959)
 RS0101
 RS0101                         *CURRENT SURVEY CONTROL
 RS0101  ___________________________________________________________________
 RS0101* NAD 83(1986)-  46 52 21.     (N)    102 44 19.     (W)     SCALED    
 RS0101* NAVD 88     -       728.951  (meters)    2391.57   (feet)  ADJUSTED  
 RS0101  ___________________________________________________________________
 RS0101  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 RS0101  DYNAMIC HT  -         728.952 (meters)    2391.57  (feet)  COMP
 RS0101  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 RS0101
 RS0101  VERT ORDER  -  FIRST     CLASS II
 RS0101
 RS0101.The horizontal coordinates were scaled from a topographic map and have
 RS0101.an estimated accuracy of +/- 6 seconds.
 RS0101
 RS0101.The orthometric height was determined by differential leveling
 RS0101.and adjusted by the National Geodetic Survey in June 1991..
 RS0101
 RS0101.The geoid height was determined by GEOID03.
 RS0101
 RS0101.The dynamic height is computed by dividing the NAVD 88
 RS0101.geopotential number by the normal gravity value computed on the
 RS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0101.degrees latitude (g = 980.6199 gals.).
 RS0101
 RS0101.The modeled gravity was interpolated from observed gravity values.
 RS0101
 RS0101;                    North         East    Units  Estimated Accuracy
 RS0101;SPC ND S     -   136,470.      429,370.      MT  (+/- 180 meters Scaled)
 RS0101
 RS0101                          SUPERSEDED SURVEY CONTROL
 RS0101
 RS0101  NGVD 29 (??/??/92)  728.419  (m)         2389.82   (f) ADJ UNCH    1 2
 RS0101
 RS0101.Superseded values are not recommended for survey control.
 RS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0101.See file dsdata.txt to determine how the superseded data were derived.
 RS0101
 RS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM723934(NAD 83)
 RS0101_MARKER: DB = BENCH MARK DISK
 RS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0101_STAMPING: L 14 1931 2389.821
 RS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0101+STABILITY: SURFACE MOTION
 RS0101
 RS0101  HISTORY     - Date     Condition        Report By
 RS0101  HISTORY     - 1931     MONUMENTED       CGS
 RS0101  HISTORY     - 1934     GOOD             NGS
 RS0101
 RS0101                          STATION DESCRIPTION
 RS0101
 RS0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0101'2.5 MI E FROM DICKINSON.
 RS0101'2.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM DICKINSON,
 RS0101'STARK COUNTY, 1/4 MILE WEST OF MILEPOST 107, 64 FEET NORTHEAST OF THE
 RS0101'NORTH RAIL, AND 3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  A
 RS0101'STANDARD DISK, STAMPED 2389.821 L 14 1931 AND SET IN THE TOP OF A
 RS0101'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0408 ***********************************************************************
 RR0408  DESIGNATION -  L 15
 RR0408  PID         -  RR0408
 RR0408  STATE/COUNTY-  ND/MORTON
 RR0408  USGS QUAD   -  ALMONT WEST (1980)
 RR0408
 RR0408                         *CURRENT SURVEY CONTROL
 RR0408  ___________________________________________________________________
 RR0408* NAD 83(1986)-  46 44 55.     (N)    101 32 39.     (W)     SCALED    
 RR0408* NAVD 88     -       591.116  (meters)    1939.35   (feet)  ADJUSTED  
 RR0408  ___________________________________________________________________
 RR0408  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 RR0408  DYNAMIC HT  -         591.111 (meters)    1939.34  (feet)  COMP
 RR0408  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 RR0408
 RR0408  VERT ORDER  -  FIRST     CLASS II
 RR0408
 RR0408.The horizontal coordinates were scaled from a topographic map and have
 RR0408.an estimated accuracy of +/- 6 seconds.
 RR0408
 RR0408.The orthometric height was determined by differential leveling
 RR0408.and adjusted by the National Geodetic Survey in June 1991..
 RR0408
 RR0408.The geoid height was determined by GEOID03.
 RR0408
 RR0408.The dynamic height is computed by dividing the NAVD 88
 RR0408.geopotential number by the normal gravity value computed on the
 RR0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0408.degrees latitude (g = 980.6199 gals.).
 RR0408
 RR0408.The modeled gravity was interpolated from observed gravity values.
 RR0408
 RR0408;                    North         East    Units  Estimated Accuracy
 RR0408;SPC ND S     -   120,800.      520,220.      MT  (+/- 180 meters Scaled)
 RR0408
 RR0408                          SUPERSEDED SURVEY CONTROL
 RR0408
 RR0408  NGVD 29 (??/??/92)  590.681  (m)         1937.93   (f) ADJ UNCH    1 2
 RR0408
 RR0408.Superseded values are not recommended for survey control.
 RR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0408.See file dsdata.txt to determine how the superseded data were derived.
 RR0408
 RR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS056803(NAD 83)
 RR0408_MARKER: DB = BENCH MARK DISK
 RR0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0408_SP_SET: ABUTMENT
 RR0408_STAMPING: 1937.926 L 15 1931
 RR0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0408
 RR0408  HISTORY     - Date     Condition        Report By
 RR0408  HISTORY     - 1931     MONUMENTED       CGS
 RR0408  HISTORY     - 1956     GOOD             NGS
 RR0408
 RR0408                          STATION DESCRIPTION
 RR0408
 RR0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0408'2.5 MI W FROM ALMONT.
 RR0408'LOCATED 2000 FEET WEST OF MILE POST NO. 42 ON THE NORTHERN PACIFIC
 RR0408'RAILWAY, IN THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE NO. 42.
 RR0408'NOTE-- THE RAILROAD AND THE RAILROAD BRIDGE ARE GONE BUT THE ABUTMENT
 RR0408'IN WHICH THE MARK IS LOCATED REMAINS AND IS STILL SOLID.  THIS
 RR0408'ABUTMENT IS 0.1 MILE WEST OF A POINT WHERE A ROAD CROSSES THE OLD
 RR0408'RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0384 ***********************************************************************
 RQ0384  DESIGNATION -  L 16
 RQ0384  PID         -  RQ0384
 RQ0384  STATE/COUNTY-  ND/KIDDER
 RQ0384  USGS QUAD   -  STEELE (1975)
 RQ0384
 RQ0384                         *CURRENT SURVEY CONTROL
 RQ0384  ___________________________________________________________________
 RQ0384* NAD 83(1986)-  46 51 14.     (N)    099 54 56.     (W)     SCALED    
 RQ0384* NAVD 88     -       568.784  (meters)    1866.09   (feet)  ADJUSTED  
 RQ0384  ___________________________________________________________________
 RQ0384  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 RQ0384  DYNAMIC HT  -         568.797 (meters)    1866.13  (feet)  COMP
 RQ0384  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 RQ0384
 RQ0384  VERT ORDER  -  FIRST     CLASS II
 RQ0384
 RQ0384.The horizontal coordinates were scaled from a topographic map and have
 RQ0384.an estimated accuracy of +/- 6 seconds.
 RQ0384
 RQ0384.The orthometric height was determined by differential leveling
 RQ0384.and adjusted by the National Geodetic Survey in June 1991..
 RQ0384.WARNING-Repeat measurements at this control monument indicate possible
 RQ0384.vertical movement.
 RQ0384
 RQ0384.The geoid height was determined by GEOID03.
 RQ0384
 RQ0384.The dynamic height is computed by dividing the NAVD 88
 RQ0384.geopotential number by the normal gravity value computed on the
 RQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0384.degrees latitude (g = 980.6199 gals.).
 RQ0384
 RQ0384.The modeled gravity was interpolated from observed gravity values.
 RQ0384
 RQ0384;                    North         East    Units  Estimated Accuracy
 RQ0384;SPC ND S     -   132,130.      644,570.      MT  (+/- 180 meters Scaled)
 RQ0384
 RQ0384                          SUPERSEDED SURVEY CONTROL
 RQ0384
 RQ0384  NGVD 29 (??/??/92)  568.369  (m)         1864.72   (f) ADJ UNCH    1 2
 RQ0384
 RQ0384.Superseded values are not recommended for survey control.
 RQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0384.See file dsdata.txt to determine how the superseded data were derived.
 RQ0384
 RQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS302893(NAD 83)
 RQ0384_MARKER: DB = BENCH MARK DISK
 RQ0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0384_SP_SET: WALL
 RQ0384_STAMPING: 1864.724 L 16 1931
 RQ0384_MARK LOGO: CGS   
 RQ0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RQ0384+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 RQ0384
 RQ0384  HISTORY     - Date     Condition        Report By
 RQ0384  HISTORY     - 1931     MONUMENTED       CGS
 RQ0384  HISTORY     - 1957     GOOD             NGS
 RQ0384  HISTORY     - 1982     GOOD             NGS
 RQ0384  HISTORY     - 20010823 GOOD             NDWC
 RQ0384
 RQ0384                          STATION DESCRIPTION
 RQ0384
 RQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0384'IN STEELE.
 RQ0384'AT STEELE, KIDDER COUNTY, AT THE COUNTY COURTHOUSE, IN THE SOUTH WALL,
 RQ0384'JUST EAST OF THE MAIN ENTRANCE, AND ABOUT 5 FEET ABOVE THE GROUND. A
 RQ0384'STANDARD DISK, STAMPED 1864.724 L 16 1931 AND SET VERTICALLY.
 RQ0384
 RQ0384                          STATION RECOVERY (1982)
 RQ0384
 RQ0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0384'RECOVERED IN GOOD CONDITION.
 RQ0384
 RQ0384                          STATION RECOVERY (2001)
 RQ0384
 RQ0384'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 RQ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0653 ***********************************************************************
 SM0653  DESIGNATION -  L 17
 SM0653  PID         -  SM0653
 SM0653  STATE/COUNTY-  ND/STUTSMAN
 SM0653  USGS QUAD   -  BUCHANAN (1990)
 SM0653
 SM0653                         *CURRENT SURVEY CONTROL
 SM0653  ___________________________________________________________________
 SM0653* NAD 83(1986)-  47 01 22.     (N)    098 47 30.     (W)     SCALED    
 SM0653* NAVD 88     -       470.793  (meters)    1544.59   (feet)  ADJUSTED  
 SM0653  ___________________________________________________________________
 SM0653  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 SM0653  DYNAMIC HT  -         470.817 (meters)    1544.67  (feet)  COMP
 SM0653  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 SM0653
 SM0653  VERT ORDER  -  FIRST     CLASS II
 SM0653
 SM0653.The horizontal coordinates were scaled from a topographic map and have
 SM0653.an estimated accuracy of +/- 6 seconds.
 SM0653
 SM0653.The orthometric height was determined by differential leveling
 SM0653.and adjusted by the National Geodetic Survey in June 1991..
 SM0653
 SM0653.The geoid height was determined by GEOID03.
 SM0653
 SM0653.The dynamic height is computed by dividing the NAVD 88
 SM0653.geopotential number by the normal gravity value computed on the
 SM0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0653.degrees latitude (g = 980.6199 gals.).
 SM0653
 SM0653.The modeled gravity was interpolated from observed gravity values.
 SM0653
 SM0653;                    North         East    Units  Estimated Accuracy
 SM0653;SPC ND S     -   152,150.      729,860.      MT  (+/- 180 meters Scaled)
 SM0653
 SM0653                          SUPERSEDED SURVEY CONTROL
 SM0653
 SM0653  NGVD 29 (??/??/92)  470.399  (m)         1543.30   (f) ADJ UNCH    1 2
 SM0653
 SM0653.Superseded values are not recommended for survey control.
 SM0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0653.See file dsdata.txt to determine how the superseded data were derived.
 SM0653
 SM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT158077(NAD 83)
 SM0653_MARKER: DB = BENCH MARK DISK
 SM0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0653_STAMPING: L 17 1931
 SM0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0653+STABILITY: SURFACE MOTION
 SM0653
 SM0653  HISTORY     - Date     Condition        Report By
 SM0653  HISTORY     - 1931     MONUMENTED       CGS
 SM0653  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0653
 SM0653                          STATION DESCRIPTION
 SM0653
 SM0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0653'3.25 MI S FROM BUCHANAN.
 SM0653'ABOUT 3-1/4 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM
 SM0653'BUCHANAN, 96 FEET SOUTHWEST OF MILEPOST 9, 100 FEET NORTHWEST OF A
 SM0653'DIRT ROAD CROSSING, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 SM0653'AND ABOUT 48 FEET NORTH OF THE CENTERLINE OF THE ROAD.  NOTE-- THE
 SM0653'EASTWEST ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0132 ***********************************************************************
 TF0132  DESIGNATION -  L 170
 TF0132  PID         -  TF0132
 TF0132  STATE/COUNTY-  ND/BOTTINEAU
 TF0132  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF0132
 TF0132                         *CURRENT SURVEY CONTROL
 TF0132  ___________________________________________________________________
 TF0132* NAD 83(1986)-  48 58 45.     (N)    100 13 32.     (W)     SCALED    
 TF0132* NAVD 88     -       685.790  (meters)    2249.96   (feet)  ADJUSTED  
 TF0132  ___________________________________________________________________
 TF0132  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0132  DYNAMIC HT  -         685.951 (meters)    2250.49  (feet)  COMP
 TF0132  MODELED GRAV-     980,821.1   (mgal)                       NAVD 88
 TF0132
 TF0132  VERT ORDER  -  SECOND    CLASS 0
 TF0132
 TF0132.The horizontal coordinates were scaled from a topographic map and have
 TF0132.an estimated accuracy of +/- 6 seconds.
 TF0132
 TF0132.The orthometric height was determined by differential leveling
 TF0132.and adjusted by the National Geodetic Survey in June 1991..
 TF0132
 TF0132.The geoid height was determined by GEOID03.
 TF0132
 TF0132.The dynamic height is computed by dividing the NAVD 88
 TF0132.geopotential number by the normal gravity value computed on the
 TF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0132.degrees latitude (g = 980.6199 gals.).
 TF0132
 TF0132.The modeled gravity was interpolated from observed gravity values.
 TF0132
 TF0132;                    North         East    Units  Estimated Accuracy
 TF0132;SPC ND N     -   220,100.      620,090.      MT  (+/- 180 meters Scaled)
 TF0132
 TF0132                          SUPERSEDED SURVEY CONTROL
 TF0132
 TF0132  NGVD 29 (??/??/92)  685.387  (m)         2248.64   (f) ADJ UNCH    2 0
 TF0132
 TF0132.Superseded values are not recommended for survey control.
 TF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0132.See file dsdata.txt to determine how the superseded data were derived.
 TF0132
 TF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV103258(NAD 83)
 TF0132_MARKER: DB = BENCH MARK DISK
 TF0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0132_STAMPING: L 170 1935
 TF0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0132+STABILITY: SURFACE MOTION
 TF0132
 TF0132  HISTORY     - Date     Condition        Report By
 TF0132  HISTORY     - 1935     MONUMENTED       CGS
 TF0132  HISTORY     - 1968     POOR             USGS
 TF0132
 TF0132                          STATION DESCRIPTION
 TF0132
 TF0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0132'5.5 MI E FROM METIGOSHE PARK.
 TF0132'5.5 MILES EAST ALONG THE WILLOW LAKE ROAD FROM THE M. WOODS HOUSE AT
 TF0132'METIGOSHE PARK, BOTTINEAU COUNTY, 0.8 MILE EAST OF THE JUNCTION OF A
 TF0132'NORTH-AND-SOUTH ROAD, 90 YARDS EAST OF THE CORNER OF SECTIONS 2, 3, 34
 TF0132'AND 35, T. 163 N., R. 74 W., T. 164 N., R 74 W., 100 FEET EAST OF THE
 TF0132'TOP OF A SMALL KNOLL AND 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 TF0132'A STANDARD DISK, STAMPED L 170 1935 AND SET IN THE TOP OF A CONCRETE
 TF0132'DISK.  NOTE-- MARK IS LOOSE.
 TF0132
 TF0132                          STATION RECOVERY (1968)
 TF0132
 TF0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TF0132'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0107 ***********************************************************************
 TF0107  DESIGNATION -  L 171
 TF0107  PID         -  TF0107
 TF0107  STATE/COUNTY-  ND/ROLETTE
 TF0107  USGS QUAD   -  LORDS LAKE (1955)
 TF0107
 TF0107                         *CURRENT SURVEY CONTROL
 TF0107  ___________________________________________________________________
 TF0107* NAD 83(1986)-  48 49 14.     (N)    100 10 58.     (W)     SCALED    
 TF0107* NAVD 88     -       530.634  (meters)    1740.92   (feet)  ADJUSTED  
 TF0107  ___________________________________________________________________
 TF0107  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TF0107  DYNAMIC HT  -         530.763 (meters)    1741.34  (feet)  COMP
 TF0107  MODELED GRAV-     980,836.2   (mgal)                       NAVD 88
 TF0107
 TF0107  VERT ORDER  -  SECOND    CLASS 0
 TF0107
 TF0107.The horizontal coordinates were scaled from a topographic map and have
 TF0107.an estimated accuracy of +/- 6 seconds.
 TF0107
 TF0107.The orthometric height was determined by differential leveling
 TF0107.and adjusted by the National Geodetic Survey in June 1991..
 TF0107.WARNING-Repeat measurements at this control monument indicate possible
 TF0107.vertical movement.
 TF0107
 TF0107.The geoid height was determined by GEOID03.
 TF0107
 TF0107.The dynamic height is computed by dividing the NAVD 88
 TF0107.geopotential number by the normal gravity value computed on the
 TF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0107.degrees latitude (g = 980.6199 gals.).
 TF0107
 TF0107.The modeled gravity was interpolated from observed gravity values.
 TF0107
 TF0107;                    North         East    Units  Estimated Accuracy
 TF0107;SPC ND N     -   202,470.      623,300.      MT  (+/- 180 meters Scaled)
 TF0107
 TF0107                          SUPERSEDED SURVEY CONTROL
 TF0107
 TF0107  NGVD 29 (??/??/92)  530.252  (m)         1739.67   (f) ADJ UNCH    2 0
 TF0107
 TF0107.Superseded values are not recommended for survey control.
 TF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0107.See file dsdata.txt to determine how the superseded data were derived.
 TF0107
 TF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV131081(NAD 83)
 TF0107_MARKER: DB = BENCH MARK DISK
 TF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0107_STAMPING: L 171 1935
 TF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0107+STABILITY: SURFACE MOTION
 TF0107
 TF0107  HISTORY     - Date     Condition        Report By
 TF0107  HISTORY     - 1935     MONUMENTED       CGS
 TF0107  HISTORY     - 1940     GOOD             NGS
 TF0107
 TF0107                          STATION DESCRIPTION
 TF0107
 TF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0107'6.0 MI W FROM DUNSEITH.
 TF0107'6.0 MILES WEST ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TF0107'STATION AT DUNSEITH, ROLETTE COUNTY, 81 FEET NORTHEAST OF THE CORNER
 TF0107'COMMON TO SECTIONS 25, 30, 31 AND 36, T. 162 N., R. 73 AND 74 W., AT
 TF0107'THE BOTTINEAU-ROLETTE COUNTY LINE, 70 FEET NORTH OF THE CENTERLINE OF
 TF0107'THE HIGHWAY, 33.5 FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE
 TF0107'PROPERTY-LINE FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST. A
 TF0107'STANDARD DISK, STAMPED L 171 1935 AND SET IN THE TOP OF A CONCRETE
 TF0107'POST.  NOTE-- WITNESS POST REMOVED.  LINE IS NOW 1 MILE N OF HWY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1514 ***********************************************************************
 TE1514  DESIGNATION -  L 172
 TE1514  PID         -  TE1514
 TE1514  STATE/COUNTY-  ND/ROLETTE
 TE1514  USGS QUAD   -  LAKE UPSILON SE (1968)
 TE1514
 TE1514                         *CURRENT SURVEY CONTROL
 TE1514  ___________________________________________________________________
 TE1514* NAD 83(1986)-  48 46 36.     (N)    099 50 02.     (W)     SCALED    
 TE1514* NAVD 88     -       535.694  (meters)    1757.52   (feet)  POSTED    
 TE1514  ___________________________________________________________________
 TE1514  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TE1514  DYNAMIC HT  -         535.820 (meters)    1757.94  (feet)  COMP
 TE1514  MODELED GRAV-     980,829.8   (mgal)                       NAVD 88
 TE1514
 TE1514  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1514
 TE1514.The horizontal coordinates were scaled from a topographic map and have
 TE1514.an estimated accuracy of +/- 6 seconds.
 TE1514
 TE1514.The orthometric height was determined by differential leveling
 TE1514.and adjusted by the National Geodetic Survey in 1992..
 TE1514.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1514.rate of 0.0 thru 1.0 mm/km.
 TE1514
 TE1514.The geoid height was determined by GEOID03.
 TE1514
 TE1514.The dynamic height is computed by dividing the NAVD 88
 TE1514.geopotential number by the normal gravity value computed on the
 TE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1514.degrees latitude (g = 980.6199 gals.).
 TE1514
 TE1514.The modeled gravity was interpolated from observed gravity values.
 TE1514
 TE1514;                    North         East    Units  Estimated Accuracy
 TE1514;SPC ND N     -   197,750.      648,960.      MT  (+/- 180 meters Scaled)
 TE1514
 TE1514                          SUPERSEDED SURVEY CONTROL
 TE1514
 TE1514  NGVD 29 (??/??/92)  535.310  (m)         1756.26   (f) ADJ UNCH    2 0
 TE1514
 TE1514.Superseded values are not recommended for survey control.
 TE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1514.See file dsdata.txt to determine how the superseded data were derived.
 TE1514
 TE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV387029(NAD 83)
 TE1514_MARKER: DB = BENCH MARK DISK
 TE1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1514_STAMPING: L-172 1935
 TE1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1514+STABILITY: SURFACE MOTION
 TE1514
 TE1514  HISTORY     - Date     Condition        Report By
 TE1514  HISTORY     - 1935     MONUMENTED       CGS
 TE1514  HISTORY     - 1966     MARK NOT FOUND   USGS
 TE1514
 TE1514                          STATION DESCRIPTION
 TE1514
 TE1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1514'8.6 MI SW FROM BELCOURT.
 TE1514'4.6 MILES SOUTH AND 4 MILES WEST OF, ALONG EAST-WEST SECTION ROAD,
 TE1514'FROM TURTLE MT. INDIAN SCHOOL ABOUT 400 FEET SOUTHWEST OF PETE
 TE1514'CHNATSKYS FARM HOUSE.  70 FEET SOUTH OF SECTION CORNER COMMON TO
 TE1514'SECTIONS 10, 11, 14 AND 15 OF T 161 N, R 71 W.  49.5 FEET SOUTH OF
 TE1514'FENCE CORNER.  30 FEET WEST OF NORTH-SOUTH ROAD CENTERLINE.  AT A
 TE1514'FIELD GATE.  1 FT. EAST OF PROPERTY-LINE FENCE.  TABLET SET IN PRECAST
 TE1514'CONCRETE POST.
 TE1514
 TE1514                          STATION RECOVERY (1966)
 TE1514
 TE1514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 TE1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0052 ***********************************************************************
 TF0052  DESIGNATION -  L 174
 TF0052  PID         -  TF0052
 TF0052  STATE/COUNTY-  ND/PIERCE
 TF0052  USGS QUAD   -  BARTON (1980)
 TF0052
 TF0052                         *CURRENT SURVEY CONTROL
 TF0052  ___________________________________________________________________
 TF0052* NAD 83(1986)-  48 31 47.     (N)    100 08 45.     (W)     SCALED    
 TF0052* NAVD 88     -       460.529  (meters)    1510.92   (feet)  ADJUSTED  
 TF0052  ___________________________________________________________________
 TF0052  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0052  DYNAMIC HT  -         460.634 (meters)    1511.26  (feet)  COMP
 TF0052  MODELED GRAV-     980,823.1   (mgal)                       NAVD 88
 TF0052
 TF0052  VERT ORDER  -  SECOND    CLASS 0
 TF0052
 TF0052.The horizontal coordinates were scaled from a topographic map and have
 TF0052.an estimated accuracy of +/- 6 seconds.
 TF0052
 TF0052.The orthometric height was determined by differential leveling
 TF0052.and adjusted by the National Geodetic Survey in June 1991..
 TF0052
 TF0052.The geoid height was determined by GEOID03.
 TF0052
 TF0052.The dynamic height is computed by dividing the NAVD 88
 TF0052.geopotential number by the normal gravity value computed on the
 TF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0052.degrees latitude (g = 980.6199 gals.).
 TF0052
 TF0052.The modeled gravity was interpolated from observed gravity values.
 TF0052
 TF0052;                    North         East    Units  Estimated Accuracy
 TF0052;SPC ND N     -   170,140.      626,160.      MT  (+/- 180 meters Scaled)
 TF0052
 TF0052                          SUPERSEDED SURVEY CONTROL
 TF0052
 TF0052  NGVD 29 (??/??/92)  460.157  (m)         1509.70   (f) ADJ UNCH    2 0
 TF0052
 TF0052.Superseded values are not recommended for survey control.
 TF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0052.See file dsdata.txt to determine how the superseded data were derived.
 TF0052
 TF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU154758(NAD 83)
 TF0052_MARKER: DB = BENCH MARK DISK
 TF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0052_STAMPING: L 174 1935
 TF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0052+STABILITY: SURFACE MOTION
 TF0052
 TF0052  HISTORY     - Date     Condition        Report By
 TF0052  HISTORY     - 1935     MONUMENTED       CGS
 TF0052
 TF0052                          STATION DESCRIPTION
 TF0052
 TF0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0052'1.2 MI E FROM BARTON.
 TF0052'1.2 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE GREAT
 TF0052'NORTHERN RAILWAY AT BARTON, PIERCE COUNTY, 2.0 MILES NORTH ALONG A
 TF0052'TOWNSHIP ROAD, 1.0 MILE SOUTH OF THE PIERCE-BOTTINEAU-ROLETTE COUNTY
 TF0052'LINE, 150 FEET SOUTH OF THE CORNER OF SECTIONS 6, 7, 1 AND 12, T. 158
 TF0052'N., RS. 73 AND 74 W., 32 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 TF0052'1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED L 174 1935 AND SET
 TF0052'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1500 ***********************************************************************
 TE1500  DESIGNATION -  L 176
 TE1500  PID         -  TE1500
 TE1500  STATE/COUNTY-  ND/TOWNER
 TE1500  USGS QUAD   -  ROLLA NE (1969)
 TE1500
 TE1500                         *CURRENT SURVEY CONTROL
 TE1500  ___________________________________________________________________
 TE1500* NAD 83(1986)-  48 58 07.     (N)    099 31 41.     (W)     SCALED    
 TE1500* NAVD 88     -       536.055  (meters)    1758.71   (feet)  ADJUSTED  
 TE1500  ___________________________________________________________________
 TE1500  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 TE1500  DYNAMIC HT  -         536.192 (meters)    1759.16  (feet)  COMP
 TE1500  MODELED GRAV-     980,847.4   (mgal)                       NAVD 88
 TE1500
 TE1500  VERT ORDER  -  SECOND    CLASS 0
 TE1500
 TE1500.The horizontal coordinates were scaled from a topographic map and have
 TE1500.an estimated accuracy of +/- 6 seconds.
 TE1500
 TE1500.The orthometric height was determined by differential leveling
 TE1500.and adjusted by the National Geodetic Survey in June 1991..
 TE1500
 TE1500.The geoid height was determined by GEOID03.
 TE1500
 TE1500.The dynamic height is computed by dividing the NAVD 88
 TE1500.geopotential number by the normal gravity value computed on the
 TE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1500.degrees latitude (g = 980.6199 gals.).
 TE1500
 TE1500.The modeled gravity was interpolated from observed gravity values.
 TE1500
 TE1500;                    North         East    Units  Estimated Accuracy
 TE1500;SPC ND N     -   219,340.      671,170.      MT  (+/- 180 meters Scaled)
 TE1500
 TE1500                          SUPERSEDED SURVEY CONTROL
 TE1500
 TE1500  NGVD 29 (??/??/92)  535.636  (m)         1757.33   (f) ADJ UNCH    2 0
 TE1500
 TE1500.Superseded values are not recommended for survey control.
 TE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1500.See file dsdata.txt to determine how the superseded data were derived.
 TE1500
 TE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV613241(NAD 83)
 TE1500_MARKER: DB = BENCH MARK DISK
 TE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1500_STAMPING: L-176 1935
 TE1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1500+STABILITY: SURFACE MOTION
 TE1500
 TE1500  HISTORY     - Date     Condition        Report By
 TE1500  HISTORY     - 1935     MONUMENTED       CGS
 TE1500  HISTORY     - 1968     GOOD             USGS
 TE1500
 TE1500                          STATION DESCRIPTION
 TE1500
 TE1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1500'12.1 MI NE FROM ROLLA.
 TE1500'4 MILES EAST AND 8.1 MILES NORTH OF, FROM RAILROAD STATION 48.5 FEET
 TE1500'SOUTHEAST OF NW CORNER OF SW 1/4 OF SEC. 6, T 163 N, R 68 W.  36.1
 TE1500'FEET SOUTH OF EAST-WEST FENCE LINE.  26 FEET EAST OF ROAD CENTERLINE.
 TE1500'1 FT. WEST OF PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE
 TE1500'POST.
 TE1500
 TE1500                          STATION RECOVERY (1968)
 TE1500
 TE1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0454 ***********************************************************************
 RP0454  DESIGNATION -  L 18
 RP0454  PID         -  RP0454
 RP0454  STATE/COUNTY-  ND/CASS
 RP0454  USGS QUAD   -  ABSARAKA (1967)
 RP0454
 RP0454                         *CURRENT SURVEY CONTROL
 RP0454  ___________________________________________________________________
 RP0454* NAD 83(1986)-  46 54 41.     (N)    097 24 38.     (W)     SCALED    
 RP0454* NAVD 88     -       322.822  (meters)    1059.13   (feet)  POSTED    
 RP0454  ___________________________________________________________________
 RP0454  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 RP0454  DYNAMIC HT  -         322.850 (meters)    1059.22  (feet)  COMP
 RP0454  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RP0454
 RP0454  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RP0454
 RP0454.The horizontal coordinates were scaled from a topographic map and have
 RP0454.an estimated accuracy of +/- 6 seconds.
 RP0454
 RP0454.The orthometric height was determined by differential leveling
 RP0454.and adjusted by the National Geodetic Survey in 1992..
 RP0454.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RP0454.rate of 3.1 thru 4.0 mm/km.
 RP0454
 RP0454.The geoid height was determined by GEOID03.
 RP0454
 RP0454.The dynamic height is computed by dividing the NAVD 88
 RP0454.geopotential number by the normal gravity value computed on the
 RP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0454.degrees latitude (g = 980.6199 gals.).
 RP0454
 RP0454.The modeled gravity was interpolated from observed gravity values.
 RP0454
 RP0454;                    North         East    Units  Estimated Accuracy
 RP0454;SPC ND S     -   142,990.      835,280.      MT  (+/- 180 meters Scaled)
 RP0454
 RP0454                          SUPERSEDED SURVEY CONTROL
 RP0454
 RP0454  NGVD 29 (??/??/92)  322.491  (m)         1058.04   (f) ADJ UNCH    1 2
 RP0454
 RP0454.Superseded values are not recommended for survey control.
 RP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0454.See file dsdata.txt to determine how the superseded data were derived.
 RP0454
 RP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS210965(NAD 83)
 RP0454_MARKER: DB = BENCH MARK DISK
 RP0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0454_STAMPING: 1058.039 L 18 1931
 RP0454_MARK LOGO: CGS   
 RP0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0454+STABILITY: SURFACE MOTION
 RP0454
 RP0454  HISTORY     - Date     Condition        Report By
 RP0454  HISTORY     - 1931     MONUMENTED       CGS
 RP0454  HISTORY     - 1963     GOOD             NGS
 RP0454  HISTORY     - 1982     GOOD             NGS
 RP0454
 RP0454                          STATION DESCRIPTION
 RP0454
 RP0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0454'2.75 MI W FROM WHEATLAND.
 RP0454'2-3/4 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM WHEATLAND,
 RP0454'CASS COUNTY, 1 MILE EAST OF THE STATION AT MAGNOLIA, NEAR THE WEST
 RP0454'SIDE OF SECTION 30, T. 140 N., R. 53 W., AT A ROAD CROSSING, 51 FEET
 RP0454'NORTH OF THE NORTH RAIL, AND 14 FEET WEST OF THE THIRD POLE WEST OF
 RP0454'THE ROAD.  A STANDARD DISK, STAMPED 1058.039 L 18 1931 AND SET IN THE
 RP0454'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.  NOTE-- IT IS
 RP0454'NEAR THE CENTER OF THE EAST SIDE OF SECTION 30 RATHER THAN WEST SIDE
 RP0454'AS ORIGINALLY DESCRIBED.
 RP0454
 RP0454                          STATION RECOVERY (1982)
 RP0454
 RP0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0454'RECOVERED THIS DATE.  NOTE, 8.5 METERS (28.0 FT) WEST OF A POWERLINE
 RP0454'POLE AND 0.30 METERS (1.0 FT) NORTHEAST OF A WITNESS POST.  MAIN LEVEL
 RP0454'LINE WAS REROUTED, NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0675 ***********************************************************************
 TD0675  DESIGNATION -  L 181
 TD0675  PID         -  TD0675
 TD0675  STATE/COUNTY-  ND/PEMBINA
 TD0675  USGS QUAD   -  NECHE (1964)
 TD0675
 TD0675                         *CURRENT SURVEY CONTROL
 TD0675  ___________________________________________________________________
 TD0675* NAD 83(1986)-  48 58 40.     (N)    097 33 24.     (W)     SCALED    
 TD0675* NAVD 88     -       252.718  (meters)     829.13   (feet)  ADJUSTED  
 TD0675  ___________________________________________________________________
 TD0675  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 TD0675  DYNAMIC HT  -         252.796 (meters)     829.38  (feet)  COMP
 TD0675  MODELED GRAV-     980,911.8   (mgal)                       NAVD 88
 TD0675
 TD0675  VERT ORDER  -  SECOND    CLASS 0
 TD0675
 TD0675.The horizontal coordinates were scaled from a topographic map and have
 TD0675.an estimated accuracy of +/- 6 seconds.
 TD0675
 TD0675.The orthometric height was determined by differential leveling
 TD0675.and adjusted by the National Geodetic Survey in June 1991..
 TD0675
 TD0675.The geoid height was determined by GEOID03.
 TD0675
 TD0675.The dynamic height is computed by dividing the NAVD 88
 TD0675.geopotential number by the normal gravity value computed on the
 TD0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0675.degrees latitude (g = 980.6199 gals.).
 TD0675
 TD0675.The modeled gravity was interpolated from observed gravity values.
 TD0675
 TD0675;                    North         East    Units  Estimated Accuracy
 TD0675;SPC ND N     -   224,020.      815,430.      MT  (+/- 180 meters Scaled)
 TD0675
 TD0675                          SUPERSEDED SURVEY CONTROL
 TD0675
 TD0675  NGVD 29 (??/??/92)  252.33   (m)          827.9    (f) COMPUTED    2 0
 TD0675
 TD0675.Superseded values are not recommended for survey control.
 TD0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0675.See file dsdata.txt to determine how the superseded data were derived.
 TD0675
 TD0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV056259(NAD 83)
 TD0675_MARKER: DB = BENCH MARK DISK
 TD0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0675_STAMPING: L-181 1935
 TD0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0675+STABILITY: SURFACE MOTION
 TD0675
 TD0675  HISTORY     - Date     Condition        Report By
 TD0675  HISTORY     - 1935     MONUMENTED       CGS
 TD0675
 TD0675                          STATION DESCRIPTION
 TD0675
 TD0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0675'IN NECHE.
 TD0675'AT NECHE, AT POINT WHERE STATE HIGHWAY NO. 18 TURNS TO NORTHEAST TO GO
 TD0675'THRU TOWN.  S. W. CORNER SEC. 31, T 164 N, R 53 W.  32.5 FEET EAST OF
 TD0675'CENTERLINE OF NORTH-SOUTH ROAD.  30 FEET NORTH OF CENTERLINE OF
 TD0675'EAST-WEST ROAD.  5.4 FEET EAST OF TELEPHONE POLE.  4.3 FEET EAST OF
 TD0675'SOUTHWEST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0315 ***********************************************************************
 TD0315  DESIGNATION -  L 183
 TD0315  PID         -  TD0315
 TD0315  STATE/COUNTY-  ND/PEMBINA
 TD0315  USGS QUAD   -  BATHGATE (1971)
 TD0315
 TD0315                         *CURRENT SURVEY CONTROL
 TD0315  ___________________________________________________________________
 TD0315* NAD 83(1986)-  48 56 54.     (N)    097 24 11.     (W)     SCALED    
 TD0315* NAVD 88     -       244.715  (meters)     802.87   (feet)  ADJUSTED  
 TD0315  ___________________________________________________________________
 TD0315  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 TD0315  DYNAMIC HT  -         244.788 (meters)     803.11  (feet)  COMP
 TD0315  MODELED GRAV-     980,901.5   (mgal)                       NAVD 88
 TD0315
 TD0315  VERT ORDER  -  SECOND    CLASS 0
 TD0315
 TD0315.The horizontal coordinates were scaled from a topographic map and have
 TD0315.an estimated accuracy of +/- 6 seconds.
 TD0315
 TD0315.The orthometric height was determined by differential leveling
 TD0315.and adjusted by the National Geodetic Survey in June 1991..
 TD0315
 TD0315.The geoid height was determined by GEOID03.
 TD0315
 TD0315.The dynamic height is computed by dividing the NAVD 88
 TD0315.geopotential number by the normal gravity value computed on the
 TD0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0315.degrees latitude (g = 980.6199 gals.).
 TD0315
 TD0315.The modeled gravity was interpolated from observed gravity values.
 TD0315
 TD0315;                    North         East    Units  Estimated Accuracy
 TD0315;SPC ND N     -   221,190.      826,790.      MT  (+/- 180 meters Scaled)
 TD0315
 TD0315                          SUPERSEDED SURVEY CONTROL
 TD0315
 TD0315  NGVD 29 (??/??/92)  244.311  (m)          801.54   (f) ADJ UNCH    2 0
 TD0315
 TD0315.Superseded values are not recommended for survey control.
 TD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0315.See file dsdata.txt to determine how the superseded data were derived.
 TD0315
 TD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV169229(NAD 83)
 TD0315_MARKER: DB = BENCH MARK DISK
 TD0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0315_STAMPING: L-183 1935
 TD0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0315+STABILITY: SURFACE MOTION
 TD0315
 TD0315  HISTORY     - Date     Condition        Report By
 TD0315  HISTORY     - 1935     MONUMENTED       CGS
 TD0315  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0315
 TD0315                          STATION DESCRIPTION
 TD0315
 TD0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0315'1.0 MI N FROM NECHE.
 TD0315'1.0 MILE NORTH OF G. N. RR. STATION ALONG STATE HIGHWAY NO. 18, THENCE
 TD0315'8.0 MILES EAST, THENCE 2.0 MILES SOUTH, THENCE 1.0 MILE WEST, THENCE
 TD0315'1.0 MILE SOUTH ALONG SECTION ROADS.  S. W. CORNER SEC. 8, T 163, R 52
 TD0315'W.  42 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  26.4 FEET EAST OF
 TD0315'CENTERLINE OF NORTH-SOUTH ROAD.  26.4 FEET EAST OF CENTERLINE OF
 TD0315'NORTH-SOUTH ROAD.  7 FEET NORTH OF SOUTHWEST CORNER OF FENCE. TABLET
 TD0315'SET IN PRECAST CONCRETE POST.
 TD0315
 TD0315                          STATION RECOVERY (1970)
 TD0315
 TD0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0680 ***********************************************************************
 TD0680  DESIGNATION -  L 184
 TD0680  PID         -  TD0680
 TD0680  STATE/COUNTY-  ND/PEMBINA
 TD0680  USGS QUAD   -  LEROY (1979)
 TD0680
 TD0680                         *CURRENT SURVEY CONTROL
 TD0680  ___________________________________________________________________
 TD0680* NAD 83(1986)-  48 55 13.     (N)    097 45 10.     (W)     SCALED    
 TD0680* NAVD 88     -       273.963  (meters)     898.83   (feet)  ADJUSTED  
 TD0680  ___________________________________________________________________
 TD0680  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 TD0680  DYNAMIC HT  -         274.043 (meters)     899.09  (feet)  COMP
 TD0680  MODELED GRAV-     980,894.0   (mgal)                       NAVD 88
 TD0680
 TD0680  VERT ORDER  -  SECOND    CLASS 0
 TD0680
 TD0680.The horizontal coordinates were scaled from a topographic map and have
 TD0680.an estimated accuracy of +/- 6 seconds.
 TD0680
 TD0680.The orthometric height was determined by differential leveling
 TD0680.and adjusted by the National Geodetic Survey in June 1991..
 TD0680
 TD0680.The geoid height was determined by GEOID03.
 TD0680
 TD0680.The dynamic height is computed by dividing the NAVD 88
 TD0680.geopotential number by the normal gravity value computed on the
 TD0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0680.degrees latitude (g = 980.6199 gals.).
 TD0680
 TD0680.The modeled gravity was interpolated from observed gravity values.
 TD0680
 TD0680;                    North         East    Units  Estimated Accuracy
 TD0680;SPC ND N     -   217,100.      801,310.      MT  (+/- 180 meters Scaled)
 TD0680
 TD0680                          SUPERSEDED SURVEY CONTROL
 TD0680
 TD0680  NGVD 29 (??/??/92)  273.579  (m)          897.57   (f) ADJ UNCH    2 0
 TD0680
 TD0680.Superseded values are not recommended for survey control.
 TD0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0680.See file dsdata.txt to determine how the superseded data were derived.
 TD0680
 TD0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV913193(NAD 83)
 TD0680_MARKER: DB = BENCH MARK DISK
 TD0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0680_STAMPING: L-184 1935
 TD0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0680+STABILITY: SURFACE MOTION
 TD0680
 TD0680  HISTORY     - Date     Condition        Report By
 TD0680  HISTORY     - 1935     MONUMENTED       CGS
 TD0680  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0680
 TD0680                          STATION DESCRIPTION
 TD0680
 TD0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0680'1.0 MI S FROM LEROY.
 TD0680'1.0 MILE SOUTH ALONG SECTION ROAD FROM STEEL HIGHWAY BRIDGE OVER
 TD0680'PEMBINA RIVER ABOUT .8 MILE NORTH OF LEROY S. E. CORNER OF SECTION 21,
 TD0680'T 163 N, R 55 W.  42 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD. 26
 TD0680'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  13.4 FEET WEST OF
 TD0680'SOUTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 TD0680
 TD0680                          STATION RECOVERY (1964)
 TD0680
 TD0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0923 ***********************************************************************
 TE0923  DESIGNATION -  L 185
 TE0923  PID         -  TE0923
 TE0923  STATE/COUNTY-  ND/CAVALIER
 TE0923  USGS QUAD   -  HANNAH SE (1970)
 TE0923
 TE0923                         *CURRENT SURVEY CONTROL
 TE0923  ___________________________________________________________________
 TE0923* NAD 83(1986)-  48 45 40.     (N)    098 33 45.     (W)     SCALED    
 TE0923* NAVD 88     -       479.147  (meters)    1572.00   (feet)  ADJUSTED  
 TE0923  ___________________________________________________________________
 TE0923  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE0923  DYNAMIC HT  -         479.258 (meters)    1572.37  (feet)  COMP
 TE0923  MODELED GRAV-     980,826.2   (mgal)                       NAVD 88
 TE0923
 TE0923  VERT ORDER  -  SECOND    CLASS 0
 TE0923
 TE0923.The horizontal coordinates were scaled from a topographic map and have
 TE0923.an estimated accuracy of +/- 6 seconds.
 TE0923
 TE0923.The orthometric height was determined by differential leveling
 TE0923.and adjusted by the National Geodetic Survey in June 1991..
 TE0923
 TE0923.The geoid height was determined by GEOID03.
 TE0923
 TE0923.The dynamic height is computed by dividing the NAVD 88
 TE0923.geopotential number by the normal gravity value computed on the
 TE0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0923.degrees latitude (g = 980.6199 gals.).
 TE0923
 TE0923.The modeled gravity was interpolated from observed gravity values.
 TE0923
 TE0923;                    North         East    Units  Estimated Accuracy
 TE0923;SPC ND N     -   197,600.      742,430.      MT  (+/- 180 meters Scaled)
 TE0923
 TE0923                          SUPERSEDED SURVEY CONTROL
 TE0923
 TE0923  NGVD 29 (??/??/92)  478.751  (m)         1570.70   (f) ADJ UNCH    2 0
 TE0923
 TE0923.Superseded values are not recommended for survey control.
 TE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0923.See file dsdata.txt to determine how the superseded data were derived.
 TE0923
 TE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV321009(NAD 83)
 TE0923_MARKER: DB = BENCH MARK DISK
 TE0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0923_STAMPING: L-185 1935
 TE0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0923+STABILITY: SURFACE MOTION
 TE0923
 TE0923  HISTORY     - Date     Condition        Report By
 TE0923  HISTORY     - 1935     MONUMENTED       CGS
 TE0923
 TE0923                          STATION DESCRIPTION
 TE0923
 TE0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0923'8.9 MI W FROM LANGDON.
 TE0923'8.9 MILES WEST ALONG STATE HWY 5 FROM COURT HOUSE.  N. E. CORNER OF
 TE0923'SECTION 20, T 161 N, R 61 W.  44.5 FEET SOUTH OF CENTERLINE OF
 TE0923'EAST-WEST ROAD.  32.5 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD. 5.3
 TE0923'FEET SOUTHWEST OF POWER POLE BRACE POLE.  TABLET SET IN PRECAST
 TE0923'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0924 ***********************************************************************
 TE0924  DESIGNATION -  L 185 RESET
 TE0924  PID         -  TE0924
 TE0924  STATE/COUNTY-  ND/CAVALIER
 TE0924  USGS QUAD   -  HANNAH SE (1970)
 TE0924
 TE0924                         *CURRENT SURVEY CONTROL
 TE0924  ___________________________________________________________________
 TE0924* NAD 83(1986)-  48 45 40.     (N)    098 33 45.     (W)     SCALED    
 TE0924* NAVD 88     -       479.185  (meters)    1572.13   (feet)  ADJUSTED  
 TE0924  ___________________________________________________________________
 TE0924  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE0924  DYNAMIC HT  -         479.296 (meters)    1572.49  (feet)  COMP
 TE0924  MODELED GRAV-     980,826.2   (mgal)                       NAVD 88
 TE0924
 TE0924  VERT ORDER  -  SECOND    CLASS 0
 TE0924
 TE0924.The horizontal coordinates were scaled from a topographic map and have
 TE0924.an estimated accuracy of +/- 6 seconds.
 TE0924
 TE0924.The orthometric height was determined by differential leveling
 TE0924.and adjusted by the National Geodetic Survey in June 1991..
 TE0924
 TE0924.The geoid height was determined by GEOID03.
 TE0924
 TE0924.The dynamic height is computed by dividing the NAVD 88
 TE0924.geopotential number by the normal gravity value computed on the
 TE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0924.degrees latitude (g = 980.6199 gals.).
 TE0924
 TE0924.The modeled gravity was interpolated from observed gravity values.
 TE0924
 TE0924;                    North         East    Units  Estimated Accuracy
 TE0924;SPC ND N     -   197,600.      742,430.      MT  (+/- 180 meters Scaled)
 TE0924
 TE0924                          SUPERSEDED SURVEY CONTROL
 TE0924
 TE0924  NGVD 29 (??/??/92)  478.808  (m)         1570.89   (f) ADJ UNCH    2 0
 TE0924
 TE0924.Superseded values are not recommended for survey control.
 TE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0924.See file dsdata.txt to determine how the superseded data were derived.
 TE0924
 TE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV321009(NAD 83)
 TE0924_MARKER: DB = BENCH MARK DISK
 TE0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0924_STAMPING: L 185 RESET 1957
 TE0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0924+STABILITY: SURFACE MOTION
 TE0924
 TE0924  HISTORY     - Date     Condition        Report By
 TE0924  HISTORY     - 1957     MONUMENTED       CGS
 TE0924  HISTORY     - 1964     GOOD             NGS
 TE0924
 TE0924                          STATION DESCRIPTION
 TE0924
 TE0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0924'8.9 MI W FROM LANGDON.
 TE0924'ABOUT 8.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0924'LANGDON, IN SECTION 20, R 61 W, T 161 N, 100 FEET SOUTH OF THE CENTER
 TE0924'LINE OF THE HIGHWAY, 50 FEET WEST OF A FENCE CORNER, 2 FEET NORTH OF
 TE0924'AN EAST-WEST FENCE, 2 FEET WEST OF POWER LINE POLE 847, 2 FEET EAST OF
 TE0924'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 TE0924'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0640 ***********************************************************************
 TD0640  DESIGNATION -  L 186
 TD0640  PID         -  TD0640
 TD0640  STATE/COUNTY-  ND/PEMBINA
 TD0640  USGS QUAD   -  WALHALLA (1979)
 TD0640
 TD0640                         *CURRENT SURVEY CONTROL
 TD0640  ___________________________________________________________________
 TD0640* NAD 83(1986)-  48 59 27.     (N)    097 56 59.     (W)     SCALED    
 TD0640* NAVD 88     -       290.612  (meters)     953.45   (feet)  ADJUSTED  
 TD0640  ___________________________________________________________________
 TD0640  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 TD0640  DYNAMIC HT  -         290.699 (meters)     953.74  (feet)  COMP
 TD0640  MODELED GRAV-     980,898.3   (mgal)                       NAVD 88
 TD0640
 TD0640  VERT ORDER  -  SECOND    CLASS 0
 TD0640
 TD0640.The horizontal coordinates were scaled from a topographic map and have
 TD0640.an estimated accuracy of +/- 6 seconds.
 TD0640
 TD0640.The orthometric height was determined by differential leveling
 TD0640.and adjusted by the National Geodetic Survey in June 1991..
 TD0640
 TD0640.The geoid height was determined by GEOID03.
 TD0640
 TD0640.The dynamic height is computed by dividing the NAVD 88
 TD0640.geopotential number by the normal gravity value computed on the
 TD0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0640.degrees latitude (g = 980.6199 gals.).
 TD0640
 TD0640.The modeled gravity was interpolated from observed gravity values.
 TD0640
 TD0640;                    North         East    Units  Estimated Accuracy
 TD0640;SPC ND N     -   224,450.      786,620.      MT  (+/- 180 meters Scaled)
 TD0640
 TD0640                          SUPERSEDED SURVEY CONTROL
 TD0640
 TD0640  NGVD 29 (??/??/92)  290.239  (m)          952.23   (f) ADJ UNCH    2 0
 TD0640
 TD0640.Superseded values are not recommended for survey control.
 TD0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0640.See file dsdata.txt to determine how the superseded data were derived.
 TD0640
 TD0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV768269(NAD 83)
 TD0640_MARKER: DB = BENCH MARK DISK
 TD0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0640_STAMPING: L 186 1935
 TD0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0640+STABILITY: SURFACE MOTION
 TD0640
 TD0640  HISTORY     - Date     Condition        Report By
 TD0640  HISTORY     - 1935     MONUMENTED       CGS
 TD0640  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0640
 TD0640                          STATION DESCRIPTION
 TD0640
 TD0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0640'5.4 MI NE FROM WALHALLA.
 TD0640'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 TD0640'VANG ROAD AT WALHALLA, PEMBINA COUNTY, 2.0 MILES WEST ALONG A
 TD0640'SECTION-LINE ROAD, AT THE NORTHWEST CORNER OF SECTION 31, T. 164 N. R.
 TD0640'56 W., 700 FEET EAST OF THE CROSSING OF THE GREAT NORTHERN RAILWAY, AT
 TD0640'A ROAD CROSSING, 55 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TD0640'ROAD, 37.5 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 TD0640'32.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE, AND 21.3 FEET
 TD0640'SOUTH OF A NORTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED L 186
 TD0640'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0975 ***********************************************************************
 TE0975  DESIGNATION -  L 187
 TE0975  PID         -  TE0975
 TE0975  STATE/COUNTY-  ND/CAVALIER
 TE0975  USGS QUAD   -  WALES (1970)
 TE0975
 TE0975                         *CURRENT SURVEY CONTROL
 TE0975  ___________________________________________________________________
 TE0975* NAD 83(1986)-  48 59 32.     (N)    098 36 23.     (W)     SCALED    
 TE0975* NAVD 88     -       469.738  (meters)    1541.13   (feet)  ADJUSTED  
 TE0975  ___________________________________________________________________
 TE0975  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE0975  DYNAMIC HT  -         469.857 (meters)    1541.52  (feet)  COMP
 TE0975  MODELED GRAV-     980,847.8   (mgal)                       NAVD 88
 TE0975
 TE0975  VERT ORDER  -  SECOND    CLASS 0
 TE0975
 TE0975.The horizontal coordinates were scaled from a topographic map and have
 TE0975.an estimated accuracy of +/- 6 seconds.
 TE0975
 TE0975.The orthometric height was determined by differential leveling
 TE0975.and adjusted by the National Geodetic Survey in June 1991..
 TE0975
 TE0975.The geoid height was determined by GEOID03.
 TE0975
 TE0975.The dynamic height is computed by dividing the NAVD 88
 TE0975.geopotential number by the normal gravity value computed on the
 TE0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0975.degrees latitude (g = 980.6199 gals.).
 TE0975
 TE0975.The modeled gravity was interpolated from observed gravity values.
 TE0975
 TE0975;                    North         East    Units  Estimated Accuracy
 TE0975;SPC ND N     -   223,220.      738,580.      MT  (+/- 180 meters Scaled)
 TE0975
 TE0975                          SUPERSEDED SURVEY CONTROL
 TE0975
 TE0975  NGVD 29 (??/??/92)  469.348  (m)         1539.85   (f) ADJ UNCH    2 0
 TE0975
 TE0975.Superseded values are not recommended for survey control.
 TE0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0975.See file dsdata.txt to determine how the superseded data were derived.
 TE0975
 TE0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV287266(NAD 83)
 TE0975_MARKER: DB = BENCH MARK DISK
 TE0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0975_STAMPING: L 187 1935
 TE0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0975+STABILITY: SURFACE MOTION
 TE0975
 TE0975  HISTORY     - Date     Condition        Report By
 TE0975  HISTORY     - 1935     MONUMENTED       CGS
 TE0975  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0975
 TE0975                          STATION DESCRIPTION
 TE0975
 TE0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0975'4.5 MI E FROM HANNAH.
 TE0975'1.0 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TE0975'RAILWAY STATION AT HANNAH, CAVALIER COUNTY, 3.5 MILES EAST ALONG A
 TE0975'SECTION-LINE ROAD, AT THE NORTHEAST CORNER OF SECTION 36, T. 164 N.,
 TE0975'R. 62 W., AT A ROAD CROSSING, 150 FEET SOUTH OF THE CENTERLINE OF THE
 TE0975'EAST-AND-WEST ROAD, 150 FEET WEST OF THE CENTERLINE OF THE
 TE0975'NORTH-AND-SOUTH ROAD, 15 FEET NORTH OF T.B.M. 56 AND 3 FEET NORTH OF A
 TE0975'ROCK PILE.  A STANDARD DISK, STAMPED L 187 1935 AND SET IN THE TOP OF
 TE0975'A CONCRETE POST.  NOTE-- A DRAINAGE DITCH HAS BEEN DUG NEAR THE
 TE0975'DESCRIBED LOCATION OF THE MARK, THE ROCK PILE HAS BEEN MOVED AND THE
 TE0975'MARK IS BELIEVED TO HAVE BEEN EITHER DESTROYED OR COVERED WITH DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1654 ***********************************************************************
 TE1654  DESIGNATION -  L 188
 TE1654  PID         -  TE1654
 TE1654  STATE/COUNTY-  ND/CAVALIER
 TE1654  USGS QUAD   -  OLGA (1972)
 TE1654
 TE1654                         *CURRENT SURVEY CONTROL
 TE1654  ___________________________________________________________________
 TE1654* NAD 83(1986)-  48 51 45.     (N)    098 00 02.     (W)     SCALED    
 TE1654* NAVD 88     -       370.713  (meters)    1216.25   (feet)  ADJUSTED  
 TE1654  ___________________________________________________________________
 TE1654  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 TE1654  DYNAMIC HT  -         370.808 (meters)    1216.56  (feet)  COMP
 TE1654  MODELED GRAV-     980,854.0   (mgal)                       NAVD 88
 TE1654
 TE1654  VERT ORDER  -  SECOND    CLASS 0
 TE1654
 TE1654.The horizontal coordinates were scaled from a topographic map and have
 TE1654.an estimated accuracy of +/- 6 seconds.
 TE1654
 TE1654.The orthometric height was determined by differential leveling
 TE1654.and adjusted by the National Geodetic Survey in June 1991..
 TE1654
 TE1654.The geoid height was determined by GEOID03.
 TE1654
 TE1654.The dynamic height is computed by dividing the NAVD 88
 TE1654.geopotential number by the normal gravity value computed on the
 TE1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1654.degrees latitude (g = 980.6199 gals.).
 TE1654
 TE1654.The modeled gravity was interpolated from observed gravity values.
 TE1654
 TE1654;                    North         East    Units  Estimated Accuracy
 TE1654;SPC ND N     -   210,060.      783,370.      MT  (+/- 180 meters Scaled)
 TE1654
 TE1654                          SUPERSEDED SURVEY CONTROL
 TE1654
 TE1654  NGVD 29 (??/??/92)  370.365  (m)         1215.11   (f) ADJ UNCH    2 0
 TE1654
 TE1654.Superseded values are not recommended for survey control.
 TE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1654.See file dsdata.txt to determine how the superseded data were derived.
 TE1654
 TE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV733126(NAD 83)
 TE1654_MARKER: DB = BENCH MARK DISK
 TE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1654_STAMPING: L 188 1935
 TE1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1654+STABILITY: SURFACE MOTION
 TE1654
 TE1654  HISTORY     - Date     Condition        Report By
 TE1654  HISTORY     - 1935     MONUMENTED       CGS
 TE1654  HISTORY     - 1964     GOOD             NGS
 TE1654
 TE1654                          STATION DESCRIPTION
 TE1654
 TE1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1654'10.1 MI SE FROM VANG.
 TE1654'ABOUT 1.2 MILES EAST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE1654'CHURCH AND CEMETERY AT VANG, THENCE 2.0 MILES SOUTH ALONG A GRAVELED
 TE1654'ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 TE1654'SOUTH ALONG A GRAVELED ROAD, THENCE 2.9 MILES EAST ALONG A GRAVELED
 TE1654'ROAD, 0.4 MILE EAST OF THE BRIDGE OVER SOUTH PEMBINA RIVER, IN SECTION
 TE1654'15, R 57 W, T 162 N, AT THE OUTSIDE OF A CURVE, 83 FEET SOUTHWEST OF
 TE1654'THE CENTER LINE OF ROAD, 21 FEET NORTHEAST OF A POWER LINE POLE, 12
 TE1654'FEET NORTH OF A POWER LINE POLE, 18 FEET SOUTH OF THE EXTENDED CENTER
 TE1654'LINE OF AN EAST-WEST ROAD, 2 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE1654'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE1654'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0888 ***********************************************************************
 TE0888  DESIGNATION -  L 189
 TE0888  PID         -  TE0888
 TE0888  STATE/COUNTY-  ND/CAVALIER
 TE0888  USGS QUAD   -  WALES (1970)
 TE0888
 TE0888                         *CURRENT SURVEY CONTROL
 TE0888  ___________________________________________________________________
 TE0888* NAD 83(1986)-  48 53 28.     (N)    098 32 25.     (W)     SCALED    
 TE0888* NAVD 88     -       479.835  (meters)    1574.26   (feet)  ADJUSTED  
 TE0888  ___________________________________________________________________
 TE0888  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE0888  DYNAMIC HT  -         479.950 (meters)    1574.64  (feet)  COMP
 TE0888  MODELED GRAV-     980,835.9   (mgal)                       NAVD 88
 TE0888
 TE0888  VERT ORDER  -  SECOND    CLASS 0
 TE0888
 TE0888.The horizontal coordinates were scaled from a topographic map and have
 TE0888.an estimated accuracy of +/- 6 seconds.
 TE0888
 TE0888.The orthometric height was determined by differential leveling
 TE0888.and adjusted by the National Geodetic Survey in June 1991..
 TE0888
 TE0888.The geoid height was determined by GEOID03.
 TE0888
 TE0888.The dynamic height is computed by dividing the NAVD 88
 TE0888.geopotential number by the normal gravity value computed on the
 TE0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0888.degrees latitude (g = 980.6199 gals.).
 TE0888
 TE0888.The modeled gravity was interpolated from observed gravity values.
 TE0888
 TE0888;                    North         East    Units  Estimated Accuracy
 TE0888;SPC ND N     -   212,100.      743,700.      MT  (+/- 180 meters Scaled)
 TE0888
 TE0888                          SUPERSEDED SURVEY CONTROL
 TE0888
 TE0888  NGVD 29 (??/??/92)  479.460  (m)         1573.03   (f) ADJ UNCH    2 0
 TE0888
 TE0888.Superseded values are not recommended for survey control.
 TE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0888.See file dsdata.txt to determine how the superseded data were derived.
 TE0888
 TE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV336154(NAD 83)
 TE0888_MARKER: DB = BENCH MARK DISK
 TE0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0888_STAMPING: L 189 1935
 TE0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0888+STABILITY: SURFACE MOTION
 TE0888
 TE0888  HISTORY     - Date     Condition        Report By
 TE0888  HISTORY     - 1935     MONUMENTED       CGS
 TE0888  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0888
 TE0888                          STATION DESCRIPTION
 TE0888
 TE0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0888'3.3 MI E FROM WALES.
 TE0888'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0888'WALES, CAVALIER COUNTY, 3.0 MILES EAST ALONG ANOTHER SECTION-LINE
 TE0888'ROAD.  AT THE NORTHWEST CORNER OF SECTION 3, T. 162 N., R. 61 W., AT A
 TE0888'ROAD INTERSECTION, 40 FEET SOUTH OF THE CENTERLINE OF THE
 TE0888'EAST-AND-WEST ROAD, AND 4.2 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 TE0888'A FENCE.  A STANDARD DISK, STAMPED L 189 1935 AND SET IN THE TOP OF A
 TE0888'CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1394 ***********************************************************************
 TE1394  DESIGNATION -  L 191
 TE1394  PID         -  TE1394
 TE1394  STATE/COUNTY-  ND/BENSON
 TE1394  USGS QUAD   -  BAKER (1958)
 TE1394
 TE1394                         *CURRENT SURVEY CONTROL
 TE1394  ___________________________________________________________________
 TE1394* NAD 83(1986)-  48 09 59.     (N)    099 44 24.     (W)     SCALED    
 TE1394* NAVD 88     -       494.320  (meters)    1621.78   (feet)  ADJUSTED  
 TE1394  ___________________________________________________________________
 TE1394  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 TE1394  DYNAMIC HT  -         494.412 (meters)    1622.08  (feet)  COMP
 TE1394  MODELED GRAV-     980,781.3   (mgal)                       NAVD 88
 TE1394
 TE1394  VERT ORDER  -  SECOND    CLASS 0
 TE1394
 TE1394.The horizontal coordinates were scaled from a topographic map and have
 TE1394.an estimated accuracy of +/- 6 seconds.
 TE1394
 TE1394.The orthometric height was determined by differential leveling
 TE1394.and adjusted by the National Geodetic Survey in June 1991..
 TE1394
 TE1394.The geoid height was determined by GEOID03.
 TE1394
 TE1394.The dynamic height is computed by dividing the NAVD 88
 TE1394.geopotential number by the normal gravity value computed on the
 TE1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1394.degrees latitude (g = 980.6199 gals.).
 TE1394
 TE1394.The modeled gravity was interpolated from observed gravity values.
 TE1394
 TE1394;                    North         East    Units  Estimated Accuracy
 TE1394;SPC ND N     -   129,960.      656,530.      MT  (+/- 180 meters Scaled)
 TE1394
 TE1394                          SUPERSEDED SURVEY CONTROL
 TE1394
 TE1394  NGVD 29 (??/??/92)  493.960  (m)         1620.60   (f) ADJ UNCH    2 0
 TE1394
 TE1394.Superseded values are not recommended for survey control.
 TE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1394.See file dsdata.txt to determine how the superseded data were derived.
 TE1394
 TE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU449350(NAD 83)
 TE1394_MARKER: DB = BENCH MARK DISK
 TE1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1394_STAMPING: L 191 1935
 TE1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1394+STABILITY: SURFACE MOTION
 TE1394
 TE1394  HISTORY     - Date     Condition        Report By
 TE1394  HISTORY     - 1935     MONUMENTED       CGS
 TE1394  HISTORY     - 1956     MARK NOT FOUND   NGS
 TE1394
 TE1394                          STATION DESCRIPTION
 TE1394
 TE1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1394'2.7 MI E FROM FILLMORE.
 TE1394'2.7 MILES EAST ALONG A COUNTY ROAD FROM THE SOO LINE RAILROAD STATION
 TE1394'AT FILLMORE, BENSON COUNTY, 1.0 MILE SOUTH ALONG ANOTHER COUNTY ROAD.
 TE1394'AT THE SOUTHEAST CORNER OF SECTION 11, T 154 N, R 71 W, 0.5 MILE
 TE1394'NORTHEAST OF A LARGE LAKE, 0.1 MILE SOUTHWEST OF A FARMHOUSE ON THE
 TE1394'TOP OF A HILL, 66 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 30
 TE1394'FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD LEADING TO THE
 TE1394'LAKE, 9 FEET WEST OF A POLE WITH A GUY-WIRE, AND NEAR LARGE BOULDER
 TE1394'ROCKS.  A STANDARD DISK, STAMPED L 191 1935 AND SET IN THE TOP OF A
 TE1394'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1427 ***********************************************************************
 TE1427  DESIGNATION -  L 192
 TE1427  PID         -  TE1427
 TE1427  STATE/COUNTY-  ND/BENSON
 TE1427  USGS QUAD   -  ESMOND (1958)
 TE1427
 TE1427                         *CURRENT SURVEY CONTROL
 TE1427  ___________________________________________________________________
 TE1427* NAD 83(1986)-  48 05 38.     (N)    099 48 17.     (W)     SCALED    
 TE1427* NAVD 88     -       488.394  (meters)    1602.34   (feet)  ADJUSTED  
 TE1427  ___________________________________________________________________
 TE1427  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TE1427  DYNAMIC HT  -         488.486 (meters)    1602.64  (feet)  COMP
 TE1427  MODELED GRAV-     980,782.8   (mgal)                       NAVD 88
 TE1427
 TE1427  VERT ORDER  -  SECOND    CLASS 0
 TE1427
 TE1427.The horizontal coordinates were scaled from a topographic map and have
 TE1427.an estimated accuracy of +/- 6 seconds.
 TE1427
 TE1427.The orthometric height was determined by differential leveling
 TE1427.and adjusted by the National Geodetic Survey in June 1991..
 TE1427
 TE1427.The geoid height was determined by GEOID03.
 TE1427
 TE1427.The dynamic height is computed by dividing the NAVD 88
 TE1427.geopotential number by the normal gravity value computed on the
 TE1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1427.degrees latitude (g = 980.6199 gals.).
 TE1427
 TE1427.The modeled gravity was interpolated from observed gravity values.
 TE1427
 TE1427;                    North         East    Units  Estimated Accuracy
 TE1427;SPC ND N     -   121,850.      651,790.      MT  (+/- 180 meters Scaled)
 TE1427
 TE1427                          SUPERSEDED SURVEY CONTROL
 TE1427
 TE1427  NGVD 29 (??/??/92)  488.036  (m)         1601.16   (f) ADJ UNCH    2 0
 TE1427
 TE1427.Superseded values are not recommended for survey control.
 TE1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1427.See file dsdata.txt to determine how the superseded data were derived.
 TE1427
 TE1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU400270(NAD 83)
 TE1427_MARKER: DB = BENCH MARK DISK
 TE1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1427_STAMPING: L 192 1935
 TE1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1427+STABILITY: SURFACE MOTION
 TE1427
 TE1427  HISTORY     - Date     Condition        Report By
 TE1427  HISTORY     - 1935     MONUMENTED       CGS
 TE1427  HISTORY     - 1957     POOR             NGS
 TE1427
 TE1427                          STATION DESCRIPTION
 TE1427
 TE1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TE1427'6.1 MI S FROM FILLMORE.
 TE1427'6.1 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TE1427'STATION AT FILLMORE, BENSON COUNTY, AT THE SOUTHWEST CORNER OF SECTION
 TE1427'4, T 153 N, R 71 W, 500 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 TE1427'ABANDONED ESMOND DISTRICT SCHOOL, AT A ROAD INTERSECTION, 78 FEET
 TE1427'NORTHEAST OF THE CENTER OF THE INTERSECTION, 66 FEET NORTH OF THE
 TE1427'CENTERLINE OF THE EAST-AND-WEST ROAD, 34 FEET EAST OF THE CENTERLINE
 TE1427'OF THE NORTH-AND-SOUTH ROAD, 37.3 FEET NORTH OF THE SOUTHWEST CORNER
 TE1427'OF A PASTURE FENCE, AND 1.2 FEET EAST OF THE NORTH-AND-SOUTH
 TE1427'BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED L 192 1935 AND SET IN THE
 TE1427'TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION. NOTE-- THIS BENCH
 TE1427'MARK IS IN PLACE BUT HAS ABOUT 2 FEET OF DIRT REMOVED FROM THE WEST
 TE1427'SIDE BY A ROAD GRADER.  IT IS PROBABLY DISTURBED TOO MUCH FOR LEVEL
 TE1427'ACCURACY, BUT IS ADEQUATE FOR PLANETABLE ACCURACY AND TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1406 ***********************************************************************
 TE1406  DESIGNATION -  L 193
 TE1406  PID         -  TE1406
 TE1406  STATE/COUNTY-  ND/BENSON
 TE1406  USGS QUAD   -  HARLOW (1958)
 TE1406
 TE1406                         *CURRENT SURVEY CONTROL
 TE1406  ___________________________________________________________________
 TE1406* NAD 83(1986)-  48 11 36.     (N)    099 31 32.     (W)     SCALED    
 TE1406* NAVD 88     -       510.481  (meters)    1674.80   (feet)  ADJUSTED  
 TE1406  ___________________________________________________________________
 TE1406  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 TE1406  DYNAMIC HT  -         510.564 (meters)    1675.08  (feet)  COMP
 TE1406  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 TE1406
 TE1406  VERT ORDER  -  SECOND    CLASS 0
 TE1406
 TE1406.The horizontal coordinates were scaled from a topographic map and have
 TE1406.an estimated accuracy of +/- 6 seconds.
 TE1406
 TE1406.The orthometric height was determined by differential leveling
 TE1406.and adjusted by the National Geodetic Survey in June 1991..
 TE1406
 TE1406.The geoid height was determined by GEOID03.
 TE1406
 TE1406.The dynamic height is computed by dividing the NAVD 88
 TE1406.geopotential number by the normal gravity value computed on the
 TE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1406.degrees latitude (g = 980.6199 gals.).
 TE1406
 TE1406.The modeled gravity was interpolated from observed gravity values.
 TE1406
 TE1406;                    North         East    Units  Estimated Accuracy
 TE1406;SPC ND N     -   133,140.      672,440.      MT  (+/- 180 meters Scaled)
 TE1406
 TE1406                          SUPERSEDED SURVEY CONTROL
 TE1406
 TE1406  NGVD 29 (??/??/92)  510.104  (m)         1673.57   (f) ADJ UNCH    2 0
 TE1406
 TE1406.Superseded values are not recommended for survey control.
 TE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1406.See file dsdata.txt to determine how the superseded data were derived.
 TE1406
 TE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU609379(NAD 83)
 TE1406_MARKER: DB = BENCH MARK DISK
 TE1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1406_STAMPING: L 193 1935
 TE1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1406+STABILITY: SURFACE MOTION
 TE1406
 TE1406  HISTORY     - Date     Condition        Report By
 TE1406  HISTORY     - 1935     MONUMENTED       CGS
 TE1406
 TE1406                          STATION DESCRIPTION
 TE1406
 TE1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1406'2.4 MI NW FROM HARLOW.
 TE1406'2.4 MILES NORTHWEST ALONG SECTION-LINE ROADS FROM THE SOO LINE
 TE1406'RAILROAD STATION AT HARLOW, BENSON COUNTY, AT THE SOUTHEAST QUARTER OF
 TE1406'THE SOUTHEAST QUARTER OF SECTION 33, T 155 N, R 69 W, ON THE SLOPE OF
 TE1406'A BUTTE OVERLOOKING A LARGE VALLEY, 90 FEET WEST OF A SECTION LINE
 TE1406'ALONG THE ROAD MAKING A BEND AROUND THE BUTTE, NEAR LARGE ROCK
 TE1406'OUTCROP, 71.4 FEET NORTH OF THE SOUTHWEST CORNER OF A PASTURE FENCE,
 TE1406'28 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2.4 FEET EAST OF THE
 TE1406'NORTH-AND-SOUTH BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED L 193
 TE1406'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1230 ***********************************************************************
 TE1230  DESIGNATION -  L 2
 TE1230  PID         -  TE1230
 TE1230  STATE/COUNTY-  ND/RAMSEY
 TE1230  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1230
 TE1230                         *CURRENT SURVEY CONTROL
 TE1230  ___________________________________________________________________
 TE1230* NAD 83(1986)-  48 16 17.     (N)    099 11 49.     (W)     SCALED    
 TE1230* NAVD 88     -       445.301  (meters)    1460.96   (feet)  ADJUSTED  
 TE1230  ___________________________________________________________________
 TE1230  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 TE1230  DYNAMIC HT  -         445.382 (meters)    1461.22  (feet)  COMP
 TE1230  MODELED GRAV-     980,779.5   (mgal)                       NAVD 88
 TE1230
 TE1230  VERT ORDER  -  FIRST     CLASS II
 TE1230
 TE1230.The horizontal coordinates were scaled from a topographic map and have
 TE1230.an estimated accuracy of +/- 6 seconds.
 TE1230
 TE1230.The orthometric height was determined by differential leveling
 TE1230.and adjusted by the National Geodetic Survey in June 1991..
 TE1230
 TE1230.The geoid height was determined by GEOID03.
 TE1230
 TE1230.The dynamic height is computed by dividing the NAVD 88
 TE1230.geopotential number by the normal gravity value computed on the
 TE1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1230.degrees latitude (g = 980.6199 gals.).
 TE1230
 TE1230.The modeled gravity was interpolated from observed gravity values.
 TE1230
 TE1230;                    North         East    Units  Estimated Accuracy
 TE1230;SPC ND N     -   142,170.      696,720.      MT  (+/- 180 meters Scaled)
 TE1230
 TE1230                          SUPERSEDED SURVEY CONTROL
 TE1230
 TE1230  NGVD 29 (04/23/90)  444.933  (m)         1459.75   (f) ADJUSTED    1 2
 TE1230
 TE1230.Superseded values are not recommended for survey control.
 TE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1230.See file dsdata.txt to determine how the superseded data were derived.
 TE1230
 TE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU853464(NAD 83)
 TE1230_MARKER: DB = BENCH MARK DISK
 TE1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1230_STAMPING: ELEV 1459.846 FT L 2
 TE1230_MARK LOGO: CGS   
 TE1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1230+STABILITY: SURFACE MOTION
 TE1230
 TE1230  HISTORY     - Date     Condition        Report By
 TE1230  HISTORY     - UNK      MONUMENTED       CGS
 TE1230  HISTORY     - 1963     GOOD             NGS
 TE1230  HISTORY     - 1982     GOOD             NGS
 TE1230
 TE1230                          STATION DESCRIPTION
 TE1230
 TE1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1230'IN CHURCHES FERRY.
 TE1230'ABOUT 0.2 MILE NORTHWEST ALONG A GRAVELED STREET FROM THE GREAT
 TE1230'NORTHERN RAILWAY STATION AT CHURCHES FERRY, IN S 6, R 66 W, T 155 N,
 TE1230'39 FEET EAST OF THE NORTHEAST CORNER OF THE BRICK SCHOOL BUILDING, 5.5
 TE1230'FEET WEST OF THE WEST EDGE OF THE SIDEWALK ALONG THE WEST SIDE OF THE
 TE1230'STREET, 3.7 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO
 TE1230'THE SCHOOL, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN THE TOP OF A
 TE1230'STONE POST FLUSH WITH THE SIDEWALK.
 TE1230
 TE1230                          STATION RECOVERY (1982)
 TE1230
 TE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1230'RECOVERED THIS DATE, CHANGE GREAT NORTHERN TO BURLINGTON NORTHERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0201 ***********************************************************************
 TG0201  DESIGNATION -  L 2 B 1
 TG0201  PID         -  TG0201
 TG0201  STATE/COUNTY-  ND/BURKE
 TG0201  USGS QUAD   -  BOWBELLS NW (1947)
 TG0201
 TG0201                         *CURRENT SURVEY CONTROL
 TG0201  ___________________________________________________________________
 TG0201* NAD 83(1986)-  48 55 54.     (N)    102 14 48.     (W)     SCALED    
 TG0201* NAVD 88     -       583.459  (meters)    1914.23   (feet)  ADJUSTED  
 TG0201  ___________________________________________________________________
 TG0201  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 TG0201  DYNAMIC HT  -         583.588 (meters)    1914.65  (feet)  COMP
 TG0201  MODELED GRAV-     980,811.5   (mgal)                       NAVD 88
 TG0201
 TG0201  VERT ORDER  -  SECOND    CLASS 0
 TG0201
 TG0201.The horizontal coordinates were scaled from a topographic map and have
 TG0201.an estimated accuracy of +/- 6 seconds.
 TG0201
 TG0201.The orthometric height was determined by differential leveling
 TG0201.and adjusted by the National Geodetic Survey in June 1991..
 TG0201
 TG0201.The geoid height was determined by GEOID03.
 TG0201
 TG0201.The dynamic height is computed by dividing the NAVD 88
 TG0201.geopotential number by the normal gravity value computed on the
 TG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0201.degrees latitude (g = 980.6199 gals.).
 TG0201
 TG0201.The modeled gravity was interpolated from observed gravity values.
 TG0201
 TG0201;                    North         East    Units  Estimated Accuracy
 TG0201;SPC ND N     -   216,230.      472,020.      MT  (+/- 180 meters Scaled)
 TG0201
 TG0201                          SUPERSEDED SURVEY CONTROL
 TG0201
 TG0201  NGVD 29 (??/??/92)  583.06   (m)         1912.9    (f) COMPUTED    2 0
 TG0201
 TG0201.Superseded values are not recommended for survey control.
 TG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0201.See file dsdata.txt to determine how the superseded data were derived.
 TG0201
 TG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ016235(NAD 83)
 TG0201_MARKER: DD = SURVEY DISK
 TG0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0201+STABILITY: SURFACE MOTION
 TG0201
 TG0201  HISTORY     - Date     Condition        Report By
 TG0201  HISTORY     - UNK      MONUMENTED       DOD
 TG0201  HISTORY     - 1963     GOOD             NGS
 TG0201
 TG0201                          STATION DESCRIPTION
 TG0201
 TG0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0201'5.5 MI S FROM NORTHGATE.
 TG0201'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0201'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0201'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.4
 TG0201'MILES SOUTH ALONG A GRAVELED ROAD, THENCE ABOUT 0.3 MILES WEST ACROSS
 TG0201'COUNTRY AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TG0201'TRIBACH WHICH IS MOUNTED ON TOP OF A CONCRETE CYLINDER PROJECTING 5
 TG0201'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0200 ***********************************************************************
 TG0200  DESIGNATION -  L 2 B 2
 TG0200  PID         -  TG0200
 TG0200  STATE/COUNTY-  ND/BURKE
 TG0200  USGS QUAD   -  BOWBELLS NW (1947)
 TG0200
 TG0200                         *CURRENT SURVEY CONTROL
 TG0200  ___________________________________________________________________
 TG0200* NAD 83(1986)-  48 55 59.     (N)    102 14 31.     (W)     SCALED    
 TG0200* NAVD 88     -       581.527  (meters)    1907.89   (feet)  ADJUSTED  
 TG0200  ___________________________________________________________________
 TG0200  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG0200  DYNAMIC HT  -         581.656 (meters)    1908.32  (feet)  COMP
 TG0200  MODELED GRAV-     980,811.5   (mgal)                       NAVD 88
 TG0200
 TG0200  VERT ORDER  -  SECOND    CLASS 0
 TG0200
 TG0200.The horizontal coordinates were scaled from a topographic map and have
 TG0200.an estimated accuracy of +/- 6 seconds.
 TG0200
 TG0200.The orthometric height was determined by differential leveling
 TG0200.and adjusted by the National Geodetic Survey in June 1991..
 TG0200
 TG0200.The geoid height was determined by GEOID03.
 TG0200
 TG0200.The dynamic height is computed by dividing the NAVD 88
 TG0200.geopotential number by the normal gravity value computed on the
 TG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0200.degrees latitude (g = 980.6199 gals.).
 TG0200
 TG0200.The modeled gravity was interpolated from observed gravity values.
 TG0200
 TG0200;                    North         East    Units  Estimated Accuracy
 TG0200;SPC ND N     -   216,380.      472,370.      MT  (+/- 180 meters Scaled)
 TG0200
 TG0200                          SUPERSEDED SURVEY CONTROL
 TG0200
 TG0200  NGVD 29 (??/??/92)  581.13   (m)         1906.6    (f) COMPUTED    2 0
 TG0200
 TG0200.Superseded values are not recommended for survey control.
 TG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0200.See file dsdata.txt to determine how the superseded data were derived.
 TG0200
 TG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ019236(NAD 83)
 TG0200_MARKER: DD = SURVEY DISK
 TG0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0200+STABILITY: SURFACE MOTION
 TG0200
 TG0200  HISTORY     - Date     Condition        Report By
 TG0200  HISTORY     - UNK      MONUMENTED       DOD
 TG0200  HISTORY     - 1963     GOOD             NGS
 TG0200
 TG0200                          STATION DESCRIPTION
 TG0200
 TG0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0200'5.2 MI S FROM NORTHGATE.
 TG0200'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0200'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0200'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.3
 TG0200'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 MILES WEST ACROSS
 TG0200'COUNTRY AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TG0200'TRIBACH WHICH IS MOUNTED ON TOP OF AN 18-INCH CONCRETE CYLINDER
 TG0200'PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0203 ***********************************************************************
 TG0203  DESIGNATION -  L 2 Z
 TG0203  PID         -  TG0203
 TG0203  STATE/COUNTY-  ND/BURKE
 TG0203  USGS QUAD   -  BOWBELLS NW (1947)
 TG0203
 TG0203                         *CURRENT SURVEY CONTROL
 TG0203  ___________________________________________________________________
 TG0203* NAD 83(1986)-  48 56 01.     (N)    102 14 10.     (W)     SCALED    
 TG0203* NAVD 88     -       584.164  (meters)    1916.54   (feet)  ADJUSTED  
 TG0203  ___________________________________________________________________
 TG0203  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 TG0203  DYNAMIC HT  -         584.293 (meters)    1916.97  (feet)  COMP
 TG0203  MODELED GRAV-     980,811.4   (mgal)                       NAVD 88
 TG0203
 TG0203  VERT ORDER  -  SECOND    CLASS 0
 TG0203
 TG0203.The horizontal coordinates were scaled from a topographic map and have
 TG0203.an estimated accuracy of +/- 6 seconds.
 TG0203
 TG0203.The orthometric height was determined by differential leveling
 TG0203.and adjusted by the National Geodetic Survey in June 1991..
 TG0203
 TG0203.The geoid height was determined by GEOID03.
 TG0203
 TG0203.The dynamic height is computed by dividing the NAVD 88
 TG0203.geopotential number by the normal gravity value computed on the
 TG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0203.degrees latitude (g = 980.6199 gals.).
 TG0203
 TG0203.The modeled gravity was interpolated from observed gravity values.
 TG0203
 TG0203;                    North         East    Units  Estimated Accuracy
 TG0203;SPC ND N     -   216,430.      472,800.      MT  (+/- 180 meters Scaled)
 TG0203
 TG0203                          SUPERSEDED SURVEY CONTROL
 TG0203
 TG0203  NGVD 29 (??/??/92)  583.76   (m)         1915.2    (f) COMPUTED    2 0
 TG0203
 TG0203.Superseded values are not recommended for survey control.
 TG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0203.See file dsdata.txt to determine how the superseded data were derived.
 TG0203
 TG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024237(NAD 83)
 TG0203_MARKER: DS = TRIANGULATION STATION DISK
 TG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0203_STAMPING: L 2 Z 1963
 TG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0203+STABILITY: SURFACE MOTION
 TG0203
 TG0203  HISTORY     - Date     Condition        Report By
 TG0203  HISTORY     - 1963     MONUMENTED       CGS
 TG0203
 TG0203                          STATION DESCRIPTION
 TG0203
 TG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0203'5.3 MI S FROM NORTHGATE.
 TG0203'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0203'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0203'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.3
 TG0203'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILES EAST ALONG A
 TG0203'PRIVATE TRAIL ROAD, IN SECTION 21, T 163 N, R 89 W, AT A FARMYARD, ON
 TG0203'THE CREST OF A SMALL KNOLL, 150 FEET NORTHEAST OF THE DOOR OF THE
 TG0203'NORTHWESTERN MOST OF TWO STEEL GRAIN BINS, 17 FEET EAST OF A PUMP OVER
 TG0203'A 4-INCH STEEL WELL CASING, 3.8 FEET SOUTHEAST OF A METAL WITNESS
 TG0203'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TG0203'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0205 ***********************************************************************
 TG0205  DESIGNATION -  L 2 Z AZ MK
 TG0205  PID         -  TG0205
 TG0205  STATE/COUNTY-  ND/BURKE
 TG0205  USGS QUAD   -  BOWBELLS NW (1947)
 TG0205
 TG0205                         *CURRENT SURVEY CONTROL
 TG0205  ___________________________________________________________________
 TG0205* NAD 83(1986)-  48 56 15.     (N)    102 14 22.     (W)     SCALED    
 TG0205* NAVD 88     -       580.569  (meters)    1904.75   (feet)  ADJUSTED  
 TG0205  ___________________________________________________________________
 TG0205  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TG0205  DYNAMIC HT  -         580.697 (meters)    1905.17  (feet)  COMP
 TG0205  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 TG0205
 TG0205  VERT ORDER  -  SECOND    CLASS 0
 TG0205
 TG0205.The horizontal coordinates were scaled from a topographic map and have
 TG0205.an estimated accuracy of +/- 6 seconds.
 TG0205
 TG0205.The orthometric height was determined by differential leveling
 TG0205.and adjusted by the National Geodetic Survey in June 1991..
 TG0205
 TG0205.The geoid height was determined by GEOID03.
 TG0205
 TG0205.The dynamic height is computed by dividing the NAVD 88
 TG0205.geopotential number by the normal gravity value computed on the
 TG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0205.degrees latitude (g = 980.6199 gals.).
 TG0205
 TG0205.The modeled gravity was interpolated from observed gravity values.
 TG0205
 TG0205;                    North         East    Units  Estimated Accuracy
 TG0205;SPC ND N     -   216,870.      472,570.      MT  (+/- 180 meters Scaled)
 TG0205
 TG0205                          SUPERSEDED SURVEY CONTROL
 TG0205
 TG0205  NGVD 29 (??/??/92)  580.17   (m)         1903.4    (f) COMPUTED    2 0
 TG0205
 TG0205.Superseded values are not recommended for survey control.
 TG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0205.See file dsdata.txt to determine how the superseded data were derived.
 TG0205
 TG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ021241(NAD 83)
 TG0205_MARKER: DZ = AZIMUTH MARK DISK
 TG0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0205_STAMPING: L 2 Z 1963
 TG0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0205+STABILITY: SURFACE MOTION
 TG0205
 TG0205  HISTORY     - Date     Condition        Report By
 TG0205  HISTORY     - 1963     MONUMENTED       CGS
 TG0205
 TG0205                          STATION DESCRIPTION
 TG0205
 TG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0205'4.8 MI S FROM NORTHGATE.
 TG0205'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0205'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0205'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 TG0205'MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 16, T 163 N, R 89 W,
 TG0205'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A CEMETERY, 42 FEET EAST
 TG0205'OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER LINE OF A
 TG0205'TRAIL ROAD LEADING EAST, 3 1/2 FEET EAST OF A TELEPHONE POLE, 1.8 FEET
 TG0205'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD
 TG0205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0202 ***********************************************************************
 TG0202  DESIGNATION -  L 2 Z RM 1
 TG0202  PID         -  TG0202
 TG0202  STATE/COUNTY-  ND/BURKE
 TG0202  USGS QUAD   -  BOWBELLS NW (1947)
 TG0202
 TG0202                         *CURRENT SURVEY CONTROL
 TG0202  ___________________________________________________________________
 TG0202* NAD 83(1986)-  48 56 01.     (N)    102 14 09.     (W)     SCALED    
 TG0202* NAVD 88     -       584.078  (meters)    1916.26   (feet)  ADJUSTED  
 TG0202  ___________________________________________________________________
 TG0202  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TG0202  DYNAMIC HT  -         584.207 (meters)    1916.69  (feet)  COMP
 TG0202  MODELED GRAV-     980,811.4   (mgal)                       NAVD 88
 TG0202
 TG0202  VERT ORDER  -  SECOND    CLASS 0
 TG0202
 TG0202.The horizontal coordinates were scaled from a topographic map and have
 TG0202.an estimated accuracy of +/- 6 seconds.
 TG0202
 TG0202.The orthometric height was determined by differential leveling
 TG0202.and adjusted by the National Geodetic Survey in June 1991..
 TG0202
 TG0202.The geoid height was determined by GEOID03.
 TG0202
 TG0202.The dynamic height is computed by dividing the NAVD 88
 TG0202.geopotential number by the normal gravity value computed on the
 TG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0202.degrees latitude (g = 980.6199 gals.).
 TG0202
 TG0202.The modeled gravity was interpolated from observed gravity values.
 TG0202
 TG0202;                    North         East    Units  Estimated Accuracy
 TG0202;SPC ND N     -   216,430.      472,820.      MT  (+/- 180 meters Scaled)
 TG0202
 TG0202                          SUPERSEDED SURVEY CONTROL
 TG0202
 TG0202  NGVD 29 (??/??/92)  583.68   (m)         1915.0    (f) COMPUTED    2 0
 TG0202
 TG0202.Superseded values are not recommended for survey control.
 TG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0202.See file dsdata.txt to determine how the superseded data were derived.
 TG0202
 TG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024237(NAD 83)
 TG0202_MARKER: DR = REFERENCE MARK DISK
 TG0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0202_STAMPING: L 2 Z NO 1 1963
 TG0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0202+STABILITY: SURFACE MOTION
 TG0202
 TG0202  HISTORY     - Date     Condition        Report By
 TG0202  HISTORY     - 1963     MONUMENTED       CGS
 TG0202
 TG0202                          STATION DESCRIPTION
 TG0202
 TG0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0202'5.3 MI S FROM NORTHGATE.
 TG0202'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0202'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0202'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.3
 TG0202'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILES EAST ALONG A
 TG0202'PRIVATE TRAIL ROAD, IN SECTION 21, T 163 N, R 89 W, AT A FARMYARD, 57
 TG0202'FEET SOUTHEAST OF A PUMP OVER A 4-INCH STEEL WELL CASING, 39.5 FEET
 TG0202'EAST OF L 2 Z 1963, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TG0202'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0204 ***********************************************************************
 TG0204  DESIGNATION -  L 2 Z RM 2
 TG0204  PID         -  TG0204
 TG0204  STATE/COUNTY-  ND/BURKE
 TG0204  USGS QUAD   -  BOWBELLS NW (1947)
 TG0204
 TG0204                         *CURRENT SURVEY CONTROL
 TG0204  ___________________________________________________________________
 TG0204* NAD 83(1986)-  48 56 01.     (N)    102 14 10.     (W)     SCALED    
 TG0204* NAVD 88     -       583.850  (meters)    1915.51   (feet)  ADJUSTED  
 TG0204  ___________________________________________________________________
 TG0204  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 TG0204  DYNAMIC HT  -         583.978 (meters)    1915.93  (feet)  COMP
 TG0204  MODELED GRAV-     980,811.4   (mgal)                       NAVD 88
 TG0204
 TG0204  VERT ORDER  -  SECOND    CLASS 0
 TG0204
 TG0204.The horizontal coordinates were scaled from a topographic map and have
 TG0204.an estimated accuracy of +/- 6 seconds.
 TG0204
 TG0204.The orthometric height was determined by differential leveling
 TG0204.and adjusted by the National Geodetic Survey in June 1991..
 TG0204
 TG0204.The geoid height was determined by GEOID03.
 TG0204
 TG0204.The dynamic height is computed by dividing the NAVD 88
 TG0204.geopotential number by the normal gravity value computed on the
 TG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0204.degrees latitude (g = 980.6199 gals.).
 TG0204
 TG0204.The modeled gravity was interpolated from observed gravity values.
 TG0204
 TG0204;                    North         East    Units  Estimated Accuracy
 TG0204;SPC ND N     -   216,430.      472,800.      MT  (+/- 180 meters Scaled)
 TG0204
 TG0204                          SUPERSEDED SURVEY CONTROL
 TG0204
 TG0204  NGVD 29 (??/??/92)  583.45   (m)         1914.2    (f) COMPUTED    2 0
 TG0204
 TG0204.Superseded values are not recommended for survey control.
 TG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0204.See file dsdata.txt to determine how the superseded data were derived.
 TG0204
 TG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024237(NAD 83)
 TG0204_MARKER: DR = REFERENCE MARK DISK
 TG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0204_STAMPING: L 2 Z NO 2 1963
 TG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0204+STABILITY: SURFACE MOTION
 TG0204
 TG0204  HISTORY     - Date     Condition        Report By
 TG0204  HISTORY     - 1963     MONUMENTED       CGS
 TG0204
 TG0204                          STATION DESCRIPTION
 TG0204
 TG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0204'5.3 MI S FROM NORTHGATE.
 TG0204'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0204'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0204'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.3
 TG0204'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILES EAST ALONG A
 TG0204'PRIVATE TRAIL ROAD, IN SECTION 21, T 163 N, R 98 W, AT A FARMYARD, 40
 TG0204'1/2 FEET NORTHEAST OF A PUMP OVER A 4-INCH STEEL WELL CASING, 37.5
 TG0204'FEET NORTH OF L 2 Z 1963, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TG0204'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0151 ***********************************************************************
 RS0151  DESIGNATION -  L 20
 RS0151  PID         -  RS0151
 RS0151  STATE/COUNTY-  ND/SLOPE
 RS0151  USGS QUAD   -  DAGLUM SE (1982)
 RS0151
 RS0151                         *CURRENT SURVEY CONTROL
 RS0151  ___________________________________________________________________
 RS0151* NAD 83(1986)-  46 31 33.     (N)    103 00 05.     (W)     SCALED    
 RS0151* NAVD 88     -       819.749  (meters)    2689.46   (feet)  ADJUSTED  
 RS0151  ___________________________________________________________________
 RS0151  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 RS0151  DYNAMIC HT  -         819.703 (meters)    2689.31  (feet)  COMP
 RS0151  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 RS0151
 RS0151  VERT ORDER  -  FIRST     CLASS II
 RS0151
 RS0151.The horizontal coordinates were scaled from a topographic map and have
 RS0151.an estimated accuracy of +/- 6 seconds.
 RS0151
 RS0151.The orthometric height was determined by differential leveling
 RS0151.and adjusted by the National Geodetic Survey in June 1991..
 RS0151
 RS0151.The geoid height was determined by GEOID03.
 RS0151
 RS0151.The dynamic height is computed by dividing the NAVD 88
 RS0151.geopotential number by the normal gravity value computed on the
 RS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0151.degrees latitude (g = 980.6199 gals.).
 RS0151
 RS0151.The modeled gravity was interpolated from observed gravity values.
 RS0151
 RS0151;                    North         East    Units  Estimated Accuracy
 RS0151;SPC ND S     -    98,560.      408,120.      MT  (+/- 180 meters Scaled)
 RS0151
 RS0151                          SUPERSEDED SURVEY CONTROL
 RS0151
 RS0151  NGVD 29 (??/??/92)  819.224  (m)         2687.74   (f) ADJ UNCH    1 2
 RS0151
 RS0151.Superseded values are not recommended for survey control.
 RS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0151.See file dsdata.txt to determine how the superseded data were derived.
 RS0151
 RS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM532544(NAD 83)
 RS0151_MARKER: DB = BENCH MARK DISK
 RS0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0151_STAMPING: L 20 1934
 RS0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0151+STABILITY: SURFACE MOTION
 RS0151
 RS0151  HISTORY     - Date     Condition        Report By
 RS0151  HISTORY     - 1934     MONUMENTED       CGS
 RS0151  HISTORY     - 1960     MARK NOT FOUND   USGS
 RS0151
 RS0151                          STATION DESCRIPTION
 RS0151
 RS0151'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 RS0151'7.3 MI W FROM NEW ENGLAND.
 RS0151'IN SLOPE COUNTY, 7.3 MILES WEST ALONG STATE HIGHWAY 21 FROM NEW
 RS0151'ENGLAND, HETTINGER COUNTY, ABOUT 500 YARDS SOUTH OF A LARGE BARN AND
 RS0151'FARMHOUSE, 35 FEET NORTH OF CENTERLINE OF HIGHWAY AND 3 FEET NORTH OF
 RS0151'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 20 1934 AND SET IN
 RS0151'THE TOP OF A CONCRETE POST.  NOTE-- USGS REPORT-- RIGHT-OF-WAY FENCE
 RS0151'IS NOW 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND IT APPEARS
 RS0151'AS THOUGH A GREAT DEAL OF EARTH HAS BEEN MOVED BETWEEN THE FENCE AND
 RS0151'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0785 ***********************************************************************
 SM0785  DESIGNATION -  L 203
 SM0785  PID         -  SM0785
 SM0785  STATE/COUNTY-  ND/EDDY
 SM0785  USGS QUAD   -  NEW ROCKFORD SE (1950)
 SM0785
 SM0785                         *CURRENT SURVEY CONTROL
 SM0785  ___________________________________________________________________
 SM0785* NAD 83(1986)-  47 35 15.     (N)    099 03 12.     (W)     SCALED    
 SM0785* NAVD 88     -       467.022  (meters)    1532.22   (feet)  ADJUSTED  
 SM0785  ___________________________________________________________________
 SM0785  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SM0785  DYNAMIC HT  -         467.069 (meters)    1532.38  (feet)  COMP
 SM0785  MODELED GRAV-     980,698.2   (mgal)                       NAVD 88
 SM0785
 SM0785  VERT ORDER  -  SECOND    CLASS 0
 SM0785
 SM0785.The horizontal coordinates were scaled from a topographic map and have
 SM0785.an estimated accuracy of +/- 6 seconds.
 SM0785
 SM0785.The orthometric height was determined by differential leveling
 SM0785.and adjusted by the National Geodetic Survey in June 1991..
 SM0785
 SM0785.The geoid height was determined by GEOID03.
 SM0785
 SM0785.The dynamic height is computed by dividing the NAVD 88
 SM0785.geopotential number by the normal gravity value computed on the
 SM0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0785.degrees latitude (g = 980.6199 gals.).
 SM0785
 SM0785.The modeled gravity was interpolated from observed gravity values.
 SM0785
 SM0785;                    North         East    Units  Estimated Accuracy
 SM0785;SPC ND N     -    66,340.      708,810.      MT  (+/- 180 meters Scaled)
 SM0785
 SM0785                          SUPERSEDED SURVEY CONTROL
 SM0785
 SM0785  NGVD 29 (??/??/92)  466.622  (m)         1530.91   (f) ADJ UNCH    2 0
 SM0785
 SM0785.Superseded values are not recommended for survey control.
 SM0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0785.See file dsdata.txt to determine how the superseded data were derived.
 SM0785
 SM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT959704(NAD 83)
 SM0785_MARKER: DB = BENCH MARK DISK
 SM0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0785_STAMPING: L-203 1935
 SM0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0785+STABILITY: SURFACE MOTION
 SM0785
 SM0785  HISTORY     - Date     Condition        Report By
 SM0785  HISTORY     - 1935     MONUMENTED       CGS
 SM0785  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0785
 SM0785                          STATION DESCRIPTION
 SM0785
 SM0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0785'5.1 MI NE FROM BARLOW.
 SM0785'1.2 MILE NORTH ALONG N.P. RY. AND 3.9 MILE EAST ALONG SECTION ROAD,
 SM0785'FROM NORTHERN PACIFIC RY. STATION T 147 - 148 N, R 66 W, CORNER COMMON
 SM0785'TO SECS. 34, 35, 2 AND 3.  42.7 FEET NORTHWEST OF INTERSECTION OF
 SM0785'ROADS.  19.6 FEET WEST OF NORTH-SOUTH ROAD.  11.1 FT. NORTH OF
 SM0785'SOUTHEAST CORNER OF FENCE.  1.1 FEET EAST OF NORTH-SOUTH FENCE. TABLET
 SM0785'SET IN PRECAST CONCRETE POST.
 SM0785
 SM0785                          STATION RECOVERY (1960)
 SM0785
 SM0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0608 ***********************************************************************
 SM0608  DESIGNATION -  L 204
 SM0608  PID         -  SM0608
 SM0608  STATE/COUNTY-  ND/FOSTER
 SM0608  USGS QUAD   -  BORDULAC NE (1951)
 SM0608
 SM0608                         *CURRENT SURVEY CONTROL
 SM0608  ___________________________________________________________________
 SM0608* NAD 83(1986)-  47 28 39.     (N)    098 49 10.     (W)     SCALED    
 SM0608* NAVD 88     -       473.064  (meters)    1552.04   (feet)  ADJUSTED  
 SM0608  ___________________________________________________________________
 SM0608  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 SM0608  DYNAMIC HT  -         473.121 (meters)    1552.23  (feet)  COMP
 SM0608  MODELED GRAV-     980,719.1   (mgal)                       NAVD 88
 SM0608
 SM0608  VERT ORDER  -  SECOND    CLASS 0
 SM0608
 SM0608.The horizontal coordinates were scaled from a topographic map and have
 SM0608.an estimated accuracy of +/- 6 seconds.
 SM0608
 SM0608.The orthometric height was determined by differential leveling
 SM0608.and adjusted by the National Geodetic Survey in June 1991..
 SM0608
 SM0608.The geoid height was determined by GEOID03.
 SM0608
 SM0608.The dynamic height is computed by dividing the NAVD 88
 SM0608.geopotential number by the normal gravity value computed on the
 SM0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0608.degrees latitude (g = 980.6199 gals.).
 SM0608
 SM0608.The modeled gravity was interpolated from observed gravity values.
 SM0608
 SM0608;                    North         East    Units  Estimated Accuracy
 SM0608;SPC ND N     -    54,470.      726,660.      MT  (+/- 180 meters Scaled)
 SM0608
 SM0608                          SUPERSEDED SURVEY CONTROL
 SM0608
 SM0608  NGVD 29 (??/??/92)  472.693  (m)         1550.83   (f) ADJ UNCH    2 0
 SM0608
 SM0608.Superseded values are not recommended for survey control.
 SM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0608.See file dsdata.txt to determine how the superseded data were derived.
 SM0608
 SM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT136582(NAD 83)
 SM0608_MARKER: DB = BENCH MARK DISK
 SM0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0608_STAMPING: L 204 1935
 SM0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0608+STABILITY: SURFACE MOTION
 SM0608
 SM0608  HISTORY     - Date     Condition        Report By
 SM0608  HISTORY     - 1935     MONUMENTED       CGS
 SM0608  HISTORY     - 1966     GOOD             NGS
 SM0608
 SM0608                          STATION DESCRIPTION
 SM0608
 SM0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 SM0608'5 MI SSW FROM GRACE CITY.
 SM0608'3.5 MILES SOUTH ALONG SECTION LINE ROAD FROM GRACE CITY, 1.0 MILE WEST
 SM0608'ALONG A SECTION LINE ROAD, 1 1/2 MILES SOUTH ALONG A SECTION LINE ROAD
 SM0608'TO A FARMHOUSE AND THE MARK ON THE RIGHT.  IT IS 42 1/2 FEET ENE OF
 SM0608'THE SOUTHEAST CORNER OF A FARMHOUSE, 38 FEET ESE OF THE NORTHEAST
 SM0608'CORNER OF THE HOUSE AND 28 FEET NORTH OF A TELEPHONE POLE. A STANDARD
 SM0608'DISK STAMPED L 204 1935 AND SET IN THE TOP OF A CONCRETE POST
 SM0608'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0641 ***********************************************************************
 SM0641  DESIGNATION -  L 207
 SM0641  PID         -  SM0641
 SM0641  STATE/COUNTY-  ND/STUTSMAN
 SM0641  USGS QUAD   -  SPIRITWOOD LAKE (1951)
 SM0641
 SM0641                         *CURRENT SURVEY CONTROL
 SM0641  ___________________________________________________________________
 SM0641* NAD 83(1986)-  47 02 11.     (N)    098 30 32.     (W)     SCALED    
 SM0641* NAVD 88     -       458.078  (meters)    1502.88   (feet)  ADJUSTED  
 SM0641  ___________________________________________________________________
 SM0641  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 SM0641  DYNAMIC HT  -         458.108 (meters)    1502.98  (feet)  COMP
 SM0641  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 SM0641
 SM0641  VERT ORDER  -  SECOND    CLASS 0
 SM0641
 SM0641.The horizontal coordinates were scaled from a topographic map and have
 SM0641.an estimated accuracy of +/- 6 seconds.
 SM0641
 SM0641.The orthometric height was determined by differential leveling
 SM0641.and adjusted by the National Geodetic Survey in June 1991..
 SM0641
 SM0641.The geoid height was determined by GEOID03.
 SM0641
 SM0641.The dynamic height is computed by dividing the NAVD 88
 SM0641.geopotential number by the normal gravity value computed on the
 SM0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0641.degrees latitude (g = 980.6199 gals.).
 SM0641
 SM0641.The modeled gravity was interpolated from observed gravity values.
 SM0641
 SM0641;                    North         East    Units  Estimated Accuracy
 SM0641;SPC ND S     -   154,170.      751,310.      MT  (+/- 180 meters Scaled)
 SM0641
 SM0641                          SUPERSEDED SURVEY CONTROL
 SM0641
 SM0641  NGVD 29 (??/??/92)  457.703  (m)         1501.65   (f) ADJ UNCH    2 0
 SM0641
 SM0641.Superseded values are not recommended for survey control.
 SM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0641.See file dsdata.txt to determine how the superseded data were derived.
 SM0641
 SM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT373093(NAD 83)
 SM0641_MARKER: DB = BENCH MARK DISK
 SM0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0641_STAMPING: L 207 1935
 SM0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0641+STABILITY: SURFACE MOTION
 SM0641
 SM0641  HISTORY     - Date     Condition        Report By
 SM0641  HISTORY     - 1935     MONUMENTED       CGS
 SM0641  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0641
 SM0641                          STATION DESCRIPTION
 SM0641
 SM0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0641'7.2 MI N FROM SPIRITWOOD.
 SM0641'7.2 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 SM0641'HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, AT THE NORTHWEST CORNER OF
 SM0641'SECTION 14, T. 141 N., R. 62 W., 175 FEET SOUTHEAST OF THE CENTER OF A
 SM0641'ROAD INTERSECTION, 150 FEET WEST OF THE M.H. ACKERMAN FARMHOUSE, 62.4
 SM0641'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1.7 FEET EAST OF A
 SM0641'POLE.  A STANDARD DISK, STAMPED L 207 1935 AND SET IN THE TOP OF A
 SM0641'CONCRETE POST.  NOTE-- LOCATION IS IN THE BOTTOM OF THE PRESENT GRADER
 SM0641'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0637 ***********************************************************************
 SM0637  DESIGNATION -  L 208
 SM0637  PID         -  SM0637
 SM0637  STATE/COUNTY-  ND/STUTSMAN
 SM0637  USGS QUAD   -  SPIRITWOOD LAKE (1951)
 SM0637
 SM0637                         *CURRENT SURVEY CONTROL
 SM0637  ___________________________________________________________________
 SM0637* NAD 83(1986)-  47 06 34.     (N)    098 31 50.     (W)     SCALED    
 SM0637* NAVD 88     -       453.058  (meters)    1486.41   (feet)  ADJUSTED  
 SM0637  ___________________________________________________________________
 SM0637  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 SM0637  DYNAMIC HT  -         453.090 (meters)    1486.51  (feet)  COMP
 SM0637  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 SM0637
 SM0637  VERT ORDER  -  SECOND    CLASS 0
 SM0637
 SM0637.The horizontal coordinates were scaled from a topographic map and have
 SM0637.an estimated accuracy of +/- 6 seconds.
 SM0637
 SM0637.The orthometric height was determined by differential leveling
 SM0637.and adjusted by the National Geodetic Survey in June 1991..
 SM0637
 SM0637.The geoid height was determined by GEOID03.
 SM0637
 SM0637.The dynamic height is computed by dividing the NAVD 88
 SM0637.geopotential number by the normal gravity value computed on the
 SM0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0637.degrees latitude (g = 980.6199 gals.).
 SM0637
 SM0637.The modeled gravity was interpolated from observed gravity values.
 SM0637
 SM0637;                    North         East    Units  Estimated Accuracy
 SM0637;SPC ND S     -   162,250.      749,460.      MT  (+/- 180 meters Scaled)
 SM0637
 SM0637                          SUPERSEDED SURVEY CONTROL
 SM0637
 SM0637  NGVD 29 (??/??/92)  452.684  (m)         1485.18   (f) ADJ UNCH    2 0
 SM0637
 SM0637.Superseded values are not recommended for survey control.
 SM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0637.See file dsdata.txt to determine how the superseded data were derived.
 SM0637
 SM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT356174(NAD 83)
 SM0637_MARKER: DB = BENCH MARK DISK
 SM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0637_STAMPING: L 208 1935
 SM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0637+STABILITY: SURFACE MOTION
 SM0637
 SM0637  HISTORY     - Date     Condition        Report By
 SM0637  HISTORY     - 1935     MONUMENTED       CGS
 SM0637  HISTORY     - 1961     GOOD             NGS
 SM0637  HISTORY     - 1970     MARK NOT FOUND   USGS
 SM0637
 SM0637                          STATION DESCRIPTION
 SM0637
 SM0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0637'13.2 MI NNW FROM SPIRITWOOD.
 SM0637'12.2 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 SM0637'HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, THENCE 1.0 MILE WEST ALONG
 SM0637'A SECTION-LINE ROAD.  0.1 MILE NORTH OF A SLOUGH IN A PASTURE, AT THE
 SM0637'NORTHWEST CORNER OF SECTION 22, T. 142 N., R. 62 W., 55.4 FEET
 SM0637'SOUTHEAST OF THE NORTHEAST CORNER OF A PASTURE FENCE, 24.7 FEET EAST
 SM0637'OF THE CENTER LINE OF A NORTH-AND-SOUTH ROAD, AND 1.6 FEET WEST OF A
 SM0637'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED L 208 1935 AND SET IN
 SM0637'THE TOP OF A CONCRETE POST.  NOTE-- FENCES ARE NO LONGER PRESENT. AREA
 SM0637'UNDER CULTIVATION.
 SM0637
 SM0637                          STATION RECOVERY (1970)
 SM0637
 SM0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 SM0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0331 ***********************************************************************
 RR0331  DESIGNATION -  L 21
 RR0331  PID         -  RR0331
 RR0331  STATE/COUNTY-  ND/MORTON
 RR0331  USGS QUAD   -  NEW SALEM (1980)
 RR0331
 RR0331                         *CURRENT SURVEY CONTROL
 RR0331  ___________________________________________________________________
 RR0331* NAD 83(1986)-  46 45 59.     (N)    101 23 03.     (W)     SCALED    
 RR0331* NAVD 88     -       677.530  (meters)    2222.86   (feet)  ADJUSTED  
 RR0331  ___________________________________________________________________
 RR0331  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 RR0331  DYNAMIC HT  -         677.526 (meters)    2222.85  (feet)  COMP
 RR0331  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 RR0331
 RR0331  VERT ORDER  -  FIRST     CLASS II
 RR0331
 RR0331.The horizontal coordinates were scaled from a topographic map and have
 RR0331.an estimated accuracy of +/- 6 seconds.
 RR0331
 RR0331.The orthometric height was determined by differential leveling
 RR0331.and adjusted by the National Geodetic Survey in June 1991..
 RR0331
 RR0331.The geoid height was determined by GEOID03.
 RR0331
 RR0331.The dynamic height is computed by dividing the NAVD 88
 RR0331.geopotential number by the normal gravity value computed on the
 RR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0331.degrees latitude (g = 980.6199 gals.).
 RR0331
 RR0331.The modeled gravity was interpolated from observed gravity values.
 RR0331
 RR0331;                    North         East    Units  Estimated Accuracy
 RR0331;SPC ND S     -   122,620.      532,470.      MT  (+/- 180 meters Scaled)
 RR0331
 RR0331                          SUPERSEDED SURVEY CONTROL
 RR0331
 RR0331  NGVD 29 (??/??/92)  677.092  (m)         2221.43   (f) ADJ UNCH    1 2
 RR0331
 RR0331.Superseded values are not recommended for survey control.
 RR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0331.See file dsdata.txt to determine how the superseded data were derived.
 RR0331
 RR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS179819(NAD 83)
 RR0331_MARKER: DB = BENCH MARK DISK
 RR0331_SETTING: 80 = SET IN A BOULDER
 RR0331_SP_SET: BOULDER
 RR0331_STAMPING: L 21 1933
 RR0331_MARK LOGO: CGS   
 RR0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0331+STABILITY: SURFACE MOTION
 RR0331
 RR0331  HISTORY     - Date     Condition        Report By
 RR0331  HISTORY     - 1933     MONUMENTED       CGS
 RR0331  HISTORY     - 1956     GOOD             NGS
 RR0331  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0331  HISTORY     - 1985     GOOD             NGS
 RR0331
 RR0331                          STATION DESCRIPTION
 RR0331
 RR0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0331'6.4 MI S FROM NEW SALEM.
 RR0331'6.4 MILES SOUTH ALONG STATE HIGHWAY 31 FROM NEW SALEM, MORTON COUNTY
 RR0331'0.1 MILE SOUTH OF A SIDE ROAD LEADING WEST, ON THE TOP OF A KNOLL, 134
 RR0331'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 RR0331'GRANITE BOULDER.  A STANDARD DISK, STAMPED L 21 1933.
 RR0331
 RR0331                          STATION RECOVERY (1982)
 RR0331
 RR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0331'MARK NOT FOUND.
 RR0331
 RR0331                          STATION RECOVERY (1985)
 RR0331
 RR0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0331'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 RR0331'ADD--21.0 METERS (69 FT) EAST OF THE RIGHT-OF-WAY FENCE AND WITNESS
 RR0331'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0397 ***********************************************************************
 TD0397  DESIGNATION -  L 211
 TD0397  PID         -  TD0397
 TD0397  STATE/COUNTY-  ND/WALSH
 TD0397  USGS QUAD   -  EDINBURG NW (1972)
 TD0397
 TD0397                         *CURRENT SURVEY CONTROL
 TD0397  ___________________________________________________________________
 TD0397* NAD 83(1986)-  48 29 32.     (N)    097 55 48.     (W)     SCALED    
 TD0397* NAVD 88     -       401.567  (meters)    1317.47   (feet)  ADJUSTED  
 TD0397  ___________________________________________________________________
 TD0397  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 TD0397  DYNAMIC HT  -         401.648 (meters)    1317.74  (feet)  COMP
 TD0397  MODELED GRAV-     980,802.2   (mgal)                       NAVD 88
 TD0397
 TD0397  VERT ORDER  -  SECOND    CLASS 0
 TD0397
 TD0397.The horizontal coordinates were scaled from a topographic map and have
 TD0397.an estimated accuracy of +/- 6 seconds.
 TD0397
 TD0397.The orthometric height was determined by differential leveling
 TD0397.and adjusted by the National Geodetic Survey in June 1991..
 TD0397
 TD0397.The geoid height was determined by GEOID03.
 TD0397
 TD0397.The dynamic height is computed by dividing the NAVD 88
 TD0397.geopotential number by the normal gravity value computed on the
 TD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0397.degrees latitude (g = 980.6199 gals.).
 TD0397
 TD0397.The modeled gravity was interpolated from observed gravity values.
 TD0397
 TD0397;                    North         East    Units  Estimated Accuracy
 TD0397;SPC ND N     -   169,080.      789,910.      MT  (+/- 180 meters Scaled)
 TD0397
 TD0397                          SUPERSEDED SURVEY CONTROL
 TD0397
 TD0397  NGVD 29 (??/??/92)  401.206  (m)         1316.29   (f) ADJ UNCH    2 0
 TD0397
 TD0397.Superseded values are not recommended for survey control.
 TD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0397.See file dsdata.txt to determine how the superseded data were derived.
 TD0397
 TD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU790715(NAD 83)
 TD0397_MARKER: DB = BENCH MARK DISK
 TD0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0397_STAMPING: L 211 1935
 TD0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0397+STABILITY: SURFACE MOTION
 TD0397
 TD0397  HISTORY     - Date     Condition        Report By
 TD0397  HISTORY     - 1935     MONUMENTED       CGS
 TD0397  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0397
 TD0397                          STATION DESCRIPTION
 TD0397
 TD0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0397'3.4 MI W FROM EDINBURG.
 TD0397'3.4 MILES WEST ALONG COUNTY ROAD 9 FROM THE GREAT NORTHERN RAILWAY
 TD0397'STATION AT EDINBURG, WALSH COUNTY, AT THE NORTHEAST CORNER OF THE SE.
 TD0397'1/4, SEC. 24, T. 158 N., R. 57 W., 175 YARDS NORTH OF THE WILLIAM
 TD0397'GEMMIL FARMHOUSE, AT THE JUNCTION OF A DRIVE LEADING TO THE HOUSE,
 TD0397'79.0 FEET WEST OF THE DRIVE, 29.6 FEET SOUTH OF THE CENTERLINE OF THE
 TD0397'ROAD, AND 0.7 FOOT EAST OF A WHITE MARKER POST.  A STANDARD DISK,
 TD0397'STAMPED L 211 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TD0397'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0301 ***********************************************************************
 RR0301  DESIGNATION -  L 212
 RR0301  PID         -  RR0301
 RR0301  STATE/COUNTY-  ND/BURLEIGH
 RR0301  USGS QUAD   -  BURNT BUTTE (1979)
 RR0301
 RR0301                         *CURRENT SURVEY CONTROL
 RR0301  ___________________________________________________________________
 RR0301* NAD 83(1986)-  46 58 38.     (N)    100 45 36.     (W)     SCALED    
 RR0301* NAVD 88     -       561.630  (meters)    1842.61   (feet)  ADJUSTED  
 RR0301  ___________________________________________________________________
 RR0301  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0301  DYNAMIC HT  -         561.635 (meters)    1842.63  (feet)  COMP
 RR0301  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RR0301
 RR0301  VERT ORDER  -  FIRST     CLASS II
 RR0301
 RR0301.The horizontal coordinates were scaled from a topographic map and have
 RR0301.an estimated accuracy of +/- 6 seconds.
 RR0301
 RR0301.The orthometric height was determined by differential leveling
 RR0301.and adjusted by the National Geodetic Survey in June 1991..
 RR0301
 RR0301.The geoid height was determined by GEOID03.
 RR0301
 RR0301.The dynamic height is computed by dividing the NAVD 88
 RR0301.geopotential number by the normal gravity value computed on the
 RR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0301.degrees latitude (g = 980.6199 gals.).
 RR0301
 RR0301.The modeled gravity was interpolated from observed gravity values.
 RR0301
 RR0301;                    North         East    Units  Estimated Accuracy
 RR0301;SPC ND S     -   145,710.      580,220.      MT  (+/- 180 meters Scaled)
 RR0301
 RR0301                          SUPERSEDED SURVEY CONTROL
 RR0301
 RR0301  NGVD 29 (??/??/92)  561.200  (m)         1841.20   (f) ADJ UNCH    1 2
 RR0301
 RR0301.Superseded values are not recommended for survey control.
 RR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0301.See file dsdata.txt to determine how the superseded data were derived.
 RR0301
 RR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT661041(NAD 83)
 RR0301_MARKER: DB = BENCH MARK DISK
 RR0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0301_STAMPING: L 212 1962
 RR0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0301+STABILITY: SURFACE MOTION
 RR0301
 RR0301  HISTORY     - Date     Condition        Report By
 RR0301  HISTORY     - 1962     MONUMENTED       CGS
 RR0301
 RR0301                          STATION DESCRIPTION
 RR0301
 RR0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0301'3.5 MI S FROM BALDWIN.
 RR0301'ABOUT 3.5 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0301'STATION AT BALDWIN, AT MILEPOST 546, 43.5 FEET WEST OF THE WEST RAIL,
 RR0301'14.5 FEET WEST OF THE MILEPOST, 1.6 FEET EAST OF A FENCE LINE, 1.4
 RR0301'FEET NORTH OF A WITNESS POST, ABOUT 4.5 FEET ABOVE THE TRACK, SET IN
 RR0301'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0836 ***********************************************************************
 SN0836  DESIGNATION -  L 213
 SN0836  PID         -  SN0836
 SN0836  STATE/COUNTY-  ND/MCLEAN
 SN0836  USGS QUAD   -  WASHBURN (1980)
 SN0836
 SN0836                         *CURRENT SURVEY CONTROL
 SN0836  ___________________________________________________________________
 SN0836* NAD 83(1986)-  47 21 23.     (N)    101 04 44.     (W)     SCALED    
 SN0836* NAVD 88     -       572.973  (meters)    1879.83   (feet)  ADJUSTED  
 SN0836  ___________________________________________________________________
 SN0836  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SN0836  DYNAMIC HT  -         573.017 (meters)    1879.97  (feet)  COMP
 SN0836  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 SN0836
 SN0836  VERT ORDER  -  FIRST     CLASS II
 SN0836
 SN0836.The horizontal coordinates were scaled from a topographic map and have
 SN0836.an estimated accuracy of +/- 6 seconds.
 SN0836
 SN0836.The orthometric height was determined by differential leveling
 SN0836.and adjusted by the National Geodetic Survey in June 1991..
 SN0836
 SN0836.The geoid height was determined by GEOID03.
 SN0836
 SN0836.The dynamic height is computed by dividing the NAVD 88
 SN0836.geopotential number by the normal gravity value computed on the
 SN0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0836.degrees latitude (g = 980.6199 gals.).
 SN0836
 SN0836.The modeled gravity was interpolated from observed gravity values.
 SN0836
 SN0836;                    North         East    Units  Estimated Accuracy
 SN0836;SPC ND N     -    39,790.      556,270.      MT  (+/- 180 meters Scaled)
 SN0836
 SN0836                          SUPERSEDED SURVEY CONTROL
 SN0836
 SN0836  NGVD 29 (??/??/92)  572.563  (m)         1878.48   (f) ADJ UNCH    1 2
 SN0836
 SN0836.Superseded values are not recommended for survey control.
 SN0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0836.See file dsdata.txt to determine how the superseded data were derived.
 SN0836
 SN0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT430468(NAD 83)
 SN0836_MARKER: DB = BENCH MARK DISK
 SN0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0836_STAMPING: L 213 1962
 SN0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0836+STABILITY: SURFACE MOTION
 SN0836
 SN0836  HISTORY     - Date     Condition        Report By
 SN0836  HISTORY     - 1962     MONUMENTED       CGS
 SN0836  HISTORY     - 1982     GOOD             NGS
 SN0836
 SN0836                          STATION DESCRIPTION
 SN0836
 SN0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0836'1 MI SE FROM FALKIRK.
 SN0836'1 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0836'FALKIRK AT A T ROAD JUNCTION, 60 FEET SOUTHWEST OF THE CENTERLINE OF
 SN0836'THE JUNCTION, 48 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 35
 SN0836'FEET WEST OF THE CENTERLINE OF A ROAD, 4 FEET NORTH OF A POWER POLE, 2
 SN0836'FEET EAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE GRAVELED
 SN0836'ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0836
 SN0836                          STATION RECOVERY (1982)
 SN0836
 SN0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0541 ***********************************************************************
 SN0541  DESIGNATION -  L 214
 SN0541  PID         -  SN0541
 SN0541  STATE/COUNTY-  ND/MCLEAN
 SN0541  USGS QUAD   -  GARRISON (1981)
 SN0541
 SN0541                         *CURRENT SURVEY CONTROL
 SN0541  ___________________________________________________________________
 SN0541* NAD 83(1986)-  47 39 25.     (N)    101 25 02.     (W)     SCALED    
 SN0541* NAVD 88     -       591.928  (meters)    1942.02   (feet)  ADJUSTED  
 SN0541  ___________________________________________________________________
 SN0541  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 SN0541  DYNAMIC HT  -         591.980 (meters)    1942.19  (feet)  COMP
 SN0541  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 SN0541
 SN0541  VERT ORDER  -  FIRST     CLASS II
 SN0541
 SN0541.The horizontal coordinates were scaled from a topographic map and have
 SN0541.an estimated accuracy of +/- 6 seconds.
 SN0541
 SN0541.The orthometric height was determined by differential leveling
 SN0541.and adjusted by the National Geodetic Survey in June 1991..
 SN0541
 SN0541.The geoid height was determined by GEOID03.
 SN0541
 SN0541.The dynamic height is computed by dividing the NAVD 88
 SN0541.geopotential number by the normal gravity value computed on the
 SN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0541.degrees latitude (g = 980.6199 gals.).
 SN0541
 SN0541.The modeled gravity was interpolated from observed gravity values.
 SN0541
 SN0541;                    North         East    Units  Estimated Accuracy
 SN0541;SPC ND N     -    73,450.      531,100.      MT  (+/- 180 meters Scaled)
 SN0541
 SN0541                          SUPERSEDED SURVEY CONTROL
 SN0541
 SN0541  NGVD 29 (??/??/92)  591.534  (m)         1940.72   (f) ADJ UNCH    1 2
 SN0541
 SN0541.Superseded values are not recommended for survey control.
 SN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0541.See file dsdata.txt to determine how the superseded data were derived.
 SN0541
 SN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT184810(NAD 83)
 SN0541_MARKER: DB = BENCH MARK DISK
 SN0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0541_SP_SET: BUILDING WALL
 SN0541_STAMPING: L 214 1962
 SN0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SN0541+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1996
 SN0541
 SN0541  HISTORY     - Date     Condition        Report By
 SN0541  HISTORY     - 1962     MONUMENTED       CGS
 SN0541  HISTORY     - 19960630 GOOD             NGS
 SN0541
 SN0541                          STATION DESCRIPTION
 SN0541
 SN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0541'IN GARRISON.
 SN0541'AT GARRISON, IN THE GARRISON HIGH SCHOOL BUILDING, SET VERTICALLY IN
 SN0541'THE SOUTH FACE OF THE WALL AT THE SOUTHEAST CORNER OF THE BUILDING,
 SN0541'NEAR THE FLAG POLE, 12.5 FEET EAST OF THE EAST ONE TWO ENTRANCES, 3.2
 SN0541'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 2.3 FEET ABOVE THE
 SN0541'SIDEWALK, ABOUT 3 FEET ABOVE THE STREET, A DISK DRILLED IN VERTICALLY.
 SN0541
 SN0541                          STATION RECOVERY (1996)
 SN0541
 SN0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 SN0541'GRAVITY STATION 'GARRISON K', IGB 15571K, IS 1.05 FEET BELOW ON
 SN0541'FLAGPOLE BASE.  IT WAS FORMERLY MARKED BY A USAF GRAVITY DISK, OF
 SN0541'WHICH ONLY AN EPOXY RING REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1024 ***********************************************************************
 SN1024  DESIGNATION -  L 215
 SN1024  PID         -  SN1024
 SN1024  STATE/COUNTY-  ND/WARD
 SN1024  USGS QUAD   -  RYDER (1981)
 SN1024
 SN1024                         *CURRENT SURVEY CONTROL
 SN1024  ___________________________________________________________________
 SN1024* NAD 83(1986)-  47 55 15.     (N)    101 40 19.     (W)     SCALED    
 SN1024* NAVD 88     -       641.921  (meters)    2106.04   (feet)  ADJUSTED  
 SN1024  ___________________________________________________________________
 SN1024  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1024  DYNAMIC HT  -         642.003 (meters)    2106.30  (feet)  COMP
 SN1024  MODELED GRAV-     980,717.7   (mgal)                       NAVD 88
 SN1024
 SN1024  VERT ORDER  -  SECOND    CLASS 0
 SN1024
 SN1024.The horizontal coordinates were scaled from a topographic map and have
 SN1024.an estimated accuracy of +/- 6 seconds.
 SN1024
 SN1024.The orthometric height was determined by differential leveling
 SN1024.and adjusted by the National Geodetic Survey in June 1991..
 SN1024
 SN1024.The geoid height was determined by GEOID03.
 SN1024
 SN1024.The dynamic height is computed by dividing the NAVD 88
 SN1024.geopotential number by the normal gravity value computed on the
 SN1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1024.degrees latitude (g = 980.6199 gals.).
 SN1024
 SN1024.The modeled gravity was interpolated from observed gravity values.
 SN1024
 SN1024;                    North         East    Units  Estimated Accuracy
 SN1024;SPC ND N     -   103,050.      512,420.      MT  (+/- 180 meters Scaled)
 SN1024
 SN1024                          SUPERSEDED SURVEY CONTROL
 SN1024
 SN1024  NGVD 29 (??/??/92)  641.514  (m)         2104.70   (f) ADJ UNCH    2 0
 SN1024
 SN1024.Superseded values are not recommended for survey control.
 SN1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1024.See file dsdata.txt to determine how the superseded data were derived.
 SN1024
 SN1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU003109(NAD 83)
 SN1024_MARKER: DB = BENCH MARK DISK
 SN1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1024_STAMPING: L 215 1962
 SN1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1024+STABILITY: SURFACE MOTION
 SN1024
 SN1024  HISTORY     - Date     Condition        Report By
 SN1024  HISTORY     - 1962     MONUMENTED       CGS
 SN1024
 SN1024                          STATION DESCRIPTION
 SN1024
 SN1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1024'0.55 MI NE FROM RYDER.
 SN1024'0.4 MILE NORTH ALONG MAIN STREET FROM THE MINNEAPOLIS ST. PAUL AND
 SN1024'SAULT STE. MARIE RAILROAD STATION AT RYDER, THENCE 0.05 MILE EAST
 SN1024'ALONG A GRAVEL STREET, THENCE 0.1 MILE NORTH ALONG A GRAVEL ROAD, 77
 SN1024'FEET EAST OF THE CENTERLINE OF THE ROAD, 103 FEET NORTH OF THE
 SN1024'CENTERLINE OF A DRIVEWAY, 1.5 FEET NORTH OF THE NORTHWEST CORNER OF A
 SN1024'PRIVATELY OWNED HANGAR AT THE RYDER AIRPORT, ABOUT 1 FOOT ABOVE THE
 SN1024'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1024'0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN1024'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1100 ***********************************************************************
 SN1100  DESIGNATION -  L 216
 SN1100  PID         -  SN1100
 SN1100  STATE/COUNTY-  ND/MCLEAN
 SN1100  USGS QUAD   -  EMMET (1956)
 SN1100
 SN1100                         *CURRENT SURVEY CONTROL
 SN1100  ___________________________________________________________________
 SN1100* NAD 83(1986)-  47 38 48.     (N)    101 40 30.     (W)     SCALED    
 SN1100* NAVD 88     -       605.281  (meters)    1985.83   (feet)  ADJUSTED  
 SN1100  ___________________________________________________________________
 SN1100  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 SN1100  DYNAMIC HT  -         605.338 (meters)    1986.01  (feet)  COMP
 SN1100  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 SN1100
 SN1100  VERT ORDER  -  SECOND    CLASS 0
 SN1100
 SN1100.The horizontal coordinates were scaled from a topographic map and have
 SN1100.an estimated accuracy of +/- 6 seconds.
 SN1100
 SN1100.The orthometric height was determined by differential leveling
 SN1100.and adjusted by the National Geodetic Survey in June 1991..
 SN1100
 SN1100.The geoid height was determined by GEOID03.
 SN1100
 SN1100.The dynamic height is computed by dividing the NAVD 88
 SN1100.geopotential number by the normal gravity value computed on the
 SN1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1100.degrees latitude (g = 980.6199 gals.).
 SN1100
 SN1100.The modeled gravity was interpolated from observed gravity values.
 SN1100
 SN1100;                    North         East    Units  Estimated Accuracy
 SN1100;SPC ND N     -    72,570.      511,730.      MT  (+/- 180 meters Scaled)
 SN1100
 SN1100                          SUPERSEDED SURVEY CONTROL
 SN1100
 SN1100  NGVD 29 (??/??/92)  604.862  (m)         1984.45   (f) ADJ UNCH    2 0
 SN1100
 SN1100.Superseded values are not recommended for survey control.
 SN1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1100.See file dsdata.txt to determine how the superseded data were derived.
 SN1100
 SN1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT991804(NAD 83)
 SN1100_MARKER: DB = BENCH MARK DISK
 SN1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1100_STAMPING: L 216 1962
 SN1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1100+STABILITY: SURFACE MOTION
 SN1100
 SN1100  HISTORY     - Date     Condition        Report By
 SN1100  HISTORY     - 1962     MONUMENTED       CGS
 SN1100  HISTORY     - 1963     GOOD             NGS
 SN1100
 SN1100                          STATION DESCRIPTION
 SN1100
 SN1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1100'1 MI W FROM EMMET.
 SN1100'1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET, AT A
 SN1100'ROAD INTERSECTION, 135 FEET NORTHEAST OF THE CENTER OF THE
 SN1100'INTERSECTION, 84 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 SN1100'324 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 37, 99 FEET EAST
 SN1100'OF THE CENTERLINE OF A ROAD, 3 FEET SOUTH OF A POWER POLE, 1.5 FEET
 SN1100'WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, A DISK
 SN1100'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN1100
 SN1100                          STATION RECOVERY (1963)
 SN1100
 SN1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1058 ***********************************************************************
 TF1058  DESIGNATION -  L 217
 TF1058  PID         -  TF1058
 TF1058  STATE/COUNTY-  ND/WARD
 TF1058  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1058
 TF1058                         *CURRENT SURVEY CONTROL
 TF1058  ___________________________________________________________________
 TF1058* NAD 83(1986)-  48 07 26.     (N)    101 17 45.     (W)     SCALED    
 TF1058* NAVD 88     -       541.572  (meters)    1776.81   (feet)  ADJUSTED  
 TF1058  ___________________________________________________________________
 TF1058  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 TF1058  DYNAMIC HT  -         541.651 (meters)    1777.07  (feet)  COMP
 TF1058  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 TF1058
 TF1058  VERT ORDER  -  FIRST     CLASS II
 TF1058
 TF1058.The horizontal coordinates were scaled from a topographic map and have
 TF1058.an estimated accuracy of +/- 6 seconds.
 TF1058
 TF1058.The orthometric height was determined by differential leveling
 TF1058.and adjusted by the National Geodetic Survey in June 1991..
 TF1058
 TF1058.The geoid height was determined by GEOID03.
 TF1058
 TF1058.The dynamic height is computed by dividing the NAVD 88
 TF1058.geopotential number by the normal gravity value computed on the
 TF1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1058.degrees latitude (g = 980.6199 gals.).
 TF1058
 TF1058.The modeled gravity was interpolated from observed gravity values.
 TF1058
 TF1058;                    North         East    Units  Estimated Accuracy
 TF1058;SPC ND N     -   125,260.      540,760.      MT  (+/- 180 meters Scaled)
 TF1058
 TF1058                          SUPERSEDED SURVEY CONTROL
 TF1058
 TF1058  NGVD 29 (??/??/92)  541.199  (m)         1775.58   (f) ADJ UNCH    1 2
 TF1058
 TF1058.Superseded values are not recommended for survey control.
 TF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1058.See file dsdata.txt to determine how the superseded data were derived.
 TF1058
 TF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU291326(NAD 83)
 TF1058_MARKER: DB = BENCH MARK DISK
 TF1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1058_SP_SET: BRIDGE
 TF1058_STAMPING: L 217 1962
 TF1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1058
 TF1058  HISTORY     - Date     Condition        Report By
 TF1058  HISTORY     - 1962     MONUMENTED       CGS
 TF1058
 TF1058                          STATION DESCRIPTION
 TF1058
 TF1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1058'7.4 MI S FROM MINOT.
 TF1058'7.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT, AT
 TF1058'THE JUNCTION WITH A GRADED ROAD WEST, SET IN THE TOP OF THE NORTH END
 TF1058'OF THE EAST GUARD RAIL TO A 30 FOOT LONG BRIDGE OVER A STREAM, 15 FEET
 TF1058'EAST OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET SOUTH OF THE NORTH END
 TF1058'OF THE GUARD RAIL, ABOUT 1.5 FEET ABOVE THE HIGHWAY, A DISK DRILLED IN
 TF1058'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1059 ***********************************************************************
 TF1059  DESIGNATION -  L 217 RESET
 TF1059  PID         -  TF1059
 TF1059  STATE/COUNTY-  ND/WARD
 TF1059  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1059
 TF1059                         *CURRENT SURVEY CONTROL
 TF1059  ___________________________________________________________________
 TF1059* NAD 83(1986)-  48 07 28.     (N)    101 17 49.     (W)     SCALED    
 TF1059* NAVD 88     -       543.110  (meters)    1781.85   (feet)  ADJUSTED  
 TF1059  ___________________________________________________________________
 TF1059  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 TF1059  DYNAMIC HT  -         543.190 (meters)    1782.12  (feet)  COMP
 TF1059  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 TF1059
 TF1059  VERT ORDER  -  FIRST     CLASS II
 TF1059
 TF1059.The horizontal coordinates were scaled from a topographic map and have
 TF1059.an estimated accuracy of +/- 6 seconds.
 TF1059
 TF1059.The orthometric height was determined by differential leveling
 TF1059.and adjusted by the National Geodetic Survey in June 1991..
 TF1059
 TF1059.The geoid height was determined by GEOID03.
 TF1059
 TF1059.The dynamic height is computed by dividing the NAVD 88
 TF1059.geopotential number by the normal gravity value computed on the
 TF1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1059.degrees latitude (g = 980.6199 gals.).
 TF1059
 TF1059.The modeled gravity was interpolated from observed gravity values.
 TF1059
 TF1059;                    North         East    Units  Estimated Accuracy
 TF1059;SPC ND N     -   125,320.      540,680.      MT  (+/- 180 meters Scaled)
 TF1059
 TF1059                          SUPERSEDED SURVEY CONTROL
 TF1059
 TF1059.No superseded survey control is available for this station.
 TF1059
 TF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290326(NAD 83)
 TF1059_MARKER: DB = BENCH MARK DISK
 TF1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1059_STAMPING: L 217 RESET 1964
 TF1059_MARK LOGO: CGS   
 TF1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1059+STABILITY: SURFACE MOTION
 TF1059
 TF1059  HISTORY     - Date     Condition        Report By
 TF1059  HISTORY     - 1964     MONUMENTED       CGS
 TF1059  HISTORY     - 1982     GOOD             NGS
 TF1059
 TF1059                          STATION DESCRIPTION
 TF1059
 TF1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1059'7.4 MI S FROM MINOT.
 TF1059'ABOUT 7.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1059'MINOT, WARD COUNTY, IN THE NORTHWEST ANGLE OF A T-INTERSECTION, 157
 TF1059'FEET WEST OF THE CENTERLINE OF WEST LANE OF THE DUAL HIGHWAY, ABOUT 72
 TF1059'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST AND 2 FEET SOUTH
 TF1059'OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 TF1059'PROJECTING 3 INCHES.
 TF1059
 TF1059                          STATION RECOVERY (1982)
 TF1059
 TF1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1059'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 TF1059'ADD 1.2 METERS (3.9 FT) NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 TF1059'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0479 ***********************************************************************
 SN0479  DESIGNATION -  L 218
 SN0479  PID         -  SN0479
 SN0479  STATE/COUNTY-  ND/MCLEAN
 SN0479  USGS QUAD   -  BENEDICT (1981)
 SN0479
 SN0479                         *CURRENT SURVEY CONTROL
 SN0479  ___________________________________________________________________
 SN0479* NAD 83(1986)-  47 50 05.     (N)    101 07 17.     (W)     SCALED    
 SN0479* NAVD 88     -       626.769  (meters)    2056.32   (feet)  ADJUSTED  
 SN0479  ___________________________________________________________________
 SN0479  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 SN0479  DYNAMIC HT  -         626.833 (meters)    2056.53  (feet)  COMP
 SN0479  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SN0479
 SN0479  VERT ORDER  -  SECOND    CLASS 0
 SN0479
 SN0479.The horizontal coordinates were scaled from a topographic map and have
 SN0479.an estimated accuracy of +/- 6 seconds.
 SN0479
 SN0479.The orthometric height was determined by differential leveling
 SN0479.and adjusted by the National Geodetic Survey in June 1991..
 SN0479
 SN0479.The geoid height was determined by GEOID03.
 SN0479
 SN0479.The dynamic height is computed by dividing the NAVD 88
 SN0479.geopotential number by the normal gravity value computed on the
 SN0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0479.degrees latitude (g = 980.6199 gals.).
 SN0479
 SN0479.The modeled gravity was interpolated from observed gravity values.
 SN0479
 SN0479;                    North         East    Units  Estimated Accuracy
 SN0479;SPC ND N     -    92,990.      553,480.      MT  (+/- 180 meters Scaled)
 SN0479
 SN0479                          SUPERSEDED SURVEY CONTROL
 SN0479
 SN0479  NGVD 29 (??/??/92)  626.380  (m)         2055.05   (f) ADJ UNCH    2 0
 SN0479
 SN0479.Superseded values are not recommended for survey control.
 SN0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0479.See file dsdata.txt to determine how the superseded data were derived.
 SN0479
 SN0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU412001(NAD 83)
 SN0479_MARKER: DB = BENCH MARK DISK
 SN0479_SETTING: 80 = SET IN A BOULDER
 SN0479_STAMPING: L 218 1962
 SN0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0479+STABILITY: SURFACE MOTION
 SN0479
 SN0479  HISTORY     - Date     Condition        Report By
 SN0479  HISTORY     - 1962     MONUMENTED       CGS
 SN0479
 SN0479                          STATION DESCRIPTION
 SN0479
 SN0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0479'1.8 MI W FROM BENEDICT.
 SN0479'ABOUT 1.8 MILE WEST ALONG THE MINNEAPOLIS ST PAUL AND SAULT STE MARIE
 SN0479'RAILROAD FROM THE STATION AT BENEDICT, ABOUT 0.25 MILE WEST OF
 SN0479'MILEPOST 458, AT AN ABANDONED ROAD CROSSING, SET IN THE TOP OF AN
 SN0479'EMBEDDED BOLDER THAT IS ABOUT 2 FEET LONG AND 1.5 FEET WIDE, 114 FEET
 SN0479'SOUTH AND ACROSS THE ROAD FROM THE SOUTH RAIL, 21 FEET SOUTHEAST OF
 SN0479'THE CENTERLINE OF THE ROAD, ABOUT 6 FEET BELOW THE TRACK, A DISK
 SN0479'DRILLED IN HORIZONTALLY.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0479'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0043 ***********************************************************************
 SN0043  DESIGNATION -  L 219
 SN0043  PID         -  SN0043
 SN0043  STATE/COUNTY-  ND/MCHENRY
 SN0043  USGS QUAD   -  DRAKE NW (1977)
 SN0043
 SN0043                         *CURRENT SURVEY CONTROL
 SN0043  ___________________________________________________________________
 SN0043* NAD 83(1986)-  47 52 52.     (N)    100 28 38.     (W)     SCALED    
 SN0043* NAVD 88     -       493.656  (meters)    1619.60   (feet)  ADJUSTED  
 SN0043  ___________________________________________________________________
 SN0043  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 SN0043  DYNAMIC HT  -         493.720 (meters)    1619.81  (feet)  COMP
 SN0043  MODELED GRAV-     980,726.7   (mgal)                       NAVD 88
 SN0043
 SN0043  VERT ORDER  -  SECOND    CLASS 0
 SN0043
 SN0043.The horizontal coordinates were scaled from a topographic map and have
 SN0043.an estimated accuracy of +/- 6 seconds.
 SN0043
 SN0043.The orthometric height was determined by differential leveling
 SN0043.and adjusted by the National Geodetic Survey in June 1991..
 SN0043
 SN0043.The geoid height was determined by GEOID03.
 SN0043
 SN0043.The dynamic height is computed by dividing the NAVD 88
 SN0043.geopotential number by the normal gravity value computed on the
 SN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0043.degrees latitude (g = 980.6199 gals.).
 SN0043
 SN0043.The modeled gravity was interpolated from observed gravity values.
 SN0043
 SN0043;                    North         East    Units  Estimated Accuracy
 SN0043;SPC ND N     -    97,960.      601,700.      MT  (+/- 180 meters Scaled)
 SN0043
 SN0043                          SUPERSEDED SURVEY CONTROL
 SN0043
 SN0043  NGVD 29 (??/??/92)  493.266  (m)         1618.32   (f) ADJ UNCH    2 0
 SN0043
 SN0043.Superseded values are not recommended for survey control.
 SN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0043.See file dsdata.txt to determine how the superseded data were derived.
 SN0043
 SN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU895041(NAD 83)
 SN0043_MARKER: DB = BENCH MARK DISK
 SN0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0043_STAMPING: L 219 1962
 SN0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0043+STABILITY: SURFACE MOTION
 SN0043
 SN0043  HISTORY     - Date     Condition        Report By
 SN0043  HISTORY     - 1962     MONUMENTED       CGS
 SN0043
 SN0043                          STATION DESCRIPTION
 SN0043
 SN0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0043'2.3 MI NE FROM KIEF.
 SN0043'ABOUT 2.3 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN0043'STE. MARIE RAILROAD FROM THE STATION AT KIEF, ABOUT 0.4 MILE OR 12
 SN0043'POLES NORTHEAST OF MILEPOST 425, 53 FEET SOUTHEAST OF THE CENTERLINE
 SN0043'OF A DIRT ROAD CROSSING, 51.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 33
 SN0043'FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 2.5 FEET NORTHWEST OF A
 SN0043'FENCE, 1.3 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 10 FEET BELOW
 SN0043'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SN0043'PROJECTING 4 INCHES.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0043'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0365 ***********************************************************************
 RR0365  DESIGNATION -  L 22
 RR0365  PID         -  RR0365
 RR0365  STATE/COUNTY-  ND/GRANT
 RR0365  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0365
 RR0365                         *CURRENT SURVEY CONTROL
 RR0365  ___________________________________________________________________
 RR0365* NAD 83(1986)-  46 09 05.     (N)    101 20 02.     (W)     SCALED    
 RR0365* NAVD 88     -       666.697  (meters)    2187.32   (feet)  ADJUSTED  
 RR0365  ___________________________________________________________________
 RR0365  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 RR0365  DYNAMIC HT  -         666.661 (meters)    2187.20  (feet)  COMP
 RR0365  MODELED GRAV-     980,538.2   (mgal)                       NAVD 88
 RR0365
 RR0365  VERT ORDER  -  FIRST     CLASS II
 RR0365
 RR0365.The horizontal coordinates were scaled from a topographic map and have
 RR0365.an estimated accuracy of +/- 6 seconds.
 RR0365
 RR0365.The orthometric height was determined by differential leveling
 RR0365.and adjusted by the National Geodetic Survey in June 1991..
 RR0365
 RR0365.The geoid height was determined by GEOID03.
 RR0365
 RR0365.The dynamic height is computed by dividing the NAVD 88
 RR0365.geopotential number by the normal gravity value computed on the
 RR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0365.degrees latitude (g = 980.6199 gals.).
 RR0365
 RR0365.The modeled gravity was interpolated from observed gravity values.
 RR0365
 RR0365;                    North         East    Units  Estimated Accuracy
 RR0365;SPC ND S     -    54,220.      535,580.      MT  (+/- 180 meters Scaled)
 RR0365
 RR0365                          SUPERSEDED SURVEY CONTROL
 RR0365
 RR0365  NGVD 29 (??/??/92)  666.225  (m)         2185.77   (f) ADJ UNCH    1 2
 RR0365
 RR0365.Superseded values are not recommended for survey control.
 RR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0365.See file dsdata.txt to determine how the superseded data were derived.
 RR0365
 RR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS197135(NAD 83)
 RR0365_MARKER: DB = BENCH MARK DISK
 RR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0365_SP_SET: CONCRETE POST
 RR0365_STAMPING: L 22 1933
 RR0365_MARK LOGO: CGS   
 RR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0365+STABILITY: SURFACE MOTION
 RR0365
 RR0365  HISTORY     - Date     Condition        Report By
 RR0365  HISTORY     - 1933     MONUMENTED       CGS
 RR0365  HISTORY     - 1963     GOOD             NGS
 RR0365  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0365  HISTORY     - 1985     GOOD             NGS
 RR0365
 RR0365                          STATION DESCRIPTION
 RR0365
 RR0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RR0365'14.5 MI S FROM RALEIGH.
 RR0365'14.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RALEIGH, GRANT COUNTY,
 RR0365'400 FEET WEST OF THE TOP OF A HILL, 250 FEET NORTH OF THE JUNCTION OF
 RR0365'TWO RAVINES, AND 53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 RR0365'STANDARD DISK, STAMPED L 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 RR0365'PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- AT THE TIME OF RECOVERY THIS
 RR0365'MARK WAS 53 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. ACCORDING TO
 RR0365'CONSTRUCTION PLANS, THE HIGHWAY WILL BE MOVED TO THE WEST AT THIS
 RR0365'POINT AND THE MARK WILL BE 232 FEET EAST OF THE CENTERLINE.
 RR0365
 RR0365                          STATION RECOVERY (1975)
 RR0365
 RR0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0365'MARK NOT FOUND.
 RR0365
 RR0365                          STATION RECOVERY (1985)
 RR0365
 RR0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0365'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 RR0365'ADD--15.2 METERS (50 FT) WEST OF A FENCE AND SET BETWEEN TWO WITNESS
 RR0365'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0343 ***********************************************************************
 SN0343  DESIGNATION -  L 220
 SN0343  PID         -  SN0343
 SN0343  STATE/COUNTY-  ND/MCHENRY
 SN0343  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0343
 SN0343                         *CURRENT SURVEY CONTROL
 SN0343  ___________________________________________________________________
 SN0343* NAD 83(1986)-  47 55 14.     (N)    100 55 47.     (W)     SCALED    
 SN0343* NAVD 88     -       570.623  (meters)    1872.12   (feet)  ADJUSTED  
 SN0343  ___________________________________________________________________
 SN0343  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SN0343  DYNAMIC HT  -         570.687 (meters)    1872.33  (feet)  COMP
 SN0343  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 SN0343
 SN0343  VERT ORDER  -  SECOND    CLASS 0
 SN0343
 SN0343.The horizontal coordinates were scaled from a topographic map and have
 SN0343.an estimated accuracy of +/- 6 seconds.
 SN0343
 SN0343.The orthometric height was determined by differential leveling
 SN0343.and adjusted by the National Geodetic Survey in June 1991..
 SN0343
 SN0343.The geoid height was determined by GEOID03.
 SN0343
 SN0343.The dynamic height is computed by dividing the NAVD 88
 SN0343.geopotential number by the normal gravity value computed on the
 SN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0343.degrees latitude (g = 980.6199 gals.).
 SN0343
 SN0343.The modeled gravity was interpolated from observed gravity values.
 SN0343
 SN0343;                    North         East    Units  Estimated Accuracy
 SN0343;SPC ND N     -   102,440.      567,890.      MT  (+/- 180 meters Scaled)
 SN0343
 SN0343                          SUPERSEDED SURVEY CONTROL
 SN0343
 SN0343  NGVD 29 (??/??/92)  570.229  (m)         1870.83   (f) ADJ UNCH    2 0
 SN0343
 SN0343.Superseded values are not recommended for survey control.
 SN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0343.See file dsdata.txt to determine how the superseded data were derived.
 SN0343
 SN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU558092(NAD 83)
 SN0343_MARKER: DB = BENCH MARK DISK
 SN0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0343_STAMPING: L 220 1962
 SN0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0343+STABILITY: SURFACE MOTION
 SN0343
 SN0343  HISTORY     - Date     Condition        Report By
 SN0343  HISTORY     - 1962     MONUMENTED       CGS
 SN0343
 SN0343                          STATION DESCRIPTION
 SN0343
 SN0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0343'5.8 MI N FROM RUSO.
 SN0343'5.8 MILES NORTH ALONG STATE HIGHWAY NO. 41 FROM THE CROSSING OF THE
 SN0343'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD AT RUSO, AT A GRADED
 SN0343'ROAD INTERSECTION, 110 FEET SOUTHEAST OF THE INTERSECTION CENTERLINE,
 SN0343'105.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTH OF THE
 SN0343'CENTERLINE OF THE ROAD LEADING EAST, 89.5 FEET SOUTH AND ACROSS THE
 SN0343'ROAD LEADING EAST FROM THE SOUTHWEST CORNER OF A SMALL FRAME SCHOOL, 3
 SN0343'FEET EAST OF A POWER POLE, 1.7 FOOT WEST OF A WITNESS POST, ABOUT 2
 SN0343'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SN0343'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0923 ***********************************************************************
 TF0923  DESIGNATION -  L 221
 TF0923  PID         -  TF0923
 TF0923  STATE/COUNTY-  ND/WARD
 TF0923  USGS QUAD   -  MINOT (1979)
 TF0923
 TF0923                         *CURRENT SURVEY CONTROL
 TF0923  ___________________________________________________________________
 TF0923* NAD 83(1986)-  48 14 07.     (N)    101 15 16.     (W)     SCALED    
 TF0923* NAVD 88     -       481.379  (meters)    1579.32   (feet)  ADJUSTED  
 TF0923  ___________________________________________________________________
 TF0923  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 TF0923  DYNAMIC HT  -         481.459 (meters)    1579.59  (feet)  COMP
 TF0923  MODELED GRAV-     980,762.7   (mgal)                       NAVD 88
 TF0923
 TF0923  VERT ORDER  -  FIRST     CLASS II
 TF0923
 TF0923.The horizontal coordinates were scaled from a topographic map and have
 TF0923.an estimated accuracy of +/- 6 seconds.
 TF0923
 TF0923.The orthometric height was determined by differential leveling
 TF0923.and adjusted by the National Geodetic Survey in June 1991..
 TF0923.WARNING-Repeat measurements at this control monument indicate possible
 TF0923.vertical movement.
 TF0923
 TF0923.The geoid height was determined by GEOID03.
 TF0923
 TF0923.The dynamic height is computed by dividing the NAVD 88
 TF0923.geopotential number by the normal gravity value computed on the
 TF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0923.degrees latitude (g = 980.6199 gals.).
 TF0923
 TF0923.The modeled gravity was interpolated from observed gravity values.
 TF0923
 TF0923;                    North         East    Units  Estimated Accuracy
 TF0923;SPC ND N     -   137,620.      543,960.      MT  (+/- 180 meters Scaled)
 TF0923
 TF0923                          SUPERSEDED SURVEY CONTROL
 TF0923
 TF0923  NGVD 29 (??/??/92)  481.013  (m)         1578.12   (f) ADJ UNCH    1 2
 TF0923
 TF0923.Superseded values are not recommended for survey control.
 TF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0923.See file dsdata.txt to determine how the superseded data were derived.
 TF0923
 TF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU325449(NAD 83)
 TF0923_MARKER: DB = BENCH MARK DISK
 TF0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0923_SP_SET: FOUNDATION
 TF0923_STAMPING: L 221 1962
 TF0923_MARK LOGO: CGS   
 TF0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0923
 TF0923  HISTORY     - Date     Condition        Report By
 TF0923  HISTORY     - 1962     MONUMENTED       CGS
 TF0923  HISTORY     - 1982     GOOD             NGS
 TF0923
 TF0923                          STATION DESCRIPTION
 TF0923
 TF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0923'2.0 MI E FROM MINOT.
 TF0923'2.0 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0923'MINOT, ABOUT 75 YARDS WEST OF THE CROSSING OF COUNTY ROAD NO. 19,
 TF0923'ABOUT 35 YARDS NORTHWEST AND ACROSS THE TRACK FROM MILEPOST 201, SET
 TF0923'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE SCALE
 TF0923'HOUSE AT THE HARRINGTON BROTHERS FEED COMPANY AND STOCK YARDS, 21 FEET
 TF0923'NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY OF THREE TRACKS, 19 FEET
 TF0923'WEST OF THE NORTHEAST CORNER OF THE BUILDING, 2 1/2 FEET ABOVE THE
 TF0923'GROUND, AND ABOUT LEVEL WITH THE TRACKS.
 TF0923
 TF0923                          STATION RECOVERY (1982)
 TF0923
 TF0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0923'RECOVERED THIS DATE, NOTE THE SCALE HOUSE IS NOW AN ABANDONED
 TF0923'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1140 ***********************************************************************
 TF1140  DESIGNATION -  L 222
 TF1140  PID         -  TF1140
 TF1140  STATE/COUNTY-  ND/WARD
 TF1140  USGS QUAD   -  BERTHOLD (1980)
 TF1140
 TF1140                         *CURRENT SURVEY CONTROL
 TF1140  ___________________________________________________________________
 TF1140* NAD 83(1986)-  48 17 52.     (N)    101 41 25.     (W)     SCALED    
 TF1140* NAVD 88     -       621.528  (meters)    2039.13   (feet)  ADJUSTED  
 TF1140  ___________________________________________________________________
 TF1140  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TF1140  DYNAMIC HT  -         621.632 (meters)    2039.47  (feet)  COMP
 TF1140  MODELED GRAV-     980,757.8   (mgal)                       NAVD 88
 TF1140
 TF1140  VERT ORDER  -  FIRST     CLASS II
 TF1140
 TF1140.The horizontal coordinates were scaled from a topographic map and have
 TF1140.an estimated accuracy of +/- 6 seconds.
 TF1140
 TF1140.The orthometric height was determined by differential leveling
 TF1140.and adjusted by the National Geodetic Survey in June 1991..
 TF1140
 TF1140.The geoid height was determined by GEOID03.
 TF1140
 TF1140.The dynamic height is computed by dividing the NAVD 88
 TF1140.geopotential number by the normal gravity value computed on the
 TF1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1140.degrees latitude (g = 980.6199 gals.).
 TF1140
 TF1140.The modeled gravity was interpolated from observed gravity values.
 TF1140
 TF1140;                    North         East    Units  Estimated Accuracy
 TF1140;SPC ND N     -   144,970.      511,700.      MT  (+/- 180 meters Scaled)
 TF1140
 TF1140                          SUPERSEDED SURVEY CONTROL
 TF1140
 TF1140  NGVD 29 (??/??/92)  621.125  (m)         2037.81   (f) ADJ UNCH    1 2
 TF1140
 TF1140.Superseded values are not recommended for survey control.
 TF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1140.See file dsdata.txt to determine how the superseded data were derived.
 TF1140
 TF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU004528(NAD 83)
 TF1140_MARKER: DB = BENCH MARK DISK
 TF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1140_STAMPING: L 222 1962
 TF1140_MARK LOGO: CGS   
 TF1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1140+STABILITY: SURFACE MOTION
 TF1140
 TF1140  HISTORY     - Date     Condition        Report By
 TF1140  HISTORY     - 1962     MONUMENTED       CGS
 TF1140  HISTORY     - 1981     GOOD             NGS
 TF1140
 TF1140                          STATION DESCRIPTION
 TF1140
 TF1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1140'2.4 MI E FROM BERTHOLD.
 TF1140'2.4 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1140'BERTHOLD, ABOUT 0.4 MILE OR 16 POLES WEST OF MILEPOST 20, BETWEEN THE
 TF1140'TRACK AND COUNTY ROAD 10, 96.5 FEET SOUTH OF THE SOUTH RAIL, 123 FEET
 TF1140'SOUTHWEST OF A WHISTLE POST, 35 FEET NORTH OF THE CENTERLINE OF THE
 TF1140'ROAD, 2.5 FEET EAST OF A TELEPHONE POLE, 1.3 FEET WEST OF A METAL
 TF1140'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 4 FEET BELOW THE LEVEL
 TF1140'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TF1140'INCHES.
 TF1140
 TF1140                          STATION RECOVERY (1981)
 TF1140
 TF1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0346 ***********************************************************************
 TF0346  DESIGNATION -  L 223
 TF0346  PID         -  TF0346
 TF0346  STATE/COUNTY-  ND/MCHENRY
 TF0346  USGS QUAD   -  BERGEN (1957)
 TF0346
 TF0346                         *CURRENT SURVEY CONTROL
 TF0346  ___________________________________________________________________
 TF0346* NAD 83(1986)-  48 06 34.     (N)    100 41 11.     (W)     SCALED    
 TF0346* NAVD 88     -       472.786  (meters)    1551.13   (feet)  ADJUSTED  
 TF0346  ___________________________________________________________________
 TF0346  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TF0346  DYNAMIC HT  -         472.858 (meters)    1551.37  (feet)  COMP
 TF0346  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TF0346
 TF0346  VERT ORDER  -  SECOND    CLASS 0
 TF0346
 TF0346.The horizontal coordinates were scaled from a topographic map and have
 TF0346.an estimated accuracy of +/- 6 seconds.
 TF0346
 TF0346.The orthometric height was determined by differential leveling
 TF0346.and adjusted by the National Geodetic Survey in June 1991..
 TF0346
 TF0346.The geoid height was determined by GEOID03.
 TF0346
 TF0346.The dynamic height is computed by dividing the NAVD 88
 TF0346.geopotential number by the normal gravity value computed on the
 TF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0346.degrees latitude (g = 980.6199 gals.).
 TF0346
 TF0346.The modeled gravity was interpolated from observed gravity values.
 TF0346
 TF0346;                    North         East    Units  Estimated Accuracy
 TF0346;SPC ND N     -   123,370.      586,120.      MT  (+/- 180 meters Scaled)
 TF0346
 TF0346                          SUPERSEDED SURVEY CONTROL
 TF0346
 TF0346  NGVD 29 (??/??/92)  472.410  (m)         1549.90   (f) ADJ UNCH    2 0
 TF0346
 TF0346.Superseded values are not recommended for survey control.
 TF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0346.See file dsdata.txt to determine how the superseded data were derived.
 TF0346
 TF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU744298(NAD 83)
 TF0346_MARKER: DB = BENCH MARK DISK
 TF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0346_STAMPING: L 223 1962
 TF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0346+STABILITY: SURFACE MOTION
 TF0346
 TF0346  HISTORY     - Date     Condition        Report By
 TF0346  HISTORY     - 1962     MONUMENTED       CGS
 TF0346
 TF0346                          STATION DESCRIPTION
 TF0346
 TF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0346'2.6 MI E FROM VERENDRYE.
 TF0346'ABOUT 2.6 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TF0346'AT VERENDRYE, ABOUT 0.1 MILE EAST OF MILEPOST 203, AT A GRAVELED ROAD
 TF0346'CROSSING, 144 FEET SOUTHWEST OF THE CENTERLINE OF THE CROSSING, 92.6
 TF0346'FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH RAIL OF THE MAIN TRACK,
 TF0346'45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A
 TF0346'TELEPHONE POLE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 7 FEET BELOW
 TF0346'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 TF0346'NOTE-- 3.3 MILE NORTHWEST OF THE STATION AT KARLSRUHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0422 ***********************************************************************
 TF0422  DESIGNATION -  L 224
 TF0422  PID         -  TF0422
 TF0422  STATE/COUNTY-  ND/MCHENRY
 TF0422  USGS QUAD   -  BERGEN (1957)
 TF0422
 TF0422                         *CURRENT SURVEY CONTROL
 TF0422  ___________________________________________________________________
 TF0422* NAD 83(1986)-  48 00 15.     (N)    100 43 10.     (W)     SCALED    
 TF0422* NAVD 88     -       478.724  (meters)    1570.61   (feet)  ADJUSTED  
 TF0422  ___________________________________________________________________
 TF0422  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0422  DYNAMIC HT  -         478.791 (meters)    1570.83  (feet)  COMP
 TF0422  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 TF0422
 TF0422  VERT ORDER  -  SECOND    CLASS 0
 TF0422
 TF0422.The horizontal coordinates were scaled from a topographic map and have
 TF0422.an estimated accuracy of +/- 6 seconds.
 TF0422
 TF0422.The orthometric height was determined by differential leveling
 TF0422.and adjusted by the National Geodetic Survey in June 1991..
 TF0422
 TF0422.The geoid height was determined by GEOID03.
 TF0422
 TF0422.The dynamic height is computed by dividing the NAVD 88
 TF0422.geopotential number by the normal gravity value computed on the
 TF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0422.degrees latitude (g = 980.6199 gals.).
 TF0422
 TF0422.The modeled gravity was interpolated from observed gravity values.
 TF0422
 TF0422;                    North         East    Units  Estimated Accuracy
 TF0422;SPC ND N     -   111,670.      583,630.      MT  (+/- 180 meters Scaled)
 TF0422
 TF0422                          SUPERSEDED SURVEY CONTROL
 TF0422
 TF0422  NGVD 29 (??/??/92)  478.343  (m)         1569.36   (f) ADJ UNCH    2 0
 TF0422
 TF0422.Superseded values are not recommended for survey control.
 TF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0422.See file dsdata.txt to determine how the superseded data were derived.
 TF0422
 TF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU717181(NAD 83)
 TF0422_MARKER: DB = BENCH MARK DISK
 TF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0422_STAMPING: L 224 1962
 TF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0422+STABILITY: SURFACE MOTION
 TF0422
 TF0422  HISTORY     - Date     Condition        Report By
 TF0422  HISTORY     - 1962     MONUMENTED       CGS
 TF0422
 TF0422                          STATION DESCRIPTION
 TF0422
 TF0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0422'IN BERGEN.
 TF0422'AT BERGEN, ON U.S. HIGHWAY 52, AT THE JUNCTION OF THE HIGHWAY AND A
 TF0422'GRAVELED ROAD SOUTH TO THE POST OFFICE, ABOUT 121 YARDS SOUTH AND
 TF0422'ACROSS THE HIGHWAY FROM THE RAILROAD STATION, 200.5 FEET SOUTH OF THE
 TF0422'CENTERLINE OF THE HIGHWAY, 75 FEET SOUTHWEST OF A POWER POLE, 90 FEET
 TF0422'NORTHWEST OF THE NORTHWEST CORNER OF A CULVERT UNDER THE GRAVELED
 TF0422'ROAD, 70.5 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 1.6 FEET
 TF0422'EAST OF A WITNESS POST, A DISK IN THE TOP OF A CONCRETE POST
 TF0422'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0368 ***********************************************************************
 SN0368  DESIGNATION -  L 225
 SN0368  PID         -  SN0368
 SN0368  STATE/COUNTY-  ND/MCHENRY
 SN0368  USGS QUAD   -  KONGSBERG NE (1958)
 SN0368
 SN0368                         *CURRENT SURVEY CONTROL
 SN0368  ___________________________________________________________________
 SN0368* NAD 83(1986)-  47 56 08.     (N)    100 50 36.     (W)     SCALED    
 SN0368* NAVD 88     -       521.222  (meters)    1710.04   (feet)  ADJUSTED  
 SN0368  ___________________________________________________________________
 SN0368  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 SN0368  DYNAMIC HT  -         521.287 (meters)    1710.26  (feet)  COMP
 SN0368  MODELED GRAV-     980,719.8   (mgal)                       NAVD 88
 SN0368
 SN0368  VERT ORDER  -  SECOND    CLASS 0
 SN0368
 SN0368.The horizontal coordinates were scaled from a topographic map and have
 SN0368.an estimated accuracy of +/- 6 seconds.
 SN0368
 SN0368.The orthometric height was determined by differential leveling
 SN0368.and adjusted by the National Geodetic Survey in June 1991..
 SN0368
 SN0368.The geoid height was determined by GEOID03.
 SN0368
 SN0368.The dynamic height is computed by dividing the NAVD 88
 SN0368.geopotential number by the normal gravity value computed on the
 SN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0368.degrees latitude (g = 980.6199 gals.).
 SN0368
 SN0368.The modeled gravity was interpolated from observed gravity values.
 SN0368
 SN0368;                    North         East    Units  Estimated Accuracy
 SN0368;SPC ND N     -   104,070.      574,350.      MT  (+/- 180 meters Scaled)
 SN0368
 SN0368                          SUPERSEDED SURVEY CONTROL
 SN0368
 SN0368  NGVD 29 (??/??/92)  520.834  (m)         1708.77   (f) ADJ UNCH    2 0
 SN0368
 SN0368.Superseded values are not recommended for survey control.
 SN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0368.See file dsdata.txt to determine how the superseded data were derived.
 SN0368
 SN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU623107(NAD 83)
 SN0368_MARKER: DB = BENCH MARK DISK
 SN0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0368_STAMPING: L 225 1962
 SN0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0368+STABILITY: SURFACE MOTION
 SN0368
 SN0368  HISTORY     - Date     Condition        Report By
 SN0368  HISTORY     - 1962     MONUMENTED       CGS
 SN0368
 SN0368                          STATION DESCRIPTION
 SN0368
 SN0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0368'10.9 MI NE FROM RUSO.
 SN0368'ABOUT 5.8 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0368'MINNEAPOLIS AND ST PAUL AND SAULT STE MARIE RAILROAD AT RUSO, THENCE
 SN0368'3.1 MILE EAST ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG A
 SN0368'GRAVELED ROAD, THENCE 1 MILE EAST ALONG A GRAVELED ROAD, AT A GRAVELED
 SN0368'ROAD INTERSECTION, 87 FEET NORTHWEST OF THE CENTER OF THE
 SN0368'INTERSECTION, 73 FEET WEST OF THE CENTERLINE OF THE ROAD NORTH, 48
 SN0368'FEET NORTH OF THE CENTERLINE OF THE ROAD WEST, 2.5 FEET EAST OF A
 SN0368'TELEPHONE POLE, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 SN0368'ROAD NORTH, ABOUT 2 FEET LOWER THAN THE ROAD WEST, A DISK IN THE TOP
 SN0368'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0393 ***********************************************************************
 TF0393  DESIGNATION -  L 226
 TF0393  PID         -  TF0393
 TF0393  STATE/COUNTY-  ND/MCHENRY
 TF0393  USGS QUAD   -  BERGEN (1957)
 TF0393
 TF0393                         *CURRENT SURVEY CONTROL
 TF0393  ___________________________________________________________________
 TF0393* NAD 83(1986)-  48 03 57.     (N)    100 42 46.     (W)     SCALED    
 TF0393* NAVD 88     -       496.067  (meters)    1627.51   (feet)  ADJUSTED  
 TF0393  ___________________________________________________________________
 TF0393  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 TF0393  DYNAMIC HT  -         496.140 (meters)    1627.75  (feet)  COMP
 TF0393  MODELED GRAV-     980,744.0   (mgal)                       NAVD 88
 TF0393
 TF0393  VERT ORDER  -  SECOND    CLASS 0
 TF0393
 TF0393.The horizontal coordinates were scaled from a topographic map and have
 TF0393.an estimated accuracy of +/- 6 seconds.
 TF0393
 TF0393.The orthometric height was determined by differential leveling
 TF0393.and adjusted by the National Geodetic Survey in June 1991..
 TF0393
 TF0393.The geoid height was determined by GEOID03.
 TF0393
 TF0393.The dynamic height is computed by dividing the NAVD 88
 TF0393.geopotential number by the normal gravity value computed on the
 TF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0393.degrees latitude (g = 980.6199 gals.).
 TF0393
 TF0393.The modeled gravity was interpolated from observed gravity values.
 TF0393
 TF0393;                    North         East    Units  Estimated Accuracy
 TF0393;SPC ND N     -   118,520.      584,140.      MT  (+/- 180 meters Scaled)
 TF0393
 TF0393                          SUPERSEDED SURVEY CONTROL
 TF0393
 TF0393  NGVD 29 (??/??/92)  495.689  (m)         1626.27   (f) ADJ UNCH    2 0
 TF0393
 TF0393.Superseded values are not recommended for survey control.
 TF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0393.See file dsdata.txt to determine how the superseded data were derived.
 TF0393
 TF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU723250(NAD 83)
 TF0393_MARKER: DB = BENCH MARK DISK
 TF0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0393_STAMPING: L 226 1962
 TF0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0393+STABILITY: SURFACE MOTION
 TF0393
 TF0393  HISTORY     - Date     Condition        Report By
 TF0393  HISTORY     - 1962     MONUMENTED       CGS
 TF0393
 TF0393                          STATION DESCRIPTION
 TF0393
 TF0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0393'4.9 MI SE FROM VERENDRYE.
 TF0393'ABOUT 3.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0393'RAILROAD STATION AT VERENDRYE, THENCE 1.0 MILE EAST ALONG A GRAVELED
 TF0393'ROAD, 92.5 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 TF0393'INTERSECTION, 84.0 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TF0393'WEST, 33.0 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 2.0
 TF0393'FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF POLES, 1.8 FEET
 TF0393'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TF0393'ROAD LEADING NORTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0393'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0112 ***********************************************************************
 SO0112  DESIGNATION -  L 227
 SO0112  PID         -  SO0112
 SO0112  STATE/COUNTY-  ND/MOUNTRAIL
 SO0112  USGS QUAD   -  PARSHALL (1981)
 SO0112
 SO0112                         *CURRENT SURVEY CONTROL
 SO0112  ___________________________________________________________________
 SO0112* NAD 83(1986)-  47 52 34.     (N)    102 07 45.     (W)     SCALED    
 SO0112* NAVD 88     -       661.009  (meters)    2168.66   (feet)  ADJUSTED  
 SO0112  ___________________________________________________________________
 SO0112  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0112  DYNAMIC HT  -         661.095 (meters)    2168.94  (feet)  COMP
 SO0112  MODELED GRAV-     980,719.2   (mgal)                       NAVD 88
 SO0112
 SO0112  VERT ORDER  -  SECOND    CLASS 0
 SO0112
 SO0112.The horizontal coordinates were scaled from a topographic map and have
 SO0112.an estimated accuracy of +/- 6 seconds.
 SO0112
 SO0112.The orthometric height was determined by differential leveling
 SO0112.and adjusted by the National Geodetic Survey in June 1991..
 SO0112
 SO0112.The geoid height was determined by GEOID03.
 SO0112
 SO0112.The dynamic height is computed by dividing the NAVD 88
 SO0112.geopotential number by the normal gravity value computed on the
 SO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0112.degrees latitude (g = 980.6199 gals.).
 SO0112
 SO0112.The modeled gravity was interpolated from observed gravity values.
 SO0112
 SO0112;                    North         East    Units  Estimated Accuracy
 SO0112;SPC ND N     -    98,700.      478,150.      MT  (+/- 180 meters Scaled)
 SO0112
 SO0112                          SUPERSEDED SURVEY CONTROL
 SO0112
 SO0112  NGVD 29 (??/??/92)  660.573  (m)         2167.23   (f) ADJ UNCH    2 0
 SO0112
 SO0112.Superseded values are not recommended for survey control.
 SO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0112.See file dsdata.txt to determine how the superseded data were derived.
 SO0112
 SO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP146065(NAD 83)
 SO0112_MARKER: DB = BENCH MARK DISK
 SO0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0112_STAMPING: L 227 1962
 SO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0112+STABILITY: SURFACE MOTION
 SO0112
 SO0112  HISTORY     - Date     Condition        Report By
 SO0112  HISTORY     - 1962     MONUMENTED       CGS
 SO0112
 SO0112                          STATION DESCRIPTION
 SO0112
 SO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0112'5.4 MI S FROM PARSHALL.
 SO0112'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0112'PARSHALL, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 37, 138 FEET
 SO0112'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 110 FEET SOUTH OF THE
 SO0112'CENTERLINE OF THE ROAD, 82 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SO0112'2.6 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST,
 SO0112'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0112'CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0234 ***********************************************************************
 SN0234  DESIGNATION -  L 228
 SN0234  PID         -  SN0234
 SN0234  STATE/COUNTY-  ND/MCLEAN
 SN0234  USGS QUAD   -  RUSO (1981)
 SN0234
 SN0234                         *CURRENT SURVEY CONTROL
 SN0234  ___________________________________________________________________
 SN0234* NAD 83(1986)-  47 50 02.     (N)    100 53 10.     (W)     SCALED    
 SN0234* NAVD 88     -       622.547  (meters)    2042.47   (feet)  ADJUSTED  
 SN0234  ___________________________________________________________________
 SN0234  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 SN0234  DYNAMIC HT  -         622.608 (meters)    2042.67  (feet)  COMP
 SN0234  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 SN0234
 SN0234  VERT ORDER  -  SECOND    CLASS 0
 SN0234
 SN0234.The horizontal coordinates were scaled from a topographic map and have
 SN0234.an estimated accuracy of +/- 6 seconds.
 SN0234
 SN0234.The orthometric height was determined by differential leveling
 SN0234.and adjusted by the National Geodetic Survey in June 1991..
 SN0234
 SN0234.The geoid height was determined by GEOID03.
 SN0234
 SN0234.The dynamic height is computed by dividing the NAVD 88
 SN0234.geopotential number by the normal gravity value computed on the
 SN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0234.degrees latitude (g = 980.6199 gals.).
 SN0234
 SN0234.The modeled gravity was interpolated from observed gravity values.
 SN0234
 SN0234;                    North         East    Units  Estimated Accuracy
 SN0234;SPC ND N     -    92,780.      571,100.      MT  (+/- 180 meters Scaled)
 SN0234
 SN0234                          SUPERSEDED SURVEY CONTROL
 SN0234
 SN0234  NGVD 29 (??/??/92)  622.143  (m)         2041.15   (f) ADJ UNCH    2 0
 SN0234
 SN0234.Superseded values are not recommended for survey control.
 SN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0234.See file dsdata.txt to determine how the superseded data were derived.
 SN0234
 SN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT588995(NAD 83)
 SN0234_MARKER: DB = BENCH MARK DISK
 SN0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0234_STAMPING: L 228 1962
 SN0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0234+STABILITY: SURFACE MOTION
 SN0234
 SN0234  HISTORY     - Date     Condition        Report By
 SN0234  HISTORY     - 1962     MONUMENTED       CGS
 SN0234
 SN0234                          STATION DESCRIPTION
 SN0234
 SN0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0234'2.85 MI E FROM RUSO.
 SN0234'ABOUT 2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0234'RUSO, THENCE 0.45 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, 93.0 FEET
 SN0234'NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 48.0 FEET WEST OF THE
 SN0234'CENTERLINE OF THE GRAVELED ROAD, 80.0 FEET NORTH OF THE CENTERLINE OF
 SN0234'THE ROAD INTERSECTING THE GRAVELED ROAD, 2.8 FEET NORTH OF A POWER
 SN0234'POLE WITH TWO GUY WIRES, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 SN0234'WITH THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0234'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0175 ***********************************************************************
 SN0175  DESIGNATION -  L 229
 SN0175  PID         -  SN0175
 SN0175  STATE/COUNTY-  ND/MCLEAN
 SN0175  USGS QUAD   -  TURTLE LAKE (1980)
 SN0175
 SN0175                         *CURRENT SURVEY CONTROL
 SN0175  ___________________________________________________________________
 SN0175* NAD 83(1986)-  47 31 16.     (N)    100 53 24.     (W)     SCALED    
 SN0175* NAVD 88     -       574.571  (meters)    1885.07   (feet)  ADJUSTED  
 SN0175  ___________________________________________________________________
 SN0175  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SN0175  DYNAMIC HT  -         574.626 (meters)    1885.25  (feet)  COMP
 SN0175  MODELED GRAV-     980,691.0   (mgal)                       NAVD 88
 SN0175
 SN0175  VERT ORDER  -  SECOND    CLASS 0
 SN0175
 SN0175.The horizontal coordinates were scaled from a topographic map and have
 SN0175.an estimated accuracy of +/- 6 seconds.
 SN0175
 SN0175.The orthometric height was determined by differential leveling
 SN0175.and adjusted by the National Geodetic Survey in June 1991..
 SN0175
 SN0175.The geoid height was determined by GEOID03.
 SN0175
 SN0175.The dynamic height is computed by dividing the NAVD 88
 SN0175.geopotential number by the normal gravity value computed on the
 SN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0175.degrees latitude (g = 980.6199 gals.).
 SN0175
 SN0175.The modeled gravity was interpolated from observed gravity values.
 SN0175
 SN0175;                    North         East    Units  Estimated Accuracy
 SN0175;SPC ND N     -    58,010.      570,630.      MT  (+/- 180 meters Scaled)
 SN0175
 SN0175                          SUPERSEDED SURVEY CONTROL
 SN0175
 SN0175  NGVD 29 (??/??/92)  574.157  (m)         1883.71   (f) ADJ UNCH    2 0
 SN0175
 SN0175.Superseded values are not recommended for survey control.
 SN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0175.See file dsdata.txt to determine how the superseded data were derived.
 SN0175
 SN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT577648(NAD 83)
 SN0175_MARKER: DB = BENCH MARK DISK
 SN0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0175_SP_SET: BUILDING
 SN0175_STAMPING: L 229 1962
 SN0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0175
 SN0175  HISTORY     - Date     Condition        Report By
 SN0175  HISTORY     - 1962     MONUMENTED       CGS
 SN0175
 SN0175                          STATION DESCRIPTION
 SN0175
 SN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0175'IN TURTLE LAKE.
 SN0175'AT TURTLE LAKE, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 SN0175'FOUNDATION OF THE FIRST STATE BANK BUILDING, 5.7 FEET SOUTH OF THE
 SN0175'CENTER OF THE MAIN ENTRANCE, 1.0 FOOT NORTH OF THE SOUTHEAST CORNER OF
 SN0175'THE BUILDING, 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 SN0175'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0666 ***********************************************************************
 SN0666  DESIGNATION -  L 230
 SN0666  PID         -  SN0666
 SN0666  STATE/COUNTY-  ND/MCLEAN
 SN0666  USGS QUAD   -  GARRISON NE (1981)
 SN0666
 SN0666                         *CURRENT SURVEY CONTROL
 SN0666  ___________________________________________________________________
 SN0666* NAD 83(1986)-  47 42 09.     (N)    101 17 38.     (W)     SCALED    
 SN0666* NAVD 88     -       597.691  (meters)    1960.92   (feet)  ADJUSTED  
 SN0666  ___________________________________________________________________
 SN0666  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 SN0666  DYNAMIC HT  -         597.745 (meters)    1961.10  (feet)  COMP
 SN0666  MODELED GRAV-     980,682.9   (mgal)                       NAVD 88
 SN0666
 SN0666  VERT ORDER  -  FIRST     CLASS II
 SN0666
 SN0666.The horizontal coordinates were scaled from a topographic map and have
 SN0666.an estimated accuracy of +/- 6 seconds.
 SN0666
 SN0666.The orthometric height was determined by differential leveling
 SN0666.and adjusted by the National Geodetic Survey in June 1991..
 SN0666.WARNING-Repeat measurements at this control monument indicate possible
 SN0666.vertical movement.
 SN0666
 SN0666.The geoid height was determined by GEOID03.
 SN0666
 SN0666.The dynamic height is computed by dividing the NAVD 88
 SN0666.geopotential number by the normal gravity value computed on the
 SN0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0666.degrees latitude (g = 980.6199 gals.).
 SN0666
 SN0666.The modeled gravity was interpolated from observed gravity values.
 SN0666
 SN0666;                    North         East    Units  Estimated Accuracy
 SN0666;SPC ND N     -    78,410.      540,420.      MT  (+/- 180 meters Scaled)
 SN0666
 SN0666                          SUPERSEDED SURVEY CONTROL
 SN0666
 SN0666.No superseded survey control is available for this station.
 SN0666
 SN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT279857(NAD 83)
 SN0666_MARKER: DB = BENCH MARK DISK
 SN0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0666_STAMPING: L 230 1962
 SN0666_MARK LOGO: CGS   
 SN0666_PROJECTION: FLUSH
 SN0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0666+STABILITY: SURFACE MOTION
 SN0666
 SN0666  HISTORY     - Date     Condition        Report By
 SN0666  HISTORY     - 1962     MONUMENTED       CGS
 SN0666  HISTORY     - 1968     GOOD             DOD
 SN0666  HISTORY     - 1981     GOOD             NGS
 SN0666  HISTORY     - 1982     GOOD             NGS
 SN0666
 SN0666                          STATION DESCRIPTION
 SN0666
 SN0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0666'8.1 MI S FROM MAX.
 SN0666'ABOUT 8.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0666'AT MAX, 233 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 94.0
 SN0666'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 213 FEET SOUTH OF THE
 SN0666'CENTERLINE OF THE ROAD, 2.8 FEET EAST OF A POWER POLE BRACED BY A GUY
 SN0666'WIRE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SN0666'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN0666'FOOT.
 SN0666
 SN0666                          STATION RECOVERY (1968)
 SN0666
 SN0666'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0666'RECOVERED IN GOOD CONDITION.
 SN0666
 SN0666                          STATION RECOVERY (1981)
 SN0666
 SN0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0666'RECOVERED IN GOOD CONDITION.
 SN0666
 SN0666                          STATION RECOVERY (1982)
 SN0666
 SN0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0666'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0666'31.8 KM (19.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0666'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 64.9 METERS (212.9 FT)
 SN0666'SOUTH OF THE CENTER OF A GRAVELED ROAD, 28.7 METERS (94.2 FT) WEST OF
 SN0666'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 0.9 METER
 SN0666'(3.0 FT) EAST OF A UTILITY POLE.
 SN0666'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 SN0666'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0709 ***********************************************************************
 SN0709  DESIGNATION -  L 231
 SN0709  PID         -  SN0709
 SN0709  STATE/COUNTY-  ND/MCLEAN
 SN0709  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0709
 SN0709                         *CURRENT SURVEY CONTROL
 SN0709  ___________________________________________________________________
 SN0709* NAD 83(1986)-  47 41 20.     (N)    101 06 02.     (W)     SCALED    
 SN0709* NAVD 88     -       574.764  (meters)    1885.70   (feet)  ADJUSTED  
 SN0709  ___________________________________________________________________
 SN0709  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 SN0709  DYNAMIC HT  -         574.820 (meters)    1885.89  (feet)  COMP
 SN0709  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 SN0709
 SN0709  VERT ORDER  -  SECOND    CLASS 0
 SN0709
 SN0709.The horizontal coordinates were scaled from a topographic map and have
 SN0709.an estimated accuracy of +/- 6 seconds.
 SN0709
 SN0709.The orthometric height was determined by differential leveling
 SN0709.and adjusted by the National Geodetic Survey in June 1991..
 SN0709
 SN0709.The geoid height was determined by GEOID03.
 SN0709
 SN0709.The dynamic height is computed by dividing the NAVD 88
 SN0709.geopotential number by the normal gravity value computed on the
 SN0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0709.degrees latitude (g = 980.6199 gals.).
 SN0709
 SN0709.The modeled gravity was interpolated from observed gravity values.
 SN0709
 SN0709;                    North         East    Units  Estimated Accuracy
 SN0709;SPC ND N     -    76,770.      554,920.      MT  (+/- 180 meters Scaled)
 SN0709
 SN0709                          SUPERSEDED SURVEY CONTROL
 SN0709
 SN0709  NGVD 29 (??/??/92)  574.362  (m)         1884.39   (f) ADJ UNCH    2 0
 SN0709
 SN0709.Superseded values are not recommended for survey control.
 SN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0709.See file dsdata.txt to determine how the superseded data were derived.
 SN0709
 SN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT423838(NAD 83)
 SN0709_MARKER: DB = BENCH MARK DISK
 SN0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0709_STAMPING: L 231 1962
 SN0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0709+STABILITY: SURFACE MOTION
 SN0709
 SN0709  HISTORY     - Date     Condition        Report By
 SN0709  HISTORY     - 1962     MONUMENTED       CGS
 SN0709
 SN0709                          STATION DESCRIPTION
 SN0709
 SN0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0709'10.7 MI SW FROM BENEDICT.
 SN0709'ABOUT 9.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0709'AT BENEDICT, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 105 FEET
 SN0709'NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 92 FEET NORTH OF
 SN0709'THE CENTERLINE OF THE GRAVELED ROAD, 52 FEET WEST OF THE CENTERLINE OF
 SN0709'THE TRACK ROAD, 2.5 FEET SOUTH OF TELEPHONE POLE NO. 1 M 1, 2.0 FEET
 SN0709'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN
 SN0709'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0931 ***********************************************************************
 TF0931  DESIGNATION -  L 232
 TF0931  PID         -  TF0931
 TF0931  STATE/COUNTY-  ND/WARD
 TF0931  USGS QUAD   -  BURLINGTON SE (1979)
 TF0931
 TF0931                         *CURRENT SURVEY CONTROL
 TF0931  ___________________________________________________________________
 TF0931* NAD 83(1986)-  48 15 16.     (N)    101 17 41.     (W)     SCALED    
 TF0931* NAVD 88     -       524.472  (meters)    1720.71   (feet)  ADJUSTED  
 TF0931  ___________________________________________________________________
 TF0931  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 TF0931  DYNAMIC HT  -         524.561 (meters)    1721.00  (feet)  COMP
 TF0931  MODELED GRAV-     980,762.8   (mgal)                       NAVD 88
 TF0931
 TF0931  VERT ORDER  -  FIRST     CLASS II
 TF0931
 TF0931.This mark is at Minot Airport (MOT)
 TF0931
 TF0931.The horizontal coordinates were scaled from a topographic map and have
 TF0931.an estimated accuracy of +/- 6 seconds.
 TF0931
 TF0931.The orthometric height was determined by differential leveling
 TF0931.and adjusted by the National Geodetic Survey in June 1991..
 TF0931
 TF0931.The geoid height was determined by GEOID03.
 TF0931
 TF0931.The dynamic height is computed by dividing the NAVD 88
 TF0931.geopotential number by the normal gravity value computed on the
 TF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0931.degrees latitude (g = 980.6199 gals.).
 TF0931
 TF0931.The modeled gravity was interpolated from observed gravity values.
 TF0931
 TF0931;                    North         East    Units  Estimated Accuracy
 TF0931;SPC ND N     -   139,780.      540,990.      MT  (+/- 180 meters Scaled)
 TF0931
 TF0931                          SUPERSEDED SURVEY CONTROL
 TF0931
 TF0931  NGVD 29 (??/??/92)  524.105  (m)         1719.50   (f) ADJ UNCH    1 2
 TF0931
 TF0931.Superseded values are not recommended for survey control.
 TF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0931.See file dsdata.txt to determine how the superseded data were derived.
 TF0931
 TF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU296471(NAD 83)
 TF0931_MARKER: DB = BENCH MARK DISK
 TF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0931_STAMPING: L 232 1962
 TF0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0931+STABILITY: SURFACE MOTION
 TF0931
 TF0931  HISTORY     - Date     Condition        Report By
 TF0931  HISTORY     - 1962     MONUMENTED       CGS
 TF0931  HISTORY     - 1968     GOOD             NGS
 TF0931  HISTORY     - 1978     GOOD             LOCENG
 TF0931
 TF0931                          STATION DESCRIPTION
 TF0931
 TF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0931'0.9 MI N FROM MINOT.
 TF0931'0.9 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE FIRST LUTHERAN CHURCH AT
 TF0931'MINOT, AT THE SOUTHWEST CORNER OF THE PORT O MINOT AIRPORT, AT THE
 TF0931'JUNCTION OF A GRAVELED ROAD LEADING SOUTHEAST AND AROUND THE SOUTH
 TF0931'SIDE OF THE AIRPORT, 131.5 FEET EAST OF THE CENTERLINE OF THE EAST
 TF0931'LANE OF THE HIGHWAY, 100.5 FEET NORTH OF THE CENTERLINE OF THE
 TF0931'GRAVELED ROAD, 41.0 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY POST, 2.5
 TF0931'FEET SOUTH OF THE EAST-WEST AIRPORT FENCE, 1.6 FEET WEST OF A METAL
 TF0931'WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 TF0931'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF0931
 TF0931                          STATION RECOVERY (1968)
 TF0931
 TF0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TF0931'RECOVERED IN GOOD CONDITION.
 TF0931
 TF0931                          STATION RECOVERY (1978)
 TF0931
 TF0931'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 TF0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0381 ***********************************************************************
 TF0381  DESIGNATION -  L 233
 TF0381  PID         -  TF0381
 TF0381  STATE/COUNTY-  ND/MCHENRY
 TF0381  USGS QUAD   -  BERGEN (1957)
 TF0381
 TF0381                         *CURRENT SURVEY CONTROL
 TF0381  ___________________________________________________________________
 TF0381* NAD 83(1986)-  48 01 20.     (N)    100 37 45.     (W)     SCALED    
 TF0381* NAVD 88     -       498.090  (meters)    1634.15   (feet)  ADJUSTED  
 TF0381  ___________________________________________________________________
 TF0381  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0381  DYNAMIC HT  -         498.163 (meters)    1634.39  (feet)  COMP
 TF0381  MODELED GRAV-     980,742.6   (mgal)                       NAVD 88
 TF0381
 TF0381  VERT ORDER  -  SECOND    CLASS 0
 TF0381
 TF0381.The horizontal coordinates were scaled from a topographic map and have
 TF0381.an estimated accuracy of +/- 6 seconds.
 TF0381
 TF0381.The orthometric height was determined by differential leveling
 TF0381.and adjusted by the National Geodetic Survey in June 1991..
 TF0381
 TF0381.The geoid height was determined by GEOID03.
 TF0381
 TF0381.The dynamic height is computed by dividing the NAVD 88
 TF0381.geopotential number by the normal gravity value computed on the
 TF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0381.degrees latitude (g = 980.6199 gals.).
 TF0381
 TF0381.The modeled gravity was interpolated from observed gravity values.
 TF0381
 TF0381;                    North         East    Units  Estimated Accuracy
 TF0381;SPC ND N     -   113,660.      590,370.      MT  (+/- 180 meters Scaled)
 TF0381
 TF0381                          SUPERSEDED SURVEY CONTROL
 TF0381
 TF0381  NGVD 29 (??/??/92)  497.711  (m)         1632.91   (f) ADJ UNCH    2 0
 TF0381
 TF0381.Superseded values are not recommended for survey control.
 TF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0381.See file dsdata.txt to determine how the superseded data were derived.
 TF0381
 TF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU785200(NAD 83)
 TF0381_MARKER: DB = BENCH MARK DISK
 TF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0381_STAMPING: L 233 1962
 TF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0381+STABILITY: SURFACE MOTION
 TF0381
 TF0381  HISTORY     - Date     Condition        Report By
 TF0381  HISTORY     - 1962     MONUMENTED       CGS
 TF0381
 TF0381                          STATION DESCRIPTION
 TF0381
 TF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0381'6.1 MI NE FROM BERGEN.
 TF0381'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 TF0381'STATION AT BERGEN, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD,
 TF0381'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 179 FEET NORTHWEST OF THE
 TF0381'CENTER OF A GRAVELED ROAD INTERSECTION, 169 FEET NORTH OF THE
 TF0381'CENTERLINE OF THE ROAD LEADING WEST, 68 FEET WEST OF THE CENTERLINE OF
 TF0381'THE ROAD LEADING NORTHEAST, 3 FEET SOUTH OF A BRACE POLE FOR A POWER
 TF0381'LINE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF0381'ROAD LEADING WEST, ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD LEADING
 TF0381'NORTHEAST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1328 ***********************************************************************
 SN1328  DESIGNATION -  L 234
 SN1328  PID         -  SN1328
 SN1328  STATE/COUNTY-  ND/WARD
 SN1328  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1328
 SN1328                         *CURRENT SURVEY CONTROL
 SN1328  ___________________________________________________________________
 SN1328* NAD 83(1986)-  47 51 44.     (N)    101 32 23.     (W)     SCALED    
 SN1328* NAVD 88     -       628.907  (meters)    2063.34   (feet)  ADJUSTED  
 SN1328  ___________________________________________________________________
 SN1328  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 SN1328  DYNAMIC HT  -         628.981 (meters)    2063.58  (feet)  COMP
 SN1328  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 SN1328
 SN1328  VERT ORDER  -  SECOND    CLASS 0
 SN1328
 SN1328.The horizontal coordinates were scaled from a topographic map and have
 SN1328.an estimated accuracy of +/- 6 seconds.
 SN1328
 SN1328.The orthometric height was determined by differential leveling
 SN1328.and adjusted by the National Geodetic Survey in June 1991..
 SN1328
 SN1328.The geoid height was determined by GEOID03.
 SN1328
 SN1328.The dynamic height is computed by dividing the NAVD 88
 SN1328.geopotential number by the normal gravity value computed on the
 SN1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1328.degrees latitude (g = 980.6199 gals.).
 SN1328
 SN1328.The modeled gravity was interpolated from observed gravity values.
 SN1328
 SN1328;                    North         East    Units  Estimated Accuracy
 SN1328;SPC ND N     -    96,390.      522,210.      MT  (+/- 180 meters Scaled)
 SN1328
 SN1328                          SUPERSEDED SURVEY CONTROL
 SN1328
 SN1328  NGVD 29 (??/??/92)  628.503  (m)         2062.01   (f) ADJ UNCH    2 0
 SN1328
 SN1328.Superseded values are not recommended for survey control.
 SN1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1328.See file dsdata.txt to determine how the superseded data were derived.
 SN1328
 SN1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU100041(NAD 83)
 SN1328_MARKER: DB = BENCH MARK DISK
 SN1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1328_STAMPING: L 234 1962
 SN1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1328+STABILITY: SURFACE MOTION
 SN1328
 SN1328  HISTORY     - Date     Condition        Report By
 SN1328  HISTORY     - 1962     MONUMENTED       CGS
 SN1328
 SN1328                          STATION DESCRIPTION
 SN1328
 SN1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1328'1.7 MI W FROM DOUGLAS.
 SN1328'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1328'AT DOUGLAS, 0.5 MILE EAST OF THE INTERSECTION OF A GRAVELED ROAD, 130
 SN1328'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 SN1328'NORTH TO A TWO-STORIED FARMHOUSE AND A BARN, 36 FEET SOUTH OF THE
 SN1328'CENTERLINE OF THE ROAD, 13.5 FEET EAST OF A T-FENCE CORNER, 2 FEET
 SN1328'NORTH OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 SN1328'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1328'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0288 ***********************************************************************
 SN0288  DESIGNATION -  L 235
 SN0288  PID         -  SN0288
 SN0288  STATE/COUNTY-  ND/MCLEAN
 SN0288  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0288
 SN0288                         *CURRENT SURVEY CONTROL
 SN0288  ___________________________________________________________________
 SN0288* NAD 83(1986)-  47 41 14.     (N)    100 59 35.     (W)     SCALED    
 SN0288* NAVD 88     -       595.078  (meters)    1952.35   (feet)  ADJUSTED  
 SN0288  ___________________________________________________________________
 SN0288  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SN0288  DYNAMIC HT  -         595.137 (meters)    1952.55  (feet)  COMP
 SN0288  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 SN0288
 SN0288  VERT ORDER  -  SECOND    CLASS 0
 SN0288
 SN0288.The horizontal coordinates were scaled from a topographic map and have
 SN0288.an estimated accuracy of +/- 6 seconds.
 SN0288
 SN0288.The orthometric height was determined by differential leveling
 SN0288.and adjusted by the National Geodetic Survey in June 1991..
 SN0288
 SN0288.The geoid height was determined by GEOID03.
 SN0288
 SN0288.The dynamic height is computed by dividing the NAVD 88
 SN0288.geopotential number by the normal gravity value computed on the
 SN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0288.degrees latitude (g = 980.6199 gals.).
 SN0288
 SN0288.The modeled gravity was interpolated from observed gravity values.
 SN0288
 SN0288;                    North         East    Units  Estimated Accuracy
 SN0288;SPC ND N     -    76,520.      562,990.      MT  (+/- 180 meters Scaled)
 SN0288
 SN0288                          SUPERSEDED SURVEY CONTROL
 SN0288
 SN0288  NGVD 29 (??/??/92)  594.677  (m)         1951.04   (f) ADJ UNCH    2 0
 SN0288
 SN0288.Superseded values are not recommended for survey control.
 SN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0288.See file dsdata.txt to determine how the superseded data were derived.
 SN0288
 SN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT504834(NAD 83)
 SN0288_MARKER: DB = BENCH MARK DISK
 SN0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0288_STAMPING: L 235 1962
 SN0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0288+STABILITY: SURFACE MOTION
 SN0288
 SN0288  HISTORY     - Date     Condition        Report By
 SN0288  HISTORY     - 1962     MONUMENTED       CGS
 SN0288
 SN0288                          STATION DESCRIPTION
 SN0288
 SN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0288'13.9 MI SE FROM BENEDICT.
 SN0288'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0288'AT BENEDICT, THENCE 4.0 MILES EAST ALONG A DIRT ROAD, THENCE 2.1 MILES
 SN0288'SOUTH ALONG A GRADED ROAD, ON THE OUTSIDE OF A LONG CURVE AND 105 FEET
 SN0288'NORTH OF THE CENTERLINE OF THE ROAD, 78 FEET EAST OF A FENCE, 3.5 FEET
 SN0288'WEST OF POWER POLE NO. 18 WHICH IS BRACED BY A GUY WIRE, 1.6 FEET
 SN0288'SOUTH OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 SN0288'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1224 ***********************************************************************
 SN1224  DESIGNATION -  L 236
 SN1224  PID         -  SN1224
 SN1224  STATE/COUNTY-  ND/MCLEAN
 SN1224  USGS QUAD   -  EMMET NE (1956)
 SN1224
 SN1224                         *CURRENT SURVEY CONTROL
 SN1224  ___________________________________________________________________
 SN1224* NAD 83(1986)-  47 42 10.     (N)    101 31 44.     (W)     SCALED    
 SN1224* NAVD 88     -       604.156  (meters)    1982.14   (feet)  ADJUSTED  
 SN1224  ___________________________________________________________________
 SN1224  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 SN1224  DYNAMIC HT  -         604.215 (meters)    1982.33  (feet)  COMP
 SN1224  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 SN1224
 SN1224  VERT ORDER  -  SECOND    CLASS 0
 SN1224
 SN1224.The horizontal coordinates were scaled from a topographic map and have
 SN1224.an estimated accuracy of +/- 6 seconds.
 SN1224
 SN1224.The orthometric height was determined by differential leveling
 SN1224.and adjusted by the National Geodetic Survey in June 1991..
 SN1224
 SN1224.The geoid height was determined by GEOID03.
 SN1224
 SN1224.The dynamic height is computed by dividing the NAVD 88
 SN1224.geopotential number by the normal gravity value computed on the
 SN1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1224.degrees latitude (g = 980.6199 gals.).
 SN1224
 SN1224.The modeled gravity was interpolated from observed gravity values.
 SN1224
 SN1224;                    North         East    Units  Estimated Accuracy
 SN1224;SPC ND N     -    78,650.      522,780.      MT  (+/- 180 meters Scaled)
 SN1224
 SN1224                          SUPERSEDED SURVEY CONTROL
 SN1224
 SN1224  NGVD 29 (??/??/92)  603.749  (m)         1980.80   (f) ADJ UNCH    2 0
 SN1224
 SN1224.Superseded values are not recommended for survey control.
 SN1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1224.See file dsdata.txt to determine how the superseded data were derived.
 SN1224
 SN1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT102863(NAD 83)
 SN1224_MARKER: DB = BENCH MARK DISK
 SN1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1224_STAMPING: L 236 1962
 SN1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1224+STABILITY: SURFACE MOTION
 SN1224
 SN1224  HISTORY     - Date     Condition        Report By
 SN1224  HISTORY     - 1962     MONUMENTED       CGS
 SN1224
 SN1224                          STATION DESCRIPTION
 SN1224
 SN1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1224'9.9 MI NW FROM GARRISON.
 SN1224'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1224'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 4.0
 SN1224'MILES NORTH ALONG A GRAVELED ROAD, 23 FEET EAST-SOUTHEAST OF THE
 SN1224'CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 21 FEET EAST OF THE
 SN1224'CENTERLINE OF THE NORTH-SOUTH ROAD, 7 FEET SOUTH OF THE EXTENDED
 SN1224'CENTERLINE OF THE ROAD LEADING WEST, 4.0 FEET EAST OF A SIGN, 2.0 FEET
 SN1224'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND
 SN1224'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1404 ***********************************************************************
 SN1404  DESIGNATION -  L 237
 SN1404  PID         -  SN1404
 SN1404  STATE/COUNTY-  ND/WARD
 SN1404  USGS QUAD   -  MAKOTI (1980)
 SN1404
 SN1404                         *CURRENT SURVEY CONTROL
 SN1404  ___________________________________________________________________
 SN1404* NAD 83(1986)-  47 57 48.     (N)    101 47 11.     (W)     SCALED    
 SN1404* NAVD 88     -       633.007  (meters)    2076.79   (feet)  ADJUSTED  
 SN1404  ___________________________________________________________________
 SN1404  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 SN1404  DYNAMIC HT  -         633.092 (meters)    2077.07  (feet)  COMP
 SN1404  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 SN1404
 SN1404  VERT ORDER  -  SECOND    CLASS 0
 SN1404
 SN1404.The horizontal coordinates were scaled from a topographic map and have
 SN1404.an estimated accuracy of +/- 6 seconds.
 SN1404
 SN1404.The orthometric height was determined by differential leveling
 SN1404.and adjusted by the National Geodetic Survey in June 1991..
 SN1404
 SN1404.The geoid height was determined by GEOID03.
 SN1404
 SN1404.The dynamic height is computed by dividing the NAVD 88
 SN1404.geopotential number by the normal gravity value computed on the
 SN1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1404.degrees latitude (g = 980.6199 gals.).
 SN1404
 SN1404.The modeled gravity was interpolated from observed gravity values.
 SN1404
 SN1404;                    North         East    Units  Estimated Accuracy
 SN1404;SPC ND N     -   107,910.      503,950.      MT  (+/- 180 meters Scaled)
 SN1404
 SN1404                          SUPERSEDED SURVEY CONTROL
 SN1404
 SN1404  NGVD 29 (??/??/92)  632.590  (m)         2075.42   (f) ADJ UNCH    2 0
 SN1404
 SN1404.Superseded values are not recommended for survey control.
 SN1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1404.See file dsdata.txt to determine how the superseded data were derived.
 SN1404
 SN1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU920159(NAD 83)
 SN1404_MARKER: DB = BENCH MARK DISK
 SN1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1404_STAMPING: L 237 1962
 SN1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1404+STABILITY: SURFACE MOTION
 SN1404
 SN1404  HISTORY     - Date     Condition        Report By
 SN1404  HISTORY     - 1962     MONUMENTED       CGS
 SN1404
 SN1404                          STATION DESCRIPTION
 SN1404
 SN1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1404'1.1 MI NE FROM MAKOTI.
 SN1404'ABOUT 0.25 MILE NORTH ALONG A GRAVELED STREET FROM THE RAILROAD
 SN1404'STATION AT MAKOTI, THENCE 0.85 MILE EAST ALONG A GRAVELED ROAD, 50
 SN1404'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SN1404'ROAD, 37 FEET NORTH OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 35 FEET
 SN1404'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.5 FEET WEST OF THE
 SN1404'SOUTHEAST FENCE CORNER OF A FENCE AROUND THE MAKOTI CEMETERY, 2.0 FEET
 SN1404'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET
 SN1404'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0597 ***********************************************************************
 TG0597  DESIGNATION -  L 238
 TG0597  PID         -  TG0597
 TG0597  STATE/COUNTY-  ND/MOUNTRAIL
 TG0597  USGS QUAD   -  PALERMO (1981)
 TG0597
 TG0597                         *CURRENT SURVEY CONTROL
 TG0597  ___________________________________________________________________
 TG0597* NAD 83(1986)-  48 21 21.     (N)    102 13 27.     (W)     SCALED    
 TG0597* NAVD 88     -       683.163  (meters)    2241.34   (feet)  ADJUSTED  
 TG0597  ___________________________________________________________________
 TG0597  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG0597  DYNAMIC HT  -         683.274 (meters)    2241.71  (feet)  COMP
 TG0597  MODELED GRAV-     980,750.6   (mgal)                       NAVD 88
 TG0597
 TG0597  VERT ORDER  -  FIRST     CLASS II
 TG0597
 TG0597.The horizontal coordinates were scaled from a topographic map and have
 TG0597.an estimated accuracy of +/- 6 seconds.
 TG0597
 TG0597.The orthometric height was determined by differential leveling
 TG0597.and adjusted by the National Geodetic Survey in June 1991..
 TG0597
 TG0597.The geoid height was determined by GEOID03.
 TG0597
 TG0597.The dynamic height is computed by dividing the NAVD 88
 TG0597.geopotential number by the normal gravity value computed on the
 TG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0597.degrees latitude (g = 980.6199 gals.).
 TG0597
 TG0597.The modeled gravity was interpolated from observed gravity values.
 TG0597
 TG0597;                    North         East    Units  Estimated Accuracy
 TG0597;SPC ND N     -   152,180.      472,240.      MT  (+/- 180 meters Scaled)
 TG0597
 TG0597                          SUPERSEDED SURVEY CONTROL
 TG0597
 TG0597  NGVD 29 (??/??/92)  682.713  (m)         2239.87   (f) ADJ UNCH    1 2
 TG0597
 TG0597.Superseded values are not recommended for survey control.
 TG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0597.See file dsdata.txt to determine how the superseded data were derived.
 TG0597
 TG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056595(NAD 83)
 TG0597_MARKER: DB = BENCH MARK DISK
 TG0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0597_SP_SET: CONCRETE POST
 TG0597_STAMPING: L 238 1963
 TG0597_MARK LOGO: CGS   
 TG0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0597+STABILITY: SURFACE MOTION
 TG0597
 TG0597  HISTORY     - Date     Condition        Report By
 TG0597  HISTORY     - 1963     MONUMENTED       CGS
 TG0597  HISTORY     - 1981     GOOD             NGS
 TG0597  HISTORY     - 19850612 GOOD             NGS
 TG0597
 TG0597                          STATION DESCRIPTION
 TG0597
 TG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0597'1.0 MI N FROM PALERMO.
 TG0597'ABOUT 1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0597'HIGHWAY 2 AT PALERMO, 75 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 TG0597'OF A GRAVELED ROAD LEADING EAST, 46 FEET EAST OF THE CENTERLINE OF THE
 TG0597'ROAD, 58.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 13.5
 TG0597'FEET SOUTH OF A FENCE CORNER, 2.0 FEET WEST OF A FENCE, 1.5 FEET NORTH
 TG0597'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROADS,
 TG0597'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 11, R 89
 TG0597'W, T 156 N.
 TG0597
 TG0597                          STATION RECOVERY (1981)
 TG0597
 TG0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0597'RECOVERED IN GOOD CONDITION.
 TG0597
 TG0597                          STATION RECOVERY (1985)
 TG0597
 TG0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TG0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2089 ***********************************************************************
 TG2089  DESIGNATION -  L 238 RESET
 TG2089  PID         -  TG2089
 TG2089  STATE/COUNTY-  ND/MOUNTRAIL
 TG2089  USGS QUAD   -  PALERMO (1981)
 TG2089
 TG2089                         *CURRENT SURVEY CONTROL
 TG2089  ___________________________________________________________________
 TG2089* NAD 83(1986)-  48 21 21.     (N)    102 13 27.     (W)     SCALED    
 TG2089* NAVD 88     -       682.01   (meters)    2237.6    (feet)  RESET     
 TG2089  ___________________________________________________________________
 TG2089  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 TG2089
 TG2089  VERT ORDER  -  THIRD
 TG2089
 TG2089.The horizontal coordinates were scaled from a topographic map and have
 TG2089.an estimated accuracy of +/- 6 seconds.
 TG2089
 TG2089.The orthometric height was computed from unverified reset data.
 TG2089.No vertical observational check was made to the station.
 TG2089
 TG2089.The geoid height was determined by GEOID03.
 TG2089
 TG2089;                    North         East    Units  Estimated Accuracy
 TG2089;SPC ND N     -   152,180.      472,240.      MT  (+/- 180 meters Scaled)
 TG2089
 TG2089                          SUPERSEDED SURVEY CONTROL
 TG2089
 TG2089  NGVD 29 (11/04/04)  681.56   (m)         2236.1    (f) RESET       3  
 TG2089
 TG2089.Superseded values are not recommended for survey control.
 TG2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2089.See file dsdata.txt to determine how the superseded data were derived.
 TG2089
 TG2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056595(NAD 83)
 TG2089_MARKER: DV = VERTICAL CONTROL DISK
 TG2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2089_SP_SET: CONCRETE POST
 TG2089_STAMPING: L 238 RESET 1985
 TG2089_MARK LOGO: NGS   
 TG2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2089+STABILITY: SURFACE MOTION
 TG2089
 TG2089  HISTORY     - Date     Condition        Report By
 TG2089  HISTORY     - 1985     MONUMENTED       NGS
 TG2089
 TG2089                          STATION DESCRIPTION
 TG2089
 TG2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TG2089'1.0 MILE (1.6 KM) NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND US
 TG2089'HIGHWAY 2 IN PALERMO, 34 M (111.5 FT) WEST OF CENTERLINE OF A GRAVEL
 TG2089'ROAD, 0.3 M (1.0 FT) EAST OF WITNESS POST, 0.25 M (0.82 FT) NORTH OF
 TG2089'SOUTH RIGHT-OF-WAY FENCE FOR OLD SECTION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1295 ***********************************************************************
 SN1295  DESIGNATION -  L 239
 SN1295  PID         -  SN1295
 SN1295  STATE/COUNTY-  ND/WARD
 SN1295  USGS QUAD   -  RYDER (1981)
 SN1295
 SN1295                         *CURRENT SURVEY CONTROL
 SN1295  ___________________________________________________________________
 SN1295* NAD 83(1986)-  47 55 13.     (N)    101 40 46.     (W)     SCALED    
 SN1295* NAVD 88     -       642.269  (meters)    2107.18   (feet)  ADJUSTED  
 SN1295  ___________________________________________________________________
 SN1295  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1295  DYNAMIC HT  -         642.350 (meters)    2107.44  (feet)  COMP
 SN1295  MODELED GRAV-     980,717.6   (mgal)                       NAVD 88
 SN1295
 SN1295  VERT ORDER  -  SECOND    CLASS 0
 SN1295
 SN1295.The horizontal coordinates were scaled from a topographic map and have
 SN1295.an estimated accuracy of +/- 6 seconds.
 SN1295
 SN1295.The orthometric height was determined by differential leveling
 SN1295.and adjusted by the National Geodetic Survey in June 1991..
 SN1295
 SN1295.The geoid height was determined by GEOID03.
 SN1295
 SN1295.The dynamic height is computed by dividing the NAVD 88
 SN1295.geopotential number by the normal gravity value computed on the
 SN1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1295.degrees latitude (g = 980.6199 gals.).
 SN1295
 SN1295.The modeled gravity was interpolated from observed gravity values.
 SN1295
 SN1295;                    North         East    Units  Estimated Accuracy
 SN1295;SPC ND N     -   102,990.      511,860.      MT  (+/- 180 meters Scaled)
 SN1295
 SN1295                          SUPERSEDED SURVEY CONTROL
 SN1295
 SN1295  NGVD 29 (??/??/92)  641.860  (m)         2105.84   (f) ADJ UNCH    2 0
 SN1295
 SN1295.Superseded values are not recommended for survey control.
 SN1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1295.See file dsdata.txt to determine how the superseded data were derived.
 SN1295
 SN1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU998109(NAD 83)
 SN1295_MARKER: DB = BENCH MARK DISK
 SN1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1295_STAMPING: L 239 1962
 SN1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1295+STABILITY: SURFACE MOTION
 SN1295
 SN1295  HISTORY     - Date     Condition        Report By
 SN1295  HISTORY     - 1962     MONUMENTED       CGS
 SN1295
 SN1295                          STATION DESCRIPTION
 SN1295
 SN1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1295'0.3 MI N FROM RYDER.
 SN1295'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD CROSSING
 SN1295'AT RYDER, 153 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 SN1295'HIGHWAY AND COUNTY ROAD 22, 109 FEET NORTH OF THE CENTERLINE OF THE
 SN1295'COUNTY ROAD, 103 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 SN1295'SOUTH OF A POWER POLE AND IN LINE WITH A ROW OF POLES, 216 FEET EAST
 SN1295'OF THE NORTHEAST CORNER OF A POWER TRANSMITTER WHICH IS NORTH OF
 SN1295'COUNTY ROAD 22, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 SN1295'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1295'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0650 ***********************************************************************
 TG0650  DESIGNATION -  L 240
 TG0650  PID         -  TG0650
 TG0650  STATE/COUNTY-  ND/MOUNTRAIL
 TG0650  USGS QUAD   -  PALERMO NW (1981)
 TG0650
 TG0650                         *CURRENT SURVEY CONTROL
 TG0650  ___________________________________________________________________
 TG0650* NAD 83(1986)-  48 26 42.     (N)    102 07 38.     (W)     SCALED    
 TG0650* NAVD 88     -       694.946  (meters)    2280.00   (feet)  ADJUSTED  
 TG0650  ___________________________________________________________________
 TG0650  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 TG0650  DYNAMIC HT  -         695.061 (meters)    2280.38  (feet)  COMP
 TG0650  MODELED GRAV-     980,751.7   (mgal)                       NAVD 88
 TG0650
 TG0650  VERT ORDER  -  SECOND    CLASS 0
 TG0650
 TG0650.The horizontal coordinates were scaled from a topographic map and have
 TG0650.an estimated accuracy of +/- 6 seconds.
 TG0650
 TG0650.The orthometric height was determined by differential leveling
 TG0650.and adjusted by the National Geodetic Survey in June 1991..
 TG0650
 TG0650.The geoid height was determined by GEOID03.
 TG0650
 TG0650.The dynamic height is computed by dividing the NAVD 88
 TG0650.geopotential number by the normal gravity value computed on the
 TG0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0650.degrees latitude (g = 980.6199 gals.).
 TG0650
 TG0650.The modeled gravity was interpolated from observed gravity values.
 TG0650
 TG0650;                    North         East    Units  Estimated Accuracy
 TG0650;SPC ND N     -   161,930.      479,630.      MT  (+/- 180 meters Scaled)
 TG0650
 TG0650                          SUPERSEDED SURVEY CONTROL
 TG0650
 TG0650  NGVD 29 (??/??/92)  694.519  (m)         2278.60   (f) ADJ UNCH    2 0
 TG0650
 TG0650.Superseded values are not recommended for survey control.
 TG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0650.See file dsdata.txt to determine how the superseded data were derived.
 TG0650
 TG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP124697(NAD 83)
 TG0650_MARKER: DB = BENCH MARK DISK
 TG0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0650_STAMPING: L 240 1963
 TG0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0650+STABILITY: SURFACE MOTION
 TG0650
 TG0650  HISTORY     - Date     Condition        Report By
 TG0650  HISTORY     - 1963     MONUMENTED       CGS
 TG0650
 TG0650                          STATION DESCRIPTION
 TG0650
 TG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0650'12.5 MI SW FROM COULEE.
 TG0650'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0650'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0650'ROAD, THENCE 5.2 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD, AT
 TG0650'THE JUNCTION OF A DRIVEWAY LEADING NORTH TO A PASTURE, 49 FEET NORTH
 TG0650'OF THE CENTERLINE OF THE ROAD, 16 FEET WEST OF THE CENTERLINE OF THE
 TG0650'DRIVEWAY, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 TG0650'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0650'PROJECTING 4 INCHES, S 6, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0423 ***********************************************************************
 TG0423  DESIGNATION -  L 241
 TG0423  PID         -  TG0423
 TG0423  STATE/COUNTY-  ND/MOUNTRAIL
 TG0423  USGS QUAD   -  BLAISDELL (1981)
 TG0423
 TG0423                         *CURRENT SURVEY CONTROL
 TG0423  ___________________________________________________________________
 TG0423* NAD 83(1986)-  48 20 58.     (N)    102 04 22.     (W)     SCALED    
 TG0423* NAVD 88     -       692.900  (meters)    2273.29   (feet)  ADJUSTED  
 TG0423  ___________________________________________________________________
 TG0423  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TG0423  DYNAMIC HT  -         693.011 (meters)    2273.65  (feet)  COMP
 TG0423  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 TG0423
 TG0423  VERT ORDER  -  FIRST     CLASS II
 TG0423
 TG0423.The horizontal coordinates were scaled from a topographic map and have
 TG0423.an estimated accuracy of +/- 6 seconds.
 TG0423
 TG0423.The orthometric height was determined by differential leveling
 TG0423.and adjusted by the National Geodetic Survey in June 1991..
 TG0423.WARNING-Repeat measurements at this control monument indicate possible
 TG0423.vertical movement.
 TG0423
 TG0423.The geoid height was determined by GEOID03.
 TG0423
 TG0423.The dynamic height is computed by dividing the NAVD 88
 TG0423.geopotential number by the normal gravity value computed on the
 TG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0423.degrees latitude (g = 980.6199 gals.).
 TG0423
 TG0423.The modeled gravity was interpolated from observed gravity values.
 TG0423
 TG0423;                    North         East    Units  Estimated Accuracy
 TG0423;SPC ND N     -   151,230.      483,440.      MT  (+/- 180 meters Scaled)
 TG0423
 TG0423                          SUPERSEDED SURVEY CONTROL
 TG0423
 TG0423.No superseded survey control is available for this station.
 TG0423
 TG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP168592(NAD 83)
 TG0423_MARKER: DB = BENCH MARK DISK
 TG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0423_STAMPING: L 241 1963
 TG0423_MARK LOGO: CGS   
 TG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0423+STABILITY: SURFACE MOTION
 TG0423
 TG0423  HISTORY     - Date     Condition        Report By
 TG0423  HISTORY     - 1963     MONUMENTED       CGS
 TG0423  HISTORY     - 1981     GOOD             NGS
 TG0423
 TG0423                          STATION DESCRIPTION
 TG0423
 TG0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0423'0.9 MI NE FROM BLAISDELL.
 TG0423'ABOUT 0.9 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0423'RAILWAY STATION AT BLAISDELL, ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY 2,
 TG0423'AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A CULTIVATED FIELD, 53
 TG0423'FEET EAST OF THE CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE
 TG0423'CENTERLINE OF THE DRIVEWAY, 7.5 FEET SOUTHWEST OF THE SOUTH GATE POST
 TG0423'OF A GATE, 3.5 FEET WEST OF A FENCE, 3.0 FEET SOUTH OF A TELEPHONE
 TG0423'POLE, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TG0423'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 12,
 TG0423'R 89 W, T 156 N.
 TG0423
 TG0423                          STATION RECOVERY (1981)
 TG0423
 TG0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0863 ***********************************************************************
 SO0863  DESIGNATION -  L 242 RESET
 SO0863  PID         -  SO0863
 SO0863  STATE/COUNTY-  ND/MOUNTRAIL
 SO0863  USGS QUAD   -  NEW TOWN (1981)
 SO0863
 SO0863                         *CURRENT SURVEY CONTROL
 SO0863  ___________________________________________________________________
 SO0863* NAD 83(1986)-  47 58 40.     (N)    102 24 26.     (W)     SCALED    
 SO0863* NAVD 88     -       565.92   (meters)    1856.7    (feet)  RESET     
 SO0863  ___________________________________________________________________
 SO0863  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SO0863
 SO0863  VERT ORDER  -  THIRD
 SO0863
 SO0863.The horizontal coordinates were scaled from a topographic map and have
 SO0863.an estimated accuracy of +/- 6 seconds.
 SO0863
 SO0863.The orthometric height was computed from unverified reset data.
 SO0863.No vertical observational check was made to the station.
 SO0863
 SO0863.The geoid height was determined by GEOID03.
 SO0863
 SO0863;                    North         East    Units  Estimated Accuracy
 SO0863;SPC ND N     -   110,470.      457,640.      MT  (+/- 180 meters Scaled)
 SO0863
 SO0863                          SUPERSEDED SURVEY CONTROL
 SO0863
 SO0863  NGVD 29 (11/04/04)  565.47   (m)         1855.2    (f) RESET       3  
 SO0863
 SO0863.Superseded values are not recommended for survey control.
 SO0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0863.See file dsdata.txt to determine how the superseded data were derived.
 SO0863
 SO0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP934170(NAD 83)
 SO0863_MARKER: DV = VERTICAL CONTROL DISK
 SO0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0863_SP_SET: CONCRETE POST
 SO0863_STAMPING: L 242 RESET 1993
 SO0863_MARK LOGO: NGS   
 SO0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0863+STABILITY: SURFACE MOTION
 SO0863
 SO0863  HISTORY     - Date     Condition        Report By
 SO0863  HISTORY     - 1993     MONUMENTED       NDHD
 SO0863  HISTORY     - 20060909 GOOD             GEOCAC
 SO0863
 SO0863                          STATION DESCRIPTION
 SO0863
 SO0863'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1993
 SO0863'ABOUT 4.1 MILES (6.6 KM) EAST ALONG STATE HIGHWAY 23 FROM THE JUNCTION
 SO0863'OF NO.  23 AND NO.  1804 IN NEWTOWN, SET FLUSH WITH THE GROUND, 115
 SO0863'FEET (35.1 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 17
 SO0863'FEET (5.2 M) BELOW THE LEVEL OF THE HIGHWAY S24 R92W T152N, 127.0
 SO0863'FEET (38.7 M) SOUTHEAST OF TOP OF SOUTHEAST ABUTMENT, 120.0 FEET
 SO0863'(36.6 M) SOUTHEAST OF CORNER OF SOUTHEAST WINGWALL, 157.0 FEET
 SO0863'(47.9 M) SOUTHEAST OF TOP OF SOUTHWEST ABUTMENT, 152.5 FEET (46.5 M)
 SO0863'SOUTHEAST OF CORNER OF SOUTHWEST WINGWALL.
 SO0863
 SO0863                          STATION RECOVERY (2006)
 SO0863
 SO0863'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SO0863'THE STATION IS ONE FOOT NORTH OF AN ORANGE CARSONITE WITNESS POST.
 SO0863'HANDHELD COORDINATES ARE N47-58-39.24 W102-24-25.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0285 ***********************************************************************
 SO0285  DESIGNATION -  L 243
 SO0285  PID         -  SO0285
 SO0285  STATE/COUNTY-  ND/MOUNTRAIL
 SO0285  USGS QUAD   -  PARSHALL (1981)
 SO0285
 SO0285                         *CURRENT SURVEY CONTROL
 SO0285  ___________________________________________________________________
 SO0285* NAD 83(1986)-  47 57 48.     (N)    102 07 44.     (W)     SCALED    
 SO0285* NAVD 88     -       609.060  (meters)    1998.22   (feet)  ADJUSTED  
 SO0285  ___________________________________________________________________
 SO0285  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 SO0285  DYNAMIC HT  -         609.152 (meters)    1998.53  (feet)  COMP
 SO0285  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 SO0285
 SO0285  VERT ORDER  -  SECOND    CLASS 0
 SO0285
 SO0285.The horizontal coordinates were scaled from a topographic map and have
 SO0285.an estimated accuracy of +/- 6 seconds.
 SO0285
 SO0285.The orthometric height was determined by differential leveling
 SO0285.and adjusted by the National Geodetic Survey in June 1991..
 SO0285
 SO0285.The geoid height was determined by GEOID03.
 SO0285
 SO0285.The dynamic height is computed by dividing the NAVD 88
 SO0285.geopotential number by the normal gravity value computed on the
 SO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0285.degrees latitude (g = 980.6199 gals.).
 SO0285
 SO0285.The modeled gravity was interpolated from observed gravity values.
 SO0285
 SO0285;                    North         East    Units  Estimated Accuracy
 SO0285;SPC ND N     -   108,390.      478,370.      MT  (+/- 180 meters Scaled)
 SO0285
 SO0285                          SUPERSEDED SURVEY CONTROL
 SO0285
 SO0285  NGVD 29 (??/??/92)  608.636  (m)         1996.83   (f) ADJ UNCH    2 0
 SO0285
 SO0285.Superseded values are not recommended for survey control.
 SO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0285.See file dsdata.txt to determine how the superseded data were derived.
 SO0285
 SO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP143162(NAD 83)
 SO0285_MARKER: DB = BENCH MARK DISK
 SO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0285_STAMPING: L 243 1963
 SO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0285+STABILITY: SURFACE MOTION
 SO0285
 SO0285  HISTORY     - Date     Condition        Report By
 SO0285  HISTORY     - 1963     MONUMENTED       CGS
 SO0285
 SO0285                          STATION DESCRIPTION
 SO0285
 SO0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0285'1.1 MI N FROM PARSHALL.
 SO0285'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0285'PARSHALL, THENCE 0.9 MILE NORTH ALONG STATE HIGHWAY 8, 93.0 FEET
 SO0285'NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 79.0
 SO0285'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 46.0 FEET NORTH OF THE
 SO0285'CENTERLINE OF THE EAST-WEST ROAD, 8.8 FEET NORTHWEST OF A BRACE POLE,
 SO0285'3.0 FEET EAST OF A POWER POLE BRACED BY 3 GUY WIRES, 1.6 FEET NORTH OF
 SO0285'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SO0285'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 19, R 89 W, T
 SO0285'152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0283 ***********************************************************************
 SO0283  DESIGNATION -  L 244
 SO0283  PID         -  SO0283
 SO0283  STATE/COUNTY-  ND/MOUNTRAIL
 SO0283  USGS QUAD   -  PARSHALL (1981)
 SO0283
 SO0283                         *CURRENT SURVEY CONTROL
 SO0283  ___________________________________________________________________
 SO0283* NAD 83(1986)-  47 58 39.     (N)    102 10 20.     (W)     SCALED    
 SO0283* NAVD 88     -       608.907  (meters)    1997.72   (feet)  ADJUSTED  
 SO0283  ___________________________________________________________________
 SO0283  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 SO0283  DYNAMIC HT  -         608.999 (meters)    1998.02  (feet)  COMP
 SO0283  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 SO0283
 SO0283  VERT ORDER  -  SECOND    CLASS 0
 SO0283
 SO0283.The horizontal coordinates were scaled from a topographic map and have
 SO0283.an estimated accuracy of +/- 6 seconds.
 SO0283
 SO0283.The orthometric height was determined by differential leveling
 SO0283.and adjusted by the National Geodetic Survey in June 1991..
 SO0283
 SO0283.The geoid height was determined by GEOID03.
 SO0283
 SO0283.The dynamic height is computed by dividing the NAVD 88
 SO0283.geopotential number by the normal gravity value computed on the
 SO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0283.degrees latitude (g = 980.6199 gals.).
 SO0283
 SO0283.The modeled gravity was interpolated from observed gravity values.
 SO0283
 SO0283;                    North         East    Units  Estimated Accuracy
 SO0283;SPC ND N     -   110,040.      475,170.      MT  (+/- 180 meters Scaled)
 SO0283
 SO0283                          SUPERSEDED SURVEY CONTROL
 SO0283
 SO0283  NGVD 29 (??/??/92)  608.482  (m)         1996.33   (f) ADJ UNCH    2 0
 SO0283
 SO0283.Superseded values are not recommended for survey control.
 SO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0283.See file dsdata.txt to determine how the superseded data were derived.
 SO0283
 SO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP110176(NAD 83)
 SO0283_MARKER: DB = BENCH MARK DISK
 SO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0283_STAMPING: L 244 1963
 SO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0283+STABILITY: SURFACE MOTION
 SO0283
 SO0283  HISTORY     - Date     Condition        Report By
 SO0283  HISTORY     - 1963     MONUMENTED       CGS
 SO0283
 SO0283                          STATION DESCRIPTION
 SO0283
 SO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0283'4.1 MI NW FROM PARSHALL.
 SO0283'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0283'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 2.0
 SO0283'MILES WEST ALONG STATE HIGHWAY 23, 130.0 FEET SOUTHWEST OF THE CENTER
 SO0283'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 100.0 FEET SOUTH OF THE
 SO0283'CENTERLINE OF THE HIGHWAY, 80.0 FEET WEST OF THE CENTERLINE OF THE
 SO0283'NORTH-SOUTH ROAD, 4.5 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A
 SO0283'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SO0283'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT, S 22, R 90 W, T
 SO0283'152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0670 ***********************************************************************
 TG0670  DESIGNATION -  L 245 RESET
 TG0670  PID         -  TG0670
 TG0670  STATE/COUNTY-  ND/MOUNTRAIL
 TG0670  USGS QUAD   -  EPWORTH NW (1981)
 TG0670
 TG0670                         *CURRENT SURVEY CONTROL
 TG0670  ___________________________________________________________________
 TG0670* NAD 83(1986)-  48 13 33.     (N)    102 13 29.     (W)     SCALED    
 TG0670* NAVD 88     -       680.22   (+/-2cm)    2231.7    (feet)  VERTCON   
 TG0670  ___________________________________________________________________
 TG0670  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 TG0670
 TG0670  VERT ORDER  -  THIRD (See Below)
 TG0670
 TG0670.The horizontal coordinates were scaled from a topographic map and have
 TG0670.an estimated accuracy of +/- 6 seconds.
 TG0670
 TG0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0670.The vertical order pertains to the NGVD 29 superseded value.
 TG0670
 TG0670.The geoid height was determined by GEOID03.
 TG0670
 TG0670;                    North         East    Units  Estimated Accuracy
 TG0670;SPC ND N     -   137,730.      471,870.      MT  (+/- 180 meters Scaled)
 TG0670
 TG0670                          SUPERSEDED SURVEY CONTROL
 TG0670
 TG0670  NGVD 29 (11/04/04)  679.77   (m)         2230.2    (f) RESET       3  
 TG0670
 TG0670.Superseded values are not recommended for survey control.
 TG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0670.See file dsdata.txt to determine how the superseded data were derived.
 TG0670
 TG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP061451(NAD 83)
 TG0670_MARKER: DB = BENCH MARK DISK
 TG0670_SETTING: 0 = UNSPECIFIED SETTING
 TG0670_STAMPING: L 245 RESET 1977
 TG0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0670
 TG0670  HISTORY     - Date     Condition        Report By
 TG0670  HISTORY     - 1977     MONUMENTED       NGS
 TG0670
 TG0670                          STATION DESCRIPTION
 TG0670
 TG0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TG0670'7.9 MI S FROM PALERMO.
 TG0670'FROM THE CENTER OF PALERMO, GO EAST ALONG RAILROAD TRACK FOR 0.15
 TG0670'MILE, THENCE SOUTH ALONG PAVED ROAD FOR 7.8 MILES TO MARK ON LEFT. 75
 TG0670'FEET EAST OF CENTER OF ROAD, 22 FEET NORTH OF TRACK ROAD, 31.5 FEET
 TG0670'WEST OF A BURIED CABLE SIGN, 2.5 FEET SOUTH-SOUTHWEST OF FENCE CORNER
 TG0670'1.1 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0740 ***********************************************************************
 TG0740  DESIGNATION -  L 246
 TG0740  PID         -  TG0740
 TG0740  STATE/COUNTY-  ND/MOUNTRAIL
 TG0740  USGS QUAD   -  EPWORTH SE (1981)
 TG0740
 TG0740                         *CURRENT SURVEY CONTROL
 TG0740  ___________________________________________________________________
 TG0740* NAD 83(1986)-  48 07 27.     (N)    102 01 49.     (W)     SCALED    
 TG0740* NAVD 88     -       647.120  (meters)    2123.09   (feet)  ADJUSTED  
 TG0740  ___________________________________________________________________
 TG0740  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TG0740  DYNAMIC HT  -         647.217 (meters)    2123.41  (feet)  COMP
 TG0740  MODELED GRAV-     980,739.9   (mgal)                       NAVD 88
 TG0740
 TG0740  VERT ORDER  -  SECOND    CLASS 0
 TG0740
 TG0740.The horizontal coordinates were scaled from a topographic map and have
 TG0740.an estimated accuracy of +/- 6 seconds.
 TG0740
 TG0740.The orthometric height was determined by differential leveling
 TG0740.and adjusted by the National Geodetic Survey in June 1991..
 TG0740
 TG0740.The geoid height was determined by GEOID03.
 TG0740
 TG0740.The dynamic height is computed by dividing the NAVD 88
 TG0740.geopotential number by the normal gravity value computed on the
 TG0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0740.degrees latitude (g = 980.6199 gals.).
 TG0740
 TG0740.The modeled gravity was interpolated from observed gravity values.
 TG0740
 TG0740;                    North         East    Units  Estimated Accuracy
 TG0740;SPC ND N     -   126,120.      486,090.      MT  (+/- 180 meters Scaled)
 TG0740
 TG0740                          SUPERSEDED SURVEY CONTROL
 TG0740
 TG0740  NGVD 29 (??/??/92)  646.688  (m)         2121.68   (f) ADJ UNCH    2 0
 TG0740
 TG0740.Superseded values are not recommended for survey control.
 TG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0740.See file dsdata.txt to determine how the superseded data were derived.
 TG0740
 TG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP209343(NAD 83)
 TG0740_MARKER: DB = BENCH MARK DISK
 TG0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0740_STAMPING: L 246 1963
 TG0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0740+STABILITY: SURFACE MOTION
 TG0740
 TG0740  HISTORY     - Date     Condition        Report By
 TG0740  HISTORY     - 1963     MONUMENTED       CGS
 TG0740
 TG0740                          STATION DESCRIPTION
 TG0740
 TG0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0740'10.5 MI NW FROM PLAZA.
 TG0740'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0740'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0740'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0 MILES
 TG0740'WEST ALONG A GRAVELED COUNTY ROAD, 64.0 FEET SOUTHWEST OF THE
 TG0740'INTERSECTION OF A NORTH-SOUTH ROAD, 45.0 FEET SOUTH OF THE CENTERLINE
 TG0740'OF THE GRAVELED COUNTY ROAD, 44.0 FEET WEST OF THE CENTERLINE OF THE
 TG0740'NORTH-SOUTH ROAD, 5.0 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE,
 TG0740'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TG0740'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0740'0.6 FOOT, S 31, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1370 ***********************************************************************
 SN1370  DESIGNATION -  L 247
 SN1370  PID         -  SN1370
 SN1370  STATE/COUNTY-  ND/MCLEAN
 SN1370  USGS QUAD   -  MAKOTI SW (1956)
 SN1370
 SN1370                         *CURRENT SURVEY CONTROL
 SN1370  ___________________________________________________________________
 SN1370* NAD 83(1986)-  47 47 22.     (N)    101 58 48.     (W)     SCALED    
 SN1370* NAVD 88     -       611.176  (meters)    2005.17   (feet)  ADJUSTED  
 SN1370  ___________________________________________________________________
 SN1370  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 SN1370  DYNAMIC HT  -         611.253 (meters)    2005.42  (feet)  COMP
 SN1370  MODELED GRAV-     980,718.4   (mgal)                       NAVD 88
 SN1370
 SN1370  VERT ORDER  -  SECOND    CLASS 0
 SN1370
 SN1370.The horizontal coordinates were scaled from a topographic map and have
 SN1370.an estimated accuracy of +/- 6 seconds.
 SN1370
 SN1370.The orthometric height was determined by differential leveling
 SN1370.and adjusted by the National Geodetic Survey in June 1991..
 SN1370
 SN1370.The geoid height was determined by GEOID03.
 SN1370
 SN1370.The dynamic height is computed by dividing the NAVD 88
 SN1370.geopotential number by the normal gravity value computed on the
 SN1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1370.degrees latitude (g = 980.6199 gals.).
 SN1370
 SN1370.The modeled gravity was interpolated from observed gravity values.
 SN1370
 SN1370;                    North         East    Units  Estimated Accuracy
 SN1370;SPC ND N     -    88,840.      489,120.      MT  (+/- 180 meters Scaled)
 SN1370
 SN1370                          SUPERSEDED SURVEY CONTROL
 SN1370
 SN1370  NGVD 29 (??/??/92)  610.758  (m)         2003.80   (f) ADJ UNCH    2 0
 SN1370
 SN1370.Superseded values are not recommended for survey control.
 SN1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1370.See file dsdata.txt to determine how the superseded data were derived.
 SN1370
 SN1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT768971(NAD 83)
 SN1370_MARKER: DB = BENCH MARK DISK
 SN1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1370_STAMPING: L 247 1963
 SN1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1370+STABILITY: SURFACE MOTION
 SN1370
 SN1370  HISTORY     - Date     Condition        Report By
 SN1370  HISTORY     - 1963     MONUMENTED       CGS
 SN1370
 SN1370                          STATION DESCRIPTION
 SN1370
 SN1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1370'6.0 MI NE FROM RAUB.
 SN1370'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF A
 SN1370'GRAVELED COUNTY ROAD AT RAUB, THENCE 2.0 MILES NORTH ALONG A TRACK
 SN1370'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 74.5 FEET NORTHWEST
 SN1370'OF THE CENTER OF A ROAD INTERSECTION, 51.5 FEET NORTH OF THE
 SN1370'CENTERLINE OF THE EAST-WEST ROAD, 58.0 FEET WEST OF THE CENTERLINE OF
 SN1370'THE NORTH-SOUTH ROAD, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SN1370'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1370'PROJECTING 0.6 FOOT, S 19, R 88 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1216 ***********************************************************************
 SN1216  DESIGNATION -  L 248
 SN1216  PID         -  SN1216
 SN1216  STATE/COUNTY-  ND/MCLEAN
 SN1216  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1216
 SN1216                         *CURRENT SURVEY CONTROL
 SN1216  ___________________________________________________________________
 SN1216* NAD 83(1986)-  47 41 17.     (N)    101 52 20.     (W)     SCALED    
 SN1216* NAVD 88     -       605.896  (meters)    1987.84   (feet)  ADJUSTED  
 SN1216  ___________________________________________________________________
 SN1216  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 SN1216  DYNAMIC HT  -         605.960 (meters)    1988.05  (feet)  COMP
 SN1216  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 SN1216
 SN1216  VERT ORDER  -  SECOND    CLASS 0
 SN1216
 SN1216.The horizontal coordinates were scaled from a topographic map and have
 SN1216.an estimated accuracy of +/- 6 seconds.
 SN1216
 SN1216.The orthometric height was determined by differential leveling
 SN1216.and adjusted by the National Geodetic Survey in June 1991..
 SN1216
 SN1216.The geoid height was determined by GEOID03.
 SN1216
 SN1216.The dynamic height is computed by dividing the NAVD 88
 SN1216.geopotential number by the normal gravity value computed on the
 SN1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1216.degrees latitude (g = 980.6199 gals.).
 SN1216
 SN1216.The modeled gravity was interpolated from observed gravity values.
 SN1216
 SN1216;                    North         East    Units  Estimated Accuracy
 SN1216;SPC ND N     -    77,420.      496,990.      MT  (+/- 180 meters Scaled)
 SN1216
 SN1216                          SUPERSEDED SURVEY CONTROL
 SN1216
 SN1216  NGVD 29 (??/??/92)  605.476  (m)         1986.47   (f) ADJ UNCH    2 0
 SN1216
 SN1216.Superseded values are not recommended for survey control.
 SN1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1216.See file dsdata.txt to determine how the superseded data were derived.
 SN1216
 SN1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT844856(NAD 83)
 SN1216_MARKER: DB = BENCH MARK DISK
 SN1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1216_STAMPING: L 248 1963
 SN1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1216+STABILITY: SURFACE MOTION
 SN1216
 SN1216  HISTORY     - Date     Condition        Report By
 SN1216  HISTORY     - 1963     MONUMENTED       CGS
 SN1216
 SN1216                          STATION DESCRIPTION
 SN1216
 SN1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1216'5.65 MI SW FROM ROSEGLEN.
 SN1216'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1216'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 SN1216'COUNTY ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED COUNTY ROAD, 49.5
 SN1216'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH
 SN1216'ROAD, 43.0 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 24.5 FEET
 SN1216'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 1.5 FEET EAST OF A
 SN1216'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE EAST-WEST
 SN1216'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 36,
 SN1216'R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1166 ***********************************************************************
 SN1166  DESIGNATION -  L 249
 SN1166  PID         -  SN1166
 SN1166  STATE/COUNTY-  ND/MCLEAN
 SN1166  USGS QUAD   -  EMMET NE (1956)
 SN1166
 SN1166                         *CURRENT SURVEY CONTROL
 SN1166  ___________________________________________________________________
 SN1166* NAD 83(1986)-  47 44 48.     (N)    101 36 52.     (W)     SCALED    
 SN1166* NAVD 88     -       632.594  (meters)    2075.44   (feet)  ADJUSTED  
 SN1166  ___________________________________________________________________
 SN1166  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 SN1166  DYNAMIC HT  -         632.659 (meters)    2075.65  (feet)  COMP
 SN1166  MODELED GRAV-     980,694.6   (mgal)                       NAVD 88
 SN1166
 SN1166  VERT ORDER  -  SECOND    CLASS 0
 SN1166
 SN1166.The horizontal coordinates were scaled from a topographic map and have
 SN1166.an estimated accuracy of +/- 6 seconds.
 SN1166
 SN1166.The orthometric height was determined by differential leveling
 SN1166.and adjusted by the National Geodetic Survey in June 1991..
 SN1166
 SN1166.The geoid height was determined by GEOID03.
 SN1166
 SN1166.The dynamic height is computed by dividing the NAVD 88
 SN1166.geopotential number by the normal gravity value computed on the
 SN1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1166.degrees latitude (g = 980.6199 gals.).
 SN1166
 SN1166.The modeled gravity was interpolated from observed gravity values.
 SN1166
 SN1166;                    North         East    Units  Estimated Accuracy
 SN1166;SPC ND N     -    83,620.      516,440.      MT  (+/- 180 meters Scaled)
 SN1166
 SN1166                          SUPERSEDED SURVEY CONTROL
 SN1166
 SN1166  NGVD 29 (??/??/92)  632.180  (m)         2074.08   (f) ADJ UNCH    2 0
 SN1166
 SN1166.Superseded values are not recommended for survey control.
 SN1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1166.See file dsdata.txt to determine how the superseded data were derived.
 SN1166
 SN1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT040914(NAD 83)
 SN1166_MARKER: DB = BENCH MARK DISK
 SN1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1166_STAMPING: L 249 1963
 SN1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1166+STABILITY: SURFACE MOTION
 SN1166
 SN1166  HISTORY     - Date     Condition        Report By
 SN1166  HISTORY     - 1963     MONUMENTED       CGS
 SN1166
 SN1166                          STATION DESCRIPTION
 SN1166
 SN1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1166'10.35 MI E FROM ROSEGLEN.
 SN1166'ABOUT 7.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1166'MAIN STREET AT ROSEGLEN, THENCE 3.0 MILES EAST ALONG A GRAVELED COUNTY
 SN1166'ROAD, 64 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 SN1166'NORTH-SOUTH ROAD, 56 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 SN1166'ROAD, 31 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 17 FEET
 SN1166'WEST OF TELEPHONE POLE NO. 3K 94, NEAR A FENCE CORNER, 1.5 FEET SOUTH
 SN1166'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE EAST-WEST ROAD, AND SET
 SN1166'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 6, R 85 W, T 149
 SN1166'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1247 ***********************************************************************
 SN1247  DESIGNATION -  L 250
 SN1247  PID         -  SN1247
 SN1247  STATE/COUNTY-  ND/MCLEAN
 SN1247  USGS QUAD   -  EMMET (1956)
 SN1247
 SN1247                         *CURRENT SURVEY CONTROL
 SN1247  ___________________________________________________________________
 SN1247* NAD 83(1986)-  47 43 03.     (N)    101 40 44.     (W)     SCALED    
 SN1247* NAVD 88     -       664.617  (meters)    2180.50   (feet)  ADJUSTED  
 SN1247  ___________________________________________________________________
 SN1247  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SN1247  DYNAMIC HT  -         664.684 (meters)    2180.72  (feet)  COMP
 SN1247  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 SN1247
 SN1247  VERT ORDER  -  SECOND    CLASS 0
 SN1247
 SN1247.The horizontal coordinates were scaled from a topographic map and have
 SN1247.an estimated accuracy of +/- 6 seconds.
 SN1247
 SN1247.The orthometric height was determined by differential leveling
 SN1247.and adjusted by the National Geodetic Survey in June 1991..
 SN1247
 SN1247.The geoid height was determined by GEOID03.
 SN1247
 SN1247.The dynamic height is computed by dividing the NAVD 88
 SN1247.geopotential number by the normal gravity value computed on the
 SN1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1247.degrees latitude (g = 980.6199 gals.).
 SN1247
 SN1247.The modeled gravity was interpolated from observed gravity values.
 SN1247
 SN1247;                    North         East    Units  Estimated Accuracy
 SN1247;SPC ND N     -    80,450.      511,550.      MT  (+/- 180 meters Scaled)
 SN1247
 SN1247                          SUPERSEDED SURVEY CONTROL
 SN1247
 SN1247  NGVD 29 (??/??/92)  664.197  (m)         2179.12   (f) ADJ UNCH    2 0
 SN1247
 SN1247.Superseded values are not recommended for survey control.
 SN1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1247.See file dsdata.txt to determine how the superseded data were derived.
 SN1247
 SN1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT990883(NAD 83)
 SN1247_MARKER: DB = BENCH MARK DISK
 SN1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1247_STAMPING: L 250 1963
 SN1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1247+STABILITY: SURFACE MOTION
 SN1247
 SN1247  HISTORY     - Date     Condition        Report By
 SN1247  HISTORY     - 1963     MONUMENTED       CGS
 SN1247
 SN1247                          STATION DESCRIPTION
 SN1247
 SN1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1247'6.0 MI NW FROM EMMET.
 SN1247'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1247'AT EMMET, 80 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 SN1247'EAST-WEST ROAD, 74 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 37 FEET
 SN1247'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 56 FEET SOUTHWEST
 SN1247'ACROSS A FENCE FROM A POWER POLE, 4 FEET NORTHWEST OF A FENCE CORNER,
 SN1247'4 FEET NORTHWEST ACROSS A FENCE FROM A TELEPHONE POLE, 1.5 FEET SOUTH
 SN1247'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 SN1247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 15, R 86
 SN1247'W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0080 ***********************************************************************
 TG0080  DESIGNATION -  L 251
 TG0080  PID         -  TG0080
 TG0080  STATE/COUNTY-  ND/BURKE
 TG0080  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0080
 TG0080                         *CURRENT SURVEY CONTROL
 TG0080  ___________________________________________________________________
 TG0080* NAD 83(1986)-  48 35 01.     (N)    102 24 29.     (W)     SCALED    
 TG0080* NAVD 88     -       720.160  (meters)    2362.72   (feet)  ADJUSTED  
 TG0080  ___________________________________________________________________
 TG0080  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG0080  DYNAMIC HT  -         720.285 (meters)    2363.14  (feet)  COMP
 TG0080  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 TG0080
 TG0080  VERT ORDER  -  SECOND    CLASS 0
 TG0080
 TG0080.The horizontal coordinates were scaled from a topographic map and have
 TG0080.an estimated accuracy of +/- 6 seconds.
 TG0080
 TG0080.The orthometric height was determined by differential leveling
 TG0080.and adjusted by the National Geodetic Survey in June 1991..
 TG0080
 TG0080.The geoid height was determined by GEOID03.
 TG0080
 TG0080.The dynamic height is computed by dividing the NAVD 88
 TG0080.geopotential number by the normal gravity value computed on the
 TG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0080.degrees latitude (g = 980.6199 gals.).
 TG0080
 TG0080.The modeled gravity was interpolated from observed gravity values.
 TG0080
 TG0080;                    North         East    Units  Estimated Accuracy
 TG0080;SPC ND N     -   177,820.      459,240.      MT  (+/- 180 meters Scaled)
 TG0080
 TG0080                          SUPERSEDED SURVEY CONTROL
 TG0080
 TG0080  NGVD 29 (??/??/92)  719.716  (m)         2361.27   (f) ADJ UNCH    2 0
 TG0080
 TG0080.Superseded values are not recommended for survey control.
 TG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0080.See file dsdata.txt to determine how the superseded data were derived.
 TG0080
 TG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP911844(NAD 83)
 TG0080_MARKER: DB = BENCH MARK DISK
 TG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0080_STAMPING: L 251 1963
 TG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0080+STABILITY: SURFACE MOTION
 TG0080
 TG0080  HISTORY     - Date     Condition        Report By
 TG0080  HISTORY     - 1963     MONUMENTED       CGS
 TG0080  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0080
 TG0080                          STATION DESCRIPTION
 TG0080
 TG0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0080'18.6 MI N FROM STANLEY.
 TG0080'ABOUT 18.6 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0080'STANLEY, 116 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 TG0080'DRIVEWAY LEADING WEST TO A SMALL SCHOOL, 103 FEET WEST OF THE
 TG0080'CENTERLINE OF THE HIGHWAY, 54 FEET SOUTH OF THE CENTERLINE OF THE
 TG0080'DRIVEWAY, 2.5 FEET SOUTH OF A POWER POLE, IN LINE WITH A ROW OF POLES,
 TG0080'1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 TG0080'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TG0080'INCHES, S 22, R 91 W, T 159 N.
 TG0080
 TG0080                          STATION RECOVERY (1974)
 TG0080
 TG0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0326 ***********************************************************************
 TG0326  DESIGNATION -  L 252
 TG0326  PID         -  TG0326
 TG0326  STATE/COUNTY-  ND/WARD
 TG0326  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0326
 TG0326                         *CURRENT SURVEY CONTROL
 TG0326  ___________________________________________________________________
 TG0326* NAD 83(1986)-  48 34 46.     (N)    102 12 45.     (W)     SCALED    
 TG0326* NAVD 88     -       694.749  (meters)    2279.36   (feet)  ADJUSTED  
 TG0326  ___________________________________________________________________
 TG0326  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0326  DYNAMIC HT  -         694.871 (meters)    2279.76  (feet)  COMP
 TG0326  MODELED GRAV-     980,762.5   (mgal)                       NAVD 88
 TG0326
 TG0326  VERT ORDER  -  SECOND    CLASS 0
 TG0326
 TG0326.The horizontal coordinates were scaled from a topographic map and have
 TG0326.an estimated accuracy of +/- 6 seconds.
 TG0326
 TG0326.The orthometric height was determined by differential leveling
 TG0326.and adjusted by the National Geodetic Survey in June 1991..
 TG0326
 TG0326.The geoid height was determined by GEOID03.
 TG0326
 TG0326.The dynamic height is computed by dividing the NAVD 88
 TG0326.geopotential number by the normal gravity value computed on the
 TG0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0326.degrees latitude (g = 980.6199 gals.).
 TG0326
 TG0326.The modeled gravity was interpolated from observed gravity values.
 TG0326
 TG0326;                    North         East    Units  Estimated Accuracy
 TG0326;SPC ND N     -   177,010.      473,660.      MT  (+/- 180 meters Scaled)
 TG0326
 TG0326                          SUPERSEDED SURVEY CONTROL
 TG0326
 TG0326  NGVD 29 (??/??/92)  694.322  (m)         2277.95   (f) ADJ UNCH    2 0
 TG0326
 TG0326.Superseded values are not recommended for survey control.
 TG0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0326.See file dsdata.txt to determine how the superseded data were derived.
 TG0326
 TG0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP055844(NAD 83)
 TG0326_MARKER: DB = BENCH MARK DISK
 TG0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0326_STAMPING: L 252 1963
 TG0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0326+STABILITY: SURFACE MOTION
 TG0326
 TG0326  HISTORY     - Date     Condition        Report By
 TG0326  HISTORY     - 1963     MONUMENTED       CGS
 TG0326
 TG0326                          STATION DESCRIPTION
 TG0326
 TG0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0326'11.7 MI NW FROM COULEE.
 TG0326'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0326'RAILWAY STATION AT COULEE, THENCE 2.4 MILES NORTH ALONG A GRAVELED
 TG0326'ROAD, ABOUT 0.3 MILE NORTH OF A GRAVELED ROAD INTERSECTION, ON THE
 TG0326'INSIDE OF A CURVE, 60 FEET WEST OF THE CENTERLINE OF THE ROAD, 9.5
 TG0326'FEET NORTHEAST OF A POWER POLE, 2.0 FEET EAST OF A FENCE, 1.8 FEET
 TG0326'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 TG0326'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 19, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1262 ***********************************************************************
 TF1262  DESIGNATION -  L 253
 TF1262  PID         -  TF1262
 TF1262  STATE/COUNTY-  ND/MOUNTRAIL
 TF1262  USGS QUAD   -  PLAZA NW (1981)
 TF1262
 TF1262                         *CURRENT SURVEY CONTROL
 TF1262  ___________________________________________________________________
 TF1262* NAD 83(1986)-  48 10 04.     (N)    101 57 56.     (W)     SCALED    
 TF1262* NAVD 88     -       661.384  (meters)    2169.89   (feet)  ADJUSTED  
 TF1262  ___________________________________________________________________
 TF1262  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TF1262  DYNAMIC HT  -         661.484 (meters)    2170.22  (feet)  COMP
 TF1262  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TF1262
 TF1262  VERT ORDER  -  SECOND    CLASS 0
 TF1262
 TF1262.The horizontal coordinates were scaled from a topographic map and have
 TF1262.an estimated accuracy of +/- 6 seconds.
 TF1262
 TF1262.The orthometric height was determined by differential leveling
 TF1262.and adjusted by the National Geodetic Survey in June 1991..
 TF1262
 TF1262.The geoid height was determined by GEOID03.
 TF1262
 TF1262.The dynamic height is computed by dividing the NAVD 88
 TF1262.geopotential number by the normal gravity value computed on the
 TF1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1262.degrees latitude (g = 980.6199 gals.).
 TF1262
 TF1262.The modeled gravity was interpolated from observed gravity values.
 TF1262
 TF1262;                    North         East    Units  Estimated Accuracy
 TF1262;SPC ND N     -   130,870.      491,000.      MT  (+/- 180 meters Scaled)
 TF1262
 TF1262                          SUPERSEDED SURVEY CONTROL
 TF1262
 TF1262  NGVD 29 (??/??/92)  660.950  (m)         2168.47   (f) ADJ UNCH    2 0
 TF1262
 TF1262.Superseded values are not recommended for survey control.
 TF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1262.See file dsdata.txt to determine how the superseded data were derived.
 TF1262
 TF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU795392(NAD 83)
 TF1262_MARKER: DB = BENCH MARK DISK
 TF1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1262_STAMPING: L 253 1963
 TF1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1262+STABILITY: SURFACE MOTION
 TF1262
 TF1262  HISTORY     - Date     Condition        Report By
 TF1262  HISTORY     - 1963     MONUMENTED       CGS
 TF1262
 TF1262                          STATION DESCRIPTION
 TF1262
 TF1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1262'10.5 MI N FROM PLAZA.
 TF1262'0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED SCHOOL
 TF1262'AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD, THENCE
 TF1262'10.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 63 FEET SOUTHWEST OF
 TF1262'THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 56 FEET WEST OF
 TF1262'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 33 FEET SOUTH OF THE
 TF1262'CENTERLINE OF THE EAST-WEST ROAD, 4 FEET WEST OF A TELEPHONE POLE
 TF1262'BRACED BY TWO GUY WIRES, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TF1262'LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1262'PROJECTING 0.6 FOOT, S 15, R 88 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1200 ***********************************************************************
 TF1200  DESIGNATION -  L 254 RESET
 TF1200  PID         -  TF1200
 TF1200  STATE/COUNTY-  ND/WARD
 TF1200  USGS QUAD   -  BERTHOLD (1980)
 TF1200
 TF1200                         *CURRENT SURVEY CONTROL
 TF1200  ___________________________________________________________________
 TF1200* NAD 83(1986)-  48 20 00.     (N)    101 43 43.     (W)     SCALED    
 TF1200* NAVD 88     -       618.431  (meters)    2028.97   (feet)  ADJUSTED  
 TF1200  ___________________________________________________________________
 TF1200  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 TF1200  DYNAMIC HT  -         618.537 (meters)    2029.32  (feet)  COMP
 TF1200  MODELED GRAV-     980,761.6   (mgal)                       NAVD 88
 TF1200
 TF1200  VERT ORDER  -  FIRST     CLASS II
 TF1200
 TF1200.The horizontal coordinates were scaled from a topographic map and have
 TF1200.an estimated accuracy of +/- 6 seconds.
 TF1200
 TF1200.The orthometric height was determined by differential leveling
 TF1200.and adjusted by the National Geodetic Survey in June 1991..
 TF1200
 TF1200.The geoid height was determined by GEOID03.
 TF1200
 TF1200.The dynamic height is computed by dividing the NAVD 88
 TF1200.geopotential number by the normal gravity value computed on the
 TF1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1200.degrees latitude (g = 980.6199 gals.).
 TF1200
 TF1200.The modeled gravity was interpolated from observed gravity values.
 TF1200
 TF1200;                    North         East    Units  Estimated Accuracy
 TF1200;SPC ND N     -   148,970.      508,920.      MT  (+/- 180 meters Scaled)
 TF1200
 TF1200                          SUPERSEDED SURVEY CONTROL
 TF1200
 TF1200.No superseded survey control is available for this station.
 TF1200
 TF1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU977569(NAD 83)
 TF1200_MARKER: DB = BENCH MARK DISK
 TF1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1200_STAMPING: L 254 RESET 1966
 TF1200_MARK LOGO: CGS   
 TF1200_PROJECTION: FLUSH
 TF1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1200+STABILITY: SURFACE MOTION
 TF1200
 TF1200  HISTORY     - Date     Condition        Report By
 TF1200  HISTORY     - 1966     MONUMENTED       CGS
 TF1200  HISTORY     - 1981     GOOD             NGS
 TF1200  HISTORY     - 1982     GOOD             NGS
 TF1200
 TF1200                          STATION DESCRIPTION
 TF1200
 TF1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1200'2.0 MI NE FROM BERTHOLD.
 TF1200'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1200'AT BERTHOLD, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 28, IN SECTION
 TF1200'16, R 86 W, T 156 N, NORTHWEST OF A PROPOSED CULVERT, 100 FEET WEST OF
 TF1200'THE CENTERLINE OF STATE HIGHWAY 28, 1 FOOT SOUTH OF A METAL WITNESS
 TF1200'POST, AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 TF1200'INCHES.
 TF1200
 TF1200                          STATION RECOVERY (1981)
 TF1200
 TF1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1200'RECOVERED IN GOOD CONDITION.
 TF1200
 TF1200                          STATION RECOVERY (1982)
 TF1200
 TF1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1200'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TF1200'0.6 KM (0.35 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1200'THE RAILROAD STATION IN BERTHOLD, THENCE 2.6 KM (1.6 MI) NORTHERLY
 TF1200'ALONG STATE HIGHWAY 28, 30.7 METERS (100.7 FT) WEST OF THE CENTERLINE
 TF1200'OF THE HIGHWAY, 24.9 METERS (81.7 FT) NORTHWEST OF THE CENTER OF THE
 TF1200'WEST END OF A FOUR FT CONCRETE PIPE CULVERT AND 0.8 METER (2.6 FT)
 TF1200'SOUTH-SOUTHEAST OF A UTILITY POLE.
 TF1200'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 TF1200'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0692 ***********************************************************************
 TE0692  DESIGNATION -  L 255 RESET
 TE0692  PID         -  TE0692
 TE0692  STATE/COUNTY-  ND/RAMSEY
 TE0692  USGS QUAD   -  DEVILS LAKE (1994)
 TE0692
 TE0692                         *CURRENT SURVEY CONTROL
 TE0692  ___________________________________________________________________
 TE0692* NAD 83(1986)-  48 06 27.     (N)    098 51 28.     (W)     SCALED    
 TE0692* NAVD 88     -       447.14   (+/-2cm)    1467.0    (feet)  VERTCON   
 TE0692  ___________________________________________________________________
 TE0692  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 TE0692
 TE0692  VERT ORDER  -  THIRD (See Below)
 TE0692
 TE0692.The horizontal coordinates were scaled from a topographic map and have
 TE0692.an estimated accuracy of +/- 6 seconds.
 TE0692
 TE0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0692.The vertical order pertains to the NGVD 29 superseded value.
 TE0692
 TE0692.The geoid height was determined by GEOID03.
 TE0692
 TE0692;                    North         East    Units  Estimated Accuracy
 TE0692;SPC ND N     -   124,440.      722,280.      MT  (+/- 180 meters Scaled)
 TE0692
 TE0692                          SUPERSEDED SURVEY CONTROL
 TE0692
 TE0692  NGVD 29 (11/04/04)  446.78   (m)         1465.8    (f) RESET       3  
 TE0692
 TE0692.Superseded values are not recommended for survey control.
 TE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0692.See file dsdata.txt to determine how the superseded data were derived.
 TE0692
 TE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU105282(NAD 83)
 TE0692_MARKER: DB = BENCH MARK DISK
 TE0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0692_STAMPING: L 255 RESET 1977
 TE0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0692+STABILITY: SURFACE MOTION
 TE0692
 TE0692  HISTORY     - Date     Condition        Report By
 TE0692  HISTORY     - 1977     MONUMENTED       NGS
 TE0692
 TE0692                          STATION DESCRIPTION
 TE0692
 TE0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TE0692'IN DEVILS LAKE.
 TE0692'AT A RAILWAY OVERPASS OVER 6TH AVENUE, ABOUT 0.2 MILE EAST ALONG THE
 TE0692'GREAT NORTHERN RAILWAY FROM THE STATION, IN SEC. 34, R 64 W, T 154 N,
 TE0692'49 FEET SOUTHWEST OF THE CENTER OF 6TH AVENUE, 7.8 FEET SOUTHEAST OF
 TE0692'THE SOUTHEAST RAIL OF A SIDE TRACK, 2.5 FEET ABOVE LEVEL OF TRACKS,
 TE0692'AND SET IN A DRILL HOLE IN THE CONCRETE BASE OF A LARGE BRICK BUILDING
 TE0692'ON THE NORTH SIDE OF THE BUILDING, 1.8 FEET EAST OF THE NORTHWEST
 TE0692'CORNER.  THE BUILDING IS OWNED BY MR. JAMES STRONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1235 ***********************************************************************
 TE1235  DESIGNATION -  L 256
 TE1235  PID         -  TE1235
 TE1235  STATE/COUNTY-  ND/BENSON
 TE1235  USGS QUAD   -  NILES (1971)
 TE1235
 TE1235                         *CURRENT SURVEY CONTROL
 TE1235  ___________________________________________________________________
 TE1235* NAD 83(1986)-  48 16 38.     (N)    099 15 15.     (W)     SCALED    
 TE1235* NAVD 88     -       450.567  (meters)    1478.24   (feet)  ADJUSTED  
 TE1235  ___________________________________________________________________
 TE1235  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 TE1235  DYNAMIC HT  -         450.648 (meters)    1478.50  (feet)  COMP
 TE1235  MODELED GRAV-     980,777.9   (mgal)                       NAVD 88
 TE1235
 TE1235  VERT ORDER  -  FIRST     CLASS II
 TE1235
 TE1235.The horizontal coordinates were scaled from a topographic map and have
 TE1235.an estimated accuracy of +/- 6 seconds.
 TE1235
 TE1235.The orthometric height was determined by differential leveling
 TE1235.and adjusted by the National Geodetic Survey in June 1991..
 TE1235
 TE1235.The geoid height was determined by GEOID03.
 TE1235
 TE1235.The dynamic height is computed by dividing the NAVD 88
 TE1235.geopotential number by the normal gravity value computed on the
 TE1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1235.degrees latitude (g = 980.6199 gals.).
 TE1235
 TE1235.The modeled gravity was interpolated from observed gravity values.
 TE1235
 TE1235;                    North         East    Units  Estimated Accuracy
 TE1235;SPC ND N     -   142,750.      692,460.      MT  (+/- 180 meters Scaled)
 TE1235
 TE1235                          SUPERSEDED SURVEY CONTROL
 TE1235
 TE1235  NGVD 29 (??/??/92)  450.191  (m)         1477.00   (f) ADJ UNCH    1 2
 TE1235
 TE1235.Superseded values are not recommended for survey control.
 TE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1235.See file dsdata.txt to determine how the superseded data were derived.
 TE1235
 TE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU811471(NAD 83)
 TE1235_MARKER: DB = BENCH MARK DISK
 TE1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1235_STAMPING: L 256 1963
 TE1235_MARK LOGO: CGS   
 TE1235_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1235+STABILITY: SURFACE MOTION
 TE1235
 TE1235  HISTORY     - Date     Condition        Report By
 TE1235  HISTORY     - 1963     MONUMENTED       CGS
 TE1235  HISTORY     - 1982     GOOD             NGS
 TE1235
 TE1235                          STATION DESCRIPTION
 TE1235
 TE1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1235'3.1 MI W FROM CHURCHES FERRY.
 TE1235'ABOUT 3.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1235'AT CHURCHES FERRY, ABOUT 0.1 MILE WEST OF MILEPOST 107, 41 FEET
 TE1235'NORTHEAST OF THE CENTER OF THE CROSSING OF A FARM ROAD, 33.0 FEET
 TE1235'NORTH OF THE NORTH RAIL, 20 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TE1235'3.5 FEET EAST OF THE THIRD TELEGRAPH POLE WEST OF THE MILEPOST AND IN
 TE1235'LINE WITH A ROW OF POLES, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE1235'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE1235'POST PROJECTING 4 INCHES.
 TE1235
 TE1235                          STATION RECOVERY (1982)
 TE1235
 TE1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1235'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1235'2.0 KM (1.2 MI) WEST OF CHURCHS FERRY ALONG U.S. HIGHWAY 2, THENCE
 TE1235'2.6 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 TE1235'HIGHWAY 281 TO AN ACCESS ROAD, 12.4 METERS (41.0 FT) NORTHEAST OF THE
 TE1235'CENTER OF THE CROSSING OF A FARM ROAD, 10.6 METERS (33.0 FT) NORTH OF
 TE1235'THE NORTH RAIL, AND 6.1 METERS (20.0 FT) EAST OF THE CENTER OF THE
 TE1235'ACCESS ROAD.
 TE1235'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TE1235'THE MARK IS 0.3 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0408 ***********************************************************************
 TE0408  DESIGNATION -  L 257
 TE0408  PID         -  TE0408
 TE0408  STATE/COUNTY-  ND/RAMSEY
 TE0408  USGS QUAD   -  BARTLETT (1970)
 TE0408
 TE0408                         *CURRENT SURVEY CONTROL
 TE0408  ___________________________________________________________________
 TE0408* NAD 83(1986)-  48 03 04.     (N)    098 28 43.     (W)     SCALED    
 TE0408* NAVD 88     -       458.895  (meters)    1505.56   (feet)  ADJUSTED  
 TE0408  ___________________________________________________________________
 TE0408  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE0408  DYNAMIC HT  -         458.970 (meters)    1505.80  (feet)  COMP
 TE0408  MODELED GRAV-     980,760.8   (mgal)                       NAVD 88
 TE0408
 TE0408  VERT ORDER  -  FIRST     CLASS II
 TE0408
 TE0408.The horizontal coordinates were scaled from a topographic map and have
 TE0408.an estimated accuracy of +/- 6 seconds.
 TE0408
 TE0408.The orthometric height was determined by differential leveling
 TE0408.and adjusted by the National Geodetic Survey in June 1991..
 TE0408
 TE0408.The geoid height was determined by GEOID03.
 TE0408
 TE0408.The dynamic height is computed by dividing the NAVD 88
 TE0408.geopotential number by the normal gravity value computed on the
 TE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0408.degrees latitude (g = 980.6199 gals.).
 TE0408
 TE0408.The modeled gravity was interpolated from observed gravity values.
 TE0408
 TE0408;                    North         East    Units  Estimated Accuracy
 TE0408;SPC ND N     -   118,840.      750,670.      MT  (+/- 180 meters Scaled)
 TE0408
 TE0408                          SUPERSEDED SURVEY CONTROL
 TE0408
 TE0408  NGVD 29 (??/??/92)  458.512  (m)         1504.30   (f) ADJ UNCH    1 2
 TE0408
 TE0408.Superseded values are not recommended for survey control.
 TE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0408.See file dsdata.txt to determine how the superseded data were derived.
 TE0408
 TE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU388221(NAD 83)
 TE0408_MARKER: DB = BENCH MARK DISK
 TE0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0408_STAMPING: L 257 1963
 TE0408_MARK LOGO: CGS   
 TE0408_PROJECTION: FLUSH
 TE0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0408+STABILITY: SURFACE MOTION
 TE0408
 TE0408  HISTORY     - Date     Condition        Report By
 TE0408  HISTORY     - 1963     MONUMENTED       CGS
 TE0408  HISTORY     - 1982     GOOD             NGS
 TE0408
 TE0408                          STATION DESCRIPTION
 TE0408
 TE0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0408'2.2 MI W FROM BARTLETT.
 TE0408'ABOUT 2.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0408'AT BARTLETT, IN S 22, R 61 W, T 153 N, ABOUT 0.1 MILE EAST OF MILEPOST
 TE0408'67, 120 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A PRIVATE
 TE0408'GRAVELED ROAD, 106 FEET EAST OF THE CENTERLINE OF THE ROAD, 66 FEET
 TE0408'NORTH OF THE NORTH RAIL, 4.0 FEET WEST OF TELEGRAPH POLE NO. E 20
 TE0408'WHICH IS THE 4TH POLE EAST OF THE MILEPOST, 1.1 FEET EAST OF A METAL
 TE0408'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 TE0408'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0408
 TE0408                          STATION RECOVERY (1982)
 TE0408
 TE0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0408'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0408'9.8 KM (6.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0408'ROAD 1 IN LAKOTA, THENCE 1.3 KM (0.8 MI) NORTH ALONG A GRAVEL ROAD,
 TE0408'THENCE 1.0 KM (0.6 MI) WEST ALONG THE RAILROAD TRACKS AND GRAVEL ROAD,
 TE0408'AND ABOUT 0.2 KM (0.1 MI) EAST OF RAILROAD MILEPOST 67, 36.5 METERS
 TE0408'(120.0 FT) NORTHEAST OF THE CENTER OF A GRAVEL ROAD CROSSING,
 TE0408'32.3 METERS (106.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD,
 TE0408'20.1 METERS (66.0 FT) NORTH OF THE NORTH RAIL, AND 1.2 METERS (4.0 FT)
 TE0408'WEST OF A TELEPHONE POLE.
 TE0408'THE MARK IS 0.33 METERS  E FROM A WITNESS POST.
 TE0408'THE MARK IS 0.9 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0349 ***********************************************************************
 TE0349  DESIGNATION -  L 258
 TE0349  PID         -  TE0349
 TE0349  STATE/COUNTY-  ND/RAMSEY
 TE0349  USGS QUAD   -  LAWTON (1972)
 TE0349
 TE0349                         *CURRENT SURVEY CONTROL
 TE0349  ___________________________________________________________________
 TE0349* NAD 83(1986)-  48 15 11.     (N)    098 21 21.     (W)     SCALED    
 TE0349* NAVD 88     -       464.119  (meters)    1522.70   (feet)  ADJUSTED  
 TE0349  ___________________________________________________________________
 TE0349  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0349  DYNAMIC HT  -         464.206 (meters)    1522.98  (feet)  COMP
 TE0349  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 TE0349
 TE0349  VERT ORDER  -  SECOND    CLASS 0
 TE0349
 TE0349.The horizontal coordinates were scaled from a topographic map and have
 TE0349.an estimated accuracy of +/- 6 seconds.
 TE0349
 TE0349.The orthometric height was determined by differential leveling
 TE0349.and adjusted by the National Geodetic Survey in June 1991..
 TE0349
 TE0349.The geoid height was determined by GEOID03.
 TE0349
 TE0349.The dynamic height is computed by dividing the NAVD 88
 TE0349.geopotential number by the normal gravity value computed on the
 TE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0349.degrees latitude (g = 980.6199 gals.).
 TE0349
 TE0349.The modeled gravity was interpolated from observed gravity values.
 TE0349
 TE0349;                    North         East    Units  Estimated Accuracy
 TE0349;SPC ND N     -   141,530.      759,200.      MT  (+/- 180 meters Scaled)
 TE0349
 TE0349                          SUPERSEDED SURVEY CONTROL
 TE0349
 TE0349  NGVD 29 (??/??/92)  463.748  (m)         1521.48   (f) ADJ UNCH    2 0
 TE0349
 TE0349.Superseded values are not recommended for survey control.
 TE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0349.See file dsdata.txt to determine how the superseded data were derived.
 TE0349
 TE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU478446(NAD 83)
 TE0349_MARKER: DB = BENCH MARK DISK
 TE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0349_STAMPING: L 258 1963
 TE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0349+STABILITY: SURFACE MOTION
 TE0349
 TE0349  HISTORY     - Date     Condition        Report By
 TE0349  HISTORY     - 1963     MONUMENTED       CGS
 TE0349
 TE0349                          STATION DESCRIPTION
 TE0349
 TE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0349'2.8 MI N FROM BROCKET.
 TE0349'2.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0349'BROCKET, IN S 16, R 60 W, T 155 N, ABOUT 0.3 MILE SOUTH OF MILEPOST
 TE0349'15, 202 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 216
 TE0349'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROAD AND STATE
 TE0349'HIGHWAY 1, 97.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 195 FEET
 TE0349'SOUTH OF THE CENTERLINE OF THE ROAD, 51.2 FEET EAST OF THE EAST RAIL,
 TE0349'3.5 FEET NORTH OF A TELEPHONE POLE, 2.1 FEET SOUTH OF A METAL WITNESS
 TE0349'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0349'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0935 ***********************************************************************
 TE0935  DESIGNATION -  L 259
 TE0935  PID         -  TE0935
 TE0935  STATE/COUNTY-  ND/CAVALIER
 TE0935  USGS QUAD   -  HAMPDEN (1970)
 TE0935
 TE0935                         *CURRENT SURVEY CONTROL
 TE0935  ___________________________________________________________________
 TE0935* NAD 83(1986)-  48 32 56.     (N)    098 39 52.     (W)     SCALED    
 TE0935* NAVD 88     -       476.174  (meters)    1562.25   (feet)  ADJUSTED  
 TE0935  ___________________________________________________________________
 TE0935  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 TE0935  DYNAMIC HT  -         476.269 (meters)    1562.56  (feet)  COMP
 TE0935  MODELED GRAV-     980,795.9   (mgal)                       NAVD 88
 TE0935
 TE0935  VERT ORDER  -  SECOND    CLASS 0
 TE0935
 TE0935.The horizontal coordinates were scaled from a topographic map and have
 TE0935.an estimated accuracy of +/- 6 seconds.
 TE0935
 TE0935.The orthometric height was determined by differential leveling
 TE0935.and adjusted by the National Geodetic Survey in June 1991..
 TE0935
 TE0935.The geoid height was determined by GEOID03.
 TE0935
 TE0935.The dynamic height is computed by dividing the NAVD 88
 TE0935.geopotential number by the normal gravity value computed on the
 TE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0935.degrees latitude (g = 980.6199 gals.).
 TE0935
 TE0935.The modeled gravity was interpolated from observed gravity values.
 TE0935
 TE0935;                    North         East    Units  Estimated Accuracy
 TE0935;SPC ND N     -   173,830.      735,500.      MT  (+/- 180 meters Scaled)
 TE0935
 TE0935                          SUPERSEDED SURVEY CONTROL
 TE0935
 TE0935  NGVD 29 (??/??/92)  475.780  (m)         1560.95   (f) ADJ UNCH    2 0
 TE0935
 TE0935.Superseded values are not recommended for survey control.
 TE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0935.See file dsdata.txt to determine how the superseded data were derived.
 TE0935
 TE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU247773(NAD 83)
 TE0935_MARKER: DB = BENCH MARK DISK
 TE0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0935_STAMPING: L 259 1963
 TE0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0935+STABILITY: SURFACE MOTION
 TE0935
 TE0935  HISTORY     - Date     Condition        Report By
 TE0935  HISTORY     - 1963     MONUMENTED       CGS
 TE0935
 TE0935                          STATION DESCRIPTION
 TE0935
 TE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0935'0.8 MI NW FROM HAMPDEN.
 TE0935'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0935'STATION AT HAMPDEN, ABOUT 0.5 MILE SOUTHEAST OF MILEPOST 41, ABOUT 0.1
 TE0935'MILE SOUTHEAST OF A GRAVELED ROAD CROSSING, 39.8 FEET SOUTHWEST OF THE
 TE0935'SOUTHWEST RAIL, 5.5 FEET SOUTHEAST OF THE 4TH TELEGRAPH POLE SOUTHEAST
 TE0935'OF THE CROSSING, IN LINE WITH A ROW OF POLES, 1.7 FEET NORTHWEST OF A
 TE0935'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TE0935'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, IN S 33, R 62 W, T
 TE0935'159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0083 ***********************************************************************
 RQ0083  DESIGNATION -  L 26
 RQ0083  PID         -  RQ0083
 RQ0083  STATE/COUNTY-  ND/DICKEY
 RQ0083  USGS QUAD   -  OAKES (1952)
 RQ0083
 RQ0083                         *CURRENT SURVEY CONTROL
 RQ0083  ___________________________________________________________________
 RQ0083* NAD 83(1986)-  46 08 26.     (N)    098 05 26.     (W)     SCALED    
 RQ0083* NAVD 88     -       402.228  (meters)    1319.64   (feet)  ADJUSTED  
 RQ0083  ___________________________________________________________________
 RQ0083  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RQ0083  DYNAMIC HT  -         402.220 (meters)    1319.62  (feet)  COMP
 RQ0083  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 RQ0083
 RQ0083  VERT ORDER  -  FIRST     CLASS II
 RQ0083
 RQ0083.The horizontal coordinates were scaled from a topographic map and have
 RQ0083.an estimated accuracy of +/- 6 seconds.
 RQ0083
 RQ0083.The orthometric height was determined by differential leveling
 RQ0083.and adjusted by the National Geodetic Survey in June 1991..
 RQ0083
 RQ0083.The geoid height was determined by GEOID03.
 RQ0083
 RQ0083.The dynamic height is computed by dividing the NAVD 88
 RQ0083.geopotential number by the normal gravity value computed on the
 RQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0083.degrees latitude (g = 980.6199 gals.).
 RQ0083
 RQ0083.The modeled gravity was interpolated from observed gravity values.
 RQ0083
 RQ0083;                    North         East    Units  Estimated Accuracy
 RQ0083;SPC ND S     -    55,530.      786,140.      MT  (+/- 180 meters Scaled)
 RQ0083
 RQ0083                          SUPERSEDED SURVEY CONTROL
 RQ0083
 RQ0083  NGVD 29 (??/??/92)  401.901  (m)         1318.57   (f) ADJ UNCH    1 2
 RQ0083
 RQ0083.Superseded values are not recommended for survey control.
 RQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0083.See file dsdata.txt to determine how the superseded data were derived.
 RQ0083
 RQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS702100(NAD 83)
 RQ0083_MARKER: DB = BENCH MARK DISK
 RQ0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0083_SP_SET: FOUNDATION
 RQ0083_STAMPING: L 26 1934
 RQ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0083
 RQ0083  HISTORY     - Date     Condition        Report By
 RQ0083  HISTORY     - 1934     MONUMENTED       CGS
 RQ0083
 RQ0083                          STATION DESCRIPTION
 RQ0083
 RQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0083'IN OAKES.
 RQ0083'AT OAKES, DICKEY COUNTY, AT THE NORTHEAST CORNER OF THE SCHOOL, IN THE
 RQ0083'TOP OF THE NORTHWEST CORNER OF THE CONCRETE COAL BIN FOUNDATION, AND
 RQ0083'ABOUT 3-1/2 FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED L
 RQ0083'26 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0792 ***********************************************************************
 TE0792  DESIGNATION -  L 260
 TE0792  PID         -  TE0792
 TE0792  STATE/COUNTY-  ND/RAMSEY
 TE0792  USGS QUAD   -  CRARY (1994)
 TE0792
 TE0792                         *CURRENT SURVEY CONTROL
 TE0792  ___________________________________________________________________
 TE0792* NAD 83(1986)-  48 06 29.     (N)    098 39 54.     (W)     SCALED    
 TE0792* NAVD 88     -       452.738  (meters)    1485.36   (feet)  ADJUSTED  
 TE0792  ___________________________________________________________________
 TE0792  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 TE0792  DYNAMIC HT  -         452.815 (meters)    1485.61  (feet)  COMP
 TE0792  MODELED GRAV-     980,766.6   (mgal)                       NAVD 88
 TE0792
 TE0792  VERT ORDER  -  SECOND    CLASS 0
 TE0792
 TE0792.The horizontal coordinates were scaled from a topographic map and have
 TE0792.an estimated accuracy of +/- 6 seconds.
 TE0792
 TE0792.The orthometric height was determined by differential leveling
 TE0792.and adjusted by the National Geodetic Survey in June 1991..
 TE0792
 TE0792.The geoid height was determined by GEOID03.
 TE0792
 TE0792.The dynamic height is computed by dividing the NAVD 88
 TE0792.geopotential number by the normal gravity value computed on the
 TE0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0792.degrees latitude (g = 980.6199 gals.).
 TE0792
 TE0792.The modeled gravity was interpolated from observed gravity values.
 TE0792
 TE0792;                    North         East    Units  Estimated Accuracy
 TE0792;SPC ND N     -   124,820.      736,630.      MT  (+/- 180 meters Scaled)
 TE0792
 TE0792                          SUPERSEDED SURVEY CONTROL
 TE0792
 TE0792  NGVD 29 (??/??/92)  452.359  (m)         1484.11   (f) ADJ UNCH    2 0
 TE0792
 TE0792.Superseded values are not recommended for survey control.
 TE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0792.See file dsdata.txt to determine how the superseded data were derived.
 TE0792
 TE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU249283(NAD 83)
 TE0792_MARKER: DB = BENCH MARK DISK
 TE0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0792_STAMPING: L 260 1963
 TE0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0792+STABILITY: SURFACE MOTION
 TE0792
 TE0792  HISTORY     - Date     Condition        Report By
 TE0792  HISTORY     - 1963     MONUMENTED       CGS
 TE0792  HISTORY     - 1972     MARK NOT FOUND   NGS
 TE0792
 TE0792                          STATION DESCRIPTION
 TE0792
 TE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0792'3.7 MI NW FROM CRARY.
 TE0792'ABOUT 3.7 MILES NORTHWEST ALONG COUNTY ROAD 2 FROM THE GREAT NORTHERN
 TE0792'RAILWAY STATION AT CRARY, IN S 6, R 62 W, T 153 N, ABOUT 0.2 MILE WEST
 TE0792'OF A ROAD INTERSECTION, 51.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 TE0792'4.0 FEET EAST OF THE 4TH POWER POLE WEST OF THE INTERSECTION AND IN
 TE0792'LINE WITH A ROW OF POLES, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 TE0792'4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0792'POST PROJECTING 5 INCHES.  NOTE-- ROAD IMPROVEMENTS IN THE AREA.
 TE0792
 TE0792                          STATION RECOVERY (1972)
 TE0792
 TE0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TE0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0793 ***********************************************************************
 TE0793  DESIGNATION -  L 260 RESET
 TE0793  PID         -  TE0793
 TE0793  STATE/COUNTY-  ND/RAMSEY
 TE0793  USGS QUAD   -  CRARY (1994)
 TE0793
 TE0793                         *CURRENT SURVEY CONTROL
 TE0793  ___________________________________________________________________
 TE0793* NAD 83(1986)-  48 06 29.     (N)    098 39 51.     (W)     SCALED    
 TE0793* NAVD 88     -       452.64   (+/-2cm)    1485.0    (feet)  VERTCON   
 TE0793  ___________________________________________________________________
 TE0793  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 TE0793
 TE0793  VERT ORDER  -  THIRD (See Below)
 TE0793
 TE0793.The horizontal coordinates were scaled from a topographic map and have
 TE0793.an estimated accuracy of +/- 6 seconds.
 TE0793
 TE0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0793.The vertical order pertains to the NGVD 29 superseded value.
 TE0793
 TE0793.The geoid height was determined by GEOID03.
 TE0793
 TE0793;                    North         East    Units  Estimated Accuracy
 TE0793;SPC ND N     -   124,820.      736,690.      MT  (+/- 180 meters Scaled)
 TE0793
 TE0793                          SUPERSEDED SURVEY CONTROL
 TE0793
 TE0793  NGVD 29 (??/??/??)  452.26   (m)         1483.8    (f) RESET       3  
 TE0793
 TE0793.Superseded values are not recommended for survey control.
 TE0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0793.See file dsdata.txt to determine how the superseded data were derived.
 TE0793
 TE0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU249283(NAD 83)
 TE0793_MARKER: DB = BENCH MARK DISK
 TE0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0793_STAMPING: L 260 RESET 1964
 TE0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0793+STABILITY: SURFACE MOTION
 TE0793
 TE0793  HISTORY     - Date     Condition        Report By
 TE0793  HISTORY     - 1964     MONUMENTED       CGS
 TE0793  HISTORY     - 1972     GOOD             NGS
 TE0793
 TE0793                          STATION DESCRIPTION
 TE0793
 TE0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0793'3.7 MI NW FROM CRARY.
 TE0793'ABOUT 3.7 MILES NORTHWEST ALONG COUNTY ROUTE 2 FROM THE GREAT NORTHERN
 TE0793'RAILWAY STATION AT CRARY, IN SECTION 6, R. 62 W., T. 153 N., ABOUT 0.2
 TE0793'MILE WEST OF JUNCTION OF COUNTY ROUTES 2 AND 3, 75 FEET SOUTH OF THE
 TE0793'CENTERLINE OF THE ROAD AND 2 FEET WEST OF A METAL WITNESS POST. SET IN
 TE0793'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0793
 TE0793                          STATION RECOVERY (1972)
 TE0793
 TE0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TE0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0381 ***********************************************************************
 SL0381  DESIGNATION -  L 261
 SL0381  PID         -  SL0381
 SL0381  STATE/COUNTY-  ND/GRAND FORKS
 SL0381  USGS QUAD   -  KELLY (1963)
 SL0381
 SL0381                         *CURRENT SURVEY CONTROL
 SL0381  ___________________________________________________________________
 SL0381* NAD 83(1986)-  47 55 07.     (N)    097 10 31.     (W)     SCALED    
 SL0381* NAVD 88     -       259.081  (meters)     850.00   (feet)  ADJUSTED  
 SL0381  ___________________________________________________________________
 SL0381  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 SL0381  DYNAMIC HT  -         259.128 (meters)     850.16  (feet)  COMP
 SL0381  MODELED GRAV-     980,785.4   (mgal)                       NAVD 88
 SL0381
 SL0381  VERT ORDER  -  FIRST     CLASS II
 SL0381
 SL0381.The horizontal coordinates were scaled from a topographic map and have
 SL0381.an estimated accuracy of +/- 6 seconds.
 SL0381
 SL0381.The orthometric height was determined by differential leveling
 SL0381.and adjusted by the National Geodetic Survey in June 1991..
 SL0381.WARNING-Repeat measurements at this control monument indicate possible
 SL0381.vertical movement.
 SL0381
 SL0381.The geoid height was determined by GEOID03.
 SL0381
 SL0381.The dynamic height is computed by dividing the NAVD 88
 SL0381.geopotential number by the normal gravity value computed on the
 SL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0381.degrees latitude (g = 980.6199 gals.).
 SL0381
 SL0381.The modeled gravity was interpolated from observed gravity values.
 SL0381
 SL0381;                    North         East    Units  Estimated Accuracy
 SL0381;SPC ND N     -   107,500.      848,410.      MT  (+/- 180 meters Scaled)
 SL0381
 SL0381                          SUPERSEDED SURVEY CONTROL
 SL0381
 SL0381  NGVD 29 (??/??/92)  258.742  (m)          848.89   (f) ADJ UNCH    1 2
 SL0381
 SL0381.Superseded values are not recommended for survey control.
 SL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0381.See file dsdata.txt to determine how the superseded data were derived.
 SL0381
 SL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU363088(NAD 83)
 SL0381_MARKER: DB = BENCH MARK DISK
 SL0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0381_SP_SET: FOUNDATION
 SL0381_STAMPING: L 261 1963
 SL0381_MARK LOGO: CGS   
 SL0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0381
 SL0381  HISTORY     - Date     Condition        Report By
 SL0381  HISTORY     - 1963     MONUMENTED       CGS
 SL0381  HISTORY     - 1971     GOOD             NGS
 SL0381  HISTORY     - 1982     GOOD             NGS
 SL0381
 SL0381                          STATION DESCRIPTION
 SL0381
 SL0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0381'6.6 MI W FROM GRAND FORKS.
 SL0381'ABOUT 6.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0381'AT GRAND FORKS, IN S 4, R 51 W, T 151 N, AT A ROAD CROSSING, SET
 SL0381'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF A LARGE
 SL0381'POTATO WAREHOUSE, 46.8 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 SL0381'5.0 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 1.0 FOOT ABOVE
 SL0381'THE GROUND, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 SL0381
 SL0381                          STATION RECOVERY (1971)
 SL0381
 SL0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SL0381'RECOVERED IN GOOD CONDITION.
 SL0381
 SL0381                          STATION RECOVERY (1982)
 SL0381
 SL0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0381'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0381'NORTHERN RAILWAY, OMIT SOUTHWEST CORNER OF THE BUILDING, ADD SOUTHEAST
 SL0381'CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0417 ***********************************************************************
 SL0417  DESIGNATION -  L 262
 SL0417  PID         -  SL0417
 SL0417  STATE/COUNTY-  ND/GRAND FORKS
 SL0417  USGS QUAD   -  ARVILLA (1963)
 SL0417
 SL0417                         *CURRENT SURVEY CONTROL
 SL0417  ___________________________________________________________________
 SL0417* NAD 83(1986)-  47 55 08.     (N)    097 27 56.     (W)     SCALED    
 SL0417* NAVD 88     -       297.115  (meters)     974.78   (feet)  ADJUSTED  
 SL0417  ___________________________________________________________________
 SL0417  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 SL0417  DYNAMIC HT  -         297.165 (meters)     974.95  (feet)  COMP
 SL0417  MODELED GRAV-     980,771.7   (mgal)                       NAVD 88
 SL0417
 SL0417  VERT ORDER  -  FIRST     CLASS II
 SL0417
 SL0417.The horizontal coordinates were scaled from a topographic map and have
 SL0417.an estimated accuracy of +/- 6 seconds.
 SL0417
 SL0417.The orthometric height was determined by differential leveling
 SL0417.and adjusted by the National Geodetic Survey in June 1991..
 SL0417
 SL0417.The geoid height was determined by GEOID03.
 SL0417
 SL0417.The dynamic height is computed by dividing the NAVD 88
 SL0417.geopotential number by the normal gravity value computed on the
 SL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0417.degrees latitude (g = 980.6199 gals.).
 SL0417
 SL0417.The modeled gravity was interpolated from observed gravity values.
 SL0417
 SL0417;                    North         East    Units  Estimated Accuracy
 SL0417;SPC ND N     -   106,630.      826,730.      MT  (+/- 180 meters Scaled)
 SL0417
 SL0417                          SUPERSEDED SURVEY CONTROL
 SL0417
 SL0417  NGVD 29 (??/??/92)  296.761  (m)          973.62   (f) ADJ UNCH    1 2
 SL0417
 SL0417.Superseded values are not recommended for survey control.
 SL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0417.See file dsdata.txt to determine how the superseded data were derived.
 SL0417
 SL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU146084(NAD 83)
 SL0417_MARKER: DB = BENCH MARK DISK
 SL0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0417_SP_SET: ABUTMENT
 SL0417_STAMPING: L 262 1963
 SL0417_MARK LOGO: CGS   
 SL0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0417
 SL0417  HISTORY     - Date     Condition        Report By
 SL0417  HISTORY     - 1963     MONUMENTED       CGS
 SL0417  HISTORY     - 1981     GOOD             NGS
 SL0417
 SL0417                          STATION DESCRIPTION
 SL0417
 SL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0417'1.55 MI E FROM ARVILLA.
 SL0417'ABOUT 1.55 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0417'STATION AT ARVILLA, IN S 5, R 53 W, T 151 N, SET IN THE TOP OF THE
 SL0417'SOUTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 16.7,
 SL0417'7.0 FEET SOUTH OF THE SOUTH RAIL, 0.8 FOOT NORTH OF THE SOUTH EDGE OF
 SL0417'THE ABUTMENT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 SL0417
 SL0417                          STATION RECOVERY (1981)
 SL0417
 SL0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0417'RECOVERED THIS DATE, OMIT THE GREAT NORTHERN RAILWAY FROM THE
 SL0417'STATION IN ARVILLA, ADD THE BURLINGTON NORTHERN RAILWAY FROM THE POST
 SL0417'OFFICE IN ARVILLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0827 ***********************************************************************
 SL0827  DESIGNATION -  L 263
 SL0827  PID         -  SL0827
 SL0827  STATE/COUNTY-  ND/GRAND FORKS
 SL0827  USGS QUAD   -  NIAGARA (1963)
 SL0827
 SL0827                         *CURRENT SURVEY CONTROL
 SL0827  ___________________________________________________________________
 SL0827* NAD 83(1986)-  47 59 31.     (N)    097 50 50.     (W)     SCALED    
 SL0827* NAVD 88     -       424.316  (meters)    1392.11   (feet)  ADJUSTED  
 SL0827  ___________________________________________________________________
 SL0827  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SL0827  DYNAMIC HT  -         424.385 (meters)    1392.34  (feet)  COMP
 SL0827  MODELED GRAV-     980,761.2   (mgal)                       NAVD 88
 SL0827
 SL0827  VERT ORDER  -  FIRST     CLASS II
 SL0827
 SL0827.The horizontal coordinates were scaled from a topographic map and have
 SL0827.an estimated accuracy of +/- 6 seconds.
 SL0827
 SL0827.The orthometric height was determined by differential leveling
 SL0827.and adjusted by the National Geodetic Survey in June 1991..
 SL0827
 SL0827.The geoid height was determined by GEOID03.
 SL0827
 SL0827.The dynamic height is computed by dividing the NAVD 88
 SL0827.geopotential number by the normal gravity value computed on the
 SL0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0827.degrees latitude (g = 980.6199 gals.).
 SL0827
 SL0827.The modeled gravity was interpolated from observed gravity values.
 SL0827
 SL0827;                    North         East    Units  Estimated Accuracy
 SL0827;SPC ND N     -   113,700.      797,940.      MT  (+/- 180 meters Scaled)
 SL0827
 SL0827                          SUPERSEDED SURVEY CONTROL
 SL0827
 SL0827  NGVD 29 (??/??/92)  423.944  (m)         1390.89   (f) ADJ UNCH    1 2
 SL0827
 SL0827.Superseded values are not recommended for survey control.
 SL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0827.See file dsdata.txt to determine how the superseded data were derived.
 SL0827
 SL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU860160(NAD 83)
 SL0827_MARKER: DB = BENCH MARK DISK
 SL0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0827_STAMPING: L 263 1963
 SL0827_MARK LOGO: CGS   
 SL0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0827+STABILITY: SURFACE MOTION
 SL0827
 SL0827  HISTORY     - Date     Condition        Report By
 SL0827  HISTORY     - 1963     MONUMENTED       CGS
 SL0827  HISTORY     - 1982     GOOD             NGS
 SL0827  HISTORY     - 1983     GOOD             LOCSUR
 SL0827
 SL0827                          STATION DESCRIPTION
 SL0827
 SL0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0827'1.3 MI E FROM NIAGARA.
 SL0827'ABOUT 1.3 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0827'AT NIAGARA, IN S 9, R 56 W, T 152 N, 57.0 FEET NORTHWEST OF MILEPOST
 SL0827'37, 35.5 FEET NORTH OF THE NORTH RAIL, 26 FEET SOUTH OF THE CENTERLINE
 SL0827'OF A TRACK ROAD, 5 FEET SOUTH OF A TELEGRAPH POLE, 1.5 FEET EAST OF A
 SL0827'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 SL0827'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0827
 SL0827                          STATION RECOVERY (1982)
 SL0827
 SL0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0827'RECOVERED THIS DATE, TOO FAR OFF LINE TO LEVEL.
 SL0827
 SL0827                          STATION RECOVERY (1983)
 SL0827
 SL0827'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SL0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0390 ***********************************************************************
 TE0390  DESIGNATION -  L 264
 TE0390  PID         -  TE0390
 TE0390  STATE/COUNTY-  ND/NELSON
 TE0390  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0390
 TE0390                         *CURRENT SURVEY CONTROL
 TE0390  ___________________________________________________________________
 TE0390* NAD 83(1986)-  48 01 52.     (N)    098 13 37.     (W)     SCALED    
 TE0390* NAVD 88     -       464.383  (meters)    1523.56   (feet)  ADJUSTED  
 TE0390  ___________________________________________________________________
 TE0390  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0390  DYNAMIC HT  -         464.459 (meters)    1523.81  (feet)  COMP
 TE0390  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 TE0390
 TE0390  VERT ORDER  -  FIRST     CLASS II
 TE0390
 TE0390.The horizontal coordinates were scaled from a topographic map and have
 TE0390.an estimated accuracy of +/- 6 seconds.
 TE0390
 TE0390.The orthometric height was determined by differential leveling
 TE0390.and adjusted by the National Geodetic Survey in June 1991..
 TE0390
 TE0390.The geoid height was determined by GEOID03.
 TE0390
 TE0390.The dynamic height is computed by dividing the NAVD 88
 TE0390.geopotential number by the normal gravity value computed on the
 TE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0390.degrees latitude (g = 980.6199 gals.).
 TE0390
 TE0390.The modeled gravity was interpolated from observed gravity values.
 TE0390
 TE0390;                    North         East    Units  Estimated Accuracy
 TE0390;SPC ND N     -   117,140.      769,490.      MT  (+/- 180 meters Scaled)
 TE0390
 TE0390                          SUPERSEDED SURVEY CONTROL
 TE0390
 TE0390  NGVD 29 (??/??/92)  464.002  (m)         1522.31   (f) ADJ UNCH    1 2
 TE0390
 TE0390.Superseded values are not recommended for survey control.
 TE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0390.See file dsdata.txt to determine how the superseded data were derived.
 TE0390
 TE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU576200(NAD 83)
 TE0390_MARKER: DB = BENCH MARK DISK
 TE0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0390_STAMPING: L 264 1963
 TE0390_MARK LOGO: CGS   
 TE0390_PROJECTION: FLUSH
 TE0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0390+STABILITY: SURFACE MOTION
 TE0390
 TE0390  HISTORY     - Date     Condition        Report By
 TE0390  HISTORY     - 1963     MONUMENTED       CGS
 TE0390  HISTORY     - 1982     GOOD             NGS
 TE0390
 TE0390                          STATION DESCRIPTION
 TE0390
 TE0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0390'0.2 MI W FROM MAPES.
 TE0390'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE RAILROAD
 TE0390'STATION AT MAPES, IN S 34, R 59 W, T 153 N, 93 FEET NORTHEAST OF THE
 TE0390'CENTER OF A ROAD CROSSING, 65 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TE0390'58 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 8.5 FEET EAST OF A
 TE0390'TELEGRAPH POLE BRACED BY A GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS
 TE0390'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TE0390'A CONCRETE POST PROJECTING 0.5 FOOT.
 TE0390
 TE0390                          STATION RECOVERY (1982)
 TE0390
 TE0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0390'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0390'8.4 KM (5.25 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TE0390'HIGHWAY 1 IN LAKOTA, THENCE 0.8 KM (0.5 MI) NORTH ALONG A GRAVEL ROAD
 TE0390'TO THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD, 19.8 METERS
 TE0390'(65.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 17.6 METERS (58.0 FT)
 TE0390'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 2.6 METERS (8.5 FT)
 TE0390'EAST OF A TELEPHONE POLE BRACED BY TWO GUY WIRES.
 TE0390'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 TE0390'THE MARK IS 1.2 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0470 ***********************************************************************
 TE0470  DESIGNATION -  L 265
 TE0470  PID         -  TE0470
 TE0470  STATE/COUNTY-  ND/WALSH
 TE0470  USGS QUAD   -  ADAMS SW (1972)
 TE0470
 TE0470                         *CURRENT SURVEY CONTROL
 TE0470  ___________________________________________________________________
 TE0470* NAD 83(1986)-  48 22 09.     (N)    098 13 51.     (W)     SCALED    
 TE0470* NAVD 88     -       472.016  (meters)    1548.61   (feet)  ADJUSTED  
 TE0470  ___________________________________________________________________
 TE0470  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 TE0470  DYNAMIC HT  -         472.110 (meters)    1548.91  (feet)  COMP
 TE0470  MODELED GRAV-     980,795.6   (mgal)                       NAVD 88
 TE0470
 TE0470  VERT ORDER  -  SECOND    CLASS 0
 TE0470
 TE0470.The horizontal coordinates were scaled from a topographic map and have
 TE0470.an estimated accuracy of +/- 6 seconds.
 TE0470
 TE0470.The orthometric height was determined by differential leveling
 TE0470.and adjusted by the National Geodetic Survey in June 1991..
 TE0470
 TE0470.The geoid height was determined by GEOID03.
 TE0470
 TE0470.The dynamic height is computed by dividing the NAVD 88
 TE0470.geopotential number by the normal gravity value computed on the
 TE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0470.degrees latitude (g = 980.6199 gals.).
 TE0470
 TE0470.The modeled gravity was interpolated from observed gravity values.
 TE0470
 TE0470;                    North         East    Units  Estimated Accuracy
 TE0470;SPC ND N     -   154,700.      768,090.      MT  (+/- 180 meters Scaled)
 TE0470
 TE0470                          SUPERSEDED SURVEY CONTROL
 TE0470
 TE0470  NGVD 29 (??/??/92)  471.643  (m)         1547.38   (f) ADJ UNCH    2 0
 TE0470
 TE0470.Superseded values are not recommended for survey control.
 TE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0470.See file dsdata.txt to determine how the superseded data were derived.
 TE0470
 TE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU569576(NAD 83)
 TE0470_MARKER: DB = BENCH MARK DISK
 TE0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0470_STAMPING: L 265 1963
 TE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0470+STABILITY: SURFACE MOTION
 TE0470
 TE0470  HISTORY     - Date     Condition        Report By
 TE0470  HISTORY     - 1963     MONUMENTED       CGS
 TE0470
 TE0470                          STATION DESCRIPTION
 TE0470
 TE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0470'8.2 MI S FROM FAIRDALE.
 TE0470'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0470'AT FAIRDALE, THENCE 3.0 MILES SOUTH ALONG GRAVELED COUNTY ROAD 22, IN
 TE0470'S 4, R 59 W, T 156 N, 68 FEET SOUTHWEST OF THE CENTER OF THE
 TE0470'INTERSECTION OF AN EAST-WEST ROAD, 105 FEET WEST OF THE CENTERLINE OF
 TE0470'THE ROAD, 57 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 19.5
 TE0470'FEET WEST OF THE WEST END OF A WIRE GATE, 14.5 FEET NORTH OF TELEPHONE
 TE0470'POLE NO. C 42-1, 2.0 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL
 TE0470'WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE
 TE0470'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0465 ***********************************************************************
 TE0465  DESIGNATION -  L 266
 TE0465  PID         -  TE0465
 TE0465  STATE/COUNTY-  ND/WALSH
 TE0465  USGS QUAD   -  ADAMS SW (1972)
 TE0465
 TE0465                         *CURRENT SURVEY CONTROL
 TE0465  ___________________________________________________________________
 TE0465* NAD 83(1986)-  48 18 40.     (N)    098 13 38.     (W)     SCALED    
 TE0465* NAVD 88     -       470.170  (meters)    1542.55   (feet)  ADJUSTED  
 TE0465  ___________________________________________________________________
 TE0465  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 TE0465  DYNAMIC HT  -         470.260 (meters)    1542.84  (feet)  COMP
 TE0465  MODELED GRAV-     980,787.8   (mgal)                       NAVD 88
 TE0465
 TE0465  VERT ORDER  -  SECOND    CLASS 0
 TE0465
 TE0465.The horizontal coordinates were scaled from a topographic map and have
 TE0465.an estimated accuracy of +/- 6 seconds.
 TE0465
 TE0465.The orthometric height was determined by differential leveling
 TE0465.and adjusted by the National Geodetic Survey in June 1991..
 TE0465
 TE0465.The geoid height was determined by GEOID03.
 TE0465
 TE0465.The dynamic height is computed by dividing the NAVD 88
 TE0465.geopotential number by the normal gravity value computed on the
 TE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0465.degrees latitude (g = 980.6199 gals.).
 TE0465
 TE0465.The modeled gravity was interpolated from observed gravity values.
 TE0465
 TE0465;                    North         East    Units  Estimated Accuracy
 TE0465;SPC ND N     -   148,260.      768,550.      MT  (+/- 180 meters Scaled)
 TE0465
 TE0465                          SUPERSEDED SURVEY CONTROL
 TE0465
 TE0465  NGVD 29 (??/??/92)  469.795  (m)         1541.32   (f) ADJ UNCH    2 0
 TE0465
 TE0465.Superseded values are not recommended for survey control.
 TE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0465.See file dsdata.txt to determine how the superseded data were derived.
 TE0465
 TE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU572511(NAD 83)
 TE0465_MARKER: DB = BENCH MARK DISK
 TE0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0465_STAMPING: L 266 1963
 TE0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0465+STABILITY: SURFACE MOTION
 TE0465
 TE0465  HISTORY     - Date     Condition        Report By
 TE0465  HISTORY     - 1963     MONUMENTED       CGS
 TE0465  HISTORY     - 1964     GOOD             NGS
 TE0465
 TE0465                          STATION DESCRIPTION
 TE0465
 TE0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0465'10.5 MI N FROM PELTO.
 TE0465'ABOUT 10.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0465'CROSSING AT PELTO, IN S 22, R 59 W, T 156 N, 125 FEET NORTHEAST OF THE
 TE0465'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 100 FEET NORTH OF THE
 TE0465'CENTERLINE OF THE EAST-WEST ROAD, 55 FEET EAST OF THE CENTERLINE OF
 TE0465'THE NORTH-SOUTH ROAD, 4.0 FEET NORTH OF A POWER POLE BRACED BY TWO GUY
 TE0465'WIRES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 TE0465'LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0465'PROJECTING 0.6 FOOT.
 TE0465
 TE0465                          STATION RECOVERY (1964)
 TE0465
 TE0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0642 ***********************************************************************
 TE0642  DESIGNATION -  L 267
 TE0642  PID         -  TE0642
 TE0642  STATE/COUNTY-  ND/WALSH
 TE0642  USGS QUAD   -  WHITMAN (1971)
 TE0642
 TE0642                         *CURRENT SURVEY CONTROL
 TE0642  ___________________________________________________________________
 TE0642* NAD 83(1986)-  48 12 33.     (N)    098 07 11.     (W)     SCALED    
 TE0642* NAVD 88     -       467.367  (meters)    1533.35   (feet)  ADJUSTED  
 TE0642  ___________________________________________________________________
 TE0642  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 TE0642  DYNAMIC HT  -         467.448 (meters)    1533.62  (feet)  COMP
 TE0642  MODELED GRAV-     980,768.7   (mgal)                       NAVD 88
 TE0642
 TE0642  VERT ORDER  -  SECOND    CLASS 0
 TE0642
 TE0642.The horizontal coordinates were scaled from a topographic map and have
 TE0642.an estimated accuracy of +/- 6 seconds.
 TE0642
 TE0642.The orthometric height was determined by differential leveling
 TE0642.and adjusted by the National Geodetic Survey in June 1991..
 TE0642
 TE0642.The geoid height was determined by GEOID03.
 TE0642
 TE0642.The dynamic height is computed by dividing the NAVD 88
 TE0642.geopotential number by the normal gravity value computed on the
 TE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0642.degrees latitude (g = 980.6199 gals.).
 TE0642
 TE0642.The modeled gravity was interpolated from observed gravity values.
 TE0642
 TE0642;                    North         East    Units  Estimated Accuracy
 TE0642;SPC ND N     -   137,170.      776,870.      MT  (+/- 180 meters Scaled)
 TE0642
 TE0642                          SUPERSEDED SURVEY CONTROL
 TE0642
 TE0642  NGVD 29 (??/??/92)  466.988  (m)         1532.11   (f) ADJ UNCH    2 0
 TE0642
 TE0642.Superseded values are not recommended for survey control.
 TE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0642.See file dsdata.txt to determine how the superseded data were derived.
 TE0642
 TE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU653399(NAD 83)
 TE0642_MARKER: DB = BENCH MARK DISK
 TE0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0642_STAMPING: L 267 1963
 TE0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0642+STABILITY: SURFACE MOTION
 TE0642
 TE0642  HISTORY     - Date     Condition        Report By
 TE0642  HISTORY     - 1963     MONUMENTED       CGS
 TE0642
 TE0642                          STATION DESCRIPTION
 TE0642
 TE0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0642'3.6 MI N FROM WHITMAN.
 TE0642'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0642'WHITMAN, THENCE 3.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 35, IN S
 TE0642'32, R 58 W, T 155 N, 97.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TE0642'32.0 FEET EAST OF A FENCE CORNER, 2.5 FEET NORTH OF A TELEPHONE POLE,
 TE0642'1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 TE0642'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0587 ***********************************************************************
 TD0587  DESIGNATION -  L 268
 TD0587  PID         -  TD0587
 TD0587  STATE/COUNTY-  ND/NELSON
 TD0587  USGS QUAD   -  FORDVILLE SW (1971)
 TD0587
 TD0587                         *CURRENT SURVEY CONTROL
 TD0587  ___________________________________________________________________
 TD0587* NAD 83(1986)-  48 01 15.     (N)    097 59 24.     (W)     SCALED    
 TD0587* NAVD 88     -       465.178  (meters)    1526.17   (feet)  ADJUSTED  
 TD0587  ___________________________________________________________________
 TD0587  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 TD0587  DYNAMIC HT  -         465.262 (meters)    1526.45  (feet)  COMP
 TD0587  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 TD0587
 TD0587  VERT ORDER  -  SECOND    CLASS 0
 TD0587
 TD0587.The horizontal coordinates were scaled from a topographic map and have
 TD0587.an estimated accuracy of +/- 6 seconds.
 TD0587
 TD0587.The orthometric height was determined by differential leveling
 TD0587.and adjusted by the National Geodetic Survey in June 1991..
 TD0587
 TD0587.The geoid height was determined by GEOID03.
 TD0587
 TD0587.The dynamic height is computed by dividing the NAVD 88
 TD0587.geopotential number by the normal gravity value computed on the
 TD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0587.degrees latitude (g = 980.6199 gals.).
 TD0587
 TD0587.The modeled gravity was interpolated from observed gravity values.
 TD0587
 TD0587;                    North         East    Units  Estimated Accuracy
 TD0587;SPC ND N     -   116,550.      787,190.      MT  (+/- 180 meters Scaled)
 TD0587
 TD0587                          SUPERSEDED SURVEY CONTROL
 TD0587
 TD0587  NGVD 29 (??/??/92)  464.809  (m)         1524.96   (f) ADJ UNCH    2 0
 TD0587
 TD0587.Superseded values are not recommended for survey control.
 TD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0587.See file dsdata.txt to determine how the superseded data were derived.
 TD0587
 TD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU753191(NAD 83)
 TD0587_MARKER: DB = BENCH MARK DISK
 TD0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0587_STAMPING: L 268 1963
 TD0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0587+STABILITY: SURFACE MOTION
 TD0587
 TD0587  HISTORY     - Date     Condition        Report By
 TD0587  HISTORY     - 1963     MONUMENTED       CGS
 TD0587
 TD0587                          STATION DESCRIPTION
 TD0587
 TD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0587'0.9 MI N FROM PETERSBURG.
 TD0587'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TD0587'AT PETERSBURG, THENCE 0.8 MILE NORTH ALONG A GRAVELED COUNTY ROAD, IN
 TD0587'S 6, R 57 W, T 153 N, 53 FEET SOUTHWEST OF THE CENTER OF THE
 TD0587'T-JUNCTION OF A ROAD LEADING EAST, 50 FEET WEST OF THE CENTERLINE OF
 TD0587'THE ROAD, 7 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 TD0587'EAST, 5.0 FEET SOUTH OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL
 TD0587'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 TD0587'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0512 ***********************************************************************
 TD0512  DESIGNATION -  L 269
 TD0512  PID         -  TD0512
 TD0512  STATE/COUNTY-  ND/GRAND FORKS
 TD0512  USGS QUAD   -  FORDVILLE SE (1963)
 TD0512
 TD0512                         *CURRENT SURVEY CONTROL
 TD0512  ___________________________________________________________________
 TD0512* NAD 83(1986)-  48 07 21.     (N)    097 46 55.     (W)     SCALED    
 TD0512* NAVD 88     -       351.825  (meters)    1154.28   (feet)  ADJUSTED  
 TD0512  ___________________________________________________________________
 TD0512  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 TD0512  DYNAMIC HT  -         351.890 (meters)    1154.49  (feet)  COMP
 TD0512  MODELED GRAV-     980,787.0   (mgal)                       NAVD 88
 TD0512
 TD0512  VERT ORDER  -  SECOND    CLASS 0
 TD0512
 TD0512.The horizontal coordinates were scaled from a topographic map and have
 TD0512.an estimated accuracy of +/- 6 seconds.
 TD0512
 TD0512.The orthometric height was determined by differential leveling
 TD0512.and adjusted by the National Geodetic Survey in June 1991..
 TD0512
 TD0512.The geoid height was determined by GEOID03.
 TD0512
 TD0512.The dynamic height is computed by dividing the NAVD 88
 TD0512.geopotential number by the normal gravity value computed on the
 TD0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0512.degrees latitude (g = 980.6199 gals.).
 TD0512
 TD0512.The modeled gravity was interpolated from observed gravity values.
 TD0512
 TD0512;                    North         East    Units  Estimated Accuracy
 TD0512;SPC ND N     -   128,370.      802,300.      MT  (+/- 180 meters Scaled)
 TD0512
 TD0512                          SUPERSEDED SURVEY CONTROL
 TD0512
 TD0512  NGVD 29 (??/??/92)  351.474  (m)         1153.13   (f) ADJ UNCH    2 0
 TD0512
 TD0512.Superseded values are not recommended for survey control.
 TD0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0512.See file dsdata.txt to determine how the superseded data were derived.
 TD0512
 TD0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU906306(NAD 83)
 TD0512_MARKER: DB = BENCH MARK DISK
 TD0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0512_STAMPING: L 269 1963
 TD0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0512+STABILITY: SURFACE MOTION
 TD0512
 TD0512  HISTORY     - Date     Condition        Report By
 TD0512  HISTORY     - 1963     MONUMENTED       CGS
 TD0512  HISTORY     - 1964     GOOD             NGS
 TD0512
 TD0512                          STATION DESCRIPTION
 TD0512
 TD0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0512'9.2 MI SE FROM DAHLEN.
 TD0512'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0512'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0512'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 2.0 MILES SOUTH ALONG
 TD0512'STATE HIGHWAY 32, THENCE 3.6 MILES EAST ALONG A COUNTY ROAD, IN S 25,
 TD0512'R 56 W, T 154 N, 42 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 TD0512'PRIVATE DRIVEWAY LEADING NORTH, 36 FEET NORTH OF THE CENTERLINE OF THE
 TD0512'ROAD, 25 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 3.5 FEET EAST OF
 TD0512'A TELEPHONE POLE BRACED BY TWO GUY WIRES, 2.5 FEET SOUTHWEST OF A
 TD0512'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE EAST-WEST
 TD0512'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0034 ***********************************************************************
 RQ0034  DESIGNATION -  L 27
 RQ0034  PID         -  RQ0034
 RQ0034  STATE/COUNTY-  ND/LA MOURE
 RQ0034  USGS QUAD   -  DICKEY (1952)
 RQ0034
 RQ0034                         *CURRENT SURVEY CONTROL
 RQ0034  ___________________________________________________________________
 RQ0034* NAD 83(1986)-  46 33 04.     (N)    098 29 48.     (W)     SCALED    
 RQ0034* NAVD 88     -       407.897  (meters)    1338.24   (feet)  ADJUSTED  
 RQ0034  ___________________________________________________________________
 RQ0034  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0034  DYNAMIC HT  -         407.901 (meters)    1338.26  (feet)  COMP
 RQ0034  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 RQ0034
 RQ0034  VERT ORDER  -  FIRST     CLASS II
 RQ0034
 RQ0034.The horizontal coordinates were scaled from a topographic map and have
 RQ0034.an estimated accuracy of +/- 6 seconds.
 RQ0034
 RQ0034.The orthometric height was determined by differential leveling
 RQ0034.and adjusted by the National Geodetic Survey in June 1991..
 RQ0034
 RQ0034.The geoid height was determined by GEOID03.
 RQ0034
 RQ0034.The dynamic height is computed by dividing the NAVD 88
 RQ0034.geopotential number by the normal gravity value computed on the
 RQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0034.degrees latitude (g = 980.6199 gals.).
 RQ0034
 RQ0034.The modeled gravity was interpolated from observed gravity values.
 RQ0034
 RQ0034;                    North         East    Units  Estimated Accuracy
 RQ0034;SPC ND S     -   100,270.      753,610.      MT  (+/- 180 meters Scaled)
 RQ0034
 RQ0034                          SUPERSEDED SURVEY CONTROL
 RQ0034
 RQ0034  NGVD 29 (??/??/92)  407.545  (m)         1337.09   (f) ADJ UNCH    1 2
 RQ0034
 RQ0034.Superseded values are not recommended for survey control.
 RQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0034.See file dsdata.txt to determine how the superseded data were derived.
 RQ0034
 RQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS385554(NAD 83)
 RQ0034_MARKER: DB = BENCH MARK DISK
 RQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0034_STAMPING: L-27 1934
 RQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0034+STABILITY: SURFACE MOTION
 RQ0034
 RQ0034  HISTORY     - Date     Condition        Report By
 RQ0034  HISTORY     - 1934     MONUMENTED       CGS
 RQ0034
 RQ0034                          STATION DESCRIPTION
 RQ0034
 RQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0034'1.7 MI W FROM DICKEY.
 RQ0034'1.7 MILES WEST OF DEPOT AT ALONG THE NORTHERN PACIFIC RAILROAD, AT
 RQ0034'ROAD CROSSING.  AT MILEPOLE NO. 31.  SET IN POST, 45 FEET NORTH OF
 RQ0034'CENTERLINE OF THE TRACKS, 33 FEET WEST OF CENTERLINE OF THE ROAD AND 7
 RQ0034'FEET WEST OF RIGHT OF WAY FENCE CORNER.  ABOUT 1 FOOT BELOW LEVEL OF
 RQ0034'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0572 ***********************************************************************
 TD0572  DESIGNATION -  L 270
 TD0572  PID         -  TD0572
 TD0572  STATE/COUNTY-  ND/GRAND FORKS
 TD0572  USGS QUAD   -  FORDVILLE SE (1963)
 TD0572
 TD0572                         *CURRENT SURVEY CONTROL
 TD0572  ___________________________________________________________________
 TD0572* NAD 83(1986)-  48 04 45.     (N)    097 51 35.     (W)     SCALED    
 TD0572* NAVD 88     -       411.484  (meters)    1350.01   (feet)  ADJUSTED  
 TD0572  ___________________________________________________________________
 TD0572  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 TD0572  DYNAMIC HT  -         411.556 (meters)    1350.25  (feet)  COMP
 TD0572  MODELED GRAV-     980,773.7   (mgal)                       NAVD 88
 TD0572
 TD0572  VERT ORDER  -  SECOND    CLASS 0
 TD0572
 TD0572.The horizontal coordinates were scaled from a topographic map and have
 TD0572.an estimated accuracy of +/- 6 seconds.
 TD0572
 TD0572.The orthometric height was determined by differential leveling
 TD0572.and adjusted by the National Geodetic Survey in June 1991..
 TD0572
 TD0572.The geoid height was determined by GEOID03.
 TD0572
 TD0572.The dynamic height is computed by dividing the NAVD 88
 TD0572.geopotential number by the normal gravity value computed on the
 TD0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0572.degrees latitude (g = 980.6199 gals.).
 TD0572
 TD0572.The modeled gravity was interpolated from observed gravity values.
 TD0572
 TD0572;                    North         East    Units  Estimated Accuracy
 TD0572;SPC ND N     -   123,360.      796,680.      MT  (+/- 180 meters Scaled)
 TD0572
 TD0572                          SUPERSEDED SURVEY CONTROL
 TD0572
 TD0572  NGVD 29 (??/??/92)  411.12   (m)         1348.8    (f) COMPUTED    2 0
 TD0572
 TD0572.Superseded values are not recommended for survey control.
 TD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0572.See file dsdata.txt to determine how the superseded data were derived.
 TD0572
 TD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU849257(NAD 83)
 TD0572_MARKER: DB = BENCH MARK DISK
 TD0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0572_STAMPING: L 270 1963
 TD0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0572+STABILITY: SURFACE MOTION
 TD0572
 TD0572  HISTORY     - Date     Condition        Report By
 TD0572  HISTORY     - 1963     MONUMENTED       CGS
 TD0572
 TD0572                          STATION DESCRIPTION
 TD0572
 TD0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0572'8.6 MI SE FROM DAHLEN.
 TD0572'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TD0572'DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.0
 TD0572'MILES EAST ALONG GRAVELED COUNTY ROAD 1, THENCE 5.0 MILES SOUTH ALONG
 TD0572'STATE HIGHWAY 32, IN S 9, R 56 W, T 153 N, 130 FEET NORTHEAST OF THE
 TD0572'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 100 FEET EAST OF THE
 TD0572'CENTERLINE OF THE HIGHWAY, 104 FEET NORTH OF THE CENTERLINE OF THE
 TD0572'ROAD, 3.5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 1.5 FEET SOUTH
 TD0572'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 TD0572'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT. NOTE-- THIS
 TD0572'MARK CAN ALSO BE REACHED BY GOING 0.7 MILE NORTH ALONG A GRAVELED
 TD0572'COUNTY ROAD FROM THE RAILROAD STATION AT NIAGARA, THENCE 5.1 MILES
 TD0572'NORTH ALONG STATE HIGHWAY 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0744 ***********************************************************************
 TE0744  DESIGNATION -  L 271
 TE0744  PID         -  TE0744
 TE0744  STATE/COUNTY-  ND/RAMSEY
 TE0744  USGS QUAD   -  DERRICK NW (1994)
 TE0744
 TE0744                         *CURRENT SURVEY CONTROL
 TE0744  ___________________________________________________________________
 TE0744* NAD 83(1986)-  48 29 09.     (N)    098 43 52.     (W)     SCALED    
 TE0744* NAVD 88     -       464.484  (meters)    1523.89   (feet)  ADJUSTED  
 TE0744  ___________________________________________________________________
 TE0744  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE0744  DYNAMIC HT  -         464.576 (meters)    1524.20  (feet)  COMP
 TE0744  MODELED GRAV-     980,793.9   (mgal)                       NAVD 88
 TE0744
 TE0744  VERT ORDER  -  SECOND    CLASS 0
 TE0744
 TE0744.The horizontal coordinates were scaled from a topographic map and have
 TE0744.an estimated accuracy of +/- 6 seconds.
 TE0744
 TE0744.The orthometric height was determined by differential leveling
 TE0744.and adjusted by the National Geodetic Survey in June 1991..
 TE0744
 TE0744.The geoid height was determined by GEOID03.
 TE0744
 TE0744.The dynamic height is computed by dividing the NAVD 88
 TE0744.geopotential number by the normal gravity value computed on the
 TE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0744.degrees latitude (g = 980.6199 gals.).
 TE0744
 TE0744.The modeled gravity was interpolated from observed gravity values.
 TE0744
 TE0744;                    North         East    Units  Estimated Accuracy
 TE0744;SPC ND N     -   166,700.      730,740.      MT  (+/- 180 meters Scaled)
 TE0744
 TE0744                          SUPERSEDED SURVEY CONTROL
 TE0744
 TE0744  NGVD 29 (??/??/92)  464.096  (m)         1522.62   (f) ADJ UNCH    2 0
 TE0744
 TE0744.Superseded values are not recommended for survey control.
 TE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0744.See file dsdata.txt to determine how the superseded data were derived.
 TE0744
 TE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU198703(NAD 83)
 TE0744_MARKER: DB = BENCH MARK DISK
 TE0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0744_STAMPING: L 271 1963
 TE0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0744+STABILITY: SURFACE MOTION
 TE0744
 TE0744  HISTORY     - Date     Condition        Report By
 TE0744  HISTORY     - 1963     MONUMENTED       CGS
 TE0744
 TE0744                          STATION DESCRIPTION
 TE0744
 TE0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0744'8.3 MI W FROM DERRICK.
 TE0744'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0744'STATION AT DERRICK, THENCE 7.5 MILES WEST ALONG COUNTY ROAD 9, IN S
 TE0744'24, R 63 W, T 158 N, 89.5 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 TE0744'OF A GRAVELED ROAD LEADING NORTH, 76 FEET NORTH OF THE CENTERLINE OF
 TE0744'THE ROAD LEADING EAST, 51 FEET EAST OF THE CENTERLINE OF THE ROAD
 TE0744'LEADING NORTH, 4.5 FEET EAST OF A FENCE CORNER, 2.0 FEET SOUTH OF A
 TE0744'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 TE0744'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0744'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0758 ***********************************************************************
 TE0758  DESIGNATION -  L 272
 TE0758  PID         -  TE0758
 TE0758  STATE/COUNTY-  ND/RAMSEY
 TE0758  USGS QUAD   -  DERRICK NW (1994)
 TE0758
 TE0758                         *CURRENT SURVEY CONTROL
 TE0758  ___________________________________________________________________
 TE0758* NAD 83(1986)-  48 24 50.     (N)    098 38 40.     (W)     SCALED    
 TE0758* NAVD 88     -       459.083  (meters)    1506.17   (feet)  ADJUSTED  
 TE0758  ___________________________________________________________________
 TE0758  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 TE0758  DYNAMIC HT  -         459.171 (meters)    1506.46  (feet)  COMP
 TE0758  MODELED GRAV-     980,788.2   (mgal)                       NAVD 88
 TE0758
 TE0758  VERT ORDER  -  SECOND    CLASS 0
 TE0758
 TE0758.The horizontal coordinates were scaled from a topographic map and have
 TE0758.an estimated accuracy of +/- 6 seconds.
 TE0758
 TE0758.The orthometric height was determined by differential leveling
 TE0758.and adjusted by the National Geodetic Survey in June 1991..
 TE0758
 TE0758.The geoid height was determined by GEOID03.
 TE0758
 TE0758.The dynamic height is computed by dividing the NAVD 88
 TE0758.geopotential number by the normal gravity value computed on the
 TE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0758.degrees latitude (g = 980.6199 gals.).
 TE0758
 TE0758.The modeled gravity was interpolated from observed gravity values.
 TE0758
 TE0758;                    North         East    Units  Estimated Accuracy
 TE0758;SPC ND N     -   158,860.      737,340.      MT  (+/- 180 meters Scaled)
 TE0758
 TE0758                          SUPERSEDED SURVEY CONTROL
 TE0758
 TE0758  NGVD 29 (??/??/92)  458.69   (m)         1504.9    (f) COMPUTED    2 0
 TE0758
 TE0758.Superseded values are not recommended for survey control.
 TE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0758.See file dsdata.txt to determine how the superseded data were derived.
 TE0758
 TE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU263623(NAD 83)
 TE0758_MARKER: DB = BENCH MARK DISK
 TE0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0758_STAMPING: L 272 1963
 TE0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0758+STABILITY: SURFACE MOTION
 TE0758
 TE0758  HISTORY     - Date     Condition        Report By
 TE0758  HISTORY     - 1963     MONUMENTED       CGS
 TE0758
 TE0758                          STATION DESCRIPTION
 TE0758
 TE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0758'8.9 MI W FROM EDMORE.
 TE0758'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0758'STATION AT EDMORE, THENCE 8.4 MILES WEST ALONG STATE HIGHWAY 17, IN S
 TE0758'16, R 62 W, T 157 N, ABOUT 1.0 MILE EAST OF THE INTERSECTION OF COUNTY
 TE0758'ROAD 3, AT THE INTERSECTION OF A DIRT ROAD LEADING SOUTH AND A FARM
 TE0758'ROAD LEADING NORTH, 101 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TE0758'46 FEET WEST OF THE CENTERLINE OF THE FARM ROAD, 33 FEET NORTHWEST OF
 TE0758'THE WEST END OF THE MOST NORTHERLY OF THREE 36-INCH PIPE CULVERTS
 TE0758'UNDER THE FARM ROAD, 3.5 FEET EAST OF A POWER POLE, 1.6 FEET WEST OF A
 TE0758'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TE0758'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1065 ***********************************************************************
 TE1065  DESIGNATION -  L 273
 TE1065  PID         -  TE1065
 TE1065  STATE/COUNTY-  ND/RAMSEY
 TE1065  USGS QUAD   -  MUNICH SE (1971)
 TE1065
 TE1065                         *CURRENT SURVEY CONTROL
 TE1065  ___________________________________________________________________
 TE1065* NAD 83(1986)-  48 32 37.     (N)    098 51 41.     (W)     SCALED    
 TE1065* NAVD 88     -       467.335  (meters)    1533.25   (feet)  ADJUSTED  
 TE1065  ___________________________________________________________________
 TE1065  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 TE1065  DYNAMIC HT  -         467.430 (meters)    1533.56  (feet)  COMP
 TE1065  MODELED GRAV-     980,800.1   (mgal)                       NAVD 88
 TE1065
 TE1065  VERT ORDER  -  SECOND    CLASS 0
 TE1065
 TE1065.The horizontal coordinates were scaled from a topographic map and have
 TE1065.an estimated accuracy of +/- 6 seconds.
 TE1065
 TE1065.The orthometric height was determined by differential leveling
 TE1065.and adjusted by the National Geodetic Survey in June 1991..
 TE1065
 TE1065.The geoid height was determined by GEOID03.
 TE1065
 TE1065.The dynamic height is computed by dividing the NAVD 88
 TE1065.geopotential number by the normal gravity value computed on the
 TE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1065.degrees latitude (g = 980.6199 gals.).
 TE1065
 TE1065.The modeled gravity was interpolated from observed gravity values.
 TE1065
 TE1065;                    North         East    Units  Estimated Accuracy
 TE1065;SPC ND N     -   172,910.      720,980.      MT  (+/- 180 meters Scaled)
 TE1065
 TE1065                          SUPERSEDED SURVEY CONTROL
 TE1065
 TE1065  NGVD 29 (??/??/92)  466.942  (m)         1531.96   (f) ADJ UNCH    2 0
 TE1065
 TE1065.Superseded values are not recommended for survey control.
 TE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1065.See file dsdata.txt to determine how the superseded data were derived.
 TE1065
 TE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU102767(NAD 83)
 TE1065_MARKER: DB = BENCH MARK DISK
 TE1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1065_STAMPING: L 273 1963
 TE1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1065+STABILITY: SURFACE MOTION
 TE1065
 TE1065  HISTORY     - Date     Condition        Report By
 TE1065  HISTORY     - 1963     MONUMENTED       CGS
 TE1065
 TE1065                          STATION DESCRIPTION
 TE1065
 TE1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1065'5.1 MI NE FROM ST JOE.
 TE1065'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE1065'RAILWAY STATION AT ST. JOE, THENCE 3.0 MILES EAST ALONG THE COUNTY
 TE1065'LINE ROAD AND STATE HIGHWAY 20, IN S 1, R 64 W, T 158 N, 105 FEET
 TE1065'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TE1065'SOUTH, 73 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 75 FEET EAST OF
 TE1065'THE CENTERLINE OF THE ROAD, 3.5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN
 TE1065'HIGHWAY RIGHT-OF-WAY MARKER, 2.0 FEET NORTH OF A FENCE, 1.5 FEET EAST
 TE1065'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TE1065'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0849 ***********************************************************************
 TE0849  DESIGNATION -  L 274
 TE0849  PID         -  TE0849
 TE0849  STATE/COUNTY-  ND/RAMSEY
 TE0849  USGS QUAD   -  SOUTHAM (1971)
 TE0849
 TE0849                         *CURRENT SURVEY CONTROL
 TE0849  ___________________________________________________________________
 TE0849* NAD 83(1986)-  48 12 59.     (N)    098 34 27.     (W)     SCALED    
 TE0849* NAVD 88     -       459.464  (meters)    1507.42   (feet)  ADJUSTED  
 TE0849  ___________________________________________________________________
 TE0849  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 TE0849  DYNAMIC HT  -         459.547 (meters)    1507.70  (feet)  COMP
 TE0849  MODELED GRAV-     980,777.3   (mgal)                       NAVD 88
 TE0849
 TE0849  VERT ORDER  -  SECOND    CLASS 0
 TE0849
 TE0849.The horizontal coordinates were scaled from a topographic map and have
 TE0849.an estimated accuracy of +/- 6 seconds.
 TE0849
 TE0849.The orthometric height was determined by differential leveling
 TE0849.and adjusted by the National Geodetic Survey in June 1991..
 TE0849
 TE0849.The geoid height was determined by GEOID03.
 TE0849
 TE0849.The dynamic height is computed by dividing the NAVD 88
 TE0849.geopotential number by the normal gravity value computed on the
 TE0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0849.degrees latitude (g = 980.6199 gals.).
 TE0849
 TE0849.The modeled gravity was interpolated from observed gravity values.
 TE0849
 TE0849;                    North         East    Units  Estimated Accuracy
 TE0849;SPC ND N     -   137,030.      743,090.      MT  (+/- 180 meters Scaled)
 TE0849
 TE0849                          SUPERSEDED SURVEY CONTROL
 TE0849
 TE0849  NGVD 29 (??/??/92)  459.088  (m)         1506.19   (f) ADJ UNCH    2 0
 TE0849
 TE0849.Superseded values are not recommended for survey control.
 TE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0849.See file dsdata.txt to determine how the superseded data were derived.
 TE0849
 TE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU316404(NAD 83)
 TE0849_MARKER: DB = BENCH MARK DISK
 TE0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0849_STAMPING: L 274 1963
 TE0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0849+STABILITY: SURFACE MOTION
 TE0849
 TE0849  HISTORY     - Date     Condition        Report By
 TE0849  HISTORY     - 1963     MONUMENTED       CGS
 TE0849
 TE0849                          STATION DESCRIPTION
 TE0849
 TE0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0849'9.1 MI NE FROM ROHRVILLE.
 TE0849'ABOUT 5.1 MILES NORTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0849'LINE RAILROAD AT ROHRVILLE, THENCE 4.0 MILES EAST ALONG A GRAVELED
 TE0849'ROAD, IN S 25, R 62 W, T 155 N, ABOUT 0.5 MILE EAST OF A CHURCH AND
 TE0849'CEMETERY, 47.5 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A
 TE0849'GRAVELED ROAD LEADING NORTH AND A DIRT ROAD LEADING SOUTH, 37 FEET
 TE0849'SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 33 FEET EAST OF THE
 TE0849'CENTERLINE OF THE ROAD LEADING SOUTH, 2.0 FEET SOUTH OF A TELEPHONE
 TE0849'POLE AND IN LINE WITH A ROW OF POLES, 1.5 FEET NORTH OF A METAL
 TE0849'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD LEADING EAST,
 TE0849'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. NOTE-- THIS
 TE0849'MARK CAN ALSO BE REACHED BY GOING 0.3 MILE SOUTH ALONG THE GREAT
 TE0849'NORTHERN RAILWAY FROM THE STATION AT BROCKET, THENCE 9.0 MILES WEST
 TE0849'ALONG COUNTY ROAD 7, THENCE 0.5 MILE NORTH ALONG COUNTY ROAD 4, THENCE
 TE0849'1.0 MILE WEST ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0824 ***********************************************************************
 TE0824  DESIGNATION -  L 275
 TE0824  PID         -  TE0824
 TE0824  STATE/COUNTY-  ND/RAMSEY
 TE0824  USGS QUAD   -  DERRICK SE (1972)
 TE0824
 TE0824                         *CURRENT SURVEY CONTROL
 TE0824  ___________________________________________________________________
 TE0824* NAD 83(1986)-  48 18 38.     (N)    098 35 40.     (W)     SCALED    
 TE0824* NAVD 88     -       459.118  (meters)    1506.29   (feet)  ADJUSTED  
 TE0824  ___________________________________________________________________
 TE0824  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0824  DYNAMIC HT  -         459.203 (meters)    1506.57  (feet)  COMP
 TE0824  MODELED GRAV-     980,783.4   (mgal)                       NAVD 88
 TE0824
 TE0824  VERT ORDER  -  SECOND    CLASS 0
 TE0824
 TE0824.The horizontal coordinates were scaled from a topographic map and have
 TE0824.an estimated accuracy of +/- 6 seconds.
 TE0824
 TE0824.The orthometric height was determined by differential leveling
 TE0824.and adjusted by the National Geodetic Survey in June 1991..
 TE0824
 TE0824.The geoid height was determined by GEOID03.
 TE0824
 TE0824.The dynamic height is computed by dividing the NAVD 88
 TE0824.geopotential number by the normal gravity value computed on the
 TE0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0824.degrees latitude (g = 980.6199 gals.).
 TE0824
 TE0824.The modeled gravity was interpolated from observed gravity values.
 TE0824
 TE0824;                    North         East    Units  Estimated Accuracy
 TE0824;SPC ND N     -   147,460.      741,330.      MT  (+/- 180 meters Scaled)
 TE0824
 TE0824                          SUPERSEDED SURVEY CONTROL
 TE0824
 TE0824  NGVD 29 (??/??/92)  458.739  (m)         1505.05   (f) ADJ UNCH    2 0
 TE0824
 TE0824.Superseded values are not recommended for survey control.
 TE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0824.See file dsdata.txt to determine how the superseded data were derived.
 TE0824
 TE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU300508(NAD 83)
 TE0824_MARKER: DB = BENCH MARK DISK
 TE0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0824_STAMPING: L 275 1963
 TE0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0824+STABILITY: SURFACE MOTION
 TE0824
 TE0824  HISTORY     - Date     Condition        Report By
 TE0824  HISTORY     - 1963     MONUMENTED       CGS
 TE0824
 TE0824                          STATION DESCRIPTION
 TE0824
 TE0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0824'12.0 MI NW FROM LAWTON.
 TE0824'ABOUT 11.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0824'RAILWAY STATION AT LAWTON, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 TE0824'ROAD, IN S 26, R 62 W, T 156 N, 73 FEET SOUTHEAST OF THE CENTER OF THE
 TE0824'JUNCTION OF A GRAVELED ROAD LEADING EAST, 61 FEET EAST OF THE
 TE0824'CENTERLINE OF THE ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTERLINE
 TE0824'OF THE ROAD LEADING EAST, 3.5 FEET WEST OF A TELEPHONE POLE AND IN
 TE0824'LINE WITH A ROW OF POLES, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0824'4 FEET BELOW THE LEVEL OF THE ROAD LEADING SOUTH, AND SET IN THE TOP
 TE0824'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0906 ***********************************************************************
 TF0906  DESIGNATION -  L 276
 TF0906  PID         -  TF0906
 TF0906  STATE/COUNTY-  ND/WARD
 TF0906  USGS QUAD   -  BURLINGTON (1979)
 TF0906
 TF0906                         *CURRENT SURVEY CONTROL
 TF0906  ___________________________________________________________________
 TF0906* NAD 83(1986)-  48 17 31.     (N)    101 28 50.     (W)     SCALED    
 TF0906* NAVD 88     -       489.667  (meters)    1606.52   (feet)  ADJUSTED  
 TF0906  ___________________________________________________________________
 TF0906  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 TF0906  DYNAMIC HT  -         489.751 (meters)    1606.79  (feet)  COMP
 TF0906  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TF0906
 TF0906  VERT ORDER  -  FIRST     CLASS II
 TF0906
 TF0906.The horizontal coordinates were scaled from a topographic map and have
 TF0906.an estimated accuracy of +/- 6 seconds.
 TF0906
 TF0906.The orthometric height was determined by differential leveling
 TF0906.and adjusted by the National Geodetic Survey in June 1991..
 TF0906
 TF0906.The geoid height was determined by GEOID03.
 TF0906
 TF0906.The dynamic height is computed by dividing the NAVD 88
 TF0906.geopotential number by the normal gravity value computed on the
 TF0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0906.degrees latitude (g = 980.6199 gals.).
 TF0906
 TF0906.The modeled gravity was interpolated from observed gravity values.
 TF0906
 TF0906;                    North         East    Units  Estimated Accuracy
 TF0906;SPC ND N     -   144,100.      527,250.      MT  (+/- 180 meters Scaled)
 TF0906
 TF0906                          SUPERSEDED SURVEY CONTROL
 TF0906
 TF0906  NGVD 29 (??/??/92)  489.293  (m)         1605.29   (f) ADJ UNCH    1 2
 TF0906
 TF0906.Superseded values are not recommended for survey control.
 TF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0906.See file dsdata.txt to determine how the superseded data were derived.
 TF0906
 TF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU160517(NAD 83)
 TF0906_MARKER: DB = BENCH MARK DISK
 TF0906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0906_SP_SET: ABUTMENT
 TF0906_STAMPING: L 276 1963
 TF0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0906
 TF0906  HISTORY     - Date     Condition        Report By
 TF0906  HISTORY     - 1963     MONUMENTED       CGS
 TF0906  HISTORY     - 1981     GOOD             NGS
 TF0906
 TF0906                          STATION DESCRIPTION
 TF0906
 TF0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0906'2.8 MI NW FROM BURLINGTON.
 TF0906'2.8 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0906'BURLINGTON, 9 TELEPHONE POLES WEST OF MILE POST 479, 6 FEET NORTH OF
 TF0906'THE NORTH RAIL, ABOUT 5 INCHES BELOW THE LEVEL OF THE RAILS, AND SET
 TF0906'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE
 TF0906'NUMBER 479 A.
 TF0906
 TF0906                          STATION RECOVERY (1981)
 TF0906
 TF0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1349 ***********************************************************************
 TF1349  DESIGNATION -  L 277
 TF1349  PID         -  TF1349
 TF1349  STATE/COUNTY-  ND/WARD
 TF1349  USGS QUAD   -  DONNYBROOK (1948)
 TF1349
 TF1349                         *CURRENT SURVEY CONTROL
 TF1349  ___________________________________________________________________
 TF1349* NAD 83(1986)-  48 32 46.     (N)    101 56 53.     (W)     SCALED    
 TF1349* NAVD 88     -       540.793  (meters)    1774.25   (feet)  ADJUSTED  
 TF1349  ___________________________________________________________________
 TF1349  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 TF1349  DYNAMIC HT  -         540.894 (meters)    1774.58  (feet)  COMP
 TF1349  MODELED GRAV-     980,780.4   (mgal)                       NAVD 88
 TF1349
 TF1349  VERT ORDER  -  FIRST     CLASS II
 TF1349
 TF1349.The horizontal coordinates were scaled from a topographic map and have
 TF1349.an estimated accuracy of +/- 6 seconds.
 TF1349
 TF1349.The orthometric height was determined by differential leveling
 TF1349.and adjusted by the National Geodetic Survey in June 1991..
 TF1349
 TF1349.The geoid height was determined by GEOID03.
 TF1349
 TF1349.The dynamic height is computed by dividing the NAVD 88
 TF1349.geopotential number by the normal gravity value computed on the
 TF1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1349.degrees latitude (g = 980.6199 gals.).
 TF1349
 TF1349.The modeled gravity was interpolated from observed gravity values.
 TF1349
 TF1349;                    North         East    Units  Estimated Accuracy
 TF1349;SPC ND N     -   172,910.      493,090.      MT  (+/- 180 meters Scaled)
 TF1349
 TF1349                          SUPERSEDED SURVEY CONTROL
 TF1349
 TF1349  NGVD 29 (??/??/92)  540.394  (m)         1772.94   (f) ADJ UNCH    1 2
 TF1349
 TF1349.Superseded values are not recommended for survey control.
 TF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1349.See file dsdata.txt to determine how the superseded data were derived.
 TF1349
 TF1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU824811(NAD 83)
 TF1349_MARKER: DB = BENCH MARK DISK
 TF1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1349_STAMPING: L 277 1963
 TF1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1349+STABILITY: SURFACE MOTION
 TF1349
 TF1349  HISTORY     - Date     Condition        Report By
 TF1349  HISTORY     - 1963     MONUMENTED       CGS
 TF1349
 TF1349                          STATION DESCRIPTION
 TF1349
 TF1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1349'4.0 MI NW FROM DONNYBROOK.
 TF1349'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1349'RAILROAD STATION AT DONNYBROOK, THENCE 3.85 MILES NORTHWEST ALONG U.S.
 TF1349'HIGHWAY 52, 5 POLES SOUTHEAST OF MILE POST 508, 305 FEET SOUTHWEST OF
 TF1349'THE SOUTHWEST RAIL, 108 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TF1349'HIGHWAY, 48 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1 1/2
 TF1349'FEET NORTHEAST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 TF1349'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TF1349'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1588 ***********************************************************************
 TF1588  DESIGNATION -  L 278
 TF1588  PID         -  TF1588
 TF1588  STATE/COUNTY-  ND/WARD
 TF1588  USGS QUAD   -  TOLLEY SE (1949)
 TF1588
 TF1588                         *CURRENT SURVEY CONTROL
 TF1588  ___________________________________________________________________
 TF1588* NAD 83(1986)-  48 37 08.     (N)    101 51 55.     (W)     SCALED    
 TF1588* NAVD 88     -       577.211  (meters)    1893.73   (feet)  ADJUSTED  
 TF1588  ___________________________________________________________________
 TF1588  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1588  DYNAMIC HT  -         577.322 (meters)    1894.10  (feet)  COMP
 TF1588  MODELED GRAV-     980,783.7   (mgal)                       NAVD 88
 TF1588
 TF1588  VERT ORDER  -  SECOND    CLASS 0
 TF1588
 TF1588.The horizontal coordinates were scaled from a topographic map and have
 TF1588.an estimated accuracy of +/- 6 seconds.
 TF1588
 TF1588.The orthometric height was determined by differential leveling
 TF1588.and adjusted by the National Geodetic Survey in June 1991..
 TF1588
 TF1588.The geoid height was determined by GEOID03.
 TF1588
 TF1588.The dynamic height is computed by dividing the NAVD 88
 TF1588.geopotential number by the normal gravity value computed on the
 TF1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1588.degrees latitude (g = 980.6199 gals.).
 TF1588
 TF1588.The modeled gravity was interpolated from observed gravity values.
 TF1588
 TF1588;                    North         East    Units  Estimated Accuracy
 TF1588;SPC ND N     -   180,890.      499,350.      MT  (+/- 180 meters Scaled)
 TF1588
 TF1588                          SUPERSEDED SURVEY CONTROL
 TF1588
 TF1588  NGVD 29 (??/??/92)  576.829  (m)         1892.48   (f) ADJ UNCH    2 0
 TF1588
 TF1588.Superseded values are not recommended for survey control.
 TF1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1588.See file dsdata.txt to determine how the superseded data were derived.
 TF1588
 TF1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU888890(NAD 83)
 TF1588_MARKER: DB = BENCH MARK DISK
 TF1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1588_STAMPING: L 278 1963
 TF1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1588+STABILITY: SURFACE MOTION
 TF1588
 TF1588  HISTORY     - Date     Condition        Report By
 TF1588  HISTORY     - 1963     MONUMENTED       CGS
 TF1588
 TF1588                          STATION DESCRIPTION
 TF1588
 TF1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1588'10.25 MI N FROM DONNYBROOK.
 TF1588'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1588'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1588'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1588'A FIELD ROAD, THENCE 3.0 MILE NORTH ALONG A TRACK ROAD, 79 FEET NORTH
 TF1588'OF THE CENTER LINE OF THE ROAD, 36 FEET WEST OF THE CENTER LINE OF A
 TF1588'DIM TRACK ROAD, 25 FEET NORTH OF AN 18-INCH COTTONWOOD TREE, IN LINE
 TF1588'WITH A ROW OF TELEPHONE POLES, 8 1/2 FEET EAST OF A POWER POLE, 2.0
 TF1588'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TF1588'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TF1588'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1728 ***********************************************************************
 TF1728  DESIGNATION -  L 279
 TF1728  PID         -  TF1728
 TF1728  STATE/COUNTY-  ND/RENVILLE
 TF1728  USGS QUAD   -  GRANO NE (1949)
 TF1728
 TF1728                         *CURRENT SURVEY CONTROL
 TF1728  ___________________________________________________________________
 TF1728* NAD 83(1986)-  48 41 25.     (N)    101 33 37.     (W)     SCALED    
 TF1728* NAVD 88     -       512.303  (meters)    1680.78   (feet)  ADJUSTED  
 TF1728  ___________________________________________________________________
 TF1728  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 TF1728  DYNAMIC HT  -         512.408 (meters)    1681.13  (feet)  COMP
 TF1728  MODELED GRAV-     980,800.5   (mgal)                       NAVD 88
 TF1728
 TF1728  VERT ORDER  -  SECOND    CLASS 0
 TF1728
 TF1728.The horizontal coordinates were scaled from a topographic map and have
 TF1728.an estimated accuracy of +/- 6 seconds.
 TF1728
 TF1728.The orthometric height was determined by differential leveling
 TF1728.and adjusted by the National Geodetic Survey in June 1991..
 TF1728
 TF1728.The geoid height was determined by GEOID03.
 TF1728
 TF1728.The dynamic height is computed by dividing the NAVD 88
 TF1728.geopotential number by the normal gravity value computed on the
 TF1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1728.degrees latitude (g = 980.6199 gals.).
 TF1728
 TF1728.The modeled gravity was interpolated from observed gravity values.
 TF1728
 TF1728;                    North         East    Units  Estimated Accuracy
 TF1728;SPC ND N     -   188,470.      521,940.      MT  (+/- 180 meters Scaled)
 TF1728
 TF1728                          SUPERSEDED SURVEY CONTROL
 TF1728
 TF1728  NGVD 29 (??/??/92)  511.939  (m)         1679.59   (f) ADJ UNCH    2 0
 TF1728
 TF1728.Superseded values are not recommended for survey control.
 TF1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1728.See file dsdata.txt to determine how the superseded data were derived.
 TF1728
 TF1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU115961(NAD 83)
 TF1728_MARKER: DB = BENCH MARK DISK
 TF1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1728_STAMPING: L 279 1963
 TF1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1728+STABILITY: SURFACE MOTION
 TF1728
 TF1728  HISTORY     - Date     Condition        Report By
 TF1728  HISTORY     - 1963     MONUMENTED       CGS
 TF1728
 TF1728                          STATION DESCRIPTION
 TF1728
 TF1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1728'8.95 MI S FROM GREENE.
 TF1728'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1728'STATION AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE
 TF1728'6.1 MILES EAST ALONG A GRAVELED ROAD, OR 0.35 MILES WEST ALONG STATE
 TF1728'HIGHWAY 5 FROM THE POST OFFICE AT MOHALL, THENCE 5.1 MILES SOUTH ALONG
 TF1728'COUNTY ROAD 9, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 92 FEET
 TF1728'SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET EAST OF THE CENTER LINE
 TF1728'OF A FIELD ROAD, 80 YARDS NORTH OF A CLUMP OF BUSHES, 79 1/2 FEET WEST
 TF1728'OF A TELEPHONE POLE, 4 FEET NORTH OF A PILE OF ROCKS, 1.5 FEET SOUTH
 TF1728'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF1728'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0538 ***********************************************************************
 RP0538  DESIGNATION -  L 28
 RP0538  PID         -  RP0538
 RP0538  STATE/COUNTY-  ND/BARNES
 RP0538  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0538
 RP0538                         *CURRENT SURVEY CONTROL
 RP0538  ___________________________________________________________________
 RP0538* NAD 83(1986)-  46 55 08.     (N)    097 57 31.     (W)     SCALED    
 RP0538* NAVD 88     -       408.345  (meters)    1339.71   (feet)  ADJUSTED  
 RP0538  ___________________________________________________________________
 RP0538  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RP0538  DYNAMIC HT  -         408.377 (meters)    1339.82  (feet)  COMP
 RP0538  MODELED GRAV-     980,679.2   (mgal)                       NAVD 88
 RP0538
 RP0538  VERT ORDER  -  FIRST     CLASS II
 RP0538
 RP0538.The horizontal coordinates were scaled from a topographic map and have
 RP0538.an estimated accuracy of +/- 6 seconds.
 RP0538
 RP0538.The orthometric height was determined by differential leveling
 RP0538.and adjusted by the National Geodetic Survey in June 1991..
 RP0538
 RP0538.The geoid height was determined by GEOID03.
 RP0538
 RP0538.The dynamic height is computed by dividing the NAVD 88
 RP0538.geopotential number by the normal gravity value computed on the
 RP0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0538.degrees latitude (g = 980.6199 gals.).
 RP0538
 RP0538.The modeled gravity was interpolated from observed gravity values.
 RP0538
 RP0538;                    North         East    Units  Estimated Accuracy
 RP0538;SPC ND S     -   142,320.      793,530.      MT  (+/- 180 meters Scaled)
 RP0538
 RP0538                          SUPERSEDED SURVEY CONTROL
 RP0538
 RP0538  NGVD 29 (??/??/92)  407.961  (m)         1338.45   (f) ADJ UNCH    1 2
 RP0538
 RP0538.Superseded values are not recommended for survey control.
 RP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0538.See file dsdata.txt to determine how the superseded data were derived.
 RP0538
 RP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS792966(NAD 83)
 RP0538_MARKER: DB = BENCH MARK DISK
 RP0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0538_SP_SET: BRIDGE ABUTMENT
 RP0538_STAMPING: L 28 1934
 RP0538_MARK LOGO: CGS   
 RP0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0538
 RP0538  HISTORY     - Date     Condition        Report By
 RP0538  HISTORY     - 1934     MONUMENTED       CGS
 RP0538  HISTORY     - 1975     GOOD             NDHD
 RP0538  HISTORY     - 1982     GOOD             NGS
 RP0538
 RP0538                          STATION DESCRIPTION
 RP0538
 RP0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0538'4.6 MI SE FROM VALLEY CITY.
 RP0538'4.6 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE POST OFFICE
 RP0538'AT VALLEY CITY, BARNES COUNTY, 3 POLES NORTHWEST OF MILEPOST 284, AT
 RP0538'110-FOOT STEEL BRIDGE 284 A OVER THE NORTHERN PACIFIC RAILWAY, IN THE
 RP0538'TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT, AND 10
 RP0538'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RP0538'STAMPED L 28 1934.
 RP0538
 RP0538                          STATION RECOVERY (1975)
 RP0538
 RP0538'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1975
 RP0538'RECOVERED IN GOOD CONDITION.
 RP0538
 RP0538                          STATION RECOVERY (1982)
 RP0538
 RP0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0002 ***********************************************************************
 TG0002  DESIGNATION -  L 280
 TG0002  PID         -  TG0002
 TG0002  STATE/COUNTY-  ND/BURKE
 TG0002  USGS QUAD   -  FLAXTON (1947)
 TG0002
 TG0002                         *CURRENT SURVEY CONTROL
 TG0002  ___________________________________________________________________
 TG0002* NAD 83(1986)-  48 54 03.     (N)    102 24 52.     (W)     SCALED    
 TG0002* NAVD 88     -       589.207  (meters)    1933.09   (feet)  ADJUSTED  
 TG0002  ___________________________________________________________________
 TG0002  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 TG0002  DYNAMIC HT  -         589.338 (meters)    1933.52  (feet)  COMP
 TG0002  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 TG0002
 TG0002  VERT ORDER  -  FIRST     CLASS II
 TG0002
 TG0002.The horizontal coordinates were scaled from a topographic map and have
 TG0002.an estimated accuracy of +/- 6 seconds.
 TG0002
 TG0002.The orthometric height was determined by differential leveling
 TG0002.and adjusted by the National Geodetic Survey in June 1991..
 TG0002
 TG0002.The geoid height was determined by GEOID03.
 TG0002
 TG0002.The dynamic height is computed by dividing the NAVD 88
 TG0002.geopotential number by the normal gravity value computed on the
 TG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0002.degrees latitude (g = 980.6199 gals.).
 TG0002
 TG0002.The modeled gravity was interpolated from observed gravity values.
 TG0002
 TG0002;                    North         East    Units  Estimated Accuracy
 TG0002;SPC ND N     -   213,090.      459,650.      MT  (+/- 180 meters Scaled)
 TG0002
 TG0002                          SUPERSEDED SURVEY CONTROL
 TG0002
 TG0002  NGVD 29 (??/??/92)  588.798  (m)         1931.75   (f) ADJ UNCH    1 2
 TG0002
 TG0002.Superseded values are not recommended for survey control.
 TG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0002.See file dsdata.txt to determine how the superseded data were derived.
 TG0002
 TG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ894196(NAD 83)
 TG0002_MARKER: DB = BENCH MARK DISK
 TG0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0002_STAMPING: L 280 1963
 TG0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0002+STABILITY: SURFACE MOTION
 TG0002
 TG0002  HISTORY     - Date     Condition        Report By
 TG0002  HISTORY     - 1963     MONUMENTED       CGS
 TG0002
 TG0002                          STATION DESCRIPTION
 TG0002
 TG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0002'0.9 MI W FROM FLAXTON.
 TG0002'ABOUT 0.1 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0002'AT FLAXTON, THENCE 0.8 MILE WEST ALONG A BRANCH LINE OF THE SOO LINE
 TG0002'RAILROAD, AT A CROSSING OF THE RAILROAD AND A ROAD, IN SECTION 31, T
 TG0002'163 N, R 90 W, 78 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 44
 TG0002'FEET NORTH OF THE NORTH RAIL, 34 FEET NORTHWEST OF THE FIRST POLE EAST
 TG0002'OF THE CROSSING, 2 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A METAL
 TG0002'WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A
 TG0002'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0198 ***********************************************************************
 TG0198  DESIGNATION -  L 281
 TG0198  PID         -  TG0198
 TG0198  STATE/COUNTY-  ND/BURKE
 TG0198  USGS QUAD   -  NORTHGATE (1949)
 TG0198
 TG0198                         *CURRENT SURVEY CONTROL
 TG0198  ___________________________________________________________________
 TG0198* NAD 83(1986)-  48 55 22.     (N)    102 15 44.     (W)     SCALED    
 TG0198* NAVD 88     -       583.922  (meters)    1915.75   (feet)  ADJUSTED  
 TG0198  ___________________________________________________________________
 TG0198  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 TG0198  DYNAMIC HT  -         584.050 (meters)    1916.17  (feet)  COMP
 TG0198  MODELED GRAV-     980,811.0   (mgal)                       NAVD 88
 TG0198
 TG0198  VERT ORDER  -  SECOND    CLASS 0
 TG0198
 TG0198.The horizontal coordinates were scaled from a topographic map and have
 TG0198.an estimated accuracy of +/- 6 seconds.
 TG0198
 TG0198.The orthometric height was determined by differential leveling
 TG0198.and adjusted by the National Geodetic Survey in June 1991..
 TG0198
 TG0198.The geoid height was determined by GEOID03.
 TG0198
 TG0198.The dynamic height is computed by dividing the NAVD 88
 TG0198.geopotential number by the normal gravity value computed on the
 TG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0198.degrees latitude (g = 980.6199 gals.).
 TG0198
 TG0198.The modeled gravity was interpolated from observed gravity values.
 TG0198
 TG0198;                    North         East    Units  Estimated Accuracy
 TG0198;SPC ND N     -   215,270.      470,860.      MT  (+/- 180 meters Scaled)
 TG0198
 TG0198                          SUPERSEDED SURVEY CONTROL
 TG0198
 TG0198  NGVD 29 (??/??/92)  583.519  (m)         1914.43   (f) ADJ UNCH    2 0
 TG0198
 TG0198.Superseded values are not recommended for survey control.
 TG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0198.See file dsdata.txt to determine how the superseded data were derived.
 TG0198
 TG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ005224(NAD 83)
 TG0198_MARKER: DB = BENCH MARK DISK
 TG0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0198_STAMPING: L 281 1963
 TG0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0198+STABILITY: SURFACE MOTION
 TG0198
 TG0198  HISTORY     - Date     Condition        Report By
 TG0198  HISTORY     - 1963     MONUMENTED       CGS
 TG0198
 TG0198                          STATION DESCRIPTION
 TG0198
 TG0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0198'6.8 MI S FROM NORTHGATE.
 TG0198'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0198'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0198'HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.0
 TG0198'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILES WEST ALONG A TRAIL
 TG0198'ROAD, OR 0.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE
 TG0198'STATION AT FLAXTON, THENCE 5.75 MILES EAST ALONG U.S. HIGHWAY 52 AND
 TG0198'STATE HIGHWAY 5, THENCE 2.0 MILE NORTH ALONG STATE HIGHWAY 8, IN
 TG0198'SECTION 30, T 163 N, R 89 W, AT A ROAD INTERSECTION, 101 FEET WEST OF
 TG0198'THE CENTER LINE OF THE HIGHWAY, 83 FEET SOUTH OF THE CENTER LINE OF
 TG0198'THE CROSS ROAD, 2.7 FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST,
 TG0198'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 TG0198'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0319 ***********************************************************************
 TG0319  DESIGNATION -  L 282
 TG0319  PID         -  TG0319
 TG0319  STATE/COUNTY-  ND/WARD
 TG0319  USGS QUAD   -  KENMARE (1981)
 TG0319
 TG0319                         *CURRENT SURVEY CONTROL
 TG0319  ___________________________________________________________________
 TG0319* NAD 83(1986)-  48 44 04.     (N)    102 05 32.     (W)     SCALED    
 TG0319* NAVD 88     -       592.191  (meters)    1942.88   (feet)  ADJUSTED  
 TG0319  ___________________________________________________________________
 TG0319  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TG0319  DYNAMIC HT  -         592.310 (meters)    1943.27  (feet)  COMP
 TG0319  MODELED GRAV-     980,791.4   (mgal)                       NAVD 88
 TG0319
 TG0319  VERT ORDER  -  SECOND    CLASS 0
 TG0319
 TG0319.The horizontal coordinates were scaled from a topographic map and have
 TG0319.an estimated accuracy of +/- 6 seconds.
 TG0319
 TG0319.The orthometric height was determined by differential leveling
 TG0319.and adjusted by the National Geodetic Survey in June 1991..
 TG0319
 TG0319.The geoid height was determined by GEOID03.
 TG0319
 TG0319.The dynamic height is computed by dividing the NAVD 88
 TG0319.geopotential number by the normal gravity value computed on the
 TG0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0319.degrees latitude (g = 980.6199 gals.).
 TG0319
 TG0319.The modeled gravity was interpolated from observed gravity values.
 TG0319
 TG0319;                    North         East    Units  Estimated Accuracy
 TG0319;SPC ND N     -   194,060.      482,880.      MT  (+/- 180 meters Scaled)
 TG0319
 TG0319                          SUPERSEDED SURVEY CONTROL
 TG0319
 TG0319  NGVD 29 (??/??/92)  591.789  (m)         1941.56   (f) ADJ UNCH    2 0
 TG0319
 TG0319.Superseded values are not recommended for survey control.
 TG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0319.See file dsdata.txt to determine how the superseded data were derived.
 TG0319
 TG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ137020(NAD 83)
 TG0319_MARKER: DB = BENCH MARK DISK
 TG0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0319_STAMPING: L 282 1963
 TG0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0319+STABILITY: SURFACE MOTION
 TG0319
 TG0319  HISTORY     - Date     Condition        Report By
 TG0319  HISTORY     - 1963     MONUMENTED       CGS
 TG0319  HISTORY     - 1983     GOOD             NGS
 TG0319
 TG0319                          STATION DESCRIPTION
 TG0319
 TG0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0319'5.4 MI N FROM KENMARE.
 TG0319'ABOUT 3.5 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0319'KENMARE, THENCE 1.65 MILES NORTH ALONG U.S. HIGHWAY 52, THENCE 0.25
 TG0319'MILE WEST ALONG A GRAVELED ROAD, AT THE KENMARE AIRPORT, IN SECTION
 TG0319'33, T 161 N, R 88 W, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56
 TG0319'FEET NORTH OF THE NORTHWEST CORNER OF THE MOST WESTERLY HANGER, 4 FEET
 TG0319'WEST OF A TELEPHONE POLE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0319'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0319'POST PROJECTING 3 INCHES.
 TG0319
 TG0319                          STATION RECOVERY (1983)
 TG0319
 TG0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1427 ***********************************************************************
 TF1427  CBN         -  This is a Cooperative Base Network Control Station.
 TF1427  DESIGNATION -  L 283
 TF1427  PID         -  TF1427
 TF1427  STATE/COUNTY-  ND/RENVILLE
 TF1427  USGS QUAD   -  MOHALL (1980)
 TF1427
 TF1427                         *CURRENT SURVEY CONTROL
 TF1427  ___________________________________________________________________
 TF1427* NAD 83(1996)-  48 45 47.51350(N)    101 33 44.93329(W)     ADJUSTED  
 TF1427* NAVD 88     -       507.514  (meters)    1665.07   (feet)  ADJUSTED  
 TF1427  ___________________________________________________________________
 TF1427  X           -    -844,357.453 (meters)                     COMP
 TF1427  Y           -  -4,127,107.326 (meters)                     COMP
 TF1427  Z           -   4,773,607.117 (meters)                     COMP
 TF1427  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 TF1427  ELLIP HEIGHT-         486.88  (meters)          (04/10/03) GPS OBS
 TF1427  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1427  DYNAMIC HT  -         507.622 (meters)    1665.42  (feet)  COMP
 TF1427  MODELED GRAV-     980,807.6   (mgal)                       NAVD 88
 TF1427
 TF1427  HORZ ORDER  -  B
 TF1427  VERT ORDER  -  SECOND    CLASS 0
 TF1427  ELLP ORDER  -  FOURTH    CLASS I
 TF1427
 TF1427.The horizontal coordinates were established by GPS observations
 TF1427.and adjusted by the National Geodetic Survey in August 1997..
 TF1427
 TF1427.The orthometric height was determined by differential leveling
 TF1427.and adjusted by the National Geodetic Survey in June 1991..
 TF1427
 TF1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF1427
 TF1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1427
 TF1427.The ellipsoidal height was determined by GPS observations
 TF1427.and is referenced to NAD 83.
 TF1427
 TF1427.The geoid height was determined by GEOID03.
 TF1427
 TF1427.The dynamic height is computed by dividing the NAVD 88
 TF1427.geopotential number by the normal gravity value computed on the
 TF1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1427.degrees latitude (g = 980.6199 gals.).
 TF1427
 TF1427.The modeled gravity was interpolated from observed gravity values.
 TF1427
 TF1427;                    North         East     Units Scale Factor Converg.
 TF1427;SPC ND N     -   196,581.758   521,890.443   MT  1.00000606   -0 47 26.3
 TF1427;SPC ND N     -   644,953.27  1,712,238.99   iFT  1.00000606   -0 47 26.3
 TF1427;UTM  14      - 5,404,299.710   311,694.886   MT  1.00003564   -1 55 39.1
 TF1427
 TF1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1427!SPC ND N     -   0.99992370  x   1.00000606  =   0.99992976
 TF1427!UTM  14      -   0.99992370  x   1.00003564  =   0.99995934
 TF1427
 TF1427                          SUPERSEDED SURVEY CONTROL
 TF1427
 TF1427  ELLIP H (08/29/97)  486.94   (m)                       GP(       ) 3 2
 TF1427  NAVD 88 (08/29/97)  507.51   (m)         1665.1    (f) LEVELING    3  
 TF1427  NGVD 29 (??/??/92)  507.141  (m)         1663.85   (f) ADJ UNCH    2 0
 TF1427
 TF1427.Superseded values are not recommended for survey control.
 TF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1427.See file dsdata.txt to determine how the superseded data were derived.
 TF1427
 TF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1169504300(NAD 83)
 TF1427_MARKER: DB = BENCH MARK DISK
 TF1427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1427_SP_SET: 16 FEET
 TF1427_STAMPING: L 283 1963
 TF1427_MARK LOGO: CGS   
 TF1427_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF1427+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1996
 TF1427
 TF1427  HISTORY     - Date     Condition        Report By
 TF1427  HISTORY     - 1963     MONUMENTED       CGS
 TF1427  HISTORY     - 19960909 GOOD             NGS
 TF1427
 TF1427                          STATION DESCRIPTION
 TF1427
 TF1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1427'2.35 MI W FROM MOHALL.
 TF1427'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1427'MOHALL, IN SECTION 21, T 161 N, R 84 W, AT THE INTERSECTION WITH A
 TF1427'SECTION LINE ROAD, 101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 TF1427'54 1/2 FEET WEST OF THE CENTER LINE OF THE SECTION LINE ROAD, 233 FEET
 TF1427'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM BRANDON HALL, 17 FEET WEST OF
 TF1427'A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 0.6 FEET WEST OF A METAL
 TF1427'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET ON
 TF1427'THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND
 TF1427'ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
 TF1427
 TF1427                          STATION RECOVERY (1996)
 TF1427
 TF1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 TF1427'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST OF MOHALL, IN THE
 TF1427'SOUTHWEST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 5 AND A GRAVEL
 TF1427'SECTION LINE ROAD, SOUTHWEST OF AND ACROSS THE HIGHWAY FROM BRANDON
 TF1427'HALL, AND ON THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP -- NORTH DAKOTA
 TF1427'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE INTERSECTION OF STATE
 TF1427'HIGHWAY 5 (MAIN STREET) AND CENTRAL AVENUE ADJACENT TO THE POST OFFICE
 TF1427'IN MOHALL, GO WEST ON HIGHWAY 5 FOR 1.77 KM (1.10 MI) TO THE AIRPORT
 TF1427'ENTRANCE ROAD ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 5 FOR 2.01 KM
 TF1427'(1.25 MI) TO THE STATION ON THE LEFT.  THE STATION IS A SURVEY DISK
 TF1427'SET ON THE TOP OF A 5/8 INCH DIAMETER ROD ENCASED IN A 18 CM CLAY TILE
 TF1427'PIPE PROJECTING 15 CM.  IT IS 30.2 M (99.1 FT) SOUTH OF, AND ABOUT 2 M
 TF1427'(6.6 FT) LOWER THAN THE HIGHWAY CENTER, 23.0 M (75.5 FT) EAST OF A
 TF1427'POWER POLE WITH TWO GUY WIRES, 18.8 M (61.7 FT) WEST OF THE CENTER OF
 TF1427'THE SECTION LINE ROAD AND 0.25 M (0.82 FT) WEST OF A METAL WITNESS
 TF1427'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0703 ***********************************************************************
 TF0703  DESIGNATION -  L 284
 TF0703  PID         -  TF0703
 TF0703  STATE/COUNTY-  ND/BOTTINEAU
 TF0703  USGS QUAD   -  ANTLER NW (1950)
 TF0703
 TF0703                         *CURRENT SURVEY CONTROL
 TF0703  ___________________________________________________________________
 TF0703* NAD 83(1986)-  48 57 57.     (N)    101 23 15.     (W)     SCALED    
 TF0703* NAVD 88     -       481.011  (meters)    1578.12   (feet)  ADJUSTED  
 TF0703  ___________________________________________________________________
 TF0703  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 TF0703  DYNAMIC HT  -         481.127 (meters)    1578.50  (feet)  COMP
 TF0703  MODELED GRAV-     980,836.5   (mgal)                       NAVD 88
 TF0703
 TF0703  VERT ORDER  -  SECOND    CLASS 0
 TF0703
 TF0703.The horizontal coordinates were scaled from a topographic map and have
 TF0703.an estimated accuracy of +/- 6 seconds.
 TF0703
 TF0703.The orthometric height was determined by differential leveling
 TF0703.and adjusted by the National Geodetic Survey in June 1991..
 TF0703
 TF0703.The geoid height was determined by GEOID03.
 TF0703
 TF0703.The dynamic height is computed by dividing the NAVD 88
 TF0703.geopotential number by the normal gravity value computed on the
 TF0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0703.degrees latitude (g = 980.6199 gals.).
 TF0703
 TF0703.The modeled gravity was interpolated from observed gravity values.
 TF0703
 TF0703;                    North         East    Units  Estimated Accuracy
 TF0703;SPC ND N     -   218,950.      535,010.      MT  (+/- 180 meters Scaled)
 TF0703
 TF0703                          SUPERSEDED SURVEY CONTROL
 TF0703
 TF0703  NGVD 29 (??/??/92)  480.664  (m)         1576.98   (f) ADJ UNCH    2 0
 TF0703
 TF0703.Superseded values are not recommended for survey control.
 TF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0703.See file dsdata.txt to determine how the superseded data were derived.
 TF0703
 TF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV252264(NAD 83)
 TF0703_MARKER: DB = BENCH MARK DISK
 TF0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0703_SP_SET: 34 FT
 TF0703_STAMPING: L 284 1963
 TF0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0703
 TF0703  HISTORY     - Date     Condition        Report By
 TF0703  HISTORY     - 1963     MONUMENTED       CGS
 TF0703
 TF0703                          STATION DESCRIPTION
 TF0703
 TF0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0703'5.05 MI W FROM ANTLER.
 TF0703'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0703'RAILWAY STATION AT ANTLER, THENCE 4.8 MILES WEST ALONG A GRAVELED
 TF0703'ROAD, AT A ROAD INTERSECTION, IN SECTION 2, T 163 N, R 83 W, 74 FEET
 TF0703'NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE
 TF0703'OF A TRAIL ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTH
 TF0703'OF A FENCE, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TF0703'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TF0703'DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE WHICH
 TF0703'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0835 ***********************************************************************
 TF0835  DESIGNATION -  L 285
 TF0835  PID         -  TF0835
 TF0835  STATE/COUNTY-  ND/BOTTINEAU
 TF0835  USGS QUAD   -  ANTLER SW (1980)
 TF0835
 TF0835                         *CURRENT SURVEY CONTROL
 TF0835  ___________________________________________________________________
 TF0835* NAD 83(1986)-  48 48 23.     (N)    101 25 51.     (W)     SCALED    
 TF0835* NAVD 88     -       481.964  (meters)    1581.24   (feet)  ADJUSTED  
 TF0835  ___________________________________________________________________
 TF0835  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 TF0835  DYNAMIC HT  -         482.071 (meters)    1581.59  (feet)  COMP
 TF0835  MODELED GRAV-     980,816.5   (mgal)                       NAVD 88
 TF0835
 TF0835  VERT ORDER  -  SECOND    CLASS 0
 TF0835
 TF0835.The horizontal coordinates were scaled from a topographic map and have
 TF0835.an estimated accuracy of +/- 6 seconds.
 TF0835
 TF0835.The orthometric height was determined by differential leveling
 TF0835.and adjusted by the National Geodetic Survey in June 1991..
 TF0835
 TF0835.The geoid height was determined by GEOID03.
 TF0835
 TF0835.The dynamic height is computed by dividing the NAVD 88
 TF0835.geopotential number by the normal gravity value computed on the
 TF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0835.degrees latitude (g = 980.6199 gals.).
 TF0835
 TF0835.The modeled gravity was interpolated from observed gravity values.
 TF0835
 TF0835;                    North         East    Units  Estimated Accuracy
 TF0835;SPC ND N     -   201,260.      531,630.      MT  (+/- 180 meters Scaled)
 TF0835
 TF0835                          SUPERSEDED SURVEY CONTROL
 TF0835
 TF0835  NGVD 29 (??/??/92)  481.610  (m)         1580.08   (f) ADJ UNCH    2 0
 TF0835
 TF0835.Superseded values are not recommended for survey control.
 TF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0835.See file dsdata.txt to determine how the superseded data were derived.
 TF0835
 TF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV215087(NAD 83)
 TF0835_MARKER: DB = BENCH MARK DISK
 TF0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0835_STAMPING: L 285 1963
 TF0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0835+STABILITY: SURFACE MOTION
 TF0835
 TF0835  HISTORY     - Date     Condition        Report By
 TF0835  HISTORY     - 1963     MONUMENTED       CGS
 TF0835
 TF0835                          STATION DESCRIPTION
 TF0835
 TF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0835'6.65 MI NE FROM MOHALL.
 TF0835'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0835'MOHALL, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34 T
 TF0835'162 N, R 83 W, AT A ROAD INTERSECTION, 69 FEET EAST OF THE CENTER LINE
 TF0835'OF THE ROAD, 70 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 4 1/2
 TF0835'FEET NORTH OF A TELEPHONE POLE, 1.2 FEET SOUTH OF A METAL WITNESS
 TF0835'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 TF0835'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1464 ***********************************************************************
 TF1464  DESIGNATION -  L 286
 TF1464  PID         -  TF1464
 TF1464  STATE/COUNTY-  ND/RENVILLE
 TF1464  USGS QUAD   -  MOHALL (1980)
 TF1464
 TF1464                         *CURRENT SURVEY CONTROL
 TF1464  ___________________________________________________________________
 TF1464* NAD 83(1986)-  48 48 37.     (N)    101 31 05.     (W)     SCALED    
 TF1464* NAVD 88     -       491.615  (meters)    1612.91   (feet)  ADJUSTED  
 TF1464  ___________________________________________________________________
 TF1464  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 TF1464  DYNAMIC HT  -         491.723 (meters)    1613.26  (feet)  COMP
 TF1464  MODELED GRAV-     980,814.1   (mgal)                       NAVD 88
 TF1464
 TF1464  VERT ORDER  -  SECOND    CLASS 0
 TF1464
 TF1464.The horizontal coordinates were scaled from a topographic map and have
 TF1464.an estimated accuracy of +/- 6 seconds.
 TF1464
 TF1464.The orthometric height was determined by differential leveling
 TF1464.and adjusted by the National Geodetic Survey in June 1991..
 TF1464
 TF1464.The geoid height was determined by GEOID03.
 TF1464
 TF1464.The dynamic height is computed by dividing the NAVD 88
 TF1464.geopotential number by the normal gravity value computed on the
 TF1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1464.degrees latitude (g = 980.6199 gals.).
 TF1464
 TF1464.The modeled gravity was interpolated from observed gravity values.
 TF1464
 TF1464;                    North         East    Units  Estimated Accuracy
 TF1464;SPC ND N     -   201,770.      525,230.      MT  (+/- 180 meters Scaled)
 TF1464
 TF1464                          SUPERSEDED SURVEY CONTROL
 TF1464
 TF1464  NGVD 29 (??/??/92)  491.247  (m)         1611.70   (f) ADJ UNCH    2 0
 TF1464
 TF1464.Superseded values are not recommended for survey control.
 TF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1464.See file dsdata.txt to determine how the superseded data were derived.
 TF1464
 TF1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV151094(NAD 83)
 TF1464_MARKER: DB = BENCH MARK DISK
 TF1464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1464_SP_SET: 11 FEET
 TF1464_STAMPING: L 286 1963
 TF1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1464
 TF1464  HISTORY     - Date     Condition        Report By
 TF1464  HISTORY     - 1963     MONUMENTED       CGS
 TF1464
 TF1464                          STATION DESCRIPTION
 TF1464
 TF1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1464'3.6 MI N FROM MOHALL.
 TF1464'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1464'MOHALL, THENCE 3.25 MILES NORTH ALONG COUNTY ROAD 9, 0.25 MILES NORTH
 TF1464'OF A ROAD INTERSECTION, 77 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TF1464'32 FEET NORTHEAST OF A POWER POLE, 18 FEET EAST OF A ROW OF POLES, 1
 TF1464'FOOT EAST OF A FENCE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TF1464'LEVEL WITH THE ROAD AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS
 TF1464'DRIVEN TO A DEPTH OF 11 FEET AND ENCASED IN A 6-INCH TILE PROJECTING
 TF1464'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1716 ***********************************************************************
 TF1716  DESIGNATION -  L 287
 TF1716  PID         -  TF1716
 TF1716  STATE/COUNTY-  ND/RENVILLE
 TF1716  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1716
 TF1716                         *CURRENT SURVEY CONTROL
 TF1716  ___________________________________________________________________
 TF1716* NAD 83(1986)-  48 49 15.     (N)    101 50 49.     (W)     SCALED    
 TF1716* NAVD 88     -       520.250  (meters)    1706.85   (feet)  ADJUSTED  
 TF1716  ___________________________________________________________________
 TF1716  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 TF1716  DYNAMIC HT  -         520.363 (meters)    1707.22  (feet)  COMP
 TF1716  MODELED GRAV-     980,811.6   (mgal)                       NAVD 88
 TF1716
 TF1716  VERT ORDER  -  SECOND    CLASS 0
 TF1716
 TF1716.The horizontal coordinates were scaled from a topographic map and have
 TF1716.an estimated accuracy of +/- 6 seconds.
 TF1716
 TF1716.The orthometric height was determined by differential leveling
 TF1716.and adjusted by the National Geodetic Survey in June 1991..
 TF1716
 TF1716.The geoid height was determined by GEOID03.
 TF1716
 TF1716.The dynamic height is computed by dividing the NAVD 88
 TF1716.geopotential number by the normal gravity value computed on the
 TF1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1716.degrees latitude (g = 980.6199 gals.).
 TF1716
 TF1716.The modeled gravity was interpolated from observed gravity values.
 TF1716
 TF1716;                    North         East    Units  Estimated Accuracy
 TF1716;SPC ND N     -   203,320.      501,090.      MT  (+/- 180 meters Scaled)
 TF1716
 TF1716                          SUPERSEDED SURVEY CONTROL
 TF1716
 TF1716  NGVD 29 (??/??/92)  519.872  (m)         1705.61   (f) ADJ UNCH    2 0
 TF1716
 TF1716.Superseded values are not recommended for survey control.
 TF1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1716.See file dsdata.txt to determine how the superseded data were derived.
 TF1716
 TF1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV910114(NAD 83)
 TF1716_MARKER: DB = BENCH MARK DISK
 TF1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1716_STAMPING: L 287 1963
 TF1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1716+STABILITY: SURFACE MOTION
 TF1716
 TF1716  HISTORY     - Date     Condition        Report By
 TF1716  HISTORY     - 1963     MONUMENTED       CGS
 TF1716
 TF1716                          STATION DESCRIPTION
 TF1716
 TF1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1716'8.65 MI N FROM TOLLEY.
 TF1716'ABOUT 0.25 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1716'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3 TO A JUNCTION,
 TF1716'THENCE 1.3 MILES NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7
 TF1716'MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.7 MILES NORTH-NORTHWEST
 TF1716'ALONG A GRAVELED ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A GRAVELED
 TF1716'ROAD, IN SECTION 32, T 162 N, R 86 W, OR 0.3 MILE WEST ALONG THE SOO
 TF1716'LINE RAILROAD FROM THE STATION AT NORMA, THENCE 0.55 MILE NORTH ALONG
 TF1716'A TRACK ROAD, THENCE 6.0 MILES NORTH ALONG COUNTY ROAD 1, THENCE 1.0
 TF1716'MILE EAST ALONG A GRAVELED ROAD, THENCE 6.0 MILE EAST ALONG A TRACK
 TF1716'ROAD, ABOUT 0.5 MILE SOUTHWEST OF A LARGE BARN AND STEEL SILO, 102
 TF1716'FEET SOUTHEAST OF THE CENTER LINE OF A CURVE IN THE ROAD, 3 1/2 FEET
 TF1716'NORTHWEST OF A CORNER FENCE POST, 3 FEET WEST OF A FENCE, 3 FEET NORTH
 TF1716'OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TF1716'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1716'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0136 ***********************************************************************
 SM0136  DESIGNATION -  L 288
 SM0136  PID         -  SM0136
 SM0136  STATE/COUNTY-  ND/GRIGGS
 SM0136  USGS QUAD   -  KLOTEN NW (1961)
 SM0136
 SM0136                         *CURRENT SURVEY CONTROL
 SM0136  ___________________________________________________________________
 SM0136* NAD 83(1986)-  47 40 20.     (N)    098 10 34.     (W)     SCALED    
 SM0136* NAVD 88     -       448.322  (meters)    1470.87   (feet)  ADJUSTED  
 SM0136  ___________________________________________________________________
 SM0136  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SM0136  DYNAMIC HT  -         448.390 (meters)    1471.09  (feet)  COMP
 SM0136  MODELED GRAV-     980,748.8   (mgal)                       NAVD 88
 SM0136
 SM0136  VERT ORDER  -  SECOND    CLASS 0
 SM0136
 SM0136.The horizontal coordinates were scaled from a topographic map and have
 SM0136.an estimated accuracy of +/- 6 seconds.
 SM0136
 SM0136.The orthometric height was determined by differential leveling
 SM0136.and adjusted by the National Geodetic Survey in June 1991..
 SM0136
 SM0136.The geoid height was determined by GEOID03.
 SM0136
 SM0136.The dynamic height is computed by dividing the NAVD 88
 SM0136.geopotential number by the normal gravity value computed on the
 SM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0136.degrees latitude (g = 980.6199 gals.).
 SM0136
 SM0136.The modeled gravity was interpolated from observed gravity values.
 SM0136
 SM0136;                    North         East    Units  Estimated Accuracy
 SM0136;SPC ND N     -    77,370.      774,480.      MT  (+/- 180 meters Scaled)
 SM0136
 SM0136                          SUPERSEDED SURVEY CONTROL
 SM0136
 SM0136  NGVD 29 (??/??/92)  447.967  (m)         1469.71   (f) ADJ UNCH    2 0
 SM0136
 SM0136.Superseded values are not recommended for survey control.
 SM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0136.See file dsdata.txt to determine how the superseded data were derived.
 SM0136
 SM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT618801(NAD 83)
 SM0136_MARKER: DB = BENCH MARK DISK
 SM0136_SETTING: 66 = SET IN ROCK OUTCROP
 SM0136_SP_SET: OUTCROP
 SM0136_STAMPING: L 288 1963
 SM0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SM0136+STABILITY: POSITION/ELEVATION WELL
 SM0136
 SM0136  HISTORY     - Date     Condition        Report By
 SM0136  HISTORY     - 1963     MONUMENTED       CGS
 SM0136  HISTORY     - 1963     GOOD             NGS
 SM0136
 SM0136                          STATION DESCRIPTION
 SM0136
 SM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0136'7.6 MI S FROM MCVILLE.
 SM0136'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0136'STATION AT MCVILLE, THENCE 6.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0136'THENCE 0.7 MILE WEST ALONG COUNTY ROAD 35, IN SECTION 4, T 148 N, R 59
 SM0136'W, 133 FEET WEST OF THE CENTER OF THE INTERSECTION, 51 FEET SOUTH OF
 SM0136'THE CENTER LINE OF A GRAVELED ROAD LEADING WEST, 7 FEET SOUTH OF A
 SM0136'FENCE, 18 FEET WEST OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF
 SM0136'THE ROAD, AND SET IN THE TOP OF A ROCK OUTCROP.
 SM0136
 SM0136                          STATION RECOVERY (1963)
 SM0136
 SM0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0290 ***********************************************************************
 SM0290  DESIGNATION -  L 289
 SM0290  PID         -  SM0290
 SM0290  STATE/COUNTY-  ND/NELSON
 SM0290  USGS QUAD   -  KLOTEN NW (1961)
 SM0290
 SM0290                         *CURRENT SURVEY CONTROL
 SM0290  ___________________________________________________________________
 SM0290* NAD 83(1986)-  47 42 55.     (N)    098 14 47.     (W)     SCALED    
 SM0290* NAVD 88     -       444.791  (meters)    1459.29   (feet)  ADJUSTED  
 SM0290  ___________________________________________________________________
 SM0290  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 SM0290  DYNAMIC HT  -         444.863 (meters)    1459.52  (feet)  COMP
 SM0290  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 SM0290
 SM0290  VERT ORDER  -  SECOND    CLASS 0
 SM0290
 SM0290.The horizontal coordinates were scaled from a topographic map and have
 SM0290.an estimated accuracy of +/- 6 seconds.
 SM0290
 SM0290.The orthometric height was determined by differential leveling
 SM0290.and adjusted by the National Geodetic Survey in June 1991..
 SM0290
 SM0290.The geoid height was determined by GEOID03.
 SM0290
 SM0290.The dynamic height is computed by dividing the NAVD 88
 SM0290.geopotential number by the normal gravity value computed on the
 SM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0290.degrees latitude (g = 980.6199 gals.).
 SM0290
 SM0290.The modeled gravity was interpolated from observed gravity values.
 SM0290
 SM0290;                    North         East    Units  Estimated Accuracy
 SM0290;SPC ND N     -    82,000.      769,070.      MT  (+/- 180 meters Scaled)
 SM0290
 SM0290                          SUPERSEDED SURVEY CONTROL
 SM0290
 SM0290  NGVD 29 (??/??/92)  444.439  (m)         1458.13   (f) ADJ UNCH    2 0
 SM0290
 SM0290.Superseded values are not recommended for survey control.
 SM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0290.See file dsdata.txt to determine how the superseded data were derived.
 SM0290
 SM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT565849(NAD 83)
 SM0290_MARKER: DB = BENCH MARK DISK
 SM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0290_STAMPING: L 289 1963
 SM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0290+STABILITY: SURFACE MOTION
 SM0290
 SM0290  HISTORY     - Date     Condition        Report By
 SM0290  HISTORY     - 1963     MONUMENTED       CGS
 SM0290
 SM0290                          STATION DESCRIPTION
 SM0290
 SM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0290'8.1 MI SE FROM PEKIN.
 SM0290'ABOUT 3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0290'STATION AT PEKIN, THENCE 0.5 MILE SOUTH ACROSS COUNTRY, THENCE 0.25
 SM0290'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG A TRAIL
 SM0290'ROAD TO THE JUNCTION OF THE TRAIL ROAD AND AN EAST-WEST ROAD, THENCE
 SM0290'0.15 MILE SOUTH ACROSS COUNTRY TO A FENCE CORNER, THENCE 0.5 MILE
 SM0290'SOUTH ALONG A FENCE LINE TO A GRAVELED ROAD JUNCTION, THENCE 2.05
 SM0290'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG COUNTY
 SM0290'ROAD 18, IN SECTION 19, T 149 N, R 59 W, 74 FEET SOUTH OF THE CENTER
 SM0290'LINE OF THE ROAD, 61 FEET EAST OF A DIM NORTH SOUTH ROAD, 4 FEET SOUTH
 SM0290'OF A POWER POLE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 SM0290'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0290'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0463 ***********************************************************************
 RP0463  DESIGNATION -  L 29
 RP0463  PID         -  RP0463
 RP0463  STATE/COUNTY-  ND/RANSOM
 RP0463  USGS QUAD   -  VENLO (1960)
 RP0463
 RP0463                         *CURRENT SURVEY CONTROL
 RP0463  ___________________________________________________________________
 RP0463* NAD 83(1986)-  46 29 17.     (N)    097 26 50.     (W)     SCALED    
 RP0463* NAVD 88     -       324.087  (meters)    1063.28   (feet)  ADJUSTED  
 RP0463  ___________________________________________________________________
 RP0463  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 RP0463  DYNAMIC HT  -         324.101 (meters)    1063.32  (feet)  COMP
 RP0463  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 RP0463
 RP0463  VERT ORDER  -  SECOND    CLASS 0
 RP0463
 RP0463.The horizontal coordinates were scaled from a topographic map and have
 RP0463.an estimated accuracy of +/- 6 seconds.
 RP0463
 RP0463.The orthometric height was determined by differential leveling
 RP0463.and adjusted by the National Geodetic Survey in June 1991..
 RP0463
 RP0463.The geoid height was determined by GEOID03.
 RP0463
 RP0463.The dynamic height is computed by dividing the NAVD 88
 RP0463.geopotential number by the normal gravity value computed on the
 RP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0463.degrees latitude (g = 980.6199 gals.).
 RP0463
 RP0463.The modeled gravity was interpolated from observed gravity values.
 RP0463
 RP0463;                    North         East    Units  Estimated Accuracy
 RP0463;SPC ND S     -    95,860.      834,320.      MT  (+/- 180 meters Scaled)
 RP0463
 RP0463                          SUPERSEDED SURVEY CONTROL
 RP0463
 RP0463  NGVD 29 (??/??/92)  323.793  (m)         1062.31   (f) ADJ UNCH    2 0
 RP0463
 RP0463.Superseded values are not recommended for survey control.
 RP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0463.See file dsdata.txt to determine how the superseded data were derived.
 RP0463
 RP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS191494(NAD 83)
 RP0463_MARKER: DB = BENCH MARK DISK
 RP0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0463_STAMPING: L-29 1934
 RP0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0463+STABILITY: SURFACE MOTION
 RP0463
 RP0463  HISTORY     - Date     Condition        Report By
 RP0463  HISTORY     - 1934     MONUMENTED       CGS
 RP0463  HISTORY     - 1958     MARK NOT FOUND   USGS
 RP0463
 RP0463                          STATION DESCRIPTION
 RP0463
 RP0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0463'IN VENLO.
 RP0463'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 7 POLES
 RP0463'NORTHWEST OF MILEPOLE NO. 245, AND 285 FEET NORTHWEST OF VENLO STATION
 RP0463'SIGN.  130 FEET NORTHWEST OF THE CENTER OF PUBLIC ROAD CROSSING, 15
 RP0463'FEET NORTHWEST OF TELEGRAPH POLE, 4 FEET SOUTHWEST OF RIGHT OF WAY
 RP0463'FENCE AND 46 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. NOTE-- THE
 RP0463'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RP0463'LINE RAILROAD.
 RP0463
 RP0463                          STATION RECOVERY (1958)
 RP0463
 RP0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RP0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0746 ***********************************************************************
 SM0746  DESIGNATION -  L 290
 SM0746  PID         -  SM0746
 SM0746  STATE/COUNTY-  ND/NELSON
 SM0746  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0746
 SM0746                         *CURRENT SURVEY CONTROL
 SM0746  ___________________________________________________________________
 SM0746* NAD 83(1986)-  47 44 41.     (N)    098 30 53.     (W)     SCALED    
 SM0746* NAVD 88     -       455.898  (meters)    1495.73   (feet)  ADJUSTED  
 SM0746  ___________________________________________________________________
 SM0746  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 SM0746  DYNAMIC HT  -         455.966 (meters)    1495.95  (feet)  COMP
 SM0746  MODELED GRAV-     980,746.8   (mgal)                       NAVD 88
 SM0746
 SM0746  VERT ORDER  -  SECOND    CLASS 0
 SM0746
 SM0746.The horizontal coordinates were scaled from a topographic map and have
 SM0746.an estimated accuracy of +/- 6 seconds.
 SM0746
 SM0746.The orthometric height was determined by differential leveling
 SM0746.and adjusted by the National Geodetic Survey in June 1991..
 SM0746
 SM0746.The geoid height was determined by GEOID03.
 SM0746
 SM0746.The dynamic height is computed by dividing the NAVD 88
 SM0746.geopotential number by the normal gravity value computed on the
 SM0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0746.degrees latitude (g = 980.6199 gals.).
 SM0746
 SM0746.The modeled gravity was interpolated from observed gravity values.
 SM0746
 SM0746;                    North         East    Units  Estimated Accuracy
 SM0746;SPC ND N     -    84,720.      748,860.      MT  (+/- 180 meters Scaled)
 SM0746
 SM0746                          SUPERSEDED SURVEY CONTROL
 SM0746
 SM0746  NGVD 29 (??/??/92)  455.538  (m)         1494.54   (f) ADJ UNCH    2 0
 SM0746
 SM0746.Superseded values are not recommended for survey control.
 SM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0746.See file dsdata.txt to determine how the superseded data were derived.
 SM0746
 SM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT363880(NAD 83)
 SM0746_MARKER: DB = BENCH MARK DISK
 SM0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0746_STAMPING: L 290 1963
 SM0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0746+STABILITY: SURFACE MOTION
 SM0746
 SM0746  HISTORY     - Date     Condition        Report By
 SM0746  HISTORY     - 1963     MONUMENTED       CGS
 SM0746
 SM0746                          STATION DESCRIPTION
 SM0746
 SM0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0746'9.4 MI SW FROM TOLNA.
 SM0746'5.85 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0746'STATION AT TOLNA, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, THENCE
 SM0746'1.55 MILES WEST ALONG A TRACK ROAD, OR ABOUT 1.05 MILES SOUTH ALONG A
 SM0746'GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY STATION AT HAMAR, THENCE
 SM0746'0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE 6.0 MILES SOUTH ALONG
 SM0746'STATE HIGHWAYS 20 AND 15, THENCE 3.7 MILES EAST ALONG A GRAVELED ROAD,
 SM0746'IN SECTION 6, T 149 N, R 61 W, 51 FEET NORTH OF THE CENTER LINE OF THE
 SM0746'ROAD, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS
 SM0746'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0746'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0752 ***********************************************************************
 SM0752  DESIGNATION -  L 291
 SM0752  PID         -  SM0752
 SM0752  STATE/COUNTY-  ND/RAMSEY
 SM0752  USGS QUAD   -  DEVILS LAKE MOUNTAIN (1975)
 SM0752
 SM0752                         *CURRENT SURVEY CONTROL
 SM0752  ___________________________________________________________________
 SM0752* NAD 83(1986)-  47 59 09.     (N)    098 31 32.     (W)     SCALED    
 SM0752* NAVD 88     -       457.637  (meters)    1501.43   (feet)  ADJUSTED  
 SM0752  ___________________________________________________________________
 SM0752  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0752  DYNAMIC HT  -         457.708 (meters)    1501.66  (feet)  COMP
 SM0752  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 SM0752
 SM0752  VERT ORDER  -  SECOND    CLASS 0
 SM0752
 SM0752.The horizontal coordinates were scaled from a topographic map and have
 SM0752.an estimated accuracy of +/- 6 seconds.
 SM0752
 SM0752.The orthometric height was determined by differential leveling
 SM0752.and adjusted by the National Geodetic Survey in June 1991..
 SM0752
 SM0752.The geoid height was determined by GEOID03.
 SM0752
 SM0752.The dynamic height is computed by dividing the NAVD 88
 SM0752.geopotential number by the normal gravity value computed on the
 SM0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0752.degrees latitude (g = 980.6199 gals.).
 SM0752
 SM0752.The modeled gravity was interpolated from observed gravity values.
 SM0752
 SM0752;                    North         East    Units  Estimated Accuracy
 SM0752;SPC ND N     -   111,500.      747,360.      MT  (+/- 180 meters Scaled)
 SM0752
 SM0752                          SUPERSEDED SURVEY CONTROL
 SM0752
 SM0752  NGVD 29 (??/??/92)  457.257  (m)         1500.18   (f) ADJ UNCH    2 0
 SM0752
 SM0752.Superseded values are not recommended for survey control.
 SM0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0752.See file dsdata.txt to determine how the superseded data were derived.
 SM0752
 SM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU354148(NAD 83)
 SM0752_MARKER: DB = BENCH MARK DISK
 SM0752_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0752_SP_SET: 12 FT
 SM0752_STAMPING: L 291 1963
 SM0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0752
 SM0752  HISTORY     - Date     Condition        Report By
 SM0752  HISTORY     - 1963     MONUMENTED       CGS
 SM0752  HISTORY     - 19700707 MARK NOT FOUND   LOCENG
 SM0752
 SM0752                          STATION DESCRIPTION
 SM0752
 SM0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0752'8.5 MI SW FROM BARTLETT.
 SM0752'4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0752'STATION AT BARTLETT, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD,
 SM0752'THENCE 0.35 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 13, T 152 N,
 SM0752'R 62 W, OR 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0752'STATION AT CRARY, THENCE 2.9 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 SM0752'3.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 2.1 MILES SOUTH ALONG A
 SM0752'GRAVELED ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 47 FEET
 SM0752'SOUTH OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 7 FEET SOUTH
 SM0752'OF A CORNER FENCE POST, 2 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF
 SM0752'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND
 SM0752'SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 SM0752'OF 12 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 SM0752
 SM0752                          STATION RECOVERY (1970)
 SM0752
 SM0752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SM0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0753 ***********************************************************************
 SM0753  DESIGNATION -  L 291 RESET
 SM0753  PID         -  SM0753
 SM0753  STATE/COUNTY-  ND/RAMSEY
 SM0753  USGS QUAD   -  DEVILS LAKE MOUNTAIN (1975)
 SM0753
 SM0753                         *CURRENT SURVEY CONTROL
 SM0753  ___________________________________________________________________
 SM0753* NAD 83(1986)-  47 59 08.     (N)    098 31 31.     (W)     SCALED    
 SM0753* NAVD 88     -       457.84   (+/-2cm)    1502.1    (feet)  VERTCON   
 SM0753  ___________________________________________________________________
 SM0753  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0753
 SM0753  VERT ORDER  -  THIRD (See Below)
 SM0753
 SM0753.The horizontal coordinates were scaled from a topographic map and have
 SM0753.an estimated accuracy of +/- 6 seconds.
 SM0753
 SM0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0753.The vertical order pertains to the NGVD 29 superseded value.
 SM0753
 SM0753.The geoid height was determined by GEOID03.
 SM0753
 SM0753;                    North         East    Units  Estimated Accuracy
 SM0753;SPC ND N     -   111,470.      747,380.      MT  (+/- 180 meters Scaled)
 SM0753
 SM0753                          SUPERSEDED SURVEY CONTROL
 SM0753
 SM0753  NGVD 29 (11/04/04)  457.46   (m)         1500.8    (f) RESET       3  
 SM0753
 SM0753.Superseded values are not recommended for survey control.
 SM0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0753.See file dsdata.txt to determine how the superseded data were derived.
 SM0753
 SM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU354148(NAD 83)
 SM0753_MARKER: DB = BENCH MARK DISK
 SM0753_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SM0753_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SM0753_STAMPING: L 291 RESET 1970
 SM0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0753
 SM0753  HISTORY     - Date     Condition        Report By
 SM0753  HISTORY     - 1970     MONUMENTED       LOCENG
 SM0753
 SM0753                          STATION DESCRIPTION
 SM0753
 SM0753'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 SM0753'8.5 MI SW FROM BARTLETT.
 SM0753'4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0753'STATION AT BARTLETT, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, IN
 SM0753'SECTION 13, T 152 N, R 62 W, ABOUT 2 MILES EAST ALONG THE GREAT
 SM0753'NORTHERN RAILWAY FROM THE STATION AT CRARY, THENCE 2.9 MILES SOUTH
 SM0753'ALONG A GRAVEL ROAD, THENCE 3.2 MILES EAST ALONG A GRAVEL ROAD, THENCE
 SM0753'2.1 MILES SOUTH ALONG A GRAVELED ROAD, 78 FEET WEST OF THE CENTER LINE
 SM0753'OF THE ROAD, 56 FEET SOUTH OF THE CENTER LINE OF A PRIVATE LEADING
 SM0753'WEST, 48 FEET WEST OF THE ORIGINAL BENCH MARK LOCATION, 2 FEET SOUTH
 SM0753'OF A WITNESS POST, 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SM0753'TOP OF A 2 INCH STEEL ROD ENCASED IN CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0224 ***********************************************************************
 SM0224  DESIGNATION -  L 292
 SM0224  PID         -  SM0224
 SM0224  STATE/COUNTY-  ND/NELSON
 SM0224  USGS QUAD   -  BITTER LAKE (1971)
 SM0224
 SM0224                         *CURRENT SURVEY CONTROL
 SM0224  ___________________________________________________________________
 SM0224* NAD 83(1986)-  47 54 13.     (N)    098 09 39.     (W)     SCALED    
 SM0224* NAVD 88     -       464.214  (meters)    1523.01   (feet)  ADJUSTED  
 SM0224  ___________________________________________________________________
 SM0224  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 SM0224  DYNAMIC HT  -         464.294 (meters)    1523.27  (feet)  COMP
 SM0224  MODELED GRAV-     980,769.6   (mgal)                       NAVD 88
 SM0224
 SM0224  VERT ORDER  -  SECOND    CLASS 0
 SM0224
 SM0224.The horizontal coordinates were scaled from a topographic map and have
 SM0224.an estimated accuracy of +/- 6 seconds.
 SM0224
 SM0224.The orthometric height was determined by differential leveling
 SM0224.and adjusted by the National Geodetic Survey in June 1991..
 SM0224
 SM0224.The geoid height was determined by GEOID03.
 SM0224
 SM0224.The dynamic height is computed by dividing the NAVD 88
 SM0224.geopotential number by the normal gravity value computed on the
 SM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0224.degrees latitude (g = 980.6199 gals.).
 SM0224
 SM0224.The modeled gravity was interpolated from observed gravity values.
 SM0224
 SM0224;                    North         East    Units  Estimated Accuracy
 SM0224;SPC ND N     -   103,120.      774,850.      MT  (+/- 180 meters Scaled)
 SM0224
 SM0224                          SUPERSEDED SURVEY CONTROL
 SM0224
 SM0224  NGVD 29 (??/??/92)  463.959  (m)         1522.17   (f) ADJ UNCH    2 0
 SM0224
 SM0224.Superseded values are not recommended for survey control.
 SM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0224.See file dsdata.txt to determine how the superseded data were derived.
 SM0224
 SM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU627059(NAD 83)
 SM0224_MARKER: DB = BENCH MARK DISK
 SM0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0224_STAMPING: L 292 1963
 SM0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0224+STABILITY: SURFACE MOTION
 SM0224
 SM0224  HISTORY     - Date     Condition        Report By
 SM0224  HISTORY     - 1963     MONUMENTED       CGS
 SM0224
 SM0224                          STATION DESCRIPTION
 SM0224
 SM0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0224'10.4 MI S FROM MICHIGAN.
 SM0224'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0224'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0224'2, THENCE 8.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 2.0 MILES WEST
 SM0224'ALONG COUNTY ROADS 35 AND 4, OR 0.25 MILE EAST ALONG COUNTY ROAD 15
 SM0224'FROM THE GREAT NORTHERN RAILWAY STATION AT MCVILLE, THENCE 10.3 MILES
 SM0224'NORTH ALONG COUNTY ROAD 35, IN SECTION 14, T 151 N, R 59 W, 105 FEET
 SM0224'SOUTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY ROADS 35 AND 4, 71
 SM0224'FEET WEST OF THE CENTER LINE OF COUNTY ROAD 35, 76 FEET SOUTH OF THE
 SM0224'CENTER LINE OF COUNTY ROAD 4, 49 FEET EAST OF A POWER POLE, 15 FEET
 SM0224'SOUTHWEST OF A 4X4-INCH WOODEN HIGHWAY MARKER, 1.5 FEET WEST OF A
 SM0224'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROADS, AND SET
 SM0224'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0028 ***********************************************************************
 SM0028  DESIGNATION -  L 293
 SM0028  PID         -  SM0028
 SM0028  STATE/COUNTY-  ND/NELSON
 SM0028  USGS QUAD   -  PEKIN NE (1951)
 SM0028
 SM0028                         *CURRENT SURVEY CONTROL
 SM0028  ___________________________________________________________________
 SM0028* NAD 83(1986)-  47 53 16.     (N)    098 19 58.     (W)     SCALED    
 SM0028* NAVD 88     -       457.082  (meters)    1499.61   (feet)  ADJUSTED  
 SM0028  ___________________________________________________________________
 SM0028  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0028  DYNAMIC HT  -         457.163 (meters)    1499.88  (feet)  COMP
 SM0028  MODELED GRAV-     980,773.1   (mgal)                       NAVD 88
 SM0028
 SM0028  VERT ORDER  -  SECOND    CLASS 0
 SM0028
 SM0028.The horizontal coordinates were scaled from a topographic map and have
 SM0028.an estimated accuracy of +/- 6 seconds.
 SM0028
 SM0028.The orthometric height was determined by differential leveling
 SM0028.and adjusted by the National Geodetic Survey in June 1991..
 SM0028
 SM0028.The geoid height was determined by GEOID03.
 SM0028
 SM0028.The dynamic height is computed by dividing the NAVD 88
 SM0028.geopotential number by the normal gravity value computed on the
 SM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0028.degrees latitude (g = 980.6199 gals.).
 SM0028
 SM0028.The modeled gravity was interpolated from observed gravity values.
 SM0028
 SM0028;                    North         East    Units  Estimated Accuracy
 SM0028;SPC ND N     -   100,980.      762,050.      MT  (+/- 180 meters Scaled)
 SM0028
 SM0028                          SUPERSEDED SURVEY CONTROL
 SM0028
 SM0028  NGVD 29 (??/??/92)  456.726  (m)         1498.44   (f) ADJ UNCH    2 0
 SM0028
 SM0028.Superseded values are not recommended for survey control.
 SM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0028.See file dsdata.txt to determine how the superseded data were derived.
 SM0028
 SM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU498040(NAD 83)
 SM0028_MARKER: DB = BENCH MARK DISK
 SM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0028_STAMPING: L 293 1963
 SM0028_MARK LOGO: CGS   
 SM0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0028+STABILITY: SURFACE MOTION
 SM0028
 SM0028  HISTORY     - Date     Condition        Report By
 SM0028  HISTORY     - 1963     MONUMENTED       CGS
 SM0028  HISTORY     - 19971022 GOOD             NDHD
 SM0028
 SM0028                          STATION DESCRIPTION
 SM0028
 SM0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0028'10.8 MI S FROM LAKOTA.
 SM0028'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0028'AT LAKOTA, THENCE 10.4 MILES SOUTH ALONG STATE HIGHWAY 1, OR ABOUT 0.9
 SM0028'MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0028'PEKIN, THENCE 7.9 MILES NORTH ALONG STATE HIGHWAY 1, 157 FEET
 SM0028'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, IN SECTION 22, T 151
 SM0028'N, R 60 W, 79 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47
 SM0028'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.5 FEET SOUTHEAST
 SM0028'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND
 SM0028'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SM0028
 SM0028                          STATION RECOVERY (1997)
 SM0028
 SM0028'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SM0028'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0090 ***********************************************************************
 SM0090  DESIGNATION -  L 294 RESET
 SM0090  PID         -  SM0090
 SM0090  STATE/COUNTY-  ND/GRIGGS
 SM0090  USGS QUAD   -  JESSIE (1961)
 SM0090
 SM0090                         *CURRENT SURVEY CONTROL
 SM0090  ___________________________________________________________________
 SM0090* NAD 83(1986)-  47 32 39.     (N)    098 08 00.     (W)     SCALED    
 SM0090* NAVD 88     -       439.72   (+/-2cm)    1442.6    (feet)  VERTCON   
 SM0090  ___________________________________________________________________
 SM0090  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 SM0090
 SM0090  VERT ORDER  -  ? (See Below)
 SM0090
 SM0090.The horizontal coordinates were scaled from a topographic map and have
 SM0090.an estimated accuracy of +/- 6 seconds.
 SM0090
 SM0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0090.The vertical order pertains to the NGVD 29 superseded value.
 SM0090
 SM0090.The geoid height was determined by GEOID03.
 SM0090
 SM0090;                    North         East    Units  Estimated Accuracy
 SM0090;SPC ND N     -    63,240.      778,130.      MT  (+/- 180 meters Scaled)
 SM0090
 SM0090                          SUPERSEDED SURVEY CONTROL
 SM0090
 SM0090  NGVD 29 (??/??/92)  439.364  (m)         1441.48   (f) ADJ UNCH    ?  
 SM0090
 SM0090.Superseded values are not recommended for survey control.
 SM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0090.See file dsdata.txt to determine how the superseded data were derived.
 SM0090
 SM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT652660(NAD 83)
 SM0090_MARKER: DB = BENCH MARK DISK
 SM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0090_STAMPING: L 294 RESET 1965
 SM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0090+STABILITY: SURFACE MOTION
 SM0090
 SM0090  HISTORY     - Date     Condition        Report By
 SM0090  HISTORY     - 1965     MONUMENTED       CGS
 SM0090
 SM0090                          STATION DESCRIPTION
 SM0090
 SM0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0090'7.4 MI N FROM COOPERSTOWN.
 SM0090'ABOUT 0.2 MILES EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0090'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0090'HIGHWAY 45, IN SECTION 13, T 147 N, R 59 W, ABOUT 250 FEET EAST OF A
 SM0090'GRAVELED ROAD, 101 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 45, 2
 SM0090'FEET EAST OF A METAL WITNESS POST, 2 FEET WEST OF A POWERLINE POLE, IN
 SM0090'THE NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 45 AND 65, AND
 SM0090'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0968 ***********************************************************************
 SL0968  DESIGNATION -  L 295
 SL0968  PID         -  SL0968
 SL0968  STATE/COUNTY-  ND/STEELE
 SL0968  USGS QUAD   -  FINLEY NE (1967)
 SL0968
 SL0968                         *CURRENT SURVEY CONTROL
 SL0968  ___________________________________________________________________
 SL0968* NAD 83(1986)-  47 37 47.     (N)    097 50 06.     (W)     SCALED    
 SL0968* NAVD 88     -       433.615  (meters)    1422.62   (feet)  ADJUSTED  
 SL0968  ___________________________________________________________________
 SL0968  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL0968  DYNAMIC HT  -         433.670 (meters)    1422.80  (feet)  COMP
 SL0968  MODELED GRAV-     980,724.7   (mgal)                       NAVD 88
 SL0968
 SL0968  VERT ORDER  -  SECOND    CLASS 0
 SL0968
 SL0968.The horizontal coordinates were scaled from a topographic map and have
 SL0968.an estimated accuracy of +/- 6 seconds.
 SL0968
 SL0968.The orthometric height was determined by differential leveling
 SL0968.and adjusted by the National Geodetic Survey in June 1991..
 SL0968
 SL0968.The geoid height was determined by GEOID03.
 SL0968
 SL0968.The dynamic height is computed by dividing the NAVD 88
 SL0968.geopotential number by the normal gravity value computed on the
 SL0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0968.degrees latitude (g = 980.6199 gals.).
 SL0968
 SL0968.The modeled gravity was interpolated from observed gravity values.
 SL0968
 SL0968;                    North         East    Units  Estimated Accuracy
 SL0968;SPC ND N     -    73,480.      800,250.      MT  (+/- 180 meters Scaled)
 SL0968
 SL0968                          SUPERSEDED SURVEY CONTROL
 SL0968
 SL0968  NGVD 29 (??/??/92)  433.247  (m)         1421.41   (f) ADJ UNCH    2 0
 SL0968
 SL0968.Superseded values are not recommended for survey control.
 SL0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0968.See file dsdata.txt to determine how the superseded data were derived.
 SL0968
 SL0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT875758(NAD 83)
 SL0968_MARKER: DB = BENCH MARK DISK
 SL0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0968_STAMPING: L 295 1963
 SL0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0968+STABILITY: SURFACE MOTION
 SL0968
 SL0968  HISTORY     - Date     Condition        Report By
 SL0968  HISTORY     - 1963     MONUMENTED       CGS
 SL0968
 SL0968                          STATION DESCRIPTION
 SL0968
 SL0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0968'4.9 MI NE FROM SHARON.
 SL0968'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL0968'CHURCH, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 SL0968'NORTH ALONG A GRAVELED ROAD TO AN INTERSECTION, IN SECTION 20, T 148
 SL0968'N, R 56 W, 86 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 76
 SL0968'FEET EAST OF THE CENTER LINE OF THE ROAD, 44 FEET SOUTH OF THE CENTER
 SL0968'LINE OF THE ROAD, 2 1/2 FEET NORTH OF A POWER POLE, 1.6 FEET SOUTH OF
 SL0968'A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND
 SL0968'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0942 ***********************************************************************
 SL0942  DESIGNATION -  L 296
 SL0942  PID         -  SL0942
 SL0942  STATE/COUNTY-  ND/NELSON
 SL0942  USGS QUAD   -  LAKE PICKARD (1971)
 SL0942
 SL0942                         *CURRENT SURVEY CONTROL
 SL0942  ___________________________________________________________________
 SL0942* NAD 83(1986)-  47 56 06.     (N)    097 52 55.     (W)     SCALED    
 SL0942* NAVD 88     -       455.224  (meters)    1493.51   (feet)  ADJUSTED  
 SL0942  ___________________________________________________________________
 SL0942  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0942  DYNAMIC HT  -         455.296 (meters)    1493.75  (feet)  COMP
 SL0942  MODELED GRAV-     980,754.7   (mgal)                       NAVD 88
 SL0942
 SL0942  VERT ORDER  -  SECOND    CLASS 0
 SL0942
 SL0942.The horizontal coordinates were scaled from a topographic map and have
 SL0942.an estimated accuracy of +/- 6 seconds.
 SL0942
 SL0942.The orthometric height was determined by differential leveling
 SL0942.and adjusted by the National Geodetic Survey in June 1991..
 SL0942
 SL0942.The geoid height was determined by GEOID03.
 SL0942
 SL0942.The dynamic height is computed by dividing the NAVD 88
 SL0942.geopotential number by the normal gravity value computed on the
 SL0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0942.degrees latitude (g = 980.6199 gals.).
 SL0942
 SL0942.The modeled gravity was interpolated from observed gravity values.
 SL0942
 SL0942;                    North         East    Units  Estimated Accuracy
 SL0942;SPC ND N     -   107,280.      795,570.      MT  (+/- 180 meters Scaled)
 SL0942
 SL0942                          SUPERSEDED SURVEY CONTROL
 SL0942
 SL0942  NGVD 29 (??/??/92)  454.849  (m)         1492.28   (f) ADJ UNCH    2 0
 SL0942
 SL0942.Superseded values are not recommended for survey control.
 SL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0942.See file dsdata.txt to determine how the superseded data were derived.
 SL0942
 SL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU835096(NAD 83)
 SL0942_MARKER: DB = BENCH MARK DISK
 SL0942_SETTING: 80 = SET IN A BOULDER
 SL0942_SP_SET: BOULDER
 SL0942_STAMPING: L 296 1963
 SL0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0942+STABILITY: SURFACE MOTION
 SL0942
 SL0942  HISTORY     - Date     Condition        Report By
 SL0942  HISTORY     - 1963     MONUMENTED       CGS
 SL0942
 SL0942                          STATION DESCRIPTION
 SL0942
 SL0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0942'4.7 MI S FROM NIAGARA.
 SL0942'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0942'AT NIGARA, THENCE 4.2 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION 36,
 SL0942'T 152 N, R 57 W, 58 FEET WEST OF THE CENTER LINE OF THE ROAD, 48 FEET
 SL0942'NORTH OF A TELEPHONE POLE, 2.7 FEET NORTHWEST OF A METAL WITNESS POST,
 SL0942'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A ROUND
 SL0942'BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0985 ***********************************************************************
 SL0985  DESIGNATION -  L 297
 SL0985  PID         -  SL0985
 SL0985  STATE/COUNTY-  ND/GRAND FORKS
 SL0985  USGS QUAD   -  LARIMORE SW (1963)
 SL0985
 SL0985                         *CURRENT SURVEY CONTROL
 SL0985  ___________________________________________________________________
 SL0985* NAD 83(1986)-  47 47 18.     (N)    097 43 51.     (W)     SCALED    
 SL0985* NAVD 88     -       383.902  (meters)    1259.52   (feet)  ADJUSTED  
 SL0985  ___________________________________________________________________
 SL0985  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SL0985  DYNAMIC HT  -         383.959 (meters)    1259.71  (feet)  COMP
 SL0985  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 SL0985
 SL0985  VERT ORDER  -  SECOND    CLASS 0
 SL0985
 SL0985.The horizontal coordinates were scaled from a topographic map and have
 SL0985.an estimated accuracy of +/- 6 seconds.
 SL0985
 SL0985.The orthometric height was determined by differential leveling
 SL0985.and adjusted by the National Geodetic Survey in June 1991..
 SL0985
 SL0985.The geoid height was determined by GEOID03.
 SL0985
 SL0985.The dynamic height is computed by dividing the NAVD 88
 SL0985.geopotential number by the normal gravity value computed on the
 SL0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0985.degrees latitude (g = 980.6199 gals.).
 SL0985
 SL0985.The modeled gravity was interpolated from observed gravity values.
 SL0985
 SL0985;                    North         East    Units  Estimated Accuracy
 SL0985;SPC ND N     -    91,380.      807,440.      MT  (+/- 180 meters Scaled)
 SL0985
 SL0985                          SUPERSEDED SURVEY CONTROL
 SL0985
 SL0985  NGVD 29 (??/??/92)  383.536  (m)         1258.32   (f) ADJ UNCH    2 0
 SL0985
 SL0985.Superseded values are not recommended for survey control.
 SL0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0985.See file dsdata.txt to determine how the superseded data were derived.
 SL0985
 SL0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT950935(NAD 83)
 SL0985_MARKER: DB = BENCH MARK DISK
 SL0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0985_STAMPING: L 297 1963
 SL0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0985+STABILITY: SURFACE MOTION
 SL0985
 SL0985  HISTORY     - Date     Condition        Report By
 SL0985  HISTORY     - 1963     MONUMENTED       CGS
 SL0985
 SL0985                          STATION DESCRIPTION
 SL0985
 SL0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0985'12.2 MI NW FROM NORTHWOOD.
 SL0985'ABOUT 0.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0985'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD, THENCE
 SL0985'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 SL0985'STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 SL0985'1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE JUNCTION OF A NORTH-SOUTH
 SL0985'TRAIL ROAD IN SECTION 20, T 150 N, R 55 W, 145 FEET NORTH OF THE
 SL0985'CENTER LINE OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF THE TRAIL
 SL0985'ROAD, 2 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A METAL WITNESS POST,
 SL0985'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SL0985'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0920 ***********************************************************************
 SL0920  DESIGNATION -  L 298
 SL0920  PID         -  SL0920
 SL0920  STATE/COUNTY-  ND/NELSON
 SL0920  USGS QUAD   -  NIAGARA SW (1963)
 SL0920
 SL0920                         *CURRENT SURVEY CONTROL
 SL0920  ___________________________________________________________________
 SL0920* NAD 83(1986)-  47 51 39.     (N)    097 59 21.     (W)     SCALED    
 SL0920* NAVD 88     -       456.247  (meters)    1496.87   (feet)  ADJUSTED  
 SL0920  ___________________________________________________________________
 SL0920  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SL0920  DYNAMIC HT  -         456.317 (meters)    1497.10  (feet)  COMP
 SL0920  MODELED GRAV-     980,752.2   (mgal)                       NAVD 88
 SL0920
 SL0920  VERT ORDER  -  SECOND    CLASS 0
 SL0920
 SL0920.The horizontal coordinates were scaled from a topographic map and have
 SL0920.an estimated accuracy of +/- 6 seconds.
 SL0920
 SL0920.The orthometric height was determined by differential leveling
 SL0920.and adjusted by the National Geodetic Survey in June 1991..
 SL0920
 SL0920.The geoid height was determined by GEOID03.
 SL0920
 SL0920.The dynamic height is computed by dividing the NAVD 88
 SL0920.geopotential number by the normal gravity value computed on the
 SL0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0920.degrees latitude (g = 980.6199 gals.).
 SL0920
 SL0920.The modeled gravity was interpolated from observed gravity values.
 SL0920
 SL0920;                    North         East    Units  Estimated Accuracy
 SL0920;SPC ND N     -    98,770.      787,830.      MT  (+/- 180 meters Scaled)
 SL0920
 SL0920                          SUPERSEDED SURVEY CONTROL
 SL0920
 SL0920  NGVD 29 (??/??/92)  455.875  (m)         1495.65   (f) ADJ UNCH    2 0
 SL0920
 SL0920.Superseded values are not recommended for survey control.
 SL0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0920.See file dsdata.txt to determine how the superseded data were derived.
 SL0920
 SL0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU756013(NAD 83)
 SL0920_MARKER: DB = BENCH MARK DISK
 SL0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0920_STAMPING: L 298 1963
 SL0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0920+STABILITY: SURFACE MOTION
 SL0920
 SL0920  HISTORY     - Date     Condition        Report By
 SL0920  HISTORY     - 1963     MONUMENTED       CGS
 SL0920
 SL0920                          STATION DESCRIPTION
 SL0920
 SL0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0920'10.85 MI S FROM PETERSBURG.
 SL0920'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0920'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 10.0 MILES SOUTH ALONG
 SL0920'STATE HIGHWAY 32, IN SECTION 29, T 151 N, R 57 W, 144 FEET NORTH OF
 SL0920'THE NORTHWEST CORNER OF A SCHOOLHOUSE, 100 FEET EAST OF THE CENTER
 SL0920'LINE OF THE HIGHWAY, 4 1/2 FEET SOUTH OF A HEDGE ROW, IN LINE WITH A
 SL0920'ROW OF TREES, 1.0 FOOT NORTH OF A METAL WITNESS POST AND SET IN THE
 SL0920'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0250 ***********************************************************************
 TG0250  DESIGNATION -  L 3 B 1
 TG0250  PID         -  TG0250
 TG0250  STATE/COUNTY-  ND/BURKE
 TG0250  USGS QUAD   -  BOWBELLS (1947)
 TG0250
 TG0250                         *CURRENT SURVEY CONTROL
 TG0250  ___________________________________________________________________
 TG0250* NAD 83(1986)-  48 51 32.     (N)    102 14 30.     (W)     SCALED    
 TG0250* NAVD 88     -       588.470  (meters)    1930.67   (feet)  ADJUSTED  
 TG0250  ___________________________________________________________________
 TG0250  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TG0250  DYNAMIC HT  -         588.596 (meters)    1931.09  (feet)  COMP
 TG0250  MODELED GRAV-     980,805.7   (mgal)                       NAVD 88
 TG0250
 TG0250  VERT ORDER  -  SECOND    CLASS 0
 TG0250
 TG0250.The horizontal coordinates were scaled from a topographic map and have
 TG0250.an estimated accuracy of +/- 6 seconds.
 TG0250
 TG0250.The orthometric height was determined by differential leveling
 TG0250.and adjusted by the National Geodetic Survey in June 1991..
 TG0250
 TG0250.The geoid height was determined by GEOID03.
 TG0250
 TG0250.The dynamic height is computed by dividing the NAVD 88
 TG0250.geopotential number by the normal gravity value computed on the
 TG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0250.degrees latitude (g = 980.6199 gals.).
 TG0250
 TG0250.The modeled gravity was interpolated from observed gravity values.
 TG0250
 TG0250;                    North         East    Units  Estimated Accuracy
 TG0250;SPC ND N     -   208,130.      472,210.      MT  (+/- 180 meters Scaled)
 TG0250
 TG0250                          SUPERSEDED SURVEY CONTROL
 TG0250
 TG0250  NGVD 29 (??/??/92)  588.06   (m)         1929.3    (f) COMPUTED    2 0
 TG0250
 TG0250.Superseded values are not recommended for survey control.
 TG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0250.See file dsdata.txt to determine how the superseded data were derived.
 TG0250
 TG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ023154(NAD 83)
 TG0250_MARKER: DD = SURVEY DISK
 TG0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0250+STABILITY: SURFACE MOTION
 TG0250
 TG0250  HISTORY     - Date     Condition        Report By
 TG0250  HISTORY     - UNK      MONUMENTED       DOD
 TG0250  HISTORY     - 1963     GOOD             NGS
 TG0250
 TG0250                          STATION DESCRIPTION
 TG0250
 TG0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0250'4.3 MI N FROM BOWBELLS.
 TG0250'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0250'RAILROAD STATION AT BOWBELLS, THENCE 3.6 MILES NORTH ALONG U.S.
 TG0250'HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, THENCE 0.1 MILE WEST ACROSS
 TG0250'COUNTRY, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TG0250'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TG0250'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0249 ***********************************************************************
 TG0249  DESIGNATION -  L 3 B 2
 TG0249  PID         -  TG0249
 TG0249  STATE/COUNTY-  ND/BURKE
 TG0249  USGS QUAD   -  BOWBELLS (1947)
 TG0249
 TG0249                         *CURRENT SURVEY CONTROL
 TG0249  ___________________________________________________________________
 TG0249* NAD 83(1986)-  48 51 41.     (N)    102 14 22.     (W)     SCALED    
 TG0249* NAVD 88     -       587.014  (meters)    1925.90   (feet)  ADJUSTED  
 TG0249  ___________________________________________________________________
 TG0249  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 TG0249  DYNAMIC HT  -         587.140 (meters)    1926.31  (feet)  COMP
 TG0249  MODELED GRAV-     980,805.9   (mgal)                       NAVD 88
 TG0249
 TG0249  VERT ORDER  -  SECOND    CLASS 0
 TG0249
 TG0249.The horizontal coordinates were scaled from a topographic map and have
 TG0249.an estimated accuracy of +/- 6 seconds.
 TG0249
 TG0249.The orthometric height was determined by differential leveling
 TG0249.and adjusted by the National Geodetic Survey in June 1991..
 TG0249
 TG0249.The geoid height was determined by GEOID03.
 TG0249
 TG0249.The dynamic height is computed by dividing the NAVD 88
 TG0249.geopotential number by the normal gravity value computed on the
 TG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0249.degrees latitude (g = 980.6199 gals.).
 TG0249
 TG0249.The modeled gravity was interpolated from observed gravity values.
 TG0249
 TG0249;                    North         East    Units  Estimated Accuracy
 TG0249;SPC ND N     -   208,400.      472,380.      MT  (+/- 180 meters Scaled)
 TG0249
 TG0249                          SUPERSEDED SURVEY CONTROL
 TG0249
 TG0249  NGVD 29 (??/??/92)  586.61   (m)         1924.6    (f) COMPUTED    2 0
 TG0249
 TG0249.Superseded values are not recommended for survey control.
 TG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0249.See file dsdata.txt to determine how the superseded data were derived.
 TG0249
 TG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024157(NAD 83)
 TG0249_MARKER: DD = SURVEY DISK
 TG0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0249+STABILITY: SURFACE MOTION
 TG0249
 TG0249  HISTORY     - Date     Condition        Report By
 TG0249  HISTORY     - UNK      MONUMENTED       DOD
 TG0249  HISTORY     - 1963     GOOD             NGS
 TG0249
 TG0249                          STATION DESCRIPTION
 TG0249
 TG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0249'4.35 MI N FROM BOWBELLS.
 TG0249'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0249'RAILROAD STATION AT BOWBELLS, THENCE 3.75 MILES NORTH ALONG U.S.
 TG0249'HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, IN SECTION 16, T 162 N, R 89 W,
 TG0249'95 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND THE TOP SURFACE
 TG0249'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TG0249'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0253 ***********************************************************************
 TG0253  DESIGNATION -  L 3 Z
 TG0253  PID         -  TG0253
 TG0253  STATE/COUNTY-  ND/BURKE
 TG0253  USGS QUAD   -  BOWBELLS (1947)
 TG0253
 TG0253                         *CURRENT SURVEY CONTROL
 TG0253  ___________________________________________________________________
 TG0253* NAD 83(1986)-  48 51 24.     (N)    102 14 25.     (W)     SCALED    
 TG0253* NAVD 88     -       589.742  (meters)    1934.85   (feet)  ADJUSTED  
 TG0253  ___________________________________________________________________
 TG0253  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG0253  DYNAMIC HT  -         589.869 (meters)    1935.26  (feet)  COMP
 TG0253  MODELED GRAV-     980,805.5   (mgal)                       NAVD 88
 TG0253
 TG0253  VERT ORDER  -  SECOND    CLASS 0
 TG0253
 TG0253.The horizontal coordinates were scaled from a topographic map and have
 TG0253.an estimated accuracy of +/- 6 seconds.
 TG0253
 TG0253.The orthometric height was determined by differential leveling
 TG0253.and adjusted by the National Geodetic Survey in June 1991..
 TG0253
 TG0253.The geoid height was determined by GEOID03.
 TG0253
 TG0253.The dynamic height is computed by dividing the NAVD 88
 TG0253.geopotential number by the normal gravity value computed on the
 TG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0253.degrees latitude (g = 980.6199 gals.).
 TG0253
 TG0253.The modeled gravity was interpolated from observed gravity values.
 TG0253
 TG0253;                    North         East    Units  Estimated Accuracy
 TG0253;SPC ND N     -   207,880.      472,300.      MT  (+/- 180 meters Scaled)
 TG0253
 TG0253                          SUPERSEDED SURVEY CONTROL
 TG0253
 TG0253  NGVD 29 (??/??/92)  589.334  (m)         1933.51   (f) ADJ UNCH    2 0
 TG0253
 TG0253.Superseded values are not recommended for survey control.
 TG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0253.See file dsdata.txt to determine how the superseded data were derived.
 TG0253
 TG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024151(NAD 83)
 TG0253_MARKER: DS = TRIANGULATION STATION DISK
 TG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0253_STAMPING: L 3 Z 1963
 TG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0253+STABILITY: SURFACE MOTION
 TG0253
 TG0253  HISTORY     - Date     Condition        Report By
 TG0253  HISTORY     - 1963     MONUMENTED       CGS
 TG0253
 TG0253                          STATION DESCRIPTION
 TG0253
 TG0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0253'4.0 MI N FROM BOWBELLS.
 TG0253'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0253'RAILROAD STATION AT BOWBELLS, THENCE 3.4 MILES NORTH ALONG U.S.
 TG0253'HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, ON THE CREST OF A SMALL RIDGE,
 TG0253'IN SECTION 17, T 162 N, R 89 W, 71 FEET WEST OF THE CENTER LINE OF THE
 TG0253'HIGHWAY, 110 FEET NORTHEAST OF A POWER POLE, 107 FEET SOUTHWEST OF A
 TG0253'CULVERT, 5.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TG0253'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0253'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0252 ***********************************************************************
 TG0252  DESIGNATION -  L 3 Z RM 1
 TG0252  PID         -  TG0252
 TG0252  STATE/COUNTY-  ND/BURKE
 TG0252  USGS QUAD   -  BOWBELLS (1947)
 TG0252
 TG0252                         *CURRENT SURVEY CONTROL
 TG0252  ___________________________________________________________________
 TG0252* NAD 83(1986)-  48 51 24.     (N)    102 14 24.     (W)     SCALED    
 TG0252* NAVD 88     -       589.243  (meters)    1933.21   (feet)  ADJUSTED  
 TG0252  ___________________________________________________________________
 TG0252  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG0252  DYNAMIC HT  -         589.369 (meters)    1933.62  (feet)  COMP
 TG0252  MODELED GRAV-     980,805.5   (mgal)                       NAVD 88
 TG0252
 TG0252  VERT ORDER  -  SECOND    CLASS 0
 TG0252
 TG0252.The horizontal coordinates were scaled from a topographic map and have
 TG0252.an estimated accuracy of +/- 6 seconds.
 TG0252
 TG0252.The orthometric height was determined by differential leveling
 TG0252.and adjusted by the National Geodetic Survey in June 1991..
 TG0252
 TG0252.The geoid height was determined by GEOID03.
 TG0252
 TG0252.The dynamic height is computed by dividing the NAVD 88
 TG0252.geopotential number by the normal gravity value computed on the
 TG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0252.degrees latitude (g = 980.6199 gals.).
 TG0252
 TG0252.The modeled gravity was interpolated from observed gravity values.
 TG0252
 TG0252;                    North         East    Units  Estimated Accuracy
 TG0252;SPC ND N     -   207,880.      472,320.      MT  (+/- 180 meters Scaled)
 TG0252
 TG0252                          SUPERSEDED SURVEY CONTROL
 TG0252
 TG0252  NGVD 29 (??/??/92)  588.83   (m)         1931.9    (f) COMPUTED    2 0
 TG0252
 TG0252.Superseded values are not recommended for survey control.
 TG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0252.See file dsdata.txt to determine how the superseded data were derived.
 TG0252
 TG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ024151(NAD 83)
 TG0252_MARKER: DR = REFERENCE MARK DISK
 TG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0252_STAMPING: L 3 Z NO 1 1963
 TG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0252+STABILITY: SURFACE MOTION
 TG0252
 TG0252  HISTORY     - Date     Condition        Report By
 TG0252  HISTORY     - 1963     MONUMENTED       CGS
 TG0252
 TG0252                          STATION DESCRIPTION
 TG0252
 TG0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0252'4.0 MI N FROM BOWBELLS.
 TG0252'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0252'RAILROAD STATION AT BOWBELLS, THENCE 3.4 MILES NORTH ALONG U.S.
 TG0252'HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, ON THE CREST OF A SMALL RIDGE,
 TG0252'IN SECTION 17, T 162 N, R 89 W, 72 FEET WEST OF THE CENTER LINE OF THE
 TG0252'HIGHWAY, 74 FEET SOUTHWEST OF THE WEST END OF A CULVERT, 37.5 FEET
 TG0252'NORTH OF L 3 Z 1963, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TG0252'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0211 ***********************************************************************
 RP0211  DESIGNATION -  L 30
 RP0211  PID         -  RP0211
 RP0211  STATE/COUNTY-  ND/RICHLAND
 RP0211  USGS QUAD   -  HANKINSON (1964)
 RP0211
 RP0211                         *CURRENT SURVEY CONTROL
 RP0211  ___________________________________________________________________
 RP0211* NAD 83(1986)-  46 04 24.     (N)    096 54 27.     (W)     SCALED    
 RP0211* NAVD 88     -       325.430  (meters)    1067.68   (feet)  ADJUSTED  
 RP0211  ___________________________________________________________________
 RP0211  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0211  DYNAMIC HT  -         325.431 (meters)    1067.68  (feet)  COMP
 RP0211  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RP0211
 RP0211  VERT ORDER  -  SECOND    CLASS 0
 RP0211
 RP0211.The horizontal coordinates were scaled from a topographic map and have
 RP0211.an estimated accuracy of +/- 6 seconds.
 RP0211
 RP0211.The orthometric height was determined by differential leveling
 RP0211.and adjusted by the National Geodetic Survey in June 1991..
 RP0211
 RP0211.The geoid height was determined by GEOID03.
 RP0211
 RP0211.The dynamic height is computed by dividing the NAVD 88
 RP0211.geopotential number by the normal gravity value computed on the
 RP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0211.degrees latitude (g = 980.6199 gals.).
 RP0211
 RP0211.The modeled gravity was interpolated from observed gravity values.
 RP0211
 RP0211;                    North         East    Units  Estimated Accuracy
 RP0211;SPC ND S     -    51,560.      877,830.      MT  (+/- 180 meters Scaled)
 RP0211
 RP0211                          SUPERSEDED SURVEY CONTROL
 RP0211
 RP0211  NGVD 29 (??/??/92)  325.191  (m)         1066.90   (f) ADJ UNCH    2 0
 RP0211
 RP0211.Superseded values are not recommended for survey control.
 RP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0211.See file dsdata.txt to determine how the superseded data were derived.
 RP0211
 RP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS618043(NAD 83)
 RP0211_MARKER: DB = BENCH MARK DISK
 RP0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0211_STAMPING: L-30 1934
 RP0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0211+STABILITY: SURFACE MOTION
 RP0211
 RP0211  HISTORY     - Date     Condition        Report By
 RP0211  HISTORY     - 1934     MONUMENTED       CGS
 RP0211
 RP0211                          STATION DESCRIPTION
 RP0211
 RP0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0211'0.9 MI NW FROM HANKINSON.
 RP0211'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 2 POLES
 RP0211'NORTHWEST OF MILEPOLE NO. 206, AT RAILROAD SHOPS.  580 FEET N W OF THE
 RP0211'JUNCTION, 400 FEET SOUTHEAST OF THE GREAT NORTHERN RAILROAD CROSSING,
 RP0211'160 FEET SOUTHEAST OF CENTER OF PUBLIC ROAD CROSSING AT GUY POLE TO
 RP0211'SMOKE STACK.  SET IN THE SOUTHEAST CORNER OF CONCRETE FOUNDATION, 40
 RP0211'FEET NORTHEAST OF CENTERLINE OF TRACKS AND 4 FEET BELOW LEVEL OF
 RP0211'TRACKS.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0211'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0160 ***********************************************************************
 SM0160  DESIGNATION -  L 300
 SM0160  PID         -  SM0160
 SM0160  STATE/COUNTY-  ND/GRIGGS
 SM0160  USGS QUAD   -  BINFORD NW (1961)
 SM0160
 SM0160                         *CURRENT SURVEY CONTROL
 SM0160  ___________________________________________________________________
 SM0160* NAD 83(1986)-  47 39 33.     (N)    098 27 25.     (W)     SCALED    
 SM0160* NAVD 88     -       479.669  (meters)    1573.71   (feet)  ADJUSTED  
 SM0160  ___________________________________________________________________
 SM0160  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 SM0160  DYNAMIC HT  -         479.736 (meters)    1573.93  (feet)  COMP
 SM0160  MODELED GRAV-     980,735.9   (mgal)                       NAVD 88
 SM0160
 SM0160  VERT ORDER  -  SECOND    CLASS 0
 SM0160
 SM0160.The horizontal coordinates were scaled from a topographic map and have
 SM0160.an estimated accuracy of +/- 6 seconds.
 SM0160
 SM0160.The orthometric height was determined by differential leveling
 SM0160.and adjusted by the National Geodetic Survey in June 1991..
 SM0160
 SM0160.The geoid height was determined by GEOID03.
 SM0160
 SM0160.The dynamic height is computed by dividing the NAVD 88
 SM0160.geopotential number by the normal gravity value computed on the
 SM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0160.degrees latitude (g = 980.6199 gals.).
 SM0160
 SM0160.The modeled gravity was interpolated from observed gravity values.
 SM0160
 SM0160;                    North         East    Units  Estimated Accuracy
 SM0160;SPC ND N     -    75,320.      753,440.      MT  (+/- 180 meters Scaled)
 SM0160
 SM0160                          SUPERSEDED SURVEY CONTROL
 SM0160
 SM0160  NGVD 29 (??/??/92)  479.300  (m)         1572.50   (f) ADJ UNCH    2 0
 SM0160
 SM0160.Superseded values are not recommended for survey control.
 SM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0160.See file dsdata.txt to determine how the superseded data were derived.
 SM0160
 SM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT407785(NAD 83)
 SM0160_MARKER: DB = BENCH MARK DISK
 SM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0160_STAMPING: L 300 1963
 SM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0160+STABILITY: SURFACE MOTION
 SM0160
 SM0160  HISTORY     - Date     Condition        Report By
 SM0160  HISTORY     - 1963     MONUMENTED       CGS
 SM0160
 SM0160                          STATION DESCRIPTION
 SM0160
 SM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0160'12.7 MI SW FROM TOLNA.
 SM0160'ABOUT 10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0160'RAILWAY STATION AT TOLNA, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD,
 SM0160'THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 9, T 148 N, R
 SM0160'61 W, 48 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION WITH A GRAVELED
 SM0160'ROAD LEASING WEST, 46 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD,
 SM0160'23 FEET SOUTH OF THE CENTER LINE OF THE TRAIL ROAD LEADING EAST, 1.5
 SM0160'FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 SM0160'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1048 ***********************************************************************
 SL1048  DESIGNATION -  L 301
 SL1048  PID         -  SL1048
 SL1048  STATE/COUNTY-  ND/GRAND FORKS
 SL1048  USGS QUAD   -  FINLEY NE (1967)
 SL1048
 SL1048                         *CURRENT SURVEY CONTROL
 SL1048  ___________________________________________________________________
 SL1048* NAD 83(1986)-  47 41 12.     (N)    097 49 03.     (W)     SCALED    
 SL1048* NAVD 88     -       433.962  (meters)    1423.76   (feet)  ADJUSTED  
 SL1048  ___________________________________________________________________
 SL1048  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL1048  DYNAMIC HT  -         434.022 (meters)    1423.95  (feet)  COMP
 SL1048  MODELED GRAV-     980,736.2   (mgal)                       NAVD 88
 SL1048
 SL1048  VERT ORDER  -  SECOND    CLASS 0
 SL1048
 SL1048.The horizontal coordinates were scaled from a topographic map and have
 SL1048.an estimated accuracy of +/- 6 seconds.
 SL1048
 SL1048.The orthometric height was determined by differential leveling
 SL1048.and adjusted by the National Geodetic Survey in June 1991..
 SL1048
 SL1048.The geoid height was determined by GEOID03.
 SL1048
 SL1048.The dynamic height is computed by dividing the NAVD 88
 SL1048.geopotential number by the normal gravity value computed on the
 SL1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1048.degrees latitude (g = 980.6199 gals.).
 SL1048
 SL1048.The modeled gravity was interpolated from observed gravity values.
 SL1048
 SL1048;                    North         East    Units  Estimated Accuracy
 SL1048;SPC ND N     -    79,850.      801,340.      MT  (+/- 180 meters Scaled)
 SL1048
 SL1048                          SUPERSEDED SURVEY CONTROL
 SL1048
 SL1048  NGVD 29 (??/??/92)  433.594  (m)         1422.55   (f) ADJ UNCH    2 0
 SL1048
 SL1048.Superseded values are not recommended for survey control.
 SL1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1048.See file dsdata.txt to determine how the superseded data were derived.
 SL1048
 SL1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT887821(NAD 83)
 SL1048_MARKER: DB = BENCH MARK DISK
 SL1048_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL1048_SP_SET: 21 FT
 SL1048_STAMPING: L 301 1963
 SL1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1048
 SL1048  HISTORY     - Date     Condition        Report By
 SL1048  HISTORY     - 1963     MONUMENTED       CGS
 SL1048  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 SL1048
 SL1048                          STATION DESCRIPTION
 SL1048
 SL1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1048'9.9 MI NE FROM SHARON.
 SL1048'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1048'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL1048'5.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG
 SL1048'COUNTY ROAD 16, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION
 SL1048'27, T 149 N, R 56 W, 77 FEET NORTHEAST OF THE CENTER OF THE
 SL1048'INTERSECTION OF TRAIL ROADS, 53 FEET NORTH OF THE CENTER LINE OF THE
 SL1048'ROAD, 54 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 2 1/2 FEET
 SL1048'EAST OF A POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 SL1048'FEET BELOW THE LEVEL OF THE ROAD AND SET ON THE TOP OF A 5/8-INCH
 SL1048'COPPER COATED ROD THAT IS DRIVEN TO THE DEPTH OF 21 FEET AND ENCASED
 SL1048'IN A 6-INCH TILE PROJECTING 4 INCHES.
 SL1048
 SL1048                          STATION RECOVERY (1983)
 SL1048
 SL1048'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1056 ***********************************************************************
 SL1056  DESIGNATION -  L 302
 SL1056  PID         -  SL1056
 SL1056  STATE/COUNTY-  ND/STEELE
 SL1056  USGS QUAD   -  SHARON (1967)
 SL1056
 SL1056                         *CURRENT SURVEY CONTROL
 SL1056  ___________________________________________________________________
 SL1056* NAD 83(1986)-  47 36 03.     (N)    097 52 37.     (W)     SCALED    
 SL1056* NAVD 88     -       443.420  (meters)    1454.79   (feet)  ADJUSTED  
 SL1056  ___________________________________________________________________
 SL1056  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 SL1056  DYNAMIC HT  -         443.471 (meters)    1454.95  (feet)  COMP
 SL1056  MODELED GRAV-     980,714.3   (mgal)                       NAVD 88
 SL1056
 SL1056  VERT ORDER  -  SECOND    CLASS 0
 SL1056
 SL1056.The horizontal coordinates were scaled from a topographic map and have
 SL1056.an estimated accuracy of +/- 6 seconds.
 SL1056
 SL1056.The orthometric height was determined by differential leveling
 SL1056.and adjusted by the National Geodetic Survey in June 1991..
 SL1056
 SL1056.The geoid height was determined by GEOID03.
 SL1056
 SL1056.The dynamic height is computed by dividing the NAVD 88
 SL1056.geopotential number by the normal gravity value computed on the
 SL1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1056.degrees latitude (g = 980.6199 gals.).
 SL1056
 SL1056.The modeled gravity was interpolated from observed gravity values.
 SL1056
 SL1056;                    North         East    Units  Estimated Accuracy
 SL1056;SPC ND N     -    70,160.      797,210.      MT  (+/- 180 meters Scaled)
 SL1056
 SL1056                          SUPERSEDED SURVEY CONTROL
 SL1056
 SL1056  NGVD 29 (??/??/92)  443.049  (m)         1453.57   (f) ADJ UNCH    2 0
 SL1056
 SL1056.Superseded values are not recommended for survey control.
 SL1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1056.See file dsdata.txt to determine how the superseded data were derived.
 SL1056
 SL1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT844725(NAD 83)
 SL1056_MARKER: DB = BENCH MARK DISK
 SL1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL1056_SP_SET: CULVERT
 SL1056_STAMPING: L 302 1963
 SL1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1056
 SL1056  HISTORY     - Date     Condition        Report By
 SL1056  HISTORY     - 1963     MONUMENTED       CGS
 SL1056
 SL1056                          STATION DESCRIPTION
 SL1056
 SL1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1056'0.9 MI E FROM SHARON.
 SL1056'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1056'CHURCH AT SHARON, IN SECTION 36, T 148 N, R 57 W, 75 YARDS EAST OF THE
 SL1056'JUNCTION WITH A ROAD LEADING NORTH, AND SET IN THE TOP OF THE WEST END
 SL1056'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 23 FEET SOUTH OF THE
 SL1056'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0454 ***********************************************************************
 SM0454  DESIGNATION -  L 303
 SM0454  PID         -  SM0454
 SM0454  STATE/COUNTY-  ND/GRIGGS
 SM0454  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0454
 SM0454                         *CURRENT SURVEY CONTROL
 SM0454  ___________________________________________________________________
 SM0454* NAD 83(1986)-  47 26 33.     (N)    098 05 29.     (W)     SCALED    
 SM0454* NAVD 88     -       434.695  (meters)    1426.16   (feet)  ADJUSTED  
 SM0454  ___________________________________________________________________
 SM0454  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 SM0454  DYNAMIC HT  -         434.740 (meters)    1426.31  (feet)  COMP
 SM0454  MODELED GRAV-     980,705.0   (mgal)                       NAVD 88
 SM0454
 SM0454  VERT ORDER  -  SECOND    CLASS 0
 SM0454
 SM0454.The horizontal coordinates were scaled from a topographic map and have
 SM0454.an estimated accuracy of +/- 6 seconds.
 SM0454
 SM0454.The orthometric height was determined by differential leveling
 SM0454.and adjusted by the National Geodetic Survey in June 1991..
 SM0454
 SM0454.The geoid height was determined by GEOID03.
 SM0454
 SM0454.The dynamic height is computed by dividing the NAVD 88
 SM0454.geopotential number by the normal gravity value computed on the
 SM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0454.degrees latitude (g = 980.6199 gals.).
 SM0454
 SM0454.The modeled gravity was interpolated from observed gravity values.
 SM0454
 SM0454;                    North         East    Units  Estimated Accuracy
 SM0454;SPC ND N     -    52,040.      781,640.      MT  (+/- 180 meters Scaled)
 SM0454
 SM0454                          SUPERSEDED SURVEY CONTROL
 SM0454
 SM0454  NGVD 29 (??/??/92)  434.336  (m)         1424.98   (f) ADJ UNCH    2 0
 SM0454
 SM0454.Superseded values are not recommended for survey control.
 SM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0454.See file dsdata.txt to determine how the superseded data were derived.
 SM0454
 SM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT685547(NAD 83)
 SM0454_MARKER: DB = BENCH MARK DISK
 SM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0454_STAMPING: L 303 1963
 SM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0454+STABILITY: SURFACE MOTION
 SM0454
 SM0454  HISTORY     - Date     Condition        Report By
 SM0454  HISTORY     - 1963     MONUMENTED       CGS
 SM0454
 SM0454                          STATION DESCRIPTION
 SM0454
 SM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0454'1.9 MI E FROM COOPERSTOWN.
 SM0454'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0454'STATION AT COOPERSTOWN, THENCE 1.0 MILE EAST ALONG ROLLIN AVENUE,
 SM0454'THENCE 0.7 MILE EAST ALONG STATE HIGHWAY 7, IN SECTION 20, T 146 N, R
 SM0454'58 W, AT A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD LEADING SOUTH,
 SM0454'97 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF THE
 SM0454'CENTER LINE OF A TRAIL ROAD LEADING NORTH, 9 FEET WEST OF A POWER
 SM0454'POLE, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SM0454'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0454'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1084 ***********************************************************************
 SL1084  DESIGNATION -  L 304
 SL1084  PID         -  SL1084
 SL1084  STATE/COUNTY-  ND/STEELE
 SL1084  USGS QUAD   -  NORTHWOOD SE (1970)
 SL1084
 SL1084                         *CURRENT SURVEY CONTROL
 SL1084  ___________________________________________________________________
 SL1084* NAD 83(1986)-  47 30 47.     (N)    097 37 21.     (W)     SCALED    
 SL1084* NAVD 88     -       341.213  (meters)    1119.46   (feet)  ADJUSTED  
 SL1084  ___________________________________________________________________
 SL1084  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 SL1084  DYNAMIC HT  -         341.256 (meters)    1119.60  (feet)  COMP
 SL1084  MODELED GRAV-     980,727.0   (mgal)                       NAVD 88
 SL1084
 SL1084  VERT ORDER  -  SECOND    CLASS 0
 SL1084
 SL1084.The horizontal coordinates were scaled from a topographic map and have
 SL1084.an estimated accuracy of +/- 6 seconds.
 SL1084
 SL1084.The orthometric height was determined by differential leveling
 SL1084.and adjusted by the National Geodetic Survey in June 1991..
 SL1084
 SL1084.The geoid height was determined by GEOID03.
 SL1084
 SL1084.The dynamic height is computed by dividing the NAVD 88
 SL1084.geopotential number by the normal gravity value computed on the
 SL1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1084.degrees latitude (g = 980.6199 gals.).
 SL1084
 SL1084.The modeled gravity was interpolated from observed gravity values.
 SL1084
 SL1084;                    North         East    Units  Estimated Accuracy
 SL1084;SPC ND N     -    61,090.      816,690.      MT  (+/- 180 meters Scaled)
 SL1084
 SL1084                          SUPERSEDED SURVEY CONTROL
 SL1084
 SL1084  NGVD 29 (??/??/92)  340.860  (m)         1118.30   (f) ADJ UNCH    2 0
 SL1084
 SL1084.Superseded values are not recommended for survey control.
 SL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1084.See file dsdata.txt to determine how the superseded data were derived.
 SL1084
 SL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT037631(NAD 83)
 SL1084_MARKER: DB = BENCH MARK DISK
 SL1084_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL1084_SP_SET: 24 FT
 SL1084_STAMPING: L 304 1963
 SL1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1084
 SL1084  HISTORY     - Date     Condition        Report By
 SL1084  HISTORY     - 1963     MONUMENTED       CGS
 SL1084
 SL1084                          STATION DESCRIPTION
 SL1084
 SL1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1084'11.3 MI E FROM FINLEY.
 SL1084'ABOUT 10.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL1084'FINLEY, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 26, T
 SL1084'147 N, R 55 W, 72 FEET NORTHWEST OF THE CENTER OF A ROAD INTERSECTION,
 SL1084'57 FEET WEST OF THE CENTER LINE OF THE ROAD, 44 FEET NORTH OF THE
 SL1084'CENTER LINE OF AN EAST-WEST ROAD, 1 1/2 FEET SOUTH OF A POWER POLE,
 SL1084'1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 SL1084'OF THE ROAD AND SET ON TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SL1084'DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE WHICH
 SL1084'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0433 ***********************************************************************
 SM0433  DESIGNATION -  L 305
 SM0433  PID         -  SM0433
 SM0433  STATE/COUNTY-  ND/GRIGGS
 SM0433  USGS QUAD   -  SUTTON NE (1961)
 SM0433
 SM0433                         *CURRENT SURVEY CONTROL
 SM0433  ___________________________________________________________________
 SM0433* NAD 83(1986)-  47 26 30.     (N)    098 19 45.     (W)     SCALED    
 SM0433* NAVD 88     -       440.835  (meters)    1446.31   (feet)  ADJUSTED  
 SM0433  ___________________________________________________________________
 SM0433  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SM0433  DYNAMIC HT  -         440.891 (meters)    1446.49  (feet)  COMP
 SM0433  MODELED GRAV-     980,724.1   (mgal)                       NAVD 88
 SM0433
 SM0433  VERT ORDER  -  SECOND    CLASS 0
 SM0433
 SM0433.The horizontal coordinates were scaled from a topographic map and have
 SM0433.an estimated accuracy of +/- 6 seconds.
 SM0433
 SM0433.The orthometric height was determined by differential leveling
 SM0433.and adjusted by the National Geodetic Survey in June 1991..
 SM0433
 SM0433.The geoid height was determined by GEOID03.
 SM0433
 SM0433.The dynamic height is computed by dividing the NAVD 88
 SM0433.geopotential number by the normal gravity value computed on the
 SM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0433.degrees latitude (g = 980.6199 gals.).
 SM0433
 SM0433.The modeled gravity was interpolated from observed gravity values.
 SM0433
 SM0433;                    North         East    Units  Estimated Accuracy
 SM0433;SPC ND N     -    51,410.      763,720.      MT  (+/- 180 meters Scaled)
 SM0433
 SM0433                          SUPERSEDED SURVEY CONTROL
 SM0433
 SM0433  NGVD 29 (??/??/92)  440.487  (m)         1445.16   (f) ADJ UNCH    2 0
 SM0433
 SM0433.Superseded values are not recommended for survey control.
 SM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0433.See file dsdata.txt to determine how the superseded data were derived.
 SM0433
 SM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT505544(NAD 83)
 SM0433_MARKER: DB = BENCH MARK DISK
 SM0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0433_STAMPING: L 305 1963
 SM0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0433+STABILITY: SURFACE MOTION
 SM0433
 SM0433  HISTORY     - Date     Condition        Report By
 SM0433  HISTORY     - 1963     MONUMENTED       CGS
 SM0433
 SM0433                          STATION DESCRIPTION
 SM0433
 SM0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0433'9.5 MI W FROM COOPERSTOWN.
 SM0433'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0433'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0433'THENCE 7.6 MILES WEST ALONG STATE HIGHWAYS 7 AND 1, THENCE 1.0 MILE
 SM0433'WEST ALONG STATE HIGHWAY 7, OR ABOUT 2.15 MILES NORTHWEST ALONG THE
 SM0433'GREAT NORTHERN RAILWAY FROM THE STATION AND TELEPHONE BOOTH AT REVERE,
 SM0433'THENCE 0.85 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.4 MILES NORTH
 SM0433'ALONG A TRAIL ROAD, THENCE 0.2 MILE NORTH ALONG A FENCE, THENCE 0.4
 SM0433'MILE NORTH ACROSS COUNTRY, THENCE 0.4 MILE NORTH ALONG A TRAIL ROAD,
 SM0433'THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES EAST
 SM0433'ALONG STATE HIGHWAY 7, IN SECTION 29, T 146 N, R 60 W, 168 FEET
 SM0433'SOUTHWEST OF THE CENTER OF AN INTERSECTION OF THE HIGHWAY AND A
 SM0433'NORTH-SOUTH ROAD, 102 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SM0433'140 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.3 FEET
 SM0433'SOUTH OF A WOODEN RIGHT OF WAY MARKER POST, 2.0 FEET EAST OF A METAL
 SM0433'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 SM0433'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1014 ***********************************************************************
 SL1014  DESIGNATION -  L 306
 SL1014  PID         -  SL1014
 SL1014  STATE/COUNTY-  ND/NELSON
 SL1014  USGS QUAD   -  LAKE PICKARD (1971)
 SL1014
 SL1014                         *CURRENT SURVEY CONTROL
 SL1014  ___________________________________________________________________
 SL1014* NAD 83(1986)-  47 52 30.     (N)    097 57 04.     (W)     SCALED    
 SL1014* NAVD 88     -       457.120  (meters)    1499.73   (feet)  ADJUSTED  
 SL1014  ___________________________________________________________________
 SL1014  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 SL1014  DYNAMIC HT  -         457.190 (meters)    1499.96  (feet)  COMP
 SL1014  MODELED GRAV-     980,751.9   (mgal)                       NAVD 88
 SL1014
 SL1014  VERT ORDER  -  SECOND    CLASS 0
 SL1014
 SL1014.The horizontal coordinates were scaled from a topographic map and have
 SL1014.an estimated accuracy of +/- 6 seconds.
 SL1014
 SL1014.The orthometric height was determined by differential leveling
 SL1014.and adjusted by the National Geodetic Survey in June 1991..
 SL1014
 SL1014.The geoid height was determined by GEOID03.
 SL1014
 SL1014.The dynamic height is computed by dividing the NAVD 88
 SL1014.geopotential number by the normal gravity value computed on the
 SL1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1014.degrees latitude (g = 980.6199 gals.).
 SL1014
 SL1014.The modeled gravity was interpolated from observed gravity values.
 SL1014
 SL1014;                    North         East    Units  Estimated Accuracy
 SL1014;SPC ND N     -   100,440.      790,630.      MT  (+/- 180 meters Scaled)
 SL1014
 SL1014                          SUPERSEDED SURVEY CONTROL
 SL1014
 SL1014  NGVD 29 (??/??/92)  456.747  (m)         1498.51   (f) ADJ UNCH    2 0
 SL1014
 SL1014.Superseded values are not recommended for survey control.
 SL1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1014.See file dsdata.txt to determine how the superseded data were derived.
 SL1014
 SL1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU784029(NAD 83)
 SL1014_MARKER: DB = BENCH MARK DISK
 SL1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1014_STAMPING: L 306 1963
 SL1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1014+STABILITY: SURFACE MOTION
 SL1014
 SL1014  HISTORY     - Date     Condition        Report By
 SL1014  HISTORY     - 1963     MONUMENTED       CGS
 SL1014
 SL1014                          STATION DESCRIPTION
 SL1014
 SL1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1014'11.65 MI SE FROM PETERSBURG.
 SL1014'ABOUT 0.85 MILE SOUTHEAST ALONG A PAVED AND GRAVELED ROAD FROM THE
 SL1014'GREAT NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 9.0 MILES SOUTH
 SL1014'ALONG STATE HIGHWAY 32, THENCE 1.8 MILE EAST ALONG A GRAVELED ROAD, IN
 SL1014'SECTION 21, T 151 N, R 57 W, 47 FEET EAST OF THE CENTER LINE OF THE
 SL1014'ROAD 182 FEET EAST OF THE CENTER LINE OF A FIELD ENTRANCE, 1.5 FEET
 SL1014'SOUTH OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE
 SL1014'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0319 ***********************************************************************
 SM0319  DESIGNATION -  L 307
 SM0319  PID         -  SM0319
 SM0319  STATE/COUNTY-  ND/GRIGGS
 SM0319  USGS QUAD   -  KLOTEN SE (1967)
 SM0319
 SM0319                         *CURRENT SURVEY CONTROL
 SM0319  ___________________________________________________________________
 SM0319* NAD 83(1986)-  47 36 58.     (N)    098 04 12.     (W)     SCALED    
 SM0319* NAVD 88     -       443.967  (meters)    1456.58   (feet)  ADJUSTED  
 SM0319  ___________________________________________________________________
 SM0319  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 SM0319  DYNAMIC HT  -         444.021 (meters)    1456.76  (feet)  COMP
 SM0319  MODELED GRAV-     980,720.9   (mgal)                       NAVD 88
 SM0319
 SM0319  VERT ORDER  -  SECOND    CLASS 0
 SM0319
 SM0319.The horizontal coordinates were scaled from a topographic map and have
 SM0319.an estimated accuracy of +/- 6 seconds.
 SM0319
 SM0319.The orthometric height was determined by differential leveling
 SM0319.and adjusted by the National Geodetic Survey in June 1991..
 SM0319
 SM0319.The geoid height was determined by GEOID03.
 SM0319
 SM0319.The dynamic height is computed by dividing the NAVD 88
 SM0319.geopotential number by the normal gravity value computed on the
 SM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0319.degrees latitude (g = 980.6199 gals.).
 SM0319
 SM0319.The modeled gravity was interpolated from observed gravity values.
 SM0319
 SM0319;                    North         East    Units  Estimated Accuracy
 SM0319;SPC ND N     -    71,380.      782,650.      MT  (+/- 180 meters Scaled)
 SM0319
 SM0319                          SUPERSEDED SURVEY CONTROL
 SM0319
 SM0319  NGVD 29 (??/??/92)  443.600  (m)         1455.38   (f) ADJ UNCH    2 0
 SM0319
 SM0319.Superseded values are not recommended for survey control.
 SM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0319.See file dsdata.txt to determine how the superseded data were derived.
 SM0319
 SM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT698740(NAD 83)
 SM0319_MARKER: DB = BENCH MARK DISK
 SM0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0319_STAMPING: L 307 1963
 SM0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0319+STABILITY: SURFACE MOTION
 SM0319
 SM0319  HISTORY     - Date     Condition        Report By
 SM0319  HISTORY     - 1963     MONUMENTED       CGS
 SM0319  HISTORY     - 1968     GOOD             DOD
 SM0319
 SM0319                          STATION DESCRIPTION
 SM0319
 SM0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0319'8.8 MI SW FROM ANETA.
 SM0319'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0319'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0319'THENCE 4.05 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 21, T 148 N,
 SM0319'R 58 W, 122 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 SM0319'INTERSECTION, 106 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD,
 SM0319'64 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVELED ROAD, 2.0
 SM0319'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0319'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SM0319
 SM0319                          STATION RECOVERY (1968)
 SM0319
 SM0319'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SM0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1076 ***********************************************************************
 SL1076  DESIGNATION -  L 308
 SL1076  PID         -  SL1076
 SL1076  STATE/COUNTY-  ND/STEELE
 SL1076  USGS QUAD   -  SHARON (1967)
 SL1076
 SL1076                         *CURRENT SURVEY CONTROL
 SL1076  ___________________________________________________________________
 SL1076* NAD 83(1986)-  47 31 10.     (N)    097 58 56.     (W)     SCALED    
 SL1076* NAVD 88     -       400.503  (meters)    1313.98   (feet)  ADJUSTED  
 SL1076  ___________________________________________________________________
 SL1076  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 SL1076  DYNAMIC HT  -         400.544 (meters)    1314.12  (feet)  COMP
 SL1076  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SL1076
 SL1076  VERT ORDER  -  SECOND    CLASS 0
 SL1076
 SL1076.The horizontal coordinates were scaled from a topographic map and have
 SL1076.an estimated accuracy of +/- 6 seconds.
 SL1076
 SL1076.The orthometric height was determined by differential leveling
 SL1076.and adjusted by the National Geodetic Survey in June 1991..
 SL1076
 SL1076.The geoid height was determined by GEOID03.
 SL1076
 SL1076.The dynamic height is computed by dividing the NAVD 88
 SL1076.geopotential number by the normal gravity value computed on the
 SL1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1076.degrees latitude (g = 980.6199 gals.).
 SL1076
 SL1076.The modeled gravity was interpolated from observed gravity values.
 SL1076
 SL1076;                    North         East    Units  Estimated Accuracy
 SL1076;SPC ND N     -    60,850.      789,590.      MT  (+/- 180 meters Scaled)
 SL1076
 SL1076                          SUPERSEDED SURVEY CONTROL
 SL1076
 SL1076  NGVD 29 (??/??/92)  400.134  (m)         1312.77   (f) ADJ UNCH    2 0
 SL1076
 SL1076.Superseded values are not recommended for survey control.
 SL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1076.See file dsdata.txt to determine how the superseded data were derived.
 SL1076
 SL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT766633(NAD 83)
 SL1076_MARKER: DB = BENCH MARK DISK
 SL1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1076_STAMPING: L 308 1963
 SL1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1076+STABILITY: SURFACE MOTION
 SL1076
 SL1076  HISTORY     - Date     Condition        Report By
 SL1076  HISTORY     - 1963     MONUMENTED       CGS
 SL1076
 SL1076                          STATION DESCRIPTION
 SL1076
 SL1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1076'7.1 MI W FROM FINLEY.
 SL1076'ABOUT 1.6 MILES WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT
 SL1076'FINLEY, THENCE 5.5 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 30, T
 SL1076'147 N, R 57 W, 210 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 SL1076'JUNCTION, 121 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH
 SL1076'OF THE MOST SOUTHERLY ROW OF TREES IN A SHELTER BELT, 1.6 FEET WEST OF
 SL1076'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL1076'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0314 ***********************************************************************
 SM0314  DESIGNATION -  L 309
 SM0314  PID         -  SM0314
 SM0314  STATE/COUNTY-  ND/GRIGGS
 SM0314  USGS QUAD   -  JESSIE (1961)
 SM0314
 SM0314                         *CURRENT SURVEY CONTROL
 SM0314  ___________________________________________________________________
 SM0314* NAD 83(1986)-  47 34 20.     (N)    098 14 40.     (W)     SCALED    
 SM0314* NAVD 88     -       439.001  (meters)    1440.29   (feet)  ADJUSTED  
 SM0314  ___________________________________________________________________
 SM0314  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SM0314  DYNAMIC HT  -         439.065 (meters)    1440.50  (feet)  COMP
 SM0314  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 SM0314
 SM0314  VERT ORDER  -  SECOND    CLASS 0
 SM0314
 SM0314.The horizontal coordinates were scaled from a topographic map and have
 SM0314.an estimated accuracy of +/- 6 seconds.
 SM0314
 SM0314.The orthometric height was determined by differential leveling
 SM0314.and adjusted by the National Geodetic Survey in June 1991..
 SM0314
 SM0314.The geoid height was determined by GEOID03.
 SM0314
 SM0314.The dynamic height is computed by dividing the NAVD 88
 SM0314.geopotential number by the normal gravity value computed on the
 SM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0314.degrees latitude (g = 980.6199 gals.).
 SM0314
 SM0314.The modeled gravity was interpolated from observed gravity values.
 SM0314
 SM0314;                    North         East    Units  Estimated Accuracy
 SM0314;SPC ND N     -    66,110.      769,680.      MT  (+/- 180 meters Scaled)
 SM0314
 SM0314                          SUPERSEDED SURVEY CONTROL
 SM0314
 SM0314  NGVD 29 (??/??/92)  438.655  (m)         1439.15   (f) ADJ UNCH    2 0
 SM0314
 SM0314.Superseded values are not recommended for survey control.
 SM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0314.See file dsdata.txt to determine how the superseded data were derived.
 SM0314
 SM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT568690(NAD 83)
 SM0314_MARKER: DB = BENCH MARK DISK
 SM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0314_STAMPING: L 309 1963
 SM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0314+STABILITY: SURFACE MOTION
 SM0314
 SM0314  HISTORY     - Date     Condition        Report By
 SM0314  HISTORY     - 1963     MONUMENTED       CGS
 SM0314
 SM0314                          STATION DESCRIPTION
 SM0314
 SM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0314'6.05 MI NE FROM BINFORD.
 SM0314'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0314'RAILWAY STATION AT BINFORD, THENCE 1.0 MILE NORTH ALONG A GRAVELED
 SM0314'ROAD, IN SECTION 12, T 147 N, R 60 W, 77 FEET WEST OF THE CENTER LINE
 SM0314'OF THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF A DIM TRAIL ROAD
 SM0314'LEADING WEST, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 SM0314'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 SM0314'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0073 ***********************************************************************
 RQ0073  DESIGNATION -  L 31
 RQ0073  PID         -  RQ0073
 RQ0073  STATE/COUNTY-  ND/LA MOURE
 RQ0073  USGS QUAD   -  INDEPENDENCE (1952)
 RQ0073
 RQ0073                         *CURRENT SURVEY CONTROL
 RQ0073  ___________________________________________________________________
 RQ0073* NAD 83(1986)-  46 20 26.     (N)    098 11 41.     (W)     SCALED    
 RQ0073* NAVD 88     -       426.656  (meters)    1399.79   (feet)  ADJUSTED  
 RQ0073  ___________________________________________________________________
 RQ0073  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 RQ0073  DYNAMIC HT  -         426.669 (meters)    1399.83  (feet)  COMP
 RQ0073  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 RQ0073
 RQ0073  VERT ORDER  -  FIRST     CLASS II
 RQ0073
 RQ0073.The horizontal coordinates were scaled from a topographic map and have
 RQ0073.an estimated accuracy of +/- 6 seconds.
 RQ0073
 RQ0073.The orthometric height was determined by differential leveling
 RQ0073.and adjusted by the National Geodetic Survey in June 1991..
 RQ0073
 RQ0073.The geoid height was determined by GEOID03.
 RQ0073
 RQ0073.The dynamic height is computed by dividing the NAVD 88
 RQ0073.geopotential number by the normal gravity value computed on the
 RQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0073.degrees latitude (g = 980.6199 gals.).
 RQ0073
 RQ0073.The modeled gravity was interpolated from observed gravity values.
 RQ0073
 RQ0073;                    North         East    Units  Estimated Accuracy
 RQ0073;SPC ND S     -    77,510.      777,450.      MT  (+/- 180 meters Scaled)
 RQ0073
 RQ0073                          SUPERSEDED SURVEY CONTROL
 RQ0073
 RQ0073  NGVD 29 (??/??/92)  426.326  (m)         1398.70   (f) ADJ UNCH    1 2
 RQ0073
 RQ0073.Superseded values are not recommended for survey control.
 RQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0073.See file dsdata.txt to determine how the superseded data were derived.
 RQ0073
 RQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS619322(NAD 83)
 RQ0073_MARKER: DB = BENCH MARK DISK
 RQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0073_STAMPING: L 31 1934
 RQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0073+STABILITY: SURFACE MOTION
 RQ0073
 RQ0073  HISTORY     - Date     Condition        Report By
 RQ0073  HISTORY     - 1934     MONUMENTED       CGS
 RQ0073
 RQ0073                          STATION DESCRIPTION
 RQ0073
 RQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0073'IN INDEPENDENCE JUNCTION.
 RQ0073'AT INDEPENDENCE JUNCTION, LA MOURE COUNTY, ABOUT 30 FEET EAST OF THE
 RQ0073'EAST CORNER OF THE NORTHERN PACIFIC RAILWAY STATION, ABOUT 78 FEET
 RQ0073'SOUTH OF THE CENTER OF A CROSSING, ABOUT 55 FEET SOUTHEAST OF THE
 RQ0073'CENTER LINE OF THE BRANCH TRACK, 23 FEET NORTHWEST OF THE CENTER LINE
 RQ0073'OF THE MAIN TRACK, AND 10 FEET SOUTHWEST OF A POLE WITH A GUY WIRE. A
 RQ0073'STANDARD DISK, STAMPED L 31 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0073'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0259 ***********************************************************************
 RP0259  DESIGNATION -  L 32
 RP0259  PID         -  RP0259
 RP0259  STATE/COUNTY-  ND/RICHLAND
 RP0259  USGS QUAD   -  DWIGHT (1979)
 RP0259
 RP0259                         *CURRENT SURVEY CONTROL
 RP0259  ___________________________________________________________________
 RP0259* NAD 83(1986)-  46 21 36.     (N)    096 40 12.     (W)     SCALED    
 RP0259* NAVD 88     -       290.498  (meters)     953.08   (feet)  ADJUSTED  
 RP0259  ___________________________________________________________________
 RP0259  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0259  DYNAMIC HT  -         290.506 (meters)     953.10  (feet)  COMP
 RP0259  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 RP0259
 RP0259  VERT ORDER  -  SECOND    CLASS 0
 RP0259
 RP0259.The horizontal coordinates were scaled from a topographic map and have
 RP0259.an estimated accuracy of +/- 6 seconds.
 RP0259
 RP0259.The orthometric height was determined by differential leveling
 RP0259.and adjusted by the National Geodetic Survey in June 1991..
 RP0259
 RP0259.The geoid height was determined by GEOID03.
 RP0259
 RP0259.The dynamic height is computed by dividing the NAVD 88
 RP0259.geopotential number by the normal gravity value computed on the
 RP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0259.degrees latitude (g = 980.6199 gals.).
 RP0259
 RP0259.The modeled gravity was interpolated from observed gravity values.
 RP0259
 RP0259;                    North         East    Units  Estimated Accuracy
 RP0259;SPC ND S     -    84,250.      894,630.      MT  (+/- 180 meters Scaled)
 RP0259
 RP0259                          SUPERSEDED SURVEY CONTROL
 RP0259
 RP0259  NGVD 29 (??/??/92)  290.240  (m)          952.23   (f) ADJ UNCH    2 0
 RP0259
 RP0259.Superseded values are not recommended for survey control.
 RP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0259.See file dsdata.txt to determine how the superseded data were derived.
 RP0259
 RP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS792366(NAD 83)
 RP0259_MARKER: DB = BENCH MARK DISK
 RP0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0259_SP_SET: FOUNDATION
 RP0259_STAMPING: L 32 1934
 RP0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0259
 RP0259  HISTORY     - Date     Condition        Report By
 RP0259  HISTORY     - 1934     MONUMENTED       CGS
 RP0259  HISTORY     - 1962     GOOD             NGS
 RP0259  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0259
 RP0259                          STATION DESCRIPTION
 RP0259
 RP0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0259'6.9 MI SE FROM ABERCROMBIE.
 RP0259'6.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0259'RAILROAD FROM THE STATION AT ABERCROMBIE, RICHLAND COUNTY, 33 FEET
 RP0259'NORTH OF THE STATION SIGN AT WOODHULL, 5 POLES NORTH OF MILEPOST 78,
 RP0259'75.5 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, IN THE CENTER OF
 RP0259'THE TOP OF A CONCRETE ENGINE FOUNDATION, 4 FEET NORTH OF A WHITE POST
 RP0259'MARKED U.S.B.M. AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 RP0259'STAMPED L 32 1943.
 RP0259
 RP0259                          STATION RECOVERY (1990)
 RP0259
 RP0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0083 ***********************************************************************
 TG0083  DESIGNATION -  L 325 RESET
 TG0083  PID         -  TG0083
 TG0083  STATE/COUNTY-  ND/BURKE
 TG0083  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0083
 TG0083                         *CURRENT SURVEY CONTROL
 TG0083  ___________________________________________________________________
 TG0083* NAD 83(1986)-  48 35 42.     (N)    102 24 20.     (W)     SCALED    
 TG0083* NAVD 88     -       718.61   (+/-2cm)    2357.6    (feet)  VERTCON   
 TG0083  ___________________________________________________________________
 TG0083  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 TG0083
 TG0083  VERT ORDER  -  THIRD (See Below)
 TG0083
 TG0083.The horizontal coordinates were scaled from a topographic map and have
 TG0083.an estimated accuracy of +/- 6 seconds.
 TG0083
 TG0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0083.The vertical order pertains to the NGVD 29 superseded value.
 TG0083
 TG0083.The geoid height was determined by GEOID03.
 TG0083
 TG0083;                    North         East    Units  Estimated Accuracy
 TG0083;SPC ND N     -   179,080.      459,460.      MT  (+/- 180 meters Scaled)
 TG0083
 TG0083                          SUPERSEDED SURVEY CONTROL
 TG0083
 TG0083  NGVD 29 (11/04/04)  718.17   (m)         2356.2    (f) RESET       3  
 TG0083
 TG0083.Superseded values are not recommended for survey control.
 TG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0083.See file dsdata.txt to determine how the superseded data were derived.
 TG0083
 TG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912856(NAD 83)
 TG0083_MARKER: DB = BENCH MARK DISK
 TG0083_SETTING: 0 = UNSPECIFIED SETTING
 TG0083_STAMPING: L 325 RESET 1953
 TG0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0083
 TG0083  HISTORY     - Date     Condition        Report By
 TG0083  HISTORY     - 1953     MONUMENTED       NDHD
 TG0083  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0083
 TG0083                          STATION DESCRIPTION
 TG0083
 TG0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0083'19.4 MI N FROM STANLEY.
 TG0083'IN BURKE COUNTY, 19.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE GREAT
 TG0083'NORTHERN RAILWAY STATION AT STANLEY, MOUNTRAIL COUNTY, 240 FEET NORTH
 TG0083'OF A FARM ENTRANCE ON THE WEST SIDE OF THE HIGHWAY, 0 FEET WEST OF THE
 TG0083'CENTERLINE OF THE HIGHWAY, 88 FEET SOUTHWEST OF A POWERLINE POLE, AND
 TG0083'72 FEET SOUTHWEST OF A 4-4-INCH WHITE WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0968 ***********************************************************************
 TG0968  DESIGNATION -  L 326
 TG0968  PID         -  TG0968
 TG0968  STATE/COUNTY-  ND/BURKE
 TG0968  USGS QUAD   -  POWERS LAKE (1977)
 TG0968
 TG0968                         *CURRENT SURVEY CONTROL
 TG0968  ___________________________________________________________________
 TG0968* NAD 83(1986)-  48 34 30.     (N)    102 43 04.     (W)     SCALED    
 TG0968* NAVD 88     -       675.651  (meters)    2216.70   (feet)  ADJUSTED  
 TG0968  ___________________________________________________________________
 TG0968  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG0968  DYNAMIC HT  -         675.770 (meters)    2217.09  (feet)  COMP
 TG0968  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 TG0968
 TG0968  VERT ORDER  -  SECOND    CLASS 0
 TG0968
 TG0968.The horizontal coordinates were scaled from a topographic map and have
 TG0968.an estimated accuracy of +/- 6 seconds.
 TG0968
 TG0968.The orthometric height was determined by differential leveling
 TG0968.and adjusted by the National Geodetic Survey in June 1991..
 TG0968
 TG0968.The geoid height was determined by GEOID03.
 TG0968
 TG0968.The dynamic height is computed by dividing the NAVD 88
 TG0968.geopotential number by the normal gravity value computed on the
 TG0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0968.degrees latitude (g = 980.6199 gals.).
 TG0968
 TG0968.The modeled gravity was interpolated from observed gravity values.
 TG0968
 TG0968;                    North         East    Units  Estimated Accuracy
 TG0968;SPC ND N     -   177,470.      436,370.      MT  (+/- 180 meters Scaled)
 TG0968
 TG0968                          SUPERSEDED SURVEY CONTROL
 TG0968
 TG0968  NGVD 29 (??/??/92)  675.198  (m)         2215.21   (f) ADJ UNCH    2 0
 TG0968
 TG0968.Superseded values are not recommended for survey control.
 TG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0968.See file dsdata.txt to determine how the superseded data were derived.
 TG0968
 TG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP683827(NAD 83)
 TG0968_MARKER: DB = BENCH MARK DISK
 TG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0968_STAMPING: L 326 1935
 TG0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0968+STABILITY: SURFACE MOTION
 TG0968
 TG0968  HISTORY     - Date     Condition        Report By
 TG0968  HISTORY     - 1935     MONUMENTED       CGS
 TG0968  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0968
 TG0968                          STATION DESCRIPTION
 TG0968
 TG0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0968'3.5 MI E FROM BATTLEVIEW.
 TG0968'3.5 MILES EAST ALONG STATE HIGHWAY 50 FROM BATTLEVIEW, BURKE COUNTY,
 TG0968'AT THE JUNCTION OF A ROAD LEADING NORTH, 33 FEET NORTH OF THE
 TG0968'CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TG0968'3 FEET INSIDE THE RIGHT-OF-WAY FENCE, AND ABOUT 1-1/2 FEET LOWER THAN
 TG0968'THE HIGHWAY.  A STANDARD DISK, STAMPED L 326 1935 AND SET IN THE TOP
 TG0968'OF A CONCRETE POST.  NOTE-- ROW HAS BEEN WIDENED.
 TG0968
 TG0968                          STATION RECOVERY (1974)
 TG0968
 TG0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1004 ***********************************************************************
 TG1004  DESIGNATION -  L 327
 TG1004  PID         -  TG1004
 TG1004  STATE/COUNTY-  ND/BURKE
 TG1004  USGS QUAD   -  RENNIE LAKE (1949)
 TG1004
 TG1004                         *CURRENT SURVEY CONTROL
 TG1004  ___________________________________________________________________
 TG1004* NAD 83(1986)-  48 47 33.     (N)    102 34 04.     (W)     SCALED    
 TG1004* NAVD 88     -       628.933  (meters)    2063.42   (feet)  ADJUSTED  
 TG1004  ___________________________________________________________________
 TG1004  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG1004  DYNAMIC HT  -         629.063 (meters)    2063.85  (feet)  COMP
 TG1004  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TG1004
 TG1004  VERT ORDER  -  SECOND    CLASS 0
 TG1004
 TG1004.The horizontal coordinates were scaled from a topographic map and have
 TG1004.an estimated accuracy of +/- 6 seconds.
 TG1004
 TG1004.The orthometric height was determined by differential leveling
 TG1004.and adjusted by the National Geodetic Survey in June 1991..
 TG1004
 TG1004.The geoid height was determined by GEOID03.
 TG1004
 TG1004.The dynamic height is computed by dividing the NAVD 88
 TG1004.geopotential number by the normal gravity value computed on the
 TG1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1004.degrees latitude (g = 980.6199 gals.).
 TG1004
 TG1004.The modeled gravity was interpolated from observed gravity values.
 TG1004
 TG1004;                    North         East    Units  Estimated Accuracy
 TG1004;SPC ND N     -   201,340.      448,090.      MT  (+/- 180 meters Scaled)
 TG1004
 TG1004                          SUPERSEDED SURVEY CONTROL
 TG1004
 TG1004  NGVD 29 (??/??/92)  628.499  (m)         2062.00   (f) ADJ UNCH    2 0
 TG1004
 TG1004.Superseded values are not recommended for survey control.
 TG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1004.See file dsdata.txt to determine how the superseded data were derived.
 TG1004
 TG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ786072(NAD 83)
 TG1004_MARKER: DB = BENCH MARK DISK
 TG1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1004_STAMPING: L 327 1935
 TG1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1004+STABILITY: SURFACE MOTION
 TG1004
 TG1004  HISTORY     - Date     Condition        Report By
 TG1004  HISTORY     - 1935     MONUMENTED       CGS
 TG1004
 TG1004                          STATION DESCRIPTION
 TG1004
 TG1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1004'6.0 MI S FROM LIGNITE.
 TG1004'6.0 MILES SOUTH ALONG THE POWERS LAKE ROAD FROM THE GREAT NORTHERN
 TG1004'RAILWAY STATION AT LIGNITE, BURKE COUNTY, AT A ROAD INTERSECTION, 33
 TG1004'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 31 FEET SOUTH
 TG1004'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 2 FEET NORTH OF THE
 TG1004'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 TG1004'L 327 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0143 ***********************************************************************
 TG0143  DESIGNATION -  L 328
 TG0143  PID         -  TG0143
 TG0143  STATE/COUNTY-  ND/MOUNTRAIL
 TG0143  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0143
 TG0143                         *CURRENT SURVEY CONTROL
 TG0143  ___________________________________________________________________
 TG0143* NAD 83(1986)-  48 32 46.     (N)    102 12 44.     (W)     SCALED    
 TG0143* NAVD 88     -       702.445  (meters)    2304.61   (feet)  ADJUSTED  
 TG0143  ___________________________________________________________________
 TG0143  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG0143  DYNAMIC HT  -         702.565 (meters)    2305.00  (feet)  COMP
 TG0143  MODELED GRAV-     980,757.5   (mgal)                       NAVD 88
 TG0143
 TG0143  VERT ORDER  -  SECOND    CLASS 0
 TG0143
 TG0143.The horizontal coordinates were scaled from a topographic map and have
 TG0143.an estimated accuracy of +/- 6 seconds.
 TG0143
 TG0143.The orthometric height was determined by differential leveling
 TG0143.and adjusted by the National Geodetic Survey in June 1991..
 TG0143
 TG0143.The geoid height was determined by GEOID03.
 TG0143
 TG0143.The dynamic height is computed by dividing the NAVD 88
 TG0143.geopotential number by the normal gravity value computed on the
 TG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0143.degrees latitude (g = 980.6199 gals.).
 TG0143
 TG0143.The modeled gravity was interpolated from observed gravity values.
 TG0143
 TG0143;                    North         East    Units  Estimated Accuracy
 TG0143;SPC ND N     -   173,310.      473,590.      MT  (+/- 180 meters Scaled)
 TG0143
 TG0143                          SUPERSEDED SURVEY CONTROL
 TG0143
 TG0143  NGVD 29 (??/??/92)  702.03   (m)         2303.2    (f) COMPUTED    2 0
 TG0143
 TG0143.Superseded values are not recommended for survey control.
 TG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0143.See file dsdata.txt to determine how the superseded data were derived.
 TG0143
 TG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP057807(NAD 83)
 TG0143_MARKER: DB = BENCH MARK DISK
 TG0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0143_STAMPING: L 328 1935
 TG0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0143+STABILITY: SURFACE MOTION
 TG0143
 TG0143  HISTORY     - Date     Condition        Report By
 TG0143  HISTORY     - 1935     MONUMENTED       CGS
 TG0143  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0143
 TG0143                          STATION DESCRIPTION
 TG0143
 TG0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0143'9.3 MI W FROM COULEE.
 TG0143'IN BURKE COUNTY, 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM COULEE,
 TG0143'MOUNTRAIL COUNTY, AT A ROAD INTERSECTION, 48 FEET SOUTH OF THE
 TG0143'CENTERLINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTERLINE OF THE
 TG0143'NORTH-AND-SOUTH ROAD, 3 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER,
 TG0143'AND ABOUT 2-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED L
 TG0143'328 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TG0143
 TG0143                          STATION RECOVERY (1963)
 TG0143
 TG0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0639 ***********************************************************************
 TG0639  DESIGNATION -  L 329
 TG0639  PID         -  TG0639
 TG0639  STATE/COUNTY-  ND/MOUNTRAIL
 TG0639  USGS QUAD   -  PALERMO NE (1981)
 TG0639
 TG0639                         *CURRENT SURVEY CONTROL
 TG0639  ___________________________________________________________________
 TG0639* NAD 83(1986)-  48 28 26.     (N)    102 01 02.     (W)     SCALED    
 TG0639* NAVD 88     -       681.278  (meters)    2235.16   (feet)  ADJUSTED  
 TG0639  ___________________________________________________________________
 TG0639  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 TG0639  DYNAMIC HT  -         681.391 (meters)    2235.53  (feet)  COMP
 TG0639  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 TG0639
 TG0639  VERT ORDER  -  SECOND    CLASS 0
 TG0639
 TG0639.The horizontal coordinates were scaled from a topographic map and have
 TG0639.an estimated accuracy of +/- 6 seconds.
 TG0639
 TG0639.The orthometric height was determined by differential leveling
 TG0639.and adjusted by the National Geodetic Survey in June 1991..
 TG0639
 TG0639.The geoid height was determined by GEOID03.
 TG0639
 TG0639.The dynamic height is computed by dividing the NAVD 88
 TG0639.geopotential number by the normal gravity value computed on the
 TG0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0639.degrees latitude (g = 980.6199 gals.).
 TG0639
 TG0639.The modeled gravity was interpolated from observed gravity values.
 TG0639
 TG0639;                    North         East    Units  Estimated Accuracy
 TG0639;SPC ND N     -   164,980.      487,830.      MT  (+/- 180 meters Scaled)
 TG0639
 TG0639                          SUPERSEDED SURVEY CONTROL
 TG0639
 TG0639  NGVD 29 (??/??/92)  680.85   (m)         2233.8    (f) COMPUTED    2 0
 TG0639
 TG0639.Superseded values are not recommended for survey control.
 TG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0639.See file dsdata.txt to determine how the superseded data were derived.
 TG0639
 TG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204732(NAD 83)
 TG0639_MARKER: DB = BENCH MARK DISK
 TG0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0639_STAMPING: L 329 1935
 TG0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0639+STABILITY: SURFACE MOTION
 TG0639
 TG0639  HISTORY     - Date     Condition        Report By
 TG0639  HISTORY     - 1935     MONUMENTED       CGS
 TG0639
 TG0639                          STATION DESCRIPTION
 TG0639
 TG0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0639'3.0 MI E FROM BLAISDELL.
 TG0639'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0639'BLAISDELL, MOUNTRAIL COUNTY, THENCE 10.0 MILES NORTH ALONG THE COULEE
 TG0639'ROAD.  5.7 MILES SOUTH OF COULEE, AT A ROAD JUNCTION, 48 FEET WEST OF
 TG0639'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE
 TG0639'CENTERLINE OF THE ROAD LEADING WEST, 2 FEET SOUTH OF THE RIGHT-OF-WAY
 TG0639'FENCE, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TG0639'L 329 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0249 ***********************************************************************
 RP0249  DESIGNATION -  L 33
 RP0249  PID         -  RP0249
 RP0249  STATE/COUNTY-  ND/RICHLAND
 RP0249  USGS QUAD   -  HANKINSON (1964)
 RP0249
 RP0249                         *CURRENT SURVEY CONTROL
 RP0249  ___________________________________________________________________
 RP0249* NAD 83(1986)-  46 04 23.     (N)    096 54 01.     (W)     SCALED    
 RP0249* NAVD 88     -       325.418  (meters)    1067.64   (feet)  ADJUSTED  
 RP0249  ___________________________________________________________________
 RP0249  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0249  DYNAMIC HT  -         325.418 (meters)    1067.64  (feet)  COMP
 RP0249  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RP0249
 RP0249  VERT ORDER  -  SECOND    CLASS 0
 RP0249
 RP0249.The horizontal coordinates were scaled from a topographic map and have
 RP0249.an estimated accuracy of +/- 6 seconds.
 RP0249
 RP0249.The orthometric height was determined by differential leveling
 RP0249.and adjusted by the National Geodetic Survey in June 1991..
 RP0249
 RP0249.The geoid height was determined by GEOID03.
 RP0249
 RP0249.The dynamic height is computed by dividing the NAVD 88
 RP0249.geopotential number by the normal gravity value computed on the
 RP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0249.degrees latitude (g = 980.6199 gals.).
 RP0249
 RP0249.The modeled gravity was interpolated from observed gravity values.
 RP0249
 RP0249;                    North         East    Units  Estimated Accuracy
 RP0249;SPC ND S     -    51,550.      878,390.      MT  (+/- 180 meters Scaled)
 RP0249
 RP0249                          SUPERSEDED SURVEY CONTROL
 RP0249
 RP0249  NGVD 29 (??/??/92)  325.179  (m)         1066.86   (f) ADJ UNCH    2 0
 RP0249
 RP0249.Superseded values are not recommended for survey control.
 RP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0249.See file dsdata.txt to determine how the superseded data were derived.
 RP0249
 RP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS623043(NAD 83)
 RP0249_MARKER: DB = BENCH MARK DISK
 RP0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0249_SP_SET: STEP
 RP0249_STAMPING: L 33 1934
 RP0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0249
 RP0249  HISTORY     - Date     Condition        Report By
 RP0249  HISTORY     - 1934     MONUMENTED       CGS
 RP0249
 RP0249                          STATION DESCRIPTION
 RP0249
 RP0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0249'IN HANKINSON.
 RP0249'AT HANKINSON, RICHLAND COUNTY, 125 FEET WEST AND 100 FEET SOUTH OF THE
 RP0249'SEMAPHORE AT THE GREAT NORTHERN RAILWAY STATION, 120 FEET SOUTH OF THE
 RP0249'MAIN TRACK, AT A BRICK BUILDING OWNED BY S. M. BURCHAM, ON THE NORTH
 RP0249'SIDE OF THE STAIRCASE ENTRANCE, AND IN THE TOP OF A CONCRETE STEP. A
 RP0249'STANDARD DISK, STAMPED L 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0642 ***********************************************************************
 TG0642  DESIGNATION -  L 330
 TG0642  PID         -  TG0642
 TG0642  STATE/COUNTY-  ND/MOUNTRAIL
 TG0642  USGS QUAD   -  PALERMO NE (1981)
 TG0642
 TG0642                         *CURRENT SURVEY CONTROL
 TG0642  ___________________________________________________________________
 TG0642* NAD 83(1986)-  48 26 40.     (N)    102 03 38.     (W)     SCALED    
 TG0642* NAVD 88     -       688.077  (meters)    2257.47   (feet)  ADJUSTED  
 TG0642  ___________________________________________________________________
 TG0642  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 TG0642  DYNAMIC HT  -         688.188 (meters)    2257.83  (feet)  COMP
 TG0642  MODELED GRAV-     980,747.6   (mgal)                       NAVD 88
 TG0642
 TG0642  VERT ORDER  -  SECOND    CLASS 0
 TG0642
 TG0642.The horizontal coordinates were scaled from a topographic map and have
 TG0642.an estimated accuracy of +/- 6 seconds.
 TG0642
 TG0642.The orthometric height was determined by differential leveling
 TG0642.and adjusted by the National Geodetic Survey in June 1991..
 TG0642
 TG0642.The geoid height was determined by GEOID03.
 TG0642
 TG0642.The dynamic height is computed by dividing the NAVD 88
 TG0642.geopotential number by the normal gravity value computed on the
 TG0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0642.degrees latitude (g = 980.6199 gals.).
 TG0642
 TG0642.The modeled gravity was interpolated from observed gravity values.
 TG0642
 TG0642;                    North         East    Units  Estimated Accuracy
 TG0642;SPC ND N     -   161,770.      484,560.      MT  (+/- 180 meters Scaled)
 TG0642
 TG0642                          SUPERSEDED SURVEY CONTROL
 TG0642
 TG0642  NGVD 29 (??/??/92)  687.655  (m)         2256.08   (f) ADJ UNCH    2 0
 TG0642
 TG0642.Superseded values are not recommended for survey control.
 TG0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0642.See file dsdata.txt to determine how the superseded data were derived.
 TG0642
 TG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP173698(NAD 83)
 TG0642_MARKER: DB = BENCH MARK DISK
 TG0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0642_STAMPING: L 330 1935
 TG0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0642+STABILITY: SURFACE MOTION
 TG0642
 TG0642  HISTORY     - Date     Condition        Report By
 TG0642  HISTORY     - 1935     MONUMENTED       CGS
 TG0642  HISTORY     - 1963     GOOD             NGS
 TG0642
 TG0642                          STATION DESCRIPTION
 TG0642
 TG0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0642'9.4 MI SW FROM COULEE.
 TG0642'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0642'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0642'ROAD, THENCE 2.1 MILES WEST ALONG A GRADED DIRT ROAD, 83.5 FEET
 TG0642'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD, IN THE
 TG0642'NORTHEAST CORNER OF A LARGE PASTURE, 59 FEET WEST OF THE CENTERLINE OF
 TG0642'THE ROAD LEADING SOUTH, 60 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TG0642'LEADING WEST, 18 FEET SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE
 TG0642'ROAD LEADING SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TG0642'INCHES, S 8, R 88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0934 ***********************************************************************
 TG0934  DESIGNATION -  L 331
 TG0934  PID         -  TG0934
 TG0934  STATE/COUNTY-  ND/MOUNTRAIL
 TG0934  USGS QUAD   -  WHITE EARTH (1969)
 TG0934
 TG0934                         *CURRENT SURVEY CONTROL
 TG0934  ___________________________________________________________________
 TG0934* NAD 83(1986)-  48 29 18.     (N)    102 51 52.     (W)     SCALED    
 TG0934* NAVD 88     -       712.196  (meters)    2336.60   (feet)  ADJUSTED  
 TG0934  ___________________________________________________________________
 TG0934  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0934  DYNAMIC HT  -         712.303 (meters)    2336.95  (feet)  COMP
 TG0934  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 TG0934
 TG0934  VERT ORDER  -  SECOND    CLASS 0
 TG0934
 TG0934.The horizontal coordinates were scaled from a topographic map and have
 TG0934.an estimated accuracy of +/- 6 seconds.
 TG0934
 TG0934.The orthometric height was determined by differential leveling
 TG0934.and adjusted by the National Geodetic Survey in June 1991..
 TG0934
 TG0934.The geoid height was determined by GEOID03.
 TG0934
 TG0934.The dynamic height is computed by dividing the NAVD 88
 TG0934.geopotential number by the normal gravity value computed on the
 TG0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0934.degrees latitude (g = 980.6199 gals.).
 TG0934
 TG0934.The modeled gravity was interpolated from observed gravity values.
 TG0934
 TG0934;                    North         East    Units  Estimated Accuracy
 TG0934;SPC ND N     -   168,160.      425,260.      MT  (+/- 180 meters Scaled)
 TG0934
 TG0934                          SUPERSEDED SURVEY CONTROL
 TG0934
 TG0934  NGVD 29 (??/??/92)  711.716  (m)         2335.02   (f) ADJ UNCH    2 0
 TG0934
 TG0934.Superseded values are not recommended for survey control.
 TG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0934.See file dsdata.txt to determine how the superseded data were derived.
 TG0934
 TG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP577727(NAD 83)
 TG0934_MARKER: DB = BENCH MARK DISK
 TG0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0934_STAMPING: L 331 1935
 TG0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0934+STABILITY: SURFACE MOTION
 TG0934
 TG0934  HISTORY     - Date     Condition        Report By
 TG0934  HISTORY     - 1935     MONUMENTED       CGS
 TG0934  HISTORY     - 1953     GOOD             NGS
 TG0934  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG0934
 TG0934                          STATION DESCRIPTION
 TG0934
 TG0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TG0934'6.0 MI S FROM POWERS LAKE.
 TG0934'IN MOUNTRAIL COUNTY, 6.0 MILES SOUTH ALONG THE MANITOU ROAD FROM POWER
 TG0934'LAKE, BURKE COUNTY, THENCE 10.2 MILES WEST ALONG A ROAD.  AT A ROAD
 TG0934'INTERSECTION, 51 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TG0934'ROAD, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 18
 TG0934'FEET INSIDE THE RIGHT-OF-WAY FENCE, AND 1-1/2 FEET LOWER THAN THE
 TG0934'ROAD.  A STANDARD DISK, STAMPED L 331 1935 AND SET IN THE TOP OF A
 TG0934'CONCRETE POST.  NOTE-- RD REGRADED AND R/W EXTENDED.
 TG0934
 TG0934                          STATION RECOVERY (1969)
 TG0934
 TG0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0991 ***********************************************************************
 TG0991  DESIGNATION -  L 332
 TG0991  PID         -  TG0991
 TG0991  STATE/COUNTY-  ND/WILLIAMS
 TG0991  USGS QUAD   -  MC GREGOR (1974)
 TG0991
 TG0991                         *CURRENT SURVEY CONTROL
 TG0991  ___________________________________________________________________
 TG0991* NAD 83(1986)-  48 34 31.     (N)    102 55 47.     (W)     SCALED    
 TG0991* NAVD 88     -       698.899  (meters)    2292.97   (feet)  ADJUSTED  
 TG0991  ___________________________________________________________________
 TG0991  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0991  DYNAMIC HT  -         699.013 (meters)    2293.35  (feet)  COMP
 TG0991  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 TG0991
 TG0991  VERT ORDER  -  SECOND    CLASS 0
 TG0991
 TG0991.The horizontal coordinates were scaled from a topographic map and have
 TG0991.an estimated accuracy of +/- 6 seconds.
 TG0991
 TG0991.The orthometric height was determined by differential leveling
 TG0991.and adjusted by the National Geodetic Survey in June 1991..
 TG0991
 TG0991.The geoid height was determined by GEOID03.
 TG0991
 TG0991.The dynamic height is computed by dividing the NAVD 88
 TG0991.geopotential number by the normal gravity value computed on the
 TG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0991.degrees latitude (g = 980.6199 gals.).
 TG0991
 TG0991.The modeled gravity was interpolated from observed gravity values.
 TG0991
 TG0991;                    North         East    Units  Estimated Accuracy
 TG0991;SPC ND N     -   177,970.      420,740.      MT  (+/- 180 meters Scaled)
 TG0991
 TG0991                          SUPERSEDED SURVEY CONTROL
 TG0991
 TG0991  NGVD 29 (??/??/92)  698.430  (m)         2291.43   (f) ADJ UNCH    2 0
 TG0991
 TG0991.Superseded values are not recommended for survey control.
 TG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0991.See file dsdata.txt to determine how the superseded data were derived.
 TG0991
 TG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP527823(NAD 83)
 TG0991_MARKER: DB = BENCH MARK DISK
 TG0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0991_STAMPING: L 332 1935
 TG0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0991+STABILITY: SURFACE MOTION
 TG0991
 TG0991  HISTORY     - Date     Condition        Report By
 TG0991  HISTORY     - 1935     MONUMENTED       CGS
 TG0991
 TG0991                          STATION DESCRIPTION
 TG0991
 TG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0991'6.7 MI W FROM BATTLEVIEW.
 TG0991'ALONG PROPOSED STA HIWAY NO. 50 AT JUNCTION WITH STA HIWAY NO. 40. 36
 TG0991'FT SOUTH OF CENTERLINE OF T ROAD EAST, THENCE 43 FT WEST OF CENTERLINE
 TG0991'OF HIWAY.  2 FT EAST OF RIGHT OF WAY FENCE AND 2.5 FT BELOW ROAD
 TG0991'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0992 ***********************************************************************
 TG0992  DESIGNATION -  L 332 RESET
 TG0992  PID         -  TG0992
 TG0992  STATE/COUNTY-  ND/WILLIAMS
 TG0992  USGS QUAD   -  MC GREGOR (1974)
 TG0992
 TG0992                         *CURRENT SURVEY CONTROL
 TG0992  ___________________________________________________________________
 TG0992* NAD 83(1986)-  48 34 31.     (N)    102 55 47.     (W)     SCALED    
 TG0992* NAVD 88     -       698.93   (+/-2cm)    2293.1    (feet)  VERTCON   
 TG0992  ___________________________________________________________________
 TG0992  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0992
 TG0992  VERT ORDER  -  THIRD (See Below)
 TG0992
 TG0992.The horizontal coordinates were scaled from a topographic map and have
 TG0992.an estimated accuracy of +/- 6 seconds.
 TG0992
 TG0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0992.The vertical order pertains to the NGVD 29 superseded value.
 TG0992
 TG0992.The geoid height was determined by GEOID03.
 TG0992
 TG0992;                    North         East    Units  Estimated Accuracy
 TG0992;SPC ND N     -   177,970.      420,740.      MT  (+/- 180 meters Scaled)
 TG0992
 TG0992                          SUPERSEDED SURVEY CONTROL
 TG0992
 TG0992  NGVD 29 (11/04/04)  698.46   (m)         2291.5    (f) RESET       3  
 TG0992
 TG0992.Superseded values are not recommended for survey control.
 TG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0992.See file dsdata.txt to determine how the superseded data were derived.
 TG0992
 TG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP527823(NAD 83)
 TG0992_MARKER: DB = BENCH MARK DISK
 TG0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0992_STAMPING: L 332 RESET 1957
 TG0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0992+STABILITY: SURFACE MOTION
 TG0992
 TG0992  HISTORY     - Date     Condition        Report By
 TG0992  HISTORY     - 1957     MONUMENTED       CGS
 TG0992
 TG0992                          STATION DESCRIPTION
 TG0992
 TG0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TG0992'6.7 MI W FROM BATTLEVIEW.
 TG0992'IN WILLIAMS COUNTY, 6.7 MILES WEST ALONG STATE HIGHWAY 50 FROM
 TG0992'BATTLEVIEW, BURKE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 40, IN
 TG0992'THE SOUTHEAST ANGLE OF CROSSROADS, 100 FEET EAST OF THE CENTERLINE OF
 TG0992'STATE HIGHWAY 40, 79 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TG0992'ROAD, 20 FEET EAST OF AN REA POWER LINE POLE, 1.0 FOOT NORTH OF A
 TG0992'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1108 ***********************************************************************
 TG1108  DESIGNATION -  L 333
 TG1108  PID         -  TG1108
 TG1108  STATE/COUNTY-  ND/WILLIAMS
 TG1108  USGS QUAD   -  TOM BERG LAKE (1974)
 TG1108
 TG1108                         *CURRENT SURVEY CONTROL
 TG1108  ___________________________________________________________________
 TG1108* NAD 83(1986)-  48 37 06.     (N)    103 14 01.     (W)     SCALED    
 TG1108* NAVD 88     -       709.382  (meters)    2327.36   (feet)  ADJUSTED  
 TG1108  ___________________________________________________________________
 TG1108  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1108  DYNAMIC HT  -         709.499 (meters)    2327.75  (feet)  COMP
 TG1108  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 TG1108
 TG1108  VERT ORDER  -  SECOND    CLASS 0
 TG1108
 TG1108.The horizontal coordinates were scaled from a topographic map and have
 TG1108.an estimated accuracy of +/- 6 seconds.
 TG1108
 TG1108.The orthometric height was determined by differential leveling
 TG1108.and adjusted by the National Geodetic Survey in June 1991..
 TG1108
 TG1108.The geoid height was determined by GEOID03.
 TG1108
 TG1108.The dynamic height is computed by dividing the NAVD 88
 TG1108.geopotential number by the normal gravity value computed on the
 TG1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1108.degrees latitude (g = 980.6199 gals.).
 TG1108
 TG1108.The modeled gravity was interpolated from observed gravity values.
 TG1108
 TG1108;                    North         East    Units  Estimated Accuracy
 TG1108;SPC ND N     -   183,510.      398,500.      MT  (+/- 180 meters Scaled)
 TG1108
 TG1108                          SUPERSEDED SURVEY CONTROL
 TG1108
 TG1108  NGVD 29 (??/??/92)  708.899  (m)         2325.78   (f) ADJ UNCH    2 0
 TG1108
 TG1108.Superseded values are not recommended for survey control.
 TG1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1108.See file dsdata.txt to determine how the superseded data were derived.
 TG1108
 TG1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP301865(NAD 83)
 TG1108_MARKER: DB = BENCH MARK DISK
 TG1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1108_STAMPING: L 333 1935
 TG1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1108+STABILITY: SURFACE MOTION
 TG1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1108+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 TG1108
 TG1108  HISTORY     - Date     Condition        Report By
 TG1108  HISTORY     - 1935     MONUMENTED       CGS
 TG1108  HISTORY     - 1974     GOOD             USGS
 TG1108  HISTORY     - 20041019 GOOD             NDWC
 TG1108
 TG1108                          STATION DESCRIPTION
 TG1108
 TG1108'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG1108'3.15 MI SW FROM WILDROSE.
 TG1108'FROM THE POST OFFICE IN WILDROSE GO SOUTH 0.3 MI. THENCE WEST 0.25 MI.
 TG1108'TO PAVED COUNTY ROAD, THENCE SOUTH 0.6 MI. TO CROSSROADS, THENCE WEST
 TG1108'ON GRAVELED ROAD 2.0 MI. TO T-ROAD S. AND TRACK ROAD N. AND BM IN SW
 TG1108'CORNER OF T-ROAD.  BM IS 65 FT. W. AND 27 FT. S. OF T-ROAD.  A
 TG1108'STANDARD CAP SET IN A CONCRETE POST PROJECTING ABOUT 1.0 FT. ABOVE A
 TG1108'MOUND OF EARTH IN THE BORROW PIT.
 TG1108
 TG1108                          STATION RECOVERY (2004)
 TG1108
 TG1108'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1088 ***********************************************************************
 TF1088  DESIGNATION -  L 334
 TF1088  PID         -  TF1088
 TF1088  STATE/COUNTY-  ND/WARD
 TF1088  USGS QUAD   -  DEERING SE (1949)
 TF1088
 TF1088                         *CURRENT SURVEY CONTROL
 TF1088  ___________________________________________________________________
 TF1088* NAD 83(1986)-  48 22 17.     (N)    101 03 37.     (W)     SCALED    
 TF1088* NAVD 88     -       476.014  (meters)    1561.72   (feet)  ADJUSTED  
 TF1088  ___________________________________________________________________
 TF1088  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 TF1088  DYNAMIC HT  -         476.109 (meters)    1562.03  (feet)  COMP
 TF1088  MODELED GRAV-     980,796.0   (mgal)                       NAVD 88
 TF1088
 TF1088  VERT ORDER  -  SECOND    CLASS 0
 TF1088
 TF1088.The horizontal coordinates were scaled from a topographic map and have
 TF1088.an estimated accuracy of +/- 6 seconds.
 TF1088
 TF1088.The orthometric height was determined by differential leveling
 TF1088.and adjusted by the National Geodetic Survey in June 1991..
 TF1088
 TF1088.The geoid height was determined by GEOID03.
 TF1088
 TF1088.The dynamic height is computed by dividing the NAVD 88
 TF1088.geopotential number by the normal gravity value computed on the
 TF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1088.degrees latitude (g = 980.6199 gals.).
 TF1088
 TF1088.The modeled gravity was interpolated from observed gravity values.
 TF1088
 TF1088;                    North         East    Units  Estimated Accuracy
 TF1088;SPC ND N     -   152,630.      558,490.      MT  (+/- 180 meters Scaled)
 TF1088
 TF1088                          SUPERSEDED SURVEY CONTROL
 TF1088
 TF1088  NGVD 29 (??/??/92)  475.640  (m)         1560.50   (f) ADJ UNCH    2 0
 TF1088
 TF1088.Superseded values are not recommended for survey control.
 TF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1088.See file dsdata.txt to determine how the superseded data were derived.
 TF1088
 TF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU474596(NAD 83)
 TF1088_MARKER: DB = BENCH MARK DISK
 TF1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1088_STAMPING: L-334 1935
 TF1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1088+STABILITY: SURFACE MOTION
 TF1088
 TF1088  HISTORY     - Date     Condition        Report By
 TF1088  HISTORY     - 1935     MONUMENTED       CGS
 TF1088
 TF1088                          STATION DESCRIPTION
 TF1088
 TF1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1088'2.3 MI S FROM DEERING.
 TF1088'2.3 MILES SOUTH OF DEPOT AT ALONG ROAD, 0.5 MILES WEST, THENCE 1.8
 TF1088'MILES SOUTH OF DEERING.  AT JUNCTION WITH EAST-WEST TOWNSHIP LINE
 TF1088'ROAD.  SET IN POST, 36 FT WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 36
 TF1088'FT NORTH OF CENTERLINE OF EAST-WEST ROAD AND 3 FT NORTH OF EDGE OF
 TF1088'CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0960 ***********************************************************************
 TF0960  DESIGNATION -  L 335
 TF0960  PID         -  TF0960
 TF0960  STATE/COUNTY-  ND/RENVILLE
 TF0960  USGS QUAD   -  BURLINGTON NE (1979)
 TF0960
 TF0960                         *CURRENT SURVEY CONTROL
 TF0960  ___________________________________________________________________
 TF0960* NAD 83(1986)-  48 27 32.     (N)    101 20 33.     (W)     SCALED    
 TF0960* NAVD 88     -       496.041  (meters)    1627.43   (feet)  ADJUSTED  
 TF0960  ___________________________________________________________________
 TF0960  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 TF0960  DYNAMIC HT  -         496.136 (meters)    1627.74  (feet)  COMP
 TF0960  MODELED GRAV-     980,787.2   (mgal)                       NAVD 88
 TF0960
 TF0960  VERT ORDER  -  SECOND    CLASS 0
 TF0960
 TF0960.The horizontal coordinates were scaled from a topographic map and have
 TF0960.an estimated accuracy of +/- 6 seconds.
 TF0960
 TF0960.The orthometric height was determined by differential leveling
 TF0960.and adjusted by the National Geodetic Survey in June 1991..
 TF0960
 TF0960.The geoid height was determined by GEOID03.
 TF0960
 TF0960.The dynamic height is computed by dividing the NAVD 88
 TF0960.geopotential number by the normal gravity value computed on the
 TF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0960.degrees latitude (g = 980.6199 gals.).
 TF0960
 TF0960.The modeled gravity was interpolated from observed gravity values.
 TF0960
 TF0960;                    North         East    Units  Estimated Accuracy
 TF0960;SPC ND N     -   162,550.      537,690.      MT  (+/- 180 meters Scaled)
 TF0960
 TF0960                          SUPERSEDED SURVEY CONTROL
 TF0960
 TF0960  NGVD 29 (??/??/92)  495.671  (m)         1626.21   (f) ADJ UNCH    2 0
 TF0960
 TF0960.Superseded values are not recommended for survey control.
 TF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0960.See file dsdata.txt to determine how the superseded data were derived.
 TF0960
 TF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU268699(NAD 83)
 TF0960_MARKER: DB = BENCH MARK DISK
 TF0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0960_STAMPING: L-335 1935
 TF0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0960+STABILITY: SURFACE MOTION
 TF0960
 TF0960  HISTORY     - Date     Condition        Report By
 TF0960  HISTORY     - 1935     MONUMENTED       CGS
 TF0960
 TF0960                          STATION DESCRIPTION
 TF0960
 TF0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0960'9.8 MI SW FROM FORFAR.
 TF0960'ALONG ROAD, 7.8 MILES SOUTH, THENCE 2 MILES WEST OF RAILROAD CROSSING
 TF0960'AT FORFAR.  AT CROSS ROAD.  SET IN POST, 48 FEET NORTH OF CENTERLINE
 TF0960'OF MAIN ROAD, 30 FEET WEST OF CENTERLINE OF CROSS ROAD, LEVEL WITH
 TF0960'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1545 ***********************************************************************
 TF1545  DESIGNATION -  L 337
 TF1545  PID         -  TF1545
 TF1545  STATE/COUNTY-  ND/WARD
 TF1545  USGS QUAD   -  TOLLEY SE (1949)
 TF1545
 TF1545                         *CURRENT SURVEY CONTROL
 TF1545  ___________________________________________________________________
 TF1545* NAD 83(1986)-  48 35 24.     (N)    101 51 53.     (W)     SCALED    
 TF1545* NAVD 88     -       580.573  (meters)    1904.76   (feet)  ADJUSTED  
 TF1545  ___________________________________________________________________
 TF1545  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 TF1545  DYNAMIC HT  -         580.684 (meters)    1905.13  (feet)  COMP
 TF1545  MODELED GRAV-     980,782.9   (mgal)                       NAVD 88
 TF1545
 TF1545  VERT ORDER  -  SECOND    CLASS 0
 TF1545
 TF1545.The horizontal coordinates were scaled from a topographic map and have
 TF1545.an estimated accuracy of +/- 6 seconds.
 TF1545
 TF1545.The orthometric height was determined by differential leveling
 TF1545.and adjusted by the National Geodetic Survey in June 1991..
 TF1545
 TF1545.The geoid height was determined by GEOID03.
 TF1545
 TF1545.The dynamic height is computed by dividing the NAVD 88
 TF1545.geopotential number by the normal gravity value computed on the
 TF1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1545.degrees latitude (g = 980.6199 gals.).
 TF1545
 TF1545.The modeled gravity was interpolated from observed gravity values.
 TF1545
 TF1545;                    North         East    Units  Estimated Accuracy
 TF1545;SPC ND N     -   177,680.      499,330.      MT  (+/- 180 meters Scaled)
 TF1545
 TF1545                          SUPERSEDED SURVEY CONTROL
 TF1545
 TF1545  NGVD 29 (??/??/92)  580.18   (m)         1903.5    (f) COMPUTED    2 0
 TF1545
 TF1545.Superseded values are not recommended for survey control.
 TF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1545.See file dsdata.txt to determine how the superseded data were derived.
 TF1545
 TF1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU887858(NAD 83)
 TF1545_MARKER: DB = BENCH MARK DISK
 TF1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1545_STAMPING: L 337 1935
 TF1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1545+STABILITY: SURFACE MOTION
 TF1545
 TF1545  HISTORY     - Date     Condition        Report By
 TF1545  HISTORY     - 1935     MONUMENTED       CGS
 TF1545  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1545
 TF1545                          STATION DESCRIPTION
 TF1545
 TF1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1545'6.1 MI NE FROM DONNYBROOK.
 TF1545'1.6 MILES NORTH ALONG A ROAD FROM THE SOO LINE RAILROAD STATION AT
 TF1545'DONNYBROOK, WARD COUNTY, 0.5 MILE EAST AND 4.0 MILES NORTH ALONG
 TF1545'ROADS.  AT A ROAD INTERSECTION, 45 FEET EAST OF THE CENTERLINE OF THE
 TF1545'NORTH-AND-SOUTH ROAD, AND 36 FEET NORTH OF THE CENTERLINE OF THE
 TF1545'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED L 337 1935 AND SET IN
 TF1545'THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK MAY BE REACHED
 TF1545'FROM THE SOO LINE RAILROAD STATION AT GREENE, BY GOING 5.2 MILES SOUTH
 TF1545'ALONG STATE HIGHWAY 28, 7.0 MILES WEST ALONG A ROAD.  NOTE-- IT IS
 TF1545'BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0290 ***********************************************************************
 TG0290  DESIGNATION -  L 338 RESET
 TG0290  PID         -  TG0290
 TG0290  STATE/COUNTY-  ND/WARD
 TG0290  USGS QUAD   -  BOWBELLS SE (1949)
 TG0290
 TG0290                         *CURRENT SURVEY CONTROL
 TG0290  ___________________________________________________________________
 TG0290* NAD 83(1986)-  48 48 25.     (N)    102 06 34.     (W)     SCALED    
 TG0290* NAVD 88     -       580.823  (meters)    1905.58   (feet)  ADJUSTED  
 TG0290  ___________________________________________________________________
 TG0290  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG0290  DYNAMIC HT  -         580.944 (meters)    1905.98  (feet)  COMP
 TG0290  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TG0290
 TG0290  VERT ORDER  -  SECOND    CLASS 0
 TG0290
 TG0290.The horizontal coordinates were scaled from a topographic map and have
 TG0290.an estimated accuracy of +/- 6 seconds.
 TG0290
 TG0290.The orthometric height was determined by differential leveling
 TG0290.and adjusted by the National Geodetic Survey in June 1991..
 TG0290
 TG0290.The geoid height was determined by GEOID03.
 TG0290
 TG0290.The dynamic height is computed by dividing the NAVD 88
 TG0290.geopotential number by the normal gravity value computed on the
 TG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0290.degrees latitude (g = 980.6199 gals.).
 TG0290
 TG0290.The modeled gravity was interpolated from observed gravity values.
 TG0290
 TG0290;                    North         East    Units  Estimated Accuracy
 TG0290;SPC ND N     -   202,140.      481,790.      MT  (+/- 180 meters Scaled)
 TG0290
 TG0290                          SUPERSEDED SURVEY CONTROL
 TG0290
 TG0290  NGVD 29 (??/??/92)  580.419  (m)         1904.26   (f) ADJ UNCH    2 0
 TG0290
 TG0290.Superseded values are not recommended for survey control.
 TG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0290.See file dsdata.txt to determine how the superseded data were derived.
 TG0290
 TG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ122100(NAD 83)
 TG0290_MARKER: DB = BENCH MARK DISK
 TG0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0290_STAMPING: L 338 1935 RESET 1955
 TG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0290+STABILITY: SURFACE MOTION
 TG0290
 TG0290  HISTORY     - Date     Condition        Report By
 TG0290  HISTORY     - 1955     MONUMENTED       CGS
 TG0290  HISTORY     - 1963     GOOD             NGS
 TG0290  HISTORY     - 1983     GOOD             NGS
 TG0290
 TG0290                          STATION DESCRIPTION
 TG0290
 TG0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0290'6.6 MI E FROM BOWBELLS.
 TG0290'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0290'RAILROAD STATION AT BOWBELLS, THENCE 6.0 MILES EAST ALONG U.S. HIGHWAY
 TG0290'52 AND STATE HIGHWAY 5, IN SECTION 33, T 162 N, R 88 W, 89 FEET
 TG0290'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 75 FEET SOUTH OF THE
 TG0290'CENTER LINE OF THE HIGHWAY, 48 FEET WEST OF THE CENTER LINE OF THE
 TG0290'CROSS ROAD, 0.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG0290'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 3-INCHES BELOW THE
 TG0290'GROUND.
 TG0290
 TG0290                          STATION RECOVERY (1983)
 TG0290
 TG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0290'THIS MARK IS DESTINED TO BE DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1728 ***********************************************************************
 TG1728  DESIGNATION -  L 338 RESET
 TG1728  PID         -  TG1728
 TG1728  STATE/COUNTY-  ND/WARD
 TG1728  USGS QUAD   -  BOWBELLS SE (1949)
 TG1728
 TG1728                         *CURRENT SURVEY CONTROL
 TG1728  ___________________________________________________________________
 TG1728* NAD 83(1986)-  48 48 25.     (N)    102 06 34.     (W)     SCALED    
 TG1728* NAVD 88     -       582.59   (meters)    1911.4    (feet)  RESET     
 TG1728  ___________________________________________________________________
 TG1728  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG1728
 TG1728  VERT ORDER  -  THIRD
 TG1728
 TG1728.The horizontal coordinates were scaled from a topographic map and have
 TG1728.an estimated accuracy of +/- 6 seconds.
 TG1728
 TG1728.The orthometric height was computed from unverified reset data.
 TG1728.No vertical observational check was made to the station.
 TG1728
 TG1728.The geoid height was determined by GEOID03.
 TG1728
 TG1728;                    North         East    Units  Estimated Accuracy
 TG1728;SPC ND N     -   202,140.      481,790.      MT  (+/- 180 meters Scaled)
 TG1728
 TG1728                          SUPERSEDED SURVEY CONTROL
 TG1728
 TG1728  NGVD 29 (11/04/04)  582.19   (m)         1910.1    (f) RESET       3  
 TG1728
 TG1728.Superseded values are not recommended for survey control.
 TG1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1728.See file dsdata.txt to determine how the superseded data were derived.
 TG1728
 TG1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ122100(NAD 83)
 TG1728_MARKER: DB = BENCH MARK DISK
 TG1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1728_STAMPING: L 338 RESET 1983
 TG1728_PROJECTION: PROJECTING 15 CENTIMETERS
 TG1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1728+STABILITY: SURFACE MOTION
 TG1728
 TG1728  HISTORY     - Date     Condition        Report By
 TG1728  HISTORY     - 1983     MONUMENTED       NGS
 TG1728
 TG1728                          STATION DESCRIPTION
 TG1728
 TG1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 TG1728'10.6 KM (6.55 MI) EAST FROM BOWBELLS.
 TG1728'0.9 KM (0.55 MI) NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE
 TG1728'IN BOWBELLS, THENCE 9.7 KM (6.0 MI) EAST ALONG HIGHWAY 52, 32.8 METERS
 TG1728'(107.5 FEET) EAST-NORTHEAST OF A POWER POLE, AND 30.5 METERS
 TG1728'(100.0 FEET) SOUTH OF THE CENTER OF THE HIGHWAY.
 TG1728'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0637 ***********************************************************************
 TF0637  DESIGNATION -  L 339 RESET
 TF0637  PID         -  TF0637
 TF0637  STATE/COUNTY-  ND/BOTTINEAU
 TF0637  USGS QUAD   -  WESTHOPE SW (1949)
 TF0637
 TF0637                         *CURRENT SURVEY CONTROL
 TF0637  ___________________________________________________________________
 TF0637* NAD 83(1986)-  48 45 46.     (N)    101 14 03.     (W)     SCALED    
 TF0637* NAVD 88     -       462.99   (+/-2cm)    1519.0    (feet)  VERTCON   
 TF0637  ___________________________________________________________________
 TF0637  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0637
 TF0637  VERT ORDER  -  THIRD (See Below)
 TF0637
 TF0637.The horizontal coordinates were scaled from a topographic map and have
 TF0637.an estimated accuracy of +/- 6 seconds.
 TF0637
 TF0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0637.The vertical order pertains to the NGVD 29 superseded value.
 TF0637
 TF0637.The geoid height was determined by GEOID03.
 TF0637
 TF0637;                    North         East    Units  Estimated Accuracy
 TF0637;SPC ND N     -   196,250.      546,030.      MT  (+/- 180 meters Scaled)
 TF0637
 TF0637                          SUPERSEDED SURVEY CONTROL
 TF0637
 TF0637  NGVD 29 (11/04/04)  462.64   (m)         1517.8    (f) RESET       3  
 TF0637
 TF0637.Superseded values are not recommended for survey control.
 TF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0637.See file dsdata.txt to determine how the superseded data were derived.
 TF0637
 TF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV358034(NAD 83)
 TF0637_MARKER: DB = BENCH MARK DISK
 TF0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0637_STAMPING: L 339 RESET 1950
 TF0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0637+STABILITY: SURFACE MOTION
 TF0637
 TF0637  HISTORY     - Date     Condition        Report By
 TF0637  HISTORY     - 1950     MONUMENTED       NDHD
 TF0637  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0637
 TF0637                          STATION DESCRIPTION
 TF0637
 TF0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0637'12.8 MI E FROM MOHALL.
 TF0637'IN BOTTINEAU COUNTY, 12.8 MILES EAST ALONG STATE HIGHWAY 5 AND U.S.
 TF0637'HIGHWAY 83 FROM THE CITY WATER TOWER AT MOHALL, RENVILLE COUNTY, AT
 TF0637'THE INTERSECTION OF A SECTION-LINE ROAD, 95 FEET EAST AND 100 FEET
 TF0637'SOUTH OF THE NORTHWEST CORNER OF SECTION 19, T. 161 N., R. 81 W.  A
 TF0637'STANDARD DISK, STAMPED L 339 RESET 1950 AND SET IN THE TOP OF A
 TF0637'CONCRETE POST.  NOTE-- THE MARK WAS DUG AND PRODED FOR AND IT IS
 TF0637'BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0514 ***********************************************************************
 RP0514  DESIGNATION -  L 34
 RP0514  PID         -  RP0514
 RP0514  STATE/COUNTY-  ND/SARGENT
 RP0514  USGS QUAD   -  COGSWELL (1957)
 RP0514
 RP0514                         *CURRENT SURVEY CONTROL
 RP0514  ___________________________________________________________________
 RP0514* NAD 83(1986)-  46 02 41.     (N)    097 46 42.     (W)     SCALED    
 RP0514* NAVD 88     -       395.785  (meters)    1298.50   (feet)  ADJUSTED  
 RP0514  ___________________________________________________________________
 RP0514  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 RP0514  DYNAMIC HT  -         395.775 (meters)    1298.47  (feet)  COMP
 RP0514  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 RP0514
 RP0514  VERT ORDER  -  SECOND    CLASS 0
 RP0514
 RP0514.The horizontal coordinates were scaled from a topographic map and have
 RP0514.an estimated accuracy of +/- 6 seconds.
 RP0514
 RP0514.The orthometric height was determined by differential leveling
 RP0514.and adjusted by the National Geodetic Survey in June 1991..
 RP0514
 RP0514.The geoid height was determined by GEOID03.
 RP0514
 RP0514.The dynamic height is computed by dividing the NAVD 88
 RP0514.geopotential number by the normal gravity value computed on the
 RP0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0514.degrees latitude (g = 980.6199 gals.).
 RP0514
 RP0514.The modeled gravity was interpolated from observed gravity values.
 RP0514
 RP0514;                    North         East    Units  Estimated Accuracy
 RP0514;SPC ND S     -    45,670.      810,620.      MT  (+/- 180 meters Scaled)
 RP0514
 RP0514                          SUPERSEDED SURVEY CONTROL
 RP0514
 RP0514  NGVD 29 (??/??/92)  395.482  (m)         1297.51   (f) ADJ UNCH    2 0
 RP0514
 RP0514.Superseded values are not recommended for survey control.
 RP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0514.See file dsdata.txt to determine how the superseded data were derived.
 RP0514
 RP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR945997(NAD 83)
 RP0514_MARKER: DB = BENCH MARK DISK
 RP0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0514_STAMPING: L-34 1934
 RP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0514+STABILITY: SURFACE MOTION
 RP0514
 RP0514  HISTORY     - Date     Condition        Report By
 RP0514  HISTORY     - 1934     MONUMENTED       CGS
 RP0514  HISTORY     - 1957     MARK NOT FOUND   LOCENG
 RP0514
 RP0514                          STATION DESCRIPTION
 RP0514
 RP0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0514'5.9 MI E FROM STRAUBVILLE.
 RP0514'5.9 MILES EAST OF STATION AT.  ALONG THE GREAT NORTHERN RAILROAD, 8
 RP0514'POLES EAST OF MILEPOST NO. 13.  AT CHICAGO, MILWAUKEE, ST PAUL AND
 RP0514'PACIFIC RAILROAD CROSSING, 35 FEET EAST OF CENTERLINE OF C M ST P AND
 RP0514'PACIFIC TRACK.  30 FEET SOUTH OF THE CENTERLINE OF THE GREAT NORTHERN
 RP0514'TRACK, 45 FEET WEST OF THE CENTERLINE OF THE PUBLIC ROAD CROSSING AND
 RP0514'3 FEET BELOW LEVEL OF THE TRACK.
 RP0514
 RP0514                          STATION RECOVERY (1957)
 RP0514
 RP0514'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 RP0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0515 ***********************************************************************
 RP0515  DESIGNATION -  L 34 RESET
 RP0515  PID         -  RP0515
 RP0515  STATE/COUNTY-  ND/SARGENT
 RP0515  USGS QUAD   -  COGSWELL (1957)
 RP0515
 RP0515                         *CURRENT SURVEY CONTROL
 RP0515  ___________________________________________________________________
 RP0515* NAD 83(1986)-  46 02 41.     (N)    097 46 42.     (W)     SCALED    
 RP0515* NAVD 88     -       395.86   (+/-2cm)    1298.8    (feet)  VERTCON   
 RP0515  ___________________________________________________________________
 RP0515  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 RP0515
 RP0515  VERT ORDER  -  THIRD (See Below)
 RP0515
 RP0515.The horizontal coordinates were scaled from a topographic map and have
 RP0515.an estimated accuracy of +/- 6 seconds.
 RP0515
 RP0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0515.The vertical order pertains to the NGVD 29 superseded value.
 RP0515
 RP0515.The geoid height was determined by GEOID03.
 RP0515
 RP0515;                    North         East    Units  Estimated Accuracy
 RP0515;SPC ND S     -    45,670.      810,620.      MT  (+/- 180 meters Scaled)
 RP0515
 RP0515                          SUPERSEDED SURVEY CONTROL
 RP0515
 RP0515  NGVD 29 (11/04/04)  395.55   (m)         1297.7    (f) RESET       3  
 RP0515
 RP0515.Superseded values are not recommended for survey control.
 RP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0515.See file dsdata.txt to determine how the superseded data were derived.
 RP0515
 RP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR945997(NAD 83)
 RP0515_MARKER: DB = BENCH MARK DISK
 RP0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0515_STAMPING: L 34 1934
 RP0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0515+STABILITY: SURFACE MOTION
 RP0515
 RP0515  HISTORY     - Date     Condition        Report By
 RP0515  HISTORY     - 1957     MONUMENTED       NDHD
 RP0515  HISTORY     - 1957     GOOD             NDHD
 RP0515
 RP0515                          STATION DESCRIPTION
 RP0515
 RP0515'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1957
 RP0515'5.9 MI E FROM STRAUBVILLE.
 RP0515'5.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM STRAUBVILLE, AT
 RP0515'THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 RP0515'AT A PUBLIC ROAD CROSSING, 112 FEET WEST OF THE ORIGINAL SITE OF THE
 RP0515'MARK, 47 FEET SOUTH OF THE GREAT NORTHERN RAILROAD AND 4 FEET NORTH OF
 RP0515'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1488 ***********************************************************************
 TF1488  DESIGNATION -  L 340
 TF1488  PID         -  TF1488
 TF1488  STATE/COUNTY-  ND/RENVILLE
 TF1488  USGS QUAD   -  MOHALL SW (1971)
 TF1488
 TF1488                         *CURRENT SURVEY CONTROL
 TF1488  ___________________________________________________________________
 TF1488* NAD 83(1986)-  48 46 41.     (N)    101 37 41.     (W)     SCALED    
 TF1488* NAVD 88     -       516.961  (meters)    1696.06   (feet)  POSTED    
 TF1488  ___________________________________________________________________
 TF1488  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 TF1488  DYNAMIC HT  -         517.070 (meters)    1696.42  (feet)  COMP
 TF1488  MODELED GRAV-     980,807.4   (mgal)                       NAVD 88
 TF1488
 TF1488  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TF1488
 TF1488.The horizontal coordinates were scaled from a topographic map and have
 TF1488.an estimated accuracy of +/- 6 seconds.
 TF1488
 TF1488.The orthometric height was determined by differential leveling
 TF1488.and adjusted by the National Geodetic Survey in 1992..
 TF1488.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TF1488.rate of 2.1 thru 3.0 mm/km.
 TF1488
 TF1488.The geoid height was determined by GEOID03.
 TF1488
 TF1488.The dynamic height is computed by dividing the NAVD 88
 TF1488.geopotential number by the normal gravity value computed on the
 TF1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1488.degrees latitude (g = 980.6199 gals.).
 TF1488
 TF1488.The modeled gravity was interpolated from observed gravity values.
 TF1488
 TF1488;                    North         East    Units  Estimated Accuracy
 TF1488;SPC ND N     -   198,300.      517,090.      MT  (+/- 180 meters Scaled)
 TF1488
 TF1488                          SUPERSEDED SURVEY CONTROL
 TF1488
 TF1488  NGVD 29 (??/??/92)  516.607  (m)         1694.90   (f) ADJ UNCH    2 0
 TF1488
 TF1488.Superseded values are not recommended for survey control.
 TF1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1488.See file dsdata.txt to determine how the superseded data were derived.
 TF1488
 TF1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV069061(NAD 83)
 TF1488_MARKER: DB = BENCH MARK DISK
 TF1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1488_STAMPING: L-340 1935
 TF1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1488+STABILITY: SURFACE MOTION
 TF1488
 TF1488  HISTORY     - Date     Condition        Report By
 TF1488  HISTORY     - 1935     MONUMENTED       CGS
 TF1488  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1488
 TF1488                          STATION DESCRIPTION
 TF1488
 TF1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1488'6.5 MI NW FROM MOHALL.
 TF1488'5.5 MILES WEST, 1.0 MILES NORTH MOHALL WATER TOWER ALONG THE SHERWOOD
 TF1488'ROAD (STATE ROUTE NO. 28) TO A CROSS ROAD 5.2 MILES WEST AND 1 MILE
 TF1488'NORTH OF THE GREAT NORTHERN RAILROAD AT MOHALL.  SET IN POST IN THE
 TF1488'NORTHWEST QUARTER OF THE INTERSECITON, 70 FEET NORTH OF THE CENTERLINE
 TF1488'OF THE EAST-WEST ROAD, 40 FEET WEST OF THE CENTERLINE OF THE SHERWOOD
 TF1488'ROAD, 4 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET BELOW ROAD LEVEL.
 TF1488
 TF1488                          STATION RECOVERY (1963)
 TF1488
 TF1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1489 ***********************************************************************
 TF1489  DESIGNATION -  L 340 RESET
 TF1489  PID         -  TF1489
 TF1489  STATE/COUNTY-  ND/RENVILLE
 TF1489  USGS QUAD   -  MOHALL SW (1971)
 TF1489
 TF1489                         *CURRENT SURVEY CONTROL
 TF1489  ___________________________________________________________________
 TF1489* NAD 83(1986)-  48 46 42.     (N)    101 37 40.     (W)     SCALED    
 TF1489* NAVD 88     -       517.303  (meters)    1697.18   (feet)  ADJUSTED  
 TF1489  ___________________________________________________________________
 TF1489  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 TF1489  DYNAMIC HT  -         517.413 (meters)    1697.55  (feet)  COMP
 TF1489  MODELED GRAV-     980,807.4   (mgal)                       NAVD 88
 TF1489
 TF1489  VERT ORDER  -  SECOND    CLASS 0
 TF1489
 TF1489.The horizontal coordinates were scaled from a topographic map and have
 TF1489.an estimated accuracy of +/- 6 seconds.
 TF1489
 TF1489.The orthometric height was determined by differential leveling
 TF1489.and adjusted by the National Geodetic Survey in June 1991..
 TF1489
 TF1489.The geoid height was determined by GEOID03.
 TF1489
 TF1489.The dynamic height is computed by dividing the NAVD 88
 TF1489.geopotential number by the normal gravity value computed on the
 TF1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1489.degrees latitude (g = 980.6199 gals.).
 TF1489
 TF1489.The modeled gravity was interpolated from observed gravity values.
 TF1489
 TF1489;                    North         East    Units  Estimated Accuracy
 TF1489;SPC ND N     -   198,330.      517,120.      MT  (+/- 180 meters Scaled)
 TF1489
 TF1489                          SUPERSEDED SURVEY CONTROL
 TF1489
 TF1489  NGVD 29 (??/??/92)  516.929  (m)         1695.96   (f) ADJ UNCH    2 0
 TF1489
 TF1489.Superseded values are not recommended for survey control.
 TF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1489.See file dsdata.txt to determine how the superseded data were derived.
 TF1489
 TF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV069061(NAD 83)
 TF1489_MARKER: DB = BENCH MARK DISK
 TF1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1489_STAMPING: L 340 RESET 1962
 TF1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1489+STABILITY: SURFACE MOTION
 TF1489
 TF1489  HISTORY     - Date     Condition        Report By
 TF1489  HISTORY     - 1962     MONUMENTED       CGS
 TF1489  HISTORY     - 1963     GOOD             NGS
 TF1489
 TF1489                          STATION DESCRIPTION
 TF1489
 TF1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1489'6.45 MI W FROM MOHALL.
 TF1489'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1489'MOHALL, THENCE 1.0 MILE NORTH ALONG COUNTY ROAD 28, IN SECTION 12, T
 TF1489'161 N, R 85 W, 104 FEET WEST-NORTHWEST OF THE CENTER OF A ROAD
 TF1489'INTERSECTION 99 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 30
 TF1489'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 83 1/2 FEET NORTH OF A
 TF1489'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 55 FEET EAST OF
 TF1489'A POWER POLE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 TF1489'WITH THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1489'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1665 ***********************************************************************
 TF1665  DESIGNATION -  L 341
 TF1665  PID         -  TF1665
 TF1665  STATE/COUNTY-  ND/RENVILLE
 TF1665  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF1665
 TF1665                         *CURRENT SURVEY CONTROL
 TF1665  ___________________________________________________________________
 TF1665* NAD 83(1986)-  48 56 14.     (N)    101 58 39.     (W)     SCALED    
 TF1665* NAVD 88     -       553.280  (meters)    1815.22   (feet)  ADJUSTED  
 TF1665  ___________________________________________________________________
 TF1665  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 TF1665  DYNAMIC HT  -         553.403 (meters)    1815.62  (feet)  COMP
 TF1665  MODELED GRAV-     980,815.2   (mgal)                       NAVD 88
 TF1665
 TF1665  VERT ORDER  -  SECOND    CLASS 0
 TF1665
 TF1665.The horizontal coordinates were scaled from a topographic map and have
 TF1665.an estimated accuracy of +/- 6 seconds.
 TF1665
 TF1665.The orthometric height was determined by differential leveling
 TF1665.and adjusted by the National Geodetic Survey in June 1991..
 TF1665
 TF1665.The geoid height was determined by GEOID03.
 TF1665
 TF1665.The dynamic height is computed by dividing the NAVD 88
 TF1665.geopotential number by the normal gravity value computed on the
 TF1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1665.degrees latitude (g = 980.6199 gals.).
 TF1665
 TF1665.The modeled gravity was interpolated from observed gravity values.
 TF1665
 TF1665;                    North         East    Units  Estimated Accuracy
 TF1665;SPC ND N     -   216,440.      491,750.      MT  (+/- 180 meters Scaled)
 TF1665
 TF1665                          SUPERSEDED SURVEY CONTROL
 TF1665
 TF1665  NGVD 29 (??/??/92)  552.895  (m)         1813.96   (f) ADJ UNCH    2 0
 TF1665
 TF1665.Superseded values are not recommended for survey control.
 TF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1665.See file dsdata.txt to determine how the superseded data were derived.
 TF1665
 TF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV819247(NAD 83)
 TF1665_MARKER: DB = BENCH MARK DISK
 TF1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1665_STAMPING: L 341 1935
 TF1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1665+STABILITY: SURFACE MOTION
 TF1665
 TF1665  HISTORY     - Date     Condition        Report By
 TF1665  HISTORY     - 1935     MONUMENTED       CGS
 TF1665
 TF1665                          STATION DESCRIPTION
 TF1665
 TF1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1665'14.5 MI N FROM NORMA.
 TF1665'14.5 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TF1665'STATION AT NORMA, RENVILLE COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 TF1665'INTERSECTION, 32 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1665'ROAD, 30 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 3
 TF1665'FEET SOUTHEAST OF A POLE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TF1665'STAMPED L 341 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0786 ***********************************************************************
 TF0786  DESIGNATION -  L 342
 TF0786  PID         -  TF0786
 TF0786  STATE/COUNTY-  ND/BOTTINEAU
 TF0786  USGS QUAD   -  MAXBASS (1949)
 TF0786
 TF0786                         *CURRENT SURVEY CONTROL
 TF0786  ___________________________________________________________________
 TF0786* NAD 83(1986)-  48 40 32.     (N)    101 08 48.     (W)     SCALED    
 TF0786* NAVD 88     -       458.815  (meters)    1505.30   (feet)  ADJUSTED  
 TF0786  ___________________________________________________________________
 TF0786  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0786  DYNAMIC HT  -         458.912 (meters)    1505.61  (feet)  COMP
 TF0786  MODELED GRAV-     980,806.7   (mgal)                       NAVD 88
 TF0786
 TF0786  VERT ORDER  -  SECOND    CLASS 0
 TF0786
 TF0786.The horizontal coordinates were scaled from a topographic map and have
 TF0786.an estimated accuracy of +/- 6 seconds.
 TF0786
 TF0786.The orthometric height was determined by differential leveling
 TF0786.and adjusted by the National Geodetic Survey in June 1991..
 TF0786
 TF0786.The geoid height was determined by GEOID03.
 TF0786
 TF0786.The dynamic height is computed by dividing the NAVD 88
 TF0786.geopotential number by the normal gravity value computed on the
 TF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0786.degrees latitude (g = 980.6199 gals.).
 TF0786
 TF0786.The modeled gravity was interpolated from observed gravity values.
 TF0786
 TF0786;                    North         East    Units  Estimated Accuracy
 TF0786;SPC ND N     -   186,500.      552,380.      MT  (+/- 180 meters Scaled)
 TF0786
 TF0786                          SUPERSEDED SURVEY CONTROL
 TF0786
 TF0786  NGVD 29 (??/??/92)  458.454  (m)         1504.11   (f) ADJ UNCH    2 0
 TF0786
 TF0786.Superseded values are not recommended for survey control.
 TF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0786.See file dsdata.txt to determine how the superseded data were derived.
 TF0786
 TF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU419936(NAD 83)
 TF0786_MARKER: DB = BENCH MARK DISK
 TF0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0786_STAMPING: L 342 1935
 TF0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0786+STABILITY: SURFACE MOTION
 TF0786
 TF0786  HISTORY     - Date     Condition        Report By
 TF0786  HISTORY     - 1935     MONUMENTED       CGS
 TF0786  HISTORY     - 1940     GOOD             NGS
 TF0786
 TF0786                          STATION DESCRIPTION
 TF0786
 TF0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0786'3.1 MI S FROM MAXBASS.
 TF0786'3.1 MILES SOUTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION
 TF0786'AT MAXBASS, BOTTINEAU COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 TF0786'INTERSECTION, 26 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF0786'ROAD, 17 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 4
 TF0786'FEET NORTHWEST OF A POWER LINE POLE, 3 FEET WEST OF THE FENCE, 1 FOOT
 TF0786'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE
 TF0786'ROAD.  A STANDARD DISK, STAMPED L 342 1935 AND SET IN THE TOP OF A
 TF0786'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1483 ***********************************************************************
 TF1483  DESIGNATION -  L 343
 TF1483  PID         -  TF1483
 TF1483  STATE/COUNTY-  ND/RENVILLE
 TF1483  USGS QUAD   -  GRANO NE (1949)
 TF1483
 TF1483                         *CURRENT SURVEY CONTROL
 TF1483  ___________________________________________________________________
 TF1483* NAD 83(1986)-  48 40 34.     (N)    101 31 01.     (W)     SCALED    
 TF1483* NAVD 88     -       499.799  (meters)    1639.76   (feet)  ADJUSTED  
 TF1483  ___________________________________________________________________
 TF1483  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF1483  DYNAMIC HT  -         499.902 (meters)    1640.10  (feet)  COMP
 TF1483  MODELED GRAV-     980,800.7   (mgal)                       NAVD 88
 TF1483
 TF1483  VERT ORDER  -  SECOND    CLASS 0
 TF1483
 TF1483.The horizontal coordinates were scaled from a topographic map and have
 TF1483.an estimated accuracy of +/- 6 seconds.
 TF1483
 TF1483.The orthometric height was determined by differential leveling
 TF1483.and adjusted by the National Geodetic Survey in June 1991..
 TF1483
 TF1483.The geoid height was determined by GEOID03.
 TF1483
 TF1483.The dynamic height is computed by dividing the NAVD 88
 TF1483.geopotential number by the normal gravity value computed on the
 TF1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1483.degrees latitude (g = 980.6199 gals.).
 TF1483
 TF1483.The modeled gravity was interpolated from observed gravity values.
 TF1483
 TF1483;                    North         East    Units  Estimated Accuracy
 TF1483;SPC ND N     -   186,850.      525,110.      MT  (+/- 180 meters Scaled)
 TF1483
 TF1483                          SUPERSEDED SURVEY CONTROL
 TF1483
 TF1483  NGVD 29 (??/??/92)  499.41   (m)         1638.5    (f) COMPUTED    2 0
 TF1483
 TF1483.Superseded values are not recommended for survey control.
 TF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1483.See file dsdata.txt to determine how the superseded data were derived.
 TF1483
 TF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU147945(NAD 83)
 TF1483_MARKER: DB = BENCH MARK DISK
 TF1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1483_STAMPING: L 343 1935
 TF1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1483+STABILITY: SURFACE MOTION
 TF1483
 TF1483  HISTORY     - Date     Condition        Report By
 TF1483  HISTORY     - 1935     MONUMENTED       CGS
 TF1483  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1483
 TF1483                          STATION DESCRIPTION
 TF1483
 TF1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1483'6.0 MI S FROM MOHALL.
 TF1483'6.0 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE INTERSECTION OF
 TF1483'STATE HIGHWAY 5 AT MOHALL, RENVILLE COUNTY, IN THE SOUTHWEST QUARTER
 TF1483'OF A ROAD INTERSECTION, 39 FEET WEST OF THE CENTERLINE OF THE
 TF1483'NORTH-AND-SOUTH ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE
 TF1483'EAST-AND-WEST ROAD, 2 FEET NORTHWEST OF A FENCE CORNER, AND LEVEL WITH
 TF1483'THE ROAD.  A STANDARD DISK, STAMPED L 343 1935 AND SET IN THE TOP OF A
 TF1483'CONCRETE POST.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED WHEN THE ROAD
 TF1483'WAS WIDENED BY THE STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0552 ***********************************************************************
 TF0552  DESIGNATION -  L 344
 TF0552  PID         -  TF0552
 TF0552  STATE/COUNTY-  ND/BOTTINEAU
 TF0552  USGS QUAD   -  NEWBURG (1950)
 TF0552
 TF0552                         *CURRENT SURVEY CONTROL
 TF0552  ___________________________________________________________________
 TF0552* NAD 83(1986)-  48 43 10.     (N)    100 55 42.     (W)     SCALED    
 TF0552* NAVD 88     -       449.079  (meters)    1473.35   (feet)  ADJUSTED  
 TF0552  ___________________________________________________________________
 TF0552  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0552  DYNAMIC HT  -         449.177 (meters)    1473.67  (feet)  COMP
 TF0552  MODELED GRAV-     980,814.7   (mgal)                       NAVD 88
 TF0552
 TF0552  VERT ORDER  -  SECOND    CLASS 0
 TF0552
 TF0552.The horizontal coordinates were scaled from a topographic map and have
 TF0552.an estimated accuracy of +/- 6 seconds.
 TF0552
 TF0552.The orthometric height was determined by differential leveling
 TF0552.and adjusted by the National Geodetic Survey in June 1991..
 TF0552
 TF0552.The geoid height was determined by GEOID03.
 TF0552
 TF0552.The dynamic height is computed by dividing the NAVD 88
 TF0552.geopotential number by the normal gravity value computed on the
 TF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0552.degrees latitude (g = 980.6199 gals.).
 TF0552
 TF0552.The modeled gravity was interpolated from observed gravity values.
 TF0552
 TF0552;                    North         East    Units  Estimated Accuracy
 TF0552;SPC ND N     -   191,270.      568,480.      MT  (+/- 180 meters Scaled)
 TF0552
 TF0552                          SUPERSEDED SURVEY CONTROL
 TF0552
 TF0552  NGVD 29 (??/??/92)  448.72   (m)         1472.2    (f) COMPUTED    2 0
 TF0552
 TF0552.Superseded values are not recommended for survey control.
 TF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0552.See file dsdata.txt to determine how the superseded data were derived.
 TF0552
 TF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU581980(NAD 83)
 TF0552_MARKER: DB = BENCH MARK DISK
 TF0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0552_STAMPING: L 344 1935
 TF0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0552+STABILITY: SURFACE MOTION
 TF0552
 TF0552  HISTORY     - Date     Condition        Report By
 TF0552  HISTORY     - 1935     MONUMENTED       CGS
 TF0552  HISTORY     - 1972     MARK NOT FOUND   LOCSUR
 TF0552
 TF0552                          STATION DESCRIPTION
 TF0552
 TF0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0552'0.4 MI N FROM NEWBURG.
 TF0552'0.4 MILE NORTH ALONG A SECTION-LINE ROAD FROM NEWBURG, BOTTINEAU
 TF0552'COUNTY, 1.0 MILE WEST ALONG THE GREAT NORTHERN RAILWAY.  15 POLES EAST
 TF0552'OF MILEPOST 36, AT A ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF
 TF0552'AN EAST-AND-WEST ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 TF0552'27 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 6 FEET
 TF0552'EAST OF A POLE, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 TF0552'STAMPED L 344 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0552
 TF0552                          STATION RECOVERY (1972)
 TF0552
 TF0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 TF0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0573 ***********************************************************************
 TF0573  DESIGNATION -  L 345
 TF0573  PID         -  TF0573
 TF0573  STATE/COUNTY-  ND/BOTTINEAU
 TF0573  USGS QUAD   -  SOURIS (1954)
 TF0573
 TF0573                         *CURRENT SURVEY CONTROL
 TF0573  ___________________________________________________________________
 TF0573* NAD 83(1986)-  48 54 30.     (N)    100 38 30.     (W)     SCALED    
 TF0573* NAVD 88     -       467.626  (meters)    1534.20   (feet)  ADJUSTED  
 TF0573  ___________________________________________________________________
 TF0573  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 TF0573  DYNAMIC HT  -         467.736 (meters)    1534.56  (feet)  COMP
 TF0573  MODELED GRAV-     980,830.6   (mgal)                       NAVD 88
 TF0573
 TF0573  VERT ORDER  -  SECOND    CLASS 0
 TF0573
 TF0573.The horizontal coordinates were scaled from a topographic map and have
 TF0573.an estimated accuracy of +/- 6 seconds.
 TF0573
 TF0573.The orthometric height was determined by differential leveling
 TF0573.and adjusted by the National Geodetic Survey in June 1991..
 TF0573
 TF0573.The geoid height was determined by GEOID03.
 TF0573
 TF0573.The dynamic height is computed by dividing the NAVD 88
 TF0573.geopotential number by the normal gravity value computed on the
 TF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0573.degrees latitude (g = 980.6199 gals.).
 TF0573
 TF0573.The modeled gravity was interpolated from observed gravity values.
 TF0573
 TF0573;                    North         East    Units  Estimated Accuracy
 TF0573;SPC ND N     -   212,190.      589,620.      MT  (+/- 180 meters Scaled)
 TF0573
 TF0573                          SUPERSEDED SURVEY CONTROL
 TF0573
 TF0573  NGVD 29 (??/??/92)  467.256  (m)         1532.99   (f) ADJ UNCH    2 0
 TF0573
 TF0573.Superseded values are not recommended for survey control.
 TF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0573.See file dsdata.txt to determine how the superseded data were derived.
 TF0573
 TF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV797185(NAD 83)
 TF0573_MARKER: DB = BENCH MARK DISK
 TF0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0573_STAMPING: L 345 1935
 TF0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0573+STABILITY: SURFACE MOTION
 TF0573
 TF0573  HISTORY     - Date     Condition        Report By
 TF0573  HISTORY     - 1935     MONUMENTED       CGS
 TF0573  HISTORY     - 1955     GOOD             NGS
 TF0573
 TF0573                          STATION DESCRIPTION
 TF0573
 TF0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 TF0573'1.9 MI E FROM SOURIS.
 TF0573'1.9 MILES EAST ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TF0573'RAILWAY STATION AT SOURIS, BOTTINEAU COUNTY, 1 POLE EAST OF MILEPOST
 TF0573'49, AT THE JUNCTION OF A ROAD LEADING NORTH, 66 FEET WEST OF THE
 TF0573'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 57 FEET NORTH OF THE
 TF0573'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 4 FEET SOUTHEAST OF A POLE.
 TF0573'A STANDARD DISK, STAMPED L 345 1935 AND SET IN THE TOP OF A CONCRETE
 TF0573'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0698 ***********************************************************************
 TF0698  DESIGNATION -  L 346
 TF0698  PID         -  TF0698
 TF0698  STATE/COUNTY-  ND/BOTTINEAU
 TF0698  USGS QUAD   -  ANTLER NW (1950)
 TF0698
 TF0698                         *CURRENT SURVEY CONTROL
 TF0698  ___________________________________________________________________
 TF0698* NAD 83(1986)-  48 57 57.     (N)    101 24 32.     (W)     SCALED    
 TF0698* NAVD 88     -       483.977  (meters)    1587.85   (feet)  ADJUSTED  
 TF0698  ___________________________________________________________________
 TF0698  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 TF0698  DYNAMIC HT  -         484.093 (meters)    1588.23  (feet)  COMP
 TF0698  MODELED GRAV-     980,835.8   (mgal)                       NAVD 88
 TF0698
 TF0698  VERT ORDER  -  SECOND    CLASS 0
 TF0698
 TF0698.The horizontal coordinates were scaled from a topographic map and have
 TF0698.an estimated accuracy of +/- 6 seconds.
 TF0698
 TF0698.The orthometric height was determined by differential leveling
 TF0698.and adjusted by the National Geodetic Survey in June 1991..
 TF0698
 TF0698.The geoid height was determined by GEOID03.
 TF0698
 TF0698.The dynamic height is computed by dividing the NAVD 88
 TF0698.geopotential number by the normal gravity value computed on the
 TF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0698.degrees latitude (g = 980.6199 gals.).
 TF0698
 TF0698.The modeled gravity was interpolated from observed gravity values.
 TF0698
 TF0698;                    North         East    Units  Estimated Accuracy
 TF0698;SPC ND N     -   218,970.      533,450.      MT  (+/- 180 meters Scaled)
 TF0698
 TF0698                          SUPERSEDED SURVEY CONTROL
 TF0698
 TF0698  NGVD 29 (??/??/92)  483.60   (m)         1586.6    (f) COMPUTED    2 0
 TF0698
 TF0698.Superseded values are not recommended for survey control.
 TF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0698.See file dsdata.txt to determine how the superseded data were derived.
 TF0698
 TF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV236264(NAD 83)
 TF0698_MARKER: DB = BENCH MARK DISK
 TF0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0698_STAMPING: L 346 1935
 TF0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0698+STABILITY: SURFACE MOTION
 TF0698
 TF0698  HISTORY     - Date     Condition        Report By
 TF0698  HISTORY     - 1935     MONUMENTED       CGS
 TF0698  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0698
 TF0698                          STATION DESCRIPTION
 TF0698
 TF0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0698'10.5 MI E FROM SHERWOOD.
 TF0698'IN BOTTINEAU COUNTY, 0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE
 TF0698'CROSSING OF THE GREAT NORTHERN RAILWAY AT SHERWOOD, RENVILLE COUNTY,
 TF0698'10.0 MILES EAST ALONG A SECTION-LINE ROAD.  AT A ROAD INTERSECTION, 42
 TF0698'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 40 FEET EAST
 TF0698'OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 6 FEET NORTHEAST OF
 TF0698'A POLE.  A STANDARD DISK, STAMPED L 346 1935 AND SET IN THE TOP OF A
 TF0698'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0516 ***********************************************************************
 TF0516  DESIGNATION -  L 347
 TF0516  PID         -  TF0516
 TF0516  STATE/COUNTY-  ND/BOTTINEAU
 TF0516  USGS QUAD   -  ROTH (1954)
 TF0516
 TF0516                         *CURRENT SURVEY CONTROL
 TF0516  ___________________________________________________________________
 TF0516* NAD 83(1986)-  48 54 30.     (N)    100 46 30.     (W)     SCALED    
 TF0516* NAVD 88     -       456.465  (meters)    1497.59   (feet)  ADJUSTED  
 TF0516  ___________________________________________________________________
 TF0516  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TF0516  DYNAMIC HT  -         456.573 (meters)    1497.94  (feet)  COMP
 TF0516  MODELED GRAV-     980,833.6   (mgal)                       NAVD 88
 TF0516
 TF0516  VERT ORDER  -  SECOND    CLASS 0
 TF0516
 TF0516.The horizontal coordinates were scaled from a topographic map and have
 TF0516.an estimated accuracy of +/- 6 seconds.
 TF0516
 TF0516.The orthometric height was determined by differential leveling
 TF0516.and adjusted by the National Geodetic Survey in June 1991..
 TF0516
 TF0516.The geoid height was determined by GEOID03.
 TF0516
 TF0516.The dynamic height is computed by dividing the NAVD 88
 TF0516.geopotential number by the normal gravity value computed on the
 TF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0516.degrees latitude (g = 980.6199 gals.).
 TF0516
 TF0516.The modeled gravity was interpolated from observed gravity values.
 TF0516
 TF0516;                    North         East    Units  Estimated Accuracy
 TF0516;SPC ND N     -   212,220.      579,840.      MT  (+/- 180 meters Scaled)
 TF0516
 TF0516                          SUPERSEDED SURVEY CONTROL
 TF0516
 TF0516  NGVD 29 (??/??/92)  456.104  (m)         1496.40   (f) ADJ UNCH    2 0
 TF0516
 TF0516.Superseded values are not recommended for survey control.
 TF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0516.See file dsdata.txt to determine how the superseded data were derived.
 TF0516
 TF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV699187(NAD 83)
 TF0516_MARKER: DB = BENCH MARK DISK
 TF0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0516_STAMPING: L 347 1935
 TF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0516+STABILITY: SURFACE MOTION
 TF0516
 TF0516  HISTORY     - Date     Condition        Report By
 TF0516  HISTORY     - 1935     MONUMENTED       CGS
 TF0516  HISTORY     - 1940     GOOD             NGS
 TF0516
 TF0516                          STATION DESCRIPTION
 TF0516
 TF0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0516'4.3 MI W FROM SOURIS.
 TF0516'4.3 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF0516'SOURIS, BOTTINEAU COUNTY, AT A ROAD CROSSING, 70 FEET SOUTH OF THE
 TF0516'CENTERLINE OF THE TRACK, 50 FEET NORTH OF THE CENTERLINE OF AN
 TF0516'EAST-AND-WEST ROAD PARALLELING THE TRACK, 42 FEET WEST OF THE
 TF0516'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 1 FOOT WEST OF A WHITE
 TF0516'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 347 1935 AND SET IN
 TF0516'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0524 ***********************************************************************
 TF0524  DESIGNATION -  L 348
 TF0524  PID         -  TF0524
 TF0524  STATE/COUNTY-  ND/MCHENRY
 TF0524  USGS QUAD   -  UPHAM (1950)
 TF0524
 TF0524                         *CURRENT SURVEY CONTROL
 TF0524  ___________________________________________________________________
 TF0524* NAD 83(1986)-  48 33 45.     (N)    100 41 47.     (W)     SCALED    
 TF0524* NAVD 88     -       444.596  (meters)    1458.65   (feet)  ADJUSTED  
 TF0524  ___________________________________________________________________
 TF0524  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0524  DYNAMIC HT  -         444.688 (meters)    1458.95  (feet)  COMP
 TF0524  MODELED GRAV-     980,804.6   (mgal)                       NAVD 88
 TF0524
 TF0524  VERT ORDER  -  SECOND    CLASS 0
 TF0524
 TF0524.The horizontal coordinates were scaled from a topographic map and have
 TF0524.an estimated accuracy of +/- 6 seconds.
 TF0524
 TF0524.The orthometric height was determined by differential leveling
 TF0524.and adjusted by the National Geodetic Survey in June 1991..
 TF0524
 TF0524.The geoid height was determined by GEOID03.
 TF0524
 TF0524.The dynamic height is computed by dividing the NAVD 88
 TF0524.geopotential number by the normal gravity value computed on the
 TF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0524.degrees latitude (g = 980.6199 gals.).
 TF0524
 TF0524.The modeled gravity was interpolated from observed gravity values.
 TF0524
 TF0524;                    North         East    Units  Estimated Accuracy
 TF0524;SPC ND N     -   173,740.      585,510.      MT  (+/- 180 meters Scaled)
 TF0524
 TF0524                          SUPERSEDED SURVEY CONTROL
 TF0524
 TF0524  NGVD 29 (??/??/92)  444.223  (m)         1457.42   (f) ADJ UNCH    2 0
 TF0524
 TF0524.Superseded values are not recommended for survey control.
 TF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0524.See file dsdata.txt to determine how the superseded data were derived.
 TF0524
 TF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU748802(NAD 83)
 TF0524_MARKER: DB = BENCH MARK DISK
 TF0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0524_STAMPING: L 348 1935
 TF0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0524+STABILITY: SURFACE MOTION
 TF0524
 TF0524  HISTORY     - Date     Condition        Report By
 TF0524  HISTORY     - 1935     MONUMENTED       CGS
 TF0524
 TF0524                          STATION DESCRIPTION
 TF0524
 TF0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0524'1.7 MI SE FROM UPHAM.
 TF0524'1.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM A ROAD
 TF0524'CROSSING AT UPHAM, MCHENRY COUNTY, 2-1/3 POLES NORTHWEST OF MILEPOST
 TF0524'20, AT A PRIVATE-ROAD CROSSING, 51 FEET NORTHEAST OF THE CENTERLINE OF
 TF0524'THE TRACK, 24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 39 FEET
 TF0524'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 14, 3 FEET SOUTHWEST AND
 TF0524'4 FEET SOUTHEAST OF A POLE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TF0524'STAMPED L 348 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0804 ***********************************************************************
 TF0804  DESIGNATION -  L 349
 TF0804  PID         -  TF0804
 TF0804  STATE/COUNTY-  ND/RENVILLE
 TF0804  USGS QUAD   -  ECKMAN SE (1977)
 TF0804
 TF0804                         *CURRENT SURVEY CONTROL
 TF0804  ___________________________________________________________________
 TF0804* NAD 83(1986)-  48 30 06.     (N)    101 03 36.     (W)     SCALED    
 TF0804* NAVD 88     -       460.503  (meters)    1510.83   (feet)  ADJUSTED  
 TF0804  ___________________________________________________________________
 TF0804  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF0804  DYNAMIC HT  -         460.594 (meters)    1511.13  (feet)  COMP
 TF0804  MODELED GRAV-     980,793.5   (mgal)                       NAVD 88
 TF0804
 TF0804  VERT ORDER  -  SECOND    CLASS 0
 TF0804
 TF0804.The horizontal coordinates were scaled from a topographic map and have
 TF0804.an estimated accuracy of +/- 6 seconds.
 TF0804
 TF0804.The orthometric height was determined by differential leveling
 TF0804.and adjusted by the National Geodetic Survey in June 1991..
 TF0804
 TF0804.The geoid height was determined by GEOID03.
 TF0804
 TF0804.The dynamic height is computed by dividing the NAVD 88
 TF0804.geopotential number by the normal gravity value computed on the
 TF0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0804.degrees latitude (g = 980.6199 gals.).
 TF0804
 TF0804.The modeled gravity was interpolated from observed gravity values.
 TF0804
 TF0804;                    North         East    Units  Estimated Accuracy
 TF0804;SPC ND N     -   167,110.      558,620.      MT  (+/- 180 meters Scaled)
 TF0804
 TF0804                          SUPERSEDED SURVEY CONTROL
 TF0804
 TF0804  NGVD 29 (??/??/92)  460.135  (m)         1509.63   (f) ADJ UNCH    2 0
 TF0804
 TF0804.Superseded values are not recommended for survey control.
 TF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0804.See file dsdata.txt to determine how the superseded data were derived.
 TF0804
 TF0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU478741(NAD 83)
 TF0804_MARKER: DB = BENCH MARK DISK
 TF0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0804_STAMPING: L-349 1935
 TF0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0804+STABILITY: SURFACE MOTION
 TF0804
 TF0804  HISTORY     - Date     Condition        Report By
 TF0804  HISTORY     - 1935     MONUMENTED       CGS
 TF0804
 TF0804                          STATION DESCRIPTION
 TF0804
 TF0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0804'6.9 MI E FROM GLENBURN.
 TF0804'6.9 MILES EAST OF INTERSECTION OF STA. HWY 17 AND GN RWY AT ALONG
 TF0804'STATE HIWAY NO. 17, AT THE NORTHEAST CORNER OF SECTION 24, TOWNDHIP
 TF0804'158, RANGE 81.  AT NORTH-SOUTH ROAD CROSSING (RENVILLE-MCHENRY COUNTY
 TF0804'LINE).  SET 33 FT WEST OF CENTERLINE OF CROSSING, THENCE 51 FT SOUTH
 TF0804'OF CENTERLINE OF HIWAY.  AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0805 ***********************************************************************
 TF0805  DESIGNATION -  L 349 RESET
 TF0805  PID         -  TF0805
 TF0805  STATE/COUNTY-  ND/RENVILLE
 TF0805  USGS QUAD   -  ECKMAN SE (1977)
 TF0805
 TF0805                         *CURRENT SURVEY CONTROL
 TF0805  ___________________________________________________________________
 TF0805* NAD 83(1986)-  48 30 05.     (N)    101 03 35.     (W)     SCALED    
 TF0805* NAVD 88     -       460.31   (+/-2cm)    1510.2    (feet)  VERTCON   
 TF0805  ___________________________________________________________________
 TF0805  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF0805
 TF0805  VERT ORDER  -  THIRD (See Below)
 TF0805
 TF0805.The horizontal coordinates were scaled from a topographic map and have
 TF0805.an estimated accuracy of +/- 6 seconds.
 TF0805
 TF0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0805.The vertical order pertains to the NGVD 29 superseded value.
 TF0805
 TF0805.The geoid height was determined by GEOID03.
 TF0805
 TF0805;                    North         East    Units  Estimated Accuracy
 TF0805;SPC ND N     -   167,080.      558,640.      MT  (+/- 180 meters Scaled)
 TF0805
 TF0805                          SUPERSEDED SURVEY CONTROL
 TF0805
 TF0805  NGVD 29 (11/04/04)  459.94   (m)         1509.0    (f) RESET       3  
 TF0805
 TF0805.Superseded values are not recommended for survey control.
 TF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0805.See file dsdata.txt to determine how the superseded data were derived.
 TF0805
 TF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU478740(NAD 83)
 TF0805_MARKER: DB = BENCH MARK DISK
 TF0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0805_STAMPING: L 349 RESET 1957
 TF0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0805+STABILITY: SURFACE MOTION
 TF0805
 TF0805  HISTORY     - Date     Condition        Report By
 TF0805  HISTORY     - 1957     MONUMENTED       CGS
 TF0805
 TF0805                          STATION DESCRIPTION
 TF0805
 TF0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TF0805'6.9 MI E FROM GLENBURN.
 TF0805'THE MARK IS LOCATED 6.9 MILES EAST ALONG THE BANTRY ROAD FROM THE
 TF0805'CROSSING OF THE GREAT NORTHERN RAILWAY ABOUT 3/4 MILE SOUTHEAST OF
 TF0805'GLENBURN, RENVILLE COUNTY, AT THE RENVILLE-MCHENRY COUNTY LINE, IN THE
 TF0805'SOUTHWEST ANGLE OF CROSSROADS, 98 FEET SOUTH OF THE CENTER LINE OF THE
 TF0805'BANTRY ROAD AND 32 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 TF0805'SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5
 TF0805'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0185 ***********************************************************************
 RQ0185  DESIGNATION -  L 35 RESET
 RQ0185  PID         -  RQ0185
 RQ0185  STATE/COUNTY-  ND/DICKEY
 RQ0185  USGS QUAD   -  MONANGO SW (1982)
 RQ0185
 RQ0185                         *CURRENT SURVEY CONTROL
 RQ0185  ___________________________________________________________________
 RQ0185* NAD 83(1986)-  46 00 13.     (N)    098 38 13.     (W)     SCALED    
 RQ0185* NAVD 88     -       454.88   (+/-2cm)    1492.4    (feet)  VERTCON   
 RQ0185  ___________________________________________________________________
 RQ0185  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 RQ0185
 RQ0185  VERT ORDER  -  THIRD (See Below)
 RQ0185
 RQ0185.The horizontal coordinates were scaled from a topographic map and have
 RQ0185.an estimated accuracy of +/- 6 seconds.
 RQ0185
 RQ0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0185.The vertical order pertains to the NGVD 29 superseded value.
 RQ0185
 RQ0185.The geoid height was determined by GEOID03.
 RQ0185
 RQ0185;                    North         East    Units  Estimated Accuracy
 RQ0185;SPC ND S     -    39,170.      744,300.      MT  (+/- 180 meters Scaled)
 RQ0185
 RQ0185                          SUPERSEDED SURVEY CONTROL
 RQ0185
 RQ0185  NGVD 29 (11/04/04)  454.52   (m)         1491.2    (f) RESET       3  
 RQ0185
 RQ0185.Superseded values are not recommended for survey control.
 RQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0185.See file dsdata.txt to determine how the superseded data were derived.
 RQ0185
 RQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR281945(NAD 83)
 RQ0185_MARKER: DB = BENCH MARK DISK
 RQ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0185_STAMPING: L 35 RESET 1951
 RQ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0185+STABILITY: SURFACE MOTION
 RQ0185
 RQ0185  HISTORY     - Date     Condition        Report By
 RQ0185  HISTORY     - 1951     MONUMENTED       CGS
 RQ0185
 RQ0185                          STATION DESCRIPTION
 RQ0185
 RQ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 RQ0185'5.2 MI W FROM ELLENDALE.
 RQ0185'5.2 MILES WEST ALONG STATE HIGHWAY 11 FROM THE GREAT NORTHERN RAILWAY
 RQ0185'STATION AT ELLENDALE, DICKEY COUNTY, 271 FEET NORTHWEST OF AN 18-INCH
 RQ0185'METAL-PIPE CULVERT UNDER THE HIGHWAY, 100 FEET NORTH OF THE CENTERLINE
 RQ0185'OF THE HIGHWAY, 27 FEET WEST OF A FENCE CORNER, AND ABOUT 6 INCHES
 RQ0185'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 35 RESET 1951 AND
 RQ0185'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0510 ***********************************************************************
 TF0510  DESIGNATION -  L 351
 TF0510  PID         -  TF0510
 TF0510  STATE/COUNTY-  ND/MCHENRY
 TF0510  USGS QUAD   -  UPHAM (1950)
 TF0510
 TF0510                         *CURRENT SURVEY CONTROL
 TF0510  ___________________________________________________________________
 TF0510* NAD 83(1986)-  48 35 39.     (N)    100 39 28.     (W)     SCALED    
 TF0510* NAVD 88     -       435.028  (meters)    1427.25   (feet)  ADJUSTED  
 TF0510  ___________________________________________________________________
 TF0510  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0510  DYNAMIC HT  -         435.121 (meters)    1427.56  (feet)  COMP
 TF0510  MODELED GRAV-     980,810.8   (mgal)                       NAVD 88
 TF0510
 TF0510  VERT ORDER  -  SECOND    CLASS 0
 TF0510
 TF0510.The horizontal coordinates were scaled from a topographic map and have
 TF0510.an estimated accuracy of +/- 6 seconds.
 TF0510
 TF0510.The orthometric height was determined by differential leveling
 TF0510.and adjusted by the National Geodetic Survey in June 1991..
 TF0510
 TF0510.The geoid height was determined by GEOID03.
 TF0510
 TF0510.The dynamic height is computed by dividing the NAVD 88
 TF0510.geopotential number by the normal gravity value computed on the
 TF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0510.degrees latitude (g = 980.6199 gals.).
 TF0510
 TF0510.The modeled gravity was interpolated from observed gravity values.
 TF0510
 TF0510;                    North         East    Units  Estimated Accuracy
 TF0510;SPC ND N     -   177,260.      588,360.      MT  (+/- 180 meters Scaled)
 TF0510
 TF0510                          SUPERSEDED SURVEY CONTROL
 TF0510
 TF0510  NGVD 29 (??/??/92)  434.661  (m)         1426.05   (f) ADJ UNCH    2 0
 TF0510
 TF0510.Superseded values are not recommended for survey control.
 TF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0510.See file dsdata.txt to determine how the superseded data were derived.
 TF0510
 TF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU777836(NAD 83)
 TF0510_MARKER: DB = BENCH MARK DISK
 TF0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0510_SP_SET: BRIDGE
 TF0510_STAMPING: L 351 1935
 TF0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0510
 TF0510  HISTORY     - Date     Condition        Report By
 TF0510  HISTORY     - 1935     MONUMENTED       CGS
 TF0510
 TF0510                          STATION DESCRIPTION
 TF0510
 TF0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0510'3.5 MI E FROM UPHAM.
 TF0510'3.5 MILES EAST ALONG THE GARDENA ROAD FROM UPHAM, MCHENRY COUNTY, AT A
 TF0510'30-FOOT BRIDGE, IN THE CENTER OF THE TOP OF THE NORTHEAST CONCRETE
 TF0510'WINGWALL, 8 FEET EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH
 TF0510'THE ROAD.  A STANDARD DISK, STAMPED L 351 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1375 ***********************************************************************
 TG1375  DESIGNATION -  L 354
 TG1375  PID         -  TG1375
 TG1375  STATE/COUNTY-  ND/WILLIAMS
 TG1375  USGS QUAD   -  BLACKTAIL LAKE SE (1976)
 TG1375
 TG1375                         *CURRENT SURVEY CONTROL
 TG1375  ___________________________________________________________________
 TG1375* NAD 83(1986)-  48 17 04.     (N)    103 37 26.     (W)     SCALED    
 TG1375* NAVD 88     -       603.889  (meters)    1981.26   (feet)  POSTED    
 TG1375  ___________________________________________________________________
 TG1375  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG1375  DYNAMIC HT  -         603.980 (meters)    1981.56  (feet)  COMP
 TG1375  MODELED GRAV-     980,733.6   (mgal)                       NAVD 88
 TG1375
 TG1375  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1375
 TG1375.The horizontal coordinates were scaled from a topographic map and have
 TG1375.an estimated accuracy of +/- 6 seconds.
 TG1375
 TG1375.The orthometric height was determined by differential leveling
 TG1375.and adjusted by the National Geodetic Survey in 1992..
 TG1375.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1375.rate of 0.0 thru 1.0 mm/km.
 TG1375
 TG1375.The geoid height was determined by GEOID03.
 TG1375
 TG1375.The dynamic height is computed by dividing the NAVD 88
 TG1375.geopotential number by the normal gravity value computed on the
 TG1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1375.degrees latitude (g = 980.6199 gals.).
 TG1375
 TG1375.The modeled gravity was interpolated from observed gravity values.
 TG1375
 TG1375;                    North         East    Units  Estimated Accuracy
 TG1375;SPC ND N     -   147,510.      368,240.      MT  (+/- 180 meters Scaled)
 TG1375
 TG1375                          SUPERSEDED SURVEY CONTROL
 TG1375
 TG1375  NGVD 29 (??/??/92)  603.407  (m)         1979.68   (f) ADJ UNCH    2 0
 TG1375
 TG1375.Superseded values are not recommended for survey control.
 TG1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1375.See file dsdata.txt to determine how the superseded data were derived.
 TG1375
 TG1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP020488(NAD 83)
 TG1375_MARKER: DB = BENCH MARK DISK
 TG1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1375_STAMPING: L 354 1935
 TG1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1375+STABILITY: SURFACE MOTION
 TG1375
 TG1375  HISTORY     - Date     Condition        Report By
 TG1375  HISTORY     - 1935     MONUMENTED       CGS
 TG1375  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1375  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1375
 TG1375                          STATION DESCRIPTION
 TG1375
 TG1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1375'9.8 MI N FROM WILLISTON.
 TG1375'9.8 MILES NORTH ALONG U. S. HIGHWAY 85 FROM THE FIRST NATIONAL BANK
 TG1375'BUILDING AT WILLISTON, WILLIAMS COUNTY, AT THE NORTHEAST CORNER OF
 TG1375'SECTION 2, T 155 N, R 101 W, AT THE JUNCTION OF U. S. HIGHWAY 2, 108
 TG1375'FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 85, 45 FEET SOUTH OF THE
 TG1375'CENTERLINE OF U. S. HIGHWAY 2, IN LINE WITH A ROW OF POLES, 4 FEET
 TG1375'SOUTH AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH
 TG1375'THE HIGHWAY.  A STANDARD DISK, STAMPED L 354 1935 AND SET IN THE TOP
 TG1375'OF A CONCRETE POST.
 TG1375
 TG1375                          STATION RECOVERY (1974)
 TG1375
 TG1375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1375'MARK NOT FOUND.
 TG1375
 TG1375                          STATION RECOVERY (1981)
 TG1375
 TG1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1375'THE ROAD BANKS HAVE BEEN CUT AWAY AT THIS LOCATION AND THE MARK IS
 TG1375'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1519 ***********************************************************************
 TG1519  DESIGNATION -  L 355
 TG1519  PID         -  TG1519
 TG1519  STATE/COUNTY-  ND/WILLIAMS
 TG1519  USGS QUAD   -  GRENORA (1948)
 TG1519
 TG1519                         *CURRENT SURVEY CONTROL
 TG1519  ___________________________________________________________________
 TG1519* NAD 83(1986)-  48 35 25.     (N)    103 55 41.     (W)     SCALED    
 TG1519* NAVD 88     -       660.906  (meters)    2168.32   (feet)  ADJUSTED  
 TG1519  ___________________________________________________________________
 TG1519  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 TG1519  DYNAMIC HT  -         661.008 (meters)    2168.66  (feet)  COMP
 TG1519  MODELED GRAV-     980,742.8   (mgal)                       NAVD 88
 TG1519
 TG1519  VERT ORDER  -  SECOND    CLASS 0
 TG1519
 TG1519.The horizontal coordinates were scaled from a topographic map and have
 TG1519.an estimated accuracy of +/- 6 seconds.
 TG1519
 TG1519.The orthometric height was determined by differential leveling
 TG1519.and adjusted by the National Geodetic Survey in June 1991..
 TG1519
 TG1519.The geoid height was determined by GEOID03.
 TG1519
 TG1519.The dynamic height is computed by dividing the NAVD 88
 TG1519.geopotential number by the normal gravity value computed on the
 TG1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1519.degrees latitude (g = 980.6199 gals.).
 TG1519
 TG1519.The modeled gravity was interpolated from observed gravity values.
 TG1519
 TG1519;                    North         East    Units  Estimated Accuracy
 TG1519;SPC ND N     -   182,440.      347,200.      MT  (+/- 180 meters Scaled)
 TG1519
 TG1519                          SUPERSEDED SURVEY CONTROL
 TG1519
 TG1519  NGVD 29 (??/??/92)  660.398  (m)         2166.66   (f) ADJ UNCH    2 0
 TG1519
 TG1519.Superseded values are not recommended for survey control.
 TG1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1519.See file dsdata.txt to determine how the superseded data were derived.
 TG1519
 TG1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP790824(NAD 83)
 TG1519_MARKER: DB = BENCH MARK DISK
 TG1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1519_STAMPING: L-355 1935
 TG1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1519+STABILITY: SURFACE MOTION
 TG1519
 TG1519  HISTORY     - Date     Condition        Report By
 TG1519  HISTORY     - 1935     MONUMENTED       CGS
 TG1519  HISTORY     - 20040929 MARK NOT FOUND   NDWC
 TG1519
 TG1519                          STATION DESCRIPTION
 TG1519
 TG1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1519'2.3 MI S FROM GRENORA.
 TG1519'2.3 MILES SOUTH OF DEPOT AT ALONG THE TRENTON-GRENORA ROAD, AT THE
 TG1519'SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 159, RANGE 103, AT JUNCTION
 TG1519'OF T ROAD EAST.  SET 36 FT NORTH, THENCE 30 FT WEST OF CENTERLINE OF
 TG1519'JUNCTION.  4 FT NORTH OF TELEPHONE POLE IN LINE OF POLES, AND AT ROAD
 TG1519'LEVEL.
 TG1519
 TG1519                          STATION RECOVERY (2004)
 TG1519
 TG1519'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1117 ***********************************************************************
 TG1117  DESIGNATION -  L 356
 TG1117  PID         -  TG1117
 TG1117  STATE/COUNTY-  ND/WILLIAMS
 TG1117  USGS QUAD   -  ALAMO (1977)
 TG1117
 TG1117                         *CURRENT SURVEY CONTROL
 TG1117  ___________________________________________________________________
 TG1117* NAD 83(1986)-  48 35 32.     (N)    103 23 09.     (W)     SCALED    
 TG1117* NAVD 88     -       641.774  (meters)    2105.55   (feet)  ADJUSTED  
 TG1117  ___________________________________________________________________
 TG1117  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1117  DYNAMIC HT  -         641.880 (meters)    2105.90  (feet)  COMP
 TG1117  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 TG1117
 TG1117  VERT ORDER  -  SECOND    CLASS 0
 TG1117
 TG1117.The horizontal coordinates were scaled from a topographic map and have
 TG1117.an estimated accuracy of +/- 6 seconds.
 TG1117
 TG1117.The orthometric height was determined by differential leveling
 TG1117.and adjusted by the National Geodetic Survey in June 1991..
 TG1117
 TG1117.The geoid height was determined by GEOID03.
 TG1117
 TG1117.The dynamic height is computed by dividing the NAVD 88
 TG1117.geopotential number by the normal gravity value computed on the
 TG1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1117.degrees latitude (g = 980.6199 gals.).
 TG1117
 TG1117.The modeled gravity was interpolated from observed gravity values.
 TG1117
 TG1117;                    North         East    Units  Estimated Accuracy
 TG1117;SPC ND N     -   181,020.      387,180.      MT  (+/- 180 meters Scaled)
 TG1117
 TG1117                          SUPERSEDED SURVEY CONTROL
 TG1117
 TG1117  NGVD 29 (??/??/92)  641.314  (m)         2104.04   (f) ADJ UNCH    2 0
 TG1117
 TG1117.Superseded values are not recommended for survey control.
 TG1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1117.See file dsdata.txt to determine how the superseded data were derived.
 TG1117
 TG1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP190833(NAD 83)
 TG1117_MARKER: DB = BENCH MARK DISK
 TG1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1117_STAMPING: L-356 1935
 TG1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1117+STABILITY: SURFACE MOTION
 TG1117
 TG1117  HISTORY     - Date     Condition        Report By
 TG1117  HISTORY     - 1935     MONUMENTED       CGS
 TG1117
 TG1117                          STATION DESCRIPTION
 TG1117
 TG1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1117'3.1 MI W FROM CORINTH.
 TG1117'3.1 MILES WEST OF DEPOT AT ALONG THE GREAT NORTHERN RAILROAD AT
 TG1117'NORTH-SOUTH ROAD CROSSING, 8 1/2 POLES WEST OF MILEPOLE 60.  SET IN
 TG1117'DOUBLE 4 BY 4 FOOT R C B ROAD CULVERT.  390 FT SOUTH OF CENTERLINE OF
 TG1117'CROSSING.  IN CENTER OF WEST HEADWALL, 10 FT WEST OF CENTERLINE OF
 TG1117'ROAD AT ROAD LEVEL.  6 FT BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1396 ***********************************************************************
 TG1396  DESIGNATION -  L 357
 TG1396  PID         -  TG1396
 TG1396  STATE/COUNTY-  ND/WILLIAMS
 TG1396  USGS QUAD   -  HANKS (1948)
 TG1396
 TG1396                         *CURRENT SURVEY CONTROL
 TG1396  ___________________________________________________________________
 TG1396* NAD 83(1986)-  48 30 12.     (N)    103 47 51.     (W)     SCALED    
 TG1396* NAVD 88     -       703.049  (meters)    2306.59   (feet)  ADJUSTED  
 TG1396  ___________________________________________________________________
 TG1396  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 TG1396  DYNAMIC HT  -         703.148 (meters)    2306.91  (feet)  COMP
 TG1396  MODELED GRAV-     980,728.6   (mgal)                       NAVD 88
 TG1396
 TG1396  VERT ORDER  -  SECOND    CLASS 0
 TG1396
 TG1396.The horizontal coordinates were scaled from a topographic map and have
 TG1396.an estimated accuracy of +/- 6 seconds.
 TG1396
 TG1396.The orthometric height was determined by differential leveling
 TG1396.and adjusted by the National Geodetic Survey in June 1991..
 TG1396
 TG1396.The geoid height was determined by GEOID03.
 TG1396
 TG1396.The dynamic height is computed by dividing the NAVD 88
 TG1396.geopotential number by the normal gravity value computed on the
 TG1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1396.degrees latitude (g = 980.6199 gals.).
 TG1396
 TG1396.The modeled gravity was interpolated from observed gravity values.
 TG1396
 TG1396;                    North         East    Units  Estimated Accuracy
 TG1396;SPC ND N     -   172,360.      356,410.      MT  (+/- 180 meters Scaled)
 TG1396
 TG1396                          SUPERSEDED SURVEY CONTROL
 TG1396
 TG1396  NGVD 29 (??/??/92)  702.543  (m)         2304.93   (f) ADJ UNCH    2 0
 TG1396
 TG1396.Superseded values are not recommended for survey control.
 TG1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1396.See file dsdata.txt to determine how the superseded data were derived.
 TG1396
 TG1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP888729(NAD 83)
 TG1396_MARKER: DB = BENCH MARK DISK
 TG1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1396_STAMPING: L 357 1935
 TG1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1396+STABILITY: SURFACE MOTION
 TG1396
 TG1396  HISTORY     - Date     Condition        Report By
 TG1396  HISTORY     - 1935     MONUMENTED       CGS
 TG1396  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1396
 TG1396                          STATION DESCRIPTION
 TG1396
 TG1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1396'0.3 MI E FROM HANKS.
 TG1396'0.3 MILE EAST ALONG THE GREAT NORHTERN RAILWAY FROM THE STATION AT
 TG1396'HANKS, WILLIAMS COUNTY, 6.9 MILES SOUTH ALONG A ROAD.  AT A ROAD
 TG1396'INTERSECTION, 61 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG1396'ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AT
 TG1396'THE EAST END OF A LARGE ROCK PILE, AND LEVEL WITH THE ROAD.  A
 TG1396'STANDARD DISK, STAMPED L 357 1935 AND SET IN THE TOP OF A CONCRETE
 TG1396'POST.
 TG1396
 TG1396                          STATION RECOVERY (1974)
 TG1396
 TG1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0338 ***********************************************************************
 RQ0338  DESIGNATION -  L 36
 RQ0338  PID         -  RQ0338
 RQ0338  STATE/COUNTY-  ND/MCINTOSH
 RQ0338  USGS QUAD   -  ASHLEY WEST (1982)
 RQ0338
 RQ0338                         *CURRENT SURVEY CONTROL
 RQ0338  ___________________________________________________________________
 RQ0338* NAD 83(1986)-  46 01 31.     (N)    099 25 14.     (W)     SCALED    
 RQ0338* NAVD 88     -       624.133  (meters)    2047.68   (feet)  ADJUSTED  
 RQ0338  ___________________________________________________________________
 RQ0338  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 RQ0338  DYNAMIC HT  -         624.092 (meters)    2047.54  (feet)  COMP
 RQ0338  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 RQ0338
 RQ0338  VERT ORDER  -  SECOND    CLASS 0
 RQ0338
 RQ0338.The horizontal coordinates were scaled from a topographic map and have
 RQ0338.an estimated accuracy of +/- 6 seconds.
 RQ0338
 RQ0338.The orthometric height was determined by differential leveling
 RQ0338.and adjusted by the National Geodetic Survey in June 1991..
 RQ0338
 RQ0338.The geoid height was determined by GEOID03.
 RQ0338
 RQ0338.The dynamic height is computed by dividing the NAVD 88
 RQ0338.geopotential number by the normal gravity value computed on the
 RQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0338.degrees latitude (g = 980.6199 gals.).
 RQ0338
 RQ0338.The modeled gravity was interpolated from observed gravity values.
 RQ0338
 RQ0338;                    North         East    Units  Estimated Accuracy
 RQ0338;SPC ND S     -    40,440.      683,580.      MT  (+/- 180 meters Scaled)
 RQ0338
 RQ0338                          SUPERSEDED SURVEY CONTROL
 RQ0338
 RQ0338  NGVD 29 (??/??/92)  623.693  (m)         2046.23   (f) ADJ UNCH    2 0
 RQ0338
 RQ0338.Superseded values are not recommended for survey control.
 RQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0338.See file dsdata.txt to determine how the superseded data were derived.
 RQ0338
 RQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR674969(NAD 83)
 RQ0338_MARKER: DB = BENCH MARK DISK
 RQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0338_STAMPING: L-36 1934
 RQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0338+STABILITY: SURFACE MOTION
 RQ0338
 RQ0338  HISTORY     - Date     Condition        Report By
 RQ0338  HISTORY     - 1934     MONUMENTED       CGS
 RQ0338  HISTORY     - 1959     GOOD             NGS
 RQ0338  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0338
 RQ0338                          STATION DESCRIPTION
 RQ0338
 RQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0338'2.7 MI SW FROM ASHLEY.
 RQ0338'ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 9 POLES
 RQ0338'EAST OF MILEPOLE NO. 363.  33 FEET WEST OF CENTERLINE OF PUBLIC ROAD
 RQ0338'CROSSING, 42 FEET WEST, THENCE 2 FEET NORTH OF FENCE CORNER AND 1 1/2
 RQ0338'FEET BELOW LEVEL OF TRACK.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 RQ0338'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0338
 RQ0338                          STATION RECOVERY (1959)
 RQ0338
 RQ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0338'RECOVERED IN GOOD CONDITION.
 RQ0338
 RQ0338                          STATION RECOVERY (1978)
 RQ0338
 RQ0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1497 ***********************************************************************
 TG1497  DESIGNATION -  L 360
 TG1497  PID         -  TG1497
 TG1497  STATE/COUNTY-  ND/DIVIDE
 TG1497  USGS QUAD   -  CROSBY SW (1948)
 TG1497
 TG1497                         *CURRENT SURVEY CONTROL
 TG1497  ___________________________________________________________________
 TG1497* NAD 83(1986)-  48 50 10.     (N)    103 29 12.     (W)     SCALED    
 TG1497* NAVD 88     -       683.848  (meters)    2243.59   (feet)  ADJUSTED  
 TG1497  ___________________________________________________________________
 TG1497  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TG1497  DYNAMIC HT  -         683.974 (meters)    2244.00  (feet)  COMP
 TG1497  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 TG1497
 TG1497  VERT ORDER  -  SECOND    CLASS 0
 TG1497
 TG1497.The horizontal coordinates were scaled from a topographic map and have
 TG1497.an estimated accuracy of +/- 6 seconds.
 TG1497
 TG1497.The orthometric height was determined by differential leveling
 TG1497.and adjusted by the National Geodetic Survey in June 1991..
 TG1497
 TG1497.The geoid height was determined by GEOID03.
 TG1497
 TG1497.The dynamic height is computed by dividing the NAVD 88
 TG1497.geopotential number by the normal gravity value computed on the
 TG1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1497.degrees latitude (g = 980.6199 gals.).
 TG1497
 TG1497.The modeled gravity was interpolated from observed gravity values.
 TG1497
 TG1497;                    North         East    Units  Estimated Accuracy
 TG1497;SPC ND N     -   208,400.      380,790.      MT  (+/- 180 meters Scaled)
 TG1497
 TG1497                          SUPERSEDED SURVEY CONTROL
 TG1497
 TG1497  NGVD 29 (??/??/92)  683.357  (m)         2241.98   (f) ADJ UNCH    2 0
 TG1497
 TG1497.Superseded values are not recommended for survey control.
 TG1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1497.See file dsdata.txt to determine how the superseded data were derived.
 TG1497
 TG1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ110103(NAD 83)
 TG1497_MARKER: DB = BENCH MARK DISK
 TG1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1497_STAMPING: L 360 1935
 TG1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1497+STABILITY: SURFACE MOTION
 TG1497
 TG1497  HISTORY     - Date     Condition        Report By
 TG1497  HISTORY     - 1935     MONUMENTED       CGS
 TG1497
 TG1497                          STATION DESCRIPTION
 TG1497
 TG1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1497'5.2 MI S FROM CROSBY.
 TG1497'5.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM CROSBY, DIVIDE COUNTY, 9.0
 TG1497'MILES WEST ALONG A ROAD.  AT THE NORTHWEST CORNER OF A ROAD
 TG1497'INTERSECTION, 78 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG1497'ROAD, 47 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE
 TG1497'EAST-AND-WEST FENCE, 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF
 TG1497'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1484 ***********************************************************************
 TG1484  DESIGNATION -  L 361
 TG1484  PID         -  TG1484
 TG1484  STATE/COUNTY-  ND/DIVIDE
 TG1484  USGS QUAD   -  ALKABO (1983)
 TG1484
 TG1484                         *CURRENT SURVEY CONTROL
 TG1484  ___________________________________________________________________
 TG1484* NAD 83(1986)-  48 45 00.     (N)    103 55 38.     (W)     SCALED    
 TG1484* NAVD 88     -       666.024  (meters)    2185.11   (feet)  ADJUSTED  
 TG1484  ___________________________________________________________________
 TG1484  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG1484  DYNAMIC HT  -         666.140 (meters)    2185.49  (feet)  COMP
 TG1484  MODELED GRAV-     980,763.3   (mgal)                       NAVD 88
 TG1484
 TG1484  VERT ORDER  -  SECOND    CLASS 0
 TG1484
 TG1484.The horizontal coordinates were scaled from a topographic map and have
 TG1484.an estimated accuracy of +/- 6 seconds.
 TG1484
 TG1484.The orthometric height was determined by differential leveling
 TG1484.and adjusted by the National Geodetic Survey in June 1991..
 TG1484
 TG1484.The geoid height was determined by GEOID03.
 TG1484
 TG1484.The dynamic height is computed by dividing the NAVD 88
 TG1484.geopotential number by the normal gravity value computed on the
 TG1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1484.degrees latitude (g = 980.6199 gals.).
 TG1484
 TG1484.The modeled gravity was interpolated from observed gravity values.
 TG1484
 TG1484;                    North         East    Units  Estimated Accuracy
 TG1484;SPC ND N     -   200,180.      348,050.      MT  (+/- 180 meters Scaled)
 TG1484
 TG1484                          SUPERSEDED SURVEY CONTROL
 TG1484
 TG1484  NGVD 29 (??/??/92)  665.513  (m)         2183.44   (f) ADJ UNCH    2 0
 TG1484
 TG1484.Superseded values are not recommended for survey control.
 TG1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1484.See file dsdata.txt to determine how the superseded data were derived.
 TG1484
 TG1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ788002(NAD 83)
 TG1484_MARKER: DB = BENCH MARK DISK
 TG1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1484_STAMPING: L-361 1935
 TG1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1484+STABILITY: SURFACE MOTION
 TG1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1484+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 TG1484
 TG1484  HISTORY     - Date     Condition        Report By
 TG1484  HISTORY     - 1935     MONUMENTED       CGS
 TG1484  HISTORY     - 20041102 GOOD             NDWC
 TG1484
 TG1484                          STATION DESCRIPTION
 TG1484
 TG1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1484'10.8 MI NE FROM GRENORA.
 TG1484'IN DIVIDE COUNTY, 0.5 MILE EAST ALONG A ROAD FROM THE GREAT NORTHERN
 TG1484'RAILWAY STATION AT GRENORA, WILLIAMS COUNTY, THENCE 10.3 MILES NORTH
 TG1484'ALONG ANOTHER ROAD.  AT A ROAD JUNCTION, 90 FEET WEST OF THE CENTER
 TG1484'LINE OF THE NORTH-AND-SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE OF
 TG1484'THE EAST-AND-WEST ROAD, 55 FEET WEST OF A POLE, AT FENCE CORNER, 2
 TG1484'FEET SOUTH OF THE FENCE, AND ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A
 TG1484'STANDARD DISK, STAMPED L 361 1935 AND SET IN THE TOP OF A CONCRETE
 TG1484'POST.
 TG1484
 TG1484                          STATION RECOVERY (2004)
 TG1484
 TG1484'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0328 ***********************************************************************
 SO0328  DESIGNATION -  L 362
 SO0328  PID         -  SO0328
 SO0328  STATE/COUNTY-  ND/DUNN
 SO0328  USGS QUAD   -  DODGE (1973)
 SO0328
 SO0328                         *CURRENT SURVEY CONTROL
 SO0328  ___________________________________________________________________
 SO0328* NAD 83(1986)-  47 17 37.     (N)    102 10 13.     (W)     SCALED    
 SO0328* NAVD 88     -       607.158  (meters)    1991.98   (feet)  ADJUSTED  
 SO0328  ___________________________________________________________________
 SO0328  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 SO0328  DYNAMIC HT  -         607.194 (meters)    1992.10  (feet)  COMP
 SO0328  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 SO0328
 SO0328  VERT ORDER  -  SECOND    CLASS 0
 SO0328
 SO0328.The horizontal coordinates were scaled from a topographic map and have
 SO0328.an estimated accuracy of +/- 6 seconds.
 SO0328
 SO0328.The orthometric height was determined by differential leveling
 SO0328.and adjusted by the National Geodetic Survey in June 1991..
 SO0328
 SO0328.The geoid height was determined by GEOID03.
 SO0328
 SO0328.The dynamic height is computed by dividing the NAVD 88
 SO0328.geopotential number by the normal gravity value computed on the
 SO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0328.degrees latitude (g = 980.6199 gals.).
 SO0328
 SO0328.The modeled gravity was interpolated from observed gravity values.
 SO0328
 SO0328;                    North         East    Units  Estimated Accuracy
 SO0328;SPC ND S     -   182,190.      473,680.      MT  (+/- 180 meters Scaled)
 SO0328
 SO0328                          SUPERSEDED SURVEY CONTROL
 SO0328
 SO0328  NGVD 29 (??/??/92)  606.738  (m)         1990.61   (f) ADJ UNCH    2 0
 SO0328
 SO0328.Superseded values are not recommended for survey control.
 SO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0328.See file dsdata.txt to determine how the superseded data were derived.
 SO0328
 SO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN139416(NAD 83)
 SO0328_MARKER: DB = BENCH MARK DISK
 SO0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0328_STAMPING: L 362 1958
 SO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0328+STABILITY: SURFACE MOTION
 SO0328
 SO0328  HISTORY     - Date     Condition        Report By
 SO0328  HISTORY     - 1958     MONUMENTED       CGS
 SO0328
 SO0328                          STATION DESCRIPTION
 SO0328
 SO0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0328'1.7 MI E FROM DODGE.
 SO0328'ABOUT 1.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0328'STATION AT DODGE, 72 1/2 FEET SOUTH AND ACROSS THE TRACKS FROM
 SO0328'MILEPOST 92, 58 FEET SOUTH OF THE SOUTH RAIL, 70 FEET NORTH OF THE
 SO0328'CENTER LINE OF THE ROAD, 2 FEET EAST OF A CONCRETE WITNESS POST, 2
 SO0328'FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 SO0328'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0327 ***********************************************************************
 TF0327  DESIGNATION -  L 365
 TF0327  PID         -  TF0327
 TF0327  STATE/COUNTY-  ND/MCHENRY
 TF0327  USGS QUAD   -  BANTRY (1981)
 TF0327
 TF0327                         *CURRENT SURVEY CONTROL
 TF0327  ___________________________________________________________________
 TF0327* NAD 83(1986)-  48 28 21.     (N)    100 34 52.     (W)     SCALED    
 TF0327* NAVD 88     -       446.917  (meters)    1466.26   (feet)  ADJUSTED  
 TF0327  ___________________________________________________________________
 TF0327  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0327  DYNAMIC HT  -         447.009 (meters)    1466.56  (feet)  COMP
 TF0327  MODELED GRAV-     980,802.4   (mgal)                       NAVD 88
 TF0327
 TF0327  VERT ORDER  -  SECOND    CLASS 0
 TF0327
 TF0327.The horizontal coordinates were scaled from a topographic map and have
 TF0327.an estimated accuracy of +/- 6 seconds.
 TF0327
 TF0327.The orthometric height was determined by differential leveling
 TF0327.and adjusted by the National Geodetic Survey in June 1991..
 TF0327
 TF0327.The geoid height was determined by GEOID03.
 TF0327
 TF0327.The dynamic height is computed by dividing the NAVD 88
 TF0327.geopotential number by the normal gravity value computed on the
 TF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0327.degrees latitude (g = 980.6199 gals.).
 TF0327
 TF0327.The modeled gravity was interpolated from observed gravity values.
 TF0327
 TF0327;                    North         East    Units  Estimated Accuracy
 TF0327;SPC ND N     -   163,720.      594,000.      MT  (+/- 180 meters Scaled)
 TF0327
 TF0327                          SUPERSEDED SURVEY CONTROL
 TF0327
 TF0327  NGVD 29 (??/??/92)  446.542  (m)         1465.03   (f) ADJ UNCH    2 0
 TF0327
 TF0327.Superseded values are not recommended for survey control.
 TF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0327.See file dsdata.txt to determine how the superseded data were derived.
 TF0327
 TF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU831700(NAD 83)
 TF0327_MARKER: DB = BENCH MARK DISK
 TF0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0327_STAMPING: L-365 1935
 TF0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0327+STABILITY: SURFACE MOTION
 TF0327
 TF0327  HISTORY     - Date     Condition        Report By
 TF0327  HISTORY     - 1935     MONUMENTED       CGS
 TF0327
 TF0327                          STATION DESCRIPTION
 TF0327
 TF0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0327'1.7 MI SE FROM BANTRY.
 TF0327'1.7 MILES SOUTHEAST OF JCT OF STA. HWYS 14 AND 17 AT ALONG THE
 TF0327'DENBIGH-BANTRY ROAD AT THE NORTHEAST CORNER OF SECTION 34, TOWNSHIP
 TF0327'157, RANGE 77.  AT EAST-WEST ROAD CROSSING.  SET 33 FT SOUTH OF
 TF0327'CENTERLINE OF CROSSING, THENCE 28 FT WEST OF CENTERLINE OF ROAD.  3 FT
 TF0327'SOUTHEAST OF RIGHT OF WAY FENCE CORNER AND AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0501 ***********************************************************************
 RP0501  DESIGNATION -  L 37
 RP0501  PID         -  RP0501
 RP0501  STATE/COUNTY-  ND/SARGENT
 RP0501  USGS QUAD   -  RUTLAND (1978)
 RP0501
 RP0501                         *CURRENT SURVEY CONTROL
 RP0501  ___________________________________________________________________
 RP0501* NAD 83(1986)-  46 03 18.     (N)    097 30 28.     (W)     SCALED    
 RP0501* NAVD 88     -       374.265  (meters)    1227.90   (feet)  ADJUSTED  
 RP0501  ___________________________________________________________________
 RP0501  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 RP0501  DYNAMIC HT  -         374.259 (meters)    1227.88  (feet)  COMP
 RP0501  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 RP0501
 RP0501  VERT ORDER  -  SECOND    CLASS 0
 RP0501
 RP0501.The horizontal coordinates were scaled from a topographic map and have
 RP0501.an estimated accuracy of +/- 6 seconds.
 RP0501
 RP0501.The orthometric height was determined by differential leveling
 RP0501.and adjusted by the National Geodetic Survey in June 1991..
 RP0501
 RP0501.The geoid height was determined by GEOID03.
 RP0501
 RP0501.The dynamic height is computed by dividing the NAVD 88
 RP0501.geopotential number by the normal gravity value computed on the
 RP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0501.degrees latitude (g = 980.6199 gals.).
 RP0501
 RP0501.The modeled gravity was interpolated from observed gravity values.
 RP0501
 RP0501;                    North         East    Units  Estimated Accuracy
 RP0501;SPC ND S     -    47,580.      831,510.      MT  (+/- 180 meters Scaled)
 RP0501
 RP0501                          SUPERSEDED SURVEY CONTROL
 RP0501
 RP0501  NGVD 29 (??/??/92)  373.99   (m)         1227.0    (f) COMPUTED    2 0
 RP0501
 RP0501.Superseded values are not recommended for survey control.
 RP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0501.See file dsdata.txt to determine how the superseded data were derived.
 RP0501
 RP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS154012(NAD 83)
 RP0501_MARKER: DB = BENCH MARK DISK
 RP0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0501_SP_SET: STEP
 RP0501_STAMPING: L-37 1934
 RP0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0501
 RP0501  HISTORY     - Date     Condition        Report By
 RP0501  HISTORY     - 1934     MONUMENTED       CGS
 RP0501
 RP0501                          STATION DESCRIPTION
 RP0501
 RP0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0501'IN RUTLAND.
 RP0501'AT RUTLAND PUBLIC SCHOOL.  IN WEST END OF FOURTH STEP FROM BOTTOM. AT
 RP0501'NORTH ENTRANCE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0502 ***********************************************************************
 RP0502  DESIGNATION -  L 37 RESET
 RP0502  PID         -  RP0502
 RP0502  STATE/COUNTY-  ND/SARGENT
 RP0502  USGS QUAD   -  RUTLAND (1978)
 RP0502
 RP0502                         *CURRENT SURVEY CONTROL
 RP0502  ___________________________________________________________________
 RP0502* NAD 83(1986)-  46 03 18.     (N)    097 30 28.     (W)     SCALED    
 RP0502* NAVD 88     -       373.93   (+/-2cm)    1226.8    (feet)  VERTCON   
 RP0502  ___________________________________________________________________
 RP0502  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 RP0502
 RP0502  VERT ORDER  -  THIRD (See Below)
 RP0502
 RP0502.The horizontal coordinates were scaled from a topographic map and have
 RP0502.an estimated accuracy of +/- 6 seconds.
 RP0502
 RP0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0502.The vertical order pertains to the NGVD 29 superseded value.
 RP0502
 RP0502.The geoid height was determined by GEOID03.
 RP0502
 RP0502;                    North         East    Units  Estimated Accuracy
 RP0502;SPC ND S     -    47,580.      831,510.      MT  (+/- 180 meters Scaled)
 RP0502
 RP0502                          SUPERSEDED SURVEY CONTROL
 RP0502
 RP0502  NGVD 29 (11/04/04)  373.65   (m)         1225.9    (f) RESET       3  
 RP0502
 RP0502.Superseded values are not recommended for survey control.
 RP0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0502.See file dsdata.txt to determine how the superseded data were derived.
 RP0502
 RP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS154012(NAD 83)
 RP0502_MARKER: DB = BENCH MARK DISK
 RP0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0502_SP_SET: STEP
 RP0502_STAMPING: L 37 RESET 1965
 RP0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0502
 RP0502  HISTORY     - Date     Condition        Report By
 RP0502  HISTORY     - 1965     MONUMENTED       LOCENG
 RP0502
 RP0502                          STATION DESCRIPTION
 RP0502
 RP0502'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 RP0502'IN RUTLAND.
 RP0502'AT RUTLAND, SARGENT COUNTY, AT THE SOUTH ENTRANCE TO THE AMERICAN
 RP0502'LUTHERN CHURCH, BLOCK 3 OF GREENS ADDITION, LOT 17 AND 18 RUTLAND,
 RP0502'NORTH DAKOTA, AND IN THE TOP OF THE NORTH WEST CORNER OF CONCRETE
 RP0502'STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0373 ***********************************************************************
 RP0373  CBN         -  This is a Cooperative Base Network Control Station.
 RP0373  DESIGNATION -  L 375
 RP0373  PID         -  RP0373
 RP0373  STATE/COUNTY-  ND/RICHLAND
 RP0373  USGS QUAD   -  CHRISTINE (1979)
 RP0373
 RP0373                         *CURRENT SURVEY CONTROL
 RP0373  ___________________________________________________________________
 RP0373* NAD 83(1996)-  46 30 51.90203(N)    096 45 53.26948(W)     ADJUSTED  
 RP0373* NAVD 88     -       284.046  (meters)     931.91   (feet)  ADJUSTED  
 RP0373  ___________________________________________________________________
 RP0373  X           -    -517,961.664 (meters)                     COMP
 RP0373  Y           -  -4,366,574.335 (meters)                     COMP
 RP0373  Z           -   4,604,970.350 (meters)                     COMP
 RP0373  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 RP0373  ELLIP HEIGHT-         257.62  (meters)          (04/07/03) GPS OBS
 RP0373  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP0373  DYNAMIC HT  -         284.065 (meters)     931.97  (feet)  COMP
 RP0373  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 RP0373
 RP0373  HORZ ORDER  -  A
 RP0373  VERT ORDER  -  FIRST     CLASS II
 RP0373  ELLP ORDER  -  THIRD     CLASS II
 RP0373
 RP0373.The horizontal coordinates were established by GPS observations
 RP0373.and adjusted by the National Geodetic Survey in April 2003..
 RP0373
 RP0373.The orthometric height was determined by differential leveling
 RP0373.and adjusted by the National Geodetic Survey in June 1991..
 RP0373.WARNING-Repeat measurements at this control monument indicate possible
 RP0373.vertical movement.
 RP0373
 RP0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0373
 RP0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0373
 RP0373.The ellipsoidal height was determined by GPS observations
 RP0373.and is referenced to NAD 83.
 RP0373
 RP0373.The geoid height was determined by GEOID03.
 RP0373
 RP0373.The dynamic height is computed by dividing the NAVD 88
 RP0373.geopotential number by the normal gravity value computed on the
 RP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0373.degrees latitude (g = 980.6199 gals.).
 RP0373
 RP0373.The modeled gravity was interpolated from observed gravity values.
 RP0373
 RP0373;                    North         East     Units Scale Factor Converg.
 RP0373;SPC ND S     -   101,046.165   886,526.134   MT  0.99995139   +2 43 27.8
 RP0373;SPC ND S     -   331,516.29  2,908,550.31   iFT  0.99995139   +2 43 27.8
 RP0373;SPC MN C     -   271,385.804   607,055.211   MT  0.99992692   -1 49 09.0
 RP0373;UTM  14      - 5,153,632.585   671,463.759   MT  0.99996139   +1 37 19.7
 RP0373
 RP0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0373!SPC ND S     -   0.99995962  x   0.99995139  =   0.99991101
 RP0373!SPC MN C     -   0.99995962  x   0.99992692  =   0.99988654
 RP0373!UTM  14      -   0.99995962  x   0.99996139  =   0.99992101
 RP0373
 RP0373                          SUPERSEDED SURVEY CONTROL
 RP0373
 RP0373  ELLIP H (03/16/99)  257.72   (m)                       GP(       ) 4 1
 RP0373  NAD 83(1996)-  46 30 51.90437(N)    096 45 53.25929(W) AD(       ) 3
 RP0373  ELLIP H (01/23/98)  257.70   (m)                       GP(       ) 4 1
 RP0373  NAD 83(1986)-  46 30 51.90532(N)    096 45 53.25364(W) AD(       ) 3
 RP0373  NAVD 88 (04/07/03)  284.05   (m)          931.9    (f) LEVELING    3  
 RP0373  NGVD 29 (??/??/92)  283.685  (m)          930.72   (f) ADJ UNCH    1 2
 RP0373
 RP0373.Superseded values are not recommended for survey control.
 RP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0373.See file dsdata.txt to determine how the superseded data were derived.
 RP0373
 RP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7146453633(NAD 83)
 RP0373_MARKER: DB = BENCH MARK DISK
 RP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0373_SP_SET: CONCRETE POST
 RP0373_STAMPING: L 375 1940
 RP0373_MARK LOGO: CGS   
 RP0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0373+STABILITY: SURFACE MOTION
 RP0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0373+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 RP0373
 RP0373  HISTORY     - Date     Condition        Report By
 RP0373  HISTORY     - 1940     MONUMENTED       CGS
 RP0373  HISTORY     - 1962     GOOD             NGS
 RP0373  HISTORY     - 19900723 GOOD             NGS
 RP0373  HISTORY     - 20020710 GOOD             LOCENG
 RP0373  HISTORY     - 20030203 GOOD             NDDT
 RP0373
 RP0373                          STATION DESCRIPTION
 RP0373
 RP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0373'4.6 MI SE FROM CHRISTINE.
 RP0373'4.6 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0373'RAILROAD FROM THE STATION AT CHRISTINE, RICHLAND COUNTY, ABOUT 3 POLES
 RP0373'SOUTH OF MILEPOST 90, 67 FEET EAST OF THE CENTER LINE OF THE TRACK, 30
 RP0373'FEET NORTH OF THE CENTER LINE OF A ROAD, 5.3 FEET SOUTHEAST OF A
 RP0373'POWER-TRANSMISSION LINE POLE, 3 FEET NORTH OF A WHITE POST MARKED
 RP0373'U.S.B.M., AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 RP0373'STAMPED L 375 1940 AND SET IN THE TOP OF A CONCRETE POST.
 RP0373
 RP0373                          STATION RECOVERY (1990)
 RP0373
 RP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0373'7.8 KM (4.8 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0373'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 67.6 M (221.8 FT)
 RP0373'EAST OF THE ROAD CENTERLINE, 9.7 M (31.8 FT) NORTH OF THE CENTER OF A
 RP0373'SECTION LINE ROAD, 1.5 M (4.9 FT) SOUTHEAST OF UTILITY POLE NUMBER
 RP0373'77458, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE SECTION LINE ROAD, 0.3 M
 RP0373'(1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 RP0373'(0.3 FT) ABOVE THE GROUND SURFACE.
 RP0373
 RP0373                          STATION RECOVERY (2002)
 RP0373
 RP0373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (BDE)
 RP0373'RECOVERED AS DESCRIBED.
 RP0373'
 RP0373
 RP0373                          STATION RECOVERY (2003)
 RP0373
 RP0373'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (WP)
 RP0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0604 ***********************************************************************
 SO0604  DESIGNATION -  L 376 RESET
 SO0604  PID         -  SO0604
 SO0604  STATE/COUNTY-  ND/MCKENZIE
 SO0604  USGS QUAD   -  CAMP CREEK WEST (1978)
 SO0604
 SO0604                         *CURRENT SURVEY CONTROL
 SO0604  ___________________________________________________________________
 SO0604* NAD 83(1986)-  47 57 51.     (N)    103 39 34.     (W)     SCALED    
 SO0604* NAVD 88     -       678.878  (meters)    2227.29   (feet)  ADJUSTED  
 SO0604  ___________________________________________________________________
 SO0604  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 SO0604  DYNAMIC HT  -         678.953 (meters)    2227.53  (feet)  COMP
 SO0604  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SO0604
 SO0604  VERT ORDER  -  FIRST     CLASS II
 SO0604
 SO0604.The horizontal coordinates were scaled from a topographic map and have
 SO0604.an estimated accuracy of +/- 6 seconds.
 SO0604
 SO0604.The orthometric height was determined by differential leveling
 SO0604.and adjusted by the National Geodetic Survey in June 1991..
 SO0604
 SO0604.The geoid height was determined by GEOID03.
 SO0604
 SO0604.The dynamic height is computed by dividing the NAVD 88
 SO0604.geopotential number by the normal gravity value computed on the
 SO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0604.degrees latitude (g = 980.6199 gals.).
 SO0604
 SO0604.The modeled gravity was interpolated from observed gravity values.
 SO0604
 SO0604;                    North         East    Units  Estimated Accuracy
 SO0604;SPC ND N     -   112,040.      364,140.      MT  (+/- 180 meters Scaled)
 SO0604
 SO0604                          SUPERSEDED SURVEY CONTROL
 SO0604
 SO0604.No superseded survey control is available for this station.
 SO0604
 SO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP000131(NAD 83)
 SO0604_MARKER: DB = BENCH MARK DISK
 SO0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0604_STAMPING: L 376 RESET 1968
 SO0604_MARK LOGO: CGS   
 SO0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0604+STABILITY: SURFACE MOTION
 SO0604
 SO0604  HISTORY     - Date     Condition        Report By
 SO0604  HISTORY     - 1968     MONUMENTED       CGS
 SO0604  HISTORY     - 1981     GOOD             NGS
 SO0604
 SO0604                          STATION DESCRIPTION
 SO0604
 SO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 SO0604'9 MI N FROM ALEXANDER.
 SO0604'ABOUT 9 MILES NORTH ALONG U.S. HIGHWAY NO. 85 FROM THE GREAT NORTHERN
 SO0604'RAILWAY STATION AT ALEXANDER, MCKENZIE COUNTY, 100 FEET WEST OF THE
 SO0604'CENTERLINE OF U.S. HIGHWAY NO. 85, 1 FOOT SOUTHEAST OF A UTILITY POLE
 SO0604'AND 1 FOOT NORTH OF A WITNESS POST.  A STANDARD DISK SET IN THE TOP OF
 SO0604'A ROUND CONCRETE POST AND STAMPED L 376 RESET 1968.  THE MARK IS FLUSH
 SO0604'WITH THE GROUND.
 SO0604
 SO0604                          STATION RECOVERY (1981)
 SO0604
 SO0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SO0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0532 ***********************************************************************
 TG0532  DESIGNATION -  L 377
 TG0532  PID         -  TG0532
 TG0532  STATE/COUNTY-  ND/MOUNTRAIL
 TG0532  USGS QUAD   -  BELDEN SE (1981)
 TG0532
 TG0532                         *CURRENT SURVEY CONTROL
 TG0532  ___________________________________________________________________
 TG0532* NAD 83(1986)-  48 02 16.     (N)    102 21 12.     (W)     SCALED    
 TG0532* NAVD 88     -       647.955  (meters)    2125.83   (feet)  POSTED    
 TG0532  ___________________________________________________________________
 TG0532  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0532  DYNAMIC HT  -         648.040 (meters)    2126.11  (feet)  COMP
 TG0532  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 TG0532
 TG0532  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 TG0532
 TG0532.The horizontal coordinates were scaled from a topographic map and have
 TG0532.an estimated accuracy of +/- 6 seconds.
 TG0532
 TG0532.The orthometric height was determined by differential leveling
 TG0532.and adjusted by the National Geodetic Survey in 1992..
 TG0532.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 TG0532.rate of 3.1 thru 4.0 mm/km.
 TG0532
 TG0532.The geoid height was determined by GEOID03.
 TG0532
 TG0532.The dynamic height is computed by dividing the NAVD 88
 TG0532.geopotential number by the normal gravity value computed on the
 TG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0532.degrees latitude (g = 980.6199 gals.).
 TG0532
 TG0532.The modeled gravity was interpolated from observed gravity values.
 TG0532
 TG0532;                    North         East    Units  Estimated Accuracy
 TG0532;SPC ND N     -   117,040.      461,820.      MT  (+/- 180 meters Scaled)
 TG0532
 TG0532                          SUPERSEDED SURVEY CONTROL
 TG0532
 TG0532  NGVD 29 (??/??/92)  647.57   (m)         2124.6    (f) COMPUTED    2 0
 TG0532
 TG0532.Superseded values are not recommended for survey control.
 TG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0532.See file dsdata.txt to determine how the superseded data were derived.
 TG0532
 TG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP972238(NAD 83)
 TG0532_MARKER: DB = BENCH MARK DISK
 TG0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0532_SP_SET: CULVERT
 TG0532_STAMPING: L-377 1940
 TG0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0532
 TG0532  HISTORY     - Date     Condition        Report By
 TG0532  HISTORY     - 1940     MONUMENTED       CGS
 TG0532
 TG0532                          STATION DESCRIPTION
 TG0532
 TG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG0532'7.2 MI N FROM VAN HOOK.
 TG0532'7.2 MILES NORTH OF, ALONG STATE HIGHWAY 8 7.2 MILES NORTH OF THE
 TG0532'RAILWAY STATION AT VAN HOOK, 26 FEET EAST OF THE CENTER LINE OF THE
 TG0532'HIGHWAY IN THE CENTER OF THE NORTH HEAD-WALL OF AN 18-INCH CONCRETE
 TG0532'CORRUGATED IRON PIPE CULVERT, UNDER THE SECTION LINE ROAD, 18 FEET
 TG0532'NORTH OF THE CENTER LINE OF THE ROAD AND 1.7 FEET EAST OF A WHITE
 TG0532'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED L-377.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0533 ***********************************************************************
 TG0533  DESIGNATION -  L 377 RESET
 TG0533  PID         -  TG0533
 TG0533  STATE/COUNTY-  ND/MOUNTRAIL
 TG0533  USGS QUAD   -  BELDEN SE (1981)
 TG0533
 TG0533                         *CURRENT SURVEY CONTROL
 TG0533  ___________________________________________________________________
 TG0533* NAD 83(1986)-  48 02 16.     (N)    102 21 12.     (W)     SCALED    
 TG0533* NAVD 88     -       648.489  (meters)    2127.58   (feet)  ADJUSTED  
 TG0533  ___________________________________________________________________
 TG0533  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0533  DYNAMIC HT  -         648.578 (meters)    2127.88  (feet)  COMP
 TG0533  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 TG0533
 TG0533  VERT ORDER  -  SECOND    CLASS 0
 TG0533
 TG0533.The horizontal coordinates were scaled from a topographic map and have
 TG0533.an estimated accuracy of +/- 6 seconds.
 TG0533
 TG0533.The orthometric height was determined by differential leveling
 TG0533.and adjusted by the National Geodetic Survey in June 1991..
 TG0533
 TG0533.The geoid height was determined by GEOID03.
 TG0533
 TG0533.The dynamic height is computed by dividing the NAVD 88
 TG0533.geopotential number by the normal gravity value computed on the
 TG0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0533.degrees latitude (g = 980.6199 gals.).
 TG0533
 TG0533.The modeled gravity was interpolated from observed gravity values.
 TG0533
 TG0533;                    North         East    Units  Estimated Accuracy
 TG0533;SPC ND N     -   117,040.      461,820.      MT  (+/- 180 meters Scaled)
 TG0533
 TG0533                          SUPERSEDED SURVEY CONTROL
 TG0533
 TG0533  NGVD 29 (??/??/92)  648.045  (m)         2126.13   (f) ADJ UNCH    2 0
 TG0533
 TG0533.Superseded values are not recommended for survey control.
 TG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0533.See file dsdata.txt to determine how the superseded data were derived.
 TG0533
 TG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP972238(NAD 83)
 TG0533_MARKER: DB = BENCH MARK DISK
 TG0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0533_STAMPING: L 377 RESET 1956
 TG0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0533+STABILITY: SURFACE MOTION
 TG0533
 TG0533  HISTORY     - Date     Condition        Report By
 TG0533  HISTORY     - 1956     MONUMENTED       CGS
 TG0533  HISTORY     - 1963     GOOD             NGS
 TG0533
 TG0533                          STATION DESCRIPTION
 TG0533
 TG0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0533'8.1 MI S FROM BELDEN.
 TG0533'ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0533'BELDEN, ABOUT 69 YARDS NORTH OF THE NORTHWEST CORNER OF A SMALL
 TG0533'SCHOOL, 129 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 TG0533'INTERSECTION, 100 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 81 FEET
 TG0533'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 3.5 FEET WEST OF A
 TG0533'POWER POLE, IN LINE WITH A ROW OF POLES, 1.3 FEET NORTH OF A METAL
 TG0533'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 TG0533'THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 26, R 91 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0196 ***********************************************************************
 RR0196  DESIGNATION -  L 380
 RR0196  PID         -  RR0196
 RR0196  STATE/COUNTY-  ND/SIOUX
 RR0196  USGS QUAD   -  FORT YATES (1968)
 RR0196
 RR0196                         *CURRENT SURVEY CONTROL
 RR0196  ___________________________________________________________________
 RR0196* NAD 83(1986)-  46 06 05.     (N)    100 38 55.     (W)     SCALED    
 RR0196* NAVD 88     -       488.415  (meters)    1602.41   (feet)  ADJUSTED  
 RR0196  ___________________________________________________________________
 RR0196  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0196  DYNAMIC HT  -         488.398 (meters)    1602.35  (feet)  COMP
 RR0196  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 RR0196
 RR0196  VERT ORDER  -  FIRST     CLASS II
 RR0196
 RR0196.The horizontal coordinates were scaled from a topographic map and have
 RR0196.an estimated accuracy of +/- 6 seconds.
 RR0196
 RR0196.The orthometric height was determined by differential leveling
 RR0196.and adjusted by the National Geodetic Survey in June 1991..
 RR0196
 RR0196.The geoid height was determined by GEOID03.
 RR0196
 RR0196.The dynamic height is computed by dividing the NAVD 88
 RR0196.geopotential number by the normal gravity value computed on the
 RR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0196.degrees latitude (g = 980.6199 gals.).
 RR0196
 RR0196.The modeled gravity was interpolated from observed gravity values.
 RR0196
 RR0196;                    North         East    Units  Estimated Accuracy
 RR0196;SPC ND S     -    48,330.      588,510.      MT  (+/- 180 meters Scaled)
 RR0196
 RR0196                          SUPERSEDED SURVEY CONTROL
 RR0196
 RR0196  NGVD 29 (??/??/92)  488.028  (m)         1601.14   (f) ADJ UNCH    1 2
 RR0196
 RR0196.Superseded values are not recommended for survey control.
 RR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0196.See file dsdata.txt to determine how the superseded data were derived.
 RR0196
 RR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS725066(NAD 83)
 RR0196_MARKER: DB = BENCH MARK DISK
 RR0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0196_STAMPING: L 380 1945
 RR0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0196+STABILITY: SURFACE MOTION
 RR0196
 RR0196  HISTORY     - Date     Condition        Report By
 RR0196  HISTORY     - 1945     MONUMENTED       CGS
 RR0196  HISTORY     - 1949     GOOD             NGS
 RR0196  HISTORY     - 1956     GOOD             NGS
 RR0196
 RR0196                          STATION DESCRIPTION
 RR0196
 RR0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0196'2.0 MI NW FROM FORT YATES.
 RR0196'1.0 MILE WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF YATES STREET
 RR0196'AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, THENCE 1.0 MILE
 RR0196'NORTH ALONG STATE HIGHWAY 24, AT THE JUNCTION OF A DIRT ROAD LEADING
 RR0196'WEST, 40 FEET WEST OF THE CENTER LINE OF HIGHWAY, 38 FEET SOUTH OF THE
 RR0196'CENTER LINE OF DIRT ROAD, 7.7 FEET WEST OF A FENCE CORNER, 1.0 FOOT
 RR0196'NORTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 RR0196'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 RR0196
 RR0196                          STATION RECOVERY (1956)
 RR0196
 RR0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0263 ***********************************************************************
 RR0263  DESIGNATION -  L 381
 RR0263  PID         -  RR0263
 RR0263  STATE/COUNTY-  ND/MORTON
 RR0263  USGS QUAD   -  FORT RICE (1971)
 RR0263
 RR0263                         *CURRENT SURVEY CONTROL
 RR0263  ___________________________________________________________________
 RR0263* NAD 83(1986)-  46 30 44.     (N)    100 35 00.     (W)     SCALED    
 RR0263* NAVD 88     -       497.499  (meters)    1632.21   (feet)  ADJUSTED  
 RR0263  ___________________________________________________________________
 RR0263  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 RR0263  DYNAMIC HT  -         497.498 (meters)    1632.21  (feet)  COMP
 RR0263  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 RR0263
 RR0263  VERT ORDER  -  SECOND    CLASS 0
 RR0263
 RR0263.The horizontal coordinates were scaled from a topographic map and have
 RR0263.an estimated accuracy of +/- 6 seconds.
 RR0263
 RR0263.The orthometric height was determined by differential leveling
 RR0263.and adjusted by the National Geodetic Survey in June 1991..
 RR0263
 RR0263.The geoid height was determined by GEOID03.
 RR0263
 RR0263.The dynamic height is computed by dividing the NAVD 88
 RR0263.geopotential number by the normal gravity value computed on the
 RR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0263.degrees latitude (g = 980.6199 gals.).
 RR0263
 RR0263.The modeled gravity was interpolated from observed gravity values.
 RR0263
 RR0263;                    North         East    Units  Estimated Accuracy
 RR0263;SPC ND S     -    93,990.      593,610.      MT  (+/- 180 meters Scaled)
 RR0263
 RR0263                          SUPERSEDED SURVEY CONTROL
 RR0263
 RR0263  NGVD 29 (??/??/92)  497.088  (m)         1630.86   (f) ADJ UNCH    2 0
 RR0263
 RR0263.Superseded values are not recommended for survey control.
 RR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0263.See file dsdata.txt to determine how the superseded data were derived.
 RR0263
 RR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS785521(NAD 83)
 RR0263_MARKER: DB = BENCH MARK DISK
 RR0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0263_STAMPING: L 381 1945
 RR0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0263+STABILITY: SURFACE MOTION
 RR0263
 RR0263  HISTORY     - Date     Condition        Report By
 RR0263  HISTORY     - 1945     MONUMENTED       CGS
 RR0263
 RR0263                          STATION DESCRIPTION
 RR0263
 RR0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 RR0263'0.9 MI S FROM FORT RICE.
 RR0263'0.9 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 RR0263'FORT RICE, 150 YARDS NORTHWEST OF A STATION ONE MILE SIGN, 51.5 FEET
 RR0263'WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE TRACKS, 54.0 FEET
 RR0263'SOUTHEAST OF THE SOUTHEAST CORNER OF A ROCK CAIRN AND SIGN FORT RICE
 RR0263'STATE PARK, 28.0 FEET NORTH OF THE CENTERLINE OF A CROSSING, 6.0 FEET
 RR0263'NORTH OF A POLE, 3.0 FEET NORTHEAST OF A FENCE AND 1.0 FOOT SOUTH OF A
 RR0263'4X4 MARKER POST. AN IRON DISK STAMPED L 381 1945 AND SET IN THE TOP OF
 RR0263'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0202 ***********************************************************************
 RR0202  DESIGNATION -  L 382 RESET
 RR0202  PID         -  RR0202
 RR0202  STATE/COUNTY-  ND/SIOUX
 RR0202  USGS QUAD   -  FORT YATES (1968)
 RR0202
 RR0202                         *CURRENT SURVEY CONTROL
 RR0202  ___________________________________________________________________
 RR0202* NAD 83(1986)-  46 03 33.     (N)    100 37 41.     (W)     SCALED    
 RR0202* NAVD 88     -       497.65   (meters)    1632.7    (feet)  RESET     
 RR0202  ___________________________________________________________________
 RR0202  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0202
 RR0202  VERT ORDER  -  THIRD
 RR0202
 RR0202.The horizontal coordinates were scaled from a topographic map and have
 RR0202.an estimated accuracy of +/- 6 seconds.
 RR0202
 RR0202.The orthometric height was computed from unverified reset data.
 RR0202
 RR0202.The geoid height was determined by GEOID03.
 RR0202
 RR0202;                    North         East    Units  Estimated Accuracy
 RR0202;SPC ND S     -    43,640.      590,090.      MT  (+/- 180 meters Scaled)
 RR0202
 RR0202                          SUPERSEDED SURVEY CONTROL
 RR0202
 RR0202.No superseded survey control is available for this station.
 RR0202
 RR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS740019(NAD 83)
 RR0202_MARKER: DB = BENCH MARK DISK
 RR0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0202_STAMPING: L 382 RESET 1964
 RR0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0202+STABILITY: SURFACE MOTION
 RR0202
 RR0202  HISTORY     - Date     Condition        Report By
 RR0202  HISTORY     - 1964     MONUMENTED       DI
 RR0202
 RR0202                          STATION DESCRIPTION
 RR0202
 RR0202'DESCRIBED BY US DEPARTMENT OF INTERIOR 1964
 RR0202'2.0 MI S FROM FORT YATES.
 RR0202'2.0 MILES SOUTH ALONG A GRADED AND GRAVELED ROAD FROM THE JUNCTION OF
 RR0202'YATES STREET AND STANDING ROCK AVE. IN SOUTHEAST FORT YATES, AT THE
 RR0202'JUNCTION OF A DIRT ROAD LEADING WEST, 75 FEET SOUTH OF THE CENTERLINE
 RR0202'OF A ROAD LEADING WEST, 63.5 FEET WEST OF THE CENTERLINE OF A ROAD
 RR0202'LEADING SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 RR0202'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0084 ***********************************************************************
 RR0084  DESIGNATION -  L 383
 RR0084  PID         -  RR0084
 RR0084  STATE/COUNTY-  ND/EMMONS
 RR0084  USGS QUAD   -  FORT YATES NE (1968)
 RR0084
 RR0084                         *CURRENT SURVEY CONTROL
 RR0084  ___________________________________________________________________
 RR0084* NAD 83(1986)-  46 09 37.     (N)    100 31 50.     (W)     SCALED    
 RR0084* NAVD 88     -       556.607  (meters)    1826.13   (feet)  ADJUSTED  
 RR0084  ___________________________________________________________________
 RR0084  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0084  DYNAMIC HT  -         556.588 (meters)    1826.07  (feet)  COMP
 RR0084  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 RR0084
 RR0084  VERT ORDER  -  FIRST     CLASS II
 RR0084
 RR0084.The horizontal coordinates were scaled from a topographic map and have
 RR0084.an estimated accuracy of +/- 6 seconds.
 RR0084
 RR0084.The orthometric height was determined by differential leveling
 RR0084.and adjusted by the National Geodetic Survey in June 1991..
 RR0084
 RR0084.The geoid height was determined by GEOID03.
 RR0084
 RR0084.The dynamic height is computed by dividing the NAVD 88
 RR0084.geopotential number by the normal gravity value computed on the
 RR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0084.degrees latitude (g = 980.6199 gals.).
 RR0084
 RR0084.The modeled gravity was interpolated from observed gravity values.
 RR0084
 RR0084;                    North         East    Units  Estimated Accuracy
 RR0084;SPC ND S     -    54,870.      597,640.      MT  (+/- 180 meters Scaled)
 RR0084
 RR0084                          SUPERSEDED SURVEY CONTROL
 RR0084
 RR0084  NGVD 29 (??/??/92)  556.218  (m)         1824.86   (f) ADJ UNCH    1 2
 RR0084
 RR0084.Superseded values are not recommended for survey control.
 RR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0084.See file dsdata.txt to determine how the superseded data were derived.
 RR0084
 RR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS818129(NAD 83)
 RR0084_MARKER: DB = BENCH MARK DISK
 RR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0084_STAMPING: L 383 1945
 RR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0084+STABILITY: SURFACE MOTION
 RR0084
 RR0084  HISTORY     - Date     Condition        Report By
 RR0084  HISTORY     - 1945     MONUMENTED       CGS
 RR0084  HISTORY     - 1949     GOOD             NGS
 RR0084  HISTORY     - 1957     GOOD             NGS
 RR0084
 RR0084                          STATION DESCRIPTION
 RR0084
 RR0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0084'24.7 MI SW FROM LINTON.
 RR0084'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0084'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0084'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0084'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0084'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0084'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0084'THENCE 2.0 MILES WEST ALONG 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0084'THENCE 3.0 MILES WEST AND 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0084'THENCE 1.3 MILES WEST ALONG A GRADED DIRT ROAD, 23 FEET NORTH OF THE
 RR0084'CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF A PRIVATE
 RR0084'DRIVE LEADING NORTH, 10 FEET WEST OF WEST GATE POST, 3.0 FEET SOUTH OF
 RR0084'A FENCE LINE, 2.0 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 RR0084'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 RR0084
 RR0084                          STATION RECOVERY (1957)
 RR0084
 RR0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0165 ***********************************************************************
 SN0165  DESIGNATION -  L 384
 SN0165  PID         -  SN0165
 SN0165  STATE/COUNTY-  ND/OLIVER
 SN0165  USGS QUAD   -  SANGER (1966)
 SN0165
 SN0165                         *CURRENT SURVEY CONTROL
 SN0165  ___________________________________________________________________
 SN0165* NAD 83(1986)-  47 11 38.     (N)    100 59 49.     (W)     SCALED    
 SN0165* NAVD 88     -       514.701  (meters)    1688.65   (feet)  ADJUSTED  
 SN0165  ___________________________________________________________________
 SN0165  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 SN0165  DYNAMIC HT  -         514.724 (meters)    1688.72  (feet)  COMP
 SN0165  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 SN0165
 SN0165  VERT ORDER  -  SECOND    CLASS 0
 SN0165
 SN0165.The horizontal coordinates were scaled from a topographic map and have
 SN0165.an estimated accuracy of +/- 6 seconds.
 SN0165
 SN0165.The orthometric height was determined by differential leveling
 SN0165.and adjusted by the National Geodetic Survey in June 1991..
 SN0165
 SN0165.The geoid height was determined by GEOID03.
 SN0165
 SN0165.The dynamic height is computed by dividing the NAVD 88
 SN0165.geopotential number by the normal gravity value computed on the
 SN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0165.degrees latitude (g = 980.6199 gals.).
 SN0165
 SN0165.The modeled gravity was interpolated from observed gravity values.
 SN0165
 SN0165;                    North         East    Units  Estimated Accuracy
 SN0165;SPC ND S     -   169,880.      562,340.      MT  (+/- 180 meters Scaled)
 SN0165
 SN0165                          SUPERSEDED SURVEY CONTROL
 SN0165
 SN0165  NGVD 29 (??/??/92)  514.308  (m)         1687.36   (f) ADJ UNCH    2 0
 SN0165
 SN0165.Superseded values are not recommended for survey control.
 SN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0165.See file dsdata.txt to determine how the superseded data were derived.
 SN0165
 SN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT487286(NAD 83)
 SN0165_MARKER: DB = BENCH MARK DISK
 SN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0165_STAMPING: L 384 1946 1687.359
 SN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0165+STABILITY: SURFACE MOTION
 SN0165
 SN0165  HISTORY     - Date     Condition        Report By
 SN0165  HISTORY     - 1946     MONUMENTED       CGS
 SN0165  HISTORY     - 1956     GOOD             NGS
 SN0165
 SN0165                          STATION DESCRIPTION
 SN0165
 SN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0165'0.9 MI N FROM SANGER.
 SN0165'ABOUT 0.9 MILES NORTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0165'STATION AT SANGER, 2 POLES NORTH OF MILEPOST NO. 28, 51 FEET WEST OF
 SN0165'AND ABOUT 6 FEET LOWER THAN THE CENTER LINE OF THE RAILROAD, 45 FEET
 SN0165'EAST OF AND ABOUT 5 FEET LOWER THAN THE CENTER LINE OF A GRAVEL
 SN0165'SURFACED ROAD, 2 FEET NORTH OF A 4 X 4 MARKER POST AND IN LINE WITH A
 SN0165'ROW OF POLES.  A BRONZE DISC STAMPED L 384 1946 AND SET IN THE TOP OF
 SN0165'A CONCRETE POST.  PROJECTS 4 INCHES ABOVE THE GROUND.
 SN0165
 SN0165                          STATION RECOVERY (1956)
 SN0165
 SN0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1303 ***********************************************************************
 TG1303  DESIGNATION -  L 386
 TG1303  PID         -  TG1303
 TG1303  STATE/COUNTY-  ND/WILLIAMS
 TG1303  USGS QUAD   -  WILLISTON EAST (1976)
 TG1303
 TG1303                         *CURRENT SURVEY CONTROL
 TG1303  ___________________________________________________________________
 TG1303* NAD 83(1986)-  48 10 36.     (N)    103 32 10.     (W)     SCALED    
 TG1303* NAVD 88     -       587.021  (meters)    1925.92   (feet)  ADJUSTED  
 TG1303  ___________________________________________________________________
 TG1303  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1303  DYNAMIC HT  -         587.101 (meters)    1926.18  (feet)  COMP
 TG1303  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 TG1303
 TG1303  VERT ORDER  -  FIRST     CLASS II
 TG1303
 TG1303.The horizontal coordinates were scaled from a topographic map and have
 TG1303.an estimated accuracy of +/- 6 seconds.
 TG1303
 TG1303.The orthometric height was determined by differential leveling
 TG1303.and adjusted by the National Geodetic Survey in June 1991..
 TG1303
 TG1303.The geoid height was determined by GEOID03.
 TG1303
 TG1303.The dynamic height is computed by dividing the NAVD 88
 TG1303.geopotential number by the normal gravity value computed on the
 TG1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1303.degrees latitude (g = 980.6199 gals.).
 TG1303
 TG1303.The modeled gravity was interpolated from observed gravity values.
 TG1303
 TG1303;                    North         East    Units  Estimated Accuracy
 TG1303;SPC ND N     -   135,270.      374,280.      MT  (+/- 180 meters Scaled)
 TG1303
 TG1303                          SUPERSEDED SURVEY CONTROL
 TG1303
 TG1303  NGVD 29 (??/??/92)  586.533  (m)         1924.32   (f) ADJ UNCH    1 2
 TG1303
 TG1303.Superseded values are not recommended for survey control.
 TG1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1303.See file dsdata.txt to determine how the superseded data were derived.
 TG1303
 TG1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP088369(NAD 83)
 TG1303_MARKER: DB = BENCH MARK DISK
 TG1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1303_SP_SET: CONCRETE DRILL HOLE
 TG1303_STAMPING: L 386 1946
 TG1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1303
 TG1303  HISTORY     - Date     Condition        Report By
 TG1303  HISTORY     - 1946     MONUMENTED       CGS
 TG1303
 TG1303                          STATION DESCRIPTION
 TG1303
 TG1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1303'5.0 MI NE FROM WILLISTON.
 TG1303'ABOUT 5.0 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1303'STATION AT WILLISTON, 8.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT LOWER
 TG1303'THAN THE CENTER LINE OF THE TRACK, ON TOP OF THE NORTHWEST END OF THE
 TG1303'SOUTHWEST ABUTMENT OF BRIDGE NO. 233.8.  A BRONZE DISK STAMPED L 386
 TG1303'1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1136 ***********************************************************************
 TG1136  DESIGNATION -  L 387
 TG1136  PID         -  TG1136
 TG1136  STATE/COUNTY-  ND/WILLIAMS
 TG1136  USGS QUAD   -  RAY (1978)
 TG1136
 TG1136                         *CURRENT SURVEY CONTROL
 TG1136  ___________________________________________________________________
 TG1136* NAD 83(1986)-  48 21 25.     (N)    103 08 12.     (W)     SCALED    
 TG1136* NAVD 88     -       693.298  (meters)    2274.60   (feet)  ADJUSTED  
 TG1136  ___________________________________________________________________
 TG1136  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1136  DYNAMIC HT  -         693.397 (meters)    2274.92  (feet)  COMP
 TG1136  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 TG1136
 TG1136  VERT ORDER  -  FIRST     CLASS II
 TG1136
 TG1136.The horizontal coordinates were scaled from a topographic map and have
 TG1136.an estimated accuracy of +/- 6 seconds.
 TG1136
 TG1136.The orthometric height was determined by differential leveling
 TG1136.and adjusted by the National Geodetic Survey in June 1991..
 TG1136
 TG1136.The geoid height was determined by GEOID03.
 TG1136
 TG1136.The dynamic height is computed by dividing the NAVD 88
 TG1136.geopotential number by the normal gravity value computed on the
 TG1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1136.degrees latitude (g = 980.6199 gals.).
 TG1136
 TG1136.The modeled gravity was interpolated from observed gravity values.
 TG1136
 TG1136;                    North         East    Units  Estimated Accuracy
 TG1136;SPC ND N     -   154,210.      404,650.      MT  (+/- 180 meters Scaled)
 TG1136
 TG1136                          SUPERSEDED SURVEY CONTROL
 TG1136
 TG1136  NGVD 29 (??/??/92)  692.806  (m)         2272.98   (f) ADJ UNCH    1 2
 TG1136
 TG1136.Superseded values are not recommended for survey control.
 TG1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1136.See file dsdata.txt to determine how the superseded data were derived.
 TG1136
 TG1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP380576(NAD 83)
 TG1136_MARKER: DB = BENCH MARK DISK
 TG1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1136_STAMPING: L 387 1946
 TG1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1136+STABILITY: SURFACE MOTION
 TG1136
 TG1136  HISTORY     - Date     Condition        Report By
 TG1136  HISTORY     - 1946     MONUMENTED       CGS
 TG1136  HISTORY     - 1963     GOOD             NGS
 TG1136  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1136
 TG1136                          STATION DESCRIPTION
 TG1136
 TG1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG1136'1.7 MI NE FROM RAY.
 TG1136'ABOUT 1.7 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG1136'STATION AT RAY, ABOUT 99 YARDS EAST OF THE CENTER OF A GRAVELED ROAD
 TG1136'CROSSING, 114.4 FEET SOUTHEAST ACROSS THE TRACK FROM MILEPOST 92, 95.1
 TG1136'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 85.0 FEET NORTH OF THE
 TG1136'CENTERLINE OF THE ROAD, 89.0 FEET NORTHEAST OF A METAL FENCE POST WITH
 TG1136'A METAL BRACE, 1.0 FOOT NORTHWEST OF A FENCE, 1.2 FEET NORTHEAST OF A
 TG1136'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TG1136'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 TG1136
 TG1136                          STATION RECOVERY (1981)
 TG1136
 TG1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0892 ***********************************************************************
 TG0892  DESIGNATION -  L 389
 TG0892  PID         -  TG0892
 TG0892  STATE/COUNTY-  ND/MOUNTRAIL
 TG0892  USGS QUAD   -  RAT LAKE SE (1981)
 TG0892
 TG0892                         *CURRENT SURVEY CONTROL
 TG0892  ___________________________________________________________________
 TG0892* NAD 83(1986)-  48 00 02.     (N)    102 33 56.     (W)     SCALED    
 TG0892* NAVD 88     -       569.842  (meters)    1869.56   (feet)  ADJUSTED  
 TG0892  ___________________________________________________________________
 TG0892  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 TG0892  DYNAMIC HT  -         569.920 (meters)    1869.81  (feet)  COMP
 TG0892  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 TG0892
 TG0892  VERT ORDER  -  SECOND    CLASS 0
 TG0892
 TG0892.The horizontal coordinates were scaled from a topographic map and have
 TG0892.an estimated accuracy of +/- 6 seconds.
 TG0892
 TG0892.The orthometric height was determined by differential leveling
 TG0892.and adjusted by the National Geodetic Survey in June 1991..
 TG0892
 TG0892.The geoid height was determined by GEOID03.
 TG0892
 TG0892.The dynamic height is computed by dividing the NAVD 88
 TG0892.geopotential number by the normal gravity value computed on the
 TG0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0892.degrees latitude (g = 980.6199 gals.).
 TG0892
 TG0892.The modeled gravity was interpolated from observed gravity values.
 TG0892
 TG0892;                    North         East    Units  Estimated Accuracy
 TG0892;SPC ND N     -   113,310.      445,890.      MT  (+/- 180 meters Scaled)
 TG0892
 TG0892                          SUPERSEDED SURVEY CONTROL
 TG0892
 TG0892  NGVD 29 (??/??/92)  569.379  (m)         1868.04   (f) ADJ UNCH    2 0
 TG0892
 TG0892.Superseded values are not recommended for survey control.
 TG0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0892.See file dsdata.txt to determine how the superseded data were derived.
 TG0892
 TG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP815192(NAD 83)
 TG0892_MARKER: DB = BENCH MARK DISK
 TG0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0892_STAMPING: L 389 1946
 TG0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0892+STABILITY: SURFACE MOTION
 TG0892
 TG0892  HISTORY     - Date     Condition        Report By
 TG0892  HISTORY     - 1946     MONUMENTED       CGS
 TG0892  HISTORY     - 1967     GOOD             USGS
 TG0892
 TG0892                          STATION DESCRIPTION
 TG0892
 TG0892'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 TG0892'2.8 MI WNW FROM NEW TOWN.
 TG0892'IN MOUNTRAIL CO., 2.8 MI WNW OF THE POST OFFICE AT NEW TOWN, MOUNTRAIL
 TG0892'CO.  TO REACH FROM POST OFFICE AT NEW TOWN GO 0.3 MI. W. ALONG HWY. 23
 TG0892'TO A PAVED RD. N. (KNOWN LOCALLY AS THE SCENIC HWY.) GO N. FOR 0.9 MI.
 TG0892'TO A GRAVEL RD. W., W. AND N. FOR 2.6 MI. TO THE BENCH MARK 60 FT. S.
 TG0892'AND 40 FT. W. OF RD. AT RAIL WNW, 130 FT. N. AND 40 FT. W. OF RD.
 TG0892'FORKS, AND ABOUT 3.0 FT. LOWER THAN THE RD. IN SEC. 11, T 152 N., R 93
 TG0892'W.  A STANDARD USC AND GS DISK, STAMPED L 389 1946 AND SET IN THE TOP
 TG0892'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0287 ***********************************************************************
 RQ0287  DESIGNATION -  L 39
 RQ0287  PID         -  RQ0287
 RQ0287  STATE/COUNTY-  ND/STUTSMAN
 RQ0287  USGS QUAD   -  GACKLE NORTH (1983)
 RQ0287
 RQ0287                         *CURRENT SURVEY CONTROL
 RQ0287  ___________________________________________________________________
 RQ0287* NAD 83(1986)-  46 38 29.     (N)    099 13 00.     (W)     SCALED    
 RQ0287* NAVD 88     -       580.018  (meters)    1902.94   (feet)  ADJUSTED  
 RQ0287  ___________________________________________________________________
 RQ0287  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 RQ0287  DYNAMIC HT  -         580.013 (meters)    1902.93  (feet)  COMP
 RQ0287  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 RQ0287
 RQ0287  VERT ORDER  -  SECOND    CLASS 0
 RQ0287
 RQ0287.The horizontal coordinates were scaled from a topographic map and have
 RQ0287.an estimated accuracy of +/- 6 seconds.
 RQ0287
 RQ0287.The orthometric height was determined by differential leveling
 RQ0287.and adjusted by the National Geodetic Survey in June 1991..
 RQ0287
 RQ0287.The geoid height was determined by GEOID03.
 RQ0287
 RQ0287.The dynamic height is computed by dividing the NAVD 88
 RQ0287.geopotential number by the normal gravity value computed on the
 RQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0287.degrees latitude (g = 980.6199 gals.).
 RQ0287
 RQ0287.The modeled gravity was interpolated from observed gravity values.
 RQ0287
 RQ0287;                    North         East    Units  Estimated Accuracy
 RQ0287;SPC ND S     -   109,150.      698,250.      MT  (+/- 180 meters Scaled)
 RQ0287
 RQ0287                          SUPERSEDED SURVEY CONTROL
 RQ0287
 RQ0287  NGVD 29 (??/??/92)  579.590  (m)         1901.54   (f) ADJ UNCH    2 0
 RQ0287
 RQ0287.Superseded values are not recommended for survey control.
 RQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0287.See file dsdata.txt to determine how the superseded data were derived.
 RQ0287
 RQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS834653(NAD 83)
 RQ0287_MARKER: DB = BENCH MARK DISK
 RQ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0287_STAMPING: L-39 1934
 RQ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0287+STABILITY: SURFACE MOTION
 RQ0287
 RQ0287  HISTORY     - Date     Condition        Report By
 RQ0287  HISTORY     - 1934     MONUMENTED       CGS
 RQ0287  HISTORY     - 1960     GOOD             NGS
 RQ0287
 RQ0287                          STATION DESCRIPTION
 RQ0287
 RQ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0287'3.9 MI W FROM GACKLE.
 RQ0287'IN STUTSMAN COUNTY, ABOUT 3.9 MILES WEST ALONG THE NORTHERN PACIFIC
 RQ0287'RAILWAY FROM THE HIGH SCHOOL AT GACKLE, LOGAN COUNTY, ACROSS THE TRACK
 RQ0287'FROM THE FIFTH POLE WEST OF MILEPOST 139, ON THE WEST SLOPE OF A HILL,
 RQ0287'ABOUT 2 POLES EAST OF A ROAD CROSSING, 48 FEET NORTH OF THE CENTER
 RQ0287'LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 RQ0287'DISK, STAMPED L 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0287
 RQ0287                          STATION RECOVERY (1960)
 RQ0287
 RQ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RQ0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0854 ***********************************************************************
 TG0854  DESIGNATION -  L 390
 TG0854  PID         -  TG0854
 TG0854  STATE/COUNTY-  ND/MOUNTRAIL
 TG0854  USGS QUAD   -  TIOGA SE (1979)
 TG0854
 TG0854                         *CURRENT SURVEY CONTROL
 TG0854  ___________________________________________________________________
 TG0854* NAD 83(1986)-  48 21 24.     (N)    102 48 28.     (W)     SCALED    
 TG0854* NAVD 88     -       727.482  (meters)    2386.75   (feet)  ADJUSTED  
 TG0854  ___________________________________________________________________
 TG0854  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG0854  DYNAMIC HT  -         727.598 (meters)    2387.13  (feet)  COMP
 TG0854  MODELED GRAV-     980,744.5   (mgal)                       NAVD 88
 TG0854
 TG0854  VERT ORDER  -  FIRST     CLASS II
 TG0854
 TG0854.The horizontal coordinates were scaled from a topographic map and have
 TG0854.an estimated accuracy of +/- 6 seconds.
 TG0854
 TG0854.The orthometric height was determined by differential leveling
 TG0854.and adjusted by the National Geodetic Survey in June 1991..
 TG0854.WARNING-Repeat measurements at this control monument indicate possible
 TG0854.vertical movement.
 TG0854
 TG0854.The geoid height was determined by GEOID03.
 TG0854
 TG0854.The dynamic height is computed by dividing the NAVD 88
 TG0854.geopotential number by the normal gravity value computed on the
 TG0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0854.degrees latitude (g = 980.6199 gals.).
 TG0854
 TG0854.The modeled gravity was interpolated from observed gravity values.
 TG0854
 TG0854;                    North         East    Units  Estimated Accuracy
 TG0854;SPC ND N     -   153,400.      429,010.      MT  (+/- 180 meters Scaled)
 TG0854
 TG0854                          SUPERSEDED SURVEY CONTROL
 TG0854
 TG0854  NGVD 29 (??/??/92)  726.972  (m)         2385.07   (f) ADJ UNCH    1 2
 TG0854
 TG0854.Superseded values are not recommended for survey control.
 TG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0854.See file dsdata.txt to determine how the superseded data were derived.
 TG0854
 TG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP623582(NAD 83)
 TG0854_MARKER: DB = BENCH MARK DISK
 TG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0854_STAMPING: L 390 1946
 TG0854_MARK LOGO: CGS   
 TG0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0854+STABILITY: SURFACE MOTION
 TG0854
 TG0854  HISTORY     - Date     Condition        Report By
 TG0854  HISTORY     - 1946     MONUMENTED       CGS
 TG0854  HISTORY     - 1981     GOOD             NGS
 TG0854
 TG0854                          STATION DESCRIPTION
 TG0854
 TG0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0854'2.5 MI SW FROM WHITE EARTH.
 TG0854'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 2.5
 TG0854'MILES ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 0.1
 TG0854'MILE SOUTH OF A ROAD INTERSECTION, 56.0 FEET WEST OF AND ABOUT 5.0
 TG0854'FEET LOWER THAN THE CENTER LINE OF THE ROAD, 11.0 FEET EAST OF A
 TG0854'TELEPHONE POLE AND IN LINE WITH A ROW OF POLES RUNNING EAST-AND-WEST,
 TG0854'2.0 FEET NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED L
 TG0854'390 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3
 TG0854'INCHES ABOVE GROUND.
 TG0854
 TG0854                          STATION RECOVERY (1981)
 TG0854
 TG0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0854'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 TG0854'ADD 0.3 METER (1.0 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0025 ***********************************************************************
 SO0025  DESIGNATION -  L 391
 SO0025  PID         -  SO0025
 SO0025  STATE/COUNTY-  ND/MCLEAN
 SO0025  USGS QUAD   -  NEW TOWN SE (1967)
 SO0025
 SO0025                         *CURRENT SURVEY CONTROL
 SO0025  ___________________________________________________________________
 SO0025* NAD 83(1986)-  47 49 07.     (N)    102 20 34.     (W)     SCALED    
 SO0025* NAVD 88     -       552.848  (meters)    1813.80   (feet)  ADJUSTED  
 SO0025  ___________________________________________________________________
 SO0025  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 SO0025  DYNAMIC HT  -         552.926 (meters)    1814.06  (feet)  COMP
 SO0025  MODELED GRAV-     980,734.9   (mgal)                       NAVD 88
 SO0025
 SO0025  VERT ORDER  -  SECOND    CLASS 0
 SO0025
 SO0025.The horizontal coordinates were scaled from a topographic map and have
 SO0025.an estimated accuracy of +/- 6 seconds.
 SO0025
 SO0025.The orthometric height was determined by differential leveling
 SO0025.and adjusted by the National Geodetic Survey in June 1991..
 SO0025
 SO0025.The geoid height was determined by GEOID03.
 SO0025
 SO0025.The dynamic height is computed by dividing the NAVD 88
 SO0025.geopotential number by the normal gravity value computed on the
 SO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0025.degrees latitude (g = 980.6199 gals.).
 SO0025
 SO0025.The modeled gravity was interpolated from observed gravity values.
 SO0025
 SO0025;                    North         East    Units  Estimated Accuracy
 SO0025;SPC ND N     -    92,670.      462,020.      MT  (+/- 180 meters Scaled)
 SO0025
 SO0025                          SUPERSEDED SURVEY CONTROL
 SO0025
 SO0025  NGVD 29 (??/??/92)  552.423  (m)         1812.41   (f) ADJ UNCH    2 0
 SO0025
 SO0025.Superseded values are not recommended for survey control.
 SO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0025.See file dsdata.txt to determine how the superseded data were derived.
 SO0025
 SO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN989995(NAD 83)
 SO0025_MARKER: DB = BENCH MARK DISK
 SO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0025_STAMPING: L 391 1946
 SO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0025+STABILITY: SURFACE MOTION
 SO0025
 SO0025  HISTORY     - Date     Condition        Report By
 SO0025  HISTORY     - 1946     MONUMENTED       CGS
 SO0025
 SO0025                          STATION DESCRIPTION
 SO0025
 SO0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0025'0.4 MI E FROM SHELL CREEK.
 SO0025'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO EASTERLY 0.4 MILE
 SO0025'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 200 YARDS
 SO0025'NORTHEAST OF AND ACROSS THE ROAD FROM A CHURCH, 81.0 FEET
 SO0025'NORTH-NORTHEAST OF A FENCE CORNER 41.6 FEET NORTH OF AND ABOUT LEVEL
 SO0025'WITH THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE AND 1.0
 SO0025'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED L 391
 SO0025'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 SO0025'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0001 ***********************************************************************
 SO0001  DESIGNATION -  L 392
 SO0001  PID         -  SO0001
 SO0001  STATE/COUNTY-  ND/MCLEAN
 SO0001  USGS QUAD   -  TWIN BUTTES (1967)
 SO0001
 SO0001                         *CURRENT SURVEY CONTROL
 SO0001  ___________________________________________________________________
 SO0001* NAD 83(1986)-  47 36 07.     (N)    102 11 05.     (W)     SCALED    
 SO0001* NAVD 88     -       530.252  (meters)    1739.67   (feet)  ADJUSTED  
 SO0001  ___________________________________________________________________
 SO0001  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 SO0001  DYNAMIC HT  -         530.313 (meters)    1739.87  (feet)  COMP
 SO0001  MODELED GRAV-     980,710.0   (mgal)                       NAVD 88
 SO0001
 SO0001  VERT ORDER  -  SECOND    CLASS 0
 SO0001
 SO0001.The horizontal coordinates were scaled from a topographic map and have
 SO0001.an estimated accuracy of +/- 6 seconds.
 SO0001
 SO0001.The orthometric height was determined by differential leveling
 SO0001.and adjusted by the National Geodetic Survey in June 1991..
 SO0001
 SO0001.The geoid height was determined by GEOID03.
 SO0001
 SO0001.The dynamic height is computed by dividing the NAVD 88
 SO0001.geopotential number by the normal gravity value computed on the
 SO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0001.degrees latitude (g = 980.6199 gals.).
 SO0001
 SO0001.The modeled gravity was interpolated from observed gravity values.
 SO0001
 SO0001;                    North         East    Units  Estimated Accuracy
 SO0001;SPC ND N     -    68,310.      473,330.      MT  (+/- 180 meters Scaled)
 SO0001
 SO0001                          SUPERSEDED SURVEY CONTROL
 SO0001
 SO0001  NGVD 29 (??/??/92)  529.848  (m)         1738.34   (f) ADJ UNCH    2 0
 SO0001
 SO0001.Superseded values are not recommended for survey control.
 SO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0001.See file dsdata.txt to determine how the superseded data were derived.
 SO0001
 SO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN116759(NAD 83)
 SO0001_MARKER: DB = BENCH MARK DISK
 SO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0001_STAMPING: L 392 1946
 SO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0001+STABILITY: SURFACE MOTION
 SO0001
 SO0001  HISTORY     - Date     Condition        Report By
 SO0001  HISTORY     - 1946     MONUMENTED       CGS
 SO0001
 SO0001                          STATION DESCRIPTION
 SO0001
 SO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0001'3.2 MI NW FROM ELBOWOODS.
 SO0001'TO REACH FROM THE HIGH SCHOOL BUILDING AT ELBOWOODS GO NORTH 0.5 MILE
 SO0001'ALONG A GRAVELED ROAD, THENCE WEST 1.7 MILE ALONG STATE HIGHWAY NO. 8,
 SO0001'THENCE NORTH 1.0 MILE ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH
 SO0001'MARK IS AT A T INTERSECTION, 48.0 FEET EAST OF AND ABOUT LEVEL WITH
 SO0001'THE CENTER LINE OF THE GRAVELED ROAD, 31.0 FEET NORTH OF THE CENTER
 SO0001'LINE OF A DIRT ROAD LEADING EAST, 23.0 FEET NORTHEAST OF THE NORTH END
 SO0001'OF A CONCRETE TUBE CULVERT, 18.0 FEET SOUTHEAST OF A TELEPHONE POLE,
 SO0001'6.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A FENCE AND 1.0
 SO0001'FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED L 392
 SO0001'1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 SO0001'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1154 ***********************************************************************
 SN1154  DESIGNATION -  L 393
 SN1154  PID         -  SN1154
 SN1154  STATE/COUNTY-  ND/MCLEAN
 SN1154  USGS QUAD   -  BLACKWATER LAKE SE (1967)
 SN1154
 SN1154                         *CURRENT SURVEY CONTROL
 SN1154  ___________________________________________________________________
 SN1154* NAD 83(1986)-  47 32 40.     (N)    101 51 55.     (W)     SCALED    
 SN1154* NAVD 88     -       551.701  (meters)    1810.04   (feet)  ADJUSTED  
 SN1154  ___________________________________________________________________
 SN1154  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 SN1154  DYNAMIC HT  -         551.756 (meters)    1810.22  (feet)  COMP
 SN1154  MODELED GRAV-     980,694.3   (mgal)                       NAVD 88
 SN1154
 SN1154  VERT ORDER  -  SECOND    CLASS 0
 SN1154
 SN1154.The horizontal coordinates were scaled from a topographic map and have
 SN1154.an estimated accuracy of +/- 6 seconds.
 SN1154
 SN1154.The orthometric height was determined by differential leveling
 SN1154.and adjusted by the National Geodetic Survey in June 1991..
 SN1154
 SN1154.The geoid height was determined by GEOID03.
 SN1154
 SN1154.The dynamic height is computed by dividing the NAVD 88
 SN1154.geopotential number by the normal gravity value computed on the
 SN1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1154.degrees latitude (g = 980.6199 gals.).
 SN1154
 SN1154.The modeled gravity was interpolated from observed gravity values.
 SN1154
 SN1154;                    North         East    Units  Estimated Accuracy
 SN1154;SPC ND N     -    61,440.      497,230.      MT  (+/- 180 meters Scaled)
 SN1154
 SN1154                          SUPERSEDED SURVEY CONTROL
 SN1154
 SN1154  NGVD 29 (??/??/92)  551.298  (m)         1808.72   (f) ADJ UNCH    2 0
 SN1154
 SN1154.Superseded values are not recommended for survey control.
 SN1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1154.See file dsdata.txt to determine how the superseded data were derived.
 SN1154
 SN1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT843696(NAD 83)
 SN1154_MARKER: DB = BENCH MARK DISK
 SN1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1154_STAMPING: L 393 1946
 SN1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1154+STABILITY: SURFACE MOTION
 SN1154
 SN1154  HISTORY     - Date     Condition        Report By
 SN1154  HISTORY     - 1946     MONUMENTED       CGS
 SN1154  HISTORY     - 1958     GOOD             NGS
 SN1154
 SN1154                          STATION DESCRIPTION
 SN1154
 SN1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN1154'12.0 MI SW FROM EMMET POST OFFICE.
 SN1154'1.0 MILE NORTH, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD FROM
 SN1154'THE PUBLIC SCHOOL AT NISHU, MCLEAN COUNTY, AT THE NORTHWEST CORNER OF
 SN1154'A CULTIVATED FIELD, AT A DIRT-ROAD INTERSECTION, 56 FEET SOUTH OF THE
 SN1154'CENTERLINE OF THE EAST-AND-WEST DIRT ROAD, 25 FEET EAST OF THE
 SN1154'CENTERLINE OF THE NORTH-AND-SOUTH DIRT ROAD, 20 FEET SOUTH OF A FENCE
 SN1154'CORNER, 1.5 FEET WEST OF THE FENCE, 1 FOOT NORTH OF A WHITE WOODEN
 SN1154'WITNESS POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED L 393
 SN1154'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 SN1154'GROUND.  NOTE-- AT THE TIME OF RECOVERY THIS MARK WAS JUST A FEW FEET
 SN1154'ABOVE WATER LEVEL.  THE MARK WAS ORIGINALLY DESCRIBED FROM NISHU BUT
 SN1154'THIS VILLAGE WAS ABANDONED AS THE SITE IS UNDER WATERS OF THE GARRISON
 SN1154'RESERVOIR.  TO REACH FROM THE EMMET POST OFFICE, GO WEST FOR 9.0
 SN1154'MILES, SOUTH 4.0 MILES, WEST 1.0 MILE, SOUTH 1.0 MILE, WEST 1.0 MILE,
 SN1154'SOUTH 2.0 MILES THENCE EAST 1.0 MILE TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1127 ***********************************************************************
 SN1127  DESIGNATION -  L 394
 SN1127  PID         -  SN1127
 SN1127  STATE/COUNTY-  ND/MCLEAN
 SN1127  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1127
 SN1127                         *CURRENT SURVEY CONTROL
 SN1127  ___________________________________________________________________
 SN1127* NAD 83(1986)-  47 38 46.     (N)    101 54 24.     (W)     SCALED    
 SN1127* NAVD 88     -       633.964  (meters)    2079.93   (feet)  ADJUSTED  
 SN1127  ___________________________________________________________________
 SN1127  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 SN1127  DYNAMIC HT  -         634.028 (meters)    2080.14  (feet)  COMP
 SN1127  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 SN1127
 SN1127  VERT ORDER  -  SECOND    CLASS 0
 SN1127
 SN1127.The horizontal coordinates were scaled from a topographic map and have
 SN1127.an estimated accuracy of +/- 6 seconds.
 SN1127
 SN1127.The orthometric height was determined by differential leveling
 SN1127.and adjusted by the National Geodetic Survey in June 1991..
 SN1127
 SN1127.The geoid height was determined by GEOID03.
 SN1127
 SN1127.The dynamic height is computed by dividing the NAVD 88
 SN1127.geopotential number by the normal gravity value computed on the
 SN1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1127.degrees latitude (g = 980.6199 gals.).
 SN1127
 SN1127.The modeled gravity was interpolated from observed gravity values.
 SN1127
 SN1127;                    North         East    Units  Estimated Accuracy
 SN1127;SPC ND N     -    72,800.      494,320.      MT  (+/- 180 meters Scaled)
 SN1127
 SN1127                          SUPERSEDED SURVEY CONTROL
 SN1127
 SN1127  NGVD 29 (??/??/92)  633.551  (m)         2078.58   (f) ADJ UNCH    2 0
 SN1127
 SN1127.Superseded values are not recommended for survey control.
 SN1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1127.See file dsdata.txt to determine how the superseded data were derived.
 SN1127
 SN1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT817810(NAD 83)
 SN1127_MARKER: DB = BENCH MARK DISK
 SN1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1127_STAMPING: L 394 1946
 SN1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1127+STABILITY: SURFACE MOTION
 SN1127
 SN1127  HISTORY     - Date     Condition        Report By
 SN1127  HISTORY     - 1946     MONUMENTED       CGS
 SN1127  HISTORY     - 1962     GOOD             NGS
 SN1127
 SN1127                          STATION DESCRIPTION
 SN1127
 SN1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1127'11.95 MI W FROM EMMET.
 SN1127'1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1127'THENCE 10.95 MILE WEST ALONG A GRAVELED ROAD, EAST OF A TRACK ROAD
 SN1127'INTERSECTION, 240 FEET EAST-SOUTHEAST OF THE INTERSECTION, 58 FEET
 SN1127'SOUTH OF THE CENTERLINE OF THE ROAD, 27 FEET NORTHWEST OF A POWER
 SN1127'POLE, 17 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, ABOUT 5
 SN1127'FEET HIGHER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST
 SN1127'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1128 ***********************************************************************
 SN1128  DESIGNATION -  L 394 RESET
 SN1128  PID         -  SN1128
 SN1128  STATE/COUNTY-  ND/MCLEAN
 SN1128  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1128
 SN1128                         *CURRENT SURVEY CONTROL
 SN1128  ___________________________________________________________________
 SN1128* NAD 83(1986)-  47 38 46.     (N)    101 54 24.     (W)     SCALED    
 SN1128* NAVD 88     -       633.68   (+/-2cm)    2079.0    (feet)  VERTCON   
 SN1128  ___________________________________________________________________
 SN1128  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 SN1128
 SN1128  VERT ORDER  -  THIRD (See Below)
 SN1128
 SN1128.The horizontal coordinates were scaled from a topographic map and have
 SN1128.an estimated accuracy of +/- 6 seconds.
 SN1128
 SN1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1128.The vertical order pertains to the NGVD 29 superseded value.
 SN1128
 SN1128.The geoid height was determined by GEOID03.
 SN1128
 SN1128;                    North         East    Units  Estimated Accuracy
 SN1128;SPC ND N     -    72,800.      494,320.      MT  (+/- 180 meters Scaled)
 SN1128
 SN1128                          SUPERSEDED SURVEY CONTROL
 SN1128
 SN1128  NGVD 29 (11/04/04)  633.27   (m)         2077.7    (f) RESET       3  
 SN1128
 SN1128.Superseded values are not recommended for survey control.
 SN1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1128.See file dsdata.txt to determine how the superseded data were derived.
 SN1128
 SN1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT817810(NAD 83)
 SN1128_MARKER: DB = BENCH MARK DISK
 SN1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1128_STAMPING: L 394 RESET 1965
 SN1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1128+STABILITY: SURFACE MOTION
 SN1128
 SN1128  HISTORY     - Date     Condition        Report By
 SN1128  HISTORY     - 1965     MONUMENTED       LOCENG
 SN1128  HISTORY     - 1966     GOOD             LOCENG
 SN1128
 SN1128                          STATION DESCRIPTION
 SN1128
 SN1128'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SN1128'24.0 MI W FROM GARRISON.
 SN1128'ABOUT 24.0 MILES WEST ALONG STATE HIGHWAY 37 AND A GRAVEL ROAD FROM
 SN1128'THE TOWN OF GARRISON, 1.0 MILE WEST ALONG STATE HIGHWAY 37 AND 11
 SN1128'MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT EMMET, AT THE
 SN1128'INTERSECTION OF SECTIONS 8, 9, 16, AND 17, T 148 N., R 88 W., 255 FEET
 SN1128'EAST OF THE NORTH-SOUTH SECTION LINE TRAIL, 70 FEET SOUTH OF THE
 SN1128'CENTER LINE OF AN EAST-WEST GRAVEL ROAD, 34 FEET WEST OF AN R. E. A.
 SN1128'POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 SN1128'CONCRETE POST NEAR ROAD STATION 208 + 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0547 ***********************************************************************
 SO0547  DESIGNATION -  L 396
 SO0547  PID         -  SO0547
 SO0547  STATE/COUNTY-  ND/MCKENZIE
 SO0547  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0547
 SO0547                         *CURRENT SURVEY CONTROL
 SO0547  ___________________________________________________________________
 SO0547* NAD 83(1986)-  47 53 29.     (N)    103 11 52.     (W)     SCALED    
 SO0547* NAVD 88     -       634.305  (meters)    2081.05   (feet)  ADJUSTED  
 SO0547  ___________________________________________________________________
 SO0547  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SO0547  DYNAMIC HT  -         634.372 (meters)    2081.27  (feet)  COMP
 SO0547  MODELED GRAV-     980,696.4   (mgal)                       NAVD 88
 SO0547
 SO0547  VERT ORDER  -  SECOND    CLASS 0
 SO0547
 SO0547.The horizontal coordinates were scaled from a topographic map and have
 SO0547.an estimated accuracy of +/- 6 seconds.
 SO0547
 SO0547.The orthometric height was determined by differential leveling
 SO0547.and adjusted by the National Geodetic Survey in June 1991..
 SO0547
 SO0547.The geoid height was determined by GEOID03.
 SO0547
 SO0547.The dynamic height is computed by dividing the NAVD 88
 SO0547.geopotential number by the normal gravity value computed on the
 SO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0547.degrees latitude (g = 980.6199 gals.).
 SO0547
 SO0547.The modeled gravity was interpolated from observed gravity values.
 SO0547
 SO0547;                    North         East    Units  Estimated Accuracy
 SO0547;SPC ND N     -   102,640.      398,310.      MT  (+/- 180 meters Scaled)
 SO0547
 SO0547                          SUPERSEDED SURVEY CONTROL
 SO0547
 SO0547  NGVD 29 (??/??/92)  633.792  (m)         2079.37   (f) ADJ UNCH    2 0
 SO0547
 SO0547.Superseded values are not recommended for survey control.
 SO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0547.See file dsdata.txt to determine how the superseded data were derived.
 SO0547
 SO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP347058(NAD 83)
 SO0547_MARKER: DB = BENCH MARK DISK
 SO0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0547_STAMPING: L 396 1946
 SO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0547+STABILITY: SURFACE MOTION
 SO0547
 SO0547  HISTORY     - Date     Condition        Report By
 SO0547  HISTORY     - 1946     MONUMENTED       CGS
 SO0547  HISTORY     - 1966     GOOD             SHELL
 SO0547
 SO0547                          STATION DESCRIPTION
 SO0547
 SO0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0547'10.2 MI NE FROM WATFORD CITY.
 SO0547'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0547'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 6.8 MILES NORTH
 SO0547'ALONG A GRAVELED COUTNY ROAD, 44 FEET EAST OF THE CENTER LINE OF THE
 SO0547'GRAVELED ROAD, 14 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 9
 SO0547'FEET EAST OF A CORNER FENCE POST, 2 FEET NORTH OF AN EAST-WEST FENCE
 SO0547'LINE, 2 FEET WEST OF A 4 X 4 IN. MARKER POST.
 SO0547
 SO0547                          STATION RECOVERY (1966)
 SO0547
 SO0547'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 SO0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0704 ***********************************************************************
 SO0704  DESIGNATION -  L 396 RESET
 SO0704  PID         -  SO0704
 SO0704  STATE/COUNTY-  ND/MCKENZIE
 SO0704  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0704
 SO0704                         *CURRENT SURVEY CONTROL
 SO0704  ___________________________________________________________________
 SO0704* NAD 83(1986)-  47 53 29.     (N)    103 11 52.     (W)     SCALED    
 SO0704* NAVD 88     -       634.57   (+/-2cm)    2081.9    (feet)  VERTCON   
 SO0704  ___________________________________________________________________
 SO0704  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SO0704
 SO0704  VERT ORDER  -  THIRD (See Below)
 SO0704
 SO0704.The horizontal coordinates were scaled from a topographic map and have
 SO0704.an estimated accuracy of +/- 6 seconds.
 SO0704
 SO0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0704.The vertical order pertains to the NGVD 29 superseded value.
 SO0704
 SO0704.The geoid height was determined by GEOID03.
 SO0704
 SO0704;                    North         East    Units  Estimated Accuracy
 SO0704;SPC ND N     -   102,640.      398,310.      MT  (+/- 180 meters Scaled)
 SO0704
 SO0704                          SUPERSEDED SURVEY CONTROL
 SO0704
 SO0704  NGVD 29 (11/04/04)  634.06   (m)         2080.2    (f) RESET       3  
 SO0704
 SO0704.Superseded values are not recommended for survey control.
 SO0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0704.See file dsdata.txt to determine how the superseded data were derived.
 SO0704
 SO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP347058(NAD 83)
 SO0704_MARKER: DB = BENCH MARK DISK
 SO0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0704_STAMPING: L 396 RESET 1979
 SO0704_PROJECTION: FLUSH
 SO0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0704+STABILITY: SURFACE MOTION
 SO0704
 SO0704  HISTORY     - Date     Condition        Report By
 SO0704  HISTORY     - 1979     MONUMENTED       NGS
 SO0704
 SO0704                          STATION DESCRIPTION
 SO0704
 SO0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SO0704'10.2 MI NE FROM WATFORD CITY.
 SO0704'0.2 MILE NORTH FROM POST OFFICE IN WATFORD CITY, 2.9 MILES EAST
 SO0704'ALONG STATE HIGHWAY 23, 6.2 MILES NORTH ALONG A COUNTY ROAD, 87
 SO0704'FEET EAST CENTER OF ROAD, 12 FEET NORTH OF CENTER OF FIELD ENTRANCE,
 SO0704'8.5 FEET EAST OF UNDERGROUND CABLE WARNING SIGN, AND 1 FOOT SOUTH OF
 SO0704'FENCE.
 SO0704'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1287 ***********************************************************************
 TG1287  DESIGNATION -  L 397
 TG1287  PID         -  TG1287
 TG1287  STATE/COUNTY-  ND/MCKENZIE
 TG1287  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1287
 TG1287                         *CURRENT SURVEY CONTROL
 TG1287  ___________________________________________________________________
 TG1287* NAD 83(1986)-  48 01 31.     (N)    103 07 10.     (W)     SCALED    
 TG1287* NAVD 88     -       589.540  (meters)    1934.18   (feet)  ADJUSTED  
 TG1287  ___________________________________________________________________
 TG1287  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 TG1287  DYNAMIC HT  -         589.611 (meters)    1934.42  (feet)  COMP
 TG1287  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 TG1287
 TG1287  VERT ORDER  -  SECOND    CLASS 0
 TG1287
 TG1287.The horizontal coordinates were scaled from a topographic map and have
 TG1287.an estimated accuracy of +/- 6 seconds.
 TG1287
 TG1287.The orthometric height was determined by differential leveling
 TG1287.and adjusted by the National Geodetic Survey in June 1991..
 TG1287
 TG1287.The geoid height was determined by GEOID03.
 TG1287
 TG1287.The dynamic height is computed by dividing the NAVD 88
 TG1287.geopotential number by the normal gravity value computed on the
 TG1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1287.degrees latitude (g = 980.6199 gals.).
 TG1287
 TG1287.The modeled gravity was interpolated from observed gravity values.
 TG1287
 TG1287;                    North         East    Units  Estimated Accuracy
 TG1287;SPC ND N     -   117,310.      404,670.      MT  (+/- 180 meters Scaled)
 TG1287
 TG1287                          SUPERSEDED SURVEY CONTROL
 TG1287
 TG1287  NGVD 29 (??/??/92)  589.046  (m)         1932.56   (f) ADJ UNCH    2 0
 TG1287
 TG1287.Superseded values are not recommended for survey control.
 TG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1287.See file dsdata.txt to determine how the superseded data were derived.
 TG1287
 TG1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP402208(NAD 83)
 TG1287_MARKER: DB = BENCH MARK DISK
 TG1287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1287_SP_SET: CULVERT
 TG1287_STAMPING: L 397 1946
 TG1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1287
 TG1287  HISTORY     - Date     Condition        Report By
 TG1287  HISTORY     - 1946     MONUMENTED       CGS
 TG1287
 TG1287                          STATION DESCRIPTION
 TG1287
 TG1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1287'28.4 MI NE FROM WATFORD CITY.
 TG1287'ABOUT 3.4 MILES EAST ALONG NORTH DAKOTA STATE HIGHWAY NO. 23 FROM THE
 TG1287'GREAT NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES
 TG1287'NORTH ALONG A GRAVELED ROAD TO THE BANKS SCHOOL, THENCE NORTHEAST 4.9
 TG1287'MILES TO A T-ROAD INTERSECTION ABOUT 0.1 MILE EAST OF THE TOBACCO
 TG1287'CREEK BRIDGE, THENCE 3.2 MILES SOUTH, AND IN THE WEST HEADWALL OF A 6
 TG1287'X 6 FOOT CONCRETE CULVERT, 300 FEET NORTHWEST OF A TWO STORY HOUSE,
 TG1287'190 FEET SOUTH OF A T-ROAD INTERSECTION, 105 FEET NORTH OF THE
 TG1287'INTERSECTION OF THE ROAD AND A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0493 ***********************************************************************
 SO0493  DESIGNATION -  L 398
 SO0493  PID         -  SO0493
 SO0493  STATE/COUNTY-  ND/DUNN
 SO0493  USGS QUAD   -  MANDAREE (1970)
 SO0493
 SO0493                         *CURRENT SURVEY CONTROL
 SO0493  ___________________________________________________________________
 SO0493* NAD 83(1986)-  47 40 05.     (N)    102 41 58.     (W)     SCALED    
 SO0493* NAVD 88     -       736.903  (meters)    2417.66   (feet)  ADJUSTED  
 SO0493  ___________________________________________________________________
 SO0493  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 SO0493  DYNAMIC HT  -         736.964 (meters)    2417.86  (feet)  COMP
 SO0493  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 SO0493
 SO0493  VERT ORDER  -  SECOND    CLASS 0
 SO0493
 SO0493.The horizontal coordinates were scaled from a topographic map and have
 SO0493.an estimated accuracy of +/- 6 seconds.
 SO0493
 SO0493.The orthometric height was determined by differential leveling
 SO0493.and adjusted by the National Geodetic Survey in June 1991..
 SO0493
 SO0493.The geoid height was determined by GEOID03.
 SO0493
 SO0493.The dynamic height is computed by dividing the NAVD 88
 SO0493.geopotential number by the normal gravity value computed on the
 SO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0493.degrees latitude (g = 980.6199 gals.).
 SO0493
 SO0493.The modeled gravity was interpolated from observed gravity values.
 SO0493
 SO0493;                    North         East    Units  Estimated Accuracy
 SO0493;SPC ND S     -   224,790.      434,830.      MT  (+/- 180 meters Scaled)
 SO0493
 SO0493                          SUPERSEDED SURVEY CONTROL
 SO0493
 SO0493  NGVD 29 (??/??/92)  736.416  (m)         2416.06   (f) ADJ UNCH    2 0
 SO0493
 SO0493.Superseded values are not recommended for survey control.
 SO0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0493.See file dsdata.txt to determine how the superseded data were derived.
 SO0493
 SO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN727819(NAD 83)
 SO0493_MARKER: DB = BENCH MARK DISK
 SO0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0493_STAMPING: L 398 1946
 SO0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0493+STABILITY: SURFACE MOTION
 SO0493
 SO0493  HISTORY     - Date     Condition        Report By
 SO0493  HISTORY     - 1946     MONUMENTED       CGS
 SO0493
 SO0493                          STATION DESCRIPTION
 SO0493
 SO0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0493'35.7 MI SE FROM WATFORD CITY.
 SO0493'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0493'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0493'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 5.9 MILES
 SO0493'EAST ALONG A GRADED DIRT ROAD, ABOUT 35 FEET SOUTH OF A PROMINENT
 SO0493'WATERING HOLE, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 SO0493'NORTH OF A 4 X 4 IN. MARKER POST.  NOTE-- 15.4 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0504 ***********************************************************************
 SO0504  DESIGNATION -  L 399
 SO0504  PID         -  SO0504
 SO0504  STATE/COUNTY-  ND/DUNN
 SO0504  USGS QUAD   -  MANDAREE NE (1970)
 SO0504
 SO0504                         *CURRENT SURVEY CONTROL
 SO0504  ___________________________________________________________________
 SO0504* NAD 83(1986)-  47 44 44.     (N)    102 34 10.     (W)     SCALED    
 SO0504* NAVD 88     -       695.858  (meters)    2282.99   (feet)  ADJUSTED  
 SO0504  ___________________________________________________________________
 SO0504  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 SO0504  DYNAMIC HT  -         695.929 (meters)    2283.23  (feet)  COMP
 SO0504  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 SO0504
 SO0504  VERT ORDER  -  SECOND    CLASS 0
 SO0504
 SO0504.The horizontal coordinates were scaled from a topographic map and have
 SO0504.an estimated accuracy of +/- 6 seconds.
 SO0504
 SO0504.The orthometric height was determined by differential leveling
 SO0504.and adjusted by the National Geodetic Survey in June 1991..
 SO0504
 SO0504.The geoid height was determined by GEOID03.
 SO0504
 SO0504.The dynamic height is computed by dividing the NAVD 88
 SO0504.geopotential number by the normal gravity value computed on the
 SO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0504.degrees latitude (g = 980.6199 gals.).
 SO0504
 SO0504.The modeled gravity was interpolated from observed gravity values.
 SO0504
 SO0504;                    North         East    Units  Estimated Accuracy
 SO0504;SPC ND S     -   233,140.      444,820.      MT  (+/- 180 meters Scaled)
 SO0504
 SO0504                          SUPERSEDED SURVEY CONTROL
 SO0504
 SO0504  NGVD 29 (??/??/92)  695.388  (m)         2281.45   (f) ADJ UNCH    2 0
 SO0504
 SO0504.Superseded values are not recommended for survey control.
 SO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0504.See file dsdata.txt to determine how the superseded data were derived.
 SO0504
 SO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN821908(NAD 83)
 SO0504_MARKER: DB = BENCH MARK DISK
 SO0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0504_STAMPING: L 399 1946
 SO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0504+STABILITY: SURFACE MOTION
 SO0504
 SO0504  HISTORY     - Date     Condition        Report By
 SO0504  HISTORY     - 1946     MONUMENTED       CGS
 SO0504
 SO0504                          STATION DESCRIPTION
 SO0504
 SO0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0504'24.7 MI S FROM SANISH.
 SO0504'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0504'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.9 MILES SOUTH ALONG A
 SO0504'GRAVELED ROAD (THIS ROAD GRADUALLY DIMINISHES TO A DIRT TRACK ROAD) TO
 SO0504'A Y-ROAD INTERSECTION, THENCE 1.0 MILE SOUTHEAST ALONG A DIRT TRACK
 SO0504'ROAD TO THE MARK, ABOUT MID-DISTANT BETWEEN TWO SWAMPY PLACES WITHIN
 SO0504'RADIUS OF 100 FEET OF THE MARK, 20 FEET SOUTH OF THE CENTER LINE OF
 SO0504'THE ROAD, 3 FEET SOUTH OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0284 ***********************************************************************
 TG0284  DESIGNATION -  L 4 B 1
 TG0284  PID         -  TG0284
 TG0284  STATE/COUNTY-  ND/BURKE
 TG0284  USGS QUAD   -  BOWBELLS (1947)
 TG0284
 TG0284                         *CURRENT SURVEY CONTROL
 TG0284  ___________________________________________________________________
 TG0284* NAD 83(1986)-  48 48 38.     (N)    102 09 56.     (W)     SCALED    
 TG0284* NAVD 88     -       589.237  (meters)    1933.19   (feet)  ADJUSTED  
 TG0284  ___________________________________________________________________
 TG0284  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TG0284  DYNAMIC HT  -         589.360 (meters)    1933.59  (feet)  COMP
 TG0284  MODELED GRAV-     980,799.6   (mgal)                       NAVD 88
 TG0284
 TG0284  VERT ORDER  -  SECOND    CLASS 0
 TG0284
 TG0284.The horizontal coordinates were scaled from a topographic map and have
 TG0284.an estimated accuracy of +/- 6 seconds.
 TG0284
 TG0284.The orthometric height was determined by differential leveling
 TG0284.and adjusted by the National Geodetic Survey in June 1991..
 TG0284
 TG0284.The geoid height was determined by GEOID03.
 TG0284
 TG0284.The dynamic height is computed by dividing the NAVD 88
 TG0284.geopotential number by the normal gravity value computed on the
 TG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0284.degrees latitude (g = 980.6199 gals.).
 TG0284
 TG0284.The modeled gravity was interpolated from observed gravity values.
 TG0284
 TG0284;                    North         East    Units  Estimated Accuracy
 TG0284;SPC ND N     -   202,630.      477,670.      MT  (+/- 180 meters Scaled)
 TG0284
 TG0284                          SUPERSEDED SURVEY CONTROL
 TG0284
 TG0284  NGVD 29 (??/??/92)  588.83   (m)         1931.9    (f) COMPUTED    2 0
 TG0284
 TG0284.Superseded values are not recommended for survey control.
 TG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0284.See file dsdata.txt to determine how the superseded data were derived.
 TG0284
 TG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ080102(NAD 83)
 TG0284_MARKER: DD = SURVEY DISK
 TG0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0284+STABILITY: SURFACE MOTION
 TG0284
 TG0284  HISTORY     - Date     Condition        Report By
 TG0284  HISTORY     - UNK      MONUMENTED       DOD
 TG0284  HISTORY     - 1963     GOOD             NGS
 TG0284
 TG0284                          STATION DESCRIPTION
 TG0284
 TG0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0284'4.25 MI E FROM BOWBELLS.
 TG0284'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0284'RAILROAD STATION AT BOWBELLS, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY
 TG0284'52 AND STATE HIGHWAY 5, THENCE 0.25 MILES NORTH ACROSS A FIELD, THE
 TG0284'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TG0284'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0285 ***********************************************************************
 TG0285  DESIGNATION -  L 4 B 2
 TG0285  PID         -  TG0285
 TG0285  STATE/COUNTY-  ND/BURKE
 TG0285  USGS QUAD   -  BOWBELLS (1947)
 TG0285
 TG0285                         *CURRENT SURVEY CONTROL
 TG0285  ___________________________________________________________________
 TG0285* NAD 83(1986)-  48 48 36.     (N)    102 09 43.     (W)     SCALED    
 TG0285* NAVD 88     -       587.748  (meters)    1928.30   (feet)  ADJUSTED  
 TG0285  ___________________________________________________________________
 TG0285  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TG0285  DYNAMIC HT  -         587.870 (meters)    1928.70  (feet)  COMP
 TG0285  MODELED GRAV-     980,799.5   (mgal)                       NAVD 88
 TG0285
 TG0285  VERT ORDER  -  SECOND    CLASS 0
 TG0285
 TG0285.The horizontal coordinates were scaled from a topographic map and have
 TG0285.an estimated accuracy of +/- 6 seconds.
 TG0285
 TG0285.The orthometric height was determined by differential leveling
 TG0285.and adjusted by the National Geodetic Survey in June 1991..
 TG0285
 TG0285.The geoid height was determined by GEOID03.
 TG0285
 TG0285.The dynamic height is computed by dividing the NAVD 88
 TG0285.geopotential number by the normal gravity value computed on the
 TG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0285.degrees latitude (g = 980.6199 gals.).
 TG0285
 TG0285.The modeled gravity was interpolated from observed gravity values.
 TG0285
 TG0285;                    North         East    Units  Estimated Accuracy
 TG0285;SPC ND N     -   202,570.      477,940.      MT  (+/- 180 meters Scaled)
 TG0285
 TG0285                          SUPERSEDED SURVEY CONTROL
 TG0285
 TG0285  NGVD 29 (??/??/92)  587.34   (m)         1927.0    (f) COMPUTED    2 0
 TG0285
 TG0285.Superseded values are not recommended for survey control.
 TG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0285.See file dsdata.txt to determine how the superseded data were derived.
 TG0285
 TG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ083102(NAD 83)
 TG0285_MARKER: DD = SURVEY DISK
 TG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0285+STABILITY: SURFACE MOTION
 TG0285
 TG0285  HISTORY     - Date     Condition        Report By
 TG0285  HISTORY     - UNK      MONUMENTED       DOD
 TG0285  HISTORY     - 1963     GOOD             NGS
 TG0285
 TG0285                          STATION DESCRIPTION
 TG0285
 TG0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0285'4.45 MI E FROM BOWBELLS.
 TG0285'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0285'RAILROAD STATION AT BOWBELLS, THENCE 3.65 MILES EAST ALONG U.S.
 TG0285'HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 0.2 MILES NORTH ACROSS A FIELD,
 TG0285'IN SECTION 30, T 162 N, R 88 W, THE TOP SURFACE OVER THE CENTER HOLE
 TG0285'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TG0285'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0281 ***********************************************************************
 TG0281  DESIGNATION -  L 4 Z
 TG0281  PID         -  TG0281
 TG0281  STATE/COUNTY-  ND/BURKE
 TG0281  USGS QUAD   -  BOWBELLS (1947)
 TG0281
 TG0281                         *CURRENT SURVEY CONTROL
 TG0281  ___________________________________________________________________
 TG0281* NAD 83(1986)-  48 48 25.     (N)    102 10 03.     (W)     SCALED    
 TG0281* NAVD 88     -       587.869  (meters)    1928.70   (feet)  ADJUSTED  
 TG0281  ___________________________________________________________________
 TG0281  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TG0281  DYNAMIC HT  -         587.991 (meters)    1929.10  (feet)  COMP
 TG0281  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TG0281
 TG0281  VERT ORDER  -  SECOND    CLASS 0
 TG0281
 TG0281.The horizontal coordinates were scaled from a topographic map and have
 TG0281.an estimated accuracy of +/- 6 seconds.
 TG0281
 TG0281.The orthometric height was determined by differential leveling
 TG0281.and adjusted by the National Geodetic Survey in June 1991..
 TG0281
 TG0281.The geoid height was determined by GEOID03.
 TG0281
 TG0281.The dynamic height is computed by dividing the NAVD 88
 TG0281.geopotential number by the normal gravity value computed on the
 TG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0281.degrees latitude (g = 980.6199 gals.).
 TG0281
 TG0281.The modeled gravity was interpolated from observed gravity values.
 TG0281
 TG0281;                    North         East    Units  Estimated Accuracy
 TG0281;SPC ND N     -   202,230.      477,520.      MT  (+/- 180 meters Scaled)
 TG0281
 TG0281                          SUPERSEDED SURVEY CONTROL
 TG0281
 TG0281  NGVD 29 (??/??/92)  587.46   (m)         1927.4    (f) COMPUTED    2 0
 TG0281
 TG0281.Superseded values are not recommended for survey control.
 TG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0281.See file dsdata.txt to determine how the superseded data were derived.
 TG0281
 TG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ079098(NAD 83)
 TG0281_MARKER: DS = TRIANGULATION STATION DISK
 TG0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0281_STAMPING: L 4 Z 1963
 TG0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0281+STABILITY: SURFACE MOTION
 TG0281
 TG0281  HISTORY     - Date     Condition        Report By
 TG0281  HISTORY     - 1963     MONUMENTED       CGS
 TG0281
 TG0281                          STATION DESCRIPTION
 TG0281
 TG0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0281'3.95 MI E FROM BOWBELLS.
 TG0281'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0281'RAILROAD STATION AT BOWBELLS, THENCE 3.35 MILES EAST ALONG U.S.
 TG0281'HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 6, T 161 N, R 88 W, ABOUT
 TG0281'0.1 MILES WEST OF A SHEET METAL BUILDING, 67 FEET SOUTH OF THE CENTER
 TG0281'LINE OF THE HIGHWAY, 88 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE
 TG0281'TUBULAR CULVERT, 7 FEET NORTH OF A POWER POLE, 6.4 FEET NORTHEAST OF A
 TG0281'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 TG0281'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0282 ***********************************************************************
 TG0282  DESIGNATION -  L 4 Z RM 1
 TG0282  PID         -  TG0282
 TG0282  STATE/COUNTY-  ND/BURKE
 TG0282  USGS QUAD   -  BOWBELLS (1947)
 TG0282
 TG0282                         *CURRENT SURVEY CONTROL
 TG0282  ___________________________________________________________________
 TG0282* NAD 83(1986)-  48 48 25.     (N)    102 10 03.     (W)     SCALED    
 TG0282* NAVD 88     -       587.823  (meters)    1928.55   (feet)  ADJUSTED  
 TG0282  ___________________________________________________________________
 TG0282  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TG0282  DYNAMIC HT  -         587.945 (meters)    1928.95  (feet)  COMP
 TG0282  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TG0282
 TG0282  VERT ORDER  -  SECOND    CLASS 0
 TG0282
 TG0282.The horizontal coordinates were scaled from a topographic map and have
 TG0282.an estimated accuracy of +/- 6 seconds.
 TG0282
 TG0282.The orthometric height was determined by differential leveling
 TG0282.and adjusted by the National Geodetic Survey in June 1991..
 TG0282
 TG0282.The geoid height was determined by GEOID03.
 TG0282
 TG0282.The dynamic height is computed by dividing the NAVD 88
 TG0282.geopotential number by the normal gravity value computed on the
 TG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0282.degrees latitude (g = 980.6199 gals.).
 TG0282
 TG0282.The modeled gravity was interpolated from observed gravity values.
 TG0282
 TG0282;                    North         East    Units  Estimated Accuracy
 TG0282;SPC ND N     -   202,230.      477,520.      MT  (+/- 180 meters Scaled)
 TG0282
 TG0282                          SUPERSEDED SURVEY CONTROL
 TG0282
 TG0282  NGVD 29 (??/??/92)  587.42   (m)         1927.2    (f) COMPUTED    2 0
 TG0282
 TG0282.Superseded values are not recommended for survey control.
 TG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0282.See file dsdata.txt to determine how the superseded data were derived.
 TG0282
 TG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ079098(NAD 83)
 TG0282_MARKER: DR = REFERENCE MARK DISK
 TG0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0282_STAMPING: L 4 Z NO 1 1963
 TG0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0282+STABILITY: SURFACE MOTION
 TG0282
 TG0282  HISTORY     - Date     Condition        Report By
 TG0282  HISTORY     - 1963     MONUMENTED       CGS
 TG0282
 TG0282                          STATION DESCRIPTION
 TG0282
 TG0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0282'3.95 MI E FROM BOWBELLS.
 TG0282'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0282'RAILROAD STATION AT BOWBELLS, THENCE 3.35 MILES EAST ALONG U.S.
 TG0282'HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 6, T 161 N, R 88 W, ABOUT
 TG0282'0.1 MILES WEST OF A SHEET METAL BUILDING, 73 FEET SOUTH OF THE CENTER
 TG0282'LINE OF THE HIGHWAY, 60.4 FEET EAST OF L 4 Z 1963, 60 FEET EAST OF A
 TG0282'POWER POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 TG0282'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0280 ***********************************************************************
 TG0280  DESIGNATION -  L 4 Z RM 2
 TG0280  PID         -  TG0280
 TG0280  STATE/COUNTY-  ND/BURKE
 TG0280  USGS QUAD   -  BOWBELLS (1947)
 TG0280
 TG0280                         *CURRENT SURVEY CONTROL
 TG0280  ___________________________________________________________________
 TG0280* NAD 83(1986)-  48 48 25.     (N)    102 10 02.     (W)     SCALED    
 TG0280* NAVD 88     -       587.631  (meters)    1927.92   (feet)  ADJUSTED  
 TG0280  ___________________________________________________________________
 TG0280  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TG0280  DYNAMIC HT  -         587.753 (meters)    1928.32  (feet)  COMP
 TG0280  MODELED GRAV-     980,799.2   (mgal)                       NAVD 88
 TG0280
 TG0280  VERT ORDER  -  SECOND    CLASS 0
 TG0280
 TG0280.The horizontal coordinates were scaled from a topographic map and have
 TG0280.an estimated accuracy of +/- 6 seconds.
 TG0280
 TG0280.The orthometric height was determined by differential leveling
 TG0280.and adjusted by the National Geodetic Survey in June 1991..
 TG0280
 TG0280.The geoid height was determined by GEOID03.
 TG0280
 TG0280.The dynamic height is computed by dividing the NAVD 88
 TG0280.geopotential number by the normal gravity value computed on the
 TG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0280.degrees latitude (g = 980.6199 gals.).
 TG0280
 TG0280.The modeled gravity was interpolated from observed gravity values.
 TG0280
 TG0280;                    North         East    Units  Estimated Accuracy
 TG0280;SPC ND N     -   202,230.      477,540.      MT  (+/- 180 meters Scaled)
 TG0280
 TG0280                          SUPERSEDED SURVEY CONTROL
 TG0280
 TG0280  NGVD 29 (??/??/92)  587.23   (m)         1926.6    (f) COMPUTED    2 0
 TG0280
 TG0280.Superseded values are not recommended for survey control.
 TG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0280.See file dsdata.txt to determine how the superseded data were derived.
 TG0280
 TG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ079098(NAD 83)
 TG0280_MARKER: DR = REFERENCE MARK DISK
 TG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0280_STAMPING: L 4 Z NO 2 1963
 TG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0280+STABILITY: SURFACE MOTION
 TG0280
 TG0280  HISTORY     - Date     Condition        Report By
 TG0280  HISTORY     - 1963     MONUMENTED       CGS
 TG0280
 TG0280                          STATION DESCRIPTION
 TG0280
 TG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0280'3.95 MI E FROM BOWBELLS.
 TG0280'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0280'RAILROAD STATION AT BOWBELLS, THENCE 3.35 MILES EAST ALONG U.S.
 TG0280'HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 6, T 161 N, R 88 W, ABOUT
 TG0280'0.1 MILES WEST OF A SHEET METAL BUILDING, 26 FEET SOUTH OF THE CENTER
 TG0280'LINE OF THE HIGHWAY, 73 FEET EAST OF THE SOUTH END OF A CONCRETE
 TG0280'TUBULAR CULVERT, 48 FEET NORTH OF A POWER POLE, 41.1 FEET NORTH OF L 4
 TG0280'Z 1963, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 TG0280'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0967 ***********************************************************************
 SN0967  DESIGNATION -  L 401
 SN0967  PID         -  SN0967
 SN0967  STATE/COUNTY-  ND/MERCER
 SN0967  USGS QUAD   -  HAZEN NW (1969)
 SN0967
 SN0967                         *CURRENT SURVEY CONTROL
 SN0967  ___________________________________________________________________
 SN0967* NAD 83(1986)-  47 28 24.     (N)    101 44 15.     (W)     SCALED    
 SN0967* NAVD 88     -       598.038  (meters)    1962.06   (feet)  ADJUSTED  
 SN0967  ___________________________________________________________________
 SN0967  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 SN0967  DYNAMIC HT  -         598.088 (meters)    1962.23  (feet)  COMP
 SN0967  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 SN0967
 SN0967  VERT ORDER  -  SECOND    CLASS 0
 SN0967
 SN0967.The horizontal coordinates were scaled from a topographic map and have
 SN0967.an estimated accuracy of +/- 6 seconds.
 SN0967
 SN0967.The orthometric height was determined by differential leveling
 SN0967.and adjusted by the National Geodetic Survey in June 1991..
 SN0967
 SN0967.The geoid height was determined by GEOID03.
 SN0967
 SN0967.The dynamic height is computed by dividing the NAVD 88
 SN0967.geopotential number by the normal gravity value computed on the
 SN0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0967.degrees latitude (g = 980.6199 gals.).
 SN0967
 SN0967.The modeled gravity was interpolated from observed gravity values.
 SN0967
 SN0967;                    North         East    Units  Estimated Accuracy
 SN0967;SPC ND S     -   201,570.      506,720.      MT  (+/- 180 meters Scaled)
 SN0967
 SN0967                          SUPERSEDED SURVEY CONTROL
 SN0967
 SN0967  NGVD 29 (??/??/92)  597.650  (m)         1960.79   (f) ADJ UNCH    2 0
 SN0967
 SN0967.Superseded values are not recommended for survey control.
 SN0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0967.See file dsdata.txt to determine how the superseded data were derived.
 SN0967
 SN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT937613(NAD 83)
 SN0967_MARKER: DB = BENCH MARK DISK
 SN0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0967_STAMPING: 1960.790 L 401 1946
 SN0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0967+STABILITY: SURFACE MOTION
 SN0967
 SN0967  HISTORY     - Date     Condition        Report By
 SN0967  HISTORY     - 1946     MONUMENTED       CGS
 SN0967  HISTORY     - 1956     GOOD             NGS
 SN0967  HISTORY     - 1968     GOOD             DOD
 SN0967
 SN0967                          STATION DESCRIPTION
 SN0967
 SN0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SN0967'17.4 MI N FROM BEULAH.
 SN0967'17.4 MILES NORTH OF BEULAH, MERCER COUNTY.  THIS BENCH MARK MAY BE
 SN0967'REACHED FROM THE CROSSING OF STATE HIGHWAY 25 AND THE NORTHERN PACIFIC
 SN0967'RAILWAY BY GOING 4.6 MILES NORTH ALONG A GRAVEL COUNTY ROAD TO A FORK
 SN0967'IN THE ROAD, 9.2 MILES NORTH ALONG THE EAST FORK TO KRONTHALS
 SN0967'CROSSROADS AND THE END OF THE GRAVEL SURFACE, 1.2 MILES NORTH ALONG A
 SN0967'GRADED DIRT ROAD TO THE HOME OF JAKE WAFNER, AND 2.0 MILES EAST ALONG
 SN0967'A GRADED DIRT ROAD.  IT IS 0.1 MILE WEST OF A DEEP VALLEY, AT A T-ROAD
 SN0967'INTERSECTION, 45 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 SN0967'GRADED DIRT ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 SN0967'GRADED DIRT ROAD, 16 FEET EAST OF A FENCE CORNER, AND 3 FEET WEST OF A
 SN0967'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 1960.790 L 401
 SN0967'1946 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- WITNESS POST IS
 SN0967'MISSING.
 SN0967
 SN0967                          STATION RECOVERY (1968)
 SN0967
 SN0967'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0387 ***********************************************************************
 RP0387  DESIGNATION -  L 403
 RP0387  PID         -  RP0387
 RP0387  STATE/COUNTY-  ND/CASS
 RP0387  USGS QUAD   -  FARGO NORTH (1993)
 RP0387
 RP0387                         *CURRENT SURVEY CONTROL
 RP0387  ___________________________________________________________________
 RP0387* NAD 83(1986)-  46 54 30.     (N)    096 48 32.     (W)     SCALED    
 RP0387* NAVD 88     -       273.935  (meters)     898.74   (feet)  ADJUSTED  
 RP0387  ___________________________________________________________________
 RP0387  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP0387  DYNAMIC HT  -         273.963 (meters)     898.83  (feet)  COMP
 RP0387  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 RP0387
 RP0387  VERT ORDER  -  SECOND    CLASS 0
 RP0387
 RP0387.This mark is at Hector Intl Airport (FAR)
 RP0387
 RP0387.The horizontal coordinates were scaled from a topographic map and have
 RP0387.an estimated accuracy of +/- 6 seconds.
 RP0387
 RP0387.The orthometric height was determined by differential leveling
 RP0387.and adjusted by the National Geodetic Survey in June 1991..
 RP0387
 RP0387.The geoid height was determined by GEOID03.
 RP0387
 RP0387.The dynamic height is computed by dividing the NAVD 88
 RP0387.geopotential number by the normal gravity value computed on the
 RP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0387.degrees latitude (g = 980.6199 gals.).
 RP0387
 RP0387.The modeled gravity was interpolated from observed gravity values.
 RP0387
 RP0387;                    North         East    Units  Estimated Accuracy
 RP0387;SPC ND S     -   144,630.      881,090.      MT  (+/- 180 meters Scaled)
 RP0387
 RP0387                          SUPERSEDED SURVEY CONTROL
 RP0387
 RP0387  NGVD 29 (??/??/92)  273.64   (m)          897.8    (f) COMPUTED    2 0
 RP0387
 RP0387.Superseded values are not recommended for survey control.
 RP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0387.See file dsdata.txt to determine how the superseded data were derived.
 RP0387
 RP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS668973(NAD 83)
 RP0387_MARKER: DB = BENCH MARK DISK
 RP0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0387_SP_SET: FLOOR
 RP0387_STAMPING: L 403 1957
 RP0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0387
 RP0387  HISTORY     - Date     Condition        Report By
 RP0387  HISTORY     - 1957     MONUMENTED       CGS
 RP0387  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 RP0387
 RP0387                          STATION DESCRIPTION
 RP0387
 RP0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RP0387'IN HECTOR AIRPORT.
 RP0387'AT HECTOR AIRPORT, AT THE WEST ENTRANCE TO THE ADMINISTRATION
 RP0387'BUILDING.  4.3 FT. WEST OF THE NORTH ONE OF TWO DOORS.  0.5 FT. SOUTH
 RP0387'OF THE NORTH WALL OF THE ENTRANCE-WAY.  A STANDARD BENCH MARK DISK SET
 RP0387'IN DRILL HOLE IN THE CONCRETE FLOOR OF THE ENTRANCE.
 RP0387
 RP0387                          STATION RECOVERY (1970)
 RP0387
 RP0387'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 RP0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0388 ***********************************************************************
 RP0388  DESIGNATION -  L 403 RESET
 RP0388  PID         -  RP0388
 RP0388  STATE/COUNTY-  ND/CASS
 RP0388  USGS QUAD   -  FARGO NORTH (1993)
 RP0388
 RP0388                         *CURRENT SURVEY CONTROL
 RP0388  ___________________________________________________________________
 RP0388* NAD 83(1986)-  46 54 30.     (N)    096 48 32.     (W)     SCALED    
 RP0388* NAVD 88     -       273.43   (+/-2cm)     897.1    (feet)  VERTCON   
 RP0388  ___________________________________________________________________
 RP0388  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RP0388
 RP0388  VERT ORDER  -  THIRD (See Below)
 RP0388
 RP0388.This mark is at Hector Intl Airport (FAR)
 RP0388
 RP0388.The horizontal coordinates were scaled from a topographic map and have
 RP0388.an estimated accuracy of +/- 6 seconds.
 RP0388
 RP0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0388.The vertical order pertains to the NGVD 29 superseded value.
 RP0388
 RP0388.The geoid height was determined by GEOID03.
 RP0388
 RP0388;                    North         East    Units  Estimated Accuracy
 RP0388;SPC ND S     -   144,630.      881,090.      MT  (+/- 180 meters Scaled)
 RP0388
 RP0388                          SUPERSEDED SURVEY CONTROL
 RP0388
 RP0388  NGVD 29 (??/??/??)  273.14   (m)          896.1    (f) RESET       3  
 RP0388
 RP0388.Superseded values are not recommended for survey control.
 RP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0388.See file dsdata.txt to determine how the superseded data were derived.
 RP0388
 RP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS668973(NAD 83)
 RP0388_MARKER: DB = BENCH MARK DISK
 RP0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0388_SP_SET: APRON
 RP0388_STAMPING: L 403 RESET 1970
 RP0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0388
 RP0388  HISTORY     - Date     Condition        Report By
 RP0388  HISTORY     - 1970     MONUMENTED       NGS
 RP0388  HISTORY     - 1975     GOOD             NGS
 RP0388  HISTORY     - 1980     GOOD             LOCENG
 RP0388
 RP0388                          STATION DESCRIPTION
 RP0388
 RP0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RP0388'IN FARGO.
 RP0388'AT HECTOR AIRPORT, AT THE SOUTH SIDE OF THE TERMINAL BUILDING, 25 FEET
 RP0388'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 9 FEET SOUTH OF THE
 RP0388'SOUTH EDGE OF THE BUILDING, 5 FEET SOUTH OF AND ON LINE WITH THE WEST
 RP0388'EDGE OF THE CONCRETE BASE FOR AN AIR-CONDITIONER, SET IN A DRILLED
 RP0388'HOLE IN THE CONCRETE APRON.
 RP0388
 RP0388                          STATION RECOVERY (1975)
 RP0388
 RP0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 RP0388'RECOVERED IN GOOD CONDITION.
 RP0388
 RP0388                          STATION RECOVERY (1980)
 RP0388
 RP0388'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 RP0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0559 ***********************************************************************
 TE0559  DESIGNATION -  L 404 RESET
 TE0559  PID         -  TE0559
 TE0559  STATE/COUNTY-  ND/RAMSEY
 TE0559  USGS QUAD   -  BARTLETT (1970)
 TE0559
 TE0559                         *CURRENT SURVEY CONTROL
 TE0559  ___________________________________________________________________
 TE0559* NAD 83(1986)-  48 07 21.     (N)    098 29 05.     (W)     SCALED    
 TE0559* NAVD 88     -       459.574  (meters)    1507.79   (feet)  ADJUSTED  
 TE0559  ___________________________________________________________________
 TE0559  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE0559  DYNAMIC HT  -         459.652 (meters)    1508.04  (feet)  COMP
 TE0559  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 TE0559
 TE0559  VERT ORDER  -  SECOND    CLASS 0
 TE0559
 TE0559.The horizontal coordinates were scaled from a topographic map and have
 TE0559.an estimated accuracy of +/- 6 seconds.
 TE0559
 TE0559.The orthometric height was determined by differential leveling
 TE0559.and adjusted by the National Geodetic Survey in June 1991..
 TE0559
 TE0559.The geoid height was determined by GEOID03.
 TE0559
 TE0559.The dynamic height is computed by dividing the NAVD 88
 TE0559.geopotential number by the normal gravity value computed on the
 TE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0559.degrees latitude (g = 980.6199 gals.).
 TE0559
 TE0559.The modeled gravity was interpolated from observed gravity values.
 TE0559
 TE0559;                    North         East    Units  Estimated Accuracy
 TE0559;SPC ND N     -   126,760.      750,010.      MT  (+/- 180 meters Scaled)
 TE0559
 TE0559                          SUPERSEDED SURVEY CONTROL
 TE0559
 TE0559  NGVD 29 (??/??/92)  459.196  (m)         1506.55   (f) ADJ UNCH    2 0
 TE0559
 TE0559.Superseded values are not recommended for survey control.
 TE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0559.See file dsdata.txt to determine how the superseded data were derived.
 TE0559
 TE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU383300(NAD 83)
 TE0559_MARKER: DB = BENCH MARK DISK
 TE0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0559_STAMPING: L 404 RESET 1964
 TE0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0559+STABILITY: SURFACE MOTION
 TE0559
 TE0559  HISTORY     - Date     Condition        Report By
 TE0559  HISTORY     - 1964     MONUMENTED       CGS
 TE0559
 TE0559                          STATION DESCRIPTION
 TE0559
 TE0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0559'7.6 MI NW FROM BARTLETT.
 TE0559'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0559'AT BARTLETT, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 TE0559'MILE WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A
 TE0559'GRAVELED ROAD, IN S 34, T 154 N, R 61 W, 79 FEET SOUTHEAST OF THE
 TE0559'CENTER OF A DIRT ROAD INTERSECTION, 68 FEET EAST OF THE CENTER LINE OF
 TE0559'THE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING EAST, 2
 TE0559'1/2 FEET EAST OF A TELEPHONE POLE, 1.8 FEET WEST OF A METAL WITNESS
 TE0559'POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE
 TE0559'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1099 ***********************************************************************
 TE1099  DESIGNATION -  L 405
 TE1099  PID         -  TE1099
 TE1099  STATE/COUNTY-  ND/CAVALIER
 TE1099  USGS QUAD   -  HANNAH (1970)
 TE1099
 TE1099                         *CURRENT SURVEY CONTROL
 TE1099  ___________________________________________________________________
 TE1099* NAD 83(1986)-  48 56 57.     (N)    098 39 51.     (W)     SCALED    
 TE1099* NAVD 88     -       476.038  (meters)    1561.80   (feet)  ADJUSTED  
 TE1099  ___________________________________________________________________
 TE1099  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 TE1099  DYNAMIC HT  -         476.154 (meters)    1562.18  (feet)  COMP
 TE1099  MODELED GRAV-     980,840.3   (mgal)                       NAVD 88
 TE1099
 TE1099  VERT ORDER  -  SECOND    CLASS 0
 TE1099
 TE1099.The horizontal coordinates were scaled from a topographic map and have
 TE1099.an estimated accuracy of +/- 6 seconds.
 TE1099
 TE1099.The orthometric height was determined by differential leveling
 TE1099.and adjusted by the National Geodetic Survey in June 1991..
 TE1099
 TE1099.The geoid height was determined by GEOID03.
 TE1099
 TE1099.The dynamic height is computed by dividing the NAVD 88
 TE1099.geopotential number by the normal gravity value computed on the
 TE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1099.degrees latitude (g = 980.6199 gals.).
 TE1099
 TE1099.The modeled gravity was interpolated from observed gravity values.
 TE1099
 TE1099;                    North         East    Units  Estimated Accuracy
 TE1099;SPC ND N     -   218,330.      734,460.      MT  (+/- 180 meters Scaled)
 TE1099
 TE1099                          SUPERSEDED SURVEY CONTROL
 TE1099
 TE1099  NGVD 29 (??/??/92)  475.655  (m)         1560.54   (f) ADJ UNCH    2 0
 TE1099
 TE1099.Superseded values are not recommended for survey control.
 TE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1099.See file dsdata.txt to determine how the superseded data were derived.
 TE1099
 TE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV245218(NAD 83)
 TE1099_MARKER: DB = BENCH MARK DISK
 TE1099_SETTING: 80 = SET IN A BOULDER
 TE1099_SP_SET: BOULDER
 TE1099_STAMPING: L 405 1964
 TE1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1099+STABILITY: SURFACE MOTION
 TE1099
 TE1099  HISTORY     - Date     Condition        Report By
 TE1099  HISTORY     - 1964     MONUMENTED       CGS
 TE1099
 TE1099                          STATION DESCRIPTION
 TE1099
 TE1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1099'2.8 MI SE FROM HANNAH.
 TE1099'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE1099'HANNAH, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.3 MILES
 TE1099'EAST ALONG A GRAVELED ROAD, OR ABOUT 3.8 MILES NORTH ALONG A GRAVELED
 TE1099'ROAD FROM THE PUBLIC SCHOOL AT WALES, THENCE 1.1 MILES WEST ALONG A
 TE1099'GRAVELED ROAD, IN S 15, R 62 W, T 163 N, AT THE CROSSING OF THE GREAT
 TE1099'NORTHERN RAILROAD, 79 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21
 TE1099'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 43 FEET WEST OF A POWER
 TE1099'POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE1099'TRACK, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TE1099'TOP OF A GRANITE BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0889 ***********************************************************************
 TE0889  DESIGNATION -  L 406
 TE0889  PID         -  TE0889
 TE0889  STATE/COUNTY-  ND/CAVALIER
 TE0889  USGS QUAD   -  WALES (1970)
 TE0889
 TE0889                         *CURRENT SURVEY CONTROL
 TE0889  ___________________________________________________________________
 TE0889* NAD 83(1986)-  48 53 30.     (N)    098 32 22.     (W)     SCALED    
 TE0889* NAVD 88     -       479.342  (meters)    1572.64   (feet)  ADJUSTED  
 TE0889  ___________________________________________________________________
 TE0889  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 TE0889  DYNAMIC HT  -         479.457 (meters)    1573.02  (feet)  COMP
 TE0889  MODELED GRAV-     980,835.9   (mgal)                       NAVD 88
 TE0889
 TE0889  VERT ORDER  -  SECOND    CLASS 0
 TE0889
 TE0889.The horizontal coordinates were scaled from a topographic map and have
 TE0889.an estimated accuracy of +/- 6 seconds.
 TE0889
 TE0889.The orthometric height was determined by differential leveling
 TE0889.and adjusted by the National Geodetic Survey in June 1991..
 TE0889
 TE0889.The geoid height was determined by GEOID03.
 TE0889
 TE0889.The dynamic height is computed by dividing the NAVD 88
 TE0889.geopotential number by the normal gravity value computed on the
 TE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0889.degrees latitude (g = 980.6199 gals.).
 TE0889
 TE0889.The modeled gravity was interpolated from observed gravity values.
 TE0889
 TE0889;                    North         East    Units  Estimated Accuracy
 TE0889;SPC ND N     -   212,160.      743,760.      MT  (+/- 180 meters Scaled)
 TE0889
 TE0889                          SUPERSEDED SURVEY CONTROL
 TE0889
 TE0889  NGVD 29 (??/??/92)  478.958  (m)         1571.38   (f) ADJ UNCH    2 0
 TE0889
 TE0889.Superseded values are not recommended for survey control.
 TE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0889.See file dsdata.txt to determine how the superseded data were derived.
 TE0889
 TE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV337155(NAD 83)
 TE0889_MARKER: DB = BENCH MARK DISK
 TE0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0889_STAMPING: L 406 1964
 TE0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0889+STABILITY: SURFACE MOTION
 TE0889
 TE0889  HISTORY     - Date     Condition        Report By
 TE0889  HISTORY     - 1964     MONUMENTED       CGS
 TE0889
 TE0889                          STATION DESCRIPTION
 TE0889
 TE0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0889'3.2 MI E FROM WALES.
 TE0889'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0889'WALES, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, AT A ROAD
 TE0889'INTERSECTION, 80 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 TE0889'73 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 112 FEET
 TE0889'NORTHEAST OF THE CENTER OF THE INTERSECTION, 2 1/2 FEET EAST OF A
 TE0889'POWER LINE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, IN SECTION
 TE0889'34, R 61 W, T 163 N, 5 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 TE0889'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 TE0889'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2294 ***********************************************************************
 TE2294  DESIGNATION -  L 408 RESET
 TE2294  PID         -  TE2294
 TE2294  STATE/COUNTY-  ND/CAVALIER
 TE2294  USGS QUAD   -  NEKOMA NW (1972)
 TE2294
 TE2294                         *CURRENT SURVEY CONTROL
 TE2294  ___________________________________________________________________
 TE2294* NAD 83(1986)-  48 37 48.     (N)    098 28 07.     (W)     SCALED    
 TE2294* NAVD 88     -       482.10   (meters)    1581.7    (feet)  RESET     
 TE2294  ___________________________________________________________________
 TE2294  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 TE2294
 TE2294  VERT ORDER  -  THIRD
 TE2294
 TE2294.The horizontal coordinates were scaled from a topographic map and have
 TE2294.an estimated accuracy of +/- 6 seconds.
 TE2294
 TE2294.The orthometric height was computed from unverified reset data.
 TE2294.No vertical observational check was made to the station.
 TE2294
 TE2294.The geoid height was determined by GEOID03.
 TE2294
 TE2294;                    North         East    Units  Estimated Accuracy
 TE2294;SPC ND N     -   183,210.      749,720.      MT  (+/- 180 meters Scaled)
 TE2294
 TE2294                          SUPERSEDED SURVEY CONTROL
 TE2294
 TE2294  NGVD 29 (11/04/04)  481.71   (m)         1580.4    (f) RESET       3  
 TE2294
 TE2294.Superseded values are not recommended for survey control.
 TE2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2294.See file dsdata.txt to determine how the superseded data were derived.
 TE2294
 TE2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU391864(NAD 83)
 TE2294_MARKER: DV = VERTICAL CONTROL DISK
 TE2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2294_SP_SET: CONCRETE POST
 TE2294_STAMPING: L 408 RESET
 TE2294_MARK LOGO: NGS   
 TE2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2294+STABILITY: SURFACE MOTION
 TE2294
 TE2294  HISTORY     - Date     Condition        Report By
 TE2294  HISTORY     - 1991     MONUMENTED       NDHD
 TE2294
 TE2294                          STATION DESCRIPTION
 TE2294
 TE2294'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1991
 TE2294'ABOUT 2.9 MILES (4.7 KM) EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE2294'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION IN LOMA,
 TE2294'SEC 35 R 61 W T 160 N, IN TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0700 ***********************************************************************
 TD0700  DESIGNATION -  L 409
 TD0700  PID         -  TD0700
 TD0700  STATE/COUNTY-  ND/WALSH
 TD0700  USGS QUAD   -  CRYSTAL (1963)
 TD0700
 TD0700                         *CURRENT SURVEY CONTROL
 TD0700  ___________________________________________________________________
 TD0700* NAD 83(1986)-  48 30 31.     (N)    097 43 53.     (W)     SCALED    
 TD0700* NAVD 88     -       286.989  (meters)     941.56   (feet)  ADJUSTED  
 TD0700  ___________________________________________________________________
 TD0700  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 TD0700  DYNAMIC HT  -         287.057 (meters)     941.79  (feet)  COMP
 TD0700  MODELED GRAV-     980,840.4   (mgal)                       NAVD 88
 TD0700
 TD0700  VERT ORDER  -  SECOND    CLASS 0
 TD0700
 TD0700.The horizontal coordinates were scaled from a topographic map and have
 TD0700.an estimated accuracy of +/- 6 seconds.
 TD0700
 TD0700.The orthometric height was determined by differential leveling
 TD0700.and adjusted by the National Geodetic Survey in June 1991..
 TD0700
 TD0700.The geoid height was determined by GEOID03.
 TD0700
 TD0700.The dynamic height is computed by dividing the NAVD 88
 TD0700.geopotential number by the normal gravity value computed on the
 TD0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0700.degrees latitude (g = 980.6199 gals.).
 TD0700
 TD0700.The modeled gravity was interpolated from observed gravity values.
 TD0700
 TD0700;                    North         East    Units  Estimated Accuracy
 TD0700;SPC ND N     -   171,410.      804,520.      MT  (+/- 180 meters Scaled)
 TD0700
 TD0700                          SUPERSEDED SURVEY CONTROL
 TD0700
 TD0700  NGVD 29 (??/??/92)  286.647  (m)          940.44   (f) ADJ UNCH    2 0
 TD0700
 TD0700.Superseded values are not recommended for survey control.
 TD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0700.See file dsdata.txt to determine how the superseded data were derived.
 TD0700
 TD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU936736(NAD 83)
 TD0700_MARKER: DB = BENCH MARK DISK
 TD0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0700_SP_SET: RAIL
 TD0700_STAMPING: L 409 1964
 TD0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0700
 TD0700  HISTORY     - Date     Condition        Report By
 TD0700  HISTORY     - 1964     MONUMENTED       CGS
 TD0700
 TD0700                          STATION DESCRIPTION
 TD0700
 TD0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0700'8.6 MI N FROM PARK RIVER.
 TD0700'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0700'STATION AT PARK RIVER, THENCE 7.8 MILES NORTHEAST ALONG COUNTY ROAD
 TD0700'12, IN S 16, R 55 W, T 158 N, ABOUT 0.6 MILE NORTH OF THE INTERSECTION
 TD0700'OF COUNTY ROAD 9, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN
 TD0700'THE TOP OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL OF A 35-FOOT
 TD0700'BRIDGE OVER MIDDLE BRANCH PARK RIVER, 1 FOOT SOUTH OF THE NORTH END OF
 TD0700'THE GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0364 ***********************************************************************
 RQ0364  DESIGNATION -  L 41
 RQ0364  PID         -  RQ0364
 RQ0364  STATE/COUNTY-  ND/LOGAN
 RQ0364  USGS QUAD   -  WISHEK (1982)
 RQ0364
 RQ0364                         *CURRENT SURVEY CONTROL
 RQ0364  ___________________________________________________________________
 RQ0364* NAD 83(1986)-  46 17 50.     (N)    099 35 09.     (W)     SCALED    
 RQ0364* NAVD 88     -       610.103  (meters)    2001.65   (feet)  ADJUSTED  
 RQ0364  ___________________________________________________________________
 RQ0364  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 RQ0364  DYNAMIC HT  -         610.073 (meters)    2001.55  (feet)  COMP
 RQ0364  MODELED GRAV-     980,545.2   (mgal)                       NAVD 88
 RQ0364
 RQ0364  VERT ORDER  -  SECOND    CLASS 0
 RQ0364
 RQ0364.The horizontal coordinates were scaled from a topographic map and have
 RQ0364.an estimated accuracy of +/- 6 seconds.
 RQ0364
 RQ0364.The orthometric height was determined by differential leveling
 RQ0364.and adjusted by the National Geodetic Survey in June 1991..
 RQ0364
 RQ0364.The geoid height was determined by GEOID03.
 RQ0364
 RQ0364.The dynamic height is computed by dividing the NAVD 88
 RQ0364.geopotential number by the normal gravity value computed on the
 RQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0364.degrees latitude (g = 980.6199 gals.).
 RQ0364
 RQ0364.The modeled gravity was interpolated from observed gravity values.
 RQ0364
 RQ0364;                    North         East    Units  Estimated Accuracy
 RQ0364;SPC ND S     -    70,500.      670,430.      MT  (+/- 180 meters Scaled)
 RQ0364
 RQ0364                          SUPERSEDED SURVEY CONTROL
 RQ0364
 RQ0364  NGVD 29 (??/??/92)  609.660  (m)         2000.19   (f) ADJ UNCH    2 0
 RQ0364
 RQ0364.Superseded values are not recommended for survey control.
 RQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0364.See file dsdata.txt to determine how the superseded data were derived.
 RQ0364
 RQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS548272(NAD 83)
 RQ0364_MARKER: DB = BENCH MARK DISK
 RQ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0364_STAMPING: L 41 1934
 RQ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0364+STABILITY: SURFACE MOTION
 RQ0364
 RQ0364  HISTORY     - Date     Condition        Report By
 RQ0364  HISTORY     - 1934     MONUMENTED       CGS
 RQ0364  HISTORY     - 1959     GOOD             NGS
 RQ0364  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0364
 RQ0364                          STATION DESCRIPTION
 RQ0364
 RQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0364'3.4 MI NW FROM WISHEK.
 RQ0364'IN LOGAN COUNTY, 3.4 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL
 RQ0364'AND SAULT STE. MARIE RAILWAY FROM THE CITY HALL AT WISHEK, MCINTOSH
 RQ0364'COUNTY, 4 POLES NORTHWEST OF MILEPOST 344, AT A PUBLIC-ROAD CROSSING,
 RQ0364'55 FEET SOUTH OF THE ROAD, 42 FEET NORTHEAST OF THE CENTERLINE OF THE
 RQ0364'TRACK, 4 FEET NORTHWEST OF A POLE, AND ABOUT LEVEL WITH THE RAIL.  A
 RQ0364'STANDARD DISK, STAMPED L 41 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0364'POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 RQ0364'IS NOW THE SOO LINE RAILROAD.
 RQ0364
 RQ0364                          STATION RECOVERY (1959)
 RQ0364
 RQ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0364'RECOVERED IN GOOD CONDITION.
 RQ0364
 RQ0364                          STATION RECOVERY (1978)
 RQ0364
 RQ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0600 ***********************************************************************
 TD0600  DESIGNATION -  L 410
 TD0600  PID         -  TD0600
 TD0600  STATE/COUNTY-  ND/WALSH
 TD0600  USGS QUAD   -  UNION (1972)
 TD0600
 TD0600                         *CURRENT SURVEY CONTROL
 TD0600  ___________________________________________________________________
 TD0600* NAD 83(1986)-  48 30 35.     (N)    097 54 02.     (W)     SCALED    
 TD0600* NAVD 88     -       367.187  (meters)    1204.68   (feet)  ADJUSTED  
 TD0600  ___________________________________________________________________
 TD0600  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 TD0600  DYNAMIC HT  -         367.263 (meters)    1204.93  (feet)  COMP
 TD0600  MODELED GRAV-     980,808.9   (mgal)                       NAVD 88
 TD0600
 TD0600  VERT ORDER  -  SECOND    CLASS 0
 TD0600
 TD0600.The horizontal coordinates were scaled from a topographic map and have
 TD0600.an estimated accuracy of +/- 6 seconds.
 TD0600
 TD0600.The orthometric height was determined by differential leveling
 TD0600.and adjusted by the National Geodetic Survey in June 1991..
 TD0600
 TD0600.The geoid height was determined by GEOID03.
 TD0600
 TD0600.The dynamic height is computed by dividing the NAVD 88
 TD0600.geopotential number by the normal gravity value computed on the
 TD0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0600.degrees latitude (g = 980.6199 gals.).
 TD0600
 TD0600.The modeled gravity was interpolated from observed gravity values.
 TD0600
 TD0600;                    North         East    Units  Estimated Accuracy
 TD0600;SPC ND N     -   171,100.      792,020.      MT  (+/- 180 meters Scaled)
 TD0600
 TD0600                          SUPERSEDED SURVEY CONTROL
 TD0600
 TD0600  NGVD 29 (??/??/92)  366.823  (m)         1203.49   (f) ADJ UNCH    2 0
 TD0600
 TD0600.Superseded values are not recommended for survey control.
 TD0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0600.See file dsdata.txt to determine how the superseded data were derived.
 TD0600
 TD0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU812735(NAD 83)
 TD0600_MARKER: DB = BENCH MARK DISK
 TD0600_SETTING: 80 = SET IN A BOULDER
 TD0600_SP_SET: BOULDER
 TD0600_STAMPING: L 410 1964
 TD0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0600+STABILITY: SURFACE MOTION
 TD0600
 TD0600  HISTORY     - Date     Condition        Report By
 TD0600  HISTORY     - 1964     MONUMENTED       CGS
 TD0600
 TD0600                          STATION DESCRIPTION
 TD0600
 TD0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0600'1.8 MI NW FROM EDINBURG.
 TD0600'ABOUT 1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0600'STATION AT EDINBURG, IN S 17, R 56 W, T 158 N, ABOUT 0.3 MILE
 TD0600'NORTHWEST OF MILEPOST 45, 144 FEET EAST OF THE EAST CORNER OF A
 TD0600'100-FOOT LONG WOODEN TRESTLE NUMBERED 570, 96 FEET NORTHEAST OF THE
 TD0600'NORTHEAST RAIL, SET IN THE TOP OF A GRANITE BOULDER THAT IS ABOUT 10
 TD0600'FEET LONG, 6 FEET WIDE AND 1 1/2 FEET HIGH, IN THE SOUTH EDGE OF A
 TD0600'PASTURE, 5 FEET SOUTH OF THE NORTH CORNER OF THE ROCK, AND ABOUT 15
 TD0600'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0499 ***********************************************************************
 TE0499  DESIGNATION -  L 411
 TE0499  PID         -  TE0499
 TE0499  STATE/COUNTY-  ND/WALSH
 TE0499  USGS QUAD   -  ADAMS (1972)
 TE0499
 TE0499                         *CURRENT SURVEY CONTROL
 TE0499  ___________________________________________________________________
 TE0499* NAD 83(1986)-  48 24 46.     (N)    098 05 21.     (W)     SCALED    
 TE0499* NAVD 88     -       476.115  (meters)    1562.05   (feet)  ADJUSTED  
 TE0499  ___________________________________________________________________
 TE0499  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 TE0499  DYNAMIC HT  -         476.206 (meters)    1562.35  (feet)  COMP
 TE0499  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TE0499
 TE0499  VERT ORDER  -  SECOND    CLASS 0
 TE0499
 TE0499.The horizontal coordinates were scaled from a topographic map and have
 TE0499.an estimated accuracy of +/- 6 seconds.
 TE0499
 TE0499.The orthometric height was determined by differential leveling
 TE0499.and adjusted by the National Geodetic Survey in June 1991..
 TE0499
 TE0499.The geoid height was determined by GEOID03.
 TE0499
 TE0499.The dynamic height is computed by dividing the NAVD 88
 TE0499.geopotential number by the normal gravity value computed on the
 TE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0499.degrees latitude (g = 980.6199 gals.).
 TE0499
 TE0499.The modeled gravity was interpolated from observed gravity values.
 TE0499
 TE0499;                    North         East    Units  Estimated Accuracy
 TE0499;SPC ND N     -   159,870.      778,430.      MT  (+/- 180 meters Scaled)
 TE0499
 TE0499                          SUPERSEDED SURVEY CONTROL
 TE0499
 TE0499  NGVD 29 (??/??/92)  475.735  (m)         1560.81   (f) ADJ UNCH    2 0
 TE0499
 TE0499.Superseded values are not recommended for survey control.
 TE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0499.See file dsdata.txt to determine how the superseded data were derived.
 TE0499
 TE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU674625(NAD 83)
 TE0499_MARKER: DB = BENCH MARK DISK
 TE0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0499_SP_SET: CULVERT
 TE0499_STAMPING: L 411 1964
 TE0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0499
 TE0499  HISTORY     - Date     Condition        Report By
 TE0499  HISTORY     - 1964     MONUMENTED       CGS
 TE0499
 TE0499                          STATION DESCRIPTION
 TE0499
 TE0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0499'1.3 MI W FROM ADAMS.
 TE0499'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0499'SOO LINE RAILROAD AT ADAMS, IN S 14, R 58 W, T 157 N, ABOUT 0.5 MILE
 TE0499'WEST OF THE INTERSECTION OF COUNTY ROAD 16, 27 FEET NORTH OF THE
 TE0499'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 TE0499'NORTH CONCRETE HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 1/2 FOOT WEST
 TE0499'OF THE EAST END OF THE HEAD WALL, AND ABOUT 4 FEET BELOW THE LEVEL OF
 TE0499'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0459 ***********************************************************************
 TE0459  DESIGNATION -  L 412
 TE0459  PID         -  TE0459
 TE0459  STATE/COUNTY-  ND/RAMSEY
 TE0459  USGS QUAD   -  EDMORE (1972)
 TE0459
 TE0459                         *CURRENT SURVEY CONTROL
 TE0459  ___________________________________________________________________
 TE0459* NAD 83(1986)-  48 28 27.     (N)    098 26 52.     (W)     SCALED    
 TE0459* NAVD 88     -       468.321  (meters)    1536.48   (feet)  ADJUSTED  
 TE0459  ___________________________________________________________________
 TE0459  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0459  DYNAMIC HT  -         468.414 (meters)    1536.79  (feet)  COMP
 TE0459  MODELED GRAV-     980,794.4   (mgal)                       NAVD 88
 TE0459
 TE0459  VERT ORDER  -  SECOND    CLASS 0
 TE0459
 TE0459.The horizontal coordinates were scaled from a topographic map and have
 TE0459.an estimated accuracy of +/- 6 seconds.
 TE0459
 TE0459.The orthometric height was determined by differential leveling
 TE0459.and adjusted by the National Geodetic Survey in June 1991..
 TE0459
 TE0459.The geoid height was determined by GEOID03.
 TE0459
 TE0459.The dynamic height is computed by dividing the NAVD 88
 TE0459.geopotential number by the normal gravity value computed on the
 TE0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0459.degrees latitude (g = 980.6199 gals.).
 TE0459
 TE0459.The modeled gravity was interpolated from observed gravity values.
 TE0459
 TE0459;                    North         East    Units  Estimated Accuracy
 TE0459;SPC ND N     -   165,920.      751,720.      MT  (+/- 180 meters Scaled)
 TE0459
 TE0459                          SUPERSEDED SURVEY CONTROL
 TE0459
 TE0459  NGVD 29 (??/??/92)  467.940  (m)         1535.23   (f) ADJ UNCH    2 0
 TE0459
 TE0459.Superseded values are not recommended for survey control.
 TE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0459.See file dsdata.txt to determine how the superseded data were derived.
 TE0459
 TE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU408691(NAD 83)
 TE0459_MARKER: DB = BENCH MARK DISK
 TE0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0459_STAMPING: L 412 1964
 TE0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0459+STABILITY: SURFACE MOTION
 TE0459
 TE0459  HISTORY     - Date     Condition        Report By
 TE0459  HISTORY     - 1964     MONUMENTED       CGS
 TE0459  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0459
 TE0459                          STATION DESCRIPTION
 TE0459
 TE0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0459'6.4 MI E FROM DERRICK.
 TE0459'ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0459'RAILWAY STATION AT DERRICK, THENCE 5.0 MILES EAST ALONG COUNTY ROAD 9,
 TE0459'THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD, OR ABOUT 0.3 MILE EAST
 TE0459'ALONG STATE HIGHWAY 17 FROM THE METHODIST CHURCH AT EDMORE, THENCE 4.2
 TE0459'MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 30, T 158 N, R 60 W, AT
 TE0459'THE JUNCTION OF THE GRAVELED ROAD WITH A GRAVELED DRIVE LEADING EAST,
 TE0459'117 FEET EAST OF THE CENTER LINE OF THE ROAD, 52 FEET NORTH OF THE
 TE0459'CENTER LINE OF THE DRIVE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0459'4 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 TE0459'POST PROJECTING 2 INCHES.
 TE0459
 TE0459                          STATION RECOVERY (1972)
 TE0459
 TE0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0316 ***********************************************************************
 TE0316  DESIGNATION -  L 413
 TE0316  PID         -  TE0316
 TE0316  STATE/COUNTY-  ND/CAVALIER
 TE0316  USGS QUAD   -  OSNABROCK SW (1972)
 TE0316
 TE0316                         *CURRENT SURVEY CONTROL
 TE0316  ___________________________________________________________________
 TE0316* NAD 83(1986)-  48 35 11.     (N)    098 08 37.     (W)     SCALED    
 TE0316* NAVD 88     -       485.283  (meters)    1592.13   (feet)  ADJUSTED  
 TE0316  ___________________________________________________________________
 TE0316  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 TE0316  DYNAMIC HT  -         485.378 (meters)    1592.44  (feet)  COMP
 TE0316  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TE0316
 TE0316  VERT ORDER  -  SECOND    CLASS 0
 TE0316
 TE0316.The horizontal coordinates were scaled from a topographic map and have
 TE0316.an estimated accuracy of +/- 6 seconds.
 TE0316
 TE0316.The orthometric height was determined by differential leveling
 TE0316.and adjusted by the National Geodetic Survey in June 1991..
 TE0316
 TE0316.The geoid height was determined by GEOID03.
 TE0316
 TE0316.The dynamic height is computed by dividing the NAVD 88
 TE0316.geopotential number by the normal gravity value computed on the
 TE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0316.degrees latitude (g = 980.6199 gals.).
 TE0316
 TE0316.The modeled gravity was interpolated from observed gravity values.
 TE0316
 TE0316;                    North         East    Units  Estimated Accuracy
 TE0316;SPC ND N     -   179,040.      773,810.      MT  (+/- 180 meters Scaled)
 TE0316
 TE0316                          SUPERSEDED SURVEY CONTROL
 TE0316
 TE0316  NGVD 29 (??/??/92)  484.902  (m)         1590.88   (f) ADJ UNCH    2 0
 TE0316
 TE0316.Superseded values are not recommended for survey control.
 TE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0316.See file dsdata.txt to determine how the superseded data were derived.
 TE0316
 TE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU631818(NAD 83)
 TE0316_MARKER: DB = BENCH MARK DISK
 TE0316_SETTING: 80 = SET IN A BOULDER
 TE0316_SP_SET: BOULDER
 TE0316_STAMPING: L 413 1964
 TE0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0316+STABILITY: SURFACE MOTION
 TE0316
 TE0316  HISTORY     - Date     Condition        Report By
 TE0316  HISTORY     - 1964     MONUMENTED       CGS
 TE0316  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0316
 TE0316                          STATION DESCRIPTION
 TE0316
 TE0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0316'7.7 MI SW FROM MILTON.
 TE0316'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0316'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0316'THENCE 3.0 MILES SOUTH ALONG CAVALIER COUNTY ROAD 35, IN S 17, T 159
 TE0316'N, R 58 W, ON THE SOUTH SLOPE OF A HILL, 128 FEET EAST OF THE CENTER
 TE0316'LINE OF THE ROAD, 88.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 TE0316'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A BOULDER FLUSH
 TE0316'WITH THE GROUND.  NOTE-- WITNESS SIGN IS GONE.
 TE0316
 TE0316                          STATION RECOVERY (1972)
 TE0316
 TE0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0290 ***********************************************************************
 TE0290  DESIGNATION -  L 414
 TE0290  PID         -  TE0290
 TE0290  STATE/COUNTY-  ND/CAVALIER
 TE0290  USGS QUAD   -  BILLINGS LAKE (1972)
 TE0290
 TE0290                         *CURRENT SURVEY CONTROL
 TE0290  ___________________________________________________________________
 TE0290* NAD 83(1986)-  48 37 07.     (N)    098 28 15.     (W)     SCALED    
 TE0290* NAVD 88     -       483.315  (meters)    1585.68   (feet)  ADJUSTED  
 TE0290  ___________________________________________________________________
 TE0290  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 TE0290  DYNAMIC HT  -         483.415 (meters)    1586.00  (feet)  COMP
 TE0290  MODELED GRAV-     980,800.6   (mgal)                       NAVD 88
 TE0290
 TE0290  VERT ORDER  -  SECOND    CLASS 0
 TE0290
 TE0290.The horizontal coordinates were scaled from a topographic map and have
 TE0290.an estimated accuracy of +/- 6 seconds.
 TE0290
 TE0290.The orthometric height was determined by differential leveling
 TE0290.and adjusted by the National Geodetic Survey in June 1991..
 TE0290
 TE0290.The geoid height was determined by GEOID03.
 TE0290
 TE0290.The dynamic height is computed by dividing the NAVD 88
 TE0290.geopotential number by the normal gravity value computed on the
 TE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0290.degrees latitude (g = 980.6199 gals.).
 TE0290
 TE0290.The modeled gravity was interpolated from observed gravity values.
 TE0290
 TE0290;                    North         East    Units  Estimated Accuracy
 TE0290;SPC ND N     -   181,940.      749,590.      MT  (+/- 180 meters Scaled)
 TE0290
 TE0290                          SUPERSEDED SURVEY CONTROL
 TE0290
 TE0290  NGVD 29 (??/??/92)  482.929  (m)         1584.41   (f) ADJ UNCH    2 0
 TE0290
 TE0290.Superseded values are not recommended for survey control.
 TE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0290.See file dsdata.txt to determine how the superseded data were derived.
 TE0290
 TE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU389851(NAD 83)
 TE0290_MARKER: DB = BENCH MARK DISK
 TE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0290_STAMPING: L 414 1964
 TE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0290+STABILITY: SURFACE MOTION
 TE0290
 TE0290  HISTORY     - Date     Condition        Report By
 TE0290  HISTORY     - 1964     MONUMENTED       CGS
 TE0290
 TE0290                          STATION DESCRIPTION
 TE0290
 TE0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0290'3.7 MI SE FROM LOMA.
 TE0290'ABOUT 2.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE SOO LINE
 TE0290'RAILROAD STATION AT LOMA, THENCE 0.8 MILE SOUTH ALONG A GRAVELED ROAD,
 TE0290'IN S 1, T 159 N, R 61 W, 108 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TE0290'2 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0290'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TE0290'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0431 ***********************************************************************
 TD0431  DESIGNATION -  L 415
 TD0431  PID         -  TD0431
 TD0431  STATE/COUNTY-  ND/WALSH
 TD0431  USGS QUAD   -  EDINBURG NW (1972)
 TD0431
 TD0431                         *CURRENT SURVEY CONTROL
 TD0431  ___________________________________________________________________
 TD0431* NAD 83(1986)-  48 26 27.     (N)    097 56 56.     (W)     SCALED    
 TD0431* NAVD 88     -       418.234  (meters)    1372.16   (feet)  ADJUSTED  
 TD0431  ___________________________________________________________________
 TD0431  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0431  DYNAMIC HT  -         418.318 (meters)    1372.43  (feet)  COMP
 TD0431  MODELED GRAV-     980,797.7   (mgal)                       NAVD 88
 TD0431
 TD0431  VERT ORDER  -  SECOND    CLASS 0
 TD0431
 TD0431.The horizontal coordinates were scaled from a topographic map and have
 TD0431.an estimated accuracy of +/- 6 seconds.
 TD0431
 TD0431.The orthometric height was determined by differential leveling
 TD0431.and adjusted by the National Geodetic Survey in June 1991..
 TD0431
 TD0431.The geoid height was determined by GEOID03.
 TD0431
 TD0431.The dynamic height is computed by dividing the NAVD 88
 TD0431.geopotential number by the normal gravity value computed on the
 TD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0431.degrees latitude (g = 980.6199 gals.).
 TD0431
 TD0431.The modeled gravity was interpolated from observed gravity values.
 TD0431
 TD0431;                    North         East    Units  Estimated Accuracy
 TD0431;SPC ND N     -   163,320.      788,710.      MT  (+/- 180 meters Scaled)
 TD0431
 TD0431                          SUPERSEDED SURVEY CONTROL
 TD0431
 TD0431  NGVD 29 (??/??/92)  417.853  (m)         1370.91   (f) ADJ UNCH    2 0
 TD0431
 TD0431.Superseded values are not recommended for survey control.
 TD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0431.See file dsdata.txt to determine how the superseded data were derived.
 TD0431
 TD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU777658(NAD 83)
 TD0431_MARKER: DB = BENCH MARK DISK
 TD0431_SETTING: 80 = SET IN A BOULDER
 TD0431_SP_SET: BOULDER
 TD0431_STAMPING: L 415 1964
 TD0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0431+STABILITY: SURFACE MOTION
 TD0431
 TD0431  HISTORY     - Date     Condition        Report By
 TD0431  HISTORY     - 1964     MONUMENTED       CGS
 TD0431
 TD0431                          STATION DESCRIPTION
 TD0431
 TD0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0431'8.9 MI NE FROM ADAMS.
 TD0431'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF STATE
 TD0431'HIGHWAY 17 AND THE SOO LINE RAILROAD AT ADAMS, THENCE 2.9 MILES NORTH
 TD0431'ALONG A GRAVELED ROAD, THENCE 0.5 MILE EAST ALONG A GRAVELED ROAD,
 TD0431'THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, 98 FEET WEST OF THE
 TD0431'CENTER LINE OF THE ROAD, SET IN THE TOP OF A BOULDER WHICH IS LEVEL
 TD0431'WITH THE GROUND, 59 FEET NORTHWEST OF A POWER POLE, 2.5 FEET WEST OF A
 TD0431'METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 TD0431'NOTE-- IN SECTION 11, T 157 N, R 57 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0525 ***********************************************************************
 TE0525  DESIGNATION -  L 416
 TE0525  PID         -  TE0525
 TE0525  STATE/COUNTY-  ND/WALSH
 TE0525  USGS QUAD   -  ADAMS (1972)
 TE0525
 TE0525                         *CURRENT SURVEY CONTROL
 TE0525  ___________________________________________________________________
 TE0525* NAD 83(1986)-  48 23 02.     (N)    098 04 40.     (W)     SCALED    
 TE0525* NAVD 88     -       477.759  (meters)    1567.45   (feet)  ADJUSTED  
 TE0525  ___________________________________________________________________
 TE0525  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 TE0525  DYNAMIC HT  -         477.850 (meters)    1567.75  (feet)  COMP
 TE0525  MODELED GRAV-     980,787.3   (mgal)                       NAVD 88
 TE0525
 TE0525  VERT ORDER  -  SECOND    CLASS 0
 TE0525
 TE0525.The horizontal coordinates were scaled from a topographic map and have
 TE0525.an estimated accuracy of +/- 6 seconds.
 TE0525
 TE0525.The orthometric height was determined by differential leveling
 TE0525.and adjusted by the National Geodetic Survey in June 1991..
 TE0525
 TE0525.The geoid height was determined by GEOID03.
 TE0525
 TE0525.The dynamic height is computed by dividing the NAVD 88
 TE0525.geopotential number by the normal gravity value computed on the
 TE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0525.degrees latitude (g = 980.6199 gals.).
 TE0525
 TE0525.The modeled gravity was interpolated from observed gravity values.
 TE0525
 TE0525;                    North         East    Units  Estimated Accuracy
 TE0525;SPC ND N     -   156,690.      779,380.      MT  (+/- 180 meters Scaled)
 TE0525
 TE0525                          SUPERSEDED SURVEY CONTROL
 TE0525
 TE0525  NGVD 29 (??/??/92)  477.380  (m)         1566.20   (f) ADJ UNCH    2 0
 TE0525
 TE0525.Superseded values are not recommended for survey control.
 TE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0525.See file dsdata.txt to determine how the superseded data were derived.
 TE0525
 TE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU682593(NAD 83)
 TE0525_MARKER: DB = BENCH MARK DISK
 TE0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0525_STAMPING: L 416 1964
 TE0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0525+STABILITY: SURFACE MOTION
 TE0525
 TE0525  HISTORY     - Date     Condition        Report By
 TE0525  HISTORY     - 1964     MONUMENTED       CGS
 TE0525  HISTORY     - 1968     GOOD             DOD
 TE0525
 TE0525                          STATION DESCRIPTION
 TE0525
 TE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0525'2.8 MI S FROM ADAMS.
 TE0525'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 17 FROM THE SOO LINE RAILROAD
 TE0525'CROSSING AT ADAMS, THENCE 2.0 MILES SOUTH ALONG COUNTY ROAD 16, IN
 TE0525'SECTION 25, T 157 N, R 58 W, 209 FEET EAST OF THE CENTER LINE OF THE
 TE0525'ROAD, 36 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 19 FEET
 TE0525'WEST OF THE CENTER LINE OF A FIELD DRIVEWAY, 2.2 FEET EAST OF A METAL
 TE0525'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 TE0525'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0525
 TE0525                          STATION RECOVERY (1968)
 TE0525
 TE0525'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0395 ***********************************************************************
 TD0395  DESIGNATION -  L 417
 TD0395  PID         -  TD0395
 TD0395  STATE/COUNTY-  ND/WALSH
 TD0395  USGS QUAD   -  EDINBURG NW (1972)
 TD0395
 TD0395                         *CURRENT SURVEY CONTROL
 TD0395  ___________________________________________________________________
 TD0395* NAD 83(1986)-  48 29 33.     (N)    097 58 13.     (W)     SCALED    
 TD0395* NAVD 88     -       436.291  (meters)    1431.40   (feet)  ADJUSTED  
 TD0395  ___________________________________________________________________
 TD0395  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0395  DYNAMIC HT  -         436.378 (meters)    1431.68  (feet)  COMP
 TD0395  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TD0395
 TD0395  VERT ORDER  -  SECOND    CLASS 0
 TD0395
 TD0395.The horizontal coordinates were scaled from a topographic map and have
 TD0395.an estimated accuracy of +/- 6 seconds.
 TD0395
 TD0395.The orthometric height was determined by differential leveling
 TD0395.and adjusted by the National Geodetic Survey in June 1991..
 TD0395
 TD0395.The geoid height was determined by GEOID03.
 TD0395
 TD0395.The dynamic height is computed by dividing the NAVD 88
 TD0395.geopotential number by the normal gravity value computed on the
 TD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0395.degrees latitude (g = 980.6199 gals.).
 TD0395
 TD0395.The modeled gravity was interpolated from observed gravity values.
 TD0395
 TD0395;                    North         East    Units  Estimated Accuracy
 TD0395;SPC ND N     -   169,010.      786,940.      MT  (+/- 180 meters Scaled)
 TD0395
 TD0395                          SUPERSEDED SURVEY CONTROL
 TD0395
 TD0395  NGVD 29 (??/??/92)  435.908  (m)         1430.14   (f) ADJ UNCH    2 0
 TD0395
 TD0395.Superseded values are not recommended for survey control.
 TD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0395.See file dsdata.txt to determine how the superseded data were derived.
 TD0395
 TD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU760715(NAD 83)
 TD0395_MARKER: DB = BENCH MARK DISK
 TD0395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0395_SP_SET: 40 FT
 TD0395_STAMPING: L 417 1964
 TD0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0395
 TD0395  HISTORY     - Date     Condition        Report By
 TD0395  HISTORY     - 1964     MONUMENTED       CGS
 TD0395
 TD0395                          STATION DESCRIPTION
 TD0395
 TD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0395'5.1 MI W FROM EDINBURG.
 TD0395'ABOUT 5.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0395'EDINBURG, IN SECTION 23, T 158 N, R 57 W, 95 FEET NORTHEAST OF THE
 TD0395'CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A GRAVELED ROAD, 87
 TD0395'FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 40 FEET EAST OF THE
 TD0395'CENTER LINE OF THE GRAVELED ROAD, 2 FEET WEST OF A POWER POLE, IN LINE
 TD0395'WITH A ROW OF POWER POLES 1.0 FOOT SOUTH OF A METAL WITNESS POST,
 TD0395'ABOUT 6 FEET BELOW THE LEVEL OF THE COUNTY ROAD, AND ON THE TOP OF A
 TD0395'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS
 TD0395'ENCASED IN A 5-INCH METAL PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0487 ***********************************************************************
 TD0487  DESIGNATION -  L 418
 TD0487  PID         -  TD0487
 TD0487  STATE/COUNTY-  ND/WALSH
 TD0487  USGS QUAD   -  INKSTER NE (1963)
 TD0487
 TD0487                         *CURRENT SURVEY CONTROL
 TD0487  ___________________________________________________________________
 TD0487* NAD 83(1986)-  48 12 52.     (N)    097 37 18.     (W)     SCALED    
 TD0487* NAVD 88     -       287.560  (meters)     943.44   (feet)  ADJUSTED  
 TD0487  ___________________________________________________________________
 TD0487  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 TD0487  DYNAMIC HT  -         287.620 (meters)     943.63  (feet)  COMP
 TD0487  MODELED GRAV-     980,813.4   (mgal)                       NAVD 88
 TD0487
 TD0487  VERT ORDER  -  SECOND    CLASS 0
 TD0487
 TD0487.The horizontal coordinates were scaled from a topographic map and have
 TD0487.an estimated accuracy of +/- 6 seconds.
 TD0487
 TD0487.The orthometric height was determined by differential leveling
 TD0487.and adjusted by the National Geodetic Survey in June 1991..
 TD0487
 TD0487.The geoid height was determined by GEOID03.
 TD0487
 TD0487.The dynamic height is computed by dividing the NAVD 88
 TD0487.geopotential number by the normal gravity value computed on the
 TD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0487.degrees latitude (g = 980.6199 gals.).
 TD0487
 TD0487.The modeled gravity was interpolated from observed gravity values.
 TD0487
 TD0487;                    North         East    Units  Estimated Accuracy
 TD0487;SPC ND N     -   139,020.      813,840.      MT  (+/- 180 meters Scaled)
 TD0487
 TD0487                          SUPERSEDED SURVEY CONTROL
 TD0487
 TD0487  NGVD 29 (??/??/92)  287.219  (m)          942.32   (f) ADJ UNCH    2 0
 TD0487
 TD0487.Superseded values are not recommended for survey control.
 TD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0487.See file dsdata.txt to determine how the superseded data were derived.
 TD0487
 TD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU023410(NAD 83)
 TD0487_MARKER: DB = BENCH MARK DISK
 TD0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0487_STAMPING: L 418 1964
 TD0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0487+STABILITY: SURFACE MOTION
 TD0487
 TD0487  HISTORY     - Date     Condition        Report By
 TD0487  HISTORY     - 1964     MONUMENTED       CGS
 TD0487
 TD0487                          STATION DESCRIPTION
 TD0487
 TD0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0487'10.4 MI SE FROM PISEK.
 TD0487'ABOUT 3.8 MILES EAST ALONG COUNTY ROAD 15 FROM THE SCHOOL AT PISEK,
 TD0487'THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 18, IN S 29, T 155 N, R 54
 TD0487'W, ABOUT 0.4 MILE NORTH OF A GRAVELED ROAD INTERSECTION, AT THE
 TD0487'JUNCTION OF A GRAVELED DRIVE LEADING EAST, 118 FEET EAST OF THE CENTER
 TD0487'LINE OF THE HIGHWAY, 50 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 44
 TD0487'FEET NORTHEAST OF A POWER POLE, 1.8 FEET WEST OF A METAL WITNESS POST,
 TD0487'ABOUT LEVEL WITH THE DRIVE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TD0487'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0531 ***********************************************************************
 TE0531  DESIGNATION -  L 419
 TE0531  PID         -  TE0531
 TE0531  STATE/COUNTY-  ND/WALSH
 TE0531  USGS QUAD   -  LAWTON (1972)
 TE0531
 TE0531                         *CURRENT SURVEY CONTROL
 TE0531  ___________________________________________________________________
 TE0531* NAD 83(1986)-  48 18 39.     (N)    098 16 16.     (W)     SCALED    
 TE0531* NAVD 88     -       467.411  (meters)    1533.50   (feet)  ADJUSTED  
 TE0531  ___________________________________________________________________
 TE0531  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 TE0531  DYNAMIC HT  -         467.501 (meters)    1533.79  (feet)  COMP
 TE0531  MODELED GRAV-     980,788.9   (mgal)                       NAVD 88
 TE0531
 TE0531  VERT ORDER  -  SECOND    CLASS 0
 TE0531
 TE0531.The horizontal coordinates were scaled from a topographic map and have
 TE0531.an estimated accuracy of +/- 6 seconds.
 TE0531
 TE0531.The orthometric height was determined by differential leveling
 TE0531.and adjusted by the National Geodetic Survey in June 1991..
 TE0531
 TE0531.The geoid height was determined by GEOID03.
 TE0531
 TE0531.The dynamic height is computed by dividing the NAVD 88
 TE0531.geopotential number by the normal gravity value computed on the
 TE0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0531.degrees latitude (g = 980.6199 gals.).
 TE0531
 TE0531.The modeled gravity was interpolated from observed gravity values.
 TE0531
 TE0531;                    North         East    Units  Estimated Accuracy
 TE0531;SPC ND N     -   148,130.      765,300.      MT  (+/- 180 meters Scaled)
 TE0531
 TE0531                          SUPERSEDED SURVEY CONTROL
 TE0531
 TE0531  NGVD 29 (??/??/92)  467.037  (m)         1532.27   (f) ADJ UNCH    2 0
 TE0531
 TE0531.Superseded values are not recommended for survey control.
 TE0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0531.See file dsdata.txt to determine how the superseded data were derived.
 TE0531
 TE0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU540511(NAD 83)
 TE0531_MARKER: DB = BENCH MARK DISK
 TE0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0531_STAMPING: L 419 1964
 TE0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0531+STABILITY: SURFACE MOTION
 TE0531
 TE0531  HISTORY     - Date     Condition        Report By
 TE0531  HISTORY     - 1964     MONUMENTED       CGS
 TE0531
 TE0531                          STATION DESCRIPTION
 TE0531
 TE0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0531'5.2 MI NE FROM LAWTON.
 TE0531'ABOUT 5.2 MILES NORTHEAST ALONG COUNTY ROADS 8 AND 15 FROM THE GREAT
 TE0531'NORTHERN RAILWAY STATION AT LAWTON, IN S 30, T 156 N, R 59 W, ABOUT
 TE0531'1.0 MILE EAST OF THE RAMSEY-WALSH COUNTY LINE, 123 FEET SOUTHWEST OF
 TE0531'THE CENTER OF A GRAVELED ROAD INTERSECTION, 119 FEET SOUTH OF THE
 TE0531'CENTER LINE OF THE ROAD LEADING WEST, 26 FEET WEST OF THE CENTER LINE
 TE0531'OF THE ROAD LEADING SOUTH, 2 FEET EAST OF A FENCE LINE, 1.4 FEET NORTH
 TE0531'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROADS,
 TE0531'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0026 ***********************************************************************
 RR0026  DESIGNATION -  L 42
 RR0026  PID         -  RR0026
 RR0026  STATE/COUNTY-  ND/EMMONS
 RR0026  USGS QUAD   -  BRADDOCK (1975)
 RR0026
 RR0026                         *CURRENT SURVEY CONTROL
 RR0026  ___________________________________________________________________
 RR0026* NAD 83(1986)-  46 33 49.     (N)    100 05 21.     (W)     SCALED    
 RR0026* NAVD 88     -       567.193  (meters)    1860.87   (feet)  ADJUSTED  
 RR0026  ___________________________________________________________________
 RR0026  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 RR0026  DYNAMIC HT  -         567.192 (meters)    1860.86  (feet)  COMP
 RR0026  MODELED GRAV-     980,595.5   (mgal)                       NAVD 88
 RR0026
 RR0026  VERT ORDER  -  SECOND    CLASS 0
 RR0026
 RR0026.The horizontal coordinates were scaled from a topographic map and have
 RR0026.an estimated accuracy of +/- 6 seconds.
 RR0026
 RR0026.The orthometric height was determined by differential leveling
 RR0026.and adjusted by the National Geodetic Survey in June 1991..
 RR0026
 RR0026.The geoid height was determined by GEOID03.
 RR0026
 RR0026.The dynamic height is computed by dividing the NAVD 88
 RR0026.geopotential number by the normal gravity value computed on the
 RR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0026.degrees latitude (g = 980.6199 gals.).
 RR0026
 RR0026.The modeled gravity was interpolated from observed gravity values.
 RR0026
 RR0026;                    North         East    Units  Estimated Accuracy
 RR0026;SPC ND S     -    99,780.      631,500.      MT  (+/- 180 meters Scaled)
 RR0026
 RR0026                          SUPERSEDED SURVEY CONTROL
 RR0026
 RR0026  NGVD 29 (??/??/92)  566.771  (m)         1859.48   (f) ADJ UNCH    2 0
 RR0026
 RR0026.Superseded values are not recommended for survey control.
 RR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0026.See file dsdata.txt to determine how the superseded data were derived.
 RR0026
 RR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS165572(NAD 83)
 RR0026_MARKER: DB = BENCH MARK DISK
 RR0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0026_STAMPING: L-42 1934
 RR0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0026+STABILITY: SURFACE MOTION
 RR0026
 RR0026  HISTORY     - Date     Condition        Report By
 RR0026  HISTORY     - 1934     MONUMENTED       CGS
 RR0026  HISTORY     - 1959     GOOD             NGS
 RR0026
 RR0026                          STATION DESCRIPTION
 RR0026
 RR0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0026'IN BRADDOCK.
 RR0026'ALONG SOO LINE RAILWAY, 6 POLES WEST OF MILEPOLE NO 379 AND 3 POLES
 RR0026'EAST OF DEPOT.  SET IN POST, 2 FEET BELOW RAIL LEVEL, 6 FEET SOUTHWEST
 RR0026'OF POLE, 34 FEET NORTH OF CENTERLINE OF TRACK AND DUE NORTH FROM EAST
 RR0026'EDGE OF FARMERS ELEVATOR.
 RR0026
 RR0026                          STATION RECOVERY (1959)
 RR0026
 RR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0452 ***********************************************************************
 TD0452  DESIGNATION -  L 420
 TD0452  PID         -  TD0452
 TD0452  STATE/COUNTY-  ND/WALSH
 TD0452  USGS QUAD   -  LANKIN (1972)
 TD0452
 TD0452                         *CURRENT SURVEY CONTROL
 TD0452  ___________________________________________________________________
 TD0452* NAD 83(1986)-  48 18 38.     (N)    097 56 48.     (W)     SCALED    
 TD0452* NAVD 88     -       428.223  (meters)    1404.93   (feet)  ADJUSTED  
 TD0452  ___________________________________________________________________
 TD0452  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 TD0452  DYNAMIC HT  -         428.309 (meters)    1405.21  (feet)  COMP
 TD0452  MODELED GRAV-     980,798.4   (mgal)                       NAVD 88
 TD0452
 TD0452  VERT ORDER  -  SECOND    CLASS 0
 TD0452
 TD0452.The horizontal coordinates were scaled from a topographic map and have
 TD0452.an estimated accuracy of +/- 6 seconds.
 TD0452
 TD0452.The orthometric height was determined by differential leveling
 TD0452.and adjusted by the National Geodetic Survey in June 1991..
 TD0452
 TD0452.The geoid height was determined by GEOID03.
 TD0452
 TD0452.The dynamic height is computed by dividing the NAVD 88
 TD0452.geopotential number by the normal gravity value computed on the
 TD0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0452.degrees latitude (g = 980.6199 gals.).
 TD0452
 TD0452.The modeled gravity was interpolated from observed gravity values.
 TD0452
 TD0452;                    North         East    Units  Estimated Accuracy
 TD0452;SPC ND N     -   148,850.      789,350.      MT  (+/- 180 meters Scaled)
 TD0452
 TD0452                          SUPERSEDED SURVEY CONTROL
 TD0452
 TD0452  NGVD 29 (??/??/92)  427.856  (m)         1403.72   (f) ADJ UNCH    2 0
 TD0452
 TD0452.Superseded values are not recommended for survey control.
 TD0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0452.See file dsdata.txt to determine how the superseded data were derived.
 TD0452
 TD0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU781513(NAD 83)
 TD0452_MARKER: DB = BENCH MARK DISK
 TD0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0452_STAMPING: L 420 1964
 TD0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0452+STABILITY: SURFACE MOTION
 TD0452
 TD0452  HISTORY     - Date     Condition        Report By
 TD0452  HISTORY     - 1964     MONUMENTED       CGS
 TD0452
 TD0452                          STATION DESCRIPTION
 TD0452
 TD0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0452'1.1 MI W FROM LANKIN.
 TD0452'ABOUT 1.1 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0452'ELEVATOR AT LANKIN, IN S 27, T 156 N, R 57 W, 68 FEET SOUTHWEST OF THE
 TD0452'CENTER OF A GRAVELED ROAD INTERSECTION, 59 FEET SOUTH OF THE CENTER
 TD0452'LINE OF THE ROAD LEADING WEST, 32 FEET WEST OF THE CENTER LINE OF THE
 TD0452'ROAD LEADING SOUTH, 23 1/2 FEET NORTH OF A TELEPHONE POLE, 9 FEET
 TD0452'SOUTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE, 1.7 FEET NORTH OF
 TD0452'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND
 TD0452'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0354 ***********************************************************************
 RQ0354  DESIGNATION -  L 43
 RQ0354  PID         -  RQ0354
 RQ0354  STATE/COUNTY-  ND/LOGAN
 RQ0354  USGS QUAD   -  FREDONIA (1982)
 RQ0354
 RQ0354                         *CURRENT SURVEY CONTROL
 RQ0354  ___________________________________________________________________
 RQ0354* NAD 83(1986)-  46 19 23.     (N)    099 03 50.     (W)     SCALED    
 RQ0354* NAVD 88     -       618.136  (meters)    2028.00   (feet)  ADJUSTED  
 RQ0354  ___________________________________________________________________
 RQ0354  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 RQ0354  DYNAMIC HT  -         618.109 (meters)    2027.91  (feet)  COMP
 RQ0354  MODELED GRAV-     980,550.7   (mgal)                       NAVD 88
 RQ0354
 RQ0354  VERT ORDER  -  SECOND    CLASS 0
 RQ0354
 RQ0354.The horizontal coordinates were scaled from a topographic map and have
 RQ0354.an estimated accuracy of +/- 6 seconds.
 RQ0354
 RQ0354.The orthometric height was determined by differential leveling
 RQ0354.and adjusted by the National Geodetic Survey in June 1991..
 RQ0354
 RQ0354.The geoid height was determined by GEOID03.
 RQ0354
 RQ0354.The dynamic height is computed by dividing the NAVD 88
 RQ0354.geopotential number by the normal gravity value computed on the
 RQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0354.degrees latitude (g = 980.6199 gals.).
 RQ0354
 RQ0354.The modeled gravity was interpolated from observed gravity values.
 RQ0354
 RQ0354;                    North         East    Units  Estimated Accuracy
 RQ0354;SPC ND S     -    73,970.      710,590.      MT  (+/- 180 meters Scaled)
 RQ0354
 RQ0354                          SUPERSEDED SURVEY CONTROL
 RQ0354
 RQ0354  NGVD 29 (??/??/92)  617.694  (m)         2026.55   (f) ADJ UNCH    2 0
 RQ0354
 RQ0354.Superseded values are not recommended for survey control.
 RQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0354.See file dsdata.txt to determine how the superseded data were derived.
 RQ0354
 RQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS950299(NAD 83)
 RQ0354_MARKER: DB = BENCH MARK DISK
 RQ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0354_STAMPING: L 43 1934
 RQ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0354+STABILITY: SURFACE MOTION
 RQ0354
 RQ0354  HISTORY     - Date     Condition        Report By
 RQ0354  HISTORY     - 1934     MONUMENTED       CGS
 RQ0354
 RQ0354                          STATION DESCRIPTION
 RQ0354
 RQ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0354'1.3 MI E FROM FREDONIA.
 RQ0354'1.3 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0354'RAILROAD FROM THE STATION AT FREDONIA, LOGAN COUNTY, 2 POLES EAST OF
 RQ0354'MILEPOST 316, 1-1/2 POLES EAST OF CULVERT X 315 R, 42 FEET NORTH OF
 RQ0354'THE CENTERLINE OF THE TRACK, 4 FEET EAST OF A POLE, AND ABOUT 1 FOOT
 RQ0354'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED L 43 1934 AND SET IN
 RQ0354'THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 RQ0354'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0540 ***********************************************************************
 SL0540  DESIGNATION -  L 434
 SL0540  PID         -  SL0540
 SL0540  STATE/COUNTY-  ND/TRAILL
 SL0540  USGS QUAD   -  HILLSBORO NW (1967)
 SL0540
 SL0540                         *CURRENT SURVEY CONTROL
 SL0540  ___________________________________________________________________
 SL0540* NAD 83(1986)-  47 29 50.     (N)    097 13 08.     (W)     SCALED    
 SL0540* NAVD 88     -       292.414  (meters)     959.36   (feet)  ADJUSTED  
 SL0540  ___________________________________________________________________
 SL0540  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 SL0540  DYNAMIC HT  -         292.453 (meters)     959.49  (feet)  COMP
 SL0540  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 SL0540
 SL0540  VERT ORDER  -  SECOND    CLASS 0
 SL0540
 SL0540.The horizontal coordinates were scaled from a topographic map and have
 SL0540.an estimated accuracy of +/- 6 seconds.
 SL0540
 SL0540.The orthometric height was determined by differential leveling
 SL0540.and adjusted by the National Geodetic Survey in June 1991..
 SL0540
 SL0540.The geoid height was determined by GEOID03.
 SL0540
 SL0540.The dynamic height is computed by dividing the NAVD 88
 SL0540.geopotential number by the normal gravity value computed on the
 SL0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0540.degrees latitude (g = 980.6199 gals.).
 SL0540
 SL0540.The modeled gravity was interpolated from observed gravity values.
 SL0540
 SL0540;                    North         East    Units  Estimated Accuracy
 SL0540;SPC ND N     -    60,550.      847,150.      MT  (+/- 180 meters Scaled)
 SL0540
 SL0540                          SUPERSEDED SURVEY CONTROL
 SL0540
 SL0540  NGVD 29 (??/??/92)  292.066  (m)          958.22   (f) ADJ UNCH    2 0
 SL0540
 SL0540.Superseded values are not recommended for survey control.
 SL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0540.See file dsdata.txt to determine how the superseded data were derived.
 SL0540
 SL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT341619(NAD 83)
 SL0540_MARKER: DB = BENCH MARK DISK
 SL0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0540_STAMPING: L 434 1964
 SL0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0540+STABILITY: SURFACE MOTION
 SL0540
 SL0540  HISTORY     - Date     Condition        Report By
 SL0540  HISTORY     - 1964     MONUMENTED       CGS
 SL0540  HISTORY     - 1967     GOOD             USAF
 SL0540
 SL0540                          STATION DESCRIPTION
 SL0540
 SL0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0540'5.0 MI E FROM MAYVILLE.
 SL0540'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0540'MAYVILLE, THENCE 4.9 MILES EAST ALONG STATE HIGHWAY 7, OR 1.2 MILES
 SL0540'SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT CUMMINGS,
 SL0540'THENCE 6.6 MILES WEST ALONG STATE HIGHWAY 7, IN S 6, T 146 N, R 51 W,
 SL0540'103 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 97 FEET EAST OF THE
 SL0540'CENTER LINE OF A NORTH-SOUTH ROAD, 49 FEET EAST OF A TELEPHONE POLE,
 SL0540'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SL0540'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 SL0540'INCHES.
 SL0540
 SL0540                          STATION RECOVERY (1967)
 SL0540
 SL0540'RECOVERY NOTE BY US AIR FORCE 1967
 SL0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0902 ***********************************************************************
 SL0902  DESIGNATION -  L 435
 SL0902  PID         -  SL0902
 SL0902  STATE/COUNTY-  ND/STEELE
 SL0902  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0902
 SL0902                         *CURRENT SURVEY CONTROL
 SL0902  ___________________________________________________________________
 SL0902* NAD 83(1986)-  47 31 38.     (N)    097 34 49.     (W)     SCALED    
 SL0902* NAVD 88     -       333.490  (meters)    1094.13   (feet)  ADJUSTED  
 SL0902  ___________________________________________________________________
 SL0902  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 SL0902  DYNAMIC HT  -         333.531 (meters)    1094.26  (feet)  COMP
 SL0902  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 SL0902
 SL0902  VERT ORDER  -  SECOND    CLASS 0
 SL0902
 SL0902.The horizontal coordinates were scaled from a topographic map and have
 SL0902.an estimated accuracy of +/- 6 seconds.
 SL0902
 SL0902.The orthometric height was determined by differential leveling
 SL0902.and adjusted by the National Geodetic Survey in June 1991..
 SL0902
 SL0902.The geoid height was determined by GEOID03.
 SL0902
 SL0902.The dynamic height is computed by dividing the NAVD 88
 SL0902.geopotential number by the normal gravity value computed on the
 SL0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0902.degrees latitude (g = 980.6199 gals.).
 SL0902
 SL0902.The modeled gravity was interpolated from observed gravity values.
 SL0902
 SL0902;                    North         East    Units  Estimated Accuracy
 SL0902;SPC ND N     -    62,790.      819,810.      MT  (+/- 180 meters Scaled)
 SL0902
 SL0902                          SUPERSEDED SURVEY CONTROL
 SL0902
 SL0902  NGVD 29 (??/??/92)  333.139  (m)         1092.97   (f) ADJ UNCH    2 0
 SL0902
 SL0902.Superseded values are not recommended for survey control.
 SL0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0902.See file dsdata.txt to determine how the superseded data were derived.
 SL0902
 SL0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT068647(NAD 83)
 SL0902_MARKER: DB = BENCH MARK DISK
 SL0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0902_STAMPING: L 435 1964
 SL0902_MARK LOGO: CGS   
 SL0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0902+STABILITY: SURFACE MOTION
 SL0902
 SL0902  HISTORY     - Date     Condition        Report By
 SL0902  HISTORY     - 1964     MONUMENTED       CGS
 SL0902  HISTORY     - 1968     GOOD             DOD
 SL0902  HISTORY     - 19950315 GOOD             NDHD
 SL0902  HISTORY     - 20000822 GOOD             NDHD
 SL0902
 SL0902                          STATION DESCRIPTION
 SL0902
 SL0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0902'12.3 MI E FROM FINLEY.
 SL0902'ABOUT 12.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0902'FINLEY, OR ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAYS 7 AND 18
 SL0902'FROM THE GREAT NORTHERN RAILWAY STATION AT PORTLAND, THENCE 1.0 MILE
 SL0902'NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED
 SL0902'ROAD, THENCE 6.0 MILES WEST ALONG STATE HIGHWAY 7, IN SECTION 30, T
 SL0902'147 N, R 54 W, AT AN INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD,
 SL0902'70 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET WEST OF THE
 SL0902'CENTER LINE OF THE GRAVELED ROAD, 25 FEET SOUTHWEST OF THE WEST END OF
 SL0902'A 30-INCH CORRUGATED METAL CULVERT WHICH IS UNDER THE GRAVELED ROAD, 3
 SL0902'FEET WEST OF A POWER POLE, 1.2 FEET EAST OF A METAL WITNESS POST,
 SL0902'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 SL0902'A CONCRETE POST PROJECTING 10 INCHES.
 SL0902
 SL0902                          STATION RECOVERY (1968)
 SL0902
 SL0902'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0902'RECOVERED IN GOOD CONDITION.
 SL0902
 SL0902                          STATION RECOVERY (1995)
 SL0902
 SL0902'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 SL0902'RECOVERED AS DESCRIBED.
 SL0902
 SL0902                          STATION RECOVERY (2000)
 SL0902
 SL0902'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0902'STAMPED 'L 435 1964'
 SL0902'CHANGES IN DESCRIPTION- POWER POLE IN VICINITY HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1351 ***********************************************************************
 TE1351  DESIGNATION -  L 436
 TE1351  PID         -  TE1351
 TE1351  STATE/COUNTY-  ND/PIERCE
 TE1351  USGS QUAD   -  RUGBY (1980)
 TE1351
 TE1351                         *CURRENT SURVEY CONTROL
 TE1351  ___________________________________________________________________
 TE1351* NAD 83(1986)-  48 22 15.     (N)    099 57 51.     (W)     SCALED    
 TE1351* NAVD 88     -       473.233  (meters)    1552.60   (feet)  ADJUSTED  
 TE1351  ___________________________________________________________________
 TE1351  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 TE1351  DYNAMIC HT  -         473.326 (meters)    1552.90  (feet)  COMP
 TE1351  MODELED GRAV-     980,794.2   (mgal)                       NAVD 88
 TE1351
 TE1351  VERT ORDER  -  FIRST     CLASS II
 TE1351
 TE1351.The horizontal coordinates were scaled from a topographic map and have
 TE1351.an estimated accuracy of +/- 6 seconds.
 TE1351
 TE1351.The orthometric height was determined by differential leveling
 TE1351.and adjusted by the National Geodetic Survey in June 1991..
 TE1351
 TE1351.The geoid height was determined by GEOID03.
 TE1351
 TE1351.The dynamic height is computed by dividing the NAVD 88
 TE1351.geopotential number by the normal gravity value computed on the
 TE1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1351.degrees latitude (g = 980.6199 gals.).
 TE1351
 TE1351.The modeled gravity was interpolated from observed gravity values.
 TE1351
 TE1351;                    North         East    Units  Estimated Accuracy
 TE1351;SPC ND N     -   152,550.      639,700.      MT  (+/- 180 meters Scaled)
 TE1351
 TE1351                          SUPERSEDED SURVEY CONTROL
 TE1351
 TE1351  NGVD 29 (??/??/92)  472.877  (m)         1551.43   (f) ADJ UNCH    1 2
 TE1351
 TE1351.Superseded values are not recommended for survey control.
 TE1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1351.See file dsdata.txt to determine how the superseded data were derived.
 TE1351
 TE1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU285579(NAD 83)
 TE1351_MARKER: DB = BENCH MARK DISK
 TE1351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1351_SP_SET: 32 FEET
 TE1351_STAMPING: L 436 1964
 TE1351_MARK LOGO: CGS   
 TE1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1351
 TE1351  HISTORY     - Date     Condition        Report By
 TE1351  HISTORY     - 1964     MONUMENTED       CGS
 TE1351  HISTORY     - 1982     GOOD             NGS
 TE1351
 TE1351                          STATION DESCRIPTION
 TE1351
 TE1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1351'1.4 MI E FROM RUGBY.
 TE1351'ABOUT 1.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1351'AT RUGBY, IN S 6, T 156 N, R 72 W, 4 POLES EAST OF MILEPOST 141, 64
 TE1351'FEET NORTH OF THE NORTH RAIL, 97 FEET SOUTH OF THE CENTER LINE OF A
 TE1351'ROAD WHICH PARALLELS THE TRACK ON THE NORTH SIDE, 3 FEET NORTH OF A
 TE1351'TELEGRAPH POLE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 TE1351'WITH THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 TE1351'IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 4-INCH CAST IRON
 TE1351'PIPE WHICH PROJECTS 4 INCHES.
 TE1351
 TE1351                          STATION RECOVERY (1982)
 TE1351
 TE1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0199 ***********************************************************************
 TF0199  DESIGNATION -  L 437
 TF0199  PID         -  TF0199
 TF0199  STATE/COUNTY-  ND/MCHENRY
 TF0199  USGS QUAD   -  TOWNER (1980)
 TF0199
 TF0199                         *CURRENT SURVEY CONTROL
 TF0199  ___________________________________________________________________
 TF0199* NAD 83(1986)-  48 20 06.     (N)    100 28 30.     (W)     SCALED    
 TF0199* NAVD 88     -       446.944  (meters)    1466.35   (feet)  ADJUSTED  
 TF0199  ___________________________________________________________________
 TF0199  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0199  DYNAMIC HT  -         447.034 (meters)    1466.64  (feet)  COMP
 TF0199  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 TF0199
 TF0199  VERT ORDER  -  FIRST     CLASS II
 TF0199
 TF0199.The horizontal coordinates were scaled from a topographic map and have
 TF0199.an estimated accuracy of +/- 6 seconds.
 TF0199
 TF0199.The orthometric height was determined by differential leveling
 TF0199.and adjusted by the National Geodetic Survey in June 1991..
 TF0199
 TF0199.The geoid height was determined by GEOID03.
 TF0199
 TF0199.The dynamic height is computed by dividing the NAVD 88
 TF0199.geopotential number by the normal gravity value computed on the
 TF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0199.degrees latitude (g = 980.6199 gals.).
 TF0199
 TF0199.The modeled gravity was interpolated from observed gravity values.
 TF0199
 TF0199;                    North         East    Units  Estimated Accuracy
 TF0199;SPC ND N     -   148,430.      601,850.      MT  (+/- 180 meters Scaled)
 TF0199
 TF0199                          SUPERSEDED SURVEY CONTROL
 TF0199
 TF0199  NGVD 29 (??/??/92)  446.568  (m)         1465.12   (f) ADJ UNCH    1 2
 TF0199
 TF0199.Superseded values are not recommended for survey control.
 TF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0199.See file dsdata.txt to determine how the superseded data were derived.
 TF0199
 TF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU906545(NAD 83)
 TF0199_MARKER: DB = BENCH MARK DISK
 TF0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0199_STAMPING: L 437 1964
 TF0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0199+STABILITY: SURFACE MOTION
 TF0199
 TF0199  HISTORY     - Date     Condition        Report By
 TF0199  HISTORY     - 1964     MONUMENTED       CGS
 TF0199  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0199
 TF0199                          STATION DESCRIPTION
 TF0199
 TF0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0199'3.25 MI W FROM TOWNER.
 TF0199'ABOUT 3.25 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF0199'STATION AT TOWNER, IN S 18, T 156 N, R 76 W, 15 POLES EAST OF MILEPOST
 TF0199'165, 97 FEET SOUTH OF THE SOUTH RAIL, 5 FEET NORTH OF A TELEGRAPH
 TF0199'POLE, 1 1/2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS
 TF0199'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 TF0199'A CONCRETE POST PROJECTING 6 INCHES.
 TF0199
 TF0199                          STATION RECOVERY (1982)
 TF0199
 TF0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0199'NOT SEARCHED FOR THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0123 ***********************************************************************
 RQ0123  DESIGNATION -  L 44
 RQ0123  PID         -  RQ0123
 RQ0123  STATE/COUNTY-  ND/LA MOURE
 RQ0123  USGS QUAD   -  MEDBERRY (1982)
 RQ0123
 RQ0123                         *CURRENT SURVEY CONTROL
 RQ0123  ___________________________________________________________________
 RQ0123* NAD 83(1986)-  46 22 38.     (N)    098 37 13.     (W)     SCALED    
 RQ0123* NAVD 88     -       464.303  (meters)    1523.30   (feet)  ADJUSTED  
 RQ0123  ___________________________________________________________________
 RQ0123  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 RQ0123  DYNAMIC HT  -         464.302 (meters)    1523.30  (feet)  COMP
 RQ0123  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 RQ0123
 RQ0123  VERT ORDER  -  SECOND    CLASS 0
 RQ0123
 RQ0123.The horizontal coordinates were scaled from a topographic map and have
 RQ0123.an estimated accuracy of +/- 6 seconds.
 RQ0123
 RQ0123.The orthometric height was determined by differential leveling
 RQ0123.and adjusted by the National Geodetic Survey in June 1991..
 RQ0123
 RQ0123.The geoid height was determined by GEOID03.
 RQ0123
 RQ0123.The dynamic height is computed by dividing the NAVD 88
 RQ0123.geopotential number by the normal gravity value computed on the
 RQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0123.degrees latitude (g = 980.6199 gals.).
 RQ0123
 RQ0123.The modeled gravity was interpolated from observed gravity values.
 RQ0123
 RQ0123;                    North         East    Units  Estimated Accuracy
 RQ0123;SPC ND S     -    80,710.      744,600.      MT  (+/- 180 meters Scaled)
 RQ0123
 RQ0123                          SUPERSEDED SURVEY CONTROL
 RQ0123
 RQ0123  NGVD 29 (??/??/92)  463.944  (m)         1522.12   (f) ADJ UNCH    2 0
 RQ0123
 RQ0123.Superseded values are not recommended for survey control.
 RQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0123.See file dsdata.txt to determine how the superseded data were derived.
 RQ0123
 RQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS292360(NAD 83)
 RQ0123_MARKER: DB = BENCH MARK DISK
 RQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0123_STAMPING: L 44 1934
 RQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0123+STABILITY: SURFACE MOTION
 RQ0123
 RQ0123  HISTORY     - Date     Condition        Report By
 RQ0123  HISTORY     - 1934     MONUMENTED       CGS
 RQ0123  HISTORY     - 1977     GOOD             USGS
 RQ0123
 RQ0123                          STATION DESCRIPTION
 RQ0123
 RQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0123'IN MEDBERRY.
 RQ0123'AT MEDBERRY, LA MOURE COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 5
 RQ0123'POLES WEST OF THE STATION, AT A ROAD CROSSING, 24 FEET WEST OF THE
 RQ0123'CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 RQ0123'5 FEET WEST OF A RIGHT-OF-WAY FENCE CORNER AND ABOUT 2 FEET LOWER THAN
 RQ0123'THE TRACK.  A STANDARD DISK, STAMPED L 44 1934 AND SET IN THE TOP OF A
 RQ0123'CONCRETE POST.
 RQ0123
 RQ0123                          STATION RECOVERY (1977)
 RQ0123
 RQ0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0123'NOTE-- AS SUCH, MEDBERRY NO LONGER EXISTS. EDGELEY, ABOUT 1.5 MI N.
 RQ0123'ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION WITH STATE HIGHWAY 13.
 RQ0123'THENCE ABOUT 2.0 MI E. ALONG THE BURLINGTON AND NORTHERN RAILROAD
 RQ0123'FROM THE CROSSING OF U.S. HIGHWAY 281-- NEAR THE QUARTER CORNER
 RQ0123'BETWEEN SECS. 36 AND 31, T. 134 N., RGS. 63 AND 64 W. 24 FEET WEST
 RQ0123'AND 45 FEET NORTH OF THE RAILROAD CROSSING. 45 FEET EAST OF N-S R/W
 RQ0123'FENCE LINE, A STANDARD DISK STAMPED L 44 1934 AND SET IN THE TOP OF A
 RQ0123'CONCRETE POST. NOTE-- ABOUT HALF OF THE DISK IS GONE BUT CONCRETE
 RQ0123'POST SEEMS TO BE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0742 ***********************************************************************
 SL0742  DESIGNATION -  L 441
 SL0742  PID         -  SL0742
 SL0742  STATE/COUNTY-  ND/STEELE
 SL0742  USGS QUAD   -  BLABON (1967)
 SL0742
 SL0742                         *CURRENT SURVEY CONTROL
 SL0742  ___________________________________________________________________
 SL0742* NAD 83(1986)-  47 23 53.     (N)    097 49 25.     (W)     SCALED    
 SL0742* NAVD 88     -       425.750  (meters)    1396.81   (feet)  ADJUSTED  
 SL0742  ___________________________________________________________________
 SL0742  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL0742  DYNAMIC HT  -         425.795 (meters)    1396.96  (feet)  COMP
 SL0742  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 SL0742
 SL0742  VERT ORDER  -  SECOND    CLASS 0
 SL0742
 SL0742.The horizontal coordinates were scaled from a topographic map and have
 SL0742.an estimated accuracy of +/- 6 seconds.
 SL0742
 SL0742.The orthometric height was determined by differential leveling
 SL0742.and adjusted by the National Geodetic Survey in June 1991..
 SL0742
 SL0742.The geoid height was determined by GEOID03.
 SL0742
 SL0742.The dynamic height is computed by dividing the NAVD 88
 SL0742.geopotential number by the normal gravity value computed on the
 SL0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0742.degrees latitude (g = 980.6199 gals.).
 SL0742
 SL0742.The modeled gravity was interpolated from observed gravity values.
 SL0742
 SL0742;                    North         East    Units  Estimated Accuracy
 SL0742;SPC ND N     -    47,770.      802,000.      MT  (+/- 180 meters Scaled)
 SL0742
 SL0742                          SUPERSEDED SURVEY CONTROL
 SL0742
 SL0742  NGVD 29 (??/??/92)  425.389  (m)         1395.63   (f) ADJ UNCH    2 0
 SL0742
 SL0742.Superseded values are not recommended for survey control.
 SL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0742.See file dsdata.txt to determine how the superseded data were derived.
 SL0742
 SL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT887500(NAD 83)
 SL0742_MARKER: DB = BENCH MARK DISK
 SL0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0742_STAMPING: L 441 1964
 SL0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0742+STABILITY: SURFACE MOTION
 SL0742
 SL0742  HISTORY     - Date     Condition        Report By
 SL0742  HISTORY     - 1964     MONUMENTED       CGS
 SL0742
 SL0742                          STATION DESCRIPTION
 SL0742
 SL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0742'2.15 MI W FROM BLABON.
 SL0742'0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0742'AT BLABON, THENCE 1.85 MILES WEST ALONG A BLACK TOP AND GRAVELED ROAD,
 SL0742'0.25 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 32, ALONG THE
 SL0742'NORTH EDGE OF A RIGHT-OF-WAY, IN SECTION 5, R 56 W, T 145 N, 37 FEET
 SL0742'NORTH OF THE CENTER LINE OF ROAD, 704 FEET EAST OF BENCH MARK M 441
 SL0742'DESCRIBED, 1.7 FEET WEST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE
 SL0742'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SL0742'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0726 ***********************************************************************
 SL0726  DESIGNATION -  L 442
 SL0726  PID         -  SL0726
 SL0726  STATE/COUNTY-  ND/STEELE
 SL0726  USGS QUAD   -  LUVERNE SE (1967)
 SL0726
 SL0726                         *CURRENT SURVEY CONTROL
 SL0726  ___________________________________________________________________
 SL0726* NAD 83(1986)-  47 17 11.     (N)    097 47 21.     (W)     SCALED    
 SL0726* NAVD 88     -       386.767  (meters)    1268.92   (feet)  ADJUSTED  
 SL0726  ___________________________________________________________________
 SL0726  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0726  DYNAMIC HT  -         386.808 (meters)    1269.05  (feet)  COMP
 SL0726  MODELED GRAV-     980,707.5   (mgal)                       NAVD 88
 SL0726
 SL0726  VERT ORDER  -  SECOND    CLASS 0
 SL0726
 SL0726.The horizontal coordinates were scaled from a topographic map and have
 SL0726.an estimated accuracy of +/- 6 seconds.
 SL0726
 SL0726.The orthometric height was determined by differential leveling
 SL0726.and adjusted by the National Geodetic Survey in June 1991..
 SL0726
 SL0726.The geoid height was determined by GEOID03.
 SL0726
 SL0726.The dynamic height is computed by dividing the NAVD 88
 SL0726.geopotential number by the normal gravity value computed on the
 SL0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0726.degrees latitude (g = 980.6199 gals.).
 SL0726
 SL0726.The modeled gravity was interpolated from observed gravity values.
 SL0726
 SL0726;                    North         East    Units  Estimated Accuracy
 SL0726;SPC ND N     -    35,450.      805,040.      MT  (+/- 180 meters Scaled)
 SL0726
 SL0726                          SUPERSEDED SURVEY CONTROL
 SL0726
 SL0726  NGVD 29 (??/??/92)  386.415  (m)         1267.76   (f) ADJ UNCH    2 0
 SL0726
 SL0726.Superseded values are not recommended for survey control.
 SL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0726.See file dsdata.txt to determine how the superseded data were derived.
 SL0726
 SL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT915377(NAD 83)
 SL0726_MARKER: DB = BENCH MARK DISK
 SL0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0726_SP_SET: CULVERT
 SL0726_STAMPING: L 442 1964
 SL0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0726
 SL0726  HISTORY     - Date     Condition        Report By
 SL0726  HISTORY     - 1964     MONUMENTED       CGS
 SL0726
 SL0726                          STATION DESCRIPTION
 SL0726
 SL0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0726'5.55 MI N FROM PILLSBURY.
 SL0726'5.55 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0726'GREAT NORTHERN RAILWAY AT PILLSBURY, IN SECTION 16, R 56 W, T 144 N,
 SL0726'SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 21
 SL0726'FOOT LONG BOX CULVERT WITH WING WALL AND PARTITION, 43 FEET EAST OF
 SL0726'THE CENTER LINE OF THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE
 SL0726'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0763 ***********************************************************************
 SL0763  DESIGNATION -  L 443
 SL0763  PID         -  SL0763
 SL0763  STATE/COUNTY-  ND/STEELE
 SL0763  USGS QUAD   -  LUVERNE (1967)
 SL0763
 SL0763                         *CURRENT SURVEY CONTROL
 SL0763  ___________________________________________________________________
 SL0763* NAD 83(1986)-  47 15 28.     (N)    097 53 51.     (W)     SCALED    
 SL0763* NAVD 88     -       433.162  (meters)    1421.13   (feet)  ADJUSTED  
 SL0763  ___________________________________________________________________
 SL0763  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 SL0763  DYNAMIC HT  -         433.198 (meters)    1421.25  (feet)  COMP
 SL0763  MODELED GRAV-     980,681.4   (mgal)                       NAVD 88
 SL0763
 SL0763  VERT ORDER  -  SECOND    CLASS 0
 SL0763
 SL0763.The horizontal coordinates were scaled from a topographic map and have
 SL0763.an estimated accuracy of +/- 6 seconds.
 SL0763
 SL0763.The orthometric height was determined by differential leveling
 SL0763.and adjusted by the National Geodetic Survey in June 1991..
 SL0763
 SL0763.The geoid height was determined by GEOID03.
 SL0763
 SL0763.The dynamic height is computed by dividing the NAVD 88
 SL0763.geopotential number by the normal gravity value computed on the
 SL0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0763.degrees latitude (g = 980.6199 gals.).
 SL0763
 SL0763.The modeled gravity was interpolated from observed gravity values.
 SL0763
 SL0763;                    North         East    Units  Estimated Accuracy
 SL0763;SPC ND N     -    31,990.      796,950.      MT  (+/- 180 meters Scaled)
 SL0763
 SL0763                          SUPERSEDED SURVEY CONTROL
 SL0763
 SL0763  NGVD 29 (??/??/92)  432.798  (m)         1419.94   (f) ADJ UNCH    2 0
 SL0763
 SL0763.Superseded values are not recommended for survey control.
 SL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0763.See file dsdata.txt to determine how the superseded data were derived.
 SL0763
 SL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT834344(NAD 83)
 SL0763_MARKER: DB = BENCH MARK DISK
 SL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0763_STAMPING: L 443 1964
 SL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0763+STABILITY: SURFACE MOTION
 SL0763
 SL0763  HISTORY     - Date     Condition        Report By
 SL0763  HISTORY     - 1964     MONUMENTED       CGS
 SL0763
 SL0763                          STATION DESCRIPTION
 SL0763
 SL0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0763'2.4 MI E FROM LUVERNE.
 SL0763'0.2 MILE NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0763'NORTHERN RAILWAY AT LUVERNE, THENCE 2.0 MILES EAST ALONG A GRAVELED
 SL0763'ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, 0.2 MILE NORTH OF
 SL0763'AN INTERSECTION, 59 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 SL0763'779 FEET SOUTH OF BENCH MARK F 444, IN SECTION 28, R 57 W, T 144 N, 2
 SL0763'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 SL0763'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 SL0763'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0506 ***********************************************************************
 SM0506  DESIGNATION -  L 444
 SM0506  PID         -  SM0506
 SM0506  STATE/COUNTY-  ND/GRIGGS
 SM0506  USGS QUAD   -  KARNAK (1961)
 SM0506
 SM0506                         *CURRENT SURVEY CONTROL
 SM0506  ___________________________________________________________________
 SM0506* NAD 83(1986)-  47 18 48.     (N)    098 04 01.     (W)     SCALED    
 SM0506* NAVD 88     -       427.832  (meters)    1403.65   (feet)  ADJUSTED  
 SM0506  ___________________________________________________________________
 SM0506  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 SM0506  DYNAMIC HT  -         427.870 (meters)    1403.77  (feet)  COMP
 SM0506  MODELED GRAV-     980,689.5   (mgal)                       NAVD 88
 SM0506
 SM0506  VERT ORDER  -  SECOND    CLASS 0
 SM0506
 SM0506.The horizontal coordinates were scaled from a topographic map and have
 SM0506.an estimated accuracy of +/- 6 seconds.
 SM0506
 SM0506.The orthometric height was determined by differential leveling
 SM0506.and adjusted by the National Geodetic Survey in June 1991..
 SM0506
 SM0506.The geoid height was determined by GEOID03.
 SM0506
 SM0506.The dynamic height is computed by dividing the NAVD 88
 SM0506.geopotential number by the normal gravity value computed on the
 SM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0506.degrees latitude (g = 980.6199 gals.).
 SM0506
 SM0506.The modeled gravity was interpolated from observed gravity values.
 SM0506
 SM0506;                    North         East    Units  Estimated Accuracy
 SM0506;SPC ND N     -    37,740.      783,940.      MT  (+/- 180 meters Scaled)
 SM0506
 SM0506                          SUPERSEDED SURVEY CONTROL
 SM0506
 SM0506  NGVD 29 (??/??/92)  427.473  (m)         1402.47   (f) ADJ UNCH    2 0
 SM0506
 SM0506.Superseded values are not recommended for survey control.
 SM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0506.See file dsdata.txt to determine how the superseded data were derived.
 SM0506
 SM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT705404(NAD 83)
 SM0506_MARKER: DB = BENCH MARK DISK
 SM0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0506_STAMPING: L 444 1964
 SM0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0506+STABILITY: SURFACE MOTION
 SM0506
 SM0506  HISTORY     - Date     Condition        Report By
 SM0506  HISTORY     - 1964     MONUMENTED       CGS
 SM0506
 SM0506                          STATION DESCRIPTION
 SM0506
 SM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0506'5.6 MI E FROM HANNAFORD.
 SM0506'ABOUT 5.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SM0506'HANNAFORD, IN SECTION 6, R 58 W, T 144 N, AT THE JUNCTION OF A ROAD
 SM0506'LEADING SOUTH, 74 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 SM0506'JUNCTION, 54 FEET NORTH OF THE CENTER LINE OF EAST-WEST ROAD, 51 FEET
 SM0506'WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 36 FEET NORTHWEST
 SM0506'OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER ROAD NORTH, 1.5 FEET
 SM0506'SOUTH OF A FENCE LINE, 2.4 FEET EAST OF A METAL WITNESS POST, 2 FEET
 SM0506'BELOW THE LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE
 SM0506'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS
 SM0506'MARK MAY BE REACHED FROM KARNAK BY GOING 0.25 MILE NORTHWEST ALONG THE
 SM0506'GREAT NORTHERN RAILWAY FROM THE STATION AT KARNAK, THENCE 2.25 MILES
 SM0506'NORTH ALONG A GRAVELED ROAD TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0026 ***********************************************************************
 TE0026  DESIGNATION -  L 445 RESET
 TE0026  PID         -  TE0026
 TE0026  STATE/COUNTY-  ND/CAVALIER
 TE0026  USGS QUAD   -  OLGA NW (1969)
 TE0026
 TE0026                         *CURRENT SURVEY CONTROL
 TE0026  ___________________________________________________________________
 TE0026* NAD 83(1986)-  48 53 59.     (N)    098 14 31.     (W)     SCALED    
 TE0026* NAVD 88     -       479.23   (+/-2cm)    1572.3    (feet)  VERTCON   
 TE0026  ___________________________________________________________________
 TE0026  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE0026
 TE0026  VERT ORDER  -  THIRD (See Below)
 TE0026
 TE0026.The horizontal coordinates were scaled from a topographic map and have
 TE0026.an estimated accuracy of +/- 6 seconds.
 TE0026
 TE0026.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0026.The vertical order pertains to the NGVD 29 superseded value.
 TE0026
 TE0026.The geoid height was determined by GEOID03.
 TE0026
 TE0026;                    North         East    Units  Estimated Accuracy
 TE0026;SPC ND N     -   213,650.      765,540.      MT  (+/- 180 meters Scaled)
 TE0026
 TE0026                          SUPERSEDED SURVEY CONTROL
 TE0026
 TE0026  NGVD 29 (??/??/??)  478.86   (m)         1571.1    (f) RESET       3  
 TE0026
 TE0026.Superseded values are not recommended for survey control.
 TE0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0026.See file dsdata.txt to determine how the superseded data were derived.
 TE0026
 TE0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV555165(NAD 83)
 TE0026_MARKER: DB = BENCH MARK DISK
 TE0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0026_STAMPING: L 445 RESET 1965
 TE0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0026+STABILITY: SURFACE MOTION
 TE0026
 TE0026  HISTORY     - Date     Condition        Report By
 TE0026  HISTORY     - 1965     MONUMENTED       CGS
 TE0026
 TE0026                          STATION DESCRIPTION
 TE0026
 TE0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TE0026'4.4 MI SW FROM VANG.
 TE0026'3.25 MILES WEST ALONG THE COUNTY ROAD FROM THE VANG LUTHERAN CHURCH
 TE0026'AND CEMETERY, THENCE 1.15 MILES SOUTHWEST ALONG THE MAIN ROAD, ABOUT
 TE0026'0.65 MILE SOUTHWEST OF A BRIDGE OVER LITTLE SOUTH PEMBINA RIVER, 74
 TE0026'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A
 TE0026'METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  A STANDARD
 TE0026'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0629 ***********************************************************************
 RP0629  DESIGNATION -  L 446
 RP0629  PID         -  RP0629
 RP0629  STATE/COUNTY-  ND/BARNES
 RP0629  USGS QUAD   -  ORISKA (1971)
 RP0629
 RP0629                         *CURRENT SURVEY CONTROL
 RP0629  ___________________________________________________________________
 RP0629* NAD 83(1986)-  46 58 46.     (N)    097 47 19.     (W)     SCALED    
 RP0629* NAVD 88     -       385.057  (meters)    1263.31   (feet)  ADJUSTED  
 RP0629  ___________________________________________________________________
 RP0629  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 RP0629  DYNAMIC HT  -         385.090 (meters)    1263.42  (feet)  COMP
 RP0629  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 RP0629
 RP0629  VERT ORDER  -  SECOND    CLASS 0
 RP0629
 RP0629.The horizontal coordinates were scaled from a topographic map and have
 RP0629.an estimated accuracy of +/- 6 seconds.
 RP0629
 RP0629.The orthometric height was determined by differential leveling
 RP0629.and adjusted by the National Geodetic Survey in June 1991..
 RP0629
 RP0629.The geoid height was determined by GEOID03.
 RP0629
 RP0629.The dynamic height is computed by dividing the NAVD 88
 RP0629.geopotential number by the normal gravity value computed on the
 RP0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0629.degrees latitude (g = 980.6199 gals.).
 RP0629
 RP0629.The modeled gravity was interpolated from observed gravity values.
 RP0629
 RP0629;                    North         East    Units  Estimated Accuracy
 RP0629;SPC ND S     -   149,490.      806,240.      MT  (+/- 180 meters Scaled)
 RP0629
 RP0629                          SUPERSEDED SURVEY CONTROL
 RP0629
 RP0629  NGVD 29 (??/??/92)  384.707  (m)         1262.16   (f) ADJ UNCH    2 0
 RP0629
 RP0629.Superseded values are not recommended for survey control.
 RP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0629.See file dsdata.txt to determine how the superseded data were derived.
 RP0629
 RP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT921035(NAD 83)
 RP0629_MARKER: DB = BENCH MARK DISK
 RP0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0629_STAMPING: L 446 1964
 RP0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0629+STABILITY: SURFACE MOTION
 RP0629
 RP0629  HISTORY     - Date     Condition        Report By
 RP0629  HISTORY     - 1964     MONUMENTED       CGS
 RP0629  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0629
 RP0629                          STATION DESCRIPTION
 RP0629
 RP0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0629'3.15 MI N FROM ORISKA.
 RP0629'ABOUT 3.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 RP0629'NORTHERN PACIFIC RAILWAY AT ORISKA, NEAR A ROAD INTERSECTION, IN
 RP0629'SECTION 33, R 56 W, T 141 N, 92 FEET EAST OF THE CENTER LINE OF THE
 RP0629'HIGHWAY, 200 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 2
 RP0629'1/2 FEET SOUTH OF A POWER LINE POLE, 2 1/2 FEET NORTH OF A METAL
 RP0629'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 RP0629'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RP0629
 RP0629                          STATION RECOVERY (1982)
 RP0629
 RP0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0588 ***********************************************************************
 RP0588  DESIGNATION -  L 447
 RP0588  PID         -  RP0588
 RP0588  STATE/COUNTY-  ND/BARNES
 RP0588  USGS QUAD   -  ORISKA (1971)
 RP0588
 RP0588                         *CURRENT SURVEY CONTROL
 RP0588  ___________________________________________________________________
 RP0588* NAD 83(1986)-  46 55 55.     (N)    097 47 16.     (W)     SCALED    
 RP0588* NAVD 88     -       386.010  (meters)    1266.43   (feet)  ADJUSTED  
 RP0588  ___________________________________________________________________
 RP0588  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 RP0588  DYNAMIC HT  -         386.040 (meters)    1266.53  (feet)  COMP
 RP0588  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 RP0588
 RP0588  VERT ORDER  -  FIRST     CLASS II
 RP0588
 RP0588.The horizontal coordinates were scaled from a topographic map and have
 RP0588.an estimated accuracy of +/- 6 seconds.
 RP0588
 RP0588.The orthometric height was determined by differential leveling
 RP0588.and adjusted by the National Geodetic Survey in June 1991..
 RP0588
 RP0588.The geoid height was determined by GEOID03.
 RP0588
 RP0588.The dynamic height is computed by dividing the NAVD 88
 RP0588.geopotential number by the normal gravity value computed on the
 RP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0588.degrees latitude (g = 980.6199 gals.).
 RP0588
 RP0588.The modeled gravity was interpolated from observed gravity values.
 RP0588
 RP0588;                    North         East    Units  Estimated Accuracy
 RP0588;SPC ND S     -   144,210.      806,490.      MT  (+/- 180 meters Scaled)
 RP0588
 RP0588                          SUPERSEDED SURVEY CONTROL
 RP0588
 RP0588  NGVD 29 (??/??/92)  385.659  (m)         1265.28   (f) ADJ UNCH    1 2
 RP0588
 RP0588.Superseded values are not recommended for survey control.
 RP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0588.See file dsdata.txt to determine how the superseded data were derived.
 RP0588
 RP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS922983(NAD 83)
 RP0588_MARKER: DB = BENCH MARK DISK
 RP0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0588_SP_SET: 32 FEET
 RP0588_STAMPING: L 447 1964
 RP0588_MARK LOGO: CGS   
 RP0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0588
 RP0588  HISTORY     - Date     Condition        Report By
 RP0588  HISTORY     - 1964     MONUMENTED       CGS
 RP0588  HISTORY     - 1982     GOOD             NGS
 RP0588
 RP0588                          STATION DESCRIPTION
 RP0588
 RP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0588'0.2 MI E FROM ORISKA.
 RP0588'ABOUT 0.2 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0588'STATION AT ORISKA, AT THE CROSSING OF STATE HIGHWAY 32, IN SECTION 19,
 RP0588'R 56 W, T 140 N, IN LINE WITH A ROW OF TELEPHONE POLES, 34 FEET NORTH
 RP0588'OF THE NORTH RAIL OF MAIN TRACK, 109 FEET WEST OF THE CENTER LINE OF
 RP0588'THE HIGHWAY, 118 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY CROSSING
 RP0588'THE TRACK, 4 FEET NORTHEAST OF A TELEPHONE POLE, 11 FEET SOUTH OF THE
 RP0588'SOUTH RAIL OF A SIDE TRACK, 2 1/2 FEET WEST OF A METAL WITNESS POST, 3
 RP0588'FEET BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON THE TOP OF A
 RP0588'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4
 RP0588'INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO A
 RP0588'DEPTH OF 32 FEET.
 RP0588
 RP0588                          STATION RECOVERY (1982)
 RP0588
 RP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0784 ***********************************************************************
 SL0784  DESIGNATION -  L 448
 SL0784  PID         -  SL0784
 SL0784  STATE/COUNTY-  ND/CASS
 SL0784  USGS QUAD   -  PAGE SE (1967)
 SL0784
 SL0784                         *CURRENT SURVEY CONTROL
 SL0784  ___________________________________________________________________
 SL0784* NAD 83(1986)-  47 00 27.     (N)    097 35 59.     (W)     SCALED    
 SL0784* NAVD 88     -       353.786  (meters)    1160.71   (feet)  ADJUSTED  
 SL0784  ___________________________________________________________________
 SL0784  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 SL0784  DYNAMIC HT  -         353.817 (meters)    1160.81  (feet)  COMP
 SL0784  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SL0784
 SL0784  VERT ORDER  -  SECOND    CLASS 0
 SL0784
 SL0784.The horizontal coordinates were scaled from a topographic map and have
 SL0784.an estimated accuracy of +/- 6 seconds.
 SL0784
 SL0784.The orthometric height was determined by differential leveling
 SL0784.and adjusted by the National Geodetic Survey in June 1991..
 SL0784
 SL0784.The geoid height was determined by GEOID03.
 SL0784
 SL0784.The dynamic height is computed by dividing the NAVD 88
 SL0784.geopotential number by the normal gravity value computed on the
 SL0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0784.degrees latitude (g = 980.6199 gals.).
 SL0784
 SL0784.The modeled gravity was interpolated from observed gravity values.
 SL0784
 SL0784;                    North         East    Units  Estimated Accuracy
 SL0784;SPC ND S     -   153,110.      820,490.      MT  (+/- 180 meters Scaled)
 SL0784
 SL0784                          SUPERSEDED SURVEY CONTROL
 SL0784
 SL0784  NGVD 29 (??/??/92)  353.437  (m)         1159.57   (f) ADJ UNCH    2 0
 SL0784
 SL0784.Superseded values are not recommended for survey control.
 SL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0784.See file dsdata.txt to determine how the superseded data were derived.
 SL0784
 SL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT064069(NAD 83)
 SL0784_MARKER: DB = BENCH MARK DISK
 SL0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0784_STAMPING: L 448 1964
 SL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0784+STABILITY: SURFACE MOTION
 SL0784
 SL0784  HISTORY     - Date     Condition        Report By
 SL0784  HISTORY     - 1964     MONUMENTED       CGS
 SL0784  HISTORY     - 1967     GOOD             USAF
 SL0784
 SL0784                          STATION DESCRIPTION
 SL0784
 SL0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0784'8.0 MI NW FROM BUFFALO.
 SL0784'6.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0784'NORTHERN PACIFIC RAILWAY AT BUFFALO, IN SECTION 24, R 55 W, T 141 N,
 SL0784'NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, 105 FEET NORTH OF THE
 SL0784'CENTER LINE OF THE EAST-WEST ROAD, 17 1/2 FEET EAST OF THE CENTER LINE
 SL0784'OF THE NORTH-SOUTH ROAD, 108 FEET NORTH-EAST OF THE APPROXIMATE CENTER
 SL0784'OF THE INTERSECTION, 2 FEET WEST OF A FENCE LINE, 4 FEET NORTH OF A
 SL0784'CORNER FENCE POST, 1 1/2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 SL0784'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL0784'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0784
 SL0784                          STATION RECOVERY (1967)
 SL0784
 SL0784'RECOVERY NOTE BY US AIR FORCE 1967
 SL0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0768 ***********************************************************************
 SL0768  DESIGNATION -  L 449
 SL0768  PID         -  SL0768
 SL0768  STATE/COUNTY-  ND/BARNES
 SL0768  USGS QUAD   -  PILLSBURY (1967)
 SL0768
 SL0768                         *CURRENT SURVEY CONTROL
 SL0768  ___________________________________________________________________
 SL0768* NAD 83(1986)-  47 10 02.     (N)    097 48 42.     (W)     SCALED    
 SL0768* NAVD 88     -       387.766  (meters)    1272.20   (feet)  ADJUSTED  
 SL0768  ___________________________________________________________________
 SL0768  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0768  DYNAMIC HT  -         387.800 (meters)    1272.31  (feet)  COMP
 SL0768  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 SL0768
 SL0768  VERT ORDER  -  SECOND    CLASS 0
 SL0768
 SL0768.The horizontal coordinates were scaled from a topographic map and have
 SL0768.an estimated accuracy of +/- 6 seconds.
 SL0768
 SL0768.The orthometric height was determined by differential leveling
 SL0768.and adjusted by the National Geodetic Survey in June 1991..
 SL0768
 SL0768.The geoid height was determined by GEOID03.
 SL0768
 SL0768.The dynamic height is computed by dividing the NAVD 88
 SL0768.geopotential number by the normal gravity value computed on the
 SL0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0768.degrees latitude (g = 980.6199 gals.).
 SL0768
 SL0768.The modeled gravity was interpolated from observed gravity values.
 SL0768
 SL0768;                    North         East    Units  Estimated Accuracy
 SL0768;SPC ND S     -   170,290.      803,780.      MT  (+/- 180 meters Scaled)
 SL0768
 SL0768                          SUPERSEDED SURVEY CONTROL
 SL0768
 SL0768  NGVD 29 (??/??/92)  387.412  (m)         1271.03   (f) ADJ UNCH    2 0
 SL0768
 SL0768.Superseded values are not recommended for survey control.
 SL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0768.See file dsdata.txt to determine how the superseded data were derived.
 SL0768
 SL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT900244(NAD 83)
 SL0768_MARKER: DB = BENCH MARK DISK
 SL0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0768_STAMPING: L 449 1964
 SL0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0768+STABILITY: SURFACE MOTION
 SL0768
 SL0768  HISTORY     - Date     Condition        Report By
 SL0768  HISTORY     - 1964     MONUMENTED       CGS
 SL0768
 SL0768                          STATION DESCRIPTION
 SL0768
 SL0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0768'3.65 MI SW FROM PILLSBURY.
 SL0768'2.65 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0768'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE ABOUT 1.0 MILE WEST
 SL0768'ALONG A GRAVELED ROAD, AT THE JUNCTION OF A GRAVELED ROAD LEADING
 SL0768'SOUTH, IN SECTION 32, R 56 W, T 143 N, 47 FEET SOUTH OF THE CENTER
 SL0768'LINE OF THE EAST-WEST GRAVELED ROAD, 74 FEET EAST OF THE CENTER LINE
 SL0768'OF THE ROAD SOUTH, 88 FEET SOUTH-EAST OF THE CENTER OF THE JUNCTION, 4
 SL0768'1/2 FEET WEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A STEEL WITNESS
 SL0768'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 SL0768'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0054 ***********************************************************************
 RQ0054  DESIGNATION -  L 45
 RQ0054  PID         -  RQ0054
 RQ0054  STATE/COUNTY-  ND/BARNES
 RQ0054  USGS QUAD   -  HASTINGS (1970)
 RQ0054
 RQ0054                         *CURRENT SURVEY CONTROL
 RQ0054  ___________________________________________________________________
 RQ0054* NAD 83(1986)-  46 40 26.     (N)    098 07 26.     (W)     SCALED    
 RQ0054* NAVD 88     -       446.100  (meters)    1463.58   (feet)  ADJUSTED  
 RQ0054  ___________________________________________________________________
 RQ0054  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 RQ0054  DYNAMIC HT  -         446.110 (meters)    1463.61  (feet)  COMP
 RQ0054  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 RQ0054
 RQ0054  VERT ORDER  -  SECOND    CLASS 0
 RQ0054
 RQ0054.The horizontal coordinates were scaled from a topographic map and have
 RQ0054.an estimated accuracy of +/- 6 seconds.
 RQ0054
 RQ0054.The orthometric height was determined by differential leveling
 RQ0054.and adjusted by the National Geodetic Survey in June 1991..
 RQ0054
 RQ0054.The geoid height was determined by GEOID03.
 RQ0054
 RQ0054.The dynamic height is computed by dividing the NAVD 88
 RQ0054.geopotential number by the normal gravity value computed on the
 RQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0054.degrees latitude (g = 980.6199 gals.).
 RQ0054
 RQ0054.The modeled gravity was interpolated from observed gravity values.
 RQ0054
 RQ0054;                    North         East    Units  Estimated Accuracy
 RQ0054;SPC ND S     -   114,710.      781,780.      MT  (+/- 180 meters Scaled)
 RQ0054
 RQ0054                          SUPERSEDED SURVEY CONTROL
 RQ0054
 RQ0054  NGVD 29 (??/??/92)  445.709  (m)         1462.30   (f) ADJ UNCH    2 0
 RQ0054
 RQ0054.Superseded values are not recommended for survey control.
 RQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0054.See file dsdata.txt to determine how the superseded data were derived.
 RQ0054
 RQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS670692(NAD 83)
 RQ0054_MARKER: DB = BENCH MARK DISK
 RQ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0054_STAMPING: L 45 1934
 RQ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0054+STABILITY: SURFACE MOTION
 RQ0054
 RQ0054  HISTORY     - Date     Condition        Report By
 RQ0054  HISTORY     - 1934     MONUMENTED       CGS
 RQ0054  HISTORY     - 1967     GOOD             DOD
 RQ0054
 RQ0054                          STATION DESCRIPTION
 RQ0054
 RQ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0054'1.5 MI SW FROM HASTINGS.
 RQ0054'1.5 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0054'STATION AT HASTINGS, BARNES COUNTY, 3 POLES NORTHEAST OF MILEPOST 49,
 RQ0054'AT A ROAD CROSSING, 60 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 RQ0054'45 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 5 FEET NORTH OF A
 RQ0054'POLE, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RQ0054'L 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0054
 RQ0054                          STATION RECOVERY (1967)
 RQ0054
 RQ0054'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0576 ***********************************************************************
 RP0576  DESIGNATION -  L 450
 RP0576  PID         -  RP0576
 RP0576  STATE/COUNTY-  ND/BARNES
 RP0576  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0576
 RP0576                         *CURRENT SURVEY CONTROL
 RP0576  ___________________________________________________________________
 RP0576* NAD 83(1986)-  46 55 09.     (N)    097 57 31.     (W)     SCALED    
 RP0576* NAVD 88     -       402.915  (meters)    1321.90   (feet)  ADJUSTED  
 RP0576  ___________________________________________________________________
 RP0576  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RP0576  DYNAMIC HT  -         402.946 (meters)    1322.00  (feet)  COMP
 RP0576  MODELED GRAV-     980,679.3   (mgal)                       NAVD 88
 RP0576
 RP0576  VERT ORDER  -  FIRST     CLASS II
 RP0576
 RP0576.The horizontal coordinates were scaled from a topographic map and have
 RP0576.an estimated accuracy of +/- 6 seconds.
 RP0576
 RP0576.The orthometric height was determined by differential leveling
 RP0576.and adjusted by the National Geodetic Survey in June 1991..
 RP0576.WARNING-Repeat measurements at this control monument indicate possible
 RP0576.vertical movement.
 RP0576
 RP0576.The geoid height was determined by GEOID03.
 RP0576
 RP0576.The dynamic height is computed by dividing the NAVD 88
 RP0576.geopotential number by the normal gravity value computed on the
 RP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0576.degrees latitude (g = 980.6199 gals.).
 RP0576
 RP0576.The modeled gravity was interpolated from observed gravity values.
 RP0576
 RP0576;                    North         East    Units  Estimated Accuracy
 RP0576;SPC ND S     -   142,360.      793,530.      MT  (+/- 180 meters Scaled)
 RP0576
 RP0576                          SUPERSEDED SURVEY CONTROL
 RP0576
 RP0576  NGVD 29 (??/??/92)  402.551  (m)         1320.70   (f) ADJ UNCH    1 2
 RP0576
 RP0576.Superseded values are not recommended for survey control.
 RP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0576.See file dsdata.txt to determine how the superseded data were derived.
 RP0576
 RP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS792967(NAD 83)
 RP0576_MARKER: DB = BENCH MARK DISK
 RP0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0576_SP_SET: CONCRETE BASE
 RP0576_STAMPING: L 450 1964
 RP0576_MARK LOGO: CGS   
 RP0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0576
 RP0576  HISTORY     - Date     Condition        Report By
 RP0576  HISTORY     - 1964     MONUMENTED       CGS
 RP0576  HISTORY     - 1975     GOOD             NDHD
 RP0576  HISTORY     - 1982     GOOD             NGS
 RP0576
 RP0576                          STATION DESCRIPTION
 RP0576
 RP0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0576'1.55 MI E FROM VALLEY CITY.
 RP0576'ABOUT 1.55 MILES EAST ALONG BUSINESS ROUTE 94 FROM THE CONCRETE BRIDGE
 RP0576'OVER THE SHEYENNE RIVER AT VALLEY CITY, AT THE OVERPASS CROSSING OF
 RP0576'THE SOO LINE RAILROAD, SET ON TOP AT THE CENTER OF THE CONCRETE BASE
 RP0576'SUPPORTING THE FIRST SET OF PIERS NORTH OF THE HIGHWAY, 22 FEET NORTH
 RP0576'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET ABOVE THE LEVEL OF
 RP0576'THE HIGHWAY.  IN SECTION 26, R 58 W, T 140 N.
 RP0576
 RP0576                          STATION RECOVERY (1975)
 RP0576
 RP0576'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1975
 RP0576'RECOVERED IN GOOD CONDITION.
 RP0576
 RP0576                          STATION RECOVERY (1982)
 RP0576
 RP0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0010 ***********************************************************************
 RQ0010  DESIGNATION -  L 451
 RQ0010  PID         -  RQ0010
 RQ0010  STATE/COUNTY-  ND/BARNES
 RQ0010  USGS QUAD   -  SANBORN (1970)
 RQ0010
 RQ0010                         *CURRENT SURVEY CONTROL
 RQ0010  ___________________________________________________________________
 RQ0010* NAD 83(1986)-  46 56 24.     (N)    098 08 51.     (W)     SCALED    
 RQ0010* NAVD 88     -       434.031  (meters)    1423.98   (feet)  ADJUSTED  
 RQ0010  ___________________________________________________________________
 RQ0010  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 RQ0010  DYNAMIC HT  -         434.062 (meters)    1424.09  (feet)  COMP
 RQ0010  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 RQ0010
 RQ0010  VERT ORDER  -  FIRST     CLASS II
 RQ0010
 RQ0010.The horizontal coordinates were scaled from a topographic map and have
 RQ0010.an estimated accuracy of +/- 6 seconds.
 RQ0010
 RQ0010.The orthometric height was determined by differential leveling
 RQ0010.and adjusted by the National Geodetic Survey in June 1991..
 RQ0010
 RQ0010.The geoid height was determined by GEOID03.
 RQ0010
 RQ0010.The dynamic height is computed by dividing the NAVD 88
 RQ0010.geopotential number by the normal gravity value computed on the
 RQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0010.degrees latitude (g = 980.6199 gals.).
 RQ0010
 RQ0010.The modeled gravity was interpolated from observed gravity values.
 RQ0010
 RQ0010;                    North         East    Units  Estimated Accuracy
 RQ0010;SPC ND S     -   144,220.      779,080.      MT  (+/- 180 meters Scaled)
 RQ0010
 RQ0010                          SUPERSEDED SURVEY CONTROL
 RQ0010
 RQ0010  NGVD 29 (??/??/92)  433.662  (m)         1422.77   (f) ADJ UNCH    1 2
 RQ0010
 RQ0010.Superseded values are not recommended for survey control.
 RQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0010.See file dsdata.txt to determine how the superseded data were derived.
 RQ0010
 RQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS648988(NAD 83)
 RQ0010_MARKER: DB = BENCH MARK DISK
 RQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0010_STAMPING: L 451 1964
 RQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0010+STABILITY: SURFACE MOTION
 RQ0010
 RQ0010  HISTORY     - Date     Condition        Report By
 RQ0010  HISTORY     - 1964     MONUMENTED       CGS
 RQ0010  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0010
 RQ0010                          STATION DESCRIPTION
 RQ0010
 RQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0010'3.45 MI E FROM SANBORN.
 RQ0010'ABOUT 3.45 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0010'STATION AT SANBORN, IN SECTION 17, R 59 W, T 140 N, 0.4 MILE EAST OF
 RQ0010'MILEPOST 73, AT THE CROSSING OF A FARM ROAD, 55.3 FEET NORTH OF THE
 RQ0010'NORTH RAIL, 315 FEET NORTHWEST OF AND ACROSS THE TRACK FROM A SIGN
 RQ0010'THAT READS YARD LIMIT 1 MILE, 126 FEET NORTHEAST OF THE CENTER OF THE
 RQ0010'CROSSING, DIRECTLY BETWEEN A DOUBLE TELEPHONE POLE, 1.9 FEET WEST OF A
 RQ0010'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND SET
 RQ0010'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 RQ0010
 RQ0010                          STATION RECOVERY (1982)
 RQ0010
 RQ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0010'NOT RECOVERED, INACCESSIBLE FOR LEVELS, LEVEL LINE WAS REROUTED ALONG
 RQ0010'INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0203 ***********************************************************************
 TE0203  DESIGNATION -  L 452
 TE0203  PID         -  TE0203
 TE0203  STATE/COUNTY-  ND/CAVALIER
 TE0203  USGS QUAD   -  OLGA SW (1969)
 TE0203
 TE0203                         *CURRENT SURVEY CONTROL
 TE0203  ___________________________________________________________________
 TE0203* NAD 83(1986)-  48 46 32.     (N)    098 08 47.     (W)     SCALED    
 TE0203* NAVD 88     -       488.880  (meters)    1603.93   (feet)  ADJUSTED  
 TE0203  ___________________________________________________________________
 TE0203  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 TE0203  DYNAMIC HT  -         488.994 (meters)    1604.31  (feet)  COMP
 TE0203  MODELED GRAV-     980,826.5   (mgal)                       NAVD 88
 TE0203
 TE0203  VERT ORDER  -  SECOND    CLASS 0
 TE0203
 TE0203.The horizontal coordinates were scaled from a topographic map and have
 TE0203.an estimated accuracy of +/- 6 seconds.
 TE0203
 TE0203.The orthometric height was determined by differential leveling
 TE0203.and adjusted by the National Geodetic Survey in June 1991..
 TE0203
 TE0203.The geoid height was determined by GEOID03.
 TE0203
 TE0203.The dynamic height is computed by dividing the NAVD 88
 TE0203.geopotential number by the normal gravity value computed on the
 TE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0203.degrees latitude (g = 980.6199 gals.).
 TE0203
 TE0203.The modeled gravity was interpolated from observed gravity values.
 TE0203
 TE0203;                    North         East    Units  Estimated Accuracy
 TE0203;SPC ND N     -   200,060.      772,970.      MT  (+/- 180 meters Scaled)
 TE0203
 TE0203                          SUPERSEDED SURVEY CONTROL
 TE0203
 TE0203  NGVD 29 (??/??/92)  488.515  (m)         1602.74   (f) ADJ UNCH    2 0
 TE0203
 TE0203.Superseded values are not recommended for survey control.
 TE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0203.See file dsdata.txt to determine how the superseded data were derived.
 TE0203
 TE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV627028(NAD 83)
 TE0203_MARKER: DB = BENCH MARK DISK
 TE0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0203_STAMPING: L 452 1964
 TE0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0203+STABILITY: SURFACE MOTION
 TE0203
 TE0203  HISTORY     - Date     Condition        Report By
 TE0203  HISTORY     - 1964     MONUMENTED       CGS
 TE0203
 TE0203                          STATION DESCRIPTION
 TE0203
 TE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0203'11.1 MI E FROM LANGDON.
 TE0203'ABOUT 10.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0203'LANGDON, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, IN SECTION 16, R
 TE0203'58 W, T 161 N, AT AN INTERSECTION, NEAR THE NORTHEAST CORNER OF A
 TE0203'SCHOOL YARD, 81 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 TE0203'75 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 109 FEET
 TE0203'SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 87 FEET
 TE0203'NORTHEAST OF THE NORTHEAST CORNER OF SCHOOL BUILDING, 2 FEET SOUTH OF
 TE0203'A POWER LINE POLE, 2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE
 TE0203'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0203'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0263 ***********************************************************************
 TE0263  DESIGNATION -  L 453
 TE0263  PID         -  TE0263
 TE0263  STATE/COUNTY-  ND/CAVALIER
 TE0263  USGS QUAD   -  NEKOMA NW (1972)
 TE0263
 TE0263                         *CURRENT SURVEY CONTROL
 TE0263  ___________________________________________________________________
 TE0263* NAD 83(1986)-  48 42 12.     (N)    098 24 19.     (W)     SCALED    
 TE0263* NAVD 88     -       493.462  (meters)    1618.97   (feet)  ADJUSTED  
 TE0263  ___________________________________________________________________
 TE0263  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0263  DYNAMIC HT  -         493.570 (meters)    1619.32  (feet)  COMP
 TE0263  MODELED GRAV-     980,814.0   (mgal)                       NAVD 88
 TE0263
 TE0263  VERT ORDER  -  SECOND    CLASS 0
 TE0263
 TE0263.The horizontal coordinates were scaled from a topographic map and have
 TE0263.an estimated accuracy of +/- 6 seconds.
 TE0263
 TE0263.The orthometric height was determined by differential leveling
 TE0263.and adjusted by the National Geodetic Survey in June 1991..
 TE0263
 TE0263.The geoid height was determined by GEOID03.
 TE0263
 TE0263.The dynamic height is computed by dividing the NAVD 88
 TE0263.geopotential number by the normal gravity value computed on the
 TE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0263.degrees latitude (g = 980.6199 gals.).
 TE0263
 TE0263.The modeled gravity was interpolated from observed gravity values.
 TE0263
 TE0263;                    North         East    Units  Estimated Accuracy
 TE0263;SPC ND N     -   191,480.      754,160.      MT  (+/- 180 meters Scaled)
 TE0263
 TE0263                          SUPERSEDED SURVEY CONTROL
 TE0263
 TE0263  NGVD 29 (??/??/92)  493.083  (m)         1617.72   (f) ADJ UNCH    2 0
 TE0263
 TE0263.Superseded values are not recommended for survey control.
 TE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0263.See file dsdata.txt to determine how the superseded data were derived.
 TE0263
 TE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU437946(NAD 83)
 TE0263_MARKER: DB = BENCH MARK DISK
 TE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0263_STAMPING: L 453 1964
 TE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0263+STABILITY: SURFACE MOTION
 TE0263
 TE0263  HISTORY     - Date     Condition        Report By
 TE0263  HISTORY     - 1964     MONUMENTED       CGS
 TE0263
 TE0263                          STATION DESCRIPTION
 TE0263
 TE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0263'6.1 MI SW FROM LANGDON.
 TE0263'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0263'LANGDON, THENCE 4.0 MILES SOUTH ALONG STATE HIGHWAY 5, THENCE 2.0
 TE0263'MILES WEST ALONG A GRAVELED ROAD, AT THE JUNCTION OF A ROAD LEADING
 TE0263'SOUTH, IN SECTION 4, R 60 W, T 160 N, 137 FEET EAST OF THE CENTER LINE
 TE0263'OF THE NORTH-SOUTH ROAD, 54 FEET NORTH OF THE CENTER LINE OF EAST-WEST
 TE0263'ROAD, 149 FEET NORTHEAST OF THE APPROXIMATE CENTER OF JUNCTION, 2.2
 TE0263'FEET WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 TE0263'EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TE0263'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1008 ***********************************************************************
 TE1008  DESIGNATION -  L 454
 TE1008  PID         -  TE1008
 TE1008  STATE/COUNTY-  ND/CAVALIER
 TE1008  USGS QUAD   -  HANNAH SE (1970)
 TE1008
 TE1008                         *CURRENT SURVEY CONTROL
 TE1008  ___________________________________________________________________
 TE1008* NAD 83(1986)-  48 45 41.     (N)    098 36 22.     (W)     SCALED    
 TE1008* NAVD 88     -       480.502  (meters)    1576.45   (feet)  ADJUSTED  
 TE1008  ___________________________________________________________________
 TE1008  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 TE1008  DYNAMIC HT  -         480.612 (meters)    1576.81  (feet)  COMP
 TE1008  MODELED GRAV-     980,824.7   (mgal)                       NAVD 88
 TE1008
 TE1008  VERT ORDER  -  SECOND    CLASS 0
 TE1008
 TE1008.The horizontal coordinates were scaled from a topographic map and have
 TE1008.an estimated accuracy of +/- 6 seconds.
 TE1008
 TE1008.The orthometric height was determined by differential leveling
 TE1008.and adjusted by the National Geodetic Survey in June 1991..
 TE1008
 TE1008.The geoid height was determined by GEOID03.
 TE1008
 TE1008.The dynamic height is computed by dividing the NAVD 88
 TE1008.geopotential number by the normal gravity value computed on the
 TE1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1008.degrees latitude (g = 980.6199 gals.).
 TE1008
 TE1008.The modeled gravity was interpolated from observed gravity values.
 TE1008
 TE1008;                    North         East    Units  Estimated Accuracy
 TE1008;SPC ND N     -   197,550.      739,230.      MT  (+/- 180 meters Scaled)
 TE1008
 TE1008                          SUPERSEDED SURVEY CONTROL
 TE1008
 TE1008  NGVD 29 (??/??/92)  480.126  (m)         1575.21   (f) ADJ UNCH    2 0
 TE1008
 TE1008.Superseded values are not recommended for survey control.
 TE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1008.See file dsdata.txt to determine how the superseded data were derived.
 TE1008
 TE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289010(NAD 83)
 TE1008_MARKER: DB = BENCH MARK DISK
 TE1008_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1008_SP_SET: 21.5 FT
 TE1008_STAMPING: L 454 1964
 TE1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1008
 TE1008  HISTORY     - Date     Condition        Report By
 TE1008  HISTORY     - 1964     MONUMENTED       CGS
 TE1008
 TE1008                          STATION DESCRIPTION
 TE1008
 TE1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1008'9.3 MI S FROM WALES.
 TE1008'ABOUT 9.3 MILES SOUTH ALONG A GRADED ROAD FROM THE SCHOOL AT WALES, IN
 TE1008'SECTION 13, R 62 W, 161 N, AT THE INTERSECTION OF STATE HIGHWAY 5, 86
 TE1008'1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 93 1/2 FEET WEST OF
 TE1008'THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A POWER LINE POLE, 64 FEET
 TE1008'SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 1 1/2 FEET EAST OF A
 TE1008'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON
 TE1008'THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 TE1008'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF
 TE1008'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 21.5 FEET TO REFUSAL.
 TE1008'NOTE-- THIS MARK MAY BE REACHED BY GOING 10.9 MILE WEST ALONG STATE
 TE1008'HIGHWAY 5 FROM THE COURTHOUSE AT LANGDON, NORTH DAKOTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0901 ***********************************************************************
 TD0901  DESIGNATION -  L 455
 TD0901  PID         -  TD0901
 TD0901  STATE/COUNTY-  ND/CAVALIER
 TD0901  USGS QUAD   -  HANKS CORNER (1964)
 TD0901
 TD0901                         *CURRENT SURVEY CONTROL
 TD0901  ___________________________________________________________________
 TD0901* NAD 83(1986)-  48 49 32.     (N)    097 59 54.     (W)     SCALED    
 TD0901* NAVD 88     -       404.749  (meters)    1327.91   (feet)  ADJUSTED  
 TD0901  ___________________________________________________________________
 TD0901  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TD0901  DYNAMIC HT  -         404.851 (meters)    1328.25  (feet)  COMP
 TD0901  MODELED GRAV-     980,849.4   (mgal)                       NAVD 88
 TD0901
 TD0901  VERT ORDER  -  SECOND    CLASS 0
 TD0901
 TD0901.The horizontal coordinates were scaled from a topographic map and have
 TD0901.an estimated accuracy of +/- 6 seconds.
 TD0901
 TD0901.The orthometric height was determined by differential leveling
 TD0901.and adjusted by the National Geodetic Survey in June 1991..
 TD0901
 TD0901.The geoid height was determined by GEOID03.
 TD0901
 TD0901.The dynamic height is computed by dividing the NAVD 88
 TD0901.geopotential number by the normal gravity value computed on the
 TD0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0901.degrees latitude (g = 980.6199 gals.).
 TD0901
 TD0901.The modeled gravity was interpolated from observed gravity values.
 TD0901
 TD0901;                    North         East    Units  Estimated Accuracy
 TD0901;SPC ND N     -   205,960.      783,660.      MT  (+/- 180 meters Scaled)
 TD0901
 TD0901                          SUPERSEDED SURVEY CONTROL
 TD0901
 TD0901  NGVD 29 (??/??/92)  404.398  (m)         1326.76   (f) ADJ UNCH    2 0
 TD0901
 TD0901.Superseded values are not recommended for survey control.
 TD0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0901.See file dsdata.txt to determine how the superseded data were derived.
 TD0901
 TD0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV735085(NAD 83)
 TD0901_MARKER: DB = BENCH MARK DISK
 TD0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0901_STAMPING: L 455 1964
 TD0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0901+STABILITY: SURFACE MOTION
 TD0901
 TD0901  HISTORY     - Date     Condition        Report By
 TD0901  HISTORY     - 1964     MONUMENTED       CGS
 TD0901
 TD0901                          STATION DESCRIPTION
 TD0901
 TD0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0901'10.3 MI SW FROM WALHALLA.
 TD0901'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE ST BONIFACE
 TD0901'SCHOOL AT WALHALLA, THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 TD0901'2.8 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD, 0.4 MILE NORTHWEST
 TD0901'OF THE CREST OF A HILL, NEAR THE JUNCTION OF A ROAD LEADING EAST TO A
 TD0901'FARM HOUSE, IN SECTION 27, R 57 W, T 162 N, 46 FEET SOUTHEAST OF
 TD0901'CENTER LINE OF GRAVEL ROAD, 47 FEET NORTHEAST OF CENTER LINE OF FARM
 TD0901'ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH GRAVEL
 TD0901'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1009 ***********************************************************************
 TE1009  DESIGNATION -  L 456
 TE1009  PID         -  TE1009
 TE1009  STATE/COUNTY-  ND/CAVALIER
 TE1009  USGS QUAD   -  HANNAH SE (1970)
 TE1009
 TE1009                         *CURRENT SURVEY CONTROL
 TE1009  ___________________________________________________________________
 TE1009* NAD 83(1986)-  48 46 32.     (N)    098 36 22.     (W)     SCALED    
 TE1009* NAVD 88     -       479.343  (meters)    1572.64   (feet)  ADJUSTED  
 TE1009  ___________________________________________________________________
 TE1009  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 TE1009  DYNAMIC HT  -         479.454 (meters)    1573.01  (feet)  COMP
 TE1009  MODELED GRAV-     980,826.9   (mgal)                       NAVD 88
 TE1009
 TE1009  VERT ORDER  -  SECOND    CLASS 0
 TE1009
 TE1009.The horizontal coordinates were scaled from a topographic map and have
 TE1009.an estimated accuracy of +/- 6 seconds.
 TE1009
 TE1009.The orthometric height was determined by differential leveling
 TE1009.and adjusted by the National Geodetic Survey in June 1991..
 TE1009
 TE1009.The geoid height was determined by GEOID03.
 TE1009
 TE1009.The dynamic height is computed by dividing the NAVD 88
 TE1009.geopotential number by the normal gravity value computed on the
 TE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1009.degrees latitude (g = 980.6199 gals.).
 TE1009
 TE1009.The modeled gravity was interpolated from observed gravity values.
 TE1009
 TE1009;                    North         East    Units  Estimated Accuracy
 TE1009;SPC ND N     -   199,130.      739,190.      MT  (+/- 180 meters Scaled)
 TE1009
 TE1009                          SUPERSEDED SURVEY CONTROL
 TE1009
 TE1009  NGVD 29 (??/??/92)  478.966  (m)         1571.41   (f) ADJ UNCH    2 0
 TE1009
 TE1009.Superseded values are not recommended for survey control.
 TE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1009.See file dsdata.txt to determine how the superseded data were derived.
 TE1009
 TE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289025(NAD 83)
 TE1009_MARKER: DB = BENCH MARK DISK
 TE1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1009_STAMPING: L 456 1964
 TE1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1009+STABILITY: SURFACE MOTION
 TE1009
 TE1009  HISTORY     - Date     Condition        Report By
 TE1009  HISTORY     - 1964     MONUMENTED       CGS
 TE1009
 TE1009                          STATION DESCRIPTION
 TE1009
 TE1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1009'8.3 MI S FROM WALES.
 TE1009'ABOUT 8.3 MILES SOUTH ALONG A GRADED ROAD FROM THE BRICK SCHOOL
 TE1009'BUILDING AT WALES, ABOUT 1.0 MILE NORTH OF THE INTERSECTION OF STATE
 TE1009'HIGHWAY 5, AT THE INTERSECTION OF AN EAST-WEST DIRT FARM ROAD, IN
 TE1009'SECTION 13, R 62 W, T 161 N, 78 1/2 FEET WEST OF THE CENTER LINE OF
 TE1009'THE NORTH-SOUTH ROAD, 32 1/2 FEET SOUTH OF THE CENTER LINE OF
 TE1009'EAST-WEST ROAD, 88 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 TE1009'INTERSECTION, 2 FEET NORTH OF A METAL WITNESS POST, 5 FEET BELOW THE
 TE1009'LEVEL OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST
 TE1009'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0446 ***********************************************************************
 RP0446  DESIGNATION -  L 46
 RP0446  PID         -  RP0446
 RP0446  STATE/COUNTY-  ND/CASS
 RP0446  USGS QUAD   -  LEONARD (1959)
 RP0446
 RP0446                         *CURRENT SURVEY CONTROL
 RP0446  ___________________________________________________________________
 RP0446* NAD 83(1986)-  46 40 33.     (N)    097 12 12.     (W)     SCALED    
 RP0446* NAVD 88     -       290.837  (meters)     954.19   (feet)  ADJUSTED  
 RP0446  ___________________________________________________________________
 RP0446  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 RP0446  DYNAMIC HT  -         290.851 (meters)     954.23  (feet)  COMP
 RP0446  MODELED GRAV-     980,656.3   (mgal)                       NAVD 88
 RP0446
 RP0446  VERT ORDER  -  SECOND    CLASS 0
 RP0446
 RP0446.The horizontal coordinates were scaled from a topographic map and have
 RP0446.an estimated accuracy of +/- 6 seconds.
 RP0446
 RP0446.The orthometric height was determined by differential leveling
 RP0446.and adjusted by the National Geodetic Survey in June 1991..
 RP0446
 RP0446.The geoid height was determined by GEOID03.
 RP0446
 RP0446.The dynamic height is computed by dividing the NAVD 88
 RP0446.geopotential number by the normal gravity value computed on the
 RP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0446.degrees latitude (g = 980.6199 gals.).
 RP0446
 RP0446.The modeled gravity was interpolated from observed gravity values.
 RP0446
 RP0446;                    North         East    Units  Estimated Accuracy
 RP0446;SPC ND S     -   117,470.      852,150.      MT  (+/- 180 meters Scaled)
 RP0446
 RP0446                          SUPERSEDED SURVEY CONTROL
 RP0446
 RP0446  NGVD 29 (??/??/92)  290.540  (m)          953.21   (f) ADJ UNCH    2 0
 RP0446
 RP0446.Superseded values are not recommended for survey control.
 RP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0446.See file dsdata.txt to determine how the superseded data were derived.
 RP0446
 RP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS374707(NAD 83)
 RP0446_MARKER: DB = BENCH MARK DISK
 RP0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0446_STAMPING: L-46 1934
 RP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0446+STABILITY: SURFACE MOTION
 RP0446
 RP0446  HISTORY     - Date     Condition        Report By
 RP0446  HISTORY     - 1934     MONUMENTED       CGS
 RP0446
 RP0446                          STATION DESCRIPTION
 RP0446
 RP0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0446'3.1 MI NE FROM LEONARD.
 RP0446'ABOUT 3.1 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0446'STATION AT LEONARD, CASS COUNTY, ACROSS THE TRACK FROM MILEPOST 25,
 RP0446'ABOUT MIDWAY BETWEEN TWO POLES, 49 FEET SOUTHEAST OF THE CENTER LINE
 RP0446'OF THE TRACK, 2 FEET WEST OF A FENCE POST, 1 FOOT FROM A FENCE, AND
 RP0446'ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED L 46 1934
 RP0446'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1538 ***********************************************************************
 TG1538  DESIGNATION -  L 462
 TG1538  PID         -  TG1538
 TG1538  STATE/COUNTY-  ND/WILLIAMS
 TG1538  USGS QUAD   -  TRENTON NE (1974)
 TG1538
 TG1538                         *CURRENT SURVEY CONTROL
 TG1538  ___________________________________________________________________
 TG1538* NAD 83(1986)-  48 08 23.     (N)    103 46 36.     (W)     SCALED    
 TG1538* NAVD 88     -       645.412  (meters)    2117.49   (feet)  ADJUSTED  
 TG1538  ___________________________________________________________________
 TG1538  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1538  DYNAMIC HT  -         645.489 (meters)    2117.74  (feet)  COMP
 TG1538  MODELED GRAV-     980,709.7   (mgal)                       NAVD 88
 TG1538
 TG1538  VERT ORDER  -  FIRST     CLASS II
 TG1538
 TG1538.The horizontal coordinates were scaled from a topographic map and have
 TG1538.an estimated accuracy of +/- 6 seconds.
 TG1538
 TG1538.The orthometric height was determined by differential leveling
 TG1538.and adjusted by the National Geodetic Survey in June 1991..
 TG1538
 TG1538.The geoid height was determined by GEOID03.
 TG1538
 TG1538.The dynamic height is computed by dividing the NAVD 88
 TG1538.geopotential number by the normal gravity value computed on the
 TG1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1538.degrees latitude (g = 980.6199 gals.).
 TG1538
 TG1538.The modeled gravity was interpolated from observed gravity values.
 TG1538
 TG1538;                    North         East    Units  Estimated Accuracy
 TG1538;SPC ND N     -   131,900.      356,230.      MT  (+/- 180 meters Scaled)
 TG1538
 TG1538                          SUPERSEDED SURVEY CONTROL
 TG1538
 TG1538.No superseded survey control is available for this station.
 TG1538
 TG1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP910325(NAD 83)
 TG1538_MARKER: I = METAL ROD
 TG1538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1538_SP_SET: STAINLESS STEEL ROD
 TG1538_STAMPING: L 462 1981
 TG1538_MARK LOGO: NGS   
 TG1538_PROJECTION: FLUSH
 TG1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1538_ROD/PIPE-DEPTH: 11.0 meters
 TG1538
 TG1538  HISTORY     - Date     Condition        Report By
 TG1538  HISTORY     - 1981     MONUMENTED       NGS
 TG1538  HISTORY     - 19850612 GOOD             NGS
 TG1538
 TG1538                          STATION DESCRIPTION
 TG1538
 TG1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1538'3.9 KM (2.4 MI) WEST FROM WILLISTON.
 TG1538'3.9 KM (2.4 MI) WESTERLY ALONG U. S. HIGHWAY 2 FROM ITS JUNCTION WITH
 TG1538'U.S. HIGHWAY 85 IN WILLISTON, 35.4 METERS (116.0 FT) SOUTH OF THE
 TG1538'CENTERLINE OF THE HIGHWAY, 27.7 METERS (91.0 FT) EAST OF THE CENTER OF
 TG1538'A PAVED ROAD LEADING SOUTH TO THE TRENTON LAKE RECREATION AREA AND THE
 TG1538'FORT BUFORD NATIONAL HISTORIC SITE AND 1.0 METER (3.2 FT) EAST OF A
 TG1538'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TG1538'CAP.
 TG1538'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 TG1538'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TG1538
 TG1538                          STATION RECOVERY (1985)
 TG1538
 TG1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TG1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2091 ***********************************************************************
 TG2091  DESIGNATION -  L 462 RESET
 TG2091  PID         -  TG2091
 TG2091  STATE/COUNTY-  ND/WILLIAMS
 TG2091  USGS QUAD   -  TRENTON NE (1974)
 TG2091
 TG2091                         *CURRENT SURVEY CONTROL
 TG2091  ___________________________________________________________________
 TG2091* NAD 83(1986)-  48 08 23.     (N)    103 46 36.     (W)     SCALED    
 TG2091* NAVD 88     -       644.45   (meters)    2114.3    (feet)  RESET     
 TG2091  ___________________________________________________________________
 TG2091  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG2091
 TG2091  VERT ORDER  -  THIRD
 TG2091
 TG2091.The horizontal coordinates were scaled from a topographic map and have
 TG2091.an estimated accuracy of +/- 6 seconds.
 TG2091
 TG2091.The orthometric height was computed from unverified reset data.
 TG2091.No vertical observational check was made to the station.
 TG2091
 TG2091.The geoid height was determined by GEOID03.
 TG2091
 TG2091;                    North         East    Units  Estimated Accuracy
 TG2091;SPC ND N     -   131,900.      356,230.      MT  (+/- 180 meters Scaled)
 TG2091
 TG2091                          SUPERSEDED SURVEY CONTROL
 TG2091
 TG2091.No superseded survey control is available for this station.
 TG2091
 TG2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP910325(NAD 83)
 TG2091_MARKER: DV = VERTICAL CONTROL DISK
 TG2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2091_SP_SET: CONCRETE POST
 TG2091_STAMPING: L 462 1985
 TG2091_MARK LOGO: NGS   
 TG2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2091+STABILITY: SURFACE MOTION
 TG2091
 TG2091  HISTORY     - Date     Condition        Report By
 TG2091  HISTORY     - 1985     MONUMENTED       NGS
 TG2091
 TG2091                          STATION DESCRIPTION
 TG2091
 TG2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TG2091'2.4 MILES (3.9 KM) WESTERLY ALONG US HIGHWAY 2 FROM ITS JUNCTION WITH
 TG2091'US HIGHWAY 85 IN WILLISTON, 31 M (101.7 FT) NORTH OF CENTERLINE OF
 TG2091'HIGHWAY 2, 30.5 M (100.1 FT) WEST OF CROSS ROAD, 0.6 M (2.0 FT) WEST
 TG2091'OF RIGHT-OF-WAY POST, 0.4 M (1.3 FT) EAST OF WITNESS POST, PROJECTING
 TG2091'2 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0647 ***********************************************************************
 SO0647  DESIGNATION -  L 463
 SO0647  PID         -  SO0647
 SO0647  STATE/COUNTY-  ND/MCKENZIE
 SO0647  USGS QUAD   -  CARTWRIGHT (1972)
 SO0647
 SO0647                         *CURRENT SURVEY CONTROL
 SO0647  ___________________________________________________________________
 SO0647* NAD 83(1986)-  47 51 46.     (N)    103 58 14.     (W)     SCALED    
 SO0647* NAVD 88     -       589.533  (meters)    1934.16   (feet)  ADJUSTED  
 SO0647  ___________________________________________________________________
 SO0647  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0647  DYNAMIC HT  -         589.587 (meters)    1934.34  (feet)  COMP
 SO0647  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 SO0647
 SO0647  VERT ORDER  -  FIRST     CLASS II
 SO0647
 SO0647.The horizontal coordinates were scaled from a topographic map and have
 SO0647.an estimated accuracy of +/- 6 seconds.
 SO0647
 SO0647.The orthometric height was determined by differential leveling
 SO0647.and adjusted by the National Geodetic Survey in June 1991..
 SO0647
 SO0647.The geoid height was determined by GEOID03.
 SO0647
 SO0647.The dynamic height is computed by dividing the NAVD 88
 SO0647.geopotential number by the normal gravity value computed on the
 SO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0647.degrees latitude (g = 980.6199 gals.).
 SO0647
 SO0647.The modeled gravity was interpolated from observed gravity values.
 SO0647
 SO0647;                    North         East    Units  Estimated Accuracy
 SO0647;SPC ND N     -   101,780.      340,430.      MT  (+/- 180 meters Scaled)
 SO0647
 SO0647                          SUPERSEDED SURVEY CONTROL
 SO0647
 SO0647.No superseded survey control is available for this station.
 SO0647
 SO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP769015(NAD 83)
 SO0647_MARKER: DB = BENCH MARK DISK
 SO0647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SO0647_SP_SET: ABUTMENT
 SO0647_STAMPING: L 463 1981
 SO0647_MARK LOGO: NGS   
 SO0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SO0647+STABILITY: POSITION/ELEVATION WELL
 SO0647
 SO0647  HISTORY     - Date     Condition        Report By
 SO0647  HISTORY     - 1981     MONUMENTED       NGS
 SO0647
 SO0647                          STATION DESCRIPTION
 SO0647
 SO0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0647'6.6 KM (4.1 MI) EAST FROM FAIRVIEW.
 SO0647'6.6 KM (4.1 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SO0647'IN FAIRVIEW, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE
 SO0647'HIGHWAY BRIDGE OVER THE YELLOWSTONE RIVER AND 3.7 METERS (12.0 FT)
 SO0647'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 SO0647'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1620 ***********************************************************************
 TG1620  DESIGNATION -  L 464
 TG1620  PID         -  TG1620
 TG1620  STATE/COUNTY-  ND/MOUNTRAIL
 TG1620  USGS QUAD   -  TIOGA SE (1979)
 TG1620
 TG1620                         *CURRENT SURVEY CONTROL
 TG1620  ___________________________________________________________________
 TG1620* NAD 83(1986)-  48 20 32.     (N)    102 48 27.     (W)     SCALED    
 TG1620* NAVD 88     -       736.892  (meters)    2417.62   (feet)  ADJUSTED  
 TG1620  ___________________________________________________________________
 TG1620  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1620  DYNAMIC HT  -         737.009 (meters)    2418.00  (feet)  COMP
 TG1620  MODELED GRAV-     980,743.8   (mgal)                       NAVD 88
 TG1620
 TG1620  VERT ORDER  -  FIRST     CLASS II
 TG1620
 TG1620.The horizontal coordinates were scaled from a topographic map and have
 TG1620.an estimated accuracy of +/- 6 seconds.
 TG1620
 TG1620.The orthometric height was determined by differential leveling
 TG1620.and adjusted by the National Geodetic Survey in June 1991..
 TG1620
 TG1620.The geoid height was determined by GEOID03.
 TG1620
 TG1620.The dynamic height is computed by dividing the NAVD 88
 TG1620.geopotential number by the normal gravity value computed on the
 TG1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1620.degrees latitude (g = 980.6199 gals.).
 TG1620
 TG1620.The modeled gravity was interpolated from observed gravity values.
 TG1620
 TG1620;                    North         East    Units  Estimated Accuracy
 TG1620;SPC ND N     -   151,790.      428,980.      MT  (+/- 180 meters Scaled)
 TG1620
 TG1620                          SUPERSEDED SURVEY CONTROL
 TG1620
 TG1620.No superseded survey control is available for this station.
 TG1620
 TG1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP624566(NAD 83)
 TG1620_MARKER: I = METAL ROD
 TG1620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TG1620_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TG1620_STAMPING: L 464 1981
 TG1620_MARK LOGO: NGS   
 TG1620_PROJECTION: FLUSH
 TG1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TG1620+STABILITY: POSITION/ELEVATION WELL
 TG1620_ROD/PIPE-DEPTH: 15.8 meters
 TG1620_SLEEVE-DEPTH  : 12.2 meters
 TG1620
 TG1620  HISTORY     - Date     Condition        Report By
 TG1620  HISTORY     - 1981     MONUMENTED       NGS
 TG1620
 TG1620                          STATION DESCRIPTION
 TG1620
 TG1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1620'20.7 KM (12.85 MI) WEST FROM ROSS.
 TG1620'20.7 KM (12.85 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1620'NORTHERN RAILROAD STATION IN ROSS, 36.0 METERS (118.1 FT)
 TG1620'NORTH-NORTHWEST OF THE CENTER OF A CROSSROAD, 30.8 METERS (101.0 FT)
 TG1620'NORTH OF THE CENTERLINE OF THE ROAD, 17.1 METERS (56.1 FT) WEST OF THE
 TG1620'CENTER OF A GRAVELED ROAD LEADING NORTH AND 1.4 METERS (4.6 FT) WEST
 TG1620'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 TG1620'LOGO CAP.
 TG1620'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 TG1620'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1623 ***********************************************************************
 TG1623  DESIGNATION -  L 465
 TG1623  PID         -  TG1623
 TG1623  STATE/COUNTY-  ND/MOUNTRAIL
 TG1623  USGS QUAD   -  TIOGA SE (1979)
 TG1623
 TG1623                         *CURRENT SURVEY CONTROL
 TG1623  ___________________________________________________________________
 TG1623* NAD 83(1986)-  48 19 47.     (N)    102 45 28.     (W)     SCALED    
 TG1623* NAVD 88     -       641.219  (meters)    2103.73   (feet)  ADJUSTED  
 TG1623  ___________________________________________________________________
 TG1623  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1623  DYNAMIC HT  -         641.321 (meters)    2104.07  (feet)  COMP
 TG1623  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 TG1623
 TG1623  VERT ORDER  -  FIRST     CLASS II
 TG1623
 TG1623.The horizontal coordinates were scaled from a topographic map and have
 TG1623.an estimated accuracy of +/- 6 seconds.
 TG1623
 TG1623.The orthometric height was determined by differential leveling
 TG1623.and adjusted by the National Geodetic Survey in June 1991..
 TG1623
 TG1623.The geoid height was determined by GEOID03.
 TG1623
 TG1623.The dynamic height is computed by dividing the NAVD 88
 TG1623.geopotential number by the normal gravity value computed on the
 TG1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1623.degrees latitude (g = 980.6199 gals.).
 TG1623
 TG1623.The modeled gravity was interpolated from observed gravity values.
 TG1623
 TG1623;                    North         East    Units  Estimated Accuracy
 TG1623;SPC ND N     -   150,300.      432,620.      MT  (+/- 180 meters Scaled)
 TG1623
 TG1623                          SUPERSEDED SURVEY CONTROL
 TG1623
 TG1623.No superseded survey control is available for this station.
 TG1623
 TG1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP661553(NAD 83)
 TG1623_MARKER: I = METAL ROD
 TG1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1623_SP_SET: STAINLESS STEEL ROD
 TG1623_STAMPING: L 465 1982
 TG1623_MARK LOGO: NGS   
 TG1623_PROJECTION: FLUSH
 TG1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1623_ROD/PIPE-DEPTH: 12.2 meters
 TG1623
 TG1623  HISTORY     - Date     Condition        Report By
 TG1623  HISTORY     - 1982     MONUMENTED       NGS
 TG1623
 TG1623                          STATION DESCRIPTION
 TG1623
 TG1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1623'16.5 KM (10.25 MI) WEST FROM ROSS.
 TG1623'16.5 KM (10.25 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1623'NORTHERN RAILROAD STATION IN ROSS, 33.8 METERS (110.9 FT) SOUTH OF THE
 TG1623'CENTERLINE OF THE ROAD AND 5.2 METERS (17.1 FT) EAST OF A FENCE
 TG1623'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1623'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 TG1623'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1583 ***********************************************************************
 TG1583  DESIGNATION -  L 466
 TG1583  PID         -  TG1583
 TG1583  STATE/COUNTY-  ND/WILLIAMS
 TG1583  USGS QUAD   -  EPPING (1978)
 TG1583
 TG1583                         *CURRENT SURVEY CONTROL
 TG1583  ___________________________________________________________________
 TG1583* NAD 83(1986)-  48 17 56.     (N)    103 15 35.     (W)     SCALED    
 TG1583* NAVD 88     -       735.785  (meters)    2413.99   (feet)  ADJUSTED  
 TG1583  ___________________________________________________________________
 TG1583  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1583  DYNAMIC HT  -         735.886 (meters)    2414.32  (feet)  COMP
 TG1583  MODELED GRAV-     980,723.2   (mgal)                       NAVD 88
 TG1583
 TG1583  VERT ORDER  -  FIRST     CLASS II
 TG1583
 TG1583.The horizontal coordinates were scaled from a topographic map and have
 TG1583.an estimated accuracy of +/- 6 seconds.
 TG1583
 TG1583.The orthometric height was determined by differential leveling
 TG1583.and adjusted by the National Geodetic Survey in June 1991..
 TG1583
 TG1583.The geoid height was determined by GEOID03.
 TG1583
 TG1583.The dynamic height is computed by dividing the NAVD 88
 TG1583.geopotential number by the normal gravity value computed on the
 TG1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1583.degrees latitude (g = 980.6199 gals.).
 TG1583
 TG1583.The modeled gravity was interpolated from observed gravity values.
 TG1583
 TG1583;                    North         East    Units  Estimated Accuracy
 TG1583;SPC ND N     -   148,080.      395,300.      MT  (+/- 180 meters Scaled)
 TG1583
 TG1583                          SUPERSEDED SURVEY CONTROL
 TG1583
 TG1583.No superseded survey control is available for this station.
 TG1583
 TG1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP290509(NAD 83)
 TG1583_MARKER: I = METAL ROD
 TG1583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1583_SP_SET: STAINLESS STEEL ROD
 TG1583_STAMPING: L 466 1982
 TG1583_MARK LOGO: NGS   
 TG1583_PROJECTION: FLUSH
 TG1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1583_ROD/PIPE-DEPTH: 5.8  meters
 TG1583
 TG1583  HISTORY     - Date     Condition        Report By
 TG1583  HISTORY     - 1982     MONUMENTED       NGS
 TG1583
 TG1583                          STATION DESCRIPTION
 TG1583
 TG1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1583'9.1 KM (5.6 MI) NE FROM EPPING.
 TG1583'0.1 KM (0.05 MI) EASTERLY ALONG A DIRT ROAD FROM THE POST OFFICE IN
 TG1583'EPPING, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG COUNTY ROAD 42, THENCE
 TG1583'2.2 KM (1.35 MI) EASTERLY ALONG COUNTY ROAD 8, THENCE 6.3 KM (3.9 MI)
 TG1583'NORTHERLY ALONG OLD U. S. HIGHWAY 2, 12.0 METERS (39.4 FT) SOUTH OF
 TG1583'THE CENTERLINE OF THE HIGHWAY AND 6.5 METERS (21.3 FT) EAST OF THE
 TG1583'EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTH.  NOTE=ACCESS TO THE
 TG1583'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1583'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TG1583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1557 ***********************************************************************
 TG1557  DESIGNATION -  L 467
 TG1557  PID         -  TG1557
 TG1557  STATE/COUNTY-  ND/WILLIAMS
 TG1557  USGS QUAD   -  WILLISTON WEST (1976)
 TG1557
 TG1557                         *CURRENT SURVEY CONTROL
 TG1557  ___________________________________________________________________
 TG1557* NAD 83(1986)-  48 08 42.     (N)    103 37 53.     (W)     SCALED    
 TG1557* NAVD 88     -       569.645  (meters)    1868.91   (feet)  ADJUSTED  
 TG1557  ___________________________________________________________________
 TG1557  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1557  DYNAMIC HT  -         569.713 (meters)    1869.13  (feet)  COMP
 TG1557  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 TG1557
 TG1557  VERT ORDER  -  FIRST     CLASS II
 TG1557
 TG1557.The horizontal coordinates were scaled from a topographic map and have
 TG1557.an estimated accuracy of +/- 6 seconds.
 TG1557
 TG1557.The orthometric height was determined by differential leveling
 TG1557.and adjusted by the National Geodetic Survey in June 1991..
 TG1557
 TG1557.The geoid height was determined by GEOID03.
 TG1557
 TG1557.The dynamic height is computed by dividing the NAVD 88
 TG1557.geopotential number by the normal gravity value computed on the
 TG1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1557.degrees latitude (g = 980.6199 gals.).
 TG1557
 TG1557.The modeled gravity was interpolated from observed gravity values.
 TG1557
 TG1557;                    North         East    Units  Estimated Accuracy
 TG1557;SPC ND N     -   132,040.      367,050.      MT  (+/- 180 meters Scaled)
 TG1557
 TG1557                          SUPERSEDED SURVEY CONTROL
 TG1557
 TG1557.No superseded survey control is available for this station.
 TG1557
 TG1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP018333(NAD 83)
 TG1557_MARKER: I = METAL ROD
 TG1557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1557_SP_SET: STAINLESS STEEL ROD
 TG1557_STAMPING: L 467 1982
 TG1557_MARK LOGO: NGS   
 TG1557_PROJECTION: FLUSH
 TG1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1557_ROD/PIPE-DEPTH: 9.8  meters
 TG1557
 TG1557  HISTORY     - Date     Condition        Report By
 TG1557  HISTORY     - 1982     MONUMENTED       NGS
 TG1557
 TG1557                          STATION DESCRIPTION
 TG1557
 TG1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1557'IN WILLISTON.
 TG1557'IN WILLISTON, AT THE INTERSECTION OF 2ND STREET WEST AND 6TH AVENUE
 TG1557'WEST (BUSINESS HIGHWAYS 2 AND 85), 10.4 METERS (34.1 FT) EAST OF THE
 TG1557'CENTER OF THE AVENUE, 9.5 METERS (31.2 FT) SOUTH OF THE CENTERLINE OF
 TG1557'THE STREET, 1.2 METERS (3.9 FT) SOUTH OF A ROAD SIGN (2ND ST W AND 6TH
 TG1557'AVE W) AND 1.0 METER (3.3 FT) NORTH OF A SIGN (SWEETHEART BREAD).
 TG1557'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1557'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1446 ***********************************************************************
 SN1446  DESIGNATION -  L 468
 SN1446  PID         -  SN1446
 SN1446  STATE/COUNTY-  ND/MCLEAN
 SN1446  USGS QUAD   -  WASHBURN (1980)
 SN1446
 SN1446                         *CURRENT SURVEY CONTROL
 SN1446  ___________________________________________________________________
 SN1446* NAD 83(1986)-  47 17 35.     (N)    101 02 21.     (W)     SCALED    
 SN1446* NAVD 88     -       534.360  (meters)    1753.15   (feet)  ADJUSTED  
 SN1446  ___________________________________________________________________
 SN1446  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SN1446  DYNAMIC HT  -         534.400 (meters)    1753.28  (feet)  COMP
 SN1446  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN1446
 SN1446  VERT ORDER  -  FIRST     CLASS II
 SN1446
 SN1446.The horizontal coordinates were scaled from a topographic map and have
 SN1446.an estimated accuracy of +/- 6 seconds.
 SN1446
 SN1446.The orthometric height was determined by differential leveling
 SN1446.and adjusted by the National Geodetic Survey in June 1991..
 SN1446
 SN1446.The geoid height was determined by GEOID03.
 SN1446
 SN1446.The dynamic height is computed by dividing the NAVD 88
 SN1446.geopotential number by the normal gravity value computed on the
 SN1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1446.degrees latitude (g = 980.6199 gals.).
 SN1446
 SN1446.The modeled gravity was interpolated from observed gravity values.
 SN1446
 SN1446;                    North         East    Units  Estimated Accuracy
 SN1446;SPC ND N     -    32,730.      559,220.      MT  (+/- 180 meters Scaled)
 SN1446
 SN1446                          SUPERSEDED SURVEY CONTROL
 SN1446
 SN1446.No superseded survey control is available for this station.
 SN1446
 SN1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT458397(NAD 83)
 SN1446_MARKER: DB = BENCH MARK DISK
 SN1446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SN1446_SP_SET: PIER
 SN1446_STAMPING: L 468 1982
 SN1446_MARK LOGO: NGS   
 SN1446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1446+STABILITY: POSITION/ELEVATION WELL
 SN1446
 SN1446  HISTORY     - Date     Condition        Report By
 SN1446  HISTORY     - 1982     MONUMENTED       NGS
 SN1446
 SN1446                          STATION DESCRIPTION
 SN1446
 SN1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1446'IN WASHBURN.
 SN1446'IN WASHBURN, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST
 SN1446'NORTHWESTERLY 1 OF 5 PIERS OF THE STATE HIGHWAY ALTERNATE 200 OVERPASS
 SN1446'OF THE SOO LINE RAILROAD, 17.1 METERS (56.1 FT) NORTHEAST OF THE
 SN1446'CENTER OF A GRAVELED ROAD AND 3.2 METERS (10.5 FT) NORTHEAST OF THE
 SN1446'NEAR RAIL.
 SN1446'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1160 ***********************************************************************
 SL1160  DESIGNATION -  L 469
 SL1160  PID         -  SL1160
 SL1160  STATE/COUNTY-  ND/GRAND FORKS
 SL1160  USGS QUAD   -  LARIMORE EAST (1963)
 SL1160
 SL1160                         *CURRENT SURVEY CONTROL
 SL1160  ___________________________________________________________________
 SL1160* NAD 83(1986)-  47 56 02.     (N)    097 37 25.     (W)     SCALED    
 SL1160* NAVD 88     -       346.080  (meters)    1135.43   (feet)  ADJUSTED  
 SL1160  ___________________________________________________________________
 SL1160  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 SL1160  DYNAMIC HT  -         346.139 (meters)    1135.62  (feet)  COMP
 SL1160  MODELED GRAV-     980,771.6   (mgal)                       NAVD 88
 SL1160
 SL1160  VERT ORDER  -  FIRST     CLASS II
 SL1160
 SL1160.The horizontal coordinates were scaled from a topographic map and have
 SL1160.an estimated accuracy of +/- 6 seconds.
 SL1160
 SL1160.The orthometric height was determined by differential leveling
 SL1160.and adjusted by the National Geodetic Survey in June 1991..
 SL1160
 SL1160.The geoid height was determined by GEOID03.
 SL1160
 SL1160.The dynamic height is computed by dividing the NAVD 88
 SL1160.geopotential number by the normal gravity value computed on the
 SL1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1160.degrees latitude (g = 980.6199 gals.).
 SL1160
 SL1160.The modeled gravity was interpolated from observed gravity values.
 SL1160
 SL1160;                    North         East    Units  Estimated Accuracy
 SL1160;SPC ND N     -   107,840.      814,860.      MT  (+/- 180 meters Scaled)
 SL1160
 SL1160                          SUPERSEDED SURVEY CONTROL
 SL1160
 SL1160.No superseded survey control is available for this station.
 SL1160
 SL1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU028098(NAD 83)
 SL1160_MARKER: I = METAL ROD
 SL1160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SL1160_SP_SET: STAINLESS STEEL ROD
 SL1160_STAMPING: L 469 1981
 SL1160_MARK LOGO: NGS   
 SL1160_PROJECTION: FLUSH
 SL1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1160+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 SL1160_ROD/PIPE-DEPTH: 13.4 meters
 SL1160
 SL1160  HISTORY     - Date     Condition        Report By
 SL1160  HISTORY     - 1981     MONUMENTED       NGS
 SL1160  HISTORY     - 20001011 GOOD             AFFSA
 SL1160  HISTORY     - 20060130 GOOD             CPSLTD
 SL1160
 SL1160                          STATION DESCRIPTION
 SL1160
 SL1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SL1160'3.3 KM (2.05 MI) NORTH FROM LARIMORE.
 SL1160'3.3 KM (2.05 MI) NORTH ALONG STATE HIGHWY 18 FROM THE JUNCTION OF
 SL1160'COUNTY ROAD 4 EAST IN LARIMORE, AT THE BELLEVUE CEMETERY ENTRANCE
 SL1160'LEADING EAST, 29.4 METERS (96.5 FT) EAST OF THE CENTERLINE OF HIGHWAY
 SL1160'18, 4.0 METERS (13.5 FT) NORTH OF THE CENTER OF THE ENTRANCE GATE,
 SL1160'14.4 METERS (47.5 FT) SOUTH OF THE NORTHWEST CORNER OF THE CEMETARY,
 SL1160'1.5 METERS (5.0 FT) NORTH OF THE NORTH 1 OF 2 CINDER BLOCK PILLARS
 SL1160'SUPPORTING THE BELLEVUE CEMETARY SIGN, 0.3 METER (1.0 FT) WEST OF THE
 SL1160'CEMETARY FENCE.
 SL1160'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 SL1160'THE MARK IS 1.2 M ABOVE HIGHWAY 18.
 SL1160
 SL1160                          STATION RECOVERY (2000)
 SL1160
 SL1160'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL1160'THIS STATION WOULD NOT BE SUITABLE FOR GPS, IT IS UNDER A TREELINE.
 SL1160
 SL1160                          STATION RECOVERY (2006)
 SL1160
 SL1160'RECOVERY NOTE BY CPS LTD 2006 (RSL)
 SL1160'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0222 ***********************************************************************
 SL0222  DESIGNATION -  L 47
 SL0222  PID         -  SL0222
 SL0222  STATE/COUNTY-  ND/CASS
 SL0222  USGS QUAD   -  ARGUSVILLE (1976)
 SL0222
 SL0222                         *CURRENT SURVEY CONTROL
 SL0222  ___________________________________________________________________
 SL0222* NAD 83(1986)-  47 03 05.     (N)    096 55 56.     (W)     SCALED    
 SL0222* NAVD 88     -       269.513  (meters)     884.23   (feet)  ADJUSTED  
 SL0222  ___________________________________________________________________
 SL0222  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL0222  DYNAMIC HT  -         269.550 (meters)     884.35  (feet)  COMP
 SL0222  MODELED GRAV-     980,743.1   (mgal)                       NAVD 88
 SL0222
 SL0222  VERT ORDER  -  SECOND    CLASS 0
 SL0222
 SL0222.The horizontal coordinates were scaled from a topographic map and have
 SL0222.an estimated accuracy of +/- 6 seconds.
 SL0222
 SL0222.The orthometric height was determined by differential leveling
 SL0222.and adjusted by the National Geodetic Survey in June 1991..
 SL0222
 SL0222.The geoid height was determined by GEOID03.
 SL0222
 SL0222.The dynamic height is computed by dividing the NAVD 88
 SL0222.geopotential number by the normal gravity value computed on the
 SL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0222.degrees latitude (g = 980.6199 gals.).
 SL0222
 SL0222.The modeled gravity was interpolated from observed gravity values.
 SL0222
 SL0222;                    North         East    Units  Estimated Accuracy
 SL0222;SPC ND S     -   160,080.      870,980.      MT  (+/- 180 meters Scaled)
 SL0222
 SL0222                          SUPERSEDED SURVEY CONTROL
 SL0222
 SL0222  NGVD 29 (??/??/92)  269.211  (m)          883.24   (f) ADJ UNCH    2 0
 SL0222
 SL0222.Superseded values are not recommended for survey control.
 SL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0222.See file dsdata.txt to determine how the superseded data were derived.
 SL0222
 SL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT570129(NAD 83)
 SL0222_MARKER: DB = BENCH MARK DISK
 SL0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0222_STAMPING: L 47 1934
 SL0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0222+STABILITY: SURFACE MOTION
 SL0222
 SL0222  HISTORY     - Date     Condition        Report By
 SL0222  HISTORY     - 1934     MONUMENTED       CGS
 SL0222  HISTORY     - 1963     POOR             NGS
 SL0222
 SL0222                          STATION DESCRIPTION
 SL0222
 SL0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0222'IN ARGUSVILLE.
 SL0222'AT ARGUSVILLE, CASS COUNTY, 10 FEET NORTH OF THE THIRD POLE SOUTHEAST
 SL0222'OF THE GREAT NORTHERN RAILWAY STATION, 17 POLES NORTHWEST OF MILEPOST
 SL0222'37, ACROSS THE TRACK FROM FARMERS ELEVATOR 1, 60 FEET SOUTHWEST OF THE
 SL0222'CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD
 SL0222'DISK, STAMPED L 47 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SL0222'MARK PROBABLY HIT BY HEAVY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1895 ***********************************************************************
 TF1895  DESIGNATION -  L 472
 TF1895  PID         -  TF1895
 TF1895  STATE/COUNTY-  ND/WARD
 TF1895  USGS QUAD   -  SURREY (1981)
 TF1895
 TF1895                         *CURRENT SURVEY CONTROL
 TF1895  ___________________________________________________________________
 TF1895* NAD 83(1986)-  48 13 43.     (N)    101 12 35.     (W)     SCALED    
 TF1895* NAVD 88     -       495.320  (meters)    1625.06   (feet)  ADJUSTED  
 TF1895  ___________________________________________________________________
 TF1895  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 TF1895  DYNAMIC HT  -         495.404 (meters)    1625.34  (feet)  COMP
 TF1895  MODELED GRAV-     980,765.6   (mgal)                       NAVD 88
 TF1895
 TF1895  VERT ORDER  -  FIRST     CLASS II
 TF1895
 TF1895.The horizontal coordinates were scaled from a topographic map and have
 TF1895.an estimated accuracy of +/- 6 seconds.
 TF1895
 TF1895.The orthometric height was determined by differential leveling
 TF1895.and adjusted by the National Geodetic Survey in June 1991..
 TF1895
 TF1895.The geoid height was determined by GEOID03.
 TF1895
 TF1895.The dynamic height is computed by dividing the NAVD 88
 TF1895.geopotential number by the normal gravity value computed on the
 TF1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1895.degrees latitude (g = 980.6199 gals.).
 TF1895
 TF1895.The modeled gravity was interpolated from observed gravity values.
 TF1895
 TF1895;                    North         East    Units  Estimated Accuracy
 TF1895;SPC ND N     -   136,840.      547,280.      MT  (+/- 180 meters Scaled)
 TF1895
 TF1895                          SUPERSEDED SURVEY CONTROL
 TF1895
 TF1895.No superseded survey control is available for this station.
 TF1895
 TF1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU358440(NAD 83)
 TF1895_MARKER: I = METAL ROD
 TF1895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1895_SP_SET: STAINLESS STEEL ROD
 TF1895_STAMPING: L 472 1982
 TF1895_MARK LOGO: NGS   
 TF1895_PROJECTION: FLUSH
 TF1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1895_ROD/PIPE-DEPTH: 8.5  meters
 TF1895
 TF1895  HISTORY     - Date     Condition        Report By
 TF1895  HISTORY     - 1982     MONUMENTED       NGS
 TF1895
 TF1895                          STATION DESCRIPTION
 TF1895
 TF1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1895'0.55 KM (0.35 MI) EAST FROM MINOT.
 TF1895'0.55 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 TF1895'HIGHWAY 2 BUSINESS AT THE EAST EDGE OF MINOT, AT A CROSSROAD,
 TF1895'19.8 METERS (65.0 FT) SOUTH OF THE CENTERLINE OF THE TWO EASTBOUND
 TF1895'LANES OF THE HIGHWAY, 7.1 METERS (23.5 FT) SOUTH OF THE CENTERLINE OF
 TF1895'A SERVICE ROAD, 12.1 METERS (40.0 FT) WEST OF THE CENTER OF A
 TF1895'NORTH-SOUTH ROAD, 22.5 METERS (74.0 FT) NORTH NORTHEAST OF THE
 TF1895'NORTHEAST CORNER OF THE ELS BERRY MOTEL AND 0.9 METER (3.0 FT) WEST OF
 TF1895'A POWER POLE WITH LINES CROSSING THE HIGHWAY.
 TF1895'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1895'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0446 ***********************************************************************
 RQ0446  DESIGNATION -  L 473
 RQ0446  PID         -  RQ0446
 RQ0446  STATE/COUNTY-  ND/STUTSMAN
 RQ0446  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0446
 RQ0446                         *CURRENT SURVEY CONTROL
 RQ0446  ___________________________________________________________________
 RQ0446* NAD 83(1986)-  46 53 33.     (N)    098 56 50.     (W)     SCALED    
 RQ0446* NAVD 88     -       498.237  (meters)    1634.63   (feet)  ADJUSTED  
 RQ0446  ___________________________________________________________________
 RQ0446  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 RQ0446  DYNAMIC HT  -         498.253 (meters)    1634.69  (feet)  COMP
 RQ0446  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RQ0446
 RQ0446  VERT ORDER  -  FIRST     CLASS II
 RQ0446
 RQ0446.The horizontal coordinates were scaled from a topographic map and have
 RQ0446.an estimated accuracy of +/- 6 seconds.
 RQ0446
 RQ0446.The orthometric height was determined by differential leveling
 RQ0446.and adjusted by the National Geodetic Survey in June 1991..
 RQ0446
 RQ0446.The geoid height was determined by GEOID03.
 RQ0446
 RQ0446.The dynamic height is computed by dividing the NAVD 88
 RQ0446.geopotential number by the normal gravity value computed on the
 RQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0446.degrees latitude (g = 980.6199 gals.).
 RQ0446
 RQ0446.The modeled gravity was interpolated from observed gravity values.
 RQ0446
 RQ0446;                    North         East    Units  Estimated Accuracy
 RQ0446;SPC ND S     -   137,430.      718,320.      MT  (+/- 180 meters Scaled)
 RQ0446
 RQ0446                          SUPERSEDED SURVEY CONTROL
 RQ0446
 RQ0446.No superseded survey control is available for this station.
 RQ0446
 RQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS040932(NAD 83)
 RQ0446_MARKER: I = METAL ROD
 RQ0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0446_SP_SET: STAINLESS STEEL ROD
 RQ0446_STAMPING: L 473 1982
 RQ0446_MARK LOGO: NGS   
 RQ0446_PROJECTION: FLUSH
 RQ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0446_ROD/PIPE-DEPTH: 7.3  meters
 RQ0446
 RQ0446  HISTORY     - Date     Condition        Report By
 RQ0446  HISTORY     - 1982     MONUMENTED       NGS
 RQ0446
 RQ0446                          STATION DESCRIPTION
 RQ0446
 RQ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0446'13.0 KM (8.0 MI) EAST FROM CLEVELAND.
 RQ0446'12.95 KM (8.05 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION
 RQ0446'OF A ROAD LEADING NORTH TO CLEVELAND, AT A RIGHT OF WAY BRACED FENCE
 RQ0446'POST, 0.4 METER (1.5 FT) SOUTH OF THE FENCE, 0.7 METER (2.5 FT)
 RQ0446'SOUTHWEST OF THE CENTER ONE OF THREE BRACED FENCE POSTS, 26.8 METERS
 RQ0446'(88.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RQ0446'INTERSTATE, 43.2 METERS (142.0 FT) EAST-SOUTHEAST OF A CONCRETE RIGHT
 RQ0446'OF WAY MARKER, 49.0 METERS (161.0 FT) SOUTHEAST OF A CONCRETE RIGHT OF
 RQ0446'WAY MARKER, 64.0 METERS (210.0 FT) SOUTH OF THE SOUTH RAIL,
 RQ0446'66.4 METERS (218.0 FT) SOUTH-SOUTHEAST OF THE SOUTH LIGHT OF TWO
 RQ0446'LIGHTS FOR THE RAILROAD.
 RQ0446'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0446'THE MARK IS 1.2 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1848 ***********************************************************************
 TF1848  DESIGNATION -  L 474
 TF1848  PID         -  TF1848
 TF1848  STATE/COUNTY-  ND/PIERCE
 TF1848  USGS QUAD   -  LEVERICH (1954)
 TF1848
 TF1848                         *CURRENT SURVEY CONTROL
 TF1848  ___________________________________________________________________
 TF1848* NAD 83(1986)-  48 25 44.     (N)    100 02 12.     (W)     SCALED    
 TF1848* NAVD 88     -       478.299  (meters)    1569.22   (feet)  ADJUSTED  
 TF1848  ___________________________________________________________________
 TF1848  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 TF1848  DYNAMIC HT  -         478.400 (meters)    1569.55  (feet)  COMP
 TF1848  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 TF1848
 TF1848  VERT ORDER  -  FIRST     CLASS II
 TF1848
 TF1848.The horizontal coordinates were scaled from a topographic map and have
 TF1848.an estimated accuracy of +/- 6 seconds.
 TF1848
 TF1848.The orthometric height was determined by differential leveling
 TF1848.and adjusted by the National Geodetic Survey in June 1991..
 TF1848
 TF1848.The geoid height was determined by GEOID03.
 TF1848
 TF1848.The dynamic height is computed by dividing the NAVD 88
 TF1848.geopotential number by the normal gravity value computed on the
 TF1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1848.degrees latitude (g = 980.6199 gals.).
 TF1848
 TF1848.The modeled gravity was interpolated from observed gravity values.
 TF1848
 TF1848;                    North         East    Units  Estimated Accuracy
 TF1848;SPC ND N     -   158,970.      634,290.      MT  (+/- 180 meters Scaled)
 TF1848
 TF1848                          SUPERSEDED SURVEY CONTROL
 TF1848
 TF1848.No superseded survey control is available for this station.
 TF1848
 TF1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU233644(NAD 83)
 TF1848_MARKER: I = METAL ROD
 TF1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1848_SP_SET: STAINLESS STEEL ROD
 TF1848_STAMPING: L 474 1982
 TF1848_MARK LOGO: NGS   
 TF1848_PROJECTION: FLUSH
 TF1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1848_ROD/PIPE-DEPTH: 9.7  meters
 TF1848
 TF1848  HISTORY     - Date     Condition        Report By
 TF1848  HISTORY     - 1982     MONUMENTED       NGS
 TF1848
 TF1848                          STATION DESCRIPTION
 TF1848
 TF1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1848'9.55 KM (5.95 MI) NORTH FROM RUGBY.
 TF1848'9.55 KM (5.95 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1848'U.S. HIGHWAY 2 IN RUGBY, AT A CORNER FENCE POST, 22.9 METERS (75.0 FT)
 TF1848'EAST OF THE CENTERLINE OF THE HIGHWAY, 16.1 METERS (53.0 FT) SOUTH OF
 TF1848'THE CENTER OF A GRAVEL ROAD, 12.2 METERS (40.0 FT) EAST-SOUTHEAST OF
 TF1848'THE SOUTH END OF A GALVANIZED PIPE CULVERT, 8.1 METERS (26.5 FT) NORTH
 TF1848'OF A RIGHT-OF-WAY MARKER, 0.8 METER (2.5 FT) SOUTH-SOUTHWEST OF A
 TF1848'BRACED WOODEN CORNER FENCE POST, AND 0.3 METER (1.0 FT) WEST OF A
 TF1848'FENCE LINE.
 TF1848'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1848'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1874 ***********************************************************************
 TF1874  DESIGNATION -  L 475
 TF1874  PID         -  TF1874
 TF1874  STATE/COUNTY-  ND/ROLETTE
 TF1874  USGS QUAD   -  DUNSEITH (1955)
 TF1874
 TF1874                         *CURRENT SURVEY CONTROL
 TF1874  ___________________________________________________________________
 TF1874* NAD 83(1986)-  48 48 18.     (N)    100 03 03.     (W)     SCALED    
 TF1874* NAVD 88     -       513.758  (meters)    1685.55   (feet)  ADJUSTED  
 TF1874  ___________________________________________________________________
 TF1874  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF1874  DYNAMIC HT  -         513.886 (meters)    1685.97  (feet)  COMP
 TF1874  MODELED GRAV-     980,842.4   (mgal)                       NAVD 88
 TF1874
 TF1874  VERT ORDER  -  FIRST     CLASS II
 TF1874
 TF1874.The horizontal coordinates were scaled from a topographic map and have
 TF1874.an estimated accuracy of +/- 6 seconds.
 TF1874
 TF1874.The orthometric height was determined by differential leveling
 TF1874.and adjusted by the National Geodetic Survey in June 1991..
 TF1874
 TF1874.The geoid height was determined by GEOID03.
 TF1874
 TF1874.The dynamic height is computed by dividing the NAVD 88
 TF1874.geopotential number by the normal gravity value computed on the
 TF1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1874.degrees latitude (g = 980.6199 gals.).
 TF1874
 TF1874.The modeled gravity was interpolated from observed gravity values.
 TF1874
 TF1874;                    North         East    Units  Estimated Accuracy
 TF1874;SPC ND N     -   200,790.      633,000.      MT  (+/- 180 meters Scaled)
 TF1874
 TF1874                          SUPERSEDED SURVEY CONTROL
 TF1874
 TF1874.No superseded survey control is available for this station.
 TF1874
 TF1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV228063(NAD 83)
 TF1874_MARKER: I = METAL ROD
 TF1874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1874_SP_SET: STAINLESS STEEL ROD
 TF1874_STAMPING: L 475 1982
 TF1874_MARK LOGO: NGS   
 TF1874_PROJECTION: FLUSH
 TF1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1874_ROD/PIPE-DEPTH: 3.0  meters
 TF1874
 TF1874  HISTORY     - Date     Condition        Report By
 TF1874  HISTORY     - 1982     MONUMENTED       NGS
 TF1874
 TF1874                          STATION DESCRIPTION
 TF1874
 TF1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1874'1.1 KM (0.7 MI) SE FROM DUNSEITH.
 TF1874'AT THE JUNCTION OF STATE HIGHWAY 3 AND STATE HIGHWAY 5, SOUTHEAST OF
 TF1874'DUNSEITH, 120.7 METERS (396.0 FT) SOUTH OF THE CENTERLINE OF STATE
 TF1874'HIGHWAY 5, 30.8 METERS (101.0 FT) EAST OF THE CENTERLINE OF STATE
 TF1874'HIGHWAY 3, 0.9 METER (3.0 FT) NORTH OF A BRACED, CORNER FENCE POST,
 TF1874'AND 0.3 METER (1.0 FT) WEST OF A FENCE LINE.
 TF1874'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1874'THE MARK IS 0.3 M BELOW STATE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1943 ***********************************************************************
 TF1943  DESIGNATION -  L 476
 TF1943  PID         -  TF1943
 TF1943  STATE/COUNTY-  ND/MCHENRY
 TF1943  USGS QUAD   -  TOWNER SE (1954)
 TF1943
 TF1943                         *CURRENT SURVEY CONTROL
 TF1943  ___________________________________________________________________
 TF1943* NAD 83(1986)-  48 21 20.     (N)    100 18 10.     (W)     SCALED    
 TF1943* NAVD 88     -       461.221  (meters)    1513.19   (feet)  ADJUSTED  
 TF1943  ___________________________________________________________________
 TF1943  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 TF1943  DYNAMIC HT  -         461.315 (meters)    1513.50  (feet)  COMP
 TF1943  MODELED GRAV-     980,800.8   (mgal)                       NAVD 88
 TF1943
 TF1943  VERT ORDER  -  FIRST     CLASS II
 TF1943
 TF1943.The horizontal coordinates were scaled from a topographic map and have
 TF1943.an estimated accuracy of +/- 6 seconds.
 TF1943
 TF1943.The orthometric height was determined by differential leveling
 TF1943.and adjusted by the National Geodetic Survey in June 1991..
 TF1943
 TF1943.The geoid height was determined by GEOID03.
 TF1943
 TF1943.The dynamic height is computed by dividing the NAVD 88
 TF1943.geopotential number by the normal gravity value computed on the
 TF1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1943.degrees latitude (g = 980.6199 gals.).
 TF1943
 TF1943.The modeled gravity was interpolated from observed gravity values.
 TF1943
 TF1943;                    North         East    Units  Estimated Accuracy
 TF1943;SPC ND N     -   150,730.      614,620.      MT  (+/- 180 meters Scaled)
 TF1943
 TF1943                          SUPERSEDED SURVEY CONTROL
 TF1943
 TF1943.No superseded survey control is available for this station.
 TF1943
 TF1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU034566(NAD 83)
 TF1943_MARKER: I = METAL ROD
 TF1943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1943_SP_SET: STAINLESS STEEL ROD
 TF1943_STAMPING: L 476 1982
 TF1943_MARK LOGO: NGS   
 TF1943_PROJECTION: FLUSH
 TF1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1943_ROD/PIPE-DEPTH: 9.7  meters
 TF1943
 TF1943  HISTORY     - Date     Condition        Report By
 TF1943  HISTORY     - 1982     MONUMENTED       NGS
 TF1943
 TF1943                          STATION DESCRIPTION
 TF1943
 TF1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1943'8.2 KM (5.1 MI) EAST FROM TOWNER.
 TF1943'8.2 KM (5.1 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1943'ROUTE 14 NORTH IN TOWNER, AT A SECTION LINE ROAD, 1.9 METERS (6.5 FT)
 TF1943'WEST OF A POWER POLE WITH A GUY WIRE, 7.6 METERS (25.0 FT) NORTH OF A
 TF1943'POWER POLE WITH A GUY WIRE, 3.9 METERS (13.0 FT) EAST-NORTHEAST OF A
 TF1943'RIGHT OF WAY MARKER, 27.1 METERS (89.0 FT) WEST OF THE CENTER OF A
 TF1943'GRAVEL ROAD, AND 31.6 METERS (104.0 FT) NORTH OF THE CENTERLINE OF THE
 TF1943'HIGHWAY.
 TF1943'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 TF1943'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0860 ***********************************************************************
 TD0860  DESIGNATION -  L 477
 TD0860  PID         -  TD0860
 TD0860  STATE/COUNTY-  ND/NELSON
 TD0860  USGS QUAD   -  FORDVILLE SW (1971)
 TD0860
 TD0860                         *CURRENT SURVEY CONTROL
 TD0860  ___________________________________________________________________
 TD0860* NAD 83(1986)-  48 00 21.     (N)    097 54 54.     (W)     SCALED    
 TD0860* NAVD 88     -       458.063  (meters)    1502.83   (feet)  ADJUSTED  
 TD0860  ___________________________________________________________________
 TD0860  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TD0860  DYNAMIC HT  -         458.141 (meters)    1503.08  (feet)  COMP
 TD0860  MODELED GRAV-     980,767.2   (mgal)                       NAVD 88
 TD0860
 TD0860  VERT ORDER  -  FIRST     CLASS II
 TD0860
 TD0860.The horizontal coordinates were scaled from a topographic map and have
 TD0860.an estimated accuracy of +/- 6 seconds.
 TD0860
 TD0860.The orthometric height was determined by differential leveling
 TD0860.and adjusted by the National Geodetic Survey in June 1991..
 TD0860
 TD0860.The geoid height was determined by GEOID03.
 TD0860
 TD0860.The dynamic height is computed by dividing the NAVD 88
 TD0860.geopotential number by the normal gravity value computed on the
 TD0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0860.degrees latitude (g = 980.6199 gals.).
 TD0860
 TD0860.The modeled gravity was interpolated from observed gravity values.
 TD0860
 TD0860;                    North         East    Units  Estimated Accuracy
 TD0860;SPC ND N     -   115,070.      792,840.      MT  (+/- 180 meters Scaled)
 TD0860
 TD0860                          SUPERSEDED SURVEY CONTROL
 TD0860
 TD0860.No superseded survey control is available for this station.
 TD0860
 TD0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU809175(NAD 83)
 TD0860_MARKER: I = METAL ROD
 TD0860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TD0860_SP_SET: STAINLESS STEEL ROD
 TD0860_STAMPING: L 477 1982
 TD0860_MARK LOGO: NGS   
 TD0860_PROJECTION: FLUSH
 TD0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0860_ROD/PIPE-DEPTH: 3.65 meters
 TD0860
 TD0860  HISTORY     - Date     Condition        Report By
 TD0860  HISTORY     - 1982     MONUMENTED       NGS
 TD0860
 TD0860                          STATION DESCRIPTION
 TD0860
 TD0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0860'6.7 KM (4.15 MI) EAST FROM PETERSBURG.
 TD0860'6.7 KM (4.15 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TD0860'ROAD 5 IN PETERSBURG, TO THE MARK AT ACCESS ROAD ACROSS HIGHWAY FROM A
 TD0860'MISSILE SITE, 30.8 METERS (101.4 FT) NORTH OF THE CENTERLINE OF THE
 TD0860'WESTBOUND LANE OF THE HIGHWAY, 5.5 METERS (8.05 FT) WEST OF THE CENTER
 TD0860'OF THE WEST EDGE OF ACCESS ROAD, 0.75 METERS (2.45 FT) EAST OF A
 TD0860'POWERLINE POLE, AND 0.15 METERS (0.5 FT) SOUTH OF PROPERTY LINE.
 TD0860'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 TD0860'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1575 ***********************************************************************
 TE1575  DESIGNATION -  L 478
 TE1575  PID         -  TE1575
 TE1575  STATE/COUNTY-  ND/RAMSEY
 TE1575  USGS QUAD   -  DEVILS LAKE (1994)
 TE1575
 TE1575                         *CURRENT SURVEY CONTROL
 TE1575  ___________________________________________________________________
 TE1575* NAD 83(1986)-  48 04 34.     (N)    098 48 05.     (W)     SCALED    
 TE1575* NAVD 88     -       444.927  (meters)    1459.73   (feet)  ADJUSTED  
 TE1575  ___________________________________________________________________
 TE1575  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 TE1575  DYNAMIC HT  -         445.003 (meters)    1459.98  (feet)  COMP
 TE1575  MODELED GRAV-     980,770.5   (mgal)                       NAVD 88
 TE1575
 TE1575  VERT ORDER  -  FIRST     CLASS II
 TE1575
 TE1575.The horizontal coordinates were scaled from a topographic map and have
 TE1575.an estimated accuracy of +/- 6 seconds.
 TE1575
 TE1575.The orthometric height was determined by differential leveling
 TE1575.and adjusted by the National Geodetic Survey in June 1991..
 TE1575
 TE1575.The geoid height was determined by GEOID03.
 TE1575
 TE1575.The dynamic height is computed by dividing the NAVD 88
 TE1575.geopotential number by the normal gravity value computed on the
 TE1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1575.degrees latitude (g = 980.6199 gals.).
 TE1575
 TE1575.The modeled gravity was interpolated from observed gravity values.
 TE1575
 TE1575;                    North         East    Units  Estimated Accuracy
 TE1575;SPC ND N     -   121,040.      726,560.      MT  (+/- 180 meters Scaled)
 TE1575
 TE1575                          SUPERSEDED SURVEY CONTROL
 TE1575
 TE1575.No superseded survey control is available for this station.
 TE1575
 TE1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU147247(NAD 83)
 TE1575_MARKER: I = METAL ROD
 TE1575_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1575_SP_SET: STAINLESS STEEL ROD
 TE1575_STAMPING: L 478 1982
 TE1575_MARK LOGO: NGS   
 TE1575_PROJECTION: FLUSH
 TE1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1575_ROD/PIPE-DEPTH: 7.3  meters
 TE1575
 TE1575  HISTORY     - Date     Condition        Report By
 TE1575  HISTORY     - 1982     MONUMENTED       NGS
 TE1575
 TE1575                          STATION DESCRIPTION
 TE1575
 TE1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1575'6.2 KM (3.85 MI) SE FROM DEVILS LAKE.
 TE1575'6.2 KM (3.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1575'STATE HIGHWAY 20 IN DEVILS LAKE, ALSO 0.8 KM (0.5 MI) EAST OF A U.S.
 TE1575'HIGHWAY 2 RECREATION SITE (EAST BAY DEVILS LAKE), 63.2 METERS
 TE1575'(214.0 FT) EAST OF THE CENTER OF GATE AT HIGHWAY 2 RECREATION SITE,
 TE1575'29.8 METERS (98.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 TE1575'THE HIGHWAY, 1.3 KM (4.5 FT) NORTHWEST OF A POWERLINE POLE WITH 1 GUY
 TE1575'WIRE, AND 51.6 METERS (169.5 FT) WEST OF MILE MARKER NUMBER 273.
 TE1575'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1575'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1629 ***********************************************************************
 TE1629  DESIGNATION -  L 479
 TE1629  PID         -  TE1629
 TE1629  STATE/COUNTY-  ND/BENSON
 TE1629  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1629
 TE1629                         *CURRENT SURVEY CONTROL
 TE1629  ___________________________________________________________________
 TE1629* NAD 83(1986)-  48 15 11.     (N)    099 13 19.     (W)     SCALED    
 TE1629* NAVD 88     -       444.607  (meters)    1458.68   (feet)  ADJUSTED  
 TE1629  ___________________________________________________________________
 TE1629  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 TE1629  DYNAMIC HT  -         444.687 (meters)    1458.94  (feet)  COMP
 TE1629  MODELED GRAV-     980,776.3   (mgal)                       NAVD 88
 TE1629
 TE1629  VERT ORDER  -  FIRST     CLASS II
 TE1629
 TE1629.The horizontal coordinates were scaled from a topographic map and have
 TE1629.an estimated accuracy of +/- 6 seconds.
 TE1629
 TE1629.The orthometric height was determined by differential leveling
 TE1629.and adjusted by the National Geodetic Survey in June 1991..
 TE1629
 TE1629.The geoid height was determined by GEOID03.
 TE1629
 TE1629.The dynamic height is computed by dividing the NAVD 88
 TE1629.geopotential number by the normal gravity value computed on the
 TE1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1629.degrees latitude (g = 980.6199 gals.).
 TE1629
 TE1629.The modeled gravity was interpolated from observed gravity values.
 TE1629
 TE1629;                    North         East    Units  Estimated Accuracy
 TE1629;SPC ND N     -   140,100.      694,900.      MT  (+/- 180 meters Scaled)
 TE1629
 TE1629                          SUPERSEDED SURVEY CONTROL
 TE1629
 TE1629  NGVD 29 (04/23/90)  444.238  (m)         1457.47   (f) ADJUSTED    1 2
 TE1629
 TE1629.Superseded values are not recommended for survey control.
 TE1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1629.See file dsdata.txt to determine how the superseded data were derived.
 TE1629
 TE1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU835444(NAD 83)
 TE1629_MARKER: I = METAL ROD
 TE1629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1629_SP_SET: STAINLESS STEEL ROD
 TE1629_STAMPING: L 479 1982
 TE1629_MARK LOGO: NGS   
 TE1629_PROJECTION: FLUSH
 TE1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1629_ROD/PIPE-DEPTH: 7.3  meters
 TE1629
 TE1629  HISTORY     - Date     Condition        Report By
 TE1629  HISTORY     - 1982     MONUMENTED       NGS
 TE1629
 TE1629                          STATION DESCRIPTION
 TE1629
 TE1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1629'4.0 KM (2.5 MI) SE FROM CHURCHS FERRY.
 TE1629'2.1 KM (1.3 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION OF
 TE1629'U.S. HIGHWAY 2 WHICH IS WEST OF CHURCHS FERRY, AT AN ACCESS ROAD AND
 TE1629'ABOUT 200 FEET WEST OF A BLUE U.S. CIVIL DEFENSE COMMUNICATIONS
 TE1629'FACILITY, 32.0 METERS (105.0 FT) NORTH OF THE CENTER OF THE ACCESS
 TE1629'ROAD, 30.5 METERS (100.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 2, AND
 TE1629'0.6 METER (2.0 FT) EAST OF A POWERLINE POLE WITH A GUY WIRE.
 TE1629'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1629'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0437 ***********************************************************************
 SL0437  DESIGNATION -  L 48
 SL0437  PID         -  SL0437
 SL0437  STATE/COUNTY-  ND/TRAILL
 SL0437  USGS QUAD   -  BUXTON (1971)
 SL0437
 SL0437                         *CURRENT SURVEY CONTROL
 SL0437  ___________________________________________________________________
 SL0437* NAD 83(1986)-  47 34 17.     (N)    097 05 29.     (W)     SCALED    
 SL0437* NAVD 88     -       281.047  (meters)     922.07   (feet)  ADJUSTED  
 SL0437  ___________________________________________________________________
 SL0437  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 SL0437  DYNAMIC HT  -         281.086 (meters)     922.20  (feet)  COMP
 SL0437  MODELED GRAV-     980,744.2   (mgal)                       NAVD 88
 SL0437
 SL0437  VERT ORDER  -  SECOND    CLASS 0
 SL0437
 SL0437.The horizontal coordinates were scaled from a topographic map and have
 SL0437.an estimated accuracy of +/- 6 seconds.
 SL0437
 SL0437.The orthometric height was determined by differential leveling
 SL0437.and adjusted by the National Geodetic Survey in June 1991..
 SL0437
 SL0437.The geoid height was determined by GEOID03.
 SL0437
 SL0437.The dynamic height is computed by dividing the NAVD 88
 SL0437.geopotential number by the normal gravity value computed on the
 SL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0437.degrees latitude (g = 980.6199 gals.).
 SL0437
 SL0437.The modeled gravity was interpolated from observed gravity values.
 SL0437
 SL0437;                    North         East    Units  Estimated Accuracy
 SL0437;SPC ND N     -    69,200.      856,380.      MT  (+/- 180 meters Scaled)
 SL0437
 SL0437                          SUPERSEDED SURVEY CONTROL
 SL0437
 SL0437  NGVD 29 (??/??/92)  280.694  (m)          920.91   (f) ADJ UNCH    2 0
 SL0437
 SL0437.Superseded values are not recommended for survey control.
 SL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0437.See file dsdata.txt to determine how the superseded data were derived.
 SL0437
 SL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT435704(NAD 83)
 SL0437_MARKER: DB = BENCH MARK DISK
 SL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0437_STAMPING: L 48 1934
 SL0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0437+STABILITY: SURFACE MOTION
 SL0437
 SL0437  HISTORY     - Date     Condition        Report By
 SL0437  HISTORY     - 1934     MONUMENTED       CGS
 SL0437  HISTORY     - 1971     GOOD             USGS
 SL0437
 SL0437                          STATION DESCRIPTION
 SL0437
 SL0437'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 SL0437'2.1 MI S FROM BUXTON.
 SL0437'ABOUT 2.1 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0437'STATION AT BUXTON, TRAILL COUNTY, 7 FEET NORTHWEST OF MILEPOST 74,
 SL0437'ABOUT 3 POLES NORTH OF A PUBLIC-ROAD CROSSING, AT A RAILREST, ABOUT 60
 SL0437'FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN
 SL0437'THE RAIL.  A STANDARD DISK, STAMPED L 48 1934 AND SET IN THE TOP OF A
 SL0437'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0993 ***********************************************************************
 SM0993  DESIGNATION -  L 480
 SM0993  PID         -  SM0993
 SM0993  STATE/COUNTY-  ND/BENSON
 SM0993  USGS QUAD   -  CROW HILL (1975)
 SM0993
 SM0993                         *CURRENT SURVEY CONTROL
 SM0993  ___________________________________________________________________
 SM0993* NAD 83(1986)-  47 55 14.     (N)    099 07 29.     (W)     SCALED    
 SM0993* NAVD 88     -       479.248  (meters)    1572.33   (feet)  ADJUSTED  
 SM0993  ___________________________________________________________________
 SM0993  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 SM0993  DYNAMIC HT  -         479.318 (meters)    1572.56  (feet)  COMP
 SM0993  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 SM0993
 SM0993  VERT ORDER  -  FIRST     CLASS II
 SM0993
 SM0993.The horizontal coordinates were scaled from a topographic map and have
 SM0993.an estimated accuracy of +/- 6 seconds.
 SM0993
 SM0993.The orthometric height was determined by differential leveling
 SM0993.and adjusted by the National Geodetic Survey in June 1991..
 SM0993
 SM0993.The geoid height was determined by GEOID03.
 SM0993
 SM0993.The dynamic height is computed by dividing the NAVD 88
 SM0993.geopotential number by the normal gravity value computed on the
 SM0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0993.degrees latitude (g = 980.6199 gals.).
 SM0993
 SM0993.The modeled gravity was interpolated from observed gravity values.
 SM0993
 SM0993;                    North         East    Units  Estimated Accuracy
 SM0993;SPC ND N     -   103,270.      702,780.      MT  (+/- 180 meters Scaled)
 SM0993
 SM0993                          SUPERSEDED SURVEY CONTROL
 SM0993
 SM0993  NGVD 29 (04/23/90)  478.866  (m)         1571.08   (f) ADJUSTED    1 2
 SM0993
 SM0993.Superseded values are not recommended for survey control.
 SM0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0993.See file dsdata.txt to determine how the superseded data were derived.
 SM0993
 SM0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU906074(NAD 83)
 SM0993_MARKER: I = METAL ROD
 SM0993_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0993_SP_SET: STAINLESS STEEL ROD
 SM0993_STAMPING: L 480 1982
 SM0993_MARK LOGO: NGS   
 SM0993_PROJECTION: FLUSH
 SM0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0993_ROD/PIPE-DEPTH: 6.09 meters
 SM0993
 SM0993  HISTORY     - Date     Condition        Report By
 SM0993  HISTORY     - 1982     MONUMENTED       NGS
 SM0993
 SM0993                          STATION DESCRIPTION
 SM0993
 SM0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0993'10.7 KM (6.65 MI) NORTH FROM SHEYENNE.
 SM0993'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0993'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 10.6 KM (6.6 MI)
 SM0993'NORTH ON U.S. HIGHWAY 281 TO A FARM ACCESS ROAD AND THE MARK, ALSO,
 SM0993'0.1 KM (0.05 MI) NORTH OF A CROSSROAD, 32.2 METERS (105.6 FT) EAST OF
 SM0993'THE CENTERLINE OF THE HIGHWAY, 29.0 METERS (95.0 FT) WEST-NORTHWEST OF
 SM0993'THE WESTERNMOST GRAIN STORAGE BIN, 10.7 METERS (35.0 FT) NORTH OF THE
 SM0993'CENTER OF THE FARM ACCESS ROAD, AND 0.5 METER (1.5 FT) SOUTH OF A
 SM0993'POWERLINE POLE.
 SM0993'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM0993'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1015 ***********************************************************************
 SM1015  DESIGNATION -  L 481
 SM1015  PID         -  SM1015
 SM1015  STATE/COUNTY-  ND/EDDY
 SM1015  USGS QUAD   -  NEW ROCKFORD SE (1950)
 SM1015
 SM1015                         *CURRENT SURVEY CONTROL
 SM1015  ___________________________________________________________________
 SM1015* NAD 83(1986)-  47 37 01.     (N)    099 06 59.     (W)     SCALED    
 SM1015* NAVD 88     -       465.032  (meters)    1525.69   (feet)  ADJUSTED  
 SM1015  ___________________________________________________________________
 SM1015  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1015  DYNAMIC HT  -         465.078 (meters)    1525.84  (feet)  COMP
 SM1015  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 SM1015
 SM1015  VERT ORDER  -  FIRST     CLASS II
 SM1015
 SM1015.The horizontal coordinates were scaled from a topographic map and have
 SM1015.an estimated accuracy of +/- 6 seconds.
 SM1015
 SM1015.The orthometric height was determined by differential leveling
 SM1015.and adjusted by the National Geodetic Survey in June 1991..
 SM1015
 SM1015.The geoid height was determined by GEOID03.
 SM1015
 SM1015.The dynamic height is computed by dividing the NAVD 88
 SM1015.geopotential number by the normal gravity value computed on the
 SM1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1015.degrees latitude (g = 980.6199 gals.).
 SM1015
 SM1015.The modeled gravity was interpolated from observed gravity values.
 SM1015
 SM1015;                    North         East    Units  Estimated Accuracy
 SM1015;SPC ND N     -    69,530.      704,010.      MT  (+/- 180 meters Scaled)
 SM1015
 SM1015                          SUPERSEDED SURVEY CONTROL
 SM1015
 SM1015  NGVD 29 (04/23/90)  464.649  (m)         1524.44   (f) ADJUSTED    1 2
 SM1015
 SM1015.Superseded values are not recommended for survey control.
 SM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1015.See file dsdata.txt to determine how the superseded data were derived.
 SM1015
 SM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT912737(NAD 83)
 SM1015_MARKER: I = METAL ROD
 SM1015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1015_SP_SET: STAINLESS STEEL ROD
 SM1015_STAMPING: L 481 1982
 SM1015_MARK LOGO: NGS   
 SM1015_PROJECTION: RECESSED 3 CENTIMETERS
 SM1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1015_ROD/PIPE-DEPTH: 7.3  meters
 SM1015
 SM1015  HISTORY     - Date     Condition        Report By
 SM1015  HISTORY     - 1982     MONUMENTED       NGS
 SM1015
 SM1015                          STATION DESCRIPTION
 SM1015
 SM1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1015'8.5 KM (5.3 MI) SOUTH FROM NEW ROCKFORD.
 SM1015'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1015'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 7.6 KM (4.75 MI)
 SM1015'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT A FIELD ENTRANCE ROAD,
 SM1015'33.98 METERS (111.5 FT) SOUTH OF A RIGHT-OF-WAY MARKER ON THE NORTH
 SM1015'SIDE OF THE FIELD, 23.47 METERS (77.0 FT) WEST OF THE CENTERLINE OF
 SM1015'THE HIGHWAY, 12.04 METERS (39.5 FT) NORTH OF A RIGHT-OF-WAY MARKER ON
 SM1015'THE SOUTH SIDE OF THE FIELD ROAD, 10.36 METERS (34.0 FT) SOUTH OF THE
 SM1015'CENTER OF THE FIELD ENTRANCE ROAD, 6.71 METERS (22.0 FT) SOUTHWEST OF
 SM1015'THE TOP CENTER OF THE SOUTH END OF A METAL PIPE CULVERT UNDER THE
 SM1015'FIELD ENTRANCE ROAD, AND 1.52 METERS (5.0 FT) SOUTH OF A POWERLINE
 SM1015'POLE WITH TWO GUY CABLES ATTACHED.
 SM1015'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SM1015'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1041 ***********************************************************************
 SM1041  DESIGNATION -  L 482
 SM1041  PID         -  SM1041
 SM1041  STATE/COUNTY-  ND/STUTSMAN
 SM1041  USGS QUAD   -  PINGREE (1991)
 SM1041
 SM1041                         *CURRENT SURVEY CONTROL
 SM1041  ___________________________________________________________________
 SM1041* NAD 83(1986)-  47 14 03.     (N)    098 57 34.     (W)     SCALED    
 SM1041* NAVD 88     -       485.674  (meters)    1593.42   (feet)  ADJUSTED  
 SM1041  ___________________________________________________________________
 SM1041  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SM1041  DYNAMIC HT  -         485.709 (meters)    1593.53  (feet)  COMP
 SM1041  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 SM1041
 SM1041  VERT ORDER  -  FIRST     CLASS II
 SM1041
 SM1041.The horizontal coordinates were scaled from a topographic map and have
 SM1041.an estimated accuracy of +/- 6 seconds.
 SM1041
 SM1041.The orthometric height was determined by differential leveling
 SM1041.and adjusted by the National Geodetic Survey in June 1991..
 SM1041
 SM1041.The geoid height was determined by GEOID03.
 SM1041
 SM1041.The dynamic height is computed by dividing the NAVD 88
 SM1041.geopotential number by the normal gravity value computed on the
 SM1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1041.degrees latitude (g = 980.6199 gals.).
 SM1041
 SM1041.The modeled gravity was interpolated from observed gravity values.
 SM1041
 SM1041;                    North         East    Units  Estimated Accuracy
 SM1041;SPC ND S     -   175,390.      716,640.      MT  (+/- 180 meters Scaled)
 SM1041
 SM1041                          SUPERSEDED SURVEY CONTROL
 SM1041
 SM1041  NGVD 29 (04/23/90)  485.283  (m)         1592.13   (f) ADJUSTED    1 2
 SM1041
 SM1041.Superseded values are not recommended for survey control.
 SM1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1041.See file dsdata.txt to determine how the superseded data were derived.
 SM1041
 SM1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT030311(NAD 83)
 SM1041_MARKER: I = METAL ROD
 SM1041_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1041_SP_SET: STAINLESS STEEL ROD
 SM1041_STAMPING: L 482 1982
 SM1041_MARK LOGO: NGS   
 SM1041_PROJECTION: FLUSH
 SM1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1041_ROD/PIPE-DEPTH: 7.3  meters
 SM1041
 SM1041  HISTORY     - Date     Condition        Report By
 SM1041  HISTORY     - 1982     MONUMENTED       NGS
 SM1041
 SM1041                          STATION DESCRIPTION
 SM1041
 SM1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1041'8.4 KM (5.2 MI) NW FROM PINGREE.
 SM1041'8.4 KM (5.2 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1041'STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, BETWEEN THE HIGHWAY AND
 SM1041'RAILROAD TRACKS, AT A HIGHWAY RIGHT-OF-WAY MARKER, 17.98 METERS
 SM1041'(59.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.63 METERS
 SM1041'(48.0 FT) EAST-NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS,
 SM1041'AND 0.76 METERS (2.5 FT) NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 SM1041'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SM1041'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0444 ***********************************************************************
 RQ0444  DESIGNATION -  L 483
 RQ0444  PID         -  RQ0444
 RQ0444  STATE/COUNTY-  ND/STUTSMAN
 RQ0444  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0444
 RQ0444                         *CURRENT SURVEY CONTROL
 RQ0444  ___________________________________________________________________
 RQ0444* NAD 83(1986)-  46 53 04.     (N)    098 54 14.     (W)     SCALED    
 RQ0444* NAVD 88     -       481.200  (meters)    1578.74   (feet)  ADJUSTED  
 RQ0444  ___________________________________________________________________
 RQ0444  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 RQ0444  DYNAMIC HT  -         481.216 (meters)    1578.79  (feet)  COMP
 RQ0444  MODELED GRAV-     980,631.9   (mgal)                       NAVD 88
 RQ0444
 RQ0444  VERT ORDER  -  FIRST     CLASS II
 RQ0444
 RQ0444.The horizontal coordinates were scaled from a topographic map and have
 RQ0444.an estimated accuracy of +/- 6 seconds.
 RQ0444
 RQ0444.The orthometric height was determined by differential leveling
 RQ0444.and adjusted by the National Geodetic Survey in June 1991..
 RQ0444
 RQ0444.The geoid height was determined by GEOID03.
 RQ0444
 RQ0444.The dynamic height is computed by dividing the NAVD 88
 RQ0444.geopotential number by the normal gravity value computed on the
 RQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0444.degrees latitude (g = 980.6199 gals.).
 RQ0444
 RQ0444.The modeled gravity was interpolated from observed gravity values.
 RQ0444
 RQ0444;                    North         East    Units  Estimated Accuracy
 RQ0444;SPC ND S     -   136,600.      721,640.      MT  (+/- 180 meters Scaled)
 RQ0444
 RQ0444                          SUPERSEDED SURVEY CONTROL
 RQ0444
 RQ0444.No superseded survey control is available for this station.
 RQ0444
 RQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS073923(NAD 83)
 RQ0444_MARKER: I = METAL ROD
 RQ0444_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0444_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0444_STAMPING: L 483 1982
 RQ0444_MARK LOGO: NGS   
 RQ0444_PROJECTION: FLUSH
 RQ0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0444+STABILITY: POSITION/ELEVATION WELL
 RQ0444_ROD/PIPE-DEPTH: 14.6 meters
 RQ0444_SLEEVE-DEPTH  : 10.6 meters
 RQ0444
 RQ0444  HISTORY     - Date     Condition        Report By
 RQ0444  HISTORY     - 1982     MONUMENTED       NGS
 RQ0444
 RQ0444                          STATION DESCRIPTION
 RQ0444
 RQ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0444'4.0 KM (2.5 MI) WEST FROM ELDRIDGE.
 RQ0444'4.0 KM (2.5 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0444'A ROAD LEADING NORTH TO ELDRIDGE, AT THE MAIN GATE TO THE STANDARD OIL
 RQ0444'COMPANY TANK TERMINAL, 1.2 METERS (4.0 FT) SOUTH OF A WOVEN WIRE
 RQ0444'FENCE, 2.1 METERS (7.0 FT) WEST OF A WOVEN WIRE FENCE, 2.4 METERS
 RQ0444'(8.0 FT) WEST-SOUTHWEST OF A CORNER FENCE POST, 6.0 METERS (20.0 FT)
 RQ0444'NORTHWEST OF THE NORTH CORNER OF THE MAIN GATE, 6.8 METERS (22.5 FT)
 RQ0444'SOUTHEAST OF A ELECTRICAL JUNCTION BOX, AND 9.7 METERS (32.0 FT) NORTH
 RQ0444'OF THE CENTER OF A BLACKTOP FRONTAGE ROAD.
 RQ0444'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0472 ***********************************************************************
 RQ0472  DESIGNATION -  L 484
 RQ0472  PID         -  RQ0472
 RQ0472  STATE/COUNTY-  ND/KIDDER
 RQ0472  USGS QUAD   -  TAPPEN NE (1975)
 RQ0472
 RQ0472                         *CURRENT SURVEY CONTROL
 RQ0472  ___________________________________________________________________
 RQ0472* NAD 83(1986)-  46 52 50.     (N)    099 30 38.     (W)     SCALED    
 RQ0472* NAVD 88     -       546.157  (meters)    1791.85   (feet)  ADJUSTED  
 RQ0472  ___________________________________________________________________
 RQ0472  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RQ0472  DYNAMIC HT  -         546.173 (meters)    1791.90  (feet)  COMP
 RQ0472  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 RQ0472
 RQ0472  VERT ORDER  -  FIRST     CLASS II
 RQ0472
 RQ0472.The horizontal coordinates were scaled from a topographic map and have
 RQ0472.an estimated accuracy of +/- 6 seconds.
 RQ0472
 RQ0472.The orthometric height was determined by differential leveling
 RQ0472.and adjusted by the National Geodetic Survey in June 1991..
 RQ0472
 RQ0472.The geoid height was determined by GEOID03.
 RQ0472
 RQ0472.The dynamic height is computed by dividing the NAVD 88
 RQ0472.geopotential number by the normal gravity value computed on the
 RQ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0472.degrees latitude (g = 980.6199 gals.).
 RQ0472
 RQ0472.The modeled gravity was interpolated from observed gravity values.
 RQ0472
 RQ0472;                    North         East    Units  Estimated Accuracy
 RQ0472;SPC ND S     -   135,410.      675,410.      MT  (+/- 180 meters Scaled)
 RQ0472
 RQ0472                          SUPERSEDED SURVEY CONTROL
 RQ0472
 RQ0472.No superseded survey control is available for this station.
 RQ0472
 RQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS610920(NAD 83)
 RQ0472_MARKER: I = METAL ROD
 RQ0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0472_SP_SET: STAINLESS STEEL ROD
 RQ0472_STAMPING: L 484 1982
 RQ0472_MARK LOGO: NGS   
 RQ0472_PROJECTION: FLUSH
 RQ0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0472_ROD/PIPE-DEPTH: 12.1 meters
 RQ0472
 RQ0472  HISTORY     - Date     Condition        Report By
 RQ0472  HISTORY     - 1982     MONUMENTED       NGS
 RQ0472
 RQ0472                          STATION DESCRIPTION
 RQ0472
 RQ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0472'10.4 KM (6.5 MI) EAST FROM TAPPEN.
 RQ0472'0.7 KM (0.45 MI) NORTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0472'NORTHERN PACIFIC RAILROAD IN TAPPEN TO THE JUNCTION OF INTERSTATE
 RQ0472'HIGHWAY 94, THENCE 9.7 KM (6.05 MI) EAST ALONG INTERSTATE HIGHWAY 94
 RQ0472'TO THE MARK AT AN OFFSET IN THE FENCE LINE, 0.4 METER (1.4 FT)
 RQ0472'SOUTHEAST OF A FENCE POST, 0.4 METER (1.4 FT) SOUTH OF A FENCE LINE,
 RQ0472'4.9 METERS (16.4 FT) SOUTH OF A CONCRETE RIGHT OF WAY POST, AND
 RQ0472'36.5 METERS (120.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 RQ0472'OF THE INTERSTATE.
 RQ0472'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0472'THE MARK IS 0.6 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0649 ***********************************************************************
 RR0649  DESIGNATION -  L 485
 RR0649  PID         -  RR0649
 RR0649  STATE/COUNTY-  ND/BURLEIGH
 RR0649  USGS QUAD   -  DRISCOLL (1975)
 RR0649
 RR0649                         *CURRENT SURVEY CONTROL
 RR0649  ___________________________________________________________________
 RR0649* NAD 83(1986)-  46 50 51.     (N)    100 14 35.     (W)     SCALED    
 RR0649* NAVD 88     -       583.204  (meters)    1913.40   (feet)  ADJUSTED  
 RR0649  ___________________________________________________________________
 RR0649  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RR0649  DYNAMIC HT  -         583.214 (meters)    1913.43  (feet)  COMP
 RR0649  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 RR0649
 RR0649  VERT ORDER  -  FIRST     CLASS II
 RR0649
 RR0649.The horizontal coordinates were scaled from a topographic map and have
 RR0649.an estimated accuracy of +/- 6 seconds.
 RR0649
 RR0649.The orthometric height was determined by differential leveling
 RR0649.and adjusted by the National Geodetic Survey in June 1991..
 RR0649
 RR0649.The geoid height was determined by GEOID03.
 RR0649
 RR0649.The dynamic height is computed by dividing the NAVD 88
 RR0649.geopotential number by the normal gravity value computed on the
 RR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0649.degrees latitude (g = 980.6199 gals.).
 RR0649
 RR0649.The modeled gravity was interpolated from observed gravity values.
 RR0649
 RR0649;                    North         East    Units  Estimated Accuracy
 RR0649;SPC ND S     -   131,290.      619,600.      MT  (+/- 180 meters Scaled)
 RR0649
 RR0649                          SUPERSEDED SURVEY CONTROL
 RR0649
 RR0649.No superseded survey control is available for this station.
 RR0649
 RR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS052889(NAD 83)
 RR0649_MARKER: I = METAL ROD
 RR0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0649_SP_SET: STAINLESS STEEL ROD
 RR0649_STAMPING: L 485 1982
 RR0649_MARK LOGO: NGS   
 RR0649_PROJECTION: FLUSH
 RR0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0649_ROD/PIPE-DEPTH: 6.1  meters
 RR0649
 RR0649  HISTORY     - Date     Condition        Report By
 RR0649  HISTORY     - 1982     MONUMENTED       NGS
 RR0649
 RR0649                          STATION DESCRIPTION
 RR0649
 RR0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0649'6.6 KM (4.1 MI) EAST FROM STERLING.
 RR0649'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 RR0649'BURLINGTON NORTHERN RAILROAD IN STERLING TO THE JUNCTION OF INTERSTATE
 RR0649'HIGHWAY 94, THENCE 4.2 KM (2.6 MI) EAST ALONG INTERSTATE HIGHWAY 94,
 RR0649'47.6 METERS (156.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 RR0649'LANES OF THE INTERSTATE, 50.6 METERS (166.0 FT) NORTH-NORTHWEST OF
 RR0649'MILE MARKER NUMBER 185, 0.9 METER (3.0 FT) SOUTH-SOUTHWEST OF THE
 RR0649'MIDDLE ONE OF THREE SUPPORT POST IN THE RIGHT OF WAY FENCE, AND
 RR0649'0.3 METER (1.0 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 RR0649'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 RR0649'THE MARK IS 1.8 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0663 ***********************************************************************
 RR0663  DESIGNATION -  L 486
 RR0663  PID         -  RR0663
 RR0663  STATE/COUNTY-  ND/BURLEIGH
 RR0663  USGS QUAD   -  MENOKEN (1975)
 RR0663
 RR0663                         *CURRENT SURVEY CONTROL
 RR0663  ___________________________________________________________________
 RR0663* NAD 83(1986)-  46 50 13.     (N)    100 32 27.     (W)     SCALED    
 RR0663* NAVD 88     -       527.440  (meters)    1730.44   (feet)  ADJUSTED  
 RR0663  ___________________________________________________________________
 RR0663  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 RR0663  DYNAMIC HT  -         527.447 (meters)    1730.47  (feet)  COMP
 RR0663  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RR0663
 RR0663  VERT ORDER  -  FIRST     CLASS II
 RR0663
 RR0663.The horizontal coordinates were scaled from a topographic map and have
 RR0663.an estimated accuracy of +/- 6 seconds.
 RR0663
 RR0663.The orthometric height was determined by differential leveling
 RR0663.and adjusted by the National Geodetic Survey in June 1991..
 RR0663
 RR0663.The geoid height was determined by GEOID03.
 RR0663
 RR0663.The dynamic height is computed by dividing the NAVD 88
 RR0663.geopotential number by the normal gravity value computed on the
 RR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0663.degrees latitude (g = 980.6199 gals.).
 RR0663
 RR0663.The modeled gravity was interpolated from observed gravity values.
 RR0663
 RR0663;                    North         East    Units  Estimated Accuracy
 RR0663;SPC ND S     -   130,090.      596,890.      MT  (+/- 180 meters Scaled)
 RR0663
 RR0663                          SUPERSEDED SURVEY CONTROL
 RR0663
 RR0663.No superseded survey control is available for this station.
 RR0663
 RR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS825881(NAD 83)
 RR0663_MARKER: DB = BENCH MARK DISK
 RR0663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0663_SP_SET: CONCRETE PIER
 RR0663_STAMPING: L 486 1982
 RR0663_MARK LOGO: NGS   
 RR0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0663
 RR0663  HISTORY     - Date     Condition        Report By
 RR0663  HISTORY     - 1982     MONUMENTED       NGS
 RR0663
 RR0663                          STATION DESCRIPTION
 RR0663
 RR0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0663'2.2 KM (1.35 MI) NORTH FROM MENOKEN.
 RR0663'2.2 KM (1.35 MI) NORTH OF MENOKEN AT THE JUNCTION OF INTERSTATE
 RR0663'HIGHWAY 94 AND A ROAD LEADING SOUTH TO MENOKEN, SET VERTICALLY IN THE
 RR0663'NORTH FACE OF THE NORTHEASTERNMOST BRIDGE PIER, 20.8 METERS (68.5 FT)
 RR0663'WEST OF THE EAST END OF A METAL GUARD RAIL, AND 8.4 METERS (27.5 FT)
 RR0663'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE.
 RR0663'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0630 ***********************************************************************
 RR0630  DESIGNATION -  L 487
 RR0630  PID         -  RR0630
 RR0630  STATE/COUNTY-  ND/BURLEIGH
 RR0630  USGS QUAD   -  BURNT BUTTE (1979)
 RR0630
 RR0630                         *CURRENT SURVEY CONTROL
 RR0630  ___________________________________________________________________
 RR0630* NAD 83(1986)-  46 54 37.     (N)    100 46 16.     (W)     SCALED    
 RR0630* NAVD 88     -       588.289  (meters)    1930.08   (feet)  ADJUSTED  
 RR0630  ___________________________________________________________________
 RR0630  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0630  DYNAMIC HT  -         588.298 (meters)    1930.11  (feet)  COMP
 RR0630  MODELED GRAV-     980,610.1   (mgal)                       NAVD 88
 RR0630
 RR0630  VERT ORDER  -  FIRST     CLASS II
 RR0630
 RR0630.The horizontal coordinates were scaled from a topographic map and have
 RR0630.an estimated accuracy of +/- 6 seconds.
 RR0630
 RR0630.The orthometric height was determined by differential leveling
 RR0630.and adjusted by the National Geodetic Survey in June 1991..
 RR0630
 RR0630.The geoid height was determined by GEOID03.
 RR0630
 RR0630.The dynamic height is computed by dividing the NAVD 88
 RR0630.geopotential number by the normal gravity value computed on the
 RR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0630.degrees latitude (g = 980.6199 gals.).
 RR0630
 RR0630.The modeled gravity was interpolated from observed gravity values.
 RR0630
 RR0630;                    North         East    Units  Estimated Accuracy
 RR0630;SPC ND S     -   138,270.      579,350.      MT  (+/- 180 meters Scaled)
 RR0630
 RR0630                          SUPERSEDED SURVEY CONTROL
 RR0630
 RR0630.No superseded survey control is available for this station.
 RR0630
 RR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS651967(NAD 83)
 RR0630_MARKER: I = METAL ROD
 RR0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0630_SP_SET: STAINLESS STEEL ROD
 RR0630_STAMPING: L 487 1982
 RR0630_MARK LOGO: NGS   
 RR0630_PROJECTION: FLUSH
 RR0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0630_ROD/PIPE-DEPTH: 5.8  meters
 RR0630
 RR0630  HISTORY     - Date     Condition        Report By
 RR0630  HISTORY     - 1982     MONUMENTED       NGS
 RR0630
 RR0630                          STATION DESCRIPTION
 RR0630
 RR0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0630'8.8 KM (5.45 MI) NORTH FROM BISMARCK.
 RR0630'8.8 KM (5.45 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0630'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.7 KM (0.45 MI) NORTH OF
 RR0630'MILEPOST 94, 68.3 METERS (224.1 FT) SOUTH OF THE CENTER OF A PAVED
 RR0630'ROAD LEADING EAST, 41.1 METERS (134.8 FT) EAST OF THE CENTERLINE OF
 RR0630'THE NORTH BOUND LANES OF THE HIGHWAY AND 1.3 METERS (4.3 FT) NORTH OF
 RR0630'A UTILITY POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS
 RR0630'THROUGH A 5-INCH LOGO CAP.
 RR0630'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0630'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1449 ***********************************************************************
 SN1449  DESIGNATION -  L 488
 SN1449  PID         -  SN1449
 SN1449  STATE/COUNTY-  ND/MCLEAN
 SN1449  USGS QUAD   -  SANGER (1966)
 SN1449
 SN1449                         *CURRENT SURVEY CONTROL
 SN1449  ___________________________________________________________________
 SN1449* NAD 83(1986)-  47 13 55.     (N)    100 56 37.     (W)     SCALED    
 SN1449* NAVD 88     -       524.132  (meters)    1719.59   (feet)  ADJUSTED  
 SN1449  ___________________________________________________________________
 SN1449  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 SN1449  DYNAMIC HT  -         524.157 (meters)    1719.67  (feet)  COMP
 SN1449  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 SN1449
 SN1449  VERT ORDER  -  FIRST     CLASS II
 SN1449
 SN1449.The horizontal coordinates were scaled from a topographic map and have
 SN1449.an estimated accuracy of +/- 6 seconds.
 SN1449
 SN1449.The orthometric height was determined by differential leveling
 SN1449.and adjusted by the National Geodetic Survey in June 1991..
 SN1449
 SN1449.The geoid height was determined by GEOID03.
 SN1449
 SN1449.The dynamic height is computed by dividing the NAVD 88
 SN1449.geopotential number by the normal gravity value computed on the
 SN1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1449.degrees latitude (g = 980.6199 gals.).
 SN1449
 SN1449.The modeled gravity was interpolated from observed gravity values.
 SN1449
 SN1449;                    North         East    Units  Estimated Accuracy
 SN1449;SPC ND N     -    25,890.      566,410.      MT  (+/- 180 meters Scaled)
 SN1449
 SN1449                          SUPERSEDED SURVEY CONTROL
 SN1449
 SN1449.No superseded survey control is available for this station.
 SN1449
 SN1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT528327(NAD 83)
 SN1449_MARKER: I = METAL ROD
 SN1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1449_SP_SET: STAINLESS STEEL ROD
 SN1449_STAMPING: L 488 1982
 SN1449_MARK LOGO: NGS   
 SN1449_PROJECTION: FLUSH
 SN1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1449_ROD/PIPE-DEPTH: 20.7 meters
 SN1449
 SN1449  HISTORY     - Date     Condition        Report By
 SN1449  HISTORY     - 1982     MONUMENTED       NGS
 SN1449
 SN1449                          STATION DESCRIPTION
 SN1449
 SN1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1449'15.4 KM (9.55 MI) NW FROM WILTON.
 SN1449'15.4 KM (9.55 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1449'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 0.5 KM (0.3
 SN1449'MI) NORTHWEST OF THE JUNCTION OF COUNTY ROAD 1804 AND MILEPOST 121,
 SN1449'32.0 METERS (105.0 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE
 SN1449'31.1 METERS (102.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 SN1449'LANES OF THE HIGHWAY AND 1.4 METERS (4.6 FT) NORTHWEST OF A UTILITY
 SN1449'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1449'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1449'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0563 ***********************************************************************
 RR0563  DESIGNATION -  L 489
 RR0563  PID         -  RR0563
 RR0563  STATE/COUNTY-  ND/MORTON
 RR0563  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0563
 RR0563                         *CURRENT SURVEY CONTROL
 RR0563  ___________________________________________________________________
 RR0563* NAD 83(1996)-  46 50 48.57875(N)    101 00 46.23457(W)     ADJUSTED  
 RR0563* NAVD 88     -       566.035  (meters)    1857.07   (feet)  ADJUSTED  
 RR0563  ___________________________________________________________________
 RR0563  X           -    -834,892.067 (meters)                     COMP
 RR0563  Y           -  -4,290,013.124 (meters)                     COMP
 RR0563  Z           -   4,630,532.660 (meters)                     COMP
 RR0563  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 RR0563  ELLIP HEIGHT-         545.06  (meters)          (01/23/98) GPS OBS
 RR0563  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 RR0563  DYNAMIC HT  -         566.044 (meters)    1857.10  (feet)  COMP
 RR0563  MODELED GRAV-     980,611.5   (mgal)                       NAVD 88
 RR0563
 RR0563  HORZ ORDER  -  THIRD
 RR0563  VERT ORDER  -  FIRST     CLASS II
 RR0563  ELLP ORDER  -  FOURTH    CLASS I
 RR0563
 RR0563.The horizontal coordinates were established by GPS observations
 RR0563.and adjusted by the National Geodetic Survey in January 1998..
 RR0563
 RR0563.The orthometric height was determined by differential leveling
 RR0563.and adjusted by the National Geodetic Survey in June 1991..
 RR0563
 RR0563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0563
 RR0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0563
 RR0563.The ellipsoidal height was determined by GPS observations
 RR0563.and is referenced to NAD 83.
 RR0563
 RR0563.The geoid height was determined by GEOID03.
 RR0563
 RR0563.The dynamic height is computed by dividing the NAVD 88
 RR0563.geopotential number by the normal gravity value computed on the
 RR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0563.degrees latitude (g = 980.6199 gals.).
 RR0563
 RR0563.The modeled gravity was interpolated from observed gravity values.
 RR0563
 RR0563;                    North         East     Units Scale Factor Converg.
 RR0563;SPC ND S     -   131,310.519   560,886.675   MT  0.99993587   -0 22 26.6
 RR0563;SPC ND S     -   430,808.79  1,840,179.38   iFT  0.99993587   -0 22 26.6
 RR0563;UTM  14      - 5,190,109.752   346,537.668   MT  0.99988947   -1 28 07.4
 RR0563
 RR0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0563!SPC ND S     -   0.99991457  x   0.99993587  =   0.99985044
 RR0563!UTM  14      -   0.99991457  x   0.99988947  =   0.99980405
 RR0563
 RR0563                          SUPERSEDED SURVEY CONTROL
 RR0563
 RR0563  NAD 83(1986)-  46 50 48.57385(N)    101 00 46.21900(W) AD(       ) 3
 RR0563  NGVD 29 (02/28/92)  565.61   (m)         1855.7    (f) LEVELING    3  
 RR0563
 RR0563.Superseded values are not recommended for survey control.
 RR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0563.See file dsdata.txt to determine how the superseded data were derived.
 RR0563
 RR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS4653890110(NAD 83)
 RR0563_MARKER: I = METAL ROD
 RR0563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0563_SP_SET: STAINLESS STEEL ROD
 RR0563_STAMPING: L 489 1982
 RR0563_MARK LOGO: NGS   
 RR0563_PROJECTION: FLUSH
 RR0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0563+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 RR0563_ROD/PIPE-DEPTH: 5.5  meters
 RR0563
 RR0563  HISTORY     - Date     Condition        Report By
 RR0563  HISTORY     - 1982     MONUMENTED       NGS
 RR0563  HISTORY     - 19910808 GOOD             NGS
 RR0563
 RR0563                          STATION DESCRIPTION
 RR0563
 RR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0563'9.0 KM (5.6 MI) WEST FROM MANDAN.
 RR0563'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
 RR0563'9.0 KM (5.6 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION WITH
 RR0563'STATE HIGHWAY 6 IN MANDAN, IN THE NORTHWEST ANGLE OF A CROSSROADS,
 RR0563'37.2 METERS (122.0 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 139,
 RR0563'33.3 METERS (109.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 3.2
 RR0563'METERS (10.5 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 RR0563'POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0563'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0563
 RR0563                          STATION RECOVERY (1991)
 RR0563
 RR0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RR0563'STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) WEST OF MANDAN, IN THE
 RR0563'NORTHWEST QUADRANT OF THE INTERSECTION OF INTERSTATE 94 BUSINESS (OLD
 RR0563'HIGHWAY 10), COUNTY ROAD 139 LEADING WEST AND A GRADED ROAD LEADING
 RR0563'SOUTH AND ABOUT 0.08 KM (0.05 MI) WEST OF MILE MARKER NUMBER 910.
 RR0563'OWNERSHIP-NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 RR0563'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 RR0563'BUSINESS AND STATE ROUTE 6 LEADING SOUTH, LOCATED NEAR THE SOUTHWEST
 RR0563'CORNER OF MANDAN, GO WEST ON HIGHWAY 94 BUSINESS FOR 9.7 KM (6.0 MI)
 RR0563'TO THE STATION IN THE NORTHWEST QUADRANT WHERE 94 BUSINESS TURNS
 RR0563'NORTH, COUNTY ROAD 139 LEADS WEST AND A GRADED DIRT ROAD LEADS SOUTH.
 RR0563'STATION IS 35.7 M (117.1 FT) WEST FROM THE CENTER OF INTERSTATE 94
 RR0563'BUSINESS, 37.4 M (122.7 FT) NORTH FROM THE CENTER OF COUNTY ROAD 139,
 RR0563'0.31 M (1.02 FT) SOUTH FROM A WIRE GATE, 0.31 M (1.02 FT) SOUTH FROM
 RR0563'A FIBERGLASS WITNESS POST AND ABOUT 0.31 M (1.02 FT) ABOVE THE LEVEL
 RR0563'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0114 ***********************************************************************
 SL0114  DESIGNATION -  L 49
 SL0114  PID         -  SL0114
 SL0114  STATE/COUNTY-  ND/TRAILL
 SL0114  USGS QUAD   -  HALSTAD SW (1963)
 SL0114
 SL0114                         *CURRENT SURVEY CONTROL
 SL0114  ___________________________________________________________________
 SL0114* NAD 83(1986)-  47 21 12.     (N)    096 53 57.     (W)     SCALED    
 SL0114* NAVD 88     -       266.402  (meters)     874.02   (feet)  POSTED    
 SL0114  ___________________________________________________________________
 SL0114  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 SL0114  DYNAMIC HT  -         266.440 (meters)     874.15  (feet)  COMP
 SL0114  MODELED GRAV-     980,740.7   (mgal)                       NAVD 88
 SL0114
 SL0114  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SL0114
 SL0114.The horizontal coordinates were scaled from a topographic map and have
 SL0114.an estimated accuracy of +/- 6 seconds.
 SL0114
 SL0114.The orthometric height was determined by differential leveling
 SL0114.and adjusted by the National Geodetic Survey in 1992..
 SL0114.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SL0114.rate of 0.0 thru 1.0 mm/km.
 SL0114
 SL0114.The geoid height was determined by GEOID03.
 SL0114
 SL0114.The dynamic height is computed by dividing the NAVD 88
 SL0114.geopotential number by the normal gravity value computed on the
 SL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0114.degrees latitude (g = 980.6199 gals.).
 SL0114
 SL0114.The modeled gravity was interpolated from observed gravity values.
 SL0114
 SL0114;                    North         East    Units  Estimated Accuracy
 SL0114;SPC ND N     -    45,640.      871,960.      MT  (+/- 180 meters Scaled)
 SL0114
 SL0114                          SUPERSEDED SURVEY CONTROL
 SL0114
 SL0114  NGVD 29 (??/??/92)  266.04   (m)          872.8    (f) COMPUTED    2 0
 SL0114
 SL0114.Superseded values are not recommended for survey control.
 SL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0114.See file dsdata.txt to determine how the superseded data were derived.
 SL0114
 SL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT586465(NAD 83)
 SL0114_MARKER: DB = BENCH MARK DISK
 SL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0114_STAMPING: L-49 1934
 SL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0114+STABILITY: SURFACE MOTION
 SL0114
 SL0114  HISTORY     - Date     Condition        Report By
 SL0114  HISTORY     - 1934     MONUMENTED       CGS
 SL0114
 SL0114                          STATION DESCRIPTION
 SL0114
 SL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0114'3.6 MI W FROM HALSTAD.
 SL0114'3.6 MILES WEST OF INTERSECTION OF STATE HIGHWAY NO. 81 AND THIRD ST.
 SL0114'AT HALSTAD.  ALONG STATE HIGHWAY NO. 7 AT CROSS ROADS.  SET IN POST 2
 SL0114'FEET BELOW HIGHWAY LEVEL, 3 FEET WEST OF TELEPHONE POLE, 42 FEET WEST
 SL0114'OF CENTER LINE OF CROSS ROAD AND 48 FEET NORTH OF CENTER LINE OF
 SL0114'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0115 ***********************************************************************
 SL0115  DESIGNATION -  L 49 RESET
 SL0115  PID         -  SL0115
 SL0115  STATE/COUNTY-  ND/TRAILL
 SL0115  USGS QUAD   -  HALSTAD SW (1963)
 SL0115
 SL0115                         *CURRENT SURVEY CONTROL
 SL0115  ___________________________________________________________________
 SL0115* NAD 83(1986)-  47 21 12.     (N)    096 53 57.     (W)     SCALED    
 SL0115* NAVD 88     -       266.493  (meters)     874.32   (feet)  ADJUSTED  
 SL0115  ___________________________________________________________________
 SL0115  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 SL0115  DYNAMIC HT  -         266.529 (meters)     874.44  (feet)  COMP
 SL0115  MODELED GRAV-     980,740.7   (mgal)                       NAVD 88
 SL0115
 SL0115  VERT ORDER  -  SECOND    CLASS 0
 SL0115
 SL0115.The horizontal coordinates were scaled from a topographic map and have
 SL0115.an estimated accuracy of +/- 6 seconds.
 SL0115
 SL0115.The orthometric height was determined by differential leveling
 SL0115.and adjusted by the National Geodetic Survey in June 1991..
 SL0115
 SL0115.The geoid height was determined by GEOID03.
 SL0115
 SL0115.The dynamic height is computed by dividing the NAVD 88
 SL0115.geopotential number by the normal gravity value computed on the
 SL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0115.degrees latitude (g = 980.6199 gals.).
 SL0115
 SL0115.The modeled gravity was interpolated from observed gravity values.
 SL0115
 SL0115;                    North         East    Units  Estimated Accuracy
 SL0115;SPC ND N     -    45,640.      871,960.      MT  (+/- 180 meters Scaled)
 SL0115
 SL0115                          SUPERSEDED SURVEY CONTROL
 SL0115
 SL0115  NGVD 29 (??/??/92)  266.162  (m)          873.23   (f) ADJ UNCH    2 0
 SL0115
 SL0115.Superseded values are not recommended for survey control.
 SL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0115.See file dsdata.txt to determine how the superseded data were derived.
 SL0115
 SL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT586465(NAD 83)
 SL0115_MARKER: DB = BENCH MARK DISK
 SL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0115_STAMPING: L 49 RESET 1956
 SL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0115+STABILITY: SURFACE MOTION
 SL0115
 SL0115  HISTORY     - Date     Condition        Report By
 SL0115  HISTORY     - 1956     MONUMENTED       CGS
 SL0115  HISTORY     - 1964     GOOD             NGS
 SL0115
 SL0115                          STATION DESCRIPTION
 SL0115
 SL0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0115'3.5 MI W FROM HALSTAD, MINN.
 SL0115'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 7 FROM THE GREAT NORTHERN
 SL0115'RAILWAY STATION AT HALSTAD, MINNESOTA, IN S 21, T 145 N, R 49 W, 89
 SL0115'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF THE
 SL0115'CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 15 FEET SOUTH OF A POWER POLE
 SL0115'BRACED BY A GUY WIRE, 11 1/2 FEET SOUTH OF A CORNER FENCE POST, 0.7
 SL0115'FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SL0115'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0115'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0605 ***********************************************************************
 RR0605  DESIGNATION -  L 490
 RR0605  PID         -  RR0605
 RR0605  STATE/COUNTY-  ND/MORTON
 RR0605  USGS QUAD   -  DENGATE (1980)
 RR0605
 RR0605                         *CURRENT SURVEY CONTROL
 RR0605  ___________________________________________________________________
 RR0605* NAD 83(1986)-  46 51 06.     (N)    101 40 35.     (W)     SCALED    
 RR0605* NAVD 88     -       629.083  (meters)    2063.92   (feet)  ADJUSTED  
 RR0605  ___________________________________________________________________
 RR0605  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 RR0605  DYNAMIC HT  -         629.083 (meters)    2063.92  (feet)  COMP
 RR0605  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 RR0605
 RR0605  VERT ORDER  -  FIRST     CLASS II
 RR0605
 RR0605.The horizontal coordinates were scaled from a topographic map and have
 RR0605.an estimated accuracy of +/- 6 seconds.
 RR0605
 RR0605.The orthometric height was determined by differential leveling
 RR0605.and adjusted by the National Geodetic Survey in June 1991..
 RR0605
 RR0605.The geoid height was determined by GEOID03.
 RR0605
 RR0605.The dynamic height is computed by dividing the NAVD 88
 RR0605.geopotential number by the normal gravity value computed on the
 RR0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0605.degrees latitude (g = 980.6199 gals.).
 RR0605
 RR0605.The modeled gravity was interpolated from observed gravity values.
 RR0605
 RR0605;                    North         East    Units  Estimated Accuracy
 RR0605;SPC ND S     -   132,390.      510,290.      MT  (+/- 180 meters Scaled)
 RR0605
 RR0605                          SUPERSEDED SURVEY CONTROL
 RR0605
 RR0605.No superseded survey control is available for this station.
 RR0605
 RR0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS959921(NAD 83)
 RR0605_MARKER: I = METAL ROD
 RR0605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0605_SP_SET: STAINLESS STEEL ROD
 RR0605_STAMPING: L 490 1982
 RR0605_MARK LOGO: NGS   
 RR0605_PROJECTION: FLUSH
 RR0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0605_ROD/PIPE-DEPTH: 3.4  meters
 RR0605
 RR0605  HISTORY     - Date     Condition        Report By
 RR0605  HISTORY     - 1982     MONUMENTED       NGS
 RR0605
 RR0605                          STATION DESCRIPTION
 RR0605
 RR0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0605'12.7 KM (7.9 MI) EAST FROM GLEN ULLIN.
 RR0605'12.7 KM (7.9 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0605'NORTHERN RAILROAD STATION IN GLEN ULLIN, 38.0 METERS (124.7 FT) EAST
 RR0605'OF A UTILITY POLE AND 17.2 METERS (56.4 FT) NORTH OF THE CENTERLINE OF
 RR0605'THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RR0605'CAP.
 RR0605'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 RR0605'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0269 ***********************************************************************
 RS0269  DESIGNATION -  L 491
 RS0269  PID         -  RS0269
 RS0269  STATE/COUNTY-  ND/STARK
 RS0269  USGS QUAD   -  ANTELOPE (1973)
 RS0269
 RS0269                         *CURRENT SURVEY CONTROL
 RS0269  ___________________________________________________________________
 RS0269* NAD 83(1986)-  46 51 44.     (N)    102 13 24.     (W)     SCALED    
 RS0269* NAVD 88     -       762.404  (meters)    2501.32   (feet)  ADJUSTED  
 RS0269  ___________________________________________________________________
 RS0269  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 RS0269  DYNAMIC HT  -         762.399 (meters)    2501.30  (feet)  COMP
 RS0269  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 RS0269
 RS0269  VERT ORDER  -  FIRST     CLASS II
 RS0269
 RS0269.The horizontal coordinates were scaled from a topographic map and have
 RS0269.an estimated accuracy of +/- 6 seconds.
 RS0269
 RS0269.The orthometric height was determined by differential leveling
 RS0269.and adjusted by the National Geodetic Survey in June 1991..
 RS0269
 RS0269.The geoid height was determined by GEOID03.
 RS0269
 RS0269.The dynamic height is computed by dividing the NAVD 88
 RS0269.geopotential number by the normal gravity value computed on the
 RS0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0269.degrees latitude (g = 980.6199 gals.).
 RS0269
 RS0269.The modeled gravity was interpolated from observed gravity values.
 RS0269
 RS0269;                    North         East    Units  Estimated Accuracy
 RS0269;SPC ND S     -   134,340.      468,610.      MT  (+/- 180 meters Scaled)
 RS0269
 RS0269                          SUPERSEDED SURVEY CONTROL
 RS0269
 RS0269.No superseded survey control is available for this station.
 RS0269
 RS0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM116935(NAD 83)
 RS0269_MARKER: I = METAL ROD
 RS0269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0269_SP_SET: STAINLESS STEEL ROD
 RS0269_STAMPING: L 491 1982
 RS0269_MARK LOGO: NGS   
 RS0269_PROJECTION: FLUSH
 RS0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0269_ROD/PIPE-DEPTH: 9.4  meters
 RS0269
 RS0269  HISTORY     - Date     Condition        Report By
 RS0269  HISTORY     - 1982     MONUMENTED       NGS
 RS0269
 RS0269                          STATION DESCRIPTION
 RS0269
 RS0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0269'35.0 KM (21.75 MI) WEST FROM GLEN ULLIN.
 RS0269'35.0 KM (21.75 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0269'NORTHERN RAILROAD STATION IN GLEN ULLIN, 0.8 KM (0.5 MI) EAST OF THE
 RS0269'JUNCTION OF A GRAVELED ROAD LEADING NORTH, 16.6 METERS (54.5 FT) SOUTH
 RS0269'OF THE CENTERLINE OF THE ROAD, 10.5 METERS (34.4 FT) WEST OF THE
 RS0269'CENTER OF A FIELD ENTRANCE AND 2.5 METERS (8.2 FT) WEST OF A FENCE
 RS0269'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0269'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 RS0269'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0301 ***********************************************************************
 RS0301  DESIGNATION -  L 492
 RS0301  PID         -  RS0301
 RS0301  STATE/COUNTY-  ND/STARK
 RS0301  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0301
 RS0301                         *CURRENT SURVEY CONTROL
 RS0301  ___________________________________________________________________
 RS0301* NAD 83(1986)-  46 52 53.     (N)    102 45 12.     (W)     SCALED    
 RS0301* NAVD 88     -       739.521  (meters)    2426.25   (feet)  ADJUSTED  
 RS0301  ___________________________________________________________________
 RS0301  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 RS0301  DYNAMIC HT  -         739.523 (meters)    2426.25  (feet)  COMP
 RS0301  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 RS0301
 RS0301  VERT ORDER  -  FIRST     CLASS II
 RS0301
 RS0301.The horizontal coordinates were scaled from a topographic map and have
 RS0301.an estimated accuracy of +/- 6 seconds.
 RS0301
 RS0301.The orthometric height was determined by differential leveling
 RS0301.and adjusted by the National Geodetic Survey in June 1991..
 RS0301
 RS0301.The geoid height was determined by GEOID03.
 RS0301
 RS0301.The dynamic height is computed by dividing the NAVD 88
 RS0301.geopotential number by the normal gravity value computed on the
 RS0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0301.degrees latitude (g = 980.6199 gals.).
 RS0301
 RS0301.The modeled gravity was interpolated from observed gravity values.
 RS0301
 RS0301;                    North         East    Units  Estimated Accuracy
 RS0301;SPC ND S     -   137,490.      428,280.      MT  (+/- 180 meters Scaled)
 RS0301
 RS0301                          SUPERSEDED SURVEY CONTROL
 RS0301
 RS0301.No superseded survey control is available for this station.
 RS0301
 RS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM711944(NAD 83)
 RS0301_MARKER: I = METAL ROD
 RS0301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0301_SP_SET: STAINLESS STEEL ROD
 RS0301_STAMPING: L 492 1982
 RS0301_MARK LOGO: NGS   
 RS0301_PROJECTION: FLUSH
 RS0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0301_ROD/PIPE-DEPTH: 5.5  meters
 RS0301
 RS0301  HISTORY     - Date     Condition        Report By
 RS0301  HISTORY     - 1982     MONUMENTED       NGS
 RS0301
 RS0301                          STATION DESCRIPTION
 RS0301
 RS0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0301'2.5 KM (1.55 MI) EAST FROM DICKINSON.
 RS0301'2.5 KM (1.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0301'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, 64.3
 RS0301'METERS (211.0 FT) SOUTHWEST OF THE JUNCTION OF A PAVED ROAD LEADING
 RS0301'NORTH INTO A MOBILE HOME SALES PARK, 32.0 METERS (105.0 FT) NORTHWEST
 RS0301'OF THE CENTERLINE OF THE HIGHWAY AND 0.7 METER (2.3 FT) NORTHEAST OF A
 RS0301'SIGN (IDEAL MOBILE HOMES).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RS0301'A 5-INCH LOGO CAP.
 RS0301'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0347 ***********************************************************************
 RS0347  DESIGNATION -  L 493
 RS0347  PID         -  RS0347
 RS0347  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0347  USGS QUAD   -  BUFFALO GAP CAMPGROUND (1979)
 RS0347
 RS0347                         *CURRENT SURVEY CONTROL
 RS0347  ___________________________________________________________________
 RS0347* NAD 83(1986)-  46 57 10.     (N)    103 42 27.     (W)     SCALED    
 RS0347* NAVD 88     -       809.869  (meters)    2657.05   (feet)  ADJUSTED  
 RS0347  ___________________________________________________________________
 RS0347  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 RS0347  DYNAMIC HT  -         809.870 (meters)    2657.05  (feet)  COMP
 RS0347  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 RS0347
 RS0347  VERT ORDER  -  FIRST     CLASS II
 RS0347
 RS0347.The horizontal coordinates were scaled from a topographic map and have
 RS0347.an estimated accuracy of +/- 6 seconds.
 RS0347
 RS0347.The orthometric height was determined by differential leveling
 RS0347.and adjusted by the National Geodetic Survey in June 1991..
 RS0347
 RS0347.The geoid height was determined by GEOID03.
 RS0347
 RS0347.The dynamic height is computed by dividing the NAVD 88
 RS0347.geopotential number by the normal gravity value computed on the
 RS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0347.degrees latitude (g = 980.6199 gals.).
 RS0347
 RS0347.The modeled gravity was interpolated from observed gravity values.
 RS0347
 RS0347;                    North         East    Units  Estimated Accuracy
 RS0347;SPC ND S     -   147,940.      355,920.      MT  (+/- 180 meters Scaled)
 RS0347
 RS0347                          SUPERSEDED SURVEY CONTROL
 RS0347
 RS0347.No superseded survey control is available for this station.
 RS0347
 RS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN983007(NAD 83)
 RS0347_MARKER: I = METAL ROD
 RS0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0347_SP_SET: STAINLESS STEEL ROD
 RS0347_STAMPING: L 493 1982
 RS0347_MARK LOGO: NGS   
 RS0347_PROJECTION: FLUSH
 RS0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0347_ROD/PIPE-DEPTH: 4.9  meters
 RS0347
 RS0347  HISTORY     - Date     Condition        Report By
 RS0347  HISTORY     - 1982     MONUMENTED       NGS
 RS0347
 RS0347                          STATION DESCRIPTION
 RS0347
 RS0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0347'41.6 KM (25.85 MI) WEST FROM BELFIELD.
 RS0347'41.6 KM (25.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0347'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.6 KM (0.35 MI) EAST OF
 RS0347'MILEPOST 16 AND 47.9 METERS (157.2 FT) NORTH OF THE CENTERLINE OF THE
 RS0347'WEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0347'THROUGH A 5-INCH LOGO CAP.
 RS0347'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0347'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0327 ***********************************************************************
 RS0327  DESIGNATION -  L 494
 RS0327  PID         -  RS0327
 RS0327  STATE/COUNTY-  ND/BILLINGS
 RS0327  USGS QUAD   -  FRYBURG NE (1981)
 RS0327
 RS0327                         *CURRENT SURVEY CONTROL
 RS0327  ___________________________________________________________________
 RS0327* NAD 83(1986)-  46 53 33.     (N)    103 20 02.     (W)     SCALED    
 RS0327* NAVD 88     -       858.166  (meters)    2815.50   (feet)  ADJUSTED  
 RS0327  ___________________________________________________________________
 RS0327  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 RS0327  DYNAMIC HT  -         858.144 (meters)    2815.43  (feet)  COMP
 RS0327  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 RS0327
 RS0327  VERT ORDER  -  FIRST     CLASS II
 RS0327
 RS0327.The horizontal coordinates were scaled from a topographic map and have
 RS0327.an estimated accuracy of +/- 6 seconds.
 RS0327
 RS0327.The orthometric height was determined by differential leveling
 RS0327.and adjusted by the National Geodetic Survey in June 1991..
 RS0327
 RS0327.The geoid height was determined by GEOID03.
 RS0327
 RS0327.The dynamic height is computed by dividing the NAVD 88
 RS0327.geopotential number by the normal gravity value computed on the
 RS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0327.degrees latitude (g = 980.6199 gals.).
 RS0327
 RS0327.The modeled gravity was interpolated from observed gravity values.
 RS0327
 RS0327;                    North         East    Units  Estimated Accuracy
 RS0327;SPC ND S     -   140,160.      384,090.      MT  (+/- 180 meters Scaled)
 RS0327
 RS0327                          SUPERSEDED SURVEY CONTROL
 RS0327
 RS0327.No superseded survey control is available for this station.
 RS0327
 RS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM269945(NAD 83)
 RS0327_MARKER: I = METAL ROD
 RS0327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0327_SP_SET: STAINLESS STEEL ROD
 RS0327_STAMPING: L 494 1982
 RS0327_MARK LOGO: NGS   
 RS0327_PROJECTION: FLUSH
 RS0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0327_ROD/PIPE-DEPTH: 7.0  meters
 RS0327
 RS0327  HISTORY     - Date     Condition        Report By
 RS0327  HISTORY     - 1982     MONUMENTED       NGS
 RS0327
 RS0327                          STATION DESCRIPTION
 RS0327
 RS0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0327'11.0 KM (6.85 MI) WEST FROM BELFIELD.
 RS0327'11.0 KM (6.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0327'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.8 KM (0.5 MI) WEST OF
 RS0327'MILEPOST 34, 37.6 METERS (123.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 RS0327'WEST BOUND LANES OF THE HIGHWAY AND 27.4 METERS (89.9 FT) NORTHEAST OF
 RS0327'THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (PAINTED CANYON VISITORS
 RS0327'CENTER 2.5 MILES).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RS0327'LOGO CAP.
 RS0327'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 RS0327'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0518 ***********************************************************************
 RQ0518  DESIGNATION -  L 496
 RQ0518  PID         -  RQ0518
 RQ0518  STATE/COUNTY-  ND/BARNES
 RQ0518  USGS QUAD   -  ECKELSON (1970)
 RQ0518
 RQ0518                         *CURRENT SURVEY CONTROL
 RQ0518  ___________________________________________________________________
 RQ0518* NAD 83(1986)-  46 53 56.     (N)    098 18 40.     (W)     SCALED    
 RQ0518* NAVD 88     -       446.538  (meters)    1465.02   (feet)  ADJUSTED  
 RQ0518  ___________________________________________________________________
 RQ0518  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 RQ0518  DYNAMIC HT  -         446.565 (meters)    1465.11  (feet)  COMP
 RQ0518  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
 RQ0518
 RQ0518  VERT ORDER  -  FIRST     CLASS II
 RQ0518
 RQ0518.The horizontal coordinates were scaled from a topographic map and have
 RQ0518.an estimated accuracy of +/- 6 seconds.
 RQ0518
 RQ0518.The orthometric height was determined by differential leveling
 RQ0518.and adjusted by the National Geodetic Survey in June 1991..
 RQ0518
 RQ0518.The geoid height was determined by GEOID03.
 RQ0518
 RQ0518.The dynamic height is computed by dividing the NAVD 88
 RQ0518.geopotential number by the normal gravity value computed on the
 RQ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0518.degrees latitude (g = 980.6199 gals.).
 RQ0518
 RQ0518.The modeled gravity was interpolated from observed gravity values.
 RQ0518
 RQ0518;                    North         East    Units  Estimated Accuracy
 RQ0518;SPC ND S     -   139,290.      766,760.      MT  (+/- 180 meters Scaled)
 RQ0518
 RQ0518                          SUPERSEDED SURVEY CONTROL
 RQ0518
 RQ0518.No superseded survey control is available for this station.
 RQ0518
 RQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS524941(NAD 83)
 RQ0518_MARKER: I = METAL ROD
 RQ0518_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0518_SP_SET: STAINLESS STEEL ROD
 RQ0518_STAMPING: L 496 1982
 RQ0518_MARK LOGO: NGS   
 RQ0518_PROJECTION: FLUSH
 RQ0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0518_ROD/PIPE-DEPTH: 7.3  meters
 RQ0518
 RQ0518  HISTORY     - Date     Condition        Report By
 RQ0518  HISTORY     - 1982     MONUMENTED       NGS
 RQ0518
 RQ0518                          STATION DESCRIPTION
 RQ0518
 RQ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0518'8.4 KM (5.2 MI) SW FROM SANBORN.
 RQ0518'9.1 KM (5.65 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE
 RQ0518'HIGHWAY 1 OVERPASS (EXIT 66) ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF
 RQ0518'SANBORN TO THE MARK, AT AN OFFSET IN THE FENCE LINE AND NEAR A FIELD
 RQ0518'ENTRANCE ROAD, 45.72 METERS (150.0 FT) SOUTHEAST OF THE CENTERLINE OF
 RQ0518'INTERSTATE HIGHWAY 94 EASTBOUND, 9.91 METERS (32.5 FT) EAST OF THE
 RQ0518'NORTHEAST CORNER FENCE POST, 6.71 METERS (22.0 FT) NORTHEAST OF THE
 RQ0518'CENTER OF A GATE AT THE FIELD ENTRANCE, AND 0.30 METERS (1.0 FT)
 RQ0518'NORTHWEST OF THE EAST-WEST FENCE LINE.  NOTE, THE ROD DRIVING RATE
 RQ0518'EXCEEDED 7 SECONDS PER FOOT.
 RQ0518'THE MARK IS 0.49 METERS  W FROM A WITNESS POST.
 RQ0518'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0652 ***********************************************************************
 RP0652  DESIGNATION -  L 497
 RP0652  PID         -  RP0652
 RP0652  STATE/COUNTY-  ND/CASS
 RP0652  USGS QUAD   -  TOWER CITY (1967)
 RP0652
 RP0652                         *CURRENT SURVEY CONTROL
 RP0652  ___________________________________________________________________
 RP0652* NAD 83(1986)-  46 52 58.     (N)    097 37 46.     (W)     SCALED    
 RP0652* NAVD 88     -       353.103  (meters)    1158.47   (feet)  ADJUSTED  
 RP0652  ___________________________________________________________________
 RP0652  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 RP0652  DYNAMIC HT  -         353.131 (meters)    1158.56  (feet)  COMP
 RP0652  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 RP0652
 RP0652  VERT ORDER  -  FIRST     CLASS II
 RP0652
 RP0652.The horizontal coordinates were scaled from a topographic map and have
 RP0652.an estimated accuracy of +/- 6 seconds.
 RP0652
 RP0652.The orthometric height was determined by differential leveling
 RP0652.and adjusted by the National Geodetic Survey in June 1991..
 RP0652
 RP0652.The geoid height was determined by GEOID03.
 RP0652
 RP0652.The dynamic height is computed by dividing the NAVD 88
 RP0652.geopotential number by the normal gravity value computed on the
 RP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0652.degrees latitude (g = 980.6199 gals.).
 RP0652
 RP0652.The modeled gravity was interpolated from observed gravity values.
 RP0652
 RP0652;                    North         East    Units  Estimated Accuracy
 RP0652;SPC ND S     -   139,180.      818,740.      MT  (+/- 180 meters Scaled)
 RP0652
 RP0652                          SUPERSEDED SURVEY CONTROL
 RP0652
 RP0652.No superseded survey control is available for this station.
 RP0652
 RP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS044930(NAD 83)
 RP0652_MARKER: I = METAL ROD
 RP0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0652_SP_SET: STAINLESS STEEL ROD
 RP0652_STAMPING: L 497 1982
 RP0652_MARK LOGO: NGS   
 RP0652_PROJECTION: FLUSH
 RP0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0652_ROD/PIPE-DEPTH: 7.9  meters
 RP0652
 RP0652  HISTORY     - Date     Condition        Report By
 RP0652  HISTORY     - 1982     MONUMENTED       NGS
 RP0652
 RP0652                          STATION DESCRIPTION
 RP0652
 RP0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0652'5.7 KM (3.55 MI) SE FROM TOWER CITY.
 RP0652'5.7 KM (3.55 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0652'JUNCTION OF THE TOWER CITY INTERCHANGE, ALSO, 5.8 KM (3.6 MI)
 RP0652'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE BUFFALO-ALICE
 RP0652'INTERCHANGE (STATE ROUTE 38), SET AT THREE BRACED FENCE POST,
 RP0652'47.4 METERS (155.5 FT) SOUTHWEST OF THE CENTERLINE OF THE TWO
 RP0652'EASTBOUND LANES, 0.6 METER (2.0 FT) NORTHEAST OF THE CENTER ONE OF
 RP0652'THREE BRACED FENCE POST, AND 0.6 METER (2.0 FT) NORTHEAST OF A
 RP0652'RIGHT-OF-WAY FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RP0652'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 RP0652'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0677 ***********************************************************************
 RP0677  DESIGNATION -  L 498
 RP0677  PID         -  RP0677
 RP0677  STATE/COUNTY-  ND/CASS
 RP0677  USGS QUAD   -  CASSELTON (1961)
 RP0677
 RP0677                         *CURRENT SURVEY CONTROL
 RP0677  ___________________________________________________________________
 RP0677* NAD 83(1986)-  46 52 32.     (N)    097 14 33.     (W)     SCALED    
 RP0677* NAVD 88     -       286.359  (meters)     939.50   (feet)  ADJUSTED  
 RP0677  ___________________________________________________________________
 RP0677  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RP0677  DYNAMIC HT  -         286.384 (meters)     939.58  (feet)  COMP
 RP0677  MODELED GRAV-     980,693.5   (mgal)                       NAVD 88
 RP0677
 RP0677  VERT ORDER  -  FIRST     CLASS II
 RP0677
 RP0677.The horizontal coordinates were scaled from a topographic map and have
 RP0677.an estimated accuracy of +/- 6 seconds.
 RP0677
 RP0677.The orthometric height was determined by differential leveling
 RP0677.and adjusted by the National Geodetic Survey in June 1991..
 RP0677
 RP0677.The geoid height was determined by GEOID03.
 RP0677
 RP0677.The dynamic height is computed by dividing the NAVD 88
 RP0677.geopotential number by the normal gravity value computed on the
 RP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0677.degrees latitude (g = 980.6199 gals.).
 RP0677
 RP0677.The modeled gravity was interpolated from observed gravity values.
 RP0677
 RP0677;                    North         East    Units  Estimated Accuracy
 RP0677;SPC ND S     -   139,520.      848,240.      MT  (+/- 180 meters Scaled)
 RP0677
 RP0677                          SUPERSEDED SURVEY CONTROL
 RP0677
 RP0677.No superseded survey control is available for this station.
 RP0677
 RP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS339928(NAD 83)
 RP0677_MARKER: I = METAL ROD
 RP0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0677_SP_SET: STAINLESS STEEL ROD
 RP0677_STAMPING: L 498 1982
 RP0677_MARK LOGO: NGS   
 RP0677_PROJECTION: FLUSH
 RP0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0677_ROD/PIPE-DEPTH: 14.3 meters
 RP0677
 RP0677  HISTORY     - Date     Condition        Report By
 RP0677  HISTORY     - 1982     MONUMENTED       NGS
 RP0677
 RP0677                          STATION DESCRIPTION
 RP0677
 RP0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0677'4.0 KM (2.5 MI) SW FROM CASSELTON.
 RP0677'2.6 KM (1.6 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE CASSELTON
 RP0677'INTERCHANGE (STATE ROUTE 18) WHICH IS 2.9 KM (1.8 MI) SOUTH OF
 RP0677'CASSELTON, AT A POWERLINE POLE AND AT A SECTION LINE ROAD, 64.9 METERS
 RP0677'(213.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND,
 RP0677'11.3 METERS (37.0 FT) WEST OF THE CENTER OF A WIRE GATE, 1.7 METERS
 RP0677'(5.5 FT) NORTH OF A POWERLINE POLE WITH TWO GUY WIRES ATTACHED AND
 RP0677'LINES CROSSING THE HIGHWAY, 0.6 METER (2.0 FT) NORTH OF A FENCE POST,
 RP0677'AND 0.4 METER (1.5 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 RP0677'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RP0677'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0702 ***********************************************************************
 RP0702  DESIGNATION -  L 499
 RP0702  PID         -  RP0702
 RP0702  STATE/COUNTY-  ND/CASS
 RP0702  USGS QUAD   -  WEST FARGO SOUTH (1976)
 RP0702
 RP0702                         *CURRENT SURVEY CONTROL
 RP0702  ___________________________________________________________________
 RP0702* NAD 83(1986)-  46 50 51.     (N)    096 54 01.     (W)     SCALED    
 RP0702* NAVD 88     -       277.707  (meters)     911.11   (feet)  ADJUSTED  
 RP0702  ___________________________________________________________________
 RP0702  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 RP0702  DYNAMIC HT  -         277.734 (meters)     911.20  (feet)  COMP
 RP0702  MODELED GRAV-     980,703.9   (mgal)                       NAVD 88
 RP0702
 RP0702  VERT ORDER  -  FIRST     CLASS II
 RP0702
 RP0702.The horizontal coordinates were scaled from a topographic map and have
 RP0702.an estimated accuracy of +/- 6 seconds.
 RP0702
 RP0702.The orthometric height was determined by differential leveling
 RP0702.and adjusted by the National Geodetic Survey in June 1991..
 RP0702
 RP0702.The geoid height was determined by GEOID03.
 RP0702
 RP0702.The dynamic height is computed by dividing the NAVD 88
 RP0702.geopotential number by the normal gravity value computed on the
 RP0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0702.degrees latitude (g = 980.6199 gals.).
 RP0702
 RP0702.The modeled gravity was interpolated from observed gravity values.
 RP0702
 RP0702;                    North         East    Units  Estimated Accuracy
 RP0702;SPC ND S     -   137,550.      874,450.      MT  (+/- 180 meters Scaled)
 RP0702
 RP0702                          SUPERSEDED SURVEY CONTROL
 RP0702
 RP0702.No superseded survey control is available for this station.
 RP0702
 RP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS600903(NAD 83)
 RP0702_MARKER: I = METAL ROD
 RP0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0702_SP_SET: STAINLESS STEEL ROD
 RP0702_STAMPING: L 499 1982
 RP0702_MARK LOGO: NGS   
 RP0702_PROJECTION: FLUSH
 RP0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0702_ROD/PIPE-DEPTH: 9.7  meters
 RP0702
 RP0702  HISTORY     - Date     Condition        Report By
 RP0702  HISTORY     - 1982     MONUMENTED       NGS
 RP0702
 RP0702                          STATION DESCRIPTION
 RP0702
 RP0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0702'2.9 KM (1.8 MI) SOUTH FROM WEST FARGO.
 RP0702'4.9 KM (3.05 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE BUSINESS
 RP0702'ROUTE OVERPASS (EXIT 85) THAT LEADS TO WEST FARGO (U.S. HIGHWAY 10 AND
 RP0702'52 AND WEST MAIN AVENUE) ON THE WEST SIDE OF WEST FARGO, ALSO, 4.5 KM
 RP0702'(2.8 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE INTERSECTION WITH
 RP0702'INTERSTATE HIGHWAY 29 (OVERPASS) IN FARGO, IN THE HIGHWAY MEDIAN ON
 RP0702'THE EAST SIDE OF THE SHEYENNE RIVER, BY THE GUARD RAIL AT THE EAST END
 RP0702'OF THE BRIDGE ON THE WESTBOUND LANES OF THE HIGHWAY, 6.10 METERS
 RP0702'(20.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 WESTBOUND,
 RP0702'16.76 METERS (55.0 FT) NORTH OF THE CENTERLINE OF INTERSTATE HIGHWAY
 RP0702'94 EASTBOUND, 6.25 METERS (20.5 FT) EAST OF THE SOUTHEAST CORNER OF
 RP0702'THE BRIDGE ON INTERSTATE HIGHWAY 94 WESTBOUND, 11.73 METERS (38.5 FT)
 RP0702'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ON INTERSTATE
 RP0702'HIGHWAY 94 EASTBOUND, AND 0.91 METERS (3.0 FT) SOUTH OF THE SOUTH
 RP0702'GUARD RAIL ON INTERSTATE HIGHWAY 94 WESTBOUND.
 RP0702'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 RP0702'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0297 ***********************************************************************
 TG0297  DESIGNATION -  L 5 B 1
 TG0297  PID         -  TG0297
 TG0297  STATE/COUNTY-  ND/WARD
 TG0297  USGS QUAD   -  BOWBELLS SE (1949)
 TG0297
 TG0297                         *CURRENT SURVEY CONTROL
 TG0297  ___________________________________________________________________
 TG0297* NAD 83(1986)-  48 45 38.     (N)    102 04 42.     (W)     SCALED    
 TG0297* NAVD 88     -       586.629  (meters)    1924.63   (feet)  ADJUSTED  
 TG0297  ___________________________________________________________________
 TG0297  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TG0297  DYNAMIC HT  -         586.748 (meters)    1925.02  (feet)  COMP
 TG0297  MODELED GRAV-     980,794.5   (mgal)                       NAVD 88
 TG0297
 TG0297  VERT ORDER  -  SECOND    CLASS 0
 TG0297
 TG0297.The horizontal coordinates were scaled from a topographic map and have
 TG0297.an estimated accuracy of +/- 6 seconds.
 TG0297
 TG0297.The orthometric height was determined by differential leveling
 TG0297.and adjusted by the National Geodetic Survey in June 1991..
 TG0297
 TG0297.The geoid height was determined by GEOID03.
 TG0297
 TG0297.The dynamic height is computed by dividing the NAVD 88
 TG0297.geopotential number by the normal gravity value computed on the
 TG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0297.degrees latitude (g = 980.6199 gals.).
 TG0297
 TG0297.The modeled gravity was interpolated from observed gravity values.
 TG0297
 TG0297;                    North         East    Units  Estimated Accuracy
 TG0297;SPC ND N     -   196,940.      483,970.      MT  (+/- 180 meters Scaled)
 TG0297
 TG0297                          SUPERSEDED SURVEY CONTROL
 TG0297
 TG0297  NGVD 29 (??/??/92)  586.225  (m)         1923.31   (f) ADJ UNCH    2 0
 TG0297
 TG0297.Superseded values are not recommended for survey control.
 TG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0297.See file dsdata.txt to determine how the superseded data were derived.
 TG0297
 TG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ147049(NAD 83)
 TG0297_MARKER: DD = SURVEY DISK
 TG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0297+STABILITY: SURFACE MOTION
 TG0297
 TG0297  HISTORY     - Date     Condition        Report By
 TG0297  HISTORY     - UNK      MONUMENTED       DOD
 TG0297  HISTORY     - 1963     GOOD             NGS
 TG0297
 TG0297                          STATION DESCRIPTION
 TG0297
 TG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0297'11.3 MI SE FROM BOWBELLS.
 TG0297'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0297'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0297'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 0.4 MILES EAST
 TG0297'ALONG STATE HIGHWAY 5, THENCE 0.2 MILES SOUTH ACROSS A CULTIVATED
 TG0297'FIELD, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TG0297'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TG0297'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0296 ***********************************************************************
 TG0296  DESIGNATION -  L 5 B 2
 TG0296  PID         -  TG0296
 TG0296  STATE/COUNTY-  ND/WARD
 TG0296  USGS QUAD   -  BOWBELLS SE (1949)
 TG0296
 TG0296                         *CURRENT SURVEY CONTROL
 TG0296  ___________________________________________________________________
 TG0296* NAD 83(1986)-  48 45 48.     (N)    102 04 42.     (W)     SCALED    
 TG0296* NAVD 88     -       585.390  (meters)    1920.57   (feet)  ADJUSTED  
 TG0296  ___________________________________________________________________
 TG0296  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 TG0296  DYNAMIC HT  -         585.509 (meters)    1920.96  (feet)  COMP
 TG0296  MODELED GRAV-     980,794.8   (mgal)                       NAVD 88
 TG0296
 TG0296  VERT ORDER  -  SECOND    CLASS 0
 TG0296
 TG0296.The horizontal coordinates were scaled from a topographic map and have
 TG0296.an estimated accuracy of +/- 6 seconds.
 TG0296
 TG0296.The orthometric height was determined by differential leveling
 TG0296.and adjusted by the National Geodetic Survey in June 1991..
 TG0296
 TG0296.The geoid height was determined by GEOID03.
 TG0296
 TG0296.The dynamic height is computed by dividing the NAVD 88
 TG0296.geopotential number by the normal gravity value computed on the
 TG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0296.degrees latitude (g = 980.6199 gals.).
 TG0296
 TG0296.The modeled gravity was interpolated from observed gravity values.
 TG0296
 TG0296;                    North         East    Units  Estimated Accuracy
 TG0296;SPC ND N     -   197,250.      483,970.      MT  (+/- 180 meters Scaled)
 TG0296
 TG0296                          SUPERSEDED SURVEY CONTROL
 TG0296
 TG0296  NGVD 29 (??/??/92)  584.986  (m)         1919.24   (f) ADJ UNCH    2 0
 TG0296
 TG0296.Superseded values are not recommended for survey control.
 TG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0296.See file dsdata.txt to determine how the superseded data were derived.
 TG0296
 TG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ146052(NAD 83)
 TG0296_MARKER: DD = SURVEY DISK
 TG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0296+STABILITY: SURFACE MOTION
 TG0296
 TG0296  HISTORY     - Date     Condition        Report By
 TG0296  HISTORY     - UNK      MONUMENTED       DOD
 TG0296  HISTORY     - 1963     GOOD             NGS
 TG0296
 TG0296                          STATION DESCRIPTION
 TG0296
 TG0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0296'11.1 MI SE FROM BOWBELLS.
 TG0296'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0296'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0296'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 0.4 MILES EAST
 TG0296'ALONG STATE HIGHWAY 5, IN SECTION 22, T 161 N, R 88 W, 130 FEET SOUTH
 TG0296'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF A FENCE AND THE
 TG0296'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TG0296'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0299 ***********************************************************************
 TG0299  DESIGNATION -  L 5 Z
 TG0299  PID         -  TG0299
 TG0299  STATE/COUNTY-  ND/WARD
 TG0299  USGS QUAD   -  BOWBELLS SE (1949)
 TG0299
 TG0299                         *CURRENT SURVEY CONTROL
 TG0299  ___________________________________________________________________
 TG0299* NAD 83(1986)-  48 45 51.     (N)    102 04 33.     (W)     SCALED    
 TG0299* NAVD 88     -       583.460  (meters)    1914.23   (feet)  ADJUSTED  
 TG0299  ___________________________________________________________________
 TG0299  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG0299  DYNAMIC HT  -         583.579 (meters)    1914.63  (feet)  COMP
 TG0299  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TG0299
 TG0299  VERT ORDER  -  SECOND    CLASS 0
 TG0299
 TG0299.The horizontal coordinates were scaled from a topographic map and have
 TG0299.an estimated accuracy of +/- 6 seconds.
 TG0299
 TG0299.The orthometric height was determined by differential leveling
 TG0299.and adjusted by the National Geodetic Survey in June 1991..
 TG0299
 TG0299.The geoid height was determined by GEOID03.
 TG0299
 TG0299.The dynamic height is computed by dividing the NAVD 88
 TG0299.geopotential number by the normal gravity value computed on the
 TG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0299.degrees latitude (g = 980.6199 gals.).
 TG0299
 TG0299.The modeled gravity was interpolated from observed gravity values.
 TG0299
 TG0299;                    North         East    Units  Estimated Accuracy
 TG0299;SPC ND N     -   197,340.      484,160.      MT  (+/- 180 meters Scaled)
 TG0299
 TG0299                          SUPERSEDED SURVEY CONTROL
 TG0299
 TG0299  NGVD 29 (??/??/92)  583.057  (m)         1912.91   (f) ADJ UNCH    2 0
 TG0299
 TG0299.Superseded values are not recommended for survey control.
 TG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0299.See file dsdata.txt to determine how the superseded data were derived.
 TG0299
 TG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ148053(NAD 83)
 TG0299_MARKER: DS = TRIANGULATION STATION DISK
 TG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0299_STAMPING: L 5 Z 1963
 TG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0299+STABILITY: SURFACE MOTION
 TG0299
 TG0299  HISTORY     - Date     Condition        Report By
 TG0299  HISTORY     - 1963     MONUMENTED       CGS
 TG0299
 TG0299                          STATION DESCRIPTION
 TG0299
 TG0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0299'11.3 MI SE FROM BOWBELLS.
 TG0299'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0299'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0299'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 0.5 MILES EAST
 TG0299'ALONG STATE HIGHWAY 5, THENCE 0.1 MILES NORTH ALONG A FENCE LINE
 TG0299'BETWEEN TWO FIELDS, 3 1/2 FEET WEST OF THE FENCE, 6.0 FEET NORTHWEST
 TG0299'OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST 1 FOOT
 TG0299'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0300 ***********************************************************************
 TG0300  DESIGNATION -  L 5 Z RM 1
 TG0300  PID         -  TG0300
 TG0300  STATE/COUNTY-  ND/WARD
 TG0300  USGS QUAD   -  BOWBELLS SE (1949)
 TG0300
 TG0300                         *CURRENT SURVEY CONTROL
 TG0300  ___________________________________________________________________
 TG0300* NAD 83(1986)-  48 45 51.     (N)    102 04 34.     (W)     SCALED    
 TG0300* NAVD 88     -       583.444  (meters)    1914.18   (feet)  ADJUSTED  
 TG0300  ___________________________________________________________________
 TG0300  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG0300  DYNAMIC HT  -         583.563 (meters)    1914.57  (feet)  COMP
 TG0300  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TG0300
 TG0300  VERT ORDER  -  SECOND    CLASS 0
 TG0300
 TG0300.The horizontal coordinates were scaled from a topographic map and have
 TG0300.an estimated accuracy of +/- 6 seconds.
 TG0300
 TG0300.The orthometric height was determined by differential leveling
 TG0300.and adjusted by the National Geodetic Survey in June 1991..
 TG0300
 TG0300.The geoid height was determined by GEOID03.
 TG0300
 TG0300.The dynamic height is computed by dividing the NAVD 88
 TG0300.geopotential number by the normal gravity value computed on the
 TG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0300.degrees latitude (g = 980.6199 gals.).
 TG0300
 TG0300.The modeled gravity was interpolated from observed gravity values.
 TG0300
 TG0300;                    North         East    Units  Estimated Accuracy
 TG0300;SPC ND N     -   197,340.      484,140.      MT  (+/- 180 meters Scaled)
 TG0300
 TG0300                          SUPERSEDED SURVEY CONTROL
 TG0300
 TG0300  NGVD 29 (??/??/92)  583.041  (m)         1912.86   (f) ADJ UNCH    2 0
 TG0300
 TG0300.Superseded values are not recommended for survey control.
 TG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0300.See file dsdata.txt to determine how the superseded data were derived.
 TG0300
 TG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ148053(NAD 83)
 TG0300_MARKER: DR = REFERENCE MARK DISK
 TG0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG0300_STAMPING: L 5 Z NO 1 1963
 TG0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0300
 TG0300  HISTORY     - Date     Condition        Report By
 TG0300  HISTORY     - 1963     MONUMENTED       CGS
 TG0300
 TG0300                          STATION DESCRIPTION
 TG0300
 TG0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0300'11.3 MI SE FROM BOWBELLS.
 TG0300'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0300'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0300'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 0.5 MILES EAST
 TG0300'ALONG STATE HIGHWAY 5, THENCE 0.1 MILES NORTH ALONG A FENCE LINE
 TG0300'BETWEEN TWO FIELDS, 34.0 FEET NORTH OF L 5 Z 1963, 1 FOOT WEST OF THE
 TG0300'FENCE AND SET ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0298 ***********************************************************************
 TG0298  DESIGNATION -  L 5 Z RM 2
 TG0298  PID         -  TG0298
 TG0298  STATE/COUNTY-  ND/WARD
 TG0298  USGS QUAD   -  BOWBELLS SE (1949)
 TG0298
 TG0298                         *CURRENT SURVEY CONTROL
 TG0298  ___________________________________________________________________
 TG0298* NAD 83(1986)-  48 45 52.     (N)    102 04 33.     (W)     SCALED    
 TG0298* NAVD 88     -       584.127  (meters)    1916.42   (feet)  ADJUSTED  
 TG0298  ___________________________________________________________________
 TG0298  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TG0298  DYNAMIC HT  -         584.246 (meters)    1916.81  (feet)  COMP
 TG0298  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TG0298
 TG0298  VERT ORDER  -  SECOND    CLASS 0
 TG0298
 TG0298.The horizontal coordinates were scaled from a topographic map and have
 TG0298.an estimated accuracy of +/- 6 seconds.
 TG0298
 TG0298.The orthometric height was determined by differential leveling
 TG0298.and adjusted by the National Geodetic Survey in June 1991..
 TG0298
 TG0298.The geoid height was determined by GEOID03.
 TG0298
 TG0298.The dynamic height is computed by dividing the NAVD 88
 TG0298.geopotential number by the normal gravity value computed on the
 TG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0298.degrees latitude (g = 980.6199 gals.).
 TG0298
 TG0298.The modeled gravity was interpolated from observed gravity values.
 TG0298
 TG0298;                    North         East    Units  Estimated Accuracy
 TG0298;SPC ND N     -   197,370.      484,160.      MT  (+/- 180 meters Scaled)
 TG0298
 TG0298                          SUPERSEDED SURVEY CONTROL
 TG0298
 TG0298  NGVD 29 (??/??/92)  583.723  (m)         1915.10   (f) ADJ UNCH    2 0
 TG0298
 TG0298.Superseded values are not recommended for survey control.
 TG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0298.See file dsdata.txt to determine how the superseded data were derived.
 TG0298
 TG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ148053(NAD 83)
 TG0298_MARKER: DR = REFERENCE MARK DISK
 TG0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG0298_STAMPING: L 5 Z NO 2 1963
 TG0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0298
 TG0298  HISTORY     - Date     Condition        Report By
 TG0298  HISTORY     - 1963     MONUMENTED       CGS
 TG0298
 TG0298                          STATION DESCRIPTION
 TG0298
 TG0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0298'11.3 MI SE FROM BOWBELLS.
 TG0298'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0298'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0298'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 0.5 MILES EAST
 TG0298'ALONG STATE HIGHWAY 5, THENCE 0.1 MILES NORTH ALONG A FENCE LINE
 TG0298'BETWEEN TWO FIELDS, 50.0 FEET SOUTH OF L 5 Z 1963, 1 FOOT WEST OF THE
 TG0298'FENCE AND SET ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0477 ***********************************************************************
 SL0477  DESIGNATION -  L 50
 SL0477  PID         -  SL0477
 SL0477  STATE/COUNTY-  ND/CASS
 SL0477  USGS QUAD   -  HUNTER (1967)
 SL0477
 SL0477                         *CURRENT SURVEY CONTROL
 SL0477  ___________________________________________________________________
 SL0477* NAD 83(1986)-  47 11 21.     (N)    097 13 05.     (W)     SCALED    
 SL0477* NAVD 88     -       298.491  (meters)     979.30   (feet)  ADJUSTED  
 SL0477  ___________________________________________________________________
 SL0477  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL0477  DYNAMIC HT  -         298.526 (meters)     979.41  (feet)  COMP
 SL0477  MODELED GRAV-     980,721.1   (mgal)                       NAVD 88
 SL0477
 SL0477  VERT ORDER  -  SECOND    CLASS 0
 SL0477
 SL0477.The horizontal coordinates were scaled from a topographic map and have
 SL0477.an estimated accuracy of +/- 6 seconds.
 SL0477
 SL0477.The orthometric height was determined by differential leveling
 SL0477.and adjusted by the National Geodetic Survey in June 1991..
 SL0477
 SL0477.The geoid height was determined by GEOID03.
 SL0477
 SL0477.The dynamic height is computed by dividing the NAVD 88
 SL0477.geopotential number by the normal gravity value computed on the
 SL0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0477.degrees latitude (g = 980.6199 gals.).
 SL0477
 SL0477.The modeled gravity was interpolated from observed gravity values.
 SL0477
 SL0477;                    North         East    Units  Estimated Accuracy
 SL0477;SPC ND S     -   174,430.      848,650.      MT  (+/- 180 meters Scaled)
 SL0477
 SL0477                          SUPERSEDED SURVEY CONTROL
 SL0477
 SL0477  NGVD 29 (??/??/92)  298.155  (m)          978.20   (f) ADJ UNCH    2 0
 SL0477
 SL0477.Superseded values are not recommended for survey control.
 SL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0477.See file dsdata.txt to determine how the superseded data were derived.
 SL0477
 SL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT349277(NAD 83)
 SL0477_MARKER: DB = BENCH MARK DISK
 SL0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0477_STAMPING: L-50 -- 1934
 SL0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0477+STABILITY: SURFACE MOTION
 SL0477
 SL0477  HISTORY     - Date     Condition        Report By
 SL0477  HISTORY     - 1934     MONUMENTED       CGS
 SL0477  HISTORY     - 1941     GOOD             NGS
 SL0477
 SL0477                          STATION DESCRIPTION
 SL0477
 SL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0477'IN HUNTER.
 SL0477'IN THE CITY PARK.  125 YARDS SOUTH OF THE MAIN STREET CROSSING THE
 SL0477'TRACK AT HUNTER.  313 FT. SOUTH OF THE SOUTH WALL OF THE RAILWAY
 SL0477'STATION.  131 FT. SOUTH OF NORTH END OF A HEDGE ALONG THE EAST EDGE OF
 SL0477'CITY PARK.  125 FT. EAST OF CENTERLINE OF STATE HY. NO. 18.  74.8 FT.
 SL0477'WEST OF WEST RAIL OF TRACK.  4 FT. WEST OF POWER LINE POLE.  1 FT.
 SL0477'EAST OF CENTERLINE OF HEDGE.  STANDARD TABLET SET IN TOP OF CONCRETE
 SL0477'POST 2 IN. HIGH.
 SL0477
 SL0477                          STATION RECOVERY (1941)
 SL0477
 SL0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 SL0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0733 ***********************************************************************
 RR0733  DESIGNATION -  L 501
 RR0733  PID         -  RR0733
 RR0733  STATE/COUNTY-  ND/MORTON
 RR0733  USGS QUAD   -  ALMONT EAST (1980)
 RR0733
 RR0733                         *CURRENT SURVEY CONTROL
 RR0733  ___________________________________________________________________
 RR0733* NAD 83(1986)-  46 39 10.     (N)    101 24 12.     (W)     SCALED    
 RR0733* NAVD 88     -       573.962  (meters)    1883.07   (feet)  ADJUSTED  
 RR0733  ___________________________________________________________________
 RR0733  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 RR0733  DYNAMIC HT  -         573.956 (meters)    1883.05  (feet)  COMP
 RR0733  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 RR0733
 RR0733  VERT ORDER  -  FIRST     CLASS II
 RR0733
 RR0733.The horizontal coordinates were scaled from a topographic map and have
 RR0733.an estimated accuracy of +/- 6 seconds.
 RR0733
 RR0733.The orthometric height was determined by differential leveling
 RR0733.and adjusted by the National Geodetic Survey in June 1991..
 RR0733
 RR0733.The geoid height was determined by GEOID03.
 RR0733
 RR0733.The dynamic height is computed by dividing the NAVD 88
 RR0733.geopotential number by the normal gravity value computed on the
 RR0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0733.degrees latitude (g = 980.6199 gals.).
 RR0733
 RR0733.The modeled gravity was interpolated from observed gravity values.
 RR0733
 RR0733;                    North         East    Units  Estimated Accuracy
 RR0733;SPC ND S     -   110,010.      530,860.      MT  (+/- 180 meters Scaled)
 RR0733
 RR0733                          SUPERSEDED SURVEY CONTROL
 RR0733
 RR0733.No superseded survey control is available for this station.
 RR0733
 RR0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS161693(NAD 83)
 RR0733_MARKER: I = METAL ROD
 RR0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0733_SP_SET: STAINLESS STEEL ROD
 RR0733_STAMPING: L 501 1985
 RR0733_MARK LOGO: NGS   
 RR0733_PROJECTION: FLUSH
 RR0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0733_ROD/PIPE-DEPTH: 18.3 meters
 RR0733
 RR0733  HISTORY     - Date     Condition        Report By
 RR0733  HISTORY     - 1985     MONUMENTED       NGS
 RR0733
 RR0733                          STATION DESCRIPTION
 RR0733
 RR0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0733'24.5 KM (15.2 MI) SOUTH FROM NEW SALEM.
 RR0733'24.5 KM (15.2 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0733'COUNTY ROAD 139 AT NEW SALEM, AT A T JUNCTION, 18.6 METERS (61 FT)
 RR0733'NORTH OF THE CENTER OF THE ROAD, 27.1 METERS (89 FT) EAST OF THE
 RR0733'CENTER OF A GRAVEL ROAD, 43.METERS (14 FT) NORTH OF A FENCE CORNER AND
 RR0733'0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 RR0733'THROUGH A 5-INCH LOGO CAP.
 RR0733'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RR0733'THE MARK IS 0.15 M ABOVE THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0757 ***********************************************************************
 RR0757  DESIGNATION -  L 502
 RR0757  PID         -  RR0757
 RR0757  STATE/COUNTY-  ND/GRANT
 RR0757  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0757
 RR0757                         *CURRENT SURVEY CONTROL
 RR0757  ___________________________________________________________________
 RR0757* NAD 83(1986)-  46 10 05.     (N)    101 20 01.     (W)     SCALED    
 RR0757* NAVD 88     -       642.553  (meters)    2108.11   (feet)  ADJUSTED  
 RR0757  ___________________________________________________________________
 RR0757  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 RR0757  DYNAMIC HT  -         642.518 (meters)    2107.99  (feet)  COMP
 RR0757  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 RR0757
 RR0757  VERT ORDER  -  FIRST     CLASS II
 RR0757
 RR0757.The horizontal coordinates were scaled from a topographic map and have
 RR0757.an estimated accuracy of +/- 6 seconds.
 RR0757
 RR0757.The orthometric height was determined by differential leveling
 RR0757.and adjusted by the National Geodetic Survey in June 1991..
 RR0757
 RR0757.The geoid height was determined by GEOID03.
 RR0757
 RR0757.The dynamic height is computed by dividing the NAVD 88
 RR0757.geopotential number by the normal gravity value computed on the
 RR0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0757.degrees latitude (g = 980.6199 gals.).
 RR0757
 RR0757.The modeled gravity was interpolated from observed gravity values.
 RR0757
 RR0757;                    North         East    Units  Estimated Accuracy
 RR0757;SPC ND S     -    56,070.      535,620.      MT  (+/- 180 meters Scaled)
 RR0757
 RR0757                          SUPERSEDED SURVEY CONTROL
 RR0757
 RR0757.No superseded survey control is available for this station.
 RR0757
 RR0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS198153(NAD 83)
 RR0757_MARKER: I = METAL ROD
 RR0757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0757_SP_SET: STAINLESS STEEL ROD
 RR0757_STAMPING: L 502 1985
 RR0757_MARK LOGO: NGS   
 RR0757_PROJECTION: FLUSH
 RR0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0757_ROD/PIPE-DEPTH: 4.9  meters
 RR0757
 RR0757  HISTORY     - Date     Condition        Report By
 RR0757  HISTORY     - 1985     MONUMENTED       NGS
 RR0757
 RR0757                          STATION DESCRIPTION
 RR0757
 RR0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0757'22.2 KM (13.8 MI) SOUTH FROM RALEIGH.
 RR0757'22.2 KM (13.75 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF
 RR0757'MAIN STREET AT RALEIGH, AT A TRACK ROAD LEADING EAST, ON THE NORTH
 RR0757'SIDE OF A CUTBANK, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE,
 RR0757'5.2 METERS (17 FT) SOUTH OF A FENCE CORNER, 7.6 METERS (25 FT) SOUTH
 RR0757'OF THE CENTER OF THE ROAD, 16.2 METERS (53 FT) EAST OF THE SOUTH END
 RR0757'OF A 18-INCH PIPE CULVERT AND 0.3 METER (1 FT) WEST OF THE
 RR0757'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RR0757'5-INCH LOGO CAP.
 RR0757'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RR0757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1192 ***********************************************************************
 RP1192  DESIGNATION -  L 504
 RP1192  PID         -  RP1192
 RP1192  STATE/COUNTY-  ND/RICHLAND
 RP1192  USGS QUAD   -  SONORA (1972)
 RP1192
 RP1192                         *CURRENT SURVEY CONTROL
 RP1192  ___________________________________________________________________
 RP1192* NAD 83(1986)-  46 03 06.     (N)    096 43 07.     (W)     SCALED    
 RP1192* NAVD 88     -       300.183  (meters)     984.85   (feet)  ADJUSTED  
 RP1192  ___________________________________________________________________
 RP1192  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RP1192  DYNAMIC HT  -         300.185 (meters)     984.86  (feet)  COMP
 RP1192  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 RP1192
 RP1192  VERT ORDER  -  FIRST     CLASS II
 RP1192
 RP1192.The horizontal coordinates were scaled from a topographic map and have
 RP1192.an estimated accuracy of +/- 6 seconds.
 RP1192
 RP1192.The orthometric height was determined by differential leveling
 RP1192.and adjusted by the National Geodetic Survey in June 1991..
 RP1192
 RP1192.The geoid height was determined by GEOID03.
 RP1192
 RP1192.The dynamic height is computed by dividing the NAVD 88
 RP1192.geopotential number by the normal gravity value computed on the
 RP1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1192.degrees latitude (g = 980.6199 gals.).
 RP1192
 RP1192.The modeled gravity was interpolated from observed gravity values.
 RP1192
 RP1192;                    North         East    Units  Estimated Accuracy
 RP1192;SPC ND S     -    49,840.      892,540.      MT  (+/- 180 meters Scaled)
 RP1192
 RP1192                          SUPERSEDED SURVEY CONTROL
 RP1192
 RP1192.No superseded survey control is available for this station.
 RP1192
 RP1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS764023(NAD 83)
 RP1192_MARKER: I = METAL ROD
 RP1192_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1192_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1192_STAMPING: L 504 1990
 RP1192_MARK LOGO: NGS   
 RP1192_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1192_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RP1192+STABILITY: POSITION/ELEVATION WELL
 RP1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1192+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1192_ROD/PIPE-DEPTH: 15.8 meters
 RP1192_SLEEVE-DEPTH  : 12.2 meters
 RP1192
 RP1192  HISTORY     - Date     Condition        Report By
 RP1192  HISTORY     - 1990     MONUMENTED       NGS
 RP1192
 RP1192                          STATION DESCRIPTION
 RP1192
 RP1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1192'7.9 KM (4.9 MI) WESTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1192'STATE HIGHWAY 127 IN FAIRMOUNT, 36.2 M (118.8 FT) EAST OF THE CENTER
 RP1192'OF A FIELD ENTRANCE, 25.2 M (82.7 FT) NORTH OF THE HIGHWAY
 RP1192'CENTERLINE, 2.0 M (6.6 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT)
 RP1192'BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 RP1192'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1149 ***********************************************************************
 RP1149  DESIGNATION -  L 506
 RP1149  PID         -  RP1149
 RP1149  STATE/COUNTY-  ND/CASS
 RP1149  USGS QUAD   -  HICKSON (1979)
 RP1149
 RP1149                         *CURRENT SURVEY CONTROL
 RP1149  ___________________________________________________________________
 RP1149* NAD 83(1986)-  46 41 19.     (N)    096 47 54.     (W)     SCALED    
 RP1149* NAVD 88     -       278.252  (meters)     912.90   (feet)  ADJUSTED  
 RP1149  ___________________________________________________________________
 RP1149  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RP1149  DYNAMIC HT  -         278.274 (meters)     912.97  (feet)  COMP
 RP1149  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 RP1149
 RP1149  VERT ORDER  -  FIRST     CLASS II
 RP1149
 RP1149.The horizontal coordinates were scaled from a topographic map and have
 RP1149.an estimated accuracy of +/- 6 seconds.
 RP1149
 RP1149.The orthometric height was determined by differential leveling
 RP1149.and adjusted by the National Geodetic Survey in June 1991..
 RP1149
 RP1149.The geoid height was determined by GEOID03.
 RP1149
 RP1149.The dynamic height is computed by dividing the NAVD 88
 RP1149.geopotential number by the normal gravity value computed on the
 RP1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1149.degrees latitude (g = 980.6199 gals.).
 RP1149
 RP1149.The modeled gravity was interpolated from observed gravity values.
 RP1149
 RP1149;                    North         East    Units  Estimated Accuracy
 RP1149;SPC ND S     -   120,270.      883,040.      MT  (+/- 180 meters Scaled)
 RP1149
 RP1149                          SUPERSEDED SURVEY CONTROL
 RP1149
 RP1149.No superseded survey control is available for this station.
 RP1149
 RP1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS683729(NAD 83)
 RP1149_MARKER: I = METAL ROD
 RP1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1149_SP_SET: STAINLESS STEEL ROD
 RP1149_STAMPING: L 506 1990
 RP1149_MARK LOGO: NGS   
 RP1149_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1149_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1149+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1149_ROD/PIPE-DEPTH: 9.7  meters
 RP1149
 RP1149  HISTORY     - Date     Condition        Report By
 RP1149  HISTORY     - 1990     MONUMENTED       NGS
 RP1149
 RP1149                          STATION DESCRIPTION
 RP1149
 RP1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1149'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1149'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1149'THENCE 12.8 KM (8.0 MI) SOUTHERLY ALONG COUNTY ROAD 81, 30.3 M (99.4
 RP1149'FT) EAST OF THE ROAD CENTERLINE, 12.4 M (40.7 FT) NORTH OF THE CENTER
 RP1149'OF A SECTION LINE ROAD, 0.7 M (2.3 FT) NORTH OF A US SPRINT LINE
 RP1149'MARKER NUMBER ND 01 0090, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 RP1149'AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 RP1149'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0851 ***********************************************************************
 SL0851  DESIGNATION -  L 51
 SL0851  PID         -  SL0851
 SL0851  STATE/COUNTY-  ND/GRAND FORKS
 SL0851  USGS QUAD   -  KEMPTON (1963)
 SL0851
 SL0851                         *CURRENT SURVEY CONTROL
 SL0851  ___________________________________________________________________
 SL0851* NAD 83(1986)-  47 46 57.     (N)    097 35 43.     (W)     SCALED    
 SL0851* NAVD 88     -       342.326  (meters)    1123.11   (feet)  ADJUSTED  
 SL0851  ___________________________________________________________________
 SL0851  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 SL0851  DYNAMIC HT  -         342.378 (meters)    1123.29  (feet)  COMP
 SL0851  MODELED GRAV-     980,754.8   (mgal)                       NAVD 88
 SL0851
 SL0851  VERT ORDER  -  SECOND    CLASS 0
 SL0851
 SL0851.The horizontal coordinates were scaled from a topographic map and have
 SL0851.an estimated accuracy of +/- 6 seconds.
 SL0851
 SL0851.The orthometric height was determined by differential leveling
 SL0851.and adjusted by the National Geodetic Survey in June 1991..
 SL0851
 SL0851.The geoid height was determined by GEOID03.
 SL0851
 SL0851.The dynamic height is computed by dividing the NAVD 88
 SL0851.geopotential number by the normal gravity value computed on the
 SL0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0851.degrees latitude (g = 980.6199 gals.).
 SL0851
 SL0851.The modeled gravity was interpolated from observed gravity values.
 SL0851
 SL0851;                    North         East    Units  Estimated Accuracy
 SL0851;SPC ND N     -    91,100.      817,610.      MT  (+/- 180 meters Scaled)
 SL0851
 SL0851                          SUPERSEDED SURVEY CONTROL
 SL0851
 SL0851  NGVD 29 (??/??/92)  341.95   (m)         1121.9    (f) COMPUTED    2 0
 SL0851
 SL0851.Superseded values are not recommended for survey control.
 SL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0851.See file dsdata.txt to determine how the superseded data were derived.
 SL0851
 SL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT052930(NAD 83)
 SL0851_MARKER: DB = BENCH MARK DISK
 SL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0851_STAMPING: L 51 1934
 SL0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0851+STABILITY: SURFACE MOTION
 SL0851
 SL0851  HISTORY     - Date     Condition        Report By
 SL0851  HISTORY     - 1934     MONUMENTED       CGS
 SL0851  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0851
 SL0851                          STATION DESCRIPTION
 SL0851
 SL0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0851'3.6 MI NW FROM NORTHWOOD.
 SL0851'3.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0851'AT NORTHWOOD, GRAND FORKS COUNTY, 2.8 MILES SOUTHEAST OF THE STATION
 SL0851'AT KEMPTON, 36 YARDS NORTHWEST OF MILEPOST 121, AND 14 FEET SOUTHWEST
 SL0851'OF THE WEST RAIL.  A STANDARD DISK, STAMPED L 51 1934 AND SET IN THE
 SL0851'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0379 ***********************************************************************
 SM0379  DESIGNATION -  L 53
 SM0379  PID         -  SM0379
 SM0379  STATE/COUNTY-  ND/GRIGGS
 SM0379  USGS QUAD   -  HANNAFORD (1961)
 SM0379
 SM0379                         *CURRENT SURVEY CONTROL
 SM0379  ___________________________________________________________________
 SM0379* NAD 83(1986)-  47 20 33.     (N)    098 10 40.     (W)     SCALED    
 SM0379* NAVD 88     -       433.603  (meters)    1422.58   (feet)  ADJUSTED  
 SM0379  ___________________________________________________________________
 SM0379  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 SM0379  DYNAMIC HT  -         433.643 (meters)    1422.71  (feet)  COMP
 SM0379  MODELED GRAV-     980,690.6   (mgal)                       NAVD 88
 SM0379
 SM0379  VERT ORDER  -  SECOND    CLASS 0
 SM0379
 SM0379.The horizontal coordinates were scaled from a topographic map and have
 SM0379.an estimated accuracy of +/- 6 seconds.
 SM0379
 SM0379.The orthometric height was determined by differential leveling
 SM0379.and adjusted by the National Geodetic Survey in June 1991..
 SM0379
 SM0379.The geoid height was determined by GEOID03.
 SM0379
 SM0379.The dynamic height is computed by dividing the NAVD 88
 SM0379.geopotential number by the normal gravity value computed on the
 SM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0379.degrees latitude (g = 980.6199 gals.).
 SM0379
 SM0379.The modeled gravity was interpolated from observed gravity values.
 SM0379
 SM0379;                    North         East    Units  Estimated Accuracy
 SM0379;SPC ND N     -    40,730.      775,460.      MT  (+/- 180 meters Scaled)
 SM0379
 SM0379                          SUPERSEDED SURVEY CONTROL
 SM0379
 SM0379  NGVD 29 (??/??/92)  433.24   (m)         1421.4    (f) COMPUTED    2 0
 SM0379
 SM0379.Superseded values are not recommended for survey control.
 SM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0379.See file dsdata.txt to determine how the superseded data were derived.
 SM0379
 SM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT621435(NAD 83)
 SM0379_MARKER: DB = BENCH MARK DISK
 SM0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0379_STAMPING: L-53 -- 1934
 SM0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0379+STABILITY: SURFACE MOTION
 SM0379
 SM0379  HISTORY     - Date     Condition        Report By
 SM0379  HISTORY     - 1934     MONUMENTED       CGS
 SM0379
 SM0379                          STATION DESCRIPTION
 SM0379
 SM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0379'2.5 MI NE FROM HANNAFORD.
 SM0379'2.5 MILES NORTHEAST OF N.P AND G.N.R.R. CROSSING AT HANNAFORD.  54 FT.
 SM0379'EAST OF CENTER OF RAILROAD CROSSING STATE HIGHWAY NO. 1.  45.4 FT.
 SM0379'SOUTHEAST OF SOUTHEAST RAIL OF NORTHERN PACIFIC TRACK.  STANDARD
 SM0379'TABLET SET IN TOP OF CONCRETE POST 7 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0380 ***********************************************************************
 SM0380  DESIGNATION -  L 53 RESET
 SM0380  PID         -  SM0380
 SM0380  STATE/COUNTY-  ND/GRIGGS
 SM0380  USGS QUAD   -  HANNAFORD (1961)
 SM0380
 SM0380                         *CURRENT SURVEY CONTROL
 SM0380  ___________________________________________________________________
 SM0380* NAD 83(1986)-  47 20 33.     (N)    098 10 38.     (W)     SCALED    
 SM0380* NAVD 88     -       433.384  (meters)    1421.86   (feet)  ADJUSTED  
 SM0380  ___________________________________________________________________
 SM0380  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 SM0380  DYNAMIC HT  -         433.423 (meters)    1421.99  (feet)  COMP
 SM0380  MODELED GRAV-     980,690.6   (mgal)                       NAVD 88
 SM0380
 SM0380  VERT ORDER  -  SECOND    CLASS 0
 SM0380
 SM0380.The horizontal coordinates were scaled from a topographic map and have
 SM0380.an estimated accuracy of +/- 6 seconds.
 SM0380
 SM0380.The orthometric height was determined by differential leveling
 SM0380.and adjusted by the National Geodetic Survey in June 1991..
 SM0380
 SM0380.The geoid height was determined by GEOID03.
 SM0380
 SM0380.The dynamic height is computed by dividing the NAVD 88
 SM0380.geopotential number by the normal gravity value computed on the
 SM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0380.degrees latitude (g = 980.6199 gals.).
 SM0380
 SM0380.The modeled gravity was interpolated from observed gravity values.
 SM0380
 SM0380;                    North         East    Units  Estimated Accuracy
 SM0380;SPC ND N     -    40,730.      775,510.      MT  (+/- 180 meters Scaled)
 SM0380
 SM0380                          SUPERSEDED SURVEY CONTROL
 SM0380
 SM0380  NGVD 29 (??/??/92)  433.027  (m)         1420.69   (f) ADJ UNCH    2 0
 SM0380
 SM0380.Superseded values are not recommended for survey control.
 SM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0380.See file dsdata.txt to determine how the superseded data were derived.
 SM0380
 SM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT621435(NAD 83)
 SM0380_MARKER: DB = BENCH MARK DISK
 SM0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0380_STAMPING: L 53 RESET 1952
 SM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0380+STABILITY: SURFACE MOTION
 SM0380
 SM0380  HISTORY     - Date     Condition        Report By
 SM0380  HISTORY     - 1952     MONUMENTED       CGS
 SM0380  HISTORY     - 1963     GOOD             NGS
 SM0380
 SM0380                          STATION DESCRIPTION
 SM0380
 SM0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0380'2.4 MI N FROM HANNAFORD.
 SM0380'ABOUT 2.4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0380'CROSSING OF THE NORTHERN PACIFIC AND GREAT NORTHERN RAILWAYS AT
 SM0380'HANNAFORD, IN SECTION 27, T 145 N, R 59 W, 103 FEET EAST OF THE CENTER
 SM0380'OF THE CROSSING OF THE RAILWAY AND STATE HIGHWAY 1, 0.4 MILE SOUTHWEST
 SM0380'OF MILEPOST 29, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 SM0380'NORTHWEST OF A POWER POLE, 1.0 FOOT EAST OF A METAL WITNESS POST,
 SM0380'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SM0380'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0046 ***********************************************************************
 SM0046  DESIGNATION -  L 54
 SM0046  PID         -  SM0046
 SM0046  STATE/COUNTY-  ND/NELSON
 SM0046  USGS QUAD   -  PEKIN (1951)
 SM0046
 SM0046                         *CURRENT SURVEY CONTROL
 SM0046  ___________________________________________________________________
 SM0046* NAD 83(1986)-  47 46 25.     (N)    098 15 17.     (W)     SCALED    
 SM0046* NAVD 88     -       445.644  (meters)    1462.08   (feet)  ADJUSTED  
 SM0046  ___________________________________________________________________
 SM0046  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 SM0046  DYNAMIC HT  -         445.718 (meters)    1462.33  (feet)  COMP
 SM0046  MODELED GRAV-     980,765.0   (mgal)                       NAVD 88
 SM0046
 SM0046  VERT ORDER  -  SECOND    CLASS 0
 SM0046
 SM0046.The horizontal coordinates were scaled from a topographic map and have
 SM0046.an estimated accuracy of +/- 6 seconds.
 SM0046
 SM0046.The orthometric height was determined by differential leveling
 SM0046.and adjusted by the National Geodetic Survey in June 1991..
 SM0046
 SM0046.The geoid height was determined by GEOID03.
 SM0046
 SM0046.The dynamic height is computed by dividing the NAVD 88
 SM0046.geopotential number by the normal gravity value computed on the
 SM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0046.degrees latitude (g = 980.6199 gals.).
 SM0046
 SM0046.The modeled gravity was interpolated from observed gravity values.
 SM0046
 SM0046;                    North         East    Units  Estimated Accuracy
 SM0046;SPC ND N     -    88,460.      768,250.      MT  (+/- 180 meters Scaled)
 SM0046
 SM0046                          SUPERSEDED SURVEY CONTROL
 SM0046
 SM0046  NGVD 29 (??/??/92)  445.292  (m)         1460.93   (f) ADJ UNCH    2 0
 SM0046
 SM0046.Superseded values are not recommended for survey control.
 SM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0046.See file dsdata.txt to determine how the superseded data were derived.
 SM0046
 SM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT558914(NAD 83)
 SM0046_MARKER: DB = BENCH MARK DISK
 SM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0046_STAMPING: L 54 1934
 SM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0046+STABILITY: SURFACE MOTION
 SM0046
 SM0046  HISTORY     - Date     Condition        Report By
 SM0046  HISTORY     - 1934     MONUMENTED       CGS
 SM0046  HISTORY     - 1963     GOOD             NGS
 SM0046
 SM0046                          STATION DESCRIPTION
 SM0046
 SM0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0046'3.6 MI SE FROM PEKIN.
 SM0046'ABOUT 3.6 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0046'STATION AT PEKIN, OR ABOUT 3.7 MILES WEST ALONG THE GREAT NORTHERN
 SM0046'RAILWAY FROM THE STATION A MCVILLE, IN SECTION 31, T 150 N, R 59 W, 88
 SM0046'FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 16 POLES NORTHWEST OF
 SM0046'MILEPOST 81, 46 FEET SOUTH OF THE SOUTH RAIL, 21 FEET SOUTHEAST OF THE
 SM0046'CENTER LINE OF THE ROAD, 11 FEET NORTH OF A FENCE, 7 FEET EAST OF A
 SM0046'TELEPHONE POLE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 SM0046'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0046'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0350 ***********************************************************************
 TE0350  DESIGNATION -  L 55
 TE0350  PID         -  TE0350
 TE0350  STATE/COUNTY-  ND/RAMSEY
 TE0350  USGS QUAD   -  LAWTON (1972)
 TE0350
 TE0350                         *CURRENT SURVEY CONTROL
 TE0350  ___________________________________________________________________
 TE0350* NAD 83(1986)-  48 16 03.     (N)    098 21 23.     (W)     SCALED    
 TE0350* NAVD 88     -       463.948  (meters)    1522.14   (feet)  ADJUSTED  
 TE0350  ___________________________________________________________________
 TE0350  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 TE0350  DYNAMIC HT  -         464.036 (meters)    1522.42  (feet)  COMP
 TE0350  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TE0350
 TE0350  VERT ORDER  -  SECOND    CLASS 0
 TE0350
 TE0350.The horizontal coordinates were scaled from a topographic map and have
 TE0350.an estimated accuracy of +/- 6 seconds.
 TE0350
 TE0350.The orthometric height was determined by differential leveling
 TE0350.and adjusted by the National Geodetic Survey in June 1991..
 TE0350
 TE0350.The geoid height was determined by GEOID03.
 TE0350
 TE0350.The dynamic height is computed by dividing the NAVD 88
 TE0350.geopotential number by the normal gravity value computed on the
 TE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0350.degrees latitude (g = 980.6199 gals.).
 TE0350
 TE0350.The modeled gravity was interpolated from observed gravity values.
 TE0350
 TE0350;                    North         East    Units  Estimated Accuracy
 TE0350;SPC ND N     -   143,140.      759,110.      MT  (+/- 180 meters Scaled)
 TE0350
 TE0350                          SUPERSEDED SURVEY CONTROL
 TE0350
 TE0350  NGVD 29 (??/??/92)  463.578  (m)         1520.92   (f) ADJ UNCH    2 0
 TE0350
 TE0350.Superseded values are not recommended for survey control.
 TE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0350.See file dsdata.txt to determine how the superseded data were derived.
 TE0350
 TE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU477462(NAD 83)
 TE0350_MARKER: DB = BENCH MARK DISK
 TE0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0350_STAMPING: L 55 1934
 TE0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0350+STABILITY: SURFACE MOTION
 TE0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0350+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 TE0350
 TE0350  HISTORY     - Date     Condition        Report By
 TE0350  HISTORY     - 1934     MONUMENTED       CGS
 TE0350  HISTORY     - 1963     GOOD             NGS
 TE0350  HISTORY     - 1967     GOOD             NGS
 TE0350  HISTORY     - 20020430 GOOD             NDDT
 TE0350
 TE0350                          STATION DESCRIPTION
 TE0350
 TE0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0350'2.5 MI S FROM LAWTON.
 TE0350'2.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0350'LAWTON, OR 3.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0350'STATION AT BROCKET, IN S 4, R 60 W, T 155 N, ABOUT 0.2 MILE SOUTH OF
 TE0350'MILEPOST 16, 81 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD CROSSING,
 TE0350'86 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE DIRT ROAD
 TE0350'AND STATE HIGHWAY 1, 69.7 FEET EAST OF THE EAST RAIL, 77.5 FEET WEST
 TE0350'OF THE CENTERLINE OF THE HIGHWAY, 35.0 FEET NORTH OF THE CENTER LINE
 TE0350'OF THE ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 TE0350'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TE0350'PROJECTING 1 INCH.
 TE0350
 TE0350                          STATION RECOVERY (1967)
 TE0350
 TE0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TE0350'RECOVERED IN GOOD CONDITION.
 TE0350
 TE0350                          STATION RECOVERY (2002)
 TE0350
 TE0350'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (LBP)
 TE0350'MARKER IS 0.75 FEET WEST OF ND 1  AT MILE MARKER 179.13
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0949 ***********************************************************************
 TE0949  DESIGNATION -  L 56
 TE0949  PID         -  TE0949
 TE0949  STATE/COUNTY-  ND/CAVALIER
 TE0949  USGS QUAD   -  MUNICH (1970)
 TE0949
 TE0949                         *CURRENT SURVEY CONTROL
 TE0949  ___________________________________________________________________
 TE0949* NAD 83(1986)-  48 40 36.     (N)    098 50 25.     (W)     SCALED    
 TE0949* NAVD 88     -       486.684  (meters)    1596.73   (feet)  ADJUSTED  
 TE0949  ___________________________________________________________________
 TE0949  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 TE0949  DYNAMIC HT  -         486.788 (meters)    1597.07  (feet)  COMP
 TE0949  MODELED GRAV-     980,808.8   (mgal)                       NAVD 88
 TE0949
 TE0949  VERT ORDER  -  SECOND    CLASS 0
 TE0949
 TE0949.The horizontal coordinates were scaled from a topographic map and have
 TE0949.an estimated accuracy of +/- 6 seconds.
 TE0949
 TE0949.The orthometric height was determined by differential leveling
 TE0949.and adjusted by the National Geodetic Survey in June 1991..
 TE0949
 TE0949.The geoid height was determined by GEOID03.
 TE0949
 TE0949.The dynamic height is computed by dividing the NAVD 88
 TE0949.geopotential number by the normal gravity value computed on the
 TE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0949.degrees latitude (g = 980.6199 gals.).
 TE0949
 TE0949.The modeled gravity was interpolated from observed gravity values.
 TE0949
 TE0949;                    North         East    Units  Estimated Accuracy
 TE0949;SPC ND N     -   187,740.      722,220.      MT  (+/- 180 meters Scaled)
 TE0949
 TE0949                          SUPERSEDED SURVEY CONTROL
 TE0949
 TE0949  NGVD 29 (??/??/92)  486.280  (m)         1595.40   (f) ADJ UNCH    2 0
 TE0949
 TE0949.Superseded values are not recommended for survey control.
 TE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0949.See file dsdata.txt to determine how the superseded data were derived.
 TE0949
 TE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU117915(NAD 83)
 TE0949_MARKER: DB = BENCH MARK DISK
 TE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0949_STAMPING: L 56 1934
 TE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0949+STABILITY: SURFACE MOTION
 TE0949
 TE0949  HISTORY     - Date     Condition        Report By
 TE0949  HISTORY     - 1934     MONUMENTED       CGS
 TE0949
 TE0949                          STATION DESCRIPTION
 TE0949
 TE0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0949'0.4 MI NW FROM MUNICH.
 TE0949'0.4 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0949'AT MUNICH, CAVALIER COUNTY, 134 FEET WEST OF THE CENTERLINE OF STATE
 TE0949'HIGHWAY 20, 42.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 3.5 FEET
 TE0949'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 56
 TE0949'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 TE0949'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0347 ***********************************************************************
 TD0347  DESIGNATION -  L 57
 TD0347  PID         -  TD0347
 TD0347  STATE/COUNTY-  ND/GRAND FORKS
 TD0347  USGS QUAD   -  MANVEL (1973)
 TD0347
 TD0347                         *CURRENT SURVEY CONTROL
 TD0347  ___________________________________________________________________
 TD0347* NAD 83(1986)-  48 02 05.     (N)    097 08 19.     (W)     SCALED    
 TD0347* NAVD 88     -       252.031  (meters)     826.87   (feet)  ADJUSTED  
 TD0347  ___________________________________________________________________
 TD0347  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 TD0347  DYNAMIC HT  -         252.079 (meters)     827.03  (feet)  COMP
 TD0347  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 TD0347
 TD0347  VERT ORDER  -  SECOND    CLASS 0
 TD0347
 TD0347.The horizontal coordinates were scaled from a topographic map and have
 TD0347.an estimated accuracy of +/- 6 seconds.
 TD0347
 TD0347.The orthometric height was determined by differential leveling
 TD0347.and adjusted by the National Geodetic Survey in June 1991..
 TD0347
 TD0347.The geoid height was determined by GEOID03.
 TD0347
 TD0347.The dynamic height is computed by dividing the NAVD 88
 TD0347.geopotential number by the normal gravity value computed on the
 TD0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0347.degrees latitude (g = 980.6199 gals.).
 TD0347
 TD0347.The modeled gravity was interpolated from observed gravity values.
 TD0347
 TD0347;                    North         East    Units  Estimated Accuracy
 TD0347;SPC ND N     -   120,510.      850,580.      MT  (+/- 180 meters Scaled)
 TD0347
 TD0347                          SUPERSEDED SURVEY CONTROL
 TD0347
 TD0347  NGVD 29 (??/??/92)  251.70   (m)          825.8    (f) COMPUTED    2 0
 TD0347
 TD0347.Superseded values are not recommended for survey control.
 TD0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0347.See file dsdata.txt to determine how the superseded data were derived.
 TD0347
 TD0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU387218(NAD 83)
 TD0347_MARKER: DB = BENCH MARK DISK
 TD0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0347_STAMPING: L-57 -- 1934
 TD0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0347+STABILITY: SURFACE MOTION
 TD0347
 TD0347  HISTORY     - Date     Condition        Report By
 TD0347  HISTORY     - 1934     MONUMENTED       CGS
 TD0347  HISTORY     - 1973     MARK NOT FOUND   USGS
 TD0347
 TD0347                          STATION DESCRIPTION
 TD0347
 TD0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0347'3.2 MI S FROM MANVEL.
 TD0347'3.2 MILES SOUTH OF THE G.N.R. STATION AT MANVEL.  0.2 OF MILE NORTH OF
 TD0347'MILE POST NO. 9.  258 FT. NORTH OF CENTERLINE OF A GRADED COUNTY ROAD
 TD0347'THAT CROSSES TRACK.  50 FT. WEST OF CENTERLINE OF U.S. HY. 81. 30.2
 TD0347'FT. EAST OF EAST RAIL OF TRACK, STANDARD TABLET SET IN TOP OF CONCRETE
 TD0347'POST 8 IN. HIGH.
 TD0347
 TD0347                          STATION RECOVERY (1973)
 TD0347
 TD0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 TD0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0371 ***********************************************************************
 TD0371  DESIGNATION -  L 58
 TD0371  PID         -  TD0371
 TD0371  STATE/COUNTY-  ND/WALSH
 TD0371  USGS QUAD   -  OAKWOOD (1960)
 TD0371
 TD0371                         *CURRENT SURVEY CONTROL
 TD0371  ___________________________________________________________________
 TD0371* NAD 83(1996)-  48 29 55.66984(N)    097 15 53.65950(W)     ADJUSTED  
 TD0371* NAVD 88     -       246.386  (meters)     808.35   (feet)  ADJUSTED  
 TD0371  ___________________________________________________________________
 TD0371  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TD0371  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 TD0371  DYNAMIC HT  -         246.447 (meters)     808.55  (feet)  COMP
 TD0371  MODELED GRAV-     980,849.8   (mgal)                       NAVD 88
 TD0371
 TD0371  HORZ ORDER  -  THIRD
 TD0371  VERT ORDER  -  SECOND    CLASS 0
 TD0371
 TD0371.The horizontal coordinates were established by classical geodetic methods
 TD0371.and adjusted by the National Geodetic Survey in January 1998..
 TD0371
 TD0371.The orthometric height was determined by differential leveling
 TD0371.and adjusted by the National Geodetic Survey in June 1991..
 TD0371
 TD0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0371
 TD0371.The geoid height was determined by GEOID03.
 TD0371
 TD0371.The dynamic height is computed by dividing the NAVD 88
 TD0371.geopotential number by the normal gravity value computed on the
 TD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0371.degrees latitude (g = 980.6199 gals.).
 TD0371
 TD0371.The modeled gravity was interpolated from observed gravity values.
 TD0371
 TD0371;                    North         East     Units Scale Factor Converg.
 TD0371;SPC ND N     -   171,663.023   839,004.277   MT  0.99996195   +2 24 26.4
 TD0371;SPC ND N     -   563,198.89  2,752,638.70   iFT  0.99996195   +2 24 26.4
 TD0371;UTM  14      - 5,373,195.613   628,175.315   MT  0.99980185   +1 17 58.8
 TD0371
 TD0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0371!SPC ND N     -   0.99996558  x   0.99996195  =   0.99992753
 TD0371!UTM  14      -   0.99996558  x   0.99980185  =   0.99976744
 TD0371
 TD0371:                Primary Azimuth Mark                     Grid Az
 TD0371:SPC ND N     -  STA 30                                   098 55 09.4
 TD0371:UTM  14      -  STA 30                                   100 01 37.0
 TD0371
 TD0371|---------------------------------------------------------------------|
 TD0371| PID    Reference Object                     Distance      Geod. Az  |
 TD0371|                                                           dddmmss.s |
 TD0371| TD1165 STA 30                              APPROX. 0.7 KM 1011935.8 |
 TD0371|---------------------------------------------------------------------|
 TD0371
 TD0371                          SUPERSEDED SURVEY CONTROL
 TD0371
 TD0371  NAD 83(1986)-  48 29 55.66699(N)    097 15 53.64221(W) AD(       ) 3
 TD0371  NAD 27      -  48 29 55.72723(N)    097 15 52.34303(W) AD(       ) 3
 TD0371  NGVD 29 (??/??/92)  246.035  (m)          807.20   (f) ADJ UNCH    2 0
 TD0371
 TD0371.Superseded values are not recommended for survey control.
 TD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0371.See file dsdata.txt to determine how the superseded data were derived.
 TD0371
 TD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2817573196(NAD 83)
 TD0371_MARKER: DB = BENCH MARK DISK
 TD0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0371_STAMPING: L-58 -- 1934
 TD0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0371+STABILITY: SURFACE MOTION
 TD0371
 TD0371  HISTORY     - Date     Condition        Report By
 TD0371  HISTORY     - 1934     MONUMENTED       CGS
 TD0371  HISTORY     - 1959     GOOD             USGS
 TD0371
 TD0371                          STATION DESCRIPTION
 TD0371
 TD0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0371'6.6 MI SW FROM DRAYTON.
 TD0371'6.6 MILES SOUTHWEST OF THE N.P.R. STATION AT DRAYTON.  71 YDS.
 TD0371'NORTHEAST OF MILE POST NO. 154.  145 FT. SOUTHWEST OF CENTERLINE OF A
 TD0371'GRADE CROSSING OF A SECTION ROAD.  46.6 FT. SOUTHEAST OF SOUTH RAIL OF
 TD0371'TRACK.  2 FT. NORTHWEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF
 TD0371'CONCRETE POST 6 IN. HIGH.
 TD0371
 TD0371                          STATION RECOVERY (1959)
 TD0371
 TD0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TD0371'GRAFTON, 5.0 MI N. AND 6.5 MI E. OF.  T. 158 N., R. 51 W., NEAR
 TD0371'QUARTER COR. SECS. 18 AND 19.  145 FT SW. OF CENTER OF RD. AND 46.6 FT
 TD0371'SE. OF S. RAIL.  USC AND GS STANDARD DISK SET IN A CONCRETE POST,
 TD0371'STAMPED---L 58 1934---.  N. GABLE TO FARM BUILDING 1.0 MI
 TD0371'DISTANT--S 01 DEG 12 MIN E.  CHIMNEY ON SCHOOL BUILDING ABOUT
 TD0371'1.0 MI DISTANT--S 43 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0428 ***********************************************************************
 TG0428  DESIGNATION -  L 6
 TG0428  PID         -  TG0428
 TG0428  STATE/COUNTY-  ND/MOUNTRAIL
 TG0428  USGS QUAD   -  BLAISDELL (1981)
 TG0428
 TG0428                         *CURRENT SURVEY CONTROL
 TG0428  ___________________________________________________________________
 TG0428* NAD 83(1986)-  48 20 17.     (N)    102 04 50.     (W)     SCALED    
 TG0428* NAVD 88     -       689.896  (meters)    2263.43   (feet)  POSTED    
 TG0428  ___________________________________________________________________
 TG0428  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 TG0428  DYNAMIC HT  -         690.010 (meters)    2263.81  (feet)  COMP
 TG0428  MODELED GRAV-     980,747.8   (mgal)                       NAVD 88
 TG0428
 TG0428  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TG0428
 TG0428.The horizontal coordinates were scaled from a topographic map and have
 TG0428.an estimated accuracy of +/- 6 seconds.
 TG0428
 TG0428.The orthometric height was determined by differential leveling
 TG0428.and adjusted by the National Geodetic Survey in 1992..
 TG0428.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TG0428.rate of 1.1 thru 2.0 mm/km.
 TG0428
 TG0428.The geoid height was determined by GEOID03.
 TG0428
 TG0428.The dynamic height is computed by dividing the NAVD 88
 TG0428.geopotential number by the normal gravity value computed on the
 TG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0428.degrees latitude (g = 980.6199 gals.).
 TG0428
 TG0428.The modeled gravity was interpolated from observed gravity values.
 TG0428
 TG0428;                    North         East    Units  Estimated Accuracy
 TG0428;SPC ND N     -   149,970.      482,840.      MT  (+/- 180 meters Scaled)
 TG0428
 TG0428                          SUPERSEDED SURVEY CONTROL
 TG0428
 TG0428.No superseded survey control is available for this station.
 TG0428
 TG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP163579(NAD 83)
 TG0428_MARKER: DB = BENCH MARK DISK
 TG0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0428_STAMPING: ELEV 2261.931 FT L 6
 TG0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0428+STABILITY: SURFACE MOTION
 TG0428
 TG0428  HISTORY     - Date     Condition        Report By
 TG0428  HISTORY     - UNK      MONUMENTED       CGS
 TG0428  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0428
 TG0428                          STATION DESCRIPTION
 TG0428
 TG0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0428'IN BLAISDELL.
 TG0428'AT BLAISDELL, MOUNTRAIL COUNTY, ON THE GREAT NORTHERN RAILWAY, 16.5
 TG0428'FEET EAST OF THE FIRST POLE WEST OF THE STATION, 40 FEET NORTH OF THE
 TG0428'CENTERLINE OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 TG0428'DISK, STAMPED ELEV 2261.931 FT L 6 AND SET IN THE TOP OF A CONCRETE
 TG0428'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0371 ***********************************************************************
 TG0371  DESIGNATION -  L 6 B 1
 TG0371  PID         -  TG0371
 TG0371  STATE/COUNTY-  ND/BURKE
 TG0371  USGS QUAD   -  NIOBE (1949)
 TG0371
 TG0371                         *CURRENT SURVEY CONTROL
 TG0371  ___________________________________________________________________
 TG0371* NAD 83(1986)-  48 44 14.     (N)    102 12 11.     (W)     SCALED    
 TG0371* NAVD 88     -       603.172  (meters)    1978.91   (feet)  ADJUSTED  
 TG0371  ___________________________________________________________________
 TG0371  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0371  DYNAMIC HT  -         603.292 (meters)    1979.30  (feet)  COMP
 TG0371  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TG0371
 TG0371  VERT ORDER  -  SECOND    CLASS 0
 TG0371
 TG0371.The horizontal coordinates were scaled from a topographic map and have
 TG0371.an estimated accuracy of +/- 6 seconds.
 TG0371
 TG0371.The orthometric height was determined by differential leveling
 TG0371.and adjusted by the National Geodetic Survey in June 1991..
 TG0371
 TG0371.The geoid height was determined by GEOID03.
 TG0371
 TG0371.The dynamic height is computed by dividing the NAVD 88
 TG0371.geopotential number by the normal gravity value computed on the
 TG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0371.degrees latitude (g = 980.6199 gals.).
 TG0371
 TG0371.The modeled gravity was interpolated from observed gravity values.
 TG0371
 TG0371;                    North         East    Units  Estimated Accuracy
 TG0371;SPC ND N     -   194,540.      474,740.      MT  (+/- 180 meters Scaled)
 TG0371
 TG0371                          SUPERSEDED SURVEY CONTROL
 TG0371
 TG0371  NGVD 29 (??/??/92)  602.76   (m)         1977.6    (f) COMPUTED    2 0
 TG0371
 TG0371.Superseded values are not recommended for survey control.
 TG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0371.See file dsdata.txt to determine how the superseded data were derived.
 TG0371
 TG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ056020(NAD 83)
 TG0371_MARKER: DD = SURVEY DISK
 TG0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0371_SP_SET: PEDESTAL
 TG0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0371
 TG0371  HISTORY     - Date     Condition        Report By
 TG0371  HISTORY     - UNK      MONUMENTED       DOD
 TG0371  HISTORY     - 1963     GOOD             NGS
 TG0371
 TG0371                          STATION DESCRIPTION
 TG0371
 TG0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0371'7.2 MI NW FROM KENMARE.
 TG0371'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0371'AT KENMARE, THENCE 2.6 MILES WEST ALONG A GRAVELED ROAD, IN S 27, R 89
 TG0371'W, T 161 N, ABOUT 0.2 MILE NORTH OF THE ROAD ACROSS A CULTIVATED
 TG0371'FIELD, ABOUT 0.1 MILE EAST OF A FENCE, A 1 1/2 X 4 FOOT CONCRETE
 TG0371'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0374 ***********************************************************************
 TG0374  DESIGNATION -  L 6 B 2
 TG0374  PID         -  TG0374
 TG0374  STATE/COUNTY-  ND/BURKE
 TG0374  USGS QUAD   -  NIOBE (1949)
 TG0374
 TG0374                         *CURRENT SURVEY CONTROL
 TG0374  ___________________________________________________________________
 TG0374* NAD 83(1986)-  48 44 12.     (N)    102 12 00.     (W)     SCALED    
 TG0374* NAVD 88     -       601.048  (meters)    1971.94   (feet)  ADJUSTED  
 TG0374  ___________________________________________________________________
 TG0374  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0374  DYNAMIC HT  -         601.168 (meters)    1972.33  (feet)  COMP
 TG0374  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TG0374
 TG0374  VERT ORDER  -  SECOND    CLASS 0
 TG0374
 TG0374.The horizontal coordinates were scaled from a topographic map and have
 TG0374.an estimated accuracy of +/- 6 seconds.
 TG0374
 TG0374.The orthometric height was determined by differential leveling
 TG0374.and adjusted by the National Geodetic Survey in June 1991..
 TG0374
 TG0374.The geoid height was determined by GEOID03.
 TG0374
 TG0374.The dynamic height is computed by dividing the NAVD 88
 TG0374.geopotential number by the normal gravity value computed on the
 TG0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0374.degrees latitude (g = 980.6199 gals.).
 TG0374
 TG0374.The modeled gravity was interpolated from observed gravity values.
 TG0374
 TG0374;                    North         East    Units  Estimated Accuracy
 TG0374;SPC ND N     -   194,470.      474,960.      MT  (+/- 180 meters Scaled)
 TG0374
 TG0374                          SUPERSEDED SURVEY CONTROL
 TG0374
 TG0374  NGVD 29 (??/??/92)  600.64   (m)         1970.6    (f) COMPUTED    2 0
 TG0374
 TG0374.Superseded values are not recommended for survey control.
 TG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0374.See file dsdata.txt to determine how the superseded data were derived.
 TG0374
 TG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ058019(NAD 83)
 TG0374_MARKER: DD = SURVEY DISK
 TG0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0374_SP_SET: PEDESTAL
 TG0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0374
 TG0374  HISTORY     - Date     Condition        Report By
 TG0374  HISTORY     - UNK      MONUMENTED       DOD
 TG0374  HISTORY     - 1963     GOOD             NGS
 TG0374
 TG0374                          STATION DESCRIPTION
 TG0374
 TG0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0374'8.0 MI NW FROM KENMARE.
 TG0374'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0374'AT KENMARE, THENCE 2.4 MILES WEST ALONG A GRAVELED ROAD, IN S 27, R 89
 TG0374'W, T 161 N, ABOUT 0.15 MILE OR 300 YARDS NORTH OF THE ROAD, 6 FEET
 TG0374'SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD, A 1 1/2 X 4
 TG0374'FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH
 TG0374'WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0369 ***********************************************************************
 TG0369  DESIGNATION -  L 6 Z
 TG0369  PID         -  TG0369
 TG0369  STATE/COUNTY-  ND/BURKE
 TG0369  USGS QUAD   -  NIOBE (1949)
 TG0369
 TG0369                         *CURRENT SURVEY CONTROL
 TG0369  ___________________________________________________________________
 TG0369* NAD 83(1986)-  48 44 04.     (N)    102 11 58.     (W)     SCALED    
 TG0369* NAVD 88     -       599.379  (meters)    1966.46   (feet)  ADJUSTED  
 TG0369  ___________________________________________________________________
 TG0369  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0369  DYNAMIC HT  -         599.499 (meters)    1966.86  (feet)  COMP
 TG0369  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 TG0369
 TG0369  VERT ORDER  -  SECOND    CLASS 0
 TG0369
 TG0369.The horizontal coordinates were scaled from a topographic map and have
 TG0369.an estimated accuracy of +/- 6 seconds.
 TG0369
 TG0369.The orthometric height was determined by differential leveling
 TG0369.and adjusted by the National Geodetic Survey in June 1991..
 TG0369
 TG0369.The geoid height was determined by GEOID03.
 TG0369
 TG0369.The dynamic height is computed by dividing the NAVD 88
 TG0369.geopotential number by the normal gravity value computed on the
 TG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0369.degrees latitude (g = 980.6199 gals.).
 TG0369
 TG0369.The modeled gravity was interpolated from observed gravity values.
 TG0369
 TG0369;                    North         East    Units  Estimated Accuracy
 TG0369;SPC ND N     -   194,230.      475,000.      MT  (+/- 180 meters Scaled)
 TG0369
 TG0369                          SUPERSEDED SURVEY CONTROL
 TG0369
 TG0369  NGVD 29 (??/??/92)  598.97   (m)         1965.1    (f) COMPUTED    2 0
 TG0369
 TG0369.Superseded values are not recommended for survey control.
 TG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0369.See file dsdata.txt to determine how the superseded data were derived.
 TG0369
 TG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ059017(NAD 83)
 TG0369_MARKER: DS = TRIANGULATION STATION DISK
 TG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0369_STAMPING: L 6 Z 1963
 TG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0369+STABILITY: SURFACE MOTION
 TG0369
 TG0369  HISTORY     - Date     Condition        Report By
 TG0369  HISTORY     - 1963     MONUMENTED       CGS
 TG0369
 TG0369                          STATION DESCRIPTION
 TG0369
 TG0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0369'7.0 MI NW FROM KENMARE.
 TG0369'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0369'AT KENMARE, THENCE 2.4 MILES WEST ALONG A GRAVELED ROAD, IN S 34, R 89
 TG0369'W, T 161 N, ABOUT 0.15 MILE WEST OF A DIRT ROAD INTERSECTION, 86 FEET
 TG0369'SOUTH OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTH OF A POWER POLE,
 TG0369'52.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 TG0369'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 12 INCHES UNDER THE
 TG0369'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0368 ***********************************************************************
 TG0368  DESIGNATION -  L 6 Z RM 1
 TG0368  PID         -  TG0368
 TG0368  STATE/COUNTY-  ND/BURKE
 TG0368  USGS QUAD   -  NIOBE (1949)
 TG0368
 TG0368                         *CURRENT SURVEY CONTROL
 TG0368  ___________________________________________________________________
 TG0368* NAD 83(1986)-  48 44 04.     (N)    102 11 58.     (W)     SCALED    
 TG0368* NAVD 88     -       599.690  (meters)    1967.48   (feet)  ADJUSTED  
 TG0368  ___________________________________________________________________
 TG0368  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0368  DYNAMIC HT  -         599.810 (meters)    1967.88  (feet)  COMP
 TG0368  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 TG0368
 TG0368  VERT ORDER  -  SECOND    CLASS 0
 TG0368
 TG0368.The horizontal coordinates were scaled from a topographic map and have
 TG0368.an estimated accuracy of +/- 6 seconds.
 TG0368
 TG0368.The orthometric height was determined by differential leveling
 TG0368.and adjusted by the National Geodetic Survey in June 1991..
 TG0368
 TG0368.The geoid height was determined by GEOID03.
 TG0368
 TG0368.The dynamic height is computed by dividing the NAVD 88
 TG0368.geopotential number by the normal gravity value computed on the
 TG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0368.degrees latitude (g = 980.6199 gals.).
 TG0368
 TG0368.The modeled gravity was interpolated from observed gravity values.
 TG0368
 TG0368;                    North         East    Units  Estimated Accuracy
 TG0368;SPC ND N     -   194,230.      475,000.      MT  (+/- 180 meters Scaled)
 TG0368
 TG0368                          SUPERSEDED SURVEY CONTROL
 TG0368
 TG0368  NGVD 29 (??/??/92)  599.28   (m)         1966.1    (f) COMPUTED    2 0
 TG0368
 TG0368.Superseded values are not recommended for survey control.
 TG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0368.See file dsdata.txt to determine how the superseded data were derived.
 TG0368
 TG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ059017(NAD 83)
 TG0368_MARKER: DR = REFERENCE MARK DISK
 TG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0368_STAMPING: L 6 Z NO 1 1963
 TG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0368+STABILITY: SURFACE MOTION
 TG0368
 TG0368  HISTORY     - Date     Condition        Report By
 TG0368  HISTORY     - 1963     MONUMENTED       CGS
 TG0368
 TG0368                          STATION DESCRIPTION
 TG0368
 TG0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0368'7.0 MI NW FROM KENMARE.
 TG0368'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0368'AT KENMARE, THENCE 2.4 MILES WEST ALONG A GRAVELED ROAD, IN S 27, R 89
 TG0368'W, T 161 N, ABOUT 0.15 MILE WEST OF A DIRT ROAD INTERSECTION, 126 FEET
 TG0368'NORTH ACROSS THE ROAD FROM THE STATION MARK, 66 FEET SOUTHEAST OF A
 TG0368'TELEPHONE POLE, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.5 FOOT
 TG0368'SOUTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 TG0368'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0370 ***********************************************************************
 TG0370  DESIGNATION -  L 6 Z RM 2
 TG0370  PID         -  TG0370
 TG0370  STATE/COUNTY-  ND/BURKE
 TG0370  USGS QUAD   -  NIOBE (1949)
 TG0370
 TG0370                         *CURRENT SURVEY CONTROL
 TG0370  ___________________________________________________________________
 TG0370* NAD 83(1986)-  48 44 04.     (N)    102 11 58.     (W)     SCALED    
 TG0370* NAVD 88     -       599.533  (meters)    1966.97   (feet)  ADJUSTED  
 TG0370  ___________________________________________________________________
 TG0370  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0370  DYNAMIC HT  -         599.653 (meters)    1967.36  (feet)  COMP
 TG0370  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 TG0370
 TG0370  VERT ORDER  -  SECOND    CLASS 0
 TG0370
 TG0370.The horizontal coordinates were scaled from a topographic map and have
 TG0370.an estimated accuracy of +/- 6 seconds.
 TG0370
 TG0370.The orthometric height was determined by differential leveling
 TG0370.and adjusted by the National Geodetic Survey in June 1991..
 TG0370
 TG0370.The geoid height was determined by GEOID03.
 TG0370
 TG0370.The dynamic height is computed by dividing the NAVD 88
 TG0370.geopotential number by the normal gravity value computed on the
 TG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0370.degrees latitude (g = 980.6199 gals.).
 TG0370
 TG0370.The modeled gravity was interpolated from observed gravity values.
 TG0370
 TG0370;                    North         East    Units  Estimated Accuracy
 TG0370;SPC ND N     -   194,230.      475,000.      MT  (+/- 180 meters Scaled)
 TG0370
 TG0370                          SUPERSEDED SURVEY CONTROL
 TG0370
 TG0370  NGVD 29 (??/??/92)  599.12   (m)         1965.6    (f) COMPUTED    2 0
 TG0370
 TG0370.Superseded values are not recommended for survey control.
 TG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0370.See file dsdata.txt to determine how the superseded data were derived.
 TG0370
 TG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ059017(NAD 83)
 TG0370_MARKER: DR = REFERENCE MARK DISK
 TG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0370_STAMPING: L 6 Z NO 2 1963
 TG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0370+STABILITY: SURFACE MOTION
 TG0370
 TG0370  HISTORY     - Date     Condition        Report By
 TG0370  HISTORY     - 1963     MONUMENTED       CGS
 TG0370
 TG0370                          STATION DESCRIPTION
 TG0370
 TG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0370'7.0 MI NW FROM KENMARE.
 TG0370'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0370'AT KENMARE, THENCE 2.4 MILES WEST ALONG A GRAVELED ROAD, ABOUT 0.15
 TG0370'MILE WEST OF A DIRT ROAD INTERSECTION, IN S 27, R 89 W, T 161 N, 171
 TG0370'FEET NORTHWEST ACROSS THE ROAD FROM THE STATION MARK, 44 FEET EAST OF
 TG0370'A T-FENCE CORNER, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.5
 TG0370'FOOT SOUTH OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 TG0370'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0068 ***********************************************************************
 TE0068  DESIGNATION -  L 60
 TE0068  PID         -  TE0068
 TE0068  STATE/COUNTY-  ND/CAVALIER
 TE0068  USGS QUAD   -  EASBY (1972)
 TE0068
 TE0068                         *CURRENT SURVEY CONTROL
 TE0068  ___________________________________________________________________
 TE0068* NAD 83(1986)-  48 37 52.     (N)    098 19 04.     (W)     SCALED    
 TE0068* NAVD 88     -       501.987  (meters)    1646.94   (feet)  ADJUSTED  
 TE0068  ___________________________________________________________________
 TE0068  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 TE0068  DYNAMIC HT  -         502.090 (meters)    1647.27  (feet)  COMP
 TE0068  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 TE0068
 TE0068  VERT ORDER  -  SECOND    CLASS 0
 TE0068
 TE0068.The horizontal coordinates were scaled from a topographic map and have
 TE0068.an estimated accuracy of +/- 6 seconds.
 TE0068
 TE0068.The orthometric height was determined by differential leveling
 TE0068.and adjusted by the National Geodetic Survey in June 1991..
 TE0068
 TE0068.The geoid height was determined by GEOID03.
 TE0068
 TE0068.The dynamic height is computed by dividing the NAVD 88
 TE0068.geopotential number by the normal gravity value computed on the
 TE0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0068.degrees latitude (g = 980.6199 gals.).
 TE0068
 TE0068.The modeled gravity was interpolated from observed gravity values.
 TE0068
 TE0068;                    North         East    Units  Estimated Accuracy
 TE0068;SPC ND N     -   183,630.      760,830.      MT  (+/- 180 meters Scaled)
 TE0068
 TE0068                          SUPERSEDED SURVEY CONTROL
 TE0068
 TE0068.No superseded survey control is available for this station.
 TE0068
 TE0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU502866(NAD 83)
 TE0068_MARKER: DB = BENCH MARK DISK
 TE0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0068_STAMPING: L 60 1934
 TE0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0068+STABILITY: SURFACE MOTION
 TE0068
 TE0068  HISTORY     - Date     Condition        Report By
 TE0068  HISTORY     - 1934     MONUMENTED       CGS
 TE0068  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0068
 TE0068                          STATION DESCRIPTION
 TE0068
 TE0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0068'10.0 MI E FROM LOMA.
 TE0068'10 MILES EAST ALONG STATE HIGHWAY 29 FROM THE SOO LINE RAILROAD
 TE0068'STATION AT LOMA, CAVALIER COUNTY, 2 MILES EAST OF THE INTERSECTION
 TE0068'WITH STATE HIGHWAY 1, 22 FEET EAST OF THE CENTERLINE OF A SECTION-LINE
 TE0068'ROAD, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTH OF
 TE0068'A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK,
 TE0068'STAMPED L 60 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 TE0068'INCHES ABOVE GROUND.  NOTE-- THERE HAS BEEN ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1124 ***********************************************************************
 TE1124  DESIGNATION -  L 61
 TE1124  PID         -  TE1124
 TE1124  STATE/COUNTY-  ND/TOWNER
 TE1124  USGS QUAD   -  EGELAND (1962)
 TE1124
 TE1124                         *CURRENT SURVEY CONTROL
 TE1124  ___________________________________________________________________
 TE1124* NAD 83(1996)-  48 37 49.80617(N)    099 07 19.60373(W)     ADJUSTED  
 TE1124* NAVD 88     -       459.225  (meters)    1506.64   (feet)  ADJUSTED  
 TE1124  ___________________________________________________________________
 TE1124  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 TE1124  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 TE1124  DYNAMIC HT  -         459.325 (meters)    1506.97  (feet)  COMP
 TE1124  MODELED GRAV-     980,815.1   (mgal)                       NAVD 88
 TE1124
 TE1124  HORZ ORDER  -  THIRD
 TE1124  VERT ORDER  -  SECOND    CLASS 0
 TE1124
 TE1124.The horizontal coordinates were established by classical geodetic methods
 TE1124.and adjusted by the National Geodetic Survey in January 1998..
 TE1124
 TE1124.The orthometric height was determined by differential leveling
 TE1124.and adjusted by the National Geodetic Survey in June 1991..
 TE1124
 TE1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1124
 TE1124.The geoid height was determined by GEOID03.
 TE1124
 TE1124.The dynamic height is computed by dividing the NAVD 88
 TE1124.geopotential number by the normal gravity value computed on the
 TE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1124.degrees latitude (g = 980.6199 gals.).
 TE1124
 TE1124.The modeled gravity was interpolated from observed gravity values.
 TE1124
 TE1124;                    North         East     Units Scale Factor Converg.
 TE1124;SPC ND N     -   182,195.314   701,558.886   MT  0.99998124   +1 01 31.2
 TE1124;SPC ND N     -   597,753.65  2,301,702.38   iFT  0.99998124   +1 01 31.2
 TE1124;UTM  14      - 5,386,388.928   491,002.529   MT  0.99960099   -0 05 29.9
 TE1124
 TE1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1124!SPC ND N     -   0.99993169  x   0.99998124  =   0.99991293
 TE1124!UTM  14      -   0.99993169  x   0.99960099  =   0.99953271
 TE1124
 TE1124:                Primary Azimuth Mark                     Grid Az
 TE1124:SPC ND N     -  LIGHTING ROD ON ELEVATOR N               359 36 26.0
 TE1124:UTM  14      -  LIGHTING ROD ON ELEVATOR N               000 43 27.1
 TE1124
 TE1124|---------------------------------------------------------------------|
 TE1124| PID    Reference Object                     Distance      Geod. Az  |
 TE1124|                                                           dddmmss.s |
 TE1124| CO7082 LIGHTING ROD ON ELEVATOR N                         0003757.2 |
 TE1124| TE1916 STA 7 CH 1221                        29.876 METERS 23712     |
 TE1124| CO8269 S GABLE ON BARN NW                                 3154106.2 |
 TE1124|---------------------------------------------------------------------|
 TE1124
 TE1124                          SUPERSEDED SURVEY CONTROL
 TE1124
 TE1124  NAD 83(1986)-  48 37 49.80733(N)    099 07 19.59329(W) AD(       ) 3
 TE1124  NAD 27      -  48 37 49.77804(N)    099 07 18.08177(W) AD(       ) 3
 TE1124  NGVD 29 (??/??/92)  458.865  (m)         1505.46   (f) ADJ UNCH    2 0
 TE1124
 TE1124.Superseded values are not recommended for survey control.
 TE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1124.See file dsdata.txt to determine how the superseded data were derived.
 TE1124
 TE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9100386389(NAD 83)
 TE1124_MARKER: DB = BENCH MARK DISK
 TE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1124_STAMPING: L 61 1934
 TE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1124+STABILITY: SURFACE MOTION
 TE1124
 TE1124  HISTORY     - Date     Condition        Report By
 TE1124  HISTORY     - 1934     MONUMENTED       CGS
 TE1124  HISTORY     - 1959     GOOD             USGS
 TE1124
 TE1124                          STATION DESCRIPTION
 TE1124
 TE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1124'1.1 MI W FROM EGELAND.
 TE1124'1.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1124'RAILWAY (NOW THE SOO LINE RAILROAD) FROM THE STATION AT EGELAND,
 TE1124'TOWNER COUNTY, 133 FEET WEST OF THE SWITCH AT THE WEST POINT OF THE
 TE1124'WYE FORMED BY THE JUNCTION OF THE SPUR TRACK LEADING TO AMOURDALE, AT
 TE1124'A SECTION-LINE ROAD CROSSING, 72 FEET EAST OF THE CENTERLINE OF THE
 TE1124'ROAD, AND 47.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 TE1124'STANDARD DISK, STAMPED L 61 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1124'PROJECTING 6 INCHES ABOVE GROUND.
 TE1124
 TE1124                          STATION RECOVERY (1959)
 TE1124
 TE1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TE1124'EDGELAND, 1.1 MI W. OF, TPS. 159 AND 160 N., R. 66 W., NEAR COR. SECS.
 TE1124'1, 2, 35 AND 36, 47.5 FT N. AND 72 FT E. FROM CENTER OF GRADE CROSSING
 TE1124'OF M., ST.P. AND S.S.M. RR.  A STANDARD USC AND GS DISK SET IN A
 TE1124'CONCRETE POST AND STAMPED---L 61 1934.  S.
 TE1124'GABLE OF BARN 0.25 MI DISTANT---N 44 DEG 18 MIN W.  CENTER
 TE1124'LIGHTNING ROD ON ELEVATOR N.--N 00 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0018 ***********************************************************************
 TF0018  DESIGNATION -  L 62
 TF0018  PID         -  TF0018
 TF0018  STATE/COUNTY-  ND/ROLETTE
 TF0018  USGS QUAD   -  FONDA (1955)
 TF0018
 TF0018                         *CURRENT SURVEY CONTROL
 TF0018  ___________________________________________________________________
 TF0018* NAD 83(1986)-  48 40 29.     (N)    100 04 54.     (W)     SCALED    
 TF0018* NAVD 88     -       476.228  (meters)    1562.42   (feet)  ADJUSTED  
 TF0018  ___________________________________________________________________
 TF0018  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 TF0018  DYNAMIC HT  -         476.345 (meters)    1562.81  (feet)  COMP
 TF0018  MODELED GRAV-     980,841.1   (mgal)                       NAVD 88
 TF0018
 TF0018  VERT ORDER  -  SECOND    CLASS 0
 TF0018
 TF0018.The horizontal coordinates were scaled from a topographic map and have
 TF0018.an estimated accuracy of +/- 6 seconds.
 TF0018
 TF0018.The orthometric height was determined by differential leveling
 TF0018.and adjusted by the National Geodetic Survey in June 1991..
 TF0018
 TF0018.The geoid height was determined by GEOID03.
 TF0018
 TF0018.The dynamic height is computed by dividing the NAVD 88
 TF0018.geopotential number by the normal gravity value computed on the
 TF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0018.degrees latitude (g = 980.6199 gals.).
 TF0018
 TF0018.The modeled gravity was interpolated from observed gravity values.
 TF0018
 TF0018;                    North         East    Units  Estimated Accuracy
 TF0018;SPC ND N     -   186,290.      630,810.      MT  (+/- 180 meters Scaled)
 TF0018
 TF0018                          SUPERSEDED SURVEY CONTROL
 TF0018
 TF0018  NGVD 29 (??/??/92)  475.854  (m)         1561.20   (f) ADJ UNCH    2 0
 TF0018
 TF0018.Superseded values are not recommended for survey control.
 TF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0018.See file dsdata.txt to determine how the superseded data were derived.
 TF0018
 TF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU203918(NAD 83)
 TF0018_MARKER: DB = BENCH MARK DISK
 TF0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0018_STAMPING: L 62 1934
 TF0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0018+STABILITY: SURFACE MOTION
 TF0018
 TF0018  HISTORY     - Date     Condition        Report By
 TF0018  HISTORY     - 1934     MONUMENTED       CGS
 TF0018  HISTORY     - 1940     GOOD             NGS
 TF0018  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0018
 TF0018                          STATION DESCRIPTION
 TF0018
 TF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0018'3 MI E FROM OVERLY.
 TF0018'IN ROLETTE COUNTY, 3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE
 TF0018'STATION AT OVERLY, BOTTINEAU COUNTY, 26 YARDS EAST OF MILEPOST 507, 80
 TF0018'YARDS WEST OF A SECTION-LINE ROAD CROSSING, 44.7 FEET NORTH OF THE
 TF0018'NORTH RAIL, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TF0018'DISK, STAMPED L 62 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0018'PROJECTING 6 INCHES ABOVE GROUND.
 TF0018
 TF0018                          STATION RECOVERY (1982)
 TF0018
 TF0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0018'NOT RECOVERED, PROBABLY TAKEN OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0587 ***********************************************************************
 TF0587  DESIGNATION -  L 63
 TF0587  PID         -  TF0587
 TF0587  STATE/COUNTY-  ND/BOTTINEAU
 TF0587  USGS QUAD   -  MAXBASS (1949)
 TF0587
 TF0587                         *CURRENT SURVEY CONTROL
 TF0587  ___________________________________________________________________
 TF0587* NAD 83(1986)-  48 39 02.     (N)    101 10 09.     (W)     SCALED    
 TF0587* NAVD 88     -       459.898  (meters)    1508.85   (feet)  ADJUSTED  
 TF0587  ___________________________________________________________________
 TF0587  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 TF0587  DYNAMIC HT  -         459.994 (meters)    1509.16  (feet)  COMP
 TF0587  MODELED GRAV-     980,803.6   (mgal)                       NAVD 88
 TF0587
 TF0587  VERT ORDER  -  SECOND    CLASS 0
 TF0587
 TF0587.The horizontal coordinates were scaled from a topographic map and have
 TF0587.an estimated accuracy of +/- 6 seconds.
 TF0587
 TF0587.The orthometric height was determined by differential leveling
 TF0587.and adjusted by the National Geodetic Survey in June 1991..
 TF0587
 TF0587.The geoid height was determined by GEOID03.
 TF0587
 TF0587.The dynamic height is computed by dividing the NAVD 88
 TF0587.geopotential number by the normal gravity value computed on the
 TF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0587.degrees latitude (g = 980.6199 gals.).
 TF0587
 TF0587.The modeled gravity was interpolated from observed gravity values.
 TF0587
 TF0587;                    North         East    Units  Estimated Accuracy
 TF0587;SPC ND N     -   183,730.      550,700.      MT  (+/- 180 meters Scaled)
 TF0587
 TF0587                          SUPERSEDED SURVEY CONTROL
 TF0587
 TF0587  NGVD 29 (??/??/92)  459.539  (m)         1507.67   (f) ADJ UNCH    2 0
 TF0587
 TF0587.Superseded values are not recommended for survey control.
 TF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0587.See file dsdata.txt to determine how the superseded data were derived.
 TF0587
 TF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU402908(NAD 83)
 TF0587_MARKER: DB = BENCH MARK DISK
 TF0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0587_STAMPING: L 63 1934
 TF0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0587+STABILITY: SURFACE MOTION
 TF0587
 TF0587  HISTORY     - Date     Condition        Report By
 TF0587  HISTORY     - 1934     MONUMENTED       CGS
 TF0587  HISTORY     - 1948     GOOD             NGS
 TF0587
 TF0587                          STATION DESCRIPTION
 TF0587
 TF0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TF0587'9.7 MI E FROM LANSFORD.
 TF0587'9.7 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0587'LANSFORD, BOTTINEAU COUNTY, 2.2 MILES EAST OF THE STATION AT HURD, 185
 TF0587'YARDS WEST OF MILEPOST 557, AT A COUNTY-ROAD CROSSING, 33 FEET WEST OF
 TF0587'THE CENTERLINE OF THE ROAD, 45.2 FEET NORTH OF THE NORTH RAIL, 6.5
 TF0587'FEET WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET SOUTH OF THE
 TF0587'FENCE.  A STANDARD DISK, STAMPED L 63 1934 AND SET IN THE TOP OF A
 TF0587'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0313 ***********************************************************************
 TG0313  DESIGNATION -  L 64
 TG0313  PID         -  TG0313
 TG0313  STATE/COUNTY-  ND/WARD
 TG0313  USGS QUAD   -  KENMARE (1981)
 TG0313
 TG0313                         *CURRENT SURVEY CONTROL
 TG0313  ___________________________________________________________________
 TG0313* NAD 83(1986)-  48 42 12.     (N)    102 05 45.     (W)     SCALED    
 TG0313* NAVD 88     -       573.286  (meters)    1880.86   (feet)  ADJUSTED  
 TG0313  ___________________________________________________________________
 TG0313  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG0313  DYNAMIC HT  -         573.398 (meters)    1881.22  (feet)  COMP
 TG0313  MODELED GRAV-     980,787.9   (mgal)                       NAVD 88
 TG0313
 TG0313  VERT ORDER  -  SECOND    CLASS 0
 TG0313
 TG0313.The horizontal coordinates were scaled from a topographic map and have
 TG0313.an estimated accuracy of +/- 6 seconds.
 TG0313
 TG0313.The orthometric height was determined by differential leveling
 TG0313.and adjusted by the National Geodetic Survey in June 1991..
 TG0313
 TG0313.The geoid height was determined by GEOID03.
 TG0313
 TG0313.The dynamic height is computed by dividing the NAVD 88
 TG0313.geopotential number by the normal gravity value computed on the
 TG0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0313.degrees latitude (g = 980.6199 gals.).
 TG0313
 TG0313.The modeled gravity was interpolated from observed gravity values.
 TG0313
 TG0313;                    North         East    Units  Estimated Accuracy
 TG0313;SPC ND N     -   190,600.      482,550.      MT  (+/- 180 meters Scaled)
 TG0313
 TG0313                          SUPERSEDED SURVEY CONTROL
 TG0313
 TG0313  NGVD 29 (??/??/92)  572.88   (m)         1879.5    (f) COMPUTED    2 0
 TG0313
 TG0313.Superseded values are not recommended for survey control.
 TG0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0313.See file dsdata.txt to determine how the superseded data were derived.
 TG0313
 TG0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP136985(NAD 83)
 TG0313_MARKER: DB = BENCH MARK DISK
 TG0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0313_STAMPING: L 64 1934
 TG0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0313+STABILITY: SURFACE MOTION
 TG0313
 TG0313  HISTORY     - Date     Condition        Report By
 TG0313  HISTORY     - 1934     MONUMENTED       CGS
 TG0313  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0313
 TG0313                          STATION DESCRIPTION
 TG0313
 TG0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0313'2.6 MI N FROM KENMARE.
 TG0313'2.6 MILES NORTH ALONG THE SOO LINE RAILROAD (FORMERLY THE MINNEAPOLIS,
 TG0313'ST. PAUL AND SAULT STE. MARIE RAILWAY) FROM THE STATION AT KENMARE,
 TG0313'WARD COUNTY, AT A SHORT NORTH-AND-SOUTH STRETCH BETWEEN TWO CURVES, ON
 TG0313'THE WEST BANK OF A SLIGHT CUT BETWEEN TWO FILLS, ABOUT 358 FEET NORTH
 TG0313'OF A CULVERT AT THE SOUTH FILL, 34.8 FEET NORTH OF A 500-POUND WHITE
 TG0313'BOULDER ABOUT 18 INCHES HIGH, AND 15 FEET WEST OF THE WEST RAIL. A
 TG0313'STANDARD DISK, STAMPED L 64 1934 AND SET IN THE TOP OF A CONCRETE POST
 TG0313'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0220 ***********************************************************************
 SN0220  DESIGNATION -  L 65
 SN0220  PID         -  SN0220
 SN0220  STATE/COUNTY-  ND/MCHENRY
 SN0220  USGS QUAD   -  KONGSBERG (1981)
 SN0220
 SN0220                         *CURRENT SURVEY CONTROL
 SN0220  ___________________________________________________________________
 SN0220* NAD 83(1986)-  47 51 17.     (N)    100 49 15.     (W)     SCALED    
 SN0220* NAVD 88     -       589.032  (meters)    1932.52   (feet)  ADJUSTED  
 SN0220  ___________________________________________________________________
 SN0220  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 SN0220  DYNAMIC HT  -         589.093 (meters)    1932.72  (feet)  COMP
 SN0220  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 SN0220
 SN0220  VERT ORDER  -  SECOND    CLASS 0
 SN0220
 SN0220.The horizontal coordinates were scaled from a topographic map and have
 SN0220.an estimated accuracy of +/- 6 seconds.
 SN0220
 SN0220.The orthometric height was determined by differential leveling
 SN0220.and adjusted by the National Geodetic Survey in June 1991..
 SN0220
 SN0220.The geoid height was determined by GEOID03.
 SN0220
 SN0220.The dynamic height is computed by dividing the NAVD 88
 SN0220.geopotential number by the normal gravity value computed on the
 SN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0220.degrees latitude (g = 980.6199 gals.).
 SN0220
 SN0220.The modeled gravity was interpolated from observed gravity values.
 SN0220
 SN0220;                    North         East    Units  Estimated Accuracy
 SN0220;SPC ND N     -    95,080.      575,990.      MT  (+/- 180 meters Scaled)
 SN0220
 SN0220                          SUPERSEDED SURVEY CONTROL
 SN0220
 SN0220  NGVD 29 (??/??/92)  588.631  (m)         1931.20   (f) ADJ UNCH    2 0
 SN0220
 SN0220.Superseded values are not recommended for survey control.
 SN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0220.See file dsdata.txt to determine how the superseded data were derived.
 SN0220
 SN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU637017(NAD 83)
 SN0220_MARKER: DB = BENCH MARK DISK
 SN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0220_STAMPING: L 65 1934
 SN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0220+STABILITY: SURFACE MOTION
 SN0220
 SN0220  HISTORY     - Date     Condition        Report By
 SN0220  HISTORY     - 1934     MONUMENTED       CGS
 SN0220  HISTORY     - 1962     GOOD             NGS
 SN0220
 SN0220                          STATION DESCRIPTION
 SN0220
 SN0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0220'6.1 MI E FROM RUSO.
 SN0220'ABOUT 6.1 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0220'MARIE RAILROAD FROM THE STATION AT RUSO, ABOUT 0.3 MILE EAST OF
 SN0220'MILEPOLE 443, ABOUT 115 YARDS EAST OF A GRADED ROAD CROSSING, 109.5
 SN0220'FEET SOUTHWEST AND ACROSS THE TRACK FROM A TELEGRAPH POLE, 43.6 FEET
 SN0220'SOUTH OF THE SOUTH RAIL, 1 FOOT NORTH OF A FENCE, 0.9 FOOT EAST OF A
 SN0220'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 SN0220'A CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- ABOUT 0.9 MILE WEST OF A
 SN0220'GRADED ROAD CROSSING AT KONGSBERG.  THE MINNEAPOLIS, ST. PAUL AND
 SN0220'SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1110 ***********************************************************************
 TE1110  DESIGNATION -  L 66
 TE1110  PID         -  TE1110
 TE1110  STATE/COUNTY-  ND/TOWNER
 TE1110  USGS QUAD   -  CONSIDINE (1971)
 TE1110
 TE1110                         *CURRENT SURVEY CONTROL
 TE1110  ___________________________________________________________________
 TE1110* NAD 83(1986)-  48 35 39.     (N)    099 19 39.     (W)     SCALED    
 TE1110* NAVD 88     -       470.124  (meters)    1542.40   (feet)  ADJUSTED  
 TE1110  ___________________________________________________________________
 TE1110  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 TE1110  DYNAMIC HT  -         470.227 (meters)    1542.74  (feet)  COMP
 TE1110  MODELED GRAV-     980,813.7   (mgal)                       NAVD 88
 TE1110
 TE1110  VERT ORDER  -  SECOND    CLASS 0
 TE1110
 TE1110.The horizontal coordinates were scaled from a topographic map and have
 TE1110.an estimated accuracy of +/- 6 seconds.
 TE1110
 TE1110.The orthometric height was determined by differential leveling
 TE1110.and adjusted by the National Geodetic Survey in June 1991..
 TE1110
 TE1110.The geoid height was determined by GEOID03.
 TE1110
 TE1110.The dynamic height is computed by dividing the NAVD 88
 TE1110.geopotential number by the normal gravity value computed on the
 TE1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1110.degrees latitude (g = 980.6199 gals.).
 TE1110
 TE1110.The modeled gravity was interpolated from observed gravity values.
 TE1110
 TE1110;                    North         East    Units  Estimated Accuracy
 TE1110;SPC ND N     -   177,910.      686,480.      MT  (+/- 180 meters Scaled)
 TE1110
 TE1110                          SUPERSEDED SURVEY CONTROL
 TE1110
 TE1110  NGVD 29 (??/??/92)  469.768  (m)         1541.23   (f) ADJ UNCH    2 0
 TE1110
 TE1110.Superseded values are not recommended for survey control.
 TE1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1110.See file dsdata.txt to determine how the superseded data were derived.
 TE1110
 TE1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU758823(NAD 83)
 TE1110_MARKER: DB = BENCH MARK DISK
 TE1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1110_STAMPING: L 66 1934
 TE1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1110+STABILITY: SURFACE MOTION
 TE1110
 TE1110  HISTORY     - Date     Condition        Report By
 TE1110  HISTORY     - 1934     MONUMENTED       CGS
 TE1110  HISTORY     - 1969     MARK NOT FOUND   USGS
 TE1110
 TE1110                          STATION DESCRIPTION
 TE1110
 TE1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1110'2.9 MI SE FROM BISBEE.
 TE1110'2.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 TE1110'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY (NOW THE SOO
 TE1110'LINE RAILROAD) AT BISBEE, TOWNER COUNTY, 6 POLES SOUTHEAST OF MILEPOST
 TE1110'25, 0.8 MILE SOUTHEAST OF A SECTION-ROAD CROSSING AND 48.2 FEET
 TE1110'NORTHEAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED L 66 1934 AND
 TE1110'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 TE1110
 TE1110                          STATION RECOVERY (1969)
 TE1110
 TE1110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE1110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0465 ***********************************************************************
 TF0465  DESIGNATION -  L 67
 TF0465  PID         -  TF0465
 TF0465  STATE/COUNTY-  ND/BOTTINEAU
 TF0465  USGS QUAD   -  CARBURY (1956)
 TF0465
 TF0465                         *CURRENT SURVEY CONTROL
 TF0465  ___________________________________________________________________
 TF0465* NAD 83(1986)-  48 55 20.     (N)    100 33 20.     (W)     SCALED    
 TF0465* NAVD 88     -       514.371  (meters)    1687.57   (feet)  ADJUSTED  
 TF0465  ___________________________________________________________________
 TF0465  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0465  DYNAMIC HT  -         514.491 (meters)    1687.96  (feet)  COMP
 TF0465  MODELED GRAV-     980,825.6   (mgal)                       NAVD 88
 TF0465
 TF0465  VERT ORDER  -  SECOND    CLASS 0
 TF0465
 TF0465.The horizontal coordinates were scaled from a topographic map and have
 TF0465.an estimated accuracy of +/- 6 seconds.
 TF0465
 TF0465.The orthometric height was determined by differential leveling
 TF0465.and adjusted by the National Geodetic Survey in June 1991..
 TF0465
 TF0465.The geoid height was determined by GEOID03.
 TF0465
 TF0465.The dynamic height is computed by dividing the NAVD 88
 TF0465.geopotential number by the normal gravity value computed on the
 TF0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0465.degrees latitude (g = 980.6199 gals.).
 TF0465
 TF0465.The modeled gravity was interpolated from observed gravity values.
 TF0465
 TF0465;                    North         East    Units  Estimated Accuracy
 TF0465;SPC ND N     -   213,730.      595,930.      MT  (+/- 180 meters Scaled)
 TF0465
 TF0465                          SUPERSEDED SURVEY CONTROL
 TF0465
 TF0465  NGVD 29 (??/??/92)  513.970  (m)         1686.25   (f) ADJ UNCH    2 0
 TF0465
 TF0465.Superseded values are not recommended for survey control.
 TF0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0465.See file dsdata.txt to determine how the superseded data were derived.
 TF0465
 TF0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV860199(NAD 83)
 TF0465_MARKER: DB = BENCH MARK DISK
 TF0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0465_STAMPING: L 67 1934
 TF0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0465+STABILITY: SURFACE MOTION
 TF0465
 TF0465  HISTORY     - Date     Condition        Report By
 TF0465  HISTORY     - 1934     MONUMENTED       CGS
 TF0465  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0465
 TF0465                          STATION DESCRIPTION
 TF0465
 TF0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0465'2 MI N FROM CARBURY.
 TF0465'2 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE GREAT NORTHERN RAILWAY
 TF0465'STATION AT CARBURY, BOTTINEAU COUNTY, AT THE INTERSECTION OF A
 TF0465'SECTION-LINE ROAD, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33
 TF0465'FEET SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, 5.5 FEET EAST
 TF0465'OF A RIGHT-OF-WAY FENCE CORNER, AND 1.4 FEET NORTH OF THE FENCE.  A
 TF0465'STANDARD DISK, STAMPED L 67 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0465'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- THERE HAS BEEN ROAD
 TF0465'IMPROVMENT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0150 ***********************************************************************
 TF0150  DESIGNATION -  L 68
 TF0150  PID         -  TF0150
 TF0150  STATE/COUNTY-  ND/PIERCE
 TF0150  USGS QUAD   -  LEVERICH (1954)
 TF0150
 TF0150                         *CURRENT SURVEY CONTROL
 TF0150  ___________________________________________________________________
 TF0150* NAD 83(1986)-  48 25 16.     (N)    100 04 19.     (W)     SCALED    
 TF0150* NAVD 88     -       460.267  (meters)    1510.06   (feet)  ADJUSTED  
 TF0150  ___________________________________________________________________
 TF0150  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 TF0150  DYNAMIC HT  -         460.364 (meters)    1510.38  (feet)  COMP
 TF0150  MODELED GRAV-     980,806.7   (mgal)                       NAVD 88
 TF0150
 TF0150  VERT ORDER  -  SECOND    CLASS 0
 TF0150
 TF0150.The horizontal coordinates were scaled from a topographic map and have
 TF0150.an estimated accuracy of +/- 6 seconds.
 TF0150
 TF0150.The orthometric height was determined by differential leveling
 TF0150.and adjusted by the National Geodetic Survey in June 1991..
 TF0150
 TF0150.The geoid height was determined by GEOID03.
 TF0150
 TF0150.The dynamic height is computed by dividing the NAVD 88
 TF0150.geopotential number by the normal gravity value computed on the
 TF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0150.degrees latitude (g = 980.6199 gals.).
 TF0150
 TF0150.The modeled gravity was interpolated from observed gravity values.
 TF0150
 TF0150;                    North         East    Units  Estimated Accuracy
 TF0150;SPC ND N     -   158,090.      631,680.      MT  (+/- 180 meters Scaled)
 TF0150
 TF0150                          SUPERSEDED SURVEY CONTROL
 TF0150
 TF0150  NGVD 29 (??/??/92)  459.910  (m)         1508.89   (f) ADJ UNCH    2 0
 TF0150
 TF0150.Superseded values are not recommended for survey control.
 TF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0150.See file dsdata.txt to determine how the superseded data were derived.
 TF0150
 TF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU206636(NAD 83)
 TF0150_MARKER: DB = BENCH MARK DISK
 TF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0150_STAMPING: L 68 1934
 TF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0150+STABILITY: SURFACE MOTION
 TF0150
 TF0150  HISTORY     - Date     Condition        Report By
 TF0150  HISTORY     - 1934     MONUMENTED       CGS
 TF0150  HISTORY     - 1951     GOOD             USGS
 TF0150  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0150
 TF0150                          STATION DESCRIPTION
 TF0150
 TF0150'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 TF0150'4.8 MI NW FROM RUGBY.
 TF0150'4.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM RUGBY,
 TF0150'PIERCE COUNTY, 6 POLES SOUTHEAST OF MILEPOST 5, 95.4 FEET SOUTHWEST OF
 TF0150'THE SOUTHWEST RAIL, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 TF0150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 TF0150'GROUND.
 TF0150
 TF0150                          STATION RECOVERY (1982)
 TF0150
 TF0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0150'NOT RECOVERED, PROBABLY UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0387 ***********************************************************************
 TG0387  DESIGNATION -  L 7 B 1
 TG0387  PID         -  TG0387
 TG0387  STATE/COUNTY-  ND/BURKE
 TG0387  USGS QUAD   -  VANVILLE NE (1948)
 TG0387
 TG0387                         *CURRENT SURVEY CONTROL
 TG0387  ___________________________________________________________________
 TG0387* NAD 83(1986)-  48 44 14.     (N)    102 19 54.     (W)     SCALED    
 TG0387* NAVD 88     -       615.987  (meters)    2020.95   (feet)  ADJUSTED  
 TG0387  ___________________________________________________________________
 TG0387  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 TG0387  DYNAMIC HT  -         616.111 (meters)    2021.36  (feet)  COMP
 TG0387  MODELED GRAV-     980,790.6   (mgal)                       NAVD 88
 TG0387
 TG0387  VERT ORDER  -  SECOND    CLASS 0
 TG0387
 TG0387.The horizontal coordinates were scaled from a topographic map and have
 TG0387.an estimated accuracy of +/- 6 seconds.
 TG0387
 TG0387.The orthometric height was determined by differential leveling
 TG0387.and adjusted by the National Geodetic Survey in June 1991..
 TG0387
 TG0387.The geoid height was determined by GEOID03.
 TG0387
 TG0387.The dynamic height is computed by dividing the NAVD 88
 TG0387.geopotential number by the normal gravity value computed on the
 TG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0387.degrees latitude (g = 980.6199 gals.).
 TG0387
 TG0387.The modeled gravity was interpolated from observed gravity values.
 TG0387
 TG0387;                    North         East    Units  Estimated Accuracy
 TG0387;SPC ND N     -   194,760.      465,280.      MT  (+/- 180 meters Scaled)
 TG0387
 TG0387                          SUPERSEDED SURVEY CONTROL
 TG0387
 TG0387  NGVD 29 (??/??/92)  615.57   (m)         2019.6    (f) COMPUTED    2 0
 TG0387
 TG0387.Superseded values are not recommended for survey control.
 TG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0387.See file dsdata.txt to determine how the superseded data were derived.
 TG0387
 TG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ961016(NAD 83)
 TG0387_MARKER: DD = SURVEY DISK
 TG0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0387_SP_SET: PEDESTAL
 TG0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0387
 TG0387  HISTORY     - Date     Condition        Report By
 TG0387  HISTORY     - UNK      MONUMENTED       DOD
 TG0387  HISTORY     - 1963     GOOD             NGS
 TG0387
 TG0387                          STATION DESCRIPTION
 TG0387
 TG0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0387'1.6 MI SW FROM COTEAU.
 TG0387'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0387'RAILWAY STATION AT COTEAU, THENCE 1.3 MILES SOUTH ALONG STATE HIGHWAY
 TG0387'8, IN S 27, R 90 W, T 161 N, ABOUT 0.2 MILE WEST OF THE HIGHWAY, IN A
 TG0387'LARGE CULTIVATED FIELD, ABOUT LEVEL WITH THE HIGHWAY, A 1 1/2 X 4 FOOT
 TG0387'CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS
 TG0387'HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0386 ***********************************************************************
 TG0386  DESIGNATION -  L 7 B 2
 TG0386  PID         -  TG0386
 TG0386  STATE/COUNTY-  ND/BURKE
 TG0386  USGS QUAD   -  VANVILLE NE (1948)
 TG0386
 TG0386                         *CURRENT SURVEY CONTROL
 TG0386  ___________________________________________________________________
 TG0386* NAD 83(1986)-  48 44 25.     (N)    102 19 46.     (W)     SCALED    
 TG0386* NAVD 88     -       615.915  (meters)    2020.71   (feet)  ADJUSTED  
 TG0386  ___________________________________________________________________
 TG0386  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TG0386  DYNAMIC HT  -         616.040 (meters)    2021.12  (feet)  COMP
 TG0386  MODELED GRAV-     980,791.4   (mgal)                       NAVD 88
 TG0386
 TG0386  VERT ORDER  -  SECOND    CLASS 0
 TG0386
 TG0386.The horizontal coordinates were scaled from a topographic map and have
 TG0386.an estimated accuracy of +/- 6 seconds.
 TG0386
 TG0386.The orthometric height was determined by differential leveling
 TG0386.and adjusted by the National Geodetic Survey in June 1991..
 TG0386
 TG0386.The geoid height was determined by GEOID03.
 TG0386
 TG0386.The dynamic height is computed by dividing the NAVD 88
 TG0386.geopotential number by the normal gravity value computed on the
 TG0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0386.degrees latitude (g = 980.6199 gals.).
 TG0386
 TG0386.The modeled gravity was interpolated from observed gravity values.
 TG0386
 TG0386;                    North         East    Units  Estimated Accuracy
 TG0386;SPC ND N     -   195,090.      465,450.      MT  (+/- 180 meters Scaled)
 TG0386
 TG0386                          SUPERSEDED SURVEY CONTROL
 TG0386
 TG0386  NGVD 29 (??/??/92)  615.50   (m)         2019.4    (f) COMPUTED    2 0
 TG0386
 TG0386.Superseded values are not recommended for survey control.
 TG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0386.See file dsdata.txt to determine how the superseded data were derived.
 TG0386
 TG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ963020(NAD 83)
 TG0386_MARKER: DZ = AZIMUTH MARK DISK
 TG0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0386_SP_SET: PEDESTAL
 TG0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0386
 TG0386  HISTORY     - Date     Condition        Report By
 TG0386  HISTORY     - UNK      MONUMENTED       DOD
 TG0386  HISTORY     - 1963     GOOD             NGS
 TG0386
 TG0386                          STATION DESCRIPTION
 TG0386
 TG0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0386'1.4 MI SW FROM COTEAU.
 TG0386'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0386'RAILWAY STATION AT COTEAU, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY
 TG0386'8, ABOUT 0.1 MILE WEST OF THE HIGHWAY, IN S 27, R 90 W, T 161 N, ABOUT
 TG0386'100 YARDS SOUTHWEST OF A GROUP OF SMALL TREES, IN A CULTIVATED FIELD,
 TG0386'ABOUT LEVEL WITH THE HIGHWAY, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH
 TG0386'TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0384 ***********************************************************************
 TG0384  DESIGNATION -  L 7 Z
 TG0384  PID         -  TG0384
 TG0384  STATE/COUNTY-  ND/BURKE
 TG0384  USGS QUAD   -  VANVILLE NE (1948)
 TG0384
 TG0384                         *CURRENT SURVEY CONTROL
 TG0384  ___________________________________________________________________
 TG0384* NAD 83(1986)-  48 44 30.     (N)    102 19 39.     (W)     SCALED    
 TG0384* NAVD 88     -       612.126  (meters)    2008.28   (feet)  ADJUSTED  
 TG0384  ___________________________________________________________________
 TG0384  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 TG0384  DYNAMIC HT  -         612.250 (meters)    2008.69  (feet)  COMP
 TG0384  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TG0384
 TG0384  VERT ORDER  -  SECOND    CLASS 0
 TG0384
 TG0384.The horizontal coordinates were scaled from a topographic map and have
 TG0384.an estimated accuracy of +/- 6 seconds.
 TG0384
 TG0384.The orthometric height was determined by differential leveling
 TG0384.and adjusted by the National Geodetic Survey in June 1991..
 TG0384
 TG0384.The geoid height was determined by GEOID03.
 TG0384
 TG0384.The dynamic height is computed by dividing the NAVD 88
 TG0384.geopotential number by the normal gravity value computed on the
 TG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0384.degrees latitude (g = 980.6199 gals.).
 TG0384
 TG0384.The modeled gravity was interpolated from observed gravity values.
 TG0384
 TG0384;                    North         East    Units  Estimated Accuracy
 TG0384;SPC ND N     -   195,240.      465,600.      MT  (+/- 180 meters Scaled)
 TG0384
 TG0384                          SUPERSEDED SURVEY CONTROL
 TG0384
 TG0384  NGVD 29 (??/??/92)  611.71   (m)         2006.9    (f) COMPUTED    2 0
 TG0384
 TG0384.Superseded values are not recommended for survey control.
 TG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0384.See file dsdata.txt to determine how the superseded data were derived.
 TG0384
 TG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ964021(NAD 83)
 TG0384_MARKER: DS = TRIANGULATION STATION DISK
 TG0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0384_STAMPING: L 7 Z 1963
 TG0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0384+STABILITY: SURFACE MOTION
 TG0384
 TG0384  HISTORY     - Date     Condition        Report By
 TG0384  HISTORY     - 1963     MONUMENTED       CGS
 TG0384
 TG0384                          STATION DESCRIPTION
 TG0384
 TG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0384'1.3 MI SW FROM COTEAU.
 TG0384'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0384'RAILWAY STATION AT COTEAU, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY
 TG0384'8, ABOUT 0.5 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, AT THE
 TG0384'JUNCTION OF A FARM ROAD LEADING EAST, IN S 26, R 90 W, T 161 N, 72
 TG0384'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 14.5 FEET SOUTH OF THE
 TG0384'CENTERLINE OF THE FARM ROAD, 5.5 FEET NORTHWEST OF A POWER POLE, 5.5
 TG0384'FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER POST, 4.2 FEET WEST OF
 TG0384'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 TG0384'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0388 ***********************************************************************
 TG0388  DESIGNATION -  L 7 Z AZ MK
 TG0388  PID         -  TG0388
 TG0388  STATE/COUNTY-  ND/BURKE
 TG0388  USGS QUAD   -  VANVILLE NE (1948)
 TG0388
 TG0388                         *CURRENT SURVEY CONTROL
 TG0388  ___________________________________________________________________
 TG0388* NAD 83(1986)-  48 44 10.     (N)    102 19 39.     (W)     SCALED    
 TG0388* NAVD 88     -       613.610  (meters)    2013.15   (feet)  ADJUSTED  
 TG0388  ___________________________________________________________________
 TG0388  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 TG0388  DYNAMIC HT  -         613.733 (meters)    2013.56  (feet)  COMP
 TG0388  MODELED GRAV-     980,790.5   (mgal)                       NAVD 88
 TG0388
 TG0388  VERT ORDER  -  SECOND    CLASS 0
 TG0388
 TG0388.The horizontal coordinates were scaled from a topographic map and have
 TG0388.an estimated accuracy of +/- 6 seconds.
 TG0388
 TG0388.The orthometric height was determined by differential leveling
 TG0388.and adjusted by the National Geodetic Survey in June 1991..
 TG0388
 TG0388.The geoid height was determined by GEOID03.
 TG0388
 TG0388.The dynamic height is computed by dividing the NAVD 88
 TG0388.geopotential number by the normal gravity value computed on the
 TG0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0388.degrees latitude (g = 980.6199 gals.).
 TG0388
 TG0388.The modeled gravity was interpolated from observed gravity values.
 TG0388
 TG0388;                    North         East    Units  Estimated Accuracy
 TG0388;SPC ND N     -   194,630.      465,590.      MT  (+/- 180 meters Scaled)
 TG0388
 TG0388                          SUPERSEDED SURVEY CONTROL
 TG0388
 TG0388  NGVD 29 (??/??/92)  613.20   (m)         2011.8    (f) COMPUTED    2 0
 TG0388
 TG0388.Superseded values are not recommended for survey control.
 TG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0388.See file dsdata.txt to determine how the superseded data were derived.
 TG0388
 TG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ964015(NAD 83)
 TG0388_MARKER: DZ = AZIMUTH MARK DISK
 TG0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0388_STAMPING: L 7 Z 1963
 TG0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0388+STABILITY: SURFACE MOTION
 TG0388
 TG0388  HISTORY     - Date     Condition        Report By
 TG0388  HISTORY     - 1963     MONUMENTED       CGS
 TG0388
 TG0388                          STATION DESCRIPTION
 TG0388
 TG0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0388'1.7 MI SW FROM COTEAU.
 TG0388'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0388'RAILWAY STATION AT COTEAU, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY
 TG0388'8, ABOUT 0.9 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, 114 FEET
 TG0388'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A GRAVELED DRIVEWAY LEADING
 TG0388'WEST, 70 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST OF A
 TG0388'POWER POLE, 3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TG0388'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0388'PROJECTING 2 INCHES.  NOTE-- S 26, R 90 W, T 161 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0385 ***********************************************************************
 TG0385  DESIGNATION -  L 7 Z RM 1
 TG0385  PID         -  TG0385
 TG0385  STATE/COUNTY-  ND/BURKE
 TG0385  USGS QUAD   -  VANVILLE NE (1948)
 TG0385
 TG0385                         *CURRENT SURVEY CONTROL
 TG0385  ___________________________________________________________________
 TG0385* NAD 83(1986)-  48 44 30.     (N)    102 19 38.     (W)     SCALED    
 TG0385* NAVD 88     -       611.996  (meters)    2007.86   (feet)  ADJUSTED  
 TG0385  ___________________________________________________________________
 TG0385  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 TG0385  DYNAMIC HT  -         612.119 (meters)    2008.26  (feet)  COMP
 TG0385  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TG0385
 TG0385  VERT ORDER  -  SECOND    CLASS 0
 TG0385
 TG0385.The horizontal coordinates were scaled from a topographic map and have
 TG0385.an estimated accuracy of +/- 6 seconds.
 TG0385
 TG0385.The orthometric height was determined by differential leveling
 TG0385.and adjusted by the National Geodetic Survey in June 1991..
 TG0385
 TG0385.The geoid height was determined by GEOID03.
 TG0385
 TG0385.The dynamic height is computed by dividing the NAVD 88
 TG0385.geopotential number by the normal gravity value computed on the
 TG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0385.degrees latitude (g = 980.6199 gals.).
 TG0385
 TG0385.The modeled gravity was interpolated from observed gravity values.
 TG0385
 TG0385;                    North         East    Units  Estimated Accuracy
 TG0385;SPC ND N     -   195,240.      465,620.      MT  (+/- 180 meters Scaled)
 TG0385
 TG0385                          SUPERSEDED SURVEY CONTROL
 TG0385
 TG0385  NGVD 29 (??/??/92)  611.58   (m)         2006.5    (f) COMPUTED    2 0
 TG0385
 TG0385.Superseded values are not recommended for survey control.
 TG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0385.See file dsdata.txt to determine how the superseded data were derived.
 TG0385
 TG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ964021(NAD 83)
 TG0385_MARKER: DR = REFERENCE MARK DISK
 TG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0385_STAMPING: L 7 Z NO 1 1963
 TG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0385+STABILITY: SURFACE MOTION
 TG0385
 TG0385  HISTORY     - Date     Condition        Report By
 TG0385  HISTORY     - 1963     MONUMENTED       CGS
 TG0385
 TG0385                          STATION DESCRIPTION
 TG0385
 TG0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0385'1.3 MI SW FROM COTEAU.
 TG0385'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0385'RAILWAY STATION AT COTEAU, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY
 TG0385'8, ABOUT 0.5 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, AT THE
 TG0385'JUNCTION OF A FARM ROAD LEADING EAST, IN S 26, R 90 W, T 161 N, 59
 TG0385'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 38.5 FEET SOUTH OF THE
 TG0385'CENTERLINE OF THE FARM ROAD, 27.1 FEET SOUTHWEST OF THE STATION MARK,
 TG0385'24.5 FEET SOUTHWEST OF A POWER POLE, ABOUT 2 FEET BELOW THE LEVEL OF
 TG0385'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0383 ***********************************************************************
 TG0383  DESIGNATION -  L 7 Z RM 2
 TG0383  PID         -  TG0383
 TG0383  STATE/COUNTY-  ND/BURKE
 TG0383  USGS QUAD   -  VANVILLE NE (1948)
 TG0383
 TG0383                         *CURRENT SURVEY CONTROL
 TG0383  ___________________________________________________________________
 TG0383* NAD 83(1986)-  48 44 30.     (N)    102 19 39.     (W)     SCALED    
 TG0383* NAVD 88     -       611.933  (meters)    2007.65   (feet)  ADJUSTED  
 TG0383  ___________________________________________________________________
 TG0383  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 TG0383  DYNAMIC HT  -         612.057 (meters)    2008.06  (feet)  COMP
 TG0383  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TG0383
 TG0383  VERT ORDER  -  SECOND    CLASS 0
 TG0383
 TG0383.The horizontal coordinates were scaled from a topographic map and have
 TG0383.an estimated accuracy of +/- 6 seconds.
 TG0383
 TG0383.The orthometric height was determined by differential leveling
 TG0383.and adjusted by the National Geodetic Survey in June 1991..
 TG0383
 TG0383.The geoid height was determined by GEOID03.
 TG0383
 TG0383.The dynamic height is computed by dividing the NAVD 88
 TG0383.geopotential number by the normal gravity value computed on the
 TG0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0383.degrees latitude (g = 980.6199 gals.).
 TG0383
 TG0383.The modeled gravity was interpolated from observed gravity values.
 TG0383
 TG0383;                    North         East    Units  Estimated Accuracy
 TG0383;SPC ND N     -   195,240.      465,600.      MT  (+/- 180 meters Scaled)
 TG0383
 TG0383                          SUPERSEDED SURVEY CONTROL
 TG0383
 TG0383  NGVD 29 (??/??/92)  611.52   (m)         2006.3    (f) COMPUTED    2 0
 TG0383
 TG0383.Superseded values are not recommended for survey control.
 TG0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0383.See file dsdata.txt to determine how the superseded data were derived.
 TG0383
 TG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ964021(NAD 83)
 TG0383_MARKER: DR = REFERENCE MARK DISK
 TG0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0383_STAMPING: L 7 Z NO 2 1963
 TG0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0383+STABILITY: SURFACE MOTION
 TG0383
 TG0383  HISTORY     - Date     Condition        Report By
 TG0383  HISTORY     - 1963     MONUMENTED       CGS
 TG0383
 TG0383                          STATION DESCRIPTION
 TG0383
 TG0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0383'1.3 MI SW FROM COTEAU.
 TG0383'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0383'RAILWAY STATION AT COTEAU, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY
 TG0383'8, ABOUT 0.5 MILE SOUTH OF A GRAVELED ROAD INTERSECTION, AT THE
 TG0383'JUNCTION OF A FARM ROAD LEADING EAST, IN S 26, R 90 W, T 161 N, 57
 TG0383'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET NORTHWEST OF A
 TG0383'POWER POLE, 38.6 FEET NORTHWEST OF THE STATION MARK, 20.5 FEET NORTH
 TG0383'OF THE CENTERLINE OF THE FARM ROAD, ABOUT 2 FEET BELOW THE LEVEL OF
 TG0383'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0863 ***********************************************************************
 SM0863  DESIGNATION -  L 70
 SM0863  PID         -  SM0863
 SM0863  STATE/COUNTY-  ND/WELLS
 SM0863  USGS QUAD   -  SENIOR LAKE (1978)
 SM0863
 SM0863                         *CURRENT SURVEY CONTROL
 SM0863  ___________________________________________________________________
 SM0863* NAD 83(1986)-  47 20 42.     (N)    099 58 09.     (W)     SCALED    
 SM0863* NAVD 88     -       606.306  (meters)    1989.19   (feet)  ADJUSTED  
 SM0863  ___________________________________________________________________
 SM0863  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SM0863  DYNAMIC HT  -         606.345 (meters)    1989.32  (feet)  COMP
 SM0863  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 SM0863
 SM0863  VERT ORDER  -  SECOND    CLASS 0
 SM0863
 SM0863.The horizontal coordinates were scaled from a topographic map and have
 SM0863.an estimated accuracy of +/- 6 seconds.
 SM0863
 SM0863.The orthometric height was determined by differential leveling
 SM0863.and adjusted by the National Geodetic Survey in June 1991..
 SM0863
 SM0863.The geoid height was determined by GEOID03.
 SM0863
 SM0863.The dynamic height is computed by dividing the NAVD 88
 SM0863.geopotential number by the normal gravity value computed on the
 SM0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0863.degrees latitude (g = 980.6199 gals.).
 SM0863
 SM0863.The modeled gravity was interpolated from observed gravity values.
 SM0863
 SM0863;                    North         East    Units  Estimated Accuracy
 SM0863;SPC ND N     -    38,500.      640,110.      MT  (+/- 180 meters Scaled)
 SM0863
 SM0863                          SUPERSEDED SURVEY CONTROL
 SM0863
 SM0863  NGVD 29 (??/??/92)  605.88   (m)         1987.8    (f) COMPUTED    2 0
 SM0863
 SM0863.Superseded values are not recommended for survey control.
 SM0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0863.See file dsdata.txt to determine how the superseded data were derived.
 SM0863
 SM0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT267439(NAD 83)
 SM0863_MARKER: DB = BENCH MARK DISK
 SM0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0863_STAMPING: L 70 1934
 SM0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0863+STABILITY: SURFACE MOTION
 SM0863
 SM0863  HISTORY     - Date     Condition        Report By
 SM0863  HISTORY     - 1934     MONUMENTED       CGS
 SM0863  HISTORY     - 1964     GOOD             NGS
 SM0863
 SM0863                          STATION DESCRIPTION
 SM0863
 SM0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0863'9.1 MI S FROM HURDSFIELD.
 SM0863'ABOUT 9.1 MILES SOUTH ALONG STATE HIGHWAY 3 FROM HURDSFIELD, WELLS
 SM0863'COUNTY, ABOUT 2.1 MILES SOUTH OF A COUNTY ROAD LEADING WEST, 33 FEET
 SM0863'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 0.8 FOOT EAST OF THE
 SM0863'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 70 1934 AND SET IN THE
 SM0863'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND, 1.7
 SM0863'FEET NORTH OF A WHITE WOODEN POST STENCILED U.S. B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0864 ***********************************************************************
 SM0864  DESIGNATION -  L 70 RESET
 SM0864  PID         -  SM0864
 SM0864  STATE/COUNTY-  ND/WELLS
 SM0864  USGS QUAD   -  SENIOR LAKE (1978)
 SM0864
 SM0864                         *CURRENT SURVEY CONTROL
 SM0864  ___________________________________________________________________
 SM0864* NAD 83(1986)-  47 20 42.     (N)    099 58 09.     (W)     SCALED    
 SM0864* NAVD 88     -       606.79   (+/-2cm)    1990.8    (feet)  VERTCON   
 SM0864  ___________________________________________________________________
 SM0864  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 SM0864
 SM0864  VERT ORDER  -  THIRD (See Below)
 SM0864
 SM0864.The horizontal coordinates were scaled from a topographic map and have
 SM0864.an estimated accuracy of +/- 6 seconds.
 SM0864
 SM0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0864.The vertical order pertains to the NGVD 29 superseded value.
 SM0864
 SM0864.The geoid height was determined by GEOID03.
 SM0864
 SM0864;                    North         East    Units  Estimated Accuracy
 SM0864;SPC ND N     -    38,500.      640,110.      MT  (+/- 180 meters Scaled)
 SM0864
 SM0864                          SUPERSEDED SURVEY CONTROL
 SM0864
 SM0864  NGVD 29 (??/??/??)  606.36   (m)         1989.4    (f) RESET       3  
 SM0864
 SM0864.Superseded values are not recommended for survey control.
 SM0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0864.See file dsdata.txt to determine how the superseded data were derived.
 SM0864
 SM0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT267439(NAD 83)
 SM0864_MARKER: DB = BENCH MARK DISK
 SM0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0864_STAMPING: L 70 RESET 1956
 SM0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0864+STABILITY: SURFACE MOTION
 SM0864
 SM0864  HISTORY     - Date     Condition        Report By
 SM0864  HISTORY     - 1956     MONUMENTED       CGS
 SM0864
 SM0864                          STATION DESCRIPTION
 SM0864
 SM0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0864'2.0 MI W FROM HURDSFIELD.
 SM0864'2.0 MILES WEST ALONG STATE HIGHWAYS 3 AND 7 FROM THE NORTHERN PACIFIC
 SM0864'RAILWAY STATION AT HURDSFIELD, WELLS COUNTY THENCE 7.0 MILES SOUTH
 SM0864'ALONG STATE HIGHWAY 3.  1.8 MILES SOUTH OF CROSSROADS AND A RURAL
 SM0864'SCHOOL, 100 FEET WEST OF THE CENTERLINE OF HIGHWAY, AND IN THE WEST
 SM0864'RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED L 70 RESET 1956 AND SET
 SM0864'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0540 ***********************************************************************
 SM0540  DESIGNATION -  L 74
 SM0540  PID         -  SM0540
 SM0540  STATE/COUNTY-  ND/FOSTER
 SM0540  USGS QUAD   -  BORDULAC NE (1951)
 SM0540
 SM0540                         *CURRENT SURVEY CONTROL
 SM0540  ___________________________________________________________________
 SM0540* NAD 83(1986)-  47 27 25.     (N)    098 46 37.     (W)     SCALED    
 SM0540* NAVD 88     -       461.794  (meters)    1515.07   (feet)  ADJUSTED  
 SM0540  ___________________________________________________________________
 SM0540  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 SM0540  DYNAMIC HT  -         461.850 (meters)    1515.25  (feet)  COMP
 SM0540  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 SM0540
 SM0540  VERT ORDER  -  SECOND    CLASS 0
 SM0540
 SM0540.The horizontal coordinates were scaled from a topographic map and have
 SM0540.an estimated accuracy of +/- 6 seconds.
 SM0540
 SM0540.The orthometric height was determined by differential leveling
 SM0540.and adjusted by the National Geodetic Survey in June 1991..
 SM0540
 SM0540.The geoid height was determined by GEOID03.
 SM0540
 SM0540.The dynamic height is computed by dividing the NAVD 88
 SM0540.geopotential number by the normal gravity value computed on the
 SM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0540.degrees latitude (g = 980.6199 gals.).
 SM0540
 SM0540.The modeled gravity was interpolated from observed gravity values.
 SM0540
 SM0540;                    North         East    Units  Estimated Accuracy
 SM0540;SPC ND N     -    52,260.      729,920.      MT  (+/- 180 meters Scaled)
 SM0540
 SM0540                          SUPERSEDED SURVEY CONTROL
 SM0540
 SM0540  NGVD 29 (??/??/92)  461.428  (m)         1513.87   (f) ADJ UNCH    2 0
 SM0540
 SM0540.Superseded values are not recommended for survey control.
 SM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0540.See file dsdata.txt to determine how the superseded data were derived.
 SM0540
 SM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT168559(NAD 83)
 SM0540_MARKER: DB = BENCH MARK DISK
 SM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0540_STAMPING: L-74 -- 1934
 SM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0540+STABILITY: SURFACE MOTION
 SM0540
 SM0540  HISTORY     - Date     Condition        Report By
 SM0540  HISTORY     - 1934     MONUMENTED       CGS
 SM0540
 SM0540                          STATION DESCRIPTION
 SM0540
 SM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0540'9.3 MI W FROM GLENFIELD.
 SM0540'9.3 MILES WEST OF STATE HY. AND G.N. RWY. CROSSING AT GLENFIELD.  211
 SM0540'YARDS EAST OF A COUNTRY CHURCH.  98 YARDS SOUTHWEST OF A COUNTRY
 SM0540'SCHOOL HOUSE.  36 FEET WEST OF CENTERLINE OF CROSS ROAD.  27 FEET
 SM0540'NORTH OF CENTERLINE OF STATE HY. 7.  4.9 FEET SOUTHWEST OF CORNER POST
 SM0540'IN SOUTHEAST CORNER OF FENCE.  STANDARD TABLET SET IN CONCRETE POST 4
 SM0540'IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0541 ***********************************************************************
 SM0541  DESIGNATION -  L 74 RESET
 SM0541  PID         -  SM0541
 SM0541  STATE/COUNTY-  ND/FOSTER
 SM0541  USGS QUAD   -  BORDULAC NE (1951)
 SM0541
 SM0541                         *CURRENT SURVEY CONTROL
 SM0541  ___________________________________________________________________
 SM0541* NAD 83(1986)-  47 27 25.     (N)    098 46 37.     (W)     SCALED    
 SM0541* NAVD 88     -       461.37   (+/-2cm)    1513.7    (feet)  VERTCON   
 SM0541  ___________________________________________________________________
 SM0541  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 SM0541
 SM0541  VERT ORDER  -  THIRD (See Below)
 SM0541
 SM0541.The horizontal coordinates were scaled from a topographic map and have
 SM0541.an estimated accuracy of +/- 6 seconds.
 SM0541
 SM0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0541.The vertical order pertains to the NGVD 29 superseded value.
 SM0541
 SM0541.The geoid height was determined by GEOID03.
 SM0541
 SM0541;                    North         East    Units  Estimated Accuracy
 SM0541;SPC ND N     -    52,260.      729,920.      MT  (+/- 180 meters Scaled)
 SM0541
 SM0541                          SUPERSEDED SURVEY CONTROL
 SM0541
 SM0541  NGVD 29 (??/??/??)  461.00   (m)         1512.5    (f) RESET       3  
 SM0541
 SM0541.Superseded values are not recommended for survey control.
 SM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0541.See file dsdata.txt to determine how the superseded data were derived.
 SM0541
 SM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT168559(NAD 83)
 SM0541_MARKER: DB = BENCH MARK DISK
 SM0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0541_STAMPING: L 74 RESET 1949
 SM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0541+STABILITY: SURFACE MOTION
 SM0541
 SM0541  HISTORY     - Date     Condition        Report By
 SM0541  HISTORY     - 1949     MONUMENTED       NDHD
 SM0541  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0541
 SM0541                          STATION DESCRIPTION
 SM0541
 SM0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0541'10.0 MI W FROM GLENFIELD.
 SM0541'10.0 MILES WEST ALONG STATE HIGHWAY 7 FROM THE INTERSECTION OF STATE
 SM0541'HIGHWAY 20 AT GLENFIELD, FOSTER COUNTY, 210 YARDS EAST OF A CHURCH,
 SM0541'SOUTHWEST OF A SCHOOLHOUSE, 130 FEET NORTH OF THE CENTERLINE OF THE
 SM0541'HIGHWAY, 40 FEET WEST OF A SECTION CORNER, AND AT A NORTH-AND-SOUTH
 SM0541'FENCE.  A STANDARD DISK, STAMPED L 74 RESET 1949 AND SET IN THE TOP OF
 SM0541'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0837 ***********************************************************************
 SM0837  DESIGNATION -  L 75
 SM0837  PID         -  SM0837
 SM0837  STATE/COUNTY-  ND/WELLS
 SM0837  USGS QUAD   -  BOWDON (1986)
 SM0837
 SM0837                         *CURRENT SURVEY CONTROL
 SM0837  ___________________________________________________________________
 SM0837* NAD 83(1986)-  47 27 28.     (N)    099 44 39.     (W)     SCALED    
 SM0837* NAVD 88     -       551.170  (meters)    1808.30   (feet)  ADJUSTED  
 SM0837  ___________________________________________________________________
 SM0837  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 SM0837  DYNAMIC HT  -         551.225 (meters)    1808.48  (feet)  COMP
 SM0837  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 SM0837
 SM0837  VERT ORDER  -  SECOND    CLASS 0
 SM0837
 SM0837.The horizontal coordinates were scaled from a topographic map and have
 SM0837.an estimated accuracy of +/- 6 seconds.
 SM0837
 SM0837.The orthometric height was determined by differential leveling
 SM0837.and adjusted by the National Geodetic Survey in June 1991..
 SM0837
 SM0837.The geoid height was determined by GEOID03.
 SM0837
 SM0837.The dynamic height is computed by dividing the NAVD 88
 SM0837.geopotential number by the normal gravity value computed on the
 SM0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0837.degrees latitude (g = 980.6199 gals.).
 SM0837
 SM0837.The modeled gravity was interpolated from observed gravity values.
 SM0837
 SM0837;                    North         East    Units  Estimated Accuracy
 SM0837;SPC ND N     -    51,180.      656,990.      MT  (+/- 180 meters Scaled)
 SM0837
 SM0837                          SUPERSEDED SURVEY CONTROL
 SM0837
 SM0837  NGVD 29 (??/??/92)  550.778  (m)         1807.01   (f) ADJ UNCH    2 0
 SM0837
 SM0837.Superseded values are not recommended for survey control.
 SM0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0837.See file dsdata.txt to determine how the superseded data were derived.
 SM0837
 SM0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT439563(NAD 83)
 SM0837_MARKER: DB = BENCH MARK DISK
 SM0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0837_STAMPING: L 75 1934
 SM0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0837+STABILITY: SURFACE MOTION
 SM0837
 SM0837  HISTORY     - Date     Condition        Report By
 SM0837  HISTORY     - 1934     MONUMENTED       CGS
 SM0837  HISTORY     - 1960     GOOD             NGS
 SM0837  HISTORY     - 1972     MARK NOT FOUND   USGS
 SM0837  HISTORY     - 1977     MARK NOT FOUND   USGS
 SM0837
 SM0837                          STATION DESCRIPTION
 SM0837
 SM0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0837'1.9 MI W FROM BOWDON.
 SM0837'1.9 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0837'BOWDON, WELLS COUNTY, 250 FEET EAST OF A ROAD CROSSING, AND 43.9 FEET
 SM0837'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED L 75 1934 AND SET
 SM0837'IN THE TOP OF A CONCRETE POST PROJECTINGNG 2 INCHES ABOVE GROUND.
 SM0837
 SM0837                          STATION RECOVERY (1972)
 SM0837
 SM0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SM0837'MARK NOT FOUND.
 SM0837
 SM0837                          STATION RECOVERY (1977)
 SM0837
 SM0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 SM0837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0513 ***********************************************************************
 TG0513  DESIGNATION -  L 77
 TG0513  PID         -  TG0513
 TG0513  STATE/COUNTY-  ND/MOUNTRAIL
 TG0513  USGS QUAD   -  BELDEN (1981)
 TG0513
 TG0513                         *CURRENT SURVEY CONTROL
 TG0513  ___________________________________________________________________
 TG0513* NAD 83(1986)-  48 10 05.     (N)    102 21 14.     (W)     SCALED    
 TG0513* NAVD 88     -       708.573  (meters)    2324.71   (feet)  ADJUSTED  
 TG0513  ___________________________________________________________________
 TG0513  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0513  DYNAMIC HT  -         708.673 (meters)    2325.04  (feet)  COMP
 TG0513  MODELED GRAV-     980,728.4   (mgal)                       NAVD 88
 TG0513
 TG0513  VERT ORDER  -  SECOND    CLASS 0
 TG0513
 TG0513.The horizontal coordinates were scaled from a topographic map and have
 TG0513.an estimated accuracy of +/- 6 seconds.
 TG0513
 TG0513.The orthometric height was determined by differential leveling
 TG0513.and adjusted by the National Geodetic Survey in June 1991..
 TG0513
 TG0513.The geoid height was determined by GEOID03.
 TG0513
 TG0513.The dynamic height is computed by dividing the NAVD 88
 TG0513.geopotential number by the normal gravity value computed on the
 TG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0513.degrees latitude (g = 980.6199 gals.).
 TG0513
 TG0513.The modeled gravity was interpolated from observed gravity values.
 TG0513
 TG0513;                    North         East    Units  Estimated Accuracy
 TG0513;SPC ND N     -   131,530.      462,130.      MT  (+/- 180 meters Scaled)
 TG0513
 TG0513                          SUPERSEDED SURVEY CONTROL
 TG0513
 TG0513.No superseded survey control is available for this station.
 TG0513
 TG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP967383(NAD 83)
 TG0513_MARKER: DB = BENCH MARK DISK
 TG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0513_STAMPING: L-77 1934
 TG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0513+STABILITY: SURFACE MOTION
 TG0513
 TG0513  HISTORY     - Date     Condition        Report By
 TG0513  HISTORY     - 1934     MONUMENTED       CGS
 TG0513  HISTORY     - 1940     GOOD             NGS
 TG0513  HISTORY     - 1946     GOOD             NGS
 TG0513
 TG0513                          STATION DESCRIPTION
 TG0513
 TG0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG0513'12.2 MI S FROM STANLEY.
 TG0513'12.2 MILES SOUTH OF THE COUNTY COURT HOUSE AT STANLEY, 1 MILE NORTH OF
 TG0513'THE POST OFFICE AT BELDEN, 36 FEET SOUTH OF A COUNTRY ROAD THAT
 TG0513'CROSSES HIGHWAY 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18
 TG0513'FEET SOUTH OF SOUTH CONCRETE HEAD-WALL OF A 18-INCH CORRUGATED IRON
 TG0513'PIPE CULVERT UNDER COUNTRY ROAD, 1.6 FEET NORTH OF A WHITE WOODEN POST
 TG0513'STENCILED U.S.B.M.   A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 TG0513'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TG0513
 TG0513                          STATION RECOVERY (1946)
 TG0513
 TG0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0514 ***********************************************************************
 TG0514  DESIGNATION -  L 77 RESET
 TG0514  PID         -  TG0514
 TG0514  STATE/COUNTY-  ND/MOUNTRAIL
 TG0514  USGS QUAD   -  BELDEN (1981)
 TG0514
 TG0514                         *CURRENT SURVEY CONTROL
 TG0514  ___________________________________________________________________
 TG0514* NAD 83(1986)-  48 10 05.     (N)    102 21 14.     (W)     SCALED    
 TG0514* NAVD 88     -       708.504  (meters)    2324.48   (feet)  ADJUSTED  
 TG0514  ___________________________________________________________________
 TG0514  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0514  DYNAMIC HT  -         708.604 (meters)    2324.81  (feet)  COMP
 TG0514  MODELED GRAV-     980,728.4   (mgal)                       NAVD 88
 TG0514
 TG0514  VERT ORDER  -  SECOND    CLASS 0
 TG0514
 TG0514.The horizontal coordinates were scaled from a topographic map and have
 TG0514.an estimated accuracy of +/- 6 seconds.
 TG0514
 TG0514.The orthometric height was determined by differential leveling
 TG0514.and adjusted by the National Geodetic Survey in June 1991..
 TG0514
 TG0514.The geoid height was determined by GEOID03.
 TG0514
 TG0514.The dynamic height is computed by dividing the NAVD 88
 TG0514.geopotential number by the normal gravity value computed on the
 TG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0514.degrees latitude (g = 980.6199 gals.).
 TG0514
 TG0514.The modeled gravity was interpolated from observed gravity values.
 TG0514
 TG0514;                    North         East    Units  Estimated Accuracy
 TG0514;SPC ND N     -   131,530.      462,130.      MT  (+/- 180 meters Scaled)
 TG0514
 TG0514                          SUPERSEDED SURVEY CONTROL
 TG0514
 TG0514  NGVD 29 (??/??/92)  708.040  (m)         2322.96   (f) ADJ UNCH    2 0
 TG0514
 TG0514.Superseded values are not recommended for survey control.
 TG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0514.See file dsdata.txt to determine how the superseded data were derived.
 TG0514
 TG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP967383(NAD 83)
 TG0514_MARKER: DB = BENCH MARK DISK
 TG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0514_STAMPING: L 77 RESET 1955
 TG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0514+STABILITY: SURFACE MOTION
 TG0514
 TG0514  HISTORY     - Date     Condition        Report By
 TG0514  HISTORY     - 1955     MONUMENTED       NDHD
 TG0514  HISTORY     - 1963     GOOD             NGS
 TG0514
 TG0514                          STATION DESCRIPTION
 TG0514
 TG0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0514'0.9 MI N FROM BELDEN.
 TG0514'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0514'BELDEN, 111 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION,
 TG0514'98.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 55.0 FEET NORTHWEST
 TG0514'OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD LEADING
 TG0514'WEST, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 16
 TG0514'FEET NORTHEAST OF A FENCE CORNER, 5 FEET EAST OF A FENCE, 1.7 FEET
 TG0514'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 TG0514'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND,
 TG0514'S 10, R 91 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0354 ***********************************************************************
 SO0354  DESIGNATION -  L 79
 SO0354  PID         -  SO0354
 SO0354  STATE/COUNTY-  ND/DUNN
 SO0354  USGS QUAD   -  HALLIDAY (1973)
 SO0354
 SO0354                         *CURRENT SURVEY CONTROL
 SO0354  ___________________________________________________________________
 SO0354* NAD 83(1986)-  47 21 51.     (N)    102 18 44.     (W)     SCALED    
 SO0354* NAVD 88     -       655.616  (meters)    2150.97   (feet)  ADJUSTED  
 SO0354  ___________________________________________________________________
 SO0354  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0354  DYNAMIC HT  -         655.664 (meters)    2151.12  (feet)  COMP
 SO0354  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 SO0354
 SO0354  VERT ORDER  -  SECOND    CLASS 0
 SO0354
 SO0354.The horizontal coordinates were scaled from a topographic map and have
 SO0354.an estimated accuracy of +/- 6 seconds.
 SO0354
 SO0354.The orthometric height was determined by differential leveling
 SO0354.and adjusted by the National Geodetic Survey in June 1991..
 SO0354
 SO0354.The geoid height was determined by GEOID03.
 SO0354
 SO0354.The dynamic height is computed by dividing the NAVD 88
 SO0354.geopotential number by the normal gravity value computed on the
 SO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0354.degrees latitude (g = 980.6199 gals.).
 SO0354
 SO0354.The modeled gravity was interpolated from observed gravity values.
 SO0354
 SO0354;                    North         East    Units  Estimated Accuracy
 SO0354;SPC ND S     -   190,270.      463,120.      MT  (+/- 180 meters Scaled)
 SO0354
 SO0354                          SUPERSEDED SURVEY CONTROL
 SO0354
 SO0354  NGVD 29 (??/??/92)  655.189  (m)         2149.57   (f) ADJ UNCH    2 0
 SO0354
 SO0354.Superseded values are not recommended for survey control.
 SO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0354.See file dsdata.txt to determine how the superseded data were derived.
 SO0354
 SO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN029491(NAD 83)
 SO0354_MARKER: DB = BENCH MARK DISK
 SO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0354_STAMPING: L 79 1934
 SO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0354+STABILITY: SURFACE MOTION
 SO0354
 SO0354  HISTORY     - Date     Condition        Report By
 SO0354  HISTORY     - 1935     MONUMENTED       CGS
 SO0354  HISTORY     - 1970     GOOD             NGS
 SO0354
 SO0354                          STATION DESCRIPTION
 SO0354
 SO0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SO0354'2.25 MI NE FROM HALLIDAY.
 SO0354'REACHED FROM THE POST OFFICE IN HALLIDAY BY GOING EAST ON THE MAIN
 SO0354'STREET FOR 0.2 MILE TO THE T INTERSECTION WITH STATE HIGHWAY 8, THENCE
 SO0354'NORTH ON HIGHWAY 8 FOR 0.1 MILE TO A GRAVELED ROAD EAST, THENCE EAST
 SO0354'FOR 1.0 MILE TO AN ABANDONED SECTION LINE TRACK ROAD ON THE LEFT,
 SO0354'THENCE LEFT NORTH ON TRACK ROAD FOR 0.5 MILE TO A 4-WAY FENCE CORNER
 SO0354'WITH OFF-SET FENCE LINES AND TWO SMALL WIRE GATES, A LARGER GATE IS
 SO0354'ACROSS THE TRACK ROAD.  THE MARK IS 1.7 FEET NORTH OF A LARGE GREY
 SO0354'BOULDER, 32 FEET WEST OF THE CENTER OF TRACK ROAD AND WIRE GATE, 3.5
 SO0354'FEET NORTH OF A CORNER GATE POST, 3.0 FEET SOUTHEAST OF ANOTHER CORNER
 SO0354'POST, 2.8 FEET SOUTHEAST OF A METAL WITNESS POST, AT THE CENTER OF A
 SO0354'SMALL WIRE GATE, SET IN A 6 X 6-INCH SQUARE CONCRETE POST WHICH
 SO0354'PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0398 ***********************************************************************
 TG0398  DESIGNATION -  L 8 B 1
 TG0398  PID         -  TG0398
 TG0398  STATE/COUNTY-  ND/BURKE
 TG0398  USGS QUAD   -  WOBURN (1948)
 TG0398
 TG0398                         *CURRENT SURVEY CONTROL
 TG0398  ___________________________________________________________________
 TG0398* NAD 83(1986)-  48 45 49.     (N)    102 26 29.     (W)     SCALED    
 TG0398* NAVD 88     -       625.933  (meters)    2053.58   (feet)  ADJUSTED  
 TG0398  ___________________________________________________________________
 TG0398  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG0398  DYNAMIC HT  -         626.058 (meters)    2053.99  (feet)  COMP
 TG0398  MODELED GRAV-     980,789.5   (mgal)                       NAVD 88
 TG0398
 TG0398  VERT ORDER  -  SECOND    CLASS 0
 TG0398
 TG0398.The horizontal coordinates were scaled from a topographic map and have
 TG0398.an estimated accuracy of +/- 6 seconds.
 TG0398
 TG0398.The orthometric height was determined by differential leveling
 TG0398.and adjusted by the National Geodetic Survey in June 1991..
 TG0398
 TG0398.The geoid height was determined by GEOID03.
 TG0398
 TG0398.The dynamic height is computed by dividing the NAVD 88
 TG0398.geopotential number by the normal gravity value computed on the
 TG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0398.degrees latitude (g = 980.6199 gals.).
 TG0398
 TG0398.The modeled gravity was interpolated from observed gravity values.
 TG0398
 TG0398;                    North         East    Units  Estimated Accuracy
 TG0398;SPC ND N     -   197,890.      457,290.      MT  (+/- 180 meters Scaled)
 TG0398
 TG0398                          SUPERSEDED SURVEY CONTROL
 TG0398
 TG0398  NGVD 29 (??/??/92)  625.53   (m)         2052.3    (f) COMPUTED    2 0
 TG0398
 TG0398.Superseded values are not recommended for survey control.
 TG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0398.See file dsdata.txt to determine how the superseded data were derived.
 TG0398
 TG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ880043(NAD 83)
 TG0398_MARKER: DD = SURVEY DISK
 TG0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0398_SP_SET: PEDESTAL
 TG0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0398
 TG0398  HISTORY     - Date     Condition        Report By
 TG0398  HISTORY     - UNK      MONUMENTED       DOD
 TG0398  HISTORY     - 1963     GOOD             NGS
 TG0398
 TG0398                          STATION DESCRIPTION
 TG0398
 TG0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0398'7.0 MI W FROM COTEAU.
 TG0398'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0398'RAILWAY STATION AT COTEAU, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY
 TG0398'8, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 TG0398'ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG A GRADED DIRT ROAD,
 TG0398'IN S 23, R 91 W, T 161 N, IN THE EDGE OF A CULTIVATED FIELD, 57 FEET
 TG0398'SOUTH OF THE CENTERLINE OF THE ROAD, 24 FEET NORTHEAST OF THE 5TH
 TG0398'POWER POLE WEST OF A ROAD INTERSECTION, A 1 1/2 X 4 FOOT CONCRETE
 TG0398'PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0394 ***********************************************************************
 TG0394  DESIGNATION -  L 8 B 2
 TG0394  PID         -  TG0394
 TG0394  STATE/COUNTY-  ND/BURKE
 TG0394  USGS QUAD   -  WOBURN (1948)
 TG0394
 TG0394                         *CURRENT SURVEY CONTROL
 TG0394  ___________________________________________________________________
 TG0394* NAD 83(1986)-  48 45 45.     (N)    102 26 05.     (W)     SCALED    
 TG0394* NAVD 88     -       627.125  (meters)    2057.49   (feet)  ADJUSTED  
 TG0394  ___________________________________________________________________
 TG0394  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0394  DYNAMIC HT  -         627.251 (meters)    2057.91  (feet)  COMP
 TG0394  MODELED GRAV-     980,789.6   (mgal)                       NAVD 88
 TG0394
 TG0394  VERT ORDER  -  SECOND    CLASS 0
 TG0394
 TG0394.The horizontal coordinates were scaled from a topographic map and have
 TG0394.an estimated accuracy of +/- 6 seconds.
 TG0394
 TG0394.The orthometric height was determined by differential leveling
 TG0394.and adjusted by the National Geodetic Survey in June 1991..
 TG0394
 TG0394.The geoid height was determined by GEOID03.
 TG0394
 TG0394.The dynamic height is computed by dividing the NAVD 88
 TG0394.geopotential number by the normal gravity value computed on the
 TG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0394.degrees latitude (g = 980.6199 gals.).
 TG0394
 TG0394.The modeled gravity was interpolated from observed gravity values.
 TG0394
 TG0394;                    North         East    Units  Estimated Accuracy
 TG0394;SPC ND N     -   197,750.      457,780.      MT  (+/- 180 meters Scaled)
 TG0394
 TG0394                          SUPERSEDED SURVEY CONTROL
 TG0394
 TG0394  NGVD 29 (??/??/92)  626.72   (m)         2056.2    (f) COMPUTED    2 0
 TG0394
 TG0394.Superseded values are not recommended for survey control.
 TG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0394.See file dsdata.txt to determine how the superseded data were derived.
 TG0394
 TG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ885042(NAD 83)
 TG0394_MARKER: DD = SURVEY DISK
 TG0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0394_SP_SET: PEDESTAL
 TG0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0394
 TG0394  HISTORY     - Date     Condition        Report By
 TG0394  HISTORY     - UNK      MONUMENTED       DOD
 TG0394  HISTORY     - 1963     GOOD             NGS
 TG0394
 TG0394                          STATION DESCRIPTION
 TG0394
 TG0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0394'6.7 MI W FROM COTEAU.
 TG0394'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0394'RAILWAY STATION AT COTEAU, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY
 TG0394'8, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.9 MILE NORTH
 TG0394'ALONG A GRAVELED ROAD, ABOUT 0.1 MILE EAST OF THE ROAD, IN S 24, R 91
 TG0394'W, T 161 N, ON THE TOP OF A KNOLL IN A CULTIVATED FIELD, ABOUT 100
 TG0394'YARDS NORTHWEST OF THE NORTHWEST CORNER OF A ROW OF SMALL TREES, A 1
 TG0394'1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.  NOTE-- CENTER OF THE
 TG0394'TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0396 ***********************************************************************
 TG0396  DESIGNATION -  L 8 Z
 TG0396  PID         -  TG0396
 TG0396  STATE/COUNTY-  ND/BURKE
 TG0396  USGS QUAD   -  WOBURN (1948)
 TG0396
 TG0396                         *CURRENT SURVEY CONTROL
 TG0396  ___________________________________________________________________
 TG0396* NAD 83(1986)-  48 45 49.     (N)    102 26 12.     (W)     SCALED    
 TG0396* NAVD 88     -       621.341  (meters)    2038.52   (feet)  ADJUSTED  
 TG0396  ___________________________________________________________________
 TG0396  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0396  DYNAMIC HT  -         621.465 (meters)    2038.92  (feet)  COMP
 TG0396  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TG0396
 TG0396  VERT ORDER  -  SECOND    CLASS 0
 TG0396
 TG0396.The horizontal coordinates were scaled from a topographic map and have
 TG0396.an estimated accuracy of +/- 6 seconds.
 TG0396
 TG0396.The orthometric height was determined by differential leveling
 TG0396.and adjusted by the National Geodetic Survey in June 1991..
 TG0396
 TG0396.The geoid height was determined by GEOID03.
 TG0396
 TG0396.The dynamic height is computed by dividing the NAVD 88
 TG0396.geopotential number by the normal gravity value computed on the
 TG0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0396.degrees latitude (g = 980.6199 gals.).
 TG0396
 TG0396.The modeled gravity was interpolated from observed gravity values.
 TG0396
 TG0396;                    North         East    Units  Estimated Accuracy
 TG0396;SPC ND N     -   197,880.      457,640.      MT  (+/- 180 meters Scaled)
 TG0396
 TG0396                          SUPERSEDED SURVEY CONTROL
 TG0396
 TG0396  NGVD 29 (??/??/92)  620.93   (m)         2037.2    (f) COMPUTED    2 0
 TG0396
 TG0396.Superseded values are not recommended for survey control.
 TG0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0396.See file dsdata.txt to determine how the superseded data were derived.
 TG0396
 TG0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ883043(NAD 83)
 TG0396_MARKER: DS = TRIANGULATION STATION DISK
 TG0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0396_STAMPING: L 8 Z 1963
 TG0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0396+STABILITY: SURFACE MOTION
 TG0396
 TG0396  HISTORY     - Date     Condition        Report By
 TG0396  HISTORY     - 1963     MONUMENTED       CGS
 TG0396
 TG0396                          STATION DESCRIPTION
 TG0396
 TG0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0396'6.8 MI W FROM COTEAU.
 TG0396'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0396'RAILWAY STATION AT COTEAU, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY
 TG0396'8, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 TG0396'ALONG A GRAVELED ROAD, IN S 24, R 91 W, T 161 N, 79 FEET SOUTHEAST OF
 TG0396'THE CENTER OF A ROAD INTERSECTION, 64 FEET SOUTH OF THE CENTERLINE OF
 TG0396'THE ROAD LEADING EAST, 48 FEET EAST OF THE CENTERLINE OF THE ROAD
 TG0396'LEADING SOUTH, 28.5 FEET NORTHWEST OF A POWER POLE, 5.6 FEET SOUTHEAST
 TG0396'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS,
 TG0396'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0399 ***********************************************************************
 TG0399  DESIGNATION -  L 8 Z AZ MK
 TG0399  PID         -  TG0399
 TG0399  STATE/COUNTY-  ND/BURKE
 TG0399  USGS QUAD   -  WOBURN (1948)
 TG0399
 TG0399                         *CURRENT SURVEY CONTROL
 TG0399  ___________________________________________________________________
 TG0399* NAD 83(1986)-  48 45 50.     (N)    102 25 41.     (W)     SCALED    
 TG0399* NAVD 88     -       621.503  (meters)    2039.05   (feet)  ADJUSTED  
 TG0399  ___________________________________________________________________
 TG0399  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 TG0399  DYNAMIC HT  -         621.628 (meters)    2039.46  (feet)  COMP
 TG0399  MODELED GRAV-     980,790.4   (mgal)                       NAVD 88
 TG0399
 TG0399  VERT ORDER  -  SECOND    CLASS 0
 TG0399
 TG0399.The horizontal coordinates were scaled from a topographic map and have
 TG0399.an estimated accuracy of +/- 6 seconds.
 TG0399
 TG0399.The orthometric height was determined by differential leveling
 TG0399.and adjusted by the National Geodetic Survey in June 1991..
 TG0399
 TG0399.The geoid height was determined by GEOID03.
 TG0399
 TG0399.The dynamic height is computed by dividing the NAVD 88
 TG0399.geopotential number by the normal gravity value computed on the
 TG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0399.degrees latitude (g = 980.6199 gals.).
 TG0399
 TG0399.The modeled gravity was interpolated from observed gravity values.
 TG0399
 TG0399;                    North         East    Units  Estimated Accuracy
 TG0399;SPC ND N     -   197,890.      458,270.      MT  (+/- 180 meters Scaled)
 TG0399
 TG0399                          SUPERSEDED SURVEY CONTROL
 TG0399
 TG0399  NGVD 29 (??/??/92)  621.10   (m)         2037.7    (f) COMPUTED    2 0
 TG0399
 TG0399.Superseded values are not recommended for survey control.
 TG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0399.See file dsdata.txt to determine how the superseded data were derived.
 TG0399
 TG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ889044(NAD 83)
 TG0399_MARKER: DZ = AZIMUTH MARK DISK
 TG0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0399_STAMPING: L 8 Z 1963
 TG0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0399+STABILITY: SURFACE MOTION
 TG0399
 TG0399  HISTORY     - Date     Condition        Report By
 TG0399  HISTORY     - 1963     MONUMENTED       CGS
 TG0399
 TG0399                          STATION DESCRIPTION
 TG0399
 TG0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0399'7.2 MI W FROM COTEAU.
 TG0399'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0399'RAILWAY STATION AT COTEAU, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY
 TG0399'8, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 TG0399'ALONG A GRAVELED ROAD, THENCE 0.4 MILE EAST ALONG A GRAVELED ROAD, IN
 TG0399'S 13, R 91 W, T 161 N, 60.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TG0399'2.5 FEET WEST OF THE SECOND TELEPHONE POLE WEST OF A GROUP OF SMALL
 TG0399'TREES IN A COULEE, IN LINE WITH A ROW OF POLES, 1.4 FEET SOUTHWEST OF
 TG0399'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 TG0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0397 ***********************************************************************
 TG0397  DESIGNATION -  L 8 Z RM 1
 TG0397  PID         -  TG0397
 TG0397  STATE/COUNTY-  ND/BURKE
 TG0397  USGS QUAD   -  WOBURN (1948)
 TG0397
 TG0397                         *CURRENT SURVEY CONTROL
 TG0397  ___________________________________________________________________
 TG0397* NAD 83(1986)-  48 45 48.     (N)    102 26 11.     (W)     SCALED    
 TG0397* NAVD 88     -       621.438  (meters)    2038.83   (feet)  ADJUSTED  
 TG0397  ___________________________________________________________________
 TG0397  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG0397  DYNAMIC HT  -         621.562 (meters)    2039.24  (feet)  COMP
 TG0397  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TG0397
 TG0397  VERT ORDER  -  SECOND    CLASS 0
 TG0397
 TG0397.The horizontal coordinates were scaled from a topographic map and have
 TG0397.an estimated accuracy of +/- 6 seconds.
 TG0397
 TG0397.The orthometric height was determined by differential leveling
 TG0397.and adjusted by the National Geodetic Survey in June 1991..
 TG0397
 TG0397.The geoid height was determined by GEOID03.
 TG0397
 TG0397.The dynamic height is computed by dividing the NAVD 88
 TG0397.geopotential number by the normal gravity value computed on the
 TG0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0397.degrees latitude (g = 980.6199 gals.).
 TG0397
 TG0397.The modeled gravity was interpolated from observed gravity values.
 TG0397
 TG0397;                    North         East    Units  Estimated Accuracy
 TG0397;SPC ND N     -   197,850.      457,660.      MT  (+/- 180 meters Scaled)
 TG0397
 TG0397                          SUPERSEDED SURVEY CONTROL
 TG0397
 TG0397  NGVD 29 (??/??/92)  621.03   (m)         2037.5    (f) COMPUTED    2 0
 TG0397
 TG0397.Superseded values are not recommended for survey control.
 TG0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0397.See file dsdata.txt to determine how the superseded data were derived.
 TG0397
 TG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ883043(NAD 83)
 TG0397_MARKER: DR = REFERENCE MARK DISK
 TG0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0397_STAMPING: L 8 Z NO 1 1963
 TG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0397+STABILITY: SURFACE MOTION
 TG0397
 TG0397  HISTORY     - Date     Condition        Report By
 TG0397  HISTORY     - 1963     MONUMENTED       CGS
 TG0397
 TG0397                          STATION DESCRIPTION
 TG0397
 TG0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0397'6.8 MI W FROM COTEAU.
 TG0397'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0397'RAILWAY STATION AT COTEAU, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY
 TG0397'8, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 TG0397'ALONG A GRAVELED ROAD, IN S 24, R 91 W, T 161 N, 103 FEET SOUTHEAST OF
 TG0397'THE CENTER OF A ROAD INTERSECTION, 83.5 FEET EAST OF THE CENTERLINE OF
 TG0397'THE ROAD LEADING SOUTH, 63.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TG0397'LEADING EAST, 19.0 FEET NORTHEAST OF A POWER POLE, 34.6 FEET EAST OF
 TG0397'THE STATION MARK, ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND SET
 TG0397'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0395 ***********************************************************************
 TG0395  DESIGNATION -  L 8 Z RM 2
 TG0395  PID         -  TG0395
 TG0395  STATE/COUNTY-  ND/BURKE
 TG0395  USGS QUAD   -  WOBURN (1948)
 TG0395
 TG0395                         *CURRENT SURVEY CONTROL
 TG0395  ___________________________________________________________________
 TG0395* NAD 83(1986)-  48 45 49.     (N)    102 26 11.     (W)     SCALED    
 TG0395* NAVD 88     -       621.596  (meters)    2039.35   (feet)  ADJUSTED  
 TG0395  ___________________________________________________________________
 TG0395  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 TG0395  DYNAMIC HT  -         621.721 (meters)    2039.76  (feet)  COMP
 TG0395  MODELED GRAV-     980,789.8   (mgal)                       NAVD 88
 TG0395
 TG0395  VERT ORDER  -  SECOND    CLASS 0
 TG0395
 TG0395.The horizontal coordinates were scaled from a topographic map and have
 TG0395.an estimated accuracy of +/- 6 seconds.
 TG0395
 TG0395.The orthometric height was determined by differential leveling
 TG0395.and adjusted by the National Geodetic Survey in June 1991..
 TG0395
 TG0395.The geoid height was determined by GEOID03.
 TG0395
 TG0395.The dynamic height is computed by dividing the NAVD 88
 TG0395.geopotential number by the normal gravity value computed on the
 TG0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0395.degrees latitude (g = 980.6199 gals.).
 TG0395
 TG0395.The modeled gravity was interpolated from observed gravity values.
 TG0395
 TG0395;                    North         East    Units  Estimated Accuracy
 TG0395;SPC ND N     -   197,880.      457,660.      MT  (+/- 180 meters Scaled)
 TG0395
 TG0395                          SUPERSEDED SURVEY CONTROL
 TG0395
 TG0395  NGVD 29 (??/??/92)  621.19   (m)         2038.0    (f) COMPUTED    2 0
 TG0395
 TG0395.Superseded values are not recommended for survey control.
 TG0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0395.See file dsdata.txt to determine how the superseded data were derived.
 TG0395
 TG0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ883043(NAD 83)
 TG0395_MARKER: DR = REFERENCE MARK DISK
 TG0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0395_STAMPING: L 8 Z NO 2 1963
 TG0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0395+STABILITY: SURFACE MOTION
 TG0395
 TG0395  HISTORY     - Date     Condition        Report By
 TG0395  HISTORY     - 1963     MONUMENTED       CGS
 TG0395
 TG0395                          STATION DESCRIPTION
 TG0395
 TG0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0395'6.8 MI W FROM COTEAU.
 TG0395'ABOUT 0.3 MILE WEST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0395'RAILWAY STATION AT COTEAU, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY
 TG0395'8, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE NORTH
 TG0395'ALONG A GRAVELED ROAD, 115 FEET SOUTHEAST OF THE CENTER OF A ROAD
 TG0395'INTERSECTION, 107 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0395'EAST, 45 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 43.1
 TG0395'FEET SOUTH OF THE STATION MARK, 40.5 FEET SOUTHWEST OF A POWER POLE,
 TG0395'ABOUT 3 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 TG0395'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IN S 24, R 91 W, T 161 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0861 ***********************************************************************
 SN0861  DESIGNATION -  L 80
 SN0861  PID         -  SN0861
 SN0861  STATE/COUNTY-  ND/OLIVER
 SN0861  USGS QUAD   -  WASHBURN (1980)
 SN0861
 SN0861                         *CURRENT SURVEY CONTROL
 SN0861  ___________________________________________________________________
 SN0861* NAD 83(1986)-  47 17 09.     (N)    101 02 32.     (W)     SCALED    
 SN0861* NAVD 88     -       508.301  (meters)    1667.65   (feet)  ADJUSTED  
 SN0861  ___________________________________________________________________
 SN0861  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SN0861  DYNAMIC HT  -         508.339 (meters)    1667.78  (feet)  COMP
 SN0861  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 SN0861
 SN0861  VERT ORDER  -  SECOND    CLASS 0
 SN0861
 SN0861.The horizontal coordinates were scaled from a topographic map and have
 SN0861.an estimated accuracy of +/- 6 seconds.
 SN0861
 SN0861.The orthometric height was determined by differential leveling
 SN0861.and adjusted by the National Geodetic Survey in June 1991..
 SN0861
 SN0861.The geoid height was determined by GEOID03.
 SN0861
 SN0861.The dynamic height is computed by dividing the NAVD 88
 SN0861.geopotential number by the normal gravity value computed on the
 SN0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0861.degrees latitude (g = 980.6199 gals.).
 SN0861
 SN0861.The modeled gravity was interpolated from observed gravity values.
 SN0861
 SN0861;                    North         East    Units  Estimated Accuracy
 SN0861;SPC ND S     -   180,130.      558,980.      MT  (+/- 180 meters Scaled)
 SN0861
 SN0861                          SUPERSEDED SURVEY CONTROL
 SN0861
 SN0861  NGVD 29 (??/??/92)  507.913  (m)         1666.38   (f) ADJ UNCH    2 0
 SN0861
 SN0861.Superseded values are not recommended for survey control.
 SN0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0861.See file dsdata.txt to determine how the superseded data were derived.
 SN0861
 SN0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT455389(NAD 83)
 SN0861_MARKER: DB = BENCH MARK DISK
 SN0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0861+STABILITY: SURFACE MOTION
 SN0861
 SN0861  HISTORY     - Date     Condition        Report By
 SN0861  HISTORY     - UNK      MONUMENTED       CGS
 SN0861  HISTORY     - 1958     MARK NOT FOUND   NGS
 SN0861
 SN0861                          STATION DESCRIPTION
 SN0861
 SN0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0861'0.8 MI S FROM WASHBURN.
 SN0861'0.8 MILES SOUTH OF WASHBURN.  0.2 MILES SOUTH OF FERRY ON ROAD TO
 SN0861'WASHBURN TO HENSLER.  100 FEET SOUTH OF INTERSECTION OF THREE ROADS
 SN0861'THAT CROSS ON TOP OF SAND RIDGE.  65 FEET EAST OF NORTHEAST CORNER OF
 SN0861'FENCE.  40 FEET EAST OF CENTERLINE OF FERRY ROAD.  A STANDARD TABLET
 SN0861'SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0994 ***********************************************************************
 SN0994  DESIGNATION -  L 81
 SN0994  PID         -  SN0994
 SN0994  STATE/COUNTY-  ND/MERCER
 SN0994  USGS QUAD   -  BEULAH (1980)
 SN0994
 SN0994                         *CURRENT SURVEY CONTROL
 SN0994  ___________________________________________________________________
 SN0994* NAD 83(1986)-  47 16 19.     (N)    101 51 58.     (W)     SCALED    
 SN0994* NAVD 88     -       555.629  (meters)    1822.93   (feet)  ADJUSTED  
 SN0994  ___________________________________________________________________
 SN0994  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SN0994  DYNAMIC HT  -         555.662 (meters)    1823.03  (feet)  COMP
 SN0994  MODELED GRAV-     980,654.2   (mgal)                       NAVD 88
 SN0994
 SN0994  VERT ORDER  -  SECOND    CLASS 0
 SN0994
 SN0994.The horizontal coordinates were scaled from a topographic map and have
 SN0994.an estimated accuracy of +/- 6 seconds.
 SN0994
 SN0994.The orthometric height was determined by differential leveling
 SN0994.and adjusted by the National Geodetic Survey in June 1991..
 SN0994
 SN0994.The geoid height was determined by GEOID03.
 SN0994
 SN0994.The dynamic height is computed by dividing the NAVD 88
 SN0994.geopotential number by the normal gravity value computed on the
 SN0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0994.degrees latitude (g = 980.6199 gals.).
 SN0994
 SN0994.The modeled gravity was interpolated from observed gravity values.
 SN0994
 SN0994;                    North         East    Units  Estimated Accuracy
 SN0994;SPC ND S     -   179,340.      496,640.      MT  (+/- 180 meters Scaled)
 SN0994
 SN0994                          SUPERSEDED SURVEY CONTROL
 SN0994
 SN0994  NGVD 29 (??/??/92)  555.222  (m)         1821.59   (f) ADJ UNCH    2 0
 SN0994
 SN0994.Superseded values are not recommended for survey control.
 SN0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0994.See file dsdata.txt to determine how the superseded data were derived.
 SN0994
 SN0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT832393(NAD 83)
 SN0994_MARKER: DB = BENCH MARK DISK
 SN0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0994_STAMPING: L 81 1934
 SN0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0994+STABILITY: SURFACE MOTION
 SN0994
 SN0994  HISTORY     - Date     Condition        Report By
 SN0994  HISTORY     - 1934     MONUMENTED       CGS
 SN0994  HISTORY     - 1958     GOOD             NGS
 SN0994
 SN0994                          STATION DESCRIPTION
 SN0994
 SN0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0994'2.9 MI E FROM ZAP.
 SN0994'2.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0994'ZAP, OR ABOUT 4.4 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM
 SN0994'THE STATION AT BEULAH, 1 1/2 POLES WEST OF MILEPOST 77, 46 FEET SOUTH
 SN0994'OF THE SOUTH RAIL, 163 FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD
 SN0994'CROSSING, 41 FEET NORTH OF THE CENTER LINE OF A ROAD, 112 FEET
 SN0994'SOUTHEAST OF THE SOUTH END OF 24-INCH CULVERT, 1 FOOT EAST OF A METAL
 SN0994'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, ABOUT 3 FEET
 SN0994'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 SN0994'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0378 ***********************************************************************
 SO0378  DESIGNATION -  L 82
 SO0378  PID         -  SO0378
 SO0378  STATE/COUNTY-  ND/DUNN
 SO0378  USGS QUAD   -  KILLDEER (1974)
 SO0378
 SO0378                         *CURRENT SURVEY CONTROL
 SO0378  ___________________________________________________________________
 SO0378* NAD 83(1986)-  47 22 06.     (N)    102 45 04.     (W)     SCALED    
 SO0378* NAVD 88     -       683.754  (meters)    2243.28   (feet)  ADJUSTED  
 SO0378  ___________________________________________________________________
 SO0378  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SO0378  DYNAMIC HT  -         683.797 (meters)    2243.42  (feet)  COMP
 SO0378  MODELED GRAV-     980,653.3   (mgal)                       NAVD 88
 SO0378
 SO0378  VERT ORDER  -  SECOND    CLASS 0
 SO0378
 SO0378.The horizontal coordinates were scaled from a topographic map and have
 SO0378.an estimated accuracy of +/- 6 seconds.
 SO0378
 SO0378.The orthometric height was determined by differential leveling
 SO0378.and adjusted by the National Geodetic Survey in June 1991..
 SO0378
 SO0378.The geoid height was determined by GEOID03.
 SO0378
 SO0378.The dynamic height is computed by dividing the NAVD 88
 SO0378.geopotential number by the normal gravity value computed on the
 SO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0378.degrees latitude (g = 980.6199 gals.).
 SO0378
 SO0378.The modeled gravity was interpolated from observed gravity values.
 SO0378
 SO0378;                    North         East    Units  Estimated Accuracy
 SO0378;SPC ND S     -   191,590.      430,000.      MT  (+/- 180 meters Scaled)
 SO0378
 SO0378                          SUPERSEDED SURVEY CONTROL
 SO0378
 SO0378  NGVD 29 (??/??/92)  683.272  (m)         2241.70   (f) ADJ UNCH    2 0
 SO0378
 SO0378.Superseded values are not recommended for survey control.
 SO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0378.See file dsdata.txt to determine how the superseded data were derived.
 SO0378
 SO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN697485(NAD 83)
 SO0378_MARKER: DB = BENCH MARK DISK
 SO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0378_STAMPING: L 82 1934
 SO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0378+STABILITY: SURFACE MOTION
 SO0378
 SO0378  HISTORY     - Date     Condition        Report By
 SO0378  HISTORY     - 1934     MONUMENTED       CGS
 SO0378  HISTORY     - 1940     GOOD             NGS
 SO0378  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 SO0378  HISTORY     - 20031028 GOOD             INDIV
 SO0378
 SO0378                          STATION DESCRIPTION
 SO0378
 SO0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0378'IN KILLDEER.
 SO0378'AT KILLDEER, DUNN COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 82 FEET
 SO0378'NORTH OF THE NORTH CORNER OF THE STATION, 172 FEET SOUTHWEST OF THE
 SO0378'CENTERLINE OF MAIN STREET, 121.3 FEET NORTHWEST OF THE NORTHWEST RAIL
 SO0378'OF THE MAIN TRACK, 54 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE
 SO0378'TRACK, AT THE CORNER OF LEGION PARK, 2 FEET EAST OF THE CORNER POST,
 SO0378'AND 1 FOOT SOUTHEAST OF THE PARK FENCE LINE, AND SET IN THE TOP OF A
 SO0378'CONCRETE POST.
 SO0378
 SO0378                          STATION RECOVERY (1967)
 SO0378
 SO0378'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SO0378'MARK NOT FOUND.
 SO0378
 SO0378                          STATION RECOVERY (2003)
 SO0378
 SO0378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MAK)
 SO0378'IN KILLDEER.
 SO0378'ALL EVIDENCE OF RAILROAD TRACKS ARE GONE. RAILROAD DEPOT IS ALSO GONE.
 SO0378' 
 SO0378'BENCH MARK IS LOCATED ON WEST EDGE OF DEAN BENDER CHEVROLET AUTO SALES
 SO0378'PARKING LOT, ON WESTSIDE OF HIGHWAY 22, 85.9 FEET NORTHWEST OF THE
 SO0378'NORTHEAST CORNER OF CHAINLINK FENCE OF ELECTICAL SUBSTATION, 26.9 FEET
 SO0378'EASTERLY OF POWER POLE, 77.4 FEET NORTHEASTERLY OF POWER POLE ACROSS
 SO0378'FROM SAID SUBSTATION, APPROX. 15 FEET EAST OF N-S TRAIL, 1.8 FEET
 SO0378'SOUTHWEST OF STEEL NGS WITNESS POST, CAP IN CONCRETE AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0413 ***********************************************************************
 RR0413  DESIGNATION -  L 83
 RR0413  PID         -  RR0413
 RR0413  STATE/COUNTY-  ND/MORTON
 RR0413  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0413
 RR0413                         *CURRENT SURVEY CONTROL
 RR0413  ___________________________________________________________________
 RR0413* NAD 83(1986)-  46 56 45.     (N)    101 47 14.     (W)     SCALED    
 RR0413* NAVD 88     -       700.226  (meters)    2297.32   (feet)  ADJUSTED  
 RR0413  ___________________________________________________________________
 RR0413  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RR0413  DYNAMIC HT  -         700.226 (meters)    2297.32  (feet)  COMP
 RR0413  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 RR0413
 RR0413  VERT ORDER  -  SECOND    CLASS 0
 RR0413
 RR0413.The horizontal coordinates were scaled from a topographic map and have
 RR0413.an estimated accuracy of +/- 6 seconds.
 RR0413
 RR0413.The orthometric height was determined by differential leveling
 RR0413.and adjusted by the National Geodetic Survey in June 1991..
 RR0413
 RR0413.The geoid height was determined by GEOID03.
 RR0413
 RR0413.The dynamic height is computed by dividing the NAVD 88
 RR0413.geopotential number by the normal gravity value computed on the
 RR0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0413.degrees latitude (g = 980.6199 gals.).
 RR0413
 RR0413.The modeled gravity was interpolated from observed gravity values.
 RR0413
 RR0413;                    North         East    Units  Estimated Accuracy
 RR0413;SPC ND S     -   142,990.      502,010.      MT  (+/- 180 meters Scaled)
 RR0413
 RR0413                          SUPERSEDED SURVEY CONTROL
 RR0413
 RR0413  NGVD 29 (??/??/92)  699.803  (m)         2295.94   (f) ADJ UNCH    2 0
 RR0413
 RR0413.Superseded values are not recommended for survey control.
 RR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0413.See file dsdata.txt to determine how the superseded data were derived.
 RR0413
 RR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT878029(NAD 83)
 RR0413_MARKER: DB = BENCH MARK DISK
 RR0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0413_STAMPING: L-83 -- 1934 2295.937
 RR0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0413+STABILITY: SURFACE MOTION
 RR0413
 RR0413  HISTORY     - Date     Condition        Report By
 RR0413  HISTORY     - 1934     MONUMENTED       CGS
 RR0413  HISTORY     - 1956     GOOD             NGS
 RR0413
 RR0413                          STATION DESCRIPTION
 RR0413
 RR0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0413'11 MI NE FROM GLEN ULLIN.
 RR0413'11 MILES NORTHEAST OF THE N.P.RWY STATION AT GLEN ULLIN.  8.9 MILES
 RR0413'NORTH OF THE CROSSING OF STATE HY. NO.49 AND U.S. HWY 10.  0.3 OF MILE
 RR0413'SOUTHEAST OF A SECTION LINE AND POINT WHERE HY. MAKES A 45 DEG CURVE
 RR0413'TO THE EAST.  240 YDS. NORTHWEST OF A 7 FT. X 5 FT. CONCRETE CULVERT
 RR0413'UNDER HIGHWAY.  36 FT. NORTHEAST OF CENTERLINE OF HIGHWAY. 1.3 FT.
 RR0413'SOUTHWEST OF R/W FENCE LINE.  STANDARD TABLET SET IN TOP OF CONCRETE
 RR0413'POST 4 IN. HIGH.
 RR0413
 RR0413                          STATION RECOVERY (1956)
 RR0413
 RR0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0414 ***********************************************************************
 RR0414  DESIGNATION -  L 83 RESET
 RR0414  PID         -  RR0414
 RR0414  STATE/COUNTY-  ND/MORTON
 RR0414  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0414
 RR0414                         *CURRENT SURVEY CONTROL
 RR0414  ___________________________________________________________________
 RR0414* NAD 83(1986)-  46 56 45.     (N)    101 47 14.     (W)     SCALED    
 RR0414* NAVD 88     -       699.98   (+/-2cm)    2296.5    (feet)  VERTCON   
 RR0414  ___________________________________________________________________
 RR0414  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RR0414
 RR0414  VERT ORDER  -  THIRD (See Below)
 RR0414
 RR0414.The horizontal coordinates were scaled from a topographic map and have
 RR0414.an estimated accuracy of +/- 6 seconds.
 RR0414
 RR0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0414.The vertical order pertains to the NGVD 29 superseded value.
 RR0414
 RR0414.The geoid height was determined by GEOID03.
 RR0414
 RR0414;                    North         East    Units  Estimated Accuracy
 RR0414;SPC ND S     -   142,990.      502,010.      MT  (+/- 180 meters Scaled)
 RR0414
 RR0414                          SUPERSEDED SURVEY CONTROL
 RR0414
 RR0414  NGVD 29 (11/04/04)  699.56   (m)         2295.1    (f) RESET       3  
 RR0414
 RR0414.Superseded values are not recommended for survey control.
 RR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0414.See file dsdata.txt to determine how the superseded data were derived.
 RR0414
 RR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT878029(NAD 83)
 RR0414_MARKER: DB = BENCH MARK DISK
 RR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0414_STAMPING: L 83 RESET 1959
 RR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0414+STABILITY: SURFACE MOTION
 RR0414
 RR0414  HISTORY     - Date     Condition        Report By
 RR0414  HISTORY     - 1959     MONUMENTED       CGS
 RR0414
 RR0414                          STATION DESCRIPTION
 RR0414
 RR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RR0414'11 MI NE FROM GLEN ULLIN.
 RR0414'ABOUT 8.9 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF THE
 RR0414'NORTHERN PACIFIC RAILWAY, ABOUT 0.3 MILE SOUTHEAST OF A CROSSROAD,
 RR0414'ABOUT 0.15 MILE NORTHWEST OF A CULVERT, 101 FEET NORTHEAST OF THE
 RR0414'CENTERLINE OF THE HIGHWAY AT EDGE OF RIGHT OF WAY, AND SET IN THE TOP
 RR0414'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0133 ***********************************************************************
 RS0133  DESIGNATION -  L 84
 RS0133  PID         -  RS0133
 RS0133  STATE/COUNTY-  ND/STARK
 RS0133  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0133
 RS0133                         *CURRENT SURVEY CONTROL
 RS0133  ___________________________________________________________________
 RS0133* NAD 83(1986)-  46 53 01.     (N)    102 47 29.     (W)     SCALED    
 RS0133* NAVD 88     -       741.009  (meters)    2431.13   (feet)  ADJUSTED  
 RS0133  ___________________________________________________________________
 RS0133  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 RS0133  DYNAMIC HT  -         741.011 (meters)    2431.13  (feet)  COMP
 RS0133  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 RS0133
 RS0133  VERT ORDER  -  SECOND    CLASS 0
 RS0133
 RS0133.The horizontal coordinates were scaled from a topographic map and have
 RS0133.an estimated accuracy of +/- 6 seconds.
 RS0133
 RS0133.The orthometric height was determined by differential leveling
 RS0133.and adjusted by the National Geodetic Survey in June 1991..
 RS0133
 RS0133.The geoid height was determined by GEOID03.
 RS0133
 RS0133.The dynamic height is computed by dividing the NAVD 88
 RS0133.geopotential number by the normal gravity value computed on the
 RS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0133.degrees latitude (g = 980.6199 gals.).
 RS0133
 RS0133.The modeled gravity was interpolated from observed gravity values.
 RS0133
 RS0133;                    North         East    Units  Estimated Accuracy
 RS0133;SPC ND S     -   137,820.      425,380.      MT  (+/- 180 meters Scaled)
 RS0133
 RS0133                          SUPERSEDED SURVEY CONTROL
 RS0133
 RS0133  NGVD 29 (??/??/92)  740.474  (m)         2429.37   (f) ADJ UNCH    2 0
 RS0133
 RS0133.Superseded values are not recommended for survey control.
 RS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0133.See file dsdata.txt to determine how the superseded data were derived.
 RS0133
 RS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM682945(NAD 83)
 RS0133_MARKER: DB = BENCH MARK DISK
 RS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0133_STAMPING: L 84 1934
 RS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0133+STABILITY: SURFACE MOTION
 RS0133
 RS0133  HISTORY     - Date     Condition        Report By
 RS0133  HISTORY     - 1934     MONUMENTED       CGS
 RS0133  HISTORY     - 1950     GOOD             NGS
 RS0133  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0133
 RS0133                          STATION DESCRIPTION
 RS0133
 RS0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RS0133'IN DICKINSON.
 RS0133'AT DICKINSON, STARK COUNTY, AT THE HIGH SCHOOL, IN THE SCHOOLYARD, 151
 RS0133'FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 65.3 FEET
 RS0133'SOUTH OF THE SOUTH CURB OF FOURTH STREET, 15 FEET WEST OF THE WEST
 RS0133'CURB OF THIRD AVENUE, AND AT THE WEST EDGE OF THE SIDEWALK.  A
 RS0133'STANDARD DISK, STAMPED L 84 1934 AND SET IN THE TOP OF A CONCRETE POST
 RS0133'FLUSH WITH THE SIDEWALK.
 RS0133
 RS0133                          STATION RECOVERY (1982)
 RS0133
 RS0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0575 ***********************************************************************
 SO0575  DESIGNATION -  L 85
 SO0575  PID         -  SO0575
 SO0575  STATE/COUNTY-  ND/MCKENZIE
 SO0575  USGS QUAD   -  GRASSY BUTTE (1974)
 SO0575
 SO0575                         *CURRENT SURVEY CONTROL
 SO0575  ___________________________________________________________________
 SO0575* NAD 83(1986)-  47 28 38.     (N)    103 14 51.     (W)     SCALED    
 SO0575* NAVD 88     -       777.797  (meters)    2551.82   (feet)  ADJUSTED  
 SO0575  ___________________________________________________________________
 SO0575  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 SO0575  DYNAMIC HT  -         777.823 (meters)    2551.91  (feet)  COMP
 SO0575  MODELED GRAV-     980,620.2   (mgal)                       NAVD 88
 SO0575
 SO0575  VERT ORDER  -  SECOND    CLASS 0
 SO0575
 SO0575.The horizontal coordinates were scaled from a topographic map and have
 SO0575.an estimated accuracy of +/- 6 seconds.
 SO0575
 SO0575.The orthometric height was determined by differential leveling
 SO0575.and adjusted by the National Geodetic Survey in June 1991..
 SO0575
 SO0575.The geoid height was determined by GEOID03.
 SO0575
 SO0575.The dynamic height is computed by dividing the NAVD 88
 SO0575.geopotential number by the normal gravity value computed on the
 SO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0575.degrees latitude (g = 980.6199 gals.).
 SO0575
 SO0575.The modeled gravity was interpolated from observed gravity values.
 SO0575
 SO0575;                    North         East    Units  Estimated Accuracy
 SO0575;SPC ND N     -    56,750.      392,950.      MT  (+/- 180 meters Scaled)
 SO0575
 SO0575                          SUPERSEDED SURVEY CONTROL
 SO0575
 SO0575  NGVD 29 (??/??/92)  777.259  (m)         2550.06   (f) ADJ UNCH    2 0
 SO0575
 SO0575.Superseded values are not recommended for survey control.
 SO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0575.See file dsdata.txt to determine how the superseded data were derived.
 SO0575
 SO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN320596(NAD 83)
 SO0575_MARKER: DB = BENCH MARK DISK
 SO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0575_STAMPING: L 85 1934
 SO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0575+STABILITY: SURFACE MOTION
 SO0575
 SO0575  HISTORY     - Date     Condition        Report By
 SO0575  HISTORY     - 1934     MONUMENTED       CGS
 SO0575  HISTORY     - 1968     GOOD             DOD
 SO0575
 SO0575                          STATION DESCRIPTION
 SO0575
 SO0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0575'26.7 MI S FROM WATFORD.
 SO0575'26.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE GREAT NORTHERN RAILWAY
 SO0575'CROSSING AT WATFORD CITY, MCKENZIE COUNTY, ABOUT 11.3 MILES NORTH OF
 SO0575'THE JUNCTION OF STATE HIGHWAY 25, 62 FEET SOUTH OF A FENCE CORNER, AT
 SO0575'THE JUNCTION OF A DRIVEWAY, 48 FEET EAST OF THE CENTER LINE OF THE
 SO0575'HIGHWAY, AND 20 FEET SOUTH OF THE CENTER LINE OF THE DRIVE. A STANDARD
 SO0575'DISK, STAMPED L 85 1934 AND SET IN THE TOP OF A CONCRETE POST
 SO0575'PROJECTING ABOUT 4 INCHES ABOVE GROUND.  NOTE-- MARK IS NOW 90 FT E OF
 SO0575'HWY 85.
 SO0575
 SO0575                          STATION RECOVERY (1968)
 SO0575
 SO0575'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SO0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0643 ***********************************************************************
 SO0643  DESIGNATION -  L 86
 SO0643  PID         -  SO0643
 SO0643  STATE/COUNTY-  ND/MCKENZIE
 SO0643  USGS QUAD   -  RAWSON (1972)
 SO0643
 SO0643                         *CURRENT SURVEY CONTROL
 SO0643  ___________________________________________________________________
 SO0643* NAD 83(1986)-  47 49 24.     (N)    103 35 01.     (W)     SCALED    
 SO0643* NAVD 88     -       674.164  (meters)    2211.82   (feet)  ADJUSTED  
 SO0643  ___________________________________________________________________
 SO0643  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 SO0643  DYNAMIC HT  -         674.223 (meters)    2212.01  (feet)  COMP
 SO0643  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 SO0643
 SO0643  VERT ORDER  -  SECOND    CLASS 0
 SO0643
 SO0643.The horizontal coordinates were scaled from a topographic map and have
 SO0643.an estimated accuracy of +/- 6 seconds.
 SO0643
 SO0643.The orthometric height was determined by differential leveling
 SO0643.and adjusted by the National Geodetic Survey in June 1991..
 SO0643
 SO0643.The geoid height was determined by GEOID03.
 SO0643
 SO0643.The dynamic height is computed by dividing the NAVD 88
 SO0643.geopotential number by the normal gravity value computed on the
 SO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0643.degrees latitude (g = 980.6199 gals.).
 SO0643
 SO0643.The modeled gravity was interpolated from observed gravity values.
 SO0643
 SO0643;                    North         East    Units  Estimated Accuracy
 SO0643;SPC ND N     -    96,160.      369,170.      MT  (+/- 180 meters Scaled)
 SO0643
 SO0643                          SUPERSEDED SURVEY CONTROL
 SO0643
 SO0643  NGVD 29 (??/??/92)  673.610  (m)         2210.00   (f) ADJ UNCH    2 0
 SO0643
 SO0643.Superseded values are not recommended for survey control.
 SO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0643.See file dsdata.txt to determine how the superseded data were derived.
 SO0643
 SO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN060976(NAD 83)
 SO0643_MARKER: DB = BENCH MARK DISK
 SO0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0643_STAMPING: L-86 -- 1934
 SO0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0643+STABILITY: SURFACE MOTION
 SO0643
 SO0643  HISTORY     - Date     Condition        Report By
 SO0643  HISTORY     - 1934     MONUMENTED       CGS
 SO0643
 SO0643                          STATION DESCRIPTION
 SO0643
 SO0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0643'2 MI W FROM RAWSON.
 SO0643'L-86 IS LOCATED 2 MILES WEST OF THE GREAT NORTHERN RAILWAY STATION AT
 SO0643'RAWSON.  42.9 FEET SOUTH OF SOUTH RAIL OF TRACK.  60 FEET WEST OF
 SO0643'CENTER LINE OF RAILWAY CROSSING.  4 FEET NORTH OF RIGHT-OF-WAY FENCE.
 SO0643'A STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1031 ***********************************************************************
 SN1031  DESIGNATION -  L 88
 SN1031  PID         -  SN1031
 SN1031  STATE/COUNTY-  ND/WARD
 SN1031  USGS QUAD   -  MAKOTI (1980)
 SN1031
 SN1031                         *CURRENT SURVEY CONTROL
 SN1031  ___________________________________________________________________
 SN1031* NAD 83(1986)-  47 56 45.     (N)    101 45 52.     (W)     SCALED    
 SN1031* NAVD 88     -       635.282  (meters)    2084.25   (feet)  ADJUSTED  
 SN1031  ___________________________________________________________________
 SN1031  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 SN1031  DYNAMIC HT  -         635.366 (meters)    2084.53  (feet)  COMP
 SN1031  MODELED GRAV-     980,721.9   (mgal)                       NAVD 88
 SN1031
 SN1031  VERT ORDER  -  SECOND    CLASS 0
 SN1031
 SN1031.The horizontal coordinates were scaled from a topographic map and have
 SN1031.an estimated accuracy of +/- 6 seconds.
 SN1031
 SN1031.The orthometric height was determined by differential leveling
 SN1031.and adjusted by the National Geodetic Survey in June 1991..
 SN1031
 SN1031.The geoid height was determined by GEOID03.
 SN1031
 SN1031.The dynamic height is computed by dividing the NAVD 88
 SN1031.geopotential number by the normal gravity value computed on the
 SN1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1031.degrees latitude (g = 980.6199 gals.).
 SN1031
 SN1031.The modeled gravity was interpolated from observed gravity values.
 SN1031
 SN1031;                    North         East    Units  Estimated Accuracy
 SN1031;SPC ND N     -   105,930.      505,550.      MT  (+/- 180 meters Scaled)
 SN1031
 SN1031                          SUPERSEDED SURVEY CONTROL
 SN1031
 SN1031  NGVD 29 (??/??/92)  634.866  (m)         2082.89   (f) ADJ UNCH    2 0
 SN1031
 SN1031.Superseded values are not recommended for survey control.
 SN1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1031.See file dsdata.txt to determine how the superseded data were derived.
 SN1031
 SN1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU935139(NAD 83)
 SN1031_MARKER: DB = BENCH MARK DISK
 SN1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1031_STAMPING: L 88 1934
 SN1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1031+STABILITY: SURFACE MOTION
 SN1031
 SN1031  HISTORY     - Date     Condition        Report By
 SN1031  HISTORY     - 1934     MONUMENTED       CGS
 SN1031  HISTORY     - 1962     GOOD             NGS
 SN1031
 SN1031                          STATION DESCRIPTION
 SN1031
 SN1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1031'2.1 MI SE FROM MAKOTI.
 SN1031'2.1 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1031'MAKOTI, AT A ROAD CROSSING, 74.4 FEET SOUTHEAST OF THE CENTERLINE OF
 SN1031'THE CROSSING, 46.3 FEET SOUTH OF THE SOUTH RAIL, 36 FEET EAST OF THE
 SN1031'CENTERLINE OF THE ROAD, 9.8 FEET WEST OF A TELEGRAPH POLE, 5 FEET WEST
 SN1031'OF A FENCE CORNER, 1.8 FEET EAST OF A WITNESS POST, ABOUT 4 FEET LOWER
 SN1031'THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN1031'FOOT.  NOTE-- ALSO 4.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD
 SN1031'FROM THE STATION AT RYDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0952 ***********************************************************************
 TG0952  DESIGNATION -  L 89
 TG0952  PID         -  TG0952
 TG0952  STATE/COUNTY-  ND/BURKE
 TG0952  USGS QUAD   -  COLUMBUS (1971)
 TG0952
 TG0952                         *CURRENT SURVEY CONTROL
 TG0952  ___________________________________________________________________
 TG0952* NAD 83(1986)-  48 54 05.     (N)    102 48 28.     (W)     SCALED    
 TG0952* NAVD 88     -       589.302  (meters)    1933.40   (feet)  ADJUSTED  
 TG0952  ___________________________________________________________________
 TG0952  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0952  DYNAMIC HT  -         589.436 (meters)    1933.84  (feet)  COMP
 TG0952  MODELED GRAV-     980,818.5   (mgal)                       NAVD 88
 TG0952
 TG0952  VERT ORDER  -  SECOND    CLASS 0
 TG0952
 TG0952.The horizontal coordinates were scaled from a topographic map and have
 TG0952.an estimated accuracy of +/- 6 seconds.
 TG0952
 TG0952.The orthometric height was determined by differential leveling
 TG0952.and adjusted by the National Geodetic Survey in June 1991..
 TG0952
 TG0952.The geoid height was determined by GEOID03.
 TG0952
 TG0952.The dynamic height is computed by dividing the NAVD 88
 TG0952.geopotential number by the normal gravity value computed on the
 TG0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0952.degrees latitude (g = 980.6199 gals.).
 TG0952
 TG0952.The modeled gravity was interpolated from observed gravity values.
 TG0952
 TG0952;                    North         East    Units  Estimated Accuracy
 TG0952;SPC ND N     -   213,950.      430,820.      MT  (+/- 180 meters Scaled)
 TG0952
 TG0952                          SUPERSEDED SURVEY CONTROL
 TG0952
 TG0952  NGVD 29 (??/??/92)  588.874  (m)         1932.00   (f) ADJ UNCH    2 0
 TG0952
 TG0952.Superseded values are not recommended for survey control.
 TG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0952.See file dsdata.txt to determine how the superseded data were derived.
 TG0952
 TG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ606188(NAD 83)
 TG0952_MARKER: DB = BENCH MARK DISK
 TG0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0952_STAMPING: L 89 1934
 TG0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0952+STABILITY: SURFACE MOTION
 TG0952
 TG0952  HISTORY     - Date     Condition        Report By
 TG0952  HISTORY     - 1934     MONUMENTED       CGS
 TG0952
 TG0952                          STATION DESCRIPTION
 TG0952
 TG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0952'1.3 MI W FROM COLUMBUS.
 TG0952'1.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0952'COLUMBUS, BURKE COUNTY, 10 POLES WEST OF MILEPOST 559, 76 FEET
 TG0952'SOUTHWEST OF THE CENTER OF A SECTION-LINE ROAD CROSSING, 24.6 FEET
 TG0952'SOUTH OF THE SOUTH RAIL, 26.5 FEET EAST OF A RIGHT-OF-WAY FENCE
 TG0952'CORNER, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED L 89
 TG0952'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TG0952'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0054 ***********************************************************************
 RR0054  DESIGNATION -  L 9
 RR0054  PID         -  RR0054
 RR0054  STATE/COUNTY-  ND/EMMONS
 RR0054  USGS QUAD   -  WESTFIELD (1979)
 RR0054
 RR0054                         *CURRENT SURVEY CONTROL
 RR0054  ___________________________________________________________________
 RR0054* NAD 83(1986)-  46 06 20.     (N)    100 07 47.     (W)     SCALED    
 RR0054* NAVD 88     -       561.433  (meters)    1841.97   (feet)  ADJUSTED  
 RR0054  ___________________________________________________________________
 RR0054  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 RR0054  DYNAMIC HT  -         561.400 (meters)    1841.86  (feet)  COMP
 RR0054  MODELED GRAV-     980,537.2   (mgal)                       NAVD 88
 RR0054
 RR0054  VERT ORDER  -  FIRST     CLASS II
 RR0054
 RR0054.The horizontal coordinates were scaled from a topographic map and have
 RR0054.an estimated accuracy of +/- 6 seconds.
 RR0054
 RR0054.The orthometric height was determined by differential leveling
 RR0054.and adjusted by the National Geodetic Survey in June 1991..
 RR0054
 RR0054.The geoid height was determined by GEOID03.
 RR0054
 RR0054.The dynamic height is computed by dividing the NAVD 88
 RR0054.geopotential number by the normal gravity value computed on the
 RR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0054.degrees latitude (g = 980.6199 gals.).
 RR0054
 RR0054.The modeled gravity was interpolated from observed gravity values.
 RR0054
 RR0054;                    North         East    Units  Estimated Accuracy
 RR0054;SPC ND S     -    48,850.      628,630.      MT  (+/- 180 meters Scaled)
 RR0054
 RR0054                          SUPERSEDED SURVEY CONTROL
 RR0054
 RR0054  NGVD 29 (??/??/92)  561.020  (m)         1840.61   (f) ADJ UNCH    1 2
 RR0054
 RR0054.Superseded values are not recommended for survey control.
 RR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0054.See file dsdata.txt to determine how the superseded data were derived.
 RR0054
 RR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS126063(NAD 83)
 RR0054_MARKER: DB = BENCH MARK DISK
 RR0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0054_STAMPING: 1840.613 L 9 1927
 RR0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0054+STABILITY: SURFACE MOTION
 RR0054
 RR0054  HISTORY     - Date     Condition        Report By
 RR0054  HISTORY     - 1927     MONUMENTED       CGS
 RR0054  HISTORY     - 1957     GOOD             NGS
 RR0054
 RR0054                          STATION DESCRIPTION
 RR0054
 RR0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0054'2.25 MI SE FROM STRASBURG.
 RR0054'2-1/4 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RR0054'PACIFIC RAILROAD FROM THE STATION AT STRASBURG, EMMONS COUNTY, ABOUT
 RR0054'250 FEET NORTHWEST OF THE CROSSING OF A SECTION-LINE ROAD, 42 FEET
 RR0054'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 33.5 FEET NORTHWEST OF THE
 RR0054'SECOND POLE NORTHWEST OF THE ROAD CROSSING, IN LINE WITH THE ROW OF
 RR0054'POLES, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 RR0054'STAMPED 1840.613 L 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0054'PROJECTING ABOUT 2-1/2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0409 ***********************************************************************
 TG0409  DESIGNATION -  L 9 B 1
 TG0409  PID         -  TG0409
 TG0409  STATE/COUNTY-  ND/BURKE
 TG0409  USGS QUAD   -  COTEAU (1948)
 TG0409
 TG0409                         *CURRENT SURVEY CONTROL
 TG0409  ___________________________________________________________________
 TG0409* NAD 83(1986)-  48 49 18.     (N)    102 21 43.     (W)     SCALED    
 TG0409* NAVD 88     -       598.308  (meters)    1962.95   (feet)  ADJUSTED  
 TG0409  ___________________________________________________________________
 TG0409  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 TG0409  DYNAMIC HT  -         598.436 (meters)    1963.37  (feet)  COMP
 TG0409  MODELED GRAV-     980,803.8   (mgal)                       NAVD 88
 TG0409
 TG0409  VERT ORDER  -  SECOND    CLASS 0
 TG0409
 TG0409.The horizontal coordinates were scaled from a topographic map and have
 TG0409.an estimated accuracy of +/- 6 seconds.
 TG0409
 TG0409.The orthometric height was determined by differential leveling
 TG0409.and adjusted by the National Geodetic Survey in June 1991..
 TG0409
 TG0409.The geoid height was determined by GEOID03.
 TG0409
 TG0409.The dynamic height is computed by dividing the NAVD 88
 TG0409.geopotential number by the normal gravity value computed on the
 TG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0409.degrees latitude (g = 980.6199 gals.).
 TG0409
 TG0409.The modeled gravity was interpolated from observed gravity values.
 TG0409
 TG0409;                    North         East    Units  Estimated Accuracy
 TG0409;SPC ND N     -   204,200.      463,280.      MT  (+/- 180 meters Scaled)
 TG0409
 TG0409                          SUPERSEDED SURVEY CONTROL
 TG0409
 TG0409  NGVD 29 (??/??/92)  597.90   (m)         1961.6    (f) COMPUTED    2 0
 TG0409
 TG0409.Superseded values are not recommended for survey control.
 TG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0409.See file dsdata.txt to determine how the superseded data were derived.
 TG0409
 TG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ936109(NAD 83)
 TG0409_MARKER: DD = SURVEY DISK
 TG0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0409_SP_SET: PEDESTAL
 TG0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0409
 TG0409  HISTORY     - Date     Condition        Report By
 TG0409  HISTORY     - UNK      MONUMENTED       DOD
 TG0409  HISTORY     - 1963     GOOD             NGS
 TG0409
 TG0409                          STATION DESCRIPTION
 TG0409
 TG0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0409'5.9 MI NW FROM BOWBELLS.
 TG0409'ABOUT 2.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0409'AT BOWBELLS, THENCE 3.9 MILES WEST ALONG A GRAVELED ROAD, IN S 33, R
 TG0409'90 W, T 162 N, ON THE WEST SLOPE OF A SLIGHT HILL IN THE NORTHEAST
 TG0409'CORNER OF A CULTIVATED FIELD, 108 FEET SOUTH OF THE CENTERLINE OF THE
 TG0409'ROAD, 28 FEET SOUTH OF A T-FENCE CORNER, 6 FEET WEST OF A NORTH-SOUTH
 TG0409'FENCE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH. NOTE-- CENTER
 TG0409'OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0408 ***********************************************************************
 TG0408  DESIGNATION -  L 9 B 2
 TG0408  PID         -  TG0408
 TG0408  STATE/COUNTY-  ND/BURKE
 TG0408  USGS QUAD   -  COTEAU (1948)
 TG0408
 TG0408                         *CURRENT SURVEY CONTROL
 TG0408  ___________________________________________________________________
 TG0408* NAD 83(1986)-  48 49 18.     (N)    102 22 03.     (W)     SCALED    
 TG0408* NAVD 88     -       599.572  (meters)    1967.10   (feet)  ADJUSTED  
 TG0408  ___________________________________________________________________
 TG0408  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 TG0408  DYNAMIC HT  -         599.700 (meters)    1967.52  (feet)  COMP
 TG0408  MODELED GRAV-     980,803.7   (mgal)                       NAVD 88
 TG0408
 TG0408  VERT ORDER  -  SECOND    CLASS 0
 TG0408
 TG0408.The horizontal coordinates were scaled from a topographic map and have
 TG0408.an estimated accuracy of +/- 6 seconds.
 TG0408
 TG0408.The orthometric height was determined by differential leveling
 TG0408.and adjusted by the National Geodetic Survey in June 1991..
 TG0408
 TG0408.The geoid height was determined by GEOID03.
 TG0408
 TG0408.The dynamic height is computed by dividing the NAVD 88
 TG0408.geopotential number by the normal gravity value computed on the
 TG0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0408.degrees latitude (g = 980.6199 gals.).
 TG0408
 TG0408.The modeled gravity was interpolated from observed gravity values.
 TG0408
 TG0408;                    North         East    Units  Estimated Accuracy
 TG0408;SPC ND N     -   204,210.      462,880.      MT  (+/- 180 meters Scaled)
 TG0408
 TG0408                          SUPERSEDED SURVEY CONTROL
 TG0408
 TG0408.No superseded survey control is available for this station.
 TG0408
 TG0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ932109(NAD 83)
 TG0408_MARKER: DD = SURVEY DISK
 TG0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0408_SP_SET: PEDESTAL
 TG0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0408
 TG0408  HISTORY     - Date     Condition        Report By
 TG0408  HISTORY     - UNK      MONUMENTED       DOD
 TG0408  HISTORY     - 1963     GOOD             NGS
 TG0408
 TG0408                          STATION DESCRIPTION
 TG0408
 TG0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0408'6.1 MI NW FROM BOWBELLS.
 TG0408'ABOUT 2.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0408'AT BOWBELLS, THENCE 3.9 MILES WEST ALONG A GRAVELED ROAD, IN S 33, R
 TG0408'90 W, T 162 N, ABOUT 0.2 MILE SOUTH OF THE ROAD, ON THE TOP OF A
 TG0408'SLIGHT RIDGE IN THE EAST EDGE OF A CULTIVATED FIELD, AT A SLIGHT JOG
 TG0408'IN A FENCE LINE, A 1 1/2 X 4 FOOT CONCRETE PEDESTAL WITH TRIBRACH.
 TG0408'NOTE-- CENTER OF THE TRIBRACH WAS HELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0405 ***********************************************************************
 TG0405  DESIGNATION -  L 9 Z
 TG0405  PID         -  TG0405
 TG0405  STATE/COUNTY-  ND/BURKE
 TG0405  USGS QUAD   -  COTEAU (1948)
 TG0405
 TG0405                         *CURRENT SURVEY CONTROL
 TG0405  ___________________________________________________________________
 TG0405* NAD 83(1986)-  48 49 04.     (N)    102 22 19.     (W)     SCALED    
 TG0405* NAVD 88     -       596.769  (meters)    1957.90   (feet)  ADJUSTED  
 TG0405  ___________________________________________________________________
 TG0405  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TG0405  DYNAMIC HT  -         596.896 (meters)    1958.32  (feet)  COMP
 TG0405  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TG0405
 TG0405  VERT ORDER  -  SECOND    CLASS 0
 TG0405
 TG0405.The horizontal coordinates were scaled from a topographic map and have
 TG0405.an estimated accuracy of +/- 6 seconds.
 TG0405
 TG0405.The orthometric height was determined by differential leveling
 TG0405.and adjusted by the National Geodetic Survey in June 1991..
 TG0405
 TG0405.The geoid height was determined by GEOID03.
 TG0405
 TG0405.The dynamic height is computed by dividing the NAVD 88
 TG0405.geopotential number by the normal gravity value computed on the
 TG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0405.degrees latitude (g = 980.6199 gals.).
 TG0405
 TG0405.The modeled gravity was interpolated from observed gravity values.
 TG0405
 TG0405;                    North         East    Units  Estimated Accuracy
 TG0405;SPC ND N     -   203,780.      462,540.      MT  (+/- 180 meters Scaled)
 TG0405
 TG0405                          SUPERSEDED SURVEY CONTROL
 TG0405
 TG0405  NGVD 29 (??/??/92)  596.36   (m)         1956.6    (f) COMPUTED    2 0
 TG0405
 TG0405.Superseded values are not recommended for survey control.
 TG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0405.See file dsdata.txt to determine how the superseded data were derived.
 TG0405
 TG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ929105(NAD 83)
 TG0405_MARKER: DS = TRIANGULATION STATION DISK
 TG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0405_STAMPING: L 9 Z 1963
 TG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0405+STABILITY: SURFACE MOTION
 TG0405
 TG0405  HISTORY     - Date     Condition        Report By
 TG0405  HISTORY     - 1963     MONUMENTED       CGS
 TG0405  HISTORY     - 1985     GOOD             DMA
 TG0405
 TG0405                          STATION DESCRIPTION
 TG0405
 TG0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0405'6.5 MI NW FROM BOWBELLS.
 TG0405'ABOUT 2.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0405'AT BOWBELLS, THENCE 4.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.3
 TG0405'MILE SOUTH ALONG A NARROW GRAVELED ROAD, IN S 33, R 90 W, T 162 N, ON
 TG0405'THE TOP OF A SLIGHT KNOLL, 38 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TG0405'6.5 FEET EAST OF A FENCE, 9.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TG0405'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0405'POST 1 FOOT UNDER THE GROUND.
 TG0405
 TG0405                          STATION RECOVERY (1985)
 TG0405
 TG0405'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 TG0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0407 ***********************************************************************
 TG0407  DESIGNATION -  L 9 Z AZ MK
 TG0407  PID         -  TG0407
 TG0407  STATE/COUNTY-  ND/BURKE
 TG0407  USGS QUAD   -  COTEAU (1948)
 TG0407
 TG0407                         *CURRENT SURVEY CONTROL
 TG0407  ___________________________________________________________________
 TG0407* NAD 83(1986)-  48 49 18.     (N)    102 22 19.     (W)     SCALED    
 TG0407* NAVD 88     -       596.106  (meters)    1955.72   (feet)  ADJUSTED  
 TG0407  ___________________________________________________________________
 TG0407  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 TG0407  DYNAMIC HT  -         596.234 (meters)    1956.14  (feet)  COMP
 TG0407  MODELED GRAV-     980,803.6   (mgal)                       NAVD 88
 TG0407
 TG0407  VERT ORDER  -  SECOND    CLASS 0
 TG0407
 TG0407.The horizontal coordinates were scaled from a topographic map and have
 TG0407.an estimated accuracy of +/- 6 seconds.
 TG0407
 TG0407.The orthometric height was determined by differential leveling
 TG0407.and adjusted by the National Geodetic Survey in June 1991..
 TG0407
 TG0407.The geoid height was determined by GEOID03.
 TG0407
 TG0407.The dynamic height is computed by dividing the NAVD 88
 TG0407.geopotential number by the normal gravity value computed on the
 TG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0407.degrees latitude (g = 980.6199 gals.).
 TG0407
 TG0407.The modeled gravity was interpolated from observed gravity values.
 TG0407
 TG0407;                    North         East    Units  Estimated Accuracy
 TG0407;SPC ND N     -   204,220.      462,550.      MT  (+/- 180 meters Scaled)
 TG0407
 TG0407                          SUPERSEDED SURVEY CONTROL
 TG0407
 TG0407  NGVD 29 (??/??/92)  595.70   (m)         1954.4    (f) COMPUTED    2 0
 TG0407
 TG0407.Superseded values are not recommended for survey control.
 TG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0407.See file dsdata.txt to determine how the superseded data were derived.
 TG0407
 TG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ928109(NAD 83)
 TG0407_MARKER: DZ = AZIMUTH MARK DISK
 TG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0407_STAMPING: L 9 Z 1963
 TG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0407+STABILITY: SURFACE MOTION
 TG0407
 TG0407  HISTORY     - Date     Condition        Report By
 TG0407  HISTORY     - 1963     MONUMENTED       CGS
 TG0407
 TG0407                          STATION DESCRIPTION
 TG0407
 TG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0407'6.2 MI NW FROM BOWBELLS.
 TG0407'ABOUT 2.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0407'AT BOWBELLS, THENCE 4.2 MILES WEST ALONG A GRAVELED ROAD, IN S 28, R
 TG0407'90 W, T 162 N, 59 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A
 TG0407'NARROW GRAVELED ROAD LEADING SOUTH, 41 FEET NORTH OF THE CENTERLINE OF
 TG0407'THE ROAD LEADING EAST, 4.5 FEET SOUTHEAST OF THE MORE NORTHERLY OF TWO
 TG0407'POWER POLES, 4.5 FEET NORTHEAST OF THE MORE SOUTHERLY OF TWO POWER
 TG0407'POLES, 1.5 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS
 TG0407'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0407'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0404 ***********************************************************************
 TG0404  DESIGNATION -  L 9 Z RM 1
 TG0404  PID         -  TG0404
 TG0404  STATE/COUNTY-  ND/BURKE
 TG0404  USGS QUAD   -  COTEAU (1948)
 TG0404
 TG0404                         *CURRENT SURVEY CONTROL
 TG0404  ___________________________________________________________________
 TG0404* NAD 83(1986)-  48 49 04.     (N)    102 22 19.     (W)     SCALED    
 TG0404* NAVD 88     -       597.035  (meters)    1958.77   (feet)  ADJUSTED  
 TG0404  ___________________________________________________________________
 TG0404  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TG0404  DYNAMIC HT  -         597.162 (meters)    1959.19  (feet)  COMP
 TG0404  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TG0404
 TG0404  VERT ORDER  -  SECOND    CLASS 0
 TG0404
 TG0404.The horizontal coordinates were scaled from a topographic map and have
 TG0404.an estimated accuracy of +/- 6 seconds.
 TG0404
 TG0404.The orthometric height was determined by differential leveling
 TG0404.and adjusted by the National Geodetic Survey in June 1991..
 TG0404
 TG0404.The geoid height was determined by GEOID03.
 TG0404
 TG0404.The dynamic height is computed by dividing the NAVD 88
 TG0404.geopotential number by the normal gravity value computed on the
 TG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0404.degrees latitude (g = 980.6199 gals.).
 TG0404
 TG0404.The modeled gravity was interpolated from observed gravity values.
 TG0404
 TG0404;                    North         East    Units  Estimated Accuracy
 TG0404;SPC ND N     -   203,780.      462,540.      MT  (+/- 180 meters Scaled)
 TG0404
 TG0404                          SUPERSEDED SURVEY CONTROL
 TG0404
 TG0404  NGVD 29 (??/??/92)  596.631  (m)         1957.45   (f) ADJ UNCH    2 0
 TG0404
 TG0404.Superseded values are not recommended for survey control.
 TG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0404.See file dsdata.txt to determine how the superseded data were derived.
 TG0404
 TG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ929105(NAD 83)
 TG0404_MARKER: DR = REFERENCE MARK DISK
 TG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0404_STAMPING: L 9 Z NO 1 1963
 TG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0404+STABILITY: SURFACE MOTION
 TG0404
 TG0404  HISTORY     - Date     Condition        Report By
 TG0404  HISTORY     - 1963     MONUMENTED       CGS
 TG0404
 TG0404                          STATION DESCRIPTION
 TG0404
 TG0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0404'6.5 MI NW FROM BOWBELLS.
 TG0404'ABOUT 2.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0404'AT BOWBELLS, THENCE 4.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.3
 TG0404'MILES SOUTH ALONG A NARROW GRAVELED ROAD, IN S 33, R 90 W, T 162 N, ON
 TG0404'THE TOP OF A SLIGHT KNOLL, 34 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TG0404'32.8 FEET SOUTHWEST OF THE STATION MARK, 2.0 FEET EAST OF A FENCE,
 TG0404'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0404'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0406 ***********************************************************************
 TG0406  DESIGNATION -  L 9 Z RM 2
 TG0406  PID         -  TG0406
 TG0406  STATE/COUNTY-  ND/BURKE
 TG0406  USGS QUAD   -  COTEAU (1948)
 TG0406
 TG0406                         *CURRENT SURVEY CONTROL
 TG0406  ___________________________________________________________________
 TG0406* NAD 83(1986)-  48 49 04.     (N)    102 22 19.     (W)     SCALED    
 TG0406* NAVD 88     -       596.784  (meters)    1957.95   (feet)  ADJUSTED  
 TG0406  ___________________________________________________________________
 TG0406  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TG0406  DYNAMIC HT  -         596.911 (meters)    1958.37  (feet)  COMP
 TG0406  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TG0406
 TG0406  VERT ORDER  -  SECOND    CLASS 0
 TG0406
 TG0406.The horizontal coordinates were scaled from a topographic map and have
 TG0406.an estimated accuracy of +/- 6 seconds.
 TG0406
 TG0406.The orthometric height was determined by differential leveling
 TG0406.and adjusted by the National Geodetic Survey in June 1991..
 TG0406
 TG0406.The geoid height was determined by GEOID03.
 TG0406
 TG0406.The dynamic height is computed by dividing the NAVD 88
 TG0406.geopotential number by the normal gravity value computed on the
 TG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0406.degrees latitude (g = 980.6199 gals.).
 TG0406
 TG0406.The modeled gravity was interpolated from observed gravity values.
 TG0406
 TG0406;                    North         East    Units  Estimated Accuracy
 TG0406;SPC ND N     -   203,780.      462,540.      MT  (+/- 180 meters Scaled)
 TG0406
 TG0406                          SUPERSEDED SURVEY CONTROL
 TG0406
 TG0406  NGVD 29 (??/??/92)  596.38   (m)         1956.6    (f) COMPUTED    2 0
 TG0406
 TG0406.Superseded values are not recommended for survey control.
 TG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0406.See file dsdata.txt to determine how the superseded data were derived.
 TG0406
 TG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ929105(NAD 83)
 TG0406_MARKER: DR = REFERENCE MARK DISK
 TG0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0406_STAMPING: L 9 Z NO 2 1963
 TG0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0406+STABILITY: SURFACE MOTION
 TG0406
 TG0406  HISTORY     - Date     Condition        Report By
 TG0406  HISTORY     - 1963     MONUMENTED       CGS
 TG0406
 TG0406                          STATION DESCRIPTION
 TG0406
 TG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0406'6.5 MI NW FROM BOWBELLS.
 TG0406'ABOUT 2.0 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0406'AT BOWBELLS, THENCE 4.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.3
 TG0406'MILE SOUTH ALONG A NARROW GRAVELED ROAD, IN S 33, R 90 W, T 162 N, ON
 TG0406'THE TOP OF A SLIGHT KNOLL, 33 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TG0406'32.6 FEET NORTHWEST OF THE STATION MARK, 1.5 FEET EAST OF A FENCE,
 TG0406'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TG0406'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1463 ***********************************************************************
 TG1463  DESIGNATION -  L 90
 TG1463  PID         -  TG1463
 TG1463  STATE/COUNTY-  ND/DIVIDE
 TG1463  USGS QUAD   -  COLGAN WEST (1983)
 TG1463
 TG1463                         *CURRENT SURVEY CONTROL
 TG1463  ___________________________________________________________________
 TG1463* NAD 83(1986)-  48 56 29.     (N)    103 42 29.     (W)     SCALED    
 TG1463* NAVD 88     -       667.697  (meters)    2190.60   (feet)  ADJUSTED  
 TG1463  ___________________________________________________________________
 TG1463  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG1463  DYNAMIC HT  -         667.828 (meters)    2191.03  (feet)  COMP
 TG1463  MODELED GRAV-     980,784.3   (mgal)                       NAVD 88
 TG1463
 TG1463  VERT ORDER  -  SECOND    CLASS 0
 TG1463
 TG1463.The horizontal coordinates were scaled from a topographic map and have
 TG1463.an estimated accuracy of +/- 6 seconds.
 TG1463
 TG1463.The orthometric height was determined by differential leveling
 TG1463.and adjusted by the National Geodetic Survey in June 1991..
 TG1463
 TG1463.The geoid height was determined by GEOID03.
 TG1463
 TG1463.The dynamic height is computed by dividing the NAVD 88
 TG1463.geopotential number by the normal gravity value computed on the
 TG1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1463.degrees latitude (g = 980.6199 gals.).
 TG1463
 TG1463.The modeled gravity was interpolated from observed gravity values.
 TG1463
 TG1463;                    North         East    Units  Estimated Accuracy
 TG1463;SPC ND N     -   220,760.      365,040.      MT  (+/- 180 meters Scaled)
 TG1463
 TG1463                          SUPERSEDED SURVEY CONTROL
 TG1463
 TG1463  NGVD 29 (??/??/92)  667.184  (m)         2188.92   (f) ADJ UNCH    2 0
 TG1463
 TG1463.Superseded values are not recommended for survey control.
 TG1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1463.See file dsdata.txt to determine how the superseded data were derived.
 TG1463
 TG1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ946217(NAD 83)
 TG1463_MARKER: DB = BENCH MARK DISK
 TG1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1463_STAMPING: L 90 1934
 TG1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1463+STABILITY: SURFACE MOTION
 TG1463
 TG1463  HISTORY     - Date     Condition        Report By
 TG1463  HISTORY     - 1934     MONUMENTED       CGS
 TG1463
 TG1463                          STATION DESCRIPTION
 TG1463
 TG1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1463'3.7 MI NE FROM FORTUNA.
 TG1463'3.7 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TG1463'MARIE RAILROAD FROM THE STATION AT FORTUNA, DIVIDE COUNTY, ON THE
 TG1463'OUTSIDE OF A CURVE LEADING FROM WEST TO SOUTHWEST, ABOUT 40 YARDS WEST
 TG1463'OF THE CENTER LINE OF A SECTION-LINE ROAD CROSSING THE TRACK, AND 46.3
 TG1463'FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED L 90
 TG1463'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 TG1463'ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TG1463'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1071 ***********************************************************************
 TG1071  DESIGNATION -  L 91
 TG1071  PID         -  TG1071
 TG1071  STATE/COUNTY-  ND/WILLIAMS
 TG1071  USGS QUAD   -  CORINTH (1978)
 TG1071
 TG1071                         *CURRENT SURVEY CONTROL
 TG1071  ___________________________________________________________________
 TG1071* NAD 83(1986)-  48 33 38.     (N)    103 20 31.     (W)     SCALED    
 TG1071* NAVD 88     -       693.469  (meters)    2275.16   (feet)  ADJUSTED  
 TG1071  ___________________________________________________________________
 TG1071  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG1071  DYNAMIC HT  -         693.582 (meters)    2275.53  (feet)  COMP
 TG1071  MODELED GRAV-     980,751.2   (mgal)                       NAVD 88
 TG1071
 TG1071  VERT ORDER  -  SECOND    CLASS 0
 TG1071
 TG1071.The horizontal coordinates were scaled from a topographic map and have
 TG1071.an estimated accuracy of +/- 6 seconds.
 TG1071
 TG1071.The orthometric height was determined by differential leveling
 TG1071.and adjusted by the National Geodetic Survey in June 1991..
 TG1071
 TG1071.The geoid height was determined by GEOID03.
 TG1071
 TG1071.The dynamic height is computed by dividing the NAVD 88
 TG1071.geopotential number by the normal gravity value computed on the
 TG1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1071.degrees latitude (g = 980.6199 gals.).
 TG1071
 TG1071.The modeled gravity was interpolated from observed gravity values.
 TG1071
 TG1071;                    North         East    Units  Estimated Accuracy
 TG1071;SPC ND N     -   177,380.      390,280.      MT  (+/- 180 meters Scaled)
 TG1071
 TG1071                          SUPERSEDED SURVEY CONTROL
 TG1071
 TG1071  NGVD 29 (??/??/92)  692.995  (m)         2273.60   (f) ADJ UNCH    2 0
 TG1071
 TG1071.Superseded values are not recommended for survey control.
 TG1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1071.See file dsdata.txt to determine how the superseded data were derived.
 TG1071
 TG1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP223799(NAD 83)
 TG1071_MARKER: DB = BENCH MARK DISK
 TG1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1071_STAMPING: L-91--1934
 TG1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1071+STABILITY: SURFACE MOTION
 TG1071
 TG1071  HISTORY     - Date     Condition        Report By
 TG1071  HISTORY     - 1934     MONUMENTED       CGS
 TG1071  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1071
 TG1071                          STATION DESCRIPTION
 TG1071
 TG1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1071'20.1 MI N FROM EPPING.
 TG1071'20.1 MILES NORTH OF, ALONG STATE HIGHWAY 42.  20.1 MILES NORTH OF THE
 TG1071'GREAT NORTHERN RAILWAY DEPOT AT EPPING.  4.2 MILES SOUTH OF GREAT
 TG1071'NORTHERN RAILWAY DEPOT AT CORINTH.  54.1 FEET SOUTHEAST OF
 TG1071'INTERSECTION OF STATE HWY. 42 AND SECTION CROSS ROAD.  36 FEET SOUTH
 TG1071'OF CENTER LINE OF SECTION ROAD.  30 FEET EAST OF CENTER LINE OF STATE
 TG1071'HWY. 42.  7 FEET SOUTH OF CORNER FENCE POST.  2.4 FEET WEST OF FENCE.
 TG1071'A STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.  NOTE--
 TG1071'ROAD WIDENING OPERATIONS IN AREA.
 TG1071
 TG1071                          STATION RECOVERY (1974)
 TG1071
 TG1071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0429 ***********************************************************************
 SO0429  DESIGNATION -  L 92
 SO0429  PID         -  SO0429
 SO0429  STATE/COUNTY-  ND/DUNN
 SO0429  USGS QUAD   -  LOST BRIDGE (1970)
 SO0429
 SO0429                         *CURRENT SURVEY CONTROL
 SO0429  ___________________________________________________________________
 SO0429* NAD 83(1986)-  47 33 10.     (N)    102 47 36.     (W)     SCALED    
 SO0429* NAVD 88     -       765.593  (meters)    2511.78   (feet)  ADJUSTED  
 SO0429  ___________________________________________________________________
 SO0429  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 SO0429  DYNAMIC HT  -         765.647 (meters)    2511.96  (feet)  COMP
 SO0429  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 SO0429
 SO0429  VERT ORDER  -  SECOND    CLASS 0
 SO0429
 SO0429.The horizontal coordinates were scaled from a topographic map and have
 SO0429.an estimated accuracy of +/- 6 seconds.
 SO0429
 SO0429.The orthometric height was determined by differential leveling
 SO0429.and adjusted by the National Geodetic Survey in June 1991..
 SO0429
 SO0429.The geoid height was determined by GEOID03.
 SO0429
 SO0429.The dynamic height is computed by dividing the NAVD 88
 SO0429.geopotential number by the normal gravity value computed on the
 SO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0429.degrees latitude (g = 980.6199 gals.).
 SO0429
 SO0429.The modeled gravity was interpolated from observed gravity values.
 SO0429
 SO0429;                    North         East    Units  Estimated Accuracy
 SO0429;SPC ND S     -   212,180.      427,410.      MT  (+/- 180 meters Scaled)
 SO0429
 SO0429                          SUPERSEDED SURVEY CONTROL
 SO0429
 SO0429  NGVD 29 (??/??/92)  765.098  (m)         2510.16   (f) ADJ UNCH    2 0
 SO0429
 SO0429.Superseded values are not recommended for survey control.
 SO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0429.See file dsdata.txt to determine how the superseded data were derived.
 SO0429
 SO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN660689(NAD 83)
 SO0429_MARKER: DB = BENCH MARK DISK
 SO0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0429_STAMPING: L-92 1934
 SO0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0429+STABILITY: SURFACE MOTION
 SO0429
 SO0429  HISTORY     - Date     Condition        Report By
 SO0429  HISTORY     - 1934     MONUMENTED       CGS
 SO0429  HISTORY     - 1940     GOOD             NGS
 SO0429  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0429
 SO0429                          STATION DESCRIPTION
 SO0429
 SO0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0429'20.1 MI N FROM KILLDEER.
 SO0429'ABOUT 20.1 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN
 SO0429'PACIFIC RAILWAY STATION AT KILLDEER, ABOUT 4 MILES SOUTH OF THE LITTLE
 SO0429'MISSOURI RIVER BRIDGE, ON THE WEST SLOPE OF A ROLLING GRASS COVERED
 SO0429'HILL, 70 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 65
 SO0429'FEET SOUTH-EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A
 SO0429'WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK, STAMPED L-92
 SO0429'1934 AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT HIGH.
 SO0429
 SO0429                          STATION RECOVERY (1969)
 SO0429
 SO0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0621 ***********************************************************************
 SO0621  DESIGNATION -  L 93
 SO0621  PID         -  SO0621
 SO0621  STATE/COUNTY-  ND/MCKENZIE
 SO0621  USGS QUAD   -  MOLINE SCHOOL (1972)
 SO0621
 SO0621                         *CURRENT SURVEY CONTROL
 SO0621  ___________________________________________________________________
 SO0621* NAD 83(1986)-  47 44 48.     (N)    103 38 53.     (W)     SCALED    
 SO0621* NAVD 88     -       717.558  (meters)    2354.19   (feet)  ADJUSTED  
 SO0621  ___________________________________________________________________
 SO0621  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 SO0621  DYNAMIC HT  -         717.613 (meters)    2354.37  (feet)  COMP
 SO0621  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 SO0621
 SO0621  VERT ORDER  -  SECOND    CLASS 0
 SO0621
 SO0621.The horizontal coordinates were scaled from a topographic map and have
 SO0621.an estimated accuracy of +/- 6 seconds.
 SO0621
 SO0621.The orthometric height was determined by differential leveling
 SO0621.and adjusted by the National Geodetic Survey in June 1991..
 SO0621
 SO0621.The geoid height was determined by GEOID03.
 SO0621
 SO0621.The dynamic height is computed by dividing the NAVD 88
 SO0621.geopotential number by the normal gravity value computed on the
 SO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0621.degrees latitude (g = 980.6199 gals.).
 SO0621
 SO0621.The modeled gravity was interpolated from observed gravity values.
 SO0621
 SO0621;                    North         East    Units  Estimated Accuracy
 SO0621;SPC ND N     -    87,840.      364,000.      MT  (+/- 180 meters Scaled)
 SO0621
 SO0621                          SUPERSEDED SURVEY CONTROL
 SO0621
 SO0621  NGVD 29 (??/??/92)  717.00   (m)         2352.4    (f) COMPUTED    2 0
 SO0621
 SO0621.Superseded values are not recommended for survey control.
 SO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0621.See file dsdata.txt to determine how the superseded data were derived.
 SO0621
 SO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN013890(NAD 83)
 SO0621_MARKER: DB = BENCH MARK DISK
 SO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0621_STAMPING: L-93 -- 1934
 SO0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0621+STABILITY: SURFACE MOTION
 SO0621
 SO0621  HISTORY     - Date     Condition        Report By
 SO0621  HISTORY     - 1934     MONUMENTED       CGS
 SO0621  HISTORY     - 1953     MARK NOT FOUND   LOCSUR
 SO0621
 SO0621                          STATION DESCRIPTION
 SO0621
 SO0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0621'6.2 MI S FROM ALEXANDER.
 SO0621'6.2 MILES SOUTH OF, ALONG STATE HWY. 16.  6.2 MILES SOUTH OF THE GREAT
 SO0621'NORTHERN DEPOT AT ALEXANDER.  140 FEET NORTH OF CENTER LINE OF SECTION
 SO0621'ROAD.  36 FEET EAST OF CENTER LINE OF STATE HWY. 16.  2 FEET WEST OF
 SO0621'FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
 SO0621
 SO0621                          STATION RECOVERY (1953)
 SO0621
 SO0621'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1953
 SO0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0313 ***********************************************************************
 SO0313  DESIGNATION -  L 95
 SO0313  PID         -  SO0313
 SO0313  STATE/COUNTY-  ND/DUNN
 SO0313  USGS QUAD   -  MARSHALL SE (1973)
 SO0313
 SO0313                         *CURRENT SURVEY CONTROL
 SO0313  ___________________________________________________________________
 SO0313* NAD 83(1986)-  47 05 48.     (N)    102 20 05.     (W)     SCALED    
 SO0313* NAVD 88     -       655.208  (meters)    2149.63   (feet)  ADJUSTED  
 SO0313  ___________________________________________________________________
 SO0313  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0313  DYNAMIC HT  -         655.236 (meters)    2149.72  (feet)  COMP
 SO0313  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 SO0313
 SO0313  VERT ORDER  -  SECOND    CLASS 0
 SO0313
 SO0313.The horizontal coordinates were scaled from a topographic map and have
 SO0313.an estimated accuracy of +/- 6 seconds.
 SO0313
 SO0313.The orthometric height was determined by differential leveling
 SO0313.and adjusted by the National Geodetic Survey in June 1991..
 SO0313
 SO0313.The geoid height was determined by GEOID03.
 SO0313
 SO0313.The dynamic height is computed by dividing the NAVD 88
 SO0313.geopotential number by the normal gravity value computed on the
 SO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0313.degrees latitude (g = 980.6199 gals.).
 SO0313
 SO0313.The modeled gravity was interpolated from observed gravity values.
 SO0313
 SO0313;                    North         East    Units  Estimated Accuracy
 SO0313;SPC ND S     -   160,580.      460,730.      MT  (+/- 180 meters Scaled)
 SO0313
 SO0313                          SUPERSEDED SURVEY CONTROL
 SO0313
 SO0313  NGVD 29 (??/??/92)  654.726  (m)         2148.05   (f) ADJ UNCH    2 0
 SO0313
 SO0313.Superseded values are not recommended for survey control.
 SO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0313.See file dsdata.txt to determine how the superseded data were derived.
 SO0313
 SO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN022193(NAD 83)
 SO0313_MARKER: DB = BENCH MARK DISK
 SO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0313_STAMPING: L 95 1934
 SO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0313+STABILITY: SURFACE MOTION
 SO0313
 SO0313  HISTORY     - Date     Condition        Report By
 SO0313  HISTORY     - 1934     MONUMENTED       CGS
 SO0313  HISTORY     - 1961     GOOD             NGS
 SO0313
 SO0313                          STATION DESCRIPTION
 SO0313
 SO0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SO0313'2.8 MI S FROM MARSHALL.
 SO0313'2.8 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0313'MARSHALL, DUNN COUNTY, AT A ROAD INTERSECTION, 60 FEET SOUTH OF THE
 SO0313'CENTERLINE OF THE GRADED COUNTY ROAD, 46 FEET EAST OF THE CENTERLINE
 SO0313'OF THE HIGHWAY, 35 FEET SOUTH OF A CORNER POST, AND 1 FOOT WEST OF THE
 SO0313'WOVEN-WIRE FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 SO0313'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0314 ***********************************************************************
 SO0314  DESIGNATION -  L 95 RESET
 SO0314  PID         -  SO0314
 SO0314  STATE/COUNTY-  ND/DUNN
 SO0314  USGS QUAD   -  MARSHALL SE (1973)
 SO0314
 SO0314                         *CURRENT SURVEY CONTROL
 SO0314  ___________________________________________________________________
 SO0314* NAD 83(1986)-  47 05 48.     (N)    102 20 05.     (W)     SCALED    
 SO0314* NAVD 88     -       655.19   (+/-2cm)    2149.6    (feet)  VERTCON   
 SO0314  ___________________________________________________________________
 SO0314  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0314
 SO0314  VERT ORDER  -  THIRD (See Below)
 SO0314
 SO0314.The horizontal coordinates were scaled from a topographic map and have
 SO0314.an estimated accuracy of +/- 6 seconds.
 SO0314
 SO0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0314.The vertical order pertains to the NGVD 29 superseded value.
 SO0314
 SO0314.The geoid height was determined by GEOID03.
 SO0314
 SO0314;                    North         East    Units  Estimated Accuracy
 SO0314;SPC ND S     -   160,580.      460,730.      MT  (+/- 180 meters Scaled)
 SO0314
 SO0314                          SUPERSEDED SURVEY CONTROL
 SO0314
 SO0314  NGVD 29 (??/??/??)  654.70   (m)         2148.0    (f) RESET       3  
 SO0314
 SO0314.Superseded values are not recommended for survey control.
 SO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0314.See file dsdata.txt to determine how the superseded data were derived.
 SO0314
 SO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN022193(NAD 83)
 SO0314_MARKER: DB = BENCH MARK DISK
 SO0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0314_STAMPING: L 95 RESET 1964
 SO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0314+STABILITY: SURFACE MOTION
 SO0314
 SO0314  HISTORY     - Date     Condition        Report By
 SO0314  HISTORY     - 1964     MONUMENTED       CGS
 SO0314
 SO0314                          STATION DESCRIPTION
 SO0314
 SO0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0314'2.8 MI S FROM MARSHALL.
 SO0314'2.8 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0314'MARSHALL, DUNN COUNTY, IN THE SOUTHEAST ANGLE OF CROSSROADS, 100 FEET
 SO0314'EAST OF THE CENTERLINE OF THE HIGHWAY, 75 FEET SOUTH OF THE CENTERLINE
 SO0314'OF THE EAST-WEST ROAD, 39 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF
 SO0314'A POWERLINE POLE AND 13/4 FEET SOUTH OF A METAL WITNESS POST AND SET
 SO0314'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0048 ***********************************************************************
 RS0048  DESIGNATION -  L 96
 RS0048  PID         -  RS0048
 RS0048  STATE/COUNTY-  ND/HETTINGER
 RS0048  USGS QUAD   -  MOTT NORTH (1966)
 RS0048
 RS0048                         *CURRENT SURVEY CONTROL
 RS0048  ___________________________________________________________________
 RS0048* NAD 83(1986)-  46 24 01.     (N)    102 19 06.     (W)     SCALED    
 RS0048* NAVD 88     -       749.352  (meters)    2458.50   (feet)  ADJUSTED  
 RS0048  ___________________________________________________________________
 RS0048  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 RS0048  DYNAMIC HT  -         749.306 (meters)    2458.35  (feet)  COMP
 RS0048  MODELED GRAV-     980,528.6   (mgal)                       NAVD 88
 RS0048
 RS0048  VERT ORDER  -  SECOND    CLASS 0
 RS0048
 RS0048.The horizontal coordinates were scaled from a topographic map and have
 RS0048.an estimated accuracy of +/- 6 seconds.
 RS0048
 RS0048.The orthometric height was determined by differential leveling
 RS0048.and adjusted by the National Geodetic Survey in June 1991..
 RS0048
 RS0048.The geoid height was determined by GEOID03.
 RS0048
 RS0048.The dynamic height is computed by dividing the NAVD 88
 RS0048.geopotential number by the normal gravity value computed on the
 RS0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0048.degrees latitude (g = 980.6199 gals.).
 RS0048
 RS0048.The modeled gravity was interpolated from observed gravity values.
 RS0048
 RS0048;                    North         East    Units  Estimated Accuracy
 RS0048;SPC ND S     -    83,160.      460,180.      MT  (+/- 180 meters Scaled)
 RS0048
 RS0048                          SUPERSEDED SURVEY CONTROL
 RS0048
 RS0048  NGVD 29 (??/??/92)  748.832  (m)         2456.79   (f) ADJ UNCH    2 0
 RS0048
 RS0048.Superseded values are not recommended for survey control.
 RS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0048.See file dsdata.txt to determine how the superseded data were derived.
 RS0048
 RS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM061420(NAD 83)
 RS0048_MARKER: DB = BENCH MARK DISK
 RS0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0048_STAMPING: L-96 -- 1934
 RS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0048+STABILITY: SURFACE MOTION
 RS0048
 RS0048  HISTORY     - Date     Condition        Report By
 RS0048  HISTORY     - 1934     MONUMENTED       CGS
 RS0048
 RS0048                          STATION DESCRIPTION
 RS0048
 RS0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0048'2.2 MI N FROM MOTT.
 RS0048'2.2 MILES NORTH OF THE POST OFFICE AT MOTT.  AT A POINT WHERE STATE
 RS0048'HWY. 8 MAKES A LEFT HAND TURN TO THE NORTH IN THE TRIANGLE FORMED BY
 RS0048'TWO SECTION LINE ROADS AND THE CURVED PORTION OF THE HIGHWAY.  169
 RS0048'FEET NORTH OF CENTERLINE OF A GRADED COUNTY ROAD GOING EAST.  56 FEET
 RS0048'SOUTHEAST OF HIGHWAY ON CURVE.  45 FEET WEST OF A GRADED COUNTY ROAD
 RS0048'GOING SOUTH FROM HIGHWAY.  A STANDARD TABLET SET IN TOP OF CONCRETE
 RS0048'POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0049 ***********************************************************************
 RS0049  DESIGNATION -  L 96 RESET
 RS0049  PID         -  RS0049
 RS0049  STATE/COUNTY-  ND/HETTINGER
 RS0049  USGS QUAD   -  MOTT NORTH (1966)
 RS0049
 RS0049                         *CURRENT SURVEY CONTROL
 RS0049  ___________________________________________________________________
 RS0049* NAD 83(1986)-  46 24 01.     (N)    102 19 06.     (W)     SCALED    
 RS0049* NAVD 88     -       748.68   (+/-2cm)    2456.3    (feet)  VERTCON   
 RS0049  ___________________________________________________________________
 RS0049  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 RS0049
 RS0049  VERT ORDER  -  THIRD (See Below)
 RS0049
 RS0049.The horizontal coordinates were scaled from a topographic map and have
 RS0049.an estimated accuracy of +/- 6 seconds.
 RS0049
 RS0049.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0049.The vertical order pertains to the NGVD 29 superseded value.
 RS0049
 RS0049.The geoid height was determined by GEOID03.
 RS0049
 RS0049;                    North         East    Units  Estimated Accuracy
 RS0049;SPC ND S     -    83,160.      460,180.      MT  (+/- 180 meters Scaled)
 RS0049
 RS0049                          SUPERSEDED SURVEY CONTROL
 RS0049
 RS0049  NGVD 29 (11/04/04)  748.16   (m)         2454.6    (f) RESET       3  
 RS0049
 RS0049.Superseded values are not recommended for survey control.
 RS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0049.See file dsdata.txt to determine how the superseded data were derived.
 RS0049
 RS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM061420(NAD 83)
 RS0049_MARKER: DB = BENCH MARK DISK
 RS0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0049_STAMPING: L 96 RESET 1961
 RS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0049+STABILITY: SURFACE MOTION
 RS0049
 RS0049  HISTORY     - Date     Condition        Report By
 RS0049  HISTORY     - 1961     MONUMENTED       CGS
 RS0049  HISTORY     - 1965     MARK NOT FOUND   USGS
 RS0049
 RS0049                          STATION DESCRIPTION
 RS0049
 RS0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 RS0049'2.2 MI N FROM MOTT.
 RS0049'THIS MARK IS LOCATED ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 8 FROM
 RS0049'MOTT, ABOUT 335 FEET SOUTHEAST OF A CURVE IN THE HIGHWAY, AT
 RS0049'CROSS-ROADS, 150 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 RS0049'35 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 2 FEET NORTH OF
 RS0049'A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RS0049'INCHES.  NOTE-- PROBABLY DESTROYED WHEN ROAD WAS WIDENED.
 RS0049
 RS0049                          STATION RECOVERY (1965)
 RS0049
 RS0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RS0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0245 ***********************************************************************
 RS0245  DESIGNATION -  L 98
 RS0245  PID         -  RS0245
 RS0245  STATE/COUNTY-  ND/BILLINGS
 RS0245  USGS QUAD   -  DRY BULLION CREEK (1979)
 RS0245
 RS0245                         *CURRENT SURVEY CONTROL
 RS0245  ___________________________________________________________________
 RS0245* NAD 83(1986)-  46 42 11.     (N)    103 37 47.     (W)     SCALED    
 RS0245* NAVD 88     -       734.882  (meters)    2411.03   (feet)  ADJUSTED  
 RS0245  ___________________________________________________________________
 RS0245  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 RS0245  DYNAMIC HT  -         734.867 (meters)    2410.98  (feet)  COMP
 RS0245  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 RS0245
 RS0245  VERT ORDER  -  SECOND    CLASS 0
 RS0245
 RS0245.The horizontal coordinates were scaled from a topographic map and have
 RS0245.an estimated accuracy of +/- 6 seconds.
 RS0245
 RS0245.The orthometric height was determined by differential leveling
 RS0245.and adjusted by the National Geodetic Survey in June 1991..
 RS0245
 RS0245.The geoid height was determined by GEOID03.
 RS0245
 RS0245.The dynamic height is computed by dividing the NAVD 88
 RS0245.geopotential number by the normal gravity value computed on the
 RS0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0245.degrees latitude (g = 980.6199 gals.).
 RS0245
 RS0245.The modeled gravity was interpolated from observed gravity values.
 RS0245
 RS0245;                    North         East    Units  Estimated Accuracy
 RS0245;SPC ND S     -   119,970.      360,730.      MT  (+/- 180 meters Scaled)
 RS0245
 RS0245                          SUPERSEDED SURVEY CONTROL
 RS0245
 RS0245  NGVD 29 (??/??/92)  734.367  (m)         2409.34   (f) ADJ UNCH    2 0
 RS0245
 RS0245.Superseded values are not recommended for survey control.
 RS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0245.See file dsdata.txt to determine how the superseded data were derived.
 RS0245
 RS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM047730(NAD 83)
 RS0245_MARKER: DB = BENCH MARK DISK
 RS0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0245_STAMPING: L-98 -- 1934
 RS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0245+STABILITY: SURFACE MOTION
 RS0245
 RS0245  HISTORY     - Date     Condition        Report By
 RS0245  HISTORY     - 1934     MONUMENTED       CGS
 RS0245
 RS0245                          STATION DESCRIPTION
 RS0245
 RS0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0245'20.3 MI S FROM MEDORA.
 RS0245'20.3 MILES SOUTH OF THE NORTHERN PACIFIC DEPOT AT MEDORA.  150 YARDS
 RS0245'NORTHEAST OF MARQUETT FARM HOUSE.  60 YARDS NORTH OF A CREEK.  35
 RS0245'YARDS NORTHWEST OF CORNER FENCE POST.  18 FEET NORTHWEST OF CENTER OF
 RS0245'RIVER ROAD.  15 FEET NORTHWEST OF GATE POST.  2 FEET NORTHEAST OF
 RS0245'FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0036 ***********************************************************************
 RS0036  DESIGNATION -  L 99
 RS0036  PID         -  RS0036
 RS0036  STATE/COUNTY-  ND/HETTINGER
 RS0036  USGS QUAD   -  MOTT NW (1966)
 RS0036
 RS0036                         *CURRENT SURVEY CONTROL
 RS0036  ___________________________________________________________________
 RS0036* NAD 83(1986)-  46 22 43.     (N)    102 24 06.     (W)     SCALED    
 RS0036* NAVD 88     -       730.631  (meters)    2397.08   (feet)  ADJUSTED  
 RS0036  ___________________________________________________________________
 RS0036  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 RS0036  DYNAMIC HT  -         730.586 (meters)    2396.93  (feet)  COMP
 RS0036  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 RS0036
 RS0036  VERT ORDER  -  SECOND    CLASS 0
 RS0036
 RS0036.The horizontal coordinates were scaled from a topographic map and have
 RS0036.an estimated accuracy of +/- 6 seconds.
 RS0036
 RS0036.The orthometric height was determined by differential leveling
 RS0036.and adjusted by the National Geodetic Survey in June 1991..
 RS0036
 RS0036.The geoid height was determined by GEOID03.
 RS0036
 RS0036.The dynamic height is computed by dividing the NAVD 88
 RS0036.geopotential number by the normal gravity value computed on the
 RS0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0036.degrees latitude (g = 980.6199 gals.).
 RS0036
 RS0036.The modeled gravity was interpolated from observed gravity values.
 RS0036
 RS0036;                    North         East    Units  Estimated Accuracy
 RS0036;SPC ND S     -    80,910.      453,720.      MT  (+/- 180 meters Scaled)
 RS0036
 RS0036                          SUPERSEDED SURVEY CONTROL
 RS0036
 RS0036  NGVD 29 (??/??/92)  730.115  (m)         2395.39   (f) ADJ UNCH    2 0
 RS0036
 RS0036.Superseded values are not recommended for survey control.
 RS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0036.See file dsdata.txt to determine how the superseded data were derived.
 RS0036
 RS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM998393(NAD 83)
 RS0036_MARKER: DB = BENCH MARK DISK
 RS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0036_STAMPING: L-99 1934
 RS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0036+STABILITY: SURFACE MOTION
 RS0036
 RS0036  HISTORY     - Date     Condition        Report By
 RS0036  HISTORY     - 1934     MONUMENTED       CGS
 RS0036  HISTORY     - 1938     GOOD             NGS
 RS0036  HISTORY     - 1968     GOOD             DOD
 RS0036
 RS0036                          STATION DESCRIPTION
 RS0036
 RS0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RS0036'3.5 MI W FROM MOTT.
 RS0036'ALONG THE MILWAUKEE RAILROAD, 3.5 MILES WEST OF THE STATION AT MOTT,
 RS0036'0.4 OF A MILE EAST OF MILEPOST 108, 0.4 OF A MILE EAST OF CANON BALL
 RS0036'RIVER TRESTLE, 220 FEET EAST OF A WOODEN TRESTLE NO. AA 654, 48.2 FEET
 RS0036'NORTH OF THE CENTER OF THE TRACK, 40 FEET EAST OF THE CENTER OF A ROAD
 RS0036'CROSSING THE TRACK, 15 FEET EAST OF A CORNER POST, 1.5 FEET SOUTH OF
 RS0036'THE RIGHT OF WAY FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST
 RS0036'CONCRETE POST.
 RS0036
 RS0036                          STATION RECOVERY (1968)
 RS0036
 RS0036'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0626 ***********************************************************************
 RQ0626  DESIGNATION -  LA MOURE
 RQ0626  PID         -  RQ0626
 RQ0626  STATE/COUNTY-  ND/LA MOURE
 RQ0626  USGS QUAD   -  INDEPENDENCE (1952)
 RQ0626
 RQ0626                         *CURRENT SURVEY CONTROL
 RQ0626  ___________________________________________________________________
 RQ0626* NAD 83(1996)-  46 21 18.30644(N)    098 13 19.90941(W)     ADJUSTED  
 RQ0626* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 RQ0626  ___________________________________________________________________
 RQ0626  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 RQ0626  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 RQ0626
 RQ0626  HORZ ORDER  -  SECOND
 RQ0626
 RQ0626.The horizontal coordinates were established by classical geodetic methods
 RQ0626.and adjusted by the National Geodetic Survey in January 1998..
 RQ0626
 RQ0626.The orthometric height was scaled from a topographic map.
 RQ0626
 RQ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0626
 RQ0626.The geoid height was determined by GEOID03.
 RQ0626
 RQ0626;                    North         East     Units Scale Factor Converg.
 RQ0626;SPC ND S     -    79,063.666   775,284.326   MT  0.99997067   +1 39 41.0
 RQ0626;SPC ND S     -   259,395.23  2,543,583.75   iFT  0.99997067   +1 39 41.0
 RQ0626;UTM  14      - 5,133,795.045   559,840.574   MT  0.99964402   +0 33 46.3
 RQ0626
 RQ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0626!SPC ND S     -   0.99993641  x   0.99997067  =   0.99990709
 RQ0626!UTM  14      -   0.99993641  x   0.99964402  =   0.99958046
 RQ0626
 RQ0626:                Primary Azimuth Mark                     Grid Az
 RQ0626:SPC ND S     -  VERONA ST RAPHAELS CH CROSS              083 06 50.7
 RQ0626:UTM  14      -  VERONA ST RAPHAELS CH CROSS              084 12 45.4
 RQ0626
 RQ0626|---------------------------------------------------------------------|
 RQ0626| PID    Reference Object                     Distance      Geod. Az  |
 RQ0626|                                                           dddmmss.s |
 RQ0626| RQ0624 VERONA ST RAPHAELS CH CROSS         APPROX.11.3 KM 0844631.7 |
 RQ0626| RQ0625 VERONA MUNICIPAL TANK               APPROX.11.6 KM 0851546.1 |
 RQ0626| CO5796 LA MOURE RM 1                        29.842 METERS 09442     |
 RQ0626| RQ0647 ERWIN MATTSONS BARN VENTILATOR      APPROX. 9.6 KM 2045112.3 |
 RQ0626| RQ0649 COTTONWOOD PRESB CHURCH SPIRE       APPROX.13.0 KM 2402441.2 |
 RQ0626| CO5797 LA MOURE RM 2                        26.505 METERS 26328     |
 RQ0626| CO5795 LA MOURE AZ MK                                     2735454.6 |
 RQ0626| RQ0652 LA MOURE CO COURTHOUSE DOME         APPROX. 5.4 KM 2783954.1 |
 RQ0626| RQ0651 LA MOURE MUNICIPAL TANK             APPROX. 5.8 KM 2821228.3 |
 RQ0626|---------------------------------------------------------------------|
 RQ0626
 RQ0626                          SUPERSEDED SURVEY CONTROL
 RQ0626
 RQ0626  NAD 83(1986)-  46 21 18.31130(N)    098 13 19.90288(W) AD(       ) 2
 RQ0626  NAD 27      -  46 21 18.43100(N)    098 13 18.54100(W) AD(       ) 2
 RQ0626
 RQ0626.Superseded values are not recommended for survey control.
 RQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0626.See file dsdata.txt to determine how the superseded data were derived.
 RQ0626
 RQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5984133795(NAD 83)
 RQ0626_MARKER: DS = TRIANGULATION STATION DISK
 RQ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0626
 RQ0626  HISTORY     - Date     Condition        Report By
 RQ0626  HISTORY     - 1954     MONUMENTED       CGS
 RQ0626  HISTORY     - 1968     GOOD             USGS
 RQ0626  HISTORY     - 1969     GOOD             CGS
 RQ0626  HISTORY     - 1974     GOOD             USAF
 RQ0626
 RQ0626                          STATION DESCRIPTION
 RQ0626
 RQ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0626'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF VERONA, 3.5
 RQ0626'MILES EAST OF LA MOURE, AND IN THE SOUTH RIGHT-OF-WAY OF STATE
 RQ0626'HIGHWAY 13.
 RQ0626'
 RQ0626'REACHED FROM THE LA MOURE GRADE SCHOOL BUILDING IN LA MOURE
 RQ0626'BY GOING EAST ON STATE HIGHWAY 13 FOR 2.85 MILES TO THE
 RQ0626'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD, EASTERLY,
 RQ0626'FOR 0.55 MILE TO A CROSS ROAD AND STATION ON THE RIGHT AS
 RQ0626'DESCRIBED.
 RQ0626'
 RQ0626'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0626'IS 158 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 RQ0626'ROAD, 87 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 13, 9 FEET
 RQ0626'NORTH OF THE NORTHERN EDGE OF A CULTIVATED FIELD, AND 3 FEET
 RQ0626'SOUTH OF A WITNESS POST.  THE DISK IS STAMPED LA MOURE 1954,
 RQ0626'AND THE MARK PROJECTS 6 INCHES.
 RQ0626'
 RQ0626'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 RQ0626'MONUMENT, IS 95 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 13
 RQ0626'AND 3 FEET NORTH OF THE NORTHERN EDGE OF THE CULTIVATED FIELD.
 RQ0626'THE DISK IS STAMPED LA MOURE NO 1 1954, AND THE MARK PROJECTS
 RQ0626'3 INCHES.
 RQ0626'
 RQ0626'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 RQ0626'MONUMENT, IS 96 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 13,
 RQ0626'71 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 RQ0626'AND 5 FEET NORTH OF THE NORTHERN EDGE OF THE CULTIVATED
 RQ0626'FIELD.  THE DISK IS STAMPED LA MOURE NO 2 1954, AND THE MARK
 RQ0626'PROJECTS 2 INCHES.
 RQ0626'
 RQ0626'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0626'IS 96 FEET NORTH OF THE CENTER LINE OF HIGHWAY 13, 51 FEET
 RQ0626'EAST OF A POWER POLE, 2.5 FEET NORTHEAST OF A WITNESS POST,
 RQ0626'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE DISK IS STAMPED LA MOURE
 RQ0626'1954, AND THE MARK PROJECTS 2 INCHES.
 RQ0626'
 RQ0626'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RQ0626
 RQ0626                          STATION RECOVERY (1968)
 RQ0626
 RQ0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RQ0626'STATION, R.M. 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 RQ0626'R.M. 1 NOT FOUND.
 RQ0626
 RQ0626                          STATION RECOVERY (1969)
 RQ0626
 RQ0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RQ0626'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0626'CONDITION.  A CHECK WAS MADE OF THE DISTANCE AND DIRECTION
 RQ0626'TO THE MARKS AND A ONE METER DIFFERENCE WAS NOTED IN THE
 RQ0626'MEASUREMENT TO REFERENCE MARK NO. 2, HOWEVER THE FEET MEASUREMENT
 RQ0626'CHECKED THE 1954 MEASUREMENTS.
 RQ0626'
 RQ0626'THE 1954 DESCRIPTION IS ADEQUATE FOR RECOVERY, BUT ADDITIONAL
 RQ0626'MEASURE-WERE TAKEN AND ARE AS FOLLOWS--
 RQ0626'
 RQ0626'STATION MARK IS 158 FEET EAST OF THE CENTERLINE OF A GRAVEL
 RQ0626'ROAD, 108 FEET EAST-NORTHEAST OF A POWERLINE BRACE POLE
 RQ0626'87 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 13 AND 1 FOOT
 RQ0626'WEST OF A WITNESS POST.
 RQ0626'
 RQ0626'REFERENCE MARK NO. 1 IS 255 FEET EAST OF THE CENTERLINE OF
 RQ0626'A NORTH-SOUTH ROAD, 95 FEET SOUTH OF THE CENTERLINE OF STATE
 RQ0626'HIGHWAY 13, 1 FOOT NORTH OF A METAL WITNESS POST AND AT THE
 RQ0626'EDGE OF A CULTIVATED FIELD.
 RQ0626'
 RQ0626'REFERENCE MARK NO. 2 IS 96 FEET SOUTH OF THE CENTERLINE OF
 RQ0626'STATE HIGHWAY 13, 22 FEET EAST-NORTHEAST OF A POWERLINE
 RQ0626'BRACE POLE AND 71 FEET EAST OF THE CENTERLINE OF A GRAVELED
 RQ0626'ROAD.
 RQ0626'
 RQ0626'AZIMUTH MARK IS 96 FEET NORTH OF THE CENTERLINE OF STATE
 RQ0626'HIGHWAY 13, 51 FEET EAST OF A POWERLINE POLE AND 1 FOOT SOUTH
 RQ0626'OF A METAL WITNESS POST.
 RQ0626'
 RQ0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 RQ0626'EAST OF LAMOURE
 RQ0626
 RQ0626                          STATION RECOVERY (1974)
 RQ0626
 RQ0626'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0626'STATION, REFERENCE MARKS, AND AZIMUTH MARK WAS FOUND IN GOOD
 RQ0626'CONDITION.
 RQ0626'
 RQ0626'ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0652 ***********************************************************************
 RQ0652  DESIGNATION -  LA MOURE CO COURTHOUSE DOME
 RQ0652  PID         -  RQ0652
 RQ0652  STATE/COUNTY-  ND/LA MOURE
 RQ0652  USGS QUAD   -  LAMOURE (1978)
 RQ0652
 RQ0652                         *CURRENT SURVEY CONTROL
 RQ0652  ___________________________________________________________________
 RQ0652* NAD 83(1996)-  46 21 44.57574(N)    098 17 29.61123(W)     ADJUSTED  
 RQ0652* NAVD 88     -                                                        
 RQ0652  ___________________________________________________________________
 RQ0652  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 RQ0652  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0652
 RQ0652  HORZ ORDER  -  THIRD
 RQ0652
 RQ0652.The horizontal coordinates were established by classical geodetic methods
 RQ0652.and adjusted by the National Geodetic Survey in January 1998..
 RQ0652
 RQ0652
 RQ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0652
 RQ0652.The geoid height was determined by GEOID03.
 RQ0652
 RQ0652;                    North         East     Units Scale Factor Converg.
 RQ0652;SPC ND S     -    79,722.029   769,925.353   MT  0.99996962   +1 36 38.9
 RQ0652;SPC ND S     -   261,555.21  2,526,001.81   iFT  0.99996962   +1 36 38.9
 RQ0652;UTM  14      - 5,134,555.756   554,496.969   MT  0.99963651   +0 30 45.8
 RQ0652
 RQ0652                          SUPERSEDED SURVEY CONTROL
 RQ0652
 RQ0652  NAD 83(1986)-  46 21 44.58088(N)    098 17 29.60405(W) AD(       ) 4
 RQ0652  NAD 27      -  46 21 44.69900(N)    098 17 28.23800(W) AD(       ) 3
 RQ0652
 RQ0652.Superseded values are not recommended for survey control.
 RQ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0652.See file dsdata.txt to determine how the superseded data were derived.
 RQ0652
 RQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5449734556(NAD 83)
 RQ0652_MARKER: 87 = DOME
 RQ0652
 RQ0652  HISTORY     - Date     Condition        Report By
 RQ0652  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0652
 RQ0652                          STATION DESCRIPTION
 RQ0652
 RQ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 RQ0652'THE STATION IS THE METAL BALL ATOP THE DOME OF THE STONE
 RQ0652'COURTHOUSE BUILDING THAT IS LOCATED IN THE NORTH CENTRAL SECTION
 RQ0652'OF LA MOURE.  THE BUILDING IS APPROXIMATELY 65 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0651 ***********************************************************************
 RQ0651  DESIGNATION -  LA MOURE MUNICIPAL TANK
 RQ0651  PID         -  RQ0651
 RQ0651  STATE/COUNTY-  ND/LA MOURE
 RQ0651  USGS QUAD   -  LAMOURE (1978)
 RQ0651
 RQ0651                         *CURRENT SURVEY CONTROL
 RQ0651  ___________________________________________________________________
 RQ0651* NAD 83(1996)-  46 21 57.98393(N)    098 17 45.40003(W)     ADJUSTED  
 RQ0651* NAVD 88     -                                                        
 RQ0651  ___________________________________________________________________
 RQ0651  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 RQ0651  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 RQ0651
 RQ0651  HORZ ORDER  -  THIRD
 RQ0651
 RQ0651.The horizontal coordinates were established by classical geodetic methods
 RQ0651.and adjusted by the National Geodetic Survey in January 1998..
 RQ0651
 RQ0651
 RQ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0651
 RQ0651.The geoid height was determined by GEOID03.
 RQ0651
 RQ0651;                    North         East     Units Scale Factor Converg.
 RQ0651;SPC ND S     -    80,126.385   769,576.370   MT  0.99996909   +1 36 27.4
 RQ0651;SPC ND S     -   262,881.84  2,524,856.86   iFT  0.99996909   +1 36 27.4
 RQ0651;UTM  14      - 5,134,966.588   554,155.912   MT  0.99963605   +0 30 34.5
 RQ0651
 RQ0651                          SUPERSEDED SURVEY CONTROL
 RQ0651
 RQ0651  NAD 83(1986)-  46 21 57.98910(N)    098 17 45.39293(W) AD(       ) 4
 RQ0651  NAD 27      -  46 21 58.11000(N)    098 17 44.02000(W) AD(       ) 3
 RQ0651
 RQ0651.Superseded values are not recommended for survey control.
 RQ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0651.See file dsdata.txt to determine how the superseded data were derived.
 RQ0651
 RQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5415634967(NAD 83)
 RQ0651_MARKER: 53 = ELEVATED TANK
 RQ0651
 RQ0651  HISTORY     - Date     Condition        Report By
 RQ0651  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0651
 RQ0651                          STATION DESCRIPTION
 RQ0651
 RQ0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0651'THE STATION IS THE METAL BALL ATOP THE MUNICIPAL WATER TANK
 RQ0651'LOCATED ON A RIDGE AT THE NORTH EDGE OF LA MOURE.  THE TANK
 RQ0651'IS ELEVATED BY A FOUR LEGGED SKELETON FRAMEWORK AND IS
 RQ0651'APPROXIMATELY 80 HIGH.
 RQ0651'
 RQ0651'THIS STATION WAS ALSO USED BY THE U.S. GEOLOGICAL SURVEY AS
 RQ0651'AN AZIMUTH MARK AT THEIR STATION TT 14 RMC 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1831 ***********************************************************************
 TF1831  DESIGNATION -  LACS
 TF1831  PID         -  TF1831
 TF1831  STATE/COUNTY-  ND/WARD
 TF1831  USGS QUAD   -  DES LACS (1980)
 TF1831
 TF1831                         *CURRENT SURVEY CONTROL
 TF1831  ___________________________________________________________________
 TF1831* NAD 83(1986)-  48 15 17.     (N)    101 30 45.     (W)     SCALED    
 TF1831* NAVD 88     -       577.442  (meters)    1894.49   (feet)  ADJUSTED  
 TF1831  ___________________________________________________________________
 TF1831  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF1831  DYNAMIC HT  -         577.539 (meters)    1894.81  (feet)  COMP
 TF1831  MODELED GRAV-     980,759.8   (mgal)                       NAVD 88
 TF1831
 TF1831  VERT ORDER  -  FIRST     CLASS II
 TF1831
 TF1831.The horizontal coordinates were scaled from a topographic map and have
 TF1831.an estimated accuracy of +/- 6 seconds.
 TF1831
 TF1831.The orthometric height was determined by differential leveling
 TF1831.and adjusted by the National Geodetic Survey in June 1991..
 TF1831
 TF1831.The geoid height was determined by GEOID03.
 TF1831
 TF1831.The dynamic height is computed by dividing the NAVD 88
 TF1831.geopotential number by the normal gravity value computed on the
 TF1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1831.degrees latitude (g = 980.6199 gals.).
 TF1831
 TF1831.The modeled gravity was interpolated from observed gravity values.
 TF1831
 TF1831;                    North         East    Units  Estimated Accuracy
 TF1831;SPC ND N     -   140,000.      524,820.      MT  (+/- 180 meters Scaled)
 TF1831
 TF1831                          SUPERSEDED SURVEY CONTROL
 TF1831
 TF1831.No superseded survey control is available for this station.
 TF1831
 TF1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU135476(NAD 83)
 TF1831_MARKER: DS = TRIANGULATION STATION DISK
 TF1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1831_SP_SET: CONCRETE POST
 TF1831_STAMPING: LACS 1946
 TF1831_MARK LOGO: CGS   
 TF1831_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1831+STABILITY: SURFACE MOTION
 TF1831
 TF1831  HISTORY     - Date     Condition        Report By
 TF1831  HISTORY     - 1946     MONUMENTED       CGS
 TF1831  HISTORY     - 1981     GOOD             NGS
 TF1831  HISTORY     - 1981     GOOD             NGS
 TF1831
 TF1831                          STATION DESCRIPTION
 TF1831
 TF1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1831'3.7 KM (2.4 MI) EAST FROM DES LACS.
 TF1831'3.7 KM (2.5 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1831'NORTHERN RAILROAD STATION IN DES LACS, 17.1 METERS (56.1 FT) NORTH OF
 TF1831'THE CENTERLINE OF THE ROAD, 7.0 METERS (23.0 FT) EAST OF A DIRT ROAD
 TF1831'LEADING NORTH, 2.4 METERS (7.9 FT) NORTHEAST OF A FENCE CORNER AND 1.8
 TF1831'METERS (5.9 FT) EAST OF A WIRE FENCE.
 TF1831'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TF1831
 TF1831                          STATION RECOVERY (1981)
 TF1831
 TF1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2201 ***********************************************************************
 TF2201  DESIGNATION -  LACS
 TF2201  PID         -  TF2201
 TF2201  STATE/COUNTY-  ND/WARD
 TF2201  USGS QUAD   -  DES LACS (1980)
 TF2201
 TF2201                         *CURRENT SURVEY CONTROL
 TF2201  ___________________________________________________________________
 TF2201* NAD 83(1996)-  48 15 17.36052(N)    101 30 44.34801(W)     ADJUSTED  
 TF2201* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 TF2201  ___________________________________________________________________
 TF2201  LAPLACE CORR-          -8.57  (seconds)                    DEFLEC99
 TF2201  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF2201
 TF2201  HORZ ORDER  -  SECOND
 TF2201
 TF2201.The horizontal coordinates were established by classical geodetic methods
 TF2201.and adjusted by the National Geodetic Survey in January 1998..
 TF2201
 TF2201.The orthometric height was scaled from a topographic map.
 TF2201
 TF2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2201
 TF2201.The geoid height was determined by GEOID03.
 TF2201
 TF2201;                    North         East     Units Scale Factor Converg.
 TF2201;SPC ND N     -   140,007.348   524,834.780   MT  0.99994024   -0 45 11.9
 TF2201;SPC ND N     -   459,341.69  1,721,898.88   iFT  0.99994024   -0 45 11.9
 TF2201;UTM  14      - 5,347,674.585   313,523.791   MT  1.00002727   -1 52 30.0
 TF2201
 TF2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2201!SPC ND N     -   0.99991466  x   0.99994024  =   0.99985490
 TF2201!UTM  14      -   0.99991466  x   1.00002727  =   0.99994193
 TF2201
 TF2201:                Primary Azimuth Mark                     Grid Az
 TF2201:SPC ND N     -  LACS AZ MK                               000 56 40.2
 TF2201:UTM  14      -  LACS AZ MK                               002 03 58.3
 TF2201
 TF2201|---------------------------------------------------------------------|
 TF2201| PID    Reference Object                     Distance      Geod. Az  |
 TF2201|                                                           dddmmss.s |
 TF2201| TF1830 LACS AZ MK                                         0001128.3 |
 TF2201| CS9134 LACS RM 1                                          00627     |
 TF2201| TF1832 LACS RM 2                                          26130     |
 TF2201|---------------------------------------------------------------------|
 TF2201
 TF2201                          SUPERSEDED SURVEY CONTROL
 TF2201
 TF2201  NAD 83(1986)-  48 15 17.36014(N)    101 30 44.34526(W) AD(       ) 2
 TF2201  NAD 27      -  48 15 17.32590(N)    101 30 42.74840(W) AD(       ) 2
 TF2201
 TF2201.Superseded values are not recommended for survey control.
 TF2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2201.See file dsdata.txt to determine how the superseded data were derived.
 TF2201
 TF2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1352447675(NAD 83)
 TF2201_MARKER: DS = TRIANGULATION STATION DISK
 TF2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2201
 TF2201  HISTORY     - Date     Condition        Report By
 TF2201  HISTORY     - 1946     MONUMENTED       CGS
 TF2201
 TF2201                          STATION DESCRIPTION
 TF2201
 TF2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2201'THE STATION IS LOCATED 2.5 MILES EAST OF THE VILLAGE OF
 TF2201'DESLACS, 56 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S.
 TF2201'HIGHWAY 2, 23 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 TF2201'TRACK ROAD AND 8 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE
 TF2201'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LACS 1946.
 TF2201'
 TF2201'REFERENCE MARK NO. 1 IS 59.67 FEET NORTH OF THE STATION, 25
 TF2201'FEET EAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD AND
 TF2201'2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 TF2201'2 INCHES AND THE DISK IS STAMPED LACS NO 1 1946.
 TF2201'
 TF2201'REFERENCE MARK NO. 2 IS 56.36 FEET WEST OF THE STATION, 49
 TF2201'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 2,
 TF2201'31 FEET WEST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD
 TF2201'AND 1 FOOT SOUTHEAST OF A LARGE CONCRETE FENCE CORNER POST.
 TF2201'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED LACS NO 2 1946.
 TF2201'
 TF2201'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 32 FEET
 TF2201'EAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 5 FEET
 TF2201'SOUTHWEST OF THE NORTHWEST FENCE CORNER POST OF A CULTIVATED
 TF2201'FIELD AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 TF2201'
 TF2201'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LACS 1946.
 TF2201'
 TF2201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2201'THE MAIN STREET OF DESLACS, GO EAST ON U.S. HIGHWAY 2 FOR 2.5
 TF2201'MILES TO A TRACK CROSSROAD AND THE STATION AS DESCRIBED.
 TF2201'
 TF2201'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TRACK
 TF2201'FOR 0.5 MILE AND THE MARK ON THE RIGHT AS DESCRIBED.
 TF2201'
 TF2201'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1830 ***********************************************************************
 TF1830  DESIGNATION -  LACS AZ MK
 TF1830  PID         -  TF1830
 TF1830  STATE/COUNTY-  ND/WARD
 TF1830  USGS QUAD   -  DES LACS (1980)
 TF1830
 TF1830                         *CURRENT SURVEY CONTROL
 TF1830  ___________________________________________________________________
 TF1830* NAD 83(1986)-  48 15 42.     (N)    101 30 45.     (W)     SCALED    
 TF1830* NAVD 88     -       575.279  (meters)    1887.39   (feet)  ADJUSTED  
 TF1830  ___________________________________________________________________
 TF1830  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 TF1830  DYNAMIC HT  -         575.376 (meters)    1887.71  (feet)  COMP
 TF1830  MODELED GRAV-     980,761.1   (mgal)                       NAVD 88
 TF1830
 TF1830  VERT ORDER  -  FIRST     CLASS II
 TF1830
 TF1830.The horizontal coordinates were scaled from a topographic map and have
 TF1830.an estimated accuracy of +/- 6 seconds.
 TF1830
 TF1830.The orthometric height was determined by differential leveling
 TF1830.and adjusted by the National Geodetic Survey in June 1991..
 TF1830
 TF1830.The geoid height was determined by GEOID03.
 TF1830
 TF1830.The dynamic height is computed by dividing the NAVD 88
 TF1830.geopotential number by the normal gravity value computed on the
 TF1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1830.degrees latitude (g = 980.6199 gals.).
 TF1830
 TF1830.The modeled gravity was interpolated from observed gravity values.
 TF1830
 TF1830;                    North         East    Units  Estimated Accuracy
 TF1830;SPC ND N     -   140,770.      524,830.      MT  (+/- 180 meters Scaled)
 TF1830
 TF1830                          SUPERSEDED SURVEY CONTROL
 TF1830
 TF1830.No superseded survey control is available for this station.
 TF1830
 TF1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU135484(NAD 83)
 TF1830_MARKER: DZ = AZIMUTH MARK DISK
 TF1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1830_SP_SET: CONCRETE POST
 TF1830_STAMPING: LACS 1946
 TF1830_MARK LOGO: CGS   
 TF1830_PROJECTION: PROJECTING 3 CENTIMETERS
 TF1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1830+STABILITY: SURFACE MOTION
 TF1830
 TF1830  HISTORY     - Date     Condition        Report By
 TF1830  HISTORY     - 1946     MONUMENTED       CGS
 TF1830  HISTORY     - 1981     GOOD             NGS
 TF1830
 TF1830                          STATION DESCRIPTION
 TF1830
 TF1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1830'4.5 KM (2.9 MI) EAST FROM DES LACS.
 TF1830'3.7 KM (2.4 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1830'NORTHERN RAILROAD STATION IN DES LACS, THENCE 0.8 KM (0.5 MI)
 TF1830'NORTHERLY ALONG A SECTION LINE ROAD, AT THE NORTHWEST CORNER OF A
 TF1830'CULTIVATED FIELD, 11.9 METERS (39.0 FT) EAST OF THE CENTER OF THE
 TF1830'ROAD, 1.8 METERS (5.9 FT) EAST-NORTHEAST OF A FENCE CORNER AND 0.9
 TF1830'METERS (3.0 FT) NORTH OF THE CENTER OF A WIRE GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1832 ***********************************************************************
 TF1832  DESIGNATION -  LACS RM 2
 TF1832  PID         -  TF1832
 TF1832  STATE/COUNTY-  ND/WARD
 TF1832  USGS QUAD   -  DES LACS (1980)
 TF1832
 TF1832                         *CURRENT SURVEY CONTROL
 TF1832  ___________________________________________________________________
 TF1832* NAD 83(1986)-  48 15 17.     (N)    101 30 46.     (W)     SCALED    
 TF1832* NAVD 88     -       577.174  (meters)    1893.61   (feet)  ADJUSTED  
 TF1832  ___________________________________________________________________
 TF1832  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF1832  DYNAMIC HT  -         577.271 (meters)    1893.93  (feet)  COMP
 TF1832  MODELED GRAV-     980,759.8   (mgal)                       NAVD 88
 TF1832
 TF1832  VERT ORDER  -  FIRST     CLASS II
 TF1832
 TF1832.The horizontal coordinates were scaled from a topographic map and have
 TF1832.an estimated accuracy of +/- 6 seconds.
 TF1832
 TF1832.The orthometric height was determined by differential leveling
 TF1832.and adjusted by the National Geodetic Survey in June 1991..
 TF1832
 TF1832.The geoid height was determined by GEOID03.
 TF1832
 TF1832.The dynamic height is computed by dividing the NAVD 88
 TF1832.geopotential number by the normal gravity value computed on the
 TF1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1832.degrees latitude (g = 980.6199 gals.).
 TF1832
 TF1832.The modeled gravity was interpolated from observed gravity values.
 TF1832
 TF1832;                    North         East    Units  Estimated Accuracy
 TF1832;SPC ND N     -   140,000.      524,800.      MT  (+/- 180 meters Scaled)
 TF1832
 TF1832                          SUPERSEDED SURVEY CONTROL
 TF1832
 TF1832.No superseded survey control is available for this station.
 TF1832
 TF1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU134476(NAD 83)
 TF1832_MARKER: DR = REFERENCE MARK DISK
 TF1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1832_SP_SET: CONCRETE POST
 TF1832_STAMPING: LACS NO 2 1946
 TF1832_MARK LOGO: CGS   
 TF1832_PROJECTION: FLUSH
 TF1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1832+STABILITY: SURFACE MOTION
 TF1832
 TF1832  HISTORY     - Date     Condition        Report By
 TF1832  HISTORY     - 1946     MONUMENTED       CGS
 TF1832  HISTORY     - 1981     GOOD             NGS
 TF1832  HISTORY     - 1981     GOOD             NGS
 TF1832
 TF1832                          STATION DESCRIPTION
 TF1832
 TF1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1832'3.7 KM (2.3 MI) EAST FROM DES LACS.
 TF1832'3.7 KM (2.3 MI) EASTERLY ALONG COUNTY ROAD 10 FROM THE BURLINGTON
 TF1832'NORTHERN RAILROAD STATION IN DES LACS, 14.9 METERS (48.9 FT) NORTH OF
 TF1832'THE CENTERLINE OF THE ROAD, 9.4 METERS (30.8 FT) WEST OF THE CENTER OF
 TF1832'A DIRT ROAD LEADING NORTH AND 0.3 METERS (1.0 FT) SOUTHEAST OF A LARGE
 TF1832'CONCRETE POST.
 TF1832'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TF1832
 TF1832                          STATION RECOVERY (1981)
 TF1832
 TF1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0806 ***********************************************************************
 SO0806  DESIGNATION -  LAGOON
 SO0806  PID         -  SO0806
 SO0806  STATE/COUNTY-  ND/MCKENZIE
 SO0806  USGS QUAD   -  WATFORD CITY NW (1978)
 SO0806
 SO0806                         *CURRENT SURVEY CONTROL
 SO0806  ___________________________________________________________________
 SO0806* NAD 83(1996)-  47 58 49.95824(N)    103 28 41.19950(W)     ADJUSTED  
 SO0806* NAVD 88     -       641.     (meters)    2103.     (feet)  SCALED    
 SO0806  ___________________________________________________________________
 SO0806  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 SO0806  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 SO0806
 SO0806  HORZ ORDER  -  SECOND
 SO0806
 SO0806.The horizontal coordinates were established by classical geodetic methods
 SO0806.and adjusted by the National Geodetic Survey in January 1998..
 SO0806
 SO0806.The orthometric height was scaled from a topographic map.
 SO0806
 SO0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0806
 SO0806.The geoid height was determined by GEOID03.
 SO0806
 SO0806;                    North         East     Units Scale Factor Converg.
 SO0806;SPC ND N     -   113,316.221   377,743.190   MT  0.99993749   -2 12 58.0
 SO0806;SPC ND N     -   371,772.38  1,239,314.93   iFT  0.99993749   -2 12 58.0
 SO0806;UTM  13      - 5,315,258.428   613,567.387   MT  0.99975848   +1 07 50.7
 SO0806
 SO0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0806!SPC ND N     -   0.99990243  x   0.99993749  =   0.99983993
 SO0806!UTM  13      -   0.99990243  x   0.99975848  =   0.99966094
 SO0806
 SO0806:                Primary Azimuth Mark                     Grid Az
 SO0806:SPC ND N     -  PLUM                                     080 25 46.4
 SO0806:UTM  13      -  PLUM                                     077 04 57.7
 SO0806
 SO0806|---------------------------------------------------------------------|
 SO0806| PID    Reference Object                     Distance      Geod. Az  |
 SO0806|                                                           dddmmss.s |
 SO0806| SO0803 PLUM                                APPROX. 8.5 KM 0781248.4 |
 SO0806|---------------------------------------------------------------------|
 SO0806
 SO0806                          SUPERSEDED SURVEY CONTROL
 SO0806
 SO0806  NAD 83(1986)-  47 58 49.95902(N)    103 28 41.19675(W) AD(       ) 2
 SO0806  NAD 27      -  47 58 49.86500(N)    103 28 39.49600(W) AD(       ) 2
 SO0806
 SO0806.Superseded values are not recommended for survey control.
 SO0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0806.See file dsdata.txt to determine how the superseded data were derived.
 SO0806
 SO0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP1356715258(NAD 83)
 SO0806_MARKER: Z = SEE DESCRIPTION
 SO0806_SETTING: 0 = UNSPECIFIED SETTING
 SO0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0806
 SO0806  HISTORY     - Date     Condition        Report By
 SO0806  HISTORY     - 1889     MONUMENTED       MORC
 SO0806
 SO0806                          STATION DESCRIPTION
 SO0806
 SO0806'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0806'IS ON RIGHT BANK, ON EDGE OF BLUFFS AND NEAR LAKE IN OLD RIVER
 SO0806'BED.  THERE ARE DEEP COULEES BOTH ABOVE AND BELOW TRIANGULATION
 SO0806'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1239 ***********************************************************************
 SN1239  DESIGNATION -  LAKE
 SN1239  PID         -  SN1239
 SN1239  STATE/COUNTY-  ND/MCLEAN
 SN1239  USGS QUAD   -  BLUE HILL (1980)
 SN1239
 SN1239                         *CURRENT SURVEY CONTROL
 SN1239  ___________________________________________________________________
 SN1239* NAD 83(1996)-  47 49 20.61238(N)    101 40 46.28100(W)     ADJUSTED  
 SN1239* NAVD 88     -       659.690  (meters)    2164.33   (feet)  ADJUSTED  
 SN1239  ___________________________________________________________________
 SN1239  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 SN1239  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1239  DYNAMIC HT  -         659.765 (meters)    2164.58  (feet)  COMP
 SN1239  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SN1239
 SN1239  HORZ ORDER  -  SECOND
 SN1239  VERT ORDER  -  SECOND    CLASS 0
 SN1239
 SN1239.The horizontal coordinates were established by classical geodetic methods
 SN1239.and adjusted by the National Geodetic Survey in January 1998..
 SN1239
 SN1239.The orthometric height was determined by differential leveling
 SN1239.and adjusted by the National Geodetic Survey in June 1991..
 SN1239
 SN1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1239
 SN1239.The geoid height was determined by GEOID03.
 SN1239
 SN1239.The dynamic height is computed by dividing the NAVD 88
 SN1239.geopotential number by the normal gravity value computed on the
 SN1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1239.degrees latitude (g = 980.6199 gals.).
 SN1239
 SN1239.The modeled gravity was interpolated from observed gravity values.
 SN1239
 SN1239;                    North         East     Units Scale Factor Converg.
 SN1239;SPC ND N     -    92,110.290   511,684.219   MT  0.99994627   -0 52 39.8
 SN1239;SPC ND N     -   302,199.11  1,678,754.00   iFT  0.99994627   -0 52 39.8
 SN1239;UTM  14      - 5,300,036.772   299,441.694   MT  1.00009430   -1 59 10.9
 SN1239
 SN1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1239!SPC ND N     -   0.99989960  x   0.99994627  =   0.99984587
 SN1239!UTM  14      -   0.99989960  x   1.00009430  =   0.99999389
 SN1239
 SN1239:                Primary Azimuth Mark                     Grid Az
 SN1239:SPC ND N     -  LAKE AZ MK                               004 25 21.0
 SN1239:UTM  14      -  LAKE AZ MK                               005 31 52.1
 SN1239
 SN1239|---------------------------------------------------------------------|
 SN1239| PID    Reference Object                     Distance      Geod. Az  |
 SN1239|                                                           dddmmss.s |
 SN1239| SN1237 LAKE AZ MK                                         0033241.2 |
 SN1239| SN1240 LAKE RM 1                             7.639 METERS 18024     |
 SN1239| SN1238 LAKE RM 2                             7.605 METERS 28141     |
 SN1239|---------------------------------------------------------------------|
 SN1239
 SN1239                          SUPERSEDED SURVEY CONTROL
 SN1239
 SN1239  NAD 83(1986)-  47 49 20.61131(N)    101 40 46.27608(W) AD(       ) 2
 SN1239  NAD 27      -  47 49 20.60410(N)    101 40 44.68860(W) AD(       ) 2
 SN1239  NGVD 29 (??/??/92)  659.274  (m)         2162.97   (f) ADJ UNCH    2 0
 SN1239
 SN1239.Superseded values are not recommended for survey control.
 SN1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1239.See file dsdata.txt to determine how the superseded data were derived.
 SN1239
 SN1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU9944200037(NAD 83)
 SN1239_MARKER: DS = TRIANGULATION STATION DISK
 SN1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1239_STAMPING: LAKE 1962
 SN1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1239+STABILITY: SURFACE MOTION
 SN1239
 SN1239  HISTORY     - Date     Condition        Report By
 SN1239  HISTORY     - 1962     MONUMENTED       CGS
 SN1239  HISTORY     - 1963     GOOD             NGS
 SN1239
 SN1239                          STATION DESCRIPTION
 SN1239
 SN1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1239'THE STATION IS LOCATED 5-1/2 MILES SOUTH OF THE TOWN OF RYDER,
 SN1239'IN THE SE 1/4 OF SEC. 9, T150N, R86W, ON A SLIGHT RISE ON THE
 SN1239'HIGHWAY RIGHT-OF-WAY.
 SN1239'
 SN1239'TO REACH FROM THE POST OFFICE IN RYDER, FOLLOW THE GRAVELED
 SN1239'ROAD SOUTH AND SOUTHWEST FOR 0.4 MILE TO STATE HIGHWAY 28.  TURN
 SN1239'LEFT AND FOLLOW STATE HIGHWAY 28 SOUTH FOR 5.2 MILES TO A
 SN1239'CROSSROAD.  CONTINUE AHEAD, SOUTH ON STATE HIGHWAY 28 FOR 0.1
 SN1239'MILE TO THE AZIMUTH ON THE LEFT, EAST, SIDE OF THE ROAD.
 SN1239'CONTINUE AHEAD, SOUTH, FOR 0.6 MILE TO THE STATION ON THE RIGHT,
 SN1239'WEST, SIDE OF THE ROAD.
 SN1239'
 SN1239'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1962 AND SET
 SN1239'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1239'4 INCHES.  IT IS 107 FEET WEST OF THE CENTER OF A ROAD AND 20.9
 SN1239'FEET SOUTH OF A WITNESS POST.
 SN1239'
 SN1239'REFERENCE MARK NO. 1, STAMPED LAKE NO 1 1962, IS A STANDARD DISK
 SN1239'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1239'PROJECTS 3 INCHES.  IT IS 106 FEET WEST OF THE CENTER OF A ROAD
 SN1239'AND 20.9 FEET SOUTH OF A WITNESS POST.
 SN1239'
 SN1239'REFERENCE MARK NO. 2, STAMPED LAKE NO 2 1962, IS A STANDARD DISK
 SN1239'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1239'PROJECTS 3 INCHES.  IT IS 10 FEET EAST OF A SNOW FENCE AND 22.1
 SN1239'FEET WEST OF A WITNESS POST.
 SN1239'
 SN1239'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE 1962 AND
 SN1239'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1239'PROJECTS 3 INCHES.  IT IS 100 FEET EAST OF THE CENTER OF A ROAD,
 SN1239'6 FEET SOUTH OF A POWER POLE AND 3.1 FEET SOUTH OF A WITNESS
 SN1239'POST.
 SN1239'
 SN1239'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 38.67 FEET OR 11.786
 SN1239'METERS.
 SN1239
 SN1239                          STATION RECOVERY (1963)
 SN1239
 SN1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1239'6.8 MI S FROM RYDER.
 SN1239'ABOUT 0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1239'AT RYDER, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 28, 100 FEET WEST
 SN1239'OF THE CENTERLINE OF THE HIGHWAY, 25.0 FEET NORTH OF R.M. 1, 25.0 FEET
 SN1239'EAST OF R.M. 2, 10.0 FEET SOUTH OF A POLE, 6.7 FEET NORTHEAST OF A
 SN1239'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 SN1239'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S 9, R 86 W, T
 SN1239'150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1775 ***********************************************************************
 TE1775  DESIGNATION -  LAKE
 TE1775  PID         -  TE1775
 TE1775  STATE/COUNTY-  ND/RAMSEY
 TE1775  USGS QUAD   -  SWEETWATER (1994)
 TE1775
 TE1775                         *CURRENT SURVEY CONTROL
 TE1775  ___________________________________________________________________
 TE1775* NAD 83(1996)-  48 08 13.49364(N)    098 46 04.65194(W)     ADJUSTED  
 TE1775* NAVD 88     -       463.26   (+/-2cm)    1519.9    (feet)  VERTCON   
 TE1775  ___________________________________________________________________
 TE1775  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 TE1775  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 TE1775
 TE1775  HORZ ORDER  -  FIRST
 TE1775  VERT ORDER  -  THIRD ? (See Below)
 TE1775
 TE1775.The horizontal coordinates were established by classical geodetic methods
 TE1775.and adjusted by the National Geodetic Survey in January 1998..
 TE1775
 TE1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1775.The vertical order pertains to the NGVD 29 superseded value.
 TE1775
 TE1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1775
 TE1775.The geoid height was determined by GEOID03.
 TE1775
 TE1775;                    North         East     Units Scale Factor Converg.
 TE1775;SPC ND N     -   127,871.726   728,892.304   MT  0.99993626   +1 17 19.9
 TE1775;SPC ND N     -   419,526.66  2,391,378.95   iFT  0.99993626   +1 17 19.9
 TE1775;UTM  14      - 5,331,562.488   517,263.315   MT  0.99960366   +0 10 22.1
 TE1775
 TE1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1775!SPC ND N     -   0.99993115  x   0.99993626  =   0.99986742
 TE1775!UTM  14      -   0.99993115  x   0.99960366  =   0.99953484
 TE1775
 TE1775|---------------------------------------------------------------------|
 TE1775| PID    Reference Object                     Distance      Geod. Az  |
 TE1775|                                                           dddmmss.s |
 TE1775| CO7064 LAKE RM 1                            28.650 METERS 00207     |
 TE1775| TE1776 TT 10 L                              15.546 METERS 17900     |
 TE1775| TE2315 LAKE RM 2                            33.724 METERS 23820     |
 TE1775| TE1779 DEVILS LAKE POST OFFICE FLAG        APPROX. 7.3 KM 2471302.0 |
 TE1775| TE1781 DEVILS LAKE ST JOSEPH CATH CH       APPROX. 7.2 KM 2471459.8 |
 TE1775| TE1783 DEVILS LAKE ST MARYS ACAD DOME      APPROX. 6.4 KM 2475001.9 |
 TE1775| TE1782 DEVILS LAKE ST OLAF LUTH CH         APPROX. 7.1 KM 2484900.0 |
 TE1775| TE1982 LUTHERAN SCANDINAVIAN LUTH CH       APPROX.22.6 KM 2705746.1 |
 TE1775| CO7063 LAKE AZ MK                                         3585710.2 |
 TE1775|---------------------------------------------------------------------|
 TE1775
 TE1775                          SUPERSEDED SURVEY CONTROL
 TE1775
 TE1775  NAD 83(1986)-  48 08 13.49296(N)    098 46 04.65022(W) AD(       ) 1
 TE1775  NAD 27      -  48 08 13.48300(N)    098 46 03.23200(W) AD(       ) 1
 TE1775  NGVD 29 (07/19/86)  462.88   (m)         1518.6    (f) LEVELING    3  
 TE1775
 TE1775.Superseded values are not recommended for survey control.
 TE1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1775.See file dsdata.txt to determine how the superseded data were derived.
 TE1775
 TE1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1726331562(NAD 83)
 TE1775_MARKER: DS = TRIANGULATION STATION DISK
 TE1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1775
 TE1775  HISTORY     - Date     Condition        Report By
 TE1775  HISTORY     - 1934     MONUMENTED       CGS
 TE1775
 TE1775                          STATION DESCRIPTION
 TE1775
 TE1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1775'STATION IS LOCATED ABOUT 4.0 MILES E AND 2.0 MILES N OF DEVILS
 TE1775'LAKE IN MINNEWAUKAN TOWNSHIP, NEAR THE CORNER COMMON TO SECS.
 TE1775'20, 21, 28 AND 29, T 154 N, R 63 W.  IT IS 94.9 FEET N OF
 TE1775'CENTER LINE OF E-W SECTION LINE ROAD, 31.6 FEET W OF CENTER
 TE1775'LINE OF N-S SECTION LINE ROAD, AND 1.2 FEET E OF N-S FENCE
 TE1775'LINE.
 TE1775'
 TE1775'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1775'BRONZE DISKS SET IN CONCRETE.
 TE1775'
 TE1775'REFERENCE MARK NO. 1 IS N OF THE STATION, 29.5 FEET W OF
 TE1775'CENTER LINE OF N-S SECTION LINE ROAD, 188.9 FEET N OF CENTER
 TE1775'LINE OF E-W SECTION LINE ROAD, AND 4.2 FEET E OF N-S FENCE.
 TE1775'
 TE1775'REFERENCE MARK NO. 2 IS SW OF THE STATION, 32.2 FEET N OF
 TE1775'CENTER LINE OF E-W SECTION LINE ROAD, IN E-W FENCE LINE, AND
 TE1775'125.5 FEET W OF CENTER LINE OF N-S SECTION LINE ROAD.
 TE1775'
 TE1775'AZIMUTH MARK IS N OF STATION, 59.0 FEET W OF CENTER LINE OF
 TE1775'N-S SECTION LINE ROAD, 18.2 FEET W OF FENCE CORNER, AND 0.8
 TE1775'FOOT S OF FENCE.
 TE1775'
 TE1775'A TIE WAS MADE TO U.S.G.S.TT STATION 10 L, 1927.  IT IS 15.546
 TE1775'METERS (51.00 FEET) S OF STATION.
 TE1775'
 TE1775'TO REACH STATION FROM DEPOT IN DEVILS LAKE, GO E ON FIRST
 TE1775'STREET TO TENTH STREET, THENCE RIGHT ABOUT 50 YARDS, THENCE
 TE1775'LEFT (E) ON GRAVEL ROAD 3.8 MILES TO CROSSROADS, THENCE LEFT
 TE1775'(N) ON DIRT ROAD 1.95 MILES TO CROSSROADS AND STATION IN NW
 TE1775'CORNER OF INTERSECTION.
 TE1775'
 TE1775'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0749 ***********************************************************************
 SO0749  DESIGNATION -  LAKE
 SO0749  PID         -  SO0749
 SO0749  STATE/COUNTY-  ND/DUNN
 SO0749  USGS QUAD   -  MARSHALL NW (1973)
 SO0749
 SO0749                         *CURRENT SURVEY CONTROL
 SO0749  ___________________________________________________________________
 SO0749* NAD 83(1996)-  47 11 14.80746(N)    102 25 47.48277(W)     ADJUSTED  
 SO0749* NAVD 88     -       713.96   (+/-2cm)    2342.4    (feet)  VERTCON   
 SO0749  ___________________________________________________________________
 SO0749  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 SO0749  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 SO0749
 SO0749  HORZ ORDER  -  SECOND
 SO0749  VERT ORDER  -  THIRD ? (See Below)
 SO0749
 SO0749.The horizontal coordinates were established by classical geodetic methods
 SO0749.and adjusted by the National Geodetic Survey in January 1998..
 SO0749
 SO0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0749.The vertical order pertains to the NGVD 29 superseded value.
 SO0749
 SO0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0749
 SO0749.The geoid height was determined by GEOID03.
 SO0749
 SO0749;                    North         East     Units Scale Factor Converg.
 SO0749;SPC ND S     -   170,844.158   453,758.297   MT  0.99995479   -1 24 27.4
 SO0749;SPC ND S     -   560,512.33  1,488,708.32   iFT  0.99995479   -1 24 27.4
 SO0749;UTM  13      - 5,229,199.320   694,707.321   MT  1.00006594   +1 53 09.6
 SO0749
 SO0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0749!SPC ND S     -   0.99989091  x   0.99995479  =   0.99984570
 SO0749!UTM  13      -   0.99989091  x   1.00006594  =   0.99995684
 SO0749
 SO0749|---------------------------------------------------------------------|
 SO0749| PID    Reference Object                     Distance      Geod. Az  |
 SO0749|                                                           dddmmss.s |
 SO0749| CS9137 LAKE RM 2                            12.661 METERS 00138     |
 SO0749| CS9136 LAKE RM 1                            15.438 METERS 27140     |
 SO0749| CS9135 LAKE AZ MK                                         3594328.4 |
 SO0749|---------------------------------------------------------------------|
 SO0749
 SO0749                          SUPERSEDED SURVEY CONTROL
 SO0749
 SO0749  NAD 83(1986)-  47 11 14.80324(N)    102 25 47.47602(W) AD(       ) 2
 SO0749  NAD 27      -  47 11 14.76600(N)    102 25 45.80200(W) AD(       ) 2
 SO0749  NGVD 29 (07/19/86)  713.48   (m)         2340.8    (f) LEVELING    3  
 SO0749
 SO0749.Superseded values are not recommended for survey control.
 SO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0749.See file dsdata.txt to determine how the superseded data were derived.
 SO0749
 SO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN9470729199(NAD 83)
 SO0749_MARKER: DS = TRIANGULATION STATION DISK
 SO0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0749
 SO0749  HISTORY     - Date     Condition        Report By
 SO0749  HISTORY     - 1951     MONUMENTED       CGS
 SO0749
 SO0749                          STATION DESCRIPTION
 SO0749
 SO0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0749'THE STATION IS ABOUT 5 MILES NORTHWEST OF MARSHALL, AND ABOUT
 SO0749'4 MILES NORTH OF THE KNIFE RIVER.
 SO0749'
 SO0749'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO.
 SO0749'8 AND THE MAIN STREET IN MARSHALL, GO NORTH ON STATE HIGHWAY
 SO0749'NO. 8 FOR 4.3 MILES TO A CROSS ROAD.  THEN LEFT, WEST, FOR 4.1
 SO0749'MILES TO A T-INTERSECTION.  THEN LEFT, SOUTH, FOR 0.5 MILE TO
 SO0749'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR
 SO0749'0.35 MILE TO A SCHOOL HOUSE ON THE RIGHT AND THE STATION ON
 SO0749'THE LEFT AS DESCRIBED.
 SO0749'
 SO0749'THE STATION MARK IS 93 FEET EAST OF THE SCHOOL HOUSE, AND 21
 SO0749'FEET EAST OF THE GRADED ROAD.  THE MARK PROJECTS 6 INCHES AND
 SO0749'THE DISK IS STAMPED LAKE 1951.
 SO0749'
 SO0749'REFERENCE MARK NO. 1 IS 43 FEET EAST OF THE SCHOOL HOUSE.  THE
 SO0749'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LAKE NO 1 1951.
 SO0749'
 SO0749'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE GRADED ROAD.  THE
 SO0749'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LAKE NO 2 1951.
 SO0749'
 SO0749'THE AZIMUTH MARK IS 21 FEET EAST OF THE GRADED ROAD.  THE MARK
 SO0749'PROJECTS 6 INCHES AND THE DISK IS STAMPED LAKE 1951.
 SO0749'
 SO0749'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 SO0749'CYLINDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1322 ***********************************************************************
 TE1322  DESIGNATION -  LAKE 2
 TE1322  PID         -  TE1322
 TE1322  STATE/COUNTY-  ND/BENSON
 TE1322  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1322
 TE1322                         *CURRENT SURVEY CONTROL
 TE1322  ___________________________________________________________________
 TE1322* NAD 83(1996)-  48 20 25.39141(N)    099 45 42.00029(W)     ADJUSTED  
 TE1322* NAVD 88     -       505.116  (meters)    1657.20   (feet)  ADJUSTED  
 TE1322  ___________________________________________________________________
 TE1322  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 TE1322  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TE1322  DYNAMIC HT  -         505.213 (meters)    1657.52  (feet)  COMP
 TE1322  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TE1322
 TE1322  HORZ ORDER  -  THIRD
 TE1322  VERT ORDER  -  FIRST     CLASS II
 TE1322
 TE1322.The horizontal coordinates were established by classical geodetic methods
 TE1322.and adjusted by the National Geodetic Survey in January 1998..
 TE1322.No horizontal observational check was made to the station.
 TE1322
 TE1322.The orthometric height was determined by differential leveling
 TE1322.and adjusted by the National Geodetic Survey in June 1991..
 TE1322
 TE1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1322
 TE1322.The geoid height was determined by GEOID03.
 TE1322
 TE1322.The dynamic height is computed by dividing the NAVD 88
 TE1322.geopotential number by the normal gravity value computed on the
 TE1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1322.degrees latitude (g = 980.6199 gals.).
 TE1322
 TE1322.The modeled gravity was interpolated from observed gravity values.
 TE1322
 TE1322;                    North         East     Units Scale Factor Converg.
 TE1322;SPC ND N     -   149,289.490   654,731.150   MT  0.99994578   +0 32 57.9
 TE1322;SPC ND N     -   489,794.91  2,148,068.08   iFT  0.99994578   +0 32 57.9
 TE1322;UTM  14      - 5,354,414.187   443,558.036   MT  0.99963914   -0 34 08.6
 TE1322
 TE1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1322!SPC ND N     -   0.99992433  x   0.99994578  =   0.99987012
 TE1322!UTM  14      -   0.99992433  x   0.99963914  =   0.99956350
 TE1322
 TE1322|---------------------------------------------------------------------|
 TE1322| PID    Reference Object                     Distance      Geod. Az  |
 TE1322|                                                           dddmmss.s |
 TE1322| TE1323 LAKE 2 RM 3                          23.737 METERS 08536     |
 TE1322| CO7067 LAKE 2 AZ MK                                       0893955.0 |
 TE1322| TE1321 LAKE                                 58.160 METERS 15937     |
 TE1322| TE1324 LAKE 2 RM 4                          12.145 METERS 28220     |
 TE1322|---------------------------------------------------------------------|
 TE1322
 TE1322                          SUPERSEDED SURVEY CONTROL
 TE1322
 TE1322  NAD 83(1986)-  48 20 25.39465(N)    099 45 41.99721(W) AD(       ) 3
 TE1322  NAD 27      -  48 20 25.40104(N)    099 45 40.52561(W) AD(       ) 3
 TE1322  NGVD 29 (07/19/86)  504.75   (m)         1656.0    (f) LEVELING    3  
 TE1322
 TE1322.Superseded values are not recommended for survey control.
 TE1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1322.See file dsdata.txt to determine how the superseded data were derived.
 TE1322
 TE1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4355854414(NAD 83)
 TE1322_MARKER: DS = TRIANGULATION STATION DISK
 TE1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1322_SP_SET: MONUMENT
 TE1322_STAMPING: LAKE 2 1976
 TE1322_MARK LOGO: NGS   
 TE1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1322+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 TE1322
 TE1322  HISTORY     - Date     Condition        Report By
 TE1322  HISTORY     - 1976     MONUMENTED       NGS
 TE1322  HISTORY     - 1976     GOOD             NGS
 TE1322  HISTORY     - 1982     GOOD             NGS
 TE1322  HISTORY     - 20010516 GOOD             NDDT
 TE1322
 TE1322                          STATION DESCRIPTION
 TE1322
 TE1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 TE1322'THE STATION IS LOCATED ABOUT 3 MILES WEST OF KNOX, ON THE
 TE1322'RIGHT-OF-WAY ALONG THE NORTH SIDE OF U.S. HIGHWAY 2.
 TE1322'
 TE1322'TO REACH THE STATION FROM THE STANDARD SERVICE STATION ON U.S.
 TE1322'HIGHWAY 2 IN KNOX, GO WEST ON HIGHWAY 2 FOR 2.9 MILES TO A FARMSTEAD
 TE1322'DRIVEWAY AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 TE1322'WEST ON THE HIGHWAY 0.35 MILE TO A FIELD ENTRANCE AND THE
 TE1322'STATION ON THE RIGHT AS DESCRIBED.
 TE1322'
 TE1322'THE STATION MARKS ARE STANDARD DISKS STAMPED LAKE 2 1976.  THE
 TE1322'SURFACE STATION MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 TE1322'FLUSH WITH THE GROUND.  IT IS 88 FEET NORTH OF THE CENTER OF THE
 TE1322'WEST BOUND LANES OF U.S. HIGHWAY 2, 41 FEET WEST OF THE
 TE1322'APPROXIMATE CENTER OF A FIELD ENTRANCE AND THE SECTION LINE, AND
 TE1322'36 FEET EAST-SOUTHEAST OF A POWER POLE.  THE UNDERGROUND
 TE1322'STATION MARK IS SET 3-1/2 FEET BELOW THE SURFACE.
 TE1322'
 TE1322'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LAKE 2 NO 3
 TE1322'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TE1322'2-INCHES.  IT IS 94 FEET NORTH OF THE CENTER OF THE WEST BOUND
 TE1322'LANES, 37 FEET EAST OF THE APPROXIMATE CENTER OF THE FIELD
 TE1322'ENTRANCE, 12 FEET EAST-SOUTHEAST OF A POWER POLE WITH 2-GUYWIRES,
 TE1322'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 TE1322'
 TE1322'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LAKE 2 NO 4
 TE1322'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 TE1322'GROUND.  IT IS 97 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES,
 TE1322'80 FEET WEST OF THE APPROXIMATE CENTER OF THE FIELD ENTRANCE,
 TE1322'5 FEET WEST OF A POWER POLE, AND 1.5 FEET EAST OF A METAL WITNESS
 TE1322'POST.
 TE1322'
 TE1322'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE 2 1976, SET IN
 TE1322'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 TE1322'AT THE SOUTHWEST CORNER OF THE LAWN AT THE FARM HOME OF MR.
 TE1322'LEO SCHAAN, 149 FEET WEST OF THE CENTER OF THE FARM DRIVEWAY, 124
 TE1322'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 93 FEET NORTH
 TE1322'OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 2, AND 3.5
 TE1322'FEET SOUTH OF A POWER POLE.
 TE1322'
 TE1322'NEAREST TOWN--KNOX.
 TE1322
 TE1322                          STATION RECOVERY (1976)
 TE1322
 TE1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 TE1322'3.6 MI W FROM KNOX.
 TE1322'3.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH THE MAIN
 TE1322'STREET AT KNOX, 88 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 TE1322'HIGHWAY 2, 41 FEET WEST OF THE APPROXIMATE CENTER OF A FIELD ENTRANCE
 TE1322'AND SECTION LINE, 36 FEET EAST-SOUTHEAST OF A POWER POLE, AND SET IN
 TE1322'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. THE DISK
 TE1322'WAS REMOVED FROM LAKE 1946 AT THIS TIME.
 TE1322
 TE1322                          STATION RECOVERY (1982)
 TE1322
 TE1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1322'RECOVERED THIS DATE, ALSO, 19.0 KM (11.8 MI) EAST ALONG U.S.
 TE1322'HIGHWAY 2 FROM THE JUNCTION OF STATE ROUTE 3 IN RUGBY.
 TE1322
 TE1322                          STATION RECOVERY (2001)
 TE1322
 TE1322'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2001 (WP)
 TE1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1323 ***********************************************************************
 TE1323  DESIGNATION -  LAKE 2 RM 3
 TE1323  PID         -  TE1323
 TE1323  STATE/COUNTY-  ND/BENSON
 TE1323  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1323
 TE1323                         *CURRENT SURVEY CONTROL
 TE1323  ___________________________________________________________________
 TE1323* NAD 83(1986)-  48 20 23.     (N)    099 45 45.     (W)     SCALED    
 TE1323* NAVD 88     -       505.159  (meters)    1657.34   (feet)  ADJUSTED  
 TE1323  ___________________________________________________________________
 TE1323  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TE1323  DYNAMIC HT  -         505.256 (meters)    1657.66  (feet)  COMP
 TE1323  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TE1323
 TE1323  VERT ORDER  -  FIRST     CLASS II
 TE1323
 TE1323.The horizontal coordinates were scaled from a topographic map and have
 TE1323.an estimated accuracy of +/- 6 seconds.
 TE1323
 TE1323.The orthometric height was determined by differential leveling
 TE1323.and adjusted by the National Geodetic Survey in June 1991..
 TE1323
 TE1323.The geoid height was determined by GEOID03.
 TE1323
 TE1323.The dynamic height is computed by dividing the NAVD 88
 TE1323.geopotential number by the normal gravity value computed on the
 TE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1323.degrees latitude (g = 980.6199 gals.).
 TE1323
 TE1323.The modeled gravity was interpolated from observed gravity values.
 TE1323
 TE1323;                    North         East    Units  Estimated Accuracy
 TE1323;SPC ND N     -   149,220.      654,670.      MT  (+/- 180 meters Scaled)
 TE1323
 TE1323                          SUPERSEDED SURVEY CONTROL
 TE1323
 TE1323.No superseded survey control is available for this station.
 TE1323
 TE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU434543(NAD 83)
 TE1323_MARKER: DR = REFERENCE MARK DISK
 TE1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1323_SP_SET: MONUMENT
 TE1323_STAMPING: LAKE 2 NO 3 1976
 TE1323_MARK LOGO: NGS   
 TE1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1323+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 TE1323
 TE1323  HISTORY     - Date     Condition        Report By
 TE1323  HISTORY     - 1976     MONUMENTED       NGS
 TE1323  HISTORY     - 1982     GOOD             NGS
 TE1323  HISTORY     - 20000912 GOOD             NDHD
 TE1323
 TE1323                          STATION DESCRIPTION
 TE1323
 TE1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1323'3.6 MI W FROM KNOX.
 TE1323'3.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH THE MAIN
 TE1323'STREET AT KNOX, 94 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 TE1323'HIGHWAY 2, 37 FEET EAST OF THE APPROXIMATE CENTER OF A FIELD ENTRANCE,
 TE1323'12 FEET EAST-SOUTHEAST OF A POWER POLE WITH 2-GUY WIRES, 1.5 FEET WEST
 TE1323'OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 TE1323'MONUMENT WHICH PROJECTS 2-INCHES.
 TE1323
 TE1323                          STATION RECOVERY (1982)
 TE1323
 TE1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1323'RECOVERED THIS DATE, ALSO, 19.0 KM (11.8 MI) EAST ALONG U.S.
 TE1323'HIGHWAY 2 FROM THE JUNCTION OF STATE ROUTE 3 IN RUGBY.
 TE1323
 TE1323                          STATION RECOVERY (2000)
 TE1323
 TE1323'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (WP)
 TE1323'STAMPED 'REFERENCE MARK LAKE 2  NO. 3  1976 NGS'
 TE1323' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1324 ***********************************************************************
 TE1324  DESIGNATION -  LAKE 2 RM 4
 TE1324  PID         -  TE1324
 TE1324  STATE/COUNTY-  ND/BENSON
 TE1324  USGS QUAD   -  PLEASANT LAKE (1980)
 TE1324
 TE1324                         *CURRENT SURVEY CONTROL
 TE1324  ___________________________________________________________________
 TE1324* NAD 83(1986)-  48 20 23.     (N)    099 45 45.     (W)     SCALED    
 TE1324* NAVD 88     -       504.741  (meters)    1655.97   (feet)  ADJUSTED  
 TE1324  ___________________________________________________________________
 TE1324  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TE1324  DYNAMIC HT  -         504.838 (meters)    1656.29  (feet)  COMP
 TE1324  MODELED GRAV-     980,786.5   (mgal)                       NAVD 88
 TE1324
 TE1324  VERT ORDER  -  FIRST     CLASS II
 TE1324
 TE1324.The horizontal coordinates were scaled from a topographic map and have
 TE1324.an estimated accuracy of +/- 6 seconds.
 TE1324
 TE1324.The orthometric height was determined by differential leveling
 TE1324.and adjusted by the National Geodetic Survey in June 1991..
 TE1324
 TE1324.The geoid height was determined by GEOID03.
 TE1324
 TE1324.The dynamic height is computed by dividing the NAVD 88
 TE1324.geopotential number by the normal gravity value computed on the
 TE1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1324.degrees latitude (g = 980.6199 gals.).
 TE1324
 TE1324.The modeled gravity was interpolated from observed gravity values.
 TE1324
 TE1324;                    North         East    Units  Estimated Accuracy
 TE1324;SPC ND N     -   149,220.      654,670.      MT  (+/- 180 meters Scaled)
 TE1324
 TE1324                          SUPERSEDED SURVEY CONTROL
 TE1324
 TE1324.No superseded survey control is available for this station.
 TE1324
 TE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU434543(NAD 83)
 TE1324_MARKER: DR = REFERENCE MARK DISK
 TE1324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1324_SP_SET: MONUMENT
 TE1324_STAMPING: LAKE 2 NO 4 1976
 TE1324_MARK LOGO: NGS   
 TE1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1324
 TE1324  HISTORY     - Date     Condition        Report By
 TE1324  HISTORY     - 1976     MONUMENTED       NGS
 TE1324  HISTORY     - 1982     GOOD             NGS
 TE1324
 TE1324                          STATION DESCRIPTION
 TE1324
 TE1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TE1324'3.6 MI W FROM KNOX.
 TE1324'3.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH THE MAIN
 TE1324'STREET AT KNOX, 97 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 TE1324'HIGHWAY 2, 80 FEET WEST OF THE APPROXIMATE CENTER OF THE FIELD
 TE1324'ENTRANCE, 5 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A METAL
 TE1324'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 TE1324'WITH THE GROUND.
 TE1324
 TE1324                          STATION RECOVERY (1982)
 TE1324
 TE1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1324'RECOVERED THIS DATE, ALSO, 19.0 KM (11.8 MI) EAST ALONG U.S.
 TE1324'HIGHWAY 2 FROM THE JUNCTION OF STATE ROUTE 3 IN RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1237 ***********************************************************************
 SN1237  DESIGNATION -  LAKE AZ MK
 SN1237  PID         -  SN1237
 SN1237  STATE/COUNTY-  ND/MCLEAN
 SN1237  USGS QUAD   -  BLUE HILL (1980)
 SN1237
 SN1237                         *CURRENT SURVEY CONTROL
 SN1237  ___________________________________________________________________
 SN1237* NAD 83(1986)-  47 49 52.     (N)    101 40 43.     (W)     SCALED    
 SN1237* NAVD 88     -       657.341  (meters)    2156.63   (feet)  ADJUSTED  
 SN1237  ___________________________________________________________________
 SN1237  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1237  DYNAMIC HT  -         657.417 (meters)    2156.88  (feet)  COMP
 SN1237  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 SN1237
 SN1237  VERT ORDER  -  SECOND    CLASS 0
 SN1237
 SN1237.The horizontal coordinates were scaled from a topographic map and have
 SN1237.an estimated accuracy of +/- 6 seconds.
 SN1237
 SN1237.The orthometric height was determined by differential leveling
 SN1237.and adjusted by the National Geodetic Survey in June 1991..
 SN1237
 SN1237.The geoid height was determined by GEOID03.
 SN1237
 SN1237.The dynamic height is computed by dividing the NAVD 88
 SN1237.geopotential number by the normal gravity value computed on the
 SN1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1237.degrees latitude (g = 980.6199 gals.).
 SN1237
 SN1237.The modeled gravity was interpolated from observed gravity values.
 SN1237
 SN1237;                    North         East    Units  Estimated Accuracy
 SN1237;SPC ND N     -    93,080.      511,770.      MT  (+/- 180 meters Scaled)
 SN1237
 SN1237                          SUPERSEDED SURVEY CONTROL
 SN1237
 SN1237  NGVD 29 (??/??/92)  656.927  (m)         2155.27   (f) ADJ UNCH    2 0
 SN1237
 SN1237.Superseded values are not recommended for survey control.
 SN1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1237.See file dsdata.txt to determine how the superseded data were derived.
 SN1237
 SN1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU995010(NAD 83)
 SN1237_MARKER: DZ = AZIMUTH MARK DISK
 SN1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1237_STAMPING: LAKE 1962
 SN1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1237+STABILITY: SURFACE MOTION
 SN1237
 SN1237  HISTORY     - Date     Condition        Report By
 SN1237  HISTORY     - 1962     MONUMENTED       CGS
 SN1237  HISTORY     - 1963     GOOD             NGS
 SN1237
 SN1237                          STATION DESCRIPTION
 SN1237
 SN1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1237'6.1 MI S FROM RYDER.
 SN1237'ABOUT 0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1237'AT RYDER, THENCE 5.9 MILES SOUTH ALONG STATE HIGHWAY 28, 0.1 MILE
 SN1237'SOUTH OF A ROAD INTERSECTION, 100 FEET EAST OF THE CENTERLINE OF THE
 SN1237'HIGHWAY, 6 FEET SOUTH OF POWER POLE NO. 14, 3.0 FEET SOUTH OF A METAL
 SN1237'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SN1237'CONCRETE POST PROJECTING 0.5 FOOT, S 10, R 86 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1240 ***********************************************************************
 SN1240  DESIGNATION -  LAKE RM 1
 SN1240  PID         -  SN1240
 SN1240  STATE/COUNTY-  ND/MCLEAN
 SN1240  USGS QUAD   -  BLUE HILL (1980)
 SN1240
 SN1240                         *CURRENT SURVEY CONTROL
 SN1240  ___________________________________________________________________
 SN1240* NAD 83(1986)-  47 49 20.     (N)    101 40 46.     (W)     SCALED    
 SN1240* NAVD 88     -       659.663  (meters)    2164.24   (feet)  ADJUSTED  
 SN1240  ___________________________________________________________________
 SN1240  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1240  DYNAMIC HT  -         659.738 (meters)    2164.49  (feet)  COMP
 SN1240  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SN1240
 SN1240  VERT ORDER  -  SECOND    CLASS 0
 SN1240
 SN1240.The horizontal coordinates were scaled from a topographic map and have
 SN1240.an estimated accuracy of +/- 6 seconds.
 SN1240
 SN1240.The orthometric height was determined by differential leveling
 SN1240.and adjusted by the National Geodetic Survey in June 1991..
 SN1240
 SN1240.The geoid height was determined by GEOID03.
 SN1240
 SN1240.The dynamic height is computed by dividing the NAVD 88
 SN1240.geopotential number by the normal gravity value computed on the
 SN1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1240.degrees latitude (g = 980.6199 gals.).
 SN1240
 SN1240.The modeled gravity was interpolated from observed gravity values.
 SN1240
 SN1240;                    North         East    Units  Estimated Accuracy
 SN1240;SPC ND N     -    92,090.      511,690.      MT  (+/- 180 meters Scaled)
 SN1240
 SN1240                          SUPERSEDED SURVEY CONTROL
 SN1240
 SN1240  NGVD 29 (??/??/92)  659.247  (m)         2162.88   (f) ADJ UNCH    2 0
 SN1240
 SN1240.Superseded values are not recommended for survey control.
 SN1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1240.See file dsdata.txt to determine how the superseded data were derived.
 SN1240
 SN1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU994000(NAD 83)
 SN1240_MARKER: DR = REFERENCE MARK DISK
 SN1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1240_STAMPING: LAKE NO 1 1962
 SN1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1240+STABILITY: SURFACE MOTION
 SN1240
 SN1240  HISTORY     - Date     Condition        Report By
 SN1240  HISTORY     - 1962     MONUMENTED       CGS
 SN1240  HISTORY     - 1963     GOOD             NGS
 SN1240
 SN1240                          STATION DESCRIPTION
 SN1240
 SN1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1240'6.8 MI S FROM RYDER.
 SN1240'ABOUT 0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1240'AT RYDER, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 28, 100 FEET WEST
 SN1240'OF THE CENTERLINE OF THE HIGHWAY, 38.6 FEET SOUTHEAST OF R.M. 2, 25.0
 SN1240'FEET SOUTH OF THE STATION MARK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 SN1240'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S
 SN1240'9, R 86 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1238 ***********************************************************************
 SN1238  DESIGNATION -  LAKE RM 2
 SN1238  PID         -  SN1238
 SN1238  STATE/COUNTY-  ND/MCLEAN
 SN1238  USGS QUAD   -  BLUE HILL (1980)
 SN1238
 SN1238                         *CURRENT SURVEY CONTROL
 SN1238  ___________________________________________________________________
 SN1238* NAD 83(1986)-  47 49 20.     (N)    101 40 46.     (W)     SCALED    
 SN1238* NAVD 88     -       659.668  (meters)    2164.26   (feet)  ADJUSTED  
 SN1238  ___________________________________________________________________
 SN1238  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1238  DYNAMIC HT  -         659.743 (meters)    2164.51  (feet)  COMP
 SN1238  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SN1238
 SN1238  VERT ORDER  -  SECOND    CLASS 0
 SN1238
 SN1238.The horizontal coordinates were scaled from a topographic map and have
 SN1238.an estimated accuracy of +/- 6 seconds.
 SN1238
 SN1238.The orthometric height was determined by differential leveling
 SN1238.and adjusted by the National Geodetic Survey in June 1991..
 SN1238
 SN1238.The geoid height was determined by GEOID03.
 SN1238
 SN1238.The dynamic height is computed by dividing the NAVD 88
 SN1238.geopotential number by the normal gravity value computed on the
 SN1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1238.degrees latitude (g = 980.6199 gals.).
 SN1238
 SN1238.The modeled gravity was interpolated from observed gravity values.
 SN1238
 SN1238;                    North         East    Units  Estimated Accuracy
 SN1238;SPC ND N     -    92,090.      511,690.      MT  (+/- 180 meters Scaled)
 SN1238
 SN1238                          SUPERSEDED SURVEY CONTROL
 SN1238
 SN1238  NGVD 29 (??/??/92)  659.253  (m)         2162.90   (f) ADJ UNCH    2 0
 SN1238
 SN1238.Superseded values are not recommended for survey control.
 SN1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1238.See file dsdata.txt to determine how the superseded data were derived.
 SN1238
 SN1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU994000(NAD 83)
 SN1238_MARKER: DR = REFERENCE MARK DISK
 SN1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1238_STAMPING: LAKE NO 2 1962
 SN1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1238+STABILITY: SURFACE MOTION
 SN1238
 SN1238  HISTORY     - Date     Condition        Report By
 SN1238  HISTORY     - 1962     MONUMENTED       CGS
 SN1238  HISTORY     - 1963     GOOD             NGS
 SN1238
 SN1238                          STATION DESCRIPTION
 SN1238
 SN1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SN1238'6.8 MI S FROM RYDER.
 SN1238'ABOUT 0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1238'AT RYDER, THENCE 6.6 MILES SOUTH ALONG STATE HIGHWAY 28, 125 FEET WEST
 SN1238'OF THE CENTERLINE OF THE HIGHWAY, 38.6 FEET NORTHWEST OF R.M. 1, 25.0
 SN1238'FEET WEST OF THE STATION MARK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 SN1238'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT, S
 SN1238'9, R 86 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1757 ***********************************************************************
 TE1757  DESIGNATION -  LAKOTA BELL TEL MICROWAVE MAST
 TE1757  PID         -  TE1757
 TE1757  STATE/COUNTY-  ND/NELSON
 TE1757  USGS QUAD   -  LAKOTA (1983)
 TE1757
 TE1757                         *CURRENT SURVEY CONTROL
 TE1757  ___________________________________________________________________
 TE1757* NAD 83(1996)-  48 02 15.07213(N)    098 22 30.05672(W)     ADJUSTED  
 TE1757* NAVD 88     -                                                        
 TE1757  ___________________________________________________________________
 TE1757  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 TE1757  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE1757
 TE1757  HORZ ORDER  -  THIRD
 TE1757
 TE1757.The horizontal coordinates were established by classical geodetic methods
 TE1757.and adjusted by the National Geodetic Survey in January 1998..
 TE1757
 TE1757
 TE1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1757
 TE1757.The geoid height was determined by GEOID03.
 TE1757
 TE1757;                    North         East     Units Scale Factor Converg.
 TE1757;SPC ND N     -   117,538.588   758,432.455   MT  0.99993618   +1 34 52.6
 TE1757;SPC ND N     -   385,625.29  2,488,295.46   iFT  0.99993618   +1 34 52.6
 TE1757;UTM  14      - 5,320,659.372   546,587.103   MT  0.99962667   +0 27 53.0
 TE1757
 TE1757                          SUPERSEDED SURVEY CONTROL
 TE1757
 TE1757  NAD 83(1986)-  48 02 15.07044(N)    098 22 30.05554(W) AD(       ) 4
 TE1757  NAD 27      -  48 02 15.05567(N)    098 22 28.66866(W) AD(       ) 3
 TE1757
 TE1757.Superseded values are not recommended for survey control.
 TE1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1757.See file dsdata.txt to determine how the superseded data were derived.
 TE1757
 TE1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU4658720659(NAD 83)
 TE1757_MARKER: 44 = MICROWAVE MAST
 TE1757
 TE1757  HISTORY     - Date     Condition        Report By
 TE1757  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1757
 TE1757                          STATION DESCRIPTION
 TE1757
 TE1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1757'THE STATION IS THE CENTER OF THE TOP OF A BELL TELEPHONE COMPANY
 TE1757'MICROWAVE MAST, THAT HAS AN OVERALL HEIGHT OF 140 FEET.  IT IS
 TE1757'1-1/2 MILES WEST OF LAKOTA AND 0.1 MILE NORTH OF U.S. HIGHWAY
 TE1757'2, ON TOP OF A BARE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1758 ***********************************************************************
 TE1758  DESIGNATION -  LAKOTA MUNICIPAL TANK
 TE1758  PID         -  TE1758
 TE1758  STATE/COUNTY-  ND/NELSON
 TE1758  USGS QUAD   -  LAKOTA (1983)
 TE1758
 TE1758                         *CURRENT SURVEY CONTROL
 TE1758  ___________________________________________________________________
 TE1758* NAD 83(1996)-  48 02 30.06472(N)    098 20 35.89755(W)     ADJUSTED  
 TE1758* NAVD 88     -                                                        
 TE1758  ___________________________________________________________________
 TE1758  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 TE1758  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE1758
 TE1758  HORZ ORDER  -  THIRD
 TE1758
 TE1758.The horizontal coordinates were established by classical geodetic methods
 TE1758.and adjusted by the National Geodetic Survey in January 1998..
 TE1758
 TE1758
 TE1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1758
 TE1758.The geoid height was determined by GEOID03.
 TE1758
 TE1758;                    North         East     Units Scale Factor Converg.
 TE1758;SPC ND N     -   118,067.181   760,783.142   MT  0.99993612   +1 36 17.5
 TE1758;SPC ND N     -   387,359.52  2,496,007.68   iFT  0.99993612   +1 36 17.5
 TE1758;UTM  14      - 5,321,141.911   548,946.916   MT  0.99962944   +0 29 18.1
 TE1758
 TE1758                          SUPERSEDED SURVEY CONTROL
 TE1758
 TE1758  NAD 83(1986)-  48 02 30.06297(N)    098 20 35.89631(W) AD(       ) 4
 TE1758  NAD 27      -  48 02 30.04872(N)    098 20 34.51020(W) AD(       ) 3
 TE1758
 TE1758.Superseded values are not recommended for survey control.
 TE1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1758.See file dsdata.txt to determine how the superseded data were derived.
 TE1758
 TE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU4894721142(NAD 83)
 TE1758_MARKER: 53 = ELEVATED TANK
 TE1758
 TE1758  HISTORY     - Date     Condition        Report By
 TE1758  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1758
 TE1758                          STATION DESCRIPTION
 TE1758
 TE1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1758'THE STATION IS THE CENTER OF THE TOP OF THE LAKOTA MUNICIPAL
 TE1758'WATER TANK, THAT HAS AN OVERALL HEIGHT OF 160 FEET.  IT IS 150
 TE1758'FEET EAST OF 19TH STREET AND 120 FEET NORTH OF E B AVENUE, NEAR
 TE1758'THE CENTER OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0840 ***********************************************************************
 RR0840  DESIGNATION -  LANE
 RR0840  PID         -  RR0840
 RR0840  STATE/COUNTY-  ND/BURLEIGH
 RR0840  USGS QUAD   -  HUFF NE (1971)
 RR0840
 RR0840                         *CURRENT SURVEY CONTROL
 RR0840  ___________________________________________________________________
 RR0840* NAD 83(1996)-  46 39 48.32485(N)    100 35 22.14763(W)     ADJUSTED  
 RR0840* NAVD 88     -       572.     (meters)    1877.     (feet)  SCALED    
 RR0840  ___________________________________________________________________
 RR0840  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 RR0840  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0840
 RR0840  HORZ ORDER  -  THIRD
 RR0840
 RR0840.The horizontal coordinates were established by classical geodetic methods
 RR0840.and adjusted by the National Geodetic Survey in January 1998..
 RR0840
 RR0840.The orthometric height was scaled from a topographic map.
 RR0840
 RR0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0840
 RR0840.The geoid height was determined by GEOID03.
 RR0840
 RR0840;                    North         East     Units Scale Factor Converg.
 RR0840;SPC ND S     -   110,799.737   593,151.884   MT  0.99994030   -0 03 55.0
 RR0840;SPC ND S     -   363,516.20  1,946,036.36   iFT  0.99994030   -0 03 55.0
 RR0840;UTM  14      - 5,168,989.619   378,402.581   MT  0.99978174   -1 09 22.4
 RR0840
 RR0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0840!SPC ND S     -   0.99991366  x   0.99994030  =   0.99985397
 RR0840!UTM  14      -   0.99991366  x   0.99978174  =   0.99969542
 RR0840
 RR0840|---------------------------------------------------------------------|
 RR0840| PID    Reference Object                     Distance      Geod. Az  |
 RR0840|                                                           dddmmss.s |
 RR0840| CO5816 LANE RM 1                            22.366 METERS 02555     |
 RR0840| CO5815 LANE AZ MK                                         1180425.8 |
 RR0840| RR0843 ABERDEEN MINOT AMBER 4 BCN 47       APPROX. 8.2 KM 1254006.1 |
 RR0840| CO5817 LANE RM 2                            27.548 METERS 21203     |
 RR0840|---------------------------------------------------------------------|
 RR0840
 RR0840                          SUPERSEDED SURVEY CONTROL
 RR0840
 RR0840  NAD 83(1986)-  46 39 48.31641(N)    100 35 22.13292(W) AD(       ) 3
 RR0840  NAD 27      -  46 39 48.34000(N)    100 35 20.69800(W) AD(       ) 3
 RR0840
 RR0840.Superseded values are not recommended for survey control.
 RR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0840.See file dsdata.txt to determine how the superseded data were derived.
 RR0840
 RR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7840368990(NAD 83)
 RR0840_MARKER: DS = TRIANGULATION STATION DISK
 RR0840_SETTING: 80 = SET IN A BOULDER
 RR0840_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RR0840
 RR0840  HISTORY     - Date     Condition        Report By
 RR0840  HISTORY     - 1948     MONUMENTED       CGS
 RR0840  HISTORY     - 1957     GOOD             CGS
 RR0840
 RR0840                          STATION DESCRIPTION
 RR0840
 RR0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0840'STATION IS LOCATED ON PROPERTY OF MR. S. ERVINS, 13.5 MILES
 RR0840'SOUTHEAST OF BISMARCK, ABOUT 2.75 MILES EAST OF THE MISSOURI
 RR0840'RIVER, 2 MILES NORTH AND 2.25 MILES WEST OF THE GLENCO CHURCH,
 RR0840'180 FEET SOUTH OF A LANE, 8 FEET NORTHWEST OF A WITNESS POST.
 RR0840'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED LANE 1948.
 RR0840'
 RR0840'REFERENCE MARK NO. 1 IS 73.38 FEET NORTH-NORTHEAST OF STATION
 RR0840'AND 115 FEET SOUTH OF A LANE.  THE MARK PROJECTS 4 INCHES,
 RR0840'AND THE DISK IS STAMPED LANE NO 1 1948.
 RR0840'
 RR0840'REFERENCE MARK NO. 2 IS 90.38 FEET SOUTH-SOUTHWEST OF STATION
 RR0840'AND 6 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 RR0840'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LANE NO 2 1948.
 RR0840'
 RR0840'AZIMUTH MARK IS 0.25 MILE EAST-SOUTHEAST OF STATION, 75 FEET
 RR0840'WEST OF LANE, AND 4 FEET SOUTHWEST OF A WITNESS POST.  THE
 RR0840'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED LANE 1948.
 RR0840'
 RR0840'TO REACH FROM THE POST OFFICE IN BISMARCK, GO SOUTH 1 BLOCK,
 RR0840'TURN LEFT ON U.S. HIGHWAY 10 AND GO 7.0 MILES TO A GRAVELED
 RR0840'ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD AND GO 7.0 MILES
 RR0840'TO A T-INTERSECTION, TURN LEFT HERE AND GO 3.0 MILES TO A SIDE
 RR0840'ROAD RIGHT, TURN RIGHT AND GO 2.1 MILES TO A LANE RIGHT,
 RR0840'TURN RIGHT INTO LANE AND GO 0.2 MILE TO TOP OF RIDGE, AND
 RR0840'STATION IS 180 FEET SOUTH IN A PASTURE.
 RR0840'
 RR0840'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST
 RR0840'ACROSS PASTURE FOR 0.25 MILE TO A ROCKY KNOLL AND AZIMUTH MARK.
 RR0840'
 RR0840'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0840
 RR0840                          STATION RECOVERY (1957)
 RR0840
 RR0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0840'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0840'CONDITION.  THE MILEAGE FROM BISMARCK TO THE STATION WAS
 RR0840'NOT CHECKED BUT THE DESCRIPTION FOLLOWS OLD U.S. HIGHWAY 10
 RR0840'TO THE EAST OF BISMARCK.  THE OLD HIGHWAY PASSES TO THE SOUTH
 RR0840'OF THE STATE PENITENTIARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1734 ***********************************************************************
 TE1734  DESIGNATION -  LANGDON
 TE1734  PID         -  TE1734
 TE1734  STATE/COUNTY-  ND/CAVALIER
 TE1734  USGS QUAD   -  LANGDON EAST (1983)
 TE1734
 TE1734                         *CURRENT SURVEY CONTROL
 TE1734  ___________________________________________________________________
 TE1734* NAD 83(1996)-  48 47 04.92429(N)    098 21 14.51199(W)     ADJUSTED  
 TE1734* NAVD 88     -       509.9    (meters)    1673.     (feet)  VERTCON   
 TE1734  ___________________________________________________________________
 TE1734  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 TE1734  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 TE1734
 TE1734  HORZ ORDER  -  SECOND
 TE1734
 TE1734.The horizontal coordinates were established by classical geodetic methods
 TE1734.and adjusted by the National Geodetic Survey in January 1998..
 TE1734
 TE1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1734
 TE1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1734
 TE1734.The geoid height was determined by GEOID03.
 TE1734
 TE1734;                    North         East     Units Scale Factor Converg.
 TE1734;SPC ND N     -   200,631.604   757,681.334   MT  1.00001059   +1 35 48.8
 TE1734;SPC ND N     -   658,240.17  2,485,831.15   iFT  1.00001059   +1 35 48.8
 TE1734;UTM  14      - 5,403,723.702   547,450.975   MT  0.99962766   +0 29 09.4
 TE1734
 TE1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1734!SPC ND N     -   0.99992394  x   1.00001059  =   0.99993453
 TE1734!UTM  14      -   0.99992394  x   0.99962766  =   0.99955163
 TE1734
 TE1734|---------------------------------------------------------------------|
 TE1734| PID    Reference Object                     Distance      Geod. Az  |
 TE1734|                                                           dddmmss.s |
 TE1734| CO7074 LANGDON RM 1                         16.767 METERS 00435     |
 TE1734| CO7075 LANGDON RM 2                         17.813 METERS 17924     |
 TE1734| TE1735 CROCKETT                            APPROX. 7.2 KM 3490655.8 |
 TE1734|---------------------------------------------------------------------|
 TE1734
 TE1734                          SUPERSEDED SURVEY CONTROL
 TE1734
 TE1734  NAD 83(1986)-  48 47 04.91795(N)    098 21 14.50231(W) AD(       ) 2
 TE1734  NAD 27      -  48 47 04.91642(N)    098 21 13.07991(W) AD(       ) 2
 TE1734  NGVD 29 (07/19/86)  509.5    (m)         1672.     (f) VERT ANG       
 TE1734
 TE1734.Superseded values are not recommended for survey control.
 TE1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1734.See file dsdata.txt to determine how the superseded data were derived.
 TE1734
 TE1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4745103724(NAD 83)
 TE1734_MARKER: DD = SURVEY DISK
 TE1734_SETTING: 0 = UNSPECIFIED SETTING
 TE1734
 TE1734  HISTORY     - Date     Condition        Report By
 TE1734  HISTORY     - 1969     MONUMENTED       USGS
 TE1734
 TE1734                          STATION DESCRIPTION
 TE1734
 TE1734'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1734'THE STATION IS ABOUT 2.0 MI NNE. OF LANGDON, ABOUT 500 FT S. OF
 TE1734'CENTER OF N. HALF SEC. 12, T. 161 N., R. 60 W., ON HIGHEST RIDGE IN
 TE1734'VICINITY.
 TE1734'
 TE1734'TO REACH FROM THE INTERSECTION OF ST. HWY. 1 AND ST. HWY. 5 AT THE
 TE1734'NE. EDGE OF LANGDON, GO N. ON ST. HWY. 1 FOR 2.0 MI, TURN RIGHT AND
 TE1734'GO E. FOR 0.55 MI TO A T-RD. S. LEADING TO THE LANGDON COUNTRY
 TE1734'CLUB, TURN RIGHT AND FOLLOW RD. GENERALLY S. FOR 0.4 MI TO TOP OF
 TE1734'RIDGE AND THE STATION, ABOUT 400 FT SE. OF LANGDON COUNTRY CLUB
 TE1734'BUILDING.
 TE1734'
 TE1734'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1734'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL
 TE1734'TO WITHIN 1 IN. OF CAP, STAMPED ET LANGDON 1969 IS 138 FT S. AND
 TE1734'15 FT E. OF SW. COR. OF A GREEN METAL CONCESSION BUILDING.  ABOUT
 TE1734'2 FT W. OF THE GOLF COURSE BOUNDARY LINE, 4 FT W. OF USGS
 TE1734'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 TE1734'
 TE1734'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1734'COATED RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1734'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED LANGDON NO 1 1969 IS N. OF
 TE1734'THE STATION, 84 FT S. AND 24 FT E. OF SW. COR. OF A GREEN METAL
 TE1734'CONCESSION BUILDING, ABOUT 3 FT E. OF THE GOLF COURSE BOUNDARY
 TE1734'LINE.  THE MARK IS FLUSH WITH THE GROUND.
 TE1734'
 TE1734'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1734'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH
 TE1734'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED LANGDON NO 2 1969 IS S. OF
 TE1734'THE STATION 196 FT S. AND 19 FT E. OF SW. COR. OF GREEN METAL
 TE1734'CONCESSION BUILDING, ABOUT 2 FT W. OF GOLF COURSE BOUNDARY LINE.
 TE1734'THE MARK IS FLUSH WITH THE GROUND.
 TE1734'
 TE1734'NO AZIMUTH MARK SET.
 TE1734'
 TE1734'REFERENCE AZIMUTH USED - ST. ALPHONSUS CATHOLIC CHURCH RECTORY
 TE1734'CROSS.  POINT OBSERVED, CROSS ON ST. ALPHONSUS CATHOLIC CHURCH
 TE1734'RECTORY LOCATED IN LANGDON AT 1010 THIRD STREET, CONSTRUCTED OF RED
 TE1734'BRICK WITH WHITE TRIM.  THE SPIRE AND CROSS IS ON THE SE. COR. OF THE
 TE1734'BUILDING, T. 161 N., R. 60 W., IN THE SE. QUARTER OF SEC. 14.
 TE1734'
 TE1734'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1221 ***********************************************************************
 TD1221  DESIGNATION -  LANKIN FARMERS UNION ELEVR
 TD1221  PID         -  TD1221
 TD1221  STATE/COUNTY-  ND/WALSH
 TD1221  USGS QUAD   -  LANKIN (1972)
 TD1221
 TD1221                         *CURRENT SURVEY CONTROL
 TD1221  ___________________________________________________________________
 TD1221* NAD 83(1996)-  48 18 40.65533(N)    097 55 25.28522(W)     ADJUSTED  
 TD1221* NAVD 88     -                                                        
 TD1221  ___________________________________________________________________
 TD1221  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 TD1221  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 TD1221
 TD1221  HORZ ORDER  -  THIRD
 TD1221
 TD1221.The horizontal coordinates were established by classical geodetic methods
 TD1221.and adjusted by the National Geodetic Survey in January 1998..
 TD1221
 TD1221
 TD1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1221
 TD1221.The geoid height was determined by GEOID03.
 TD1221
 TD1221;                    North         East     Units Scale Factor Converg.
 TD1221;SPC ND N     -   148,988.773   791,052.136   MT  0.99994365   +1 55 01.6
 TD1221;SPC ND N     -   488,808.31  2,595,315.41   iFT  0.99994365   +1 55 01.6
 TD1221;UTM  14      - 5,351,459.884   579,803.129   MT  0.99967825   +0 48 13.7
 TD1221
 TD1221                          SUPERSEDED SURVEY CONTROL
 TD1221
 TD1221  NAD 83(1986)-  48 18 40.65312(N)    097 55 25.28292(W) AD(       ) 4
 TD1221  NAD 27      -  48 18 40.67109(N)    097 55 23.94833(W) AD(       ) 3
 TD1221
 TD1221.Superseded values are not recommended for survey control.
 TD1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1221.See file dsdata.txt to determine how the superseded data were derived.
 TD1221
 TD1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7980351460(NAD 83)
 TD1221_MARKER: 65 = GRAIN ELEVATOR
 TD1221
 TD1221  HISTORY     - Date     Condition        Report By
 TD1221  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1221
 TD1221                          STATION DESCRIPTION
 TD1221
 TD1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1221'THE STATION IS THE CENTER OF THE TOP OF THE HEADHOUSE OF THE
 TD1221'LANKIN FARMERS UNION ELEVATOR, THAT HAS AN OVERALL HEIGHT OF
 TD1221'135 FEET.  IT IS 0.1 MILE NORTH OF COUNTY ROAD 15, IN THE
 TD1221'SOUTH EDGE OF LANKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1220 ***********************************************************************
 TD1220  DESIGNATION -  LANKIN POLAR TEL RAD KAH 671
 TD1220  PID         -  TD1220
 TD1220  STATE/COUNTY-  ND/WALSH
 TD1220  USGS QUAD   -  LANKIN (1972)
 TD1220
 TD1220                         *CURRENT SURVEY CONTROL
 TD1220  ___________________________________________________________________
 TD1220* NAD 83(1996)-  48 19 21.22508(N)    097 58 26.17142(W)     ADJUSTED  
 TD1220* NAVD 88     -                                                        
 TD1220  ___________________________________________________________________
 TD1220  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 TD1220  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 TD1220
 TD1220  HORZ ORDER  -  THIRD
 TD1220
 TD1220.The horizontal coordinates were established by classical geodetic methods
 TD1220.and adjusted by the National Geodetic Survey in January 1998..
 TD1220
 TD1220
 TD1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1220
 TD1220.The geoid height was determined by GEOID03.
 TD1220
 TD1220;                    North         East     Units Scale Factor Converg.
 TD1220;SPC ND N     -   150,117.683   787,286.265   MT  0.99994445   +1 52 47.0
 TD1220;SPC ND N     -   492,512.08  2,582,960.19   iFT  0.99994445   +1 52 47.0
 TD1220;UTM  14      - 5,352,661.427   576,060.912   MT  0.99967108   +0 45 59.1
 TD1220
 TD1220                          SUPERSEDED SURVEY CONTROL
 TD1220
 TD1220  NAD 83(1986)-  48 19 21.22300(N)    097 58 26.16907(W) AD(       ) 4
 TD1220  NAD 27      -  48 19 21.23917(N)    097 58 24.82765(W) AD(       ) 3
 TD1220
 TD1220.Superseded values are not recommended for survey control.
 TD1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1220.See file dsdata.txt to determine how the superseded data were derived.
 TD1220
 TD1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7606152661(NAD 83)
 TD1220_MARKER: 42 = RADIO/TV MAST
 TD1220
 TD1220  HISTORY     - Date     Condition        Report By
 TD1220  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1220
 TD1220                          STATION DESCRIPTION
 TD1220
 TD1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1220'THE STATION IS THE CENTER OF THE TOP OF THE POLAR TELEPHONE
 TD1220'COMPANY RADIO MAST, THAT HAS AN OVERALL HEIGHT OF 275 FEET.
 TD1220'IT IS 2-1/2 MILES NORTHWEST OF LANKIN AND 1 MILE NORTH OF
 TD1220'COUNTY ROAD 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0882 ***********************************************************************
 RP0882  DESIGNATION -  LANONA RESET
 RP0882  PID         -  RP0882
 RP0882  STATE/COUNTY-  ND/BARNES
 RP0882  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0882
 RP0882                         *CURRENT SURVEY CONTROL
 RP0882  ___________________________________________________________________
 RP0882* NAD 83(1996)-  46 53 53.49191(N)    097 53 31.26471(W)     ADJUSTED  
 RP0882* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 RP0882  ___________________________________________________________________
 RP0882  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RP0882  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 RP0882
 RP0882  HORZ ORDER  -  FIRST
 RP0882
 RP0882.The horizontal coordinates were established by classical geodetic methods
 RP0882.and adjusted by the National Geodetic Survey in January 1998..
 RP0882
 RP0882.The orthometric height was scaled from a topographic map.
 RP0882
 RP0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0882
 RP0882.The geoid height was determined by GEOID03.
 RP0882
 RP0882;                    North         East     Units Scale Factor Converg.
 RP0882;SPC ND S     -   140,190.999   798,680.005   MT  0.99993646   +1 54 08.0
 RP0882;SPC ND S     -   459,944.22  2,620,341.22   iFT  0.99993646   +1 54 08.0
 RP0882;UTM  14      - 5,194,446.516   584,394.502   MT  0.99968754   +0 48 32.5
 RP0882
 RP0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0882!SPC ND S     -   0.99993148  x   0.99993646  =   0.99986794
 RP0882!UTM  14      -   0.99993148  x   0.99968754  =   0.99961904
 RP0882
 RP0882|---------------------------------------------------------------------|
 RP0882| PID    Reference Object                     Distance      Geod. Az  |
 RP0882|                                                           dddmmss.s |
 RP0882| AJ5140 LANONA RM 1                          38.706 METERS 04501     |
 RP0882| AJ5139 LANONA RM 2                          24.910 METERS 17949     |
 RP0882| AJ5138 LANONA AZ MK                                       3581942.0 |
 RP0882|---------------------------------------------------------------------|
 RP0882
 RP0882                          SUPERSEDED SURVEY CONTROL
 RP0882
 RP0882  NAD 83(1986)-  46 53 53.49540(N)    097 53 31.25330(W) AD(       ) 1
 RP0882  NAD 27      -  46 53 53.58500(N)    097 53 29.89000(W) AD(       ) 1
 RP0882
 RP0882.Superseded values are not recommended for survey control.
 RP0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0882.See file dsdata.txt to determine how the superseded data were derived.
 RP0882
 RP0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8439594447(NAD 83)
 RP0882_MARKER: DS = TRIANGULATION STATION DISK
 RP0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0882_STAMPING: LANONA 1954 1983
 RP0882_MARK LOGO: NGS   
 RP0882_PROJECTION: RECESSED 30 CENTIMETERS
 RP0882_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0882+STABILITY: SURFACE MOTION
 RP0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0882+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2003
 RP0882
 RP0882  HISTORY     - Date     Condition        Report By
 RP0882  HISTORY     - 1983     MONUMENTED       NGS
 RP0882  HISTORY     - 20030114 GOOD             NDHD
 RP0882
 RP0882                          STATION DESCRIPTION
 RP0882
 RP0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 RP0882'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 RP0882'WERE RECOVERED IN GOOD CONDITION.  THE SURACE STATON MARK HAD BEEN
 RP0882'DESTROYED AND REFERENCE MARK 2 HAD BEEN HIT AND MOVED SOUTHERLY, BUT
 RP0882'WAS STILL VERY STABLE.  THE DIRECTIONS TO BOTH REFERENCE MARKS CHECKED
 RP0882'FAVORABLY, AS DID THE DISTANCE TO REFERENCE MARK 1.  A LONGER DISTANCE
 RP0882'OF 0.021 M (0.069 FT) WAS RECORDED TO REFERENCE MARK 2.  THE ROUTE TO
 RP0882'THE STATION HAS CHANGED AND NEW DESCRIPTIVE TEXT FOLLOWS.
 RP0882' 
 RP0882'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) EAST-SOUTHEAST OF VALLEY
 RP0882'CITY, 8 KM (4.95 MI) WEST-SOUTHWEST OF ORISKA AND 2.5 KM (1.55 MI)
 RP0882'SOUTH OF INTERSTATE HIGHWAY 94, ALONG THE EAST SIDE OF A SECTION-LINE
 RP0882'ROAD.  TO REACH THE STATION FROM EXIT 70 AND INTERSTATE HIGHWAY 94, AT
 RP0882'THE SOUTHEAST EDGE OF VALLEY CITY, GO EAST ON INTERSTATE 94 FOR 4 KM
 RP0882'(2.50 MI) TO EXIT 71.  EXIT INTERSTATE AND GO SOUTH ON ASPHALT ROAD
 RP0882'FOR 1.6 KM (1.00 MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST
 RP0882'ON GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A GRAVELED CROSSROAD AND
 RP0882'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO SOUTH ON SECTION-LINE
 RP0882'ROAD FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT.
 RP0882' 
 RP0882'THE STATION IS A STANDARD NGS DISK STAMPED--LANONA 1954 1983--, SET
 RP0882'INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES (35 CM) IN
 RP0882'DIAMETER, RECESSED 12 INCHES (30 CM) ABOVE THE GROUND.  A STEEL
 RP0882'RAILROAD SPIKE WAS PLACED ALONG THE NORTH EDGE OF THE CONCRETE
 RP0882'MONUMENT.  LOCATED 27.4 METERS (89.9 FT) SOUTH FROM CENTER OF GRASS
 RP0882'STRIP BETWEEN FIELDS.  10.0 METERS (32.8 FT) EST FROM THE CENTER OF A
 RP0882'TRACK ROAD.  3.8 METERS (12.5 FT) EAST FROM A WITNESS POST.  THE
 RP0882'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--LANONA 1954--, SET
 RP0882'INTO AN IRREGULAR MASS OF CONCRETE 3.3 FEET (1.0 M) BELOW THE SURFACE.
 RP0882'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--LANONA NO 1
 RP0882'1954--,SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES  (20
 RP0882'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED IN THE CENTER OF A GRASS
 RP0882'STRIP, BETWEEN TWO CULTIVATED FIELDS.  L0CATED 38.1 METERS (125.0 FT)
 RP0882'EAST FROM THE CENTER OF THE TRACK ROAD.  1.2 METER (3.9 FT) NORTH FROM
 RP0882'THE SOUTH EDGE OF THE GRASS STRIP.  1.2 METER (3.9 FT) SOUTH FROM THE
 RP0882'NORTH EDGE OF THE GRASS STRIP.  0.3 METER (1.0 FT) WEST FROM A WITNESS
 RP0882'POST AND  LOWER THAN THE STATION.
 RP0882' 
 RP0882'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--LANONA NO 2
 RP0882'1954--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES
 RP0882'(20 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 52.4 METERS
 RP0882'(171.9 FT) SOUTH FROM CENTER OF GRASS STRIP.  10.0 METERS (32.8 FT)
 RP0882'EAST FROM CENTER OF TRACK ROAD.  0.3 METER (1.0 FT) WEST FROM A
 RP0882'WITNESS POST AND 0.3 METER (1.0 FT) HIGHER THAN THE STATION.
 RP0882' 
 RP0882'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--LANONA 1954--, SET
 RP0882'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 RP0882'DIAMETER, FLUSH WITH GROUND.  LOCATED ABOUT 73 M (239.5 FT) NORTH OF A
 RP0882'GRAVELED ROAD INTERSECTION.  LOCATED 15.4 METERS (50.5 FT) WEST FROM
 RP0882'THE CENTER OF A GRAVELED ROAD.  0.6 METER (2.0 FT) SOUTH FROM A
 RP0882'POWER POLE.  0.35 METER (1.15 FT) SOUTHWEST FROM A WITNESS POST.
 RP0882
 RP0882                          STATION RECOVERY (2003)
 RP0882
 RP0882'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2003 (LP)
 RP0882'FROM EXIT 296 ON I-94, GO SOUTH ON ASPHALT ROAD FOR 1.0 MILE, THENCE
 RP0882'EAST ON GRAVEL ROAD FOR 1.0 MILE TO TOP OF HILL WITH RADIO AND
 RP0882'MICROWAVE TOWERS, THENCE SOUTH ON SECTION LINE TRAIL FOR 0.5 MILE TO
 RP0882'TOP OF RISE AND STATION ON THE EAST. STATION IS APPROX. 12.5 FEET EAST
 RP0882'OF CARSONITE MARKER AND 1 FOOT BELOW EXISTING GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2122 ***********************************************************************
 TF2122  DESIGNATION -  LANSFORD
 TF2122  PID         -  TF2122
 TF2122  STATE/COUNTY-  ND/BOTTINEAU
 TF2122  USGS QUAD   -  LANSFORD SW (1971)
 TF2122
 TF2122                         *CURRENT SURVEY CONTROL
 TF2122  ___________________________________________________________________
 TF2122* NAD 83(1996)-  48 37 05.83526(N)    101 25 07.21378(W)     ADJUSTED  
 TF2122* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TF2122  ___________________________________________________________________
 TF2122  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 TF2122  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 TF2122
 TF2122  HORZ ORDER  -  SECOND
 TF2122
 TF2122.The horizontal coordinates were established by classical geodetic methods
 TF2122.and adjusted by the National Geodetic Survey in January 1998..
 TF2122
 TF2122.The orthometric height was scaled from a topographic map.
 TF2122
 TF2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2122
 TF2122.The geoid height was determined by GEOID03.
 TF2122
 TF2122;                    North         East     Units Scale Factor Converg.
 TF2122;SPC ND N     -   180,332.412   532,270.071   MT  0.99997922   -0 41 01.0
 TF2122;SPC ND N     -   591,641.77  1,746,292.88   iFT  0.99997922   -0 41 01.0
 TF2122;UTM  14      - 5,387,847.745   321,751.035   MT  0.99999037   -1 48 54.9
 TF2122
 TF2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2122!SPC ND N     -   0.99992530  x   0.99997922  =   0.99990452
 TF2122!UTM  14      -   0.99992530  x   0.99999037  =   0.99991567
 TF2122
 TF2122:                Primary Azimuth Mark                     Grid Az
 TF2122:SPC ND N     -  LANSFORD MUNICIPAL TANK                  071 17 15.2
 TF2122:UTM  14      -  LANSFORD MUNICIPAL TANK                  072 25 09.1
 TF2122
 TF2122|---------------------------------------------------------------------|
 TF2122| PID    Reference Object                     Distance      Geod. Az  |
 TF2122|                                                           dddmmss.s |
 TF2122| TF2117 LANSFORD MUNICIPAL TANK             APPROX. 3.4 KM 0703614.2 |
 TF2122| CQ7967 LANSFORD AZ MK                                     0904108.2 |
 TF2122| CQ7968 LANSFORD RM 1                        21.988 METERS 09648     |
 TF2122| CQ7969 LANSFORD RM 2                        18.678 METERS 25553     |
 TF2122|---------------------------------------------------------------------|
 TF2122
 TF2122                          SUPERSEDED SURVEY CONTROL
 TF2122
 TF2122  NAD 83(1986)-  48 37 05.83284(N)    101 25 07.21094(W) AD(       ) 2
 TF2122  NAD 27      -  48 37 05.76440(N)    101 25 05.62070(W) AD(       ) 2
 TF2122
 TF2122.Superseded values are not recommended for survey control.
 TF2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2122.See file dsdata.txt to determine how the superseded data were derived.
 TF2122
 TF2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2175187848(NAD 83)
 TF2122_MARKER: DS = TRIANGULATION STATION DISK
 TF2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2122
 TF2122  HISTORY     - Date     Condition        Report By
 TF2122  HISTORY     - 1963     MONUMENTED       CGS
 TF2122
 TF2122                          STATION DESCRIPTION
 TF2122
 TF2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2122'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY 3/4 MILE SOUTH
 TF2122'AND 1-3/4 MILES WEST OF LANSFORD IN THE NORTHEAST 1/4 OF SECTION
 TF2122'8, T-159-N, R-83-W.
 TF2122'
 TF2122'TO REACH THE STATION FROM THE POST OFFICE IN LANSFORD, GO SOUTH
 TF2122'ON GRAVELED STREET FOR 0.75 MILE TO A T-INTERSECTION.  TURN
 TF2122'RIGHT AND GO WEST ON GRAVELED ROAD FOR 1.45 MILES TO CROSSROADS,
 TF2122'CONTINUE WEST FOR 0.05 MILE TO AZIMUTH MARK ON LEFT, CONTINUE
 TF2122'WEST FOR 0.45 MILE TO STATION ON LEFT.
 TF2122'
 TF2122'THE STATION MARK IS A STANDARD DISK, STAMPED LANSFORD 1963,
 TF2122'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 TF2122'WITH THE SURFACE OF THE GROUND.  IT IS 39.0 FEET SOUTH OF THE
 TF2122'CENTER OF A GRAVELED ROAD AND 7.9 FEET NORTH OF THE WITNESS
 TF2122'POST.
 TF2122'
 TF2122'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED LANSFORD NO
 TF2122'1 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2122'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 72.4 FEET EAST
 TF2122'OF THE WITNESS POST, 46.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 TF2122'ROAD AND 42.5 FEET WEST-NORTHWEST OF A TELEPHONE POLE.
 TF2122'
 TF2122'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED LANSFORD NO
 TF2122'2 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2122'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 59.1 FEET
 TF2122'WEST-SOUTHWEST OF THE WITNESS POST AND 53.0 FEET SOUTH OF
 TF2122'THE CENTER OF A GRAVELED ROAD.
 TF2122'
 TF2122'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LANSFORD 1963,
 TF2122'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 TF2122'WITH THE SURFACE OF THE GROUND.  IT IS 60.0 FEET SOUTH OF THE
 TF2122'CENTER OF A GRAVELED ROAD, 1.6 FEET NORTH OF A TELEPHONE POLE
 TF2122'AND 1.5 FEET NORTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2117 ***********************************************************************
 TF2117  DESIGNATION -  LANSFORD MUNICIPAL TANK
 TF2117  PID         -  TF2117
 TF2117  STATE/COUNTY-  ND/BOTTINEAU
 TF2117  USGS QUAD   -  LANSFORD NE (1949)
 TF2117
 TF2117                         *CURRENT SURVEY CONTROL
 TF2117  ___________________________________________________________________
 TF2117* NAD 83(1996)-  48 37 42.21670(N)    101 22 31.20399(W)     ADJUSTED  
 TF2117* NAVD 88     -                                                        
 TF2117  ___________________________________________________________________
 TF2117  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 TF2117  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TF2117
 TF2117  HORZ ORDER  -  THIRD
 TF2117
 TF2117.The horizontal coordinates were established by classical geodetic methods
 TF2117.and adjusted by the National Geodetic Survey in January 1998..
 TF2117
 TF2117
 TF2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2117
 TF2117.The geoid height was determined by GEOID03.
 TF2117
 TF2117;                    North         East     Units Scale Factor Converg.
 TF2117;SPC ND N     -   181,418.903   535,477.700   MT  0.99998089   -0 39 04.9
 TF2117;SPC ND N     -   595,206.37  1,756,816.60   iFT  0.99998089   -0 39 04.9
 TF2117;UTM  14      - 5,388,870.678   324,979.508   MT  0.99997635   -1 46 58.8
 TF2117
 TF2117                          SUPERSEDED SURVEY CONTROL
 TF2117
 TF2117  NAD 83(1986)-  48 37 42.21432(N)    101 22 31.20092(W) AD(       ) 4
 TF2117  NAD 27      -  48 37 42.13900(N)    101 22 29.62300(W) AD(       ) 3
 TF2117
 TF2117.Superseded values are not recommended for survey control.
 TF2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2117.See file dsdata.txt to determine how the superseded data were derived.
 TF2117
 TF2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2498088871(NAD 83)
 TF2117_MARKER: 53 = ELEVATED TANK
 TF2117
 TF2117  HISTORY     - Date     Condition        Report By
 TF2117  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2117
 TF2117                          STATION DESCRIPTION
 TF2117
 TF2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2117'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF LANSFORD
 TF2117'AND 1 BLOCK BLOCK SOUTH OF THE POST OFFICE ON THE EAST SIDE OF THE
 TF2117'STREET.
 TF2117'
 TF2117'THE TANK IS A STEEL STRUCTURE, PAINTED WHITE IN COLOR AND IS
 TF2117'SUPPORTED BY 4 STEEL LEGS.  IT IS ABOUT 150 FEET IN HEIGHT
 TF2117'AND HAS THE NAME LANSFORD PAINTED IN BLACK LETTERS ACROSS ONE
 TF2117'SIDE OF THE TANK.
 TF2117'
 TF2117'THE POINT INTERSECTED WAS THE BALL ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1889 ***********************************************************************
 TE1889  DESIGNATION -  LANSING
 TE1889  PID         -  TE1889
 TE1889  STATE/COUNTY-  ND/TOWNER
 TE1889  USGS QUAD   -  ROCK LAKE SE (1970)
 TE1889
 TE1889                         *CURRENT SURVEY CONTROL
 TE1889  ___________________________________________________________________
 TE1889* NAD 83(1996)-  48 50 51.50766(N)    099 01 52.64464(W)     ADJUSTED  
 TE1889* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 TE1889  ___________________________________________________________________
 TE1889  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 TE1889  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 TE1889
 TE1889  HORZ ORDER  -  FIRST
 TE1889
 TE1889.The horizontal coordinates were established by classical geodetic methods
 TE1889.and adjusted by the National Geodetic Survey in January 1998..
 TE1889
 TE1889.The orthometric height was scaled from a topographic map.
 TE1889
 TE1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1889
 TE1889.The geoid height was determined by GEOID03.
 TE1889
 TE1889;                    North         East     Units Scale Factor Converg.
 TE1889;SPC ND N     -   206,461.612   707,791.667   MT  1.00002468   +1 05 34.5
 TE1889;SPC ND N     -   677,367.49  2,322,151.14   iFT  1.00002468   +1 05 34.5
 TE1889;UTM  14      - 5,410,519.453   497,704.385   MT  0.99960006   -0 01 24.8
 TE1889
 TE1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1889!SPC ND N     -   0.99992666  x   1.00002468  =   0.99995134
 TE1889!UTM  14      -   0.99992666  x   0.99960006  =   0.99952675
 TE1889
 TE1889|---------------------------------------------------------------------|
 TE1889| PID    Reference Object                     Distance      Geod. Az  |
 TE1889|                                                           dddmmss.s |
 TE1889| CO7077 LANSING RM 1                         98.252 METERS 03719     |
 TE1889| CO7076 LANSING AZ MK                                      1224240.0 |
 TE1889| CO7078 LANSING RM 2                         86.134 METERS 33449     |
 TE1889|---------------------------------------------------------------------|
 TE1889
 TE1889                          SUPERSEDED SURVEY CONTROL
 TE1889
 TE1889  NAD 83(1986)-  48 50 51.50842(N)    099 01 52.62586(W) AD(       ) 1
 TE1889  NAD 27      -  48 50 51.48100(N)    099 01 51.13900(W) AD(       ) 1
 TE1889
 TE1889.Superseded values are not recommended for survey control.
 TE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1889.See file dsdata.txt to determine how the superseded data were derived.
 TE1889
 TE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV9770410519(NAD 83)
 TE1889_MARKER: DS = TRIANGULATION STATION DISK
 TE1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1889
 TE1889  HISTORY     - Date     Condition        Report By
 TE1889  HISTORY     - 1934     MONUMENTED       CGS
 TE1889  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1889  HISTORY     - 1971     MARK NOT FOUND   NGS
 TE1889
 TE1889                          STATION DESCRIPTION
 TE1889
 TE1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1889'STATION IS LOCATED ABOUT 4 MILES W BY S OF CALVIN, IN NE 1/4
 TE1889'SEC. 23, T 162 N, R 65 W, ON A SMALL KNOLL ABOUT 250 FEET S
 TE1889'OF THE CENTER LINE OF DIRT ROAD (SECTION LINE) AND ABOUT 100
 TE1889'FEET S OF A GRAVEL PIT.  LAND OWNED BY HENRY SCHULTZ.
 TE1889'
 TE1889'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TE1889'BRONZE DISKS SET IN CONCRETE.
 TE1889'
 TE1889'REFERENCE MARK NO. 1 IS NNE OF STATION, AT N EDGE OF PLOUGHED
 TE1889'GROUND IN S RIGHT-OF-WAY FENCE LINE, 38 FEET S OF CENTER LINE
 TE1889'OF ROAD.
 TE1889'
 TE1889'REFERENCE MARK NO. 2 IS IN S OF RIGHT-OF-WAY FENCE LINE, 38
 TE1889'FEET S OF CENTER LINE OF ROAD, AND IS NW OF THE STATION.
 TE1889'
 TE1889'AZIMUTH MARK IS ABOUT 0.5 MILE SE OF STATION AND MAY BE REACHED
 TE1889'FROM HERE BY GOING E ON ROAD PAST STATION 0.4 MILE TO CROSS
 TE1889'ROAD, THENCE S 0.3 MILE TO MARK ON W SIDE OF ROAD IN FENCE LINE.
 TE1889'MARK IS SET 26 FEET W OF CENTER LINE OF ROAD.
 TE1889'
 TE1889'TO REACH STATION FROM CALVIN, GO S FROM POST OFFICE 0.3 MILE TO
 TE1889'SECTION LINE ROAD W, THEN W 3.8 MILES TO CROSS ROAD WITH MAIL
 TE1889'BOX H. SCHULTZ ON S.  CONTINUE W 0.35 MILE TO STATION ON S.
 TE1889'
 TE1889'HEIGHT OF LIGHT ABOVE STATION MARK- 21.7 METERS.
 TE1889
 TE1889                          STATION RECOVERY (1968)
 TE1889
 TE1889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1889'STATION NOT RECOVERED.  R.M. 1 TILTED, R.M. 2 TURNED OVER.
 TE1889'AZ. MARK NOT VISITED.
 TE1889'
 TE1889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES W
 TE1889'BY S OF CALVIN.
 TE1889
 TE1889                          STATION RECOVERY (1971)
 TE1889
 TE1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE1889'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT RECOVERED.
 TE1889'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED,
 TE1889'THE DISKS WERE REMOVED FROM THEM AT THIS TIME.  THE STATION
 TE1889'SITE WAS CUT DOWN TO FILL A LARGE GRAVEL PIT WHICH WAS ON THE
 TE1889'NORTH SIDE OF THE HILL.  THE REFERENCE MARKS AND AZIMUTH MARK
 TE1889'WERE EVIDENTLY DESTROYED BY FARMING OPERATIONS.  IT IS SUGGESTED
 TE1889'THAT THE STATION BE CONSIDERED DESTROYED.
 TE1889'
 TE1889'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 TE1889'MILES WEST OF CALVIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1340 ***********************************************************************
 SL1340  DESIGNATION -  LARIMORE
 SL1340  PID         -  SL1340
 SL1340  STATE/COUNTY-  ND/GRAND FORKS
 SL1340  USGS QUAD   -  LARIMORE WEST (1963)
 SL1340
 SL1340                         *CURRENT SURVEY CONTROL
 SL1340  ___________________________________________________________________
 SL1340* NAD 83(1996)-  47 52 34.37257(N)    097 44 30.71010(W)     ADJUSTED  
 SL1340* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 SL1340  ___________________________________________________________________
 SL1340  LAPLACE CORR-          -9.33  (seconds)                    DEFLEC99
 SL1340  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 SL1340
 SL1340  HORZ ORDER  -  FIRST
 SL1340
 SL1340.The horizontal coordinates were established by classical geodetic methods
 SL1340.and adjusted by the National Geodetic Survey in January 1998..
 SL1340
 SL1340.The orthometric height was scaled from a topographic map.
 SL1340
 SL1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1340
 SL1340.The geoid height was determined by GEOID03.
 SL1340
 SL1340;                    North         East     Units Scale Factor Converg.
 SL1340;SPC ND N     -   101,112.558   806,262.783   MT  0.99994243   +2 03 08.7
 SL1340;SPC ND N     -   331,734.11  2,645,219.10   iFT  0.99994243   +2 03 08.7
 SL1340;UTM  14      - 5,303,308.281   594,074.838   MT  0.99970875   +0 55 59.6
 SL1340
 SL1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1340!SPC ND N     -   0.99994332  x   0.99994243  =   0.99988575
 SL1340!UTM  14      -   0.99994332  x   0.99970875  =   0.99965208
 SL1340
 SL1340:                Primary Azimuth Mark                     Grid Az
 SL1340:SPC ND N     -  LARIMORE MUNICIPAL TANK                  062 52 44.0
 SL1340:UTM  14      -  LARIMORE MUNICIPAL TANK                  063 59 53.1
 SL1340
 SL1340|---------------------------------------------------------------------|
 SL1340| PID    Reference Object                     Distance      Geod. Az  |
 SL1340|                                                           dddmmss.s |
 SL1340| SL1339 LARIMORE MUNICIPAL TANK             APPROX. 9.2 KM 0645552.7 |
 SL1340| SL1337 LARIMORE NW BELL TEL MICROWAVE      APPROX.12.4 KM 0745924.9 |
 SL1340| CO5821 LARIMORE AZ MK                                     0934353.0 |
 SL1340| SL1338 KEMPTON MICROWAVE WDAZ              APPROX.12.0 KM 1342042.0 |
 SL1340| SL1359 LARIMORE RAD STA KDU 576            APPROX. 7.0 KM 2695727.4 |
 SL1340| SL1362 PETERSBURG NELSON RAD STA KFI       APPROX.18.6 KM 2710014.7 |
 SL1340| CO5822 LARIMORE RM 1                        35.314 METERS 28723     |
 SL1340| TD1207 PETERSBURG SHD RAD KAO 202          APPROX.20.2 KM 3142856.5 |
 SL1340| TD1209 PETERSBURG NW BELL MICROWAVE        APPROX.20.3 KM 3144443.5 |
 SL1340| CO5823 LARIMORE RM 2                        43.718 METERS 35734     |
 SL1340|---------------------------------------------------------------------|
 SL1340
 SL1340                          SUPERSEDED SURVEY CONTROL
 SL1340
 SL1340  NAD 83(1986)-  47 52 34.37186(N)    097 44 30.70760(W) AD(       ) 1
 SL1340  NAD 27      -  47 52 34.40016(N)    097 44 29.39119(W) AD(       ) 1
 SL1340
 SL1340.Superseded values are not recommended for survey control.
 SL1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1340.See file dsdata.txt to determine how the superseded data were derived.
 SL1340
 SL1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU9407503308(NAD 83)
 SL1340_MARKER: DS = TRIANGULATION STATION DISK
 SL1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1340
 SL1340  HISTORY     - Date     Condition        Report By
 SL1340  HISTORY     - 1967     MONUMENTED       CGS
 SL1340
 SL1340                          STATION DESCRIPTION
 SL1340
 SL1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1340'THE STATION IS ABOUT 15 MILES SOUTHEAST OF PETERSBURG, 7 MILES
 SL1340'NORTHWEST OF KEMPTON AND 5-1/2 MILES WEST-SOUTHWEST OF LARIMORE,
 SL1340'IN THE NORTHEAST CORNER OF A FARM YARD ON PROPERTY OWNED BY
 SL1340'EARL R LARSON.
 SL1340'
 SL1340'TO REACH THE STATION FROM THE CITY HALL IN LARIMORE, GO SOUTH
 SL1340'ON STATE HIGHWAY 18 FOR 2.15 MILES TO A GRAVELED CROSSROAD.
 SL1340'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 5.1 MILES TO A
 SL1340'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON
 SL1340'GRAVELED ROAD FOR 0.5 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 SL1340'RIGHT AND GO NORTH ON DRIVEWAY, PASSING TO THE EAST OF FARM
 SL1340'HOUSE FOR 0.05 MILE TO THE NORTH SIDE OF AN IMPLEMENT SHED
 SL1340'AND THE STATION.
 SL1340'
 SL1340'STATION MARK IS A STANDARD DISK, STAMPED LARIMORE 1967, SET
 SL1340'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1340'THAT IS FLUSH WITH THE GROUND.  IT IS 200.0 FEET EAST OF THE
 SL1340'NORTHEAST CORNER OF A BARN, 40.0 FEET NORTH-NORTHWEST OF THE
 SL1340'NORTHEAST CORNER OF A IMPLEMENT SHED AND 37.6 FEET SOUTHEAST OF
 SL1340'THE SOUTHEAST CORNER OF A CHICKEN HOUSE.  THE UNDERGROUND
 SL1340'MARK IS 54 INCHES BELOW THE GROUND SURFACE.  A WITNESS POST
 SL1340'WAS NOT SET AT THE STATION DUE TO THE REQUEST OF THE PROPERTY
 SL1340'OWNER.
 SL1340'
 SL1340'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LARIMORE NO
 SL1340'1 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 SL1340'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 107.0
 SL1340'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE IMPLEMENT SHED,
 SL1340'95.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BARN,
 SL1340'1.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL SHED
 SL1340'AND ABOUT 2 FEET HIGHER THAN THE STATION.
 SL1340'
 SL1340'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LARIMORE NO 2 1967,
 SL1340'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1340'THAT IS FLUSH WITH THE GROUND.  IT IS 42.0 FEET NORTHEAST
 SL1340'OF THE NORTHEAST CORNER OF THE SMALL SHED, 39.0 FEET EAST OF
 SL1340'THE SOUTH ONE OF TWO METAL GRAIN BINS AND ABOUT 2 FEET LOWER
 SL1340'THAN THE STATION.
 SL1340'
 SL1340'AZIMUTH MARK IS A STANDARD DISK, STAMPED LARIMORE 1967,
 SL1340'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES INDIAMETER,
 SL1340'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 48.0 FEET EAST
 SL1340'OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 230.0 FEET
 SL1340'NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 1.6
 SL1340'FEET SOUTH OF A TELEPHONE LINE POLE AND 1.6 FEET NORTHWEST
 SL1340'OF A WITNESS POST.
 SL1340'
 SL1340'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE
 SL1340'TO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1339 ***********************************************************************
 SL1339  DESIGNATION -  LARIMORE MUNICIPAL TANK
 SL1339  PID         -  SL1339
 SL1339  STATE/COUNTY-  ND/GRAND FORKS
 SL1339  USGS QUAD   -  LARIMORE WEST (1963)
 SL1339
 SL1339                         *CURRENT SURVEY CONTROL
 SL1339  ___________________________________________________________________
 SL1339* NAD 83(1996)-  47 54 40.44809(N)    097 37 49.19707(W)     ADJUSTED  
 SL1339* NAVD 88     -                                                        
 SL1339  ___________________________________________________________________
 SL1339  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 SL1339  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 SL1339
 SL1339  HORZ ORDER  -  THIRD
 SL1339
 SL1339.The horizontal coordinates were established by classical geodetic methods
 SL1339.and adjusted by the National Geodetic Survey in January 1998..
 SL1339
 SL1339
 SL1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1339
 SL1339.The geoid height was determined by GEOID03.
 SL1339
 SL1339;                    North         East     Units Scale Factor Converg.
 SL1339;SPC ND N     -   105,308.362   814,454.608   MT  0.99994041   +2 08 07.5
 SL1339;SPC ND N     -   345,499.88  2,672,095.17   iFT  0.99994041   +2 08 07.5
 SL1339;UTM  14      - 5,307,342.401   602,345.201   MT  0.99972871   +1 00 59.5
 SL1339
 SL1339                          SUPERSEDED SURVEY CONTROL
 SL1339
 SL1339  NAD 83(1986)-  47 54 40.44766(N)    097 37 49.19466(W) AD(       ) 4
 SL1339  NAD 27      -  47 54 40.47631(N)    097 37 47.88834(W) AD(       ) 3
 SL1339
 SL1339.Superseded values are not recommended for survey control.
 SL1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1339.See file dsdata.txt to determine how the superseded data were derived.
 SL1339
 SL1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU0234507342(NAD 83)
 SL1339_MARKER: 53 = ELEVATED TANK
 SL1339
 SL1339  HISTORY     - Date     Condition        Report By
 SL1339  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1339
 SL1339                          STATION DESCRIPTION
 SL1339
 SL1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1339'THE STATION IS THE CENTER OF THE TOP OF THE LARIMORE MUNICIPAL
 SL1339'WATER TANK, WHICH IS A DOUBLE ELLIPSOIDAL, ELEVATED TANK,
 SL1339'THAT HAS AN OVERALL HEIGHT OF 125 FEET.  IT IS IN THE NORTHWEST
 SL1339'PART OF TOWN, 100 FEET NORTH OF 7TH STREET AND 100 FEET WEST
 SL1339'OF CLARK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1337 ***********************************************************************
 SL1337  DESIGNATION -  LARIMORE NW BELL TEL MICROWAVE
 SL1337  PID         -  SL1337
 SL1337  STATE/COUNTY-  ND/GRAND FORKS
 SL1337  USGS QUAD   -  LARIMORE EAST (1963)
 SL1337
 SL1337                         *CURRENT SURVEY CONTROL
 SL1337  ___________________________________________________________________
 SL1337* NAD 83(1996)-  47 54 17.59042(N)    097 34 55.98612(W)     ADJUSTED  
 SL1337* NAVD 88     -                                                        
 SL1337  ___________________________________________________________________
 SL1337  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 SL1337  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 SL1337
 SL1337  HORZ ORDER  -  THIRD
 SL1337
 SL1337.The horizontal coordinates were established by classical geodetic methods
 SL1337.and adjusted by the National Geodetic Survey in January 1998..
 SL1337
 SL1337
 SL1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1337
 SL1337.The geoid height was determined by GEOID03.
 SL1337
 SL1337;                    North         East     Units Scale Factor Converg.
 SL1337;SPC ND N     -   104,738.068   818,075.290   MT  0.99994075   +2 10 16.4
 SL1337;SPC ND N     -   343,628.83  2,683,974.05   iFT  0.99994075   +2 10 16.4
 SL1337;UTM  14      - 5,306,701.641   605,953.307   MT  0.99973794   +1 03 07.7
 SL1337
 SL1337                          SUPERSEDED SURVEY CONTROL
 SL1337
 SL1337  NAD 83(1986)-  47 54 17.59000(N)    097 34 55.98424(W) AD(       ) 4
 SL1337  NAD 27      -  47 54 17.61932(N)    097 34 54.68411(W) AD(       ) 3
 SL1337
 SL1337.Superseded values are not recommended for survey control.
 SL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1337.See file dsdata.txt to determine how the superseded data were derived.
 SL1337
 SL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU0595306702(NAD 83)
 SL1337_MARKER: 44 = MICROWAVE MAST
 SL1337
 SL1337  HISTORY     - Date     Condition        Report By
 SL1337  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1337
 SL1337                          STATION DESCRIPTION
 SL1337
 SL1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1337'THE STATION IS THE CENTER OF THE TOP OF A 270 FOOT HIGH
 SL1337'MICROWAVE MAST OWNED BY THE NORTHWEST BELL TELEPHONE COMPANY
 SL1337'IT IS 1.9 MILES EAST OF LARIMORE AND 0.1 MILE NORTH OF GRAND
 SL1337'FORKS COUNTY ROAD 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1359 ***********************************************************************
 SL1359  DESIGNATION -  LARIMORE RAD STA KDU 576
 SL1359  PID         -  SL1359
 SL1359  STATE/COUNTY-  ND/GRAND FORKS
 SL1359  USGS QUAD   -  NIAGARA (1963)
 SL1359
 SL1359                         *CURRENT SURVEY CONTROL
 SL1359  ___________________________________________________________________
 SL1359* NAD 83(1996)-  47 52 34.06673(N)    097 50 08.26161(W)     ADJUSTED  
 SL1359* NAVD 88     -                                                        
 SL1359  ___________________________________________________________________
 SL1359  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 SL1359  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL1359
 SL1359  HORZ ORDER  -  THIRD
 SL1359
 SL1359.The horizontal coordinates were established by classical geodetic methods
 SL1359.and adjusted by the National Geodetic Survey in January 1998..
 SL1359
 SL1359
 SL1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1359
 SL1359.The geoid height was determined by GEOID03.
 SL1359
 SL1359;                    North         East     Units Scale Factor Converg.
 SL1359;SPC ND N     -   100,856.205   799,253.945   MT  0.99994244   +1 58 57.5
 SL1359;SPC ND N     -   330,893.06  2,622,224.23   iFT  0.99994244   +1 58 57.5
 SL1359;UTM  14      - 5,303,188.893   587,064.024   MT  0.99969314   +0 51 49.2
 SL1359
 SL1359                          SUPERSEDED SURVEY CONTROL
 SL1359
 SL1359  NAD 83(1986)-  47 52 34.06575(N)    097 50 08.25847(W) AD(       ) 4
 SL1359  NAD 27      -  47 52 34.09537(N)    097 50 06.92910(W) AD(       ) 3
 SL1359
 SL1359.Superseded values are not recommended for survey control.
 SL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1359.See file dsdata.txt to determine how the superseded data were derived.
 SL1359
 SL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU8706403189(NAD 83)
 SL1359_MARKER: 42 = RADIO/TV MAST
 SL1359
 SL1359  HISTORY     - Date     Condition        Report By
 SL1359  HISTORY     - 1967     FIRST OBSERVED   CGS
 SL1359
 SL1359                          STATION DESCRIPTION
 SL1359
 SL1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1359'THE STATION IS THE CENTER OF THE TOP OF A RADIO MAST OF THE
 SL1359'GRAND FORKS COUNTY CIVIL DEFENSE SYSTEM, THAT HAS AN OVERALL
 SL1359'HEIGHT OF ABOUT 150 FEET.  IT IS 2 MILES SOUTH AND 8 MILES
 SL1359'WEST OF LARIMORE AND 0.2 MILE NORTH OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1888 ***********************************************************************
 TG1888  DESIGNATION -  LARK
 TG1888  PID         -  TG1888
 TG1888  STATE/COUNTY-  ND/WILLIAMS
 TG1888  USGS QUAD   -  TRENTON NE (1974)
 TG1888
 TG1888                         *CURRENT SURVEY CONTROL
 TG1888  ___________________________________________________________________
 TG1888* NAD 83(1996)-  48 12 16.52056(N)    103 45 18.45636(W)     ADJUSTED  
 TG1888* NAVD 88     -       683.09   (+/-2cm)    2241.1    (feet)  VERTCON   
 TG1888  ___________________________________________________________________
 TG1888  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 TG1888  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1888
 TG1888  HORZ ORDER  -  FIRST
 TG1888  VERT ORDER  -  THIRD ? (See Below)
 TG1888
 TG1888.The horizontal coordinates were established by classical geodetic methods
 TG1888.and adjusted by the National Geodetic Survey in January 1998..
 TG1888
 TG1888.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1888.The vertical order pertains to the NGVD 29 superseded value.
 TG1888
 TG1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1888
 TG1888.The geoid height was determined by GEOID03.
 TG1888
 TG1888;                    North         East     Units Scale Factor Converg.
 TG1888;SPC ND N     -   139,041.227   358,134.065   MT  0.99993803   -2 25 20.1
 TG1888;SPC ND N     -   456,172.00  1,174,980.53   iFT  0.99993803   -2 25 20.1
 TG1888;UTM  13      - 5,339,789.024   592,493.389   MT  0.99970511   +0 55 41.4
 TG1888
 TG1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1888!SPC ND N     -   0.99989580  x   0.99993803  =   0.99983384
 TG1888!UTM  13      -   0.99989580  x   0.99970511  =   0.99960094
 TG1888
 TG1888|---------------------------------------------------------------------|
 TG1888| PID    Reference Object                     Distance      Geod. Az  |
 TG1888|                                                           dddmmss.s |
 TG1888| CQ7973 LARK RM 1                            15.989 METERS 00014     |
 TG1888| TG1882 WILLISTON MONT DAK UTIL CO STK      APPROX.11.0 KM 1270454.0 |
 TG1888| CS9174 TT 20 LL                                           1800249.4 |
 TG1888| CQ7974 LARK RM 2                            19.356 METERS 18007     |
 TG1888| TG1890 WILLISTON TV STATION KUMV MAST      APPROX.11.1 KM 2245950.0 |
 TG1888|---------------------------------------------------------------------|
 TG1888
 TG1888                          SUPERSEDED SURVEY CONTROL
 TG1888
 TG1888  NAD 83(1986)-  48 12 16.51952(N)    103 45 18.45252(W) AD(       ) 1
 TG1888  NAD 27      -  48 12 16.43492(N)    103 45 16.73059(W) AD(       ) 1
 TG1888  NGVD 29 (07/19/86)  682.58   (m)         2239.4    (f) LEVELING    3  
 TG1888
 TG1888.Superseded values are not recommended for survey control.
 TG1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1888.See file dsdata.txt to determine how the superseded data were derived.
 TG1888
 TG1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9249339789(NAD 83)
 TG1888_MARKER: DS = TRIANGULATION STATION DISK
 TG1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1888
 TG1888  HISTORY     - Date     Condition        Report By
 TG1888  HISTORY     - 1967     MONUMENTED       CGS
 TG1888  HISTORY     - 1976     GOOD             NGS
 TG1888
 TG1888                          STATION DESCRIPTION
 TG1888
 TG1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1888'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF WILLISTON,
 TG1888'ALONG THE RIGHT-OF-WAY OF AN UNUSED SECTION LINE ROAD, IN THE
 TG1888'SOUTHWEST 1/4 SECTION 36, T.154 N., R. 102 W. ON PROPERTY OWNED
 TG1888'BY THE STATE SCHOOL SYSTEM.
 TG1888'
 TG1888'TO REACH THE STATION MARK FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1888'85 ABOUT 4.5 MILES WEST OF WILLISTON GO WEST ON U.S. HIGHWAY 2
 TG1888'FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON GRAVEL
 TG1888'ROAD FOR 2.0 MILES TO WHERE MAIN TRAVELED ROAD TURNS WEST, TURN
 TG1888'LEFT AND GO WEST 1.5 MILES TO WHERE MAIN TRAVELED ROAD TURNS
 TG1888'NORTH, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO WHERE MAIN ROAD
 TG1888'TURNS WEST, TURN LEFT AND GO WEST FOR 0.5 MILE TO WHERE MAIN ROAD
 TG1888'TURNS NORTH, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A
 TG1888'CROSSROAD, TURN RIGHT AND GO EAST ON A TRACK ROAD ALONG
 TG1888'SECTION LINE FOR 1.0 MILE TO A N-S SECTION LINE, TURN LEFT
 TG1888'AND GO NORTH ON TRACK ROAD ALONG SECTION LINE FOR 0.05 MILE TO LARK
 TG1888'AZIMUTH MARK ON RIGHT, CONTINUE NORTH FOR 0.4 MILE TO THE
 TG1888'MARK ON THE RIGHT.
 TG1888'
 TG1888'THE STATION MARK IS A STANDARD DISK, STAMPED LARK 1967, SET
 TG1888'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 TG1888'PROJECTS 2 INCHES.  IT IS ABOUT 30 FEET EAST OF THE APPROXIMATE
 TG1888'CENTER OF SECTION LINE RIGHT-OF-WAY, 8.0 FEET NORTH OF METAL
 TG1888'WITNESS POST WITH SIGN AND 1.2 FEET WEST OF FENCELINE.
 TG1888'
 TG1888'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LARK NO 1 1967, SET
 TG1888'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 TG1888'PROJECTS 2 INCHES.  IT IS ABOUT 30 FEET EAST OF THE APPROXIMATE
 TG1888'CENTER OF SECTION LINE RIGHT-OF-WAY, 60.1 FEET NORTH OF METAL
 TG1888'WITNESS POST WITH SIGN, 1.0 FEET WEST OF FENCELINE AND 1.7 FEET
 TG1888'SOUTHWEST OF 4X4 POST IN FENCE LINE.
 TG1888'
 TG1888'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LARK NO 2 1967,
 TG1888'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 TG1888'PROJECTS 3 INCHES.  IT IS ABOUT 30 FEET EAST OF THE APPROXIMATE
 TG1888'CENTER OF SECTION LINE RIGHT-OF-WAY, 55.8 FEET SOUTH OF A METAL
 TG1888'WITNESS POST WITH SIGN, 1.0 FEET WEST OF FENCELINE AND 5.0 FEET
 TG1888'NORTH OF A 4X4 POST IN FENCELINE.
 TG1888'
 TG1888'THE AZIMUTH MARK IS A USGS BENCH MARK DISK, STAMPED TT 20 LL
 TG1888'1958, CEMENTED IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 TG1888'PROJECTS 1 INCH.  IT IS ABOUT 28 FEET EAST OF THE APPROXIMATE
 TG1888'CENTER OF SECTION LINE RIGHT-OF-WAY, 1.6 FEET WEST OF FENCELINE
 TG1888'AND 1.6 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 TG1888'
 TG1888'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 115.96
 TG1888'FEET OR 35.345 METERS.
 TG1888'
 TG1888'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 TG1888
 TG1888                          STATION RECOVERY (1976)
 TG1888
 TG1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TG1888'RECOVERED AS DESCRIBED IN 1967.  NOTE, A STEEL ROD WAS DRIVEN
 TG1888'BY THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1889 ***********************************************************************
 TG1889  DESIGNATION -  LARK RM A
 TG1889  PID         -  TG1889
 TG1889  STATE/COUNTY-  ND/WILLIAMS
 TG1889  USGS QUAD   -  TRENTON NE (1974)
 TG1889
 TG1889                         *CURRENT SURVEY CONTROL
 TG1889  ___________________________________________________________________
 TG1889* NAD 83(1996)-  48 12 15.63723(N)    103 45 19.06262(W)     ADJUSTED  
 TG1889* NAVD 88     -       682.78   (+/-2cm)    2240.1    (feet)  VERTCON   
 TG1889  ___________________________________________________________________
 TG1889  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 TG1889  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 TG1889
 TG1889  HORZ ORDER  -  FIRST
 TG1889  VERT ORDER  -  THIRD ? (See Below)
 TG1889
 TG1889.The horizontal coordinates were established by classical geodetic methods
 TG1889.and adjusted by the National Geodetic Survey in January 1998..
 TG1889
 TG1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1889.The vertical order pertains to the NGVD 29 superseded value.
 TG1889
 TG1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1889
 TG1889.The geoid height was determined by GEOID03.
 TG1889
 TG1889;                    North         East     Units Scale Factor Converg.
 TG1889;SPC ND N     -   139,014.498   358,120.407   MT  0.99993802   -2 25 20.5
 TG1889;SPC ND N     -   456,084.31  1,174,935.72   iFT  0.99993802   -2 25 20.5
 TG1889;UTM  13      - 5,339,761.549   592,481.319   MT  0.99970509   +0 55 40.9
 TG1889
 TG1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1889!SPC ND N     -   0.99989585  x   0.99993802  =   0.99983388
 TG1889!UTM  13      -   0.99989585  x   0.99970509  =   0.99960097
 TG1889
 TG1889|---------------------------------------------------------------------|
 TG1889| PID    Reference Object                     Distance      Geod. Az  |
 TG1889|                                                           dddmmss.s |
 TG1889| TG1888 LARK                                 30.018 METERS 02439     |
 TG1889| TG1890 WILLISTON TV STATION KUMV MAST      APPROX.11.1 KM 2250304.1 |
 TG1889|---------------------------------------------------------------------|
 TG1889
 TG1889                          SUPERSEDED SURVEY CONTROL
 TG1889
 TG1889  NAD 83(1986)-  48 12 15.63606(N)    103 45 19.05886(W) AD(       ) 1
 TG1889  NAD 27      -  48 12 15.55159(N)    103 45 17.33683(W) AD(       ) 1
 TG1889  NGVD 29 (07/19/86)  682.27   (m)         2238.4    (f) LEVELING    3  
 TG1889
 TG1889.Superseded values are not recommended for survey control.
 TG1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1889.See file dsdata.txt to determine how the superseded data were derived.
 TG1889
 TG1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP9248139762(NAD 83)
 TG1889_MARKER: DS = TRIANGULATION STATION DISK
 TG1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1889+STABILITY: SURFACE MOTION
 TG1889
 TG1889  HISTORY     - Date     Condition        Report By
 TG1889  HISTORY     - 1967     MONUMENTED       CGS
 TG1889
 TG1889                          STATION DESCRIPTION
 TG1889
 TG1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TG1889'THE STATION IS ABOUT 7-1/2 MILES NORTHWEST OF WILLISTON, IN THE
 TG1889'SOUTHWEST 1/4 OF SECTION 36, T 154 N, R 102 W, ALONG THE
 TG1889'RIGHT-OF-WAY OF AN UNUSED SECTION LINE, AND ON PROPERTY OWNED
 TG1889'BY THE STATE SCHOOL SYSTEM.
 TG1889'
 TG1889'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED
 TG1889'LARK RM A 1967, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 TG1889'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS
 TG1889'42-1/2 FEET WEST-SOUTHWEST OF LARK RM 2, 42 FEET WEST OF A FENCE,
 TG1889'AND 20 FEET WEST OF THE CENTER OF A TRACK ROAD.
 TG1889'
 TG1889'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LARK,
 TG1889'THE DISTANCE BEING 30.0218 METERS OR 98.497 FEET SOUTH-SOUTHWEST
 TG1889'OF LARK.
 TG1889'
 TG1889'TO REACH THE STATION MARK FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1889'85 ABOUT 4.5 MILES WEST OF WILLISTON GO WEST ON U.S. HIGHWAY 2
 TG1889'FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON GRAVEL
 TG1889'ROAD FOR 2.0 MILES TO WHERE MAIN TRAVELED ROAD TURNS WEST, TURN
 TG1889'LEFT AND GO WEST 1.5 MILES TO WHERE MAIN TRAVELED ROAD TURNS
 TG1889'NORTH, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO WHERE MAIN ROAD
 TG1889'TURNS WEST, TURN LEFT AND GO WEST FOR 0.5 MILE TO WHERE MAIN ROAD
 TG1889'TURNS NORTH, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A
 TG1889'CROSSROAD, TURN RIGHT AND GO EAST ON A TRACK ROAD ALONG
 TG1889'SECTION LINE FOR 1.0 MILE TO A N-S SECTION LINE, TURN LEFT
 TG1889'AND GO NORTH ON TRACK ROAD ALONG SECTION LINE FOR 0.05 MILE TO LARK
 TG1889'AZIMUTH MARK ON RIGHT, CONTINUE NORTH FOR 0.4 MILE TO THE
 TG1889'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1162 ***********************************************************************
 SM1162  DESIGNATION -  LARRABEE
 SM1162  PID         -  SM1162
 SM1162  STATE/COUNTY-  ND/FOSTER
 SM1162  USGS QUAD   -  GRACE CITY (1971)
 SM1162
 SM1162                         *CURRENT SURVEY CONTROL
 SM1162  ___________________________________________________________________
 SM1162* NAD 83(1996)-  47 31 43.55870(N)    098 51 17.80139(W)     ADJUSTED  
 SM1162* NAVD 88     -       508.9    (meters)    1670.     (feet)  VERTCON   
 SM1162  ___________________________________________________________________
 SM1162  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 SM1162  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 SM1162
 SM1162  HORZ ORDER  -  FIRST
 SM1162  VERT ORDER  -  THIRD ? (See Below)
 SM1162
 SM1162.The horizontal coordinates were established by classical geodetic methods
 SM1162.and adjusted by the National Geodetic Survey in January 1998..
 SM1162
 SM1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1162.The vertical order pertains to the NGVD 29 superseded value.
 SM1162
 SM1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1162
 SM1162.The geoid height was determined by GEOID03.
 SM1162
 SM1162;                    North         East     Units Scale Factor Converg.
 SM1162;SPC ND N     -    60,111.786   723,865.028   MT  0.99998261   +1 13 26.9
 SM1162;SPC ND N     -   197,217.15  2,374,885.26   iFT  0.99998261   +1 13 26.9
 SM1162;UTM  14      - 5,263,936.911   510,918.633   MT  0.99960147   +0 06 25.2
 SM1162
 SM1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1162!SPC ND N     -   0.99992397  x   0.99998261  =   0.99990658
 SM1162!UTM  14      -   0.99992397  x   0.99960147  =   0.99952547
 SM1162
 SM1162:                Primary Azimuth Mark                     Grid Az
 SM1162:SPC ND N     -  LARRABEE AZ MK 2                         073 56 35.5
 SM1162:UTM  14      -  LARRABEE AZ MK 2                         075 03 37.2
 SM1162
 SM1162|---------------------------------------------------------------------|
 SM1162| PID    Reference Object                     Distance      Geod. Az  |
 SM1162|                                                           dddmmss.s |
 SM1162| CO5826 LARRABEE AZ MK 2                                   0751002.4 |
 SM1162| CO5824 LARRABEE AZ MK                                     1014040.7 |
 SM1162| CO5825 LARRABEE AZ MK RESET                               1054253.2 |
 SM1162| CO5827 LARRABEE RM 1                        30.931 METERS 12758     |
 SM1162| CO5828 LARRABEE RM 2                        29.635 METERS 26202     |
 SM1162|---------------------------------------------------------------------|
 SM1162
 SM1162                          SUPERSEDED SURVEY CONTROL
 SM1162
 SM1162  NAD 83(1986)-  47 31 43.55998(N)    098 51 17.79842(W) AD(       ) 1
 SM1162  NAD 27      -  47 31 43.57420(N)    098 51 16.41540(W) AD(       ) 1
 SM1162  NGVD 29 (07/19/86)  508.5    (m)         1668.     (f) LEVELING    3  
 SM1162
 SM1162.Superseded values are not recommended for survey control.
 SM1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1162.See file dsdata.txt to determine how the superseded data were derived.
 SM1162
 SM1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1091963937(NAD 83)
 SM1162_MARKER: DS = TRIANGULATION STATION DISK
 SM1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1162
 SM1162  HISTORY     - Date     Condition        Report By
 SM1162  HISTORY     - 1934     MONUMENTED       CGS
 SM1162  HISTORY     - 1941     GOOD             CGS
 SM1162  HISTORY     - 1948     GOOD             USGS
 SM1162  HISTORY     - 1960     GOOD             CGS
 SM1162  HISTORY     - 1967     GOOD             CGS
 SM1162
 SM1162                          STATION DESCRIPTION
 SM1162
 SM1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1162'STATION IS LOCATED ABOUT 1/4 MILE E AND 75 YARDS S OF THE NW
 SM1162'CORNER OF SEC. 29, T. 147 N, R. 64 W, IN LARRABEE TOWNSHIP
 SM1162'ABOUT 3 MILES WSW OF GRACE CITY.
 SM1162'
 SM1162'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1162'BRONZE DISKS SET IN CONCRETE.
 SM1162'
 SM1162'SURFACE MARK IS ABOUT 225 FEET S OF E-W FENCE.
 SM1162'
 SM1162'REFERENCE MARK NO. 1 IS S OF STATION 30.921 METERS (101.45
 SM1162'FEET).
 SM1162'
 SM1162'REFERENCE MARK NO. 2 IS NW OF STATION 29.653 METERS (97.29
 SM1162'FEET).
 SM1162'
 SM1162'AZIMUTH MARK IS E OF STATION ABOUT 150 FEET N OF CROSSROADS,
 SM1162'20 FEET E OF CENTER LINE OF MAIN ROAD.
 SM1162'
 SM1162'TO REACH STATION FROM GRACE CITY POST OFFICE, GO W ON GRAVEL
 SM1162'ROAD 0.7 MILE ACROSS RAILROAD TRACKS THEN GO S ON T-ROAD
 SM1162'2.7 MILES THEN TURN RIGHT ON FARM ROAD AND GO 0.5 MILE THROUGH
 SM1162'THE FARMYARD OF GUNTER TORGESON.  FROM FARMYARD, GO NW 0.35
 SM1162'MILE TO TOP OF BALD KNOB AND STATION.
 SM1162
 SM1162                          STATION RECOVERY (1941)
 SM1162
 SM1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1162'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE 1934 AZIMUTH
 SM1162'MARK WHICH WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 SM1162'AS DESCRIBED BELOW.  COMPLETE DESCRIPTION FOLLOWS--STATION
 SM1162'IS ABOUT 3 MILES WSW OF GRACE CITY, ON A PROMINENT HILL ON
 SM1162'THE PROPERTY OF GUNTER TORGESON, NEAR THE NW CORNER OF SEC. 29,
 SM1162'T.  147 N, R. 64 W.  THE STATION MARK IS ON THE HIGHEST PART OF
 SM1162'THE HILL AND 6 FEET N OF A WHITE REFERENCE POST.  IT IS
 SM1162'STAMPED LARRABEE 1934 AND PROJECTS ABOUT 12 INCHES.
 SM1162'
 SM1162'REFERENCE MARK NO. 1 IS SE OF THE STATION AND ABOUT 2 FEET
 SM1162'LOWER.  IT IS STAMPED LARRABEE NO. 1 1934 AND PROJECTS ABOUT
 SM1162'10 INCHES.
 SM1162'
 SM1162'REFERENCE MARK NO. 2 IS W BY S OF THE STATION AND ABOUT 2
 SM1162'FEET LOWER.  IT IS STAMPED LARRABEE NO. 2 1934 AND PROJECTS
 SM1162'ABOUT 10 INCHES.
 SM1162'
 SM1162'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 SM1162'IS ESE OF THE STATION AND 43 FEET W OF THE CENTER
 SM1162'LINE OF A N-S GRAVEL ROAD ABOUT 0.25 MILE S OF A POINT WHERE
 SM1162'THE ROAD TURNS E.  IT IS IN THE EDGE OF AN OPEN FIELD AND ABOUT
 SM1162'4.5 FEET W BY S OF A WHITE REFERENCE POST.  IT IS STAMPED
 SM1162'LARRABEE 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1162'
 SM1162'TO REACH FROM THE POST OFFICE IN GRACE CITY, GO W ON THE MAIN
 SM1162'GRAVEL ROAD FOR 0.7 MILE AND TURN LEFT, S, ON A T-ROAD, GO
 SM1162'2.7 MILES AND TURN RIGHT, W, ON A FARM LANE, GO W AND SW FOR
 SM1162'0.5 MILE TO A FARMYARD AND TURN RIGHT, N, THROUGH A WIRE
 SM1162'GATE, FOLLOW THE DIM TRACKS NW AND THEN NE FOR 0.35 MILE TO THE
 SM1162'TOP OF A BALD HILL AND THE STATION.
 SM1162'
 SM1162'OBSERVATIONS WERE TAKEN FROM A 24-FOOT TOWER.
 SM1162'
 SM1162'A 24-FOOT SIGNAL AT MC HENRY IS VISIBLE FROM THE GROUND.
 SM1162'
 SM1162'A 64-FOOT SIGNAL AT GLENFIELD IS VISIBLE FROM THE GROUND.
 SM1162'
 SM1162'A 24-FOOT SIGNAL AT HAVEN IS VISIBLE FROM THE GROUND.
 SM1162'
 SM1162'A 77-FOOT SIGNAL AT ROSEHILL IS VISIBLE FROM THE GROUND.
 SM1162'
 SM1162'A 37-FOOT SIGNAL AT NORDMORE IS VISIBLE FROM THE GROUND.
 SM1162'
 SM1162'DISTANCES AND DIRECTIONS TAKEN IN 1941.
 SM1162
 SM1162                          STATION RECOVERY (1948)
 SM1162
 SM1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SM1162'STATION RECOVERED IN GOOD CONDITION.  STAMPED LARRABEE 1934.
 SM1162
 SM1162                          STATION RECOVERY (1960)
 SM1162
 SM1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1162'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 SM1162'MARKS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN
 SM1162'DESTROYED BY ROAD IMPROVEMENT.
 SM1162'
 SM1162'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 SM1162'FOR RECOVERY.
 SM1162
 SM1162                          STATION RECOVERY (1967)
 SM1162
 SM1162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1162'STATION WAS RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE
 SM1162'AZIMUTH MARK ARE IN GOOD CONDITION.
 SM1162'
 SM1162'THE AZIMUTH MARK WAS FOUND LYING ON TOP OF THE GROUND.  A NEW
 SM1162'AZIMUTH MARK HAS BEEN ESTABLISHED.
 SM1162'
 SM1162'A SLIGHT DIFFERENCE WAS NOTED IN THE MEASURED DISTANCE TO
 SM1162'REFERENCE MARKS NUMBERS 1 AND 2, BUT THE HORIZONTAL ANGLE TO THE
 SM1162'REFERENCE MARKS CHECKED ADEQUATELY.
 SM1162'
 SM1162'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A
 SM1162'MR. IRVIN TOPP.
 SM1162'
 SM1162'STATION IS REACHED FROM THE POST OFFICE IN GRACE CITY.  GO WEST
 SM1162'AND SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO A RAILROAD
 SM1162'CROSSING.  CROSS THE TRACK AND CONTINUE SOUTH FOR 0.05 MILE TO AN
 SM1162'EAST-WEST GRAVELED ROAD.  TURN RIGHT AND GO WEST ON THE GRAVELED
 SM1162'ROAD FOR 0.45 MILE TO THE JUNCTION WITH A NORTH-SOUTH GRAVELED
 SM1162'ROAD.  TURN LEFT AND GO SOUTH ON THE ROAD FOR 1.05 MILE TO A
 SM1162'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.75 MILE
 SM1162'TO THE HOME OF MR. ERVIN TOPP, ON THE RIGHT.  CONTINUE WEST,
 SM1162'ON ROAD FOR 0.25 MILE TO A NORTH-SOUTH CROSS ROAD.  (TURN
 SM1162'RIGHT AND GO NORTH ON ROAD FOR 0.2 MILE TO THE MARK ON LEFT, WEST
 SM1162'SIDE OF THE ROAD).  CONTINUE WEST AND SOUTHWEST ON A TRACK ROAD
 SM1162'FOR 0.65 MILE TO A FENCE CORNER AND A WIND MILL.  PASS
 SM1162'THROUGH THE GATE AND CONTINUE WEST, ALONG THE NORTH SIDE OF AN
 SM1162'EAST-WEST FENCELINE FOR 0.2 MILE, THENCE RIGHT, NORTHERLY UPHILL
 SM1162'TO THE HIGHEST POINT OF THE HILL AND STATION MARK.
 SM1162'
 SM1162'STATION MARK DISK IS STAMPED LARRABEE 1934 AND THE MARK PROJECTS
 SM1162'ABOUT 6 INCHES.
 SM1162'
 SM1162'REFERENCE MARK NUMBER 1 DISK IS STAMPED LARRABEE NO 1 1934 AND
 SM1162'THE MARK PROJECTS ABOUT 7 INCHES.
 SM1162'
 SM1162'REFERENCE MARK NUMBER 2 DISK IS STAMPED LARRABEE NO 2 1934 AND
 SM1162'THE MARK PROJECTS ABOUT 8 INCHES.
 SM1162'
 SM1162'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED LARRABEE
 SM1162'1934 AZ 2 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 SM1162'PROJECTS ABOUT 3 INCHES.  MARK IS 46 FEET WEST OF THE
 SM1162'APPROXIMATE CENTER OF A TRACK ROAD, 27.6 FEET NORTH OF A TELEPHONE
 SM1162'LINE POLE, 3.0 FEET NORTH OF A METAL WITNESS POST AND 1.0 FEET
 SM1162'EAST OF A NORTH-SOUTH FENCE LINE.
 SM1162'
 SM1162'HEIGHT OF LIGHT ABOVE STATION MARK 14.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1803 ***********************************************************************
 TF1803  DESIGNATION -  LARSON
 TF1803  PID         -  TF1803
 TF1803  STATE/COUNTY-  ND/WARD
 TF1803  USGS QUAD   -  MINOT (1979)
 TF1803
 TF1803                         *CURRENT SURVEY CONTROL
 TF1803  ___________________________________________________________________
 TF1803* NAD 83(1996)-  48 10 03.61873(N)    101 17 46.00553(W)     ADJUSTED  
 TF1803* NAVD 88     -       541.433  (meters)    1776.35   (feet)  ADJUSTED  
 TF1803  ___________________________________________________________________
 TF1803  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 TF1803  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1803  DYNAMIC HT  -         541.517 (meters)    1776.63  (feet)  COMP
 TF1803  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 TF1803
 TF1803  HORZ ORDER  -  FIRST
 TF1803  VERT ORDER  -  FIRST     CLASS II
 TF1803
 TF1803.The horizontal coordinates were established by classical geodetic methods
 TF1803.and adjusted by the National Geodetic Survey in January 1998..
 TF1803
 TF1803.The orthometric height was determined by differential leveling
 TF1803.and adjusted by the National Geodetic Survey in June 1991..
 TF1803
 TF1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1803
 TF1803.The geoid height was determined by GEOID03.
 TF1803
 TF1803.The dynamic height is computed by dividing the NAVD 88
 TF1803.geopotential number by the normal gravity value computed on the
 TF1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1803.degrees latitude (g = 980.6199 gals.).
 TF1803
 TF1803.The modeled gravity was interpolated from observed gravity values.
 TF1803
 TF1803;                    North         East     Units Scale Factor Converg.
 TF1803;SPC ND N     -   130,129.287   540,787.370   MT  0.99993689   -0 35 32.7
 TF1803;SPC ND N     -   426,933.36  1,774,236.78   iFT  0.99993689   -0 35 32.7
 TF1803;UTM  14      - 5,337,485.983   329,281.059   MT  0.99995812   -1 42 40.5
 TF1803
 TF1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1803!SPC ND N     -   0.99991832  x   0.99993689  =   0.99985522
 TF1803!UTM  14      -   0.99991832  x   0.99995812  =   0.99987645
 TF1803
 TF1803:                Primary Azimuth Mark                     Grid Az
 TF1803:SPC ND N     -  LARSON AZ MK                             002 29 47.7
 TF1803:UTM  14      -  LARSON AZ MK                             003 36 55.5
 TF1803
 TF1803|---------------------------------------------------------------------|
 TF1803| PID    Reference Object                     Distance      Geod. Az  |
 TF1803|                                                           dddmmss.s |
 TF1803| CQ7975 LARSON AZ MK                                       0015415.0 |
 TF1803| TF2152 MINOT MUNICIPAL TANK                APPROX. 6.6 KM 0051659.1 |
 TF1803| TF1804 LARSON RM 1                          27.338 METERS 17855     |
 TF1803| TF2162 SARON LUTHERAN CHURCH SPIRE         APPROX. 8.3 KM 1911813.2 |
 TF1803| TF1065 H 217 RESET                          38.252 METERS 20858     |
 TF1803| TF2172 GETESMANE SK EVAN LUTH CHURCH       APPROX. 9.8 KM 2610115.8 |
 TF1803| TF1805 LARSON RM 2                          32.370 METERS 26801     |
 TF1803| TF1802 LARSON AZ MK RESET                                 2702433.8 |
 TF1803|---------------------------------------------------------------------|
 TF1803
 TF1803                          SUPERSEDED SURVEY CONTROL
 TF1803
 TF1803  NAD 83(1986)-  48 10 03.61875(N)    101 17 46.00338(W) AD(       ) 1
 TF1803  NAD 27      -  48 10 03.57800(N)    101 17 44.41700(W) AD(       ) 1
 TF1803
 TF1803.Superseded values are not recommended for survey control.
 TF1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1803.See file dsdata.txt to determine how the superseded data were derived.
 TF1803
 TF1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2928137486(NAD 83)
 TF1803_MARKER: DS = TRIANGULATION STATION DISK
 TF1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1803_SP_SET: CONCRETE POST
 TF1803_STAMPING: LARSON 1946
 TF1803_MARK LOGO: CGS   
 TF1803_PROJECTION: FLUSH
 TF1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1803+STABILITY: SURFACE MOTION
 TF1803
 TF1803  HISTORY     - Date     Condition        Report By
 TF1803  HISTORY     - 1946     MONUMENTED       CGS
 TF1803  HISTORY     - 1954     MARK NOT FOUND   CGS
 TF1803  HISTORY     - 1964     GOOD             CGS
 TF1803  HISTORY     - 1982     GOOD             NGS
 TF1803  HISTORY     - 1982     GOOD             NGS
 TF1803
 TF1803                          STATION DESCRIPTION
 TF1803
 TF1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF1803'THE STATION IS LOCATED ON THE NORTH SIDE OF LARSON COULEE
 TF1803'ABOUT 5 MILES SOUTH OF MINOT, 50 FEET WEST OF THE CENTERLINE
 TF1803'OF U.S. HIGHWAY 83, 53 FEET SOUTH OF THE CENTERLINE OF GRAVEL
 TF1803'ROAD, 14 FEET EAST-NORTHEAST OF FENCE CORNER AND 7 FEET WEST
 TF1803'OF WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 TF1803'STAMPED LARSON 1946.
 TF1803'
 TF1803'REFERENCE MARK NO. 1 IS 89.69 FEET SOUTH OF THE STATION, 54
 TF1803'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND 1 FOOT
 TF1803'EAST OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 TF1803'STAMPED LARSON NO 1 1946.
 TF1803'
 TF1803'REFERENCE MARK NO. 2 IS 106.20 FEET WEST OF THE STATION, 58
 TF1803'FEET SOUTH OF THE CENTERLINE OF GRADED ROAD AND 2 FEET NORTH
 TF1803'OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TF1803'LARSON NO 2 1946.
 TF1803'
 TF1803'THE AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 55 FEET
 TF1803'EAST OF THE CENTERLINE OF U.S. HIGHWAY 83, 17 FEET SOUTH
 TF1803'OF CENTERLINE OF DRIVEWAY, 7 FEET SOUTH OF FENCE CORNER AND
 TF1803'6 FEET NORTH OF WITNESS POST.  THE MARK PROJECTS 2 INCHES
 TF1803'AND THE DISK IS STAMPED LARSON 1946.
 TF1803'
 TF1803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83,
 TF1803'52 AND 2 IN THE WEST PART OF MINOT, GO SOUTH ON U.S. HIGHWAY
 TF1803'83 FOR 4.5 MILES TO CROSSROADS AND THE STATION IN THE SOUTHWEST
 TF1803'CORNER OF THE INTERSECTION.
 TF1803'
 TF1803'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON
 TF1803'U.S. HIGHWAY 83 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TF1803'
 TF1803'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TF1803
 TF1803                          STATION RECOVERY (1954)
 TF1803
 TF1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF1803'A SEARCH OF ABOUT 1/2 HOUR WAS MADE FOR THE STATION AND REFERENCE
 TF1803'MARKS BUT THEY WERE NOT FOUND.  THE AZIMUTH MARK WAS RECOVERED
 TF1803'IN GOOD CONDITION AS DESCRIBED.  U.S. HWY 83 HAS BEEN WIDENED
 TF1803'AND DITCHED AT THE SITE AND IT IS BELEIVED THAT THE STATION
 TF1803'AND REFERENCE MARKS HAVE BEEN DESTROYED.
 TF1803
 TF1803                          STATION RECOVERY (1964)
 TF1803
 TF1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 TF1803'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 TF1803'THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY CONSTRUCTION SO A
 TF1803'NEW MARK WAS SET.  THE ORIGINAL AZIMUTH MARK WAS NOT VISABLE
 TF1803'FROM THE GROUND AT THE STATION SO THE NEW MARK WAS RESET
 TF1803'TO WEST OF THE STATION.
 TF1803'
 TF1803'THE STATION IS ON THE NORTH SIDE OF LARSON COULEE AND ABOUT
 TF1803'5 MILES SOUTH OF MINOT.  THE HIGHWAY IS BEING MOVED TO THE
 TF1803'EAST NEAR THE STATION AND THE STATION MARK IS NEAR THE EDGE
 TF1803'OF THE WEST RIGHT OF WAY.  A METAL WITNESS POST WAS SET ABOUT
 TF1803'1 FOOT NORTH OF THE STATION MARK.
 TF1803'
 TF1803'R.M. NO. 1 IS ALSO AT THE WEST EDGE OF THE NEW RIGHT OF WAY
 TF1803'OF HIGHWAY.  AN IRON POST WAS DRIVEN IN THE GROUND ABOUT 1
 TF1803'FOOT SOUTH OF THIS MARK.
 TF1803'
 TF1803'BENCH MARK H 217 RESET 1964 IS SOUTHWEST OF THE STATION,
 TF1803'ABOUT 200 FEET WEST OF THE CENTER OF DUAL HIGHWAY, ABOUT
 TF1803'160 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD, 3 FEET NORTHEAST
 TF1803'OF A TELEPHONE POLE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 TF1803'
 TF1803'R.M. NO. 2 IS IN THE PASTURE TO THE WEST OF THE STATION AND
 TF1803'IS ABOUT 58 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 TF1803'
 TF1803'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 40
 TF1803'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD, 2.5 FEET WEST
 TF1803'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.  MARK
 TF1803'PROJECTS 3 INCHES AND DISK IS STAMPED LARSON 1946 RESET 1964.
 TF1803'
 TF1803'TO REACH THE STATION FROM MINOT, FROM THE JUNCTION OF U.S.
 TF1803'HIGHWAY 83 AND U.S. 52 BYPASS ABOUT 1.5 MILE SOUTH OF CENTER
 TF1803'OF TOWN, GO SOUTH ON U.S. 83 FOR 3.0 MILES TO A SIDE ROAD
 TF1803'RIGHT AND STATION IN SOUTHWEST ANGLE OF INTERSECTION.
 TF1803
 TF1803                          STATION RECOVERY (1982)
 TF1803
 TF1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1803'7.1 KM (4.4 MI) SOUTH FROM MINOT.
 TF1803'7.1 KM (4.4 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE
 TF1803'IN MINOT, 38.3 METERS (125.7 FT) NORTHEAST OF BENCH MARK H 217 RESET
 TF1803'1964, 32.4 METERS (106.3 FT) EAST OF REFERENCE MARK 2, 30.5 METERS
 TF1803'(100.1 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 TF1803'HIGHWAY, 27.3 METERS (89.6 FT) NORTH OF REFERENCE MARK 1 AND 16.2
 TF1803'METERS (53.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST.
 TF1803'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1803'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TF1803
 TF1803                          STATION RECOVERY (1982)
 TF1803
 TF1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1802 ***********************************************************************
 TF1802  DESIGNATION -  LARSON AZ MK RESET
 TF1802  PID         -  TF1802
 TF1802  STATE/COUNTY-  ND/WARD
 TF1802  USGS QUAD   -  MINOT (1979)
 TF1802
 TF1802                         *CURRENT SURVEY CONTROL
 TF1802  ___________________________________________________________________
 TF1802* NAD 83(1986)-  48 10 03.     (N)    101 18 09.     (W)     SCALED    
 TF1802* NAVD 88     -       544.554  (meters)    1786.59   (feet)  ADJUSTED  
 TF1802  ___________________________________________________________________
 TF1802  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 TF1802  DYNAMIC HT  -         544.639 (meters)    1786.87  (feet)  COMP
 TF1802  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 TF1802
 TF1802  VERT ORDER  -  FIRST     CLASS II
 TF1802
 TF1802.The horizontal coordinates were scaled from a topographic map and have
 TF1802.an estimated accuracy of +/- 6 seconds.
 TF1802
 TF1802.The orthometric height was determined by differential leveling
 TF1802.and adjusted by the National Geodetic Survey in June 1991..
 TF1802
 TF1802.The geoid height was determined by GEOID03.
 TF1802
 TF1802.The dynamic height is computed by dividing the NAVD 88
 TF1802.geopotential number by the normal gravity value computed on the
 TF1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1802.degrees latitude (g = 980.6199 gals.).
 TF1802
 TF1802.The modeled gravity was interpolated from observed gravity values.
 TF1802
 TF1802;                    North         East    Units  Estimated Accuracy
 TF1802;SPC ND N     -   130,120.      540,310.      MT  (+/- 180 meters Scaled)
 TF1802
 TF1802                          SUPERSEDED SURVEY CONTROL
 TF1802
 TF1802.No superseded survey control is available for this station.
 TF1802
 TF1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU288374(NAD 83)
 TF1802_MARKER: DZ = AZIMUTH MARK DISK
 TF1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1802_SP_SET: CONCRETE POST
 TF1802_STAMPING: LARSON 1946 RESET 1964
 TF1802_MARK LOGO: CGS   
 TF1802_PROJECTION: PROJECTING 5 CENTIMETERS
 TF1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1802+STABILITY: SURFACE MOTION
 TF1802
 TF1802  HISTORY     - Date     Condition        Report By
 TF1802  HISTORY     - 1964     MONUMENTED       CGS
 TF1802  HISTORY     - 1982     GOOD             NGS
 TF1802
 TF1802                          STATION DESCRIPTION
 TF1802
 TF1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1802'7.6 KM (4.7 MI) SOUTH FROM MINOT.
 TF1802'7.1 KM (4.4 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE
 TF1802'IN MINOT, THENCE 0.5 KM (0.3 MI) WEST ALONG A GRAVELED ROAD, 12.2
 TF1802'METERS (40.0 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.3 METER (1.0
 TF1802'FT) NORTH OF A FENCE.
 TF1802'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 TF1802'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1804 ***********************************************************************
 TF1804  DESIGNATION -  LARSON RM 1
 TF1804  PID         -  TF1804
 TF1804  STATE/COUNTY-  ND/WARD
 TF1804  USGS QUAD   -  MINOT (1979)
 TF1804
 TF1804                         *CURRENT SURVEY CONTROL
 TF1804  ___________________________________________________________________
 TF1804* NAD 83(1986)-  48 10 01.     (N)    101 17 47.     (W)     SCALED    
 TF1804* NAVD 88     -       541.381  (meters)    1776.18   (feet)  ADJUSTED  
 TF1804  ___________________________________________________________________
 TF1804  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1804  DYNAMIC HT  -         541.465 (meters)    1776.46  (feet)  COMP
 TF1804  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 TF1804
 TF1804  VERT ORDER  -  FIRST     CLASS II
 TF1804
 TF1804.The horizontal coordinates were scaled from a topographic map and have
 TF1804.an estimated accuracy of +/- 6 seconds.
 TF1804
 TF1804.The orthometric height was determined by differential leveling
 TF1804.and adjusted by the National Geodetic Survey in June 1991..
 TF1804
 TF1804.The geoid height was determined by GEOID03.
 TF1804
 TF1804.The dynamic height is computed by dividing the NAVD 88
 TF1804.geopotential number by the normal gravity value computed on the
 TF1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1804.degrees latitude (g = 980.6199 gals.).
 TF1804
 TF1804.The modeled gravity was interpolated from observed gravity values.
 TF1804
 TF1804;                    North         East    Units  Estimated Accuracy
 TF1804;SPC ND N     -   130,050.      540,770.      MT  (+/- 180 meters Scaled)
 TF1804
 TF1804                          SUPERSEDED SURVEY CONTROL
 TF1804
 TF1804.No superseded survey control is available for this station.
 TF1804
 TF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU292374(NAD 83)
 TF1804_MARKER: DR = REFERENCE MARK DISK
 TF1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1804_SP_SET: CONCRETE POST
 TF1804_STAMPING: LARSON NO 1 1946
 TF1804_MARK LOGO: CGS   
 TF1804_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1804+STABILITY: SURFACE MOTION
 TF1804
 TF1804  HISTORY     - Date     Condition        Report By
 TF1804  HISTORY     - 1946     MONUMENTED       CGS
 TF1804  HISTORY     - 1982     GOOD             NGS
 TF1804  HISTORY     - 1982     GOOD             NGS
 TF1804
 TF1804                          STATION DESCRIPTION
 TF1804
 TF1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1804'7.1 KM (4.4 MI) SOUTH FROM MINOT.
 TF1804'7.1 KM (4.4 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE
 TF1804'IN MINOT, 43.5 METERS (142.7 FT) SOUTH OF THE CENTER OF A GRAVELED
 TF1804'ROAD LEADING WEST, 30.5 METERS (100.1 FT) WEST OF THE CENTERLINE OF
 TF1804'THE SOUTH BOUND LANES OF THE HIGHWAY AND 27.3 METERS (89.6 FT) SOUTH
 TF1804'OF THE STATION MARK.
 TF1804'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TF1804'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TF1804
 TF1804                          STATION RECOVERY (1982)
 TF1804
 TF1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1805 ***********************************************************************
 TF1805  DESIGNATION -  LARSON RM 2
 TF1805  PID         -  TF1805
 TF1805  STATE/COUNTY-  ND/WARD
 TF1805  USGS QUAD   -  MINOT (1979)
 TF1805
 TF1805                         *CURRENT SURVEY CONTROL
 TF1805  ___________________________________________________________________
 TF1805* NAD 83(1986)-  48 10 02.     (N)    101 17 48.     (W)     SCALED    
 TF1805* NAVD 88     -       541.397  (meters)    1776.23   (feet)  ADJUSTED  
 TF1805  ___________________________________________________________________
 TF1805  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 TF1805  DYNAMIC HT  -         541.481 (meters)    1776.51  (feet)  COMP
 TF1805  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 TF1805
 TF1805  VERT ORDER  -  FIRST     CLASS II
 TF1805
 TF1805.The horizontal coordinates were scaled from a topographic map and have
 TF1805.an estimated accuracy of +/- 6 seconds.
 TF1805
 TF1805.The orthometric height was determined by differential leveling
 TF1805.and adjusted by the National Geodetic Survey in June 1991..
 TF1805
 TF1805.The geoid height was determined by GEOID03.
 TF1805
 TF1805.The dynamic height is computed by dividing the NAVD 88
 TF1805.geopotential number by the normal gravity value computed on the
 TF1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1805.degrees latitude (g = 980.6199 gals.).
 TF1805
 TF1805.The modeled gravity was interpolated from observed gravity values.
 TF1805
 TF1805;                    North         East    Units  Estimated Accuracy
 TF1805;SPC ND N     -   130,080.      540,750.      MT  (+/- 180 meters Scaled)
 TF1805
 TF1805                          SUPERSEDED SURVEY CONTROL
 TF1805
 TF1805.No superseded survey control is available for this station.
 TF1805
 TF1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU292374(NAD 83)
 TF1805_MARKER: DR = REFERENCE MARK DISK
 TF1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1805_SP_SET: CONCRETE POST
 TF1805_STAMPING: LARSON NO 2 1946
 TF1805_MARK LOGO: CGS   
 TF1805_PROJECTION: PROJECTING 5 CENTIMETERS
 TF1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1805+STABILITY: SURFACE MOTION
 TF1805
 TF1805  HISTORY     - Date     Condition        Report By
 TF1805  HISTORY     - 1946     MONUMENTED       CGS
 TF1805  HISTORY     - 1982     GOOD             NGS
 TF1805  HISTORY     - 1982     GOOD             NGS
 TF1805
 TF1805                          STATION DESCRIPTION
 TF1805
 TF1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1805'7.1 KM (4.4 MI) SOUTH FROM MINOT.
 TF1805'7.1 KM (4.4 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE
 TF1805'IN MINOT, 62.9 METERS (206.4 FT) WEST OF THE CENTERLINE OF THE SOUTH
 TF1805'BOUND LANES OF THE HIGHWAY, 32.4 METERS (106.3 FT) WEST OF THE STATION
 TF1805'MARK AND 17.7 METERS (58.1 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 TF1805'LEADING WEST.
 TF1805'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1805'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TF1805
 TF1805                          STATION RECOVERY (1982)
 TF1805
 TF1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2225 ***********************************************************************
 TF2225  DESIGNATION -  LAST
 TF2225  PID         -  TF2225
 TF2225  STATE/COUNTY-  ND/WARD
 TF2225  USGS QUAD   -  TAGUS SE (1980)
 TF2225
 TF2225                         *CURRENT SURVEY CONTROL
 TF2225  ___________________________________________________________________
 TF2225* NAD 83(1996)-  48 18 35.75509(N)    101 50 11.14852(W)     ADJUSTED  
 TF2225* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 TF2225  ___________________________________________________________________
 TF2225  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 TF2225  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 TF2225
 TF2225  HORZ ORDER  -  SECOND
 TF2225
 TF2225.The horizontal coordinates were established by classical geodetic methods
 TF2225.and adjusted by the National Geodetic Survey in January 1998..
 TF2225
 TF2225.The orthometric height was scaled from a topographic map.
 TF2225
 TF2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2225
 TF2225.The geoid height was determined by GEOID03.
 TF2225
 TF2225;                    North         East     Units Scale Factor Converg.
 TF2225;SPC ND N     -   146,501.074   500,877.821   MT  0.99994356   -0 59 40.1
 TF2225;SPC ND N     -   480,646.57  1,643,299.94   iFT  0.99994356   -0 59 40.1
 TF2225;UTM  14      - 5,354,637.592   289,695.313   MT  1.00014345   -2 07 08.0
 TF2225
 TF2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2225!SPC ND N     -   0.99989543  x   0.99994356  =   0.99983900
 TF2225!UTM  14      -   0.99989543  x   1.00014345  =   1.00003887
 TF2225
 TF2225|---------------------------------------------------------------------|
 TF2225| PID    Reference Object                     Distance      Geod. Az  |
 TF2225|                                                           dddmmss.s |
 TF2225| CQ7978 LAST RM 1                            36.271 METERS 02037     |
 TF2225| CQ7977 LAST AZ MK RESET                                   0610925.2 |
 TF2225| CQ7976 LAST AZ MK                                         0610925.3 |
 TF2225| CQ7979 LAST RM 2                            48.055 METERS 16425     |
 TF2225|---------------------------------------------------------------------|
 TF2225
 TF2225                          SUPERSEDED SURVEY CONTROL
 TF2225
 TF2225  NAD 83(1986)-  48 18 35.75440(N)    101 50 11.14463(W) AD(       ) 2
 TF2225  NAD 27      -  48 18 35.71700(N)    101 50 09.55800(W) AD(       ) 2
 TF2225
 TF2225.Superseded values are not recommended for survey control.
 TF2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2225.See file dsdata.txt to determine how the superseded data were derived.
 TF2225
 TF2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU8969554638(NAD 83)
 TF2225_MARKER: DS = TRIANGULATION STATION DISK
 TF2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2225
 TF2225  HISTORY     - Date     Condition        Report By
 TF2225  HISTORY     - 1946     MONUMENTED       CGS
 TF2225  HISTORY     - 1956     GOOD             CGS
 TF2225  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TF2225  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TF2225
 TF2225                          STATION DESCRIPTION
 TF2225
 TF2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2225'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE TOWN OF
 TF2225'TAGUS AND ABOUT 5 MILES WEST OF THE TOWN OF BERTHOLD.  IT IS
 TF2225'ON A SMALL KNOLL ABOUT 0.2 MILE SOUTH OF U.S. HIGHWAY NO. 2
 TF2225'AND 47 FEET WEST OF THE EDGE OF OUT OF THE DITCH OF A MAIN
 TF2225'GRADED ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 TF2225'STAMPED LAST 1946.
 TF2225'
 TF2225'REFERENCE MARK NO. 1 IS 119.00 FEET NORTH-NORTHEAST OF THE
 TF2225'STATION, 6 FEET WEST OF THE EDGE OF OUT OF DITCH OF MAIN GRADED
 TF2225'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 TF2225'LAST NO 1 1946.
 TF2225'
 TF2225'REFERENCE MARK NO. 2 IS 157.66 FEET SOUTHEAST OF THE STATION,
 TF2225'4 FEET NORTHWEST OF A TELEPHONE POLE AND 3 FEET WEST OF THE
 TF2225'EDGE OF OUT OF DITCH OF MAIN GRADED ROAD.  THE MARK PROJECTS
 TF2225'ABOUT 4 INCHES AND THE DISK IS STAMPED LAST NO 2 1946.
 TF2225'
 TF2225'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTHEAST OF THE
 TF2225'STATION, 1 FOOT NORTH OF FENCE LINE, 2.5 FEET EAST OF A WHITE
 TF2225'WITNESS POST AND 37 FEET SOUTH OF THE CENTERLINE OF U.S.
 TF2225'HIGHWAY NO. 2.
 TF2225'
 TF2225'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MAIN
 TF2225'GRADED ROAD FOR 0.2 MILE TO U.S. HIGHWAY NO. 2.  THEN TURN
 TF2225'RIGHT AND GO EAST 0.2 MILE TO AZIMUTH ON RIGHT.
 TF2225'
 TF2225'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 TF2225'NO. 2 AND THE MAIN STREET OF THE TOWN OF TAGUS, GO SOUTHEAST
 TF2225'ON U.S. HIGHWAY NO. 2 FOR 6.7 MILES TO CROSSROADS.  THEN TURN
 TF2225'RIGHT AND GO SOUTH ON MAIN GRADED ROAD FOR 0.2 MILE TO STATION
 TF2225'ON RIGHT.
 TF2225'
 TF2225'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TF2225
 TF2225                          STATION RECOVERY (1956)
 TF2225
 TF2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 TF2225'STATION AND AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND
 TF2225'IN GOOD CONDITION.  BOTH REFERENCE MARKS HAD BEEN GRADED OUT
 TF2225'AND WERE FOUND LYING IN GRADER DITCH.  AT THE REQUEST OF THE
 TF2225'COUNTY ENGINEER THE AZIMUTH MARK WAS MOVED AS ROAD CONSTRUCTION
 TF2225'WOULD DESTROY IT IN ITS PRESENT LOCATION.  THE REFERENCE MARKS
 TF2225'WERE RESET AND THE AZIMUTH MARK WAS SET ON LINE TOWARD THE
 TF2225'STATION.
 TF2225'
 TF2225'REFERENCE MARK NO. 3 WAS SET 54.84 FEET NORTHEAST OF THE
 TF2225'STATION, 43.5 FEET WEST OF CENTERLINE OF ROAD AND 3 FEET SOUTH
 TF2225'OF A TELEPHONE POLE.  THE DISK IS STAMPED LAST NO 3 1946 AND
 TF2225'THE MARK PROJECTS 6 INCHES.
 TF2225'
 TF2225'REFERENCE MARK NO. 4 WAS SET 53.33 FEET EAST-SOUTHEAST OF
 TF2225'THE STATION, 42 FEET WEST OF THE CENTERLINE OF THE ROAD.
 TF2225'THE DISK IS STAMPED LAST NO 4 1946 AND THE MARK PROJECTS 6
 TF2225'INCHES.
 TF2225'
 TF2225'THE AZIMUTH MARK WAS SET 62.243 FEET SOUTHWEST OF THE ORIGINAL
 TF2225'MARK, 69 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY (OLD U.S.
 TF2225'2) AND 1-1/2 FEET EAST OF A WHITE WITNESS POST.  THE DISK IS
 TF2225'STAMPED LAST 1946 RESET 1956 AND THE MARK PROJECTS 2 INCHES.
 TF2225'
 TF2225'FOLLOWING IS A DESCRIPTION TO REACH STATION FROM BERTHOLD--
 TF2225'
 TF2225'FROM BERTHOLD, FROM FARMERS ELEVATOR JUST SOUTH OF RAILROAD,
 TF2225'GO WEST ON GRAVELED ROAD FOR 4.35 MILES TO THE AZIMUTH MARK
 TF2225'ON LEFT AS DESCRIBED, CONTINUE WEST FOR 0.2 MILE TO A SIDE ROAD
 TF2225'LEFT, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO TOP OF HILL AND
 TF2225'STATION ON RIGHT.
 TF2225
 TF2225                          STATION RECOVERY (1962)
 TF2225
 TF2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TF2225'THE STATION MARK WAS FOUND LYING IN THE DITCH ALONG THE SIDE
 TF2225'OF THE ROAD.  THE REFERENCE MARKS AND AZIMUTH MARK WERE FOUND
 TF2225'IN GOOD CONDITION AS DESCRIBED IN THE 1956 DESCRIPTION BY
 TF2225'H.J.S.  NO ATTEMPT WAS MADE TO SEARCH FOR THE UNDERGROUND MARK
 TF2225'AT THIS TIME, AS STATION IS NOT BEING USED IN THE NET-WORK.
 TF2225'
 TF2225'DESCRIPTION IS ADEQUATE.
 TF2225
 TF2225                          STATION RECOVERY (1966)
 TF2225
 TF2225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF2225'THE SURFACE STATION MARK HAD BEEN DESTROYED.  THE UNDERGROUND
 TF2225'MARK, R.M. NO. 3 AND THE AZIMUTH MARK RECOVERED AND FOUND IN
 TF2225'GOOD CONDITION.  THE UNDERGROUND MARK WAS LOWERED VERTICALLY
 TF2225'AND THE SURFACE MARK WAS SET OVER THE UNDERGROUND MARK.  ONE
 TF2225'NEW REFERENCE MARK WAS ESTABLISHED.
 TF2225'
 TF2225'TO REACH FROM BERTHOLD, FROM THE POST OFFICE, GO SOUTH FOR
 TF2225'0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND GO WEST FOR 4.3
 TF2225'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.3
 TF2225'MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.2 MILE TO
 TF2225'STATION ON RIGHT.
 TF2225'
 TF2225'THE STATION MARK IS 85 FEET WEST OF THE CENTERLINE OF THE ROAD
 TF2225'AND 18 INCHES BELOW SURFACE OF THE GROUND.  BOTH SURFACE AND
 TF2225'UNDERGROUND MARKS WERE STAMPED LAST 1946 1966.
 TF2225'
 TF2225'R.M. NO. 3 IS 47 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 TF2225'2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE
 TF2225'DISK IS STAMPED LAST NO 3 1946.
 TF2225'
 TF2225'R.M. NO. 5 IS 43 FEET WEST OF THE CENTERLINE OF THE ROAD AND
 TF2225'1.5 FEET NORTH OF A METAL WITNESS POST.  THE MARK IS FLUSH
 TF2225'AND THE DISK IS STAMPED LAST NO 5 1946 1966.
 TF2225'
 TF2225'THE AZIMUTH MARK IS 0.2 MILE NORTH AND 0.3 MILE EAST OF THE
 TF2225'STATION, 69 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 13
 TF2225'FEET SOUTH OF A METAL WITNESS POST SET IN EAST-WEST FENCE LINE.
 TF2225'THE MARK IS FLUSH AND THE DISK IS STAMPED LAST 1946 RESET 1956.
 TF2225'
 TF2225'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 5 IS 79.23 FT 24.145 M.
 TF2225'
 TF2225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 TF2225'WEST OF BERTHOLD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2069 ***********************************************************************
 TE2069  DESIGNATION -  LAUGH
 TE2069  PID         -  TE2069
 TE2069  STATE/COUNTY-  ND/TOWNER
 TE2069  USGS QUAD   -  ROLLA (1970)
 TE2069
 TE2069                         *CURRENT SURVEY CONTROL
 TE2069  ___________________________________________________________________
 TE2069* NAD 83(1996)-  48 51 47.71843(N)    099 31 05.99481(W)     ADJUSTED  
 TE2069* NAVD 88     -       538.1    (meters)    1765.     (feet)  VERTCON   
 TE2069  ___________________________________________________________________
 TE2069  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 TE2069  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TE2069
 TE2069  HORZ ORDER  -  SECOND
 TE2069
 TE2069.The horizontal coordinates were established by classical geodetic methods
 TE2069.and adjusted by the National Geodetic Survey in January 1998..
 TE2069
 TE2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2069
 TE2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2069
 TE2069.The geoid height was determined by GEOID03.
 TE2069
 TE2069;                    North         East     Units Scale Factor Converg.
 TE2069;SPC ND N     -   207,629.121   672,026.942   MT  1.00002836   +0 43 49.8
 TE2069;SPC ND N     -   681,197.90  2,204,812.80   iFT  1.00002836   +0 43 49.8
 TE2069;UTM  14      - 5,412,384.192   461,984.287   MT  0.99961775   -0 23 25.4
 TE2069
 TE2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2069!SPC ND N     -   0.99991917  x   1.00002836  =   0.99994752
 TE2069!UTM  14      -   0.99991917  x   0.99961775  =   0.99953695
 TE2069
 TE2069|---------------------------------------------------------------------|
 TE2069| PID    Reference Object                     Distance      Geod. Az  |
 TE2069|                                                           dddmmss.s |
 TE2069| CO7079 LAUGH RM 1                           18.580 METERS 09039     |
 TE2069| CO7080 LAUGH RM 2                           32.200 METERS 26907     |
 TE2069| TE2072 ROLLA MUNICIPAL WATER TANK          APPROX. 7.2 KM 2695120.4 |
 TE2069|---------------------------------------------------------------------|
 TE2069
 TE2069                          SUPERSEDED SURVEY CONTROL
 TE2069
 TE2069  NAD 83(1986)-  48 51 47.71881(N)    099 31 05.97187(W) AD(       ) 2
 TE2069  NAD 27      -  48 51 47.69566(N)    099 31 04.44671(W) AD(       ) 2
 TE2069  NGVD 29 (07/19/86)  537.7    (m)         1764.     (f) VERT ANG       
 TE2069
 TE2069.Superseded values are not recommended for survey control.
 TE2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2069.See file dsdata.txt to determine how the superseded data were derived.
 TE2069
 TE2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV6198412384(NAD 83)
 TE2069_MARKER: DD = SURVEY DISK
 TE2069_SETTING: 0 = UNSPECIFIED SETTING
 TE2069
 TE2069  HISTORY     - Date     Condition        Report By
 TE2069  HISTORY     - 1968     MONUMENTED       USGS
 TE2069
 TE2069                          STATION DESCRIPTION
 TE2069
 TE2069'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2069'THE STATION IS ABOUT 4.5 MI E. OF ROLLA, NEAR THE W. SIXTEENTH
 TE2069'COR. BETWEEN SECS. 7 AND 18, T. 162 N., R. 68 W., 101 FT N. OF
 TE2069'CENTER OF STATE HWY. 5 ON TOP OF SMALL GRASSY KNOLL, IT IS THE
 TE2069'HIGHEST KNOLL IN VICINITY.
 TE2069'
 TE2069'TO REACH FROM THE INTERSECTION OF STATE HWYS. 5 AND 30, ON THE W.
 TE2069'EDGE OF ROLLA, GO E. ON STATE HWY. S. FOR 4.5 MI TO A CROSSROADS,
 TE2069'CONTINUE E. FOR 0.3 MI TO SMALL GRASSY KNOLL AND THE STATION ON
 TE2069'THE LEFT.
 TE2069'
 TE2069'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2069'ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG, FILLED WITH GRAVEL TO
 TE2069'WITHIN 1 IN. OF CAP, STAMPED ET LAUGH 1968, 101 FT N. AND 192 FT E.
 TE2069'OF CENTER OF HWY. AT FIELD ENTRANCE N., 3 FT S. AND 45 FT E. OF
 TE2069'POWER LINE POLE, 2.6 FT S. OF USGS WITNESS POST.  IT IS FLUSH
 TE2069'WITH THE GROUND.
 TE2069'
 TE2069'REFERENCE MARK NO. 1 IS E. OF STATION, A STANDARD TABLET CRIMPED
 TE2069'ON 1/2 IN. COPPER COATED ROD, SET IN 6 IN. DIAMETER TILE FILLED WITH
 TE2069'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED LAUGH NO 1 1968, 100 FT N.
 TE2069'OF CENTER OF HIGHWAY, IT IS FLUSH WITH THE GROUND.
 TE2069'
 TE2069'REFERENCE MARK NO. 2 IS W. OF STATION, A STANDARD TABLET CRIMPED ON
 TE2069'1/2 IN. COPPER COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG
 TE2069'FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED LAUGH NO 2
 TE2069'1968, 100 FT N. AND 147 FT E. OF CENTER OF HWY. AT FIELD ENTRANCE
 TE2069'N., 3.0 FT S. OF POWERLINE POLE AND IS FLUSH WITH THE GROUND.
 TE2069'
 TE2069'NO AZIMUTH MARK SET.
 TE2069'REFERENCE AZIMUTH USED - ROLLA MWT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0843 ***********************************************************************
 QS0843  DESIGNATION -  LEAFON
 QS0843  PID         -  QS0843
 QS0843  STATE/COUNTY-  ND/SIOUX
 QS0843  USGS QUAD   -  TATANKA LAKE (1972)
 QS0843
 QS0843                         *CURRENT SURVEY CONTROL
 QS0843  ___________________________________________________________________
 QS0843* NAD 83(1996)-  45 59 20.19126(N)    101 12 23.03031(W)     ADJUSTED  
 QS0843* NAVD 88     -       748.8    (meters)    2457.     (feet)  VERTCON   
 QS0843  ___________________________________________________________________
 QS0843  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 QS0843  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 QS0843
 QS0843  HORZ ORDER  -  FIRST
 QS0843
 QS0843.The horizontal coordinates were established by classical geodetic methods
 QS0843.and adjusted by the National Geodetic Survey in January 1998..
 QS0843
 QS0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 QS0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QS0843
 QS0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 QS0843
 QS0843.The geoid height was determined by GEOID03.
 QS0843
 QS0843;                    North         East     Units Scale Factor Converg.
 QS0843;SPC ND S     -    36,069.567   545,267.571   MT  1.00004388   -0 30 54.8
 QS0843;SPC ND S     -   118,338.47  1,788,935.60   iFT  1.00004388   -0 30 54.8
 QS0843;SPC SD N     -   240,249.535   506,526.473   MT  1.00007336   -0 51 13.7
 QS0843;SPC SD N     -   788,218.68  1,661,828.94   sFT  1.00007336   -0 51 13.7
 QS0843;UTM  14      - 5,095,185.772   329,120.922   MT  0.99995897   -1 35 14.0
 QS0843
 QS0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QS0843!SPC ND S     -   0.99988586  x   1.00004388  =   0.99992973
 QS0843!SPC SD N     -   0.99988586  x   1.00007336  =   0.99995921
 QS0843!UTM  14      -   0.99988586  x   0.99995897  =   0.99984483
 QS0843
 QS0843:                Primary Azimuth Mark                     Grid Az
 QS0843:SPC ND S     -  WALKER W LUMBER GRN ELEV S GAB           134 47 31.1
 QS0843:SPC SD N     -  WALKER W LUMBER GRN ELEV S GAB           135 07 50.0
 QS0843:UTM  14      -  WALKER W LUMBER GRN ELEV S GAB           135 51 50.3
 QS0843
 QS0843|---------------------------------------------------------------------|
 QS0843| PID    Reference Object                     Distance      Geod. Az  |
 QS0843|                                                           dddmmss.s |
 QS0843| QS0836 WALKER W LUMBER GRN ELEV S GAB      APPROX.12.5 KM 1341636.3 |
 QS0843| CQ7984 LEAFON RM 1                          13.838 METERS 15151     |
 QS0843| CQ7983 LEAFON AZ MK                                       2014342.3 |
 QS0843| QS0857 MCINTOSH MUNICIPAL TANK             APPROX.13.4 KM 2363154.0 |
 QS0843| QS0856 MCINTOSH ST BONAVENTURE CH          APPROX.13.5 KM 2363525.2 |
 QS0843| CQ7985 LEAFON RM 2                          16.703 METERS 28656     |
 QS0843|---------------------------------------------------------------------|
 QS0843
 QS0843                          SUPERSEDED SURVEY CONTROL
 QS0843
 QS0843  NAD 83(1986)-  45 59 20.18290(N)    101 12 23.02669(W) AD(       ) 1
 QS0843  NAD 27      -  45 59 20.17300(N)    101 12 21.56400(W) AD(       ) 1
 QS0843  NGVD 29 (07/19/86)  748.3    (m)         2455.     (f) VERT ANG       
 QS0843
 QS0843.Superseded values are not recommended for survey control.
 QS0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0843.See file dsdata.txt to determine how the superseded data were derived.
 QS0843
 QS0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR2912195186(NAD 83)
 QS0843_MARKER: DS = TRIANGULATION STATION DISK
 QS0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0843
 QS0843  HISTORY     - Date     Condition        Report By
 QS0843  HISTORY     - 1934     MONUMENTED       CGS
 QS0843  HISTORY     - 1952     GOOD             CGS
 QS0843  HISTORY     - 1959     GOOD             CGS
 QS0843
 QS0843                          STATION DESCRIPTION
 QS0843
 QS0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QS0843'STATION IS LOCATED ABOUT 9 MILES NE OF MC INTOSH, SOUTH
 QS0843'DAKOTA, AND 3 MILES N OF NORTH DAKOTA-SOUTH DAKOTA BOUNDARY,
 QS0843'IN SW 1/4 OF SEC. 16, T 129 N, R 84 W, ON THE MOST NORTHERLY
 QS0843'AND MOST PROMINENT OF THREE HILLS WHICH SLOPES SHARPLY TO THE
 QS0843'N, E AND W AND THE BACKBONE OF WHICH RUNS NW AND SE LOCALLY
 QS0843'KNOWN AS LEAF-ON-HILL.
 QS0843'
 QS0843'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QS0843'BRONZE DISKS SET IN CONCRETE.
 QS0843'
 QS0843'REFERENCE MARK NO. 1 IS 13.383 METERS (43.91 FEET) SSE OF
 QS0843'STATION SET ALONG BACKBONE OF HILL.
 QS0843'
 QS0843'REFERENCE MARK NO. 2 IS 16.712 METERS (54.83 FEET) NW OF
 QS0843'STATION SET AT EDGE OF NW SLOPE OF HILL.
 QS0843'
 QS0843'AZIMUTH MARK IS ABOUT 0.45 MILE SSW OF STATION ON THE E SLOPE
 QS0843'OF THE MOST SOUTHERLY OF THE THREE HILLS MENTIONED ABOVE.
 QS0843'REACHED FROM STATION BY GOING DUE S ACROSS PASTURE 0.1 MILE
 QS0843'TO PRAIRIE ROAD, THENCE W 0.15 MILE TO CROSSROAD, THENCE S
 QS0843'0.3 MILE TO MARK WHICH IS 40 FEET W OF ROAD.
 QS0843'
 QS0843'STATION IS REACHED FROM MC INTOSH BY GOING N FROM POST OFFICE
 QS0843'0.1 MILE ON U.S. HIGHWAY 12, THENCE E ON HIGHWAY 12 0.6 MILE
 QS0843'TO JUNCTION WITH STATE HIGHWAY 65, THENCE N ON HIGHWAY 65
 QS0843'FOR 5.3 MILES TO DIRT ROAD E WITH A SIGN SELFRIDGE 23 MILES.
 QS0843'GO E 4.0 MILES AND CONTINUE E ON PRAIRIE ROAD 2.0 MILES WHERE
 QS0843'MAIN ROAD TURNS N, THENCE STRAIGHT S ON PRAIRIE ROAD 1.0 MILE
 QS0843'TO CROSSROADS.  STATION IS 0.2 MILE DUE NE FROM CROSSROADS
 QS0843'ON TOP OF HILL.
 QS0843'
 QS0843'HEIGHT OF LIGHT ABOVE STATION MARK - 2.3 METERS.
 QS0843
 QS0843                          STATION RECOVERY (1952)
 QS0843
 QS0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 QS0843'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 QS0843'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 QS0843
 QS0843                          STATION RECOVERY (1959)
 QS0843
 QS0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QS0843'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QS0843'CONDITION.
 QS0843'
 QS0843'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM SELFRIDGE--
 QS0843'
 QS0843'TO REACH FROM SELFRIDGE, FROM THE POST OFFICE, GO WEST FOR
 QS0843'0.25 MILE, TURN RIGHT AND GO NORTH FOR 0.25 MILE, TURN LEFT
 QS0843'AND GO WEST ON MAIN ROAD FOR 10.6 MILES TO A SIDE ROAD LEFT,
 QS0843'TURN LEFT AND GO SOUTH FOR 5.1 MILES TO CROSSROADS, TURN RIGHT
 QS0843'AND GO WEST FOR 3.0 MILES TO CROSSROADS AT A SCHOOLHOUSE IN
 QS0843'THE NORTHEAST ANGLE, TURN RIGHT AND GO NORTH FOR 0.7 MILE
 QS0843'TO THE AZIMUTH MARK ON THE LEFT ON EAST SLOPE OF A HILL,
 QS0843'CONTINUE NORTH FOR 0.4 MILE TO A WIRE GATE ON THE RIGHT, TURN
 QS0843'RIGHT THROUGH GATE AND GO EAST UP SLOPE FOR 0.15 MILE TO
 QS0843'SUMMIT OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1974 ***********************************************************************
 TG1974  DESIGNATION -  LEDGE
 TG1974  PID         -  TG1974
 TG1974  STATE/COUNTY-  ND/DIVIDE
 TG1974  USGS QUAD   -  COLGAN EAST (1983)
 TG1974
 TG1974                         *CURRENT SURVEY CONTROL
 TG1974  ___________________________________________________________________
 TG1974* NAD 83(1996)-  48 58 52.82075(N)    103 33 51.31597(W)     ADJUSTED  
 TG1974* NAVD 88     -       634.     (meters)    2080.     (feet)  SCALED    
 TG1974  ___________________________________________________________________
 TG1974  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 TG1974  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TG1974
 TG1974  HORZ ORDER  -  THIRD
 TG1974
 TG1974.The horizontal coordinates were established by classical geodetic methods
 TG1974.and adjusted by the National Geodetic Survey in January 1998..
 TG1974
 TG1974.The orthometric height was scaled from a topographic map.
 TG1974
 TG1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1974
 TG1974.The geoid height was determined by GEOID03.
 TG1974
 TG1974;                    North         East     Units Scale Factor Converg.
 TG1974;SPC ND N     -   224,765.387   375,745.307   MT  1.00005865   -2 16 48.8
 TG1974;SPC ND N     -   737,419.25  1,232,760.19   iFT  1.00005865   -2 16 48.8
 TG1974;UTM  13      - 5,426,374.520   605,051.771   MT  0.99973557   +1 05 00.1
 TG1974
 TG1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1974!SPC ND N     -   0.99990360  x   1.00005865  =   0.99996224
 TG1974!UTM  13      -   0.99990360  x   0.99973557  =   0.99963919
 TG1974
 TG1974:                Primary Azimuth Mark                     Grid Az
 TG1974:SPC ND N     -  HAGEN                                    001 25 09.4
 TG1974:UTM  13      -  HAGEN                                    358 03 20.5
 TG1974
 TG1974|---------------------------------------------------------------------|
 TG1974| PID    Reference Object                     Distance      Geod. Az  |
 TG1974|                                                           dddmmss.s |
 TG1974| TG1966 HAGEN                               APPROX. 3.0 KM 3590820.6 |
 TG1974|---------------------------------------------------------------------|
 TG1974
 TG1974                          SUPERSEDED SURVEY CONTROL
 TG1974
 TG1974  NAD 83(1986)-  48 58 52.82345(N)    103 33 51.30599(W) AD(       ) 3
 TG1974
 TG1974.Superseded values are not recommended for survey control.
 TG1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1974.See file dsdata.txt to determine how the superseded data were derived.
 TG1974
 TG1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ0505226375(NAD 83)
 TG1974_MARKER: DD = SURVEY DISK
 TG1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1974+STABILITY: SURFACE MOTION
 TG1974
 TG1974  HISTORY     - Date     Condition        Report By
 TG1974  HISTORY     - 1911     MONUMENTED       IBC
 TG1974
 TG1974                          STATION DESCRIPTION
 TG1974
 TG1974'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1974'ABOUT 1-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 598, NEAR
 TG1974'THE SOUTH BOUNDARY OF SECTION 32, TOWNSHIP 164 N, RANGE 99 W, FIFTH
 TG1974'PRINCIPAL MERIDIAN, CLOSE TO THE NORTH - AND - SOUTH MIDSECTION LINE.
 TG1974'THE STATION IS NORTHWEST OF, AND CLOSE TO A LARGE ROCK.
 TG1974'
 TG1974'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG1974'SURVEY---SET IN CONCRETE CLOSE TO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1270 ***********************************************************************
 TE1270  DESIGNATION -  LEEDS
 TE1270  PID         -  TE1270
 TE1270  STATE/COUNTY-  ND/BENSON
 TE1270  USGS QUAD   -  LEEDS (1980)
 TE1270
 TE1270                         *CURRENT SURVEY CONTROL
 TE1270  ___________________________________________________________________
 TE1270* NAD 83(1996)-  48 17 19.46280(N)    099 26 07.17534(W)     ADJUSTED  
 TE1270* NAVD 88     -       461.802  (meters)    1515.10   (feet)  ADJUSTED  
 TE1270  ___________________________________________________________________
 TE1270  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 TE1270  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 TE1270  DYNAMIC HT  -         461.885 (meters)    1515.37  (feet)  COMP
 TE1270  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 TE1270
 TE1270  HORZ ORDER  -  FIRST
 TE1270  VERT ORDER  -  FIRST     CLASS II
 TE1270
 TE1270.The horizontal coordinates were established by classical geodetic methods
 TE1270.and adjusted by the National Geodetic Survey in January 1998..
 TE1270
 TE1270.The orthometric height was determined by differential leveling
 TE1270.and adjusted by the National Geodetic Survey in June 1991..
 TE1270
 TE1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1270
 TE1270.The geoid height was determined by GEOID03.
 TE1270
 TE1270.The dynamic height is computed by dividing the NAVD 88
 TE1270.geopotential number by the normal gravity value computed on the
 TE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1270.degrees latitude (g = 980.6199 gals.).
 TE1270
 TE1270.The modeled gravity was interpolated from observed gravity values.
 TE1270
 TE1270;                    North         East     Units Scale Factor Converg.
 TE1270;SPC ND N     -   143,830.651   679,000.192   MT  0.99994217   +0 47 32.1
 TE1270;SPC ND N     -   471,885.34  2,227,690.92   iFT  0.99994217   +0 47 32.1
 TE1270;UTM  14      - 5,348,484.827   467,708.255   MT  0.99961281   -0 19 29.9
 TE1270
 TE1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1270!SPC ND N     -   0.99993123  x   0.99994217  =   0.99987340
 TE1270!UTM  14      -   0.99993123  x   0.99961281  =   0.99954406
 TE1270
 TE1270:                Primary Azimuth Mark                     Grid Az
 TE1270:SPC ND N     -  LEEDS AZ MK                              087 07 14.2
 TE1270:UTM  14      -  LEEDS AZ MK                              088 14 16.2
 TE1270
 TE1270|---------------------------------------------------------------------|
 TE1270| PID    Reference Object                     Distance      Geod. Az  |
 TE1270|                                                           dddmmss.s |
 TE1270| CO7081 LEEDS AZ MK                                        0875446.3 |
 TE1270| TE1271 LEEDS RM 1                           29.584 METERS 17118     |
 TE1270| TE2014 LEEDS SCHOOL BELFRY                  58.325 METERS 22005     |
 TE1270| TE2013 LEEDS ST VINCENT DE PAUL CH         425.013 METERS 2545131.7 |
 TE1270| TE1269 LEEDS RM 2                           27.511 METERS 27707     |
 TE1270|---------------------------------------------------------------------|
 TE1270
 TE1270                          SUPERSEDED SURVEY CONTROL
 TE1270
 TE1270  NAD 83(1986)-  48 17 19.46375(N)    099 26 07.17263(W) AD(       ) 1
 TE1270  NAD 27      -  48 17 19.47300(N)    099 26 05.68600(W) AD(       ) 1
 TE1270  NGVD 29 (??/??/92)  461.435  (m)         1513.89   (f) ADJ UNCH    1 2
 TE1270
 TE1270.Superseded values are not recommended for survey control.
 TE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1270.See file dsdata.txt to determine how the superseded data were derived.
 TE1270
 TE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6770848485(NAD 83)
 TE1270_MARKER: DS = TRIANGULATION STATION DISK
 TE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1270_STAMPING: LEEDS 1946
 TE1270_MARK LOGO: CGS   
 TE1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1270+STABILITY: SURFACE MOTION
 TE1270
 TE1270  HISTORY     - Date     Condition        Report By
 TE1270  HISTORY     - 1946     MONUMENTED       CGS
 TE1270  HISTORY     - 1964     GOOD             CGS
 TE1270  HISTORY     - 1964     GOOD             NGS
 TE1270  HISTORY     - 1982     GOOD             NGS
 TE1270
 TE1270                          STATION DESCRIPTION
 TE1270
 TE1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1270'THE STATION IS LOCATED IN THE SOUTHEAST PART OF LEEDS, IN
 TE1270'THE NORTHEAST CORNER OF THE SCHOOL YARD, 157 FEET NORTHEAST
 TE1270'OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE, 57 FEET SOUTH
 TE1270'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 2, AND 16
 TE1270'FEET SOUTHWEST OF A WITNESS POST.  THE MARK FLUSH WITH THE
 TE1270'GROUND AND THE DISK IS STAMPED LEEDS 1946.
 TE1270'
 TE1270'REFERENCE MARK NO. 1 IS 97.06 FEET SOUTH-SOUTHEAST OF THE
 TE1270'STATION AND 111 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 TE1270'OF THE SCHOOL HOUSE.  THE MARK PROJECTS 2 INCHES AND THE
 TE1270'DISK IS STAMPED LEEDS NO 2 1946.
 TE1270'
 TE1270'REFERENCE MARK NO. 2 IS 90.26 FEET WEST OF THE STATION AND
 TE1270'47 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 TE1270'NO. 2.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE1270'LEEDS NO 2 1946.
 TE1270'
 TE1270'AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION, 102 FEET WEST
 TE1270'OF A WHITE SIGNAL POST WITH THE LETTERS W X ON THE WEST SIDE, 95
 TE1270'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 TE1270'NO. 2, 25 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND
 TE1270'3 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 5
 TE1270'INCHES AND THE DISK IS STAMPED LEEDS 1946.
 TE1270'
 TE1270'TO REACH FROM THE POST OFFICE IN LEEDS GO SOUTH TO U.S.
 TE1270'HIGHWAY NO. 2, TURN EAST FOR 0.3 MILE TO SCHOOL ON THE RIGHT
 TE1270'AND STATION.
 TE1270'
 TE1270'NOTE.  AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, ABOUT
 TE1270'50 FOOT TOWER NEEDED.
 TE1270'
 TE1270'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TE1270
 TE1270                          STATION RECOVERY (1964)
 TE1270
 TE1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 TE1270'THE STATION MARK IS ABOUT 0.15 MILE SOUTH ALONG A GRAVELED
 TE1270'STREET FROM THE GREAT NORTHERN RAILWAY STATION AT LEEDS,
 TE1270'THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 2, IN S 32, T 156
 TE1270'N, R 68 W, AT THE NORTH EDGE OF A SCHOOLGROUNDS, 57 FEET
 TE1270'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 157 FEET NORTHEAST
 TE1270'OF THE NORTHEAST CORNER OF THE MORE WESTERLY OF TWO SCHOOL
 TE1270'BUILDINGS, 122 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TE1270'THE MORE EASTERLY OF THE TWO BUILDINGS, 64 FEET NORTHEAST
 TE1270'OF A FLAGPOLE, 16.0 FEET SOUTHWEST OF A WOODEN WITNESS POST,
 TE1270'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TE1270'CONCRETE POST PROJECTING 3 INCHES.
 TE1270'
 TE1270'R.M. 1 IS 97-1/2 FEET SOUTHEAST OF THE STATION MARK, 111
 TE1270'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MORE WESTERLY
 TE1270'OF TWO SCHOOL BUILDINGS, 33 FEET NORTHWEST OF THE NORTHWEST
 TE1270'CORNER OF THE MORE EASTERLY OF THE SCHOOL BUILDINGS, 16 FEET
 TE1270'NORTHWEST OF A 24-INCH BOXELDER TREE, 8 FEET SOUTH OF THE
 TE1270'CENTER LINE OF A GRAVELED DRIVEWAY, ABOUT 4 INCHES BELOW THE
 TE1270'LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE1270'ABOUT 3 INCHES BELOW THE GROUND.
 TE1270'
 TE1270'R.M. 2 IS 90-1/2 FEET WEST OF THE STATION MARK, 47 FEET
 TE1270'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 131 FEET NORTH OF
 TE1270'THE NORTHEAST CORNER OF THE MORE WESTERLY OF TWO SCHOOL BUILDINGS,
 TE1270'71 FEET NORTHWEST OF A FLAGPOLE, ABOUT 1 FOOT ABOVE THE
 TE1270'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE1270'ABOUT 3 INCHES BELOW THE GROUND.
 TE1270
 TE1270                          STATION RECOVERY (1964)
 TE1270
 TE1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE1270'0.35 MI SE FROM LEEDS.
 TE1270'ABOUT 0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE GREAT NORTHERN
 TE1270'RAILWAY STATION AT LEEDS, THENCE 0.2 MILE EAST ALONG U. S. HIGHWAY 2,
 TE1270'IN S 32, T 156 N, R 68 W, AT THE NORTH EDGE OF A SCHOOLYARD, 57 FEET
 TE1270'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 157 FEET NORTHEAST OF THE
 TE1270'NORTHEAST CORNER OF THE MORE WESTERLY OF TWO SCHOOL BUILDINGS, 122
 TE1270'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MORE EASTERLY OF THE
 TE1270'SCHOOL BUILDINGS, 64 FEET NORTHEAST OF A FLAG POLE, 16.0 FEET
 TE1270'SOUTHWEST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 TE1270'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TE1270
 TE1270                          STATION RECOVERY (1982)
 TE1270
 TE1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1270'RAILROAD STATION HAS BEEN REMOVED, ALSO 0.16 KM (0.1 MI) WESTERLY
 TE1270'ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE TO LEEDS HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2012 ***********************************************************************
 TE2012  DESIGNATION -  LEEDS MUNICIPAL TANK
 TE2012  PID         -  TE2012
 TE2012  STATE/COUNTY-  ND/BENSON
 TE2012  USGS QUAD   -  LEEDS (1980)
 TE2012
 TE2012                         *CURRENT SURVEY CONTROL
 TE2012  ___________________________________________________________________
 TE2012* NAD 83(1996)-  48 17 28.42095(N)    099 26 34.44652(W)     ADJUSTED  
 TE2012* NAVD 88     -                                                        
 TE2012  ___________________________________________________________________
 TE2012  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 TE2012  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 TE2012
 TE2012  HORZ ORDER  -  THIRD
 TE2012
 TE2012.The horizontal coordinates were established by classical geodetic methods
 TE2012.and adjusted by the National Geodetic Survey in January 1998..
 TE2012
 TE2012
 TE2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2012
 TE2012.The geoid height was determined by GEOID03.
 TE2012
 TE2012;                    North         East     Units Scale Factor Converg.
 TE2012;SPC ND N     -   144,099.561   678,434.330   MT  0.99994233   +0 47 11.8
 TE2012;SPC ND N     -   472,767.59  2,225,834.42   iFT  0.99994233   +0 47 11.8
 TE2012;UTM  14      - 5,348,764.628   467,147.928   MT  0.99961326   -0 19 50.3
 TE2012
 TE2012                          SUPERSEDED SURVEY CONTROL
 TE2012
 TE2012  NAD 83(1986)-  48 17 28.42204(N)    099 26 34.44282(W) AD(       ) 4
 TE2012  NAD 27      -  48 17 28.43094(N)    099 26 32.96348(W) AD(       ) 3
 TE2012
 TE2012.Superseded values are not recommended for survey control.
 TE2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2012.See file dsdata.txt to determine how the superseded data were derived.
 TE2012
 TE2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6714848765(NAD 83)
 TE2012_MARKER: 53 = ELEVATED TANK
 TE2012
 TE2012  HISTORY     - Date     Condition        Report By
 TE2012  HISTORY     - 1971     FIRST OBSERVED   NGS
 TE2012
 TE2012                          STATION DESCRIPTION
 TE2012
 TE2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE2012'IN THE NORTHWEST PART OF LEEDS, IN THE SOUTHWEST ANGLE OF A
 TE2012'STREET INTERSECTION, 189 FEET SOUTHWEST OF A RAILROAD CROSSING
 TE2012'(MAIN TRACKS), A SPHERICAL SHAPED TANK, SUPPORTED BY A FOUR-LEGGED
 TE2012'STEEL STRUCTURE.  POINT OBSERVED - TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1271 ***********************************************************************
 TE1271  DESIGNATION -  LEEDS RM 1
 TE1271  PID         -  TE1271
 TE1271  STATE/COUNTY-  ND/BENSON
 TE1271  USGS QUAD   -  LEEDS (1980)
 TE1271
 TE1271                         *CURRENT SURVEY CONTROL
 TE1271  ___________________________________________________________________
 TE1271* NAD 83(1986)-  48 17 19.     (N)    099 26 06.     (W)     SCALED    
 TE1271* NAVD 88     -       461.933  (meters)    1515.53   (feet)  ADJUSTED  
 TE1271  ___________________________________________________________________
 TE1271  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 TE1271  DYNAMIC HT  -         462.016 (meters)    1515.80  (feet)  COMP
 TE1271  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 TE1271
 TE1271  VERT ORDER  -  FIRST     CLASS II
 TE1271
 TE1271.The horizontal coordinates were scaled from a topographic map and have
 TE1271.an estimated accuracy of +/- 6 seconds.
 TE1271
 TE1271.The orthometric height was determined by differential leveling
 TE1271.and adjusted by the National Geodetic Survey in June 1991..
 TE1271
 TE1271.The geoid height was determined by GEOID03.
 TE1271
 TE1271.The dynamic height is computed by dividing the NAVD 88
 TE1271.geopotential number by the normal gravity value computed on the
 TE1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1271.degrees latitude (g = 980.6199 gals.).
 TE1271
 TE1271.The modeled gravity was interpolated from observed gravity values.
 TE1271
 TE1271;                    North         East    Units  Estimated Accuracy
 TE1271;SPC ND N     -   143,820.      679,030.      MT  (+/- 180 meters Scaled)
 TE1271
 TE1271                          SUPERSEDED SURVEY CONTROL
 TE1271
 TE1271  NGVD 29 (??/??/92)  461.566  (m)         1514.32   (f) ADJ UNCH    1 2
 TE1271
 TE1271.Superseded values are not recommended for survey control.
 TE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1271.See file dsdata.txt to determine how the superseded data were derived.
 TE1271
 TE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU677484(NAD 83)
 TE1271_MARKER: DR = REFERENCE MARK DISK
 TE1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1271_STAMPING: LEEDS NO 1 1946
 TE1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1271+STABILITY: SURFACE MOTION
 TE1271
 TE1271  HISTORY     - Date     Condition        Report By
 TE1271  HISTORY     - 1946     MONUMENTED       CGS
 TE1271  HISTORY     - 1964     GOOD             NGS
 TE1271  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1271
 TE1271                          STATION DESCRIPTION
 TE1271
 TE1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1271'0.35 MI SE FROM LEEDS.
 TE1271'ABOUT 0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE GREAT NORTHERN
 TE1271'RAILWAY STATION AT LEEDS, THENCE 0.2 MILE EAST ALONG U. S. HIGHWAY 2,
 TE1271'IN S 32, T 156 N, R 68 W, AT THE SOUTH EDGE OF A GRAVELED DRIVEWAY,
 TE1271'111 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MORE WESTERLY OF TWO
 TE1271'SCHOOL BUILDINGS, 97 1/2 FEET SOUTHEAST OF LEEDS 1946, 33 FEET
 TE1271'NORTHWEST OF THE NORTHWEST CORNER OF THE MORE EASTERLY OF THE TWO
 TE1271'SCHOOL BUILDINGS, 15 FEET NORTHWEST OF A 24-INCH BOX ELDER TREE, 8
 TE1271'FEET SOUTH OF THE CENTER LINE OF THE GRAVELED DRIVEWAY, ABOUT 4 INCHES
 TE1271'BELOW THE LEVEL OF THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE1271'ABOUT 3 INCHES BELOW THE LEVEL OF THE GROUND.
 TE1271
 TE1271                          STATION RECOVERY (1982)
 TE1271
 TE1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1271'NOT RECOVERED, PRESUMED TO BE DESTROYED WHEN NEW SCHOOL WAS BUILT,
 TE1271'ALSO GROUND WAS SNOW COVERED AT TIME OF RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1269 ***********************************************************************
 TE1269  DESIGNATION -  LEEDS RM 2
 TE1269  PID         -  TE1269
 TE1269  STATE/COUNTY-  ND/BENSON
 TE1269  USGS QUAD   -  LEEDS (1980)
 TE1269
 TE1269                         *CURRENT SURVEY CONTROL
 TE1269  ___________________________________________________________________
 TE1269* NAD 83(1986)-  48 17 20.     (N)    099 26 10.     (W)     SCALED    
 TE1269* NAVD 88     -       461.964  (meters)    1515.63   (feet)  ADJUSTED  
 TE1269  ___________________________________________________________________
 TE1269  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 TE1269  DYNAMIC HT  -         462.047 (meters)    1515.90  (feet)  COMP
 TE1269  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 TE1269
 TE1269  VERT ORDER  -  FIRST     CLASS II
 TE1269
 TE1269.The horizontal coordinates were scaled from a topographic map and have
 TE1269.an estimated accuracy of +/- 6 seconds.
 TE1269
 TE1269.The orthometric height was determined by differential leveling
 TE1269.and adjusted by the National Geodetic Survey in June 1991..
 TE1269.WARNING-Repeat measurements at this control monument indicate possible
 TE1269.vertical movement.
 TE1269
 TE1269.The geoid height was determined by GEOID03.
 TE1269
 TE1269.The dynamic height is computed by dividing the NAVD 88
 TE1269.geopotential number by the normal gravity value computed on the
 TE1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1269.degrees latitude (g = 980.6199 gals.).
 TE1269
 TE1269.The modeled gravity was interpolated from observed gravity values.
 TE1269
 TE1269;                    North         East    Units  Estimated Accuracy
 TE1269;SPC ND N     -   143,850.      678,940.      MT  (+/- 180 meters Scaled)
 TE1269
 TE1269                          SUPERSEDED SURVEY CONTROL
 TE1269
 TE1269  NGVD 29 (??/??/92)  461.600  (m)         1514.43   (f) ADJ UNCH    1 2
 TE1269
 TE1269.Superseded values are not recommended for survey control.
 TE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1269.See file dsdata.txt to determine how the superseded data were derived.
 TE1269
 TE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU676485(NAD 83)
 TE1269_MARKER: DR = REFERENCE MARK DISK
 TE1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1269_STAMPING: LEEDS NO 2 1946
 TE1269_MARK LOGO: CGS   
 TE1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1269+STABILITY: SURFACE MOTION
 TE1269
 TE1269  HISTORY     - Date     Condition        Report By
 TE1269  HISTORY     - 1946     MONUMENTED       CGS
 TE1269  HISTORY     - 1964     GOOD             NGS
 TE1269  HISTORY     - 1982     GOOD             NGS
 TE1269
 TE1269                          STATION DESCRIPTION
 TE1269
 TE1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1269'0.35 MI SE FROM LEEDS.
 TE1269'ABOUT 0.15 MILE SOUTH ALONG A GRAVELED STREET FROM THE GREAT NORTHERN
 TE1269'RAILWAY STATION AT LEEDS, THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 2,
 TE1269'IN S 32, T 156 N, R 68 W, 47 FEET SOUTH OF THE CENTER LINE OF THE
 TE1269'HIGHWAY, 131 FEET NORTH OF THE NORTHEAST CORNER OF THE MORE WESTERLY
 TE1269'OF TWO SCHOOL BUILDINGS, 71 FEET NORTHWEST OF A FLAGPOLE, 90 1/2 FEET
 TE1269'WEST OF LEEDS 1946, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 TE1269'SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW THE GROUND.
 TE1269
 TE1269                          STATION RECOVERY (1982)
 TE1269
 TE1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1269'RAILROAD STATION HAS BEEN REMOVED, ALSO 0.16 KM (0.1 MI) WEST
 TE1269'ALONG U.S. HIGHWAY 2 FROM THE EAST ENTRANCE TO THE LEEDS HIGH SCHOOL
 TE1269'IN LEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2013 ***********************************************************************
 TE2013  DESIGNATION -  LEEDS ST VINCENT DE PAUL CH
 TE2013  PID         -  TE2013
 TE2013  STATE/COUNTY-  ND/BENSON
 TE2013  USGS QUAD   -  LEEDS (1980)
 TE2013
 TE2013                         *CURRENT SURVEY CONTROL
 TE2013  ___________________________________________________________________
 TE2013* NAD 83(1996)-  48 17 15.86825(N)    099 26 27.07755(W)     ADJUSTED  
 TE2013* NAVD 88     -                                                        
 TE2013  ___________________________________________________________________
 TE2013  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 TE2013  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 TE2013
 TE2013  HORZ ORDER  -  THIRD
 TE2013
 TE2013.The horizontal coordinates were established by classical geodetic methods
 TE2013.and adjusted by the National Geodetic Survey in January 1998..
 TE2013
 TE2013
 TE2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2013
 TE2013.The geoid height was determined by GEOID03.
 TE2013
 TE2013;                    North         East     Units Scale Factor Converg.
 TE2013;SPC ND N     -   143,713.983   678,591.531   MT  0.99994211   +0 47 17.3
 TE2013;SPC ND N     -   471,502.57  2,226,350.17   iFT  0.99994211   +0 47 17.3
 TE2013;UTM  14      - 5,348,376.185   467,297.532   MT  0.99961314   -0 19 44.8
 TE2013
 TE2013                          SUPERSEDED SURVEY CONTROL
 TE2013
 TE2013  NAD 83(1986)-  48 17 15.86913(N)    099 26 27.07428(W) AD(       ) 4
 TE2013  NAD 27      -  48 17 15.87900(N)    099 26 25.58700(W) AD(       ) 3
 TE2013
 TE2013.Superseded values are not recommended for survey control.
 TE2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2013.See file dsdata.txt to determine how the superseded data were derived.
 TE2013
 TE2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6729848376(NAD 83)
 TE2013_MARKER: 90 = CHURCH SPIRE
 TE2013
 TE2013  HISTORY     - Date     Condition        Report By
 TE2013  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2013
 TE2013                          STATION DESCRIPTION
 TE2013
 TE2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2013'THE CHURCH IS LOCATED IN THE SOUTH CENTRAL PART OF THE TOWN
 TE2013'OF LEEDS.  THE BUILDING IS OF WOODEN CONSTRUCTION AND IS
 TE2013'PAINTED WHITE.  IT FACES NORTH AND IS 38 FEET SOUTH OF AN EAST
 TE2013'AND WEST STREET, 40 FEET WEST OF A NORTH AND SOUTH STREET.
 TE2013'
 TE2013'THE BUILDING IS APPROXIMATELY 60 FEET HIGH, 30 FEET WIDE AND
 TE2013'75 FEET LONG.  THE POINT INTERSECTED WAS THE SPIRE AT THE
 TE2013'APEX OF THE STEEPLE.
 TE2013'
 TE2013'TO REACH FROM THE CITY HALL IN LEEDS GO 1 BLOCK EAST, TURN
 TE2013'RIGHT AND GO 2 BLOCKS SOUTH TO CHURCH ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0418 ***********************************************************************
 RS0418  DESIGNATION -  LEFOR
 RS0418  PID         -  RS0418
 RS0418  STATE/COUNTY-  ND/STARK
 RS0418  USGS QUAD   -  LEFOR (1973)
 RS0418
 RS0418                         *CURRENT SURVEY CONTROL
 RS0418  ___________________________________________________________________
 RS0418* NAD 83(1996)-  46 41 37.74811(N)    102 37 14.61048(W)     ADJUSTED  
 RS0418* NAVD 88     -       867.5    (meters)    2846.     (feet)  VERTCON   
 RS0418  ___________________________________________________________________
 RS0418  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 RS0418  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 RS0418
 RS0418  HORZ ORDER  -  FIRST
 RS0418
 RS0418.The horizontal coordinates were established by classical geodetic methods
 RS0418.and adjusted by the National Geodetic Survey in January 1998..
 RS0418
 RS0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0418
 RS0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0418
 RS0418.The geoid height was determined by GEOID03.
 RS0418
 RS0418;                    North         East     Units Scale Factor Converg.
 RS0418;SPC ND S     -   116,363.891   437,816.656   MT  0.99993886   -1 32 48.6
 RS0418;SPC ND S     -   381,771.30  1,436,406.35   iFT  0.99993886   -1 32 48.6
 RS0418;UTM  13      - 5,173,889.583   681,913.453   MT  1.00000677   +1 43 54.7
 RS0418
 RS0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0418!SPC ND S     -   0.99986677  x   0.99993886  =   0.99980563
 RS0418!UTM  13      -   0.99986677  x   1.00000677  =   0.99987354
 RS0418
 RS0418|---------------------------------------------------------------------|
 RS0418| PID    Reference Object                     Distance      Geod. Az  |
 RS0418|                                                           dddmmss.s |
 RS0418| CQ7987 LEFOR RM 1                           13.490 METERS 10018     |
 RS0418| CQ7988 LEFOR RM 2                           12.154 METERS 18958     |
 RS0418| CQ7986 LEFOR AZ MK                                        1941815.6 |
 RS0418|---------------------------------------------------------------------|
 RS0418
 RS0418                          SUPERSEDED SURVEY CONTROL
 RS0418
 RS0418  NAD 83(1996)-  46 41 37.74274(N)    102 37 14.60431(W) AD(       ) 1
 RS0418  NAD 83(1986)-  46 41 37.74267(N)    102 37 14.60454(W) AD(       ) 1
 RS0418  NAD 27      -  46 41 37.71200(N)    102 37 12.97300(W) AD(       ) 1
 RS0418  NGVD 29 (07/19/86)  867.0    (m)         2844.     (f) VERT ANG       
 RS0418
 RS0418.Superseded values are not recommended for survey control.
 RS0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0418.See file dsdata.txt to determine how the superseded data were derived.
 RS0418
 RS0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8191373890(NAD 83)
 RS0418_MARKER: DS = TRIANGULATION STATION DISK
 RS0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0418_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0418
 RS0418  HISTORY     - Date     Condition        Report By
 RS0418  HISTORY     - 1951     MONUMENTED       CGS
 RS0418  HISTORY     - 1977     GOOD             NGS
 RS0418  HISTORY     - 1988     GOOD             LOCSUR
 RS0418
 RS0418                          STATION DESCRIPTION
 RS0418
 RS0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0418'STATION IS LOCATED ABOUT 3 MILES WEST AND 1/2 MILE NORTH OF
 RS0418'LEFOR, ON THE HIGHEST POINT OF A PROMINENT BUTTE OWNED BY ANNIE
 RS0418'HOFFRATH.  IT IS ABOUT 100 YARDS SOUTH OF THE NORTH END OF THE
 RS0418'BUTTE, ABOUT 25 FEET EAST OF THE WEST RIM, AND 10 FEET SOUTHEAST
 RS0418'OF A WITNESS POST.
 RS0418'
 RS0418'TO REACH THE STATION FROM THE POST OFFICE IN LEFOR.  GO NORTH
 RS0418'0.5 MILE TO A CROSS ROAD.  TURN LEFT AND GO WEST 3.0 MILES TO A
 RS0418'CROSSROADS AT A SCHOOLHOUSE AND THE AZIMUTH MARK.  TURN RIGHT
 RS0418'AND GO NORTH FOR 0.25 MILE TO A FENCE CORNER.  TURN RIGHT AND GO
 RS0418'EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.15 MILE TO A FENCE
 RS0418'CORNER.  CONTINUE EAST TO THE SUMMIT OF A SADDLE.  TURN LEFT
 RS0418'AND GO NORTH ALONG THE WEST RIM OF THE BUTTE FOR 0.2 MILE TO
 RS0418'THE HIGHEST POINT AND THE STATION.
 RS0418'
 RS0418'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RS0418'LEFOR 1951.
 RS0418'
 RS0418'REFERENCE MARK NO. 1 IS 54 FEET EAST OF THE WITNESS POST.  THE
 RS0418'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LEFOR NO 1 1951.
 RS0418'
 RS0418'REFERENCE MARK NO. 2 IS 45 FEET SOUTH OF THE WITNESS POST.  THE
 RS0418'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED LEFOR NO 2 1951.
 RS0418'
 RS0418'THE AZIMUTH MARK IS 60 FEET NORTH OF THE NORTHEAST CORNER OF
 RS0418'THE SCHOOLHOUSE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 RS0418'STAMPED LEFOR 1951.
 RS0418'
 RS0418'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0418'CYLINDERS.
 RS0418
 RS0418                          STATION RECOVERY (1977)
 RS0418
 RS0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (AW)
 RS0418'LEFOR 1951 RECOVERED GOOD.
 RS0418'
 RS0418'AZ. MARK, REF. MARKS NO. 1, NO. 2 RECOVERED GOOD.
 RS0418'
 RS0418'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST AND 1/2
 RS0418'MILE NORTH OF LEFOR.
 RS0418
 RS0418                          STATION RECOVERY (1988)
 RS0418
 RS0418'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MF)
 RS0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0730 ***********************************************************************
 SO0730  DESIGNATION -  LEGION
 SO0730  PID         -  SO0730
 SO0730  STATE/COUNTY-  ND/MOUNTRAIL
 SO0730  USGS QUAD   -  NEW TOWN SE (1967)
 SO0730
 SO0730                         *CURRENT SURVEY CONTROL
 SO0730  ___________________________________________________________________
 SO0730* NAD 83(1996)-  47 52 25.70269(N)    102 16 06.68704(W)     ADJUSTED  
 SO0730* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 SO0730  ___________________________________________________________________
 SO0730  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 SO0730  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0730
 SO0730  HORZ ORDER  -  FIRST
 SO0730
 SO0730.The horizontal coordinates were established by classical geodetic methods
 SO0730.and adjusted by the National Geodetic Survey in January 1998..
 SO0730
 SO0730.The orthometric height was scaled from a topographic map.
 SO0730
 SO0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0730
 SO0730.The geoid height was determined by GEOID03.
 SO0730
 SO0730;                    North         East     Units Scale Factor Converg.
 SO0730;SPC ND N     -    98,669.298   467,720.949   MT  0.99994259   -1 18 57.7
 SO0730;SPC ND N     -   323,718.17  1,534,517.55   iFT  0.99994259   -1 18 57.7
 SO0730;UTM  13      - 5,305,886.597   704,244.556   MT  1.00011263   +2 01 35.6
 SO0730
 SO0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0730!SPC ND N     -   0.99990262  x   0.99994259  =   0.99984522
 SO0730!UTM  13      -   0.99990262  x   1.00011263  =   1.00001524
 SO0730
 SO0730:                Primary Azimuth Mark                     Grid Az
 SO0730:SPC ND N     -  PARSHALL RESERV TEL COOP MAST            044 15 50.8
 SO0730:UTM  13      -  PARSHALL RESERV TEL COOP MAST            040 55 17.5
 SO0730
 SO0730|---------------------------------------------------------------------|
 SO0730| PID    Reference Object                     Distance      Geod. Az  |
 SO0730|                                                           dddmmss.s |
 SO0730| SO0718 PARSHALL RESERV TEL COOP MAST       APPROX.15.0 KM 0425653.1 |
 SO0730| CQ7990 LEGION RM 1                          16.688 METERS 08205     |
 SO0730| CQ7991 LEGION RM 2                          17.813 METERS 18437     |
 SO0730| CQ7989 LEGION AZ MK                                       2880225.5 |
 SO0730|---------------------------------------------------------------------|
 SO0730
 SO0730                          SUPERSEDED SURVEY CONTROL
 SO0730
 SO0730  NAD 83(1986)-  47 52 25.70153(N)    102 16 06.68388(W) AD(       ) 1
 SO0730  NAD 27      -  47 52 25.65250(N)    102 16 05.07330(W) AD(       ) 1
 SO0730
 SO0730.Superseded values are not recommended for survey control.
 SO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0730.See file dsdata.txt to determine how the superseded data were derived.
 SO0730
 SO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP0424505887(NAD 83)
 SO0730_MARKER: DS = TRIANGULATION STATION DISK
 SO0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0730
 SO0730  HISTORY     - Date     Condition        Report By
 SO0730  HISTORY     - 1946     MONUMENTED       CGS
 SO0730  HISTORY     - 1962     GOOD             CGS
 SO0730
 SO0730                          STATION DESCRIPTION
 SO0730
 SO0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SO0730'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF VAN HOOK IN A
 SO0730'GROUP OF HILLS WHICH ARE THE EASTERN BOUNDARY OF A NORTH-SOUTH
 SO0730'VALLEY.  THE STATION HILL OVERLOOKS ALL THE COUNTRY TO THE SOUTH,
 SO0730'WEST AND THE NORTH.  THERE IS HIGHER GROUND TO THE EAST.  IT IS
 SO0730'123 FEET WEST OF A NORTHEAST FENCE CORNER, 8 FEET SOUTH OF AN
 SO0730'EAST-WEST FENCE AND 7 FEET SOUTH OF WITNESS POST.  THE MARK
 SO0730'PROJECTS 8 INCHES AND THE DISK IS STAMPED LEGION 1946.
 SO0730'
 SO0730'REFERENCE MARK NO. 1 IS 54.76 FEET EAST OF THE STATION AND 68
 SO0730'FEET WEST OF A NORTHEAST FENCE CORNER IN AN EAST-WEST FENCE.
 SO0730'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LEGION NO 1
 SO0730'1946.
 SO0730'
 SO0730'REFERENCE MARK NO. 2 IS 58.44 FEET SOUTH OF THE STATION.  THE
 SO0730'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LEGION NO 2
 SO0730'1946.
 SO0730'
 SO0730'THE AZIMUTH MARK IS 0.6 MILE WEST-NORTHWEST OF THE STATION, 26
 SO0730'FEET NORTH OF THE CENTERLINE OF TRACK ROAD AND 4 FEET WEST OF
 SO0730'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 SO0730'STAMPED LEGION 1946.
 SO0730'
 SO0730'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23
 SO0730'AND MAIN STREET IN VAN HOOK, GO SOUTH ON MAIN STREET FOR 0.1
 SO0730'MILE TO THE DEPOT.  TURN LEFT AND GO EAST ALONG THE NORTHSIDE
 SO0730'OF RAILROAD TRACKS FOR 0.6 MILE TO CROSSROADS.  TURN RIGHT ACROSS
 SO0730'RAILROAD TRACKS AND GO SOUTH 0.7 MILE TO A T-ROAD LEFT.  TURN
 SO0730'LEFT AND GO EAST 2.0 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND
 SO0730'GO SOUTH 3.0 MILES TO A TRACK ROAD LEFT.  TURN LEFT AND GO EAST
 SO0730'ON TRACK ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 SO0730'DESCRIBED.  CONTINUE EAST ON TRACK ROAD FOR 0.6 MILE TO A
 SO0730'TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH ACROSS FIELDS ON
 SO0730'TRACK ROAD FOR 0.2 MILE TO FENCE CORNER AND GATE.  PASS
 SO0730'THROUGH GATE AND GO EAST ALONG THE SOUTH SIDE OF FENCE ABOUT
 SO0730'40 YARDS TO THE STATION.
 SO0730'
 SO0730'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 SO0730
 SO0730                          STATION RECOVERY (1962)
 SO0730
 SO0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0730'THE STATION IS LOCATED 6-1/2 MILES WEST AND 6 MILES SOUTH OF THE
 SO0730'TOWN OF PARSHALL, IN THE SE 1/4 OF SEC. 25,T151N,R91W, ON THE
 SO0730'SOUTH SIDE OF A FENCE ON THE NORTH SIDE OF A HILL.
 SO0730'
 SO0730'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 SO0730'DESCRIPTION AS FOLLOWS.
 SO0730'
 SO0730'TO REACH FROM THE POST OFFICE IN PARSHALL, GO SOUTH ON THE MAIN
 SO0730'STREET FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND GO EAST
 SO0730'FOR 0.2 MILE TO STATE ROUTE 37.  TURN RIGHT AND GO SOUTH ON STATE
 SO0730'ROUTE 37 FOR 4.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 SO0730'WEST ON THE GRAVELED ROAD FOR 4.1 MILES TO A CROSSROADS.  TURN
 SO0730'LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 1 MILE TO A
 SO0730'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.1 MILES TO A FARM
 SO0730'BUILDING.  TURN LEFT AND GO SOUTH FOR 0.3 MILE TO A VERY DIM
 SO0730'CROSS ROAD.  TURN RIGHT AND GO WEST ON THE TRACK ROAD FOR
 SO0730'0.95 MILE TO A CORRAL AND SOME OLD BUILDINGS.  KEEP RIGHT
 SO0730'AND GO NORTHWEST ON THE TRACK ROAD FOR 0.45 MILE TO A
 SO0730'GATE.  KEEP LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE
 SO0730'FENCE IN THE PASTURE FOR 0.25 MILE TO THE STATION.  TO REACH
 SO0730'THE AZIMUTH FROM THE STATION, GO NORTH ON THE TRACK ROAD FOR
 SO0730'0.2 MILE.  TURN LEFT WITH THE TRACK ROAD AND GO WEST FOR 0.6
 SO0730'MILE TO THE TOP OF THE SMALL HILL AND THE AZIMUTH MARK
 SO0730'ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 SO0730'
 SO0730'THE STATION MARK IS A STANDARD DISK STAMPED LEGION 1946 AND SET
 SO0730'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SO0730'4 INCHES.  IT IS 126 FEET WEST OF A FENCE CORNER, 7 FEET SOUTH
 SO0730'OF A FENCE LINE AND 6.8 FEET SOUTH OF A WITNESS POST.
 SO0730'
 SO0730'REFERENCE MARK NO. 1, STAMPED LEGION NO 1 1946, IS A STANDARD
 SO0730'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0730'PROJECTS 1 INCH.  IT IS 69 FEET WEST OF A FENCE CORNER AND 54.8
 SO0730'FEET EAST OF A WITNESS POST.
 SO0730'
 SO0730'REFERENCE MARK NO. 2, STAMPED LEGION NO 2 1946, IS A STANDARD
 SO0730'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0730'PROJECTS 3 INCHES.  IT IS 66 FEET SOUTH OF A FENCE LINE, 65.2
 SO0730'FEET SOUTH OF A WITNESS POST AND 54 FEET NORTH OF AN EDGE OF A
 SO0730'HILL.
 SO0730'
 SO0730'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEGION 1946 AND SET
 SO0730'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SO0730'WITH THE GROUND.  IT IS 6 FEET NORTH OF A TRACK ROAD AND 3 FEET
 SO0730'SOUTH OF THE EDGE OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0417 ***********************************************************************
 RS0417  DESIGNATION -  LEHIGH
 RS0417  PID         -  RS0417
 RS0417  STATE/COUNTY-  ND/STARK
 RS0417  USGS QUAD   -  LEHIGH (1959)
 RS0417
 RS0417                         *CURRENT SURVEY CONTROL
 RS0417  ___________________________________________________________________
 RS0417* NAD 83(1996)-  46 48 17.21775(N)    102 38 36.43971(W)     ADJUSTED  
 RS0417* NAVD 88     -       798.99   (+/-2cm)    2621.4    (feet)  VERTCON   
 RS0417  ___________________________________________________________________
 RS0417  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 RS0417  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 RS0417
 RS0417  HORZ ORDER  -  FIRST
 RS0417  VERT ORDER  -  THIRD ? (See Below)
 RS0417
 RS0417.The horizontal coordinates were established by classical geodetic methods
 RS0417.and adjusted by the National Geodetic Survey in January 1998..
 RS0417
 RS0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0417.The vertical order pertains to the NGVD 29 superseded value.
 RS0417
 RS0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0417
 RS0417.The geoid height was determined by GEOID03.
 RS0417
 RS0417;                    North         East     Units Scale Factor Converg.
 RS0417;SPC ND S     -   128,741.100   436,415.299   MT  0.99993599   -1 33 48.2
 RS0417;SPC ND S     -   422,378.94  1,431,808.72   iFT  0.99993599   -1 33 48.2
 RS0417;UTM  13      - 5,186,167.123   679,806.029   MT  0.99999739   +1 43 06.4
 RS0417
 RS0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0417!SPC ND S     -   0.99987751  x   0.99993599  =   0.99981351
 RS0417!UTM  13      -   0.99987751  x   0.99999739  =   0.99987490
 RS0417
 RS0417|---------------------------------------------------------------------|
 RS0417| PID    Reference Object                     Distance      Geod. Az  |
 RS0417|                                                           dddmmss.s |
 RS0417| RS0486 LEHIGH RM 1                           9.615 METERS 00040     |
 RS0417| CQ7992 LEHIGH AZ MK                                       0013711.0 |
 RS0417| RS0487 LEHIGH RM 2                           9.640 METERS 18003     |
 RS0417| RS0424 DICKINSON RADIO STA KDIX MAST       APPROX.15.1 KM 3141048.0 |
 RS0417| RS0421 WEST PLAINS ELEC COOP RAD MAST      APPROX.16.9 KM 3165316.0 |
 RS0417|---------------------------------------------------------------------|
 RS0417
 RS0417                          SUPERSEDED SURVEY CONTROL
 RS0417
 RS0417  NAD 83(1986)-  46 48 17.21249(N)    102 38 36.43387(W) AD(       ) 1
 RS0417  NAD 27      -  46 48 17.19300(N)    102 38 34.80400(W) AD(       ) 1
 RS0417  NGVD 29 (07/19/86)  798.46   (m)         2619.6    (f) LEVELING    3  
 RS0417
 RS0417.Superseded values are not recommended for survey control.
 RS0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0417.See file dsdata.txt to determine how the superseded data were derived.
 RS0417
 RS0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM7980686167(NAD 83)
 RS0417_MARKER: DS = TRIANGULATION STATION DISK
 RS0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0417+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 RS0417
 RS0417  HISTORY     - Date     Condition        Report By
 RS0417  HISTORY     - 1951     MONUMENTED       CGS
 RS0417  HISTORY     - 1966     GOOD             CGS
 RS0417  HISTORY     - 20031005 GOOD             INDIV
 RS0417
 RS0417                          STATION DESCRIPTION
 RS0417
 RS0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0417'THE STATION IS ABOUT 9 MILES SOUTHEAST OF DICKINSON, ABOUT
 RS0417'4 MILES SOUTH OF THE HEART RIVER, 28 FEET WEST OF A TRACK ROAD,
 RS0417'AND 3 FEET EAST OF A WIRE FENCE.
 RS0417'
 RS0417'TO REACH THE STATION FROM THE RAILWAY STATION IN GLADSTONE, GO
 RS0417'SOUTH FOR 0.05 MILE TO A CROSS ROAD.  THEN RIGHT, WEST FOR 0.05
 RS0417'MILE.  THEN LEFT, SOUTH FOR 2.0 MILES TO A CROSS ROAD.  THEN
 RS0417'RIGHT, WEST ON A GRAVELED ROAD, FOR 3.6 MILES TO A CROSS ROAD
 RS0417'AND A SCHOOLHOUSE ON THE RIGHT.  THEN LEFT, SOUTH ON A TRACK
 RS0417'ROAD FOR 1.5 MILES TO A FORK.  TAKE LEFT FORK FOR 0.1 MILE TO
 RS0417'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH FOR
 RS0417'0.4 MILE TO TOP OF RIDGE AND THE STATION ON THE RIGHT AS
 RS0417'DESCRIBED.
 RS0417'
 RS0417'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RS0417'LEHIGH 1951.
 RS0417'
 RS0417'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE TRACK ROAD AND 3 FEET
 RS0417'EAST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 RS0417'IS STAMPED LEHIGH NO 1 1951.
 RS0417'
 RS0417'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE TRACK ROAD AND 3
 RS0417'FEET EAST OF THE WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 RS0417'DISK IS STAMPED LEHIGH NO 2 1951.
 RS0417'
 RS0417'THE AZIMUTH MARK IS 20 FEET EAST OF THE TRACK ROAD AND 1 FOOT
 RS0417'WEST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 RS0417'IS STAMPED LEHIGH 1951.
 RS0417'
 RS0417'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0417'CYLINDERS.
 RS0417
 RS0417                          STATION RECOVERY (1966)
 RS0417
 RS0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (PCJ)
 RS0417'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 RS0417'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 RS0417'THE 1951 ORIGINAL DESCRIPTION TO REACH THE STATION IS INADEQUATE.
 RS0417'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 RS0417'
 RS0417'TO REACH THE STATION FROM THE POST OFFICE IN GLADSTONE, GO WEST
 RS0417'ON MAIN GRAVEL ROAD FOR 0.1 MILE TO WHERE THE ROAD TURNS LEFT,
 RS0417'TURN LEFT AND GO SOUTH ON THE MAIN ROAD FOR 2.1 MILES TO A T-ROAD
 RS0417'RIGHT.  TURN RIGHT AND GO WEST ON THE MAIN ROAD FOR 3.5 MILES
 RS0417'TO A T-ROAD LEFT AND MR. WILLER MAIL BOX.  TURN LEFT AND GO
 RS0417'SOUTH ON THE MAIN ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON
 RS0417'THE LEFT, CONTINUE SOUTH ON THE MAIN ROAD FOR 0.1 MILE TO MR.
 RS0417'WILLER RANCH HOUSE ON THE RIGHT, CONTINUE SOUTH ON A TRACK
 RS0417'ROAD FOR 0.3 MILE TO THE HIGHEST PART OF RIDGE AND THE
 RS0417'STATION ON THE RIGHT.
 RS0417'
 RS0417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MILES
 RS0417'SOUTHEAST OF DICKINSON AND 5.0 MILES SOUTH OF GLADSTONE.
 RS0417
 RS0417                          STATION RECOVERY (2003)
 RS0417
 RS0417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 RS0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0812 ***********************************************************************
 RR0812  DESIGNATION -  LEINGANG
 RR0812  PID         -  RR0812
 RR0812  STATE/COUNTY-  ND/MORTON
 RR0812  USGS QUAD   -  CANNON BALL NW (1968)
 RR0812
 RR0812                         *CURRENT SURVEY CONTROL
 RR0812  ___________________________________________________________________
 RR0812* NAD 83(1996)-  46 24 10.60778(N)    100 44 03.85815(W)     ADJUSTED  
 RR0812* NAVD 88     -       574.5    (meters)    1885.     (feet)  VERTCON   
 RR0812  ___________________________________________________________________
 RR0812  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 RR0812  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 RR0812
 RR0812  HORZ ORDER  -  FIRST
 RR0812
 RR0812.The horizontal coordinates were established by classical geodetic methods
 RR0812.and adjusted by the National Geodetic Survey in January 1998..
 RR0812
 RR0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0812
 RR0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0812
 RR0812.The geoid height was determined by GEOID03.
 RR0812
 RR0812;                    North         East     Units Scale Factor Converg.
 RR0812;SPC ND S     -    81,869.093   581,975.145   MT  0.99996407   -0 10 15.5
 RR0812;SPC ND S     -   268,599.39  1,909,367.27   iFT  0.99996407   -0 10 15.5
 RR0812;UTM  14      - 5,140,280.782   366,680.188   MT  0.99981849   -1 15 22.5
 RR0812
 RR0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0812!SPC ND S     -   0.99991330  x   0.99996407  =   0.99987737
 RR0812!UTM  14      -   0.99991330  x   0.99981849  =   0.99973180
 RR0812
 RR0812|---------------------------------------------------------------------|
 RR0812| PID    Reference Object                     Distance      Geod. Az  |
 RR0812|                                                           dddmmss.s |
 RR0812| CQ5605 LEINGANG RM 1                        24.259 METERS 14452     |
 RR0812| CQ5606 LEINGANG RM 2                        29.816 METERS 25038     |
 RR0812| CO5841 LEINGANG AZ MK                                     2652216.0 |
 RR0812|---------------------------------------------------------------------|
 RR0812
 RR0812                          SUPERSEDED SURVEY CONTROL
 RR0812
 RR0812  NAD 83(1986)-  46 24 10.60032(N)    100 44 03.84755(W) AD(       ) 1
 RR0812  NAD 27      -  46 24 10.61600(N)    100 44 02.38300(W) AD(       ) 1
 RR0812  NGVD 29 (07/19/86)  574.1    (m)         1884.     (f) VERT ANG       
 RR0812
 RR0812.Superseded values are not recommended for survey control.
 RR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0812.See file dsdata.txt to determine how the superseded data were derived.
 RR0812
 RR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6668040281(NAD 83)
 RR0812_MARKER: DS = TRIANGULATION STATION DISK
 RR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0812
 RR0812  HISTORY     - Date     Condition        Report By
 RR0812  HISTORY     - 1934     MONUMENTED       CGS
 RR0812  HISTORY     - 1948     GOOD             CGS
 RR0812  HISTORY     - 1957     GOOD             CGS
 RR0812
 RR0812                          STATION DESCRIPTION
 RR0812
 RR0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0812'STATION IS LOCATED ABOUT 3-1/2 MILES ENE OF SOLEN, AND 1/2
 RR0812'MILE N OF THE NORTHERN PACIFIC RAILROAD BRIDGE OVER THE
 RR0812'CANNONBALL RIVER, AND IS ON THE BLUFFS N OF THE CANNONBALL
 RR0812'RIVER.  IT IS IN SEC. 22, T 134 N, R 80 W, AND IS ON LAND
 RR0812'OWNED BY THE FIRST NATIONAL BANK OF MANDAN.
 RR0812'
 RR0812'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0812'BRONZE DISKS SET IN CONCRETE.
 RR0812'
 RR0812'THE STATION MARK PROJECTS 3 INCHES AND IS 225 FEET E OF A N-S
 RR0812'FENCE.  IT IS ON THE HIGHEST POINT OF THE CENTRAL ONE OF
 RR0812'THREE BUTTES ON THE N SIDE OF THE CANNONBALL RIVER.
 RR0812'
 RR0812'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND PROJECTS 3
 RR0812'INCHES.
 RR0812'
 RR0812'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND PROJECTS 3
 RR0812'INCHES.
 RR0812'
 RR0812'THE AZIMUTH MARK IS W OF THE STATION.  IT IS ON THE E SIDE
 RR0812'OF A N AND S SECTION-LINE ROAD AND PROJECTS 4 INCHES.
 RR0812'
 RR0812'TO REACH THE STATION FROM SOLEN, A TOWN ON STATE HIGHWAY 21,
 RR0812'AND THE NORTHERN PACIFIC RAILROAD, GO N FROM THE POST OFFICE
 RR0812'TO THE STEEL BRIDGE OVER THE CANNONBALL RIVER.  CROSS THE BRIDGE
 RR0812'AND GO N 1.5 MILES TO A ROAD ON THE RIGHT.  (THERE IS A CEMETERY
 RR0812'IN THE NE ANGLE OF THIS INTERSECTION.) HERE TURN RIGHT,
 RR0812'E, AND GO 2.0 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE
 RR0812'E 0.5 MILE.  THEN TURN LEFT, N.  (AZIMUTH MARK IS 0.2 MILE N
 RR0812'OF THIS TURN), AND GO 0.5 MILE TO ROAD THAT CLIMBS UP THROUGH
 RR0812'BLUFFS TO A FARM ROAD ON THE RIGHT.  HERE TURN RIGHT AND GO
 RR0812'0.5 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.2 MILE
 RR0812'TO P.J. LEINGANGS HOUSE AND FARM BUILDINGS.  FROM THE
 RR0812'HOUSE GO S ON TRACK ROAD ABOUT 1/4 MILE TO N TOE OF BLUFF.
 RR0812'THEN GO RIGHT, W, TO A N-S FENCE.  THEN GO LEFT, S,
 RR0812'ALONG E SIDE OF FENCE 1/4 MILE TO TOP OF BLUFF.  THEN GO E
 RR0812'225 FEET TO STATION.
 RR0812'
 RR0812'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RR0812
 RR0812                          STATION RECOVERY (1948)
 RR0812
 RR0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0812'STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.  MARKS
 RR0812'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 RR0812'A COMPLETE DESCRIPTION FOLLOWS--
 RR0812'
 RR0812'STATION IS LOCATED ON PROPERTY OF ANDREW J. DIETZ, ABOUT 5.5
 RR0812'MILES EAST-NORTHEAST OF SOLEN, 0.5 MILE NORTH OF THE NORTHERN
 RR0812'PACIFIC RAILROAD BRIDGE OVER THE CANNON BALL RIVER, 14 FEET
 RR0812'NORTHWEST OF A WITNESS POST, AND ON THE HIGHEST POINT OF THE
 RR0812'BLUFF NORTH OF THE CANNON BALL RIVER.  THE MARK PROJECTS 3
 RR0812'INCHES, AND THE DISK IS STAMPED LEINGANG 1934.
 RR0812'
 RR0812'REFERENCE MARK NO. 1 IS 79.59 FEET SOUTHEAST OF STATION.  THE
 RR0812'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED LEINGANG NO 1 1934.
 RR0812'
 RR0812'REFERENCE MARK NO. 2 IS 97.82 FEET WEST-SOUTHWEST OF STATION.
 RR0812'THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED LEINGANG
 RR0812'NO 2 1934.
 RR0812'
 RR0812'AZIMUTH MARK IS 0.5 MILE WEST OF STATION AND 1 FOOT WEST OF A
 RR0812'WIRE FENCE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RR0812'LEINGANG AZIMUTH 1934.
 RR0812'
 RR0812'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 21 AND MAIN
 RR0812'STREET AT THE NORTH EDGE OF SOLEN, GO NORTH ON STATE HIGHWAY
 RR0812'21 FOR 0.85 MILE TO A T-ROAD RIGHT AND A SMALL CEMETERY IN THE
 RR0812'NORTHEAST ANGLE OF ROADS, TURN RIGHT AND GO 2.5 MILES TO
 RR0812'POINT WHERE MAIN ROAD BEARS RIGHT TO GATE, CONTINUE STRAIGHT
 RR0812'AHEAD FOR 0.05 MILE TO THE FENCE CORNER, TURN LEFT AND GO 0.15
 RR0812'MILE TO AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT AHEAD FOR
 RR0812'0.85 MILE TO A T-ROAD, TURN RIGHT AND GO 0.5 MILE TO A
 RR0812'CROSSROAD, TURN RIGHT AND GO SOUTH ON DRIVEWAY FOR 0.5 MILE TO
 RR0812'MR. DIETZS HOUSE ON LEFT, CONTINUE SOUTH ON TRACK ROAD FOR
 RR0812'0.25 MILE, TURN RIGHT AND GO WEST OVER NORTH END OF RIDGE TO
 RR0812'NORTH-SOUTH FENCE LINE, TURN LEFT AND FOLLOW FENCE
 RR0812'SOUTH FOR 0.15 MILE TO TOP OF RIDGE, TURN LEFT AND GO
 RR0812'EAST FOR 0.05 MILE TO STATION ON HIGHEST POINT OF RIDGE.
 RR0812'
 RR0812'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 RR0812
 RR0812                          STATION RECOVERY (1957)
 RR0812
 RR0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0812'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0812'CONDITION.  THE 1948 DESCRIPTION TO REACH THE STATION IS
 RR0812'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0944 ***********************************************************************
 RR0944  DESIGNATION -  LEIPZIG
 RR0944  PID         -  RR0944
 RR0944  STATE/COUNTY-  ND/GRANT
 RR0944  USGS QUAD   -  NEW LEIPZIG NORTH (1980)
 RR0944
 RR0944                         *CURRENT SURVEY CONTROL
 RR0944  ___________________________________________________________________
 RR0944* NAD 83(1996)-  46 23 43.00315(N)    101 55 04.70275(W)     ADJUSTED  
 RR0944* NAVD 88     -       774.06   (+/-2cm)    2539.6    (feet)  VERTCON   
 RR0944  ___________________________________________________________________
 RR0944  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 RR0944  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 RR0944
 RR0944  HORZ ORDER  -  FIRST
 RR0944  VERT ORDER  -  THIRD ? (See Below)
 RR0944
 RR0944.The horizontal coordinates were established by classical geodetic methods
 RR0944.and adjusted by the National Geodetic Survey in January 1998..
 RR0944
 RR0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0944.The vertical order pertains to the NGVD 29 superseded value.
 RR0944
 RR0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0944
 RR0944.The geoid height was determined by GEOID03.
 RR0944
 RR0944;                    North         East     Units Scale Factor Converg.
 RR0944;SPC ND S     -    81,974.090   490,953.654   MT  0.99996508   -1 02 03.3
 RR0944;SPC ND S     -   268,943.86  1,610,740.33   iFT  0.99996508   -1 02 03.3
 RR0944;UTM  14      - 5,142,105.286   275,673.545   MT  1.00021862   -2 06 49.8
 RR0944;UTM  13      - 5,142,583.885   736,937.949   MT  1.00029014   +2 13 58.0
 RR0944
 RR0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0944!SPC ND S     -   0.99988169  x   0.99996508  =   0.99984677
 RR0944!UTM  14      -   0.99988169  x   1.00021862  =   1.00010028
 RR0944!UTM  13      -   0.99988169  x   1.00029014  =   1.00017179
 RR0944
 RR0944|---------------------------------------------------------------------|
 RR0944| PID    Reference Object                     Distance      Geod. Az  |
 RR0944|                                                           dddmmss.s |
 RR0944| CQ7994 LEIPZIG RM 2                         10.382 METERS 00308     |
 RR0944| RR0389 Y 99                                               1394725.5 |
 RR0944| CQ7993 LEIPZIG RM 1                         10.570 METERS 18336     |
 RR0944| RR0943 NEW LEIPZIG CHURCH                  APPROX. 3.5 KM 2225541.3 |
 RR0944|---------------------------------------------------------------------|
 RR0944
 RR0944                          SUPERSEDED SURVEY CONTROL
 RR0944
 RR0944  NAD 83(1986)-  46 23 42.99534(N)    101 55 04.69807(W) AD(       ) 1
 RR0944  NAD 27      -  46 23 42.97500(N)    101 55 03.16300(W) AD(       ) 1
 RR0944  NGVD 29 (07/19/86)  773.55   (m)         2537.9    (f) LEVELING    3  
 RR0944
 RR0944.Superseded values are not recommended for survey control.
 RR0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0944.See file dsdata.txt to determine how the superseded data were derived.
 RR0944
 RR0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7567442105(NAD 83)
 RR0944_MARKER: DS = TRIANGULATION STATION DISK
 RR0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0944_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0944
 RR0944  HISTORY     - Date     Condition        Report By
 RR0944  HISTORY     - 1951     MONUMENTED       CGS
 RR0944  HISTORY     - 1959     GOOD             CGS
 RR0944  HISTORY     - 1968     GOOD             CGS
 RR0944  HISTORY     - 1984     GOOD             LOCENG
 RR0944
 RR0944                          STATION DESCRIPTION
 RR0944
 RR0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0944'STATION IS LOCATED ABOUT 1.75 MILE NORTHEAST OF NEW LEIPZIG,
 RR0944'ON A HIGH, ROCK-COVERED HILL THAT IS BEING USED AS A ROCK QUARRY
 RR0944'BY THE STATE HIGHWAY DEPARTMENT.
 RR0944'
 RR0944'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 RR0944'STATE HIGHWAY 21, JUST NORTH OF THE DEPOT IN NEW LEIPZIG, GO
 RR0944'EASTERLY ON THE HIGHWAY FOR 1.7 MILES TO A T-ROAD NORTH.
 RR0944'(TO REACH THE AZIMUTH MARK, CONTINUE STRAIGHT AHEAD FOR 0.3
 RR0944'MILE TO THE AZIMUTH MARK ON THE RIGHT) TURN LEFT AND GO NORTH
 RR0944'TO THE TOP OF HILL AND STATION ON THE EASTERN EDGE OF THE
 RR0944'EXCAVATION.
 RR0944'
 RR0944'THE STATION MARK PROJECTS ABOUT 6 INCHES, AND THE DISK IS
 RR0944'STAMPED LEIPZIG 1951.
 RR0944'
 RR0944'REFERENCE MARK NO. 1 PROJECTS ABOUT 8 INCHES, AND THE DISK
 RR0944'IS STAMPED LEIPZIG NO 1 1951.
 RR0944'
 RR0944'REFERENCE MARK NO. 2 PROJECTS ABOUT 8 INCHES, AND THE DISK
 RR0944'IS STAMPED LEIPZIG NO 2 1951.
 RR0944'
 RR0944'BENCH MARK Y 99 IS 100 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 RR0944'AND 24 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK.  IT
 RR0944'IS A STANDARD BENCH MARK DISK, SET IN THE TOP OF AN 8-INCH
 RR0944'SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 8 INCHES, AND
 RR0944'THE DISK IS STAMPED Y 99 1934.
 RR0944'
 RR0944'ALL MARKS, WITH THE EXCEPTION OF BENCH MARK Y 99 ARE STANDARD
 RR0944'DISKS SET IN THE TOPS OF 12-INCH CONCRETE CYLINDERS.
 RR0944
 RR0944                          STATION RECOVERY (1959)
 RR0944
 RR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0944'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0944'CONDITION.  THE ROCK QUARRY HAS BEEN ABANDONED BUT IT IS
 RR0944'POSSIBLE TO DRIVE TO THE STATION BY PICKING ROAD THROUGH FIELDS.
 RR0944'
 RR0944'THE ORIGINAL DESCRIPTION, TO REACH THE STATION FROM NEW LEIPZIG,
 RR0944'IS ADEQUATE.
 RR0944
 RR0944                          STATION RECOVERY (1968)
 RR0944
 RR0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 RR0944'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0944'CONDITION.  A STEEL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 RR0944'AZIMUTH MARK.
 RR0944'
 RR0944'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0944'
 RR0944'THE ROCK QUARRY MENTIONED IN THE ORIGINAL DESCRIPTION IS NO
 RR0944'LONGER IN OPERATION AND THE STATION IS IN NO DANGER OF
 RR0944'BEING DESTROYED.
 RR0944
 RR0944                          STATION RECOVERY (1984)
 RR0944
 RR0944'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MF)
 RR0944'LEIPZIG 1951 RECOVERED GOOD.
 RR0944'
 RR0944'(AZ MK) Y - 99 1934 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0921 ***********************************************************************
 RR0921  DESIGNATION -  LEITH CHURCH SPIRE
 RR0921  PID         -  RR0921
 RR0921  STATE/COUNTY-  ND/GRANT
 RR0921  USGS QUAD   -  LEITH (1972)
 RR0921
 RR0921                         *CURRENT SURVEY CONTROL
 RR0921  ___________________________________________________________________
 RR0921* NAD 83(1996)-  46 21 33.24378(N)    101 38 24.25843(W)     ADJUSTED  
 RR0921* NAVD 88     -                                                        
 RR0921  ___________________________________________________________________
 RR0921  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 RR0921  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 RR0921
 RR0921  HORZ ORDER  -  THIRD
 RR0921
 RR0921.The horizontal coordinates were established by classical geodetic methods
 RR0921.and adjusted by the National Geodetic Survey in January 1998..
 RR0921
 RR0921
 RR0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0921
 RR0921.The geoid height was determined by GEOID03.
 RR0921
 RR0921;                    North         East     Units Scale Factor Converg.
 RR0921;SPC ND S     -    77,620.033   512,265.255   MT  0.99997007   -0 49 53.6
 RR0921;SPC ND S     -   254,658.90  1,680,660.29   iFT  0.99997007   -0 49 53.6
 RR0921;UTM  14      - 5,137,349.534   296,903.452   MT  1.00010706   -1 54 40.4
 RR0921
 RR0921                          SUPERSEDED SURVEY CONTROL
 RR0921
 RR0921  NAD 83(1986)-  46 21 33.23463(N)    101 38 24.25270(W) AD(       ) 4
 RR0921  NAD 27      -  46 21 33.23207(N)    101 38 22.81376(W) AD(       ) 3
 RR0921
 RR0921.Superseded values are not recommended for survey control.
 RR0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0921.See file dsdata.txt to determine how the superseded data were derived.
 RR0921
 RR0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9690337350(NAD 83)
 RR0921_MARKER: 90 = CHURCH SPIRE
 RR0921
 RR0921  HISTORY     - Date     Condition        Report By
 RR0921  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0921
 RR0921                          STATION DESCRIPTION
 RR0921
 RR0921'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0921'LOCATED IN VILLAGE LEITH.  POINT OBSERVED UPON WAS PINNACLE OF SPIRE
 RR0921'OF ORTHODOX PRESBYTERIAN CHURCH, IN ABOUT NW. CORNER OF VILLAGE.  THIS
 RR0921'IS THE ONLY CHURCH IN TOWN.  STATION MARK--PINNACLE OF CHURCH SPIRE.
 RR0921'NO CHECK ON THIS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1774 ***********************************************************************
 TG1774  DESIGNATION -  LELAND
 TG1774  PID         -  TG1774
 TG1774  STATE/COUNTY-  ND/MOUNTRAIL
 TG1774  USGS QUAD   -  PALERMO NW (1981)
 TG1774
 TG1774                         *CURRENT SURVEY CONTROL
 TG1774  ___________________________________________________________________
 TG1774* NAD 83(1996)-  48 29 18.09988(N)    102 10 36.81856(W)     ADJUSTED  
 TG1774* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 TG1774  ___________________________________________________________________
 TG1774  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 TG1774  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 TG1774
 TG1774  HORZ ORDER  -  SECOND
 TG1774
 TG1774.The horizontal coordinates were established by classical geodetic methods
 TG1774.and adjusted by the National Geodetic Survey in January 1998..
 TG1774
 TG1774.The orthometric height was scaled from a topographic map.
 TG1774
 TG1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1774
 TG1774.The geoid height was determined by GEOID03.
 TG1774
 TG1774;                    North         East     Units Scale Factor Converg.
 TG1774;SPC ND N     -   166,830.498   476,061.473   MT  0.99996065   -1 14 52.2
 TG1774;SPC ND N     -   547,344.15  1,561,881.47   iFT  0.99996065   -1 14 52.2
 TG1774;UTM  13      - 5,374,431.334   708,585.623   MT  1.00013458   +2 06 53.1
 TG1774
 TG1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1774!SPC ND N     -   0.99989178  x   0.99996065  =   0.99985243
 TG1774!UTM  13      -   0.99989178  x   1.00013458  =   1.00002634
 TG1774
 TG1774:                Primary Azimuth Mark                     Grid Az
 TG1774:SPC ND N     -  LELAND AZ MK                             092 14 17.0
 TG1774:UTM  13      -  LELAND AZ MK                             088 52 31.7
 TG1774
 TG1774|---------------------------------------------------------------------|
 TG1774| PID    Reference Object                     Distance      Geod. Az  |
 TG1774|                                                           dddmmss.s |
 TG1774| CQ7995 LELAND AZ MK                                       0905924.8 |
 TG1774| CQ7996 LELAND RM 1                          16.133 METERS 18345     |
 TG1774| TG1798 STANLEY MUNICIPAL TANK              APPROX.24.5 KM 2204227.8 |
 TG1774| CQ7997 LELAND RM 2                          16.428 METERS 26835     |
 TG1774|---------------------------------------------------------------------|
 TG1774
 TG1774                          SUPERSEDED SURVEY CONTROL
 TG1774
 TG1774  NAD 83(1986)-  48 29 18.10018(N)    102 10 36.81221(W) AD(       ) 2
 TG1774  NAD 27      -  48 29 18.01100(N)    102 10 35.24200(W) AD(       ) 2
 TG1774
 TG1774.Superseded values are not recommended for survey control.
 TG1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1774.See file dsdata.txt to determine how the superseded data were derived.
 TG1774
 TG1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0858674431(NAD 83)
 TG1774_MARKER: DS = TRIANGULATION STATION DISK
 TG1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1774
 TG1774  HISTORY     - Date     Condition        Report By
 TG1774  HISTORY     - 1946     MONUMENTED       CGS
 TG1774
 TG1774                          STATION DESCRIPTION
 TG1774
 TG1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1774'THIS STATION IS LOCATED ON A HIGH HILL 16.5 MILES NORTH-NORTH
 TG1774'EAST OF STANLEY, AND 19.0 MILES EAST OF LUNDS VALLEY.  IT IS
 TG1774'ON A HIGH HILL 31 FT. NORTH OF AN EAST WEST ROAD, 6 FT. NORTH
 TG1774'OF AN EAST WEST FENCE, 5 FT. NORTH OF A WHITE WITNESS POST.
 TG1774'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LELAND
 TG1774'1946.
 TG1774'
 TG1774'REFERENCE MARK NO 1 IS 52.93 FT. SOUTH OF THE STATION, 1.5
 TG1774'FT. SOUTH OF AN EAST-WEST FENCE, SOUTH SIDE OF ROAD.  THE MARK
 TG1774'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LELAND NO 1
 TG1774'1946.
 TG1774'
 TG1774'REFERENCE MARK NO 2 IS 53.90 FT. WEST OF THE STATION, 3 FT. NORTH
 TG1774'OF AN EAST-WEST FENCE, NORTH SIDE OF ROAD.  THE MARK PROJECTS
 TG1774'ABOUT 3 INCHES AND THE DISK IS STAMPED LELAND NO 2 1946.
 TG1774'
 TG1774'THE AZIMUTH MARK IS 0.5 MILES EAST OF THE STATION, 31 FT. SOUTH
 TG1774'OF AN EAST-WEST ROAD AND 5 FT. WEST OF A WHITE WITNESS POST.
 TG1774'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 TG1774'LELAND 1946.
 TG1774'
 TG1774'TO REACH THE STATION FROM THE CROSSROADS JUST EAST OF PALERMO,
 TG1774'TURN LEFT ON GRADED ROAD AND GO NORTH 10.3 MILES ON MAIN ROAD
 TG1774'TO ANOTHER CROSSROADS.  TURN RIGHT, UP HILL, AND GO EAST 1.6
 TG1774'MILES TO STATION ON LEFT OR NORTH OF ROAD AS DESCRIBED.
 TG1774'CONTINUE EAST FOR 0.5 MILES TO AZIMUTH MARK ON RIGHT OR SOUTH
 TG1774'SIDE OF ROAD AS DESCRIBED.
 TG1774'
 TG1774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1182 ***********************************************************************
 SM1182  DESIGNATION -  LEMERT GRAIN CO ELEVATOR
 SM1182  PID         -  SM1182
 SM1182  STATE/COUNTY-  ND/FOSTER
 SM1182  USGS QUAD   -  CATHAY SE (1986)
 SM1182
 SM1182                         *CURRENT SURVEY CONTROL
 SM1182  ___________________________________________________________________
 SM1182* NAD 83(1996)-  47 30 34.45240(N)    099 15 49.30145(W)     ADJUSTED  
 SM1182* NAVD 88     -                                                        
 SM1182  ___________________________________________________________________
 SM1182  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 SM1182  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 SM1182
 SM1182  HORZ ORDER  -  THIRD
 SM1182
 SM1182.The horizontal coordinates were established by classical geodetic methods
 SM1182.and adjusted by the National Geodetic Survey in January 1998..
 SM1182
 SM1182
 SM1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1182
 SM1182.The geoid height was determined by GEOID03.
 SM1182
 SM1182;                    North         East     Units Scale Factor Converg.
 SM1182;SPC ND N     -    57,401.967   693,125.396   MT  0.99998589   +0 55 11.9
 SM1182;SPC ND N     -   188,326.66  2,274,033.45   iFT  0.99998589   +0 55 11.9
 SM1182;UTM  14      - 5,261,827.012   480,143.852   MT  0.99960485   -0 11 40.0
 SM1182
 SM1182                          SUPERSEDED SURVEY CONTROL
 SM1182
 SM1182  NAD 83(1986)-  47 30 34.45559(N)    099 15 49.29853(W) AD(       ) 4
 SM1182  NAD 27      -  47 30 34.46100(N)    099 15 47.88300(W) AD(       ) 3
 SM1182
 SM1182.Superseded values are not recommended for survey control.
 SM1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1182.See file dsdata.txt to determine how the superseded data were derived.
 SM1182
 SM1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT8014461827(NAD 83)
 SM1182_MARKER: 65 = GRAIN ELEVATOR
 SM1182
 SM1182  HISTORY     - Date     Condition        Report By
 SM1182  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1182
 SM1182                          STATION DESCRIPTION
 SM1182
 SM1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1182'THIS INTERSECTION STATION IS LOCATED IN THE VILLAGE OF LEMERT,
 SM1182'ABOUT 16 FEET S OF THE S RAIL OF THE SOO LINE RAILROAD.  IT IS
 SM1182'OF WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 80 FEET HIGH.
 SM1182'
 SM1182'THE POINT LOCATED IS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2180 ***********************************************************************
 TE2180  DESIGNATION -  LENA
 TE2180  PID         -  TE2180
 TE2180  STATE/COUNTY-  ND/ROLETTE
 TE2180  USGS QUAD   -  
 TE2180
 TE2180                         *CURRENT SURVEY CONTROL
 TE2180  ___________________________________________________________________
 TE2180* NAD 83(1996)-  49 01 57.49209(N)    099 40 36.66565(W)     ADJUSTED  
 TE2180* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 TE2180  ___________________________________________________________________
 TE2180  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 TE2180  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 TE2180
 TE2180  HORZ ORDER  -  THIRD
 TE2180
 TE2180.The horizontal coordinates were established by classical geodetic methods
 TE2180.and adjusted by the National Geodetic Survey in January 1998..
 TE2180
 TE2180.The orthometric height was scaled from a topographic map.
 TE2180
 TE2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2180
 TE2180.The geoid height was determined by GEOID03.
 TE2180
 TE2180;                    North         East     Units Scale Factor Converg.
 TE2180;SPC ND N     -   226,329.380   660,195.140   MT  1.00007316   +0 36 45.1
 TE2180;SPC ND N     -   742,550.46  2,165,994.55   iFT  1.00007316   +0 36 45.1
 TE2180;UTM  14      - 5,431,304.517   450,525.882   MT  0.99963007   -0 30 39.9
 TE2180
 TE2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2180!SPC ND N     -   0.99991563  x   1.00007316  =   0.99998878
 TE2180!UTM  14      -   0.99991563  x   0.99963007  =   0.99954573
 TE2180
 TE2180:                Primary Azimuth Mark                     Grid Az
 TE2180:SPC ND N     -  ENTER                                    093 16 34.4
 TE2180:UTM  14      -  ENTER                                    094 23 59.4
 TE2180
 TE2180|---------------------------------------------------------------------|
 TE2180| PID    Reference Object                     Distance      Geod. Az  |
 TE2180|                                                           dddmmss.s |
 TE2180| TE2134 ENTER                               APPROX. 6.2 KM 0935319.5 |
 TE2180|---------------------------------------------------------------------|
 TE2180
 TE2180                          SUPERSEDED SURVEY CONTROL
 TE2180
 TE2180  NAD 83(1986)-  49 01 57.48522(N)    099 40 36.64936(W) AD(       ) 3
 TE2180
 TE2180.Superseded values are not recommended for survey control.
 TE2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2180.See file dsdata.txt to determine how the superseded data were derived.
 TE2180
 TE2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV5052631305(NAD 83)
 TE2180_MARKER: DD = SURVEY DISK
 TE2180_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TE2180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE2180
 TE2180  HISTORY     - Date     Condition        Report By
 TE2180  HISTORY     - 1911     MONUMENTED       IBC
 TE2180
 TE2180                          STATION DESCRIPTION
 TE2180
 TE2180'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2180'ABOUT 2-1/3 MILES NORTH OF THE INTERNATIONAL BOUNDARY, MIDWAY BETWEEN
 TE2180'MONUMENTS 723 AND 724, ON THE HIGHEST POINT OF A NOTICEABLE HILL IN
 TE2180'SW 1/4 SECTION 15, TOWNSHIP 1, RANGE 17 W, PRINCIPAL MERIDIAN.
 TE2180'
 TE2180'STATION MARK--THE ORIGINAL MARK WAS A WOODEN HUB DRIVEN FLUSH WITH
 TE2180'THE GROUND.  IN 1919 THE STATION WAS RE - MARKED.  THE SURFACE MARK
 TE2180'IS A BRONZE DISK SET IN THE TOP OF A CIRCULAR CONCRETE BLOCK 10 INCHES
 TE2180'IN DIAMETER AND 18 INCHES LONG, SET WITH THE TOP 4 INCHES BELOW THE
 TE2180'SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A CROSS CUT IN A STONE
 TE2180'6 BY 10 BY 10 INCHES SET WITH ITS TOP FACE 24 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0774 ***********************************************************************
 RP0774  DESIGNATION -  LEONARD
 RP0774  PID         -  RP0774
 RP0774  STATE/COUNTY-  ND/CASS
 RP0774  USGS QUAD   -  SHELDON NE (1961)
 RP0774
 RP0774                         *CURRENT SURVEY CONTROL
 RP0774  ___________________________________________________________________
 RP0774* NAD 83(1996)-  46 40 21.96944(N)    097 20 45.58883(W)     ADJUSTED  
 RP0774* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 RP0774  ___________________________________________________________________
 RP0774  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 RP0774  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 RP0774
 RP0774  HORZ ORDER  -  SECOND
 RP0774
 RP0774.The horizontal coordinates were established by classical geodetic methods
 RP0774.and adjusted by the National Geodetic Survey in January 1998..
 RP0774
 RP0774.The orthometric height was scaled from a topographic map.
 RP0774
 RP0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0774
 RP0774.The geoid height was determined by GEOID03.
 RP0774
 RP0774;                    North         East     Units Scale Factor Converg.
 RP0774;SPC ND S     -   116,678.777   841,262.123   MT  0.99993983   +2 18 01.7
 RP0774;SPC ND S     -   382,804.39  2,760,046.34   iFT  0.99993983   +2 18 01.7
 RP0774;UTM  14      - 5,170,129.726   626,511.203   MT  0.99979673   +1 12 12.1
 RP0774
 RP0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0774!SPC ND S     -   0.99995405  x   0.99993983  =   0.99989389
 RP0774!UTM  14      -   0.99995405  x   0.99979673  =   0.99975079
 RP0774
 RP0774:                Primary Azimuth Mark                     Grid Az
 RP0774:SPC ND S     -  WOODS                                    108 34 45.0
 RP0774:UTM  14      -  WOODS                                    109 40 34.6
 RP0774
 RP0774|---------------------------------------------------------------------|
 RP0774| PID    Reference Object                     Distance      Geod. Az  |
 RP0774|                                                           dddmmss.s |
 RP0774| RP0773 WOODS                               APPROX.13.4 KM 1105246.7 |
 RP0774| CQ5612 LEONARD RM 2                         72.286 METERS 18247     |
 RP0774| CQ5611 LEONARD RM 1                         42.477 METERS 27819     |
 RP0774| RP0781 CHAFFEE FARMERS COOP ELEVATOR       APPROX.11.3 KM 3561114.0 |
 RP0774| CQ5610 LEONARD AZ MK                                      3594608.6 |
 RP0774|---------------------------------------------------------------------|
 RP0774
 RP0774                          SUPERSEDED SURVEY CONTROL
 RP0774
 RP0774  NAD 83(1986)-  46 40 21.97039(N)    097 20 45.57971(W) AD(       ) 2
 RP0774  NAD 27      -  46 40 22.07600(N)    097 20 44.25000(W) AD(       ) 2
 RP0774
 RP0774.Superseded values are not recommended for survey control.
 RP0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0774.See file dsdata.txt to determine how the superseded data were derived.
 RP0774
 RP0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2651170130(NAD 83)
 RP0774_MARKER: DS = TRIANGULATION STATION DISK
 RP0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0774
 RP0774  HISTORY     - Date     Condition        Report By
 RP0774  HISTORY     - 1954     MONUMENTED       CGS
 RP0774  HISTORY     - 1964     GOOD             CGS
 RP0774
 RP0774                          STATION DESCRIPTION
 RP0774
 RP0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0774'THE STATION IS LOCATED IN NORTHWEST CORNER OF SEC. 23,
 RP0774'T. 137 N., R. 53 W., ON LAND OWNED BY MR. W.F. SAUNDERS.
 RP0774'IT IS LOCATED ABOUT 7 MILES SOUTH AND 0.5 MILE EAST OF CHAFFEE
 RP0774'AND 5 MILES WEST-NORTHWEST OF LEONARD.
 RP0774'
 RP0774'TO REACH FROM THE RAILROAD DEPOT IN CHAFFEE, GO EAST, ON
 RP0774'GRAVELED ROAD FOR 0.5 MILE TO CROSSROADS.  TURN RIGHT, SOUTH, ON
 RP0774'GRAVELED ROAD AND GO SOUTH 7 MILES TO STATION ON LEFT AT NORTHWEST
 RP0774'EDGE OF A GOVERNMENT SHELTER BELT.
 RP0774'
 RP0774'THE STATION MARK, 76 FEET EAST OF THE CENTER OF THE GRAVEL
 RP0774'ROAD, 3.5 FEET WEST OF A WITNESS POST, IS 1.0 FOOT BELOW THE
 RP0774'GROUND SURFACE AND THE DISK IS STAMPED LEONARD 1954.
 RP0774'
 RP0774'REFERENCE MARK NO. 1, WEST OF STATION, IS 63 FEET WEST OF THE
 RP0774'CENTER OF THE GRAVEL ROAD, 20 FEET WEST OF A FENCE CORNER-POST,
 RP0774'3 FEET EAST OF A POWER POLE, 1.0 FOOT NORTH OF A FENCE LINE
 RP0774'AND PROJECTS 2 INCHES.  THE DISK IS STAMPED LEONARD NO 1 1954.
 RP0774'
 RP0774'REFERENCE MARK NO. 2, SOUTH OF STATION, IS 63 FEET EAST OF THE
 RP0774'CENTER OF THE GRAVEL ROAD, 10.0 FEET WEST OF WEST EDGE OF THE
 RP0774'SHELTER BELT, 2 FEET NORTH OF A POWER POLE AND PROJECTS 1.0
 RP0774'INCH.  THE DISK IS STAMPED LEONARD NO 2 1954.
 RP0774'
 RP0774'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTH, IS 67 FEET
 RP0774'EAST OF THE CENTER OF THE GRAVEL ROAD, 1.5 FEET SOUTHEAST OF
 RP0774'A WITNESS POST, 1.0 FOOT SOUTH OF A POWER POLE AND PROJECTS
 RP0774'3 INCHES.  THE DISK IS STAMPED LEONARD 1954.
 RP0774'
 RP0774'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RP0774
 RP0774                          STATION RECOVERY (1964)
 RP0774
 RP0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WGT)
 RP0774'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 RP0774'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO BE
 RP0774'TILTED TO A 45 DEGREE ANGLE.  THIS MARK WAS DESTROYED AND
 RP0774'WAS NOT REPLACED AT THIS TIME AS NO OBJECTS WERE VISABLE FROM
 RP0774'THE GROUND AT THE STATION.
 RP0774'
 RP0774'A REQUEST WAS RECEIVED TO MOVE THE REFERENCE MARKS AS THEY
 RP0774'WERE IN THE WAY OF PLANNED ROAD CONSTRUCTION.  THE ORIGINAL
 RP0774'MARKS WERE RESET AND RESTAMPED.
 RP0774'
 RP0774'THE STATION WAS RECOVERED AT THE NORTHWEST CORNER OF A TREE
 RP0774'BELT, 76 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 RP0774'BELOW THE SURFACE OF THE GROUND.  A METAL WITNESS POST WAS
 RP0774'SET 1-1/2 FEET NORTH OF THE STATION.
 RP0774'
 RP0774'R.M. NO. 3 IS SOUTH OF THE STATION, 78 FEET EAST OF THE CENTERLINE
 RP0774'OF THE ROAD, AT WEST EDGE OF TREE BELT AND LILAC BUSHES AND
 RP0774'1 FOOT NORTH OF A LOW STEEL POST.  THE MARK PROJECTS ABOUT 2
 RP0774'INCHES AND THE DISK IS STAMPED LEONARD NO 3 1954.
 RP0774'
 RP0774'R.M. NO. 4 IS WEST-NORTHWEST OF THE STATION, 78 FEET WEST OF THE
 RP0774'CENTERLINE OF THE MAIN ROAD, 29-1/2 FEET SOUTH OF THE CENTERLINE
 RP0774'OF ROAD LEADING WEST, 1 FOOT NORTH OF A FENCE AND 1 FOOT EAST
 RP0774'OF A LOW STEEL POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 RP0774'DISK IS STAMPED LEONARD NO 4 1954.
 RP0774'
 RP0774'IT WAS FIRST THOUGHT THAT INITIAL USED FOR MEASURING ANGLE
 RP0774'BETWEEN REFERENCE MARKS WAS A CHURCH STEEPLE.  IT WAS LEARNED
 RP0774'THAT THE OBJECT WAS A STEEL TOWER FOR LARGE TRANSMISSION LINES.
 RP0774'THE TOWER WAS THOUGHT TO BE THE ONE THAT IS 9.7 MILES NORTH
 RP0774'OF THE STATION AND ABOUT 100 YARDS WEST OF THE NORTH-SOUTH
 RP0774'ROAD.
 RP0774'
 RP0774'TO REACH THE STATION FROM THE CROSSROADS ABOUT 0.5 MILE EAST
 RP0774'OF CHAFFEE, GO SOUTH FOR 7.0 MILES TO STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1602 ***********************************************************************
 SN1602  DESIGNATION -  LETVIN
 SN1602  PID         -  SN1602
 SN1602  STATE/COUNTY-  ND/SHERIDAN
 SN1602  USGS QUAD   -  SIEBOLD LAKE (1981)
 SN1602
 SN1602                         *CURRENT SURVEY CONTROL
 SN1602  ___________________________________________________________________
 SN1602* NAD 83(1996)-  47 42 41.99052(N)    100 33 03.75630(W)     ADJUSTED  
 SN1602* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 SN1602  ___________________________________________________________________
 SN1602  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 SN1602  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SN1602
 SN1602  HORZ ORDER  -  SECOND
 SN1602
 SN1602.The horizontal coordinates were established by classical geodetic methods
 SN1602.and adjusted by the National Geodetic Survey in January 1998..
 SN1602
 SN1602.The orthometric height was scaled from a topographic map.
 SN1602
 SN1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1602
 SN1602.The geoid height was determined by GEOID03.
 SN1602
 SN1602;                    North         East     Units Scale Factor Converg.
 SN1602;SPC ND N     -    79,124.273   596,169.856   MT  0.99995692   -0 02 16.7
 SN1602;SPC ND N     -   259,594.07  1,955,937.85   iFT  0.99995692   -0 02 16.7
 SN1602;UTM  14      - 5,285,418.771   383,657.227   MT  0.99976633   -1 08 51.1
 SN1602
 SN1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1602!SPC ND N     -   0.99990299  x   0.99995692  =   0.99985992
 SN1602!UTM  14      -   0.99990299  x   0.99976633  =   0.99966934
 SN1602
 SN1602:                Primary Azimuth Mark                     Grid Az
 SN1602:SPC ND N     -  LETVIN AZ MK                             090 58 14.1
 SN1602:UTM  14      -  LETVIN AZ MK                             092 04 48.5
 SN1602
 SN1602|---------------------------------------------------------------------|
 SN1602| PID    Reference Object                     Distance      Geod. Az  |
 SN1602|                                                           dddmmss.s |
 SN1602| CQ5615 LETVIN AZ MK                                       0905557.4 |
 SN1602| CQ5616 LETVIN RM 1                           8.443 METERS 09156     |
 SN1602| CQ5617 LETVIN RM 2                          11.338 METERS 17516     |
 SN1602| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      APPROX.19.5 KM 3070339.5 |
 SN1602|---------------------------------------------------------------------|
 SN1602
 SN1602                          SUPERSEDED SURVEY CONTROL
 SN1602
 SN1602  NAD 83(1986)-  47 42 41.99416(N)    100 33 03.75232(W) AD(       ) 2
 SN1602  NAD 27      -  47 42 41.99570(N)    100 33 02.27150(W) AD(       ) 2
 SN1602
 SN1602.Superseded values are not recommended for survey control.
 SN1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1602.See file dsdata.txt to determine how the superseded data were derived.
 SN1602
 SN1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT8365785419(NAD 83)
 SN1602_MARKER: DS = TRIANGULATION STATION DISK
 SN1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1602
 SN1602  HISTORY     - Date     Condition        Report By
 SN1602  HISTORY     - 1962     MONUMENTED       CGS
 SN1602
 SN1602                          STATION DESCRIPTION
 SN1602
 SN1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1602'THE STATION IS LOCATED 1.7 MILES WEST AND 9.9 MILES SOUTH OF
 SN1602'THE TOWN OF KIEF, IN THE EAST CENTRAL 1/4 OF SEC. 20,T149N,
 SN1602'R77W, ON TOP OF A RIDGE.
 SN1602'
 SN1602'TO REACH FROM THE POST OFFICE IN KIEF, GO NORTH ON MAIN ST. FOR
 SN1602'0.25 MILE TO A GRAVELED ROAD.  TURN LEFT, WEST, AND GO 0.3 MILE
 SN1602'TO A CROSSROAD.  TURN LEFT, SOUTH, AND GO 9.75 MILES TO A
 SN1602'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1 MILE TO A SIDE ROAD
 SN1602'LEFT.  TURN LEFT, SOUTH, AND GO 0.4 MILE TO THE AZIMUTH MARK
 SN1602'ON THE RIGHT.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.4 MILE TO A
 SN1602'FARMERS DRIVE WAY ON THE RIGHT.  TURN RIGHT ON DRIVE WAY AND
 SN1602'GO WEST, NORTHWEST, FOR 0.35 MILE TO THE LETVINS HOME AND
 SN1602'RANCH BUILDINGS.  GO THROUGH THE GATE NORTH OF THE GARAGE AND
 SN1602'NORTHWEST OF THE HOUSE.  CONTINUE WEST, NORTHWEST, ON THE TRACK
 SN1602'ROAD FOR 0.35 MILE.  TURN RIGHT AND GO 0.1 MILE TO THE TOP OF
 SN1602'A RIDGE AND STATION.
 SN1602'
 SN1602'THE STATION MARK IS A STANDARD DISK STAMPED LETVIN 1962 AND
 SN1602'SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT WHICH
 SN1602'IS FLUSH WITH THE GROUND.  IT IS 3.6 FEET NORTH, NORTHEAST OF THE
 SN1602'WITNESS POST.
 SN1602'
 SN1602'REFERENCE MARK NO. 1, STAMPED LETVIN NO 1 1962, IS A STANDARD
 SN1602'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1602'WHICH IS FLUSH WITH THE GROUND.  IT IS 21.6 FEET EAST OF THE
 SN1602'WITNESS POST.
 SN1602'
 SN1602'REFERENCE MARK NO. 2, STAMPED LETVIN NO 2 1962, IS A STANDARD
 SN1602'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1602'WHICH IS FLUSH WITH THE GROUNDS.  IT IS 34.6 FEET SOUTH,
 SN1602'SOUTHWEST OF THE WITNESS POST.
 SN1602'
 SN1602'THE AZIMUTH MARK STAMPED LETVIN 1962 IS A STANDARD DISK SET IN THE
 SN1602'TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1602'2 INCHES.  IT IS 54.8 FEET WEST OF THE CENTER OF A GRAVELED
 SN1602'ROAD, 7.1 FEET EAST OF A FENCE AND 2.8 FEET NORTH OF THE
 SN1602'WITNESS POST.
 SN1602'
 SN1602'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 43.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0862 ***********************************************************************
 RP0862  DESIGNATION -  LIBERTY
 RP0862  PID         -  RP0862
 RP0862  STATE/COUNTY-  ND/RANSOM
 RP0862  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0862
 RP0862                         *CURRENT SURVEY CONTROL
 RP0862  ___________________________________________________________________
 RP0862* NAD 83(1996)-  46 34 25.85655(N)    097 35 42.13162(W)     ADJUSTED  
 RP0862* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 RP0862  ___________________________________________________________________
 RP0862  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 RP0862  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 RP0862
 RP0862  HORZ ORDER  -  SECOND
 RP0862
 RP0862.The horizontal coordinates were established by classical geodetic methods
 RP0862.and adjusted by the National Geodetic Survey in January 1998..
 RP0862
 RP0862.The orthometric height was scaled from a topographic map.
 RP0862
 RP0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0862
 RP0862.The geoid height was determined by GEOID03.
 RP0862
 RP0862;                    North         East     Units Scale Factor Converg.
 RP0862;SPC ND S     -   104,955.911   822,627.690   MT  0.99994616   +2 07 07.8
 RP0862;SPC ND S     -   344,343.54  2,698,909.74   iFT  0.99994616   +2 07 07.8
 RP0862;UTM  14      - 5,158,768.003   607,658.872   MT  0.99974247   +1 01 13.7
 RP0862
 RP0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0862!SPC ND S     -   0.99994960  x   0.99994616  =   0.99989576
 RP0862!UTM  14      -   0.99994960  x   0.99974247  =   0.99969209
 RP0862
 RP0862:                Primary Azimuth Mark                     Grid Az
 RP0862:SPC ND S     -  ANSELM GERMAN LUTHERAN CHURCH            141 25 44.7
 RP0862:UTM  14      -  ANSELM GERMAN LUTHERAN CHURCH            142 31 38.8
 RP0862
 RP0862|---------------------------------------------------------------------|
 RP0862| PID    Reference Object                     Distance      Geod. Az  |
 RP0862|                                                           dddmmss.s |
 RP0862| RP0861 ANSELM GERMAN LUTHERAN CHURCH       APPROX. 8.2 KM 1433252.5 |
 RP0862| CQ5619 LIBERTY RM 1                         17.842 METERS 16359     |
 RP0862| CQ5618 LIBERTY AZ MK                                      1761505.5 |
 RP0862| RP0865 BUTTZVILLE GRAIN ELEV M LT ROD      APPROX. 7.9 KM 2001107.6 |
 RP0862| CQ5620 LIBERTY RM 2                         17.861 METERS 28243     |
 RP0862| RP0864 WEST ST OLAF LUTHERAN CHURCH        APPROX. 2.5 KM 2845234.9 |
 RP0862| RP0863 ENDERLIN MUNICIPAL TANK             APPROX. 5.1 KM 3555313.5 |
 RP0862|---------------------------------------------------------------------|
 RP0862
 RP0862                          SUPERSEDED SURVEY CONTROL
 RP0862
 RP0862  NAD 83(1986)-  46 34 25.85864(N)    097 35 42.12304(W) AD(       ) 2
 RP0862  NAD 27      -  46 34 25.96700(N)    097 35 40.76800(W) AD(       ) 2
 RP0862
 RP0862.Superseded values are not recommended for survey control.
 RP0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0862.See file dsdata.txt to determine how the superseded data were derived.
 RP0862
 RP0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0765958768(NAD 83)
 RP0862_MARKER: DS = TRIANGULATION STATION DISK
 RP0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0862
 RP0862  HISTORY     - Date     Condition        Report By
 RP0862  HISTORY     - 1954     MONUMENTED       CGS
 RP0862
 RP0862                          STATION DESCRIPTION
 RP0862
 RP0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0862'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF ENDERLIN, ON EAST
 RP0862'SIDE OF SOUTHEAST 1/4 OF SEC. 21, T. 136 N., R. 55 W., ON
 RP0862'GROUNDS OF THE LIBERTY PUBLIC SCHOOL.
 RP0862'
 RP0862'TO REACH FROM THE CITY HALL IN ENDERLIN, GO SOUTHWESTERLY ON 4TH
 RP0862'AVENUE FOR 0.1 MILE, TURN LEFT AND GO SOUTH ON CENTER STREET
 RP0862'FOR 0.45 MILE TO 9TH AVENUE, TURN RIGHT AND GO SOUTHEASTERLY ON
 RP0862'9TH AVENUE FOR 3.0 MILES TO THE STATION ON THE RIGHT ABOUT
 RP0862'0.1 MILE BEFORE REACHING CROSSROAD AND SCHOOL.  TO REACH THE
 RP0862'AZIMUTH MARK CONTINUE SOUTH FOR 0.5 MILE TO AZIMUTH MARK ON THE
 RP0862'LEFT.
 RP0862'
 RP0862'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0862'POST FLUSH.  IT IS IN THE NORTHEAST CORNER OF A SCHOOL YARD
 RP0862'ABOUT 100 YDS. NORTHEAST OF THE SCHOOL HOUSE, 90 FEET WEST OF
 RP0862'THE CENTER OF A GRAVEL ROAD, 23 FEET SOUTHWEST OF THE NORTHEAST
 RP0862'CORNER OF THE SCHOOL YARD, 16 FEET WEST OF A TELEPHONE LINE AND
 RP0862'14 FEET SOUTH OF A HEDGEROW.  THE MARK IS STAMPED LIBERTY 1954.
 RP0862'
 RP0862'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0862'POST PROJECTING 5 INCHES.  IT IS 88 FEET NORTH OF A TELEPHONE
 RP0862'POLE, 74 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT
 RP0862'NORTH OF A WITNESS POST AND UNDER A TELEPHONE LINE.  THE MARK
 RP0862'IS STAMPED LIBERTY NO 1 1954.
 RP0862'
 RP0862'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0862'POST PROJECTING 6 INCHES.  IT IS 2 FEET SOUTH OF A HEDGEROW AND
 RP0862'2 FEET EAST OF A WITNESS POST.  THE MARK IS STAMPED LIBERTY
 RP0862'NO 2 1954.
 RP0862'
 RP0862'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0862'POST PROJECTING 6 INCHES.  IT IS 0.5 MI SOUTH OF THE STATION,
 RP0862'75 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF
 RP0862'A WITNESS POST, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE
 RP0862'LINE AND 1 FOOT WEST OF A POWER LINE POLE NO. 240.
 RP0862'
 RP0862'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1605 ***********************************************************************
 SN1605  DESIGNATION -  LICK
 SN1605  PID         -  SN1605
 SN1605  STATE/COUNTY-  ND/MCLEAN
 SN1605  USGS QUAD   -  ALKALI LAKE (1981)
 SN1605
 SN1605                         *CURRENT SURVEY CONTROL
 SN1605  ___________________________________________________________________
 SN1605* NAD 83(1996)-  47 39 36.42656(N)    100 44 51.84990(W)     ADJUSTED  
 SN1605* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 SN1605  ___________________________________________________________________
 SN1605  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 SN1605  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 SN1605
 SN1605  HORZ ORDER  -  SECOND
 SN1605
 SN1605.The horizontal coordinates were established by classical geodetic methods
 SN1605.and adjusted by the National Geodetic Survey in January 1998..
 SN1605
 SN1605.The orthometric height was scaled from a topographic map.
 SN1605
 SN1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1605
 SN1605.The geoid height was determined by GEOID03.
 SN1605
 SN1605;                    North         East     Units Scale Factor Converg.
 SN1605;SPC ND N     -    73,422.117   581,392.221   MT  0.99996314   -0 11 03.7
 SN1605;SPC ND N     -   240,886.21  1,907,454.79   iFT  0.99996314   -0 11 03.7
 SN1605;UTM  14      - 5,280,004.534   368,774.584   MT  0.99981161   -1 17 31.4
 SN1605
 SN1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1605!SPC ND N     -   0.99990716  x   0.99996314  =   0.99987030
 SN1605!UTM  14      -   0.99990716  x   0.99981161  =   0.99971879
 SN1605
 SN1605|---------------------------------------------------------------------|
 SN1605| PID    Reference Object                     Distance      Geod. Az  |
 SN1605|                                                           dddmmss.s |
 SN1605| CQ5622 LICK RM 1                            10.695 METERS 00856     |
 SN1605| CQ5623 LICK RM 2                             8.851 METERS 17400     |
 SN1605| CQ5621 LICK AZ MK                                         1920117.6 |
 SN1605| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      APPROX.17.5 KM 3571404.3 |
 SN1605|---------------------------------------------------------------------|
 SN1605
 SN1605                          SUPERSEDED SURVEY CONTROL
 SN1605
 SN1605  NAD 83(1986)-  47 39 36.42947(N)    100 44 51.84419(W) AD(       ) 2
 SN1605  NAD 27      -  47 39 36.43070(N)    100 44 50.35010(W) AD(       ) 2
 SN1605
 SN1605.Superseded values are not recommended for survey control.
 SN1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1605.See file dsdata.txt to determine how the superseded data were derived.
 SN1605
 SN1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6877580005(NAD 83)
 SN1605_MARKER: DS = TRIANGULATION STATION DISK
 SN1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1605
 SN1605  HISTORY     - Date     Condition        Report By
 SN1605  HISTORY     - 1962     MONUMENTED       CGS
 SN1605
 SN1605                          STATION DESCRIPTION
 SN1605
 SN1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1605'THE STATION IS LOCATED 3-1/2 MILES WEST AND 12 MILES SOUTH
 SN1605'OF THE TOWN OF BUTTE, IN THE NW 1/4 OF SEC. 9,T148N,R79W,
 SN1605'ON THE TOP OF A KNOLL.
 SN1605'
 SN1605'TO REACH FROM THE RAILROAD DEPOT IN BUTTE, GO SOUTH ON COUNTY
 SN1605'ROAD 33 FOR 10.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 SN1605'FOR FOR 2 MILES TO A CROSSROAD.  TURN LEFT AND SOUTH FOR 3 MILES TO
 SN1605'A CROSSROAD.  TURN RIGHT AND FOLLOW FARM LANE NORTH AND EAST
 SN1605'FOR 1 MILE TO THE RANCH BUILDINGS OF MR. LICK AND THE AZIMUTH
 SN1605'MARK AT THE GARAGE.  TURN LEFT AND FOLLOW THE TRACK ROAD,
 SN1605'THAT IS JUST WEST OF THE HOUSE, NORTH AND NORTHEAST FOR 0.35
 SN1605'MILE TO THE STATION.
 SN1605'
 SN1605'THE STATION MARK IS A STANDARD DISK STAMPED LICK 1962 AND SET
 SN1605'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 SN1605'WITH THE GROUND.  IT IS 10.8 FEET NORTHWEST OF THE WITNESS
 SN1605'POST, 5 FEET WEST OF A NORTH-SOUTH FENCE LINE AND IN THE EAST
 SN1605'TRACK OF A TRACK ROAD.
 SN1605'
 SN1605'REFERENCE MARK NO. 1, STAMPED LICK NO 1 1962, IS A STANDARD DISK
 SN1605'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1605'IS FLUSH WITH THE GROUND.  IT IS 41.2 FEET SOUTH OF THE WITNESS
 SN1605'POST AND 1.5 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 SN1605'
 SN1605'REFERENCE MARK NO. 2, STAMPED LICK NO 2 1962, IS A STANDARD
 SN1605'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1605'IS FLUSH WITH THE GROUND.  IT IS 22.3 FEET NORTH OF THE WITNESS
 SN1605'POST AND 1.5 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 SN1605'
 SN1605'THE AZIMUTH MARK STAMPED LICK 1962 IS A STANDARD DISK SET IN
 SN1605'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 SN1605'THE GROUND.  IT IS 4 FEET SOUTHEAST OF A HIGH LINE POLE, 3.3
 SN1605'FEET SOUTH OF THE WITNESS POST AND 3 FEET NORTHEAST OF THE
 SN1605'NORTHEAST CORNER OF THE GARAGE.
 SN1605'
 SN1605'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 63.60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0490 ***********************************************************************
 RP0490  DESIGNATION -  LIDGERWOOD
 RP0490  PID         -  RP0490
 RP0490  STATE/COUNTY-  ND/RICHLAND
 RP0490  USGS QUAD   -  LIDGERWOOD (1964)
 RP0490
 RP0490                         *CURRENT SURVEY CONTROL
 RP0490  ___________________________________________________________________
 RP0490* NAD 83(1986)-  46 04 29.     (N)    097 08 59.     (W)     SCALED    
 RP0490* NAVD 88     -       339.936  (meters)    1115.27   (feet)  ADJUSTED  
 RP0490  ___________________________________________________________________
 RP0490  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0490  DYNAMIC HT  -         339.932 (meters)    1115.26  (feet)  COMP
 RP0490  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 RP0490
 RP0490  VERT ORDER  -  SECOND    CLASS 0
 RP0490
 RP0490.The horizontal coordinates were scaled from a topographic map and have
 RP0490.an estimated accuracy of +/- 6 seconds.
 RP0490
 RP0490.The orthometric height was determined by differential leveling
 RP0490.and adjusted by the National Geodetic Survey in June 1991..
 RP0490
 RP0490.The geoid height was determined by GEOID03.
 RP0490
 RP0490.The dynamic height is computed by dividing the NAVD 88
 RP0490.geopotential number by the normal gravity value computed on the
 RP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0490.degrees latitude (g = 980.6199 gals.).
 RP0490
 RP0490.The modeled gravity was interpolated from observed gravity values.
 RP0490
 RP0490;                    North         East    Units  Estimated Accuracy
 RP0490;SPC ND S     -    50,890.      859,100.      MT  (+/- 180 meters Scaled)
 RP0490
 RP0490                          SUPERSEDED SURVEY CONTROL
 RP0490
 RP0490  NGVD 29 (??/??/92)  339.676  (m)         1114.42   (f) ADJ UNCH    2 0
 RP0490
 RP0490.Superseded values are not recommended for survey control.
 RP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0490.See file dsdata.txt to determine how the superseded data were derived.
 RP0490
 RP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS430040(NAD 83)
 RP0490_MARKER: DB = BENCH MARK DISK
 RP0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0490_SP_SET: PILLAR BASE
 RP0490_STAMPING: LIDGERWOOD - 1934
 RP0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0490
 RP0490  HISTORY     - Date     Condition        Report By
 RP0490  HISTORY     - 1934     MONUMENTED       CGS
 RP0490  HISTORY     - 1967     GOOD             NDHD
 RP0490
 RP0490                          STATION DESCRIPTION
 RP0490
 RP0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0490'IN LIDGERWOOD.
 RP0490'AT THE FIRST NATIONAL BANK BUILDING.  SET BETWEEN THE TWO COLUMNS AT
 RP0490'SOUTH SIDE OF THE FRONT (WEST) ENTRANCE TO THE BUILDING.
 RP0490
 RP0490                          STATION RECOVERY (1967)
 RP0490
 RP0490'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 RP0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0798 ***********************************************************************
 RP0798  DESIGNATION -  LIDGERWOOD GERMAN LUTH CH
 RP0798  PID         -  RP0798
 RP0798  STATE/COUNTY-  ND/RICHLAND
 RP0798  USGS QUAD   -  LIDGERWOOD (1964)
 RP0798
 RP0798                         *CURRENT SURVEY CONTROL
 RP0798  ___________________________________________________________________
 RP0798* NAD 83(1996)-  46 04 31.07392(N)    097 08 55.67877(W)     ADJUSTED  
 RP0798* NAVD 88     -                                                        
 RP0798  ___________________________________________________________________
 RP0798  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 RP0798  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0798
 RP0798  HORZ ORDER  -  THIRD
 RP0798
 RP0798.The horizontal coordinates were established by classical geodetic methods
 RP0798.and adjusted by the National Geodetic Survey in January 1998..
 RP0798
 RP0798
 RP0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0798
 RP0798.The geoid height was determined by GEOID03.
 RP0798
 RP0798;                    North         East     Units Scale Factor Converg.
 RP0798;SPC ND S     -    50,951.554   859,170.001   MT  1.00002299   +2 26 39.5
 RP0798;SPC ND S     -   167,163.89  2,818,799.22   iFT  1.00002299   +2 26 39.5
 RP0798;UTM  14      - 5,104,079.583   643,147.259   MT  0.99985190   +1 20 00.8
 RP0798
 RP0798                          SUPERSEDED SURVEY CONTROL
 RP0798
 RP0798  NAD 83(1986)-  46 04 31.07223(N)    097 08 55.67043(W) AD(       ) 4
 RP0798  NAD 27      -  46 04 31.22300(N)    097 08 54.35500(W) AD(       ) 3
 RP0798
 RP0798.Superseded values are not recommended for survey control.
 RP0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0798.See file dsdata.txt to determine how the superseded data were derived.
 RP0798
 RP0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4314704080(NAD 83)
 RP0798_MARKER: 90 = CHURCH SPIRE
 RP0798
 RP0798  HISTORY     - Date     Condition        Report By
 RP0798  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0798
 RP0798                          STATION DESCRIPTION
 RP0798
 RP0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0798'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE GERMAN LUTHERAN
 RP0798'CHURCH.  THIS IS A WOOD FRAME BUILDING, BUILT IN 1906 AND
 RP0798'LOCATED 2 BLOCKS E OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0800 ***********************************************************************
 RP0800  DESIGNATION -  LIDGERWOOD MUNICIPAL TANK
 RP0800  PID         -  RP0800
 RP0800  STATE/COUNTY-  ND/RICHLAND
 RP0800  USGS QUAD   -  LIDGERWOOD (1964)
 RP0800
 RP0800                         *CURRENT SURVEY CONTROL
 RP0800  ___________________________________________________________________
 RP0800* NAD 83(1996)-  46 04 30.76948(N)    097 09 10.13605(W)     ADJUSTED  
 RP0800* NAVD 88     -                                                        
 RP0800  ___________________________________________________________________
 RP0800  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 RP0800  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0800
 RP0800  HORZ ORDER  -  THIRD
 RP0800
 RP0800.The horizontal coordinates were established by classical geodetic methods
 RP0800.and adjusted by the National Geodetic Survey in January 1998..
 RP0800
 RP0800
 RP0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0800
 RP0800.The geoid height was determined by GEOID03.
 RP0800
 RP0800;                    North         East     Units Scale Factor Converg.
 RP0800;SPC ND S     -    50,928.921   858,860.013   MT  1.00002301   +2 26 29.0
 RP0800;SPC ND S     -   167,089.64  2,817,782.19   iFT  1.00002301   +2 26 29.0
 RP0800;UTM  14      - 5,104,062.966   642,836.944   MT  0.99985081   +1 19 50.4
 RP0800
 RP0800                          SUPERSEDED SURVEY CONTROL
 RP0800
 RP0800  NAD 83(1986)-  46 04 30.76804(N)    097 09 10.12802(W) AD(       ) 4
 RP0800  NAD 27      -  46 04 30.92100(N)    097 09 08.81000(W) AD(       ) 3
 RP0800
 RP0800.Superseded values are not recommended for survey control.
 RP0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0800.See file dsdata.txt to determine how the superseded data were derived.
 RP0800
 RP0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4283704063(NAD 83)
 RP0800_MARKER: 53 = ELEVATED TANK
 RP0800
 RP0800  HISTORY     - Date     Condition        Report By
 RP0800  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0800
 RP0800                          STATION DESCRIPTION
 RP0800
 RP0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0800'POINT OBSERVED UPON WAS THE FINIAL ATOP THE MUNICIPAL WATER
 RP0800'TANK.  THIS IS A METAL TANK APPROXIMATELY 125 FEET HIGH.  IT
 RP0800'IS LOCATED IN THE CENTER PART OF TOWN, 1/2 BLOCK W OF MAIN
 RP0800'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0797 ***********************************************************************
 RP0797  DESIGNATION -  LIDGERWOOD ST JOHN BOHEMIAN CH
 RP0797  PID         -  RP0797
 RP0797  STATE/COUNTY-  ND/RICHLAND
 RP0797  USGS QUAD   -  LIDGERWOOD (1964)
 RP0797
 RP0797                         *CURRENT SURVEY CONTROL
 RP0797  ___________________________________________________________________
 RP0797* NAD 83(1996)-  46 04 31.10660(N)    097 08 44.94352(W)     ADJUSTED  
 RP0797* NAVD 88     -                                                        
 RP0797  ___________________________________________________________________
 RP0797  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 RP0797  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0797
 RP0797  HORZ ORDER  -  THIRD
 RP0797
 RP0797.The horizontal coordinates were established by classical geodetic methods
 RP0797.and adjusted by the National Geodetic Survey in January 1998..
 RP0797
 RP0797
 RP0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0797
 RP0797.The geoid height was determined by GEOID03.
 RP0797
 RP0797;                    North         East     Units Scale Factor Converg.
 RP0797;SPC ND S     -    50,962.405   859,400.436   MT  1.00002299   +2 26 47.3
 RP0797;SPC ND S     -   167,199.49  2,819,555.24   iFT  1.00002299   +2 26 47.3
 RP0797;UTM  14      - 5,104,085.964   643,377.822   MT  0.99985272   +1 20 08.5
 RP0797
 RP0797                          SUPERSEDED SURVEY CONTROL
 RP0797
 RP0797  NAD 83(1986)-  46 04 31.10489(N)    097 08 44.93516(W) AD(       ) 4
 RP0797  NAD 27      -  46 04 31.25700(N)    097 08 43.62000(W) AD(       ) 3
 RP0797
 RP0797.Superseded values are not recommended for survey control.
 RP0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0797.See file dsdata.txt to determine how the superseded data were derived.
 RP0797
 RP0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS4337804086(NAD 83)
 RP0797_MARKER: 90 = CHURCH SPIRE
 RP0797
 RP0797  HISTORY     - Date     Condition        Report By
 RP0797  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0797
 RP0797                          STATION DESCRIPTION
 RP0797
 RP0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0797'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF ST. JOHNS BOHEMIAN
 RP0797'CATHOLIC CHURCH.  THE BUILDING IS A WOODEN STRUCTURE BUILT
 RP0797'IN 1906, LOCATED 3 BLOCKS E OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1830 ***********************************************************************
 TG1830  DESIGNATION -  LIGNITE
 TG1830  PID         -  TG1830
 TG1830  STATE/COUNTY-  ND/BURKE
 TG1830  USGS QUAD   -  PORTAL (1949)
 TG1830
 TG1830                         *CURRENT SURVEY CONTROL
 TG1830  ___________________________________________________________________
 TG1830* NAD 83(1996)-  48 52 36.67317(N)    102 32 53.08567(W)     ADJUSTED  
 TG1830* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 TG1830  ___________________________________________________________________
 TG1830  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 TG1830  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 TG1830
 TG1830  HORZ ORDER  -  FIRST
 TG1830
 TG1830.The horizontal coordinates were established by classical geodetic methods
 TG1830.and adjusted by the National Geodetic Survey in January 1998..
 TG1830
 TG1830.The orthometric height was scaled from a topographic map.
 TG1830
 TG1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1830
 TG1830.The geoid height was determined by GEOID03.
 TG1830
 TG1830;                    North         East     Units Scale Factor Converg.
 TG1830;SPC ND N     -   210,680.246   449,782.214   MT  1.00003163   -1 31 26.6
 TG1830;SPC ND N     -   691,208.16  1,475,663.43   iFT  1.00003163   -1 31 26.6
 TG1830;UTM  13      - 5,416,664.822   679,774.032   MT  0.99999705   +1 50 51.1
 TG1830
 TG1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1830!SPC ND N     -   0.99990717  x   1.00003163  =   0.99993880
 TG1830!UTM  13      -   0.99990717  x   0.99999705  =   0.99990422
 TG1830
 TG1830:                Primary Azimuth Mark                     Grid Az
 TG1830:SPC ND N     -  LIGNITE AZ MK                            010 27 04.1
 TG1830:UTM  13      -  LIGNITE AZ MK                            007 04 46.4
 TG1830
 TG1830|---------------------------------------------------------------------|
 TG1830| PID    Reference Object                     Distance      Geod. Az  |
 TG1830|                                                           dddmmss.s |
 TG1830| CQ8007 LIGNITE AZ MK                                      0085537.5 |
 TG1830| TG1763 FLAXTON UNITED LUTH CH STEEPLE      APPROX.11.8 KM 0790536.7 |
 TG1830| CQ8008 LIGNITE RM 1                         81.199 METERS 17044     |
 TG1830| CQ8009 LIGNITE RM 2                         94.122 METERS 23554     |
 TG1830| TG1828 LIGNITE HIGH SCHOOL CHIMNEY         APPROX. 1.2 KM 2652909.8 |
 TG1830| TG1831 LIGNITE NORWEGIAN LUTHERAN CH       APPROX. 0.9 KM 2654533.8 |
 TG1830| TG1832 PORTAL HIGH SCHOOL BELFRY           APPROX.13.2 KM 3584507.5 |
 TG1830| TG1833 PORTAL ST JOHNS CATH CHURCH         APPROX.13.4 KM 3585017.1 |
 TG1830|---------------------------------------------------------------------|
 TG1830
 TG1830                          SUPERSEDED SURVEY CONTROL
 TG1830
 TG1830  NAD 83(1986)-  48 52 36.67680(N)    102 32 53.07218(W) AD(       ) 1
 TG1830  NAD 27      -  48 52 36.55600(N)    102 32 51.46200(W) AD(       ) 1
 TG1830
 TG1830.Superseded values are not recommended for survey control.
 TG1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1830.See file dsdata.txt to determine how the superseded data were derived.
 TG1830
 TG1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7977416665(NAD 83)
 TG1830_MARKER: DS = TRIANGULATION STATION DISK
 TG1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1830
 TG1830  HISTORY     - Date     Condition        Report By
 TG1830  HISTORY     - 1924     MONUMENTED       GSC
 TG1830  HISTORY     - 1935     GOOD             CGS
 TG1830  HISTORY     - 1946     GOOD             CGS
 TG1830  HISTORY     - 1959     GOOD             CGS
 TG1830  HISTORY     - 1962     GOOD             CGS
 TG1830  HISTORY     - 20020123 POOR             NDDT
 TG1830
 TG1830                          STATION DESCRIPTION
 TG1830
 TG1830'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1830'IN NE 1/4 SEC. 12, T. 162 N., R. 92 W., FIFTH PRINCIPAL
 TG1830'MERIDIAN, ON A KNOLL ABOUT ONE-THIRD MILE EAST OF THE VILLAGE
 TG1830'OF LIGNITE AND ABOUT 135 METERS NORTH OF THE GREAT NORTHERN
 TG1830'RAILWAY TRACKS.  THERE IS A FARMHOUSE ACROSS THE ROAD TO THE
 TG1830'NORTH AND ABOUT 100 METERS TO THE WEST.
 TG1830'
 TG1830'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TG1830'MARK.  THE REFERENCE MARK IS A MARKED STONE IN THE CENTER
 TG1830'OF THE ROAD 10 INCHES BELOW GRADE, WHICH MARKS THE CENTER
 TG1830'OF THE EAST SIDE OF THE ABOVE SECTION.  THIS STONE IS 506.25
 TG1830'METERS FROM THE STATION S 16 DEG 31 MIN E.
 TG1830
 TG1830                          STATION RECOVERY (1935)
 TG1830
 TG1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1830'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TG1830'THE SURFACE MARK PROJECTS ABOUT 2 FEET ABOVE THE GROUND.
 TG1830
 TG1830                          STATION RECOVERY (1946)
 TG1830
 TG1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1830'THE STATION WAS RECOVERED AS DESCRIBED AND THE MARK WAS FOUND
 TG1830'IN GOOD CONDITION.  THE REFERENCE MARK REFERRED TO IN THE
 TG1830'ORIGINAL DESCRIPTION WAS NOT RECOVERED.  NEW REFERENCE MARKS
 TG1830'AND AN AZIMUTH MARK WERE SET.
 TG1830'A COMPLETE NEW DESCRIPTION FOLLOWS.
 TG1830'
 TG1830'THE STATION IS LOCATED ABOUT 0.5 EAST OF THE VILLAGE OF LIGNITE,
 TG1830'ON A SMALL KNOLL IN A CULTIVATED FIELD, 0.15 MILE EAST OF A
 TG1830'CEMETERY, 0.1 MILE NORTH OF THE GREAT NORTHERN RAILWAY TRACKS
 TG1830'AND 3 FEET SOUTHEAST OF A WITNESS POST.  THE STATION MARK
 TG1830'IS A STANDARD U.S. COAST AND GEODETIC SURVEY STATION MARK SET
 TG1830'IN A CONCRETE BLOCK, 1.2 INCHES SQUARE AND PROJECTS ABOUT 18
 TG1830'INCHES.
 TG1830'
 TG1830'REFERENCE MARK NO. 1 IS 266.40 FEET, 81.199 METERS SOUTH-SOUTHEAST
 TG1830'OF THE STATION, ABOUT 100 FEET WEST OF THE EAST END OF A SNOW
 TG1830'FENCE AND 2 FEET NORTH OF THE SNOW FENCE.  THE MARK PROJECTS
 TG1830'6 INCHES AND THE DISK IS STAMPED LIGNITE NO 1 1946.
 TG1830'
 TG1830'REFERENCE MARK NO. 2 IS 308.80 FEET, 94.122 METERS SOUTHWEST
 TG1830'OF THE STATION AND 2 FEET NORTH OF THE WEST END OF THE SNOW
 TG1830'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TG1830'LIGNITE NO 2 1946.
 TG1830'
 TG1830'AZIMUTH MARK IS 0.6 MILE NORTH-NORTHEAST OF THE STATION, ABOUT
 TG1830'400 FEET SOUTHWEST OF A FARM HOUSE, 38 FEET EAST OF THE
 TG1830'CENTERLINE OF THE ROAD, 23 FEET NORTH OF A TELEPHONE POLE
 TG1830'AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 TG1830'AND THE DISK IS STAMPED LIGNITE 1946.
 TG1830'
 TG1830'TO REACH FROM THE POST OFFICE IN LIGNITE, GO NORTH ACROSS
 TG1830'RAILROAD TRACKS FOR 0.1 MILE, TURN RIGHT (EAST) FOR 0.8
 TG1830'MILE TO CROSSROADS, (TURN LEFT FOR 0.4 MILE TO AZIMUTH MARK
 TG1830'ON RIGHT) TURN RIGHT (SOUTH) AT CROSSROADS FOR 0.2 MILE TO
 TG1830'CEMETERY, TURN RIGHT (WEST) FOR 0.15 MILE TO STATION AT TOP OF
 TG1830'KNOLL.
 TG1830
 TG1830                          STATION RECOVERY (1959)
 TG1830
 TG1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 TG1830'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1830'CONDITION.  IT HAD BEEN REPORTED THAT THE AZIMUTH MARK WAS IN
 TG1830'DANGER OF BEING DESTROYED.  IT APPEARS THAT THIS MARK HAD
 TG1830'BEEN DUG UP THEN RESET IN ITS ORIGINAL LOCATION AFTER ROAD
 TG1830'WORK WAS COMPLETED.  A CHECK ON THE ANGLES BETWEEN THIS MARK
 TG1830'AND INTERSECTION STATIONS INDICATED THE MARK WAS IN ITS
 TG1830'ORIGINAL LOCATION.  THE ARROW ON THE AZIMUTH MARK POINTS
 TG1830'TOWARD THE VILLAGE OF LIGNITE RATHER THAN TOWARD THE STATION.
 TG1830'
 TG1830'THE TWO INTERSECTION STATIONS IN LIGNITE ARE EXCELLENT FOR
 TG1830'AZIMUTHS AND ARE ABOUT THE SAME DISTANCE FROM THE STATION AS
 TG1830'THE AZIMUTH MARK.
 TG1830'
 TG1830'R.M. NO. 1 WAS FOUND TO BE ABOUT FLUSH WITH THE GROUND AND
 TG1830'R.M. NO. 2 IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 TG1830'
 TG1830'THE 1946 DESCRIPTION, TO REACH THE STATION FROM LIGNITE, IS
 TG1830'ADEQUATE.
 TG1830
 TG1830                          STATION RECOVERY (1962)
 TG1830
 TG1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LBO)
 TG1830'STATION MARK RECOVERED IN GOOD CONDITION, NO ATTEMPT MADE TO
 TG1830'RECOVER THE REFERENCE MARKS.  THE ROAD PAST THE AZIMUTH MARK
 TG1830'HAS BEEN WIDENED AND THE MARK WAS LEFT IN THE CENTER OF THE WIDE
 TG1830'GRADER DITCH ON A SMALL KNOLL, THIS MARK WILL PROBABLY BE LOST
 TG1830'IN A FEW YEARS DUE TO EROSION.
 TG1830
 TG1830                          STATION RECOVERY (2002)
 TG1830
 TG1830'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GK)
 TG1830'STATION MARK IS MISSING.
 TG1830'TOP PORTION OF THE CONCRETE BASE IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1828 ***********************************************************************
 TG1828  DESIGNATION -  LIGNITE HIGH SCHOOL CHIMNEY
 TG1828  PID         -  TG1828
 TG1828  STATE/COUNTY-  ND/BURKE
 TG1828  USGS QUAD   -  PORTAL (1949)
 TG1828
 TG1828                         *CURRENT SURVEY CONTROL
 TG1828  ___________________________________________________________________
 TG1828* NAD 83(1996)-  48 52 33.66342(N)    102 33 50.80621(W)     ADJUSTED  
 TG1828* NAVD 88     -                                                        
 TG1828  ___________________________________________________________________
 TG1828  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 TG1828  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG1828
 TG1828  HORZ ORDER  -  THIRD
 TG1828
 TG1828.The horizontal coordinates were established by classical geodetic methods
 TG1828.and adjusted by the National Geodetic Survey in January 1998..
 TG1828
 TG1828
 TG1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1828
 TG1828.The geoid height was determined by GEOID03.
 TG1828
 TG1828;                    North         East     Units Scale Factor Converg.
 TG1828;SPC ND N     -   210,618.706   448,604.015   MT  1.00003143   -1 32 09.5
 TG1828;SPC ND N     -   691,006.25  1,471,797.95   iFT  1.00003143   -1 32 09.5
 TG1828;UTM  13      - 5,416,534.104   678,601.536   MT  0.99999189   +1 50 07.5
 TG1828
 TG1828                          SUPERSEDED SURVEY CONTROL
 TG1828
 TG1828  NAD 83(1986)-  48 52 33.66755(N)    102 33 50.79216(W) AD(       ) 4
 TG1828  NAD 27      -  48 52 33.54600(N)    102 33 49.18000(W) AD(       ) 3
 TG1828
 TG1828.Superseded values are not recommended for survey control.
 TG1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1828.See file dsdata.txt to determine how the superseded data were derived.
 TG1828
 TG1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7860216534(NAD 83)
 TG1828_MARKER: 85 = CHIMNEY
 TG1828
 TG1828  HISTORY     - Date     Condition        Report By
 TG1828  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1828
 TG1828                          STATION DESCRIPTION
 TG1828
 TG1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1828'THE SCHOOL IS LOCATED IN THE SOUTH EDGE OF LIGNITE.  IT IS
 TG1828'A 2-1/2 STORY BUILDING OF RED BRICK STRUCTURE, 80 FEET LONG AND
 TG1828'60 FEET WIDE.  THE CHIMNEY IS IN THE NORTHWEST CORNER AND
 TG1828'ABOUT 15 FEET HIGHER THAN THE BUILDING.  THE POINT INTERSECTED
 TG1828'WAS THE TOP OF THE CHIMNEY.  TO REACH FROM THE POST OFFICE IN
 TG1828'LIGNITE, GO SOUTH FOR 2-1/2 BLOCKS TO SCHOOL HOUSE ON THE
 TG1828'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1831 ***********************************************************************
 TG1831  DESIGNATION -  LIGNITE NORWEGIAN LUTHERAN CH
 TG1831  PID         -  TG1831
 TG1831  STATE/COUNTY-  ND/BURKE
 TG1831  USGS QUAD   -  PORTAL (1949)
 TG1831
 TG1831                         *CURRENT SURVEY CONTROL
 TG1831  ___________________________________________________________________
 TG1831* NAD 83(1996)-  48 52 34.47724(N)    102 33 37.93484(W)     ADJUSTED  
 TG1831* NAVD 88     -                                                        
 TG1831  ___________________________________________________________________
 TG1831  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 TG1831  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG1831
 TG1831  HORZ ORDER  -  THIRD
 TG1831
 TG1831.The horizontal coordinates were established by classical geodetic methods
 TG1831.and adjusted by the National Geodetic Survey in January 1998..
 TG1831
 TG1831
 TG1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1831
 TG1831.The geoid height was determined by GEOID03.
 TG1831
 TG1831;                    North         East     Units Scale Factor Converg.
 TG1831;SPC ND N     -   210,636.813   448,866.868   MT  1.00003148   -1 31 59.9
 TG1831;SPC ND N     -   691,065.66  1,472,660.33   iFT  1.00003148   -1 31 59.9
 TG1831;UTM  13      - 5,416,567.637   678,862.858   MT  0.99999304   +1 50 17.2
 TG1831
 TG1831                          SUPERSEDED SURVEY CONTROL
 TG1831
 TG1831  NAD 83(1986)-  48 52 34.48136(N)    102 33 37.92076(W) AD(       ) 4
 TG1831  NAD 27      -  48 52 34.36100(N)    102 33 36.30500(W) AD(       ) 3
 TG1831
 TG1831.Superseded values are not recommended for survey control.
 TG1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1831.See file dsdata.txt to determine how the superseded data were derived.
 TG1831
 TG1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7886316568(NAD 83)
 TG1831
 TG1831  HISTORY     - Date     Condition        Report By
 TG1831  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1831
 TG1831                          STATION DESCRIPTION
 TG1831
 TG1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1831'THE BUILDING IS LOCATED IN THE SOUTHEAST CORNER OF LIGNITE.
 TG1831'IT IS OF WHITE WOODEN STRUCTURE FACING THE NORTH, 40 FEET LONG
 TG1831'AND 30 FEET WIDE AND THE STEEPLE IS ABOUT 45 FEET HIGH.  THE
 TG1831'POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TG1831'
 TG1831'TO REACH FROM THE POST OFFICE IN LIGNITE, GO SOUTH FOR 2
 TG1831'BLOCKS, TURN LEFT (EAST) 2 BLOCKS TO CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1760 ***********************************************************************
 TE1760  DESIGNATION -  LILLE
 TE1760  PID         -  TE1760
 TE1760  STATE/COUNTY-  ND/RAMSEY
 TE1760  USGS QUAD   -  LAWTON (1972)
 TE1760
 TE1760                         *CURRENT SURVEY CONTROL
 TE1760  ___________________________________________________________________
 TE1760* NAD 83(1996)-  48 16 02.40801(N)    098 22 15.46954(W)     ADJUSTED  
 TE1760* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 TE1760  ___________________________________________________________________
 TE1760  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 TE1760  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE1760
 TE1760  HORZ ORDER  -  FIRST
 TE1760
 TE1760.The horizontal coordinates were established by classical geodetic methods
 TE1760.and adjusted by the National Geodetic Survey in January 1998..
 TE1760
 TE1760.The orthometric height was scaled from a topographic map.
 TE1760
 TE1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1760
 TE1760.The geoid height was determined by GEOID03.
 TE1760
 TE1760;                    North         East     Units Scale Factor Converg.
 TE1760;SPC ND N     -   143,089.505   758,028.025   MT  0.99994091   +1 35 03.4
 TE1760;SPC ND N     -   469,453.76  2,486,968.59   iFT  0.99994091   +1 35 03.4
 TE1760;UTM  14      - 5,346,205.385   546,680.231   MT  0.99962677   +0 28 10.0
 TE1760
 TE1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1760!SPC ND N     -   0.99993092  x   0.99994091  =   0.99987183
 TE1760!UTM  14      -   0.99993092  x   0.99962677  =   0.99955771
 TE1760
 TE1760|---------------------------------------------------------------------|
 TE1760| PID    Reference Object                     Distance      Geod. Az  |
 TE1760|                                                           dddmmss.s |
 TE1760| CO7083 LILLE RM 1                           19.951 METERS 06823     |
 TE1760| TE0350 L 55                                               0885535.3 |
 TE1760| TE1756 BROCKET EQUITY AND TRADE ELEV       APPROX. 6.3 KM 1702148.5 |
 TE1760| CO7084 LILLE RM 2                           21.172 METERS 26409     |
 TE1760|---------------------------------------------------------------------|
 TE1760
 TE1760                          SUPERSEDED SURVEY CONTROL
 TE1760
 TE1760  NAD 83(1986)-  48 16 02.40637(N)    098 22 15.46771(W) AD(       ) 1
 TE1760  NAD 27      -  48 16 02.40893(N)    098 22 14.09182(W) AD(       ) 1
 TE1760
 TE1760.Superseded values are not recommended for survey control.
 TE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1760.See file dsdata.txt to determine how the superseded data were derived.
 TE1760
 TE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU4668046205(NAD 83)
 TE1760_MARKER: DS = TRIANGULATION STATION DISK
 TE1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1760_STAMPING: LILLE 1967
 TE1760_MARK LOGO: CGS   
 TE1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1760+STABILITY: SURFACE MOTION
 TE1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1760+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 TE1760
 TE1760  HISTORY     - Date     Condition        Report By
 TE1760  HISTORY     - 1967     MONUMENTED       CGS
 TE1760  HISTORY     - 19971022 GOOD             NDHD
 TE1760  HISTORY     - 20020430 GOOD             NDDT
 TE1760
 TE1760                          STATION DESCRIPTION
 TE1760
 TE1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1760'THE STATION IS ABOUT 3-3/4 MILES NORTH OF BROCKET, 2-1/2 MILES
 TE1760'SOUTH OF LAWTON AND 0.65 MILE WEST OF STATE HIGHWAY 1, ON THE
 TE1760'HIGHEST POINT OF A SMALL KNOLL, BETWEEN TWO CULTIVATED FIELDS.
 TE1760'
 TE1760'TO REACH THE STATION FROM THE POST OFFICE IN LAWTON, GO EAST ON
 TE1760'THE MAIN STREET FOR 0.45 MILE TO THE JUNCTION WITH STATE HIGHWAY
 TE1760'1.  TURN RIGHT AND GO SOUTH ON HIGHWAY 1 FOR 1.4 MILES TO A
 TE1760'GRAVELED CROSSROAD.  CONTINUE SOUTH ON THE HIGHWAY FOR 1.0
 TE1760'MILE TO A SIDE ROAD AND BENCH MARK L 55 ON THE RIGHT.  TURN RIGHT
 TE1760'AND GO WEST ON FIELD ROAD FOR 0.65 MILE TO THE TOP OF THE KNOLL
 TE1760'AND THE STATION.
 TE1760'
 TE1760'STATION MARK IS A STANDARD DISK, STAMPED LILLE 1967, SET IN THE
 TE1760'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1760'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15.0 FEET SOUTH
 TE1760'OF THE CENTERLINE OF A TRACK ROAD, 12.0 FEET NORTH OF THE
 TE1760'NORTH EDGE OF CULTIVATED FIELD AND 4.6 FEET WEST-NORTHWEST
 TE1760'OF A WITNESS POST.  THE UNDERGROUND MARK IS 54 INCHES BELOW THE
 TE1760'GROUND SURFACE.
 TE1760'
 TE1760'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LILLE NO 1 1967, SET
 TE1760'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1760'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 10.0 FEET NORTH
 TE1760'OF THE CENTERLINE OF THE TRACK ROAD, 3.0 FEET SOUTH OF THE SOUTH
 TE1760'EDGE OF A CULTIVATED FIELD, 1.7 FEET WEST OF A WITNESS POST
 TE1760'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TE1760'
 TE1760'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LILLE NO 2 1967,
 TE1760'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1760'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 21.0 FEET
 TE1760'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 6.0 FEET NORTH OF
 TE1760'THE NORTH EDGE OF THE CULTIVATED FIELD AND ABOUT THE SAME
 TE1760'ELEVATION AS THE STATION.
 TE1760'
 TE1760'BENCH MARK L 55 IS A STANDARD DISK, STAMPED L 55 1934, SET IN
 TE1760'THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH
 TE1760'ABOVE THE GROUND.  IT IS 77.0 FEET WEST OF THE CENTERLINE OF
 TE1760'STATE HIGHWAY 1, 70.0 FEET EAST OF THE EAST RAIL OF RAILROAD
 TE1760'TRACKS, 35.0 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD AND
 TE1760'1.4 FEET SOUTH OF A WITNESS POST.
 TE1760'
 TE1760'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TE1760
 TE1760                          STATION RECOVERY (1997)
 TE1760
 TE1760'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 TE1760'RECOVERED IN GOOD CONDITION.  NOTE--SECTION LINE HAS BEEN DISKED UP,
 TE1760'BUT FOUND CONCRETE BASE FOR WITNESS SIGN 19 M (62.3 FT) SOUTH OF
 TE1760'STATION AND STARTED PROBING AND FOUND REF MARK 1 LEANING OVER (WAS HIT
 TE1760'BY DISK) , MEASURED FROM RM 1, PROBED AND FOUND STATION CHIPPED ON E
 TE1760'AND W EDGE BY DISK BUT LOOKED SOLID 3 FEET (0.9 M) DOWN AND DID NOT
 TE1760'LOOK LIKE IT HAD MOVED FOR DISK.  SET CARSONITE POST 1 FOOT (0.3 M)
 TE1760'WEST OF STATION.
 TE1760
 TE1760                          STATION RECOVERY (2002)
 TE1760
 TE1760'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (LBP)
 TE1760'MARKER IS 0.65 MILES EAST OF ND 1  AT MILE MARKER 179.13
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1545 ***********************************************************************
 SN1545  DESIGNATION -  LINCOLN
 SN1545  PID         -  SN1545
 SN1545  STATE/COUNTY-  ND/SHERIDAN
 SN1545  USGS QUAD   -  LINCOLN VALLEY (1980)
 SN1545
 SN1545                         *CURRENT SURVEY CONTROL
 SN1545  ___________________________________________________________________
 SN1545* NAD 83(1996)-  47 41 18.13075(N)    100 20 20.69341(W)     ADJUSTED  
 SN1545* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 SN1545  ___________________________________________________________________
 SN1545  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 SN1545  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 SN1545
 SN1545  HORZ ORDER  -  SECOND
 SN1545
 SN1545.The horizontal coordinates were established by classical geodetic methods
 SN1545.and adjusted by the National Geodetic Survey in January 1998..
 SN1545
 SN1545.The orthometric height was scaled from a topographic map.
 SN1545
 SN1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1545
 SN1545.The geoid height was determined by GEOID03.
 SN1545
 SN1545;                    North         East     Units Scale Factor Converg.
 SN1545;SPC ND N     -    76,545.761   612,080.245   MT  0.99995963   +0 07 11.1
 SN1545;SPC ND N     -   251,134.39  2,008,137.29   iFT  0.99995963   +0 07 11.1
 SN1545;UTM  14      - 5,282,533.199   399,511.302   MT  0.99972409   -0 59 25.2
 SN1545
 SN1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1545!SPC ND N     -   0.99991714  x   0.99995963  =   0.99987678
 SN1545!UTM  14      -   0.99991714  x   0.99972409  =   0.99964126
 SN1545
 SN1545:                Primary Azimuth Mark                     Grid Az
 SN1545:SPC ND N     -  LINCOLN AZ MK                            088 29 17.1
 SN1545:UTM  14      -  LINCOLN AZ MK                            089 35 53.4
 SN1545
 SN1545|---------------------------------------------------------------------|
 SN1545| PID    Reference Object                     Distance      Geod. Az  |
 SN1545|                                                           dddmmss.s |
 SN1545| CO5853 LINCOLN AZ MK                                      0883628.2 |
 SN1545| CO5854 LINCOLN RM 1                         16.121 METERS 10426     |
 SN1545| CO5855 LINCOLN RM 2                         18.915 METERS 34044     |
 SN1545| SN1554 DRAKE MUNICIPAL TANK                APPROX.26.4 KM 3545859.9 |
 SN1545|---------------------------------------------------------------------|
 SN1545
 SN1545                          SUPERSEDED SURVEY CONTROL
 SN1545
 SN1545  NAD 83(1986)-  47 41 18.13514(N)    100 20 20.69080(W) AD(       ) 2
 SN1545  NAD 27      -  47 41 18.14440(N)    100 20 19.21740(W) AD(       ) 2
 SN1545
 SN1545.Superseded values are not recommended for survey control.
 SN1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1545.See file dsdata.txt to determine how the superseded data were derived.
 SN1545
 SN1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9951182533(NAD 83)
 SN1545_MARKER: DS = TRIANGULATION STATION DISK
 SN1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1545
 SN1545  HISTORY     - Date     Condition        Report By
 SN1545  HISTORY     - 1962     MONUMENTED       CGS
 SN1545  HISTORY     - 1974     SEE DESCRIPTION  DI
 SN1545
 SN1545                          STATION DESCRIPTION
 SN1545
 SN1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1545'THE STATION IS LOCATED 4-1/2 MILES WEST AND 13 MILES SOUTH OF THE
 SN1545'TOWN OF ANAMOOSE, IN THE CENTER OF SEC. 25, T149N, R76W, ON
 SN1545'THE NORTH SIDE OF A ROAD.
 SN1545'
 SN1545'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 SN1545'14, ON THE SOUTH SIDE OF ANAMOOSE, FOLLOW STATE HIGHWAY 14
 SN1545'SOUTH FOR 13.3 MILES TO A CROSSROAD AND A SIGN REFORMED CHURCH
 SN1545'3 MILES WEST.  TURN RIGHT, WEST, AND FOLLOW THE GRAVELED ROAD
 SN1545'FOR 3 MILES TO A CROSS ROAD AND A CHURCH IN THE NORTHWEST OF
 SN1545'THE INTERSECTION.  CONTINUE AHEAD, WEST, FOR 1.2 MILES TO THE
 SN1545'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE
 SN1545'AHEAD, WEST, FOR 0.3 MILE TO THE STATION ON THE RIGHT, NORTH,
 SN1545'SIDE OF THE ROAD.
 SN1545'
 SN1545'THE STATION MARK IS A STANDARD DISK, STAMPED LINCOLN 1962, AND
 SN1545'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1545'PROJECTS 4 INCHES.  IT IS 52 FEET NORTH OF THE CENTER OF THE
 SN1545'GRAVELED ROAD, 21 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 SN1545'11 FEET NORTHEAST OF CORNER OF FENCE POST AND 9.8 FEET EAST
 SN1545'OF WITNESS POST.
 SN1545'
 SN1545'REFERENCE MARK NO. 1, STAMPED LINCOLN NO 1 1962, IS A STANDARD
 SN1545'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4
 SN1545'INCHES.  IT IS 58 FEET NORTH OF THE CENTER OF ROAD AND 62.7
 SN1545'FEET EAST OF WITNESS POST.
 SN1545'
 SN1545'REFERENCE MARK NO. 2, STAMPED LINCOLN NO 2 1962, IS A STANDARD
 SN1545'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1545'PROJECTS 5 INCHES.  IT IS 11 FEET EAST OF THE CENTER OF TRACK
 SN1545'ROAD AND 58.3 FEET NORTHWEST OF WITNESS POST.
 SN1545'
 SN1545'THE AZIMUTH MARK, STAMPED LINCOLN 1962, IS A STANDARD DISK
 SN1545'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1545'PROJECTS 6 INCHES.  IT IS 63 FEET NORTH OF THE CENTER OF
 SN1545'GRAVELED ROAD, 2 FEET WEST OF POWER POLE AND 1.7 FEET NORTH
 SN1545'OF WITNESS POST.
 SN1545'
 SN1545'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 101.43 FEET OR 30.915
 SN1545'METERS.
 SN1545
 SN1545                          STATION RECOVERY (1974)
 SN1545
 SN1545'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 1974 (AJH)
 SN1545'LINCOLN 1962 RECOVERED GOOD.
 SN1545'
 SN1545'LINCOLN NO. 1 1962 RECOVERED GOOD.
 SN1545'
 SN1545'DUE TO THE CONSTRUCTION OF MCCLUSKY CANAL, REACH 4C, BY THE BUREAU OF
 SN1545'RECLAMATION, A BRIDGE WILL BE CONSTRUCTED WITH APPROACHES FOR THE
 SN1545'CROSSING BETWEEN SECTIONS 25 AND 26, T 149 N, R 76 W.  IN THE
 SN1545'PROCESS OF CONSTRUCTING THE WEST BRIDGE APPROACH, TRIANGUATION
 SN1545'STATION LINCOLN WAS DESTROYED.
 SN1545'
 SN1545'THE U.S.B.R. SURVEYORS HAVE SET REFERENCE POINTS FOR THE PURPOSE OF
 SN1545'RE-ESTABLISHING THE TRIANGULATION POINT LINCOLN, HOWEVER THE DISK
 SN1545'WILL BE SET AT A LOWER ELEVATION AND A NEW REFERENCE MARK (NO. 1)
 SN1545'WILL HAVE TO BE RELOCATED.
 SN1545'
 SN1545'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST AND 13
 SN1545'MILES SOUTH OF ANAMOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0867 ***********************************************************************
 RR0867  DESIGNATION -  LINCOLN RESET
 RR0867  PID         -  RR0867
 RR0867  STATE/COUNTY-  ND/MORTON
 RR0867  USGS QUAD   -  BISMARCK (1976)
 RR0867
 RR0867                         *CURRENT SURVEY CONTROL
 RR0867  ___________________________________________________________________
 RR0867* NAD 83(1996)-  46 46 15.02992(N)    100 51 05.52992(W)     ADJUSTED  
 RR0867* NAVD 88     -       558.     (meters)    1831.     (feet)  SCALED    
 RR0867  ___________________________________________________________________
 RR0867  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 RR0867  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 RR0867
 RR0867  HORZ ORDER  -  FIRST
 RR0867
 RR0867.The horizontal coordinates were established by classical geodetic methods
 RR0867.and adjusted by the National Geodetic Survey in January 1998..
 RR0867
 RR0867.The orthometric height was scaled from a topographic map.
 RR0867
 RR0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0867
 RR0867.The geoid height was determined by GEOID03.
 RR0867
 RR0867;                    North         East     Units Scale Factor Converg.
 RR0867;SPC ND S     -   122,796.337   573,151.269   MT  0.99993647   -0 15 23.1
 RR0867;SPC ND S     -   402,875.12  1,880,417.55   iFT  0.99993647   -0 15 23.1
 RR0867;UTM  14      - 5,181,363.613   358,636.674   MT  0.99984562   -1 20 57.4
 RR0867
 RR0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0867!SPC ND S     -   0.99991582  x   0.99993647  =   0.99985230
 RR0867!UTM  14      -   0.99991582  x   0.99984562  =   0.99976146
 RR0867
 RR0867|---------------------------------------------------------------------|
 RR0867| PID    Reference Object                     Distance      Geod. Az  |
 RR0867|                                                           dddmmss.s |
 RR0867| CO5857 LINCOLN RM 1                         45.659 METERS 01358     |
 RR0867| RR0868 BISMARCK RADIO STA KGCU MAST        APPROX. 4.5 KM 0145004.9 |
 RR0867| RR0871 BISMARCK MUNICIPAL TANK             APPROX. 6.7 KM 0420525.7 |
 RR0867| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX. 7.8 KM 0432046.7 |
 RR0867| RR0839 RADIO RANGE TWR 230 RK C OF 5       APPROX.11.3 KM 0851444.6 |
 RR0867| CO5858 LINCOLN RM 2                         36.393 METERS 26349     |
 RR0867| RR0883 MANDAN OCCIDENT FLOUR MILL TK       APPROX. 6.3 KM 3235906.3 |
 RR0867| RR0879 MANDAN NO PAC RR SHOPS STACK        APPROX. 6.7 KM 3332554.7 |
 RR0867| CO5856 LINCOLN AZ MK                                      3452923.0 |
 RR0867|---------------------------------------------------------------------|
 RR0867
 RR0867                          SUPERSEDED SURVEY CONTROL
 RR0867
 RR0867  NAD 83(1986)-  46 46 15.02222(N)    100 51 05.51166(W) AD(       ) 1
 RR0867  NAD 27      -  46 46 15.04200(N)    100 51 04.04600(W) AD(       ) 1
 RR0867
 RR0867.Superseded values are not recommended for survey control.
 RR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0867.See file dsdata.txt to determine how the superseded data were derived.
 RR0867
 RR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5863781364(NAD 83)
 RR0867_MARKER: DD = SURVEY DISK
 RR0867_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RR0867+WITH SETTING: INTO GROUND
 RR0867_STAMPING: LINCOLN MRC 1945
 RR0867_MARK LOGO: MRC   
 RR0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0867+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 RR0867
 RR0867  HISTORY     - Date     Condition        Report By
 RR0867  HISTORY     - 1889     MONUMENTED       MORC
 RR0867  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RR0867  HISTORY     - 1957     GOOD             CGS
 RR0867  HISTORY     - 1964     GOOD             CGS
 RR0867  HISTORY     - 1965     GOOD             CGS
 RR0867  HISTORY     - 19940718 GOOD             NDHD
 RR0867  HISTORY     - 20050714 GOOD             GEOCAC
 RR0867
 RR0867                          STATION DESCRIPTION
 RR0867
 RR0867'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0867'LINCOLN IS ON RIGHT BANK, ON THE HIGHEST POINT OF THE BLUFF,
 RR0867'JUST NORTH OF FORT LINCOLN AND 1,300 FEET FROM THE MOUTH OF
 RR0867'BIG HART RIVER.
 RR0867
 RR0867                          STATION RECOVERY (1945)
 RR0867
 RR0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0867'STATION IS LOCATED ABOUT 4.5 MILES SE OF THE CITY OF MANDAN
 RR0867'AND NEAR THE NE SECTION OF OLD FORT LINCOLN WHICH IS NOW
 RR0867'CALLED FORT MC KEEN.  IT IS ON THE HIGHEST POINT OF A VERY
 RR0867'PROMINENT PLATEAU ON THE W SIDE OF THE MISSOURI RIVER.
 RR0867'
 RR0867'THE SURFACE STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION
 RR0867'6-INCH PIPE WITHOUT THE CAST-IRON CAP.  THE PIPE WAS FILLED
 RR0867'WITH CONCRETE AND A BRONZE U.S.C. AND G.S. STATION DISK WAS
 RR0867'SET IN THE TOP OF PIPE AND PLUMB WITH THE SUBSURFACE MARK.
 RR0867'THE SUBSURFACE MARK IS AN 18-INCH LIMESTONE MARKER WITH A
 RR0867'SMALL HOLE IN THE CENTER.  SURFACE MARK PROJECTS 2 INCHES AND
 RR0867'THE DISK IS STAMPED LINCOLN M R C 1945.
 RR0867'
 RR0867'REFERENCE MARK 1 IS 149.80 FEET NNE OF THE STATION AND 1 FOOT
 RR0867'S OF THE SE CORNER OF AN OLD BUILDING FOUNDATION.  IT IS
 RR0867'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 RR0867'A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE
 RR0867'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LINCOLN M R C
 RR0867'NO 1 1945.
 RR0867'
 RR0867'REFERENCE MARK 2 IS 119.40 FEET W OF THE STATION AND 4 FEET
 RR0867'NE OF A LARGE PROMINENT GRANITE BOULDER WHICH PROJECTS 2 FEET.
 RR0867'IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 RR0867'IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 RR0867'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED LINCOLN M R C
 RR0867'NO 2 1945.
 RR0867'
 RR0867'AZIMUTH MARK IS 1.2 MILES N OF THE STATION, ABOUT 60 YARDS
 RR0867'NW OF A LARGE TWO-STORY FARMHOUSE, 150 FEET N OF A FARM DRIVEWAY,
 RR0867'100 FEET W OF THE W EDGE OF A LONG, NARROW BARN, 39 FEET E
 RR0867'OF THE APPROXIMATE CENTER LINE OF A GRAVELED ROAD, AND 2 FEET
 RR0867'W OF A N-S FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN
 RR0867'TOP OF A CONCRETE POST.  THE MARK PROJECTS 5 INCHES AND THE
 RR0867'DISK IS STAMPED LINCOLN M R C 1945.
 RR0867'
 RR0867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 RR0867'A GRAVELED ROAD S IN THE SE SECTION OF THE CITY OF MANDAN,
 RR0867'GO S UNDER RAILROAD UNDERPASS AND CONTINUE ON S FOR 1.7 MILES
 RR0867'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE ON
 RR0867'MAIN-TRAVELED ROAD FOR 1.3 MILES TO THE MAIN ENTRANCE TO
 RR0867'FORT MC KEEN ON THE RIGHT, TURN RIGHT AND GO UP HILL FOR 0.3
 RR0867'MILE, THENCE FOLLOW CAMP ROAD N AND E FOR 0.1 MILE TO THE NE
 RR0867'CORNER OF OLD FORT LINCOLN AND STATION AS DESCRIBED.
 RR0867'
 RR0867'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 RR0867
 RR0867                          STATION RECOVERY (1957)
 RR0867
 RR0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0867'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0867'CONDITION.  PART OF THE ROAD LEADING TO THE STATION HAS BEEN
 RR0867'REROUTED AND IT NO LONGER PASSES BY THE AZIMUTH MARK.  FOLLOWING
 RR0867'IS A NEW DESCRIPTION TO REACH THE STATION.
 RR0867'
 RR0867'TO REACH FROM MANDAN, FROM THE INTERSECTION OF U.S. HIGHWAY
 RR0867'10 AND 6TH AVE. SE IN EAST EDGE OF TOWN, GO SOUTH UNDER AN
 RR0867'UNDERPASS AND CONTINUE ON MAIN ROAD FOR 2.85 MILES TO A
 RR0867'DRIVEWAY ON THE RIGHT LEADING TO A TWO-STORY HOUSE, (THE
 RR0867'AZIMUTH MARK IS NORTHWEST OF THE HOUSE AND TO WEST OF A LONG
 RR0867'RED BARN), CONTINUE SOUTH ON MAIN ROAD FOR 1.85 MILES TO A ROAD
 RR0867'ON RIGHT LEADING TO FORT MC KEEN, TURN RIGHT A GO WESTERLY UP
 RR0867'HILL FOR 0.3 MILE TO A CABLE BARRICADE ON THE RIGHT, TURN
 RR0867'RIGHT THROUGH GATE AND GO NORTHERLY ON PARK ROAD FOR ABOUT
 RR0867'0.15 MILE TO STATION AS DESCRIBED.
 RR0867
 RR0867                          STATION RECOVERY (1964)
 RR0867
 RR0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (THF)
 RR0867'$
 RR0867'DESCRIPTION--6 MILES S OF MANDAN, MORTON COUNTY, AT FORT LINCOLN
 RR0867'STATE PARK, AT THE FORT ABRAHAM LINCOLN INFANTRY POST (FORT
 RR0867'MC KEEN) RUINS.  ON A BARE AREA AT THE HIGHEST POINT OF THE
 RR0867'HILL, DUE E OF THE CENTER (W-MOST) BLOCKHOUSE, ABOUT 82 YARDS
 RR0867'SOUTH OF THE N-MOST BLOCKHOUSE.  A STANDARD TRIANGULATION
 RR0867'STATION DISK, SET IN CONCRETE IN THE TOP OF A 4-1/2 IN IRON
 RR0867'PIPE PROJECTING ABOUT 0.15 FOOT ABOVE THE GROUND.  STAMPED
 RR0867'LINCOLN M R C 1945.
 RR0867
 RR0867                          STATION RECOVERY (1965)
 RR0867
 RR0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 RR0867'THE STATION MARK, R.M.S 1 AND 2, AND THE AZIMUTH MARK WERE
 RR0867'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RR0867'
 RR0867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 RR0867'SOUTHEAST OF MANDAN
 RR0867
 RR0867                          STATION RECOVERY (1994)
 RR0867
 RR0867'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 RR0867'RECOVERED AS DESCRIBED.
 RR0867
 RR0867                          STATION RECOVERY (2005)
 RR0867
 RR0867'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RR0867'FOUND MARRED BY MOWING EQUIPMENT BUT READABLE AND OTHERWISE IN GOOD
 RR0867'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE STATION IS ABOUT 110 FEET
 RR0867'SOUTHEAST OF A CONCRETE SIDEWALK THAT LEADS FROM THE PARKING AREA TO
 RR0867'THE MOST EASTERLY OF THREE RECONSTRUCTED BLOCKHOUSES IN THEIS SECTION
 RR0867' 
 RR0867'OF THE PARK.  FOUND REFERENCE MARK NO. 1 ABOUT 66 FEET SOUTHEAST OF
 RR0867'THE SIDEWALK, AND ONE FOOT SOUTH OF THE MOST SOUTHERLY REMNANT OF THE
 RR0867'SCOUTS' QUARTERS.  FOUND REFERENCE MARK NO. 2 ABOUT 39 FEET SOUTHEAST
 RR0867'OF THE SIDEWALK, AND ABOUT FOUR FEET NORTHEAST OF A FIVE-FOOT BY
 RR0867'THREE-FOOT BY THREE-FOOT ROCK OUTCROPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1588 ***********************************************************************
 SN1588  DESIGNATION -  LINDELL
 SN1588  PID         -  SN1588
 SN1588  STATE/COUNTY-  ND/MCLEAN
 SN1588  USGS QUAD   -  TURTLE CREEK NE (1980)
 SN1588
 SN1588                         *CURRENT SURVEY CONTROL
 SN1588  ___________________________________________________________________
 SN1588* NAD 83(1996)-  47 27 44.87944(N)    100 46 22.13399(W)     ADJUSTED  
 SN1588* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 SN1588  ___________________________________________________________________
 SN1588  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 SN1588  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 SN1588
 SN1588  HORZ ORDER  -  FIRST
 SN1588
 SN1588.The horizontal coordinates were established by classical geodetic methods
 SN1588.and adjusted by the National Geodetic Survey in January 1998..
 SN1588
 SN1588.The orthometric height was scaled from a topographic map.
 SN1588
 SN1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1588
 SN1588.The geoid height was determined by GEOID03.
 SN1588
 SN1588;                    North         East     Units Scale Factor Converg.
 SN1588;SPC ND N     -    51,453.811   579,430.658   MT  0.99999440   -0 12 10.8
 SN1588;SPC ND N     -   168,811.72  1,901,019.22   iFT  0.99999440   -0 12 10.8
 SN1588;UTM  14      - 5,258,081.725   366,389.896   MT  0.99981938   -1 18 23.3
 SN1588
 SN1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1588!SPC ND N     -   0.99990826  x   0.99999440  =   0.99990266
 SN1588!UTM  14      -   0.99990826  x   0.99981938  =   0.99972765
 SN1588
 SN1588:                Primary Azimuth Mark                     Grid Az
 SN1588:SPC ND N     -  MERCER ENGLISH LUTH CH SPIRE             054 08 23.2
 SN1588:UTM  14      -  MERCER ENGLISH LUTH CH SPIRE             055 14 35.7
 SN1588
 SN1588|---------------------------------------------------------------------|
 SN1588| PID    Reference Object                     Distance      Geod. Az  |
 SN1588|                                                           dddmmss.s |
 SN1588| SN1579 MERCER ENGLISH LUTH CH SPIRE        APPROX. 5.6 KM 0535612.4 |
 SN1588| SN1578 MERCER ANDREWS GRAIN CO ELEV        APPROX. 5.4 KM 0571953.4 |
 SN1588| CO5860 LINDELL RM 1                          9.832 METERS 12529     |
 SN1588| CO5861 LINDELL RM 2                         14.872 METERS 22423     |
 SN1588| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX.11.0 KM 3060159.2 |
 SN1588| SN1611 TURTLE LAKE EQUITY ELEVATOR         APPROX.11.1 KM 3070211.1 |
 SN1588| CO5859 LINDELL AZ MK                                      3182130.7 |
 SN1588|---------------------------------------------------------------------|
 SN1588
 SN1588                          SUPERSEDED SURVEY CONTROL
 SN1588
 SN1588  NAD 83(1986)-  47 27 44.88322(N)    100 46 22.12517(W) AD(       ) 1
 SN1588  NAD 27      -  47 27 44.89100(N)    100 46 20.63200(W) AD(       ) 1
 SN1588
 SN1588.Superseded values are not recommended for survey control.
 SN1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1588.See file dsdata.txt to determine how the superseded data were derived.
 SN1588
 SN1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6639058082(NAD 83)
 SN1588_MARKER: DS = TRIANGULATION STATION DISK
 SN1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1588
 SN1588  HISTORY     - Date     Condition        Report By
 SN1588  HISTORY     - 1941     MONUMENTED       CGS
 SN1588  HISTORY     - 1957     GOOD             CGS
 SN1588
 SN1588                          STATION DESCRIPTION
 SN1588
 SN1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1588'STATION IS LOCATED ABOUT 2.75 MILES W AND 1.75 MILES S OF MERCER
 SN1588'IN THE SW 1/4 SEC. 17, T. 146 N, R. 79 W, ON LAND OWNED BY
 SN1588'G.A. LINDELL.  IT IS ON A KNOLL IN A PASTURE ABOUT 0.5 MILE SE OF
 SN1588'THE HOME OF VICTOR CARLSON AND 9.5 FEET W OF A WHITE REFERENCE
 SN1588'POST.  IT IS STAMPED LINDELL 1941 AND PROJECTS 6 INCHES.
 SN1588'
 SN1588'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1588'BRONZE DISKS SET IN CONCRETE.
 SN1588'
 SN1588'REFERENCE MARK NO. 1 IS STAMPED LINDELL NO. 1 1941 AND PROJECTS
 SN1588'5 INCHES.
 SN1588'
 SN1588'REFERENCE MARK NO. 2 IS STAMPED LINDELL NO. 2 1941 AND PROJECTS
 SN1588'3 INCHES.
 SN1588'
 SN1588'THE AZIMUTH MARK IS 26 FEET E OF THE CENTER LINE OF A DIRT
 SN1588'ROAD, 4 FEET N OF A WHITE REFERENCE POST AND 1 FOOT W OF A FENCE.
 SN1588'IT IS STAMPED LINDELL 1941 AND PROJECTS 4 INCHES.
 SN1588'
 SN1588'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 SN1588'41 IN MERCER, GO W ON STATE HIGHWAYS 7 AND 41 FOR 3.9 MILES TO
 SN1588'A CROSS ROAD.  TURN LEFT ON DIRT ROAD (S) 2.4 MILES TO THE
 SN1588'AZIMUTH MARK ON THE LEFT.  CONTINUE S FOR 0.2 MILE TO THE
 SN1588'HOME OF VICTOR CARLSON ON THE RIGHT, THENCE STRAIGHT AHEAD (S)
 SN1588'ALONG FENCE LINE FOR 0.05 MILE TO A GATE IN THE FENCE.  TURN
 SN1588'LEFT THROUGH GATE, FOLLOWING A TRAIL ACROSS THE PASTURE FOR
 SN1588'0.5 MILE TO THE TOP OF THE HIGHEST KNOLL AND THE STATION.
 SN1588'
 SN1588'A 24-FOOT SIGNAL AT FLICKER, A 24-FOOT SIGNAL AT HOFFER, A
 SN1588'24-FOOT SIGNAL AT BIRST, A 24-FOOT SIGNAL AT THOM AND A 64-FOOT
 SN1588'SIGNAL AT COOMBS ARE VISIBLE ON THE GROUND.
 SN1588'
 SN1588'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SN1588
 SN1588                          STATION RECOVERY (1957)
 SN1588
 SN1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 SN1588'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1588'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 SN1588'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1740 ***********************************************************************
 SN1740  DESIGNATION -  LINE
 SN1740  PID         -  SN1740
 SN1740  STATE/COUNTY-  ND/MCLEAN
 SN1740  USGS QUAD   -  BLUE HILL (1980)
 SN1740
 SN1740                         *CURRENT SURVEY CONTROL
 SN1740  ___________________________________________________________________
 SN1740* NAD 83(1996)-  47 50 48.94359(N)    101 41 59.79809(W)     ADJUSTED  
 SN1740* NAVD 88     -       683.     (meters)    2241.     (feet)  SCALED    
 SN1740  ___________________________________________________________________
 SN1740  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 SN1740  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 SN1740
 SN1740  HORZ ORDER  -  SECOND
 SN1740
 SN1740.The horizontal coordinates were established by classical geodetic methods
 SN1740.and adjusted by the National Geodetic Survey in January 1998..
 SN1740
 SN1740.The orthometric height was scaled from a topographic map.
 SN1740
 SN1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1740
 SN1740.The geoid height was determined by GEOID03.
 SN1740
 SN1740;                    North         East     Units Scale Factor Converg.
 SN1740;SPC ND N     -    94,861.573   510,197.817   MT  0.99994441   -0 53 34.5
 SN1740;SPC ND N     -   311,225.63  1,673,877.35   iFT  0.99994441   -0 53 34.5
 SN1740;UTM  14      - 5,302,816.732   298,008.602   MT  1.00010138   -2 00 08.2
 SN1740
 SN1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1740!SPC ND N     -   0.99989587  x   0.99994441  =   0.99984029
 SN1740!UTM  14      -   0.99989587  x   1.00010138  =   0.99999724
 SN1740
 SN1740:                Primary Azimuth Mark                     Grid Az
 SN1740:SPC ND N     -  RYDER ST JOHNS LUTH CH SPIRE             014 47 11.0
 SN1740:UTM  14      -  RYDER ST JOHNS LUTH CH SPIRE             015 53 44.7
 SN1740
 SN1740|---------------------------------------------------------------------|
 SN1740| PID    Reference Object                     Distance      Geod. Az  |
 SN1740|                                                           dddmmss.s |
 SN1740| SN1742 RYDER ST JOHNS LUTH CH SPIRE        APPROX. 8.2 KM 0135336.5 |
 SN1740| SN1737 RYDER ST HWY RAD MAST SAP 5046      APPROX.14.2 KM 0423741.1 |
 SN1740| CQ8428 LINE RM 1                             9.668 METERS 18352     |
 SN1740| SN1739 SILO 2 MILES N OF BLOOM             APPROX.10.9 KM 1881619.3 |
 SN1740| CQ8429 LINE RM 2                             8.817 METERS 27333     |
 SN1740| CQ8427 LINE AZ MK                                         3535128.6 |
 SN1740|---------------------------------------------------------------------|
 SN1740
 SN1740                          SUPERSEDED SURVEY CONTROL
 SN1740
 SN1740  NAD 83(1986)-  47 50 48.94296(N)    101 41 59.79376(W) AD(       ) 2
 SN1740  NAD 27      -  47 50 48.91970(N)    101 41 58.19300(W) AD(       ) 2
 SN1740
 SN1740.Superseded values are not recommended for survey control.
 SN1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1740.See file dsdata.txt to determine how the superseded data were derived.
 SN1740
 SN1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU9800902817(NAD 83)
 SN1740_MARKER: DS = TRIANGULATION STATION DISK
 SN1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1740
 SN1740  HISTORY     - Date     Condition        Report By
 SN1740  HISTORY     - 1962     MONUMENTED       CGS
 SN1740
 SN1740                          STATION DESCRIPTION
 SN1740
 SN1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1740'THE STATION IS LOCATED 1 MILE WEST AND 4-1/2 MILES SOUTH OF
 SN1740'THE TOWN OF RYDER, IN THE NW 1/4 OF SEC. 4, T150N, R86W, ON A
 SN1740'SMALL KNOLL IN PASTURE LAND.
 SN1740'
 SN1740'TO REACH FROM THE POST OFFICE IN RYDER, FOLLOW A GRAVELED ROAD
 SN1740'SOUTH SOUTHWEST FOR 0.4 MILE TO STATE HIGHWAY 28.  TURN LEFT AND
 SN1740'FOLLOW STATE HIGHWAY 28 FOR 3.3 MILES TO A CROSSROAD.  TURN RIGHT
 SN1740'AND GO WEST FOR 1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR
 SN1740'0.6 MILE TO THE AZIMUTH ON THE RIGHT, WEST, SIDE OF THE ROAD.
 SN1740'CONTINUE AHEAD, SOUTH, FOR 0.6 MILE TO A WIRE GATE ON THE LEFT,
 SN1740'EAST, SIDE OF THE ROAD.  TURN SHARP LEFT, PASS THROUGH THE
 SN1740'GATE, AND GO NORTH ACROSS COUNTRY FOR 0.2 MILE TO THE STATION.
 SN1740'
 SN1740'THE STATION MARK IS A STANDARD DISK STAMPED LINE 1962 AND SET
 SN1740'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 SN1740'INCHES.  IT IS 148 FEET EAST OF THE CENTER OF A ROAD, 7 FEET
 SN1740'WEST SOUTHWEST OF THE WITNESS POST AND 4 FEET SOUTH OF A FENCE
 SN1740'LINE.
 SN1740'
 SN1740'REFERENCE MARK NO. 1, STAMPED LINE NO 1 1962, IS A STANDARD
 SN1740'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1740'PROJECTS 4 INCHES.  IT IS 35 FEET SOUTH OF A FENCE AND 35 FEET
 SN1740'SOUTH SOUTHEAST OF THE WITNESS POST.
 SN1740'
 SN1740'REFERENCE MARK NO. 2, STAMPED LINE NO 2 1962, IS A STANDARD
 SN1740'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1740'WHICH PROJECTS 4 INCHES.  IT IS 123 FEET EAST OF THE CENTER
 SN1740'OF A ROAD, 36 FEET WEST OF THE WITNESS POST AND 1 FOOT SOUTH OF
 SN1740'A FENCE.
 SN1740'
 SN1740'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LINE 1962 AND SET
 SN1740'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1740'4 INCHES.  IT IS 72 FEET WEST OF THE CENTER OF A ROAD, 3.9 FEET
 SN1740'SOUTH OF THE WITNESS POST AND ABOUT 10 FEET HIGHER THAN THE
 SN1740'ROAD.
 SN1740'
 SN1740'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 24.80 FEET OR 7.559
 SN1740'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0621 ***********************************************************************
 QR0621  DESIGNATION -  LINE RESET
 QR0621  PID         -  QR0621
 QR0621  STATE/COUNTY-  ND/DICKEY
 QR0621  USGS QUAD   -  FREDERICK NW (1968)
 QR0621
 QR0621                         *CURRENT SURVEY CONTROL
 QR0621  ___________________________________________________________________
 QR0621* NAD 83(1996)-  45 56 17.77130(N)    098 37 54.21110(W)     ADJUSTED  
 QR0621* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 QR0621  ___________________________________________________________________
 QR0621  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 QR0621  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 QR0621
 QR0621  HORZ ORDER  -  FIRST
 QR0621
 QR0621.The horizontal coordinates were established by classical geodetic methods
 QR0621.and adjusted by the National Geodetic Survey in January 1998..
 QR0621
 QR0621.The orthometric height was scaled from a topographic map.
 QR0621
 QR0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0621
 QR0621.The geoid height was determined by GEOID03.
 QR0621
 QR0621;                    North         East     Units Scale Factor Converg.
 QR0621;SPC ND S     -    31,913.870   744,878.201   MT  1.00005718   +1 21 45.7
 QR0621;SPC ND S     -   104,704.30  2,443,826.12   iFT  1.00005718   +1 21 45.7
 QR0621;SPC SD N     -   234,817.165   706,110.108   MT  1.00005920   +0 58 06.2
 QR0621;SPC SD N     -   770,395.98  2,316,629.58   sFT  1.00005920   +0 58 06.2
 QR0621;UTM  14      - 5,087,254.811   528,548.051   MT  0.99961002   +0 15 52.7
 QR0621
 QR0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0621!SPC ND S     -   0.99993257  x   1.00005718  =   0.99998975
 QR0621!SPC SD N     -   0.99993257  x   1.00005920  =   0.99999177
 QR0621!UTM  14      -   0.99993257  x   0.99961002  =   0.99954262
 QR0621
 QR0621:                Primary Azimuth Mark                     Grid Az
 QR0621:SPC ND S     -  ELLENDALE MUN LT AND PWR STK             046 59 50.5
 QR0621:SPC SD N     -  ELLENDALE MUN LT AND PWR STK             047 23 30.0
 QR0621:UTM  14      -  ELLENDALE MUN LT AND PWR STK             048 05 43.5
 QR0621
 QR0621|---------------------------------------------------------------------|
 QR0621| PID    Reference Object                     Distance      Geod. Az  |
 QR0621|                                                           dddmmss.s |
 QR0621| RQ0672 ELLENDALE MUN LT AND PWR STK        APPROX.10.5 KM 0482136.2 |
 QR0621| RQ0674 ELLENDALE DICKEY CO CH FINIAL       APPROX.11.1 KM 0484902.8 |
 QR0621| RQ0673 ELLENDALE MUNICIPAL TANK            APPROX.10.9 KM 0495905.1 |
 QR0621| CO5862 LINE AZ MK                                         0922520.3 |
 QR0621| CO5863 LINE RM 1                            29.462 METERS 09628     |
 QR0621| QR0566 DICKEY COUNTY CHURCH COUNTRY        APPROX.18.1 KM 1111107.0 |
 QR0621| CO5865 LINE RM 3                            32.548 METERS 16024     |
 QR0621| CO5864 LINE RM 2                            37.730 METERS 26557     |
 QR0621| QR0645 FORBES CHURCH                       APPROX.11.6 KM 2732024.1 |
 QR0621| CO5866 LINE RM 4                            21.370 METERS 28424     |
 QR0621|---------------------------------------------------------------------|
 QR0621
 QR0621                          SUPERSEDED SURVEY CONTROL
 QR0621
 QR0621  NAD 83(1986)-  45 56 17.78147(N)    098 37 54.20153(W) AD(       ) 1
 QR0621  NAD 27      -  45 56 17.87500(N)    098 37 52.84100(W) AD(       ) 1
 QR0621
 QR0621.Superseded values are not recommended for survey control.
 QR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0621.See file dsdata.txt to determine how the superseded data were derived.
 QR0621
 QR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR2854887255(NAD 83)
 QR0621_MARKER: DS = TRIANGULATION STATION DISK
 QR0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QR0621
 QR0621  HISTORY     - Date     Condition        Report By
 QR0621  HISTORY     - 1934     MONUMENTED       CGS
 QR0621  HISTORY     - 1961     SEE DESCRIPTION  CGS
 QR0621  HISTORY     - 1974     SEE DESCRIPTION  NGS
 QR0621  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QR0621
 QR0621                          STATION DESCRIPTION
 QR0621
 QR0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0621'STATION IS ABOUT 7-1/4 MILES E OF FORBES, IN THE SE CORNER
 QR0621'OF THE SW 1/4 OF SEC. 31, T 129 N, R 63 W, ON LAND OWNED BY
 QR0621'THE HEIRS OF MR. E.E. STRAND.  IT IS 44 FEET N OF THE CENTER
 QR0621'LINE OF STATE LINE ROAD, 13 FEET N OF N RIGHT-OF-WAY FENCE,
 QR0621'AND FEET E OF A N-S FENCE LINE.  MARK IS FLUSH.
 QR0621'
 QR0621'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0621'BRONZE DISKS SET IN CONCRETE.
 QR0621'
 QR0621'REFERENCE MARK NO. 1 IS E OF THE STATION IN N RIGHT-OF-WAY
 QR0621'FENCE AND 34 FEET N OF CENTER LINE OF STATE LINE ROAD.
 QR0621'
 QR0621'REFERENCE MARK NO. 2 IS W OF STATION IN N RIGHT-OF-WAY FENCE
 QR0621'AND 34 FEET N OF CENTER LINE OF STATE LINE ROAD.
 QR0621'
 QR0621'AZIMUTH MARK IS E OF STATION ON S SIDE OF STATE LINE ROAD,
 QR0621'SET 4 FEET W OF NW CORNER OF MAIN BARN (RED), 57 FEET S OF
 QR0621'CENTER LINE OF STATE LINE ROAD.
 QR0621'
 QR0621'TO REACH THE STATION FROM POST OFFICE IN ELLENDALE, GO S ON
 QR0621'U.S. HIGHWAY 281 FOR 4.4 MILES TO WHERE U.S. HIGHWAY 281 TURNS
 QR0621'E, HERE TURN RIGHT (W) ON STATE LINE ROAD AND GO 5 MILES TO
 QR0621'STATION ON N SIDE OF ROAD ABOUT 0.1 MILE BEFORE REACHING SQUARE
 QR0621'WHITE HOUSE ON KNOLL SW TO STATION SITE.
 QR0621'
 QR0621'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0621
 QR0621                          STATION RECOVERY (1961)
 QR0621
 QR0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 QR0621'A SEARCH WAS MADE FOR THIS STATION BUT THE STATION AND REFERENCE
 QR0621'MARKS APPEARED TO HAVE BEEN DESTROYED BY ROAD IMPROVMENT.
 QR0621'THE DISTANCES GIVEN FROM THE CENTER OF THE ROAD TO THE STATION
 QR0621'AND REFERENCE MARKS WOULD INDICATE THAT THEIR FORMER LOCATION
 QR0621'WAS IN THE BOTTOM OF THE PRESENT GRADER DITCH.
 QR0621'
 QR0621'THE AZIMUTH MARK WAS THE ONLY MARK RECOVERED AT THIS STATION.
 QR0621
 QR0621                          STATION RECOVERY (1974)
 QR0621
 QR0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0621'STATION, REFERENCE MARKS WERE DESTROYED DUE TO ROAD IMPROVEMENTS.
 QR0621'AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION.
 QR0621
 QR0621                          STATION RECOVERY (1975)
 QR0621
 QR0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 QR0621'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD
 QR0621'CONDITION, THE SURFACE STATION MARK AND REFERENCE MARKS NO. 1 AND
 QR0621'NO. 2 WERE NOT RECOVERED THEY APPARENTLY WERE GRADED OUT DURING
 QR0621'ROAD IMPROVEMENTS.  THE POSITION OF THE UNDERGROUND STATION MARK
 QR0621'WAS HELD AND A NEW STATION MARK WAS SET 3-1/2 FEET BELOW GROUND
 QR0621'SURFACE, A NEW SURFACE STATION MARK WAS PLUMBED OVER IT AT
 QR0621'GROUND LEVEL.  REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.  A
 QR0621'CHANGE IN THE DISTANCE FROM THE NORTHWEST CORNER OF THE RED BARN
 QR0621'TO THE AZIMUTH MARK IS DUE TO PART OF THE BARN BEING REMOVED AT
 QR0621'THE TIME THE ROAD WAS WIDENED.  A DISCREPANCY WAS FOUND IN THE
 QR0621'LAND DESCRIPTION.
 QR0621'
 QR0621'A NEW DESCRIPTION FOLLOWS--
 QR0621'
 QR0621'THE STATION IS LOCATED IN THE SW CORNER OF THE SE 1/4 OF SEC. 31,
 QR0621'T 129 N, R 63 W, ON LAND OWNED BY THE HEIRS OF MR. E.E. STRAND.  IT
 QR0621'IS ABOUT 7-1/4 MILES EAST OF FORBES, 6-1/2 MILES SOUTHWEST OF
 QR0621'ELLENDALE, AND 5 MILES WEST OF U.S. HIGHWAY 281, IN THE NORTHEAST
 QR0621'CORNER OF THE JUNCTION OF AN EAST-WEST GRAVEL ROAD AND A TRACK
 QR0621'ROAD LEADING NORTH.  THE STATION MARK AND REFERENCE MARK NO. 4 ARE
 QR0621'IN NORTH DAKOTA AND THE AZIMUTH MARK AND REFERENCE MARK NO. 3
 QR0621'ARE IN SOUTH DAKOTA.
 QR0621'
 QR0621'THE STATION MARK IS A STANDARD DISK STAMPED LINE 1934 1975, SET
 QR0621'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 QR0621'IS 106 FEET NORTHWEST OF THE FENCE CORNER AT R.M. 3, 75 FEET
 QR0621'EAST-SOUTHEAST OF A POWER POLE, 44 FEET NORTH OF THE CENTER OF
 QR0621'THE STATE LINE COUNTY ROAD, 34 FEET EAST OF THE CENTER OF THE
 QR0621'SECTION LINE ROAD STEEL CULVERT, 16 FEET EAST OF THE EAST END OF
 QR0621'THE CULVERT, 17 FEET SOUTH OF BEING ON LINE WITH THE POWER POLES,
 QR0621'AND ABOUT 3-1/2 FEET LOWER THEN THE COUNTY ROAD.
 QR0621'
 QR0621'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED LINE 1934 NO 3 1975,
 QR0621'SET IN A DRILL HOLE AT THE TOP OF THE CONCRETE BASE FOR A STEEL
 QR0621'CORNER FENCE POST ON PROPERTY OF MR. WILLIAM STRAND.  IT IS 70
 QR0621'FEET EAST OF THE EXTENDED LINE OF THE CENTER OF THE TRACK ROAD
 QR0621'LEADING NORTH, 56 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD,
 QR0621'AND 0.9 FOOT SOUTHWEST OF THE CORNER FENCE POST.  IT IS FLUSH
 QR0621'WITH THE GROUND.
 QR0621'
 QR0621'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED LINE 1934 NO 4
 QR0621'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 QR0621'8-INCHES.  IT IS 61 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 34
 QR0621'FEET WEST OF THE CENTER OF THE TRACK ROAD NORTH, 24 FEET NORTHWEST
 QR0621'OF THE WEST END OF THE STEEL CULVERT, 4.5 FEET EAST OF A POWER
 QR0621'POLE, AND 1.1 FEET SOUTH OF A METAL WITNESS POST.
 QR0621'
 QR0621'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED LINE
 QR0621'1934 AZI, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 QR0621'THE GROUND.  IT IS 55 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD,
 QR0621'16 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RED BARN, AND 31
 QR0621'FEET WEST OF THE EXTENDED LINE OF THE EAST SIDE OF THE QUONSET
 QR0621'MACHINE SHED ON THE NORTH SIDE OF THE ROAD.
 QR0621'
 QR0621'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 QR0621'HIGHWAY 281 IN ELLENDALE, GO SOUTH ON HIGHWAY 281 FOR 4.5 MILES
 QR0621'TO A GRAVELED CROSSROAD AND THE NORTH DAKOTA-SOUTH DAKOTA STATE
 QR0621'LINE, TURN RIGHT AND GO WEST ON THE STATE LINE COUNTY ROAD FOR 4.5
 QR0621'MILES TO THE STRAND FARMSTEAD AND THE AZIMUTH MARK ON THE LEFT AS
 QR0621'DESCRIBED, CONTINUE WEST ON THE COUNTY ROAD 0.5 MILE TO A
 QR0621'SECTION LINE TRACK ROAD AND THE STATION ON THE RIGHT AS
 QR0621'DESCRIBED.
 QR0621'
 QR0621'THE ELLENDALE, MDU COMM RAD MAST IS THE MONTANA-DAKOTA UTILITY
 QR0621'COMPANY COMMUNICATIONS MAST.
 QR0621'
 QR0621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 QR0621'SW OF ELLENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ5463 ***********************************************************************
 AJ5463  DESIGNATION -  LINK
 AJ5463  PID         -  AJ5463
 AJ5463  STATE/COUNTY-  ND/MERCER
 AJ5463  USGS QUAD   -  BEULAH NE (1977)
 AJ5463
 AJ5463                         *CURRENT SURVEY CONTROL
 AJ5463  ___________________________________________________________________
 AJ5463* NAD 83(1996)-  47 22 47.32352(N)    101 51 40.37393(W)     ADJUSTED  
 AJ5463* NAVD 88     -       670.5    (meters)    2200.     (feet)  GPS OBS   
 AJ5463  ___________________________________________________________________
 AJ5463  X           -    -889,410.420 (meters)                     COMP
 AJ5463  Y           -  -4,234,760.066 (meters)                     COMP
 AJ5463  Z           -   4,670,939.317 (meters)                     COMP
 AJ5463  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 AJ5463  ELLIP HEIGHT-         651.51  (meters)          (06/27/05) GPS OBS
 AJ5463  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 AJ5463
 AJ5463  HORZ ORDER  -  A
 AJ5463  ELLP ORDER  -  FOURTH    CLASS I
 AJ5463
 AJ5463.The horizontal coordinates were established by GPS observations
 AJ5463.and adjusted by the National Geodetic Survey in June 2005..
 AJ5463
 AJ5463.The orthometric height was determined by GPS observations and a
 AJ5463.high-resolution geoid model.
 AJ5463
 AJ5463.Photographs are available for this station.
 AJ5463
 AJ5463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5463
 AJ5463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5463
 AJ5463.The ellipsoidal height was determined by GPS observations
 AJ5463.and is referenced to NAD 83.
 AJ5463
 AJ5463.The geoid height was determined by GEOID03.
 AJ5463
 AJ5463;                    North         East     Units Scale Factor Converg.
 AJ5463;SPC ND S     -   191,324.064   497,214.460   MT  0.99998113   -0 59 34.2
 AJ5463;SPC ND S     -   627,703.62  1,631,281.04   iFT  0.99998113   -0 59 34.2
 AJ5463;UTM  14      - 5,251,342.407   284,028.137   MT  1.00017326   -2 06 22.5
 AJ5463
 AJ5463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5463!SPC ND S     -   0.99989789  x   0.99998113  =   0.99987902
 AJ5463!UTM  14      -   0.99989789  x   1.00017326  =   1.00007113
 AJ5463
 AJ5463                          SUPERSEDED SURVEY CONTROL
 AJ5463
 AJ5463.No superseded survey control is available for this station.
 AJ5463
 AJ5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8402851342(NAD 83)
 AJ5463_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5463_STAMPING: LINK 1984
 AJ5463_MARK LOGO: NGS   
 AJ5463_PROJECTION: FLUSH
 AJ5463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5463+STABILITY: SURFACE MOTION
 AJ5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5463+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 AJ5463
 AJ5463  HISTORY     - Date     Condition        Report By
 AJ5463  HISTORY     - 1984     MONUMENTED       NGS
 AJ5463  HISTORY     - 20040820 GOOD             NDSPLS
 AJ5463
 AJ5463                          STATION DESCRIPTION
 AJ5463
 AJ5463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AJ5463'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF
 AJ5463'BEULAH AND ABOUT 1.6 KM (1.00 MI) WEST OF COTEAU PROPERTIES COMPANY
 AJ5463'HEADQUARTERS ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  TO REACH
 AJ5463'THE STATION FROM THE JUNCTION OF HIGHWAYS 7 AND 49, ON THE NORTH EDGE
 AJ5463'OF BEULAH, GO NORTH FOR 10 KM (6.20 MI) TO A CROSSROAD.  TURN LEFT AND
 AJ5463'GO WEST FOR 3.2 KM (2.00 MI) TO A CROSSROAD.  CONTINUE WEST FOR 0.8 KM
 AJ5463'(0.50 MI) TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 AJ5463'SOUTHWEST ACROSS PASTURE LAND FOR 1 KM (0.60 MI) TO TOP OF HILL AND
 AJ5463'STATION.
 AJ5463' 
 AJ5463'THE STATION IS A STANDARD NGS DISK STAMPED--LINK 1984--, SET INTO THE
 AJ5463'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 AJ5463'WITH GROUND.  LOCATED BETWEEN 2 BURIED BOULDERS, WHICH ARE ABOUT 0.6 M
 AJ5463'(2.0 FT) ACROSS AND PROJECT ABOUT 0.2 M (0.7 FT).  LOCATED 10.7 METERS
 AJ5463'(35.1 FT) SOUTH FROM THE NORTH EDGE OF THE HILL.  4.3 METERS (14.1 FT)
 AJ5463'WEST FROM A COTEAU PROPERTIES WITNESS POST AND 0.3 METER (1.0 FT) EAST
 AJ5463'FROM A WITNESS POST.
 AJ5463' 
 AJ5463'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--LINK NO 1 1984--,
 AJ5463'SET INTO A PARTIALLY EXPOSED BOULDER OF 0.67 METER (2.20 FT).  THE
 AJ5463'BOULDER APPEARS TO BE LIMESTONE. LOCATED 4.6 METERS (15.1 FT) SOUTH
 AJ5463'FROM THE NORTH EDGE OF THE HILL, 7.4 METERS (24.3 FT) WEST-NORTHWEST
 AJ5463'FROM CENTER OF A ROCK PILE.
 AJ5463' 
 AJ5463'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--LINK NO 2 1984--,
 AJ5463'SET INTO PARTIALLY EXPOSED BOULDER OF 4.4 FEET, (1.3 M) 1.34 METER.
 AJ5463'(4.40 FT) THE BOULDER PROJECTS ABOUT 0.5 M (1.6 FT) ABOVE THE GROUND
 AJ5463'AND IS LOCATED NEAR THE NORTH EDGE OF THE HILL.
 AJ5463' 
 AJ5463'AZIMUTH MARK NO 1, COTEAU STA 113, IS A 2 CM (7/8 INCH) SMOOTH DRIVEN
 AJ5463'ROD WHICH IS 1.2 M (3.9 FT) IN LENGTH.  IT IS RECESSED ABOUT 15 CM
 AJ5463'(6 INCHES) BELOW THE SURFACE.  LOCATED 8.3 METERS (27.2 FT) SOUTH FROM
 AJ5463'CENTER OF GRAVELED ROAD.  16 METERS (52.5 FT) WEST FROM THE PROJECTED
 AJ5463'CENTER OF AN APPROACH ON NORTH SIDE OF ROAD.  3.0 METERS (9.8 FT)
 AJ5463'NORTH
 AJ5463'FROM A METAL COTEAU WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 AJ5463'GATE MENTIONED ABOVE, GO WEST FOR 0.6 KM (0.35 MI) TO THE MARK ON THE
 AJ5463'LEFT.
 AJ5463
 AJ5463                          STATION RECOVERY (2004)
 AJ5463
 AJ5463'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 AJ5463'THE STATION IS LOCATED ABOUT 9 MI NORTH-NORTHWEST OF BEULAH AND ABOUT
 AJ5463'1 MI WEST OF  COTEAU PROPERTIES COMPANY HEADQUARTERS, ON THE HIGHEST
 AJ5463'HILL IN THE IMMEDIATE VICINITY.   OWNERSHIP--THE COTEAU PROPERTIES
 AJ5463'COMPANY, BEULAH ND 58523.
 AJ5463' 
 AJ5463'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 49, 200
 AJ5463'AND COUNTY ROAD  21, ABOUT 2 MI NORTH OF BEULAH, GO NORTH FOR 5 MI ON
 AJ5463'COUNTY ROAD 21 TO THE INTERSECTION  OF A GRAVELED ROAD.  TURN LEFT AND
 AJ5463'GO WEST FOR 3 MI ON THE GRAVELED ROAD TO THE  INTERSECTION OF COUNTY
 AJ5463'ROAD 15.  CONTINUE WEST ON GRAVELED SECTION LINE ROAD FOR  0.75 MI TO
 AJ5463'A GATE ON LEFT.  PASS THROUGH GATE AND GO SOUTH FOR ABOUT 2300 FT ON A
 AJ5463'TRAIL  THROUGH PASTURE TO THE HIGHEST ELEVATION IN THIS NORTHWEST
 AJ5463'QUARTER SECTION AND THE  STATION.
 AJ5463' 
 AJ5463'THE STATION IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AJ5463'GROUND.  LOCATED  BETWEEN TWO PARTIALLY EXPOSED BOULDERS, WHICH ARE
 AJ5463'ABOUT 2 FT ACROSS AND PROJECT 0.7  FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0784 ***********************************************************************
 RR0784  DESIGNATION -  LINTON
 RR0784  PID         -  RR0784
 RR0784  STATE/COUNTY-  ND/EMMONS
 RR0784  USGS QUAD   -  LINTON (1980)
 RR0784
 RR0784                         *CURRENT SURVEY CONTROL
 RR0784  ___________________________________________________________________
 RR0784* NAD 83(1996)-  46 16 29.17290(N)    100 14 56.86856(W)     ADJUSTED  
 RR0784* NAVD 88     -       572.3    (meters)    1878.     (feet)  VERTCON   
 RR0784  ___________________________________________________________________
 RR0784  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 RR0784  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RR0784
 RR0784  HORZ ORDER  -  SECOND
 RR0784
 RR0784.The horizontal coordinates were established by classical geodetic methods
 RR0784.and adjusted by the National Geodetic Survey in January 1998..
 RR0784
 RR0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0784
 RR0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0784
 RR0784.The geoid height was determined by GEOID03.
 RR0784
 RR0784;                    North         East     Units Scale Factor Converg.
 RR0784;SPC ND S     -    67,625.638   619,336.432   MT  0.99998328   +0 10 58.7
 RR0784;SPC ND S     -   221,868.89  2,031,943.67   iFT  0.99998328   +0 10 58.7
 RR0784;UTM  14      - 5,125,335.304   403,757.181   MT  0.99971386   -0 54 10.0
 RR0784
 RR0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0784!SPC ND S     -   0.99991373  x   0.99998328  =   0.99989702
 RR0784!UTM  14      -   0.99991373  x   0.99971386  =   0.99962762
 RR0784
 RR0784:                Primary Azimuth Mark                     Grid Az
 RR0784:SPC ND S     -  LINTON CHURCH SPIRE                      102 42 03.0
 RR0784:UTM  14      -  LINTON CHURCH SPIRE                      103 47 11.7
 RR0784
 RR0784|---------------------------------------------------------------------|
 RR0784| PID    Reference Object                     Distance      Geod. Az  |
 RR0784|                                                           dddmmss.s |
 RR0784| RR0783 LINTON CHURCH SPIRE                 APPROX. 1.3 KM 1025301.7 |
 RR0784| CO5870 LINTON RM 1                          16.337 METERS 24857     |
 RR0784| CO5871 LINTON RM 2                          10.625 METERS 33601     |
 RR0784| RR0798 KEM                                 APPROX. 6.4 KM 3400026.3 |
 RR0784|---------------------------------------------------------------------|
 RR0784
 RR0784                          SUPERSEDED SURVEY CONTROL
 RR0784
 RR0784  NAD 83(1986)-  46 16 29.16272(N)    100 14 56.86051(W) AD(       ) 2
 RR0784  NAD 27      -  46 16 29.19798(N)    100 14 55.45042(W) AD(       ) 2
 RR0784  NGVD 29 (07/19/86)  571.9    (m)         1876.     (f) VERT ANG       
 RR0784
 RR0784.Superseded values are not recommended for survey control.
 RR0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0784.See file dsdata.txt to determine how the superseded data were derived.
 RR0784
 RR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0375725335(NAD 83)
 RR0784_MARKER: DD = SURVEY DISK
 RR0784_SETTING: 0 = UNSPECIFIED SETTING
 RR0784
 RR0784  HISTORY     - Date     Condition        Report By
 RR0784  HISTORY     - 1970     MONUMENTED       USGS
 RR0784
 RR0784                          STATION DESCRIPTION
 RR0784
 RR0784'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0784'THE STATION IS LOCATED ABOUT 1 MI NW. OF THE CENTER OF
 RR0784'LINTON, IN THE NW. QUARTER OF SEC. 7, T. 132 N., R. 76 W., ON
 RR0784'TOP OF A SMALL KNOB ON A HIGH RIDGE, WHICH SLOPES DOWN TO THE
 RR0784'SE. AND ON THE PROPERTY OF MR. J. J. SCHMALTZ.
 RR0784'
 RR0784'TO REACH THE STATION FROM THE LINTON POST OFFICE, DRIVE
 RR0784'S. ON THE MAIN STREET FOR 0.1 MI TO A FOUR-WAY STOP, TURN RIGHT
 RR0784'AND DRIVE W. FOR 0.1 MI TO JCT. WITH U.S. HWY. 83, TURN RIGHT AND
 RR0784'DRIVE N. ON HWY. 83 FOR 0.4 MI TO THE JCT. OF A GRAVEL RD. LEADING
 RR0784'NW., TURN LEFT ONTO GRAVEL RD. AND DRIVE NW. FOR 0.7 MI TO A
 RR0784'GRAVEL CROSSROADS AND A CEMETERY ON THE LEFT, TURN RIGHT AND DRIVE
 RR0784'N.-NE. FOR 0.2 MI UP THE SIDE OF THE RIDGE TO A SADDLE AND
 RR0784'THEN DRIVE SE. FOR 0.1 MI ON A TRACK RD. TO THE TOP OF A LOW
 RR0784'KNOB AND STATION ON THE LEFT.
 RR0784'
 RR0784'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED LINTON
 RR0784'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN ABOUT
 RR0784'FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0784'
 RR0784'THE STATION MARK IS IN A SMALL GROUP OF BOULDERS, 22 FT NE. OF
 RR0784'THE TRACK RD., 10 FT N. OF A LARGE BOULDER, WHICH PROJECTS 20
 RR0784'IN., 5.5 FT SW. OF A LARGE BOULDER, WHICH PROJECTS 12 IN. AND 2.5
 RR0784'FT SW. OF A SMALLER BOULDER, WHICH PROJECTS ABOUT 10 IN.
 RR0784'
 RR0784'REFERENCE MARK 1 IS 53.60 FT (16.337 M.) SW. OF STATION,
 RR0784'25 FT SW. OF THE TRACK RD. AND 1 FT E. OF A METAL WITNESS POST.
 RR0784'
 RR0784'REFERENCE MARK 2 IS 34.86 FT (10.625 M.) NW. OF STATION, 37
 RR0784'FT NE. OF THE TRACK RD. AND 1 FT S. OF A BOULDER WHICH PROJECTS
 RR0784'6 IN.  DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS
 RR0784'62.42 FT. (19.026 M.).
 RR0784'
 RR0784'ALL STATIONS ARE INTERVISIBLE FROM GROUND.
 RR0784'
 RR0784'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0783 ***********************************************************************
 RR0783  DESIGNATION -  LINTON CHURCH SPIRE
 RR0783  PID         -  RR0783
 RR0783  STATE/COUNTY-  ND/EMMONS
 RR0783  USGS QUAD   -  LINTON (1980)
 RR0783
 RR0783                         *CURRENT SURVEY CONTROL
 RR0783  ___________________________________________________________________
 RR0783* NAD 83(1996)-  46 16 19.63152(N)    100 13 56.74280(W)     ADJUSTED  
 RR0783* NAVD 88     -                                                        
 RR0783  ___________________________________________________________________
 RR0783  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 RR0783  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RR0783
 RR0783  HORZ ORDER  -  THIRD
 RR0783
 RR0783.The horizontal coordinates were established by classical geodetic methods
 RR0783.and adjusted by the National Geodetic Survey in January 1998..
 RR0783
 RR0783
 RR0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0783
 RR0783.The geoid height was determined by GEOID03.
 RR0783
 RR0783;                    North         East     Units Scale Factor Converg.
 RR0783;SPC ND S     -    67,335.285   620,624.749   MT  0.99998373   +0 11 42.6
 RR0783;SPC ND S     -   220,916.29  2,036,170.44   iFT  0.99998373   +0 11 42.6
 RR0783;UTM  14      - 5,125,020.676   405,039.417   MT  0.99971085   -0 53 26.4
 RR0783
 RR0783                          SUPERSEDED SURVEY CONTROL
 RR0783
 RR0783  NAD 83(1986)-  46 16 19.62114(N)    100 13 56.73441(W) AD(       ) 4
 RR0783  NAD 27      -  46 16 19.65783(N)    100 13 55.33168(W) AD(       ) 3
 RR0783
 RR0783.Superseded values are not recommended for survey control.
 RR0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0783.See file dsdata.txt to determine how the superseded data were derived.
 RR0783
 RR0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0503925021(NAD 83)
 RR0783_MARKER: 90 = CHURCH SPIRE
 RR0783
 RR0783  HISTORY     - Date     Condition        Report By
 RR0783  HISTORY     - 1970     FIRST OBSERVED   USGS
 RR0783
 RR0783                          STATION DESCRIPTION
 RR0783
 RR0783'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0783'THE STATION IS THE CENTER OF THE CROSS ON TOP OF THE SPIRE OF THE
 RR0783'CATHOLIC CHURCH IN LINTON.  THE CHURCH IS LOCATED ON THE
 RR0783'E. SIDE OF N. MAIN STREET NEAR THE N. EDGE OF LINTON.  THE SPIRE
 RR0783'IS OF RED BRICK AT THE BASE AND IS ABOUT 100 FT HIGH.
 RR0783'
 RR0783'THE STATION WAS INTERSECTED FROM ET STATIONS SEHN 1970
 RR0783'AND LINTON 1970 AND FROM TRIANGULATION STATION BRAUN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0797 ***********************************************************************
 RR0797  DESIGNATION -  LINTON KEM CO RAD MAST
 RR0797  PID         -  RR0797
 RR0797  STATE/COUNTY-  ND/EMMONS
 RR0797  USGS QUAD   -  TEMVIK (1971)
 RR0797
 RR0797                         *CURRENT SURVEY CONTROL
 RR0797  ___________________________________________________________________
 RR0797* NAD 83(1996)-  46 19 40.92085(N)    100 16 38.18257(W)     ADJUSTED  
 RR0797* NAVD 88     -                                                        
 RR0797  ___________________________________________________________________
 RR0797  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 RR0797  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RR0797
 RR0797  HORZ ORDER  -  THIRD
 RR0797
 RR0797.The horizontal coordinates were established by classical geodetic methods
 RR0797.and adjusted by the National Geodetic Survey in January 1998..
 RR0797.No horizontal observational check was made to the station.
 RR0797
 RR0797
 RR0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0797
 RR0797.The geoid height was determined by GEOID03.
 RR0797
 RR0797;                    North         East     Units Scale Factor Converg.
 RR0797;SPC ND S     -    73,539.552   617,150.475   MT  0.99997470   +0 09 44.8
 RR0797;SPC ND S     -   241,271.50  2,024,771.90   iFT  0.99997470   +0 09 44.8
 RR0797;UTM  14      - 5,131,288.026   401,684.256   MT  0.99971882   -0 55 26.2
 RR0797
 RR0797                          SUPERSEDED SURVEY CONTROL
 RR0797
 RR0797  NAD 83(1986)-  46 19 40.91057(N)    100 16 38.17347(W) AD(       ) 4
 RR0797  NAD 27      -  46 19 40.93785(N)    100 16 36.76292(W) AD(       ) 3
 RR0797
 RR0797.Superseded values are not recommended for survey control.
 RR0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0797.See file dsdata.txt to determine how the superseded data were derived.
 RR0797
 RR0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0168431288(NAD 83)
 RR0797_MARKER: 42 = RADIO/TV MAST
 RR0797
 RR0797  HISTORY     - Date     Condition        Report By
 RR0797  HISTORY     - 1970     FIRST OBSERVED   USGS
 RR0797
 RR0797                          STATION DESCRIPTION
 RR0797
 RR0797'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0797'THE STATION IS THE CENTER OF THE BASE OF THE KEM ELECTRIC
 RR0797'CO. RADIO MAST LOCATED ABOT 5 MI N. ALONG U.S. HWY. 83
 RR0797'FROM LINTON.  THE MAST IS OF SLENDER STEEL CONSTRUCTION, PAINTED
 RR0797'RED AND WHITE AND WITH A RED LIGHT AT THE TOP.  A BELL TELEPHONE
 RR0797'CO. MICRO MAST IS LOCATED ABOUT 200 YARDS S. OF THE RADIO MAST.
 RR0797'
 RR0797'A TRAVERSE CONNECTION WAS MADE TO THE STATION FROM ET STATION
 RR0797'KEM 1970.  THE BASE OF THE RADIO MAST IS 154.97 FT (47.235 M.)
 RR0797'S.-SE. OF ET STATION KEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0526 ***********************************************************************
 RP0526  DESIGNATION -  LISBON
 RP0526  PID         -  RP0526
 RP0526  STATE/COUNTY-  ND/RANSOM
 RP0526  USGS QUAD   -  LISBON (1962)
 RP0526
 RP0526                         *CURRENT SURVEY CONTROL
 RP0526  ___________________________________________________________________
 RP0526* NAD 83(1986)-  46 26 44.     (N)    097 41 08.     (W)     SCALED    
 RP0526* NAVD 88     -       331.581  (meters)    1087.86   (feet)  ADJUSTED  
 RP0526  ___________________________________________________________________
 RP0526  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 RP0526  DYNAMIC HT  -         331.594 (meters)    1087.90  (feet)  COMP
 RP0526  MODELED GRAV-     980,645.4   (mgal)                       NAVD 88
 RP0526
 RP0526  VERT ORDER  -  SECOND    CLASS 0
 RP0526
 RP0526.The horizontal coordinates were scaled from a topographic map and have
 RP0526.an estimated accuracy of +/- 6 seconds.
 RP0526
 RP0526.The orthometric height was determined by differential leveling
 RP0526.and adjusted by the National Geodetic Survey in June 1991..
 RP0526
 RP0526.The geoid height was determined by GEOID03.
 RP0526
 RP0526.The dynamic height is computed by dividing the NAVD 88
 RP0526.geopotential number by the normal gravity value computed on the
 RP0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0526.degrees latitude (g = 980.6199 gals.).
 RP0526
 RP0526.The modeled gravity was interpolated from observed gravity values.
 RP0526
 RP0526;                    North         East    Units  Estimated Accuracy
 RP0526;SPC ND S     -    90,450.      816,200.      MT  (+/- 180 meters Scaled)
 RP0526
 RP0526                          SUPERSEDED SURVEY CONTROL
 RP0526
 RP0526  NGVD 29 (??/??/92)  331.275  (m)         1086.86   (f) ADJ UNCH    2 0
 RP0526
 RP0526.Superseded values are not recommended for survey control.
 RP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0526.See file dsdata.txt to determine how the superseded data were derived.
 RP0526
 RP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS009443(NAD 83)
 RP0526_MARKER: DB = BENCH MARK DISK
 RP0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0526_STAMPING: LISBON 1934
 RP0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0526+STABILITY: SURFACE MOTION
 RP0526
 RP0526  HISTORY     - Date     Condition        Report By
 RP0526  HISTORY     - 1934     MONUMENTED       CGS
 RP0526  HISTORY     - 1941     GOOD             NGS
 RP0526  HISTORY     - 1967     GOOD             NDHD
 RP0526
 RP0526                          STATION DESCRIPTION
 RP0526
 RP0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RP0526'IN LISBON.
 RP0526'AT LISBON, RANSOM COUNTY, AT THE CITY PARK, 15 FEET WEST OF THE SOUTH
 RP0526'ENTRANCE, ABOUT 95 FEET SOUTH OF THE BANK STAND PAGODA, ABOUT 65 FEET
 RP0526'WEST OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH
 RP0526'OF THE SIDEWALK, AND 5 FEET NORTH OF THE CURB.  A STANDARD DISK,
 RP0526'STAMPED LISBON 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RP0526
 RP0526                          STATION RECOVERY (1967)
 RP0526
 RP0526'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 RP0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0821 ***********************************************************************
 RP0821  DESIGNATION -  LISBON
 RP0821  PID         -  RP0821
 RP0821  STATE/COUNTY-  ND/RANSOM
 RP0821  USGS QUAD   -  LISBON SW (1962)
 RP0821
 RP0821                         *CURRENT SURVEY CONTROL
 RP0821  ___________________________________________________________________
 RP0821* NAD 83(1996)-  46 22 14.87589(N)    097 40 57.29298(W)     ADJUSTED  
 RP0821* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 RP0821  ___________________________________________________________________
 RP0821  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 RP0821  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 RP0821
 RP0821  HORZ ORDER  -  FIRST
 RP0821
 RP0821.The horizontal coordinates were established by classical geodetic methods
 RP0821.and adjusted by the National Geodetic Survey in January 1998..
 RP0821
 RP0821.The orthometric height was scaled from a topographic map.
 RP0821
 RP0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0821
 RP0821.The geoid height was determined by GEOID03.
 RP0821
 RP0821;                    North         East     Units Scale Factor Converg.
 RP0821;SPC ND S     -    82,155.873   816,730.770   MT  0.99996842   +2 03 17.9
 RP0821;SPC ND S     -   269,540.27  2,679,562.89   iFT  0.99996842   +2 03 17.9
 RP0821;UTM  14      - 5,136,090.395   601,326.791   MT  0.99972621   +0 57 13.2
 RP0821
 RP0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0821!SPC ND S     -   0.99994392  x   0.99996842  =   0.99991234
 RP0821!UTM  14      -   0.99994392  x   0.99972621  =   0.99967014
 RP0821
 RP0821|---------------------------------------------------------------------|
 RP0821| PID    Reference Object                     Distance      Geod. Az  |
 RP0821|                                                           dddmmss.s |
 RP0821| CO5874 LISBON RM 1                           6.850 METERS 08744     |
 RP0821| CO5872 LISBON AZ MK                                       1180116.2 |
 RP0821| CO5873 LISBON AZ MK 2                                     1181643.1 |
 RP0821| CO5875 LISBON RM 2                           6.584 METERS 35601     |
 RP0821| RP0824 LISBON MUNICIPAL STANDPIPE          APPROX. 7.6 KM 3562801.6 |
 RP0821|---------------------------------------------------------------------|
 RP0821
 RP0821                          SUPERSEDED SURVEY CONTROL
 RP0821
 RP0821  NAD 83(1986)-  46 22 14.87794(N)    097 40 57.28628(W) AD(       ) 1
 RP0821  NAD 27      -  46 22 15.01500(N)    097 40 55.92800(W) AD(       ) 1
 RP0821
 RP0821.Superseded values are not recommended for survey control.
 RP0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0821.See file dsdata.txt to determine how the superseded data were derived.
 RP0821
 RP0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0132736090(NAD 83)
 RP0821_MARKER: DS = TRIANGULATION STATION DISK
 RP0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0821
 RP0821  HISTORY     - Date     Condition        Report By
 RP0821  HISTORY     - 1954     MONUMENTED       CGS
 RP0821  HISTORY     - 1977     GOOD             NGS
 RP0821
 RP0821                          STATION DESCRIPTION
 RP0821
 RP0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0821'THE STATION IS LOCATED ON A PROMINENT KNOLL ABOUT 100 YARDS
 RP0821'NORTHWEST OF MR. HARTSONS FARM HOME, 5 MILES SOUTH OF LISBON,
 RP0821'1.5 MILES SOUTHWEST OF A PROMINENT BEND IN THE SHEYENNE RIVER,
 RP0821'AND ON PROPERTY OWNED BY MR. HARRY HARTSON.
 RP0821'
 RP0821'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 27 AND 32 IN
 RP0821'LISBON BY GOING SOUTHERLY ON HIGHWAY 32 FOR 5.15 MILES TO
 RP0821'A CROSS ROAD.  TURN RIGHT, WEST, AND GO 0.9 MILE TO THE AZIMUTH
 RP0821'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR
 RP0821'0.1 MILE TO A LANE ON THE RIGHT TO MR. HARTSONS RESIDENCE.  TURN
 RP0821'RIGHT, PASSING TO THE EAST THEN NORTH OF MR. HARTSONS HOME,
 RP0821'AND GO 0.3 MILE TO THE TOP OF THE KNOLL AND STATION.
 RP0821'
 RP0821'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0821'IS 5 FEET EAST OF A WITNESS POST.  THE DISK IS STAMPED LISBON
 RP0821'1954, AND THE MARK IS FLUSH WITH THE GROUND.
 RP0821'
 RP0821'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 RP0821'MONUMENT, STAMPED LISBON NO 1 1954, AND THE MARK IS FLUSH WITH
 RP0821'THE GROUND.
 RP0821'
 RP0821'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 RP0821'MONUMENT, STAMPED LISBON NO 2 1954, AND THE MARK IS FLUSH
 RP0821'WITH THE GROUND.
 RP0821'
 RP0821'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0821'IS 84 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 RP0821'ROAD, 82 FEET WEST OF A FENCE CORNER POST, 3 FEET EAST OF
 RP0821'A WITNESS POST, AND 6 INCHES NORTH OF A WIRE FENCE.  THE
 RP0821'DISK IS STAMPED LISBON 1954, AND THE MARK PROJECTS 1 INCH
 RP0821
 RP0821                          STATION RECOVERY (1977)
 RP0821
 RP0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RP0821'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 RP0821'MARK WERE RECOVERED IN GOOD CONDITION, A DIFFERENCE OF 0.011 METER
 RP0821'WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2 - APPARENTLY
 RP0821'DUE TO SLOPE MEASUREMENT, THE DIRECTIONS CHECKED GOOD.  THE
 RP0821'LOCATION OF THE 1954 AZIMUTH MARK IS NOW UNDER CULTIVATION, A NEW
 RP0821'AZIMUTH MARK WAS SET AND THE DISK REMOVED FROM THE 1954 AZIMUTH
 RP0821'MARK AT THIS TIME, THE RANCHER WILL REMOVE THE MONUMENT.
 RP0821'
 RP0821'A NEW DESCRIPTION FOLLOWS--
 RP0821'
 RP0821'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LISBON AND 1 MILE
 RP0821'WEST OF STATE HIGHWAY 32, ON THE TOP OF A PROMINENT HILL IN
 RP0821'PASTURELAND 0.1 MILE NORTHWEST OF THE HOUSE ON PROPERTY OF
 RP0821'MR. JAMES METZEN.
 RP0821'
 RP0821'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 27 AND
 RP0821'32 IN LISBON, GO SOUTH ON HIGHWAY 32 FOR 5.15 MILES TO A GRAVELED
 RP0821'CROSSROAD, TURN RIGHT AND GO WEST ON THE GRAVELED ROAD 0.9 MILE
 RP0821'TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 RP0821'DESCRIBED, CONTINUE WEST 0.15 MILE TO THE METZEN FARMSTEAD
 RP0821'DRIVEWAY, TURN RIGHT AND FOLLOW THE DRIVEWAY NORTHEAST 0.05 MILE
 RP0821'TO THE HOUSE, FROM THE HOUSE PACK NORTHWEST 500 FEET TO THE TOP
 RP0821'OF THE HILL AND THE STATION AS DESCRIBED.
 RP0821'
 RP0821'THE STATION MARK IS A STANDARD DISK STAMPED LISBON 1954, SET IN
 RP0821'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 RP0821'IS ON THE HIGHEST PART OF THE EAST PART OF THE HILL, ABOUT 170
 RP0821'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SHELTERBELT, AND 7
 RP0821'FEET WEST OF THE EXTENDED LINE OF THE WEST SIDE OF THE GARAGE
 RP0821'ATTACHED TO THE HOUSE.
 RP0821'
 RP0821'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED LISBON NO 1
 RP0821'1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 RP0821'GROUND.  IT IS ON THE EAST SLOPE OF THE HILL AND ABOUT 1-FOOT
 RP0821'LOWER THEN THE STATION.
 RP0821'
 RP0821'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED LISBON NO 2 1954,
 RP0821'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 1-INCH BELOW GROUND
 RP0821'LEVEL.  IT IS ON THE NORTH SLOPE OF THE HILL AND ABOUT 18-INCHES
 RP0821'LOWER THEN THE STATION.
 RP0821'
 RP0821'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LISBON 1954 1977,
 RP0821'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RP0821'4-INCHES.  IT IS IN A FENCE LINE, 38 FEET NORTH OF THE CENTER
 RP0821'OF THE GRAVELED ROAD, 5 FEET WEST OF A FENCE CORNER, AND 1.2
 RP0821'FEET WEST OF A METAL WITNESS POST.
 RP0821'
 RP0821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP0821'ABOUT 5 MILES SOUTH OF LISBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0824 ***********************************************************************
 RP0824  DESIGNATION -  LISBON MUNICIPAL STANDPIPE
 RP0824  PID         -  RP0824
 RP0824  STATE/COUNTY-  ND/RANSOM
 RP0824  USGS QUAD   -  LISBON (1962)
 RP0824
 RP0824                         *CURRENT SURVEY CONTROL
 RP0824  ___________________________________________________________________
 RP0824* NAD 83(1996)-  46 26 21.72527(N)    097 41 19.33777(W)     ADJUSTED  
 RP0824* NAVD 88     -                                                        
 RP0824  ___________________________________________________________________
 RP0824  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 RP0824  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 RP0824
 RP0824  HORZ ORDER  -  THIRD
 RP0824
 RP0824.The horizontal coordinates were established by classical geodetic methods
 RP0824.and adjusted by the National Geodetic Survey in January 1998..
 RP0824
 RP0824
 RP0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0824
 RP0824.The geoid height was determined by GEOID03.
 RP0824
 RP0824;                    North         East     Units Scale Factor Converg.
 RP0824;SPC ND S     -    89,755.948   815,987.202   MT  0.99995952   +2 03 01.8
 RP0824;SPC ND S     -   294,474.90  2,677,123.37   iFT  0.99995952   +2 03 01.8
 RP0824;UTM  14      - 5,143,701.537   600,729.506   MT  0.99972472   +0 57 01.1
 RP0824
 RP0824                          SUPERSEDED SURVEY CONTROL
 RP0824
 RP0824  NAD 83(1986)-  46 26 21.72762(N)    097 41 19.33018(W) AD(       ) 4
 RP0824  NAD 27      -  46 26 21.85800(N)    097 41 17.96500(W) AD(       ) 3
 RP0824
 RP0824.Superseded values are not recommended for survey control.
 RP0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0824.See file dsdata.txt to determine how the superseded data were derived.
 RP0824
 RP0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0073043702(NAD 83)
 RP0824_MARKER: 52 = STANDPIPE TANK
 RP0824
 RP0824  HISTORY     - Date     Condition        Report By
 RP0824  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0824
 RP0824                          STATION DESCRIPTION
 RP0824
 RP0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0824'THE STATION IS THE TOP CENTER OF THE 100 FOOT METAL STANDPIPE
 RP0824'LOCATED ON A RIDGE AT THE NORTHWEST EDGE OF LISBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1975 ***********************************************************************
 TG1975  DESIGNATION -  LISTER
 TG1975  PID         -  TG1975
 TG1975  STATE/COUNTY-  ND/DIVIDE
 TG1975  USGS QUAD   -  
 TG1975
 TG1975                         *CURRENT SURVEY CONTROL
 TG1975  ___________________________________________________________________
 TG1975* NAD 83(1996)-  49 00 46.92201(N)    103 20 16.17996(W)     ADJUSTED  
 TG1975* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 TG1975  ___________________________________________________________________
 TG1975  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 TG1975  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 TG1975
 TG1975  HORZ ORDER  -  THIRD
 TG1975
 TG1975.The horizontal coordinates were established by classical geodetic methods
 TG1975.and adjusted by the National Geodetic Survey in January 1998..
 TG1975
 TG1975.The orthometric height was scaled from a topographic map.
 TG1975
 TG1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1975
 TG1975.The geoid height was determined by GEOID03.
 TG1975
 TG1975;                    North         East     Units Scale Factor Converg.
 TG1975;SPC ND N     -   227,652.863   392,438.224   MT  1.00006752   -2 06 42.2
 TG1975;SPC ND N     -   746,892.60  1,287,526.98   iFT  1.00006752   -2 06 42.2
 TG1975;UTM  13      - 5,430,235.675   621,541.386   MT  0.99978147   +1 15 17.5
 TG1975
 TG1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1975!SPC ND N     -   0.99991088  x   1.00006752  =   0.99997839
 TG1975!UTM  13      -   0.99991088  x   0.99978147  =   0.99969237
 TG1975
 TG1975:                Primary Azimuth Mark                     Grid Az
 TG1975:SPC ND N     -  HOLD                                     091 34 20.5
 TG1975:UTM  13      -  HOLD                                     088 12 20.8
 TG1975
 TG1975|---------------------------------------------------------------------|
 TG1975| PID    Reference Object                     Distance      Geod. Az  |
 TG1975|                                                           dddmmss.s |
 TG1975| TG1969 HOLD                                APPROX. 4.3 KM 0892738.3 |
 TG1975|---------------------------------------------------------------------|
 TG1975
 TG1975                          SUPERSEDED SURVEY CONTROL
 TG1975
 TG1975  NAD 83(1986)-  49 00 46.92439(N)    103 20 16.17080(W) AD(       ) 3
 TG1975
 TG1975.Superseded values are not recommended for survey control.
 TG1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1975.See file dsdata.txt to determine how the superseded data were derived.
 TG1975
 TG1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ2154130236(NAD 83)
 TG1975_MARKER: DD = SURVEY DISK
 TG1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1975+STABILITY: SURFACE MOTION
 TG1975
 TG1975  HISTORY     - Date     Condition        Report By
 TG1975  HISTORY     - 1911     MONUMENTED       IBC
 TG1975
 TG1975                          STATION DESCRIPTION
 TG1975
 TG1975'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG1975'ABOUT 1 MILE NORTHEAST OF INTERNATIONAL BOUNDARY MONUMENT 605, IN
 TG1975'NW 1/4 SECTION, IN A FARMYARD, ABOUT 20 METERS SOUTHEAST OF A HOUSE.
 TG1975'
 TG1975'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN
 TG1975'CONCRETE NEARLY FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0605 ***********************************************************************
 RQ0605  DESIGNATION -  LITCHVILLE
 RQ0605  PID         -  RQ0605
 RQ0605  STATE/COUNTY-  ND/BARNES
 RQ0605  USGS QUAD   -  LITCHVILLE (1970)
 RQ0605
 RQ0605                         *CURRENT SURVEY CONTROL
 RQ0605  ___________________________________________________________________
 RQ0605* NAD 83(1996)-  46 39 36.90559(N)    098 08 41.82356(W)     ADJUSTED  
 RQ0605* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 RQ0605  ___________________________________________________________________
 RQ0605  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 RQ0605  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 RQ0605
 RQ0605  HORZ ORDER  -  SECOND
 RQ0605
 RQ0605.The horizontal coordinates were established by classical geodetic methods
 RQ0605.and adjusted by the National Geodetic Survey in January 1998..
 RQ0605
 RQ0605.The orthometric height was scaled from a topographic map.
 RQ0605
 RQ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0605
 RQ0605.The geoid height was determined by GEOID03.
 RQ0605
 RQ0605;                    North         East     Units Scale Factor Converg.
 RQ0605;SPC ND S     -   113,144.801   780,210.106   MT  0.99994046   +1 43 03.8
 RQ0605;SPC ND S     -   371,209.98  2,559,744.44   iFT  0.99994046   +1 43 03.8
 RQ0605;UTM  14      - 5,167,765.242   565,416.372   MT  0.99965260   +0 37 18.8
 RQ0605
 RQ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0605!SPC ND S     -   0.99993380  x   0.99994046  =   0.99987427
 RQ0605!UTM  14      -   0.99993380  x   0.99965260  =   0.99958643
 RQ0605
 RQ0605:                Primary Azimuth Mark                     Grid Az
 RQ0605:SPC ND S     -  K 45                                     358 41 53.1
 RQ0605:UTM  14      -  K 45                                     359 47 38.1
 RQ0605
 RQ0605|---------------------------------------------------------------------|
 RQ0605| PID    Reference Object                     Distance      Geod. Az  |
 RQ0605|                                                           dddmmss.s |
 RQ0605| CO5876 K 45                                               0002456.9 |
 RQ0605| CO5877 LITCHVILLE RM 1                      18.013 METERS 02522     |
 RQ0605| CO5878 LITCHVILLE RM 2                      17.950 METERS 25349     |
 RQ0605|---------------------------------------------------------------------|
 RQ0605
 RQ0605                          SUPERSEDED SURVEY CONTROL
 RQ0605
 RQ0605  NAD 83(1986)-  46 39 36.90998(N)    098 08 41.81433(W) AD(       ) 2
 RQ0605  NAD 27      -  46 39 36.98100(N)    098 08 40.47800(W) AD(       ) 2
 RQ0605
 RQ0605.Superseded values are not recommended for survey control.
 RQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0605.See file dsdata.txt to determine how the superseded data were derived.
 RQ0605
 RQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6541667765(NAD 83)
 RQ0605_MARKER: DS = TRIANGULATION STATION DISK
 RQ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0605
 RQ0605  HISTORY     - Date     Condition        Report By
 RQ0605  HISTORY     - 1954     MONUMENTED       CGS
 RQ0605  HISTORY     - 1961     GOOD             CGS
 RQ0605
 RQ0605                          STATION DESCRIPTION
 RQ0605
 RQ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0605'THE STATION IS IN THE SOUTHEAST CORNER OF SEC. 20, T. 137 N,
 RQ0605'R. 59 W. IN THE SOUTHEAST CORNER OF A FARMYARD, ON LAND OWNED
 RQ0605'AND OCCUPIED BY MR. ALBERT N. WINGE.  IT IS 2 MILES WEST AND
 RQ0605'2 MILES SOUTH OF HASTINGS, 2-1/4 MILES EAST AND 1/2 MILE NORTH
 RQ0605'OF LITCHVILLE, AND 2 MILES NORTH OF STATE HIGHWAY 46.
 RQ0605'
 RQ0605'TO REACH FROM THE BUSINESS DISTRICT IN LITCHVILLE, GO NORTH
 RQ0605'ON THE MAIN STREET FOR 0.1 MILE TO THE END OF THE STREET.
 RQ0605'TURN RIGHT, EAST, AND GO 0.3 MILE TO A T-INTERSECTION.  TURN
 RQ0605'LEFT, NORTH, AND GO 0.35 MILE ON THE GRAVEL ROAD TO A CROSSROAD.
 RQ0605'TURN RIGHT, EAST, AND GO 0.9 MILE TO A RAILROAD CROSSING.
 RQ0605'CONTINUE EAST ON THE GRAVEL ROAD FOR 1.1 MILES TO A CROSSROAD.
 RQ0605'TURN LEFT, NORTH, AND GO APPROXIMATELY 175 FEET TO MR. ALBERT
 RQ0605'N. WINGES MAIL BOX ON THE RIGHT AND A PRIVATE DRIVEWAY ON
 RQ0605'THE LEFT.  TURN LEFT, THROUGH A WIRE GATE, THEN SOUTH ABOUT
 RQ0605'100 FEET TO THE STATION.
 RQ0605'
 RQ0605'THE STATION MARK, 73 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 RQ0605'64 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 51 FEET
 RQ0605'SOUTHEAST OF A POWER POLE AND 29.5 FEET NORTHWEST OF THE SOUTHEAST
 RQ0605'CORNER OF A FENCE, IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 RQ0605'THE DISK IS STAMPED LITCHVILLE 1954.
 RQ0605'
 RQ0605'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF THE STATION, IS 52
 RQ0605'FEET SOUTHWEST OF MR. ALBERT N. WINGES MAIL BOX, 44 FEET
 RQ0605'SOUTH OF THE CENTER OF THE PRIVATE DRIVEWAY, 36 FEET WEST OF
 RQ0605'THE CENTER OF THE NORTH-AND-SOUTH GRAVEL ROAD, 2 FEET
 RQ0605'SOUTHWEST OF A WITNESS POST, 1 FOOT EAST OF A FENCE AND
 RQ0605'PROJECTS 6 INCHES.  THE DISK IS STAMPED LITCHVILLE NO. 1 1954.
 RQ0605'
 RQ0605'REFERENCE MARK NO. 2, WEST-SOUTHWEST OF THE STATION, IS IN
 RQ0605'THE EAST-AND-WEST FENCE LINE, 80 FEET WEST OF THE CORNER-POST,
 RQ0605'58 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 1.5 FEET
 RQ0605'NORTHEAST OF A WITNESS POST, AND PROJECTS 4 INCHES.  THE
 RQ0605'DISK IS STAMPED LITCHVILLE NO. 2 1954.
 RQ0605'
 RQ0605'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE NORTH, IS 42.5 FEET
 RQ0605'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 37 FEET
 RQ0605'WEST OF THE CENTER OF A GRAVEL ROAD, 3.5 FEET NORTHWEST OF A
 RQ0605'TELEGRAPH POLE, 1.5 FEET WEST OF A WITNESS POST AND ON THE
 RQ0605'SOUTHERN EDGE OF THE RAILROAD RIGHT-OF-WAY.  THE MARK IS A
 RQ0605'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET IN A
 RQ0605'10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS
 RQ0605'STAMPED K 45 1934.
 RQ0605'
 RQ0605'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 RQ0605'GRAVEL ROAD FOR 0.5 MILE TO THE RAILROAD CROSSING.
 RQ0605'
 RQ0605'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RQ0605
 RQ0605                          STATION RECOVERY (1961)
 RQ0605
 RQ0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0605'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0605'CONDITION.
 RQ0605'
 RQ0605'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM LITCHVILLE
 RQ0605'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0606 ***********************************************************************
 RQ0606  DESIGNATION -  LITCHVILLE MILLER ELEVATOR
 RQ0606  PID         -  RQ0606
 RQ0606  STATE/COUNTY-  ND/BARNES
 RQ0606  USGS QUAD   -  LITCHVILLE (1970)
 RQ0606
 RQ0606                         *CURRENT SURVEY CONTROL
 RQ0606  ___________________________________________________________________
 RQ0606* NAD 83(1996)-  46 39 11.07189(N)    098 11 25.27167(W)     ADJUSTED  
 RQ0606* NAVD 88     -                                                        
 RQ0606  ___________________________________________________________________
 RQ0606  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 RQ0606  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 RQ0606
 RQ0606  HORZ ORDER  -  THIRD
 RQ0606
 RQ0606.The horizontal coordinates were established by classical geodetic methods
 RQ0606.and adjusted by the National Geodetic Survey in January 1998..
 RQ0606
 RQ0606
 RQ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0606
 RQ0606.The geoid height was determined by GEOID03.
 RQ0606
 RQ0606;                    North         East     Units Scale Factor Converg.
 RQ0606;SPC ND S     -   112,244.323   776,760.352   MT  0.99994085   +1 41 04.6
 RQ0606;SPC ND S     -   368,255.65  2,548,426.35   iFT  0.99994085   +1 41 04.6
 RQ0606;UTM  14      - 5,166,931.147   561,951.036   MT  0.99964717   +0 35 19.7
 RQ0606
 RQ0606                          SUPERSEDED SURVEY CONTROL
 RQ0606
 RQ0606  NAD 83(1986)-  46 39 11.07651(N)    098 11 25.26198(W) AD(       ) 4
 RQ0606  NAD 27      -  46 39 11.14700(N)    098 11 23.92800(W) AD(       ) 3
 RQ0606
 RQ0606.Superseded values are not recommended for survey control.
 RQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0606.See file dsdata.txt to determine how the superseded data were derived.
 RQ0606
 RQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6195166931(NAD 83)
 RQ0606
 RQ0606  HISTORY     - Date     Condition        Report By
 RQ0606  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0606
 RQ0606                          STATION DESCRIPTION
 RQ0606
 RQ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0606'THE STATION IS THE TOP CENTER OF THE TALLEST AND MOST EASTERLY
 RQ0606'OF SEVERAL ELEVATORS IN THE TOWN OF LITCHVILLE.  IT IS A CORRUGATED
 RQ0606'METAL BUILDING APPROXIMATELY 90 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0815 ***********************************************************************
 RR0815  DESIGNATION -  LITTLE
 RR0815  PID         -  RR0815
 RR0815  STATE/COUNTY-  ND/EMMONS
 RR0815  USGS QUAD   -  FORT YATES NE (1968)
 RR0815
 RR0815                         *CURRENT SURVEY CONTROL
 RR0815  ___________________________________________________________________
 RR0815* NAD 83(1996)-  46 12 14.31804(N)    100 32 46.47532(W)     ADJUSTED  
 RR0815* NAVD 88     -       570.     (meters)    1870.     (feet)  SCALED    
 RR0815  ___________________________________________________________________
 RR0815  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 RR0815  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0815
 RR0815  HORZ ORDER  -  THIRD
 RR0815
 RR0815.The horizontal coordinates were established by classical geodetic methods
 RR0815.and adjusted by the National Geodetic Survey in January 1998..
 RR0815
 RR0815.The orthometric height was scaled from a topographic map.
 RR0815
 RR0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0815
 RR0815.The geoid height was determined by GEOID03.
 RR0815
 RR0815;                    North         East     Units Scale Factor Converg.
 RR0815;SPC ND S     -    59,726.826   596,431.054   MT  0.99999601   -0 02 01.4
 RR0815;SPC ND S     -   195,954.15  1,956,794.80   iFT  0.99999601   -0 02 01.4
 RR0815;UTM  14      - 5,117,873.138   380,712.125   MT  0.99977492   -1 06 58.4
 RR0815
 RR0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0815!SPC ND S     -   0.99991397  x   0.99999601  =   0.99990998
 RR0815!UTM  14      -   0.99991397  x   0.99977492  =   0.99968891
 RR0815
 RR0815:                Primary Azimuth Mark                     Grid Az
 RR0815:SPC ND S     -  LITTLE AZ MK RESET                       176 28 27.2
 RR0815:UTM  14      -  LITTLE AZ MK RESET                       177 33 24.2
 RR0815
 RR0815|---------------------------------------------------------------------|
 RR0815| PID    Reference Object                     Distance      Geod. Az  |
 RR0815|                                                           dddmmss.s |
 RR0815| CO5880 LITTLE AZ MK RESET                                 1762625.8 |
 RR0815| CO5879 LITTLE AZ MK                                       1770943.1 |
 RR0815| RR0824 FORT YATES INDIAN SCH PWR STK       APPROX.14.3 KM 2072415.9 |
 RR0815| RR0823 FORT YATES ST PETERS CATH CH        APPROX.13.8 KM 2084114.2 |
 RR0815| CO5881 LITTLE RM 1                          12.028 METERS 22432     |
 RR0815| CO5882 LITTLE RM 2                          12.171 METERS 32337     |
 RR0815|---------------------------------------------------------------------|
 RR0815
 RR0815                          SUPERSEDED SURVEY CONTROL
 RR0815
 RR0815  NAD 83(1986)-  46 12 14.30913(N)    100 32 46.46780(W) AD(       ) 3
 RR0815  NAD 27      -  46 12 14.33400(N)    100 32 45.02700(W) AD(       ) 3
 RR0815
 RR0815.Superseded values are not recommended for survey control.
 RR0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0815.See file dsdata.txt to determine how the superseded data were derived.
 RR0815
 RR0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8071217873(NAD 83)
 RR0815_MARKER: DS = TRIANGULATION STATION DISK
 RR0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0815
 RR0815  HISTORY     - Date     Condition        Report By
 RR0815  HISTORY     - 1948     MONUMENTED       CGS
 RR0815  HISTORY     - 1957     GOOD             CGS
 RR0815
 RR0815                          STATION DESCRIPTION
 RR0815
 RR0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0815'STATION IS LOCATED ABOUT 18-1/2 MILES WEST AND 5 MILES NORTH
 RR0815'OF STRASBURG, 1-1/2 MILE EAST OF THE MISSOURI RIVER, AND 0.35
 RR0815'MILE EAST OF A FARMHOUSE, ON PROPERTY OWNED BY SARAH A. JENNER.
 RR0815'
 RR0815'TO REACH THE STATION FROM THE STRASBURG POST OFFICE, GO
 RR0815'SOUTH ON GRAVEL STREET FOR 0.15 MILE TO THE JUNCTION WITH
 RR0815'U.S. HIGHWAY 83, TURN RIGHT AND GO WEST ON HIGHWAY 83 FOR
 RR0815'0.35 MILE TO WHERE THE HIGHWAY TURNS RIGHT, CONTINUE STRAIGHT
 RR0815'AHEAD AND GO WEST FOR 10.3 MILES TO A FORK, TAKE LEFT FORK AND GO
 RR0815'SOUTH FOR 1.0 MILE TO ANOTHER FORK, TAKE RIGHT FORK WEST FOR
 RR0815'3.1 MILES TO A CROSSROADS, TURN RIGHT AND GO NORTH FOR 2.05
 RR0815'MILES TO ANOTHER CROSSROADS, TURN LEFT AND GO WEST FOR 3.15
 RR0815'MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO NORTH ON MAIN ROAD
 RR0815'FOR 1.0 MILE, TURN LEFT AND GO WEST ON MAIN ROAD FOR 1.0 MILE TO
 RR0815'A CROSSROADS, TURN RIGHT AND GO NORTH FOR 1.05 MILE TO
 RR0815'CROSSROADS, TURN LEFT AND GO WEST FOR 1.0 MILE TO A T-ROAD
 RR0815'RIGHT, TURN RIGHT AND GO NORTH FOR 0.5 MILE TO A SCHOOL ON THE
 RR0815'LEFT, WHERE THE MAIN ROAD TURNS LEFT, CONTINUE NORTH FOR
 RR0815'0.8 MILE ON A DIM TRACK ROAD TO THE AZIMUTH MARK ON THE
 RR0815'LEFT, CONTINUE NORTH FOR 0.5 MILE TO WHERE TRACK ROAD TURNS
 RR0815'LEFT INTO A FIELD, TURN LEFT ON TRACK ROAD, AND GO WESTERLY
 RR0815'FOR 0.35 MILE TO FORK, TAKE RIGHT FORK TOWARD LARGE
 RR0815'FARMHOUSE FOR 0.25 MILE TO FARMHOUSE ON LEFT, CONTINUE
 RR0815'NORTH AND EAST FOR 0.05 MILE TO A WIRE GATE NORTHEAST OF A
 RR0815'BARN, GO THROUGH GATE AND GO EAST-NORTHEAST TO RIDGE AND
 RR0815'ALONG RIDGE FOR A TOTAL OF 0.35 MILE FROM GATE, TO THE
 RR0815'STATION ON THE HIGHEST POINT ON THE RIDGE, AS DESCRIBED.
 RR0815'
 RR0815'STATION MARK IS 7 FEET NORTH OF A WHITE WITNESS POST, AND IS
 RR0815'A STANDARD USC AND GS STATION MARK DISK SET IN A 12-INCH
 RR0815'SQUARE CONCRETE POST.  THE MARK PROJECTS ABOUT 8 INCHES
 RR0815'AND THE DISK IS STAMPED LITTLE 1948.
 RR0815'
 RR0815'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS REFERENCE MARK
 RR0815'DISK SET IN A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0815'ABOUT 2 INCHES, AND THE DISK IS STAMPED LITTLE NO 1 1948.
 RR0815'
 RR0815'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 RR0815'DISK SET IN A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0815'ABOUT 8 INCHES, AND THE DISK IS STAMPED LITTLE NO 2 1948.
 RR0815'
 RR0815'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTH OF THE STATION,
 RR0815'20 FEET WEST OF THE CENTER OF A NORTH-SOUTH TRACK ROAD, 2 FEET
 RR0815'EAST OF A NORTH-SOUTH FENCE LINE, AND 2 FEET NORTHEAST OF A
 RR0815'WHITE WITNESS POST.  IT IS A STANDARD USC AND GS AZIMUTH MARK
 RR0815'DISK, SET IN A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0815'ABOUT 6 INCHES, AND THE DISK IS STAMPED LITTLE 1948.
 RR0815'
 RR0815'THIS STATION WILL SEE TRIANGULATION STATIONS POWELL 1934
 RR0815'AND BATTLE FROM THE GROUND.
 RR0815'
 RR0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0815
 RR0815                          STATION RECOVERY (1957)
 RR0815
 RR0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0815'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT THE
 RR0815'AZIMUTH MARK, FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 RR0815'APPARENTLY BEEN HIT BY ROAD MACHINERY AND WAS FOUND TO BE
 RR0815'TILTED.  THE RIGHT OF WAY OF THE PUBLIC ROAD HAD BEEN WIDENED SO
 RR0815'THE MARK WAS MOVED TO THE NEW RIGHT OF WAY LIMITS.
 RR0815'
 RR0815'THE NEW AZIMUTH MARK IS ABOUT 0.8 MILE SOUTH-SOUTHEAST OF THE
 RR0815'STATION, 31 FEET EAST OF THE CENTER LINE OF THE SECTION LINE
 RR0815'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 RR0815'A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 6 INCHES
 RR0815'AND THE DISK IS STAMPED LITTLE 1948 RESET 1957.
 RR0815'
 RR0815'THE ORIGINAL DESCRIPTION, TO REACH THE STATION FROM STRASBURG,
 RR0815'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1788 ***********************************************************************
 TG1788  DESIGNATION -  LITTLE
 TG1788  PID         -  TG1788
 TG1788  STATE/COUNTY-  ND/MOUNTRAIL
 TG1788  USGS QUAD   -  BELDEN SW (1981)
 TG1788
 TG1788                         *CURRENT SURVEY CONTROL
 TG1788  ___________________________________________________________________
 TG1788* NAD 83(1996)-  48 04 23.15050(N)    102 26 39.26993(W)     ADJUSTED  
 TG1788* NAVD 88     -       771.     (meters)    2530.     (feet)  SCALED    
 TG1788  ___________________________________________________________________
 TG1788  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 TG1788  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 TG1788
 TG1788  HORZ ORDER  -  FIRST
 TG1788
 TG1788.The horizontal coordinates were established by classical geodetic methods
 TG1788.and adjusted by the National Geodetic Survey in January 1998..
 TG1788
 TG1788.The orthometric height was scaled from a topographic map.
 TG1788
 TG1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1788
 TG1788.The geoid height was determined by GEOID03.
 TG1788
 TG1788;                    North         East     Units Scale Factor Converg.
 TG1788;SPC ND N     -   121,136.873   455,140.047   MT  0.99993586   -1 26 48.4
 TG1788;SPC ND N     -   397,430.69  1,493,241.62   iFT  0.99993586   -1 26 48.4
 TG1788;UTM  13      - 5,327,584.684   690,371.912   MT  1.00004533   +1 54 07.4
 TG1788
 TG1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1788!SPC ND N     -   0.99988193  x   0.99993586  =   0.99981779
 TG1788!UTM  13      -   0.99988193  x   1.00004533  =   0.99992725
 TG1788
 TG1788|---------------------------------------------------------------------|
 TG1788| PID    Reference Object                     Distance      Geod. Az  |
 TG1788|                                                           dddmmss.s |
 TG1788| CQ8436 LITTLE RM 1                          12.801 METERS 04444     |
 TG1788| CQ8435 LITTLE AZ MK                                       0483307.0 |
 TG1788| CQ8437 LITTLE RM 2                          12.600 METERS 28024     |
 TG1788|---------------------------------------------------------------------|
 TG1788
 TG1788                          SUPERSEDED SURVEY CONTROL
 TG1788
 TG1788  NAD 83(1986)-  48 04 23.15085(N)    102 26 39.26654(W) AD(       ) 1
 TG1788  NAD 27      -  48 04 23.09170(N)    102 26 37.63020(W) AD(       ) 1
 TG1788
 TG1788.Superseded values are not recommended for survey control.
 TG1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1788.See file dsdata.txt to determine how the superseded data were derived.
 TG1788
 TG1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9037227585(NAD 83)
 TG1788_MARKER: DS = TRIANGULATION STATION DISK
 TG1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1788
 TG1788  HISTORY     - Date     Condition        Report By
 TG1788  HISTORY     - 1946     MONUMENTED       CGS
 TG1788
 TG1788                          STATION DESCRIPTION
 TG1788
 TG1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1788'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF THE TOWN OF
 TG1788'STANLEY AND ABOUT 6 MILES SOUTHWEST OF THE SETTLEMENT OF
 TG1788'BELDEN.  IT IS ON THE HIGHEST POINT OF A PROMINENT PLATEAU ON
 TG1788'THE EAST SIDE OF THE MOUTH OF THE LITTLE KNIFE RIVER, OVERLOOKING
 TG1788'THE MISSOURI RIVER.  IT IS ABOUT 400 YARDS WEST OF A PROMINENT
 TG1788'BRUSH PATCH AND GRAIN STORAGE BUILDING ON A HILL ALONG THE
 TG1788'ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 TG1788'LITTLE 1946.
 TG1788'
 TG1788'REFERENCE MARK NO. 1 IS 42.00 FEET NORTHEAST OF THE STATION.
 TG1788'THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED LITTLE
 TG1788'NO 1 1946.
 TG1788'
 TG1788'REFERENCE MARK NO. 2 IS 41.34 FEET WEST OF THE STATION.  THE
 TG1788'MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED LITTLE NO
 TG1788'2 1946.
 TG1788'
 TG1788'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHEAST OF THE
 TG1788'STATION AND IS 18 FEET EAST OF THE APPROXIMATE CENTER LINE OF
 TG1788'THE SECTION LINE ROAD.  THE MARK PROJECTS ABOUT 3 INCHES
 TG1788'AND THE DISK IS STAMPED LITTLE 1946.
 TG1788'
 TG1788'TO REACH THE STATION FROM THE SETTLEMENT OF BELDEN, WHICH
 TG1788'IS ABOUT 10 MILES SOUTH OF STANLEY ON STATE HIGHWAY NO. 8,
 TG1788'GO SOUTH ON THE HIGHWAY FOR 2.0 MILES TO A SCHOOL ON THE RIGHT.
 TG1788'HERE TURN RIGHT, WEST, AND GO 1.5 MILES.  HERE TURN LEFT,
 TG1788'SOUTH, AND GO ON THE MAIN TRAVELED ROAD 0.5 MILES.  HERE TURN
 TG1788'RIGHT, WEST, AND GO ON THE MAIN TRAVELED ROAD 0.5 MILE.  HERE
 TG1788'TURN LEFT, SOUTH, ON A GRADED GRAVEL ROAD 0.5 MILE TO THE
 TG1788'END OF THE GRAVEL ROAD.  THERE CONTINUE SOUTH ON A TRACK ROAD
 TG1788'ON THE SECTION LINE FOR 1 MILE TO AN OLD WINDMILL TOWER AND
 TG1788'CROSS ROAD.  HERE TURN RIGHT, WEST, AND GO 2 MILES WEST TO
 TG1788'A ROAD LEFT NEAR A GRAIN STORAGE BUILDING.  HERE TURN LEFT,
 TG1788'SOUTH, AND GO 1.4 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 TG1788'DESCRIBED.  CONTINUE SOUTH ON THE ROAD 0.1 MILE TO A
 TG1788'FIELD CORNER NEAR A LONE TREE AND A PILE OF ROCKS ON THE
 TG1788'RIGHT.  TURN RIGHT HERE AND GO WEST AND THEN SOUTH 0.2
 TG1788'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 TG1788'DESCRIBED.
 TG1788'
 TG1788'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0814 ***********************************************************************
 RR0814  DESIGNATION -  LITTLE BEAVER
 RR0814  PID         -  RR0814
 RR0814  STATE/COUNTY-  ND/EMMONS
 RR0814  USGS QUAD   -  FORT YATES NE (1968)
 RR0814
 RR0814                         *CURRENT SURVEY CONTROL
 RR0814  ___________________________________________________________________
 RR0814* NAD 83(1996)-  46 12 14.35158(N)    100 32 46.71023(W)     ADJUSTED  
 RR0814* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 RR0814  ___________________________________________________________________
 RR0814  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 RR0814  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0814
 RR0814  HORZ ORDER  -  SECOND
 RR0814
 RR0814.The horizontal coordinates were established by classical geodetic methods
 RR0814.and adjusted by the National Geodetic Survey in January 1998..
 RR0814
 RR0814.The orthometric height was scaled from a topographic map.
 RR0814
 RR0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0814
 RR0814.The geoid height was determined by GEOID03.
 RR0814
 RR0814;                    North         East     Units Scale Factor Converg.
 RR0814;SPC ND S     -    59,727.865   596,426.018   MT  0.99999600   -0 02 01.6
 RR0814;SPC ND S     -   195,957.56  1,956,778.27   iFT  0.99999600   -0 02 01.6
 RR0814;UTM  14      - 5,117,874.272   380,707.111   MT  0.99977494   -1 06 58.6
 RR0814
 RR0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0814!SPC ND S     -   0.99991616  x   0.99999600  =   0.99991216
 RR0814!UTM  14      -   0.99991616  x   0.99977494  =   0.99969112
 RR0814
 RR0814:                Primary Azimuth Mark                     Grid Az
 RR0814:SPC ND S     -  VAN SOLEN                                319 43 38.5
 RR0814:UTM  14      -  VAN SOLEN                                320 48 35.5
 RR0814
 RR0814|---------------------------------------------------------------------|
 RR0814| PID    Reference Object                     Distance      Geod. Az  |
 RR0814|                                                           dddmmss.s |
 RR0814| RR0806 VAN SOLEN                           APPROX. 9.4 KM 3194136.9 |
 RR0814|---------------------------------------------------------------------|
 RR0814
 RR0814                          SUPERSEDED SURVEY CONTROL
 RR0814
 RR0814  NAD 83(1986)-  46 12 14.34272(N)    100 32 46.70275(W) AD(       ) 2
 RR0814  NAD 27      -  46 12 14.36700(N)    100 32 45.26600(W) AD(       ) 2
 RR0814
 RR0814.Superseded values are not recommended for survey control.
 RR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0814.See file dsdata.txt to determine how the superseded data were derived.
 RR0814
 RR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8070717874(NAD 83)
 RR0814_MARKER: Z = SEE DESCRIPTION
 RR0814_SETTING: 0 = UNSPECIFIED SETTING
 RR0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0814
 RR0814  HISTORY     - Date     Condition        Report By
 RR0814  HISTORY     - 1889     MONUMENTED       MORC
 RR0814
 RR0814                          STATION DESCRIPTION
 RR0814
 RR0814'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0814'LITTLE BEAVER IS ON LEFT BANK, ON EAST END OF A WELL-DEFINED
 RR0814'RIDGE, ABOUT 2 MILES FROM RIVER, AND THREE-FOURTHS OF A MILE
 RR0814'SOUTH FROM LITTLE BEAVER CREEK, 8 MILES BY RIVER ABOVE WINONA,
 RR0814'N. DAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0355 ***********************************************************************
 SN0355  DESIGNATION -  LITTLE BUTTE
 SN0355  PID         -  SN0355
 SN0355  STATE/COUNTY-  ND/MCHENRY
 SN0355  USGS QUAD   -  KONGSBERG NE (1958)
 SN0355
 SN0355                         *CURRENT SURVEY CONTROL
 SN0355  ___________________________________________________________________
 SN0355* NAD 83(1996)-  47 54 57.82546(N)    100 46 08.01406(W)     ADJUSTED  
 SN0355* NAVD 88     -       530.997  (meters)    1742.11   (feet)  ADJUSTED  
 SN0355  ___________________________________________________________________
 SN0355  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 SN0355  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SN0355  DYNAMIC HT  -         531.064 (meters)    1742.33  (feet)  COMP
 SN0355  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 SN0355
 SN0355  HORZ ORDER  -  SECOND
 SN0355  VERT ORDER  -  SECOND    CLASS 0
 SN0355
 SN0355.The horizontal coordinates were established by classical geodetic methods
 SN0355.and adjusted by the National Geodetic Survey in January 1998..
 SN0355
 SN0355.The orthometric height was determined by differential leveling
 SN0355.and adjusted by the National Geodetic Survey in June 1991..
 SN0355
 SN0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0355
 SN0355.The geoid height was determined by GEOID03.
 SN0355
 SN0355.The dynamic height is computed by dividing the NAVD 88
 SN0355.geopotential number by the normal gravity value computed on the
 SN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0355.degrees latitude (g = 980.6199 gals.).
 SN0355
 SN0355.The modeled gravity was interpolated from observed gravity values.
 SN0355
 SN0355;                    North         East     Units Scale Factor Converg.
 SN0355;SPC ND N     -   101,883.308   579,902.495   MT  0.99994016   -0 12 00.3
 SN0355;SPC ND N     -   334,262.82  1,902,567.24   iFT  0.99994016   -0 12 00.3
 SN0355;UTM  14      - 5,308,485.349   367,836.759   MT  0.99981463   -1 18 46.8
 SN0355
 SN0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0355!SPC ND N     -   0.99992012  x   0.99994016  =   0.99986028
 SN0355!UTM  14      -   0.99992012  x   0.99981463  =   0.99973476
 SN0355
 SN0355|---------------------------------------------------------------------|
 SN0355| PID    Reference Object                     Distance      Geod. Az  |
 SN0355|                                                           dddmmss.s |
 SN0355| SN0354 LITTLE BUTTE RM 1                     7.529 METERS 01538     |
 SN0355| CO5883 LITTLE BUTTE AZ MK                                 0604159.4 |
 SN0355| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      APPROX.11.0 KM 1760838.6 |
 SN0355| SN0356 LITTLE BUTTE RM 2                    10.842 METERS 27209     |
 SN0355| TF2063 VOLTAIRE CENTRAL ELEC S STACK       APPROX.14.7 KM 3244317.7 |
 SN0355| TF2064 VOLTAIRE CENTRAL ELEC N STACK       APPROX.14.7 KM 3244544.4 |
 SN0355|---------------------------------------------------------------------|
 SN0355
 SN0355                          SUPERSEDED SURVEY CONTROL
 SN0355
 SN0355  NAD 83(1986)-  47 54 57.82772(N)    100 46 08.01165(W) AD(       ) 2
 SN0355  NAD 27      -  47 54 57.80780(N)    100 46 06.48790(W) AD(       ) 2
 SN0355  NGVD 29 (??/??/92)  530.611  (m)         1740.85   (f) ADJ UNCH    2 0
 SN0355
 SN0355.Superseded values are not recommended for survey control.
 SN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0355.See file dsdata.txt to determine how the superseded data were derived.
 SN0355
 SN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU6783708485(NAD 83)
 SN0355_MARKER: DS = TRIANGULATION STATION DISK
 SN0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0355_STAMPING: LITTLE BUTTE 1962
 SN0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0355+STABILITY: SURFACE MOTION
 SN0355
 SN0355  HISTORY     - Date     Condition        Report By
 SN0355  HISTORY     - 1962     MONUMENTED       CGS
 SN0355  HISTORY     - 1962     GOOD             CGS
 SN0355
 SN0355                          STATION DESCRIPTION
 SN0355
 SN0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0355'THE STATION IS LOCATED 2-1/2 MILES WEST AND 6 MILES SOUTH OF
 SN0355'THE TOWN OF BERGEN, IN THE CENTER OF SEC. 10, T151N, R79W, ON
 SN0355'THE HIGHEST POINT IN THE GENERAL VICINITY.
 SN0355'
 SN0355'TO REACH FROM THE POST OFFICE IN BERGEN, GO NORTH FOR 0.2 MILE
 SN0355'TO U.S. HIGHWAY 52.  TURN LEFT AND FOLLOW U.S. HIGHWAY 52 NORTHWEST
 SN0355'FOR 0.8 MILE TO A CROSSROAD.  TURN LEFT AND FOLLOW THE GRAVELED
 SN0355'ROAD SOUTH FOR 5.9 MILES TO A T ROAD TO THE RIGHT.  TURN RIGHT,
 SN0355'WEST, AND GO FOR 1 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 SN0355'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  CONTINUE AHEAD,
 SN0355'WEST, FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT, SOUTH, SIDE OF
 SN0355'THE ROAD.  TURN LEFT AND FOLLOW THE DRIVEWAY SOUTH FOR 0.1
 SN0355'MILE, THENCE TURN LEFT, EAST, AND GO FOR 0.05 MILE PASSING ON THE
 SN0355'NORTH SIDE OF A SMALL GRANARY.  TURN RIGHT AND FOLLOW THE
 SN0355'TRACK ROAD SOUTH AND EAST FOR 0.2 MILE TO A WIRE GATE ON THE
 SN0355'RIGHT, SOUTH, SIDE OF THE ROAD.  PASS THROUGH THE GATE AND GO
 SN0355'SOUTH-WEST ACROSS COUNTRY FOR 0.1 MILE TO THE HIGHEST
 SN0355'POINT IN THE GENERAL VICINITY AND THE STATION.
 SN0355'
 SN0355'THE STATION MARK IS A STANDARD DISK STAMPED LITTLE BUTTE 1962
 SN0355'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0355'IS FLUSH WITH THE GROUND.  IT IS 6.8 FEET SOUTHWEST OF THE
 SN0355'WITNESS POST.
 SN0355'
 SN0355'REFERENCE MARK NO. 1, STAMPED LITTLE BUTTE NO 1 1962, IS A
 SN0355'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SN0355'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 20.4 FEET NORTH
 SN0355'OF THE WITNESS POST.
 SN0355'
 SN0355'REFERENCE MARK NO. 2, STAMPED LITTLE BUTTE NO 2 1962, IS A
 SN0355'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0355'WHICH IS FLUSH WITH THE GROUND.  IT IS 41.4 FEET WEST OF THE
 SN0355'WITNESS POST.
 SN0355'
 SN0355'THE AZIMUTH MARK WHICH IS STAMPED R.M. T151N R79W S11 56.8 1961
 SN0355'IS A BUREAU OF LAND MANAGEMENT CADASTRAL SURVEY DISK RIVITED TO
 SN0355'THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 4 INCHES.  IT IS 35
 SN0355'FEET EAST OF THE CENTER OF A ROAD, 45 FEET SOUTH OF THE CENTER OF
 SN0355'A ROAD, 1.4 FEET SOUTHWEST OF THE WITNESS POST AND 1 FOOT
 SN0355'NORTHEAST OF A POWER POLE.
 SN0355'
 SN0355'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 47.81 FEET AND 14.573
 SN0355'METERS.
 SN0355
 SN0355                          STATION RECOVERY (1962)
 SN0355
 SN0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0355'9 MI SW FROM BERGEN.
 SN0355'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0355'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE
 SN0355'WEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A DRIVE AND UP
 SN0355'THE SLOPE OF A HILL, ABOUT THE CENTER OF A HILL, 6.7 FEET WEST OF A
 SN0355'WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE HILL, A DISK IN THE TOP
 SN0355'OF A CONCRETE POST PROJECTING 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0354 ***********************************************************************
 SN0354  DESIGNATION -  LITTLE BUTTE RM 1
 SN0354  PID         -  SN0354
 SN0354  STATE/COUNTY-  ND/MCHENRY
 SN0354  USGS QUAD   -  KONGSBERG NE (1958)
 SN0354
 SN0354                         *CURRENT SURVEY CONTROL
 SN0354  ___________________________________________________________________
 SN0354* NAD 83(1986)-  47 54 57.     (N)    100 46 08.     (W)     SCALED    
 SN0354* NAVD 88     -       530.712  (meters)    1741.18   (feet)  ADJUSTED  
 SN0354  ___________________________________________________________________
 SN0354  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SN0354  DYNAMIC HT  -         530.779 (meters)    1741.40  (feet)  COMP
 SN0354  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 SN0354
 SN0354  VERT ORDER  -  SECOND    CLASS 0
 SN0354
 SN0354.The horizontal coordinates were scaled from a topographic map and have
 SN0354.an estimated accuracy of +/- 6 seconds.
 SN0354
 SN0354.The orthometric height was determined by differential leveling
 SN0354.and adjusted by the National Geodetic Survey in June 1991..
 SN0354
 SN0354.The geoid height was determined by GEOID03.
 SN0354
 SN0354.The dynamic height is computed by dividing the NAVD 88
 SN0354.geopotential number by the normal gravity value computed on the
 SN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0354.degrees latitude (g = 980.6199 gals.).
 SN0354
 SN0354.The modeled gravity was interpolated from observed gravity values.
 SN0354
 SN0354;                    North         East    Units  Estimated Accuracy
 SN0354;SPC ND N     -   101,860.      579,900.      MT  (+/- 180 meters Scaled)
 SN0354
 SN0354                          SUPERSEDED SURVEY CONTROL
 SN0354
 SN0354  NGVD 29 (??/??/92)  530.326  (m)         1739.91   (f) ADJ UNCH    2 0
 SN0354
 SN0354.Superseded values are not recommended for survey control.
 SN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0354.See file dsdata.txt to determine how the superseded data were derived.
 SN0354
 SN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU678084(NAD 83)
 SN0354_MARKER: DR = REFERENCE MARK DISK
 SN0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0354_STAMPING: LITTLE BUTTE RM 1 1962
 SN0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0354+STABILITY: SURFACE MOTION
 SN0354
 SN0354  HISTORY     - Date     Condition        Report By
 SN0354  HISTORY     - 1962     MONUMENTED       CGS
 SN0354
 SN0354                          STATION DESCRIPTION
 SN0354
 SN0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0354'9 MI SW FROM BERGEN.
 SN0354'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0354'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.7 MILE
 SN0354'WEST ALONG A GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A LANE AND UP
 SN0354'A HILL, AT THE HIGHEST POINT OF THE HILL, 24.7 FEET NORTHEAST OF THE
 SN0354'STATION MARK, 20.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1.5 FEET
 SN0354'LOWER THAN THE TOP OF THE HILL, ABOUT 2 INCHES UNDER THE GROUND, A
 SN0354'DISK IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0356 ***********************************************************************
 SN0356  DESIGNATION -  LITTLE BUTTE RM 2
 SN0356  PID         -  SN0356
 SN0356  STATE/COUNTY-  ND/MCHENRY
 SN0356  USGS QUAD   -  KONGSBERG NE (1958)
 SN0356
 SN0356                         *CURRENT SURVEY CONTROL
 SN0356  ___________________________________________________________________
 SN0356* NAD 83(1986)-  47 54 57.     (N)    100 46 08.     (W)     SCALED    
 SN0356* NAVD 88     -       529.658  (meters)    1737.72   (feet)  ADJUSTED  
 SN0356  ___________________________________________________________________
 SN0356  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 SN0356  DYNAMIC HT  -         529.724 (meters)    1737.94  (feet)  COMP
 SN0356  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 SN0356
 SN0356  VERT ORDER  -  SECOND    CLASS 0
 SN0356
 SN0356.The horizontal coordinates were scaled from a topographic map and have
 SN0356.an estimated accuracy of +/- 6 seconds.
 SN0356
 SN0356.The orthometric height was determined by differential leveling
 SN0356.and adjusted by the National Geodetic Survey in June 1991..
 SN0356
 SN0356.The geoid height was determined by GEOID03.
 SN0356
 SN0356.The dynamic height is computed by dividing the NAVD 88
 SN0356.geopotential number by the normal gravity value computed on the
 SN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0356.degrees latitude (g = 980.6199 gals.).
 SN0356
 SN0356.The modeled gravity was interpolated from observed gravity values.
 SN0356
 SN0356;                    North         East    Units  Estimated Accuracy
 SN0356;SPC ND N     -   101,860.      579,900.      MT  (+/- 180 meters Scaled)
 SN0356
 SN0356                          SUPERSEDED SURVEY CONTROL
 SN0356
 SN0356  NGVD 29 (??/??/92)  529.272  (m)         1736.45   (f) ADJ UNCH    2 0
 SN0356
 SN0356.Superseded values are not recommended for survey control.
 SN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0356.See file dsdata.txt to determine how the superseded data were derived.
 SN0356
 SN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU678084(NAD 83)
 SN0356_MARKER: DR = REFERENCE MARK DISK
 SN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0356_STAMPING: LITTLE BUTTE NO 2 1962
 SN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0356+STABILITY: SURFACE MOTION
 SN0356
 SN0356  HISTORY     - Date     Condition        Report By
 SN0356  HISTORY     - 1962     MONUMENTED       CGS
 SN0356
 SN0356                          STATION DESCRIPTION
 SN0356
 SN0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0356'9 MI SW FROM BERGEN.
 SN0356'ABOUT 1.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0356'STATION AT BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SN0356'0.4 MILE SOUTH ALONG A FARM DRIVE AND UP A HILL, AT THE HIGHEST POINT
 SN0356'ON THE HILL, ON THE WEST SLOPE OF THE HILL, 35.8 FEET WEST OF THE
 SN0356'STATION MARK, 6 FEET LOWER THAN THE TOP OF THE HILL, A DISK IN THE TOP
 SN0356'OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1341 ***********************************************************************
 SL1341  DESIGNATION -  LITTLE FORKS
 SL1341  PID         -  SL1341
 SL1341  STATE/COUNTY-  ND/STEELE
 SL1341  USGS QUAD   -  NORTHWOOD SE (1970)
 SL1341
 SL1341                         *CURRENT SURVEY CONTROL
 SL1341  ___________________________________________________________________
 SL1341* NAD 83(1996)-  47 33 22.17760(N)    097 30 19.04940(W)     ADJUSTED  
 SL1341* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 SL1341  ___________________________________________________________________
 SL1341  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 SL1341  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL1341
 SL1341  HORZ ORDER  -  FIRST
 SL1341
 SL1341.The horizontal coordinates were established by classical geodetic methods
 SL1341.and adjusted by the National Geodetic Survey in January 1998..
 SL1341
 SL1341.The orthometric height was scaled from a topographic map.
 SL1341
 SL1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1341
 SL1341.The geoid height was determined by GEOID03.
 SL1341
 SL1341;                    North         East     Units Scale Factor Converg.
 SL1341;SPC ND N     -    66,216.726   825,329.545   MT  0.99997812   +2 13 42.5
 SL1341;SPC ND N     -   217,246.48  2,707,774.10   iFT  0.99997812   +2 13 42.5
 SL1341;UTM  14      - 5,268,053.729   612,450.402   MT  0.99975539   +1 06 11.2
 SL1341
 SL1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1341!SPC ND N     -   0.99995310  x   0.99997812  =   0.99993122
 SL1341!UTM  14      -   0.99995310  x   0.99975539  =   0.99970850
 SL1341
 SL1341:                Primary Azimuth Mark                     Grid Az
 SL1341:SPC ND N     -  LITTLE FORKS AZ MK                       359 05 02.6
 SL1341:UTM  14      -  LITTLE FORKS AZ MK                       000 12 33.9
 SL1341
 SL1341|---------------------------------------------------------------------|
 SL1341| PID    Reference Object                     Distance      Geod. Az  |
 SL1341|                                                           dddmmss.s |
 SL1341| CO5884 LITTLE FORKS AZ MK                                 0011845.1 |
 SL1341| CO5885 LITTLE FORKS RM 1                    35.570 METERS 08111     |
 SL1341| SL1342 LITTLE FORKS CHURCH SPIRE            57.243 METERS 11030     |
 SL1341| CO5886 LITTLE FORKS RM 2                    31.780 METERS 17658     |
 SL1341|---------------------------------------------------------------------|
 SL1341
 SL1341                          SUPERSEDED SURVEY CONTROL
 SL1341
 SL1341  NAD 83(1986)-  47 33 22.17599(N)    097 30 19.04177(W) AD(       ) 1
 SL1341  NAD 27      -  47 33 22.22100(N)    097 30 17.71300(W) AD(       ) 1
 SL1341
 SL1341.Superseded values are not recommended for survey control.
 SL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1341.See file dsdata.txt to determine how the superseded data were derived.
 SL1341
 SL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1245068054(NAD 83)
 SL1341_MARKER: DS = TRIANGULATION STATION DISK
 SL1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1341
 SL1341  HISTORY     - Date     Condition        Report By
 SL1341  HISTORY     - 1941     MONUMENTED       CGS
 SL1341  HISTORY     - 20000808 GOOD             NDHD
 SL1341
 SL1341                          STATION DESCRIPTION
 SL1341
 SL1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1341'STATION IS LOCATED ABOUT 8-1/2 MILES WNW OF THE TOWN OF PORTLAND,
 SL1341'NEAR THE CENTER OF THE N EDGE OF SEC. 14, T. 147 N, R. 54 W,
 SL1341'ON THE GROUNDS OF THE LITTLE FORKS CHURCH, 104 FEET W OF THE
 SL1341'NW CORNER OF THE CHURCH, 45 FEET S OF THE CENTER LINE OF AN
 SL1341'E-W GRAVEL ROAD, AND 17.4 FEET SE OF A WHITE REFERENCE POST.
 SL1341'THE MARK IS STAMPED LITTLE FORKS 1941 AND SET FLUSH WITH THE
 SL1341'GROUND.
 SL1341'
 SL1341'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1341'BRONZE DISKS SET IN CONCRETE.
 SL1341'
 SL1341'REFERENCE MARK NO. 1 IS 74.6 FEET N OF THE NW CORNER OF THE
 SL1341'CHURCH, 26 FEET S OF THE CENTER LINE OF AN E-W GRAVEL ROAD,
 SL1341'AND 21 FEET W OF A 12-INCH TREE.  IT IS STAMPED LITTLE FORKS NO.
 SL1341'1 1941 AND PROJECTS ABOUT 6 INCHES.
 SL1341'
 SL1341'REFERENCE MARK NO. 2 IS 75 FEET W OF THE SW CORNER OF THE CHURCH
 SL1341'AND 2 FEET N OF THE NE CORNER OF A LONG RED SHED.  IT IS
 SL1341'STAMPED LITTLE FORKS NO. 2 1941 AND PROJECTS ABOUT 4 INCHES.
 SL1341'
 SL1341'THE AZIMUTH MARK IS 0.5 MILE N OF THE STATION NEAR A SMALL
 SL1341'WHITE SCHOOLHOUSE, 80 FEET E OF THE SE CORNER OF THE SCHOOLHOUSE,
 SL1341'26 FEET N OF THE CENTER OF A T-ROAD INTERSECTION, AND 2.6
 SL1341'FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED LITTLE FORKS
 SL1341'1941 AND PROJECTS ABOUT 6 INCHES.
 SL1341'
 SL1341'*TO REACH THE STATION FROM THE TOWN OF PORTLAND, GO W, N, AND
 SL1341'W ON OLD STATE HIGHWAY 7 FOR ABOUT 6 MILES TO THE JUNCTION
 SL1341'WITH STATE HIGHWAY 18, CONTINUE W ON OLD STATE HIGHWAY 7 FOR
 SL1341'2.25 MILES TO A GRAVEL CROSS ROAD, TURN RIGHT AND GO 2 MILES
 SL1341'TO A GRAVEL CROSS ROAD, TURN LEFT AND GO 0.5 MILE TO THE
 SL1341'STATION ON THE LEFT NEAR THE LITTLE FORKS CHURCH.
 SL1341'
 SL1341'*STATE HIGHWAY 7 WILL BE CHANGED IN THE NEAR FUTURE.
 SL1341'
 SL1341'ALL STATIONS OBSERVED FROM THIS STATION WERE VISIBLE AT 50
 SL1341'FEET.
 SL1341'
 SL1341'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 SL1341
 SL1341                          STATION RECOVERY (2000)
 SL1341
 SL1341'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL1341'STAMPED 'LITTLE FORKS 1941'
 SL1341'0.3 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1342 ***********************************************************************
 SL1342  DESIGNATION -  LITTLE FORKS CHURCH SPIRE
 SL1342  PID         -  SL1342
 SL1342  STATE/COUNTY-  ND/STEELE
 SL1342  USGS QUAD   -  NORTHWOOD SE (1970)
 SL1342
 SL1342                         *CURRENT SURVEY CONTROL
 SL1342  ___________________________________________________________________
 SL1342* NAD 83(1996)-  47 33 21.52836(N)    097 30 16.48481(W)     ADJUSTED  
 SL1342* NAVD 88     -                                                        
 SL1342  ___________________________________________________________________
 SL1342  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 SL1342  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL1342
 SL1342  HORZ ORDER  -  THIRD
 SL1342
 SL1342.The horizontal coordinates were established by classical geodetic methods
 SL1342.and adjusted by the National Geodetic Survey in January 1998..
 SL1342
 SL1342
 SL1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1342
 SL1342.The geoid height was determined by GEOID03.
 SL1342
 SL1342;                    North         East     Units Scale Factor Converg.
 SL1342;SPC ND N     -    66,198.776   825,383.899   MT  0.99997815   +2 13 44.4
 SL1342;SPC ND N     -   217,187.59  2,707,952.42   iFT  0.99997815   +2 13 44.4
 SL1342;UTM  14      - 5,268,034.719   612,504.382   MT  0.99975554   +1 06 13.1
 SL1342
 SL1342                          SUPERSEDED SURVEY CONTROL
 SL1342
 SL1342  NAD 83(1986)-  47 33 21.52676(N)    097 30 16.47722(W) AD(       ) 4
 SL1342  NAD 27      -  47 33 21.57100(N)    097 30 15.14200(W) AD(       ) 3
 SL1342
 SL1342.Superseded values are not recommended for survey control.
 SL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1342.See file dsdata.txt to determine how the superseded data were derived.
 SL1342
 SL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT1250468035(NAD 83)
 SL1342_MARKER: 90 = CHURCH SPIRE
 SL1342
 SL1342  HISTORY     - Date     Condition        Report By
 SL1342  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1342
 SL1342                          STATION DESCRIPTION
 SL1342
 SL1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1342'THIS INTERSECTION STATION IS LOCATED ABOUT 8 MILES SSW OF
 SL1342'HATTON NEAR THE CENTER OF THE N EDGE OF SEC. 14, T. 147 N,
 SL1342'R. 54 W.
 SL1342'
 SL1342'IT IS A WHITE FRAME BUILDING AND HAS A TALL GRAY SHINGLED
 SL1342'SPIRE ON WHICH THERE IS AN ORNAMENTAL FINIAL.  IT IS ABOUT
 SL1342'100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0856 ***********************************************************************
 RR0856  DESIGNATION -  LITTLE HART
 RR0856  PID         -  RR0856
 RR0856  STATE/COUNTY-  ND/MORTON
 RR0856  USGS QUAD   -  SCHMIDT (1976)
 RR0856
 RR0856                         *CURRENT SURVEY CONTROL
 RR0856  ___________________________________________________________________
 RR0856* NAD 83(1996)-  46 41 59.11786(N)    100 49 12.03813(W)     ADJUSTED  
 RR0856* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 RR0856  ___________________________________________________________________
 RR0856  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 RR0856  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0856
 RR0856  HORZ ORDER  -  SECOND
 RR0856
 RR0856.The horizontal coordinates were established by classical geodetic methods
 RR0856.and adjusted by the National Geodetic Survey in January 1998..
 RR0856
 RR0856.The orthometric height was scaled from a topographic map.
 RR0856
 RR0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0856
 RR0856.The geoid height was determined by GEOID03.
 RR0856
 RR0856;                    North         East     Units Scale Factor Converg.
 RR0856;SPC ND S     -   114,884.206   575,526.838   MT  0.99993861   -0 14 00.3
 RR0856;SPC ND S     -   376,916.69  1,888,211.41   iFT  0.99993861   -0 14 00.3
 RR0856;UTM  14      - 5,173,408.403   360,860.796   MT  0.99983796   -1 19 29.1
 RR0856
 RR0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0856!SPC ND S     -   0.99991018  x   0.99993861  =   0.99984880
 RR0856!UTM  14      -   0.99991018  x   0.99983796  =   0.99974816
 RR0856
 RR0856:                Primary Azimuth Mark                     Grid Az
 RR0856:SPC ND S     -  LINCOLN RESET                            343 17 16.5
 RR0856:UTM  14      -  LINCOLN RESET                            344 22 45.3
 RR0856
 RR0856|---------------------------------------------------------------------|
 RR0856| PID    Reference Object                     Distance      Geod. Az  |
 RR0856|                                                           dddmmss.s |
 RR0856| RR0867 LINCOLN RESET                       APPROX. 8.3 KM 3430316.2 |
 RR0856|---------------------------------------------------------------------|
 RR0856
 RR0856                          SUPERSEDED SURVEY CONTROL
 RR0856
 RR0856  NAD 83(1986)-  46 41 59.11011(N)    100 49 12.02107(W) AD(       ) 2
 RR0856  NAD 27      -  46 41 59.12900(N)    100 49 10.56400(W) AD(       ) 2
 RR0856
 RR0856.Superseded values are not recommended for survey control.
 RR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0856.See file dsdata.txt to determine how the superseded data were derived.
 RR0856
 RR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6086173408(NAD 83)
 RR0856_MARKER: Z = SEE DESCRIPTION
 RR0856_SETTING: 0 = UNSPECIFIED SETTING
 RR0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0856
 RR0856  HISTORY     - Date     Condition        Report By
 RR0856  HISTORY     - 1889     MONUMENTED       MORC
 RR0856
 RR0856                          STATION DESCRIPTION
 RR0856
 RR0856'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0856'LITTLE HART IS ON RIGHT BANK, THREE-FOURTHS OF A MILE FROM
 RR0856'RIVER, ABOUT ONE-HALF MILE WEST FROM RIVERSIDE RANCH, ON THE
 RR0856'EAST END OF THE MOST PROMINENT HILL IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0862 ***********************************************************************
 RR0862  DESIGNATION -  LITTLE HEART
 RR0862  PID         -  RR0862
 RR0862  STATE/COUNTY-  ND/MORTON
 RR0862  USGS QUAD   -  LYNWOOD (1980)
 RR0862
 RR0862                         *CURRENT SURVEY CONTROL
 RR0862  ___________________________________________________________________
 RR0862* NAD 83(1996)-  46 38 25.01307(N)    100 52 43.66410(W)     ADJUSTED  
 RR0862* NAVD 88     -       677.4    (meters)    2222.     (feet)  VERTCON   
 RR0862  ___________________________________________________________________
 RR0862  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 RR0862  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 RR0862
 RR0862  HORZ ORDER  -  FIRST
 RR0862
 RR0862.The horizontal coordinates were established by classical geodetic methods
 RR0862.and adjusted by the National Geodetic Survey in January 1998..
 RR0862
 RR0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0862
 RR0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0862
 RR0862.The geoid height was determined by GEOID03.
 RR0862
 RR0862;                    North         East     Units Scale Factor Converg.
 RR0862;SPC ND S     -   108,293.334   570,999.345   MT  0.99994158   -0 16 34.6
 RR0862;SPC ND S     -   355,293.09  1,873,357.43   iFT  0.99994158   -0 16 34.6
 RR0862;UTM  14      - 5,166,905.514   356,209.107   MT  0.99985414   -1 21 58.4
 RR0862
 RR0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0862!SPC ND S     -   0.99989715  x   0.99994158  =   0.99983874
 RR0862!UTM  14      -   0.99989715  x   0.99985414  =   0.99975131
 RR0862
 RR0862:                Primary Azimuth Mark                     Grid Az
 RR0862:SPC ND S     -  BISMARCK STATE CAPITOL BLDG TK           020 28 16.0
 RR0862:UTM  14      -  BISMARCK STATE CAPITOL BLDG TK           021 33 39.8
 RR0862
 RR0862|---------------------------------------------------------------------|
 RR0862| PID    Reference Object                     Distance      Geod. Az  |
 RR0862|                                                           dddmmss.s |
 RR0862| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX.21.5 KM 0201141.4 |
 RR0862| RR0872 BISMARCK PRESB CHURCH SPIRE         APPROX.20.6 KM 0201327.0 |
 RR0862| RR0876 BISMARK EVANGELICAL HOSPITAL STACK  APPROX.20.2 KM 0223045.6 |
 RR0862| CO5888 LITTLE HEART RM 1                    19.063 METERS 19254     |
 RR0862| CO5887 LITTLE HEART AZ MK                                 2704447.6 |
 RR0862| CO5889 LITTLE HEART RM 2                    16.828 METERS 27419     |
 RR0862|---------------------------------------------------------------------|
 RR0862
 RR0862                          SUPERSEDED SURVEY CONTROL
 RR0862
 RR0862  NAD 83(1986)-  46 38 25.00634(N)    100 52 43.64931(W) AD(       ) 1
 RR0862  NAD 27      -  46 38 25.02500(N)    100 52 42.17700(W) AD(       ) 1
 RR0862  NGVD 29 (07/19/86)  677.0    (m)         2221.     (f) VERT ANG       
 RR0862
 RR0862.Superseded values are not recommended for survey control.
 RR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0862.See file dsdata.txt to determine how the superseded data were derived.
 RR0862
 RR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5620966906(NAD 83)
 RR0862_MARKER: DS = TRIANGULATION STATION DISK
 RR0862_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RR0862_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RR0862
 RR0862  HISTORY     - Date     Condition        Report By
 RR0862  HISTORY     - 1934     MONUMENTED       CGS
 RR0862  HISTORY     - 1948     GOOD             CGS
 RR0862  HISTORY     - 1951     GOOD             CGS
 RR0862  HISTORY     - 1957     GOOD             CGS
 RR0862  HISTORY     - 1960     GOOD             USGS
 RR0862  HISTORY     - 1970     MARK NOT FOUND   USGS
 RR0862
 RR0862                          STATION DESCRIPTION
 RR0862
 RR0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0862'STATION IS 1-1/2 MILES NE OF ST. ANTHONY, AND 12 MILES S OF
 RR0862'MANDAN, ON TOP OF A PROMINENT BUTTE KNOWN AS LITTLE HEART
 RR0862'BUTTE.  IT IS IN SEC. 35, T 137 N, R 81 W.
 RR0862'
 RR0862'STATION MARK IS A STANDARD DISK SET IN CONCRETE AT THE CENTER
 RR0862'OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 RR0862'
 RR0862'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 RR0862'IN BOULDERS.
 RR0862'
 RR0862'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 RR0862'
 RR0862'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  REFERENCE MARK
 RR0862'NO. 2 IS W OF THE STATION.
 RR0862'
 RR0862'THE AZIMUTH MARK IS W OF THE STATION ON A LOW RISE 2 FEET S
 RR0862'OF AN EW FENCE (SECTION LINE).  THIS FENCE LINE IS FORMED
 RR0862'BY TWO PARALLEL FENCES ABOUT 6 FEET APART.  THE MEASUREMENT
 RR0862'WAS MADE FROM THE S FENCE.
 RR0862'
 RR0862'THE STATION MAY BE REACHED FROM MANDAN, BY DRIVING S ON STATE
 RR0862'HIGHWAY 6 FOR 13.9 MILES FROM THE VIADUCT OVER THE RAILROAD.
 RR0862'HERE LEAVE THE MAIN HIGHWAY AND TURN E TO THE RANCH OF ADAM
 RR0862'E. BENDER, 0.3 MILE.  AT THE RANCH GO THROUGH GATE AT THE W
 RR0862'END OF THE BARN AND THEN DRIVE E ON DIM TRACKS LEADING TO THE
 RR0862'BUTTE 0.8 MILE.  PASS THROUGH WIRE GATE JUST W OF THE BUTTE
 RR0862'AND CONTINUE ON TRACKS AROUND N SIDE OF BUTTE.  FROM N SIDE
 RR0862'TURN S TO BASE OF BUTTE, LEAVE TRUCK AND PACK UP BUTTE TO TOP
 RR0862'AND STATION.  THIS IS ABOUT A 10-MINUTE PACK.
 RR0862'
 RR0862'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RR0862
 RR0862                          STATION RECOVERY (1948)
 RR0862
 RR0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0862'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RR0862'TO BE IN GOOD CONDITION.  SLIGHT DISCREPANCIES WERE FOUND
 RR0862'IN THE MEASUREMENTS TO THE REFERENCE MARKS, AND THERE HAVE
 RR0862'BEEN SOME CHANGES IN THE ROADS, SO A COMPLETE NEW DESCRIPTION
 RR0862'FOLLOWS.
 RR0862'
 RR0862'STATION IS LOCATED ABOUT 1-1/2 MILE NORTHEAST OF ST. ANTHONY
 RR0862'AND 12 MILES SOUTH OF MANDAN, ON THE TOP OF A HILL LOCALLY
 RR0862'KNOWN AS LITTLE HEART BUTTE.  IT IS ON THE HIGHEST POINT OF
 RR0862'THE HILL, AND IS A STANDARD STATION MARK DISK SET IN CONCRETE
 RR0862'IN THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.  THE MARK
 RR0862'PROJECTS ABOUT 8 INCHES, AND THE DISK IS STAMPED LITTLE HEART 1934.
 RR0862'
 RR0862'REFERENCE MARK NO. 1 IS 62.77 FEET SOUTH-SOUTHWEST OF THE
 RR0862'STATION, AND IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE
 RR0862'IN A DRILL HOLE IN A BOULDER.  THE DISK IS STAMPED LITTLE
 RR0862'HEART NO 1 1934.
 RR0862'
 RR0862'REFERENCE MARK NO. 2 IS 55.45 FEET WEST OF THE STATION, AND
 RR0862'IS A STANDARD REFERENCE MARK DISK SET IN CONCRETE IN A DRILL
 RR0862'HOLE IN A BOULDER.  THE DISK IS STAMPED LITTLE HEART NO 2 1934.
 RR0862'
 RR0862'AZIMUTH MARK IS APPROXIMATELY 3/4 MILE WEST OF THE STATION
 RR0862'ON THE TOP OF A LOW RISE.  IT IS A STANDARD REFERENCE MARK
 RR0862'DISK SET IN THE TOP OF A CONCRETE POST.  THE MARK PROJECTS
 RR0862'ABOUT 8 INCHES, AND THE DISK IS STAMPED LITTLE HEART AZIMUTH
 RR0862'1934.
 RR0862'
 RR0862'TO REACH THE STATION FROM THE CROSSROADS AT STATE HIGHWAY 6,
 RR0862'0.4 MILE EAST OF ST. ANTHONY, GO NORTH ON STATE HIGHWAY 6
 RR0862'FOR 1.4 MILES TO A FARM ROAD RIGHT, TURN RIGHT, AND GO EAST
 RR0862'ON DIM TRACK ROAD FOR 0.2 MILE TO A WIRE GATE INTO PASTURE,
 RR0862'GO THROUGH GATE AND GO LEFT FOR 50 YARDS, THEN TURN RIGHT AND
 RR0862'FOLLOW DIM TRACK ROAD EAST AND NORTH FOR 0.55 MILE TO THE
 RR0862'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON TRACK ROAD FOR
 RR0862'0.25 MILE TO WIRE GATE AT FENCE CORNER, PASS THROUGH GATE AND
 RR0862'CONTINUE EAST AND NORTH FOR ABOUT 0.15 MILE TO END OF TRUCK
 RR0862'TRAVEL.  FROM HERE PACK SOUTHEAST FOR ABOUT 5 MINUTES TO THE
 RR0862'STATION ON HIGHEST POINT.
 RR0862'
 RR0862'ALL MARKS ARE LOCATED ON PROPERTY OWNED BY MR. I.C. IVERSON.
 RR0862
 RR0862                          STATION RECOVERY (1951)
 RR0862
 RR0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0862'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 RR0862'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.
 RR0862'
 RR0862'THE STATION MARK IS SET IN CONCRETE IN THE TOP OF 4-INCH
 RR0862'IRON PIPE THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED LITTLE
 RR0862'HEART 1934.
 RR0862'
 RR0862'REFERENCE MARK NO. 1 IS ON THE SOUTH RIM OF THE BUTTE AND
 RR0862'IS WEDGED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 RR0862'2 FEET.  THE DISK IS STAMPED LITTLE HEART NO 1 1934.
 RR0862'
 RR0862'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF THE BUTTE AND IS
 RR0862'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 RR0862'3 INCHES.  THE DISK IS STAMPED LITTLE HEART NO 2 1934.
 RR0862'
 RR0862'THE AZIMUTH MARK IS 8 FEET SOUTHEAST OF A BOULDER 8 FEET IN
 RR0862'DIAMETER, AND 2 FEET EAST OF A WITNESS POST.  THE MARK IS SET
 RR0862'IN A 12-INCH CONCRETE CYLINDER THAT PROJECTS 8 INCHES.  THE
 RR0862'DISK IS A STANDARD REFERENCE MARK DISK STAMPED LITTLE HEART
 RR0862'AZIMUTH 1934.
 RR0862
 RR0862                          STATION RECOVERY (1957)
 RR0862
 RR0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0862'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0862'CONDITION.  DUE TO SOME CHANGES IN FENCE LINES AND ROADS A
 RR0862'NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 RR0862'
 RR0862'TO REACH FROM THE CROSSROADS ON STATE HIGHWAY 6, ABOUT 0.4
 RR0862'MILE EAST OF ST. ANTHONY, GO EAST FOR 1.0 MILE TO A WIRE
 RR0862'GATE ON LEFT, TURN LEFT THROUGH GATE AND GO NORTH ON FIELD ROAD
 RR0862'FOR ABOUT 1.4 MILES TO BASE OF BUTTE.  STATION IS ON SUMMIT
 RR0862'OF PROMINENT BUTTE.
 RR0862
 RR0862                          STATION RECOVERY (1960)
 RR0862
 RR0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RR0862'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0862
 RR0862                          STATION RECOVERY (1970)
 RR0862
 RR0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JGL)
 RR0862'LOOKS LIKE SOMEONE SET OFF A DYNAMITE CHARGE AT PLACE DESCRIBED
 RR0862'FOR STATION AND REF. MK. 2.  LARGE HOLE HERE.  REF. MK 1 WAS
 RR0862'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0728 ***********************************************************************
 SO0728  DESIGNATION -  LITTLE MISSOURI
 SO0728  PID         -  SO0728
 SO0728  STATE/COUNTY-  ND/DUNN
 SO0728  USGS QUAD   -  HAY FLAT (1970)
 SO0728
 SO0728                         *CURRENT SURVEY CONTROL
 SO0728  ___________________________________________________________________
 SO0728* NAD 83(1996)-  47 37 24.07555(N)    102 18 33.07625(W)     ADJUSTED  
 SO0728* NAVD 88     -       605.     (meters)    1985.     (feet)  SCALED    
 SO0728  ___________________________________________________________________
 SO0728  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 SO0728  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0728
 SO0728  HORZ ORDER  -  SECOND
 SO0728
 SO0728.The horizontal coordinates were established by classical geodetic methods
 SO0728.and adjusted by the National Geodetic Survey in January 1998..
 SO0728
 SO0728.The orthometric height was scaled from a topographic map.
 SO0728
 SO0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0728
 SO0728.The geoid height was determined by GEOID03.
 SO0728
 SO0728;                    North         East     Units Scale Factor Converg.
 SO0728;SPC ND S     -   219,076.779   464,016.772   MT  1.00003077   -1 19 10.5
 SO0728;SPC ND S     -   718,755.84  1,522,364.74   iFT  1.00003077   -1 19 10.5
 SO0728;SPC ND N     -    70,902.323   464,025.790   MT  0.99996807   -1 20 46.6
 SO0728;SPC ND N     -   232,619.17  1,522,394.32   iFT  0.99996807   -1 20 46.6
 SO0728;UTM  13      - 5,277,947.260   702,172.420   MT  1.00010231   +1 59 18.4
 SO0728
 SO0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0728!SPC ND S     -   0.99990795  x   1.00003077  =   0.99993872
 SO0728!SPC ND N     -   0.99990795  x   0.99996807  =   0.99987602
 SO0728!UTM  13      -   0.99990795  x   1.00010231  =   1.00001025
 SO0728
 SO0728:                Primary Azimuth Mark                     Grid Az
 SO0728:SPC ND S     -  MISSION 2                                077 43 26.0
 SO0728:SPC ND N     -  MISSION 2                                077 45 02.1
 SO0728:UTM  13      -  MISSION 2                                074 24 57.1
 SO0728
 SO0728|---------------------------------------------------------------------|
 SO0728| PID    Reference Object                     Distance      Geod. Az  |
 SO0728|                                                           dddmmss.s |
 SO0728| SO0725 MISSION 2                           APPROX. 6.3 KM 0762415.5 |
 SO0728|---------------------------------------------------------------------|
 SO0728
 SO0728                          SUPERSEDED SURVEY CONTROL
 SO0728
 SO0728  NAD 83(1986)-  47 37 24.07219(N)    102 18 33.07235(W) AD(       ) 2
 SO0728  NAD 27      -  47 37 24.05800(N)    102 18 31.44000(W) AD(       ) 2
 SO0728
 SO0728.Superseded values are not recommended for survey control.
 SO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0728.See file dsdata.txt to determine how the superseded data were derived.
 SO0728
 SO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0217277947(NAD 83)
 SO0728_MARKER: DD = SURVEY DISK
 SO0728_SETTING: 0 = UNSPECIFIED SETTING
 SO0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0728
 SO0728  HISTORY     - Date     Condition        Report By
 SO0728  HISTORY     - 1889     MONUMENTED       MORC
 SO0728  HISTORY     - 1974     GOOD             LOCENG
 SO0728
 SO0728                          STATION DESCRIPTION
 SO0728
 SO0728'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0728'IS ON RIGHT BANK, ON LOW, ROLLING PRAIRIE, 1-1/2 MILES FROM
 SO0728'RIVER AND IMMEDIATELY ABOVE LITTLE MISSOURI RIVER.  A TRIANGULATION
 SO0728'STATION IS ABOUT 400 FEET NORTH OF BEND IN RIDGE ROAD.
 SO0728
 SO0728                          STATION RECOVERY (1974)
 SO0728
 SO0728'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GV)
 SO0728'U.S. MISSOURI RIVER COMM. RECOVERED GOOD.
 SO0728'
 SO0728'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 20 MILES SOUTH
 SO0728'EAST FROM MANDAREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0763 ***********************************************************************
 SO0763  DESIGNATION -  LITVIN
 SO0763  PID         -  SO0763
 SO0763  STATE/COUNTY-  ND/DUNN
 SO0763  USGS QUAD   -  KILLDEER (1974)
 SO0763
 SO0763                         *CURRENT SURVEY CONTROL
 SO0763  ___________________________________________________________________
 SO0763* NAD 83(1996)-  47 18 25.10119(N)    102 51 20.45167(W)     ADJUSTED  
 SO0763* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 SO0763  ___________________________________________________________________
 SO0763  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 SO0763  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 SO0763
 SO0763  HORZ ORDER  -  FIRST
 SO0763
 SO0763.The horizontal coordinates were established by classical geodetic methods
 SO0763.and adjusted by the National Geodetic Survey in January 1998..
 SO0763
 SO0763.The orthometric height was scaled from a topographic map.
 SO0763
 SO0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0763
 SO0763.The geoid height was determined by GEOID03.
 SO0763
 SO0763;                    North         East     Units Scale Factor Converg.
 SO0763;SPC ND S     -   185,006.250   421,897.140   MT  0.99996982   -1 43 05.5
 SO0763;SPC ND S     -   606,975.89  1,384,176.97   iFT  0.99996982   -1 43 05.5
 SO0763;UTM  13      - 5,241,507.547   662,084.026   MT  0.99992287   +1 34 35.1
 SO0763
 SO0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0763!SPC ND S     -   0.99988321  x   0.99996982  =   0.99985304
 SO0763!UTM  13      -   0.99988321  x   0.99992287  =   0.99980609
 SO0763
 SO0763:                Primary Azimuth Mark                     Grid Az
 SO0763:SPC ND S     -  KILLDEER MUNICIPAL TANK                  048 35 58.6
 SO0763:UTM  13      -  KILLDEER MUNICIPAL TANK                  045 18 18.0
 SO0763
 SO0763|---------------------------------------------------------------------|
 SO0763| PID    Reference Object                     Distance      Geod. Az  |
 SO0763|                                                           dddmmss.s |
 SO0763| SO0762 KILLDEER MUNICIPAL TANK             APPROX.10.6 KM 0465253.1 |
 SO0763| SO0757 DUNN CENTER OCCIDENT ELEVATOR       APPROX.18.3 KM 0742753.7 |
 SO0763| CQ8449 LITVIN RM 1                           9.569 METERS 09338     |
 SO0763| CQ8448 LITVIN AZ MK                                       0983155.6 |
 SO0763| SO0759 RENNVILLE LUTHERAN CH SPIRE         APPROX.25.9 KM 1060601.8 |
 SO0763| CQ8450 LITVIN RM 2                          14.350 METERS 29042     |
 SO0763|---------------------------------------------------------------------|
 SO0763
 SO0763                          SUPERSEDED SURVEY CONTROL
 SO0763
 SO0763  NAD 83(1986)-  47 18 25.09725(N)    102 51 20.44362(W) AD(       ) 1
 SO0763  NAD 27      -  47 18 25.03900(N)    102 51 18.77300(W) AD(       ) 1
 SO0763
 SO0763.Superseded values are not recommended for survey control.
 SO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0763.See file dsdata.txt to determine how the superseded data were derived.
 SO0763
 SO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN6208441508(NAD 83)
 SO0763_MARKER: DS = TRIANGULATION STATION DISK
 SO0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0763
 SO0763  HISTORY     - Date     Condition        Report By
 SO0763  HISTORY     - 1941     MONUMENTED       CGS
 SO0763  HISTORY     - 1981     GOOD             LOCENG
 SO0763
 SO0763                          STATION DESCRIPTION
 SO0763
 SO0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0763'STATION IS ABOUT 7 MILES SW OF KILLDEER, ON A KNOLL IN PASTURE
 SO0763'LAND, ABOUT 0.05 MILE N AND 0.15 MILE W OF THE CENTER OF SEC. 9,
 SO0763'T. 144 N, R. 96 W, ON PROPERTY OF MR. DAN LITVIN.  IT IS ABOUT
 SO0763'0.7 MILE W BY N OF THE FAYETTE NO. 2, DISTRICT NO. 22,
 SO0763'SCHOOLHOUSE, ON THE HIGHEST KNOLL IN THE VICINITY, 65 FEET S OF A
 SO0763'TRAIL ROAD RUNNING W FROM THE SCHOOLHOUSE, AND 8 FEET NE OF A
 SO0763'REFERENCE POST.  THE MARK IS STAMPED LITVIN 1941 AND
 SO0763'PROJECTS 4 INCHES.
 SO0763'
 SO0763'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SO0763'BRONZE DISKS SET IN CONCRETE.
 SO0763'
 SO0763'REFERENCE MARK NO. 1 IS AT ABOUT THE SAME LEVEL.  IT IS STAMPED
 SO0763'LITVIN NO. 1 1941 AND PROJECTS 4 INCHES.
 SO0763'
 SO0763'REFERENCE MARK NO. 2 IS AT ABOUT THE SAME LEVEL.  IT IS STAMPED
 SO0763'LITVIN NO. 2 1941.
 SO0763'
 SO0763'THE AZIMUTH MARK IS AT THE SCHOOLHOUSE REFERRED TO ABOVE,
 SO0763'59 FEET ESE OF THE SE CORNER, IN THE W RIGHT-OF-WAY FENCE LINE, 43
 SO0763'FEET W OF THE CENTER LINE OF A SECTION LINE ROAD AND 5 FEET
 SO0763'N OF A REFERENCE POST.
 SO0763'
 SO0763'TO REACH STATION FROM THE S JUNCTION OF STATE HIGHWAYS 22 AND
 SO0763'25 S OF KILLDEER, GO S ON STATE HIGHWAY 22 FOR 3.0 MILES TO A
 SO0763'CROSS ROAD WITH A SCHOOLHOUSE IN THE SE CORNER, TURN RIGHT (W)
 SO0763'ON GRAVELED ROAD AND GO 4.0 MILES TO A CROSS ROAD, TURN LEFT
 SO0763'(S) ON DIRT ROAD AND GO 0.55 MILE TO A SCHOOLHOUSE AND AZIMUTH
 SO0763'MARK ON THE RIGHT, GO W THROUGH A WIRE GATE AT THE SE CORNER
 SO0763'OF THE SCHOOLHOUSE YARD AND FOLLOW A TRUCK ROAD ACROSS PASTURE
 SO0763'A LITTLE N OF W FOR 0.75 MILE TO THE STATION ON KNOLL TO LEFT.
 SO0763'
 SO0763'4-FOOT STANDS AT KNIFE, KILLDEER, NORTH, ECKELBERG AND STRAY ARE
 SO0763'VISIBLE FROM THE GROUND.
 SO0763
 SO0763                          STATION RECOVERY (1981)
 SO0763
 SO0763'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (WDP)
 SO0763'LITVIN STA RECOVERED GOOD.
 SO0763'
 SO0763'2 REFERENCE MARKS RECOVERED GOOD.
 SO0763'
 SO0763'AZIMUTH MARK RECOVERED GOOD.
 SO0763'
 SO0763'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI SW OF KILLDEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0805 ***********************************************************************
 RP0805  DESIGNATION -  LIVERY
 RP0805  PID         -  RP0805
 RP0805  STATE/COUNTY-  ND/SARGENT
 RP0805  USGS QUAD   -  GENESEO (1958)
 RP0805
 RP0805                         *CURRENT SURVEY CONTROL
 RP0805  ___________________________________________________________________
 RP0805* NAD 83(1996)-  46 02 41.58681(N)    097 18 18.65034(W)     ADJUSTED  
 RP0805* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 RP0805  ___________________________________________________________________
 RP0805  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 RP0805  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 RP0805
 RP0805  HORZ ORDER  -  FIRST
 RP0805
 RP0805.The horizontal coordinates were established by classical geodetic methods
 RP0805.and adjusted by the National Geodetic Survey in January 1998..
 RP0805
 RP0805.The orthometric height was scaled from a topographic map.
 RP0805
 RP0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0805
 RP0805.The geoid height was determined by GEOID03.
 RP0805
 RP0805;                    North         East     Units Scale Factor Converg.
 RP0805;SPC ND S     -    47,069.858   847,220.331   MT  1.00003009   +2 19 48.9
 RP0805;SPC ND S     -   154,428.67  2,779,594.26   iFT  1.00003009   +2 19 48.9
 RP0805;SPC SD N     -   249,243.290   808,560.969   MT  1.00008990   +1 54 26.0
 RP0805;SPC SD N     -   817,725.69  2,652,753.78   sFT  1.00008990   +1 54 26.0
 RP0805;UTM  14      - 5,100,430.897   631,126.958   MT  0.99981137   +1 13 12.9
 RP0805
 RP0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0805!SPC ND S     -   0.99994570  x   1.00003009  =   0.99997579
 RP0805!SPC SD N     -   0.99994570  x   1.00008990  =   1.00003559
 RP0805!UTM  14      -   0.99994570  x   0.99981137  =   0.99975708
 RP0805
 RP0805:                Primary Azimuth Mark                     Grid Az
 RP0805:SPC ND S     -  GENESEO ST MARTINS CATHOLIC CH           027 35 58.1
 RP0805:SPC SD N     -  GENESEO ST MARTINS CATHOLIC CH           028 01 21.0
 RP0805:UTM  14      -  GENESEO ST MARTINS CATHOLIC CH           028 42 34.1
 RP0805
 RP0805|---------------------------------------------------------------------|
 RP0805| PID    Reference Object                     Distance      Geod. Az  |
 RP0805|                                                           dddmmss.s |
 RP0805| RP0804 GENESEO ST MARTINS CATHOLIC CH      APPROX. 3.8 KM 0295547.0 |
 RP0805| RP0800 LIDGERWOOD MUNICIPAL TANK           APPROX.12.3 KM 0735918.0 |
 RP0805| RP0798 LIDGERWOOD GERMAN LUTH CH           APPROX.12.6 KM 0742006.9 |
 RP0805| RP0797 LIDGERWOOD ST JOHN BOHEMIAN CH      APPROX.12.8 KM 0743628.9 |
 RP0805| RP0796 EVANGELICAL LUTH CH S RETTERTH      APPROX.15.3 KM 1055655.8 |
 RP0805| QQ0374 BERGEN ROMAN CATH CH SPIRE          APPROX.10.6 KM 1561007.9 |
 RP0805| CO5890 LIVERY AZ MK                                       1624842.9 |
 RP0805| CO5891 LIVERY RM 1                          36.164 METERS 18131     |
 RP0805| RP0829 TRINITY CHURCH SPIRE                APPROX.24.1 KM 2681029.6 |
 RP0805| RP0831 RUTLAND NORWEGIAN LUTHERAN CH       APPROX.15.5 KM 2724659.6 |
 RP0805| CO5892 LIVERY RM 2                          24.396 METERS 28015     |
 RP0805| RP0807 CAYUGA ST PETER ST PAULS CH         APPROX. 7.1 KM 2970241.1 |
 RP0805|---------------------------------------------------------------------|
 RP0805
 RP0805                          SUPERSEDED SURVEY CONTROL
 RP0805
 RP0805  NAD 83(1986)-  46 02 41.58480(N)    097 18 18.64311(W) AD(       ) 1
 RP0805  NAD 27      -  46 02 41.72500(N)    097 18 17.30700(W) AD(       ) 1
 RP0805
 RP0805.Superseded values are not recommended for survey control.
 RP0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0805.See file dsdata.txt to determine how the superseded data were derived.
 RP0805
 RP0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3112700431(NAD 83)
 RP0805_MARKER: DS = TRIANGULATION STATION DISK
 RP0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0805
 RP0805  HISTORY     - Date     Condition        Report By
 RP0805  HISTORY     - 1934     MONUMENTED       CGS
 RP0805  HISTORY     - 1962     GOOD             USGS
 RP0805
 RP0805                          STATION DESCRIPTION
 RP0805
 RP0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0805'STATION IS LOCATED ABOUT 3-1/4 MILES SW OF GENESEO AND 5-3/4
 RP0805'MILES SE OF CAYUGA, IN THE NE 1/4 SEC. 27, T 130 N, R 53 W.
 RP0805'MARK IS ON A PROMINENT HILL IN UNCULTIVATED LAND ABOUT 0.2
 RP0805'MILE W OF THE SECTION-LINE ROAD AND ABOUT 0.35 MILE S OF
 RP0805'THE N LINE OF THE ABOVE 1/4 SECTION.
 RP0805'
 RP0805'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RP0805'BRONZE DISKS SET IN CONCRETE.
 RP0805'
 RP0805'REFERENCE MARK NO. 1 IS S OF STATION 118.65 FEET, 36.164
 RP0805'METERS.
 RP0805'
 RP0805'REFERENCE MARK NO. 2 IS W OF STATION 80.04 FEET, 24.396
 RP0805'METERS.
 RP0805'
 RP0805'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF STATION ON W SIDE
 RP0805'OF ROAD IN SE FENCE CORNER.
 RP0805'
 RP0805'TO REACH FROM GENESEO GO S 1.4 MILES THEN W 1.0 MILE THEN
 RP0805'S 0.35 MILE THEN W 0.2 MILE TO TOP OF HILL AND STATION.
 RP0805'
 RP0805'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 RP0805
 RP0805                          STATION RECOVERY (1962)
 RP0805
 RP0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 RP0805'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0603 ***********************************************************************
 RQ0603  DESIGNATION -  LOAM
 RQ0603  PID         -  RQ0603
 RQ0603  STATE/COUNTY-  ND/LA MOURE
 RQ0603  USGS QUAD   -  LITCHVILLE SE (1970)
 RQ0603
 RQ0603                         *CURRENT SURVEY CONTROL
 RQ0603  ___________________________________________________________________
 RQ0603* NAD 83(1996)-  46 30 57.75352(N)    098 04 34.04456(W)     ADJUSTED  
 RQ0603* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 RQ0603  ___________________________________________________________________
 RQ0603  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 RQ0603  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 RQ0603
 RQ0603  HORZ ORDER  -  THIRD
 RQ0603
 RQ0603.The horizontal coordinates were established by classical geodetic methods
 RQ0603.and adjusted by the National Geodetic Survey in January 1998..
 RQ0603
 RQ0603.The orthometric height was scaled from a topographic map.
 RQ0603
 RQ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0603
 RQ0603.The geoid height was determined by GEOID03.
 RQ0603
 RQ0603;                    North         East     Units Scale Factor Converg.
 RQ0603;SPC ND S     -    97,282.845   785,969.730   MT  0.99995123   +1 46 04.6
 RQ0603;SPC ND S     -   319,169.44  2,578,640.85   iFT  0.99995123   +1 46 04.6
 RQ0603;UTM  14      - 5,151,800.558   570,869.778   MT  0.99966174   +0 40 13.3
 RQ0603
 RQ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0603!SPC ND S     -   0.99993678  x   0.99995123  =   0.99988801
 RQ0603!UTM  14      -   0.99993678  x   0.99966174  =   0.99959854
 RQ0603
 RQ0603:                Primary Azimuth Mark                     Grid Az
 RQ0603:SPC ND S     -  LOAM AZ MK                               174 38 22.3
 RQ0603:UTM  14      -  LOAM AZ MK                               175 44 13.6
 RQ0603
 RQ0603|---------------------------------------------------------------------|
 RQ0603| PID    Reference Object                     Distance      Geod. Az  |
 RQ0603|                                                           dddmmss.s |
 RQ0603| CO5893 LOAM AZ MK                                         1762426.9 |
 RQ0603| CO5895 LOAM RM 2                            16.066 METERS 26309     |
 RQ0603| RQ0602 NORTH LA MOURE LUTH CH VANE         APPROX. 6.4 KM 3511549.7 |
 RQ0603| CO5894 LOAM RM 1                            12.147 METERS 35947     |
 RQ0603|---------------------------------------------------------------------|
 RQ0603
 RQ0603                          SUPERSEDED SURVEY CONTROL
 RQ0603
 RQ0603  NAD 83(1986)-  46 30 57.75766(N)    098 04 34.03687(W) AD(       ) 3
 RQ0603  NAD 27      -  46 30 57.85900(N)    098 04 32.66500(W) AD(       ) 3
 RQ0603
 RQ0603.Superseded values are not recommended for survey control.
 RQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0603.See file dsdata.txt to determine how the superseded data were derived.
 RQ0603
 RQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7087051801(NAD 83)
 RQ0603_MARKER: DS = TRIANGULATION STATION DISK
 RQ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0603
 RQ0603  HISTORY     - Date     Condition        Report By
 RQ0603  HISTORY     - 1954     MONUMENTED       CGS
 RQ0603
 RQ0603                          STATION DESCRIPTION
 RQ0603
 RQ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0603'THE STATION IS ABOUT 8 MILES SOUTH OF THE JUNCTION OF STATE
 RQ0603'HIGHWAYS 1 AND 46, 7 MILES WEST AND 1/2 MILE SOUTH OF FT.
 RQ0603'RANSOM, 5 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 1
 RQ0603'AND 27 AND ON THE PROPERTY OF MR. WALTER ELLISON.
 RQ0603'
 RQ0603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13
 RQ0603'IN THE NORTHWEST EDGE OF VERONA, GO NORTH ON STATE HIGHWAY 1
 RQ0603'FOR 5.2 MILES TO THE JUNCTION OF STATE HIGHWAYS 1 AND 27, CONTINUE
 RQ0603'NORTH ON STATE HIGHWAY 1 FOR 4.6 MILES TO THE AZIMUTH MARK ON
 RQ0603'THE RIGHT, 2 FEET WEST OF THE SECOND POWER POLE NORTH OF THE
 RQ0603'QUARTER-SECTION LINE.  CONTINUE NORTH ON STATE HIGHWAY 1 FOR
 RQ0603'0.4 MILE TO A SIGN ON THE RIGHT READING FT. RANSOM, CONTINUE
 RQ0603'NORTH 0.1 MILE TO MR. WALTER ELLISONS MAIL BOX AND PRIVATE
 RQ0603'DRIVEWAY ON THE LEFT AND THE STATION ON THE LEFT.
 RQ0603'
 RQ0603'THE STATION MARK, STAMPED LOAM 1954, IS A STANDARD DISK SET IN
 RQ0603'A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 123 FEET
 RQ0603'EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 103.5 FEET WEST OF THE
 RQ0603'CENTER LINE OF STATE HIGHWAY 1, 52 FEET SOUTH OF A POWER POLE,
 RQ0603'13 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 3 FEET WEST OF
 RQ0603'A WITNESS POST.
 RQ0603'
 RQ0603'REFERENCE MARK NO. 1, STAMPED LOAM NO 1 1954, IS A STANDARD
 RQ0603'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RQ0603'IT IS 103 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 1 AND
 RQ0603'12 FEET SOUTH OF THE POWER POLE.
 RQ0603'
 RQ0603'REFERENCE MARK NO. 2, STAMPED LOAM NO 2 1954, IS A STANDARD
 RQ0603'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 RQ0603'IT IS 78.5 FEET SOUTHWEST OF THE POWER POLE, 71.1 FEET EAST OF
 RQ0603'THE SOUTHEAST CORNER OF THE HOUSE AND 10 FEET NORTH OF THE
 RQ0603'CENTER OF THE DRIVEWAY.
 RQ0603'
 RQ0603'THE AZIMUTH MARK, STAMPED LOAM 1954, IS A STANDARD DISK SET IN
 RQ0603'A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 76 FEET
 RQ0603'EAST OF THE CENTER LINE OF STATE HIGHWAY 1, 2 FEET WEST OF THE
 RQ0603'SECOND POWER POLE NORTH OF THE QUARTER-SECTION LINE, AND 2 FEET
 RQ0603'NORTH OF A WITNESS POST.
 RQ0603'
 RQ0603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1554 ***********************************************************************
 SL1554  DESIGNATION -  LOCKHART ND
 SL1554  PID         -  SL1554
 SL1554  STATE/COUNTY-  ND/TRAILL
 SL1554  USGS QUAD   -  HALSTAD SW (1963)
 SL1554
 SL1554                         *CURRENT SURVEY CONTROL
 SL1554  ___________________________________________________________________
 SL1554* NAD 83(1996)-  47 16 03.47089(N)    096 57 15.87629(W)     ADJUSTED  
 SL1554* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 SL1554  ___________________________________________________________________
 SL1554  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 SL1554  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 SL1554
 SL1554  HORZ ORDER  -  SECOND
 SL1554
 SL1554.The horizontal coordinates were established by classical geodetic methods
 SL1554.and adjusted by the National Geodetic Survey in January 1998..
 SL1554
 SL1554.The orthometric height was scaled from a topographic map.
 SL1554
 SL1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1554
 SL1554.The geoid height was determined by GEOID03.
 SL1554
 SL1554;                    North         East     Units Scale Factor Converg.
 SL1554;SPC ND N     -    35,932.496   868,228.903   MT  1.00003669   +2 38 18.2
 SL1554;SPC ND N     -   117,888.77  2,848,520.02   iFT  1.00003669   +2 38 18.2
 SL1554;SPC ND S     -   184,015.872   868,213.233   MT  0.99996439   +2 35 09.9
 SL1554;SPC ND S     -   603,726.61  2,848,468.61   iFT  0.99996439   +2 35 09.9
 SL1554;SPC MN N     -   192,610.740   508,451.010   MT  0.99995159   -2 51 25.1
 SL1554;UTM  14      - 5,236,935.002   654,736.323   MT  0.99989426   +1 30 10.2
 SL1554
 SL1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1554!SPC ND N     -   0.99996192  x   1.00003669  =   0.99999861
 SL1554!SPC ND S     -   0.99996192  x   0.99996439  =   0.99992631
 SL1554!SPC MN N     -   0.99996192  x   0.99995159  =   0.99991351
 SL1554!UTM  14      -   0.99996192  x   0.99989426  =   0.99985618
 SL1554
 SL1554|---------------------------------------------------------------------|
 SL1554| PID    Reference Object                     Distance      Geod. Az  |
 SL1554|                                                           dddmmss.s |
 SL1554| CP4214 LOCKHART ND RM 1                     24.381 METERS 09014     |
 SL1554| CP4215 LOCKHART ND RM 2                     45.132 METERS 18025     |
 SL1554| SL1305 GRANDIN FARMERS GRAIN CO ELEV       APPROX. 4.9 KM 2265625.4 |
 SL1554| CP4213 LOCKHART ND AZ MK                                  2702834.5 |
 SL1554|---------------------------------------------------------------------|
 SL1554
 SL1554                          SUPERSEDED SURVEY CONTROL
 SL1554
 SL1554  NAD 83(1986)-  47 16 03.46992(N)    096 57 15.86818(W) AD(       ) 2
 SL1554  NAD 27      -  47 16 03.55600(N)    096 57 14.57000(W) AD(       ) 2
 SL1554
 SL1554.Superseded values are not recommended for survey control.
 SL1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1554.See file dsdata.txt to determine how the superseded data were derived.
 SL1554
 SL1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT5473636935(NAD 83)
 SL1554_MARKER: DS = TRIANGULATION STATION DISK
 SL1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1554
 SL1554  HISTORY     - Date     Condition        Report By
 SL1554  HISTORY     - 1954     MONUMENTED       CGS
 SL1554  HISTORY     - 1962     GOOD             USGS
 SL1554  HISTORY     - 1963     GOOD             CGS
 SL1554
 SL1554                          STATION DESCRIPTION
 SL1554
 SL1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1554'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTH SIDE OF SEC.
 SL1554'25, T.144 N., R.50 W., ABOUT 5.0 MILES, AIRLINE, SOUTHEAST OF
 SL1554'KELSO, ABOUT 3.0 MILES NORTHEAST OF GRANDIN, NEAR THE EAST BANK
 SL1554'OF THE ELM RIVER ON THE PROPERTY OF L.B. LOCKHART.
 SL1554'
 SL1554'TO REACH FROM THE T-INTERSECTION AT THE EAST EDGE OF GRANDIN--GO
 SL1554'NORTH ON U.S. HIGHWAY 81 FOR 2.3 MILES TO CROSSROADS, TURN
 SL1554'RIGHT AND GO EAST FOR 2.8 MILES TO A FARM DRIVEWAY JUST
 SL1554'AFTER CROSSING A STEEL BRIDGE AND STATION ON RIGHT.
 SL1554'
 SL1554'THE STATION MARK, 96 FEET SOUTH OF THE CENTER OF A COUNTY
 SL1554'ROAD AND 47 FEET NORTH OF A WHITE WITNESS POST AT THE NORTHWEST
 SL1554'CORNER OF A RED BARN, IS LEVEL WITH THE GROUND SURFACE, AND
 SL1554'THE DISK IS STAMPED LOCKHART 1954.
 SL1554'
 SL1554'REFERENCE MARK NO. 1, EAST OF THE STATION, PROJECTS 4 INCHES
 SL1554'AND THE DISK IS STAMPED LOCKHART NO 1 1954.
 SL1554'
 SL1554'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 2 FEET WEST
 SL1554'OF A FARM POWER POLE AND IS LEVEL WITH THE GROUND SURFACE.
 SL1554'THE DISK IS STAMPED LOCKHART NO 2 1954.
 SL1554'
 SL1554'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILES WEST, IS 78 FEET
 SL1554'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, AND PROJECTS
 SL1554'5 INCHES.  THE DISK IS STAMPED LOCKHART 1954.
 SL1554'
 SL1554'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 SL1554
 SL1554                          STATION RECOVERY (1962)
 SL1554
 SL1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SL1554'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SL1554
 SL1554                          STATION RECOVERY (1963)
 SL1554
 SL1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL1554'STATION RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION AND ALL
 SL1554'MARKS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2241 ***********************************************************************
 TF2241  DESIGNATION -  LOCKWOOD
 TF2241  PID         -  TF2241
 TF2241  STATE/COUNTY-  ND/RENVILLE
 TF2241  USGS QUAD   -  GRANO (1949)
 TF2241
 TF2241                         *CURRENT SURVEY CONTROL
 TF2241  ___________________________________________________________________
 TF2241* NAD 83(1996)-  48 33 38.81731(N)    101 31 40.36084(W)     ADJUSTED  
 TF2241* NAVD 88     -       522.     (meters)    1713.     (feet)  SCALED    
 TF2241  ___________________________________________________________________
 TF2241  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 TF2241  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 TF2241
 TF2241  HORZ ORDER  -  SECOND
 TF2241
 TF2241.The horizontal coordinates were established by classical geodetic methods
 TF2241.and adjusted by the National Geodetic Survey in January 1998..
 TF2241
 TF2241.The orthometric height was scaled from a topographic map.
 TF2241
 TF2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2241
 TF2241.The geoid height was determined by GEOID03.
 TF2241
 TF2241;                    North         East     Units Scale Factor Converg.
 TF2241;SPC ND N     -   174,040.261   524,133.725   MT  0.99997036   -0 45 53.6
 TF2241;SPC ND N     -   570,998.23  1,719,598.84   iFT  0.99997036   -0 45 53.6
 TF2241;UTM  14      - 5,381,717.236   313,491.777   MT  1.00002739   -1 53 44.1
 TF2241
 TF2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2241!SPC ND N     -   0.99992134  x   0.99997036  =   0.99989170
 TF2241!UTM  14      -   0.99992134  x   1.00002739  =   0.99994872
 TF2241
 TF2241:                Primary Azimuth Mark                     Grid Az
 TF2241:SPC ND N     -  LANSFORD MUNICIPAL TANK                  056 57 27.9
 TF2241:UTM  14      -  LANSFORD MUNICIPAL TANK                  058 05 18.4
 TF2241
 TF2241|---------------------------------------------------------------------|
 TF2241| PID    Reference Object                     Distance      Geod. Az  |
 TF2241|                                                           dddmmss.s |
 TF2241| TF2117 LANSFORD MUNICIPAL TANK             APPROX.13.5 KM 0561134.3 |
 TF2241| CQ8456 LOCKWOOD RM 2                        28.088 METERS 26344     |
 TF2241| CQ8454 LOCKWOOD AZ MK                                     2695134.6 |
 TF2241| TF2244 GREENE SOURIS R TEL MICRO MST       APPROX.17.2 KM 3264923.9 |
 TF2241| CQ8455 LOCKWOOD RM 1                        22.099 METERS 35610     |
 TF2241|---------------------------------------------------------------------|
 TF2241
 TF2241                          SUPERSEDED SURVEY CONTROL
 TF2241
 TF2241  NAD 83(1986)-  48 33 38.81545(N)    101 31 40.35739(W) AD(       ) 2
 TF2241  NAD 27      -  48 33 38.74600(N)    101 31 38.77780(W) AD(       ) 2
 TF2241
 TF2241.Superseded values are not recommended for survey control.
 TF2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2241.See file dsdata.txt to determine how the superseded data were derived.
 TF2241
 TF2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU1349281717(NAD 83)
 TF2241_MARKER: DS = TRIANGULATION STATION DISK
 TF2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2241
 TF2241  HISTORY     - Date     Condition        Report By
 TF2241  HISTORY     - 1963     MONUMENTED       CGS
 TF2241
 TF2241                          STATION DESCRIPTION
 TF2241
 TF2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2241'THE STATION IS LOCATED ABOUT 14 MILES SOUTH AND 1 MILE WEST
 TF2241'OF MOHALL, 7 MILES WEST AND 5 MILES SOUTH OF LANSFORD, NEAR
 TF2241'THE SOUTH CENTER OF SECTION 28, T. 159 N., R. 84 W., AND AT
 TF2241'THE SOUTH EDGE OF A CULTIVATED FIELD OWNED BY MR. JAMES FUCHS.
 TF2241'
 TF2241'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST
 TF2241'ON STATE HIGHWAY 5 FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND
 TF2241'FOLLOW COUNTY ROUTE 9 SOUTH FOR 10.0 MILES TO THE JUNCTION
 TF2241'OF COUNTY ROUTE 9 AND COUNTY ROUTE 16.  CONTINUE AHEAD, SOUTH,
 TF2241'ON COUNTY ROUTE 9 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT,
 TF2241'WEST, FOR 0.5 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE
 TF2241'OF THE ROAD.
 TF2241'
 TF2241'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE GRAVELED
 TF2241'ROAD WEST FOR 0.4 MILE TO THE MARK ON THE RIGHT, NORTH, SIDE
 TF2241'OF THE ROAD.
 TF2241'
 TF2241'THE STATION MARK, STAMPED LOCKWOOD 1963, IS A STANDARD DISK
 TF2241'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 TF2241'WITH THE GROUND.  IT IS 66 FEET NORTH OF THE CENTER OF THE
 TF2241'ROAD, 25 FEET WEST OF THE CENTER OF A FIELD ENTRANCE ROAD, AND
 TF2241'15.4 FEET NORTH-NORTHEAST OF A WITNESS POST.
 TF2241'
 TF2241'REFERENCE MARK NO. 1, STAMPED LOCKWOOD NO 1 1963, IS A STANDARD
 TF2241'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 TF2241'FLUSH WITH THE GROUND.  IT IS 86.9 FEET NORTH-NORTHEAST OF THE
 TF2241'WITNESS POST.
 TF2241'
 TF2241'REFERENCE MARK NO. 2, STAMPED LOCKWOOD NO 2 1963, IS A STANDARD
 TF2241'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS
 TF2241'FLUSH WITH THE GROUND.  IT IS 86.4 FEET WEST-NORTHWEST OF THE
 TF2241'WITNESS POST AND 57 FEET NORTH OF THE CENTER OF THE ROAD.
 TF2241'
 TF2241'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 119.74 FEET OR
 TF2241'36.496 METERS.
 TF2241'
 TF2241'THE AZIMUTH MARK, STAMPED LOCKWOOD 1963, IS A STANDARD DISK SET
 TF2241'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 TF2241'WITH THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER OF THE ROAD
 TF2241'AND 1.4 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1998 ***********************************************************************
 TE1998  DESIGNATION -  LOEN
 TE1998  PID         -  TE1998
 TE1998  STATE/COUNTY-  ND/BENSON
 TE1998  USGS QUAD   -  BRINSMADE (1978)
 TE1998
 TE1998                         *CURRENT SURVEY CONTROL
 TE1998  ___________________________________________________________________
 TE1998* NAD 83(1996)-  48 11 27.42120(N)    099 21 46.40824(W)     ADJUSTED  
 TE1998* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 TE1998  ___________________________________________________________________
 TE1998  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TE1998  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 TE1998
 TE1998  HORZ ORDER  -  FIRST
 TE1998
 TE1998.The horizontal coordinates were established by classical geodetic methods
 TE1998.and adjusted by the National Geodetic Survey in January 1998..
 TE1998
 TE1998.The orthometric height was scaled from a topographic map.
 TE1998
 TE1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1998
 TE1998.The geoid height was determined by GEOID03.
 TE1998
 TE1998;                    North         East     Units Scale Factor Converg.
 TE1998;SPC ND N     -   133,035.658   684,535.180   MT  0.99993756   +0 50 46.2
 TE1998;SPC ND N     -   436,468.69  2,245,850.33   iFT  0.99993756   +0 50 46.2
 TE1998;UTM  14      - 5,337,587.577   473,030.015   MT  0.99960894   -0 16 13.8
 TE1998
 TE1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1998!SPC ND N     -   0.99992114  x   0.99993756  =   0.99985870
 TE1998!UTM  14      -   0.99992114  x   0.99960894  =   0.99953011
 TE1998
 TE1998|---------------------------------------------------------------------|
 TE1998| PID    Reference Object                     Distance      Geod. Az  |
 TE1998|                                                           dddmmss.s |
 TE1998| CO7098 LOEN RM 1                            61.652 METERS 07613     |
 TE1998| CO7099 LOEN RM 2                            75.773 METERS 12808     |
 TE1998| TE2304 LOEN AZ MK                                         2823915.6 |
 TE1998|---------------------------------------------------------------------|
 TE1998
 TE1998                          SUPERSEDED SURVEY CONTROL
 TE1998
 TE1998  NAD 83(1986)-  48 11 27.42125(N)    099 21 46.40693(W) AD(       ) 1
 TE1998  NAD 27      -  48 11 27.42000(N)    099 21 44.91500(W) AD(       ) 1
 TE1998
 TE1998.Superseded values are not recommended for survey control.
 TE1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1998.See file dsdata.txt to determine how the superseded data were derived.
 TE1998
 TE1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7303037588(NAD 83)
 TE1998_MARKER: DS = TRIANGULATION STATION DISK
 TE1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1998
 TE1998  HISTORY     - Date     Condition        Report By
 TE1998  HISTORY     - 1946     MONUMENTED       CGS
 TE1998
 TE1998                          STATION DESCRIPTION
 TE1998
 TE1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1998'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF LEEDS, 2
 TE1998'MILES WEST OF THE SMALL VILLAGE OF BRINSMADE, 199 FEET WEST
 TE1998'OF A NORTH - SOUTH FENCE LINE AND ON THE SUMMIT OF AN OLD
 TE1998'INDIAN MOUND.  IT IS NEAR THE CENTER OF THE SECTION OF THE
 TE1998'OLD OLSON FARM.  THE SURFACE STATION MARK IS 12-INCHES BELOW
 TE1998'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED LOEN 1946.
 TE1998'
 TE1998'REFERENCE MARK NO. 1 IS 202.27 FEET EAST-NORTHEAST OF THE
 TE1998'STATION, 1 FOOT WEST OF A NORTH - SOUTH FENCE LINE AND ON THE
 TE1998'EASTERN EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 2
 TE1998'INCHES AND THE DISK IS STAMPED LOEN NO 1 1946.
 TE1998'
 TE1998'REFERENCE MARK NO. 2 IS 248.60 FEET SOUTHEAST OF THE STATION,
 TE1998'2 FEET WEST OF A NORTH - SOUTH FENCE LINE AND 1-1/2 FEET
 TE1998'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 TE1998'THE DISK IS STAMPED LOEN NO 2 1946.
 TE1998'
 TE1998'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 24 FEET
 TE1998'WEST OF THE APPROXIMATE CENTERLINE OF A SECTION LINE TRACK
 TE1998'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TE1998'LOEN 1946.
 TE1998'
 TE1998'TO REACH THE STATION FROM THE SMALL VILLAGE OF BRINSMADE, GO
 TE1998'SOUTHWEST AND WEST ON MAIN TRAVELED GRAVELED ROAD FOR 2.3
 TE1998'MILES TO A DIRT CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.7
 TE1998'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  THENCE
 TE1998'TURN EAST ACROSS CULTIVATED FIELD FOR 0.5 MILE TO AN OLD
 TE1998'INDIAN MOUND AND STATION AS DESCRIBED.
 TE1998'
 TE1998'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1360 ***********************************************************************
 SL1360  DESIGNATION -  LOGAN
 SL1360  PID         -  SL1360
 SL1360  STATE/COUNTY-  ND/GRAND FORKS
 SL1360  USGS QUAD   -  LOGAN CENTER (1963)
 SL1360
 SL1360                         *CURRENT SURVEY CONTROL
 SL1360  ___________________________________________________________________
 SL1360* NAD 83(1996)-  47 47 17.86559(N)    097 51 08.15547(W)     ADJUSTED  
 SL1360* NAVD 88     -       449.     (meters)    1473.     (feet)  SCALED    
 SL1360  ___________________________________________________________________
 SL1360  LAPLACE CORR-          -8.89  (seconds)                    DEFLEC99
 SL1360  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 SL1360
 SL1360  HORZ ORDER  -  FIRST
 SL1360
 SL1360.The horizontal coordinates were established by classical geodetic methods
 SL1360.and adjusted by the National Geodetic Survey in January 1998..
 SL1360
 SL1360.The orthometric height was scaled from a topographic map.
 SL1360
 SL1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1360
 SL1360.The geoid height was determined by GEOID03.
 SL1360
 SL1360;                    North         East     Units Scale Factor Converg.
 SL1360;SPC ND N     -    91,053.625   798,345.976   MT  0.99994916   +1 58 13.0
 SL1360;SPC ND N     -   298,732.37  2,619,245.33   iFT  0.99994916   +1 58 13.0
 SL1360;UTM  14      - 5,293,408.406   585,964.978   MT  0.99969081   +0 51 00.5
 SL1360
 SL1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1360!SPC ND N     -   0.99993354  x   0.99994916  =   0.99988270
 SL1360!UTM  14      -   0.99993354  x   0.99969081  =   0.99962437
 SL1360
 SL1360:                Primary Azimuth Mark                     Grid Az
 SL1360:SPC ND N     -  LARIMORE RAD STA KDU 576                 005 17 31.1
 SL1360:UTM  14      -  LARIMORE RAD STA KDU 576                 006 24 43.6
 SL1360
 SL1360|---------------------------------------------------------------------|
 SL1360| PID    Reference Object                     Distance      Geod. Az  |
 SL1360|                                                           dddmmss.s |
 SL1360| SL1359 LARIMORE RAD STA KDU 576            APPROX. 9.8 KM 0071544.1 |
 SL1360| SL1338 KEMPTON MICROWAVE WDAZ              APPROX.16.9 KM 0851247.4 |
 SL1360| CO5897 LOGAN RM 1                           21.508 METERS 09739     |
 SL1360| CO5896 LOGAN AZ MK                                        2695911.1 |
 SL1360| SL1362 PETERSBURG NELSON RAD STA KFI       APPROX.14.5 KM 3141301.5 |
 SL1360| CO5898 LOGAN RM 2                           22.954 METERS 33330     |
 SL1360|---------------------------------------------------------------------|
 SL1360
 SL1360                          SUPERSEDED SURVEY CONTROL
 SL1360
 SL1360  NAD 83(1986)-  47 47 17.86424(N)    097 51 08.15258(W) AD(       ) 1
 SL1360  NAD 27      -  47 47 17.89793(N)    097 51 06.82252(W) AD(       ) 1
 SL1360
 SL1360.Superseded values are not recommended for survey control.
 SL1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1360.See file dsdata.txt to determine how the superseded data were derived.
 SL1360
 SL1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8596593408(NAD 83)
 SL1360_MARKER: DS = TRIANGULATION STATION DISK
 SL1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1360
 SL1360  HISTORY     - Date     Condition        Report By
 SL1360  HISTORY     - 1967     MONUMENTED       CGS
 SL1360
 SL1360                          STATION DESCRIPTION
 SL1360
 SL1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1360'THE STATION IS ABOUT 13 MILES SOUTHWEST OF LARIMORE, 11
 SL1360'MILES WEST-SOUTHWEST KEMPTON, 9-1/2 MILES NORTHEAST OF ANETA,
 SL1360'ON THE NORTH SIDE OF A GRAVELED ROAD AND ON LAND OWNED BY
 SL1360'O.T. PETERSON.
 SL1360'
 SL1360'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 6 AND STATE
 SL1360'HIGHWAY 18, ABOUT 1 MILES WEST OF KEMPTON, GO SOUTH ON STATE
 SL1360'HIGHWAY 18 FOR 1.9 MILES TO A POINT WHERE STATE HIGHWAY 18
 SL1360'CURVES EAST AND A GRAVELED ROAD CONTINUE SOUTH.  CONTINUE
 SL1360'SOUTH ON THE GRAVELED ROAD FOR 0.05 MILE TO A CROSSROADS.
 SL1360'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 4.0 MILES TO A
 SL1360'CROSSROADS.  CONTINUE WEST ON THE GRAVELED ROAD FOR 5.1 MILES
 SL1360'TO A CROSSROADS.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.6
 SL1360'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 SL1360'FROM THE STATION CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4
 SL1360'MILE TO A CROSSROADS AND THE MARK IN THE NORTHWEST ANGLE
 SL1360'OF THE ROADS.
 SL1360'
 SL1360'THE STATION MARK IS A STANDARD DISK, STAMPED LOGAN 1967,
 SL1360'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1360'THAT IS FLUSH WITH THE GROUND.  IT IS 72.0 FEET SOUTH OF THE
 SL1360'SOUTHWEST CORNER OF A FARM BUILDING, 58 FEET WEST OF THE
 SL1360'CENTERLINE OF A TRACK ROAD, 52.9 FEET SOUTHWEST OF A WELL
 SL1360'P
 SL1360'PUMP AND 44 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD.
 SL1360'THE UNDERGROUND MARK IS SET 54 INCHES BELOW THE GROUND
 SL1360'SURFACE.  NO WITNESS POST WAS SET AT THE STATION DUE TO
 SL1360'INTERFERENCE OF MOWING OPERATIONS.
 SL1360'
 SL1360'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOGAN NO 1 1967,
 SL1360'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1360'12 INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS
 SL1360'72.9 FEET SOUTHEAST OF THE WELL PUMP, 32.5 FEET NORTH OF THE
 SL1360'CENTERLINE OF THE GRAVELED ROAD, 12 FEET EAST OF THE CENTERLINE
 SL1360'OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 SL1360'
 SL1360'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOGAN NO 2 1967,
 SL1360'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1360'THAT IS FLUSH WITH THE GROUND.  IT IS 60.9 FEET WEST-NORTHWEST OF
 SL1360'THE WELL PUMP, 34.9 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 SL1360'OF THE FARM BUILDING AND ABOUT THE SAME ELEVATION AS THE
 SL1360'STATION.
 SL1360'
 SL1360'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LOGAN 1967, SET
 SL1360'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1360'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 49.5 FEET
 SL1360'WEST OF THE CENTERLINE OF A WITNESS POST AND 1.9 FEET
 SL1360'SOUTH-SOUTHWEST OF A POWER LINE POLE.
 SL1360'
 SL1360'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2144 ***********************************************************************
 TF2144  DESIGNATION -  LOGAN
 TF2144  PID         -  TF2144
 TF2144  STATE/COUNTY-  ND/WARD
 TF2144  USGS QUAD   -  SURREY (1981)
 TF2144
 TF2144                         *CURRENT SURVEY CONTROL
 TF2144  ___________________________________________________________________
 TF2144* NAD 83(1996)-  48 08 06.13358(N)    101 09 06.70800(W)     ADJUSTED  
 TF2144* NAVD 88     -       538.7    (meters)    1767.     (feet)  VERTCON   
 TF2144  ___________________________________________________________________
 TF2144  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 TF2144  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF2144
 TF2144  HORZ ORDER  -  FIRST
 TF2144
 TF2144.The horizontal coordinates were established by classical geodetic methods
 TF2144.and adjusted by the National Geodetic Survey in January 1998..
 TF2144
 TF2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2144
 TF2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2144
 TF2144.The geoid height was determined by GEOID03.
 TF2144
 TF2144;                    North         East     Units Scale Factor Converg.
 TF2144;SPC ND N     -   126,399.999   551,485.227   MT  0.99993623   -0 29 06.3
 TF2144;SPC ND N     -   414,698.16  1,809,334.73   iFT  0.99993623   -0 29 06.3
 TF2144;UTM  14      - 5,333,548.618   339,904.091   MT  0.99991494   -1 36 10.3
 TF2144
 TF2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2144!SPC ND N     -   0.99991881  x   0.99993623  =   0.99985504
 TF2144!UTM  14      -   0.99991881  x   0.99991494  =   0.99983375
 TF2144
 TF2144:                Primary Azimuth Mark                     Grid Az
 TF2144:SPC ND N     -  SURREY PUBLIC SCHOOL FLAGPOLE            008 28 48.8
 TF2144:UTM  14      -  SURREY PUBLIC SCHOOL FLAGPOLE            009 35 52.8
 TF2144
 TF2144|---------------------------------------------------------------------|
 TF2144| PID    Reference Object                     Distance      Geod. Az  |
 TF2144|                                                           dddmmss.s |
 TF2144| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX.11.4 KM 0075942.5 |
 TF2144| TF2140 SAWYER CONSOLIDATED SCH BELFRY      APPROX. 8.9 KM 1253156.4 |
 TF2144| CQ8466 LOGAN AZ MK                                        1342849.0 |
 TF2144| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX.17.1 KM 2362705.4 |
 TF2144| CQ8468 LOGAN RM 2                           32.330 METERS 26713     |
 TF2144| TF2156 MINOT SOUTH MUNICIPAL TANK          APPROX.14.6 KM 3092514.7 |
 TF2144| TF2152 MINOT MUNICIPAL TANK                APPROX.14.3 KM 3151029.1 |
 TF2144| TF2186 MINOT NORTH MUNICIPAL TANK          APPROX.18.8 KM 3190803.1 |
 TF2144| TF2149 LOGAN RM A                           25.645 METERS 32720     |
 TF2144| CQ8467 LOGAN RM 1                           23.987 METERS 35746     |
 TF2144|---------------------------------------------------------------------|
 TF2144
 TF2144                          SUPERSEDED SURVEY CONTROL
 TF2144
 TF2144  NAD 83(1986)-  48 08 06.13417(N)    101 09 06.70611(W) AD(       ) 1
 TF2144  NAD 27      -  48 08 06.09700(N)    101 09 05.12950(W) AD(       ) 1
 TF2144  NGVD 29 (07/19/86)  538.3    (m)         1766.     (f) VERT ANG       
 TF2144
 TF2144.Superseded values are not recommended for survey control.
 TF2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2144.See file dsdata.txt to determine how the superseded data were derived.
 TF2144
 TF2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3990433549(NAD 83)
 TF2144_MARKER: DS = TRIANGULATION STATION DISK
 TF2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2144
 TF2144  HISTORY     - Date     Condition        Report By
 TF2144  HISTORY     - 1934     MONUMENTED       CGS
 TF2144  HISTORY     - 1946     GOOD             CGS
 TF2144  HISTORY     - 1962     GOOD             CGS
 TF2144  HISTORY     - 1976     GOOD             NGS
 TF2144
 TF2144                          STATION DESCRIPTION
 TF2144
 TF2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF2144'STATION IS LOCATED ABOUT 9 MILES SE OF MINOT, 6 MILES NW OF
 TF2144'SAWYER, AND 1/2 MILE S OF LOGAN.  IT IS ON THE HIGHEST POINT
 TF2144'OF THE BLUFFS ON THE S SIDE OF THE SOURIS RIVER AND IS 0.1
 TF2144'MILE SW OF STATE HIGHWAY 9.  IT IS IN SEC. 24 T 154 N, R 82 W,
 TF2144'ON LAND OWNED BY MARTIN OSAUGSTAD.  THE STATION MARK PROJECTS
 TF2144'4 INCHES AND IS 0.1 MILE N OF AN E-W FENCE.
 TF2144'
 TF2144'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 TF2144'BRONZE DISKS SET IN CONCRETE.
 TF2144'
 TF2144'REFERENCE MARK NO. 1 IS N OF THE STATION AND PROJECTS 5 INCHES.
 TF2144'
 TF2144'REFERENCE MARK NO. 2 IS W OF THE STATION AND PROJECTS 6 INCHES.
 TF2144'
 TF2144'THE AZIMUTH MARK IS SE OF THE STATION AND PROJECTS 3 INCHES.
 TF2144'IT IS ON THE TOP OF THE FIRST KNOB SE OF THE STATION.
 TF2144'
 TF2144'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 TF2144'9 AND U.S. HIGHWAY 2, 2 BLOCKS E OF THE COURTHOUSE IN THE
 TF2144'CITY OF MINOT, GO SE ON STATE HIGHWAY 9, 9.5 MILES TO A GATE
 TF2144'IN THE FENCE ON THE RIGHT SIDE OF THE ROAD.  (THERE IS A
 TF2144'METAL MAIL BOX AT THIS POINT.  THIS POINT IS 0.15 MILE NW OF A
 TF2144'SMALL CONCRETE BRIDGE ON U.S. HIGHWAY 9.) HERE LEAVE THE
 TF2144'HIGHWAY, TURN RIGHT, PASS THROUGH GATE AND GO SW 0.1 MILE
 TF2144'ON DIM TRACKS TO SADDLE IN RIDGE.  HERE TURN RIGHT, NW, AND
 TF2144'GO 0.1 MILE TO A FENCE.  (PASS AT 0.05 MILE A HIGH KNOB ON
 TF2144'WHICH AZIMUTH MARK IS SITUATED.) TAKE DOWN FENCE AND
 TF2144'CONTINUE ALONG RIDGE 0.1 MILE TO HIGH POINT OF RIDGE AND
 TF2144'STATION.
 TF2144'
 TF2144'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 TF2144
 TF2144                          STATION RECOVERY (1946)
 TF2144
 TF2144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2144'THE STATION WAS FOUND AS DESCRIBED BY W.R.P. IN 1934 WITH
 TF2144'THE EXCEPTIONS THAT THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 TF2144'FOUND TO BE 78.70 FEET (23.988 METERS) INSTEAD OF 77.15 FEET,
 TF2144'THE DISTANCE TO REFERENCE MARK NO. 2 IS 106.08 FEET (32.333
 TF2144'METERS) INSTEAD OF 105.78 FEET AND THE DISTANCE FROM REFERENCE
 TF2144'MARK NO. 1 TO REFERENCE MARK NO. 2 IS 131.8 FEET INSTEAD OF
 TF2144'131.0 FEET.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TF2144'
 TF2144'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MINOT, 6
 TF2144'MILES NORTHWEST OF SAWYER, 1/2 MILE SOUTH OF LOGAN AND 0.1
 TF2144'MILE SOUTHWEST OF U.S. HIGHWAY 52 ON THE HIGHEST POINT OF
 TF2144'THE BLUFFS ON THE SOUTH SIDE OF THE SOURIS RIVER IN SECTION
 TF2144'24, T 154 N, R 82 W ON LAND OWNED BY MARTIN OSAUGSTAD.  THE
 TF2144'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LOGAN 1934.
 TF2144'
 TF2144'REFERENCE MARK NO. 1 IS 78.70 FEET NORTH OF THE STATION.
 TF2144'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LOGAN
 TF2144'NO 1 1934.
 TF2144'
 TF2144'REFERENCE MARK NO. 2 IS 106.08 FEET WEST OF THE STATION.
 TF2144'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LOGAN
 TF2144'NO 2 1934.
 TF2144'
 TF2144'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION ON
 TF2144'TOP OF THE FIRST KNOB SOUTHEAST OF THE STATION.  THE MARK
 TF2144'PROJECTS 3 INCHES AND THE DISK IS STAMPED LOGAN 1934 AZIMUTH.
 TF2144'
 TF2144'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52
 TF2144'AND 2 WHICH IS 2 BLOCKS EAST OF THE COURTHOUSE IN MINOT, GO
 TF2144'SOUTHEAST ON U.S. HIGHWAY 52 FOR 9.5 MILES TO A WIRE CORRAL
 TF2144'ON THE RIGHT AND A LANE TO A FARM ON THE LEFT.  TURN RIGHT
 TF2144'THROUGH WIRE CORRAL AND FOLLOW DIM TRACKS FOR 0.1 MILE TO
 TF2144'TOP OF RIDGE.  TURN RIGHT OFF DIM TRACKS AND DRIVE NORTHWEST
 TF2144'ACROSS COUNTRY ALONG THE LEFT SIDE OF RIDGE FOR 0.15 MILE
 TF2144'TO THE TOP OF KNOB AND THE AZIMUTH MARK.  CONTINUE NORTHWEST
 TF2144'FOR 0.05 MILE TO A FENCE.  CROSS THE FENCE AND GO NORTHWEST
 TF2144'0.15 MILE TO THE HIGHEST POINT AND THE STATION.
 TF2144'
 TF2144'NOTE--THE STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS
 TF2144'WERE FOUND IN GOOD CONDITION.
 TF2144'A FOUR-FOOT WOODEN STAND CLEARED ALL LINES.
 TF2144
 TF2144                          STATION RECOVERY (1962)
 TF2144
 TF2144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2144'THE STATION IS LOCATED 8.5 MILES EAST AND 4.5 MILES SOUTH
 TF2144'OF THE TOWN OF MINOT, IN THE NE 1/4 OF SEC. 25, T154N, R82W,
 TF2144'ON A HIGH RIDGE IN A PASTURE.
 TF2144'
 TF2144'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 83 AND THE
 TF2144'2 AND 52 BYPASS IN THE SOUTH PART OF MINOT, GO SOUTHEAST ON
 TF2144'U.S. HIGHWAY 52 FOR 8.45 MILES TO A SIDE TRACK ROAD RIGHT.
 TF2144'TURN RIGHT AND GO SOUTH UP GRADE FOR 0.15 MILE TO A GATE.
 TF2144'PASS THROUGH THE GATE AND CONTINUE SOUTH UP HILL FOR 0.1 MILE
 TF2144'TO THE TOP OF A RIDGE.  HERE BEAR LEFT AND GO SOUTHEAST ON A
 TF2144'TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH THE GATE
 TF2144'AND CONTINUE SOUTH, SOUTHWEST ON A TRACK ROAD FOR 0.2 MILE
 TF2144'TO ANOTHER GATE.  PASS THROUGH THE GATE AND TURN LEFT AND GO
 TF2144'SOUTH FOR 0.05 MILE TO A FENCE CORNER.  TURN LEFT AND GO
 TF2144'EAST FOR 0.25 MILE TO THE HIGHEST POINT AND THE STATION.
 TF2144'
 TF2144'THE STATION MARK IS A STANDARD DISK STAMPED LOGAN 1934 AND
 TF2144'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2144'PROJECTS 8 INCHES.  IT IS ON THE HIGHEST PART OF A RIDGE
 TF2144'IN A PASTURE.
 TF2144'
 TF2144'REFERENCE MARK NO. 1, STAMPED LOGAN NO 1 1934, IS A STANDARD
 TF2144'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2144'WHICH PROJECTS 7 INCHES.
 TF2144'
 TF2144'REFERENCE MARK NO. 2, STAMPED LOGAN NO 2 1934, IS A STANDARD
 TF2144'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2144'WHICH PROJECTS 7 INCHES.
 TF2144'
 TF2144'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOGAN 1934 AND
 TF2144'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2144'WHICH PROJECTS 7 INCHES.  IT IS 2.5 FEET NORTHEAST OF THE
 TF2144'WITNESS POST.
 TF2144'
 TF2144'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 131.82 FEET.
 TF2144
 TF2144                          STATION RECOVERY (1976)
 TF2144
 TF2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RSC)
 TF2144'THE STATION WAS RECOVERED AS DESCRIBED IN 1962, WITH THE EXCEPTION
 TF2144'OF THE TO REACH.  A NEW TO REACH FOLLOWS--
 TF2144'
 TF2144'TO REACH THE STATION FROM STATE HIGHWAY 83 AND STATE HIGHWAY 2
 TF2144'AND 52 BYPASS IN SOUTH MINOT, GO EAST ON THE STATE HIGHWAY 2 AND
 TF2144'52 BYPASS FOR 2.3 MILES TO WHERE THE STATE HIGHWAY 2 BYPASS TURNS
 TF2144'LEFT.  CONTINUE SOUTHEAST ON STATE HIGHWAY 52 FOR 6.1 MILES
 TF2144'TO A TRACK ROAD ON THE RIGHT.  TAKE THE TRACK ROAD SOUTHERLY
 TF2144'UPHILL FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 TF2144'CONTINUE UPHILL SOUTH, THEN WEST FOR 0.1 MILE TO A DIM TRACK
 TF2144'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ACROSS THE
 TF2144'PASTURE FOR 0.3 MILE TO A LOW RIDGE THAT RUNS NORTHWEST AND
 TF2144'SOUTHEAST.  CONTINUE SOUTHEAST ACROSS THE TOP OF THE RIDGE
 TF2144'FOR 0.25 MILE TO A FENCE CORNER.  CONTINUE SOUTHEAST FOR 0.1
 TF2144'TO THE HIGHEST POINT AND THE STATION ON TOP.
 TF2144'
 TF2144'THE STATION IS ON THE PROPERTY OF MR. DALE SAUGSTAD OF SAWYER,
 TF2144'NORTH, DAKOTA PHONE NUMBER 624-5553.
 TF2144'
 TF2144'NOTE- THE STATION WAS USED FOR SHOWING LIGHT ONLY ALSO A STEEL
 TF2144'ROD WAS DRIVEN BY THE STATION MARK.
 TF2144'
 TF2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 TF2144'SOUTH OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2149 ***********************************************************************
 TF2149  DESIGNATION -  LOGAN RM A
 TF2149  PID         -  TF2149
 TF2149  STATE/COUNTY-  ND/WARD
 TF2149  USGS QUAD   -  SURREY (1981)
 TF2149
 TF2149                         *CURRENT SURVEY CONTROL
 TF2149  ___________________________________________________________________
 TF2149* NAD 83(1996)-  48 08 06.83250(N)    101 09 07.37760(W)     ADJUSTED  
 TF2149* NAVD 88     -       534.4    (meters)    1753.     (feet)  VERTCON   
 TF2149  ___________________________________________________________________
 TF2149  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 TF2149  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF2149
 TF2149  HORZ ORDER  -  FIRST
 TF2149
 TF2149.The horizontal coordinates were established by classical geodetic methods
 TF2149.and adjusted by the National Geodetic Survey in January 1998..
 TF2149
 TF2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2149
 TF2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2149
 TF2149.The geoid height was determined by GEOID03.
 TF2149
 TF2149;                    North         East     Units Scale Factor Converg.
 TF2149;SPC ND N     -   126,421.702   551,471.567   MT  0.99993623   -0 29 06.8
 TF2149;SPC ND N     -   414,769.36  1,809,289.92   iFT  0.99993623   -0 29 06.8
 TF2149;UTM  14      - 5,333,570.582   339,890.857   MT  0.99991499   -1 36 10.9
 TF2149
 TF2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2149!SPC ND N     -   0.99991948  x   0.99993623  =   0.99985571
 TF2149!UTM  14      -   0.99991948  x   0.99991499  =   0.99983448
 TF2149
 TF2149:                Primary Azimuth Mark                     Grid Az
 TF2149:SPC ND N     -  WATNE                                    092 31 56.9
 TF2149:UTM  14      -  WATNE                                    093 39 01.0
 TF2149
 TF2149|---------------------------------------------------------------------|
 TF2149| PID    Reference Object                     Distance      Geod. Az  |
 TF2149|                                                           dddmmss.s |
 TF2149| TF2075 WATNE                               APPROX.12.6 KM 0920250.1 |
 TF2149| TF2144 LOGAN                                25.645 METERS 14720     |
 TF2149| TF2165 MINOT USAF RADAR DOME CEN OF 3      APPROX.18.2 KM 2161412.3 |
 TF2149| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX.17.1 KM 2362155.0 |
 TF2149| TF2159 MINOT NW BELL TEL CO MICRO TWR      APPROX.14.6 KM 3092136.4 |
 TF2149| TF2156 MINOT SOUTH MUNICIPAL TANK          APPROX.14.6 KM 3092322.8 |
 TF2149| TF2186 MINOT NORTH MUNICIPAL TANK          APPROX.18.8 KM 3190722.5 |
 TF2149|---------------------------------------------------------------------|
 TF2149
 TF2149                          SUPERSEDED SURVEY CONTROL
 TF2149
 TF2149  NAD 83(1986)-  48 08 06.83332(N)    101 09 07.37593(W) AD(       ) 1
 TF2149  NAD 27      -  48 08 06.79591(N)    101 09 05.79915(W) AD(       ) 1
 TF2149  NGVD 29 (07/19/86)  534.0    (m)         1752.     (f) VERT ANG       
 TF2149
 TF2149.Superseded values are not recommended for survey control.
 TF2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2149.See file dsdata.txt to determine how the superseded data were derived.
 TF2149
 TF2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3989133571(NAD 83)
 TF2149_MARKER: DS = TRIANGULATION STATION DISK
 TF2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2149+STABILITY: SURFACE MOTION
 TF2149
 TF2149  HISTORY     - Date     Condition        Report By
 TF2149  HISTORY     - 1967     MONUMENTED       CGS
 TF2149
 TF2149                          STATION DESCRIPTION
 TF2149
 TF2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2149'STATION IS LOCATED NEAR THE SAME LOCATION AND ON
 TF2149'THE SAME PROPERTY AS TRIANGULATION STATION LOGAN 1934.
 TF2149'
 TF2149'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.
 TF2149'THE DISK IS SET IN THE TOP OF A 10 INCH CONCRETE
 TF2149'CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE OF THE
 TF2149'GROUND.  THE DISK IS STAMPED LOGAN RM A 1967.  THE STATION MARK
 TF2149'IS 42.95 FEET WEST OF LOGAN RM NO 1 1934 AND 40 FEET SOUTH OF A
 TF2149'SOUTHEAST-NORTHWEST FENCELINE.
 TF2149'
 TF2149'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LOGAN
 TF2149'1934, DISTANCE BEING 25.647 METERS OR 84.14 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1153 ***********************************************************************
 SM1153  DESIGNATION -  LOHNES
 SM1153  PID         -  SM1153
 SM1153  STATE/COUNTY-  ND/BENSON
 SM1153  USGS QUAD   -  FREE PEOPLES LAKE (1994)
 SM1153
 SM1153                         *CURRENT SURVEY CONTROL
 SM1153  ___________________________________________________________________
 SM1153* NAD 83(1996)-  47 58 02.92913(N)    098 42 59.43501(W)     ADJUSTED  
 SM1153* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 SM1153  ___________________________________________________________________
 SM1153  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 SM1153  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 SM1153
 SM1153  HORZ ORDER  -  FIRST
 SM1153
 SM1153.The horizontal coordinates were established by classical geodetic methods
 SM1153.and adjusted by the National Geodetic Survey in January 1998..
 SM1153
 SM1153.The orthometric height was scaled from a topographic map.
 SM1153
 SM1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1153
 SM1153.The geoid height was determined by GEOID03.
 SM1153
 SM1153;                    North         East     Units Scale Factor Converg.
 SM1153;SPC ND N     -   109,107.199   733,157.040   MT  0.99993793   +1 19 37.8
 SM1153;SPC ND N     -   357,963.25  2,405,370.87   iFT  0.99993793   +1 19 37.8
 SM1153;UTM  14      - 5,312,724.690   521,160.378   MT  0.99960550   +0 12 38.0
 SM1153
 SM1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1153!SPC ND N     -   0.99993177  x   0.99993793  =   0.99986971
 SM1153!UTM  14      -   0.99993177  x   0.99960550  =   0.99953730
 SM1153
 SM1153:                Primary Azimuth Mark                     Grid Az
 SM1153:SPC ND N     -  LOHNES AZ MK                             178 49 28.3
 SM1153:UTM  14      -  LOHNES AZ MK                             179 56 28.1
 SM1153
 SM1153|---------------------------------------------------------------------|
 SM1153| PID    Reference Object                     Distance      Geod. Az  |
 SM1153|                                                           dddmmss.s |
 SM1153| CO5899 LOHNES AZ MK                                       1800906.1 |
 SM1153| CO5900 LOHNES RM 1                          42.712 METERS 18031     |
 SM1153| CO5901 LOHNES RM 2                          23.848 METERS 32507     |
 SM1153|---------------------------------------------------------------------|
 SM1153
 SM1153                          SUPERSEDED SURVEY CONTROL
 SM1153
 SM1153  NAD 83(1986)-  47 58 02.92916(N)    098 42 59.43393(W) AD(       ) 1
 SM1153  NAD 27      -  47 58 02.92700(N)    098 42 58.04500(W) AD(       ) 1
 SM1153
 SM1153.Superseded values are not recommended for survey control.
 SM1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1153.See file dsdata.txt to determine how the superseded data were derived.
 SM1153
 SM1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU2116012725(NAD 83)
 SM1153_MARKER: DS = TRIANGULATION STATION DISK
 SM1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1153
 SM1153  HISTORY     - Date     Condition        Report By
 SM1153  HISTORY     - 1934     MONUMENTED       CGS
 SM1153  HISTORY     - 1950     SEE DESCRIPTION  USGS
 SM1153
 SM1153                          STATION DESCRIPTION
 SM1153
 SM1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1153'STATION IS LOCATED ABOUT 7.75 MILES N OF WARWICK, ABOUT 5.5
 SM1153'MILES ENE OF TOKIO, ABOUT 12.0 MILES SE OF DEVILS LAKE, ON LINE
 SM1153'BETWEEN SECTIONS 21 AND 22, 0.25 MILE N OF SW CORNER OF SEC.
 SM1153'22, T 152 N, R 63 W, IN LOHNES TOWNSHIP.  STATION IS 108 FEET
 SM1153'N OF THE CENTER LINE OF E-W DIRT ROAD, 22 FEET E OF CENTER
 SM1153'LINE OF N-S SECTION LINE ROAD.
 SM1153'
 SM1153'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1153'BRONZE DISKS SET IN CONCRETE.
 SM1153'
 SM1153'REFERENCE MARK NO. 1 IS S OF STATION, 31.0 FEET S OF CENTER
 SM1153'LINE OF E-W DIRT ROAD, 24.0 FEET E OF CENTER LINE OF N-S SECTION
 SM1153'LINE ROAD.
 SM1153'
 SM1153'REFERENCE MARK NO. 2 IS NW OF STATION, 166 FEET N OF CENTER
 SM1153'LINE OF E-W DIRT ROAD, 17 FEET W OF CENTER LINE OF N-S SECTION
 SM1153'LINE ROAD.
 SM1153'
 SM1153'AZIMUTH MARK IS LOCATED ABOUT 0.65 MILE S OF STATION ON E
 SM1153'SIDE OF AND 18.5 FEET FROM CENTER LINE OF N-S SECTION LINE
 SM1153'ROAD.
 SM1153'
 SM1153'TO REACH FROM STATION GO S ON DIRT ROAD 0.65 MILE TO TOP OF
 SM1153'SMALL RISE AND STATION ON LEFT SIDE OF ROAD.
 SM1153'
 SM1153'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 2 AND STATE
 SM1153'HIGHWAY 20 IN DEVILS LAKE, GO S ON STATE HIGHWAY 20 FOR 5.6
 SM1153'MILES TO JUNCTION WITH STATE HIGHWAY 57.  CONTINUE LEFT ON
 SM1153'STATE HIGHWAY 20 FOR 10.5 MILES TO CROSSROADS 0.75 MILE E OF
 SM1153'TOKIO, THENCE LEFT (E) ON STATE HIGHWAY 20 FOR 3.9 MILES TO
 SM1153'POINT AT WHICH STATE HIGHWAY 20 TURNS S.  CONTINUE E ON NARROW
 SM1153'DIRT ROAD FOR 1.2 MILES TO CROSSROADS, THENCE LEFT (N) ON
 SM1153'DIRT ROAD 3.2 MILES TO CROSSROADS ON TOP OF SLIGHT HILL AND
 SM1153'STATION.
 SM1153'
 SM1153'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 SM1153
 SM1153                          STATION RECOVERY (1950)
 SM1153
 SM1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 SM1153'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1827 ***********************************************************************
 TE1827  DESIGNATION -  LOMA
 TE1827  PID         -  TE1827
 TE1827  STATE/COUNTY-  ND/CAVALIER
 TE1827  USGS QUAD   -  LOMA (1970)
 TE1827
 TE1827                         *CURRENT SURVEY CONTROL
 TE1827  ___________________________________________________________________
 TE1827* NAD 83(1996)-  48 38 03.62402(N)    098 30 50.42065(W)     ADJUSTED  
 TE1827* NAVD 88     -       481.3    (meters)    1579.     (feet)  VERTCON   
 TE1827  ___________________________________________________________________
 TE1827  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 TE1827  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 TE1827
 TE1827  HORZ ORDER  -  SECOND
 TE1827
 TE1827.The horizontal coordinates were established by classical geodetic methods
 TE1827.and adjusted by the National Geodetic Survey in January 1998..
 TE1827
 TE1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1827
 TE1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1827
 TE1827.The geoid height was determined by GEOID03.
 TE1827
 TE1827;                    North         East     Units Scale Factor Converg.
 TE1827;SPC ND N     -   183,601.054   746,360.677   MT  0.99998188   +1 28 40.2
 TE1827;SPC ND N     -   602,365.66  2,448,689.89   iFT  0.99998188   +1 28 40.2
 TE1827;UTM  14      - 5,386,922.362   535,806.278   MT  0.99961575   +0 21 53.1
 TE1827
 TE1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1827!SPC ND N     -   0.99992841  x   0.99998188  =   0.99991029
 TE1827!UTM  14      -   0.99992841  x   0.99961575  =   0.99954419
 TE1827
 TE1827|---------------------------------------------------------------------|
 TE1827| PID    Reference Object                     Distance      Geod. Az  |
 TE1827|                                                           dddmmss.s |
 TE1827| CO7100 LOMA RM 1                            20.102 METERS 00732     |
 TE1827| CO7101 LOMA RM 2                            13.881 METERS 09306     |
 TE1827| CO7736 ZION LUTH CH SPIRE                                 2624505.6 |
 TE1827|---------------------------------------------------------------------|
 TE1827
 TE1827                          SUPERSEDED SURVEY CONTROL
 TE1827
 TE1827  NAD 83(1986)-  48 38 03.61945(N)    098 30 50.41156(W) AD(       ) 2
 TE1827  NAD 27      -  48 38 03.59766(N)    098 30 48.97240(W) AD(       ) 2
 TE1827  NGVD 29 (07/19/86)  480.9    (m)         1578.     (f) VERT ANG       
 TE1827
 TE1827.Superseded values are not recommended for survey control.
 TE1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1827.See file dsdata.txt to determine how the superseded data were derived.
 TE1827
 TE1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU3580686922(NAD 83)
 TE1827_MARKER: DD = SURVEY DISK
 TE1827_SETTING: 0 = UNSPECIFIED SETTING
 TE1827
 TE1827  HISTORY     - Date     Condition        Report By
 TE1827  HISTORY     - 1969     MONUMENTED       USGS
 TE1827
 TE1827                          STATION DESCRIPTION
 TE1827
 TE1827'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1827'THE STATION IS ABOUT 0.7 MI E. OF LOMA, ABOUT 0.25 MI N. OF THE
 TE1827'COR. OF SECS. 3, 4, 33 AND 34, T. 160 N., R. 61 W., ON A SMALL RISE.
 TE1827'
 TE1827'TO REACH THE STATION FROM THE INTERSECTION OF THE RDS. AT THE COR.
 TE1827'OF SECS. 4, 5, 32 AND 33, ABOUT 0.30 MI SW. OF LOMA, GO E. FOR 1.0
 TE1827'MI TO CROSSROADS, TURN LEFT AND GO N. FOR 0.25 MI TO TOP OF SMALL
 TE1827'RISE AND THE STATION ON THE RIGHT, ON THE SIDE OF THE E. CUTBANK.
 TE1827'
 TE1827'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1827'RODS, CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1827'TO WITHIN 1 IN. OF CAP, STAMPED ET LOMA 1969 IS 161 FT N. AND 40 FT
 TE1827'E. OF CENTER OF RD. AT PRIVATE DR. E., 35 FT W. OF A POWER LINE, 4
 TE1827'FT W. OF USGS WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 TE1827'
 TE1827'REFERENCE MARK 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1827'RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL
 TE1827'TO WITHIN 1 IN. OF CAP, STAMPED LOMA NO 1 1969 IS NNE. OF THE
 TE1827'STATION, 227 FT N. AND 48 FT E. OF CENTER OF RD. AT PRIVATE DR.
 TE1827'E., 25 FT W. OF A POWER LINE.  THE MARK IS FLUSH WITH THE GROUND.
 TE1827'
 TE1827'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1827'COATED RODS CENTERED IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH
 TE1827'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED LOMA NO 2 1969 IS E. OF THE
 TE1827'STATION, 159 FT N. AND 85 FT E. OF CENTER OF RD. AT PRIVATE DRIVE
 TE1827'E., 12 FT E. OF A POWER LINE.  THE MARK IS FLUSH WITH THE GROUND.
 TE1827'
 TE1827'NO AZIMUTH MARK SET.
 TE1827'
 TE1827'REFERENCE AZIMUTH USED - CHURCH SPIRE (ZION LUTHERAN CHURCH).  POINT
 TE1827'OBSERVED - CHURCH SPIRE OF THE ZION LUTHERAN CHURCH IN LOMA ABOUT
 TE1827'0.70 MI W.  THE CHURCH IS MADE OF WOOD AND FACES W. WITH THE
 TE1827'SPIRE ON THE W. END OF THE CHURCH, ABOUT 56 FT S. AND 530 FT E. OF
 TE1827'THE CENTER OF RD. AT T-RD. E.  THE CHURCH WAS BUILT IN 1906, T.
 TE1827'160 N., R. 61 W., IN THE SW. QUARTER OF SEC. 33.
 TE1827'
 TE1827'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0794 ***********************************************************************
 SO0794  DESIGNATION -  LONE
 SO0794  PID         -  SO0794
 SO0794  STATE/COUNTY-  ND/MCKENZIE
 SO0794  USGS QUAD   -  LONE BUTTE (1958)
 SO0794
 SO0794                         *CURRENT SURVEY CONTROL
 SO0794  ___________________________________________________________________
 SO0794* NAD 83(1996)-  47 30 08.59559(N)    103 09 28.64725(W)     ADJUSTED  
 SO0794* NAVD 88     -       838.43   (+/-2cm)    2750.7    (feet)  VERTCON   
 SO0794  ___________________________________________________________________
 SO0794  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 SO0794  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 SO0794
 SO0794  HORZ ORDER  -  FIRST
 SO0794  VERT ORDER  -  THIRD ? (See Below)
 SO0794
 SO0794.The horizontal coordinates were established by classical geodetic methods
 SO0794.and adjusted by the National Geodetic Survey in January 1998..
 SO0794
 SO0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0794.The vertical order pertains to the NGVD 29 superseded value.
 SO0794
 SO0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0794
 SO0794.The geoid height was determined by GEOID03.
 SO0794
 SO0794;                    North         East     Units Scale Factor Converg.
 SO0794;SPC ND N     -    59,311.760   399,791.419   MT  0.99998714   -1 58 40.4
 SO0794;SPC ND N     -   194,592.39  1,311,651.64   iFT  0.99998714   -1 58 40.4
 SO0794;SPC ND S     -   207,448.810   399,786.516   MT  1.00000383   -1 56 19.2
 SO0794;SPC ND S     -   680,606.33  1,311,635.55   iFT  1.00000383   -1 56 19.2
 SO0794;UTM  13      - 5,262,639.507   638,722.188   MT  0.99983649   +1 21 30.1
 SO0794
 SO0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0794!SPC ND N     -   0.99987132  x   0.99998714  =   0.99985846
 SO0794!SPC ND S     -   0.99987132  x   1.00000383  =   0.99987515
 SO0794!UTM  13      -   0.99987132  x   0.99983649  =   0.99970783
 SO0794
 SO0794|---------------------------------------------------------------------|
 SO0794| PID    Reference Object                     Distance      Geod. Az  |
 SO0794|                                                           dddmmss.s |
 SO0794| CQ8470 LONE RM 1                             9.568 METERS 09055     |
 SO0794| CQ8469 LONE AZ MK                                         1702937.6 |
 SO0794| CQ8471 LONE RM 2                             6.119 METERS 25347     |
 SO0794|---------------------------------------------------------------------|
 SO0794
 SO0794                          SUPERSEDED SURVEY CONTROL
 SO0794
 SO0794  NAD 83(1986)-  47 30 08.59178(N)    103 09 28.63653(W) AD(       ) 1
 SO0794  NAD 27      -  47 30 08.54000(N)    103 09 26.95300(W) AD(       ) 1
 SO0794  NGVD 29 (07/19/86)  837.90   (m)         2749.0    (f) LEVELING    3  
 SO0794
 SO0794.Superseded values are not recommended for survey control.
 SO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0794.See file dsdata.txt to determine how the superseded data were derived.
 SO0794
 SO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN3872262640(NAD 83)
 SO0794_MARKER: DS = TRIANGULATION STATION DISK
 SO0794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0794_SP_SET: METAL PIPE IN CONCRETE
 SO0794
 SO0794  HISTORY     - Date     Condition        Report By
 SO0794  HISTORY     - 1941     MONUMENTED       CGS
 SO0794  HISTORY     - 1957     GOOD             USGS
 SO0794
 SO0794                          STATION DESCRIPTION
 SO0794
 SO0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0794'STATION IS ABOUT 9 MILES NNE OF GRASSY BUTTE, 4-1/4 MILES E OF
 SO0794'U.S. HIGHWAY 85, ON A HIGH SHARP PROMINENT BUTTE AND NEAR THE
 SO0794'SW CORNER OF SEC. 34, T. 147 N, R. 98 W.  IT IS ON THE WESTERN
 SO0794'END AND HIGHEST POINT OF THE BUTTE (KNOWN AS LONE BUTTE), 6
 SO0794'FEET N OF THE S EDGE AND ABOUT 12 FEET S OF THE N EDGE OF THE
 SO0794'TOP OF THE BUTTE.  IT IS A STANDARD DISK WELDED TO A 2-INCH
 SO0794'CAST-IRON PIPE WHICH IS EMBEDDED IN CONCRETE IN THE GROUND.
 SO0794'IT IS STAMPED LONE 1941 AND PROJECTS ABOUT 6 INCHES.  THE
 SO0794'SUBSURFACE MARK IS 32 INCHES BENEATH THE SURFACE.
 SO0794'
 SO0794'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 SO0794'IN CONCRETE.
 SO0794'
 SO0794'REFERENCE MARK NO. 1 IS 10 FEET N OF THE S EDGE OF THE RIDGE.
 SO0794'IT IS A STANDARD DISK WELDED TO A 2-INCH CAST-IRON PIPE
 SO0794'WHICH IS EMBEDDED IN CONCRETE IN THE GROUND.  IT IS STAMPED
 SO0794'LONE NO. 1 1941 AND PROJECTS ABOUT 6 INCHES.
 SO0794'
 SO0794'REFERENCE MARK NO. 2 IS 5 FEET N OF THE S EDGE OF THE RIDGE.
 SO0794'IT IS A STANDARD DISK WELDED TO A 2-INCH CAST-IRON PIPE WHICH
 SO0794'IS EMBEDDED IN CONCRETE IN THE GROUND.  IT IS STAMPED LONE NO.
 SO0794'2 1941 AND PROJECTS ABOUT 2 INCHES.
 SO0794'
 SO0794'THE AZIMUTH MARK, IS 11 FEET W OF THE ROAD TO THE STATION,
 SO0794'2.5 FEET E OF A WHITE REFERENCE POST AND 1 FOOT N OF AN E-W
 SO0794'FENCE LINE.  IT IS STAMPED LONE 1941 AND PROJECTS 8 INCHES.
 SO0794'
 SO0794'TO REACH THE STATION FROM THE POST OFFICE IN GRASSY BUTTE, GO
 SO0794'N ON U.S. HIGHWAY 85 FOR 7.5 MILES AND TURN RIGHT, E, ON A
 SO0794'DIRT CROSS ROAD, GO 2.0 MILES AND KEEP STRAIGHT (E) AT A
 SO0794'CROSSROADS AND WIRE GATE, GO 1.1 MILES AND KEEP STRAIGHT AHEAD
 SO0794'(E) AT T-ROAD AND WIRE GATE, GO 1.3 MILES AND TAKE A LEFT
 SO0794'FORK, GO 0.2 MILE AND PASS THROUGH A WIRE GATE, TAKE LEFT
 SO0794'FORK (N) AND GO 0.3 MILE TO A WIRE GATE IN AN E-W FENCE LINE,
 SO0794'PASS THROUGH THE GATE AND GO NW ACROSS PASTURE AND UP THE HILL
 SO0794'TO THE E BASE OF THE BUTTE.  THEN CLIMB W UP THE BUTTE TO THE
 SO0794'HIGHEST POINT AND THE STATION.  IT IS A CLIMB OF ABOUT 15
 SO0794'MINUTES.
 SO0794'
 SO0794'FOUR-FOOT SIGNALS AT NORTH, KILLDEER, KNIFE, GRASSY, RHOADES,
 SO0794'PIMPLE, AND BEAR ARE VISIBLE FROM THE GROUND.
 SO0794
 SO0794                          STATION RECOVERY (1957)
 SO0794
 SO0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SO0794'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2217 ***********************************************************************
 TF2217  DESIGNATION -  LONE
 TF2217  PID         -  TF2217
 TF2217  STATE/COUNTY-  ND/WARD
 TF2217  USGS QUAD   -  RICE LAKE NW (1980)
 TF2217
 TF2217                         *CURRENT SURVEY CONTROL
 TF2217  ___________________________________________________________________
 TF2217* NAD 83(1996)-  48 11 34.30471(N)    101 38 05.86715(W)     ADJUSTED  
 TF2217* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 TF2217  ___________________________________________________________________
 TF2217  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 TF2217  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 TF2217
 TF2217  HORZ ORDER  -  FIRST
 TF2217
 TF2217.The horizontal coordinates were established by classical geodetic methods
 TF2217.and adjusted by the National Geodetic Survey in January 1998..
 TF2217
 TF2217.The orthometric height was scaled from a topographic map.
 TF2217
 TF2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2217
 TF2217.The geoid height was determined by GEOID03.
 TF2217
 TF2217;                    North         East     Units Scale Factor Converg.
 TF2217;SPC ND N     -   133,245.880   515,627.460   MT  0.99993762   -0 50 40.4
 TF2217;SPC ND N     -   437,158.40  1,691,691.14   iFT  0.99993762   -0 50 40.4
 TF2217;UTM  14      - 5,341,093.808   304,184.930   MT  1.00007115   -1 57 52.9
 TF2217
 TF2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2217!SPC ND N     -   0.99989719  x   0.99993762  =   0.99983482
 TF2217!UTM  14      -   0.99989719  x   1.00007115  =   0.99996833
 TF2217
 TF2217|---------------------------------------------------------------------|
 TF2217| PID    Reference Object                     Distance      Geod. Az  |
 TF2217|                                                           dddmmss.s |
 TF2217| CQ8473 LONE RM 1                            14.329 METERS 00209     |
 TF2217| CQ8474 LONE RM 2                            13.710 METERS 13132     |
 TF2217| CQ8472 LONE AZ MK                                         2694746.8 |
 TF2217|---------------------------------------------------------------------|
 TF2217
 TF2217                          SUPERSEDED SURVEY CONTROL
 TF2217
 TF2217  NAD 83(1986)-  48 11 34.30456(N)    101 38 05.86417(W) AD(       ) 1
 TF2217  NAD 27      -  48 11 34.26000(N)    101 38 04.27300(W) AD(       ) 1
 TF2217
 TF2217.Superseded values are not recommended for survey control.
 TF2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2217.See file dsdata.txt to determine how the superseded data were derived.
 TF2217
 TF2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0418541094(NAD 83)
 TF2217_MARKER: DS = TRIANGULATION STATION DISK
 TF2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2217
 TF2217  HISTORY     - Date     Condition        Report By
 TF2217  HISTORY     - 1946     MONUMENTED       CGS
 TF2217
 TF2217                          STATION DESCRIPTION
 TF2217
 TF2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2217'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF THE SMALL VILLAGE
 TF2217'OF LONE TREE AND ON A GRASSY HILL THAT IS THE HIGHEST IN THE
 TF2217'VICINITY.  IT IS 8 FEET SOUTHEAST OF A WITNESS POST.  THE MARK
 TF2217'PROJECTS 5 INCHES AND THE DISK IS STAMPED LONE 1946.
 TF2217'
 TF2217'REFERENCE MARK NO. 1 IS 47.01 FEET NORTH OF THE STATION AND
 TF2217'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 TF2217'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LONE
 TF2217'NO 1 1946.
 TF2217'
 TF2217'REFERENCE MARK NO. 2 IS 44.98 FEET SOUTHEAST OF THE STATION
 TF2217'AND ON THE SAME ELEVATION AS THE STATION MARK.  THE MARK PROJECTS
 TF2217'3 INCHES AND THE DISK IS STAMPED LONE NO 2 1946.
 TF2217'
 TF2217'THE AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 48 FEET EAST
 TF2217'OF THE APPROXIMATE CENTERLINE OF A NEWLY GRADED DIRT ROAD,
 TF2217'2-1/2 FEET NORTH OF A WITNESS POST AND ON THE WESTERN EDGE
 TF2217'OF A HAY MEADOW.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 TF2217'STAMPED LONE 1946.
 TF2217'
 TF2217'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TF2217'AND THE MAIN STREET OF BERTHOLD GO EAST ON U.S. HIGHWAY 2 FOR
 TF2217'0.25 MILE TO A GRAVELED T ROAD RIGHT, TURN RIGHT AND GO
 TF2217'SOUTH FOR 9.0 MILES TO A CROSSROAD, THENCE TURN LEFT AND GO
 TF2217'EAST FOR 4.0 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH 0.6
 TF2217'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN
 TF2217'RIGHT INTO HAY MEADOW AND GO EASTERLY FOR 0.4 MILE TO THE
 TF2217'SUMMIT OF THE HIGHEST HILL IN VICINITY AND STATION AS
 TF2217'DESCRIBED.
 TF2217'
 TF2217'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1821 ***********************************************************************
 TG1821  DESIGNATION -  LONE BUTTE
 TG1821  PID         -  TG1821
 TG1821  STATE/COUNTY-  ND/MCKENZIE
 TG1821  USGS QUAD   -  CHARLSON SW (1965)
 TG1821
 TG1821                         *CURRENT SURVEY CONTROL
 TG1821  ___________________________________________________________________
 TG1821* NAD 83(1996)-  48 05 27.25371(N)    102 52 43.90554(W)     ADJUSTED  
 TG1821* NAVD 88     -       742.     (meters)    2434.     (feet)  SCALED    
 TG1821  ___________________________________________________________________
 TG1821  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 TG1821  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 TG1821
 TG1821  HORZ ORDER  -  FIRST
 TG1821
 TG1821.The horizontal coordinates were established by classical geodetic methods
 TG1821.and adjusted by the National Geodetic Survey in January 1998..
 TG1821
 TG1821.The orthometric height was scaled from a topographic map.
 TG1821
 TG1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1821
 TG1821.The geoid height was determined by GEOID03.
 TG1821
 TG1821;                    North         East     Units Scale Factor Converg.
 TG1821;SPC ND N     -   124,024.792   422,828.184   MT  0.99993585   -1 46 12.7
 TG1821;SPC ND N     -   406,905.49  1,387,231.57   iFT  0.99993585   -1 46 12.7
 TG1821;UTM  13      - 5,328,580.142   657,945.295   MT  0.99990654   +1 34 44.0
 TG1821
 TG1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1821!SPC ND N     -   0.99988646  x   0.99993585  =   0.99982232
 TG1821!UTM  13      -   0.99988646  x   0.99990654  =   0.99979301
 TG1821
 TG1821|---------------------------------------------------------------------|
 TG1821| PID    Reference Object                     Distance      Geod. Az  |
 TG1821|                                                           dddmmss.s |
 TG1821| CQ8476 LONE BUTTE RM 2                       8.723 METERS 08226     |
 TG1821| TG1820 CHARLESTON                          APPROX. 2.2 KM 2362145.8 |
 TG1821| TG1823 GRINNELL RESET                      APPROX.11.0 KM 3282654.1 |
 TG1821| CQ8475 LONE BUTTE RM 1                       7.958 METERS 33730     |
 TG1821|---------------------------------------------------------------------|
 TG1821
 TG1821                          SUPERSEDED SURVEY CONTROL
 TG1821
 TG1821  NAD 83(1986)-  48 05 27.25371(N)    102 52 43.90291(W) AD(       ) 1
 TG1821  NAD 27      -  48 05 27.17600(N)    102 52 42.24000(W) AD(       ) 1
 TG1821
 TG1821.Superseded values are not recommended for survey control.
 TG1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1821.See file dsdata.txt to determine how the superseded data were derived.
 TG1821
 TG1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP5794528580(NAD 83)
 TG1821_MARKER: I = METAL ROD
 TG1821_SETTING: 0 = UNSPECIFIED SETTING
 TG1821
 TG1821  HISTORY     - Date     Condition        Report By
 TG1821  HISTORY     - 1945     MONUMENTED       MORC
 TG1821  HISTORY     - 1974     POOR             LOCENG
 TG1821
 TG1821                          STATION DESCRIPTION
 TG1821
 TG1821'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 TG1821'THE STATION IS LOCATED ABOUT 2 MILES NW OF THE SMALL VILLAGE OF
 TG1821'CHARLSON AND ON THE SUMMIT OF A PROMINENT KNOLL AND OVERLOOKS THE
 TG1821'MISSOURI RIVER TO THE N AND E.  IT IS 10.6 FEET S OF A STANDARD
 TG1821'WITNESS POST.  THE STATION IS A STANDARD MISSOURI RIVER COMMISSION
 TG1821'6-INCH PIPE THAT PROJECTS 3 INCHES.
 TG1821'
 TG1821'REFERENCE MARK 1 IS 26.11 FEET N OF THE STATION, 16 FEET N
 TG1821'OF A STANDARD WITNESS POST, AND 10 FEET S OF THE N EDGE OF THE
 TG1821'HILL.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LONE
 TG1821'BUTTE M R C NO 1 1945.  IT IS A BRONZE REFERENCE DISK SET IN
 TG1821'TOP OF A CONCRETE POST.
 TG1821'
 TG1821'REFERENCE MARK 2 IS 28.62 FEET ENE OF THE STATION AND ABOUT
 TG1821'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK
 TG1821'PROJECTS 2 INCHES AND THE DISK IS STAMPED LONE BUTTE M R C NO 2
 TG1821'1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1821'POST.
 TG1821'
 TG1821'TRIANGULATION STATION CHARLESTON WAS USED AS THE AZIMUTH MARK.
 TG1821'IT IS 1.5 MILES SW OF THE STATION AND ON THE SUMMIT OF A
 TG1821'PROMINENT KNOLL.
 TG1821'
 TG1821'TO REACH THE STATION FROM THE SMALL VILLAGE OF CHARLSON, GO
 TG1821'N AND W ON A TRACK ROAD FOR 1.4 MILES TO A CROSSROAD.  TURN RIGHT
 TG1821'AND GO 0.5 MILE TO A CATTLE GUARD.* CONTINUE ON FOR 1.2 MILES ON
 TG1821'MAIN-TRAVELED TRACK ROAD TO A TRACK ROAD JUST E OF AN EARTH DAM
 TG1821'ON THE LEFT, TURN LEFT AND GO N AND E ON TRACK ROAD FOR 0.6 MILE
 TG1821'TO THE SUMMIT OF A PROMINENT KNOLL AND STATION.
 TG1821'
 TG1821'*TO REACH TRIANGULATION STATION CHARLESTON (AZIMUTH MARK)
 TG1821'FROM THE CATTLE GUARD, GO N 0.05 MILE, THENCE LEFT ACROSS
 TG1821'PASTURE LAND FOR 0.5 MILE TO THE SUMMIT OF A PROMINENT KNOLL AND
 TG1821'STATION.
 TG1821'
 TG1821'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 TG1821
 TG1821                          STATION RECOVERY (1974)
 TG1821
 TG1821'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GV)
 TG1821'RECOVERED BY TOMUN ENG CO.
 TG1821'
 TG1821'U.S. MO. RIVER COMM. - CAP IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1826 ***********************************************************************
 TF1826  DESIGNATION -  LONE TREE
 TF1826  PID         -  TF1826
 TF1826  STATE/COUNTY-  ND/WARD
 TF1826  USGS QUAD   -  BERTHOLD (1980)
 TF1826
 TF1826                         *CURRENT SURVEY CONTROL
 TF1826  ___________________________________________________________________
 TF1826* NAD 83(1996)-  48 17 03.52090(N)    101 38 47.07220(W)     ADJUSTED  
 TF1826* NAVD 88     -       610.790  (meters)    2003.90   (feet)  ADJUSTED  
 TF1826  ___________________________________________________________________
 TF1826  LAPLACE CORR-          -7.88  (seconds)                    DEFLEC99
 TF1826  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 TF1826  DYNAMIC HT  -         610.891 (meters)    2004.23  (feet)  COMP
 TF1826  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TF1826
 TF1826  HORZ ORDER  -  SECOND
 TF1826  VERT ORDER  -  FIRST     CLASS II
 TF1826
 TF1826.The horizontal coordinates were established by classical geodetic methods
 TF1826.and adjusted by the National Geodetic Survey in January 1998..
 TF1826
 TF1826.The orthometric height was determined by differential leveling
 TF1826.and adjusted by the National Geodetic Survey in June 1991..
 TF1826
 TF1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1826
 TF1826.The geoid height was determined by GEOID03.
 TF1826
 TF1826.The dynamic height is computed by dividing the NAVD 88
 TF1826.geopotential number by the normal gravity value computed on the
 TF1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1826.degrees latitude (g = 980.6199 gals.).
 TF1826
 TF1826.The modeled gravity was interpolated from observed gravity values.
 TF1826
 TF1826;                    North         East     Units Scale Factor Converg.
 TF1826;SPC ND N     -   143,425.406   514,928.032   MT  0.99994190   -0 51 11.1
 TF1826;SPC ND N     -   470,555.79  1,689,396.43   iFT  0.99994190   -0 51 11.1
 TF1826;UTM  14      - 5,351,286.427   303,684.819   MT  1.00007355   -1 58 33.8
 TF1826
 TF1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1826!SPC ND N     -   0.99990734  x   0.99994190  =   0.99984925
 TF1826!UTM  14      -   0.99990734  x   1.00007355  =   0.99998088
 TF1826
 TF1826|---------------------------------------------------------------------|
 TF1826| PID    Reference Object                     Distance      Geod. Az  |
 TF1826|                                                           dddmmss.s |
 TF1826| TF2202 LONE TREE CONSOL SCHOOL BELFRY      297.233 METERS 06150     |
 TF1826| TF2200 DESLACS GREAT NORTHERN RR TANK      APPROX. 6.7 KM 1142805.2 |
 TF1826| CQ8477 LONE TREE RM 1                       25.092 METERS 18253     |
 TF1826| CQ8478 LONE TREE RM 3                       29.145 METERS 20412     |
 TF1826| TF1827 LONE TREE RM 2                       18.173 METERS 28325     |
 TF1826| TF2204 BERTHOLD MUNICIPAL TANK             APPROX. 7.6 KM 2960919.6 |
 TF1826| TF1825 LONE TREE AZ MK                                    2970806.0 |
 TF1826| TF2203 BERTHOLD PUBLIC SCHOOL BELFRY       APPROX. 7.7 KM 2971215.8 |
 TF1826|---------------------------------------------------------------------|
 TF1826
 TF1826                          SUPERSEDED SURVEY CONTROL
 TF1826
 TF1826  NAD 83(1986)-  48 17 03.52033(N)    101 38 47.06887(W) AD(       ) 2
 TF1826  NAD 27      -  48 17 03.48500(N)    101 38 45.48300(W) AD(       ) 2
 TF1826
 TF1826.Superseded values are not recommended for survey control.
 TF1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1826.See file dsdata.txt to determine how the superseded data were derived.
 TF1826
 TF1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0368551286(NAD 83)
 TF1826_MARKER: DS = TRIANGULATION STATION DISK
 TF1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1826_SP_SET: CONCRETE POST
 TF1826_STAMPING: LONE TREE 1946
 TF1826_MARK LOGO: CGS   
 TF1826_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1826+STABILITY: SURFACE MOTION
 TF1826
 TF1826  HISTORY     - Date     Condition        Report By
 TF1826  HISTORY     - 1946     MONUMENTED       CGS
 TF1826  HISTORY     - 1966     GOOD             CGS
 TF1826  HISTORY     - 1981     GOOD             NGS
 TF1826  HISTORY     - 1981     GOOD             NGS
 TF1826
 TF1826                          STATION DESCRIPTION
 TF1826
 TF1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF1826'THE STATION IS LOCATED ON THE WEST SIDE OF THE VILLAGE OF
 TF1826'LONETREE WHICH IS MILES WEST OF MINOT ON U.S. HIGHWAY NO. 2.
 TF1826'IT IS ABOUT 500 FEET WEST OF THE ELEVATOR, 160 SOUTH OF THE
 TF1826'MAIN LINE OF THE GREAT NORTHERN RAILROAD, 45 FEET NORTH OF
 TF1826'THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO. 2 AND 6.6
 TF1826'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 TF1826'AND THE DISK IS STAMPED LONE TREE 1946.
 TF1826'
 TF1826'REFERENCE MARK NO. 1 IS 82.32 FEET SOUTH-SOUTHEAST OF THE
 TF1826'STATION, 28 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF THE
 TF1826'HIGHWAY AND 1 FOOT NORTH OF A FENCE CORNER ON THE EDGE OF A
 TF1826'CUT BANK.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 TF1826'STAMPED LONE TREE NO 1 1946.
 TF1826'
 TF1826'REFERENCE MARK NO. 2 IS 59.62 FEET WEST OF THE STATION, 32
 TF1826'FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY AND
 TF1826'4 FEET EAST OF TELEPHONE POLE NO. 6.  THE MARK PROJECTS ABOUT
 TF1826'2 INCHES AND THE DISK IS STAMPED LONE TREE NO 2 1946.
 TF1826'
 TF1826'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE WEST OF THE STATION,
 TF1826'150 FEET SOUTHWEST OF A SWITCH BLOCK ON THE RAILROAD, 33 FEET
 TF1826'NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 3.6 FEET
 TF1826'EAST-NORTHEAST OF A WITNESS POST AND 2.6 FEET EAST-SOUTHEAST
 TF1826'OF A TELEPHONE POLE NO. 5.  THE MARK PROJECTS ABOUT 2 INCHES
 TF1826'AND THE DISK IS STAMPED LONE TREE 1946.
 TF1826'
 TF1826'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE HIGHWAY
 TF1826'0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 TF1826'
 TF1826'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 TF1826'U.S. HIGHWAY NO. 2 IN LONE TREE GO WEST ON THE HIGHWAY 0.2
 TF1826'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 TF1826'
 TF1826'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TF1826
 TF1826                          STATION RECOVERY (1966)
 TF1826
 TF1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TF1826'STATION RECOVERED AS DESCRIBED AND ALL MARKS, EXCEPT R.M. NO.
 TF1826'1, WERE FOUND IN GOOD CONDITION.  THIS MARK HAS BEEN DESTROYED
 TF1826'BY ROAD CONSTRUCTION.  ONE NEW REFERENCE MARK WAS ESTABLISHED
 TF1826'AT THIS TIME.
 TF1826'
 TF1826'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE BUT THE ROAD PAST
 TF1826'THE STATION IS NO LONGER DESIGNATED AS U.S. HIGHWAY 2.
 TF1826'
 TF1826'THE STATION IS 45 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD
 TF1826'AND 15.5 FEET NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS
 TF1826'1-INCH AND THE DISK IS STAMPED LONE TREE 1946.
 TF1826'
 TF1826'R.M. NO. 2 IS WEST OF THE STATION, 32 FEET NORTH OF THE CENTERLINE
 TF1826'OF THE ROAD AND 4 FEET EAST OF A TELEPHONE POLE.  THE MARK
 TF1826'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LONE TREE NO 2
 TF1826'1946.
 TF1826'
 TF1826'R.M. NO. 3 IS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 TF1826'15 FEET NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS 2
 TF1826'INCHES AND THE DISK IS STAMPED LONE TREE NO 3 1946 1966.
 TF1826'
 TF1826'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION, 33 FEET
 TF1826'NORTH OF THE CENTERLINE OF THE ROAD, 2.6 FEET EAST OF A
 TF1826'TELEPHONE POLE AND 1.5 FEET WEST OF A METAL WITNESS POST.
 TF1826'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LONE TREE
 TF1826'1946.
 TF1826'
 TF1826'R.M. NO. 2 TO R.M. NO. 3 = 102.78 FEET (31.327 METERS)
 TF1826'
 TF1826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LONE TREE
 TF1826
 TF1826                          STATION RECOVERY (1981)
 TF1826
 TF1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1826'6.8 KM (4.2 MI) WEST FROM DES LACS.
 TF1826'6.8 KM (4.2 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1826'THE STATION IN DES LACS, 29.6 METERS (97.1 FT) SOUTHWEST OF THE NEAR
 TF1826'RAIL AND 13.7 METERS (44.9 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 TF1826'ROAD 10.
 TF1826'THE MARK IS 3.0 METERS  NE FROM A WITNESS POST.
 TF1826'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TF1826
 TF1826                          STATION RECOVERY (1981)
 TF1826
 TF1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1825 ***********************************************************************
 TF1825  DESIGNATION -  LONE TREE AZ MK
 TF1825  PID         -  TF1825
 TF1825  STATE/COUNTY-  ND/WARD
 TF1825  USGS QUAD   -  BERTHOLD (1980)
 TF1825
 TF1825                         *CURRENT SURVEY CONTROL
 TF1825  ___________________________________________________________________
 TF1825* NAD 83(1986)-  48 17 10.     (N)    101 39 20.     (W)     SCALED    
 TF1825* NAVD 88     -       612.593  (meters)    2009.82   (feet)  ADJUSTED  
 TF1825  ___________________________________________________________________
 TF1825  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 TF1825  DYNAMIC HT  -         612.695 (meters)    2010.15  (feet)  COMP
 TF1825  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TF1825
 TF1825  VERT ORDER  -  FIRST     CLASS II
 TF1825
 TF1825.The horizontal coordinates were scaled from a topographic map and have
 TF1825.an estimated accuracy of +/- 6 seconds.
 TF1825
 TF1825.The orthometric height was determined by differential leveling
 TF1825.and adjusted by the National Geodetic Survey in June 1991..
 TF1825
 TF1825.The geoid height was determined by GEOID03.
 TF1825
 TF1825.The dynamic height is computed by dividing the NAVD 88
 TF1825.geopotential number by the normal gravity value computed on the
 TF1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1825.degrees latitude (g = 980.6199 gals.).
 TF1825
 TF1825.The modeled gravity was interpolated from observed gravity values.
 TF1825
 TF1825;                    North         East    Units  Estimated Accuracy
 TF1825;SPC ND N     -   143,640.      514,250.      MT  (+/- 180 meters Scaled)
 TF1825
 TF1825                          SUPERSEDED SURVEY CONTROL
 TF1825
 TF1825.No superseded survey control is available for this station.
 TF1825
 TF1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU030515(NAD 83)
 TF1825_MARKER: DZ = AZIMUTH MARK DISK
 TF1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1825_SP_SET: CONCRETE POST
 TF1825_STAMPING: LONE TREE 1946
 TF1825_MARK LOGO: CGS   
 TF1825_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1825+STABILITY: SURFACE MOTION
 TF1825
 TF1825  HISTORY     - Date     Condition        Report By
 TF1825  HISTORY     - 1946     MONUMENTED       CGS
 TF1825  HISTORY     - 1981     GOOD             NGS
 TF1825
 TF1825                          STATION DESCRIPTION
 TF1825
 TF1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1825'7.6 KM (4.7 MI) WEST FROM DES LACS.
 TF1825'7.6 KM (4.7 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1825'THE STATION IN DES LACS, 29.6 METERS (97.1 FT) SOUTHWEST OF THE NEAR
 TF1825'RAIL AND 11.0 METERS (36.1 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 TF1825'ROAD 14.
 TF1825'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2202 ***********************************************************************
 TF2202  DESIGNATION -  LONE TREE CONSOL SCHOOL BELFRY
 TF2202  PID         -  TF2202
 TF2202  STATE/COUNTY-  ND/WARD
 TF2202  USGS QUAD   -  BERTHOLD (1980)
 TF2202
 TF2202                         *CURRENT SURVEY CONTROL
 TF2202  ___________________________________________________________________
 TF2202* NAD 83(1996)-  48 17 08.06323(N)    101 38 34.36120(W)     ADJUSTED  
 TF2202* NAVD 88     -                                                        
 TF2202  ___________________________________________________________________
 TF2202  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 TF2202  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 TF2202
 TF2202  HORZ ORDER  -  THIRD
 TF2202
 TF2202.The horizontal coordinates were established by classical geodetic methods
 TF2202.and adjusted by the National Geodetic Survey in January 1998..
 TF2202
 TF2202
 TF2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2202
 TF2202.The geoid height was determined by GEOID03.
 TF2202
 TF2202;                    North         East     Units Scale Factor Converg.
 TF2202;SPC ND N     -   143,561.789   515,192.109   MT  0.99994198   -0 51 01.6
 TF2202;SPC ND N     -   471,003.24  1,690,262.82   iFT  0.99994198   -0 51 01.6
 TF2202;UTM  14      - 5,351,417.626   303,951.553   MT  1.00007226   -1 58 24.4
 TF2202
 TF2202                          SUPERSEDED SURVEY CONTROL
 TF2202
 TF2202  NAD 83(1986)-  48 17 08.06303(N)    101 38 34.35660(W) AD(       ) 4
 TF2202  NAD 27      -  48 17 08.02900(N)    101 38 32.77100(W) AD(       ) 3
 TF2202
 TF2202.Superseded values are not recommended for survey control.
 TF2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2202.See file dsdata.txt to determine how the superseded data were derived.
 TF2202
 TF2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0395251418(NAD 83)
 TF2202_MARKER: 75 = BELFRY
 TF2202
 TF2202  HISTORY     - Date     Condition        Report By
 TF2202  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2202
 TF2202                          STATION DESCRIPTION
 TF2202
 TF2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2202'THE SCHOOL BUILDING IS LOCATED IN THE VILLAGE OF LONETREE
 TF2202'ABOUT 120 FEET WEST OF MAIN STREET.
 TF2202'
 TF2202'IT IS A 3 STORY BRICK BUILDING 66 FEET LONG AND 32 FEET WIDE
 TF2202'FACING EAST.  THE BELFRY IS LOCATED ON THE EAST SIDE AT THE
 TF2202'CENTER OF THE BUILDING.  THE POINT INTERSECTED WAS THE FLAGPOLE
 TF2202'ON TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1827 ***********************************************************************
 TF1827  DESIGNATION -  LONE TREE RM 2
 TF1827  PID         -  TF1827
 TF1827  STATE/COUNTY-  ND/WARD
 TF1827  USGS QUAD   -  BERTHOLD (1980)
 TF1827
 TF1827                         *CURRENT SURVEY CONTROL
 TF1827  ___________________________________________________________________
 TF1827* NAD 83(1986)-  48 17 04.     (N)    101 38 46.     (W)     SCALED    
 TF1827* NAVD 88     -       610.412  (meters)    2002.66   (feet)  ADJUSTED  
 TF1827  ___________________________________________________________________
 TF1827  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 TF1827  DYNAMIC HT  -         610.513 (meters)    2002.99  (feet)  COMP
 TF1827  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 TF1827
 TF1827  VERT ORDER  -  FIRST     CLASS II
 TF1827
 TF1827.The horizontal coordinates were scaled from a topographic map and have
 TF1827.an estimated accuracy of +/- 6 seconds.
 TF1827
 TF1827.The orthometric height was determined by differential leveling
 TF1827.and adjusted by the National Geodetic Survey in June 1991..
 TF1827
 TF1827.The geoid height was determined by GEOID03.
 TF1827
 TF1827.The dynamic height is computed by dividing the NAVD 88
 TF1827.geopotential number by the normal gravity value computed on the
 TF1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1827.degrees latitude (g = 980.6199 gals.).
 TF1827
 TF1827.The modeled gravity was interpolated from observed gravity values.
 TF1827
 TF1827;                    North         East    Units  Estimated Accuracy
 TF1827;SPC ND N     -   143,440.      514,950.      MT  (+/- 180 meters Scaled)
 TF1827
 TF1827                          SUPERSEDED SURVEY CONTROL
 TF1827
 TF1827.No superseded survey control is available for this station.
 TF1827
 TF1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU037513(NAD 83)
 TF1827_MARKER: DR = REFERENCE MARK DISK
 TF1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1827_SP_SET: CONCRETE POST
 TF1827_STAMPING: LONE TREE NO 2 1946
 TF1827_MARK LOGO: CGS   
 TF1827_PROJECTION: PROJECTING 10 CENTIMETERS
 TF1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1827+STABILITY: SURFACE MOTION
 TF1827
 TF1827  HISTORY     - Date     Condition        Report By
 TF1827  HISTORY     - 1946     MONUMENTED       CGS
 TF1827  HISTORY     - 1981     GOOD             NGS
 TF1827
 TF1827                          STATION DESCRIPTION
 TF1827
 TF1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1827'6.8 KM (4.2 MI) WEST FROM DES LACS.
 TF1827'6.8 KM (4.2 MI) WESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1827'THE STATION IN DES LACS, 33.2 METERS (108.9 FT) SOUTHWEST OF THE NEAR
 TF1827'RAIL AND 9.8 METERS (32.2 FT) NORTHEAST OF THE CENTERLINE OF COUNTY
 TF1827'ROAD 10.
 TF1827'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0778 ***********************************************************************
 SO0778  DESIGNATION -  LONEY
 SO0778  PID         -  SO0778
 SO0778  STATE/COUNTY-  ND/DUNN
 SO0778  USGS QUAD   -  MANDAREE NE (1970)
 SO0778
 SO0778                         *CURRENT SURVEY CONTROL
 SO0778  ___________________________________________________________________
 SO0778* NAD 83(1996)-  47 40 34.72250(N)    102 30 24.42724(W)     ADJUSTED  
 SO0778* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 SO0778  ___________________________________________________________________
 SO0778  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 SO0778  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 SO0778
 SO0778  HORZ ORDER  -  FIRST
 SO0778
 SO0778.The horizontal coordinates were established by classical geodetic methods
 SO0778.and adjusted by the National Geodetic Survey in January 1998..
 SO0778
 SO0778.The orthometric height was scaled from a topographic map.
 SO0778
 SO0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0778
 SO0778.The geoid height was determined by GEOID03.
 SO0778
 SO0778;                    North         East     Units Scale Factor Converg.
 SO0778;SPC ND S     -   225,323.810   449,318.314   MT  1.00004398   -1 27 49.4
 SO0778;SPC ND S     -   739,251.35  1,474,141.45   iFT  1.00004398   -1 27 49.4
 SO0778;SPC ND N     -    77,156.118   449,331.472   MT  0.99996110   -1 29 35.9
 SO0778;SPC ND N     -   253,136.87  1,474,184.62   iFT  0.99996110   -1 29 35.9
 SO0778;UTM  13      - 5,283,335.925   687,137.563   MT  1.00003037   +1 50 38.0
 SO0778
 SO0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0778!SPC ND S     -   0.99988957  x   1.00004398  =   0.99993355
 SO0778!SPC ND N     -   0.99988957  x   0.99996110  =   0.99985068
 SO0778!UTM  13      -   0.99988957  x   1.00003037  =   0.99991994
 SO0778
 SO0778|---------------------------------------------------------------------|
 SO0778| PID    Reference Object                     Distance      Geod. Az  |
 SO0778|                                                           dddmmss.s |
 SO0778| CQ8480 LONEY RM 1                           16.791 METERS 04334     |
 SO0778| CQ8481 LONEY RM 2                           10.598 METERS 26444     |
 SO0778| CQ8479 LONEY AZ MK                                        3380247.4 |
 SO0778|---------------------------------------------------------------------|
 SO0778
 SO0778                          SUPERSEDED SURVEY CONTROL
 SO0778
 SO0778  NAD 83(1986)-  47 40 34.72005(N)    102 30 24.42422(W) AD(       ) 1
 SO0778  NAD 27      -  47 40 34.69800(N)    102 30 22.76500(W) AD(       ) 1
 SO0778
 SO0778.Superseded values are not recommended for survey control.
 SO0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0778.See file dsdata.txt to determine how the superseded data were derived.
 SO0778
 SO0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN8713883336(NAD 83)
 SO0778_MARKER: DS = TRIANGULATION STATION DISK
 SO0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0778
 SO0778  HISTORY     - Date     Condition        Report By
 SO0778  HISTORY     - 1946     MONUMENTED       CGS
 SO0778
 SO0778                          STATION DESCRIPTION
 SO0778
 SO0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SO0778'THE STATION IS LOCATED 25 MILES SOUTH OF SANISH, 18 MILES
 SO0778'NORTHWEST OF ELBOWOOD AND ABOUT 4 MILES SOUTH OF THE MISSOURI
 SO0778'RIVER.  IT IS LOCATED ON THE SUMMIT OF A PROMINENT HIGH RIDGE IN
 SO0778'PASTURE LAND AND 4-1/2 FEET WEST OF A WITNESS POST.  THE MARK IS
 SO0778'A 6-INCH STOVE PIPE FILLED WITH CONCRETE WITH A STANDARD STATION
 SO0778'MARK DISK IN THE TOP.  THE MARK PROJECTS 2 INCHES AND THE DISK
 SO0778'IS STAMPED LONEY 1946.
 SO0778'
 SO0778'REFERENCE MARK NO. 1 IS 55.09 FEET NORTHEAST OF THE STATION.
 SO0778'THE DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BED ROCK AND IS
 SO0778'FLUSH WITH THE GROUND.  THE DISK IS STAMPED LONEY NO 1 1946.
 SO0778'
 SO0778'REFERENCE MARK NO. 2 IS 34.77 FEET WEST-SOUTHWEST OF THE STATION
 SO0778'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 SO0778'THE DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BED ROCK WITH
 SO0778'A MASS OF CONCRETE AROUND THE DISK.  THE ROCK PROJECTS 1 FOOT
 SO0778'AND THE DISK IS STAMPED LONEY NO 2 1946.
 SO0778'
 SO0778'THE AZIMUTH MARK IS 0.7 MILE NORTH-NORTHWEST OF THE STATION,
 SO0778'27 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRADED DIRT
 SO0778'ROAD, 16 FEET EAST OF A TRACK ROAD AND 4 FEET EAST OF A WITNESS
 SO0778'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LONEY
 SO0778'1946.
 SO0778'
 SO0778'TO REACH THE STATION FROM THE SANISH POST OFFICE, GO WEST ON
 SO0778'STATE HIGHWAY 23 FOR 2.5 MILES (CROSSING THE MISSOURI RIVER) TO
 SO0778'A T ROAD LEFT AND A CATTLE GUARD, TURN LEFT AND FOLLOW MAIN
 SO0778'TRAVELED ROAD FOR 3.7 MILES TO A FORK IN ROAD JUST AFTER PASSING
 SO0778'A FARM HOUSE ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON TRACK
 SO0778'ROAD FOR 6.75 MILES TO A WIRE GATE AND A LOG FARM HOUSE ON
 SO0778'THE RIGHT, PASS THROUGH GATE AND GO 0.1 MILE TO ANOTHER WIRE
 SO0778'GATE, PASS THROUGH GATE AND CONTINUE ON SOUTH FOR 4.7 TO A
 SO0778'WIRE GATE, PASS THROUGH GATE AND CONTINUE ON FOR 6.4 MILES TO
 SO0778'A Y INTERSECTION.  HERE TURN RIGHT AND GO 0.95 MILE TO
 SO0778'SOUTHEAST FENCE CORNER AND A DIM TRACK ROAD TO THE SOUTHEAST,
 SO0778'GO SOUTHEAST ON TRACK ROAD FOR 1.2 MILES TO A WIRE GATE, PASS
 SO0778'THROUGH GATE AND CONTINUE ON SOUTH FOR 1.05 MILES TO AN
 SO0778'EAST-WEST GRADED DIRT ROAD, TURN LEFT ON GRADED DIRT ROAD
 SO0778'AND GO EAST FOR 3.5 MILES TO A TRACK ROAD RIGHT AND THE
 SO0778'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN RIGHT AND GO
 SO0778'SOUTH AND EAST ACROSS PASTURE LAND FOR 0.9 MILE TO THE SUMMIT
 SO0778'OF PROMINENT HILL AND STATION AS DESCRIBED.
 SO0778'
 SO0778'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0255 ***********************************************************************
 SN0255  DESIGNATION -  LONG
 SN0255  PID         -  SN0255
 SN0255  STATE/COUNTY-  ND/MCLEAN
 SN0255  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0255
 SN0255                         *CURRENT SURVEY CONTROL
 SN0255  ___________________________________________________________________
 SN0255* NAD 83(1996)-  47 43 45.90371(N)    100 53 38.45720(W)     ADJUSTED  
 SN0255* NAVD 88     -       627.303  (meters)    2058.08   (feet)  ADJUSTED  
 SN0255  ___________________________________________________________________
 SN0255  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 SN0255  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SN0255  DYNAMIC HT  -         627.364 (meters)    2058.28  (feet)  COMP
 SN0255  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN0255
 SN0255  HORZ ORDER  -  SECOND
 SN0255  VERT ORDER  -  SECOND    CLASS 0
 SN0255
 SN0255.The horizontal coordinates were established by classical geodetic methods
 SN0255.and adjusted by the National Geodetic Survey in January 1998..
 SN0255
 SN0255.The orthometric height was determined by differential leveling
 SN0255.and adjusted by the National Geodetic Survey in June 1991..
 SN0255
 SN0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0255
 SN0255.The geoid height was determined by GEOID03.
 SN0255
 SN0255.The dynamic height is computed by dividing the NAVD 88
 SN0255.geopotential number by the normal gravity value computed on the
 SN0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0255.degrees latitude (g = 980.6199 gals.).
 SN0255
 SN0255.The modeled gravity was interpolated from observed gravity values.
 SN0255
 SN0255;                    North         East     Units Scale Factor Converg.
 SN0255;SPC ND N     -    81,172.478   570,444.461   MT  0.99995497   -0 17 35.5
 SN0255;SPC ND N     -   266,313.90  1,871,536.95   iFT  0.99995497   -0 17 35.5
 SN0255;UTM  14      - 5,287,964.133   357,980.151   MT  0.99984786   -1 24 06.3
 SN0255
 SN0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0255!SPC ND N     -   0.99990495  x   0.99995497  =   0.99985993
 SN0255!UTM  14      -   0.99990495  x   0.99984786  =   0.99975283
 SN0255
 SN0255:                Primary Azimuth Mark                     Grid Az
 SN0255:SPC ND N     -  DOGDEN BUTTE BUR RECLA NE MAST           046 15 28.9
 SN0255:UTM  14      -  DOGDEN BUTTE BUR RECLA NE MAST           047 21 59.7
 SN0255
 SN0255|---------------------------------------------------------------------|
 SN0255| PID    Reference Object                     Distance      Geod. Az  |
 SN0255|                                                           dddmmss.s |
 SN0255| SN1613 DOGDEN BUTTE BUR RECLA NE MAST      APPROX.14.1 KM 0455753.4 |
 SN0255| SN0256 LONG RM 2                             7.856 METERS 15254     |
 SN0255| CO5919 LONG AZ MK                                         2741119.9 |
 SN0255| SN0254 LONG RM 1                            12.673 METERS 30740     |
 SN0255|---------------------------------------------------------------------|
 SN0255
 SN0255                          SUPERSEDED SURVEY CONTROL
 SN0255
 SN0255  NAD 83(1986)-  47 43 45.90574(N)    100 53 38.45202(W) AD(       ) 2
 SN0255  NAD 27      -  47 43 45.89870(N)    100 53 36.93510(W) AD(       ) 2
 SN0255  NGVD 29 (??/??/92)  626.899  (m)         2056.75   (f) ADJ UNCH    2 0
 SN0255
 SN0255.Superseded values are not recommended for survey control.
 SN0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0255.See file dsdata.txt to determine how the superseded data were derived.
 SN0255
 SN0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5798087964(NAD 83)
 SN0255_MARKER: DS = TRIANGULATION STATION DISK
 SN0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0255_STAMPING: LONG 1962
 SN0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0255+STABILITY: SURFACE MOTION
 SN0255
 SN0255  HISTORY     - Date     Condition        Report By
 SN0255  HISTORY     - 1962     MONUMENTED       CGS
 SN0255  HISTORY     - 1962     GOOD             CGS
 SN0255
 SN0255                          STATION DESCRIPTION
 SN0255
 SN0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0255'THE STATION IS LOCATED 1-3/4 MILES EAST AND 7-1/4 MILES SOUTH
 SN0255'OF THE TOWN OF RUSO, IN THE NE 1/4 OF SEC. 15, T149N, R80W, ON
 SN0255'A ROCKY KNOLL IN A PASTURE.
 SN0255'
 SN0255'TO REACH THE STATION FROM THE STORE AND FILLING STATION IN
 SN0255'RUSO, GO SOUTH ON STATE HIGHWAY 41 FOR 5.5 MILES TO SITE C-2
 SN0255'ON THE RIGHT.  CONTINUE SOUTH ON STATE HIGHWAY 41 FOR 1.7
 SN0255'MILES TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON THE
 SN0255'LEFT.  TURN LEFT INTO THE DRIVEWAY AND GO EAST 0.1 MILE PAST
 SN0255'THE HOUSE TO A GATE IN THE SOUTHEAST CORNER OF THE YARD.
 SN0255'PASS THROUGH THE GATE AND GO EAST ON A TRACK ROAD ON THE SOUTH
 SN0255'SIDE OF THE FENCE FOR 0.5 MILE TO A GATE.  PASS THROUGH THE
 SN0255'GATE AND CONTINUE EAST ON THE TRACK ROAD FOR 0.1 MILE.  HERE
 SN0255'LEAVE THE TRACK ROAD AND PICK YOUR WAY SOUTH FOR 0.1 MILE
 SN0255'TO THE FIRST SUMMIT AND THE STATION.
 SN0255'
 SN0255'THE STATION MARK IS A STANDARD DISK STAMPED LONG 1962 AND SET
 SN0255'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0255'4 INCHES.  IT IS 5.9 FEET WEST OF THE WITNESS POST.
 SN0255'
 SN0255'REFERENCE MARK NO. 1, STAMPED LONG NO 1 1962, IS A STANDARD
 SN0255'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0255'WHICH PROJECTS 4 INCHES.  IT IS 47.5 FEET NORTHWEST OF THE
 SN0255'WITNESS POST.
 SN0255'
 SN0255'REFERENCE MARK NO. 2, STAMPED LONG NO 2 1962, IS A STANDARD
 SN0255'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN0255'WHICH PROJECTS 3 INCHES.  IT IS 21.8 FEET SOUTHEAST OF THE
 SN0255'WITNESS POST.
 SN0255'
 SN0255'THE AZIMUTH MARK STAMPED LONG 1962 IS A STANDARD DISK SET IN
 SN0255'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0255'6 INCHES.  IT IS 46 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 SN0255'45 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 38 FEET
 SN0255'WEST OF A HIGHLINE POLE.
 SN0255'
 SN0255'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 65.80 FEET.
 SN0255
 SN0255                          STATION RECOVERY (1962)
 SN0255
 SN0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0255'8.4 MI S FROM RUSO.
 SN0255'ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0255'SOO LINE RAILROAD AT RUSO, THENCE 0.55 MILE EAST ALONG A TRACK ROAD,
 SN0255'THENCE 0.15 MILE SOUTH-SOUTHEAST ACROSS A PASTURE, ON THE CREST OF A
 SN0255'HILL, 41.0 FEET SOUTHEAST OF R. M. 1, 26.0 FEET NORTHWEST OF R. M. 2,
 SN0255'5.4 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SN0255'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0772 ***********************************************************************
 RR0772  DESIGNATION -  LONG
 RR0772  PID         -  RR0772
 RR0772  STATE/COUNTY-  ND/BURLEIGH
 RR0772  USGS QUAD   -  BRADDOCK NE (1975)
 RR0772
 RR0772                         *CURRENT SURVEY CONTROL
 RR0772  ___________________________________________________________________
 RR0772* NAD 83(1996)-  46 38 52.65987(N)    100 07 06.63818(W)     ADJUSTED  
 RR0772* NAVD 88     -       584.     (meters)    1916.     (feet)  SCALED    
 RR0772  ___________________________________________________________________
 RR0772  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RR0772  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 RR0772
 RR0772  HORZ ORDER  -  FIRST
 RR0772
 RR0772.The horizontal coordinates were established by classical geodetic methods
 RR0772.and adjusted by the National Geodetic Survey in January 1998..
 RR0772
 RR0772.The orthometric height was scaled from a topographic map.
 RR0772
 RR0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0772
 RR0772.The geoid height was determined by GEOID03.
 RR0772
 RR0772;                    North         East     Units Scale Factor Converg.
 RR0772;SPC ND S     -   109,147.974   629,202.746   MT  0.99994114   +0 16 41.7
 RR0772;SPC ND S     -   358,097.03  2,064,313.47   iFT  0.99994114   +0 16 41.7
 RR0772;UTM  14      - 5,166,652.045   414,407.975   MT  0.99969005   -0 48 48.1
 RR0772
 RR0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0772!SPC ND S     -   0.99991185  x   0.99994114  =   0.99985299
 RR0772!UTM  14      -   0.99991185  x   0.99969005  =   0.99960193
 RR0772
 RR0772:                Primary Azimuth Mark                     Grid Az
 RR0772:SPC ND S     -  BISMARCK FARGO AWY BN 62                 010 01 08.6
 RR0772:UTM  14      -  BISMARCK FARGO AWY BN 62                 011 06 38.4
 RR0772
 RR0772|---------------------------------------------------------------------|
 RR0772| PID    Reference Object                     Distance      Geod. Az  |
 RR0772|                                                           dddmmss.s |
 RR0772| RR0768 BISMARCK FARGO AWY BN 62            APPROX.20.4 KM 0101750.3 |
 RR0772| CO5914 LONG RM 1                             8.694 METERS 17721     |
 RR0772| CO5920 LONG 2 AZ MK                                       2055540.1 |
 RR0772| RR0771 LONG 2                               10.107 METERS 20556     |
 RR0772| CO5915 LONG RM 2                            12.416 METERS 26050     |
 RR0772| CO5913 LONG AZ MK                                         2702205.5 |
 RR0772|---------------------------------------------------------------------|
 RR0772
 RR0772                          SUPERSEDED SURVEY CONTROL
 RR0772
 RR0772  NAD 83(1986)-  46 38 52.64840(N)    100 07 06.62554(W) AD(       ) 1
 RR0772  NAD 27      -  46 38 52.69000(N)    100 07 05.21700(W) AD(       ) 1
 RR0772
 RR0772.Superseded values are not recommended for survey control.
 RR0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0772.See file dsdata.txt to determine how the superseded data were derived.
 RR0772
 RR0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1440866652(NAD 83)
 RR0772_MARKER: DS = TRIANGULATION STATION DISK
 RR0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0772
 RR0772  HISTORY     - Date     Condition        Report By
 RR0772  HISTORY     - 1948     MONUMENTED       CGS
 RR0772  HISTORY     - 1953     SEE DESCRIPTION  CGS
 RR0772
 RR0772                          STATION DESCRIPTION
 RR0772
 RR0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0772'STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF MOFFIT, 3 MILES
 RR0772'SOUTHEAST OF LONG LAKE, 1.9 MILES WEST OF BURLEIGH-KIDDER
 RR0772'COUNTY LINE, AND 1.0 MILE NORTH OF BURLEIGH-EMMONS COUNTY LINE.
 RR0772'IT IS ON THE SECTION LINE ROAD RIGHT-OF-WAY.
 RR0772'
 RR0772'TO REACH FROM THE RAILROAD DEPOT IN MOFFIT, GO SOUTH ON U.S.
 RR0772'HIGHWAY 83 1.2 MILES TO CROSSROADS, TURN LEFT AND GO EAST AND
 RR0772'SOUTH ON GRAVELED ROAD 3.8 MILES TO A T-INTERSECTION, TURN LEFT
 RR0772'AND GO EAST 4.85 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 RR0772'EAST 0.25 MILES TO STATION ON THE RIGHT OF THE ROAD.
 RR0772'
 RR0772'STATION IS 37 FEET SOUTH OF A SECTION LINE ROAD, 8 FEET NORTHWEST
 RR0772'OF A WITNESS POST, 7 FEET NORTH OF AN EAST-WEST FENCE LINE.
 RR0772'THE MARK IS A STANDARD STATION MARK DISK SET IN THE TOP OF A
 RR0772'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 RR0772'THE DISK IS STAMPED LONG 1948.
 RR0772'
 RR0772'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF A FENCE LINE.  THE
 RR0772'MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 RR0772'12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 RR0772'THE DISK IS STAMPED LONG NO 1 1948.
 RR0772'
 RR0772'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF A SECTION LINE ROAD,
 RR0772'AND IN AN EAST-WEST FENCE LINE.  THE MARK IS A STANDARD
 RR0772'REFERENCE MARK DISK SET IN THE TOP OF 12-INCH SQUARE CONCRETE
 RR0772'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED LONG
 RR0772'NO 1 1948.
 RR0772'
 RR0772'AZIMUTH MARK IS 0.25 MILE WEST OF STATION, 32 FEET SOUTH OF
 RR0772'A SECTION LINE ROAD, 5-1/2 FEET NORTH OF A WITNESS POST, AND
 RR0772'5-1/2 FEET NORTH OF A FENCE LINE.  THE MARK IS A STANDARD
 RR0772'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RR0772'POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RR0772'LONG 1948.
 RR0772'
 RR0772'A 4-FOOT STAND WILL SEE STATIONS DUEMELAND, TRAUTMAN, EXCELSIOR,
 RR0772'DE WALL, AND HOERR.
 RR0772'
 RR0772'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0772
 RR0772                          STATION RECOVERY (1953)
 RR0772
 RR0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 RR0772'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 RR0772'IN GOOD CONDITION.  NEW ROAD CONSTRUCTION WILL DESTROY THE
 RR0772'STATION AND AZIMUTH MARKS AND ONE REFERENCE MARK.  THESE MARKS
 RR0772'WERE MOVED AT THE REQUEST OF THE BURLEIGH COUNTY ENGINEER.  A NEW
 RR0772'STATION, LONG 2, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0825 ***********************************************************************
 RP0825  DESIGNATION -  LONG 2
 RP0825  PID         -  RP0825
 RP0825  STATE/COUNTY-  ND/SARGENT
 RP0825  USGS QUAD   -  HOVING (1962)
 RP0825
 RP0825                         *CURRENT SURVEY CONTROL
 RP0825  ___________________________________________________________________
 RP0825* NAD 83(1996)-  46 09 36.25922(N)    097 30 30.38083(W)     ADJUSTED  
 RP0825* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 RP0825  ___________________________________________________________________
 RP0825  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 RP0825  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 RP0825
 RP0825  HORZ ORDER  -  SECOND
 RP0825
 RP0825.The horizontal coordinates were established by classical geodetic methods
 RP0825.and adjusted by the National Geodetic Survey in January 1998..
 RP0825.No horizontal observational check was made to the station.
 RP0825
 RP0825.The orthometric height was scaled from a topographic map.
 RP0825
 RP0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0825
 RP0825.The geoid height was determined by GEOID03.
 RP0825
 RP0825;                    North         East     Units Scale Factor Converg.
 RP0825;SPC ND S     -    59,244.840   831,012.241   MT  1.00000465   +2 10 55.2
 RP0825;SPC ND S     -   194,372.83  2,726,418.11   iFT  1.00000465   +2 10 55.2
 RP0825;UTM  14      - 5,112,914.136   615,160.999   MT  0.99976303   +1 04 33.4
 RP0825
 RP0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0825!SPC ND S     -   0.99994646  x   1.00000465  =   0.99995111
 RP0825!UTM  14      -   0.99994646  x   0.99976303  =   0.99970950
 RP0825
 RP0825|---------------------------------------------------------------------|
 RP0825| PID    Reference Object                     Distance      Geod. Az  |
 RP0825|                                                           dddmmss.s |
 RP0825| RP0828 LONG RESET                           17.730 METERS 05214     |
 RP0825| CO5911 LONG RM 3                                          09013     |
 RP0825| CO5912 LONG RM 4                                          18138     |
 RP0825| CO5908 LONG AZ MK RESET                                   2321351.1 |
 RP0825| RP0834 FORMAN MUNICIPAL TANK               APPROX.11.4 KM 2402017.6 |
 RP0825|---------------------------------------------------------------------|
 RP0825
 RP0825                          SUPERSEDED SURVEY CONTROL
 RP0825
 RP0825  NAD 83(1986)-  46 09 36.25898(N)    097 30 30.37497(W) AD(       ) 2
 RP0825  NAD 27      -  46 09 36.39230(N)    097 30 29.03820(W) AD(       ) 2
 RP0825
 RP0825.Superseded values are not recommended for survey control.
 RP0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0825.See file dsdata.txt to determine how the superseded data were derived.
 RP0825
 RP0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1516112914(NAD 83)
 RP0825_MARKER: DS = TRIANGULATION STATION DISK
 RP0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0825
 RP0825  HISTORY     - Date     Condition        Report By
 RP0825  HISTORY     - 1958     MONUMENTED       CGS
 RP0825
 RP0825                          STATION DESCRIPTION
 RP0825
 RP0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RP0825'THE STATION IS LOCATED ON THE RIGHT OF WAY OF COUNTY ROUTE H,
 RP0825'ABOUT 7.5 MILES NORTH OF RUTLAND AND ABOUT 6 MILES EAST
 RP0825'AND 3.5 MILES NORTH OF FOREMAN.  IT IS 94 FEET WEST OF THE
 RP0825'CENTERLINE OF THE HIGHWAY, 38 FEET SOUTH OF A POWER LINE POLE
 RP0825'THAT IS NEAR A T-FENCE CORNER AND 1-3/4 FEET EAST OF THE RIGHT
 RP0825'OF WAY FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 RP0825'STAMPED LONG 2 1958.
 RP0825'
 RP0825'R.M. NO. 3 IS EAST OF THE STATION, 97 FEET EAST OF THE CENTERLINE
 RP0825'OF THE HIGHWAY, 44 FEET SOUTH OF THE CENTERLINE OF A FIELD
 RP0825'ROAD AND 2 FEET NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 RP0825'ABOUT 1 INCH AND THE DISK IS STAMPED LONG NO 3 1934-1954.
 RP0825'
 RP0825'R.M. NO. 4 IS SOUTH OF THE STATION, 95 FEET WEST OF THE CENTERLINE
 RP0825'OF THE HIGHWAY AND 1 FOOT EAST OF THE RIGHT OF WAY FENCE.
 RP0825'THE MARK IS FLUSH AND THE DISK IS STAMPED LONG NO 4 1934-1954.
 RP0825'
 RP0825'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION,
 RP0825'65 FEET NORTH OF THE CENTERLINE OF COUNTY ROUTE H, 63 FEET
 RP0825'EAST OF THE CENTERLINE OF A PRIVATE LANE LEADING NORTH AND
 RP0825'2 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 RP0825'AND THE DISK IS STAMPED LONG 2 AZI 1958.
 RP0825'
 RP0825'TO REACH THE STATION FROM FORMAN, FROM THE JUNCTION OF STATE
 RP0825'HIGHWAYS 11 AND 32, GO NORTH ON STATE HIGHWAY 32 FOR 3.0
 RP0825'MILES TO JUNCTION WITH COUNTY ROUTE H, TURN RIGHT AND GO EAST
 RP0825'FOR 5.2 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE
 RP0825'EAST FOR 0.6 MILE TO A T-INTERSECTION, TURN LEFT AND GO NORTH
 RP0825'FOR 0.45 MILE TO TOP OF RIDGE AND STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0771 ***********************************************************************
 RR0771  DESIGNATION -  LONG 2
 RR0771  PID         -  RR0771
 RR0771  STATE/COUNTY-  ND/BURLEIGH
 RR0771  USGS QUAD   -  BRADDOCK NE (1975)
 RR0771
 RR0771                         *CURRENT SURVEY CONTROL
 RR0771  ___________________________________________________________________
 RR0771* NAD 83(1996)-  46 38 52.36551(N)    100 07 06.84600(W)     ADJUSTED  
 RR0771* NAVD 88     -       603.9    (meters)    1981.     (feet)  VERTCON   
 RR0771  ___________________________________________________________________
 RR0771  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RR0771  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 RR0771
 RR0771  HORZ ORDER  -  SECOND
 RR0771
 RR0771.The horizontal coordinates were established by classical geodetic methods
 RR0771.and adjusted by the National Geodetic Survey in January 1998..
 RR0771
 RR0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0771
 RR0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0771
 RR0771.The geoid height was determined by GEOID03.
 RR0771
 RR0771;                    North         East     Units Scale Factor Converg.
 RR0771;SPC ND S     -   109,138.863   629,198.371   MT  0.99994114   +0 16 41.6
 RR0771;SPC ND S     -   358,067.14  2,064,299.12   iFT  0.99994114   +0 16 41.6
 RR0771;UTM  14      - 5,166,643.022   414,403.428   MT  0.99969006   -0 48 48.3
 RR0771
 RR0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0771!SPC ND S     -   0.99990879  x   0.99994114  =   0.99984994
 RR0771!UTM  14      -   0.99990879  x   0.99969006  =   0.99959888
 RR0771
 RR0771|---------------------------------------------------------------------|
 RR0771| PID    Reference Object                     Distance      Geod. Az  |
 RR0771|                                                           dddmmss.s |
 RR0771| RR0772 LONG                                 10.107 METERS 02556     |
 RR0771| CO5914 LONG RM 1                             4.837 METERS 08511     |
 RR0771| CO5920 LONG 2 AZ MK                                       2055535.3 |
 RR0771| RR0795 HAZELTON MUN WATER TANK             APPROX.21.8 KM 2140430.1 |
 RR0771| CO5921 LONG 2 RM 3                           8.839 METERS 27024     |
 RR0771|---------------------------------------------------------------------|
 RR0771
 RR0771                          SUPERSEDED SURVEY CONTROL
 RR0771
 RR0771  NAD 83(1986)-  46 38 52.35421(N)    100 07 06.83321(W) AD(       ) 2
 RR0771  NAD 27      -  46 38 52.39600(N)    100 07 05.42500(W) AD(       ) 2
 RR0771  NGVD 29 (07/19/86)  603.5    (m)         1980.     (f) VERT ANG       
 RR0771
 RR0771.Superseded values are not recommended for survey control.
 RR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0771.See file dsdata.txt to determine how the superseded data were derived.
 RR0771
 RR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1440366643(NAD 83)
 RR0771_MARKER: DS = TRIANGULATION STATION DISK
 RR0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0771
 RR0771  HISTORY     - Date     Condition        Report By
 RR0771  HISTORY     - 1953     MONUMENTED       CGS
 RR0771  HISTORY     - 1957     GOOD             CGS
 RR0771  HISTORY     - 1970     GOOD             USGS
 RR0771  HISTORY     - 1975     GOOD             USGS
 RR0771
 RR0771                          STATION DESCRIPTION
 RR0771
 RR0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (GCM)
 RR0771'STATION IS LOCATED ABOUT 8 AND 1/2 MILES EAST-SOUTHEAST OF
 RR0771'THE SMALL TOWN OF MOFFIT, ABOUT 2 MILES SOUTH OF LONG LAKE,
 RR0771'ABOUT 1 AND 3/4 MILES WEST OF THE BURLEIGH-KIDDER COUNTY LINE,
 RR0771'AND 1 MILE NORTH OF THE BURLEIGH-EMMONS COUNTY LINE IN SECTION
 RR0771'35, T. 137 N., R. 75 W., 67 FEET SOUTH OF THE CENTER OF
 RR0771'GRADED ROAD, AND 2.5 FEET SOUTHWEST OF WHITE WITNESS POST.
 RR0771'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED LONG 2 1953.
 RR0771'
 RR0771'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF THE CENTER OF
 RR0771'GRADED ROAD AND 14 FEET EAST OF WITNESS POST.  THE MARK
 RR0771'PROJECTS 8 INCHES AND THE DISK IS STAMPED LONG NO 1 1948.
 RR0771'
 RR0771'REFERENCE MARK NO. 3 IS 67 FEET SOUTH OF THE CENTER OF GRADED
 RR0771'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0771'LONG 2 NO 3 1953.
 RR0771'
 RR0771'AZIMUTH MARK IS 96 FEET WEST OF THE CENTER OF SECTION LINE
 RR0771'ROAD, 69 FEET WEST OF FENCE CORNER, AND 1 FOOT NORTH OF FENCE.
 RR0771'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LONG 2 1953.
 RR0771'
 RR0771'TO REACH THE STATION FROM THE RAILROAD STATION IN MOFFIT,
 RR0771'GO SOUTH ON U.S. HIGHWAY 83 FOR 1.2 MILES TO CROSSROADS AND A
 RR0771'NATIONAL REFUGE SIGN.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR
 RR0771'3.0 MILES TO THE NATIONAL GAME REFUGE HEADGUARTERS.  BEAR
 RR0771'TO THE RIGHT AND CONTINUE SOUTH ON THE MAIN ROAD FOR 0.9 MILE
 RR0771'TO A T-ROAD.  TURN LEFT AND GO EAST FOR 5.2 MILES TO THE HIGHEST
 RR0771'POINT AND THE STATION ON THE RIGHT.
 RR0771'
 RR0771'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2 MILE
 RR0771'TO CROSSROADS.  TURN LEFT AND GO SOUTH FOR 0.5 MILE TO THE
 RR0771'AZIMUTH MARK ON THE RIGHT.
 RR0771'
 RR0771'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0771
 RR0771                          STATION RECOVERY (1957)
 RR0771
 RR0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0771'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0771'WHEN THIS STATION WAS RECOVERED THE AZIMUTH MARK FOR STATION
 RR0771'LONG 1948 WAS FOUND LYING ON TOP OF THE GROUND.  SINCE STATION
 RR0771'LONG HAD BEEN DESTROYED, THE DISK WAS REMOVED FROM THE CONCRETE
 RR0771'POST.  THE 1953 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RR0771
 RR0771                          STATION RECOVERY (1970)
 RR0771
 RR0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0771'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION
 RR0771'AS DESCRIBED.
 RR0771'
 RR0771'THE 1953 DESCRIPTION IS SATISFACTORY.
 RR0771'
 RR0771'STANDARD BRACED TRIPOD USED.
 RR0771
 RR0771                          STATION RECOVERY (1975)
 RR0771
 RR0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD)
 RR0771'STATION, R.M. 1 AND R.M. 3 FOUND IN GOOD CONDITION AS DESCRIBED
 RR0771'AZIMUTH MARK S.F.N.F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0253 ***********************************************************************
 SN0253  DESIGNATION -  LONG AZ MK
 SN0253  PID         -  SN0253
 SN0253  STATE/COUNTY-  ND/MCLEAN
 SN0253  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0253
 SN0253                         *CURRENT SURVEY CONTROL
 SN0253  ___________________________________________________________________
 SN0253* NAD 83(1986)-  47 43 49.     (N)    100 54 25.     (W)     SCALED    
 SN0253* NAVD 88     -       593.141  (meters)    1946.00   (feet)  ADJUSTED  
 SN0253  ___________________________________________________________________
 SN0253  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN0253  DYNAMIC HT  -         593.198 (meters)    1946.18  (feet)  COMP
 SN0253  MODELED GRAV-     980,688.7   (mgal)                       NAVD 88
 SN0253
 SN0253  VERT ORDER  -  SECOND    CLASS 0
 SN0253
 SN0253.The horizontal coordinates were scaled from a topographic map and have
 SN0253.an estimated accuracy of +/- 6 seconds.
 SN0253
 SN0253.The orthometric height was determined by differential leveling
 SN0253.and adjusted by the National Geodetic Survey in June 1991..
 SN0253
 SN0253.The geoid height was determined by GEOID03.
 SN0253
 SN0253.The dynamic height is computed by dividing the NAVD 88
 SN0253.geopotential number by the normal gravity value computed on the
 SN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0253.degrees latitude (g = 980.6199 gals.).
 SN0253
 SN0253.The modeled gravity was interpolated from observed gravity values.
 SN0253
 SN0253;                    North         East    Units  Estimated Accuracy
 SN0253;SPC ND N     -    81,270.      569,480.      MT  (+/- 180 meters Scaled)
 SN0253
 SN0253                          SUPERSEDED SURVEY CONTROL
 SN0253
 SN0253  NGVD 29 (??/??/92)  592.735  (m)         1944.66   (f) ADJ UNCH    2 0
 SN0253
 SN0253.Superseded values are not recommended for survey control.
 SN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0253.See file dsdata.txt to determine how the superseded data were derived.
 SN0253
 SN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT570880(NAD 83)
 SN0253_MARKER: DZ = AZIMUTH MARK DISK
 SN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0253_STAMPING: LONG 1962
 SN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0253+STABILITY: SURFACE MOTION
 SN0253
 SN0253  HISTORY     - Date     Condition        Report By
 SN0253  HISTORY     - 1962     MONUMENTED       CGS
 SN0253
 SN0253                          STATION DESCRIPTION
 SN0253
 SN0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0253'7.7 MI S FROM RUSO.
 SN0253'ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0253'SOO LINE RAILROAD AT RUSO, 54 FEET WEST OF THE RIGHT OF WAY FENCE, 48
 SN0253'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY TO A TWO STORIED HOUSE, 44
 SN0253'FEET EAST OF THE CENTERLINE AND 6 FEET BELOW THE LEVEL OF THE HIGHWAY
 SN0253'AND 18 INCHES NORTH OF A METAL WITNESS POST.  SET IN A SQUARE TOPPED
 SN0253'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0377 ***********************************************************************
 RS0377  DESIGNATION -  LONG BUTTE
 RS0377  PID         -  RS0377
 RS0377  STATE/COUNTY-  ND/STARK
 RS0377  USGS QUAD   -  ANTELOPE (1973)
 RS0377
 RS0377                         *CURRENT SURVEY CONTROL
 RS0377  ___________________________________________________________________
 RS0377* NAD 83(1996)-  46 50 34.41253(N)    102 08 22.66529(W)     ADJUSTED  
 RS0377* NAVD 88     -       818.3    (meters)    2685.     (feet)  VERTCON   
 RS0377  ___________________________________________________________________
 RS0377  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 RS0377  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 RS0377
 RS0377  HORZ ORDER  -  FIRST
 RS0377
 RS0377.The horizontal coordinates were established by classical geodetic methods
 RS0377.and adjusted by the National Geodetic Survey in January 1998..
 RS0377
 RS0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0377
 RS0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0377
 RS0377.The geoid height was determined by GEOID03.
 RS0377
 RS0377;                    North         East     Units Scale Factor Converg.
 RS0377;SPC ND S     -   132,050.547   474,948.393   MT  0.99993586   -1 11 45.3
 RS0377;SPC ND S     -   433,236.70  1,558,229.64   iFT  0.99993586   -1 11 45.3
 RS0377;UTM  13      - 5,191,678.374   718,092.227   MT  1.00018465   +2 05 14.7
 RS0377
 RS0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0377!SPC ND S     -   0.99987467  x   0.99993586  =   0.99981054
 RS0377!UTM  13      -   0.99987467  x   1.00018465  =   1.00005930
 RS0377
 RS0377|---------------------------------------------------------------------|
 RS0377| PID    Reference Object                     Distance      Geod. Az  |
 RS0377|                                                           dddmmss.s |
 RS0377| CQ8487 LONG BUTTE RM 2                      13.992 METERS 03000     |
 RS0377| CQ8486 LONG BUTTE RM 1                       8.358 METERS 24614     |
 RS0377| CQ8485 LONG BUTTE AZ MK                                   2804813.8 |
 RS0377|---------------------------------------------------------------------|
 RS0377
 RS0377                          SUPERSEDED SURVEY CONTROL
 RS0377
 RS0377  NAD 83(1986)-  46 50 34.40712(N)    102 08 22.65798(W) AD(       ) 1
 RS0377  NAD 27      -  46 50 34.38700(N)    102 08 21.05800(W) AD(       ) 1
 RS0377  NGVD 29 (07/19/86)  817.8    (m)         2683.     (f) VERT ANG       
 RS0377
 RS0377.Superseded values are not recommended for survey control.
 RS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0377.See file dsdata.txt to determine how the superseded data were derived.
 RS0377
 RS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM1809291678(NAD 83)
 RS0377_MARKER: DS = TRIANGULATION STATION DISK
 RS0377_SETTING: 66 = SET IN ROCK OUTCROP
 RS0377
 RS0377  HISTORY     - Date     Condition        Report By
 RS0377  HISTORY     - 1951     MONUMENTED       CGS
 RS0377  HISTORY     - 1961     GOOD             CGS
 RS0377  HISTORY     - 1973     GOOD             USGS
 RS0377
 RS0377                          STATION DESCRIPTION
 RS0377
 RS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0377'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST AND 4 MILES SOUTH OF
 RS0377'HEBRON, AND ABOUT 3-1/4 MILES SOUTH OF U.S. HIGHWAY 10, ON THE
 RS0377'SUMMIT OF AND NEAR THE EAST END OF A PROMINENT BUTTE LOCALLY
 RS0377'KNOWN AS LONG BUTTE, AND ON LAND OWNED BY GOTTLIEB DIEDE.
 RS0377'IT IS ABOUT 200 FEET WEST OF A FENCE.
 RS0377'
 RS0377'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.25
 RS0377'MILE TO A POINT NEAR THE WEST END OF THE BUTTE AND THE MARK.
 RS0377'
 RS0377'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 RS0377'STAMPED LONG BUTTE 1951.
 RS0377'
 RS0377'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND THE DISK
 RS0377'IS STAMPED LONG BUTTE NO 1 1951.
 RS0377'
 RS0377'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND THE DISK
 RS0377'IS STAMPED LONG BUTTE NO 2 1951.
 RS0377'
 RS0377'THE AZIMUTH MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 RS0377'LONG BUTTE 1951.
 RS0377'
 RS0377'THE STATION AND THE REFERENCE MARKS ARE STANDARD DISKS SET
 RS0377'IN DRILLED HOLES IN OUTCROPPING BEDROCK.  THE AZIMUTH MARK
 RS0377'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 RS0377
 RS0377                          STATION RECOVERY (1961)
 RS0377
 RS0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RS0377'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RS0377'CONDITION.  TO REACH THE STATION FROM HEBRON, FROM THE JUNCTION
 RS0377'OF U.S. HIGHWAY 10 AND BYPASS AT WEST EDGE OF TOWN, GO WEST ON
 RS0377'U.S. HIGHWAY 10 FOR 4.3 MILES TO A SIDE ROAD LEFT, TURN LEFT
 RS0377'AND GO SOUTH FOR 3.0 MILES TO CROSSROADS, TURN LEFT AND GO EAST
 RS0377'FOR 0.85 MILE TO A FENCE CORNER ON THE RIGHT, TURN RIGHT AND
 RS0377'GO SOUTH ALONG WEST SIDE OF FENCE FOR ABOUT 100 FEET TO A
 RS0377'WIRE GATE ON THE LEFT, TURN LEFT THROUGH GATE AND GO SOUTHEAST
 RS0377'AND SOUTH ON DIM ROAD TO TOP OF BUTTE THRN SOUTH ACROSS BUTTE
 RS0377'TO STATION.  THE DISTANCE FROM WIRE GATE TO STATION IS ABOUT
 RS0377'0.55 MILE.
 RS0377
 RS0377                          STATION RECOVERY (1973)
 RS0377
 RS0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (BFD)
 RS0377'TO REACH THE STATION FROM THE RAILWAY STATION IN HEBRON GO
 RS0377'WEST ON MAIN STREET AND OLD U.S. HWY. 10 FOR 2.45 MI. TO A
 RS0377'X-RD. TURN LEFT AND GO SOUTH ON MAIN RD. FOR 3.3 MI. TO A T-RD
 RS0377'W, TURN RIGHT AND GO WEST ON MAIN TRACK RD. FOR 2.0 MI. TO A GATE,
 RS0377'PASS THRU GATE AND TURN LEFT AND GO SOUTH ACROSS COUNTRY FOR
 RS0377'ABOUT 0.5 MI. TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0828 ***********************************************************************
 RP0828  DESIGNATION -  LONG RESET
 RP0828  PID         -  RP0828
 RP0828  STATE/COUNTY-  ND/SARGENT
 RP0828  USGS QUAD   -  HOVING (1962)
 RP0828
 RP0828                         *CURRENT SURVEY CONTROL
 RP0828  ___________________________________________________________________
 RP0828* NAD 83(1996)-  46 09 36.61091(N)    097 30 29.72757(W)     ADJUSTED  
 RP0828* NAVD 88     -       366.40   (+/-2cm)    1202.1    (feet)  VERTCON   
 RP0828  ___________________________________________________________________
 RP0828  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 RP0828  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 RP0828
 RP0828  HORZ ORDER  -  FIRST
 RP0828  VERT ORDER  -  THIRD ? (See Below)
 RP0828
 RP0828.The horizontal coordinates were established by classical geodetic methods
 RP0828.and adjusted by the National Geodetic Survey in January 1998..
 RP0828
 RP0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0828.The vertical order pertains to the NGVD 29 superseded value.
 RP0828
 RP0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0828
 RP0828.The geoid height was determined by GEOID03.
 RP0828
 RP0828;                    North         East     Units Scale Factor Converg.
 RP0828;SPC ND S     -    59,256.225   831,025.833   MT  1.00000463   +2 10 55.6
 RP0828;SPC ND S     -   194,410.19  2,726,462.71   iFT  1.00000463   +2 10 55.6
 RP0828;UTM  14      - 5,112,925.253   615,174.806   MT  0.99976307   +1 04 33.9
 RP0828
 RP0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0828!SPC ND S     -   0.99994659  x   1.00000463  =   0.99995122
 RP0828!UTM  14      -   0.99994659  x   0.99976307  =   0.99970968
 RP0828
 RP0828|---------------------------------------------------------------------|
 RP0828| PID    Reference Object                     Distance      Geod. Az  |
 RP0828|                                                           dddmmss.s |
 RP0828| CO5909 LONG RM 1                            39.020 METERS 00644     |
 RP0828| RP0808 CHURCH SPIRE NW OF CAYUGA           APPROX. 4.8 KM 0800936.7 |
 RP0828| CO5911 LONG RM 3                            45.616 METERS 10405     |
 RP0828| CO5910 LONG RM 2                            35.185 METERS 17424     |
 RP0828| CO5912 LONG RM 4                            34.229 METERS 20513     |
 RP0828| CO5908 LONG AZ MK RESET                                   2321353.4 |
 RP0828| RP0825 LONG 2                               17.730 METERS 23214     |
 RP0828| RP0834 FORMAN MUNICIPAL TANK               APPROX.11.4 KM 2401932.7 |
 RP0828| RP0838 GWINNER MUNICIPAL TANK              APPROX.14.0 KM 3015318.1 |
 RP0828|---------------------------------------------------------------------|
 RP0828
 RP0828                          SUPERSEDED SURVEY CONTROL
 RP0828
 RP0828  NAD 83(1986)-  46 09 36.61066(N)    097 30 29.72172(W) AD(       ) 1
 RP0828  NAD 27      -  46 09 36.74400(N)    097 30 28.38500(W) AD(       ) 1
 RP0828  NGVD 29 (07/19/86)  366.12   (m)         1201.2    (f) LEVELING    3  
 RP0828
 RP0828.Superseded values are not recommended for survey control.
 RP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0828.See file dsdata.txt to determine how the superseded data were derived.
 RP0828
 RP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1517512925(NAD 83)
 RP0828_MARKER: DS = TRIANGULATION STATION DISK
 RP0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0828
 RP0828  HISTORY     - Date     Condition        Report By
 RP0828  HISTORY     - 1934     MONUMENTED       CGS
 RP0828  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RP0828  HISTORY     - 1958     SEE DESCRIPTION  CGS
 RP0828
 RP0828                          STATION DESCRIPTION
 RP0828
 RP0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0828'STATION IS LOCATED IN THE SE CORNER OF THE SE 1/4 OF THE NE
 RP0828'1/4 OF SEC. 13, T 131 N, R 55 W, ON THE W SIDE OF THE ROAD
 RP0828'WHERE A NEW GRADED ROAD CROSSES OVER THE TOP OF RIDGE.  HIGHEST
 RP0828'GROUND IN VICINITY.  ABOUT 7.5 MILES N OF RUTLAND AND 6 MILES
 RP0828'E AND 3.5 MILES N OF FORMAN.  MARK IS SET 45 FEET W OF CENTER
 RP0828'LINE OF ROAD, 5 FEET S OF E-W FENCE LINE.
 RP0828'
 RP0828'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RP0828'BRONZE DISKS SET IN CONCRETE.
 RP0828'
 RP0828'REFERENCE MARK NO. 1 IS N OF STATION 39.020 METERS, 128.02
 RP0828'FEET, SET IN N-S FENCE LINE 30 FEET W OF CENTER LINE OF ROAD.
 RP0828'
 RP0828'REFERENCE MARK NO. 2 IS S OF STATION 35.185 METERS, 115.44
 RP0828'FEET, SET IN N-S FENCE LINE 30 FEET W OF CENTER LINE OF ROAD.
 RP0828'
 RP0828'AZIMUTH MARK IS ABOUT 0.7 MILE SW OF STATION.  MARK IS REACHED
 RP0828'BY GOING S FROM STATION 0.45 MILE, THENCE W 0.6 MILE TO MARK
 RP0828'ON N SIDE OF ROAD.  MARK IS SET 31 FEET N OF CENTER LINE OF
 RP0828'ROAD, 21 FEET E OF CENTER LINE OF LANE LEADING TO FARMHOUSE.
 RP0828'
 RP0828'STATION IS REACHED FROM RUTLAND RAILROAD DEPOT BY GOING N ON
 RP0828'GRAVELED ROAD 3.4 MILES TO WHERE STATE HIGHWAY 11 TURNS W,
 RP0828'CONTINUE N ON GRAVELED ROAD 1.3 MILES TO WHERE ROAD TURNS E,
 RP0828'CONTINUE N ON DIRT ROAD 2.0 MILES TO T-FORKS IN A DRY POND,
 RP0828'CONTINUE N 0.45 MILE TO TOP OF RIDGE AND STATION ON W SIDE
 RP0828'OF ROAD.
 RP0828'
 RP0828'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 RP0828
 RP0828                          STATION RECOVERY (1954)
 RP0828
 RP0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0828'THE SUB-SURFACE MARK AND THE AZIMUTH MARK WERE RECOVERED
 RP0828'AS DESCRIBED.  THE SURFACE STATION MARK AND REFERENCE MARKS
 RP0828'NO. 1 AND NO. 2 HAVE BEEN DESTROYED BY ROAD MACHINERY.  A NEW
 RP0828'STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED
 RP0828'AT THIS OCCUPATION.
 RP0828'
 RP0828'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 11
 RP0828'AND 32 IN FORMAN, GO NORTH ON STATE HIGHWAY 32 FOR 3 MILES
 RP0828'TO CROSSROADS.  TURN RIGHT ON COUNTY ROAD H FOR 5.2 MILES
 RP0828'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.6 MILE
 RP0828'TO A Y-INTERSECTION AND THE END OF COUNTY ROAD H.  GO NORTH
 RP0828'ON THE LEFT FORK OF THE INTERSECTION FOR 0.45 MILE TO THE
 RP0828'SUMMIT OF A LOW RIDGE AND THE STATION SITE ON THE LEFT.
 RP0828'
 RP0828'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0828'POST 18 INCHES BELOW THE SURFACE.  IT IS 48 FEET EAST OF THE
 RP0828'WEST ROAD RIGHT-OF-WAY FENCE, POWER POLE AND T-TYPE FENCE
 RP0828'CORNER AND 45 FEET WEST OF THE CENTERLINE OF THE ROAD AT
 RP0828'INTERSECTION WITH A TRACK FIELD LANE LEADING EAST.  THE
 RP0828'MARK IS STAMPED LONG 1934 1954.
 RP0828'
 RP0828'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0828'POST PROJECTING 2 INCHES.  IT IS 103 FEET EAST OF THE CENTERLINE
 RP0828'OF THE ROAD, 44 FEET SOUTH OF THE CENTER OF A TRACK LANE,
 RP0828'36 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF THE EAST,
 RP0828'ROAD RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A TELEPHONE POLE
 RP0828'AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK IS STAMPED LONG
 RP0828'NO 3 1934 1954.
 RP0828'
 RP0828'REFERENCE MARK NO. 4 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0828'POST PROJECTING 2 INCHES.  IT IS 93 FEET WEST OF THE CENTERLINE
 RP0828'OF THE ROAD, 1.5 FEET NORTH OF A WITNESS POST, AND 1.5 FEET
 RP0828'EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE MARK IS STAMPED
 RP0828'LONG NO 4 1934 1954.
 RP0828'
 RP0828'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0828'POST PROJECTING 1 INCH.  IT IS 19 FEET EAST OF THE CENTERLINE
 RP0828'OF A DRIVEWAY LEADING TO A FARM HOUSE, 31 FEET NORTH OF THE
 RP0828'CENTERLINE OF COUNTY ROAD H AND 0.5 FOOT NORTHEAST OF A WITNESS
 RP0828'POST.  THE MARK IS STAMPED LONG AZI 1934.
 RP0828
 RP0828                          STATION RECOVERY (1958)
 RP0828
 RP0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RP0828'STATION RECOVERED AS DESCRIBED IN 1954 AND ALL MARKS FOUND IN
 RP0828'GOOD CONDITION.
 RP0828'
 RP0828'A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY DEPARTMENT TO
 RP0828'MOVE THE AZIMUTH MARK OUT OF THE WAY OF HIGHWAY CONSTRUCTION.
 RP0828'UPON RECOVERY IT WAS FOUND THAT THE STATION MARK WAS ALSO IN
 RP0828'THE WAY OF CONSTRUCTION.  THE STATION WAS DESTROYED AND A NEW
 RP0828'STATION WAS ESTABLISHED IN THE VICINITY.  SEE DESCRIPTION
 RP0828'OF STATION LONG 2.
 RP0828'
 RP0828'STATION LONG 2 WAS SET ON LINE TOWARD THE AZIMUTH MARK AND
 RP0828'IS 58.170 FEET SW OF THE ORIGINAL LOCATION OF STATION LONG.
 RP0828'
 RP0828'THE NEW AZIMUTH MARK WAS SET ON LINE TOWARD THE STATION AND IS
 RP0828'54.295 FEET NE OF THE ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0254 ***********************************************************************
 SN0254  DESIGNATION -  LONG RM 1
 SN0254  PID         -  SN0254
 SN0254  STATE/COUNTY-  ND/MCLEAN
 SN0254  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0254
 SN0254                         *CURRENT SURVEY CONTROL
 SN0254  ___________________________________________________________________
 SN0254* NAD 83(1986)-  47 43 45.     (N)    100 53 38.     (W)     SCALED    
 SN0254* NAVD 88     -       626.629  (meters)    2055.87   (feet)  ADJUSTED  
 SN0254  ___________________________________________________________________
 SN0254  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SN0254  DYNAMIC HT  -         626.689 (meters)    2056.06  (feet)  COMP
 SN0254  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN0254
 SN0254  VERT ORDER  -  SECOND    CLASS 0
 SN0254
 SN0254.The horizontal coordinates were scaled from a topographic map and have
 SN0254.an estimated accuracy of +/- 6 seconds.
 SN0254
 SN0254.The orthometric height was determined by differential leveling
 SN0254.and adjusted by the National Geodetic Survey in June 1991..
 SN0254
 SN0254.The geoid height was determined by GEOID03.
 SN0254
 SN0254.The dynamic height is computed by dividing the NAVD 88
 SN0254.geopotential number by the normal gravity value computed on the
 SN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0254.degrees latitude (g = 980.6199 gals.).
 SN0254
 SN0254.The modeled gravity was interpolated from observed gravity values.
 SN0254
 SN0254;                    North         East    Units  Estimated Accuracy
 SN0254;SPC ND N     -    81,150.      570,450.      MT  (+/- 180 meters Scaled)
 SN0254
 SN0254                          SUPERSEDED SURVEY CONTROL
 SN0254
 SN0254  NGVD 29 (??/??/92)  626.225  (m)         2054.54   (f) ADJ UNCH    2 0
 SN0254
 SN0254.Superseded values are not recommended for survey control.
 SN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0254.See file dsdata.txt to determine how the superseded data were derived.
 SN0254
 SN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT579879(NAD 83)
 SN0254_MARKER: DR = REFERENCE MARK DISK
 SN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0254_STAMPING: LONG NO 1 1962
 SN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0254+STABILITY: SURFACE MOTION
 SN0254
 SN0254  HISTORY     - Date     Condition        Report By
 SN0254  HISTORY     - 1962     MONUMENTED       CGS
 SN0254
 SN0254                          STATION DESCRIPTION
 SN0254
 SN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0254'8.4 MI S FROM RUSO.
 SN0254'ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0254'SOO LINE RAILROAD AT RUSO, THENCE 0.55 MILE EAST ALONG A TRACK ROAD,
 SN0254'THENCE 0.15 MILE SOUTH-SOUTHEAST ACROSS A PASTURE, 66.0 FEET SOUTHEAST
 SN0254'OF R. M. 2, 26.0 FEET SOUTHEAST OF THE STATION LONG 1962, AND SET IN
 SN0254'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0256 ***********************************************************************
 SN0256  DESIGNATION -  LONG RM 2
 SN0256  PID         -  SN0256
 SN0256  STATE/COUNTY-  ND/MCLEAN
 SN0256  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0256
 SN0256                         *CURRENT SURVEY CONTROL
 SN0256  ___________________________________________________________________
 SN0256* NAD 83(1986)-  47 43 45.     (N)    100 53 38.     (W)     SCALED    
 SN0256* NAVD 88     -       627.266  (meters)    2057.96   (feet)  ADJUSTED  
 SN0256  ___________________________________________________________________
 SN0256  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 SN0256  DYNAMIC HT  -         627.327 (meters)    2058.16  (feet)  COMP
 SN0256  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SN0256
 SN0256  VERT ORDER  -  SECOND    CLASS 0
 SN0256
 SN0256.The horizontal coordinates were scaled from a topographic map and have
 SN0256.an estimated accuracy of +/- 6 seconds.
 SN0256
 SN0256.The orthometric height was determined by differential leveling
 SN0256.and adjusted by the National Geodetic Survey in June 1991..
 SN0256
 SN0256.The geoid height was determined by GEOID03.
 SN0256
 SN0256.The dynamic height is computed by dividing the NAVD 88
 SN0256.geopotential number by the normal gravity value computed on the
 SN0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0256.degrees latitude (g = 980.6199 gals.).
 SN0256
 SN0256.The modeled gravity was interpolated from observed gravity values.
 SN0256
 SN0256;                    North         East    Units  Estimated Accuracy
 SN0256;SPC ND N     -    81,150.      570,450.      MT  (+/- 180 meters Scaled)
 SN0256
 SN0256                          SUPERSEDED SURVEY CONTROL
 SN0256
 SN0256  NGVD 29 (??/??/92)  626.862  (m)         2056.63   (f) ADJ UNCH    2 0
 SN0256
 SN0256.Superseded values are not recommended for survey control.
 SN0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0256.See file dsdata.txt to determine how the superseded data were derived.
 SN0256
 SN0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT579879(NAD 83)
 SN0256_MARKER: DR = REFERENCE MARK DISK
 SN0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0256_STAMPING: LONG NO 2 1962
 SN0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0256+STABILITY: SURFACE MOTION
 SN0256
 SN0256  HISTORY     - Date     Condition        Report By
 SN0256  HISTORY     - 1962     MONUMENTED       CGS
 SN0256
 SN0256                          STATION DESCRIPTION
 SN0256
 SN0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0256'8.4 MI S FROM RUSO.
 SN0256'ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE CROSSING OF THE
 SN0256'SOO LINE RAILROAD AT RUSO, THENCE 0.55 MILE EAST ALONG A TRACK ROAD,
 SN0256'THENCE 0.15 MILE SOUTH-SOUTHEAST ACROSS A PASTURE, ON THE CREST OF A
 SN0256'HILL, 66.0 FEET NORTHWEST OF R. M. 1, 41.0 FEET NORTHWEST OF THE
 SN0256'STATION LONG 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0256'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2234 ***********************************************************************
 TF2234  DESIGNATION -  LORAINE
 TF2234  PID         -  TF2234
 TF2234  STATE/COUNTY-  ND/RENVILLE
 TF2234  USGS QUAD   -  MOHALL (1980)
 TF2234
 TF2234                         *CURRENT SURVEY CONTROL
 TF2234  ___________________________________________________________________
 TF2234* NAD 83(1996)-  48 49 49.45907(N)    101 35 02.47757(W)     ADJUSTED  
 TF2234* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 TF2234  ___________________________________________________________________
 TF2234  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 TF2234  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF2234
 TF2234  HORZ ORDER  -  SECOND
 TF2234
 TF2234.The horizontal coordinates were established by classical geodetic methods
 TF2234.and adjusted by the National Geodetic Survey in January 1998..
 TF2234
 TF2234.The orthometric height was scaled from a topographic map.
 TF2234
 TF2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2234
 TF2234.The geoid height was determined by GEOID03.
 TF2234
 TF2234;                    North         East     Units Scale Factor Converg.
 TF2234;SPC ND N     -   204,077.009   520,412.224   MT  1.00002070   -0 48 24.0
 TF2234;SPC ND N     -   669,543.99  1,707,389.19   iFT  1.00002070   -0 48 24.0
 TF2234;UTM  14      - 5,411,823.032   310,365.782   MT  1.00004181   -1 56 44.6
 TF2234
 TF2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2234!SPC ND N     -   0.99992373  x   1.00002070  =   0.99994443
 TF2234!UTM  14      -   0.99992373  x   1.00004181  =   0.99996554
 TF2234
 TF2234:                Primary Azimuth Mark                     Grid Az
 TF2234:SPC ND N     -  LORAINE AZ MK                            001 05 24.5
 TF2234:UTM  14      -  LORAINE AZ MK                            002 13 45.1
 TF2234
 TF2234|---------------------------------------------------------------------|
 TF2234| PID    Reference Object                     Distance      Geod. Az  |
 TF2234|                                                           dddmmss.s |
 TF2234| CQ8488 LORAINE AZ MK                                      0001700.5 |
 TF2234| CQ8489 LORAINE RM 1                         35.198 METERS 00620     |
 TF2234| CQ8490 LORAINE RM 2                         47.415 METERS 17508     |
 TF2234|---------------------------------------------------------------------|
 TF2234
 TF2234                          SUPERSEDED SURVEY CONTROL
 TF2234
 TF2234  NAD 83(1986)-  48 49 49.45489(N)    101 35 02.47197(W) AD(       ) 2
 TF2234  NAD 27      -  48 49 49.37490(N)    101 35 00.89370(W) AD(       ) 2
 TF2234
 TF2234.Superseded values are not recommended for survey control.
 TF2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2234.See file dsdata.txt to determine how the superseded data were derived.
 TF2234
 TF2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1036611823(NAD 83)
 TF2234_MARKER: DS = TRIANGULATION STATION DISK
 TF2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2234
 TF2234  HISTORY     - Date     Condition        Report By
 TF2234  HISTORY     - 1963     MONUMENTED       CGS
 TF2234
 TF2234                          STATION DESCRIPTION
 TF2234
 TF2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2234'THE STATION IS LOCATED 4-1/2 MILES NORTH AND 3-1/4 MILES
 TF2234'EAST OF MOHALL, ON THE RIGHT-OF-WAY OF A NORTH SOUTH SECTION
 TF2234'LINE ROAD.  IT IS IN THE NW 1/4 OF SECTION 28, T. 162 N.,
 TF2234'R. 84 W.
 TF2234'
 TF2234'TO REACH FROM MOHALL, FROM THE ROAD AND RAILROAD CROSSING
 TF2234'SOUTH OF THE DEPOT, GO WEST ON STATE HIGHWAY 5 FOR 3.2 MILES
 TF2234'TO A CROSSROAD, TURN RIGHT, GO NORTH ON GRAVELED ROAD FOR
 TF2234'4.65 MILES TO A DRIVEWAY ON THE RIGHT AND THE STATION.  (CONTINUE
 TF2234'NORTH FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 TF2234'
 TF2234'THE STATION MARK IS A STANDARD DISK, STAMPED LORAINE 1963,
 TF2234'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 TF2234'PROJECTS 1-INCH.  IT IS 47 FEET EAST OF THE CENTER OF A GRAVELED
 TF2234'ROAD, 27 FEET SOUTH OF THE CENTER OF A DRIVE WAY AND 14.2 FEET
 TF2234'WEST-NORTHWEST OF A METAL WITNESS POST.
 TF2234'
 TF2234'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED LORAINE NO 1
 TF2234'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2234'THAT PROJECTS 4-INCHES.  IT IS 59 FEET EAST OF THE CENTER
 TF2234'OF A GRAVELED ROAD, 118 FEET NORTH OF THE WITNESS POST AND
 TF2234'1 FOOT WEST OF A WIRE FENCE.
 TF2234'
 TF2234'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED LORAINE NO 2
 TF2234'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2234'THAT PROJECTS 4-INCHES.  IT IS 152 FEET SOUTH OF THE WITNESS
 TF2234'POST, 2 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 TF2234'WIRE FENCE.
 TF2234'
 TF2234'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LORAINE 1963,
 TF2234'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 TF2234'PROJECTS 5-INCHES.  IT IS 58 FEET EAST OF THE CENTER OF A
 TF2234'GRAVELED ROAD, 2 FEET WEST OF A TELEPHONE POLE AND 1.3 FEET
 TF2234'SOUTHWEST OF THE WITNESS POST.
 TF2234'
 TF2234'MEASURED DISTANCE BETWEEN REFERENCE MARK NO 1 AND REFERENCE
 TF2234'MARK NO 2 IS 270.58 FEET OR 82.472 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1757 ***********************************************************************
 TG1757  DESIGNATION -  LOST
 TG1757  PID         -  TG1757
 TG1757  STATE/COUNTY-  ND/BURKE
 TG1757  USGS QUAD   -  THOMPSON LAKE (1974)
 TG1757
 TG1757                         *CURRENT SURVEY CONTROL
 TG1757  ___________________________________________________________________
 TG1757* NAD 83(1996)-  48 39 06.92787(N)    102 27 34.03890(W)     ADJUSTED  
 TG1757* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 TG1757  ___________________________________________________________________
 TG1757  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 TG1757  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG1757
 TG1757  HORZ ORDER  -  FIRST
 TG1757
 TG1757.The horizontal coordinates were established by classical geodetic methods
 TG1757.and adjusted by the National Geodetic Survey in January 1998..
 TG1757
 TG1757.The orthometric height was scaled from a topographic map.
 TG1757
 TG1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1757
 TG1757.The geoid height was determined by GEOID03.
 TG1757
 TG1757;                    North         East     Units Scale Factor Converg.
 TG1757;SPC ND N     -   185,505.713   455,644.486   MT  0.99998488   -1 27 29.1
 TG1757;SPC ND N     -   608,614.54  1,494,896.61   iFT  0.99998488   -1 27 29.1
 TG1757;UTM  13      - 5,391,878.108   687,105.527   MT  1.00003012   +1 54 27.9
 TG1757
 TG1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1757!SPC ND N     -   0.99989065  x   0.99998488  =   0.99987553
 TG1757!UTM  13      -   0.99989065  x   1.00003012  =   0.99992077
 TG1757
 TG1757:                Primary Azimuth Mark                     Grid Az
 TG1757:SPC ND N     -  LOST AZ MK                               025 10 39.4
 TG1757:UTM  13      -  LOST AZ MK                               021 48 42.4
 TG1757
 TG1757|---------------------------------------------------------------------|
 TG1757| PID    Reference Object                     Distance      Geod. Az  |
 TG1757|                                                           dddmmss.s |
 TG1757| CQ8491 LOST AZ MK                                         0234310.3 |
 TG1757| CQ8492 LOST RM 1                            35.671 METERS 09505     |
 TG1757| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX. 4.0 KM 1190738.8 |
 TG1757| CQ8493 LOST RM 2                            42.236 METERS 17457     |
 TG1757|---------------------------------------------------------------------|
 TG1757
 TG1757                          SUPERSEDED SURVEY CONTROL
 TG1757
 TG1757  NAD 83(1986)-  48 39 06.93028(N)    102 27 34.03033(W) AD(       ) 1
 TG1757  NAD 27      -  48 39 06.81900(N)    102 27 32.39900(W) AD(       ) 1
 TG1757
 TG1757.Superseded values are not recommended for survey control.
 TG1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1757.See file dsdata.txt to determine how the superseded data were derived.
 TG1757
 TG1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8710691878(NAD 83)
 TG1757_MARKER: DS = TRIANGULATION STATION DISK
 TG1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1757
 TG1757  HISTORY     - Date     Condition        Report By
 TG1757  HISTORY     - 1946     MONUMENTED       CGS
 TG1757
 TG1757                          STATION DESCRIPTION
 TG1757
 TG1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1757'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF LOSTWOOD, 10
 TG1757'MILES SOUTHEAST OF COTEAU, 3 MILES WEST-NORTHWEST OF A GAME
 TG1757'REFUGE LOOKOUT TOWER ON THE HIGHEST GROUND IN THE IMMEDIATE
 TG1757'VICINITY ON LAND BELONGING TO A GOVERNMENT GAME REFUGE.  IT
 TG1757'IS ABOUT 1 MILE SOUTH OF AN OLD GRADED ROAD AND AN EAST-WEST
 TG1757'FENCE AND 7 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS
 TG1757'4 INCHES AND THE DISK IS STAMPED LOST 1946.
 TG1757'
 TG1757'REFERENCE MARK NO. 1 IS 117.03 FEET EAST OF THE STATION.  THE
 TG1757'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LOST NO 1
 TG1757'1946.
 TG1757'
 TG1757'REFERENCE MARK NO. 2 IS 138.57 FEET SOUTH OF THE STATION.
 TG1757'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LOST
 TG1757'NO 2 1946.
 TG1757'
 TG1757'THE AZIMUTH MARK IS 1.0 MILE NORTH-NORTHEAST OF THE STATION,
 TG1757'50 FEET SOUTH OF THE CENTERLINE OF OLD GRADED ROAD, 2 FEET
 TG1757'SOUTH OF FENCE AND 2 FEET WEST OF WITNESS POST.  THE MARK PROJECTS
 TG1757'2 INCHES AND THE DISK IS STAMPED LOST 1946.
 TG1757'
 TG1757'TO REACH THE STATION FROM LOSTWOOD, GO SOUTH AND EAST FOR 0.6
 TG1757'MILE TO STATE HIGHWAY 8.  (THIS POINT IS ABOUT 11 MILES NORTH
 TG1757'OF STANLEY, N. DAK.) TURN LEFT AND GO NORTH ON STATE HIGHWAY
 TG1757'8 FOR 11.1 MILES TO A POINT WHERE THE HIGHWAY TURNS EAST AND
 TG1757'THERE IS A GAME REFUGE LOOKOUT TOWER ON THE LEFT.  CONTINUE
 TG1757'TO FOLLOW STATE HIGHWAY 8 FOR 3.5 MILES TO A CROSSROADS
 TG1757'JUST AFTER PASSING A SCHOOL ON THE LEFT.  TURN LEFT AND GO
 TG1757'WEST ON A GRADED ROAD FOR 3.6 MILES TO A POINT WHERE THE ROAD
 TG1757'CURVES RIGHT.  TURN LEFT ON DIM TRACK ROAD WHICH PASSES TO
 TG1757'THE RIGHT OF FARM BUILDINGS AND GO SOUTH FOR 0.4 MILE.
 TG1757'CONTINUE SOUTH ACROSS FIELDS FOR 0.6 MILE.  THEN BEAR LEFT
 TG1757'AND GO SOUTHEAST ACROSS COUNTRY FOR 0.5 MILE TO AN OLD
 TG1757'GRADED ROAD AND AN EAST-WEST FENCE.  CROSS FENCE AND DRIVE
 TG1757'IN A SOUTHERLY DIRECTION, KEEPING TO THE HIGHEST GROUND, FOR
 TG1757'1.0 MILE TO THE HIGHEST POINT AND THE STATION.
 TG1757'
 TG1757'TO REACH THE AZIMUTH MARK FROM THE STATION, GO IN A NORTHERLY
 TG1757'DIRECTION FOR 1.0 MILE TO THE FENCE AND THE OLD GRADED ROAD.
 TG1757'CROSS FENCE, TURN RIGHT AND GO EAST ON THE OLD GRADED ROAD
 TG1757'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TG1757'
 TG1757'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1803 ***********************************************************************
 TG1803  DESIGNATION -  LOSTWOOD
 TG1803  PID         -  TG1803
 TG1803  STATE/COUNTY-  ND/MOUNTRAIL
 TG1803  USGS QUAD   -  LOSTWOOD (1981)
 TG1803
 TG1803                         *CURRENT SURVEY CONTROL
 TG1803  ___________________________________________________________________
 TG1803* NAD 83(1996)-  48 24 45.09994(N)    102 25 59.15358(W)     ADJUSTED  
 TG1803* NAVD 88     -       712.     (meters)    2336.     (feet)  SCALED    
 TG1803  ___________________________________________________________________
 TG1803  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 TG1803  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG1803
 TG1803  HORZ ORDER  -  FIRST
 TG1803
 TG1803.The horizontal coordinates were established by classical geodetic methods
 TG1803.and adjusted by the National Geodetic Survey in January 1998..
 TG1803
 TG1803.The orthometric height was scaled from a topographic map.
 TG1803
 TG1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1803
 TG1803.The geoid height was determined by GEOID03.
 TG1803
 TG1803;                    North         East     Units Scale Factor Converg.
 TG1803;SPC ND N     -   158,844.830   456,917.567   MT  0.99995219   -1 26 18.5
 TG1803;SPC ND N     -   521,144.46  1,499,073.38   iFT  0.99995219   -1 26 18.5
 TG1803;UTM  13      - 5,365,335.941   689,940.318   MT  1.00004328   +1 55 13.7
 TG1803
 TG1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1803!SPC ND N     -   0.99989122  x   0.99995219  =   0.99984342
 TG1803!UTM  13      -   0.99989122  x   1.00004328  =   0.99993450
 TG1803
 TG1803:                Primary Azimuth Mark                     Grid Az
 TG1803:SPC ND N     -  LOSTWOOD AZ MK                           078 38 22.4
 TG1803:UTM  13      -  LOSTWOOD AZ MK                           075 16 50.2
 TG1803
 TG1803|---------------------------------------------------------------------|
 TG1803| PID    Reference Object                     Distance      Geod. Az  |
 TG1803|                                                           dddmmss.s |
 TG1803| TG0556 LOSTWOOD AZ MK                                     0771203.9 |
 TG1803| CQ8495 LOSTWOOD RM 1                        34.973 METERS 08421     |
 TG1803| TG1798 STANLEY MUNICIPAL TANK              APPROX.10.6 KM 1633917.5 |
 TG1803| CQ8496 LOSTWOOD RM 2                        37.874 METERS 18721     |
 TG1803|---------------------------------------------------------------------|
 TG1803
 TG1803                          SUPERSEDED SURVEY CONTROL
 TG1803
 TG1803  NAD 83(1986)-  48 24 45.10125(N)    102 25 59.14813(W) AD(       ) 1
 TG1803  NAD 27      -  48 24 45.02190(N)    102 25 57.51350(W) AD(       ) 1
 TG1803
 TG1803.Superseded values are not recommended for survey control.
 TG1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1803.See file dsdata.txt to determine how the superseded data were derived.
 TG1803
 TG1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8994065336(NAD 83)
 TG1803_MARKER: DS = TRIANGULATION STATION DISK
 TG1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1803
 TG1803  HISTORY     - Date     Condition        Report By
 TG1803  HISTORY     - 1946     MONUMENTED       CGS
 TG1803
 TG1803                          STATION DESCRIPTION
 TG1803
 TG1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1803'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF STANLEY,
 TG1803'5 MILES SOUTHWEST OF LOSTWOOD, 1 AND 1/4 MILES WEST OF STATE
 TG1803'HIGHWAY 8 AND 7 FEET SOUTHEAST OF WITNESS POST ON A LOW GRASSY
 TG1803'HILL WHICH OVERLOOKS ALL THE COUNTRY TO THE SOUTH AND THE
 TG1803'WEST.  THERE IS HIGHER GROUND TO THE NORTH AND THE EAST.
 TG1803'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED LOSTWOOD 1946.
 TG1803'
 TG1803'REFERENCE MARK NO. 1 IS 114.74 FEET EAST OF THE STATION.
 TG1803'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOSTWOOD NO
 TG1803'1 1946.
 TG1803'
 TG1803'REFERENCE MARK NO. 2 IS 124.26 FEET SOUTH OF THE STATION.
 TG1803'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOSTWOOD NO
 TG1803'2 1946.
 TG1803'
 TG1803'THE AZIMUTH MARK IS 1.1 MILES EAST-NORTHEAST OF THE STATION,
 TG1803'46 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 2.5 FEET
 TG1803'SOUTHWEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.  THE
 TG1803'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LOSTWOOD 1946.
 TG1803'
 TG1803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1803'STATE HIGHWAY 8 JUST NORTH OF STANLEY, GO WEST AND NORTH ON
 TG1803'STATE HIGHWAY 8 FOR 6.8 MILES TO CROSSROADS AND A GRAVEL
 TG1803'ROAD WEST.  TURN LEFT AND GO WEST 0.1 MILE TO THE AZIMUTH
 TG1803'MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON GRAVEL ROAD
 TG1803'FOR 0.9 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH ON TRACK
 TG1803'ROAD FOR 0.05 MILE.  TURN HALF RIGHT AND GO SOUTHWEST ACROSS
 TG1803'PASTURE FOR 0.3 MILE TO THE TOP OF HILL AND THE STATION.
 TG1803'
 TG1803'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0556 ***********************************************************************
 TG0556  DESIGNATION -  LOSTWOOD AZ MK
 TG0556  PID         -  TG0556
 TG0556  STATE/COUNTY-  ND/MOUNTRAIL
 TG0556  USGS QUAD   -  LOSTWOOD (1981)
 TG0556
 TG0556                         *CURRENT SURVEY CONTROL
 TG0556  ___________________________________________________________________
 TG0556* NAD 83(1986)-  48 24 57.     (N)    102 24 38.     (W)     SCALED    
 TG0556* NAVD 88     -       715.936  (meters)    2348.87   (feet)  ADJUSTED  
 TG0556  ___________________________________________________________________
 TG0556  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0556  DYNAMIC HT  -         716.056 (meters)    2349.26  (feet)  COMP
 TG0556  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 TG0556
 TG0556  VERT ORDER  -  SECOND    CLASS 0
 TG0556
 TG0556.The horizontal coordinates were scaled from a topographic map and have
 TG0556.an estimated accuracy of +/- 6 seconds.
 TG0556
 TG0556.The orthometric height was determined by differential leveling
 TG0556.and adjusted by the National Geodetic Survey in June 1991..
 TG0556
 TG0556.The geoid height was determined by GEOID03.
 TG0556
 TG0556.The dynamic height is computed by dividing the NAVD 88
 TG0556.geopotential number by the normal gravity value computed on the
 TG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0556.degrees latitude (g = 980.6199 gals.).
 TG0556
 TG0556.The modeled gravity was interpolated from observed gravity values.
 TG0556
 TG0556;                    North         East    Units  Estimated Accuracy
 TG0556;SPC ND N     -   159,170.      458,600.      MT  (+/- 180 meters Scaled)
 TG0556
 TG0556                          SUPERSEDED SURVEY CONTROL
 TG0556
 TG0556  NGVD 29 (??/??/92)  715.49   (m)         2347.4    (f) COMPUTED    2 0
 TG0556
 TG0556.Superseded values are not recommended for survey control.
 TG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0556.See file dsdata.txt to determine how the superseded data were derived.
 TG0556
 TG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP915657(NAD 83)
 TG0556_MARKER: DZ = AZIMUTH MARK DISK
 TG0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0556_STAMPING: LOSTWOOD 1946
 TG0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0556+STABILITY: SURFACE MOTION
 TG0556
 TG0556  HISTORY     - Date     Condition        Report By
 TG0556  HISTORY     - 1946     MONUMENTED       CGS
 TG0556  HISTORY     - 1963     GOOD             NGS
 TG0556
 TG0556                          STATION DESCRIPTION
 TG0556
 TG0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0556'6.9 MI N FROM STANLEY.
 TG0556'ABOUT 6.8 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0556'STANLEY, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, ON THE WEST SLOPE
 TG0556'AND AT THE CREST OF A SHORT STEEP HILL, 79.5 FEET SOUTHEAST ACROSS THE
 TG0556'ROAD FROM THE 4TH POWER POLE WEST OF THE HIGHWAY, 47 FEET SOUTH OF THE
 TG0556'CENTERLINE OF THE ROAD, 1.2 FEET NORTHWEST OF A METAL WITNESS POST,
 TG0556'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0556'PROJECTING 2 INCHES, S 23, R 91 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1804 ***********************************************************************
 TG1804  DESIGNATION -  LOSTWOOD FIRST ENGLISH LUTH CH
 TG1804  PID         -  TG1804
 TG1804  STATE/COUNTY-  ND/MOUNTRAIL
 TG1804  USGS QUAD   -  LOSTWOOD (1981)
 TG1804
 TG1804                         *CURRENT SURVEY CONTROL
 TG1804  ___________________________________________________________________
 TG1804* NAD 83(1996)-  48 28 32.59411(N)    102 25 23.41052(W)     ADJUSTED  
 TG1804* NAVD 88     -                                                        
 TG1804  ___________________________________________________________________
 TG1804  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 TG1804  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1804
 TG1804  HORZ ORDER  -  THIRD
 TG1804
 TG1804.The horizontal coordinates were established by classical geodetic methods
 TG1804.and adjusted by the National Geodetic Survey in January 1998..
 TG1804
 TG1804
 TG1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1804
 TG1804.The geoid height was determined by GEOID03.
 TG1804
 TG1804;                    North         East     Units Scale Factor Converg.
 TG1804;SPC ND N     -   165,850.899   457,827.792   MT  0.99995912   -1 25 51.9
 TG1804;SPC ND N     -   544,130.25  1,502,059.69   iFT  0.99995912   -1 25 51.9
 TG1804;UTM  13      - 5,372,383.940   690,438.411   MT  1.00004560   +1 55 47.2
 TG1804
 TG1804                          SUPERSEDED SURVEY CONTROL
 TG1804
 TG1804  NAD 83(1986)-  48 28 32.59571(N)    102 25 23.40428(W) AD(       ) 4
 TG1804  NAD 27      -  48 28 32.50400(N)    102 25 21.77300(W) AD(       ) 3
 TG1804
 TG1804.Superseded values are not recommended for survey control.
 TG1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1804.See file dsdata.txt to determine how the superseded data were derived.
 TG1804
 TG1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9043872384(NAD 83)
 TG1804
 TG1804  HISTORY     - Date     Condition        Report By
 TG1804  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1804
 TG1804                          STATION DESCRIPTION
 TG1804
 TG1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1804'THE STATION IS LOCATED IN THE VILLAGE OF LOSTWOOD ABOUT 2 BLOCKS
 TG1804'SOUTH AND WEST OF THE POST OFFICE.
 TG1804'
 TG1804'IT IS A WHITE PAINTED WOODEN BUILDING ABOUT 55 FEET LONG AND
 TG1804'25 FEET WIDE WITH A 70 FOOT STEEPLE OVER THE FRONT OF THE BUILDING.
 TG1804'THE STEEPLE IS PAINTED GREEN.
 TG1804'
 TG1804'TO REACH FROM THE POST OFFICE IN LOSTWOOD GO EAST FOR 1/2 BLOCK,
 TG1804'TURN RIGHT AND GO SOUTH 1 BLOCK TO AN INTERSECTION AND HERE
 TG1804'TURN RIGHT AND GO WEST FOR 1 BLOCK TO THE CHURCH.
 TG1804'
 TG1804'THE POINT INTERSECTED WAS THE TIP OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1759 ***********************************************************************
 TG1759  DESIGNATION -  LOSTWOOD GAME RESERVE FIRE LOT
 TG1759  PID         -  TG1759
 TG1759  STATE/COUNTY-  ND/BURKE
 TG1759  USGS QUAD   -  THOMPSON LAKE (1974)
 TG1759
 TG1759                         *CURRENT SURVEY CONTROL
 TG1759  ___________________________________________________________________
 TG1759* NAD 83(1996)-  48 38 04.09888(N)    102 24 44.01642(W)     ADJUSTED  
 TG1759* NAVD 88     -                                                        
 TG1759  ___________________________________________________________________
 TG1759  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 TG1759  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TG1759
 TG1759  HORZ ORDER  -  THIRD
 TG1759
 TG1759.The horizontal coordinates were established by classical geodetic methods
 TG1759.and adjusted by the National Geodetic Survey in January 1998..
 TG1759
 TG1759
 TG1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1759
 TG1759.The geoid height was determined by GEOID03.
 TG1759
 TG1759;                    North         East     Units Scale Factor Converg.
 TG1759;SPC ND N     -   183,478.099   459,074.948   MT  0.99998190   -1 25 22.6
 TG1759;SPC ND N     -   601,962.27  1,506,151.40   iFT  0.99998190   -1 25 22.6
 TG1759;UTM  13      - 5,390,055.293   690,649.308   MT  1.00004657   +1 56 33.8
 TG1759
 TG1759                          SUPERSEDED SURVEY CONTROL
 TG1759
 TG1759  NAD 83(1986)-  48 38 04.10129(N)    102 24 44.00751(W) AD(       ) 4
 TG1759  NAD 27      -  48 38 03.99200(N)    102 24 42.38500(W) AD(       ) 3
 TG1759
 TG1759.Superseded values are not recommended for survey control.
 TG1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1759.See file dsdata.txt to determine how the superseded data were derived.
 TG1759
 TG1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9064990055(NAD 83)
 TG1759_MARKER: 57 = LOOKOUT TOWER
 TG1759
 TG1759  HISTORY     - Date     Condition        Report By
 TG1759  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1759
 TG1759                          STATION DESCRIPTION
 TG1759
 TG1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1759'THE STATION IS LOCATED ABOUT 11 MILES NORTH LOSTWOOD, 8 MILES
 TG1759'SOUTH OF COTEAU, 300 YARDS WEST OF STATE HIGHWAY 8 ON HIGH
 TG1759'GROUND WHICH OVERLOOKS ALL THE SURROUNDING COUNTRY.
 TG1759'
 TG1759'THE TOWER IS OF STEEL CONSTRUCTION WITH FOUR LEGS AND A GLASSED-IN
 TG1759'SHELTER ON THE TOP.  IT IS ABOUT 100 FEET HIGH.
 TG1759'
 TG1759'THE POINT INTERSECTED WAS THE APEX OF THE ROOF OF THE SHELTER.
 TG1759'
 TG1759'TO REACH THE STATION FROM LOSTWOOD, GO SOUTH AND EAST FOR
 TG1759'0.6 MILE TO STATE HIGHWAY 8.  (THIS POINT IS ABOUT 11 MILES NORTH
 TG1759'OF STANLEY.) TURN LEFT AND GO NORTH ON STATE HIGHWAY 8 FOR
 TG1759'11.1 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0647 ***********************************************************************
 SN0647  DESIGNATION -  LOT
 SN0647  PID         -  SN0647
 SN0647  STATE/COUNTY-  ND/MCLEAN
 SN0647  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0647
 SN0647                         *CURRENT SURVEY CONTROL
 SN0647  ___________________________________________________________________
 SN0647* NAD 83(1996)-  47 47 28.83868(N)    101 25 40.02614(W)     ADJUSTED  
 SN0647* NAVD 88     -       629.269  (meters)    2064.53   (feet)  ADJUSTED  
 SN0647  ___________________________________________________________________
 SN0647  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 SN0647  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SN0647  DYNAMIC HT  -         629.335 (meters)    2064.74  (feet)  COMP
 SN0647  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0647
 SN0647  HORZ ORDER  -  THIRD
 SN0647  VERT ORDER  -  SECOND    CLASS 0
 SN0647
 SN0647.The horizontal coordinates were established by classical geodetic methods
 SN0647.and adjusted by the National Geodetic Survey in January 1998..
 SN0647
 SN0647.The orthometric height was determined by differential leveling
 SN0647.and adjusted by the National Geodetic Survey in June 1991..
 SN0647
 SN0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0647
 SN0647.The geoid height was determined by GEOID03.
 SN0647
 SN0647.The dynamic height is computed by dividing the NAVD 88
 SN0647.geopotential number by the normal gravity value computed on the
 SN0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0647.degrees latitude (g = 980.6199 gals.).
 SN0647
 SN0647.The modeled gravity was interpolated from observed gravity values.
 SN0647
 SN0647;                    North         East     Units Scale Factor Converg.
 SN0647;SPC ND N     -    88,400.639   530,490.225   MT  0.99994889   -0 41 25.4
 SN0647;SPC ND N     -   290,028.34  1,740,453.49   iFT  0.99994889   -0 41 25.4
 SN0647;UTM  14      - 5,295,963.588   318,174.327   MT  1.00000627   -1 47 55.5
 SN0647
 SN0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0647!SPC ND N     -   0.99990447  x   0.99994889  =   0.99985336
 SN0647!UTM  14      -   0.99990447  x   1.00000627  =   0.99991074
 SN0647
 SN0647:                Primary Azimuth Mark                     Grid Az
 SN0647:SPC ND N     -  MAX MUNICIPAL TANK                       070 20 43.1
 SN0647:UTM  14      -  MAX MUNICIPAL TANK                       071 27 13.2
 SN0647
 SN0647|---------------------------------------------------------------------|
 SN0647| PID    Reference Object                     Distance      Geod. Az  |
 SN0647|                                                           dddmmss.s |
 SN0647| SN1623 MAX MUNICIPAL TANK                  APPROX.10.3 KM 0693917.7 |
 SN0647| SN0646 LOT RM 1                              9.964 METERS 17721     |
 SN0647| SN0648 LOT RM 2                              8.412 METERS 29427     |
 SN0647|---------------------------------------------------------------------|
 SN0647
 SN0647                          SUPERSEDED SURVEY CONTROL
 SN0647
 SN0647  NAD 83(1986)-  47 47 28.83824(N)    101 25 40.02114(W) AD(       ) 3
 SN0647  NAD 27      -  47 47 28.83620(N)    101 25 38.42780(W) AD(       ) 3
 SN0647  NGVD 29 (??/??/92)  628.863  (m)         2063.19   (f) ADJ UNCH    2 0
 SN0647
 SN0647.Superseded values are not recommended for survey control.
 SN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0647.See file dsdata.txt to determine how the superseded data were derived.
 SN0647
 SN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1817495964(NAD 83)
 SN0647_MARKER: DS = TRIANGULATION STATION DISK
 SN0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0647_STAMPING: LOT 1962
 SN0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0647+STABILITY: SURFACE MOTION
 SN0647
 SN0647  HISTORY     - Date     Condition        Report By
 SN0647  HISTORY     - 1962     MONUMENTED       CGS
 SN0647  HISTORY     - 1962     GOOD             CGS
 SN0647
 SN0647                          STATION DESCRIPTION
 SN0647
 SN0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0647'THE STATION IS LOCATED 6.2 MILES WEST AND 2.3 MILES SOUTH OF
 SN0647'THE TOWN OF MAX, IN THE SE 1/4 OF SEC. 21, T150N, R84W, IN A
 SN0647'FARM YARD JUST NORTH OF THE FARM BUILDINGS.
 SN0647'
 SN0647'TO REACH FROM THE POST OFFICE IN MAX, GO WEST ON THE GRAVELED
 SN0647'STREET FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR
 SN0647'0.15 MILE TO A ROAD CURVE.  TURN RIGHT WITH THE ROAD AND GO WEST
 SN0647'ON THE GRAVELED ROAD FOR 5.9 MILES TO A T INTERSECTION.  TURN
 SN0647'LEFT AND GO SOUTH CROSSING THE RAILROAD TRACKS AND GO SOUTH ON
 SN0647'THE GRAVELED ROAD FOR 2.1 MILES TO A CROSSROAD.  TURN RIGHT AND
 SN0647'GO WEST FOR .25 MILE TO AN OLD FARM ON THE RIGHT.  TURN RIGHT
 SN0647'AND GO NORTH ON THE FARM ROAD FOR 0.05 MILE TO THE STATION ON
 SN0647'THE RIGHT IN A FENCE CORNER.
 SN0647'
 SN0647'THE STATION MARK IS A STANDARD DISK STAMPED LOT 1962 AND SET
 SN0647'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0647'3 INCHES.  IT IS WEST OF A FENCE 4 FEET AND 4 FEET NORTH OF THE
 SN0647'WITNESS POST.
 SN0647'
 SN0647'REFERENCE MARK NO. 1, STAMPED LOT NO 1 1962, IS A STANDARD DISK
 SN0647'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0647'PROJECTS 4 INCHES.  IT IS 23.8 FEET SOUTH OF THE WITNESS POST
 SN0647'AND 1 FOOT WEST OF A FENCE.
 SN0647'
 SN0647'REFERENCE MARK NO. 2, STAMPED LOT NO 2 1962, IS A STANDARD
 SN0647'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0647'PROJECTS 3 INCHES.  IT IS 35 FEET NORTHWEST OF THE WITNESS
 SN0647'POST AND 1 FOOT SOUTH OF A FENCE.
 SN0647'
 SN0647'TRIANGULATION STATION D 9 Z MAY BE USED AS AN AZIMUTH MARK
 SN0647
 SN0647                          STATION RECOVERY (1962)
 SN0647
 SN0647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0647'8.4 MI SW FROM MAX.
 SN0647'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0647'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 2.0 MILES SOUTH ALONG
 SN0647'COUNTY ROAD 15, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, ABOUT 145
 SN0647'YARDS NORTH OF THE ROAD, IN THE NORTHEAST CORNER OF A BARNYARD AND
 SN0647'NEAR A HOUSE, 15 FEET SOUTH OF A FENCE CORNER, 3 FEET WEST OF A FENCE,
 SN0647'3.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 SN0647'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0646 ***********************************************************************
 SN0646  DESIGNATION -  LOT RM 1
 SN0646  PID         -  SN0646
 SN0646  STATE/COUNTY-  ND/MCLEAN
 SN0646  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0646
 SN0646                         *CURRENT SURVEY CONTROL
 SN0646  ___________________________________________________________________
 SN0646* NAD 83(1986)-  47 47 28.     (N)    101 25 40.     (W)     SCALED    
 SN0646* NAVD 88     -       629.374  (meters)    2064.87   (feet)  ADJUSTED  
 SN0646  ___________________________________________________________________
 SN0646  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SN0646  DYNAMIC HT  -         629.440 (meters)    2065.09  (feet)  COMP
 SN0646  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0646
 SN0646  VERT ORDER  -  SECOND    CLASS 0
 SN0646
 SN0646.The horizontal coordinates were scaled from a topographic map and have
 SN0646.an estimated accuracy of +/- 6 seconds.
 SN0646
 SN0646.The orthometric height was determined by differential leveling
 SN0646.and adjusted by the National Geodetic Survey in June 1991..
 SN0646
 SN0646.The geoid height was determined by GEOID03.
 SN0646
 SN0646.The dynamic height is computed by dividing the NAVD 88
 SN0646.geopotential number by the normal gravity value computed on the
 SN0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0646.degrees latitude (g = 980.6199 gals.).
 SN0646
 SN0646.The modeled gravity was interpolated from observed gravity values.
 SN0646
 SN0646;                    North         East    Units  Estimated Accuracy
 SN0646;SPC ND N     -    88,380.      530,490.      MT  (+/- 180 meters Scaled)
 SN0646
 SN0646                          SUPERSEDED SURVEY CONTROL
 SN0646
 SN0646  NGVD 29 (??/??/92)  628.968  (m)         2063.54   (f) ADJ UNCH    2 0
 SN0646
 SN0646.Superseded values are not recommended for survey control.
 SN0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0646.See file dsdata.txt to determine how the superseded data were derived.
 SN0646
 SN0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT181959(NAD 83)
 SN0646_MARKER: DR = REFERENCE MARK DISK
 SN0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0646_STAMPING: LOT NO 1 1962
 SN0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0646+STABILITY: SURFACE MOTION
 SN0646
 SN0646  HISTORY     - Date     Condition        Report By
 SN0646  HISTORY     - 1962     MONUMENTED       CGS
 SN0646
 SN0646                          STATION DESCRIPTION
 SN0646
 SN0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0646'8.4 MI SW FROM MAX.
 SN0646'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0646'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 2.0 MILES SOUTH ALONG
 SN0646'COUNTY ROAD 15, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, ABOUT 136
 SN0646'YARDS NORTH OF THE ROAD, NEAR A HOUSE AND IN THE NORTHEAST CORNER OF A
 SN0646'BARNYARD, 130 FEET NORTH OF A WELL AND WINDMILL, 27.6 FEET SOUTH OF
 SN0646'THE STATION MARK LOT 1962, 1 FOOT WEST OF A FENCE, 23.7 FEET SOUTH OF
 SN0646'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 SN0646'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0648 ***********************************************************************
 SN0648  DESIGNATION -  LOT RM 2
 SN0648  PID         -  SN0648
 SN0648  STATE/COUNTY-  ND/MCLEAN
 SN0648  USGS QUAD   -  DOUGLAS EAST (1980)
 SN0648
 SN0648                         *CURRENT SURVEY CONTROL
 SN0648  ___________________________________________________________________
 SN0648* NAD 83(1986)-  47 47 28.     (N)    101 25 40.     (W)     SCALED    
 SN0648* NAVD 88     -       629.277  (meters)    2064.55   (feet)  ADJUSTED  
 SN0648  ___________________________________________________________________
 SN0648  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 SN0648  DYNAMIC HT  -         629.343 (meters)    2064.77  (feet)  COMP
 SN0648  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SN0648
 SN0648  VERT ORDER  -  SECOND    CLASS 0
 SN0648
 SN0648.The horizontal coordinates were scaled from a topographic map and have
 SN0648.an estimated accuracy of +/- 6 seconds.
 SN0648
 SN0648.The orthometric height was determined by differential leveling
 SN0648.and adjusted by the National Geodetic Survey in June 1991..
 SN0648
 SN0648.The geoid height was determined by GEOID03.
 SN0648
 SN0648.The dynamic height is computed by dividing the NAVD 88
 SN0648.geopotential number by the normal gravity value computed on the
 SN0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0648.degrees latitude (g = 980.6199 gals.).
 SN0648
 SN0648.The modeled gravity was interpolated from observed gravity values.
 SN0648
 SN0648;                    North         East    Units  Estimated Accuracy
 SN0648;SPC ND N     -    88,380.      530,490.      MT  (+/- 180 meters Scaled)
 SN0648
 SN0648                          SUPERSEDED SURVEY CONTROL
 SN0648
 SN0648  NGVD 29 (??/??/92)  628.871  (m)         2063.22   (f) ADJ UNCH    2 0
 SN0648
 SN0648.Superseded values are not recommended for survey control.
 SN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0648.See file dsdata.txt to determine how the superseded data were derived.
 SN0648
 SN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT181959(NAD 83)
 SN0648_MARKER: DR = REFERENCE MARK DISK
 SN0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0648_STAMPING: LOT NO 2 1962
 SN0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0648+STABILITY: SURFACE MOTION
 SN0648
 SN0648  HISTORY     - Date     Condition        Report By
 SN0648  HISTORY     - 1962     MONUMENTED       CGS
 SN0648
 SN0648                          STATION DESCRIPTION
 SN0648
 SN0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0648'8.4 MI SW FROM MAX.
 SN0648'ABOUT 6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 SN0648'MARIE RAILROAD FROM THE STATION AT MAX, THENCE 2.0 MILES SOUTH ALONG
 SN0648'COUNTY ROAD 15, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, ABOUT 147
 SN0648'YARDS NORTH OF THE ROAD, NEAR A HOUSE AND AT THE NORTHEAST CORNER OF A
 SN0648'BARNYARD, 34 FEET WEST OF A FENCE CORNER, 32.7 FEET WEST-NORTHWEST OF
 SN0648'THE STATION MARK LOT 1962, 1 FOOT SOUTH OF A FENCE, ABOUT LEVEL WITH
 SN0648'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1834 ***********************************************************************
 TG1834  DESIGNATION -  LOW
 TG1834  PID         -  TG1834
 TG1834  STATE/COUNTY-  ND/BURKE
 TG1834  USGS QUAD   -  RENNIE LAKE (1949)
 TG1834
 TG1834                         *CURRENT SURVEY CONTROL
 TG1834  ___________________________________________________________________
 TG1834* NAD 83(1996)-  48 47 34.70685(N)    102 34 19.02671(W)     ADJUSTED  
 TG1834* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 TG1834  ___________________________________________________________________
 TG1834  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 TG1834  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG1834
 TG1834  HORZ ORDER  -  SECOND
 TG1834
 TG1834.The horizontal coordinates were established by classical geodetic methods
 TG1834.and adjusted by the National Geodetic Survey in January 1998..
 TG1834
 TG1834.The orthometric height was scaled from a topographic map.
 TG1834
 TG1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1834
 TG1834.The geoid height was determined by GEOID03.
 TG1834
 TG1834;                    North         East     Units Scale Factor Converg.
 TG1834;SPC ND N     -   201,402.313   447,780.701   MT  1.00001237   -1 32 30.5
 TG1834;SPC ND N     -   660,768.74  1,469,096.79   iFT  1.00001237   -1 32 30.5
 TG1834;UTM  13      - 5,407,285.532   678,321.458   MT  0.99999067   +1 49 37.9
 TG1834
 TG1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1834!SPC ND N     -   0.99990494  x   1.00001237  =   0.99991731
 TG1834!UTM  13      -   0.99990494  x   0.99999067  =   0.99989561
 TG1834
 TG1834:                Primary Azimuth Mark                     Grid Az
 TG1834:SPC ND N     -  LIGNITE HIGH SCHOOL CHIMNEY              005 06 17.0
 TG1834:UTM  13      -  LIGNITE HIGH SCHOOL CHIMNEY              001 44 08.6
 TG1834
 TG1834|---------------------------------------------------------------------|
 TG1834| PID    Reference Object                     Distance      Geod. Az  |
 TG1834|                                                           dddmmss.s |
 TG1834| TG1828 LIGNITE HIGH SCHOOL CHIMNEY         APPROX. 9.3 KM 0033346.5 |
 TG1834| TG1831 LIGNITE NORWEGIAN LUTHERAN CH       APPROX. 9.3 KM 0050959.3 |
 TG1834| TG1763 FLAXTON UNITED LUTH CH STEEPLE      APPROX.17.6 KM 0490131.2 |
 TG1834| CQ8510 LOW RM 1                             16.929 METERS 09717     |
 TG1834| CQ8511 LOW RM 2                             10.046 METERS 25616     |
 TG1834| CQ8509 LOW AZ MK                                          2672350.2 |
 TG1834|---------------------------------------------------------------------|
 TG1834
 TG1834                          SUPERSEDED SURVEY CONTROL
 TG1834
 TG1834  NAD 83(1986)-  48 47 34.71050(N)    102 34 19.01519(W) AD(       ) 2
 TG1834  NAD 27      -  48 47 34.58100(N)    102 34 17.40100(W) AD(       ) 2
 TG1834
 TG1834.Superseded values are not recommended for survey control.
 TG1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1834.See file dsdata.txt to determine how the superseded data were derived.
 TG1834
 TG1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ7832107286(NAD 83)
 TG1834_MARKER: DS = TRIANGULATION STATION DISK
 TG1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1834
 TG1834  HISTORY     - Date     Condition        Report By
 TG1834  HISTORY     - 1946     MONUMENTED       CGS
 TG1834
 TG1834                          STATION DESCRIPTION
 TG1834
 TG1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1834'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF COTEAU,
 TG1834'6 MILES SOUTH OF LIGNITE IN A FARMYARD, 100 YARDS SOUTH-SOUTHWEST
 TG1834'OF THE VACANT FARM HOUSE, 44 FEET NORTH OF THE CENTERLINE OF
 TG1834'GRAVEL ROAD, 9 FEET NORTHEAST OF WITNESS POST AND 7 FEET NORTH
 TG1834'OF FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 TG1834'LOW 1946.
 TG1834'
 TG1834'REFERENCE MARK NO. 1 IS 55.54 FEET EAST OF THE STATION, 36 FEET
 TG1834'NORTH OF THE CENTERLINE OF GRAVEL ROAD, 30 FEET EAST OF TELEPHONE
 TG1834'POLE AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 TG1834'AND THE DISK IS STAMPED LOW NO 1 1946.
 TG1834'
 TG1834'REFERENCE MARK NO. 2 IS 32.96 FEET WEST-SOUTHWEST OF THE
 TG1834'STATION, 36 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD AND
 TG1834'3 FEET SOUTHWEST OF FENCE CORNER.  THE MARK PROJECTS 4 INCHES
 TG1834'AND THE DISK IS STAMPED LOW NO 2 1946.
 TG1834'
 TG1834'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 38 FEET
 TG1834'SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 7 FEET EAST OF FENCE
 TG1834'CORNER AND 4 FEET EAST OF WITNESS POST.  THE MARK PROJECTS
 TG1834'4 INCHES AND THE DISK IS STAMPED LOW 1946.
 TG1834'
 TG1834'TO REACH THE STATION FROM THE DEPOT IN LIGNITE, GO WEST FOR
 TG1834'0.2 MILE TO THE MAIN GRAVEL ROAD.  TURN LEFT AND GO SOUTH
 TG1834'ON THE MAIN GRAVEL ROAD FOR 6.0 MILES TO CROSSROADS.  TURN
 TG1834'RIGHT AND GO WEST FOR 0.2 MILE TO VACANT FARM BUILDINGS ON THE
 TG1834'RIGHT AND THE STATION.
 TG1834'
 TG1834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 TG1834'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0958 ***********************************************************************
 RR0958  DESIGNATION -  LOW TOP
 RR0958  PID         -  RR0958
 RR0958  STATE/COUNTY-  ND/GRANT
 RR0958  USGS QUAD   -  CROWN BUTTE CREEK NW (1980)
 RR0958
 RR0958                         *CURRENT SURVEY CONTROL
 RR0958  ___________________________________________________________________
 RR0958* NAD 83(1996)-  46 38 31.10864(N)    101 43 31.89052(W)     ADJUSTED  
 RR0958* NAVD 88     -       687.8    (meters)    2257.     (feet)  VERTCON   
 RR0958  ___________________________________________________________________
 RR0958  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 RR0958  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 RR0958
 RR0958  HORZ ORDER  -  THIRD
 RR0958
 RR0958.The horizontal coordinates were established by classical geodetic methods
 RR0958.and adjusted by the National Geodetic Survey in January 1998..
 RR0958
 RR0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0958
 RR0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0958
 RR0958.The geoid height was determined by GEOID03.
 RR0958
 RR0958;                    North         East     Units Scale Factor Converg.
 RR0958;SPC ND S     -   109,143.487   506,179.964   MT  0.99994148   -0 53 38.0
 RR0958;SPC ND S     -   358,082.31  1,660,695.42   iFT  0.99994148   -0 53 38.0
 RR0958;UTM  14      - 5,168,987.760   291,414.724   MT  1.00013481   -1 58 56.6
 RR0958
 RR0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0958!SPC ND S     -   0.99989528  x   0.99994148  =   0.99983676
 RR0958!UTM  14      -   0.99989528  x   1.00013481  =   1.00003007
 RR0958
 RR0958:                Primary Azimuth Mark                     Grid Az
 RR0958:SPC ND S     -  LOW TOP AZ MK                            066 51 37.0
 RR0958:UTM  14      -  LOW TOP AZ MK                            067 56 55.6
 RR0958
 RR0958|---------------------------------------------------------------------|
 RR0958| PID    Reference Object                     Distance      Geod. Az  |
 RR0958|                                                           dddmmss.s |
 RR0958| CQ8515 LOW TOP AZ MK                                      0655759.0 |
 RR0958| CQ8516 LOW TOP RM 1                          8.428 METERS 11320     |
 RR0958| CQ8517 LOW TOP RM 2                          7.167 METERS 21731     |
 RR0958| RR0961 ST JOSEPH CHURCH                    APPROX. 2.9 KM 3110202.0 |
 RR0958|---------------------------------------------------------------------|
 RR0958
 RR0958                          SUPERSEDED SURVEY CONTROL
 RR0958
 RR0958  NAD 83(1986)-  46 38 31.10141(N)    101 43 31.88226(W) AD(       ) 3
 RR0958  NAD 27      -  46 38 31.07900(N)    101 43 30.33400(W) AD(       ) 3
 RR0958  NGVD 29 (07/19/86)  687.3    (m)         2255.     (f) VERT ANG       
 RR0958
 RR0958.Superseded values are not recommended for survey control.
 RR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0958.See file dsdata.txt to determine how the superseded data were derived.
 RR0958
 RR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS9141568988(NAD 83)
 RR0958_MARKER: DS = TRIANGULATION STATION DISK
 RR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0958
 RR0958  HISTORY     - Date     Condition        Report By
 RR0958  HISTORY     - 1951     MONUMENTED       CGS
 RR0958  HISTORY     - 1958     GOOD             USGS
 RR0958  HISTORY     - 1958     GOOD             CGS
 RR0958
 RR0958                          STATION DESCRIPTION
 RR0958
 RR0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0958'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHEAST OF GLEN
 RR0958'ULLIN, ON PROPERTY OWNED BY MRS. JO E. MYERS, ON THE HIGHEST
 RR0958'POINT AND AT THE NORTHWEST EDGE OF A LOW KNOLL THAT IS SURROUNDED
 RR0958'BY CULTIVATED FIELDS, AND 7 FEET SOUTH OF A WITNESS POST.
 RR0958'
 RR0958'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD TO GLEN
 RR0958'ULLIN AND THE U.S. HIGHWAY NO. 10 BY-PASS AT THE EAST EDGE
 RR0958'OF GLEN ULLIN, GO WEST ON THE NO. 10 BY-PASS FOR 0.6 MILE TO
 RR0958'A GRAVELED SIDE ROAD ON THE LEFT.  THEN LEFT, SOUTH, FOR 0.9
 RR0958'MILE TO A FORK.  THEN LEFT, SOUTHEASTERLY AND SOUTH, FOR 11.3
 RR0958'MILES TO A CROSSROADS (SCHOOL HOUSE ON THE RIGHT AND SAINT
 RR0958'JOSEPHS CHURCH ABOUT 0.15 MILE ON THE LEFT).  THEN LEFT, EAST
 RR0958'FOR 2.05 MILE TO A CROSSROADS.  THEN RIGHT, SOUTH, ON A GRADED
 RR0958'DIRT ROAD FOR 1.05 MILE.  THEN BEAR RIGHT ON A FIELD ROAD
 RR0958'(FIELD ROAD IS PARALLEL WITH THE MAIN TRAVELED DIRT ROAD),
 RR0958'SOUTH, FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 RR0958'DESCRIBED.  CONTINUE SOUTHERLY FOR 0.1 MILE.  THEN RIGHT,
 RR0958'WESTERLY, ACROSS CULTIVATED FIELDS FOR 0.35 MILE TO THE CREST
 RR0958'OF THE KNOLL AND THE STATION AS DESCRIBED.
 RR0958'
 RR0958'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RR0958'LOW TOP 1951.
 RR0958'
 RR0958'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE KNOLL.  IT
 RR0958'PROJECTS 5 INCHES, AND THE DISK IS STAMPED LOW TOP NO 1 1951.
 RR0958'
 RR0958'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE OF THE KNOLL.
 RR0958'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED LOW TOP NO 2
 RR0958'1951.
 RR0958'
 RR0958'THE AZIMUTH MARK IS 18 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 RR0958'OF A CULTIVATED FIELD, 17 FEET WEST OF THE CENTER OF A GRADED
 RR0958'DIRT ROAD, AND 9 FEET EAST OF THE CENTER OF A TRACK ROAD.  IT
 RR0958'PROJECTS 8 INCHES, AND THE DISK IS STAMPED LOW TOP 1951.
 RR0958'
 RR0958'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0958'CYLINDERS.
 RR0958
 RR0958                          STATION RECOVERY (1958)
 RR0958
 RR0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0958'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0958
 RR0958                          STATION RECOVERY (1958)
 RR0958
 RR0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 RR0958'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0958'CONDITION.
 RR0958'
 RR0958'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM GLEN ULLIN
 RR0958'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0661 ***********************************************************************
 QR0661  DESIGNATION -  LOWELL
 QR0661  PID         -  QR0661
 QR0661  STATE/COUNTY-  ND/MCINTOSH
 QR0661  USGS QUAD   -  WOLFF LAKE (1978)
 QR0661
 QR0661                         *CURRENT SURVEY CONTROL
 QR0661  ___________________________________________________________________
 QR0661* NAD 83(1996)-  45 56 26.76534(N)    099 22 53.02131(W)     ADJUSTED  
 QR0661* NAVD 88     -       657.9    (meters)    2158.     (feet)  VERTCON   
 QR0661  ___________________________________________________________________
 QR0661  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 QR0661  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 QR0661
 QR0661  HORZ ORDER  -  FIRST
 QR0661
 QR0661.The horizontal coordinates were established by classical geodetic methods
 QR0661.and adjusted by the National Geodetic Survey in January 1998..
 QR0661
 QR0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 QR0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QR0661
 QR0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0661
 QR0661.The geoid height was determined by GEOID03.
 QR0661
 QR0661;                    North         East     Units Scale Factor Converg.
 QR0661;SPC ND S     -    31,086.285   686,745.232   MT  1.00005650   +0 48 57.2
 QR0661;SPC ND S     -   101,989.12  2,253,101.15   iFT  1.00005650   +0 48 57.2
 QR0661;SPC SD N     -   234,381.432   647,972.711   MT  1.00005988   +0 26 16.1
 QR0661;SPC SD N     -   768,966.41  2,125,890.47   sFT  1.00005988   +0 26 16.1
 QR0661;UTM  14      - 5,087,537.172   470,436.228   MT  0.99961074   -0 16 26.7
 QR0661
 QR0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0661!SPC ND S     -   0.99990046  x   1.00005650  =   0.99995696
 QR0661!SPC SD N     -   0.99990046  x   1.00005988  =   0.99996034
 QR0661!UTM  14      -   0.99990046  x   0.99961074  =   0.99951124
 QR0661
 QR0661:                Primary Azimuth Mark                     Grid Az
 QR0661:SPC ND S     -  ASHLEY GERMAN EVAN LUTH CROSS            003 24 17.0
 QR0661:SPC SD N     -  ASHLEY GERMAN EVAN LUTH CROSS            003 46 58.1
 QR0661:UTM  14      -  ASHLEY GERMAN EVAN LUTH CROSS            004 29 40.9
 QR0661
 QR0661|---------------------------------------------------------------------|
 QR0661| PID    Reference Object                     Distance      Geod. Az  |
 QR0661|                                                           dddmmss.s |
 QR0661| RQ0736 ASHLEY GERMAN EVAN LUTH CROSS       APPROX.10.3 KM 0041314.2 |
 QR0661| RQ0737 ASHLEY MC INTOSH CO CH DOME         APPROX.10.6 KM 0042011.4 |
 QR0661| CO5925 LOWELL AZ MK                                       0922843.0 |
 QR0661| CO5926 LOWELL RM 1                         111.168 METERS 09553     |
 QR0661| QR0662 BOUNDARY MP 136 ND SD                98.794 METERS 12434     |
 QR0661| CO5927 LOWELL RM 2                                        19314     |
 QR0661|---------------------------------------------------------------------|
 QR0661
 QR0661                          SUPERSEDED SURVEY CONTROL
 QR0661
 QR0661  NAD 83(1986)-  45 56 26.76683(N)    099 22 53.00889(W) AD(       ) 1
 QR0661  NAD 27      -  45 56 26.85200(N)    099 22 51.58800(W) AD(       ) 1
 QR0661  NGVD 29 (07/19/86)  657.5    (m)         2157.     (f) VERT ANG       
 QR0661
 QR0661.Superseded values are not recommended for survey control.
 QR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0661.See file dsdata.txt to determine how the superseded data were derived.
 QR0661
 QR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR7043687537(NAD 83)
 QR0661_MARKER: DS = TRIANGULATION STATION DISK
 QR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0661
 QR0661  HISTORY     - Date     Condition        Report By
 QR0661  HISTORY     - 1934     MONUMENTED       CGS
 QR0661  HISTORY     - 1959     GOOD             CGS
 QR0661
 QR0661                          STATION DESCRIPTION
 QR0661
 QR0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0661'STATION IS LOCATED IN THE SE 1/4 OF SEC. 36, T 129 N, R 70
 QR0661'W, ABOUT 6.5 MILES S OF ASHLEY ON A PROMINENT GRASS COVERED
 QR0661'KNOLL 0.1 MILE N OF MILEPOST NO. 136, ON STATE OWNED PROPERTY.
 QR0661'
 QR0661'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0661'BRONZE DISKS SET IN CONCRETE.
 QR0661'
 QR0661'REFERENCE MARK NO. 1 IS LOCATED 11.168 METERS (36.64 FEET)
 QR0661'E OF STATION.
 QR0661'
 QR0661'REFERENCE MARK NO. 2 IS LOCATED 14.947 METERS (49.04 FEET)
 QR0661'SSW OF STATION.
 QR0661'
 QR0661'AZIMUTH MARK IS LOCATED 0.7 MILE E OF STATION 34 FEET N OF
 QR0661'CENTER LINE OF STATE HIGHWAY 3.  TO REACH FROM MILEPOST NO. 136
 QR0661'(SSE OF STATION) GO E 0.7 MILE TO MARK ON N SIDE OF ROAD.
 QR0661'
 QR0661'TO REACH STATION FROM JUNCTION OF STATE HIGHWAYS 11 AND 3
 QR0661'IN ASHLEY, GO S ON HIGHWAY 3 FOR 6.5 MILES TO POINT AT WHICH
 QR0661'HIGHWAY 3 TURNS E, THENCE RIGHT, W, ALONG BOUNDARY ON ABANDONED
 QR0661'ROAD 0.1 MILE TO MILEPOST NO. 136, THENCE NW TO TOP OF KNOLL
 QR0661'AND STATION MARK.
 QR0661'
 QR0661'HEIGHT OF LIGHT ABOVE STATION MARK - 3.59 METERS.
 QR0661
 QR0661                          STATION RECOVERY (1959)
 QR0661
 QR0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 QR0661'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QR0661'CONDITION.
 QR0661'
 QR0661'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION, ABOUT
 QR0661'0.1 MILE EAST OF POINT WHERE SURFACED HIGHWAY BEARS RIGHT TO
 QR0661'ENTER SOUTH DAKOTA AND JUST SOUTH OF THE SOUTHEAST CORNER OF
 QR0661'A FARMYARD.
 QR0661'
 QR0661'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ASHLEY IS
 QR0661'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0858 ***********************************************************************
 RP0858  DESIGNATION -  LUCCA
 RP0858  PID         -  RP0858
 RP0858  STATE/COUNTY-  ND/BARNES
 RP0858  USGS QUAD   -  TOWER CITY SW (1965)
 RP0858
 RP0858                         *CURRENT SURVEY CONTROL
 RP0858  ___________________________________________________________________
 RP0858* NAD 83(1996)-  46 45 38.47408(N)    097 42 12.13147(W)     ADJUSTED  
 RP0858* NAVD 88     -       366.7    (meters)    1203.     (feet)  VERTCON   
 RP0858  ___________________________________________________________________
 RP0858  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 RP0858  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 RP0858
 RP0858  HORZ ORDER  -  FIRST
 RP0858
 RP0858.The horizontal coordinates were established by classical geodetic methods
 RP0858.and adjusted by the National Geodetic Survey in January 1998..
 RP0858
 RP0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0858
 RP0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0858
 RP0858.The geoid height was determined by GEOID03.
 RP0858
 RP0858;                    North         East     Units Scale Factor Converg.
 RP0858;SPC ND S     -   125,409.961   813,589.694   MT  0.99993668   +2 02 23.3
 RP0858;SPC ND S     -   411,450.00  2,669,257.53   iFT  0.99993668   +2 02 23.3
 RP0858;UTM  14      - 5,179,386.978   599,015.832   MT  0.99972050   +0 56 40.8
 RP0858
 RP0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0858!SPC ND S     -   0.99994654  x   0.99993668  =   0.99988322
 RP0858!UTM  14      -   0.99994654  x   0.99972050  =   0.99966705
 RP0858
 RP0858|---------------------------------------------------------------------|
 RP0858| PID    Reference Object                     Distance      Geod. Az  |
 RP0858|                                                           dddmmss.s |
 RP0858| CO5930 LUCCA RM 1                           18.696 METERS 04139     |
 RP0858| CO5928 LUCCA AZ MK                                        0903758.1 |
 RP0858| CO5929 LUCCA AZ MK RESET                                  0924431.3 |
 RP0858| CO5933 LUCCA RM 4                           41.176 METERS 16248     |
 RP0858| RP0871 ENDERLIN ATT MICROWAVE TOWER        APPROX.14.5 KM 1774947.4 |
 RP0858| RP0870 LUCCA ATLANTIC ELEV M LT ROD        APPROX. 6.4 KM 1900029.0 |
 RP0858| CO5931 LUCCA RM 2                           16.743 METERS 26522     |
 RP0858| RP0878 FINGAL MILLER ELEVATOR              APPROX. 6.8 KM 2741107.9 |
 RP0858| CO5932 LUCCA RM 3                           15.660 METERS 28341     |
 RP0858| RP0880 CUBA MILLER ELEV CO VENTILATOR      APPROX.14.1 KM 2992039.8 |
 RP0858| RP0859 LUCCA RM A                           25.022 METERS 33127     |
 RP0858|---------------------------------------------------------------------|
 RP0858
 RP0858                          SUPERSEDED SURVEY CONTROL
 RP0858
 RP0858  NAD 83(1986)-  46 45 38.47694(N)    097 42 12.12152(W) AD(       ) 1
 RP0858  NAD 27      -  46 45 38.55700(N)    097 42 10.74600(W) AD(       ) 1
 RP0858  NGVD 29 (07/19/86)  366.4    (m)         1202.     (f) VERT ANG       
 RP0858
 RP0858.Superseded values are not recommended for survey control.
 RP0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0858.See file dsdata.txt to determine how the superseded data were derived.
 RP0858
 RP0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS9901679387(NAD 83)
 RP0858_MARKER: DS = TRIANGULATION STATION DISK
 RP0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0858
 RP0858  HISTORY     - Date     Condition        Report By
 RP0858  HISTORY     - 1954     MONUMENTED       CGS
 RP0858  HISTORY     - 1961     GOOD             CGS
 RP0858  HISTORY     - 1963     GOOD             CGS
 RP0858  HISTORY     - 1967     GOOD             CGS
 RP0858
 RP0858                          STATION DESCRIPTION
 RP0858
 RP0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0858'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE SOUTHEAST 1/4
 RP0858'OF SEC. 14, T. 138 N., R. 56 W., ABOUT 4 MILES, AIRLINE,
 RP0858'NORTH-NORTHEAST OF THE TOWN OF LUCCA AND ABOUT 4 MILES WEST OF
 RP0858'FINGAL, AT A CROSSROAD AND NEAR THE SOUTHEAST CORNER OF A
 RP0858'CULTIVATED FIELD OWNED BY MR. ALOIS HUBER.
 RP0858'
 RP0858'TO REACH FROM THE MAIN INTERSECTION IN FINGAL--GO SOUTH 0.1 MILE,
 RP0858'TURN LEFT AND GO EAST ON A GRAVEL COUNTY ROAD FOR 4.4 MILES TO
 RP0858'CROSSROADS AND STATION ON LEFT.  FROM HERE CONTINUE AHEAD EAST
 RP0858'FOR 0.5 MILE TO THE AZIMUTH MARK ON LEFT.
 RP0858'
 RP0858'THE STATION, STAMPED LUCCA 1954, IS A STANDARD DISK SET IN A
 RP0858'ROUND CONCRETE POST 16 INCHES BELOW THE SURFACE.  IT IS 103
 RP0858'FEET NORTHWEST OF THE CENTER OF THE CROSSROADS, 60 FEET NORTH OF
 RP0858'THE CENTER OF THE EAST-AND-WEST ROAD AND 90 FEET WEST OF THE
 RP0858'CENTER OF THE NORTH-AND-SOUTH ROAD.
 RP0858'
 RP0858'REFERENCE MARK NO. 1, STAMPED LUCCA NO 1 1954, IS A STANDARD
 RP0858'DISK SET IN A SQUARE TOPPED CONCRETE POST FLUSH WITH THE GROUND.
 RP0858'IT IS 49 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF
 RP0858'A POWER LINE POLE.
 RP0858'
 RP0858'REFERENCE MARK NO. 2, STAMPED LUCCA NO 2 1954, IS A STANDARD DISK
 RP0858'SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 5 INCHES.  IT
 RP0858'IS 59 FEET NORTH OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF A
 RP0858'WHITE WITNESS POST.
 RP0858'
 RP0858'THE AZIMUTH MARK, STAMPED LUCCA 1954, IS A STANDARD DISK SET
 RP0858'IN A SQUARE TOPPED CONCRETE POST PROJECTING 6 INCHES.  IT IS ON
 RP0858'THE PROPERTY LINE ABOUT HALF WAY BETWEEN A SMALL DRAW AND THE
 RP0858'TOP OF A LOW RIDGE, 45 FEET NORTH OF THE CENTER OF THE ROAD AND
 RP0858'2 FEET WEST OF A WHITE WITNESS POST.
 RP0858'
 RP0858'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RP0858
 RP0858                          STATION RECOVERY (1961)
 RP0858
 RP0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RP0858'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0858'CONDITION.  THE AZIMUTH MARK IS ABOUT 0.6 MILE E OF STATION.
 RP0858'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM FINGAL IS
 RP0858'ADEQUATE FOR RECOVERY.
 RP0858
 RP0858                          STATION RECOVERY (1963)
 RP0858
 RP0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0858'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP0858'CONDITION.  DUE TO IMPROVEMENT OF THE COUNTY ROAD THE AZIMUTH
 RP0858'MARK AND R.M. NO. 2 WERE IN THE WAY OF CONSTRUCTION.  ONE NEW
 RP0858'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 RP0858'
 RP0858'THE STATION MARK IS ABOUT 103 FEET NORTHWEST OF THE CENTER OF
 RP0858'CROSSROADS, 90 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 60
 RP0858'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 1 FOOT EAST OF A
 RP0858'METAL WITNESS POST AND 12 INCHES BELOW THE SURFACE OF THE
 RP0858'GROUND.
 RP0858'
 RP0858'R.M. NO. 1 IS NORTHEAST OF THE STATION, 49 FEET WEST OF
 RP0858'CENTERLINE OF NORTH-SOUTH ROAD AND IS ABOUT FLUSH WITH THE
 RP0858'GROUND.
 RP0858'
 RP0858'R.M. NO. 3 IS WEST-NORTHWEST OF THE STATION, ABOUT 72 FEET NORTH
 RP0858'OF CENTERLINE OF EAST-WEST ROAD AND MARK PROJECTS ABOUT 4 INCHES.
 RP0858'
 RP0858'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 RP0858'ABOUT 72 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND IS 1 FOOT
 RP0858'EAST OF A WOODEN WITNESS POST THAT HAS A METAL WITNESS SIGN
 RP0858'NAILED TO THE TOP.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 RP0858'DISK IS STAMPED LUCCA 1954 RESET 1963.
 RP0858'
 RP0858'TO REACH THE STATION FROM FINGAL, FROM THE MAIN INTERSECTION,
 RP0858'GO SOUTH 0.1 MILE, TURN LEFT AND GO EAST ON COUNTY ROAD FOR
 RP0858'4.4 MILES TO CROSSROADS AND STATION ON THE LEFT.  TO REACH THE
 RP0858'AZIMUTH MARK CONTINUE EAST FOR 0.5 MILE TO THE MARK ON THE
 RP0858'RIGHT.
 RP0858'
 RP0858'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RP0858
 RP0858                          STATION RECOVERY (1967)
 RP0858
 RP0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0858'THE 1954 STATION MARK WAS RECOVERED AS DESCRIBED BY I.T.S. IN THE
 RP0858'1954 DESCRIPTION, A 1963 AZIMUTH MARK THAT IS STAMPED LUCCA 1954
 RP0858'1963 AND A REFERENCE MARK NO. 3 WAS RECOVERED AND IS STAMPED LUCCA
 RP0858'NO 3 1954.  THERE WAS NO REFERENCE MARKS NO. 1 AND NO. 2
 RP0858'FOUND.  REFERENCE MARK NO. 4 WAS ESTABLISHED AT THIS TIME.
 RP0858'
 RP0858'THERE WAS NO 1963 DATA FURNISHED THIS PARTY, THEREFORE A CHECK
 RP0858'COULD NOT BE MADE OF THE DISTANCE AND DIRECTION TO THE 1963 MARKS.
 RP0858'
 RP0858'IN THE 1954 LOCATION DESCRIPTION IT STATES THAT THE STATION IS 4
 RP0858'MILES WEST OF THE TOWN OF FINGAL, IT IS 4 MILES EAST OF FINGAL.
 RP0858'
 RP0858'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT 4
 RP0858'MILES NORTH OF THE TOWN OF LUCCA, ABOUT 4 MILES EAST OF FINGAL,
 RP0858'AT A CROSS ROAD AND IN THE SOUTHEAST CORNER OF A CULTIVATED
 RP0858'FIELD.  IT IS ON PROPERTY OWNED BY MR. ALOS HUBER AND IS IN THE
 RP0858'SE 1/4 OF SEC. 14, T 138 N, R 56 W.  THE STATION MARK IS 102-1/2
 RP0858'FEET NORTHWEST OF THE CENTER OF CROSSROAD, 88 FEET WEST OF THE
 RP0858'CENTER OF A GRAVELED ROAD, 56 FEET NORTH OF CENTER OF SURFACED
 RP0858'ROAD AND 45.3 FEET WEST SOUTHWEST OF POWERLINE POLE
 RP0858'NO. 40.  STATION IS MARKED BY A STANDARD TRIANGULATION
 RP0858'STATION DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 RP0858'MONUMENT THAT IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 RP0858'THE DISK IS STAMPED LUCCA 1954.
 RP0858'
 RP0858'TO REACH FROM THE MAIN INTERSECTION IN FINGAL, GO SOUTH FOR 0.1
 RP0858'MILE TO SURFACED ROAD.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 4.0
 RP0858'MILES TO A CROSSROAD AND STATION ON THE LEFT, NORTH SIDE OF
 RP0858'ROAD AS DESCRIBED.  CONTINUE EAST ON PAVED ROAD FOR 0.5 MILE
 RP0858'TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE OF ROAD.
 RP0858'
 RP0858'AZIMUTH MARK IS 71 FEET SOUTH OF THE CENTER OF PAVED ROAD, 2.3
 RP0858'FEET SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED AND
 RP0858'1.7 FEET EAST OF A 4X4 INCH WOODEN WITNESS POST PAINTED
 RP0858'WHITE.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12
 RP0858'INCH CONCRETE CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE
 RP0858'SURFACE OF THE GROUND.  THE DISK IS STAMPED LUCCA 1954 RESET 1963.
 RP0858'
 RP0858'REFERENCE MARK NO. 3 IS 68-1/2 FEET NORTH OF CENTER OF PAVED
 RP0858'ROAD AND 28 FEET EAST OF A POWERLINE POLE.  IT IS MARKED BY A
 RP0858'STANDARD DISK, SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT
 RP0858'THAT PROJECTS 4 INCHES ABOVE SURFACE OF THE GROUND.  THE DISK
 RP0858'IS STAMPED LUCCA NO 3 1954.
 RP0858'
 RP0858'REFERENCE MARK NO. 4 IS 73 FEET SOUTH OF CENTER OF PAVED
 RP0858'ROAD.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF ROUND
 RP0858'MONUMENT.  THE DISK IS STAMPED LUCCA 1954 1967.  THE MARK IS FLUSH
 RP0858'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0859 ***********************************************************************
 RP0859  DESIGNATION -  LUCCA RM A
 RP0859  PID         -  RP0859
 RP0859  STATE/COUNTY-  ND/BARNES
 RP0859  USGS QUAD   -  TOWER CITY SW (1965)
 RP0859
 RP0859                         *CURRENT SURVEY CONTROL
 RP0859  ___________________________________________________________________
 RP0859* NAD 83(1996)-  46 45 39.18589(N)    097 42 12.69492(W)     ADJUSTED  
 RP0859* NAVD 88     -       366.4    (meters)    1202.     (feet)  VERTCON   
 RP0859  ___________________________________________________________________
 RP0859  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 RP0859  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 RP0859
 RP0859  HORZ ORDER  -  FIRST
 RP0859
 RP0859.The horizontal coordinates were established by classical geodetic methods
 RP0859.and adjusted by the National Geodetic Survey in January 1998..
 RP0859
 RP0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0859
 RP0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0859
 RP0859.The geoid height was determined by GEOID03.
 RP0859
 RP0859;                    North         East     Units Scale Factor Converg.
 RP0859;SPC ND S     -   125,431.500   813,576.963   MT  0.99993668   +2 02 22.9
 RP0859;SPC ND S     -   411,520.67  2,669,215.76   iFT  0.99993668   +2 02 22.9
 RP0859;UTM  14      - 5,179,408.753   599,003.518   MT  0.99972047   +0 56 40.4
 RP0859
 RP0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0859!SPC ND S     -   0.99994658  x   0.99993668  =   0.99988327
 RP0859!UTM  14      -   0.99994658  x   0.99972047  =   0.99966707
 RP0859
 RP0859:                Primary Azimuth Mark                     Grid Az
 RP0859:SPC ND S     -  ALICE                                    082 14 00.5
 RP0859:UTM  14      -  ALICE                                    083 19 43.0
 RP0859
 RP0859|---------------------------------------------------------------------|
 RP0859| PID    Reference Object                     Distance      Geod. Az  |
 RP0859|                                                           dddmmss.s |
 RP0859| RP0784 ALICE                               APPROX.16.6 KM 0841623.4 |
 RP0859| RP0858 LUCCA                                25.022 METERS 15127     |
 RP0859| RP0871 ENDERLIN ATT MICROWAVE TOWER        APPROX.14.5 KM 1774708.6 |
 RP0859|---------------------------------------------------------------------|
 RP0859
 RP0859                          SUPERSEDED SURVEY CONTROL
 RP0859
 RP0859  NAD 83(1986)-  46 45 39.18891(N)    097 42 12.68509(W) AD(       ) 1
 RP0859  NAD 27      -  46 45 39.26883(N)    097 42 11.30955(W) AD(       ) 1
 RP0859  NGVD 29 (07/19/86)  366.1    (m)         1201.     (f) VERT ANG       
 RP0859
 RP0859.Superseded values are not recommended for survey control.
 RP0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0859.See file dsdata.txt to determine how the superseded data were derived.
 RP0859
 RP0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS9900479409(NAD 83)
 RP0859_MARKER: DS = TRIANGULATION STATION DISK
 RP0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0859+STABILITY: SURFACE MOTION
 RP0859
 RP0859  HISTORY     - Date     Condition        Report By
 RP0859  HISTORY     - 1967     MONUMENTED       CGS
 RP0859
 RP0859                          STATION DESCRIPTION
 RP0859
 RP0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0859'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 RP0859'TRIANGULATION STATION LUCCA 1954.
 RP0859'
 RP0859'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 RP0859'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE
 RP0859'SURFACE OF THE GROUND AND IS STAMPED LUCCA RMA 1967.  IT IS 131
 RP0859'FEET NORTH OF THE CENTER OF A PAVED ROAD, 120 FEET WEST OF CENTER
 RP0859'OF A GRAVELED ROAD, AND 95.0 FEET NORTHWEST OF POWERLINE POLE
 RP0859'NUMBER 113-14-1-40.  MARK IS IN THE SOUTHEAST CORNER OF A LARGE
 RP0859'CULTIVATED FIELD.
 RP0859'
 RP0859'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LUCCA 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0123 ***********************************************************************
 SO0123  DESIGNATION -  LUCKY
 SO0123  PID         -  SO0123
 SO0123  STATE/COUNTY-  ND/MCLEAN
 SO0123  USGS QUAD   -  PARSHALL SW (1967)
 SO0123
 SO0123                         *CURRENT SURVEY CONTROL
 SO0123  ___________________________________________________________________
 SO0123* NAD 83(1996)-  47 50 10.88469(N)    102 07 45.51511(W)     ADJUSTED  
 SO0123* NAVD 88     -       678.350  (meters)    2225.55   (feet)  ADJUSTED  
 SO0123  ___________________________________________________________________
 SO0123  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 SO0123  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0123  DYNAMIC HT  -         678.436 (meters)    2225.84  (feet)  COMP
 SO0123  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SO0123
 SO0123  HORZ ORDER  -  SECOND
 SO0123  VERT ORDER  -  SECOND    CLASS 0
 SO0123
 SO0123.The horizontal coordinates were established by classical geodetic methods
 SO0123.and adjusted by the National Geodetic Survey in January 1998..
 SO0123
 SO0123.The orthometric height was determined by differential leveling
 SO0123.and adjusted by the National Geodetic Survey in June 1991..
 SO0123
 SO0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0123
 SO0123.The geoid height was determined by GEOID03.
 SO0123
 SO0123.The dynamic height is computed by dividing the NAVD 88
 SO0123.geopotential number by the normal gravity value computed on the
 SO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0123.degrees latitude (g = 980.6199 gals.).
 SO0123
 SO0123.The modeled gravity was interpolated from observed gravity values.
 SO0123
 SO0123;                    North         East     Units Scale Factor Converg.
 SO0123;SPC ND N     -    94,276.797   478,043.951   MT  0.99994519   -1 12 44.7
 SO0123;SPC ND N     -   309,307.08  1,568,385.67   iFT  0.99994519   -1 12 44.7
 SO0123;UTM  13      - 5,302,102.583   714,808.124   MT  1.00016704   +2 07 43.2
 SO0123
 SO0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0123!SPC ND N     -   0.99989655  x   0.99994519  =   0.99984174
 SO0123!UTM  13      -   0.99989655  x   1.00016704  =   1.00006357
 SO0123
 SO0123|---------------------------------------------------------------------|
 SO0123| PID    Reference Object                     Distance      Geod. Az  |
 SO0123|                                                           dddmmss.s |
 SO0123| SO0122 LUCKY RM 1                           15.160 METERS 00236     |
 SO0123| SO0121 LUCKY AZ MK                                        0032123.4 |
 SO0123| SO0124 LUCKY RM 2                           18.495 METERS 17725     |
 SO0123|---------------------------------------------------------------------|
 SO0123
 SO0123                          SUPERSEDED SURVEY CONTROL
 SO0123
 SO0123  NAD 83(1986)-  47 50 10.88328(N)    102 07 45.51153(W) AD(       ) 2
 SO0123  NAD 27      -  47 50 10.84510(N)    102 07 43.90880(W) AD(       ) 2
 SO0123  NGVD 29 (??/??/92)  677.917  (m)         2224.13   (f) ADJ UNCH    2 0
 SO0123
 SO0123.Superseded values are not recommended for survey control.
 SO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0123.See file dsdata.txt to determine how the superseded data were derived.
 SO0123
 SO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP1480802103(NAD 83)
 SO0123_MARKER: DS = TRIANGULATION STATION DISK
 SO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0123_STAMPING: LUCKY 1962
 SO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0123+STABILITY: SURFACE MOTION
 SO0123
 SO0123  HISTORY     - Date     Condition        Report By
 SO0123  HISTORY     - 1962     MONUMENTED       CGS
 SO0123  HISTORY     - 1962     GOOD             CGS
 SO0123
 SO0123                          STATION DESCRIPTION
 SO0123
 SO0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0123'THE STATION IS LOCATED 8 MILES SOUTH OF THE TOWN OF PARSHALL,
 SO0123'IN THE SE 1/4 OF SEC. 1, T150N, R90W, ON A CUT BANK, ABOUT
 SO0123'20 FEET HIGHER THAN THE HIGHWAY.
 SO0123'
 SO0123'TO REACH FROM THE POST OFFICE IN PARSHALL, GO NORTH 1/2 BLOCK,
 SO0123'THENCE TURN RIGHT, EAST, FOR 0.2 MILE TO STATE HIGHWAY 37.
 SO0123'TURN RIGHT AND GO SOUTH FOR 7.2 MILES TO A CROSSROAD AND THE
 SO0123'MOUNTRAIL-MC LEAN COUNTY LINE.  CONTINUE AHEAD, SOUTH, ON
 SO0123'STATE HIGHWAY 37 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT,
 SO0123'EAST, SIDE OF THE ROAD.  CONTINUE AHEAD SOUTH, FOR 0.4
 SO0123'MILE TO THE STATION ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 SO0123'
 SO0123'THE STATION MARK IS A STANDARD DISK STAMPED LUCKY 1962 AND
 SO0123'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SO0123'3 INCHES.  IT IS 80 FEET WEST OF THE CENTER OF A ROAD, 21 FEET
 SO0123'SOUTH OF A TELEPHONE POLE AND 1.2 FEET SOUTHEAST OF A WITNESS
 SO0123'POST.
 SO0123'
 SO0123'REFERENCE MARK NO. 1, STAMPED LUCKY NO 1 1962, IS A STANDARD
 SO0123'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0123'WHICH PROJECTS 2 INCHES.  IT IS 48.9 FEET NORTH OF A WITNESS
 SO0123'POST.
 SO0123'
 SO0123'REFERENCE MARK NO. 2, STAMPED LUCKY NO 2 1962, IS A STANDARD
 SO0123'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0123'WHICH PROJECTS 4 INCHES.  IT IS 61.7 FEET SOUTH OF A WITNESS
 SO0123'POST.
 SO0123'
 SO0123'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LUCKY 1962 AND SET
 SO0123'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SO0123'4 INCHES.  IT IS 70 FEET EAST OF THE CENTER OF A ROAD, 5.4
 SO0123'FEET SOUTH OF A WITNESS POST AND ABOUT 20 FEET HIGHER THAN
 SO0123'THE HIGHWAY.
 SO0123
 SO0123                          STATION RECOVERY (1962)
 SO0123
 SO0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SO0123'8.2 MI S FROM PARSHALL.
 SO0123'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0123'PARSHALL, THENCE 8.0 MILES SOUTH ALONG STATE HIGHWAY 37, 0.2 MILE
 SO0123'NORTH OF A ROAD INTERSECTION, 81 FEET WEST OF THE CENTERLINE OF THE
 SO0123'HIGHWAY, 20 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 60.0 FEET SOUTH
 SO0123'OF R.M. 1, 60 FEET NORTH OF R.M. 2, 1.0 FOOT SOUTHEAST OF A WITNESS
 SO0123'POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 SO0123'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0121 ***********************************************************************
 SO0121  DESIGNATION -  LUCKY AZ MK
 SO0121  PID         -  SO0121
 SO0121  STATE/COUNTY-  ND/MCLEAN
 SO0121  USGS QUAD   -  PARSHALL SW (1967)
 SO0121
 SO0121                         *CURRENT SURVEY CONTROL
 SO0121  ___________________________________________________________________
 SO0121* NAD 83(1986)-  47 50 31.     (N)    102 07 44.     (W)     SCALED    
 SO0121* NAVD 88     -       673.438  (meters)    2209.44   (feet)  ADJUSTED  
 SO0121  ___________________________________________________________________
 SO0121  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0121  DYNAMIC HT  -         673.523 (meters)    2209.72  (feet)  COMP
 SO0121  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 SO0121
 SO0121  VERT ORDER  -  SECOND    CLASS 0
 SO0121
 SO0121.The horizontal coordinates were scaled from a topographic map and have
 SO0121.an estimated accuracy of +/- 6 seconds.
 SO0121
 SO0121.The orthometric height was determined by differential leveling
 SO0121.and adjusted by the National Geodetic Survey in June 1991..
 SO0121
 SO0121.The geoid height was determined by GEOID03.
 SO0121
 SO0121.The dynamic height is computed by dividing the NAVD 88
 SO0121.geopotential number by the normal gravity value computed on the
 SO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0121.degrees latitude (g = 980.6199 gals.).
 SO0121
 SO0121.The modeled gravity was interpolated from observed gravity values.
 SO0121
 SO0121;                    North         East    Units  Estimated Accuracy
 SO0121;SPC ND N     -    94,900.      478,090.      MT  (+/- 180 meters Scaled)
 SO0121
 SO0121                          SUPERSEDED SURVEY CONTROL
 SO0121
 SO0121  NGVD 29 (??/??/92)  673.003  (m)         2208.01   (f) ADJ UNCH    2 0
 SO0121
 SO0121.Superseded values are not recommended for survey control.
 SO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0121.See file dsdata.txt to determine how the superseded data were derived.
 SO0121
 SO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP148027(NAD 83)
 SO0121_MARKER: DZ = AZIMUTH MARK DISK
 SO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0121_STAMPING: LUCKY 1962
 SO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0121+STABILITY: SURFACE MOTION
 SO0121
 SO0121  HISTORY     - Date     Condition        Report By
 SO0121  HISTORY     - 1962     MONUMENTED       CGS
 SO0121
 SO0121                          STATION DESCRIPTION
 SO0121
 SO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0121'7.7 MI S FROM PARSHALL.
 SO0121'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0121'PARSHALL, THENCE 7.5 MILES SOUTH ALONG STATE HIGHWAY 37, 0.3 MILE
 SO0121'SOUTH OF THE MOUNTRAIL-MCLEAN COUNTY LINE, ON THE CREST OF A SMALL
 SO0121'HILL, 70.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF
 SO0121'THE WEST EDGE OF A FIELD, 5.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 SO0121'6 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SO0121'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0122 ***********************************************************************
 SO0122  DESIGNATION -  LUCKY RM 1
 SO0122  PID         -  SO0122
 SO0122  STATE/COUNTY-  ND/MCLEAN
 SO0122  USGS QUAD   -  PARSHALL SW (1967)
 SO0122
 SO0122                         *CURRENT SURVEY CONTROL
 SO0122  ___________________________________________________________________
 SO0122* NAD 83(1986)-  47 50 10.     (N)    102 07 45.     (W)     SCALED    
 SO0122* NAVD 88     -       678.074  (meters)    2224.65   (feet)  ADJUSTED  
 SO0122  ___________________________________________________________________
 SO0122  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0122  DYNAMIC HT  -         678.160 (meters)    2224.93  (feet)  COMP
 SO0122  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SO0122
 SO0122  VERT ORDER  -  SECOND    CLASS 0
 SO0122
 SO0122.The horizontal coordinates were scaled from a topographic map and have
 SO0122.an estimated accuracy of +/- 6 seconds.
 SO0122
 SO0122.The orthometric height was determined by differential leveling
 SO0122.and adjusted by the National Geodetic Survey in June 1991..
 SO0122
 SO0122.The geoid height was determined by GEOID03.
 SO0122
 SO0122.The dynamic height is computed by dividing the NAVD 88
 SO0122.geopotential number by the normal gravity value computed on the
 SO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0122.degrees latitude (g = 980.6199 gals.).
 SO0122
 SO0122.The modeled gravity was interpolated from observed gravity values.
 SO0122
 SO0122;                    North         East    Units  Estimated Accuracy
 SO0122;SPC ND N     -    94,250.      478,050.      MT  (+/- 180 meters Scaled)
 SO0122
 SO0122                          SUPERSEDED SURVEY CONTROL
 SO0122
 SO0122  NGVD 29 (??/??/92)  677.640  (m)         2223.22   (f) ADJ UNCH    2 0
 SO0122
 SO0122.Superseded values are not recommended for survey control.
 SO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0122.See file dsdata.txt to determine how the superseded data were derived.
 SO0122
 SO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP148020(NAD 83)
 SO0122_MARKER: DR = REFERENCE MARK DISK
 SO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0122_STAMPING: LUCKY NO 1 1962
 SO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0122+STABILITY: SURFACE MOTION
 SO0122
 SO0122  HISTORY     - Date     Condition        Report By
 SO0122  HISTORY     - 1962     MONUMENTED       CGS
 SO0122
 SO0122                          STATION DESCRIPTION
 SO0122
 SO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0122'8.2 MI S FROM PARSHALL.
 SO0122'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0122'PARSHALL, THENCE 8.0 MILES SOUTH ALONG STATE HIGHWAY 37, 81 FEET WEST
 SO0122'OF THE CENTERLINE OF THE HIGHWAY, 110.0 FEET NORTH OF R.M. 2, 50.0
 SO0122'FEET NORTH OF THE STATION MARK, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 SO0122'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0124 ***********************************************************************
 SO0124  DESIGNATION -  LUCKY RM 2
 SO0124  PID         -  SO0124
 SO0124  STATE/COUNTY-  ND/MCLEAN
 SO0124  USGS QUAD   -  PARSHALL SW (1967)
 SO0124
 SO0124                         *CURRENT SURVEY CONTROL
 SO0124  ___________________________________________________________________
 SO0124* NAD 83(1986)-  47 50 10.     (N)    102 07 45.     (W)     SCALED    
 SO0124* NAVD 88     -       678.218  (meters)    2225.12   (feet)  ADJUSTED  
 SO0124  ___________________________________________________________________
 SO0124  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0124  DYNAMIC HT  -         678.304 (meters)    2225.40  (feet)  COMP
 SO0124  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SO0124
 SO0124  VERT ORDER  -  SECOND    CLASS 0
 SO0124
 SO0124.The horizontal coordinates were scaled from a topographic map and have
 SO0124.an estimated accuracy of +/- 6 seconds.
 SO0124
 SO0124.The orthometric height was determined by differential leveling
 SO0124.and adjusted by the National Geodetic Survey in June 1991..
 SO0124
 SO0124.The geoid height was determined by GEOID03.
 SO0124
 SO0124.The dynamic height is computed by dividing the NAVD 88
 SO0124.geopotential number by the normal gravity value computed on the
 SO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0124.degrees latitude (g = 980.6199 gals.).
 SO0124
 SO0124.The modeled gravity was interpolated from observed gravity values.
 SO0124
 SO0124;                    North         East    Units  Estimated Accuracy
 SO0124;SPC ND N     -    94,250.      478,050.      MT  (+/- 180 meters Scaled)
 SO0124
 SO0124                          SUPERSEDED SURVEY CONTROL
 SO0124
 SO0124  NGVD 29 (??/??/92)  677.785  (m)         2223.70   (f) ADJ UNCH    2 0
 SO0124
 SO0124.Superseded values are not recommended for survey control.
 SO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0124.See file dsdata.txt to determine how the superseded data were derived.
 SO0124
 SO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP148020(NAD 83)
 SO0124_MARKER: DR = REFERENCE MARK DISK
 SO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0124_STAMPING: LUCKY NO 2 1962
 SO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0124+STABILITY: SURFACE MOTION
 SO0124
 SO0124  HISTORY     - Date     Condition        Report By
 SO0124  HISTORY     - 1962     MONUMENTED       CGS
 SO0124  HISTORY     - 1963     GOOD             NGS
 SO0124
 SO0124                          STATION DESCRIPTION
 SO0124
 SO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0124'8.2 MI S FROM PARSHALL.
 SO0124'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0124'PARSHALL, THENCE 8.0 MILES SOUTH ALONG STATE HIGHWAY 37, 81 FEET WEST
 SO0124'OF THE CENTERLINE OF THE HIGHWAY, 110.0 FEET SOUTH OF R.M. 1, 60.0
 SO0124'FEET SOUTH OF THE STATION MARK, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 SO0124'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SO0124
 SO0124                          STATION RECOVERY (1963)
 SO0124
 SO0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SO0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0634 ***********************************************************************
 RQ0634  DESIGNATION -  LUDDEN
 RQ0634  PID         -  RQ0634
 RQ0634  STATE/COUNTY-  ND/DICKEY
 RQ0634  USGS QUAD   -  OAKES SE (1955)
 RQ0634
 RQ0634                         *CURRENT SURVEY CONTROL
 RQ0634  ___________________________________________________________________
 RQ0634* NAD 83(1996)-  46 01 48.46497(N)    098 02 57.97122(W)     ADJUSTED  
 RQ0634* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 RQ0634  ___________________________________________________________________
 RQ0634  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 RQ0634  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 RQ0634
 RQ0634  HORZ ORDER  -  FIRST
 RQ0634
 RQ0634.The horizontal coordinates were established by classical geodetic methods
 RQ0634.and adjusted by the National Geodetic Survey in January 1998..
 RQ0634
 RQ0634.The orthometric height was scaled from a topographic map.
 RQ0634
 RQ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0634
 RQ0634.The geoid height was determined by GEOID03.
 RQ0634
 RQ0634;                    North         East     Units Scale Factor Converg.
 RQ0634;SPC ND S     -    43,360.863   789,701.286   MT  1.00003364   +1 47 14.6
 RQ0634;SPC ND S     -   142,260.05  2,590,883.48   iFT  1.00003364   +1 47 14.6
 RQ0634;SPC SD N     -   245,950.785   751,013.347   MT  1.00008545   +1 22 49.8
 RQ0634;SPC SD N     -   806,923.53  2,463,949.62   sFT  1.00008545   +1 22 49.8
 RQ0634;UTM  14      - 5,097,834.264   573,564.258   MT  0.99966653   +0 41 03.0
 RQ0634
 RQ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0634!SPC ND S     -   0.99994120  x   1.00003364  =   0.99997484
 RQ0634!SPC SD N     -   0.99994120  x   1.00008545  =   1.00002664
 RQ0634!UTM  14      -   0.99994120  x   0.99966653  =   0.99960775
 RQ0634
 RQ0634|---------------------------------------------------------------------|
 RQ0634| PID    Reference Object                     Distance      Geod. Az  |
 RQ0634|                                                           dddmmss.s |
 RQ0634| CO5936 LUDDEN RM 2                          26.434 METERS 08854     |
 RQ0634| CO5934 LUDDEN AZ MK                                       1815427.3 |
 RQ0634| RQ0632 OAKES MUNICIPAL TANK                APPROX.12.4 KM 3434113.2 |
 RQ0634| RQ0629 OAKES ST CHARLES CATH CH CROSS      APPROX.12.7 KM 3450237.5 |
 RQ0634| CO5935 LUDDEN RM 1                          31.662 METERS 35602     |
 RQ0634|---------------------------------------------------------------------|
 RQ0634
 RQ0634                          SUPERSEDED SURVEY CONTROL
 RQ0634
 RQ0634  NAD 83(1986)-  46 01 48.46877(N)    098 02 57.97293(W) AD(       ) 1
 RQ0634  NAD 83(1986)-  46 01 48.46961(N)    098 02 57.97195(W) AD(       ) 1
 RQ0634  NAD 27      -  46 01 48.57400(N)    098 02 56.60400(W) AD(       ) 1
 RQ0634
 RQ0634.Superseded values are not recommended for survey control.
 RQ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0634.See file dsdata.txt to determine how the superseded data were derived.
 RQ0634
 RQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR7356497834(NAD 83)
 RQ0634_MARKER: DS = TRIANGULATION STATION DISK
 RQ0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0634
 RQ0634  HISTORY     - Date     Condition        Report By
 RQ0634  HISTORY     - 1934     MONUMENTED       CGS
 RQ0634
 RQ0634                          STATION DESCRIPTION
 RQ0634
 RQ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0634'STATION IS LOCATED ABOUT 5-1/2 MILES NE OF LUDDEN AND 9-1/2
 RQ0634'MILES SE OF OAKES, IN THE W CENTER OF SEC. 35, T 129 N, R
 RQ0634'59 W.  MARK IS ON LOW FLAT GROUND ON E SIDE OF SECTION LINE
 RQ0634'ROAD 36 FEET FROM CENTER LINE AND 10 FEET E OF FENCE CORNER.
 RQ0634'
 RQ0634'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RQ0634'DISKS SET IN CONCRETE.
 RQ0634'
 RQ0634'REFERENCE MARK NO. 1 IS N OF STATION 103.88 FEET, (31.662
 RQ0634'METERS) ALONG SECTION LINE FENCE AND 30 FEET E OF CENTER
 RQ0634'LINE OF SECTION LINE ROAD.
 RQ0634'
 RQ0634'REFERENCE MARK NO. 2 IS E OF STATION 86.73 FEET, (26.434
 RQ0634'METERS) 1 FOOT S OF E AND W SECTION LINE FENCE.
 RQ0634'
 RQ0634'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE S OF STATION IN NE
 RQ0634'FENCE CORNER 25 FEET S OF SECTION LINE ROAD.
 RQ0634'
 RQ0634'TO REACH STATION FROM LUDDEN GO E ON STATE HIGHWAY 11 FOR
 RQ0634'1.65 MILES THEN N 1.0 MILE THEN E ON DIRT ROAD 2.0 MILES
 RQ0634'THEN N 0.5 MILE TO STATION.
 RQ0634'
 RQ0634'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0917 ***********************************************************************
 RR0917  DESIGNATION -  LUKO
 RR0917  PID         -  RR0917
 RR0917  STATE/COUNTY-  ND/SIOUX
 RR0917  USGS QUAD   -  LOOKOUT BUTTE SE (1971)
 RR0917
 RR0917                         *CURRENT SURVEY CONTROL
 RR0917  ___________________________________________________________________
 RR0917* NAD 83(1996)-  46 02 47.77213(N)    101 15 16.97769(W)     ADJUSTED  
 RR0917* NAVD 88     -       713.8    (meters)    2342.     (feet)  VERTCON   
 RR0917  ___________________________________________________________________
 RR0917  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 RR0917  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 RR0917
 RR0917  HORZ ORDER  -  FIRST
 RR0917
 RR0917.The horizontal coordinates were established by classical geodetic methods
 RR0917.and adjusted by the National Geodetic Survey in January 1998..
 RR0917
 RR0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0917
 RR0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0917
 RR0917.The geoid height was determined by GEOID03.
 RR0917
 RR0917;                    North         East     Units Scale Factor Converg.
 RR0917;SPC ND S     -    42,513.479   541,585.474   MT  1.00002968   -0 33 01.7
 RR0917;SPC ND S     -   139,479.92  1,776,855.23   iFT  1.00002968   -0 33 01.7
 RR0917;SPC SD N     -   246,715.352   502,882.296   MT  1.00009043   -0 53 16.8
 RR0917;SPC SD N     -   809,431.95  1,649,873.00   sFT  1.00009043   -0 53 16.8
 RR0917;UTM  14      - 5,101,697.021   325,560.340   MT  0.99997408   -1 37 24.9
 RR0917
 RR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0917!SPC ND S     -   0.99989133  x   1.00002968  =   0.99992101
 RR0917!SPC SD N     -   0.99989133  x   1.00009043  =   0.99998175
 RR0917!UTM  14      -   0.99989133  x   0.99997408  =   0.99986541
 RR0917
 RR0917|---------------------------------------------------------------------|
 RR0917| PID    Reference Object                     Distance      Geod. Az  |
 RR0917|                                                           dddmmss.s |
 RR0917| CQ8523 LUKO RM 1                            19.080 METERS 11247     |
 RR0917| CQ8522 LUKO AZ MK                                         1625502.3 |
 RR0917| CQ8524 LUKO RM 2                            19.098 METERS 24427     |
 RR0917|---------------------------------------------------------------------|
 RR0917
 RR0917                          SUPERSEDED SURVEY CONTROL
 RR0917
 RR0917  NAD 83(1986)-  46 02 47.76399(N)    101 15 16.97401(W) AD(       ) 1
 RR0917  NAD 27      -  46 02 47.75900(N)    101 15 15.51800(W) AD(       ) 1
 RR0917  NGVD 29 (07/19/86)  713.3    (m)         2340.     (f) VERT ANG       
 RR0917
 RR0917.Superseded values are not recommended for survey control.
 RR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0917.See file dsdata.txt to determine how the superseded data were derived.
 RR0917
 RR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2556001697(NAD 83)
 RR0917_MARKER: DS = TRIANGULATION STATION DISK
 RR0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0917
 RR0917  HISTORY     - Date     Condition        Report By
 RR0917  HISTORY     - 1934     MONUMENTED       CGS
 RR0917  HISTORY     - 1956     GOOD             CGS
 RR0917
 RR0917                          STATION DESCRIPTION
 RR0917
 RR0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0917'STATION IS LOCATED IN T 130 N, R 85 W, OF SEC. 25, ABOUT 10
 RR0917'MILES NNE OF MC INTOSH, ON A SMALL BUTTE ON THE N END OF A LONG
 RR0917'RIDGE EXTENDING NW AND SE.  BUTTE DROPS SHARPLY TO THE W AND
 RR0917'SLOPES GRADUALLY TO THE E, AND IS IN A PASTURE THE HIGHEST POINT
 RR0917'IN THE VICINITY.  IT IS ON HIGHEST POINT OF THE HILL.  MARK
 RR0917'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0917'
 RR0917'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0917'BRONZE DISKS SET IN CONCRETE.
 RR0917'
 RR0917'REFERENCE MARK NO. 1 IS 19.080 METERS (62.60 FEET) ESE OF STATION.
 RR0917'MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0917'
 RR0917'REFERENCE MARK NO. 2 IS 19.098 METERS (62.66 FEET) WSW OF STATION.
 RR0917'MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0917'
 RR0917'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SSE OF STATION, AND IS
 RR0917'REACHED BY GOING S 0.1 MILE TO WIRE GATE, THEN SE 0.4 MILE TO
 RR0917'GATE AND N-S ROAD, THEN RIGHT S GO 0.25 MILE TO TOP OF SMALL
 RR0917'HILL.  MARK IS ABOUT 50 FEET W OF CENTER LINE OF N-S ROAD IN
 RR0917'N-S FENCE LINE.  MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 RR0917'OF THE GROUND.
 RR0917'
 RR0917'STATION IS REACHED FROM THE MC INTOSH POST OFFICE BY GOING N 0.1
 RR0917'MILE TO U.S. HIGHWAY 12, TURN RIGHT (E) ON U.S. HIGHWAY 12 AND
 RR0917'GO 0.6 MILE, TAKE LEFT FORK (N) ON HIGHWAYS 65 AND 31, AND GO
 RR0917'5.3 MILES, TURN RIGHT (E) AT SIGN (SELFRIDGE 23 MILES) AND GO
 RR0917'4.0 MILES, TURN LEFT (N) AND GO 2.8 MILES, LEAVE MAIN ROAD TURN
 RR0917'LEFT (W) THROUGH GATE AND GO NW 0.4 MILE TO WIRE GATE, PASS
 RR0917'THROUGH GATE AND GO N ACROSS THE PASTURE 0.1 MILE TO TOP OF
 RR0917'HILL AND STATION.
 RR0917'
 RR0917'HEIGHT OF LIGHT ABOVE STATION MARK - 1.31 METERS.
 RR0917
 RR0917                          STATION RECOVERY (1956)
 RR0917
 RR0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0917'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0917'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1836 ***********************************************************************
 TG1836  DESIGNATION -  LUND
 TG1836  PID         -  TG1836
 TG1836  STATE/COUNTY-  ND/BURKE
 TG1836  USGS QUAD   -  LUNDS VALLEY (1978)
 TG1836
 TG1836                         *CURRENT SURVEY CONTROL
 TG1836  ___________________________________________________________________
 TG1836* NAD 83(1996)-  48 33 31.88434(N)    102 30 38.63931(W)     ADJUSTED  
 TG1836* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 TG1836  ___________________________________________________________________
 TG1836  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TG1836  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 TG1836
 TG1836  HORZ ORDER  -  FIRST
 TG1836
 TG1836.The horizontal coordinates were established by classical geodetic methods
 TG1836.and adjusted by the National Geodetic Survey in January 1998..
 TG1836
 TG1836.The orthometric height was scaled from a topographic map.
 TG1836
 TG1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1836
 TG1836.The geoid height was determined by GEOID03.
 TG1836
 TG1836;                    North         East     Units Scale Factor Converg.
 TG1836;SPC ND N     -   175,257.556   451,597.396   MT  0.99997009   -1 29 46.5
 TG1836;SPC ND N     -   574,991.98  1,481,618.75   iFT  0.99997009   -1 29 46.5
 TG1836;UTM  13      - 5,381,409.638   683,666.670   MT  1.00001447   +1 51 59.6
 TG1836
 TG1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1836!SPC ND N     -   0.99990440  x   0.99997009  =   0.99987450
 TG1836!UTM  13      -   0.99990440  x   1.00001447  =   0.99991887
 TG1836
 TG1836|---------------------------------------------------------------------|
 TG1836| PID    Reference Object                     Distance      Geod. Az  |
 TG1836|                                                           dddmmss.s |
 TG1836| CQ8526 LUND RM 1                            32.705 METERS 01706     |
 TG1836| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX.11.1 KM 0404737.2 |
 TG1836| TG1754 NIOBE RADAR TOWER                   APPROX.17.9 KM 0581934.4 |
 TG1836| CQ8525 LUND AZ MK                                         0823314.5 |
 TG1836| CQ8527 LUND RM 2                            27.158 METERS 11014     |
 TG1836| TG1804 LOSTWOOD FIRST ENGLISH LUTH CH      APPROX.11.3 KM 1445907.7 |
 TG1836| TG1020 Y 326 RESET                                        2954700.5 |
 TG1836|---------------------------------------------------------------------|
 TG1836
 TG1836                          SUPERSEDED SURVEY CONTROL
 TG1836
 TG1836  NAD 83(1986)-  48 33 31.88667(N)    102 30 38.63259(W) AD(       ) 1
 TG1836  NAD 27      -  48 33 31.78380(N)    102 30 36.98300(W) AD(       ) 1
 TG1836
 TG1836.Superseded values are not recommended for survey control.
 TG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1836.See file dsdata.txt to determine how the superseded data were derived.
 TG1836
 TG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8366781410(NAD 83)
 TG1836_MARKER: DS = TRIANGULATION STATION DISK
 TG1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1836
 TG1836  HISTORY     - Date     Condition        Report By
 TG1836  HISTORY     - 1946     MONUMENTED       CGS
 TG1836  HISTORY     - 1959     GOOD             CGS
 TG1836  HISTORY     - 1962     GOOD             CGS
 TG1836  HISTORY     - 1963     GOOD             CGS
 TG1836
 TG1836                          STATION DESCRIPTION
 TG1836
 TG1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1836'THE STATION IS LOCATED ABOUT 18 MILES NORTH-NORTHWEST OF
 TG1836'STANLEY, 7 MILES NORTHWEST OF LOSTWOOD, 4 MILES NORTHEAST OF
 TG1836'LUNDS VALLEY, 300 YARDS SOUTH OF STATE HIGHWAY 8 AND 5 FEET
 TG1836'EAST OF WITNESS POST ON THE TOP OF A PASTURE KNOLL WHICH IS
 TG1836'THE HIGHEST GROUND IN THE VICINITY.  THE MARK PROJECTS 2 INCHES
 TG1836'AND THE DISK IS STAMPED LUND 1946.
 TG1836'
 TG1836'REFERENCE MARK NO. 1 IS 107.30 FEET NORTH OF THE STATION.
 TG1836'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LUND NO
 TG1836'1 1946.
 TG1836'
 TG1836'REFERENCE MARK NO. 2 IS 89.10 FEET EAST OF THE STATION.  THE
 TG1836'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED LUND
 TG1836'NO 2 1946.
 TG1836'
 TG1836'THE AZIMUTH MARK IS 1.2 MILES EAST-NORTHEAST OF THE STATION,
 TG1836'67 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 8, 27 FEET
 TG1836'NORTH OF THE EDGE OF CUT, 3 FEET WEST OF WITNESS POST AND ABOUT
 TG1836'200 YARDS NORTHEAST OF FARM BUILDINGS.  THE MARK PROJECTS 2
 TG1836'INCHES AND THE DISK IS STAMPED LUND 1946.
 TG1836'
 TG1836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TG1836'STATE HIGHWAY 8 JUST NORTH OF STANLEY, GO WEST AND NORTH ON
 TG1836'STATE HIGHWAY 8 FOR 16.0 MILES TO JUNCTION WITH STATE HIGHWAY
 TG1836'50.  CONTINUE NORTH OF STATE HIGHWAYS 8 AND 50 FOR 0.8 MILE TO
 TG1836'JUNCTION OF THE SAME HIGHWAYS.  TURN LEFT AND GO WEST ON STATE
 TG1836'HIGHWAY 50 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 TG1836'DESCRIBED.  CONTINUE WEST ON STATE HIGHWAY 50 FOR 1.1 MILES TO
 TG1836'A WIRE GATE ON THE LEFT.  TURN LEFT OFF THE HIGHWAY, PASS
 TG1836'THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.2 MILE TO
 TG1836'THE HIGHEST POINT AND THE STATION.
 TG1836'
 TG1836'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TG1836
 TG1836                          STATION RECOVERY (1959)
 TG1836
 TG1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 TG1836'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1836'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF HIGHWAY CONSTRUCTION.
 TG1836'ANGLES WERE MEASURED TO A RESET BENCH MARK AND THE ORIGINAL
 TG1836'AZIMUTH MARK WAS DESTROYED.
 TG1836'
 TG1836'THE AZIMUTH MARK, B.M. Y 326 RESET, IS ABOUT 0.3 MILE NORTHWEST
 TG1836'OF THE STATION, OPPOSITE A SIDE ROAD LEADING NORTH, ABOUT 100
 TG1836'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF
 TG1836'A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 5 INCHES AND IS A
 TG1836'STANDARD BENCH MARK DISK STAMPED Y 326 RESET 1959.
 TG1836'
 TG1836'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM STANLEY IS
 TG1836'ADEQUATE.
 TG1836'
 TG1836'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE DESCRIPTION
 TG1836'LEAVES THE HIGHWAY, CONTINUE WEST ON HIGHWAY FOR 0.35 MILE TO
 TG1836'A SIDE ROAD RIGHT AND MARK ON LEFT.
 TG1836
 TG1836                          STATION RECOVERY (1962)
 TG1836
 TG1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1836'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 TG1836'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 TG1836'
 TG1836'A NEW WITNESS POST WAS SET 3.4 FEET SOUTHEAST OF THE STATION
 TG1836'MARK, 109 FEET SOUTHWEST OF REFERENCE MARK NO. 1, 86.1 FEET
 TG1836'NORTHWEST OF REFERENCE MARK NO. 2 AND 1.8 FEET NORTH OF THE
 TG1836'AZIMUTH MARK.
 TG1836'
 TG1836'THE ORIGINAL TO REACH IS ADEQUATE.
 TG1836
 TG1836                          STATION RECOVERY (1963)
 TG1836
 TG1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TG1836'THE STATION WAS RECOVERED AS DESCRIBED IN 1962.  THE HORIZONTAL
 TG1836'DISTANCE AND DIRECTION TO THE CUTS WERE NOT TAKEN AT THIS
 TG1836'TIME.  NEW FENCES HAVE BEEN ESTABLISHED IN THE AREA SO A NEW
 TG1836'TO REACH FOLLOWS.
 TG1836'
 TG1836'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND 50, WHICH
 TG1836'IS 16 MILES NORTH OF STANLEY, GO WEST ON STATE HIGHWAY 50 FOR
 TG1836'4.1 MILES TO AN ABANDONED SECTION LINE ROAD ON THE LEFT.
 TG1836'CONTINUE STRAIGHT AHEAD AND GO WEST ON STATE HIGHWAY 50 FOR
 TG1836'0.45 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH WIRE
 TG1836'GATE, THENCE RIGHT AND GO WEST ALONG THE SOUTH SIDE OF THE
 TG1836'FENCE FOR 0.35 MILE.  TURN LEFT AND GO SOUTH ACROSS AN OPEN
 TG1836'PASTURE FOR 0.15 MILE TO THE HIGHEST PART OF THE HILL AND THE
 TG1836'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0410 ***********************************************************************
 RS0410  DESIGNATION -  LUNDAHL
 RS0410  PID         -  RS0410
 RS0410  STATE/COUNTY-  ND/ADAMS
 RS0410  USGS QUAD   -  TAYLOR BUTTE SE (1974)
 RS0410
 RS0410                         *CURRENT SURVEY CONTROL
 RS0410  ___________________________________________________________________
 RS0410* NAD 83(1996)-  46 03 27.16730(N)    102 35 52.86893(W)     ADJUSTED  
 RS0410* NAVD 88     -       870.     (meters)    2854.     (feet)  SCALED    
 RS0410  ___________________________________________________________________
 RS0410  LAPLACE CORR-          -7.93  (seconds)                    DEFLEC99
 RS0410  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 RS0410
 RS0410  HORZ ORDER  -  FIRST
 RS0410
 RS0410.The horizontal coordinates were established by classical geodetic methods
 RS0410.and adjusted by the National Geodetic Survey in January 1998..
 RS0410
 RS0410.The orthometric height was scaled from a topographic map.
 RS0410
 RS0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0410
 RS0410.The geoid height was determined by GEOID03.
 RS0410
 RS0410;                    North         East     Units Scale Factor Converg.
 RS0410;SPC ND S     -    45,617.218   437,663.981   MT  1.00002710   -1 31 48.9
 RS0410;SPC ND S     -   149,662.79  1,435,905.45   iFT  1.00002710   -1 31 48.9
 RS0410;SPC SD N     -   250,405.120   398,973.258   MT  1.00009378   -1 50 19.4
 RS0410;SPC SD N     -   821,537.46  1,308,964.76   sFT  1.00009378   -1 50 19.4
 RS0410;UTM  13      - 5,103,246.339   685,796.087   MT  1.00002438   +1 43 48.0
 RS0410
 RS0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0410!SPC ND S     -   0.99986648  x   1.00002710  =   0.99989358
 RS0410!SPC SD N     -   0.99986648  x   1.00009378  =   0.99996025
 RS0410!UTM  13      -   0.99986648  x   1.00002438  =   0.99989086
 RS0410
 RS0410:                Primary Azimuth Mark                     Grid Az
 RS0410:SPC ND S     -  LUNDAHL AZ MK                            058 26 19.8
 RS0410:SPC SD N     -  LUNDAHL AZ MK                            058 44 50.3
 RS0410:UTM  13      -  LUNDAHL AZ MK                            055 10 42.9
 RS0410
 RS0410|---------------------------------------------------------------------|
 RS0410| PID    Reference Object                     Distance      Geod. Az  |
 RS0410|                                                           dddmmss.s |
 RS0410| CQ8528 LUNDAHL AZ MK                                      0565430.9 |
 RS0410| CQ8529 LUNDAHL RM 1                         10.188 METERS 13849     |
 RS0410| CQ8530 LUNDAHL RM 2                          7.033 METERS 24408     |
 RS0410|---------------------------------------------------------------------|
 RS0410
 RS0410                          SUPERSEDED SURVEY CONTROL
 RS0410
 RS0410  NAD 83(1996)-  46 03 27.15631(N)    102 35 52.86863(W) AD(       ) 1
 RS0410  NAD 83(1986)-  46 03 27.15751(N)    102 35 52.86861(W) AD(       ) 1
 RS0410  NAD 27      -  46 03 27.14600(N)    102 35 51.30100(W) AD(       ) 1
 RS0410
 RS0410.Superseded values are not recommended for survey control.
 RS0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0410.See file dsdata.txt to determine how the superseded data were derived.
 RS0410
 RS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM8579603246(NAD 83)
 RS0410_MARKER: DS = TRIANGULATION STATION DISK
 RS0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0410
 RS0410  HISTORY     - Date     Condition        Report By
 RS0410  HISTORY     - 1934     MONUMENTED       CGS
 RS0410
 RS0410                          STATION DESCRIPTION
 RS0410
 RS0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RS0410'STATION IS LOCATED NEAR THE CENTER OF THE NW 1/4 OF SEC. 29,
 RS0410'T 130 N, R 95 W, ABOUT 2 MILES E AND 4 MILES N OF HETTINGER,
 RS0410'ABOUT 1/4 MILES S OF THE E AND W SECTION LINE AND 0.15 MILE
 RS0410'E OF THE N AND S SECTION LINE.  IT IS ON TOP OF A ROCKY
 RS0410'BUTTE IN PASTURE LAND OWNED BY OSCAR LUNDAHL WHO LIVES ABOUT
 RS0410'3/4 MILE S AND 3/4 MILE W OF STATION ON S SIDE OF ROAD.  IS ON
 RS0410'TOP OF THE SMALL ROCKY HILL, ABOUT 25 FEET E OF THE W RIM, 25
 RS0410'FEET W OF THE E RIM, AND 15 FEET S OF N RIM.  MARK PROJECTS
 RS0410'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 RS0410'
 RS0410'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 RS0410'DISKS SET IN CONCRETE.
 RS0410'
 RS0410'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN DRILL
 RS0410'HOLE IN TOP OF SMALL BOULDER, IS 10.188 METERS (33.43 FEET)
 RS0410'SE OF STATION.
 RS0410'
 RS0410'REFERENCE MARK NO. 2 A STANDARD BRONZE DISK SET IN A DRILL
 RS0410'HOLE IN TOP OF SMALL BOULDER, IS 7.033 METERS (23.08 FEET)
 RS0410'W OF STATION.
 RS0410'
 RS0410'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE ENE OF STATION, 30
 RS0410'FEET S OF CENTER LINE OF E AND W ROAD ON S RIGHT-OF-WAY FENCE
 RS0410'LINE.  MARK PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 RS0410'GROUND, AND IS REACHED BY DRIVING ACROSS PASTURE LAND.
 RS0410'
 RS0410'STATION IS REACHED FROM HETTINGER BY GOING E ON U.S. HIGHWAY
 RS0410'12 FOR 0.7 MILE, THEN LEAVE U.S. HIGHWAY 12 TURN LEFT AND GO N
 RS0410'ON GRADED DIRT ROAD FOR 3.0 MILES, TURN RIGHT AND GO E 0.2
 RS0410'MILE TO WHERE MAIN ROAD TURNS N, THEN LEAVE MAIN ROAD
 RS0410'AND CONTINUE STRAIGHT AHEAD (E) AND 0.8 MILE TO SECTION CORNER,
 RS0410'TURN LEFT THROUGH GATE AND GO N ON PRAIRIE ROAD 0.55 MILE,
 RS0410'JUST AFTER PASSING FENCE CORNER TURN RIGHT THROUGH GATE AND
 RS0410'GO NE ACROSS FIELD AND PASTURE 0.35 MILE TO STATION.
 RS0410'
 RS0410'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1787 ***********************************************************************
 TG1787  DESIGNATION -  LUTHERAN BETHLEHEM CH STEEPLE
 TG1787  PID         -  TG1787
 TG1787  STATE/COUNTY-  ND/MOUNTRAIL
 TG1787  USGS QUAD   -  BELDEN SE (1981)
 TG1787
 TG1787                         *CURRENT SURVEY CONTROL
 TG1787  ___________________________________________________________________
 TG1787* NAD 83(1996)-  48 03 06.60455(N)    102 18 38.98150(W)     ADJUSTED  
 TG1787* NAVD 88     -                                                        
 TG1787  ___________________________________________________________________
 TG1787  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 TG1787  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1787
 TG1787  HORZ ORDER  -  THIRD
 TG1787
 TG1787.The horizontal coordinates were established by classical geodetic methods
 TG1787.and adjusted by the National Geodetic Survey in January 1998..
 TG1787
 TG1787
 TG1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1787
 TG1787.The geoid height was determined by GEOID03.
 TG1787
 TG1787;                    North         East     Units Scale Factor Converg.
 TG1787;SPC ND N     -   118,531.048   465,022.812   MT  0.99993601   -1 20 51.0
 TG1787;SPC ND N     -   388,881.39  1,525,665.39   iFT  0.99993601   -1 20 51.0
 TG1787;UTM  13      - 5,325,560.286   700,391.345   MT  1.00009345   +2 00 02.6
 TG1787
 TG1787                          SUPERSEDED SURVEY CONTROL
 TG1787
 TG1787  NAD 83(1986)-  48 03 06.60416(N)    102 18 38.97839(W) AD(       ) 4
 TG1787  NAD 27      -  48 03 06.54600(N)    102 18 37.36000(W) AD(       ) 3
 TG1787
 TG1787.Superseded values are not recommended for survey control.
 TG1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1787.See file dsdata.txt to determine how the superseded data were derived.
 TG1787
 TG1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0039125560(NAD 83)
 TG1787
 TG1787  HISTORY     - Date     Condition        Report By
 TG1787  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1787
 TG1787                          STATION DESCRIPTION
 TG1787
 TG1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1787'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF BELDEN,
 TG1787'8 MILES NORTHEAST ON VAN HOOK, 100 FEET SOUTHWEST OF ROAD
 TG1787'INTERSECTION, 60 FEET SOUTH OF THE CENTERLINE OF ROAD AND 60 FEET
 TG1787'WEST OF THE CENTERLINE OF GRAVEL ROAD.
 TG1787'
 TG1787'THE BUILDING IS OF WOODEN CONSTRUCTION, 60 FEET LONG, 40 FEET
 TG1787'WIDE, 40 FEET HIGH AND FACES EAST.  IT IS PAINTED WHITE.
 TG1787'
 TG1787'THE POINT INTERSECTED WAS THE WEATHER VANE ON TOP OF THE
 TG1787'STEEPLE.
 TG1787'
 TG1787'TO REACH THE STATION FROM THE MAIN STREET IN VAN HOOK, GO EAST
 TG1787'AND NORTH ON STATE HIGHWAY 23 FOR 1.5 MILES TO THE JUNCTION
 TG1787'WITH STATE HIGHWAY 8.  CONTINUE NORTH ON STATE HIGHWAY 8 FOR
 TG1787'5.5. MILES TO CROSSROADS AND A SCHOOL ON THE RIGHT.  TURN RIGHT
 TG1787'AND GO EAST ON GRAVEL ROAD FOR 2.0 MILES TO CROSSROADS.  TURN
 TG1787'LEFT AND GO NORTH FOR 1.0 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0732 ***********************************************************************
 RQ0732  DESIGNATION -  LUTHERAN CHURCH BALL ON SPIRE
 RQ0732  PID         -  RQ0732
 RQ0732  STATE/COUNTY-  ND/MCINTOSH
 RQ0732  USGS QUAD   -  COLDWATER LAKE SW (1982)
 RQ0732
 RQ0732                         *CURRENT SURVEY CONTROL
 RQ0732  ___________________________________________________________________
 RQ0732* NAD 83(1996)-  46 06 36.84879(N)    099 12 44.50220(W)     ADJUSTED  
 RQ0732* NAVD 88     -                                                        
 RQ0732  ___________________________________________________________________
 RQ0732  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 RQ0732  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 RQ0732
 RQ0732  HORZ ORDER  -  THIRD
 RQ0732
 RQ0732.The horizontal coordinates were established by classical geodetic methods
 RQ0732.and adjusted by the National Geodetic Survey in January 1998..
 RQ0732
 RQ0732
 RQ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0732
 RQ0732.The geoid height was determined by GEOID03.
 RQ0732
 RQ0732;                    North         East     Units Scale Factor Converg.
 RQ0732;SPC ND S     -    50,121.812   699,543.495   MT  1.00001517   +0 56 21.1
 RQ0732;SPC ND S     -   164,441.64  2,295,090.21   iFT  1.00001517   +0 56 21.1
 RQ0732;UTM  14      - 5,106,317.479   483,589.028   MT  0.99960331   -0 09 11.0
 RQ0732
 RQ0732                          SUPERSEDED SURVEY CONTROL
 RQ0732
 RQ0732  NAD 83(1986)-  46 06 36.85247(N)    099 12 44.49439(W) AD(       ) 4
 RQ0732  NAD 27      -  46 06 36.96000(N)    099 12 43.09000(W) AD(       ) 3
 RQ0732
 RQ0732.Superseded values are not recommended for survey control.
 RQ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0732.See file dsdata.txt to determine how the superseded data were derived.
 RQ0732
 RQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS8358906317(NAD 83)
 RQ0732_MARKER: 90 = CHURCH SPIRE
 RQ0732
 RQ0732  HISTORY     - Date     Condition        Report By
 RQ0732  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0732
 RQ0732                          STATION DESCRIPTION
 RQ0732
 RQ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0732'POINT OBSERVED UPON WAS THE BALL ON TOP OF SPIRE, ATOP LUTHERAN
 RQ0732'CHURCH 2.5 MILES FROM STATION KESSEL.  CHURCH IS A WHITE FRAME
 RQ0732'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1181 ***********************************************************************
 SM1181  DESIGNATION -  LUTHERAN CHURCH NE OF CATHAY
 SM1181  PID         -  SM1181
 SM1181  STATE/COUNTY-  ND/WELLS
 SM1181  USGS QUAD   -  CATHAY SE (1986)
 SM1181
 SM1181                         *CURRENT SURVEY CONTROL
 SM1181  ___________________________________________________________________
 SM1181* NAD 83(1996)-  47 36 29.45926(N)    099 21 03.94248(W)     ADJUSTED  
 SM1181* NAVD 88     -                                                        
 SM1181  ___________________________________________________________________
 SM1181  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 SM1181  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 SM1181
 SM1181  HORZ ORDER  -  THIRD
 SM1181
 SM1181.The horizontal coordinates were established by classical geodetic methods
 SM1181.and adjusted by the National Geodetic Survey in January 1998..
 SM1181
 SM1181
 SM1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1181
 SM1181.The geoid height was determined by GEOID03.
 SM1181
 SM1181;                    North         East     Units Scale Factor Converg.
 SM1181;SPC ND N     -    68,262.497   686,378.837   MT  0.99997022   +0 51 17.8
 SM1181;SPC ND N     -   223,958.32  2,251,899.07   iFT  0.99997022   +0 51 17.8
 SM1181;UTM  14      - 5,272,812.611   473,612.202   MT  0.99960856   -0 15 33.5
 SM1181
 SM1181                          SUPERSEDED SURVEY CONTROL
 SM1181
 SM1181  NAD 83(1986)-  47 36 29.46304(N)    099 21 03.93865(W) AD(       ) 4
 SM1181  NAD 27      -  47 36 29.46700(N)    099 21 02.52100(W) AD(       ) 3
 SM1181
 SM1181.Superseded values are not recommended for survey control.
 SM1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1181.See file dsdata.txt to determine how the superseded data were derived.
 SM1181
 SM1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT7361272813(NAD 83)
 SM1181_MARKER: 91 = CHURCH CROSS
 SM1181
 SM1181  HISTORY     - Date     Condition        Report By
 SM1181  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1181  HISTORY     - 1960     GOOD             CGS
 SM1181
 SM1181                          STATION DESCRIPTION
 SM1181
 SM1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1181'THIS INTERSECTION STATION IS LOCATED APPROXIMATELY 1.5 MILES
 SM1181'NE OF STATION BERGE AND 4 MILES NE OF THE TOWN OF CATHAY, 7
 SM1181'PACES E OF N-S SECTION LINE ROAD, 20 PACES S OF A SMALL RED SHED.
 SM1181'
 SM1181'IT IS OF WOOD CONSTRUCTION, PAINTED WHITE, PART OF THE BELL
 SM1181'TOWER IS PAINTED GREEN.  THE YEAR OF CONSTRUCTION COULD NOT BE
 SM1181'DETERMINED.  IT IS ABOUT 50 FEET HIGH.
 SM1181
 SM1181                          STATION RECOVERY (1960)
 SM1181
 SM1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1181'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND
 SM1181'IN GOOD CONDITION.  THE POINT OBSERVED IN 1960 WAS THE CENTER OF
 SM1181'THE CROSS ON TOP OF CHURCH SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2040 ***********************************************************************
 TE2040  DESIGNATION -  LUTHERAN CHURCH SPIRE
 TE2040  PID         -  TE2040
 TE2040  STATE/COUNTY-  ND/BENSON
 TE2040  USGS QUAD   -  HARLOW SW (1958)
 TE2040
 TE2040                         *CURRENT SURVEY CONTROL
 TE2040  ___________________________________________________________________
 TE2040* NAD 83(1996)-  48 06 17.07533(N)    099 44 25.68442(W)     ADJUSTED  
 TE2040* NAVD 88     -                                                        
 TE2040  ___________________________________________________________________
 TE2040  LAPLACE CORR-          -6.49  (seconds)                    DEFLEC99
 TE2040  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 TE2040
 TE2040  HORZ ORDER  -  THIRD
 TE2040
 TE2040.The horizontal coordinates were established by classical geodetic methods
 TE2040.and adjusted by the National Geodetic Survey in January 1998..
 TE2040
 TE2040
 TE2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2040
 TE2040.The geoid height was determined by GEOID03.
 TE2040
 TE2040;                    North         East     Units Scale Factor Converg.
 TE2040;SPC ND N     -   123,105.357   656,560.980   MT  0.99993590   +0 33 54.7
 TE2040;SPC ND N     -   403,888.97  2,154,071.46   iFT  0.99993590   +0 33 54.7
 TE2040;UTM  14      - 5,328,207.245   444,876.490   MT  0.99963734   -0 33 04.3
 TE2040
 TE2040                          SUPERSEDED SURVEY CONTROL
 TE2040
 TE2040  NAD 83(1986)-  48 06 17.07731(N)    099 44 25.68477(W) AD(       ) 4
 TE2040  NAD 27      -  48 06 17.05200(N)    099 44 24.21400(W) AD(       ) 3
 TE2040
 TE2040.Superseded values are not recommended for survey control.
 TE2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2040.See file dsdata.txt to determine how the superseded data were derived.
 TE2040
 TE2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4487628207(NAD 83)
 TE2040_MARKER: 90 = CHURCH SPIRE
 TE2040
 TE2040  HISTORY     - Date     Condition        Report By
 TE2040  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2040
 TE2040                          STATION DESCRIPTION
 TE2040
 TE2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2040'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF THE
 TE2040'SMALL VILLAGE OF ESMOND, AND ABOUT 150 FEET WEST OF A NORTH-SOUTH
 TE2040'SECTION LINE ROAD, AND ABOUT 0.25 MILES SOUTHWEST OF TRIANGULATION
 TE2040'STATION ESMOND.
 TE2040'
 TE2040'IT IS A ONE STORY WHITE FRAME BUILDING FACING EAST, WITH A SPIRE,
 TE2040'APPROXIMATELY 60 FEET HIGH WHICH IS LOCATED OVER THE EAST AND
 TE2040'MAIN ENTRANCE TO THE BUILDING.  THE BUILDING IS 40 FEET IN
 TE2040'WIDTH AND 80 FEET IN LENGTH.
 TE2040'
 TE2040'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30
 TE2040'AND 19 WHICH IS ABOUT 12 MILES WEST OF THE VILLAGE OF MINNEWAUKAN,
 TE2040'GO WEST FOR TEN MILES TO A CROSSROAD OR 4 MILES PAST THE ISABEL
 TE2040'SCHOOL ON THE RIGHT.  HERE TURN RIGHT ON DIRT ROAD AND GO NORTH
 TE2040'FOR 2.75 MILES TO LUTHERAN CHURCH ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2049 ***********************************************************************
 TF2049  DESIGNATION -  LUTHERAN CHURCH STEEPLE
 TF2049  PID         -  TF2049
 TF2049  STATE/COUNTY-  ND/MCHENRY
 TF2049  USGS QUAD   -  BERGEN (1957)
 TF2049
 TF2049                         *CURRENT SURVEY CONTROL
 TF2049  ___________________________________________________________________
 TF2049* NAD 83(1996)-  48 00 53.63469(N)    100 37 42.73018(W)     ADJUSTED  
 TF2049* NAVD 88     -                                                        
 TF2049  ___________________________________________________________________
 TF2049  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 TF2049  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF2049
 TF2049  HORZ ORDER  -  THIRD
 TF2049
 TF2049.The horizontal coordinates were established by classical geodetic methods
 TF2049.and adjusted by the National Geodetic Survey in January 1998..
 TF2049
 TF2049
 TF2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2049
 TF2049.The geoid height was determined by GEOID03.
 TF2049
 TF2049;                    North         East     Units Scale Factor Converg.
 TF2049;SPC ND N     -   112,845.067   590,411.318   MT  0.99993658   -0 05 44.3
 TF2049;SPC ND N     -   370,226.60  1,937,045.01   iFT  0.99993658   -0 05 44.3
 TF2049;UTM  14      - 5,319,239.218   378,555.204   MT  0.99978123   -1 12 38.4
 TF2049
 TF2049                          SUPERSEDED SURVEY CONTROL
 TF2049
 TF2049  NAD 83(1986)-  48 00 53.63717(N)    100 37 42.72889(W) AD(       ) 4
 TF2049  NAD 27      -  48 00 53.60700(N)    100 37 41.20900(W) AD(       ) 3
 TF2049
 TF2049.Superseded values are not recommended for survey control.
 TF2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2049.See file dsdata.txt to determine how the superseded data were derived.
 TF2049
 TF2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7855519239(NAD 83)
 TF2049
 TF2049  HISTORY     - Date     Condition        Report By
 TF2049  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2049
 TF2049                          STATION DESCRIPTION
 TF2049
 TF2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2049'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF
 TF2049'KARLSRUHE AND 50 FEET WEST OF THE CENTERLINE OF ROAD.
 TF2049'
 TF2049'THE BUILDING IS OF WOODEN CONSTRUCTION, 40 FEET LONG, 30
 TF2049'FEET WIDE AND FACES EAST.  THE STEEPLE ON THE EAST END OF THE
 TF2049'BUILDING IS 40 FEET HIGH.
 TF2049'
 TF2049'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TF2049'
 TF2049'TO REACH THE STATION FROM THE POST OFFICE IN KARLSRUHE, GO
 TF2049'SOUTH-SOUTHWEST ON MAIN STREET ACROSS RAILROAD TRACKS FOR
 TF2049'0.15 MILE.  TURN RIGHT AND GO WEST FOR 0.15 MILE TO A NORTH-SOUTH
 TF2049'ROAD.  TURN LEFT AND GO SOUTH 4.5 MILES TO AN EAST-WEST
 TF2049'ROAD.  TURN RIGHT AND GO WEST 0.15 MILE TO A T-ROAD LEFT.  TURN
 TF2049'LEFT AND GO SOUTH 0.5 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1982 ***********************************************************************
 TE1982  DESIGNATION -  LUTHERAN SCANDINAVIAN LUTH CH
 TE1982  PID         -  TE1982
 TE1982  STATE/COUNTY-  ND/RAMSEY
 TE1982  USGS QUAD   -  PENN (1994)
 TE1982
 TE1982                         *CURRENT SURVEY CONTROL
 TE1982  ___________________________________________________________________
 TE1982* NAD 83(1996)-  48 08 24.33216(N)    099 04 16.22372(W)     ADJUSTED  
 TE1982* NAVD 88     -                                                        
 TE1982  ___________________________________________________________________
 TE1982  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 TE1982  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 TE1982
 TE1982  HORZ ORDER  -  THIRD
 TE1982
 TE1982.The horizontal coordinates were established by classical geodetic methods
 TE1982.and adjusted by the National Geodetic Survey in January 1998..
 TE1982
 TE1982
 TE1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1982
 TE1982.The geoid height was determined by GEOID03.
 TE1982
 TE1982;                    North         East     Units Scale Factor Converg.
 TE1982;SPC ND N     -   127,743.258   706,324.828   MT  0.99993631   +1 03 47.7
 TE1982;SPC ND N     -   419,105.18  2,317,338.67   iFT  0.99993631   +1 03 47.7
 TE1982;UTM  14      - 5,331,873.538   494,705.185   MT  0.99960034   -0 03 10.8
 TE1982
 TE1982                          SUPERSEDED SURVEY CONTROL
 TE1982
 TE1982  NAD 83(1986)-  48 08 24.33199(N)    099 04 16.22269(W) AD(       ) 4
 TE1982  NAD 27      -  48 08 24.34000(N)    099 04 14.77000(W) AD(       ) 3
 TE1982
 TE1982.Superseded values are not recommended for survey control.
 TE1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1982.See file dsdata.txt to determine how the superseded data were derived.
 TE1982
 TE1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9470531874(NAD 83)
 TE1982_MARKER: 90 = CHURCH SPIRE
 TE1982
 TE1982  HISTORY     - Date     Condition        Report By
 TE1982  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1982
 TE1982                          STATION DESCRIPTION
 TE1982
 TE1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1982'POINT OBSERVED UPON IS THE 75-FOOT SLATE SPIRE TIP ATOP THE
 TE1982'SCANDINAVIAN FREE LUTHERAN CHURCH, ERECTED IN 1926 AND
 TE1982'LOCATED 160 FEET E OF CENTER LINE OF ROAD AT INTERSECTION
 TE1982'OF STATE HIGHWAYS 19 AND 20.
 TE1982'
 TE1982'TO REACH THE STATION FROM DEVILS LAKE, GO W ON STATE HIGHWAY
 TE1982'19 FOR 10.0 MILES, TURN RIGHT (N), GO 1.2 MILES TO CHURCH,
 TE1982'SE CORNER SEC. 24.
 TE1982'
 TE1982'THIS STATION WAS OBSERVED UPON FROM LAKE AND ANDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0398 ***********************************************************************
 TE0398  DESIGNATION -  M 1
 TE0398  PID         -  TE0398
 TE0398  STATE/COUNTY-  ND/NELSON
 TE0398  USGS QUAD   -  LAKOTA (1983)
 TE0398
 TE0398                         *CURRENT SURVEY CONTROL
 TE0398  ___________________________________________________________________
 TE0398* NAD 83(1986)-  48 02 30.     (N)    098 20 38.     (W)     SCALED    
 TE0398* NAVD 88     -       463.751  (meters)    1521.49   (feet)  ADJUSTED  
 TE0398  ___________________________________________________________________
 TE0398  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0398  DYNAMIC HT  -         463.828 (meters)    1521.74  (feet)  COMP
 TE0398  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 TE0398
 TE0398  VERT ORDER  -  FIRST     CLASS II
 TE0398
 TE0398.The horizontal coordinates were scaled from a topographic map and have
 TE0398.an estimated accuracy of +/- 6 seconds.
 TE0398
 TE0398.The orthometric height was determined by differential leveling
 TE0398.and adjusted by the National Geodetic Survey in June 1991..
 TE0398.WARNING-Repeat measurements at this control monument indicate possible
 TE0398.vertical movement.
 TE0398
 TE0398.The geoid height was determined by GEOID03.
 TE0398
 TE0398.The dynamic height is computed by dividing the NAVD 88
 TE0398.geopotential number by the normal gravity value computed on the
 TE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0398.degrees latitude (g = 980.6199 gals.).
 TE0398
 TE0398.The modeled gravity was interpolated from observed gravity values.
 TE0398
 TE0398;                    North         East    Units  Estimated Accuracy
 TE0398;SPC ND N     -   118,060.      760,740.      MT  (+/- 180 meters Scaled)
 TE0398
 TE0398                          SUPERSEDED SURVEY CONTROL
 TE0398
 TE0398  NGVD 29 (??/??/92)  463.379  (m)         1520.27   (f) ADJ UNCH    1 2
 TE0398
 TE0398.Superseded values are not recommended for survey control.
 TE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0398.See file dsdata.txt to determine how the superseded data were derived.
 TE0398
 TE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU489211(NAD 83)
 TE0398_MARKER: Q = CHISELED SQUARE
 TE0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE0398_SP_SET: BUILDING
 TE0398_MARK LOGO: CGS   
 TE0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0398
 TE0398  HISTORY     - Date     Condition        Report By
 TE0398  HISTORY     - UNK      MONUMENTED       CGS
 TE0398  HISTORY     - 1963     GOOD             NGS
 TE0398  HISTORY     - 1968     GOOD             DOD
 TE0398  HISTORY     - 1982     POOR             NGS
 TE0398
 TE0398                          STATION DESCRIPTION
 TE0398
 TE0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0398'IN LAKOTA.
 TE0398'AT LAKOTA, IN S 27, R 60 W, T 153 N, IN THE NORTHWEST CORNER OF THE
 TE0398'INTERSECTION OF MAIN STREET AND B AVENUE, 9.5 FEET SOUTH OF THE
 TE0398'NORTHEAST CORNER OF A LARGE BRICK BUILDING AT 201 MAIN STREET, 0.3
 TE0398'FOOT NORTH OF THE SOUTH END OF THE MIDDLE ONE OF THREE STEPS AT THE
 TE0398'EAST ENTRANCE TO THE BUILDING WHICH ONCE WAS A BANK, ABOUT 1 1/2 FEET
 TE0398'ABOVE THE LEVEL OF A SIDEWALK, A 1-INCH OUTLINED SQUARE.
 TE0398
 TE0398                          STATION RECOVERY (1968)
 TE0398
 TE0398'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0398'RECOVERED IN GOOD CONDITION.
 TE0398
 TE0398                          STATION RECOVERY (1982)
 TE0398
 TE0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0398'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1537 ***********************************************************************
 TF1537  DESIGNATION -  M 1 B 1
 TF1537  PID         -  TF1537
 TF1537  STATE/COUNTY-  ND/RENVILLE
 TF1537  USGS QUAD   -  GRANO SW (1949)
 TF1537
 TF1537                         *CURRENT SURVEY CONTROL
 TF1537  ___________________________________________________________________
 TF1537* NAD 83(1986)-  48 34 37.     (N)    101 43 00.     (W)     SCALED    
 TF1537* NAVD 88     -       559.697  (meters)    1836.27   (feet)  ADJUSTED  
 TF1537  ___________________________________________________________________
 TF1537  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1537  DYNAMIC HT  -         559.803 (meters)    1836.62  (feet)  COMP
 TF1537  MODELED GRAV-     980,782.1   (mgal)                       NAVD 88
 TF1537
 TF1537  VERT ORDER  -  SECOND    CLASS 0
 TF1537
 TF1537.The horizontal coordinates were scaled from a topographic map and have
 TF1537.an estimated accuracy of +/- 6 seconds.
 TF1537
 TF1537.The orthometric height was determined by differential leveling
 TF1537.and adjusted by the National Geodetic Survey in June 1991..
 TF1537
 TF1537.The geoid height was determined by GEOID03.
 TF1537
 TF1537.The dynamic height is computed by dividing the NAVD 88
 TF1537.geopotential number by the normal gravity value computed on the
 TF1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1537.degrees latitude (g = 980.6199 gals.).
 TF1537
 TF1537.The modeled gravity was interpolated from observed gravity values.
 TF1537
 TF1537;                    North         East    Units  Estimated Accuracy
 TF1537;SPC ND N     -   176,040.      510,230.      MT  (+/- 180 meters Scaled)
 TF1537
 TF1537                          SUPERSEDED SURVEY CONTROL
 TF1537
 TF1537  NGVD 29 (??/??/92)  559.32   (m)         1835.0    (f) COMPUTED    2 0
 TF1537
 TF1537.Superseded values are not recommended for survey control.
 TF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1537.See file dsdata.txt to determine how the superseded data were derived.
 TF1537
 TF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU996839(NAD 83)
 TF1537_MARKER: DD = SURVEY DISK
 TF1537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1537_SP_SET: CONCRETE CYLINDER
 TF1537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1537
 TF1537  HISTORY     - Date     Condition        Report By
 TF1537  HISTORY     - UNK      MONUMENTED       DOD
 TF1537  HISTORY     - 1963     GOOD             NGS
 TF1537
 TF1537                          STATION DESCRIPTION
 TF1537
 TF1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1537'6.35 MI S FROM GREENE.
 TF1537'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1537'STATION AT GREENE, THENCE 5.9 MILES SOUTH ALONG STATE HIGHWAY 28,
 TF1537'THENCE 0.2 MILES WEST ACROSS A FIELD, ABOUT 0.15 MILES NORTHWEST OF A
 TF1537'SMALL GROVE OF TREES, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 TF1537'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 TF1537'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0016 ***********************************************************************
 RR0016  DESIGNATION -  M 10
 RR0016  PID         -  RR0016
 RR0016  STATE/COUNTY-  ND/BURLEIGH
 RR0016  USGS QUAD   -  MC KENZIE (1975)
 RR0016
 RR0016                         *CURRENT SURVEY CONTROL
 RR0016  ___________________________________________________________________
 RR0016* NAD 83(1986)-  46 47 47.     (N)    100 23 37.     (W)     SCALED    
 RR0016* NAVD 88     -       520.806  (meters)    1708.68   (feet)  ADJUSTED  
 RR0016  ___________________________________________________________________
 RR0016  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RR0016  DYNAMIC HT  -         520.816 (meters)    1708.71  (feet)  COMP
 RR0016  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 RR0016
 RR0016  VERT ORDER  -  FIRST     CLASS II
 RR0016
 RR0016.The horizontal coordinates were scaled from a topographic map and have
 RR0016.an estimated accuracy of +/- 6 seconds.
 RR0016
 RR0016.The orthometric height was determined by differential leveling
 RR0016.and adjusted by the National Geodetic Survey in June 1991..
 RR0016
 RR0016.The geoid height was determined by GEOID03.
 RR0016
 RR0016.The dynamic height is computed by dividing the NAVD 88
 RR0016.geopotential number by the normal gravity value computed on the
 RR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0016.degrees latitude (g = 980.6199 gals.).
 RR0016
 RR0016.The modeled gravity was interpolated from observed gravity values.
 RR0016
 RR0016;                    North         East    Units  Estimated Accuracy
 RR0016;SPC ND S     -   125,580.      608,120.      MT  (+/- 180 meters Scaled)
 RR0016
 RR0016                          SUPERSEDED SURVEY CONTROL
 RR0016
 RR0016  NGVD 29 (??/??/92)  520.398  (m)         1707.34   (f) ADJ UNCH    1 2
 RR0016
 RR0016.Superseded values are not recommended for survey control.
 RR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0016.See file dsdata.txt to determine how the superseded data were derived.
 RR0016
 RR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS936834(NAD 83)
 RR0016_MARKER: DB = BENCH MARK DISK
 RR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0016_STAMPING: 1707.339 M 10 1927
 RR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0016+STABILITY: SURFACE MOTION
 RR0016
 RR0016  HISTORY     - Date     Condition        Report By
 RR0016  HISTORY     - 1927     MONUMENTED       CGS
 RR0016  HISTORY     - 1957     GOOD             NGS
 RR0016
 RR0016                          STATION DESCRIPTION
 RR0016
 RR0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0016'2.0 MI SE FROM MCKENZIE.
 RR0016'2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION
 RR0016'AT MCKENZIE, BURLEIGH COUNTY, 74 FEET SOUTH OF A WHISTLE POST, 44 FEET
 RR0016'WEST OF THE CENTER LINE OF THE TRACK, 8 FEET SOUTH OF MILEPOST 2, 6
 RR0016'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1/2 FOOT HIGHER THAN
 RR0016'THE TRACK.  A STANDARD DISK, STAMPED 1707.339 M 10 1927 AND SET IN THE
 RR0016'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1679 ***********************************************************************
 TF1679  DESIGNATION -  M 10 B 1
 TF1679  PID         -  TF1679
 TF1679  STATE/COUNTY-  ND/RENVILLE
 TF1679  USGS QUAD   -  NORMA (1948)
 TF1679
 TF1679                         *CURRENT SURVEY CONTROL
 TF1679  ___________________________________________________________________
 TF1679* NAD 83(1986)-  48 44 55.     (N)    101 58 34.     (W)     SCALED    
 TF1679* NAVD 88     -       573.039  (meters)    1880.05   (feet)  ADJUSTED  
 TF1679  ___________________________________________________________________
 TF1679  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1679  DYNAMIC HT  -         573.155 (meters)    1880.43  (feet)  COMP
 TF1679  MODELED GRAV-     980,794.1   (mgal)                       NAVD 88
 TF1679
 TF1679  VERT ORDER  -  SECOND    CLASS 0
 TF1679
 TF1679.The horizontal coordinates were scaled from a topographic map and have
 TF1679.an estimated accuracy of +/- 6 seconds.
 TF1679
 TF1679.The orthometric height was determined by differential leveling
 TF1679.and adjusted by the National Geodetic Survey in June 1991..
 TF1679
 TF1679.The geoid height was determined by GEOID03.
 TF1679
 TF1679.The dynamic height is computed by dividing the NAVD 88
 TF1679.geopotential number by the normal gravity value computed on the
 TF1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1679.degrees latitude (g = 980.6199 gals.).
 TF1679
 TF1679.The modeled gravity was interpolated from observed gravity values.
 TF1679
 TF1679;                    North         East    Units  Estimated Accuracy
 TF1679;SPC ND N     -   195,460.      491,450.      MT  (+/- 180 meters Scaled)
 TF1679
 TF1679                          SUPERSEDED SURVEY CONTROL
 TF1679
 TF1679  NGVD 29 (??/??/92)  572.640  (m)         1878.74   (f) ADJ UNCH    2 0
 TF1679
 TF1679.Superseded values are not recommended for survey control.
 TF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1679.See file dsdata.txt to determine how the superseded data were derived.
 TF1679
 TF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV812037(NAD 83)
 TF1679_MARKER: DD = SURVEY DISK
 TF1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1679_SP_SET: CONCRETE CYLINDER
 TF1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1679
 TF1679  HISTORY     - Date     Condition        Report By
 TF1679  HISTORY     - UNK      MONUMENTED       DOD
 TF1679  HISTORY     - 1963     GOOD             NGS
 TF1679
 TF1679                          STATION DESCRIPTION
 TF1679
 TF1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1679'2.05 MI N FROM NORMA.
 TF1679'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1679'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 1.1 MILES
 TF1679'NORTH ALONG COUNTY ROAD 1, THENCE 0.1 MILE SOUTHEAST ACROSS COUNTRY,
 TF1679'21 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, AND ON THE TOP
 TF1679'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF1679'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1678 ***********************************************************************
 TF1678  DESIGNATION -  M 10 B 2
 TF1678  PID         -  TF1678
 TF1678  STATE/COUNTY-  ND/RENVILLE
 TF1678  USGS QUAD   -  NORMA (1948)
 TF1678
 TF1678                         *CURRENT SURVEY CONTROL
 TF1678  ___________________________________________________________________
 TF1678* NAD 83(1986)-  48 44 44.     (N)    101 58 21.     (W)     SCALED    
 TF1678* NAVD 88     -       573.569  (meters)    1881.78   (feet)  ADJUSTED  
 TF1678  ___________________________________________________________________
 TF1678  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF1678  DYNAMIC HT  -         573.685 (meters)    1882.16  (feet)  COMP
 TF1678  MODELED GRAV-     980,793.8   (mgal)                       NAVD 88
 TF1678
 TF1678  VERT ORDER  -  SECOND    CLASS 0
 TF1678
 TF1678.The horizontal coordinates were scaled from a topographic map and have
 TF1678.an estimated accuracy of +/- 6 seconds.
 TF1678
 TF1678.The orthometric height was determined by differential leveling
 TF1678.and adjusted by the National Geodetic Survey in June 1991..
 TF1678
 TF1678.The geoid height was determined by GEOID03.
 TF1678
 TF1678.The dynamic height is computed by dividing the NAVD 88
 TF1678.geopotential number by the normal gravity value computed on the
 TF1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1678.degrees latitude (g = 980.6199 gals.).
 TF1678
 TF1678.The modeled gravity was interpolated from observed gravity values.
 TF1678
 TF1678;                    North         East    Units  Estimated Accuracy
 TF1678;SPC ND N     -   195,120.      491,710.      MT  (+/- 180 meters Scaled)
 TF1678
 TF1678                          SUPERSEDED SURVEY CONTROL
 TF1678
 TF1678  NGVD 29 (??/??/92)  573.170  (m)         1880.48   (f) ADJ UNCH    2 0
 TF1678
 TF1678.Superseded values are not recommended for survey control.
 TF1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1678.See file dsdata.txt to determine how the superseded data were derived.
 TF1678
 TF1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV814034(NAD 83)
 TF1678_MARKER: DD = SURVEY DISK
 TF1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1678_SP_SET: CONCRETE CYLINDER
 TF1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1678
 TF1678  HISTORY     - Date     Condition        Report By
 TF1678  HISTORY     - UNK      MONUMENTED       CGS
 TF1678  HISTORY     - 1963     GOOD             NGS
 TF1678
 TF1678                          STATION DESCRIPTION
 TF1678
 TF1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1678'2.35 MI N FROM NORMA.
 TF1678'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1678'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 1.1 MILE
 TF1678'NORTH ALONG COUNTY ROAD 1, THENCE 0.4 MILE SOUTHEAST ACROSS COUNTRY,
 TF1678'0.25 MILE SOUTH OF A FIELD ROAD, ABOUT 0.4 MILE SOUTHWEST OF A SMALL
 TF1678'GROVE OF TREES, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 TF1678'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 TF1678'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1682 ***********************************************************************
 TF1682  DESIGNATION -  M 10 Z
 TF1682  PID         -  TF1682
 TF1682  STATE/COUNTY-  ND/RENVILLE
 TF1682  USGS QUAD   -  NORMA (1948)
 TF1682
 TF1682                         *CURRENT SURVEY CONTROL
 TF1682  ___________________________________________________________________
 TF1682* NAD 83(1986)-  48 44 36.     (N)    101 58 41.     (W)     SCALED    
 TF1682* NAVD 88     -       576.648  (meters)    1891.89   (feet)  ADJUSTED  
 TF1682  ___________________________________________________________________
 TF1682  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 TF1682  DYNAMIC HT  -         576.764 (meters)    1892.27  (feet)  COMP
 TF1682  MODELED GRAV-     980,793.4   (mgal)                       NAVD 88
 TF1682
 TF1682  VERT ORDER  -  SECOND    CLASS 0
 TF1682
 TF1682.The horizontal coordinates were scaled from a topographic map and have
 TF1682.an estimated accuracy of +/- 6 seconds.
 TF1682
 TF1682.The orthometric height was determined by differential leveling
 TF1682.and adjusted by the National Geodetic Survey in June 1991..
 TF1682
 TF1682.The geoid height was determined by GEOID03.
 TF1682
 TF1682.The dynamic height is computed by dividing the NAVD 88
 TF1682.geopotential number by the normal gravity value computed on the
 TF1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1682.degrees latitude (g = 980.6199 gals.).
 TF1682
 TF1682.The modeled gravity was interpolated from observed gravity values.
 TF1682
 TF1682;                    North         East    Units  Estimated Accuracy
 TF1682;SPC ND N     -   194,880.      491,300.      MT  (+/- 180 meters Scaled)
 TF1682
 TF1682                          SUPERSEDED SURVEY CONTROL
 TF1682
 TF1682  NGVD 29 (??/??/92)  576.25   (m)         1890.6    (f) COMPUTED    2 0
 TF1682
 TF1682.Superseded values are not recommended for survey control.
 TF1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1682.See file dsdata.txt to determine how the superseded data were derived.
 TF1682
 TF1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV810032(NAD 83)
 TF1682_MARKER: DS = TRIANGULATION STATION DISK
 TF1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1682_STAMPING: M 10 Z 1963
 TF1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1682+STABILITY: SURFACE MOTION
 TF1682
 TF1682  HISTORY     - Date     Condition        Report By
 TF1682  HISTORY     - 1963     MONUMENTED       CGS
 TF1682
 TF1682                          STATION DESCRIPTION
 TF1682
 TF1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1682'1.5 MI N FROM NORMA.
 TF1682'ABOUT 0.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1682'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 0.65 MILE
 TF1682'NORTH ALONG COUNTY ROAD 1, 80 FEET WEST OF THE CENTER LINE OF THE
 TF1682'ROAD, IN LINE WITH A ROW OF TELEPHONE POLES, 86.7 FEET NORTH OF M 10 Z
 TF1682'R.M. 2, 101 FEET SOUTH OF M 10 Z R.M. 1, 27 FEET SOUTH OF THE CENTER
 TF1682'LINE OF A FIELD ROAD, 6.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3
 TF1682'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF1682'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1680 ***********************************************************************
 TF1680  DESIGNATION -  M 10 Z AZ MK
 TF1680  PID         -  TF1680
 TF1680  STATE/COUNTY-  ND/RENVILLE
 TF1680  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1680
 TF1680                         *CURRENT SURVEY CONTROL
 TF1680  ___________________________________________________________________
 TF1680* NAD 83(1986)-  48 45 00.     (N)    101 58 41.     (W)     SCALED    
 TF1680* NAVD 88     -       572.270  (meters)    1877.52   (feet)  ADJUSTED  
 TF1680  ___________________________________________________________________
 TF1680  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1680  DYNAMIC HT  -         572.386 (meters)    1877.90  (feet)  COMP
 TF1680  MODELED GRAV-     980,794.3   (mgal)                       NAVD 88
 TF1680
 TF1680  VERT ORDER  -  SECOND    CLASS 0
 TF1680
 TF1680.The horizontal coordinates were scaled from a topographic map and have
 TF1680.an estimated accuracy of +/- 6 seconds.
 TF1680
 TF1680.The orthometric height was determined by differential leveling
 TF1680.and adjusted by the National Geodetic Survey in June 1991..
 TF1680
 TF1680.The geoid height was determined by GEOID03.
 TF1680
 TF1680.The dynamic height is computed by dividing the NAVD 88
 TF1680.geopotential number by the normal gravity value computed on the
 TF1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1680.degrees latitude (g = 980.6199 gals.).
 TF1680
 TF1680.The modeled gravity was interpolated from observed gravity values.
 TF1680
 TF1680;                    North         East    Units  Estimated Accuracy
 TF1680;SPC ND N     -   195,620.      491,310.      MT  (+/- 180 meters Scaled)
 TF1680
 TF1680                          SUPERSEDED SURVEY CONTROL
 TF1680
 TF1680  NGVD 29 (??/??/92)  571.871  (m)         1876.21   (f) ADJ UNCH    2 0
 TF1680
 TF1680.Superseded values are not recommended for survey control.
 TF1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1680.See file dsdata.txt to determine how the superseded data were derived.
 TF1680
 TF1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV811039(NAD 83)
 TF1680_MARKER: DZ = AZIMUTH MARK DISK
 TF1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1680_STAMPING: M 10 Z 1963
 TF1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1680+STABILITY: SURFACE MOTION
 TF1680
 TF1680  HISTORY     - Date     Condition        Report By
 TF1680  HISTORY     - 1963     MONUMENTED       CGS
 TF1680
 TF1680                          STATION DESCRIPTION
 TF1680
 TF1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1680'1.95 MI N FROM NORMA.
 TF1680'ABOUT 0.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1680'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 1.1 MILES
 TF1680'NORTH ALONG COUNTY ROAD 1, 0.1 MILE SOUTH OF A GROVE OF TREES, 281
 TF1680'FEET NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, 78 FEET
 TF1680'EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A TELEPHONE
 TF1680'POLE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TF1680'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1680'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1681 ***********************************************************************
 TF1681  DESIGNATION -  M 10 Z RM 1
 TF1681  PID         -  TF1681
 TF1681  STATE/COUNTY-  ND/RENVILLE
 TF1681  USGS QUAD   -  NORMA (1948)
 TF1681
 TF1681                         *CURRENT SURVEY CONTROL
 TF1681  ___________________________________________________________________
 TF1681* NAD 83(1986)-  48 44 36.     (N)    101 58 41.     (W)     SCALED    
 TF1681* NAVD 88     -       576.354  (meters)    1890.92   (feet)  ADJUSTED  
 TF1681  ___________________________________________________________________
 TF1681  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 TF1681  DYNAMIC HT  -         576.470 (meters)    1891.30  (feet)  COMP
 TF1681  MODELED GRAV-     980,793.4   (mgal)                       NAVD 88
 TF1681
 TF1681  VERT ORDER  -  SECOND    CLASS 0
 TF1681
 TF1681.The horizontal coordinates were scaled from a topographic map and have
 TF1681.an estimated accuracy of +/- 6 seconds.
 TF1681
 TF1681.The orthometric height was determined by differential leveling
 TF1681.and adjusted by the National Geodetic Survey in June 1991..
 TF1681
 TF1681.The geoid height was determined by GEOID03.
 TF1681
 TF1681.The dynamic height is computed by dividing the NAVD 88
 TF1681.geopotential number by the normal gravity value computed on the
 TF1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1681.degrees latitude (g = 980.6199 gals.).
 TF1681
 TF1681.The modeled gravity was interpolated from observed gravity values.
 TF1681
 TF1681;                    North         East    Units  Estimated Accuracy
 TF1681;SPC ND N     -   194,880.      491,300.      MT  (+/- 180 meters Scaled)
 TF1681
 TF1681                          SUPERSEDED SURVEY CONTROL
 TF1681
 TF1681  NGVD 29 (??/??/92)  575.95   (m)         1889.6    (f) COMPUTED    2 0
 TF1681
 TF1681.Superseded values are not recommended for survey control.
 TF1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1681.See file dsdata.txt to determine how the superseded data were derived.
 TF1681
 TF1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV810032(NAD 83)
 TF1681_MARKER: DR = REFERENCE MARK DISK
 TF1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1681_STAMPING: M 10 Z NO 1 1963
 TF1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1681+STABILITY: SURFACE MOTION
 TF1681
 TF1681  HISTORY     - Date     Condition        Report By
 TF1681  HISTORY     - 1963     MONUMENTED       CGS
 TF1681
 TF1681                          STATION DESCRIPTION
 TF1681
 TF1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1681'1.5 MI N FROM NORMA.
 TF1681'ABOUT 0.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1681'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 0.65 MILE
 TF1681'NORTH ALONG COUNTY ROAD 1, 84 FEET WEST OF THE CENTER LINE OF THE
 TF1681'ROAD, 101.0 FEET NORTH OF M 10 Z 1963, ABOUT 3 FEET BELOW THE LEVEL OF
 TF1681'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1683 ***********************************************************************
 TF1683  DESIGNATION -  M 10 Z RM 2
 TF1683  PID         -  TF1683
 TF1683  STATE/COUNTY-  ND/RENVILLE
 TF1683  USGS QUAD   -  NORMA (1948)
 TF1683
 TF1683                         *CURRENT SURVEY CONTROL
 TF1683  ___________________________________________________________________
 TF1683* NAD 83(1986)-  48 44 36.     (N)    101 58 41.     (W)     SCALED    
 TF1683* NAVD 88     -       576.620  (meters)    1891.79   (feet)  ADJUSTED  
 TF1683  ___________________________________________________________________
 TF1683  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 TF1683  DYNAMIC HT  -         576.737 (meters)    1892.18  (feet)  COMP
 TF1683  MODELED GRAV-     980,793.4   (mgal)                       NAVD 88
 TF1683
 TF1683  VERT ORDER  -  SECOND    CLASS 0
 TF1683
 TF1683.The horizontal coordinates were scaled from a topographic map and have
 TF1683.an estimated accuracy of +/- 6 seconds.
 TF1683
 TF1683.The orthometric height was determined by differential leveling
 TF1683.and adjusted by the National Geodetic Survey in June 1991..
 TF1683
 TF1683.The geoid height was determined by GEOID03.
 TF1683
 TF1683.The dynamic height is computed by dividing the NAVD 88
 TF1683.geopotential number by the normal gravity value computed on the
 TF1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1683.degrees latitude (g = 980.6199 gals.).
 TF1683
 TF1683.The modeled gravity was interpolated from observed gravity values.
 TF1683
 TF1683;                    North         East    Units  Estimated Accuracy
 TF1683;SPC ND N     -   194,880.      491,300.      MT  (+/- 180 meters Scaled)
 TF1683
 TF1683                          SUPERSEDED SURVEY CONTROL
 TF1683
 TF1683  NGVD 29 (??/??/92)  576.22   (m)         1890.5    (f) COMPUTED    2 0
 TF1683
 TF1683.Superseded values are not recommended for survey control.
 TF1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1683.See file dsdata.txt to determine how the superseded data were derived.
 TF1683
 TF1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV810032(NAD 83)
 TF1683_MARKER: DR = REFERENCE MARK DISK
 TF1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1683_STAMPING: M 10 Z NO 2 1963
 TF1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1683+STABILITY: SURFACE MOTION
 TF1683
 TF1683  HISTORY     - Date     Condition        Report By
 TF1683  HISTORY     - 1963     MONUMENTED       CGS
 TF1683
 TF1683                          STATION DESCRIPTION
 TF1683
 TF1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1683'1.5 MI N FROM NORMA.
 TF1683'ABOUT 0.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1683'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 0.65 MILE
 TF1683'NORTH ALONG COUNTY ROAD 1, 83 FEET WEST OF THE CENTER LINE OF THE
 TF1683'ROAD, 86.7 FEET SOUTH OF M 10 Z 1963, 3 FEET WEST OF A ROW OF
 TF1683'TELEPHONE POLES, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF1683'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0402 ***********************************************************************
 RR0402  DESIGNATION -  M 100
 RR0402  PID         -  RR0402
 RR0402  STATE/COUNTY-  ND/GRANT
 RR0402  USGS QUAD   -  CARSON (1980)
 RR0402
 RR0402                         *CURRENT SURVEY CONTROL
 RR0402  ___________________________________________________________________
 RR0402* NAD 83(1986)-  46 25 39.     (N)    101 31 17.     (W)     SCALED    
 RR0402* NAVD 88     -       687.695  (meters)    2256.21   (feet)  ADJUSTED  
 RR0402  ___________________________________________________________________
 RR0402  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 RR0402  DYNAMIC HT  -         687.662 (meters)    2256.10  (feet)  COMP
 RR0402  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 RR0402
 RR0402  VERT ORDER  -  SECOND    CLASS 0
 RR0402
 RR0402.The horizontal coordinates were scaled from a topographic map and have
 RR0402.an estimated accuracy of +/- 6 seconds.
 RR0402
 RR0402.The orthometric height was determined by differential leveling
 RR0402.and adjusted by the National Geodetic Survey in June 1991..
 RR0402
 RR0402.The geoid height was determined by GEOID03.
 RR0402
 RR0402.The dynamic height is computed by dividing the NAVD 88
 RR0402.geopotential number by the normal gravity value computed on the
 RR0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0402.degrees latitude (g = 980.6199 gals.).
 RR0402
 RR0402.The modeled gravity was interpolated from observed gravity values.
 RR0402
 RR0402;                    North         East    Units  Estimated Accuracy
 RR0402;SPC ND S     -    85,080.      521,500.      MT  (+/- 180 meters Scaled)
 RR0402
 RR0402                          SUPERSEDED SURVEY CONTROL
 RR0402
 RR0402  NGVD 29 (??/??/92)  687.194  (m)         2254.57   (f) ADJ UNCH    2 0
 RR0402
 RR0402.Superseded values are not recommended for survey control.
 RR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0402.See file dsdata.txt to determine how the superseded data were derived.
 RR0402
 RR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS062446(NAD 83)
 RR0402_MARKER: DB = BENCH MARK DISK
 RR0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0402_STAMPING: M-100 -- 1934
 RR0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0402+STABILITY: SURFACE MOTION
 RR0402
 RR0402  HISTORY     - Date     Condition        Report By
 RR0402  HISTORY     - 1934     MONUMENTED       CGS
 RR0402  HISTORY     - 1956     GOOD             NGS
 RR0402
 RR0402                          STATION DESCRIPTION
 RR0402
 RR0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0402'2.1 MI NE FROM CARSON.
 RR0402'2.1 MILES NORTHEAST OF THE STATION AT CARSON AT THE WEST POINT OF
 RR0402'CURVATURE OF A RIGHT HAND CURVE IN TRACK.  ABOUT 0.4 OF MILE NORTH
 RR0402'EAST OF A COUNTY ROAD OVERHEAD CROSSING.  481 FEET NORTHEAST OF
 RR0402'NORTHEAST CORNER OF A SHORT WOOD TRESTLE ON TRACK.  457 FEET NORTHEAST
 RR0402'OF M.P.NO.51.  93.4 FEET NORTHWEST OF NORTHWEST RAIL.  4 FEET
 RR0402'NORTHWEST OF A TELEGRAPH POLE.  STANDARD TABLET SET IN TOP OF CONCRETE
 RR0402'POST 6 INCHES HIGH.
 RR0402
 RR0402                          STATION RECOVERY (1956)
 RR0402
 RR0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0093 ***********************************************************************
 RS0093  DESIGNATION -  M 101
 RS0093  PID         -  RS0093
 RS0093  STATE/COUNTY-  ND/ADAMS
 RS0093  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0093
 RS0093                         *CURRENT SURVEY CONTROL
 RS0093  ___________________________________________________________________
 RS0093* NAD 83(1986)-  46 00 11.     (N)    102 39 04.     (W)     SCALED    
 RS0093* NAVD 88     -       814.677  (meters)    2672.82   (feet)  ADJUSTED  
 RS0093  ___________________________________________________________________
 RS0093  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 RS0093  DYNAMIC HT  -         814.585 (meters)    2672.52  (feet)  COMP
 RS0093  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 RS0093
 RS0093  VERT ORDER  -  SECOND    CLASS 0
 RS0093
 RS0093.The horizontal coordinates were scaled from a topographic map and have
 RS0093.an estimated accuracy of +/- 6 seconds.
 RS0093
 RS0093.The orthometric height was determined by differential leveling
 RS0093.and adjusted by the National Geodetic Survey in June 1991..
 RS0093
 RS0093.The geoid height was determined by GEOID03.
 RS0093
 RS0093.The dynamic height is computed by dividing the NAVD 88
 RS0093.geopotential number by the normal gravity value computed on the
 RS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0093.degrees latitude (g = 980.6199 gals.).
 RS0093
 RS0093.The modeled gravity was interpolated from observed gravity values.
 RS0093
 RS0093;                    North         East    Units  Estimated Accuracy
 RS0093;SPC ND S     -    39,670.      433,390.      MT  (+/- 180 meters Scaled)
 RS0093
 RS0093                          SUPERSEDED SURVEY CONTROL
 RS0093
 RS0093  NGVD 29 (??/??/92)  814.170  (m)         2671.16   (f) ADJ UNCH    2 0
 RS0093
 RS0093.Superseded values are not recommended for survey control.
 RS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0093.See file dsdata.txt to determine how the superseded data were derived.
 RS0093
 RS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL818970(NAD 83)
 RS0093_MARKER: DB = BENCH MARK DISK
 RS0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0093_STAMPING: M 101 1934
 RS0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0093+STABILITY: SURFACE MOTION
 RS0093
 RS0093  HISTORY     - Date     Condition        Report By
 RS0093  HISTORY     - 1934     MONUMENTED       CGS
 RS0093  HISTORY     - 1974     GOOD             USGS
 RS0093
 RS0093                          STATION DESCRIPTION
 RS0093
 RS0093'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0093'0.8 MI NW FROM HETTINGER.
 RS0093'HETTINGER, 0.8 MI. NW OF FROM RR STATION ALONG CHICAGO, MILWAUKEE, ST
 RS0093'PAUL AND PACIFIC RR.  SEC.11, T.129 N.,R.96 W.  209 FT NW OF, 42 FT SW
 RS0093'OF, AND 3.1 FT LOWER THAN RD X-ING.  39.4 FT SW OF THE S. RAIL. IN
 RS0093'CONC. POST, STD. TABLET, STAMPED M 101 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0120 ***********************************************************************
 SN0120  DESIGNATION -  M 11
 SN0120  PID         -  SN0120
 SN0120  STATE/COUNTY-  ND/BURLEIGH
 SN0120  USGS QUAD   -  WILTON (1966)
 SN0120
 SN0120                         *CURRENT SURVEY CONTROL
 SN0120  ___________________________________________________________________
 SN0120* NAD 83(1986)-  47 07 42.     (N)    100 46 17.     (W)     SCALED    
 SN0120* NAVD 88     -       634.154  (meters)    2080.55   (feet)  ADJUSTED  
 SN0120  ___________________________________________________________________
 SN0120  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 SN0120  DYNAMIC HT  -         634.166 (meters)    2080.59  (feet)  COMP
 SN0120  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 SN0120
 SN0120  VERT ORDER  -  FIRST     CLASS II
 SN0120
 SN0120.The horizontal coordinates were scaled from a topographic map and have
 SN0120.an estimated accuracy of +/- 6 seconds.
 SN0120
 SN0120.The orthometric height was determined by differential leveling
 SN0120.and adjusted by the National Geodetic Survey in June 1991..
 SN0120
 SN0120.The geoid height was determined by GEOID03.
 SN0120
 SN0120.The dynamic height is computed by dividing the NAVD 88
 SN0120.geopotential number by the normal gravity value computed on the
 SN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0120.degrees latitude (g = 980.6199 gals.).
 SN0120
 SN0120.The modeled gravity was interpolated from observed gravity values.
 SN0120
 SN0120;                    North         East    Units  Estimated Accuracy
 SN0120;SPC ND S     -   162,510.      579,410.      MT  (+/- 180 meters Scaled)
 SN0120
 SN0120                          SUPERSEDED SURVEY CONTROL
 SN0120
 SN0120  NGVD 29 (??/??/92)  633.719  (m)         2079.13   (f) ADJ UNCH    1 2
 SN0120
 SN0120.Superseded values are not recommended for survey control.
 SN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0120.See file dsdata.txt to determine how the superseded data were derived.
 SN0120
 SN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT656209(NAD 83)
 SN0120_MARKER: DB = BENCH MARK DISK
 SN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0120_STAMPING: M 11 1927 2079.094
 SN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0120+STABILITY: SURFACE MOTION
 SN0120
 SN0120  HISTORY     - Date     Condition        Report By
 SN0120  HISTORY     - 1927     MONUMENTED       CGS
 SN0120  HISTORY     - 1962     GOOD             NGS
 SN0120  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0120
 SN0120                          STATION DESCRIPTION
 SN0120
 SN0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0120'2.1 MI S FROM WILTON.
 SN0120'ABOUT 2.1 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0120'STATION AT WILTON, AT A ROAD CROSSING, 4.5 POLES SOUTH OF MILEPOST
 SN0120'535, 120 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE CROSSING, 63
 SN0120'FEET NORTH OF THE 5TH POLE SOUTH OF THE MILEPOST, 35 FEET WEST OF THE
 SN0120'WEST RAIL, 15 FEET EAST OF A FENCE LINE, 1.6 FEET SOUTH OF A WITNESS
 SN0120'POST, ABOUT 1.5 FEET HIGHER THAN THE TRACK, SET IN THE TOP OF A
 SN0120'CONCRETE POST PROJECTING 0.3 FOOT.
 SN0120
 SN0120                          STATION RECOVERY (1982)
 SN0120
 SN0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1714 ***********************************************************************
 TF1714  DESIGNATION -  M 11 B 1
 TF1714  PID         -  TF1714
 TF1714  STATE/COUNTY-  ND/RENVILLE
 TF1714  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1714
 TF1714                         *CURRENT SURVEY CONTROL
 TF1714  ___________________________________________________________________
 TF1714* NAD 83(1986)-  48 48 11.     (N)    101 54 23.     (W)     SCALED    
 TF1714* NAVD 88     -       560.935  (meters)    1840.33   (feet)  ADJUSTED  
 TF1714  ___________________________________________________________________
 TF1714  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1714  DYNAMIC HT  -         561.055 (meters)    1840.73  (feet)  COMP
 TF1714  MODELED GRAV-     980,806.2   (mgal)                       NAVD 88
 TF1714
 TF1714  VERT ORDER  -  SECOND    CLASS 0
 TF1714
 TF1714.The horizontal coordinates were scaled from a topographic map and have
 TF1714.an estimated accuracy of +/- 6 seconds.
 TF1714
 TF1714.The orthometric height was determined by differential leveling
 TF1714.and adjusted by the National Geodetic Survey in June 1991..
 TF1714
 TF1714.The geoid height was determined by GEOID03.
 TF1714
 TF1714.The dynamic height is computed by dividing the NAVD 88
 TF1714.geopotential number by the normal gravity value computed on the
 TF1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1714.degrees latitude (g = 980.6199 gals.).
 TF1714
 TF1714.The modeled gravity was interpolated from observed gravity values.
 TF1714
 TF1714;                    North         East    Units  Estimated Accuracy
 TF1714;SPC ND N     -   201,420.      496,690.      MT  (+/- 180 meters Scaled)
 TF1714
 TF1714                          SUPERSEDED SURVEY CONTROL
 TF1714
 TF1714  NGVD 29 (??/??/92)  560.55   (m)         1839.1    (f) COMPUTED    2 0
 TF1714
 TF1714.Superseded values are not recommended for survey control.
 TF1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1714.See file dsdata.txt to determine how the superseded data were derived.
 TF1714
 TF1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV865096(NAD 83)
 TF1714_MARKER: DD = SURVEY DISK
 TF1714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1714_SP_SET: CONCRETE CYLINDER
 TF1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1714
 TF1714  HISTORY     - Date     Condition        Report By
 TF1714  HISTORY     - UNK      MONUMENTED       DOD
 TF1714  HISTORY     - 1963     GOOD             NGS
 TF1714
 TF1714                          STATION DESCRIPTION
 TF1714
 TF1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1714'11.5 MI NE FROM NORMA.
 TF1714'ABOUT 0.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1714'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1714'NORTH ALONG COUNTY ROAD 1, THENCE 1.0 MILE EAST ALONG A GRAVELED,
 TF1714'ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.35 MILE SOUTH
 TF1714'ALONG A GRAVELED ROAD, THENCE 0.3 MILE WEST-NORTHWEST ACROSS COUNTRY,
 TF1714'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TF1714'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TF1714'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1710 ***********************************************************************
 TF1710  DESIGNATION -  M 11 B 2
 TF1710  PID         -  TF1710
 TF1710  STATE/COUNTY-  ND/RENVILLE
 TF1710  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1710
 TF1710                         *CURRENT SURVEY CONTROL
 TF1710  ___________________________________________________________________
 TF1710* NAD 83(1986)-  48 48 25.     (N)    101 54 18.     (W)     SCALED    
 TF1710* NAVD 88     -       561.969  (meters)    1843.73   (feet)  ADJUSTED  
 TF1710  ___________________________________________________________________
 TF1710  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TF1710  DYNAMIC HT  -         562.089 (meters)    1844.12  (feet)  COMP
 TF1710  MODELED GRAV-     980,806.3   (mgal)                       NAVD 88
 TF1710
 TF1710  VERT ORDER  -  SECOND    CLASS 0
 TF1710
 TF1710.The horizontal coordinates were scaled from a topographic map and have
 TF1710.an estimated accuracy of +/- 6 seconds.
 TF1710
 TF1710.The orthometric height was determined by differential leveling
 TF1710.and adjusted by the National Geodetic Survey in June 1991..
 TF1710
 TF1710.The geoid height was determined by GEOID03.
 TF1710
 TF1710.The dynamic height is computed by dividing the NAVD 88
 TF1710.geopotential number by the normal gravity value computed on the
 TF1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1710.degrees latitude (g = 980.6199 gals.).
 TF1710
 TF1710.The modeled gravity was interpolated from observed gravity values.
 TF1710
 TF1710;                    North         East    Units  Estimated Accuracy
 TF1710;SPC ND N     -   201,850.      496,800.      MT  (+/- 180 meters Scaled)
 TF1710
 TF1710                          SUPERSEDED SURVEY CONTROL
 TF1710
 TF1710  NGVD 29 (??/??/92)  561.59   (m)         1842.5    (f) COMPUTED    2 0
 TF1710
 TF1710.Superseded values are not recommended for survey control.
 TF1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1710.See file dsdata.txt to determine how the superseded data were derived.
 TF1710
 TF1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV867100(NAD 83)
 TF1710_MARKER: DD = SURVEY DISK
 TF1710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1710_SP_SET: CONCRETE CYLINDER
 TF1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1710
 TF1710  HISTORY     - Date     Condition        Report By
 TF1710  HISTORY     - UNK      MONUMENTED       DOD
 TF1710  HISTORY     - 1963     GOOD             NGS
 TF1710
 TF1710                          STATION DESCRIPTION
 TF1710
 TF1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1710'11.15 MI NE FROM NORMA.
 TF1710'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1710'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1710'NORTH ALONG COUNTY ROAD 1, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 TF1710'THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG
 TF1710'A GRAVELED ROAD, THENCE 0.3 MILE WEST ALONG A DIM TRACK ROAD, IN
 TF1710'SECTION 1, T 161 N, R 87 W, 30 YARDS SOUTH OF THE CENTER LINE OF THE
 TF1710'ROAD, 23 YARDS SOUTH OF A ROW OF TELEPHONE POLES, AND THE TOP SURFACE
 TF1710'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TF1710'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1712 ***********************************************************************
 TF1712  DESIGNATION -  M 11 Z
 TF1712  PID         -  TF1712
 TF1712  STATE/COUNTY-  ND/RENVILLE
 TF1712  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1712
 TF1712                         *CURRENT SURVEY CONTROL
 TF1712  ___________________________________________________________________
 TF1712* NAD 83(1986)-  48 48 07.     (N)    101 54 43.     (W)     SCALED    
 TF1712* NAVD 88     -       561.161  (meters)    1841.08   (feet)  ADJUSTED  
 TF1712  ___________________________________________________________________
 TF1712  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1712  DYNAMIC HT  -         561.281 (meters)    1841.47  (feet)  COMP
 TF1712  MODELED GRAV-     980,805.4   (mgal)                       NAVD 88
 TF1712
 TF1712  VERT ORDER  -  SECOND    CLASS 0
 TF1712
 TF1712.The horizontal coordinates were scaled from a topographic map and have
 TF1712.an estimated accuracy of +/- 6 seconds.
 TF1712
 TF1712.The orthometric height was determined by differential leveling
 TF1712.and adjusted by the National Geodetic Survey in June 1991..
 TF1712
 TF1712.The geoid height was determined by GEOID03.
 TF1712
 TF1712.The dynamic height is computed by dividing the NAVD 88
 TF1712.geopotential number by the normal gravity value computed on the
 TF1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1712.degrees latitude (g = 980.6199 gals.).
 TF1712
 TF1712.The modeled gravity was interpolated from observed gravity values.
 TF1712
 TF1712;                    North         East    Units  Estimated Accuracy
 TF1712;SPC ND N     -   201,300.      496,280.      MT  (+/- 180 meters Scaled)
 TF1712
 TF1712                          SUPERSEDED SURVEY CONTROL
 TF1712
 TF1712  NGVD 29 (??/??/92)  560.78   (m)         1839.8    (f) COMPUTED    2 0
 TF1712
 TF1712.Superseded values are not recommended for survey control.
 TF1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1712.See file dsdata.txt to determine how the superseded data were derived.
 TF1712
 TF1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV861095(NAD 83)
 TF1712_MARKER: DS = TRIANGULATION STATION DISK
 TF1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1712_STAMPING: M 11 Z 1963
 TF1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1712+STABILITY: SURFACE MOTION
 TF1712
 TF1712  HISTORY     - Date     Condition        Report By
 TF1712  HISTORY     - 1963     MONUMENTED       CGS
 TF1712
 TF1712                          STATION DESCRIPTION
 TF1712
 TF1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1712'11.2 MI NE FROM NORMA.
 TF1712'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1712'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1712'NORTH ALONG COUNTY ROAD 1, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 TF1712'THENCE 2.0 MILE EAST ALONG A TRACK ROAD, THENCE 1.35 MILES SOUTH ALONG
 TF1712'A GRAVELED ROAD, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 25.8
 TF1712'FEET NORTH OF M 11 Z R.M. 2, 46.7 FEET SOUTH OF M 11 Z R.M. 1, 14 FEET
 TF1712'NORTH OF A TELEPHONE POLE, 3 1/2 FEET EAST OF A FENCE, 4.5 FEET
 TF1712'NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 TF1712'POST WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1709 ***********************************************************************
 TF1709  DESIGNATION -  M 11 Z AZ MK
 TF1709  PID         -  TF1709
 TF1709  STATE/COUNTY-  ND/RENVILLE
 TF1709  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1709
 TF1709                         *CURRENT SURVEY CONTROL
 TF1709  ___________________________________________________________________
 TF1709* NAD 83(1986)-  48 48 22.     (N)    101 54 42.     (W)     SCALED    
 TF1709* NAVD 88     -       562.413  (meters)    1845.18   (feet)  ADJUSTED  
 TF1709  ___________________________________________________________________
 TF1709  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1709  DYNAMIC HT  -         562.533 (meters)    1845.58  (feet)  COMP
 TF1709  MODELED GRAV-     980,805.5   (mgal)                       NAVD 88
 TF1709
 TF1709  VERT ORDER  -  SECOND    CLASS 0
 TF1709
 TF1709.The horizontal coordinates were scaled from a topographic map and have
 TF1709.an estimated accuracy of +/- 6 seconds.
 TF1709
 TF1709.The orthometric height was determined by differential leveling
 TF1709.and adjusted by the National Geodetic Survey in June 1991..
 TF1709
 TF1709.The geoid height was determined by GEOID03.
 TF1709
 TF1709.The dynamic height is computed by dividing the NAVD 88
 TF1709.geopotential number by the normal gravity value computed on the
 TF1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1709.degrees latitude (g = 980.6199 gals.).
 TF1709
 TF1709.The modeled gravity was interpolated from observed gravity values.
 TF1709
 TF1709;                    North         East    Units  Estimated Accuracy
 TF1709;SPC ND N     -   201,770.      496,310.      MT  (+/- 180 meters Scaled)
 TF1709
 TF1709                          SUPERSEDED SURVEY CONTROL
 TF1709
 TF1709  NGVD 29 (??/??/92)  562.03   (m)         1843.9    (f) COMPUTED    2 0
 TF1709
 TF1709.Superseded values are not recommended for survey control.
 TF1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1709.See file dsdata.txt to determine how the superseded data were derived.
 TF1709
 TF1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV862099(NAD 83)
 TF1709_MARKER: DZ = AZIMUTH MARK DISK
 TF1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1709_STAMPING: M 11 Z 1963
 TF1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1709+STABILITY: SURFACE MOTION
 TF1709
 TF1709  HISTORY     - Date     Condition        Report By
 TF1709  HISTORY     - 1963     MONUMENTED       CGS
 TF1709
 TF1709                          STATION DESCRIPTION
 TF1709
 TF1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1709'10.85 MI NE FROM NORMA.
 TF1709'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1709'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1709'NORTH ALONG A COUNTY ROAD 1, THENCE 1.0 MILE EAST ALONG A GRAVELED
 TF1709'ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH
 TF1709'ALONG A GRAVELED ROAD, IN SECTION 1, T 161 N, R 87 W, 46 FEET EAST OF
 TF1709'THE CENTER LINE OF THE ROAD, 315 FEET SOUTH OF THE CENTER LINE OF A
 TF1709'DIM TRACK ROAD, 2 1/2 FEET EAST OF A TELEPHONE POLE, 5.0 FEET EAST OF
 TF1709'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 TF1709'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1711 ***********************************************************************
 TF1711  DESIGNATION -  M 11 Z RM 1
 TF1711  PID         -  TF1711
 TF1711  STATE/COUNTY-  ND/RENVILLE
 TF1711  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1711
 TF1711                         *CURRENT SURVEY CONTROL
 TF1711  ___________________________________________________________________
 TF1711* NAD 83(1986)-  48 48 08.     (N)    101 54 43.     (W)     SCALED    
 TF1711* NAVD 88     -       561.260  (meters)    1841.40   (feet)  ADJUSTED  
 TF1711  ___________________________________________________________________
 TF1711  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1711  DYNAMIC HT  -         561.380 (meters)    1841.79  (feet)  COMP
 TF1711  MODELED GRAV-     980,805.4   (mgal)                       NAVD 88
 TF1711
 TF1711  VERT ORDER  -  SECOND    CLASS 0
 TF1711
 TF1711.The horizontal coordinates were scaled from a topographic map and have
 TF1711.an estimated accuracy of +/- 6 seconds.
 TF1711
 TF1711.The orthometric height was determined by differential leveling
 TF1711.and adjusted by the National Geodetic Survey in June 1991..
 TF1711
 TF1711.The geoid height was determined by GEOID03.
 TF1711
 TF1711.The dynamic height is computed by dividing the NAVD 88
 TF1711.geopotential number by the normal gravity value computed on the
 TF1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1711.degrees latitude (g = 980.6199 gals.).
 TF1711
 TF1711.The modeled gravity was interpolated from observed gravity values.
 TF1711
 TF1711;                    North         East    Units  Estimated Accuracy
 TF1711;SPC ND N     -   201,330.      496,280.      MT  (+/- 180 meters Scaled)
 TF1711
 TF1711                          SUPERSEDED SURVEY CONTROL
 TF1711
 TF1711  NGVD 29 (??/??/92)  560.88   (m)         1840.2    (f) COMPUTED    2 0
 TF1711
 TF1711.Superseded values are not recommended for survey control.
 TF1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1711.See file dsdata.txt to determine how the superseded data were derived.
 TF1711
 TF1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV861095(NAD 83)
 TF1711_MARKER: DR = REFERENCE MARK DISK
 TF1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1711_STAMPING: M 11 Z NO 1 1963
 TF1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1711+STABILITY: SURFACE MOTION
 TF1711
 TF1711  HISTORY     - Date     Condition        Report By
 TF1711  HISTORY     - 1963     MONUMENTED       CGS
 TF1711
 TF1711                          STATION DESCRIPTION
 TF1711
 TF1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1711'11.2 MI NE FROM NORMA.
 TF1711'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1711'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1711'NORTH ALONG COUNTY ROAD, 1, THENCE 1.0 MILE EAST ALONG A GRAVELED
 TF1711'ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.35 MILES
 TF1711'SOUTH ALONG A GRAVELED ROAD, 42 FEET EAST OF THE CENTER LINE OF THE
 TF1711'ROAD, 46.7 FEET NORTH OF M 11 Z 1963, 1 1/2 FEET EAST OF A FENCE, AND
 TF1711'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1713 ***********************************************************************
 TF1713  DESIGNATION -  M 11 Z RM 2
 TF1713  PID         -  TF1713
 TF1713  STATE/COUNTY-  ND/RENVILLE
 TF1713  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1713
 TF1713                         *CURRENT SURVEY CONTROL
 TF1713  ___________________________________________________________________
 TF1713* NAD 83(1986)-  48 48 07.     (N)    101 54 43.     (W)     SCALED    
 TF1713* NAVD 88     -       561.523  (meters)    1842.26   (feet)  ADJUSTED  
 TF1713  ___________________________________________________________________
 TF1713  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1713  DYNAMIC HT  -         561.643 (meters)    1842.66  (feet)  COMP
 TF1713  MODELED GRAV-     980,805.4   (mgal)                       NAVD 88
 TF1713
 TF1713  VERT ORDER  -  SECOND    CLASS 0
 TF1713
 TF1713.The horizontal coordinates were scaled from a topographic map and have
 TF1713.an estimated accuracy of +/- 6 seconds.
 TF1713
 TF1713.The orthometric height was determined by differential leveling
 TF1713.and adjusted by the National Geodetic Survey in June 1991..
 TF1713
 TF1713.The geoid height was determined by GEOID03.
 TF1713
 TF1713.The dynamic height is computed by dividing the NAVD 88
 TF1713.geopotential number by the normal gravity value computed on the
 TF1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1713.degrees latitude (g = 980.6199 gals.).
 TF1713
 TF1713.The modeled gravity was interpolated from observed gravity values.
 TF1713
 TF1713;                    North         East    Units  Estimated Accuracy
 TF1713;SPC ND N     -   201,300.      496,280.      MT  (+/- 180 meters Scaled)
 TF1713
 TF1713                          SUPERSEDED SURVEY CONTROL
 TF1713
 TF1713  NGVD 29 (??/??/92)  561.14   (m)         1841.0    (f) COMPUTED    2 0
 TF1713
 TF1713.Superseded values are not recommended for survey control.
 TF1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1713.See file dsdata.txt to determine how the superseded data were derived.
 TF1713
 TF1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV861095(NAD 83)
 TF1713_MARKER: DR = REFERENCE MARK DISK
 TF1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1713_STAMPING: M 11 Z NO 2 1963
 TF1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1713+STABILITY: SURFACE MOTION
 TF1713
 TF1713  HISTORY     - Date     Condition        Report By
 TF1713  HISTORY     - 1963     MONUMENTED       CGS
 TF1713
 TF1713                          STATION DESCRIPTION
 TF1713
 TF1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1713'11.2 MI NE FROM NORMA.
 TF1713'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1713'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1713'NORTH ALONG COUNTY ROAD 1, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 TF1713'THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.35 MILES SOUTH
 TF1713'ALONG A GRAVELED ROAD, 42 FEET EAST OF THE CENTER LINE OF THE ROAD,
 TF1713'25.8 FEET SOUTH OF M 11 Z 1963, 11 FEET SOUTH OF A TELEPHONE POLE, 1
 TF1713'FOOT EAST OF A FENCE, 22.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 TF1713'1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF1713'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0661 ***********************************************************************
 SM0661  DESIGNATION -  M 118
 SM0661  PID         -  SM0661
 SM0661  STATE/COUNTY-  ND/BENSON
 SM0661  USGS QUAD   -  WARWICK (1962)
 SM0661
 SM0661                         *CURRENT SURVEY CONTROL
 SM0661  ___________________________________________________________________
 SM0661* NAD 83(1986)-  47 51 10.     (N)    098 42 41.     (W)     SCALED    
 SM0661* NAVD 88     -       448.755  (meters)    1472.29   (feet)  ADJUSTED  
 SM0661  ___________________________________________________________________
 SM0661  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SM0661  DYNAMIC HT  -         448.819 (meters)    1472.50  (feet)  COMP
 SM0661  MODELED GRAV-     980,741.3   (mgal)                       NAVD 88
 SM0661
 SM0661  VERT ORDER  -  SECOND    CLASS 0
 SM0661
 SM0661.The horizontal coordinates were scaled from a topographic map and have
 SM0661.an estimated accuracy of +/- 6 seconds.
 SM0661
 SM0661.The orthometric height was determined by differential leveling
 SM0661.and adjusted by the National Geodetic Survey in June 1991..
 SM0661
 SM0661.The geoid height was determined by GEOID03.
 SM0661
 SM0661.The dynamic height is computed by dividing the NAVD 88
 SM0661.geopotential number by the normal gravity value computed on the
 SM0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0661.degrees latitude (g = 980.6199 gals.).
 SM0661
 SM0661.The modeled gravity was interpolated from observed gravity values.
 SM0661
 SM0661;                    North         East    Units  Estimated Accuracy
 SM0661;SPC ND N     -    96,370.      733,840.      MT  (+/- 180 meters Scaled)
 SM0661
 SM0661                          SUPERSEDED SURVEY CONTROL
 SM0661
 SM0661  NGVD 29 (??/??/92)  448.399  (m)         1471.12   (f) ADJ UNCH    2 0
 SM0661
 SM0661.Superseded values are not recommended for survey control.
 SM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0661.See file dsdata.txt to determine how the superseded data were derived.
 SM0661
 SM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT215999(NAD 83)
 SM0661_MARKER: DB = BENCH MARK DISK
 SM0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0661_STAMPING: M-118 1934
 SM0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0661+STABILITY: SURFACE MOTION
 SM0661
 SM0661  HISTORY     - Date     Condition        Report By
 SM0661  HISTORY     - 1934     MONUMENTED       CGS
 SM0661  HISTORY     - 1958     GOOD             USWB
 SM0661
 SM0661                          STATION DESCRIPTION
 SM0661
 SM0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0661'IN WARWICK.
 SM0661'SET IN EAST PEDESTAL STONE ON SOUTH SIDE OF RAILROAD WATER TANK 210
 SM0661'FEET WEST OF THE DEPOT, AT RAIL LEVEL.  NOTE-- THE WATER TANK HAS BEEN
 SM0661'REMOVED, FOUNDATION STILL INTACT.
 SM0661
 SM0661                          STATION RECOVERY (1958)
 SM0661
 SM0661'RECOVERY NOTE BY US WEATHER BUREAU (NOW NWS) 1958
 SM0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0677 ***********************************************************************
 SM0677  DESIGNATION -  M 119 RESET
 SM0677  PID         -  SM0677
 SM0677  STATE/COUNTY-  ND/EDDY
 SM0677  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0677
 SM0677                         *CURRENT SURVEY CONTROL
 SM0677  ___________________________________________________________________
 SM0677* NAD 83(1986)-  47 44 16.     (N)    098 35 24.     (W)     SCALED    
 SM0677* NAVD 88     -       444.39   (+/-2cm)    1458.0    (feet)  VERTCON   
 SM0677  ___________________________________________________________________
 SM0677  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SM0677
 SM0677  VERT ORDER  -  THIRD (See Below)
 SM0677
 SM0677.The horizontal coordinates were scaled from a topographic map and have
 SM0677.an estimated accuracy of +/- 6 seconds.
 SM0677
 SM0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0677.The vertical order pertains to the NGVD 29 superseded value.
 SM0677
 SM0677.The geoid height was determined by GEOID03.
 SM0677
 SM0677;                    North         East    Units  Estimated Accuracy
 SM0677;SPC ND N     -    83,800.      743,230.      MT  (+/- 180 meters Scaled)
 SM0677
 SM0677                          SUPERSEDED SURVEY CONTROL
 SM0677
 SM0677  NGVD 29 (??/??/??)  444.02   (m)         1456.8    (f) RESET       3  
 SM0677
 SM0677.Superseded values are not recommended for survey control.
 SM0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0677.See file dsdata.txt to determine how the superseded data were derived.
 SM0677
 SM0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT307872(NAD 83)
 SM0677_MARKER: DB = BENCH MARK DISK
 SM0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0677_STAMPING: M 119 RESET 1961
 SM0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0677+STABILITY: SURFACE MOTION
 SM0677
 SM0677  HISTORY     - Date     Condition        Report By
 SM0677  HISTORY     - 1961     MONUMENTED       CGS
 SM0677
 SM0677                          STATION DESCRIPTION
 SM0677
 SM0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0677'8.2 MI S FROM HAMAR.
 SM0677'THIS MARK IS LOCATED ABOUT 8.2 MILES SOUTH ALONG STATE HIGHWAY 20 FROM
 SM0677'THE PUBLIC SCHOOL AT HAMAR, ABOUT 0.45 MILE SOUTH OF CROSSROADS, ABOUT
 SM0677'0.05 MILE NORTH OF A HALF-SECTION LINE, 119 FEET WEST OF THE
 SM0677'CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF AN EAST-WEST FENCE, AND
 SM0677'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0723 ***********************************************************************
 SM0723  DESIGNATION -  M 120
 SM0723  PID         -  SM0723
 SM0723  STATE/COUNTY-  ND/EDDY
 SM0723  USGS QUAD   -  BRANTFORD NW (1950)
 SM0723
 SM0723                         *CURRENT SURVEY CONTROL
 SM0723  ___________________________________________________________________
 SM0723* NAD 83(1986)-  47 41 13.     (N)    098 55 56.     (W)     SCALED    
 SM0723* NAVD 88     -       464.086  (meters)    1522.59   (feet)  ADJUSTED  
 SM0723  ___________________________________________________________________
 SM0723  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 SM0723  DYNAMIC HT  -         464.137 (meters)    1522.76  (feet)  COMP
 SM0723  MODELED GRAV-     980,707.7   (mgal)                       NAVD 88
 SM0723
 SM0723  VERT ORDER  -  SECOND    CLASS 0
 SM0723
 SM0723.The horizontal coordinates were scaled from a topographic map and have
 SM0723.an estimated accuracy of +/- 6 seconds.
 SM0723
 SM0723.The orthometric height was determined by differential leveling
 SM0723.and adjusted by the National Geodetic Survey in June 1991..
 SM0723
 SM0723.The geoid height was determined by GEOID03.
 SM0723
 SM0723.The dynamic height is computed by dividing the NAVD 88
 SM0723.geopotential number by the normal gravity value computed on the
 SM0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0723.degrees latitude (g = 980.6199 gals.).
 SM0723
 SM0723.The modeled gravity was interpolated from observed gravity values.
 SM0723
 SM0723;                    North         East    Units  Estimated Accuracy
 SM0723;SPC ND N     -    77,570.      717,690.      MT  (+/- 180 meters Scaled)
 SM0723
 SM0723                          SUPERSEDED SURVEY CONTROL
 SM0723
 SM0723  NGVD 29 (??/??/92)  463.694  (m)         1521.30   (f) ADJ UNCH    2 0
 SM0723
 SM0723.Superseded values are not recommended for survey control.
 SM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0723.See file dsdata.txt to determine how the superseded data were derived.
 SM0723
 SM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT050815(NAD 83)
 SM0723_MARKER: DB = BENCH MARK DISK
 SM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0723_STAMPING: M 120 1934
 SM0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0723+STABILITY: SURFACE MOTION
 SM0723
 SM0723  HISTORY     - Date     Condition        Report By
 SM0723  HISTORY     - 1934     MONUMENTED       CGS
 SM0723  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0723
 SM0723                          STATION DESCRIPTION
 SM0723
 SM0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0723'10 MI E FROM NEW ROCKFORD.
 SM0723'10.0 MILES EAST ALONG STATE HIGHWAY 15 FROM THE PUBLIC SCHOOL AT NEW
 SM0723'ROCKFORD, EDDY COUNTY, 1 MILE EAST OF A SCHOOL, AT A SECTION CORNER,
 SM0723'52 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET INSIDE A FENCE
 SM0723'CORNER, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 SM0723'STAMPED M 120 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 SM0723'SECTION-LINE ROAD HAS BEEN OPENED TO THE SOUTH AND A CULVERT PLACED AT
 SM0723'THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0922 ***********************************************************************
 SM0922  DESIGNATION -  M 121
 SM0922  PID         -  SM0922
 SM0922  STATE/COUNTY-  ND/WELLS
 SM0922  USGS QUAD   -  HEIMDAL (1986)
 SM0922
 SM0922                         *CURRENT SURVEY CONTROL
 SM0922  ___________________________________________________________________
 SM0922* NAD 83(1986)-  47 47 31.     (N)    099 38 20.     (W)     SCALED    
 SM0922* NAVD 88     -       472.288  (meters)    1549.50   (feet)  ADJUSTED  
 SM0922  ___________________________________________________________________
 SM0922  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 SM0922  DYNAMIC HT  -         472.352 (meters)    1549.71  (feet)  COMP
 SM0922  MODELED GRAV-     980,731.8   (mgal)                       NAVD 88
 SM0922
 SM0922  VERT ORDER  -  SECOND    CLASS 0
 SM0922
 SM0922.The horizontal coordinates were scaled from a topographic map and have
 SM0922.an estimated accuracy of +/- 6 seconds.
 SM0922
 SM0922.The orthometric height was determined by differential leveling
 SM0922.and adjusted by the National Geodetic Survey in June 1991..
 SM0922
 SM0922.The geoid height was determined by GEOID03.
 SM0922
 SM0922.The dynamic height is computed by dividing the NAVD 88
 SM0922.geopotential number by the normal gravity value computed on the
 SM0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0922.degrees latitude (g = 980.6199 gals.).
 SM0922
 SM0922.The modeled gravity was interpolated from observed gravity values.
 SM0922
 SM0922;                    North         East    Units  Estimated Accuracy
 SM0922;SPC ND N     -    88,410.      664,510.      MT  (+/- 180 meters Scaled)
 SM0922
 SM0922                          SUPERSEDED SURVEY CONTROL
 SM0922
 SM0922  NGVD 29 (??/??/92)  471.907  (m)         1548.25   (f) ADJ UNCH    2 0
 SM0922
 SM0922.Superseded values are not recommended for survey control.
 SM0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0922.See file dsdata.txt to determine how the superseded data were derived.
 SM0922
 SM0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT521933(NAD 83)
 SM0922_MARKER: DB = BENCH MARK DISK
 SM0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SM0922_SP_SET: CONCRETE BASE
 SM0922_STAMPING: M 121 1934
 SM0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0922
 SM0922  HISTORY     - Date     Condition        Report By
 SM0922  HISTORY     - 1934     MONUMENTED       CGS
 SM0922  HISTORY     - 1960     GOOD             NGS
 SM0922
 SM0922                          STATION DESCRIPTION
 SM0922
 SM0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0922'IN HEIMDAL.
 SM0922'AT HEIMDAL, WELLS COUNTY, ON THE GREAT NORTHERN RAILWAY, ABOUT 1300
 SM0922'FEET EAST OF THE STATION, 2 POLES WEST OF MILEPOST 149, AT BLOCK
 SM0922'SIGNAL 4030, IN THE CONCRETE BASE, AND LEVEL WITH THE RAIL.  A
 SM0922'STANDARD DISK, STAMPED M 121 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0046 ***********************************************************************
 SN0046  DESIGNATION -  M 122
 SN0046  PID         -  SN0046
 SN0046  STATE/COUNTY-  ND/MCHENRY
 SN0046  USGS QUAD   -  DRAKE (1958)
 SN0046
 SN0046                         *CURRENT SURVEY CONTROL
 SN0046  ___________________________________________________________________
 SN0046* NAD 83(1986)-  47 58 30.     (N)    100 18 17.     (W)     SCALED    
 SN0046* NAVD 88     -       486.373  (meters)    1595.71   (feet)  ADJUSTED  
 SN0046  ___________________________________________________________________
 SN0046  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 SN0046  DYNAMIC HT  -         486.447 (meters)    1595.95  (feet)  COMP
 SN0046  MODELED GRAV-     980,748.5   (mgal)                       NAVD 88
 SN0046
 SN0046  VERT ORDER  -  SECOND    CLASS 0
 SN0046
 SN0046.The horizontal coordinates were scaled from a topographic map and have
 SN0046.an estimated accuracy of +/- 6 seconds.
 SN0046
 SN0046.The orthometric height was determined by differential leveling
 SN0046.and adjusted by the National Geodetic Survey in June 1991..
 SN0046
 SN0046.The geoid height was determined by GEOID03.
 SN0046
 SN0046.The dynamic height is computed by dividing the NAVD 88
 SN0046.geopotential number by the normal gravity value computed on the
 SN0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0046.degrees latitude (g = 980.6199 gals.).
 SN0046
 SN0046.The modeled gravity was interpolated from observed gravity values.
 SN0046
 SN0046;                    North         East    Units  Estimated Accuracy
 SN0046;SPC ND N     -   108,420.      614,580.      MT  (+/- 180 meters Scaled)
 SN0046
 SN0046                          SUPERSEDED SURVEY CONTROL
 SN0046
 SN0046  NGVD 29 (??/??/92)  485.995  (m)         1594.47   (f) ADJ UNCH    2 0
 SN0046
 SN0046.Superseded values are not recommended for survey control.
 SN0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0046.See file dsdata.txt to determine how the superseded data were derived.
 SN0046
 SN0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU026143(NAD 83)
 SN0046_MARKER: DB = BENCH MARK DISK
 SN0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0046_STAMPING: M 122 1934
 SN0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0046+STABILITY: SURFACE MOTION
 SN0046
 SN0046  HISTORY     - Date     Condition        Report By
 SN0046  HISTORY     - 1934     MONUMENTED       CGS
 SN0046  HISTORY     - 1962     GOOD             NGS
 SN0046
 SN0046                          STATION DESCRIPTION
 SN0046
 SN0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0046'3.9 MI SE FROM GUTHRIE.
 SN0046'ABOUT 3.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 SN0046'STATION AT GUTHRIE, AT NORFOLK, AT A GRAVELED ROAD CROSSING, 201.5
 SN0046'FEET EAST OF THE CENTERLINE OF THE CROSSING, 81.2 FEET NORTHEAST OF
 SN0046'THE NORTHEAST RAIL, 82.5 FEET NORTH OF A TELEGRAPH POLE, 17 FEET
 SN0046'SOUTHWEST OF A FENCE LINE, 0.9 FOOT NORTHWEST OF A WITNESS POST, 2.5
 SN0046'FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 SN0046'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1083 ***********************************************************************
 TF1083  DESIGNATION -  M 123
 TF1083  PID         -  TF1083
 TF1083  STATE/COUNTY-  ND/WARD
 TF1083  USGS QUAD   -  SAWYER NE (1979)
 TF1083
 TF1083                         *CURRENT SURVEY CONTROL
 TF1083  ___________________________________________________________________
 TF1083* NAD 83(1986)-  48 13 39.     (N)    101 06 32.     (W)     SCALED    
 TF1083* NAVD 88     -       491.902  (meters)    1613.85   (feet)  ADJUSTED  
 TF1083  ___________________________________________________________________
 TF1083  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 TF1083  DYNAMIC HT  -         491.992 (meters)    1614.14  (feet)  COMP
 TF1083  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 TF1083
 TF1083  VERT ORDER  -  SECOND    CLASS 0
 TF1083
 TF1083.The horizontal coordinates were scaled from a topographic map and have
 TF1083.an estimated accuracy of +/- 6 seconds.
 TF1083
 TF1083.The orthometric height was determined by differential leveling
 TF1083.and adjusted by the National Geodetic Survey in June 1991..
 TF1083
 TF1083.The geoid height was determined by GEOID03.
 TF1083
 TF1083.The dynamic height is computed by dividing the NAVD 88
 TF1083.geopotential number by the normal gravity value computed on the
 TF1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1083.degrees latitude (g = 980.6199 gals.).
 TF1083
 TF1083.The modeled gravity was interpolated from observed gravity values.
 TF1083
 TF1083;                    North         East    Units  Estimated Accuracy
 TF1083;SPC ND N     -   136,650.      554,770.      MT  (+/- 180 meters Scaled)
 TF1083
 TF1083                          SUPERSEDED SURVEY CONTROL
 TF1083
 TF1083  NGVD 29 (??/??/92)  491.523  (m)         1612.61   (f) ADJ UNCH    2 0
 TF1083
 TF1083.Superseded values are not recommended for survey control.
 TF1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1083.See file dsdata.txt to determine how the superseded data were derived.
 TF1083
 TF1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU433437(NAD 83)
 TF1083_MARKER: DB = BENCH MARK DISK
 TF1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1083_STAMPING: M 123 1934
 TF1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1083+STABILITY: SURFACE MOTION
 TF1083
 TF1083  HISTORY     - Date     Condition        Report By
 TF1083  HISTORY     - 1934     MONUMENTED       CGS
 TF1083  HISTORY     - 1962     GOOD             NGS
 TF1083
 TF1083                          STATION DESCRIPTION
 TF1083
 TF1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1083'1.9 MI SE FROM SURREY.
 TF1083'1.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TF1083'AT SURREY, ABOUT 0.1 MILE NORTHWEST OF MILEPOST 224, AT A DIRT ROAD
 TF1083'CROSSING, 82 FEET EAST OF THE CENTERLINE OF THE CROSSING, 40 FEET
 TF1083'NORTHEAST OF THE NORTHEAST RAIL, 20.5 FEET SOUTHEAST OF A TELEPHONE
 TF1083'POLE, 1.3 FEET NORTHWEST OF A WITNESS POST, A DISK IN THE TOP OF A
 TF1083'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0904 ***********************************************************************
 SM0904  DESIGNATION -  M 125
 SM0904  PID         -  SM0904
 SM0904  STATE/COUNTY-  ND/KIDDER
 SM0904  USGS QUAD   -  PETTIBONE (1986)
 SM0904
 SM0904                         *CURRENT SURVEY CONTROL
 SM0904  ___________________________________________________________________
 SM0904* NAD 83(1986)-  47 07 05.     (N)    099 32 48.     (W)     SCALED    
 SM0904* NAVD 88     -       551.975  (meters)    1810.94   (feet)  ADJUSTED  
 SM0904  ___________________________________________________________________
 SM0904  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 SM0904  DYNAMIC HT  -         552.003 (meters)    1811.03  (feet)  COMP
 SM0904  MODELED GRAV-     980,646.1   (mgal)                       NAVD 88
 SM0904
 SM0904  VERT ORDER  -  SECOND    CLASS 0
 SM0904
 SM0904.The horizontal coordinates were scaled from a topographic map and have
 SM0904.an estimated accuracy of +/- 6 seconds.
 SM0904
 SM0904.The orthometric height was determined by differential leveling
 SM0904.and adjusted by the National Geodetic Survey in June 1991..
 SM0904
 SM0904.The geoid height was determined by GEOID03.
 SM0904
 SM0904.The dynamic height is computed by dividing the NAVD 88
 SM0904.geopotential number by the normal gravity value computed on the
 SM0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0904.degrees latitude (g = 980.6199 gals.).
 SM0904
 SM0904.The modeled gravity was interpolated from observed gravity values.
 SM0904
 SM0904;                    North         East    Units  Estimated Accuracy
 SM0904;SPC ND S     -   161,770.      672,340.      MT  (+/- 180 meters Scaled)
 SM0904
 SM0904                          SUPERSEDED SURVEY CONTROL
 SM0904
 SM0904  NGVD 29 (??/??/92)  551.566  (m)         1809.60   (f) ADJ UNCH    2 0
 SM0904
 SM0904.Superseded values are not recommended for survey control.
 SM0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0904.See file dsdata.txt to determine how the superseded data were derived.
 SM0904
 SM0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT585184(NAD 83)
 SM0904_MARKER: DB = BENCH MARK DISK
 SM0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0904_STAMPING: M 125 1934
 SM0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0904+STABILITY: SURFACE MOTION
 SM0904
 SM0904  HISTORY     - Date     Condition        Report By
 SM0904  HISTORY     - 1934     MONUMENTED       CGS
 SM0904  HISTORY     - 1957     GOOD             NGS
 SM0904  HISTORY     - 1983     GOOD             LOCSUR
 SM0904
 SM0904                          STATION DESCRIPTION
 SM0904
 SM0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SM0904'1.3 MI W FROM PETTIBONE.
 SM0904'1.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0904'PETTIBONE, KIDDER COUNTY, ABOUT 8 POLES WEST OF MILEPOST 33, ABOUT 165
 SM0904'FEET EAST OF A GRADE CROSSING, 45 FEET SOUTH OF THE CENTER LINE OF THE
 SM0904'TRACK, 4 FEET SOUTH OF A POLE, AND 3 FEET NORTHEAST OF A RIGHT-OF-WAY
 SM0904'FENCE CORNER.  A STANDARD DISK, STAMPED M 125 1934 AND SET IN THE TOP
 SM0904'OF A CONCRETE POST.
 SM0904
 SM0904                          STATION RECOVERY (1983)
 SM0904
 SM0904'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SM0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0095 ***********************************************************************
 SN0095  DESIGNATION -  M 126
 SN0095  PID         -  SN0095
 SN0095  STATE/COUNTY-  ND/BURLEIGH
 SN0095  USGS QUAD   -  CANFIELD LAKE (1979)
 SN0095
 SN0095                         *CURRENT SURVEY CONTROL
 SN0095  ___________________________________________________________________
 SN0095* NAD 83(1986)-  47 09 46.     (N)    100 27 09.     (W)     SCALED    
 SN0095* NAVD 88     -       609.661  (meters)    2000.20   (feet)  ADJUSTED  
 SN0095  ___________________________________________________________________
 SN0095  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 SN0095  DYNAMIC HT  -         609.680 (meters)    2000.26  (feet)  COMP
 SN0095  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 SN0095
 SN0095  VERT ORDER  -  SECOND    CLASS 0
 SN0095
 SN0095.The horizontal coordinates were scaled from a topographic map and have
 SN0095.an estimated accuracy of +/- 6 seconds.
 SN0095
 SN0095.The orthometric height was determined by differential leveling
 SN0095.and adjusted by the National Geodetic Survey in June 1991..
 SN0095
 SN0095.The geoid height was determined by GEOID03.
 SN0095
 SN0095.The dynamic height is computed by dividing the NAVD 88
 SN0095.geopotential number by the normal gravity value computed on the
 SN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0095.degrees latitude (g = 980.6199 gals.).
 SN0095
 SN0095.The modeled gravity was interpolated from observed gravity values.
 SN0095
 SN0095;                    North         East    Units  Estimated Accuracy
 SN0095;SPC ND S     -   166,310.      603,600.      MT  (+/- 180 meters Scaled)
 SN0095
 SN0095                          SUPERSEDED SURVEY CONTROL
 SN0095
 SN0095  NGVD 29 (??/??/92)  609.239  (m)         1998.81   (f) ADJ UNCH    2 0
 SN0095
 SN0095.Superseded values are not recommended for survey control.
 SN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0095.See file dsdata.txt to determine how the superseded data were derived.
 SN0095
 SN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT899242(NAD 83)
 SN0095_MARKER: DB = BENCH MARK DISK
 SN0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0095_STAMPING: M 126 1934
 SN0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0095+STABILITY: SURFACE MOTION
 SN0095
 SN0095  HISTORY     - Date     Condition        Report By
 SN0095  HISTORY     - 1934     MONUMENTED       CGS
 SN0095  HISTORY     - 1957     GOOD             NGS
 SN0095
 SN0095                          STATION DESCRIPTION
 SN0095
 SN0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0095'3.5 MI E FROM REGAN.
 SN0095'3.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0095'REGAN, BURLEIGH COUNTY, 3 POLES WEST OF MILEPOST 77, 7 FEET WEST OF
 SN0095'THE FIRST POLE EAST OF A PUBLIC-ROAD CROSSING, 41 FEET SOUTH OF THE
 SN0095'CENTERLINE OF THE TRACK, 9 FEET NORTH OF A FENCE, LEVEL WITH THE RAIL,
 SN0095'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0245 ***********************************************************************
 RR0245  DESIGNATION -  M 127
 RR0245  PID         -  RR0245
 RR0245  STATE/COUNTY-  ND/MORTON
 RR0245  USGS QUAD   -  SCHMIDT (1976)
 RR0245
 RR0245                         *CURRENT SURVEY CONTROL
 RR0245  ___________________________________________________________________
 RR0245* NAD 83(1986)-  46 42 06.     (N)    100 48 37.     (W)     SCALED    
 RR0245* NAVD 88     -       506.448  (meters)    1661.57   (feet)  ADJUSTED  
 RR0245  ___________________________________________________________________
 RR0245  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0245  DYNAMIC HT  -         506.453 (meters)    1661.59  (feet)  COMP
 RR0245  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RR0245
 RR0245  VERT ORDER  -  SECOND    CLASS 0
 RR0245
 RR0245.The horizontal coordinates were scaled from a topographic map and have
 RR0245.an estimated accuracy of +/- 6 seconds.
 RR0245
 RR0245.The orthometric height was determined by differential leveling
 RR0245.and adjusted by the National Geodetic Survey in June 1991..
 RR0245
 RR0245.The geoid height was determined by GEOID03.
 RR0245
 RR0245.The dynamic height is computed by dividing the NAVD 88
 RR0245.geopotential number by the normal gravity value computed on the
 RR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0245.degrees latitude (g = 980.6199 gals.).
 RR0245
 RR0245.The modeled gravity was interpolated from observed gravity values.
 RR0245
 RR0245;                    North         East    Units  Estimated Accuracy
 RR0245;SPC ND S     -   115,090.      576,270.      MT  (+/- 180 meters Scaled)
 RR0245
 RR0245                          SUPERSEDED SURVEY CONTROL
 RR0245
 RR0245  NGVD 29 (??/??/92)  506.027  (m)         1660.19   (f) ADJ UNCH    2 0
 RR0245
 RR0245.Superseded values are not recommended for survey control.
 RR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0245.See file dsdata.txt to determine how the superseded data were derived.
 RR0245
 RR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS616736(NAD 83)
 RR0245_MARKER: DB = BENCH MARK DISK
 RR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0245_STAMPING: M-127 1934
 RR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0245+STABILITY: SURFACE MOTION
 RR0245
 RR0245  HISTORY     - Date     Condition        Report By
 RR0245  HISTORY     - 1934     MONUMENTED       CGS
 RR0245  HISTORY     - 1956     GOOD             NGS
 RR0245
 RR0245                          STATION DESCRIPTION
 RR0245
 RR0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0245'2.4 MI N FROM SCHMIDT.
 RR0245'ABOUT 2.4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RR0245'STATION AT SCHMIDT, MORTON COUNTY, ABOUT 15 POLES SOUTH OF MILEPOST 9,
 RR0245'50 FEET WEST OF THE CENTER LINE OF THE TRACK, 12 FEET WEST OF A POLE,
 RR0245'AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 RR0245'STAMPED M 127 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE -- 125
 RR0245'FEET SOUTH OF THE CENTERLINE OF A FARM ROAD CROSSING AND IN LINE WITH
 RR0245'POLES.
 RR0245
 RR0245                          STATION RECOVERY (1956)
 RR0245
 RR0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0128 ***********************************************************************
 RR0128  DESIGNATION -  M 128
 RR0128  PID         -  RR0128
 RR0128  STATE/COUNTY-  ND/SIOUX
 RR0128  USGS QUAD   -  CANNON BALL SW (1968)
 RR0128
 RR0128                         *CURRENT SURVEY CONTROL
 RR0128  ___________________________________________________________________
 RR0128* NAD 83(1986)-  46 19 37.     (N)    100 38 05.     (W)     SCALED    
 RR0128* NAVD 88     -       534.144  (meters)    1752.44   (feet)  ADJUSTED  
 RR0128  ___________________________________________________________________
 RR0128  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RR0128  DYNAMIC HT  -         534.135 (meters)    1752.41  (feet)  COMP
 RR0128  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 RR0128
 RR0128  VERT ORDER  -  SECOND    CLASS 0
 RR0128
 RR0128.The horizontal coordinates were scaled from a topographic map and have
 RR0128.an estimated accuracy of +/- 6 seconds.
 RR0128
 RR0128.The orthometric height was determined by differential leveling
 RR0128.and adjusted by the National Geodetic Survey in June 1991..
 RR0128
 RR0128.The geoid height was determined by GEOID03.
 RR0128
 RR0128.The dynamic height is computed by dividing the NAVD 88
 RR0128.geopotential number by the normal gravity value computed on the
 RR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0128.degrees latitude (g = 980.6199 gals.).
 RR0128
 RR0128.The modeled gravity was interpolated from observed gravity values.
 RR0128
 RR0128;                    North         East    Units  Estimated Accuracy
 RR0128;SPC ND S     -    73,400.      589,630.      MT  (+/- 180 meters Scaled)
 RR0128
 RR0128                          SUPERSEDED SURVEY CONTROL
 RR0128
 RR0128  NGVD 29 (??/??/92)  533.749  (m)         1751.14   (f) ADJ UNCH    2 0
 RR0128
 RR0128.Superseded values are not recommended for survey control.
 RR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0128.See file dsdata.txt to determine how the superseded data were derived.
 RR0128
 RR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS741316(NAD 83)
 RR0128_MARKER: DB = BENCH MARK DISK
 RR0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0128_SP_SET: CULVERT
 RR0128_STAMPING: M 128 1934
 RR0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0128
 RR0128  HISTORY     - Date     Condition        Report By
 RR0128  HISTORY     - 1934     MONUMENTED       CGS
 RR0128  HISTORY     - 1956     GOOD             NGS
 RR0128  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0128
 RR0128                          STATION DESCRIPTION
 RR0128
 RR0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0128'7.5 MI S FROM CANNON BALL.
 RR0128'7.5 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0128'RAILWAY STATION AT CANNON BALL, SIOUX COUNTY, AT A CROSS ROAD, AT A
 RR0128'CULVERT ON THE CROSS ROAD, IN THE CENTER OF THE TOP OF THE NORTH
 RR0128'CONCRETE HEAD WALL, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 RR0128'AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 128 1934.
 RR0128'NOTE-- RD REBUILT, CONCRETE CULVERT TORN OUT AND REPLACED BY A METAL
 RR0128'CULVERT.
 RR0128
 RR0128                          STATION RECOVERY (1967)
 RR0128
 RR0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0685 ***********************************************************************
 RR0685  DESIGNATION -  M 129
 RR0685  PID         -  RR0685
 RR0685  STATE/COUNTY-  ND/SIOUX
 RR0685  USGS QUAD   -  SELFRIDGE (1971)
 RR0685
 RR0685                         *CURRENT SURVEY CONTROL
 RR0685  ___________________________________________________________________
 RR0685* NAD 83(1986)-  46 00 05.     (N)    100 54 28.     (W)     SCALED    
 RR0685* NAVD 88     -       657.654  (meters)    2157.65   (feet)  ADJUSTED  
 RR0685  ___________________________________________________________________
 RR0685  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 RR0685  DYNAMIC HT  -         657.605 (meters)    2157.49  (feet)  COMP
 RR0685  MODELED GRAV-     980,518.0   (mgal)                       NAVD 88
 RR0685
 RR0685  VERT ORDER  -  SECOND    CLASS 0
 RR0685
 RR0685.The horizontal coordinates were scaled from a topographic map and have
 RR0685.an estimated accuracy of +/- 6 seconds.
 RR0685
 RR0685.The orthometric height was determined by differential leveling
 RR0685.and adjusted by the National Geodetic Survey in June 1991..
 RR0685
 RR0685.The geoid height was determined by GEOID03.
 RR0685
 RR0685.The dynamic height is computed by dividing the NAVD 88
 RR0685.geopotential number by the normal gravity value computed on the
 RR0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0685.degrees latitude (g = 980.6199 gals.).
 RR0685
 RR0685.The modeled gravity was interpolated from observed gravity values.
 RR0685
 RR0685;                    North         East    Units  Estimated Accuracy
 RR0685;SPC ND S     -    37,290.      568,410.      MT  (+/- 180 meters Scaled)
 RR0685
 RR0685                          SUPERSEDED SURVEY CONTROL
 RR0685
 RR0685  NGVD 29 (??/??/92)  657.231  (m)         2156.27   (f) ADJ UNCH    2 0
 RR0685
 RR0685.Superseded values are not recommended for survey control.
 RR0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0685.See file dsdata.txt to determine how the superseded data were derived.
 RR0685
 RR0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR522959(NAD 83)
 RR0685_MARKER: DB = BENCH MARK DISK
 RR0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0685_STAMPING: M 129 1934
 RR0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0685+STABILITY: SURFACE MOTION
 RR0685
 RR0685  HISTORY     - Date     Condition        Report By
 RR0685  HISTORY     - 1934     MONUMENTED       CGS
 RR0685  HISTORY     - 1956     GOOD             NGS
 RR0685
 RR0685                          STATION DESCRIPTION
 RR0685
 RR0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0685'2.9 MI SE FROM SELFRIDGE.
 RR0685'ABOUT 2.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 RR0685'AND PACIFIC RAILROAD FROM THE STATION AT SELFRIDGE, SIOUX COUNTY,
 RR0685'ABOUT 14 POLES NORTH OF MILEPOST 14, AT A ROAD CROSSING, 60 FEET
 RR0685'SOUTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF THE CENTER
 RR0685'LINE OF THE TRACK, 3 FEET NORTHWEST OF A POLE, AND ABOUT 2 FEET
 RR0685'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 129 1934 AND
 RR0685'SET IN THE TOP OF A CONCRETE POST.
 RR0685
 RR0685                          STATION RECOVERY (1956)
 RR0685
 RR0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1074 ***********************************************************************
 TF1074  DESIGNATION -  M 13
 TF1074  PID         -  TF1074
 TF1074  STATE/COUNTY-  ND/WARD
 TF1074  USGS QUAD   -  MINOT (1979)
 TF1074
 TF1074                         *CURRENT SURVEY CONTROL
 TF1074  ___________________________________________________________________
 TF1074* NAD 83(1986)-  48 14 09.     (N)    101 17 54.     (W)     SCALED    
 TF1074* NAVD 88     -       475.548  (meters)    1560.19   (feet)  POSTED    
 TF1074  ___________________________________________________________________
 TF1074  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 TF1074  DYNAMIC HT  -         475.630 (meters)    1560.46  (feet)  COMP
 TF1074  MODELED GRAV-     980,760.1   (mgal)                       NAVD 88
 TF1074
 TF1074  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 TF1074
 TF1074.The horizontal coordinates were scaled from a topographic map and have
 TF1074.an estimated accuracy of +/- 6 seconds.
 TF1074
 TF1074.The orthometric height was determined by differential leveling
 TF1074.and adjusted by the National Geodetic Survey in 1992..
 TF1074.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 TF1074.rate of 3.1 thru 4.0 mm/km.
 TF1074
 TF1074.The geoid height was determined by GEOID03.
 TF1074
 TF1074.The dynamic height is computed by dividing the NAVD 88
 TF1074.geopotential number by the normal gravity value computed on the
 TF1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1074.degrees latitude (g = 980.6199 gals.).
 TF1074
 TF1074.The modeled gravity was interpolated from observed gravity values.
 TF1074
 TF1074;                    North         East    Units  Estimated Accuracy
 TF1074;SPC ND N     -   137,710.      540,700.      MT  (+/- 180 meters Scaled)
 TF1074
 TF1074                          SUPERSEDED SURVEY CONTROL
 TF1074
 TF1074.No superseded survey control is available for this station.
 TF1074
 TF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU293450(NAD 83)
 TF1074_MARKER: DB = BENCH MARK DISK
 TF1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1074_STAMPING: M 13 1927 1558.940
 TF1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1074+STABILITY: SURFACE MOTION
 TF1074
 TF1074  HISTORY     - Date     Condition        Report By
 TF1074  HISTORY     - 1927     MONUMENTED       CGS
 TF1074  HISTORY     - 1962     MARK NOT FOUND   NGS
 TF1074
 TF1074                          STATION DESCRIPTION
 TF1074
 TF1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1074'IN MINOT.
 TF1074'AT MINOT, WARD COUNTY, 1/4 MILE WEST OF THE SOO LINE RAILROAD
 TF1074'(FORMERLY THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD)
 TF1074'STATION, 150 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GREAT
 TF1074'NORTHERN RAILWAY STATION, ABOUT 480 FEET WEST OF AN OVERPASS, AND 22
 TF1074'FEET NORTH OF THE CENTERLINE OF THE SOO LINE RAILROAD TRACK.  A
 TF1074'STANDARD DISK, STAMPED 1558.940 M 13 1927 AND SET IN THE TOP OF A
 TF1074'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0102 ***********************************************************************
 RS0102  DESIGNATION -  M 14
 RS0102  PID         -  RS0102
 RS0102  STATE/COUNTY-  ND/STARK
 RS0102  USGS QUAD   -  LEHIGH (1959)
 RS0102
 RS0102                         *CURRENT SURVEY CONTROL
 RS0102  ___________________________________________________________________
 RS0102* NAD 83(1986)-  46 51 58.     (N)    102 41 35.     (W)     SCALED    
 RS0102* NAVD 88     -       717.152  (meters)    2352.86   (feet)  ADJUSTED  
 RS0102  ___________________________________________________________________
 RS0102  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 RS0102  DYNAMIC HT  -         717.158 (meters)    2352.88  (feet)  COMP
 RS0102  MODELED GRAV-     980,597.3   (mgal)                       NAVD 88
 RS0102
 RS0102  VERT ORDER  -  FIRST     CLASS II
 RS0102
 RS0102.The horizontal coordinates were scaled from a topographic map and have
 RS0102.an estimated accuracy of +/- 6 seconds.
 RS0102
 RS0102.The orthometric height was determined by differential leveling
 RS0102.and adjusted by the National Geodetic Survey in June 1991..
 RS0102
 RS0102.The geoid height was determined by GEOID03.
 RS0102
 RS0102.The dynamic height is computed by dividing the NAVD 88
 RS0102.geopotential number by the normal gravity value computed on the
 RS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0102.degrees latitude (g = 980.6199 gals.).
 RS0102
 RS0102.The modeled gravity was interpolated from observed gravity values.
 RS0102
 RS0102;                    North         East    Units  Estimated Accuracy
 RS0102;SPC ND S     -   135,660.      432,820.      MT  (+/- 180 meters Scaled)
 RS0102
 RS0102                          SUPERSEDED SURVEY CONTROL
 RS0102
 RS0102  NGVD 29 (??/??/92)  716.630  (m)         2351.14   (f) ADJ UNCH    1 2
 RS0102
 RS0102.Superseded values are not recommended for survey control.
 RS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0102.See file dsdata.txt to determine how the superseded data were derived.
 RS0102
 RS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM758928(NAD 83)
 RS0102_MARKER: DB = BENCH MARK DISK
 RS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0102_STAMPING: M 14 1931 2351.144
 RS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0102+STABILITY: SURFACE MOTION
 RS0102
 RS0102  HISTORY     - Date     Condition        Report By
 RS0102  HISTORY     - 1931     MONUMENTED       CGS
 RS0102  HISTORY     - 1941     GOOD             NGS
 RS0102  HISTORY     - 1975     GOOD             LOCENG
 RS0102
 RS0102                          STATION DESCRIPTION
 RS0102
 RS0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RS0102'4.5 MI E FROM DICKKINSON.
 RS0102'4.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM DICKINSON,
 RS0102'STARK COUNTY, 210 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 RS0102'STATION AT LEHIGH, 365 FEET EAST OF MILEPOST 105, AND 78 FEET
 RS0102'NORTHEAST OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 RS0102'STAMPED 2351.144 M 14 1931 AND SET IN THE TOP OF A CONCRETE POST
 RS0102'PROJECTING 1 INCH ABOVE GROUND.  NOTE-- STATION AT LEHIGH HAS BEEN
 RS0102'REMOVED.
 RS0102
 RS0102                          STATION RECOVERY (1975)
 RS0102
 RS0102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 RS0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0409 ***********************************************************************
 RR0409  DESIGNATION -  M 15
 RR0409  PID         -  RR0409
 RR0409  STATE/COUNTY-  ND/MORTON
 RR0409  USGS QUAD   -  ALMONT EAST (1980)
 RR0409
 RR0409                         *CURRENT SURVEY CONTROL
 RR0409  ___________________________________________________________________
 RR0409* NAD 83(1986)-  46 43 31.     (N)    101 29 58.     (W)     SCALED    
 RR0409* NAVD 88     -       583.833  (meters)    1915.46   (feet)  ADJUSTED  
 RR0409  ___________________________________________________________________
 RR0409  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 RR0409  DYNAMIC HT  -         583.835 (meters)    1915.47  (feet)  COMP
 RR0409  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 RR0409
 RR0409  VERT ORDER  -  FIRST     CLASS II
 RR0409
 RR0409.The horizontal coordinates were scaled from a topographic map and have
 RR0409.an estimated accuracy of +/- 6 seconds.
 RR0409
 RR0409.The orthometric height was determined by differential leveling
 RR0409.and adjusted by the National Geodetic Survey in June 1991..
 RR0409
 RR0409.The geoid height was determined by GEOID03.
 RR0409
 RR0409.The dynamic height is computed by dividing the NAVD 88
 RR0409.geopotential number by the normal gravity value computed on the
 RR0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0409.degrees latitude (g = 980.6199 gals.).
 RR0409
 RR0409.The modeled gravity was interpolated from observed gravity values.
 RR0409
 RR0409;                    North         East    Units  Estimated Accuracy
 RR0409;SPC ND S     -   118,160.      523,600.      MT  (+/- 180 meters Scaled)
 RR0409
 RR0409                          SUPERSEDED SURVEY CONTROL
 RR0409
 RR0409  NGVD 29 (??/??/92)  583.406  (m)         1914.06   (f) ADJ UNCH    1 2
 RR0409
 RR0409.Superseded values are not recommended for survey control.
 RR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0409.See file dsdata.txt to determine how the superseded data were derived.
 RR0409
 RR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS090776(NAD 83)
 RR0409_MARKER: DB = BENCH MARK DISK
 RR0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0409_STAMPING: M 15 1931 1914.058
 RR0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0409+STABILITY: SURFACE MOTION
 RR0409
 RR0409  HISTORY     - Date     Condition        Report By
 RR0409  HISTORY     - 1931     MONUMENTED       CGS
 RR0409  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0409
 RR0409                          STATION DESCRIPTION
 RR0409
 RR0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RR0409'1.4 MI SE FROM ALMONT.
 RR0409'LOCATED ON THE COUNTY ROAD AT THE SOUTHEAST EDGE OF ALMONT ABOUT 100
 RR0409'YARDS SOUTHEAST OF A SHARP BEND IN THE CREEK.  THE MARK IS IN THE LINE
 RR0409'OF TELEPHONE POLES S.W. OF THE ROAD, 3 FEET N.W. OF A POLE, 1 FOOT
 RR0409'N.E. OF THE FENCE LINE, 74 FEET S.W. OF THE CENTER LINE OF THE ROAD
 RR0409'AND 196.5 FEET S.W. OF THE SOUTH RAIL OF THE MAIN TRACK OF THE NO.
 RR0409'PAC. RY. AT A POINT 30 FEET S.E. OF THE SWITCH POINT OF STOCK YARD
 RR0409'SIDING.  NOTE-- MOST OF THE LANDMARKS HAVE BEEN DISMANTLED OR
 RR0409'DESTROYED.
 RR0409
 RR0409                          STATION RECOVERY (1975)
 RR0409
 RR0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0385 ***********************************************************************
 RQ0385  DESIGNATION -  M 16
 RQ0385  PID         -  RQ0385
 RQ0385  STATE/COUNTY-  ND/KIDDER
 RQ0385  USGS QUAD   -  DAWSON (1975)
 RQ0385
 RQ0385                         *CURRENT SURVEY CONTROL
 RQ0385  ___________________________________________________________________
 RQ0385* NAD 83(1986)-  46 51 51.     (N)    099 49 36.     (W)     SCALED    
 RQ0385* NAVD 88     -       552.670  (meters)    1813.22   (feet)  ADJUSTED  
 RQ0385  ___________________________________________________________________
 RQ0385  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 RQ0385  DYNAMIC HT  -         552.684 (meters)    1813.26  (feet)  COMP
 RQ0385  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 RQ0385
 RQ0385  VERT ORDER  -  FIRST     CLASS II
 RQ0385
 RQ0385.The horizontal coordinates were scaled from a topographic map and have
 RQ0385.an estimated accuracy of +/- 6 seconds.
 RQ0385
 RQ0385.The orthometric height was determined by differential leveling
 RQ0385.and adjusted by the National Geodetic Survey in June 1991..
 RQ0385
 RQ0385.The geoid height was determined by GEOID03.
 RQ0385
 RQ0385.The dynamic height is computed by dividing the NAVD 88
 RQ0385.geopotential number by the normal gravity value computed on the
 RQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0385.degrees latitude (g = 980.6199 gals.).
 RQ0385
 RQ0385.The modeled gravity was interpolated from observed gravity values.
 RQ0385
 RQ0385;                    North         East    Units  Estimated Accuracy
 RQ0385;SPC ND S     -   133,330.      651,340.      MT  (+/- 180 meters Scaled)
 RQ0385
 RQ0385                          SUPERSEDED SURVEY CONTROL
 RQ0385
 RQ0385  NGVD 29 (??/??/92)  552.250  (m)         1811.84   (f) ADJ UNCH    1 2
 RQ0385
 RQ0385.Superseded values are not recommended for survey control.
 RQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0385.See file dsdata.txt to determine how the superseded data were derived.
 RQ0385
 RQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS369904(NAD 83)
 RQ0385_MARKER: DB = BENCH MARK DISK
 RQ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0385_STAMPING: 1811.840 M 16 1931
 RQ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0385+STABILITY: SURFACE MOTION
 RQ0385
 RQ0385  HISTORY     - Date     Condition        Report By
 RQ0385  HISTORY     - 1931     MONUMENTED       CGS
 RQ0385  HISTORY     - 1961     MARK NOT FOUND   NGS
 RQ0385
 RQ0385                          STATION DESCRIPTION
 RQ0385
 RQ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0385'4 MI E FROM STEELE.
 RQ0385'4 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM STEELE, KIDDER
 RQ0385'COUNTY, AT THE ROAD CROSSING AT THE WEST END OF SIFTON SIDING, 52.5
 RQ0385'FEET NORTHWEST OF THE SECOND POLE WEST OF THE CROSSING, ABOUT 236 FEET
 RQ0385'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 203 FEET WEST OF THE EAST
 RQ0385'END OF A SNOW FENCE, 94 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 RQ0385'TRACK, AND 3 FEET SOUTH OF THE SNOW FENCE.  A STANDARD DISK, STAMPED
 RQ0385'1811.840 M 16 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RQ0385'ABOUT 1-1/2 INCHES ABOVE GROUND.  NOTE-- THE AREA IN WHICH THIS MARK
 RQ0385'WAS SET HAS BEEN PLOWED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0654 ***********************************************************************
 SM0654  DESIGNATION -  M 17
 SM0654  PID         -  SM0654
 SM0654  STATE/COUNTY-  ND/STUTSMAN
 SM0654  USGS QUAD   -  BUCHANAN (1990)
 SM0654
 SM0654                         *CURRENT SURVEY CONTROL
 SM0654  ___________________________________________________________________
 SM0654* NAD 83(1986)-  47 03 58.     (N)    098 49 48.     (W)     SCALED    
 SM0654* NAVD 88     -       472.279  (meters)    1549.47   (feet)  ADJUSTED  
 SM0654  ___________________________________________________________________
 SM0654  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SM0654  DYNAMIC HT  -         472.305 (meters)    1549.55  (feet)  COMP
 SM0654  MODELED GRAV-     980,654.1   (mgal)                       NAVD 88
 SM0654
 SM0654  VERT ORDER  -  FIRST     CLASS II
 SM0654
 SM0654.The horizontal coordinates were scaled from a topographic map and have
 SM0654.an estimated accuracy of +/- 6 seconds.
 SM0654
 SM0654.The orthometric height was determined by differential leveling
 SM0654.and adjusted by the National Geodetic Survey in June 1991..
 SM0654.WARNING-Repeat measurements at this control monument indicate possible
 SM0654.vertical movement.
 SM0654
 SM0654.The geoid height was determined by GEOID03.
 SM0654
 SM0654.The dynamic height is computed by dividing the NAVD 88
 SM0654.geopotential number by the normal gravity value computed on the
 SM0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0654.degrees latitude (g = 980.6199 gals.).
 SM0654
 SM0654.The modeled gravity was interpolated from observed gravity values.
 SM0654
 SM0654;                    North         East    Units  Estimated Accuracy
 SM0654;SPC ND S     -   156,910.      726,840.      MT  (+/- 180 meters Scaled)
 SM0654
 SM0654                          SUPERSEDED SURVEY CONTROL
 SM0654
 SM0654  NGVD 29 (04/23/90)  471.889  (m)         1548.19   (f) ADJUSTED    1 2
 SM0654
 SM0654.Superseded values are not recommended for survey control.
 SM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0654.See file dsdata.txt to determine how the superseded data were derived.
 SM0654
 SM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT129125(NAD 83)
 SM0654_MARKER: DB = BENCH MARK DISK
 SM0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0654_STAMPING: M 17 1931
 SM0654_MARK LOGO: CGS   
 SM0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0654+STABILITY: SURFACE MOTION
 SM0654
 SM0654  HISTORY     - Date     Condition        Report By
 SM0654  HISTORY     - 1931     MONUMENTED       CGS
 SM0654  HISTORY     - 1960     GOOD             NGS
 SM0654  HISTORY     - 1982     GOOD             NGS
 SM0654
 SM0654                          STATION DESCRIPTION
 SM0654
 SM0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0654'0.25 MI N FROM BUCHANAN.
 SM0654'ABOUT 1/4 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM BUCHANAN,
 SM0654'75 FEET SOUTHEAST OF A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE
 SM0654'OF A ROAD, 36 FEET EAST OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH
 SM0654'OF THE FIRST POLE SOUTH OF THE ROAD, AND IN LINE WITH THE ROW OF
 SM0654'POLES.
 SM0654
 SM0654                          STATION RECOVERY (1982)
 SM0654
 SM0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SM0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0133 ***********************************************************************
 TF0133  DESIGNATION -  M 170
 TF0133  PID         -  TF0133
 TF0133  STATE/COUNTY-  ND/BOTTINEAU
 TF0133  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF0133
 TF0133                         *CURRENT SURVEY CONTROL
 TF0133  ___________________________________________________________________
 TF0133* NAD 83(1986)-  48 57 53.     (N)    100 12 10.     (W)     SCALED    
 TF0133* NAVD 88     -       660.904  (meters)    2168.32   (feet)  ADJUSTED  
 TF0133  ___________________________________________________________________
 TF0133  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF0133  DYNAMIC HT  -         661.060 (meters)    2168.83  (feet)  COMP
 TF0133  MODELED GRAV-     980,822.7   (mgal)                       NAVD 88
 TF0133
 TF0133  VERT ORDER  -  SECOND    CLASS 0
 TF0133
 TF0133.The horizontal coordinates were scaled from a topographic map and have
 TF0133.an estimated accuracy of +/- 6 seconds.
 TF0133
 TF0133.The orthometric height was determined by differential leveling
 TF0133.and adjusted by the National Geodetic Survey in June 1991..
 TF0133
 TF0133.The geoid height was determined by GEOID03.
 TF0133
 TF0133.The dynamic height is computed by dividing the NAVD 88
 TF0133.geopotential number by the normal gravity value computed on the
 TF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0133.degrees latitude (g = 980.6199 gals.).
 TF0133
 TF0133.The modeled gravity was interpolated from observed gravity values.
 TF0133
 TF0133;                    North         East    Units  Estimated Accuracy
 TF0133;SPC ND N     -   218,500.      621,770.      MT  (+/- 180 meters Scaled)
 TF0133
 TF0133                          SUPERSEDED SURVEY CONTROL
 TF0133
 TF0133  NGVD 29 (??/??/92)  660.503  (m)         2167.00   (f) ADJ UNCH    2 0
 TF0133
 TF0133.Superseded values are not recommended for survey control.
 TF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0133.See file dsdata.txt to determine how the superseded data were derived.
 TF0133
 TF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV119242(NAD 83)
 TF0133_MARKER: DB = BENCH MARK DISK
 TF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0133_STAMPING: M 170 1935
 TF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0133+STABILITY: SURFACE MOTION
 TF0133
 TF0133  HISTORY     - Date     Condition        Report By
 TF0133  HISTORY     - 1935     MONUMENTED       CGS
 TF0133
 TF0133                          STATION DESCRIPTION
 TF0133
 TF0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0133'16.0 MI NW FROM DUNSEITH.
 TF0133'IN BOTTINEAU COUNTY, 16.0 MILES NORTHWEST ALONG THE WILLOW LAKE ROAD
 TF0133'FROM THE GREAT NORTHERN RAILWAY STATION AT DUNSEITH, ROLETTE COUNTY,
 TF0133'2.6 MILES WEST OF THE ACKWORTH SCHOOL, 1.0 MILE WEST OF THE
 TF0133'BOTTINEAU-ROLETTE COUNTY LINE, 0.5 MILE EAST OF LOON LAKE SCHOOL NO.
 TF0133'4, 155 YARDS EAST OF THE CORNER OF SECTIONS 1, 2, 11 AND 12, T. 163
 TF0133'N., R. 74 W., 100 YARDS WEST OF THE J.J. BJORNSETH FARMHOUSE DRIVEWAY,
 TF0133'185 FEET WEST OF A PIPE CULVERT, 27.5 FEET NORTH OF THE CENTERLINE OF
 TF0133'THE ROAD, AND 1 FOOT SOUTH OF THE PROPERTY-LINE FENCE. A STANDARD
 TF0133'DISK, STAMPED M 170 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0109 ***********************************************************************
 TF0109  DESIGNATION -  M 171
 TF0109  PID         -  TF0109
 TF0109  STATE/COUNTY-  ND/ROLETTE
 TF0109  USGS QUAD   -  LORDS LAKE (1955)
 TF0109
 TF0109                         *CURRENT SURVEY CONTROL
 TF0109  ___________________________________________________________________
 TF0109* NAD 83(1986)-  48 49 13.     (N)    100 09 40.     (W)     SCALED    
 TF0109* NAVD 88     -       529.255  (meters)    1736.40   (feet)  ADJUSTED  
 TF0109  ___________________________________________________________________
 TF0109  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0109  DYNAMIC HT  -         529.384 (meters)    1736.82  (feet)  COMP
 TF0109  MODELED GRAV-     980,835.2   (mgal)                       NAVD 88
 TF0109
 TF0109  VERT ORDER  -  SECOND    CLASS 0
 TF0109
 TF0109.The horizontal coordinates were scaled from a topographic map and have
 TF0109.an estimated accuracy of +/- 6 seconds.
 TF0109
 TF0109.The orthometric height was determined by differential leveling
 TF0109.and adjusted by the National Geodetic Survey in June 1991..
 TF0109
 TF0109.The geoid height was determined by GEOID03.
 TF0109
 TF0109.The dynamic height is computed by dividing the NAVD 88
 TF0109.geopotential number by the normal gravity value computed on the
 TF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0109.degrees latitude (g = 980.6199 gals.).
 TF0109
 TF0109.The modeled gravity was interpolated from observed gravity values.
 TF0109
 TF0109;                    North         East    Units  Estimated Accuracy
 TF0109;SPC ND N     -   202,450.      624,890.      MT  (+/- 180 meters Scaled)
 TF0109
 TF0109                          SUPERSEDED SURVEY CONTROL
 TF0109
 TF0109  NGVD 29 (??/??/92)  528.874  (m)         1735.15   (f) ADJ UNCH    2 0
 TF0109
 TF0109.Superseded values are not recommended for survey control.
 TF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0109.See file dsdata.txt to determine how the superseded data were derived.
 TF0109
 TF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV147081(NAD 83)
 TF0109_MARKER: DB = BENCH MARK DISK
 TF0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0109_STAMPING: M 171 1935
 TF0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0109+STABILITY: SURFACE MOTION
 TF0109
 TF0109  HISTORY     - Date     Condition        Report By
 TF0109  HISTORY     - 1935     MONUMENTED       CGS
 TF0109  HISTORY     - 1935     GOOD             NGS
 TF0109
 TF0109                          STATION DESCRIPTION
 TF0109
 TF0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF0109'5.0 MI W FROM DUNSEITH.
 TF0109'5.0 MILES WEST ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TF0109'STATION AT DUNSEITH, ROLETTE COUNTY, 1.0 MILE EAST OF THE
 TF0109'BOTTINEAU-ROLETTE COUNTY LINE, 225 FEET EAST OF THE CORNER OF SECTIONS
 TF0109'29, 30, 31, AND 32, T. 162 N., R. 73 W., 32 FEET SOUTH OF THE
 TF0109'CENTERLINE OF THE HIGHWAY, AND 4.5 FEET WEST OF A POWER-LINE POLE. A
 TF0109'STANDARD DISK, STAMPED M 171 1935 AND SET IN THE TOP OF A CONCRETE
 TF0109'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1515 ***********************************************************************
 TE1515  DESIGNATION -  M 172
 TE1515  PID         -  TE1515
 TE1515  STATE/COUNTY-  ND/ROLETTE
 TE1515  USGS QUAD   -  LAKE UPSILON SE (1968)
 TE1515
 TE1515                         *CURRENT SURVEY CONTROL
 TE1515  ___________________________________________________________________
 TE1515* NAD 83(1986)-  48 46 34.     (N)    099 47 20.     (W)     SCALED    
 TE1515* NAVD 88     -       547.578  (meters)    1796.51   (feet)  POSTED    
 TE1515  ___________________________________________________________________
 TE1515  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TE1515  DYNAMIC HT  -         547.710 (meters)    1796.95  (feet)  COMP
 TE1515  MODELED GRAV-     980,826.4   (mgal)                       NAVD 88
 TE1515
 TE1515  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TE1515
 TE1515.The horizontal coordinates were scaled from a topographic map and have
 TE1515.an estimated accuracy of +/- 6 seconds.
 TE1515
 TE1515.The orthometric height was determined by differential leveling
 TE1515.and adjusted by the National Geodetic Survey in 1992..
 TE1515.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TE1515.rate of 0.0 thru 1.0 mm/km.
 TE1515
 TE1515.The geoid height was determined by GEOID03.
 TE1515
 TE1515.The dynamic height is computed by dividing the NAVD 88
 TE1515.geopotential number by the normal gravity value computed on the
 TE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1515.degrees latitude (g = 980.6199 gals.).
 TE1515
 TE1515.The modeled gravity was interpolated from observed gravity values.
 TE1515
 TE1515;                    North         East    Units  Estimated Accuracy
 TE1515;SPC ND N     -   197,720.      652,270.      MT  (+/- 180 meters Scaled)
 TE1515
 TE1515                          SUPERSEDED SURVEY CONTROL
 TE1515
 TE1515  NGVD 29 (??/??/92)  547.193  (m)         1795.25   (f) ADJ UNCH    2 0
 TE1515
 TE1515.Superseded values are not recommended for survey control.
 TE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1515.See file dsdata.txt to determine how the superseded data were derived.
 TE1515
 TE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV420028(NAD 83)
 TE1515_MARKER: DB = BENCH MARK DISK
 TE1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1515_STAMPING: M-172 1935
 TE1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1515+STABILITY: SURFACE MOTION
 TE1515
 TE1515  HISTORY     - Date     Condition        Report By
 TE1515  HISTORY     - 1935     MONUMENTED       CGS
 TE1515
 TE1515                          STATION DESCRIPTION
 TE1515
 TE1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1515'6.6 MI SW FROM BELCOURT.
 TE1515'4.6 MILES SOUTH AND 2 MILES WEST OF, ALONG EAST-WEST SECTION ROAD,
 TE1515'FROM TURTLE MT. INDIAN SCHOOL.  ABOUT 135 FEET WEST OF NORTH-SOUTH
 TE1515'TOWNSHIP LINE ROAD AND SECTION CORNER COMMON TO SECTIONS 12, 13 OF T
 TE1515'161 N, R 71 W.  AND 7, 18 OF T 161, N, R 70 W.  ABOUT 135 FEET EAST OF
 TE1515'A PIPE CULVERT.  ABOUT 100 FEET WEST OF ART GAGNERS MAILBOX.  90 FEET
 TE1515'WEST OF FENCE CORNER AT NORTHWEST CORNER OF INTERSECTION.  29.5 FEET
 TE1515'NORTH OF ROAD CENTERLINE.  1 FT. SOUTH OF PROPERTY LINE FENCE. TABLET
 TE1515'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1510 ***********************************************************************
 TE1510  DESIGNATION -  M 173
 TE1510  PID         -  TE1510
 TE1510  STATE/COUNTY-  ND/ROLETTE
 TE1510  USGS QUAD   -  BELCOURT (1968)
 TE1510
 TE1510                         *CURRENT SURVEY CONTROL
 TE1510  ___________________________________________________________________
 TE1510* NAD 83(1986)-  48 50 34.     (N)    099 44 43.     (W)     SCALED    
 TE1510* NAVD 88     -       597.843  (meters)    1961.42   (feet)  ADJUSTED  
 TE1510  ___________________________________________________________________
 TE1510  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TE1510  DYNAMIC HT  -         597.982 (meters)    1961.88  (feet)  COMP
 TE1510  MODELED GRAV-     980,823.1   (mgal)                       NAVD 88
 TE1510
 TE1510  VERT ORDER  -  SECOND    CLASS 0
 TE1510
 TE1510.The horizontal coordinates were scaled from a topographic map and have
 TE1510.an estimated accuracy of +/- 6 seconds.
 TE1510
 TE1510.The orthometric height was determined by differential leveling
 TE1510.and adjusted by the National Geodetic Survey in June 1991..
 TE1510
 TE1510.The geoid height was determined by GEOID03.
 TE1510
 TE1510.The dynamic height is computed by dividing the NAVD 88
 TE1510.geopotential number by the normal gravity value computed on the
 TE1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1510.degrees latitude (g = 980.6199 gals.).
 TE1510
 TE1510.The modeled gravity was interpolated from observed gravity values.
 TE1510
 TE1510;                    North         East    Units  Estimated Accuracy
 TE1510;SPC ND N     -   205,160.      655,400.      MT  (+/- 180 meters Scaled)
 TE1510
 TE1510                          SUPERSEDED SURVEY CONTROL
 TE1510
 TE1510  NGVD 29 (??/??/92)  597.451  (m)         1960.14   (f) ADJ UNCH    2 0
 TE1510
 TE1510.Superseded values are not recommended for survey control.
 TE1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1510.See file dsdata.txt to determine how the superseded data were derived.
 TE1510
 TE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV453102(NAD 83)
 TE1510_MARKER: DB = BENCH MARK DISK
 TE1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1510_SP_SET: FOOTING
 TE1510_STAMPING: M-173 1935
 TE1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1510
 TE1510  HISTORY     - Date     Condition        Report By
 TE1510  HISTORY     - 1935     MONUMENTED       CGS
 TE1510  HISTORY     - 1940     GOOD             NGS
 TE1510
 TE1510                          STATION DESCRIPTION
 TE1510
 TE1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1510'IN BELCOURT.
 TE1510'IN BELCOURT.  ALONG STATE HIGHWAY NO. 5, 110 FEET NORTH-EAST OF THE
 TE1510'CORNER OF THE OFFICE BUILDING OF THE TURTLE MOUNTAIN INDIAN AGENCY,
 TE1510'100.5 FEET WEST OF THE HIGHWAY CENTER-LINE AT THE WATER TOWER, TABLET
 TE1510'SET IN THE TOP OF THE EAST CORNER OF THE SOUTH-EAST FOOTING AND 1 FOOT
 TE1510'WEST OF A WHITE MARKER STENCILED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0051 ***********************************************************************
 TF0051  DESIGNATION -  M 174
 TF0051  PID         -  TF0051
 TF0051  STATE/COUNTY-  ND/ROLETTE
 TF0051  USGS QUAD   -  BARTON (1980)
 TF0051
 TF0051                         *CURRENT SURVEY CONTROL
 TF0051  ___________________________________________________________________
 TF0051* NAD 83(1986)-  48 33 36.     (N)    100 08 44.     (W)     SCALED    
 TF0051* NAVD 88     -       457.270  (meters)    1500.23   (feet)  ADJUSTED  
 TF0051  ___________________________________________________________________
 TF0051  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0051  DYNAMIC HT  -         457.376 (meters)    1500.57  (feet)  COMP
 TF0051  MODELED GRAV-     980,827.6   (mgal)                       NAVD 88
 TF0051
 TF0051  VERT ORDER  -  SECOND    CLASS 0
 TF0051
 TF0051.The horizontal coordinates were scaled from a topographic map and have
 TF0051.an estimated accuracy of +/- 6 seconds.
 TF0051
 TF0051.The orthometric height was determined by differential leveling
 TF0051.and adjusted by the National Geodetic Survey in June 1991..
 TF0051
 TF0051.The geoid height was determined by GEOID03.
 TF0051
 TF0051.The dynamic height is computed by dividing the NAVD 88
 TF0051.geopotential number by the normal gravity value computed on the
 TF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0051.degrees latitude (g = 980.6199 gals.).
 TF0051
 TF0051.The modeled gravity was interpolated from observed gravity values.
 TF0051
 TF0051;                    North         East    Units  Estimated Accuracy
 TF0051;SPC ND N     -   173,510.      626,160.      MT  (+/- 180 meters Scaled)
 TF0051
 TF0051                          SUPERSEDED SURVEY CONTROL
 TF0051
 TF0051  NGVD 29 (??/??/92)  456.898  (m)         1499.01   (f) ADJ UNCH    2 0
 TF0051
 TF0051.Superseded values are not recommended for survey control.
 TF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0051.See file dsdata.txt to determine how the superseded data were derived.
 TF0051
 TF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU154791(NAD 83)
 TF0051_MARKER: DB = BENCH MARK DISK
 TF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0051_STAMPING: M 174 1935
 TF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0051+STABILITY: SURFACE MOTION
 TF0051
 TF0051  HISTORY     - Date     Condition        Report By
 TF0051  HISTORY     - 1935     MONUMENTED       CGS
 TF0051
 TF0051                          STATION DESCRIPTION
 TF0051
 TF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0051'8.4 MI S FROM OVERLY.
 TF0051'IN ROLETTE COUNTY, 8.4 MILES SOUTH ALONG THE BOTTINEAU-ROLETTE
 TF0051'COUNTY-LINE ROAD FROM THE SOO LINE RAILROAD STATION AT OVERLY,
 TF0051'BOTTINEAU COUNTY, 325 FEET SOUTH OF A DOUBLE PIPE CULVERT 130 FEET
 TF0051'NORTH OF THE CORNER OF SECTION 25, 36, 30 AND 3, T. 159 N., RS. 73 AND
 TF0051'74 W., 32.2 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST
 TF0051'OF THE FENCE.  A STANDARD DISK, STAMPED M 174 1935 AND SET IN THE TOP
 TF0051'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1539 ***********************************************************************
 TE1539  DESIGNATION -  M 175
 TE1539  PID         -  TE1539
 TE1539  STATE/COUNTY-  ND/ROLETTE
 TE1539  USGS QUAD   -  ROLLA NE (1969)
 TE1539
 TE1539                         *CURRENT SURVEY CONTROL
 TE1539  ___________________________________________________________________
 TE1539* NAD 83(1986)-  48 59 34.     (N)    099 33 33.     (W)     SCALED    
 TE1539* NAVD 88     -       541.697  (meters)    1777.22   (feet)  ADJUSTED  
 TE1539  ___________________________________________________________________
 TE1539  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 TE1539  DYNAMIC HT  -         541.837 (meters)    1777.68  (feet)  COMP
 TE1539  MODELED GRAV-     980,849.2   (mgal)                       NAVD 88
 TE1539
 TE1539  VERT ORDER  -  SECOND    CLASS 0
 TE1539
 TE1539.The horizontal coordinates were scaled from a topographic map and have
 TE1539.an estimated accuracy of +/- 6 seconds.
 TE1539
 TE1539.The orthometric height was determined by differential leveling
 TE1539.and adjusted by the National Geodetic Survey in June 1991..
 TE1539
 TE1539.The geoid height was determined by GEOID03.
 TE1539
 TE1539.The dynamic height is computed by dividing the NAVD 88
 TE1539.geopotential number by the normal gravity value computed on the
 TE1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1539.degrees latitude (g = 980.6199 gals.).
 TE1539
 TE1539.The modeled gravity was interpolated from observed gravity values.
 TE1539
 TE1539;                    North         East    Units  Estimated Accuracy
 TE1539;SPC ND N     -   222,000.      668,860.      MT  (+/- 180 meters Scaled)
 TE1539
 TE1539                          SUPERSEDED SURVEY CONTROL
 TE1539
 TE1539  NGVD 29 (??/??/92)  541.276  (m)         1775.84   (f) ADJ UNCH    2 0
 TE1539
 TE1539.Superseded values are not recommended for survey control.
 TE1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1539.See file dsdata.txt to determine how the superseded data were derived.
 TE1539
 TE1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV590268(NAD 83)
 TE1539_MARKER: DB = BENCH MARK DISK
 TE1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1539_STAMPING: M-175 1935
 TE1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1539+STABILITY: SURFACE MOTION
 TE1539
 TE1539  HISTORY     - Date     Condition        Report By
 TE1539  HISTORY     - 1935     MONUMENTED       CGS
 TE1539
 TE1539                          STATION DESCRIPTION
 TE1539
 TE1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1539'4.7 MI SE FROM ST JOHN INSPECTION STA.
 TE1539'.5 MILE SOUTH AND 4.2 MILES EAST OF, ALONG EAST-WEST SECTION LINE,
 TE1539'FROM CUSTOMS BUILDING.  75 FEET SOUTHEAST OF NORTHEAST CORNER OF NW
 TE1539'1/4 OF SECTION 35 OF T 164 N, R 69 W.  55.5 FEET WEST OF CENTERLINE OF
 TE1539'DRIVE TO JOHN GUEDSSES FARMHOUSE.  38.7 FEET SOUTH OF ROAD CENTERLINE.
 TE1539'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1520 ***********************************************************************
 TE1520  DESIGNATION -  M 176
 TE1520  PID         -  TE1520
 TE1520  STATE/COUNTY-  ND/ROLETTE
 TE1520  USGS QUAD   -  ROLLA (1970)
 TE1520
 TE1520                         *CURRENT SURVEY CONTROL
 TE1520  ___________________________________________________________________
 TE1520* NAD 83(1986)-  48 47 25.     (N)    099 31 33.     (W)     SCALED    
 TE1520* NAVD 88     -       536.709  (meters)    1760.85   (feet)  ADJUSTED  
 TE1520  ___________________________________________________________________
 TE1520  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TE1520  DYNAMIC HT  -         536.836 (meters)    1761.27  (feet)  COMP
 TE1520  MODELED GRAV-     980,830.4   (mgal)                       NAVD 88
 TE1520
 TE1520  VERT ORDER  -  SECOND    CLASS 0
 TE1520
 TE1520.The horizontal coordinates were scaled from a topographic map and have
 TE1520.an estimated accuracy of +/- 6 seconds.
 TE1520
 TE1520.The orthometric height was determined by differential leveling
 TE1520.and adjusted by the National Geodetic Survey in June 1991..
 TE1520
 TE1520.The geoid height was determined by GEOID03.
 TE1520
 TE1520.The dynamic height is computed by dividing the NAVD 88
 TE1520.geopotential number by the normal gravity value computed on the
 TE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1520.degrees latitude (g = 980.6199 gals.).
 TE1520
 TE1520.The modeled gravity was interpolated from observed gravity values.
 TE1520
 TE1520;                    North         East    Units  Estimated Accuracy
 TE1520;SPC ND N     -   199,510.      671,580.      MT  (+/- 180 meters Scaled)
 TE1520
 TE1520                          SUPERSEDED SURVEY CONTROL
 TE1520
 TE1520  NGVD 29 (??/??/92)  536.320  (m)         1759.58   (f) ADJ UNCH    2 0
 TE1520
 TE1520.Superseded values are not recommended for survey control.
 TE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1520.See file dsdata.txt to determine how the superseded data were derived.
 TE1520
 TE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV613042(NAD 83)
 TE1520_MARKER: DB = BENCH MARK DISK
 TE1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1520_STAMPING: M-176 1935
 TE1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1520+STABILITY: SURFACE MOTION
 TE1520
 TE1520  HISTORY     - Date     Condition        Report By
 TE1520  HISTORY     - 1935     MONUMENTED       CGS
 TE1520
 TE1520                          STATION DESCRIPTION
 TE1520
 TE1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1520'0.8 MI E FROM GRONNA.
 TE1520'8 MILE EAST OF, ALONG G.N.R.R., FROM RAILWAY WATER TANK.  ALONG AN
 TE1520'EAST-WEST SECTION LINE ROAD.  AT THE TOWNER-ROLETTE COUNTY LINE.  88
 TE1520'FEET SOUTH OF SECTION CORNER COMMON TO SECTION 1 AND 12, T 161 N, R 69
 TE1520'W.  AND 6 AND 7, T 161 N, R 68 W.  65 FEET SOUTH OF FENCE CORNER. 14.3
 TE1520'FEET WEST OF COUNTY LINE.  1 FT. EAST OF PROPERTY LINE FENCE. TABLET
 TE1520'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1485 ***********************************************************************
 TE1485  DESIGNATION -  M 177
 TE1485  PID         -  TE1485
 TE1485  STATE/COUNTY-  ND/ROLETTE
 TE1485  USGS QUAD   -  LAKE UPSILON SE (1968)
 TE1485
 TE1485                         *CURRENT SURVEY CONTROL
 TE1485  ___________________________________________________________________
 TE1485* NAD 83(1986)-  48 51 47.     (N)    099 45 57.     (W)     SCALED    
 TE1485* NAVD 88     -       621.201  (meters)    2038.06   (feet)  ADJUSTED  
 TE1485  ___________________________________________________________________
 TE1485  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 TE1485  DYNAMIC HT  -         621.345 (meters)    2038.53  (feet)  COMP
 TE1485  MODELED GRAV-     980,821.1   (mgal)                       NAVD 88
 TE1485
 TE1485  VERT ORDER  -  SECOND    CLASS 0
 TE1485
 TE1485.The horizontal coordinates were scaled from a topographic map and have
 TE1485.an estimated accuracy of +/- 6 seconds.
 TE1485
 TE1485.The orthometric height was determined by differential leveling
 TE1485.and adjusted by the National Geodetic Survey in June 1991..
 TE1485
 TE1485.The geoid height was determined by GEOID03.
 TE1485
 TE1485.The dynamic height is computed by dividing the NAVD 88
 TE1485.geopotential number by the normal gravity value computed on the
 TE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1485.degrees latitude (g = 980.6199 gals.).
 TE1485
 TE1485.The modeled gravity was interpolated from observed gravity values.
 TE1485
 TE1485;                    North         East    Units  Estimated Accuracy
 TE1485;SPC ND N     -   207,410.      653,870.      MT  (+/- 180 meters Scaled)
 TE1485
 TE1485                          SUPERSEDED SURVEY CONTROL
 TE1485
 TE1485  NGVD 29 (??/??/92)  620.794  (m)         2036.72   (f) ADJ UNCH    2 0
 TE1485
 TE1485.Superseded values are not recommended for survey control.
 TE1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1485.See file dsdata.txt to determine how the superseded data were derived.
 TE1485
 TE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV438125(NAD 83)
 TE1485_MARKER: DB = BENCH MARK DISK
 TE1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1485_STAMPING: M 177 1935
 TE1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1485+STABILITY: SURFACE MOTION
 TE1485
 TE1485  HISTORY     - Date     Condition        Report By
 TE1485  HISTORY     - 1935     MONUMENTED       CGS
 TE1485  HISTORY     - 1940     GOOD             NGS
 TE1485
 TE1485                          STATION DESCRIPTION
 TE1485
 TE1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TE1485'2.3 MI NW FROM TURTLE MOUNTAIN INDIAN SCHOOL.
 TE1485'1.5 MILES NORTH AND 0.8 MILE WEST OF, ALONG INDIAN HIGHWAY, FROM
 TE1485'TURTLE MOUNTAIN INDIAN SCHOOL.  76 FEET NORTHEAST OF INTERSECTION OF
 TE1485'CENTERLINES OF SECTION LINE ROAD BETWEEN SECTIONS 8 AND 17, T 162 N.,
 TE1485'R 70 W., AND THE HIGHWAY, 52 FEET EAST OF THE HIGHWAY CENTERLINE.
 TE1485'STANDARD DISC IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0455 ***********************************************************************
 RP0455  DESIGNATION -  M 18
 RP0455  PID         -  RP0455
 RP0455  STATE/COUNTY-  ND/CASS
 RP0455  USGS QUAD   -  WHEATLAND (1967)
 RP0455
 RP0455                         *CURRENT SURVEY CONTROL
 RP0455  ___________________________________________________________________
 RP0455* NAD 83(1986)-  46 54 28.     (N)    097 20 45.     (W)     SCALED    
 RP0455* NAVD 88     -       302.384  (meters)     992.07   (feet)  ADJUSTED  
 RP0455  ___________________________________________________________________
 RP0455  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0455  DYNAMIC HT  -         302.408 (meters)     992.15  (feet)  COMP
 RP0455  MODELED GRAV-     980,683.0   (mgal)                       NAVD 88
 RP0455
 RP0455  VERT ORDER  -  FIRST     CLASS II
 RP0455
 RP0455.The horizontal coordinates were scaled from a topographic map and have
 RP0455.an estimated accuracy of +/- 6 seconds.
 RP0455
 RP0455.The orthometric height was determined by differential leveling
 RP0455.and adjusted by the National Geodetic Survey in June 1991..
 RP0455
 RP0455.The geoid height was determined by GEOID03.
 RP0455
 RP0455.The dynamic height is computed by dividing the NAVD 88
 RP0455.geopotential number by the normal gravity value computed on the
 RP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0455.degrees latitude (g = 980.6199 gals.).
 RP0455
 RP0455.The modeled gravity was interpolated from observed gravity values.
 RP0455
 RP0455;                    North         East    Units  Estimated Accuracy
 RP0455;SPC ND S     -   142,780.      840,230.      MT  (+/- 180 meters Scaled)
 RP0455
 RP0455                          SUPERSEDED SURVEY CONTROL
 RP0455
 RP0455  NGVD 29 (??/??/92)  302.075  (m)          991.06   (f) ADJ UNCH    1 2
 RP0455
 RP0455.Superseded values are not recommended for survey control.
 RP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0455.See file dsdata.txt to determine how the superseded data were derived.
 RP0455
 RP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS259962(NAD 83)
 RP0455_MARKER: DB = BENCH MARK DISK
 RP0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0455_STAMPING: 991.058 M 18 1931
 RP0455_MARK LOGO: CGS   
 RP0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0455+STABILITY: SURFACE MOTION
 RP0455
 RP0455  HISTORY     - Date     Condition        Report By
 RP0455  HISTORY     - 1931     MONUMENTED       CGS
 RP0455  HISTORY     - 1963     GOOD             NGS
 RP0455  HISTORY     - 1967     GOOD             DOD
 RP0455  HISTORY     - 1982     GOOD             NGS
 RP0455
 RP0455                          STATION DESCRIPTION
 RP0455
 RP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0455'IN WHEATLAND.
 RP0455'AT WHEATLAND, CASS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 1/8 MILE
 RP0455'EAST OF THE STATION, 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RP0455'SECTION HOUSE, AT A ROAD CROSSING, 50 FEET NORTH OF THE NORTH RAIL, 44
 RP0455'FEET EAST OF THE ROAD, 10 FEET WEST OF A DOUBLE SET OF POLES, AND 1
 RP0455'FOOT NORTH OF A ROW OF POLES.  A STANDARD DISK, STAMPED 991.058 M 18
 RP0455'1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 RP0455'GROUND.  NOTE-- NEAR THE SOUTHWEST CORNER OF THE YARD AT RAILROAD
 RP0455'SECTION-HOUSE.
 RP0455
 RP0455                          STATION RECOVERY (1967)
 RP0455
 RP0455'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0455'RECOVERED IN GOOD CONDITION.
 RP0455
 RP0455                          STATION RECOVERY (1982)
 RP0455
 RP0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0455'RECOVERED THIS DATE.  NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 RP0455'ALSO, 0.24 KM (0.15 MI) EAST ALONG A DIRT ROAD FROM THE POST OFFICE IN
 RP0455'WHEATLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0674 ***********************************************************************
 TD0674  DESIGNATION -  M 181 RESET
 TD0674  PID         -  TD0674
 TD0674  STATE/COUNTY-  ND/PEMBINA
 TD0674  USGS QUAD   -  NECHE (1964)
 TD0674
 TD0674                         *CURRENT SURVEY CONTROL
 TD0674  ___________________________________________________________________
 TD0674* NAD 83(1986)-  48 56 56.     (N)    097 33 26.     (W)     SCALED    
 TD0674* NAVD 88     -       252.99   (+/-2cm)     830.0    (feet)  VERTCON   
 TD0674  ___________________________________________________________________
 TD0674  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 TD0674
 TD0674  VERT ORDER  -  THIRD (See Below)
 TD0674
 TD0674.The horizontal coordinates were scaled from a topographic map and have
 TD0674.an estimated accuracy of +/- 6 seconds.
 TD0674
 TD0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0674.The vertical order pertains to the NGVD 29 superseded value.
 TD0674
 TD0674.The geoid height was determined by GEOID03.
 TD0674
 TD0674;                    North         East    Units  Estimated Accuracy
 TD0674;SPC ND N     -   220,810.      815,510.      MT  (+/- 180 meters Scaled)
 TD0674
 TD0674                          SUPERSEDED SURVEY CONTROL
 TD0674
 TD0674  NGVD 29 (11/04/04)  252.60   (m)          828.7    (f) RESET       3  
 TD0674
 TD0674.Superseded values are not recommended for survey control.
 TD0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0674.See file dsdata.txt to determine how the superseded data were derived.
 TD0674
 TD0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV056227(NAD 83)
 TD0674_MARKER: DB = BENCH MARK DISK
 TD0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0674_STAMPING: M 181 RESET 1951
 TD0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0674+STABILITY: SURFACE MOTION
 TD0674
 TD0674  HISTORY     - Date     Condition        Report By
 TD0674  HISTORY     - 1951     MONUMENTED       NDHD
 TD0674
 TD0674                          STATION DESCRIPTION
 TD0674
 TD0674'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 TD0674'2.0 MI S FROM NECHE.
 TD0674'2.0 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE GREAT NORTHERN RAILWAY
 TD0674'STATION AT NECHE, PEMBINA COUNTY, AT THE SOUTHEAST CORNER OF SECTION
 TD0674'12, T. 163 N., R. 54 W., AT A ROAD INTERSECTION, 75 FEET WEST OF THE
 TD0674'CENTERLINE OF THE HIGHWAY, 73 FEET NORTH OF THE CENTERLINE OF THE
 TD0674'ROAD, AND 1 FOOT SOUTHEAST OF A WHITE 4- BY 4-INCH POST.  A STANDARD
 TD0674'DISK, STAMPED M 181 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0280 ***********************************************************************
 TD0280  DESIGNATION -  M 182
 TD0280  PID         -  TD0280
 TD0280  STATE/COUNTY-  ND/PEMBINA
 TD0280  USGS QUAD   -  GLASSTON (1971)
 TD0280
 TD0280                         *CURRENT SURVEY CONTROL
 TD0280  ___________________________________________________________________
 TD0280* NAD 83(1986)-  48 41 18.     (N)    097 26 49.     (W)     SCALED    
 TD0280* NAVD 88     -       254.832  (meters)     836.06   (feet)  ADJUSTED  
 TD0280  ___________________________________________________________________
 TD0280  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 TD0280  DYNAMIC HT  -         254.902 (meters)     836.29  (feet)  COMP
 TD0280  MODELED GRAV-     980,878.0   (mgal)                       NAVD 88
 TD0280
 TD0280  VERT ORDER  -  SECOND    CLASS 0
 TD0280
 TD0280.The horizontal coordinates were scaled from a topographic map and have
 TD0280.an estimated accuracy of +/- 6 seconds.
 TD0280
 TD0280.The orthometric height was determined by differential leveling
 TD0280.and adjusted by the National Geodetic Survey in June 1991..
 TD0280
 TD0280.The geoid height was determined by GEOID03.
 TD0280
 TD0280.The dynamic height is computed by dividing the NAVD 88
 TD0280.geopotential number by the normal gravity value computed on the
 TD0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0280.degrees latitude (g = 980.6199 gals.).
 TD0280
 TD0280.The modeled gravity was interpolated from observed gravity values.
 TD0280
 TD0280;                    North         East    Units  Estimated Accuracy
 TD0280;SPC ND N     -   192,170.      824,730.      MT  (+/- 180 meters Scaled)
 TD0280
 TD0280                          SUPERSEDED SURVEY CONTROL
 TD0280
 TD0280  NGVD 29 (??/??/92)  254.452  (m)          834.81   (f) ADJ UNCH    2 0
 TD0280
 TD0280.Superseded values are not recommended for survey control.
 TD0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0280.See file dsdata.txt to determine how the superseded data were derived.
 TD0280
 TD0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU143939(NAD 83)
 TD0280_MARKER: DB = BENCH MARK DISK
 TD0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0280_STAMPING: M-182 1935
 TD0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0280+STABILITY: SURFACE MOTION
 TD0280
 TD0280  HISTORY     - Date     Condition        Report By
 TD0280  HISTORY     - 1935     MONUMENTED       CGS
 TD0280  HISTORY     - 1971     MARK NOT FOUND   USGS
 TD0280
 TD0280                          STATION DESCRIPTION
 TD0280
 TD0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0280'12.4 MI W FROM BOWESMONT.
 TD0280'12.4 MILES WEST ALONG SECTION ROAD FROM N.P. RR. STATION AT BOWESMONT.
 TD0280'N.E. CORNER OF SEC. 15, T 160 N, R 53 W.  149.5 FEET WEST OF
 TD0280'CENTERLINE OF GREAT NORTHERN RAILWAY.  80.2 FEET NORTH OF ROAD OR U.
 TD0280'S. HWY. NO. 81.  29.8 FEET SOUTH OF CENTERLINE OF EASTWEST ROAD. 6
 TD0280'FEET SOUTH OF NORTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST
 TD0280'CONCRETE POST.
 TD0280
 TD0280                          STATION RECOVERY (1971)
 TD0280
 TD0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TD0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0316 ***********************************************************************
 TD0316  DESIGNATION -  M 183
 TD0316  PID         -  TD0316
 TD0316  STATE/COUNTY-  ND/PEMBINA
 TD0316  USGS QUAD   -  BATHGATE (1971)
 TD0316
 TD0316                         *CURRENT SURVEY CONTROL
 TD0316  ___________________________________________________________________
 TD0316* NAD 83(1986)-  48 56 00.     (N)    097 22 51.     (W)     SCALED    
 TD0316* NAVD 88     -       242.480  (meters)     795.54   (feet)  ADJUSTED  
 TD0316  ___________________________________________________________________
 TD0316  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 TD0316  DYNAMIC HT  -         242.551 (meters)     795.77  (feet)  COMP
 TD0316  MODELED GRAV-     980,898.3   (mgal)                       NAVD 88
 TD0316
 TD0316  VERT ORDER  -  SECOND    CLASS 0
 TD0316
 TD0316.The horizontal coordinates were scaled from a topographic map and have
 TD0316.an estimated accuracy of +/- 6 seconds.
 TD0316
 TD0316.The orthometric height was determined by differential leveling
 TD0316.and adjusted by the National Geodetic Survey in June 1991..
 TD0316
 TD0316.The geoid height was determined by GEOID03.
 TD0316
 TD0316.The dynamic height is computed by dividing the NAVD 88
 TD0316.geopotential number by the normal gravity value computed on the
 TD0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0316.degrees latitude (g = 980.6199 gals.).
 TD0316
 TD0316.The modeled gravity was interpolated from observed gravity values.
 TD0316
 TD0316;                    North         East    Units  Estimated Accuracy
 TD0316;SPC ND N     -   219,590.      828,490.      MT  (+/- 180 meters Scaled)
 TD0316
 TD0316                          SUPERSEDED SURVEY CONTROL
 TD0316
 TD0316  NGVD 29 (??/??/92)  242.080  (m)          794.22   (f) ADJ UNCH    2 0
 TD0316
 TD0316.Superseded values are not recommended for survey control.
 TD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0316.See file dsdata.txt to determine how the superseded data were derived.
 TD0316
 TD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV185213(NAD 83)
 TD0316_MARKER: DB = BENCH MARK DISK
 TD0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0316_STAMPING: M-183 1935
 TD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0316+STABILITY: SURFACE MOTION
 TD0316
 TD0316  HISTORY     - Date     Condition        Report By
 TD0316  HISTORY     - 1935     MONUMENTED       CGS
 TD0316  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0316
 TD0316                          STATION DESCRIPTION
 TD0316
 TD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0316'3.0 MI E FROM HAMILTON.
 TD0316'3.0 MILES EAST ALONG STATE HIGHWAY NO. 5 FROM INTERSECTION OF STATE
 TD0316'HIGHWAY NO. 5 AND G.N. RR. AT HAMILTON, THENCE 9 MILES NORTH ALONG
 TD0316'SECTION ROAD.  N. E. CORNER SEC. 20, T 163 N, R 52 W.  1.1 MILES NORTH
 TD0316'OF CARTER SCHOOL.  145 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD. 110
 TD0316'FEET SOUTH OF NORTHEAST CORNER OF FENCE.  23.5 FEET WEST OF CENTERLINE
 TD0316'OF NORTH-SOUTH ROAD.  1.5 FT. EAST OF FENCE LINE. TABLET SET IN
 TD0316'PRECAST CONCRETE POST.
 TD0316
 TD0316                          STATION RECOVERY (1970)
 TD0316
 TD0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0679 ***********************************************************************
 TD0679  DESIGNATION -  M 184
 TD0679  PID         -  TD0679
 TD0679  STATE/COUNTY-  ND/PEMBINA
 TD0679  USGS QUAD   -  LEROY (1979)
 TD0679
 TD0679                         *CURRENT SURVEY CONTROL
 TD0679  ___________________________________________________________________
 TD0679* NAD 83(1986)-  48 53 24.     (N)    097 45 09.     (W)     SCALED    
 TD0679* NAVD 88     -       277.820  (meters)     911.48   (feet)  ADJUSTED  
 TD0679  ___________________________________________________________________
 TD0679  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 TD0679  DYNAMIC HT  -         277.899 (meters)     911.74  (feet)  COMP
 TD0679  MODELED GRAV-     980,887.3   (mgal)                       NAVD 88
 TD0679
 TD0679  VERT ORDER  -  SECOND    CLASS 0
 TD0679
 TD0679.The horizontal coordinates were scaled from a topographic map and have
 TD0679.an estimated accuracy of +/- 6 seconds.
 TD0679
 TD0679.The orthometric height was determined by differential leveling
 TD0679.and adjusted by the National Geodetic Survey in June 1991..
 TD0679
 TD0679.The geoid height was determined by GEOID03.
 TD0679
 TD0679.The dynamic height is computed by dividing the NAVD 88
 TD0679.geopotential number by the normal gravity value computed on the
 TD0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0679.degrees latitude (g = 980.6199 gals.).
 TD0679
 TD0679.The modeled gravity was interpolated from observed gravity values.
 TD0679
 TD0679;                    North         East    Units  Estimated Accuracy
 TD0679;SPC ND N     -   213,740.      801,450.      MT  (+/- 180 meters Scaled)
 TD0679
 TD0679                          SUPERSEDED SURVEY CONTROL
 TD0679
 TD0679  NGVD 29 (??/??/92)  277.434  (m)          910.21   (f) ADJ UNCH    2 0
 TD0679
 TD0679.Superseded values are not recommended for survey control.
 TD0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0679.See file dsdata.txt to determine how the superseded data were derived.
 TD0679
 TD0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV914159(NAD 83)
 TD0679_MARKER: DB = BENCH MARK DISK
 TD0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0679_STAMPING: M-184 1935
 TD0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0679+STABILITY: SURFACE MOTION
 TD0679
 TD0679  HISTORY     - Date     Condition        Report By
 TD0679  HISTORY     - 1935     MONUMENTED       CGS
 TD0679  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0679
 TD0679                          STATION DESCRIPTION
 TD0679
 TD0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0679'3.0 MI S FROM LEROY.
 TD0679'3.0 MILES SOUTH ALONG SECTION ROAD FROM STEEL HIGHWAY BRIDGE OVER
 TD0679'PEMBINA RIVER ABOUT .8 MILES NORTH OF LEROY N. W. CORNER OF SEC. 3, T
 TD0679'162 N, R 55 W.  575 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  37.5
 TD0679'FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD.  1.5 FT. WEST OF FENCE
 TD0679'LINE.  TABLET SET IN PRECAST CONCRETE POST.
 TD0679
 TD0679                          STATION RECOVERY (1964)
 TD0679
 TD0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0044 ***********************************************************************
 TE0044  DESIGNATION -  M 188
 TE0044  PID         -  TE0044
 TE0044  STATE/COUNTY-  ND/CAVALIER
 TE0044  USGS QUAD   -  OLGA (1972)
 TE0044
 TE0044                         *CURRENT SURVEY CONTROL
 TE0044  ___________________________________________________________________
 TE0044* NAD 83(1986)-  48 51 45.     (N)    098 02 15.     (W)     SCALED    
 TE0044* NAVD 88     -       443.551  (meters)    1455.22   (feet)  ADJUSTED  
 TE0044  ___________________________________________________________________
 TE0044  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 TE0044  DYNAMIC HT  -         443.662 (meters)    1455.58  (feet)  COMP
 TE0044  MODELED GRAV-     980,847.6   (mgal)                       NAVD 88
 TE0044
 TE0044  VERT ORDER  -  SECOND    CLASS 0
 TE0044
 TE0044.The horizontal coordinates were scaled from a topographic map and have
 TE0044.an estimated accuracy of +/- 6 seconds.
 TE0044
 TE0044.The orthometric height was determined by differential leveling
 TE0044.and adjusted by the National Geodetic Survey in June 1991..
 TE0044
 TE0044.The geoid height was determined by GEOID03.
 TE0044
 TE0044.The dynamic height is computed by dividing the NAVD 88
 TE0044.geopotential number by the normal gravity value computed on the
 TE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0044.degrees latitude (g = 980.6199 gals.).
 TE0044
 TE0044.The modeled gravity was interpolated from observed gravity values.
 TE0044
 TE0044;                    North         East    Units  Estimated Accuracy
 TE0044;SPC ND N     -   209,980.      780,660.      MT  (+/- 180 meters Scaled)
 TE0044
 TE0044                          SUPERSEDED SURVEY CONTROL
 TE0044
 TE0044  NGVD 29 (??/??/92)  443.151  (m)         1453.90   (f) ADJ UNCH    2 0
 TE0044
 TE0044.Superseded values are not recommended for survey control.
 TE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0044.See file dsdata.txt to determine how the superseded data were derived.
 TE0044
 TE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV705126(NAD 83)
 TE0044_MARKER: DB = BENCH MARK DISK
 TE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0044_STAMPING: M 188 1935
 TE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0044+STABILITY: SURFACE MOTION
 TE0044
 TE0044  HISTORY     - Date     Condition        Report By
 TE0044  HISTORY     - 1935     MONUMENTED       CGS
 TE0044  HISTORY     - 1964     GOOD             NGS
 TE0044
 TE0044                          STATION DESCRIPTION
 TE0044
 TE0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0044'7.0 MI SE FROM VANG.
 TE0044'7 MILES SOUTHEAST OF VANG, CAVALIER COUNTY.  THIS BENCH MARK MAY BE
 TE0044'REACHED FROM THE PUBLIC SCHOOL BY GOING 2.0 MILES SOUTH, 3.0 MILES
 TE0044'EAST, 1.0 MILE SOUTH AND 1.0 MILE EAST ALONG SECTION-LINE ROADS.  IT
 TE0044'IS 1.0 MILE EAST OF THE OLGA DISTRICT NO. 1 SCHOOL, AT THE SOUTHWEST
 TE0044'CORNER OF SECTION 9, T. 162 N., R. 57 W., 56.7 FEET SOUTHEAST OF THE
 TE0044'CORNER OF SECTIONS 8,9, 16 AND 17, T. 162 N., R. 57 W., 22.5 FEET EAST
 TE0044'OF THE SECTIONLINE COMMON TO SECTION 8 AND 9, T. 162 N., R. 57 W., AND
 TE0044'36 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD
 TE0044'DISK, STAMPED M 188 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0885 ***********************************************************************
 TE0885  DESIGNATION -  M 189
 TE0885  PID         -  TE0885
 TE0885  STATE/COUNTY-  ND/CAVALIER
 TE0885  USGS QUAD   -  WALES (1970)
 TE0885
 TE0885                         *CURRENT SURVEY CONTROL
 TE0885  ___________________________________________________________________
 TE0885* NAD 83(1986)-  48 53 31.     (N)    098 33 44.     (W)     SCALED    
 TE0885* NAVD 88     -       480.624  (meters)    1576.85   (feet)  ADJUSTED  
 TE0885  ___________________________________________________________________
 TE0885  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 TE0885  DYNAMIC HT  -         480.740 (meters)    1577.23  (feet)  COMP
 TE0885  MODELED GRAV-     980,836.2   (mgal)                       NAVD 88
 TE0885
 TE0885  VERT ORDER  -  SECOND    CLASS 0
 TE0885
 TE0885.The horizontal coordinates were scaled from a topographic map and have
 TE0885.an estimated accuracy of +/- 6 seconds.
 TE0885
 TE0885.The orthometric height was determined by differential leveling
 TE0885.and adjusted by the National Geodetic Survey in June 1991..
 TE0885
 TE0885.The geoid height was determined by GEOID03.
 TE0885
 TE0885.The dynamic height is computed by dividing the NAVD 88
 TE0885.geopotential number by the normal gravity value computed on the
 TE0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0885.degrees latitude (g = 980.6199 gals.).
 TE0885
 TE0885.The modeled gravity was interpolated from observed gravity values.
 TE0885
 TE0885;                    North         East    Units  Estimated Accuracy
 TE0885;SPC ND N     -   212,150.      742,090.      MT  (+/- 180 meters Scaled)
 TE0885
 TE0885                          SUPERSEDED SURVEY CONTROL
 TE0885
 TE0885  NGVD 29 (??/??/92)  480.248  (m)         1575.61   (f) ADJ UNCH    2 0
 TE0885
 TE0885.Superseded values are not recommended for survey control.
 TE0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0885.See file dsdata.txt to determine how the superseded data were derived.
 TE0885
 TE0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV320155(NAD 83)
 TE0885_MARKER: DB = BENCH MARK DISK
 TE0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0885_STAMPING: M 189 1935
 TE0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0885+STABILITY: SURFACE MOTION
 TE0885
 TE0885  HISTORY     - Date     Condition        Report By
 TE0885  HISTORY     - 1935     MONUMENTED       CGS
 TE0885  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0885
 TE0885                          STATION DESCRIPTION
 TE0885
 TE0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0885'2.3 MI E FROM WALES.
 TE0885'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0885'WALES, CAVALIER COUNTY, 2.0 MILES EAST ALONG ANOTHER SECTION-LINE
 TE0885'ROAD.  0.1 MILE EAST OF A ROAD INTERSECTION, AT THE SOUTHWEST CORNER
 TE0885'OF SECTION 33, T. 163 N., R. 61 W., 80 FEET SOUTHWEST OF THE SOUTHWEST
 TE0885'CORNER OF THE C.S. LAIDLAW FARMHOUSE, 42 FEET NORTH OF THE CENTERLINE
 TE0885'OF THE EAST-AND-WEST ROAD, AND 5.4 FEET NORTH OF THE SOUTHWEST CORNER
 TE0885'OF THE YARD FENCE.  A STANDARD DISK, STAMPED M 189 1935 AND SET IN THE
 TE0885'TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0170 ***********************************************************************
 RS0170  DESIGNATION -  M 19
 RS0170  PID         -  RS0170
 RS0170  STATE/COUNTY-  ND/BOWMAN
 RS0170  USGS QUAD   -  BOWMAN (1968)
 RS0170
 RS0170                         *CURRENT SURVEY CONTROL
 RS0170  ___________________________________________________________________
 RS0170* NAD 83(1986)-  46 10 37.     (N)    103 24 40.     (W)     SCALED    
 RS0170* NAVD 88     -       903.555  (meters)    2964.41   (feet)  ADJUSTED  
 RS0170  ___________________________________________________________________
 RS0170  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 RS0170  DYNAMIC HT  -         903.472 (meters)    2964.14  (feet)  COMP
 RS0170  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 RS0170
 RS0170  VERT ORDER  -  FIRST     CLASS II
 RS0170
 RS0170.The horizontal coordinates were scaled from a topographic map and have
 RS0170.an estimated accuracy of +/- 6 seconds.
 RS0170
 RS0170.The orthometric height was determined by differential leveling
 RS0170.and adjusted by the National Geodetic Survey in June 1991..
 RS0170
 RS0170.The geoid height was determined by GEOID03.
 RS0170
 RS0170.The dynamic height is computed by dividing the NAVD 88
 RS0170.geopotential number by the normal gravity value computed on the
 RS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0170.degrees latitude (g = 980.6199 gals.).
 RS0170
 RS0170.The modeled gravity was interpolated from observed gravity values.
 RS0170
 RS0170;                    North         East    Units  Estimated Accuracy
 RS0170;SPC ND S     -    60,890.      375,270.      MT  (+/- 180 meters Scaled)
 RS0170
 RS0170                          SUPERSEDED SURVEY CONTROL
 RS0170
 RS0170  NGVD 29 (??/??/92)  903.053  (m)         2962.77   (f) ADJ UNCH    1 2
 RS0170
 RS0170.Superseded values are not recommended for survey control.
 RS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0170.See file dsdata.txt to determine how the superseded data were derived.
 RS0170
 RS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM226149(NAD 83)
 RS0170_MARKER: DB = BENCH MARK DISK
 RS0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0170_STAMPING: M-19 1934
 RS0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0170+STABILITY: SURFACE MOTION
 RS0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0170+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2003
 RS0170
 RS0170  HISTORY     - Date     Condition        Report By
 RS0170  HISTORY     - 1934     MONUMENTED       CGS
 RS0170  HISTORY     - 1966     GOOD             NGS
 RS0170  HISTORY     - 20030121 GOOD             NDDT
 RS0170
 RS0170                          STATION DESCRIPTION
 RS0170
 RS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0170'1.0 MI S FROM BOWMAN.
 RS0170'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM BOWMAN, BOWMAN COUNTY,
 RS0170'AT THE JUNCTION WITH U.S. HIGHWAY 12, ABOUT 77 YARDS NORTHWEST OF THE
 RS0170'CENTER LINE OF U.S. HIGHWAY 85, AT THE SOUTHEAST CORNER OF THE
 RS0170'CEMETERY, AND 39 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 12. A
 RS0170'STANDARD DISK, STAMPED M 19 1934 AND SET IN THE TOP OF A CONCRETE
 RS0170'POST.
 RS0170
 RS0170                          STATION RECOVERY (1966)
 RS0170
 RS0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RS0170'RECOVERED IN GOOD CONDITION.
 RS0170
 RS0170                          STATION RECOVERY (2003)
 RS0170
 RS0170'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (GAK)
 RS0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1034 ***********************************************************************
 TE1034  DESIGNATION -  M 190
 TE1034  PID         -  TE1034
 TE1034  STATE/COUNTY-  ND/CAVALIER
 TE1034  USGS QUAD   -  SARLES SE (1970)
 TE1034
 TE1034                         *CURRENT SURVEY CONTROL
 TE1034  ___________________________________________________________________
 TE1034* NAD 83(1986)-  48 48 17.     (N)    098 47 09.     (W)     SCALED    
 TE1034* NAVD 88     -       482.192  (meters)    1581.99   (feet)  ADJUSTED  
 TE1034  ___________________________________________________________________
 TE1034  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 TE1034  DYNAMIC HT  -         482.301 (meters)    1582.35  (feet)  COMP
 TE1034  MODELED GRAV-     980,819.9   (mgal)                       NAVD 88
 TE1034
 TE1034  VERT ORDER  -  SECOND    CLASS 0
 TE1034
 TE1034.The horizontal coordinates were scaled from a topographic map and have
 TE1034.an estimated accuracy of +/- 6 seconds.
 TE1034
 TE1034.The orthometric height was determined by differential leveling
 TE1034.and adjusted by the National Geodetic Survey in June 1991..
 TE1034
 TE1034.The geoid height was determined by GEOID03.
 TE1034
 TE1034.The dynamic height is computed by dividing the NAVD 88
 TE1034.geopotential number by the normal gravity value computed on the
 TE1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1034.degrees latitude (g = 980.6199 gals.).
 TE1034
 TE1034.The modeled gravity was interpolated from observed gravity values.
 TE1034
 TE1034;                    North         East    Units  Estimated Accuracy
 TE1034;SPC ND N     -   202,060.      725,910.      MT  (+/- 180 meters Scaled)
 TE1034
 TE1034                          SUPERSEDED SURVEY CONTROL
 TE1034
 TE1034  NGVD 29 (??/??/92)  481.789  (m)         1580.67   (f) ADJ UNCH    2 0
 TE1034
 TE1034.Superseded values are not recommended for survey control.
 TE1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1034.See file dsdata.txt to determine how the superseded data were derived.
 TE1034
 TE1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV157057(NAD 83)
 TE1034_MARKER: DB = BENCH MARK DISK
 TE1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1034_STAMPING: M 190 1935
 TE1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1034+STABILITY: SURFACE MOTION
 TE1034
 TE1034  HISTORY     - Date     Condition        Report By
 TE1034  HISTORY     - 1935     MONUMENTED       CGS
 TE1034
 TE1034                          STATION DESCRIPTION
 TE1034
 TE1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1034'0.8 MI SE FROM CLYDE.
 TE1034'0.8 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1034'AT CLYDE, CAVALIER COUNTY, 5.0 MILES EAST ALONG STATE HIGHWAY 5, AND
 TE1034'3.2 MILES NORTH ALONG A SECTION-LINE ROAD.  0.2 MILE WEST OF A ROAD
 TE1034'INTERSECTION, AT THE NORTHEAST CORNER OF SECTION 3, T. 161 N., R. 63
 TE1034'W., 230 FEET NORTH OF AN ABANDONED FARMHOUSE, AT THE EAST END OF A
 TE1034'GROVE OF TREES, 32.5 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST
 TE1034'ROAD, AND 1.4 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED M 190
 TE1034'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1395 ***********************************************************************
 TE1395  DESIGNATION -  M 191
 TE1395  PID         -  TE1395
 TE1395  STATE/COUNTY-  ND/BENSON
 TE1395  USGS QUAD   -  FILLMORE (1958)
 TE1395
 TE1395                         *CURRENT SURVEY CONTROL
 TE1395  ___________________________________________________________________
 TE1395* NAD 83(1986)-  48 10 51.     (N)    099 45 58.     (W)     SCALED    
 TE1395* NAVD 88     -       470.002  (meters)    1542.00   (feet)  ADJUSTED  
 TE1395  ___________________________________________________________________
 TE1395  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 TE1395  DYNAMIC HT  -         470.089 (meters)    1542.28  (feet)  COMP
 TE1395  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 TE1395
 TE1395  VERT ORDER  -  SECOND    CLASS 0
 TE1395
 TE1395.The horizontal coordinates were scaled from a topographic map and have
 TE1395.an estimated accuracy of +/- 6 seconds.
 TE1395
 TE1395.The orthometric height was determined by differential leveling
 TE1395.and adjusted by the National Geodetic Survey in June 1991..
 TE1395
 TE1395.The geoid height was determined by GEOID03.
 TE1395
 TE1395.The dynamic height is computed by dividing the NAVD 88
 TE1395.geopotential number by the normal gravity value computed on the
 TE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1395.degrees latitude (g = 980.6199 gals.).
 TE1395
 TE1395.The modeled gravity was interpolated from observed gravity values.
 TE1395
 TE1395;                    North         East    Units  Estimated Accuracy
 TE1395;SPC ND N     -   131,550.      654,570.      MT  (+/- 180 meters Scaled)
 TE1395
 TE1395                          SUPERSEDED SURVEY CONTROL
 TE1395
 TE1395  NGVD 29 (??/??/92)  469.645  (m)         1540.83   (f) ADJ UNCH    2 0
 TE1395
 TE1395.Superseded values are not recommended for survey control.
 TE1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1395.See file dsdata.txt to determine how the superseded data were derived.
 TE1395
 TE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU430366(NAD 83)
 TE1395_MARKER: DB = BENCH MARK DISK
 TE1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1395_STAMPING: M 191 1935
 TE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1395+STABILITY: SURFACE MOTION
 TE1395
 TE1395  HISTORY     - Date     Condition        Report By
 TE1395  HISTORY     - 1935     MONUMENTED       CGS
 TE1395  HISTORY     - 1956     MARK NOT FOUND   NGS
 TE1395
 TE1395                          STATION DESCRIPTION
 TE1395
 TE1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1395'1.6 MI E FROM FILLMORE.
 TE1395'1.6 MILES EAST ALONG A COUNTY ROAD FROM THE SOO LINE RAILROAD STATION
 TE1395'AT FILLMORE, BENSON COUNTY, AT THE SOUTHWEST CORNER OF SECTION 2, T
 TE1395'154 N, R 71 W, 0.2 MILE WEST OF A WOODEN RAILROAD TRESTLE, 150 FEET
 TE1395'NORTH OF THE CENTERLINE OF THE SOO LINE RAILROAD, AT THE JUNCTION OF A
 TE1395'NORTH-AND-SOUTH ROAD, 64 FEET NORTH OF THE CENTERLINE OF THE
 TE1395'EAST-AND-WEST ROAD, 16 FEET EAST OF THE CENTERLINE OF THE
 TE1395'NORTH-AND-SOUTH ROAD, 25.6 FEET NORTH OF THE SOUTHWEST CORNER OF A
 TE1395'FIELD, AND 1.7 FEET EAST OF THE NORTH-AND-SOUTH BARBED-WIRE FENCE.  A
 TE1395'STANDARD DISK, STAMPED M 191 1935 AND SET IN THE TOP OF A CONCRETE
 TE1395'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1428 ***********************************************************************
 TE1428  DESIGNATION -  M 192
 TE1428  PID         -  TE1428
 TE1428  STATE/COUNTY-  ND/BENSON
 TE1428  USGS QUAD   -  ESMOND (1958)
 TE1428
 TE1428                         *CURRENT SURVEY CONTROL
 TE1428  ___________________________________________________________________
 TE1428* NAD 83(1986)-  48 03 54.     (N)    099 48 18.     (W)     SCALED    
 TE1428* NAVD 88     -       481.086  (meters)    1578.36   (feet)  ADJUSTED  
 TE1428  ___________________________________________________________________
 TE1428  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 TE1428  DYNAMIC HT  -         481.171 (meters)    1578.64  (feet)  COMP
 TE1428  MODELED GRAV-     980,773.7   (mgal)                       NAVD 88
 TE1428
 TE1428  VERT ORDER  -  SECOND    CLASS 0
 TE1428
 TE1428.The horizontal coordinates were scaled from a topographic map and have
 TE1428.an estimated accuracy of +/- 6 seconds.
 TE1428
 TE1428.The orthometric height was determined by differential leveling
 TE1428.and adjusted by the National Geodetic Survey in June 1991..
 TE1428
 TE1428.The geoid height was determined by GEOID03.
 TE1428
 TE1428.The dynamic height is computed by dividing the NAVD 88
 TE1428.geopotential number by the normal gravity value computed on the
 TE1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1428.degrees latitude (g = 980.6199 gals.).
 TE1428
 TE1428.The modeled gravity was interpolated from observed gravity values.
 TE1428
 TE1428;                    North         East    Units  Estimated Accuracy
 TE1428;SPC ND N     -   118,640.      651,800.      MT  (+/- 180 meters Scaled)
 TE1428
 TE1428                          SUPERSEDED SURVEY CONTROL
 TE1428
 TE1428  NGVD 29 (??/??/92)  480.724  (m)         1577.18   (f) ADJ UNCH    2 0
 TE1428
 TE1428.Superseded values are not recommended for survey control.
 TE1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1428.See file dsdata.txt to determine how the superseded data were derived.
 TE1428
 TE1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU400238(NAD 83)
 TE1428_MARKER: DB = BENCH MARK DISK
 TE1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1428_STAMPING: M 192 1935
 TE1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1428+STABILITY: SURFACE MOTION
 TE1428
 TE1428  HISTORY     - Date     Condition        Report By
 TE1428  HISTORY     - 1935     MONUMENTED       CGS
 TE1428  HISTORY     - 1956     MARK NOT FOUND   NGS
 TE1428
 TE1428                          STATION DESCRIPTION
 TE1428
 TE1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1428'8.1 MI S FROM FILLMORE.
 TE1428'8.1 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TE1428'STATION AT FILLMORE, BENSON COUNTY, 0.3 MILE NORTH OF THE MATT SCHWAB
 TE1428'FARMHOUSE, AT THE NORTHEAST CORNER OF SECTION 20, T 153 N, R 71 W, AT
 TE1428'A ROAD INTERSECTION, 54 FEET SOUTHWEST OF THE CENTER OF THE
 TE1428'INTERSECTION, 27 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE1428'ROAD, AND 11.2 FEET WEST OF THE NORTHEAST CORNER OF THE SECTION.  A
 TE1428'STANDARD DISK, STAMPED M 192 1935 AND SET IN THE TOP OF A CONCRETE
 TE1428'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1444 ***********************************************************************
 TE1444  DESIGNATION -  M 194
 TE1444  PID         -  TE1444
 TE1444  STATE/COUNTY-  ND/PIERCE
 TE1444  USGS QUAD   -  ESMOND (1958)
 TE1444
 TE1444                         *CURRENT SURVEY CONTROL
 TE1444  ___________________________________________________________________
 TE1444* NAD 83(1986)-  48 02 08.     (N)    099 50 54.     (W)     SCALED    
 TE1444* NAVD 88     -       483.351  (meters)    1585.79   (feet)  ADJUSTED  
 TE1444  ___________________________________________________________________
 TE1444  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TE1444  DYNAMIC HT  -         483.433 (meters)    1586.06  (feet)  COMP
 TE1444  MODELED GRAV-     980,764.4   (mgal)                       NAVD 88
 TE1444
 TE1444  VERT ORDER  -  SECOND    CLASS 0
 TE1444
 TE1444.The horizontal coordinates were scaled from a topographic map and have
 TE1444.an estimated accuracy of +/- 6 seconds.
 TE1444
 TE1444.The orthometric height was determined by differential leveling
 TE1444.and adjusted by the National Geodetic Survey in June 1991..
 TE1444
 TE1444.The geoid height was determined by GEOID03.
 TE1444
 TE1444.The dynamic height is computed by dividing the NAVD 88
 TE1444.geopotential number by the normal gravity value computed on the
 TE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1444.degrees latitude (g = 980.6199 gals.).
 TE1444
 TE1444.The modeled gravity was interpolated from observed gravity values.
 TE1444
 TE1444;                    North         East    Units  Estimated Accuracy
 TE1444;SPC ND N     -   115,340.      648,590.      MT  (+/- 180 meters Scaled)
 TE1444
 TE1444                          SUPERSEDED SURVEY CONTROL
 TE1444
 TE1444  NGVD 29 (??/??/92)  482.988  (m)         1584.60   (f) ADJ UNCH    2 0
 TE1444
 TE1444.Superseded values are not recommended for survey control.
 TE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1444.See file dsdata.txt to determine how the superseded data were derived.
 TE1444
 TE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU367206(NAD 83)
 TE1444_MARKER: DB = BENCH MARK DISK
 TE1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1444_STAMPING: M-194 1935
 TE1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1444+STABILITY: SURFACE MOTION
 TE1444
 TE1444  HISTORY     - Date     Condition        Report By
 TE1444  HISTORY     - 1935     MONUMENTED       CGS
 TE1444
 TE1444                          STATION DESCRIPTION
 TE1444
 TE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1444'12.2 MI SW FROM FILLMORE.
 TE1444'2.1 MILES WEST OF VICINITY OF 10.1 MILES SOUTH OF FILLMORE ALONG ST.
 TE1444'HWY. NO. 19 R 71 W, AND 72 W, T 153 N., N.E. CORNER OF SECTION 36. 48
 TE1444'FEET SOUTHWEST OF CENTERLINE OF INTERSECTION OF ST. HWY. NO. 19 AND
 TE1444'CROSS ROAD.  35 FEET WEST OF CENTERLINE OF CROSS ROAD.  34 FEET SOUTH
 TE1444'OF CENTERLINE OF ST. HWY. NO. 19.  19 FEET WEST OF WEST END OF
 TE1444'CONCRETE BOX CULVERT.  7 FEET WEST OF NORTHEAST CORNER OF PASTURE
 TE1444'FENCE.  0.9 FEET NORTH OF EAST-WEST WOVEN WIRE FENCE.  TABLET SET IN
 TE1444'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1445 ***********************************************************************
 TE1445  DESIGNATION -  M 194 RESET
 TE1445  PID         -  TE1445
 TE1445  STATE/COUNTY-  ND/PIERCE
 TE1445  USGS QUAD   -  ESMOND (1958)
 TE1445
 TE1445                         *CURRENT SURVEY CONTROL
 TE1445  ___________________________________________________________________
 TE1445* NAD 83(1986)-  48 02 08.     (N)    099 50 54.     (W)     SCALED    
 TE1445* NAVD 88     -       483.40   (+/-2cm)    1586.0    (feet)  VERTCON   
 TE1445  ___________________________________________________________________
 TE1445  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 TE1445
 TE1445  VERT ORDER  -  THIRD (See Below)
 TE1445
 TE1445.The horizontal coordinates were scaled from a topographic map and have
 TE1445.an estimated accuracy of +/- 6 seconds.
 TE1445
 TE1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1445.The vertical order pertains to the NGVD 29 superseded value.
 TE1445
 TE1445.The geoid height was determined by GEOID03.
 TE1445
 TE1445;                    North         East    Units  Estimated Accuracy
 TE1445;SPC ND N     -   115,340.      648,590.      MT  (+/- 180 meters Scaled)
 TE1445
 TE1445                          SUPERSEDED SURVEY CONTROL
 TE1445
 TE1445  NGVD 29 (11/04/04)  483.04   (m)         1584.8    (f) RESET       3  
 TE1445
 TE1445.Superseded values are not recommended for survey control.
 TE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1445.See file dsdata.txt to determine how the superseded data were derived.
 TE1445
 TE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU367206(NAD 83)
 TE1445_MARKER: DB = BENCH MARK DISK
 TE1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1445_STAMPING: M 194 RESET 1955
 TE1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1445+STABILITY: SURFACE MOTION
 TE1445
 TE1445  HISTORY     - Date     Condition        Report By
 TE1445  HISTORY     - 1955     MONUMENTED       CGS
 TE1445  HISTORY     - 1955     GOOD             NGS
 TE1445  HISTORY     - 1956     GOOD             NGS
 TE1445
 TE1445                          STATION DESCRIPTION
 TE1445
 TE1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 TE1445'2 MI W FROM ESMOND.
 TE1445'IN PIERCE COUNTY, 2 MILES WEST ALONG STATE HIGHWAY 19 FROM ESMOND,
 TE1445'BENSON COUNTY, AT THE NORTHEAST CORNER OF SECTION 36, T 153 N, R 72 W,
 TE1445'110 FEET SOUTH OF THE HIGHWAY, 102.85 FEET WEST OF THE SECTION LINE,
 TE1445'1.8 FEET NORTH OF A FENCE, 65.6 FEET WEST OF A FENCE CORNER POST, AND
 TE1445'1.65 FEET WEST OF A WHITE STATE HIGHWAY DEPARTMENT SECTION-LINE
 TE1445'REFERENCE POST.  A STANDARD DISK, ERRONEOUSLY STAMPED N 194 RESET 1955
 TE1445'AND SET IN THE TOP OF A CONCRETE POST.
 TE1445
 TE1445                          STATION RECOVERY (1956)
 TE1445
 TE1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 TE1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1234 ***********************************************************************
 TE1234  DESIGNATION -  M 2
 TE1234  PID         -  TE1234
 TE1234  STATE/COUNTY-  ND/BENSON
 TE1234  USGS QUAD   -  NILES (1971)
 TE1234
 TE1234                         *CURRENT SURVEY CONTROL
 TE1234  ___________________________________________________________________
 TE1234* NAD 83(1986)-  48 16 39.     (N)    099 15 23.     (W)     SCALED    
 TE1234* NAVD 88     -       449.947  (meters)    1476.20   (feet)  ADJUSTED  
 TE1234  ___________________________________________________________________
 TE1234  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 TE1234  DYNAMIC HT  -         450.029 (meters)    1476.47  (feet)  COMP
 TE1234  MODELED GRAV-     980,777.8   (mgal)                       NAVD 88
 TE1234
 TE1234  VERT ORDER  -  FIRST     CLASS II
 TE1234
 TE1234.The horizontal coordinates were scaled from a topographic map and have
 TE1234.an estimated accuracy of +/- 6 seconds.
 TE1234
 TE1234.The orthometric height was determined by differential leveling
 TE1234.and adjusted by the National Geodetic Survey in June 1991..
 TE1234
 TE1234.The geoid height was determined by GEOID03.
 TE1234
 TE1234.The dynamic height is computed by dividing the NAVD 88
 TE1234.geopotential number by the normal gravity value computed on the
 TE1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1234.degrees latitude (g = 980.6199 gals.).
 TE1234
 TE1234.The modeled gravity was interpolated from observed gravity values.
 TE1234
 TE1234;                    North         East    Units  Estimated Accuracy
 TE1234;SPC ND N     -   142,780.      692,300.      MT  (+/- 180 meters Scaled)
 TE1234
 TE1234                          SUPERSEDED SURVEY CONTROL
 TE1234
 TE1234  NGVD 29 (??/??/92)  449.61   (m)         1475.1    (f) COMPUTED    1 2
 TE1234
 TE1234.Superseded values are not recommended for survey control.
 TE1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1234.See file dsdata.txt to determine how the superseded data were derived.
 TE1234
 TE1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU809471(NAD 83)
 TE1234_MARKER: P = PIPE CAP
 TE1234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE1234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE1234_STAMPING: ELEV. 1475.095 FT M 2
 TE1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1234
 TE1234  HISTORY     - Date     Condition        Report By
 TE1234  HISTORY     - UNK      MONUMENTED       CGS
 TE1234  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE1234
 TE1234                          STATION DESCRIPTION
 TE1234
 TE1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1234'2.5 MI W FROM CHURCHES FERRY.
 TE1234'IN BENSON COUNTY, 2.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM
 TE1234'CHURCHES FERRY, RAMSEY COUNTY, 0.8 MILE SOUTHWEST OF A LARGE BRICK
 TE1234'FARMHOUSE, 423 FEET WEST OF MILEPOST 107, 12 FEET WEST OF THE CENTER
 TE1234'OF THE GATE AT A LITTLE-USED FARM-ROAD CROSSING, 100 FEET SOUTH OF THE
 TE1234'CENTERLINE OF THE TRACK AT THE POINT WHERE AN EAST-AND-WEST ROAD MAKES
 TE1234'A TURN TO THE SOUTH, AND NEAR A FENCE CORNER. A STANDARD CAP, STAMPED
 TE1234'ELEV. 1475.095 FT M 2 AND SCREWED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 TE1234'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1624 ***********************************************************************
 TF1624  DESIGNATION -  M 2 B 1
 TF1624  PID         -  TF1624
 TF1624  STATE/COUNTY-  ND/RENVILLE
 TF1624  USGS QUAD   -  TOLLEY (1980)
 TF1624
 TF1624                         *CURRENT SURVEY CONTROL
 TF1624  ___________________________________________________________________
 TF1624* NAD 83(1986)-  48 44 45.     (N)    101 49 56.     (W)     SCALED    
 TF1624* NAVD 88     -       561.431  (meters)    1841.96   (feet)  ADJUSTED  
 TF1624  ___________________________________________________________________
 TF1624  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 TF1624  DYNAMIC HT  -         561.555 (meters)    1842.37  (feet)  COMP
 TF1624  MODELED GRAV-     980,812.7   (mgal)                       NAVD 88
 TF1624
 TF1624  VERT ORDER  -  SECOND    CLASS 0
 TF1624
 TF1624.The horizontal coordinates were scaled from a topographic map and have
 TF1624.an estimated accuracy of +/- 6 seconds.
 TF1624
 TF1624.The orthometric height was determined by differential leveling
 TF1624.and adjusted by the National Geodetic Survey in June 1991..
 TF1624
 TF1624.The geoid height was determined by GEOID03.
 TF1624
 TF1624.The dynamic height is computed by dividing the NAVD 88
 TF1624.geopotential number by the normal gravity value computed on the
 TF1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1624.degrees latitude (g = 980.6199 gals.).
 TF1624
 TF1624.The modeled gravity was interpolated from observed gravity values.
 TF1624
 TF1624;                    North         East    Units  Estimated Accuracy
 TF1624;SPC ND N     -   194,960.      502,030.      MT  (+/- 180 meters Scaled)
 TF1624
 TF1624                          SUPERSEDED SURVEY CONTROL
 TF1624
 TF1624  NGVD 29 (??/??/92)  561.05   (m)         1840.7    (f) COMPUTED    2 0
 TF1624
 TF1624.Superseded values are not recommended for survey control.
 TF1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1624.See file dsdata.txt to determine how the superseded data were derived.
 TF1624
 TF1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV918030(NAD 83)
 TF1624_MARKER: DD = SURVEY DISK
 TF1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1624_SP_SET: CONCRETE CYLINDER
 TF1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1624
 TF1624  HISTORY     - Date     Condition        Report By
 TF1624  HISTORY     - UNK      MONUMENTED       DOD
 TF1624  HISTORY     - 1963     GOOD             NGS
 TF1624
 TF1624                          STATION DESCRIPTION
 TF1624
 TF1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1624'2.3 MI N FROM TOLLEY.
 TF1624'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1624'TOLLEY, THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 3 TO M 2 Z 1963,
 TF1624'THENCE 0.25 MILES WEST ACROSS A FIELD TO M2 B2 (USAF), THENCE 0.35
 TF1624'MILES SOUTHWEST ACROSS A FIELD AND THE TOP SURFACE OVER THE CENTER
 TF1624'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 TF1624'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1625 ***********************************************************************
 TF1625  DESIGNATION -  M 2 B 2
 TF1625  PID         -  TF1625
 TF1625  STATE/COUNTY-  ND/RENVILLE
 TF1625  USGS QUAD   -  TOLLEY (1980)
 TF1625
 TF1625                         *CURRENT SURVEY CONTROL
 TF1625  ___________________________________________________________________
 TF1625* NAD 83(1986)-  48 44 54.     (N)    101 49 42.     (W)     SCALED    
 TF1625* NAVD 88     -       561.949  (meters)    1843.66   (feet)  ADJUSTED  
 TF1625  ___________________________________________________________________
 TF1625  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 TF1625  DYNAMIC HT  -         562.074 (meters)    1844.07  (feet)  COMP
 TF1625  MODELED GRAV-     980,814.1   (mgal)                       NAVD 88
 TF1625
 TF1625  VERT ORDER  -  SECOND    CLASS 0
 TF1625
 TF1625.The horizontal coordinates were scaled from a topographic map and have
 TF1625.an estimated accuracy of +/- 6 seconds.
 TF1625
 TF1625.The orthometric height was determined by differential leveling
 TF1625.and adjusted by the National Geodetic Survey in June 1991..
 TF1625
 TF1625.The geoid height was determined by GEOID03.
 TF1625
 TF1625.The dynamic height is computed by dividing the NAVD 88
 TF1625.geopotential number by the normal gravity value computed on the
 TF1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1625.degrees latitude (g = 980.6199 gals.).
 TF1625
 TF1625.The modeled gravity was interpolated from observed gravity values.
 TF1625
 TF1625;                    North         East    Units  Estimated Accuracy
 TF1625;SPC ND N     -   195,230.      502,320.      MT  (+/- 180 meters Scaled)
 TF1625
 TF1625                          SUPERSEDED SURVEY CONTROL
 TF1625
 TF1625  NGVD 29 (??/??/92)  561.57   (m)         1842.4    (f) COMPUTED    2 0
 TF1625
 TF1625.Superseded values are not recommended for survey control.
 TF1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1625.See file dsdata.txt to determine how the superseded data were derived.
 TF1625
 TF1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV920033(NAD 83)
 TF1625_MARKER: DD = SURVEY DISK
 TF1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1625_SP_SET: CONCRETE CYLINDER
 TF1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1625
 TF1625  HISTORY     - Date     Condition        Report By
 TF1625  HISTORY     - UNK      MONUMENTED       DOD
 TF1625  HISTORY     - 1963     GOOD             NGS
 TF1625
 TF1625                          STATION DESCRIPTION
 TF1625
 TF1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1625'1.95 MI N FROM TOLLEY.
 TF1625'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1625'TOLLEY, THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 3 TO M 2 Z 1963,
 TF1625'THENCE 0.25 MILES WEST ACROSS A FIELD, ABOUT 0.3 MILES EAST OF A SMALL
 TF1625'GROVE OF TREES, 0.15 MILES SOUTH OF AN EAST- WEST GRAVEL ROAD AND THE
 TF1625'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF1625'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1626 ***********************************************************************
 TF1626  DESIGNATION -  M 2 Z
 TF1626  PID         -  TF1626
 TF1626  STATE/COUNTY-  ND/RENVILLE
 TF1626  USGS QUAD   -  TOLLEY (1980)
 TF1626
 TF1626                         *CURRENT SURVEY CONTROL
 TF1626  ___________________________________________________________________
 TF1626* NAD 83(1986)-  48 44 52.     (N)    101 49 29.     (W)     SCALED    
 TF1626* NAVD 88     -       560.570  (meters)    1839.14   (feet)  ADJUSTED  
 TF1626  ___________________________________________________________________
 TF1626  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TF1626  DYNAMIC HT  -         560.695 (meters)    1839.55  (feet)  COMP
 TF1626  MODELED GRAV-     980,814.9   (mgal)                       NAVD 88
 TF1626
 TF1626  VERT ORDER  -  SECOND    CLASS 0
 TF1626
 TF1626.The horizontal coordinates were scaled from a topographic map and have
 TF1626.an estimated accuracy of +/- 6 seconds.
 TF1626
 TF1626.The orthometric height was determined by differential leveling
 TF1626.and adjusted by the National Geodetic Survey in June 1991..
 TF1626
 TF1626.The geoid height was determined by GEOID03.
 TF1626
 TF1626.The dynamic height is computed by dividing the NAVD 88
 TF1626.geopotential number by the normal gravity value computed on the
 TF1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1626.degrees latitude (g = 980.6199 gals.).
 TF1626
 TF1626.The modeled gravity was interpolated from observed gravity values.
 TF1626
 TF1626;                    North         East    Units  Estimated Accuracy
 TF1626;SPC ND N     -   195,170.      502,580.      MT  (+/- 180 meters Scaled)
 TF1626
 TF1626                          SUPERSEDED SURVEY CONTROL
 TF1626
 TF1626  NGVD 29 (??/??/92)  560.19   (m)         1837.9    (f) COMPUTED    2 0
 TF1626
 TF1626.Superseded values are not recommended for survey control.
 TF1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1626.See file dsdata.txt to determine how the superseded data were derived.
 TF1626
 TF1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV923032(NAD 83)
 TF1626_MARKER: DS = TRIANGULATION STATION DISK
 TF1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1626_STAMPING: M 2 Z 1963
 TF1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1626+STABILITY: SURFACE MOTION
 TF1626
 TF1626  HISTORY     - Date     Condition        Report By
 TF1626  HISTORY     - 1963     MONUMENTED       CGS
 TF1626
 TF1626                          STATION DESCRIPTION
 TF1626
 TF1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1626'1.7 MI N FROM TOLLEY.
 TF1626'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1626'TOLLEY, THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 3, 0.1 MILES SOUTH
 TF1626'OF A ROAD INTERSECTION, 72 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TF1626'65 1/2 FEET SOUTH OF A TELEPHONE POLE, 52.7 FEET SOUTHWEST OF M 2 Z
 TF1626'R.M. 1, 48.0 FEET NORTHWEST OF M 2 Z R.M. 2, 8 FEET EAST OF A ROW OF
 TF1626'TELEPHONE POLES, 5.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TF1626'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF1626'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1629 ***********************************************************************
 TF1629  DESIGNATION -  M 2 Z AZ MK
 TF1629  PID         -  TF1629
 TF1629  STATE/COUNTY-  ND/RENVILLE
 TF1629  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1629
 TF1629                         *CURRENT SURVEY CONTROL
 TF1629  ___________________________________________________________________
 TF1629* NAD 83(1986)-  48 45 09.     (N)    101 49 27.     (W)     SCALED    
 TF1629* NAVD 88     -       560.131  (meters)    1837.70   (feet)  ADJUSTED  
 TF1629  ___________________________________________________________________
 TF1629  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 TF1629  DYNAMIC HT  -         560.257 (meters)    1838.11  (feet)  COMP
 TF1629  MODELED GRAV-     980,815.6   (mgal)                       NAVD 88
 TF1629
 TF1629  VERT ORDER  -  SECOND    CLASS 0
 TF1629
 TF1629.The horizontal coordinates were scaled from a topographic map and have
 TF1629.an estimated accuracy of +/- 6 seconds.
 TF1629
 TF1629.The orthometric height was determined by differential leveling
 TF1629.and adjusted by the National Geodetic Survey in June 1991..
 TF1629
 TF1629.The geoid height was determined by GEOID03.
 TF1629
 TF1629.The dynamic height is computed by dividing the NAVD 88
 TF1629.geopotential number by the normal gravity value computed on the
 TF1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1629.degrees latitude (g = 980.6199 gals.).
 TF1629
 TF1629.The modeled gravity was interpolated from observed gravity values.
 TF1629
 TF1629;                    North         East    Units  Estimated Accuracy
 TF1629;SPC ND N     -   195,690.      502,630.      MT  (+/- 180 meters Scaled)
 TF1629
 TF1629                          SUPERSEDED SURVEY CONTROL
 TF1629
 TF1629  NGVD 29 (??/??/92)  559.75   (m)         1836.4    (f) COMPUTED    2 0
 TF1629
 TF1629.Superseded values are not recommended for survey control.
 TF1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1629.See file dsdata.txt to determine how the superseded data were derived.
 TF1629
 TF1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV924037(NAD 83)
 TF1629_MARKER: DZ = AZIMUTH MARK DISK
 TF1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1629_STAMPING: M 2 Z 1963
 TF1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1629+STABILITY: SURFACE MOTION
 TF1629
 TF1629  HISTORY     - Date     Condition        Report By
 TF1629  HISTORY     - 1963     MONUMENTED       CGS
 TF1629
 TF1629                          STATION DESCRIPTION
 TF1629
 TF1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1629'2.1 MI N FROM TOLLEY.
 TF1629'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1629'TOLLEY, THENCE 1.85 MILES NORTH ALONG COUNTY ROAD 3, ABOUT 0.45 MILES
 TF1629'SOUTH OF A GROVE OF TREES WHICH IS EAST OF THE ROAD, 72 FEET EAST OF
 TF1629'THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF A
 TF1629'FIELD DRIVEWAY, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET
 TF1629'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 TF1629'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
 TF1629'NOTE-- THIS MARK IS ALSO 14.35 MILES WEST ALONG STATE HIGHWAY 5 FROM
 TF1629'THE POST OFFICE AT MOHALL, THENCE 0.8 MILES SOUTH ALONG COUNTY ROAD 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1628 ***********************************************************************
 TF1628  DESIGNATION -  M 2 Z RM 1
 TF1628  PID         -  TF1628
 TF1628  STATE/COUNTY-  ND/RENVILLE
 TF1628  USGS QUAD   -  TOLLEY (1980)
 TF1628
 TF1628                         *CURRENT SURVEY CONTROL
 TF1628  ___________________________________________________________________
 TF1628* NAD 83(1986)-  48 44 51.     (N)    101 49 29.     (W)     SCALED    
 TF1628* NAVD 88     -       559.377  (meters)    1835.22   (feet)  ADJUSTED  
 TF1628  ___________________________________________________________________
 TF1628  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TF1628  DYNAMIC HT  -         559.502 (meters)    1835.63  (feet)  COMP
 TF1628  MODELED GRAV-     980,814.9   (mgal)                       NAVD 88
 TF1628
 TF1628  VERT ORDER  -  SECOND    CLASS 0
 TF1628
 TF1628.The horizontal coordinates were scaled from a topographic map and have
 TF1628.an estimated accuracy of +/- 6 seconds.
 TF1628
 TF1628.The orthometric height was determined by differential leveling
 TF1628.and adjusted by the National Geodetic Survey in June 1991..
 TF1628
 TF1628.The geoid height was determined by GEOID03.
 TF1628
 TF1628.The dynamic height is computed by dividing the NAVD 88
 TF1628.geopotential number by the normal gravity value computed on the
 TF1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1628.degrees latitude (g = 980.6199 gals.).
 TF1628
 TF1628.The modeled gravity was interpolated from observed gravity values.
 TF1628
 TF1628;                    North         East    Units  Estimated Accuracy
 TF1628;SPC ND N     -   195,140.      502,580.      MT  (+/- 180 meters Scaled)
 TF1628
 TF1628                          SUPERSEDED SURVEY CONTROL
 TF1628
 TF1628  NGVD 29 (??/??/92)  559.00   (m)         1834.0    (f) COMPUTED    2 0
 TF1628
 TF1628.Superseded values are not recommended for survey control.
 TF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1628.See file dsdata.txt to determine how the superseded data were derived.
 TF1628
 TF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV923032(NAD 83)
 TF1628_MARKER: DR = REFERENCE MARK DISK
 TF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1628_STAMPING: M 2 Z NO 1 1963
 TF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1628+STABILITY: SURFACE MOTION
 TF1628
 TF1628  HISTORY     - Date     Condition        Report By
 TF1628  HISTORY     - 1963     MONUMENTED       CGS
 TF1628
 TF1628                          STATION DESCRIPTION
 TF1628
 TF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1628'1.7 MI N FROM TOLLEY.
 TF1628'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1628'TOLLEY, THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 3, 29 FEET WEST OF
 TF1628'THE CENTER LINE OF THE ROAD, 52.7 FEET NORTHEAST OF M 2 Z 1963, 60
 TF1628'FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF
 TF1628'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1627 ***********************************************************************
 TF1627  DESIGNATION -  M 2 Z RM 2
 TF1627  PID         -  TF1627
 TF1627  STATE/COUNTY-  ND/RENVILLE
 TF1627  USGS QUAD   -  TOLLEY (1980)
 TF1627
 TF1627                         *CURRENT SURVEY CONTROL
 TF1627  ___________________________________________________________________
 TF1627* NAD 83(1986)-  48 44 52.     (N)    101 49 30.     (W)     SCALED    
 TF1627* NAVD 88     -       559.451  (meters)    1835.47   (feet)  ADJUSTED  
 TF1627  ___________________________________________________________________
 TF1627  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 TF1627  DYNAMIC HT  -         559.575 (meters)    1835.87  (feet)  COMP
 TF1627  MODELED GRAV-     980,814.8   (mgal)                       NAVD 88
 TF1627
 TF1627  VERT ORDER  -  SECOND    CLASS 0
 TF1627
 TF1627.The horizontal coordinates were scaled from a topographic map and have
 TF1627.an estimated accuracy of +/- 6 seconds.
 TF1627
 TF1627.The orthometric height was determined by differential leveling
 TF1627.and adjusted by the National Geodetic Survey in June 1991..
 TF1627
 TF1627.The geoid height was determined by GEOID03.
 TF1627
 TF1627.The dynamic height is computed by dividing the NAVD 88
 TF1627.geopotential number by the normal gravity value computed on the
 TF1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1627.degrees latitude (g = 980.6199 gals.).
 TF1627
 TF1627.The modeled gravity was interpolated from observed gravity values.
 TF1627
 TF1627;                    North         East    Units  Estimated Accuracy
 TF1627;SPC ND N     -   195,170.      502,560.      MT  (+/- 180 meters Scaled)
 TF1627
 TF1627                          SUPERSEDED SURVEY CONTROL
 TF1627
 TF1627  NGVD 29 (??/??/92)  559.07   (m)         1834.2    (f) COMPUTED    2 0
 TF1627
 TF1627.Superseded values are not recommended for survey control.
 TF1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1627.See file dsdata.txt to determine how the superseded data were derived.
 TF1627
 TF1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV923032(NAD 83)
 TF1627_MARKER: DR = REFERENCE MARK DISK
 TF1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1627_STAMPING: M 2 Z NO 2 1963
 TF1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1627+STABILITY: SURFACE MOTION
 TF1627
 TF1627  HISTORY     - Date     Condition        Report By
 TF1627  HISTORY     - 1963     MONUMENTED       CGS
 TF1627
 TF1627                          STATION DESCRIPTION
 TF1627
 TF1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1627'1.7 MI N FROM TOLLEY.
 TF1627'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1627'TOLLEY, THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 3, 31 FEET WEST OF
 TF1627'THE CENTER LINE OF THE ROAD, 48.0 FEET SOUTHEAST OF M 2 Z 1963, 48
 TF1627'FEET EAST OF A ROW OF TELEPHONE POLES, ABOUT 4 FEET BELOW THE LEVEL OF
 TF1627'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0106 ***********************************************************************
 RS0106  DESIGNATION -  M 20
 RS0106  PID         -  RS0106
 RS0106  STATE/COUNTY-  ND/SLOPE
 RS0106  USGS QUAD   -  NEW ENGLAND SW (1973)
 RS0106
 RS0106                         *CURRENT SURVEY CONTROL
 RS0106  ___________________________________________________________________
 RS0106* NAD 83(1986)-  46 31 33.     (N)    102 57 04.     (W)     SCALED    
 RS0106* NAVD 88     -       807.939  (meters)    2650.71   (feet)  ADJUSTED  
 RS0106  ___________________________________________________________________
 RS0106  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 RS0106  DYNAMIC HT  -         807.895 (meters)    2650.57  (feet)  COMP
 RS0106  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 RS0106
 RS0106  VERT ORDER  -  FIRST     CLASS II
 RS0106
 RS0106.The horizontal coordinates were scaled from a topographic map and have
 RS0106.an estimated accuracy of +/- 6 seconds.
 RS0106
 RS0106.The orthometric height was determined by differential leveling
 RS0106.and adjusted by the National Geodetic Survey in June 1991..
 RS0106
 RS0106.The geoid height was determined by GEOID03.
 RS0106
 RS0106.The dynamic height is computed by dividing the NAVD 88
 RS0106.geopotential number by the normal gravity value computed on the
 RS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0106.degrees latitude (g = 980.6199 gals.).
 RS0106
 RS0106.The modeled gravity was interpolated from observed gravity values.
 RS0106
 RS0106;                    North         East    Units  Estimated Accuracy
 RS0106;SPC ND S     -    98,440.      411,980.      MT  (+/- 180 meters Scaled)
 RS0106
 RS0106                          SUPERSEDED SURVEY CONTROL
 RS0106
 RS0106  NGVD 29 (??/??/92)  807.415  (m)         2648.99   (f) ADJ UNCH    1 2
 RS0106
 RS0106.Superseded values are not recommended for survey control.
 RS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0106.See file dsdata.txt to determine how the superseded data were derived.
 RS0106
 RS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM571545(NAD 83)
 RS0106_MARKER: DB = BENCH MARK DISK
 RS0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0106_SP_SET: ABUTMENT
 RS0106_STAMPING: M 20 1934
 RS0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0106
 RS0106  HISTORY     - Date     Condition        Report By
 RS0106  HISTORY     - 1934     MONUMENTED       CGS
 RS0106
 RS0106                          STATION DESCRIPTION
 RS0106
 RS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0106'5.0 MI W FROM NEW ENGLAND.
 RS0106'IN SLOPE COUNTY, ABOUT 5.0 MILES WEST ALONG STATE HIGHWAY 21 FROM NEW
 RS0106'ENGLAND, HETTINGER COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF
 RS0106'THE EAST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED
 RS0106'M 20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0099 ***********************************************************************
 SM0099  DESIGNATION -  M 201
 SM0099  PID         -  SM0099
 SM0099  STATE/COUNTY-  ND/GRIGGS
 SM0099  USGS QUAD   -  BINFORD (1961)
 SM0099
 SM0099                         *CURRENT SURVEY CONTROL
 SM0099  ___________________________________________________________________
 SM0099* NAD 83(1986)-  47 33 28.     (N)    098 22 19.     (W)     SCALED    
 SM0099* NAVD 88     -       459.800  (meters)    1508.53   (feet)  ADJUSTED  
 SM0099  ___________________________________________________________________
 SM0099  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 SM0099  DYNAMIC HT  -         459.864 (meters)    1508.74  (feet)  COMP
 SM0099  MODELED GRAV-     980,736.7   (mgal)                       NAVD 88
 SM0099
 SM0099  VERT ORDER  -  SECOND    CLASS 0
 SM0099
 SM0099.The horizontal coordinates were scaled from a topographic map and have
 SM0099.an estimated accuracy of +/- 6 seconds.
 SM0099
 SM0099.The orthometric height was determined by differential leveling
 SM0099.and adjusted by the National Geodetic Survey in June 1991..
 SM0099
 SM0099.The geoid height was determined by GEOID03.
 SM0099
 SM0099.The dynamic height is computed by dividing the NAVD 88
 SM0099.geopotential number by the normal gravity value computed on the
 SM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0099.degrees latitude (g = 980.6199 gals.).
 SM0099
 SM0099.The modeled gravity was interpolated from observed gravity values.
 SM0099
 SM0099;                    North         East    Units  Estimated Accuracy
 SM0099;SPC ND N     -    64,230.      760,140.      MT  (+/- 180 meters Scaled)
 SM0099
 SM0099                          SUPERSEDED SURVEY CONTROL
 SM0099
 SM0099  NGVD 29 (??/??/92)  459.451  (m)         1507.38   (f) ADJ UNCH    2 0
 SM0099
 SM0099.Superseded values are not recommended for survey control.
 SM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0099.See file dsdata.txt to determine how the superseded data were derived.
 SM0099
 SM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT472673(NAD 83)
 SM0099_MARKER: DB = BENCH MARK DISK
 SM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0099_STAMPING: M 201 1935
 SM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0099+STABILITY: SURFACE MOTION
 SM0099
 SM0099  HISTORY     - Date     Condition        Report By
 SM0099  HISTORY     - 1935     MONUMENTED       CGS
 SM0099  HISTORY     - 1935     GOOD             NGS
 SM0099
 SM0099                          STATION DESCRIPTION
 SM0099
 SM0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0099'1.3 MI W FROM BINFORD.
 SM0099'1.3 MILES WEST ALONG A SECTION-LINE ROAD FROM THE NORTHERN PACIFIC
 SM0099'RAILWAY STATION AT BINFORD, GRIGGS COUNTY, 0.8 MILE SOUTH ALONG
 SM0099'ANOTHER SECTION-LINE ROAD.  AT THE NORTHEAST CORNER OF SECTION 13, T.
 SM0099'147 N., R. 61 W., 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 SM0099'PALMER FINTUEN FARMHOUSE, AT A ROAD INTERSECTION, 96.5 FEET SOUTHWEST
 SM0099'OF THE CENTER OF THE INTERSECTION, AND 36.4 FEET WEST OF THE
 SM0099'CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED M
 SM0099'201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0120 ***********************************************************************
 SM0120  DESIGNATION -  M 202
 SM0120  PID         -  SM0120
 SM0120  STATE/COUNTY-  ND/NELSON
 SM0120  USGS QUAD   -  KLOTEN (1967)
 SM0120
 SM0120                         *CURRENT SURVEY CONTROL
 SM0120  ___________________________________________________________________
 SM0120* NAD 83(1986)-  47 40 22.     (N)    098 00 38.     (W)     SCALED    
 SM0120* NAVD 88     -       455.961  (meters)    1495.93   (feet)  ADJUSTED  
 SM0120  ___________________________________________________________________
 SM0120  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 SM0120  DYNAMIC HT  -         456.019 (meters)    1496.12  (feet)  COMP
 SM0120  MODELED GRAV-     980,727.1   (mgal)                       NAVD 88
 SM0120
 SM0120  VERT ORDER  -  SECOND    CLASS 0
 SM0120
 SM0120.The horizontal coordinates were scaled from a topographic map and have
 SM0120.an estimated accuracy of +/- 6 seconds.
 SM0120
 SM0120.The orthometric height was determined by differential leveling
 SM0120.and adjusted by the National Geodetic Survey in June 1991..
 SM0120
 SM0120.The geoid height was determined by GEOID03.
 SM0120
 SM0120.The dynamic height is computed by dividing the NAVD 88
 SM0120.geopotential number by the normal gravity value computed on the
 SM0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0120.degrees latitude (g = 980.6199 gals.).
 SM0120
 SM0120.The modeled gravity was interpolated from observed gravity values.
 SM0120
 SM0120;                    North         East    Units  Estimated Accuracy
 SM0120;SPC ND N     -    77,820.      786,910.      MT  (+/- 180 meters Scaled)
 SM0120
 SM0120                          SUPERSEDED SURVEY CONTROL
 SM0120
 SM0120  NGVD 29 (??/??/92)  455.59   (m)         1494.7    (f) COMPUTED    2 0
 SM0120
 SM0120.Superseded values are not recommended for survey control.
 SM0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0120.See file dsdata.txt to determine how the superseded data were derived.
 SM0120
 SM0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT742804(NAD 83)
 SM0120_MARKER: DB = BENCH MARK DISK
 SM0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0120_STAMPING: M 202 1935
 SM0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0120+STABILITY: SURFACE MOTION
 SM0120
 SM0120  HISTORY     - Date     Condition        Report By
 SM0120  HISTORY     - 1935     MONUMENTED       CGS
 SM0120  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0120
 SM0120                          STATION DESCRIPTION
 SM0120
 SM0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0120'1.4 MI SW FROM ANETA.
 SM0120'0.5 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY PARK AT ANETA,
 SM0120'NELSON COUNTY, 0.9 MILE WEST ALONG THE GRIGGS-NELSON COUNTY-LINE ROAD.
 SM0120'AT THE SOUTHWEST CORNER OF SECTION 31, T. 149 N., R. 57 W., AT A ROAD
 SM0120'JUNCTION, 61.2 FEET NORTH OF THE CENTER OF THE JUNCTION, 34.8 FEET
 SM0120'NORTHEAST OF THE EAST END OF A GALVANIZED-IRON PIPE CULVERT, 33.1 FEET
 SM0120'NORTH OF A POWER-LINE POLE AND THE SOUTHWEST CORNER OF A FENCE, AND 15
 SM0120'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD. A STANDARD
 SM0120'DISK, STAMPED M 202 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0734 ***********************************************************************
 SM0734  DESIGNATION -  M 204
 SM0734  PID         -  SM0734
 SM0734  STATE/COUNTY-  ND/FOSTER
 SM0734  USGS QUAD   -  JUANITA (1961)
 SM0734
 SM0734                         *CURRENT SURVEY CONTROL
 SM0734  ___________________________________________________________________
 SM0734* NAD 83(1986)-  47 34 01.     (N)    098 41 32.     (W)     SCALED    
 SM0734* NAVD 88     -       475.151  (meters)    1558.89   (feet)  ADJUSTED  
 SM0734  ___________________________________________________________________
 SM0734  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SM0734  DYNAMIC HT  -         475.209 (meters)    1559.08  (feet)  COMP
 SM0734  MODELED GRAV-     980,720.5   (mgal)                       NAVD 88
 SM0734
 SM0734  VERT ORDER  -  SECOND    CLASS 0
 SM0734
 SM0734.The horizontal coordinates were scaled from a topographic map and have
 SM0734.an estimated accuracy of +/- 6 seconds.
 SM0734
 SM0734.The orthometric height was determined by differential leveling
 SM0734.and adjusted by the National Geodetic Survey in June 1991..
 SM0734
 SM0734.The geoid height was determined by GEOID03.
 SM0734
 SM0734.The dynamic height is computed by dividing the NAVD 88
 SM0734.geopotential number by the normal gravity value computed on the
 SM0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0734.degrees latitude (g = 980.6199 gals.).
 SM0734
 SM0734.The modeled gravity was interpolated from observed gravity values.
 SM0734
 SM0734;                    North         East    Units  Estimated Accuracy
 SM0734;SPC ND N     -    64,630.      736,020.      MT  (+/- 180 meters Scaled)
 SM0734
 SM0734                          SUPERSEDED SURVEY CONTROL
 SM0734
 SM0734  NGVD 29 (??/??/92)  474.780  (m)         1557.67   (f) ADJ UNCH    2 0
 SM0734
 SM0734.Superseded values are not recommended for survey control.
 SM0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0734.See file dsdata.txt to determine how the superseded data were derived.
 SM0734
 SM0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT231682(NAD 83)
 SM0734_MARKER: DB = BENCH MARK DISK
 SM0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0734_STAMPING: M 204 1935
 SM0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0734+STABILITY: SURFACE MOTION
 SM0734
 SM0734  HISTORY     - Date     Condition        Report By
 SM0734  HISTORY     - 1935     MONUMENTED       CGS
 SM0734  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0734
 SM0734                          STATION DESCRIPTION
 SM0734
 SM0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0734'5.5 MI WSW FROM MCHENRY.
 SM0734'0.9 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL AT
 SM0734'MCHENRY, FOSTER COUNTY, THENCE 4.9 MILES WEST AND 1.5 MILES SOUTH
 SM0734'ALONG SECTION-LINE ROADS.  AT THE SOUTHEAST CORNER OF THE NORTHEAST
 SM0734'QUARTER OF SECTION 9, T 147 N, R 63 W, 0.5 MILE SOUTH OF A ROAD
 SM0734'INTERSECTION, 64 FEET WEST OF THE CENTER LINE OF THE ROAD, 48 FEET
 SM0734'NORTH OF THE SOUTHEAST CORNER OF A PASTURE FENCE, AND 1.5 FEET EAST OF
 SM0734'THE NORTH-AND-SOUTH WIRE FENCE.  A STANDARD DISK, STAMPED M 204 1935
 SM0734'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0483 ***********************************************************************
 SM0483  DESIGNATION -  M 205
 SM0483  PID         -  SM0483
 SM0483  STATE/COUNTY-  ND/BARNES
 SM0483  USGS QUAD   -  WIMBLEDON NE (1961)
 SM0483
 SM0483                         *CURRENT SURVEY CONTROL
 SM0483  ___________________________________________________________________
 SM0483* NAD 83(1986)-  47 14 25.     (N)    098 20 25.     (W)     SCALED    
 SM0483* NAVD 88     -       444.688  (meters)    1458.95   (feet)  ADJUSTED  
 SM0483  ___________________________________________________________________
 SM0483  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0483  DYNAMIC HT  -         444.722 (meters)    1459.06  (feet)  COMP
 SM0483  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 SM0483
 SM0483  VERT ORDER  -  SECOND    CLASS 0
 SM0483
 SM0483.The horizontal coordinates were scaled from a topographic map and have
 SM0483.an estimated accuracy of +/- 6 seconds.
 SM0483
 SM0483.The orthometric height was determined by differential leveling
 SM0483.and adjusted by the National Geodetic Survey in June 1991..
 SM0483
 SM0483.The geoid height was determined by GEOID03.
 SM0483
 SM0483.The dynamic height is computed by dividing the NAVD 88
 SM0483.geopotential number by the normal gravity value computed on the
 SM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0483.degrees latitude (g = 980.6199 gals.).
 SM0483
 SM0483.The modeled gravity was interpolated from observed gravity values.
 SM0483
 SM0483;                    North         East    Units  Estimated Accuracy
 SM0483;SPC ND S     -   177,170.      763,500.      MT  (+/- 180 meters Scaled)
 SM0483
 SM0483                          SUPERSEDED SURVEY CONTROL
 SM0483
 SM0483  NGVD 29 (??/??/92)  444.328  (m)         1457.77   (f) ADJ UNCH    2 0
 SM0483
 SM0483.Superseded values are not recommended for survey control.
 SM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0483.See file dsdata.txt to determine how the superseded data were derived.
 SM0483
 SM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT499320(NAD 83)
 SM0483_MARKER: DB = BENCH MARK DISK
 SM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0483_STAMPING: M 205 1935
 SM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0483+STABILITY: SURFACE MOTION
 SM0483
 SM0483  HISTORY     - Date     Condition        Report By
 SM0483  HISTORY     - 1935     MONUMENTED       CGS
 SM0483  HISTORY     - 1961     GOOD             NGS
 SM0483
 SM0483                          STATION DESCRIPTION
 SM0483
 SM0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0483'8.6 MI WSW FROM WALUM.
 SM0483'IN BARNES COUNTY, 1.8 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY
 SM0483'FROM THE STATION AT WALUM, GRIGGS COUNTY, THENCE 6.8 MILES WEST ALONG
 SM0483'A SECTION-LINE ROAD.  AT THE SOUTHEAST CORNER OF SECTION 36, T. 144
 SM0483'N., R. 61 W., AT A ROAD INTERSECTION, 45.4 FEET NORTHWEST OF THE
 SM0483'CENTER OF THE INTERSECTION, 18.5 FEET WEST OF THE CENTER LINE OF THE
 SM0483'NORTH-AND-SOUTH ROAD, 10.1 FEET NORTH OF THE SOUTHEAST CORNER OF A
 SM0483'FENCE, AND 1 FOOT EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 SM0483'STAMPED M 205 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--MARK
 SM0483'IS 0.5 FOOT WEST OF THE NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0561 ***********************************************************************
 SM0561  DESIGNATION -  M 206
 SM0561  PID         -  SM0561
 SM0561  STATE/COUNTY-  ND/FOSTER
 SM0561  USGS QUAD   -  KENSAL SE (1982)
 SM0561
 SM0561                         *CURRENT SURVEY CONTROL
 SM0561  ___________________________________________________________________
 SM0561* NAD 83(1986)-  47 21 20.     (N)    098 31 03.     (W)     SCALED    
 SM0561* NAVD 88     -       454.677  (meters)    1491.72   (feet)  ADJUSTED  
 SM0561  ___________________________________________________________________
 SM0561  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 SM0561  DYNAMIC HT  -         454.719 (meters)    1491.86  (feet)  COMP
 SM0561  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 SM0561
 SM0561  VERT ORDER  -  SECOND    CLASS 0
 SM0561
 SM0561.The horizontal coordinates were scaled from a topographic map and have
 SM0561.an estimated accuracy of +/- 6 seconds.
 SM0561
 SM0561.The orthometric height was determined by differential leveling
 SM0561.and adjusted by the National Geodetic Survey in June 1991..
 SM0561
 SM0561.The geoid height was determined by GEOID03.
 SM0561
 SM0561.The dynamic height is computed by dividing the NAVD 88
 SM0561.geopotential number by the normal gravity value computed on the
 SM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0561.degrees latitude (g = 980.6199 gals.).
 SM0561
 SM0561.The modeled gravity was interpolated from observed gravity values.
 SM0561
 SM0561;                    North         East    Units  Estimated Accuracy
 SM0561;SPC ND N     -    41,460.      749,760.      MT  (+/- 180 meters Scaled)
 SM0561
 SM0561                          SUPERSEDED SURVEY CONTROL
 SM0561
 SM0561  NGVD 29 (??/??/92)  454.310  (m)         1490.52   (f) ADJ UNCH    2 0
 SM0561
 SM0561.Superseded values are not recommended for survey control.
 SM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0561.See file dsdata.txt to determine how the superseded data were derived.
 SM0561
 SM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT364447(NAD 83)
 SM0561_MARKER: DB = BENCH MARK DISK
 SM0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0561_STAMPING: M 206 1935
 SM0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0561+STABILITY: SURFACE MOTION
 SM0561
 SM0561  HISTORY     - Date     Condition        Report By
 SM0561  HISTORY     - 1935     MONUMENTED       CGS
 SM0561  HISTORY     - 1960     GOOD             NGS
 SM0561
 SM0561                          STATION DESCRIPTION
 SM0561
 SM0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0561'7 MI SW FROM SUTTON.
 SM0561'IN FOSTER COUNTY, 0.3 MILE EAST ALONG A SECTION-LINE ROAD FROM THE
 SM0561'GREAT NORTHERN RAILWAY STATION AT SUTTON, GRIGGS COUNTY, THENCE 3.0
 SM0561'MILES SOUTH AND 4.0 MILES WEST ALONG SECTION-LINE ROADS.  AT THE
 SM0561'SOUTHWEST CORNER OF SECTION 24, T. 145 N., R. 62 W., 500 FEET EAST OF
 SM0561'A ROAD INTERSECTION, 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SM0561'ARTHUR LARSON FARMHOUSE, AT THE JUNCTION OF A ROAD LEADING TO THE
 SM0561'FARMHOUSE, 34 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD,
 SM0561'20 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 4.8 FEET
 SM0561'NORTHWEST OF THE SOUTHEAST CORNER OF THE YARD FENCE, 4.1 FEET
 SM0561'SOUTHEAST OF AN 18-INCH POPLAR TREE, AND 2.4 FEET WEST OF THE
 SM0561'NORTH-AND-SOUTH YARD FENCE.  A STANDARD DISK, STAMPED M 206 1935 AND
 SM0561'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HOUSE, POPLAR TREE AND
 SM0561'FENCE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0242 ***********************************************************************
 RQ0242  DESIGNATION -  M 209
 RQ0242  PID         -  RQ0242
 RQ0242  STATE/COUNTY-  ND/STUTSMAN
 RQ0242  USGS QUAD   -  MONTPELIER (1953)
 RQ0242
 RQ0242                         *CURRENT SURVEY CONTROL
 RQ0242  ___________________________________________________________________
 RQ0242* NAD 83(1986)-  46 43 52.     (N)    098 34 04.     (W)     SCALED    
 RQ0242* NAVD 88     -       416.357  (meters)    1366.00   (feet)  ADJUSTED  
 RQ0242  ___________________________________________________________________
 RQ0242  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 RQ0242  DYNAMIC HT  -         416.371 (meters)    1366.04  (feet)  COMP
 RQ0242  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 RQ0242
 RQ0242  VERT ORDER  -  SECOND    CLASS 0
 RQ0242
 RQ0242.The horizontal coordinates were scaled from a topographic map and have
 RQ0242.an estimated accuracy of +/- 6 seconds.
 RQ0242
 RQ0242.The orthometric height was determined by differential leveling
 RQ0242.and adjusted by the National Geodetic Survey in June 1991..
 RQ0242
 RQ0242.The geoid height was determined by GEOID03.
 RQ0242
 RQ0242.The dynamic height is computed by dividing the NAVD 88
 RQ0242.geopotential number by the normal gravity value computed on the
 RQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0242.degrees latitude (g = 980.6199 gals.).
 RQ0242
 RQ0242.The modeled gravity was interpolated from observed gravity values.
 RQ0242
 RQ0242;                    North         East    Units  Estimated Accuracy
 RQ0242;SPC ND S     -   120,140.      747,670.      MT  (+/- 180 meters Scaled)
 RQ0242
 RQ0242                          SUPERSEDED SURVEY CONTROL
 RQ0242
 RQ0242  NGVD 29 (??/??/92)  415.996  (m)         1364.81   (f) ADJ UNCH    2 0
 RQ0242
 RQ0242.Superseded values are not recommended for survey control.
 RQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0242.See file dsdata.txt to determine how the superseded data were derived.
 RQ0242
 RQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS330753(NAD 83)
 RQ0242_MARKER: DB = BENCH MARK DISK
 RQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0242_STAMPING: M 209 1935
 RQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0242+STABILITY: SURFACE MOTION
 RQ0242
 RQ0242  HISTORY     - Date     Condition        Report By
 RQ0242  HISTORY     - 1935     MONUMENTED       CGS
 RQ0242  HISTORY     - 1960     MARK NOT FOUND   NGS
 RQ0242
 RQ0242                          STATION DESCRIPTION
 RQ0242
 RQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0242'2.4 MI N FROM MONTPELIER.
 RQ0242'2.4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0242'MONTPELIER, STUTSMAN COUNTY, AT THE NORTHEAST CORNER OF SECTION 36, T
 RQ0242'138 N, R 63 W, AT A ROAD CROSSING, 54.8 FEET SOUTHEAST OF THE
 RQ0242'CENTERLINE OF THE ROAD, 49.2 FEET EAST OF THE CENTERLINE OF THE TRACK,
 RQ0242'7.9 FEET SOUTH OF A NORTHWEST FENCE CORNER, AND 1.6 FEET WEST OF THE
 RQ0242'FENCE.  A STANDARD DISK.  STAMPED M 209 1935 AND SET IN THE TOP OF A
 RQ0242'CONCRETE POST.  NOTE-- NO ROAD CROSSING WAS FOUND AT THE NORTHEAST
 RQ0242'CORNER OF SEC. 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0332 ***********************************************************************
 RR0332  DESIGNATION -  M 21
 RR0332  PID         -  RR0332
 RR0332  STATE/COUNTY-  ND/MORTON
 RR0332  USGS QUAD   -  ALMONT EAST (1980)
 RR0332
 RR0332                         *CURRENT SURVEY CONTROL
 RR0332  ___________________________________________________________________
 RR0332* NAD 83(1986)-  46 44 13.     (N)    101 23 17.     (W)     SCALED    
 RR0332* NAVD 88     -       676.009  (meters)    2217.87   (feet)  ADJUSTED  
 RR0332  ___________________________________________________________________
 RR0332  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 RR0332  DYNAMIC HT  -         676.005 (meters)    2217.86  (feet)  COMP
 RR0332  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 RR0332
 RR0332  VERT ORDER  -  FIRST     CLASS II
 RR0332
 RR0332.The horizontal coordinates were scaled from a topographic map and have
 RR0332.an estimated accuracy of +/- 6 seconds.
 RR0332
 RR0332.The orthometric height was determined by differential leveling
 RR0332.and adjusted by the National Geodetic Survey in June 1991..
 RR0332
 RR0332.The geoid height was determined by GEOID03.
 RR0332
 RR0332.The dynamic height is computed by dividing the NAVD 88
 RR0332.geopotential number by the normal gravity value computed on the
 RR0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0332.degrees latitude (g = 980.6199 gals.).
 RR0332
 RR0332.The modeled gravity was interpolated from observed gravity values.
 RR0332
 RR0332;                    North         East    Units  Estimated Accuracy
 RR0332;SPC ND S     -   119,350.      532,130.      MT  (+/- 180 meters Scaled)
 RR0332
 RR0332                          SUPERSEDED SURVEY CONTROL
 RR0332
 RR0332  NGVD 29 (??/??/92)  675.572  (m)         2216.44   (f) ADJ UNCH    1 2
 RR0332
 RR0332.Superseded values are not recommended for survey control.
 RR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0332.See file dsdata.txt to determine how the superseded data were derived.
 RR0332
 RR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS175787(NAD 83)
 RR0332_MARKER: DB = BENCH MARK DISK
 RR0332_SETTING: 80 = SET IN A BOULDER
 RR0332_SP_SET: BOULDER
 RR0332_STAMPING: M 21 1933
 RR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0332+STABILITY: SURFACE MOTION
 RR0332
 RR0332  HISTORY     - Date     Condition        Report By
 RR0332  HISTORY     - 1933     MONUMENTED       CGS
 RR0332  HISTORY     - 1956     GOOD             NGS
 RR0332  HISTORY     - 1985     MARK NOT FOUND   NGS
 RR0332
 RR0332                          STATION DESCRIPTION
 RR0332
 RR0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0332'8.5 MI S FROM NEW SALEM.
 RR0332'8.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM NEW SALEM, MORTON COUNTY,
 RR0332'0.2 MILE WEST OF A RANCH HOUSE, 0.2 MILE WEST OF THE HIGHWAY, 200 FEET
 RR0332'WEST OF A FENCE, ON THE NORTH SLOPE OF A HILL, AND IN THE TOP OF A
 RR0332'LONE GRANITE BOULDER JUST WEST OF A GROUP OF BOULDERS.  A STANDARD
 RR0332'DISK, STAMPED M 21 1933.  NOTE-- THE MARK IS ABOUT 300 FEET SOUTH OF
 RR0332'THE NORTH FORK OF THE CREEK THAT CROSSES THE HIGHWAY JUST WEST OF THE
 RR0332'RANCH.
 RR0332
 RR0332                          STATION RECOVERY (1985)
 RR0332
 RR0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0332'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0401 ***********************************************************************
 TD0401  DESIGNATION -  M 211
 TD0401  PID         -  TD0401
 TD0401  STATE/COUNTY-  ND/WALSH
 TD0401  USGS QUAD   -  EDINBURG NW (1972)
 TD0401
 TD0401                         *CURRENT SURVEY CONTROL
 TD0401  ___________________________________________________________________
 TD0401* NAD 83(1986)-  48 29 32.     (N)    097 53 20.     (W)     SCALED    
 TD0401* NAVD 88     -       366.965  (meters)    1203.95   (feet)  ADJUSTED  
 TD0401  ___________________________________________________________________
 TD0401  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 TD0401  DYNAMIC HT  -         367.042 (meters)    1204.20  (feet)  COMP
 TD0401  MODELED GRAV-     980,809.5   (mgal)                       NAVD 88
 TD0401
 TD0401  VERT ORDER  -  SECOND    CLASS 0
 TD0401
 TD0401.The horizontal coordinates were scaled from a topographic map and have
 TD0401.an estimated accuracy of +/- 6 seconds.
 TD0401
 TD0401.The orthometric height was determined by differential leveling
 TD0401.and adjusted by the National Geodetic Survey in June 1991..
 TD0401
 TD0401.The geoid height was determined by GEOID03.
 TD0401
 TD0401.The dynamic height is computed by dividing the NAVD 88
 TD0401.geopotential number by the normal gravity value computed on the
 TD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0401.degrees latitude (g = 980.6199 gals.).
 TD0401
 TD0401.The modeled gravity was interpolated from observed gravity values.
 TD0401
 TD0401;                    North         East    Units  Estimated Accuracy
 TD0401;SPC ND N     -   169,180.      792,950.      MT  (+/- 180 meters Scaled)
 TD0401
 TD0401                          SUPERSEDED SURVEY CONTROL
 TD0401
 TD0401  NGVD 29 (??/??/92)  366.601  (m)         1202.76   (f) ADJ UNCH    2 0
 TD0401
 TD0401.Superseded values are not recommended for survey control.
 TD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0401.See file dsdata.txt to determine how the superseded data were derived.
 TD0401
 TD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU820716(NAD 83)
 TD0401_MARKER: DB = BENCH MARK DISK
 TD0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0401_STAMPING: M 211 1935
 TD0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0401+STABILITY: SURFACE MOTION
 TD0401
 TD0401  HISTORY     - Date     Condition        Report By
 TD0401  HISTORY     - 1935     MONUMENTED       CGS
 TD0401  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0401
 TD0401                          STATION DESCRIPTION
 TD0401
 TD0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0401'1.4 MI W FROM EDINBURG.
 TD0401'1.4 MILES WEST ALONG COUNTY ROAD 9 FROM THE GREAT NORTHERN RAILWAY
 TD0401'STATION AT EDINBURG, WALSH COUNTY, AT THE NORTHWEST CORNER OF THE SW.
 TD0401'1/4, SEC. 21, T. 158 N., R. 56 W., 21.5 FEET EAST OF THE SECTION-LINE
 TD0401'BETWEEN SECS. 20 AND 21, 66.9 FEET NORTH OF A WATER WELL, 30 FEET EAST
 TD0401'OF THE CENTER OF AN IRON WAGON GATE, 23.4 FEET EAST OF A POLE, 34.0
 TD0401'FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 2.3 FEET NORTH OF A
 TD0401'FENCE, AND 0.7 FOOT EAST OF A WHITE MARKER POST.  A STANDARD DISK,
 TD0401'STAMPED M 211 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TD0401'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0303 ***********************************************************************
 RR0303  DESIGNATION -  M 212
 RR0303  PID         -  RR0303
 RR0303  STATE/COUNTY-  ND/BURLEIGH
 RR0303  USGS QUAD   -  BURNT BUTTE (1979)
 RR0303
 RR0303                         *CURRENT SURVEY CONTROL
 RR0303  ___________________________________________________________________
 RR0303* NAD 83(1986)-  46 59 27.     (N)    100 45 21.     (W)     SCALED    
 RR0303* NAVD 88     -       571.641  (meters)    1875.46   (feet)  ADJUSTED  
 RR0303  ___________________________________________________________________
 RR0303  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0303  DYNAMIC HT  -         571.646 (meters)    1875.48  (feet)  COMP
 RR0303  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 RR0303
 RR0303  VERT ORDER  -  FIRST     CLASS II
 RR0303
 RR0303.The horizontal coordinates were scaled from a topographic map and have
 RR0303.an estimated accuracy of +/- 6 seconds.
 RR0303
 RR0303.The orthometric height was determined by differential leveling
 RR0303.and adjusted by the National Geodetic Survey in June 1991..
 RR0303
 RR0303.The geoid height was determined by GEOID03.
 RR0303
 RR0303.The dynamic height is computed by dividing the NAVD 88
 RR0303.geopotential number by the normal gravity value computed on the
 RR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0303.degrees latitude (g = 980.6199 gals.).
 RR0303
 RR0303.The modeled gravity was interpolated from observed gravity values.
 RR0303
 RR0303;                    North         East    Units  Estimated Accuracy
 RR0303;SPC ND S     -   147,220.      580,540.      MT  (+/- 180 meters Scaled)
 RR0303
 RR0303                          SUPERSEDED SURVEY CONTROL
 RR0303
 RR0303  NGVD 29 (??/??/92)  571.210  (m)         1874.04   (f) ADJ UNCH    1 2
 RR0303
 RR0303.Superseded values are not recommended for survey control.
 RR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0303.See file dsdata.txt to determine how the superseded data were derived.
 RR0303
 RR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT664056(NAD 83)
 RR0303_MARKER: DB = BENCH MARK DISK
 RR0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0303_STAMPING: M 212 1962
 RR0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0303+STABILITY: SURFACE MOTION
 RR0303
 RR0303  HISTORY     - Date     Condition        Report By
 RR0303  HISTORY     - 1962     MONUMENTED       CGS
 RR0303
 RR0303                          STATION DESCRIPTION
 RR0303
 RR0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 RR0303'2.5 MI S FROM BALDWIN.
 RR0303'ABOUT 2.5 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 RR0303'STATION AT BALDWIN, AT MILEPOST 545, 46.5 FEET WEST OF THE WEST RAIL,
 RR0303'14.5 FEET WEST OF THE MILEPOST, 1.5 FEET EAST OF A FENCE LINE, 1.2
 RR0303'FEET NORTH OF A WITNESS POST, 3.5 FEET HIGHER THAN THE TRACK, SET IN
 RR0303'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0840 ***********************************************************************
 SN0840  DESIGNATION -  M 213
 SN0840  PID         -  SN0840
 SN0840  STATE/COUNTY-  ND/MCLEAN
 SN0840  USGS QUAD   -  WASHBURN (1980)
 SN0840
 SN0840                         *CURRENT SURVEY CONTROL
 SN0840  ___________________________________________________________________
 SN0840* NAD 83(1986)-  47 21 26.     (N)    101 02 11.     (W)     SCALED    
 SN0840* NAVD 88     -       579.470  (meters)    1901.14   (feet)  ADJUSTED  
 SN0840  ___________________________________________________________________
 SN0840  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 SN0840  DYNAMIC HT  -         579.515 (meters)    1901.29  (feet)  COMP
 SN0840  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN0840
 SN0840  VERT ORDER  -  FIRST     CLASS II
 SN0840
 SN0840.The horizontal coordinates were scaled from a topographic map and have
 SN0840.an estimated accuracy of +/- 6 seconds.
 SN0840
 SN0840.The orthometric height was determined by differential leveling
 SN0840.and adjusted by the National Geodetic Survey in June 1991..
 SN0840
 SN0840.The geoid height was determined by GEOID03.
 SN0840
 SN0840.The dynamic height is computed by dividing the NAVD 88
 SN0840.geopotential number by the normal gravity value computed on the
 SN0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0840.degrees latitude (g = 980.6199 gals.).
 SN0840
 SN0840.The modeled gravity was interpolated from observed gravity values.
 SN0840
 SN0840;                    North         East    Units  Estimated Accuracy
 SN0840;SPC ND N     -    39,860.      559,480.      MT  (+/- 180 meters Scaled)
 SN0840
 SN0840                          SUPERSEDED SURVEY CONTROL
 SN0840
 SN0840  NGVD 29 (??/??/92)  579.058  (m)         1899.79   (f) ADJ UNCH    1 2
 SN0840
 SN0840.Superseded values are not recommended for survey control.
 SN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0840.See file dsdata.txt to determine how the superseded data were derived.
 SN0840
 SN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT462468(NAD 83)
 SN0840_MARKER: DB = BENCH MARK DISK
 SN0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0840_STAMPING: M 213 1962
 SN0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0840+STABILITY: SURFACE MOTION
 SN0840
 SN0840  HISTORY     - Date     Condition        Report By
 SN0840  HISTORY     - 1962     MONUMENTED       CGS
 SN0840  HISTORY     - 1969     GOOD             NGS
 SN0840  HISTORY     - 1982     GOOD             NGS
 SN0840
 SN0840                          STATION DESCRIPTION
 SN0840
 SN0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0840'3 MI ESE FROM FALKIRK.
 SN0840'3 MILE EAST SOUTHEAST ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN0840'STATION AT FALKIRK, AT THE INTERSECTION OF COUNTY ROAD WITH U.S.
 SN0840'HIGHWAY 83, 124 FEET NORTHWEST OF THE CENTERLINE OF THE INTERSECTION,
 SN0840'100.5 FEET WEST OF THE CENTERLINE OF THE U.S. HIGHWAY, 76 FEET NORTH
 SN0840'OF THE CENTERLINE OF THE GRAVELED ROAD, 3.3 FEET EAST OF A POWER POLE,
 SN0840'1.2 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 SN0840'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 SN0840
 SN0840                          STATION RECOVERY (1969)
 SN0840
 SN0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 SN0840'RECOVERED IN GOOD CONDITION.
 SN0840
 SN0840                          STATION RECOVERY (1982)
 SN0840
 SN0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0545 ***********************************************************************
 SN0545  DESIGNATION -  M 214
 SN0545  PID         -  SN0545
 SN0545  STATE/COUNTY-  ND/MCLEAN
 SN0545  USGS QUAD   -  GARRISON (1981)
 SN0545
 SN0545                         *CURRENT SURVEY CONTROL
 SN0545  ___________________________________________________________________
 SN0545* NAD 83(1986)-  47 39 40.     (N)    101 25 35.     (W)     SCALED    
 SN0545* NAVD 88     -       580.178  (meters)    1903.47   (feet)  ADJUSTED  
 SN0545  ___________________________________________________________________
 SN0545  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 SN0545  DYNAMIC HT  -         580.229 (meters)    1903.63  (feet)  COMP
 SN0545  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 SN0545
 SN0545  VERT ORDER  -  FIRST     CLASS II
 SN0545
 SN0545.The horizontal coordinates were scaled from a topographic map and have
 SN0545.an estimated accuracy of +/- 6 seconds.
 SN0545
 SN0545.The orthometric height was determined by differential leveling
 SN0545.and adjusted by the National Geodetic Survey in June 1991..
 SN0545
 SN0545.The geoid height was determined by GEOID03.
 SN0545
 SN0545.The dynamic height is computed by dividing the NAVD 88
 SN0545.geopotential number by the normal gravity value computed on the
 SN0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0545.degrees latitude (g = 980.6199 gals.).
 SN0545
 SN0545.The modeled gravity was interpolated from observed gravity values.
 SN0545
 SN0545;                    North         East    Units  Estimated Accuracy
 SN0545;SPC ND N     -    73,920.      530,420.      MT  (+/- 180 meters Scaled)
 SN0545
 SN0545                          SUPERSEDED SURVEY CONTROL
 SN0545
 SN0545  NGVD 29 (??/??/92)  579.783  (m)         1902.17   (f) ADJ UNCH    1 2
 SN0545
 SN0545.Superseded values are not recommended for survey control.
 SN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0545.See file dsdata.txt to determine how the superseded data were derived.
 SN0545
 SN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT178814(NAD 83)
 SN0545_MARKER: DB = BENCH MARK DISK
 SN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0545_STAMPING: M 214 1962
 SN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0545+STABILITY: SURFACE MOTION
 SN0545
 SN0545  HISTORY     - Date     Condition        Report By
 SN0545  HISTORY     - 1962     MONUMENTED       CGS
 SN0545
 SN0545                          STATION DESCRIPTION
 SN0545
 SN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0545'0.8 MI NW FROM GARRISON.
 SN0545'ABOUT 0.8 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0545'AT GARRISON, AT A ROAD CROSSING, 56 FEET NORTHEAST OF THE CENTERLINE
 SN0545'OF THE CROSSING, 37 FEET EAST OF THE EAST RAIL, 37 FEET NORTH OF THE
 SN0545'CENTERLINE OF THE ROAD, 7.4 FEET SOUTHWEST OF A TELEPHONE POLE, 1.4
 SN0545'FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, A
 SN0545'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1025 ***********************************************************************
 SN1025  DESIGNATION -  M 215
 SN1025  PID         -  SN1025
 SN1025  STATE/COUNTY-  ND/WARD
 SN1025  USGS QUAD   -  RYDER (1981)
 SN1025
 SN1025                         *CURRENT SURVEY CONTROL
 SN1025  ___________________________________________________________________
 SN1025* NAD 83(1986)-  47 55 21.     (N)    101 40 18.     (W)     SCALED    
 SN1025* NAVD 88     -       647.021  (meters)    2122.77   (feet)  ADJUSTED  
 SN1025  ___________________________________________________________________
 SN1025  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1025  DYNAMIC HT  -         647.103 (meters)    2123.04  (feet)  COMP
 SN1025  MODELED GRAV-     980,717.9   (mgal)                       NAVD 88
 SN1025
 SN1025  VERT ORDER  -  SECOND    CLASS 0
 SN1025
 SN1025.The horizontal coordinates were scaled from a topographic map and have
 SN1025.an estimated accuracy of +/- 6 seconds.
 SN1025
 SN1025.The orthometric height was determined by differential leveling
 SN1025.and adjusted by the National Geodetic Survey in June 1991..
 SN1025
 SN1025.The geoid height was determined by GEOID03.
 SN1025
 SN1025.The dynamic height is computed by dividing the NAVD 88
 SN1025.geopotential number by the normal gravity value computed on the
 SN1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1025.degrees latitude (g = 980.6199 gals.).
 SN1025
 SN1025.The modeled gravity was interpolated from observed gravity values.
 SN1025
 SN1025;                    North         East    Units  Estimated Accuracy
 SN1025;SPC ND N     -   103,230.      512,440.      MT  (+/- 180 meters Scaled)
 SN1025
 SN1025                          SUPERSEDED SURVEY CONTROL
 SN1025
 SN1025  NGVD 29 (??/??/92)  646.614  (m)         2121.43   (f) ADJ UNCH    2 0
 SN1025
 SN1025.Superseded values are not recommended for survey control.
 SN1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1025.See file dsdata.txt to determine how the superseded data were derived.
 SN1025
 SN1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU004111(NAD 83)
 SN1025_MARKER: DB = BENCH MARK DISK
 SN1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1025_STAMPING: M 215 1962
 SN1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1025+STABILITY: SURFACE MOTION
 SN1025
 SN1025  HISTORY     - Date     Condition        Report By
 SN1025  HISTORY     - 1962     MONUMENTED       CGS
 SN1025
 SN1025                          STATION DESCRIPTION
 SN1025
 SN1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1025'0.65 MI NE FROM RYDER.
 SN1025'0.4 MILE NORTH ALONG MAIN STREET FROM THE MINNEAPOLIS ST. PAUL AND
 SN1025'SAULT STE. MARIE RAILROAD STATION AT RYDER, THENCE 0.05 MILE EAST
 SN1025'ALONG A GRAVELED STREET, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD
 SN1025'AT THE SOUTHWEST CORNER OF THE RYDER AIRPORT, ON THE CREST OF A HILL,
 SN1025'54.6 FEET EAST OF THE CENTERLINE OF THE ROAD, 9 FEET NORTH OF A
 SN1025'MONUMENT DEDICATED TO O. J. BYE, 1.6 FEET SOUTH OF A WITNESS POST,
 SN1025'ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE
 SN1025'POST PROJECTING 0.5 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT
 SN1025'STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1114 ***********************************************************************
 SN1114  DESIGNATION -  M 216
 SN1114  PID         -  SN1114
 SN1114  STATE/COUNTY-  ND/MCLEAN
 SN1114  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1114
 SN1114                         *CURRENT SURVEY CONTROL
 SN1114  ___________________________________________________________________
 SN1114* NAD 83(1986)-  47 38 47.     (N)    101 46 48.     (W)     SCALED    
 SN1114* NAVD 88     -       598.235  (meters)    1962.71   (feet)  ADJUSTED  
 SN1114  ___________________________________________________________________
 SN1114  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 SN1114  DYNAMIC HT  -         598.294 (meters)    1962.90  (feet)  COMP
 SN1114  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 SN1114
 SN1114  VERT ORDER  -  SECOND    CLASS 0
 SN1114
 SN1114.The horizontal coordinates were scaled from a topographic map and have
 SN1114.an estimated accuracy of +/- 6 seconds.
 SN1114
 SN1114.The orthometric height was determined by differential leveling
 SN1114.and adjusted by the National Geodetic Survey in June 1991..
 SN1114
 SN1114.The geoid height was determined by GEOID03.
 SN1114
 SN1114.The dynamic height is computed by dividing the NAVD 88
 SN1114.geopotential number by the normal gravity value computed on the
 SN1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1114.degrees latitude (g = 980.6199 gals.).
 SN1114
 SN1114.The modeled gravity was interpolated from observed gravity values.
 SN1114
 SN1114;                    North         East    Units  Estimated Accuracy
 SN1114;SPC ND N     -    72,670.      503,840.      MT  (+/- 180 meters Scaled)
 SN1114
 SN1114                          SUPERSEDED SURVEY CONTROL
 SN1114
 SN1114  NGVD 29 (??/??/92)  597.814  (m)         1961.33   (f) ADJ UNCH    2 0
 SN1114
 SN1114.Superseded values are not recommended for survey control.
 SN1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1114.See file dsdata.txt to determine how the superseded data were derived.
 SN1114
 SN1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT912807(NAD 83)
 SN1114_MARKER: DB = BENCH MARK DISK
 SN1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1114_STAMPING: M 216 1962
 SN1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1114+STABILITY: SURFACE MOTION
 SN1114
 SN1114  HISTORY     - Date     Condition        Report By
 SN1114  HISTORY     - 1962     MONUMENTED       CGS
 SN1114  HISTORY     - 1963     GOOD             NGS
 SN1114
 SN1114                          STATION DESCRIPTION
 SN1114
 SN1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1114'6 MI W FROM EMMET.
 SN1114'1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1114'THENCE 5 MILE WEST ALONG A GRAVELED ROAD, AT A INTERSECTION, 96 FEET
 SN1114'NORTHEAST OF THE CENTER OF THE INTERSECTION, 84 FEET NORTH OF THE
 SN1114'CENTERLINE OF THE GRAVELED ROAD, 43 FEET EAST OF THE CENTERLINE OF A
 SN1114'ROAD, 2 FEET SOUTH OF A POWER POLE, 1.5 FEET WEST OF A WITNESS POST,
 SN1114'ABOUT 4 FEET LOWER THAN THE GRAVELED ROAD, A DISK IN THE TOP OF A
 SN1114'CONCRETE POST PROJECTING 0.5 FOOT.
 SN1114
 SN1114                          STATION RECOVERY (1963)
 SN1114
 SN1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SN1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1056 ***********************************************************************
 TF1056  DESIGNATION -  M 217
 TF1056  PID         -  TF1056
 TF1056  STATE/COUNTY-  ND/WARD
 TF1056  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1056
 TF1056                         *CURRENT SURVEY CONTROL
 TF1056  ___________________________________________________________________
 TF1056* NAD 83(1986)-  48 07 04.     (N)    101 17 49.     (W)     SCALED    
 TF1056* NAVD 88     -       541.441  (meters)    1776.38   (feet)  ADJUSTED  
 TF1056  ___________________________________________________________________
 TF1056  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 TF1056  DYNAMIC HT  -         541.520 (meters)    1776.64  (feet)  COMP
 TF1056  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 TF1056
 TF1056  VERT ORDER  -  FIRST     CLASS II
 TF1056
 TF1056.The horizontal coordinates were scaled from a topographic map and have
 TF1056.an estimated accuracy of +/- 6 seconds.
 TF1056
 TF1056.The orthometric height was determined by differential leveling
 TF1056.and adjusted by the National Geodetic Survey in June 1991..
 TF1056
 TF1056.The geoid height was determined by GEOID03.
 TF1056
 TF1056.The dynamic height is computed by dividing the NAVD 88
 TF1056.geopotential number by the normal gravity value computed on the
 TF1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1056.degrees latitude (g = 980.6199 gals.).
 TF1056
 TF1056.The modeled gravity was interpolated from observed gravity values.
 TF1056
 TF1056;                    North         East    Units  Estimated Accuracy
 TF1056;SPC ND N     -   124,580.      540,670.      MT  (+/- 180 meters Scaled)
 TF1056
 TF1056                          SUPERSEDED SURVEY CONTROL
 TF1056
 TF1056  NGVD 29 (??/??/92)  541.067  (m)         1775.15   (f) ADJ UNCH    1 2
 TF1056
 TF1056.Superseded values are not recommended for survey control.
 TF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1056.See file dsdata.txt to determine how the superseded data were derived.
 TF1056
 TF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290319(NAD 83)
 TF1056_MARKER: DB = BENCH MARK DISK
 TF1056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1056_SP_SET: BRIDGE
 TF1056_STAMPING: M 217 1962
 TF1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1056
 TF1056  HISTORY     - Date     Condition        Report By
 TF1056  HISTORY     - 1962     MONUMENTED       CGS
 TF1056
 TF1056                          STATION DESCRIPTION
 TF1056
 TF1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1056'7.7 MI S FROM MINOT.
 TF1056'7.7 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1056'SET IN TOP OF THE WINGWALL AND AT THE SOUTHWEST CORNER OF A 30 FOOT
 TF1056'LONG BRIDGE OVER A STREAM, 15 FEET WEST OF THE CENTERLINE OF THE
 TF1056'HIGHWAY, ABOUT 0.5 FOOT BELOW THE HIGHWAY, A DISK SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1057 ***********************************************************************
 TF1057  DESIGNATION -  M 217 RESET
 TF1057  PID         -  TF1057
 TF1057  STATE/COUNTY-  ND/WARD
 TF1057  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1057
 TF1057                         *CURRENT SURVEY CONTROL
 TF1057  ___________________________________________________________________
 TF1057* NAD 83(1986)-  48 07 05.     (N)    101 17 48.     (W)     SCALED    
 TF1057* NAVD 88     -       542.918  (meters)    1781.22   (feet)  ADJUSTED  
 TF1057  ___________________________________________________________________
 TF1057  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 TF1057  DYNAMIC HT  -         542.997 (meters)    1781.48  (feet)  COMP
 TF1057  MODELED GRAV-     980,740.3   (mgal)                       NAVD 88
 TF1057
 TF1057  VERT ORDER  -  FIRST     CLASS II
 TF1057
 TF1057.The horizontal coordinates were scaled from a topographic map and have
 TF1057.an estimated accuracy of +/- 6 seconds.
 TF1057
 TF1057.The orthometric height was determined by differential leveling
 TF1057.and adjusted by the National Geodetic Survey in June 1991..
 TF1057
 TF1057.The geoid height was determined by GEOID03.
 TF1057
 TF1057.The dynamic height is computed by dividing the NAVD 88
 TF1057.geopotential number by the normal gravity value computed on the
 TF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1057.degrees latitude (g = 980.6199 gals.).
 TF1057
 TF1057.The modeled gravity was interpolated from observed gravity values.
 TF1057
 TF1057;                    North         East    Units  Estimated Accuracy
 TF1057;SPC ND N     -   124,610.      540,690.      MT  (+/- 180 meters Scaled)
 TF1057
 TF1057                          SUPERSEDED SURVEY CONTROL
 TF1057
 TF1057.No superseded survey control is available for this station.
 TF1057
 TF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290319(NAD 83)
 TF1057_MARKER: DB = BENCH MARK DISK
 TF1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1057_STAMPING: M 217 RESET 1964
 TF1057_MARK LOGO: CGS   
 TF1057_PROJECTION: PROJECTING 5 CENTIMETERS
 TF1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1057+STABILITY: SURFACE MOTION
 TF1057
 TF1057  HISTORY     - Date     Condition        Report By
 TF1057  HISTORY     - 1964     MONUMENTED       CGS
 TF1057  HISTORY     - 1982     GOOD             NGS
 TF1057
 TF1057                          STATION DESCRIPTION
 TF1057
 TF1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1057'7.7 MI S FROM MINOT.
 TF1057'ABOUT 7.7 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1057'MINOT, WARD COUNTY, IN FRONT OF THE LEONARD PIETCH FARMHOUSE, ABOUT
 TF1057'157 FEET WEST OF THE CENTERLINE OF THE WEST LANE OF THE DUAL HIGHWAY,
 TF1057'2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE YARD
 TF1057'FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 TF1057
 TF1057                          STATION RECOVERY (1982)
 TF1057
 TF1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TF1057'12.6 KM (7.85 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 TF1057'OFFICE IN MINOT, 47.9 METERS (157.2 FT) WEST OF THE CENTERLINE OF THE
 TF1057'SOUTH BOUND LANES OF THE HIGHWAY, 45.7 METERS (149.9 FT) SOUTH OF THE
 TF1057'CENTER OF A DRIVEWAY LEADING WEST TO THE LEONARD PIETCH FARM AND 1.2
 TF1057'METERS (3.9 FT) NORTHWEST OF A FENCE.
 TF1057'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 TF1057'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0475 ***********************************************************************
 SN0475  DESIGNATION -  M 218
 SN0475  PID         -  SN0475
 SN0475  STATE/COUNTY-  ND/MCLEAN
 SN0475  USGS QUAD   -  BENEDICT (1981)
 SN0475
 SN0475                         *CURRENT SURVEY CONTROL
 SN0475  ___________________________________________________________________
 SN0475* NAD 83(1986)-  47 50 05.     (N)    101 03 27.     (W)     SCALED    
 SN0475* NAVD 88     -       636.312  (meters)    2087.63   (feet)  ADJUSTED  
 SN0475  ___________________________________________________________________
 SN0475  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 SN0475  DYNAMIC HT  -         636.375 (meters)    2087.84  (feet)  COMP
 SN0475  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 SN0475
 SN0475  VERT ORDER  -  SECOND    CLASS 0
 SN0475
 SN0475.The horizontal coordinates were scaled from a topographic map and have
 SN0475.an estimated accuracy of +/- 6 seconds.
 SN0475
 SN0475.The orthometric height was determined by differential leveling
 SN0475.and adjusted by the National Geodetic Survey in June 1991..
 SN0475
 SN0475.The geoid height was determined by GEOID03.
 SN0475
 SN0475.The dynamic height is computed by dividing the NAVD 88
 SN0475.geopotential number by the normal gravity value computed on the
 SN0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0475.degrees latitude (g = 980.6199 gals.).
 SN0475
 SN0475.The modeled gravity was interpolated from observed gravity values.
 SN0475
 SN0475;                    North         East    Units  Estimated Accuracy
 SN0475;SPC ND N     -    92,960.      558,270.      MT  (+/- 180 meters Scaled)
 SN0475
 SN0475                          SUPERSEDED SURVEY CONTROL
 SN0475
 SN0475  NGVD 29 (??/??/92)  635.920  (m)         2086.35   (f) ADJ UNCH    2 0
 SN0475
 SN0475.Superseded values are not recommended for survey control.
 SN0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0475.See file dsdata.txt to determine how the superseded data were derived.
 SN0475
 SN0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT460999(NAD 83)
 SN0475_MARKER: DB = BENCH MARK DISK
 SN0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0475_STAMPING: M 218 1962
 SN0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0475+STABILITY: SURFACE MOTION
 SN0475
 SN0475  HISTORY     - Date     Condition        Report By
 SN0475  HISTORY     - 1962     MONUMENTED       CGS
 SN0475
 SN0475                          STATION DESCRIPTION
 SN0475
 SN0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0475'1.2 MI E FROM BENEDICT.
 SN0475'ABOUT 1.2 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0475'RAILROAD FROM THE STATION AT BENEDICT, ABOUT 0.2 MILE WEST OF MILEPOST
 SN0475'455, AT A GRADED ROAD CROSSING, 61.5 FEET SOUTHWEST OF THE CENTERLINE
 SN0475'OF THE CROSSING, 39.4 FEET SOUTH OF THE SOUTH RAIL, 45 FEET WEST OF
 SN0475'THE CENTERLINE OF THE ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, 3 FEET
 SN0475'NORTH OF A FENCE LINE, 1.4 FEET EAST OF A WITNESS POST, ABOUT 5 FEET
 SN0475'BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN0475'FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0475'IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0758 ***********************************************************************
 SN0758  DESIGNATION -  M 219
 SN0758  PID         -  SN0758
 SN0758  STATE/COUNTY-  ND/WARD
 SN0758  USGS QUAD   -  BENEDICT (1981)
 SN0758
 SN0758                         *CURRENT SURVEY CONTROL
 SN0758  ___________________________________________________________________
 SN0758* NAD 83(1986)-  47 50 54.     (N)    101 04 44.     (W)     SCALED    
 SN0758* NAVD 88     -       649.813  (meters)    2131.93   (feet)  ADJUSTED  
 SN0758  ___________________________________________________________________
 SN0758  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 SN0758  DYNAMIC HT  -         649.879 (meters)    2132.14  (feet)  COMP
 SN0758  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 SN0758
 SN0758  VERT ORDER  -  SECOND    CLASS 0
 SN0758
 SN0758.The horizontal coordinates were scaled from a topographic map and have
 SN0758.an estimated accuracy of +/- 6 seconds.
 SN0758
 SN0758.The orthometric height was determined by differential leveling
 SN0758.and adjusted by the National Geodetic Survey in June 1991..
 SN0758
 SN0758.The geoid height was determined by GEOID03.
 SN0758
 SN0758.The dynamic height is computed by dividing the NAVD 88
 SN0758.geopotential number by the normal gravity value computed on the
 SN0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0758.degrees latitude (g = 980.6199 gals.).
 SN0758
 SN0758.The modeled gravity was interpolated from observed gravity values.
 SN0758
 SN0758;                    North         East    Units  Estimated Accuracy
 SN0758;SPC ND N     -    94,480.      556,680.      MT  (+/- 180 meters Scaled)
 SN0758
 SN0758                          SUPERSEDED SURVEY CONTROL
 SN0758
 SN0758  NGVD 29 (??/??/92)  649.421  (m)         2130.64   (f) ADJ UNCH    2 0
 SN0758
 SN0758.Superseded values are not recommended for survey control.
 SN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0758.See file dsdata.txt to determine how the superseded data were derived.
 SN0758
 SN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU444015(NAD 83)
 SN0758_MARKER: DB = BENCH MARK DISK
 SN0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0758_STAMPING: M 219 1962
 SN0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0758+STABILITY: SURFACE MOTION
 SN0758
 SN0758  HISTORY     - Date     Condition        Report By
 SN0758  HISTORY     - 1962     MONUMENTED       CGS
 SN0758  HISTORY     - 1975     GOOD             NGS
 SN0758
 SN0758                          STATION DESCRIPTION
 SN0758
 SN0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0758'1.2 MI N FROM BENEDICT.
 SN0758'ABOUT 1.2 MILES NORTH ALONG COUNTY ROAD NO. 23 FROM THE CHURCH OF GOD
 SN0758'AT BENEDICT, ABOUT 1.0 MILE NORTH OF THE CROSSING OF THE MINNEAPOLIS,
 SN0758'ST. PAUL AND SAULT STE. MARIE RAILROAD, ON THE WARD COUNTY SIDE OF THE
 SN0758'WARD-MCLEAN COUNTY LINE, AT A ROAD INTERSECTION, A GRADED ROAD EAST
 SN0758'AND A FARM ROAD WEST, 78.5 FEET NORTHWEST OF THE CENTER OF THE
 SN0758'INTERSECTION, 68.5 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 33
 SN0758'FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 6 FEET NORTHEAST OF A
 SN0758'POWER POLE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 8 FEET BELOW THE
 SN0758'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
 SN0758
 SN0758                          STATION RECOVERY (1975)
 SN0758
 SN0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SN0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0369 ***********************************************************************
 RR0369  DESIGNATION -  M 22
 RR0369  PID         -  RR0369
 RR0369  STATE/COUNTY-  ND/GRANT
 RR0369  USGS QUAD   -  LOOKOUT BUTTE SE (1971)
 RR0369
 RR0369                         *CURRENT SURVEY CONTROL
 RR0369  ___________________________________________________________________
 RR0369* NAD 83(1986)-  46 07 19.     (N)    101 19 58.     (W)     SCALED    
 RR0369* NAVD 88     -       575.767  (meters)    1889.00   (feet)  ADJUSTED  
 RR0369  ___________________________________________________________________
 RR0369  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RR0369  DYNAMIC HT  -         575.733 (meters)    1888.88  (feet)  COMP
 RR0369  MODELED GRAV-     980,537.5   (mgal)                       NAVD 88
 RR0369
 RR0369  VERT ORDER  -  FIRST     CLASS II
 RR0369
 RR0369.The horizontal coordinates were scaled from a topographic map and have
 RR0369.an estimated accuracy of +/- 6 seconds.
 RR0369
 RR0369.The orthometric height was determined by differential leveling
 RR0369.and adjusted by the National Geodetic Survey in June 1991..
 RR0369
 RR0369.The geoid height was determined by GEOID03.
 RR0369
 RR0369.The dynamic height is computed by dividing the NAVD 88
 RR0369.geopotential number by the normal gravity value computed on the
 RR0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0369.degrees latitude (g = 980.6199 gals.).
 RR0369
 RR0369.The modeled gravity was interpolated from observed gravity values.
 RR0369
 RR0369;                    North         East    Units  Estimated Accuracy
 RR0369;SPC ND S     -    50,950.      535,630.      MT  (+/- 180 meters Scaled)
 RR0369
 RR0369                          SUPERSEDED SURVEY CONTROL
 RR0369
 RR0369  NGVD 29 (??/??/92)  575.290  (m)         1887.43   (f) ADJ UNCH    1 2
 RR0369
 RR0369.Superseded values are not recommended for survey control.
 RR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0369.See file dsdata.txt to determine how the superseded data were derived.
 RR0369
 RR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS197102(NAD 83)
 RR0369_MARKER: DB = BENCH MARK DISK
 RR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0369_STAMPING: M 22 1933
 RR0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0369+STABILITY: SURFACE MOTION
 RR0369
 RR0369  HISTORY     - Date     Condition        Report By
 RR0369  HISTORY     - 1933     MONUMENTED       CGS
 RR0369  HISTORY     - 1956     MARK NOT FOUND   NGS
 RR0369
 RR0369                          STATION DESCRIPTION
 RR0369
 RR0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0369'16.6 MI S FROM RALEIGH.
 RR0369'16.6 MILES SOUTH ALONG STATE HIGHWAY 31 FROM RALEIGH, GRANT COUNTY,
 RR0369'14.4 MILES NORTH OF MCINTOSH, SOUTH DAKOTA, 0.5 MILE SOUTH OF A BRIDGE
 RR0369'OVER CANNON BALL RIVER, ON THE OUTSIDE OF A CURVE, AND 53 FEET WEST OF
 RR0369'THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED M 22 1933 AND
 RR0369'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RR0369'NOTE-- CONSIDERABLE WORK HAD BEEN DONE ON THE HIGHWAY IN THIS AREA AND
 RR0369'IT WAS THOUGHT THAT THE MARK WAS DESTROYED WHEN THIS WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0342 ***********************************************************************
 SN0342  DESIGNATION -  M 220
 SN0342  PID         -  SN0342
 SN0342  STATE/COUNTY-  ND/MCHENRY
 SN0342  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0342
 SN0342                         *CURRENT SURVEY CONTROL
 SN0342  ___________________________________________________________________
 SN0342* NAD 83(1986)-  47 54 21.     (N)    100 55 48.     (W)     SCALED    
 SN0342* NAVD 88     -       592.124  (meters)    1942.66   (feet)  ADJUSTED  
 SN0342  ___________________________________________________________________
 SN0342  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SN0342  DYNAMIC HT  -         592.188 (meters)    1942.87  (feet)  COMP
 SN0342  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 SN0342
 SN0342  VERT ORDER  -  SECOND    CLASS 0
 SN0342
 SN0342.The horizontal coordinates were scaled from a topographic map and have
 SN0342.an estimated accuracy of +/- 6 seconds.
 SN0342
 SN0342.The orthometric height was determined by differential leveling
 SN0342.and adjusted by the National Geodetic Survey in June 1991..
 SN0342
 SN0342.The geoid height was determined by GEOID03.
 SN0342
 SN0342.The dynamic height is computed by dividing the NAVD 88
 SN0342.geopotential number by the normal gravity value computed on the
 SN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0342.degrees latitude (g = 980.6199 gals.).
 SN0342
 SN0342.The modeled gravity was interpolated from observed gravity values.
 SN0342
 SN0342;                    North         East    Units  Estimated Accuracy
 SN0342;SPC ND N     -   100,800.      567,860.      MT  (+/- 180 meters Scaled)
 SN0342
 SN0342                          SUPERSEDED SURVEY CONTROL
 SN0342
 SN0342  NGVD 29 (??/??/92)  591.727  (m)         1941.36   (f) ADJ UNCH    2 0
 SN0342
 SN0342.Superseded values are not recommended for survey control.
 SN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0342.See file dsdata.txt to determine how the superseded data were derived.
 SN0342
 SN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU557076(NAD 83)
 SN0342_MARKER: DB = BENCH MARK DISK
 SN0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0342_STAMPING: M 220 1962
 SN0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0342+STABILITY: SURFACE MOTION
 SN0342
 SN0342  HISTORY     - Date     Condition        Report By
 SN0342  HISTORY     - 1962     MONUMENTED       CGS
 SN0342
 SN0342                          STATION DESCRIPTION
 SN0342
 SN0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0342'4.8 MI N FROM RUSO.
 SN0342'4.8 MILES NORTH ALONG STATE HIGHWAY NO. 41 FROM THE CROSSING OF THE
 SN0342'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD AT RUSO, AT A GRADED
 SN0342'ROAD INTERSECTION, 111 FEET SOUTHWEST OF THE CENTERLINE OF THE
 SN0342'INTERSECTION, 104 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET
 SN0342'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 3 FEET SOUTH OF A
 SN0342'POWER POLE AND IN LINE WITH THE POLES TO THE NORTH, 1.9 FOOT NORTH OF
 SN0342'A WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING WEST AND SET IN THE
 SN0342'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0924 ***********************************************************************
 TF0924  DESIGNATION -  M 221
 TF0924  PID         -  TF0924
 TF0924  STATE/COUNTY-  ND/WARD
 TF0924  USGS QUAD   -  MINOT (1979)
 TF0924
 TF0924                         *CURRENT SURVEY CONTROL
 TF0924  ___________________________________________________________________
 TF0924* NAD 83(1986)-  48 14 19.     (N)    101 16 17.     (W)     SCALED    
 TF0924* NAVD 88     -       473.687  (meters)    1554.09   (feet)  ADJUSTED  
 TF0924  ___________________________________________________________________
 TF0924  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF0924  DYNAMIC HT  -         473.765 (meters)    1554.34  (feet)  COMP
 TF0924  MODELED GRAV-     980,762.0   (mgal)                       NAVD 88
 TF0924
 TF0924  VERT ORDER  -  FIRST     CLASS II
 TF0924
 TF0924.The horizontal coordinates were scaled from a topographic map and have
 TF0924.an estimated accuracy of +/- 6 seconds.
 TF0924
 TF0924.The orthometric height was determined by differential leveling
 TF0924.and adjusted by the National Geodetic Survey in June 1991..
 TF0924.WARNING-Repeat measurements at this control monument indicate possible
 TF0924.vertical movement.
 TF0924
 TF0924.The geoid height was determined by GEOID03.
 TF0924
 TF0924.The dynamic height is computed by dividing the NAVD 88
 TF0924.geopotential number by the normal gravity value computed on the
 TF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0924.degrees latitude (g = 980.6199 gals.).
 TF0924
 TF0924.The modeled gravity was interpolated from observed gravity values.
 TF0924
 TF0924;                    North         East    Units  Estimated Accuracy
 TF0924;SPC ND N     -   138,000.      542,710.      MT  (+/- 180 meters Scaled)
 TF0924
 TF0924                          SUPERSEDED SURVEY CONTROL
 TF0924
 TF0924  NGVD 29 (??/??/92)  473.358  (m)         1553.01   (f) ADJ UNCH    1 2
 TF0924
 TF0924.Superseded values are not recommended for survey control.
 TF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0924.See file dsdata.txt to determine how the superseded data were derived.
 TF0924
 TF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU313453(NAD 83)
 TF0924_MARKER: DB = BENCH MARK DISK
 TF0924_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0924_SP_SET: CULVERT
 TF0924_STAMPING: M 221 1962
 TF0924_MARK LOGO: CGS   
 TF0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0924
 TF0924  HISTORY     - Date     Condition        Report By
 TF0924  HISTORY     - 1962     MONUMENTED       CGS
 TF0924  HISTORY     - 1982     GOOD             NGS
 TF0924
 TF0924                          STATION DESCRIPTION
 TF0924
 TF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0924'1.2 MI E FROM MINOT.
 TF0924'1.2 MILES EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0924'MINOT, ABOUT 0.2 MILE OR 8 POLES EAST OF MILEPOST 202, SET IN THE TOP
 TF0924'OF THE WEST END OF THE SOUTH HEADWALL OF A 20-FOOT CONCRETE CULVERT,
 TF0924'28 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1.2 FEET EAST OF
 TF0924'THE WEST END OF THE HEADWALL, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 TF0924'TRACK.
 TF0924
 TF0924                          STATION RECOVERY (1982)
 TF0924
 TF0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1142 ***********************************************************************
 TF1142  DESIGNATION -  M 222
 TF1142  PID         -  TF1142
 TF1142  STATE/COUNTY-  ND/WARD
 TF1142  USGS QUAD   -  BERTHOLD (1980)
 TF1142
 TF1142                         *CURRENT SURVEY CONTROL
 TF1142  ___________________________________________________________________
 TF1142* NAD 83(1986)-  48 18 30.     (N)    101 43 20.     (W)     SCALED    
 TF1142* NAVD 88     -       630.939  (meters)    2070.01   (feet)  ADJUSTED  
 TF1142  ___________________________________________________________________
 TF1142  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TF1142  DYNAMIC HT  -         631.045 (meters)    2070.35  (feet)  COMP
 TF1142  MODELED GRAV-     980,757.0   (mgal)                       NAVD 88
 TF1142
 TF1142  VERT ORDER  -  FIRST     CLASS II
 TF1142
 TF1142.The horizontal coordinates were scaled from a topographic map and have
 TF1142.an estimated accuracy of +/- 6 seconds.
 TF1142
 TF1142.The orthometric height was determined by differential leveling
 TF1142.and adjusted by the National Geodetic Survey in June 1991..
 TF1142
 TF1142.The geoid height was determined by GEOID03.
 TF1142
 TF1142.The dynamic height is computed by dividing the NAVD 88
 TF1142.geopotential number by the normal gravity value computed on the
 TF1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1142.degrees latitude (g = 980.6199 gals.).
 TF1142
 TF1142.The modeled gravity was interpolated from observed gravity values.
 TF1142
 TF1142;                    North         East    Units  Estimated Accuracy
 TF1142;SPC ND N     -   146,180.      509,350.      MT  (+/- 180 meters Scaled)
 TF1142
 TF1142                          SUPERSEDED SURVEY CONTROL
 TF1142
 TF1142  NGVD 29 (??/??/92)  630.523  (m)         2068.64   (f) ADJ UNCH    1 2
 TF1142
 TF1142.Superseded values are not recommended for survey control.
 TF1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1142.See file dsdata.txt to determine how the superseded data were derived.
 TF1142
 TF1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU981541(NAD 83)
 TF1142_MARKER: DB = BENCH MARK DISK
 TF1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1142_STAMPING: M 222 1962
 TF1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1142+STABILITY: SURFACE MOTION
 TF1142
 TF1142  HISTORY     - Date     Condition        Report By
 TF1142  HISTORY     - 1962     MONUMENTED       CGS
 TF1142  HISTORY     - 1963     GOOD             NGS
 TF1142  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1142
 TF1142                          STATION DESCRIPTION
 TF1142
 TF1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1142'0.8 MI E FROM BERTHOLD.
 TF1142'0.8 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1142'BERTHOLD, NEAR THE WEST END OF A LONG FILL BETWEEN THE TRACK AND
 TF1142'COUNTY ROAD 10, IN LINE WITH A ROW OF POLES, 175 FEET SOUTHEAST AND
 TF1142'ACROSS THE TRACK FROM MILEPOST 22, 98.4 FEET SOUTH OF THE SOUTH RAIL
 TF1142'OF THE MAIN TRACK, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 TF1142'EAST OF A TELEPHONE POLE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 TF1142'LEVEL WITH THE ROAD, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND
 TF1142'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TF1142
 TF1142                          STATION RECOVERY (1963)
 TF1142
 TF1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1142'RECOVERED IN GOOD CONDITION.
 TF1142
 TF1142                          STATION RECOVERY (1981)
 TF1142
 TF1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0345 ***********************************************************************
 TF0345  DESIGNATION -  M 223
 TF0345  PID         -  TF0345
 TF0345  STATE/COUNTY-  ND/MCHENRY
 TF0345  USGS QUAD   -  BERGEN (1957)
 TF0345
 TF0345                         *CURRENT SURVEY CONTROL
 TF0345  ___________________________________________________________________
 TF0345* NAD 83(1986)-  48 06 17.     (N)    100 40 10.     (W)     SCALED    
 TF0345* NAVD 88     -       472.528  (meters)    1550.29   (feet)  ADJUSTED  
 TF0345  ___________________________________________________________________
 TF0345  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 TF0345  DYNAMIC HT  -         472.601 (meters)    1550.53  (feet)  COMP
 TF0345  MODELED GRAV-     980,751.0   (mgal)                       NAVD 88
 TF0345
 TF0345  VERT ORDER  -  SECOND    CLASS 0
 TF0345
 TF0345.The horizontal coordinates were scaled from a topographic map and have
 TF0345.an estimated accuracy of +/- 6 seconds.
 TF0345
 TF0345.The orthometric height was determined by differential leveling
 TF0345.and adjusted by the National Geodetic Survey in June 1991..
 TF0345
 TF0345.The geoid height was determined by GEOID03.
 TF0345
 TF0345.The dynamic height is computed by dividing the NAVD 88
 TF0345.geopotential number by the normal gravity value computed on the
 TF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0345.degrees latitude (g = 980.6199 gals.).
 TF0345
 TF0345.The modeled gravity was interpolated from observed gravity values.
 TF0345
 TF0345;                    North         East    Units  Estimated Accuracy
 TF0345;SPC ND N     -   122,840.      587,380.      MT  (+/- 180 meters Scaled)
 TF0345
 TF0345                          SUPERSEDED SURVEY CONTROL
 TF0345
 TF0345  NGVD 29 (??/??/92)  472.152  (m)         1549.05   (f) ADJ UNCH    2 0
 TF0345
 TF0345.Superseded values are not recommended for survey control.
 TF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0345.See file dsdata.txt to determine how the superseded data were derived.
 TF0345
 TF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU757292(NAD 83)
 TF0345_MARKER: DB = BENCH MARK DISK
 TF0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0345_STAMPING: M 223 1962
 TF0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0345+STABILITY: SURFACE MOTION
 TF0345
 TF0345  HISTORY     - Date     Condition        Report By
 TF0345  HISTORY     - 1962     MONUMENTED       CGS
 TF0345
 TF0345                          STATION DESCRIPTION
 TF0345
 TF0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0345'2.4 MI NW FROM KARLSRUHE.
 TF0345'ABOUT 2.4 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0345'STATION AT KARLSRUHE, AT A GRADED ROAD CROSSING, AT MILEPOLE 202, 144
 TF0345'FEET WEST AND ACROSS THE TRACK FROM THE MILEPOST, 124 FEET SOUTH OF
 TF0345'THE CENTERLINE OF THE CROSSING, 90.9 FEET SOUTHWEST OF THE SOUTHWEST
 TF0345'RAIL, 45 FEET EAST OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTH OF A
 TF0345'TELEPHONE POLE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 TF0345'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0449 ***********************************************************************
 SN0449  DESIGNATION -  M 224
 SN0449  PID         -  SN0449
 SN0449  STATE/COUNTY-  ND/MCHENRY
 SN0449  USGS QUAD   -  BALFOUR NW (1958)
 SN0449
 SN0449                         *CURRENT SURVEY CONTROL
 SN0449  ___________________________________________________________________
 SN0449* NAD 83(1986)-  47 59 54.     (N)    100 41 33.     (W)     SCALED    
 SN0449* NAVD 88     -       477.594  (meters)    1566.91   (feet)  ADJUSTED  
 SN0449  ___________________________________________________________________
 SN0449  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 SN0449  DYNAMIC HT  -         477.662 (meters)    1567.13  (feet)  COMP
 SN0449  MODELED GRAV-     980,737.6   (mgal)                       NAVD 88
 SN0449
 SN0449  VERT ORDER  -  SECOND    CLASS 0
 SN0449
 SN0449.The horizontal coordinates were scaled from a topographic map and have
 SN0449.an estimated accuracy of +/- 6 seconds.
 SN0449
 SN0449.The orthometric height was determined by differential leveling
 SN0449.and adjusted by the National Geodetic Survey in June 1991..
 SN0449
 SN0449.The geoid height was determined by GEOID03.
 SN0449
 SN0449.The dynamic height is computed by dividing the NAVD 88
 SN0449.geopotential number by the normal gravity value computed on the
 SN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0449.degrees latitude (g = 980.6199 gals.).
 SN0449
 SN0449.The modeled gravity was interpolated from observed gravity values.
 SN0449
 SN0449;                    North         East    Units  Estimated Accuracy
 SN0449;SPC ND N     -   111,010.      585,640.      MT  (+/- 180 meters Scaled)
 SN0449
 SN0449                          SUPERSEDED SURVEY CONTROL
 SN0449
 SN0449  NGVD 29 (??/??/92)  477.213  (m)         1565.66   (f) ADJ UNCH    2 0
 SN0449
 SN0449.Superseded values are not recommended for survey control.
 SN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0449.See file dsdata.txt to determine how the superseded data were derived.
 SN0449
 SN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU737175(NAD 83)
 SN0449_MARKER: DB = BENCH MARK DISK
 SN0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0449_STAMPING: M 224 1962
 SN0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0449+STABILITY: SURFACE MOTION
 SN0449
 SN0449  HISTORY     - Date     Condition        Report By
 SN0449  HISTORY     - 1962     MONUMENTED       CGS
 SN0449
 SN0449                          STATION DESCRIPTION
 SN0449
 SN0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0449'1.4 MI SE FROM BERGEN.
 SN0449'ABOUT 1.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0449'STATION AT BERGEN, BETWEEN THE RAILROAD AND THE HIGHWAY, AT THE
 SN0449'JUNCTION OF A GRAVELED ROAD, 97.3 FEET SOUTHWEST OF THE SOUTHWEST
 SN0449'RAIL, 100.2 FEET NORTHEAST OF THE CENTERLINE OF THE JUNCTION OF THE
 SN0449'HIGHWAY AND THE GRAVELED ROAD, 20 FEET SOUTHEAST OF A HIGHWAY MARKER
 SN0449'POST, 2.5 FEET NORTHWEST OF A TELEPHONE POLE, 1.4 FEET SOUTHEAST OF A
 SN0449'WITNESS POST, ABOUT 6 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A
 SN0449'CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0367 ***********************************************************************
 SN0367  DESIGNATION -  M 225
 SN0367  PID         -  SN0367
 SN0367  STATE/COUNTY-  ND/MCHENRY
 SN0367  USGS QUAD   -  KONGSBERG NE (1958)
 SN0367
 SN0367                         *CURRENT SURVEY CONTROL
 SN0367  ___________________________________________________________________
 SN0367* NAD 83(1986)-  47 56 06.     (N)    100 49 20.     (W)     SCALED    
 SN0367* NAVD 88     -       509.232  (meters)    1670.71   (feet)  ADJUSTED  
 SN0367  ___________________________________________________________________
 SN0367  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 SN0367  DYNAMIC HT  -         509.296 (meters)    1670.92  (feet)  COMP
 SN0367  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 SN0367
 SN0367  VERT ORDER  -  SECOND    CLASS 0
 SN0367
 SN0367.The horizontal coordinates were scaled from a topographic map and have
 SN0367.an estimated accuracy of +/- 6 seconds.
 SN0367
 SN0367.The orthometric height was determined by differential leveling
 SN0367.and adjusted by the National Geodetic Survey in June 1991..
 SN0367
 SN0367.The geoid height was determined by GEOID03.
 SN0367
 SN0367.The dynamic height is computed by dividing the NAVD 88
 SN0367.geopotential number by the normal gravity value computed on the
 SN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0367.degrees latitude (g = 980.6199 gals.).
 SN0367
 SN0367.The modeled gravity was interpolated from observed gravity values.
 SN0367
 SN0367;                    North         East    Units  Estimated Accuracy
 SN0367;SPC ND N     -   104,000.      575,930.      MT  (+/- 180 meters Scaled)
 SN0367
 SN0367                          SUPERSEDED SURVEY CONTROL
 SN0367
 SN0367  NGVD 29 (??/??/92)  508.844  (m)         1669.43   (f) ADJ UNCH    2 0
 SN0367
 SN0367.Superseded values are not recommended for survey control.
 SN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0367.See file dsdata.txt to determine how the superseded data were derived.
 SN0367
 SN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU639106(NAD 83)
 SN0367_MARKER: DB = BENCH MARK DISK
 SN0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0367_STAMPING: M 225 1962
 SN0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0367+STABILITY: SURFACE MOTION
 SN0367
 SN0367  HISTORY     - Date     Condition        Report By
 SN0367  HISTORY     - 1962     MONUMENTED       CGS
 SN0367
 SN0367                          STATION DESCRIPTION
 SN0367
 SN0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0367'11.9 MI SW FROM BERGEN.
 SN0367'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0367'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 3 MILE
 SN0367'WEST ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG A GRAVELED ROAD,
 SN0367'AT A GRAVELED ROAD INTERSECTION, 70 FEET SOUTHEAST OF THE CENTER OF
 SN0367'THE INTERSECTION, 55 FEET SOUTH OF THE CENTERLINE OF THE ROAD EAST, 36
 SN0367'FEET EAST OF THE CENTERLINE OF THE ROAD SOUTH, 64 FEET NORTH OF A
 SN0367'POWER POLE, 1.9 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 SN0367'THE ROAD SOUTH, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 SN0367'FOOT.  NOTE-- ABOUT 5.8 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE
 SN0367'CROSSING OF THE MINNEAPOLIS ST PAUL AND SAULT STE MARIE RAILROAD AT
 SN0367'RUSO, THENCE 3.1 MILE EAST ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH
 SN0367'ALONG A GRAVELED ROAD THENCE, 2 MILE EAST ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0404 ***********************************************************************
 TF0404  DESIGNATION -  M 226
 TF0404  PID         -  TF0404
 TF0404  STATE/COUNTY-  ND/MCHENRY
 TF0404  USGS QUAD   -  BERGEN (1957)
 TF0404
 TF0404                         *CURRENT SURVEY CONTROL
 TF0404  ___________________________________________________________________
 TF0404* NAD 83(1986)-  48 05 40.     (N)    100 44 04.     (W)     SCALED    
 TF0404* NAVD 88     -       486.033  (meters)    1594.59   (feet)  ADJUSTED  
 TF0404  ___________________________________________________________________
 TF0404  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0404  DYNAMIC HT  -         486.106 (meters)    1594.83  (feet)  COMP
 TF0404  MODELED GRAV-     980,746.6   (mgal)                       NAVD 88
 TF0404
 TF0404  VERT ORDER  -  SECOND    CLASS 0
 TF0404
 TF0404.The horizontal coordinates were scaled from a topographic map and have
 TF0404.an estimated accuracy of +/- 6 seconds.
 TF0404
 TF0404.The orthometric height was determined by differential leveling
 TF0404.and adjusted by the National Geodetic Survey in June 1991..
 TF0404
 TF0404.The geoid height was determined by GEOID03.
 TF0404
 TF0404.The dynamic height is computed by dividing the NAVD 88
 TF0404.geopotential number by the normal gravity value computed on the
 TF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0404.degrees latitude (g = 980.6199 gals.).
 TF0404
 TF0404.The modeled gravity was interpolated from observed gravity values.
 TF0404
 TF0404;                    North         East    Units  Estimated Accuracy
 TF0404;SPC ND N     -   121,710.      582,540.      MT  (+/- 180 meters Scaled)
 TF0404
 TF0404                          SUPERSEDED SURVEY CONTROL
 TF0404
 TF0404  NGVD 29 (??/??/92)  485.657  (m)         1593.36   (f) ADJ UNCH    2 0
 TF0404
 TF0404.Superseded values are not recommended for survey control.
 TF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0404.See file dsdata.txt to determine how the superseded data were derived.
 TF0404
 TF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU708282(NAD 83)
 TF0404_MARKER: DB = BENCH MARK DISK
 TF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0404_STAMPING: M 226 1962
 TF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0404+STABILITY: SURFACE MOTION
 TF0404
 TF0404  HISTORY     - Date     Condition        Report By
 TF0404  HISTORY     - 1962     MONUMENTED       CGS
 TF0404
 TF0404                          STATION DESCRIPTION
 TF0404
 TF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0404'1.9 MI S FROM VERENDRYE.
 TF0404'ABOUT 1.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0404'RAILROAD STATION AT VERENDRYE, ABOUT 1.1 MILES SOUTH OF A GRAVELED
 TF0404'ROAD INTERSECTION, AT THE JUNCTION OF A DRIVEWAY LEADING EAST TO A
 TF0404'LARGE FIELD, 37.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 18.0 FEET
 TF0404'SOUTH OF THE CENTER OF A WIRE GATE ACROSS THE DRIVEWAY LEADING EAST,
 TF0404'2.0 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 TF0404'ABOUT LEVEL WITH THE DRIVEWAY LEADING EAST, ABOUT 4 FEET BELOW THE
 TF0404'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TF0404'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0114 ***********************************************************************
 SO0114  DESIGNATION -  M 227
 SO0114  PID         -  SO0114
 SO0114  STATE/COUNTY-  ND/MOUNTRAIL
 SO0114  USGS QUAD   -  PARSHALL SW (1967)
 SO0114
 SO0114                         *CURRENT SURVEY CONTROL
 SO0114  ___________________________________________________________________
 SO0114* NAD 83(1986)-  47 51 43.     (N)    102 07 42.     (W)     SCALED    
 SO0114* NAVD 88     -       668.409  (meters)    2192.94   (feet)  ADJUSTED  
 SO0114  ___________________________________________________________________
 SO0114  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0114  DYNAMIC HT  -         668.494 (meters)    2193.22  (feet)  COMP
 SO0114  MODELED GRAV-     980,715.2   (mgal)                       NAVD 88
 SO0114
 SO0114  VERT ORDER  -  SECOND    CLASS 0
 SO0114
 SO0114.The horizontal coordinates were scaled from a topographic map and have
 SO0114.an estimated accuracy of +/- 6 seconds.
 SO0114
 SO0114.The orthometric height was determined by differential leveling
 SO0114.and adjusted by the National Geodetic Survey in June 1991..
 SO0114
 SO0114.The geoid height was determined by GEOID03.
 SO0114
 SO0114.The dynamic height is computed by dividing the NAVD 88
 SO0114.geopotential number by the normal gravity value computed on the
 SO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0114.degrees latitude (g = 980.6199 gals.).
 SO0114
 SO0114.The modeled gravity was interpolated from observed gravity values.
 SO0114
 SO0114;                    North         East    Units  Estimated Accuracy
 SO0114;SPC ND N     -    97,120.      478,180.      MT  (+/- 180 meters Scaled)
 SO0114
 SO0114                          SUPERSEDED SURVEY CONTROL
 SO0114
 SO0114  NGVD 29 (??/??/92)  667.972  (m)         2191.50   (f) ADJ UNCH    2 0
 SO0114
 SO0114.Superseded values are not recommended for survey control.
 SO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0114.See file dsdata.txt to determine how the superseded data were derived.
 SO0114
 SO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP147049(NAD 83)
 SO0114_MARKER: DB = BENCH MARK DISK
 SO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0114_STAMPING: M 227 1962
 SO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0114+STABILITY: SURFACE MOTION
 SO0114
 SO0114  HISTORY     - Date     Condition        Report By
 SO0114  HISTORY     - 1962     MONUMENTED       CGS
 SO0114
 SO0114                          STATION DESCRIPTION
 SO0114
 SO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0114'6.4 MI S FROM PARSHALL.
 SO0114'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0114'PARSHALL, THENCE 6.2 MILES SOUTH ALONG STATE HIGHWAY 37, 94 FEET
 SO0114'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 84 FEET EAST OF THE
 SO0114'CENTERLINE OF THE HIGHWAY, 44 FEET SOUTH OF THE CENTERLINE OF THE
 SO0114'ROAD, 2.0 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A WITNESS
 SO0114'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SO0114'POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0235 ***********************************************************************
 SN0235  DESIGNATION -  M 228
 SN0235  PID         -  SN0235
 SN0235  STATE/COUNTY-  ND/MCLEAN
 SN0235  USGS QUAD   -  RUSO (1981)
 SN0235
 SN0235                         *CURRENT SURVEY CONTROL
 SN0235  ___________________________________________________________________
 SN0235* NAD 83(1986)-  47 49 09.     (N)    100 53 09.     (W)     SCALED    
 SN0235* NAVD 88     -       629.559  (meters)    2065.48   (feet)  ADJUSTED  
 SN0235  ___________________________________________________________________
 SN0235  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 SN0235  DYNAMIC HT  -         629.621 (meters)    2065.68  (feet)  COMP
 SN0235  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SN0235
 SN0235  VERT ORDER  -  SECOND    CLASS 0
 SN0235
 SN0235.The horizontal coordinates were scaled from a topographic map and have
 SN0235.an estimated accuracy of +/- 6 seconds.
 SN0235
 SN0235.The orthometric height was determined by differential leveling
 SN0235.and adjusted by the National Geodetic Survey in June 1991..
 SN0235
 SN0235.The geoid height was determined by GEOID03.
 SN0235
 SN0235.The dynamic height is computed by dividing the NAVD 88
 SN0235.geopotential number by the normal gravity value computed on the
 SN0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0235.degrees latitude (g = 980.6199 gals.).
 SN0235
 SN0235.The modeled gravity was interpolated from observed gravity values.
 SN0235
 SN0235;                    North         East    Units  Estimated Accuracy
 SN0235;SPC ND N     -    91,150.      571,110.      MT  (+/- 180 meters Scaled)
 SN0235
 SN0235                          SUPERSEDED SURVEY CONTROL
 SN0235
 SN0235  NGVD 29 (??/??/92)  629.155  (m)         2064.15   (f) ADJ UNCH    2 0
 SN0235
 SN0235.Superseded values are not recommended for survey control.
 SN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0235.See file dsdata.txt to determine how the superseded data were derived.
 SN0235
 SN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT588979(NAD 83)
 SN0235_MARKER: DB = BENCH MARK DISK
 SN0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0235_STAMPING: M 228 1962
 SN0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0235+STABILITY: SURFACE MOTION
 SN0235
 SN0235  HISTORY     - Date     Condition        Report By
 SN0235  HISTORY     - 1962     MONUMENTED       CGS
 SN0235
 SN0235                          STATION DESCRIPTION
 SN0235
 SN0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0235'3.85 MI SE FROM RUSO.
 SN0235'ABOUT 2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0235'RUSO, THENCE 1.45 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 47.0 FEET
 SN0235'SOUTHEAST OF THE CENTER OF A TRACK ROAD INTERSECTION, 40.0 FEET EAST
 SN0235'OF THE CENTERLINE OF THE GRAVELED ROAD, 23.0 FEET SOUTH OF THE
 SN0235'CENTERLINE OF THE TRACK ROAD, 2.2 FEET NORTH OF A FENCE CORNER, 1.2
 SN0235'FEET WEST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 SN0235'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0181 ***********************************************************************
 SN0181  DESIGNATION -  M 229
 SN0181  PID         -  SN0181
 SN0181  STATE/COUNTY-  ND/MCLEAN
 SN0181  USGS QUAD   -  TURTLE LAKE (1980)
 SN0181
 SN0181                         *CURRENT SURVEY CONTROL
 SN0181  ___________________________________________________________________
 SN0181* NAD 83(1986)-  47 31 22.     (N)    100 53 22.     (W)     SCALED    
 SN0181* NAVD 88     -       571.391  (meters)    1874.64   (feet)  ADJUSTED  
 SN0181  ___________________________________________________________________
 SN0181  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 SN0181  DYNAMIC HT  -         571.446 (meters)    1874.82  (feet)  COMP
 SN0181  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 SN0181
 SN0181  VERT ORDER  -  SECOND    CLASS 0
 SN0181
 SN0181.The horizontal coordinates were scaled from a topographic map and have
 SN0181.an estimated accuracy of +/- 6 seconds.
 SN0181
 SN0181.The orthometric height was determined by differential leveling
 SN0181.and adjusted by the National Geodetic Survey in June 1991..
 SN0181
 SN0181.The geoid height was determined by GEOID03.
 SN0181
 SN0181.The dynamic height is computed by dividing the NAVD 88
 SN0181.geopotential number by the normal gravity value computed on the
 SN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0181.degrees latitude (g = 980.6199 gals.).
 SN0181
 SN0181.The modeled gravity was interpolated from observed gravity values.
 SN0181
 SN0181;                    North         East    Units  Estimated Accuracy
 SN0181;SPC ND N     -    58,200.      570,670.      MT  (+/- 180 meters Scaled)
 SN0181
 SN0181                          SUPERSEDED SURVEY CONTROL
 SN0181
 SN0181  NGVD 29 (??/??/92)  570.978  (m)         1873.28   (f) ADJ UNCH    2 0
 SN0181
 SN0181.Superseded values are not recommended for survey control.
 SN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0181.See file dsdata.txt to determine how the superseded data were derived.
 SN0181
 SN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT577649(NAD 83)
 SN0181_MARKER: DB = BENCH MARK DISK
 SN0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0181_SP_SET: BUILDING
 SN0181_STAMPING: M 229 1962
 SN0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0181
 SN0181  HISTORY     - Date     Condition        Report By
 SN0181  HISTORY     - 1962     MONUMENTED       CGS
 SN0181
 SN0181                          STATION DESCRIPTION
 SN0181
 SN0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0181'IN TURTLE LAKE.
 SN0181'AT TURTLE LAKE, AT THE NORTH END OF MAIN STREET, SET VERTICALLY IN THE
 SN0181'SOUTH CONCRETE FOUNDATION OF THE OFFICE BUILDING FOR THE EQUITY LUMBER
 SN0181'YARD, 1.2 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.7 FOOT
 SN0181'ABOVE THE GROUND, AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0665 ***********************************************************************
 SN0665  DESIGNATION -  M 230
 SN0665  PID         -  SN0665
 SN0665  STATE/COUNTY-  ND/MCLEAN
 SN0665  USGS QUAD   -  GARRISON NE (1981)
 SN0665
 SN0665                         *CURRENT SURVEY CONTROL
 SN0665  ___________________________________________________________________
 SN0665* NAD 83(1986)-  47 41 18.     (N)    101 17 29.     (W)     SCALED    
 SN0665* NAVD 88     -       590.552  (meters)    1937.50   (feet)  ADJUSTED  
 SN0665  ___________________________________________________________________
 SN0665  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SN0665  DYNAMIC HT  -         590.605 (meters)    1937.68  (feet)  COMP
 SN0665  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 SN0665
 SN0665  VERT ORDER  -  SECOND    CLASS 0
 SN0665
 SN0665.The horizontal coordinates were scaled from a topographic map and have
 SN0665.an estimated accuracy of +/- 6 seconds.
 SN0665
 SN0665.The orthometric height was determined by differential leveling
 SN0665.and adjusted by the National Geodetic Survey in June 1991..
 SN0665
 SN0665.The geoid height was determined by GEOID03.
 SN0665
 SN0665.The dynamic height is computed by dividing the NAVD 88
 SN0665.geopotential number by the normal gravity value computed on the
 SN0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0665.degrees latitude (g = 980.6199 gals.).
 SN0665
 SN0665.The modeled gravity was interpolated from observed gravity values.
 SN0665
 SN0665;                    North         East    Units  Estimated Accuracy
 SN0665;SPC ND N     -    76,830.      540,590.      MT  (+/- 180 meters Scaled)
 SN0665
 SN0665                          SUPERSEDED SURVEY CONTROL
 SN0665
 SN0665  NGVD 29 (??/??/92)  590.140  (m)         1936.15   (f) ADJ UNCH    2 0
 SN0665
 SN0665.Superseded values are not recommended for survey control.
 SN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0665.See file dsdata.txt to determine how the superseded data were derived.
 SN0665
 SN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280842(NAD 83)
 SN0665_MARKER: DB = BENCH MARK DISK
 SN0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0665_STAMPING: M 230 1962
 SN0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0665+STABILITY: SURFACE MOTION
 SN0665
 SN0665  HISTORY     - Date     Condition        Report By
 SN0665  HISTORY     - 1962     MONUMENTED       CGS
 SN0665  HISTORY     - 1977     GOOD             NDHD
 SN0665
 SN0665                          STATION DESCRIPTION
 SN0665
 SN0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0665'9.1 MI S FROM MAX.
 SN0665'ABOUT 9.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS
 SN0665'AT MAX, 119.0 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION,
 SN0665'110.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTH OF THE
 SN0665'CENTERLINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A FENCE CORNER, 1.5 FEET
 SN0665'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 SN0665'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0665
 SN0665                          STATION RECOVERY (1977)
 SN0665
 SN0665'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1470 ***********************************************************************
 SN1470  DESIGNATION -  M 230 RESET
 SN1470  PID         -  SN1470
 SN1470  STATE/COUNTY-  ND/MCLEAN
 SN1470  USGS QUAD   -  GARRISON NE (1981)
 SN1470
 SN1470                         *CURRENT SURVEY CONTROL
 SN1470  ___________________________________________________________________
 SN1470* NAD 83(1986)-  47 41 18.     (N)    101 17 29.     (W)     SCALED    
 SN1470* NAVD 88     -       591.54   (meters)    1940.7    (feet)  RESET     
 SN1470  ___________________________________________________________________
 SN1470  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 SN1470
 SN1470  VERT ORDER  -  THIRD
 SN1470
 SN1470.The horizontal coordinates were scaled from a topographic map and have
 SN1470.an estimated accuracy of +/- 6 seconds.
 SN1470
 SN1470.The orthometric height was computed from unverified reset data.
 SN1470.No vertical observational check was made to the station.
 SN1470
 SN1470.The geoid height was determined by GEOID03.
 SN1470
 SN1470;                    North         East    Units  Estimated Accuracy
 SN1470;SPC ND N     -    76,830.      540,590.      MT  (+/- 180 meters Scaled)
 SN1470
 SN1470                          SUPERSEDED SURVEY CONTROL
 SN1470
 SN1470  NGVD 29 (11/04/04)  591.13   (m)         1939.4    (f) RESET       3  
 SN1470
 SN1470.Superseded values are not recommended for survey control.
 SN1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1470.See file dsdata.txt to determine how the superseded data were derived.
 SN1470
 SN1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280842(NAD 83)
 SN1470_MARKER: DB = BENCH MARK DISK
 SN1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 SN1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1470+STABILITY: SURFACE MOTION
 SN1470
 SN1470  HISTORY     - Date     Condition        Report By
 SN1470  HISTORY     - 1981     MONUMENTED       NGS
 SN1470
 SN1470                          STATION DESCRIPTION
 SN1470
 SN1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SN1470'9.2 MILES SOUTH ALONG HIGHWAY 83 FROM THE JUNCTION OF HIGHWAYS 83
 SN1470'AND 53 IN MAX, 101.0 FEET WEST FROM THE CENTER OF THE HIGHWAY,
 SN1470'83.7 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 25.9 FEET
 SN1470'SOUTH OF A POWER POLE.
 SN1470'
 SN1470'A DISK SET INTO THE TOP OF A CONCRETE POST, PROJECTING 4 IN,
 SN1470'5 FEET ABOVE HIGHWAY SURFACE, 1 FOOT SSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0708 ***********************************************************************
 SN0708  DESIGNATION -  M 231
 SN0708  PID         -  SN0708
 SN0708  STATE/COUNTY-  ND/MCLEAN
 SN0708  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0708
 SN0708                         *CURRENT SURVEY CONTROL
 SN0708  ___________________________________________________________________
 SN0708* NAD 83(1986)-  47 41 19.     (N)    101 07 17.     (W)     SCALED    
 SN0708* NAVD 88     -       581.056  (meters)    1906.35   (feet)  ADJUSTED  
 SN0708  ___________________________________________________________________
 SN0708  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 SN0708  DYNAMIC HT  -         581.112 (meters)    1906.53  (feet)  COMP
 SN0708  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 SN0708
 SN0708  VERT ORDER  -  SECOND    CLASS 0
 SN0708
 SN0708.The horizontal coordinates were scaled from a topographic map and have
 SN0708.an estimated accuracy of +/- 6 seconds.
 SN0708
 SN0708.The orthometric height was determined by differential leveling
 SN0708.and adjusted by the National Geodetic Survey in June 1991..
 SN0708
 SN0708.The geoid height was determined by GEOID03.
 SN0708
 SN0708.The dynamic height is computed by dividing the NAVD 88
 SN0708.geopotential number by the normal gravity value computed on the
 SN0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0708.degrees latitude (g = 980.6199 gals.).
 SN0708
 SN0708.The modeled gravity was interpolated from observed gravity values.
 SN0708
 SN0708;                    North         East    Units  Estimated Accuracy
 SN0708;SPC ND N     -    76,750.      553,350.      MT  (+/- 180 meters Scaled)
 SN0708
 SN0708                          SUPERSEDED SURVEY CONTROL
 SN0708
 SN0708  NGVD 29 (??/??/92)  580.654  (m)         1905.03   (f) ADJ UNCH    2 0
 SN0708
 SN0708.Superseded values are not recommended for survey control.
 SN0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0708.See file dsdata.txt to determine how the superseded data were derived.
 SN0708
 SN0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT408838(NAD 83)
 SN0708_MARKER: DB = BENCH MARK DISK
 SN0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0708_STAMPING: M 231 1962
 SN0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0708+STABILITY: SURFACE MOTION
 SN0708
 SN0708  HISTORY     - Date     Condition        Report By
 SN0708  HISTORY     - 1962     MONUMENTED       CGS
 SN0708
 SN0708                          STATION DESCRIPTION
 SN0708
 SN0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0708'11.7 MI SW FROM BENEDICT.
 SN0708'ABOUT 9.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0708'AT BENEDICT, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 46 FEET
 SN0708'SOUTHEAST OF THE CENTER OF A TRACK ROAD INTERSECTION, 40 FEET SOUTH OF
 SN0708'THE CENTERLINE OF THE GRAVELED ROAD, 17 FEET EAST OF THE CENTERLINE OF
 SN0708'A TRACK ROAD, 2.6 FEET WEST OF A FENCE CORNER, 1.3 FEET NORTH OF A
 SN0708'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, AND
 SN0708'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0936 ***********************************************************************
 TF0936  DESIGNATION -  M 232
 TF0936  PID         -  TF0936
 TF0936  STATE/COUNTY-  ND/WARD
 TF0936  USGS QUAD   -  BURLINGTON SE (1979)
 TF0936
 TF0936                         *CURRENT SURVEY CONTROL
 TF0936  ___________________________________________________________________
 TF0936* NAD 83(1986)-  48 15 42.     (N)    101 17 42.     (W)     SCALED    
 TF0936* NAVD 88     -       523.233  (meters)    1716.64   (feet)  ADJUSTED  
 TF0936  ___________________________________________________________________
 TF0936  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 TF0936  DYNAMIC HT  -         523.322 (meters)    1716.93  (feet)  COMP
 TF0936  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 TF0936
 TF0936  VERT ORDER  -  FIRST     CLASS II
 TF0936
 TF0936.This mark is at Minot Airport (MOT)
 TF0936
 TF0936.The horizontal coordinates were scaled from a topographic map and have
 TF0936.an estimated accuracy of +/- 6 seconds.
 TF0936
 TF0936.The orthometric height was determined by differential leveling
 TF0936.and adjusted by the National Geodetic Survey in June 1991..
 TF0936
 TF0936.The geoid height was determined by GEOID03.
 TF0936
 TF0936.The dynamic height is computed by dividing the NAVD 88
 TF0936.geopotential number by the normal gravity value computed on the
 TF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0936.degrees latitude (g = 980.6199 gals.).
 TF0936
 TF0936.The modeled gravity was interpolated from observed gravity values.
 TF0936
 TF0936;                    North         East    Units  Estimated Accuracy
 TF0936;SPC ND N     -   140,580.      540,980.      MT  (+/- 180 meters Scaled)
 TF0936
 TF0936                          SUPERSEDED SURVEY CONTROL
 TF0936
 TF0936  NGVD 29 (??/??/92)  522.866  (m)         1715.44   (f) ADJ UNCH    1 2
 TF0936
 TF0936.Superseded values are not recommended for survey control.
 TF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0936.See file dsdata.txt to determine how the superseded data were derived.
 TF0936
 TF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU296479(NAD 83)
 TF0936_MARKER: DB = BENCH MARK DISK
 TF0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0936_STAMPING: M 232 1962
 TF0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0936+STABILITY: SURFACE MOTION
 TF0936
 TF0936  HISTORY     - Date     Condition        Report By
 TF0936  HISTORY     - 1962     MONUMENTED       CGS
 TF0936  HISTORY     - 1963     GOOD             NGS
 TF0936
 TF0936                          STATION DESCRIPTION
 TF0936
 TF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0936'1.4 MI N FROM MINOT.
 TF0936'1.4 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE FIRST LUTHERAN CHURCH
 TF0936'AT MINOT, 144.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 TF0936'ADMINISTRATION BUILDING AT THE PORT O MINOT AIRPORT, 147.0 FEET EAST
 TF0936'OF THE CENTERLINE OF THE EAST LANE OF THE HIGHWAY, 93.0 FEET SOUTH OF
 TF0936'THE CENTERLINE OF THE DRIVEWAY AT THE ENTRANCE TO THE AIRPORT, 3.0
 TF0936'FEET SOUTH OF A POWER POLE, ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN
 TF0936'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 TF0936
 TF0936                          STATION RECOVERY (1963)
 TF0936
 TF0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0380 ***********************************************************************
 TF0380  DESIGNATION -  M 233
 TF0380  PID         -  TF0380
 TF0380  STATE/COUNTY-  ND/MCHENRY
 TF0380  USGS QUAD   -  KARLSRUHE (1957)
 TF0380
 TF0380                         *CURRENT SURVEY CONTROL
 TF0380  ___________________________________________________________________
 TF0380* NAD 83(1986)-  48 01 20.     (N)    100 36 24.     (W)     SCALED    
 TF0380* NAVD 88     -       498.048  (meters)    1634.01   (feet)  ADJUSTED  
 TF0380  ___________________________________________________________________
 TF0380  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0380  DYNAMIC HT  -         498.121 (meters)    1634.25  (feet)  COMP
 TF0380  MODELED GRAV-     980,743.6   (mgal)                       NAVD 88
 TF0380
 TF0380  VERT ORDER  -  SECOND    CLASS 0
 TF0380
 TF0380.The horizontal coordinates were scaled from a topographic map and have
 TF0380.an estimated accuracy of +/- 6 seconds.
 TF0380
 TF0380.The orthometric height was determined by differential leveling
 TF0380.and adjusted by the National Geodetic Survey in June 1991..
 TF0380
 TF0380.The geoid height was determined by GEOID03.
 TF0380
 TF0380.The dynamic height is computed by dividing the NAVD 88
 TF0380.geopotential number by the normal gravity value computed on the
 TF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0380.degrees latitude (g = 980.6199 gals.).
 TF0380
 TF0380.The modeled gravity was interpolated from observed gravity values.
 TF0380
 TF0380;                    North         East    Units  Estimated Accuracy
 TF0380;SPC ND N     -   113,660.      592,040.      MT  (+/- 180 meters Scaled)
 TF0380
 TF0380                          SUPERSEDED SURVEY CONTROL
 TF0380
 TF0380  NGVD 29 (??/??/92)  497.668  (m)         1632.77   (f) ADJ UNCH    2 0
 TF0380
 TF0380.Superseded values are not recommended for survey control.
 TF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0380.See file dsdata.txt to determine how the superseded data were derived.
 TF0380
 TF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU802200(NAD 83)
 TF0380_MARKER: DB = BENCH MARK DISK
 TF0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0380_STAMPING: M 233 1962
 TF0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0380+STABILITY: SURFACE MOTION
 TF0380
 TF0380  HISTORY     - Date     Condition        Report By
 TF0380  HISTORY     - 1962     MONUMENTED       CGS
 TF0380
 TF0380                          STATION DESCRIPTION
 TF0380
 TF0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0380'7.6 MI NE FROM BERGEN.
 TF0380'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 TF0380'STATION AT BERGEN, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD,
 TF0380'THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE WEST OF
 TF0380'THE T-JUNCTION OF A GRAVELED ROAD LEADING NORTH, 53 FEET SOUTHEAST OF
 TF0380'THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 41 FEET
 TF0380'EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 36.5 FEET SOUTH OF
 TF0380'THE CENTERLINE OF THE ROAD LEADING EAST, 2.5 FEET EAST OF A POWER POLE
 TF0380'AND IN LINE WITH A ROW OF POLES, 1.4 FEET WEST OF A METAL WITNESS
 TF0380'POST, ABOUT LEVEL WITH THE ROAD LEADING EAST, AND SET IN THE TOP OF A
 TF0380'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1330 ***********************************************************************
 SN1330  DESIGNATION -  M 234
 SN1330  PID         -  SN1330
 SN1330  STATE/COUNTY-  ND/WARD
 SN1330  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1330
 SN1330                         *CURRENT SURVEY CONTROL
 SN1330  ___________________________________________________________________
 SN1330* NAD 83(1986)-  47 51 44.     (N)    101 33 53.     (W)     SCALED    
 SN1330* NAVD 88     -       644.301  (meters)    2113.84   (feet)  ADJUSTED  
 SN1330  ___________________________________________________________________
 SN1330  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 SN1330  DYNAMIC HT  -         644.377 (meters)    2114.09  (feet)  COMP
 SN1330  MODELED GRAV-     980,709.2   (mgal)                       NAVD 88
 SN1330
 SN1330  VERT ORDER  -  SECOND    CLASS 0
 SN1330
 SN1330.The horizontal coordinates were scaled from a topographic map and have
 SN1330.an estimated accuracy of +/- 6 seconds.
 SN1330
 SN1330.The orthometric height was determined by differential leveling
 SN1330.and adjusted by the National Geodetic Survey in June 1991..
 SN1330
 SN1330.The geoid height was determined by GEOID03.
 SN1330
 SN1330.The dynamic height is computed by dividing the NAVD 88
 SN1330.geopotential number by the normal gravity value computed on the
 SN1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1330.degrees latitude (g = 980.6199 gals.).
 SN1330
 SN1330.The modeled gravity was interpolated from observed gravity values.
 SN1330
 SN1330;                    North         East    Units  Estimated Accuracy
 SN1330;SPC ND N     -    96,410.      520,340.      MT  (+/- 180 meters Scaled)
 SN1330
 SN1330                          SUPERSEDED SURVEY CONTROL
 SN1330
 SN1330  NGVD 29 (??/??/92)  643.896  (m)         2112.52   (f) ADJ UNCH    2 0
 SN1330
 SN1330.Superseded values are not recommended for survey control.
 SN1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1330.See file dsdata.txt to determine how the superseded data were derived.
 SN1330
 SN1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU081041(NAD 83)
 SN1330_MARKER: DB = BENCH MARK DISK
 SN1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1330_STAMPING: M 234 1962
 SN1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1330+STABILITY: SURFACE MOTION
 SN1330
 SN1330  HISTORY     - Date     Condition        Report By
 SN1330  HISTORY     - 1962     MONUMENTED       CGS
 SN1330
 SN1330                          STATION DESCRIPTION
 SN1330
 SN1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1330'2.8 MI W FROM DOUGLAS.
 SN1330'ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1330'AT DOUGLAS, ABOUT 0.6 MILE WEST OF A GRAVELED ROAD INTERSECTION, 46
 SN1330'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 SN1330'NORTH TO A HOUSE, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY 19
 SN1330'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 3 FEET EAST OF THE EAST
 SN1330'END OF AN 18-INCH PIPE CULVERT UNDER THE DRIVEWAY, 2 FEET SOUTH OF A
 SN1330'FENCE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 SN1330'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1330'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0289 ***********************************************************************
 SN0289  DESIGNATION -  M 235
 SN0289  PID         -  SN0289
 SN0289  STATE/COUNTY-  ND/MCLEAN
 SN0289  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0289
 SN0289                         *CURRENT SURVEY CONTROL
 SN0289  ___________________________________________________________________
 SN0289* NAD 83(1986)-  47 40 27.     (N)    100 59 37.     (W)     SCALED    
 SN0289* NAVD 88     -       581.301  (meters)    1907.15   (feet)  ADJUSTED  
 SN0289  ___________________________________________________________________
 SN0289  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 SN0289  DYNAMIC HT  -         581.358 (meters)    1907.34  (feet)  COMP
 SN0289  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 SN0289
 SN0289  VERT ORDER  -  SECOND    CLASS 0
 SN0289
 SN0289.The horizontal coordinates were scaled from a topographic map and have
 SN0289.an estimated accuracy of +/- 6 seconds.
 SN0289
 SN0289.The orthometric height was determined by differential leveling
 SN0289.and adjusted by the National Geodetic Survey in June 1991..
 SN0289
 SN0289.The geoid height was determined by GEOID03.
 SN0289
 SN0289.The dynamic height is computed by dividing the NAVD 88
 SN0289.geopotential number by the normal gravity value computed on the
 SN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0289.degrees latitude (g = 980.6199 gals.).
 SN0289
 SN0289.The modeled gravity was interpolated from observed gravity values.
 SN0289
 SN0289;                    North         East    Units  Estimated Accuracy
 SN0289;SPC ND N     -    75,070.      562,930.      MT  (+/- 180 meters Scaled)
 SN0289
 SN0289                          SUPERSEDED SURVEY CONTROL
 SN0289
 SN0289  NGVD 29 (??/??/92)  580.900  (m)         1905.84   (f) ADJ UNCH    2 0
 SN0289
 SN0289.Superseded values are not recommended for survey control.
 SN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0289.See file dsdata.txt to determine how the superseded data were derived.
 SN0289
 SN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT503820(NAD 83)
 SN0289_MARKER: DB = BENCH MARK DISK
 SN0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0289_STAMPING: M 235 1962
 SN0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0289+STABILITY: SURFACE MOTION
 SN0289
 SN0289  HISTORY     - Date     Condition        Report By
 SN0289  HISTORY     - 1962     MONUMENTED       CGS
 SN0289
 SN0289                          STATION DESCRIPTION
 SN0289
 SN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0289'14.8 MI SE FROM BENEDICT.
 SN0289'ABOUT 7.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0289'AT BENEDICT, THENCE 4.0 MILES EAST ALONG A DIRT ROAD, THENCE 3.0 MILES
 SN0289'SOUTH ALONG A GRADED ROAD, 70 FEET SOUTHWEST OF THE CENTER OF THE
 SN0289'T-JUNCTION OF AN EAST-WEST ROAD, 49 FEET SOUTH OF THE CENTERLINE OF
 SN0289'THE EAST-WEST ROAD, 49 FEET WEST OF THE EXTENDED CENTERLINE OF THE
 SN0289'ROAD LEADING NORTH, 3.0 FEET SOUTH OF A TELEPHONE POLE WITH TWO GUY
 SN0289'WIRES, 2.0 FEET WEST OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 SN0289'OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN0289'PROJECTING 0.5 FOOT.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 SN0289'0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0289'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.0
 SN0289'MILES WEST ALONG A GRAVELED ROAD, THENCE 4.0 MILES NORTH ALONG A TRACK
 SN0289'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1223 ***********************************************************************
 SN1223  DESIGNATION -  M 236
 SN1223  PID         -  SN1223
 SN1223  STATE/COUNTY-  ND/MCLEAN
 SN1223  USGS QUAD   -  EMMET NE (1956)
 SN1223
 SN1223                         *CURRENT SURVEY CONTROL
 SN1223  ___________________________________________________________________
 SN1223* NAD 83(1986)-  47 41 19.     (N)    101 31 44.     (W)     SCALED    
 SN1223* NAVD 88     -       606.566  (meters)    1990.04   (feet)  ADJUSTED  
 SN1223  ___________________________________________________________________
 SN1223  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 SN1223  DYNAMIC HT  -         606.625 (meters)    1990.24  (feet)  COMP
 SN1223  MODELED GRAV-     980,689.4   (mgal)                       NAVD 88
 SN1223
 SN1223  VERT ORDER  -  SECOND    CLASS 0
 SN1223
 SN1223.The horizontal coordinates were scaled from a topographic map and have
 SN1223.an estimated accuracy of +/- 6 seconds.
 SN1223
 SN1223.The orthometric height was determined by differential leveling
 SN1223.and adjusted by the National Geodetic Survey in June 1991..
 SN1223
 SN1223.The geoid height was determined by GEOID03.
 SN1223
 SN1223.The dynamic height is computed by dividing the NAVD 88
 SN1223.geopotential number by the normal gravity value computed on the
 SN1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1223.degrees latitude (g = 980.6199 gals.).
 SN1223
 SN1223.The modeled gravity was interpolated from observed gravity values.
 SN1223
 SN1223;                    North         East    Units  Estimated Accuracy
 SN1223;SPC ND N     -    77,080.      522,760.      MT  (+/- 180 meters Scaled)
 SN1223
 SN1223                          SUPERSEDED SURVEY CONTROL
 SN1223
 SN1223  NGVD 29 (??/??/92)  606.160  (m)         1988.71   (f) ADJ UNCH    2 0
 SN1223
 SN1223.Superseded values are not recommended for survey control.
 SN1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1223.See file dsdata.txt to determine how the superseded data were derived.
 SN1223
 SN1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT102847(NAD 83)
 SN1223_MARKER: DB = BENCH MARK DISK
 SN1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1223_STAMPING: M 236 1962
 SN1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1223+STABILITY: SURFACE MOTION
 SN1223
 SN1223  HISTORY     - Date     Condition        Report By
 SN1223  HISTORY     - 1962     MONUMENTED       CGS
 SN1223
 SN1223                          STATION DESCRIPTION
 SN1223
 SN1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1223'8.9 MI NW FROM GARRISON.
 SN1223'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1223'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 3.0
 SN1223'MILES NORTH ALONG A GRAVELED ROAD, 77 FEET NORTHEAST OF THE CENTER OF
 SN1223'THE INTERSECTION OF AN EAST-WEST ROAD, 63 FEET EAST OF THE CENTERLINE
 SN1223'OF THE NORTH-SOUTH ROAD, 48 FEET NORTH OF THE CENTERLINE OF THE
 SN1223'EAST-WEST ROAD, 3.7 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE,
 SN1223'2.0 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SN1223'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN1223'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1390 ***********************************************************************
 SN1390  DESIGNATION -  M 237
 SN1390  PID         -  SN1390
 SN1390  STATE/COUNTY-  ND/WARD
 SN1390  USGS QUAD   -  MAKOTI (1980)
 SN1390
 SN1390                         *CURRENT SURVEY CONTROL
 SN1390  ___________________________________________________________________
 SN1390* NAD 83(1986)-  47 56 56.     (N)    101 48 27.     (W)     SCALED    
 SN1390* NAVD 88     -       637.147  (meters)    2090.37   (feet)  ADJUSTED  
 SN1390  ___________________________________________________________________
 SN1390  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 SN1390  DYNAMIC HT  -         637.232 (meters)    2090.65  (feet)  COMP
 SN1390  MODELED GRAV-     980,722.8   (mgal)                       NAVD 88
 SN1390
 SN1390  VERT ORDER  -  SECOND    CLASS 0
 SN1390
 SN1390.The horizontal coordinates were scaled from a topographic map and have
 SN1390.an estimated accuracy of +/- 6 seconds.
 SN1390
 SN1390.The orthometric height was determined by differential leveling
 SN1390.and adjusted by the National Geodetic Survey in June 1991..
 SN1390
 SN1390.The geoid height was determined by GEOID03.
 SN1390
 SN1390.The dynamic height is computed by dividing the NAVD 88
 SN1390.geopotential number by the normal gravity value computed on the
 SN1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1390.degrees latitude (g = 980.6199 gals.).
 SN1390
 SN1390.The modeled gravity was interpolated from observed gravity values.
 SN1390
 SN1390;                    North         East    Units  Estimated Accuracy
 SN1390;SPC ND N     -   106,330.      502,340.      MT  (+/- 180 meters Scaled)
 SN1390
 SN1390                          SUPERSEDED SURVEY CONTROL
 SN1390
 SN1390  NGVD 29 (??/??/92)  636.729  (m)         2089.00   (f) ADJ UNCH    2 0
 SN1390
 SN1390.Superseded values are not recommended for survey control.
 SN1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1390.See file dsdata.txt to determine how the superseded data were derived.
 SN1390
 SN1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU903144(NAD 83)
 SN1390_MARKER: DB = BENCH MARK DISK
 SN1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1390_STAMPING: M 237 1962
 SN1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1390+STABILITY: SURFACE MOTION
 SN1390
 SN1390  HISTORY     - Date     Condition        Report By
 SN1390  HISTORY     - 1962     MONUMENTED       CGS
 SN1390
 SN1390                          STATION DESCRIPTION
 SN1390
 SN1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1390'1.05 MI SW FROM MAKOTI.
 SN1390'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1390'AT MAKOTI, THENCE 0.85 MILE SOUTH ALONG A GRAVELED ROAD, 93 FEET
 SN1390'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 78 FEET EAST OF THE
 SN1390'CENTERLINE OF THE NORTH-SOUTH ROAD, 44 FEET NORTH OF THE CENTERLINE OF
 SN1390'THE EAST-WEST ROAD, 3.0 FEET EAST OF A POWER POLE BRACED BY THREE GUY
 SN1390'WIRES, 1.4 FEET WEST OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SN1390'OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1390'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0596 ***********************************************************************
 TG0596  DESIGNATION -  M 238
 TG0596  PID         -  TG0596
 TG0596  STATE/COUNTY-  ND/MOUNTRAIL
 TG0596  USGS QUAD   -  PALERMO (1981)
 TG0596
 TG0596                         *CURRENT SURVEY CONTROL
 TG0596  ___________________________________________________________________
 TG0596* NAD 83(1986)-  48 22 17.     (N)    102 13 21.     (W)     SCALED    
 TG0596* NAVD 88     -       695.396  (meters)    2281.48   (feet)  ADJUSTED  
 TG0596  ___________________________________________________________________
 TG0596  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG0596  DYNAMIC HT  -         695.510 (meters)    2281.85  (feet)  COMP
 TG0596  MODELED GRAV-     980,751.3   (mgal)                       NAVD 88
 TG0596
 TG0596  VERT ORDER  -  SECOND    CLASS 0
 TG0596
 TG0596.The horizontal coordinates were scaled from a topographic map and have
 TG0596.an estimated accuracy of +/- 6 seconds.
 TG0596
 TG0596.The orthometric height was determined by differential leveling
 TG0596.and adjusted by the National Geodetic Survey in June 1991..
 TG0596
 TG0596.The geoid height was determined by GEOID03.
 TG0596
 TG0596.The dynamic height is computed by dividing the NAVD 88
 TG0596.geopotential number by the normal gravity value computed on the
 TG0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0596.degrees latitude (g = 980.6199 gals.).
 TG0596
 TG0596.The modeled gravity was interpolated from observed gravity values.
 TG0596
 TG0596;                    North         East    Units  Estimated Accuracy
 TG0596;SPC ND N     -   153,900.      472,400.      MT  (+/- 180 meters Scaled)
 TG0596
 TG0596                          SUPERSEDED SURVEY CONTROL
 TG0596
 TG0596  NGVD 29 (??/??/92)  694.949  (m)         2280.01   (f) ADJ UNCH    2 0
 TG0596
 TG0596.Superseded values are not recommended for survey control.
 TG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0596.See file dsdata.txt to determine how the superseded data were derived.
 TG0596
 TG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP056613(NAD 83)
 TG0596_MARKER: DB = BENCH MARK DISK
 TG0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0596_STAMPING: M 238 1963
 TG0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0596+STABILITY: SURFACE MOTION
 TG0596
 TG0596  HISTORY     - Date     Condition        Report By
 TG0596  HISTORY     - 1963     MONUMENTED       CGS
 TG0596  HISTORY     - 1981     GOOD             NGS
 TG0596
 TG0596                          STATION DESCRIPTION
 TG0596
 TG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0596'2.1 MI N FROM PALERMO.
 TG0596'ABOUT 2.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0596'HIGHWAY 2 AT PALERMO, 255 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 TG0596'ROAD INTERSECTION, 97 FEET EAST OF THE CENTERLINE OF THE ROAD, 103
 TG0596'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 2.5 FEET
 TG0596'NORTHWEST OF A POWER POLE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST,
 TG0596'ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, ABOUT 25 FEET BELOW THE LEVEL
 TG0596'OF THE INTERSECTION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0596'4 INCHES, S 2, R 89 W, T 156 N.
 TG0596
 TG0596                          STATION RECOVERY (1981)
 TG0596
 TG0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1296 ***********************************************************************
 SN1296  DESIGNATION -  M 239
 SN1296  PID         -  SN1296
 SN1296  STATE/COUNTY-  ND/WARD
 SN1296  USGS QUAD   -  RYDER (1981)
 SN1296
 SN1296                         *CURRENT SURVEY CONTROL
 SN1296  ___________________________________________________________________
 SN1296* NAD 83(1986)-  47 53 58.     (N)    101 40 43.     (W)     SCALED    
 SN1296* NAVD 88     -       644.188  (meters)    2113.47   (feet)  ADJUSTED  
 SN1296  ___________________________________________________________________
 SN1296  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1296  DYNAMIC HT  -         644.268 (meters)    2113.74  (feet)  COMP
 SN1296  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 SN1296
 SN1296  VERT ORDER  -  SECOND    CLASS 0
 SN1296
 SN1296.The horizontal coordinates were scaled from a topographic map and have
 SN1296.an estimated accuracy of +/- 6 seconds.
 SN1296
 SN1296.The orthometric height was determined by differential leveling
 SN1296.and adjusted by the National Geodetic Survey in June 1991..
 SN1296
 SN1296.The geoid height was determined by GEOID03.
 SN1296
 SN1296.The dynamic height is computed by dividing the NAVD 88
 SN1296.geopotential number by the normal gravity value computed on the
 SN1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1296.degrees latitude (g = 980.6199 gals.).
 SN1296
 SN1296.The modeled gravity was interpolated from observed gravity values.
 SN1296
 SN1296;                    North         East    Units  Estimated Accuracy
 SN1296;SPC ND N     -   100,680.      511,880.      MT  (+/- 180 meters Scaled)
 SN1296
 SN1296                          SUPERSEDED SURVEY CONTROL
 SN1296
 SN1296  NGVD 29 (??/??/92)  643.778  (m)         2112.13   (f) ADJ UNCH    2 0
 SN1296
 SN1296.Superseded values are not recommended for survey control.
 SN1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1296.See file dsdata.txt to determine how the superseded data were derived.
 SN1296
 SN1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU998085(NAD 83)
 SN1296_MARKER: DB = BENCH MARK DISK
 SN1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1296_STAMPING: M 239 1962
 SN1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1296+STABILITY: SURFACE MOTION
 SN1296
 SN1296  HISTORY     - Date     Condition        Report By
 SN1296  HISTORY     - 1962     MONUMENTED       CGS
 SN1296
 SN1296                          STATION DESCRIPTION
 SN1296
 SN1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1296'1.1 MI S FROM RYDER.
 SN1296'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1296'CROSSING AT RYDER, 106 FEET SOUTHEAST OF THE CENTER OF THE
 SN1296'INTERSECTION OF A DIRT DRIVEWAY LEADING TO A FIELD, 100 FEET EAST OF
 SN1296'THE CENTERLINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTERLINE OF THE
 SN1296'DRIVEWAY, 53 FEET EAST OF A PIPE CULVERT, 2 FEET WEST OF A FENCE, 1.1
 SN1296'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 SN1296'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 SN1296'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0652 ***********************************************************************
 TG0652  DESIGNATION -  M 240
 TG0652  PID         -  TG0652
 TG0652  STATE/COUNTY-  ND/MOUNTRAIL
 TG0652  USGS QUAD   -  PALERMO NW (1981)
 TG0652
 TG0652                         *CURRENT SURVEY CONTROL
 TG0652  ___________________________________________________________________
 TG0652* NAD 83(1986)-  48 26 42.     (N)    102 10 08.     (W)     SCALED    
 TG0652* NAVD 88     -       680.375  (meters)    2232.20   (feet)  ADJUSTED  
 TG0652  ___________________________________________________________________
 TG0652  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0652  DYNAMIC HT  -         680.488 (meters)    2232.57  (feet)  COMP
 TG0652  MODELED GRAV-     980,754.3   (mgal)                       NAVD 88
 TG0652
 TG0652  VERT ORDER  -  SECOND    CLASS 0
 TG0652
 TG0652.The horizontal coordinates were scaled from a topographic map and have
 TG0652.an estimated accuracy of +/- 6 seconds.
 TG0652
 TG0652.The orthometric height was determined by differential leveling
 TG0652.and adjusted by the National Geodetic Survey in June 1991..
 TG0652
 TG0652.The geoid height was determined by GEOID03.
 TG0652
 TG0652.The dynamic height is computed by dividing the NAVD 88
 TG0652.geopotential number by the normal gravity value computed on the
 TG0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0652.degrees latitude (g = 980.6199 gals.).
 TG0652
 TG0652.The modeled gravity was interpolated from observed gravity values.
 TG0652
 TG0652;                    North         East    Units  Estimated Accuracy
 TG0652;SPC ND N     -   162,000.      476,550.      MT  (+/- 180 meters Scaled)
 TG0652
 TG0652                          SUPERSEDED SURVEY CONTROL
 TG0652
 TG0652  NGVD 29 (??/??/92)  679.947  (m)         2230.79   (f) ADJ UNCH    2 0
 TG0652
 TG0652.Superseded values are not recommended for survey control.
 TG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0652.See file dsdata.txt to determine how the superseded data were derived.
 TG0652
 TG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP093696(NAD 83)
 TG0652_MARKER: DB = BENCH MARK DISK
 TG0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0652_STAMPING: M 240 1963
 TG0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0652+STABILITY: SURFACE MOTION
 TG0652
 TG0652  HISTORY     - Date     Condition        Report By
 TG0652  HISTORY     - 1963     MONUMENTED       CGS
 TG0652
 TG0652                          STATION DESCRIPTION
 TG0652
 TG0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0652'14.4 MI SW FROM COULEE.
 TG0652'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0652'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0652'ROAD, THENCE 5.8 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0652'THENCE 1.3 MILES WEST ALONG A TRACK ROAD, ON THE OUTSIDE AND AT THE
 TG0652'EAST END OF A SHARP CURVE IN THE ROAD, 39 FEET NORTHEAST OF THE NORTH
 TG0652'CORNER OF A CATTLE GUARD, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TG0652'2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 TG0652'1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0652'POST PROJECTING 3 INCHES, S 5, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0417 ***********************************************************************
 TG0417  DESIGNATION -  M 241
 TG0417  PID         -  TG0417
 TG0417  STATE/COUNTY-  ND/MOUNTRAIL
 TG0417  USGS QUAD   -  BLAISDELL (1981)
 TG0417
 TG0417                         *CURRENT SURVEY CONTROL
 TG0417  ___________________________________________________________________
 TG0417* NAD 83(1986)-  48 20 11.     (N)    102 02 58.     (W)     SCALED    
 TG0417* NAVD 88     -       684.818  (meters)    2246.77   (feet)  ADJUSTED  
 TG0417  ___________________________________________________________________
 TG0417  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 TG0417  DYNAMIC HT  -         684.927 (meters)    2247.13  (feet)  COMP
 TG0417  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 TG0417
 TG0417  VERT ORDER  -  FIRST     CLASS II
 TG0417
 TG0417.The horizontal coordinates were scaled from a topographic map and have
 TG0417.an estimated accuracy of +/- 6 seconds.
 TG0417
 TG0417.The orthometric height was determined by differential leveling
 TG0417.and adjusted by the National Geodetic Survey in June 1991..
 TG0417
 TG0417.The geoid height was determined by GEOID03.
 TG0417
 TG0417.The dynamic height is computed by dividing the NAVD 88
 TG0417.geopotential number by the normal gravity value computed on the
 TG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0417.degrees latitude (g = 980.6199 gals.).
 TG0417
 TG0417.The modeled gravity was interpolated from observed gravity values.
 TG0417
 TG0417;                    North         East    Units  Estimated Accuracy
 TG0417;SPC ND N     -   149,740.      485,140.      MT  (+/- 180 meters Scaled)
 TG0417
 TG0417                          SUPERSEDED SURVEY CONTROL
 TG0417
 TG0417  NGVD 29 (??/??/92)  684.375  (m)         2245.32   (f) ADJ UNCH    1 2
 TG0417
 TG0417.Superseded values are not recommended for survey control.
 TG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0417.See file dsdata.txt to determine how the superseded data were derived.
 TG0417
 TG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP186578(NAD 83)
 TG0417_MARKER: DB = BENCH MARK DISK
 TG0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0417_STAMPING: M 241 1963
 TG0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0417+STABILITY: SURFACE MOTION
 TG0417
 TG0417  HISTORY     - Date     Condition        Report By
 TG0417  HISTORY     - 1963     MONUMENTED       CGS
 TG0417
 TG0417                          STATION DESCRIPTION
 TG0417
 TG0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0417'1.4 MI E FROM BLAISDELL.
 TG0417'ABOUT 1.4 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0417'AT BLAISDELL, ABOUT 0.15 MILE EAST OF THE EAST END OF A CURVE IN THE
 TG0417'TRACK, 95.5 FEET NORTHWEST OF MILEPOST 38, 92.0 FEET NORTHEAST OF THE
 TG0417'FIRST TELEGRAPH POLE WEST OF THE MILEPOST, 85.4 FEET NORTH OF THE
 TG0417'NORTH RAIL OF THE MORE NORTHERLY OF TWO TRACKS, NEAR THE SOUTH EDGE OF
 TG0417'A NARROW STRIP OF SMALL TREES, 1.3 FEET EAST OF A METAL WITNESS POST,
 TG0417'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TG0417'CONCRETE POST PROJECTING 4 INCHES, S 18, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0045 ***********************************************************************
 SO0045  DESIGNATION -  M 242
 SO0045  PID         -  SO0045
 SO0045  STATE/COUNTY-  ND/MOUNTRAIL
 SO0045  USGS QUAD   -  NEW TOWN (1981)
 SO0045
 SO0045                         *CURRENT SURVEY CONTROL
 SO0045  ___________________________________________________________________
 SO0045* NAD 83(1986)-  47 58 39.     (N)    102 25 37.     (W)     SCALED    
 SO0045* NAVD 88     -       595.815  (meters)    1954.77   (feet)  ADJUSTED  
 SO0045  ___________________________________________________________________
 SO0045  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 SO0045  DYNAMIC HT  -         595.898 (meters)    1955.04  (feet)  COMP
 SO0045  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 SO0045
 SO0045  VERT ORDER  -  SECOND    CLASS 0
 SO0045
 SO0045.The horizontal coordinates were scaled from a topographic map and have
 SO0045.an estimated accuracy of +/- 6 seconds.
 SO0045
 SO0045.The orthometric height was determined by differential leveling
 SO0045.and adjusted by the National Geodetic Survey in June 1991..
 SO0045
 SO0045.The geoid height was determined by GEOID03.
 SO0045
 SO0045.The dynamic height is computed by dividing the NAVD 88
 SO0045.geopotential number by the normal gravity value computed on the
 SO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0045.degrees latitude (g = 980.6199 gals.).
 SO0045
 SO0045.The modeled gravity was interpolated from observed gravity values.
 SO0045
 SO0045;                    North         East    Units  Estimated Accuracy
 SO0045;SPC ND N     -   110,480.      456,160.      MT  (+/- 180 meters Scaled)
 SO0045
 SO0045                          SUPERSEDED SURVEY CONTROL
 SO0045
 SO0045  NGVD 29 (??/??/92)  595.366  (m)         1953.30   (f) ADJ UNCH    2 0
 SO0045
 SO0045.Superseded values are not recommended for survey control.
 SO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0045.See file dsdata.txt to determine how the superseded data were derived.
 SO0045
 SO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP920170(NAD 83)
 SO0045_MARKER: DB = BENCH MARK DISK
 SO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0045_STAMPING: M 242 1963
 SO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0045+STABILITY: SURFACE MOTION
 SO0045
 SO0045  HISTORY     - Date     Condition        Report By
 SO0045  HISTORY     - 1963     MONUMENTED       CGS
 SO0045
 SO0045                          STATION DESCRIPTION
 SO0045
 SO0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0045'2.9 MI E FROM NEW TOWN.
 SO0045'ABOUT 2.9 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0045'NEW TOWN, ABOUT 0.1 MILE EAST OF THE QUANCIT HUT OFFICE BUILDING WHICH
 SO0045'IS LOCATED AT BILLS AUTO PARTS, 101.5 FEET SOUTH OF THE CENTERLINE OF
 SO0045'THE HIGHWAY, 3.0 FEET EAST OF THE THIRD TELEPHONE POLE EAST OF THE
 SO0045'OFFICE BUILDING, IN LINE WITH A ROW OF POLES, 1.2 FEET WEST OF A METAL
 SO0045'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SO0045'CONCRETE POST PROJECTING 5 INCHES.  S 23, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0286 ***********************************************************************
 SO0286  DESIGNATION -  M 243
 SO0286  PID         -  SO0286
 SO0286  STATE/COUNTY-  ND/MOUNTRAIL
 SO0286  USGS QUAD   -  PARSHALL (1981)
 SO0286
 SO0286                         *CURRENT SURVEY CONTROL
 SO0286  ___________________________________________________________________
 SO0286* NAD 83(1986)-  47 58 40.     (N)    102 07 42.     (W)     SCALED    
 SO0286* NAVD 88     -       641.323  (meters)    2104.07   (feet)  ADJUSTED  
 SO0286  ___________________________________________________________________
 SO0286  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 SO0286  DYNAMIC HT  -         641.420 (meters)    2104.39  (feet)  COMP
 SO0286  MODELED GRAV-     980,741.5   (mgal)                       NAVD 88
 SO0286
 SO0286  VERT ORDER  -  SECOND    CLASS 0
 SO0286
 SO0286.The horizontal coordinates were scaled from a topographic map and have
 SO0286.an estimated accuracy of +/- 6 seconds.
 SO0286
 SO0286.The orthometric height was determined by differential leveling
 SO0286.and adjusted by the National Geodetic Survey in June 1991..
 SO0286
 SO0286.The geoid height was determined by GEOID03.
 SO0286
 SO0286.The dynamic height is computed by dividing the NAVD 88
 SO0286.geopotential number by the normal gravity value computed on the
 SO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0286.degrees latitude (g = 980.6199 gals.).
 SO0286
 SO0286.The modeled gravity was interpolated from observed gravity values.
 SO0286
 SO0286;                    North         East    Units  Estimated Accuracy
 SO0286;SPC ND N     -   110,000.      478,450.      MT  (+/- 180 meters Scaled)
 SO0286
 SO0286                          SUPERSEDED SURVEY CONTROL
 SO0286
 SO0286  NGVD 29 (??/??/92)  640.897  (m)         2102.68   (f) ADJ UNCH    2 0
 SO0286
 SO0286.Superseded values are not recommended for survey control.
 SO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0286.See file dsdata.txt to determine how the superseded data were derived.
 SO0286
 SO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP142178(NAD 83)
 SO0286_MARKER: DB = BENCH MARK DISK
 SO0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0286_STAMPING: M 243 1963
 SO0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0286+STABILITY: SURFACE MOTION
 SO0286
 SO0286  HISTORY     - Date     Condition        Report By
 SO0286  HISTORY     - 1963     MONUMENTED       CGS
 SO0286
 SO0286                          STATION DESCRIPTION
 SO0286
 SO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0286'2.1 MI N FROM PARSHALL.
 SO0286'0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0286'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, 118.0 FEET
 SO0286'NORTHEAST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 23, 105.0
 SO0286'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 23, 54.0 FEET EAST OF
 SO0286'THE CENTERLINE OF A GRAVELED COUNTY ROAD LEADING NORTH, 3.6 FEET SOUTH
 SO0286'OF A POWER POLE BRACED BY A GUY WIRE, 1.6 FEET WEST OF A METAL WITNESS
 SO0286'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 SO0286'OF A CONCRETE POST PROJECTING 0.6 FOOT, S 18, R 89 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1410 ***********************************************************************
 SN1410  DESIGNATION -  M 244
 SN1410  PID         -  SN1410
 SN1410  STATE/COUNTY-  ND/WARD
 SN1410  USGS QUAD   -  MAKOTI (1980)
 SN1410
 SN1410                         *CURRENT SURVEY CONTROL
 SN1410  ___________________________________________________________________
 SN1410* NAD 83(1986)-  47 59 33.     (N)    101 47 11.     (W)     SCALED    
 SN1410* NAVD 88     -       632.101  (meters)    2073.82   (feet)  ADJUSTED  
 SN1410  ___________________________________________________________________
 SN1410  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 SN1410  DYNAMIC HT  -         632.189 (meters)    2074.11  (feet)  COMP
 SN1410  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SN1410
 SN1410  VERT ORDER  -  SECOND    CLASS 0
 SN1410
 SN1410.The horizontal coordinates were scaled from a topographic map and have
 SN1410.an estimated accuracy of +/- 6 seconds.
 SN1410
 SN1410.The orthometric height was determined by differential leveling
 SN1410.and adjusted by the National Geodetic Survey in June 1991..
 SN1410
 SN1410.The geoid height was determined by GEOID03.
 SN1410
 SN1410.The dynamic height is computed by dividing the NAVD 88
 SN1410.geopotential number by the normal gravity value computed on the
 SN1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1410.degrees latitude (g = 980.6199 gals.).
 SN1410
 SN1410.The modeled gravity was interpolated from observed gravity values.
 SN1410
 SN1410;                    North         East    Units  Estimated Accuracy
 SN1410;SPC ND N     -   111,150.      504,000.      MT  (+/- 180 meters Scaled)
 SN1410
 SN1410                          SUPERSEDED SURVEY CONTROL
 SN1410
 SN1410  NGVD 29 (??/??/92)  631.684  (m)         2072.45   (f) ADJ UNCH    2 0
 SN1410
 SN1410.Superseded values are not recommended for survey control.
 SN1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1410.See file dsdata.txt to determine how the superseded data were derived.
 SN1410
 SN1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU921192(NAD 83)
 SN1410_MARKER: DB = BENCH MARK DISK
 SN1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1410_STAMPING: M 244 1963
 SN1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1410+STABILITY: SURFACE MOTION
 SN1410
 SN1410  HISTORY     - Date     Condition        Report By
 SN1410  HISTORY     - 1962     MONUMENTED       CGS
 SN1410
 SN1410                          STATION DESCRIPTION
 SN1410
 SN1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1410'3.2 MI NE FROM MAKOTI.
 SN1410'ABOUT 1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 SN1410'CROSSING AT MAKOTI, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 23,
 SN1410'THENCE 1.0 MILE NORTH ALONG A GRAVELED COUNTY ROAD, 67.0 FEET
 SN1410'NORTHWEST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 48.5
 SN1410'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 44.0 FEET NORTH
 SN1410'OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.0 FEET WEST OF A TELEPHONE
 SN1410'POLE BRACED BY TWO GUY WIRES, 1.5 FEET NORTH OF A METAL WITNESS POST,
 SN1410'ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 SN1410'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 10, R 87 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0672 ***********************************************************************
 TG0672  DESIGNATION -  M 245 RESET
 TG0672  PID         -  TG0672
 TG0672  STATE/COUNTY-  ND/MOUNTRAIL
 TG0672  USGS QUAD   -  EPWORTH NW (1981)
 TG0672
 TG0672                         *CURRENT SURVEY CONTROL
 TG0672  ___________________________________________________________________
 TG0672* NAD 83(1986)-  48 12 40.     (N)    102 13 28.     (W)     SCALED    
 TG0672* NAVD 88     -       679.01   (+/-2cm)    2227.7    (feet)  VERTCON   
 TG0672  ___________________________________________________________________
 TG0672  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0672
 TG0672  VERT ORDER  -  THIRD (See Below)
 TG0672
 TG0672.The horizontal coordinates were scaled from a topographic map and have
 TG0672.an estimated accuracy of +/- 6 seconds.
 TG0672
 TG0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0672.The vertical order pertains to the NGVD 29 superseded value.
 TG0672
 TG0672.The geoid height was determined by GEOID03.
 TG0672
 TG0672;                    North         East    Units  Estimated Accuracy
 TG0672;SPC ND N     -   136,090.      471,860.      MT  (+/- 180 meters Scaled)
 TG0672
 TG0672                          SUPERSEDED SURVEY CONTROL
 TG0672
 TG0672  NGVD 29 (11/04/04)  678.55   (m)         2226.2    (f) RESET       3  
 TG0672
 TG0672.Superseded values are not recommended for survey control.
 TG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0672.See file dsdata.txt to determine how the superseded data were derived.
 TG0672
 TG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP061434(NAD 83)
 TG0672_MARKER: DB = BENCH MARK DISK
 TG0672_SETTING: 0 = UNSPECIFIED SETTING
 TG0672_STAMPING: M 245 RESET 1977
 TG0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0672
 TG0672  HISTORY     - Date     Condition        Report By
 TG0672  HISTORY     - 1977     MONUMENTED       NGS
 TG0672
 TG0672                          STATION DESCRIPTION
 TG0672
 TG0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TG0672'8.8 MI S FROM PALERMO.
 TG0672'FROM THE CENTER OF PALERMO, GO EAST ALONG RAILROAD TRACKS FOR 0.15
 TG0672'MILE, THENCE SOUTH ALONG PAVED ROAD FOR 8.8 MILES TO MARK ONRIGHT. 91
 TG0672'FEET SOUTH OF CENTER OF GRAVEL ROAD, 75 FEET WEST OF CENTER OF ROAD,
 TG0672'1.8 FEET NORTH OF METAL POST WITH WITNESS SIGN AND 1.8 FEET SOUTH OF
 TG0672'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0741 ***********************************************************************
 TG0741  DESIGNATION -  M 246
 TG0741  PID         -  TG0741
 TG0741  STATE/COUNTY-  ND/MOUNTRAIL
 TG0741  USGS QUAD   -  EPWORTH SE (1981)
 TG0741
 TG0741                         *CURRENT SURVEY CONTROL
 TG0741  ___________________________________________________________________
 TG0741* NAD 83(1986)-  48 07 28.     (N)    102 03 07.     (W)     SCALED    
 TG0741* NAVD 88     -       644.217  (meters)    2113.57   (feet)  ADJUSTED  
 TG0741  ___________________________________________________________________
 TG0741  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG0741  DYNAMIC HT  -         644.314 (meters)    2113.89  (feet)  COMP
 TG0741  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 TG0741
 TG0741  VERT ORDER  -  SECOND    CLASS 0
 TG0741
 TG0741.The horizontal coordinates were scaled from a topographic map and have
 TG0741.an estimated accuracy of +/- 6 seconds.
 TG0741
 TG0741.The orthometric height was determined by differential leveling
 TG0741.and adjusted by the National Geodetic Survey in June 1991..
 TG0741
 TG0741.The geoid height was determined by GEOID03.
 TG0741
 TG0741.The dynamic height is computed by dividing the NAVD 88
 TG0741.geopotential number by the normal gravity value computed on the
 TG0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0741.degrees latitude (g = 980.6199 gals.).
 TG0741
 TG0741.The modeled gravity was interpolated from observed gravity values.
 TG0741
 TG0741;                    North         East    Units  Estimated Accuracy
 TG0741;SPC ND N     -   126,180.      484,480.      MT  (+/- 180 meters Scaled)
 TG0741
 TG0741                          SUPERSEDED SURVEY CONTROL
 TG0741
 TG0741  NGVD 29 (??/??/92)  643.785  (m)         2112.15   (f) ADJ UNCH    2 0
 TG0741
 TG0741.Superseded values are not recommended for survey control.
 TG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0741.See file dsdata.txt to determine how the superseded data were derived.
 TG0741
 TG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP193343(NAD 83)
 TG0741_MARKER: DB = BENCH MARK DISK
 TG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0741_STAMPING: M 246 1963
 TG0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0741+STABILITY: SURFACE MOTION
 TG0741
 TG0741  HISTORY     - Date     Condition        Report By
 TG0741  HISTORY     - 1963     MONUMENTED       CGS
 TG0741
 TG0741                          STATION DESCRIPTION
 TG0741
 TG0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0741'11.5 MI NW FROM PLAZA.
 TG0741'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0741'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0741'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 4.0 MILES
 TG0741'WEST ALONG A GRAVELED COUNTY ROAD, 62.0 FEET SOUTHWEST OF THE CENTER
 TG0741'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 46.0 FEET SOUTH OF THE
 TG0741'CENTERLINE OF THE GRAVELED COUNTY ROAD, 44.5 FEET WEST OF THE
 TG0741'CENTERLINE OF THE NORTH-SOUTH ROAD, 6.5 FEET NORTH OF A POWER POLE,
 TG0741'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 TG0741'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0741'0.6 FOOT, S 36, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1371 ***********************************************************************
 SN1371  DESIGNATION -  M 247
 SN1371  PID         -  SN1371
 SN1371  STATE/COUNTY-  ND/MCLEAN
 SN1371  USGS QUAD   -  MAKOTI SW (1956)
 SN1371
 SN1371                         *CURRENT SURVEY CONTROL
 SN1371  ___________________________________________________________________
 SN1371* NAD 83(1986)-  47 48 14.     (N)    101 58 44.     (W)     SCALED    
 SN1371* NAVD 88     -       617.497  (meters)    2025.90   (feet)  ADJUSTED  
 SN1371  ___________________________________________________________________
 SN1371  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 SN1371  DYNAMIC HT  -         617.576 (meters)    2026.16  (feet)  COMP
 SN1371  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 SN1371
 SN1371  VERT ORDER  -  SECOND    CLASS 0
 SN1371
 SN1371.The horizontal coordinates were scaled from a topographic map and have
 SN1371.an estimated accuracy of +/- 6 seconds.
 SN1371
 SN1371.The orthometric height was determined by differential leveling
 SN1371.and adjusted by the National Geodetic Survey in June 1991..
 SN1371
 SN1371.The geoid height was determined by GEOID03.
 SN1371
 SN1371.The dynamic height is computed by dividing the NAVD 88
 SN1371.geopotential number by the normal gravity value computed on the
 SN1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1371.degrees latitude (g = 980.6199 gals.).
 SN1371
 SN1371.The modeled gravity was interpolated from observed gravity values.
 SN1371
 SN1371;                    North         East    Units  Estimated Accuracy
 SN1371;SPC ND N     -    90,440.      489,230.      MT  (+/- 180 meters Scaled)
 SN1371
 SN1371                          SUPERSEDED SURVEY CONTROL
 SN1371
 SN1371  NGVD 29 (??/??/92)  617.078  (m)         2024.53   (f) ADJ UNCH    2 0
 SN1371
 SN1371.Superseded values are not recommended for survey control.
 SN1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1371.See file dsdata.txt to determine how the superseded data were derived.
 SN1371
 SN1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT769988(NAD 83)
 SN1371_MARKER: DB = BENCH MARK DISK
 SN1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1371_STAMPING: M 247 1963
 SN1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1371+STABILITY: SURFACE MOTION
 SN1371
 SN1371  HISTORY     - Date     Condition        Report By
 SN1371  HISTORY     - 1963     MONUMENTED       CGS
 SN1371
 SN1371                          STATION DESCRIPTION
 SN1371
 SN1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1371'7.0 MI NE FROM RAUB.
 SN1371'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF A
 SN1371'GRAVELED COUNTY ROAD AT RAUB, THENCE 2.0 MILES NORTH ALONG A TRACK
 SN1371'ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 64.5 FEET
 SN1371'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 44.0
 SN1371'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 47.0 FEET SOUTH
 SN1371'OF THE CENTERLINE OF THE EAST-WEST ROAD, 7.0 FEET SOUTH OF REA POLE
 SN1371'NO. 11-28-20, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 SN1371'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 SN1371'CONCRETE POST PROJECTING 0.6 FOOT S 20, R 88 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1217 ***********************************************************************
 SN1217  DESIGNATION -  M 248
 SN1217  PID         -  SN1217
 SN1217  STATE/COUNTY-  ND/MCLEAN
 SN1217  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1217
 SN1217                         *CURRENT SURVEY CONTROL
 SN1217  ___________________________________________________________________
 SN1217* NAD 83(1986)-  47 41 19.     (N)    101 53 37.     (W)     SCALED    
 SN1217* NAVD 88     -       610.204  (meters)    2001.98   (feet)  ADJUSTED  
 SN1217  ___________________________________________________________________
 SN1217  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 SN1217  DYNAMIC HT  -         610.269 (meters)    2002.19  (feet)  COMP
 SN1217  MODELED GRAV-     980,697.7   (mgal)                       NAVD 88
 SN1217
 SN1217  VERT ORDER  -  SECOND    CLASS 0
 SN1217
 SN1217.The horizontal coordinates were scaled from a topographic map and have
 SN1217.an estimated accuracy of +/- 6 seconds.
 SN1217
 SN1217.The orthometric height was determined by differential leveling
 SN1217.and adjusted by the National Geodetic Survey in June 1991..
 SN1217
 SN1217.The geoid height was determined by GEOID03.
 SN1217
 SN1217.The dynamic height is computed by dividing the NAVD 88
 SN1217.geopotential number by the normal gravity value computed on the
 SN1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1217.degrees latitude (g = 980.6199 gals.).
 SN1217
 SN1217.The modeled gravity was interpolated from observed gravity values.
 SN1217
 SN1217;                    North         East    Units  Estimated Accuracy
 SN1217;SPC ND N     -    77,510.      495,390.      MT  (+/- 180 meters Scaled)
 SN1217
 SN1217                          SUPERSEDED SURVEY CONTROL
 SN1217
 SN1217  NGVD 29 (??/??/92)  609.784  (m)         2000.60   (f) ADJ UNCH    2 0
 SN1217
 SN1217.Superseded values are not recommended for survey control.
 SN1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1217.See file dsdata.txt to determine how the superseded data were derived.
 SN1217
 SN1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT828857(NAD 83)
 SN1217_MARKER: DB = BENCH MARK DISK
 SN1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1217_STAMPING: M 248 1963
 SN1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1217+STABILITY: SURFACE MOTION
 SN1217
 SN1217  HISTORY     - Date     Condition        Report By
 SN1217  HISTORY     - 1963     MONUMENTED       CGS
 SN1217
 SN1217                          STATION DESCRIPTION
 SN1217
 SN1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1217'6.65 MI SE FROM ROSEGLEN.
 SN1217'ABOUT 2.65 MILES WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1217'MAIN STREET AT ROSEGLEN, THENCE 4.0 MILES SOUTH ALONG A GRAVELED
 SN1217'COUNTY ROAD, 62.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 SN1217'AN EAST-WEST ROAD, 39.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1217'ROAD, 50.0 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 6.5
 SN1217'FEET NORTH OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET EAST OF A
 SN1217'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 SN1217'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 26,
 SN1217'R 88 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0776 ***********************************************************************
 TG0776  DESIGNATION -  M 249
 TG0776  PID         -  TG0776
 TG0776  STATE/COUNTY-  ND/MOUNTRAIL
 TG0776  USGS QUAD   -  SHELL LAKE (1981)
 TG0776
 TG0776                         *CURRENT SURVEY CONTROL
 TG0776  ___________________________________________________________________
 TG0776* NAD 83(1986)-  48 11 48.     (N)    102 04 25.     (W)     SCALED    
 TG0776* NAVD 88     -       648.215  (meters)    2126.69   (feet)  ADJUSTED  
 TG0776  ___________________________________________________________________
 TG0776  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG0776  DYNAMIC HT  -         648.316 (meters)    2127.02  (feet)  COMP
 TG0776  MODELED GRAV-     980,745.2   (mgal)                       NAVD 88
 TG0776
 TG0776  VERT ORDER  -  SECOND    CLASS 0
 TG0776
 TG0776.The horizontal coordinates were scaled from a topographic map and have
 TG0776.an estimated accuracy of +/- 6 seconds.
 TG0776
 TG0776.The orthometric height was determined by differential leveling
 TG0776.and adjusted by the National Geodetic Survey in June 1991..
 TG0776
 TG0776.The geoid height was determined by GEOID03.
 TG0776
 TG0776.The dynamic height is computed by dividing the NAVD 88
 TG0776.geopotential number by the normal gravity value computed on the
 TG0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0776.degrees latitude (g = 980.6199 gals.).
 TG0776
 TG0776.The modeled gravity was interpolated from observed gravity values.
 TG0776
 TG0776;                    North         East    Units  Estimated Accuracy
 TG0776;SPC ND N     -   134,240.      483,030.      MT  (+/- 180 meters Scaled)
 TG0776
 TG0776                          SUPERSEDED SURVEY CONTROL
 TG0776
 TG0776  NGVD 29 (??/??/92)  647.777  (m)         2125.25   (f) ADJ UNCH    2 0
 TG0776
 TG0776.Superseded values are not recommended for survey control.
 TG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0776.See file dsdata.txt to determine how the superseded data were derived.
 TG0776
 TG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP174423(NAD 83)
 TG0776_MARKER: DB = BENCH MARK DISK
 TG0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0776_STAMPING: M 249 1963
 TG0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0776+STABILITY: SURFACE MOTION
 TG0776
 TG0776  HISTORY     - Date     Condition        Report By
 TG0776  HISTORY     - 1963     MONUMENTED       CGS
 TG0776
 TG0776                          STATION DESCRIPTION
 TG0776
 TG0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0776'10.8 MI S FROM BLAISDELL.
 TG0776'ABOUT 10.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0776'STATION AT BLAISDELL, OR 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM
 TG0776'THE CONSOLIDATED SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A
 TG0776'GRAVELED COUNTY ROAD, THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY
 TG0776'ROAD, THENCE 5.0 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 5.0
 TG0776'MILES NORTH ALONG A GRAVELED COUNTY ROAD, 68 FEET SOUTHWEST OF THE
 TG0776'CENTER OF THE T-JUNCTION OF A TRACK ROAD LEADING WEST, 60 FEET WEST OF
 TG0776'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 28.5 FEET SOUTH OF THE
 TG0776'CENTERLINE OF THE TRACK ROAD, 25.0 FEET NORTH OF A POWER POLE, 1.3
 TG0776'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0776'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TG0776'FOOT, S 2, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1246 ***********************************************************************
 SN1246  DESIGNATION -  M 250
 SN1246  PID         -  SN1246
 SN1246  STATE/COUNTY-  ND/MCLEAN
 SN1246  USGS QUAD   -  EMMET (1956)
 SN1246
 SN1246                         *CURRENT SURVEY CONTROL
 SN1246  ___________________________________________________________________
 SN1246* NAD 83(1986)-  47 43 54.     (N)    101 40 46.     (W)     SCALED    
 SN1246* NAVD 88     -       654.238  (meters)    2146.45   (feet)  ADJUSTED  
 SN1246  ___________________________________________________________________
 SN1246  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 SN1246  DYNAMIC HT  -         654.305 (meters)    2146.67  (feet)  COMP
 SN1246  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 SN1246
 SN1246  VERT ORDER  -  SECOND    CLASS 0
 SN1246
 SN1246.The horizontal coordinates were scaled from a topographic map and have
 SN1246.an estimated accuracy of +/- 6 seconds.
 SN1246
 SN1246.The orthometric height was determined by differential leveling
 SN1246.and adjusted by the National Geodetic Survey in June 1991..
 SN1246
 SN1246.The geoid height was determined by GEOID03.
 SN1246
 SN1246.The dynamic height is computed by dividing the NAVD 88
 SN1246.geopotential number by the normal gravity value computed on the
 SN1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1246.degrees latitude (g = 980.6199 gals.).
 SN1246
 SN1246.The modeled gravity was interpolated from observed gravity values.
 SN1246
 SN1246;                    North         East    Units  Estimated Accuracy
 SN1246;SPC ND N     -    82,020.      511,540.      MT  (+/- 180 meters Scaled)
 SN1246
 SN1246                          SUPERSEDED SURVEY CONTROL
 SN1246
 SN1246  NGVD 29 (??/??/92)  653.819  (m)         2145.07   (f) ADJ UNCH    2 0
 SN1246
 SN1246.Superseded values are not recommended for survey control.
 SN1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1246.See file dsdata.txt to determine how the superseded data were derived.
 SN1246
 SN1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT990899(NAD 83)
 SN1246_MARKER: DB = BENCH MARK DISK
 SN1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1246_STAMPING: M 250 1963
 SN1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1246+STABILITY: SURFACE MOTION
 SN1246
 SN1246  HISTORY     - Date     Condition        Report By
 SN1246  HISTORY     - 1963     MONUMENTED       CGS
 SN1246
 SN1246                          STATION DESCRIPTION
 SN1246
 SN1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1246'7.0 MI NW FROM EMMET.
 SN1246'ABOUT 7.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1246'AT EMMET, 119 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 SN1246'EAST-WEST ROAD, 110 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 46
 SN1246'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 5 FEET WEST OF REA
 SN1246'POLE NO. 20-16-15, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 SN1246'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN1246'FOOT, S 16, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0084 ***********************************************************************
 TG0084  DESIGNATION -  M 251
 TG0084  PID         -  TG0084
 TG0084  STATE/COUNTY-  ND/BURKE
 TG0084  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0084
 TG0084                         *CURRENT SURVEY CONTROL
 TG0084  ___________________________________________________________________
 TG0084* NAD 83(1986)-  48 35 42.     (N)    102 24 20.     (W)     SCALED    
 TG0084* NAVD 88     -       708.851  (meters)    2325.62   (feet)  ADJUSTED  
 TG0084  ___________________________________________________________________
 TG0084  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 TG0084  DYNAMIC HT  -         708.975 (meters)    2326.03  (feet)  COMP
 TG0084  MODELED GRAV-     980,760.6   (mgal)                       NAVD 88
 TG0084
 TG0084  VERT ORDER  -  SECOND    CLASS 0
 TG0084
 TG0084.The horizontal coordinates were scaled from a topographic map and have
 TG0084.an estimated accuracy of +/- 6 seconds.
 TG0084
 TG0084.The orthometric height was determined by differential leveling
 TG0084.and adjusted by the National Geodetic Survey in June 1991..
 TG0084
 TG0084.The geoid height was determined by GEOID03.
 TG0084
 TG0084.The dynamic height is computed by dividing the NAVD 88
 TG0084.geopotential number by the normal gravity value computed on the
 TG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0084.degrees latitude (g = 980.6199 gals.).
 TG0084
 TG0084.The modeled gravity was interpolated from observed gravity values.
 TG0084
 TG0084;                    North         East    Units  Estimated Accuracy
 TG0084;SPC ND N     -   179,080.      459,460.      MT  (+/- 180 meters Scaled)
 TG0084
 TG0084                          SUPERSEDED SURVEY CONTROL
 TG0084
 TG0084  NGVD 29 (??/??/92)  708.408  (m)         2324.17   (f) ADJ UNCH    2 0
 TG0084
 TG0084.Superseded values are not recommended for survey control.
 TG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0084.See file dsdata.txt to determine how the superseded data were derived.
 TG0084
 TG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912856(NAD 83)
 TG0084_MARKER: DB = BENCH MARK DISK
 TG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0084_STAMPING: M 251 1963
 TG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0084+STABILITY: SURFACE MOTION
 TG0084
 TG0084  HISTORY     - Date     Condition        Report By
 TG0084  HISTORY     - 1963     MONUMENTED       CGS
 TG0084
 TG0084                          STATION DESCRIPTION
 TG0084
 TG0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0084'19.4 MI N FROM STANLEY.
 TG0084'ABOUT 19.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0084'STANLEY, ABOUT 100 YARDS NORTHEAST OF THE NORTHEAST EDGE OF A LAKE, ON
 TG0084'THE INSIDE AND NEAR THE NORTH END OF A CURVE, AT THE SOUTH END OF A
 TG0084'DEEP CUT ON THE WEST SIDE OF THE HIGHWAY, 184 FEET NORTHWEST OF THE
 TG0084'CENTER OF THE JUNCTION OF A FARM ROAD LEADING WEST ALONG THE NORTH
 TG0084'BANK OF THE LAKE, 99.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.0
 TG0084'FEET SOUTH OF A WHITE WOODEN HIGHWAY RIGHT-OF-WAY MARKER POST, 1.4
 TG0084'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 TG0084'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 14, R 91 W, T
 TG0084'159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0327 ***********************************************************************
 TG0327  DESIGNATION -  M 252
 TG0327  PID         -  TG0327
 TG0327  STATE/COUNTY-  ND/WARD
 TG0327  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0327
 TG0327                         *CURRENT SURVEY CONTROL
 TG0327  ___________________________________________________________________
 TG0327* NAD 83(1986)-  48 35 22.     (N)    102 12 44.     (W)     SCALED    
 TG0327* NAVD 88     -       695.563  (meters)    2282.03   (feet)  ADJUSTED  
 TG0327  ___________________________________________________________________
 TG0327  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 TG0327  DYNAMIC HT  -         695.687 (meters)    2282.43  (feet)  COMP
 TG0327  MODELED GRAV-     980,764.3   (mgal)                       NAVD 88
 TG0327
 TG0327  VERT ORDER  -  SECOND    CLASS 0
 TG0327
 TG0327.The horizontal coordinates were scaled from a topographic map and have
 TG0327.an estimated accuracy of +/- 6 seconds.
 TG0327
 TG0327.The orthometric height was determined by differential leveling
 TG0327.and adjusted by the National Geodetic Survey in June 1991..
 TG0327
 TG0327.The geoid height was determined by GEOID03.
 TG0327
 TG0327.The dynamic height is computed by dividing the NAVD 88
 TG0327.geopotential number by the normal gravity value computed on the
 TG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0327.degrees latitude (g = 980.6199 gals.).
 TG0327
 TG0327.The modeled gravity was interpolated from observed gravity values.
 TG0327
 TG0327;                    North         East    Units  Estimated Accuracy
 TG0327;SPC ND N     -   178,130.      473,700.      MT  (+/- 180 meters Scaled)
 TG0327
 TG0327                          SUPERSEDED SURVEY CONTROL
 TG0327
 TG0327  NGVD 29 (??/??/92)  695.138  (m)         2280.63   (f) ADJ UNCH    2 0
 TG0327
 TG0327.Superseded values are not recommended for survey control.
 TG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0327.See file dsdata.txt to determine how the superseded data were derived.
 TG0327
 TG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP055855(NAD 83)
 TG0327_MARKER: DB = BENCH MARK DISK
 TG0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0327_STAMPING: M 252 1963
 TG0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0327+STABILITY: SURFACE MOTION
 TG0327
 TG0327  HISTORY     - Date     Condition        Report By
 TG0327  HISTORY     - 1963     MONUMENTED       CGS
 TG0327
 TG0327                          STATION DESCRIPTION
 TG0327
 TG0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0327'12.4 MI NW FROM COULEE.
 TG0327'ABOUT 9.3 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0327'RAILWAY STATION AT COULEE, THENCE 3.1 MILES NORTH ALONG A GRAVELED
 TG0327'ROAD, ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF A GRADED DIRT ROAD
 TG0327'LEADING EAST, 55 FEET EAST OF THE CENTERLINE OF THE ROAD, 11 FEET EAST
 TG0327'OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 1.8 FEET WEST OF A METAL
 TG0327'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 TG0327'TOP OF A CONCRETE POST PROJECTING 5 INCHES, S 20, R 89 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1252 ***********************************************************************
 TF1252  DESIGNATION -  M 253
 TF1252  PID         -  TF1252
 TF1252  STATE/COUNTY-  ND/MOUNTRAIL
 TF1252  USGS QUAD   -  PLAZA NW (1981)
 TF1252
 TF1252                         *CURRENT SURVEY CONTROL
 TF1252  ___________________________________________________________________
 TF1252* NAD 83(1986)-  48 13 30.     (N)    101 57 55.     (W)     SCALED    
 TF1252* NAVD 88     -       642.744  (meters)    2108.74   (feet)  ADJUSTED  
 TF1252  ___________________________________________________________________
 TF1252  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TF1252  DYNAMIC HT  -         642.841 (meters)    2109.05  (feet)  COMP
 TF1252  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 TF1252
 TF1252  VERT ORDER  -  SECOND    CLASS 0
 TF1252
 TF1252.The horizontal coordinates were scaled from a topographic map and have
 TF1252.an estimated accuracy of +/- 6 seconds.
 TF1252
 TF1252.The orthometric height was determined by differential leveling
 TF1252.and adjusted by the National Geodetic Survey in June 1991..
 TF1252
 TF1252.The geoid height was determined by GEOID03.
 TF1252
 TF1252.The dynamic height is computed by dividing the NAVD 88
 TF1252.geopotential number by the normal gravity value computed on the
 TF1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1252.degrees latitude (g = 980.6199 gals.).
 TF1252
 TF1252.The modeled gravity was interpolated from observed gravity values.
 TF1252
 TF1252;                    North         East    Units  Estimated Accuracy
 TF1252;SPC ND N     -   137,230.      491,140.      MT  (+/- 180 meters Scaled)
 TF1252
 TF1252                          SUPERSEDED SURVEY CONTROL
 TF1252
 TF1252  NGVD 29 (??/??/92)  642.307  (m)         2107.30   (f) ADJ UNCH    2 0
 TF1252
 TF1252.Superseded values are not recommended for survey control.
 TF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1252.See file dsdata.txt to determine how the superseded data were derived.
 TF1252
 TF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU797455(NAD 83)
 TF1252_MARKER: DB = BENCH MARK DISK
 TF1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1252_STAMPING: M 253 1963
 TF1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1252+STABILITY: SURFACE MOTION
 TF1252
 TF1252  HISTORY     - Date     Condition        Report By
 TF1252  HISTORY     - 1963     MONUMENTED       CGS
 TF1252
 TF1252                          STATION DESCRIPTION
 TF1252
 TF1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1252'11.2 MI S FROM TAGUS.
 TF1252'0.4 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF1252'TAGUS, THENCE 0.1 MILE SOUTH ALONG A TRACK ROAD, THENCE 10.7 MILES
 TF1252'SOUTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A HILL, 96.5 FEET
 TF1252'WEST ACROSS THE ROAD FROM A POWER POLE, 33.0 FEET WEST OF THE
 TF1252'CENTERLINE OF THE ROAD, 1.5 FEET EAST OF A FENCE, 1.5 FEET NORTH OF A
 TF1252'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF1252'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 22, R 88 W, T 155
 TF1252'N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1204 ***********************************************************************
 TF1204  DESIGNATION -  M 254 RESET
 TF1204  PID         -  TF1204
 TF1204  STATE/COUNTY-  ND/WARD
 TF1204  USGS QUAD   -  BERTHOLD (1980)
 TF1204
 TF1204                         *CURRENT SURVEY CONTROL
 TF1204  ___________________________________________________________________
 TF1204* NAD 83(1986)-  48 21 22.     (N)    101 43 40.     (W)     SCALED    
 TF1204* NAVD 88     -       612.78   (+/-2cm)    2010.4    (feet)  VERTCON   
 TF1204  ___________________________________________________________________
 TF1204  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 TF1204
 TF1204  VERT ORDER  -  THIRD (See Below)
 TF1204
 TF1204.The horizontal coordinates were scaled from a topographic map and have
 TF1204.an estimated accuracy of +/- 6 seconds.
 TF1204
 TF1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1204.The vertical order pertains to the NGVD 29 superseded value.
 TF1204
 TF1204.The geoid height was determined by GEOID03.
 TF1204
 TF1204;                    North         East    Units  Estimated Accuracy
 TF1204;SPC ND N     -   151,500.      509,020.      MT  (+/- 180 meters Scaled)
 TF1204
 TF1204                          SUPERSEDED SURVEY CONTROL
 TF1204
 TF1204  NGVD 29 (11/04/04)  612.37   (m)         2009.1    (f) RESET       3  
 TF1204
 TF1204.Superseded values are not recommended for survey control.
 TF1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1204.See file dsdata.txt to determine how the superseded data were derived.
 TF1204
 TF1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU979594(NAD 83)
 TF1204_MARKER: DB = BENCH MARK DISK
 TF1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1204_STAMPING: M 254 RESET 1966
 TF1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1204+STABILITY: SURFACE MOTION
 TF1204
 TF1204  HISTORY     - Date     Condition        Report By
 TF1204  HISTORY     - 1966     MONUMENTED       CGS
 TF1204  HISTORY     - 1982     GOOD             NGS
 TF1204
 TF1204                          STATION DESCRIPTION
 TF1204
 TF1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF1204'3.6 MI N FROM BERTHOLD.
 TF1204'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF1204'AT BERTHOLD, THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 28, IN SECTION
 TF1204'4, R 86 W, T 156 N, IN THE SOUTHEAST ANGLE OF A CROSSROAD, 100 FEET
 TF1204'EAST OF THE CENTERLINE OF STATE HIGHWAY 28, 60 FEET SOUTH OF THE
 TF1204'CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, AND
 TF1204'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 TF1204
 TF1204                          STATION RECOVERY (1982)
 TF1204
 TF1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1204'0.6 KM (0.4 MI) EAST ALONG THE BURLINGTON NORTHERN RAILROAD FROM THE
 TF1204'RAILROAD STATION IN BERTHOLD, THENCE 5.2 KM (3.2 MI) NORTH ALONG
 TF1204'STATE HIGHWAY 28. 30.7 (100.7 FT) E OF THE CENTERLINE OF THE HIGHWAY,
 TF1204'8.8 M (61.7 FT) S OF THE CENTER OF A GRAVELED ROAD 4.6 M (15.1 FT) S
 TF1204'OF A TELEPHONE PEDISTAL NUMBER 13 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1579 ***********************************************************************
 TE1579  DESIGNATION -  M 255 RESET
 TE1579  PID         -  TE1579
 TE1579  STATE/COUNTY-  ND/RAMSEY
 TE1579  USGS QUAD   -  DEVILS LAKE (1994)
 TE1579
 TE1579                         *CURRENT SURVEY CONTROL
 TE1579  ___________________________________________________________________
 TE1579* NAD 83(1986)-  48 06 45.     (N)    098 51 54.     (W)     SCALED    
 TE1579* NAVD 88     -       445.550  (meters)    1461.78   (feet)  ADJUSTED  
 TE1579  ___________________________________________________________________
 TE1579  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE1579  DYNAMIC HT  -         445.629 (meters)    1462.03  (feet)  COMP
 TE1579  MODELED GRAV-     980,775.4   (mgal)                       NAVD 88
 TE1579
 TE1579  VERT ORDER  -  FIRST     CLASS II
 TE1579
 TE1579.The horizontal coordinates were scaled from a topographic map and have
 TE1579.an estimated accuracy of +/- 6 seconds.
 TE1579
 TE1579.The orthometric height was determined by differential leveling
 TE1579.and adjusted by the National Geodetic Survey in June 1991..
 TE1579
 TE1579.The geoid height was determined by GEOID03.
 TE1579
 TE1579.The dynamic height is computed by dividing the NAVD 88
 TE1579.geopotential number by the normal gravity value computed on the
 TE1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1579.degrees latitude (g = 980.6199 gals.).
 TE1579
 TE1579.The modeled gravity was interpolated from observed gravity values.
 TE1579
 TE1579;                    North         East    Units  Estimated Accuracy
 TE1579;SPC ND N     -   124,980.      721,730.      MT  (+/- 180 meters Scaled)
 TE1579
 TE1579                          SUPERSEDED SURVEY CONTROL
 TE1579
 TE1579.No superseded survey control is available for this station.
 TE1579
 TE1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU100288(NAD 83)
 TE1579_MARKER: DB = BENCH MARK DISK
 TE1579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TE1579_SP_SET: RAILROAD OVERPASS
 TE1579_STAMPING: M 255 RESET 1982
 TE1579_MARK LOGO: NGS   
 TE1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1579
 TE1579  HISTORY     - Date     Condition        Report By
 TE1579  HISTORY     - 1982     MONUMENTED       NGS
 TE1579
 TE1579                          STATION DESCRIPTION
 TE1579
 TE1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1579'IN DEVILS LAKE.
 TE1579'0.3 KM (0.2 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE1579'THE STATION IN DEVILS LAKE, SET IN TOP OF THE SOUTH END OF THE WEST
 TE1579'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OVER FIRST AVENUE, WHICH IS
 TE1579'ALSO STATE HIGHWAY 20 NORTH IN DEVILS LAKE, 2.5 METERS (8.5 FT)
 TE1579'SOUTHWEST OF THE SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 TE1579'AND 0.6 METER (2.0 FT) SOUTHWEST OF THE NORTHWEST END OF THE RAILROAD
 TE1579'GUARDRAIL ON THE SOUTHWEST SIDE OF THE TRACKS.
 TE1579'THE MARK IS 0.3 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1236 ***********************************************************************
 TE1236  DESIGNATION -  M 256
 TE1236  PID         -  TE1236
 TE1236  STATE/COUNTY-  ND/BENSON
 TE1236  USGS QUAD   -  NILES (1971)
 TE1236
 TE1236                         *CURRENT SURVEY CONTROL
 TE1236  ___________________________________________________________________
 TE1236* NAD 83(1986)-  48 16 42.     (N)    099 16 42.     (W)     SCALED    
 TE1236* NAVD 88     -       455.089  (meters)    1493.07   (feet)  ADJUSTED  
 TE1236  ___________________________________________________________________
 TE1236  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 TE1236  DYNAMIC HT  -         455.171 (meters)    1493.34  (feet)  COMP
 TE1236  MODELED GRAV-     980,777.3   (mgal)                       NAVD 88
 TE1236
 TE1236  VERT ORDER  -  FIRST     CLASS II
 TE1236
 TE1236.The horizontal coordinates were scaled from a topographic map and have
 TE1236.an estimated accuracy of +/- 6 seconds.
 TE1236
 TE1236.The orthometric height was determined by differential leveling
 TE1236.and adjusted by the National Geodetic Survey in June 1991..
 TE1236
 TE1236.The geoid height was determined by GEOID03.
 TE1236
 TE1236.The dynamic height is computed by dividing the NAVD 88
 TE1236.geopotential number by the normal gravity value computed on the
 TE1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1236.degrees latitude (g = 980.6199 gals.).
 TE1236
 TE1236.The modeled gravity was interpolated from observed gravity values.
 TE1236
 TE1236;                    North         East    Units  Estimated Accuracy
 TE1236;SPC ND N     -   142,850.      690,670.      MT  (+/- 180 meters Scaled)
 TE1236
 TE1236                          SUPERSEDED SURVEY CONTROL
 TE1236
 TE1236  NGVD 29 (??/??/92)  454.714  (m)         1491.84   (f) ADJ UNCH    1 2
 TE1236
 TE1236.Superseded values are not recommended for survey control.
 TE1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1236.See file dsdata.txt to determine how the superseded data were derived.
 TE1236
 TE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU793472(NAD 83)
 TE1236_MARKER: DB = BENCH MARK DISK
 TE1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1236_STAMPING: M 256 1963
 TE1236_MARK LOGO: CGS   
 TE1236_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1236+STABILITY: SURFACE MOTION
 TE1236
 TE1236  HISTORY     - Date     Condition        Report By
 TE1236  HISTORY     - 1963     MONUMENTED       CGS
 TE1236  HISTORY     - 1982     GOOD             NGS
 TE1236
 TE1236                          STATION DESCRIPTION
 TE1236
 TE1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1236'4.2 MI W FROM CHURCHES FERRY.
 TE1236'ABOUT 4.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1236'AT CHURCHES FERRY, ABOUT 0.2 MILE WEST OF MILEPOST 108, 87 FEET
 TE1236'NORTHEAST OF THE CENTER OF THE CROSSING OF A FARM ROAD, 78 FEET EAST
 TE1236'OF THE CENTERLINE OF THE ROAD, 34.1 FEET NORTH OF THE NORTH RAIL, 3.0
 TE1236'FEET WEST OF THE SEVENTH TELEGRAPH POLE WEST OF THE MILEPOST AND IN
 TE1236'LINE WITH A ROW OF POLES, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE1236'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE1236'POST PROJECTING 6 INCHES.
 TE1236
 TE1236                          STATION RECOVERY (1982)
 TE1236
 TE1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1236'2.0 KM (1.2 MI) WEST OF CHURCHS FERRY ALONG U.S. HIGHWAY 2, THENCE
 TE1236'4.3 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 TE1236'HIGHWAY 281, 0.3 KM (0.2 MI) WEST OF MILEPOST 108, 23.7 METERS (78.0
 TE1236'FT) EAST OF THE CENTER OF AN ACCESS ROAD, 10.3 METERS (34.1 FT) NORTH
 TE1236'OF THE NORTH RAIL, AND 0.31 METERS (1.4 FT) EAST OF A METAL WITNESS
 TE1236'POST.
 TE1236'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TE1236'THE MARK IS 0.6 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0406 ***********************************************************************
 TE0406  DESIGNATION -  M 257
 TE0406  PID         -  TE0406
 TE0406  STATE/COUNTY-  ND/RAMSEY
 TE0406  USGS QUAD   -  BARTLETT (1970)
 TE0406
 TE0406                         *CURRENT SURVEY CONTROL
 TE0406  ___________________________________________________________________
 TE0406* NAD 83(1986)-  48 02 52.     (N)    098 27 19.     (W)     SCALED    
 TE0406* NAVD 88     -       466.940  (meters)    1531.95   (feet)  ADJUSTED  
 TE0406  ___________________________________________________________________
 TE0406  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 TE0406  DYNAMIC HT  -         467.017 (meters)    1532.20  (feet)  COMP
 TE0406  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TE0406
 TE0406  VERT ORDER  -  FIRST     CLASS II
 TE0406
 TE0406.The horizontal coordinates were scaled from a topographic map and have
 TE0406.an estimated accuracy of +/- 6 seconds.
 TE0406
 TE0406.The orthometric height was determined by differential leveling
 TE0406.and adjusted by the National Geodetic Survey in June 1991..
 TE0406
 TE0406.The geoid height was determined by GEOID03.
 TE0406
 TE0406.The dynamic height is computed by dividing the NAVD 88
 TE0406.geopotential number by the normal gravity value computed on the
 TE0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0406.degrees latitude (g = 980.6199 gals.).
 TE0406
 TE0406.The modeled gravity was interpolated from observed gravity values.
 TE0406
 TE0406;                    North         East    Units  Estimated Accuracy
 TE0406;SPC ND N     -   118,520.      752,420.      MT  (+/- 180 meters Scaled)
 TE0406
 TE0406                          SUPERSEDED SURVEY CONTROL
 TE0406
 TE0406  NGVD 29 (??/??/92)  466.557  (m)         1530.70   (f) ADJ UNCH    1 2
 TE0406
 TE0406.Superseded values are not recommended for survey control.
 TE0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0406.See file dsdata.txt to determine how the superseded data were derived.
 TE0406
 TE0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU405217(NAD 83)
 TE0406_MARKER: DB = BENCH MARK DISK
 TE0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0406_STAMPING: M 257 1963
 TE0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0406+STABILITY: SURFACE MOTION
 TE0406
 TE0406  HISTORY     - Date     Condition        Report By
 TE0406  HISTORY     - 1963     MONUMENTED       CGS
 TE0406  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0406
 TE0406                          STATION DESCRIPTION
 TE0406
 TE0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0406'1.1 MI W FROM BARTLETT.
 TE0406'ABOUT 1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0406'AT BARTLETT, IN S 23, R 61 W, T 153 N, ABOUT 0.2 MILE EAST OF MILEPOST
 TE0406'66, 84.5 FEET NORTHEAST OF THE CENTER OF A PRIVATE DIRT ROAD CROSSING,
 TE0406'69.5 FEET NORTH OF THE NORTH RAIL, 52 FEET EAST OF THE CENTERLINE OF
 TE0406'THE ROAD, 33.0 FEET NORTHWEST OF A TELEGRAPH POLE, 6.0 FEET SOUTHEAST
 TE0406'OF A POWER POLE AND IN LINE WITH A ROW OF POLES, 1.4 FEET EAST OF A
 TE0406'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 TE0406'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0406
 TE0406                          STATION RECOVERY (1982)
 TE0406
 TE0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0406'NOT SEARCHED FOR, INACCESSIBLE FOR LEVELS AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0352 ***********************************************************************
 TE0352  DESIGNATION -  M 258
 TE0352  PID         -  TE0352
 TE0352  STATE/COUNTY-  ND/RAMSEY
 TE0352  USGS QUAD   -  LAWTON (1972)
 TE0352
 TE0352                         *CURRENT SURVEY CONTROL
 TE0352  ___________________________________________________________________
 TE0352* NAD 83(1986)-  48 16 55.     (N)    098 21 36.     (W)     SCALED    
 TE0352* NAVD 88     -       463.895  (meters)    1521.96   (feet)  ADJUSTED  
 TE0352  ___________________________________________________________________
 TE0352  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0352  DYNAMIC HT  -         463.983 (meters)    1522.25  (feet)  COMP
 TE0352  MODELED GRAV-     980,787.5   (mgal)                       NAVD 88
 TE0352
 TE0352  VERT ORDER  -  SECOND    CLASS 0
 TE0352
 TE0352.The horizontal coordinates were scaled from a topographic map and have
 TE0352.an estimated accuracy of +/- 6 seconds.
 TE0352
 TE0352.The orthometric height was determined by differential leveling
 TE0352.and adjusted by the National Geodetic Survey in June 1991..
 TE0352
 TE0352.The geoid height was determined by GEOID03.
 TE0352
 TE0352.The dynamic height is computed by dividing the NAVD 88
 TE0352.geopotential number by the normal gravity value computed on the
 TE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0352.degrees latitude (g = 980.6199 gals.).
 TE0352
 TE0352.The modeled gravity was interpolated from observed gravity values.
 TE0352
 TE0352;                    North         East    Units  Estimated Accuracy
 TE0352;SPC ND N     -   144,740.      758,800.      MT  (+/- 180 meters Scaled)
 TE0352
 TE0352                          SUPERSEDED SURVEY CONTROL
 TE0352
 TE0352  NGVD 29 (??/??/92)  463.524  (m)         1520.74   (f) ADJ UNCH    2 0
 TE0352
 TE0352.Superseded values are not recommended for survey control.
 TE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0352.See file dsdata.txt to determine how the superseded data were derived.
 TE0352
 TE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU474478(NAD 83)
 TE0352_MARKER: DB = BENCH MARK DISK
 TE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0352_STAMPING: M 258 1963
 TE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0352+STABILITY: SURFACE MOTION
 TE0352
 TE0352  HISTORY     - Date     Condition        Report By
 TE0352  HISTORY     - 1963     MONUMENTED       CGS
 TE0352
 TE0352                          STATION DESCRIPTION
 TE0352
 TE0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0352'1.5 MI S FROM LAWTON.
 TE0352'1.5 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0352'LAWTON, IN S 33, R 60 W, T 156 N, ABOUT 0.2 MILE SOUTH OF MILEPOST 17,
 TE0352'66 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 45.5 FEET
 TE0352'EAST OF THE EAST RAIL, 59.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 TE0352'4.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.0 FEET WEST OF A FENCE
 TE0352'CORNER, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 TE0352'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0352'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0937 ***********************************************************************
 TE0937  DESIGNATION -  M 259
 TE0937  PID         -  TE0937
 TE0937  STATE/COUNTY-  ND/CAVALIER
 TE0937  USGS QUAD   -  HAMPDEN (1970)
 TE0937
 TE0937                         *CURRENT SURVEY CONTROL
 TE0937  ___________________________________________________________________
 TE0937* NAD 83(1986)-  48 33 33.     (N)    098 40 40.     (W)     SCALED    
 TE0937* NAVD 88     -       477.498  (meters)    1566.59   (feet)  ADJUSTED  
 TE0937  ___________________________________________________________________
 TE0937  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 TE0937  DYNAMIC HT  -         477.594 (meters)    1566.91  (feet)  COMP
 TE0937  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TE0937
 TE0937  VERT ORDER  -  SECOND    CLASS 0
 TE0937
 TE0937.The horizontal coordinates were scaled from a topographic map and have
 TE0937.an estimated accuracy of +/- 6 seconds.
 TE0937
 TE0937.The orthometric height was determined by differential leveling
 TE0937.and adjusted by the National Geodetic Survey in June 1991..
 TE0937
 TE0937.The geoid height was determined by GEOID03.
 TE0937
 TE0937.The dynamic height is computed by dividing the NAVD 88
 TE0937.geopotential number by the normal gravity value computed on the
 TE0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0937.degrees latitude (g = 980.6199 gals.).
 TE0937
 TE0937.The modeled gravity was interpolated from observed gravity values.
 TE0937
 TE0937;                    North         East    Units  Estimated Accuracy
 TE0937;SPC ND N     -   174,950.      734,490.      MT  (+/- 180 meters Scaled)
 TE0937
 TE0937                          SUPERSEDED SURVEY CONTROL
 TE0937
 TE0937  NGVD 29 (??/??/92)  477.104  (m)         1565.30   (f) ADJ UNCH    2 0
 TE0937
 TE0937.Superseded values are not recommended for survey control.
 TE0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0937.See file dsdata.txt to determine how the superseded data were derived.
 TE0937
 TE0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU237785(NAD 83)
 TE0937_MARKER: DB = BENCH MARK DISK
 TE0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0937_STAMPING: M 259 1963
 TE0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0937+STABILITY: SURFACE MOTION
 TE0937
 TE0937  HISTORY     - Date     Condition        Report By
 TE0937  HISTORY     - 1963     MONUMENTED       CGS
 TE0937
 TE0937                          STATION DESCRIPTION
 TE0937
 TE0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0937'1.8 MI NW FROM HAMPDEN.
 TE0937'ABOUT 1.8 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0937'STATION AT HAMPDEN, ABOUT 0.5 MILE SOUTHEAST OF MILEPOST 42, ABOUT 0.1
 TE0937'MILE NORTHWEST OF A GRAVELED ROAD CROSSING, 111.5 FEET EAST ACROSS THE
 TE0937'TRACK FROM THE 14TH TELEGRAPH POLE SOUTHEAST OF THE MILEPOST, 43.7
 TE0937'FEET NORTHEAST OF THE NORTHEAST RAIL, 4.5 FEET SOUTHEAST OF TELEPHONE
 TE0937'POLE 1620 WHICH IS THE 4TH POLE NORTHWEST OF THE CROSSING, IN LINE
 TE0937'WITH A ROW OF POLES, 1.9 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 TE0937'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TE0937'POST PROJECTING 5 INCHES, IN S 29, R 62 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0085 ***********************************************************************
 RQ0085  DESIGNATION -  M 26
 RQ0085  PID         -  RQ0085
 RQ0085  STATE/COUNTY-  ND/DICKEY
 RQ0085  USGS QUAD   -  OAKES (1952)
 RQ0085
 RQ0085                         *CURRENT SURVEY CONTROL
 RQ0085  ___________________________________________________________________
 RQ0085* NAD 83(1986)-  46 10 03.     (N)    098 06 17.     (W)     SCALED    
 RQ0085* NAVD 88     -       397.443  (meters)    1303.94   (feet)  ADJUSTED  
 RQ0085  ___________________________________________________________________
 RQ0085  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 RQ0085  DYNAMIC HT  -         397.437 (meters)    1303.92  (feet)  COMP
 RQ0085  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 RQ0085
 RQ0085  VERT ORDER  -  FIRST     CLASS II
 RQ0085
 RQ0085.The horizontal coordinates were scaled from a topographic map and have
 RQ0085.an estimated accuracy of +/- 6 seconds.
 RQ0085
 RQ0085.The orthometric height was determined by differential leveling
 RQ0085.and adjusted by the National Geodetic Survey in June 1991..
 RQ0085
 RQ0085.The geoid height was determined by GEOID03.
 RQ0085
 RQ0085.The dynamic height is computed by dividing the NAVD 88
 RQ0085.geopotential number by the normal gravity value computed on the
 RQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0085.degrees latitude (g = 980.6199 gals.).
 RQ0085
 RQ0085.The modeled gravity was interpolated from observed gravity values.
 RQ0085
 RQ0085;                    North         East    Units  Estimated Accuracy
 RQ0085;SPC ND S     -    58,490.      784,960.      MT  (+/- 180 meters Scaled)
 RQ0085
 RQ0085                          SUPERSEDED SURVEY CONTROL
 RQ0085
 RQ0085  NGVD 29 (??/??/92)  397.118  (m)         1302.88   (f) ADJ UNCH    1 2
 RQ0085
 RQ0085.Superseded values are not recommended for survey control.
 RQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0085.See file dsdata.txt to determine how the superseded data were derived.
 RQ0085
 RQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS691130(NAD 83)
 RQ0085_MARKER: DB = BENCH MARK DISK
 RQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0085_STAMPING: M 26 1934
 RQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0085+STABILITY: SURFACE MOTION
 RQ0085
 RQ0085  HISTORY     - Date     Condition        Report By
 RQ0085  HISTORY     - 1934     MONUMENTED       CGS
 RQ0085
 RQ0085                          STATION DESCRIPTION
 RQ0085
 RQ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0085'2.2 MI N FROM OAKES.
 RQ0085'2.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE CITY WATER
 RQ0085'WORKS AT OAKES, DICKEY COUNTY, ABOUT 5 POLES SOUTH OF MILEPOST 13, AT
 RQ0085'A ROAD CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT
 RQ0085'50 FEET WEST OF THE CENTER LINE OF THE TRACK, 9 FEET SOUTH OF A
 RQ0085'RIGHT-OF-WAY FENCE CORNER, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 RQ0085'DISK, STAMPED M 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1079 ***********************************************************************
 TE1079  DESIGNATION -  M 260
 TE1079  PID         -  TE1079
 TE1079  STATE/COUNTY-  ND/CAVALIER
 TE1079  USGS QUAD   -  MUNICH SE (1971)
 TE1079
 TE1079                         *CURRENT SURVEY CONTROL
 TE1079  ___________________________________________________________________
 TE1079* NAD 83(1986)-  48 32 38.     (N)    098 45 44.     (W)     SCALED    
 TE1079* NAVD 88     -       474.287  (meters)    1556.06   (feet)  ADJUSTED  
 TE1079  ___________________________________________________________________
 TE1079  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE1079  DYNAMIC HT  -         474.383 (meters)    1556.37  (feet)  COMP
 TE1079  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 TE1079
 TE1079  VERT ORDER  -  SECOND    CLASS 0
 TE1079
 TE1079.The horizontal coordinates were scaled from a topographic map and have
 TE1079.an estimated accuracy of +/- 6 seconds.
 TE1079
 TE1079.The orthometric height was determined by differential leveling
 TE1079.and adjusted by the National Geodetic Survey in June 1991..
 TE1079
 TE1079.The geoid height was determined by GEOID03.
 TE1079
 TE1079.The dynamic height is computed by dividing the NAVD 88
 TE1079.geopotential number by the normal gravity value computed on the
 TE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1079.degrees latitude (g = 980.6199 gals.).
 TE1079
 TE1079.The modeled gravity was interpolated from observed gravity values.
 TE1079
 TE1079;                    North         East    Units  Estimated Accuracy
 TE1079;SPC ND N     -   173,100.      728,300.      MT  (+/- 180 meters Scaled)
 TE1079
 TE1079                          SUPERSEDED SURVEY CONTROL
 TE1079
 TE1079  NGVD 29 (??/??/92)  473.89   (m)         1554.8    (f) COMPUTED    2 0
 TE1079
 TE1079.Superseded values are not recommended for survey control.
 TE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1079.See file dsdata.txt to determine how the superseded data were derived.
 TE1079
 TE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU175767(NAD 83)
 TE1079_MARKER: DB = BENCH MARK DISK
 TE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1079_STAMPING: M 260 1963
 TE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1079+STABILITY: SURFACE MOTION
 TE1079
 TE1079  HISTORY     - Date     Condition        Report By
 TE1079  HISTORY     - 1963     MONUMENTED       CGS
 TE1079
 TE1079                          STATION DESCRIPTION
 TE1079
 TE1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1079'5.3 MI W FROM HAMPDEN.
 TE1079'ABOUT 5.3 MILES WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1079'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 34, R 63 W, T 159
 TE1079'N, ABOUT 0.15 MILE EAST OF A WHITE FARMHOUSE AND A LARGE BARN NORTH OF
 TE1079'THE ROAD, ON THE NORTH SLOPE OF A SMALL KNOLL BETWEEN TWO RAVINES, 98
 TE1079'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET WEST OF A POWER
 TE1079'POLE, IN LINE WITH A ROW OF POLES, 1.7 FEET EAST OF A METAL WITNESS
 TE1079'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE1079'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0386 ***********************************************************************
 SL0386  DESIGNATION -  M 261
 SL0386  PID         -  SL0386
 SL0386  STATE/COUNTY-  ND/GRAND FORKS
 SL0386  USGS QUAD   -  KELLY (1963)
 SL0386
 SL0386                         *CURRENT SURVEY CONTROL
 SL0386  ___________________________________________________________________
 SL0386* NAD 83(1986)-  47 55 07.     (N)    097 11 49.     (W)     SCALED    
 SL0386* NAVD 88     -       258.039  (meters)     846.58   (feet)  ADJUSTED  
 SL0386  ___________________________________________________________________
 SL0386  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 SL0386  DYNAMIC HT  -         258.085 (meters)     846.73  (feet)  COMP
 SL0386  MODELED GRAV-     980,783.9   (mgal)                       NAVD 88
 SL0386
 SL0386  VERT ORDER  -  FIRST     CLASS II
 SL0386
 SL0386.The horizontal coordinates were scaled from a topographic map and have
 SL0386.an estimated accuracy of +/- 6 seconds.
 SL0386
 SL0386.The orthometric height was determined by differential leveling
 SL0386.and adjusted by the National Geodetic Survey in June 1991..
 SL0386
 SL0386.The geoid height was determined by GEOID03.
 SL0386
 SL0386.The dynamic height is computed by dividing the NAVD 88
 SL0386.geopotential number by the normal gravity value computed on the
 SL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0386.degrees latitude (g = 980.6199 gals.).
 SL0386
 SL0386.The modeled gravity was interpolated from observed gravity values.
 SL0386
 SL0386;                    North         East    Units  Estimated Accuracy
 SL0386;SPC ND N     -   107,430.      846,790.      MT  (+/- 180 meters Scaled)
 SL0386
 SL0386                          SUPERSEDED SURVEY CONTROL
 SL0386
 SL0386  NGVD 29 (??/??/92)  257.699  (m)          845.47   (f) ADJ UNCH    1 2
 SL0386
 SL0386.Superseded values are not recommended for survey control.
 SL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0386.See file dsdata.txt to determine how the superseded data were derived.
 SL0386
 SL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU347088(NAD 83)
 SL0386_MARKER: DB = BENCH MARK DISK
 SL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0386_STAMPING: M 261 1963
 SL0386_MARK LOGO: CGS   
 SL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0386+STABILITY: SURFACE MOTION
 SL0386
 SL0386  HISTORY     - Date     Condition        Report By
 SL0386  HISTORY     - 1963     MONUMENTED       CGS
 SL0386  HISTORY     - 1981     GOOD             NGS
 SL0386
 SL0386                          STATION DESCRIPTION
 SL0386
 SL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0386'7.6 MI W FROM GRAND FORKS.
 SL0386'ABOUT 7.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0386'AT GRAND FORKS, IN S 5, R 51 W, T 151 N, 145 FEET NORTHWEST OF THE
 SL0386'CENTER OF A ROAD CROSSING, 58.5 FEET NORTH OF THE NORTH RAIL, 3.0 FEET
 SL0386'SOUTH OF A TELEGRAPH POLE BRACED BY TWO GUY WIRES, 2.5 FEET NORTH OF A
 SL0386'TELEGRAPH POLE NUMBERED E 34 AND BRACED BY TWO GUY WIRES, 1.5 FEET
 SL0386'EAST OF A METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 SL0386'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0386
 SL0386                          STATION RECOVERY (1981)
 SL0386
 SL0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0386'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0386'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0418 ***********************************************************************
 SL0418  DESIGNATION -  M 262
 SL0418  PID         -  SL0418
 SL0418  STATE/COUNTY-  ND/GRAND FORKS
 SL0418  USGS QUAD   -  ARVILLA (1963)
 SL0418
 SL0418                         *CURRENT SURVEY CONTROL
 SL0418  ___________________________________________________________________
 SL0418* NAD 83(1986)-  47 55 09.     (N)    097 28 32.     (W)     SCALED    
 SL0418* NAVD 88     -       301.542  (meters)     989.31   (feet)  ADJUSTED  
 SL0418  ___________________________________________________________________
 SL0418  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 SL0418  DYNAMIC HT  -         301.593 (meters)     989.48  (feet)  COMP
 SL0418  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 SL0418
 SL0418  VERT ORDER  -  FIRST     CLASS II
 SL0418
 SL0418.The horizontal coordinates were scaled from a topographic map and have
 SL0418.an estimated accuracy of +/- 6 seconds.
 SL0418
 SL0418.The orthometric height was determined by differential leveling
 SL0418.and adjusted by the National Geodetic Survey in June 1991..
 SL0418
 SL0418.The geoid height was determined by GEOID03.
 SL0418
 SL0418.The dynamic height is computed by dividing the NAVD 88
 SL0418.geopotential number by the normal gravity value computed on the
 SL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0418.degrees latitude (g = 980.6199 gals.).
 SL0418
 SL0418.The modeled gravity was interpolated from observed gravity values.
 SL0418
 SL0418;                    North         East    Units  Estimated Accuracy
 SL0418;SPC ND N     -   106,630.      825,980.      MT  (+/- 180 meters Scaled)
 SL0418
 SL0418                          SUPERSEDED SURVEY CONTROL
 SL0418
 SL0418  NGVD 29 (??/??/92)  301.189  (m)          988.15   (f) ADJ UNCH    1 2
 SL0418
 SL0418.Superseded values are not recommended for survey control.
 SL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0418.See file dsdata.txt to determine how the superseded data were derived.
 SL0418
 SL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU138084(NAD 83)
 SL0418_MARKER: DB = BENCH MARK DISK
 SL0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0418_SP_SET: ABUTMENT
 SL0418_STAMPING: M 262 1963
 SL0418_MARK LOGO: CGS   
 SL0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0418
 SL0418  HISTORY     - Date     Condition        Report By
 SL0418  HISTORY     - 1963     MONUMENTED       CGS
 SL0418  HISTORY     - 1981     GOOD             NGS
 SL0418
 SL0418                          STATION DESCRIPTION
 SL0418
 SL0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0418'1.05 MI E FROM ARVILLA.
 SL0418'ABOUT 1.05 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0418'STATION AT ARVILLA, IN S 6, R 53 W, T 151 N, SET IN THE TOP OF THE
 SL0418'NORTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 17.2,
 SL0418'6.9 FEET NORTH OF THE NORTH RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SL0418'TRACK, AND 1.5 FEET SOUTH OF THE NORTH EDGE OF THE ABUTMENT.
 SL0418
 SL0418                          STATION RECOVERY (1981)
 SL0418
 SL0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0418'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY FROM THE STATION
 SL0418'IN ARVILLA, ADD BURLINGTON NORTHERN RAILWAY FROM THE POST OFFICE IN
 SL0418'ARVILLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0828 ***********************************************************************
 SL0828  DESIGNATION -  M 263
 SL0828  PID         -  SL0828
 SL0828  STATE/COUNTY-  ND/GRAND FORKS
 SL0828  USGS QUAD   -  NIAGARA (1963)
 SL0828
 SL0828                         *CURRENT SURVEY CONTROL
 SL0828  ___________________________________________________________________
 SL0828* NAD 83(1986)-  47 59 41.     (N)    097 51 52.     (W)     SCALED    
 SL0828* NAVD 88     -       436.566  (meters)    1432.30   (feet)  ADJUSTED  
 SL0828  ___________________________________________________________________
 SL0828  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL0828  DYNAMIC HT  -         436.636 (meters)    1432.53  (feet)  COMP
 SL0828  MODELED GRAV-     980,760.4   (mgal)                       NAVD 88
 SL0828
 SL0828  VERT ORDER  -  FIRST     CLASS II
 SL0828
 SL0828.The horizontal coordinates were scaled from a topographic map and have
 SL0828.an estimated accuracy of +/- 6 seconds.
 SL0828
 SL0828.The orthometric height was determined by differential leveling
 SL0828.and adjusted by the National Geodetic Survey in June 1991..
 SL0828
 SL0828.The geoid height was determined by GEOID03.
 SL0828
 SL0828.The dynamic height is computed by dividing the NAVD 88
 SL0828.geopotential number by the normal gravity value computed on the
 SL0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0828.degrees latitude (g = 980.6199 gals.).
 SL0828
 SL0828.The modeled gravity was interpolated from observed gravity values.
 SL0828
 SL0828;                    North         East    Units  Estimated Accuracy
 SL0828;SPC ND N     -   113,960.      796,650.      MT  (+/- 180 meters Scaled)
 SL0828
 SL0828                          SUPERSEDED SURVEY CONTROL
 SL0828
 SL0828  NGVD 29 (??/??/92)  436.191  (m)         1431.07   (f) ADJ UNCH    1 2
 SL0828
 SL0828.Superseded values are not recommended for survey control.
 SL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0828.See file dsdata.txt to determine how the superseded data were derived.
 SL0828
 SL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU847163(NAD 83)
 SL0828_MARKER: DB = BENCH MARK DISK
 SL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0828_STAMPING: M 263 1963
 SL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0828+STABILITY: SURFACE MOTION
 SL0828
 SL0828  HISTORY     - Date     Condition        Report By
 SL0828  HISTORY     - 1963     MONUMENTED       CGS
 SL0828  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0828
 SL0828                          STATION DESCRIPTION
 SL0828
 SL0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0828'0.3 MI E FROM NIAGARA.
 SL0828'ABOUT 0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0828'AT NIAGARA, IN S 7, R 56 W, T 152 N, 92 FEET NORTH ACROSS THE TRACK
 SL0828'FROM MILEPOST 38, 70 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 SL0828'27.5 FEET NORTH OF THE MORE NORTHERLY OF TWO TELEGRAPH POLES, 1.5 FEET
 SL0828'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SL0828'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0828
 SL0828                          STATION RECOVERY (1982)
 SL0828
 SL0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0828'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0601 ***********************************************************************
 TE0601  DESIGNATION -  M 264
 TE0601  PID         -  TE0601
 TE0601  STATE/COUNTY-  ND/NELSON
 TE0601  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0601
 TE0601                         *CURRENT SURVEY CONTROL
 TE0601  ___________________________________________________________________
 TE0601* NAD 83(1986)-  48 02 59.     (N)    098 13 37.     (W)     SCALED    
 TE0601* NAVD 88     -       463.652  (meters)    1521.16   (feet)  ADJUSTED  
 TE0601  ___________________________________________________________________
 TE0601  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 TE0601  DYNAMIC HT  -         463.729 (meters)    1521.42  (feet)  COMP
 TE0601  MODELED GRAV-     980,762.0   (mgal)                       NAVD 88
 TE0601
 TE0601  VERT ORDER  -  SECOND    CLASS 0
 TE0601
 TE0601.The horizontal coordinates were scaled from a topographic map and have
 TE0601.an estimated accuracy of +/- 6 seconds.
 TE0601
 TE0601.The orthometric height was determined by differential leveling
 TE0601.and adjusted by the National Geodetic Survey in June 1991..
 TE0601
 TE0601.The geoid height was determined by GEOID03.
 TE0601
 TE0601.The dynamic height is computed by dividing the NAVD 88
 TE0601.geopotential number by the normal gravity value computed on the
 TE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0601.degrees latitude (g = 980.6199 gals.).
 TE0601
 TE0601.The modeled gravity was interpolated from observed gravity values.
 TE0601
 TE0601;                    North         East    Units  Estimated Accuracy
 TE0601;SPC ND N     -   119,210.      769,430.      MT  (+/- 180 meters Scaled)
 TE0601
 TE0601                          SUPERSEDED SURVEY CONTROL
 TE0601
 TE0601  NGVD 29 (??/??/92)  463.275  (m)         1519.93   (f) ADJ UNCH    2 0
 TE0601
 TE0601.Superseded values are not recommended for survey control.
 TE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0601.See file dsdata.txt to determine how the superseded data were derived.
 TE0601
 TE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU576221(NAD 83)
 TE0601_MARKER: DB = BENCH MARK DISK
 TE0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0601_STAMPING: M 264 1963
 TE0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0601+STABILITY: SURFACE MOTION
 TE0601
 TE0601  HISTORY     - Date     Condition        Report By
 TE0601  HISTORY     - 1963     MONUMENTED       CGS
 TE0601
 TE0601                          STATION DESCRIPTION
 TE0601
 TE0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0601'1.5 MI N FROM MAPES.
 TE0601'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0601'AT MAPES, THENCE 1.3 MILES NORTH ALONG A GRAVELED COUNTY ROAD, IN S
 TE0601'27, R 59 W, T 153 N, 135 FEET SOUTHEAST OF THE CENTER OF THE
 TE0601'INTERSECTION OF AN EAST-WEST ROAD, 129 FEET EAST OF THE CENTERLINE OF
 TE0601'THE ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 5.0
 TE0601'FEET WEST OF A POWER POLE BRACED BY A GUY WIRE, 2.0 FEET NORTH OF A
 TE0601'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE NORTH-SOUTH
 TE0601'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0469 ***********************************************************************
 TE0469  DESIGNATION -  M 265
 TE0469  PID         -  TE0469
 TE0469  STATE/COUNTY-  ND/WALSH
 TE0469  USGS QUAD   -  ADAMS SW (1972)
 TE0469
 TE0469                         *CURRENT SURVEY CONTROL
 TE0469  ___________________________________________________________________
 TE0469* NAD 83(1986)-  48 22 10.     (N)    098 13 28.     (W)     SCALED    
 TE0469* NAVD 88     -       473.800  (meters)    1554.46   (feet)  ADJUSTED  
 TE0469  ___________________________________________________________________
 TE0469  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 TE0469  DYNAMIC HT  -         473.895 (meters)    1554.77  (feet)  COMP
 TE0469  MODELED GRAV-     980,795.6   (mgal)                       NAVD 88
 TE0469
 TE0469  VERT ORDER  -  SECOND    CLASS 0
 TE0469
 TE0469.The horizontal coordinates were scaled from a topographic map and have
 TE0469.an estimated accuracy of +/- 6 seconds.
 TE0469
 TE0469.The orthometric height was determined by differential leveling
 TE0469.and adjusted by the National Geodetic Survey in June 1991..
 TE0469
 TE0469.The geoid height was determined by GEOID03.
 TE0469
 TE0469.The dynamic height is computed by dividing the NAVD 88
 TE0469.geopotential number by the normal gravity value computed on the
 TE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0469.degrees latitude (g = 980.6199 gals.).
 TE0469
 TE0469.The modeled gravity was interpolated from observed gravity values.
 TE0469
 TE0469;                    North         East    Units  Estimated Accuracy
 TE0469;SPC ND N     -   154,750.      768,570.      MT  (+/- 180 meters Scaled)
 TE0469
 TE0469                          SUPERSEDED SURVEY CONTROL
 TE0469
 TE0469  NGVD 29 (??/??/92)  473.427  (m)         1553.24   (f) ADJ UNCH    2 0
 TE0469
 TE0469.Superseded values are not recommended for survey control.
 TE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0469.See file dsdata.txt to determine how the superseded data were derived.
 TE0469
 TE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU574576(NAD 83)
 TE0469_MARKER: DB = BENCH MARK DISK
 TE0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0469_STAMPING: M 265 1963
 TE0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0469+STABILITY: SURFACE MOTION
 TE0469
 TE0469  HISTORY     - Date     Condition        Report By
 TE0469  HISTORY     - 1963     MONUMENTED       CGS
 TE0469
 TE0469                          STATION DESCRIPTION
 TE0469
 TE0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0469'8.5 MI S FROM FAIRDALE.
 TE0469'ABOUT 5.2 MILES SOUTH ALONG PAVED COUNTY ROAD 22 FROM THE POST OFFICE
 TE0469'AT FAIRDALE, THENCE 3.0 MILES SOUTH ALONG GRAVELED COUNTY ROAD 22,
 TE0469'THENCE 0.3 MILE EAST ALONG A GRAVELED COUNTY ROAD, IN S 35, R 59 W, T
 TE0469'157 N, 0.05 MILE WEST OF A FIELD TURNOUT, 53 FEET NORTH OF THE
 TE0469'CENTERLINE OF THE ROAD, 3.0 FEET EAST OF A POWER POLE, 1.5 FEET SOUTH
 TE0469'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 TE0469'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0462 ***********************************************************************
 TE0462  DESIGNATION -  M 266
 TE0462  PID         -  TE0462
 TE0462  STATE/COUNTY-  ND/WALSH
 TE0462  USGS QUAD   -  ADAMS SW (1972)
 TE0462
 TE0462                         *CURRENT SURVEY CONTROL
 TE0462  ___________________________________________________________________
 TE0462* NAD 83(1986)-  48 16 54.     (N)    098 13 38.     (W)     SCALED    
 TE0462* NAVD 88     -       467.706  (meters)    1534.47   (feet)  ADJUSTED  
 TE0462  ___________________________________________________________________
 TE0462  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0462  DYNAMIC HT  -         467.793 (meters)    1534.75  (feet)  COMP
 TE0462  MODELED GRAV-     980,783.2   (mgal)                       NAVD 88
 TE0462
 TE0462  VERT ORDER  -  SECOND    CLASS 0
 TE0462
 TE0462.The horizontal coordinates were scaled from a topographic map and have
 TE0462.an estimated accuracy of +/- 6 seconds.
 TE0462
 TE0462.The orthometric height was determined by differential leveling
 TE0462.and adjusted by the National Geodetic Survey in June 1991..
 TE0462
 TE0462.The geoid height was determined by GEOID03.
 TE0462
 TE0462.The dynamic height is computed by dividing the NAVD 88
 TE0462.geopotential number by the normal gravity value computed on the
 TE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0462.degrees latitude (g = 980.6199 gals.).
 TE0462
 TE0462.The modeled gravity was interpolated from observed gravity values.
 TE0462
 TE0462;                    North         East    Units  Estimated Accuracy
 TE0462;SPC ND N     -   144,990.      768,650.      MT  (+/- 180 meters Scaled)
 TE0462
 TE0462                          SUPERSEDED SURVEY CONTROL
 TE0462
 TE0462  NGVD 29 (??/??/92)  467.331  (m)         1533.24   (f) ADJ UNCH    2 0
 TE0462
 TE0462.Superseded values are not recommended for survey control.
 TE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0462.See file dsdata.txt to determine how the superseded data were derived.
 TE0462
 TE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU573478(NAD 83)
 TE0462_MARKER: DB = BENCH MARK DISK
 TE0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0462_STAMPING: M 266 1963
 TE0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0462+STABILITY: SURFACE MOTION
 TE0462
 TE0462  HISTORY     - Date     Condition        Report By
 TE0462  HISTORY     - 1963     MONUMENTED       CGS
 TE0462
 TE0462                          STATION DESCRIPTION
 TE0462
 TE0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0462'8.5 MI N FROM PELTO.
 TE0462'ABOUT 8.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0462'CROSSING AT PELTO, IN S 3, R 59 W, T 155 N, 69 FEET SOUTHEAST OF THE
 TE0462'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 56 FEET EAST OF THE
 TE0462'CENTERLINE OF THE ROAD, 43.5 FEET SOUTH OF THE CENTERLINE OF THE
 TE0462'EAST-WEST ROAD, 9.0 FEET NORTHEAST OF A POWER POLE BRACED BY A GUY
 TE0462'WIRE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0462'LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0462'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0643 ***********************************************************************
 TE0643  DESIGNATION -  M 267
 TE0643  PID         -  TE0643
 TE0643  STATE/COUNTY-  ND/WALSH
 TE0643  USGS QUAD   -  WHITMAN (1971)
 TE0643
 TE0643                         *CURRENT SURVEY CONTROL
 TE0643  ___________________________________________________________________
 TE0643* NAD 83(1986)-  48 13 26.     (N)    098 07 08.     (W)     SCALED    
 TE0643* NAVD 88     -       470.478  (meters)    1543.56   (feet)  ADJUSTED  
 TE0643  ___________________________________________________________________
 TE0643  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 TE0643  DYNAMIC HT  -         470.560 (meters)    1543.83  (feet)  COMP
 TE0643  MODELED GRAV-     980,771.0   (mgal)                       NAVD 88
 TE0643
 TE0643  VERT ORDER  -  SECOND    CLASS 0
 TE0643
 TE0643.The horizontal coordinates were scaled from a topographic map and have
 TE0643.an estimated accuracy of +/- 6 seconds.
 TE0643
 TE0643.The orthometric height was determined by differential leveling
 TE0643.and adjusted by the National Geodetic Survey in June 1991..
 TE0643
 TE0643.The geoid height was determined by GEOID03.
 TE0643
 TE0643.The dynamic height is computed by dividing the NAVD 88
 TE0643.geopotential number by the normal gravity value computed on the
 TE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0643.degrees latitude (g = 980.6199 gals.).
 TE0643
 TE0643.The modeled gravity was interpolated from observed gravity values.
 TE0643
 TE0643;                    North         East    Units  Estimated Accuracy
 TE0643;SPC ND N     -   138,810.      776,880.      MT  (+/- 180 meters Scaled)
 TE0643
 TE0643                          SUPERSEDED SURVEY CONTROL
 TE0643
 TE0643  NGVD 29 (??/??/92)  470.099  (m)         1542.32   (f) ADJ UNCH    2 0
 TE0643
 TE0643.Superseded values are not recommended for survey control.
 TE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0643.See file dsdata.txt to determine how the superseded data were derived.
 TE0643
 TE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU654415(NAD 83)
 TE0643_MARKER: DB = BENCH MARK DISK
 TE0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0643_STAMPING: M 267 1963
 TE0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0643+STABILITY: SURFACE MOTION
 TE0643
 TE0643  HISTORY     - Date     Condition        Report By
 TE0643  HISTORY     - 1963     MONUMENTED       CGS
 TE0643  HISTORY     - 1968     GOOD             DOD
 TE0643
 TE0643                          STATION DESCRIPTION
 TE0643
 TE0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0643'4.6 MI N FROM WHITMAN.
 TE0643'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0643'WHITMAN, THENCE 4.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 35, IN S
 TE0643'21, R 58 W, T 155 N, 112 FEET NORTHEAST OF THE CENTER OF THE
 TE0643'INTERSECTION OF AN EAST-WEST ROAD, 100 FEET EAST OF THE CENTERLINE OF
 TE0643'THE ROAD, 36.5 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5
 TE0643'FEET WEST OF A TELEPHONE POLE, 3.0 FEET NORTH OF A FENCE CORNER, 1.5
 TE0643'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 TE0643'THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0643'0.6 FOOT.
 TE0643
 TE0643                          STATION RECOVERY (1968)
 TE0643
 TE0643'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0588 ***********************************************************************
 TD0588  DESIGNATION -  M 268
 TD0588  PID         -  TD0588
 TD0588  STATE/COUNTY-  ND/NELSON
 TD0588  USGS QUAD   -  FORDVILLE SW (1971)
 TD0588
 TD0588                         *CURRENT SURVEY CONTROL
 TD0588  ___________________________________________________________________
 TD0588* NAD 83(1986)-  48 02 06.     (N)    097 59 25.     (W)     SCALED    
 TD0588* NAVD 88     -       464.799  (meters)    1524.93   (feet)  ADJUSTED  
 TD0588  ___________________________________________________________________
 TD0588  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 TD0588  DYNAMIC HT  -         464.885 (meters)    1525.21  (feet)  COMP
 TD0588  MODELED GRAV-     980,781.5   (mgal)                       NAVD 88
 TD0588
 TD0588  VERT ORDER  -  SECOND    CLASS 0
 TD0588
 TD0588.The horizontal coordinates were scaled from a topographic map and have
 TD0588.an estimated accuracy of +/- 6 seconds.
 TD0588
 TD0588.The orthometric height was determined by differential leveling
 TD0588.and adjusted by the National Geodetic Survey in June 1991..
 TD0588
 TD0588.The geoid height was determined by GEOID03.
 TD0588
 TD0588.The dynamic height is computed by dividing the NAVD 88
 TD0588.geopotential number by the normal gravity value computed on the
 TD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0588.degrees latitude (g = 980.6199 gals.).
 TD0588
 TD0588.The modeled gravity was interpolated from observed gravity values.
 TD0588
 TD0588;                    North         East    Units  Estimated Accuracy
 TD0588;SPC ND N     -   118,120.      787,120.      MT  (+/- 180 meters Scaled)
 TD0588
 TD0588                          SUPERSEDED SURVEY CONTROL
 TD0588
 TD0588  NGVD 29 (??/??/92)  464.432  (m)         1523.72   (f) ADJ UNCH    2 0
 TD0588
 TD0588.Superseded values are not recommended for survey control.
 TD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0588.See file dsdata.txt to determine how the superseded data were derived.
 TD0588
 TD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752206(NAD 83)
 TD0588_MARKER: DB = BENCH MARK DISK
 TD0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0588_STAMPING: M 268 1963
 TD0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0588+STABILITY: SURFACE MOTION
 TD0588
 TD0588  HISTORY     - Date     Condition        Report By
 TD0588  HISTORY     - 1963     MONUMENTED       CGS
 TD0588  HISTORY     - 1968     GOOD             USAF
 TD0588
 TD0588                          STATION DESCRIPTION
 TD0588
 TD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0588'1.9 MI N FROM PETERSBURG.
 TD0588'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TD0588'AT PETERSBURG, THENCE 1.8 MILES NORTH ALONG A GRAVELED COUNTY ROAD, IN
 TD0588'S 32, R 57 W, T 153 N, 70 FEET SOUTHWEST OF THE CENTER OF THE
 TD0588'INTERSECTION OF AN EAST-WEST ROAD, 59 FEET WEST OF THE CENTERLINE OF
 TD0588'THE NORTH-SOUTH ROAD, 39 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TD0588'ROAD, 5.5 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS
 TD0588'POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TD0588'CONCRETE POST PROJECTING 0.5 FOOT.
 TD0588
 TD0588                          STATION RECOVERY (1968)
 TD0588
 TD0588'RECOVERY NOTE BY US AIR FORCE 1968
 TD0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0511 ***********************************************************************
 TD0511  DESIGNATION -  M 269
 TD0511  PID         -  TD0511
 TD0511  STATE/COUNTY-  ND/GRAND FORKS
 TD0511  USGS QUAD   -  FORDVILLE SE (1963)
 TD0511
 TD0511                         *CURRENT SURVEY CONTROL
 TD0511  ___________________________________________________________________
 TD0511* NAD 83(1986)-  48 07 20.     (N)    097 45 45.     (W)     SCALED    
 TD0511* NAVD 88     -       349.503  (meters)    1146.66   (feet)  ADJUSTED  
 TD0511  ___________________________________________________________________
 TD0511  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 TD0511  DYNAMIC HT  -         349.568 (meters)    1146.87  (feet)  COMP
 TD0511  MODELED GRAV-     980,788.3   (mgal)                       NAVD 88
 TD0511
 TD0511  VERT ORDER  -  SECOND    CLASS 0
 TD0511
 TD0511.The horizontal coordinates were scaled from a topographic map and have
 TD0511.an estimated accuracy of +/- 6 seconds.
 TD0511
 TD0511.The orthometric height was determined by differential leveling
 TD0511.and adjusted by the National Geodetic Survey in June 1991..
 TD0511
 TD0511.The geoid height was determined by GEOID03.
 TD0511
 TD0511.The dynamic height is computed by dividing the NAVD 88
 TD0511.geopotential number by the normal gravity value computed on the
 TD0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0511.degrees latitude (g = 980.6199 gals.).
 TD0511
 TD0511.The modeled gravity was interpolated from observed gravity values.
 TD0511
 TD0511;                    North         East    Units  Estimated Accuracy
 TD0511;SPC ND N     -   128,390.      803,750.      MT  (+/- 180 meters Scaled)
 TD0511
 TD0511                          SUPERSEDED SURVEY CONTROL
 TD0511
 TD0511  NGVD 29 (??/??/92)  349.153  (m)         1145.51   (f) ADJ UNCH    2 0
 TD0511
 TD0511.Superseded values are not recommended for survey control.
 TD0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0511.See file dsdata.txt to determine how the superseded data were derived.
 TD0511
 TD0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU920306(NAD 83)
 TD0511_MARKER: DB = BENCH MARK DISK
 TD0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0511_STAMPING: M 269 1963
 TD0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0511+STABILITY: SURFACE MOTION
 TD0511
 TD0511  HISTORY     - Date     Condition        Report By
 TD0511  HISTORY     - 1963     MONUMENTED       CGS
 TD0511  HISTORY     - 1964     GOOD             NGS
 TD0511
 TD0511                          STATION DESCRIPTION
 TD0511
 TD0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0511'10.1 MI SE FROM DAHLEN.
 TD0511'ABOUT 0.1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 TD0511'STATION AT DAHLEN, THENCE 0.5 MILE SOUTH ALONG A GRAVELED COUNTY ROAD,
 TD0511'THENCE 3.0 MILES EAST ALONG GRAVELED COUNTY ROAD 1, TYHENCE 2.0 MILES
 TD0511'SOUTH ALONG STATE HIGHWAY 32, THENCE 4.5 MILES EAST ALONG A COUNTY
 TD0511'ROAD, IN S 31, R 55 W, T 154 N, 75 FEET EAST OF THE EXTENDED
 TD0511'CENTERLINE OF A DRIVEWAY LEADING NORTH, 45 FEET SOUTH OF THE
 TD0511'CENTERLINE OF THE ROAD, 4.5 FEET WEST OF A TELEPHONE POLE BRACED BY A
 TD0511'GUY WIRE, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TD0511'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TD0511'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0221 ***********************************************************************
 RQ0221  DESIGNATION -  M 27
 RQ0221  PID         -  RQ0221
 RQ0221  STATE/COUNTY-  ND/LA MOURE
 RQ0221  USGS QUAD   -  ADRIAN (1953)
 RQ0221
 RQ0221                         *CURRENT SURVEY CONTROL
 RQ0221  ___________________________________________________________________
 RQ0221* NAD 83(1986)-  46 33 34.     (N)    098 30 55.     (W)     SCALED    
 RQ0221* NAVD 88     -       407.682  (meters)    1337.54   (feet)  ADJUSTED  
 RQ0221  ___________________________________________________________________
 RQ0221  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 RQ0221  DYNAMIC HT  -         407.686 (meters)    1337.55  (feet)  COMP
 RQ0221  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 RQ0221
 RQ0221  VERT ORDER  -  FIRST     CLASS II
 RQ0221
 RQ0221.The horizontal coordinates were scaled from a topographic map and have
 RQ0221.an estimated accuracy of +/- 6 seconds.
 RQ0221
 RQ0221.The orthometric height was determined by differential leveling
 RQ0221.and adjusted by the National Geodetic Survey in June 1991..
 RQ0221
 RQ0221.The geoid height was determined by GEOID03.
 RQ0221
 RQ0221.The dynamic height is computed by dividing the NAVD 88
 RQ0221.geopotential number by the normal gravity value computed on the
 RQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0221.degrees latitude (g = 980.6199 gals.).
 RQ0221
 RQ0221.The modeled gravity was interpolated from observed gravity values.
 RQ0221
 RQ0221;                    North         East    Units  Estimated Accuracy
 RQ0221;SPC ND S     -   101,160.      752,160.      MT  (+/- 180 meters Scaled)
 RQ0221
 RQ0221                          SUPERSEDED SURVEY CONTROL
 RQ0221
 RQ0221  NGVD 29 (??/??/92)  407.330  (m)         1336.38   (f) ADJ UNCH    1 2
 RQ0221
 RQ0221.Superseded values are not recommended for survey control.
 RQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0221.See file dsdata.txt to determine how the superseded data were derived.
 RQ0221
 RQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS371563(NAD 83)
 RQ0221_MARKER: DB = BENCH MARK DISK
 RQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0221_STAMPING: M-27 1934
 RQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0221+STABILITY: SURFACE MOTION
 RQ0221
 RQ0221  HISTORY     - Date     Condition        Report By
 RQ0221  HISTORY     - 1934     MONUMENTED       CGS
 RQ0221
 RQ0221                          STATION DESCRIPTION
 RQ0221
 RQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0221'2.8 MI W FROM DICKEY.
 RQ0221'2.8 MILES WEST OF DEPOT AT ALONG THE NORTHERN PACIFIC RAILROAD, AT
 RQ0221'ROAD CROSSING.  5 POLES NORTHWEST OF MILEPOLE NO.30.  SET IN POST, 47
 RQ0221'FEET SOUTHWEST OF CENTERLINE OF THE TRACKS, 22 FEET NORTHWEST OF
 RQ0221'CENTERLINE OF THE ROAD AND 3 FEET NORTH OF RIGHT OF WAY FENCE CORNER.
 RQ0221'ABOUT 2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0571 ***********************************************************************
 TD0571  DESIGNATION -  M 270
 TD0571  PID         -  TD0571
 TD0571  STATE/COUNTY-  ND/GRAND FORKS
 TD0571  USGS QUAD   -  FORDVILLE SE (1963)
 TD0571
 TD0571                         *CURRENT SURVEY CONTROL
 TD0571  ___________________________________________________________________
 TD0571* NAD 83(1986)-  48 04 37.     (N)    097 51 38.     (W)     SCALED    
 TD0571* NAVD 88     -       414.855  (meters)    1361.07   (feet)  ADJUSTED  
 TD0571  ___________________________________________________________________
 TD0571  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0571  DYNAMIC HT  -         414.927 (meters)    1361.31  (feet)  COMP
 TD0571  MODELED GRAV-     980,773.3   (mgal)                       NAVD 88
 TD0571
 TD0571  VERT ORDER  -  SECOND    CLASS 0
 TD0571
 TD0571.The horizontal coordinates were scaled from a topographic map and have
 TD0571.an estimated accuracy of +/- 6 seconds.
 TD0571
 TD0571.The orthometric height was determined by differential leveling
 TD0571.and adjusted by the National Geodetic Survey in June 1991..
 TD0571
 TD0571.The geoid height was determined by GEOID03.
 TD0571
 TD0571.The dynamic height is computed by dividing the NAVD 88
 TD0571.geopotential number by the normal gravity value computed on the
 TD0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0571.degrees latitude (g = 980.6199 gals.).
 TD0571
 TD0571.The modeled gravity was interpolated from observed gravity values.
 TD0571
 TD0571;                    North         East    Units  Estimated Accuracy
 TD0571;SPC ND N     -   123,110.      796,630.      MT  (+/- 180 meters Scaled)
 TD0571
 TD0571                          SUPERSEDED SURVEY CONTROL
 TD0571
 TD0571  NGVD 29 (??/??/92)  414.49   (m)         1359.9    (f) COMPUTED    2 0
 TD0571
 TD0571.Superseded values are not recommended for survey control.
 TD0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0571.See file dsdata.txt to determine how the superseded data were derived.
 TD0571
 TD0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU848254(NAD 83)
 TD0571_MARKER: DB = BENCH MARK DISK
 TD0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0571_STAMPING: M 270 1963
 TD0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0571+STABILITY: SURFACE MOTION
 TD0571
 TD0571  HISTORY     - Date     Condition        Report By
 TD0571  HISTORY     - 1963     MONUMENTED       CGS
 TD0571  HISTORY     - 1967     GOOD             NGS
 TD0571
 TD0571                          STATION DESCRIPTION
 TD0571
 TD0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TD0571'4.75 MI N FROM NIAGARA.
 TD0571'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TD0571'HIGHWAY 32, ABOUT 1/2 MILE NORTH OF NIAGARA, GO NORTH ON STATE HIGHWAY
 TD0571'32 FOR 3.1 MILES TO A CROSSROADS.  CONTINUE NORTH ON STATE HIGHWAY 32
 TD0571'FOR 1.85 MILE TO THE MARK ON THE LEFT.  M 270 IS A STANDARD DISK
 TD0571'STAMPED M 270 1963, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 TD0571'IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND. IT IS 98.5 FEET
 TD0571'WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 89.0 FEET NORTH OF A POWER
 TD0571'LINE POLE, 1.7 FEET EAST OF A FENCE CORNER POST AND 1.4 FEET SOUTH OF
 TD0571'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0743 ***********************************************************************
 TE0743  DESIGNATION -  M 271
 TE0743  PID         -  TE0743
 TE0743  STATE/COUNTY-  ND/RAMSEY
 TE0743  USGS QUAD   -  DERRICK NW (1994)
 TE0743
 TE0743                         *CURRENT SURVEY CONTROL
 TE0743  ___________________________________________________________________
 TE0743* NAD 83(1986)-  48 29 08.     (N)    098 42 32.     (W)     SCALED    
 TE0743* NAVD 88     -       466.512  (meters)    1530.55   (feet)  ADJUSTED  
 TE0743  ___________________________________________________________________
 TE0743  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 TE0743  DYNAMIC HT  -         466.604 (meters)    1530.85  (feet)  COMP
 TE0743  MODELED GRAV-     980,793.4   (mgal)                       NAVD 88
 TE0743
 TE0743  VERT ORDER  -  SECOND    CLASS 0
 TE0743
 TE0743.The horizontal coordinates were scaled from a topographic map and have
 TE0743.an estimated accuracy of +/- 6 seconds.
 TE0743
 TE0743.The orthometric height was determined by differential leveling
 TE0743.and adjusted by the National Geodetic Survey in June 1991..
 TE0743
 TE0743.The geoid height was determined by GEOID03.
 TE0743
 TE0743.The dynamic height is computed by dividing the NAVD 88
 TE0743.geopotential number by the normal gravity value computed on the
 TE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0743.degrees latitude (g = 980.6199 gals.).
 TE0743
 TE0743.The modeled gravity was interpolated from observed gravity values.
 TE0743
 TE0743;                    North         East    Units  Estimated Accuracy
 TE0743;SPC ND N     -   166,710.      732,390.      MT  (+/- 180 meters Scaled)
 TE0743
 TE0743                          SUPERSEDED SURVEY CONTROL
 TE0743
 TE0743  NGVD 29 (??/??/92)  466.125  (m)         1529.28   (f) ADJ UNCH    2 0
 TE0743
 TE0743.Superseded values are not recommended for survey control.
 TE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0743.See file dsdata.txt to determine how the superseded data were derived.
 TE0743
 TE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU215703(NAD 83)
 TE0743_MARKER: DB = BENCH MARK DISK
 TE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0743_STAMPING: M 271 1963
 TE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0743+STABILITY: SURFACE MOTION
 TE0743
 TE0743  HISTORY     - Date     Condition        Report By
 TE0743  HISTORY     - 1963     MONUMENTED       CGS
 TE0743
 TE0743                          STATION DESCRIPTION
 TE0743
 TE0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0743'7.3 MI W FROM DERRICK.
 TE0743'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0743'STATION AT DERRICK, THENCE 6.5 MILES WEST ALONG COUNTY ROAD 9, IN S
 TE0743'30, R 62 W, T 158 N, 99 FEET SOUTHEAST OF THE CENTER OF THE
 TE0743'INTERSECTION OF A GRAVELED ROAD LEADING NORTH AND A DIRT ROAD LEADING
 TE0743'SOUTH, 72.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 66
 TE0743'FEET EAST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 12 FEET WEST OF
 TE0743'A POWER POLE, 2.0 FEET NORTH OF A FENCE, 1.6 FEET WEST OF A METAL
 TE0743'WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, ABOUT 2 FEET BELOW THE
 TE0743'LEVEL OF COUNTY ROAD 9, AND SET IN THE TOP OF A CONCRETE POST
 TE0743'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0757 ***********************************************************************
 TE0757  DESIGNATION -  M 272
 TE0757  PID         -  TE0757
 TE0757  STATE/COUNTY-  ND/RAMSEY
 TE0757  USGS QUAD   -  DERRICK (1972)
 TE0757
 TE0757                         *CURRENT SURVEY CONTROL
 TE0757  ___________________________________________________________________
 TE0757* NAD 83(1986)-  48 24 46.     (N)    098 37 25.     (W)     SCALED    
 TE0757* NAVD 88     -       461.764  (meters)    1514.97   (feet)  ADJUSTED  
 TE0757  ___________________________________________________________________
 TE0757  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0757  DYNAMIC HT  -         461.852 (meters)    1515.26  (feet)  COMP
 TE0757  MODELED GRAV-     980,788.3   (mgal)                       NAVD 88
 TE0757
 TE0757  VERT ORDER  -  SECOND    CLASS 0
 TE0757
 TE0757.The horizontal coordinates were scaled from a topographic map and have
 TE0757.an estimated accuracy of +/- 6 seconds.
 TE0757
 TE0757.The orthometric height was determined by differential leveling
 TE0757.and adjusted by the National Geodetic Survey in June 1991..
 TE0757
 TE0757.The geoid height was determined by GEOID03.
 TE0757
 TE0757.The dynamic height is computed by dividing the NAVD 88
 TE0757.geopotential number by the normal gravity value computed on the
 TE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0757.degrees latitude (g = 980.6199 gals.).
 TE0757
 TE0757.The modeled gravity was interpolated from observed gravity values.
 TE0757
 TE0757;                    North         East    Units  Estimated Accuracy
 TE0757;SPC ND N     -   158,770.      738,890.      MT  (+/- 180 meters Scaled)
 TE0757
 TE0757                          SUPERSEDED SURVEY CONTROL
 TE0757
 TE0757  NGVD 29 (??/??/92)  461.38   (m)         1513.7    (f) COMPUTED    2 0
 TE0757
 TE0757.Superseded values are not recommended for survey control.
 TE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0757.See file dsdata.txt to determine how the superseded data were derived.
 TE0757
 TE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU278622(NAD 83)
 TE0757_MARKER: DB = BENCH MARK DISK
 TE0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0757_STAMPING: M 272 1963
 TE0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0757+STABILITY: SURFACE MOTION
 TE0757
 TE0757  HISTORY     - Date     Condition        Report By
 TE0757  HISTORY     - 1963     MONUMENTED       CGS
 TE0757
 TE0757                          STATION DESCRIPTION
 TE0757
 TE0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0757'7.9 MI W FROM EDMORE.
 TE0757'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0757'STATION AT EDMORE, THENCE 7.4 MILES WEST ALONG STATE HIGHWAY 17, IN S
 TE0757'22, R 62 W, T 157 N, 129 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 TE0757'ROAD INTERSECTION, 110 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 86
 TE0757'FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 3.0 FEET WEST
 TE0757'OF POWER POLE NO. 133 R AND IN LINE WITH A ROW OF POLES, 1.7 FEET EAST
 TE0757'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TE0757'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0831 ***********************************************************************
 TE0831  DESIGNATION -  M 273
 TE0831  PID         -  TE0831
 TE0831  STATE/COUNTY-  ND/RAMSEY
 TE0831  USGS QUAD   -  DERRICK (1972)
 TE0831
 TE0831                         *CURRENT SURVEY CONTROL
 TE0831  ___________________________________________________________________
 TE0831* NAD 83(1986)-  48 23 34.     (N)    098 37 22.     (W)     SCALED    
 TE0831* NAVD 88     -       459.058  (meters)    1506.09   (feet)  ADJUSTED  
 TE0831  ___________________________________________________________________
 TE0831  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE0831  DYNAMIC HT  -         459.145 (meters)    1506.38  (feet)  COMP
 TE0831  MODELED GRAV-     980,787.0   (mgal)                       NAVD 88
 TE0831
 TE0831  VERT ORDER  -  SECOND    CLASS 0
 TE0831
 TE0831.The horizontal coordinates were scaled from a topographic map and have
 TE0831.an estimated accuracy of +/- 6 seconds.
 TE0831
 TE0831.The orthometric height was determined by differential leveling
 TE0831.and adjusted by the National Geodetic Survey in June 1991..
 TE0831
 TE0831.The geoid height was determined by GEOID03.
 TE0831
 TE0831.The dynamic height is computed by dividing the NAVD 88
 TE0831.geopotential number by the normal gravity value computed on the
 TE0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0831.degrees latitude (g = 980.6199 gals.).
 TE0831
 TE0831.The modeled gravity was interpolated from observed gravity values.
 TE0831
 TE0831;                    North         East    Units  Estimated Accuracy
 TE0831;SPC ND N     -   156,550.      739,000.      MT  (+/- 180 meters Scaled)
 TE0831
 TE0831                          SUPERSEDED SURVEY CONTROL
 TE0831
 TE0831  NGVD 29 (??/??/92)  458.677  (m)         1504.84   (f) ADJ UNCH    2 0
 TE0831
 TE0831.Superseded values are not recommended for survey control.
 TE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0831.See file dsdata.txt to determine how the superseded data were derived.
 TE0831
 TE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU279600(NAD 83)
 TE0831_MARKER: DB = BENCH MARK DISK
 TE0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0831_STAMPING: M 273 1963
 TE0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0831+STABILITY: SURFACE MOTION
 TE0831
 TE0831  HISTORY     - Date     Condition        Report By
 TE0831  HISTORY     - 1963     MONUMENTED       CGS
 TE0831
 TE0831                          STATION DESCRIPTION
 TE0831
 TE0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0831'9.3 MI SW FROM EDMORE.
 TE0831'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0831'STATION AT EDMORE, THENCE 7.4 MILES WEST ALONG STATE HIGHWAY 17,
 TE0831'THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, IN S 27, R 62 W, T 157
 TE0831'N, ABOUT 0.4 MILE SOUTH OF A DIRT ROAD INTERSECTION, ABOUT MIDWAY
 TE0831'BETWEEN TWO FENCE CORNERS, 34 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TE0831'2.0 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST,
 TE0831'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0831'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0846 ***********************************************************************
 TE0846  DESIGNATION -  M 274
 TE0846  PID         -  TE0846
 TE0846  STATE/COUNTY-  ND/RAMSEY
 TE0846  USGS QUAD   -  SOUTHAM (1971)
 TE0846
 TE0846                         *CURRENT SURVEY CONTROL
 TE0846  ___________________________________________________________________
 TE0846* NAD 83(1986)-  48 12 32.     (N)    098 31 42.     (W)     SCALED    
 TE0846* NAVD 88     -       460.390  (meters)    1510.46   (feet)  ADJUSTED  
 TE0846  ___________________________________________________________________
 TE0846  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE0846  DYNAMIC HT  -         460.473 (meters)    1510.74  (feet)  COMP
 TE0846  MODELED GRAV-     980,777.3   (mgal)                       NAVD 88
 TE0846
 TE0846  VERT ORDER  -  SECOND    CLASS 0
 TE0846
 TE0846.The horizontal coordinates were scaled from a topographic map and have
 TE0846.an estimated accuracy of +/- 6 seconds.
 TE0846
 TE0846.The orthometric height was determined by differential leveling
 TE0846.and adjusted by the National Geodetic Survey in June 1991..
 TE0846
 TE0846.The geoid height was determined by GEOID03.
 TE0846
 TE0846.The dynamic height is computed by dividing the NAVD 88
 TE0846.geopotential number by the normal gravity value computed on the
 TE0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0846.degrees latitude (g = 980.6199 gals.).
 TE0846
 TE0846.The modeled gravity was interpolated from observed gravity values.
 TE0846
 TE0846;                    North         East    Units  Estimated Accuracy
 TE0846;SPC ND N     -   136,280.      746,520.      MT  (+/- 180 meters Scaled)
 TE0846
 TE0846                          SUPERSEDED SURVEY CONTROL
 TE0846
 TE0846  NGVD 29 (??/??/92)  460.013  (m)         1509.23   (f) ADJ UNCH    2 0
 TE0846
 TE0846.Superseded values are not recommended for survey control.
 TE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0846.See file dsdata.txt to determine how the superseded data were derived.
 TE0846
 TE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU350396(NAD 83)
 TE0846_MARKER: DB = BENCH MARK DISK
 TE0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0846_STAMPING: M 274 1963
 TE0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0846+STABILITY: SURFACE MOTION
 TE0846
 TE0846  HISTORY     - Date     Condition        Report By
 TE0846  HISTORY     - 1963     MONUMENTED       CGS
 TE0846
 TE0846                          STATION DESCRIPTION
 TE0846
 TE0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0846'8.3 MI W FROM BROCKET.
 TE0846'ABOUT 0.3 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0846'AT BROCKET, THENCE 8.0 MILES WEST ALONG COUNTY ROAD 7, IN S 32, R 61
 TE0846'W, T 155 N, ABOUT 1.0 MILE EAST OF THE JUNCTION OF COUNTY ROAD 4, 203
 TE0846'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A GRAVELED ROAD
 TE0846'LEADING SOUTH AND A DIRT ROAD LEADING NORTH, 190 FEET EAST OF THE
 TE0846'CENTERLINE OF THE ROAD LEADING SOUTH, 78 FEET SOUTH OF THE CENTERLINE
 TE0846'OF THE ROAD LEADING EAST, 2.0 FEET EAST OF A POWER POLE AND IN LINE
 TE0846'WITH A ROW OF POLES, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 4
 TE0846'FEET BELOW THE LEVEL OF COUNTY ROAD 7, AND SET IN THE TOP OF A
 TE0846'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0844 ***********************************************************************
 TE0844  DESIGNATION -  M 275
 TE0844  PID         -  TE0844
 TE0844  STATE/COUNTY-  ND/RAMSEY
 TE0844  USGS QUAD   -  DERRICK SE (1972)
 TE0844
 TE0844                         *CURRENT SURVEY CONTROL
 TE0844  ___________________________________________________________________
 TE0844* NAD 83(1986)-  48 17 47.     (N)    098 34 22.     (W)     SCALED    
 TE0844* NAVD 88     -       456.519  (meters)    1497.76   (feet)  ADJUSTED  
 TE0844  ___________________________________________________________________
 TE0844  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 TE0844  DYNAMIC HT  -         456.604 (meters)    1498.04  (feet)  COMP
 TE0844  MODELED GRAV-     980,783.3   (mgal)                       NAVD 88
 TE0844
 TE0844  VERT ORDER  -  SECOND    CLASS 0
 TE0844
 TE0844.The horizontal coordinates were scaled from a topographic map and have
 TE0844.an estimated accuracy of +/- 6 seconds.
 TE0844
 TE0844.The orthometric height was determined by differential leveling
 TE0844.and adjusted by the National Geodetic Survey in June 1991..
 TE0844
 TE0844.The geoid height was determined by GEOID03.
 TE0844
 TE0844.The dynamic height is computed by dividing the NAVD 88
 TE0844.geopotential number by the normal gravity value computed on the
 TE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0844.degrees latitude (g = 980.6199 gals.).
 TE0844
 TE0844.The modeled gravity was interpolated from observed gravity values.
 TE0844
 TE0844;                    North         East    Units  Estimated Accuracy
 TE0844;SPC ND N     -   145,920.      742,970.      MT  (+/- 180 meters Scaled)
 TE0844
 TE0844                          SUPERSEDED SURVEY CONTROL
 TE0844
 TE0844  NGVD 29 (??/??/92)  456.142  (m)         1496.53   (f) ADJ UNCH    2 0
 TE0844
 TE0844.Superseded values are not recommended for survey control.
 TE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0844.See file dsdata.txt to determine how the superseded data were derived.
 TE0844
 TE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU316493(NAD 83)
 TE0844_MARKER: DB = BENCH MARK DISK
 TE0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0844_STAMPING: M 275 1963
 TE0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0844+STABILITY: SURFACE MOTION
 TE0844
 TE0844  HISTORY     - Date     Condition        Report By
 TE0844  HISTORY     - 1963     MONUMENTED       CGS
 TE0844
 TE0844                          STATION DESCRIPTION
 TE0844
 TE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0844'10.0 MI W FROM LAWTON.
 TE0844'ABOUT 10.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0844'RAILWAY STATION AT LAWTON, IN S 26, R 62 W, T 156 N, ABOUT 1.0 MILE
 TE0844'WEST OF THE JUNCTION OF COUNTY ROAD 4 LEADING SOUTH, 71 FEET NORTHWEST
 TE0844'OF THE CENTER OF A DIRT ROAD INTERSECTION, 65 FEET NORTH OF THE
 TE0844'CENTERLINE OF COUNTY ROAD 8, 34.5 FEET WEST OF THE CENTERLINE OF THE
 TE0844'ROAD LEADING NORTH, 23 FEET NORTHWEST OF THE WEST END OF AN 18-INCH
 TE0844'PIPE CULVERT UNDER THE ROAD LEADING NORTH, 1.7 FEET EAST OF A METAL
 TE0844'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF COUNTY ROAD 8, AND SET
 TE0844'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1093 ***********************************************************************
 TF1093  DESIGNATION -  M 276
 TF1093  PID         -  TF1093
 TF1093  STATE/COUNTY-  ND/WARD
 TF1093  USGS QUAD   -  DES LACS (1980)
 TF1093
 TF1093                         *CURRENT SURVEY CONTROL
 TF1093  ___________________________________________________________________
 TF1093* NAD 83(1986)-  48 18 02.     (N)    101 30 10.     (W)     SCALED    
 TF1093* NAVD 88     -       492.891  (meters)    1617.09   (feet)  ADJUSTED  
 TF1093  ___________________________________________________________________
 TF1093  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 TF1093  DYNAMIC HT  -         492.976 (meters)    1617.37  (feet)  COMP
 TF1093  MODELED GRAV-     980,768.6   (mgal)                       NAVD 88
 TF1093
 TF1093  VERT ORDER  -  FIRST     CLASS II
 TF1093
 TF1093.The horizontal coordinates were scaled from a topographic map and have
 TF1093.an estimated accuracy of +/- 6 seconds.
 TF1093
 TF1093.The orthometric height was determined by differential leveling
 TF1093.and adjusted by the National Geodetic Survey in June 1991..
 TF1093
 TF1093.The geoid height was determined by GEOID03.
 TF1093
 TF1093.The dynamic height is computed by dividing the NAVD 88
 TF1093.geopotential number by the normal gravity value computed on the
 TF1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1093.degrees latitude (g = 980.6199 gals.).
 TF1093
 TF1093.The modeled gravity was interpolated from observed gravity values.
 TF1093
 TF1093;                    North         East    Units  Estimated Accuracy
 TF1093;SPC ND N     -   145,080.      525,610.      MT  (+/- 180 meters Scaled)
 TF1093
 TF1093                          SUPERSEDED SURVEY CONTROL
 TF1093
 TF1093  NGVD 29 (??/??/92)  492.517  (m)         1615.87   (f) ADJ UNCH    1 2
 TF1093
 TF1093.Superseded values are not recommended for survey control.
 TF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1093.See file dsdata.txt to determine how the superseded data were derived.
 TF1093
 TF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU143527(NAD 83)
 TF1093_MARKER: DB = BENCH MARK DISK
 TF1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1093_SP_SET: ABUTMENT
 TF1093_STAMPING: M 276 1963
 TF1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1093
 TF1093  HISTORY     - Date     Condition        Report By
 TF1093  HISTORY     - 1963     MONUMENTED       CGS
 TF1093  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1093
 TF1093                          STATION DESCRIPTION
 TF1093
 TF1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1093'3.95 MI NW FROM BURLINGTON.
 TF1093'3.95 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1093'BURLINGTON, 14 TELEPHONE POLES OR 0.45 MILES NORTHWEST OF MILE POST
 TF1093'480, ABOUT 0.5 MILE SOUTHEAST OF A SET OF LARGE FARM BUILDINGS, 6 FEET
 TF1093'NORTHEAST OF THE NORTHEAST RAIL, ABOUT LEVEL WITH THE RAILS, AND SET
 TF1093'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 TF1093'BRIDGE NUMBER 480 A.
 TF1093
 TF1093                          STATION RECOVERY (1981)
 TF1093
 TF1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1351 ***********************************************************************
 TF1351  DESIGNATION -  M 277
 TF1351  PID         -  TF1351
 TF1351  STATE/COUNTY-  ND/WARD
 TF1351  USGS QUAD   -  DONNYBROOK (1948)
 TF1351
 TF1351                         *CURRENT SURVEY CONTROL
 TF1351  ___________________________________________________________________
 TF1351* NAD 83(1986)-  48 34 03.     (N)    101 59 11.     (W)     SCALED    
 TF1351* NAVD 88     -       546.019  (meters)    1791.40   (feet)  ADJUSTED  
 TF1351  ___________________________________________________________________
 TF1351  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 TF1351  DYNAMIC HT  -         546.124 (meters)    1791.74  (feet)  COMP
 TF1351  MODELED GRAV-     980,784.9   (mgal)                       NAVD 88
 TF1351
 TF1351  VERT ORDER  -  FIRST     CLASS II
 TF1351
 TF1351.The horizontal coordinates were scaled from a topographic map and have
 TF1351.an estimated accuracy of +/- 6 seconds.
 TF1351
 TF1351.The orthometric height was determined by differential leveling
 TF1351.and adjusted by the National Geodetic Survey in June 1991..
 TF1351
 TF1351.The geoid height was determined by GEOID03.
 TF1351
 TF1351.The dynamic height is computed by dividing the NAVD 88
 TF1351.geopotential number by the normal gravity value computed on the
 TF1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1351.degrees latitude (g = 980.6199 gals.).
 TF1351
 TF1351.The modeled gravity was interpolated from observed gravity values.
 TF1351
 TF1351;                    North         East    Units  Estimated Accuracy
 TF1351;SPC ND N     -   175,340.      490,310.      MT  (+/- 180 meters Scaled)
 TF1351
 TF1351                          SUPERSEDED SURVEY CONTROL
 TF1351
 TF1351  NGVD 29 (??/??/92)  545.623  (m)         1790.10   (f) ADJ UNCH    1 2
 TF1351
 TF1351.Superseded values are not recommended for survey control.
 TF1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1351.See file dsdata.txt to determine how the superseded data were derived.
 TF1351
 TF1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU796836(NAD 83)
 TF1351_MARKER: DB = BENCH MARK DISK
 TF1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1351_STAMPING: M 277 1963
 TF1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1351+STABILITY: SURFACE MOTION
 TF1351
 TF1351  HISTORY     - Date     Condition        Report By
 TF1351  HISTORY     - 1963     MONUMENTED       CGS
 TF1351
 TF1351                          STATION DESCRIPTION
 TF1351
 TF1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1351'6.35 MI NW FROM DONNYBROOK.
 TF1351'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1351'RAILROAD STATION AT DONNYBROOK, THENCE 6.2 MILES NORTHWEST ALONG U. S.
 TF1351'HIGHWAY 52, ABOUT 0.25 MILE SOUTH ACROSS COUNTRY FROM THE RAILROAD, 99
 TF1351'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST OF A FENCE
 TF1351'CORNER, 28 FEET WEST OF THE CENTER OF A GATE, 2 FEET NORTH OF A FENCE,
 TF1351'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF1351'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1185 ***********************************************************************
 TF1185  DESIGNATION -  M 278
 TF1185  PID         -  TF1185
 TF1185  STATE/COUNTY-  ND/WARD
 TF1185  USGS QUAD   -  DES LACS (1980)
 TF1185
 TF1185                         *CURRENT SURVEY CONTROL
 TF1185  ___________________________________________________________________
 TF1185* NAD 83(1986)-  48 22 19.     (N)    101 33 28.     (W)     SCALED    
 TF1185* NAVD 88     -       544.242  (meters)    1785.57   (feet)  ADJUSTED  
 TF1185  ___________________________________________________________________
 TF1185  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 TF1185  DYNAMIC HT  -         544.345 (meters)    1785.91  (feet)  COMP
 TF1185  MODELED GRAV-     980,783.3   (mgal)                       NAVD 88
 TF1185
 TF1185  VERT ORDER  -  FIRST     CLASS II
 TF1185
 TF1185.The horizontal coordinates were scaled from a topographic map and have
 TF1185.an estimated accuracy of +/- 6 seconds.
 TF1185
 TF1185.The orthometric height was determined by differential leveling
 TF1185.and adjusted by the National Geodetic Survey in June 1991..
 TF1185
 TF1185.The geoid height was determined by GEOID03.
 TF1185
 TF1185.The dynamic height is computed by dividing the NAVD 88
 TF1185.geopotential number by the normal gravity value computed on the
 TF1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1185.degrees latitude (g = 980.6199 gals.).
 TF1185
 TF1185.The modeled gravity was interpolated from observed gravity values.
 TF1185
 TF1185;                    North         East    Units  Estimated Accuracy
 TF1185;SPC ND N     -   153,070.      521,640.      MT  (+/- 180 meters Scaled)
 TF1185
 TF1185                          SUPERSEDED SURVEY CONTROL
 TF1185
 TF1185  NGVD 29 (??/??/92)  543.862  (m)         1784.32   (f) ADJ UNCH    1 2
 TF1185
 TF1185.Superseded values are not recommended for survey control.
 TF1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1185.See file dsdata.txt to determine how the superseded data were derived.
 TF1185
 TF1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU105608(NAD 83)
 TF1185_MARKER: DB = BENCH MARK DISK
 TF1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1185_STAMPING: M 278 1963
 TF1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1185+STABILITY: SURFACE MOTION
 TF1185
 TF1185  HISTORY     - Date     Condition        Report By
 TF1185  HISTORY     - 1963     MONUMENTED       CGS
 TF1185  HISTORY     - 1981     GOOD             NGS
 TF1185
 TF1185                          STATION DESCRIPTION
 TF1185
 TF1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1185'0.8 MI E FROM FOXHOLM.
 TF1185'0.8 MILE EAST ALONG COUNTY ROAD 8 FROM THE SOO LINE RAILROAD STATION
 TF1185'AT FOXHOLM, NORTH OF AND ACROSS THE ROAD FROM THE FOXHOLM CEMETERY, ON
 TF1185'THE CREST OF A HILL OVER LOOKING A DEEP DRAW, 8 FEET WEST OF A
 TF1185'TELEPHONE POLE, 56 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 TF1185'NORTH OF A ROW OF POWER POLES, 1.5 FEET NORTHEAST OF A METAL WITNESS
 TF1185'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TF1185'A CONCRETE POST PROJECTING 6 INCHES.
 TF1185
 TF1185                          STATION RECOVERY (1981)
 TF1185
 TF1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1729 ***********************************************************************
 TF1729  DESIGNATION -  M 279
 TF1729  PID         -  TF1729
 TF1729  STATE/COUNTY-  ND/RENVILLE
 TF1729  USGS QUAD   -  GRANO NE (1949)
 TF1729
 TF1729                         *CURRENT SURVEY CONTROL
 TF1729  ___________________________________________________________________
 TF1729* NAD 83(1986)-  48 41 25.     (N)    101 32 18.     (W)     SCALED    
 TF1729* NAVD 88     -       500.638  (meters)    1642.51   (feet)  ADJUSTED  
 TF1729  ___________________________________________________________________
 TF1729  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 TF1729  DYNAMIC HT  -         500.741 (meters)    1642.85  (feet)  COMP
 TF1729  MODELED GRAV-     980,801.2   (mgal)                       NAVD 88
 TF1729
 TF1729  VERT ORDER  -  SECOND    CLASS 0
 TF1729
 TF1729.The horizontal coordinates were scaled from a topographic map and have
 TF1729.an estimated accuracy of +/- 6 seconds.
 TF1729
 TF1729.The orthometric height was determined by differential leveling
 TF1729.and adjusted by the National Geodetic Survey in June 1991..
 TF1729
 TF1729.The geoid height was determined by GEOID03.
 TF1729
 TF1729.The dynamic height is computed by dividing the NAVD 88
 TF1729.geopotential number by the normal gravity value computed on the
 TF1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1729.degrees latitude (g = 980.6199 gals.).
 TF1729
 TF1729.The modeled gravity was interpolated from observed gravity values.
 TF1729
 TF1729;                    North         East    Units  Estimated Accuracy
 TF1729;SPC ND N     -   188,450.      523,560.      MT  (+/- 180 meters Scaled)
 TF1729
 TF1729                          SUPERSEDED SURVEY CONTROL
 TF1729
 TF1729  NGVD 29 (??/??/92)  500.276  (m)         1641.32   (f) ADJ UNCH    2 0
 TF1729
 TF1729.Superseded values are not recommended for survey control.
 TF1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1729.See file dsdata.txt to determine how the superseded data were derived.
 TF1729
 TF1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU131961(NAD 83)
 TF1729_MARKER: DB = BENCH MARK DISK
 TF1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1729_STAMPING: M 279 1963
 TF1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1729+STABILITY: SURFACE MOTION
 TF1729
 TF1729  HISTORY     - Date     Condition        Report By
 TF1729  HISTORY     - 1963     MONUMENTED       CGS
 TF1729
 TF1729                          STATION DESCRIPTION
 TF1729
 TF1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1729'6.45 MI SW FROM MOHALL.
 TF1729'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1729'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 1.0 MILE
 TF1729'WEST ALONG A GRAVELED ROAD, OR 0.25 MILE NORTHWEST ALONG THE SOO LINE
 TF1729'RAILROAD FROM THE STATION AT GREENE, THENCE 2.6 MILES NORTH ALONG
 TF1729'COUNTY ROAD 28, THENCE 7.1 MILES EAST ALONG A GRAVELED ROAD, 132 FEET
 TF1729'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 94 FEET EAST OF THE
 TF1729'CENTER LINE OF THE ROAD, 91 FEET SOUTH OF THE CENTER LINE OF A
 TF1729'GRAVELED ROAD, 12 1/2 FEET SOUTHEAST OF A ROW OF POLES, 12 1/2 FEET
 TF1729'SOUTH OF A CORNER FENCE POST, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET
 TF1729'SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TF1729'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0539 ***********************************************************************
 RP0539  DESIGNATION -  M 28
 RP0539  PID         -  RP0539
 RP0539  STATE/COUNTY-  ND/BARNES
 RP0539  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0539
 RP0539                         *CURRENT SURVEY CONTROL
 RP0539  ___________________________________________________________________
 RP0539* NAD 83(1986)-  46 53 56.     (N)    097 55 50.     (W)     SCALED    
 RP0539* NAVD 88     -       425.654  (meters)    1396.50   (feet)  ADJUSTED  
 RP0539  ___________________________________________________________________
 RP0539  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 RP0539  DYNAMIC HT  -         425.684 (meters)    1396.60  (feet)  COMP
 RP0539  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 RP0539
 RP0539  VERT ORDER  -  SECOND    CLASS 0
 RP0539
 RP0539.The horizontal coordinates were scaled from a topographic map and have
 RP0539.an estimated accuracy of +/- 6 seconds.
 RP0539
 RP0539.The orthometric height was determined by differential leveling
 RP0539.and adjusted by the National Geodetic Survey in June 1991..
 RP0539
 RP0539.The geoid height was determined by GEOID03.
 RP0539
 RP0539.The dynamic height is computed by dividing the NAVD 88
 RP0539.geopotential number by the normal gravity value computed on the
 RP0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0539.degrees latitude (g = 980.6199 gals.).
 RP0539
 RP0539.The modeled gravity was interpolated from observed gravity values.
 RP0539
 RP0539;                    North         East    Units  Estimated Accuracy
 RP0539;SPC ND S     -   140,170.      795,740.      MT  (+/- 180 meters Scaled)
 RP0539
 RP0539                          SUPERSEDED SURVEY CONTROL
 RP0539
 RP0539  NGVD 29 (??/??/92)  425.264  (m)         1395.22   (f) ADJ UNCH    2 0
 RP0539
 RP0539.Superseded values are not recommended for survey control.
 RP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0539.See file dsdata.txt to determine how the superseded data were derived.
 RP0539
 RP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS814944(NAD 83)
 RP0539_MARKER: DB = BENCH MARK DISK
 RP0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0539_STAMPING: M 28 1934
 RP0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0539+STABILITY: SURFACE MOTION
 RP0539
 RP0539  HISTORY     - Date     Condition        Report By
 RP0539  HISTORY     - 1934     MONUMENTED       CGS
 RP0539  HISTORY     - 1961     MARK NOT FOUND   NGS
 RP0539  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0539
 RP0539                          STATION DESCRIPTION
 RP0539
 RP0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RP0539'6.8 MI SE FROM VALLEY CITY.
 RP0539'6.8 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE POST OFFICE
 RP0539'AT VALLEY CITY, BARNES COUNTY, AT LANONA, 3 POLES WEST OF MILEPOST
 RP0539'282, 250 FEET EAST OF THE SWITCH TO THE ELEVATORS, 100 FEET EAST OF A
 RP0539'WHISTLE SIGN, AT A PRIVATE-ROAD CROSSING, 20 FEET EAST OF THE ROAD,
 RP0539'AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RP0539'STAMPED M 28 1934 AND SET IN THE TOP OF A CONCRETE POST.  THE
 RP0539'BUILDINGS AND SIDING HAVE BEEN REMOVED FROM LANONA.
 RP0539
 RP0539                          STATION RECOVERY (1982)
 RP0539
 RP0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0053 ***********************************************************************
 TG0053  DESIGNATION -  M 280
 TG0053  PID         -  TG0053
 TG0053  STATE/COUNTY-  ND/BURKE
 TG0053  USGS QUAD   -  COTEAU (1948)
 TG0053
 TG0053                         *CURRENT SURVEY CONTROL
 TG0053  ___________________________________________________________________
 TG0053* NAD 83(1986)-  48 51 48.     (N)    102 20 28.     (W)     SCALED    
 TG0053* NAVD 88     -       593.845  (meters)    1948.31   (feet)  ADJUSTED  
 TG0053  ___________________________________________________________________
 TG0053  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0053  DYNAMIC HT  -         593.974 (meters)    1948.73  (feet)  COMP
 TG0053  MODELED GRAV-     980,807.7   (mgal)                       NAVD 88
 TG0053
 TG0053  VERT ORDER  -  FIRST     CLASS II
 TG0053
 TG0053.The horizontal coordinates were scaled from a topographic map and have
 TG0053.an estimated accuracy of +/- 6 seconds.
 TG0053
 TG0053.The orthometric height was determined by differential leveling
 TG0053.and adjusted by the National Geodetic Survey in June 1991..
 TG0053
 TG0053.The geoid height was determined by GEOID03.
 TG0053
 TG0053.The dynamic height is computed by dividing the NAVD 88
 TG0053.geopotential number by the normal gravity value computed on the
 TG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0053.degrees latitude (g = 980.6199 gals.).
 TG0053
 TG0053.The modeled gravity was interpolated from observed gravity values.
 TG0053
 TG0053;                    North         East    Units  Estimated Accuracy
 TG0053;SPC ND N     -   208,790.      464,920.      MT  (+/- 180 meters Scaled)
 TG0053
 TG0053                          SUPERSEDED SURVEY CONTROL
 TG0053
 TG0053  NGVD 29 (??/??/92)  593.437  (m)         1946.97   (f) ADJ UNCH    1 2
 TG0053
 TG0053.Superseded values are not recommended for survey control.
 TG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0053.See file dsdata.txt to determine how the superseded data were derived.
 TG0053
 TG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ950156(NAD 83)
 TG0053_MARKER: DB = BENCH MARK DISK
 TG0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0053_STAMPING: M 280 1963
 TG0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0053+STABILITY: SURFACE MOTION
 TG0053
 TG0053  HISTORY     - Date     Condition        Report By
 TG0053  HISTORY     - 1963     MONUMENTED       CGS
 TG0053
 TG0053                          STATION DESCRIPTION
 TG0053
 TG0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0053'3.4 MI SE FROM FLAXTON.
 TG0053'ABOUT 3.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0053'AT FLAXTON, IN SECTION 15, T 162 N, R 90 W, 4 POLES SOUTHEAST OF A
 TG0053'CROSSING OF THE RAILROAD AND A ROAD, 39 FEET NORTHEAST OF THE
 TG0053'NORTHEAST RAIL, 3 FEET NORTHWEST OF A TELEPHONE POLE, 1.3 FEET
 TG0053'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0053'RAILS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0197 ***********************************************************************
 TG0197  DESIGNATION -  M 281
 TG0197  PID         -  TG0197
 TG0197  STATE/COUNTY-  ND/BURKE
 TG0197  USGS QUAD   -  NORTHGATE (1949)
 TG0197
 TG0197                         *CURRENT SURVEY CONTROL
 TG0197  ___________________________________________________________________
 TG0197* NAD 83(1986)-  48 54 30.     (N)    102 15 43.     (W)     SCALED    
 TG0197* NAVD 88     -       584.535  (meters)    1917.76   (feet)  ADJUSTED  
 TG0197  ___________________________________________________________________
 TG0197  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TG0197  DYNAMIC HT  -         584.663 (meters)    1918.18  (feet)  COMP
 TG0197  MODELED GRAV-     980,809.9   (mgal)                       NAVD 88
 TG0197
 TG0197  VERT ORDER  -  SECOND    CLASS 0
 TG0197
 TG0197.The horizontal coordinates were scaled from a topographic map and have
 TG0197.an estimated accuracy of +/- 6 seconds.
 TG0197
 TG0197.The orthometric height was determined by differential leveling
 TG0197.and adjusted by the National Geodetic Survey in June 1991..
 TG0197
 TG0197.The geoid height was determined by GEOID03.
 TG0197
 TG0197.The dynamic height is computed by dividing the NAVD 88
 TG0197.geopotential number by the normal gravity value computed on the
 TG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0197.degrees latitude (g = 980.6199 gals.).
 TG0197
 TG0197.The modeled gravity was interpolated from observed gravity values.
 TG0197
 TG0197;                    North         East    Units  Estimated Accuracy
 TG0197;SPC ND N     -   213,660.      470,850.      MT  (+/- 180 meters Scaled)
 TG0197
 TG0197                          SUPERSEDED SURVEY CONTROL
 TG0197
 TG0197  NGVD 29 (??/??/92)  584.130  (m)         1916.43   (f) ADJ UNCH    2 0
 TG0197
 TG0197.Superseded values are not recommended for survey control.
 TG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0197.See file dsdata.txt to determine how the superseded data were derived.
 TG0197
 TG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ006208(NAD 83)
 TG0197_MARKER: DB = BENCH MARK DISK
 TG0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0197_STAMPING: M 281 1963
 TG0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0197+STABILITY: SURFACE MOTION
 TG0197
 TG0197  HISTORY     - Date     Condition        Report By
 TG0197  HISTORY     - 1963     MONUMENTED       CGS
 TG0197
 TG0197                          STATION DESCRIPTION
 TG0197
 TG0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0197'7.15 MI E FROM FLAXTON.
 TG0197'ABOUT 0.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0197'AT FLAXTON, THENCE 5.75 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0197'HIGHWAY 5, THENCE 1.0 MILES NORTH ALONG STATE HIGHWAY 8, 126 FEET
 TG0197'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 101 FEET EAST OF THE
 TG0197'CENTER LINE OF THE HIGHWAY, 77 FEET SOUTH OF THE CENTER LINE OF THE
 TG0197'CROSS ROAD, 2.8 FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST, 1.7
 TG0197'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TG0197'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
 TG0197'NOTE-- THIS MARK IS ALSO ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD
 TG0197'FROM THE GREAT NORTHERN RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES
 TG0197'SOUTH ALONG STATE HIGHWAY 8, THENCE 1.0 MILES EAST ALONG A GRAVELED
 TG0197'ROAD, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILES
 TG0197'WEST ALONG A TRAIL ROAD, THENCE 1.0 MILES SOUTH ALONG STATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0318 ***********************************************************************
 TG0318  DESIGNATION -  M 282
 TG0318  PID         -  TG0318
 TG0318  STATE/COUNTY-  ND/WARD
 TG0318  USGS QUAD   -  KENMARE (1981)
 TG0318
 TG0318                         *CURRENT SURVEY CONTROL
 TG0318  ___________________________________________________________________
 TG0318* NAD 83(1986)-  48 44 03.     (N)    102 05 28.     (W)     SCALED    
 TG0318* NAVD 88     -       591.779  (meters)    1941.53   (feet)  ADJUSTED  
 TG0318  ___________________________________________________________________
 TG0318  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 TG0318  DYNAMIC HT  -         591.898 (meters)    1941.92  (feet)  COMP
 TG0318  MODELED GRAV-     980,791.4   (mgal)                       NAVD 88
 TG0318
 TG0318  VERT ORDER  -  SECOND    CLASS 0
 TG0318
 TG0318.The horizontal coordinates were scaled from a topographic map and have
 TG0318.an estimated accuracy of +/- 6 seconds.
 TG0318
 TG0318.The orthometric height was determined by differential leveling
 TG0318.and adjusted by the National Geodetic Survey in June 1991..
 TG0318
 TG0318.The geoid height was determined by GEOID03.
 TG0318
 TG0318.The dynamic height is computed by dividing the NAVD 88
 TG0318.geopotential number by the normal gravity value computed on the
 TG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0318.degrees latitude (g = 980.6199 gals.).
 TG0318
 TG0318.The modeled gravity was interpolated from observed gravity values.
 TG0318
 TG0318;                    North         East    Units  Estimated Accuracy
 TG0318;SPC ND N     -   194,020.      482,970.      MT  (+/- 180 meters Scaled)
 TG0318
 TG0318                          SUPERSEDED SURVEY CONTROL
 TG0318
 TG0318  NGVD 29 (??/??/92)  591.378  (m)         1940.21   (f) ADJ UNCH    2 0
 TG0318
 TG0318.Superseded values are not recommended for survey control.
 TG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0318.See file dsdata.txt to determine how the superseded data were derived.
 TG0318
 TG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ138019(NAD 83)
 TG0318_MARKER: DB = BENCH MARK DISK
 TG0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0318_STAMPING: M 282 1963
 TG0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0318+STABILITY: SURFACE MOTION
 TG0318
 TG0318  HISTORY     - Date     Condition        Report By
 TG0318  HISTORY     - 1963     MONUMENTED       CGS
 TG0318  HISTORY     - 1983     MARK NOT FOUND   NGS
 TG0318
 TG0318                          STATION DESCRIPTION
 TG0318
 TG0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0318'5.35 MI N FROM KENMARE.
 TG0318'ABOUT 3.5 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0318'KENMARE, THENCE 1.65 MILES NORTH ALONG U.S. HIGHWAY 52, THENCE 0.2
 TG0318'MILE WEST ALONG A GRAVELED ROAD, AT THE KENMARE AIRPORT, IN SECTION
 TG0318'33, T 161 N, R 88 W, 100 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2
 TG0318'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE MOST EASTERLY HANGER,
 TG0318'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TG0318
 TG0318                          STATION RECOVERY (1983)
 TG0318
 TG0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1431 ***********************************************************************
 TF1431  DESIGNATION -  M 283
 TF1431  PID         -  TF1431
 TF1431  STATE/COUNTY-  ND/RENVILLE
 TF1431  USGS QUAD   -  MOHALL (1980)
 TF1431
 TF1431                         *CURRENT SURVEY CONTROL
 TF1431  ___________________________________________________________________
 TF1431* NAD 83(1986)-  48 45 47.     (N)    101 31 06.     (W)     SCALED    
 TF1431* NAVD 88     -       501.175  (meters)    1644.27   (feet)  ADJUSTED  
 TF1431  ___________________________________________________________________
 TF1431  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 TF1431  DYNAMIC HT  -         501.282 (meters)    1644.62  (feet)  COMP
 TF1431  MODELED GRAV-     980,809.1   (mgal)                       NAVD 88
 TF1431
 TF1431  VERT ORDER  -  SECOND    CLASS 0
 TF1431
 TF1431.The horizontal coordinates were scaled from a topographic map and have
 TF1431.an estimated accuracy of +/- 6 seconds.
 TF1431
 TF1431.The orthometric height was determined by differential leveling
 TF1431.and adjusted by the National Geodetic Survey in June 1991..
 TF1431
 TF1431.The geoid height was determined by GEOID03.
 TF1431
 TF1431.The dynamic height is computed by dividing the NAVD 88
 TF1431.geopotential number by the normal gravity value computed on the
 TF1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1431.degrees latitude (g = 980.6199 gals.).
 TF1431
 TF1431.The modeled gravity was interpolated from observed gravity values.
 TF1431
 TF1431;                    North         East    Units  Estimated Accuracy
 TF1431;SPC ND N     -   196,520.      525,140.      MT  (+/- 180 meters Scaled)
 TF1431
 TF1431                          SUPERSEDED SURVEY CONTROL
 TF1431
 TF1431  NGVD 29 (??/??/92)  500.803  (m)         1643.05   (f) ADJ UNCH    2 0
 TF1431
 TF1431.Superseded values are not recommended for survey control.
 TF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1431.See file dsdata.txt to determine how the superseded data were derived.
 TF1431
 TF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV149041(NAD 83)
 TF1431_MARKER: DB = BENCH MARK DISK
 TF1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1431_STAMPING: M 283 1963
 TF1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1431+STABILITY: SURFACE MOTION
 TF1431
 TF1431  HISTORY     - Date     Condition        Report By
 TF1431  HISTORY     - 1963     MONUMENTED       CGS
 TF1431
 TF1431                          STATION DESCRIPTION
 TF1431
 TF1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1431'0.35 MI W FROM MOHALL.
 TF1431'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1431'MOHALL, IN SECTION 24, T 161 N, R 84 W, 1.0 FOOT EAST OF THE SOUTHEAST
 TF1431'CORNER OF A CONCRETE BLOCK SIGN, 68 FEET EAST OF THE CENTER LINE OF
 TF1431'COUNTY ROAD 9, 79 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 5, 18
 TF1431'FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 3 FEET BELOW THE LEVEL OF
 TF1431'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0710 ***********************************************************************
 TF0710  DESIGNATION -  M 284
 TF0710  PID         -  TF0710
 TF0710  STATE/COUNTY-  ND/BOTTINEAU
 TF0710  USGS QUAD   -  ANTLER (1971)
 TF0710
 TF0710                         *CURRENT SURVEY CONTROL
 TF0710  ___________________________________________________________________
 TF0710* NAD 83(1986)-  48 57 04.     (N)    101 21 57.     (W)     SCALED    
 TF0710* NAVD 88     -       476.574  (meters)    1563.56   (feet)  ADJUSTED  
 TF0710  ___________________________________________________________________
 TF0710  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 TF0710  DYNAMIC HT  -         476.688 (meters)    1563.93  (feet)  COMP
 TF0710  MODELED GRAV-     980,835.4   (mgal)                       NAVD 88
 TF0710
 TF0710  VERT ORDER  -  SECOND    CLASS 0
 TF0710
 TF0710.The horizontal coordinates were scaled from a topographic map and have
 TF0710.an estimated accuracy of +/- 6 seconds.
 TF0710
 TF0710.The orthometric height was determined by differential leveling
 TF0710.and adjusted by the National Geodetic Survey in June 1991..
 TF0710
 TF0710.The geoid height was determined by GEOID03.
 TF0710
 TF0710.The dynamic height is computed by dividing the NAVD 88
 TF0710.geopotential number by the normal gravity value computed on the
 TF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0710.degrees latitude (g = 980.6199 gals.).
 TF0710
 TF0710.The modeled gravity was interpolated from observed gravity values.
 TF0710
 TF0710;                    North         East    Units  Estimated Accuracy
 TF0710;SPC ND N     -   217,300.      536,580.      MT  (+/- 180 meters Scaled)
 TF0710
 TF0710                          SUPERSEDED SURVEY CONTROL
 TF0710
 TF0710  NGVD 29 (??/??/92)  476.226  (m)         1562.42   (f) ADJ UNCH    2 0
 TF0710
 TF0710.Superseded values are not recommended for survey control.
 TF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0710.See file dsdata.txt to determine how the superseded data were derived.
 TF0710
 TF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV267247(NAD 83)
 TF0710_MARKER: DB = BENCH MARK DISK
 TF0710_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0710_SP_SET: 24 FT
 TF0710_STAMPING: M 284 1963
 TF0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0710
 TF0710  HISTORY     - Date     Condition        Report By
 TF0710  HISTORY     - 1963     MONUMENTED       CGS
 TF0710
 TF0710                          STATION DESCRIPTION
 TF0710
 TF0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0710'5.05 MI SW FROM ANTLER.
 TF0710'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0710'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0710'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, AT A ROAD
 TF0710'INTERSECTION, IN SECTION 12, T 163 N, R 83 W, 87 FEET WEST OF THE
 TF0710'CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER LINE OF AN
 TF0710'EAST-WEST ROAD, 57 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE
 TF0710'CORNER, 1 1/2 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS
 TF0710'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 TF0710'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 TF0710'ENCASED IN A 6-INCH TILE WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0834 ***********************************************************************
 TF0834  DESIGNATION -  M 285
 TF0834  PID         -  TF0834
 TF0834  STATE/COUNTY-  ND/BOTTINEAU
 TF0834  USGS QUAD   -  ANTLER SW (1980)
 TF0834
 TF0834                         *CURRENT SURVEY CONTROL
 TF0834  ___________________________________________________________________
 TF0834* NAD 83(1986)-  48 47 31.     (N)    101 25 51.     (W)     SCALED    
 TF0834* NAVD 88     -       481.191  (meters)    1578.71   (feet)  ADJUSTED  
 TF0834  ___________________________________________________________________
 TF0834  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TF0834  DYNAMIC HT  -         481.297 (meters)    1579.06  (feet)  COMP
 TF0834  MODELED GRAV-     980,815.0   (mgal)                       NAVD 88
 TF0834
 TF0834  VERT ORDER  -  SECOND    CLASS 0
 TF0834
 TF0834.The horizontal coordinates were scaled from a topographic map and have
 TF0834.an estimated accuracy of +/- 6 seconds.
 TF0834
 TF0834.The orthometric height was determined by differential leveling
 TF0834.and adjusted by the National Geodetic Survey in June 1991..
 TF0834
 TF0834.The geoid height was determined by GEOID03.
 TF0834
 TF0834.The dynamic height is computed by dividing the NAVD 88
 TF0834.geopotential number by the normal gravity value computed on the
 TF0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0834.degrees latitude (g = 980.6199 gals.).
 TF0834
 TF0834.The modeled gravity was interpolated from observed gravity values.
 TF0834
 TF0834;                    North         East    Units  Estimated Accuracy
 TF0834;SPC ND N     -   199,650.      531,610.      MT  (+/- 180 meters Scaled)
 TF0834
 TF0834                          SUPERSEDED SURVEY CONTROL
 TF0834
 TF0834  NGVD 29 (??/??/92)  480.835  (m)         1577.54   (f) ADJ UNCH    2 0
 TF0834
 TF0834.Superseded values are not recommended for survey control.
 TF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0834.See file dsdata.txt to determine how the superseded data were derived.
 TF0834
 TF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV214071(NAD 83)
 TF0834_MARKER: DB = BENCH MARK DISK
 TF0834_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0834_SP_SET: 24 FT
 TF0834_STAMPING: M 285 1963
 TF0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0834
 TF0834  HISTORY     - Date     Condition        Report By
 TF0834  HISTORY     - 1963     MONUMENTED       CGS
 TF0834
 TF0834                          STATION DESCRIPTION
 TF0834
 TF0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0834'5.65 MI NE FROM MOHALL.
 TF0834'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0834'MOHALL, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 3, T
 TF0834'161 N, R 83 W, AT A ROAD INTERSECTION, 67 FEET WEST OF THE CENTER LINE
 TF0834'OF THE ROAD, 49 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 29
 TF0834'FEET SOUTHWEST OF THE SOUTH END OF A 16-INCH TUBULAR CULVERT WHICH IS
 TF0834'UNDER THE CROSS ROAD, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 TF0834'FEET BELOW THE LEVEL OF THE ROAD AND SET ON TOP OF A 5/8-INCH ROD THAT
 TF0834'IS DRIVEN TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE
 TF0834'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1467 ***********************************************************************
 TF1467  DESIGNATION -  M 286
 TF1467  PID         -  TF1467
 TF1467  STATE/COUNTY-  ND/RENVILLE
 TF1467  USGS QUAD   -  MOHALL (1980)
 TF1467
 TF1467                         *CURRENT SURVEY CONTROL
 TF1467  ___________________________________________________________________
 TF1467* NAD 83(1986)-  48 47 32.     (N)    101 31 06.     (W)     SCALED    
 TF1467* NAVD 88     -       496.962  (meters)    1630.45   (feet)  ADJUSTED  
 TF1467  ___________________________________________________________________
 TF1467  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 TF1467  DYNAMIC HT  -         497.070 (meters)    1630.80  (feet)  COMP
 TF1467  MODELED GRAV-     980,812.2   (mgal)                       NAVD 88
 TF1467
 TF1467  VERT ORDER  -  SECOND    CLASS 0
 TF1467
 TF1467.The horizontal coordinates were scaled from a topographic map and have
 TF1467.an estimated accuracy of +/- 6 seconds.
 TF1467
 TF1467.The orthometric height was determined by differential leveling
 TF1467.and adjusted by the National Geodetic Survey in June 1991..
 TF1467
 TF1467.The geoid height was determined by GEOID03.
 TF1467
 TF1467.The dynamic height is computed by dividing the NAVD 88
 TF1467.geopotential number by the normal gravity value computed on the
 TF1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1467.degrees latitude (g = 980.6199 gals.).
 TF1467
 TF1467.The modeled gravity was interpolated from observed gravity values.
 TF1467
 TF1467;                    North         East    Units  Estimated Accuracy
 TF1467;SPC ND N     -   199,770.      525,180.      MT  (+/- 180 meters Scaled)
 TF1467
 TF1467                          SUPERSEDED SURVEY CONTROL
 TF1467
 TF1467  NGVD 29 (??/??/92)  496.59   (m)         1629.2    (f) COMPUTED    2 0
 TF1467
 TF1467.Superseded values are not recommended for survey control.
 TF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1467.See file dsdata.txt to determine how the superseded data were derived.
 TF1467
 TF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV150074(NAD 83)
 TF1467_MARKER: DB = BENCH MARK DISK
 TF1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1467_STAMPING: M 286 1963
 TF1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1467+STABILITY: SURFACE MOTION
 TF1467
 TF1467  HISTORY     - Date     Condition        Report By
 TF1467  HISTORY     - 1963     MONUMENTED       CGS
 TF1467
 TF1467                          STATION DESCRIPTION
 TF1467
 TF1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1467'2.35 MI N FROM MOHALL.
 TF1467'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1467'MOHALL, THENCE 2.0 MILES NORTH ALONG COUNTY ROAD 9, 90 FEET SOUTHEAST
 TF1467'OF THE CENTER OF A ROAD INTERSECTION, 71 FEET EAST OF THE CENTER LINE
 TF1467'OF THE ROAD, 64 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 15 FEET
 TF1467'NORTH OF A POWER POLE, IN LINE WITH A ROW OF POLES, 2.0 FEET EAST OF A
 TF1467'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 TF1467'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1715 ***********************************************************************
 TF1715  DESIGNATION -  M 287
 TF1715  PID         -  TF1715
 TF1715  STATE/COUNTY-  ND/RENVILLE
 TF1715  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1715
 TF1715                         *CURRENT SURVEY CONTROL
 TF1715  ___________________________________________________________________
 TF1715* NAD 83(1986)-  48 49 17.     (N)    101 52 08.     (W)     SCALED    
 TF1715* NAVD 88     -       551.234  (meters)    1808.51   (feet)  ADJUSTED  
 TF1715  ___________________________________________________________________
 TF1715  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 TF1715  DYNAMIC HT  -         551.352 (meters)    1808.89  (feet)  COMP
 TF1715  MODELED GRAV-     980,805.5   (mgal)                       NAVD 88
 TF1715
 TF1715  VERT ORDER  -  SECOND    CLASS 0
 TF1715
 TF1715.The horizontal coordinates were scaled from a topographic map and have
 TF1715.an estimated accuracy of +/- 6 seconds.
 TF1715
 TF1715.The orthometric height was determined by differential leveling
 TF1715.and adjusted by the National Geodetic Survey in June 1991..
 TF1715
 TF1715.The geoid height was determined by GEOID03.
 TF1715
 TF1715.The dynamic height is computed by dividing the NAVD 88
 TF1715.geopotential number by the normal gravity value computed on the
 TF1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1715.degrees latitude (g = 980.6199 gals.).
 TF1715
 TF1715.The modeled gravity was interpolated from observed gravity values.
 TF1715
 TF1715;                    North         East    Units  Estimated Accuracy
 TF1715;SPC ND N     -   203,410.      499,480.      MT  (+/- 180 meters Scaled)
 TF1715
 TF1715                          SUPERSEDED SURVEY CONTROL
 TF1715
 TF1715  NGVD 29 (??/??/92)  550.852  (m)         1807.25   (f) ADJ UNCH    2 0
 TF1715
 TF1715.Superseded values are not recommended for survey control.
 TF1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1715.See file dsdata.txt to determine how the superseded data were derived.
 TF1715
 TF1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV894115(NAD 83)
 TF1715_MARKER: DB = BENCH MARK DISK
 TF1715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1715_SP_SET: 15 1/2 FEET
 TF1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1715
 TF1715  HISTORY     - Date     Condition        Report By
 TF1715  HISTORY     - UNK      MONUMENTED       CGS
 TF1715  HISTORY     - 1963     GOOD             NGS
 TF1715
 TF1715                          STATION DESCRIPTION
 TF1715
 TF1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1715'12.85 MI NE FROM NORMA.
 TF1715'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1715'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 6.0 MILES
 TF1715'NORTH ALONG COUNTY ROAD 1, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 TF1715'THENCE 5.0 MILES EAST ALONG A TRACK ROAD, IN SECTION 30, T 162 N, R 86
 TF1715'W, OR 0.25 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1715'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, THENCE 1.3 MILES
 TF1715'NORTHEAST ALONG THE MOUSE RIVER PARK ROAD, THENCE 1.7 MILES NORTHWEST
 TF1715'ALONG A DIRT ROAD, THENCE 1.7 MILES NORTH-NORTHWEST ALONG A GRAVELED
 TF1715'ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A GRAVELED ROAD, 168 FEET
 TF1715'NORTHWEST OF THE CENTER OF A ROAD JUNCTION, 147 FEET WEST OF THE
 TF1715'CENTER LINE OF A DRIVE WAY, 53 FEET NORTH OF THE CENTER LINE OF A ROAD
 TF1715'LEADING WEST 7 FEET WEST OF A POWER POLE, IN LINE WITH A ROW OF POLES,
 TF1715'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 TF1715'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 TF1715'IS DRIVEN TO A DEPTH OF 15 1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH
 TF1715'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0138 ***********************************************************************
 SM0138  DESIGNATION -  M 288
 SM0138  PID         -  SM0138
 SM0138  STATE/COUNTY-  ND/NELSON
 SM0138  USGS QUAD   -  KLOTEN NW (1961)
 SM0138
 SM0138                         *CURRENT SURVEY CONTROL
 SM0138  ___________________________________________________________________
 SM0138* NAD 83(1986)-  47 40 20.     (N)    098 12 14.     (W)     SCALED    
 SM0138* NAVD 88     -       441.911  (meters)    1449.84   (feet)  ADJUSTED  
 SM0138  ___________________________________________________________________
 SM0138  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 SM0138  DYNAMIC HT  -         441.978 (meters)    1450.06  (feet)  COMP
 SM0138  MODELED GRAV-     980,751.2   (mgal)                       NAVD 88
 SM0138
 SM0138  VERT ORDER  -  SECOND    CLASS 0
 SM0138
 SM0138.The horizontal coordinates were scaled from a topographic map and have
 SM0138.an estimated accuracy of +/- 6 seconds.
 SM0138
 SM0138.The orthometric height was determined by differential leveling
 SM0138.and adjusted by the National Geodetic Survey in June 1991..
 SM0138
 SM0138.The geoid height was determined by GEOID03.
 SM0138
 SM0138.The dynamic height is computed by dividing the NAVD 88
 SM0138.geopotential number by the normal gravity value computed on the
 SM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0138.degrees latitude (g = 980.6199 gals.).
 SM0138
 SM0138.The modeled gravity was interpolated from observed gravity values.
 SM0138
 SM0138;                    North         East    Units  Estimated Accuracy
 SM0138;SPC ND N     -    77,310.      772,400.      MT  (+/- 180 meters Scaled)
 SM0138
 SM0138                          SUPERSEDED SURVEY CONTROL
 SM0138
 SM0138  NGVD 29 (??/??/92)  441.558  (m)         1448.68   (f) ADJ UNCH    2 0
 SM0138
 SM0138.Superseded values are not recommended for survey control.
 SM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0138.See file dsdata.txt to determine how the superseded data were derived.
 SM0138
 SM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT597801(NAD 83)
 SM0138_MARKER: DB = BENCH MARK DISK
 SM0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0138_STAMPING: M 288 1963
 SM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0138+STABILITY: SURFACE MOTION
 SM0138
 SM0138  HISTORY     - Date     Condition        Report By
 SM0138  HISTORY     - 1963     MONUMENTED       CGS
 SM0138
 SM0138                          STATION DESCRIPTION
 SM0138
 SM0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0138'8.9 MI SW FROM MCVILLE.
 SM0138'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0138'STATION AT MCVILLE, THENCE 6.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0138'THENCE 0.7 MILE WEST ALONG COUNTY ROAD 35, THENCE 1.3 MILES WEST ALONG
 SM0138'A GRAVELED ROAD, 102 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 SM0138'JUNCTION, 72 FEET NORTH OF THE CENTER LINE OF THE ROAD, 70 FEET EAST
 SM0138'OF THE CENTER LINE OF A ROAD LEADING NORTH, 76 FEET NORTH OF THE
 SM0138'CENTER OF THE JUNCTION OF THE GRAVELED ROAD AND A DRIVEWAY LEADING
 SM0138'SOUTH, 100 YARDS NORTHEAST OF AND ACROSS THE ROAD FROM THE MOST
 SM0138'NORTHERLY COTTONWOOD TREE IN A GROVE OF TREES, 5 FEET WEST OF AN
 SM0138'UNDERGROUND TELEPHONE CABLE, 4 FEET WEST OF A POWER POLE, IN LINE WITH
 SM0138'A ROW OF POWER POLES, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SM0138'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0288 ***********************************************************************
 SM0288  DESIGNATION -  M 289
 SM0288  PID         -  SM0288
 SM0288  STATE/COUNTY-  ND/NELSON
 SM0288  USGS QUAD   -  BINFORD NE (1961)
 SM0288
 SM0288                         *CURRENT SURVEY CONTROL
 SM0288  ___________________________________________________________________
 SM0288* NAD 83(1986)-  47 42 58.     (N)    098 17 22.     (W)     SCALED    
 SM0288* NAVD 88     -       447.395  (meters)    1467.83   (feet)  ADJUSTED  
 SM0288  ___________________________________________________________________
 SM0288  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 SM0288  DYNAMIC HT  -         447.467 (meters)    1468.06  (feet)  COMP
 SM0288  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 SM0288
 SM0288  VERT ORDER  -  SECOND    CLASS 0
 SM0288
 SM0288.The horizontal coordinates were scaled from a topographic map and have
 SM0288.an estimated accuracy of +/- 6 seconds.
 SM0288
 SM0288.The orthometric height was determined by differential leveling
 SM0288.and adjusted by the National Geodetic Survey in June 1991..
 SM0288
 SM0288.The geoid height was determined by GEOID03.
 SM0288
 SM0288.The dynamic height is computed by dividing the NAVD 88
 SM0288.geopotential number by the normal gravity value computed on the
 SM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0288.degrees latitude (g = 980.6199 gals.).
 SM0288
 SM0288.The modeled gravity was interpolated from observed gravity values.
 SM0288
 SM0288;                    North         East    Units  Estimated Accuracy
 SM0288;SPC ND N     -    82,000.      765,840.      MT  (+/- 180 meters Scaled)
 SM0288
 SM0288                          SUPERSEDED SURVEY CONTROL
 SM0288
 SM0288  NGVD 29 (??/??/92)  447.044  (m)         1466.68   (f) ADJ UNCH    2 0
 SM0288
 SM0288.Superseded values are not recommended for survey control.
 SM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0288.See file dsdata.txt to determine how the superseded data were derived.
 SM0288
 SM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT532849(NAD 83)
 SM0288_MARKER: DB = BENCH MARK DISK
 SM0288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0288_SP_SET: 24 FT
 SM0288_STAMPING: M 289 1963
 SM0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0288
 SM0288  HISTORY     - Date     Condition        Report By
 SM0288  HISTORY     - 1963     MONUMENTED       CGS
 SM0288
 SM0288                          STATION DESCRIPTION
 SM0288
 SM0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0288'8.1 MI S FROM PEKIN.
 SM0288'ABOUT 3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0288'STATION AT PEKIN, THENCE 0.5 MILE SOUTH ACROSS COUNTRY, THENCE 0.25
 SM0288'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG A TRAIL
 SM0288'ROAD TO THE JUNCTION OF THE TRAIL ROAD AND AN EAST-WEST ROAD, THENCE
 SM0288'0.15 MILE SOUTH ACROSS COUNTRY TO A FENCE CORNER, THENCE 0.5 MILE
 SM0288'SOUTH ALONG A FENCE LINE TO A GRAVELED ROAD JUNCTION, THENCE 2.05
 SM0288'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG COUNTY
 SM0288'ROAD 18 TO AN INTERSECTION IN SECTION 13, T 149 N, R 60 W, 96 FEET
 SM0288'EAST OF THE CENTER LINE OF THE ROAD 16 FEET EAST OF THE CENTER LINE OF
 SM0288'A NORTH-SOUTH ROAD, 30 FEET NORTH OF A CORNER FENCE POST, 2.0 FEET
 SM0288'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0288'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN
 SM0288'TO A DEPTH OF 24 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5
 SM0288'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0464 ***********************************************************************
 RP0464  DESIGNATION -  M 29
 RP0464  PID         -  RP0464
 RP0464  STATE/COUNTY-  ND/RANSOM
 RP0464  USGS QUAD   -  VENLO (1960)
 RP0464
 RP0464                         *CURRENT SURVEY CONTROL
 RP0464  ___________________________________________________________________
 RP0464* NAD 83(1986)-  46 28 16.     (N)    097 25 15.     (W)     SCALED    
 RP0464* NAVD 88     -       326.915  (meters)    1072.55   (feet)  ADJUSTED  
 RP0464  ___________________________________________________________________
 RP0464  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 RP0464  DYNAMIC HT  -         326.928 (meters)    1072.60  (feet)  COMP
 RP0464  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 RP0464
 RP0464  VERT ORDER  -  SECOND    CLASS 0
 RP0464
 RP0464.The horizontal coordinates were scaled from a topographic map and have
 RP0464.an estimated accuracy of +/- 6 seconds.
 RP0464
 RP0464.The orthometric height was determined by differential leveling
 RP0464.and adjusted by the National Geodetic Survey in June 1991..
 RP0464
 RP0464.The geoid height was determined by GEOID03.
 RP0464
 RP0464.The dynamic height is computed by dividing the NAVD 88
 RP0464.geopotential number by the normal gravity value computed on the
 RP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0464.degrees latitude (g = 980.6199 gals.).
 RP0464
 RP0464.The modeled gravity was interpolated from observed gravity values.
 RP0464
 RP0464;                    North         East    Units  Estimated Accuracy
 RP0464;SPC ND S     -    94,050.      836,420.      MT  (+/- 180 meters Scaled)
 RP0464
 RP0464                          SUPERSEDED SURVEY CONTROL
 RP0464
 RP0464  NGVD 29 (??/??/92)  326.622  (m)         1071.59   (f) ADJ UNCH    2 0
 RP0464
 RP0464.Superseded values are not recommended for survey control.
 RP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0464.See file dsdata.txt to determine how the superseded data were derived.
 RP0464
 RP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS212476(NAD 83)
 RP0464_MARKER: DB = BENCH MARK DISK
 RP0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0464_STAMPING: M-29 1934
 RP0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0464+STABILITY: SURFACE MOTION
 RP0464
 RP0464  HISTORY     - Date     Condition        Report By
 RP0464  HISTORY     - 1934     MONUMENTED       CGS
 RP0464
 RP0464                          STATION DESCRIPTION
 RP0464
 RP0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0464'1.7 MI SE FROM VENLO.
 RP0464'1.7 MILES SOUTHEAST OF DEPOT AT.  ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0464'SAULT STE MARIE RAILROAD, 14 POLES NORTHWEST OF MILEPOLE NO. 243 AT
 RP0464'PUBLIC ROAD CROSSING.  55 FEET SOUTHEAST OF THE CENTER OF THE
 RP0464'CROSSING, 43 FEET SOUTHWEST OF CENTERLINE OF THE TRACK, 3 FEET
 RP0464'SOUTHEAST AND 3 FEET NORTHEAST OF RIGHT OF WAY FENCE CORNER.  NOTE--
 RP0464'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 RP0464'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0747 ***********************************************************************
 SM0747  DESIGNATION -  M 290
 SM0747  PID         -  SM0747
 SM0747  STATE/COUNTY-  ND/EDDY
 SM0747  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0747
 SM0747                         *CURRENT SURVEY CONTROL
 SM0747  ___________________________________________________________________
 SM0747* NAD 83(1986)-  47 44 40.     (N)    098 32 25.     (W)     SCALED    
 SM0747* NAVD 88     -       454.819  (meters)    1492.19   (feet)  ADJUSTED  
 SM0747  ___________________________________________________________________
 SM0747  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 SM0747  DYNAMIC HT  -         454.885 (meters)    1492.40  (feet)  COMP
 SM0747  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 SM0747
 SM0747  VERT ORDER  -  SECOND    CLASS 0
 SM0747
 SM0747.The horizontal coordinates were scaled from a topographic map and have
 SM0747.an estimated accuracy of +/- 6 seconds.
 SM0747
 SM0747.The orthometric height was determined by differential leveling
 SM0747.and adjusted by the National Geodetic Survey in June 1991..
 SM0747
 SM0747.The geoid height was determined by GEOID03.
 SM0747
 SM0747.The dynamic height is computed by dividing the NAVD 88
 SM0747.geopotential number by the normal gravity value computed on the
 SM0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0747.degrees latitude (g = 980.6199 gals.).
 SM0747
 SM0747.The modeled gravity was interpolated from observed gravity values.
 SM0747
 SM0747;                    North         East    Units  Estimated Accuracy
 SM0747;SPC ND N     -    84,640.      746,940.      MT  (+/- 180 meters Scaled)
 SM0747
 SM0747                          SUPERSEDED SURVEY CONTROL
 SM0747
 SM0747  NGVD 29 (??/??/92)  454.457  (m)         1491.00   (f) ADJ UNCH    2 0
 SM0747
 SM0747.Superseded values are not recommended for survey control.
 SM0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0747.See file dsdata.txt to determine how the superseded data were derived.
 SM0747
 SM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT344879(NAD 83)
 SM0747_MARKER: DB = BENCH MARK DISK
 SM0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0747_STAMPING: M 290 1963
 SM0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0747+STABILITY: SURFACE MOTION
 SM0747
 SM0747  HISTORY     - Date     Condition        Report By
 SM0747  HISTORY     - 1963     MONUMENTED       CGS
 SM0747
 SM0747                          STATION DESCRIPTION
 SM0747
 SM0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0747'10.1 MI SE FROM HAMAR.
 SM0747'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0747'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0747'6.0 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 15, THENCE 2.5 MILES EAST
 SM0747'ALONG A GRAVELED ROAD, OR ABOUT 5.85 MILES SOUTH ALONG A GRAVELED ROAD
 SM0747'FROM THE GREAT NORTHERN RAILWAY STATION AT TOLNA, THENCE 2.0 MILES
 SM0747'WEST ALONG A GRAVELED ROAD, THENCE 2.75 MILES WEST ALONG A TRACK ROAD,
 SM0747'IN SECTION 1, T 149 N, R 62 W, 0.4 MILE EAST OF A ROAD INTERSECTION,
 SM0747'0.1 MILE WEST OF THE JUNCTION OF THE GRAVELED ROAD AND A ROAD LEADING
 SM0747'NORTH, ABOUT 133 YARDS NORTH OF AN ARCHED ROOF BARN AND A GROVE OF
 SM0747'TREES, 58 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET WEST OF
 SM0747'THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH, 8 1/2 FEET NORTH
 SM0747'OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST AND SET IN THE
 SM0747'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0872 ***********************************************************************
 TE0872  DESIGNATION -  M 291 RESET
 TE0872  PID         -  TE0872
 TE0872  STATE/COUNTY-  ND/RAMSEY
 TE0872  USGS QUAD   -  DOYON (1971)
 TE0872
 TE0872                         *CURRENT SURVEY CONTROL
 TE0872  ___________________________________________________________________
 TE0872* NAD 83(1986)-  48 00 19.     (N)    098 31 30.     (W)     SCALED    
 TE0872* NAVD 88     -       458.47   (+/-2cm)    1504.2    (feet)  VERTCON   
 TE0872  ___________________________________________________________________
 TE0872  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 TE0872
 TE0872  VERT ORDER  -  THIRD (See Below)
 TE0872
 TE0872.The horizontal coordinates were scaled from a topographic map and have
 TE0872.an estimated accuracy of +/- 6 seconds.
 TE0872
 TE0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0872.The vertical order pertains to the NGVD 29 superseded value.
 TE0872
 TE0872.The geoid height was determined by GEOID03.
 TE0872
 TE0872;                    North         East    Units  Estimated Accuracy
 TE0872;SPC ND N     -   113,660.      747,350.      MT  (+/- 180 meters Scaled)
 TE0872
 TE0872                          SUPERSEDED SURVEY CONTROL
 TE0872
 TE0872  NGVD 29 (??/??/??)  458.09   (m)         1502.9    (f) RESET       3  
 TE0872
 TE0872.Superseded values are not recommended for survey control.
 TE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0872.See file dsdata.txt to determine how the superseded data were derived.
 TE0872
 TE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU354169(NAD 83)
 TE0872_MARKER: DB = BENCH MARK DISK
 TE0872_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE0872_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE0872_STAMPING: M 291 RESET 1970
 TE0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0872
 TE0872  HISTORY     - Date     Condition        Report By
 TE0872  HISTORY     - 1970     MONUMENTED       LOCENG
 TE0872
 TE0872                          STATION DESCRIPTION
 TE0872
 TE0872'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 TE0872'9.6 MI SW FROM BARTLETT.
 TE0872'4.15 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 TE0872'STATION AT BARTLETT, THENCE 4.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 TE0872'1.45 MILES SOUTH ALONG A GRAVEL ROAD, IN SECTION 7, T 152 N, R 62 W,
 TE0872'74.5 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 66 FEET
 TE0872'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 38 FEET SOUTHEAST OF
 TE0872'THE ORIGINAL BENCH MARK LOCATION, 1 FOOT WEST OF A WITNESS POST, SET
 TE0872'IN THE TOP OF A 2 INCH STEEL POST AND ENCASED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0225 ***********************************************************************
 SM0225  DESIGNATION -  M 292
 SM0225  PID         -  SM0225
 SM0225  STATE/COUNTY-  ND/NELSON
 SM0225  USGS QUAD   -  BITTER LAKE (1971)
 SM0225
 SM0225                         *CURRENT SURVEY CONTROL
 SM0225  ___________________________________________________________________
 SM0225* NAD 83(1986)-  47 53 20.     (N)    098 09 38.     (W)     SCALED    
 SM0225* NAVD 88     -       459.626  (meters)    1507.96   (feet)  ADJUSTED  
 SM0225  ___________________________________________________________________
 SM0225  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 SM0225  DYNAMIC HT  -         459.706 (meters)    1508.22  (feet)  COMP
 SM0225  MODELED GRAV-     980,769.7   (mgal)                       NAVD 88
 SM0225
 SM0225  VERT ORDER  -  SECOND    CLASS 0
 SM0225
 SM0225.The horizontal coordinates were scaled from a topographic map and have
 SM0225.an estimated accuracy of +/- 6 seconds.
 SM0225
 SM0225.The orthometric height was determined by differential leveling
 SM0225.and adjusted by the National Geodetic Survey in June 1991..
 SM0225
 SM0225.The geoid height was determined by GEOID03.
 SM0225
 SM0225.The dynamic height is computed by dividing the NAVD 88
 SM0225.geopotential number by the normal gravity value computed on the
 SM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0225.degrees latitude (g = 980.6199 gals.).
 SM0225
 SM0225.The modeled gravity was interpolated from observed gravity values.
 SM0225
 SM0225;                    North         East    Units  Estimated Accuracy
 SM0225;SPC ND N     -   101,490.      774,920.      MT  (+/- 180 meters Scaled)
 SM0225
 SM0225                          SUPERSEDED SURVEY CONTROL
 SM0225
 SM0225  NGVD 29 (??/??/92)  459.264  (m)         1506.77   (f) ADJ UNCH    2 0
 SM0225
 SM0225.Superseded values are not recommended for survey control.
 SM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0225.See file dsdata.txt to determine how the superseded data were derived.
 SM0225
 SM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU627042(NAD 83)
 SM0225_MARKER: DB = BENCH MARK DISK
 SM0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0225_STAMPING: M 292 1963
 SM0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0225+STABILITY: SURFACE MOTION
 SM0225
 SM0225  HISTORY     - Date     Condition        Report By
 SM0225  HISTORY     - 1963     MONUMENTED       CGS
 SM0225
 SM0225                          STATION DESCRIPTION
 SM0225
 SM0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0225'9.55 MI N FROM MCVILLE.
 SM0225'ABOUT 0.25 MILE EAST ALONG COUNTY ROAD 15 FROM THE GREAT NORTHERN
 SM0225'RAILWAY STATION AT MCVILLE, THENCE 9.3 MILES NORTH ALONG COUNTY ROAD
 SM0225'35, OR ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT
 SM0225'NORTHERN RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S.
 SM0225'HIGHWAY 2, THENCE 8.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 2.0
 SM0225'MILES WEST ALONG COUNTY ROADS 35 AND 4, THENCE 1.0 MILE SOUTH ALONG
 SM0225'COUNTY ROAD 35, IN SECTION 24, T 151 N, R 59 W, 0.1 MILE NORTH OF A
 SM0225'SET OF FARM BUILDINGS, 62 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SM0225'175 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD, 104 FEET
 SM0225'SOUTH-SOUTHWEST OF A POWER POLE, 2 FEET WEST OF A FENCE, 2.5 FEET
 SM0225'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0225'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0051 ***********************************************************************
 SM0051  DESIGNATION -  M 293
 SM0051  PID         -  SM0051
 SM0051  STATE/COUNTY-  ND/NELSON
 SM0051  USGS QUAD   -  MC VILLE (1961)
 SM0051
 SM0051                         *CURRENT SURVEY CONTROL
 SM0051  ___________________________________________________________________
 SM0051* NAD 83(1986)-  47 45 44.     (N)    098 10 40.     (W)     SCALED    
 SM0051* NAVD 88     -       446.800  (meters)    1465.88   (feet)  ADJUSTED  
 SM0051  ___________________________________________________________________
 SM0051  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SM0051  DYNAMIC HT  -         446.874 (meters)    1466.12  (feet)  COMP
 SM0051  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 SM0051
 SM0051  VERT ORDER  -  SECOND    CLASS 0
 SM0051
 SM0051.The horizontal coordinates were scaled from a topographic map and have
 SM0051.an estimated accuracy of +/- 6 seconds.
 SM0051
 SM0051.The orthometric height was determined by differential leveling
 SM0051.and adjusted by the National Geodetic Survey in June 1991..
 SM0051
 SM0051.The geoid height was determined by GEOID03.
 SM0051
 SM0051.The dynamic height is computed by dividing the NAVD 88
 SM0051.geopotential number by the normal gravity value computed on the
 SM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0051.degrees latitude (g = 980.6199 gals.).
 SM0051
 SM0051.The modeled gravity was interpolated from observed gravity values.
 SM0051
 SM0051;                    North         East    Units  Estimated Accuracy
 SM0051;SPC ND N     -    87,370.      774,060.      MT  (+/- 180 meters Scaled)
 SM0051
 SM0051                          SUPERSEDED SURVEY CONTROL
 SM0051
 SM0051  NGVD 29 (??/??/92)  446.441  (m)         1464.70   (f) ADJ UNCH    2 0
 SM0051
 SM0051.Superseded values are not recommended for survey control.
 SM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0051.See file dsdata.txt to determine how the superseded data were derived.
 SM0051
 SM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT616902(NAD 83)
 SM0051_MARKER: DB = BENCH MARK DISK
 SM0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0051_SP_SET: FOUNDATION
 SM0051_STAMPING: M 293 1963
 SM0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0051
 SM0051  HISTORY     - Date     Condition        Report By
 SM0051  HISTORY     - 1963     MONUMENTED       CGS
 SM0051
 SM0051                          STATION DESCRIPTION
 SM0051
 SM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0051'IN MCVILLE.
 SM0051'AT MCVILLE, ALONG THE GREAT NORTHERN RAILWAY, IN SECTION 35, T 150 N,
 SM0051'R 59 W, 32 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION, 7 FEET
 SM0051'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, IN THE CENTER OF THE TOP OF
 SM0051'AN ABANDONED SIGNAL BLOCK FOUNDATION, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0093 ***********************************************************************
 SM0093  DESIGNATION -  M 294 RESET
 SM0093  PID         -  SM0093
 SM0093  STATE/COUNTY-  ND/GRIGGS
 SM0093  USGS QUAD   -  JESSIE (1961)
 SM0093
 SM0093                         *CURRENT SURVEY CONTROL
 SM0093  ___________________________________________________________________
 SM0093* NAD 83(1986)-  47 31 45.     (N)    098 08 00.     (W)     SCALED    
 SM0093* NAVD 88     -       436.74   (+/-2cm)    1432.9    (feet)  VERTCON   
 SM0093  ___________________________________________________________________
 SM0093  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 SM0093
 SM0093  VERT ORDER  -  ? (See Below)
 SM0093
 SM0093.The horizontal coordinates were scaled from a topographic map and have
 SM0093.an estimated accuracy of +/- 6 seconds.
 SM0093
 SM0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0093.The vertical order pertains to the NGVD 29 superseded value.
 SM0093
 SM0093.The geoid height was determined by GEOID03.
 SM0093
 SM0093;                    North         East    Units  Estimated Accuracy
 SM0093;SPC ND N     -    61,570.      778,180.      MT  (+/- 180 meters Scaled)
 SM0093
 SM0093                          SUPERSEDED SURVEY CONTROL
 SM0093
 SM0093  NGVD 29 (??/??/92)  436.385  (m)         1431.71   (f) ADJ UNCH    ?  
 SM0093
 SM0093.Superseded values are not recommended for survey control.
 SM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0093.See file dsdata.txt to determine how the superseded data were derived.
 SM0093
 SM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT652643(NAD 83)
 SM0093_MARKER: DB = BENCH MARK DISK
 SM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0093_STAMPING: M 294 RESET 1965
 SM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0093+STABILITY: SURFACE MOTION
 SM0093
 SM0093  HISTORY     - Date     Condition        Report By
 SM0093  HISTORY     - 1965     MONUMENTED       CGS
 SM0093
 SM0093                          STATION DESCRIPTION
 SM0093
 SM0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0093'6.4 MI N FROM COOPERSTOWN.
 SM0093'ABOUT 0.2 MILES EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0093'RAILWAY STATION AT COOPERSTOWN, THENCE 6.2 MILES NORTH ALONG STATE
 SM0093'HIGHWAY 45, IN SECTION 25, T 147 N, R 59 W, 101 FEET EAST OF THE
 SM0093'CENTERLINE OF STATE HIGHWAY 45, 21 FEET SOUTH OF THE CENTER LINE OF A
 SM0093'GRAVELED ROAD, 2 FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF AN
 SM0093'EASTWEST FENCELINE, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 SM0093'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0967 ***********************************************************************
 SL0967  DESIGNATION -  M 295
 SL0967  PID         -  SL0967
 SL0967  STATE/COUNTY-  ND/STEELE
 SL0967  USGS QUAD   -  FINLEY NE (1967)
 SL0967
 SL0967                         *CURRENT SURVEY CONTROL
 SL0967  ___________________________________________________________________
 SL0967* NAD 83(1986)-  47 38 34.     (N)    097 50 06.     (W)     SCALED    
 SL0967* NAVD 88     -       439.578  (meters)    1442.18   (feet)  ADJUSTED  
 SL0967  ___________________________________________________________________
 SL0967  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SL0967  DYNAMIC HT  -         439.634 (meters)    1442.37  (feet)  COMP
 SL0967  MODELED GRAV-     980,727.0   (mgal)                       NAVD 88
 SL0967
 SL0967  VERT ORDER  -  SECOND    CLASS 0
 SL0967
 SL0967.The horizontal coordinates were scaled from a topographic map and have
 SL0967.an estimated accuracy of +/- 6 seconds.
 SL0967
 SL0967.The orthometric height was determined by differential leveling
 SL0967.and adjusted by the National Geodetic Survey in June 1991..
 SL0967
 SL0967.The geoid height was determined by GEOID03.
 SL0967
 SL0967.The dynamic height is computed by dividing the NAVD 88
 SL0967.geopotential number by the normal gravity value computed on the
 SL0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0967.degrees latitude (g = 980.6199 gals.).
 SL0967
 SL0967.The modeled gravity was interpolated from observed gravity values.
 SL0967
 SL0967;                    North         East    Units  Estimated Accuracy
 SL0967;SPC ND N     -    74,930.      800,200.      MT  (+/- 180 meters Scaled)
 SL0967
 SL0967                          SUPERSEDED SURVEY CONTROL
 SL0967
 SL0967  NGVD 29 (??/??/92)  439.209  (m)         1440.97   (f) ADJ UNCH    2 0
 SL0967
 SL0967.Superseded values are not recommended for survey control.
 SL0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0967.See file dsdata.txt to determine how the superseded data were derived.
 SL0967
 SL0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT875772(NAD 83)
 SL0967_MARKER: DB = BENCH MARK DISK
 SL0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0967_STAMPING: M 295 1963
 SL0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0967+STABILITY: SURFACE MOTION
 SL0967
 SL0967  HISTORY     - Date     Condition        Report By
 SL0967  HISTORY     - 1963     MONUMENTED       CGS
 SL0967  HISTORY     - 1968     GOOD             DOD
 SL0967
 SL0967                          STATION DESCRIPTION
 SL0967
 SL0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0967'5.8 MI NE FROM SHARON.
 SL0967'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL0967'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL0967'2.9 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 17, T 148 N, R 56 W,
 SL0967'73 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.6 FEET SOUTH OF A METAL
 SL0967'WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 SL0967'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SL0967
 SL0967                          STATION RECOVERY (1968)
 SL0967
 SL0967'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0941 ***********************************************************************
 SL0941  DESIGNATION -  M 296
 SL0941  PID         -  SL0941
 SL0941  STATE/COUNTY-  ND/NELSON
 SL0941  USGS QUAD   -  LAKE PICKARD (1971)
 SL0941
 SL0941                         *CURRENT SURVEY CONTROL
 SL0941  ___________________________________________________________________
 SL0941* NAD 83(1986)-  47 56 21.     (N)    097 52 56.     (W)     SCALED    
 SL0941* NAVD 88     -       463.837  (meters)    1521.77   (feet)  ADJUSTED  
 SL0941  ___________________________________________________________________
 SL0941  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0941  DYNAMIC HT  -         463.910 (meters)    1522.01  (feet)  COMP
 SL0941  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 SL0941
 SL0941  VERT ORDER  -  SECOND    CLASS 0
 SL0941
 SL0941.The horizontal coordinates were scaled from a topographic map and have
 SL0941.an estimated accuracy of +/- 6 seconds.
 SL0941
 SL0941.The orthometric height was determined by differential leveling
 SL0941.and adjusted by the National Geodetic Survey in June 1991..
 SL0941
 SL0941.The geoid height was determined by GEOID03.
 SL0941
 SL0941.The dynamic height is computed by dividing the NAVD 88
 SL0941.geopotential number by the normal gravity value computed on the
 SL0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0941.degrees latitude (g = 980.6199 gals.).
 SL0941
 SL0941.The modeled gravity was interpolated from observed gravity values.
 SL0941
 SL0941;                    North         East    Units  Estimated Accuracy
 SL0941;SPC ND N     -   107,740.      795,530.      MT  (+/- 180 meters Scaled)
 SL0941
 SL0941                          SUPERSEDED SURVEY CONTROL
 SL0941
 SL0941  NGVD 29 (??/??/92)  463.461  (m)         1520.54   (f) ADJ UNCH    2 0
 SL0941
 SL0941.Superseded values are not recommended for survey control.
 SL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0941.See file dsdata.txt to determine how the superseded data were derived.
 SL0941
 SL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU834101(NAD 83)
 SL0941_MARKER: DB = BENCH MARK DISK
 SL0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0941_STAMPING: M 296 1963
 SL0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0941+STABILITY: SURFACE MOTION
 SL0941
 SL0941  HISTORY     - Date     Condition        Report By
 SL0941  HISTORY     - 1963     MONUMENTED       CGS
 SL0941
 SL0941                          STATION DESCRIPTION
 SL0941
 SL0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0941'4.4 MI S FROM NIAGARA.
 SL0941'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0941'AT NIAGARA, THENCE 3.9 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION 36,
 SL0941'T 152 N, R 57 W, 57 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 SL0941'SOUTH OF A TELEPHONE POLE, 1.4 FEET NORTH OF A METAL WITNESS POST,
 SL0941'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SL0941'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0986 ***********************************************************************
 SL0986  DESIGNATION -  M 297
 SL0986  PID         -  SL0986
 SL0986  STATE/COUNTY-  ND/GRAND FORKS
 SL0986  USGS QUAD   -  LARIMORE SW (1963)
 SL0986
 SL0986                         *CURRENT SURVEY CONTROL
 SL0986  ___________________________________________________________________
 SL0986* NAD 83(1986)-  47 47 18.     (N)    097 42 34.     (W)     SCALED    
 SL0986* NAVD 88     -       370.823  (meters)    1216.61   (feet)  ADJUSTED  
 SL0986  ___________________________________________________________________
 SL0986  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 SL0986  DYNAMIC HT  -         370.879 (meters)    1216.79  (feet)  COMP
 SL0986  MODELED GRAV-     980,751.2   (mgal)                       NAVD 88
 SL0986
 SL0986  VERT ORDER  -  SECOND    CLASS 0
 SL0986
 SL0986.The horizontal coordinates were scaled from a topographic map and have
 SL0986.an estimated accuracy of +/- 6 seconds.
 SL0986
 SL0986.The orthometric height was determined by differential leveling
 SL0986.and adjusted by the National Geodetic Survey in June 1991..
 SL0986
 SL0986.The geoid height was determined by GEOID03.
 SL0986
 SL0986.The dynamic height is computed by dividing the NAVD 88
 SL0986.geopotential number by the normal gravity value computed on the
 SL0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0986.degrees latitude (g = 980.6199 gals.).
 SL0986
 SL0986.The modeled gravity was interpolated from observed gravity values.
 SL0986
 SL0986;                    North         East    Units  Estimated Accuracy
 SL0986;SPC ND N     -    91,440.      809,040.      MT  (+/- 180 meters Scaled)
 SL0986
 SL0986                          SUPERSEDED SURVEY CONTROL
 SL0986
 SL0986  NGVD 29 (??/??/92)  370.459  (m)         1215.41   (f) ADJ UNCH    2 0
 SL0986
 SL0986.Superseded values are not recommended for survey control.
 SL0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0986.See file dsdata.txt to determine how the superseded data were derived.
 SL0986
 SL0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT966935(NAD 83)
 SL0986_MARKER: DB = BENCH MARK DISK
 SL0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0986_STAMPING: M 297 1963
 SL0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0986+STABILITY: SURFACE MOTION
 SL0986
 SL0986  HISTORY     - Date     Condition        Report By
 SL0986  HISTORY     - 1963     MONUMENTED       CGS
 SL0986
 SL0986                          STATION DESCRIPTION
 SL0986
 SL0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0986'11.2 MI NW FROM NORTHWOOD.
 SL0986'ABOUT 0.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0986'STATION AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD. THENCE
 SL0986'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 SL0986'STATE HIGHWAY 15, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, AT A
 SL0986'INTERSECTION, IN SECTION 29, T 150 N, R 55 W, 61 FEET WEST OF THE
 SL0986'CENTER LINE OF THE ROAD, 115 FEET NORTH OF THE CENTER LINE OF THE
 SL0986'ROAD, 128 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 5 FEET
 SL0986'SOUTH OF A TELEPHONE POLE, 1.4 FEET NORTH OF A METAL WITNESS POST,
 SL0986'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SL0986'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0921 ***********************************************************************
 SL0921  DESIGNATION -  M 298
 SL0921  PID         -  SL0921
 SL0921  STATE/COUNTY-  ND/NELSON
 SL0921  USGS QUAD   -  NIAGARA SW (1963)
 SL0921
 SL0921                         *CURRENT SURVEY CONTROL
 SL0921  ___________________________________________________________________
 SL0921* NAD 83(1986)-  47 50 45.     (N)    097 59 24.     (W)     SCALED    
 SL0921* NAVD 88     -       456.662  (meters)    1498.23   (feet)  ADJUSTED  
 SL0921  ___________________________________________________________________
 SL0921  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SL0921  DYNAMIC HT  -         456.732 (meters)    1498.46  (feet)  COMP
 SL0921  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 SL0921
 SL0921  VERT ORDER  -  SECOND    CLASS 0
 SL0921
 SL0921.The horizontal coordinates were scaled from a topographic map and have
 SL0921.an estimated accuracy of +/- 6 seconds.
 SL0921
 SL0921.The orthometric height was determined by differential leveling
 SL0921.and adjusted by the National Geodetic Survey in June 1991..
 SL0921
 SL0921.The geoid height was determined by GEOID03.
 SL0921
 SL0921.The dynamic height is computed by dividing the NAVD 88
 SL0921.geopotential number by the normal gravity value computed on the
 SL0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0921.degrees latitude (g = 980.6199 gals.).
 SL0921
 SL0921.The modeled gravity was interpolated from observed gravity values.
 SL0921
 SL0921;                    North         East    Units  Estimated Accuracy
 SL0921;SPC ND N     -    97,100.      787,820.      MT  (+/- 180 meters Scaled)
 SL0921
 SL0921                          SUPERSEDED SURVEY CONTROL
 SL0921
 SL0921  NGVD 29 (??/??/92)  456.291  (m)         1497.01   (f) ADJ UNCH    2 0
 SL0921
 SL0921.Superseded values are not recommended for survey control.
 SL0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0921.See file dsdata.txt to determine how the superseded data were derived.
 SL0921
 SL0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT755996(NAD 83)
 SL0921_MARKER: DB = BENCH MARK DISK
 SL0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0921_STAMPING: M 298 1963
 SL0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0921+STABILITY: SURFACE MOTION
 SL0921
 SL0921  HISTORY     - Date     Condition        Report By
 SL0921  HISTORY     - 1963     MONUMENTED       CGS
 SL0921
 SL0921                          STATION DESCRIPTION
 SL0921
 SL0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0921'11.85 MI S FROM PETERSBURG.
 SL0921'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0921'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 11.0 MILES SOUTH ALONG
 SL0921'STATE HIGHWAY 32, IN SECTION 6, T 150 N, R 57 W, 107 FEET SOUTHWEST OF
 SL0921'THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 32 AND A GRAVELED
 SL0921'ROAD, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTH
 SL0921'OF THE CENTER LINE OF THE GRAVELED ROAD, 48 FEET NORTHWEST OF A POWER
 SL0921'POLE NUMBERED 10, 2 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A METAL
 SL0921'WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 SL0921'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0211 ***********************************************************************
 SM0211  DESIGNATION -  M 299
 SM0211  PID         -  SM0211
 SM0211  STATE/COUNTY-  ND/NELSON
 SM0211  USGS QUAD   -  BITTER LAKE (1971)
 SM0211
 SM0211                         *CURRENT SURVEY CONTROL
 SM0211  ___________________________________________________________________
 SM0211* NAD 83(1986)-  47 56 50.     (N)    098 13 33.     (W)     SCALED    
 SM0211* NAVD 88     -       459.659  (meters)    1508.06   (feet)  ADJUSTED  
 SM0211  ___________________________________________________________________
 SM0211  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SM0211  DYNAMIC HT  -         459.740 (meters)    1508.33  (feet)  COMP
 SM0211  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 SM0211
 SM0211  VERT ORDER  -  SECOND    CLASS 0
 SM0211
 SM0211.The horizontal coordinates were scaled from a topographic map and have
 SM0211.an estimated accuracy of +/- 6 seconds.
 SM0211
 SM0211.The orthometric height was determined by differential leveling
 SM0211.and adjusted by the National Geodetic Survey in June 1991..
 SM0211
 SM0211.The geoid height was determined by GEOID03.
 SM0211
 SM0211.The dynamic height is computed by dividing the NAVD 88
 SM0211.geopotential number by the normal gravity value computed on the
 SM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0211.degrees latitude (g = 980.6199 gals.).
 SM0211
 SM0211.The modeled gravity was interpolated from observed gravity values.
 SM0211
 SM0211;                    North         East    Units  Estimated Accuracy
 SM0211;SPC ND N     -   107,820.      769,850.      MT  (+/- 180 meters Scaled)
 SM0211
 SM0211                          SUPERSEDED SURVEY CONTROL
 SM0211
 SM0211  NGVD 29 (??/??/92)  459.293  (m)         1506.86   (f) ADJ UNCH    2 0
 SM0211
 SM0211.Superseded values are not recommended for survey control.
 SM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0211.See file dsdata.txt to determine how the superseded data were derived.
 SM0211
 SM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU578107(NAD 83)
 SM0211_MARKER: DB = BENCH MARK DISK
 SM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0211_STAMPING: M 299 1963
 SM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0211+STABILITY: SURFACE MOTION
 SM0211
 SM0211  HISTORY     - Date     Condition        Report By
 SM0211  HISTORY     - 1963     MONUMENTED       CGS
 SM0211
 SM0211                          STATION DESCRIPTION
 SM0211
 SM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0211'10.4 MI SW FROM MICHIGAN.
 SM0211'ABOUT 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE GREAT NORTHERN
 SM0211'RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG U.S. HIGHWAY
 SM0211'2, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE 5.0 MILES WEST
 SM0211'ALONG A GRAVELED ROAD, IN SECTION 32, T 152 N, R 59 W, OR 0.4 MILE
 SM0211'EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT LAKOTA,
 SM0211'THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 4.0 MILES EAST
 SM0211'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 SM0211'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 90 FEET SOUTHWEST OF THE
 SM0211'CENTER OF THE INTERSECTION WITH COUNTY ROAD 22, 52 FEET SOUTH OF THE
 SM0211'CENTER LINE OF THE ROAD, 75 FEET WEST OF THE CENTER LINE OF THE COUNTY
 SM0211'ROAD, 19 FEET NORTH OF A POWER POLE, 2 FEET NORTH OF A FENCE, 1.5 FEET
 SM0211'SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 SM0211'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0194 ***********************************************************************
 TF0194  DESIGNATION -  M 3
 TF0194  PID         -  TF0194
 TF0194  STATE/COUNTY-  ND/MCHENRY
 TF0194  USGS QUAD   -  TOWNER (1980)
 TF0194
 TF0194                         *CURRENT SURVEY CONTROL
 TF0194  ___________________________________________________________________
 TF0194* NAD 83(1986)-  48 20 35.     (N)    100 24 19.     (W)     SCALED    
 TF0194* NAVD 88     -       453.224  (meters)    1486.95   (feet)  ADJUSTED  
 TF0194  ___________________________________________________________________
 TF0194  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0194  DYNAMIC HT  -         453.316 (meters)    1487.25  (feet)  COMP
 TF0194  MODELED GRAV-     980,800.6   (mgal)                       NAVD 88
 TF0194
 TF0194  VERT ORDER  -  FIRST     CLASS II
 TF0194
 TF0194.The horizontal coordinates were scaled from a topographic map and have
 TF0194.an estimated accuracy of +/- 6 seconds.
 TF0194
 TF0194.The orthometric height was determined by differential leveling
 TF0194.and adjusted by the National Geodetic Survey in June 1991..
 TF0194
 TF0194.The geoid height was determined by GEOID03.
 TF0194
 TF0194.The dynamic height is computed by dividing the NAVD 88
 TF0194.geopotential number by the normal gravity value computed on the
 TF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0194.degrees latitude (g = 980.6199 gals.).
 TF0194
 TF0194.The modeled gravity was interpolated from observed gravity values.
 TF0194
 TF0194;                    North         East    Units  Estimated Accuracy
 TF0194;SPC ND N     -   149,330.      607,020.      MT  (+/- 180 meters Scaled)
 TF0194
 TF0194                          SUPERSEDED SURVEY CONTROL
 TF0194
 TF0194  NGVD 29 (??/??/92)  452.853  (m)         1485.74   (f) ADJ UNCH    1 2
 TF0194
 TF0194.Superseded values are not recommended for survey control.
 TF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0194.See file dsdata.txt to determine how the superseded data were derived.
 TF0194
 TF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU958553(NAD 83)
 TF0194_MARKER: DB = BENCH MARK DISK
 TF0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0194_SP_SET: BUILDING
 TF0194_STAMPING: M 3 ELEV 1485.755 FT
 TF0194_MARK LOGO: CGS   
 TF0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0194
 TF0194  HISTORY     - Date     Condition        Report By
 TF0194  HISTORY     - UNK      MONUMENTED       CGS
 TF0194  HISTORY     - 1964     GOOD             NGS
 TF0194  HISTORY     - 1978     GOOD             NGS
 TF0194  HISTORY     - 1982     GOOD             NGS
 TF0194
 TF0194                          STATION DESCRIPTION
 TF0194
 TF0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0194'0.25 MI S FROM TOWNER.
 TF0194'ABOUT 0.25 MILE SOUTH ALONG MAIN STREET AND STATE HIGHWAY 14 FROM THE
 TF0194'GREAT NORTHERN RAILWAY STATION AT TOWNER, IN S 11, T 156 N, R 76 W,
 TF0194'SET VERTICALLY IN THE WEST FACE OF THE COURTHOUSE, 1 FOOT SOUTH OF THE
 TF0194'NORTHWEST CORNER OF THE COURTHOUSE, AND 4 FEET ABOVE THE LEVEL OF THE
 TF0194'GROUND.
 TF0194
 TF0194                          STATION RECOVERY (1978)
 TF0194
 TF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TF0194'RECOVERED IN GOOD CONDITION.
 TF0194
 TF0194                          STATION RECOVERY (1982)
 TF0194
 TF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0194'RECOVERED THIS DATE, IN TOWNER AT THE MCHENRY COUNTY COURTHOUSE.
 TF0194'NOTE, BUILDING HAS BEEN FOUND TO HAVE A DEEP AND STABLE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1609 ***********************************************************************
 TF1609  DESIGNATION -  M 3 B 1
 TF1609  PID         -  TF1609
 TF1609  STATE/COUNTY-  ND/RENVILLE
 TF1609  USGS QUAD   -  GREENE (1949)
 TF1609
 TF1609                         *CURRENT SURVEY CONTROL
 TF1609  ___________________________________________________________________
 TF1609* NAD 83(1986)-  48 38 53.     (N)    101 43 07.     (W)     SCALED    
 TF1609* NAVD 88     -       546.403  (meters)    1792.66   (feet)  ADJUSTED  
 TF1609  ___________________________________________________________________
 TF1609  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 TF1609  DYNAMIC HT  -         546.513 (meters)    1793.02  (feet)  COMP
 TF1609  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TF1609
 TF1609  VERT ORDER  -  SECOND    CLASS 0
 TF1609
 TF1609.The horizontal coordinates were scaled from a topographic map and have
 TF1609.an estimated accuracy of +/- 6 seconds.
 TF1609
 TF1609.The orthometric height was determined by differential leveling
 TF1609.and adjusted by the National Geodetic Survey in June 1991..
 TF1609
 TF1609.The geoid height was determined by GEOID03.
 TF1609
 TF1609.The dynamic height is computed by dividing the NAVD 88
 TF1609.geopotential number by the normal gravity value computed on the
 TF1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1609.degrees latitude (g = 980.6199 gals.).
 TF1609
 TF1609.The modeled gravity was interpolated from observed gravity values.
 TF1609
 TF1609;                    North         East    Units  Estimated Accuracy
 TF1609;SPC ND N     -   183,950.      510,210.      MT  (+/- 180 meters Scaled)
 TF1609
 TF1609                          SUPERSEDED SURVEY CONTROL
 TF1609
 TF1609  NGVD 29 (??/??/92)  546.04   (m)         1791.5    (f) COMPUTED    2 0
 TF1609
 TF1609.Superseded values are not recommended for survey control.
 TF1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1609.See file dsdata.txt to determine how the superseded data were derived.
 TF1609
 TF1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU997919(NAD 83)
 TF1609_MARKER: DD = SURVEY DISK
 TF1609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1609_SP_SET: CONCRETE CYLINDER
 TF1609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1609
 TF1609  HISTORY     - Date     Condition        Report By
 TF1609  HISTORY     - UNK      MONUMENTED       DOD
 TF1609  HISTORY     - 1963     GOOD             NGS
 TF1609
 TF1609                          STATION DESCRIPTION
 TF1609
 TF1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1609'1.5 MI SW FROM GREENE.
 TF1609'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1609'AT GREENE, THENCE 0.95 MILE SOUTH ALONG COUNTY ROAD 28, THENCE 0.3
 TF1609'MILE WEST ALONG COUNTY ROAD 12, 146 FEET NORTH OF THE CENTER LINE OF
 TF1609'THE ROAD, 111 FEET NORTH OF A FENCE, 73 FEET NORTH-NORTHWEST OF A
 TF1609'TELEPHONE POLE, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 TF1609'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 TF1609'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1610 ***********************************************************************
 TF1610  DESIGNATION -  M 3 B 2
 TF1610  PID         -  TF1610
 TF1610  STATE/COUNTY-  ND/RENVILLE
 TF1610  USGS QUAD   -  GREENE (1949)
 TF1610
 TF1610                         *CURRENT SURVEY CONTROL
 TF1610  ___________________________________________________________________
 TF1610* NAD 83(1986)-  48 39 04.     (N)    101 43 09.     (W)     SCALED    
 TF1610* NAVD 88     -       545.850  (meters)    1790.84   (feet)  ADJUSTED  
 TF1610  ___________________________________________________________________
 TF1610  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 TF1610  DYNAMIC HT  -         545.960 (meters)    1791.20  (feet)  COMP
 TF1610  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TF1610
 TF1610  VERT ORDER  -  SECOND    CLASS 0
 TF1610
 TF1610.The horizontal coordinates were scaled from a topographic map and have
 TF1610.an estimated accuracy of +/- 6 seconds.
 TF1610
 TF1610.The orthometric height was determined by differential leveling
 TF1610.and adjusted by the National Geodetic Survey in June 1991..
 TF1610
 TF1610.The geoid height was determined by GEOID03.
 TF1610
 TF1610.The dynamic height is computed by dividing the NAVD 88
 TF1610.geopotential number by the normal gravity value computed on the
 TF1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1610.degrees latitude (g = 980.6199 gals.).
 TF1610
 TF1610.The modeled gravity was interpolated from observed gravity values.
 TF1610
 TF1610;                    North         East    Units  Estimated Accuracy
 TF1610;SPC ND N     -   184,290.      510,180.      MT  (+/- 180 meters Scaled)
 TF1610
 TF1610                          SUPERSEDED SURVEY CONTROL
 TF1610
 TF1610  NGVD 29 (??/??/92)  545.48   (m)         1789.6    (f) COMPUTED    2 0
 TF1610
 TF1610.Superseded values are not recommended for survey control.
 TF1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1610.See file dsdata.txt to determine how the superseded data were derived.
 TF1610
 TF1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU997922(NAD 83)
 TF1610_MARKER: DD = SURVEY DISK
 TF1610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1610_SP_SET: CONCRETE CYLINDER
 TF1610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1610
 TF1610  HISTORY     - Date     Condition        Report By
 TF1610  HISTORY     - UNK      MONUMENTED       DOD
 TF1610  HISTORY     - 1963     GOOD             NGS
 TF1610
 TF1610                          STATION DESCRIPTION
 TF1610
 TF1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1610'1.9 MI SW FROM GREENE.
 TF1610'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1610'AT GREENE, THENCE 0.95 MILE SOUTH ALONG COUNTY ROAD 28, THENCE 0.3
 TF1610'MILE WEST ALONG COUNTY ROAD 12, THENCE 0.4 MILE NORTH ACROSS COUNTRY,
 TF1610'0.25 MILE EAST-NORTHEAST OF A SET OF FARM BUILDINGS, AND THE TOP
 TF1610'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF1610'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1612 ***********************************************************************
 TF1612  DESIGNATION -  M 3 Z
 TF1612  PID         -  TF1612
 TF1612  STATE/COUNTY-  ND/RENVILLE
 TF1612  USGS QUAD   -  GREENE (1949)
 TF1612
 TF1612                         *CURRENT SURVEY CONTROL
 TF1612  ___________________________________________________________________
 TF1612* NAD 83(1986)-  48 38 52.     (N)    101 43 27.     (W)     SCALED    
 TF1612* NAVD 88     -       547.940  (meters)    1797.70   (feet)  ADJUSTED  
 TF1612  ___________________________________________________________________
 TF1612  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 TF1612  DYNAMIC HT  -         548.051 (meters)    1798.06  (feet)  COMP
 TF1612  MODELED GRAV-     980,794.8   (mgal)                       NAVD 88
 TF1612
 TF1612  VERT ORDER  -  SECOND    CLASS 0
 TF1612
 TF1612.The horizontal coordinates were scaled from a topographic map and have
 TF1612.an estimated accuracy of +/- 6 seconds.
 TF1612
 TF1612.The orthometric height was determined by differential leveling
 TF1612.and adjusted by the National Geodetic Survey in June 1991..
 TF1612
 TF1612.The geoid height was determined by GEOID03.
 TF1612
 TF1612.The dynamic height is computed by dividing the NAVD 88
 TF1612.geopotential number by the normal gravity value computed on the
 TF1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1612.degrees latitude (g = 980.6199 gals.).
 TF1612
 TF1612.The modeled gravity was interpolated from observed gravity values.
 TF1612
 TF1612;                    North         East    Units  Estimated Accuracy
 TF1612;SPC ND N     -   183,930.      509,800.      MT  (+/- 180 meters Scaled)
 TF1612
 TF1612                          SUPERSEDED SURVEY CONTROL
 TF1612
 TF1612  NGVD 29 (??/??/92)  547.57   (m)         1796.5    (f) COMPUTED    2 0
 TF1612
 TF1612.Superseded values are not recommended for survey control.
 TF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1612.See file dsdata.txt to determine how the superseded data were derived.
 TF1612
 TF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU993918(NAD 83)
 TF1612_MARKER: DS = TRIANGULATION STATION DISK
 TF1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1612_STAMPING: M 3 Z 1963
 TF1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1612+STABILITY: SURFACE MOTION
 TF1612
 TF1612  HISTORY     - Date     Condition        Report By
 TF1612  HISTORY     - 1963     MONUMENTED       CGS
 TF1612
 TF1612                          STATION DESCRIPTION
 TF1612
 TF1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1612'1.75 MI SW FROM GREENE.
 TF1612'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1612'AT GREENE, THENCE 0.95 MILE SOUTH ALONG COUNTY ROAD 28, THENCE 0.55
 TF1612'MILE WEST ALONG COUNTY ROAD 12, 45.0 FEET SOUTH OF M 3 Z R.M. 1, 50.3
 TF1612'FEET WEST OF M 3 Z R.M. 2, 30 FEET NORTH OF THE CENTER LINE OF THE
 TF1612'ROAD, 18 FEET WEST OF THE CENTER LINE OF A FIELD ROAD, 69 FEET
 TF1612'SOUTHEAST OF A TELEPHONE POLE, 9.6 FEET SOUTHWEST OF A METAL WITNESS
 TF1612'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TF1612'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1613 ***********************************************************************
 TF1613  DESIGNATION -  M 3 Z RM 1
 TF1613  PID         -  TF1613
 TF1613  STATE/COUNTY-  ND/RENVILLE
 TF1613  USGS QUAD   -  GREENE (1949)
 TF1613
 TF1613                         *CURRENT SURVEY CONTROL
 TF1613  ___________________________________________________________________
 TF1613* NAD 83(1986)-  48 38 52.     (N)    101 43 26.     (W)     SCALED    
 TF1613* NAVD 88     -       547.973  (meters)    1797.81   (feet)  ADJUSTED  
 TF1613  ___________________________________________________________________
 TF1613  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 TF1613  DYNAMIC HT  -         548.084 (meters)    1798.17  (feet)  COMP
 TF1613  MODELED GRAV-     980,794.8   (mgal)                       NAVD 88
 TF1613
 TF1613  VERT ORDER  -  SECOND    CLASS 0
 TF1613
 TF1613.The horizontal coordinates were scaled from a topographic map and have
 TF1613.an estimated accuracy of +/- 6 seconds.
 TF1613
 TF1613.The orthometric height was determined by differential leveling
 TF1613.and adjusted by the National Geodetic Survey in June 1991..
 TF1613
 TF1613.The geoid height was determined by GEOID03.
 TF1613
 TF1613.The dynamic height is computed by dividing the NAVD 88
 TF1613.geopotential number by the normal gravity value computed on the
 TF1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1613.degrees latitude (g = 980.6199 gals.).
 TF1613
 TF1613.The modeled gravity was interpolated from observed gravity values.
 TF1613
 TF1613;                    North         East    Units  Estimated Accuracy
 TF1613;SPC ND N     -   183,920.      509,820.      MT  (+/- 180 meters Scaled)
 TF1613
 TF1613                          SUPERSEDED SURVEY CONTROL
 TF1613
 TF1613  NGVD 29 (??/??/92)  547.61   (m)         1796.6    (f) COMPUTED    2 0
 TF1613
 TF1613.Superseded values are not recommended for survey control.
 TF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1613.See file dsdata.txt to determine how the superseded data were derived.
 TF1613
 TF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU993918(NAD 83)
 TF1613_MARKER: DR = REFERENCE MARK DISK
 TF1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1613_STAMPING: M 3 Z NO 1 1963
 TF1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1613+STABILITY: SURFACE MOTION
 TF1613
 TF1613  HISTORY     - Date     Condition        Report By
 TF1613  HISTORY     - 1963     MONUMENTED       CGS
 TF1613
 TF1613                          STATION DESCRIPTION
 TF1613
 TF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1613'1.75 MI SW FROM GREENE.
 TF1613'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1613'AT GREENE, THENCE 0.95 MILE SOUTH ALONG COUNTY ROAD 28, THENCE 0.55
 TF1613'MILE WEST ALONG COUNTY ROAD 12, 45.0 FEET NORTH OF M 3 Z 1963, 75 FEET
 TF1613'NORTH OF THE CENTER LINE OF THE ROAD, 57 1/2 FEET EAST OF A TELEPHONE
 TF1613'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1 FOOT WEST OF A FENCE,
 TF1613'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1611 ***********************************************************************
 TF1611  DESIGNATION -  M 3 Z RM 2
 TF1611  PID         -  TF1611
 TF1611  STATE/COUNTY-  ND/RENVILLE
 TF1611  USGS QUAD   -  GREENE (1949)
 TF1611
 TF1611                         *CURRENT SURVEY CONTROL
 TF1611  ___________________________________________________________________
 TF1611* NAD 83(1986)-  48 38 52.     (N)    101 43 26.     (W)     SCALED    
 TF1611* NAVD 88     -       548.048  (meters)    1798.05   (feet)  ADJUSTED  
 TF1611  ___________________________________________________________________
 TF1611  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 TF1611  DYNAMIC HT  -         548.158 (meters)    1798.41  (feet)  COMP
 TF1611  MODELED GRAV-     980,794.8   (mgal)                       NAVD 88
 TF1611
 TF1611  VERT ORDER  -  SECOND    CLASS 0
 TF1611
 TF1611.The horizontal coordinates were scaled from a topographic map and have
 TF1611.an estimated accuracy of +/- 6 seconds.
 TF1611
 TF1611.The orthometric height was determined by differential leveling
 TF1611.and adjusted by the National Geodetic Survey in June 1991..
 TF1611
 TF1611.The geoid height was determined by GEOID03.
 TF1611
 TF1611.The dynamic height is computed by dividing the NAVD 88
 TF1611.geopotential number by the normal gravity value computed on the
 TF1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1611.degrees latitude (g = 980.6199 gals.).
 TF1611
 TF1611.The modeled gravity was interpolated from observed gravity values.
 TF1611
 TF1611;                    North         East    Units  Estimated Accuracy
 TF1611;SPC ND N     -   183,920.      509,820.      MT  (+/- 180 meters Scaled)
 TF1611
 TF1611                          SUPERSEDED SURVEY CONTROL
 TF1611
 TF1611  NGVD 29 (??/??/92)  547.68   (m)         1796.8    (f) COMPUTED    2 0
 TF1611
 TF1611.Superseded values are not recommended for survey control.
 TF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1611.See file dsdata.txt to determine how the superseded data were derived.
 TF1611
 TF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU993918(NAD 83)
 TF1611_MARKER: DR = REFERENCE MARK DISK
 TF1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1611_STAMPING: M 3 Z NO 2 1963
 TF1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1611+STABILITY: SURFACE MOTION
 TF1611
 TF1611  HISTORY     - Date     Condition        Report By
 TF1611  HISTORY     - 1963     MONUMENTED       CGS
 TF1611
 TF1611                          STATION DESCRIPTION
 TF1611
 TF1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1611'1.75 MI SW FROM GREENE.
 TF1611'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1611'AT GREENE, THENCE 0.95 MILE SOUTH ALONG COUNTY ROAD 28, THENCE 0.55
 TF1611'MILE WEST ALONG COUNTY ROAD 12, 53.0 FEET EAST OF M 3 Z 1963, 33 FEET
 TF1611'NORTH OF THE CENTER LINE OF THE ROAD, 32 FEET EAST OF THE CENTER OF A
 TF1611'GATE, 1 FOOT SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 TF1611'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0212 ***********************************************************************
 RP0212  DESIGNATION -  M 30
 RP0212  PID         -  RP0212
 RP0212  STATE/COUNTY-  ND/RICHLAND
 RP0212  USGS QUAD   -  HANKINSON (1964)
 RP0212
 RP0212                         *CURRENT SURVEY CONTROL
 RP0212  ___________________________________________________________________
 RP0212* NAD 83(1986)-  46 04 17.     (N)    096 53 53.     (W)     SCALED    
 RP0212* NAVD 88     -       325.525  (meters)    1067.99   (feet)  ADJUSTED  
 RP0212  ___________________________________________________________________
 RP0212  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0212  DYNAMIC HT  -         325.526 (meters)    1068.00  (feet)  COMP
 RP0212  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RP0212
 RP0212  VERT ORDER  -  SECOND    CLASS 0
 RP0212
 RP0212.The horizontal coordinates were scaled from a topographic map and have
 RP0212.an estimated accuracy of +/- 6 seconds.
 RP0212
 RP0212.The orthometric height was determined by differential leveling
 RP0212.and adjusted by the National Geodetic Survey in June 1991..
 RP0212
 RP0212.The geoid height was determined by GEOID03.
 RP0212
 RP0212.The dynamic height is computed by dividing the NAVD 88
 RP0212.geopotential number by the normal gravity value computed on the
 RP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0212.degrees latitude (g = 980.6199 gals.).
 RP0212
 RP0212.The modeled gravity was interpolated from observed gravity values.
 RP0212
 RP0212;                    North         East    Units  Estimated Accuracy
 RP0212;SPC ND S     -    51,380.      878,570.      MT  (+/- 180 meters Scaled)
 RP0212
 RP0212                          SUPERSEDED SURVEY CONTROL
 RP0212
 RP0212  NGVD 29 (??/??/92)  325.286  (m)         1067.21   (f) ADJ UNCH    2 0
 RP0212
 RP0212.Superseded values are not recommended for survey control.
 RP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0212.See file dsdata.txt to determine how the superseded data were derived.
 RP0212
 RP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS625041(NAD 83)
 RP0212_MARKER: DB = BENCH MARK DISK
 RP0212_SETTING: 0 = UNSPECIFIED SETTING
 RP0212_STAMPING: M 30 1934
 RP0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0212
 RP0212  HISTORY     - Date     Condition        Report By
 RP0212  HISTORY     - 1934     MONUMENTED       CGS
 RP0212  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 RP0212
 RP0212                          STATION DESCRIPTION
 RP0212
 RP0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0212'IN HANKINSON.
 RP0212'AT HANKINSON, RICHLAND COUNTY, 25 FEET EAST AND 10 FEET SOUTH OF THE
 RP0212'NORTHWEST CORNER OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0212'RAILWAY STATION, IN THE SMALL PERK, BETWEEN THE RAIN GAGE AND THE
 RP0212'BAROMETER STAND, AND 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 RP0212'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 RP0212'THE SOO LINE RAILROAD.
 RP0212
 RP0212                          STATION RECOVERY (1979)
 RP0212
 RP0212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RP0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0155 ***********************************************************************
 SM0155  DESIGNATION -  M 300
 SM0155  PID         -  SM0155
 SM0155  STATE/COUNTY-  ND/GRIGGS
 SM0155  USGS QUAD   -  BINFORD NW (1961)
 SM0155
 SM0155                         *CURRENT SURVEY CONTROL
 SM0155  ___________________________________________________________________
 SM0155* NAD 83(1986)-  47 40 22.     (N)    098 25 22.     (W)     SCALED    
 SM0155* NAVD 88     -       473.346  (meters)    1552.97   (feet)  ADJUSTED  
 SM0155  ___________________________________________________________________
 SM0155  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 SM0155  DYNAMIC HT  -         473.413 (meters)    1553.19  (feet)  COMP
 SM0155  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 SM0155
 SM0155  VERT ORDER  -  SECOND    CLASS 0
 SM0155
 SM0155.The horizontal coordinates were scaled from a topographic map and have
 SM0155.an estimated accuracy of +/- 6 seconds.
 SM0155
 SM0155.The orthometric height was determined by differential leveling
 SM0155.and adjusted by the National Geodetic Survey in June 1991..
 SM0155
 SM0155.The geoid height was determined by GEOID03.
 SM0155
 SM0155.The dynamic height is computed by dividing the NAVD 88
 SM0155.geopotential number by the normal gravity value computed on the
 SM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0155.degrees latitude (g = 980.6199 gals.).
 SM0155
 SM0155.The modeled gravity was interpolated from observed gravity values.
 SM0155
 SM0155;                    North         East    Units  Estimated Accuracy
 SM0155;SPC ND N     -    76,900.      755,970.      MT  (+/- 180 meters Scaled)
 SM0155
 SM0155                          SUPERSEDED SURVEY CONTROL
 SM0155
 SM0155  NGVD 29 (??/??/92)  472.988  (m)         1551.79   (f) ADJ UNCH    2 0
 SM0155
 SM0155.Superseded values are not recommended for survey control.
 SM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0155.See file dsdata.txt to determine how the superseded data were derived.
 SM0155
 SM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT433800(NAD 83)
 SM0155_MARKER: DB = BENCH MARK DISK
 SM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0155_STAMPING: M 300 1963
 SM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0155+STABILITY: SURFACE MOTION
 SM0155
 SM0155  HISTORY     - Date     Condition        Report By
 SM0155  HISTORY     - 1963     MONUMENTED       CGS
 SM0155
 SM0155                          STATION DESCRIPTION
 SM0155
 SM0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0155'12.15 MI SE FROM TOLNA.
 SM0155'ABOUT 10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0155'RAILWAY STATION AT TOLNA, THENCE 1.25 MILES EAST ALONG A FENCE LINE,
 SM0155'IN SECTION 2, T 148 N, R 61 W, MIDWAY BETWEEN TWO HIGH HILLS, 0.2 MILE
 SM0155'SOUTHWEST OF A LONE TREE WHICH IS ON THE CREST OF A HILL, 52 FEET EAST
 SM0155'OF THE MOST NORTHEASTERLY ASPEN TREE IN A CLUSTER OF ASPEN TREES, 6
 SM0155'FEET SOUTHEAST OF THE JUNCTION OF THE EAST-WEST FENCE AND A FENCE
 SM0155'LEADING SOUTH, 4 1/2 FEET EAST OF A FENCE, 3 1/2 FEET SOUTH OF A
 SM0155'FENCE, 2.7 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 SM0155'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0997 ***********************************************************************
 SL0997  DESIGNATION -  M 301
 SL0997  PID         -  SL0997
 SL0997  STATE/COUNTY-  ND/GRAND FORKS
 SL0997  USGS QUAD   -  NORTHWOOD NW (1970)
 SL0997
 SL0997                         *CURRENT SURVEY CONTROL
 SL0997  ___________________________________________________________________
 SL0997* NAD 83(1986)-  47 41 13.     (N)    097 40 02.     (W)     SCALED    
 SL0997* NAVD 88     -       354.243  (meters)    1162.21   (feet)  ADJUSTED  
 SL0997  ___________________________________________________________________
 SL0997  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 SL0997  DYNAMIC HT  -         354.293 (meters)    1162.38  (feet)  COMP
 SL0997  MODELED GRAV-     980,743.2   (mgal)                       NAVD 88
 SL0997
 SL0997  VERT ORDER  -  SECOND    CLASS 0
 SL0997
 SL0997.The horizontal coordinates were scaled from a topographic map and have
 SL0997.an estimated accuracy of +/- 6 seconds.
 SL0997
 SL0997.The orthometric height was determined by differential leveling
 SL0997.and adjusted by the National Geodetic Survey in June 1991..
 SL0997
 SL0997.The geoid height was determined by GEOID03.
 SL0997
 SL0997.The dynamic height is computed by dividing the NAVD 88
 SL0997.geopotential number by the normal gravity value computed on the
 SL0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0997.degrees latitude (g = 980.6199 gals.).
 SL0997
 SL0997.The modeled gravity was interpolated from observed gravity values.
 SL0997
 SL0997;                    North         East    Units  Estimated Accuracy
 SL0997;SPC ND N     -    80,290.      812,620.      MT  (+/- 180 meters Scaled)
 SL0997
 SL0997                          SUPERSEDED SURVEY CONTROL
 SL0997
 SL0997  NGVD 29 (??/??/92)  353.882  (m)         1161.03   (f) ADJ UNCH    2 0
 SL0997
 SL0997.Superseded values are not recommended for survey control.
 SL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0997.See file dsdata.txt to determine how the superseded data were derived.
 SL0997
 SL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT000823(NAD 83)
 SL0997_MARKER: DB = BENCH MARK DISK
 SL0997_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0997_SP_SET: 18 FT
 SL0997_STAMPING: M 301 1963
 SL0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0997
 SL0997  HISTORY     - Date     Condition        Report By
 SL0997  HISTORY     - 1963     MONUMENTED       CGS
 SL0997
 SL0997                          STATION DESCRIPTION
 SL0997
 SL0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0997'8.2 MI SW FROM NORTHWOOD.
 SL0997'ABOUT 0.3 MILE SOUTHEAST ALONG GREAT NORTHERN RAILWAY FROM THE STATION
 SL0997'AT NORTHWOOD, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, THENCE 4.2
 SL0997'MILES WEST ALONG GRAVELED ROAD, THENCE 3.0 MILES SOUTH ALONG A
 SL0997'GRAVELED ROAD, IN SECTION 26, T 149 N, R 55 W, 42 FEET EAST OF THE
 SL0997'CENTER LINE OF THE ROAD, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SL0997'4 FEET BELOW THE LEVEL OF THE ROAD AND ON THE TOP OF A 5/8-INCH COPPER
 SL0997'COATED ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND ENCASED IN A
 SL0997'6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1055 ***********************************************************************
 SL1055  DESIGNATION -  M 302
 SL1055  PID         -  SL1055
 SL1055  STATE/COUNTY-  ND/STEELE
 SL1055  USGS QUAD   -  SHARON (1967)
 SL1055
 SL1055                         *CURRENT SURVEY CONTROL
 SL1055  ___________________________________________________________________
 SL1055* NAD 83(1986)-  47 36 02.     (N)    097 53 58.     (W)     SCALED    
 SL1055* NAVD 88     -       461.903  (meters)    1515.43   (feet)  ADJUSTED  
 SL1055  ___________________________________________________________________
 SL1055  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL1055  DYNAMIC HT  -         461.956 (meters)    1515.60  (feet)  COMP
 SL1055  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 SL1055
 SL1055  VERT ORDER  -  SECOND    CLASS 0
 SL1055
 SL1055.The horizontal coordinates were scaled from a topographic map and have
 SL1055.an estimated accuracy of +/- 6 seconds.
 SL1055
 SL1055.The orthometric height was determined by differential leveling
 SL1055.and adjusted by the National Geodetic Survey in June 1991..
 SL1055
 SL1055.The geoid height was determined by GEOID03.
 SL1055
 SL1055.The dynamic height is computed by dividing the NAVD 88
 SL1055.geopotential number by the normal gravity value computed on the
 SL1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1055.degrees latitude (g = 980.6199 gals.).
 SL1055
 SL1055.The modeled gravity was interpolated from observed gravity values.
 SL1055
 SL1055;                    North         East    Units  Estimated Accuracy
 SL1055;SPC ND N     -    70,070.      795,520.      MT  (+/- 180 meters Scaled)
 SL1055
 SL1055                          SUPERSEDED SURVEY CONTROL
 SL1055
 SL1055  NGVD 29 (??/??/92)  461.532  (m)         1514.21   (f) ADJ UNCH    2 0
 SL1055
 SL1055.Superseded values are not recommended for survey control.
 SL1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1055.See file dsdata.txt to determine how the superseded data were derived.
 SL1055
 SL1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT827724(NAD 83)
 SL1055_MARKER: DB = BENCH MARK DISK
 SL1055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL1055_SP_SET: 17 FT
 SL1055_STAMPING: M 302 1963
 SL1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1055
 SL1055  HISTORY     - Date     Condition        Report By
 SL1055  HISTORY     - 1963     MONUMENTED       CGS
 SL1055  HISTORY     - 1983     GOOD             USPSQD
 SL1055
 SL1055                          STATION DESCRIPTION
 SL1055
 SL1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1055'0.1 MI W FROM SHARON.
 SL1055'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1055'CHURCH AT SHARON, IN SECTION 34, T 148 N, R 57 W, 142 FEET NORTH WEST
 SL1055'OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD, 101
 SL1055'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 97 FEET WEST OF THE
 SL1055'CENTER LINE OF THE NORTH-SOUTH ROAD, 26 FEET WEST OF A POWER POLE, 1
 SL1055'1/2 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST,
 SL1055'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A
 SL1055'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17 FEET AND
 SL1055'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 SL1055
 SL1055                          STATION RECOVERY (1983)
 SL1055
 SL1055'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL1055'FAIR BENT AND TILE BROKEN BUT CHECKED FLAT FROM B 434.5 MILES SOUTH
 SL1055'(W ROCK PILE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0456 ***********************************************************************
 SM0456  DESIGNATION -  M 303
 SM0456  PID         -  SM0456
 SM0456  STATE/COUNTY-  ND/GRIGGS
 SM0456  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0456
 SM0456                         *CURRENT SURVEY CONTROL
 SM0456  ___________________________________________________________________
 SM0456* NAD 83(1986)-  47 26 26.     (N)    098 04 15.     (W)     SCALED    
 SM0456* NAVD 88     -       436.182  (meters)    1431.04   (feet)  ADJUSTED  
 SM0456  ___________________________________________________________________
 SM0456  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 SM0456  DYNAMIC HT  -         436.227 (meters)    1431.19  (feet)  COMP
 SM0456  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 SM0456
 SM0456  VERT ORDER  -  SECOND    CLASS 0
 SM0456
 SM0456.The horizontal coordinates were scaled from a topographic map and have
 SM0456.an estimated accuracy of +/- 6 seconds.
 SM0456
 SM0456.The orthometric height was determined by differential leveling
 SM0456.and adjusted by the National Geodetic Survey in June 1991..
 SM0456
 SM0456.The geoid height was determined by GEOID03.
 SM0456
 SM0456.The dynamic height is computed by dividing the NAVD 88
 SM0456.geopotential number by the normal gravity value computed on the
 SM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0456.degrees latitude (g = 980.6199 gals.).
 SM0456
 SM0456.The modeled gravity was interpolated from observed gravity values.
 SM0456
 SM0456;                    North         East    Units  Estimated Accuracy
 SM0456;SPC ND N     -    51,870.      783,200.      MT  (+/- 180 meters Scaled)
 SM0456
 SM0456                          SUPERSEDED SURVEY CONTROL
 SM0456
 SM0456  NGVD 29 (??/??/92)  435.822  (m)         1429.86   (f) ADJ UNCH    2 0
 SM0456
 SM0456.Superseded values are not recommended for survey control.
 SM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0456.See file dsdata.txt to determine how the superseded data were derived.
 SM0456
 SM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT700545(NAD 83)
 SM0456_MARKER: DB = BENCH MARK DISK
 SM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0456_STAMPING: M 303 1963
 SM0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0456+STABILITY: SURFACE MOTION
 SM0456
 SM0456  HISTORY     - Date     Condition        Report By
 SM0456  HISTORY     - 1963     MONUMENTED       CGS
 SM0456
 SM0456                          STATION DESCRIPTION
 SM0456
 SM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0456'2.9 MI E FROM COOPERSTOWN.
 SM0456'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0456'STATION AT COOPERSTOWN, THENCE 1.0 MILES EAST ALONG ROLLIN AVENUE,
 SM0456'THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 7, IN SECTION 28, T 146 N, R
 SM0456'58 W, AT THE INTERSECTION OF THE HIGHWAY AND A NORTH-SOUTH ROAD, 103
 SM0456'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF THE
 SM0456'CENTER LINE OF THE ROAD, 124 FEET NORTH OF THE NORTHWEST CORNER OF A
 SM0456'GRANARY, 6 FEET SOUTH OF A TELEPHONE POLE WHICH IS BRACED BY A GUY
 SM0456'WIRE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0456'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0638 ***********************************************************************
 SL0638  DESIGNATION -  M 304
 SL0638  PID         -  SL0638
 SL0638  STATE/COUNTY-  ND/STEELE
 SL0638  USGS QUAD   -  HOPE NE (1968)
 SL0638
 SL0638                         *CURRENT SURVEY CONTROL
 SL0638  ___________________________________________________________________
 SL0638* NAD 83(1986)-  47 29 54.     (N)    097 37 18.     (W)     SCALED    
 SL0638* NAVD 88     -       341.169  (meters)    1119.32   (feet)  ADJUSTED  
 SL0638  ___________________________________________________________________
 SL0638  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 SL0638  DYNAMIC HT  -         341.212 (meters)    1119.46  (feet)  COMP
 SL0638  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SL0638
 SL0638  VERT ORDER  -  SECOND    CLASS 0
 SL0638
 SL0638.The horizontal coordinates were scaled from a topographic map and have
 SL0638.an estimated accuracy of +/- 6 seconds.
 SL0638
 SL0638.The orthometric height was determined by differential leveling
 SL0638.and adjusted by the National Geodetic Survey in June 1991..
 SL0638
 SL0638.The geoid height was determined by GEOID03.
 SL0638
 SL0638.The dynamic height is computed by dividing the NAVD 88
 SL0638.geopotential number by the normal gravity value computed on the
 SL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0638.degrees latitude (g = 980.6199 gals.).
 SL0638
 SL0638.The modeled gravity was interpolated from observed gravity values.
 SL0638
 SL0638;                    North         East    Units  Estimated Accuracy
 SL0638;SPC ND N     -    59,460.      816,820.      MT  (+/- 180 meters Scaled)
 SL0638
 SL0638                          SUPERSEDED SURVEY CONTROL
 SL0638
 SL0638  NGVD 29 (??/??/92)  340.817  (m)         1118.16   (f) ADJ UNCH    2 0
 SL0638
 SL0638.Superseded values are not recommended for survey control.
 SL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0638.See file dsdata.txt to determine how the superseded data were derived.
 SL0638
 SL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT038614(NAD 83)
 SL0638_MARKER: DB = BENCH MARK DISK
 SL0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0638_STAMPING: M 304 1963
 SL0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0638+STABILITY: SURFACE MOTION
 SL0638
 SL0638  HISTORY     - Date     Condition        Report By
 SL0638  HISTORY     - 1963     MONUMENTED       CGS
 SL0638
 SL0638                          STATION DESCRIPTION
 SL0638
 SL0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0638'12.3 MI E FROM FINLEY.
 SL0638'10.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0638'FINLEY, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, OR ABOUT 8.8
 SL0638'MILES EAST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT PICKERT,
 SL0638'THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 1, T 146 N, R
 SL0638'55 W, 99 FEET SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 71 FEET
 SL0638'EAST OF THE CENTER LINE OF THE ROAD, 69 FEET SOUTH OF THE CENTER LINE
 SL0638'OF AN EAST-WEST ROAD, 37 FEET WEST OF A POWER POLE, 1.5 FEET EAST OF A
 SL0638'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND SET
 SL0638'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0384 ***********************************************************************
 SL0384  DESIGNATION -  M 305
 SL0384  PID         -  SL0384
 SL0384  STATE/COUNTY-  ND/GRAND FORKS
 SL0384  USGS QUAD   -  KELLY (1963)
 SL0384
 SL0384                         *CURRENT SURVEY CONTROL
 SL0384  ___________________________________________________________________
 SL0384* NAD 83(1986)-  47 56 52.     (N)    097 10 34.     (W)     SCALED    
 SL0384* NAVD 88     -       256.178  (meters)     840.48   (feet)  ADJUSTED  
 SL0384  ___________________________________________________________________
 SL0384  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 SL0384  DYNAMIC HT  -         256.225 (meters)     840.63  (feet)  COMP
 SL0384  MODELED GRAV-     980,788.4   (mgal)                       NAVD 88
 SL0384
 SL0384  VERT ORDER  -  FIRST     CLASS II
 SL0384
 SL0384.This mark is at Grand Forks Airport (GFK)
 SL0384
 SL0384.The horizontal coordinates were scaled from a topographic map and have
 SL0384.an estimated accuracy of +/- 6 seconds.
 SL0384
 SL0384.The orthometric height was determined by differential leveling
 SL0384.and adjusted by the National Geodetic Survey in June 1991..
 SL0384
 SL0384.The geoid height was determined by GEOID03.
 SL0384
 SL0384.The dynamic height is computed by dividing the NAVD 88
 SL0384.geopotential number by the normal gravity value computed on the
 SL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0384.degrees latitude (g = 980.6199 gals.).
 SL0384
 SL0384.The modeled gravity was interpolated from observed gravity values.
 SL0384
 SL0384;                    North         East    Units  Estimated Accuracy
 SL0384;SPC ND N     -   110,730.      848,200.      MT  (+/- 180 meters Scaled)
 SL0384
 SL0384                          SUPERSEDED SURVEY CONTROL
 SL0384
 SL0384  NGVD 29 (??/??/92)  255.845  (m)          839.38   (f) ADJ UNCH    1 2
 SL0384
 SL0384.Superseded values are not recommended for survey control.
 SL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0384.See file dsdata.txt to determine how the superseded data were derived.
 SL0384
 SL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU361121(NAD 83)
 SL0384_MARKER: DB = BENCH MARK DISK
 SL0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0384_SP_SET: FOUNDATION
 SL0384_STAMPING: M 305 1963
 SL0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0384
 SL0384  HISTORY     - Date     Condition        Report By
 SL0384  HISTORY     - 1963     MONUMENTED       CGS
 SL0384  HISTORY     - 1975     GOOD             NGS
 SL0384  HISTORY     - 20001011 GOOD             AFFSA
 SL0384
 SL0384                          STATION DESCRIPTION
 SL0384
 SL0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0384'8.6 MI W FROM GRAND FORKS.
 SL0384'ABOUT 6.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0384'AT GRAND FORKS, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 SL0384'1.0 MILE NORTH ALONG A PAVED ROAD, IN SECTION 28, T 152 N, R 51 W, AT
 SL0384'THE GRAND FORKS MUNICIPAL AIRPORT, 0.1 MILE WEST OF THE ENTRANCE TO
 SL0384'THE AIRPORT, 0.1 MILE SOUTH OF THE ADMINISTRATION BUILDING, AND SET IN
 SL0384'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 SL0384'BECON LIGHT, ABOUT LEVEL WITH THE GROUND.
 SL0384
 SL0384                          STATION RECOVERY (1975)
 SL0384
 SL0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SL0384'RECOVERED IN GOOD CONDITION.
 SL0384
 SL0384                          STATION RECOVERY (2000)
 SL0384
 SL0384'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1016 ***********************************************************************
 SL1016  DESIGNATION -  M 306
 SL1016  PID         -  SL1016
 SL1016  STATE/COUNTY-  ND/NELSON
 SL1016  USGS QUAD   -  NIAGARA SW (1963)
 SL1016
 SL1016                         *CURRENT SURVEY CONTROL
 SL1016  ___________________________________________________________________
 SL1016* NAD 83(1986)-  47 51 37.     (N)    097 56 49.     (W)     SCALED    
 SL1016* NAVD 88     -       458.201  (meters)    1503.28   (feet)  ADJUSTED  
 SL1016  ___________________________________________________________________
 SL1016  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 SL1016  DYNAMIC HT  -         458.271 (meters)    1503.51  (feet)  COMP
 SL1016  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 SL1016
 SL1016  VERT ORDER  -  SECOND    CLASS 0
 SL1016
 SL1016.The horizontal coordinates were scaled from a topographic map and have
 SL1016.an estimated accuracy of +/- 6 seconds.
 SL1016
 SL1016.The orthometric height was determined by differential leveling
 SL1016.and adjusted by the National Geodetic Survey in June 1991..
 SL1016
 SL1016.The geoid height was determined by GEOID03.
 SL1016
 SL1016.The dynamic height is computed by dividing the NAVD 88
 SL1016.geopotential number by the normal gravity value computed on the
 SL1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1016.degrees latitude (g = 980.6199 gals.).
 SL1016
 SL1016.The modeled gravity was interpolated from observed gravity values.
 SL1016
 SL1016;                    North         East    Units  Estimated Accuracy
 SL1016;SPC ND N     -    98,810.      790,990.      MT  (+/- 180 meters Scaled)
 SL1016
 SL1016                          SUPERSEDED SURVEY CONTROL
 SL1016
 SL1016  NGVD 29 (??/??/92)  457.829  (m)         1502.06   (f) ADJ UNCH    2 0
 SL1016
 SL1016.Superseded values are not recommended for survey control.
 SL1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1016.See file dsdata.txt to determine how the superseded data were derived.
 SL1016
 SL1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU787013(NAD 83)
 SL1016_MARKER: DB = BENCH MARK DISK
 SL1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1016_STAMPING: M 306 1963
 SL1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1016+STABILITY: SURFACE MOTION
 SL1016
 SL1016  HISTORY     - Date     Condition        Report By
 SL1016  HISTORY     - 1963     MONUMENTED       CGS
 SL1016  HISTORY     - 1967     GOOD             NGS
 SL1016
 SL1016                          STATION DESCRIPTION
 SL1016
 SL1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 SL1016'11.0 MI S FROM PETERSBURG.
 SL1016'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 SL1016'HIGHWAY 32, ABOUT 1/2 MILE SOUTHEAST OF PETERSBURG, GO SOUTH ON STATE
 SL1016'HIGHWAY 32 FOR 9.8 MILES TO A CROSSROAD AND A SMALL CEMETERY ON THE
 SL1016'RIGHT.  CONTINUE SOUTH FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO
 SL1016'EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 SL1016'GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO THE MARK ON THE LEFT.  M
 SL1016'306 IS A STANDARD DISK, STAMPED M 306 1963, SET IN THE TOP OF A ROUND
 SL1016'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE
 SL1016'GROUND SURFACE.  IT IS 62.0 FEET SOUTH OF THE CENTERLINE OF AN
 SL1016'EAST-WEST GRAVELED ROAD, 50.0 FEET WEST OF THE CENTERLINE OF A
 SL1016'NORTH-SOUTH GRAVELED ROAD, 2.2 FEET EAST OF A FENCE AND 1.9 FEET NORTH
 SL1016'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0320 ***********************************************************************
 SM0320  DESIGNATION -  M 307
 SM0320  PID         -  SM0320
 SM0320  STATE/COUNTY-  ND/GRIGGS
 SM0320  USGS QUAD   -  KLOTEN SE (1967)
 SM0320
 SM0320                         *CURRENT SURVEY CONTROL
 SM0320  ___________________________________________________________________
 SM0320* NAD 83(1986)-  47 36 56.     (N)    098 05 32.     (W)     SCALED    
 SM0320* NAVD 88     -       445.068  (meters)    1460.19   (feet)  ADJUSTED  
 SM0320  ___________________________________________________________________
 SM0320  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SM0320  DYNAMIC HT  -         445.124 (meters)    1460.38  (feet)  COMP
 SM0320  MODELED GRAV-     980,725.1   (mgal)                       NAVD 88
 SM0320
 SM0320  VERT ORDER  -  SECOND    CLASS 0
 SM0320
 SM0320.The horizontal coordinates were scaled from a topographic map and have
 SM0320.an estimated accuracy of +/- 6 seconds.
 SM0320
 SM0320.The orthometric height was determined by differential leveling
 SM0320.and adjusted by the National Geodetic Survey in June 1991..
 SM0320
 SM0320.The geoid height was determined by GEOID03.
 SM0320
 SM0320.The dynamic height is computed by dividing the NAVD 88
 SM0320.geopotential number by the normal gravity value computed on the
 SM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0320.degrees latitude (g = 980.6199 gals.).
 SM0320
 SM0320.The modeled gravity was interpolated from observed gravity values.
 SM0320
 SM0320;                    North         East    Units  Estimated Accuracy
 SM0320;SPC ND N     -    71,270.      780,980.      MT  (+/- 180 meters Scaled)
 SM0320
 SM0320                          SUPERSEDED SURVEY CONTROL
 SM0320
 SM0320  NGVD 29 (??/??/92)  444.704  (m)         1459.00   (f) ADJ UNCH    2 0
 SM0320
 SM0320.Superseded values are not recommended for survey control.
 SM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0320.See file dsdata.txt to determine how the superseded data were derived.
 SM0320
 SM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT682739(NAD 83)
 SM0320_MARKER: DB = BENCH MARK DISK
 SM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0320_STAMPING: M 307 1963
 SM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0320+STABILITY: SURFACE MOTION
 SM0320
 SM0320  HISTORY     - Date     Condition        Report By
 SM0320  HISTORY     - 1963     MONUMENTED       CGS
 SM0320
 SM0320                          STATION DESCRIPTION
 SM0320
 SM0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0320'9.8 MI SW FROM ANETA.
 SM0320'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0320'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0320'THENCE 5.05 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 30, T 148 N,
 SM0320'R 58 W, 104 FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 74
 SM0320'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 71 FEET WEST OF THE CENTER
 SM0320'LINE OF A NORTH-SOUTH GRAVELED ROAD, 6 FEET NORTH OF A POWER POLE, IN
 SM0320'LINE WITH A ROW OF POWER POLES, 2.5 FEET SOUTHWEST OF A METAL WITNESS
 SM0320'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 SM0320'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0358 ***********************************************************************
 SM0358  DESIGNATION -  M 308
 SM0358  PID         -  SM0358
 SM0358  STATE/COUNTY-  ND/GRIGGS
 SM0358  USGS QUAD   -  SUTTON (1961)
 SM0358
 SM0358                         *CURRENT SURVEY CONTROL
 SM0358  ___________________________________________________________________
 SM0358* NAD 83(1986)-  47 23 32.     (N)    098 25 11.     (W)     SCALED    
 SM0358* NAVD 88     -       448.564  (meters)    1471.66   (feet)  ADJUSTED  
 SM0358  ___________________________________________________________________
 SM0358  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SM0358  DYNAMIC HT  -         448.609 (meters)    1471.81  (feet)  COMP
 SM0358  MODELED GRAV-     980,699.2   (mgal)                       NAVD 88
 SM0358
 SM0358  VERT ORDER  -  SECOND    CLASS 0
 SM0358
 SM0358.The horizontal coordinates were scaled from a topographic map and have
 SM0358.an estimated accuracy of +/- 6 seconds.
 SM0358
 SM0358.The orthometric height was determined by differential leveling
 SM0358.and adjusted by the National Geodetic Survey in June 1991..
 SM0358
 SM0358.The geoid height was determined by GEOID03.
 SM0358
 SM0358.The dynamic height is computed by dividing the NAVD 88
 SM0358.geopotential number by the normal gravity value computed on the
 SM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0358.degrees latitude (g = 980.6199 gals.).
 SM0358
 SM0358.The modeled gravity was interpolated from observed gravity values.
 SM0358
 SM0358;                    North         East    Units  Estimated Accuracy
 SM0358;SPC ND N     -    45,730.      757,040.      MT  (+/- 180 meters Scaled)
 SM0358
 SM0358                          SUPERSEDED SURVEY CONTROL
 SM0358
 SM0358  NGVD 29 (??/??/92)  448.204  (m)         1470.48   (f) ADJ UNCH    2 0
 SM0358
 SM0358.Superseded values are not recommended for survey control.
 SM0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0358.See file dsdata.txt to determine how the superseded data were derived.
 SM0358
 SM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT437489(NAD 83)
 SM0358_MARKER: DB = BENCH MARK DISK
 SM0358_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0358_SP_SET: 13 FT
 SM0358_STAMPING: M 308 1963
 SM0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0358
 SM0358  HISTORY     - Date     Condition        Report By
 SM0358  HISTORY     - 1963     MONUMENTED       CGS
 SM0358
 SM0358                          STATION DESCRIPTION
 SM0358
 SM0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0358'1.2 MI SE FROM SUTTON.
 SM0358'ABOUT 1.2 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0358'STATION AT SUTTON, IN SECTION 10, T 145 N, R 61 W, 0.35 MILE
 SM0358'NORTH-WEST OF A ROAD CROSSING, 7 POLES NORTHWEST OF MILEPOST 85, 45
 SM0358'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET NORTHEAST OF A METAL
 SM0358'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 SM0358'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13
 SM0358'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0313 ***********************************************************************
 SM0313  DESIGNATION -  M 309 RESET
 SM0313  PID         -  SM0313
 SM0313  STATE/COUNTY-  ND/GRIGGS
 SM0313  USGS QUAD   -  JESSIE (1961)
 SM0313
 SM0313                         *CURRENT SURVEY CONTROL
 SM0313  ___________________________________________________________________
 SM0313* NAD 83(1986)-  47 35 05.     (N)    098 14 37.     (W)     SCALED    
 SM0313* NAVD 88     -       445.779  (meters)    1462.53   (feet)  ADJUSTED  
 SM0313  ___________________________________________________________________
 SM0313  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SM0313  DYNAMIC HT  -         445.844 (meters)    1462.74  (feet)  COMP
 SM0313  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 SM0313
 SM0313  VERT ORDER  -  SECOND    CLASS 0
 SM0313
 SM0313.The horizontal coordinates were scaled from a topographic map and have
 SM0313.an estimated accuracy of +/- 6 seconds.
 SM0313
 SM0313.The orthometric height was determined by differential leveling
 SM0313.and adjusted by the National Geodetic Survey in June 1991..
 SM0313
 SM0313.The geoid height was determined by GEOID03.
 SM0313
 SM0313.The dynamic height is computed by dividing the NAVD 88
 SM0313.geopotential number by the normal gravity value computed on the
 SM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0313.degrees latitude (g = 980.6199 gals.).
 SM0313
 SM0313.The modeled gravity was interpolated from observed gravity values.
 SM0313
 SM0313;                    North         East    Units  Estimated Accuracy
 SM0313;SPC ND N     -    67,500.      769,700.      MT  (+/- 180 meters Scaled)
 SM0313
 SM0313                          SUPERSEDED SURVEY CONTROL
 SM0313
 SM0313  NGVD 29 (??/??/92)  445.433  (m)         1461.39   (f) ADJ UNCH    2 0
 SM0313
 SM0313.Superseded values are not recommended for survey control.
 SM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0313.See file dsdata.txt to determine how the superseded data were derived.
 SM0313
 SM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT568704(NAD 83)
 SM0313_MARKER: DB = BENCH MARK DISK
 SM0313_SETTING: 80 = SET IN A BOULDER
 SM0313_SP_SET: BOULDER
 SM0313_STAMPING: M 309 RESET 1964
 SM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0313+STABILITY: SURFACE MOTION
 SM0313
 SM0313  HISTORY     - Date     Condition        Report By
 SM0313  HISTORY     - 1964     MONUMENTED       CGS
 SM0313
 SM0313                          STATION DESCRIPTION
 SM0313
 SM0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0313'6.95 MI NE FROM BINFORD.
 SM0313'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0313'RAILWAY STATION AT BINFORD, THENCE 1.9 MILES NORTH ALONG A GRAVELED
 SM0313'ROAD, IN S 6, T 147 N, R 59 W, ABOUT 0.2 MILE SOUTH OF A ROAD
 SM0313'INTERSECTION, NEAR THE EAST END OF A SMALL CLUMP OF BUSHES WHICH
 SM0313'SURROUNDS A ROCK PILE, 360 FEET EAST OF THE CENTER LINE OF THE ROAD,
 SM0313'SET IN THE TOP OF A LARGE GRANITE BOULDER, 3.7 FEET NORTH OF A METAL
 SM0313'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0074 ***********************************************************************
 RQ0074  DESIGNATION -  M 31
 RQ0074  PID         -  RQ0074
 RQ0074  STATE/COUNTY-  ND/LA MOURE
 RQ0074  USGS QUAD   -  INDEPENDENCE (1952)
 RQ0074
 RQ0074                         *CURRENT SURVEY CONTROL
 RQ0074  ___________________________________________________________________
 RQ0074* NAD 83(1986)-  46 20 29.     (N)    098 11 41.     (W)     SCALED    
 RQ0074* NAVD 88     -       425.975  (meters)    1397.55   (feet)  ADJUSTED  
 RQ0074  ___________________________________________________________________
 RQ0074  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 RQ0074  DYNAMIC HT  -         425.989 (meters)    1397.60  (feet)  COMP
 RQ0074  MODELED GRAV-     980,633.4   (mgal)                       NAVD 88
 RQ0074
 RQ0074  VERT ORDER  -  FIRST     CLASS II
 RQ0074
 RQ0074.The horizontal coordinates were scaled from a topographic map and have
 RQ0074.an estimated accuracy of +/- 6 seconds.
 RQ0074
 RQ0074.The orthometric height was determined by differential leveling
 RQ0074.and adjusted by the National Geodetic Survey in June 1991..
 RQ0074
 RQ0074.The geoid height was determined by GEOID03.
 RQ0074
 RQ0074.The dynamic height is computed by dividing the NAVD 88
 RQ0074.geopotential number by the normal gravity value computed on the
 RQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0074.degrees latitude (g = 980.6199 gals.).
 RQ0074
 RQ0074.The modeled gravity was interpolated from observed gravity values.
 RQ0074
 RQ0074;                    North         East    Units  Estimated Accuracy
 RQ0074;SPC ND S     -    77,600.      777,440.      MT  (+/- 180 meters Scaled)
 RQ0074
 RQ0074                          SUPERSEDED SURVEY CONTROL
 RQ0074
 RQ0074  NGVD 29 (??/??/92)  425.646  (m)         1396.47   (f) ADJ UNCH    1 2
 RQ0074
 RQ0074.Superseded values are not recommended for survey control.
 RQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0074.See file dsdata.txt to determine how the superseded data were derived.
 RQ0074
 RQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS619322(NAD 83)
 RQ0074_MARKER: DB = BENCH MARK DISK
 RQ0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0074_SP_SET: FOUNDATION
 RQ0074_STAMPING: M 31 1934
 RQ0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0074
 RQ0074  HISTORY     - Date     Condition        Report By
 RQ0074  HISTORY     - 1934     MONUMENTED       CGS
 RQ0074
 RQ0074                          STATION DESCRIPTION
 RQ0074
 RQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0074'IN INDEPENDENCE JUNCTION.
 RQ0074'AT INDEPENDENCE JUNCTION, LA MOURE COUNTY, AT THE SCHOOLHOUSE, ABOUT
 RQ0074'175 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK AT A CROSSING, IN
 RQ0074'THE TOP OF THE CONCRETE FOUNDATION FOR THE CENTER POLE OF A
 RQ0074'MERRY-GO-ROUND, 10 INCHES SOUTH OF THE POLE, AND ABOUT 4 FEET LOWER
 RQ0074'THAN THE TRACK.  A STANDARD DISK, STAMPED M 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0264 ***********************************************************************
 RP0264  DESIGNATION -  M 32
 RP0264  PID         -  RP0264
 RP0264  STATE/COUNTY-  ND/RICHLAND
 RP0264  USGS QUAD   -  DWIGHT (1979)
 RP0264
 RP0264                         *CURRENT SURVEY CONTROL
 RP0264  ___________________________________________________________________
 RP0264* NAD 83(1986)-  46 19 03.     (N)    096 37 58.     (W)     SCALED    
 RP0264* NAVD 88     -       293.442  (meters)     962.73   (feet)  ADJUSTED  
 RP0264  ___________________________________________________________________
 RP0264  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RP0264  DYNAMIC HT  -         293.448 (meters)     962.75  (feet)  COMP
 RP0264  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 RP0264
 RP0264  VERT ORDER  -  SECOND    CLASS 0
 RP0264
 RP0264.The horizontal coordinates were scaled from a topographic map and have
 RP0264.an estimated accuracy of +/- 6 seconds.
 RP0264
 RP0264.The orthometric height was determined by differential leveling
 RP0264.and adjusted by the National Geodetic Survey in June 1991..
 RP0264
 RP0264.The geoid height was determined by GEOID03.
 RP0264
 RP0264.The dynamic height is computed by dividing the NAVD 88
 RP0264.geopotential number by the normal gravity value computed on the
 RP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0264.degrees latitude (g = 980.6199 gals.).
 RP0264
 RP0264.The modeled gravity was interpolated from observed gravity values.
 RP0264
 RP0264;                    North         East    Units  Estimated Accuracy
 RP0264;SPC ND S     -    79,670.      897,720.      MT  (+/- 180 meters Scaled)
 RP0264
 RP0264                          SUPERSEDED SURVEY CONTROL
 RP0264
 RP0264  NGVD 29 (??/??/92)  293.191  (m)          961.91   (f) ADJ UNCH    2 0
 RP0264
 RP0264.Superseded values are not recommended for survey control.
 RP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0264.See file dsdata.txt to determine how the superseded data were derived.
 RP0264
 RP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS822320(NAD 83)
 RP0264_MARKER: DB = BENCH MARK DISK
 RP0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0264_SP_SET: FOUNDATION
 RP0264_STAMPING: M 32 1934
 RP0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0264
 RP0264  HISTORY     - Date     Condition        Report By
 RP0264  HISTORY     - 1934     MONUMENTED       CGS
 RP0264  HISTORY     - 1963     GOOD             NGS
 RP0264  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0264
 RP0264                          STATION DESCRIPTION
 RP0264
 RP0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0264'3.2 MI NW FROM WAHPETON.
 RP0264'3.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0264'RAILROAD FROM THE INDIAN SCHOOL AT WAHPETON, RICHLAND COUNTY, 9 POLES
 RP0264'SOUTHEAST OF MILEPOST 75, 538 FEET NORTHWEST OF THE CROSSING OF THE
 RP0264'GREAT NORTHERN RAILWAY, AT A SEMAPHORE, IN THE TOP OF THE EAST CORNER
 RP0264'OF THE CONCRETE FOUNDATION, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RP0264'TRACK, 3 FEET SOUTHEAST OF A WHITE POST MARKED U.S.B.M. AND LEVEL WITH
 RP0264'THE TRACK.  A STANDARD DISK, STAMPED M 32 1934.
 RP0264
 RP0264                          STATION RECOVERY (1990)
 RP0264
 RP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0087 ***********************************************************************
 TG0087  DESIGNATION -  M 325 RESET
 TG0087  PID         -  TG0087
 TG0087  STATE/COUNTY-  ND/BURKE
 TG0087  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0087
 TG0087                         *CURRENT SURVEY CONTROL
 TG0087  ___________________________________________________________________
 TG0087* NAD 83(1986)-  48 36 52.     (N)    102 24 30.     (W)     SCALED    
 TG0087* NAVD 88     -       702.71   (+/-2cm)    2305.5    (feet)  VERTCON   
 TG0087  ___________________________________________________________________
 TG0087  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG0087
 TG0087  VERT ORDER  -  THIRD (See Below)
 TG0087
 TG0087.The horizontal coordinates were scaled from a topographic map and have
 TG0087.an estimated accuracy of +/- 6 seconds.
 TG0087
 TG0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0087.The vertical order pertains to the NGVD 29 superseded value.
 TG0087
 TG0087.The geoid height was determined by GEOID03.
 TG0087
 TG0087;                    North         East    Units  Estimated Accuracy
 TG0087;SPC ND N     -   181,250.      459,310.      MT  (+/- 180 meters Scaled)
 TG0087
 TG0087                          SUPERSEDED SURVEY CONTROL
 TG0087
 TG0087  NGVD 29 (11/04/04)  702.26   (m)         2304.0    (f) RESET       3  
 TG0087
 TG0087.Superseded values are not recommended for survey control.
 TG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0087.See file dsdata.txt to determine how the superseded data were derived.
 TG0087
 TG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP910878(NAD 83)
 TG0087_MARKER: DB = BENCH MARK DISK
 TG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0087_STAMPING: M 325 RESET 1953
 TG0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0087+STABILITY: SURFACE MOTION
 TG0087
 TG0087  HISTORY     - Date     Condition        Report By
 TG0087  HISTORY     - 1953     MONUMENTED       NDHD
 TG0087  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG0087
 TG0087                          STATION DESCRIPTION
 TG0087
 TG0087'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1953
 TG0087'21.4 MI N FROM STANLEY.
 TG0087'21.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE GREAT NORTHERN RAILWAY
 TG0087'STATION AT STANLEY, MOUNTRAIL COUNTY, 135 FEET NORTH OF THE CENTER OF
 TG0087'A FARM ENTRANCE ON THE WEST SIDE OF THE HIGHWAY, 30 FEET EAST OF THE
 TG0087'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 TG0087'ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 TG0087'CONCRETE POST.  NOTE-- BENCH MARK IS NOW ON THE WEST SIDE OF HIGHWAY
 TG0087'NO. 8 INSTEAD OF THE EAST SIDE.  31 FT. SOUTH AND 145 FT. WEST OF THE
 TG0087'OLD LOCATION AND 19.6 FT. S.E. OF AN R.E.A. POWER POLE.
 TG0087
 TG0087                          STATION RECOVERY (1974)
 TG0087
 TG0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0969 ***********************************************************************
 TG0969  DESIGNATION -  M 326
 TG0969  PID         -  TG0969
 TG0969  STATE/COUNTY-  ND/BURKE
 TG0969  USGS QUAD   -  POWERS LAKE (1977)
 TG0969
 TG0969                         *CURRENT SURVEY CONTROL
 TG0969  ___________________________________________________________________
 TG0969* NAD 83(1986)-  48 34 30.     (N)    102 40 28.     (W)     SCALED    
 TG0969* NAVD 88     -       684.545  (meters)    2245.88   (feet)  ADJUSTED  
 TG0969  ___________________________________________________________________
 TG0969  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0969  DYNAMIC HT  -         684.668 (meters)    2246.28  (feet)  COMP
 TG0969  MODELED GRAV-     980,766.4   (mgal)                       NAVD 88
 TG0969
 TG0969  VERT ORDER  -  SECOND    CLASS 0
 TG0969
 TG0969.The horizontal coordinates were scaled from a topographic map and have
 TG0969.an estimated accuracy of +/- 6 seconds.
 TG0969
 TG0969.The orthometric height was determined by differential leveling
 TG0969.and adjusted by the National Geodetic Survey in June 1991..
 TG0969
 TG0969.The geoid height was determined by GEOID03.
 TG0969
 TG0969.The dynamic height is computed by dividing the NAVD 88
 TG0969.geopotential number by the normal gravity value computed on the
 TG0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0969.degrees latitude (g = 980.6199 gals.).
 TG0969
 TG0969.The modeled gravity was interpolated from observed gravity values.
 TG0969
 TG0969;                    North         East    Units  Estimated Accuracy
 TG0969;SPC ND N     -   177,380.      439,570.      MT  (+/- 180 meters Scaled)
 TG0969
 TG0969                          SUPERSEDED SURVEY CONTROL
 TG0969
 TG0969  NGVD 29 (??/??/92)  684.095  (m)         2244.40   (f) ADJ UNCH    2 0
 TG0969
 TG0969.Superseded values are not recommended for survey control.
 TG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0969.See file dsdata.txt to determine how the superseded data were derived.
 TG0969
 TG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP715828(NAD 83)
 TG0969_MARKER: DB = BENCH MARK DISK
 TG0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0969_STAMPING: M 326 1935
 TG0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0969+STABILITY: SURFACE MOTION
 TG0969
 TG0969  HISTORY     - Date     Condition        Report By
 TG0969  HISTORY     - 1935     MONUMENTED       CGS
 TG0969  HISTORY     - 1958     GOOD             NDWC
 TG0969
 TG0969                          STATION DESCRIPTION
 TG0969
 TG0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0969'2.1 MI NW FROM POWERS LAKE.
 TG0969'0.9 MILES NORTH, THENCE 1.2 MILES WEST OF ALONG STA HIWAY NO. 50,
 TG0969'ABOUT 2.04 MILES WEST OF POWERS LAKE.  ON TOP OF SMALL HILL, ABOUT
 TG0969'1000 FT NORTHEAST OF LAKE ON THE SOUTH SIDE OF ROAD.  36 FT NORTH OF
 TG0969'CENTERLINE OF THE HIWAY, 2 FT SOUTH OF RIGHT OF WAY FENCE AND 1.5 FT
 TG0969'BELOW LEVEL OF THE ROAD.  NOTE-- HWY 50 HAS BEEN RELOCATED.  MARK IS
 TG0969'7TH PP W OF INTERSECTION OF CO. HWY 7 AND ST HWY 50, 9.5 FT N OF PP
 TG0969'AND 45 FT S OF CENTERLINE OF ST HWY 50, 66 FT NW OF LARGE BILLBOARD
 TG0969'ADVERTISING FARMALL TRACTORS.
 TG0969
 TG0969                          STATION RECOVERY (1958)
 TG0969
 TG0969'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1958
 TG0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0970 ***********************************************************************
 TG0970  DESIGNATION -  M 326 RESET
 TG0970  PID         -  TG0970
 TG0970  STATE/COUNTY-  ND/BURKE
 TG0970  USGS QUAD   -  POWERS LAKE (1977)
 TG0970
 TG0970                         *CURRENT SURVEY CONTROL
 TG0970  ___________________________________________________________________
 TG0970* NAD 83(1986)-  48 34 30.     (N)    102 40 28.     (W)     SCALED    
 TG0970* NAVD 88     -       682.710  (meters)    2239.86   (feet)  ADJUSTED  
 TG0970  ___________________________________________________________________
 TG0970  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 TG0970  DYNAMIC HT  -         682.832 (meters)    2240.26  (feet)  COMP
 TG0970  MODELED GRAV-     980,766.4   (mgal)                       NAVD 88
 TG0970
 TG0970  VERT ORDER  -  SECOND    CLASS 0
 TG0970
 TG0970.The horizontal coordinates were scaled from a topographic map and have
 TG0970.an estimated accuracy of +/- 6 seconds.
 TG0970
 TG0970.The orthometric height was determined by differential leveling
 TG0970.and adjusted by the National Geodetic Survey in June 1991..
 TG0970
 TG0970.The geoid height was determined by GEOID03.
 TG0970
 TG0970.The dynamic height is computed by dividing the NAVD 88
 TG0970.geopotential number by the normal gravity value computed on the
 TG0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0970.degrees latitude (g = 980.6199 gals.).
 TG0970
 TG0970.The modeled gravity was interpolated from observed gravity values.
 TG0970
 TG0970;                    North         East    Units  Estimated Accuracy
 TG0970;SPC ND N     -   177,380.      439,570.      MT  (+/- 180 meters Scaled)
 TG0970
 TG0970                          SUPERSEDED SURVEY CONTROL
 TG0970
 TG0970  NGVD 29 (??/??/92)  682.260  (m)         2238.38   (f) ADJ UNCH    2 0
 TG0970
 TG0970.Superseded values are not recommended for survey control.
 TG0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0970.See file dsdata.txt to determine how the superseded data were derived.
 TG0970
 TG0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP715828(NAD 83)
 TG0970_MARKER: DB = BENCH MARK DISK
 TG0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0970_STAMPING: M 326 RESET 1960
 TG0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0970+STABILITY: SURFACE MOTION
 TG0970
 TG0970  HISTORY     - Date     Condition        Report By
 TG0970  HISTORY     - 1960     MONUMENTED       CGS
 TG0970
 TG0970                          STATION DESCRIPTION
 TG0970
 TG0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TG0970'2 MI NW FROM POWERS LAKE.
 TG0970'2 MILES NORTH AND WEST ALONG STATE HIGHWAY 50 FROM POWERS LAKE, NEAR
 TG0970'THE EAST END OF A CURVE WHERE HIGHWAY CURVES TO PASS THE NORTH END OF
 TG0970'A LAKE, ABOUT 115 YARDS WEST OF THE TOP OF A SMALL HILL, 100 FEET
 TG0970'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A STEEL POST
 TG0970'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1005 ***********************************************************************
 TG1005  DESIGNATION -  M 327
 TG1005  PID         -  TG1005
 TG1005  STATE/COUNTY-  ND/BURKE
 TG1005  USGS QUAD   -  RENNIE LAKE (1949)
 TG1005
 TG1005                         *CURRENT SURVEY CONTROL
 TG1005  ___________________________________________________________________
 TG1005* NAD 83(1986)-  48 49 17.     (N)    102 34 04.     (W)     SCALED    
 TG1005* NAVD 88     -       597.703  (meters)    1960.96   (feet)  ADJUSTED  
 TG1005  ___________________________________________________________________
 TG1005  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 TG1005  DYNAMIC HT  -         597.831 (meters)    1961.38  (feet)  COMP
 TG1005  MODELED GRAV-     980,804.3   (mgal)                       NAVD 88
 TG1005
 TG1005  VERT ORDER  -  SECOND    CLASS 0
 TG1005
 TG1005.The horizontal coordinates were scaled from a topographic map and have
 TG1005.an estimated accuracy of +/- 6 seconds.
 TG1005
 TG1005.The orthometric height was determined by differential leveling
 TG1005.and adjusted by the National Geodetic Survey in June 1991..
 TG1005
 TG1005.The geoid height was determined by GEOID03.
 TG1005
 TG1005.The dynamic height is computed by dividing the NAVD 88
 TG1005.geopotential number by the normal gravity value computed on the
 TG1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1005.degrees latitude (g = 980.6199 gals.).
 TG1005
 TG1005.The modeled gravity was interpolated from observed gravity values.
 TG1005
 TG1005;                    North         East    Units  Estimated Accuracy
 TG1005;SPC ND N     -   204,550.      448,170.      MT  (+/- 180 meters Scaled)
 TG1005
 TG1005                          SUPERSEDED SURVEY CONTROL
 TG1005
 TG1005  NGVD 29 (??/??/92)  597.279  (m)         1959.57   (f) ADJ UNCH    2 0
 TG1005
 TG1005.Superseded values are not recommended for survey control.
 TG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1005.See file dsdata.txt to determine how the superseded data were derived.
 TG1005
 TG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ785104(NAD 83)
 TG1005_MARKER: DB = BENCH MARK DISK
 TG1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1005_STAMPING: M 327 1935
 TG1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1005+STABILITY: SURFACE MOTION
 TG1005
 TG1005  HISTORY     - Date     Condition        Report By
 TG1005  HISTORY     - 1935     MONUMENTED       CGS
 TG1005
 TG1005                          STATION DESCRIPTION
 TG1005
 TG1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1005'4.0 MI S FROM LIGNITE.
 TG1005'4.0 MILES SOUTH ALONG THE POWERS LAKE ROAD FROM THE GREAT NORTHERN
 TG1005'RAILWAY STATION AT LIGNITE, BURKE COUNTY, AT A ROAD JUNCTION, 42 FEET
 TG1005'SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 33 FEET EAST OF THE
 TG1005'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2 FEET NORTH OF THE
 TG1005'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 TG1005'M 327 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0157 ***********************************************************************
 TG0157  DESIGNATION -  M 329
 TG0157  PID         -  TG0157
 TG0157  STATE/COUNTY-  ND/MOUNTRAIL
 TG0157  USGS QUAD   -  COULEE (1949)
 TG0157
 TG0157                         *CURRENT SURVEY CONTROL
 TG0157  ___________________________________________________________________
 TG0157* NAD 83(1986)-  48 30 11.     (N)    102 01 01.     (W)     SCALED    
 TG0157* NAVD 88     -       678.152  (meters)    2224.90   (feet)  ADJUSTED  
 TG0157  ___________________________________________________________________
 TG0157  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 TG0157  DYNAMIC HT  -         678.270 (meters)    2225.29  (feet)  COMP
 TG0157  MODELED GRAV-     980,761.5   (mgal)                       NAVD 88
 TG0157
 TG0157  VERT ORDER  -  SECOND    CLASS 0
 TG0157
 TG0157.The horizontal coordinates were scaled from a topographic map and have
 TG0157.an estimated accuracy of +/- 6 seconds.
 TG0157
 TG0157.The orthometric height was determined by differential leveling
 TG0157.and adjusted by the National Geodetic Survey in June 1991..
 TG0157
 TG0157.The geoid height was determined by GEOID03.
 TG0157
 TG0157.The dynamic height is computed by dividing the NAVD 88
 TG0157.geopotential number by the normal gravity value computed on the
 TG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0157.degrees latitude (g = 980.6199 gals.).
 TG0157
 TG0157.The modeled gravity was interpolated from observed gravity values.
 TG0157
 TG0157;                    North         East    Units  Estimated Accuracy
 TG0157;SPC ND N     -   168,220.      487,910.      MT  (+/- 180 meters Scaled)
 TG0157
 TG0157                          SUPERSEDED SURVEY CONTROL
 TG0157
 TG0157  NGVD 29 (??/??/92)  677.73   (m)         2223.5    (f) COMPUTED    2 0
 TG0157
 TG0157.Superseded values are not recommended for survey control.
 TG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0157.See file dsdata.txt to determine how the superseded data were derived.
 TG0157
 TG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP203765(NAD 83)
 TG0157_MARKER: DB = BENCH MARK DISK
 TG0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0157_STAMPING: M 329 1935
 TG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0157+STABILITY: SURFACE MOTION
 TG0157
 TG0157  HISTORY     - Date     Condition        Report By
 TG0157  HISTORY     - 1935     MONUMENTED       CGS
 TG0157  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0157
 TG0157                          STATION DESCRIPTION
 TG0157
 TG0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0157'3.3 MI S FROM COULEE.
 TG0157'3.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0157'BLAISDELL, MOUNTRAIL COUNTY, 12.0 MILES NORTH ALONG THE COULEE ROAD.
 TG0157'3.7 MILES SOUTH OF COULEE, AT A ROAD JUNCTION, 36 FEET WEST OF THE
 TG0157'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 30 FEET NORTH OF THE
 TG0157'CENTERLINE OF THE ROAD LEADING WEST, 2 FEET INSIDE THE RIGHT-OF-WAY
 TG0157'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 TG0157'STAMPED M 329 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0282 ***********************************************************************
 RP0282  DESIGNATION -  M 33
 RP0282  PID         -  RP0282
 RP0282  STATE/COUNTY-  ND/RICHLAND
 RP0282  USGS QUAD   -  HANKINSON (1964)
 RP0282
 RP0282                         *CURRENT SURVEY CONTROL
 RP0282  ___________________________________________________________________
 RP0282* NAD 83(1986)-  46 04 25.     (N)    096 54 29.     (W)     SCALED    
 RP0282* NAVD 88     -       325.929  (meters)    1069.32   (feet)  ADJUSTED  
 RP0282  ___________________________________________________________________
 RP0282  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RP0282  DYNAMIC HT  -         325.929 (meters)    1069.32  (feet)  COMP
 RP0282  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RP0282
 RP0282  VERT ORDER  -  SECOND    CLASS 0
 RP0282
 RP0282.The horizontal coordinates were scaled from a topographic map and have
 RP0282.an estimated accuracy of +/- 6 seconds.
 RP0282
 RP0282.The orthometric height was determined by differential leveling
 RP0282.and adjusted by the National Geodetic Survey in June 1991..
 RP0282
 RP0282.The geoid height was determined by GEOID03.
 RP0282
 RP0282.The dynamic height is computed by dividing the NAVD 88
 RP0282.geopotential number by the normal gravity value computed on the
 RP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0282.degrees latitude (g = 980.6199 gals.).
 RP0282
 RP0282.The modeled gravity was interpolated from observed gravity values.
 RP0282
 RP0282;                    North         East    Units  Estimated Accuracy
 RP0282;SPC ND S     -    51,590.      877,780.      MT  (+/- 180 meters Scaled)
 RP0282
 RP0282                          SUPERSEDED SURVEY CONTROL
 RP0282
 RP0282  NGVD 29 (??/??/92)  325.690  (m)         1068.53   (f) ADJ UNCH    2 0
 RP0282
 RP0282.Superseded values are not recommended for survey control.
 RP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0282.See file dsdata.txt to determine how the superseded data were derived.
 RP0282
 RP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS617043(NAD 83)
 RP0282_MARKER: DB = BENCH MARK DISK
 RP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0282_SP_SET: CONCRETE POST
 RP0282_STAMPING: M 33 1934
 RP0282_MARK LOGO: CGS   
 RP0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0282+STABILITY: SURFACE MOTION
 RP0282
 RP0282  HISTORY     - Date     Condition        Report By
 RP0282  HISTORY     - 1934     MONUMENTED       CGS
 RP0282  HISTORY     - 19910421 GOOD             NDWC
 RP0282
 RP0282                          STATION DESCRIPTION
 RP0282
 RP0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0282'IN HANKINSON.
 RP0282'AT HANKINSON, RICHLAND COUNTY, ON THE GREAT NORTHERN RAILWAY, 5 POLES
 RP0282'EAST OF MILEPOST 26, AT A PUBLIC-ROAD CROSSING, 28 FEET EAST OF THE
 RP0282'CENTERLINE OF THE ROAD, 225 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 RP0282'300 FEET SOUTHEAST OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RP0282'RAILWAY TRACK AT THE GUY-WIRE POST TO A SMOKE STACK AT A RAILWAY SHOP,
 RP0282'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 33 1934
 RP0282'AND SET IN THE TOP OF A CONCRETE POST.
 RP0282
 RP0282                          STATION RECOVERY (1991)
 RP0282
 RP0282'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1991
 RP0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0649 ***********************************************************************
 TG0649  DESIGNATION -  M 330
 TG0649  PID         -  TG0649
 TG0649  STATE/COUNTY-  ND/MOUNTRAIL
 TG0649  USGS QUAD   -  PALERMO NE (1981)
 TG0649
 TG0649                         *CURRENT SURVEY CONTROL
 TG0649  ___________________________________________________________________
 TG0649* NAD 83(1986)-  48 26 42.     (N)    102 06 13.     (W)     SCALED    
 TG0649* NAVD 88     -       682.715  (meters)    2239.87   (feet)  ADJUSTED  
 TG0649  ___________________________________________________________________
 TG0649  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 TG0649  DYNAMIC HT  -         682.826 (meters)    2240.24  (feet)  COMP
 TG0649  MODELED GRAV-     980,750.0   (mgal)                       NAVD 88
 TG0649
 TG0649  VERT ORDER  -  SECOND    CLASS 0
 TG0649
 TG0649.The horizontal coordinates were scaled from a topographic map and have
 TG0649.an estimated accuracy of +/- 6 seconds.
 TG0649
 TG0649.The orthometric height was determined by differential leveling
 TG0649.and adjusted by the National Geodetic Survey in June 1991..
 TG0649.WARNING-Repeat measurements at this control monument indicate possible
 TG0649.vertical movement.
 TG0649
 TG0649.The geoid height was determined by GEOID03.
 TG0649
 TG0649.The dynamic height is computed by dividing the NAVD 88
 TG0649.geopotential number by the normal gravity value computed on the
 TG0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0649.degrees latitude (g = 980.6199 gals.).
 TG0649
 TG0649.The modeled gravity was interpolated from observed gravity values.
 TG0649
 TG0649;                    North         East    Units  Estimated Accuracy
 TG0649;SPC ND N     -   161,900.      481,380.      MT  (+/- 180 meters Scaled)
 TG0649
 TG0649                          SUPERSEDED SURVEY CONTROL
 TG0649
 TG0649  NGVD 29 (??/??/92)  682.290  (m)         2238.48   (f) ADJ UNCH    2 0
 TG0649
 TG0649.Superseded values are not recommended for survey control.
 TG0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0649.See file dsdata.txt to determine how the superseded data were derived.
 TG0649
 TG0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP141698(NAD 83)
 TG0649_MARKER: DB = BENCH MARK DISK
 TG0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0649_STAMPING: M 330 1935
 TG0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0649+STABILITY: SURFACE MOTION
 TG0649
 TG0649  HISTORY     - Date     Condition        Report By
 TG0649  HISTORY     - 1935     MONUMENTED       CGS
 TG0649  HISTORY     - 1963     GOOD             NGS
 TG0649
 TG0649                          STATION DESCRIPTION
 TG0649
 TG0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0649'11.3 MI SW FROM COULEE.
 TG0649'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0649'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0649'ROAD, THENCE 4.0 MILES WEST ALONG A GRADED DIRT ROAD, IN THE SOUTHWEST
 TG0649'CORNER OF A CULTIVATED FIELD, 73 FEET NORTHEAST OF THE CENTER OF A
 TG0649'ROAD INTERSECTION, 58 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0649'EAST, 42.5 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, IN
 TG0649'THE NORTHWEST TRACK OF A DRIVEWAY LEADING TO THE FIELD, 4.3 FEET
 TG0649'SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TG0649'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 6, R
 TG0649'88 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0935 ***********************************************************************
 TG0935  DESIGNATION -  M 331
 TG0935  PID         -  TG0935
 TG0935  STATE/COUNTY-  ND/WILLIAMS
 TG0935  USGS QUAD   -  TIOGA (1979)
 TG0935
 TG0935                         *CURRENT SURVEY CONTROL
 TG0935  ___________________________________________________________________
 TG0935* NAD 83(1986)-  48 29 18.     (N)    102 54 26.     (W)     SCALED    
 TG0935* NAVD 88     -       751.701  (meters)    2466.21   (feet)  ADJUSTED  
 TG0935  ___________________________________________________________________
 TG0935  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG0935  DYNAMIC HT  -         751.811 (meters)    2466.57  (feet)  COMP
 TG0935  MODELED GRAV-     980,732.4   (mgal)                       NAVD 88
 TG0935
 TG0935  VERT ORDER  -  SECOND    CLASS 0
 TG0935
 TG0935.The horizontal coordinates were scaled from a topographic map and have
 TG0935.an estimated accuracy of +/- 6 seconds.
 TG0935
 TG0935.The orthometric height was determined by differential leveling
 TG0935.and adjusted by the National Geodetic Survey in June 1991..
 TG0935
 TG0935.The geoid height was determined by GEOID03.
 TG0935
 TG0935.The dynamic height is computed by dividing the NAVD 88
 TG0935.geopotential number by the normal gravity value computed on the
 TG0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0935.degrees latitude (g = 980.6199 gals.).
 TG0935
 TG0935.The modeled gravity was interpolated from observed gravity values.
 TG0935
 TG0935;                    North         East    Units  Estimated Accuracy
 TG0935;SPC ND N     -   168,260.      422,100.      MT  (+/- 180 meters Scaled)
 TG0935
 TG0935                          SUPERSEDED SURVEY CONTROL
 TG0935
 TG0935  NGVD 29 (??/??/92)  751.216  (m)         2464.61   (f) ADJ UNCH    2 0
 TG0935
 TG0935.Superseded values are not recommended for survey control.
 TG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0935.See file dsdata.txt to determine how the superseded data were derived.
 TG0935
 TG0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP546726(NAD 83)
 TG0935_MARKER: DB = BENCH MARK DISK
 TG0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0935_STAMPING: M 331 1935
 TG0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0935+STABILITY: SURFACE MOTION
 TG0935
 TG0935  HISTORY     - Date     Condition        Report By
 TG0935  HISTORY     - 1935     MONUMENTED       CGS
 TG0935  HISTORY     - 1953     GOOD             NGS
 TG0935  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG0935
 TG0935                          STATION DESCRIPTION
 TG0935
 TG0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TG0935'6.0 MI S FROM POWERS LAKE.
 TG0935'IN WILLIAMS COUNTY, 6.0 MILES SOUTH ALONG THE MANITOU ROAD FROM POWER
 TG0935'LAKE, BURKE COUNTY, THENCE 12.2 MILES WEST ALONG A ROAD.  ABOUT 800
 TG0935'FEET NORTHWEST OF A ONE-STORY FARMHOUSE, AT THE T-JUNCTION OF A ROAD
 TG0935'LEADING NORTH, 48 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TG0935'ROAD, 42 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, AND
 TG0935'ABOUT 1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED M 331
 TG0935'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RD REGRADED AND
 TG0935'R/W EXTENDED.
 TG0935
 TG0935                          STATION RECOVERY (1969)
 TG0935
 TG0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0993 ***********************************************************************
 TG0993  DESIGNATION -  M 332
 TG0993  PID         -  TG0993
 TG0993  STATE/COUNTY-  ND/WILLIAMS
 TG0993  USGS QUAD   -  MC GREGOR (1974)
 TG0993
 TG0993                         *CURRENT SURVEY CONTROL
 TG0993  ___________________________________________________________________
 TG0993* NAD 83(1986)-  48 32 47.     (N)    102 55 47.     (W)     SCALED    
 TG0993* NAVD 88     -       726.306  (meters)    2382.89   (feet)  ADJUSTED  
 TG0993  ___________________________________________________________________
 TG0993  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0993  DYNAMIC HT  -         726.421 (meters)    2383.27  (feet)  COMP
 TG0993  MODELED GRAV-     980,744.4   (mgal)                       NAVD 88
 TG0993
 TG0993  VERT ORDER  -  SECOND    CLASS 0
 TG0993
 TG0993.The horizontal coordinates were scaled from a topographic map and have
 TG0993.an estimated accuracy of +/- 6 seconds.
 TG0993
 TG0993.The orthometric height was determined by differential leveling
 TG0993.and adjusted by the National Geodetic Survey in June 1991..
 TG0993
 TG0993.The geoid height was determined by GEOID03.
 TG0993
 TG0993.The dynamic height is computed by dividing the NAVD 88
 TG0993.geopotential number by the normal gravity value computed on the
 TG0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0993.degrees latitude (g = 980.6199 gals.).
 TG0993
 TG0993.The modeled gravity was interpolated from observed gravity values.
 TG0993
 TG0993;                    North         East    Units  Estimated Accuracy
 TG0993;SPC ND N     -   174,760.      420,640.      MT  (+/- 180 meters Scaled)
 TG0993
 TG0993                          SUPERSEDED SURVEY CONTROL
 TG0993
 TG0993  NGVD 29 (??/??/92)  725.830  (m)         2381.33   (f) ADJ UNCH    2 0
 TG0993
 TG0993.Superseded values are not recommended for survey control.
 TG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0993.See file dsdata.txt to determine how the superseded data were derived.
 TG0993
 TG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP527791(NAD 83)
 TG0993_MARKER: DB = BENCH MARK DISK
 TG0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0993_STAMPING: M-332 1935
 TG0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0993+STABILITY: SURFACE MOTION
 TG0993
 TG0993  HISTORY     - Date     Condition        Report By
 TG0993  HISTORY     - 1935     MONUMENTED       CGS
 TG0993
 TG0993                          STATION DESCRIPTION
 TG0993
 TG0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0993'10.8 MI N FROM TIOGA.
 TG0993'ALONG STA HIWAY NO. 40. 33 FT SOUTH OF CENTERLINE OF T ROAD EAST,
 TG0993'THENCE 42 FT WEST OF CENTERLINE OF HIWAY. 2 FT EAST OF RIGHT OF WAY
 TG0993'FENCE AND 3 FT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0994 ***********************************************************************
 TG0994  DESIGNATION -  M 332 RESET
 TG0994  PID         -  TG0994
 TG0994  STATE/COUNTY-  ND/WILLIAMS
 TG0994  USGS QUAD   -  MC GREGOR (1974)
 TG0994
 TG0994                         *CURRENT SURVEY CONTROL
 TG0994  ___________________________________________________________________
 TG0994* NAD 83(1986)-  48 32 47.     (N)    102 55 46.     (W)     SCALED    
 TG0994* NAVD 88     -       724.12   (+/-2cm)    2375.7    (feet)  VERTCON   
 TG0994  ___________________________________________________________________
 TG0994  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 TG0994
 TG0994  VERT ORDER  -  THIRD (See Below)
 TG0994
 TG0994.The horizontal coordinates were scaled from a topographic map and have
 TG0994.an estimated accuracy of +/- 6 seconds.
 TG0994
 TG0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0994.The vertical order pertains to the NGVD 29 superseded value.
 TG0994
 TG0994.The geoid height was determined by GEOID03.
 TG0994
 TG0994;                    North         East    Units  Estimated Accuracy
 TG0994;SPC ND N     -   174,760.      420,660.      MT  (+/- 180 meters Scaled)
 TG0994
 TG0994                          SUPERSEDED SURVEY CONTROL
 TG0994
 TG0994  NGVD 29 (11/04/04)  723.64   (m)         2374.1    (f) RESET       3  
 TG0994
 TG0994.Superseded values are not recommended for survey control.
 TG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0994.See file dsdata.txt to determine how the superseded data were derived.
 TG0994
 TG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP528791(NAD 83)
 TG0994_MARKER: DB = BENCH MARK DISK
 TG0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0994_STAMPING: M 332 RESET 1957
 TG0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0994+STABILITY: SURFACE MOTION
 TG0994
 TG0994  HISTORY     - Date     Condition        Report By
 TG0994  HISTORY     - 1957     MONUMENTED       CGS
 TG0994
 TG0994                          STATION DESCRIPTION
 TG0994
 TG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TG0994'10.8 MI N FROM TIOGA.
 TG0994'10.8 MILES NORTH ALONG STATE HIGHWAY 40 FROM TIOGA, 99 FEET WEST OF
 TG0994'THE CENTERLINE OF THE HIGHWAY, 55 FEET NORTH OF THE CENTERLINE
 TG0994'EXTENDED OF THE EAST-WEST ROAD, 1.0 FOOT EAST OF A FENCE LINE, AND SET
 TG0994'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1109 ***********************************************************************
 TG1109  DESIGNATION -  M 333
 TG1109  PID         -  TG1109
 TG1109  STATE/COUNTY-  ND/WILLIAMS
 TG1109  USGS QUAD   -  CORINTH (1978)
 TG1109
 TG1109                         *CURRENT SURVEY CONTROL
 TG1109  ___________________________________________________________________
 TG1109* NAD 83(1986)-  48 37 06.     (N)    103 16 34.     (W)     SCALED    
 TG1109* NAVD 88     -       713.434  (meters)    2340.66   (feet)  ADJUSTED  
 TG1109  ___________________________________________________________________
 TG1109  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 TG1109  DYNAMIC HT  -         713.551 (meters)    2341.04  (feet)  COMP
 TG1109  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 TG1109
 TG1109  VERT ORDER  -  SECOND    CLASS 0
 TG1109
 TG1109.The horizontal coordinates were scaled from a topographic map and have
 TG1109.an estimated accuracy of +/- 6 seconds.
 TG1109
 TG1109.The orthometric height was determined by differential leveling
 TG1109.and adjusted by the National Geodetic Survey in June 1991..
 TG1109
 TG1109.The geoid height was determined by GEOID03.
 TG1109
 TG1109.The dynamic height is computed by dividing the NAVD 88
 TG1109.geopotential number by the normal gravity value computed on the
 TG1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1109.degrees latitude (g = 980.6199 gals.).
 TG1109
 TG1109.The modeled gravity was interpolated from observed gravity values.
 TG1109
 TG1109;                    North         East    Units  Estimated Accuracy
 TG1109;SPC ND N     -   183,620.      395,370.      MT  (+/- 180 meters Scaled)
 TG1109
 TG1109                          SUPERSEDED SURVEY CONTROL
 TG1109
 TG1109  NGVD 29 (??/??/92)  712.949  (m)         2339.07   (f) ADJ UNCH    2 0
 TG1109
 TG1109.Superseded values are not recommended for survey control.
 TG1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1109.See file dsdata.txt to determine how the superseded data were derived.
 TG1109
 TG1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP270864(NAD 83)
 TG1109_MARKER: DB = BENCH MARK DISK
 TG1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1109_STAMPING: M 333 1935
 TG1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1109+STABILITY: SURFACE MOTION
 TG1109
 TG1109  HISTORY     - Date     Condition        Report By
 TG1109  HISTORY     - 1935     MONUMENTED       CGS
 TG1109
 TG1109                          STATION DESCRIPTION
 TG1109
 TG1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1109'17.6 MI W FROM MCGREGOR.
 TG1109'17.6 MILES WEST ALONG STATE HIGHWAY 50 FROM MCGREGOR, WILLIAMS COUNTY,
 TG1109'ABOUT 800 FEET NORTH OF A FRAME SCHOOLHOUSE, AT A CURVE, AT A ROAD
 TG1109'INTERSECTION, 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 TG1109'EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE RIGHT-OF-WAY
 TG1109'FENCE, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 TG1109'STAMPED M 333 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1013 ***********************************************************************
 TF1013  DESIGNATION -  M 334
 TF1013  PID         -  TF1013
 TF1013  STATE/COUNTY-  ND/WARD
 TF1013  USGS QUAD   -  DEERING SE (1949)
 TF1013
 TF1013                         *CURRENT SURVEY CONTROL
 TF1013  ___________________________________________________________________
 TF1013* NAD 83(1986)-  48 22 17.     (N)    101 06 05.     (W)     SCALED    
 TF1013* NAVD 88     -       479.192  (meters)    1572.15   (feet)  ADJUSTED  
 TF1013  ___________________________________________________________________
 TF1013  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 TF1013  DYNAMIC HT  -         479.286 (meters)    1572.46  (feet)  COMP
 TF1013  MODELED GRAV-     980,792.0   (mgal)                       NAVD 88
 TF1013
 TF1013  VERT ORDER  -  SECOND    CLASS 0
 TF1013
 TF1013.The horizontal coordinates were scaled from a topographic map and have
 TF1013.an estimated accuracy of +/- 6 seconds.
 TF1013
 TF1013.The orthometric height was determined by differential leveling
 TF1013.and adjusted by the National Geodetic Survey in June 1991..
 TF1013
 TF1013.The geoid height was determined by GEOID03.
 TF1013
 TF1013.The dynamic height is computed by dividing the NAVD 88
 TF1013.geopotential number by the normal gravity value computed on the
 TF1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1013.degrees latitude (g = 980.6199 gals.).
 TF1013
 TF1013.The modeled gravity was interpolated from observed gravity values.
 TF1013
 TF1013;                    North         East    Units  Estimated Accuracy
 TF1013;SPC ND N     -   152,650.      555,450.      MT  (+/- 180 meters Scaled)
 TF1013
 TF1013                          SUPERSEDED SURVEY CONTROL
 TF1013
 TF1013  NGVD 29 (??/??/92)  478.811  (m)         1570.90   (f) ADJ UNCH    2 0
 TF1013
 TF1013.Superseded values are not recommended for survey control.
 TF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1013.See file dsdata.txt to determine how the superseded data were derived.
 TF1013
 TF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU443597(NAD 83)
 TF1013_MARKER: DB = BENCH MARK DISK
 TF1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1013_STAMPING: M 334 1935
 TF1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1013+STABILITY: SURFACE MOTION
 TF1013
 TF1013  HISTORY     - Date     Condition        Report By
 TF1013  HISTORY     - 1935     MONUMENTED       CGS
 TF1013  HISTORY     - 1935     GOOD             NGS
 TF1013
 TF1013                          STATION DESCRIPTION
 TF1013
 TF1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TF1013'4.2 MI SW FROM DEERING.
 TF1013'IN WARD COUNTY, 0.5 MILE WEST ALONG A SECTION-LINE ROAD FROM THE GREAT
 TF1013'NORTHERN RAILWAY STATION AT DEERING, MCHENRY COUNTY, THENCE 1.8 MILES
 TF1013'SOUTH AND 1.9 MILES WEST ALONG SECTIONLINE ROADS.  AT THE JUNCTION OF
 TF1013'A ROAD LEADING SOUTH, 45 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 TF1013'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, AND 3 FEET
 TF1013'WEST OF A POLE.  A STANDARD DISK, STAMPED M 334 1935 AND SET IN THE
 TF1013'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED
 TF1013'FROM THE GREAT NORTHERN RAILWAY STATION AT WOLSETH BY GOING 5.1 MILES
 TF1013'SOUTH ALONG THE SURREY ROAD, THENCE 1.1 MILES EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0961 ***********************************************************************
 TF0961  DESIGNATION -  M 335
 TF0961  PID         -  TF0961
 TF0961  STATE/COUNTY-  ND/RENVILLE
 TF0961  USGS QUAD   -  BURLINGTON NW (1979)
 TF0961
 TF0961                         *CURRENT SURVEY CONTROL
 TF0961  ___________________________________________________________________
 TF0961* NAD 83(1986)-  48 27 33.     (N)    101 23 09.     (W)     SCALED    
 TF0961* NAVD 88     -       504.987  (meters)    1656.78   (feet)  ADJUSTED  
 TF0961  ___________________________________________________________________
 TF0961  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 TF0961  DYNAMIC HT  -         505.084 (meters)    1657.10  (feet)  COMP
 TF0961  MODELED GRAV-     980,788.0   (mgal)                       NAVD 88
 TF0961
 TF0961  VERT ORDER  -  SECOND    CLASS 0
 TF0961
 TF0961.The horizontal coordinates were scaled from a topographic map and have
 TF0961.an estimated accuracy of +/- 6 seconds.
 TF0961
 TF0961.The orthometric height was determined by differential leveling
 TF0961.and adjusted by the National Geodetic Survey in June 1991..
 TF0961
 TF0961.The geoid height was determined by GEOID03.
 TF0961
 TF0961.The dynamic height is computed by dividing the NAVD 88
 TF0961.geopotential number by the normal gravity value computed on the
 TF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0961.degrees latitude (g = 980.6199 gals.).
 TF0961
 TF0961.The modeled gravity was interpolated from observed gravity values.
 TF0961
 TF0961;                    North         East    Units  Estimated Accuracy
 TF0961;SPC ND N     -   162,610.      534,490.      MT  (+/- 180 meters Scaled)
 TF0961
 TF0961                          SUPERSEDED SURVEY CONTROL
 TF0961
 TF0961  NGVD 29 (??/??/92)  504.616  (m)         1655.56   (f) ADJ UNCH    2 0
 TF0961
 TF0961.Superseded values are not recommended for survey control.
 TF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0961.See file dsdata.txt to determine how the superseded data were derived.
 TF0961
 TF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU236700(NAD 83)
 TF0961_MARKER: DB = BENCH MARK DISK
 TF0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0961_STAMPING: M-335 1935
 TF0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0961+STABILITY: SURFACE MOTION
 TF0961
 TF0961  HISTORY     - Date     Condition        Report By
 TF0961  HISTORY     - 1935     MONUMENTED       CGS
 TF0961  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 TF0961
 TF0961                          STATION DESCRIPTION
 TF0961
 TF0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0961'11.8 MI SW FROM FORFAR.
 TF0961'ALONG ROAD, 7.8 MILES SOUTH, THENCE 4 MILES WEST OF RAILROAD CROSSING
 TF0961'AT FARFOR.  AT CROSS ROAD.  SET IN POST, 48 FEET EAST OF CENTERLINE OF
 TF0961'THE CROSS ROAD, 28 FEET NORTH OF CENTERLINE OF THE MAIN ROAD, 15 FEET
 TF0961'EAST OF FENCE CORNER AND ONE FOOT SOUTH OF FENCELINE.
 TF0961
 TF0961                          STATION RECOVERY (1948)
 TF0961
 TF0961'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 TF0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0962 ***********************************************************************
 TF0962  DESIGNATION -  M 335 RESET
 TF0962  PID         -  TF0962
 TF0962  STATE/COUNTY-  ND/RENVILLE
 TF0962  USGS QUAD   -  BURLINGTON NW (1979)
 TF0962
 TF0962                         *CURRENT SURVEY CONTROL
 TF0962  ___________________________________________________________________
 TF0962* NAD 83(1986)-  48 27 32.     (N)    101 23 10.     (W)     SCALED    
 TF0962* NAVD 88     -       504.74   (+/-2cm)    1656.0    (feet)  VERTCON   
 TF0962  ___________________________________________________________________
 TF0962  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 TF0962
 TF0962  VERT ORDER  -  THIRD (See Below)
 TF0962
 TF0962.The horizontal coordinates were scaled from a topographic map and have
 TF0962.an estimated accuracy of +/- 6 seconds.
 TF0962
 TF0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0962.The vertical order pertains to the NGVD 29 superseded value.
 TF0962
 TF0962.The geoid height was determined by GEOID03.
 TF0962
 TF0962;                    North         East    Units  Estimated Accuracy
 TF0962;SPC ND N     -   162,580.      534,470.      MT  (+/- 180 meters Scaled)
 TF0962
 TF0962                          SUPERSEDED SURVEY CONTROL
 TF0962
 TF0962  NGVD 29 (11/04/04)  504.37   (m)         1654.8    (f) RESET       3  
 TF0962
 TF0962.Superseded values are not recommended for survey control.
 TF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0962.See file dsdata.txt to determine how the superseded data were derived.
 TF0962
 TF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU235700(NAD 83)
 TF0962_MARKER: DB = BENCH MARK DISK
 TF0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0962_STAMPING: M 335 1935
 TF0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0962+STABILITY: SURFACE MOTION
 TF0962
 TF0962  HISTORY     - Date     Condition        Report By
 TF0962  HISTORY     - 1948     MONUMENTED       LOCENG
 TF0962  HISTORY     - 1948     GOOD             NGS
 TF0962
 TF0962                          STATION DESCRIPTION
 TF0962
 TF0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TF0962'11.9 MI SW FROM FORFAR.
 TF0962'IN RENVILLE COUNTY, ABOUT 7.9 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM
 TF0962'THE GREAT NORTHERN RAILWAY CROSSING AT FORFAR, BOTTINEAU COUNTY, TO A
 TF0962'CROSSROAD, THENCE 4 MILES WEST ALONG RENVILLE-WARD COUNTY LINE ROAD TO
 TF0962'A CROSSROAD.  THE MARK IS IN THE SOUTHWEST CORNER OF SECTION 34, R. 83
 TF0962'W., TWP 158 N., 65 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS
 TF0962'INTERSECTION, 45 FEET NORTH OF THE CENTER OF THE COUNTY LINE ROAD AND
 TF0962'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1190 ***********************************************************************
 TF1190  DESIGNATION -  M 336
 TF1190  PID         -  TF1190
 TF1190  STATE/COUNTY-  ND/WARD
 TF1190  USGS QUAD   -  CARPIO (1979)
 TF1190
 TF1190                         *CURRENT SURVEY CONTROL
 TF1190  ___________________________________________________________________
 TF1190* NAD 83(1986)-  48 27 33.     (N)    101 42 45.     (W)     SCALED    
 TF1190* NAVD 88     -       562.566  (meters)    1845.69   (feet)  ADJUSTED  
 TF1190  ___________________________________________________________________
 TF1190  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 TF1190  DYNAMIC HT  -         562.676 (meters)    1846.05  (feet)  COMP
 TF1190  MODELED GRAV-     980,786.9   (mgal)                       NAVD 88
 TF1190
 TF1190  VERT ORDER  -  SECOND    CLASS 0
 TF1190
 TF1190.The horizontal coordinates were scaled from a topographic map and have
 TF1190.an estimated accuracy of +/- 6 seconds.
 TF1190
 TF1190.The orthometric height was determined by differential leveling
 TF1190.and adjusted by the National Geodetic Survey in June 1991..
 TF1190
 TF1190.The geoid height was determined by GEOID03.
 TF1190
 TF1190.The dynamic height is computed by dividing the NAVD 88
 TF1190.geopotential number by the normal gravity value computed on the
 TF1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1190.degrees latitude (g = 980.6199 gals.).
 TF1190
 TF1190.The modeled gravity was interpolated from observed gravity values.
 TF1190
 TF1190;                    North         East    Units  Estimated Accuracy
 TF1190;SPC ND N     -   162,940.      510,330.      MT  (+/- 180 meters Scaled)
 TF1190
 TF1190                          SUPERSEDED SURVEY CONTROL
 TF1190
 TF1190  NGVD 29 (??/??/92)  562.180  (m)         1844.42   (f) ADJ UNCH    2 0
 TF1190
 TF1190.Superseded values are not recommended for survey control.
 TF1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1190.See file dsdata.txt to determine how the superseded data were derived.
 TF1190
 TF1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU994708(NAD 83)
 TF1190_MARKER: DB = BENCH MARK DISK
 TF1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1190_STAMPING: M 336 1935
 TF1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1190+STABILITY: SURFACE MOTION
 TF1190
 TF1190  HISTORY     - Date     Condition        Report By
 TF1190  HISTORY     - 1935     MONUMENTED       CGS
 TF1190  HISTORY     - 1963     GOOD             NGS
 TF1190
 TF1190                          STATION DESCRIPTION
 TF1190
 TF1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1190'1.25 MI N FROM CARPIO.
 TF1190'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1190'CARPIO, THENCE 1.05 MILES NORTH ALONG STATE HIGHWAY 28, ABOUT 0.1
 TF1190'MILES SOUTHEAST OF A FARMHOUSE, 63 FEET SOUTHEAST OF THE CENTER OF THE
 TF1190'JUNCTION WITH A DIRT ROAD LEADING EAST, 60 FEET EAST OF THE CENTER
 TF1190'LINE OF THE GRAVELED ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 TF1190'DIRT ROAD, 43 FEET WEST OF A TELEPHONE POLE, 4 1/2 FEET SOUTH OF A
 TF1190'CORNER FENCE POST, IN A FENCE LINE, 1.0 FEET NORTHEAST OF A METAL
 TF1190'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 TF1190'THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1546 ***********************************************************************
 TF1546  DESIGNATION -  M 337
 TF1546  PID         -  TF1546
 TF1546  STATE/COUNTY-  ND/WARD
 TF1546  USGS QUAD   -  TOLLEY SE (1949)
 TF1546
 TF1546                         *CURRENT SURVEY CONTROL
 TF1546  ___________________________________________________________________
 TF1546* NAD 83(1986)-  48 34 31.     (N)    101 51 54.     (W)     SCALED    
 TF1546* NAVD 88     -       583.423  (meters)    1914.11   (feet)  ADJUSTED  
 TF1546  ___________________________________________________________________
 TF1546  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TF1546  DYNAMIC HT  -         583.535 (meters)    1914.48  (feet)  COMP
 TF1546  MODELED GRAV-     980,782.7   (mgal)                       NAVD 88
 TF1546
 TF1546  VERT ORDER  -  SECOND    CLASS 0
 TF1546
 TF1546.The horizontal coordinates were scaled from a topographic map and have
 TF1546.an estimated accuracy of +/- 6 seconds.
 TF1546
 TF1546.The orthometric height was determined by differential leveling
 TF1546.and adjusted by the National Geodetic Survey in June 1991..
 TF1546.WARNING-Repeat measurements at this control monument indicate possible
 TF1546.vertical movement.
 TF1546
 TF1546.The geoid height was determined by GEOID03.
 TF1546
 TF1546.The dynamic height is computed by dividing the NAVD 88
 TF1546.geopotential number by the normal gravity value computed on the
 TF1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1546.degrees latitude (g = 980.6199 gals.).
 TF1546
 TF1546.The modeled gravity was interpolated from observed gravity values.
 TF1546
 TF1546;                    North         East    Units  Estimated Accuracy
 TF1546;SPC ND N     -   176,040.      499,280.      MT  (+/- 180 meters Scaled)
 TF1546
 TF1546                          SUPERSEDED SURVEY CONTROL
 TF1546
 TF1546  NGVD 29 (??/??/92)  583.035  (m)         1912.84   (f) ADJ UNCH    2 0
 TF1546
 TF1546.Superseded values are not recommended for survey control.
 TF1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1546.See file dsdata.txt to determine how the superseded data were derived.
 TF1546
 TF1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU886842(NAD 83)
 TF1546_MARKER: DB = BENCH MARK DISK
 TF1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1546_STAMPING: M 337 1935
 TF1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1546+STABILITY: SURFACE MOTION
 TF1546
 TF1546  HISTORY     - Date     Condition        Report By
 TF1546  HISTORY     - 1935     MONUMENTED       CGS
 TF1546  HISTORY     - 1963     GOOD             NGS
 TF1546
 TF1546                          STATION DESCRIPTION
 TF1546
 TF1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1546'7.25 MI N FROM DONNYBROOK.
 TF1546'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1546'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1546'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7 TO BENCH MARK K 278, THENCE
 TF1546'1.0 MILES WEST ALONG A FIELD ROAD, 27 FEET NORTH OF THE CENTER LINE OF
 TF1546'THE FIELD ROAD, 52 FEET WEST OF THE CENTER LINE OF A TRACK ROAD,
 TF1546'SOUTHWEST OF AND ACROSS A TRACK ROAD FROM A SMALL GROVE OF ASPEN
 TF1546'TREES, INSIDE OF A FENCE, 19 1/2 FEET WEST OF A FENCE CORNER, 2 1/2
 TF1546'FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 TF1546'A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0640 ***********************************************************************
 TF0640  DESIGNATION -  M 339 RESET
 TF0640  PID         -  TF0640
 TF0640  STATE/COUNTY-  ND/BOTTINEAU
 TF0640  USGS QUAD   -  WESTHOPE SW (1949)
 TF0640
 TF0640                         *CURRENT SURVEY CONTROL
 TF0640  ___________________________________________________________________
 TF0640* NAD 83(1986)-  48 45 47.     (N)    101 11 27.     (W)     SCALED    
 TF0640* NAVD 88     -       459.705  (meters)    1508.22   (feet)  ADJUSTED  
 TF0640  ___________________________________________________________________
 TF0640  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0640  DYNAMIC HT  -         459.806 (meters)    1508.55  (feet)  COMP
 TF0640  MODELED GRAV-     980,816.6   (mgal)                       NAVD 88
 TF0640
 TF0640  VERT ORDER  -  SECOND    CLASS 0
 TF0640
 TF0640.The horizontal coordinates were scaled from a topographic map and have
 TF0640.an estimated accuracy of +/- 6 seconds.
 TF0640
 TF0640.The orthometric height was determined by differential leveling
 TF0640.and adjusted by the National Geodetic Survey in June 1991..
 TF0640
 TF0640.The geoid height was determined by GEOID03.
 TF0640
 TF0640.The dynamic height is computed by dividing the NAVD 88
 TF0640.geopotential number by the normal gravity value computed on the
 TF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0640.degrees latitude (g = 980.6199 gals.).
 TF0640
 TF0640.The modeled gravity was interpolated from observed gravity values.
 TF0640
 TF0640;                    North         East    Units  Estimated Accuracy
 TF0640;SPC ND N     -   196,260.      549,210.      MT  (+/- 180 meters Scaled)
 TF0640
 TF0640                          SUPERSEDED SURVEY CONTROL
 TF0640
 TF0640  NGVD 29 (??/??/92)  459.355  (m)         1507.07   (f) ADJ UNCH    2 0
 TF0640
 TF0640.Superseded values are not recommended for survey control.
 TF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0640.See file dsdata.txt to determine how the superseded data were derived.
 TF0640
 TF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV390034(NAD 83)
 TF0640_MARKER: DB = BENCH MARK DISK
 TF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0640_STAMPING: M 339 RESET 1950
 TF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0640+STABILITY: SURFACE MOTION
 TF0640
 TF0640  HISTORY     - Date     Condition        Report By
 TF0640  HISTORY     - 1950     MONUMENTED       NDHD
 TF0640  HISTORY     - 1963     GOOD             NGS
 TF0640
 TF0640                          STATION DESCRIPTION
 TF0640
 TF0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0640'14.65 MI E FROM MOHALL.
 TF0640'ABOUT 14.65 MILES EAST ALONG STATE HIGHWAY 5 AND 83 FROM THE POST
 TF0640'OFFICE AT MOHALL, IN SECTION 16, T 161 N, R 81 W, 101 FEET NORTH OF
 TF0640'THE CENTER LINE OF THE HIGHWAY, 72 FEET EAST OF THE CENTER LINE OF A
 TF0640'GRAVELED ROAD LEADING NORTH, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 TF0640'ABOUT LEVEL WITH THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE
 TF0640'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0516 ***********************************************************************
 RP0516  DESIGNATION -  M 34
 RP0516  PID         -  RP0516
 RP0516  STATE/COUNTY-  ND/SARGENT
 RP0516  USGS QUAD   -  COGSWELL (1957)
 RP0516
 RP0516                         *CURRENT SURVEY CONTROL
 RP0516  ___________________________________________________________________
 RP0516* NAD 83(1986)-  46 02 40.     (N)    097 49 12.     (W)     SCALED    
 RP0516* NAVD 88     -       395.508  (meters)    1297.60   (feet)  ADJUSTED  
 RP0516  ___________________________________________________________________
 RP0516  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 RP0516  DYNAMIC HT  -         395.499 (meters)    1297.57  (feet)  COMP
 RP0516  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 RP0516
 RP0516  VERT ORDER  -  SECOND    CLASS 0
 RP0516
 RP0516.The horizontal coordinates were scaled from a topographic map and have
 RP0516.an estimated accuracy of +/- 6 seconds.
 RP0516
 RP0516.The orthometric height was determined by differential leveling
 RP0516.and adjusted by the National Geodetic Survey in June 1991..
 RP0516
 RP0516.The geoid height was determined by GEOID03.
 RP0516
 RP0516.The dynamic height is computed by dividing the NAVD 88
 RP0516.geopotential number by the normal gravity value computed on the
 RP0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0516.degrees latitude (g = 980.6199 gals.).
 RP0516
 RP0516.The modeled gravity was interpolated from observed gravity values.
 RP0516
 RP0516;                    North         East    Units  Estimated Accuracy
 RP0516;SPC ND S     -    45,530.      807,400.      MT  (+/- 180 meters Scaled)
 RP0516
 RP0516                          SUPERSEDED SURVEY CONTROL
 RP0516
 RP0516  NGVD 29 (??/??/92)  395.203  (m)         1296.60   (f) ADJ UNCH    2 0
 RP0516
 RP0516.Superseded values are not recommended for survey control.
 RP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0516.See file dsdata.txt to determine how the superseded data were derived.
 RP0516
 RP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR912996(NAD 83)
 RP0516_MARKER: DB = BENCH MARK DISK
 RP0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0516_STAMPING: M 34 1934
 RP0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0516+STABILITY: SURFACE MOTION
 RP0516
 RP0516  HISTORY     - Date     Condition        Report By
 RP0516  HISTORY     - 1934     MONUMENTED       CGS
 RP0516
 RP0516                          STATION DESCRIPTION
 RP0516
 RP0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0516'3.8 MI E FROM STRAUBVILLE.
 RP0516'3.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0516'STRAUBVILLE, SARGENT COUNTY, ABOUT 8 POLES EAST OF MILEPOST 15, AT A
 RP0516'PUBLIC ROAD CROSSING, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, 48
 RP0516'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 3 FEET EAST AND 2 FEET
 RP0516'NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 3 FEET LOWER THAN THE
 RP0516'TRACK.  A STANDARD DISK, STAMPED M 34 1934 AND SET IN THE TOP OF A
 RP0516'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1491 ***********************************************************************
 TF1491  DESIGNATION -  M 340
 TF1491  PID         -  TF1491
 TF1491  STATE/COUNTY-  ND/RENVILLE
 TF1491  USGS QUAD   -  MOHALL SW (1971)
 TF1491
 TF1491                         *CURRENT SURVEY CONTROL
 TF1491  ___________________________________________________________________
 TF1491* NAD 83(1986)-  48 48 24.     (N)    101 37 40.     (W)     SCALED    
 TF1491* NAVD 88     -       515.150  (meters)    1690.12   (feet)  POSTED    
 TF1491  ___________________________________________________________________
 TF1491  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 TF1491  DYNAMIC HT  -         515.260 (meters)    1690.48  (feet)  COMP
 TF1491  MODELED GRAV-     980,810.7   (mgal)                       NAVD 88
 TF1491
 TF1491  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 TF1491
 TF1491.The horizontal coordinates were scaled from a topographic map and have
 TF1491.an estimated accuracy of +/- 6 seconds.
 TF1491
 TF1491.The orthometric height was determined by differential leveling
 TF1491.and adjusted by the National Geodetic Survey in 1992..
 TF1491.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TF1491.rate of 2.1 thru 3.0 mm/km.
 TF1491
 TF1491.The geoid height was determined by GEOID03.
 TF1491
 TF1491.The dynamic height is computed by dividing the NAVD 88
 TF1491.geopotential number by the normal gravity value computed on the
 TF1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1491.degrees latitude (g = 980.6199 gals.).
 TF1491
 TF1491.The modeled gravity was interpolated from observed gravity values.
 TF1491
 TF1491;                    North         East    Units  Estimated Accuracy
 TF1491;SPC ND N     -   201,480.      517,160.      MT  (+/- 180 meters Scaled)
 TF1491
 TF1491                          SUPERSEDED SURVEY CONTROL
 TF1491
 TF1491  NGVD 29 (??/??/92)  514.790  (m)         1688.94   (f) ADJ UNCH    2 0
 TF1491
 TF1491.Superseded values are not recommended for survey control.
 TF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1491.See file dsdata.txt to determine how the superseded data were derived.
 TF1491
 TF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV070092(NAD 83)
 TF1491_MARKER: DB = BENCH MARK DISK
 TF1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1491_STAMPING: M-340 1935
 TF1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1491+STABILITY: SURFACE MOTION
 TF1491
 TF1491  HISTORY     - Date     Condition        Report By
 TF1491  HISTORY     - 1935     MONUMENTED       CGS
 TF1491  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1491
 TF1491                          STATION DESCRIPTION
 TF1491
 TF1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1491'8.5 MI NE FROM MOHALL.
 TF1491'5.5 MILES WEST, 3.0 NORTH MOHALL CITY WATER TOWER ALONG THE SHERWOOD
 TF1491'ROAD (STATE HIGHWAY NO. 28) TO A CROSS ROAD 5.3 MILES WEST AND 3 MILES
 TF1491'NORTH OF THE GREAT NORTHERN RAILROAD AT MOHALL.  SET IN POST IN THE
 TF1491'NORTHWEST QUARTER OF THE INTERSECTION, 42 FEET WEST OF THE CENTERLINE
 TF1491'OF THE SHERWOOD ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE CROSS
 TF1491'ROAD, 2 FEET SOUTHWEST OF THE CORNER FENCE POST, 1 FOOT BELOW ROAD
 TF1491'LEVEL.
 TF1491
 TF1491                          STATION RECOVERY (1963)
 TF1491
 TF1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1492 ***********************************************************************
 TF1492  DESIGNATION -  M 340 RESET
 TF1492  PID         -  TF1492
 TF1492  STATE/COUNTY-  ND/RENVILLE
 TF1492  USGS QUAD   -  MOHALL SW (1971)
 TF1492
 TF1492                         *CURRENT SURVEY CONTROL
 TF1492  ___________________________________________________________________
 TF1492* NAD 83(1986)-  48 48 24.     (N)    101 37 40.     (W)     SCALED    
 TF1492* NAVD 88     -       514.521  (meters)    1688.06   (feet)  ADJUSTED  
 TF1492  ___________________________________________________________________
 TF1492  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 TF1492  DYNAMIC HT  -         514.632 (meters)    1688.42  (feet)  COMP
 TF1492  MODELED GRAV-     980,810.7   (mgal)                       NAVD 88
 TF1492
 TF1492  VERT ORDER  -  SECOND    CLASS 0
 TF1492
 TF1492.The horizontal coordinates were scaled from a topographic map and have
 TF1492.an estimated accuracy of +/- 6 seconds.
 TF1492
 TF1492.The orthometric height was determined by differential leveling
 TF1492.and adjusted by the National Geodetic Survey in June 1991..
 TF1492
 TF1492.The geoid height was determined by GEOID03.
 TF1492
 TF1492.The dynamic height is computed by dividing the NAVD 88
 TF1492.geopotential number by the normal gravity value computed on the
 TF1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1492.degrees latitude (g = 980.6199 gals.).
 TF1492
 TF1492.The modeled gravity was interpolated from observed gravity values.
 TF1492
 TF1492;                    North         East    Units  Estimated Accuracy
 TF1492;SPC ND N     -   201,480.      517,160.      MT  (+/- 180 meters Scaled)
 TF1492
 TF1492                          SUPERSEDED SURVEY CONTROL
 TF1492
 TF1492  NGVD 29 (??/??/92)  514.150  (m)         1686.84   (f) ADJ UNCH    2 0
 TF1492
 TF1492.Superseded values are not recommended for survey control.
 TF1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1492.See file dsdata.txt to determine how the superseded data were derived.
 TF1492
 TF1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV070092(NAD 83)
 TF1492_MARKER: DB = BENCH MARK DISK
 TF1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1492_STAMPING: M 340 RESET 1962
 TF1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1492+STABILITY: SURFACE MOTION
 TF1492
 TF1492  HISTORY     - Date     Condition        Report By
 TF1492  HISTORY     - 1962     MONUMENTED       CGS
 TF1492  HISTORY     - 1963     GOOD             NGS
 TF1492
 TF1492                          STATION DESCRIPTION
 TF1492
 TF1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1492'8.45 MI NW FROM MOHALL.
 TF1492'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1492'MOHALL, THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 28, IN SECTION 31, T
 TF1492'162 N, R 84 W, NORTHEAST OF AND ACROSS THE COUNTY ROAD FROM A
 TF1492'FARMHOUSE, 101 FEET EAST OF THE CENTER LINE OF THE ROAD, 111 1/2 FEET
 TF1492'NORTH OF A POWER POLE WHICH IS IN AN EAST-WEST LINE OF POLES, IN LINE
 TF1492'WITH A ROW OF POLES, 30 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD
 TF1492'WHICH LEADS EAST, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 TF1492'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF1492'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1666 ***********************************************************************
 TF1666  DESIGNATION -  M 341
 TF1666  PID         -  TF1666
 TF1666  STATE/COUNTY-  ND/RENVILLE
 TF1666  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF1666
 TF1666                         *CURRENT SURVEY CONTROL
 TF1666  ___________________________________________________________________
 TF1666* NAD 83(1986)-  48 54 31.     (N)    101 58 39.     (W)     SCALED    
 TF1666* NAVD 88     -       565.022  (meters)    1853.74   (feet)  ADJUSTED  
 TF1666  ___________________________________________________________________
 TF1666  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 TF1666  DYNAMIC HT  -         565.146 (meters)    1854.15  (feet)  COMP
 TF1666  MODELED GRAV-     980,811.6   (mgal)                       NAVD 88
 TF1666
 TF1666  VERT ORDER  -  SECOND    CLASS 0
 TF1666
 TF1666.The horizontal coordinates were scaled from a topographic map and have
 TF1666.an estimated accuracy of +/- 6 seconds.
 TF1666
 TF1666.The orthometric height was determined by differential leveling
 TF1666.and adjusted by the National Geodetic Survey in June 1991..
 TF1666
 TF1666.The geoid height was determined by GEOID03.
 TF1666
 TF1666.The dynamic height is computed by dividing the NAVD 88
 TF1666.geopotential number by the normal gravity value computed on the
 TF1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1666.degrees latitude (g = 980.6199 gals.).
 TF1666
 TF1666.The modeled gravity was interpolated from observed gravity values.
 TF1666
 TF1666;                    North         East    Units  Estimated Accuracy
 TF1666;SPC ND N     -   213,250.      491,690.      MT  (+/- 180 meters Scaled)
 TF1666
 TF1666                          SUPERSEDED SURVEY CONTROL
 TF1666
 TF1666  NGVD 29 (??/??/92)  564.636  (m)         1852.48   (f) ADJ UNCH    2 0
 TF1666
 TF1666.Superseded values are not recommended for survey control.
 TF1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1666.See file dsdata.txt to determine how the superseded data were derived.
 TF1666
 TF1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV818215(NAD 83)
 TF1666_MARKER: DB = BENCH MARK DISK
 TF1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1666_STAMPING: M 341 1935
 TF1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1666+STABILITY: SURFACE MOTION
 TF1666
 TF1666  HISTORY     - Date     Condition        Report By
 TF1666  HISTORY     - 1935     MONUMENTED       CGS
 TF1666
 TF1666                          STATION DESCRIPTION
 TF1666
 TF1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1666'12.5 MI N FROM NORMA.
 TF1666'12.5 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TF1666'STATION AT NORMA, RENVILLE COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 TF1666'INTERSECTION, 30 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1666'ROAD, 22 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 4
 TF1666'FEET SOUTH OF A 10-INCH TREE, 2 FEET EAST OF A POLE, AND ABOUT 1 FOOT
 TF1666'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED M 341 1935 AND SET IN
 TF1666'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0787 ***********************************************************************
 TF0787  DESIGNATION -  M 342
 TF0787  PID         -  TF0787
 TF0787  STATE/COUNTY-  ND/BOTTINEAU
 TF0787  USGS QUAD   -  MAXBASS (1949)
 TF0787
 TF0787                         *CURRENT SURVEY CONTROL
 TF0787  ___________________________________________________________________
 TF0787* NAD 83(1986)-  48 39 08.     (N)    101 08 50.     (W)     SCALED    
 TF0787* NAVD 88     -       456.162  (meters)    1496.59   (feet)  ADJUSTED  
 TF0787  ___________________________________________________________________
 TF0787  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 TF0787  DYNAMIC HT  -         456.257 (meters)    1496.90  (feet)  COMP
 TF0787  MODELED GRAV-     980,804.0   (mgal)                       NAVD 88
 TF0787
 TF0787  VERT ORDER  -  SECOND    CLASS 0
 TF0787
 TF0787.The horizontal coordinates were scaled from a topographic map and have
 TF0787.an estimated accuracy of +/- 6 seconds.
 TF0787
 TF0787.The orthometric height was determined by differential leveling
 TF0787.and adjusted by the National Geodetic Survey in June 1991..
 TF0787
 TF0787.The geoid height was determined by GEOID03.
 TF0787
 TF0787.The dynamic height is computed by dividing the NAVD 88
 TF0787.geopotential number by the normal gravity value computed on the
 TF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0787.degrees latitude (g = 980.6199 gals.).
 TF0787
 TF0787.The modeled gravity was interpolated from observed gravity values.
 TF0787
 TF0787;                    North         East    Units  Estimated Accuracy
 TF0787;SPC ND N     -   183,900.      552,310.      MT  (+/- 180 meters Scaled)
 TF0787
 TF0787                          SUPERSEDED SURVEY CONTROL
 TF0787
 TF0787  NGVD 29 (??/??/92)  455.802  (m)         1495.41   (f) ADJ UNCH    2 0
 TF0787
 TF0787.Superseded values are not recommended for survey control.
 TF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0787.See file dsdata.txt to determine how the superseded data were derived.
 TF0787
 TF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU418910(NAD 83)
 TF0787_MARKER: DB = BENCH MARK DISK
 TF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0787_STAMPING: M 342 1935
 TF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0787+STABILITY: SURFACE MOTION
 TF0787
 TF0787  HISTORY     - Date     Condition        Report By
 TF0787  HISTORY     - 1935     MONUMENTED       CGS
 TF0787
 TF0787                          STATION DESCRIPTION
 TF0787
 TF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0787'4.7 MI S FROM MAXBASS.
 TF0787'4.7 MILES SOUTH ALONG A ROAD FROM THE GREAT NORTHERN RAILWAY STATION
 TF0787'AT MAXBASS, BOTTINEAU COUNTY, AT THE CROSSING OF THE SOO LINE
 TF0787'RAILROAD, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK, 20 FEET WEST
 TF0787'OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A FENCE CORNER, AND
 TF0787'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 342
 TF0787'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1484 ***********************************************************************
 TF1484  DESIGNATION -  M 343
 TF1484  PID         -  TF1484
 TF1484  STATE/COUNTY-  ND/RENVILLE
 TF1484  USGS QUAD   -  GRANO NE (1949)
 TF1484
 TF1484                         *CURRENT SURVEY CONTROL
 TF1484  ___________________________________________________________________
 TF1484* NAD 83(1986)-  48 38 50.     (N)    101 31 00.     (W)     SCALED    
 TF1484* NAVD 88     -       507.556  (meters)    1665.21   (feet)  ADJUSTED  
 TF1484  ___________________________________________________________________
 TF1484  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 TF1484  DYNAMIC HT  -         507.659 (meters)    1665.54  (feet)  COMP
 TF1484  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 TF1484
 TF1484  VERT ORDER  -  SECOND    CLASS 0
 TF1484
 TF1484.The horizontal coordinates were scaled from a topographic map and have
 TF1484.an estimated accuracy of +/- 6 seconds.
 TF1484
 TF1484.The orthometric height was determined by differential leveling
 TF1484.and adjusted by the National Geodetic Survey in June 1991..
 TF1484
 TF1484.The geoid height was determined by GEOID03.
 TF1484
 TF1484.The dynamic height is computed by dividing the NAVD 88
 TF1484.geopotential number by the normal gravity value computed on the
 TF1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1484.degrees latitude (g = 980.6199 gals.).
 TF1484
 TF1484.The modeled gravity was interpolated from observed gravity values.
 TF1484
 TF1484;                    North         East    Units  Estimated Accuracy
 TF1484;SPC ND N     -   183,640.      525,090.      MT  (+/- 180 meters Scaled)
 TF1484
 TF1484                          SUPERSEDED SURVEY CONTROL
 TF1484
 TF1484  NGVD 29 (??/??/92)  507.16   (m)         1663.9    (f) COMPUTED    2 0
 TF1484
 TF1484.Superseded values are not recommended for survey control.
 TF1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1484.See file dsdata.txt to determine how the superseded data were derived.
 TF1484
 TF1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU146912(NAD 83)
 TF1484_MARKER: DB = BENCH MARK DISK
 TF1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1484_STAMPING: M 343 1935
 TF1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1484+STABILITY: SURFACE MOTION
 TF1484
 TF1484  HISTORY     - Date     Condition        Report By
 TF1484  HISTORY     - 1935     MONUMENTED       CGS
 TF1484  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1484
 TF1484                          STATION DESCRIPTION
 TF1484
 TF1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1484'8.0 MI S FROM MOHALL.
 TF1484'8.0 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE INTERSECTION OF
 TF1484'STATE HIGHWAY 5 AT MOHALL, RENVILLE COUNTY, IN THE SOUTHEAST QUARTER
 TF1484'OF A ROAD INTERSECTION, 39 FEET EAST OF THE CENTERLINE OF THE
 TF1484'NORTH-AND-SOUTH ROAD, 38 FEET SOUTH OF THE CENTERLINE OF THE
 TF1484'EAST-AND-WEST ROAD, 2 FEET NORTHEAST OF A POLE, AND ABOUT 1-1/2 FEET
 TF1484'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED M 343 1935 AND SET IN
 TF1484'THE TOP OF A CONCRETE POST.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED
 TF1484'WHEN THE ROAD WAS WIDENED BY THE STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0553 ***********************************************************************
 TF0553  DESIGNATION -  M 344
 TF0553  PID         -  TF0553
 TF0553  STATE/COUNTY-  ND/BOTTINEAU
 TF0553  USGS QUAD   -  NEWBURG (1950)
 TF0553
 TF0553                         *CURRENT SURVEY CONTROL
 TF0553  ___________________________________________________________________
 TF0553* NAD 83(1986)-  48 43 09.     (N)    100 54 29.     (W)     SCALED    
 TF0553* NAVD 88     -       445.656  (meters)    1462.12   (feet)  ADJUSTED  
 TF0553  ___________________________________________________________________
 TF0553  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0553  DYNAMIC HT  -         445.753 (meters)    1462.44  (feet)  COMP
 TF0553  MODELED GRAV-     980,815.0   (mgal)                       NAVD 88
 TF0553
 TF0553  VERT ORDER  -  SECOND    CLASS 0
 TF0553
 TF0553.The horizontal coordinates were scaled from a topographic map and have
 TF0553.an estimated accuracy of +/- 6 seconds.
 TF0553
 TF0553.The orthometric height was determined by differential leveling
 TF0553.and adjusted by the National Geodetic Survey in June 1991..
 TF0553
 TF0553.The geoid height was determined by GEOID03.
 TF0553
 TF0553.The dynamic height is computed by dividing the NAVD 88
 TF0553.geopotential number by the normal gravity value computed on the
 TF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0553.degrees latitude (g = 980.6199 gals.).
 TF0553
 TF0553.The modeled gravity was interpolated from observed gravity values.
 TF0553
 TF0553;                    North         East    Units  Estimated Accuracy
 TF0553;SPC ND N     -   191,230.      569,980.      MT  (+/- 180 meters Scaled)
 TF0553
 TF0553                          SUPERSEDED SURVEY CONTROL
 TF0553
 TF0553  NGVD 29 (??/??/92)  445.28   (m)         1460.9    (f) COMPUTED    2 0
 TF0553
 TF0553.Superseded values are not recommended for survey control.
 TF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0553.See file dsdata.txt to determine how the superseded data were derived.
 TF0553
 TF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU596979(NAD 83)
 TF0553_MARKER: DB = BENCH MARK DISK
 TF0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0553_STAMPING: M 344 1935
 TF0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0553+STABILITY: SURFACE MOTION
 TF0553
 TF0553  HISTORY     - Date     Condition        Report By
 TF0553  HISTORY     - 1935     MONUMENTED       CGS
 TF0553
 TF0553                          STATION DESCRIPTION
 TF0553
 TF0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0553'0.5 MI NE FROM NEWBURG.
 TF0553'0.5 MILE NORTHEAST ALONG A SECTION-LINE ROAD FROM NEWBURG, BOTTINEAU
 TF0553'COUNTY, AT THE NORTHWEST CORNER OF SECTION 6, T. 160 N., R. 79 W., AT
 TF0553'A ROAD INTERSECTION, 57 FEET SOUTH OF THE CENTERLINE OF THE
 TF0553'EAST-AND-WEST ROAD, 30 FEET WEST OF THE CENTERLINE OF THE
 TF0553'NORTH-AND-SOUTH ROAD, 25 FEET SOUTH OF A FENCE CORNER, AND LEVEL WITH
 TF0553'THE ROAD.  A STANDARD DISK, STAMPED M 344 1935 AND SET IN THE TOP OF A
 TF0553'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0265 ***********************************************************************
 TG0265  DESIGNATION -  M 345
 TG0265  PID         -  TG0265
 TG0265  STATE/COUNTY-  ND/BURKE
 TG0265  USGS QUAD   -  BOWBELLS NW (1947)
 TG0265
 TG0265                         *CURRENT SURVEY CONTROL
 TG0265  ___________________________________________________________________
 TG0265* NAD 83(1986)-  48 52 46.     (N)    102 13 05.     (W)     SCALED    
 TG0265* NAVD 88     -       586.565  (meters)    1924.42   (feet)  ADJUSTED  
 TG0265  ___________________________________________________________________
 TG0265  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 TG0265  DYNAMIC HT  -         586.691 (meters)    1924.84  (feet)  COMP
 TG0265  MODELED GRAV-     980,806.9   (mgal)                       NAVD 88
 TG0265
 TG0265  VERT ORDER  -  SECOND    CLASS 0
 TG0265
 TG0265.The horizontal coordinates were scaled from a topographic map and have
 TG0265.an estimated accuracy of +/- 6 seconds.
 TG0265
 TG0265.The orthometric height was determined by differential leveling
 TG0265.and adjusted by the National Geodetic Survey in June 1991..
 TG0265
 TG0265.The geoid height was determined by GEOID03.
 TG0265
 TG0265.The dynamic height is computed by dividing the NAVD 88
 TG0265.geopotential number by the normal gravity value computed on the
 TG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0265.degrees latitude (g = 980.6199 gals.).
 TG0265
 TG0265.The modeled gravity was interpolated from observed gravity values.
 TG0265
 TG0265;                    North         East    Units  Estimated Accuracy
 TG0265;SPC ND N     -   210,380.      473,990.      MT  (+/- 180 meters Scaled)
 TG0265
 TG0265                          SUPERSEDED SURVEY CONTROL
 TG0265
 TG0265  NGVD 29 (??/??/92)  586.178  (m)         1923.15   (f) ADJ UNCH    2 0
 TG0265
 TG0265.Superseded values are not recommended for survey control.
 TG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0265.See file dsdata.txt to determine how the superseded data were derived.
 TG0265
 TG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ039177(NAD 83)
 TG0265_MARKER: DB = BENCH MARK DISK
 TG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0265_STAMPING: M 345 1935
 TG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0265+STABILITY: SURFACE MOTION
 TG0265
 TG0265  HISTORY     - Date     Condition        Report By
 TG0265  HISTORY     - 1935     MONUMENTED       CGS
 TG0265  HISTORY     - 1963     GOOD             NGS
 TG0265
 TG0265                          STATION DESCRIPTION
 TG0265
 TG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0265'6.6 MI N FROM BOWBELLS.
 TG0265'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0265'RAILROAD STATION AT BOWBELLS, THENCE 5.0 MILES NORTH ALONG U. S.
 TG0265'HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, THENCE 1.0 MILES EAST ALONG A
 TG0265'GRAVELED ROAD, AT A ROAD INTERSECTION, IN SECTION 10, T 162 N, R 89 W,
 TG0265'64 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION, 53 FEET SOUTH OF
 TG0265'THE CENTER LINE OF THE ROAD, 37 FEET WEST OF THE CENTER LINE OF A
 TG0265'NORTH-SOUTH ROAD, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL
 TG0265'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 TG0265'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0711 ***********************************************************************
 TF0711  DESIGNATION -  M 346
 TF0711  PID         -  TF0711
 TF0711  STATE/COUNTY-  ND/BOTTINEAU
 TF0711  USGS QUAD   -  ANTLER (1971)
 TF0711
 TF0711                         *CURRENT SURVEY CONTROL
 TF0711  ___________________________________________________________________
 TF0711* NAD 83(1986)-  48 57 57.     (N)    101 21 57.     (W)     SCALED    
 TF0711* NAVD 88     -       477.807  (meters)    1567.61   (feet)  ADJUSTED  
 TF0711  ___________________________________________________________________
 TF0711  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 TF0711  DYNAMIC HT  -         477.923 (meters)    1567.99  (feet)  COMP
 TF0711  MODELED GRAV-     980,837.2   (mgal)                       NAVD 88
 TF0711
 TF0711  VERT ORDER  -  SECOND    CLASS 0
 TF0711
 TF0711.The horizontal coordinates were scaled from a topographic map and have
 TF0711.an estimated accuracy of +/- 6 seconds.
 TF0711
 TF0711.The orthometric height was determined by differential leveling
 TF0711.and adjusted by the National Geodetic Survey in June 1991..
 TF0711
 TF0711.The geoid height was determined by GEOID03.
 TF0711
 TF0711.The dynamic height is computed by dividing the NAVD 88
 TF0711.geopotential number by the normal gravity value computed on the
 TF0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0711.degrees latitude (g = 980.6199 gals.).
 TF0711
 TF0711.The modeled gravity was interpolated from observed gravity values.
 TF0711
 TF0711;                    North         East    Units  Estimated Accuracy
 TF0711;SPC ND N     -   218,930.      536,600.      MT  (+/- 180 meters Scaled)
 TF0711
 TF0711                          SUPERSEDED SURVEY CONTROL
 TF0711
 TF0711  NGVD 29 (??/??/92)  477.44   (m)         1566.4    (f) COMPUTED    2 0
 TF0711
 TF0711.Superseded values are not recommended for survey control.
 TF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0711.See file dsdata.txt to determine how the superseded data were derived.
 TF0711
 TF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV268263(NAD 83)
 TF0711_MARKER: DB = BENCH MARK DISK
 TF0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0711_STAMPING: M 346 1935
 TF0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0711+STABILITY: SURFACE MOTION
 TF0711
 TF0711  HISTORY     - Date     Condition        Report By
 TF0711  HISTORY     - 1935     MONUMENTED       CGS
 TF0711  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0711
 TF0711                          STATION DESCRIPTION
 TF0711
 TF0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0711'12.5 MI E FROM SHERWOOD.
 TF0711'IN BOTTINEAU COUNTY, 0.5 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE
 TF0711'CROSSING OF THE GREAT NORTHERN RAILWAY AT SHERWOOD, RENVILLE COUNTY,
 TF0711'12.0 MILE EAST ALONG A SECTION-LINE ROAD.  3.0 MILES WEST OF THE
 TF0711'INTERSECTION OF STATE HIGHWAY 39 AT ANTLER, BOTTINEAU COUNTY, AT A
 TF0711'ROAD INTERSECTION, 50 FEET EAST OF THE CENTERLINE OF THE
 TF0711'NORTH-AND-SOUTH ROAD, AND 39 FEET NORTH OF THE CENTERLINE OF THE
 TF0711'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED M 346 1935 AND SET IN
 TF0711'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0517 ***********************************************************************
 TF0517  DESIGNATION -  M 347
 TF0517  PID         -  TF0517
 TF0517  STATE/COUNTY-  ND/BOTTINEAU
 TF0517  USGS QUAD   -  ROTH (1954)
 TF0517
 TF0517                         *CURRENT SURVEY CONTROL
 TF0517  ___________________________________________________________________
 TF0517* NAD 83(1986)-  48 54 28.     (N)    100 47 51.     (W)     SCALED    
 TF0517* NAVD 88     -       456.748  (meters)    1498.51   (feet)  ADJUSTED  
 TF0517  ___________________________________________________________________
 TF0517  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 TF0517  DYNAMIC HT  -         456.857 (meters)    1498.87  (feet)  COMP
 TF0517  MODELED GRAV-     980,833.9   (mgal)                       NAVD 88
 TF0517
 TF0517  VERT ORDER  -  SECOND    CLASS 0
 TF0517
 TF0517.The horizontal coordinates were scaled from a topographic map and have
 TF0517.an estimated accuracy of +/- 6 seconds.
 TF0517
 TF0517.The orthometric height was determined by differential leveling
 TF0517.and adjusted by the National Geodetic Survey in June 1991..
 TF0517
 TF0517.The geoid height was determined by GEOID03.
 TF0517
 TF0517.The dynamic height is computed by dividing the NAVD 88
 TF0517.geopotential number by the normal gravity value computed on the
 TF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0517.degrees latitude (g = 980.6199 gals.).
 TF0517
 TF0517.The modeled gravity was interpolated from observed gravity values.
 TF0517
 TF0517;                    North         East    Units  Estimated Accuracy
 TF0517;SPC ND N     -   212,160.      578,190.      MT  (+/- 180 meters Scaled)
 TF0517
 TF0517                          SUPERSEDED SURVEY CONTROL
 TF0517
 TF0517  NGVD 29 (??/??/92)  456.386  (m)         1497.33   (f) ADJ UNCH    2 0
 TF0517
 TF0517.Superseded values are not recommended for survey control.
 TF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0517.See file dsdata.txt to determine how the superseded data were derived.
 TF0517
 TF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV682187(NAD 83)
 TF0517_MARKER: DB = BENCH MARK DISK
 TF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0517_STAMPING: M 347 1935
 TF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0517+STABILITY: SURFACE MOTION
 TF0517
 TF0517  HISTORY     - Date     Condition        Report By
 TF0517  HISTORY     - 1935     MONUMENTED       CGS
 TF0517  HISTORY     - 1953     GOOD             NGS
 TF0517
 TF0517                          STATION DESCRIPTION
 TF0517
 TF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 TF0517'IN ROTH.
 TF0517'AT ROTH, BOTTINEAU COUNTY, 11 POLES EAST OF THE GREAT NORTHERN RAILWAY
 TF0517'STATION, AT A ROAD CROSSING, 68 FEET SOUTH OF THE CENTERLINE OF THE
 TF0517'TRACK, 42 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 36
 TF0517'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 6 FEET
 TF0517'NORTHWEST OF A POWER LINE POLE.  A STANDARD DISK, STAMPED M 347 1935
 TF0517'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0525 ***********************************************************************
 TF0525  DESIGNATION -  M 348
 TF0525  PID         -  TF0525
 TF0525  STATE/COUNTY-  ND/MCHENRY
 TF0525  USGS QUAD   -  UPHAM (1950)
 TF0525
 TF0525                         *CURRENT SURVEY CONTROL
 TF0525  ___________________________________________________________________
 TF0525* NAD 83(1986)-  48 34 55.     (N)    100 43 29.     (W)     SCALED    
 TF0525* NAVD 88     -       440.724  (meters)    1445.94   (feet)  ADJUSTED  
 TF0525  ___________________________________________________________________
 TF0525  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0525  DYNAMIC HT  -         440.815 (meters)    1446.24  (feet)  COMP
 TF0525  MODELED GRAV-     980,804.1   (mgal)                       NAVD 88
 TF0525
 TF0525  VERT ORDER  -  SECOND    CLASS 0
 TF0525
 TF0525.The horizontal coordinates were scaled from a topographic map and have
 TF0525.an estimated accuracy of +/- 6 seconds.
 TF0525
 TF0525.The orthometric height was determined by differential leveling
 TF0525.and adjusted by the National Geodetic Survey in June 1991..
 TF0525
 TF0525.The geoid height was determined by GEOID03.
 TF0525
 TF0525.The dynamic height is computed by dividing the NAVD 88
 TF0525.geopotential number by the normal gravity value computed on the
 TF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0525.degrees latitude (g = 980.6199 gals.).
 TF0525
 TF0525.The modeled gravity was interpolated from observed gravity values.
 TF0525
 TF0525;                    North         East    Units  Estimated Accuracy
 TF0525;SPC ND N     -   175,910.      583,420.      MT  (+/- 180 meters Scaled)
 TF0525
 TF0525                          SUPERSEDED SURVEY CONTROL
 TF0525
 TF0525  NGVD 29 (??/??/92)  440.352  (m)         1444.72   (f) ADJ UNCH    2 0
 TF0525
 TF0525.Superseded values are not recommended for survey control.
 TF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0525.See file dsdata.txt to determine how the superseded data were derived.
 TF0525
 TF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU727824(NAD 83)
 TF0525_MARKER: DB = BENCH MARK DISK
 TF0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0525_STAMPING: M-348 1935
 TF0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0525+STABILITY: SURFACE MOTION
 TF0525
 TF0525  HISTORY     - Date     Condition        Report By
 TF0525  HISTORY     - 1935     MONUMENTED       CGS
 TF0525
 TF0525                          STATION DESCRIPTION
 TF0525
 TF0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0525'IN UPHAM.
 TF0525'ALONG STATE HIWAY NO. 14, AT CROSSING OF EAST-WEST ROAD LEADING TO
 TF0525'MAIN STREET.  SET 35 FT NORTH FROM CENTERLINE OF CROSSING, 30 FT
 TF0525'NORTHEAST OF CENTERLINE OF HIWAY, 5 FT SOUTH OF TELEPHONE POLE.  10 FT
 TF0525'WEST OF RIGHT OF WAY FENCE CORNER IN LINE WITH NORTH ROAD-LINE FENCE
 TF0525'AND 3 FT BELOW HIWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0526 ***********************************************************************
 TF0526  DESIGNATION -  M 348 RESET
 TF0526  PID         -  TF0526
 TF0526  STATE/COUNTY-  ND/MCHENRY
 TF0526  USGS QUAD   -  UPHAM (1950)
 TF0526
 TF0526                         *CURRENT SURVEY CONTROL
 TF0526  ___________________________________________________________________
 TF0526* NAD 83(1986)-  48 34 55.     (N)    100 43 29.     (W)     SCALED    
 TF0526* NAVD 88     -       441.70   (+/-2cm)    1449.1    (feet)  VERTCON   
 TF0526  ___________________________________________________________________
 TF0526  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0526
 TF0526  VERT ORDER  -  THIRD (See Below)
 TF0526
 TF0526.The horizontal coordinates were scaled from a topographic map and have
 TF0526.an estimated accuracy of +/- 6 seconds.
 TF0526
 TF0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0526.The vertical order pertains to the NGVD 29 superseded value.
 TF0526
 TF0526.The geoid height was determined by GEOID03.
 TF0526
 TF0526;                    North         East    Units  Estimated Accuracy
 TF0526;SPC ND N     -   175,910.      583,420.      MT  (+/- 180 meters Scaled)
 TF0526
 TF0526                          SUPERSEDED SURVEY CONTROL
 TF0526
 TF0526  NGVD 29 (11/04/04)  441.33   (m)         1447.9    (f) RESET       3  
 TF0526
 TF0526.Superseded values are not recommended for survey control.
 TF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0526.See file dsdata.txt to determine how the superseded data were derived.
 TF0526
 TF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU727824(NAD 83)
 TF0526_MARKER: DB = BENCH MARK DISK
 TF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0526_STAMPING: M 348 RESET 1956
 TF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0526+STABILITY: SURFACE MOTION
 TF0526
 TF0526  HISTORY     - Date     Condition        Report By
 TF0526  HISTORY     - 1956     MONUMENTED       CGS
 TF0526
 TF0526                          STATION DESCRIPTION
 TF0526
 TF0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TF0526'IN UPHAM.
 TF0526'AT UPHAM, MCHENRY COUNTY, ON STATE HIGHWAY 14, AT THE INTERSECTION OF
 TF0526'A ROAD LEADING TO MAIN STREET, TO THE NORTHEAST OF THE INTERNATIONAL
 TF0526'ELEVATOR, 100 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.5
 TF0526'FEET NORTHWEST OF A POWER LINE POLE.  A STANDARD DISK, STAMPED M 348
 TF0526'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0802 ***********************************************************************
 TF0802  DESIGNATION -  M 349
 TF0802  PID         -  TF0802
 TF0802  STATE/COUNTY-  ND/RENVILLE
 TF0802  USGS QUAD   -  ECKMAN SE (1977)
 TF0802
 TF0802                         *CURRENT SURVEY CONTROL
 TF0802  ___________________________________________________________________
 TF0802* NAD 83(1986)-  48 30 06.     (N)    101 06 13.     (W)     SCALED    
 TF0802* NAVD 88     -       465.500  (meters)    1527.23   (feet)  ADJUSTED  
 TF0802  ___________________________________________________________________
 TF0802  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TF0802  DYNAMIC HT  -         465.591 (meters)    1527.53  (feet)  COMP
 TF0802  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TF0802
 TF0802  VERT ORDER  -  SECOND    CLASS 0
 TF0802
 TF0802.The horizontal coordinates were scaled from a topographic map and have
 TF0802.an estimated accuracy of +/- 6 seconds.
 TF0802
 TF0802.The orthometric height was determined by differential leveling
 TF0802.and adjusted by the National Geodetic Survey in June 1991..
 TF0802
 TF0802.The geoid height was determined by GEOID03.
 TF0802
 TF0802.The dynamic height is computed by dividing the NAVD 88
 TF0802.geopotential number by the normal gravity value computed on the
 TF0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0802.degrees latitude (g = 980.6199 gals.).
 TF0802
 TF0802.The modeled gravity was interpolated from observed gravity values.
 TF0802
 TF0802;                    North         East    Units  Estimated Accuracy
 TF0802;SPC ND N     -   167,140.      555,400.      MT  (+/- 180 meters Scaled)
 TF0802
 TF0802                          SUPERSEDED SURVEY CONTROL
 TF0802
 TF0802  NGVD 29 (??/??/92)  465.133  (m)         1526.02   (f) ADJ UNCH    2 0
 TF0802
 TF0802.Superseded values are not recommended for survey control.
 TF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0802.See file dsdata.txt to determine how the superseded data were derived.
 TF0802
 TF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU446741(NAD 83)
 TF0802_MARKER: DB = BENCH MARK DISK
 TF0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0802_STAMPING: M-349 1935
 TF0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0802+STABILITY: SURFACE MOTION
 TF0802
 TF0802  HISTORY     - Date     Condition        Report By
 TF0802  HISTORY     - 1935     MONUMENTED       CGS
 TF0802
 TF0802                          STATION DESCRIPTION
 TF0802
 TF0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0802'4.8 MI E FROM GLENBURN.
 TF0802'4.8 MILES EAST OF INTERSECTION OF STA. HWY 17 AND GN RWY AT ALONG
 TF0802'STATE HIWAY NO. 17, AT NORTHEAST CORNER OF SECTION 22, TOWNSHIP 158,
 TF0802'RANGE 81.  AT NORTH-SOUTH ROAD CROSSING.  SET 33 FT WEST OF CENTERLINE
 TF0802'OF CROSSING, THENCE 54 FT SOUTH OF CENTERLINE OF HIWAY.  5 FT
 TF0802'NORTHWEST OF TELEPHONE POLE AND 3 FT WEST OF LINE OF POLES.  1 FOOT
 TF0802'BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0803 ***********************************************************************
 TF0803  DESIGNATION -  M 349 RESET
 TF0803  PID         -  TF0803
 TF0803  STATE/COUNTY-  ND/RENVILLE
 TF0803  USGS QUAD   -  ECKMAN SE (1977)
 TF0803
 TF0803                         *CURRENT SURVEY CONTROL
 TF0803  ___________________________________________________________________
 TF0803* NAD 83(1986)-  48 30 06.     (N)    101 06 13.     (W)     SCALED    
 TF0803* NAVD 88     -       465.53   (+/-2cm)    1527.3    (feet)  VERTCON   
 TF0803  ___________________________________________________________________
 TF0803  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 TF0803
 TF0803  VERT ORDER  -  THIRD (See Below)
 TF0803
 TF0803.The horizontal coordinates were scaled from a topographic map and have
 TF0803.an estimated accuracy of +/- 6 seconds.
 TF0803
 TF0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0803.The vertical order pertains to the NGVD 29 superseded value.
 TF0803
 TF0803.The geoid height was determined by GEOID03.
 TF0803
 TF0803;                    North         East    Units  Estimated Accuracy
 TF0803;SPC ND N     -   167,140.      555,400.      MT  (+/- 180 meters Scaled)
 TF0803
 TF0803                          SUPERSEDED SURVEY CONTROL
 TF0803
 TF0803  NGVD 29 (11/04/04)  465.17   (m)         1526.1    (f) RESET       3  
 TF0803
 TF0803.Superseded values are not recommended for survey control.
 TF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0803.See file dsdata.txt to determine how the superseded data were derived.
 TF0803
 TF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU446741(NAD 83)
 TF0803_MARKER: DB = BENCH MARK DISK
 TF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0803_STAMPING: M 349 RESET 1961
 TF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0803+STABILITY: SURFACE MOTION
 TF0803
 TF0803  HISTORY     - Date     Condition        Report By
 TF0803  HISTORY     - 1961     MONUMENTED       CGS
 TF0803
 TF0803                          STATION DESCRIPTION
 TF0803
 TF0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 TF0803'4.8 MI E FROM GLENBURN.
 TF0803'THIS MARK IS LOCATED 4.8 MILES EAST ALONG THE BANTRY ROAD FROM THE
 TF0803'CROSSING OF THE GREAT NORTHERN RAILWAY TO THE SOUTHEAST OF GLENBURN,
 TF0803'AT THE NORTHEAST CORNER OF SECTION 22, T. 158 N., R. 81 W., 76 FEET
 TF0803'SOUTH OF THE CENTERLINE OF THE BANTRY ROAD, 33 FEET WEST OF THE
 TF0803'CENTERLINE OF THE NORTH-SOUTH ROAD, AND 1 FOOT WEST OF THE ROAD BANK,
 TF0803'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0186 ***********************************************************************
 RQ0186  DESIGNATION -  M 35
 RQ0186  PID         -  RQ0186
 RQ0186  STATE/COUNTY-  ND/DICKEY
 RQ0186  USGS QUAD   -  MONANGO SW (1982)
 RQ0186
 RQ0186                         *CURRENT SURVEY CONTROL
 RQ0186  ___________________________________________________________________
 RQ0186* NAD 83(1986)-  46 00 11.     (N)    098 40 21.     (W)     SCALED    
 RQ0186* NAVD 88     -       452.588  (meters)    1484.87   (feet)  ADJUSTED  
 RQ0186  ___________________________________________________________________
 RQ0186  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 RQ0186  DYNAMIC HT  -         452.572 (meters)    1484.81  (feet)  COMP
 RQ0186  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 RQ0186
 RQ0186  VERT ORDER  -  SECOND    CLASS 0
 RQ0186
 RQ0186.The horizontal coordinates were scaled from a topographic map and have
 RQ0186.an estimated accuracy of +/- 6 seconds.
 RQ0186
 RQ0186.The orthometric height was determined by differential leveling
 RQ0186.and adjusted by the National Geodetic Survey in June 1991..
 RQ0186
 RQ0186.The geoid height was determined by GEOID03.
 RQ0186
 RQ0186.The dynamic height is computed by dividing the NAVD 88
 RQ0186.geopotential number by the normal gravity value computed on the
 RQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0186.degrees latitude (g = 980.6199 gals.).
 RQ0186
 RQ0186.The modeled gravity was interpolated from observed gravity values.
 RQ0186
 RQ0186;                    North         East    Units  Estimated Accuracy
 RQ0186;SPC ND S     -    39,040.      741,550.      MT  (+/- 180 meters Scaled)
 RQ0186
 RQ0186                          SUPERSEDED SURVEY CONTROL
 RQ0186
 RQ0186  NGVD 29 (??/??/92)  452.219  (m)         1483.66   (f) ADJ UNCH    2 0
 RQ0186
 RQ0186.Superseded values are not recommended for survey control.
 RQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0186.See file dsdata.txt to determine how the superseded data were derived.
 RQ0186
 RQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR253944(NAD 83)
 RQ0186_MARKER: DB = BENCH MARK DISK
 RQ0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0186_SP_SET: GUARD RAIL
 RQ0186_STAMPING: M-35 1934
 RQ0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0186
 RQ0186  HISTORY     - Date     Condition        Report By
 RQ0186  HISTORY     - 1934     MONUMENTED       CGS
 RQ0186
 RQ0186                          STATION DESCRIPTION
 RQ0186
 RQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0186'6.9 MI W FROM ELLENDALE.
 RQ0186'6.9 MILES WEST OF DEPOT AT, ALONG STATE HIGHWAY NO. 11 AT 55 FOOT
 RQ0186'CONCRETE DECK BRIDGE AT BASE OF HILL ON CURVE.  SET IN THE WEST END OF
 RQ0186'THE NORTH GUARD RAIL, 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0793 ***********************************************************************
 TF0793  DESIGNATION -  M 350
 TF0793  PID         -  TF0793
 TF0793  STATE/COUNTY-  ND/MCHENRY
 TF0793  USGS QUAD   -  ECKMAN SE (1977)
 TF0793
 TF0793                         *CURRENT SURVEY CONTROL
 TF0793  ___________________________________________________________________
 TF0793* NAD 83(1986)-  48 37 05.     (N)    101 02 17.     (W)     SCALED    
 TF0793* NAVD 88     -       458.011  (meters)    1502.66   (feet)  ADJUSTED  
 TF0793  ___________________________________________________________________
 TF0793  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 TF0793  DYNAMIC HT  -         458.106 (meters)    1502.97  (feet)  COMP
 TF0793  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 TF0793
 TF0793  VERT ORDER  -  SECOND    CLASS 0
 TF0793
 TF0793.The horizontal coordinates were scaled from a topographic map and have
 TF0793.an estimated accuracy of +/- 6 seconds.
 TF0793
 TF0793.The orthometric height was determined by differential leveling
 TF0793.and adjusted by the National Geodetic Survey in June 1991..
 TF0793
 TF0793.The geoid height was determined by GEOID03.
 TF0793
 TF0793.The dynamic height is computed by dividing the NAVD 88
 TF0793.geopotential number by the normal gravity value computed on the
 TF0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0793.degrees latitude (g = 980.6199 gals.).
 TF0793
 TF0793.The modeled gravity was interpolated from observed gravity values.
 TF0793
 TF0793;                    North         East    Units  Estimated Accuracy
 TF0793;SPC ND N     -   180,040.      560,330.      MT  (+/- 180 meters Scaled)
 TF0793
 TF0793                          SUPERSEDED SURVEY CONTROL
 TF0793
 TF0793  NGVD 29 (??/??/92)  457.624  (m)         1501.39   (f) ADJ UNCH    2 0
 TF0793
 TF0793.Superseded values are not recommended for survey control.
 TF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0793.See file dsdata.txt to determine how the superseded data were derived.
 TF0793
 TF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU497870(NAD 83)
 TF0793_MARKER: DB = BENCH MARK DISK
 TF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0793_STAMPING: M 350 1935
 TF0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0793+STABILITY: SURFACE MOTION
 TF0793
 TF0793  HISTORY     - Date     Condition        Report By
 TF0793  HISTORY     - 1935     MONUMENTED       CGS
 TF0793
 TF0793                          STATION DESCRIPTION
 TF0793
 TF0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0793'4.0 MI S FROM ECKMAN.
 TF0793'IN MCHENRY COUNTY, 4.0 MILES SOUTH ALONG THE DEERING ROAD FROM THE SOO
 TF0793'LINE RAILROAD STATION AT ECKMAN, BOTTINEAU COUNTY, AT THE SOUTHWEST
 TF0793'CORNER OF SECTION 5, T 159 N, R 80 W, AT A ROAD INTERSECTION, 36 FEET
 TF0793'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 33 FEET EAST OF THE
 TF0793'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 6 FEET NORTHEAST OF A ROAD
 TF0793'MARKER, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M 350 1935
 TF0793'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1425 ***********************************************************************
 TG1425  DESIGNATION -  M 354
 TG1425  PID         -  TG1425
 TG1425  STATE/COUNTY-  ND/WILLIAMS
 TG1425  USGS QUAD   -  TRENTON SW (1968)
 TG1425
 TG1425                         *CURRENT SURVEY CONTROL
 TG1425  ___________________________________________________________________
 TG1425* NAD 83(1986)-  48 01 38.     (N)    103 59 21.     (W)     SCALED    
 TG1425* NAVD 88     -       626.173  (meters)    2054.37   (feet)  ADJUSTED  
 TG1425  ___________________________________________________________________
 TG1425  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 TG1425  DYNAMIC HT  -         626.233 (meters)    2054.57  (feet)  COMP
 TG1425  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 TG1425
 TG1425  VERT ORDER  -  SECOND    CLASS 0
 TG1425
 TG1425.The horizontal coordinates were scaled from a topographic map and have
 TG1425.an estimated accuracy of +/- 6 seconds.
 TG1425
 TG1425.The orthometric height was determined by differential leveling
 TG1425.and adjusted by the National Geodetic Survey in June 1991..
 TG1425
 TG1425.The geoid height was determined by GEOID03.
 TG1425
 TG1425.The dynamic height is computed by dividing the NAVD 88
 TG1425.geopotential number by the normal gravity value computed on the
 TG1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1425.degrees latitude (g = 980.6199 gals.).
 TG1425
 TG1425.The modeled gravity was interpolated from observed gravity values.
 TG1425
 TG1425;                    North         East    Units  Estimated Accuracy
 TG1425;SPC ND N     -   120,100.      339,860.      MT  (+/- 180 meters Scaled)
 TG1425
 TG1425                          SUPERSEDED SURVEY CONTROL
 TG1425
 TG1425  NGVD 29 (??/??/92)  625.640  (m)         2052.62   (f) ADJ UNCH    2 0
 TG1425
 TG1425.Superseded values are not recommended for survey control.
 TG1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1425.See file dsdata.txt to determine how the superseded data were derived.
 TG1425
 TG1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP753198(NAD 83)
 TG1425_MARKER: DB = BENCH MARK DISK
 TG1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1425_SP_SET: CULVERT
 TG1425_STAMPING: M-354 1935
 TG1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1425
 TG1425  HISTORY     - Date     Condition        Report By
 TG1425  HISTORY     - 1935     MONUMENTED       CGS
 TG1425  HISTORY     - 1967     MARK NOT FOUND   USGS
 TG1425
 TG1425                          STATION DESCRIPTION
 TG1425
 TG1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1425'2.0 MI N FROM FORT BUFORD.
 TG1425'2.0 MILES NORTH OF THE DEPOT.  ALONG THE ROAD NORTH FROM FORT BUFORD
 TG1425'TO THE INTERSECTION WITH U.S. HIGHWAY NO. 2.  AT 20 FOOT ROAD BRIDGE
 TG1425'OVER SMALL CREEK.  SET IN SOUTH END OF THE SOUTH WINGWALL.  13 FEET
 TG1425'WEST OF CENTERLINE OF THE ROAD.  1 1/2 FEET BELOW ROAD LEVEL.  NOTE--
 TG1425'RD. HAS BEEN REBUILT AND REROUTED.
 TG1425
 TG1425                          STATION RECOVERY (1967)
 TG1425
 TG1425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1518 ***********************************************************************
 TG1518  DESIGNATION -  M 355
 TG1518  PID         -  TG1518
 TG1518  STATE/COUNTY-  ND/WILLIAMS
 TG1518  USGS QUAD   -  GRENORA (1948)
 TG1518
 TG1518                         *CURRENT SURVEY CONTROL
 TG1518  ___________________________________________________________________
 TG1518* NAD 83(1986)-  48 36 57.     (N)    103 56 17.     (W)     SCALED    
 TG1518* NAVD 88     -       642.093  (meters)    2106.60   (feet)  ADJUSTED  
 TG1518  ___________________________________________________________________
 TG1518  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 TG1518  DYNAMIC HT  -         642.195 (meters)    2106.93  (feet)  COMP
 TG1518  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 TG1518
 TG1518  VERT ORDER  -  SECOND    CLASS 0
 TG1518
 TG1518.The horizontal coordinates were scaled from a topographic map and have
 TG1518.an estimated accuracy of +/- 6 seconds.
 TG1518
 TG1518.The orthometric height was determined by differential leveling
 TG1518.and adjusted by the National Geodetic Survey in June 1991..
 TG1518
 TG1518.The geoid height was determined by GEOID03.
 TG1518
 TG1518.The dynamic height is computed by dividing the NAVD 88
 TG1518.geopotential number by the normal gravity value computed on the
 TG1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1518.degrees latitude (g = 980.6199 gals.).
 TG1518
 TG1518.The modeled gravity was interpolated from observed gravity values.
 TG1518
 TG1518;                    North         East    Units  Estimated Accuracy
 TG1518;SPC ND N     -   185,310.      346,590.      MT  (+/- 180 meters Scaled)
 TG1518
 TG1518                          SUPERSEDED SURVEY CONTROL
 TG1518
 TG1518  NGVD 29 (??/??/92)  641.587  (m)         2104.94   (f) ADJ UNCH    2 0
 TG1518
 TG1518.Superseded values are not recommended for survey control.
 TG1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1518.See file dsdata.txt to determine how the superseded data were derived.
 TG1518
 TG1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP782852(NAD 83)
 TG1518_MARKER: DB = BENCH MARK DISK
 TG1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1518_STAMPING: M-355 1935
 TG1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1518+STABILITY: SURFACE MOTION
 TG1518
 TG1518  HISTORY     - Date     Condition        Report By
 TG1518  HISTORY     - 1935     MONUMENTED       CGS
 TG1518  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1518
 TG1518                          STATION DESCRIPTION
 TG1518
 TG1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1518'IN GRENORA.
 TG1518'AT THE GREAT NORTHERN RAILWAY DEPOT.  SET 9 FT EAST OF LINE OF EAST
 TG1518'END OF DEPOT.  93 FT SOUTH OF CENTERLINE OF MAIN TRACK, 150 FT WEST OF
 TG1518'CENTERLINE OF MAIN STREET CROSSING, 4 FT NORTHWEST OF TELEGRAPH POLE
 TG1518'GUY POLE, AT TRACK LEVEL.
 TG1518
 TG1518                          STATION RECOVERY (1981)
 TG1518
 TG1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1118 ***********************************************************************
 TG1118  DESIGNATION -  M 356
 TG1118  PID         -  TG1118
 TG1118  STATE/COUNTY-  ND/WILLIAMS
 TG1118  USGS QUAD   -  CORINTH (1978)
 TG1118
 TG1118                         *CURRENT SURVEY CONTROL
 TG1118  ___________________________________________________________________
 TG1118* NAD 83(1986)-  48 36 14.     (N)    103 20 38.     (W)     SCALED    
 TG1118* NAVD 88     -       662.471  (meters)    2173.46   (feet)  ADJUSTED  
 TG1118  ___________________________________________________________________
 TG1118  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1118  DYNAMIC HT  -         662.580 (meters)    2173.81  (feet)  COMP
 TG1118  MODELED GRAV-     980,753.1   (mgal)                       NAVD 88
 TG1118
 TG1118  VERT ORDER  -  SECOND    CLASS 0
 TG1118
 TG1118.The horizontal coordinates were scaled from a topographic map and have
 TG1118.an estimated accuracy of +/- 6 seconds.
 TG1118
 TG1118.The orthometric height was determined by differential leveling
 TG1118.and adjusted by the National Geodetic Survey in June 1991..
 TG1118
 TG1118.The geoid height was determined by GEOID03.
 TG1118
 TG1118.The dynamic height is computed by dividing the NAVD 88
 TG1118.geopotential number by the normal gravity value computed on the
 TG1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1118.degrees latitude (g = 980.6199 gals.).
 TG1118
 TG1118.The modeled gravity was interpolated from observed gravity values.
 TG1118
 TG1118;                    North         East    Units  Estimated Accuracy
 TG1118;SPC ND N     -   182,200.      390,320.      MT  (+/- 180 meters Scaled)
 TG1118
 TG1118                          SUPERSEDED SURVEY CONTROL
 TG1118
 TG1118  NGVD 29 (??/??/92)  661.996  (m)         2171.90   (f) ADJ UNCH    2 0
 TG1118
 TG1118.Superseded values are not recommended for survey control.
 TG1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1118.See file dsdata.txt to determine how the superseded data were derived.
 TG1118
 TG1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP220847(NAD 83)
 TG1118_MARKER: DB = BENCH MARK DISK
 TG1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1118_STAMPING: M-356 1935
 TG1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1118+STABILITY: SURFACE MOTION
 TG1118
 TG1118  HISTORY     - Date     Condition        Report By
 TG1118  HISTORY     - 1935     MONUMENTED       CGS
 TG1118
 TG1118                          STATION DESCRIPTION
 TG1118
 TG1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1118'0.9 MI W FROM CORINTH.
 TG1118'0.9 MILES WEST OF DEPOT AT ALONG THE GREAT NORTHERN RAILROAD AT
 TG1118'EAST-WEST ROAD CROSSING, 5 AND 2 THIRDS POLES SOUTHWEST OF MILEPOLE
 TG1118'58.  SET 33 FT EAST OF CENTERLINE OF CROSSING, THENCE 28 FT SOUTH OF
 TG1118'CENTERLINE OF ROAD.  4 FT SOUTH OF POWER LINE POLE, 3 1/2 FT NORTH OF
 TG1118'RIGHT OF WAY FENCE AND 1 FOOT ABOVE RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1513 ***********************************************************************
 TG1513  DESIGNATION -  M 357
 TG1513  PID         -  TG1513
 TG1513  STATE/COUNTY-  ND/WILLIAMS
 TG1513  USGS QUAD   -  HANKS (1948)
 TG1513
 TG1513                         *CURRENT SURVEY CONTROL
 TG1513  ___________________________________________________________________
 TG1513* NAD 83(1986)-  48 31 44.     (N)    103 47 52.     (W)     SCALED    
 TG1513* NAVD 88     -       665.583  (meters)    2183.67   (feet)  ADJUSTED  
 TG1513  ___________________________________________________________________
 TG1513  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 TG1513  DYNAMIC HT  -         665.678 (meters)    2183.98  (feet)  COMP
 TG1513  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 TG1513
 TG1513  VERT ORDER  -  SECOND    CLASS 0
 TG1513
 TG1513.The horizontal coordinates were scaled from a topographic map and have
 TG1513.an estimated accuracy of +/- 6 seconds.
 TG1513
 TG1513.The orthometric height was determined by differential leveling
 TG1513.and adjusted by the National Geodetic Survey in June 1991..
 TG1513
 TG1513.The geoid height was determined by GEOID03.
 TG1513
 TG1513.The dynamic height is computed by dividing the NAVD 88
 TG1513.geopotential number by the normal gravity value computed on the
 TG1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1513.degrees latitude (g = 980.6199 gals.).
 TG1513
 TG1513.The modeled gravity was interpolated from observed gravity values.
 TG1513
 TG1513;                    North         East    Units  Estimated Accuracy
 TG1513;SPC ND N     -   175,200.      356,510.      MT  (+/- 180 meters Scaled)
 TG1513
 TG1513                          SUPERSEDED SURVEY CONTROL
 TG1513
 TG1513  NGVD 29 (??/??/92)  665.076  (m)         2182.00   (f) ADJ UNCH    2 0
 TG1513
 TG1513.Superseded values are not recommended for survey control.
 TG1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1513.See file dsdata.txt to determine how the superseded data were derived.
 TG1513
 TG1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP887757(NAD 83)
 TG1513_MARKER: DB = BENCH MARK DISK
 TG1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1513_STAMPING: M-357 1935
 TG1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1513+STABILITY: SURFACE MOTION
 TG1513
 TG1513  HISTORY     - Date     Condition        Report By
 TG1513  HISTORY     - 1935     MONUMENTED       CGS
 TG1513
 TG1513                          STATION DESCRIPTION
 TG1513
 TG1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1513'5.4 MI SE FROM HANKS.
 TG1513'0.2 MILES EAST, THENCE 5.2 MILES SOUTH OF DEPOT AT ALONG THE ROAD
 TG1513'SOUTH FROM HANKS TO A 10-FOOT BRIDGE 5.2 MILES SOUTH OF THE RAILROAD
 TG1513'AT HANKS, 0.2 MILE SOUTH OF A CROSS ROAD.  SET IN THE TOP OF THE
 TG1513'SOUTHEAST WINGWALL, 6 INCHES BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1297 ***********************************************************************
 TG1297  DESIGNATION -  M 358
 TG1297  PID         -  TG1297
 TG1297  STATE/COUNTY-  ND/WILLIAMS
 TG1297  USGS QUAD   -  EPPING NW (1978)
 TG1297
 TG1297                         *CURRENT SURVEY CONTROL
 TG1297  ___________________________________________________________________
 TG1297* NAD 83(1986)-  48 22 53.     (N)    103 28 20.     (W)     SCALED    
 TG1297* NAVD 88     -       622.585  (meters)    2042.60   (feet)  ADJUSTED  
 TG1297  ___________________________________________________________________
 TG1297  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG1297  DYNAMIC HT  -         622.677 (meters)    2042.90  (feet)  COMP
 TG1297  MODELED GRAV-     980,738.4   (mgal)                       NAVD 88
 TG1297
 TG1297  VERT ORDER  -  SECOND    CLASS 0
 TG1297
 TG1297.The horizontal coordinates were scaled from a topographic map and have
 TG1297.an estimated accuracy of +/- 6 seconds.
 TG1297
 TG1297.The orthometric height was determined by differential leveling
 TG1297.and adjusted by the National Geodetic Survey in June 1991..
 TG1297
 TG1297.The geoid height was determined by GEOID03.
 TG1297
 TG1297.The dynamic height is computed by dividing the NAVD 88
 TG1297.geopotential number by the normal gravity value computed on the
 TG1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1297.degrees latitude (g = 980.6199 gals.).
 TG1297
 TG1297.The modeled gravity was interpolated from observed gravity values.
 TG1297
 TG1297;                    North         East    Units  Estimated Accuracy
 TG1297;SPC ND N     -   157,840.      379,900.      MT  (+/- 180 meters Scaled)
 TG1297
 TG1297                          SUPERSEDED SURVEY CONTROL
 TG1297
 TG1297  NGVD 29 (??/??/92)  622.109  (m)         2041.04   (f) ADJ UNCH    2 0
 TG1297
 TG1297.Superseded values are not recommended for survey control.
 TG1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1297.See file dsdata.txt to determine how the superseded data were derived.
 TG1297
 TG1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP131598(NAD 83)
 TG1297_MARKER: DB = BENCH MARK DISK
 TG1297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1297_SP_SET: ABUTMENT
 TG1297_STAMPING: M 358 1935
 TG1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1297
 TG1297  HISTORY     - Date     Condition        Report By
 TG1297  HISTORY     - 1935     MONUMENTED       CGS
 TG1297  HISTORY     - 1951     GOOD             NGS
 TG1297  HISTORY     - 1966     GOOD             SHELL
 TG1297
 TG1297                          STATION DESCRIPTION
 TG1297
 TG1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1297'9.5 MI N FROM SPRING BROOK.
 TG1297'9.5 MILES NORTH ALONG THE ALAMO ROAD FROM SPRING BROOK, WILLIAMS
 TG1297'COUNTY, BETWEEN SECTIONS 33 AND 34, T 157 N, R 99 W, AT A 45-FOOT
 TG1297'CONCRETE DECK BRIDGE, IN THE TOP OF THE EAST END OF THE SOUTH
 TG1297'ABUTMENT, 9 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1/2 FOOT
 TG1297'HIGHER THAN THE ROAD.
 TG1297
 TG1297                          STATION RECOVERY (1966)
 TG1297
 TG1297'RECOVERY NOTE BY SHELL OIL COMPANY 1966
 TG1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0339 ***********************************************************************
 RQ0339  DESIGNATION -  M 36
 RQ0339  PID         -  RQ0339
 RQ0339  STATE/COUNTY-  ND/MCINTOSH
 RQ0339  USGS QUAD   -  ASHLEY WEST (1982)
 RQ0339
 RQ0339                         *CURRENT SURVEY CONTROL
 RQ0339  ___________________________________________________________________
 RQ0339* NAD 83(1986)-  46 01 07.     (N)    099 27 44.     (W)     SCALED    
 RQ0339* NAVD 88     -       627.760  (meters)    2059.58   (feet)  ADJUSTED  
 RQ0339  ___________________________________________________________________
 RQ0339  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 RQ0339  DYNAMIC HT  -         627.717 (meters)    2059.43  (feet)  COMP
 RQ0339  MODELED GRAV-     980,526.9   (mgal)                       NAVD 88
 RQ0339
 RQ0339  VERT ORDER  -  SECOND    CLASS 0
 RQ0339
 RQ0339.The horizontal coordinates were scaled from a topographic map and have
 RQ0339.an estimated accuracy of +/- 6 seconds.
 RQ0339
 RQ0339.The orthometric height was determined by differential leveling
 RQ0339.and adjusted by the National Geodetic Survey in June 1991..
 RQ0339
 RQ0339.The geoid height was determined by GEOID03.
 RQ0339
 RQ0339.The dynamic height is computed by dividing the NAVD 88
 RQ0339.geopotential number by the normal gravity value computed on the
 RQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0339.degrees latitude (g = 980.6199 gals.).
 RQ0339
 RQ0339.The modeled gravity was interpolated from observed gravity values.
 RQ0339
 RQ0339;                    North         East    Units  Estimated Accuracy
 RQ0339;SPC ND S     -    39,650.      680,360.      MT  (+/- 180 meters Scaled)
 RQ0339
 RQ0339                          SUPERSEDED SURVEY CONTROL
 RQ0339
 RQ0339  NGVD 29 (??/??/92)  627.317  (m)         2058.12   (f) ADJ UNCH    2 0
 RQ0339
 RQ0339.Superseded values are not recommended for survey control.
 RQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0339.See file dsdata.txt to determine how the superseded data were derived.
 RQ0339
 RQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR642962(NAD 83)
 RQ0339_MARKER: DB = BENCH MARK DISK
 RQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0339_STAMPING: M-36 1934
 RQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0339+STABILITY: SURFACE MOTION
 RQ0339
 RQ0339  HISTORY     - Date     Condition        Report By
 RQ0339  HISTORY     - 1934     MONUMENTED       CGS
 RQ0339  HISTORY     - 1959     GOOD             NGS
 RQ0339
 RQ0339                          STATION DESCRIPTION
 RQ0339
 RQ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0339'4.7 MI SW FROM ASHLEY.
 RQ0339'4.7 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0339'MARIE RAILROAD FROM ASHLEY, MCINTOSH COUNTY, 8 POLES EAST OF MILEPOST
 RQ0339'365, 126 FEET EAST OF 30-INCH CONCRETE PIPE CULVERT NO. 3640, 80 FEET
 RQ0339'WEST OF THE WEST END OF A 12-FOOT CUT, AT A PUBLIC-ROAD CROSSING, 25
 RQ0339'FEET WEST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE
 RQ0339'CENTERLINE OF THE TRACK, 12 FEET EAST AND 30 FEET SOUTH OF A
 RQ0339'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 RQ0339'STANDARD DISK, STAMPED M 36 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0339'POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 RQ0339'IS NOW THE SOO LINE RAILROAD.
 RQ0339
 RQ0339                          STATION RECOVERY (1959)
 RQ0339
 RQ0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1496 ***********************************************************************
 TG1496  DESIGNATION -  M 360
 TG1496  PID         -  TG1496
 TG1496  STATE/COUNTY-  ND/DIVIDE
 TG1496  USGS QUAD   -  COLGAN SE (1983)
 TG1496
 TG1496                         *CURRENT SURVEY CONTROL
 TG1496  ___________________________________________________________________
 TG1496* NAD 83(1986)-  48 50 10.     (N)    103 31 48.     (W)     SCALED    
 TG1496* NAVD 88     -       706.754  (meters)    2318.74   (feet)  ADJUSTED  
 TG1496  ___________________________________________________________________
 TG1496  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TG1496  DYNAMIC HT  -         706.884 (meters)    2319.17  (feet)  COMP
 TG1496  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 TG1496
 TG1496  VERT ORDER  -  SECOND    CLASS 0
 TG1496
 TG1496.The horizontal coordinates were scaled from a topographic map and have
 TG1496.an estimated accuracy of +/- 6 seconds.
 TG1496
 TG1496.The orthometric height was determined by differential leveling
 TG1496.and adjusted by the National Geodetic Survey in June 1991..
 TG1496
 TG1496.The geoid height was determined by GEOID03.
 TG1496
 TG1496.The dynamic height is computed by dividing the NAVD 88
 TG1496.geopotential number by the normal gravity value computed on the
 TG1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1496.degrees latitude (g = 980.6199 gals.).
 TG1496
 TG1496.The modeled gravity was interpolated from observed gravity values.
 TG1496
 TG1496;                    North         East    Units  Estimated Accuracy
 TG1496;SPC ND N     -   208,530.      377,620.      MT  (+/- 180 meters Scaled)
 TG1496
 TG1496                          SUPERSEDED SURVEY CONTROL
 TG1496
 TG1496  NGVD 29 (??/??/92)  706.260  (m)         2317.12   (f) ADJ UNCH    2 0
 TG1496
 TG1496.Superseded values are not recommended for survey control.
 TG1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1496.See file dsdata.txt to determine how the superseded data were derived.
 TG1496
 TG1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ078102(NAD 83)
 TG1496_MARKER: DB = BENCH MARK DISK
 TG1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1496_STAMPING: M 360 1935
 TG1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1496+STABILITY: SURFACE MOTION
 TG1496
 TG1496  HISTORY     - Date     Condition        Report By
 TG1496  HISTORY     - 1935     MONUMENTED       CGS
 TG1496
 TG1496                          STATION DESCRIPTION
 TG1496
 TG1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1496'5.2 MI S FROM CROSBY.
 TG1496'5.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM CROSBY, DIVIDE COUNTY,
 TG1496'11.0 MILES WEST ALONG A ROAD.  AT THE NORTHEAST CORNER OF A ROAD
 TG1496'INTERSECTION, 52 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG1496'ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AT A
 TG1496'SMALL CEMETERY, 7 FEET NORTH OF THE SOUTHWEST CORNER OF THE CEMETERY
 TG1496'FENCE, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1483 ***********************************************************************
 TG1483  DESIGNATION -  M 361
 TG1483  PID         -  TG1483
 TG1483  STATE/COUNTY-  ND/DIVIDE
 TG1483  USGS QUAD   -  ALKABO (1983)
 TG1483
 TG1483                         *CURRENT SURVEY CONTROL
 TG1483  ___________________________________________________________________
 TG1483* NAD 83(1986)-  48 47 35.     (N)    103 55 30.     (W)     SCALED    
 TG1483* NAVD 88     -       678.506  (meters)    2226.07   (feet)  ADJUSTED  
 TG1483  ___________________________________________________________________
 TG1483  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 TG1483  DYNAMIC HT  -         678.628 (meters)    2226.47  (feet)  COMP
 TG1483  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 TG1483
 TG1483  VERT ORDER  -  SECOND    CLASS 0
 TG1483
 TG1483.The horizontal coordinates were scaled from a topographic map and have
 TG1483.an estimated accuracy of +/- 6 seconds.
 TG1483
 TG1483.The orthometric height was determined by differential leveling
 TG1483.and adjusted by the National Geodetic Survey in June 1991..
 TG1483
 TG1483.The geoid height was determined by GEOID03.
 TG1483
 TG1483.The dynamic height is computed by dividing the NAVD 88
 TG1483.geopotential number by the normal gravity value computed on the
 TG1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1483.degrees latitude (g = 980.6199 gals.).
 TG1483
 TG1483.The modeled gravity was interpolated from observed gravity values.
 TG1483
 TG1483;                    North         East    Units  Estimated Accuracy
 TG1483;SPC ND N     -   204,960.      348,430.      MT  (+/- 180 meters Scaled)
 TG1483
 TG1483                          SUPERSEDED SURVEY CONTROL
 TG1483
 TG1483  NGVD 29 (??/??/92)  677.993  (m)         2224.38   (f) ADJ UNCH    2 0
 TG1483
 TG1483.Superseded values are not recommended for survey control.
 TG1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1483.See file dsdata.txt to determine how the superseded data were derived.
 TG1483
 TG1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ789050(NAD 83)
 TG1483_MARKER: DB = BENCH MARK DISK
 TG1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1483_STAMPING: M-361 1935
 TG1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1483+STABILITY: SURFACE MOTION
 TG1483
 TG1483  HISTORY     - Date     Condition        Report By
 TG1483  HISTORY     - 1935     MONUMENTED       CGS
 TG1483  HISTORY     - 20041102 MARK NOT FOUND   NDWC
 TG1483
 TG1483                          STATION DESCRIPTION
 TG1483
 TG1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1483'12.9 MI NE FROM GRENORA.
 TG1483'IN DIVIDE COUNTY, 0.5 MILE EAST ALONG A ROAD FROM THE GREAT NORTHERN
 TG1483'RAILWAY STATION AT GRENORA, WILLIAMS COUNTY, THENCE 12.4 MILES NORTH
 TG1483'ALONG ANOTHER ROAD.  AT A ROAD INTERSECTION, 54 FEET EAST OF THE
 TG1483'CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 35 FEET NORTH OF THE CENTER
 TG1483'LINE OF THE EAST-AND-WEST ROAD, AT THE SOUTHEAST SIDE OF A LARGE ROCK
 TG1483'PILE, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TG1483'M 361 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TG1483
 TG1483                          STATION RECOVERY (2004)
 TG1483
 TG1483'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0330 ***********************************************************************
 SO0330  DESIGNATION -  M 362
 SO0330  PID         -  SO0330
 SO0330  STATE/COUNTY-  ND/DUNN
 SO0330  USGS QUAD   -  DODGE (1973)
 SO0330
 SO0330                         *CURRENT SURVEY CONTROL
 SO0330  ___________________________________________________________________
 SO0330* NAD 83(1986)-  47 18 29.     (N)    102 12 31.     (W)     SCALED    
 SO0330* NAVD 88     -       606.278  (meters)    1989.10   (feet)  ADJUSTED  
 SO0330  ___________________________________________________________________
 SO0330  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SO0330  DYNAMIC HT  -         606.319 (meters)    1989.23  (feet)  COMP
 SO0330  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 SO0330
 SO0330  VERT ORDER  -  SECOND    CLASS 0
 SO0330
 SO0330.The horizontal coordinates were scaled from a topographic map and have
 SO0330.an estimated accuracy of +/- 6 seconds.
 SO0330
 SO0330.The orthometric height was determined by differential leveling
 SO0330.and adjusted by the National Geodetic Survey in June 1991..
 SO0330
 SO0330.The geoid height was determined by GEOID03.
 SO0330
 SO0330.The dynamic height is computed by dividing the NAVD 88
 SO0330.geopotential number by the normal gravity value computed on the
 SO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0330.degrees latitude (g = 980.6199 gals.).
 SO0330
 SO0330.The modeled gravity was interpolated from observed gravity values.
 SO0330
 SO0330;                    North         East    Units  Estimated Accuracy
 SO0330;SPC ND S     -   183,860.      470,810.      MT  (+/- 180 meters Scaled)
 SO0330
 SO0330                          SUPERSEDED SURVEY CONTROL
 SO0330
 SO0330  NGVD 29 (??/??/92)  605.856  (m)         1987.71   (f) ADJ UNCH    2 0
 SO0330
 SO0330.Superseded values are not recommended for survey control.
 SO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0330.See file dsdata.txt to determine how the superseded data were derived.
 SO0330
 SO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN109431(NAD 83)
 SO0330_MARKER: DB = BENCH MARK DISK
 SO0330_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SO0330_SP_SET: 45 FT
 SO0330_STAMPING: M 362 1958
 SO0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0330
 SO0330  HISTORY     - Date     Condition        Report By
 SO0330  HISTORY     - 1958     MONUMENTED       CGS
 SO0330  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 SO0330
 SO0330                          STATION DESCRIPTION
 SO0330
 SO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0330'0.4 MI W FROM DODGE.
 SO0330'ABOUT 0.4 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0330'STATION AT DODGE, 3 POLES WEST OF MILEPOST 94, 1 POLE WEST OF A ROAD
 SO0330'CROSSING, 41 FEET NORTH OF THE NORTH RAIL, 28 FEET EAST OF A TELEPHONE
 SO0330'POLE, 6 FEET SOUTH OF A FENCE, 1 1/2 FEET WEST OF A METAL WITNESS
 SO0330'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE TOP OF A
 SO0330'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 45 FEET AND
 SO0330'IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 SO0330
 SO0330                          STATION RECOVERY (1984)
 SO0330
 SO0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 SO0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0030 ***********************************************************************
 TF0030  DESIGNATION -  M 365
 TF0030  PID         -  TF0030
 TF0030  STATE/COUNTY-  ND/BOTTINEAU
 TF0030  USGS QUAD   -  GARDENA (1954)
 TF0030
 TF0030                         *CURRENT SURVEY CONTROL
 TF0030  ___________________________________________________________________
 TF0030* NAD 83(1986)-  48 40 33.     (N)    100 29 41.     (W)     SCALED    
 TF0030* NAVD 88     -       443.259  (meters)    1454.26   (feet)  ADJUSTED  
 TF0030  ___________________________________________________________________
 TF0030  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 TF0030  DYNAMIC HT  -         443.363 (meters)    1454.60  (feet)  COMP
 TF0030  MODELED GRAV-     980,831.0   (mgal)                       NAVD 88
 TF0030
 TF0030  VERT ORDER  -  SECOND    CLASS 0
 TF0030
 TF0030.The horizontal coordinates were scaled from a topographic map and have
 TF0030.an estimated accuracy of +/- 6 seconds.
 TF0030
 TF0030.The orthometric height was determined by differential leveling
 TF0030.and adjusted by the National Geodetic Survey in June 1991..
 TF0030
 TF0030.The geoid height was determined by GEOID03.
 TF0030
 TF0030.The dynamic height is computed by dividing the NAVD 88
 TF0030.geopotential number by the normal gravity value computed on the
 TF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0030.degrees latitude (g = 980.6199 gals.).
 TF0030
 TF0030.The modeled gravity was interpolated from observed gravity values.
 TF0030
 TF0030;                    North         East    Units  Estimated Accuracy
 TF0030;SPC ND N     -   186,330.      600,390.      MT  (+/- 180 meters Scaled)
 TF0030
 TF0030                          SUPERSEDED SURVEY CONTROL
 TF0030
 TF0030  NGVD 29 (??/??/92)  442.908  (m)         1453.11   (f) ADJ UNCH    2 0
 TF0030
 TF0030.Superseded values are not recommended for survey control.
 TF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0030.See file dsdata.txt to determine how the superseded data were derived.
 TF0030
 TF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU899924(NAD 83)
 TF0030_MARKER: DB = BENCH MARK DISK
 TF0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0030_STAMPING: M 365 1935
 TF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0030+STABILITY: SURFACE MOTION
 TF0030
 TF0030  HISTORY     - Date     Condition        Report By
 TF0030  HISTORY     - 1935     MONUMENTED       CGS
 TF0030  HISTORY     - 1940     GOOD             NGS
 TF0030
 TF0030                          STATION DESCRIPTION
 TF0030
 TF0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0030'1.9 MI S FROM GARDENA.
 TF0030'1.9 MILES SOUTH ALONG THE UPHAM ROAD FROM THE SOO LINE RAILROAD
 TF0030'STATION AT GARDENA, BOTTINEAU COUNTY, AT THE SOUTHEAST CORNER OF
 TF0030'SECTION 20, T 160 N, R 76 W, AT A ROAD INTERSECTION, 40 FEET SOUTH OF
 TF0030'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 30 FEET WEST OF THE
 TF0030'CENTERLINE OF THE UPHAM ROAD, 1 FOOT EAST AND 3 FEET SOUTH OF A FENCE
 TF0030'CORNER, AND 1-1/2 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED
 TF0030'M 365 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0500 ***********************************************************************
 RP0500  DESIGNATION -  M 37
 RP0500  PID         -  RP0500
 RP0500  STATE/COUNTY-  ND/SARGENT
 RP0500  USGS QUAD   -  RUTLAND (1978)
 RP0500
 RP0500                         *CURRENT SURVEY CONTROL
 RP0500  ___________________________________________________________________
 RP0500* NAD 83(1986)-  46 03 18.     (N)    097 30 28.     (W)     SCALED    
 RP0500* NAVD 88     -       373.454  (meters)    1225.24   (feet)  ADJUSTED  
 RP0500  ___________________________________________________________________
 RP0500  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 RP0500  DYNAMIC HT  -         373.447 (meters)    1225.22  (feet)  COMP
 RP0500  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 RP0500
 RP0500  VERT ORDER  -  SECOND    CLASS 0
 RP0500
 RP0500.The horizontal coordinates were scaled from a topographic map and have
 RP0500.an estimated accuracy of +/- 6 seconds.
 RP0500
 RP0500.The orthometric height was determined by differential leveling
 RP0500.and adjusted by the National Geodetic Survey in June 1991..
 RP0500
 RP0500.The geoid height was determined by GEOID03.
 RP0500
 RP0500.The dynamic height is computed by dividing the NAVD 88
 RP0500.geopotential number by the normal gravity value computed on the
 RP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0500.degrees latitude (g = 980.6199 gals.).
 RP0500
 RP0500.The modeled gravity was interpolated from observed gravity values.
 RP0500
 RP0500;                    North         East    Units  Estimated Accuracy
 RP0500;SPC ND S     -    47,580.      831,510.      MT  (+/- 180 meters Scaled)
 RP0500
 RP0500                          SUPERSEDED SURVEY CONTROL
 RP0500
 RP0500  NGVD 29 (??/??/92)  373.174  (m)         1224.32   (f) ADJ UNCH    2 0
 RP0500
 RP0500.Superseded values are not recommended for survey control.
 RP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0500.See file dsdata.txt to determine how the superseded data were derived.
 RP0500
 RP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS154012(NAD 83)
 RP0500_MARKER: DB = BENCH MARK DISK
 RP0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0500_STAMPING: M 37 1934
 RP0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0500+STABILITY: SURFACE MOTION
 RP0500
 RP0500  HISTORY     - Date     Condition        Report By
 RP0500  HISTORY     - 1934     MONUMENTED       CGS
 RP0500  HISTORY     - 1934     GOOD             NGS
 RP0500
 RP0500                          STATION DESCRIPTION
 RP0500
 RP0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RP0500'IN RUTLAND.
 RP0500'AT RUTLAND, SARGENT COUNTY, ABOUT 90 FEET NORTHEAST OF THE NORTHEAST
 RP0500'CORNER OF THE GREAT NORTHERN RAILWAY STATION, AT THE EAST END OF THE
 RP0500'CINDER PLATFORM, ABOU 95 FEET NORTH OF THE CENTER LINE OF THE TRACK, 9
 RP0500'FEET SOUTH OF THE SNOW FENCE, AND 20 FEET NORTHWEST OF A POLE.  A
 RP0500'STANDARD DISK, STAMPED M 37 1934 AND SET IN THE TOP OF A CONCRETE
 RP0500'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0617 ***********************************************************************
 SO0617  DESIGNATION -  M 376
 SO0617  PID         -  SO0617
 SO0617  STATE/COUNTY-  ND/MCKENZIE
 SO0617  USGS QUAD   -  ALEXANDER (1972)
 SO0617
 SO0617                         *CURRENT SURVEY CONTROL
 SO0617  ___________________________________________________________________
 SO0617* NAD 83(1986)-  47 49 10.     (N)    103 38 51.     (W)     SCALED    
 SO0617* NAVD 88     -       679.819  (meters)    2230.37   (feet)  ADJUSTED  
 SO0617  ___________________________________________________________________
 SO0617  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 SO0617  DYNAMIC HT  -         679.878 (meters)    2230.57  (feet)  COMP
 SO0617  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 SO0617
 SO0617  VERT ORDER  -  SECOND    CLASS 0
 SO0617
 SO0617.The horizontal coordinates were scaled from a topographic map and have
 SO0617.an estimated accuracy of +/- 6 seconds.
 SO0617
 SO0617.The orthometric height was determined by differential leveling
 SO0617.and adjusted by the National Geodetic Survey in June 1991..
 SO0617
 SO0617.The geoid height was determined by GEOID03.
 SO0617
 SO0617.The dynamic height is computed by dividing the NAVD 88
 SO0617.geopotential number by the normal gravity value computed on the
 SO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0617.degrees latitude (g = 980.6199 gals.).
 SO0617
 SO0617.The modeled gravity was interpolated from observed gravity values.
 SO0617
 SO0617;                    North         East    Units  Estimated Accuracy
 SO0617;SPC ND N     -    95,920.      364,380.      MT  (+/- 180 meters Scaled)
 SO0617
 SO0617                          SUPERSEDED SURVEY CONTROL
 SO0617
 SO0617  NGVD 29 (??/??/92)  679.270  (m)         2228.57   (f) ADJ UNCH    2 0
 SO0617
 SO0617.Superseded values are not recommended for survey control.
 SO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0617.See file dsdata.txt to determine how the superseded data were derived.
 SO0617
 SO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN012971(NAD 83)
 SO0617_MARKER: DB = BENCH MARK DISK
 SO0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0617_STAMPING: M-376 1938
 SO0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0617+STABILITY: SURFACE MOTION
 SO0617
 SO0617  HISTORY     - Date     Condition        Report By
 SO0617  HISTORY     - 1938     MONUMENTED       CGS
 SO0617  HISTORY     - 1972     POOR             USGS
 SO0617
 SO0617                          STATION DESCRIPTION
 SO0617
 SO0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 SO0617'1.2 MI S FROM ALEXANDER.
 SO0617'1.2 MILES SOUTH OF GREAT NORTHERN RR. DEPOT ALONG U. S. HIGHWAY NO.
 SO0617'85.  AT INTERSECTION OF HIGHWAY AND SECTION LINE ROAD.  70 FEET EAST
 SO0617'OF CENTER LINE OF HIGHWAY.  35 FEET SOUTH OF CENTER LINE OF SECTION
 SO0617'LINE ROAD EAST.  29.5 FEET EAST OF CORNER POST OF SECTION LINE FENCE.
 SO0617'1.5 FEET NORTH OF FENCE LINE.  NOTE-- MARK IS NOW 2.7 FT NW OF THE
 SO0617'FENCE CORNER AND HAS BEEN DISTURBED BY MACHINERY.  THE POST IS LEANING
 SO0617'TO THE W AND THE STAMPING ON THE DISK HAS BEEN PARTLY OBLITERATED.
 SO0617
 SO0617                          STATION RECOVERY (1972)
 SO0617
 SO0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SO0617'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0535 ***********************************************************************
 TG0535  DESIGNATION -  M 377
 TG0535  PID         -  TG0535
 TG0535  STATE/COUNTY-  ND/MOUNTRAIL
 TG0535  USGS QUAD   -  BELDEN SE (1981)
 TG0535
 TG0535                         *CURRENT SURVEY CONTROL
 TG0535  ___________________________________________________________________
 TG0535* NAD 83(1986)-  48 00 44.     (N)    102 20 37.     (W)     SCALED    
 TG0535* NAVD 88     -       642.799  (meters)    2108.92   (feet)  POSTED    
 TG0535  ___________________________________________________________________
 TG0535  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0535  DYNAMIC HT  -         642.890 (meters)    2109.21  (feet)  COMP
 TG0535  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 TG0535
 TG0535  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 TG0535
 TG0535.The horizontal coordinates were scaled from a topographic map and have
 TG0535.an estimated accuracy of +/- 6 seconds.
 TG0535
 TG0535.The orthometric height was determined by differential leveling
 TG0535.and adjusted by the National Geodetic Survey in 1992..
 TG0535.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 TG0535.rate of 4.1 thru 8.0 mm/km.
 TG0535
 TG0535.The geoid height was determined by GEOID03.
 TG0535
 TG0535.The dynamic height is computed by dividing the NAVD 88
 TG0535.geopotential number by the normal gravity value computed on the
 TG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0535.degrees latitude (g = 980.6199 gals.).
 TG0535
 TG0535.The modeled gravity was interpolated from observed gravity values.
 TG0535
 TG0535;                    North         East    Units  Estimated Accuracy
 TG0535;SPC ND N     -   114,190.      462,470.      MT  (+/- 180 meters Scaled)
 TG0535
 TG0535                          SUPERSEDED SURVEY CONTROL
 TG0535
 TG0535  NGVD 29 (??/??/92)  642.40   (m)         2107.6    (f) COMPUTED    2 0
 TG0535
 TG0535.Superseded values are not recommended for survey control.
 TG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0535.See file dsdata.txt to determine how the superseded data were derived.
 TG0535
 TG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP981210(NAD 83)
 TG0535_MARKER: DB = BENCH MARK DISK
 TG0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0535_SP_SET: CULVERT
 TG0535_STAMPING: M-377 1940
 TG0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0535
 TG0535  HISTORY     - Date     Condition        Report By
 TG0535  HISTORY     - 1940     MONUMENTED       CGS
 TG0535
 TG0535                          STATION DESCRIPTION
 TG0535
 TG0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG0535'5.2 MI N FROM VAN HOOK.
 TG0535'5.2 MILES NORTH OF, ALONG STATE HIGHWAY 8 5.2 MILES NORTH OF THE
 TG0535'RAILWAY STATION AT VAN HOOK, 15 FEET WEST OF CENTER LINE OF THE
 TG0535'HIGHWAY, IN THE NORTH END OF THE WEST HEAD-WALL OF A 18-INCH
 TG0535'CORRUGATED IRON PIPE CULVERT, 3.5 MILES NORTH OF THE JUNCTION OF STATE
 TG0535'HIGHWAY 8 AND 23, 1 FOOT SOUTH OF A WHITE WOODEN POST STENCILED
 TG0535'U.S.B.M.  A STANDARD DISK STAMPED M-377 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0536 ***********************************************************************
 TG0536  DESIGNATION -  M 377 RESET
 TG0536  PID         -  TG0536
 TG0536  STATE/COUNTY-  ND/MOUNTRAIL
 TG0536  USGS QUAD   -  BELDEN SE (1981)
 TG0536
 TG0536                         *CURRENT SURVEY CONTROL
 TG0536  ___________________________________________________________________
 TG0536* NAD 83(1986)-  48 00 43.     (N)    102 20 37.     (W)     SCALED    
 TG0536* NAVD 88     -       641.910  (meters)    2106.00   (feet)  ADJUSTED  
 TG0536  ___________________________________________________________________
 TG0536  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG0536  DYNAMIC HT  -         642.002 (meters)    2106.30  (feet)  COMP
 TG0536  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 TG0536
 TG0536  VERT ORDER  -  SECOND    CLASS 0
 TG0536
 TG0536.The horizontal coordinates were scaled from a topographic map and have
 TG0536.an estimated accuracy of +/- 6 seconds.
 TG0536
 TG0536.The orthometric height was determined by differential leveling
 TG0536.and adjusted by the National Geodetic Survey in June 1991..
 TG0536
 TG0536.The geoid height was determined by GEOID03.
 TG0536
 TG0536.The dynamic height is computed by dividing the NAVD 88
 TG0536.geopotential number by the normal gravity value computed on the
 TG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0536.degrees latitude (g = 980.6199 gals.).
 TG0536
 TG0536.The modeled gravity was interpolated from observed gravity values.
 TG0536
 TG0536;                    North         East    Units  Estimated Accuracy
 TG0536;SPC ND N     -   114,160.      462,470.      MT  (+/- 180 meters Scaled)
 TG0536
 TG0536                          SUPERSEDED SURVEY CONTROL
 TG0536
 TG0536  NGVD 29 (??/??/92)  641.472  (m)         2104.56   (f) ADJ UNCH    2 0
 TG0536
 TG0536.Superseded values are not recommended for survey control.
 TG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0536.See file dsdata.txt to determine how the superseded data were derived.
 TG0536
 TG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP981210(NAD 83)
 TG0536_MARKER: DB = BENCH MARK DISK
 TG0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0536_STAMPING: M 377 RESET 1956
 TG0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0536+STABILITY: SURFACE MOTION
 TG0536
 TG0536  HISTORY     - Date     Condition        Report By
 TG0536  HISTORY     - 1956     MONUMENTED       CGS
 TG0536  HISTORY     - 1963     GOOD             NGS
 TG0536
 TG0536                          STATION DESCRIPTION
 TG0536
 TG0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0536'10.3 MI S FROM BELDEN.
 TG0536'ABOUT 10.3 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0536'BELDEN, ABOUT 0.35 MILE SOUTH OF A WHITE FARMHOUSE AND BRICK BARN,
 TG0536'ABOUT 0.3 MILE NORTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING
 TG0536'EAST AND A GRADED DIRT ROAD LEADING WEST, 102 FEET WEST OF THE
 TG0536'CENTERLINE OF THE HIGHWAY, 15.5 FEET SOUTH OF THE SECOND TELEPHONE
 TG0536'POLE SOUTH OF A FENCE CORNER, 0.5 FOOT EAST OF A FENCE, 1.3 FEET NORTH
 TG0536'OF A METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TG0536'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, S 5, R 91
 TG0536'W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1362 ***********************************************************************
 TG1362  DESIGNATION -  M 378 RESET
 TG1362  PID         -  TG1362
 TG1362  STATE/COUNTY-  ND/MCKENZIE
 TG1362  USGS QUAD   -  WILLISTON SW (1979)
 TG1362
 TG1362                         *CURRENT SURVEY CONTROL
 TG1362  ___________________________________________________________________
 TG1362* NAD 83(1986)-  48 03 29.     (N)    103 39 37.     (W)     SCALED    
 TG1362* NAVD 88     -       632.22   (+/-2cm)    2074.2    (feet)  VERTCON   
 TG1362  ___________________________________________________________________
 TG1362  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 TG1362
 TG1362  VERT ORDER  -  THIRD (See Below)
 TG1362
 TG1362.The horizontal coordinates were scaled from a topographic map and have
 TG1362.an estimated accuracy of +/- 6 seconds.
 TG1362
 TG1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1362.The vertical order pertains to the NGVD 29 superseded value.
 TG1362
 TG1362.The geoid height was determined by GEOID03.
 TG1362
 TG1362;                    North         East    Units  Estimated Accuracy
 TG1362;SPC ND N     -   122,470.      364,510.      MT  (+/- 180 meters Scaled)
 TG1362
 TG1362                          SUPERSEDED SURVEY CONTROL
 TG1362
 TG1362  NGVD 29 (11/04/04)  631.70   (m)         2072.5    (f) RESET       3  
 TG1362
 TG1362.Superseded values are not recommended for survey control.
 TG1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1362.See file dsdata.txt to determine how the superseded data were derived.
 TG1362
 TG1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP998236(NAD 83)
 TG1362_MARKER: DB = BENCH MARK DISK
 TG1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1362_SP_SET: MONUMENT
 TG1362_STAMPING: M 378 RESET 1975
 TG1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1362
 TG1362  HISTORY     - Date     Condition        Report By
 TG1362  HISTORY     - 1975     MONUMENTED       NGS
 TG1362
 TG1362                          STATION DESCRIPTION
 TG1362
 TG1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TG1362'7.5 MI SSW FROM WILLISTON.
 TG1362'FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 85, 5 MILES WEST OF
 TG1362'WILLISTON, GO SOUTH ON HIGHWAY 85 FRO 7.2 MILE TO THE MARK ON THE
 TG1362'LEFT.  IT IS 0.25 MILE NORTH OF A CROSSROAD AND FARMSTEAD, 0.15 MILE
 TG1362'SOUTHWEST OF THE ROSELAND LUTHERAN CHURCH, 0.1 MILE SOUTH OF THE
 TG1362'DRIVEWAY LEADING INTO THE CHURCH, 116 FEET EAST OF THE CENTER OF THE
 TG1362'HIGHWAY, 16 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD, 3 FEET
 TG1362'NORTH OF A POWER POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, AT
 TG1362'HIGHWAY STATION NO. 68 + 51, AND SET IN THE TOP OF A ROUND CONCRETE
 TG1362'MONUMENT WHICH PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1334 ***********************************************************************
 TG1334  DESIGNATION -  M 379
 TG1334  PID         -  TG1334
 TG1334  STATE/COUNTY-  ND/WILLIAMS
 TG1334  USGS QUAD   -  WILLISTON WEST (1976)
 TG1334
 TG1334                         *CURRENT SURVEY CONTROL
 TG1334  ___________________________________________________________________
 TG1334* NAD 83(1986)-  48 07 44.     (N)    103 41 44.     (W)     SCALED    
 TG1334* NAVD 88     -       567.146  (meters)    1860.71   (feet)  ADJUSTED  
 TG1334  ___________________________________________________________________
 TG1334  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1334  DYNAMIC HT  -         567.214 (meters)    1860.93  (feet)  COMP
 TG1334  MODELED GRAV-     980,713.3   (mgal)                       NAVD 88
 TG1334
 TG1334  VERT ORDER  -  FIRST     CLASS II
 TG1334
 TG1334.The horizontal coordinates were scaled from a topographic map and have
 TG1334.an estimated accuracy of +/- 6 seconds.
 TG1334
 TG1334.The orthometric height was determined by differential leveling
 TG1334.and adjusted by the National Geodetic Survey in June 1991..
 TG1334
 TG1334.The geoid height was determined by GEOID03.
 TG1334
 TG1334.The dynamic height is computed by dividing the NAVD 88
 TG1334.geopotential number by the normal gravity value computed on the
 TG1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1334.degrees latitude (g = 980.6199 gals.).
 TG1334
 TG1334.The modeled gravity was interpolated from observed gravity values.
 TG1334
 TG1334;                    North         East    Units  Estimated Accuracy
 TG1334;SPC ND N     -   130,450.      362,210.      MT  (+/- 180 meters Scaled)
 TG1334
 TG1334                          SUPERSEDED SURVEY CONTROL
 TG1334
 TG1334  NGVD 29 (??/??/92)  566.642  (m)         1859.06   (f) ADJ UNCH    1 2
 TG1334
 TG1334.Superseded values are not recommended for survey control.
 TG1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1334.See file dsdata.txt to determine how the superseded data were derived.
 TG1334
 TG1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP970314(NAD 83)
 TG1334_MARKER: DB = BENCH MARK DISK
 TG1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1334_SP_SET: ABUTMENT
 TG1334_STAMPING: M-379 1940
 TG1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1334
 TG1334  HISTORY     - Date     Condition        Report By
 TG1334  HISTORY     - 1940     MONUMENTED       CGS
 TG1334  HISTORY     - 1946     GOOD             NGS
 TG1334
 TG1334                          STATION DESCRIPTION
 TG1334
 TG1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG1334'3.8 MI SW FROM WILLISTON.
 TG1334'3.8 MILES SOUTH-WEST OF THE GREAT NORTHERN RAILWAY STATION AT
 TG1334'WILLISTON, 7 FEET SOUTH-EAST OF THE CENTER-LINE OF THE EAST BOUND
 TG1334'TRACK, 25 FEET NORTH-WEST OF SIGNAL TOWER NO. 1252, IN THE CENTER OF
 TG1334'THE SOUTH-EAST ABUTMENT OF BRIDGE NO. 136, 7 POLES SOUTH-WEST OF
 TG1334'MILE-POST NO. 125.  STANDARD DISK STAMPED M-379 1940.
 TG1334
 TG1334                          STATION RECOVERY (1946)
 TG1334
 TG1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0149 ***********************************************************************
 RQ0149  DESIGNATION -  M 38
 RQ0149  PID         -  RQ0149
 RQ0149  STATE/COUNTY-  ND/LA MOURE
 RQ0149  USGS QUAD   -  EDGELEY (1982)
 RQ0149
 RQ0149                         *CURRENT SURVEY CONTROL
 RQ0149  ___________________________________________________________________
 RQ0149* NAD 83(1986)-  46 21 38.     (N)    098 42 45.     (W)     SCALED    
 RQ0149* NAVD 88     -       475.397  (meters)    1559.70   (feet)  ADJUSTED  
 RQ0149  ___________________________________________________________________
 RQ0149  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0149  DYNAMIC HT  -         475.393 (meters)    1559.69  (feet)  COMP
 RQ0149  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 RQ0149
 RQ0149  VERT ORDER  -  SECOND    CLASS 0
 RQ0149
 RQ0149.The horizontal coordinates were scaled from a topographic map and have
 RQ0149.an estimated accuracy of +/- 6 seconds.
 RQ0149
 RQ0149.The orthometric height was determined by differential leveling
 RQ0149.and adjusted by the National Geodetic Survey in June 1991..
 RQ0149
 RQ0149.The geoid height was determined by GEOID03.
 RQ0149
 RQ0149.The dynamic height is computed by dividing the NAVD 88
 RQ0149.geopotential number by the normal gravity value computed on the
 RQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0149.degrees latitude (g = 980.6199 gals.).
 RQ0149
 RQ0149.The modeled gravity was interpolated from observed gravity values.
 RQ0149
 RQ0149;                    North         East    Units  Estimated Accuracy
 RQ0149;SPC ND S     -    78,700.      737,550.      MT  (+/- 180 meters Scaled)
 RQ0149
 RQ0149                          SUPERSEDED SURVEY CONTROL
 RQ0149
 RQ0149  NGVD 29 (??/??/92)  475.030  (m)         1558.49   (f) ADJ UNCH    2 0
 RQ0149
 RQ0149.Superseded values are not recommended for survey control.
 RQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0149.See file dsdata.txt to determine how the superseded data were derived.
 RQ0149
 RQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS221341(NAD 83)
 RQ0149_MARKER: DB = BENCH MARK DISK
 RQ0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0149_SP_SET: PIER
 RQ0149_STAMPING: M 38 1934
 RQ0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0149
 RQ0149  HISTORY     - Date     Condition        Report By
 RQ0149  HISTORY     - 1934     MONUMENTED       CGS
 RQ0149  HISTORY     - 1970     GOOD             NGS
 RQ0149
 RQ0149                          STATION DESCRIPTION
 RQ0149
 RQ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0149'IN EDGELEY.
 RQ0149'IT IS IN THE SOUTHEAST ANGLE OF 6TH AVENUE AND 3RD STREET, 1.2 FEET
 RQ0149'SOUTHEAST OF THE SOUTHWEST CORNER OF THE CITY HALL, 1.5 FEET ABOVE
 RQ0149'GROUND IN THE TOP OF THE NORTH CORNER OF THE CONCRETE PIER WHICH
 RQ0149'ANCHORS THE NORTHWEST LEG OF THE CITY WATER TANK.  NOTE-- THE MARK WAS
 RQ0149'FOUND SOLID, BUT THE CONCRETE PIER IN WHICH IT IS SET IS
 RQ0149'DISINTEGRATING.  IT WAS REINFORCED AT THIS TIME AND LEFT INTACT AS
 RQ0149'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0150 ***********************************************************************
 RQ0150  DESIGNATION -  M 38 RESET
 RQ0150  PID         -  RQ0150
 RQ0150  STATE/COUNTY-  ND/LA MOURE
 RQ0150  USGS QUAD   -  EDGELEY (1982)
 RQ0150
 RQ0150                         *CURRENT SURVEY CONTROL
 RQ0150  ___________________________________________________________________
 RQ0150* NAD 83(1986)-  46 21 38.     (N)    098 42 45.     (W)     SCALED    
 RQ0150* NAVD 88     -       475.42   (+/-2cm)    1559.8    (feet)  VERTCON   
 RQ0150  ___________________________________________________________________
 RQ0150  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 RQ0150
 RQ0150  VERT ORDER  -  THIRD (See Below)
 RQ0150
 RQ0150.The horizontal coordinates were scaled from a topographic map and have
 RQ0150.an estimated accuracy of +/- 6 seconds.
 RQ0150
 RQ0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0150.The vertical order pertains to the NGVD 29 superseded value.
 RQ0150
 RQ0150.The geoid height was determined by GEOID03.
 RQ0150
 RQ0150;                    North         East    Units  Estimated Accuracy
 RQ0150;SPC ND S     -    78,700.      737,550.      MT  (+/- 180 meters Scaled)
 RQ0150
 RQ0150                          SUPERSEDED SURVEY CONTROL
 RQ0150
 RQ0150  NGVD 29 (11/04/04)  475.05   (m)         1558.6    (f) RESET       3  
 RQ0150
 RQ0150.Superseded values are not recommended for survey control.
 RQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0150.See file dsdata.txt to determine how the superseded data were derived.
 RQ0150
 RQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS221341(NAD 83)
 RQ0150_MARKER: DB = BENCH MARK DISK
 RQ0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0150_SP_SET: PIER
 RQ0150_STAMPING: M 38 RESET 1970
 RQ0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0150
 RQ0150  HISTORY     - Date     Condition        Report By
 RQ0150  HISTORY     - 1970     MONUMENTED       NGS
 RQ0150
 RQ0150                          STATION DESCRIPTION
 RQ0150
 RQ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 RQ0150'IN EDGELEY.
 RQ0150'IN THE SOUTHEAST ANGLE OF 6TH AVENUE AND 3RD STREET, 139 FEET
 RQ0150'SOUTH-SOUTHEAST OF THE CENTER OF THE MANHOLE IN THE CENTER OF THE
 RQ0150'INTERSECTION, 40 FEET EAST OF THE CENTER OF 3RD STREET, 38 FEET SOUTH
 RQ0150'OF THE SOUTHWEST CORNER OF THE CITY HALL, 37 FEET SOUTH OF BENCH MARK
 RQ0150'M 38 1934, AND 1.6 FEET ABOVE GROUND LEVEL SET IN A DRILLED HOLE IN
 RQ0150'THE WEST CORNER OF THE CONCRETE PIER WHICH ANCHORS THE SOUTHWEST LEG
 RQ0150'OF THE CITY WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0155 ***********************************************************************
 RR0155  DESIGNATION -  M 380
 RR0155  PID         -  RR0155
 RR0155  STATE/COUNTY-  ND/SIOUX
 RR0155  USGS QUAD   -  FORT YATES NW (1968)
 RR0155
 RR0155                         *CURRENT SURVEY CONTROL
 RR0155  ___________________________________________________________________
 RR0155* NAD 83(1986)-  46 07 42.     (N)    100 38 54.     (W)     SCALED    
 RR0155* NAVD 88     -       493.770  (meters)    1619.98   (feet)  ADJUSTED  
 RR0155  ___________________________________________________________________
 RR0155  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 RR0155  DYNAMIC HT  -         493.753 (meters)    1619.92  (feet)  COMP
 RR0155  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 RR0155
 RR0155  VERT ORDER  -  FIRST     CLASS II
 RR0155
 RR0155.The horizontal coordinates were scaled from a topographic map and have
 RR0155.an estimated accuracy of +/- 6 seconds.
 RR0155
 RR0155.The orthometric height was determined by differential leveling
 RR0155.and adjusted by the National Geodetic Survey in June 1991..
 RR0155
 RR0155.The geoid height was determined by GEOID03.
 RR0155
 RR0155.The dynamic height is computed by dividing the NAVD 88
 RR0155.geopotential number by the normal gravity value computed on the
 RR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0155.degrees latitude (g = 980.6199 gals.).
 RR0155
 RR0155.The modeled gravity was interpolated from observed gravity values.
 RR0155
 RR0155;                    North         East    Units  Estimated Accuracy
 RR0155;SPC ND S     -    51,330.      588,540.      MT  (+/- 180 meters Scaled)
 RR0155
 RR0155                          SUPERSEDED SURVEY CONTROL
 RR0155
 RR0155  NGVD 29 (??/??/92)  493.381  (m)         1618.70   (f) ADJ UNCH    1 2
 RR0155
 RR0155.Superseded values are not recommended for survey control.
 RR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0155.See file dsdata.txt to determine how the superseded data were derived.
 RR0155
 RR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS726096(NAD 83)
 RR0155_MARKER: DB = BENCH MARK DISK
 RR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0155_STAMPING: M 380 1945
 RR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0155+STABILITY: SURFACE MOTION
 RR0155
 RR0155  HISTORY     - Date     Condition        Report By
 RR0155  HISTORY     - 1945     MONUMENTED       CGS
 RR0155  HISTORY     - 1949     GOOD             NGS
 RR0155  HISTORY     - 1956     GOOD             NGS
 RR0155
 RR0155                          STATION DESCRIPTION
 RR0155
 RR0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0155'3.9 MI NW FROM FORT YATES.
 RR0155'1.0 MILE WEST ALONG A GRAVELED ROAD FROM THE JUNCTION OF YATES STREET
 RR0155'AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, THENCE 2.9 MILES
 RR0155'NORTH ALONG STATE HIGHWAY 24, AT THE INTERSECTION OF AN EAST-WEST DIRT
 RR0155'ROAD, 52 FEET NORTH OF THE CENTER LINE OF DIRT ROAD, 30 FEET EAST OF
 RR0155'THE CENTER LINE OF HIGHWAY, 8.0 FEET SOUTH OF A TELEPHONE POLE, 1.0
 RR0155'FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 RR0155'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RR0155
 RR0155                          STATION RECOVERY (1956)
 RR0155
 RR0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0200 ***********************************************************************
 RR0200  DESIGNATION -  M 382
 RR0200  PID         -  RR0200
 RR0200  STATE/COUNTY-  ND/SIOUX
 RR0200  USGS QUAD   -  FORT YATES (1968)
 RR0200
 RR0200                         *CURRENT SURVEY CONTROL
 RR0200  ___________________________________________________________________
 RR0200* NAD 83(1986)-  46 04 27.     (N)    100 37 38.     (W)     SCALED    
 RR0200* NAVD 88     -       487.748  (meters)    1600.22   (feet)  ADJUSTED  
 RR0200  ___________________________________________________________________
 RR0200  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0200  DYNAMIC HT  -         487.729 (meters)    1600.16  (feet)  COMP
 RR0200  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 RR0200
 RR0200  VERT ORDER  -  FIRST     CLASS II
 RR0200
 RR0200.The horizontal coordinates were scaled from a topographic map and have
 RR0200.an estimated accuracy of +/- 6 seconds.
 RR0200
 RR0200.The orthometric height was determined by differential leveling
 RR0200.and adjusted by the National Geodetic Survey in June 1991..
 RR0200
 RR0200.The geoid height was determined by GEOID03.
 RR0200
 RR0200.The dynamic height is computed by dividing the NAVD 88
 RR0200.geopotential number by the normal gravity value computed on the
 RR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0200.degrees latitude (g = 980.6199 gals.).
 RR0200
 RR0200.The modeled gravity was interpolated from observed gravity values.
 RR0200
 RR0200;                    North         East    Units  Estimated Accuracy
 RR0200;SPC ND S     -    45,310.      590,160.      MT  (+/- 180 meters Scaled)
 RR0200
 RR0200                          SUPERSEDED SURVEY CONTROL
 RR0200
 RR0200  NGVD 29 (??/??/92)  487.359  (m)         1598.94   (f) ADJ UNCH    1 2
 RR0200
 RR0200.Superseded values are not recommended for survey control.
 RR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0200.See file dsdata.txt to determine how the superseded data were derived.
 RR0200
 RR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS741035(NAD 83)
 RR0200_MARKER: DB = BENCH MARK DISK
 RR0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0200_STAMPING: M 382 1945
 RR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0200+STABILITY: SURFACE MOTION
 RR0200
 RR0200  HISTORY     - Date     Condition        Report By
 RR0200  HISTORY     - 1945     MONUMENTED       CGS
 RR0200  HISTORY     - 1949     GOOD             NGS
 RR0200  HISTORY     - 1959     GOOD             NGS
 RR0200
 RR0200                          STATION DESCRIPTION
 RR0200
 RR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0200'1.0 MI S FROM FORT YATES.
 RR0200'1.0 MILE SOUTH ALONG A GRADED GRAVELED ROAD FROM THE JUNCTION OF YATES
 RR0200'STREET AND STANDING ROCK AVENUE IN SOUTHEAST FORT YATES, 44 FEET EAST
 RR0200'OF THE CENTER LINE OF GRAVELED ROAD, 44 FEET NORTH OF THE CENTER LINE
 RR0200'OF A TRAIL ROAD LEADING EAST, 5.3 FEET NORTH OF A STEEL FENCE CORNER
 RR0200'POST, 2.9 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 RR0200'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 RR0200
 RR0200                          STATION RECOVERY (1959)
 RR0200
 RR0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0085 ***********************************************************************
 RR0085  DESIGNATION -  M 383
 RR0085  PID         -  RR0085
 RR0085  STATE/COUNTY-  ND/EMMONS
 RR0085  USGS QUAD   -  FORT YATES NE (1968)
 RR0085
 RR0085                         *CURRENT SURVEY CONTROL
 RR0085  ___________________________________________________________________
 RR0085* NAD 83(1986)-  46 09 37.     (N)    100 33 12.     (W)     SCALED    
 RR0085* NAVD 88     -       557.981  (meters)    1830.64   (feet)  ADJUSTED  
 RR0085  ___________________________________________________________________
 RR0085  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 RR0085  DYNAMIC HT  -         557.964 (meters)    1830.59  (feet)  COMP
 RR0085  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 RR0085
 RR0085  VERT ORDER  -  FIRST     CLASS II
 RR0085
 RR0085.The horizontal coordinates were scaled from a topographic map and have
 RR0085.an estimated accuracy of +/- 6 seconds.
 RR0085
 RR0085.The orthometric height was determined by differential leveling
 RR0085.and adjusted by the National Geodetic Survey in June 1991..
 RR0085
 RR0085.The geoid height was determined by GEOID03.
 RR0085
 RR0085.The dynamic height is computed by dividing the NAVD 88
 RR0085.geopotential number by the normal gravity value computed on the
 RR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0085.degrees latitude (g = 980.6199 gals.).
 RR0085
 RR0085.The modeled gravity was interpolated from observed gravity values.
 RR0085
 RR0085;                    North         East    Units  Estimated Accuracy
 RR0085;SPC ND S     -    54,870.      595,880.      MT  (+/- 180 meters Scaled)
 RR0085
 RR0085                          SUPERSEDED SURVEY CONTROL
 RR0085
 RR0085  NGVD 29 (??/??/92)  557.593  (m)         1829.37   (f) ADJ UNCH    1 2
 RR0085
 RR0085.Superseded values are not recommended for survey control.
 RR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0085.See file dsdata.txt to determine how the superseded data were derived.
 RR0085
 RR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS800130(NAD 83)
 RR0085_MARKER: DB = BENCH MARK DISK
 RR0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0085_STAMPING: M 383 1945
 RR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0085+STABILITY: SURFACE MOTION
 RR0085
 RR0085  HISTORY     - Date     Condition        Report By
 RR0085  HISTORY     - 1945     MONUMENTED       CGS
 RR0085  HISTORY     - 1949     GOOD             NGS
 RR0085  HISTORY     - 1957     MARK NOT FOUND   NGS
 RR0085
 RR0085                          STATION DESCRIPTION
 RR0085
 RR0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0085'25.75 MI SW FROM LINTON.
 RR0085'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0085'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0085'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0085'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0085'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0085'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0085'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD.
 RR0085'THENCE 3.0 MILES WEST AND 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0085'THENCE 2.35 MILES WEST ALONG A GRADED DIRT ROAD, 32 FEET SOUTH OF THE
 RR0085'CENTER LINE OF THE ROAD, 9.0 FEET SOUTH OF A LARGE STONE, 1.6 FEET
 RR0085'NORTH OF A FENCE LINE, 2.3 FEET WEST OF A REFERENCE POST, AND SET IN
 RR0085'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 RR0085
 RR0085                          STATION RECOVERY (1957)
 RR0085
 RR0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0166 ***********************************************************************
 SN0166  DESIGNATION -  M 384
 SN0166  PID         -  SN0166
 SN0166  STATE/COUNTY-  ND/OLIVER
 SN0166  USGS QUAD   -  SANGER (1966)
 SN0166
 SN0166                         *CURRENT SURVEY CONTROL
 SN0166  ___________________________________________________________________
 SN0166* NAD 83(1986)-  47 12 26.     (N)    100 59 56.     (W)     SCALED    
 SN0166* NAVD 88     -       518.150  (meters)    1699.96   (feet)  ADJUSTED  
 SN0166  ___________________________________________________________________
 SN0166  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 SN0166  DYNAMIC HT  -         518.175 (meters)    1700.05  (feet)  COMP
 SN0166  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 SN0166
 SN0166  VERT ORDER  -  SECOND    CLASS 0
 SN0166
 SN0166.The horizontal coordinates were scaled from a topographic map and have
 SN0166.an estimated accuracy of +/- 6 seconds.
 SN0166
 SN0166.The orthometric height was determined by differential leveling
 SN0166.and adjusted by the National Geodetic Survey in June 1991..
 SN0166
 SN0166.The geoid height was determined by GEOID03.
 SN0166
 SN0166.The dynamic height is computed by dividing the NAVD 88
 SN0166.geopotential number by the normal gravity value computed on the
 SN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0166.degrees latitude (g = 980.6199 gals.).
 SN0166
 SN0166.The modeled gravity was interpolated from observed gravity values.
 SN0166
 SN0166;                    North         East    Units  Estimated Accuracy
 SN0166;SPC ND S     -   171,370.      562,210.      MT  (+/- 180 meters Scaled)
 SN0166
 SN0166                          SUPERSEDED SURVEY CONTROL
 SN0166
 SN0166  NGVD 29 (??/??/92)  517.758  (m)         1698.68   (f) ADJ UNCH    2 0
 SN0166
 SN0166.Superseded values are not recommended for survey control.
 SN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0166.See file dsdata.txt to determine how the superseded data were derived.
 SN0166
 SN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT486301(NAD 83)
 SN0166_MARKER: DB = BENCH MARK DISK
 SN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0166_STAMPING: M 384 1946 1698.678
 SN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0166+STABILITY: SURFACE MOTION
 SN0166
 SN0166  HISTORY     - Date     Condition        Report By
 SN0166  HISTORY     - 1946     MONUMENTED       CGS
 SN0166  HISTORY     - 1956     GOOD             NGS
 SN0166  HISTORY     - 1982     GOOD             NGS
 SN0166
 SN0166                          STATION DESCRIPTION
 SN0166
 SN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0166'1.9 MI N FROM SANGER.
 SN0166'ABOUT 1.9 MILES NORTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0166'STATION AT SANGER, ACROSS THE TRACK FROM MILEPOST NO. 21, 42 FEET WEST
 SN0166'OF AND LEVEL WITH THE CENTER LINE OF THE RAILROAD, 28 FEET WEST OF A
 SN0166'YARD LIMIT MARKER, 8 FEET EAST OF THE RIGHT-OF-WAY FENCE, 2 FEET NORTH
 SN0166'OF A 4 X 4 MARKER POST.  A BRONZE DISC STAMPED M 384 1946 AND SET IN
 SN0166'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 SN0166
 SN0166                          STATION RECOVERY (1956)
 SN0166
 SN0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0166'RECOVERED IN GOOD CONDITION.
 SN0166
 SN0166                          STATION RECOVERY (1982)
 SN0166
 SN0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0316 ***********************************************************************
 RR0316  DESIGNATION -  M 385
 RR0316  PID         -  RR0316
 RR0316  STATE/COUNTY-  ND/MORTON
 RR0316  USGS QUAD   -  HARMON (1976)
 RR0316
 RR0316                         *CURRENT SURVEY CONTROL
 RR0316  ___________________________________________________________________
 RR0316* NAD 83(1986)-  46 58 56.     (N)    100 56 22.     (W)     SCALED    
 RR0316* NAVD 88     -       507.991  (meters)    1666.63   (feet)  ADJUSTED  
 RR0316  ___________________________________________________________________
 RR0316  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 RR0316  DYNAMIC HT  -         508.002 (meters)    1666.67  (feet)  COMP
 RR0316  MODELED GRAV-     980,619.6   (mgal)                       NAVD 88
 RR0316
 RR0316  VERT ORDER  -  SECOND    CLASS 0
 RR0316
 RR0316.The horizontal coordinates were scaled from a topographic map and have
 RR0316.an estimated accuracy of +/- 6 seconds.
 RR0316
 RR0316.The orthometric height was determined by differential leveling
 RR0316.and adjusted by the National Geodetic Survey in June 1991..
 RR0316
 RR0316.The geoid height was determined by GEOID03.
 RR0316
 RR0316.The dynamic height is computed by dividing the NAVD 88
 RR0316.geopotential number by the normal gravity value computed on the
 RR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0316.degrees latitude (g = 980.6199 gals.).
 RR0316
 RR0316.The modeled gravity was interpolated from observed gravity values.
 RR0316
 RR0316;                    North         East    Units  Estimated Accuracy
 RR0316;SPC ND S     -   146,330.      566,570.      MT  (+/- 180 meters Scaled)
 RR0316
 RR0316                          SUPERSEDED SURVEY CONTROL
 RR0316
 RR0316  NGVD 29 (??/??/92)  507.609  (m)         1665.38   (f) ADJ UNCH    2 0
 RR0316
 RR0316.Superseded values are not recommended for survey control.
 RR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0316.See file dsdata.txt to determine how the superseded data were derived.
 RR0316
 RR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT525050(NAD 83)
 RR0316_MARKER: DB = BENCH MARK DISK
 RR0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0316_STAMPING: M 385 1946
 RR0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0316+STABILITY: SURFACE MOTION
 RR0316
 RR0316  HISTORY     - Date     Condition        Report By
 RR0316  HISTORY     - 1946     MONUMENTED       CGS
 RR0316  HISTORY     - 1956     GOOD             NGS
 RR0316
 RR0316                          STATION DESCRIPTION
 RR0316
 RR0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0316'8.1 MI S FROM PRICE.
 RR0316'ABOUT 8.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0316'GRAIN ELEVATOR AT PRICE, ABOUT 100 YARDS SOUTH OF THE MORTON-OLIVER
 RR0316'COUNTY LINE, ABOUT 40 YARDS NORTHWEST OF MILE POST 12, 55.0 FEET WEST
 RR0316'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE TRACK, 62.0 FEET
 RR0316'SOUTHWEST OF THE CENTER LINE OF A CROSSING, 1.0 FOOT SOUTH OF A 4 X 4
 RR0316'IN. MARKER POST.  A BRONZE DISK STAMPED M 385 1946 SET IN THE TOP OF A
 RR0316'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 RR0316
 RR0316                          STATION RECOVERY (1956)
 RR0316
 RR0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1302 ***********************************************************************
 TG1302  DESIGNATION -  M 386
 TG1302  PID         -  TG1302
 TG1302  STATE/COUNTY-  ND/WILLIAMS
 TG1302  USGS QUAD   -  WILLISTON EAST (1976)
 TG1302
 TG1302                         *CURRENT SURVEY CONTROL
 TG1302  ___________________________________________________________________
 TG1302* NAD 83(1986)-  48 11 19.     (N)    103 31 10.     (W)     SCALED    
 TG1302* NAVD 88     -       591.921  (meters)    1941.99   (feet)  ADJUSTED  
 TG1302  ___________________________________________________________________
 TG1302  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1302  DYNAMIC HT  -         592.001 (meters)    1942.26  (feet)  COMP
 TG1302  MODELED GRAV-     980,726.8   (mgal)                       NAVD 88
 TG1302
 TG1302  VERT ORDER  -  FIRST     CLASS II
 TG1302
 TG1302.The horizontal coordinates were scaled from a topographic map and have
 TG1302.an estimated accuracy of +/- 6 seconds.
 TG1302
 TG1302.The orthometric height was determined by differential leveling
 TG1302.and adjusted by the National Geodetic Survey in June 1991..
 TG1302
 TG1302.The geoid height was determined by GEOID03.
 TG1302
 TG1302.The dynamic height is computed by dividing the NAVD 88
 TG1302.geopotential number by the normal gravity value computed on the
 TG1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1302.degrees latitude (g = 980.6199 gals.).
 TG1302
 TG1302.The modeled gravity was interpolated from observed gravity values.
 TG1302
 TG1302;                    North         East    Units  Estimated Accuracy
 TG1302;SPC ND N     -   136,550.      375,570.      MT  (+/- 180 meters Scaled)
 TG1302
 TG1302                          SUPERSEDED SURVEY CONTROL
 TG1302
 TG1302  NGVD 29 (??/??/92)  591.432  (m)         1940.39   (f) ADJ UNCH    1 2
 TG1302
 TG1302.Superseded values are not recommended for survey control.
 TG1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1302.See file dsdata.txt to determine how the superseded data were derived.
 TG1302
 TG1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP100383(NAD 83)
 TG1302_MARKER: DB = BENCH MARK DISK
 TG1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1302_SP_SET: CONCRETE DRILL HOLE
 TG1302_STAMPING: M 386 1946
 TG1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1302
 TG1302  HISTORY     - Date     Condition        Report By
 TG1302  HISTORY     - 1946     MONUMENTED       CGS
 TG1302
 TG1302                          STATION DESCRIPTION
 TG1302
 TG1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1302'5.3 MI SW FROM SPRING BROOK.
 TG1302'ABOUT 5.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1302'STATION SPRING BROOK, ABOUT 6.1 MILES NORTHEAST OF WILLISTON, AT
 TG1302'BRIDGE NO. 232.7, ON TOP OF A 1.0 FOOT SHELF AT THE SOUTHEAST END OF
 TG1302'THE BASE OF THE SECOND CONCRETE PIER FROM SOUTHWEST END OF BRIDGE,
 TG1302'ABOUT 14.0 FEET LOWER THAN THE TRACK AND ABOUT 4.0 FEET ABOVE GROUND.
 TG1302'A BRONZE DISK STAMPED M 386 1946 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1135 ***********************************************************************
 TG1135  DESIGNATION -  M 387
 TG1135  PID         -  TG1135
 TG1135  STATE/COUNTY-  ND/WILLIAMS
 TG1135  USGS QUAD   -  RAY SE (1978)
 TG1135
 TG1135                         *CURRENT SURVEY CONTROL
 TG1135  ___________________________________________________________________
 TG1135* NAD 83(1986)-  48 22 01.     (N)    103 07 11.     (W)     SCALED    
 TG1135* NAVD 88     -       693.233  (meters)    2274.38   (feet)  ADJUSTED  
 TG1135  ___________________________________________________________________
 TG1135  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 TG1135  DYNAMIC HT  -         693.332 (meters)    2274.71  (feet)  COMP
 TG1135  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TG1135
 TG1135  VERT ORDER  -  FIRST     CLASS II
 TG1135
 TG1135.The horizontal coordinates were scaled from a topographic map and have
 TG1135.an estimated accuracy of +/- 6 seconds.
 TG1135
 TG1135.The orthometric height was determined by differential leveling
 TG1135.and adjusted by the National Geodetic Survey in June 1991..
 TG1135
 TG1135.The geoid height was determined by GEOID03.
 TG1135
 TG1135.The dynamic height is computed by dividing the NAVD 88
 TG1135.geopotential number by the normal gravity value computed on the
 TG1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1135.degrees latitude (g = 980.6199 gals.).
 TG1135
 TG1135.The modeled gravity was interpolated from observed gravity values.
 TG1135
 TG1135;                    North         East    Units  Estimated Accuracy
 TG1135;SPC ND N     -   155,280.      405,940.      MT  (+/- 180 meters Scaled)
 TG1135
 TG1135                          SUPERSEDED SURVEY CONTROL
 TG1135
 TG1135  NGVD 29 (??/??/92)  692.739  (m)         2272.76   (f) ADJ UNCH    1 2
 TG1135
 TG1135.Superseded values are not recommended for survey control.
 TG1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1135.See file dsdata.txt to determine how the superseded data were derived.
 TG1135
 TG1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP392587(NAD 83)
 TG1135_MARKER: DB = BENCH MARK DISK
 TG1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1135_STAMPING: M 387 1946
 TG1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1135+STABILITY: SURFACE MOTION
 TG1135
 TG1135  HISTORY     - Date     Condition        Report By
 TG1135  HISTORY     - 1946     MONUMENTED       CGS
 TG1135  HISTORY     - 1963     GOOD             NGS
 TG1135
 TG1135                          STATION DESCRIPTION
 TG1135
 TG1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG1135'2.7 MI NE FROM RAY.
 TG1135'ABOUT 2.7 MILES NORTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TG1135'STATION AT RAY, ABOUT 3 RAILS SOUTHWEST OF THE SOUTHWEST END OF A
 TG1135'FILL, 116 FEET SOUTHEAST ACROSS THE TRACK FROM MILEPOST 91, 95.6 FEET
 TG1135'SOUTHEAST OF THE SOUTHEAST RAIL, 2.0 FEET NORTHWEST OF A FENCE, 1.3
 TG1135'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TG1135'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1202 ***********************************************************************
 TG1202  DESIGNATION -  M 388
 TG1202  PID         -  TG1202
 TG1202  STATE/COUNTY-  ND/WILLIAMS
 TG1202  USGS QUAD   -  CUSSICKS SPRING (1969)
 TG1202
 TG1202                         *CURRENT SURVEY CONTROL
 TG1202  ___________________________________________________________________
 TG1202* NAD 83(1986)-  48 09 53.     (N)    103 07 39.     (W)     SCALED    
 TG1202* NAVD 88     -       577.275  (meters)    1893.94   (feet)  ADJUSTED  
 TG1202  ___________________________________________________________________
 TG1202  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG1202  DYNAMIC HT  -         577.355 (meters)    1894.21  (feet)  COMP
 TG1202  MODELED GRAV-     980,731.5   (mgal)                       NAVD 88
 TG1202
 TG1202  VERT ORDER  -  SECOND    CLASS 0
 TG1202
 TG1202.The horizontal coordinates were scaled from a topographic map and have
 TG1202.an estimated accuracy of +/- 6 seconds.
 TG1202
 TG1202.The orthometric height was determined by differential leveling
 TG1202.and adjusted by the National Geodetic Survey in June 1991..
 TG1202
 TG1202.The geoid height was determined by GEOID03.
 TG1202
 TG1202.The dynamic height is computed by dividing the NAVD 88
 TG1202.geopotential number by the normal gravity value computed on the
 TG1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1202.degrees latitude (g = 980.6199 gals.).
 TG1202
 TG1202.The modeled gravity was interpolated from observed gravity values.
 TG1202
 TG1202;                    North         East    Units  Estimated Accuracy
 TG1202;SPC ND N     -   132,830.      404,600.      MT  (+/- 180 meters Scaled)
 TG1202
 TG1202                          SUPERSEDED SURVEY CONTROL
 TG1202
 TG1202  NGVD 29 (??/??/92)  576.788  (m)         1892.35   (f) ADJ UNCH    2 0
 TG1202
 TG1202.Superseded values are not recommended for survey control.
 TG1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1202.See file dsdata.txt to determine how the superseded data were derived.
 TG1202
 TG1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP392363(NAD 83)
 TG1202_MARKER: DB = BENCH MARK DISK
 TG1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1202_STAMPING: M 388 1946
 TG1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1202+STABILITY: SURFACE MOTION
 TG1202
 TG1202  HISTORY     - Date     Condition        Report By
 TG1202  HISTORY     - 1946     MONUMENTED       CGS
 TG1202  HISTORY     - 1969     MARK NOT FOUND   USGS
 TG1202
 TG1202                          STATION DESCRIPTION
 TG1202
 TG1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1202'25.5 MI E FROM WILLISTON.
 TG1202'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1202'MAIN STREET, THENCE EASTERLY 25.5 MILES ALONG THE MAIN GRAVELED ROAD
 TG1202'TO SITE OF MARK, BENCH MARK IS AT THE NORTHEAST CORNER OF A CULTIVATED
 TG1202'FIELD, 41.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 TG1202'ROAD, 4.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT WEST OF A FENCE AND
 TG1202'1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED M
 TG1202'388 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 TG1202'INCHES ABOVE GROUND.  NOTE-- RD REBUILT AND R/W EXTENDED.
 TG1202
 TG1202                          STATION RECOVERY (1969)
 TG1202
 TG1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TG1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0288 ***********************************************************************
 RQ0288  DESIGNATION -  M 39
 RQ0288  PID         -  RQ0288
 RQ0288  STATE/COUNTY-  ND/STUTSMAN
 RQ0288  USGS QUAD   -  STREETER (1983)
 RQ0288
 RQ0288                         *CURRENT SURVEY CONTROL
 RQ0288  ___________________________________________________________________
 RQ0288* NAD 83(1986)-  46 39 07.     (N)    099 15 06.     (W)     SCALED    
 RQ0288* NAVD 88     -       587.223  (meters)    1926.58   (feet)  ADJUSTED  
 RQ0288  ___________________________________________________________________
 RQ0288  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 RQ0288  DYNAMIC HT  -         587.218 (meters)    1926.56  (feet)  COMP
 RQ0288  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 RQ0288
 RQ0288  VERT ORDER  -  SECOND    CLASS 0
 RQ0288
 RQ0288.The horizontal coordinates were scaled from a topographic map and have
 RQ0288.an estimated accuracy of +/- 6 seconds.
 RQ0288
 RQ0288.The orthometric height was determined by differential leveling
 RQ0288.and adjusted by the National Geodetic Survey in June 1991..
 RQ0288
 RQ0288.The geoid height was determined by GEOID03.
 RQ0288
 RQ0288.The dynamic height is computed by dividing the NAVD 88
 RQ0288.geopotential number by the normal gravity value computed on the
 RQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0288.degrees latitude (g = 980.6199 gals.).
 RQ0288
 RQ0288.The modeled gravity was interpolated from observed gravity values.
 RQ0288
 RQ0288;                    North         East    Units  Estimated Accuracy
 RQ0288;SPC ND S     -   110,280.      695,550.      MT  (+/- 180 meters Scaled)
 RQ0288
 RQ0288                          SUPERSEDED SURVEY CONTROL
 RQ0288
 RQ0288  NGVD 29 (??/??/92)  586.793  (m)         1925.17   (f) ADJ UNCH    2 0
 RQ0288
 RQ0288.Superseded values are not recommended for survey control.
 RQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0288.See file dsdata.txt to determine how the superseded data were derived.
 RQ0288
 RQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS807665(NAD 83)
 RQ0288_MARKER: DB = BENCH MARK DISK
 RQ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0288_STAMPING: M-39 1934
 RQ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0288+STABILITY: SURFACE MOTION
 RQ0288
 RQ0288  HISTORY     - Date     Condition        Report By
 RQ0288  HISTORY     - 1934     MONUMENTED       CGS
 RQ0288  HISTORY     - 1960     GOOD             NGS
 RQ0288  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0288
 RQ0288                          STATION DESCRIPTION
 RQ0288
 RQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0288'5.3 MI E FROM STREETER.
 RQ0288'5.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0288'STREETER, STUTSMAN COUNTY, ABOUT 3 POLES EAST OF MILEPOST 141, AT THE
 RQ0288'WEST END OF AN OPEN CUT, AT A PRIVATE-ROAD CROSSING, ABOUT 60 FEET
 RQ0288'WEST OF THE ROAD, 42 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 5
 RQ0288'FEET EAST OF A POLE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 RQ0288'STANDARD DISK, STAMPED M 39 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0288'POST.
 RQ0288
 RQ0288                          STATION RECOVERY (1960)
 RQ0288
 RQ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RQ0288'RECOVERED IN GOOD CONDITION.
 RQ0288
 RQ0288                          STATION RECOVERY (1978)
 RQ0288
 RQ0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0859 ***********************************************************************
 TG0859  DESIGNATION -  M 390
 TG0859  PID         -  TG0859
 TG0859  STATE/COUNTY-  ND/MOUNTRAIL
 TG0859  USGS QUAD   -  TIOGA SE (1979)
 TG0859
 TG0859                         *CURRENT SURVEY CONTROL
 TG0859  ___________________________________________________________________
 TG0859* NAD 83(1986)-  48 19 39.     (N)    102 48 27.     (W)     SCALED    
 TG0859* NAVD 88     -       719.004  (meters)    2358.93   (feet)  ADJUSTED  
 TG0859  ___________________________________________________________________
 TG0859  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG0859  DYNAMIC HT  -         719.117 (meters)    2359.30  (feet)  COMP
 TG0859  MODELED GRAV-     980,743.1   (mgal)                       NAVD 88
 TG0859
 TG0859  VERT ORDER  -  SECOND    CLASS 0
 TG0859
 TG0859.The horizontal coordinates were scaled from a topographic map and have
 TG0859.an estimated accuracy of +/- 6 seconds.
 TG0859
 TG0859.The orthometric height was determined by differential leveling
 TG0859.and adjusted by the National Geodetic Survey in June 1991..
 TG0859
 TG0859.The geoid height was determined by GEOID03.
 TG0859
 TG0859.The dynamic height is computed by dividing the NAVD 88
 TG0859.geopotential number by the normal gravity value computed on the
 TG0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0859.degrees latitude (g = 980.6199 gals.).
 TG0859
 TG0859.The modeled gravity was interpolated from observed gravity values.
 TG0859
 TG0859;                    North         East    Units  Estimated Accuracy
 TG0859;SPC ND N     -   150,160.      428,930.      MT  (+/- 180 meters Scaled)
 TG0859
 TG0859                          SUPERSEDED SURVEY CONTROL
 TG0859
 TG0859  NGVD 29 (??/??/92)  718.535  (m)         2357.39   (f) ADJ UNCH    2 0
 TG0859
 TG0859.Superseded values are not recommended for survey control.
 TG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0859.See file dsdata.txt to determine how the superseded data were derived.
 TG0859
 TG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP625550(NAD 83)
 TG0859_MARKER: DB = BENCH MARK DISK
 TG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0859_STAMPING: M 390 1946
 TG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0859+STABILITY: SURFACE MOTION
 TG0859
 TG0859  HISTORY     - Date     Condition        Report By
 TG0859  HISTORY     - 1946     MONUMENTED       CGS
 TG0859  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0859
 TG0859                          STATION DESCRIPTION
 TG0859
 TG0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0859'4.6 MI S FROM WHITE EARTH.
 TG0859'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0859'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 1.1 MILES ALONG A GRADED
 TG0859'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO
 TG0859'DIRT ROADS, 44.0 FEET WEST OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER
 TG0859'LINE OF THE NORTH-SOUTH ROAD, 39.0 FEET NORTH OF THE CENTER LINE OF
 TG0859'THE EAST-WEST ROAD AND 1.0 FOOT SOUTH OF A 4 X 4 IN. MARKER POST. A
 TG0859'BRONZE DISK STAMPED M 390 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG0859'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG0859
 TG0859                          STATION RECOVERY (1981)
 TG0859
 TG0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0024 ***********************************************************************
 SO0024  DESIGNATION -  M 391
 SO0024  PID         -  SO0024
 SO0024  STATE/COUNTY-  ND/MCLEAN
 SO0024  USGS QUAD   -  NEW TOWN SE (1967)
 SO0024
 SO0024                         *CURRENT SURVEY CONTROL
 SO0024  ___________________________________________________________________
 SO0024* NAD 83(1986)-  47 49 07.     (N)    102 19 20.     (W)     SCALED    
 SO0024* NAVD 88     -       559.525  (meters)    1835.71   (feet)  ADJUSTED  
 SO0024  ___________________________________________________________________
 SO0024  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 SO0024  DYNAMIC HT  -         559.605 (meters)    1835.97  (feet)  COMP
 SO0024  MODELED GRAV-     980,736.0   (mgal)                       NAVD 88
 SO0024
 SO0024  VERT ORDER  -  SECOND    CLASS 0
 SO0024
 SO0024.The horizontal coordinates were scaled from a topographic map and have
 SO0024.an estimated accuracy of +/- 6 seconds.
 SO0024
 SO0024.The orthometric height was determined by differential leveling
 SO0024.and adjusted by the National Geodetic Survey in June 1991..
 SO0024
 SO0024.The geoid height was determined by GEOID03.
 SO0024
 SO0024.The dynamic height is computed by dividing the NAVD 88
 SO0024.geopotential number by the normal gravity value computed on the
 SO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0024.degrees latitude (g = 980.6199 gals.).
 SO0024
 SO0024.The modeled gravity was interpolated from observed gravity values.
 SO0024
 SO0024;                    North         East    Units  Estimated Accuracy
 SO0024;SPC ND N     -    92,630.      463,560.      MT  (+/- 180 meters Scaled)
 SO0024
 SO0024                          SUPERSEDED SURVEY CONTROL
 SO0024
 SO0024  NGVD 29 (??/??/92)  559.101  (m)         1834.32   (f) ADJ UNCH    2 0
 SO0024
 SO0024.Superseded values are not recommended for survey control.
 SO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0024.See file dsdata.txt to determine how the superseded data were derived.
 SO0024
 SO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN004996(NAD 83)
 SO0024_MARKER: DB = BENCH MARK DISK
 SO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0024_STAMPING: M 391 1946
 SO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0024+STABILITY: SURFACE MOTION
 SO0024
 SO0024  HISTORY     - Date     Condition        Report By
 SO0024  HISTORY     - 1946     MONUMENTED       CGS
 SO0024
 SO0024                          STATION DESCRIPTION
 SO0024
 SO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0024'1.4 MI E FROM SHELL CREEK.
 SO0024'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO EASTERLY 1.4 MILES
 SO0024'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS 73.0 FEET EAST OF
 SO0024'A FENCE CORNER, 33.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 SO0024'LINE OF THE ROAD, 12.5 FEET WEST OF A TELEPHONE POLE WITH A GUY WIRE,
 SO0024'1.5 FEET NORTH OF A FENCE AND 1.5 FEET WEST OF A 4 X 4 IN. MARKER
 SO0024'POST.  A BRONZE DISK STAMPED M 391 1946 SET IN THE TOP OF A CONCRETE
 SO0024'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1125 ***********************************************************************
 SN1125  DESIGNATION -  M 394
 SN1125  PID         -  SN1125
 SN1125  STATE/COUNTY-  ND/MCLEAN
 SN1125  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1125
 SN1125                         *CURRENT SURVEY CONTROL
 SN1125  ___________________________________________________________________
 SN1125* NAD 83(1986)-  47 38 47.     (N)    101 53 12.     (W)     SCALED    
 SN1125* NAVD 88     -       615.218  (meters)    2018.43   (feet)  ADJUSTED  
 SN1125  ___________________________________________________________________
 SN1125  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 SN1125  DYNAMIC HT  -         615.279 (meters)    2018.63  (feet)  COMP
 SN1125  MODELED GRAV-     980,692.2   (mgal)                       NAVD 88
 SN1125
 SN1125  VERT ORDER  -  SECOND    CLASS 0
 SN1125
 SN1125.The horizontal coordinates were scaled from a topographic map and have
 SN1125.an estimated accuracy of +/- 6 seconds.
 SN1125
 SN1125.The orthometric height was determined by differential leveling
 SN1125.and adjusted by the National Geodetic Survey in June 1991..
 SN1125
 SN1125.The geoid height was determined by GEOID03.
 SN1125
 SN1125.The dynamic height is computed by dividing the NAVD 88
 SN1125.geopotential number by the normal gravity value computed on the
 SN1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1125.degrees latitude (g = 980.6199 gals.).
 SN1125
 SN1125.The modeled gravity was interpolated from observed gravity values.
 SN1125
 SN1125;                    North         East    Units  Estimated Accuracy
 SN1125;SPC ND N     -    72,800.      495,820.      MT  (+/- 180 meters Scaled)
 SN1125
 SN1125                          SUPERSEDED SURVEY CONTROL
 SN1125
 SN1125  NGVD 29 (??/??/92)  614.802  (m)         2017.06   (f) ADJ UNCH    2 0
 SN1125
 SN1125.Superseded values are not recommended for survey control.
 SN1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1125.See file dsdata.txt to determine how the superseded data were derived.
 SN1125
 SN1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT832810(NAD 83)
 SN1125_MARKER: DB = BENCH MARK DISK
 SN1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1125_STAMPING: M 394 1946
 SN1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1125+STABILITY: SURFACE MOTION
 SN1125
 SN1125  HISTORY     - Date     Condition        Report By
 SN1125  HISTORY     - 1946     MONUMENTED       CGS
 SN1125  HISTORY     - 1962     GOOD             NGS
 SN1125
 SN1125                          STATION DESCRIPTION
 SN1125
 SN1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1125'11.0 MI W FROM EMMET.
 SN1125'ABOUT 1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT
 SN1125'EMMET, THENCE 10 MILE WEST ALONG A GRAVELED ROAD, AT A TRACK ROAD
 SN1125'INTERSECTION, 78 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 49
 SN1125'FEET NORTH OF THE CENTERLINE OF THE ROAD, 58 FEET WEST OF THE
 SN1125'CENTERLINE OF THE TRACK ROAD, 1 FOOT WEST OF A WITNESS POST, A DISK IN
 SN1125'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1126 ***********************************************************************
 SN1126  DESIGNATION -  M 394 RESET
 SN1126  PID         -  SN1126
 SN1126  STATE/COUNTY-  ND/MCLEAN
 SN1126  USGS QUAD   -  BLACKWATER LAKE NW (1956)
 SN1126
 SN1126                         *CURRENT SURVEY CONTROL
 SN1126  ___________________________________________________________________
 SN1126* NAD 83(1986)-  47 38 47.     (N)    101 53 12.     (W)     SCALED    
 SN1126* NAVD 88     -       614.87   (+/-2cm)    2017.3    (feet)  VERTCON   
 SN1126  ___________________________________________________________________
 SN1126  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 SN1126
 SN1126  VERT ORDER  -  THIRD (See Below)
 SN1126
 SN1126.The horizontal coordinates were scaled from a topographic map and have
 SN1126.an estimated accuracy of +/- 6 seconds.
 SN1126
 SN1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1126.The vertical order pertains to the NGVD 29 superseded value.
 SN1126
 SN1126.The geoid height was determined by GEOID03.
 SN1126
 SN1126;                    North         East    Units  Estimated Accuracy
 SN1126;SPC ND N     -    72,800.      495,820.      MT  (+/- 180 meters Scaled)
 SN1126
 SN1126                          SUPERSEDED SURVEY CONTROL
 SN1126
 SN1126  NGVD 29 (11/04/04)  614.45   (m)         2015.9    (f) RESET       3  
 SN1126
 SN1126.Superseded values are not recommended for survey control.
 SN1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1126.See file dsdata.txt to determine how the superseded data were derived.
 SN1126
 SN1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT832810(NAD 83)
 SN1126_MARKER: DB = BENCH MARK DISK
 SN1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1126_STAMPING: M 394 RESET 1965
 SN1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1126+STABILITY: SURFACE MOTION
 SN1126
 SN1126  HISTORY     - Date     Condition        Report By
 SN1126  HISTORY     - 1965     MONUMENTED       LOCENG
 SN1126  HISTORY     - 1966     GOOD             LOCENG
 SN1126
 SN1126                          STATION DESCRIPTION
 SN1126
 SN1126'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SN1126'23.0 MI W FROM GARRISON.
 SN1126'ABOUT 23.0 MILES WEST ALONG STATE HIGHWAY 37 AND A GRAVEL ROAD FROM
 SN1126'THE TOWN OF GARRISON, 1.0 MILE WEST ALONG STATE HIGHWAY 37 AND 10.0
 SN1126'MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT EMMET, AT THE
 SN1126'INTERSECTION OF SECTIONS 9, 10, 15 AND 16, T 148 N., R 88 W., 88 FEET
 SN1126'WEST OF THE CENTER LINE OF THE NORTH-SOUTH SECTION LINE TRAIL, 75 FEET
 SN1126'NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVEL ROAD, 1 FOOT WEST OF A
 SN1126'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST NEAR ROAD
 SN1126'STATION 159 + 00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0548 ***********************************************************************
 SO0548  DESIGNATION -  M 396
 SO0548  PID         -  SO0548
 SO0548  STATE/COUNTY-  ND/MCKENZIE
 SO0548  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0548
 SO0548                         *CURRENT SURVEY CONTROL
 SO0548  ___________________________________________________________________
 SO0548* NAD 83(1986)-  47 54 20.     (N)    103 11 52.     (W)     SCALED    
 SO0548* NAVD 88     -       619.507  (meters)    2032.50   (feet)  ADJUSTED  
 SO0548  ___________________________________________________________________
 SO0548  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 SO0548  DYNAMIC HT  -         619.572 (meters)    2032.71  (feet)  COMP
 SO0548  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 SO0548
 SO0548  VERT ORDER  -  SECOND    CLASS 0
 SO0548
 SO0548.The horizontal coordinates were scaled from a topographic map and have
 SO0548.an estimated accuracy of +/- 6 seconds.
 SO0548
 SO0548.The orthometric height was determined by differential leveling
 SO0548.and adjusted by the National Geodetic Survey in June 1991..
 SO0548
 SO0548.The geoid height was determined by GEOID03.
 SO0548
 SO0548.The dynamic height is computed by dividing the NAVD 88
 SO0548.geopotential number by the normal gravity value computed on the
 SO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0548.degrees latitude (g = 980.6199 gals.).
 SO0548
 SO0548.The modeled gravity was interpolated from observed gravity values.
 SO0548
 SO0548;                    North         East    Units  Estimated Accuracy
 SO0548;SPC ND N     -   104,210.      398,360.      MT  (+/- 180 meters Scaled)
 SO0548
 SO0548                          SUPERSEDED SURVEY CONTROL
 SO0548
 SO0548  NGVD 29 (??/??/92)  618.996  (m)         2030.82   (f) ADJ UNCH    2 0
 SO0548
 SO0548.Superseded values are not recommended for survey control.
 SO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0548.See file dsdata.txt to determine how the superseded data were derived.
 SO0548
 SO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP346073(NAD 83)
 SO0548_MARKER: DB = BENCH MARK DISK
 SO0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0548_STAMPING: M 396 1946
 SO0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0548+STABILITY: SURFACE MOTION
 SO0548
 SO0548  HISTORY     - Date     Condition        Report By
 SO0548  HISTORY     - 1946     MONUMENTED       CGS
 SO0548
 SO0548                          STATION DESCRIPTION
 SO0548
 SO0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0548'11.2 MI NE FROM WATFORD CITY.
 SO0548'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0548'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 7.3 MILES NORTH
 SO0548'ALONG A GRAVELED COUNTY ROAD, 50 FEET NORTHWEST OF THE NORTHWEST
 SO0548'CORNER OF A SCHOOL HOUSE, 35 FEET EAST OF THE CENTER LINE OF THE
 SO0548'GRAVELED ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF A 4 X
 SO0548'4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0705 ***********************************************************************
 SO0705  DESIGNATION -  M 396 RESET
 SO0705  PID         -  SO0705
 SO0705  STATE/COUNTY-  ND/MCKENZIE
 SO0705  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0705
 SO0705                         *CURRENT SURVEY CONTROL
 SO0705  ___________________________________________________________________
 SO0705* NAD 83(1986)-  47 54 20.     (N)    103 11 52.     (W)     SCALED    
 SO0705* NAVD 88     -       619.72   (+/-2cm)    2033.2    (feet)  VERTCON   
 SO0705  ___________________________________________________________________
 SO0705  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 SO0705
 SO0705  VERT ORDER  -  THIRD (See Below)
 SO0705
 SO0705.The horizontal coordinates were scaled from a topographic map and have
 SO0705.an estimated accuracy of +/- 6 seconds.
 SO0705
 SO0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0705.The vertical order pertains to the NGVD 29 superseded value.
 SO0705
 SO0705.The geoid height was determined by GEOID03.
 SO0705
 SO0705;                    North         East    Units  Estimated Accuracy
 SO0705;SPC ND N     -   104,210.      398,360.      MT  (+/- 180 meters Scaled)
 SO0705
 SO0705                          SUPERSEDED SURVEY CONTROL
 SO0705
 SO0705  NGVD 29 (11/04/04)  619.21   (m)         2031.5    (f) RESET       3  
 SO0705
 SO0705.Superseded values are not recommended for survey control.
 SO0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0705.See file dsdata.txt to determine how the superseded data were derived.
 SO0705
 SO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP346073(NAD 83)
 SO0705_MARKER: DB = BENCH MARK DISK
 SO0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0705_STAMPING: M 396 REST 1979
 SO0705_PROJECTION: FLUSH
 SO0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0705+STABILITY: SURFACE MOTION
 SO0705
 SO0705  HISTORY     - Date     Condition        Report By
 SO0705  HISTORY     - 1979     MONUMENTED       NGS
 SO0705
 SO0705                          STATION DESCRIPTION
 SO0705
 SO0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SO0705'11.2 MI NE FROM WATFORD CITY.
 SO0705'0.2 MILE NORTH FROM POST OFFICE IN WATFORD CITY 2.9 MILES EAST ALONG
 SO0705'STATE HIGHWAY 23, 7.25 MILES NORTH ALONG A COUNTY ROAD, 149 FEET EAST
 SO0705'OF CENTER OF ROAD, 49 FEET NORTHEAST OF NORTHEAST CORNER OF OLD
 SO0705'SCHOOL HOUSE, 40 FEET SOUTH OF CENTER OF ROAD, AND 2.8 FEET SOUTH OF
 SO0705'POWER LINE POLE.
 SO0705'THE MARK IS 1.8 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1286 ***********************************************************************
 TG1286  DESIGNATION -  M 397
 TG1286  PID         -  TG1286
 TG1286  STATE/COUNTY-  ND/MCKENZIE
 TG1286  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1286
 TG1286                         *CURRENT SURVEY CONTROL
 TG1286  ___________________________________________________________________
 TG1286* NAD 83(1986)-  48 00 37.     (N)    103 07 24.     (W)     SCALED    
 TG1286* NAVD 88     -       611.409  (meters)    2005.93   (feet)  ADJUSTED  
 TG1286  ___________________________________________________________________
 TG1286  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 TG1286  DYNAMIC HT  -         611.482 (meters)    2006.17  (feet)  COMP
 TG1286  MODELED GRAV-     980,710.3   (mgal)                       NAVD 88
 TG1286
 TG1286  VERT ORDER  -  SECOND    CLASS 0
 TG1286
 TG1286.The horizontal coordinates were scaled from a topographic map and have
 TG1286.an estimated accuracy of +/- 6 seconds.
 TG1286
 TG1286.The orthometric height was determined by differential leveling
 TG1286.and adjusted by the National Geodetic Survey in June 1991..
 TG1286
 TG1286.The geoid height was determined by GEOID03.
 TG1286
 TG1286.The dynamic height is computed by dividing the NAVD 88
 TG1286.geopotential number by the normal gravity value computed on the
 TG1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1286.degrees latitude (g = 980.6199 gals.).
 TG1286
 TG1286.The modeled gravity was interpolated from observed gravity values.
 TG1286
 TG1286;                    North         East    Units  Estimated Accuracy
 TG1286;SPC ND N     -   115,660.      404,320.      MT  (+/- 180 meters Scaled)
 TG1286
 TG1286                          SUPERSEDED SURVEY CONTROL
 TG1286
 TG1286  NGVD 29 (??/??/92)  610.914  (m)         2004.31   (f) ADJ UNCH    2 0
 TG1286
 TG1286.Superseded values are not recommended for survey control.
 TG1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1286.See file dsdata.txt to determine how the superseded data were derived.
 TG1286
 TG1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP399191(NAD 83)
 TG1286_MARKER: DB = BENCH MARK DISK
 TG1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1286_STAMPING: M 397 1946
 TG1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1286+STABILITY: SURFACE MOTION
 TG1286
 TG1286  HISTORY     - Date     Condition        Report By
 TG1286  HISTORY     - 1946     MONUMENTED       CGS
 TG1286
 TG1286                          STATION DESCRIPTION
 TG1286
 TG1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1286'29.4 MI NE FROM WATFORD CITY.
 TG1286'ABOUT 3.4 MILES EAST ALONG NORTH DAKOTA STATE HIGHWAY NO. 23 FROM THE
 TG1286'GREAT NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 16.9 MILES
 TG1286'NORTH ALONG A GRAVELED ROAD TO BANKS SCHOOL, THENCE NORTHEAST 4.9
 TG1286'MILES TO T-ROAD INTERSECTION ABOUT 0.1 MILE EAST OF THE TOBACO CREEK
 TG1286'BRIDGE, THENCE 4.2 MILES SOUTH TO TRIANGULAR INTERSECTION IN THE ROAD,
 TG1286'ABOUT 300 FEET WEST OF A CATTLE GUARD, 140 FEET SOUTH OF A FENCE
 TG1286'CORNER, 60 FEET NORTHWEST OF A FENCE CORNER, 58 FEET SOUTH OF THE
 TG1286'CENTER LINE OF THE ROAD, 45 FEET EAST OF A GRADED DIRT ROAD, 36 FEET
 TG1286'NORTH OF THE CENTER LINE OF A TRAIL ROAD, 3 FEET EAST OF A 4 X 4 IN.
 TG1286'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0492 ***********************************************************************
 SO0492  DESIGNATION -  M 398
 SO0492  PID         -  SO0492
 SO0492  STATE/COUNTY-  ND/DUNN
 SO0492  USGS QUAD   -  MANDAREE (1970)
 SO0492
 SO0492                         *CURRENT SURVEY CONTROL
 SO0492  ___________________________________________________________________
 SO0492* NAD 83(1986)-  47 40 00.     (N)    102 43 07.     (W)     SCALED    
 SO0492* NAVD 88     -       748.974  (meters)    2457.26   (feet)  ADJUSTED  
 SO0492  ___________________________________________________________________
 SO0492  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 SO0492  DYNAMIC HT  -         749.037 (meters)    2457.47  (feet)  COMP
 SO0492  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 SO0492
 SO0492  VERT ORDER  -  SECOND    CLASS 0
 SO0492
 SO0492.The horizontal coordinates were scaled from a topographic map and have
 SO0492.an estimated accuracy of +/- 6 seconds.
 SO0492
 SO0492.The orthometric height was determined by differential leveling
 SO0492.and adjusted by the National Geodetic Survey in June 1991..
 SO0492
 SO0492.The geoid height was determined by GEOID03.
 SO0492
 SO0492.The dynamic height is computed by dividing the NAVD 88
 SO0492.geopotential number by the normal gravity value computed on the
 SO0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0492.degrees latitude (g = 980.6199 gals.).
 SO0492
 SO0492.The modeled gravity was interpolated from observed gravity values.
 SO0492
 SO0492;                    North         East    Units  Estimated Accuracy
 SO0492;SPC ND S     -   224,680.      433,390.      MT  (+/- 180 meters Scaled)
 SO0492
 SO0492                          SUPERSEDED SURVEY CONTROL
 SO0492
 SO0492  NGVD 29 (??/??/92)  748.487  (m)         2455.66   (f) ADJ UNCH    2 0
 SO0492
 SO0492.Superseded values are not recommended for survey control.
 SO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0492.See file dsdata.txt to determine how the superseded data were derived.
 SO0492
 SO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN712817(NAD 83)
 SO0492_MARKER: DB = BENCH MARK DISK
 SO0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0492_STAMPING: M 398 1946
 SO0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0492+STABILITY: SURFACE MOTION
 SO0492
 SO0492  HISTORY     - Date     Condition        Report By
 SO0492  HISTORY     - 1946     MONUMENTED       CGS
 SO0492
 SO0492                          STATION DESCRIPTION
 SO0492
 SO0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0492'34.7 MI SE FROM WATFORD CITY.
 SO0492'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0492'NORTHERN RAILROAD AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST ALONG
 SO0492'STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 4.9 MILES EAST
 SO0492'ALONG A GRADED DIRT ROAD, ABOUT 215 FEET WEST OF POINT WHERE THE WATER
 SO0492'OVERFLOWS THE ROAD, 65 FEET SOUTHWEST OF HUGE OUTCROPPING BOULDER, 28
 SO0492'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A 4 X 4 IN.
 SO0492'MARKER POST.  NOTE-- 14.4 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0487 ***********************************************************************
 SO0487  DESIGNATION -  M 399
 SO0487  PID         -  SO0487
 SO0487  STATE/COUNTY-  ND/DUNN
 SO0487  USGS QUAD   -  SANISH SE (1967)
 SO0487
 SO0487                         *CURRENT SURVEY CONTROL
 SO0487  ___________________________________________________________________
 SO0487* NAD 83(1986)-  47 45 05.     (N)    102 36 02.     (W)     SCALED    
 SO0487* NAVD 88     -       689.274  (meters)    2261.39   (feet)  ADJUSTED  
 SO0487  ___________________________________________________________________
 SO0487  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 SO0487  DYNAMIC HT  -         689.343 (meters)    2261.62  (feet)  COMP
 SO0487  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 SO0487
 SO0487  VERT ORDER  -  SECOND    CLASS 0
 SO0487
 SO0487.The horizontal coordinates were scaled from a topographic map and have
 SO0487.an estimated accuracy of +/- 6 seconds.
 SO0487
 SO0487.The orthometric height was determined by differential leveling
 SO0487.and adjusted by the National Geodetic Survey in June 1991..
 SO0487
 SO0487.The geoid height was determined by GEOID03.
 SO0487
 SO0487.The dynamic height is computed by dividing the NAVD 88
 SO0487.geopotential number by the normal gravity value computed on the
 SO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0487.degrees latitude (g = 980.6199 gals.).
 SO0487
 SO0487.The modeled gravity was interpolated from observed gravity values.
 SO0487
 SO0487;                    North         East    Units  Estimated Accuracy
 SO0487;SPC ND S     -   233,850.      442,500.      MT  (+/- 180 meters Scaled)
 SO0487
 SO0487                          SUPERSEDED SURVEY CONTROL
 SO0487
 SO0487  NGVD 29 (??/??/92)  688.801  (m)         2259.84   (f) ADJ UNCH    2 0
 SO0487
 SO0487.Superseded values are not recommended for survey control.
 SO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0487.See file dsdata.txt to determine how the superseded data were derived.
 SO0487
 SO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN798914(NAD 83)
 SO0487_MARKER: DB = BENCH MARK DISK
 SO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0487_STAMPING: M 399 1946
 SO0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0487+STABILITY: SURFACE MOTION
 SO0487
 SO0487  HISTORY     - Date     Condition        Report By
 SO0487  HISTORY     - 1946     MONUMENTED       CGS
 SO0487
 SO0487                          STATION DESCRIPTION
 SO0487
 SO0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0487'22.8 MI S FROM SANISH.
 SO0487'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0487'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 21.0 MILES SOUTH ON A
 SO0487'GRAVELED ROAD THAT GRADUALLY DIMINISHES TO A DIRT TRACK ROAD AT ABOUT
 SO0487'9.0 MILES SOUTH OF STATE HIGHWAY NO. 23, ABOUT 100 FEET SOUTHWEST OF A
 SO0487'LARGE THICKET OF BUSHES AT THE HEAD OF A VERY LARGE GULCH, 29 FEET
 SO0487'EAST OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET NORTH OF A 4 X 4 IN.
 SO0487'MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0951 ***********************************************************************
 TF0951  DESIGNATION -  M 4
 TF0951  PID         -  TF0951
 TF0951  STATE/COUNTY-  ND/WARD
 TF0951  USGS QUAD   -  MINOT NW (1979)
 TF0951
 TF0951                         *CURRENT SURVEY CONTROL
 TF0951  ___________________________________________________________________
 TF0951* NAD 83(1986)-  48 14 59.     (N)    101 26 38.     (W)     SCALED    
 TF0951* NAVD 88     -       546.307  (meters)    1792.34   (feet)  ADJUSTED  
 TF0951  ___________________________________________________________________
 TF0951  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 TF0951  DYNAMIC HT  -         546.402 (meters)    1792.65  (feet)  COMP
 TF0951  MODELED GRAV-     980,766.9   (mgal)                       NAVD 88
 TF0951
 TF0951  VERT ORDER  -  FIRST     CLASS II
 TF0951
 TF0951.The horizontal coordinates were scaled from a topographic map and have
 TF0951.an estimated accuracy of +/- 6 seconds.
 TF0951
 TF0951.The orthometric height was determined by differential leveling
 TF0951.and adjusted by the National Geodetic Survey in June 1991..
 TF0951
 TF0951.The geoid height was determined by GEOID03.
 TF0951
 TF0951.The dynamic height is computed by dividing the NAVD 88
 TF0951.geopotential number by the normal gravity value computed on the
 TF0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0951.degrees latitude (g = 980.6199 gals.).
 TF0951
 TF0951.The modeled gravity was interpolated from observed gravity values.
 TF0951
 TF0951;                    North         East    Units  Estimated Accuracy
 TF0951;SPC ND N     -   139,380.      529,910.      MT  (+/- 180 meters Scaled)
 TF0951
 TF0951                          SUPERSEDED SURVEY CONTROL
 TF0951
 TF0951  NGVD 29 (??/??/92)  545.928  (m)         1791.10   (f) ADJ UNCH    1 2
 TF0951
 TF0951.Superseded values are not recommended for survey control.
 TF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0951.See file dsdata.txt to determine how the superseded data were derived.
 TF0951
 TF0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU185469(NAD 83)
 TF0951_MARKER: DB = BENCH MARK DISK
 TF0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0951_STAMPING: ELEV 1791.053 FT. M 4
 TF0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0951+STABILITY: SURFACE MOTION
 TF0951
 TF0951  HISTORY     - Date     Condition        Report By
 TF0951  HISTORY     - UNK      MONUMENTED       CGS
 TF0951  HISTORY     - 1962     GOOD             NGS
 TF0951  HISTORY     - 1981     GOOD             NGS
 TF0951
 TF0951                          STATION DESCRIPTION
 TF0951
 TF0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF0951'8.0 MI W FROM MINOT.
 TF0951'8.0 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0951'MINOT, ABOUT 0.3 MILE OR 13 POLES WEST OF MILEPOST 8, 34 FEET
 TF0951'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE SOUTH TRACK AND A DIRT
 TF0951'ROAD, 20.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 26 FEET
 TF0951'EAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHEAST OF A CROSSING
 TF0951'SIGN, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF0951'LEVEL OF THE TRACK, AND SET IN THE TOP OF A STONE POST PROJECTING 4
 TF0951'INCHES.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 5.6 MILES EAST
 TF0951'ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT DES LACS.
 TF0951
 TF0951                          STATION RECOVERY (1981)
 TF0951
 TF0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1532 ***********************************************************************
 TF1532  DESIGNATION -  M 4 B 2
 TF1532  PID         -  TF1532
 TF1532  STATE/COUNTY-  ND/RENVILLE
 TF1532  USGS QUAD   -  GRANO SW (1949)
 TF1532
 TF1532                         *CURRENT SURVEY CONTROL
 TF1532  ___________________________________________________________________
 TF1532* NAD 83(1986)-  48 34 47.     (N)    101 42 42.     (W)     SCALED    
 TF1532* NAVD 88     -       559.135  (meters)    1834.43   (feet)  ADJUSTED  
 TF1532  ___________________________________________________________________
 TF1532  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 TF1532  DYNAMIC HT  -         559.241 (meters)    1834.78  (feet)  COMP
 TF1532  MODELED GRAV-     980,782.4   (mgal)                       NAVD 88
 TF1532
 TF1532  VERT ORDER  -  SECOND    CLASS 0
 TF1532
 TF1532.The horizontal coordinates were scaled from a topographic map and have
 TF1532.an estimated accuracy of +/- 6 seconds.
 TF1532
 TF1532.The orthometric height was determined by differential leveling
 TF1532.and adjusted by the National Geodetic Survey in June 1991..
 TF1532
 TF1532.The geoid height was determined by GEOID03.
 TF1532
 TF1532.The dynamic height is computed by dividing the NAVD 88
 TF1532.geopotential number by the normal gravity value computed on the
 TF1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1532.degrees latitude (g = 980.6199 gals.).
 TF1532
 TF1532.The modeled gravity was interpolated from observed gravity values.
 TF1532
 TF1532;                    North         East    Units  Estimated Accuracy
 TF1532;SPC ND N     -   176,340.      510,600.      MT  (+/- 180 meters Scaled)
 TF1532
 TF1532                          SUPERSEDED SURVEY CONTROL
 TF1532
 TF1532  NGVD 29 (??/??/92)  558.76   (m)         1833.2    (f) COMPUTED    2 0
 TF1532
 TF1532.Superseded values are not recommended for survey control.
 TF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1532.See file dsdata.txt to determine how the superseded data were derived.
 TF1532
 TF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU000842(NAD 83)
 TF1532_MARKER: DD = SURVEY DISK
 TF1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1532_SP_SET: CONCRETE CYLINDER
 TF1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1532
 TF1532  HISTORY     - Date     Condition        Report By
 TF1532  HISTORY     - UNK      MONUMENTED       DOD
 TF1532  HISTORY     - 1963     GOOD             NGS
 TF1532
 TF1532                          STATION DESCRIPTION
 TF1532
 TF1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1532'5.95 MI S FROM GREENE.
 TF1532'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1532'STATION AT GREENE, THENCE 5.7 MILES SOUTH ALONG STATE HIGHWAY 28, 129
 TF1532'YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 40 YARDS SOUTHEAST OF A
 TF1532'SMALL GRASSY AREA, IN AN OPEN FIELD AND THE TOP SURFACE OVER THE
 TF1532'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 TF1532'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1535 ***********************************************************************
 TF1535  DESIGNATION -  M 4 Z
 TF1535  PID         -  TF1535
 TF1535  STATE/COUNTY-  ND/RENVILLE
 TF1535  USGS QUAD   -  GRANO SW (1949)
 TF1535
 TF1535                         *CURRENT SURVEY CONTROL
 TF1535  ___________________________________________________________________
 TF1535* NAD 83(1986)-  48 34 28.     (N)    101 42 44.     (W)     SCALED    
 TF1535* NAVD 88     -       557.297  (meters)    1828.40   (feet)  ADJUSTED  
 TF1535  ___________________________________________________________________
 TF1535  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1535  DYNAMIC HT  -         557.402 (meters)    1828.74  (feet)  COMP
 TF1535  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TF1535
 TF1535  VERT ORDER  -  SECOND    CLASS 0
 TF1535
 TF1535.The horizontal coordinates were scaled from a topographic map and have
 TF1535.an estimated accuracy of +/- 6 seconds.
 TF1535
 TF1535.The orthometric height was determined by differential leveling
 TF1535.and adjusted by the National Geodetic Survey in June 1991..
 TF1535
 TF1535.The geoid height was determined by GEOID03.
 TF1535
 TF1535.The dynamic height is computed by dividing the NAVD 88
 TF1535.geopotential number by the normal gravity value computed on the
 TF1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1535.degrees latitude (g = 980.6199 gals.).
 TF1535
 TF1535.The modeled gravity was interpolated from observed gravity values.
 TF1535
 TF1535;                    North         East    Units  Estimated Accuracy
 TF1535;SPC ND N     -   175,760.      510,550.      MT  (+/- 180 meters Scaled)
 TF1535
 TF1535                          SUPERSEDED SURVEY CONTROL
 TF1535
 TF1535  NGVD 29 (??/??/92)  556.92   (m)         1827.2    (f) COMPUTED    2 0
 TF1535
 TF1535.Superseded values are not recommended for survey control.
 TF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1535.See file dsdata.txt to determine how the superseded data were derived.
 TF1535
 TF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999837(NAD 83)
 TF1535_MARKER: DS = TRIANGULATION STATION DISK
 TF1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1535_STAMPING: M 4 Z 1963
 TF1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1535+STABILITY: SURFACE MOTION
 TF1535
 TF1535  HISTORY     - Date     Condition        Report By
 TF1535  HISTORY     - 1963     MONUMENTED       CGS
 TF1535
 TF1535                          STATION DESCRIPTION
 TF1535
 TF1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1535'6.35 MI S FROM GREENE.
 TF1535'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1535'STATION AT GREENE, THENCE 6.1 MILES SOUTH ALONG STATE HIGHWAY 28, AT
 TF1535'THE EAST EDGE OF A SMALL CEMETERY, 39 1/2 FEET WEST OF THE CENTER LINE
 TF1535'OF THE HIGHWAY, 193 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 TF1535'96.3 FEET SOUTH OF M 4 Z R.M. 1, 85.4 FEET NORTH OF M 4 Z R.M. 2, 16
 TF1535'FEET SOUTH OF THE CENTER OF THE CEMETERY GATE, 3 FEET EAST OF THE
 TF1535'CEMETERY FENCE, 4.5 FEET SOUTHEAST OF A METAL WITNESS POST AND SET IN
 TF1535'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1533 ***********************************************************************
 TF1533  DESIGNATION -  M 4 Z AZ MK
 TF1533  PID         -  TF1533
 TF1533  STATE/COUNTY-  ND/RENVILLE
 TF1533  USGS QUAD   -  GRANO SW (1949)
 TF1533
 TF1533                         *CURRENT SURVEY CONTROL
 TF1533  ___________________________________________________________________
 TF1533* NAD 83(1986)-  48 35 08.     (N)    101 42 46.     (W)     SCALED    
 TF1533* NAVD 88     -       558.737  (meters)    1833.12   (feet)  ADJUSTED  
 TF1533  ___________________________________________________________________
 TF1533  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 TF1533  DYNAMIC HT  -         558.844 (meters)    1833.47  (feet)  COMP
 TF1533  MODELED GRAV-     980,783.3   (mgal)                       NAVD 88
 TF1533
 TF1533  VERT ORDER  -  SECOND    CLASS 0
 TF1533
 TF1533.The horizontal coordinates were scaled from a topographic map and have
 TF1533.an estimated accuracy of +/- 6 seconds.
 TF1533
 TF1533.The orthometric height was determined by differential leveling
 TF1533.and adjusted by the National Geodetic Survey in June 1991..
 TF1533
 TF1533.The geoid height was determined by GEOID03.
 TF1533
 TF1533.The dynamic height is computed by dividing the NAVD 88
 TF1533.geopotential number by the normal gravity value computed on the
 TF1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1533.degrees latitude (g = 980.6199 gals.).
 TF1533
 TF1533.The modeled gravity was interpolated from observed gravity values.
 TF1533
 TF1533;                    North         East    Units  Estimated Accuracy
 TF1533;SPC ND N     -   176,990.      510,530.      MT  (+/- 180 meters Scaled)
 TF1533
 TF1533                          SUPERSEDED SURVEY CONTROL
 TF1533
 TF1533  NGVD 29 (??/??/92)  558.36   (m)         1831.9    (f) COMPUTED    2 0
 TF1533
 TF1533.Superseded values are not recommended for survey control.
 TF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1533.See file dsdata.txt to determine how the superseded data were derived.
 TF1533
 TF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999849(NAD 83)
 TF1533_MARKER: DZ = AZIMUTH MARK DISK
 TF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1533_STAMPING: M 4 Z 1963
 TF1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1533+STABILITY: SURFACE MOTION
 TF1533
 TF1533  HISTORY     - Date     Condition        Report By
 TF1533  HISTORY     - 1963     MONUMENTED       CGS
 TF1533
 TF1533                          STATION DESCRIPTION
 TF1533
 TF1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1533'5.55 MI S FROM GREENE.
 TF1533'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1533'AT GREENE, THENCE 5.3 MILES SOUTH ALONG COUNTY ROAD 28, 52 FEET WEST
 TF1533'OF THE CENTER LINE OF THE ROAD, 12 1/2 FEET SOUTH OF THE CENTER OF A
 TF1533'FIELD ENTRANCE, 10 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT
 TF1533'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF1533'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1536 ***********************************************************************
 TF1536  DESIGNATION -  M 4 Z RM 1
 TF1536  PID         -  TF1536
 TF1536  STATE/COUNTY-  ND/RENVILLE
 TF1536  USGS QUAD   -  GRANO SW (1949)
 TF1536
 TF1536                         *CURRENT SURVEY CONTROL
 TF1536  ___________________________________________________________________
 TF1536* NAD 83(1986)-  48 34 27.     (N)    101 42 44.     (W)     SCALED    
 TF1536* NAVD 88     -       556.832  (meters)    1826.87   (feet)  ADJUSTED  
 TF1536  ___________________________________________________________________
 TF1536  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1536  DYNAMIC HT  -         556.938 (meters)    1827.22  (feet)  COMP
 TF1536  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TF1536
 TF1536  VERT ORDER  -  SECOND    CLASS 0
 TF1536
 TF1536.The horizontal coordinates were scaled from a topographic map and have
 TF1536.an estimated accuracy of +/- 6 seconds.
 TF1536
 TF1536.The orthometric height was determined by differential leveling
 TF1536.and adjusted by the National Geodetic Survey in June 1991..
 TF1536
 TF1536.The geoid height was determined by GEOID03.
 TF1536
 TF1536.The dynamic height is computed by dividing the NAVD 88
 TF1536.geopotential number by the normal gravity value computed on the
 TF1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1536.degrees latitude (g = 980.6199 gals.).
 TF1536
 TF1536.The modeled gravity was interpolated from observed gravity values.
 TF1536
 TF1536;                    North         East    Units  Estimated Accuracy
 TF1536;SPC ND N     -   175,730.      510,550.      MT  (+/- 180 meters Scaled)
 TF1536
 TF1536                          SUPERSEDED SURVEY CONTROL
 TF1536
 TF1536  NGVD 29 (??/??/92)  556.46   (m)         1825.7    (f) COMPUTED    2 0
 TF1536
 TF1536.Superseded values are not recommended for survey control.
 TF1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1536.See file dsdata.txt to determine how the superseded data were derived.
 TF1536
 TF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999836(NAD 83)
 TF1536_MARKER: DR = REFERENCE MARK DISK
 TF1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1536_STAMPING: M 4 Z NO 1 1963
 TF1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1536+STABILITY: SURFACE MOTION
 TF1536
 TF1536  HISTORY     - Date     Condition        Report By
 TF1536  HISTORY     - 1963     MONUMENTED       CGS
 TF1536
 TF1536                          STATION DESCRIPTION
 TF1536
 TF1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1536'6.35 MI S FROM GREENE.
 TF1536'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1536'STATION AT GREENE, THENCE 6.1 MILES SOUTH ALONG STATE HIGHWAY 28, AT
 TF1536'THE EAST EDGE OF A SMALL CEMETERY, 41 FEET WEST OF THE CENTER LINE OF
 TF1536'THE HIGHWAY, 96 1/2 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 TF1536'96.3 FEET NORTH OF M 4 Z 1963, 59 FEET SOUTH OF THE NORTHEAST CORNER
 TF1536'OF THE CEMETERY, 2 FEET EAST OF THE CEMETERY FENCE, ABOUT 1 1/2 FEET
 TF1536'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF1536'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1534 ***********************************************************************
 TF1534  DESIGNATION -  M 4 Z RM 2
 TF1534  PID         -  TF1534
 TF1534  STATE/COUNTY-  ND/RENVILLE
 TF1534  USGS QUAD   -  GRANO SW (1949)
 TF1534
 TF1534                         *CURRENT SURVEY CONTROL
 TF1534  ___________________________________________________________________
 TF1534* NAD 83(1986)-  48 34 27.     (N)    101 42 44.     (W)     SCALED    
 TF1534* NAVD 88     -       556.769  (meters)    1826.67   (feet)  ADJUSTED  
 TF1534  ___________________________________________________________________
 TF1534  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1534  DYNAMIC HT  -         556.875 (meters)    1827.01  (feet)  COMP
 TF1534  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TF1534
 TF1534  VERT ORDER  -  SECOND    CLASS 0
 TF1534
 TF1534.The horizontal coordinates were scaled from a topographic map and have
 TF1534.an estimated accuracy of +/- 6 seconds.
 TF1534
 TF1534.The orthometric height was determined by differential leveling
 TF1534.and adjusted by the National Geodetic Survey in June 1991..
 TF1534
 TF1534.The geoid height was determined by GEOID03.
 TF1534
 TF1534.The dynamic height is computed by dividing the NAVD 88
 TF1534.geopotential number by the normal gravity value computed on the
 TF1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1534.degrees latitude (g = 980.6199 gals.).
 TF1534
 TF1534.The modeled gravity was interpolated from observed gravity values.
 TF1534
 TF1534;                    North         East    Units  Estimated Accuracy
 TF1534;SPC ND N     -   175,730.      510,550.      MT  (+/- 180 meters Scaled)
 TF1534
 TF1534                          SUPERSEDED SURVEY CONTROL
 TF1534
 TF1534  NGVD 29 (??/??/92)  556.39   (m)         1825.4    (f) COMPUTED    2 0
 TF1534
 TF1534.Superseded values are not recommended for survey control.
 TF1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1534.See file dsdata.txt to determine how the superseded data were derived.
 TF1534
 TF1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU999836(NAD 83)
 TF1534_MARKER: DR = REFERENCE MARK DISK
 TF1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1534_STAMPING: M 4 Z NO 2 1963
 TF1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1534+STABILITY: SURFACE MOTION
 TF1534
 TF1534  HISTORY     - Date     Condition        Report By
 TF1534  HISTORY     - 1963     MONUMENTED       CGS
 TF1534
 TF1534                          STATION DESCRIPTION
 TF1534
 TF1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1534'6.35 MI S FROM GREENE.
 TF1534'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1534'STATION AT GREENE, THENCE 6.1 MILES SOUTH ALONG STATE HIGHWAY 28, AT
 TF1534'THE EAST EDGE OF A SMALL CEMETERY, 40 FEET WEST OF THE CENTER LINE OF
 TF1534'THE HIGHWAY, 85.4 FEET SOUTH OF M 4 Z 1963, 44 FEET NORTHEAST OF THE
 TF1534'INGEBORG TOMBSTONE IN THE CEMETERY, 1 1/2 FEET EAST OF THE CEMETERY
 TF1534'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 TF1534'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0402 ***********************************************************************
 RQ0402  DESIGNATION -  M 40 RESET
 RQ0402  PID         -  RQ0402
 RQ0402  STATE/COUNTY-  ND/LOGAN
 RQ0402  USGS QUAD   -  STREETER FLATS (1983)
 RQ0402
 RQ0402                         *CURRENT SURVEY CONTROL
 RQ0402  ___________________________________________________________________
 RQ0402* NAD 83(1986)-  46 30 53.     (N)    099 34 50.     (W)     SCALED    
 RQ0402* NAVD 88     -       621.81   (+/-2cm)    2040.1    (feet)  VERTCON   
 RQ0402  ___________________________________________________________________
 RQ0402  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RQ0402
 RQ0402  VERT ORDER  -  THIRD (See Below)
 RQ0402
 RQ0402.The horizontal coordinates were scaled from a topographic map and have
 RQ0402.an estimated accuracy of +/- 6 seconds.
 RQ0402
 RQ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0402.The vertical order pertains to the NGVD 29 superseded value.
 RQ0402
 RQ0402.The geoid height was determined by GEOID03.
 RQ0402
 RQ0402;                    North         East    Units  Estimated Accuracy
 RQ0402;SPC ND S     -    94,680.      670,560.      MT  (+/- 180 meters Scaled)
 RQ0402
 RQ0402                          SUPERSEDED SURVEY CONTROL
 RQ0402
 RQ0402  NGVD 29 (11/04/04)  621.38   (m)         2038.6    (f) RESET       3  
 RQ0402
 RQ0402.Superseded values are not recommended for survey control.
 RQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0402.See file dsdata.txt to determine how the superseded data were derived.
 RQ0402
 RQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS554514(NAD 83)
 RQ0402_MARKER: DD = SURVEY DISK
 RQ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0402_STAMPING: M 40 RESET 1952
 RQ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0402+STABILITY: SURFACE MOTION
 RQ0402
 RQ0402  HISTORY     - Date     Condition        Report By
 RQ0402  HISTORY     - 1952     MONUMENTED       NDHD
 RQ0402  HISTORY     - 1958     GOOD             NGS
 RQ0402  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0402
 RQ0402                          STATION DESCRIPTION
 RQ0402
 RQ0402'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1952
 RQ0402'9.8 MI E FROM NAPOLEON.
 RQ0402'9.8 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 RQ0402'NAPOLEON, LOGAN COUNTY, AT A ROAD INTERSECTION, 90 FEET WEST OF THE
 RQ0402'SIDE ROAD, 92 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 RQ0402'EAST OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED M 40
 RQ0402'RESET 1952 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0402
 RQ0402                          STATION RECOVERY (1958)
 RQ0402
 RQ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 RQ0402'RECOVERED IN GOOD CONDITION.
 RQ0402
 RQ0402                          STATION RECOVERY (1978)
 RQ0402
 RQ0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0966 ***********************************************************************
 SN0966  DESIGNATION -  M 401
 SN0966  PID         -  SN0966
 SN0966  STATE/COUNTY-  ND/MERCER
 SN0966  USGS QUAD   -  HAZEN NW (1969)
 SN0966
 SN0966                         *CURRENT SURVEY CONTROL
 SN0966  ___________________________________________________________________
 SN0966* NAD 83(1986)-  47 28 26.     (N)    101 42 58.     (W)     SCALED    
 SN0966* NAVD 88     -       608.175  (meters)    1995.32   (feet)  ADJUSTED  
 SN0966  ___________________________________________________________________
 SN0966  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 SN0966  DYNAMIC HT  -         608.225 (meters)    1995.48  (feet)  COMP
 SN0966  MODELED GRAV-     980,673.7   (mgal)                       NAVD 88
 SN0966
 SN0966  VERT ORDER  -  SECOND    CLASS 0
 SN0966
 SN0966.The horizontal coordinates were scaled from a topographic map and have
 SN0966.an estimated accuracy of +/- 6 seconds.
 SN0966
 SN0966.The orthometric height was determined by differential leveling
 SN0966.and adjusted by the National Geodetic Survey in June 1991..
 SN0966
 SN0966.The geoid height was determined by GEOID03.
 SN0966
 SN0966.The dynamic height is computed by dividing the NAVD 88
 SN0966.geopotential number by the normal gravity value computed on the
 SN0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0966.degrees latitude (g = 980.6199 gals.).
 SN0966
 SN0966.The modeled gravity was interpolated from observed gravity values.
 SN0966
 SN0966;                    North         East    Units  Estimated Accuracy
 SN0966;SPC ND S     -   201,600.      508,330.      MT  (+/- 180 meters Scaled)
 SN0966
 SN0966                          SUPERSEDED SURVEY CONTROL
 SN0966
 SN0966  NGVD 29 (??/??/92)  607.787  (m)         1994.05   (f) ADJ UNCH    2 0
 SN0966
 SN0966.Superseded values are not recommended for survey control.
 SN0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0966.See file dsdata.txt to determine how the superseded data were derived.
 SN0966
 SN0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT953614(NAD 83)
 SN0966_MARKER: DB = BENCH MARK DISK
 SN0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0966_STAMPING: 1994.048 M 401 1946
 SN0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0966+STABILITY: SURFACE MOTION
 SN0966
 SN0966  HISTORY     - Date     Condition        Report By
 SN0966  HISTORY     - 1946     MONUMENTED       CGS
 SN0966  HISTORY     - 1956     GOOD             NGS
 SN0966
 SN0966                          STATION DESCRIPTION
 SN0966
 SN0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SN0966'18.4 MI N FROM BEULAH.
 SN0966'18.4 MILES NORTH OF BEULAH, MERCER COUNTY.  THIS BENCH MARK MAY BE
 SN0966'REACHED FROM THE CROSSING OF STATE HIGHWAY 25 AND THE NORTHERN PACIFIC
 SN0966'RAILWAY BY GOING 4.6 MILES NORTH ALONG A GRAVEL COUNTY ROAD TO A FORK
 SN0966'IN THE ROAD, 9.2 MILES NORTH ALONG THE EAST FORK TO KRONTHALS
 SN0966'CROSSROADS AND THE END OF THE GRAVEL SURFACE, 1.2 MILES NORTH ALONG A
 SN0966'GRADED DIRT ROAD TO THE HOME OF JAKE WAFNER, AND 3.0 MILES EAST ALONG
 SN0966'A GRADED DIRT ROAD.  IT IS 150 FEET SOUTH OF THE SITE OF A WHITE
 SN0966'CHURCH (THE CHURCH IS GONE), 100 FEET NORTHEAST OF A ROAD
 SN0966'INTERSECTION, 90 FEET SOUTH OF A TWIN COTTONWOOD TREE, 50 FEET EAST OF
 SN0966'THE GATE OF A CEMETERY FENCE, 28 FEET EAST OF THE GRADED DIRT ROAD, 7
 SN0966'FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF THE EAST-AND-WEST FENCE,
 SN0966'AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 SN0966'STAMPED 1994.048 M 401 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0041 ***********************************************************************
 QS0041  DESIGNATION -  M 402
 QS0041  PID         -  QS0041
 QS0041  STATE/COUNTY-  ND/EMMONS
 QS0041  USGS QUAD   -  POLLOCK NW (1966)
 QS0041
 QS0041                         *CURRENT SURVEY CONTROL
 QS0041  ___________________________________________________________________
 QS0041* NAD 83(1986)-  45 58 50.     (N)    100 28 39.     (W)     SCALED    
 QS0041* NAVD 88     -       513.311  (meters)    1684.09   (feet)  ADJUSTED  
 QS0041  ___________________________________________________________________
 QS0041  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 QS0041  DYNAMIC HT  -         513.280 (meters)    1683.99  (feet)  COMP
 QS0041  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 QS0041
 QS0041  VERT ORDER  -  FIRST     CLASS II
 QS0041
 QS0041.The horizontal coordinates were scaled from a topographic map and have
 QS0041.an estimated accuracy of +/- 6 seconds.
 QS0041
 QS0041.The orthometric height was determined by differential leveling
 QS0041.and adjusted by the National Geodetic Survey in June 1991..
 QS0041
 QS0041.The geoid height was determined by GEOID03.
 QS0041
 QS0041.The dynamic height is computed by dividing the NAVD 88
 QS0041.geopotential number by the normal gravity value computed on the
 QS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0041.degrees latitude (g = 980.6199 gals.).
 QS0041
 QS0041.The modeled gravity was interpolated from observed gravity values.
 QS0041
 QS0041;                    North         East    Units  Estimated Accuracy
 QS0041;SPC ND S     -    34,890.      601,740.      MT  (+/- 180 meters Scaled)
 QS0041
 QS0041                          SUPERSEDED SURVEY CONTROL
 QS0041
 QS0041  NGVD 29 (??/??/92)  512.926  (m)         1682.82   (f) ADJ UNCH    1 2
 QS0041
 QS0041.Superseded values are not recommended for survey control.
 QS0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0041.See file dsdata.txt to determine how the superseded data were derived.
 QS0041
 QS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR855929(NAD 83)
 QS0041_MARKER: DB = BENCH MARK DISK
 QS0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0041_STAMPING: M 402 1949
 QS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0041+STABILITY: SURFACE MOTION
 QS0041
 QS0041  HISTORY     - Date     Condition        Report By
 QS0041  HISTORY     - 1949     MONUMENTED       CGS
 QS0041  HISTORY     - 1964     GOOD             NGS
 QS0041  HISTORY     - 1980     MARK NOT FOUND   NGS
 QS0041
 QS0041                          STATION DESCRIPTION
 QS0041
 QS0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0041'14.2 MI NW FROM POLLOCK.
 QS0041'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0041'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED
 QS0041'DIRT ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD,
 QS0041'THENCE 0.5 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE
 QS0041'WEST ALONG A GRADED DIRT ROAD, THENCE 1.55 MILES NORTH ALONG A
 QS0041'GRADED DIRT ROAD, THENCE 2.6 MILES WEST ALONG A DIRT ROAD,
 QS0041'THENCE 1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST
 QS0041'ALONG A DIRT ROAD, 108 YARDS (PACED) NORTH OF A CURVE IN THE
 QS0041'ROAD, 49 FEET WEST OF A FENCE LINE WHICH IS ACROSS THE ROAD
 QS0041'FROM THE MARK, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2
 QS0041'FEET EAST OF A REFERENCE POST, AND SET IN THE TOP OF A 5-FOOT
 QS0041'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.  NOTE-- 1964
 QS0041'REPORT--THE TOWN OF POLLOCK HAS BEEN MOVED APPROXIMATELY 0.8
 QS0041'MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0041
 QS0041                          STATION RECOVERY (1964)
 QS0041
 QS0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 QS0041'RECOVERED IN GOOD CONDITION.
 QS0041
 QS0041                          STATION RECOVERY (1980)
 QS0041
 QS0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QS0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0865 ***********************************************************************
 SN0865  DESIGNATION -  M 403
 SN0865  PID         -  SN0865
 SN0865  STATE/COUNTY-  ND/OLIVER
 SN0865  USGS QUAD   -  WASHBURN (1980)
 SN0865
 SN0865                         *CURRENT SURVEY CONTROL
 SN0865  ___________________________________________________________________
 SN0865* NAD 83(1986)-  47 17 10.     (N)    101 02 33.     (W)     SCALED    
 SN0865* NAVD 88     -       509.283  (meters)    1670.87   (feet)  ADJUSTED  
 SN0865  ___________________________________________________________________
 SN0865  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 SN0865  DYNAMIC HT  -         509.321 (meters)    1671.00  (feet)  COMP
 SN0865  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 SN0865
 SN0865  VERT ORDER  -  SECOND    CLASS 0
 SN0865
 SN0865.The horizontal coordinates were scaled from a topographic map and have
 SN0865.an estimated accuracy of +/- 6 seconds.
 SN0865
 SN0865.The orthometric height was determined by differential leveling
 SN0865.and adjusted by the National Geodetic Survey in June 1991..
 SN0865
 SN0865.The geoid height was determined by GEOID03.
 SN0865
 SN0865.The dynamic height is computed by dividing the NAVD 88
 SN0865.geopotential number by the normal gravity value computed on the
 SN0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0865.degrees latitude (g = 980.6199 gals.).
 SN0865
 SN0865.The modeled gravity was interpolated from observed gravity values.
 SN0865
 SN0865;                    North         East    Units  Estimated Accuracy
 SN0865;SPC ND S     -   180,160.      558,960.      MT  (+/- 180 meters Scaled)
 SN0865
 SN0865                          SUPERSEDED SURVEY CONTROL
 SN0865
 SN0865  NGVD 29 (??/??/92)  508.89   (m)         1669.6    (f) COMPUTED    2 0
 SN0865
 SN0865.Superseded values are not recommended for survey control.
 SN0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0865.See file dsdata.txt to determine how the superseded data were derived.
 SN0865
 SN0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT455389(NAD 83)
 SN0865_MARKER: DB = BENCH MARK DISK
 SN0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0865_STAMPING: M 403 1958
 SN0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0865+STABILITY: SURFACE MOTION
 SN0865
 SN0865  HISTORY     - Date     Condition        Report By
 SN0865  HISTORY     - 1958     MONUMENTED       CGS
 SN0865  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0865
 SN0865                          STATION DESCRIPTION
 SN0865
 SN0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0865'0.6 MI W FROM WASHBURN.
 SN0865'0.6 MILE WEST OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 SN0865'RAILROAD STATION AT WASHBURN, ABOUT 4.0 MILE NORTHEAST OF HENSLER, ON
 SN0865'THE SOUTHWEST SIDE OF THE MISSOURI RIVER, ABOUT 300 FEET SOUTHWEST OF
 SN0865'THE SOUTH ONE OF THREE FERRY LANDINGS, 250 FEET SOUTHWEST OF THE
 SN0865'SOUTHWEST BANK OF THE RIVER, 66 FEET SOUTHWEST OF THE CENTER LINE OF A
 SN0865'ROAD, 1 1/2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 SN0865'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
 SN0865'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0865'THE SOO LINE RAILROAD.
 SN0865
 SN0865                          STATION RECOVERY (1982)
 SN0865
 SN0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0560 ***********************************************************************
 TE0560  DESIGNATION -  M 404
 TE0560  PID         -  TE0560
 TE0560  STATE/COUNTY-  ND/RAMSEY
 TE0560  USGS QUAD   -  LAKOTA NW (1971)
 TE0560
 TE0560                         *CURRENT SURVEY CONTROL
 TE0560  ___________________________________________________________________
 TE0560* NAD 83(1986)-  48 08 13.     (N)    098 29 11.     (W)     SCALED    
 TE0560* NAVD 88     -       460.071  (meters)    1509.42   (feet)  ADJUSTED  
 TE0560  ___________________________________________________________________
 TE0560  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0560  DYNAMIC HT  -         460.150 (meters)    1509.68  (feet)  COMP
 TE0560  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TE0560
 TE0560  VERT ORDER  -  SECOND    CLASS 0
 TE0560
 TE0560.The horizontal coordinates were scaled from a topographic map and have
 TE0560.an estimated accuracy of +/- 6 seconds.
 TE0560
 TE0560.The orthometric height was determined by differential leveling
 TE0560.and adjusted by the National Geodetic Survey in June 1991..
 TE0560
 TE0560.The geoid height was determined by GEOID03.
 TE0560
 TE0560.The dynamic height is computed by dividing the NAVD 88
 TE0560.geopotential number by the normal gravity value computed on the
 TE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0560.degrees latitude (g = 980.6199 gals.).
 TE0560
 TE0560.The modeled gravity was interpolated from observed gravity values.
 TE0560
 TE0560;                    North         East    Units  Estimated Accuracy
 TE0560;SPC ND N     -   128,370.      749,840.      MT  (+/- 180 meters Scaled)
 TE0560
 TE0560                          SUPERSEDED SURVEY CONTROL
 TE0560
 TE0560  NGVD 29 (??/??/92)  459.691  (m)         1508.17   (f) ADJ UNCH    2 0
 TE0560
 TE0560.Superseded values are not recommended for survey control.
 TE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0560.See file dsdata.txt to determine how the superseded data were derived.
 TE0560
 TE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU382316(NAD 83)
 TE0560_MARKER: DB = BENCH MARK DISK
 TE0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0560_STAMPING: M 404 1963
 TE0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0560+STABILITY: SURFACE MOTION
 TE0560
 TE0560  HISTORY     - Date     Condition        Report By
 TE0560  HISTORY     - 1963     MONUMENTED       CGS
 TE0560  HISTORY     - 1964     GOOD             NGS
 TE0560
 TE0560                          STATION DESCRIPTION
 TE0560
 TE0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0560'8.6 MI NW FROM BARTLETT.
 TE0560'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0560'AT BARTLETT, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 TE0560'MILE WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A
 TE0560'GRAVELED ROAD, IN S 22, R 61 W, T 154 N, ABOUT 1.0 MILE SOUTH OF A
 TE0560'GRAVELED ROAD INTERSECTION, AT THE JUNCTION OF A DIRT ROAD LEADING
 TE0560'WEST, 50.5 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 35 FEET
 TE0560'NORTH OF A POWER POLE AND A FENCE CORNER, 2.0 FEET WEST OF A FENCE
 TE0560'LINE, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 TE0560'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0560'INCHES.
 TE0560
 TE0560                          STATION RECOVERY (1964)
 TE0560
 TE0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1100 ***********************************************************************
 TE1100  DESIGNATION -  M 405
 TE1100  PID         -  TE1100
 TE1100  STATE/COUNTY-  ND/CAVALIER
 TE1100  USGS QUAD   -  HANNAH (1970)
 TE1100
 TE1100                         *CURRENT SURVEY CONTROL
 TE1100  ___________________________________________________________________
 TE1100* NAD 83(1986)-  48 56 55.     (N)    098 41 40.     (W)     SCALED    
 TE1100* NAVD 88     -       474.635  (meters)    1557.20   (feet)  ADJUSTED  
 TE1100  ___________________________________________________________________
 TE1100  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 TE1100  DYNAMIC HT  -         474.752 (meters)    1557.58  (feet)  COMP
 TE1100  MODELED GRAV-     980,839.9   (mgal)                       NAVD 88
 TE1100
 TE1100  VERT ORDER  -  SECOND    CLASS 0
 TE1100
 TE1100.The horizontal coordinates were scaled from a topographic map and have
 TE1100.an estimated accuracy of +/- 6 seconds.
 TE1100
 TE1100.The orthometric height was determined by differential leveling
 TE1100.and adjusted by the National Geodetic Survey in June 1991..
 TE1100
 TE1100.The geoid height was determined by GEOID03.
 TE1100
 TE1100.The dynamic height is computed by dividing the NAVD 88
 TE1100.geopotential number by the normal gravity value computed on the
 TE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1100.degrees latitude (g = 980.6199 gals.).
 TE1100
 TE1100.The modeled gravity was interpolated from observed gravity values.
 TE1100
 TE1100;                    North         East    Units  Estimated Accuracy
 TE1100;SPC ND N     -   218,210.      732,250.      MT  (+/- 180 meters Scaled)
 TE1100
 TE1100                          SUPERSEDED SURVEY CONTROL
 TE1100
 TE1100  NGVD 29 (??/??/92)  474.253  (m)         1555.95   (f) ADJ UNCH    2 0
 TE1100
 TE1100.Superseded values are not recommended for survey control.
 TE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1100.See file dsdata.txt to determine how the superseded data were derived.
 TE1100
 TE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV223217(NAD 83)
 TE1100_MARKER: DB = BENCH MARK DISK
 TE1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1100_SP_SET: FOUNDATION
 TE1100_STAMPING: M 405 1964
 TE1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1100
 TE1100  HISTORY     - Date     Condition        Report By
 TE1100  HISTORY     - 1964     MONUMENTED       CGS
 TE1100
 TE1100                          STATION DESCRIPTION
 TE1100
 TE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1100'1.5 MI S FROM HANNAH.
 TE1100'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE1100'HANNAH, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, IN S 16, R 62 W,
 TE1100'T 163 N, AT THE WILLARD CROCKETT FARMHOUSE, SET VERTICALLY IN THE EAST
 TE1100'FACE OF THE CONCRETE FOUNDATION OF A LARGE MACHINE SHED, 221 FEET
 TE1100'SOUTH OF THE CENTER LINE OF THE ROAD, 137 FEET WEST OF THE CENTER LINE
 TE1100'OF THE ROAD, 2.9 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 TE1100'ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND ABOUT 4 INCHES ABOVE THE
 TE1100'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0890 ***********************************************************************
 TE0890  DESIGNATION -  M 406
 TE0890  PID         -  TE0890
 TE0890  STATE/COUNTY-  ND/CAVALIER
 TE0890  USGS QUAD   -  WALES (1970)
 TE0890
 TE0890                         *CURRENT SURVEY CONTROL
 TE0890  ___________________________________________________________________
 TE0890* NAD 83(1986)-  48 53 30.     (N)    098 31 06.     (W)     SCALED    
 TE0890* NAVD 88     -       477.937  (meters)    1568.03   (feet)  ADJUSTED  
 TE0890  ___________________________________________________________________
 TE0890  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 TE0890  DYNAMIC HT  -         478.051 (meters)    1568.41  (feet)  COMP
 TE0890  MODELED GRAV-     980,835.3   (mgal)                       NAVD 88
 TE0890
 TE0890  VERT ORDER  -  SECOND    CLASS 0
 TE0890
 TE0890.The horizontal coordinates were scaled from a topographic map and have
 TE0890.an estimated accuracy of +/- 6 seconds.
 TE0890
 TE0890.The orthometric height was determined by differential leveling
 TE0890.and adjusted by the National Geodetic Survey in June 1991..
 TE0890
 TE0890.The geoid height was determined by GEOID03.
 TE0890
 TE0890.The dynamic height is computed by dividing the NAVD 88
 TE0890.geopotential number by the normal gravity value computed on the
 TE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0890.degrees latitude (g = 980.6199 gals.).
 TE0890
 TE0890.The modeled gravity was interpolated from observed gravity values.
 TE0890
 TE0890;                    North         East    Units  Estimated Accuracy
 TE0890;SPC ND N     -   212,200.      745,310.      MT  (+/- 180 meters Scaled)
 TE0890
 TE0890                          SUPERSEDED SURVEY CONTROL
 TE0890
 TE0890  NGVD 29 (??/??/92)  477.553  (m)         1566.77   (f) ADJ UNCH    2 0
 TE0890
 TE0890.Superseded values are not recommended for survey control.
 TE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0890.See file dsdata.txt to determine how the superseded data were derived.
 TE0890
 TE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV353155(NAD 83)
 TE0890_MARKER: DB = BENCH MARK DISK
 TE0890_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0890_SP_SET: 13 FT
 TE0890_STAMPING: M 406 1964
 TE0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0890
 TE0890  HISTORY     - Date     Condition        Report By
 TE0890  HISTORY     - 1964     MONUMENTED       CGS
 TE0890  HISTORY     - 1968     GOOD             DOD
 TE0890
 TE0890                          STATION DESCRIPTION
 TE0890
 TE0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0890'4.2 MI E FROM WALES.
 TE0890'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0890'WALES, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 34, R
 TE0890'61 W, T 163 N, 80 FEET NORTH OF THE CENTER LINE OF THE ROAD, 56 WEST
 TE0890'OF THE PROJECTED CENTER LINE OF A TRAIL LEADING SOUTH, 41 1/2 FEET
 TE0890'NORTH OF A FENCE LINE, 71 FEET NORTHWEST OF THE CENTER OF A WIRE GATE
 TE0890'AT ENTRANCE TO PASTURE, 4 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 TE0890'BELOW THE LEVEL OF THE ROAD, AND IS A DISK ON THE TOP OF A COPPER
 TE0890'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH CAST
 TE0890'IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  THE ROD WAS
 TE0890'DRIVEN TO REFUSAL AT A DEPTH OF 13 FEET.
 TE0890
 TE0890                          STATION RECOVERY (1968)
 TE0890
 TE0890'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0973 ***********************************************************************
 TE0973  DESIGNATION -  M 407
 TE0973  PID         -  TE0973
 TE0973  STATE/COUNTY-  ND/CAVALIER
 TE0973  USGS QUAD   -  HANNAH (1970)
 TE0973
 TE0973                         *CURRENT SURVEY CONTROL
 TE0973  ___________________________________________________________________
 TE0973* NAD 83(1986)-  48 59 33.     (N)    098 37 31.     (W)     SCALED    
 TE0973* NAVD 88     -       471.188  (meters)    1545.89   (feet)  ADJUSTED  
 TE0973  ___________________________________________________________________
 TE0973  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 TE0973  DYNAMIC HT  -         471.307 (meters)    1546.28  (feet)  COMP
 TE0973  MODELED GRAV-     980,847.2   (mgal)                       NAVD 88
 TE0973
 TE0973  VERT ORDER  -  SECOND    CLASS 0
 TE0973
 TE0973.The horizontal coordinates were scaled from a topographic map and have
 TE0973.an estimated accuracy of +/- 6 seconds.
 TE0973
 TE0973.The orthometric height was determined by differential leveling
 TE0973.and adjusted by the National Geodetic Survey in June 1991..
 TE0973
 TE0973.The geoid height was determined by GEOID03.
 TE0973
 TE0973.The dynamic height is computed by dividing the NAVD 88
 TE0973.geopotential number by the normal gravity value computed on the
 TE0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0973.degrees latitude (g = 980.6199 gals.).
 TE0973
 TE0973.The modeled gravity was interpolated from observed gravity values.
 TE0973
 TE0973;                    North         East    Units  Estimated Accuracy
 TE0973;SPC ND N     -   223,210.      737,190.      MT  (+/- 180 meters Scaled)
 TE0973
 TE0973                          SUPERSEDED SURVEY CONTROL
 TE0973
 TE0973  NGVD 29 (??/??/92)  470.805  (m)         1544.63   (f) ADJ UNCH    2 0
 TE0973
 TE0973.Superseded values are not recommended for survey control.
 TE0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0973.See file dsdata.txt to determine how the superseded data were derived.
 TE0973
 TE0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV274266(NAD 83)
 TE0973_MARKER: DB = BENCH MARK DISK
 TE0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0973_STAMPING: M 407 1964
 TE0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0973+STABILITY: SURFACE MOTION
 TE0973
 TE0973  HISTORY     - Date     Condition        Report By
 TE0973  HISTORY     - 1964     MONUMENTED       CGS
 TE0973
 TE0973                          STATION DESCRIPTION
 TE0973
 TE0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0973'4.9 MI E FROM HANNAH.
 TE0973'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0973'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TE0973'EAST ALONG A SECTION LINE TRAIL ROAD, THENCE 0.5 MILE WEST ACROSS A
 TE0973'CULTIVATED FIELD, THENCE 2.2 MILES EAST ALONG A SECTION LINE TRAIL
 TE0973'ROAD, IN S 25, R 62 W, T 164 N, ABOUT 0.3 MILE WEST OF AN ABANDONED
 TE0973'FARMHOUSE, ABOUT 0.2 MILE EAST OF THE SOUTHWEST CORNER OF SECTION 25,
 TE0973'12 FEET EAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF AN EAST-WEST
 TE0973'SECTION LINE FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, AND SET IN
 TE0973'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0078 ***********************************************************************
 TE0078  DESIGNATION -  M 408
 TE0078  PID         -  TE0078
 TE0078  STATE/COUNTY-  ND/CAVALIER
 TE0078  USGS QUAD   -  NEKOMA NW (1972)
 TE0078
 TE0078                         *CURRENT SURVEY CONTROL
 TE0078  ___________________________________________________________________
 TE0078* NAD 83(1986)-  48 37 50.     (N)    098 25 37.     (W)     SCALED    
 TE0078* NAVD 88     -       485.816  (meters)    1593.88   (feet)  ADJUSTED  
 TE0078  ___________________________________________________________________
 TE0078  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0078  DYNAMIC HT  -         485.917 (meters)    1594.21  (feet)  COMP
 TE0078  MODELED GRAV-     980,802.4   (mgal)                       NAVD 88
 TE0078
 TE0078  VERT ORDER  -  SECOND    CLASS 0
 TE0078
 TE0078.The horizontal coordinates were scaled from a topographic map and have
 TE0078.an estimated accuracy of +/- 6 seconds.
 TE0078
 TE0078.The orthometric height was determined by differential leveling
 TE0078.and adjusted by the National Geodetic Survey in June 1991..
 TE0078
 TE0078.The geoid height was determined by GEOID03.
 TE0078
 TE0078.The dynamic height is computed by dividing the NAVD 88
 TE0078.geopotential number by the normal gravity value computed on the
 TE0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0078.degrees latitude (g = 980.6199 gals.).
 TE0078
 TE0078.The modeled gravity was interpolated from observed gravity values.
 TE0078
 TE0078;                    North         East    Units  Estimated Accuracy
 TE0078;SPC ND N     -   183,350.      752,790.      MT  (+/- 180 meters Scaled)
 TE0078
 TE0078                          SUPERSEDED SURVEY CONTROL
 TE0078
 TE0078  NGVD 29 (??/??/92)  485.432  (m)         1592.62   (f) ADJ UNCH    2 0
 TE0078
 TE0078.Superseded values are not recommended for survey control.
 TE0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0078.See file dsdata.txt to determine how the superseded data were derived.
 TE0078
 TE0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU422865(NAD 83)
 TE0078_MARKER: DB = BENCH MARK DISK
 TE0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0078_STAMPING: M 408 1964
 TE0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0078+STABILITY: SURFACE MOTION
 TE0078
 TE0078  HISTORY     - Date     Condition        Report By
 TE0078  HISTORY     - 1964     MONUMENTED       CGS
 TE0078  HISTORY     - 1968     GOOD             DOD
 TE0078
 TE0078                          STATION DESCRIPTION
 TE0078
 TE0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0078'4.9 MI E FROM LOMA.
 TE0078'ABOUT 4.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0078'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT LOMA,
 TE0078'IN S 32, R 60 W, T 160 N, 69 FEET NORTH OF THE CENTER LINE OF THE
 TE0078'ROAD, 44 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH TRAIL ROAD, 1.5
 TE0078'FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE0078'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 TE0078'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD NOW
 TE0078'KNOWN AS THE SOO LINE RAILROAD.
 TE0078
 TE0078                          STATION RECOVERY (1968)
 TE0078
 TE0078'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0701 ***********************************************************************
 TD0701  DESIGNATION -  M 409
 TD0701  PID         -  TD0701
 TD0701  STATE/COUNTY-  ND/WALSH
 TD0701  USGS QUAD   -  CRYSTAL (1963)
 TD0701
 TD0701                         *CURRENT SURVEY CONTROL
 TD0701  ___________________________________________________________________
 TD0701* NAD 83(1986)-  48 31 35.     (N)    097 43 52.     (W)     SCALED    
 TD0701* NAVD 88     -       282.277  (meters)     926.10   (feet)  ADJUSTED  
 TD0701  ___________________________________________________________________
 TD0701  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 TD0701  DYNAMIC HT  -         282.345 (meters)     926.33  (feet)  COMP
 TD0701  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 TD0701
 TD0701  VERT ORDER  -  SECOND    CLASS 0
 TD0701
 TD0701.The horizontal coordinates were scaled from a topographic map and have
 TD0701.an estimated accuracy of +/- 6 seconds.
 TD0701
 TD0701.The orthometric height was determined by differential leveling
 TD0701.and adjusted by the National Geodetic Survey in June 1991..
 TD0701
 TD0701.The geoid height was determined by GEOID03.
 TD0701
 TD0701.The dynamic height is computed by dividing the NAVD 88
 TD0701.geopotential number by the normal gravity value computed on the
 TD0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0701.degrees latitude (g = 980.6199 gals.).
 TD0701
 TD0701.The modeled gravity was interpolated from observed gravity values.
 TD0701
 TD0701;                    North         East    Units  Estimated Accuracy
 TD0701;SPC ND N     -   173,390.      804,470.      MT  (+/- 180 meters Scaled)
 TD0701
 TD0701                          SUPERSEDED SURVEY CONTROL
 TD0701
 TD0701  NGVD 29 (??/??/92)  281.936  (m)          924.99   (f) ADJ UNCH    2 0
 TD0701
 TD0701.Superseded values are not recommended for survey control.
 TD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0701.See file dsdata.txt to determine how the superseded data were derived.
 TD0701
 TD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU936755(NAD 83)
 TD0701_MARKER: DB = BENCH MARK DISK
 TD0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0701_STAMPING: M 409 1964
 TD0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0701+STABILITY: SURFACE MOTION
 TD0701
 TD0701  HISTORY     - Date     Condition        Report By
 TD0701  HISTORY     - 1964     MONUMENTED       CGS
 TD0701
 TD0701                          STATION DESCRIPTION
 TD0701
 TD0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0701'9.8 MI N FROM PARK RIVER.
 TD0701'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0701'STATION AT PARK RIVER, THENCE 9.0 MILES NORTHEAST ALONG COUNTY ROAD
 TD0701'12, IN S 10, R 55 W, T 158 N, ABOUT 1.2 MILES NORTH OF A 35-FOOT
 TD0701'BRIDGE OVER MIDDLE BRANCH PARK RIVER, ABOUT 0.1 MILE SOUTH OF A ROAD
 TD0701'INTERSECTION, 126 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 TD0701'DRIVE LEADING EAST TO A CULTIVATED FIELD, 119 FEET NORTHEAST OF THE
 TD0701'NORTHEAST CORNER OF AN 8-FOOT CONCRETE CULVERT, 88 FEET EAST OF THE
 TD0701'CENTER LINE OF THE ROAD, 8 FEET NORTH OF A POWER POLE AND IN LINE WITH
 TD0701'A ROW OF POLES, 1.9 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE
 TD0701'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0365 ***********************************************************************
 RQ0365  DESIGNATION -  M 41
 RQ0365  PID         -  RQ0365
 RQ0365  STATE/COUNTY-  ND/LOGAN
 RQ0365  USGS QUAD   -  WISHEK (1982)
 RQ0365
 RQ0365                         *CURRENT SURVEY CONTROL
 RQ0365  ___________________________________________________________________
 RQ0365* NAD 83(1986)-  46 19 27.     (N)    099 35 26.     (W)     SCALED    
 RQ0365* NAVD 88     -       605.141  (meters)    1985.37   (feet)  ADJUSTED  
 RQ0365  ___________________________________________________________________
 RQ0365  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 RQ0365  DYNAMIC HT  -         605.114 (meters)    1985.28  (feet)  COMP
 RQ0365  MODELED GRAV-     980,550.0   (mgal)                       NAVD 88
 RQ0365
 RQ0365  VERT ORDER  -  SECOND    CLASS 0
 RQ0365
 RQ0365.The horizontal coordinates were scaled from a topographic map and have
 RQ0365.an estimated accuracy of +/- 6 seconds.
 RQ0365
 RQ0365.The orthometric height was determined by differential leveling
 RQ0365.and adjusted by the National Geodetic Survey in June 1991..
 RQ0365
 RQ0365.The geoid height was determined by GEOID03.
 RQ0365
 RQ0365.The dynamic height is computed by dividing the NAVD 88
 RQ0365.geopotential number by the normal gravity value computed on the
 RQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0365.degrees latitude (g = 980.6199 gals.).
 RQ0365
 RQ0365.The modeled gravity was interpolated from observed gravity values.
 RQ0365
 RQ0365;                    North         East    Units  Estimated Accuracy
 RQ0365;SPC ND S     -    73,490.      670,030.      MT  (+/- 180 meters Scaled)
 RQ0365
 RQ0365                          SUPERSEDED SURVEY CONTROL
 RQ0365
 RQ0365  NGVD 29 (??/??/92)  604.703  (m)         1983.93   (f) ADJ UNCH    2 0
 RQ0365
 RQ0365.Superseded values are not recommended for survey control.
 RQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0365.See file dsdata.txt to determine how the superseded data were derived.
 RQ0365
 RQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS545302(NAD 83)
 RQ0365_MARKER: DB = BENCH MARK DISK
 RQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0365_STAMPING: M 41 1934
 RQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0365+STABILITY: SURFACE MOTION
 RQ0365
 RQ0365  HISTORY     - Date     Condition        Report By
 RQ0365  HISTORY     - 1934     MONUMENTED       CGS
 RQ0365  HISTORY     - 1959     GOOD             NGS
 RQ0365
 RQ0365                          STATION DESCRIPTION
 RQ0365
 RQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0365'5.3 MI NW FROM WISHEK.
 RQ0365'IN LOGAN COUNTY, 5.3 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL
 RQ0365'AND SAULT STE. MARIE RAILWAY FROM THE CITY HALL AT WISHEK, MCINTOSH
 RQ0365'COUNTY, AT MILEPOST 346, 7 POLES SOUTH OF TWIN 4-FOOT TILE CULVERTS,
 RQ0365'43 FEET EAST OF THE CENTERLINE OF THE TRACK, 4 FEET NORTH OF A POLE,
 RQ0365'AND ABOUT 4 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED M 41
 RQ0365'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS,
 RQ0365'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0365
 RQ0365                          STATION RECOVERY (1959)
 RQ0365
 RQ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0601 ***********************************************************************
 TD0601  DESIGNATION -  M 410
 TD0601  PID         -  TD0601
 TD0601  STATE/COUNTY-  ND/WALSH
 TD0601  USGS QUAD   -  UNION (1972)
 TD0601
 TD0601                         *CURRENT SURVEY CONTROL
 TD0601  ___________________________________________________________________
 TD0601* NAD 83(1986)-  48 30 54.     (N)    097 54 27.     (W)     SCALED    
 TD0601* NAVD 88     -       376.787  (meters)    1236.18   (feet)  ADJUSTED  
 TD0601  ___________________________________________________________________
 TD0601  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 TD0601  DYNAMIC HT  -         376.866 (meters)    1236.43  (feet)  COMP
 TD0601  MODELED GRAV-     980,808.0   (mgal)                       NAVD 88
 TD0601
 TD0601  VERT ORDER  -  SECOND    CLASS 0
 TD0601
 TD0601.The horizontal coordinates were scaled from a topographic map and have
 TD0601.an estimated accuracy of +/- 6 seconds.
 TD0601
 TD0601.The orthometric height was determined by differential leveling
 TD0601.and adjusted by the National Geodetic Survey in June 1991..
 TD0601
 TD0601.The geoid height was determined by GEOID03.
 TD0601
 TD0601.The dynamic height is computed by dividing the NAVD 88
 TD0601.geopotential number by the normal gravity value computed on the
 TD0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0601.degrees latitude (g = 980.6199 gals.).
 TD0601
 TD0601.The modeled gravity was interpolated from observed gravity values.
 TD0601
 TD0601;                    North         East    Units  Estimated Accuracy
 TD0601;SPC ND N     -   171,670.      791,490.      MT  (+/- 180 meters Scaled)
 TD0601
 TD0601                          SUPERSEDED SURVEY CONTROL
 TD0601
 TD0601  NGVD 29 (??/??/92)  376.422  (m)         1234.98   (f) ADJ UNCH    2 0
 TD0601
 TD0601.Superseded values are not recommended for survey control.
 TD0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0601.See file dsdata.txt to determine how the superseded data were derived.
 TD0601
 TD0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU806741(NAD 83)
 TD0601_MARKER: DB = BENCH MARK DISK
 TD0601_SETTING: 80 = SET IN A BOULDER
 TD0601_SP_SET: BOULDER
 TD0601_STAMPING: M 410 1964
 TD0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0601+STABILITY: SURFACE MOTION
 TD0601
 TD0601  HISTORY     - Date     Condition        Report By
 TD0601  HISTORY     - 1964     MONUMENTED       CGS
 TD0601
 TD0601                          STATION DESCRIPTION
 TD0601
 TD0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0601'2.3 MI NW FROM EDINBURG.
 TD0601'ABOUT 2.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0601'STATION AT EDINBURG, IN S 7, R 56 W, T 158 N, ABOUT TEN 33-FOOT RAILS
 TD0601'NORTH OF AN EAST-WEST GRAVELED ROAD CROSSING, ABOUT 6 1/2 RAILS NORTH
 TD0601'ALONG AND ACROSS THE TRACK FROM MILEPOST 46, 44 FEET EAST OF THE EAST
 TD0601'RAIL, SET IN THE TOP OF A GRANITE BOULDER THAT IS ABOUT 4 FEET SQUARE
 TD0601'AND 6 INCHES HIGH, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF THE NORTH
 TD0601'END OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0498 ***********************************************************************
 TE0498  DESIGNATION -  M 411
 TE0498  PID         -  TE0498
 TE0498  STATE/COUNTY-  ND/WALSH
 TE0498  USGS QUAD   -  ADAMS (1972)
 TE0498
 TE0498                         *CURRENT SURVEY CONTROL
 TE0498  ___________________________________________________________________
 TE0498* NAD 83(1986)-  48 24 46.     (N)    098 06 42.     (W)     SCALED    
 TE0498* NAVD 88     -       479.691  (meters)    1573.79   (feet)  ADJUSTED  
 TE0498  ___________________________________________________________________
 TE0498  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 TE0498  DYNAMIC HT  -         479.784 (meters)    1574.09  (feet)  COMP
 TE0498  MODELED GRAV-     980,789.5   (mgal)                       NAVD 88
 TE0498
 TE0498  VERT ORDER  -  SECOND    CLASS 0
 TE0498
 TE0498.The horizontal coordinates were scaled from a topographic map and have
 TE0498.an estimated accuracy of +/- 6 seconds.
 TE0498
 TE0498.The orthometric height was determined by differential leveling
 TE0498.and adjusted by the National Geodetic Survey in June 1991..
 TE0498
 TE0498.The geoid height was determined by GEOID03.
 TE0498
 TE0498.The dynamic height is computed by dividing the NAVD 88
 TE0498.geopotential number by the normal gravity value computed on the
 TE0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0498.degrees latitude (g = 980.6199 gals.).
 TE0498
 TE0498.The modeled gravity was interpolated from observed gravity values.
 TE0498
 TE0498;                    North         East    Units  Estimated Accuracy
 TE0498;SPC ND N     -   159,820.      776,770.      MT  (+/- 180 meters Scaled)
 TE0498
 TE0498                          SUPERSEDED SURVEY CONTROL
 TE0498
 TE0498  NGVD 29 (??/??/92)  479.311  (m)         1572.54   (f) ADJ UNCH    2 0
 TE0498
 TE0498.Superseded values are not recommended for survey control.
 TE0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0498.See file dsdata.txt to determine how the superseded data were derived.
 TE0498
 TE0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU657625(NAD 83)
 TE0498_MARKER: DB = BENCH MARK DISK
 TE0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0498_STAMPING: M 411 1964
 TE0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0498+STABILITY: SURFACE MOTION
 TE0498
 TE0498  HISTORY     - Date     Condition        Report By
 TE0498  HISTORY     - 1964     MONUMENTED       CGS
 TE0498
 TE0498                          STATION DESCRIPTION
 TE0498
 TE0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0498'2.3 MI W FROM ADAMS.
 TE0498'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0498'SOO LINE RAILROAD AT ADAMS, IN S 22, R 58 W, T 157 N, ABOUT 0.5 MILE
 TE0498'EAST OF THE INTERSECTION OF COUNTY ROAD 35, 115 FEET SOUTHWEST OF THE
 TE0498'SOUTH END OF THE MORE WESTERLY OF TWO 48-INCH PIPE CULVERTS, 82 FEET
 TE0498'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A POWER POLE
 TE0498'AND IN LINE WITH A ROW OF POLES, 1.6 FEET EAST OF A METAL WITNESS
 TE0498'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TE0498'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0718 ***********************************************************************
 TE0718  DESIGNATION -  M 412 RESET
 TE0718  PID         -  TE0718
 TE0718  STATE/COUNTY-  ND/RAMSEY
 TE0718  USGS QUAD   -  DERRICK (1972)
 TE0718
 TE0718                         *CURRENT SURVEY CONTROL
 TE0718  ___________________________________________________________________
 TE0718* NAD 83(1986)-  48 29 08.     (N)    098 33 28.     (W)     SCALED    
 TE0718* NAVD 88     -       467.80   (+/-2cm)    1534.8    (feet)  VERTCON   
 TE0718  ___________________________________________________________________
 TE0718  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 TE0718
 TE0718  VERT ORDER  -  THIRD (See Below)
 TE0718
 TE0718.The horizontal coordinates were scaled from a topographic map and have
 TE0718.an estimated accuracy of +/- 6 seconds.
 TE0718
 TE0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0718.The vertical order pertains to the NGVD 29 superseded value.
 TE0718
 TE0718.The geoid height was determined by GEOID03.
 TE0718
 TE0718;                    North         East    Units  Estimated Accuracy
 TE0718;SPC ND N     -   166,980.      743,550.      MT  (+/- 180 meters Scaled)
 TE0718
 TE0718                          SUPERSEDED SURVEY CONTROL
 TE0718
 TE0718  NGVD 29 (??/??/??)  467.41   (m)         1533.5    (f) RESET       3  
 TE0718
 TE0718.Superseded values are not recommended for survey control.
 TE0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0718.See file dsdata.txt to determine how the superseded data were derived.
 TE0718
 TE0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU326703(NAD 83)
 TE0718_MARKER: DB = BENCH MARK DISK
 TE0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0718_STAMPING: M 412 RESET 1970
 TE0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0718+STABILITY: SURFACE MOTION
 TE0718
 TE0718  HISTORY     - Date     Condition        Report By
 TE0718  HISTORY     - 1970     MONUMENTED       NGS
 TE0718
 TE0718                          STATION DESCRIPTION
 TE0718
 TE0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TE0718'0.6 MI N FROM DERRICK.
 TE0718'ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0718'RAILWAY STATION AT DERRICK, OR ABOUT 0.6 MILE EAST ALONG COUNTY ROAD 9
 TE0718'FROM ITS CROSSING WITH THE GREAT NORTHERN RAILWAY, IN THE SOUTHEAST
 TE0718'CORNER AT A CROSSROAD INTERSECTION, 97 FEET SOUTHEAST OF THE CENTER OF
 TE0718'THE INTERSECTION, 76.5 FEET SOUTH OF COUNTY ROAD 9, 58 FEET EAST OF
 TE0718'THE CENTER OF GRAVELED ROAD, 3.5 FEET EAST OF A TELEPHONE POLE, 3 FEET
 TE0718'NORTHEAST OF A TELEPHONE CABLE INSPECTION POST, 1.5 FEET SOUTHWEST OF
 TE0718'A METAL WITNESS POST, AND ABOUT LEVEL WITH COUNTY ROAD 9, SET IN A
 TE0718'ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0317 ***********************************************************************
 TE0317  DESIGNATION -  M 413
 TE0317  PID         -  TE0317
 TE0317  STATE/COUNTY-  ND/CAVALIER
 TE0317  USGS QUAD   -  OSNABROCK SW (1972)
 TE0317
 TE0317                         *CURRENT SURVEY CONTROL
 TE0317  ___________________________________________________________________
 TE0317* NAD 83(1986)-  48 36 04.     (N)    098 08 42.     (W)     SCALED    
 TE0317* NAVD 88     -       492.106  (meters)    1614.52   (feet)  ADJUSTED  
 TE0317  ___________________________________________________________________
 TE0317  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TE0317  DYNAMIC HT  -         492.202 (meters)    1614.83  (feet)  COMP
 TE0317  MODELED GRAV-     980,792.1   (mgal)                       NAVD 88
 TE0317
 TE0317  VERT ORDER  -  SECOND    CLASS 0
 TE0317
 TE0317.The horizontal coordinates were scaled from a topographic map and have
 TE0317.an estimated accuracy of +/- 6 seconds.
 TE0317
 TE0317.The orthometric height was determined by differential leveling
 TE0317.and adjusted by the National Geodetic Survey in June 1991..
 TE0317
 TE0317.The geoid height was determined by GEOID03.
 TE0317
 TE0317.The dynamic height is computed by dividing the NAVD 88
 TE0317.geopotential number by the normal gravity value computed on the
 TE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0317.degrees latitude (g = 980.6199 gals.).
 TE0317
 TE0317.The modeled gravity was interpolated from observed gravity values.
 TE0317
 TE0317;                    North         East    Units  Estimated Accuracy
 TE0317;SPC ND N     -   180,670.      773,660.      MT  (+/- 180 meters Scaled)
 TE0317
 TE0317                          SUPERSEDED SURVEY CONTROL
 TE0317
 TE0317  NGVD 29 (??/??/92)  491.724  (m)         1613.26   (f) ADJ UNCH    2 0
 TE0317
 TE0317.Superseded values are not recommended for survey control.
 TE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0317.See file dsdata.txt to determine how the superseded data were derived.
 TE0317
 TE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU630834(NAD 83)
 TE0317_MARKER: DB = BENCH MARK DISK
 TE0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0317_STAMPING: M 413 1964
 TE0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0317+STABILITY: SURFACE MOTION
 TE0317
 TE0317  HISTORY     - Date     Condition        Report By
 TE0317  HISTORY     - 1964     MONUMENTED       CGS
 TE0317  HISTORY     - 1968     GOOD             DOD
 TE0317
 TE0317                          STATION DESCRIPTION
 TE0317
 TE0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0317'6.7 MI SW FROM MILTON.
 TE0317'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0317'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0317'THENCE 2.0 MILES SOUTH ALONG CAVALIER COUNTY ROAD 35, IN S 8, T 159 N,
 TE0317'R 58 W, 104 FEET WEST OF THE CENTER LINE OF THE ROAD, 74 FEET NORTH OF
 TE0317'THE CENTER LINE OF THE SECTION LINE ROAD, 3 FEET NORTH OF A TELEPHONE
 TE0317'POLE WHICH IS BRACED BY TWO GUY WIRES, 1.6 FEET SOUTH OF A METAL
 TE0317'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TE0317'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TE0317
 TE0317                          STATION RECOVERY (1968)
 TE0317
 TE0317'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0291 ***********************************************************************
 TE0291  DESIGNATION -  M 414
 TE0291  PID         -  TE0291
 TE0291  STATE/COUNTY-  ND/CAVALIER
 TE0291  USGS QUAD   -  BILLINGS LAKE (1972)
 TE0291
 TE0291                         *CURRENT SURVEY CONTROL
 TE0291  ___________________________________________________________________
 TE0291* NAD 83(1986)-  48 36 57.     (N)    098 28 14.     (W)     SCALED    
 TE0291* NAVD 88     -       484.390  (meters)    1589.20   (feet)  ADJUSTED  
 TE0291  ___________________________________________________________________
 TE0291  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 TE0291  DYNAMIC HT  -         484.489 (meters)    1589.53  (feet)  COMP
 TE0291  MODELED GRAV-     980,800.4   (mgal)                       NAVD 88
 TE0291
 TE0291  VERT ORDER  -  SECOND    CLASS 0
 TE0291
 TE0291.The horizontal coordinates were scaled from a topographic map and have
 TE0291.an estimated accuracy of +/- 6 seconds.
 TE0291
 TE0291.The orthometric height was determined by differential leveling
 TE0291.and adjusted by the National Geodetic Survey in June 1991..
 TE0291
 TE0291.The geoid height was determined by GEOID03.
 TE0291
 TE0291.The dynamic height is computed by dividing the NAVD 88
 TE0291.geopotential number by the normal gravity value computed on the
 TE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0291.degrees latitude (g = 980.6199 gals.).
 TE0291
 TE0291.The modeled gravity was interpolated from observed gravity values.
 TE0291
 TE0291;                    North         East    Units  Estimated Accuracy
 TE0291;SPC ND N     -   181,630.      749,620.      MT  (+/- 180 meters Scaled)
 TE0291
 TE0291                          SUPERSEDED SURVEY CONTROL
 TE0291
 TE0291  NGVD 29 (??/??/92)  484.003  (m)         1587.93   (f) ADJ UNCH    2 0
 TE0291
 TE0291.Superseded values are not recommended for survey control.
 TE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0291.See file dsdata.txt to determine how the superseded data were derived.
 TE0291
 TE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU390848(NAD 83)
 TE0291_MARKER: DB = BENCH MARK DISK
 TE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0291_STAMPING: M 414 1964
 TE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0291+STABILITY: SURFACE MOTION
 TE0291
 TE0291  HISTORY     - Date     Condition        Report By
 TE0291  HISTORY     - 1964     MONUMENTED       CGS
 TE0291
 TE0291                          STATION DESCRIPTION
 TE0291
 TE0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0291'3.9 MI SE FROM LOMA.
 TE0291'ABOUT 2.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE SOO LINE
 TE0291'RAILROAD STATION AT LOMA, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 TE0291'IN S 1, T 159 N, R 61 W, 32 FEET WEST OF THE CENTER LINE OF THE ROAD,
 TE0291'44 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 2 FEET SOUTH OF A
 TE0291'TELEPHONE POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TE0291'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0291'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1043 ***********************************************************************
 TE1043  DESIGNATION -  M 415
 TE1043  PID         -  TE1043
 TE1043  STATE/COUNTY-  ND/RAMSEY
 TE1043  USGS QUAD   -  ALSEN SE (1970)
 TE1043
 TE1043                         *CURRENT SURVEY CONTROL
 TE1043  ___________________________________________________________________
 TE1043* NAD 83(1986)-  48 31 46.     (N)    098 36 04.     (W)     SCALED    
 TE1043* NAVD 88     -       476.002  (meters)    1561.68   (feet)  ADJUSTED  
 TE1043  ___________________________________________________________________
 TE1043  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE1043  DYNAMIC HT  -         476.096 (meters)    1561.99  (feet)  COMP
 TE1043  MODELED GRAV-     980,793.8   (mgal)                       NAVD 88
 TE1043
 TE1043  VERT ORDER  -  SECOND    CLASS 0
 TE1043
 TE1043.The horizontal coordinates were scaled from a topographic map and have
 TE1043.an estimated accuracy of +/- 6 seconds.
 TE1043
 TE1043.The orthometric height was determined by differential leveling
 TE1043.and adjusted by the National Geodetic Survey in June 1991..
 TE1043
 TE1043.The geoid height was determined by GEOID03.
 TE1043
 TE1043.The dynamic height is computed by dividing the NAVD 88
 TE1043.geopotential number by the normal gravity value computed on the
 TE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1043.degrees latitude (g = 980.6199 gals.).
 TE1043
 TE1043.The modeled gravity was interpolated from observed gravity values.
 TE1043
 TE1043;                    North         East    Units  Estimated Accuracy
 TE1043;SPC ND N     -   171,780.      740,230.      MT  (+/- 180 meters Scaled)
 TE1043
 TE1043                          SUPERSEDED SURVEY CONTROL
 TE1043
 TE1043  NGVD 29 (??/??/92)  475.612  (m)         1560.40   (f) ADJ UNCH    2 0
 TE1043
 TE1043.Superseded values are not recommended for survey control.
 TE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1043.See file dsdata.txt to determine how the superseded data were derived.
 TE1043
 TE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU294752(NAD 83)
 TE1043_MARKER: DB = BENCH MARK DISK
 TE1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1043_STAMPING: M 415 1964
 TE1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1043+STABILITY: SURFACE MOTION
 TE1043
 TE1043  HISTORY     - Date     Condition        Report By
 TE1043  HISTORY     - 1964     MONUMENTED       CGS
 TE1043
 TE1043                          STATION DESCRIPTION
 TE1043
 TE1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1043'4.3 MI NW FROM DERRICK.
 TE1043'ABOUT 2.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1043'STATION AT DERRICK, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, IN
 TE1043'SECTION 2, T 158 N, R 62 W, 44 FEET WEST OF THE CENTER LINE OF THE
 TE1043'ROAD, 38 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 1.0 FOOT
 TE1043'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD
 TE1043'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0524 ***********************************************************************
 TE0524  DESIGNATION -  M 416
 TE0524  PID         -  TE0524
 TE0524  STATE/COUNTY-  ND/WALSH
 TE0524  USGS QUAD   -  ADAMS SE (1972)
 TE0524
 TE0524                         *CURRENT SURVEY CONTROL
 TE0524  ___________________________________________________________________
 TE0524* NAD 83(1986)-  48 22 09.     (N)    098 04 33.     (W)     SCALED    
 TE0524* NAVD 88     -       480.167  (meters)    1575.35   (feet)  ADJUSTED  
 TE0524  ___________________________________________________________________
 TE0524  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 TE0524  DYNAMIC HT  -         480.259 (meters)    1575.65  (feet)  COMP
 TE0524  MODELED GRAV-     980,786.8   (mgal)                       NAVD 88
 TE0524
 TE0524  VERT ORDER  -  SECOND    CLASS 0
 TE0524
 TE0524.The horizontal coordinates were scaled from a topographic map and have
 TE0524.an estimated accuracy of +/- 6 seconds.
 TE0524
 TE0524.The orthometric height was determined by differential leveling
 TE0524.and adjusted by the National Geodetic Survey in June 1991..
 TE0524
 TE0524.The geoid height was determined by GEOID03.
 TE0524
 TE0524.The dynamic height is computed by dividing the NAVD 88
 TE0524.geopotential number by the normal gravity value computed on the
 TE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0524.degrees latitude (g = 980.6199 gals.).
 TE0524
 TE0524.The modeled gravity was interpolated from observed gravity values.
 TE0524
 TE0524;                    North         East    Units  Estimated Accuracy
 TE0524;SPC ND N     -   155,050.      779,570.      MT  (+/- 180 meters Scaled)
 TE0524
 TE0524                          SUPERSEDED SURVEY CONTROL
 TE0524
 TE0524  NGVD 29 (??/??/92)  479.789  (m)         1574.11   (f) ADJ UNCH    2 0
 TE0524
 TE0524.Superseded values are not recommended for survey control.
 TE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0524.See file dsdata.txt to determine how the superseded data were derived.
 TE0524
 TE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU684577(NAD 83)
 TE0524_MARKER: DB = BENCH MARK DISK
 TE0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0524_STAMPING: M 416 1964
 TE0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0524+STABILITY: SURFACE MOTION
 TE0524
 TE0524  HISTORY     - Date     Condition        Report By
 TE0524  HISTORY     - 1964     MONUMENTED       CGS
 TE0524
 TE0524                          STATION DESCRIPTION
 TE0524
 TE0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0524'3.8 MI S FROM ADAMS.
 TE0524'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 17 FROM THE SOO LINE RAILROAD
 TE0524'CROSSING AT ADAMS, THENCE 3.0 MILES SOUTH ALONG COUNTY ROAD 16, IN
 TE0524'SECTION 2, T 156 N, R 58 W, 296 FEET EAST OF THE CENTER OF A ROAD
 TE0524'INTERSECTION, 37 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 3
 TE0524'FEET NORTHWEST OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES, 2.2
 TE0524'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 TE0524'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0396 ***********************************************************************
 TD0396  DESIGNATION -  M 417
 TD0396  PID         -  TD0396
 TD0396  STATE/COUNTY-  ND/WALSH
 TD0396  USGS QUAD   -  EDINBURG NW (1972)
 TD0396
 TD0396                         *CURRENT SURVEY CONTROL
 TD0396  ___________________________________________________________________
 TD0396* NAD 83(1986)-  48 29 32.     (N)    097 56 56.     (W)     SCALED    
 TD0396* NAVD 88     -       419.462  (meters)    1376.18   (feet)  ADJUSTED  
 TD0396  ___________________________________________________________________
 TD0396  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 TD0396  DYNAMIC HT  -         419.546 (meters)    1376.46  (feet)  COMP
 TD0396  MODELED GRAV-     980,799.0   (mgal)                       NAVD 88
 TD0396
 TD0396  VERT ORDER  -  SECOND    CLASS 0
 TD0396
 TD0396.The horizontal coordinates were scaled from a topographic map and have
 TD0396.an estimated accuracy of +/- 6 seconds.
 TD0396
 TD0396.The orthometric height was determined by differential leveling
 TD0396.and adjusted by the National Geodetic Survey in June 1991..
 TD0396
 TD0396.The geoid height was determined by GEOID03.
 TD0396
 TD0396.The dynamic height is computed by dividing the NAVD 88
 TD0396.geopotential number by the normal gravity value computed on the
 TD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0396.degrees latitude (g = 980.6199 gals.).
 TD0396
 TD0396.The modeled gravity was interpolated from observed gravity values.
 TD0396
 TD0396;                    North         East    Units  Estimated Accuracy
 TD0396;SPC ND N     -   169,030.      788,520.      MT  (+/- 180 meters Scaled)
 TD0396
 TD0396                          SUPERSEDED SURVEY CONTROL
 TD0396
 TD0396  NGVD 29 (??/??/92)  419.084  (m)         1374.94   (f) ADJ UNCH    2 0
 TD0396
 TD0396.Superseded values are not recommended for survey control.
 TD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0396.See file dsdata.txt to determine how the superseded data were derived.
 TD0396
 TD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU776715(NAD 83)
 TD0396_MARKER: DB = BENCH MARK DISK
 TD0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0396_STAMPING: M 417 1964
 TD0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0396+STABILITY: SURFACE MOTION
 TD0396
 TD0396  HISTORY     - Date     Condition        Report By
 TD0396  HISTORY     - 1964     MONUMENTED       CGS
 TD0396  HISTORY     - 1968     GOOD             USAF
 TD0396
 TD0396                          STATION DESCRIPTION
 TD0396
 TD0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0396'4.1 MI W FROM EDINBURG.
 TD0396'ABOUT 4.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0396'EDINBURG, IN SECTION 23, T 158 N, R 57 W, 65 FEET SOUTHWEST OF THE
 TD0396'CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A DIRT ROAD, 55 FEET
 TD0396'SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 36 FEET WEST OF THE
 TD0396'CENTER LINE OF THE DIRT ROAD, 2 FEET NORTH OF A POWER POLE, 1.3 FEET
 TD0396'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD0396'COUNTY ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TD0396'INCHES.
 TD0396
 TD0396                          STATION RECOVERY (1968)
 TD0396
 TD0396'RECOVERY NOTE BY US AIR FORCE 1968
 TD0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0558 ***********************************************************************
 TD0558  DESIGNATION -  M 418
 TD0558  PID         -  TD0558
 TD0558  STATE/COUNTY-  ND/WALSH
 TD0558  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0558
 TD0558                         *CURRENT SURVEY CONTROL
 TD0558  ___________________________________________________________________
 TD0558* NAD 83(1986)-  48 20 23.     (N)    097 51 37.     (W)     SCALED    
 TD0558* NAVD 88     -       358.581  (meters)    1176.44   (feet)  ADJUSTED  
 TD0558  ___________________________________________________________________
 TD0558  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 TD0558  DYNAMIC HT  -         358.660 (meters)    1176.70  (feet)  COMP
 TD0558  MODELED GRAV-     980,818.3   (mgal)                       NAVD 88
 TD0558
 TD0558  VERT ORDER  -  SECOND    CLASS 0
 TD0558
 TD0558.The horizontal coordinates were scaled from a topographic map and have
 TD0558.an estimated accuracy of +/- 6 seconds.
 TD0558
 TD0558.The orthometric height was determined by differential leveling
 TD0558.and adjusted by the National Geodetic Survey in June 1991..
 TD0558
 TD0558.The geoid height was determined by GEOID03.
 TD0558
 TD0558.The dynamic height is computed by dividing the NAVD 88
 TD0558.geopotential number by the normal gravity value computed on the
 TD0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0558.degrees latitude (g = 980.6199 gals.).
 TD0558
 TD0558.The modeled gravity was interpolated from observed gravity values.
 TD0558
 TD0558;                    North         East    Units  Estimated Accuracy
 TD0558;SPC ND N     -   152,310.      795,640.      MT  (+/- 180 meters Scaled)
 TD0558
 TD0558                          SUPERSEDED SURVEY CONTROL
 TD0558
 TD0558  NGVD 29 (??/??/92)  358.228  (m)         1175.29   (f) ADJ UNCH    2 0
 TD0558
 TD0558.Superseded values are not recommended for survey control.
 TD0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0558.See file dsdata.txt to determine how the superseded data were derived.
 TD0558
 TD0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU844546(NAD 83)
 TD0558_MARKER: DB = BENCH MARK DISK
 TD0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0558_STAMPING: M 418 1964
 TD0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0558+STABILITY: SURFACE MOTION
 TD0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0558+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2001
 TD0558
 TD0558  HISTORY     - Date     Condition        Report By
 TD0558  HISTORY     - 1964     MONUMENTED       CGS
 TD0558  HISTORY     - 1983     GOOD             LOCSUR
 TD0558  HISTORY     - 20011105 GOOD             NDWC
 TD0558
 TD0558                          STATION DESCRIPTION
 TD0558
 TD0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0558'4.9 MI NE FROM LANKIN.
 TD0558'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0558'ELEVATOR AT LANKIN, THENCE 2.0 MILES NORTH ALONG STATE HIGHWAY 32, OR
 TD0558'ABOUT 5.6 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0558'GREAT NORTHERN RAILWAY AT PARK RIVER, THENCE 4.0 MILES SOUTH ALONG
 TD0558'STATE HIGHWAY 32, IN S 17, T 156 N, R 56 W, 129 FEET SOUTHWEST OF THE
 TD0558'CENTER OF A GRAVELED ROAD INTERSECTION, 121 FEET WEST OF THE CENTER
 TD0558'LINE OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED
 TD0558'ROAD, 7 FEET SOUTHEAST OF A FENCE CORNER, ABOUT IN LINE WITH A ROW OF
 TD0558'10-INCH WILLOW TREES, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4
 TD0558'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TD0558'POST PROJECTING 5 INCHES.
 TD0558
 TD0558                          STATION RECOVERY (1983)
 TD0558
 TD0558'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0558'RECOVERED IN GOOD CONDITION.
 TD0558
 TD0558                          STATION RECOVERY (2001)
 TD0558
 TD0558'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 TD0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0532 ***********************************************************************
 TE0532  DESIGNATION -  M 419
 TE0532  PID         -  TE0532
 TE0532  STATE/COUNTY-  ND/WALSH
 TE0532  USGS QUAD   -  ADAMS SW (1972)
 TE0532
 TE0532                         *CURRENT SURVEY CONTROL
 TE0532  ___________________________________________________________________
 TE0532* NAD 83(1986)-  48 18 38.     (N)    098 14 57.     (W)     SCALED    
 TE0532* NAVD 88     -       471.632  (meters)    1547.35   (feet)  ADJUSTED  
 TE0532  ___________________________________________________________________
 TE0532  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 TE0532  DYNAMIC HT  -         471.723 (meters)    1547.64  (feet)  COMP
 TE0532  MODELED GRAV-     980,788.5   (mgal)                       NAVD 88
 TE0532
 TE0532  VERT ORDER  -  SECOND    CLASS 0
 TE0532
 TE0532.The horizontal coordinates were scaled from a topographic map and have
 TE0532.an estimated accuracy of +/- 6 seconds.
 TE0532
 TE0532.The orthometric height was determined by differential leveling
 TE0532.and adjusted by the National Geodetic Survey in June 1991..
 TE0532
 TE0532.The geoid height was determined by GEOID03.
 TE0532
 TE0532.The dynamic height is computed by dividing the NAVD 88
 TE0532.geopotential number by the normal gravity value computed on the
 TE0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0532.degrees latitude (g = 980.6199 gals.).
 TE0532
 TE0532.The modeled gravity was interpolated from observed gravity values.
 TE0532
 TE0532;                    North         East    Units  Estimated Accuracy
 TE0532;SPC ND N     -   148,150.      766,930.      MT  (+/- 180 meters Scaled)
 TE0532
 TE0532                          SUPERSEDED SURVEY CONTROL
 TE0532
 TE0532  NGVD 29 (??/??/92)  471.257  (m)         1546.12   (f) ADJ UNCH    2 0
 TE0532
 TE0532.Superseded values are not recommended for survey control.
 TE0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0532.See file dsdata.txt to determine how the superseded data were derived.
 TE0532
 TE0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU556510(NAD 83)
 TE0532_MARKER: DB = BENCH MARK DISK
 TE0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0532_SP_SET: 19 1/2 FEET
 TE0532_STAMPING: M 419 1964
 TE0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0532
 TE0532  HISTORY     - Date     Condition        Report By
 TE0532  HISTORY     - 1964     MONUMENTED       CGS
 TE0532
 TE0532                          STATION DESCRIPTION
 TE0532
 TE0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0532'6.2 MI NE FROM LAWTON.
 TE0532'ABOUT 6.2 MILES NORTHEAST ALONG COUNTY ROADS 8 AND 15 FROM THE GREAT
 TE0532'NORTHERN RAILWAY STATION AT LAWTON, IN S 29, T 156 N, R 59 W, ABOUT
 TE0532'1.0 MILE WEST OF THE INTERSECTION OF COUNTY ROAD 22, AT THE JUNCTION
 TE0532'OF A DIM DIRT ROAD LEADING SOUTH, 65 FEET SOUTH OF THE CENTER LINE OF
 TE0532'THE COUNTY ROAD, 25 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 17
 TE0532'FEET SOUTHWEST OF THE WEST END OF A 12-INCH PIPE CULVERT UNDER THE
 TE0532'DIRT ROAD, 2 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 TE0532'LINE, 0.8 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TE0532'DIRT ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE COUNTY ROAD, A DISK ON
 TE0532'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 TE0532'19 1/2 FEET AND WHICH IS ENCASED IN A 4-INCH CAST IRON PIPE THAT
 TE0532'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0027 ***********************************************************************
 RR0027  DESIGNATION -  M 42
 RR0027  PID         -  RR0027
 RR0027  STATE/COUNTY-  ND/EMMONS
 RR0027  USGS QUAD   -  DANA (1975)
 RR0027
 RR0027                         *CURRENT SURVEY CONTROL
 RR0027  ___________________________________________________________________
 RR0027* NAD 83(1986)-  46 34 34.     (N)    100 07 35.     (W)     SCALED    
 RR0027* NAVD 88     -       565.303  (meters)    1854.66   (feet)  ADJUSTED  
 RR0027  ___________________________________________________________________
 RR0027  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 RR0027  DYNAMIC HT  -         565.302 (meters)    1854.66  (feet)  COMP
 RR0027  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 RR0027
 RR0027  VERT ORDER  -  SECOND    CLASS 0
 RR0027
 RR0027.The horizontal coordinates were scaled from a topographic map and have
 RR0027.an estimated accuracy of +/- 6 seconds.
 RR0027
 RR0027.The orthometric height was determined by differential leveling
 RR0027.and adjusted by the National Geodetic Survey in June 1991..
 RR0027
 RR0027.The geoid height was determined by GEOID03.
 RR0027
 RR0027.The dynamic height is computed by dividing the NAVD 88
 RR0027.geopotential number by the normal gravity value computed on the
 RR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0027.degrees latitude (g = 980.6199 gals.).
 RR0027
 RR0027.The modeled gravity was interpolated from observed gravity values.
 RR0027
 RR0027;                    North         East    Units  Estimated Accuracy
 RR0027;SPC ND S     -   101,160.      628,640.      MT  (+/- 180 meters Scaled)
 RR0027
 RR0027                          SUPERSEDED SURVEY CONTROL
 RR0027
 RR0027  NGVD 29 (??/??/92)  564.880  (m)         1853.28   (f) ADJ UNCH    2 0
 RR0027
 RR0027.Superseded values are not recommended for survey control.
 RR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0027.See file dsdata.txt to determine how the superseded data were derived.
 RR0027
 RR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS136586(NAD 83)
 RR0027_MARKER: DB = BENCH MARK DISK
 RR0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0027_STAMPING: M-42 1934
 RR0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0027+STABILITY: SURFACE MOTION
 RR0027
 RR0027  HISTORY     - Date     Condition        Report By
 RR0027  HISTORY     - 1934     MONUMENTED       CGS
 RR0027  HISTORY     - 1959     GOOD             NGS
 RR0027
 RR0027                          STATION DESCRIPTION
 RR0027
 RR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0027'1.9 MI W FROM BRADDOCK.
 RR0027'1.9 MILES WEST OF DEPOT AT ALONG THE SOO LINE RAILWAY, 3 POLES WEST OF
 RR0027'MILEPOLE NO. 381 AT PUBLIC CROSSING.  SET IN POST, 2 FEET BELOW RAIL
 RR0027'LEVEL, 6 FEET SOUTH OF FENCE CORNER, 9 FEET EAST OF POLE, 42 FEET
 RR0027'NORTH OF CENTERLINE OF TRACK AND 36 FEET EAST OF ROAD.
 RR0027
 RR0027                          STATION RECOVERY (1959)
 RR0027
 RR0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0453 ***********************************************************************
 TD0453  DESIGNATION -  M 420
 TD0453  PID         -  TD0453
 TD0453  STATE/COUNTY-  ND/WALSH
 TD0453  USGS QUAD   -  LANKIN (1972)
 TD0453
 TD0453                         *CURRENT SURVEY CONTROL
 TD0453  ___________________________________________________________________
 TD0453* NAD 83(1986)-  48 18 39.     (N)    097 55 28.     (W)     SCALED    
 TD0453* NAVD 88     -       411.535  (meters)    1350.18   (feet)  ADJUSTED  
 TD0453  ___________________________________________________________________
 TD0453  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 TD0453  DYNAMIC HT  -         411.620 (meters)    1350.46  (feet)  COMP
 TD0453  MODELED GRAV-     980,804.0   (mgal)                       NAVD 88
 TD0453
 TD0453  VERT ORDER  -  SECOND    CLASS 0
 TD0453
 TD0453.The horizontal coordinates were scaled from a topographic map and have
 TD0453.an estimated accuracy of +/- 6 seconds.
 TD0453
 TD0453.The orthometric height was determined by differential leveling
 TD0453.and adjusted by the National Geodetic Survey in June 1991..
 TD0453
 TD0453.The geoid height was determined by GEOID03.
 TD0453
 TD0453.The dynamic height is computed by dividing the NAVD 88
 TD0453.geopotential number by the normal gravity value computed on the
 TD0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0453.degrees latitude (g = 980.6199 gals.).
 TD0453
 TD0453.The modeled gravity was interpolated from observed gravity values.
 TD0453
 TD0453;                    North         East    Units  Estimated Accuracy
 TD0453;SPC ND N     -   148,940.      791,000.      MT  (+/- 180 meters Scaled)
 TD0453
 TD0453                          SUPERSEDED SURVEY CONTROL
 TD0453
 TD0453  NGVD 29 (??/??/92)  411.174  (m)         1348.99   (f) ADJ UNCH    2 0
 TD0453
 TD0453.Superseded values are not recommended for survey control.
 TD0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0453.See file dsdata.txt to determine how the superseded data were derived.
 TD0453
 TD0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU797514(NAD 83)
 TD0453_MARKER: DB = BENCH MARK DISK
 TD0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0453_STAMPING: M 420 1964
 TD0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0453+STABILITY: SURFACE MOTION
 TD0453
 TD0453  HISTORY     - Date     Condition        Report By
 TD0453  HISTORY     - 1964     MONUMENTED       CGS
 TD0453  HISTORY     - 1968     GOOD             USAF
 TD0453  HISTORY     - 1980     GOOD             LOCSUR
 TD0453
 TD0453                          STATION DESCRIPTION
 TD0453
 TD0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0453'IN LANKIN.
 TD0453'AT LANKIN, IN S 24, T 156 N, R 57 W, ABOUT 100 YARDS WEST OF THE
 TD0453'FARMERS UNION ELEVATOR, 90 FEET NORTHEAST OF THE CENTER OF THE
 TD0453'INTERSECTION OF COUNTY ROADS 14 AND 15, 75 FEET NORTH OF THE CENTER
 TD0453'LINE OF COUNTY ROAD 15, 51 FEET EAST OF THE CENTER LINE OF COUNTY ROAD
 TD0453'14, 56 FEET WEST OF THE SOUTHWEST CORNER OF A BUILDING BUILT IN A
 TD0453'SEMI-CIRCLE, 2 1/2 FEET EAST OF A TELEPHONE POLE, 1.8 FEET NORTH OF A
 TD0453'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF COUNTY ROAD 14,
 TD0453'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TD0453
 TD0453                          STATION RECOVERY (1968)
 TD0453
 TD0453'RECOVERY NOTE BY US AIR FORCE 1968
 TD0453'RECOVERED IN GOOD CONDITION.
 TD0453
 TD0453                          STATION RECOVERY (1980)
 TD0453
 TD0453'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0355 ***********************************************************************
 RQ0355  DESIGNATION -  M 43
 RQ0355  PID         -  RQ0355
 RQ0355  STATE/COUNTY-  ND/LA MOURE
 RQ0355  USGS QUAD   -  FREDONIA (1982)
 RQ0355
 RQ0355                         *CURRENT SURVEY CONTROL
 RQ0355  ___________________________________________________________________
 RQ0355* NAD 83(1986)-  46 18 53.     (N)    099 02 08.     (W)     SCALED    
 RQ0355* NAVD 88     -       620.269  (meters)    2035.00   (feet)  ADJUSTED  
 RQ0355  ___________________________________________________________________
 RQ0355  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 RQ0355  DYNAMIC HT  -         620.241 (meters)    2034.91  (feet)  COMP
 RQ0355  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 RQ0355
 RQ0355  VERT ORDER  -  SECOND    CLASS 0
 RQ0355
 RQ0355.The horizontal coordinates were scaled from a topographic map and have
 RQ0355.an estimated accuracy of +/- 6 seconds.
 RQ0355
 RQ0355.The orthometric height was determined by differential leveling
 RQ0355.and adjusted by the National Geodetic Survey in June 1991..
 RQ0355
 RQ0355.The geoid height was determined by GEOID03.
 RQ0355
 RQ0355.The dynamic height is computed by dividing the NAVD 88
 RQ0355.geopotential number by the normal gravity value computed on the
 RQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0355.degrees latitude (g = 980.6199 gals.).
 RQ0355
 RQ0355.The modeled gravity was interpolated from observed gravity values.
 RQ0355
 RQ0355;                    North         East    Units  Estimated Accuracy
 RQ0355;SPC ND S     -    73,090.      712,790.      MT  (+/- 180 meters Scaled)
 RQ0355
 RQ0355                          SUPERSEDED SURVEY CONTROL
 RQ0355
 RQ0355  NGVD 29 (??/??/92)  619.827  (m)         2033.55   (f) ADJ UNCH    2 0
 RQ0355
 RQ0355.Superseded values are not recommended for survey control.
 RQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0355.See file dsdata.txt to determine how the superseded data were derived.
 RQ0355
 RQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS972290(NAD 83)
 RQ0355_MARKER: DB = BENCH MARK DISK
 RQ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0355_STAMPING: M 43 1934
 RQ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0355+STABILITY: SURFACE MOTION
 RQ0355
 RQ0355  HISTORY     - Date     Condition        Report By
 RQ0355  HISTORY     - 1934     MONUMENTED       CGS
 RQ0355
 RQ0355                          STATION DESCRIPTION
 RQ0355
 RQ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0355'2.8 MI SE FROM FREDONIA.
 RQ0355'IN LA MOURE COUNTY, 2.8 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST.
 RQ0355'PAUL AND SAULT STE. MARIE RAILROAD FROM THE STATION AT FREDONIA, LOGAN
 RQ0355'COUNTY, 19 POLES EAST OF MILEPOST 315, 4 POLES EAST OF A PUBLIC-ROAD
 RQ0355'CROSSING, 38 FEET NORTH OF THE CENTERLINE OF THE TRACK, 82 FEET SOUTH
 RQ0355'OF THE SNOW FENCE, 4 FEET WEST OF A POLE, AND ABOUT 2 FEET HIGHER THAN
 RQ0355'THE RAIL.  A STANDARD DISK, STAMPED M 43 1934 AND SET IN THE TOP OF A
 RQ0355'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0355'RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0541 ***********************************************************************
 SL0541  DESIGNATION -  M 434
 SL0541  PID         -  SL0541
 SL0541  STATE/COUNTY-  ND/TRAILL
 SL0541  USGS QUAD   -  HILLSBORO NW (1967)
 SL0541
 SL0541                         *CURRENT SURVEY CONTROL
 SL0541  ___________________________________________________________________
 SL0541* NAD 83(1986)-  47 29 53.     (N)    097 14 29.     (W)     SCALED    
 SL0541* NAVD 88     -       288.547  (meters)     946.67   (feet)  ADJUSTED  
 SL0541  ___________________________________________________________________
 SL0541  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 SL0541  DYNAMIC HT  -         288.586 (meters)     946.80  (feet)  COMP
 SL0541  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 SL0541
 SL0541  VERT ORDER  -  SECOND    CLASS 0
 SL0541
 SL0541.The horizontal coordinates were scaled from a topographic map and have
 SL0541.an estimated accuracy of +/- 6 seconds.
 SL0541
 SL0541.The orthometric height was determined by differential leveling
 SL0541.and adjusted by the National Geodetic Survey in June 1991..
 SL0541
 SL0541.The geoid height was determined by GEOID03.
 SL0541
 SL0541.The dynamic height is computed by dividing the NAVD 88
 SL0541.geopotential number by the normal gravity value computed on the
 SL0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0541.degrees latitude (g = 980.6199 gals.).
 SL0541
 SL0541.The modeled gravity was interpolated from observed gravity values.
 SL0541
 SL0541;                    North         East    Units  Estimated Accuracy
 SL0541;SPC ND N     -    60,570.      845,450.      MT  (+/- 180 meters Scaled)
 SL0541
 SL0541                          SUPERSEDED SURVEY CONTROL
 SL0541
 SL0541  NGVD 29 (??/??/92)  288.201  (m)          945.54   (f) ADJ UNCH    2 0
 SL0541
 SL0541.Superseded values are not recommended for survey control.
 SL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0541.See file dsdata.txt to determine how the superseded data were derived.
 SL0541
 SL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT324620(NAD 83)
 SL0541_MARKER: DB = BENCH MARK DISK
 SL0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0541_SP_SET: CONCRETE SUPPORT
 SL0541_STAMPING: M 434 1964
 SL0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0541
 SL0541  HISTORY     - Date     Condition        Report By
 SL0541  HISTORY     - 1964     MONUMENTED       CGS
 SL0541
 SL0541                          STATION DESCRIPTION
 SL0541
 SL0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0541'4.0 MI E FROM MAYVILLE.
 SL0541'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0541'MAYVILLE, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 7, IN S 35, T 147
 SL0541'N, R 52 W, 115 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 SL0541'THE TOP OF THE CONCRETE CORNER SUPPORT FOR A GRAIN ELEVATOR, 48 FEET
 SL0541'NORTH OF A FENCE, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 SL0541'ELEVATOR, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND PROJECTING
 SL0541'18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0901 ***********************************************************************
 SL0901  DESIGNATION -  M 435
 SL0901  PID         -  SL0901
 SL0901  STATE/COUNTY-  ND/STEELE
 SL0901  USGS QUAD   -  NORTHWOOD SE (1970)
 SL0901
 SL0901                         *CURRENT SURVEY CONTROL
 SL0901  ___________________________________________________________________
 SL0901* NAD 83(1986)-  47 31 38.     (N)    097 36 04.     (W)     SCALED    
 SL0901* NAVD 88     -       337.023  (meters)    1105.72   (feet)  ADJUSTED  
 SL0901  ___________________________________________________________________
 SL0901  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 SL0901  DYNAMIC HT  -         337.065 (meters)    1105.85  (feet)  COMP
 SL0901  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SL0901
 SL0901  VERT ORDER  -  SECOND    CLASS 0
 SL0901
 SL0901.The horizontal coordinates were scaled from a topographic map and have
 SL0901.an estimated accuracy of +/- 6 seconds.
 SL0901
 SL0901.The orthometric height was determined by differential leveling
 SL0901.and adjusted by the National Geodetic Survey in June 1991..
 SL0901
 SL0901.The geoid height was determined by GEOID03.
 SL0901
 SL0901.The dynamic height is computed by dividing the NAVD 88
 SL0901.geopotential number by the normal gravity value computed on the
 SL0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0901.degrees latitude (g = 980.6199 gals.).
 SL0901
 SL0901.The modeled gravity was interpolated from observed gravity values.
 SL0901
 SL0901;                    North         East    Units  Estimated Accuracy
 SL0901;SPC ND N     -    62,730.      818,240.      MT  (+/- 180 meters Scaled)
 SL0901
 SL0901                          SUPERSEDED SURVEY CONTROL
 SL0901
 SL0901  NGVD 29 (??/??/92)  336.671  (m)         1104.56   (f) ADJ UNCH    2 0
 SL0901
 SL0901.Superseded values are not recommended for survey control.
 SL0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0901.See file dsdata.txt to determine how the superseded data were derived.
 SL0901
 SL0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT053647(NAD 83)
 SL0901_MARKER: DB = BENCH MARK DISK
 SL0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0901_STAMPING: M 435 1964
 SL0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0901+STABILITY: SURFACE MOTION
 SL0901
 SL0901  HISTORY     - Date     Condition        Report By
 SL0901  HISTORY     - 1964     MONUMENTED       CGS
 SL0901  HISTORY     - 19950315 MARK NOT FOUND   NDHD
 SL0901  HISTORY     - 20000822 GOOD             NDHD
 SL0901
 SL0901                          STATION DESCRIPTION
 SL0901
 SL0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0901'11.3 MI E FROM FINLEY.
 SL0901'ABOUT 11.3 MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT
 SL0901'FINLEY, IN SECTION 25, T 147 N, R 55 W, AT AN INTERSECTION OF THE
 SL0901'HIGHWAY AND A NORTH-SOUTH GRAVELED ROAD, 103 FEET SOUTH OF THE CENTER
 SL0901'LINE OF THE HIGHWAY, 50 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 SL0901'ROAD, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0901'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SL0901
 SL0901                          STATION RECOVERY (1995)
 SL0901
 SL0901'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 SL0901'MARK NOT FOUND.
 SL0901
 SL0901                          STATION RECOVERY (2000)
 SL0901
 SL0901'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0901'STAMPED 'M 435 1964'
 SL0901'NO WITNESS POST. 0.2 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1352 ***********************************************************************
 TE1352  DESIGNATION -  M 436
 TE1352  PID         -  TE1352
 TE1352  STATE/COUNTY-  ND/PIERCE
 TE1352  USGS QUAD   -  RUGBY (1980)
 TE1352
 TE1352                         *CURRENT SURVEY CONTROL
 TE1352  ___________________________________________________________________
 TE1352* NAD 83(1986)-  48 22 13.     (N)    099 59 01.     (W)     SCALED    
 TE1352* NAVD 88     -       473.965  (meters)    1555.00   (feet)  ADJUSTED  
 TE1352  ___________________________________________________________________
 TE1352  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 TE1352  DYNAMIC HT  -         474.059 (meters)    1555.31  (feet)  COMP
 TE1352  MODELED GRAV-     980,795.1   (mgal)                       NAVD 88
 TE1352
 TE1352  VERT ORDER  -  FIRST     CLASS II
 TE1352
 TE1352.The horizontal coordinates were scaled from a topographic map and have
 TE1352.an estimated accuracy of +/- 6 seconds.
 TE1352
 TE1352.The orthometric height was determined by differential leveling
 TE1352.and adjusted by the National Geodetic Survey in June 1991..
 TE1352
 TE1352.The geoid height was determined by GEOID03.
 TE1352
 TE1352.The dynamic height is computed by dividing the NAVD 88
 TE1352.geopotential number by the normal gravity value computed on the
 TE1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1352.degrees latitude (g = 980.6199 gals.).
 TE1352
 TE1352.The modeled gravity was interpolated from observed gravity values.
 TE1352
 TE1352;                    North         East    Units  Estimated Accuracy
 TE1352;SPC ND N     -   152,480.      638,260.      MT  (+/- 180 meters Scaled)
 TE1352
 TE1352                          SUPERSEDED SURVEY CONTROL
 TE1352
 TE1352  NGVD 29 (??/??/92)  473.609  (m)         1553.83   (f) ADJ UNCH    1 2
 TE1352
 TE1352.Superseded values are not recommended for survey control.
 TE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1352.See file dsdata.txt to determine how the superseded data were derived.
 TE1352
 TE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU271579(NAD 83)
 TE1352_MARKER: DB = BENCH MARK DISK
 TE1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1352_STAMPING: M 436 1964
 TE1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1352+STABILITY: SURFACE MOTION
 TE1352
 TE1352  HISTORY     - Date     Condition        Report By
 TE1352  HISTORY     - 1964     MONUMENTED       CGS
 TE1352  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1352
 TE1352                          STATION DESCRIPTION
 TE1352
 TE1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1352'0.5 MI E FROM RUGBY.
 TE1352'ABOUT 0.5 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1352'AT RUGBY, IN S 1, T 156 N, R 73 W, 8 POLES EAST OF MILEPOST 142, IN
 TE1352'LINE WITH A ROW OF POLES, 67 FEET NORTH OF THE NORTH RAIL, 33 FEET
 TE1352'SOUTH OF A FENCE, 3 1/2 FEET EAST OF A TELEGRAPH POLE, 1.3 FEET WEST
 TE1352'OF A METAL WITNESS POST ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND
 TE1352'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 TE1352
 TE1352                          STATION RECOVERY (1982)
 TE1352
 TE1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1352'NOT RECOVERED.  SNOW AND ICE COVER PREVENTED A THOROUGH SEARCH, NOT
 TE1352'LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0266 ***********************************************************************
 TF0266  DESIGNATION -  M 437
 TF0266  PID         -  TF0266
 TF0266  STATE/COUNTY-  ND/MCHENRY
 TF0266  USGS QUAD   -  DENBIGH (1981)
 TF0266
 TF0266                         *CURRENT SURVEY CONTROL
 TF0266  ___________________________________________________________________
 TF0266* NAD 83(1986)-  48 19 39.     (N)    100 30 48.     (W)     SCALED    
 TF0266* NAVD 88     -       450.784  (meters)    1478.95   (feet)  ADJUSTED  
 TF0266  ___________________________________________________________________
 TF0266  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0266  DYNAMIC HT  -         450.871 (meters)    1479.23  (feet)  COMP
 TF0266  MODELED GRAV-     980,788.4   (mgal)                       NAVD 88
 TF0266
 TF0266  VERT ORDER  -  FIRST     CLASS II
 TF0266
 TF0266.The horizontal coordinates were scaled from a topographic map and have
 TF0266.an estimated accuracy of +/- 6 seconds.
 TF0266
 TF0266.The orthometric height was determined by differential leveling
 TF0266.and adjusted by the National Geodetic Survey in June 1991..
 TF0266
 TF0266.The geoid height was determined by GEOID03.
 TF0266
 TF0266.The dynamic height is computed by dividing the NAVD 88
 TF0266.geopotential number by the normal gravity value computed on the
 TF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0266.degrees latitude (g = 980.6199 gals.).
 TF0266
 TF0266.The modeled gravity was interpolated from observed gravity values.
 TF0266
 TF0266;                    North         East    Units  Estimated Accuracy
 TF0266;SPC ND N     -   147,590.      599,010.      MT  (+/- 180 meters Scaled)
 TF0266
 TF0266                          SUPERSEDED SURVEY CONTROL
 TF0266
 TF0266  NGVD 29 (??/??/92)  450.402  (m)         1477.69   (f) ADJ UNCH    1 2
 TF0266
 TF0266.Superseded values are not recommended for survey control.
 TF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0266.See file dsdata.txt to determine how the superseded data were derived.
 TF0266
 TF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU878538(NAD 83)
 TF0266_MARKER: DB = BENCH MARK DISK
 TF0266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0266_SP_SET: 48 FT
 TF0266_STAMPING: M 437 1964
 TF0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0266
 TF0266  HISTORY     - Date     Condition        Report By
 TF0266  HISTORY     - 1964     MONUMENTED       CGS
 TF0266  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0266  HISTORY     - 20041118 GOOD             NDWC
 TF0266
 TF0266                          STATION DESCRIPTION
 TF0266
 TF0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0266'3.6 MI E FROM DENBIGH.
 TF0266'ABOUT 3.6 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0266'AT DENBIGH, OR ABOUT 5.15 MILES WEST ALONG THE GREAT NORTHERN RAILWAY
 TF0266'FROM THE STATION AT TOWNER, IN S 13, T 156 N, R 77 W, 20 POLES EAST OF
 TF0266'MILEPOST 166, 9 POLES EAST OF A ROAD CROSSING, 96 FEET SOUTH OF THE
 TF0266'SOUTH RAIL, 5 FEET NORTH OF A TELEGRAPH POLE, 1 1/2 FEET NORTH OF A
 TF0266'FENCE, 0.5 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF0266'LEVEL OF THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 TF0266'THAT IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED IN A 4-INCH CAST
 TF0266'IRON PIPE WHICH PROJECT 4 INCHES.
 TF0266
 TF0266                          STATION RECOVERY (1982)
 TF0266
 TF0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0266'NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
 TF0266
 TF0266                          STATION RECOVERY (2004)
 TF0266
 TF0266'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TF0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0124 ***********************************************************************
 RQ0124  DESIGNATION -  M 44
 RQ0124  PID         -  RQ0124
 RQ0124  STATE/COUNTY-  ND/LA MOURE
 RQ0124  USGS QUAD   -  MEDBERRY (1982)
 RQ0124
 RQ0124                         *CURRENT SURVEY CONTROL
 RQ0124  ___________________________________________________________________
 RQ0124* NAD 83(1986)-  46 22 38.     (N)    098 34 42.     (W)     SCALED    
 RQ0124* NAVD 88     -       454.481  (meters)    1491.08   (feet)  ADJUSTED  
 RQ0124  ___________________________________________________________________
 RQ0124  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 RQ0124  DYNAMIC HT  -         454.481 (meters)    1491.08  (feet)  COMP
 RQ0124  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 RQ0124
 RQ0124  VERT ORDER  -  SECOND    CLASS 0
 RQ0124
 RQ0124.The horizontal coordinates were scaled from a topographic map and have
 RQ0124.an estimated accuracy of +/- 6 seconds.
 RQ0124
 RQ0124.The orthometric height was determined by differential leveling
 RQ0124.and adjusted by the National Geodetic Survey in June 1991..
 RQ0124
 RQ0124.The geoid height was determined by GEOID03.
 RQ0124
 RQ0124.The dynamic height is computed by dividing the NAVD 88
 RQ0124.geopotential number by the normal gravity value computed on the
 RQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0124.degrees latitude (g = 980.6199 gals.).
 RQ0124
 RQ0124.The modeled gravity was interpolated from observed gravity values.
 RQ0124
 RQ0124;                    North         East    Units  Estimated Accuracy
 RQ0124;SPC ND S     -    80,790.      747,820.      MT  (+/- 180 meters Scaled)
 RQ0124
 RQ0124                          SUPERSEDED SURVEY CONTROL
 RQ0124
 RQ0124  NGVD 29 (??/??/92)  454.129  (m)         1489.92   (f) ADJ UNCH    2 0
 RQ0124
 RQ0124.Superseded values are not recommended for survey control.
 RQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0124.See file dsdata.txt to determine how the superseded data were derived.
 RQ0124
 RQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS324360(NAD 83)
 RQ0124_MARKER: DB = BENCH MARK DISK
 RQ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0124_STAMPING: M 44 1934
 RQ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0124+STABILITY: SURFACE MOTION
 RQ0124
 RQ0124  HISTORY     - Date     Condition        Report By
 RQ0124  HISTORY     - 1934     MONUMENTED       CGS
 RQ0124
 RQ0124                          STATION DESCRIPTION
 RQ0124
 RQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0124'1.9 MI E FROM MEDBERRY.
 RQ0124'1.9 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM MEDBERRY, LA
 RQ0124'MOURE COUNTY, ABOUT 8 POLES WEST OF MILEPOST 101, AT A ROAD CROSSING
 RQ0124'90 FEET WEST OF THE CENTERLINE OF THE ROAD, 36 FEET NORTH OF THE
 RQ0124'CENTERLINE OF THE TRACK, 3 FEET EAST OF A POLE AND ABOUT 2 FEET LOWER
 RQ0124'THAN THE TRACK.  A STANDARD DISK, STAMPED M 44 1934 AND SET IN THE TOP
 RQ0124'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0741 ***********************************************************************
 SL0741  DESIGNATION -  M 441
 SL0741  PID         -  SL0741
 SL0741  STATE/COUNTY-  ND/STEELE
 SL0741  USGS QUAD   -  BLABON (1967)
 SL0741
 SL0741                         *CURRENT SURVEY CONTROL
 SL0741  ___________________________________________________________________
 SL0741* NAD 83(1986)-  47 23 53.     (N)    097 49 36.     (W)     SCALED    
 SL0741* NAVD 88     -       426.671  (meters)    1399.84   (feet)  ADJUSTED  
 SL0741  ___________________________________________________________________
 SL0741  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL0741  DYNAMIC HT  -         426.715 (meters)    1399.98  (feet)  COMP
 SL0741  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 SL0741
 SL0741  VERT ORDER  -  SECOND    CLASS 0
 SL0741
 SL0741.The horizontal coordinates were scaled from a topographic map and have
 SL0741.an estimated accuracy of +/- 6 seconds.
 SL0741
 SL0741.The orthometric height was determined by differential leveling
 SL0741.and adjusted by the National Geodetic Survey in June 1991..
 SL0741
 SL0741.The geoid height was determined by GEOID03.
 SL0741
 SL0741.The dynamic height is computed by dividing the NAVD 88
 SL0741.geopotential number by the normal gravity value computed on the
 SL0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0741.degrees latitude (g = 980.6199 gals.).
 SL0741
 SL0741.The modeled gravity was interpolated from observed gravity values.
 SL0741
 SL0741;                    North         East    Units  Estimated Accuracy
 SL0741;SPC ND N     -    47,760.      801,770.      MT  (+/- 180 meters Scaled)
 SL0741
 SL0741                          SUPERSEDED SURVEY CONTROL
 SL0741
 SL0741  NGVD 29 (??/??/92)  426.309  (m)         1398.65   (f) ADJ UNCH    2 0
 SL0741
 SL0741.Superseded values are not recommended for survey control.
 SL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0741.See file dsdata.txt to determine how the superseded data were derived.
 SL0741
 SL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT885500(NAD 83)
 SL0741_MARKER: DB = BENCH MARK DISK
 SL0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0741_STAMPING: M 441 1964
 SL0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0741+STABILITY: SURFACE MOTION
 SL0741
 SL0741  HISTORY     - Date     Condition        Report By
 SL0741  HISTORY     - 1964     MONUMENTED       CGS
 SL0741
 SL0741                          STATION DESCRIPTION
 SL0741
 SL0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0741'2.3 MI W FROM BLABON.
 SL0741'0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0741'AT BLABON, THENCE 2.0 MILES WEST ALONG A BLACK TOP AND GRAVELED ROAD,
 SL0741'704 FEET WEST OF BENCH MARK L 441 DESCRIBED, IN SECTION 5, R 56 W, T
 SL0741'145 N, ABOUT 0.4 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 32,
 SL0741'ABOUT 0.1 MILE NORTHEAST AND ACROSS FIELD AND GRAVELED ROAD FROM A
 SL0741'FARM HOUSE AND LARGE RED BARN, ABOUT MIDWAY BETWEEN TWO TELEPHONE
 SL0741'POLES, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.4 FEET EAST OF
 SL0741'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE GRAVEL ROAD, SET
 SL0741'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 SL0741'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0724 ***********************************************************************
 SL0724  DESIGNATION -  M 442
 SL0724  PID         -  SL0724
 SL0724  STATE/COUNTY-  ND/STEELE
 SL0724  USGS QUAD   -  LUVERNE SE (1967)
 SL0724
 SL0724                         *CURRENT SURVEY CONTROL
 SL0724  ___________________________________________________________________
 SL0724* NAD 83(1986)-  47 15 24.     (N)    097 47 27.     (W)     SCALED    
 SL0724* NAVD 88     -       393.971  (meters)    1292.55   (feet)  ADJUSTED  
 SL0724  ___________________________________________________________________
 SL0724  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL0724  DYNAMIC HT  -         394.012 (meters)    1292.69  (feet)  COMP
 SL0724  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 SL0724
 SL0724  VERT ORDER  -  SECOND    CLASS 0
 SL0724
 SL0724.The horizontal coordinates were scaled from a topographic map and have
 SL0724.an estimated accuracy of +/- 6 seconds.
 SL0724
 SL0724.The orthometric height was determined by differential leveling
 SL0724.and adjusted by the National Geodetic Survey in June 1991..
 SL0724
 SL0724.The geoid height was determined by GEOID03.
 SL0724
 SL0724.The dynamic height is computed by dividing the NAVD 88
 SL0724.geopotential number by the normal gravity value computed on the
 SL0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0724.degrees latitude (g = 980.6199 gals.).
 SL0724
 SL0724.The modeled gravity was interpolated from observed gravity values.
 SL0724
 SL0724;                    North         East    Units  Estimated Accuracy
 SL0724;SPC ND N     -    32,140.      805,030.      MT  (+/- 180 meters Scaled)
 SL0724
 SL0724                          SUPERSEDED SURVEY CONTROL
 SL0724
 SL0724  NGVD 29 (??/??/92)  393.618  (m)         1291.40   (f) ADJ UNCH    2 0
 SL0724
 SL0724.Superseded values are not recommended for survey control.
 SL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0724.See file dsdata.txt to determine how the superseded data were derived.
 SL0724
 SL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT914343(NAD 83)
 SL0724_MARKER: DB = BENCH MARK DISK
 SL0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0724_STAMPING: M 442 1964
 SL0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0724+STABILITY: SURFACE MOTION
 SL0724
 SL0724  HISTORY     - Date     Condition        Report By
 SL0724  HISTORY     - 1964     MONUMENTED       CGS
 SL0724
 SL0724                          STATION DESCRIPTION
 SL0724
 SL0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0724'3.55 MI N FROM PILLSBURY.
 SL0724'3.55 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0724'GREAT NORTHERN RAILWAY AT PILLSBURY, ABOUT 0.15 MILE NORTH OF A ROAD
 SL0724'INTERSECTION, 698 FEET NORTH OF BENCH MARK M 442, 100 FEET EAST OF THE
 SL0724'CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE CENTER LINE OF A
 SL0724'DRIVEWAY, 2.9 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE
 SL0724'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0724'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0602 ***********************************************************************
 SL0602  DESIGNATION -  M 443
 SL0602  PID         -  SL0602
 SL0602  STATE/COUNTY-  ND/STEELE
 SL0602  USGS QUAD   -  HOPE (1968)
 SL0602
 SL0602                         *CURRENT SURVEY CONTROL
 SL0602  ___________________________________________________________________
 SL0602* NAD 83(1986)-  47 16 31.     (N)    097 41 05.     (W)     SCALED    
 SL0602* NAVD 88     -       357.701  (meters)    1173.56   (feet)  ADJUSTED  
 SL0602  ___________________________________________________________________
 SL0602  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 SL0602  DYNAMIC HT  -         357.748 (meters)    1173.71  (feet)  COMP
 SL0602  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 SL0602
 SL0602  VERT ORDER  -  SECOND    CLASS 0
 SL0602
 SL0602.The horizontal coordinates were scaled from a topographic map and have
 SL0602.an estimated accuracy of +/- 6 seconds.
 SL0602
 SL0602.The orthometric height was determined by differential leveling
 SL0602.and adjusted by the National Geodetic Survey in June 1991..
 SL0602
 SL0602.The geoid height was determined by GEOID03.
 SL0602
 SL0602.The dynamic height is computed by dividing the NAVD 88
 SL0602.geopotential number by the normal gravity value computed on the
 SL0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0602.degrees latitude (g = 980.6199 gals.).
 SL0602
 SL0602.The modeled gravity was interpolated from observed gravity values.
 SL0602
 SL0602;                    North         East    Units  Estimated Accuracy
 SL0602;SPC ND N     -    34,500.      812,980.      MT  (+/- 180 meters Scaled)
 SL0602
 SL0602                          SUPERSEDED SURVEY CONTROL
 SL0602
 SL0602  NGVD 29 (??/??/92)  357.360  (m)         1172.44   (f) ADJ UNCH    2 0
 SL0602
 SL0602.Superseded values are not recommended for survey control.
 SL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0602.See file dsdata.txt to determine how the superseded data were derived.
 SL0602
 SL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT994365(NAD 83)
 SL0602_MARKER: DB = BENCH MARK DISK
 SL0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0602_SP_SET: 30.5 FT
 SL0602_STAMPING: M 443 1964
 SL0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0602
 SL0602  HISTORY     - Date     Condition        Report By
 SL0602  HISTORY     - 1964     MONUMENTED       CGS
 SL0602
 SL0602                          STATION DESCRIPTION
 SL0602
 SL0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0602'2.45 MI NW FROM COLGATE.
 SL0602'2.45 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0602'AT COLGATE, ABOUT 3.85 MILES SOUTHEAST ALONG THE GREAT NORTHERN
 SL0602'RAILWAY FROM THE STATION AT HOPE, NEAR THE JUNCTION OF A GRAVELED ROAD
 SL0602'AND STATE HIGHWAY 38, 237 FEET SOUTHWEST AND ACROSS STATE HIGHWAY 38
 SL0602'FROM THE SOUTHWEST RAIL, IN SECTION 19, R 56 W, T 144 N, 89 FEET
 SL0602'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET EAST OF THE
 SL0602'CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 3 1/2 FEET NORTHWEST OF
 SL0602'POWER LINE POLE NO. 164, ABOUT 13 TELEPHONE POLES NORTHWEST OF
 SL0602'MILEPOLEE 35, 1.8 FEET EAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 SL0602'LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED
 SL0602'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH
 SL0602'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 SL0602'REFUSAL AT A DEPTH OF 30.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0505 ***********************************************************************
 SM0505  DESIGNATION -  M 444
 SM0505  PID         -  SM0505
 SM0505  STATE/COUNTY-  ND/GRIGGS
 SM0505  USGS QUAD   -  KARNAK (1961)
 SM0505
 SM0505                         *CURRENT SURVEY CONTROL
 SM0505  ___________________________________________________________________
 SM0505* NAD 83(1986)-  47 18 49.     (N)    098 05 16.     (W)     SCALED    
 SM0505* NAVD 88     -       430.560  (meters)    1412.60   (feet)  ADJUSTED  
 SM0505  ___________________________________________________________________
 SM0505  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 SM0505  DYNAMIC HT  -         430.598 (meters)    1412.72  (feet)  COMP
 SM0505  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 SM0505
 SM0505  VERT ORDER  -  SECOND    CLASS 0
 SM0505
 SM0505.The horizontal coordinates were scaled from a topographic map and have
 SM0505.an estimated accuracy of +/- 6 seconds.
 SM0505
 SM0505.The orthometric height was determined by differential leveling
 SM0505.and adjusted by the National Geodetic Survey in June 1991..
 SM0505
 SM0505.The geoid height was determined by GEOID03.
 SM0505
 SM0505.The dynamic height is computed by dividing the NAVD 88
 SM0505.geopotential number by the normal gravity value computed on the
 SM0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0505.degrees latitude (g = 980.6199 gals.).
 SM0505
 SM0505.The modeled gravity was interpolated from observed gravity values.
 SM0505
 SM0505;                    North         East    Units  Estimated Accuracy
 SM0505;SPC ND N     -    37,730.      782,360.      MT  (+/- 180 meters Scaled)
 SM0505
 SM0505                          SUPERSEDED SURVEY CONTROL
 SM0505
 SM0505  NGVD 29 (??/??/92)  430.201  (m)         1411.42   (f) ADJ UNCH    2 0
 SM0505
 SM0505.Superseded values are not recommended for survey control.
 SM0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0505.See file dsdata.txt to determine how the superseded data were derived.
 SM0505
 SM0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT689404(NAD 83)
 SM0505_MARKER: DB = BENCH MARK DISK
 SM0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0505_STAMPING: M 444 1964
 SM0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0505+STABILITY: SURFACE MOTION
 SM0505
 SM0505  HISTORY     - Date     Condition        Report By
 SM0505  HISTORY     - 1964     MONUMENTED       CGS
 SM0505
 SM0505                          STATION DESCRIPTION
 SM0505
 SM0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0505'4.6 MI E FROM HANNAFORD.
 SM0505'ABOUT 4.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SM0505'HANNAFORD, AT A DIM ROAD CROSSING, IN SECTION 12, R 59 W, T 144 N, 78
 SM0505'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 75 FEET
 SM0505'SOUTH OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 11 FEET WEST
 SM0505'OF THE CENTER LINE OF DIM ROAD, 18 FEET SOUTH OF A FENCE CORNER, 1.5
 SM0505'FEET EAST OF A FENCE LINE, 2.6 FEET NORTH OF A METAL WITNESS POST, 2
 SM0505'FEET BELOW THE LEVEL OF EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE
 SM0505'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0028 ***********************************************************************
 TE0028  DESIGNATION -  M 445
 TE0028  PID         -  TE0028
 TE0028  STATE/COUNTY-  ND/CAVALIER
 TE0028  USGS QUAD   -  OLGA NW (1969)
 TE0028
 TE0028                         *CURRENT SURVEY CONTROL
 TE0028  ___________________________________________________________________
 TE0028* NAD 83(1986)-  48 54 20.     (N)    098 13 20.     (W)     SCALED    
 TE0028* NAVD 88     -       475.165  (meters)    1558.94   (feet)  ADJUSTED  
 TE0028  ___________________________________________________________________
 TE0028  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 TE0028  DYNAMIC HT  -         475.279 (meters)    1559.31  (feet)  COMP
 TE0028  MODELED GRAV-     980,836.6   (mgal)                       NAVD 88
 TE0028
 TE0028  VERT ORDER  -  SECOND    CLASS 0
 TE0028
 TE0028.The horizontal coordinates were scaled from a topographic map and have
 TE0028.an estimated accuracy of +/- 6 seconds.
 TE0028
 TE0028.The orthometric height was determined by differential leveling
 TE0028.and adjusted by the National Geodetic Survey in June 1991..
 TE0028
 TE0028.The geoid height was determined by GEOID03.
 TE0028
 TE0028.The dynamic height is computed by dividing the NAVD 88
 TE0028.geopotential number by the normal gravity value computed on the
 TE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0028.degrees latitude (g = 980.6199 gals.).
 TE0028
 TE0028.The modeled gravity was interpolated from observed gravity values.
 TE0028
 TE0028;                    North         East    Units  Estimated Accuracy
 TE0028;SPC ND N     -   214,340.      766,970.      MT  (+/- 180 meters Scaled)
 TE0028
 TE0028                          SUPERSEDED SURVEY CONTROL
 TE0028
 TE0028  NGVD 29 (??/??/92)  474.797  (m)         1557.73   (f) ADJ UNCH    2 0
 TE0028
 TE0028.Superseded values are not recommended for survey control.
 TE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0028.See file dsdata.txt to determine how the superseded data were derived.
 TE0028
 TE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV569172(NAD 83)
 TE0028_MARKER: DB = BENCH MARK DISK
 TE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0028_STAMPING: M 445 1964
 TE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0028+STABILITY: SURFACE MOTION
 TE0028
 TE0028  HISTORY     - Date     Condition        Report By
 TE0028  HISTORY     - 1964     MONUMENTED       CGS
 TE0028  HISTORY     - 20000510 GOOD             NDWC
 TE0028
 TE0028                          STATION DESCRIPTION
 TE0028
 TE0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0028'3.25 MI W FROM VANG.
 TE0028'ABOUT 3.25 MILES WEST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0028'CHURCH AND CEMETERY, IN SECTION 36, R 59 W, T 163 N, NEAR THE JUNCTION
 TE0028'OF A ROAD LEADING SOUTHWEST, 224 FEET SOUTHWEST OF THE APPROXIMATE
 TE0028'CENTER OF JUNCTION, 114 FEET NORTHWEST OF THE CENTER OF THE
 TE0028'SOUTHWEST-NORTHEAST ROAD, 56 1/2 FEET SOUTH OF THE CENTER LINE OF
 TE0028'EAST-WEST ROAD, 11 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET EAST OF A
 TE0028'FENCE LINE, 2.4 FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE
 TE0028'LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE POST
 TE0028'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0028
 TE0028                          STATION RECOVERY (2000)
 TE0028
 TE0028'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 TE0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0630 ***********************************************************************
 RP0630  DESIGNATION -  M 446
 RP0630  PID         -  RP0630
 RP0630  STATE/COUNTY-  ND/BARNES
 RP0630  USGS QUAD   -  ORISKA (1971)
 RP0630
 RP0630                         *CURRENT SURVEY CONTROL
 RP0630  ___________________________________________________________________
 RP0630* NAD 83(1986)-  46 59 35.     (N)    097 47 27.     (W)     SCALED    
 RP0630* NAVD 88     -       385.646  (meters)    1265.24   (feet)  ADJUSTED  
 RP0630  ___________________________________________________________________
 RP0630  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 RP0630  DYNAMIC HT  -         385.679 (meters)    1265.35  (feet)  COMP
 RP0630  MODELED GRAV-     980,686.1   (mgal)                       NAVD 88
 RP0630
 RP0630  VERT ORDER  -  SECOND    CLASS 0
 RP0630
 RP0630.The horizontal coordinates were scaled from a topographic map and have
 RP0630.an estimated accuracy of +/- 6 seconds.
 RP0630
 RP0630.The orthometric height was determined by differential leveling
 RP0630.and adjusted by the National Geodetic Survey in June 1991..
 RP0630
 RP0630.The geoid height was determined by GEOID03.
 RP0630
 RP0630.The dynamic height is computed by dividing the NAVD 88
 RP0630.geopotential number by the normal gravity value computed on the
 RP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0630.degrees latitude (g = 980.6199 gals.).
 RP0630
 RP0630.The modeled gravity was interpolated from observed gravity values.
 RP0630
 RP0630;                    North         East    Units  Estimated Accuracy
 RP0630;SPC ND S     -   150,990.      806,020.      MT  (+/- 180 meters Scaled)
 RP0630
 RP0630                          SUPERSEDED SURVEY CONTROL
 RP0630
 RP0630  NGVD 29 (??/??/92)  385.295  (m)         1264.09   (f) ADJ UNCH    2 0
 RP0630
 RP0630.Superseded values are not recommended for survey control.
 RP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0630.See file dsdata.txt to determine how the superseded data were derived.
 RP0630
 RP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT919051(NAD 83)
 RP0630_MARKER: DB = BENCH MARK DISK
 RP0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0630_STAMPING: M 446 1964
 RP0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0630+STABILITY: SURFACE MOTION
 RP0630
 RP0630  HISTORY     - Date     Condition        Report By
 RP0630  HISTORY     - 1964     MONUMENTED       CGS
 RP0630
 RP0630                          STATION DESCRIPTION
 RP0630
 RP0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0630'4.15 MI N FROM ORISKA.
 RP0630'ABOUT 4.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 RP0630'NORTHERN PACIFIC RAILWAY AT ORISKA, AT A ROAD INTERSECTION, IN SECTION
 RP0630'32, R 56 W, T 141 N, AT CAMP ARNOLD HISTORIC SITE, 71 FEET WEST OF THE
 RP0630'CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF A DIM
 RP0630'ROAD LEADING WEST, 6.6 FEET NORTH OF THE NORTHWEST CORNER OF COVER FOR
 RP0630'TWO GRAVES OF ANDREW MOORE CO. B. MINN, CAV. AND JAS. PONSFORD CO. D.
 RP0630'MINN CAV, 1.7 FEET NORTH OF THE NORTHWEST CORNER POST WITH A CAHAIN
 RP0630'FENCE AROUND THE GRAVES, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 RP0630'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 RP0630'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0701 ***********************************************************************
 SL0701  DESIGNATION -  M 447
 SL0701  PID         -  SL0701
 SL0701  STATE/COUNTY-  ND/BARNES
 SL0701  USGS QUAD   -  PILLSBURY SE (1967)
 SL0701
 SL0701                         *CURRENT SURVEY CONTROL
 SL0701  ___________________________________________________________________
 SL0701* NAD 83(1986)-  47 00 27.     (N)    097 47 28.     (W)     SCALED    
 SL0701* NAVD 88     -       384.111  (meters)    1260.20   (feet)  ADJUSTED  
 SL0701  ___________________________________________________________________
 SL0701  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL0701  DYNAMIC HT  -         384.141 (meters)    1260.30  (feet)  COMP
 SL0701  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 SL0701
 SL0701  VERT ORDER  -  SECOND    CLASS 0
 SL0701
 SL0701.The horizontal coordinates were scaled from a topographic map and have
 SL0701.an estimated accuracy of +/- 6 seconds.
 SL0701
 SL0701.The orthometric height was determined by differential leveling
 SL0701.and adjusted by the National Geodetic Survey in June 1991..
 SL0701
 SL0701.The geoid height was determined by GEOID03.
 SL0701
 SL0701.The dynamic height is computed by dividing the NAVD 88
 SL0701.geopotential number by the normal gravity value computed on the
 SL0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0701.degrees latitude (g = 980.6199 gals.).
 SL0701
 SL0701.The modeled gravity was interpolated from observed gravity values.
 SL0701
 SL0701;                    North         East    Units  Estimated Accuracy
 SL0701;SPC ND S     -   152,600.      805,950.      MT  (+/- 180 meters Scaled)
 SL0701
 SL0701                          SUPERSEDED SURVEY CONTROL
 SL0701
 SL0701  NGVD 29 (??/??/92)  383.758  (m)         1259.05   (f) ADJ UNCH    2 0
 SL0701
 SL0701.Superseded values are not recommended for survey control.
 SL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0701.See file dsdata.txt to determine how the superseded data were derived.
 SL0701
 SL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT918067(NAD 83)
 SL0701_MARKER: DB = BENCH MARK DISK
 SL0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0701_SP_SET: 25.4 FT
 SL0701_STAMPING: M 447 1964
 SL0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0701
 SL0701  HISTORY     - Date     Condition        Report By
 SL0701  HISTORY     - 1964     MONUMENTED       CGS
 SL0701  HISTORY     - 1967     GOOD             USAF
 SL0701
 SL0701                          STATION DESCRIPTION
 SL0701
 SL0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0701'5.15 MI N FROM ORISKA.
 SL0701'5.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0701'NORTHERN PACIFIC RAILWAY AT ORISKA, AT THE INTERSECTION OF AN
 SL0701'EAST-WEST GRAVELED ROAD, IN SECTION 29, R 56 W, T 140 N, 102 FEET WEST
 SL0701'OF THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTH OF THE CENTER LINE OF
 SL0701'EAST-WEST ROAD, 113 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0701'INTERSECTION, 2 FEET NORTH OF A POWER LINE POLE, 1 1/2 FEET SOUTH OF A
 SL0701'METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 SL0701'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 SL0701'PROTECTED BY A 4-INCH TILE WHICH IS FLUSH WITH THE GROUND. THE ROD WAS
 SL0701'DRIVEN TO REFUSAL AT A DEPTH OF 25.4 FEET.
 SL0701
 SL0701                          STATION RECOVERY (1967)
 SL0701
 SL0701'RECOVERY NOTE BY US AIR FORCE 1967
 SL0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0767 ***********************************************************************
 SL0767  DESIGNATION -  M 449
 SL0767  PID         -  SL0767
 SL0767  STATE/COUNTY-  ND/BARNES
 SL0767  USGS QUAD   -  PILLSBURY (1967)
 SL0767
 SL0767                         *CURRENT SURVEY CONTROL
 SL0767  ___________________________________________________________________
 SL0767* NAD 83(1986)-  47 10 04.     (N)    097 49 59.     (W)     SCALED    
 SL0767* NAVD 88     -       398.510  (meters)    1307.44   (feet)  ADJUSTED  
 SL0767  ___________________________________________________________________
 SL0767  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL0767  DYNAMIC HT  -         398.543 (meters)    1307.55  (feet)  COMP
 SL0767  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 SL0767
 SL0767  VERT ORDER  -  SECOND    CLASS 0
 SL0767
 SL0767.The horizontal coordinates were scaled from a topographic map and have
 SL0767.an estimated accuracy of +/- 6 seconds.
 SL0767
 SL0767.The orthometric height was determined by differential leveling
 SL0767.and adjusted by the National Geodetic Survey in June 1991..
 SL0767
 SL0767.The geoid height was determined by GEOID03.
 SL0767
 SL0767.The dynamic height is computed by dividing the NAVD 88
 SL0767.geopotential number by the normal gravity value computed on the
 SL0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0767.degrees latitude (g = 980.6199 gals.).
 SL0767
 SL0767.The modeled gravity was interpolated from observed gravity values.
 SL0767
 SL0767;                    North         East    Units  Estimated Accuracy
 SL0767;SPC ND S     -   170,290.      802,150.      MT  (+/- 180 meters Scaled)
 SL0767
 SL0767                          SUPERSEDED SURVEY CONTROL
 SL0767
 SL0767  NGVD 29 (??/??/92)  398.153  (m)         1306.27   (f) ADJ UNCH    2 0
 SL0767
 SL0767.Superseded values are not recommended for survey control.
 SL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0767.See file dsdata.txt to determine how the superseded data were derived.
 SL0767
 SL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT884244(NAD 83)
 SL0767_MARKER: DB = BENCH MARK DISK
 SL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0767_STAMPING: M 449 1964
 SL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0767+STABILITY: SURFACE MOTION
 SL0767
 SL0767  HISTORY     - Date     Condition        Report By
 SL0767  HISTORY     - 1964     MONUMENTED       CGS
 SL0767
 SL0767                          STATION DESCRIPTION
 SL0767
 SL0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0767'4.65 MI SW FROM PILLSBURY.
 SL0767'2.65 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0767'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE ABOUT 2.0 MILES WEST
 SL0767'ALONG A GRAVELED ROAD, IN SECTION 25, R 27 W, T 143 N, AT THE
 SL0767'INTERSECTION OF A NORTH-SOUTH ROAD, 77 1/2 FEET NORTH OF THE CENTER
 SL0767'LINE OF THE EAST-WEST ROAD, 33 FEET WEST OF THE CENTER LINE OF THE
 SL0767'NORTH-SOUTH ROAD, 88 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 4
 SL0767'1/2 FEET NORTH OF A FENCE CORNER POST, 1 FOOT EAST OF A FENCE LINE, 1
 SL0767'1/2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SL0767'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0055 ***********************************************************************
 RQ0055  DESIGNATION -  M 45
 RQ0055  PID         -  RQ0055
 RQ0055  STATE/COUNTY-  ND/BARNES
 RQ0055  USGS QUAD   -  HASTINGS (1970)
 RQ0055
 RQ0055                         *CURRENT SURVEY CONTROL
 RQ0055  ___________________________________________________________________
 RQ0055* NAD 83(1986)-  46 40 59.     (N)    098 05 39.     (W)     SCALED    
 RQ0055* NAVD 88     -       444.153  (meters)    1457.19   (feet)  ADJUSTED  
 RQ0055  ___________________________________________________________________
 RQ0055  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 RQ0055  DYNAMIC HT  -         444.163 (meters)    1457.22  (feet)  COMP
 RQ0055  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RQ0055
 RQ0055  VERT ORDER  -  SECOND    CLASS 0
 RQ0055
 RQ0055.The horizontal coordinates were scaled from a topographic map and have
 RQ0055.an estimated accuracy of +/- 6 seconds.
 RQ0055
 RQ0055.The orthometric height was determined by differential leveling
 RQ0055.and adjusted by the National Geodetic Survey in June 1991..
 RQ0055
 RQ0055.The geoid height was determined by GEOID03.
 RQ0055
 RQ0055.The dynamic height is computed by dividing the NAVD 88
 RQ0055.geopotential number by the normal gravity value computed on the
 RQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0055.degrees latitude (g = 980.6199 gals.).
 RQ0055
 RQ0055.The modeled gravity was interpolated from observed gravity values.
 RQ0055
 RQ0055;                    North         East    Units  Estimated Accuracy
 RQ0055;SPC ND S     -   115,800.      784,020.      MT  (+/- 180 meters Scaled)
 RQ0055
 RQ0055                          SUPERSEDED SURVEY CONTROL
 RQ0055
 RQ0055  NGVD 29 (??/??/92)  443.763  (m)         1455.91   (f) ADJ UNCH    2 0
 RQ0055
 RQ0055.Superseded values are not recommended for survey control.
 RQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0055.See file dsdata.txt to determine how the superseded data were derived.
 RQ0055
 RQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS692703(NAD 83)
 RQ0055_MARKER: DB = BENCH MARK DISK
 RQ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0055_STAMPING: M 45 1934
 RQ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0055+STABILITY: SURFACE MOTION
 RQ0055
 RQ0055  HISTORY     - Date     Condition        Report By
 RQ0055  HISTORY     - 1934     MONUMENTED       CGS
 RQ0055  HISTORY     - 1967     GOOD             DOD
 RQ0055
 RQ0055                          STATION DESCRIPTION
 RQ0055
 RQ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0055'IN HASTINGS.
 RQ0055'AT HASTINGS, BARNES COUNTY, 150 FEET SOUTHWEST OF THE NORTHERN PACIFIC
 RQ0055'RAILWAY STATION, AT A ROAD CROSSING, 110 FEET SOUTHWEST OF THE
 RQ0055'CENTERLINE OF THE ROAD, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE
 RQ0055'TRACK, 3 FEET SOUTHWEST OF A POLE, AND ABOUT LEVEL WITH THE TRACK. A
 RQ0055'STANDARD DISK, STAMPED M 45 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0055'POST.  NOTE-- A METAL WITNESS POST IS 2 FT. S OF THE MARK.
 RQ0055
 RQ0055                          STATION RECOVERY (1967)
 RQ0055
 RQ0055'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0575 ***********************************************************************
 RP0575  DESIGNATION -  M 450
 RP0575  PID         -  RP0575
 RP0575  STATE/COUNTY-  ND/BARNES
 RP0575  USGS QUAD   -  VALLEY CITY EAST (1961)
 RP0575
 RP0575                         *CURRENT SURVEY CONTROL
 RP0575  ___________________________________________________________________
 RP0575* NAD 83(1986)-  46 55 21.     (N)    097 58 20.     (W)     SCALED    
 RP0575* NAVD 88     -       385.286  (meters)    1264.06   (feet)  ADJUSTED  
 RP0575  ___________________________________________________________________
 RP0575  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 RP0575  DYNAMIC HT  -         385.317 (meters)    1264.16  (feet)  COMP
 RP0575  MODELED GRAV-     980,683.3   (mgal)                       NAVD 88
 RP0575
 RP0575  VERT ORDER  -  FIRST     CLASS II
 RP0575
 RP0575.The horizontal coordinates were scaled from a topographic map and have
 RP0575.an estimated accuracy of +/- 6 seconds.
 RP0575
 RP0575.The orthometric height was determined by differential leveling
 RP0575.and adjusted by the National Geodetic Survey in June 1991..
 RP0575
 RP0575.The geoid height was determined by GEOID03.
 RP0575
 RP0575.The dynamic height is computed by dividing the NAVD 88
 RP0575.geopotential number by the normal gravity value computed on the
 RP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0575.degrees latitude (g = 980.6199 gals.).
 RP0575
 RP0575.The modeled gravity was interpolated from observed gravity values.
 RP0575
 RP0575;                    North         East    Units  Estimated Accuracy
 RP0575;SPC ND S     -   142,690.      792,490.      MT  (+/- 180 meters Scaled)
 RP0575
 RP0575                          SUPERSEDED SURVEY CONTROL
 RP0575
 RP0575  NGVD 29 (??/??/92)  384.930  (m)         1262.89   (f) ADJ UNCH    1 2
 RP0575
 RP0575.Superseded values are not recommended for survey control.
 RP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0575.See file dsdata.txt to determine how the superseded data were derived.
 RP0575
 RP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS782970(NAD 83)
 RP0575_MARKER: DB = BENCH MARK DISK
 RP0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0575_SP_SET: CULVERT
 RP0575_STAMPING: M 450 1964
 RP0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0575
 RP0575  HISTORY     - Date     Condition        Report By
 RP0575  HISTORY     - 1964     MONUMENTED       CGS
 RP0575  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0575
 RP0575                          STATION DESCRIPTION
 RP0575
 RP0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0575'0.85 MI E FROM VALLEY CITY.
 RP0575'ABOUT 0.85 MILE EAST ALONG BUSINESS ROUTE 94 FROM THE CONCRETE BRIDGE
 RP0575'OVER SHEYENNE RIVER, IN SECTION 22, R 58 W, T 140 N, 43 FEET NORTH OF
 RP0575'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP AT THE WEST END OF THE
 RP0575'HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT WITH ONE DIVIDING PIER
 RP0575'UNDER THE HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FOR A BROWN SPLIT LEVEL
 RP0575'HOUSE AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RP0575
 RP0575                          STATION RECOVERY (1982)
 RP0575
 RP0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0575'NOT RECOVERED, CULVERT HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0008 ***********************************************************************
 RQ0008  DESIGNATION -  M 451
 RQ0008  PID         -  RQ0008
 RQ0008  STATE/COUNTY-  ND/BARNES
 RQ0008  USGS QUAD   -  SANBORN (1970)
 RQ0008
 RQ0008                         *CURRENT SURVEY CONTROL
 RQ0008  ___________________________________________________________________
 RQ0008* NAD 83(1986)-  46 56 21.     (N)    098 09 58.     (W)     SCALED    
 RQ0008* NAVD 88     -       437.193  (meters)    1434.36   (feet)  ADJUSTED  
 RQ0008  ___________________________________________________________________
 RQ0008  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 RQ0008  DYNAMIC HT  -         437.223 (meters)    1434.46  (feet)  COMP
 RQ0008  MODELED GRAV-     980,669.2   (mgal)                       NAVD 88
 RQ0008
 RQ0008  VERT ORDER  -  FIRST     CLASS II
 RQ0008
 RQ0008.The horizontal coordinates were scaled from a topographic map and have
 RQ0008.an estimated accuracy of +/- 6 seconds.
 RQ0008
 RQ0008.The orthometric height was determined by differential leveling
 RQ0008.and adjusted by the National Geodetic Survey in June 1991..
 RQ0008
 RQ0008.The geoid height was determined by GEOID03.
 RQ0008
 RQ0008.The dynamic height is computed by dividing the NAVD 88
 RQ0008.geopotential number by the normal gravity value computed on the
 RQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0008.degrees latitude (g = 980.6199 gals.).
 RQ0008
 RQ0008.The modeled gravity was interpolated from observed gravity values.
 RQ0008
 RQ0008;                    North         East    Units  Estimated Accuracy
 RQ0008;SPC ND S     -   144,090.      777,670.      MT  (+/- 180 meters Scaled)
 RQ0008
 RQ0008                          SUPERSEDED SURVEY CONTROL
 RQ0008
 RQ0008  NGVD 29 (??/??/92)  436.823  (m)         1433.14   (f) ADJ UNCH    1 2
 RQ0008
 RQ0008.Superseded values are not recommended for survey control.
 RQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0008.See file dsdata.txt to determine how the superseded data were derived.
 RQ0008
 RQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS634987(NAD 83)
 RQ0008_MARKER: DB = BENCH MARK DISK
 RQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0008_STAMPING: M 451 1964
 RQ0008_MARK LOGO: CGS   
 RQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0008+STABILITY: SURFACE MOTION
 RQ0008
 RQ0008  HISTORY     - Date     Condition        Report By
 RQ0008  HISTORY     - 1964     MONUMENTED       CGS
 RQ0008  HISTORY     - 1982     GOOD             NGS
 RQ0008
 RQ0008                          STATION DESCRIPTION
 RQ0008
 RQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0008'2.65 MI E FROM SANBORN.
 RQ0008'ABOUT 2.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0008'STATION AT SANBORN, IN SECTION 18, R 59 W, 140 N, AT THE CROSSING OF A
 RQ0008'NORTH-SOUTH GRAVELED ROAD, 0.4 MILE WEST OF MILEPOST 73, SET IN LINE
 RQ0008'WITH A ROW OF TELEPHONE POLES, 55.2 FEET NORTH OF THE NORTH RAIL, 157
 RQ0008'FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 2 FEET EAST OF THE
 RQ0008'SECOND TELEPHONE POLE WEST OF THE ROAD, 1.8 FEET WEST OF A METAL
 RQ0008'WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 RQ0008'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 RQ0008
 RQ0008                          STATION RECOVERY (1982)
 RQ0008
 RQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0008'RECOVERED THIS DATE.  NOTE, THE RAILROAD STATION HAS BEEN REMOVED,
 RQ0008'NOT LEVELED TO THIS DATE, THE LEVEL LINE WAS REROUTED ALONG INTERSTATE
 RQ0008'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0204 ***********************************************************************
 TE0204  DESIGNATION -  M 452
 TE0204  PID         -  TE0204
 TE0204  STATE/COUNTY-  ND/CAVALIER
 TE0204  USGS QUAD   -  OLGA SW (1969)
 TE0204
 TE0204                         *CURRENT SURVEY CONTROL
 TE0204  ___________________________________________________________________
 TE0204* NAD 83(1986)-  48 47 25.     (N)    098 08 48.     (W)     SCALED    
 TE0204* NAVD 88     -       481.362  (meters)    1579.27   (feet)  ADJUSTED  
 TE0204  ___________________________________________________________________
 TE0204  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 TE0204  DYNAMIC HT  -         481.474 (meters)    1579.64  (feet)  COMP
 TE0204  MODELED GRAV-     980,827.7   (mgal)                       NAVD 88
 TE0204
 TE0204  VERT ORDER  -  SECOND    CLASS 0
 TE0204
 TE0204.The horizontal coordinates were scaled from a topographic map and have
 TE0204.an estimated accuracy of +/- 6 seconds.
 TE0204
 TE0204.The orthometric height was determined by differential leveling
 TE0204.and adjusted by the National Geodetic Survey in June 1991..
 TE0204
 TE0204.The geoid height was determined by GEOID03.
 TE0204
 TE0204.The dynamic height is computed by dividing the NAVD 88
 TE0204.geopotential number by the normal gravity value computed on the
 TE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0204.degrees latitude (g = 980.6199 gals.).
 TE0204
 TE0204.The modeled gravity was interpolated from observed gravity values.
 TE0204
 TE0204;                    North         East    Units  Estimated Accuracy
 TE0204;SPC ND N     -   201,700.      772,900.      MT  (+/- 180 meters Scaled)
 TE0204
 TE0204                          SUPERSEDED SURVEY CONTROL
 TE0204
 TE0204  NGVD 29 (??/??/92)  480.999  (m)         1578.08   (f) ADJ UNCH    2 0
 TE0204
 TE0204.Superseded values are not recommended for survey control.
 TE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0204.See file dsdata.txt to determine how the superseded data were derived.
 TE0204
 TE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV626044(NAD 83)
 TE0204_MARKER: DB = BENCH MARK DISK
 TE0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0204_STAMPING: M 452 1964
 TE0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0204+STABILITY: SURFACE MOTION
 TE0204
 TE0204  HISTORY     - Date     Condition        Report By
 TE0204  HISTORY     - 1964     MONUMENTED       CGS
 TE0204  HISTORY     - 1968     GOOD             DOD
 TE0204
 TE0204                          STATION DESCRIPTION
 TE0204
 TE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0204'12.1 MI NE FROM LANGDON.
 TE0204'ABOUT 10.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0204'LANGDON, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 4, R
 TE0204'58 W, T 161 N, AT THE INTERSECTION OF AN EAST-WEST ROAD, 77 FEET NORTH
 TE0204'OF THE CENTER LINE OF THE EAST-WEST ROAD, 78 FEET WEST OF THE CENTER
 TE0204'LINE OF THE NORTH-SOUTH ROAD, 107 FEET NORTHWEST OF THE APPROXIMATE
 TE0204'CENTER OF THE INTERSECTION, 2 1/2 FEET SOUTH OF A POWER LINE POLE, 2.2
 TE0204'FEET EAST OF A STEEL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE
 TE0204'NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE0204'INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0204
 TE0204                          STATION RECOVERY (1968)
 TE0204
 TE0204'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0262 ***********************************************************************
 TE0262  DESIGNATION -  M 453
 TE0262  PID         -  TE0262
 TE0262  STATE/COUNTY-  ND/CAVALIER
 TE0262  USGS QUAD   -  NEKOMA NW (1972)
 TE0262
 TE0262                         *CURRENT SURVEY CONTROL
 TE0262  ___________________________________________________________________
 TE0262* NAD 83(1986)-  48 42 11.     (N)    098 23 02.     (W)     SCALED    
 TE0262* NAVD 88     -       493.110  (meters)    1617.81   (feet)  ADJUSTED  
 TE0262  ___________________________________________________________________
 TE0262  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 TE0262  DYNAMIC HT  -         493.218 (meters)    1618.17  (feet)  COMP
 TE0262  MODELED GRAV-     980,813.7   (mgal)                       NAVD 88
 TE0262
 TE0262  VERT ORDER  -  SECOND    CLASS 0
 TE0262
 TE0262.The horizontal coordinates were scaled from a topographic map and have
 TE0262.an estimated accuracy of +/- 6 seconds.
 TE0262
 TE0262.The orthometric height was determined by differential leveling
 TE0262.and adjusted by the National Geodetic Survey in June 1991..
 TE0262
 TE0262.The geoid height was determined by GEOID03.
 TE0262
 TE0262.The dynamic height is computed by dividing the NAVD 88
 TE0262.geopotential number by the normal gravity value computed on the
 TE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0262.degrees latitude (g = 980.6199 gals.).
 TE0262
 TE0262.The modeled gravity was interpolated from observed gravity values.
 TE0262
 TE0262;                    North         East    Units  Estimated Accuracy
 TE0262;SPC ND N     -   191,500.      755,740.      MT  (+/- 180 meters Scaled)
 TE0262
 TE0262                          SUPERSEDED SURVEY CONTROL
 TE0262
 TE0262  NGVD 29 (??/??/92)  492.731  (m)         1616.57   (f) ADJ UNCH    2 0
 TE0262
 TE0262.Superseded values are not recommended for survey control.
 TE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0262.See file dsdata.txt to determine how the superseded data were derived.
 TE0262
 TE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU453946(NAD 83)
 TE0262_MARKER: DB = BENCH MARK DISK
 TE0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0262_STAMPING: M 453 1964
 TE0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0262+STABILITY: SURFACE MOTION
 TE0262
 TE0262  HISTORY     - Date     Condition        Report By
 TE0262  HISTORY     - 1964     MONUMENTED       CGS
 TE0262
 TE0262                          STATION DESCRIPTION
 TE0262
 TE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0262'5.1 MI SW FROM LANGDON.
 TE0262'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0262'LANGDON, THENCE 4.0 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 1.0 MILE
 TE0262'WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, IN SECTION 4, R 60
 TE0262'W, T 160 N, 76 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 77
 TE0262'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 107 FEET
 TE0262'NORTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 3 FEET WEST
 TE0262'OF A POWER LINE POLE, 2.2 FEET EAST OF A METAL WITNESS POST, 2 FEET
 TE0262'BELOW THE LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A CONCRETE
 TE0262'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0265 ***********************************************************************
 TE0265  DESIGNATION -  M 454
 TE0265  PID         -  TE0265
 TE0265  STATE/COUNTY-  ND/CAVALIER
 TE0265  USGS QUAD   -  NEKOMA NW (1972)
 TE0265
 TE0265                         *CURRENT SURVEY CONTROL
 TE0265  ___________________________________________________________________
 TE0265* NAD 83(1986)-  48 41 16.     (N)    098 25 38.     (W)     SCALED    
 TE0265* NAVD 88     -       487.856  (meters)    1600.57   (feet)  ADJUSTED  
 TE0265  ___________________________________________________________________
 TE0265  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 TE0265  DYNAMIC HT  -         487.961 (meters)    1600.92  (feet)  COMP
 TE0265  MODELED GRAV-     980,811.4   (mgal)                       NAVD 88
 TE0265
 TE0265  VERT ORDER  -  SECOND    CLASS 0
 TE0265
 TE0265.The horizontal coordinates were scaled from a topographic map and have
 TE0265.an estimated accuracy of +/- 6 seconds.
 TE0265
 TE0265.The orthometric height was determined by differential leveling
 TE0265.and adjusted by the National Geodetic Survey in June 1991..
 TE0265
 TE0265.The geoid height was determined by GEOID03.
 TE0265
 TE0265.The dynamic height is computed by dividing the NAVD 88
 TE0265.geopotential number by the normal gravity value computed on the
 TE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0265.degrees latitude (g = 980.6199 gals.).
 TE0265
 TE0265.The modeled gravity was interpolated from observed gravity values.
 TE0265
 TE0265;                    North         East    Units  Estimated Accuracy
 TE0265;SPC ND N     -   189,710.      752,600.      MT  (+/- 180 meters Scaled)
 TE0265
 TE0265                          SUPERSEDED SURVEY CONTROL
 TE0265
 TE0265  NGVD 29 (??/??/92)  487.477  (m)         1599.33   (f) ADJ UNCH    2 0
 TE0265
 TE0265.Superseded values are not recommended for survey control.
 TE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0265.See file dsdata.txt to determine how the superseded data were derived.
 TE0265
 TE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU421929(NAD 83)
 TE0265_MARKER: DB = BENCH MARK DISK
 TE0265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0265_SP_SET: 43 FEET
 TE0265_STAMPING: M 454 1964
 TE0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0265
 TE0265  HISTORY     - Date     Condition        Report By
 TE0265  HISTORY     - 1964     MONUMENTED       CGS
 TE0265
 TE0265                          STATION DESCRIPTION
 TE0265
 TE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0265'9.0 MI NE FROM LOMA.
 TE0265'ABOUT 4.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE0265'STATION AT LOMA, THENCE 5.0 MILES EAST ALONG A GRAVELED ROAD, IN
 TE0265'SECTION 18, R 60 W, T 160 N, NEAR A ROAD INTERSECTION, 70 1/2 FEET
 TE0265'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 79 1/2 FEET WEST OF
 TE0265'THE CENTER LINE OF NORTH-SOUTH ROAD, 105 FEET SOUTHWEST OF THE
 TE0265'APPROXIMATE CENTER OF THE INTERSECTION, IN LINE WITH A ROW OF POWER
 TE0265'POLES, 2 FEET WEST OF A POWER LINE POLE, 1.4 FEET EAST OF A METAL
 TE0265'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK ON TOP
 TE0265'OF A COPPER COATED STEEL ROD WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF
 TE0265'THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE
 TE0265'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 TE0265'43 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0696 ***********************************************************************
 TD0696  DESIGNATION -  M 455
 TD0696  PID         -  TD0696
 TD0696  STATE/COUNTY-  ND/CAVALIER
 TD0696  USGS QUAD   -  HANKS CORNER (1964)
 TD0696
 TD0696                         *CURRENT SURVEY CONTROL
 TD0696  ___________________________________________________________________
 TD0696* NAD 83(1986)-  48 50 54.     (N)    097 59 38.     (W)     SCALED    
 TD0696* NAVD 88     -       367.597  (meters)    1206.02   (feet)  ADJUSTED  
 TD0696  ___________________________________________________________________
 TD0696  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TD0696  DYNAMIC HT  -         367.690 (meters)    1206.33  (feet)  COMP
 TD0696  MODELED GRAV-     980,853.0   (mgal)                       NAVD 88
 TD0696
 TD0696  VERT ORDER  -  SECOND    CLASS 0
 TD0696
 TD0696.The horizontal coordinates were scaled from a topographic map and have
 TD0696.an estimated accuracy of +/- 6 seconds.
 TD0696
 TD0696.The orthometric height was determined by differential leveling
 TD0696.and adjusted by the National Geodetic Survey in June 1991..
 TD0696
 TD0696.The geoid height was determined by GEOID03.
 TD0696
 TD0696.The dynamic height is computed by dividing the NAVD 88
 TD0696.geopotential number by the normal gravity value computed on the
 TD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0696.degrees latitude (g = 980.6199 gals.).
 TD0696
 TD0696.The modeled gravity was interpolated from observed gravity values.
 TD0696
 TD0696;                    North         East    Units  Estimated Accuracy
 TD0696;SPC ND N     -   208,500.      783,910.      MT  (+/- 180 meters Scaled)
 TD0696
 TD0696                          SUPERSEDED SURVEY CONTROL
 TD0696
 TD0696  NGVD 29 (??/??/92)  367.248  (m)         1204.88   (f) ADJ UNCH    2 0
 TD0696
 TD0696.Superseded values are not recommended for survey control.
 TD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0696.See file dsdata.txt to determine how the superseded data were derived.
 TD0696
 TD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV738110(NAD 83)
 TD0696_MARKER: DB = BENCH MARK DISK
 TD0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0696_STAMPING: M 455 1964
 TD0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0696+STABILITY: SURFACE MOTION
 TD0696
 TD0696  HISTORY     - Date     Condition        Report By
 TD0696  HISTORY     - 1964     MONUMENTED       CGS
 TD0696
 TD0696                          STATION DESCRIPTION
 TD0696
 TD0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0696'8.5 MI SW FROM WALHALLA.
 TD0696'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 5 FROM THE ST BONIFACE
 TD0696'SCHOOL AT WALHALLA, THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, THENCE
 TD0696'1.0 MILE SOUTH ALONG A GRAVEL ROAD, NEAR A CROSS ROAD, IN SECTION 15,
 TD0696'R 57 W, T 162 N, 50 FEET NORTHWEST OF CENTER OF JUNCTION OF A
 TD0696'NORTH-SOUTH EAST-WEST INTERSECTION, 35 FEET WEST OF CENTER LINE OF
 TD0696'NORTH-SOUTH ROAD, 37 FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 8.0
 TD0696'FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE LINE, 2.4 FEET
 TD0696'SOUTH OF A METAL WITNESS POST, 3 FEET BELOW LEVEL OF NORTH-SOUTH ROAD,
 TD0696'AND IS A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1007 ***********************************************************************
 TE1007  DESIGNATION -  M 456
 TE1007  PID         -  TE1007
 TE1007  STATE/COUNTY-  ND/CAVALIER
 TE1007  USGS QUAD   -  LOMA (1970)
 TE1007
 TE1007                         *CURRENT SURVEY CONTROL
 TE1007  ___________________________________________________________________
 TE1007* NAD 83(1986)-  48 44 48.     (N)    098 36 20.     (W)     SCALED    
 TE1007* NAVD 88     -       482.786  (meters)    1583.94   (feet)  ADJUSTED  
 TE1007  ___________________________________________________________________
 TE1007  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 TE1007  DYNAMIC HT  -         482.896 (meters)    1584.30  (feet)  COMP
 TE1007  MODELED GRAV-     980,822.4   (mgal)                       NAVD 88
 TE1007
 TE1007  VERT ORDER  -  SECOND    CLASS 0
 TE1007
 TE1007.The horizontal coordinates were scaled from a topographic map and have
 TE1007.an estimated accuracy of +/- 6 seconds.
 TE1007
 TE1007.The orthometric height was determined by differential leveling
 TE1007.and adjusted by the National Geodetic Survey in June 1991..
 TE1007
 TE1007.The geoid height was determined by GEOID03.
 TE1007
 TE1007.The dynamic height is computed by dividing the NAVD 88
 TE1007.geopotential number by the normal gravity value computed on the
 TE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1007.degrees latitude (g = 980.6199 gals.).
 TE1007
 TE1007.The modeled gravity was interpolated from observed gravity values.
 TE1007
 TE1007;                    North         East    Units  Estimated Accuracy
 TE1007;SPC ND N     -   195,920.      739,310.      MT  (+/- 180 meters Scaled)
 TE1007
 TE1007                          SUPERSEDED SURVEY CONTROL
 TE1007
 TE1007  NGVD 29 (??/??/92)  482.410  (m)         1582.71   (f) ADJ UNCH    2 0
 TE1007
 TE1007.Superseded values are not recommended for survey control.
 TE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1007.See file dsdata.txt to determine how the superseded data were derived.
 TE1007
 TE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU289993(NAD 83)
 TE1007_MARKER: DB = BENCH MARK DISK
 TE1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1007_STAMPING: M 456 1964
 TE1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1007+STABILITY: SURFACE MOTION
 TE1007
 TE1007  HISTORY     - Date     Condition        Report By
 TE1007  HISTORY     - 1964     MONUMENTED       CGS
 TE1007
 TE1007                          STATION DESCRIPTION
 TE1007
 TE1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1007'11.9 MI W FROM LANGDON.
 TE1007'ABOUT 10.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE1007'LANGDON, THENCE 1.0 MILE SOUTH ALONG A GRADED ROAD, NEAR THE JUNCTION
 TE1007'OF A GRADED ROAD LEADING EAST, 74 FEET EAST OF THE CENTER LINE OF THE
 TE1007'NORTH-SOUTH ROAD, IN SECTION 30, R 61 W, T 161 N, 107 1/2 FEET
 TE1007'SOUTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION, 76 1/2 FEET SOUTH
 TE1007'OF THE CENTER LINE OF THE ROAD LEADING EAST, 2 1/2 FEET SOUTH OF A
 TE1007'POWER LINE POLE, IN LINE WITH A ROW OF POWER POLES, 3 FEET NORTH OF A
 TE1007'STEEL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, SET IN THE
 TE1007'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 TE1007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0447 ***********************************************************************
 RP0447  DESIGNATION -  M 46
 RP0447  PID         -  RP0447
 RP0447  STATE/COUNTY-  ND/CASS
 RP0447  USGS QUAD   -  LEONARD (1959)
 RP0447
 RP0447                         *CURRENT SURVEY CONTROL
 RP0447  ___________________________________________________________________
 RP0447* NAD 83(1986)-  46 40 48.     (N)    097 11 20.     (W)     SCALED    
 RP0447* NAVD 88     -       289.860  (meters)     950.98   (feet)  ADJUSTED  
 RP0447  ___________________________________________________________________
 RP0447  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RP0447  DYNAMIC HT  -         289.875 (meters)     951.03  (feet)  COMP
 RP0447  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 RP0447
 RP0447  VERT ORDER  -  SECOND    CLASS 0
 RP0447
 RP0447.The horizontal coordinates were scaled from a topographic map and have
 RP0447.an estimated accuracy of +/- 6 seconds.
 RP0447
 RP0447.The orthometric height was determined by differential leveling
 RP0447.and adjusted by the National Geodetic Survey in June 1991..
 RP0447
 RP0447.The geoid height was determined by GEOID03.
 RP0447
 RP0447.The dynamic height is computed by dividing the NAVD 88
 RP0447.geopotential number by the normal gravity value computed on the
 RP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0447.degrees latitude (g = 980.6199 gals.).
 RP0447
 RP0447.The modeled gravity was interpolated from observed gravity values.
 RP0447
 RP0447;                    North         East    Units  Estimated Accuracy
 RP0447;SPC ND S     -   117,980.      853,240.      MT  (+/- 180 meters Scaled)
 RP0447
 RP0447                          SUPERSEDED SURVEY CONTROL
 RP0447
 RP0447  NGVD 29 (??/??/92)  289.564  (m)          950.01   (f) ADJ UNCH    2 0
 RP0447
 RP0447.Superseded values are not recommended for survey control.
 RP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0447.See file dsdata.txt to determine how the superseded data were derived.
 RP0447
 RP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS385711(NAD 83)
 RP0447_MARKER: DB = BENCH MARK DISK
 RP0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0447_STAMPING: M-46 1934
 RP0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0447+STABILITY: SURFACE MOTION
 RP0447
 RP0447  HISTORY     - Date     Condition        Report By
 RP0447  HISTORY     - 1934     MONUMENTED       CGS
 RP0447
 RP0447                          STATION DESCRIPTION
 RP0447
 RP0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0447'IN WOODS SIDING.
 RP0447'ALONG NORTHERN PACIFIC RAILROAD AT PUBLIC CROSSING 8 POLES SOUTHWEST
 RP0447'OF MILEPOST NO.24 ACROSS TRACK FROM BOX CAR WAITING ROOM.  SET IN POST
 RP0447'2 FEET BELOW RAIL LEVEL, 3 FEET EAST OF POLE, 36 FEET NORTHWEST OF
 RP0447'CENTER LINE OF TRACK AND 95 FEET SOUTHWEST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1552 ***********************************************************************
 TG1552  DESIGNATION -  M 462
 TG1552  PID         -  TG1552
 TG1552  STATE/COUNTY-  ND/MCKENZIE
 TG1552  USGS QUAD   -  WILLISTON SW (1979)
 TG1552
 TG1552                         *CURRENT SURVEY CONTROL
 TG1552  ___________________________________________________________________
 TG1552* NAD 83(1986)-  48 05 47.     (N)    103 42 12.     (W)     SCALED    
 TG1552* NAVD 88     -       564.410  (meters)    1851.74   (feet)  ADJUSTED  
 TG1552  ___________________________________________________________________
 TG1552  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1552  DYNAMIC HT  -         564.480 (meters)    1851.96  (feet)  COMP
 TG1552  MODELED GRAV-     980,718.8   (mgal)                       NAVD 88
 TG1552
 TG1552  VERT ORDER  -  FIRST     CLASS II
 TG1552
 TG1552.The horizontal coordinates were scaled from a topographic map and have
 TG1552.an estimated accuracy of +/- 6 seconds.
 TG1552
 TG1552.The orthometric height was determined by differential leveling
 TG1552.and adjusted by the National Geodetic Survey in June 1991..
 TG1552
 TG1552.The geoid height was determined by GEOID03.
 TG1552
 TG1552.The dynamic height is computed by dividing the NAVD 88
 TG1552.geopotential number by the normal gravity value computed on the
 TG1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1552.degrees latitude (g = 980.6199 gals.).
 TG1552
 TG1552.The modeled gravity was interpolated from observed gravity values.
 TG1552
 TG1552;                    North         East    Units  Estimated Accuracy
 TG1552;SPC ND N     -   126,860.      361,480.      MT  (+/- 180 meters Scaled)
 TG1552
 TG1552                          SUPERSEDED SURVEY CONTROL
 TG1552
 TG1552.No superseded survey control is available for this station.
 TG1552
 TG1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP965278(NAD 83)
 TG1552_MARKER: I = METAL ROD
 TG1552_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1552_SP_SET: STAINLESS STEEL ROD
 TG1552_STAMPING: M 462 1981
 TG1552_MARK LOGO: NGS   
 TG1552_PROJECTION: FLUSH
 TG1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1552_ROD/PIPE-DEPTH: 14.6 meters
 TG1552
 TG1552  HISTORY     - Date     Condition        Report By
 TG1552  HISTORY     - 1981     MONUMENTED       NGS
 TG1552
 TG1552                          STATION DESCRIPTION
 TG1552
 TG1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1552'5.5 KM (3.4 MI) SOUTH FROM WILLISTON.
 TG1552'5.5 KM (3.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 TG1552'U.S. HIGHWAY 2 IN WILLISTON, 38.4 METERS (126.0 FT) SOUTHWEST OF THE
 TG1552'CENTERLINE OF THE HIGHWAY, 21.9 METERS (72.0 FT) SOUTH OF THE CENTER
 TG1552'OF A DIRT ROAD LEADING WEST AND 0.6 METER (2.0 FT) SOUTH OF A
 TG1552'RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1552'5-INCH LOGO CAP.
 TG1552'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 TG1552'THE MARK IS 5.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0646 ***********************************************************************
 SO0646  DESIGNATION -  M 463
 SO0646  PID         -  SO0646
 SO0646  STATE/COUNTY-  ND/MCKENZIE
 SO0646  USGS QUAD   -  CARTWRIGHT (1972)
 SO0646
 SO0646                         *CURRENT SURVEY CONTROL
 SO0646  ___________________________________________________________________
 SO0646* NAD 83(1986)-  47 51 46.     (N)    103 59 27.     (W)     SCALED    
 SO0646* NAVD 88     -       574.843  (meters)    1885.96   (feet)  ADJUSTED  
 SO0646  ___________________________________________________________________
 SO0646  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 SO0646  DYNAMIC HT  -         574.898 (meters)    1886.14  (feet)  COMP
 SO0646  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 SO0646
 SO0646  VERT ORDER  -  FIRST     CLASS II
 SO0646
 SO0646.The horizontal coordinates were scaled from a topographic map and have
 SO0646.an estimated accuracy of +/- 6 seconds.
 SO0646
 SO0646.The orthometric height was determined by differential leveling
 SO0646.and adjusted by the National Geodetic Survey in June 1991..
 SO0646
 SO0646.The geoid height was determined by GEOID03.
 SO0646
 SO0646.The dynamic height is computed by dividing the NAVD 88
 SO0646.geopotential number by the normal gravity value computed on the
 SO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0646.degrees latitude (g = 980.6199 gals.).
 SO0646
 SO0646.The modeled gravity was interpolated from observed gravity values.
 SO0646
 SO0646;                    North         East    Units  Estimated Accuracy
 SO0646;SPC ND N     -   101,840.      338,910.      MT  (+/- 180 meters Scaled)
 SO0646
 SO0646                          SUPERSEDED SURVEY CONTROL
 SO0646
 SO0646.No superseded survey control is available for this station.
 SO0646
 SO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP754015(NAD 83)
 SO0646_MARKER: I = METAL ROD
 SO0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SO0646_SP_SET: STAINLESS STEEL ROD
 SO0646_STAMPING: M 463 1981
 SO0646_MARK LOGO: NGS   
 SO0646_PROJECTION: FLUSH
 SO0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0646_ROD/PIPE-DEPTH: 24.4 meters
 SO0646
 SO0646  HISTORY     - Date     Condition        Report By
 SO0646  HISTORY     - 1981     MONUMENTED       NGS
 SO0646
 SO0646                          STATION DESCRIPTION
 SO0646
 SO0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SO0646'5.2 KM (3.2 MI) EAST FROM FAIRVIEW.
 SO0646'5.2 KM (3.2 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SO0646'IN FAIRVIEW, 33.2 METERS (109.0 FT) WEST OF THE CENTER OF A GRAVELEDED
 SO0646'ROAD, 23.5 METERS (77.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 SO0646'AND 0.6 METER (2.0 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 SO0646'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SO0646'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SO0646'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1824 ***********************************************************************
 TF1824  DESIGNATION -  M 464
 TF1824  PID         -  TF1824
 TF1824  STATE/COUNTY-  ND/WARD
 TF1824  USGS QUAD   -  BERTHOLD (1980)
 TF1824
 TF1824                         *CURRENT SURVEY CONTROL
 TF1824  ___________________________________________________________________
 TF1824* NAD 83(1986)-  48 18 21.     (N)    101 42 52.     (W)     SCALED    
 TF1824* NAVD 88     -       629.331  (meters)    2064.73   (feet)  ADJUSTED  
 TF1824  ___________________________________________________________________
 TF1824  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 TF1824  DYNAMIC HT  -         629.437 (meters)    2065.08  (feet)  COMP
 TF1824  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 TF1824
 TF1824  VERT ORDER  -  FIRST     CLASS II
 TF1824
 TF1824.The horizontal coordinates were scaled from a topographic map and have
 TF1824.an estimated accuracy of +/- 6 seconds.
 TF1824
 TF1824.The orthometric height was determined by differential leveling
 TF1824.and adjusted by the National Geodetic Survey in June 1991..
 TF1824
 TF1824.The geoid height was determined by GEOID03.
 TF1824
 TF1824.The dynamic height is computed by dividing the NAVD 88
 TF1824.geopotential number by the normal gravity value computed on the
 TF1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1824.degrees latitude (g = 980.6199 gals.).
 TF1824
 TF1824.The modeled gravity was interpolated from observed gravity values.
 TF1824
 TF1824;                    North         East    Units  Estimated Accuracy
 TF1824;SPC ND N     -   145,900.      509,920.      MT  (+/- 180 meters Scaled)
 TF1824
 TF1824                          SUPERSEDED SURVEY CONTROL
 TF1824
 TF1824.No superseded survey control is available for this station.
 TF1824
 TF1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU987538(NAD 83)
 TF1824_MARKER: I = METAL ROD
 TF1824_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1824_SP_SET: STAINLESS STEEL ROD
 TF1824_STAMPING: M 464 1981
 TF1824_MARK LOGO: NGS   
 TF1824_PROJECTION: FLUSH
 TF1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1824_ROD/PIPE-DEPTH: 8.8  meters
 TF1824
 TF1824  HISTORY     - Date     Condition        Report By
 TF1824  HISTORY     - 1981     MONUMENTED       NGS
 TF1824
 TF1824                          STATION DESCRIPTION
 TF1824
 TF1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1824'1.9 KM (1.2 MI) SE FROM BERTHOLD.
 TF1824'1.9 KM (1.2 MI) SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD
 TF1824'FROM THE RAILROAD STATION IN BERTHOLD, 34.4 METERS (112.9 FT)
 TF1824'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 10, 11.1 METERS (36.4 FT)
 TF1824'SOUTHWEST OF THE SOUTH CORNER OF A 6 BY 8 FT METAL RAILROAD BUILDING
 TF1824'AND 5.0 METERS (16.4 FT) SOUTHWEST OF THE NEAR RAIL.  NOTE= ACCESS TO
 TF1824'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TF1824'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TF1824'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1622 ***********************************************************************
 TG1622  DESIGNATION -  M 465
 TG1622  PID         -  TG1622
 TG1622  STATE/COUNTY-  ND/MOUNTRAIL
 TG1622  USGS QUAD   -  TIOGA SE (1979)
 TG1622
 TG1622                         *CURRENT SURVEY CONTROL
 TG1622  ___________________________________________________________________
 TG1622* NAD 83(1986)-  48 20 06.     (N)    102 46 12.     (W)     SCALED    
 TG1622* NAVD 88     -       631.868  (meters)    2073.05   (feet)  ADJUSTED  
 TG1622  ___________________________________________________________________
 TG1622  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1622  DYNAMIC HT  -         631.968 (meters)    2073.38  (feet)  COMP
 TG1622  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 TG1622
 TG1622  VERT ORDER  -  FIRST     CLASS II
 TG1622
 TG1622.The horizontal coordinates were scaled from a topographic map and have
 TG1622.an estimated accuracy of +/- 6 seconds.
 TG1622
 TG1622.The orthometric height was determined by differential leveling
 TG1622.and adjusted by the National Geodetic Survey in June 1991..
 TG1622
 TG1622.The geoid height was determined by GEOID03.
 TG1622
 TG1622.The dynamic height is computed by dividing the NAVD 88
 TG1622.geopotential number by the normal gravity value computed on the
 TG1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1622.degrees latitude (g = 980.6199 gals.).
 TG1622
 TG1622.The modeled gravity was interpolated from observed gravity values.
 TG1622
 TG1622;                    North         East    Units  Estimated Accuracy
 TG1622;SPC ND N     -   150,910.      431,730.      MT  (+/- 180 meters Scaled)
 TG1622
 TG1622                          SUPERSEDED SURVEY CONTROL
 TG1622
 TG1622.No superseded survey control is available for this station.
 TG1622
 TG1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP652559(NAD 83)
 TG1622_MARKER: I = METAL ROD
 TG1622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1622_SP_SET: STAINLESS STEEL ROD
 TG1622_STAMPING: M 465 1982
 TG1622_MARK LOGO: NGS   
 TG1622_PROJECTION: FLUSH
 TG1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1622_ROD/PIPE-DEPTH: 18.9 meters
 TG1622
 TG1622  HISTORY     - Date     Condition        Report By
 TG1622  HISTORY     - 1982     MONUMENTED       NGS
 TG1622
 TG1622                          STATION DESCRIPTION
 TG1622
 TG1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1622'17.6 KM (10.95 MI) WEST FROM ROSS.
 TG1622'17.6 KM (10.95 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1622'NORTHERN RAILROAD STATION IN ROSS, AT THE JUNCTION OF A PAVED ROAD
 TG1622'LEADING NORTH TO THE TOWN OF WHITE EARTH, 36.5 METERS (119.8 FT)
 TG1622'NORTHEAST OF THE CENTERLINE OF THE ROAD, 24.7 METERS (81.0 FT) EAST OF
 TG1622'THE CENTER OF THE PAVED ROAD AND 3.0 METERS (9.8 FT) SOUTHEAST OF A
 TG1622'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TG1622'CAP.
 TG1622'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 TG1622'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1582 ***********************************************************************
 TG1582  DESIGNATION -  M 466
 TG1582  PID         -  TG1582
 TG1582  STATE/COUNTY-  ND/WILLIAMS
 TG1582  USGS QUAD   -  EPPING (1978)
 TG1582
 TG1582                         *CURRENT SURVEY CONTROL
 TG1582  ___________________________________________________________________
 TG1582* NAD 83(1986)-  48 17 56.     (N)    103 17 01.     (W)     SCALED    
 TG1582* NAVD 88     -       732.013  (meters)    2401.61   (feet)  ADJUSTED  
 TG1582  ___________________________________________________________________
 TG1582  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1582  DYNAMIC HT  -         732.114 (meters)    2401.94  (feet)  COMP
 TG1582  MODELED GRAV-     980,724.3   (mgal)                       NAVD 88
 TG1582
 TG1582  VERT ORDER  -  FIRST     CLASS II
 TG1582
 TG1582.The horizontal coordinates were scaled from a topographic map and have
 TG1582.an estimated accuracy of +/- 6 seconds.
 TG1582
 TG1582.The orthometric height was determined by differential leveling
 TG1582.and adjusted by the National Geodetic Survey in June 1991..
 TG1582
 TG1582.The geoid height was determined by GEOID03.
 TG1582
 TG1582.The dynamic height is computed by dividing the NAVD 88
 TG1582.geopotential number by the normal gravity value computed on the
 TG1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1582.degrees latitude (g = 980.6199 gals.).
 TG1582
 TG1582.The modeled gravity was interpolated from observed gravity values.
 TG1582
 TG1582;                    North         East    Units  Estimated Accuracy
 TG1582;SPC ND N     -   148,150.      393,530.      MT  (+/- 180 meters Scaled)
 TG1582
 TG1582                          SUPERSEDED SURVEY CONTROL
 TG1582
 TG1582.No superseded survey control is available for this station.
 TG1582
 TG1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP272509(NAD 83)
 TG1582_MARKER: I = METAL ROD
 TG1582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1582_SP_SET: STAINLESS STEEL ROD
 TG1582_STAMPING: M 466 1982
 TG1582_MARK LOGO: NGS   
 TG1582_PROJECTION: FLUSH
 TG1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1582_ROD/PIPE-DEPTH: 6.1  meters
 TG1582
 TG1582  HISTORY     - Date     Condition        Report By
 TG1582  HISTORY     - 1982     MONUMENTED       NGS
 TG1582
 TG1582                          STATION DESCRIPTION
 TG1582
 TG1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1582'7.3 KM (4.5 MI) NE FROM EPPING.
 TG1582'0.1 KM (0.05 MI) EASTERLY ALONG A DIRT ROAD FROM THE POST OFFICE IN
 TG1582'EPPING, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG COUNTY ROAD 42, THENCE
 TG1582'2.2 KM (1.35 MI) EASTERLY ALONG COUNTY ROAD 8, THENCE 4.5 KM (2.8 MI)
 TG1582'NORTHERLY ALONG OLD U. S. HIGHWAY 2, 0.1 KM (0.05 MI) WEST OF A
 TG1582'PRIVATE DRIVE LEADING SOUTH, 12.7 METERS (41.7 FT) SOUTH OF THE
 TG1582'CENTERLINE OF THE HIGHWAY AND 7.6 METERS (24.9 FT) EAST OF THE CENTER
 TG1582'OF A FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1582'5-INCH LOGO CAP.
 TG1582'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 TG1582'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1558 ***********************************************************************
 TG1558  DESIGNATION -  M 467
 TG1558  PID         -  TG1558
 TG1558  STATE/COUNTY-  ND/WILLIAMS
 TG1558  USGS QUAD   -  WILLISTON WEST (1976)
 TG1558
 TG1558                         *CURRENT SURVEY CONTROL
 TG1558  ___________________________________________________________________
 TG1558* NAD 83(1986)-  48 09 22.     (N)    103 38 53.     (W)     SCALED    
 TG1558* NAVD 88     -       581.310  (meters)    1907.18   (feet)  ADJUSTED  
 TG1558  ___________________________________________________________________
 TG1558  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1558  DYNAMIC HT  -         581.377 (meters)    1907.40  (feet)  COMP
 TG1558  MODELED GRAV-     980,708.1   (mgal)                       NAVD 88
 TG1558
 TG1558  VERT ORDER  -  FIRST     CLASS II
 TG1558
 TG1558.The horizontal coordinates were scaled from a topographic map and have
 TG1558.an estimated accuracy of +/- 6 seconds.
 TG1558
 TG1558.The orthometric height was determined by differential leveling
 TG1558.and adjusted by the National Geodetic Survey in June 1991..
 TG1558
 TG1558.The geoid height was determined by GEOID03.
 TG1558
 TG1558.The dynamic height is computed by dividing the NAVD 88
 TG1558.geopotential number by the normal gravity value computed on the
 TG1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1558.degrees latitude (g = 980.6199 gals.).
 TG1558
 TG1558.The modeled gravity was interpolated from observed gravity values.
 TG1558
 TG1558;                    North         East    Units  Estimated Accuracy
 TG1558;SPC ND N     -   133,330.      365,870.      MT  (+/- 180 meters Scaled)
 TG1558
 TG1558                          SUPERSEDED SURVEY CONTROL
 TG1558
 TG1558.No superseded survey control is available for this station.
 TG1558
 TG1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP005345(NAD 83)
 TG1558_MARKER: I = METAL ROD
 TG1558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1558_SP_SET: STAINLESS STEEL ROD
 TG1558_STAMPING: M 467 1982
 TG1558_MARK LOGO: NGS   
 TG1558_PROJECTION: FLUSH
 TG1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1558_ROD/PIPE-DEPTH: 6.1  meters
 TG1558
 TG1558  HISTORY     - Date     Condition        Report By
 TG1558  HISTORY     - 1982     MONUMENTED       NGS
 TG1558
 TG1558                          STATION DESCRIPTION
 TG1558
 TG1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1558'6.5 KM (4.05 MI) EAST FROM WILLISTON.
 TG1558'6.5 KM (4.05 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1558'JUNCTION IN WILLISTON, 0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF WEST
 TG1558'11TH STREET, 64.6 METERS (211.9 FT) SOUTH OF MILEPOST 19, 31.0 METERS
 TG1558'(101.7 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 TG1558'HIGHWAY AND 1.1 METERS (3.6 FT) SOUTH OF A WOODEN HIGHWAY RIGHT-OF-WAY
 TG1558'MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1558'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TG1558'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1459 ***********************************************************************
 SN1459  DESIGNATION -  M 468
 SN1459  PID         -  SN1459
 SN1459  STATE/COUNTY-  ND/MCLEAN
 SN1459  USGS QUAD   -  WILTON (1966)
 SN1459
 SN1459                         *CURRENT SURVEY CONTROL
 SN1459  ___________________________________________________________________
 SN1459* NAD 83(1986)-  47 09 27.     (N)    100 46 03.     (W)     SCALED    
 SN1459* NAVD 88     -       658.323  (meters)    2159.85   (feet)  ADJUSTED  
 SN1459  ___________________________________________________________________
 SN1459  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 SN1459  DYNAMIC HT  -         658.339 (meters)    2159.90  (feet)  COMP
 SN1459  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 SN1459
 SN1459  VERT ORDER  -  FIRST     CLASS II
 SN1459
 SN1459.The horizontal coordinates were scaled from a topographic map and have
 SN1459.an estimated accuracy of +/- 6 seconds.
 SN1459
 SN1459.The orthometric height was determined by differential leveling
 SN1459.and adjusted by the National Geodetic Survey in June 1991..
 SN1459
 SN1459.The geoid height was determined by GEOID03.
 SN1459
 SN1459.The dynamic height is computed by dividing the NAVD 88
 SN1459.geopotential number by the normal gravity value computed on the
 SN1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1459.degrees latitude (g = 980.6199 gals.).
 SN1459
 SN1459.The modeled gravity was interpolated from observed gravity values.
 SN1459
 SN1459;                    North         East    Units  Estimated Accuracy
 SN1459;SPC ND N     -    17,550.      579,710.      MT  (+/- 180 meters Scaled)
 SN1459
 SN1459                          SUPERSEDED SURVEY CONTROL
 SN1459
 SN1459.No superseded survey control is available for this station.
 SN1459
 SN1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT660241(NAD 83)
 SN1459_MARKER: I = METAL ROD
 SN1459_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SN1459_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SN1459_STAMPING: M 468 1982
 SN1459_MARK LOGO: NGS   
 SN1459_PROJECTION: FLUSH
 SN1459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SN1459+STABILITY: POSITION/ELEVATION WELL
 SN1459_ROD/PIPE-DEPTH: 13.4 meters
 SN1459_SLEEVE-DEPTH  : 12.2 meters
 SN1459
 SN1459  HISTORY     - Date     Condition        Report By
 SN1459  HISTORY     - 1982     MONUMENTED       NGS
 SN1459
 SN1459                          STATION DESCRIPTION
 SN1459
 SN1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1459'1.8 KM (1.1 MI) EAST FROM WILTON.
 SN1459'1.8 KM (1.1 MI) EASTERLY ALONG COUNTY ROAD 24 (BURLEIGH AVENUE) FROM
 SN1459'ITS JUNCTION WITH U. S. HIGHWAY 83 IN WILTON, 0.2 KM (0.1 MI) EAST OF
 SN1459'A GRAVELED CROSSROAD, 19.1 METERS (62.7 FT) NORTH OF THE CENTER OF THE
 SN1459'ROAD, 7.3 METERS (24.0 FT) WEST OF THE CENTER OF A FIELD ENTRANCE
 SN1459'ROAD, 2.6 METERS (8.5 FT) WEST OF A T-FENCE CORNER AND 1.9 METERS (6.2
 SN1459'FT) NORTHWEST OF UTILITY POLE NUMBER 210.  NOTE=ACCESS TO THE DATUM
 SN1459'POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1459'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST AND FENCE
 SN1459'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0854 ***********************************************************************
 TD0854  DESIGNATION -  M 469
 TD0854  PID         -  TD0854
 TD0854  STATE/COUNTY-  ND/GRAND FORKS
 TD0854  USGS QUAD   -  FORDVILLE SE (1963)
 TD0854
 TD0854                         *CURRENT SURVEY CONTROL
 TD0854  ___________________________________________________________________
 TD0854* NAD 83(1986)-  48 00 19.     (N)    097 50 23.     (W)     SCALED    
 TD0854* NAVD 88     -       425.941  (meters)    1397.44   (feet)  ADJUSTED  
 TD0854  ___________________________________________________________________
 TD0854  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0854  DYNAMIC HT  -         426.011 (meters)    1397.67  (feet)  COMP
 TD0854  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 TD0854
 TD0854  VERT ORDER  -  FIRST     CLASS II
 TD0854
 TD0854.The horizontal coordinates were scaled from a topographic map and have
 TD0854.an estimated accuracy of +/- 6 seconds.
 TD0854
 TD0854.The orthometric height was determined by differential leveling
 TD0854.and adjusted by the National Geodetic Survey in June 1991..
 TD0854
 TD0854.The geoid height was determined by GEOID03.
 TD0854
 TD0854.The dynamic height is computed by dividing the NAVD 88
 TD0854.geopotential number by the normal gravity value computed on the
 TD0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0854.degrees latitude (g = 980.6199 gals.).
 TD0854
 TD0854.The modeled gravity was interpolated from observed gravity values.
 TD0854
 TD0854;                    North         East    Units  Estimated Accuracy
 TD0854;SPC ND N     -   115,200.      798,450.      MT  (+/- 180 meters Scaled)
 TD0854
 TD0854                          SUPERSEDED SURVEY CONTROL
 TD0854
 TD0854.No superseded survey control is available for this station.
 TD0854
 TD0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU865175(NAD 83)
 TD0854_MARKER: I = METAL ROD
 TD0854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TD0854_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TD0854_STAMPING: M 469 1981
 TD0854_MARK LOGO: NGS   
 TD0854_PROJECTION: RECESSED 3 CENTIMETERS
 TD0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TD0854+STABILITY: POSITION/ELEVATION WELL
 TD0854_ROD/PIPE-DEPTH: 10.9 meters
 TD0854_SLEEVE-DEPTH  : 10.0 meters
 TD0854
 TD0854  HISTORY     - Date     Condition        Report By
 TD0854  HISTORY     - 1981     MONUMENTED       NGS
 TD0854
 TD0854                          STATION DESCRIPTION
 TD0854
 TD0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0854'12.5 KM (7.8 MI) SE FROM PETERSBURG.
 TD0854'12.4 KM (7.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TD0854'COUNTY ROAD 5 IN PETERSBURG, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A
 TD0854'GRAVEL ROAD TO THE EAST ENTRANCE AND GATE TO THE NIAGARA CEMETERY,
 TD0854'ALSO 2.4 KM (1.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 TD0854'OF STATE HIGHWAY 32 NORTH, SET IN THE CEMETERY LAWN BY THE SOUTHEAST
 TD0854'STONE POST SUPPORTING A PIPE AND CHAIN FENCE AROUND FOUR TOMBSTONES
 TD0854'PROJECTING ABOUT 2.1 METERS (7.0 FT) ABOVE GROUND AND THE NAME
 TD0854'(GORDON) ON THE BOTTOM WEST FACE OF EACH STONE, 16.1 METERS (53.0 FT)
 TD0854'WEST OF THE CENTER OF THE GRAVEL ROAD, 6.0 METERS (20.0 FT) WEST OF
 TD0854'THE EAST FENCE OF THE CEMETERY, 7.6 METERS (25.0 FT) NORTHWEST OF THE
 TD0854'CENTER OF THE METAL GATE AT THE EAST ENTRANCE, 5.7 METERS (19.0 FT)
 TD0854'EAST SOUTHEAST OF THE MOST SOUTHERLY ONE OF THE FOUR GORDON
 TD0854'TOMBSTONES, AND 1.1 METERS (3.5 FT) SOUTH OF THE SOUTHEAST STONE POSTS
 TD0854'OF THE FENCE AROUND THE GRAVES.
 TD0854'THE MARK IS 0.6 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0223 ***********************************************************************
 SL0223  DESIGNATION -  M 47
 SL0223  PID         -  SL0223
 SL0223  STATE/COUNTY-  ND/CASS
 SL0223  USGS QUAD   -  ARGUSVILLE (1976)
 SL0223
 SL0223                         *CURRENT SURVEY CONTROL
 SL0223  ___________________________________________________________________
 SL0223* NAD 83(1986)-  47 04 08.     (N)    096 56 21.     (W)     SCALED    
 SL0223* NAVD 88     -       270.111  (meters)     886.19   (feet)  ADJUSTED  
 SL0223  ___________________________________________________________________
 SL0223  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL0223  DYNAMIC HT  -         270.149 (meters)     886.31  (feet)  COMP
 SL0223  MODELED GRAV-     980,744.2   (mgal)                       NAVD 88
 SL0223
 SL0223  VERT ORDER  -  SECOND    CLASS 0
 SL0223
 SL0223.The horizontal coordinates were scaled from a topographic map and have
 SL0223.an estimated accuracy of +/- 6 seconds.
 SL0223
 SL0223.The orthometric height was determined by differential leveling
 SL0223.and adjusted by the National Geodetic Survey in June 1991..
 SL0223
 SL0223.The geoid height was determined by GEOID03.
 SL0223
 SL0223.The dynamic height is computed by dividing the NAVD 88
 SL0223.geopotential number by the normal gravity value computed on the
 SL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0223.degrees latitude (g = 980.6199 gals.).
 SL0223
 SL0223.The modeled gravity was interpolated from observed gravity values.
 SL0223
 SL0223;                    North         East    Units  Estimated Accuracy
 SL0223;SPC ND S     -   162,000.      870,370.      MT  (+/- 180 meters Scaled)
 SL0223
 SL0223                          SUPERSEDED SURVEY CONTROL
 SL0223
 SL0223  NGVD 29 (??/??/92)  269.806  (m)          885.19   (f) ADJ UNCH    2 0
 SL0223
 SL0223.Superseded values are not recommended for survey control.
 SL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0223.See file dsdata.txt to determine how the superseded data were derived.
 SL0223
 SL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT564148(NAD 83)
 SL0223_MARKER: DB = BENCH MARK DISK
 SL0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0223_SP_SET: CULVERT
 SL0223_STAMPING: M 47 1934
 SL0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0223
 SL0223  HISTORY     - Date     Condition        Report By
 SL0223  HISTORY     - 1934     MONUMENTED       CGS
 SL0223  HISTORY     - 1954     GOOD             NGS
 SL0223
 SL0223                          STATION DESCRIPTION
 SL0223
 SL0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 SL0223'1.3 MI N FROM ARGUSVILLE.
 SL0223'LOCATED 1.3 MILES NORTH OF ARGUSVILLE IN THE NORTHWEST CORNER OF A
 SL0223'SQUARE CONCRETE CULVERT UNDER THE RAILROAD TRACKS.  THE BENCH MARK WAS
 SL0223'USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION ARGUSVILLE AND IT IS
 SL0223'0.3 MILE NORTH OF THE STATION.  NOTE-- 1.3 MILES NORTH ALONG THE GREAT
 SL0223'NORTHERN RAILWAY FROM THE STATION AT ARGUSVILLE, CASS COUNTY, 17-1/2
 SL0223'POLES SOUTH OF MILEPOST 39, AT 6-FOOT CONCRETE BOX CULVERT 63, IN THE
 SL0223'NORTH END OF THE WEST CONCRETE HEADWALL, 8 FEET WEST OF THE CENTERLINE
 SL0223'OF THE TRACK, AND 2.5 FEET LOWER THAN THE RAIL. A STANDARD DISK,
 SL0223'STAMPED M 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1894 ***********************************************************************
 TF1894  DESIGNATION -  M 472
 TF1894  PID         -  TF1894
 TF1894  STATE/COUNTY-  ND/WARD
 TF1894  USGS QUAD   -  SURREY (1981)
 TF1894
 TF1894                         *CURRENT SURVEY CONTROL
 TF1894  ___________________________________________________________________
 TF1894* NAD 83(1986)-  48 13 47.     (N)    101 13 49.     (W)     SCALED    
 TF1894* NAVD 88     -       484.613  (meters)    1589.93   (feet)  ADJUSTED  
 TF1894  ___________________________________________________________________
 TF1894  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 TF1894  DYNAMIC HT  -         484.694 (meters)    1590.20  (feet)  COMP
 TF1894  MODELED GRAV-     980,763.8   (mgal)                       NAVD 88
 TF1894
 TF1894  VERT ORDER  -  FIRST     CLASS II
 TF1894
 TF1894.The horizontal coordinates were scaled from a topographic map and have
 TF1894.an estimated accuracy of +/- 6 seconds.
 TF1894
 TF1894.The orthometric height was determined by differential leveling
 TF1894.and adjusted by the National Geodetic Survey in June 1991..
 TF1894
 TF1894.The geoid height was determined by GEOID03.
 TF1894
 TF1894.The dynamic height is computed by dividing the NAVD 88
 TF1894.geopotential number by the normal gravity value computed on the
 TF1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1894.degrees latitude (g = 980.6199 gals.).
 TF1894
 TF1894.The modeled gravity was interpolated from observed gravity values.
 TF1894
 TF1894;                    North         East    Units  Estimated Accuracy
 TF1894;SPC ND N     -   136,980.      545,750.      MT  (+/- 180 meters Scaled)
 TF1894
 TF1894                          SUPERSEDED SURVEY CONTROL
 TF1894
 TF1894.No superseded survey control is available for this station.
 TF1894
 TF1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU343442(NAD 83)
 TF1894_MARKER: I = METAL ROD
 TF1894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1894_SP_SET: STAINLESS STEEL ROD
 TF1894_STAMPING: M 472 1982
 TF1894_MARK LOGO: NGS   
 TF1894_PROJECTION: FLUSH
 TF1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1894_ROD/PIPE-DEPTH: 8.5  meters
 TF1894
 TF1894  HISTORY     - Date     Condition        Report By
 TF1894  HISTORY     - 1982     MONUMENTED       NGS
 TF1894
 TF1894                          STATION DESCRIPTION
 TF1894
 TF1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1894'1.05 KM (0.65 MI) WEST FROM MINOT.
 TF1894'1.05 KM (0.65 MI) WEST ALONG U.S. HIGHWAY 2 BUSINESS FROM THE JUNCTION
 TF1894'OF U.S. HIGHWAY 2 IN MINOT, AT THE CRAFT BUILDERS INCORPORATED LOCATED
 TF1894'AT THE JUNCTION OF FORTY-SECOND STREET SOUTHEAST, 53.3 METERS
 TF1894'(175.0 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 2 BUSINESS (BURDICK
 TF1894'EXPRESSWAY), 16.7 METERS (55.0 FT) NORTH OF THE CENTERLINE OF A
 TF1894'SERVICE ROAD, 71.6 METERS (235.0 FT) EAST OF THE CENTERLINE OF
 TF1894'FORTY-SECOND STREET, 1.3 METERS (4.5 FT) SOUTH OF THE SOUTHWEST CORNER
 TF1894'OF THE METAL BUILDING, AND 0.18 METERS (0.6 FT) EAST OF THE SOUTHWEST
 TF1894'CORNER OF A METAL BUILDING OWNED BY GRAFT BUILDERS INC.
 TF1894'THE MARK IS ABOVE LEVEL WITH SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0447 ***********************************************************************
 RQ0447  DESIGNATION -  M 473
 RQ0447  PID         -  RQ0447
 RQ0447  STATE/COUNTY-  ND/STUTSMAN
 RQ0447  USGS QUAD   -  ELDRIDGE NW (1990)
 RQ0447
 RQ0447                         *CURRENT SURVEY CONTROL
 RQ0447  ___________________________________________________________________
 RQ0447* NAD 83(1986)-  46 53 29.     (N)    098 58 00.     (W)     SCALED    
 RQ0447* NAVD 88     -       513.406  (meters)    1684.40   (feet)  ADJUSTED  
 RQ0447  ___________________________________________________________________
 RQ0447  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 RQ0447  DYNAMIC HT  -         513.423 (meters)    1684.46  (feet)  COMP
 RQ0447  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 RQ0447
 RQ0447  VERT ORDER  -  FIRST     CLASS II
 RQ0447
 RQ0447.The horizontal coordinates were scaled from a topographic map and have
 RQ0447.an estimated accuracy of +/- 6 seconds.
 RQ0447
 RQ0447.The orthometric height was determined by differential leveling
 RQ0447.and adjusted by the National Geodetic Survey in June 1991..
 RQ0447
 RQ0447.The geoid height was determined by GEOID03.
 RQ0447
 RQ0447.The dynamic height is computed by dividing the NAVD 88
 RQ0447.geopotential number by the normal gravity value computed on the
 RQ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0447.degrees latitude (g = 980.6199 gals.).
 RQ0447
 RQ0447.The modeled gravity was interpolated from observed gravity values.
 RQ0447
 RQ0447;                    North         East    Units  Estimated Accuracy
 RQ0447;SPC ND S     -   137,280.      716,840.      MT  (+/- 180 meters Scaled)
 RQ0447
 RQ0447                          SUPERSEDED SURVEY CONTROL
 RQ0447
 RQ0447.No superseded survey control is available for this station.
 RQ0447
 RQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS025930(NAD 83)
 RQ0447_MARKER: I = METAL ROD
 RQ0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0447_SP_SET: STAINLESS STEEL ROD
 RQ0447_STAMPING: M 473 1982
 RQ0447_MARK LOGO: NGS   
 RQ0447_PROJECTION: FLUSH
 RQ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0447_ROD/PIPE-DEPTH: 7.3  meters
 RQ0447
 RQ0447  HISTORY     - Date     Condition        Report By
 RQ0447  HISTORY     - 1982     MONUMENTED       NGS
 RQ0447
 RQ0447                          STATION DESCRIPTION
 RQ0447
 RQ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0447'11.4 KM (7.1 MI) EAST FROM CLEVELAND.
 RQ0447'11.4 KM (7.1 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0447'A ROAD LEADING NORTH TO CLEVELAND, AT A BRACED RIGHT OF WAY FENCE POST
 RQ0447'AND SECTION LINE, 0.4 METER (1.5 FT) SOUTH OF THE FENCE, 0.4 METER
 RQ0447'(1.5 FT) SOUTHWEST OF THE WESTERNMOST BRACED FENCE POST, 5.7 METERS
 RQ0447'(19.0 FT) WEST OF THE CENTER OF A WIRE GATE, 16.8 METERS (55.5 FT)
 RQ0447'EAST-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, AND 26.2 METERS
 RQ0447'(86.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RQ0447'INTERSTATE.
 RQ0447'THE MARK IS 1.6 METERS  E FROM A WITNESS POST.
 RQ0447'THE MARK IS ABOVE LEVEL WITH INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1849 ***********************************************************************
 TF1849  DESIGNATION -  M 474
 TF1849  PID         -  TF1849
 TF1849  STATE/COUNTY-  ND/PIERCE
 TF1849  USGS QUAD   -  LEVERICH (1954)
 TF1849
 TF1849                         *CURRENT SURVEY CONTROL
 TF1849  ___________________________________________________________________
 TF1849* NAD 83(1986)-  48 26 37.     (N)    100 02 15.     (W)     SCALED    
 TF1849* NAVD 88     -       477.583  (meters)    1566.87   (feet)  ADJUSTED  
 TF1849  ___________________________________________________________________
 TF1849  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 TF1849  DYNAMIC HT  -         477.684 (meters)    1567.20  (feet)  COMP
 TF1849  MODELED GRAV-     980,808.6   (mgal)                       NAVD 88
 TF1849
 TF1849  VERT ORDER  -  FIRST     CLASS II
 TF1849
 TF1849.The horizontal coordinates were scaled from a topographic map and have
 TF1849.an estimated accuracy of +/- 6 seconds.
 TF1849
 TF1849.The orthometric height was determined by differential leveling
 TF1849.and adjusted by the National Geodetic Survey in June 1991..
 TF1849
 TF1849.The geoid height was determined by GEOID03.
 TF1849
 TF1849.The dynamic height is computed by dividing the NAVD 88
 TF1849.geopotential number by the normal gravity value computed on the
 TF1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1849.degrees latitude (g = 980.6199 gals.).
 TF1849
 TF1849.The modeled gravity was interpolated from observed gravity values.
 TF1849
 TF1849;                    North         East    Units  Estimated Accuracy
 TF1849;SPC ND N     -   160,610.      634,220.      MT  (+/- 180 meters Scaled)
 TF1849
 TF1849                          SUPERSEDED SURVEY CONTROL
 TF1849
 TF1849.No superseded survey control is available for this station.
 TF1849
 TF1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU232661(NAD 83)
 TF1849_MARKER: I = METAL ROD
 TF1849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1849_SP_SET: STAINLESS STEEL ROD
 TF1849_STAMPING: M 474 1982
 TF1849_MARK LOGO: NGS   
 TF1849_PROJECTION: FLUSH
 TF1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1849_ROD/PIPE-DEPTH: 9.7  meters
 TF1849
 TF1849  HISTORY     - Date     Condition        Report By
 TF1849  HISTORY     - 1982     MONUMENTED       NGS
 TF1849
 TF1849                          STATION DESCRIPTION
 TF1849
 TF1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1849'11.2 KM (6.95 MI) NORTH FROM RUGBY.
 TF1849'11.2 KM (6.95 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1849'U.S. HIGHWAY 2 IN RUGBY, AT A FIELD ROAD LEADING WEST, 28.3 METERS
 TF1849'(93.0 FT) NORTH OF A POWER POLE WITH FOUR GUY WIRES, 22.7 METERS
 TF1849'(74.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.9 METERS (55.5 FT)
 TF1849'NORTH OF TELEPHONE JUNCTION BOX NUMBER 113, 7.3 METERS (24.0 FT) SOUTH
 TF1849'OF THE CENTER OF A FIELD ROAD, 1.1 METERS (3.5 FT) SOUTH-SOUTHEAST OF
 TF1849'A WOODEN CORNER FENCE POST, AND 0.5 METER (1.5 FT) EAST OF A FENCE
 TF1849'LINE.
 TF1849'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1849'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1876 ***********************************************************************
 TF1876  DESIGNATION -  M 475
 TF1876  PID         -  TF1876
 TF1876  STATE/COUNTY-  ND/ROLETTE
 TF1876  USGS QUAD   -  DUNSEITH (1955)
 TF1876
 TF1876                         *CURRENT SURVEY CONTROL
 TF1876  ___________________________________________________________________
 TF1876* NAD 83(1996)-  48 49 35.23543(N)    100 03 34.40448(W)     ADJUSTED  
 TF1876* NAVD 88     -       537.283  (meters)    1762.74   (feet)  ADJUSTED  
 TF1876  ___________________________________________________________________
 TF1876  X           -    -734,900.156 (meters)                     COMP
 TF1876  Y           -  -4,142,640.769 (meters)                     COMP
 TF1876  Z           -   4,778,263.373 (meters)                     COMP
 TF1876  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 TF1876  ELLIP HEIGHT-         515.99  (meters)          (01/23/98) GPS OBS
 TF1876  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF1876  DYNAMIC HT  -         537.415 (meters)    1763.17  (feet)  COMP
 TF1876  MODELED GRAV-     980,838.7   (mgal)                       NAVD 88
 TF1876
 TF1876  HORZ ORDER  -  FIRST
 TF1876  VERT ORDER  -  FIRST     CLASS II
 TF1876  ELLP ORDER  -  FOURTH    CLASS I
 TF1876
 TF1876.The horizontal coordinates were established by GPS observations
 TF1876.and adjusted by the National Geodetic Survey in January 1998..
 TF1876
 TF1876.The orthometric height was determined by differential leveling
 TF1876.and adjusted by the National Geodetic Survey in June 1991..
 TF1876
 TF1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF1876
 TF1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1876
 TF1876.The ellipsoidal height was determined by GPS observations
 TF1876.and is referenced to NAD 83.
 TF1876
 TF1876.The geoid height was determined by GEOID03.
 TF1876
 TF1876.The dynamic height is computed by dividing the NAVD 88
 TF1876.geopotential number by the normal gravity value computed on the
 TF1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1876.degrees latitude (g = 980.6199 gals.).
 TF1876
 TF1876.The modeled gravity was interpolated from observed gravity values.
 TF1876
 TF1876;                    North         East     Units Scale Factor Converg.
 TF1876;SPC ND N     -   203,169.861   632,340.304   MT  1.00001980   +0 19 39.9
 TF1876;SPC ND N     -   666,567.79  2,074,607.30   iFT  1.00001980   +0 19 39.9
 TF1876;UTM  14      - 5,408,705.101   422,233.029   MT  0.99967430   -0 47 51.3
 TF1876
 TF1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1876!SPC ND N     -   0.99991914  x   1.00001980  =   0.99993894
 TF1876!UTM  14      -   0.99991914  x   0.99967430  =   0.99959347
 TF1876
 TF1876                          SUPERSEDED SURVEY CONTROL
 TF1876
 TF1876  NAD 83(1986)-  48 49 35.23013(N)    100 03 34.38721(W) AD(       ) 1
 TF1876  NGVD 29 (08/25/89)  536.90   (m)         1761.5    (f) LEVELING    3  
 TF1876
 TF1876.Superseded values are not recommended for survey control.
 TF1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1876.See file dsdata.txt to determine how the superseded data were derived.
 TF1876
 TF1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2223308705(NAD 83)
 TF1876_MARKER: I = METAL ROD
 TF1876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1876_SP_SET: STAINLESS STEEL ROD
 TF1876_STAMPING: M 475 1982
 TF1876_MARK LOGO: NGS   
 TF1876_PROJECTION: FLUSH
 TF1876_MAGNETIC: I = MARKER IS A STEEL ROD
 TF1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF1876+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1988
 TF1876_ROD/PIPE-DEPTH: 4.7  meters
 TF1876
 TF1876  HISTORY     - Date     Condition        Report By
 TF1876  HISTORY     - 1982     MONUMENTED       NGS
 TF1876  HISTORY     - 19880915 GOOD             NGS
 TF1876
 TF1876                          STATION DESCRIPTION
 TF1876
 TF1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1876'2.3 KM (1.45 MI) NORTH FROM DUNSEITH.
 TF1876'2.2 KM (1.45 MI) NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TF1876'STATE HIGHWAY 5 WHICH IS SOUTH OF DUNSEITH, AT A FENCE CORNER
 TF1876'JUNCTION, 30.2 METERS (99.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 TF1876'19.3 METERS (63.5 FT) NORTH OF A RIGHT-OF-WAY MARKER, 17.5 METERS
 TF1876'(57.5 FT) SOUTH OF THE CENTER OF A PRIVATE DRIVE, 13.4 METERS
 TF1876'(44.0 FT) WEST-SOUTHWEST OF THE SOUTH END OF A GALVANIZED PIPE
 TF1876'CULVERT, 10.4 METERS (34.0 FT) EAST-NORTHEAST OF A POWER POLE WITH TWO
 TF1876'GUY WIRES ATTACHED, 0.9 METER (3.0 FT) NORTH-NORTHEAST OF A CORNER
 TF1876'FENCE POST, AND 0.3 METER (1.0 FT) EAST OF A FENCE LINE.
 TF1876'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1876'THE MARK IS 1.8 M BELOW HIGHWAY.
 TF1876
 TF1876                          STATION RECOVERY (1988)
 TF1876
 TF1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TF1876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND STATE
 TF1876'HIGHWAYS 3 AND 5 AT THE SOUTH EDGE OF DUNSEITH, GO NORTH ON U.S.
 TF1876'HIGHWAY 281 AND STATE HIGHWAY 3, PASSING THROUGH TOWN, FOR 2.33 KM
 TF1876'(1.45 MI) TO THE STATION MARK ON THE LEFT.
 TF1876'THE STATION MARK IS SET 30.17 M (99.0 FT) WEST OF THE CENTER OF THE
 TF1876'HIGHWAY, 19.35 M (63.5 FT) NORTH OF A RIGHT-OF-WAY MARKER, 17.53 M
 TF1876'(57.5 FT) SOUTH OF THE CENTER OF A GRAVEL FIELD ROAD ENTRANCE, AND
 TF1876'0.30 M (1.0 FT)  EAST OF A FENCE.
 TF1876'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1942 ***********************************************************************
 TF1942  DESIGNATION -  M 476
 TF1942  PID         -  TF1942
 TF1942  STATE/COUNTY-  ND/MCHENRY
 TF1942  USGS QUAD   -  TOWNER SE (1954)
 TF1942
 TF1942                         *CURRENT SURVEY CONTROL
 TF1942  ___________________________________________________________________
 TF1942* NAD 83(1986)-  48 21 20.     (N)    100 19 28.     (W)     SCALED    
 TF1942* NAVD 88     -       459.612  (meters)    1507.91   (feet)  ADJUSTED  
 TF1942  ___________________________________________________________________
 TF1942  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 TF1942  DYNAMIC HT  -         459.706 (meters)    1508.22  (feet)  COMP
 TF1942  MODELED GRAV-     980,801.1   (mgal)                       NAVD 88
 TF1942
 TF1942  VERT ORDER  -  FIRST     CLASS II
 TF1942
 TF1942.The horizontal coordinates were scaled from a topographic map and have
 TF1942.an estimated accuracy of +/- 6 seconds.
 TF1942
 TF1942.The orthometric height was determined by differential leveling
 TF1942.and adjusted by the National Geodetic Survey in June 1991..
 TF1942
 TF1942.The geoid height was determined by GEOID03.
 TF1942
 TF1942.The dynamic height is computed by dividing the NAVD 88
 TF1942.geopotential number by the normal gravity value computed on the
 TF1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1942.degrees latitude (g = 980.6199 gals.).
 TF1942
 TF1942.The modeled gravity was interpolated from observed gravity values.
 TF1942
 TF1942;                    North         East    Units  Estimated Accuracy
 TF1942;SPC ND N     -   150,730.      613,010.      MT  (+/- 180 meters Scaled)
 TF1942
 TF1942                          SUPERSEDED SURVEY CONTROL
 TF1942
 TF1942.No superseded survey control is available for this station.
 TF1942
 TF1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU018566(NAD 83)
 TF1942_MARKER: I = METAL ROD
 TF1942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1942_SP_SET: STAINLESS STEEL ROD
 TF1942_STAMPING: M 476 1982
 TF1942_MARK LOGO: NGS   
 TF1942_PROJECTION: FLUSH
 TF1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1942_ROD/PIPE-DEPTH: 9.7  meters
 TF1942
 TF1942  HISTORY     - Date     Condition        Report By
 TF1942  HISTORY     - 1982     MONUMENTED       NGS
 TF1942
 TF1942                          STATION DESCRIPTION
 TF1942
 TF1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1942'6.6 KM (4.1 MI) EAST FROM TOWNER.
 TF1942'6.6 KM (4.1 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1942'ROUTE 14 NORTH IN TOWNER, 0.7 METER (2.3 FT) WEST OF AN UNDERGROUND
 TF1942'TELEPHONE JUNCTION BOX NUMBER 13 D, 0.9 METER (3.0 FT) NORTH OF A
 TF1942'RIGHT OF WAY MARKER, 18.2 METERS (60.0 FT) WEST OF THE CENTER OF A
 TF1942'DRIVEWAY TO A HOUSE, 18.2 METERS (60.0 FT) EAST OF A POWER POLE, AND
 TF1942'31.3 METERS (103.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TF1942'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1942'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0863 ***********************************************************************
 TD0863  DESIGNATION -  M 477
 TD0863  PID         -  TD0863
 TD0863  STATE/COUNTY-  ND/NELSON
 TD0863  USGS QUAD   -  FORDVILLE SW (1971)
 TD0863
 TD0863                         *CURRENT SURVEY CONTROL
 TD0863  ___________________________________________________________________
 TD0863* NAD 83(1986)-  48 00 21.     (N)    097 56 10.     (W)     SCALED    
 TD0863* NAVD 88     -       476.612  (meters)    1563.68   (feet)  ADJUSTED  
 TD0863  ___________________________________________________________________
 TD0863  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 TD0863  DYNAMIC HT  -         476.695 (meters)    1563.96  (feet)  COMP
 TD0863  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 TD0863
 TD0863  VERT ORDER  -  FIRST     CLASS II
 TD0863
 TD0863.The horizontal coordinates were scaled from a topographic map and have
 TD0863.an estimated accuracy of +/- 6 seconds.
 TD0863
 TD0863.The orthometric height was determined by differential leveling
 TD0863.and adjusted by the National Geodetic Survey in June 1991..
 TD0863
 TD0863.The geoid height was determined by GEOID03.
 TD0863
 TD0863.The dynamic height is computed by dividing the NAVD 88
 TD0863.geopotential number by the normal gravity value computed on the
 TD0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0863.degrees latitude (g = 980.6199 gals.).
 TD0863
 TD0863.The modeled gravity was interpolated from observed gravity values.
 TD0863
 TD0863;                    North         East    Units  Estimated Accuracy
 TD0863;SPC ND N     -   115,010.      791,260.      MT  (+/- 180 meters Scaled)
 TD0863
 TD0863                          SUPERSEDED SURVEY CONTROL
 TD0863
 TD0863.No superseded survey control is available for this station.
 TD0863
 TD0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU793174(NAD 83)
 TD0863_MARKER: I = METAL ROD
 TD0863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TD0863_SP_SET: STAINLESS STEEL ROD
 TD0863_STAMPING: M 477 1982
 TD0863_MARK LOGO: NGS   
 TD0863_PROJECTION: FLUSH
 TD0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0863_ROD/PIPE-DEPTH: 3.6  meters
 TD0863
 TD0863  HISTORY     - Date     Condition        Report By
 TD0863  HISTORY     - 1982     MONUMENTED       NGS
 TD0863
 TD0863                          STATION DESCRIPTION
 TD0863
 TD0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0863'5.0 KM (3.15 MI) EAST FROM PETERSBURG.
 TD0863'5.0 KM (3.15 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TD0863'ROAD 5 IN PETERSBURG, NEXT TO A FARM ACCESS ROAD, ACROSS THE HIGHWAY
 TD0863'FROM A MICROWAVE TOWER, 31.2 METERS (103.2 FT) NORTH OF THE CENTERLINE
 TD0863'OF THE WESTBOUND LANE OF THE HIGHWAY, 23.5 METERS (77.1 FT) WEST OF
 TD0863'PROPERTY LINE, 22.0 METERS (72.2 FT) WEST OF THE CENTER OF THE FARM
 TD0863'ACCESS ROAD, 21.9 METERS (71.85 FT) NORTHWEST OF A 12 INCH CONCRETE
 TD0863'CULVERT UNDER THE ACCESS ROAD, 1.1 METERS (3.6 FT) WEST OF A POWERLINE
 TD0863'POLE, 0.3 METER (1.0 FT) SOUTH OF A FENCE LINE, AND 0.15 METERS
 TD0863'(0.5 FT) SOUTH OF A WITNESS POST IN THE FENCE LINE.
 TD0863'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 TD0863'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1576 ***********************************************************************
 TE1576  DESIGNATION -  M 478
 TE1576  PID         -  TE1576
 TE1576  STATE/COUNTY-  ND/RAMSEY
 TE1576  USGS QUAD   -  DEVILS LAKE (1994)
 TE1576
 TE1576                         *CURRENT SURVEY CONTROL
 TE1576  ___________________________________________________________________
 TE1576* NAD 83(1986)-  48 05 11.     (N)    098 49 17.     (W)     SCALED    
 TE1576* NAVD 88     -       441.325  (meters)    1447.91   (feet)  ADJUSTED  
 TE1576  ___________________________________________________________________
 TE1576  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 TE1576  DYNAMIC HT  -         441.402 (meters)    1448.17  (feet)  COMP
 TE1576  MODELED GRAV-     980,772.2   (mgal)                       NAVD 88
 TE1576
 TE1576  VERT ORDER  -  FIRST     CLASS II
 TE1576
 TE1576.The horizontal coordinates were scaled from a topographic map and have
 TE1576.an estimated accuracy of +/- 6 seconds.
 TE1576
 TE1576.The orthometric height was determined by differential leveling
 TE1576.and adjusted by the National Geodetic Survey in June 1991..
 TE1576
 TE1576.The geoid height was determined by GEOID03.
 TE1576
 TE1576.The dynamic height is computed by dividing the NAVD 88
 TE1576.geopotential number by the normal gravity value computed on the
 TE1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1576.degrees latitude (g = 980.6199 gals.).
 TE1576
 TE1576.The modeled gravity was interpolated from observed gravity values.
 TE1576
 TE1576;                    North         East    Units  Estimated Accuracy
 TE1576;SPC ND N     -   122,150.      725,040.      MT  (+/- 180 meters Scaled)
 TE1576
 TE1576                          SUPERSEDED SURVEY CONTROL
 TE1576
 TE1576.No superseded survey control is available for this station.
 TE1576
 TE1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU133259(NAD 83)
 TE1576_MARKER: I = METAL ROD
 TE1576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1576_SP_SET: STAINLESS STEEL ROD
 TE1576_STAMPING: M 478 1982
 TE1576_MARK LOGO: NGS   
 TE1576_PROJECTION: FLUSH
 TE1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1576_ROD/PIPE-DEPTH: 6.0  meters
 TE1576
 TE1576  HISTORY     - Date     Condition        Report By
 TE1576  HISTORY     - 1982     MONUMENTED       NGS
 TE1576
 TE1576                          STATION DESCRIPTION
 TE1576
 TE1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1576'4.1 KM (2.55 MI) SE FROM DEVILS LAKE.
 TE1576'4.1 KM (2.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1576'STATE HIGHWAY 20 IN DEVILS LAKE, TO THE UNITED POWER ASSOCIATION
 TE1576'STORAGE AREA AND UNDER THE POWERLINE, 34.7 METERS (114.0 FT) SOUTHWEST
 TE1576'OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY, 26.4 METERS
 TE1576'(87.0 FT) EAST OF THE CENTER OF THE DRIVE TO THE POWER COMPANY,
 TE1576'11.5 METERS (38.0 FT) NORTHEAST OF THE NORTH POWERLINE POLE, AND
 TE1576'1.5 METERS (5.0 FT) NORTH OF A TREE LINE.
 TE1576'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 TE1576'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1630 ***********************************************************************
 TE1630  DESIGNATION -  M 479
 TE1630  PID         -  TE1630
 TE1630  STATE/COUNTY-  ND/BENSON
 TE1630  USGS QUAD   -  TILDEN (1994)
 TE1630
 TE1630                         *CURRENT SURVEY CONTROL
 TE1630  ___________________________________________________________________
 TE1630* NAD 83(1986)-  48 14 20.     (N)    099 13 15.     (W)     SCALED    
 TE1630* NAVD 88     -       443.116  (meters)    1453.79   (feet)  ADJUSTED  
 TE1630  ___________________________________________________________________
 TE1630  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 TE1630  DYNAMIC HT  -         443.194 (meters)    1454.05  (feet)  COMP
 TE1630  MODELED GRAV-     980,774.7   (mgal)                       NAVD 88
 TE1630
 TE1630  VERT ORDER  -  FIRST     CLASS II
 TE1630
 TE1630.The horizontal coordinates were scaled from a topographic map and have
 TE1630.an estimated accuracy of +/- 6 seconds.
 TE1630
 TE1630.The orthometric height was determined by differential leveling
 TE1630.and adjusted by the National Geodetic Survey in June 1991..
 TE1630
 TE1630.The geoid height was determined by GEOID03.
 TE1630
 TE1630.The dynamic height is computed by dividing the NAVD 88
 TE1630.geopotential number by the normal gravity value computed on the
 TE1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1630.degrees latitude (g = 980.6199 gals.).
 TE1630
 TE1630.The modeled gravity was interpolated from observed gravity values.
 TE1630
 TE1630;                    North         East    Units  Estimated Accuracy
 TE1630;SPC ND N     -   138,530.      695,010.      MT  (+/- 180 meters Scaled)
 TE1630
 TE1630                          SUPERSEDED SURVEY CONTROL
 TE1630
 TE1630  NGVD 29 (04/23/90)  442.747  (m)         1452.58   (f) ADJUSTED    1 2
 TE1630
 TE1630.Superseded values are not recommended for survey control.
 TE1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1630.See file dsdata.txt to determine how the superseded data were derived.
 TE1630
 TE1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU836428(NAD 83)
 TE1630_MARKER: I = METAL ROD
 TE1630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1630_SP_SET: STAINLESS STEEL ROD
 TE1630_STAMPING: M 479 1982
 TE1630_MARK LOGO: NGS   
 TE1630_PROJECTION: FLUSH
 TE1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1630_ROD/PIPE-DEPTH: 9.75 meters
 TE1630
 TE1630  HISTORY     - Date     Condition        Report By
 TE1630  HISTORY     - 1982     MONUMENTED       NGS
 TE1630
 TE1630                          STATION DESCRIPTION
 TE1630
 TE1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1630'5.6 KM (3.5 MI) SE FROM CHURCHS FERRY.
 TE1630'3.7 KM (2.3 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION OF
 TE1630'U.S. HIGHWAY 2 (WEST OF CHURCHS FERRY), AT A POWERLINE CROSSING,
 TE1630'57.9 METERS (190.0 FT) NORTH OF AN ACCESS ROAD, 25.4 METERS (83.3 FT)
 TE1630'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 METERS (9.0 FT) NORTH OF
 TE1630'THE SOUTHERNMOST POWERLINE POLE, AND 0.9 METER (3.0 FT) SOUTH OF THE
 TE1630'NORTHERNMOST POWERLINE POLE.
 TE1630'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TE1630'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0994 ***********************************************************************
 SM0994  DESIGNATION -  M 480
 SM0994  PID         -  SM0994
 SM0994  STATE/COUNTY-  ND/BENSON
 SM0994  USGS QUAD   -  OBERON (1986)
 SM0994
 SM0994                         *CURRENT SURVEY CONTROL
 SM0994  ___________________________________________________________________
 SM0994* NAD 83(1986)-  47 54 12.     (N)    099 07 32.     (W)     SCALED    
 SM0994* NAVD 88     -       481.689  (meters)    1580.34   (feet)  ADJUSTED  
 SM0994  ___________________________________________________________________
 SM0994  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 SM0994  DYNAMIC HT  -         481.757 (meters)    1580.56  (feet)  COMP
 SM0994  MODELED GRAV-     980,738.1   (mgal)                       NAVD 88
 SM0994
 SM0994  VERT ORDER  -  FIRST     CLASS II
 SM0994
 SM0994.The horizontal coordinates were scaled from a topographic map and have
 SM0994.an estimated accuracy of +/- 6 seconds.
 SM0994
 SM0994.The orthometric height was determined by differential leveling
 SM0994.and adjusted by the National Geodetic Survey in June 1991..
 SM0994
 SM0994.The geoid height was determined by GEOID03.
 SM0994
 SM0994.The dynamic height is computed by dividing the NAVD 88
 SM0994.geopotential number by the normal gravity value computed on the
 SM0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0994.degrees latitude (g = 980.6199 gals.).
 SM0994
 SM0994.The modeled gravity was interpolated from observed gravity values.
 SM0994
 SM0994;                    North         East    Units  Estimated Accuracy
 SM0994;SPC ND N     -   101,350.      702,750.      MT  (+/- 180 meters Scaled)
 SM0994
 SM0994                          SUPERSEDED SURVEY CONTROL
 SM0994
 SM0994  NGVD 29 (04/23/90)  481.305  (m)         1579.08   (f) ADJUSTED    1 2
 SM0994
 SM0994.Superseded values are not recommended for survey control.
 SM0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0994.See file dsdata.txt to determine how the superseded data were derived.
 SM0994
 SM0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU906055(NAD 83)
 SM0994_MARKER: I = METAL ROD
 SM0994_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0994_SP_SET: STAINLESS STEEL ROD
 SM0994_STAMPING: M 480 1982
 SM0994_MARK LOGO: NGS   
 SM0994_PROJECTION: FLUSH
 SM0994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0994_ROD/PIPE-DEPTH: 3.6  meters
 SM0994
 SM0994  HISTORY     - Date     Condition        Report By
 SM0994  HISTORY     - 1982     MONUMENTED       NGS
 SM0994
 SM0994                          STATION DESCRIPTION
 SM0994
 SM0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0994'8.8 KM (5.45 MI) NORTH FROM SHEYENNE.
 SM0994'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0994'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 8.7 KM (5.4 MI)
 SM0994'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT A FENCE LINE CORNER AND A
 SM0994'DRIVEWAY, 29.0 METERS (95.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SM0994'11.0 METERS (36.0 FT) SOUTH OF THE CENTER OF THE DRIVEWAY, 7.9 METERS
 SM0994'(25.8 FT) NORTH-NORTHEAST OF A POWERLINE POLE, 7.0 METERS (23.0 FT)
 SM0994'NORTH-NORTHEAST OF A TELEPHONE JUNCTION BOX, AND 0.9 METER (3.0 FT)
 SM0994'WEST OF A CORNER FENCE POST.
 SM0994'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SM0994'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1016 ***********************************************************************
 SM1016  DESIGNATION -  M 481
 SM1016  PID         -  SM1016
 SM1016  STATE/COUNTY-  ND/EDDY
 SM1016  USGS QUAD   -  NEW ROCKFORD SE (1950)
 SM1016
 SM1016                         *CURRENT SURVEY CONTROL
 SM1016  ___________________________________________________________________
 SM1016* NAD 83(1986)-  47 36 09.     (N)    099 07 01.     (W)     SCALED    
 SM1016* NAVD 88     -       467.641  (meters)    1534.25   (feet)  ADJUSTED  
 SM1016  ___________________________________________________________________
 SM1016  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 SM1016  DYNAMIC HT  -         467.688 (meters)    1534.41  (feet)  COMP
 SM1016  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SM1016
 SM1016  VERT ORDER  -  FIRST     CLASS II
 SM1016
 SM1016.The horizontal coordinates were scaled from a topographic map and have
 SM1016.an estimated accuracy of +/- 6 seconds.
 SM1016
 SM1016.The orthometric height was determined by differential leveling
 SM1016.and adjusted by the National Geodetic Survey in June 1991..
 SM1016
 SM1016.The geoid height was determined by GEOID03.
 SM1016
 SM1016.The dynamic height is computed by dividing the NAVD 88
 SM1016.geopotential number by the normal gravity value computed on the
 SM1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1016.degrees latitude (g = 980.6199 gals.).
 SM1016
 SM1016.The modeled gravity was interpolated from observed gravity values.
 SM1016
 SM1016;                    North         East    Units  Estimated Accuracy
 SM1016;SPC ND N     -    67,920.      703,990.      MT  (+/- 180 meters Scaled)
 SM1016
 SM1016                          SUPERSEDED SURVEY CONTROL
 SM1016
 SM1016  NGVD 29 (04/23/90)  467.260  (m)         1533.00   (f) ADJUSTED    1 2
 SM1016
 SM1016.Superseded values are not recommended for survey control.
 SM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1016.See file dsdata.txt to determine how the superseded data were derived.
 SM1016
 SM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT912721(NAD 83)
 SM1016_MARKER: I = METAL ROD
 SM1016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1016_SP_SET: STAINLESS STEEL ROD
 SM1016_STAMPING: M 481 1982
 SM1016_MARK LOGO: NGS   
 SM1016_PROJECTION: RECESSED 4 CENTIMETERS
 SM1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1016_ROD/PIPE-DEPTH: 5.1  meters
 SM1016
 SM1016  HISTORY     - Date     Condition        Report By
 SM1016  HISTORY     - 1982     MONUMENTED       NGS
 SM1016
 SM1016                          STATION DESCRIPTION
 SM1016
 SM1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1016'10.1 KM (6.3 MI) SOUTH FROM NEW ROCKFORD.
 SM1016'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1016'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 9.2 KM (5.75 MI)
 SM1016'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT THE JUNCTION OF FARM ROAD
 SM1016'236, AT A FENCE CORNER, 22.56 METERS (74.0 FT) WEST OF THE CENTERLINE
 SM1016'OF THE HIGHWAY, 16.46 METERS (54.0 FT) NORTH OF THE CENTER OF THE FARM
 SM1016'ROAD, 7.47 METERS (24.5 FT) SOUTH OF A RIGHT-OF-WAY MARKER,
 SM1016'3.05 METERS (10.0 FT) NORTH OF A CORNER FENCE POST, 1.22 METERS
 SM1016'(4.0 FT) NORTHEAST OF POWERLINE POLE NUMBER 175 WITH TWO ANCHOR CABLES
 SM1016'ATTACHED, AND 0.30 METERS (1.0 FT) EAST OF A FENCE LINE.  NOTE, ROD
 SM1016'WAS DRIVEN TO REFUSAL.
 SM1016'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SM1016'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1045 ***********************************************************************
 SM1045  DESIGNATION -  M 482
 SM1045  PID         -  SM1045
 SM1045  STATE/COUNTY-  ND/STUTSMAN
 SM1045  USGS QUAD   -  PINGREE (1991)
 SM1045
 SM1045                         *CURRENT SURVEY CONTROL
 SM1045  ___________________________________________________________________
 SM1045* NAD 83(1986)-  47 11 50.     (N)    098 55 49.     (W)     SCALED    
 SM1045* NAVD 88     -       478.555  (meters)    1570.06   (feet)  ADJUSTED  
 SM1045  ___________________________________________________________________
 SM1045  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 SM1045  DYNAMIC HT  -         478.586 (meters)    1570.16  (feet)  COMP
 SM1045  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 SM1045
 SM1045  VERT ORDER  -  FIRST     CLASS II
 SM1045
 SM1045.The horizontal coordinates were scaled from a topographic map and have
 SM1045.an estimated accuracy of +/- 6 seconds.
 SM1045
 SM1045.The orthometric height was determined by differential leveling
 SM1045.and adjusted by the National Geodetic Survey in June 1991..
 SM1045
 SM1045.The geoid height was determined by GEOID03.
 SM1045
 SM1045.The dynamic height is computed by dividing the NAVD 88
 SM1045.geopotential number by the normal gravity value computed on the
 SM1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1045.degrees latitude (g = 980.6199 gals.).
 SM1045
 SM1045.The modeled gravity was interpolated from observed gravity values.
 SM1045
 SM1045;                    North         East    Units  Estimated Accuracy
 SM1045;SPC ND S     -   171,320.      718,930.      MT  (+/- 180 meters Scaled)
 SM1045
 SM1045                          SUPERSEDED SURVEY CONTROL
 SM1045
 SM1045  NGVD 29 (04/23/90)  478.162  (m)         1568.77   (f) ADJUSTED    1 2
 SM1045
 SM1045.Superseded values are not recommended for survey control.
 SM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1045.See file dsdata.txt to determine how the superseded data were derived.
 SM1045
 SM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT052270(NAD 83)
 SM1045_MARKER: I = METAL ROD
 SM1045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1045_SP_SET: STAINLESS STEEL ROD
 SM1045_STAMPING: M 482 1982
 SM1045_MARK LOGO: NGS   
 SM1045_PROJECTION: FLUSH
 SM1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1045_ROD/PIPE-DEPTH: 10.9 meters
 SM1045
 SM1045  HISTORY     - Date     Condition        Report By
 SM1045  HISTORY     - 1982     MONUMENTED       NGS
 SM1045
 SM1045                          STATION DESCRIPTION
 SM1045
 SM1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1045'5.4 KM (3.35 MI) NW FROM PINGREE.
 SM1045'5.4 KM (3.35 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1045'STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, AT A SECTION LINE ROAD,
 SM1045'18.29 METERS (60.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1045'17.37 METERS (57.0 FT) NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 SM1045'14.48 METERS (47.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD
 SM1045'TRACKS, 13.41 METERS (44.0 FT) NORTH OF A RAILROAD WARNING SIGN, AND
 SM1045'0.46 METERS (1.5 FT) NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.
 SM1045'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SM1045'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0453 ***********************************************************************
 RQ0453  DESIGNATION -  M 483
 RQ0453  PID         -  RQ0453
 RQ0453  STATE/COUNTY-  ND/STUTSMAN
 RQ0453  USGS QUAD   -  CLEVELAND (1975)
 RQ0453
 RQ0453                         *CURRENT SURVEY CONTROL
 RQ0453  ___________________________________________________________________
 RQ0453* NAD 83(1986)-  46 53 15.     (N)    099 07 05.     (W)     SCALED    
 RQ0453* NAVD 88     -       566.156  (meters)    1857.46   (feet)  ADJUSTED  
 RQ0453  ___________________________________________________________________
 RQ0453  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 RQ0453  DYNAMIC HT  -         566.174 (meters)    1857.52  (feet)  COMP
 RQ0453  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 RQ0453
 RQ0453  VERT ORDER  -  FIRST     CLASS II
 RQ0453
 RQ0453.The horizontal coordinates were scaled from a topographic map and have
 RQ0453.an estimated accuracy of +/- 6 seconds.
 RQ0453
 RQ0453.The orthometric height was determined by differential leveling
 RQ0453.and adjusted by the National Geodetic Survey in June 1991..
 RQ0453
 RQ0453.The geoid height was determined by GEOID03.
 RQ0453
 RQ0453.The dynamic height is computed by dividing the NAVD 88
 RQ0453.geopotential number by the normal gravity value computed on the
 RQ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0453.degrees latitude (g = 980.6199 gals.).
 RQ0453
 RQ0453.The modeled gravity was interpolated from observed gravity values.
 RQ0453
 RQ0453;                    North         East    Units  Estimated Accuracy
 RQ0453;SPC ND S     -   136,630.      705,310.      MT  (+/- 180 meters Scaled)
 RQ0453
 RQ0453                          SUPERSEDED SURVEY CONTROL
 RQ0453
 RQ0453.No superseded survey control is available for this station.
 RQ0453
 RQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS910926(NAD 83)
 RQ0453_MARKER: I = METAL ROD
 RQ0453_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0453_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0453_STAMPING: M 483 1982
 RQ0453_MARK LOGO: NGS   
 RQ0453_PROJECTION: FLUSH
 RQ0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0453+STABILITY: POSITION/ELEVATION WELL
 RQ0453_ROD/PIPE-DEPTH: 11.5 meters
 RQ0453_SLEEVE-DEPTH  : 10.6 meters
 RQ0453
 RQ0453  HISTORY     - Date     Condition        Report By
 RQ0453  HISTORY     - 1982     MONUMENTED       NGS
 RQ0453
 RQ0453                          STATION DESCRIPTION
 RQ0453
 RQ0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0453'IN CLEVELAND.
 RQ0453'IN CLEVELAND, AT THE NORTHWEST CORNER OF THE SCHOOL YARD, 42.8 METERS
 RQ0453'(157.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE OLD SCHOOL
 RQ0453'BUILDING WHICH IS A TWO STORY BRICK BUILDING, 18.2 METERS (60.0 FT)
 RQ0453'EAST OF THE CENTER OF A GRAVEL ROAD, 12.8 METERS (42.0 FT) SOUTH OF
 RQ0453'THE CENTER OF A GRAVEL ROAD, 9.7 METERS (32.0 FT) EAST-NORTHEAST OF A
 RQ0453'POWERLINE POLE WITH A GUY WIRE AND TRANSFORMER, AND 6.5 METERS
 RQ0453'(21.5 FT) SOUTHEAST OF A CORNER FENCE POST.  NOTE, ROD DRIVEN TO
 RQ0453'REFUSAL.
 RQ0453'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0435 ***********************************************************************
 RQ0435  DESIGNATION -  M 484
 RQ0435  PID         -  RQ0435
 RQ0435  STATE/COUNTY-  ND/STUTSMAN
 RQ0435  USGS QUAD   -  JAMESTOWN (1990)
 RQ0435
 RQ0435                         *CURRENT SURVEY CONTROL
 RQ0435  ___________________________________________________________________
 RQ0435* NAD 83(1986)-  46 53 32.     (N)    098 42 56.     (W)     SCALED    
 RQ0435* NAVD 88     -       451.355  (meters)    1480.82   (feet)  ADJUSTED  
 RQ0435  ___________________________________________________________________
 RQ0435  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 RQ0435  DYNAMIC HT  -         451.375 (meters)    1480.89  (feet)  COMP
 RQ0435  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 RQ0435
 RQ0435  VERT ORDER  -  FIRST     CLASS II
 RQ0435
 RQ0435.The horizontal coordinates were scaled from a topographic map and have
 RQ0435.an estimated accuracy of +/- 6 seconds.
 RQ0435
 RQ0435.The orthometric height was determined by differential leveling
 RQ0435.and adjusted by the National Geodetic Survey in June 1991..
 RQ0435
 RQ0435.The geoid height was determined by GEOID03.
 RQ0435
 RQ0435.The dynamic height is computed by dividing the NAVD 88
 RQ0435.geopotential number by the normal gravity value computed on the
 RQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0435.degrees latitude (g = 980.6199 gals.).
 RQ0435
 RQ0435.The modeled gravity was interpolated from observed gravity values.
 RQ0435
 RQ0435;                    North         East    Units  Estimated Accuracy
 RQ0435;SPC ND S     -   137,770.      735,970.      MT  (+/- 180 meters Scaled)
 RQ0435
 RQ0435                          SUPERSEDED SURVEY CONTROL
 RQ0435
 RQ0435.No superseded survey control is available for this station.
 RQ0435
 RQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS216932(NAD 83)
 RQ0435_MARKER: I = METAL ROD
 RQ0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0435_SP_SET: STAINLESS STEEL ROD
 RQ0435_STAMPING: M 484 1982
 RQ0435_MARK LOGO: NGS   
 RQ0435_PROJECTION: FLUSH
 RQ0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0435_ROD/PIPE-DEPTH: 7.3  meters
 RQ0435
 RQ0435  HISTORY     - Date     Condition        Report By
 RQ0435  HISTORY     - 1982     MONUMENTED       NGS
 RQ0435
 RQ0435                          STATION DESCRIPTION
 RQ0435
 RQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0435'IN JAMESTOWN.
 RQ0435'IN JAMESTOWN, AT THE LLOYDS MOTOR COMPANY, WHICH IS A METAL AND BRICK
 RQ0435'BUILDING AT THE CORNER OF 16TH STREET SOUTHWEST AND U.S. HIGHWAY 281,
 RQ0435'1.0 METER (3.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A METAL
 RQ0435'BUILDING, 8.8 METERS (29.0 FT) SOUTH OF 16TH STREET SOUTHWEST,
 RQ0435'17.0 METERS (56.0 FT) WEST OF THE CENTER OF A SIDE DOOR TO THE
 RQ0435'BUILDING, AND 92.6 METERS (304.0 FT) EAST OF THE CENTERLINE OF THE
 RQ0435'NORTHBOUND LANES OF THE HIGHWAY.
 RQ0435'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0650 ***********************************************************************
 RR0650  DESIGNATION -  M 485
 RR0650  PID         -  RR0650
 RR0650  STATE/COUNTY-  ND/BURLEIGH
 RR0650  USGS QUAD   -  STERLING (1975)
 RR0650
 RR0650                         *CURRENT SURVEY CONTROL
 RR0650  ___________________________________________________________________
 RR0650* NAD 83(1986)-  46 50 13.     (N)    100 15 44.     (W)     SCALED    
 RR0650* NAVD 88     -       573.884  (meters)    1882.82   (feet)  ADJUSTED  
 RR0650  ___________________________________________________________________
 RR0650  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 RR0650  DYNAMIC HT  -         573.893 (meters)    1882.85  (feet)  COMP
 RR0650  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 RR0650
 RR0650  VERT ORDER  -  FIRST     CLASS II
 RR0650
 RR0650.The horizontal coordinates were scaled from a topographic map and have
 RR0650.an estimated accuracy of +/- 6 seconds.
 RR0650
 RR0650.The orthometric height was determined by differential leveling
 RR0650.and adjusted by the National Geodetic Survey in June 1991..
 RR0650
 RR0650.The geoid height was determined by GEOID03.
 RR0650
 RR0650.The dynamic height is computed by dividing the NAVD 88
 RR0650.geopotential number by the normal gravity value computed on the
 RR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0650.degrees latitude (g = 980.6199 gals.).
 RR0650
 RR0650.The modeled gravity was interpolated from observed gravity values.
 RR0650
 RR0650;                    North         East    Units  Estimated Accuracy
 RR0650;SPC ND S     -   130,110.      618,140.      MT  (+/- 180 meters Scaled)
 RR0650
 RR0650                          SUPERSEDED SURVEY CONTROL
 RR0650
 RR0650.No superseded survey control is available for this station.
 RR0650
 RR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS037878(NAD 83)
 RR0650_MARKER: I = METAL ROD
 RR0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0650_SP_SET: STAINLESS STEEL ROD
 RR0650_STAMPING: M 485 1982
 RR0650_MARK LOGO: NGS   
 RR0650_PROJECTION: FLUSH
 RR0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0650_ROD/PIPE-DEPTH: 6.09 meters
 RR0650
 RR0650  HISTORY     - Date     Condition        Report By
 RR0650  HISTORY     - 1982     MONUMENTED       NGS
 RR0650
 RR0650                          STATION DESCRIPTION
 RR0650
 RR0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0650'4.6 KM (2.85 MI) NE FROM STERLING.
 RR0650'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 RR0650'BURLINGTON NORTHERN RAILROAD IN STERLING TO THE JUNCTION OF INTERSTATE
 RR0650'HIGHWAY 94, THENCE 2.2 KM (1.35 MI) EAST ALONG INTERSTATE HIGHWAY 94,
 RR0650'42.4 METERS (139.0 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 RR0650'LANES OF THE INTERSTATE, 15.3 METERS (50.0 FT) NORTHWEST OF THE
 RR0650'NORTHERNMOST ONE OF THREE LARGE METAL POLES SUPPORTING THE STERLING
 RR0650'EXIT AND U.S. HIGHWAY 83 SIGN, 2.5 METERS (8.5 FT) EAST OF THE RIGHT
 RR0650'OF WAY MARKER, AND 0.3 METER (1.0 FT) SOUTHEAST OF THE RIGHT OF WAY
 RR0650'FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 RR0650'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 RR0650'THE MARK IS 0.9 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0664 ***********************************************************************
 RR0664  DESIGNATION -  M 486
 RR0664  PID         -  RR0664
 RR0664  STATE/COUNTY-  ND/BURLEIGH
 RR0664  USGS QUAD   -  MENOKEN (1975)
 RR0664
 RR0664                         *CURRENT SURVEY CONTROL
 RR0664  ___________________________________________________________________
 RR0664* NAD 83(1986)-  46 49 21.     (N)    100 32 29.     (W)     SCALED    
 RR0664* NAVD 88     -       522.691  (meters)    1714.86   (feet)  ADJUSTED  
 RR0664  ___________________________________________________________________
 RR0664  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 RR0664  DYNAMIC HT  -         522.699 (meters)    1714.89  (feet)  COMP
 RR0664  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 RR0664
 RR0664  VERT ORDER  -  FIRST     CLASS II
 RR0664
 RR0664.The horizontal coordinates were scaled from a topographic map and have
 RR0664.an estimated accuracy of +/- 6 seconds.
 RR0664
 RR0664.The orthometric height was determined by differential leveling
 RR0664.and adjusted by the National Geodetic Survey in June 1991..
 RR0664
 RR0664.The geoid height was determined by GEOID03.
 RR0664
 RR0664.The dynamic height is computed by dividing the NAVD 88
 RR0664.geopotential number by the normal gravity value computed on the
 RR0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0664.degrees latitude (g = 980.6199 gals.).
 RR0664
 RR0664.The modeled gravity was interpolated from observed gravity values.
 RR0664
 RR0664;                    North         East    Units  Estimated Accuracy
 RR0664;SPC ND S     -   128,480.      596,840.      MT  (+/- 180 meters Scaled)
 RR0664
 RR0664                          SUPERSEDED SURVEY CONTROL
 RR0664
 RR0664.No superseded survey control is available for this station.
 RR0664
 RR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS824865(NAD 83)
 RR0664_MARKER: I = METAL ROD
 RR0664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0664_SP_SET: STAINLESS STEEL ROD
 RR0664_STAMPING: M 486 1982
 RR0664_MARK LOGO: NGS   
 RR0664_PROJECTION: FLUSH
 RR0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0664_ROD/PIPE-DEPTH: 9.7  meters
 RR0664
 RR0664  HISTORY     - Date     Condition        Report By
 RR0664  HISTORY     - 1982     MONUMENTED       NGS
 RR0664
 RR0664                          STATION DESCRIPTION
 RR0664
 RR0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0664'0.8 KM (0.5 MI) WEST FROM MENOKEN.
 RR0664'1.6 KM (1.0 MI) SOUTH ALONG A BLACKTOP ROAD FROM THE JUNCTION OF
 RR0664'INTERSTATE HIGHWAY 94 (WHICH IS 2.2 KM (1.35 MI) NORTH OF MENOKEN),
 RR0664'ALSO 0.8 KM (0.5 MI) WEST OF MENOKEN AT THE ENTRANCE TO THE MENOKEN
 RR0664'CEMETERY, 9.4 METERS (31.0 FT) EAST OF THE CENTERLINE OF THE BLACKTOP
 RR0664'ROAD, 5.1 METERS (17.0 FT) NORTH OF THE CENTER OF THE MAIN GATE TO THE
 RR0664'CEMETERY, 2.5 METERS (8.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 RR0664'OF THE BAKER TOMBSTONE, AND 0.6 METER (2.0 FT) NORTH OF THE NORTH EDGE
 RR0664'OF A BRICK PILLAR USED FOR THE FRONT ENTRANCE OF THE CEMETERY.
 RR0664'THE MARK IS 0.3 M BELOW BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0629 ***********************************************************************
 RR0629  DESIGNATION -  M 487
 RR0629  PID         -  RR0629
 RR0629  STATE/COUNTY-  ND/BURLEIGH
 RR0629  USGS QUAD   -  BURNT BUTTE (1979)
 RR0629
 RR0629                         *CURRENT SURVEY CONTROL
 RR0629  ___________________________________________________________________
 RR0629* NAD 83(1986)-  46 55 31.     (N)    100 46 16.     (W)     SCALED    
 RR0629* NAVD 88     -       592.550  (meters)    1944.06   (feet)  ADJUSTED  
 RR0629  ___________________________________________________________________
 RR0629  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 RR0629  DYNAMIC HT  -         592.559 (meters)    1944.09  (feet)  COMP
 RR0629  MODELED GRAV-     980,609.2   (mgal)                       NAVD 88
 RR0629
 RR0629  VERT ORDER  -  FIRST     CLASS II
 RR0629
 RR0629.The horizontal coordinates were scaled from a topographic map and have
 RR0629.an estimated accuracy of +/- 6 seconds.
 RR0629
 RR0629.The orthometric height was determined by differential leveling
 RR0629.and adjusted by the National Geodetic Survey in June 1991..
 RR0629
 RR0629.The geoid height was determined by GEOID03.
 RR0629
 RR0629.The dynamic height is computed by dividing the NAVD 88
 RR0629.geopotential number by the normal gravity value computed on the
 RR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0629.degrees latitude (g = 980.6199 gals.).
 RR0629
 RR0629.The modeled gravity was interpolated from observed gravity values.
 RR0629
 RR0629;                    North         East    Units  Estimated Accuracy
 RR0629;SPC ND S     -   139,940.      579,350.      MT  (+/- 180 meters Scaled)
 RR0629
 RR0629                          SUPERSEDED SURVEY CONTROL
 RR0629
 RR0629.No superseded survey control is available for this station.
 RR0629
 RR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS651983(NAD 83)
 RR0629_MARKER: I = METAL ROD
 RR0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0629_SP_SET: STAINLESS STEEL ROD
 RR0629_STAMPING: M 487 1982
 RR0629_MARK LOGO: NGS   
 RR0629_PROJECTION: FLUSH
 RR0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0629_ROD/PIPE-DEPTH: 6.7  meters
 RR0629
 RR0629  HISTORY     - Date     Condition        Report By
 RR0629  HISTORY     - 1982     MONUMENTED       NGS
 RR0629
 RR0629                          STATION DESCRIPTION
 RR0629
 RR0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0629'10.5 KM (6.5 MI) NORTH FROM BISMARCK.
 RR0629'10.5 KM (6.5 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0629'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.8 KM (0.5 MI) SOUTH OF
 RR0629'MILEPOST 96, 0.8 KM (0.5 MI) NORTH OF MILEPOST 95, 40.8 METERS (133.9
 RR0629'FT) NORTH OF A UTILITY POLE, 40.2 METERS (131.9 FT) EAST OF THE
 RR0629'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 21.9 METERS (71.9
 RR0629'FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST AND 0.8 METER (2.6
 RR0629'FT) SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM
 RR0629'POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0629'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RR0629'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1448 ***********************************************************************
 SN1448  DESIGNATION -  M 488
 SN1448  PID         -  SN1448
 SN1448  STATE/COUNTY-  ND/MCLEAN
 SN1448  USGS QUAD   -  SANGER (1966)
 SN1448
 SN1448                         *CURRENT SURVEY CONTROL
 SN1448  ___________________________________________________________________
 SN1448* NAD 83(1986)-  47 14 30.     (N)    100 57 21.     (W)     SCALED    
 SN1448* NAVD 88     -       509.900  (meters)    1672.90   (feet)  ADJUSTED  
 SN1448  ___________________________________________________________________
 SN1448  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 SN1448  DYNAMIC HT  -         509.927 (meters)    1672.99  (feet)  COMP
 SN1448  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 SN1448
 SN1448  VERT ORDER  -  FIRST     CLASS II
 SN1448
 SN1448.The horizontal coordinates were scaled from a topographic map and have
 SN1448.an estimated accuracy of +/- 6 seconds.
 SN1448
 SN1448.The orthometric height was determined by differential leveling
 SN1448.and adjusted by the National Geodetic Survey in June 1991..
 SN1448
 SN1448.The geoid height was determined by GEOID03.
 SN1448
 SN1448.The dynamic height is computed by dividing the NAVD 88
 SN1448.geopotential number by the normal gravity value computed on the
 SN1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1448.degrees latitude (g = 980.6199 gals.).
 SN1448
 SN1448.The modeled gravity was interpolated from observed gravity values.
 SN1448
 SN1448;                    North         East    Units  Estimated Accuracy
 SN1448;SPC ND N     -    26,970.      565,490.      MT  (+/- 180 meters Scaled)
 SN1448
 SN1448                          SUPERSEDED SURVEY CONTROL
 SN1448
 SN1448.No superseded survey control is available for this station.
 SN1448
 SN1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT519338(NAD 83)
 SN1448_MARKER: DB = BENCH MARK DISK
 SN1448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SN1448_SP_SET: ABUTMENT
 SN1448_STAMPING: M 488 1982
 SN1448_MARK LOGO: NGS   
 SN1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1448
 SN1448  HISTORY     - Date     Condition        Report By
 SN1448  HISTORY     - 1982     MONUMENTED       NGS
 SN1448
 SN1448                          STATION DESCRIPTION
 SN1448
 SN1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1448'16.8 KM (10.45 MI) NW FROM WILTON.
 SN1448'16.8 KM (10.45 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1448'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, IN TOP OF
 SN1448'AND 0.3 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 SN1448'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER WOODS CREEK AND 4.8
 SN1448'METERS (15.7 FT) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 SN1448'OF THE HIGHWAY.
 SN1448'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0564 ***********************************************************************
 RR0564  DESIGNATION -  M 489
 RR0564  PID         -  RR0564
 RR0564  STATE/COUNTY-  ND/MORTON
 RR0564  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0564
 RR0564                         *CURRENT SURVEY CONTROL
 RR0564  ___________________________________________________________________
 RR0564* NAD 83(1986)-  46 50 49.     (N)    101 01 57.     (W)     SCALED    
 RR0564* NAVD 88     -       585.737  (meters)    1921.71   (feet)  ADJUSTED  
 RR0564  ___________________________________________________________________
 RR0564  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RR0564  DYNAMIC HT  -         585.747 (meters)    1921.74  (feet)  COMP
 RR0564  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 RR0564
 RR0564  VERT ORDER  -  FIRST     CLASS II
 RR0564
 RR0564.The horizontal coordinates were scaled from a topographic map and have
 RR0564.an estimated accuracy of +/- 6 seconds.
 RR0564
 RR0564.The orthometric height was determined by differential leveling
 RR0564.and adjusted by the National Geodetic Survey in June 1991..
 RR0564
 RR0564.The geoid height was determined by GEOID03.
 RR0564
 RR0564.The dynamic height is computed by dividing the NAVD 88
 RR0564.geopotential number by the normal gravity value computed on the
 RR0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0564.degrees latitude (g = 980.6199 gals.).
 RR0564
 RR0564.The modeled gravity was interpolated from observed gravity values.
 RR0564
 RR0564;                    North         East    Units  Estimated Accuracy
 RR0564;SPC ND S     -   131,330.      559,390.      MT  (+/- 180 meters Scaled)
 RR0564
 RR0564                          SUPERSEDED SURVEY CONTROL
 RR0564
 RR0564.No superseded survey control is available for this station.
 RR0564
 RR0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS450901(NAD 83)
 RR0564_MARKER: I = METAL ROD
 RR0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0564_SP_SET: STAINLESS STEEL ROD
 RR0564_STAMPING: M 489 1982
 RR0564_MARK LOGO: NGS   
 RR0564_PROJECTION: FLUSH
 RR0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0564_ROD/PIPE-DEPTH: 8.2  meters
 RR0564
 RR0564  HISTORY     - Date     Condition        Report By
 RR0564  HISTORY     - 1982     MONUMENTED       NGS
 RR0564
 RR0564                          STATION DESCRIPTION
 RR0564
 RR0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0564'10.5 KM (6.55 MI) WEST FROM MANDAN.
 RR0564'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0564'WITH STATE HIGHWAY 6 IN MANDAN, THENCE 1.6 KM (1.0 MI) WESTERLY ALONG
 RR0564'COUNTY ROAD 139 AND 33.6 METERS (110.2 FT) SOUTH OF THE CENTERLINE OF
 RR0564'THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RR0564'CAP.
 RR0564'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RR0564'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0116 ***********************************************************************
 SL0116  DESIGNATION -  M 49
 SL0116  PID         -  SL0116
 SL0116  STATE/COUNTY-  ND/TRAILL
 SL0116  USGS QUAD   -  HALSTAD SW (1963)
 SL0116
 SL0116                         *CURRENT SURVEY CONTROL
 SL0116  ___________________________________________________________________
 SL0116* NAD 83(1986)-  47 21 13.     (N)    096 52 40.     (W)     SCALED    
 SL0116* NAVD 88     -       264.321  (meters)     867.19   (feet)  POSTED    
 SL0116  ___________________________________________________________________
 SL0116  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 SL0116  DYNAMIC HT  -         264.360 (meters)     867.32  (feet)  COMP
 SL0116  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 SL0116
 SL0116  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SL0116
 SL0116.The horizontal coordinates were scaled from a topographic map and have
 SL0116.an estimated accuracy of +/- 6 seconds.
 SL0116
 SL0116.The orthometric height was determined by differential leveling
 SL0116.and adjusted by the National Geodetic Survey in 1992..
 SL0116.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SL0116.rate of 0.0 thru 1.0 mm/km.
 SL0116
 SL0116.The geoid height was determined by GEOID03.
 SL0116
 SL0116.The dynamic height is computed by dividing the NAVD 88
 SL0116.geopotential number by the normal gravity value computed on the
 SL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0116.degrees latitude (g = 980.6199 gals.).
 SL0116
 SL0116.The modeled gravity was interpolated from observed gravity values.
 SL0116
 SL0116;                    North         East    Units  Estimated Accuracy
 SL0116;SPC ND N     -    45,750.      873,570.      MT  (+/- 180 meters Scaled)
 SL0116
 SL0116                          SUPERSEDED SURVEY CONTROL
 SL0116
 SL0116  NGVD 29 (??/??/92)  263.962  (m)          866.02   (f) ADJ UNCH    2 0
 SL0116
 SL0116.Superseded values are not recommended for survey control.
 SL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0116.See file dsdata.txt to determine how the superseded data were derived.
 SL0116
 SL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT602466(NAD 83)
 SL0116_MARKER: DB = BENCH MARK DISK
 SL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0116_STAMPING: M-49 1934
 SL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0116+STABILITY: SURFACE MOTION
 SL0116
 SL0116  HISTORY     - Date     Condition        Report By
 SL0116  HISTORY     - 1934     MONUMENTED       CGS
 SL0116
 SL0116                          STATION DESCRIPTION
 SL0116
 SL0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0116'2.6 MI W FROM HALSTAD.
 SL0116'2.6 MILES WEST OF INTERSECTION OF STATE HIGHWAY NO. 81 AND THIRD ST.
 SL0116'AT HALSTAD.  ALONG STATE HIGHWAY NO. 7 AT CROSS ROAD.  SET IN POST 2
 SL0116'FEET BELOW HIGHWAY LEVEL, 33 FEET EAST OF CENTER LINE OF CROSS ROAD
 SL0116'AND 40 FEET NORTH OF CENTER LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0117 ***********************************************************************
 SL0117  DESIGNATION -  M 49 RESET
 SL0117  PID         -  SL0117
 SL0117  STATE/COUNTY-  ND/TRAILL
 SL0117  USGS QUAD   -  HALSTAD SW (1963)
 SL0117
 SL0117                         *CURRENT SURVEY CONTROL
 SL0117  ___________________________________________________________________
 SL0117* NAD 83(1986)-  47 21 13.     (N)    096 52 40.     (W)     SCALED    
 SL0117* NAVD 88     -       263.949  (meters)     865.97   (feet)  ADJUSTED  
 SL0117  ___________________________________________________________________
 SL0117  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 SL0117  DYNAMIC HT  -         263.985 (meters)     866.09  (feet)  COMP
 SL0117  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 SL0117
 SL0117  VERT ORDER  -  SECOND    CLASS 0
 SL0117
 SL0117.The horizontal coordinates were scaled from a topographic map and have
 SL0117.an estimated accuracy of +/- 6 seconds.
 SL0117
 SL0117.The orthometric height was determined by differential leveling
 SL0117.and adjusted by the National Geodetic Survey in June 1991..
 SL0117
 SL0117.The geoid height was determined by GEOID03.
 SL0117
 SL0117.The dynamic height is computed by dividing the NAVD 88
 SL0117.geopotential number by the normal gravity value computed on the
 SL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0117.degrees latitude (g = 980.6199 gals.).
 SL0117
 SL0117.The modeled gravity was interpolated from observed gravity values.
 SL0117
 SL0117;                    North         East    Units  Estimated Accuracy
 SL0117;SPC ND N     -    45,750.      873,570.      MT  (+/- 180 meters Scaled)
 SL0117
 SL0117                          SUPERSEDED SURVEY CONTROL
 SL0117
 SL0117  NGVD 29 (??/??/92)  263.619  (m)          864.89   (f) ADJ UNCH    2 0
 SL0117
 SL0117.Superseded values are not recommended for survey control.
 SL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0117.See file dsdata.txt to determine how the superseded data were derived.
 SL0117
 SL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT602466(NAD 83)
 SL0117_MARKER: DB = BENCH MARK DISK
 SL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0117_STAMPING: M 49 RESET 1956
 SL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0117+STABILITY: SURFACE MOTION
 SL0117
 SL0117  HISTORY     - Date     Condition        Report By
 SL0117  HISTORY     - 1956     MONUMENTED       CGS
 SL0117  HISTORY     - 1964     GOOD             NGS
 SL0117
 SL0117                          STATION DESCRIPTION
 SL0117
 SL0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0117'2.5 MI W FROM HALSTAD, MINN.
 SL0117'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 7 FROM THE GREAT NORTHERN
 SL0117'RAILWAY STATION AT HALSTAD, MINNESOTA, IN S 23, T 145 N, R 49 W, 101
 SL0117'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE
 SL0117'CENTER LINE OF A NORTH-SOUTH DIRT ROAD, 45 FEET NORTH OF THE EAST END
 SL0117'OF A 24-INCH METAL CULVERT UNDER THE DIRT ROAD, 16 FEET WEST OF A
 SL0117'TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET
 SL0117'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SL0117'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0606 ***********************************************************************
 RR0606  DESIGNATION -  M 490
 RR0606  PID         -  RR0606
 RR0606  STATE/COUNTY-  ND/MORTON
 RR0606  USGS QUAD   -  DENGATE (1980)
 RR0606
 RR0606                         *CURRENT SURVEY CONTROL
 RR0606  ___________________________________________________________________
 RR0606* NAD 83(1986)-  46 50 51.     (N)    101 41 53.     (W)     SCALED    
 RR0606* NAVD 88     -       645.797  (meters)    2118.75   (feet)  ADJUSTED  
 RR0606  ___________________________________________________________________
 RR0606  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 RR0606  DYNAMIC HT  -         645.798 (meters)    2118.76  (feet)  COMP
 RR0606  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 RR0606
 RR0606  VERT ORDER  -  FIRST     CLASS II
 RR0606
 RR0606.The horizontal coordinates were scaled from a topographic map and have
 RR0606.an estimated accuracy of +/- 6 seconds.
 RR0606
 RR0606.The orthometric height was determined by differential leveling
 RR0606.and adjusted by the National Geodetic Survey in June 1991..
 RR0606
 RR0606.The geoid height was determined by GEOID03.
 RR0606
 RR0606.The dynamic height is computed by dividing the NAVD 88
 RR0606.geopotential number by the normal gravity value computed on the
 RR0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0606.degrees latitude (g = 980.6199 gals.).
 RR0606
 RR0606.The modeled gravity was interpolated from observed gravity values.
 RR0606
 RR0606;                    North         East    Units  Estimated Accuracy
 RR0606;SPC ND S     -   131,950.      508,630.      MT  (+/- 180 meters Scaled)
 RR0606
 RR0606                          SUPERSEDED SURVEY CONTROL
 RR0606
 RR0606.No superseded survey control is available for this station.
 RR0606
 RR0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS943917(NAD 83)
 RR0606_MARKER: I = METAL ROD
 RR0606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0606_SP_SET: STAINLESS STEEL ROD
 RR0606_STAMPING: M 490 1982
 RR0606_MARK LOGO: NGS   
 RR0606_PROJECTION: FLUSH
 RR0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0606_ROD/PIPE-DEPTH: 7.6  meters
 RR0606
 RR0606  HISTORY     - Date     Condition        Report By
 RR0606  HISTORY     - 1982     MONUMENTED       NGS
 RR0606
 RR0606                          STATION DESCRIPTION
 RR0606
 RR0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0606'11.0 KM (6.85 MI) EAST FROM GLEN ULLIN.
 RR0606'11.0 KM (6.85 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0606'NORTHERN RAILROAD STATION IN GLEN ULLIN AND 29.6 METERS (97.1 FT)
 RR0606'NORTH OF THE CENTERLINE OF THE ROAD.  NOTE=ACCESS TO THE DATUM POINT
 RR0606'IS THROUGH A 5-INCH LOGO CAP.
 RR0606'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0606'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0271 ***********************************************************************
 RS0271  DESIGNATION -  M 491
 RS0271  PID         -  RS0271
 RS0271  STATE/COUNTY-  ND/STARK
 RS0271  USGS QUAD   -  RICHARDTON SE (1973)
 RS0271
 RS0271                         *CURRENT SURVEY CONTROL
 RS0271  ___________________________________________________________________
 RS0271* NAD 83(1986)-  46 52 01.     (N)    102 15 52.     (W)     SCALED    
 RS0271* NAVD 88     -       747.522  (meters)    2452.50   (feet)  ADJUSTED  
 RS0271  ___________________________________________________________________
 RS0271  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 RS0271  DYNAMIC HT  -         747.518 (meters)    2452.48  (feet)  COMP
 RS0271  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 RS0271
 RS0271  VERT ORDER  -  FIRST     CLASS II
 RS0271
 RS0271.The horizontal coordinates were scaled from a topographic map and have
 RS0271.an estimated accuracy of +/- 6 seconds.
 RS0271
 RS0271.The orthometric height was determined by differential leveling
 RS0271.and adjusted by the National Geodetic Survey in June 1991..
 RS0271
 RS0271.The geoid height was determined by GEOID03.
 RS0271
 RS0271.The dynamic height is computed by dividing the NAVD 88
 RS0271.geopotential number by the normal gravity value computed on the
 RS0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0271.degrees latitude (g = 980.6199 gals.).
 RS0271
 RS0271.The modeled gravity was interpolated from observed gravity values.
 RS0271
 RS0271;                    North         East    Units  Estimated Accuracy
 RS0271;SPC ND S     -   134,930.      465,490.      MT  (+/- 180 meters Scaled)
 RS0271
 RS0271                          SUPERSEDED SURVEY CONTROL
 RS0271
 RS0271.No superseded survey control is available for this station.
 RS0271
 RS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM084940(NAD 83)
 RS0271_MARKER: I = METAL ROD
 RS0271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0271_SP_SET: STAINLESS STEEL ROD
 RS0271_STAMPING: M 491 1982
 RS0271_MARK LOGO: NGS   
 RS0271_PROJECTION: FLUSH
 RS0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0271_ROD/PIPE-DEPTH: 5.2  meters
 RS0271
 RS0271  HISTORY     - Date     Condition        Report By
 RS0271  HISTORY     - 1982     MONUMENTED       NGS
 RS0271
 RS0271                          STATION DESCRIPTION
 RS0271
 RS0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0271'38.3 KM (23.8 MI) WEST FROM GLEN ULLIN.
 RS0271'38.3 KM (23.8 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0271'NORTHERN RAILROAD STATION IN GLEN ULLIN, 30.6 METERS (100.4 FT)
 RS0271'NORTHEAST OF THE CENTERLINE OF THE ROAD, 12.7 METERS (41.7 FT) EAST OF
 RS0271'THE CENTER OF A GRAVELED ROAD LEADING NORTH AND 5.4 METERS (17.7 FT)
 RS0271'SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0271'THROUGH A 5-INCH LOGO CAP.
 RS0271'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST AND FENCE
 RS0271'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0302 ***********************************************************************
 RS0302  DESIGNATION -  M 492
 RS0302  PID         -  RS0302
 RS0302  STATE/COUNTY-  ND/STARK
 RS0302  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0302
 RS0302                         *CURRENT SURVEY CONTROL
 RS0302  ___________________________________________________________________
 RS0302* NAD 83(1986)-  46 52 38.     (N)    102 46 09.     (W)     SCALED    
 RS0302* NAVD 88     -       734.500  (meters)    2409.77   (feet)  ADJUSTED  
 RS0302  ___________________________________________________________________
 RS0302  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 RS0302  DYNAMIC HT  -         734.502 (meters)    2409.78  (feet)  COMP
 RS0302  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 RS0302
 RS0302  VERT ORDER  -  FIRST     CLASS II
 RS0302
 RS0302.The horizontal coordinates were scaled from a topographic map and have
 RS0302.an estimated accuracy of +/- 6 seconds.
 RS0302
 RS0302.The orthometric height was determined by differential leveling
 RS0302.and adjusted by the National Geodetic Survey in June 1991..
 RS0302
 RS0302.The geoid height was determined by GEOID03.
 RS0302
 RS0302.The dynamic height is computed by dividing the NAVD 88
 RS0302.geopotential number by the normal gravity value computed on the
 RS0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0302.degrees latitude (g = 980.6199 gals.).
 RS0302
 RS0302.The modeled gravity was interpolated from observed gravity values.
 RS0302
 RS0302;                    North         East    Units  Estimated Accuracy
 RS0302;SPC ND S     -   137,060.      427,060.      MT  (+/- 180 meters Scaled)
 RS0302
 RS0302                          SUPERSEDED SURVEY CONTROL
 RS0302
 RS0302.No superseded survey control is available for this station.
 RS0302
 RS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM699939(NAD 83)
 RS0302_MARKER: I = METAL ROD
 RS0302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0302_SP_SET: STAINLESS STEEL ROD
 RS0302_STAMPING: M 492 1982
 RS0302_MARK LOGO: NGS   
 RS0302_PROJECTION: FLUSH
 RS0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0302_ROD/PIPE-DEPTH: 7.6  meters
 RS0302
 RS0302  HISTORY     - Date     Condition        Report By
 RS0302  HISTORY     - 1982     MONUMENTED       NGS
 RS0302
 RS0302                          STATION DESCRIPTION
 RS0302
 RS0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0302'IN DICKINSON.
 RS0302'IN DICKINSON, AT THE INTERSECTION OF EAST VILLARD STREET AND 10TH
 RS0302'AVENUE EAST, 39.0 METERS (128.0 FT) SOUTH OF THE CENTERLINE OF THE
 RS0302'EAST BOUND LANES OF THE STREET, 18.6 METERS (61.0 FT) NORTH OF THE
 RS0302'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 7.3 METERS (24.0 FT)
 RS0302'WEST OF THE EXTENDED CENTER OF THE AVENUE AND 1.3 METERS (4.3 FT) EAST
 RS0302'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RS0302'LOGO CAP.
 RS0302'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RS0302'THE MARK IS 2.0 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0348 ***********************************************************************
 RS0348  DESIGNATION -  M 493
 RS0348  PID         -  RS0348
 RS0348  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0348  USGS QUAD   -  BUFFALO GAP CAMPGROUND (1979)
 RS0348
 RS0348                         *CURRENT SURVEY CONTROL
 RS0348  ___________________________________________________________________
 RS0348* NAD 83(1986)-  46 57 23.     (N)    103 43 38.     (W)     SCALED    
 RS0348* NAVD 88     -       817.415  (meters)    2681.80   (feet)  ADJUSTED  
 RS0348  ___________________________________________________________________
 RS0348  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 RS0348  DYNAMIC HT  -         817.414 (meters)    2681.80  (feet)  COMP
 RS0348  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 RS0348
 RS0348  VERT ORDER  -  FIRST     CLASS II
 RS0348
 RS0348.The horizontal coordinates were scaled from a topographic map and have
 RS0348.an estimated accuracy of +/- 6 seconds.
 RS0348
 RS0348.The orthometric height was determined by differential leveling
 RS0348.and adjusted by the National Geodetic Survey in June 1991..
 RS0348
 RS0348.The geoid height was determined by GEOID03.
 RS0348
 RS0348.The dynamic height is computed by dividing the NAVD 88
 RS0348.geopotential number by the normal gravity value computed on the
 RS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0348.degrees latitude (g = 980.6199 gals.).
 RS0348
 RS0348.The modeled gravity was interpolated from observed gravity values.
 RS0348
 RS0348;                    North         East    Units  Estimated Accuracy
 RS0348;SPC ND S     -   148,410.      354,440.      MT  (+/- 180 meters Scaled)
 RS0348
 RS0348                          SUPERSEDED SURVEY CONTROL
 RS0348
 RS0348.No superseded survey control is available for this station.
 RS0348
 RS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN968011(NAD 83)
 RS0348_MARKER: I = METAL ROD
 RS0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0348_SP_SET: STAINLESS STEEL ROD
 RS0348_STAMPING: M 493 1982
 RS0348_MARK LOGO: NGS   
 RS0348_PROJECTION: FLUSH
 RS0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0348_ROD/PIPE-DEPTH: 4.9  meters
 RS0348
 RS0348  HISTORY     - Date     Condition        Report By
 RS0348  HISTORY     - 1982     MONUMENTED       NGS
 RS0348
 RS0348                          STATION DESCRIPTION
 RS0348
 RS0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0348'43.2 KM (26.85 MI) WEST FROM BELFIELD.
 RS0348'43.2 KM (26.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0348'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.6 KM (0.35 MI) EAST OF
 RS0348'THE ENTRANCE TO A REST AREA, 60.0 METERS (196.8 FT) NORTH OF THE
 RS0348'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 20.5 METERS
 RS0348'(67.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE GATE.  NOTE=ACCESS TO
 RS0348'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0348'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0348'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0328 ***********************************************************************
 RS0328  DESIGNATION -  M 494
 RS0328  PID         -  RS0328
 RS0328  STATE/COUNTY-  ND/BILLINGS
 RS0328  USGS QUAD   -  FRYBURG NE (1981)
 RS0328
 RS0328                         *CURRENT SURVEY CONTROL
 RS0328  ___________________________________________________________________
 RS0328* NAD 83(1986)-  46 53 22.     (N)    103 21 04.     (W)     SCALED    
 RS0328* NAVD 88     -       852.484  (meters)    2796.86   (feet)  ADJUSTED  
 RS0328  ___________________________________________________________________
 RS0328  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 RS0328  DYNAMIC HT  -         852.462 (meters)    2796.79  (feet)  COMP
 RS0328  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 RS0328
 RS0328  VERT ORDER  -  FIRST     CLASS II
 RS0328
 RS0328.The horizontal coordinates were scaled from a topographic map and have
 RS0328.an estimated accuracy of +/- 6 seconds.
 RS0328
 RS0328.The orthometric height was determined by differential leveling
 RS0328.and adjusted by the National Geodetic Survey in June 1991..
 RS0328
 RS0328.The geoid height was determined by GEOID03.
 RS0328
 RS0328.The dynamic height is computed by dividing the NAVD 88
 RS0328.geopotential number by the normal gravity value computed on the
 RS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0328.degrees latitude (g = 980.6199 gals.).
 RS0328
 RS0328.The modeled gravity was interpolated from observed gravity values.
 RS0328
 RS0328;                    North         East    Units  Estimated Accuracy
 RS0328;SPC ND S     -   139,860.      382,770.      MT  (+/- 180 meters Scaled)
 RS0328
 RS0328                          SUPERSEDED SURVEY CONTROL
 RS0328
 RS0328.No superseded survey control is available for this station.
 RS0328
 RS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM256941(NAD 83)
 RS0328_MARKER: I = METAL ROD
 RS0328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0328_SP_SET: STAINLESS STEEL ROD
 RS0328_STAMPING: M 494 1982
 RS0328_MARK LOGO: NGS   
 RS0328_PROJECTION: FLUSH
 RS0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0328_ROD/PIPE-DEPTH: 4.0  meters
 RS0328
 RS0328  HISTORY     - Date     Condition        Report By
 RS0328  HISTORY     - 1982     MONUMENTED       NGS
 RS0328
 RS0328                          STATION DESCRIPTION
 RS0328
 RS0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0328'12.2 KM (7.6 MI) WEST FROM BELFIELD.
 RS0328'12.2 KM (7.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0328'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.5 KM (0.3 MI) WEST OF
 RS0328'MILEPOST 35, 47.7 METERS (156.5 FT) NORTH OF THE CENTERLINE OF THE
 RS0328'WEST BOUND LANES OF THE HIGHWAY, 40.7 METERS (133.5 FT) EAST OF A
 RS0328'RIGHT-OF-WAY MARKER AND 24.0 METERS (78.7 FT) NORTH OF THE NORTH LEG
 RS0328'OF A HIGHWAY INFORMATION SIGN (REST AREA 1 MILE TOURIST INFORMATION).
 RS0328'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0328'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 RS0328'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0519 ***********************************************************************
 RQ0519  DESIGNATION -  M 496
 RQ0519  PID         -  RQ0519
 RQ0519  STATE/COUNTY-  ND/BARNES
 RQ0519  USGS QUAD   -  ECKELSON (1970)
 RQ0519
 RQ0519                         *CURRENT SURVEY CONTROL
 RQ0519  ___________________________________________________________________
 RQ0519* NAD 83(1986)-  46 54 23.     (N)    098 17 27.     (W)     SCALED    
 RQ0519* NAVD 88     -       445.170  (meters)    1460.53   (feet)  ADJUSTED  
 RQ0519  ___________________________________________________________________
 RQ0519  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 RQ0519  DYNAMIC HT  -         445.197 (meters)    1460.62  (feet)  COMP
 RQ0519  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RQ0519
 RQ0519  VERT ORDER  -  FIRST     CLASS II
 RQ0519
 RQ0519.The horizontal coordinates were scaled from a topographic map and have
 RQ0519.an estimated accuracy of +/- 6 seconds.
 RQ0519
 RQ0519.The orthometric height was determined by differential leveling
 RQ0519.and adjusted by the National Geodetic Survey in June 1991..
 RQ0519
 RQ0519.The geoid height was determined by GEOID03.
 RQ0519
 RQ0519.The dynamic height is computed by dividing the NAVD 88
 RQ0519.geopotential number by the normal gravity value computed on the
 RQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0519.degrees latitude (g = 980.6199 gals.).
 RQ0519
 RQ0519.The modeled gravity was interpolated from observed gravity values.
 RQ0519
 RQ0519;                    North         East    Units  Estimated Accuracy
 RQ0519;SPC ND S     -   140,170.      768,280.      MT  (+/- 180 meters Scaled)
 RQ0519
 RQ0519                          SUPERSEDED SURVEY CONTROL
 RQ0519
 RQ0519.No superseded survey control is available for this station.
 RQ0519
 RQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS540950(NAD 83)
 RQ0519_MARKER: I = METAL ROD
 RQ0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0519_SP_SET: STAINLESS STEEL ROD
 RQ0519_STAMPING: M 496 1982
 RQ0519_MARK LOGO: NGS   
 RQ0519_PROJECTION: PROJECTING 3 CENTIMETERS
 RQ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0519_ROD/PIPE-DEPTH: 8.5  meters
 RQ0519
 RQ0519  HISTORY     - Date     Condition        Report By
 RQ0519  HISTORY     - 1982     MONUMENTED       NGS
 RQ0519
 RQ0519                          STATION DESCRIPTION
 RQ0519
 RQ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0519'6.6 KM (4.1 MI) SW FROM SANBORN.
 RQ0519'7.2 KM (4.5 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE
 RQ0519'HIGHWAY 1 OVERPASS (EXIT 66) ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF
 RQ0519'SANBORN TO THE MARK, AT AN OFFSET IN THE FENCE LINE AND NEAR A FIELD
 RQ0519'ENTRANCE GATE, 36.88 METERS (121.0 FT) SOUTH OF THE CENTERLINE OF
 RQ0519'INTERSTATE HIGHWAY 94 EASTBOUND, 9.75 METERS (32.0 FT) SOUTHEAST OF
 RQ0519'THE NORTHEAST CORNER FENCE POST, 7.32 METERS (24.0 FT) EAST OF THE
 RQ0519'CENTER OF THE GATE AT THE FIELD ENTRANCE, AND 0.37 METERS (1.2 FT)
 RQ0519'NORTH OF AN EAST-WEST FENCE LINE.
 RQ0519'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 RQ0519'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0653 ***********************************************************************
 RP0653  DESIGNATION -  M 497
 RP0653  PID         -  RP0653
 RP0653  STATE/COUNTY-  ND/CASS
 RP0653  USGS QUAD   -  BUFFALO (1967)
 RP0653
 RP0653                         *CURRENT SURVEY CONTROL
 RP0653  ___________________________________________________________________
 RP0653* NAD 83(1986)-  46 52 35.     (N)    097 37 10.     (W)     SCALED    
 RP0653* NAVD 88     -       353.117  (meters)    1158.52   (feet)  ADJUSTED  
 RP0653  ___________________________________________________________________
 RP0653  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 RP0653  DYNAMIC HT  -         353.145 (meters)    1158.61  (feet)  COMP
 RP0653  MODELED GRAV-     980,682.9   (mgal)                       NAVD 88
 RP0653
 RP0653  VERT ORDER  -  FIRST     CLASS II
 RP0653
 RP0653.The horizontal coordinates were scaled from a topographic map and have
 RP0653.an estimated accuracy of +/- 6 seconds.
 RP0653
 RP0653.The orthometric height was determined by differential leveling
 RP0653.and adjusted by the National Geodetic Survey in June 1991..
 RP0653
 RP0653.The geoid height was determined by GEOID03.
 RP0653
 RP0653.The dynamic height is computed by dividing the NAVD 88
 RP0653.geopotential number by the normal gravity value computed on the
 RP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0653.degrees latitude (g = 980.6199 gals.).
 RP0653
 RP0653.The modeled gravity was interpolated from observed gravity values.
 RP0653
 RP0653;                    North         East    Units  Estimated Accuracy
 RP0653;SPC ND S     -   138,490.      819,530.      MT  (+/- 180 meters Scaled)
 RP0653
 RP0653                          SUPERSEDED SURVEY CONTROL
 RP0653
 RP0653.No superseded survey control is available for this station.
 RP0653
 RP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS051923(NAD 83)
 RP0653_MARKER: I = METAL ROD
 RP0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0653_SP_SET: STAINLESS STEEL ROD
 RP0653_STAMPING: M 497 1982
 RP0653_MARK LOGO: NGS   
 RP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0653
 RP0653  HISTORY     - Date     Condition        Report By
 RP0653  HISTORY     - 1982     MONUMENTED       NGS
 RP0653
 RP0653                          STATION DESCRIPTION
 RP0653
 RP0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0653'4.8 KM (3.0 MI) WEST FROM BUFFALO.
 RP0653'4.8 KM (3.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RP0653'THE BUFFALO-ALICE INTERCHANGE (STATE ROUTE 38), SET AT A SECTION LINE
 RP0653'ROAD, 47.2 METERS (155.0 FT) SOUTH OF THE CENTERLINE OF THE TWO
 RP0653'EASTBOUND LANES, 23.7 METERS (78.0 FT) WEST OF THE EXTENDED CENTER OF
 RP0653'A DIRT SECTION LINE ROAD, 23.7 METERS (78.0 FT) WEST OF THE CENTER OF
 RP0653'A WIRE GATE, 0.6 METER (2.0 FT) NORTH OF A CONCRETE RIGHT-OF-WAY
 RP0653'MARKER, AND 0.4 METER (1.5 FT) NORTH OF A RIGHT-OF-WAY FENCE.  DEPTH
 RP0653'OF ROD WAS NOT ENTERED, UNKNOWN BUT IS SET FLUSH.
 RP0653'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RP0653'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG4279 ***********************************************************************
 DG4279  DESIGNATION -  M 498 RESET
 DG4279  PID         -  DG4279
 DG4279  STATE/COUNTY-  ND/CASS
 DG4279  USGS QUAD   -  CHAFFEE (1967)
 DG4279
 DG4279                         *CURRENT SURVEY CONTROL
 DG4279  ___________________________________________________________________
 DG4279* NAD 83(1986)-  46 52 26.     (N)    097 15 51.     (W)     SCALED    
 DG4279* NAVD 88     -       287.20   (meters)     942.3    (feet)  RESET     
 DG4279  ___________________________________________________________________
 DG4279  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DG4279
 DG4279  VERT ORDER  -  THIRD
 DG4279
 DG4279.The horizontal coordinates were scaled from a topographic map and have
 DG4279.an estimated accuracy of +/- 6 seconds.
 DG4279
 DG4279.The orthometric height was computed from unverified reset data.
 DG4279.No vertical observational check was made to the station.
 DG4279
 DG4279.The geoid height was determined by GEOID03.
 DG4279
 DG4279;                    North         East    Units  Estimated Accuracy
 DG4279;SPC ND S     -   139,270.      846,600.      MT  (+/- 180 meters Scaled)
 DG4279
 DG4279                          SUPERSEDED SURVEY CONTROL
 DG4279
 DG4279.No superseded survey control is available for this station.
 DG4279
 DG4279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS322926(NAD 83)
 DG4279_MARKER: DV = VERTICAL CONTROL DISK
 DG4279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4279_STAMPING: M 498 RESET 2002
 DG4279_MARK LOGO: NGS   
 DG4279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4279+STABILITY: SURFACE MOTION
 DG4279
 DG4279  HISTORY     - Date     Condition        Report By
 DG4279  HISTORY     - 2002     MONUMENTED       LOCSUR
 DG4279
 DG4279                          STATION DESCRIPTION
 DG4279
 DG4279'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (JAJ)
 DG4279'4.47 MILES SOUTHEAST FROM WHEATLAND. 742.0 FEET SOUTH FROM LYNCHBERG
 DG4279'INTERCHANGE, IN THE CONCRETE POST AT SOUTHWEST CORNER OF HIGHWAY R/W,
 DG4279'95.0 FEET WEST OF CENTERLINE TWP ROAD SOUTH, 742.0 FEET SOUTH OF THE
 DG4279'CENTERLINE MEDIAN OF INTERSTATE I-94, 3.0 FEET NORTH OF R/W FENCE, 3.5
 DG4279'FEET EAST OF R/W FENCE AND 2.0 FEET EAST OF FIBERGLASS WITNESS POST.
 DG4279'THE MARK IS 0.2 FOOT ABOVE THE GROUND. NGS BENCH MARK DISK SET IN
 DG4279'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0703 ***********************************************************************
 RP0703  DESIGNATION -  M 499
 RP0703  PID         -  RP0703
 RP0703  STATE/COUNTY-  ND/CASS
 RP0703  USGS QUAD   -  WEST FARGO SOUTH (1976)
 RP0703
 RP0703                         *CURRENT SURVEY CONTROL
 RP0703  ___________________________________________________________________
 RP0703* NAD 83(1986)-  46 50 50.     (N)    096 52 58.     (W)     SCALED    
 RP0703* NAVD 88     -       275.126  (meters)     902.64   (feet)  ADJUSTED  
 RP0703  ___________________________________________________________________
 RP0703  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 RP0703  DYNAMIC HT  -         275.152 (meters)     902.73  (feet)  COMP
 RP0703  MODELED GRAV-     980,702.3   (mgal)                       NAVD 88
 RP0703
 RP0703  VERT ORDER  -  FIRST     CLASS II
 RP0703
 RP0703.The horizontal coordinates were scaled from a topographic map and have
 RP0703.an estimated accuracy of +/- 6 seconds.
 RP0703
 RP0703.The orthometric height was determined by differential leveling
 RP0703.and adjusted by the National Geodetic Survey in June 1991..
 RP0703
 RP0703.The geoid height was determined by GEOID03.
 RP0703
 RP0703.The dynamic height is computed by dividing the NAVD 88
 RP0703.geopotential number by the normal gravity value computed on the
 RP0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0703.degrees latitude (g = 980.6199 gals.).
 RP0703
 RP0703.The modeled gravity was interpolated from observed gravity values.
 RP0703
 RP0703;                    North         East    Units  Estimated Accuracy
 RP0703;SPC ND S     -   137,580.      875,780.      MT  (+/- 180 meters Scaled)
 RP0703
 RP0703                          SUPERSEDED SURVEY CONTROL
 RP0703
 RP0703.No superseded survey control is available for this station.
 RP0703
 RP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS614903(NAD 83)
 RP0703_MARKER: I = METAL ROD
 RP0703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0703_SP_SET: STAINLESS STEEL ROD
 RP0703_STAMPING: M 499 1982
 RP0703_MARK LOGO: NGS   
 RP0703_PROJECTION: FLUSH
 RP0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0703_ROD/PIPE-DEPTH: 9.7  meters
 RP0703
 RP0703  HISTORY     - Date     Condition        Report By
 RP0703  HISTORY     - 1982     MONUMENTED       NGS
 RP0703
 RP0703                          STATION DESCRIPTION
 RP0703
 RP0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0703'3.2 KM (2.0 MI) WEST FROM FARGO.
 RP0703'3.2 KM (2.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE INTERSECTION
 RP0703'OF INTERSTATE HIGHWAY 29 (OVERPASS) IN FARGO, AT AN OFFSET IN THE
 RP0703'RIGHT-OF-WAY FENCE AND AT AN OLD ABANDONED ROAD, 34.75 METERS
 RP0703'(114.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 WESTBOUND,
 RP0703'1.83 METERS (6.0 FT) SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER AT THE
 RP0703'NORTHERNMOST ONE OF TWO FENCE CORNERS, 5.79 METERS (19.0 FT) NORTH OF
 RP0703'A RIGHT-OF-WAY MARKER IN THE SOUTHERNMOST ONE OF TWO FENCE CORNERS IN
 RP0703'THE RIGHT-OF-WAY FENCE, 42.67 METERS (140.0 FT) EAST-NORTHEAST OF A
 RP0703'LARGE POWERLINE POLE WITH LINES CROSSING THE HIGHWAY, 9.75 METERS
 RP0703'(32.0 FT) EAST-SOUTHEAST OF THE CENTER OF A LARGE METAL MANHOLE COVER,
 RP0703'0.30 METERS (1.0 FT) WEST OF THE NORTH-SOUTH RIGHT-OF-WAY FENCE AT THE
 RP0703'OFFSET, AND 14.63 METERS (48.0 FT) NORTHEAST OF THE CENTER OF A WIRE
 RP0703'GATE ACROSS THE OLD ABANDONED ROAD.
 RP0703'THE MARK IS 0.45 METERS  SSW FROM A WITNESS POST.
 RP0703'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0014 ***********************************************************************
 TG0014  DESIGNATION -  M 5
 TG0014  PID         -  TG0014
 TG0014  STATE/COUNTY-  ND/WARD
 TG0014  USGS QUAD   -  COULEE (1949)
 TG0014
 TG0014                         *CURRENT SURVEY CONTROL
 TG0014  ___________________________________________________________________
 TG0014* NAD 83(1986)-  48 35 33.     (N)    102 00 10.     (W)     SCALED    
 TG0014* NAVD 88     -       545.475  (meters)    1789.61   (feet)  ADJUSTED  
 TG0014  ___________________________________________________________________
 TG0014  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TG0014  DYNAMIC HT  -         545.581 (meters)    1789.96  (feet)  COMP
 TG0014  MODELED GRAV-     980,787.8   (mgal)                       NAVD 88
 TG0014
 TG0014  VERT ORDER  -  FIRST     CLASS II
 TG0014
 TG0014.The horizontal coordinates were scaled from a topographic map and have
 TG0014.an estimated accuracy of +/- 6 seconds.
 TG0014
 TG0014.The orthometric height was determined by differential leveling
 TG0014.and adjusted by the National Geodetic Survey in June 1991..
 TG0014
 TG0014.The geoid height was determined by GEOID03.
 TG0014
 TG0014.The dynamic height is computed by dividing the NAVD 88
 TG0014.geopotential number by the normal gravity value computed on the
 TG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0014.degrees latitude (g = 980.6199 gals.).
 TG0014
 TG0014.The modeled gravity was interpolated from observed gravity values.
 TG0014
 TG0014;                    North         East    Units  Estimated Accuracy
 TG0014;SPC ND N     -   178,140.      489,160.      MT  (+/- 180 meters Scaled)
 TG0014
 TG0014                          SUPERSEDED SURVEY CONTROL
 TG0014
 TG0014  NGVD 29 (??/??/92)  545.080  (m)         1788.32   (f) ADJ UNCH    1 2
 TG0014
 TG0014.Superseded values are not recommended for survey control.
 TG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0014.See file dsdata.txt to determine how the superseded data were derived.
 TG0014
 TG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP209864(NAD 83)
 TG0014_MARKER: DB = BENCH MARK DISK
 TG0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0014_STAMPING: M 5 ELEV. 1788.139 FT
 TG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0014+STABILITY: SURFACE MOTION
 TG0014
 TG0014  HISTORY     - Date     Condition        Report By
 TG0014  HISTORY     - UNK      MONUMENTED       CGS
 TG0014  HISTORY     - 1963     GOOD             NGS
 TG0014
 TG0014                          STATION DESCRIPTION
 TG0014
 TG0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0014'6.8 MI SE FROM KENMARE.
 TG0014'ABOUT 6.8 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0014'AT KENMARE, OR ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE
 TG0014'SOO LINE RAILROAD STATION AT DONNYBROOK, THENCE 8.2 MILES NORTHWEST
 TG0014'ALONG U. S. HIGHWAY 52, THENCE 0.1 MILE NORTHWEST ALONG COUNTY ROAD 4,
 TG0014'THENCE 0.25 MILE NORTH ACROSS COUNTRY, ABOUT 0.3 MILE NORTHWEST OF AN
 TG0014'OVERPASS ON U. S. HIGHWAY 52, 14 1/2 FEET NORTH OF THE 2ND POLE
 TG0014'NORTHWEST OF MILEPOST 512, 40 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TG0014'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TG0014'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1580 ***********************************************************************
 TF1580  DESIGNATION -  M 5 B 1
 TF1580  PID         -  TF1580
 TF1580  STATE/COUNTY-  ND/RENVILLE
 TF1580  USGS QUAD   -  TOLLEY SE (1949)
 TF1580
 TF1580                         *CURRENT SURVEY CONTROL
 TF1580  ___________________________________________________________________
 TF1580* NAD 83(1986)-  48 37 18.     (N)    101 49 08.     (W)     SCALED    
 TF1580* NAVD 88     -       570.089  (meters)    1870.37   (feet)  ADJUSTED  
 TF1580  ___________________________________________________________________
 TF1580  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 TF1580  DYNAMIC HT  -         570.198 (meters)    1870.72  (feet)  COMP
 TF1580  MODELED GRAV-     980,783.2   (mgal)                       NAVD 88
 TF1580
 TF1580  VERT ORDER  -  SECOND    CLASS 0
 TF1580
 TF1580.The horizontal coordinates were scaled from a topographic map and have
 TF1580.an estimated accuracy of +/- 6 seconds.
 TF1580
 TF1580.The orthometric height was determined by differential leveling
 TF1580.and adjusted by the National Geodetic Survey in June 1991..
 TF1580
 TF1580.The geoid height was determined by GEOID03.
 TF1580
 TF1580.The dynamic height is computed by dividing the NAVD 88
 TF1580.geopotential number by the normal gravity value computed on the
 TF1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1580.degrees latitude (g = 980.6199 gals.).
 TF1580
 TF1580.The modeled gravity was interpolated from observed gravity values.
 TF1580
 TF1580;                    North         East    Units  Estimated Accuracy
 TF1580;SPC ND N     -   181,140.      502,770.      MT  (+/- 180 meters Scaled)
 TF1580
 TF1580                          SUPERSEDED SURVEY CONTROL
 TF1580
 TF1580  NGVD 29 (??/??/92)  569.70   (m)         1869.1    (f) COMPUTED    2 0
 TF1580
 TF1580.Superseded values are not recommended for survey control.
 TF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1580.See file dsdata.txt to determine how the superseded data were derived.
 TF1580
 TF1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU922892(NAD 83)
 TF1580_MARKER: DD = SURVEY DISK
 TF1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1580
 TF1580  HISTORY     - Date     Condition        Report By
 TF1580  HISTORY     - UNK      MONUMENTED       DOD
 TF1580  HISTORY     - 1963     GOOD             NGS
 TF1580
 TF1580                          STATION DESCRIPTION
 TF1580
 TF1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1580'12.65 MI N FROM DONNYBROOK.
 TF1580'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1580'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1580'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1580'A FIELD ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK ROAD, THENCE 2.15
 TF1580'MILES EAST ALONG COUNTY ROAD 16, THENCE 0.25 MILE NORTH ACROSS
 TF1580'COUNTRY, 0.15 MILE SOUTH OF A HEDGE ROW, AND THE TOP SURFACE OVER THE
 TF1580'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 TF1580'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1579 ***********************************************************************
 TF1579  DESIGNATION -  M 5 B 2
 TF1579  PID         -  TF1579
 TF1579  STATE/COUNTY-  ND/RENVILLE
 TF1579  USGS QUAD   -  TOLLEY SE (1949)
 TF1579
 TF1579                         *CURRENT SURVEY CONTROL
 TF1579  ___________________________________________________________________
 TF1579* NAD 83(1986)-  48 37 24.     (N)    101 48 42.     (W)     SCALED    
 TF1579* NAVD 88     -       567.465  (meters)    1861.76   (feet)  ADJUSTED  
 TF1579  ___________________________________________________________________
 TF1579  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 TF1579  DYNAMIC HT  -         567.574 (meters)    1862.12  (feet)  COMP
 TF1579  MODELED GRAV-     980,783.8   (mgal)                       NAVD 88
 TF1579
 TF1579  VERT ORDER  -  SECOND    CLASS 0
 TF1579
 TF1579.The horizontal coordinates were scaled from a topographic map and have
 TF1579.an estimated accuracy of +/- 6 seconds.
 TF1579
 TF1579.The orthometric height was determined by differential leveling
 TF1579.and adjusted by the National Geodetic Survey in June 1991..
 TF1579
 TF1579.The geoid height was determined by GEOID03.
 TF1579
 TF1579.The dynamic height is computed by dividing the NAVD 88
 TF1579.geopotential number by the normal gravity value computed on the
 TF1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1579.degrees latitude (g = 980.6199 gals.).
 TF1579
 TF1579.The modeled gravity was interpolated from observed gravity values.
 TF1579
 TF1579;                    North         East    Units  Estimated Accuracy
 TF1579;SPC ND N     -   181,310.      503,310.      MT  (+/- 180 meters Scaled)
 TF1579
 TF1579                          SUPERSEDED SURVEY CONTROL
 TF1579
 TF1579  NGVD 29 (??/??/92)  567.08   (m)         1860.5    (f) COMPUTED    2 0
 TF1579
 TF1579.Superseded values are not recommended for survey control.
 TF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1579.See file dsdata.txt to determine how the superseded data were derived.
 TF1579
 TF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU928894(NAD 83)
 TF1579_MARKER: DD = SURVEY DISK
 TF1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1579_SP_SET: CONCRETE CYLINDER
 TF1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1579
 TF1579  HISTORY     - Date     Condition        Report By
 TF1579  HISTORY     - UNK      MONUMENTED       DOD
 TF1579  HISTORY     - 1963     GOOD             NGS
 TF1579
 TF1579                          STATION DESCRIPTION
 TF1579
 TF1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1579'13.0 MI N FROM DONNYBROOK.
 TF1579'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1579'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1579'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1579'A FIELD ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK ROAD, THENCE 2.15
 TF1579'MILES EAST ALONG COUNTY ROAD 16, THENCE 0.25 MILE NORTH ACROSS
 TF1579'COUNTRY, THENCE 0.35 MILE EAST-NORTHEAST ACROSS COUNTRY, 0.3 MILE EAST
 TF1579'OF THE EAST END OF A ROW OF HEDGE, ABOUT 0.25 MILE NORTH OF COUNTY
 TF1579'ROAD 16, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TF1579'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TF1579'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1583 ***********************************************************************
 TF1583  DESIGNATION -  M 5 Z
 TF1583  PID         -  TF1583
 TF1583  STATE/COUNTY-  ND/RENVILLE
 TF1583  USGS QUAD   -  TOLLEY SE (1949)
 TF1583
 TF1583                         *CURRENT SURVEY CONTROL
 TF1583  ___________________________________________________________________
 TF1583* NAD 83(1986)-  48 37 06.     (N)    101 49 08.     (W)     SCALED    
 TF1583* NAVD 88     -       568.732  (meters)    1865.91   (feet)  ADJUSTED  
 TF1583  ___________________________________________________________________
 TF1583  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 TF1583  DYNAMIC HT  -         568.840 (meters)    1866.27  (feet)  COMP
 TF1583  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 TF1583
 TF1583  VERT ORDER  -  SECOND    CLASS 0
 TF1583
 TF1583.The horizontal coordinates were scaled from a topographic map and have
 TF1583.an estimated accuracy of +/- 6 seconds.
 TF1583
 TF1583.The orthometric height was determined by differential leveling
 TF1583.and adjusted by the National Geodetic Survey in June 1991..
 TF1583
 TF1583.The geoid height was determined by GEOID03.
 TF1583
 TF1583.The dynamic height is computed by dividing the NAVD 88
 TF1583.geopotential number by the normal gravity value computed on the
 TF1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1583.degrees latitude (g = 980.6199 gals.).
 TF1583
 TF1583.The modeled gravity was interpolated from observed gravity values.
 TF1583
 TF1583;                    North         East    Units  Estimated Accuracy
 TF1583;SPC ND N     -   180,770.      502,770.      MT  (+/- 180 meters Scaled)
 TF1583
 TF1583                          SUPERSEDED SURVEY CONTROL
 TF1583
 TF1583  NGVD 29 (??/??/92)  568.35   (m)         1864.7    (f) COMPUTED    2 0
 TF1583
 TF1583.Superseded values are not recommended for survey control.
 TF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1583.See file dsdata.txt to determine how the superseded data were derived.
 TF1583
 TF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU922888(NAD 83)
 TF1583_MARKER: DS = TRIANGULATION STATION DISK
 TF1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1583_STAMPING: M 5 Z 1963
 TF1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1583+STABILITY: SURFACE MOTION
 TF1583
 TF1583  HISTORY     - Date     Condition        Report By
 TF1583  HISTORY     - 1963     MONUMENTED       CGS
 TF1583
 TF1583                          STATION DESCRIPTION
 TF1583
 TF1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1583'12.4 MI N FROM DONNYBROOK.
 TF1583'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1583'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1583'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1583'A FIELD ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK ROAD, THENCE 2.15
 TF1583'MILES EAST ALONG COUNTY ROAD 16, 211 FEET SOUTH OF THE CENTER LINE OF
 TF1583'THE ROAD, 81.5 FEET NORTHEAST OF M 5 Z R.M. 1, 63.8 FEET SOUTHEAST OF
 TF1583'M 5 Z R.M. 2, 66.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 TF1583'SCHOOLHOUSE, 3.7 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN
 TF1583'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1585 ***********************************************************************
 TF1585  DESIGNATION -  M 5 Z AZ MK
 TF1585  PID         -  TF1585
 TF1585  STATE/COUNTY-  ND/RENVILLE
 TF1585  USGS QUAD   -  TOLLEY SE (1949)
 TF1585
 TF1585                         *CURRENT SURVEY CONTROL
 TF1585  ___________________________________________________________________
 TF1585* NAD 83(1986)-  48 37 08.     (N)    101 49 45.     (W)     SCALED    
 TF1585* NAVD 88     -       569.248  (meters)    1867.61   (feet)  ADJUSTED  
 TF1585  ___________________________________________________________________
 TF1585  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 TF1585  DYNAMIC HT  -         569.357 (meters)    1867.97  (feet)  COMP
 TF1585  MODELED GRAV-     980,782.8   (mgal)                       NAVD 88
 TF1585
 TF1585  VERT ORDER  -  SECOND    CLASS 0
 TF1585
 TF1585.The horizontal coordinates were scaled from a topographic map and have
 TF1585.an estimated accuracy of +/- 6 seconds.
 TF1585
 TF1585.The orthometric height was determined by differential leveling
 TF1585.and adjusted by the National Geodetic Survey in June 1991..
 TF1585
 TF1585.The geoid height was determined by GEOID03.
 TF1585
 TF1585.The dynamic height is computed by dividing the NAVD 88
 TF1585.geopotential number by the normal gravity value computed on the
 TF1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1585.degrees latitude (g = 980.6199 gals.).
 TF1585
 TF1585.The modeled gravity was interpolated from observed gravity values.
 TF1585
 TF1585;                    North         East    Units  Estimated Accuracy
 TF1585;SPC ND N     -   180,840.      502,010.      MT  (+/- 180 meters Scaled)
 TF1585
 TF1585                          SUPERSEDED SURVEY CONTROL
 TF1585
 TF1585  NGVD 29 (??/??/92)  568.87   (m)         1866.4    (f) COMPUTED    2 0
 TF1585
 TF1585.Superseded values are not recommended for survey control.
 TF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1585.See file dsdata.txt to determine how the superseded data were derived.
 TF1585
 TF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU915889(NAD 83)
 TF1585_MARKER: DZ = AZIMUTH MARK DISK
 TF1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1585_STAMPING: M 5 Z 1963
 TF1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1585+STABILITY: SURFACE MOTION
 TF1585
 TF1585  HISTORY     - Date     Condition        Report By
 TF1585  HISTORY     - 1963     MONUMENTED       CGS
 TF1585
 TF1585                          STATION DESCRIPTION
 TF1585
 TF1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1585'11.95 MI N FROM DONNYBROOK.
 TF1585'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1585'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1585'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1585'A FIELD ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK ROAD, THENCE 1.7
 TF1585'MILE EAST ALONG COUNTY ROAD 16, 250 FEET SOUTH-SOUTHEAST OF A WELL
 TF1585'UNDER A STEEL WINDMILL AT AN OLD FARM SITE, 60 FEET NORTH OF THE
 TF1585'CENTER LINE OF THE ROAD, 75 1/2 FEET WEST OF A POWER POLE, 11 1/2 FEET
 TF1585'SOUTH OF A ROW OF POWER POLES, 1.0 FOOT SOUTHEAST OF A METAL WITNESS
 TF1585'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF1585'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1582 ***********************************************************************
 TF1582  DESIGNATION -  M 5 Z RM 1
 TF1582  PID         -  TF1582
 TF1582  STATE/COUNTY-  ND/RENVILLE
 TF1582  USGS QUAD   -  TOLLEY SE (1949)
 TF1582
 TF1582                         *CURRENT SURVEY CONTROL
 TF1582  ___________________________________________________________________
 TF1582* NAD 83(1986)-  48 37 05.     (N)    101 49 08.     (W)     SCALED    
 TF1582* NAVD 88     -       568.941  (meters)    1866.60   (feet)  ADJUSTED  
 TF1582  ___________________________________________________________________
 TF1582  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 TF1582  DYNAMIC HT  -         569.050 (meters)    1866.96  (feet)  COMP
 TF1582  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 TF1582
 TF1582  VERT ORDER  -  SECOND    CLASS 0
 TF1582
 TF1582.The horizontal coordinates were scaled from a topographic map and have
 TF1582.an estimated accuracy of +/- 6 seconds.
 TF1582
 TF1582.The orthometric height was determined by differential leveling
 TF1582.and adjusted by the National Geodetic Survey in June 1991..
 TF1582
 TF1582.The geoid height was determined by GEOID03.
 TF1582
 TF1582.The dynamic height is computed by dividing the NAVD 88
 TF1582.geopotential number by the normal gravity value computed on the
 TF1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1582.degrees latitude (g = 980.6199 gals.).
 TF1582
 TF1582.The modeled gravity was interpolated from observed gravity values.
 TF1582
 TF1582;                    North         East    Units  Estimated Accuracy
 TF1582;SPC ND N     -   180,740.      502,770.      MT  (+/- 180 meters Scaled)
 TF1582
 TF1582                          SUPERSEDED SURVEY CONTROL
 TF1582
 TF1582  NGVD 29 (??/??/92)  568.56   (m)         1865.4    (f) COMPUTED    2 0
 TF1582
 TF1582.Superseded values are not recommended for survey control.
 TF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1582.See file dsdata.txt to determine how the superseded data were derived.
 TF1582
 TF1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU922888(NAD 83)
 TF1582_MARKER: DR = REFERENCE MARK DISK
 TF1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1582_STAMPING: M 5 Z NO 1 1963
 TF1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1582+STABILITY: SURFACE MOTION
 TF1582
 TF1582  HISTORY     - Date     Condition        Report By
 TF1582  HISTORY     - 1963     MONUMENTED       CGS
 TF1582
 TF1582                          STATION DESCRIPTION
 TF1582
 TF1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1582'12.4 MI N FROM DONNYBROOK.
 TF1582'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1582'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1582'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1582'A FIELD ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK ROAD, THENCE 2.15
 TF1582'MILES EAST ALONG COUNTY ROAD 16, 81.5 FEET SOUTHWEST OF M 5 Z 1963,
 TF1582'91.6 FEET SOUTH OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 2 FEET EAST
 TF1582'OF THE SOUTHEAST CORNER OF A SHED, AND SET IN THE TOP OF A CONCRETE
 TF1582'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1581 ***********************************************************************
 TF1581  DESIGNATION -  M 5 Z RM 2
 TF1581  PID         -  TF1581
 TF1581  STATE/COUNTY-  ND/RENVILLE
 TF1581  USGS QUAD   -  TOLLEY SE (1949)
 TF1581
 TF1581                         *CURRENT SURVEY CONTROL
 TF1581  ___________________________________________________________________
 TF1581* NAD 83(1986)-  48 37 06.     (N)    101 49 08.     (W)     SCALED    
 TF1581* NAVD 88     -       568.967  (meters)    1866.69   (feet)  ADJUSTED  
 TF1581  ___________________________________________________________________
 TF1581  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 TF1581  DYNAMIC HT  -         569.075 (meters)    1867.04  (feet)  COMP
 TF1581  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 TF1581
 TF1581  VERT ORDER  -  SECOND    CLASS 0
 TF1581
 TF1581.The horizontal coordinates were scaled from a topographic map and have
 TF1581.an estimated accuracy of +/- 6 seconds.
 TF1581
 TF1581.The orthometric height was determined by differential leveling
 TF1581.and adjusted by the National Geodetic Survey in June 1991..
 TF1581
 TF1581.The geoid height was determined by GEOID03.
 TF1581
 TF1581.The dynamic height is computed by dividing the NAVD 88
 TF1581.geopotential number by the normal gravity value computed on the
 TF1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1581.degrees latitude (g = 980.6199 gals.).
 TF1581
 TF1581.The modeled gravity was interpolated from observed gravity values.
 TF1581
 TF1581;                    North         East    Units  Estimated Accuracy
 TF1581;SPC ND N     -   180,770.      502,770.      MT  (+/- 180 meters Scaled)
 TF1581
 TF1581                          SUPERSEDED SURVEY CONTROL
 TF1581
 TF1581  NGVD 29 (??/??/92)  568.58   (m)         1865.4    (f) COMPUTED    2 0
 TF1581
 TF1581.Superseded values are not recommended for survey control.
 TF1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1581.See file dsdata.txt to determine how the superseded data were derived.
 TF1581
 TF1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU922888(NAD 83)
 TF1581_MARKER: DR = REFERENCE MARK DISK
 TF1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1581_STAMPING: M 5 Z NO 2 1963
 TF1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1581+STABILITY: SURFACE MOTION
 TF1581
 TF1581  HISTORY     - Date     Condition        Report By
 TF1581  HISTORY     - 1963     MONUMENTED       CGS
 TF1581
 TF1581                          STATION DESCRIPTION
 TF1581
 TF1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1581'12.4 MI N FROM DONNYBROOK.
 TF1581'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1581'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1581'THENCE 3.0 MILES NORTH ALONG COUNTY ROAD 7, THENCE 1.0 MILE WEST ALONG
 TF1581'A FIELD ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK ROAD, THENCE 2.15
 TF1581'MILES EAST ALONG COUNTY ROAD 16, 157 FEET SOUTH OF THE CENTER LINE OF
 TF1581'THE ROAD, 63.8 FEET NORTHWEST OF M 5 Z 1963, 2.4 FEET SOUTHEAST OF THE
 TF1581'SOUTHEAST CORNER OF A SCHOOLHOUSE, AND SET IN THE TOP OF A CONCRETE
 TF1581'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0478 ***********************************************************************
 SL0478  DESIGNATION -  M 50
 SL0478  PID         -  SL0478
 SL0478  STATE/COUNTY-  ND/CASS
 SL0478  USGS QUAD   -  HUNTER (1967)
 SL0478
 SL0478                         *CURRENT SURVEY CONTROL
 SL0478  ___________________________________________________________________
 SL0478* NAD 83(1986)-  47 13 26.     (N)    097 13 04.     (W)     SCALED    
 SL0478* NAVD 88     -       291.128  (meters)     955.14   (feet)  ADJUSTED  
 SL0478  ___________________________________________________________________
 SL0478  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 SL0478  DYNAMIC HT  -         291.164 (meters)     955.26  (feet)  COMP
 SL0478  MODELED GRAV-     980,727.4   (mgal)                       NAVD 88
 SL0478
 SL0478  VERT ORDER  -  SECOND    CLASS 0
 SL0478
 SL0478.The horizontal coordinates were scaled from a topographic map and have
 SL0478.an estimated accuracy of +/- 6 seconds.
 SL0478
 SL0478.The orthometric height was determined by differential leveling
 SL0478.and adjusted by the National Geodetic Survey in June 1991..
 SL0478
 SL0478.The geoid height was determined by GEOID03.
 SL0478
 SL0478.The dynamic height is computed by dividing the NAVD 88
 SL0478.geopotential number by the normal gravity value computed on the
 SL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0478.degrees latitude (g = 980.6199 gals.).
 SL0478
 SL0478.The modeled gravity was interpolated from observed gravity values.
 SL0478
 SL0478;                    North         East    Units  Estimated Accuracy
 SL0478;SPC ND S     -   178,290.      848,510.      MT  (+/- 180 meters Scaled)
 SL0478
 SL0478                          SUPERSEDED SURVEY CONTROL
 SL0478
 SL0478  NGVD 29 (??/??/92)  290.791  (m)          954.04   (f) ADJ UNCH    2 0
 SL0478
 SL0478.Superseded values are not recommended for survey control.
 SL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0478.See file dsdata.txt to determine how the superseded data were derived.
 SL0478
 SL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT349315(NAD 83)
 SL0478_MARKER: DB = BENCH MARK DISK
 SL0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0478_STAMPING: M-50 -- 1934
 SL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0478+STABILITY: SURFACE MOTION
 SL0478
 SL0478  HISTORY     - Date     Condition        Report By
 SL0478  HISTORY     - 1934     MONUMENTED       CGS
 SL0478  HISTORY     - 1967     GOOD             USAF
 SL0478
 SL0478                          STATION DESCRIPTION
 SL0478
 SL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0478'2.3 MI N FROM HUNTER.
 SL0478'2.3 MILES NORTH OF THE RAILWAY STATION.  0.3 OF MILE NORTH OF MILE
 SL0478'POST NO. 77.  46 YDS. EAST OF CENTERLINE OF STATE HY. NO. 18.  47 FT.
 SL0478'SOUTH OF CENTERLINE OF A GRADED COUNTY ROAD THAT CROSSES TRACK.  46.7
 SL0478'FT. EAST OF EAST RAIL OF TRACK.  15 FT. SOUTH OF CORNER POST OF R/W
 SL0478'FENCE.  1 FT. WEST OF R/W FENCE.  3 FT. NORTH OF NORTHEAST CORNER OF A
 SL0478'LARGE CONCRETE BLOCK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6
 SL0478'IN. HIGH.  NOTE-- RIGHT-OF-WAY FENCE AND CORNER POST HAVE BEEN
 SL0478'REMOVED.  N.D. HWY 18 HAS BEEN RELOCATED AND IS NOW EAST OF THE RAIL
 SL0478'WAY.  THE FORMER HIGHWAY IS NOW A LITTLE USED COUNTY ROAD.
 SL0478
 SL0478                          STATION RECOVERY (1967)
 SL0478
 SL0478'RECOVERY NOTE BY US AIR FORCE 1967
 SL0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0734 ***********************************************************************
 RR0734  DESIGNATION -  M 501
 RR0734  PID         -  RR0734
 RR0734  STATE/COUNTY-  ND/MORTON
 RR0734  USGS QUAD   -  ALMONT EAST (1980)
 RR0734
 RR0734                         *CURRENT SURVEY CONTROL
 RR0734  ___________________________________________________________________
 RR0734* NAD 83(1986)-  46 38 20.     (N)    101 23 35.     (W)     SCALED    
 RR0734* NAVD 88     -       568.333  (meters)    1864.61   (feet)  ADJUSTED  
 RR0734  ___________________________________________________________________
 RR0734  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 RR0734  DYNAMIC HT  -         568.327 (meters)    1864.59  (feet)  COMP
 RR0734  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 RR0734
 RR0734  VERT ORDER  -  FIRST     CLASS II
 RR0734
 RR0734.The horizontal coordinates were scaled from a topographic map and have
 RR0734.an estimated accuracy of +/- 6 seconds.
 RR0734
 RR0734.The orthometric height was determined by differential leveling
 RR0734.and adjusted by the National Geodetic Survey in June 1991..
 RR0734
 RR0734.The geoid height was determined by GEOID03.
 RR0734
 RR0734.The dynamic height is computed by dividing the NAVD 88
 RR0734.geopotential number by the normal gravity value computed on the
 RR0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0734.degrees latitude (g = 980.6199 gals.).
 RR0734
 RR0734.The modeled gravity was interpolated from observed gravity values.
 RR0734
 RR0734;                    North         East    Units  Estimated Accuracy
 RR0734;SPC ND S     -   108,460.      531,630.      MT  (+/- 180 meters Scaled)
 RR0734
 RR0734                          SUPERSEDED SURVEY CONTROL
 RR0734
 RR0734.No superseded survey control is available for this station.
 RR0734
 RR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS168678(NAD 83)
 RR0734_MARKER: I = METAL ROD
 RR0734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0734_SP_SET: STAINLESS STEEL ROD
 RR0734_STAMPING: M 501 1985
 RR0734_MARK LOGO: NGS   
 RR0734_PROJECTION: FLUSH
 RR0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0734_ROD/PIPE-DEPTH: 7.3  meters
 RR0734
 RR0734  HISTORY     - Date     Condition        Report By
 RR0734  HISTORY     - 1985     MONUMENTED       NGS
 RR0734
 RR0734                          STATION DESCRIPTION
 RR0734
 RR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0734'26.4 KM (16.4 MI) SOUTH FROM NEW SALEM.
 RR0734'24.5 KM (15.2 MI) SOUTH ALONG COUNTY ROUTE 85 FROM THE JUNCTION OF
 RR0734'COUNTY ROUTE 139 IN NEW SALEM, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A
 RR0734'GRAVEL ROAD, AT AN OFFSET IN THE RIGHT-OF-WAY FENCE, 0.96 KM (0.6 MI)
 RR0734'NORTH-NORTHWEST OF THE MORTON-GRANT COUNTY LINE, 12.8 METERS (42 FT)
 RR0734'WEST-SOUTHWEST OF THE CENTER OF THE ROAD, 11.0 METERS (36 FT)
 RR0734'NORTH-NORTHWEST OF A FENCE CORNER, 15.2 METERS (50 FT) NORTH-NORTHWEST
 RR0734'OF THE CENTER OF A FIELD ACCESS ROAD LEADING WEST-NORTHWEST, 0.3 METER
 RR0734'(1 FT) EAST-NORTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 RR0734'THROUGH A 5-INCH LOGO CAP.
 RR0734'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RR0734'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0758 ***********************************************************************
 RR0758  DESIGNATION -  M 502
 RR0758  PID         -  RR0758
 RR0758  STATE/COUNTY-  ND/GRANT
 RR0758  USGS QUAD   -  BELL COULEE EAST (1980)
 RR0758
 RR0758                         *CURRENT SURVEY CONTROL
 RR0758  ___________________________________________________________________
 RR0758* NAD 83(1986)-  46 07 58.     (N)    101 20 01.     (W)     SCALED    
 RR0758* NAVD 88     -       579.808  (meters)    1902.25   (feet)  ADJUSTED  
 RR0758  ___________________________________________________________________
 RR0758  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 RR0758  DYNAMIC HT  -         579.774 (meters)    1902.14  (feet)  COMP
 RR0758  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 RR0758
 RR0758  VERT ORDER  -  FIRST     CLASS II
 RR0758
 RR0758.The horizontal coordinates were scaled from a topographic map and have
 RR0758.an estimated accuracy of +/- 6 seconds.
 RR0758
 RR0758.The orthometric height was determined by differential leveling
 RR0758.and adjusted by the National Geodetic Survey in June 1991..
 RR0758
 RR0758.The geoid height was determined by GEOID03.
 RR0758
 RR0758.The dynamic height is computed by dividing the NAVD 88
 RR0758.geopotential number by the normal gravity value computed on the
 RR0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0758.degrees latitude (g = 980.6199 gals.).
 RR0758
 RR0758.The modeled gravity was interpolated from observed gravity values.
 RR0758
 RR0758;                    North         East    Units  Estimated Accuracy
 RR0758;SPC ND S     -    52,150.      535,580.      MT  (+/- 180 meters Scaled)
 RR0758
 RR0758                          SUPERSEDED SURVEY CONTROL
 RR0758
 RR0758.No superseded survey control is available for this station.
 RR0758
 RR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS197114(NAD 83)
 RR0758_MARKER: I = METAL ROD
 RR0758_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0758_SP_SET: STAINLESS STEEL ROD
 RR0758_STAMPING: M 502 1985
 RR0758_MARK LOGO: NGS   
 RR0758_PROJECTION: FLUSH
 RR0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0758_ROD/PIPE-DEPTH: 15.6 meters
 RR0758
 RR0758  HISTORY     - Date     Condition        Report By
 RR0758  HISTORY     - 1985     MONUMENTED       NGS
 RR0758
 RR0758                          STATION DESCRIPTION
 RR0758
 RR0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0758'26.1 KM (16.2 MI) SOUTH FROM RALEIGH.
 RR0758'26.1 KM (16.2 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0758'STREET AT RALEIGH, 0.64 KM (0.4 MI) NORTH OF A BRIDGE OVER THE
 RR0758'CANNONBALL RIVER, 31.0 METERS (101.6 FT) WEST OF THE HIGHWAY
 RR0758'CENTERLINE, 32.3 METERS (106 FT) NORTH OF THE CENTER OF A WIRE GATE,
 RR0758'1.0 METER (3.3 FT) SOUTH OF A CONCRETE RIGHT-OF-WAY POST AND 0.3 METER
 RR0758'(1 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 RR0758'HAD THROUGH A 5-INCH LOGO CAP.
 RR0758'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RR0758'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1191 ***********************************************************************
 RP1191  DESIGNATION -  M 504
 RP1191  PID         -  RP1191
 RP1191  STATE/COUNTY-  ND/RICHLAND
 RP1191  USGS QUAD   -  SONORA (1972)
 RP1191
 RP1191                         *CURRENT SURVEY CONTROL
 RP1191  ___________________________________________________________________
 RP1191* NAD 83(1986)-  46 03 06.     (N)    096 41 23.     (W)     SCALED    
 RP1191* NAVD 88     -       300.909  (meters)     987.23   (feet)  ADJUSTED  
 RP1191  ___________________________________________________________________
 RP1191  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP1191  DYNAMIC HT  -         300.910 (meters)     987.24  (feet)  COMP
 RP1191  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 RP1191
 RP1191  VERT ORDER  -  FIRST     CLASS II
 RP1191
 RP1191.The horizontal coordinates were scaled from a topographic map and have
 RP1191.an estimated accuracy of +/- 6 seconds.
 RP1191
 RP1191.The orthometric height was determined by differential leveling
 RP1191.and adjusted by the National Geodetic Survey in June 1991..
 RP1191
 RP1191.The geoid height was determined by GEOID03.
 RP1191
 RP1191.The dynamic height is computed by dividing the NAVD 88
 RP1191.geopotential number by the normal gravity value computed on the
 RP1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1191.degrees latitude (g = 980.6199 gals.).
 RP1191
 RP1191.The modeled gravity was interpolated from observed gravity values.
 RP1191
 RP1191;                    North         East    Units  Estimated Accuracy
 RP1191;SPC ND S     -    49,950.      894,780.      MT  (+/- 180 meters Scaled)
 RP1191
 RP1191                          SUPERSEDED SURVEY CONTROL
 RP1191
 RP1191.No superseded survey control is available for this station.
 RP1191
 RP1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS787023(NAD 83)
 RP1191_MARKER: I = METAL ROD
 RP1191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1191_SP_SET: STAINLESS STEEL ROD
 RP1191_STAMPING: M 504 1990
 RP1191_MARK LOGO: NGS   
 RP1191_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1191_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1191+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1191_ROD/PIPE-DEPTH: 8.6  meters
 RP1191
 RP1191  HISTORY     - Date     Condition        Report By
 RP1191  HISTORY     - 1990     MONUMENTED       NGS
 RP1191
 RP1191                          STATION DESCRIPTION
 RP1191
 RP1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1191'5.7 KM (3.5 MI) WESTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1191'STATE HIGHWAY 127 IN FAIRMOUNT, 24.7 M (81.0 FT) NORTH OF THE HIGHWAY
 RP1191'CENTERLINE, 16.7 M (54.8 FT) EAST OF THE NEAR RAIL OF THE SOO LINE
 RP1191'RAILROAD, 2.7 M (8.9 FT) EAST OF UTILITY POLE NUMBER 75, 0.4 M (1.3
 RP1191'FT) SOUTH OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 RP1191'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RP1191'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1150 ***********************************************************************
 RP1150  DESIGNATION -  M 506
 RP1150  PID         -  RP1150
 RP1150  STATE/COUNTY-  ND/CASS
 RP1150  USGS QUAD   -  HICKSON (1979)
 RP1150
 RP1150                         *CURRENT SURVEY CONTROL
 RP1150  ___________________________________________________________________
 RP1150* NAD 83(1986)-  46 40 09.     (N)    096 48 37.     (W)     SCALED    
 RP1150* NAVD 88     -       279.789  (meters)     917.94   (feet)  ADJUSTED  
 RP1150  ___________________________________________________________________
 RP1150  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RP1150  DYNAMIC HT  -         279.811 (meters)     918.01  (feet)  COMP
 RP1150  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 RP1150
 RP1150  VERT ORDER  -  FIRST     CLASS II
 RP1150
 RP1150.The horizontal coordinates were scaled from a topographic map and have
 RP1150.an estimated accuracy of +/- 6 seconds.
 RP1150
 RP1150.The orthometric height was determined by differential leveling
 RP1150.and adjusted by the National Geodetic Survey in June 1991..
 RP1150
 RP1150.The geoid height was determined by GEOID03.
 RP1150
 RP1150.The dynamic height is computed by dividing the NAVD 88
 RP1150.geopotential number by the normal gravity value computed on the
 RP1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1150.degrees latitude (g = 980.6199 gals.).
 RP1150
 RP1150.The modeled gravity was interpolated from observed gravity values.
 RP1150
 RP1150;                    North         East    Units  Estimated Accuracy
 RP1150;SPC ND S     -   118,060.      882,230.      MT  (+/- 180 meters Scaled)
 RP1150
 RP1150                          SUPERSEDED SURVEY CONTROL
 RP1150
 RP1150.No superseded survey control is available for this station.
 RP1150
 RP1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS674707(NAD 83)
 RP1150_MARKER: F = FLANGE-ENCASED ROD
 RP1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1150_SP_SET: STAINLESS STEEL ROD
 RP1150_STAMPING: M 506 1990
 RP1150_MARK LOGO: NGS   
 RP1150_PROJECTION: FLUSH
 RP1150_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1150+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 RP1150_ROD/PIPE-DEPTH: 9.7  meters
 RP1150
 RP1150  HISTORY     - Date     Condition        Report By
 RP1150  HISTORY     - 1990     MONUMENTED       NGS
 RP1150  HISTORY     - 19950619 GOOD             MNDT
 RP1150
 RP1150                          STATION DESCRIPTION
 RP1150
 RP1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1150'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1150'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1150'THENCE 14.7 KM (9.1 MI) SOUTHERLY ALONG COUNTY ROAD 81, THENCE 0.4 KM
 RP1150'(0.2 MI) SOUTHERLY ALONG COUNTY ROAD 25, 23.6 M (77.4 FT) NORTH OF
 RP1150'THE SOUTHEAST CORNER OF THE HICKSON COMMUNITY CENTER, 11.8 M (38.7
 RP1150'FT) EAST OF AND LEVEL WITH THE ROAD CENTER, 10.5 M (34.4 FT) SOUTH OF
 RP1150'THE NORTHEAST CORNER OF THE CENTER, 2.6 M (8.5 FT) EAST OF THE EAST
 RP1150'FACE OF THE CENTER, AND 2.2 M (7.2 FT) NORTH OF A FLAG POLE.
 RP1150'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RP1150
 RP1150                          STATION RECOVERY (1995)
 RP1150
 RP1150'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RP1150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0376 ***********************************************************************
 SM0376  DESIGNATION -  M 53
 SM0376  PID         -  SM0376
 SM0376  STATE/COUNTY-  ND/GRIGGS
 SM0376  USGS QUAD   -  HANNAFORD (1961)
 SM0376
 SM0376                         *CURRENT SURVEY CONTROL
 SM0376  ___________________________________________________________________
 SM0376* NAD 83(1986)-  47 22 13.     (N)    098 09 08.     (W)     SCALED    
 SM0376* NAVD 88     -       435.582  (meters)    1429.07   (feet)  ADJUSTED  
 SM0376  ___________________________________________________________________
 SM0376  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 SM0376  DYNAMIC HT  -         435.623 (meters)    1429.21  (feet)  COMP
 SM0376  MODELED GRAV-     980,694.9   (mgal)                       NAVD 88
 SM0376
 SM0376  VERT ORDER  -  SECOND    CLASS 0
 SM0376
 SM0376.The horizontal coordinates were scaled from a topographic map and have
 SM0376.an estimated accuracy of +/- 6 seconds.
 SM0376
 SM0376.The orthometric height was determined by differential leveling
 SM0376.and adjusted by the National Geodetic Survey in June 1991..
 SM0376
 SM0376.The geoid height was determined by GEOID03.
 SM0376
 SM0376.The dynamic height is computed by dividing the NAVD 88
 SM0376.geopotential number by the normal gravity value computed on the
 SM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0376.degrees latitude (g = 980.6199 gals.).
 SM0376
 SM0376.The modeled gravity was interpolated from observed gravity values.
 SM0376
 SM0376;                    North         East    Units  Estimated Accuracy
 SM0376;SPC ND N     -    43,870.      777,300.      MT  (+/- 180 meters Scaled)
 SM0376
 SM0376                          SUPERSEDED SURVEY CONTROL
 SM0376
 SM0376  NGVD 29 (??/??/92)  435.227  (m)         1427.91   (f) ADJ UNCH    2 0
 SM0376
 SM0376.Superseded values are not recommended for survey control.
 SM0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0376.See file dsdata.txt to determine how the superseded data were derived.
 SM0376
 SM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT640466(NAD 83)
 SM0376_MARKER: DB = BENCH MARK DISK
 SM0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0376_STAMPING: M 53 1934
 SM0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0376+STABILITY: SURFACE MOTION
 SM0376
 SM0376  HISTORY     - Date     Condition        Report By
 SM0376  HISTORY     - 1934     MONUMENTED       CGS
 SM0376  HISTORY     - 1963     GOOD             NGS
 SM0376
 SM0376                          STATION DESCRIPTION
 SM0376
 SM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0376'4.7 MI NE FROM HANNAFORD.
 SM0376'ABOUT 4.7 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0376'CROSSING OF THE NORTHERN PACIFIC AND GREAT NORTHERN RAILWAYS AT
 SM0376'HANNAFORD, OR ABOUT 5.35 MILES SOUTH ALONG THE NORTHERN PACIFIC
 SM0376'RAILWAY FROM THE STATION AT COOPERSTOWN, IN SECTION 14, T 145 N, R 59
 SM0376'W, 200 FEET NORTHEAST OF A ROAD CROSSING, 0.1 MILE SOUTHWEST OF
 SM0376'MILEPOST 31, 23 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 1/2 FEET
 SM0376'SOUTHWEST OF A TELEPHONE POLE, 0.9 FOOT NORTHWEST OF A METAL WITNESS
 SM0376'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 SM0376'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0043 ***********************************************************************
 SM0043  DESIGNATION -  M 54
 SM0043  PID         -  SM0043
 SM0043  STATE/COUNTY-  ND/NELSON
 SM0043  USGS QUAD   -  PEKIN (1951)
 SM0043
 SM0043                         *CURRENT SURVEY CONTROL
 SM0043  ___________________________________________________________________
 SM0043* NAD 83(1986)-  47 47 05.     (N)    098 18 42.     (W)     SCALED    
 SM0043* NAVD 88     -       442.706  (meters)    1452.44   (feet)  ADJUSTED  
 SM0043  ___________________________________________________________________
 SM0043  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SM0043  DYNAMIC HT  -         442.780 (meters)    1452.69  (feet)  COMP
 SM0043  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 SM0043
 SM0043  VERT ORDER  -  SECOND    CLASS 0
 SM0043
 SM0043.The horizontal coordinates were scaled from a topographic map and have
 SM0043.an estimated accuracy of +/- 6 seconds.
 SM0043
 SM0043.The orthometric height was determined by differential leveling
 SM0043.and adjusted by the National Geodetic Survey in June 1991..
 SM0043
 SM0043.The geoid height was determined by GEOID03.
 SM0043
 SM0043.The dynamic height is computed by dividing the NAVD 88
 SM0043.geopotential number by the normal gravity value computed on the
 SM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0043.degrees latitude (g = 980.6199 gals.).
 SM0043
 SM0043.The modeled gravity was interpolated from observed gravity values.
 SM0043
 SM0043;                    North         East    Units  Estimated Accuracy
 SM0043;SPC ND N     -    89,580.      763,950.      MT  (+/- 180 meters Scaled)
 SM0043
 SM0043                          SUPERSEDED SURVEY CONTROL
 SM0043
 SM0043  NGVD 29 (??/??/92)  442.35   (m)         1451.3    (f) COMPUTED    2 0
 SM0043
 SM0043.Superseded values are not recommended for survey control.
 SM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0043.See file dsdata.txt to determine how the superseded data were derived.
 SM0043
 SM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT515926(NAD 83)
 SM0043_MARKER: DB = BENCH MARK DISK
 SM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0043_STAMPING: M 54 1934
 SM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0043+STABILITY: SURFACE MOTION
 SM0043
 SM0043  HISTORY     - Date     Condition        Report By
 SM0043  HISTORY     - 1934     MONUMENTED       CGS
 SM0043  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0043
 SM0043                          STATION DESCRIPTION
 SM0043
 SM0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0043'0.8 MI SE FROM PEKIN.
 SM0043'0.8 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0043'AT PEKIN, NELSON COUNTY, IN SECTION 26, T 150 N, R 60 W, 64.1 FEET
 SM0043'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 1, 29.5 FEET EAST OF THE
 SM0043'CENTERLINE OF THE HIGHWAY, 42.8 FEET SOUTH OF THE CENTERLINE OF THE
 SM0043'TRACK, 4 FEET EAST OF A NORTHWEST FENCE CORNER, AND 1.4 FEET NORTH OF
 SM0043'THE EAST-AND-WEST BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED M 54
 SM0043'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 SM0043'GROUND.  NOTE-- ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0351 ***********************************************************************
 TE0351  DESIGNATION -  M 55
 TE0351  PID         -  TE0351
 TE0351  STATE/COUNTY-  ND/RAMSEY
 TE0351  USGS QUAD   -  LAWTON (1972)
 TE0351
 TE0351                         *CURRENT SURVEY CONTROL
 TE0351  ___________________________________________________________________
 TE0351* NAD 83(1986)-  48 16 55.     (N)    098 21 36.     (W)     SCALED    
 TE0351* NAVD 88     -       463.371  (meters)    1520.24   (feet)  ADJUSTED  
 TE0351  ___________________________________________________________________
 TE0351  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0351  DYNAMIC HT  -         463.460 (meters)    1520.54  (feet)  COMP
 TE0351  MODELED GRAV-     980,787.5   (mgal)                       NAVD 88
 TE0351
 TE0351  VERT ORDER  -  SECOND    CLASS 0
 TE0351
 TE0351.The horizontal coordinates were scaled from a topographic map and have
 TE0351.an estimated accuracy of +/- 6 seconds.
 TE0351
 TE0351.The orthometric height was determined by differential leveling
 TE0351.and adjusted by the National Geodetic Survey in June 1991..
 TE0351
 TE0351.The geoid height was determined by GEOID03.
 TE0351
 TE0351.The dynamic height is computed by dividing the NAVD 88
 TE0351.geopotential number by the normal gravity value computed on the
 TE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0351.degrees latitude (g = 980.6199 gals.).
 TE0351
 TE0351.The modeled gravity was interpolated from observed gravity values.
 TE0351
 TE0351;                    North         East    Units  Estimated Accuracy
 TE0351;SPC ND N     -   144,740.      758,800.      MT  (+/- 180 meters Scaled)
 TE0351
 TE0351                          SUPERSEDED SURVEY CONTROL
 TE0351
 TE0351  NGVD 29 (??/??/92)  463.00   (m)         1519.0    (f) COMPUTED    2 0
 TE0351
 TE0351.Superseded values are not recommended for survey control.
 TE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0351.See file dsdata.txt to determine how the superseded data were derived.
 TE0351
 TE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU474478(NAD 83)
 TE0351_MARKER: DB = BENCH MARK DISK
 TE0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0351_STAMPING: M 55 1934
 TE0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0351+STABILITY: SURFACE MOTION
 TE0351
 TE0351  HISTORY     - Date     Condition        Report By
 TE0351  HISTORY     - 1934     MONUMENTED       CGS
 TE0351  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0351
 TE0351                          STATION DESCRIPTION
 TE0351
 TE0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0351'1.7 MI S FROM LAWTON.
 TE0351'1.7 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0351'AT LAWTON, RAMSEY COUNTY, AT A ROAD CROSSING, 38 FEET NORTH OF THE
 TE0351'CENTERLINE OF THE ROAD, AND 36 FEET EAST OF THE EAST RAIL.  A STANDARD
 TE0351'DISK, STAMPED M 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0351'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0950 ***********************************************************************
 TE0950  DESIGNATION -  M 56
 TE0950  PID         -  TE0950
 TE0950  STATE/COUNTY-  ND/CAVALIER
 TE0950  USGS QUAD   -  MUNICH (1970)
 TE0950
 TE0950                         *CURRENT SURVEY CONTROL
 TE0950  ___________________________________________________________________
 TE0950* NAD 83(1986)-  48 42 10.     (N)    098 51 22.     (W)     SCALED    
 TE0950* NAVD 88     -       489.385  (meters)    1605.59   (feet)  ADJUSTED  
 TE0950  ___________________________________________________________________
 TE0950  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 TE0950  DYNAMIC HT  -         489.491 (meters)    1605.94  (feet)  COMP
 TE0950  MODELED GRAV-     980,809.8   (mgal)                       NAVD 88
 TE0950
 TE0950  VERT ORDER  -  SECOND    CLASS 0
 TE0950
 TE0950.The horizontal coordinates were scaled from a topographic map and have
 TE0950.an estimated accuracy of +/- 6 seconds.
 TE0950
 TE0950.The orthometric height was determined by differential leveling
 TE0950.and adjusted by the National Geodetic Survey in June 1991..
 TE0950
 TE0950.The geoid height was determined by GEOID03.
 TE0950
 TE0950.The dynamic height is computed by dividing the NAVD 88
 TE0950.geopotential number by the normal gravity value computed on the
 TE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0950.degrees latitude (g = 980.6199 gals.).
 TE0950
 TE0950.The modeled gravity was interpolated from observed gravity values.
 TE0950
 TE0950;                    North         East    Units  Estimated Accuracy
 TE0950;SPC ND N     -   190,620.      720,990.      MT  (+/- 180 meters Scaled)
 TE0950
 TE0950                          SUPERSEDED SURVEY CONTROL
 TE0950
 TE0950  NGVD 29 (??/??/92)  488.978  (m)         1604.26   (f) ADJ UNCH    2 0
 TE0950
 TE0950.Superseded values are not recommended for survey control.
 TE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0950.See file dsdata.txt to determine how the superseded data were derived.
 TE0950
 TE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU105944(NAD 83)
 TE0950_MARKER: DB = BENCH MARK DISK
 TE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0950_STAMPING: M 56 1934
 TE0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0950+STABILITY: SURFACE MOTION
 TE0950
 TE0950  HISTORY     - Date     Condition        Report By
 TE0950  HISTORY     - 1934     MONUMENTED       CGS
 TE0950  HISTORY     - 1969     MARK NOT FOUND   USGS
 TE0950
 TE0950                          STATION DESCRIPTION
 TE0950
 TE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0950'2.4 MI NW FROM MUNICH.
 TE0950'2.4 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0950'AT MUNICH, CAVALIER COUNTY, AT THE CROSSING OF A DIRT ROAD, 65 FEET
 TE0950'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 40.8 FEET NORTHEAST OF THE
 TE0950'EAST RAIL, AND 9.3 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 TE0950'M 56 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 TE0950'ABOVE GROUND.
 TE0950
 TE0950                          STATION RECOVERY (1969)
 TE0950
 TE0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE0950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0348 ***********************************************************************
 TD0348  DESIGNATION -  M 57
 TD0348  PID         -  TD0348
 TD0348  STATE/COUNTY-  ND/GRAND FORKS
 TD0348  USGS QUAD   -  MANVEL (1973)
 TD0348
 TD0348                         *CURRENT SURVEY CONTROL
 TD0348  ___________________________________________________________________
 TD0348* NAD 83(1986)-  48 03 48.     (N)    097 09 51.     (W)     SCALED    
 TD0348* NAVD 88     -       250.772  (meters)     822.74   (feet)  ADJUSTED  
 TD0348  ___________________________________________________________________
 TD0348  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 TD0348  DYNAMIC HT  -         250.820 (meters)     822.90  (feet)  COMP
 TD0348  MODELED GRAV-     980,797.6   (mgal)                       NAVD 88
 TD0348
 TD0348  VERT ORDER  -  SECOND    CLASS 0
 TD0348
 TD0348.The horizontal coordinates were scaled from a topographic map and have
 TD0348.an estimated accuracy of +/- 6 seconds.
 TD0348
 TD0348.The orthometric height was determined by differential leveling
 TD0348.and adjusted by the National Geodetic Survey in June 1991..
 TD0348
 TD0348.The geoid height was determined by GEOID03.
 TD0348
 TD0348.The dynamic height is computed by dividing the NAVD 88
 TD0348.geopotential number by the normal gravity value computed on the
 TD0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0348.degrees latitude (g = 980.6199 gals.).
 TD0348
 TD0348.The modeled gravity was interpolated from observed gravity values.
 TD0348
 TD0348;                    North         East    Units  Estimated Accuracy
 TD0348;SPC ND N     -   123,610.      848,540.      MT  (+/- 180 meters Scaled)
 TD0348
 TD0348                          SUPERSEDED SURVEY CONTROL
 TD0348
 TD0348  NGVD 29 (??/??/92)  250.44   (m)          821.7    (f) COMPUTED    2 0
 TD0348
 TD0348.Superseded values are not recommended for survey control.
 TD0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0348.See file dsdata.txt to determine how the superseded data were derived.
 TD0348
 TD0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU367249(NAD 83)
 TD0348_MARKER: DB = BENCH MARK DISK
 TD0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0348_STAMPING: M-57 -- 1934
 TD0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0348+STABILITY: SURFACE MOTION
 TD0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0348+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 TD0348
 TD0348  HISTORY     - Date     Condition        Report By
 TD0348  HISTORY     - 1934     MONUMENTED       CGS
 TD0348  HISTORY     - 1968     GOOD             USAF
 TD0348  HISTORY     - 20060131 GOOD             CPSLTD
 TD0348
 TD0348                          STATION DESCRIPTION
 TD0348
 TD0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0348'0.9 MI S FROM MANVEL.
 TD0348'0.9 OF MILE SOUTH OF THE G.N.R. STATION AT MANVEL.  72 FT. NORTH OF
 TD0348'THE INTERSECTION OF THE CENTERLINES OF A GRADED COUNTY ROAD AND THE
 TD0348'TRACK.  52 FT. WEST OF CENTERLINE OF U.S. HY. 81.  29.2 FT. EAST OF
 TD0348'EAST RAIL OF TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE POST 8 IN.
 TD0348'HIGH.
 TD0348
 TD0348                          STATION RECOVERY (1968)
 TD0348
 TD0348'RECOVERY NOTE BY US AIR FORCE 1968
 TD0348'RECOVERED IN GOOD CONDITION.
 TD0348
 TD0348                          STATION RECOVERY (2006)
 TD0348
 TD0348'RECOVERY NOTE BY CPS LTD 2006 (PMK)
 TD0348'RECOVERED AS DECRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0282 ***********************************************************************
 TD0282  DESIGNATION -  M 58
 TD0282  PID         -  TD0282
 TD0282  STATE/COUNTY-  ND/WALSH
 TD0282  USGS QUAD   -  DRAYTON (1979)
 TD0282
 TD0282                         *CURRENT SURVEY CONTROL
 TD0282  ___________________________________________________________________
 TD0282* NAD 83(1986)-  48 30 50.     (N)    097 13 40.     (W)     SCALED    
 TD0282* NAVD 88     -       245.692  (meters)     806.07   (feet)  ADJUSTED  
 TD0282  ___________________________________________________________________
 TD0282  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 TD0282  DYNAMIC HT  -         245.754 (meters)     806.28  (feet)  COMP
 TD0282  MODELED GRAV-     980,858.1   (mgal)                       NAVD 88
 TD0282
 TD0282  VERT ORDER  -  SECOND    CLASS 0
 TD0282
 TD0282.The horizontal coordinates were scaled from a topographic map and have
 TD0282.an estimated accuracy of +/- 6 seconds.
 TD0282
 TD0282.The orthometric height was determined by differential leveling
 TD0282.and adjusted by the National Geodetic Survey in June 1991..
 TD0282
 TD0282.The geoid height was determined by GEOID03.
 TD0282
 TD0282.The dynamic height is computed by dividing the NAVD 88
 TD0282.geopotential number by the normal gravity value computed on the
 TD0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0282.degrees latitude (g = 980.6199 gals.).
 TD0282
 TD0282.The modeled gravity was interpolated from observed gravity values.
 TD0282
 TD0282;                    North         East    Units  Estimated Accuracy
 TD0282;SPC ND N     -   173,460.      841,670.      MT  (+/- 180 meters Scaled)
 TD0282
 TD0282                          SUPERSEDED SURVEY CONTROL
 TD0282
 TD0282.No superseded survey control is available for this station.
 TD0282
 TD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU308749(NAD 83)
 TD0282_MARKER: DB = BENCH MARK DISK
 TD0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0282_STAMPING: M-58--1934
 TD0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0282+STABILITY: SURFACE MOTION
 TD0282
 TD0282  HISTORY     - Date     Condition        Report By
 TD0282  HISTORY     - 1934     MONUMENTED       CGS
 TD0282  HISTORY     - 1944     GOOD             NGS
 TD0282
 TD0282                          STATION DESCRIPTION
 TD0282
 TD0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0282'4.6 MI SW FROM DRAYTON.
 TD0282'4.6 MILES SOUTHWEST OF THE N.P.R. STATION AT DRAYTON.  0.5 OF MILE
 TD0282'NORTHEAST OF HERRICK.  264 FT. NORTHEAST OF MILE POST NO. 156.  192
 TD0282'FT. NORTHEAST OF CENTERLINE OF GRADE CROSSING OF A SECTION ROAD.  62
 TD0282'FT. NORTH OF CENTERLINE OF SECTION ROAD.  45.5 FT. SOUTHEAST OF SOUTH
 TD0282'RAIL OF TRACK 2.5 FT. NORTHWEST OF R/W FENCE.  STANDARD TABLET SET IN
 TD0282'TOP OF CONCRETE POST 6 IN. HIGH.
 TD0282
 TD0282                          STATION RECOVERY (1944)
 TD0282
 TD0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 TD0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0372 ***********************************************************************
 TD0372  DESIGNATION -  M 59
 TD0372  PID         -  TD0372
 TD0372  STATE/COUNTY-  ND/WALSH
 TD0372  USGS QUAD   -  NASH (1963)
 TD0372
 TD0372                         *CURRENT SURVEY CONTROL
 TD0372  ___________________________________________________________________
 TD0372* NAD 83(1986)-  48 24 45.     (N)    097 34 23.     (W)     SCALED    
 TD0372* NAVD 88     -       267.056  (meters)     876.17   (feet)  ADJUSTED  
 TD0372  ___________________________________________________________________
 TD0372  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 TD0372  DYNAMIC HT  -         267.120 (meters)     876.38  (feet)  COMP
 TD0372  MODELED GRAV-     980,843.1   (mgal)                       NAVD 88
 TD0372
 TD0372  VERT ORDER  -  SECOND    CLASS 0
 TD0372
 TD0372.The horizontal coordinates were scaled from a topographic map and have
 TD0372.an estimated accuracy of +/- 6 seconds.
 TD0372
 TD0372.The orthometric height was determined by differential leveling
 TD0372.and adjusted by the National Geodetic Survey in June 1991..
 TD0372
 TD0372.The geoid height was determined by GEOID03.
 TD0372
 TD0372.The dynamic height is computed by dividing the NAVD 88
 TD0372.geopotential number by the normal gravity value computed on the
 TD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0372.degrees latitude (g = 980.6199 gals.).
 TD0372
 TD0372.The modeled gravity was interpolated from observed gravity values.
 TD0372
 TD0372;                    North         East    Units  Estimated Accuracy
 TD0372;SPC ND N     -   161,160.      816,620.      MT  (+/- 180 meters Scaled)
 TD0372
 TD0372                          SUPERSEDED SURVEY CONTROL
 TD0372
 TD0372  NGVD 29 (??/??/92)  266.726  (m)          875.08   (f) ADJ UNCH    2 0
 TD0372
 TD0372.Superseded values are not recommended for survey control.
 TD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0372.See file dsdata.txt to determine how the superseded data were derived.
 TD0372
 TD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU055631(NAD 83)
 TD0372_MARKER: DB = BENCH MARK DISK
 TD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0372_STAMPING: M 59 1934
 TD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0372+STABILITY: SURFACE MOTION
 TD0372
 TD0372  HISTORY     - Date     Condition        Report By
 TD0372  HISTORY     - 1934     MONUMENTED       CGS
 TD0372  HISTORY     - 1961     MARK NOT FOUND   NGS
 TD0372
 TD0372                          STATION DESCRIPTION
 TD0372
 TD0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 TD0372'7.9 MI W FROM GRAFTON.
 TD0372'7.9 MILES WEST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT GRAFTON,
 TD0372'WALSH COUNTY, 0.2 MILES EAST OF THE CROSSING OF A SECTION-LINE ROAD,
 TD0372'134 FEET SOUTH OF THE HEADWALL OF A DOUBLE 20-INCH CONCRETE CULVERT,
 TD0372'AND 44 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 TD0372'DISK, STAMPED M 59 1934 AND SET IN THE TOP OF A CONCRETE POST
 TD0372'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0431 ***********************************************************************
 TG0431  DESIGNATION -  M 6
 TG0431  PID         -  TG0431
 TG0431  STATE/COUNTY-  ND/MOUNTRAIL
 TG0431  USGS QUAD   -  PALERMO (1981)
 TG0431
 TG0431                         *CURRENT SURVEY CONTROL
 TG0431  ___________________________________________________________________
 TG0431* NAD 83(1986)-  48 20 15.     (N)    102 09 32.     (W)     SCALED    
 TG0431* NAVD 88     -       667.803  (meters)    2190.95   (feet)  POSTED    
 TG0431  ___________________________________________________________________
 TG0431  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0431  DYNAMIC HT  -         667.910 (meters)    2191.30  (feet)  COMP
 TG0431  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 TG0431
 TG0431  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TG0431
 TG0431.The horizontal coordinates were scaled from a topographic map and have
 TG0431.an estimated accuracy of +/- 6 seconds.
 TG0431
 TG0431.The orthometric height was determined by differential leveling
 TG0431.and adjusted by the National Geodetic Survey in 1992..
 TG0431.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TG0431.rate of 1.1 thru 2.0 mm/km.
 TG0431
 TG0431.The geoid height was determined by GEOID03.
 TG0431
 TG0431.The dynamic height is computed by dividing the NAVD 88
 TG0431.geopotential number by the normal gravity value computed on the
 TG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0431.degrees latitude (g = 980.6199 gals.).
 TG0431
 TG0431.The modeled gravity was interpolated from observed gravity values.
 TG0431
 TG0431;                    North         East    Units  Estimated Accuracy
 TG0431;SPC ND N     -   150,030.      477,030.      MT  (+/- 180 meters Scaled)
 TG0431
 TG0431                          SUPERSEDED SURVEY CONTROL
 TG0431
 TG0431.No superseded survey control is available for this station.
 TG0431
 TG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP105577(NAD 83)
 TG0431_MARKER: DB = BENCH MARK DISK
 TG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0431_STAMPING: ELEV 2189.474 FT M 6
 TG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0431+STABILITY: SURFACE MOTION
 TG0431
 TG0431  HISTORY     - Date     Condition        Report By
 TG0431  HISTORY     - UNK      MONUMENTED       CGS
 TG0431  HISTORY     - 1963     MARK NOT FOUND   NGS
 TG0431
 TG0431                          STATION DESCRIPTION
 TG0431
 TG0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0431'3.5 MI W FROM BLAISDELL.
 TG0431'3.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM BLAISDELL,
 TG0431'MOUNTRAIL COUNTY, 0.5 MILE WEST OF A SECTION-LINE ROAD CROSSING, 8
 TG0431'FEET SOUTH OF MILEPOST 43, AND 32.5 FEET NORTH OF THE CENTERLINE OF
 TG0431'THE TRACK.  A STANDARD DISK, STAMPED ELEV 2189.474 FT M 6 AND SET IN
 TG0431'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1523 ***********************************************************************
 TF1523  DESIGNATION -  M 6 B 1
 TF1523  PID         -  TF1523
 TF1523  STATE/COUNTY-  ND/RENVILLE
 TF1523  USGS QUAD   -  GRANO SW (1949)
 TF1523
 TF1523                         *CURRENT SURVEY CONTROL
 TF1523  ___________________________________________________________________
 TF1523* NAD 83(1986)-  48 30 20.     (N)    101 44 43.     (W)     SCALED    
 TF1523* NAVD 88     -       573.897  (meters)    1882.86   (feet)  ADJUSTED  
 TF1523  ___________________________________________________________________
 TF1523  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1523  DYNAMIC HT  -         574.004 (meters)    1883.21  (feet)  COMP
 TF1523  MODELED GRAV-     980,778.5   (mgal)                       NAVD 88
 TF1523
 TF1523  VERT ORDER  -  SECOND    CLASS 0
 TF1523
 TF1523.The horizontal coordinates were scaled from a topographic map and have
 TF1523.an estimated accuracy of +/- 6 seconds.
 TF1523
 TF1523.The orthometric height was determined by differential leveling
 TF1523.and adjusted by the National Geodetic Survey in June 1991..
 TF1523
 TF1523.The geoid height was determined by GEOID03.
 TF1523
 TF1523.The dynamic height is computed by dividing the NAVD 88
 TF1523.geopotential number by the normal gravity value computed on the
 TF1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1523.degrees latitude (g = 980.6199 gals.).
 TF1523
 TF1523.The modeled gravity was interpolated from observed gravity values.
 TF1523
 TF1523;                    North         East    Units  Estimated Accuracy
 TF1523;SPC ND N     -   168,140.      507,990.      MT  (+/- 180 meters Scaled)
 TF1523
 TF1523                          SUPERSEDED SURVEY CONTROL
 TF1523
 TF1523  NGVD 29 (??/??/92)  573.52   (m)         1881.6    (f) COMPUTED    2 0
 TF1523
 TF1523.Superseded values are not recommended for survey control.
 TF1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1523.See file dsdata.txt to determine how the superseded data were derived.
 TF1523
 TF1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU972761(NAD 83)
 TF1523_MARKER: DD = SURVEY DISK
 TF1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1523_SP_SET: CONCRETE CYLINDER
 TF1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1523
 TF1523  HISTORY     - Date     Condition        Report By
 TF1523  HISTORY     - UNK      MONUMENTED       DOD
 TF1523  HISTORY     - 1963     GOOD             NGS
 TF1523
 TF1523                          STATION DESCRIPTION
 TF1523
 TF1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1523'6.15 MI NW FROM CARPIO.
 TF1523'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1523'AT CARPIO, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 1.55
 TF1523'MILES WEST ALONG A GRAVELED ROAD TO M 6 Z AZIMUTH, THENCE 0.2 MILES
 TF1523'NORTH ALONG A ROW OF TREES, 63 YARDS EAST OF THE ROW OF TREES ON THE
 TF1523'CREST OF A HILL, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 TF1523'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 TF1523'CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1522 ***********************************************************************
 TF1522  DESIGNATION -  M 6 B 2
 TF1522  PID         -  TF1522
 TF1522  STATE/COUNTY-  ND/RENVILLE
 TF1522  USGS QUAD   -  GRANO SW (1949)
 TF1522
 TF1522                         *CURRENT SURVEY CONTROL
 TF1522  ___________________________________________________________________
 TF1522* NAD 83(1986)-  48 30 28.     (N)    101 44 32.     (W)     SCALED    
 TF1522* NAVD 88     -       570.327  (meters)    1871.15   (feet)  ADJUSTED  
 TF1522  ___________________________________________________________________
 TF1522  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 TF1522  DYNAMIC HT  -         570.434 (meters)    1871.50  (feet)  COMP
 TF1522  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TF1522
 TF1522  VERT ORDER  -  SECOND    CLASS 0
 TF1522
 TF1522.The horizontal coordinates were scaled from a topographic map and have
 TF1522.an estimated accuracy of +/- 6 seconds.
 TF1522
 TF1522.The orthometric height was determined by differential leveling
 TF1522.and adjusted by the National Geodetic Survey in June 1991..
 TF1522
 TF1522.The geoid height was determined by GEOID03.
 TF1522
 TF1522.The dynamic height is computed by dividing the NAVD 88
 TF1522.geopotential number by the normal gravity value computed on the
 TF1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1522.degrees latitude (g = 980.6199 gals.).
 TF1522
 TF1522.The modeled gravity was interpolated from observed gravity values.
 TF1522
 TF1522;                    North         East    Units  Estimated Accuracy
 TF1522;SPC ND N     -   168,380.      508,220.      MT  (+/- 180 meters Scaled)
 TF1522
 TF1522                          SUPERSEDED SURVEY CONTROL
 TF1522
 TF1522  NGVD 29 (??/??/92)  569.95   (m)         1869.9    (f) COMPUTED    2 0
 TF1522
 TF1522.Superseded values are not recommended for survey control.
 TF1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1522.See file dsdata.txt to determine how the superseded data were derived.
 TF1522
 TF1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU974763(NAD 83)
 TF1522_MARKER: DD = SURVEY DISK
 TF1522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1522_SP_SET: CONCRETE CYLINDER
 TF1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1522
 TF1522  HISTORY     - Date     Condition        Report By
 TF1522  HISTORY     - UNK      MONUMENTED       DOD
 TF1522  HISTORY     - 1963     GOOD             NGS
 TF1522
 TF1522                          STATION DESCRIPTION
 TF1522
 TF1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1522'6.05 MI NW FROM CARPIO.
 TF1522'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1522'AT CARPIO, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 1.3
 TF1522'MILES WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILES NORTH ACROSS A
 TF1522'FIELD, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TF1522'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TF1522'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1521 ***********************************************************************
 TF1521  DESIGNATION -  M 6 Z AZ MK
 TF1521  PID         -  TF1521
 TF1521  STATE/COUNTY-  ND/RENVILLE
 TF1521  USGS QUAD   -  GRANO SW (1949)
 TF1521
 TF1521                         *CURRENT SURVEY CONTROL
 TF1521  ___________________________________________________________________
 TF1521* NAD 83(1986)-  48 30 10.     (N)    101 44 47.     (W)     SCALED    
 TF1521* NAVD 88     -       570.644  (meters)    1872.19   (feet)  ADJUSTED  
 TF1521  ___________________________________________________________________
 TF1521  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 TF1521  DYNAMIC HT  -         570.751 (meters)    1872.54  (feet)  COMP
 TF1521  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 TF1521
 TF1521  VERT ORDER  -  SECOND    CLASS 0
 TF1521
 TF1521.The horizontal coordinates were scaled from a topographic map and have
 TF1521.an estimated accuracy of +/- 6 seconds.
 TF1521
 TF1521.The orthometric height was determined by differential leveling
 TF1521.and adjusted by the National Geodetic Survey in June 1991..
 TF1521
 TF1521.The geoid height was determined by GEOID03.
 TF1521
 TF1521.The dynamic height is computed by dividing the NAVD 88
 TF1521.geopotential number by the normal gravity value computed on the
 TF1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1521.degrees latitude (g = 980.6199 gals.).
 TF1521
 TF1521.The modeled gravity was interpolated from observed gravity values.
 TF1521
 TF1521;                    North         East    Units  Estimated Accuracy
 TF1521;SPC ND N     -   167,830.      507,900.      MT  (+/- 180 meters Scaled)
 TF1521
 TF1521                          SUPERSEDED SURVEY CONTROL
 TF1521
 TF1521  NGVD 29 (??/??/92)  570.27   (m)         1871.0    (f) COMPUTED    2 0
 TF1521
 TF1521.Superseded values are not recommended for survey control.
 TF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1521.See file dsdata.txt to determine how the superseded data were derived.
 TF1521
 TF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU971758(NAD 83)
 TF1521_MARKER: DZ = AZIMUTH MARK DISK
 TF1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1521_STAMPING: M 6 Z 1963
 TF1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1521+STABILITY: SURFACE MOTION
 TF1521
 TF1521  HISTORY     - Date     Condition        Report By
 TF1521  HISTORY     - 1963     MONUMENTED       CGS
 TF1521
 TF1521                          STATION DESCRIPTION
 TF1521
 TF1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1521'5.95 MI NW FROM CARPIO.
 TF1521'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1521'AT CARPIO, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 1.55
 TF1521'MILES WEST ALONG A GRAVELED ROAD, 0.55 MILES WEST OF RM (GLO), 35 FEET
 TF1521'NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW OF TELEPHONE
 TF1521'POLES, 8 FEET EAST OF A TELEPHONE POLE, 2.0 FEET EAST OF A METAL
 TF1521'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 TF1521'TOP OF A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1518 ***********************************************************************
 TF1518  DESIGNATION -  M 6 Z RM 1
 TF1518  PID         -  TF1518
 TF1518  STATE/COUNTY-  ND/RENVILLE
 TF1518  USGS QUAD   -  GRANO SW (1949)
 TF1518
 TF1518                         *CURRENT SURVEY CONTROL
 TF1518  ___________________________________________________________________
 TF1518* NAD 83(1986)-  48 30 09.     (N)    101 44 03.     (W)     SCALED    
 TF1518* NAVD 88     -       567.426  (meters)    1861.63   (feet)  ADJUSTED  
 TF1518  ___________________________________________________________________
 TF1518  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 TF1518  DYNAMIC HT  -         567.532 (meters)    1861.98  (feet)  COMP
 TF1518  MODELED GRAV-     980,780.1   (mgal)                       NAVD 88
 TF1518
 TF1518  VERT ORDER  -  SECOND    CLASS 0
 TF1518
 TF1518.The horizontal coordinates were scaled from a topographic map and have
 TF1518.an estimated accuracy of +/- 6 seconds.
 TF1518
 TF1518.The orthometric height was determined by differential leveling
 TF1518.and adjusted by the National Geodetic Survey in June 1991..
 TF1518
 TF1518.The geoid height was determined by GEOID03.
 TF1518
 TF1518.The dynamic height is computed by dividing the NAVD 88
 TF1518.geopotential number by the normal gravity value computed on the
 TF1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1518.degrees latitude (g = 980.6199 gals.).
 TF1518
 TF1518.The modeled gravity was interpolated from observed gravity values.
 TF1518
 TF1518;                    North         East    Units  Estimated Accuracy
 TF1518;SPC ND N     -   167,780.      508,810.      MT  (+/- 180 meters Scaled)
 TF1518
 TF1518                          SUPERSEDED SURVEY CONTROL
 TF1518
 TF1518  NGVD 29 (??/??/92)  567.05   (m)         1860.4    (f) COMPUTED    2 0
 TF1518
 TF1518.Superseded values are not recommended for survey control.
 TF1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1518.See file dsdata.txt to determine how the superseded data were derived.
 TF1518
 TF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU980757(NAD 83)
 TF1518_MARKER: DR = REFERENCE MARK DISK
 TF1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1518_STAMPING: M 6 Z NO 1 1963
 TF1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1518+STABILITY: SURFACE MOTION
 TF1518
 TF1518  HISTORY     - Date     Condition        Report By
 TF1518  HISTORY     - 1963     MONUMENTED       CGS
 TF1518
 TF1518                          STATION DESCRIPTION
 TF1518
 TF1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1518'5.4 MI NW FROM CARPIO.
 TF1518'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1518'AT CARPIO, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 1.0
 TF1518'MILES WEST ALONG A GRAVELED ROAD, 92 FEET SOUTH OF THE CENTER LINE OF
 TF1518'THE GRAVELED ROAD, 24 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 TF1518'54.4 FEET SOUTH OF RM (GLO), 4.0 FEET WEST OF A POWER POLE, ABOUT
 TF1518'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1518'2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1519 ***********************************************************************
 TF1519  DESIGNATION -  M 6 Z RM 2
 TF1519  PID         -  TF1519
 TF1519  STATE/COUNTY-  ND/RENVILLE
 TF1519  USGS QUAD   -  GRANO SW (1949)
 TF1519
 TF1519                         *CURRENT SURVEY CONTROL
 TF1519  ___________________________________________________________________
 TF1519* NAD 83(1986)-  48 30 11.     (N)    101 44 02.     (W)     SCALED    
 TF1519* NAVD 88     -       567.402  (meters)    1861.55   (feet)  ADJUSTED  
 TF1519  ___________________________________________________________________
 TF1519  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 TF1519  DYNAMIC HT  -         567.508 (meters)    1861.90  (feet)  COMP
 TF1519  MODELED GRAV-     980,780.1   (mgal)                       NAVD 88
 TF1519
 TF1519  VERT ORDER  -  SECOND    CLASS 0
 TF1519
 TF1519.The horizontal coordinates were scaled from a topographic map and have
 TF1519.an estimated accuracy of +/- 6 seconds.
 TF1519
 TF1519.The orthometric height was determined by differential leveling
 TF1519.and adjusted by the National Geodetic Survey in June 1991..
 TF1519
 TF1519.The geoid height was determined by GEOID03.
 TF1519
 TF1519.The dynamic height is computed by dividing the NAVD 88
 TF1519.geopotential number by the normal gravity value computed on the
 TF1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1519.degrees latitude (g = 980.6199 gals.).
 TF1519
 TF1519.The modeled gravity was interpolated from observed gravity values.
 TF1519
 TF1519;                    North         East    Units  Estimated Accuracy
 TF1519;SPC ND N     -   167,850.      508,830.      MT  (+/- 180 meters Scaled)
 TF1519
 TF1519                          SUPERSEDED SURVEY CONTROL
 TF1519
 TF1519  NGVD 29 (??/??/92)  567.02   (m)         1860.3    (f) COMPUTED    2 0
 TF1519
 TF1519.Superseded values are not recommended for survey control.
 TF1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1519.See file dsdata.txt to determine how the superseded data were derived.
 TF1519
 TF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU980758(NAD 83)
 TF1519_MARKER: DR = REFERENCE MARK DISK
 TF1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1519_STAMPING: M 6 Z NO 2 1963
 TF1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1519+STABILITY: SURFACE MOTION
 TF1519
 TF1519  HISTORY     - Date     Condition        Report By
 TF1519  HISTORY     - 1963     MONUMENTED       CGS
 TF1519
 TF1519                          STATION DESCRIPTION
 TF1519
 TF1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1519'5.4 MI NW FROM CARPIO.
 TF1519'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1519'AT CARPIO, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 1.0
 TF1519'MILES WEST ALONG A GRAVELED ROAD, 48 FEET NORTH OF THE NORTHEAST
 TF1519'CORNER OF A WHITE BUILDING, 36 FEET SOUTH OF THE CENTER LINE OF THE
 TF1519'GRAVELED ROAD, 66.0 FEET WEST OF RM (GLO), AND SET IN THE TOP OF A
 TF1519'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0070 ***********************************************************************
 TE0070  DESIGNATION -  M 60
 TE0070  PID         -  TE0070
 TE0070  STATE/COUNTY-  ND/CAVALIER
 TE0070  USGS QUAD   -  EASBY (1972)
 TE0070
 TE0070                         *CURRENT SURVEY CONTROL
 TE0070  ___________________________________________________________________
 TE0070* NAD 83(1986)-  48 37 49.     (N)    098 20 22.     (W)     SCALED    
 TE0070* NAVD 88     -       500.646  (meters)    1642.54   (feet)  ADJUSTED  
 TE0070  ___________________________________________________________________
 TE0070  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 TE0070  DYNAMIC HT  -         500.749 (meters)    1642.87  (feet)  COMP
 TE0070  MODELED GRAV-     980,799.8   (mgal)                       NAVD 88
 TE0070
 TE0070  VERT ORDER  -  SECOND    CLASS 0
 TE0070
 TE0070.The horizontal coordinates were scaled from a topographic map and have
 TE0070.an estimated accuracy of +/- 6 seconds.
 TE0070
 TE0070.The orthometric height was determined by differential leveling
 TE0070.and adjusted by the National Geodetic Survey in June 1991..
 TE0070
 TE0070.The geoid height was determined by GEOID03.
 TE0070
 TE0070.The dynamic height is computed by dividing the NAVD 88
 TE0070.geopotential number by the normal gravity value computed on the
 TE0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0070.degrees latitude (g = 980.6199 gals.).
 TE0070
 TE0070.The modeled gravity was interpolated from observed gravity values.
 TE0070
 TE0070;                    North         East    Units  Estimated Accuracy
 TE0070;SPC ND N     -   183,500.      759,240.      MT  (+/- 180 meters Scaled)
 TE0070
 TE0070                          SUPERSEDED SURVEY CONTROL
 TE0070
 TE0070.No superseded survey control is available for this station.
 TE0070
 TE0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU486865(NAD 83)
 TE0070_MARKER: DB = BENCH MARK DISK
 TE0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0070_STAMPING: M 60 1934
 TE0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0070+STABILITY: SURFACE MOTION
 TE0070
 TE0070  HISTORY     - Date     Condition        Report By
 TE0070  HISTORY     - 1934     MONUMENTED       CGS
 TE0070  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0070
 TE0070                          STATION DESCRIPTION
 TE0070
 TE0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0070'9.0 MI E FROM LOMA.
 TE0070'9 MILES EAST ALONG STATE HIGHWAY 29 FROM THE SOO LINE RAILROAD STATION
 TE0070'AT LOMA, CAVALIER COUNTY, IN THE NORTHWEST CORNER OF SEC. 1, T. 159
 TE0070'N., R. 60 W., 1 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 1, 17
 TE0070'FEET EAST OF THE CENTERLINE OF A SECTION-LINE ROAD, AND 39 FEET SOUTH
 TE0070'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 60 1934
 TE0070'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 TE0070'GROUND.  NOTE-- THERE HAS BEEN ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0019 ***********************************************************************
 TF0019  DESIGNATION -  M 62
 TF0019  PID         -  TF0019
 TF0019  STATE/COUNTY-  ND/ROLETTE
 TF0019  USGS QUAD   -  FONDA (1955)
 TF0019
 TF0019                         *CURRENT SURVEY CONTROL
 TF0019  ___________________________________________________________________
 TF0019* NAD 83(1986)-  48 40 39.     (N)    100 07 28.     (W)     SCALED    
 TF0019* NAVD 88     -       469.844  (meters)    1541.48   (feet)  ADJUSTED  
 TF0019  ___________________________________________________________________
 TF0019  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 TF0019  DYNAMIC HT  -         469.960 (meters)    1541.86  (feet)  COMP
 TF0019  MODELED GRAV-     980,842.4   (mgal)                       NAVD 88
 TF0019
 TF0019  VERT ORDER  -  SECOND    CLASS 0
 TF0019
 TF0019.The horizontal coordinates were scaled from a topographic map and have
 TF0019.an estimated accuracy of +/- 6 seconds.
 TF0019
 TF0019.The orthometric height was determined by differential leveling
 TF0019.and adjusted by the National Geodetic Survey in June 1991..
 TF0019.WARNING-Repeat measurements at this control monument indicate possible
 TF0019.vertical movement.
 TF0019
 TF0019.The geoid height was determined by GEOID03.
 TF0019
 TF0019.The dynamic height is computed by dividing the NAVD 88
 TF0019.geopotential number by the normal gravity value computed on the
 TF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0019.degrees latitude (g = 980.6199 gals.).
 TF0019
 TF0019.The modeled gravity was interpolated from observed gravity values.
 TF0019
 TF0019;                    North         East    Units  Estimated Accuracy
 TF0019;SPC ND N     -   186,580.      627,660.      MT  (+/- 180 meters Scaled)
 TF0019
 TF0019                          SUPERSEDED SURVEY CONTROL
 TF0019
 TF0019  NGVD 29 (??/??/92)  469.473  (m)         1540.26   (f) ADJ UNCH    2 0
 TF0019
 TF0019.Superseded values are not recommended for survey control.
 TF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0019.See file dsdata.txt to determine how the superseded data were derived.
 TF0019
 TF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU172922(NAD 83)
 TF0019_MARKER: DB = BENCH MARK DISK
 TF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0019_STAMPING: M 62 1934
 TF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0019+STABILITY: SURFACE MOTION
 TF0019
 TF0019  HISTORY     - Date     Condition        Report By
 TF0019  HISTORY     - 1934     MONUMENTED       CGS
 TF0019  HISTORY     - 1940     GOOD             NGS
 TF0019
 TF0019                          STATION DESCRIPTION
 TF0019
 TF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0019'1 MI E FROM OVERLY.
 TF0019'IN ROLETTE COUNTY, 1 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE
 TF0019'STATION AT OVERLY, BOTTINEAU COUNTY, 100 YARDS EAST OF MILEPOST 509,
 TF0019'50 YARDS WEST OF A CUT, 52 FEET EAST OF THE CENTERLINE ROAD, 68.5 FEET
 TF0019'SOUTH OF THE SOUTH RAIL, 17 FEET EAST OF THE RIGHT-OF-WAY FENCE
 TF0019'CORNER, AND 1.7 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED M
 TF0019'62 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 TF0019'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0315 ***********************************************************************
 TG0315  DESIGNATION -  M 64
 TG0315  PID         -  TG0315
 TG0315  STATE/COUNTY-  ND/WARD
 TG0315  USGS QUAD   -  KENMARE (1981)
 TG0315
 TG0315                         *CURRENT SURVEY CONTROL
 TG0315  ___________________________________________________________________
 TG0315* NAD 83(1986)-  48 40 36.     (N)    102 05 29.     (W)     SCALED    
 TG0315* NAVD 88     -       551.225  (meters)    1808.48   (feet)  ADJUSTED  
 TG0315  ___________________________________________________________________
 TG0315  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 TG0315  DYNAMIC HT  -         551.331 (meters)    1808.83  (feet)  COMP
 TG0315  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 TG0315
 TG0315  VERT ORDER  -  FIRST     CLASS II
 TG0315
 TG0315.The horizontal coordinates were scaled from a topographic map and have
 TG0315.an estimated accuracy of +/- 6 seconds.
 TG0315
 TG0315.The orthometric height was determined by differential leveling
 TG0315.and adjusted by the National Geodetic Survey in June 1991..
 TG0315
 TG0315.The geoid height was determined by GEOID03.
 TG0315
 TG0315.The dynamic height is computed by dividing the NAVD 88
 TG0315.geopotential number by the normal gravity value computed on the
 TG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0315.degrees latitude (g = 980.6199 gals.).
 TG0315
 TG0315.The modeled gravity was interpolated from observed gravity values.
 TG0315
 TG0315;                    North         East    Units  Estimated Accuracy
 TG0315;SPC ND N     -   187,630.      482,810.      MT  (+/- 180 meters Scaled)
 TG0315
 TG0315                          SUPERSEDED SURVEY CONTROL
 TG0315
 TG0315  NGVD 29 (??/??/92)  550.827  (m)         1807.17   (f) ADJ UNCH    1 2
 TG0315
 TG0315.Superseded values are not recommended for survey control.
 TG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0315.See file dsdata.txt to determine how the superseded data were derived.
 TG0315
 TG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP141955(NAD 83)
 TG0315_MARKER: DB = BENCH MARK DISK
 TG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0315_STAMPING: M 64 1934
 TG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0315+STABILITY: SURFACE MOTION
 TG0315
 TG0315  HISTORY     - Date     Condition        Report By
 TG0315  HISTORY     - 1934     MONUMENTED       CGS
 TG0315  HISTORY     - 1963     GOOD             NGS
 TG0315
 TG0315                          STATION DESCRIPTION
 TG0315
 TG0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0315'0.65 MI NW FROM KENMARE.
 TG0315'ABOUT 0.65 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TG0315'STATION AT KENMARE, 12 POLES NORTHWEST OF MILE POST 606, 95 FEET NORTH
 TG0315'OF THE CENTER OF THE CROSSING WITH COUNTY ROAD 1, 38 FEET NORTHEAST OF
 TG0315'THE NORTHEAST RAIL, 73 FEET SOUTHEAST OF A BRACED POWER POLE WITH LINE
 TG0315'CROSSING OVER THE TRACK, 9.8 FEET SOUTHWEST OF A FENCE, 1.0 FEET NORTH
 TG0315'OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE RAILS AND
 TG0315'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0223 ***********************************************************************
 SN0223  DESIGNATION -  M 65
 SN0223  PID         -  SN0223
 SN0223  STATE/COUNTY-  ND/MCLEAN
 SN0223  USGS QUAD   -  KONGSBERG (1981)
 SN0223
 SN0223                         *CURRENT SURVEY CONTROL
 SN0223  ___________________________________________________________________
 SN0223* NAD 83(1986)-  47 50 26.     (N)    100 51 39.     (W)     SCALED    
 SN0223* NAVD 88     -       606.960  (meters)    1991.33   (feet)  ADJUSTED  
 SN0223  ___________________________________________________________________
 SN0223  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 SN0223  DYNAMIC HT  -         607.020 (meters)    1991.53  (feet)  COMP
 SN0223  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 SN0223
 SN0223  VERT ORDER  -  SECOND    CLASS 0
 SN0223
 SN0223.The horizontal coordinates were scaled from a topographic map and have
 SN0223.an estimated accuracy of +/- 6 seconds.
 SN0223
 SN0223.The orthometric height was determined by differential leveling
 SN0223.and adjusted by the National Geodetic Survey in June 1991..
 SN0223
 SN0223.The geoid height was determined by GEOID03.
 SN0223
 SN0223.The dynamic height is computed by dividing the NAVD 88
 SN0223.geopotential number by the normal gravity value computed on the
 SN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0223.degrees latitude (g = 980.6199 gals.).
 SN0223
 SN0223.The modeled gravity was interpolated from observed gravity values.
 SN0223
 SN0223;                    North         East    Units  Estimated Accuracy
 SN0223;SPC ND N     -    93,520.      572,990.      MT  (+/- 180 meters Scaled)
 SN0223
 SN0223                          SUPERSEDED SURVEY CONTROL
 SN0223
 SN0223  NGVD 29 (??/??/92)  606.552  (m)         1990.00   (f) ADJ UNCH    2 0
 SN0223
 SN0223.Superseded values are not recommended for survey control.
 SN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0223.See file dsdata.txt to determine how the superseded data were derived.
 SN0223
 SN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU607002(NAD 83)
 SN0223_MARKER: DB = BENCH MARK DISK
 SN0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0223_STAMPING: M 65 1934
 SN0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0223+STABILITY: SURFACE MOTION
 SN0223
 SN0223  HISTORY     - Date     Condition        Report By
 SN0223  HISTORY     - 1934     MONUMENTED       CGS
 SN0223  HISTORY     - 1962     GOOD             NGS
 SN0223
 SN0223                          STATION DESCRIPTION
 SN0223
 SN0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0223'3.6 MI E FROM RUSO.
 SN0223'ABOUT 3.6 MILE EAST ALONG THE MINNEAPOLIS ST PAUL RAILROAD FROM THE
 SN0223'STATION AT RUSO, ABOUT 0.2 MILE WEST OF MILEPOLE 445, AT A ABANDON
 SN0223'ROAD CROSSING, 125 FEET EAST OF THE CENTERLINE OF THE CROSSING, 114
 SN0223'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 44.2 FEET SOUTHEAST OF
 SN0223'THE SOUTHEAST RAIL, 8.5 FEET NORTHWEST OF A FENCE LINE, ABOUT 2.5 FEET
 SN0223'BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 SN0223'FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD
 SN0223'IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1111 ***********************************************************************
 TE1111  DESIGNATION -  M 66
 TE1111  PID         -  TE1111
 TE1111  STATE/COUNTY-  ND/TOWNER
 TE1111  USGS QUAD   -  CONSIDINE (1971)
 TE1111
 TE1111                         *CURRENT SURVEY CONTROL
 TE1111  ___________________________________________________________________
 TE1111* NAD 83(1986)-  48 36 50.     (N)    099 21 42.     (W)     SCALED    
 TE1111* NAVD 88     -       479.494  (meters)    1573.14   (feet)  ADJUSTED  
 TE1111  ___________________________________________________________________
 TE1111  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 TE1111  DYNAMIC HT  -         479.599 (meters)    1573.48  (feet)  COMP
 TE1111  MODELED GRAV-     980,815.0   (mgal)                       NAVD 88
 TE1111
 TE1111  VERT ORDER  -  SECOND    CLASS 0
 TE1111
 TE1111.The horizontal coordinates were scaled from a topographic map and have
 TE1111.an estimated accuracy of +/- 6 seconds.
 TE1111
 TE1111.The orthometric height was determined by differential leveling
 TE1111.and adjusted by the National Geodetic Survey in June 1991..
 TE1111
 TE1111.The geoid height was determined by GEOID03.
 TE1111
 TE1111.The dynamic height is computed by dividing the NAVD 88
 TE1111.geopotential number by the normal gravity value computed on the
 TE1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1111.degrees latitude (g = 980.6199 gals.).
 TE1111
 TE1111.The modeled gravity was interpolated from observed gravity values.
 TE1111
 TE1111;                    North         East    Units  Estimated Accuracy
 TE1111;SPC ND N     -   180,060.      683,930.      MT  (+/- 180 meters Scaled)
 TE1111
 TE1111                          SUPERSEDED SURVEY CONTROL
 TE1111
 TE1111  NGVD 29 (??/??/92)  479.135  (m)         1571.96   (f) ADJ UNCH    2 0
 TE1111
 TE1111.Superseded values are not recommended for survey control.
 TE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1111.See file dsdata.txt to determine how the superseded data were derived.
 TE1111
 TE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU733845(NAD 83)
 TE1111_MARKER: DB = BENCH MARK DISK
 TE1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1111_STAMPING: M 66 1934
 TE1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1111+STABILITY: SURFACE MOTION
 TE1111
 TE1111  HISTORY     - Date     Condition        Report By
 TE1111  HISTORY     - 1934     MONUMENTED       CGS
 TE1111  HISTORY     - 1934     GOOD             NGS
 TE1111
 TE1111                          STATION DESCRIPTION
 TE1111
 TE1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TE1111'0.9 MI SE FROM BISBEE.
 TE1111'0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 TE1111'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY (NOW THE SOO
 TE1111'LINE RAILROAD) AT BISBEE, TOWNER COUNTY, AT A ROAD CROSSING, 75 YARDS
 TE1111'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 35.5 FEET SOUTHWEST OF THE
 TE1111'WEST RAIL, AND 63 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 TE1111'STANDARD DISK, STAMPED M 66 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE1111'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0937 ***********************************************************************
 SM0937  DESIGNATION -  M 69
 SM0937  PID         -  SM0937
 SM0937  STATE/COUNTY-  ND/PIERCE
 SM0937  USGS QUAD   -  SELZ NW (1986)
 SM0937
 SM0937                         *CURRENT SURVEY CONTROL
 SM0937  ___________________________________________________________________
 SM0937* NAD 83(1986)-  47 52 35.     (N)    099 56 27.     (W)     SCALED    
 SM0937* NAVD 88     -       489.792  (meters)    1606.93   (feet)  ADJUSTED  
 SM0937  ___________________________________________________________________
 SM0937  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 SM0937  DYNAMIC HT  -         489.857 (meters)    1607.14  (feet)  COMP
 SM0937  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 SM0937
 SM0937  VERT ORDER  -  SECOND    CLASS 0
 SM0937
 SM0937.The horizontal coordinates were scaled from a topographic map and have
 SM0937.an estimated accuracy of +/- 6 seconds.
 SM0937
 SM0937.The orthometric height was determined by differential leveling
 SM0937.and adjusted by the National Geodetic Survey in June 1991..
 SM0937
 SM0937.The geoid height was determined by GEOID03.
 SM0937
 SM0937.The dynamic height is computed by dividing the NAVD 88
 SM0937.geopotential number by the normal gravity value computed on the
 SM0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0937.degrees latitude (g = 980.6199 gals.).
 SM0937
 SM0937.The modeled gravity was interpolated from observed gravity values.
 SM0937
 SM0937;                    North         East    Units  Estimated Accuracy
 SM0937;SPC ND N     -    97,590.      641,830.      MT  (+/- 180 meters Scaled)
 SM0937
 SM0937                          SUPERSEDED SURVEY CONTROL
 SM0937
 SM0937  NGVD 29 (??/??/92)  489.40   (m)         1605.6    (f) COMPUTED    2 0
 SM0937
 SM0937.Superseded values are not recommended for survey control.
 SM0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0937.See file dsdata.txt to determine how the superseded data were derived.
 SM0937
 SM0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU296029(NAD 83)
 SM0937_MARKER: DB = BENCH MARK DISK
 SM0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0937_STAMPING: M-69 -- 1934
 SM0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0937+STABILITY: SURFACE MOTION
 SM0937
 SM0937  HISTORY     - Date     Condition        Report By
 SM0937  HISTORY     - 1934     MONUMENTED       CGS
 SM0937  HISTORY     - 1948     GOOD             LOCENG
 SM0937
 SM0937                          STATION DESCRIPTION
 SM0937
 SM0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0937'7.5 MI N FROM HARVEY.
 SM0937'7.5 MILES NORTH OF ALONG, STATE ROAD 3.  M-69 IS LOCATED 7.5 MILES
 SM0937'NORTH OF HARVEY.  0.7 MILES NORTH OF CROSSING OF STATE ROAD AND G.N.
 SM0937'RWY.  45 FEET NORTH OF CENTERLINE OF SECTION ROAD.  35 FEET WEST OF
 SM0937'CENTERLINE OF STATE ROAD 3.  31 FEET NORTHWEST OF 18 IN. CORRUGATED
 SM0937'IRON CULVERT.  12 FEET NORTH OF R/W FENCE CORNER.  STANDARD TABLET SET
 SM0937'IN CONCRETE POST 4 IN. HIGH.
 SM0937
 SM0937                          STATION RECOVERY (1948)
 SM0937
 SM0937'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 SM0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0938 ***********************************************************************
 SM0938  DESIGNATION -  M 69 RESET
 SM0938  PID         -  SM0938
 SM0938  STATE/COUNTY-  ND/PIERCE
 SM0938  USGS QUAD   -  SELZ NW (1986)
 SM0938
 SM0938                         *CURRENT SURVEY CONTROL
 SM0938  ___________________________________________________________________
 SM0938* NAD 83(1986)-  47 52 35.     (N)    099 56 27.     (W)     SCALED    
 SM0938* NAVD 88     -       489.56   (+/-2cm)    1606.2    (feet)  VERTCON   
 SM0938  ___________________________________________________________________
 SM0938  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 SM0938
 SM0938  VERT ORDER  -  THIRD (See Below)
 SM0938
 SM0938.The horizontal coordinates were scaled from a topographic map and have
 SM0938.an estimated accuracy of +/- 6 seconds.
 SM0938
 SM0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0938.The vertical order pertains to the NGVD 29 superseded value.
 SM0938
 SM0938.The geoid height was determined by GEOID03.
 SM0938
 SM0938;                    North         East    Units  Estimated Accuracy
 SM0938;SPC ND N     -    97,590.      641,830.      MT  (+/- 180 meters Scaled)
 SM0938
 SM0938                          SUPERSEDED SURVEY CONTROL
 SM0938
 SM0938  NGVD 29 (??/??/??)  489.18   (m)         1604.9    (f) RESET       3  
 SM0938
 SM0938.Superseded values are not recommended for survey control.
 SM0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0938.See file dsdata.txt to determine how the superseded data were derived.
 SM0938
 SM0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU296029(NAD 83)
 SM0938_MARKER: DB = BENCH MARK DISK
 SM0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0938_STAMPING: M 69 RESET 1953
 SM0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0938+STABILITY: SURFACE MOTION
 SM0938
 SM0938  HISTORY     - Date     Condition        Report By
 SM0938  HISTORY     - 1953     MONUMENTED       NDHD
 SM0938
 SM0938                          STATION DESCRIPTION
 SM0938
 SM0938'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1953
 SM0938'7.5 MI N FROM HARVEY.
 SM0938'IN PIERCE COUNTY, 7.5 MILES NORTH ALONG STATE HIGHWAY 3 FROM HARVEY,
 SM0938'WELLS COUNTY, 0.7 MILE NORTH OF THE GREAT NORTHERN RAILWAY CROSSING,
 SM0938'AT THE INTERSECTION OF A SECTION-LINE ROAD, 41 FEET NORTH OF THE
 SM0938'CENTERLINE OF THE SECTION-LINE ROAD, 106 FEET WEST OF THE CENTERLINE
 SM0938'OF THE HIGHWAY, AND 3 FEET NORTHWEST OF A POLE.  A STANDARD DISK,
 SM0938'STAMPED M 69 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 SM0938'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1145 ***********************************************************************
 TG1145  DESIGNATION -  M 7
 TG1145  PID         -  TG1145
 TG1145  STATE/COUNTY-  ND/WILLIAMS
 TG1145  USGS QUAD   -  EPPING (1978)
 TG1145
 TG1145                         *CURRENT SURVEY CONTROL
 TG1145  ___________________________________________________________________
 TG1145* NAD 83(1986)-  48 17 40.     (N)    103 15 07.     (W)     SCALED    
 TG1145* NAVD 88     -       728.753  (meters)    2390.92   (feet)  ADJUSTED  
 TG1145  ___________________________________________________________________
 TG1145  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1145  DYNAMIC HT  -         728.852 (meters)    2391.24  (feet)  COMP
 TG1145  MODELED GRAV-     980,722.3   (mgal)                       NAVD 88
 TG1145
 TG1145  VERT ORDER  -  FIRST     CLASS II
 TG1145
 TG1145.The horizontal coordinates were scaled from a topographic map and have
 TG1145.an estimated accuracy of +/- 6 seconds.
 TG1145
 TG1145.The orthometric height was determined by differential leveling
 TG1145.and adjusted by the National Geodetic Survey in June 1991..
 TG1145
 TG1145.The geoid height was determined by GEOID03.
 TG1145
 TG1145.The dynamic height is computed by dividing the NAVD 88
 TG1145.geopotential number by the normal gravity value computed on the
 TG1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1145.degrees latitude (g = 980.6199 gals.).
 TG1145
 TG1145.The modeled gravity was interpolated from observed gravity values.
 TG1145
 TG1145;                    North         East    Units  Estimated Accuracy
 TG1145;SPC ND N     -   147,570.      395,860.      MT  (+/- 180 meters Scaled)
 TG1145
 TG1145                          SUPERSEDED SURVEY CONTROL
 TG1145
 TG1145  NGVD 29 (??/??/92)  728.25   (m)         2389.3    (f) COMPUTED    1 2
 TG1145
 TG1145.Superseded values are not recommended for survey control.
 TG1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1145.See file dsdata.txt to determine how the superseded data were derived.
 TG1145
 TG1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP296505(NAD 83)
 TG1145_MARKER: P = PIPE CAP
 TG1145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1145_STAMPING: 2389.395 M 7
 TG1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1145
 TG1145  HISTORY     - Date     Condition        Report By
 TG1145  HISTORY     - UNK      MONUMENTED       USGS
 TG1145  HISTORY     - 1946     POOR             NGS
 TG1145  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1145  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1145
 TG1145                          STATION DESCRIPTION
 TG1145
 TG1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 TG1145'IN WHEELOCK.
 TG1145'AT WHEELOCK, WILLIAMS COUNTY, ON THE GREAT NORTHERN RAILWAY, 193 FEET
 TG1145'NORTH OF THE CENTER LINE OF THE MAIN TRACK, NEAR THE LIFGREN BROS.
 TG1145'STORE, AND 19 FEET EAST OF THE FACE OF THE ROW OF BUILDINGS ON THE
 TG1145'EAST SIDE OF THE MAIN STREET.  A UNITED STATES GEOLOGICAL SURVEY
 TG1145'STANDARD CAP, STAMPED 2389.395 M 7 AND RIVETED ON THE TOP OF A
 TG1145'3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- IT WAS
 TG1145'REPORTED IN JULY 1946 THAT THE CAP IS BADLY BATTERED AND LOOSE ON THE
 TG1145'IRON PIPE.  NOTE-- SOME BLDGS IN AREA HAVE BEEN REMOVED.
 TG1145
 TG1145                          STATION RECOVERY (1975)
 TG1145
 TG1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1145'MARK NOT FOUND.
 TG1145
 TG1145                          STATION RECOVERY (1981)
 TG1145
 TG1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1549 ***********************************************************************
 TF1549  DESIGNATION -  M 7 B 1
 TF1549  PID         -  TF1549
 TF1549  STATE/COUNTY-  ND/WARD
 TF1549  USGS QUAD   -  TOLLEY SE (1949)
 TF1549
 TF1549                         *CURRENT SURVEY CONTROL
 TF1549  ___________________________________________________________________
 TF1549* NAD 83(1986)-  48 32 58.     (N)    101 50 49.     (W)     SCALED    
 TF1549* NAVD 88     -       586.665  (meters)    1924.75   (feet)  ADJUSTED  
 TF1549  ___________________________________________________________________
 TF1549  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 TF1549  DYNAMIC HT  -         586.777 (meters)    1925.12  (feet)  COMP
 TF1549  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 TF1549
 TF1549  VERT ORDER  -  SECOND    CLASS 0
 TF1549
 TF1549.The horizontal coordinates were scaled from a topographic map and have
 TF1549.an estimated accuracy of +/- 6 seconds.
 TF1549
 TF1549.The orthometric height was determined by differential leveling
 TF1549.and adjusted by the National Geodetic Survey in June 1991..
 TF1549
 TF1549.The geoid height was determined by GEOID03.
 TF1549
 TF1549.The dynamic height is computed by dividing the NAVD 88
 TF1549.geopotential number by the normal gravity value computed on the
 TF1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1549.degrees latitude (g = 980.6199 gals.).
 TF1549
 TF1549.The modeled gravity was interpolated from observed gravity values.
 TF1549
 TF1549;                    North         East    Units  Estimated Accuracy
 TF1549;SPC ND N     -   173,140.      500,560.      MT  (+/- 180 meters Scaled)
 TF1549
 TF1549                          SUPERSEDED SURVEY CONTROL
 TF1549
 TF1549  NGVD 29 (??/??/92)  586.27   (m)         1923.5    (f) COMPUTED    2 0
 TF1549
 TF1549.Superseded values are not recommended for survey control.
 TF1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1549.See file dsdata.txt to determine how the superseded data were derived.
 TF1549
 TF1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU899812(NAD 83)
 TF1549_MARKER: DD = SURVEY DISK
 TF1549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1549_SP_SET: CONCRETE CYLINDER
 TF1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1549
 TF1549  HISTORY     - Date     Condition        Report By
 TF1549  HISTORY     - UNK      MONUMENTED       DOD
 TF1549  HISTORY     - 1963     GOOD             NGS
 TF1549
 TF1549                          STATION DESCRIPTION
 TF1549
 TF1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1549'5.0 MI N FROM DONNYBROOK.
 TF1549'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1549'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1549'THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 7 TO M7 B2 (USAF), THENCE
 TF1549'0.3 MILES SOUTHWEST ACROSS A FIELD, THE TOP SURFACE OVER THE CENTER
 TF1549'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 TF1549'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1550 ***********************************************************************
 TF1550  DESIGNATION -  M 7 B 2
 TF1550  PID         -  TF1550
 TF1550  STATE/COUNTY-  ND/WARD
 TF1550  USGS QUAD   -  TOLLEY SE (1949)
 TF1550
 TF1550                         *CURRENT SURVEY CONTROL
 TF1550  ___________________________________________________________________
 TF1550* NAD 83(1986)-  48 33 10.     (N)    101 50 37.     (W)     SCALED    
 TF1550* NAVD 88     -       584.632  (meters)    1918.08   (feet)  ADJUSTED  
 TF1550  ___________________________________________________________________
 TF1550  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TF1550  DYNAMIC HT  -         584.743 (meters)    1918.44  (feet)  COMP
 TF1550  MODELED GRAV-     980,781.3   (mgal)                       NAVD 88
 TF1550
 TF1550  VERT ORDER  -  SECOND    CLASS 0
 TF1550
 TF1550.The horizontal coordinates were scaled from a topographic map and have
 TF1550.an estimated accuracy of +/- 6 seconds.
 TF1550
 TF1550.The orthometric height was determined by differential leveling
 TF1550.and adjusted by the National Geodetic Survey in June 1991..
 TF1550
 TF1550.The geoid height was determined by GEOID03.
 TF1550
 TF1550.The dynamic height is computed by dividing the NAVD 88
 TF1550.geopotential number by the normal gravity value computed on the
 TF1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1550.degrees latitude (g = 980.6199 gals.).
 TF1550
 TF1550.The modeled gravity was interpolated from observed gravity values.
 TF1550
 TF1550;                    North         East    Units  Estimated Accuracy
 TF1550;SPC ND N     -   173,510.      500,820.      MT  (+/- 180 meters Scaled)
 TF1550
 TF1550                          SUPERSEDED SURVEY CONTROL
 TF1550
 TF1550  NGVD 29 (??/??/92)  584.24   (m)         1916.8    (f) COMPUTED    2 0
 TF1550
 TF1550.Superseded values are not recommended for survey control.
 TF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1550.See file dsdata.txt to determine how the superseded data were derived.
 TF1550
 TF1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU901816(NAD 83)
 TF1550_MARKER: DD = SURVEY DISK
 TF1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1550_SP_SET: CONCRETE CYLINDER
 TF1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1550
 TF1550  HISTORY     - Date     Condition        Report By
 TF1550  HISTORY     - UNK      MONUMENTED       CGS
 TF1550  HISTORY     - 1963     GOOD             NGS
 TF1550
 TF1550                          STATION DESCRIPTION
 TF1550
 TF1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1550'4.7 MI N FROM DONNYBROOK.
 TF1550'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1550'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1550'THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 7, 188 FEET WEST OF THE
 TF1550'CENTER LINE OF THE ROAD, 111 FEET WEST OF A ROW OF POWER POLES, THE
 TF1550'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF1550'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1554 ***********************************************************************
 TF1554  DESIGNATION -  M 7 Z
 TF1554  PID         -  TF1554
 TF1554  STATE/COUNTY-  ND/WARD
 TF1554  USGS QUAD   -  TOLLEY SE (1949)
 TF1554
 TF1554                         *CURRENT SURVEY CONTROL
 TF1554  ___________________________________________________________________
 TF1554* NAD 83(1986)-  48 32 48.     (N)    101 50 36.     (W)     SCALED    
 TF1554* NAVD 88     -       586.299  (meters)    1923.55   (feet)  ADJUSTED  
 TF1554  ___________________________________________________________________
 TF1554  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 TF1554  DYNAMIC HT  -         586.410 (meters)    1923.91  (feet)  COMP
 TF1554  MODELED GRAV-     980,781.0   (mgal)                       NAVD 88
 TF1554
 TF1554  VERT ORDER  -  SECOND    CLASS 0
 TF1554
 TF1554.The horizontal coordinates were scaled from a topographic map and have
 TF1554.an estimated accuracy of +/- 6 seconds.
 TF1554
 TF1554.The orthometric height was determined by differential leveling
 TF1554.and adjusted by the National Geodetic Survey in June 1991..
 TF1554
 TF1554.The geoid height was determined by GEOID03.
 TF1554
 TF1554.The dynamic height is computed by dividing the NAVD 88
 TF1554.geopotential number by the normal gravity value computed on the
 TF1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1554.degrees latitude (g = 980.6199 gals.).
 TF1554
 TF1554.The modeled gravity was interpolated from observed gravity values.
 TF1554
 TF1554;                    North         East    Units  Estimated Accuracy
 TF1554;SPC ND N     -   172,830.      500,830.      MT  (+/- 180 meters Scaled)
 TF1554
 TF1554                          SUPERSEDED SURVEY CONTROL
 TF1554
 TF1554  NGVD 29 (??/??/92)  585.90   (m)         1922.2    (f) COMPUTED    2 0
 TF1554
 TF1554.Superseded values are not recommended for survey control.
 TF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1554.See file dsdata.txt to determine how the superseded data were derived.
 TF1554
 TF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU901809(NAD 83)
 TF1554_MARKER: DS = TRIANGULATION STATION DISK
 TF1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1554_STAMPING: M 7 Z 1963
 TF1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1554+STABILITY: SURFACE MOTION
 TF1554
 TF1554  HISTORY     - Date     Condition        Report By
 TF1554  HISTORY     - 1963     MONUMENTED       CGS
 TF1554
 TF1554                          STATION DESCRIPTION
 TF1554
 TF1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1554'4.25 MI NE FROM DONNYBROOK.
 TF1554'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1554'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7 TO
 TF1554'BENCH MARK J 278, THENCE 1.0 MILES NORTH ALONG COUNTY ROAD 7, 51 FEET
 TF1554'WEST OF THE CENTER LINE OF THE ROAD, 35 FEET NORTH OF THE CENTER LINE
 TF1554'OF A FIELD ROAD, 31.6 FEET EAST OF M 7 Z R.M. 2, 34.7 FEET SOUTH OF M
 TF1554'7 Z R.M. 1, 6 1/2 FEET NORTH OF A CORNER FENCE POST, 2.5 FEET
 TF1554'SOUTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 TF1554'POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1551 ***********************************************************************
 TF1551  DESIGNATION -  M 7 Z AZ MK
 TF1551  PID         -  TF1551
 TF1551  STATE/COUNTY-  ND/RENVILLE
 TF1551  USGS QUAD   -  TOLLEY SE (1949)
 TF1551
 TF1551                         *CURRENT SURVEY CONTROL
 TF1551  ___________________________________________________________________
 TF1551* NAD 83(1986)-  48 33 17.     (N)    101 50 35.     (W)     SCALED    
 TF1551* NAVD 88     -       584.637  (meters)    1918.10   (feet)  ADJUSTED  
 TF1551  ___________________________________________________________________
 TF1551  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 TF1551  DYNAMIC HT  -         584.748 (meters)    1918.46  (feet)  COMP
 TF1551  MODELED GRAV-     980,781.3   (mgal)                       NAVD 88
 TF1551
 TF1551  VERT ORDER  -  SECOND    CLASS 0
 TF1551
 TF1551.The horizontal coordinates were scaled from a topographic map and have
 TF1551.an estimated accuracy of +/- 6 seconds.
 TF1551
 TF1551.The orthometric height was determined by differential leveling
 TF1551.and adjusted by the National Geodetic Survey in June 1991..
 TF1551
 TF1551.The geoid height was determined by GEOID03.
 TF1551
 TF1551.The dynamic height is computed by dividing the NAVD 88
 TF1551.geopotential number by the normal gravity value computed on the
 TF1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1551.degrees latitude (g = 980.6199 gals.).
 TF1551
 TF1551.The modeled gravity was interpolated from observed gravity values.
 TF1551
 TF1551;                    North         East    Units  Estimated Accuracy
 TF1551;SPC ND N     -   173,730.      500,860.      MT  (+/- 180 meters Scaled)
 TF1551
 TF1551                          SUPERSEDED SURVEY CONTROL
 TF1551
 TF1551  NGVD 29 (??/??/92)  584.25   (m)         1916.8    (f) COMPUTED    2 0
 TF1551
 TF1551.Superseded values are not recommended for survey control.
 TF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1551.See file dsdata.txt to determine how the superseded data were derived.
 TF1551
 TF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU902818(NAD 83)
 TF1551_MARKER: DZ = AZIMUTH MARK DISK
 TF1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1551_STAMPING: M 7 Z 1963
 TF1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1551+STABILITY: SURFACE MOTION
 TF1551
 TF1551  HISTORY     - Date     Condition        Report By
 TF1551  HISTORY     - 1963     MONUMENTED       CGS
 TF1551
 TF1551                          STATION DESCRIPTION
 TF1551
 TF1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1551'4.85 MI NE FROM DONNYBROOK.
 TF1551'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1551'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7,
 TF1551'THENCE 1.6 MILES NORTH ALONG COUNTY ROAD 7, 51 FEET EAST OF THE CENTER
 TF1551'LINE OF THE ROAD, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 TF1551'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1551'4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1552 ***********************************************************************
 TF1552  DESIGNATION -  M 7 Z RM 1
 TF1552  PID         -  TF1552
 TF1552  STATE/COUNTY-  ND/WARD
 TF1552  USGS QUAD   -  TOLLEY SE (1949)
 TF1552
 TF1552                         *CURRENT SURVEY CONTROL
 TF1552  ___________________________________________________________________
 TF1552* NAD 83(1986)-  48 32 48.     (N)    101 50 36.     (W)     SCALED    
 TF1552* NAVD 88     -       586.605  (meters)    1924.55   (feet)  ADJUSTED  
 TF1552  ___________________________________________________________________
 TF1552  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 TF1552  DYNAMIC HT  -         586.716 (meters)    1924.92  (feet)  COMP
 TF1552  MODELED GRAV-     980,781.0   (mgal)                       NAVD 88
 TF1552
 TF1552  VERT ORDER  -  SECOND    CLASS 0
 TF1552
 TF1552.The horizontal coordinates were scaled from a topographic map and have
 TF1552.an estimated accuracy of +/- 6 seconds.
 TF1552
 TF1552.The orthometric height was determined by differential leveling
 TF1552.and adjusted by the National Geodetic Survey in June 1991..
 TF1552
 TF1552.The geoid height was determined by GEOID03.
 TF1552
 TF1552.The dynamic height is computed by dividing the NAVD 88
 TF1552.geopotential number by the normal gravity value computed on the
 TF1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1552.degrees latitude (g = 980.6199 gals.).
 TF1552
 TF1552.The modeled gravity was interpolated from observed gravity values.
 TF1552
 TF1552;                    North         East    Units  Estimated Accuracy
 TF1552;SPC ND N     -   172,830.      500,830.      MT  (+/- 180 meters Scaled)
 TF1552
 TF1552                          SUPERSEDED SURVEY CONTROL
 TF1552
 TF1552  NGVD 29 (??/??/92)  586.21   (m)         1923.3    (f) COMPUTED    2 0
 TF1552
 TF1552.Superseded values are not recommended for survey control.
 TF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1552.See file dsdata.txt to determine how the superseded data were derived.
 TF1552
 TF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU901809(NAD 83)
 TF1552_MARKER: DR = REFERENCE MARK DISK
 TF1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1552_STAMPING: M 7 Z NO 1 1963
 TF1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1552+STABILITY: SURFACE MOTION
 TF1552
 TF1552  HISTORY     - Date     Condition        Report By
 TF1552  HISTORY     - 1963     MONUMENTED       CGS
 TF1552
 TF1552                          STATION DESCRIPTION
 TF1552
 TF1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1552'4.25 MI NE FROM DONNYBROOK.
 TF1552'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1552'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7 TO
 TF1552'BENCH MARK J 278, THENCE 1.0 MILES NORTH ALONG COUNTY ROAD 7, 49 FEET
 TF1552'WEST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTH OF THE CENTER LINE
 TF1552'OF A FIELD ROAD, 34.7 FEET NORTH OF M 7 Z 1963, ABOUT 1 FOOT ABOVE THE
 TF1552'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1552'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1553 ***********************************************************************
 TF1553  DESIGNATION -  M 7 Z RM 2
 TF1553  PID         -  TF1553
 TF1553  STATE/COUNTY-  ND/WARD
 TF1553  USGS QUAD   -  TOLLEY SE (1949)
 TF1553
 TF1553                         *CURRENT SURVEY CONTROL
 TF1553  ___________________________________________________________________
 TF1553* NAD 83(1986)-  48 32 49.     (N)    101 50 35.     (W)     SCALED    
 TF1553* NAVD 88     -       586.271  (meters)    1923.46   (feet)  ADJUSTED  
 TF1553  ___________________________________________________________________
 TF1553  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 TF1553  DYNAMIC HT  -         586.382 (meters)    1923.82  (feet)  COMP
 TF1553  MODELED GRAV-     980,781.0   (mgal)                       NAVD 88
 TF1553
 TF1553  VERT ORDER  -  SECOND    CLASS 0
 TF1553
 TF1553.The horizontal coordinates were scaled from a topographic map and have
 TF1553.an estimated accuracy of +/- 6 seconds.
 TF1553
 TF1553.The orthometric height was determined by differential leveling
 TF1553.and adjusted by the National Geodetic Survey in June 1991..
 TF1553
 TF1553.The geoid height was determined by GEOID03.
 TF1553
 TF1553.The dynamic height is computed by dividing the NAVD 88
 TF1553.geopotential number by the normal gravity value computed on the
 TF1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1553.degrees latitude (g = 980.6199 gals.).
 TF1553
 TF1553.The modeled gravity was interpolated from observed gravity values.
 TF1553
 TF1553;                    North         East    Units  Estimated Accuracy
 TF1553;SPC ND N     -   172,860.      500,850.      MT  (+/- 180 meters Scaled)
 TF1553
 TF1553                          SUPERSEDED SURVEY CONTROL
 TF1553
 TF1553  NGVD 29 (??/??/92)  585.88   (m)         1922.2    (f) COMPUTED    2 0
 TF1553
 TF1553.Superseded values are not recommended for survey control.
 TF1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1553.See file dsdata.txt to determine how the superseded data were derived.
 TF1553
 TF1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU901809(NAD 83)
 TF1553_MARKER: DR = REFERENCE MARK DISK
 TF1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1553_STAMPING: M 7 Z NO 2 1963
 TF1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1553+STABILITY: SURFACE MOTION
 TF1553
 TF1553  HISTORY     - Date     Condition        Report By
 TF1553  HISTORY     - 1963     MONUMENTED       CGS
 TF1553
 TF1553                          STATION DESCRIPTION
 TF1553
 TF1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1553'4.25 MI NE FROM DONNYBROOK.
 TF1553'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1553'STATION AT DONNYBROOK, THENCE 1.55 MILES EAST ALONG COUNTY ROAD 7 TO
 TF1553'BENCH MARK J 278, THENCE 1.0 MILES NORTH ALONG COUNTY ROAD 7, 82 FEET
 TF1553'WEST OF THE CENTER LINE OF THE ROAD, 28 1/2 FEET NORTH OF THE CENTER
 TF1553'LINE OF A FIELD ROAD, 31.6 FEET WEST OF M 7 Z 1963, 1 FOOT NORTH OF A
 TF1553'FENCE, ABOUT LEVEL WITH THE FIELD ROAD AND SET IN THE TOP OF A
 TF1553'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1260 ***********************************************************************
 TE1260  DESIGNATION -  M 73
 TE1260  PID         -  TE1260
 TE1260  STATE/COUNTY-  ND/BENSON
 TE1260  USGS QUAD   -  BRINSMADE (1978)
 TE1260
 TE1260                         *CURRENT SURVEY CONTROL
 TE1260  ___________________________________________________________________
 TE1260* NAD 83(1986)-  48 10 29.     (N)    099 19 11.     (W)     SCALED    
 TE1260* NAVD 88     -       477.324  (meters)    1566.02   (feet)  ADJUSTED  
 TE1260  ___________________________________________________________________
 TE1260  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 TE1260  DYNAMIC HT  -         477.402 (meters)    1566.28  (feet)  COMP
 TE1260  MODELED GRAV-     980,760.6   (mgal)                       NAVD 88
 TE1260
 TE1260  VERT ORDER  -  FIRST     CLASS II
 TE1260
 TE1260.The horizontal coordinates were scaled from a topographic map and have
 TE1260.an estimated accuracy of +/- 6 seconds.
 TE1260
 TE1260.The orthometric height was determined by differential leveling
 TE1260.and adjusted by the National Geodetic Survey in June 1991..
 TE1260
 TE1260.The geoid height was determined by GEOID03.
 TE1260
 TE1260.The dynamic height is computed by dividing the NAVD 88
 TE1260.geopotential number by the normal gravity value computed on the
 TE1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1260.degrees latitude (g = 980.6199 gals.).
 TE1260
 TE1260.The modeled gravity was interpolated from observed gravity values.
 TE1260
 TE1260;                    North         East    Units  Estimated Accuracy
 TE1260;SPC ND N     -   131,280.      687,770.      MT  (+/- 180 meters Scaled)
 TE1260
 TE1260                          SUPERSEDED SURVEY CONTROL
 TE1260
 TE1260  NGVD 29 (??/??/92)  476.937  (m)         1564.75   (f) ADJ UNCH    1 2
 TE1260
 TE1260.Superseded values are not recommended for survey control.
 TE1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1260.See file dsdata.txt to determine how the superseded data were derived.
 TE1260
 TE1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU762357(NAD 83)
 TE1260_MARKER: DB = BENCH MARK DISK
 TE1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1260_STAMPING: M 73 1934
 TE1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1260+STABILITY: SURFACE MOTION
 TE1260
 TE1260  HISTORY     - Date     Condition        Report By
 TE1260  HISTORY     - 1934     MONUMENTED       CGS
 TE1260  HISTORY     - 1935     GOOD             NGS
 TE1260  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1260
 TE1260                          STATION DESCRIPTION
 TE1260
 TE1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1260'0.6 MI S FROM BRINSMADE.
 TE1260'0.6 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 TE1260'BRINSMADE, BENSON COUNTY, ABOUT 100 YARDS NORTH OF MILEPOST 97, IN
 TE1260'SECTION 7, T 154 N, R 67 W, 61.5 FEET SOUTHEAST OF THE THIRD POLE
 TE1260'NORTH OF THE MILEPOST, 52.5 FEET SOUTHWEST OF A WHISTLE POST, 39.5
 TE1260'FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 14 FEET EAST OF A
 TE1260'ROW OF TELEPHONE POLES.  A STANDARD DISK, STAMPED M 73 1934 AND SET IN
 TE1260'THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 TE1260
 TE1260                          STATION RECOVERY (1982)
 TE1260
 TE1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1260'NOT RECOVERED, INACCESSIBLE, ALSO, LEVEL LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0542 ***********************************************************************
 SM0542  DESIGNATION -  M 74
 SM0542  PID         -  SM0542
 SM0542  STATE/COUNTY-  ND/FOSTER
 SM0542  USGS QUAD   -  BORDULAC NE (1951)
 SM0542
 SM0542                         *CURRENT SURVEY CONTROL
 SM0542  ___________________________________________________________________
 SM0542* NAD 83(1986)-  47 27 24.     (N)    098 49 14.     (W)     SCALED    
 SM0542* NAVD 88     -       477.660  (meters)    1567.12   (feet)  ADJUSTED  
 SM0542  ___________________________________________________________________
 SM0542  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SM0542  DYNAMIC HT  -         477.718 (meters)    1567.31  (feet)  COMP
 SM0542  MODELED GRAV-     980,718.8   (mgal)                       NAVD 88
 SM0542
 SM0542  VERT ORDER  -  SECOND    CLASS 0
 SM0542
 SM0542.The horizontal coordinates were scaled from a topographic map and have
 SM0542.an estimated accuracy of +/- 6 seconds.
 SM0542
 SM0542.The orthometric height was determined by differential leveling
 SM0542.and adjusted by the National Geodetic Survey in June 1991..
 SM0542
 SM0542.The geoid height was determined by GEOID03.
 SM0542
 SM0542.The dynamic height is computed by dividing the NAVD 88
 SM0542.geopotential number by the normal gravity value computed on the
 SM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0542.degrees latitude (g = 980.6199 gals.).
 SM0542
 SM0542.The modeled gravity was interpolated from observed gravity values.
 SM0542
 SM0542;                    North         East    Units  Estimated Accuracy
 SM0542;SPC ND N     -    52,150.      726,630.      MT  (+/- 180 meters Scaled)
 SM0542
 SM0542                          SUPERSEDED SURVEY CONTROL
 SM0542
 SM0542  NGVD 29 (??/??/92)  477.29   (m)         1565.9    (f) COMPUTED    2 0
 SM0542
 SM0542.Superseded values are not recommended for survey control.
 SM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0542.See file dsdata.txt to determine how the superseded data were derived.
 SM0542
 SM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT135559(NAD 83)
 SM0542_MARKER: DB = BENCH MARK DISK
 SM0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0542_STAMPING: M-74 -- 1934
 SM0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0542+STABILITY: SURFACE MOTION
 SM0542
 SM0542  HISTORY     - Date     Condition        Report By
 SM0542  HISTORY     - 1934     MONUMENTED       CGS
 SM0542
 SM0542                          STATION DESCRIPTION
 SM0542
 SM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0542'11.3 MI W FROM GLENFIELD.
 SM0542'11.3 MILES WEST OF STATE HY. 7 AND G.N. RWY. CROSSING AT GLENFIELD. 25
 SM0542'FEET WEST OF CENTERLINE OF SMALL TRAIL.  0.3 MILES SOUTH OF A HIGH
 SM0542'HILL.  21 FEET SOUTH OF CENTERLINE OF STATE HY. 7.  STANDARD TABLET
 SM0542'SET IN A CONCRETE POST 1 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0543 ***********************************************************************
 SM0543  DESIGNATION -  M 74 RESET
 SM0543  PID         -  SM0543
 SM0543  STATE/COUNTY-  ND/FOSTER
 SM0543  USGS QUAD   -  BORDULAC NE (1951)
 SM0543
 SM0543                         *CURRENT SURVEY CONTROL
 SM0543  ___________________________________________________________________
 SM0543* NAD 83(1986)-  47 27 24.     (N)    098 49 13.     (W)     SCALED    
 SM0543* NAVD 88     -       476.55   (+/-2cm)    1563.5    (feet)  VERTCON   
 SM0543  ___________________________________________________________________
 SM0543  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SM0543
 SM0543  VERT ORDER  -  THIRD (See Below)
 SM0543
 SM0543.The horizontal coordinates were scaled from a topographic map and have
 SM0543.an estimated accuracy of +/- 6 seconds.
 SM0543
 SM0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0543.The vertical order pertains to the NGVD 29 superseded value.
 SM0543
 SM0543.The geoid height was determined by GEOID03.
 SM0543
 SM0543;                    North         East    Units  Estimated Accuracy
 SM0543;SPC ND N     -    52,150.      726,650.      MT  (+/- 180 meters Scaled)
 SM0543
 SM0543                          SUPERSEDED SURVEY CONTROL
 SM0543
 SM0543  NGVD 29 (??/??/??)  476.18   (m)         1562.3    (f) RESET       3  
 SM0543
 SM0543.Superseded values are not recommended for survey control.
 SM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0543.See file dsdata.txt to determine how the superseded data were derived.
 SM0543
 SM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT135559(NAD 83)
 SM0543_MARKER: DB = BENCH MARK DISK
 SM0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0543_STAMPING: M 74 RESET 1948
 SM0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0543+STABILITY: SURFACE MOTION
 SM0543
 SM0543  HISTORY     - Date     Condition        Report By
 SM0543  HISTORY     - 1948     MONUMENTED       NDHD
 SM0543  HISTORY     - 1960     GOOD             NGS
 SM0543
 SM0543                          STATION DESCRIPTION
 SM0543
 SM0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0543'11.3 MI W FROM GLENFIELD.
 SM0543'11.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE GREAT NORTHERN RAILWAY
 SM0543'STATION AT GLENFIELD, FOSTER COUNTY, NEAR THE NORTHEAST CORNER OF SEC.
 SM0543'21, T. 146 N., R. 64 W., 347 FEET WEST AND 110 FEET SOUTH OF THE
 SM0543'SECTION CORNER.  A STANDARD DISK, STAMPED M 74 RESET 1948 AND SET IN
 SM0543'THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 36 FEET SOUTH OF THE RIGHT
 SM0543'OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0100 ***********************************************************************
 SN0100  DESIGNATION -  M 76
 SN0100  PID         -  SN0100
 SN0100  STATE/COUNTY-  ND/MCLEAN
 SN0100  USGS QUAD   -  MERCER (1959)
 SN0100
 SN0100                         *CURRENT SURVEY CONTROL
 SN0100  ___________________________________________________________________
 SN0100* NAD 83(1986)-  47 29 08.     (N)    100 41 40.     (W)     SCALED    
 SN0100* NAVD 88     -       586.007  (meters)    1922.59   (feet)  ADJUSTED  
 SN0100  ___________________________________________________________________
 SN0100  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 SN0100  DYNAMIC HT  -         586.058 (meters)    1922.76  (feet)  COMP
 SN0100  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 SN0100
 SN0100  VERT ORDER  -  SECOND    CLASS 0
 SN0100
 SN0100.The horizontal coordinates were scaled from a topographic map and have
 SN0100.an estimated accuracy of +/- 6 seconds.
 SN0100
 SN0100.The orthometric height was determined by differential leveling
 SN0100.and adjusted by the National Geodetic Survey in June 1991..
 SN0100
 SN0100.The geoid height was determined by GEOID03.
 SN0100
 SN0100.The dynamic height is computed by dividing the NAVD 88
 SN0100.geopotential number by the normal gravity value computed on the
 SN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0100.degrees latitude (g = 980.6199 gals.).
 SN0100
 SN0100.The modeled gravity was interpolated from observed gravity values.
 SN0100
 SN0100;                    North         East    Units  Estimated Accuracy
 SN0100;SPC ND N     -    54,000.      585,350.      MT  (+/- 180 meters Scaled)
 SN0100
 SN0100                          SUPERSEDED SURVEY CONTROL
 SN0100
 SN0100  NGVD 29 (??/??/92)  585.610  (m)         1921.29   (f) ADJ UNCH    2 0
 SN0100
 SN0100.Superseded values are not recommended for survey control.
 SN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0100.See file dsdata.txt to determine how the superseded data were derived.
 SN0100
 SN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT723605(NAD 83)
 SN0100_MARKER: DB = BENCH MARK DISK
 SN0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0100_STAMPING: M 76 1934
 SN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0100+STABILITY: SURFACE MOTION
 SN0100
 SN0100  HISTORY     - Date     Condition        Report By
 SN0100  HISTORY     - 1934     MONUMENTED       CGS
 SN0100  HISTORY     - 1958     GOOD             NGS
 SN0100
 SN0100                          STATION DESCRIPTION
 SN0100
 SN0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0100'0.9 MI E FROM MERCER.
 SN0100'0.9 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0100'MERCER, MCLEAN COUNTY, 21.5 FEET WEST OF MILEPOST 75, 11 POLES WEST OF
 SN0100'A WATER TANK, AT A DIRT-ROAD CROSSING, 32 FEET WEST OF THE CENTERLINE
 SN0100'OF THE ROAD, AND 13 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 SN0100'STAMPED M 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SN0100'INCHES ABOVE GROUND.  NOTE-- THE WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0516 ***********************************************************************
 TG0516  DESIGNATION -  M 77
 TG0516  PID         -  TG0516
 TG0516  STATE/COUNTY-  ND/MOUNTRAIL
 TG0516  USGS QUAD   -  BELDEN (1981)
 TG0516
 TG0516                         *CURRENT SURVEY CONTROL
 TG0516  ___________________________________________________________________
 TG0516* NAD 83(1986)-  48 08 22.     (N)    102 21 14.     (W)     SCALED    
 TG0516* NAVD 88     -       699.869  (meters)    2296.15   (feet)  ADJUSTED  
 TG0516  ___________________________________________________________________
 TG0516  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG0516  DYNAMIC HT  -         699.966 (meters)    2296.47  (feet)  COMP
 TG0516  MODELED GRAV-     980,726.2   (mgal)                       NAVD 88
 TG0516
 TG0516  VERT ORDER  -  SECOND    CLASS 0
 TG0516
 TG0516.The horizontal coordinates were scaled from a topographic map and have
 TG0516.an estimated accuracy of +/- 6 seconds.
 TG0516
 TG0516.The orthometric height was determined by differential leveling
 TG0516.and adjusted by the National Geodetic Survey in June 1991..
 TG0516
 TG0516.The geoid height was determined by GEOID03.
 TG0516
 TG0516.The dynamic height is computed by dividing the NAVD 88
 TG0516.geopotential number by the normal gravity value computed on the
 TG0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0516.degrees latitude (g = 980.6199 gals.).
 TG0516
 TG0516.The modeled gravity was interpolated from observed gravity values.
 TG0516
 TG0516;                    North         East    Units  Estimated Accuracy
 TG0516;SPC ND N     -   128,350.      462,050.      MT  (+/- 180 meters Scaled)
 TG0516
 TG0516                          SUPERSEDED SURVEY CONTROL
 TG0516
 TG0516.No superseded survey control is available for this station.
 TG0516
 TG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP968351(NAD 83)
 TG0516_MARKER: DB = BENCH MARK DISK
 TG0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0516_STAMPING: M-77 -- 1934
 TG0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0516+STABILITY: SURFACE MOTION
 TG0516
 TG0516  HISTORY     - Date     Condition        Report By
 TG0516  HISTORY     - 1934     MONUMENTED       CGS
 TG0516  HISTORY     - 1946     GOOD             NGS
 TG0516
 TG0516                          STATION DESCRIPTION
 TG0516
 TG0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0516'14.2 MI S FROM STANLEY.
 TG0516'14.2 MILES SOUTH OF, ALONG STATE HY. NO. 8. 14.2 MILES SOUTH OF THE
 TG0516'COUNTY COURT HOUSE AT STANLEY.  1 MILE SOUTH OF THE POST OFFICE AT
 TG0516'BELDEN.  49 FT. NORTH OF CENTERLINE OF A COUNTY ROAD THAT TURNS WEST
 TG0516'OFF OF HY.  26 FT. NORTH OF CENTERLINE OF WEST CONCRETE HEADWALL OF AN
 TG0516'18 IN. CORRUGATED IRON PIPE CULVERT UNDER HIGHWAY.  STANDARD TABLET
 TG0516'SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 TG0516
 TG0516                          STATION RECOVERY (1946)
 TG0516
 TG0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0517 ***********************************************************************
 TG0517  DESIGNATION -  M 77 RESET
 TG0517  PID         -  TG0517
 TG0517  STATE/COUNTY-  ND/MOUNTRAIL
 TG0517  USGS QUAD   -  BELDEN (1981)
 TG0517
 TG0517                         *CURRENT SURVEY CONTROL
 TG0517  ___________________________________________________________________
 TG0517* NAD 83(1986)-  48 08 22.     (N)    102 21 14.     (W)     SCALED    
 TG0517* NAVD 88     -       702.364  (meters)    2304.34   (feet)  ADJUSTED  
 TG0517  ___________________________________________________________________
 TG0517  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG0517  DYNAMIC HT  -         702.461 (meters)    2304.66  (feet)  COMP
 TG0517  MODELED GRAV-     980,726.2   (mgal)                       NAVD 88
 TG0517
 TG0517  VERT ORDER  -  SECOND    CLASS 0
 TG0517
 TG0517.The horizontal coordinates were scaled from a topographic map and have
 TG0517.an estimated accuracy of +/- 6 seconds.
 TG0517
 TG0517.The orthometric height was determined by differential leveling
 TG0517.and adjusted by the National Geodetic Survey in June 1991..
 TG0517
 TG0517.The geoid height was determined by GEOID03.
 TG0517
 TG0517.The dynamic height is computed by dividing the NAVD 88
 TG0517.geopotential number by the normal gravity value computed on the
 TG0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0517.degrees latitude (g = 980.6199 gals.).
 TG0517
 TG0517.The modeled gravity was interpolated from observed gravity values.
 TG0517
 TG0517;                    North         East    Units  Estimated Accuracy
 TG0517;SPC ND N     -   128,350.      462,050.      MT  (+/- 180 meters Scaled)
 TG0517
 TG0517                          SUPERSEDED SURVEY CONTROL
 TG0517
 TG0517  NGVD 29 (??/??/92)  701.904  (m)         2302.83   (f) ADJ UNCH    2 0
 TG0517
 TG0517.Superseded values are not recommended for survey control.
 TG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0517.See file dsdata.txt to determine how the superseded data were derived.
 TG0517
 TG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP968351(NAD 83)
 TG0517_MARKER: DB = BENCH MARK DISK
 TG0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0517_STAMPING: M 77 RESET 1956
 TG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0517+STABILITY: SURFACE MOTION
 TG0517
 TG0517  HISTORY     - Date     Condition        Report By
 TG0517  HISTORY     - 1956     MONUMENTED       NDHD
 TG0517  HISTORY     - 1963     GOOD             NGS
 TG0517
 TG0517                          STATION DESCRIPTION
 TG0517
 TG0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0517'1.1 MI S FROM BELDEN.
 TG0517'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0517'BELDEN, 211 FEET NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD
 TG0517'LEADING WEST AND A TRACK ROAD LEADING EAST, 183 FEET NORTH OF THE
 TG0517'CENTERLINE OF THE ROAD LEADING WEST, 100 FEET WEST OF THE CENTERLINE
 TG0517'OF THE HIGHWAY, 139 FEET NORTHWEST OF A POWER POLE, 1.2 FEET NORTH OF
 TG0517'A METAL WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 TG0517'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 22, R 91 W,
 TG0517'T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0144 ***********************************************************************
 SO0144  DESIGNATION -  M 78
 SO0144  PID         -  SO0144
 SO0144  STATE/COUNTY-  ND/MCLEAN
 SO0144  USGS QUAD   -  RAUB (1967)
 SO0144
 SO0144                         *CURRENT SURVEY CONTROL
 SO0144  ___________________________________________________________________
 SO0144* NAD 83(1986)-  47 44 47.     (N)    102 02 43.     (W)     SCALED    
 SO0144* NAVD 88     -       575.038  (meters)    1886.60   (feet)  ADJUSTED  
 SO0144  ___________________________________________________________________
 SO0144  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 SO0144  DYNAMIC HT  -         575.109 (meters)    1886.84  (feet)  COMP
 SO0144  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 SO0144
 SO0144  VERT ORDER  -  SECOND    CLASS 0
 SO0144
 SO0144.The horizontal coordinates were scaled from a topographic map and have
 SO0144.an estimated accuracy of +/- 6 seconds.
 SO0144
 SO0144.The orthometric height was determined by differential leveling
 SO0144.and adjusted by the National Geodetic Survey in June 1991..
 SO0144
 SO0144.The geoid height was determined by GEOID03.
 SO0144
 SO0144.The dynamic height is computed by dividing the NAVD 88
 SO0144.geopotential number by the normal gravity value computed on the
 SO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0144.degrees latitude (g = 980.6199 gals.).
 SO0144
 SO0144.The modeled gravity was interpolated from observed gravity values.
 SO0144
 SO0144;                    North         East    Units  Estimated Accuracy
 SO0144;SPC ND N     -    84,150.      484,130.      MT  (+/- 180 meters Scaled)
 SO0144
 SO0144                          SUPERSEDED SURVEY CONTROL
 SO0144
 SO0144  NGVD 29 (??/??/92)  574.620  (m)         1885.23   (f) ADJ UNCH    2 0
 SO0144
 SO0144.Superseded values are not recommended for survey control.
 SO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0144.See file dsdata.txt to determine how the superseded data were derived.
 SO0144
 SO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN214923(NAD 83)
 SO0144_MARKER: DB = BENCH MARK DISK
 SO0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0144_SP_SET: ABUTMENT
 SO0144_STAMPING: M 78 1934
 SO0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0144
 SO0144  HISTORY     - Date     Condition        Report By
 SO0144  HISTORY     - 1934     MONUMENTED       CGS
 SO0144  HISTORY     - 1962     GOOD             NGS
 SO0144  HISTORY     - 1963     GOOD             NGS
 SO0144
 SO0144                          STATION DESCRIPTION
 SO0144
 SO0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0144'0.1 MI W FROM RAUB.
 SO0144'ABOUT 0.1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SO0144'THE HIGHWAY AND A GRAVELED COUNTY ROAD AT RAUB, SET IN THE TOP OF THE
 SO0144'NORTH END OF THE EAST CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE,
 SO0144'13.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 SO0144'BELOW THE LEVEL OF THE ROAD.
 SO0144
 SO0144                          STATION RECOVERY (1963)
 SO0144
 SO0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SO0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0355 ***********************************************************************
 SO0355  DESIGNATION -  M 79
 SO0355  PID         -  SO0355
 SO0355  STATE/COUNTY-  ND/DUNN
 SO0355  USGS QUAD   -  HALLIDAY (1973)
 SO0355
 SO0355                         *CURRENT SURVEY CONTROL
 SO0355  ___________________________________________________________________
 SO0355* NAD 83(1986)-  47 21 26.     (N)    102 19 46.     (W)     SCALED    
 SO0355* NAVD 88     -       622.902  (meters)    2043.64   (feet)  ADJUSTED  
 SO0355  ___________________________________________________________________
 SO0355  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0355  DYNAMIC HT  -         622.949 (meters)    2043.79  (feet)  COMP
 SO0355  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 SO0355
 SO0355  VERT ORDER  -  SECOND    CLASS 0
 SO0355
 SO0355.The horizontal coordinates were scaled from a topographic map and have
 SO0355.an estimated accuracy of +/- 6 seconds.
 SO0355
 SO0355.The orthometric height was determined by differential leveling
 SO0355.and adjusted by the National Geodetic Survey in June 1991..
 SO0355
 SO0355.The geoid height was determined by GEOID03.
 SO0355
 SO0355.The dynamic height is computed by dividing the NAVD 88
 SO0355.geopotential number by the normal gravity value computed on the
 SO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0355.degrees latitude (g = 980.6199 gals.).
 SO0355
 SO0355.The modeled gravity was interpolated from observed gravity values.
 SO0355
 SO0355;                    North         East    Units  Estimated Accuracy
 SO0355;SPC ND S     -   189,530.      461,810.      MT  (+/- 180 meters Scaled)
 SO0355
 SO0355                          SUPERSEDED SURVEY CONTROL
 SO0355
 SO0355  NGVD 29 (??/??/92)  622.475  (m)         2042.24   (f) ADJ UNCH    2 0
 SO0355
 SO0355.Superseded values are not recommended for survey control.
 SO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0355.See file dsdata.txt to determine how the superseded data were derived.
 SO0355
 SO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016483(NAD 83)
 SO0355_MARKER: DB = BENCH MARK DISK
 SO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0355_STAMPING: M 79 1934
 SO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0355+STABILITY: SURFACE MOTION
 SO0355
 SO0355  HISTORY     - Date     Condition        Report By
 SO0355  HISTORY     - 1934     MONUMENTED       CGS
 SO0355  HISTORY     - 1970     GOOD             NGS
 SO0355
 SO0355                          STATION DESCRIPTION
 SO0355
 SO0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 SO0355'0.95 MI NE FROM HALLIDAY.
 SO0355'REACHED FROM THE POST OFFICE IN HALLIDAY BY GOING EAST ON THE MAIN
 SO0355'STREET FOR 0.2 MILE TO THE T INTERSECTION WITH STATE HIGHWAY 8, THENCE
 SO0355'NORTH ON HIGHWAY 8 FOR 0.1 MILE TO A GRAVELED ROAD EAST, THENCE EAST
 SO0355'0.2 MILE ON GRAVELED ROAD, ABOUT 0.1 MILE WEST OF A STEEL BRIDGE, 120
 SO0355'FEET SOUTH OF CENTER OF GRAVELED ROAD, 10 FEET NORTH OF A FENCE, 2
 SO0355'FEET WEST OF A CONCRETE WITNESS POST, 1.5 FEET EAST OF A METAL WITNESS
 SO0355'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0356 ***********************************************************************
 SO0356  DESIGNATION -  M 79 RESET
 SO0356  PID         -  SO0356
 SO0356  STATE/COUNTY-  ND/DUNN
 SO0356  USGS QUAD   -  HALLIDAY (1973)
 SO0356
 SO0356                         *CURRENT SURVEY CONTROL
 SO0356  ___________________________________________________________________
 SO0356* NAD 83(1986)-  47 21 26.     (N)    102 19 46.     (W)     SCALED    
 SO0356* NAVD 88     -       622.91   (+/-2cm)    2043.7    (feet)  VERTCON   
 SO0356  ___________________________________________________________________
 SO0356  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0356
 SO0356  VERT ORDER  -  THIRD (See Below)
 SO0356
 SO0356.The horizontal coordinates were scaled from a topographic map and have
 SO0356.an estimated accuracy of +/- 6 seconds.
 SO0356
 SO0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0356.The vertical order pertains to the NGVD 29 superseded value.
 SO0356
 SO0356.The geoid height was determined by GEOID03.
 SO0356
 SO0356;                    North         East    Units  Estimated Accuracy
 SO0356;SPC ND S     -   189,530.      461,810.      MT  (+/- 180 meters Scaled)
 SO0356
 SO0356                          SUPERSEDED SURVEY CONTROL
 SO0356
 SO0356  NGVD 29 (11/04/04)  622.48   (m)         2042.3    (f) RESET       3  
 SO0356
 SO0356.Superseded values are not recommended for survey control.
 SO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0356.See file dsdata.txt to determine how the superseded data were derived.
 SO0356
 SO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN016483(NAD 83)
 SO0356_MARKER: DB = BENCH MARK DISK
 SO0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0356_STAMPING: M 79 RESET 1971
 SO0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0356+STABILITY: SURFACE MOTION
 SO0356
 SO0356  HISTORY     - Date     Condition        Report By
 SO0356  HISTORY     - 1971     MONUMENTED       NDHD
 SO0356
 SO0356                          STATION DESCRIPTION
 SO0356
 SO0356'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1971
 SO0356'0.8 MI NE FROM HALLIDAY.
 SO0356'ABOUT 0.2 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0356'FARMERS ELEVATOR AT HALLIDAY, THENCE 0.52 MILE NORTH ALONG STATE
 SO0356'HIGHWAY 8, THENCE ABOUT 902 FEET EAST ALONG A GRAVELED ROAD, ABOUT
 SO0356'0.13 MILE WEST OF A CONCRETE PIPE UNDER THE ROAD, 71 FEET NORTH OF THE
 SO0356'CENTER LINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, ABOUT 5 FEET
 SO0356'BELOW THE CENTER LINE OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 SO0356'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1571 ***********************************************************************
 TF1571  DESIGNATION -  M 8 B 1
 TF1571  PID         -  TF1571
 TF1571  STATE/COUNTY-  ND/WARD
 TF1571  USGS QUAD   -  DONNYBROOK (1948)
 TF1571
 TF1571                         *CURRENT SURVEY CONTROL
 TF1571  ___________________________________________________________________
 TF1571* NAD 83(1986)-  48 37 10.     (N)    101 57 09.     (W)     SCALED    
 TF1571* NAVD 88     -       594.964  (meters)    1951.98   (feet)  ADJUSTED  
 TF1571  ___________________________________________________________________
 TF1571  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1571  DYNAMIC HT  -         595.080 (meters)    1952.36  (feet)  COMP
 TF1571  MODELED GRAV-     980,785.4   (mgal)                       NAVD 88
 TF1571
 TF1571  VERT ORDER  -  SECOND    CLASS 0
 TF1571
 TF1571.The horizontal coordinates were scaled from a topographic map and have
 TF1571.an estimated accuracy of +/- 6 seconds.
 TF1571
 TF1571.The orthometric height was determined by differential leveling
 TF1571.and adjusted by the National Geodetic Survey in June 1991..
 TF1571
 TF1571.The geoid height was determined by GEOID03.
 TF1571
 TF1571.The dynamic height is computed by dividing the NAVD 88
 TF1571.geopotential number by the normal gravity value computed on the
 TF1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1571.degrees latitude (g = 980.6199 gals.).
 TF1571
 TF1571.The modeled gravity was interpolated from observed gravity values.
 TF1571
 TF1571;                    North         East    Units  Estimated Accuracy
 TF1571;SPC ND N     -   181,070.      492,920.      MT  (+/- 180 meters Scaled)
 TF1571
 TF1571                          SUPERSEDED SURVEY CONTROL
 TF1571
 TF1571  NGVD 29 (??/??/92)  594.58   (m)         1950.7    (f) COMPUTED    2 0
 TF1571
 TF1571.Superseded values are not recommended for survey control.
 TF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1571.See file dsdata.txt to determine how the superseded data were derived.
 TF1571
 TF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU824893(NAD 83)
 TF1571_MARKER: DD = SURVEY DISK
 TF1571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1571_SP_SET: CONCRETE CYLINDER
 TF1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1571
 TF1571  HISTORY     - Date     Condition        Report By
 TF1571  HISTORY     - UNK      MONUMENTED       DOD
 TF1571  HISTORY     - 1963     GOOD             NGS
 TF1571
 TF1571                          STATION DESCRIPTION
 TF1571
 TF1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1571'11.1 MI SE FROM KENMARE.
 TF1571'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1571'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1571'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 4.0 MILES SOUTH
 TF1571'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 123
 TF1571'YARDS NORTH OF THE CENTER LINE OF THE ROAD, AND THE TOP SURFACE OVER
 TF1571'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 TF1571'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1573 ***********************************************************************
 TF1573  DESIGNATION -  M 8 B 2
 TF1573  PID         -  TF1573
 TF1573  STATE/COUNTY-  ND/WARD
 TF1573  USGS QUAD   -  DONNYBROOK (1948)
 TF1573
 TF1573                         *CURRENT SURVEY CONTROL
 TF1573  ___________________________________________________________________
 TF1573* NAD 83(1986)-  48 37 16.     (N)    101 56 49.     (W)     SCALED    
 TF1573* NAVD 88     -       594.420  (meters)    1950.19   (feet)  ADJUSTED  
 TF1573  ___________________________________________________________________
 TF1573  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TF1573  DYNAMIC HT  -         594.535 (meters)    1950.57  (feet)  COMP
 TF1573  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TF1573
 TF1573  VERT ORDER  -  SECOND    CLASS 0
 TF1573
 TF1573.The horizontal coordinates were scaled from a topographic map and have
 TF1573.an estimated accuracy of +/- 6 seconds.
 TF1573
 TF1573.The orthometric height was determined by differential leveling
 TF1573.and adjusted by the National Geodetic Survey in June 1991..
 TF1573
 TF1573.The geoid height was determined by GEOID03.
 TF1573
 TF1573.The dynamic height is computed by dividing the NAVD 88
 TF1573.geopotential number by the normal gravity value computed on the
 TF1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1573.degrees latitude (g = 980.6199 gals.).
 TF1573
 TF1573.The modeled gravity was interpolated from observed gravity values.
 TF1573
 TF1573;                    North         East    Units  Estimated Accuracy
 TF1573;SPC ND N     -   181,250.      493,330.      MT  (+/- 180 meters Scaled)
 TF1573
 TF1573                          SUPERSEDED SURVEY CONTROL
 TF1573
 TF1573  NGVD 29 (??/??/92)  594.04   (m)         1948.9    (f) COMPUTED    2 0
 TF1573
 TF1573.Superseded values are not recommended for survey control.
 TF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1573.See file dsdata.txt to determine how the superseded data were derived.
 TF1573
 TF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU828895(NAD 83)
 TF1573_MARKER: DD = SURVEY DISK
 TF1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1573_SP_SET: CONCRETE
 TF1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1573
 TF1573  HISTORY     - Date     Condition        Report By
 TF1573  HISTORY     - UNK      MONUMENTED       DOD
 TF1573  HISTORY     - 1963     GOOD             NGS
 TF1573
 TF1573                          STATION DESCRIPTION
 TF1573
 TF1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1573'11.45 MI SE FROM KENMARE.
 TF1573'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1573'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1573'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 4.0 MILES SOUTH
 TF1573'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD,
 TF1573'THENCE 0.35 MILE NORTH-NORTHEAST ACROSS COUNTRY, AND THE TOP SURFACE
 TF1573'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TF1573'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1575 ***********************************************************************
 TF1575  DESIGNATION -  M 8 Z
 TF1575  PID         -  TF1575
 TF1575  STATE/COUNTY-  ND/WARD
 TF1575  USGS QUAD   -  DONNYBROOK (1948)
 TF1575
 TF1575                         *CURRENT SURVEY CONTROL
 TF1575  ___________________________________________________________________
 TF1575* NAD 83(1986)-  48 37 08.     (N)    101 56 41.     (W)     SCALED    
 TF1575* NAVD 88     -       592.060  (meters)    1942.45   (feet)  ADJUSTED  
 TF1575  ___________________________________________________________________
 TF1575  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TF1575  DYNAMIC HT  -         592.175 (meters)    1942.83  (feet)  COMP
 TF1575  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TF1575
 TF1575  VERT ORDER  -  SECOND    CLASS 0
 TF1575
 TF1575.The horizontal coordinates were scaled from a topographic map and have
 TF1575.an estimated accuracy of +/- 6 seconds.
 TF1575
 TF1575.The orthometric height was determined by differential leveling
 TF1575.and adjusted by the National Geodetic Survey in June 1991..
 TF1575
 TF1575.The geoid height was determined by GEOID03.
 TF1575
 TF1575.The dynamic height is computed by dividing the NAVD 88
 TF1575.geopotential number by the normal gravity value computed on the
 TF1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1575.degrees latitude (g = 980.6199 gals.).
 TF1575
 TF1575.The modeled gravity was interpolated from observed gravity values.
 TF1575
 TF1575;                    North         East    Units  Estimated Accuracy
 TF1575;SPC ND N     -   180,990.      493,490.      MT  (+/- 180 meters Scaled)
 TF1575
 TF1575                          SUPERSEDED SURVEY CONTROL
 TF1575
 TF1575  NGVD 29 (??/??/92)  591.68   (m)         1941.2    (f) COMPUTED    2 0
 TF1575
 TF1575.Superseded values are not recommended for survey control.
 TF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1575.See file dsdata.txt to determine how the superseded data were derived.
 TF1575
 TF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU829892(NAD 83)
 TF1575_MARKER: DS = TRIANGULATION STATION DISK
 TF1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1575_STAMPING: M 8 Z 1963
 TF1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1575+STABILITY: SURFACE MOTION
 TF1575
 TF1575  HISTORY     - Date     Condition        Report By
 TF1575  HISTORY     - 1963     MONUMENTED       CGS
 TF1575
 TF1575                          STATION DESCRIPTION
 TF1575
 TF1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1575'11.45 MI SE FROM KENMARE.
 TF1575'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1575'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1575'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 4.0 MILES SOUTH
 TF1575'ALONG A GRAVELED ROAD, THENCE 1.35 MILES EAST ALONG A GRAVELED ROAD,
 TF1575'42 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 117 FEET NORTH OF
 TF1575'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 38.3 FEET NORTHEAST OF M 8
 TF1575'Z R.M. 2, 43.8 FEET WEST-NORTHWEST OF M 8 Z R.M. 1, 143 FEET WEST OF A
 TF1575'TELEPHONE POLE, 21.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN
 TF1575'THE TOP OF A CONCRETE POST WHICH IS 1 FOOT BELOW THE SURFACE OF THE
 TF1575'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1572 ***********************************************************************
 TF1572  DESIGNATION -  M 8 Z AZ MK
 TF1572  PID         -  TF1572
 TF1572  STATE/COUNTY-  ND/WARD
 TF1572  USGS QUAD   -  DONNYBROOK (1948)
 TF1572
 TF1572                         *CURRENT SURVEY CONTROL
 TF1572  ___________________________________________________________________
 TF1572* NAD 83(1986)-  48 37 05.     (N)    101 57 08.     (W)     SCALED    
 TF1572* NAVD 88     -       593.686  (meters)    1947.78   (feet)  ADJUSTED  
 TF1572  ___________________________________________________________________
 TF1572  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1572  DYNAMIC HT  -         593.802 (meters)    1948.17  (feet)  COMP
 TF1572  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 TF1572
 TF1572  VERT ORDER  -  SECOND    CLASS 0
 TF1572
 TF1572.The horizontal coordinates were scaled from a topographic map and have
 TF1572.an estimated accuracy of +/- 6 seconds.
 TF1572
 TF1572.The orthometric height was determined by differential leveling
 TF1572.and adjusted by the National Geodetic Survey in June 1991..
 TF1572
 TF1572.The geoid height was determined by GEOID03.
 TF1572
 TF1572.The dynamic height is computed by dividing the NAVD 88
 TF1572.geopotential number by the normal gravity value computed on the
 TF1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1572.degrees latitude (g = 980.6199 gals.).
 TF1572
 TF1572.The modeled gravity was interpolated from observed gravity values.
 TF1572
 TF1572;                    North         East    Units  Estimated Accuracy
 TF1572;SPC ND N     -   180,910.      492,940.      MT  (+/- 180 meters Scaled)
 TF1572
 TF1572                          SUPERSEDED SURVEY CONTROL
 TF1572
 TF1572  NGVD 29 (??/??/92)  593.30   (m)         1946.5    (f) COMPUTED    2 0
 TF1572
 TF1572.Superseded values are not recommended for survey control.
 TF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1572.See file dsdata.txt to determine how the superseded data were derived.
 TF1572
 TF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU824892(NAD 83)
 TF1572_MARKER: DZ = AZIMUTH MARK DISK
 TF1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1572_STAMPING: M 8 Z 1963
 TF1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1572+STABILITY: SURFACE MOTION
 TF1572
 TF1572  HISTORY     - Date     Condition        Report By
 TF1572  HISTORY     - 1963     MONUMENTED       CGS
 TF1572
 TF1572                          STATION DESCRIPTION
 TF1572
 TF1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1572'11.1 MI SE FROM KENMARE.
 TF1572'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1572'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1572'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 4.0 MILES SOUTH
 TF1572'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 0.2
 TF1572'MILE EAST OF A TWO STORY HOUSE ON THE SOUTH SIDE OF THE ROAD, 70 FEET
 TF1572'NORTHEAST OF A POWER POLE, 30 FEET SOUTH OF THE CENTER LINE OF THE
 TF1572'ROAD, 18 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 2.0 FEET
 TF1572'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF1572'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1576 ***********************************************************************
 TF1576  DESIGNATION -  M 8 Z RM 1
 TF1576  PID         -  TF1576
 TF1576  STATE/COUNTY-  ND/WARD
 TF1576  USGS QUAD   -  DONNYBROOK (1948)
 TF1576
 TF1576                         *CURRENT SURVEY CONTROL
 TF1576  ___________________________________________________________________
 TF1576* NAD 83(1986)-  48 37 08.     (N)    101 56 41.     (W)     SCALED    
 TF1576* NAVD 88     -       591.643  (meters)    1941.08   (feet)  ADJUSTED  
 TF1576  ___________________________________________________________________
 TF1576  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TF1576  DYNAMIC HT  -         591.758 (meters)    1941.46  (feet)  COMP
 TF1576  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TF1576
 TF1576  VERT ORDER  -  SECOND    CLASS 0
 TF1576
 TF1576.The horizontal coordinates were scaled from a topographic map and have
 TF1576.an estimated accuracy of +/- 6 seconds.
 TF1576
 TF1576.The orthometric height was determined by differential leveling
 TF1576.and adjusted by the National Geodetic Survey in June 1991..
 TF1576
 TF1576.The geoid height was determined by GEOID03.
 TF1576
 TF1576.The dynamic height is computed by dividing the NAVD 88
 TF1576.geopotential number by the normal gravity value computed on the
 TF1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1576.degrees latitude (g = 980.6199 gals.).
 TF1576
 TF1576.The modeled gravity was interpolated from observed gravity values.
 TF1576
 TF1576;                    North         East    Units  Estimated Accuracy
 TF1576;SPC ND N     -   180,990.      493,490.      MT  (+/- 180 meters Scaled)
 TF1576
 TF1576                          SUPERSEDED SURVEY CONTROL
 TF1576
 TF1576  NGVD 29 (??/??/92)  591.26   (m)         1939.8    (f) COMPUTED    2 0
 TF1576
 TF1576.Superseded values are not recommended for survey control.
 TF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1576.See file dsdata.txt to determine how the superseded data were derived.
 TF1576
 TF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU829892(NAD 83)
 TF1576_MARKER: DR = REFERENCE MARK DISK
 TF1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1576_STAMPING: M 8 Z NO 1 1963
 TF1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1576+STABILITY: SURFACE MOTION
 TF1576
 TF1576  HISTORY     - Date     Condition        Report By
 TF1576  HISTORY     - 1963     MONUMENTED       CGS
 TF1576
 TF1576                          STATION DESCRIPTION
 TF1576
 TF1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1576'11.45 MI SE FROM KENMARE.
 TF1576'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1576'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1576'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 4.0 MILES SOUTH
 TF1576'ALONG A GRAVELED ROAD, THENCE 1.35 MILES EAST ALONG A GRAVELED ROAD,
 TF1576'43.8 FEET EAST-SOUTHEAST OF M 8 Z 1963, 28 FEET NORTH OF THE CENTER
 TF1576'LINE OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 TF1576'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1574 ***********************************************************************
 TF1574  DESIGNATION -  M 8 Z RM 2
 TF1574  PID         -  TF1574
 TF1574  STATE/COUNTY-  ND/WARD
 TF1574  USGS QUAD   -  DONNYBROOK (1948)
 TF1574
 TF1574                         *CURRENT SURVEY CONTROL
 TF1574  ___________________________________________________________________
 TF1574* NAD 83(1986)-  48 37 08.     (N)    101 56 41.     (W)     SCALED    
 TF1574* NAVD 88     -       591.994  (meters)    1942.23   (feet)  ADJUSTED  
 TF1574  ___________________________________________________________________
 TF1574  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 TF1574  DYNAMIC HT  -         592.109 (meters)    1942.61  (feet)  COMP
 TF1574  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TF1574
 TF1574  VERT ORDER  -  SECOND    CLASS 0
 TF1574
 TF1574.The horizontal coordinates were scaled from a topographic map and have
 TF1574.an estimated accuracy of +/- 6 seconds.
 TF1574
 TF1574.The orthometric height was determined by differential leveling
 TF1574.and adjusted by the National Geodetic Survey in June 1991..
 TF1574
 TF1574.The geoid height was determined by GEOID03.
 TF1574
 TF1574.The dynamic height is computed by dividing the NAVD 88
 TF1574.geopotential number by the normal gravity value computed on the
 TF1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1574.degrees latitude (g = 980.6199 gals.).
 TF1574
 TF1574.The modeled gravity was interpolated from observed gravity values.
 TF1574
 TF1574;                    North         East    Units  Estimated Accuracy
 TF1574;SPC ND N     -   180,990.      493,490.      MT  (+/- 180 meters Scaled)
 TF1574
 TF1574                          SUPERSEDED SURVEY CONTROL
 TF1574
 TF1574  NGVD 29 (??/??/92)  591.61   (m)         1941.0    (f) COMPUTED    2 0
 TF1574
 TF1574.Superseded values are not recommended for survey control.
 TF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1574.See file dsdata.txt to determine how the superseded data were derived.
 TF1574
 TF1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU829892(NAD 83)
 TF1574_MARKER: DR = REFERENCE MARK DISK
 TF1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1574_STAMPING: M 8 Z NO 2 1963
 TF1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1574+STABILITY: SURFACE MOTION
 TF1574
 TF1574  HISTORY     - Date     Condition        Report By
 TF1574  HISTORY     - 1963     MONUMENTED       CGS
 TF1574
 TF1574                          STATION DESCRIPTION
 TF1574
 TF1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1574'11.45 MI SE FROM KENMARE.
 TF1574'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1574'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1574'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 4.0 MILES SOUTH
 TF1574'ALONG A GRAVELED ROAD, THENCE 1.35 MILES EAST ALONG A GRAVELED ROAD,
 TF1574'29 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 38.3 FEET
 TF1574'WEST-SOUTHWEST OF M 8 Z 1963, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF1574'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 TF1574'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0867 ***********************************************************************
 SN0867  DESIGNATION -  M 80
 SN0867  PID         -  SN0867
 SN0867  STATE/COUNTY-  ND/OLIVER
 SN0867  USGS QUAD   -  WASHBURN (1980)
 SN0867
 SN0867                         *CURRENT SURVEY CONTROL
 SN0867  ___________________________________________________________________
 SN0867* NAD 83(1986)-  47 16 17.     (N)    101 03 59.     (W)     SCALED    
 SN0867* NAVD 88     -       508.722  (meters)    1669.03   (feet)  ADJUSTED  
 SN0867  ___________________________________________________________________
 SN0867  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SN0867  DYNAMIC HT  -         508.761 (meters)    1669.16  (feet)  COMP
 SN0867  MODELED GRAV-     980,673.9   (mgal)                       NAVD 88
 SN0867
 SN0867  VERT ORDER  -  SECOND    CLASS 0
 SN0867
 SN0867.The horizontal coordinates were scaled from a topographic map and have
 SN0867.an estimated accuracy of +/- 6 seconds.
 SN0867
 SN0867.The orthometric height was determined by differential leveling
 SN0867.and adjusted by the National Geodetic Survey in June 1991..
 SN0867
 SN0867.The geoid height was determined by GEOID03.
 SN0867
 SN0867.The dynamic height is computed by dividing the NAVD 88
 SN0867.geopotential number by the normal gravity value computed on the
 SN0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0867.degrees latitude (g = 980.6199 gals.).
 SN0867
 SN0867.The modeled gravity was interpolated from observed gravity values.
 SN0867
 SN0867;                    North         East    Units  Estimated Accuracy
 SN0867;SPC ND S     -   178,530.      557,140.      MT  (+/- 180 meters Scaled)
 SN0867
 SN0867                          SUPERSEDED SURVEY CONTROL
 SN0867
 SN0867  NGVD 29 (??/??/92)  508.330  (m)         1667.75   (f) ADJ UNCH    2 0
 SN0867
 SN0867.Superseded values are not recommended for survey control.
 SN0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0867.See file dsdata.txt to determine how the superseded data were derived.
 SN0867
 SN0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437373(NAD 83)
 SN0867_MARKER: DB = BENCH MARK DISK
 SN0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0867_STAMPING: M 80 1934 1667.789
 SN0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0867+STABILITY: SURFACE MOTION
 SN0867
 SN0867  HISTORY     - Date     Condition        Report By
 SN0867  HISTORY     - 1934     MONUMENTED       CGS
 SN0867  HISTORY     - 1958     GOOD             NGS
 SN0867  HISTORY     - 1982     GOOD             NGS
 SN0867
 SN0867                          STATION DESCRIPTION
 SN0867
 SN0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0867'1.75 MI NE FROM HENSLER.
 SN0867'0.15 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0867'HENSLER, THENCE ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 SN0867'ABOUT 1.0 MILE EAST ALONG A GRADED DIRT ROAD, 56 FEET SOUTHWEST OF THE
 SN0867'CENTER OF THE INTERSECTION OF THE ROADS, 33 FEET SOUTH OF THE CENTER
 SN0867'LINE OF THE ROAD LEADING WEST, 44 FEET WEST OF THE CENTER LINE OF THE
 SN0867'NORTH-SOUTH ROAD, 8 FEET NORTH-NORTHWEST OF A POWER POLE, 1 FOOT EAST
 SN0867'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF
 SN0867'A CONCRETE POST PROJECTING 3 INCHES.
 SN0867
 SN0867                          STATION RECOVERY (1982)
 SN0867
 SN0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0996 ***********************************************************************
 SN0996  DESIGNATION -  M 81
 SN0996  PID         -  SN0996
 SN0996  STATE/COUNTY-  ND/MERCER
 SN0996  USGS QUAD   -  ZAP (1969)
 SN0996
 SN0996                         *CURRENT SURVEY CONTROL
 SN0996  ___________________________________________________________________
 SN0996* NAD 83(1986)-  47 17 03.     (N)    101 54 19.     (W)     SCALED    
 SN0996* NAVD 88     -       557.084  (meters)    1827.70   (feet)  ADJUSTED  
 SN0996  ___________________________________________________________________
 SN0996  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN0996  DYNAMIC HT  -         557.116 (meters)    1827.80  (feet)  COMP
 SN0996  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 SN0996
 SN0996  VERT ORDER  -  SECOND    CLASS 0
 SN0996
 SN0996.The horizontal coordinates were scaled from a topographic map and have
 SN0996.an estimated accuracy of +/- 6 seconds.
 SN0996
 SN0996.The orthometric height was determined by differential leveling
 SN0996.and adjusted by the National Geodetic Survey in June 1991..
 SN0996
 SN0996.The geoid height was determined by GEOID03.
 SN0996
 SN0996.The dynamic height is computed by dividing the NAVD 88
 SN0996.geopotential number by the normal gravity value computed on the
 SN0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0996.degrees latitude (g = 980.6199 gals.).
 SN0996
 SN0996.The modeled gravity was interpolated from observed gravity values.
 SN0996
 SN0996;                    North         East    Units  Estimated Accuracy
 SN0996;SPC ND S     -   180,750.      493,700.      MT  (+/- 180 meters Scaled)
 SN0996
 SN0996                          SUPERSEDED SURVEY CONTROL
 SN0996
 SN0996  NGVD 29 (??/??/92)  556.675  (m)         1826.36   (f) ADJ UNCH    2 0
 SN0996
 SN0996.Superseded values are not recommended for survey control.
 SN0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0996.See file dsdata.txt to determine how the superseded data were derived.
 SN0996
 SN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT803408(NAD 83)
 SN0996_MARKER: DB = BENCH MARK DISK
 SN0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0996_STAMPING: M 81 1934
 SN0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0996+STABILITY: SURFACE MOTION
 SN0996
 SN0996  HISTORY     - Date     Condition        Report By
 SN0996  HISTORY     - 1934     MONUMENTED       CGS
 SN0996  HISTORY     - 1958     GOOD             NGS
 SN0996
 SN0996                          STATION DESCRIPTION
 SN0996
 SN0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0996'0.85 MI E FROM ZAP.
 SN0996'0.85 MILE EAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0996'ZAP, 3 1/2 POLES WEST OF MILEPOST 79, 41 FEET NORTH OF THE NORTH RAIL,
 SN0996'21 FEET WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS
 SN0996'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 SN0996'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0379 ***********************************************************************
 SO0379  DESIGNATION -  M 82
 SO0379  PID         -  SO0379
 SO0379  STATE/COUNTY-  ND/DUNN
 SO0379  USGS QUAD   -  KILLDEER (1974)
 SO0379
 SO0379                         *CURRENT SURVEY CONTROL
 SO0379  ___________________________________________________________________
 SO0379* NAD 83(1986)-  47 21 50.     (N)    102 45 32.     (W)     SCALED    
 SO0379* NAVD 88     -       684.774  (meters)    2246.63   (feet)  ADJUSTED  
 SO0379  ___________________________________________________________________
 SO0379  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 SO0379  DYNAMIC HT  -         684.817 (meters)    2246.77  (feet)  COMP
 SO0379  MODELED GRAV-     980,652.6   (mgal)                       NAVD 88
 SO0379
 SO0379  VERT ORDER  -  SECOND    CLASS 0
 SO0379
 SO0379.The horizontal coordinates were scaled from a topographic map and have
 SO0379.an estimated accuracy of +/- 6 seconds.
 SO0379
 SO0379.The orthometric height was determined by differential leveling
 SO0379.and adjusted by the National Geodetic Survey in June 1991..
 SO0379
 SO0379.The geoid height was determined by GEOID03.
 SO0379
 SO0379.The dynamic height is computed by dividing the NAVD 88
 SO0379.geopotential number by the normal gravity value computed on the
 SO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0379.degrees latitude (g = 980.6199 gals.).
 SO0379
 SO0379.The modeled gravity was interpolated from observed gravity values.
 SO0379
 SO0379;                    North         East    Units  Estimated Accuracy
 SO0379;SPC ND S     -   191,120.      429,400.      MT  (+/- 180 meters Scaled)
 SO0379
 SO0379                          SUPERSEDED SURVEY CONTROL
 SO0379
 SO0379  NGVD 29 (??/??/92)  684.292  (m)         2245.05   (f) ADJ UNCH    2 0
 SO0379
 SO0379.Superseded values are not recommended for survey control.
 SO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0379.See file dsdata.txt to determine how the superseded data were derived.
 SO0379
 SO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN692480(NAD 83)
 SO0379_MARKER: DB = BENCH MARK DISK
 SO0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0379_STAMPING: M 82 1934
 SO0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0379+STABILITY: SURFACE MOTION
 SO0379
 SO0379  HISTORY     - Date     Condition        Report By
 SO0379  HISTORY     - 1934     MONUMENTED       CGS
 SO0379  HISTORY     - 1934     GOOD             NGS
 SO0379  HISTORY     - 1973     MARK NOT FOUND   USGS
 SO0379
 SO0379                          STATION DESCRIPTION
 SO0379
 SO0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SO0379'0.7 MI SW FROM KILLDEER.
 SO0379'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE NORTHERN PACIFIC
 SO0379'RAILWAY STATION AT KILLDEER, DUNN COUNTY, AT THE JUNCTION OF STATE
 SO0379'HIGHWAY 22, AT THE MIDDLE OF A CURVE, 144 FEET NORTHEAST OF THE
 SO0379'CENTERLINE OF STATE HIGHWAY 25, 47 FEET WEST OF THE CENTERLINE OF
 SO0379'STATE HIGHWAY 22, 61 FEET SOUTH OF THE CENTER OF A CROSSROADS, AND 12
 SO0379'FEET SOUTH OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST
 SO0379'PROJECTING 6 INCHES ABOVE GROUND.
 SO0379
 SO0379                          STATION RECOVERY (1973)
 SO0379
 SO0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 SO0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0152 ***********************************************************************
 RS0152  DESIGNATION -  M 84
 RS0152  PID         -  RS0152
 RS0152  STATE/COUNTY-  ND/STARK
 RS0152  USGS QUAD   -  BELFIELD (1981)
 RS0152
 RS0152                         *CURRENT SURVEY CONTROL
 RS0152  ___________________________________________________________________
 RS0152* NAD 83(1986)-  46 53 48.     (N)    103 11 24.     (W)     SCALED    
 RS0152* NAVD 88     -       800.678  (meters)    2626.89   (feet)  ADJUSTED  
 RS0152  ___________________________________________________________________
 RS0152  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RS0152  DYNAMIC HT  -         800.664 (meters)    2626.85  (feet)  COMP
 RS0152  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 RS0152
 RS0152  VERT ORDER  -  SECOND    CLASS 0
 RS0152
 RS0152.The horizontal coordinates were scaled from a topographic map and have
 RS0152.an estimated accuracy of +/- 6 seconds.
 RS0152
 RS0152.The orthometric height was determined by differential leveling
 RS0152.and adjusted by the National Geodetic Survey in June 1991..
 RS0152
 RS0152.The geoid height was determined by GEOID03.
 RS0152
 RS0152.The dynamic height is computed by dividing the NAVD 88
 RS0152.geopotential number by the normal gravity value computed on the
 RS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0152.degrees latitude (g = 980.6199 gals.).
 RS0152
 RS0152.The modeled gravity was interpolated from observed gravity values.
 RS0152
 RS0152;                    North         East    Units  Estimated Accuracy
 RS0152;SPC ND S     -   140,230.      395,070.      MT  (+/- 180 meters Scaled)
 RS0152
 RS0152                          SUPERSEDED SURVEY CONTROL
 RS0152
 RS0152  NGVD 29 (??/??/92)  800.122  (m)         2625.07   (f) ADJ UNCH    2 0
 RS0152
 RS0152.Superseded values are not recommended for survey control.
 RS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0152.See file dsdata.txt to determine how the superseded data were derived.
 RS0152
 RS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM378952(NAD 83)
 RS0152_MARKER: DB = BENCH MARK DISK
 RS0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0152_STAMPING: M 84 1934
 RS0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0152+STABILITY: SURFACE MOTION
 RS0152
 RS0152  HISTORY     - Date     Condition        Report By
 RS0152  HISTORY     - 1934     MONUMENTED       CGS
 RS0152  HISTORY     - 1961     MARK NOT FOUND   USGS
 RS0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0152
 RS0152                          STATION DESCRIPTION
 RS0152
 RS0152'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 RS0152'0.7 MI NE FROM BELFIELD.
 RS0152'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE NORTHERN PACIFIC
 RS0152'RAILWAY STATION AT BELFIELD, STARK COUNTY, 185 FEET NORTHEAST OF THE
 RS0152'WYE AT THE INTERSECTION OF U.S. HIGHWAY 10, 60 FEET NORTH OF THE
 RS0152'CENTERLINE OF U.S. HIGHWAY 10, AND 54 FEET SOUTHEAST OF THE CENTERLINE
 RS0152'OF U.S. HIGHWAY 85.  A STANDARD DISK, STAMPED M 84 1934 AND SET IN THE
 RS0152'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RS0152
 RS0152                          STATION RECOVERY (1982)
 RS0152
 RS0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0453 ***********************************************************************
 SO0453  DESIGNATION -  M 87
 SO0453  PID         -  SO0453
 SO0453  STATE/COUNTY-  ND/MCKENZIE
 SO0453  USGS QUAD   -  BLUE BUTTES (1965)
 SO0453
 SO0453                         *CURRENT SURVEY CONTROL
 SO0453  ___________________________________________________________________
 SO0453* NAD 83(1986)-  47 58 37.     (N)    102 50 41.     (W)     SCALED    
 SO0453* NAVD 88     -       721.871  (meters)    2368.34   (feet)  ADJUSTED  
 SO0453  ___________________________________________________________________
 SO0453  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 SO0453  DYNAMIC HT  -         721.950 (meters)    2368.60  (feet)  COMP
 SO0453  MODELED GRAV-     980,697.3   (mgal)                       NAVD 88
 SO0453
 SO0453  VERT ORDER  -  SECOND    CLASS 0
 SO0453
 SO0453.The horizontal coordinates were scaled from a topographic map and have
 SO0453.an estimated accuracy of +/- 6 seconds.
 SO0453
 SO0453.The orthometric height was determined by differential leveling
 SO0453.and adjusted by the National Geodetic Survey in June 1991..
 SO0453
 SO0453.The geoid height was determined by GEOID03.
 SO0453
 SO0453.The dynamic height is computed by dividing the NAVD 88
 SO0453.geopotential number by the normal gravity value computed on the
 SO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0453.degrees latitude (g = 980.6199 gals.).
 SO0453
 SO0453.The modeled gravity was interpolated from observed gravity values.
 SO0453
 SO0453;                    North         East    Units  Estimated Accuracy
 SO0453;SPC ND N     -   111,280.      424,980.      MT  (+/- 180 meters Scaled)
 SO0453
 SO0453                          SUPERSEDED SURVEY CONTROL
 SO0453
 SO0453  NGVD 29 (??/??/92)  721.376  (m)         2366.71   (f) ADJ UNCH    2 0
 SO0453
 SO0453.Superseded values are not recommended for survey control.
 SO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0453.See file dsdata.txt to determine how the superseded data were derived.
 SO0453
 SO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP608159(NAD 83)
 SO0453_MARKER: DB = BENCH MARK DISK
 SO0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0453_STAMPING: M 87 1934
 SO0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0453+STABILITY: SURFACE MOTION
 SO0453
 SO0453  HISTORY     - Date     Condition        Report By
 SO0453  HISTORY     - 1934     MONUMENTED       CGS
 SO0453  HISTORY     - 1958     GOOD             NGS
 SO0453  HISTORY     - 1964     MARK NOT FOUND   USGS
 SO0453
 SO0453                          STATION DESCRIPTION
 SO0453
 SO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0453'14.3 MI W FROM SANISH.
 SO0453'IN MCKENZIE COUNTY, 14.3 MILES WEST ALONG STATE HIGHWAY 23 FROM THE
 SO0453'WEST END OF THE BRIDGE OVER MISSOURI RIVER AT SANISH, MOUNTRAIL
 SO0453'COUNTY, ON THE TOP OF A HILL, 30 FEET NORTH OF THE CENTERLINE OF THE
 SO0453'HIGHWAY, AND 15.5 FEET NORTHWEST OF A CORNER POST IN A NORTH-AND-SOUTH
 SO0453'QUARTER-SECTION-LINE FENCE, AND SET IN THE TOP OF A CONCRETE POST
 SO0453'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- IT IS ON THE EAST SLOPE OF A
 SO0453'HILL AND THE NEW HIGHWAY WILL PASS ABOUT 50 YARDS NORTH OF THE MARK.
 SO0453'THE MARK IS 13.15 MILES WEST OF THE WEST END OF THE BRIDGE OVER THE
 SO0453'MISSOURI RIVER AND GARRISON RESERVOIR AND IS ON THE SOUTH SIDE OF THE
 SO0453'NEW HIGHWAY.
 SO0453
 SO0453                          STATION RECOVERY (1964)
 SO0453
 SO0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SO0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1029 ***********************************************************************
 SN1029  DESIGNATION -  M 88
 SN1029  PID         -  SN1029
 SN1029  STATE/COUNTY-  ND/WARD
 SN1029  USGS QUAD   -  RYDER (1981)
 SN1029
 SN1029                         *CURRENT SURVEY CONTROL
 SN1029  ___________________________________________________________________
 SN1029* NAD 83(1986)-  47 55 52.     (N)    101 43 19.     (W)     SCALED    
 SN1029* NAVD 88     -       637.004  (meters)    2089.90   (feet)  ADJUSTED  
 SN1029  ___________________________________________________________________
 SN1029  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 SN1029  DYNAMIC HT  -         637.086 (meters)    2090.17  (feet)  COMP
 SN1029  MODELED GRAV-     980,719.5   (mgal)                       NAVD 88
 SN1029
 SN1029  VERT ORDER  -  SECOND    CLASS 0
 SN1029
 SN1029.The horizontal coordinates were scaled from a topographic map and have
 SN1029.an estimated accuracy of +/- 6 seconds.
 SN1029
 SN1029.The orthometric height was determined by differential leveling
 SN1029.and adjusted by the National Geodetic Survey in June 1991..
 SN1029.WARNING-Repeat measurements at this control monument indicate possible
 SN1029.vertical movement.
 SN1029
 SN1029.The geoid height was determined by GEOID03.
 SN1029
 SN1029.The dynamic height is computed by dividing the NAVD 88
 SN1029.geopotential number by the normal gravity value computed on the
 SN1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1029.degrees latitude (g = 980.6199 gals.).
 SN1029
 SN1029.The modeled gravity was interpolated from observed gravity values.
 SN1029
 SN1029;                    North         East    Units  Estimated Accuracy
 SN1029;SPC ND N     -   104,250.      508,700.      MT  (+/- 180 meters Scaled)
 SN1029
 SN1029                          SUPERSEDED SURVEY CONTROL
 SN1029
 SN1029  NGVD 29 (??/??/92)  636.596  (m)         2088.57   (f) ADJ UNCH    2 0
 SN1029
 SN1029.Superseded values are not recommended for survey control.
 SN1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1029.See file dsdata.txt to determine how the superseded data were derived.
 SN1029
 SN1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU966122(NAD 83)
 SN1029_MARKER: DB = BENCH MARK DISK
 SN1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1029_STAMPING: M 88 1934
 SN1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1029+STABILITY: SURFACE MOTION
 SN1029
 SN1029  HISTORY     - Date     Condition        Report By
 SN1029  HISTORY     - 1934     MONUMENTED       CGS
 SN1029  HISTORY     - 1962     GOOD             NGS
 SN1029
 SN1029                          STATION DESCRIPTION
 SN1029
 SN1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1029'2.45 MI NW FROM RYDER.
 SN1029'2.45 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1029'RYDER, AT A ROAD CROSSING, 177 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SN1029'CROSSING, 35.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 54 FEET SOUTHEAST
 SN1029'OF A TELEGRAPH POLE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2
 SN1029'FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN1029'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0953 ***********************************************************************
 TG0953  DESIGNATION -  M 89
 TG0953  PID         -  TG0953
 TG0953  STATE/COUNTY-  ND/BURKE
 TG0953  USGS QUAD   -  COLUMBUS (1971)
 TG0953
 TG0953                         *CURRENT SURVEY CONTROL
 TG0953  ___________________________________________________________________
 TG0953* NAD 83(1986)-  48 54 05.     (N)    102 51 01.     (W)     SCALED    
 TG0953* NAVD 88     -       586.879  (meters)    1925.45   (feet)  ADJUSTED  
 TG0953  ___________________________________________________________________
 TG0953  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 TG0953  DYNAMIC HT  -         587.013 (meters)    1925.89  (feet)  COMP
 TG0953  MODELED GRAV-     980,818.7   (mgal)                       NAVD 88
 TG0953
 TG0953  VERT ORDER  -  SECOND    CLASS 0
 TG0953
 TG0953.The horizontal coordinates were scaled from a topographic map and have
 TG0953.an estimated accuracy of +/- 6 seconds.
 TG0953
 TG0953.The orthometric height was determined by differential leveling
 TG0953.and adjusted by the National Geodetic Survey in June 1991..
 TG0953
 TG0953.The geoid height was determined by GEOID03.
 TG0953
 TG0953.The dynamic height is computed by dividing the NAVD 88
 TG0953.geopotential number by the normal gravity value computed on the
 TG0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0953.degrees latitude (g = 980.6199 gals.).
 TG0953
 TG0953.The modeled gravity was interpolated from observed gravity values.
 TG0953
 TG0953;                    North         East    Units  Estimated Accuracy
 TG0953;SPC ND N     -   214,040.      427,710.      MT  (+/- 180 meters Scaled)
 TG0953
 TG0953                          SUPERSEDED SURVEY CONTROL
 TG0953
 TG0953  NGVD 29 (??/??/92)  586.454  (m)         1924.06   (f) ADJ UNCH    2 0
 TG0953
 TG0953.Superseded values are not recommended for survey control.
 TG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0953.See file dsdata.txt to determine how the superseded data were derived.
 TG0953
 TG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ575187(NAD 83)
 TG0953_MARKER: DB = BENCH MARK DISK
 TG0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0953_STAMPING: M 89 1934
 TG0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0953+STABILITY: SURFACE MOTION
 TG0953
 TG0953  HISTORY     - Date     Condition        Report By
 TG0953  HISTORY     - 1934     MONUMENTED       CGS
 TG0953
 TG0953                          STATION DESCRIPTION
 TG0953
 TG0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0953'3.2 MI W FROM COLUMBUS.
 TG0953'3.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0953'COLUMBUS, BURKE COUNTY, 8 POLES WEST OF MILEPOST 561, 132 YARDS EAST
 TG0953'OF THE CENTERLINE OF A SECTION-LINE ROAD CROSSING THE TRACK, AND 36
 TG0953'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED M 89 1934 AND
 TG0953'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0055 ***********************************************************************
 RR0055  FBN         -  This is a Federal Base Network Control Station.
 RR0055  DESIGNATION -  M 9
 RR0055  PID         -  RR0055
 RR0055  STATE/COUNTY-  ND/EMMONS
 RR0055  USGS QUAD   -  STRASBURG (1971)
 RR0055
 RR0055                         *CURRENT SURVEY CONTROL
 RR0055  ___________________________________________________________________
 RR0055* NAD 83(1996)-  46 07 53.17554(N)    100 09 19.04047(W)     ADJUSTED  
 RR0055* NAVD 88     -       549.194  (meters)    1801.81   (feet)  ADJUSTED  
 RR0055  ___________________________________________________________________
 RR0055  X           -    -780,759.192 (meters)                     COMP
 RR0055  Y           -  -4,358,790.606 (meters)                     COMP
 RR0055  Z           -   4,575,764.180 (meters)                     COMP
 RR0055  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 RR0055  ELLIP HEIGHT-         527.09  (meters)          (04/07/03) GPS OBS
 RR0055  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 RR0055  DYNAMIC HT  -         549.163 (meters)    1801.71  (feet)  COMP
 RR0055  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 RR0055
 RR0055  HORZ ORDER  -  B
 RR0055  VERT ORDER  -  FIRST     CLASS II
 RR0055  ELLP ORDER  -  THIRD     CLASS II
 RR0055
 RR0055.The horizontal coordinates were established by GPS observations
 RR0055.and adjusted by the National Geodetic Survey in August 1997..
 RR0055
 RR0055.The orthometric height was determined by differential leveling
 RR0055.and adjusted by the National Geodetic Survey in June 1991..
 RR0055
 RR0055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0055
 RR0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0055
 RR0055.The ellipsoidal height was determined by GPS observations
 RR0055.and is referenced to NAD 83.
 RR0055
 RR0055.The geoid height was determined by GEOID03.
 RR0055
 RR0055.The dynamic height is computed by dividing the NAVD 88
 RR0055.geopotential number by the normal gravity value computed on the
 RR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0055.degrees latitude (g = 980.6199 gals.).
 RR0055
 RR0055.The modeled gravity was interpolated from observed gravity values.
 RR0055
 RR0055;                    North         East     Units Scale Factor Converg.
 RR0055;SPC ND S     -    51,721.092   626,639.349   MT  1.00001061   +0 15 05.1
 RR0055;SPC ND S     -   169,688.62  2,055,903.38   iFT  1.00001061   +0 15 05.1
 RR0055;UTM  14      - 5,109,299.982   410,755.583   MT  0.99969791   -0 49 58.6
 RR0055
 RR0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0055!SPC ND S     -   0.99991738  x   1.00001061  =   0.99992799
 RR0055!UTM  14      -   0.99991738  x   0.99969791  =   0.99961531
 RR0055
 RR0055                          SUPERSEDED SURVEY CONTROL
 RR0055
 RR0055  ELLIP H (08/29/97)  527.13   (m)                       GP(       ) 3 2
 RR0055  NAVD 88 (08/29/97)  549.19   (m)         1801.8    (f) LEVELING    3  
 RR0055  NGVD 29 (??/??/92)  548.784  (m)         1800.47   (f) ADJ UNCH    1 2
 RR0055
 RR0055.Superseded values are not recommended for survey control.
 RR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0055.See file dsdata.txt to determine how the superseded data were derived.
 RR0055
 RR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS1075609300(NAD 83)
 RR0055_MARKER: DB = BENCH MARK DISK
 RR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0055_STAMPING: M 9 1800.469 1927
 RR0055_MARK LOGO: CGS   
 RR0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0055+STABILITY: SURFACE MOTION
 RR0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0055+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2002
 RR0055
 RR0055  HISTORY     - Date     Condition        Report By
 RR0055  HISTORY     - 1927     MONUMENTED       CGS
 RR0055  HISTORY     - 1957     GOOD             NGS
 RR0055  HISTORY     - 19960730 GOOD             NGS
 RR0055  HISTORY     - 20020609 GOOD             NGS
 RR0055
 RR0055                          STATION DESCRIPTION
 RR0055
 RR0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0055'0.2 MI SE FROM STRASBURG.
 RR0055'0.2 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RR0055'RAILROAD FROM THE STATION AT STRASBURG, EMMONS COUNTY, AT A ROAD
 RR0055'CROSSING, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 RR0055'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 73 FEET NORTHWEST OF THE
 RR0055'FIRST POLE NORTHWEST OF THE ROAD CROSSING, IN LINE WITH THE ROW OF
 RR0055'POLES, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 RR0055'STAMPED 1800.469 M 9 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0055'PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- SLIGHTLY BATTERED. IT
 RR0055'IS ABOUT 40 YARDS SOUTH OF A ROAD CROSSING AND 12 FEET SOUTHEAST OF
 RR0055'POWER LINE POLE NO. 5323.
 RR0055
 RR0055                          STATION RECOVERY (1996)
 RR0055
 RR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 RR0055'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF STRASBURG, BETWEEN
 RR0055'RODEO ROAD AND A RAILROAD BED (TRACKS ARE PRESENTLY REMOVED), AND IN
 RR0055'LINE WITH A LINE OF POWER POLES.  OWNERSHIP -- BURLINGTON NORTHERN
 RR0055'RAILROAD, 35 EAST WACKER DRIVE, CHICAGO, IL, 60601, PHONE
 RR0055'312-419-8288.  THE PROPERTY WILL BE SOLD TO FARMERS LUMBER AND DAIRY
 RR0055'IN THE NEAR FUTURE, MANAGER IS CLEO SCHNABEL, 900 EAST MAIN,
 RR0055'STRASBURG, ND 58573, PHONE 701-336-7433 OR 800-518-7433.  TO REACH
 RR0055'FROM THE T-JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 13 EAST,
 RR0055'SOUTH OF LINTON, GO SOUTH ON HIGHWAY 83 FOR 15.1 KM (9.40 MI) TO THE
 RR0055'JUNCTION OF MAIN STREET ON THE WEST SIDE OF STRASBURG.  TURN LEFT,
 RR0055'EAST, ON MAIN STREET FOR 0.96 KM (0.60 MI) TO A PAVED CROSSROAD (RODEO
 RR0055'ROAD) JUST WEST OF THE GRAIN ELEVATOR IN STRASBURG.  TURN RIGHT,
 RR0055'SOUTH, ON RODEO ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 RR0055'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 RR0055'PROJECTING 5 CM.  IT IS 19.6 M (64.3 FT) NORTHEAST OF AND ABOUT 1 M
 RR0055'(3.3 FT) LOWER THAN THE CENTER OF THE ROAD, 14.4 M (47.2 FT)
 RR0055'WEST-NORTHWEST OF A POWER POLE WITH THREE GUY WIRES (FIRST POLE NORTH
 RR0055'OF A ROAD CROSSING), AND IN LINE WITH THE POWERLINE, 13.0 M (42.7 FT)
 RR0055'SOUTHWEST OF THE CENTER OF THE RAILROAD BED, 0.7 M (2.3 FT) SOUTHEAST
 RR0055'OF A FIBERGLASS WITNESS POST, AND 0.3 M (1.0 FT) SOUTHWEST OF A STEEL
 RR0055'POST.  THE TOP OF THE POST AND DISK HAS BEEN SOMEWHAT BEAT ON BUT THE
 RR0055'STATION IS STILL IN GOOD CONDITION.
 RR0055
 RR0055                          STATION RECOVERY (2002)
 RR0055
 RR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 RR0055'RECOVERED AS DESCRIBED.
 RR0055'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0167 ***********************************************************************
 TG0167  DESIGNATION -  M 9 B 1
 TG0167  PID         -  TG0167
 TG0167  STATE/COUNTY-  ND/WARD
 TG0167  USGS QUAD   -  KENMARE (1981)
 TG0167
 TG0167                         *CURRENT SURVEY CONTROL
 TG0167  ___________________________________________________________________
 TG0167* NAD 83(1986)-  48 40 36.     (N)    102 01 03.     (W)     SCALED    
 TG0167* NAVD 88     -       591.917  (meters)    1941.98   (feet)  ADJUSTED  
 TG0167  ___________________________________________________________________
 TG0167  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 TG0167  DYNAMIC HT  -         592.032 (meters)    1942.36  (feet)  COMP
 TG0167  MODELED GRAV-     980,786.4   (mgal)                       NAVD 88
 TG0167
 TG0167  VERT ORDER  -  SECOND    CLASS 0
 TG0167
 TG0167.The horizontal coordinates were scaled from a topographic map and have
 TG0167.an estimated accuracy of +/- 6 seconds.
 TG0167
 TG0167.The orthometric height was determined by differential leveling
 TG0167.and adjusted by the National Geodetic Survey in June 1991..
 TG0167
 TG0167.The geoid height was determined by GEOID03.
 TG0167
 TG0167.The dynamic height is computed by dividing the NAVD 88
 TG0167.geopotential number by the normal gravity value computed on the
 TG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0167.degrees latitude (g = 980.6199 gals.).
 TG0167
 TG0167.The modeled gravity was interpolated from observed gravity values.
 TG0167
 TG0167;                    North         East    Units  Estimated Accuracy
 TG0167;SPC ND N     -   187,520.      488,250.      MT  (+/- 180 meters Scaled)
 TG0167
 TG0167                          SUPERSEDED SURVEY CONTROL
 TG0167
 TG0167  NGVD 29 (??/??/92)  591.52   (m)         1940.7    (f) COMPUTED    2 0
 TG0167
 TG0167.Superseded values are not recommended for survey control.
 TG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0167.See file dsdata.txt to determine how the superseded data were derived.
 TG0167
 TG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP195958(NAD 83)
 TG0167_MARKER: DD = SURVEY DISK
 TG0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0167+STABILITY: SURFACE MOTION
 TG0167
 TG0167  HISTORY     - Date     Condition        Report By
 TG0167  HISTORY     - UNK      MONUMENTED       DOD
 TG0167  HISTORY     - 1963     GOOD             NGS
 TG0167
 TG0167                          STATION DESCRIPTION
 TG0167
 TG0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0167'4.1 MI E FROM KENMARE.
 TG0167'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0167'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG0167'52, THENCE 2.5 MILES EAST ALONG COUNTY ROAD 2, 115 FEET NORTH OF THE
 TG0167'CENTER LINE OF THE ROAD, 129 FEET WEST-NORTHWEST OF BENCH MARK B 337,
 TG0167'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TG0167'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TG0167'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0166 ***********************************************************************
 TG0166  DESIGNATION -  M 9 B 2
 TG0166  PID         -  TG0166
 TG0166  STATE/COUNTY-  ND/WARD
 TG0166  USGS QUAD   -  KENMARE (1981)
 TG0166
 TG0166                         *CURRENT SURVEY CONTROL
 TG0166  ___________________________________________________________________
 TG0166* NAD 83(1986)-  48 40 55.     (N)    102 00 46.     (W)     SCALED    
 TG0166* NAVD 88     -       591.147  (meters)    1939.45   (feet)  ADJUSTED  
 TG0166  ___________________________________________________________________
 TG0166  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TG0166  DYNAMIC HT  -         591.263 (meters)    1939.84  (feet)  COMP
 TG0166  MODELED GRAV-     980,786.7   (mgal)                       NAVD 88
 TG0166
 TG0166  VERT ORDER  -  SECOND    CLASS 0
 TG0166
 TG0166.The horizontal coordinates were scaled from a topographic map and have
 TG0166.an estimated accuracy of +/- 6 seconds.
 TG0166
 TG0166.The orthometric height was determined by differential leveling
 TG0166.and adjusted by the National Geodetic Survey in June 1991..
 TG0166
 TG0166.The geoid height was determined by GEOID03.
 TG0166
 TG0166.The dynamic height is computed by dividing the NAVD 88
 TG0166.geopotential number by the normal gravity value computed on the
 TG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0166.degrees latitude (g = 980.6199 gals.).
 TG0166
 TG0166.The modeled gravity was interpolated from observed gravity values.
 TG0166
 TG0166;                    North         East    Units  Estimated Accuracy
 TG0166;SPC ND N     -   188,100.      488,610.      MT  (+/- 180 meters Scaled)
 TG0166
 TG0166                          SUPERSEDED SURVEY CONTROL
 TG0166
 TG0166  NGVD 29 (??/??/92)  590.76   (m)         1938.2    (f) COMPUTED    2 0
 TG0166
 TG0166.Superseded values are not recommended for survey control.
 TG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0166.See file dsdata.txt to determine how the superseded data were derived.
 TG0166
 TG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP198964(NAD 83)
 TG0166_MARKER: DD = SURVEY DISK
 TG0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0166+STABILITY: SURFACE MOTION
 TG0166
 TG0166  HISTORY     - Date     Condition        Report By
 TG0166  HISTORY     - UNK      MONUMENTED       DOD
 TG0166  HISTORY     - 1963     GOOD             NGS
 TG0166
 TG0166                          STATION DESCRIPTION
 TG0166
 TG0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0166'4.5 MI E FROM KENMARE.
 TG0166'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0166'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG0166'52, THENCE 2.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 0.4 MILE
 TG0166'NORTH-NORTHEAST ACROSS COUNTRY, ABOUT 0.3 MILE EAST OF A FENCE, AND
 TG0166'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 TG0166'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4
 TG0166'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0169 ***********************************************************************
 TG0169  DESIGNATION -  M 9 Z
 TG0169  PID         -  TG0169
 TG0169  STATE/COUNTY-  ND/WARD
 TG0169  USGS QUAD   -  KENMARE (1981)
 TG0169
 TG0169                         *CURRENT SURVEY CONTROL
 TG0169  ___________________________________________________________________
 TG0169* NAD 83(1986)-  48 40 35.     (N)    102 00 34.     (W)     SCALED    
 TG0169* NAVD 88     -       590.349  (meters)    1936.84   (feet)  ADJUSTED  
 TG0169  ___________________________________________________________________
 TG0169  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TG0169  DYNAMIC HT  -         590.464 (meters)    1937.21  (feet)  COMP
 TG0169  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 TG0169
 TG0169  VERT ORDER  -  SECOND    CLASS 0
 TG0169
 TG0169.The horizontal coordinates were scaled from a topographic map and have
 TG0169.an estimated accuracy of +/- 6 seconds.
 TG0169
 TG0169.The orthometric height was determined by differential leveling
 TG0169.and adjusted by the National Geodetic Survey in June 1991..
 TG0169
 TG0169.The geoid height was determined by GEOID03.
 TG0169
 TG0169.The dynamic height is computed by dividing the NAVD 88
 TG0169.geopotential number by the normal gravity value computed on the
 TG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0169.degrees latitude (g = 980.6199 gals.).
 TG0169
 TG0169.The modeled gravity was interpolated from observed gravity values.
 TG0169
 TG0169;                    North         East    Units  Estimated Accuracy
 TG0169;SPC ND N     -   187,480.      488,850.      MT  (+/- 180 meters Scaled)
 TG0169
 TG0169                          SUPERSEDED SURVEY CONTROL
 TG0169
 TG0169  NGVD 29 (??/??/92)  589.96   (m)         1935.6    (f) COMPUTED    2 0
 TG0169
 TG0169.Superseded values are not recommended for survey control.
 TG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0169.See file dsdata.txt to determine how the superseded data were derived.
 TG0169
 TG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201957(NAD 83)
 TG0169_MARKER: DS = TRIANGULATION STATION DISK
 TG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0169_STAMPING: M 9 Z 1963
 TG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0169+STABILITY: SURFACE MOTION
 TG0169
 TG0169  HISTORY     - Date     Condition        Report By
 TG0169  HISTORY     - 1963     MONUMENTED       CGS
 TG0169
 TG0169                          STATION DESCRIPTION
 TG0169
 TG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0169'4.45 MI E FROM KENMARE.
 TG0169'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0169'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG0169'52, THENCE 2.85 MILES EAST ALONG COUNTY ROAD 2, 0.1 MILE WEST OF A
 TG0169'GROVE OF TREES AND A SET OF FARM BUILDINGS ON THE NORTH SIDE OF THE
 TG0169'ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 34.8 FEET WEST OF
 TG0169'M 9 Z R.M. 1, 33.8 FEET EAST OF M 9 Z R.M. 2, 3.0 FEET SOUTHEAST OF A
 TG0169'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TG0169'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0170 ***********************************************************************
 TG0170  DESIGNATION -  M 9 Z RM 1
 TG0170  PID         -  TG0170
 TG0170  STATE/COUNTY-  ND/WARD
 TG0170  USGS QUAD   -  KENMARE (1981)
 TG0170
 TG0170                         *CURRENT SURVEY CONTROL
 TG0170  ___________________________________________________________________
 TG0170* NAD 83(1986)-  48 40 35.     (N)    102 00 33.     (W)     SCALED    
 TG0170* NAVD 88     -       590.311  (meters)    1936.71   (feet)  ADJUSTED  
 TG0170  ___________________________________________________________________
 TG0170  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TG0170  DYNAMIC HT  -         590.426 (meters)    1937.09  (feet)  COMP
 TG0170  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 TG0170
 TG0170  VERT ORDER  -  SECOND    CLASS 0
 TG0170
 TG0170.The horizontal coordinates were scaled from a topographic map and have
 TG0170.an estimated accuracy of +/- 6 seconds.
 TG0170
 TG0170.The orthometric height was determined by differential leveling
 TG0170.and adjusted by the National Geodetic Survey in June 1991..
 TG0170
 TG0170.The geoid height was determined by GEOID03.
 TG0170
 TG0170.The dynamic height is computed by dividing the NAVD 88
 TG0170.geopotential number by the normal gravity value computed on the
 TG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0170.degrees latitude (g = 980.6199 gals.).
 TG0170
 TG0170.The modeled gravity was interpolated from observed gravity values.
 TG0170
 TG0170;                    North         East    Units  Estimated Accuracy
 TG0170;SPC ND N     -   187,480.      488,870.      MT  (+/- 180 meters Scaled)
 TG0170
 TG0170                          SUPERSEDED SURVEY CONTROL
 TG0170
 TG0170  NGVD 29 (??/??/92)  589.92   (m)         1935.4    (f) COMPUTED    2 0
 TG0170
 TG0170.Superseded values are not recommended for survey control.
 TG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0170.See file dsdata.txt to determine how the superseded data were derived.
 TG0170
 TG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201958(NAD 83)
 TG0170_MARKER: DR = REFERENCE MARK DISK
 TG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0170_STAMPING: M 9 Z NO 1 1963
 TG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0170+STABILITY: SURFACE MOTION
 TG0170
 TG0170  HISTORY     - Date     Condition        Report By
 TG0170  HISTORY     - 1963     MONUMENTED       CGS
 TG0170
 TG0170                          STATION DESCRIPTION
 TG0170
 TG0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0170'4.45 MI E FROM KENMARE.
 TG0170'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0170'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG0170'52, THENCE 2.85 MILES EAST ALONG COUNTY ROAD 2, 37 FEET SOUTH OF THE
 TG0170'CENTER LINE OF THE ROAD, 34.8 FEET EAST OF M 9 Z 1963, ABOUT 2 1/2
 TG0170'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0170'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0168 ***********************************************************************
 TG0168  DESIGNATION -  M 9 Z RM 2
 TG0168  PID         -  TG0168
 TG0168  STATE/COUNTY-  ND/WARD
 TG0168  USGS QUAD   -  KENMARE (1981)
 TG0168
 TG0168                         *CURRENT SURVEY CONTROL
 TG0168  ___________________________________________________________________
 TG0168* NAD 83(1986)-  48 40 36.     (N)    102 00 34.     (W)     SCALED    
 TG0168* NAVD 88     -       590.315  (meters)    1936.73   (feet)  ADJUSTED  
 TG0168  ___________________________________________________________________
 TG0168  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 TG0168  DYNAMIC HT  -         590.430 (meters)    1937.10  (feet)  COMP
 TG0168  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 TG0168
 TG0168  VERT ORDER  -  SECOND    CLASS 0
 TG0168
 TG0168.The horizontal coordinates were scaled from a topographic map and have
 TG0168.an estimated accuracy of +/- 6 seconds.
 TG0168
 TG0168.The orthometric height was determined by differential leveling
 TG0168.and adjusted by the National Geodetic Survey in June 1991..
 TG0168
 TG0168.The geoid height was determined by GEOID03.
 TG0168
 TG0168.The dynamic height is computed by dividing the NAVD 88
 TG0168.geopotential number by the normal gravity value computed on the
 TG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0168.degrees latitude (g = 980.6199 gals.).
 TG0168
 TG0168.The modeled gravity was interpolated from observed gravity values.
 TG0168
 TG0168;                    North         East    Units  Estimated Accuracy
 TG0168;SPC ND N     -   187,510.      488,850.      MT  (+/- 180 meters Scaled)
 TG0168
 TG0168                          SUPERSEDED SURVEY CONTROL
 TG0168
 TG0168  NGVD 29 (??/??/92)  589.92   (m)         1935.4    (f) COMPUTED    2 0
 TG0168
 TG0168.Superseded values are not recommended for survey control.
 TG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0168.See file dsdata.txt to determine how the superseded data were derived.
 TG0168
 TG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP201958(NAD 83)
 TG0168_MARKER: DR = REFERENCE MARK DISK
 TG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0168_STAMPING: M 9 Z NO 2 1963
 TG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0168+STABILITY: SURFACE MOTION
 TG0168
 TG0168  HISTORY     - Date     Condition        Report By
 TG0168  HISTORY     - 1963     MONUMENTED       CGS
 TG0168
 TG0168                          STATION DESCRIPTION
 TG0168
 TG0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0168'4.45 MI E FROM KENMARE.
 TG0168'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0168'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO U.S. HIGHWAY
 TG0168'52, THENCE 2.85 MILES EAST ALONG COUNTY ROAD 2, 43 FEET SOUTH OF THE
 TG0168'CENTER LINE OF THE ROAD, 33.8 FEET WEST OF M 9 Z 1963, ABOUT 2 FEET
 TG0168'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0168'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1464 ***********************************************************************
 TG1464  DESIGNATION -  M 90
 TG1464  PID         -  TG1464
 TG1464  STATE/COUNTY-  ND/DIVIDE
 TG1464  USGS QUAD   -  COLGAN WEST (1983)
 TG1464
 TG1464                         *CURRENT SURVEY CONTROL
 TG1464  ___________________________________________________________________
 TG1464* NAD 83(1986)-  48 55 30.     (N)    103 44 38.     (W)     SCALED    
 TG1464* NAVD 88     -       662.377  (meters)    2173.15   (feet)  ADJUSTED  
 TG1464  ___________________________________________________________________
 TG1464  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TG1464  DYNAMIC HT  -         662.506 (meters)    2173.57  (feet)  COMP
 TG1464  MODELED GRAV-     980,783.4   (mgal)                       NAVD 88
 TG1464
 TG1464  VERT ORDER  -  SECOND    CLASS 0
 TG1464
 TG1464.The horizontal coordinates were scaled from a topographic map and have
 TG1464.an estimated accuracy of +/- 6 seconds.
 TG1464
 TG1464.The orthometric height was determined by differential leveling
 TG1464.and adjusted by the National Geodetic Survey in June 1991..
 TG1464
 TG1464.The geoid height was determined by GEOID03.
 TG1464
 TG1464.The dynamic height is computed by dividing the NAVD 88
 TG1464.geopotential number by the normal gravity value computed on the
 TG1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1464.degrees latitude (g = 980.6199 gals.).
 TG1464
 TG1464.The modeled gravity was interpolated from observed gravity values.
 TG1464
 TG1464;                    North         East    Units  Estimated Accuracy
 TG1464;SPC ND N     -   219,040.      362,340.      MT  (+/- 180 meters Scaled)
 TG1464
 TG1464                          SUPERSEDED SURVEY CONTROL
 TG1464
 TG1464  NGVD 29 (??/??/92)  661.865  (m)         2171.47   (f) ADJ UNCH    2 0
 TG1464
 TG1464.Superseded values are not recommended for survey control.
 TG1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1464.See file dsdata.txt to determine how the superseded data were derived.
 TG1464
 TG1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ920198(NAD 83)
 TG1464_MARKER: DB = BENCH MARK DISK
 TG1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1464_STAMPING: M 90 1934
 TG1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1464+STABILITY: SURFACE MOTION
 TG1464
 TG1464  HISTORY     - Date     Condition        Report By
 TG1464  HISTORY     - 1934     MONUMENTED       CGS
 TG1464
 TG1464                          STATION DESCRIPTION
 TG1464
 TG1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1464'1.6 MI NE FROM FORTUNA.
 TG1464'1.6 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TG1464'MARIE RAILROAD FROM THE STATION AT FORTUNA, DIVIDE COUNTY, ABOUT 0.2
 TG1464'MILE SOUTHWEST OF MILEPOST 603, 45.2 FEET SOUTHEAST OF THE SOUTHEAST
 TG1464'RAIL, AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TG1464'DISK, STAMPED M 90 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TG1464'WITH THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TG1464'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1072 ***********************************************************************
 TG1072  DESIGNATION -  M 91
 TG1072  PID         -  TG1072
 TG1072  STATE/COUNTY-  ND/WILLIAMS
 TG1072  USGS QUAD   -  CORINTH (1978)
 TG1072
 TG1072                         *CURRENT SURVEY CONTROL
 TG1072  ___________________________________________________________________
 TG1072* NAD 83(1986)-  48 31 55.     (N)    103 20 32.     (W)     SCALED    
 TG1072* NAVD 88     -       676.390  (meters)    2219.12   (feet)  ADJUSTED  
 TG1072  ___________________________________________________________________
 TG1072  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 TG1072  DYNAMIC HT  -         676.499 (meters)    2219.48  (feet)  COMP
 TG1072  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 TG1072
 TG1072  VERT ORDER  -  SECOND    CLASS 0
 TG1072
 TG1072.The horizontal coordinates were scaled from a topographic map and have
 TG1072.an estimated accuracy of +/- 6 seconds.
 TG1072
 TG1072.The orthometric height was determined by differential leveling
 TG1072.and adjusted by the National Geodetic Survey in June 1991..
 TG1072
 TG1072.The geoid height was determined by GEOID03.
 TG1072
 TG1072.The dynamic height is computed by dividing the NAVD 88
 TG1072.geopotential number by the normal gravity value computed on the
 TG1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1072.degrees latitude (g = 980.6199 gals.).
 TG1072
 TG1072.The modeled gravity was interpolated from observed gravity values.
 TG1072
 TG1072;                    North         East    Units  Estimated Accuracy
 TG1072;SPC ND N     -   174,200.      390,140.      MT  (+/- 180 meters Scaled)
 TG1072
 TG1072                          SUPERSEDED SURVEY CONTROL
 TG1072
 TG1072  NGVD 29 (??/??/92)  675.918  (m)         2217.57   (f) ADJ UNCH    2 0
 TG1072
 TG1072.Superseded values are not recommended for survey control.
 TG1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1072.See file dsdata.txt to determine how the superseded data were derived.
 TG1072
 TG1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP223767(NAD 83)
 TG1072_MARKER: DB = BENCH MARK DISK
 TG1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1072_STAMPING: M-91--1934
 TG1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1072+STABILITY: SURFACE MOTION
 TG1072
 TG1072  HISTORY     - Date     Condition        Report By
 TG1072  HISTORY     - 1934     MONUMENTED       CGS
 TG1072  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1072
 TG1072                          STATION DESCRIPTION
 TG1072
 TG1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1072'18.1 MI N FROM EPPING.
 TG1072'18.1 MILES NORTH OF, ALONG STATE HWY. 42.  18.1 MILES NORTH OF THE
 TG1072'GREAT NORTHERN RAILWAY DEPOT AT EPPING.  6.2 MILES SOUTH OF THE GREAT
 TG1072'NORTHERN RAILWAY DEPOT AT CORINTH.  1 MILE NORTH OF MUDDY CREEK.  74
 TG1072'FEET NORTHWEST OF INTERSECTION OF STATE HWY. 42 WITH SECTION LINE
 TG1072'CROSS ROAD.  66 FEET NORTH OF CENTER LINE OF SECTION ROAD.  33 FEET
 TG1072'WEST OF CENTER LINE OF STATE HWY. 42.  A STANDARD TABLET SET IN TOP OF
 TG1072'CONCRETE POST 5 INCHES HIGH.
 TG1072
 TG1072                          STATION RECOVERY (1974)
 TG1072
 TG1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0431 ***********************************************************************
 SO0431  DESIGNATION -  M 92
 SO0431  PID         -  SO0431
 SO0431  STATE/COUNTY-  ND/DUNN
 SO0431  USGS QUAD   -  LOST BRIDGE (1970)
 SO0431
 SO0431                         *CURRENT SURVEY CONTROL
 SO0431  ___________________________________________________________________
 SO0431* NAD 83(1986)-  47 32 44.     (N)    102 50 10.     (W)     SCALED    
 SO0431* NAVD 88     -       782.365  (meters)    2566.81   (feet)  ADJUSTED  
 SO0431  ___________________________________________________________________
 SO0431  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 SO0431  DYNAMIC HT  -         782.412 (meters)    2566.96  (feet)  COMP
 SO0431  MODELED GRAV-     980,646.5   (mgal)                       NAVD 88
 SO0431
 SO0431  VERT ORDER  -  SECOND    CLASS 0
 SO0431
 SO0431.The horizontal coordinates were scaled from a topographic map and have
 SO0431.an estimated accuracy of +/- 6 seconds.
 SO0431
 SO0431.The orthometric height was determined by differential leveling
 SO0431.and adjusted by the National Geodetic Survey in June 1991..
 SO0431.WARNING-Repeat measurements at this control monument indicate possible
 SO0431.vertical movement.
 SO0431
 SO0431.The geoid height was determined by GEOID03.
 SO0431
 SO0431.The dynamic height is computed by dividing the NAVD 88
 SO0431.geopotential number by the normal gravity value computed on the
 SO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0431.degrees latitude (g = 980.6199 gals.).
 SO0431
 SO0431.The modeled gravity was interpolated from observed gravity values.
 SO0431
 SO0431;                    North         East    Units  Estimated Accuracy
 SO0431;SPC ND S     -   211,480.      424,170.      MT  (+/- 180 meters Scaled)
 SO0431
 SO0431                          SUPERSEDED SURVEY CONTROL
 SO0431
 SO0431  NGVD 29 (??/??/92)  781.852  (m)         2565.13   (f) ADJ UNCH    2 0
 SO0431
 SO0431.Superseded values are not recommended for survey control.
 SO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0431.See file dsdata.txt to determine how the superseded data were derived.
 SO0431
 SO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN628680(NAD 83)
 SO0431_MARKER: DB = BENCH MARK DISK
 SO0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0431_STAMPING: M-92 1934
 SO0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0431+STABILITY: SURFACE MOTION
 SO0431
 SO0431  HISTORY     - Date     Condition        Report By
 SO0431  HISTORY     - 1934     MONUMENTED       CGS
 SO0431  HISTORY     - 1940     GOOD             NGS
 SO0431  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0431
 SO0431                          STATION DESCRIPTION
 SO0431
 SO0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0431'17.7 MI N FROM KILLDEER.
 SO0431'ABOUT 17.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN
 SO0431'PACIFIC RAILWAY STATION AT KILLDEER, 165 YARDS WEST OF A TURN TO THE
 SO0431'RIGHT THROUGH A CATTLE GUARD FROM A SECTION LINE ROAD, 106 FEET WEST
 SO0431'OF A MAIL BOX, 100 FEET WEST OF CENTER LINE OF A ROAD LEADING SOUTH,
 SO0431'29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A
 SO0431'FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M.  A
 SO0431'STANDARD DISK STAMPED M-92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SO0431
 SO0431                          STATION RECOVERY (1969)
 SO0431
 SO0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0622 ***********************************************************************
 SO0622  DESIGNATION -  M 93
 SO0622  PID         -  SO0622
 SO0622  STATE/COUNTY-  ND/MCKENZIE
 SO0622  USGS QUAD   -  MOLINE SCHOOL (1972)
 SO0622
 SO0622                         *CURRENT SURVEY CONTROL
 SO0622  ___________________________________________________________________
 SO0622* NAD 83(1986)-  47 42 52.     (N)    103 38 52.     (W)     SCALED    
 SO0622* NAVD 88     -       676.275  (meters)    2218.75   (feet)  ADJUSTED  
 SO0622  ___________________________________________________________________
 SO0622  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 SO0622  DYNAMIC HT  -         676.324 (meters)    2218.91  (feet)  COMP
 SO0622  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 SO0622
 SO0622  VERT ORDER  -  SECOND    CLASS 0
 SO0622
 SO0622.The horizontal coordinates were scaled from a topographic map and have
 SO0622.an estimated accuracy of +/- 6 seconds.
 SO0622
 SO0622.The orthometric height was determined by differential leveling
 SO0622.and adjusted by the National Geodetic Survey in June 1991..
 SO0622
 SO0622.The geoid height was determined by GEOID03.
 SO0622
 SO0622.The dynamic height is computed by dividing the NAVD 88
 SO0622.geopotential number by the normal gravity value computed on the
 SO0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0622.degrees latitude (g = 980.6199 gals.).
 SO0622
 SO0622.The modeled gravity was interpolated from observed gravity values.
 SO0622
 SO0622;                    North         East    Units  Estimated Accuracy
 SO0622;SPC ND N     -    84,260.      363,880.      MT  (+/- 180 meters Scaled)
 SO0622
 SO0622                          SUPERSEDED SURVEY CONTROL
 SO0622
 SO0622  NGVD 29 (??/??/92)  675.716  (m)         2216.91   (f) ADJ UNCH    2 0
 SO0622
 SO0622.Superseded values are not recommended for survey control.
 SO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0622.See file dsdata.txt to determine how the superseded data were derived.
 SO0622
 SO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN014854(NAD 83)
 SO0622_MARKER: DB = BENCH MARK DISK
 SO0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0622_STAMPING: M 93 1934
 SO0622_MARK LOGO: CGS   
 SO0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0622+STABILITY: SURFACE MOTION
 SO0622
 SO0622  HISTORY     - Date     Condition        Report By
 SO0622  HISTORY     - 1934     MONUMENTED       CGS
 SO0622  HISTORY     - 1938     GOOD             NGS
 SO0622  HISTORY     - 19770616 GOOD             NDHD
 SO0622
 SO0622                          STATION DESCRIPTION
 SO0622
 SO0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0622'8.4 MI S FROM ALEXANDER.
 SO0622'8.4 MILES SOUTH OF, ALONG STATE HIGHWAY 16.  8.4 MILES SOUTH OF THE
 SO0622'GREAT NORTHERN DEPOT AT ALEXANDER.  0.7 OF A MILE NORTH OF A COUNTRY
 SO0622'SCHOOL HOUSE.  102 YARDS NORTH OF A WOODEN BRIDGE OVER A SMALL CREEK.
 SO0622'33 FEET WEST OF CENTER LINE OF STATE HWY. 16.  4.6 FEET WEST OF CORNER
 SO0622'FENCE POST.  4.0 FEET NORTH OF WIRE FENCE.  A STANDARD TABLET SET IN
 SO0622'TOP OF CONCRETE POST 6 INCHES HIGH.
 SO0622
 SO0622                          STATION RECOVERY (1938)
 SO0622
 SO0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 SO0622'RECOVERED IN GOOD CONDITION.
 SO0622
 SO0622                          STATION RECOVERY (1977)
 SO0622
 SO0622'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SO0622'RECOVERED IN GOOD CONDITION.  NOTE--SET A CARSONITE POST 2 FEET (0.6
 SO0622'M) WEST OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0681 ***********************************************************************
 SO0681  DESIGNATION -  M 94
 SO0681  PID         -  SO0681
 SO0681  STATE/COUNTY-  ND/GOLDEN VALLEY
 SO0681  USGS QUAD   -  TROTTERS (1974)
 SO0681
 SO0681                         *CURRENT SURVEY CONTROL
 SO0681  ___________________________________________________________________
 SO0681* NAD 83(1986)-  47 15 15.     (N)    103 56 22.     (W)     SCALED    
 SO0681* NAVD 88     -       800.514  (meters)    2626.35   (feet)  ADJUSTED  
 SO0681  ___________________________________________________________________
 SO0681  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 SO0681  DYNAMIC HT  -         800.538 (meters)    2626.43  (feet)  COMP
 SO0681  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 SO0681
 SO0681  VERT ORDER  -  SECOND    CLASS 0
 SO0681
 SO0681.The horizontal coordinates were scaled from a topographic map and have
 SO0681.an estimated accuracy of +/- 6 seconds.
 SO0681
 SO0681.The orthometric height was determined by differential leveling
 SO0681.and adjusted by the National Geodetic Survey in June 1991..
 SO0681
 SO0681.The geoid height was determined by GEOID03.
 SO0681
 SO0681.The dynamic height is computed by dividing the NAVD 88
 SO0681.geopotential number by the normal gravity value computed on the
 SO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0681.degrees latitude (g = 980.6199 gals.).
 SO0681
 SO0681.The modeled gravity was interpolated from observed gravity values.
 SO0681
 SO0681;                    North         East    Units  Estimated Accuracy
 SO0681;SPC ND S     -   182,160.      339,750.      MT  (+/- 180 meters Scaled)
 SO0681
 SO0681                          SUPERSEDED SURVEY CONTROL
 SO0681
 SO0681  NGVD 29 (??/??/92)  799.92   (m)         2624.4    (f) COMPUTED    2 0
 SO0681
 SO0681.Superseded values are not recommended for survey control.
 SO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0681.See file dsdata.txt to determine how the superseded data were derived.
 SO0681
 SO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN802339(NAD 83)
 SO0681_MARKER: DB = BENCH MARK DISK
 SO0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0681_STAMPING: M-94 1934
 SO0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0681+STABILITY: SURFACE MOTION
 SO0681
 SO0681  HISTORY     - Date     Condition        Report By
 SO0681  HISTORY     - 1934     MONUMENTED       CGS
 SO0681  HISTORY     - 1938     GOOD             NGS
 SO0681
 SO0681                          STATION DESCRIPTION
 SO0681
 SO0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 SO0681'27.9 MI N FROM BEACH.
 SO0681'ALONG STATE HIGHWAY NO. 16.  OUTSIDE CENTER OF A RIGHT ANGLE TURN IN
 SO0681'HIGHWAY.  100 FEET EAST OF CENTER LINE OF SECTION LINE ROAD NORTH. 93
 SO0681'FEET NORTHWEST OF CENTER LINE OF HIGHWAY.  61 FEET EAST OF CORNERPOST.
 SO0681'3 FEET SOUTH OF FENCE LINE.  STANDARD DISK SET IN PRECAST CONCRETE
 SO0681'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0315 ***********************************************************************
 SO0315  DESIGNATION -  M 95
 SO0315  PID         -  SO0315
 SO0315  STATE/COUNTY-  ND/DUNN
 SO0315  USGS QUAD   -  MARSHALL SE (1973)
 SO0315
 SO0315                         *CURRENT SURVEY CONTROL
 SO0315  ___________________________________________________________________
 SO0315* NAD 83(1986)-  47 04 05.     (N)    102 20 09.     (W)     SCALED    
 SO0315* NAVD 88     -       685.140  (meters)    2247.83   (feet)  ADJUSTED  
 SO0315  ___________________________________________________________________
 SO0315  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0315  DYNAMIC HT  -         685.167 (meters)    2247.92  (feet)  COMP
 SO0315  MODELED GRAV-     980,629.0   (mgal)                       NAVD 88
 SO0315
 SO0315  VERT ORDER  -  SECOND    CLASS 0
 SO0315
 SO0315.The horizontal coordinates were scaled from a topographic map and have
 SO0315.an estimated accuracy of +/- 6 seconds.
 SO0315
 SO0315.The orthometric height was determined by differential leveling
 SO0315.and adjusted by the National Geodetic Survey in June 1991..
 SO0315
 SO0315.The geoid height was determined by GEOID03.
 SO0315
 SO0315.The dynamic height is computed by dividing the NAVD 88
 SO0315.geopotential number by the normal gravity value computed on the
 SO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0315.degrees latitude (g = 980.6199 gals.).
 SO0315
 SO0315.The modeled gravity was interpolated from observed gravity values.
 SO0315
 SO0315;                    North         East    Units  Estimated Accuracy
 SO0315;SPC ND S     -   157,410.      460,570.      MT  (+/- 180 meters Scaled)
 SO0315
 SO0315                          SUPERSEDED SURVEY CONTROL
 SO0315
 SO0315  NGVD 29 (??/??/92)  684.650  (m)         2246.22   (f) ADJ UNCH    2 0
 SO0315
 SO0315.Superseded values are not recommended for survey control.
 SO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0315.See file dsdata.txt to determine how the superseded data were derived.
 SO0315
 SO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN022161(NAD 83)
 SO0315_MARKER: DB = BENCH MARK DISK
 SO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0315_STAMPING: M 95 1934
 SO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0315+STABILITY: SURFACE MOTION
 SO0315
 SO0315  HISTORY     - Date     Condition        Report By
 SO0315  HISTORY     - 1934     MONUMENTED       CGS
 SO0315  HISTORY     - 1960     GOOD             NGS
 SO0315
 SO0315                          STATION DESCRIPTION
 SO0315
 SO0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SO0315'4.8 MI S FROM MARSHALL.
 SO0315'4.8 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0315'MARSHALL, DUNN COUNTY, AT A ROAD INTERSECTION, 52 FEET SOUTH OF THE
 SO0315'CENTERLINE OF THE COUNTY ROAD, 45 FEET WEST OF THE CENTERLINE OF THE
 SO0315'HIGHWAY, 20 FEET SOUTH OF A CORNER POST, AND 1.5 FEET EAST OF THE
 SO0315'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 SO0315'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0316 ***********************************************************************
 SO0316  DESIGNATION -  M 95 RESET
 SO0316  PID         -  SO0316
 SO0316  STATE/COUNTY-  ND/DUNN
 SO0316  USGS QUAD   -  MARSHALL SE (1973)
 SO0316
 SO0316                         *CURRENT SURVEY CONTROL
 SO0316  ___________________________________________________________________
 SO0316* NAD 83(1986)-  47 04 05.     (N)    102 20 09.     (W)     SCALED    
 SO0316* NAVD 88     -       685.29   (+/-2cm)    2248.3    (feet)  VERTCON   
 SO0316  ___________________________________________________________________
 SO0316  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 SO0316
 SO0316  VERT ORDER  -  THIRD (See Below)
 SO0316
 SO0316.The horizontal coordinates were scaled from a topographic map and have
 SO0316.an estimated accuracy of +/- 6 seconds.
 SO0316
 SO0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0316.The vertical order pertains to the NGVD 29 superseded value.
 SO0316
 SO0316.The geoid height was determined by GEOID03.
 SO0316
 SO0316;                    North         East    Units  Estimated Accuracy
 SO0316;SPC ND S     -   157,410.      460,570.      MT  (+/- 180 meters Scaled)
 SO0316
 SO0316                          SUPERSEDED SURVEY CONTROL
 SO0316
 SO0316  NGVD 29 (??/??/??)  684.81   (m)         2246.7    (f) RESET       3  
 SO0316
 SO0316.Superseded values are not recommended for survey control.
 SO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0316.See file dsdata.txt to determine how the superseded data were derived.
 SO0316
 SO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN022161(NAD 83)
 SO0316_MARKER: DB = BENCH MARK DISK
 SO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0316_STAMPING: M 95 RESET 1964
 SO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0316+STABILITY: SURFACE MOTION
 SO0316
 SO0316  HISTORY     - Date     Condition        Report By
 SO0316  HISTORY     - 1964     MONUMENTED       CGS
 SO0316
 SO0316                          STATION DESCRIPTION
 SO0316
 SO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SO0316'4.8 MI S FROM MARSHALL.
 SO0316'4.8 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE RIVER BRIDGE AT
 SO0316'MARSHALL, DUNN COUNTY, IN THE SOUTHWEST ANGLE OF CROSSROADS, 100 FEET
 SO0316'WEST OF THE CENTERLINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE
 SO0316'OF AN UNUSED SECTION-LINE ROAD, 2 FEET SOUTHEAST OF A CORNER POST AND
 SO0316'1.8 FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 SO0316'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0050 ***********************************************************************
 RS0050  DESIGNATION -  M 96
 RS0050  PID         -  RS0050
 RS0050  STATE/COUNTY-  ND/HETTINGER
 RS0050  USGS QUAD   -  MOTT NORTH (1966)
 RS0050
 RS0050                         *CURRENT SURVEY CONTROL
 RS0050  ___________________________________________________________________
 RS0050* NAD 83(1986)-  46 22 39.     (N)    102 19 04.     (W)     SCALED    
 RS0050* NAVD 88     -       737.220  (meters)    2418.70   (feet)  ADJUSTED  
 RS0050  ___________________________________________________________________
 RS0050  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 RS0050  DYNAMIC HT  -         737.173 (meters)    2418.54  (feet)  COMP
 RS0050  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 RS0050
 RS0050  VERT ORDER  -  SECOND    CLASS 0
 RS0050
 RS0050.The horizontal coordinates were scaled from a topographic map and have
 RS0050.an estimated accuracy of +/- 6 seconds.
 RS0050
 RS0050.The orthometric height was determined by differential leveling
 RS0050.and adjusted by the National Geodetic Survey in June 1991..
 RS0050
 RS0050.The geoid height was determined by GEOID03.
 RS0050
 RS0050.The dynamic height is computed by dividing the NAVD 88
 RS0050.geopotential number by the normal gravity value computed on the
 RS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0050.degrees latitude (g = 980.6199 gals.).
 RS0050
 RS0050.The modeled gravity was interpolated from observed gravity values.
 RS0050
 RS0050;                    North         East    Units  Estimated Accuracy
 RS0050;SPC ND S     -    80,630.      460,170.      MT  (+/- 180 meters Scaled)
 RS0050
 RS0050                          SUPERSEDED SURVEY CONTROL
 RS0050
 RS0050  NGVD 29 (??/??/92)  736.702  (m)         2417.00   (f) ADJ UNCH    2 0
 RS0050
 RS0050.Superseded values are not recommended for survey control.
 RS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0050.See file dsdata.txt to determine how the superseded data were derived.
 RS0050
 RS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM062394(NAD 83)
 RS0050_MARKER: DB = BENCH MARK DISK
 RS0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0050_STAMPING: M-96 -- 1934
 RS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0050+STABILITY: SURFACE MOTION
 RS0050
 RS0050  HISTORY     - Date     Condition        Report By
 RS0050  HISTORY     - 1934     MONUMENTED       CGS
 RS0050  HISTORY     - 1965     MARK NOT FOUND   USGS
 RS0050
 RS0050                          STATION DESCRIPTION
 RS0050
 RS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0050'IN MOTT.
 RS0050'AT MOTT, HETTINGER COUNTY, ON A GRADED COUNTY ROAD, 0.4 MILE NORTH OF
 RS0050'THE GRAMMAR-AND HIGH-SCHOOL GROUNDS, 0.3 MILE EAST OF THE NORTHERN
 RS0050'PACIFIC RAILWAY STATION, 247 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 RS0050'TRACK, 71 FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF A
 RS0050'FENCE CORNER, 6 FEET WEST OF A POLE, AND 1.5 FEET NORTH OF THE FENCE.
 RS0050'A STANDARD DISK, STAMPED M 96 1934 AND SET IN THE TOP OF A CONCRETE
 RS0050'POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- ORIGINAL SITE IS NOW A
 RS0050'PLOUGHED FIELD.  PROBABLY DESTROYED OR BURIED.
 RS0050
 RS0050                          STATION RECOVERY (1965)
 RS0050
 RS0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RS0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0246 ***********************************************************************
 RS0246  DESIGNATION -  M 98
 RS0246  PID         -  RS0246
 RS0246  STATE/COUNTY-  ND/BILLINGS
 RS0246  USGS QUAD   -  BULLION BUTTE (1979)
 RS0246
 RS0246                         *CURRENT SURVEY CONTROL
 RS0246  ___________________________________________________________________
 RS0246* NAD 83(1986)-  46 42 34.     (N)    103 36 33.     (W)     SCALED    
 RS0246* NAVD 88     -       732.215  (meters)    2402.28   (feet)  ADJUSTED  
 RS0246  ___________________________________________________________________
 RS0246  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RS0246  DYNAMIC HT  -         732.202 (meters)    2402.23  (feet)  COMP
 RS0246  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 RS0246
 RS0246  VERT ORDER  -  SECOND    CLASS 0
 RS0246
 RS0246.The horizontal coordinates were scaled from a topographic map and have
 RS0246.an estimated accuracy of +/- 6 seconds.
 RS0246
 RS0246.The orthometric height was determined by differential leveling
 RS0246.and adjusted by the National Geodetic Survey in June 1991..
 RS0246
 RS0246.The geoid height was determined by GEOID03.
 RS0246
 RS0246.The dynamic height is computed by dividing the NAVD 88
 RS0246.geopotential number by the normal gravity value computed on the
 RS0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0246.degrees latitude (g = 980.6199 gals.).
 RS0246
 RS0246.The modeled gravity was interpolated from observed gravity values.
 RS0246
 RS0246;                    North         East    Units  Estimated Accuracy
 RS0246;SPC ND S     -   120,620.      362,330.      MT  (+/- 180 meters Scaled)
 RS0246
 RS0246                          SUPERSEDED SURVEY CONTROL
 RS0246
 RS0246  NGVD 29 (??/??/92)  731.701  (m)         2400.59   (f) ADJ UNCH    2 0
 RS0246
 RS0246.Superseded values are not recommended for survey control.
 RS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0246.See file dsdata.txt to determine how the superseded data were derived.
 RS0246
 RS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM063738(NAD 83)
 RS0246_MARKER: DB = BENCH MARK DISK
 RS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0246_STAMPING: M 98 1934
 RS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0246+STABILITY: SURFACE MOTION
 RS0246
 RS0246  HISTORY     - Date     Condition        Report By
 RS0246  HISTORY     - 1934     MONUMENTED       CGS
 RS0246  HISTORY     - 1974     GOOD             USGS
 RS0246
 RS0246                          STATION DESCRIPTION
 RS0246
 RS0246'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0246'14.5 MI S FROM MEDORA.
 RS0246'ABOUT 18.9 MI S ALONG RIVER TO MARMARTH FROM MEDORA ABOUT 14.5 MI
 RS0246'(AIRLINE) S UP THE LITTLE MISSOURI RIVER FROM MEDORA, AT THE W 1/4 COR
 RS0246'OF SEC 6, T 138 N, R 102 W.  123 FT S OF A PIPELINE SCAR AND 35 FT W
 RS0246'OF THE WEST RIVER RD, 3 FT E OF THE N-S COUNTY LINE FENCE.  A STD DISK
 RS0246'STAMPED M 98 1934 SET IN THE TOP OF A CONC POST PROJECTING 1 INCH
 RS0246'ABOVE GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0037 ***********************************************************************
 RS0037  DESIGNATION -  M 99
 RS0037  PID         -  RS0037
 RS0037  STATE/COUNTY-  ND/HETTINGER
 RS0037  USGS QUAD   -  MOTT NORTH (1966)
 RS0037
 RS0037                         *CURRENT SURVEY CONTROL
 RS0037  ___________________________________________________________________
 RS0037* NAD 83(1986)-  46 22 31.     (N)    102 21 36.     (W)     SCALED    
 RS0037* NAVD 88     -       728.166  (meters)    2388.99   (feet)  ADJUSTED  
 RS0037  ___________________________________________________________________
 RS0037  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 RS0037  DYNAMIC HT  -         728.119 (meters)    2388.84  (feet)  COMP
 RS0037  MODELED GRAV-     980,526.1   (mgal)                       NAVD 88
 RS0037
 RS0037  VERT ORDER  -  SECOND    CLASS 0
 RS0037
 RS0037.The horizontal coordinates were scaled from a topographic map and have
 RS0037.an estimated accuracy of +/- 6 seconds.
 RS0037
 RS0037.The orthometric height was determined by differential leveling
 RS0037.and adjusted by the National Geodetic Survey in June 1991..
 RS0037
 RS0037.The geoid height was determined by GEOID03.
 RS0037
 RS0037.The dynamic height is computed by dividing the NAVD 88
 RS0037.geopotential number by the normal gravity value computed on the
 RS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0037.degrees latitude (g = 980.6199 gals.).
 RS0037
 RS0037.The modeled gravity was interpolated from observed gravity values.
 RS0037
 RS0037;                    North         East    Units  Estimated Accuracy
 RS0037;SPC ND S     -    80,460.      456,910.      MT  (+/- 180 meters Scaled)
 RS0037
 RS0037                          SUPERSEDED SURVEY CONTROL
 RS0037
 RS0037  NGVD 29 (??/??/92)  727.649  (m)         2387.30   (f) ADJ UNCH    2 0
 RS0037
 RS0037.Superseded values are not recommended for survey control.
 RS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0037.See file dsdata.txt to determine how the superseded data were derived.
 RS0037
 RS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM030391(NAD 83)
 RS0037_MARKER: DB = BENCH MARK DISK
 RS0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0037_STAMPING: M-99 1934
 RS0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0037+STABILITY: SURFACE MOTION
 RS0037
 RS0037  HISTORY     - Date     Condition        Report By
 RS0037  HISTORY     - 1934     MONUMENTED       CGS
 RS0037  HISTORY     - 1938     GOOD             NGS
 RS0037
 RS0037                          STATION DESCRIPTION
 RS0037
 RS0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RS0037'1.5 MI W FROM MOTT.
 RS0037'ALONG THE MILWAUKEE RAILROAD, 1.5 MILES WEST OF THE STATION AT MOTT,
 RS0037'0.4 OF A MILE EAST OF MILEPOST 106, 60 FEET WEST OF THE CENTER OF A
 RS0037'ROAD CROSSING THE TRACKS, 45.8 FEET NORTH OF THE CENTER OF THE TRACK,
 RS0037'13 FEET WEST OF A CORNER POST, 1.5 FEET SOUTH OF THE RIGHT OF WAY
 RS0037'FENCE.  A STANDARD DISK SET HORIZONTAL IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0893 ***********************************************************************
 RR0893  DESIGNATION -  MACKEY
 RR0893  PID         -  RR0893
 RR0893  STATE/COUNTY-  ND/MORTON
 RR0893  USGS QUAD   -  NYGREN DAM (1980)
 RR0893
 RR0893                         *CURRENT SURVEY CONTROL
 RR0893  ___________________________________________________________________
 RR0893* NAD 83(1996)-  46 34 30.32070(N)    101 11 41.69084(W)     ADJUSTED  
 RR0893* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 RR0893  ___________________________________________________________________
 RR0893  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 RR0893  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 RR0893
 RR0893  HORZ ORDER  -  THIRD
 RR0893
 RR0893.The horizontal coordinates were established by classical geodetic methods
 RR0893.and adjusted by the National Geodetic Survey in January 1998..
 RR0893
 RR0893.The orthometric height was scaled from a topographic map.
 RR0893
 RR0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0893
 RR0893.The geoid height was determined by GEOID03.
 RR0893
 RR0893;                    North         East     Units Scale Factor Converg.
 RR0893;SPC ND S     -   101,212.441   546,733.639   MT  0.99994606   -0 30 24.7
 RR0893;SPC ND S     -   332,061.81  1,793,745.53   iFT  0.99994606   -0 30 24.7
 RR0893;UTM  14      - 5,160,287.297   331,814.302   MT  0.99994770   -1 35 40.1
 RR0893
 RR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0893!SPC ND S     -   0.99989563  x   0.99994606  =   0.99984169
 RR0893!UTM  14      -   0.99989563  x   0.99994770  =   0.99984333
 RR0893
 RR0893:                Primary Azimuth Mark                     Grid Az
 RR0893:SPC ND S     -  JUNG                                     304 02 22.8
 RR0893:UTM  14      -  JUNG                                     305 07 38.2
 RR0893
 RR0893|---------------------------------------------------------------------|
 RR0893| PID    Reference Object                     Distance      Geod. Az  |
 RR0893|                                                           dddmmss.s |
 RR0893| RR0897 JUNG                                APPROX. 7.6 KM 3033158.1 |
 RR0893|---------------------------------------------------------------------|
 RR0893
 RR0893                          SUPERSEDED SURVEY CONTROL
 RR0893
 RR0893  NAD 83(1986)-  46 34 30.31210(N)    101 11 41.67680(W) AD(       ) 3
 RR0893  NAD 27      -  46 34 30.30016(N)    101 11 40.16761(W) AD(       ) 3
 RR0893
 RR0893.Superseded values are not recommended for survey control.
 RR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0893.See file dsdata.txt to determine how the superseded data were derived.
 RR0893
 RR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS3181460287(NAD 83)
 RR0893_MARKER: DD = SURVEY DISK
 RR0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0893+STABILITY: SURFACE MOTION
 RR0893
 RR0893  HISTORY     - Date     Condition        Report By
 RR0893  HISTORY     - 1941     MONUMENTED       USGS
 RR0893
 RR0893                          STATION DESCRIPTION
 RR0893
 RR0893'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0893'LOCATED ABOUT 365 FT N. OF COR. SECS. 23, 24, 25, AND 26 WHICH IS
 RR0893'CENTER OF OLD RIGHT - OF - WAY OF RD., AT GATE IN LINE WITH FENCE S.
 RR0893'ABOUT 0.6 MI E. OF HOUSE OCCUPIED BY X. BOHL, AND ON LAND OWNED BY
 RR0893'DOLEY MACKEY.  STATION IS ON FAIRLY HIGH TOP OF RIDGE RUNNING NE. AND
 RR0893'SW. AND IS ABOUT 10 FT N. OF GROUP OF LARGE BOULDERS.
 RR0893'
 RR0893'STANDARD TABLET SET IN CONCRETE POST STAMPED---MACKEY 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1997 ***********************************************************************
 TE1997  DESIGNATION -  MADE
 TE1997  PID         -  TE1997
 TE1997  STATE/COUNTY-  ND/BENSON
 TE1997  USGS QUAD   -  BRINSMADE (1978)
 TE1997
 TE1997                         *CURRENT SURVEY CONTROL
 TE1997  ___________________________________________________________________
 TE1997* NAD 83(1996)-  48 09 27.07763(N)    099 17 22.05929(W)     ADJUSTED  
 TE1997* NAVD 88     -       476.9    (meters)    1565.     (feet)  VERTCON   
 TE1997  ___________________________________________________________________
 TE1997  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 TE1997  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 TE1997
 TE1997  HORZ ORDER  -  FIRST
 TE1997
 TE1997.The horizontal coordinates were established by classical geodetic methods
 TE1997.and adjusted by the National Geodetic Survey in January 1998..
 TE1997
 TE1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1997
 TE1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1997
 TE1997.The geoid height was determined by GEOID03.
 TE1997
 TE1997;                    North         East     Units Scale Factor Converg.
 TE1997;SPC ND N     -   129,402.504   690,052.145   MT  0.99993665   +0 54 02.9
 TE1997;SPC ND N     -   424,548.90  2,263,950.61   iFT  0.99993665   +0 54 02.9
 TE1997;UTM  14      - 5,333,848.843   478,473.341   MT  0.99960569   -0 12 56.3
 TE1997
 TE1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1997!SPC ND N     -   0.99992891  x   0.99993665  =   0.99986557
 TE1997!UTM  14      -   0.99992891  x   0.99960569  =   0.99953463
 TE1997
 TE1997:                Primary Azimuth Mark                     Grid Az
 TE1997:SPC ND N     -  MADE AZ MK 2                             158 41 42.9
 TE1997:UTM  14      -  MADE AZ MK 2                             159 48 42.1
 TE1997
 TE1997|---------------------------------------------------------------------|
 TE1997| PID    Reference Object                     Distance      Geod. Az  |
 TE1997|                                                           dddmmss.s |
 TE1997| CO7114 MADE AZ MK 2                                       1593545.8 |
 TE1997| TE1991 MINNEWAUKAN MUNICIPAL TANK          APPROX.10.1 KM 1611041.2 |
 TE1997| CO7113 MADE AZ MK                                         1612918.2 |
 TE1997| TE2003 MINNEWAUKAN ST JAMES CATH CH        APPROX. 9.7 KM 1624849.7 |
 TE1997| TE1989 MINNEWAUKAN BENSON CO CH DOME       APPROX.10.3 KM 1632912.4 |
 TE1997| TE2002 MINNEWAUKAN SCHOOL BELFRY           APPROX. 9.9 KM 1653019.3 |
 TE1997| CO7115 MADE RM 1                            10.518 METERS 17309     |
 TE1997| TE1999 MADE RM A                            24.840 METERS 18107     |
 TE1997| CO7116 MADE RM 2                            12.018 METERS 31049     |
 TE1997| TE1994 BRINSMADE SCHOOL BELFRY             APPROX. 3.8 KM 3212158.5 |
 TE1997| TE1996 BRINSMADE ST JOHNS CATH CHURCH      APPROX. 3.6 KM 3235606.2 |
 TE1997|---------------------------------------------------------------------|
 TE1997
 TE1997                          SUPERSEDED SURVEY CONTROL
 TE1997
 TE1997  NAD 83(1986)-  48 09 27.07732(N)    099 17 22.05825(W) AD(       ) 1
 TE1997  NAD 27      -  48 09 27.07500(N)    099 17 20.56400(W) AD(       ) 1
 TE1997  NGVD 29 (07/19/86)  476.5    (m)         1563.     (f) VERT ANG       
 TE1997
 TE1997.Superseded values are not recommended for survey control.
 TE1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1997.See file dsdata.txt to determine how the superseded data were derived.
 TE1997
 TE1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7847333849(NAD 83)
 TE1997_MARKER: DS = TRIANGULATION STATION DISK
 TE1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1997
 TE1997  HISTORY     - Date     Condition        Report By
 TE1997  HISTORY     - 1946     MONUMENTED       CGS
 TE1997  HISTORY     - 1967     GOOD             CGS
 TE1997
 TE1997                          STATION DESCRIPTION
 TE1997
 TE1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1997'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF
 TE1997'MINNIEWAUKAN, 2 MILES SOUTHEAST OF BRINSMADE, 1/2 MILE NORTH
 TE1997'OF THE M.ST.P. AND S.S.M. RAILROAD, 0.1 MILE WEST OF A NORTH-SOUTH
 TE1997'ROAD AND POWER LINE, ON THE HIGHEST POINT OF A PROMINENT
 TE1997'LONE HILL WHICH IS CULTIVATED ON THE SLOPES BUT IS BRUSH
 TE1997'COVERED ON THE TOP AND OVERLOOKS ALL THE SURROUNDING AREA.
 TE1997'THE STATION IS ON THE HIGHEST POINT OF THE HILL AND 5.3
 TE1997'FEET SOUTH-WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 TE1997'ABOUT 2 INCHES AND THE DISK IS STAMPED MADE 1946.
 TE1997'
 TE1997'REFERENCE MARK NO 1 IS 34.56 FEET SOUTH-SOUTHEAST OF THE
 TE1997'STATION.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 TE1997'STAMPED MADE NO 1 1946.
 TE1997'
 TE1997'REFERENCE MARK NO 2 IS 39.63 FEET WEST-NORTHWEST OF THE STATION.
 TE1997'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 TE1997'MADE NO 2 1946.
 TE1997'
 TE1997'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILES SOUTH-SOUTHEAST
 TE1997'OF THE STATION, 2.2 FEET NORTHEAST OF A WHITE WITNESS POST,
 TE1997'41.5 FEET WEST OF THE APPROXIMATE CENTERLINE OF A NORTH-SOUTH
 TE1997'ROAD, 3.4 FEET WEST OF A TELEPHONE POLE (NO 8619) AND 130
 TE1997'FEET NORTH OF A RAILROAD TRACK.  THE MARK PROJECTS ABOUT
 TE1997'2 INCHES AND THE DISK IS STAMPED MADE 1946.
 TE1997'
 TE1997'TO REACH THE STATION FROM BRINSMADE, GO SOUTHEAST AND THEN
 TE1997'EAST ON THE MAIN GRAVEL ROAD 1.7 MILES TO THE CROSSROADS AND
 TE1997'POWER LINE SOUTH, HERE TURN RIGHT AND GO SOUTH 1.5 MILES TO
 TE1997'A CROSSROADS AND POWER LINE INTERSECTION.  CONTINUE SOUTH
 TE1997'FOR 0.3 MILE TO A STEEP SLOPE TO STATION WHICH IS ABOUT 0.2
 TE1997'MILE FROM THE ROAD.
 TE1997'
 TE1997'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TE1997
 TE1997                          STATION RECOVERY (1967)
 TE1997
 TE1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1997'STATION WAS RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK WERE
 TE1997'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND OUT OF THE
 TE1997'GROUND AND LYING ON ITS SIDE.
 TE1997'
 TE1997'A SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE TO THE REFERENCE
 TE1997'MARKS, BUT THE DIRECTION TO THE REFERENCE MARKS CHECKED ADEQUATELY.
 TE1997'
 TE1997'STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 17.  T 154
 TE1997'N.  R 67 W AND ON LAND WHICH IS OWNED BY A MR. RONNIE THOMPSON.
 TE1997'
 TE1997'A NEW AZIMUTH MARK HAS NOW BEEN ESTABLISHED.
 TE1997'
 TE1997'STATION MARK DISK IS STAMPED MADE 1946 AND THE MARK PROJECTS
 TE1997'ABOUT 2 INCHES.  MARK IS ON THE HIGHEST POINT OF A
 TE1997'LOW BUT PROMINENT HILL.
 TE1997'
 TE1997'REFERENCE MARK NUMBER 1 DISK IS STAMPED MADE NO 1 1946 AND THE
 TE1997'MARK PROJECTS ABOUT 3 INCHES.  MARK IS ABOUT 1 FOOT
 TE1997'LOWER THAN THE STATION MARK.
 TE1997'
 TE1997'REFERENCE MARK NUMBER 2 DISK IS STAMPED MADE NO 2 1946 AND THE
 TE1997'MARK PROJECTS ABOUT 1 INCH.  MARK IS ABOUT 2-1/2
 TE1997'FEET LOWER ELEVATION THAN THE STATION MARK.
 TE1997'
 TE1997'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED MADE 1946
 TE1997'AZ 2 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 TE1997'PROJECTS ABOUT 2 INCHES.  MARK IS 38 FEET EAST OF THE
 TE1997'APPROXIMATE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 5.3 FEET
 TE1997'NORTHWEST OF A POWERLINE POLE AND 3.1 FEET NORTH-NORTHWEST OF A
 TE1997'METAL WITNESS POST.
 TE1997'
 TE1997'STATION IS REACHED FROM THE POST OFFICE IN BRINSMADE.  GO WEST
 TE1997'FOR ABOUT 100 FEET TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR
 TE1997'0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND GO EAST ON A
 TE1997'GRAVELED ROAD FOR 1.55 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 TE1997'SOUTH ON A GRAVELED ROAD FOR 1.7 MILES TO A FARM DRIVEWAY ON THE
 TE1997'RIGHT.  GO WEST ON THE DRIVEWAY FOR 0.1 MILE TO A HOUSE AND
 TE1997'FARM BUILDINGS.  STATION IS ABOUT 0.1 MILE NORTH OF THIS
 TE1997'POINT.  ROUTE TO STATION FROM THE FARM HOUSE MUST BE DISCUSSED
 TE1997'WITH THE LAND OWNER DUE TO THE STATION MARK BEING IN A
 TE1997'CULTIVATED FIELD.
 TE1997'
 TE1997'AZIMUTH MARK IS REACHED FROM THE ENTRANCE TO THE FARM
 TE1997'DRIVEWAY.  GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE TO THE MARK
 TE1997'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1999 ***********************************************************************
 TE1999  DESIGNATION -  MADE RM A
 TE1999  PID         -  TE1999
 TE1999  STATE/COUNTY-  ND/BENSON
 TE1999  USGS QUAD   -  BRINSMADE (1978)
 TE1999
 TE1999                         *CURRENT SURVEY CONTROL
 TE1999  ___________________________________________________________________
 TE1999* NAD 83(1996)-  48 09 26.27356(N)    099 17 22.08274(W)     ADJUSTED  
 TE1999* NAVD 88     -       474.2    (meters)    1556.     (feet)  VERTCON   
 TE1999  ___________________________________________________________________
 TE1999  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 TE1999  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 TE1999
 TE1999  HORZ ORDER  -  FIRST
 TE1999
 TE1999.The horizontal coordinates were established by classical geodetic methods
 TE1999.and adjusted by the National Geodetic Survey in January 1998..
 TE1999
 TE1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1999
 TE1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1999
 TE1999.The geoid height was determined by GEOID03.
 TE1999
 TE1999;                    North         East     Units Scale Factor Converg.
 TE1999;SPC ND N     -   129,377.666   690,052.051   MT  0.99993664   +0 54 02.9
 TE1999;SPC ND N     -   424,467.41  2,263,950.30   iFT  0.99993664   +0 54 02.9
 TE1999;UTM  14      - 5,333,824.019   478,472.763   MT  0.99960569   -0 12 56.3
 TE1999
 TE1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1999!SPC ND N     -   0.99992934  x   0.99993664  =   0.99986598
 TE1999!UTM  14      -   0.99992934  x   0.99960569  =   0.99953505
 TE1999
 TE1999|---------------------------------------------------------------------|
 TE1999| PID    Reference Object                     Distance      Geod. Az  |
 TE1999|                                                           dddmmss.s |
 TE1999| TE1997 MADE                                 24.840 METERS 00107     |
 TE1999| TE1991 MINNEWAUKAN MUNICIPAL TANK          APPROX.10.0 KM 1610747.2 |
 TE1999| TE2027 VALLEY                              APPROX.16.5 KM 2621017.4 |
 TE1999|---------------------------------------------------------------------|
 TE1999
 TE1999                          SUPERSEDED SURVEY CONTROL
 TE1999
 TE1999  NAD 83(1986)-  48 09 26.27321(N)    099 17 22.08171(W) AD(       ) 1
 TE1999  NAD 27      -  48 09 26.27090(N)    099 17 20.58751(W) AD(       ) 1
 TE1999  NGVD 29 (07/19/86)  473.8    (m)         1554.     (f) VERT ANG       
 TE1999
 TE1999.Superseded values are not recommended for survey control.
 TE1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1999.See file dsdata.txt to determine how the superseded data were derived.
 TE1999
 TE1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7847333824(NAD 83)
 TE1999_MARKER: DS = TRIANGULATION STATION DISK
 TE1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1999+STABILITY: SURFACE MOTION
 TE1999
 TE1999  HISTORY     - Date     Condition        Report By
 TE1999  HISTORY     - 1967     MONUMENTED       CGS
 TE1999
 TE1999                          STATION DESCRIPTION
 TE1999
 TE1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1999'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 TE1999'AS TRIANGULATION STATION MADE 1946.
 TE1999'
 TE1999'STATION IS A STANDARD STATION MARK DISK, STAMPED MADE RM A 1967,
 TE1999'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 TE1999'THE SURFACE OF THE GROUND.  A SUB-SURFACE STATION MARK DISK WAS
 TE1999'SET ALSO AND THE DISK IS STAMPED THE SAME AS THE SURFACE
 TE1999'DISK.
 TE1999'
 TE1999'THE MARK IS 8.7 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 TE1999'FIELD, 82 FEET SOUTH OF THE TRUE STATION AND APPROXIMATELY 9
 TE1999'FEET LOWER IN ELEVATION.
 TE1999'
 TE1999'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MADE
 TE1999'1946, DISTANCE BEING 24.842 METERS OR 81.50 FEET.  OBSERVATIONS
 TE1999'WERE MADE FROM A 37 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0852 ***********************************************************************
 RP0852  DESIGNATION -  MAGILL
 RP0852  PID         -  RP0852
 RP0852  STATE/COUNTY-  ND/RANSOM
 RP0852  USGS QUAD   -  ELLIOTT SW (1957)
 RP0852
 RP0852                         *CURRENT SURVEY CONTROL
 RP0852  ___________________________________________________________________
 RP0852* NAD 83(1996)-  46 19 54.86909(N)    097 59 51.62615(W)     ADJUSTED  
 RP0852* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 RP0852  ___________________________________________________________________
 RP0852  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 RP0852  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 RP0852
 RP0852  HORZ ORDER  -  SECOND
 RP0852
 RP0852.The horizontal coordinates were established by classical geodetic methods
 RP0852.and adjusted by the National Geodetic Survey in January 1998..
 RP0852
 RP0852.The orthometric height was scaled from a topographic map.
 RP0852
 RP0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0852
 RP0852.The geoid height was determined by GEOID03.
 RP0852
 RP0852;                    North         East     Units Scale Factor Converg.
 RP0852;SPC ND S     -    77,014.413   792,638.579   MT  0.99997411   +1 49 30.6
 RP0852;SPC ND S     -   252,671.96  2,600,520.27   iFT  0.99997411   +1 49 30.6
 RP0852;UTM  14      - 5,131,413.973   577,146.875   MT  0.99967316   +0 43 30.3
 RP0852
 RP0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0852!SPC ND S     -   0.99993741  x   0.99997411  =   0.99991152
 RP0852!UTM  14      -   0.99993741  x   0.99967316  =   0.99961059
 RP0852
 RP0852:                Primary Azimuth Mark                     Grid Az
 RP0852:SPC ND S     -  CRETE FARMERS GRAIN CO ELEV              167 19 18.4
 RP0852:UTM  14      -  CRETE FARMERS GRAIN CO ELEV              168 25 18.7
 RP0852
 RP0852|---------------------------------------------------------------------|
 RP0852| PID    Reference Object                     Distance      Geod. Az  |
 RP0852|                                                           dddmmss.s |
 RP0852| RP0846 CRETE FARMERS GRAIN CO ELEV         APPROX.14.8 KM 1690849.0 |
 RP0852| CO5947 MAGILL RM 1                          23.674 METERS 18627     |
 RP0852| CO5946 MAGILL AZ MK                                       2260747.0 |
 RP0852| CO5948 MAGILL RM 2                          21.021 METERS 27211     |
 RP0852| RQ0624 VERONA ST RAPHAELS CH CROSS         APPROX. 7.0 KM 3004523.8 |
 RP0852| RQ0625 VERONA MUNICIPAL TANK               APPROX. 6.8 KM 3012507.6 |
 RP0852|---------------------------------------------------------------------|
 RP0852
 RP0852                          SUPERSEDED SURVEY CONTROL
 RP0852
 RP0852  NAD 83(1986)-  46 19 54.87278(N)    097 59 51.62053(W) AD(       ) 2
 RP0852  NAD 27      -  46 19 54.99900(N)    097 59 50.25700(W) AD(       ) 2
 RP0852
 RP0852.Superseded values are not recommended for survey control.
 RP0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0852.See file dsdata.txt to determine how the superseded data were derived.
 RP0852
 RP0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7714731414(NAD 83)
 RP0852_MARKER: DS = TRIANGULATION STATION DISK
 RP0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0852
 RP0852  HISTORY     - Date     Condition        Report By
 RP0852  HISTORY     - 1954     MONUMENTED       CGS
 RP0852  HISTORY     - 1968     SEE DESCRIPTION  USGS
 RP0852  HISTORY     - 1969     SEE DESCRIPTION  CGS
 RP0852
 RP0852                          STATION DESCRIPTION
 RP0852
 RP0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0852'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE SMALL
 RP0852'COMMUNITY OF ENGLEVALE, 4 MILES SOUTHEAST OF VERONA, AND
 RP0852'ON PROPERTY OWNED BY MR. R.D. MAGILL.
 RP0852'
 RP0852'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13 IN THE
 RP0852'NORTHWEST EDGE OF VERONA BY GOING SOUTH ON HIGHWAYS 1 AND
 RP0852'13 FOR 0.7 MILE TO A CROSS ROAD.  TURN LEFT, EAST, AND GO
 RP0852'2.95 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH, AND GO 1.95
 RP0852'MILES TO A CROSS ROAD.  TURN LEFT, EAST, AND GO 0.5 MILE TO
 RP0852'A TRACK ROAD JUST EAST OF A FENCE CORNER POST.  TURN LEFT,
 RP0852'NORTH, AND FOLLOW THE TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH
 RP0852'MARK ON THE LEFT.  BEAR RIGHT, NORTHEASTERLY, AND GO ACROSS
 RP0852'PASTURE LANDS FOR 0.35 MILE TO THE TOP OF A KNOLL AND STATION
 RP0852'SITE.
 RP0852'
 RP0852'THE STATION MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0852'STAMPED MAGILL 1954, AND THE MARK PROJECTS 1 INCH.
 RP0852'
 RP0852'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE
 RP0852'MONUMENT, STAMPED MAGILL NO 1 1954, AND THE MARK PROJECTS
 RP0852'1 INCH.
 RP0852'
 RP0852'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE
 RP0852'MONUMENT, STAMPED MAGILL NO 2 1954, AND THE MARK PROJECTS
 RP0852'1 INCH.
 RP0852'
 RP0852'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0852'IS 2.5 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF
 RP0852'A FENCE.  THE DISK IS STAMPED MAGILL 1954, AND THE MARK
 RP0852'PROJECTS 3 INCHES.
 RP0852'
 RP0852'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RP0852
 RP0852                          STATION RECOVERY (1968)
 RP0852
 RP0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 RP0852'STATION MARK, R.M. 1, AND R.M. 2 DESTROYED.
 RP0852'
 RP0852'AZIMUTH MARK FOUND IN GOOD CONDITION.
 RP0852'
 RP0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION
 RP0852'IS LOCATED ABOUT 5 MILES S.W. OF ENGLEVALE.
 RP0852
 RP0852                          STATION RECOVERY (1969)
 RP0852
 RP0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 RP0852'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 RP0852'NO. 2 WERE DESTROYED WHEN GROUND WAS PUT INTO CULTIVATION.
 RP0852'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 RP0852'ABOUT 1/2 DAY WAS SPENT SEARCHING FOR THE STATION.  THE
 RP0852'STATION POINT WAS FOUND FROM THE INTERSECTION STATIONS AND
 RP0852'THE AZIMUTH MARK BUT THE UNDERGROUND MARK WAS NOT FOUND.
 RP0852'THE OLD CONCRETE POST FOR THE STATION WAS FOUND AND WAS ONLY
 RP0852'ABOUT 2 FEET LONG AND THE PROPERTY OWNER SAID THE MARK WAS
 RP0852'PROJECTING OVER 1 FOOT WHEN PULLED OUT OF FIELD SO THE
 RP0852'UNDERGROUND STATION MARK WAS PROBABLY DESTROYED DURING PLOWING
 RP0852'OPERATIONS.
 RP0852'
 RP0852'THIS STATION SHOULD BE LISTED AS DESTROYED.
 RP0852'
 RP0852'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 RP0852'MILES SOUTHEAST OF VERONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1359 ***********************************************************************
 TE1359  DESIGNATION -  MAGNETIC STA NORTH
 TE1359  PID         -  TE1359
 TE1359  STATE/COUNTY-  ND/PIERCE
 TE1359  USGS QUAD   -  RUGBY (1980)
 TE1359
 TE1359                         *CURRENT SURVEY CONTROL
 TE1359  ___________________________________________________________________
 TE1359* NAD 83(1986)-  48 22 07.     (N)    099 58 46.     (W)     SCALED    
 TE1359* NAVD 88     -       469.142  (meters)    1539.18   (feet)  ADJUSTED  
 TE1359  ___________________________________________________________________
 TE1359  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TE1359  DYNAMIC HT  -         469.235 (meters)    1539.48  (feet)  COMP
 TE1359  MODELED GRAV-     980,794.7   (mgal)                       NAVD 88
 TE1359
 TE1359  VERT ORDER  -  SECOND    CLASS 0
 TE1359
 TE1359.The horizontal coordinates were scaled from a topographic map and have
 TE1359.an estimated accuracy of +/- 6 seconds.
 TE1359
 TE1359.The orthometric height was determined by differential leveling
 TE1359.and adjusted by the National Geodetic Survey in June 1991..
 TE1359
 TE1359.The geoid height was determined by GEOID03.
 TE1359
 TE1359.The dynamic height is computed by dividing the NAVD 88
 TE1359.geopotential number by the normal gravity value computed on the
 TE1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1359.degrees latitude (g = 980.6199 gals.).
 TE1359
 TE1359.The modeled gravity was interpolated from observed gravity values.
 TE1359
 TE1359;                    North         East    Units  Estimated Accuracy
 TE1359;SPC ND N     -   152,300.      638,570.      MT  (+/- 180 meters Scaled)
 TE1359
 TE1359                          SUPERSEDED SURVEY CONTROL
 TE1359
 TE1359  NGVD 29 (??/??/92)  468.78   (m)         1538.0    (f) COMPUTED    2 0
 TE1359
 TE1359.Superseded values are not recommended for survey control.
 TE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1359.See file dsdata.txt to determine how the superseded data were derived.
 TE1359
 TE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU274577(NAD 83)
 TE1359_MARKER: DM = MAGNETIC STATION DISK
 TE1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1359+STABILITY: SURFACE MOTION
 TE1359
 TE1359  HISTORY     - Date     Condition        Report By
 TE1359  HISTORY     - UNK      MONUMENTED       CGS
 TE1359  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE1359
 TE1359                          STATION DESCRIPTION
 TE1359
 TE1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1359'IN RUGBY.
 TE1359'AT RUGBY, PIERCE COUNTY, 103 YARDS NORTH OF MAGNETIC STATION SOUTH
 TE1359'DESCRIBED ABOVE, AT THE FAIR GROUNDS, IN THE CENTER OF THE CIRCLE OF
 TE1359'THE RACE TRACK, AND 83 YARDS EAST OF THE JUDGES STAND.  A STANDARDD
 TE1359'MAGNETIC-STATION DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 TE1359'INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1358 ***********************************************************************
 TE1358  DESIGNATION -  MAGNETIC STA SOUTH
 TE1358  PID         -  TE1358
 TE1358  STATE/COUNTY-  ND/PIERCE
 TE1358  USGS QUAD   -  RUGBY (1980)
 TE1358
 TE1358                         *CURRENT SURVEY CONTROL
 TE1358  ___________________________________________________________________
 TE1358* NAD 83(1986)-  48 22 03.     (N)    099 58 46.     (W)     SCALED    
 TE1358* NAVD 88     -       469.618  (meters)    1540.74   (feet)  ADJUSTED  
 TE1358  ___________________________________________________________________
 TE1358  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TE1358  DYNAMIC HT  -         469.711 (meters)    1541.04  (feet)  COMP
 TE1358  MODELED GRAV-     980,794.5   (mgal)                       NAVD 88
 TE1358
 TE1358  VERT ORDER  -  SECOND    CLASS 0
 TE1358
 TE1358.The horizontal coordinates were scaled from a topographic map and have
 TE1358.an estimated accuracy of +/- 6 seconds.
 TE1358
 TE1358.The orthometric height was determined by differential leveling
 TE1358.and adjusted by the National Geodetic Survey in June 1991..
 TE1358
 TE1358.The geoid height was determined by GEOID03.
 TE1358
 TE1358.The dynamic height is computed by dividing the NAVD 88
 TE1358.geopotential number by the normal gravity value computed on the
 TE1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1358.degrees latitude (g = 980.6199 gals.).
 TE1358
 TE1358.The modeled gravity was interpolated from observed gravity values.
 TE1358
 TE1358;                    North         East    Units  Estimated Accuracy
 TE1358;SPC ND N     -   152,170.      638,570.      MT  (+/- 180 meters Scaled)
 TE1358
 TE1358                          SUPERSEDED SURVEY CONTROL
 TE1358
 TE1358  NGVD 29 (??/??/92)  469.26   (m)         1539.6    (f) COMPUTED    2 0
 TE1358
 TE1358.Superseded values are not recommended for survey control.
 TE1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1358.See file dsdata.txt to determine how the superseded data were derived.
 TE1358
 TE1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU274576(NAD 83)
 TE1358_MARKER: DM = MAGNETIC STATION DISK
 TE1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1358+STABILITY: SURFACE MOTION
 TE1358
 TE1358  HISTORY     - Date     Condition        Report By
 TE1358  HISTORY     - UNK      MONUMENTED       CGS
 TE1358  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE1358
 TE1358                          STATION DESCRIPTION
 TE1358
 TE1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE1358'IN RUGBY.
 TE1358'AT RUGBY, PIERCE COUNTY, AT THE FAIR GROUNDS, INSIDE THE CIRCLE OF THE
 TE1358'RACE TRACK, AND 17 FEET NORTH OF THE SOUTH SIDE OF THE INSIDE RAIL. A
 TE1358'STANDARD MAGNETIC-STATION DISK, SET IN THE TOP OF A CONCRETE POST
 TE1358'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0172 ***********************************************************************
 RS0172  DESIGNATION -  MAGNETIC STATION
 RS0172  PID         -  RS0172
 RS0172  STATE/COUNTY-  ND/BOWMAN
 RS0172  USGS QUAD   -  BOWMAN (1968)
 RS0172
 RS0172                         *CURRENT SURVEY CONTROL
 RS0172  ___________________________________________________________________
 RS0172* NAD 83(1986)-  46 10 50.     (N)    103 24 01.     (W)     SCALED    
 RS0172* NAVD 88     -       906.738  (meters)    2974.86   (feet)  ADJUSTED  
 RS0172  ___________________________________________________________________
 RS0172  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 RS0172  DYNAMIC HT  -         906.654 (meters)    2974.58  (feet)  COMP
 RS0172  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 RS0172
 RS0172  VERT ORDER  -  FIRST     CLASS II
 RS0172
 RS0172.The horizontal coordinates were scaled from a topographic map and have
 RS0172.an estimated accuracy of +/- 6 seconds.
 RS0172
 RS0172.The orthometric height was determined by differential leveling
 RS0172.and adjusted by the National Geodetic Survey in June 1991..
 RS0172
 RS0172.The geoid height was determined by GEOID03.
 RS0172
 RS0172.The dynamic height is computed by dividing the NAVD 88
 RS0172.geopotential number by the normal gravity value computed on the
 RS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0172.degrees latitude (g = 980.6199 gals.).
 RS0172
 RS0172.The modeled gravity was interpolated from observed gravity values.
 RS0172
 RS0172;                    North         East    Units  Estimated Accuracy
 RS0172;SPC ND S     -    61,260.      376,120.      MT  (+/- 180 meters Scaled)
 RS0172
 RS0172                          SUPERSEDED SURVEY CONTROL
 RS0172
 RS0172  NGVD 29 (??/??/92)  906.236  (m)         2973.21   (f) ADJ UNCH    1 2
 RS0172
 RS0172.Superseded values are not recommended for survey control.
 RS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0172.See file dsdata.txt to determine how the superseded data were derived.
 RS0172
 RS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM234153(NAD 83)
 RS0172_MARKER: DM = MAGNETIC STATION DISK
 RS0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0172+STABILITY: SURFACE MOTION
 RS0172
 RS0172  HISTORY     - Date     Condition        Report By
 RS0172  HISTORY     - UNK      MONUMENTED       CGS
 RS0172  HISTORY     - 1934     GOOD             NGS
 RS0172  HISTORY     - 1953     GOOD             NGS
 RS0172
 RS0172                          STATION DESCRIPTION
 RS0172
 RS0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0172'IN BOWMAN.
 RS0172'AT BOWMAN, BOWMAN COUNTY, IN THE COUNTY COURTHOUSE YARD, ABOUT 95 FEET
 RS0172'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 33 FEET NORTH
 RS0172'OF THE SOUTH FENCE.  A STANDARD MAGNETIC-STATION DISK, SET IN THE TOP
 RS0172'OF A CONCRETE POST.
 RS0172
 RS0172                          STATION RECOVERY (1953)
 RS0172
 RS0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RS0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0052 ***********************************************************************
 RS0052  DESIGNATION -  MAGNETIC STATION
 RS0052  PID         -  RS0052
 RS0052  STATE/COUNTY-  ND/HETTINGER
 RS0052  USGS QUAD   -  MOTT SOUTH (1966)
 RS0052
 RS0052                         *CURRENT SURVEY CONTROL
 RS0052  ___________________________________________________________________
 RS0052* NAD 83(1986)-  46 22 16.     (N)    102 19 06.     (W)     SCALED    
 RS0052* NAVD 88     -       737.760  (meters)    2420.47   (feet)  ADJUSTED  
 RS0052  ___________________________________________________________________
 RS0052  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 RS0052  DYNAMIC HT  -         737.711 (meters)    2420.31  (feet)  COMP
 RS0052  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 RS0052
 RS0052  VERT ORDER  -  SECOND    CLASS 0
 RS0052
 RS0052.The horizontal coordinates were scaled from a topographic map and have
 RS0052.an estimated accuracy of +/- 6 seconds.
 RS0052
 RS0052.The orthometric height was determined by differential leveling
 RS0052.and adjusted by the National Geodetic Survey in June 1991..
 RS0052
 RS0052.The geoid height was determined by GEOID03.
 RS0052
 RS0052.The dynamic height is computed by dividing the NAVD 88
 RS0052.geopotential number by the normal gravity value computed on the
 RS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0052.degrees latitude (g = 980.6199 gals.).
 RS0052
 RS0052.The modeled gravity was interpolated from observed gravity values.
 RS0052
 RS0052;                    North         East    Units  Estimated Accuracy
 RS0052;SPC ND S     -    79,920.      460,110.      MT  (+/- 180 meters Scaled)
 RS0052
 RS0052                          SUPERSEDED SURVEY CONTROL
 RS0052
 RS0052  NGVD 29 (??/??/92)  737.240  (m)         2418.76   (f) ADJ UNCH    2 0
 RS0052
 RS0052.Superseded values are not recommended for survey control.
 RS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0052.See file dsdata.txt to determine how the superseded data were derived.
 RS0052
 RS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM062387(NAD 83)
 RS0052_MARKER: DM = MAGNETIC STATION DISK
 RS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0052+STABILITY: SURFACE MOTION
 RS0052
 RS0052  HISTORY     - Date     Condition        Report By
 RS0052  HISTORY     - UNK      MONUMENTED       CGS
 RS0052  HISTORY     - 1934     GOOD             NGS
 RS0052  HISTORY     - 1965     MARK NOT FOUND   USGS
 RS0052
 RS0052                          STATION DESCRIPTION
 RS0052
 RS0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RS0052'IN MOTT.
 RS0052'AT MOTT, HETTINGER COUNTY, ON STATE HIGHWAY 21, AT THE GRAMMAR-AND
 RS0052'HIGH-SCHOOL GROUNDS, 82 FEET EAST OF A FIRE HYDRANT, 81.7 FEET SOUTH
 RS0052'OF THE SOUTHWEST CORNER OF THE GRAMMAR-SCHOOL BUILDING, 71 FEET NORTH
 RS0052'OF THE CENTER LINE OF THE HIGHWAY, AND 47 FEET EAST OF THE CENTER LINE
 RS0052'OF THE STREET IN FRONT OF THE SCHOOL.  A STANDARD MAGNETIC-STATION
 RS0052'DISK, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. NOTE--
 RS0052'APPEARS TO BE BURIED UNDER GRAVEL FILL.
 RS0052
 RS0052                          STATION RECOVERY (1965)
 RS0052
 RS0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RS0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0046 ***********************************************************************
 TG0046  DESIGNATION -  MAGNETIC STATION
 TG0046  PID         -  TG0046
 TG0046  STATE/COUNTY-  ND/BURKE
 TG0046  USGS QUAD   -  BOWBELLS (1947)
 TG0046
 TG0046                         *CURRENT SURVEY CONTROL
 TG0046  ___________________________________________________________________
 TG0046* NAD 83(1986)-  48 48 02.     (N)    102 14 31.     (W)     SCALED    
 TG0046* NAVD 88     -       597.620  (meters)    1960.69   (feet)  ADJUSTED  
 TG0046  ___________________________________________________________________
 TG0046  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 TG0046  DYNAMIC HT  -         597.745 (meters)    1961.10  (feet)  COMP
 TG0046  MODELED GRAV-     980,800.0   (mgal)                       NAVD 88
 TG0046
 TG0046  VERT ORDER  -  FIRST     CLASS II
 TG0046
 TG0046.The horizontal coordinates were scaled from a topographic map and have
 TG0046.an estimated accuracy of +/- 6 seconds.
 TG0046
 TG0046.The orthometric height was determined by differential leveling
 TG0046.and adjusted by the National Geodetic Survey in June 1991..
 TG0046
 TG0046.The geoid height was determined by GEOID03.
 TG0046
 TG0046.The dynamic height is computed by dividing the NAVD 88
 TG0046.geopotential number by the normal gravity value computed on the
 TG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0046.degrees latitude (g = 980.6199 gals.).
 TG0046
 TG0046.The modeled gravity was interpolated from observed gravity values.
 TG0046
 TG0046;                    North         East    Units  Estimated Accuracy
 TG0046;SPC ND N     -   201,650.      472,040.      MT  (+/- 180 meters Scaled)
 TG0046
 TG0046                          SUPERSEDED SURVEY CONTROL
 TG0046
 TG0046  NGVD 29 (??/??/92)  597.212  (m)         1959.35   (f) ADJ UNCH    1 2
 TG0046
 TG0046.Superseded values are not recommended for survey control.
 TG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0046.See file dsdata.txt to determine how the superseded data were derived.
 TG0046
 TG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ025089(NAD 83)
 TG0046_MARKER: DB = BENCH MARK DISK
 TG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0046+STABILITY: SURFACE MOTION
 TG0046
 TG0046  HISTORY     - Date     Condition        Report By
 TG0046  HISTORY     - UNK      MONUMENTED       CGS
 TG0046  HISTORY     - 1963     GOOD             NGS
 TG0046
 TG0046                          STATION DESCRIPTION
 TG0046
 TG0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0046'IN BOWBELLS.
 TG0046'ABOUT 0.15 MILE NORTHEAST ALONG MAIN STREET FROM THE SOO LINE RAILROAD
 TG0046'STATION AT BOWBELLS, THENCE 0.25 MILE SOUTHEAST ALONG A DIRT STREET AT
 TG0046'THE SOUTHWEST EDGE OF A BALL PARK, IN SECTION 5, T 161 N, R 89 W, 68
 TG0046'FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 99 FEET NORTHEAST AND
 TG0046'ACROSS THE STREET FROM A POWER POLE, 207 FEET EAST AND ACROSS THE
 TG0046'STREET FROM THE EAST CORNER OF A STUCCOED HOUSE, ABOUT 4 FEET ABOVE
 TG0046'THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH
 TG0046'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1738 ***********************************************************************
 TE1738  DESIGNATION -  MAIDA RESET
 TE1738  PID         -  TE1738
 TE1738  STATE/COUNTY-  ND/CAVALIER
 TE1738  USGS QUAD   -  MOUNT CARMEL (1970)
 TE1738
 TE1738                         *CURRENT SURVEY CONTROL
 TE1738  ___________________________________________________________________
 TE1738* NAD 83(1996)-  48 58 21.91477(N)    098 24 12.28507(W)     ADJUSTED  
 TE1738* NAVD 88     -       492.6    (meters)    1616.     (feet)  VERTCON   
 TE1738  ___________________________________________________________________
 TE1738  X           -    -613,069.664 (meters)                     COMP
 TE1738  Y           -  -4,149,989.280 (meters)                     COMP
 TE1738  Z           -   4,788,923.651 (meters)                     COMP
 TE1738  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 TE1738  ELLIP HEIGHT-         468.33  (meters)          (03/16/99) GPS OBS
 TE1738  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 TE1738
 TE1738  HORZ ORDER  -  FIRST
 TE1738  ELLP ORDER  -  FOURTH    CLASS I
 TE1738
 TE1738.The horizontal coordinates were established by classical geodetic methods
 TE1738.and adjusted by the National Geodetic Survey in January 1998..
 TE1738
 TE1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1738
 TE1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE1738
 TE1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1738
 TE1738.The ellipsoidal height was determined by GPS observations
 TE1738.and is referenced to NAD 83.
 TE1738
 TE1738.The geoid height was determined by GEOID03.
 TE1738
 TE1738;                    North         East     Units Scale Factor Converg.
 TE1738;SPC ND N     -   221,437.440   753,484.401   MT  1.00005630   +1 33 36.5
 TE1738;SPC ND N     -   726,500.79  2,472,061.68   iFT  1.00005630   +1 33 36.5
 TE1738;UTM  14      - 5,424,598.469   543,659.603   MT  0.99962342   +0 27 00.3
 TE1738
 TE1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1738!SPC ND N     -   0.99992661  x   1.00005630  =   0.99998291
 TE1738!UTM  14      -   0.99992661  x   0.99962342  =   0.99955006
 TE1738
 TE1738:                Primary Azimuth Mark                     Grid Az
 TE1738:SPC ND N     -  E 407                                    107 35 11.0
 TE1738:UTM  14      -  E 407                                    108 41 47.2
 TE1738
 TE1738|---------------------------------------------------------------------|
 TE1738| PID    Reference Object                     Distance      Geod. Az  |
 TE1738|                                                           dddmmss.s |
 TE1738| TE0166 E 407                               APPROX. 3.0 KM 1090847.5 |
 TE1738| TE1812 WALES CHURCH                        APPROX.17.0 KM 2385219.7 |
 TE1738|---------------------------------------------------------------------|
 TE1738
 TE1738                          SUPERSEDED SURVEY CONTROL
 TE1738
 TE1738  ELLIP H (01/23/98)  468.16   (m)                       GP(       ) 4 1
 TE1738  NAD 83(1986)-  48 58 21.90792(N)    098 24 12.27259(W) AD(       ) 1
 TE1738  NAD 27      -  48 58 21.90200(N)    098 24 10.85400(W) AD(       ) 1
 TE1738  NGVD 29 (08/25/89)  492.2    (m)         1615.     (f) GPS OBS        
 TE1738
 TE1738.Superseded values are not recommended for survey control.
 TE1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1738.See file dsdata.txt to determine how the superseded data were derived.
 TE1738
 TE1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV4366024598(NAD 83)
 TE1738_MARKER: DS = TRIANGULATION STATION DISK
 TE1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1738_SP_SET: CONCRETE POST
 TE1738_STAMPING: MAIDA GSC 1925 1987
 TE1738_MARK LOGO: GSC   
 TE1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1738+STABILITY: SURFACE MOTION
 TE1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1738+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1988
 TE1738
 TE1738  HISTORY     - Date     Condition        Report By
 TE1738  HISTORY     - 1969     MONUMENTED       USGS
 TE1738  HISTORY     - 1969     GOOD             GSC
 TE1738  HISTORY     - 19880923 GOOD             NGS
 TE1738
 TE1738                          STATION DESCRIPTION
 TE1738
 TE1738'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1738'SURFACE MARK POST WAS FOUND WITH THE TOP BROKEN OFF.  UNDERGROUND
 TE1738'MARK WAS FOUND IN GOOD CONDITION.
 TE1738'
 TE1738'THE BROKEN OFF SURFACE POST WAS RESET APPROXIMATELY OVER THE
 TE1738'UNDERGROUND MARK AFTER THE STATION WAS OCCUPIED.  IT PROJECTS ABOUT
 TE1738'2 FT ABOVE GROUND LEVEL.
 TE1738'
 TE1738'DIRECTION TO WALES CHURCH SPIRE CHECKED WITHIN -0.13 SECONDS.
 TE1738'
 TE1738'THE OLD DESCRIPTION IS ADEQUATE.
 TE1738'
 TE1738'STANDARD BRACED TRIPOD WAS USED.
 TE1738'TO REACH THE STATION FROM THE UNITED STATES-CANADA BORDER IN
 TE1738'MAIDA, GO SOUTH ON STATE HIGHWAY NO. 1 FOR 0.4 MILE TO CROSS
 TE1738'ROADS.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 1.9 MILES
 TE1738'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL
 TE1738'ROAD FOR 1.8 MILES TO A FARM ROAD AND WIRE GATE ON THE LEFT.
 TE1738'TURN LEFT AND GO SOUTHEAST FOR 0.3 MILE TO TOP OF HILL AND
 TE1738'STATION SITE.
 TE1738
 TE1738                          STATION RECOVERY (1969)
 TE1738
 TE1738'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1969
 TE1738'RECOVERED IN GOOD CONDITION.
 TE1738
 TE1738                          STATION RECOVERY (1988)
 TE1738
 TE1738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TE1738'THE STATION WAS RECOVERED WITH THE CONCRETE OF THE SURFACE MARK BEING
 TE1738'BROKEN OFF AT GROUND LEVEL.  THE SURFACE MARK WAS DUG OUT AND THE
 TE1738'UNDERGROUND MARK LOCATED.  THE POINT WAS HELD AND A NEW SURFACE MARK
 TE1738'WAS SET IN A 12 INCH ROUND CONCRETE POST FLUSH WITH THE SURFACE.  THE
 TE1738'NEW SURFACE MARK WAS SET BY MARVIN CRABTREE OF THE IBC IN 1987.
 TE1738'THE STATION IS LOCATED ABOUT 4.42 KM (2.75 MI) SOUTHWEST OF THE MAIDA,
 TE1738'NORTH DAKOTA - WINDYGATES, MANITOBA BORDER CROSSING AND ABOUT 4.02 KM
 TE1738'(2.50 MI) NORTHWEST OF MT. CARMEL.
 TE1738'TO REACH THE STATION FROM THE U.S. CUSTOMS AT THE MAIDA - WINDYGATES
 TE1738'BORDER CROSSING, GO SOUTH ON STATE HIGHWAY 1 FOR 0.56 KM (0.35 MI) TO
 TE1738'A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 3.2
 TE1738'KM (2.00 MI) TO A GRAVEL CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 TE1738'GRAVEL ROAD FOR 2.01 KM (1.25 MI) TO A FIELD ROAD ON THE LEFT.  TURN
 TE1738'LEFT AND FOLLOW A TRACK FIELD ROAD SOUTHEASTERLY ACROSS A WHEAT FIELD
 TE1738'FOR 0.56 KM (0.35 MI) TO THE TOP OF A KNOLL AND THE STATION.
 TE1738'THE STATION MARK IS SET IN A 12 INCH ROUND CONCRETE MONUMENT, 2.5 FT
 TE1738'NORTH OF A WITNESS POST.
 TE1738'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2088 ***********************************************************************
 TF2088  DESIGNATION -  MALME
 TF2088  PID         -  TF2088
 TF2088  STATE/COUNTY-  ND/BOTTINEAU
 TF2088  USGS QUAD   -  LANDA (1949)
 TF2088
 TF2088                         *CURRENT SURVEY CONTROL
 TF2088  ___________________________________________________________________
 TF2088* NAD 83(1996)-  48 56 01.98335(N)    100 54 23.01185(W)     ADJUSTED  
 TF2088* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 TF2088  ___________________________________________________________________
 TF2088  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 TF2088  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 TF2088
 TF2088  HORZ ORDER  -  FIRST
 TF2088
 TF2088.The horizontal coordinates were established by classical geodetic methods
 TF2088.and adjusted by the National Geodetic Survey in January 1998..
 TF2088
 TF2088.The orthometric height was scaled from a topographic map.
 TF2088
 TF2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2088
 TF2088.The geoid height was determined by GEOID03.
 TF2088
 TF2088;                    North         East     Units Scale Factor Converg.
 TF2088;SPC ND N     -   215,103.344   570,222.986   MT  1.00004596   -0 18 08.7
 TF2088;SPC ND N     -   705,719.63  1,870,810.32   iFT  1.00004596   -0 18 08.7
 TF2088;UTM  14      - 5,421,857.606   360,380.693   MT  0.99983948   -1 26 15.2
 TF2088
 TF2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2088!SPC ND N     -   0.99993188  x   1.00004596  =   0.99997784
 TF2088!UTM  14      -   0.99993188  x   0.99983948  =   0.99977137
 TF2088
 TF2088|---------------------------------------------------------------------|
 TF2088| PID    Reference Object                     Distance      Geod. Az  |
 TF2088|                                                           dddmmss.s |
 TF2088| CO7120 MALME RM 1                           46.857 METERS 20331     |
 TF2088| CO7121 MALME RM 2                           32.412 METERS 32447     |
 TF2088| CO7119 MALME AZ MK                                        3560346.0 |
 TF2088|---------------------------------------------------------------------|
 TF2088
 TF2088                          SUPERSEDED SURVEY CONTROL
 TF2088
 TF2088  NAD 83(1986)-  48 56 01.97816(N)    100 54 23.02020(W) AD(       ) 1
 TF2088  NAD 27      -  48 56 01.90600(N)    100 54 21.46900(W) AD(       ) 1
 TF2088
 TF2088.Superseded values are not recommended for survey control.
 TF2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2088.See file dsdata.txt to determine how the superseded data were derived.
 TF2088
 TF2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV6038121858(NAD 83)
 TF2088
 TF2088  HISTORY     - Date     Condition        Report By
 TF2088  HISTORY     - 1925     MONUMENTED       GSC
 TF2088  HISTORY     - 1928     GOOD             GSC
 TF2088  HISTORY     - 1938     GOOD             CGS
 TF2088  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TF2088
 TF2088                          STATION DESCRIPTION
 TF2088
 TF2088'DESCRIBED BY GEODETIC SURVEY OF CANADA 1928
 TF2088'IN THE NW 1/4 SEC. 22, T. 163 N., R. 79 W., FIFTH PRINCIPAL
 TF2088'MERIDIAN.  THE STATION IS ABOUT 22 METERS EAST OF THE WEST
 TF2088'SIDE OF THE SECTION AND ABOUT 315 METERS SOUTH OF A HOUSE.
 TF2088'
 TF2088'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 TF2088'STATION MARK SET IN CONCRETE.  THE REFERENCE MARK IS IN THE
 TF2088'NORTHWEST CORNER OF THE ABOVE SECTION, 384.07 METERS FROM
 TF2088'THE STATION N 04 DEG 15 MIN W.
 TF2088
 TF2088                          STATION RECOVERY (1938)
 TF2088
 TF2088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2088'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  TWO
 TF2088'REFERENCES AND ONE AZIMUTH MARKS WERE ESTABLISHED.
 TF2088'
 TF2088'TO REACH FROM WESTHOPE, CROSS U.S. HIGHWAY 83 AND GO EAST
 TF2088'5.0 MILES TO THE CEMETERY NORTH OF LANDA.  TURN LEFT (NORTH)
 TF2088'AND GO 1.8 MILES TO THE STATION IN THE PASTURE OF THE MALME
 TF2088'RANCH ABOUT 0.2 MILE SOUTH OF THE BUILDINGS.  DRIVE INTO
 TF2088'THE PASTURE AT THE GATE AT THE MALME BARN AND GO SOUTH 0.2 MILE
 TF2088'ALONG THE PASTURE ROAD.  THE STATION IS IN THE NW 1/4 SEC.
 TF2088'22, T. 163 N., R 79 W., ABOUT 95 FEET EAST OF THE CENTER OF THE
 TF2088'GRAVEL ROAD, AND 241 FEET SOUTH-BY-EAST OF A PUMP AND WOODEN
 TF2088'WINDMILL, IN A SOD PASTURE.  STATION MARK IS A STANDARD U.S.
 TF2088'COAST AND GEODETIC SURVEY BRONZE DISK.  THE
 TF2088'CONCRETE MONUMENT PROJECTS ABOUT 2 FEET.
 TF2088'
 TF2088'AZIMUTH MARK PROJECTS 6 INCHES AND IS STAMPED
 TF2088'MALME 1938.  IT IS 2 FEET SOUTHEAST OF THE FENCE CORNER AT THE
 TF2088'ENTRANCE TO THE MALME RANCH AND 0.2 MILE NORTH OF THE STATION.
 TF2088'
 TF2088'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS
 TF2088'STAMPED MALME NO. 1 1938.  IT IS 1 FOOT EAST OF THE NORTH-AND-SOUTH
 TF2088'FENCE LINE AND 153.73 FEET SOUTH-SOUTHWEST OF THE STATION.
 TF2088'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS
 TF2088'STAMPED MALME NO. 2 1938.  IT IS 1 FOOT EAST OF THE
 TF2088'NORTH-AND-SOUTH FENCE LINE AND 106.34 FEET NORTHWEST OF THE
 TF2088'STATION.
 TF2088
 TF2088                          STATION RECOVERY (1953)
 TF2088
 TF2088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (BA)
 TF2088'THE STATION WAS DESTROYED WHEN PASTURE WAS PLOUGHED.  THE
 TF2088'REFERENCE MARKS WERE DESTROYED WHEN NEW ROAD WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0792 ***********************************************************************
 SO0792  DESIGNATION -  MANDAL
 SO0792  PID         -  SO0792
 SO0792  STATE/COUNTY-  ND/MCKENZIE
 SO0792  USGS QUAD   -  LONE BUTTE NE (1959)
 SO0792
 SO0792                         *CURRENT SURVEY CONTROL
 SO0792  ___________________________________________________________________
 SO0792* NAD 83(1996)-  47 41 57.40264(N)    103 06 16.09333(W)     ADJUSTED  
 SO0792* NAVD 88     -       724.9    (meters)    2378.     (feet)  VERTCON   
 SO0792  ___________________________________________________________________
 SO0792  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 SO0792  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 SO0792
 SO0792  HORZ ORDER  -  THIRD
 SO0792
 SO0792.The horizontal coordinates were established by classical geodetic methods
 SO0792.and adjusted by the National Geodetic Survey in January 1998..
 SO0792
 SO0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0792
 SO0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0792
 SO0792.The geoid height was determined by GEOID03.
 SO0792
 SO0792;                    North         East     Units Scale Factor Converg.
 SO0792;SPC ND N     -    81,051.767   404,559.060   MT  0.99995834   -1 56 17.1
 SO0792;SPC ND N     -   265,917.87  1,327,293.50   iFT  0.99995834   -1 56 17.1
 SO0792;UTM  13      - 5,284,617.405   642,215.359   MT  0.99984854   +1 24 08.0
 SO0792
 SO0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0792!SPC ND N     -   0.99988915  x   0.99995834  =   0.99984749
 SO0792!UTM  13      -   0.99988915  x   0.99984854  =   0.99973770
 SO0792
 SO0792:                Primary Azimuth Mark                     Grid Az
 SO0792:SPC ND N     -  ROUGH                                    230 24 42.9
 SO0792:UTM  13      -  ROUGH                                    227 04 17.8
 SO0792
 SO0792|---------------------------------------------------------------------|
 SO0792| PID    Reference Object                     Distance      Geod. Az  |
 SO0792|                                                           dddmmss.s |
 SO0792| SO0796 ROUGH                               APPROX. 5.0 KM 2282825.8 |
 SO0792|---------------------------------------------------------------------|
 SO0792
 SO0792                          SUPERSEDED SURVEY CONTROL
 SO0792
 SO0792  NAD 83(1986)-  47 41 57.39890(N)    103 06 16.08022(W) AD(       ) 3
 SO0792  NAD 27      -  47 41 57.35887(N)    103 06 14.40917(W) AD(       ) 3
 SO0792  NGVD 29 (07/19/86)  724.4    (m)         2377.     (f) VERT ANG       
 SO0792
 SO0792.Superseded values are not recommended for survey control.
 SO0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0792.See file dsdata.txt to determine how the superseded data were derived.
 SO0792
 SO0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN4221584617(NAD 83)
 SO0792_MARKER: DD = SURVEY DISK
 SO0792_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0792_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0792
 SO0792  HISTORY     - Date     Condition        Report By
 SO0792  HISTORY     - 1957     MONUMENTED       USGS
 SO0792
 SO0792                          STATION DESCRIPTION
 SO0792
 SO0792'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0792'STATION IS LOCATED ABOUT 7.0 MI S. AND 8.25 MI E. OF WATFORD CITY, IN
 SO0792'THE NW. 1/4 SEC. 28, T. 149 N., R. 97 W., ON LAND OWNED AND OCCUPIED
 SO0792'BY MR. HENRY MANDAL.  STATION IS ON A SMALL HILL (NOT HIGHEST IN
 SO0792'VICINITY) ABOUT 0.4 MI N. OF HOME OF MR. MANDAL, ON THE HIGHEST POINT
 SO0792'OF THE HILL, 271 FT N. OF A FIELD RD., 78 FT N. OF THE E. END OF A
 SO0792'PLOWED FIRE BREAK ABOUT 55 FT S. AND 65 FT W. OF THE NW. CORNER OF AN
 SO0792'OLD FIELD, 13 FT S. AND 18 FT E. OF THE NE. TIP OF A DARK GRASSY AREA,
 SO0792'A STANDARD TABLET STAMPED---MANDAL 1957---WELDED IN TOP OF A 3 IN.
 SO0792'IRON PIPE PROJECTING ABOUT 0.3 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0881 ***********************************************************************
 RR0881  DESIGNATION -  MANDAN
 RR0881  PID         -  RR0881
 RR0881  STATE/COUNTY-  ND/MORTON
 RR0881  USGS QUAD   -  MANDAN (1976)
 RR0881
 RR0881                         *CURRENT SURVEY CONTROL
 RR0881  ___________________________________________________________________
 RR0881* NAD 83(1996)-  46 51 10.85450(N)    100 55 07.87605(W)     ADJUSTED  
 RR0881* NAVD 88     -       612.     (meters)    2008.     (feet)  SCALED    
 RR0881  ___________________________________________________________________
 RR0881  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 RR0881  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 RR0881
 RR0881  HORZ ORDER  -  FIRST
 RR0881
 RR0881.The horizontal coordinates were established by classical geodetic methods
 RR0881.and adjusted by the National Geodetic Survey in January 1998..
 RR0881
 RR0881.The orthometric height was scaled from a topographic map.
 RR0881
 RR0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0881
 RR0881.The geoid height was determined by GEOID03.
 RR0881
 RR0881;                    North         East     Units Scale Factor Converg.
 RR0881;SPC ND S     -   131,955.830   568,058.547   MT  0.99993590   -0 18 19.8
 RR0881;SPC ND S     -   432,925.95  1,863,709.14   iFT  0.99993590   -0 18 19.8
 RR0881;UTM  14      - 5,190,617.896   353,720.130   MT  0.99986300   -1 24 00.9
 RR0881
 RR0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0881!SPC ND S     -   0.99990735  x   0.99993590  =   0.99984326
 RR0881!UTM  14      -   0.99990735  x   0.99986300  =   0.99977037
 RR0881
 RR0881:                Primary Azimuth Mark                     Grid Az
 RR0881:SPC ND S     -  BISMARCK MUNICIPAL TANK                  113 36 34.5
 RR0881:UTM  14      -  BISMARCK MUNICIPAL TANK                  114 42 15.6
 RR0881
 RR0881|---------------------------------------------------------------------|
 RR0881| PID    Reference Object                     Distance      Geod. Az  |
 RR0881|                                                           dddmmss.s |
 RR0881| RR0871 BISMARCK MUNICIPAL TANK             APPROX.10.5 KM 1131814.7 |
 RR0881| RR0868 BISMARCK RADIO STA KGCU MAST        APPROX. 7.9 KM 1270435.7 |
 RR0881| RR0879 MANDAN NO PAC RR SHOPS STACK        APPROX. 3.8 KM 1454929.1 |
 RR0881| RR0883 MANDAN OCCIDENT FLOUR MILL TK       APPROX. 4.3 KM 1602325.8 |
 RR0881| CO5955 MANDAN RM 1                          14.100 METERS 19700     |
 RR0881| CO5956 MANDAN RM 2                          23.358 METERS 28308     |
 RR0881| CO5954 MANDAN AZ MK                                       3244035.9 |
 RR0881|---------------------------------------------------------------------|
 RR0881
 RR0881                          SUPERSEDED SURVEY CONTROL
 RR0881
 RR0881  NAD 83(1986)-  46 51 10.84789(N)    100 55 07.85753(W) AD(       ) 1
 RR0881  NAD 27      -  46 51 10.87100(N)    100 55 06.38000(W) AD(       ) 1
 RR0881
 RR0881.Superseded values are not recommended for survey control.
 RR0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0881.See file dsdata.txt to determine how the superseded data were derived.
 RR0881
 RR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5372090618(NAD 83)
 RR0881_MARKER: DS = TRIANGULATION STATION DISK
 RR0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0881
 RR0881  HISTORY     - Date     Condition        Report By
 RR0881  HISTORY     - 1934     MONUMENTED       CGS
 RR0881  HISTORY     - 1941     GOOD             USGS
 RR0881  HISTORY     - 1945     GOOD             CGS
 RR0881  HISTORY     - 1957     GOOD             CGS
 RR0881  HISTORY     - 1959     SEE DESCRIPTION  CGS
 RR0881
 RR0881                          STATION DESCRIPTION
 RR0881
 RR0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0881'STATION IS LOCATED ON HIGH BLUFF WHICH OVERLOOKS BISMARCK, MANDAN
 RR0881'AND THE MISSOURI RIVER VALLEY, AND IS ABOUT 100 YARDS E OF
 RR0881'U.S. HIGHWAY 10.
 RR0881'
 RR0881'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0881'BRONZE DISKS SET IN CONCRETE.
 RR0881'
 RR0881'REFERENCE MARK NO. 1 IS SSW OF STATION.  REFERENCE MARK NO. 2
 RR0881'IS WNW OF STATION.
 RR0881'
 RR0881'AZIMUTH MARK IS 0.4 MILE NNW OF STATION, 35 FEET E OF CENTER
 RR0881'LINE OF U.S. HIGHWAY 10, AND 22 FEET E OF CENTER OF CULVERT IN
 RR0881'SAME HIGHWAY.
 RR0881'
 RR0881'STATION MAY BE REACHED FROM MANDAN, BY GOING NW ON U.S. HIGHWAY
 RR0881'10, 2.7 MILES FROM THE INTERSECTION OF SIXTH AVENUE AND MAIN
 RR0881'STREET.  AT THIS POINT LEAVE HIGHWAY, TURN THROUGH GATE ON E
 RR0881'SIDE OF ROAD, TURN SHARP RIGHT AND DRIVE 0.4 MILE TO END OF
 RR0881'HIGH BLUFF AND STATION.
 RR0881'
 RR0881'A 4-FOOT STAND WILL CLEAR ALL LINES.
 RR0881
 RR0881                          STATION RECOVERY (1941)
 RR0881
 RR0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 RR0881'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0881
 RR0881                          STATION RECOVERY (1945)
 RR0881
 RR0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0881'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1934 AND
 RR0881'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE MEASURED DISTANCE
 RR0881'TO R.M. 1 DID NOT CHECK WITH THE 1934 MEASUREMENT.  A CLOSE
 RR0881'CHECK WAS MADE BY THE OBSERVING PARTY.  A NEW DESCRIPTION FOLLOWS.
 RR0881'
 RR0881'STATION IS LOCATED ABOUT 2.5 MILES NW OF THE CITY OF MANDAN.
 RR0881'IT IS ON A HIGH BLUFF WHICH OVERLOOKS BISMARCK, MANDAN, AND
 RR0881'THE MISSOURI RIVER VALLEY.  THE MARK PROJECTS 8 INCHES AND THE
 RR0881'DISK IS STAMPED MANDAN 1934.
 RR0881'
 RR0881'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 RR0881'DISKS SET IN CONCRETE.
 RR0881'
 RR0881'AZIMUTH MARK IS 0.4 MILE NNW OF THE STATION, 35 FEET E OF THE
 RR0881'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 10, AND 22 FEET E OF
 RR0881'A CONCRETE CULVERT OF U.S. HIGHWAY 10.  THE MARK PROJECTS 4
 RR0881'INCHES AND THE DISK IS STAMPED MANDAN AZIMUTH 1934.  IT IS A
 RR0881'BRONZE REFERENCE DISK.
 RR0881'
 RR0881'REFERENCE MARK 1 IS 14.100 METERS (46.26 FEET) SSW OF THE STATION.
 RR0881'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED MANDAN NO 1
 RR0881'1934.
 RR0881'
 RR0881'REFERENCE MARK 2 IS 23.358 METERS (76.64 FEET) WNW OF THE STATION.
 RR0881'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MANDAN NO 2
 RR0881'1934.
 RR0881'
 RR0881'TO REACH THE STATION FROM MANDAN POST OFFICE, GO W 0.4 MILE
 RR0881'TO THE JUNCTION OF U.S. HIGHWAY 10, THENCE RIGHT ON U.S. HIGHWAY
 RR0881'10 AND GO NNW FOR 2.6 MILES TO A FARMHOUSE ON THE LEFT AND A
 RR0881'WIRE GATE ON THE RIGHT.* PASS THROUGH GATE AND TURN SHARP RIGHT
 RR0881'AND FOLLOW FENCE LINE E FOR 0.4 MILE TO THE STATION AS DESCRIBED.
 RR0881'
 RR0881'*THE AZIMUTH MARK IS ON THE RIGHT AFTER PASSING THROUGH WIRE GATE.
 RR0881'
 RR0881'MANDAN (MO.R.C.) WAS LOCATED ON THE E END OF THE BLUFF ON WHICH
 RR0881'MANDAN 1934 IS NOW LOCATED.  THE AREA HAS BEEN EXCAVATED BY
 RR0881'STONE HAULERS AND MANDAN (MO.R.C.) IS LOST.
 RR0881'
 RR0881'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 RR0881
 RR0881                          STATION RECOVERY (1957)
 RR0881
 RR0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0881'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0881'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION--
 RR0881'
 RR0881'TO REACH FROM MANDAN, FROM THE INTERSECTION OF MAIN STREET AND
 RR0881'6TH AVE. N.W., GO NORTH ON 6TH AVE. FOR 0.7 MILE TO FORKS, TAKE
 RR0881'LEFT FORK AND CONTINUE ON SURFACED ROAD FOR 2.05 MILES TO A
 RR0881'GATE ON THE RIGHT, (THE AZIMUTH MARK IS 15 FEET SOUTH OF THE SOUTH
 RR0881'GATE POST AND 2 FEET EAST OF THE FENCE), TURN RIGHT THROUGH
 RR0881'GATE THEN RIGHT FOR ABOUT 25 YARDS TO ANOTHER GATE, PASS THROUGH
 RR0881'GATE AND CONTINUE SOUTH AND SOUTHEAST FOR 0.4 MILE TO EAST EDGE OF
 RR0881'BLUFF AND STATION.
 RR0881
 RR0881                          STATION RECOVERY (1959)
 RR0881
 RR0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 RR0881'THIS STATION HAS BEEN DESTROYED.  IT WAS REPORTED IN THE FALL
 RR0881'OF 1958 THAT A NEW HOUSE WAS TO BE BUILT NEAR THE SITE OF THIS
 RR0881'STATION.  AT THAT TIME IT WAS REPORTED THAT THE REFERENCE MARKS
 RR0881'WOULD BE IN THE WAY OF CONSTRUCTION.  THESE MARKS WERE REMOVED
 RR0881'AND PLANS WERE TO REPLACE THEM AFTER CONSTRUCTION WAS COMPLETED.
 RR0881'IT WAS LATER DECIDED TO REMOVE ABOUT 6 FEET OF DIRT FROM THE
 RR0881'ENTIRE TOP OF THE HILL ON WHICH THE STATION MARK WAS LOCATED.
 RR0881'BY THE TIME THE STATION WAS VISITED IN THE SPRING OF 1959 THE
 RR0881'STATION MARK HAD BEEN DISTURBED BY A LARGE BULL DOZER WORKING
 RR0881'IN THE AREA.  IT WAS NOT POSSIBLE TO TRANSFER THE POSITION
 RR0881'OF THE STATION SO ALL MARKS WERE DESTROYED.
 RR0881'
 RR0881'A SANDSTONE MONUMENT WAS ALSO FOUND IN THE AREA AFTER IT HAD
 RR0881'BEEN GRADED OUT.  IT WAS ABOUT 18 INCHES SQUARE AND ABOUT 4
 RR0881'INCHES THICK.  THE LETTERS U.S. WERE CHISELED IN THE TOP AND
 RR0881'THERE WAS ALSO A SMALL TRIANGLE AND A CIRCLE WITH A DRILL HOLE
 RR0881'IN THE CENTER.  THIS WAS PROBABLY THE STATION MARK FOR MANDAN
 RR0881'MORC AS IT WAS DESCRIBED AS BEING LOCATED IN THIS VICINITY.  THE
 RR0881'DESCRIPTION AVAILABLE DID NOT DESIGNATE THE TYPE OF STATION
 RR0881'MARK USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0880 ***********************************************************************
 RR0880  DESIGNATION -  MANDAN COURTHOUSE SPIRE
 RR0880  PID         -  RR0880
 RR0880  STATE/COUNTY-  ND/MORTON
 RR0880  USGS QUAD   -  MANDAN (1976)
 RR0880
 RR0880                         *CURRENT SURVEY CONTROL
 RR0880  ___________________________________________________________________
 RR0880* NAD 83(1996)-  46 49 54.86983(N)    100 53 31.29524(W)     ADJUSTED  
 RR0880* NAVD 88     -                                                        
 RR0880  ___________________________________________________________________
 RR0880  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 RR0880  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RR0880
 RR0880  HORZ ORDER  -  THIRD
 RR0880
 RR0880.The horizontal coordinates were established by classical geodetic methods
 RR0880.and adjusted by the National Geodetic Survey in January 1998..
 RR0880
 RR0880
 RR0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0880
 RR0880.The geoid height was determined by GEOID03.
 RR0880
 RR0880;                    North         East     Units Scale Factor Converg.
 RR0880;SPC ND S     -   129,599.048   570,092.699   MT  0.99993585   -0 17 09.4
 RR0880;SPC ND S     -   425,193.73  1,870,382.87   iFT  0.99993585   -0 17 09.4
 RR0880;UTM  14      - 5,188,222.873   355,708.741   MT  0.99985590   -1 22 48.7
 RR0880
 RR0880                          SUPERSEDED SURVEY CONTROL
 RR0880
 RR0880  NAD 83(1986)-  46 49 54.86293(N)    100 53 31.27606(W) AD(       ) 4
 RR0880  NAD 27      -  46 49 54.88500(N)    100 53 29.80100(W) AD(       ) 3
 RR0880
 RR0880.Superseded values are not recommended for survey control.
 RR0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0880.See file dsdata.txt to determine how the superseded data were derived.
 RR0880
 RR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5570988223(NAD 83)
 RR0880_MARKER: 86 = CUPOLA
 RR0880
 RR0880  HISTORY     - Date     Condition        Report By
 RR0880  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0880
 RR0880                          STATION DESCRIPTION
 RR0880
 RR0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0880'THIS IS A TWO-STORY, RECTANGULAR, RED BRICK BUILDING WITH A
 RR0880'CUPOLA AND FLAGPOLE ON ITS S SIDE, OVER THE FRONT ENTRANCE
 RR0880'TO THE BUILDING.  CUPOLA WAS USED AS THE INTERSECTION POINT.
 RR0880'THE ROOF OF THE BUILDING WAS OF WOODEN SHINGLES AND HAD SEVERAL
 RR0880'GABLES ON IT.
 RR0880'
 RR0880'BUILDING IS SITUATED IN MANDAN, ON TOP OF A HILL IN THE
 RR0880'NORTHERN RESIDENTIAL DISTRICT, ON COLLINS AVENUE, AND FACES
 RR0880'S, OVERLOOKING THE BUSINESS DISTRICT OF MANDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1669 ***********************************************************************
 SN1669  DESIGNATION -  MANDAN LAKE RESET
 SN1669  PID         -  SN1669
 SN1669  STATE/COUNTY-  ND/OLIVER
 SN1669  USGS QUAD   -  FORT CLARK (1968)
 SN1669
 SN1669                         *CURRENT SURVEY CONTROL
 SN1669  ___________________________________________________________________
 SN1669* NAD 83(1996)-  47 14 58.72269(N)    101 08 41.20054(W)     ADJUSTED  
 SN1669* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 SN1669  ___________________________________________________________________
 SN1669  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 SN1669  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 SN1669
 SN1669  HORZ ORDER  -  FIRST
 SN1669
 SN1669.The horizontal coordinates were established by classical geodetic methods
 SN1669.and adjusted by the National Geodetic Survey in January 1998..
 SN1669
 SN1669.The orthometric height was scaled from a topographic map.
 SN1669
 SN1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1669
 SN1669.The geoid height was determined by GEOID03.
 SN1669
 SN1669;                    North         East     Units Scale Factor Converg.
 SN1669;SPC ND S     -   176,162.652   551,192.056   MT  0.99996207   -0 28 13.0
 SN1669;SPC ND S     -   577,961.46  1,808,372.89   iFT  0.99996207   -0 28 13.0
 SN1669;SPC ND N     -    27,960.353   551,188.218   MT  1.00004117   -0 28 47.3
 SN1669;SPC ND N     -    91,733.44  1,808,360.30   iFT  1.00004117   -0 28 47.3
 SN1669;UTM  14      - 5,235,137.959   337,706.007   MT  0.99992371   -1 34 31.1
 SN1669
 SN1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1669!SPC ND S     -   0.99991194  x   0.99996207  =   0.99987402
 SN1669!SPC ND N     -   0.99991194  x   1.00004117  =   0.99995311
 SN1669!UTM  14      -   0.99991194  x   0.99992371  =   0.99983566
 SN1669
 SN1669:                Primary Azimuth Mark                     Grid Az
 SN1669:SPC ND S     -  MANDAN LAKE AZ MK                        161 47 40.0
 SN1669:SPC ND N     -  MANDAN LAKE AZ MK                        161 48 14.3
 SN1669:UTM  14      -  MANDAN LAKE AZ MK                        162 53 58.1
 SN1669
 SN1669|---------------------------------------------------------------------|
 SN1669| PID    Reference Object                     Distance      Geod. Az  |
 SN1669|                                                           dddmmss.s |
 SN1669| CQ8538 MANDAN LAKE AZ MK                                  1611927.0 |
 SN1669| CQ8539 MANDAN LAKE RM 1                     11.271 METERS 18716     |
 SN1669| SN1670 58                                    0.176 METERS 24953     |
 SN1669| CQ8540 MANDAN LAKE RM 2                     10.446 METERS 26938     |
 SN1669|---------------------------------------------------------------------|
 SN1669
 SN1669                          SUPERSEDED SURVEY CONTROL
 SN1669
 SN1669  NAD 83(1986)-  47 14 58.72045(N)    101 08 41.18842(W) AD(       ) 1
 SN1669  NAD 27      -  47 14 58.74900(N)    101 08 39.64300(W) AD(       ) 1
 SN1669
 SN1669.Superseded values are not recommended for survey control.
 SN1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1669.See file dsdata.txt to determine how the superseded data were derived.
 SN1669
 SN1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3770635138(NAD 83)
 SN1669_MARKER: DS = TRIANGULATION STATION DISK
 SN1669_SETTING: 0 = UNSPECIFIED SETTING
 SN1669
 SN1669  HISTORY     - Date     Condition        Report By
 SN1669  HISTORY     - 1945     MONUMENTED       MORC
 SN1669  HISTORY     - 1959     GOOD             CGS
 SN1669  HISTORY     - 1971     GOOD             LOCENG
 SN1669
 SN1669                          STATION DESCRIPTION
 SN1669
 SN1669'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 SN1669'STATION IS LOCATED ABOUT 3.5 MILES SW OF THE VILLAGE OF HENSLER
 SN1669'AND 3.5 MILES W OF THE MISSOURI RIVER.  IT IS LOCATED ON THE
 SN1669'SUMMIT OF A LOW, ROUND-TOPPED HILL THAT IS PASTURE LAND.
 SN1669'
 SN1669'STATION WAS MARKED BY A LOOSE CAP ON TOP OF A STANDARD 6-INCH
 SN1669'PIPE USED BY THE MISSOURI RIVER COMMISSION WHICH PROJECTS 5
 SN1669'INCHES.  THE PIPE WAS FILLED WITH CONCRETE AND A BRONZE U.S.C.
 SN1669'AND G.S. STATION DISK WAS SET IN THE TOP OF PIPE.  AT A DISTANCE
 SN1669'OF 0.58 FOOT W OF THE STATION MARK IS A 6-INCH STOVEPIPE
 SN1669'FILLED WITH CONCRETE AND A SPIKE IN THE CENTER WITH THE
 SN1669'INSCRIPTION U.S.B.R. TRIANGULATION STATION 58 IN THE CONCRETE.
 SN1669'AROUND THE STATION AND THE STOVEPIPE IS A MASS OF CONCRETE
 SN1669'THAT IS 18 INCHES IN DIAMETER.
 SN1669'
 SN1669'REFERENCE MARK 1 IS 36.98 FEET S OF THE STATION.  IT IS ABOUT
 SN1669'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS A BRONZE
 SN1669'REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK PROJECTS
 SN1669'2 INCHES AND THE DISK IS STAMPED MANDAN LAKE M R C NO 1 1945.
 SN1669'
 SN1669'REFERENCE MARK 2 IS 34.27 FEET WEST OF THE STATION.  IT IS A
 SN1669'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 SN1669'PROJECTS 3 INCHES AND THE DISK IS STAMPED MANDAN LAKE M R C NO
 SN1669'2 1945.
 SN1669'
 SN1669'AZIMUTH MARK IS 0.5 MILE S OF THE STATION AND ON THE S EDGE OF
 SN1669'PASTURE LAND.  IT IS 1 FOOT N OF AN E-W FENCE LINE.  IT IS A
 SN1669'BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 SN1669'PROJECTS 6 INCHES AND THE DISK IS STAMPED MANDAN LAKE M R C 1945.
 SN1669'
 SN1669'A TRAVERSE CONNECTION WAS MADE FROM THIS STATION TO U.S.B.R.
 SN1669'TRIANGULATION STATION 58.  IT IS 0.176 METERS (0.58 FOOT) W OF THE
 SN1669'STATION.
 SN1669'
 SN1669'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 SN1669'STATE HIGHWAY 6 IN THE W SECTION OF THE CITY OF MANDAN, GO N
 SN1669'ON U.S. HIGHWAY 10 FOR 5.6 MILES TO THE JUNCTION OF STATE
 SN1669'HIGHWAY 25, TURN RIGHT ON STATE HIGHWAY 25 AND GO 18.8 MILES TO A
 SN1669'T-ROAD RIGHT AND A SIGN WHICH READS HENSLER 15 SANGER 8.  TURN
 SN1669'RIGHT ON GRADED DIRT ROAD AND GO 3.0 MILES TO A CROSS ROAD,
 SN1669'CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A T-ROAD INTERSECTION,
 SN1669'TURN LEFT AND GO 1.0 MILE TO A CROSS ROAD, TURN RIGHT AND GO
 SN1669'0.85 MILE TO RIGHT FORK AND A COUNTRY SCHOOLHOUSE JUST AHEAD.
 SN1669'TURN RIGHT AND GO 2.0 MILES TO A NEW GRADED T-ROAD LEFT, TURN
 SN1669'LEFT AND GO 1.9 MILES TO THE END OF THE GRADED ROAD, HERE
 SN1669'TURN RIGHT ON A TRACK ROAD AND GO N FOR 0.9 MILE TO A FENCE
 SN1669'LINE, TURN LEFT ALONG THE S SIDE OF FENCE ON TRACK ROAD
 SN1669'AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 SN1669'DESCRIBED.  CONTINUE ON W FOR 0.25 MILE TO A WIRE GATE ON THE
 SN1669'RIGHT, PASS THROUGH GATE AND GO NE ACROSS PASTURE LAND FOR
 SN1669'0.55 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 SN1669'DESCRIBED.
 SN1669'
 SN1669'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 SN1669
 SN1669                          STATION RECOVERY (1959)
 SN1669
 SN1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 SN1669'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1669'CONDITION.  THE FENCE, THAT WAS NEAR THE AZIMUTH MARK, HAS BEEN
 SN1669'REMOVED BUT A STEEL POST WAS DRIVEN IN THE GROUND NEAR THE MARK.
 SN1669'
 SN1669'THE ORIGINAL DESCRIPTION, TO REACH THE STATION FROM MANDAN, IS
 SN1669'ADEQUATE.
 SN1669
 SN1669                          STATION RECOVERY (1971)
 SN1669
 SN1669'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 SN1669'STATION RECOVERED BY E.H. SCHMIDT CORP.
 SN1669'
 SN1669'VERY GOOD
 SN1669'
 SN1669'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0879 ***********************************************************************
 RR0879  DESIGNATION -  MANDAN NO PAC RR SHOPS STACK
 RR0879  PID         -  RR0879
 RR0879  STATE/COUNTY-  ND/MORTON
 RR0879  USGS QUAD   -  MANDAN (1976)
 RR0879
 RR0879                         *CURRENT SURVEY CONTROL
 RR0879  ___________________________________________________________________
 RR0879* NAD 83(1996)-  46 49 27.94889(N)    100 53 26.09612(W)     ADJUSTED  
 RR0879* NAVD 88     -                                                        
 RR0879  ___________________________________________________________________
 RR0879  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 RR0879  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 RR0879
 RR0879  HORZ ORDER  -  THIRD
 RR0879
 RR0879.The horizontal coordinates were established by classical geodetic methods
 RR0879.and adjusted by the National Geodetic Survey in January 1998..
 RR0879
 RR0879
 RR0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0879
 RR0879.The geoid height was determined by GEOID03.
 RR0879
 RR0879;                    North         East     Units Scale Factor Converg.
 RR0879;SPC ND S     -   128,767.248   570,198.741   MT  0.99993587   -0 17 05.6
 RR0879;SPC ND S     -   422,464.72  1,870,730.78   iFT  0.99993587   -0 17 05.6
 RR0879;UTM  14      - 5,187,389.266   355,798.874   MT  0.99985558   -1 22 44.3
 RR0879
 RR0879                          SUPERSEDED SURVEY CONTROL
 RR0879
 RR0879  NAD 83(1986)-  46 49 27.94187(N)    100 53 26.07695(W) AD(       ) 4
 RR0879  NAD 27      -  46 49 27.96700(N)    100 53 24.60600(W) AD(       ) 3
 RR0879
 RR0879.Superseded values are not recommended for survey control.
 RR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0879.See file dsdata.txt to determine how the superseded data were derived.
 RR0879
 RR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5579987389(NAD 83)
 RR0879_MARKER: 63 = STACK
 RR0879
 RR0879  HISTORY     - Date     Condition        Report By
 RR0879  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0879  HISTORY     - 1945     GOOD             CGS
 RR0879  HISTORY     - 20050714 MARK NOT FOUND   GEOCAC
 RR0879
 RR0879                          STATION DESCRIPTION
 RR0879
 RR0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0879'THIS IS A LARGE, ROUND, WHITE CONCRETE STACK, APPROXIMATELY
 RR0879'150 FEET HIGH.
 RR0879'
 RR0879'IT IS LOCATED AT THE NORTHERN PACIFIC RAILROAD SHOPS, IN
 RR0879'MANDAN, AND IS ABOUT 400 FEET S OF THE PASSENGER STATION AND
 RR0879'TRACKS.
 RR0879
 RR0879                          STATION RECOVERY (1945)
 RR0879
 RR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0879'STATION IS A WHITE CONCRETE STACK AT THE STATIONARY PLANT
 RR0879'OF THE NORTHERN PACIFIC RAILWAY SHOPS IN MANDAN.  IT IS 160
 RR0879'FEET IN HEIGHT AND IS APPROXIMATELY 12 FEET IN DIAMETER AT THE
 RR0879'BOTTOM.  STACK IS LOCATED APPROXIMATELY 0.1 MILE S FROM THE
 RR0879'INTERSECTION OF WEST MAIN STREET AND FIRST AVENUE N.W. IN
 RR0879'MANDAN.
 RR0879'
 RR0879'POINT INTERSECTED WAS THE EXTREME TOP OF THE STACK.
 RR0879'
 RR0879'THIS IS AN INTERSECTION STATION.
 RR0879
 RR0879                          STATION RECOVERY (2005)
 RR0879
 RR0879'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RR0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0883 ***********************************************************************
 RR0883  DESIGNATION -  MANDAN OCCIDENT FLOUR MILL TK
 RR0883  PID         -  RR0883
 RR0883  STATE/COUNTY-  ND/MORTON
 RR0883  USGS QUAD   -  MANDAN (1976)
 RR0883
 RR0883                         *CURRENT SURVEY CONTROL
 RR0883  ___________________________________________________________________
 RR0883* NAD 83(1996)-  46 48 59.46688(N)    100 53 59.69261(W)     ADJUSTED  
 RR0883* NAVD 88     -                                                        
 RR0883  ___________________________________________________________________
 RR0883  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 RR0883  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 RR0883
 RR0883  HORZ ORDER  -  THIRD
 RR0883
 RR0883.The horizontal coordinates were established by classical geodetic methods
 RR0883.and adjusted by the National Geodetic Survey in January 1998..
 RR0883
 RR0883
 RR0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0883
 RR0883.The geoid height was determined by GEOID03.
 RR0883
 RR0883;                    North         East     Units Scale Factor Converg.
 RR0883;SPC ND S     -   127,891.379   569,482.215   MT  0.99993590   -0 17 30.1
 RR0883;SPC ND S     -   419,591.14  1,868,379.97   iFT  0.99993590   -0 17 30.1
 RR0883;UTM  14      - 5,186,527.306   355,065.813   MT  0.99985819   -1 23 08.1
 RR0883
 RR0883                          SUPERSEDED SURVEY CONTROL
 RR0883
 RR0883  NAD 83(1986)-  46 48 59.45988(N)    100 53 59.67359(W) AD(       ) 4
 RR0883  NAD 27      -  46 48 59.47700(N)    100 53 58.19800(W) AD(       ) 3
 RR0883
 RR0883.Superseded values are not recommended for survey control.
 RR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0883.See file dsdata.txt to determine how the superseded data were derived.
 RR0883
 RR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS5506686527(NAD 83)
 RR0883_MARKER: 53 = ELEVATED TANK
 RR0883
 RR0883  HISTORY     - Date     Condition        Report By
 RR0883  HISTORY     - 1934     FIRST OBSERVED   CGS
 RR0883  HISTORY     - 1945     GOOD             CGS
 RR0883  HISTORY     - 20050714 MARK NOT FOUND   GEOCAC
 RR0883
 RR0883                          STATION DESCRIPTION
 RR0883
 RR0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0883'THIS IS A GREEN PAINTED, STEEL WATER TANK, SET ON A BLACK
 RR0883'PAINTED, STEEL GIRDER TOWER.  ITS CAPACITY IS ABOUT 35,000
 RR0883'GALLONS AND ITS OVERALL HEIGHT IS 125 FEET.
 RR0883'
 RR0883'WATER TANK IS LOCATED ON THE SOUTHERN PART OF MANDAN, NEAR
 RR0883'THE FAIR GROUNDS AND IS 0.4 MILE S OF THE NORTHERN PACIFIC
 RR0883'RAILROAD TRACKS.  IT CAN BE REACHED BY GOING OVER THE VIADUCT
 RR0883'AT THE W END OF THE MAIN STREET OF MANDAN, AND TAKING THE
 RR0883'LEFT FORK, CONTINUE S 0.3 MILE, THEN TURN E 0.1 MILE.  THE
 RR0883'FINIAL OF TANK WAS USED AS THE INTERSECTION POINT.
 RR0883
 RR0883                          STATION RECOVERY (1945)
 RR0883
 RR0883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0883'STATION IS LOCATED IN THE S SECTION OF THE CITY OF MANDAN,
 RR0883'JUST E OF SOUTH SEVENTH STREET.  THE WATER TANK IS A FOUR-LEGGED
 RR0883'STEEL STRUCTURE 130 FEET HIGH AND IS PAINTED SILVER.  OCCIDENT
 RR0883'FLOUR IS ON THE N SIDE OF THE BODY OF THE TANK.
 RR0883'
 RR0883'THE TANK IS OWNED BY RUSSELL AND MILLER MILLING COMPANY.  IT IS 30
 RR0883'FEET S OF THE S EDGE OF THE OFFICE BUILDING AND 27 FEET NW
 RR0883'OF THE POWER-HOUSE BUILDING.  THE POINT INTERSECTED WAS THE
 RR0883'EXTREME TOP OF THE TANK.
 RR0883'
 RR0883'THIS IS AN INTERSECTION STATION.
 RR0883
 RR0883                          STATION RECOVERY (2005)
 RR0883
 RR0883'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 RR0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0729 ***********************************************************************
 SO0729  DESIGNATION -  MANEURY
 SO0729  PID         -  SO0729
 SO0729  STATE/COUNTY-  ND/DUNN
 SO0729  USGS QUAD   -  STRING BUTTES (1970)
 SO0729
 SO0729                         *CURRENT SURVEY CONTROL
 SO0729  ___________________________________________________________________
 SO0729* NAD 83(1996)-  47 44 46.64775(N)    102 29 16.50641(W)     ADJUSTED  
 SO0729* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 SO0729  ___________________________________________________________________
 SO0729  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 SO0729  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0729
 SO0729  HORZ ORDER  -  SECOND
 SO0729
 SO0729.The horizontal coordinates were established by classical geodetic methods
 SO0729.and adjusted by the National Geodetic Survey in January 1998..
 SO0729
 SO0729.The orthometric height was scaled from a topographic map.
 SO0729
 SO0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0729
 SO0729.The geoid height was determined by GEOID03.
 SO0729
 SO0729;                    North         East     Units Scale Factor Converg.
 SO0729;SPC ND S     -   233,066.333   450,931.542   MT  1.00006277   -1 26 59.8
 SO0729;SPC ND S     -   764,653.32  1,479,434.19   iFT  1.00006277   -1 26 59.8
 SO0729;SPC ND N     -    84,897.066   450,948.525   MT  0.99995319   -1 28 45.4
 SO0729;SPC ND N     -   278,533.68  1,479,489.91   iFT  0.99995319   -1 28 45.4
 SO0729;UTM  13      - 5,291,158.493   688,301.208   MT  1.00003573   +1 51 35.7
 SO0729
 SO0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0729!SPC ND S     -   0.99989240  x   1.00006277  =   0.99995516
 SO0729!SPC ND N     -   0.99989240  x   0.99995319  =   0.99984560
 SO0729!UTM  13      -   0.99989240  x   1.00003573  =   0.99992813
 SO0729
 SO0729:                Primary Azimuth Mark                     Grid Az
 SO0729:SPC ND S     -  INDIAN CREEK                             287 23 08.3
 SO0729:SPC ND N     -  INDIAN CREEK                             287 24 53.9
 SO0729:UTM  13      -  INDIAN CREEK                             284 04 32.8
 SO0729
 SO0729|---------------------------------------------------------------------|
 SO0729| PID    Reference Object                     Distance      Geod. Az  |
 SO0729|                                                           dddmmss.s |
 SO0729| SO0770 INDIAN CREEK                        APPROX. 5.6 KM 2855608.5 |
 SO0729|---------------------------------------------------------------------|
 SO0729
 SO0729                          SUPERSEDED SURVEY CONTROL
 SO0729
 SO0729  NAD 83(1986)-  47 44 46.64571(N)    102 29 16.50522(W) AD(       ) 2
 SO0729  NAD 27      -  47 44 46.61000(N)    102 29 14.83400(W) AD(       ) 2
 SO0729
 SO0729.Superseded values are not recommended for survey control.
 SO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0729.See file dsdata.txt to determine how the superseded data were derived.
 SO0729
 SO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN8830191158(NAD 83)
 SO0729_MARKER: Z = SEE DESCRIPTION
 SO0729_SETTING: 0 = UNSPECIFIED SETTING
 SO0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0729
 SO0729  HISTORY     - Date     Condition        Report By
 SO0729  HISTORY     - 1889     MONUMENTED       MORC
 SO0729
 SO0729                          STATION DESCRIPTION
 SO0729
 SO0729'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0729'IS ON RIGHT BANK, ON HIGHEST PART OF A LONG RIDGE RUNNING
 SO0729'EAST AND WEST, AND IS 1-1/2 MILES FROM RIVER AND ABOUT 2 MILES
 SO0729'ABOVE A CREEK OPPOSITE OLD FORT MANEURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1628 ***********************************************************************
 TG1628  DESIGNATION -  MANITOU
 TG1628  PID         -  TG1628
 TG1628  STATE/COUNTY-  ND/MOUNTRAIL
 TG1628  USGS QUAD   -  MANITOU (1981)
 TG1628
 TG1628                         *CURRENT SURVEY CONTROL
 TG1628  ___________________________________________________________________
 TG1628* NAD 83(1996)-  48 19 37.31419(N)    102 40 31.34317(W)     ADJUSTED  
 TG1628* NAVD 88     -       710.296  (meters)    2330.36   (feet)  ADJUSTED  
 TG1628  ___________________________________________________________________
 TG1628  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 TG1628  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1628  DYNAMIC HT  -         710.405 (meters)    2330.72  (feet)  COMP
 TG1628  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 TG1628
 TG1628  HORZ ORDER  -  SECOND
 TG1628  VERT ORDER  -  FIRST     CLASS II
 TG1628
 TG1628.The horizontal coordinates were established by classical geodetic methods
 TG1628.and adjusted by the National Geodetic Survey in January 1998..
 TG1628
 TG1628.The orthometric height was determined by differential leveling
 TG1628.and adjusted by the National Geodetic Survey in June 1991..
 TG1628
 TG1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1628
 TG1628.The geoid height was determined by GEOID03.
 TG1628
 TG1628.The dynamic height is computed by dividing the NAVD 88
 TG1628.geopotential number by the normal gravity value computed on the
 TG1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1628.degrees latitude (g = 980.6199 gals.).
 TG1628
 TG1628.The modeled gravity was interpolated from observed gravity values.
 TG1628
 TG1628;                    North         East     Units Scale Factor Converg.
 TG1628;SPC ND N     -   149,820.592   438,721.026   MT  0.99994477   -1 37 07.6
 TG1628;SPC ND N     -   491,537.38  1,439,373.44   iFT  0.99994477   -1 37 07.6
 TG1628;UTM  13      - 5,355,261.027   672,302.503   MT  0.99996478   +1 44 12.5
 TG1628
 TG1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1628!SPC ND N     -   0.99989153  x   0.99994477  =   0.99983631
 TG1628!UTM  13      -   0.99989153  x   0.99996478  =   0.99985631
 TG1628
 TG1628|---------------------------------------------------------------------|
 TG1628| PID    Reference Object                     Distance      Geod. Az  |
 TG1628|                                                           dddmmss.s |
 TG1628| TG1629 MANITOU RM 1                                       07326     |
 TG1628| TG1630 MANITOU RM 2                                       15538     |
 TG1628| TG1627 MANITOU RM 3 AZIMUTH                               2723829.0 |
 TG1628| CQ8541 MANITOU AZ MK                                      2741819.2 |
 TG1628|---------------------------------------------------------------------|
 TG1628
 TG1628                          SUPERSEDED SURVEY CONTROL
 TG1628
 TG1628  NAD 83(1986)-  48 19 37.31564(N)    102 40 31.34010(W) AD(       ) 2
 TG1628  NAD 27      -  48 19 37.25320(N)    102 40 29.68170(W) AD(       ) 2
 TG1628
 TG1628.Superseded values are not recommended for survey control.
 TG1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1628.See file dsdata.txt to determine how the superseded data were derived.
 TG1628
 TG1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP7230355261(NAD 83)
 TG1628_MARKER: DS = TRIANGULATION STATION DISK
 TG1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1628_SP_SET: CONCRETE POST
 TG1628_STAMPING: MANITOU 1945
 TG1628_MARK LOGO: CGS   
 TG1628_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1628+STABILITY: SURFACE MOTION
 TG1628
 TG1628  HISTORY     - Date     Condition        Report By
 TG1628  HISTORY     - 1945     MONUMENTED       CGS
 TG1628  HISTORY     - 1981     GOOD             NGS
 TG1628  HISTORY     - 1981     GOOD             NGS
 TG1628
 TG1628                          STATION DESCRIPTION
 TG1628
 TG1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1628'THE STATION IS LOCATED ABOUT 2.0 MILES W OF THE SMALL VILLAGE
 TG1628'OF MANITOU, ABOUT 150 YARDS E OF A CROSS ROAD, 97.5 FEET S OF THE
 TG1628'APPROXIMATE CENTER LINE OF U.S. HIGHWAY 2, AND 10 FEET SW OF A
 TG1628'STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TG1628'IS STAMPED MANITOU 1945.
 TG1628'
 TG1628'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE POST.
 TG1628'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1628'
 TG1628'REFERENCE MARK 1 IS 18.63 FEET E OF THE STATION, 93 FEET S
 TG1628'OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 2, AND MARKED BY
 TG1628'A STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TG1628'IS STAMPED MANITOU NO 1 1945.  IT IS A BRONZE REFERENCE DISK
 TG1628'SET IN TOP OF A CONCRETE POST.
 TG1628'
 TG1628'REFERENCE MARK 2 IS 16.70 FEET W OF THE STATION, 110 FEET S
 TG1628'OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 2, AND MARKED BY
 TG1628'A STANDARD WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 TG1628'DISK IS STAMPED MANITOU NO 2 1945.  IT IS A BRONZE REFERENCE DISK
 TG1628'SET IN TOP OF A CONCRETE POST.
 TG1628'
 TG1628'THE AZIMUTH MARK (REFERENCE MARK 3) IS 0.1 MILE W OF THE
 TG1628'STATION, 71 FEET S OF APPROXIMATE CENTER LINE OF U.S. HIGHWAY 2,
 TG1628'57 FEET W OF THE APPROXIMATE CENTER LINE OF A SECTION-LINE ROAD,
 TG1628'AND MARKED BY A STANDARD WITNESS POST.  THE MARK PROJECTS 6
 TG1628'INCHES AND THE DISK IS STAMPED MANITOU NO 3 1945.  IT IS A
 TG1628'BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE POST.
 TG1628'
 TG1628'TO REACH THE STATION FROM THE ROSS HIGH SCHOOL BUILDING IN THE
 TG1628'SMALL VILLAGE OF ROSS, GO W ON U.S. HIGHWAY 2 FOR 6.6 MILES TO
 TG1628'THE STATION ON THE LEFT AS DESCRIBED.
 TG1628'
 TG1628'TO REACH THE AZIMUTH MARK (REFERENCE MARK 3) FROM THE STATION,
 TG1628'GO W 0.1 MILE TO A SECTION-LINE ROAD AND THE MARK ON THE LEFT AS
 TG1628'DESCRIBED.
 TG1628'
 TG1628'NOTE--THIS STATION WAS NOT OCCUPIED.
 TG1628'
 TG1628'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 TG1628
 TG1628                          STATION RECOVERY (1981)
 TG1628
 TG1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1628'10.1 KM (6.25 MI) WEST FROM ROSS.
 TG1628'10.1 KM (6.25 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1628'NORTHERN RAILROAD STATION IN ROSS, 29.7 METERS (97.4 FT) SOUTH OF THE
 TG1628'CENTERLINE OF THE ROAD, 5.7 METERS (18.7 FT) SOUTHWEST OF REFERENCE
 TG1628'MARK 1 AND 5.1 METERS (16.7 FT) NORTHWEST OF REFERENCE MARK 2.
 TG1628'THE MARK IS 3.1 METERS  SW FROM A WITNESS POST.
 TG1628'THE MARK IS 10.0 M ABOVE THE ROAD.
 TG1628
 TG1628                          STATION RECOVERY (1981)
 TG1628
 TG1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1629 ***********************************************************************
 TG1629  DESIGNATION -  MANITOU RM 1
 TG1629  PID         -  TG1629
 TG1629  STATE/COUNTY-  ND/MOUNTRAIL
 TG1629  USGS QUAD   -  MANITOU (1981)
 TG1629
 TG1629                         *CURRENT SURVEY CONTROL
 TG1629  ___________________________________________________________________
 TG1629* NAD 83(1986)-  48 19 37.     (N)    102 40 31.     (W)     SCALED    
 TG1629* NAVD 88     -       710.205  (meters)    2330.06   (feet)  ADJUSTED  
 TG1629  ___________________________________________________________________
 TG1629  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1629  DYNAMIC HT  -         710.314 (meters)    2330.42  (feet)  COMP
 TG1629  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 TG1629
 TG1629  VERT ORDER  -  FIRST     CLASS II
 TG1629
 TG1629.The horizontal coordinates were scaled from a topographic map and have
 TG1629.an estimated accuracy of +/- 6 seconds.
 TG1629
 TG1629.The orthometric height was determined by differential leveling
 TG1629.and adjusted by the National Geodetic Survey in June 1991..
 TG1629
 TG1629.The geoid height was determined by GEOID03.
 TG1629
 TG1629.The dynamic height is computed by dividing the NAVD 88
 TG1629.geopotential number by the normal gravity value computed on the
 TG1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1629.degrees latitude (g = 980.6199 gals.).
 TG1629
 TG1629.The modeled gravity was interpolated from observed gravity values.
 TG1629
 TG1629;                    North         East    Units  Estimated Accuracy
 TG1629;SPC ND N     -   149,810.      438,730.      MT  (+/- 180 meters Scaled)
 TG1629
 TG1629                          SUPERSEDED SURVEY CONTROL
 TG1629
 TG1629.No superseded survey control is available for this station.
 TG1629
 TG1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP723552(NAD 83)
 TG1629_MARKER: DR = REFERENCE MARK DISK
 TG1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1629_SP_SET: CONCRETE POST
 TG1629_STAMPING: MANITOU NO 1 1945
 TG1629_MARK LOGO: CGS   
 TG1629_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1629+STABILITY: SURFACE MOTION
 TG1629
 TG1629  HISTORY     - Date     Condition        Report By
 TG1629  HISTORY     - 1945     MONUMENTED       CGS
 TG1629  HISTORY     - 1981     GOOD             NGS
 TG1629  HISTORY     - 1981     GOOD             NGS
 TG1629
 TG1629                          STATION DESCRIPTION
 TG1629
 TG1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1629'10.1 KM (6.25 MI) WEST FROM ROSS.
 TG1629'10.1 KM (6.25 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1629'NORTHERN RAILROAD STATION IN ROSS, 28.3 METERS (92.8 FT) SOUTH OF THE
 TG1629'CENTERLINE OF THE ROAD AND 5.7 METERS (18.7 FT) NORTHEAST OF THE
 TG1629'STATION MARK.
 TG1629'THE MARK IS 6.1 METERS  E FROM A WITNESS POST.
 TG1629'THE MARK IS 10.0 M ABOVE THE ROAD.
 TG1629
 TG1629                          STATION RECOVERY (1981)
 TG1629
 TG1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1630 ***********************************************************************
 TG1630  DESIGNATION -  MANITOU RM 2
 TG1630  PID         -  TG1630
 TG1630  STATE/COUNTY-  ND/MOUNTRAIL
 TG1630  USGS QUAD   -  MANITOU (1981)
 TG1630
 TG1630                         *CURRENT SURVEY CONTROL
 TG1630  ___________________________________________________________________
 TG1630* NAD 83(1986)-  48 19 36.     (N)    102 40 32.     (W)     SCALED    
 TG1630* NAVD 88     -       710.421  (meters)    2330.77   (feet)  ADJUSTED  
 TG1630  ___________________________________________________________________
 TG1630  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1630  DYNAMIC HT  -         710.530 (meters)    2331.13  (feet)  COMP
 TG1630  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 TG1630
 TG1630  VERT ORDER  -  FIRST     CLASS II
 TG1630
 TG1630.The horizontal coordinates were scaled from a topographic map and have
 TG1630.an estimated accuracy of +/- 6 seconds.
 TG1630
 TG1630.The orthometric height was determined by differential leveling
 TG1630.and adjusted by the National Geodetic Survey in June 1991..
 TG1630
 TG1630.The geoid height was determined by GEOID03.
 TG1630
 TG1630.The dynamic height is computed by dividing the NAVD 88
 TG1630.geopotential number by the normal gravity value computed on the
 TG1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1630.degrees latitude (g = 980.6199 gals.).
 TG1630
 TG1630.The modeled gravity was interpolated from observed gravity values.
 TG1630
 TG1630;                    North         East    Units  Estimated Accuracy
 TG1630;SPC ND N     -   149,780.      438,710.      MT  (+/- 180 meters Scaled)
 TG1630
 TG1630                          SUPERSEDED SURVEY CONTROL
 TG1630
 TG1630.No superseded survey control is available for this station.
 TG1630
 TG1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP722552(NAD 83)
 TG1630_MARKER: DR = REFERENCE MARK DISK
 TG1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1630_SP_SET: CONCRETE POST
 TG1630_STAMPING: MANITOU NO 2 1945
 TG1630_MARK LOGO: CGS   
 TG1630_PROJECTION: PROJECTING 10 CENTIMETERS
 TG1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1630+STABILITY: SURFACE MOTION
 TG1630
 TG1630  HISTORY     - Date     Condition        Report By
 TG1630  HISTORY     - 1945     MONUMENTED       CGS
 TG1630  HISTORY     - 1981     GOOD             NGS
 TG1630  HISTORY     - 1981     GOOD             NGS
 TG1630
 TG1630                          STATION DESCRIPTION
 TG1630
 TG1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1630'10.1 KM (6.25 MI) WEST FROM ROSS.
 TG1630'10.1 KM (6.25 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1630'NORTHERN RAILROAD STATION IN ROSS, 33.5 METERS (109.9 FT) SOUTH OF THE
 TG1630'CENTERLINE OF THE ROAD AND 5.1 METERS (16.7 FT) SOUTHEAST OF THE
 TG1630'STATION MARK.
 TG1630'THE MARK IS 10.0 M ABOVE THE ROAD.
 TG1630
 TG1630                          STATION RECOVERY (1981)
 TG1630
 TG1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1627 ***********************************************************************
 TG1627  DESIGNATION -  MANITOU RM 3 AZIMUTH
 TG1627  PID         -  TG1627
 TG1627  STATE/COUNTY-  ND/MOUNTRAIL
 TG1627  USGS QUAD   -  MANITOU (1981)
 TG1627
 TG1627                         *CURRENT SURVEY CONTROL
 TG1627  ___________________________________________________________________
 TG1627* NAD 83(1986)-  48 19 36.     (N)    102 40 42.     (W)     SCALED    
 TG1627* NAVD 88     -       703.768  (meters)    2308.95   (feet)  ADJUSTED  
 TG1627  ___________________________________________________________________
 TG1627  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1627  DYNAMIC HT  -         703.876 (meters)    2309.30  (feet)  COMP
 TG1627  MODELED GRAV-     980,740.6   (mgal)                       NAVD 88
 TG1627
 TG1627  VERT ORDER  -  FIRST     CLASS II
 TG1627
 TG1627.The horizontal coordinates were scaled from a topographic map and have
 TG1627.an estimated accuracy of +/- 6 seconds.
 TG1627
 TG1627.The orthometric height was determined by differential leveling
 TG1627.and adjusted by the National Geodetic Survey in June 1991..
 TG1627
 TG1627.The geoid height was determined by GEOID03.
 TG1627
 TG1627.The dynamic height is computed by dividing the NAVD 88
 TG1627.geopotential number by the normal gravity value computed on the
 TG1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1627.degrees latitude (g = 980.6199 gals.).
 TG1627
 TG1627.The modeled gravity was interpolated from observed gravity values.
 TG1627
 TG1627;                    North         East    Units  Estimated Accuracy
 TG1627;SPC ND N     -   149,790.      438,500.      MT  (+/- 180 meters Scaled)
 TG1627
 TG1627                          SUPERSEDED SURVEY CONTROL
 TG1627
 TG1627.No superseded survey control is available for this station.
 TG1627
 TG1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP720552(NAD 83)
 TG1627_MARKER: DR = REFERENCE MARK DISK
 TG1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1627_SP_SET: CONCRETE POST
 TG1627_STAMPING: MANITOU NO 3 1945
 TG1627_MARK LOGO: CGS   
 TG1627_PROJECTION: FLUSH
 TG1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1627+STABILITY: SURFACE MOTION
 TG1627
 TG1627  HISTORY     - Date     Condition        Report By
 TG1627  HISTORY     - 1945     MONUMENTED       CGS
 TG1627  HISTORY     - 1981     GOOD             NGS
 TG1627
 TG1627                          STATION DESCRIPTION
 TG1627
 TG1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1627'10.3 KM (6.4 MI) WEST FROM ROSS.
 TG1627'10.3 KM (6.4 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1627'NORTHERN RAILROAD STATION IN ROSS, 21.6 METERS (70.9 FT) SOUTH OF THE
 TG1627'CENTERLINE OF THE ROAD AND 17.4 METERS (57.1 FT) WEST OF THE CENTER OF
 TG1627'A DIRT ROAD LEADING SOUTH.
 TG1627'THE MARK IS 3.0 METERS  N FROM A WITNESS POST.
 TG1627'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1049 ***********************************************************************
 RP1049  DESIGNATION -  MANTADOR ST PETER ST PAULS CH
 RP1049  PID         -  RP1049
 RP1049  STATE/COUNTY-  ND/RICHLAND
 RP1049  USGS QUAD   -  MANTADOR (1964)
 RP1049
 RP1049                         *CURRENT SURVEY CONTROL
 RP1049  ___________________________________________________________________
 RP1049* NAD 83(1996)-  46 10 03.28647(N)    096 58 54.18474(W)     ADJUSTED  
 RP1049* NAVD 88     -                                                        
 RP1049  ___________________________________________________________________
 RP1049  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 RP1049  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RP1049
 RP1049  HORZ ORDER  -  THIRD
 RP1049
 RP1049.The horizontal coordinates were established by classical geodetic methods
 RP1049.and adjusted by the National Geodetic Survey in January 1998..
 RP1049
 RP1049
 RP1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1049
 RP1049.The geoid height was determined by GEOID03.
 RP1049
 RP1049;                    North         East     Units Scale Factor Converg.
 RP1049;SPC ND S     -    61,763.783   871,623.809   MT  1.00000313   +2 33 58.2
 RP1049;SPC ND S     -   202,637.08  2,859,658.17   iFT  1.00000313   +2 33 58.2
 RP1049;UTM  14      - 5,114,646.985   655,806.508   MT  0.99989842   +1 27 22.4
 RP1049
 RP1049                          SUPERSEDED SURVEY CONTROL
 RP1049
 RP1049  NAD 83(1986)-  46 10 03.28500(N)    096 58 54.17639(W) AD(       ) 4
 RP1049  NAD 27      -  46 10 03.43800(N)    096 58 52.87700(W) AD(       ) 3
 RP1049
 RP1049.Superseded values are not recommended for survey control.
 RP1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1049.See file dsdata.txt to determine how the superseded data were derived.
 RP1049
 RP1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5580714647(NAD 83)
 RP1049_MARKER: 91 = CHURCH CROSS
 RP1049
 RP1049  HISTORY     - Date     Condition        Report By
 RP1049  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP1049
 RP1049                          STATION DESCRIPTION
 RP1049
 RP1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1049'THE STATION IS THE CROSS ATOP THE LARGE CHURCH IN THE TOWN
 RP1049'OF MANTADOR.  IT IS A RED BRICK BUILDING WITH A SILVER SPIRE
 RP1049'AND IS APPROXIMATELY 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1334 ***********************************************************************
 SL1334  DESIGNATION -  MAPLE
 SL1334  PID         -  SL1334
 SL1334  STATE/COUNTY-  ND/CASS
 SL1334  USGS QUAD   -  PAGE SW (1967)
 SL1334
 SL1334                         *CURRENT SURVEY CONTROL
 SL1334  ___________________________________________________________________
 SL1334* NAD 83(1996)-  47 04 41.30594(N)    097 37 54.48879(W)     ADJUSTED  
 SL1334* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 SL1334  ___________________________________________________________________
 SL1334  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 SL1334  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 SL1334
 SL1334  HORZ ORDER  -  SECOND
 SL1334
 SL1334.The horizontal coordinates were established by classical geodetic methods
 SL1334.and adjusted by the National Geodetic Survey in January 1998..
 SL1334
 SL1334.The orthometric height was scaled from a topographic map.
 SL1334
 SL1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1334
 SL1334.The geoid height was determined by GEOID03.
 SL1334
 SL1334;                    North         East     Units Scale Factor Converg.
 SL1334;SPC ND S     -   160,872.393   817,764.981   MT  0.99994487   +2 05 31.2
 SL1334;SPC ND S     -   527,796.56  2,682,955.97   iFT  0.99994487   +2 05 31.2
 SL1334;UTM  14      - 5,214,755.855   603,865.556   MT  0.99973259   +1 00 07.2
 SL1334
 SL1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1334!SPC ND S     -   0.99994815  x   0.99994487  =   0.99989303
 SL1334!UTM  14      -   0.99994815  x   0.99973259  =   0.99968076
 SL1334
 SL1334|---------------------------------------------------------------------|
 SL1334| PID    Reference Object                     Distance      Geod. Az  |
 SL1334|                                                           dddmmss.s |
 SL1334| CO5963 MAPLE RM 3                           93.107 METERS 01802     |
 SL1334| SL1320 BEDFORD                             APPROX.12.2 KM 0592237.0 |
 SL1334| CO5960 MAPLE AZ MK                                        0773656.3 |
 SL1334| CO5961 MAPLE RM 1                           31.324 METERS 11229     |
 SL1334| CO5962 MAPLE RM 2                           22.105 METERS 23106     |
 SL1334|---------------------------------------------------------------------|
 SL1334
 SL1334                          SUPERSEDED SURVEY CONTROL
 SL1334
 SL1334  NAD 83(1986)-  47 04 41.30543(N)    097 37 54.47651(W) AD(       ) 2
 SL1334  NAD 27      -  47 04 41.37900(N)    097 37 53.12600(W) AD(       ) 2
 SL1334
 SL1334.Superseded values are not recommended for survey control.
 SL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1334.See file dsdata.txt to determine how the superseded data were derived.
 SL1334
 SL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT0386614756(NAD 83)
 SL1334_MARKER: DS = TRIANGULATION STATION DISK
 SL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1334
 SL1334  HISTORY     - Date     Condition        Report By
 SL1334  HISTORY     - 1954     MONUMENTED       CGS
 SL1334  HISTORY     - 1969     GOOD             CGS
 SL1334  HISTORY     - 1979     GOOD             LOCENG
 SL1334
 SL1334                          STATION DESCRIPTION
 SL1334
 SL1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1334'THE STATION IS IN THE NORTH 1/2 OF SEC. 34, T. 142 N., R. 55 W.,
 SL1334'ABOUT 5.5 MILES SOUTH AND 3 MILES WEST OF PAGE, ON PROPERTY
 SL1334'OWNED BY MR. FRANK TYSDAL.
 SL1334'
 SL1334'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 10 AND 52 AND
 SL1334'STATE HIGHWAY 38, AT SOUTHWEST EDGE OF BUFFALO, GO NORTH ON
 SL1334'STATE HIGHWAY 38 FOR 11.8 MILES TO CROSSROADS, TURN LEFT AND
 SL1334'GO WEST FOR 2.6 MILES TO A DRIVEWAY ON LEFT, TURN LEFT INTO
 SL1334'DRIVEWAY AND GO SOUTH FOR 0.1 MILE TO STATION IN FARMYARD.
 SL1334'
 SL1334'THE STATION MARK, 43 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 SL1334'RED SHED, 19 FEET SOUTH OF FARM ROAD LEADING TO BARN, 17 FEET
 SL1334'NORTHWEST OF FARM ROAD LEADING TO FARMHOUSE, PROJECTS 2 INCHES
 SL1334'AND THE DISK IS STAMPED MAPLE 1954.
 SL1334'
 SL1334'REFERENCE MARK NO. 1, SOUTHEAST OF AND ABOUT 3 FEET LOWER THAN
 SL1334'THE STATION, IS 15 FEET EAST OF FARM ROAD, 2.5 FEET NORTH OF A
 SL1334'POWER POLE, UNDER A 2-WIRE POWER LINE AT EAST EDGE OF FARMYARD,
 SL1334'AND PROJECTS 8 INCHES.  THE DISK IS STAMPED MAPLE NO 1 1954.
 SL1334'
 SL1334'REFERENCE MARK NO. 2, SOUTHWEST OF AND ABOUT 2 FEET HIGHER
 SL1334'THAN THE STATION, IS 1.5 FEET NORTHEAST OF A POWER POLE IN MIDDLE
 SL1334'OF YARD, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED MAPLE NO
 SL1334'2 1954.
 SL1334'
 SL1334'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST, IS 57 FEET
 SL1334'SOUTHWEST OF THE INTERSECTION OF CROSSROADS, 18.5 FEET EAST
 SL1334'OF POWER POLE, 3 FEET SOUTHWEST OF A WITNESS POST, 3 FEET
 SL1334'SOUTHWEST OF FENCE CORNER-POST, AND PROJECTS 4 INCHES.  THE
 SL1334'DISK IS STAMPED MAPLE 1954.
 SL1334'
 SL1334'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 SL1334
 SL1334                          STATION RECOVERY (1969)
 SL1334
 SL1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 SL1334'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 SL1334'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 SL1334'WERE DESTROYED BY GRADEING OPERATIONS.  NO OBJECTS WERE VISIBLE
 SL1334'FROM THE STATION SO A NEW AZIMUTH MARK WAS NOT SET.  THE OLD
 SL1334'FARM BUILDINGS WILL BE DEMOLISHED AND OLD FARM SITE WILL BE IN
 SL1334'CULTIVATION.  THE SHELTER BELT SOUTH OF THE STATION SITE WILL
 SL1334'PROBABLY BE LEFT IN PLACE.  THE PROPERTY OWNER GAVE PERMISSION
 SL1334'TO LEAVE THE STATION IN PLACE.
 SL1334'
 SL1334'REFERENCE MARK NO. 3 WAS SET.
 SL1334'
 SL1334'FOLLOWING IS A NEW DESCRIPTION.
 SL1334'
 SL1334'TO REACH THE STATION FROM THE T-INTERSECTION WEST OF BUFFALO,
 SL1334'GO NORTH ON STATE HIGHWAY 38 FOR 11.55 MILES TO A CROSSROAD.
 SL1334'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.55 MILES TO A
 SL1334'DRIVEWAY LEADING SOUTH.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY
 SL1334'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 SL1334'
 SL1334'STATION MARK, A STANDARD DISK STAMPED MAPLE 1954, IS SET IN THE
 SL1334'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 SL1334'307 FEET SOUTHWEST OF A POWERLINE POLE, 103 FEET NORTHWEST OF A
 SL1334'POWERLINE POLE, 58 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 SL1334'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 SL1334'WAS NOT INSPECTED.
 SL1334'
 SL1334'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAPLE NO. 1 1954,
 SL1334'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 SL1334'INCHES.  IT IS 15 FEET EAST OF THE CENTER OF THE DRIVEWAY, AND
 SL1334'2.5 FEET NORTH OF A POWERLINE POLE.
 SL1334'
 SL1334'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MAPLE NO. 3 1954
 SL1334'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 SL1334'3 INCHES.  IT IS 38.5 FEET EAST OF THE CENTER OF THE DRIVEWAY
 SL1334'AND 1 FOOT SOUTH OF A POWERLINE POLE.
 SL1334'
 SL1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 SL1334'SW OF PAGE.
 SL1334
 SL1334                          STATION RECOVERY (1979)
 SL1334
 SL1334'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (DU)
 SL1334'MAPLE 1954 (AZIMUTH MRK) DESTROYED.
 SL1334'
 SL1334'UPON FOLLOWING THE DESCRIPTION WE FOUND THE AZUTH MARK LAYING ON
 SL1334'ITS SIDE IN THE DITCH, STATION AND REF. MRK NO. 1 WERE FOUND IN GOOD
 SL1334'CONDITION.  HOWEVER THEY ARE NO LONGER LOCATED IN A FARM YARD BUT
 SL1334'RATHER IN CULTIVATED FIELDS ON EITHER SIDE OF A FARM TRAIL.
 SL1334'
 SL1334'DISTANCE AND DIRECTION FROM NEAREST TOWN--BUFFALO 11.8 MILES NORTH,
 SL1334'2.0 MILES WEST SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0645 ***********************************************************************
 RQ0645  DESIGNATION -  MAPLE RESET
 RQ0645  PID         -  RQ0645
 RQ0645  STATE/COUNTY-  ND/DICKEY
 RQ0645  USGS QUAD   -  FULLERTON (1982)
 RQ0645
 RQ0645                         *CURRENT SURVEY CONTROL
 RQ0645  ___________________________________________________________________
 RQ0645* NAD 83(1996)-  46 10 07.33349(N)    098 27 56.63566(W)     ADJUSTED  
 RQ0645* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 RQ0645  ___________________________________________________________________
 RQ0645  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 RQ0645  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 RQ0645
 RQ0645  HORZ ORDER  -  FIRST
 RQ0645
 RQ0645.The horizontal coordinates were established by classical geodetic methods
 RQ0645.and adjusted by the National Geodetic Survey in January 1998..
 RQ0645
 RQ0645.The orthometric height was scaled from a topographic map.
 RQ0645
 RQ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0645
 RQ0645.The geoid height was determined by GEOID03.
 RQ0645
 RQ0645;                    North         East     Units Scale Factor Converg.
 RQ0645;SPC ND S     -    57,839.036   757,084.396   MT  1.00000291   +1 29 01.5
 RQ0645;SPC ND S     -   189,760.62  2,483,872.69   iFT  1.00000291   +1 29 01.5
 RQ0645;UTM  14      - 5,112,930.632   541,243.664   MT  0.99962091   +0 23 07.5
 RQ0645
 RQ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0645!SPC ND S     -   0.99993403  x   1.00000291  =   0.99993693
 RQ0645!UTM  14      -   0.99993403  x   0.99962091  =   0.99955496
 RQ0645
 RQ0645|---------------------------------------------------------------------|
 RQ0645| PID    Reference Object                     Distance      Geod. Az  |
 RQ0645|                                                           dddmmss.s |
 RQ0645| AJ5172 MAPLE RM 4                           32.333 METERS 08648     |
 RQ0645| AJ5173 MAPLE AZ MK                                        1181332.0 |
 RQ0645| AJ5170 MAPLE RM 2                           33.910 METERS 17925     |
 RQ0645| AJ5169 MAPLE RM 1                           26.390 METERS 33741     |
 RQ0645| AJ5171 MAPLE RM 3                           26.542 METERS 35217     |
 RQ0645|---------------------------------------------------------------------|
 RQ0645
 RQ0645                          SUPERSEDED SURVEY CONTROL
 RQ0645
 RQ0645  NAD 83(1986)-  46 10 07.34055(N)    098 27 56.62938(W) AD(       ) 1
 RQ0645  NAD 27      -  46 10 07.45600(N)    098 27 55.27000(W) AD(       ) 1
 RQ0645
 RQ0645.Superseded values are not recommended for survey control.
 RQ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0645.See file dsdata.txt to determine how the superseded data were derived.
 RQ0645
 RQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4124412931(NAD 83)
 RQ0645_MARKER: DS = TRIANGULATION STATION DISK
 RQ0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0645_STAMPING: MAPLE 1934 1982
 RQ0645_MARK LOGO: NGS   
 RQ0645_PROJECTION: RECESSED 30 CENTIMETERS
 RQ0645_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RQ0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0645+STABILITY: SURFACE MOTION
 RQ0645
 RQ0645  HISTORY     - Date     Condition        Report By
 RQ0645  HISTORY     - 1982     MONUMENTED       NGS
 RQ0645
 RQ0645                          STATION DESCRIPTION
 RQ0645
 RQ0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 RQ0645'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE RECOVERED
 RQ0645'IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED AND IT APPEARS
 RQ0645'TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE PROPERTY OWNER
 RQ0645'REQUESTED THE STATION MARK BE LOWERED AS THE LAND WLL BE CULTIVATED.
 RQ0645'THE SURFACE MARK WAS LOWERED AND REFERENCE MARK 5 ESTABLISHED AT THIS
 RQ0645'TIME.  DIRECTIONS AND DISTANCES TO PERIPHERAL MARKS CHECKED THE 1954
 RQ0645'DATA WITHIN THE ALLOWABLE.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RQ0645' 
 RQ0645'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) EAST OF MONANGO, 3 KM
 RQ0645'(1.85 MI) WEST OF FULLERTON, ALONG THE SOUTH SIDE OF A GRAVELED ROAD,
 RQ0645'ON PROPERTY OWNED BY MR MILO STEPINA, FULLERTON ND.  TO REACH THE
 RQ0645'STATION FROM THE POST OFFICE IN FULLERTON, GO NORTH ON GRAVELED STREET
 RQ0645'FOR 0.5 KM (0.30 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON GRAVELED
 RQ0645'ROAD FOR 3.0 KM (1.85 MI) TO THE STATION ON THE LEFT.
 RQ0645' 
 RQ0645'THE STATION IS A STANDARD NGS DISK STAMPED--MAPLE 1934 1982--, SET
 RQ0645'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 RQ0645'DIAMETER, RECESSED 12 INCHES (30 CM) BELOW THE GROUND.  LOCATED
 RQ0645'17.0 METERS (55.8 FT) SOUTH FROM THE CENTER OF THE GRAVELED ROAD.  4.0
 RQ0645'METERS (13.1 FT) WEST FROM THE PROJECTED CENTER OF THE APPROACH ROAD.
 RQ0645'2.3 METERS (7.5 FT) SOUTH FROM A METAL WITNESS POST AND IRREGULAR MASS
 RQ0645'OF CONCRETE, 3.3 FEET (1.0 M) BELOW THE SURFACE.
 RQ0645' 
 RQ0645'REFERENCE MARK NO 4 IS A STANDARD CGS DISK STAMPED--MAPLE NO 4
 RQ0645'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT.  12 INCHES
 RQ0645'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 32.34 EAST FROM A
 RQ0645'METAL WITNESS POST.  14.8 METERS (48.6 FT) SOUTH FROM THE CENTER OF
 RQ0645'THE GRAVELED ROAD. 0.15 METER (0.49 FT) NORTH FROM A FENCE AND 1.7
 RQ0645'FEET, (0.5 M) LOWER THAN THE STATION.
 RQ0645' 
 RQ0645'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--MAPLE 1934 NO 5
 RQ0645'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  12 INCHES
 RQ0645'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED AT THE NORTHWEST
 RQ0645'CORNER OF THE APPROACH ROAD. LOCATED 7.6 METERS (24.9 FT) SOUTH FROM
 RQ0645'THE CENTER OF THE GRAVELED ROAD.  7.4 METERS (24.3 FT) NORTH FROM A
 RQ0645'METAL WITNESS POST.  5.4 METERS (17.7 FT) WEST FROM THE CENTER OF THE
 RQ0645'APPROACH ROAD AND 0.50 FEET (15.24 CM) HIGHER THAN THE STATION.
 RQ0645' 
 RQ0645'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--MAPLE 1934--, SET
 RQ0645'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 RQ0645'DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 RQ0645'13.5 METERS (44.3 FT) NORTH FROM THE NORTH RAIL OF RAILROAD TRACK.
 RQ0645'6.2 METERS (20.3 FT) EAST FROM THE CENTER OF A TRACK ROAD.  1.0 METER
 RQ0645'(3.3 FT) SOUTHWEST FROM A GATE POST.  0.31 METER (1.02 FT) SOUTH FROM
 RQ0645'A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 RQ0645'EAST ON GRAVELED ROAD FOR 1.0 KM (0.60 MI) TO A TRACK ROAD RIGHT.
 RQ0645'TURN RIGHT, SOUTH, ON TRACK ROAD FOR 0.7 KM (0.45 MI) TO THE AZIMUTH
 RQ0645'MARK, ALONG THE NORTH RIGHT OF WAY OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0693 ***********************************************************************
 RP0693  DESIGNATION -  MAPLETON
 RP0693  PID         -  RP0693
 RP0693  STATE/COUNTY-  ND/CASS
 RP0693  USGS QUAD   -  MAPLETON (1976)
 RP0693
 RP0693                         *CURRENT SURVEY CONTROL
 RP0693  ___________________________________________________________________
 RP0693* NAD 83(1996)-  46 52 42.26904(N)    097 01 20.28483(W)     ADJUSTED  
 RP0693* NAVD 88     -       275.312  (meters)     903.25   (feet)  ADJUSTED  
 RP0693  ___________________________________________________________________
 RP0693  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 RP0693  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RP0693  DYNAMIC HT  -         275.341 (meters)     903.35  (feet)  COMP
 RP0693  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 RP0693
 RP0693  HORZ ORDER  -  FIRST
 RP0693  VERT ORDER  -  FIRST     CLASS II
 RP0693
 RP0693.The horizontal coordinates were established by classical geodetic methods
 RP0693.and adjusted by the National Geodetic Survey in January 1998..
 RP0693
 RP0693.The orthometric height was determined by differential leveling
 RP0693.and adjusted by the National Geodetic Survey in June 1991..
 RP0693
 RP0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0693
 RP0693.The geoid height was determined by GEOID03.
 RP0693
 RP0693.The dynamic height is computed by dividing the NAVD 88
 RP0693.geopotential number by the normal gravity value computed on the
 RP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0693.degrees latitude (g = 980.6199 gals.).
 RP0693
 RP0693.The modeled gravity was interpolated from observed gravity values.
 RP0693
 RP0693;                    North         East     Units Scale Factor Converg.
 RP0693;SPC ND S     -   140,560.224   864,995.787   MT  0.99993614   +2 32 11.7
 RP0693;SPC ND S     -   461,155.59  2,837,912.69   iFT  0.99993614   +2 32 11.7
 RP0693;UTM  14      - 5,193,550.878   650,694.520   MT  0.99987912   +1 26 37.7
 RP0693
 RP0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0693!SPC ND S     -   0.99996095  x   0.99993614  =   0.99989709
 RP0693!UTM  14      -   0.99996095  x   0.99987912  =   0.99984008
 RP0693
 RP0693:                Primary Azimuth Mark                     Grid Az
 RP0693:SPC ND S     -  WEST FARGO ARMOURS PLANT TANK            082 21 40.3
 RP0693:UTM  14      -  WEST FARGO ARMOURS PLANT TANK            083 27 14.3
 RP0693
 RP0693|---------------------------------------------------------------------|
 RP0693| PID    Reference Object                     Distance      Geod. Az  |
 RP0693|                                                           dddmmss.s |
 RP0693| RP1135 WEST FARGO ARMOURS PLANT TANK       APPROX. 9.2 KM 0845352.0 |
 RP0693| RP0695 MAPLETON RM 1                        25.028 METERS 08847     |
 RP0693| RP1109 SW FARGO TV STATION KXJB MAST       APPROX.11.6 KM 0912339.3 |
 RP0693| CO5964 MAPLETON AZ MK                                     0973819.0 |
 RP0693| RP0696 MAPLETON AZ MK RESET                               0975537.2 |
 RP0693| RP1129 SW FARGO ST HWY PAT RADIO MAST      APPROX. 7.9 KM 1002238.2 |
 RP0693| RP0694 MAPLETON RM 2                        74.137 METERS 35552     |
 RP0693|---------------------------------------------------------------------|
 RP0693
 RP0693                          SUPERSEDED SURVEY CONTROL
 RP0693
 RP0693  NAD 83(1986)-  46 52 42.26846(N)    097 01 20.27552(W) AD(       ) 1
 RP0693  NAD 27      -  46 52 42.38000(N)    097 01 18.95900(W) AD(       ) 1
 RP0693
 RP0693.Superseded values are not recommended for survey control.
 RP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0693.See file dsdata.txt to determine how the superseded data were derived.
 RP0693
 RP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5069593551(NAD 83)
 RP0693_MARKER: DS = TRIANGULATION STATION DISK
 RP0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0693_SP_SET: CONCRETE POST
 RP0693_STAMPING: MAPLETON 1954
 RP0693_MARK LOGO: CGS   
 RP0693_PROJECTION: FLUSH
 RP0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0693+STABILITY: SURFACE MOTION
 RP0693
 RP0693  HISTORY     - Date     Condition        Report By
 RP0693  HISTORY     - 1954     MONUMENTED       CGS
 RP0693  HISTORY     - 1962     GOOD             CGS
 RP0693  HISTORY     - 1963     GOOD             CGS
 RP0693  HISTORY     - 1982     GOOD             NGS
 RP0693
 RP0693                          STATION DESCRIPTION
 RP0693
 RP0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0693'THE STATION IS 5-1/2 MILES WEST OF WEST FARGO, 1-1/2 MILES
 RP0693'SOUTHEAST OF MAPLETON, AND 0.2 MILE NORTH OF U.S. HIGHWAY
 RP0693'10 AND 52 ON THE PROPERTY OF MR. WAYNE CROSS.
 RP0693'
 RP0693'TO REACH FROM MAPLETON, GO SOUTH ON THE MAIN ROAD 1 MILE TO A
 RP0693'CROSSROAD, TURN LEFT, GO EAST ON U.S. HIGHWAY 10 AND 52 1-1/2
 RP0693'MILES TO A DRIVEWAY ON THE LEFT, TURN LEFT, GO NORTH 0.2 MILE
 RP0693'TO MR. CROSSS FARMYARD AND STATION SITE.
 RP0693'
 RP0693'THE STATION MARK STAMPED MAPLETON 1954 AND LEVEL WITH THE GROUND
 RP0693'SURFACE, IS 192 FEET WEST OF THE CENTER OF A DRIVEWAY, 130
 RP0693'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 120
 RP0693'FEET NORTH OF THE SOUTH END OF A ROW OF SHELTER TREES, AND 15
 RP0693'FEET EAST OF A WHITE POST.
 RP0693'
 RP0693'REFERENCE MARK NO. 1 STAMPED MAPLETON NO 1 1954 AND LEVEL
 RP0693'WITH THE GROUND SURFACE, IS 76 FEET SOUTHWEST OF THE SOUTHWEST
 RP0693'CORNER OF A FARMHOUSE, 74 FEET WEST OF A TELEPHONE POLE, AND
 RP0693'IS LEVEL WITH THE STATION MARK.
 RP0693'
 RP0693'REFERENCE MARK NO. 2 STAMPED MAPLETON NO 2 1954 AND LEVEL WITH
 RP0693'THE GROUND SURFACE, IS NORTH OF AND LEVEL WITH THE STATION
 RP0693'MARK, 39 FEET SOUTH OF A FENCE CORNER AND 2 FEET WEST OF A
 RP0693'FENCE LINE.
 RP0693'
 RP0693'THE AZIMUTH MARK STAMPED MAPLETON 1954 AND LEVEL WITH THE
 RP0693'GROUND SURFACE, IS 0.6 MILE EAST OF THE STATION, APPROXIMATELY
 RP0693'100 YARDS EAST OF A CROSSROAD, 102 FEET NORTH OF THE CENTER
 RP0693'LINE OF U.S. HIGHWAY 10 AND 52, 2 FEET WEST OF A POWER LINE
 RP0693'POLE, AND 2 FEET SOUTHWEST OF A WHITE POST.
 RP0693'
 RP0693'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RP0693
 RP0693                          STATION RECOVERY (1962)
 RP0693
 RP0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP0693'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 RP0693'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND THIS
 RP0693'MARK WAS EVIDENTLY DESTROYED WHEN INTERSTATE 94 WAS BUILT.
 RP0693'
 RP0693'THE STATION IS TO THE NORTH OF INTERSTATE 94 AND TO THE SOUTHWEST
 RP0693'OF A FARMHOUSE.  R.M. NO. 1 IS TO THE EAST OF THE STATION AND
 RP0693'IS NEAR THE SOUTHWEST CORNER OF AN ORNAMENTAL HEDGE.  R.M.
 RP0693'NO. 2 IS NORTH OF THE STATION IN THE OPEN LOT.
 RP0693'
 RP0693'TO REACH RHW STATION FROM MAPLETON, FROM THE T-INTERSECTION
 RP0693'THAT IS NORTH ACROSS TRACKS FROM THE RAILROAD STATION, GO
 RP0693'EAST ON GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS, TURN RIGHT
 RP0693'AND GO SOUTH FOR 0.9 MILE, TURN LEFT AND GO EAST ALONG THE
 RP0693'NORTH SIDE OF THE INTERSTATE FOR 0.5 MILE TO THE STATION ON
 RP0693'THE LEFT.
 RP0693
 RP0693                          STATION RECOVERY (1963)
 RP0693
 RP0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0693'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION.
 RP0693'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS APPARENTLY DESTROYED
 RP0693'BY CONSTRUCTION OF INTERSTATE HIGHWAY 94.  A NEW AZIMUTH MARK WAS
 RP0693'ESTABLISHED TO REPLACE THE ONE THAT WAS DESTROYED.
 RP0693'
 RP0693'THE STATION IS 130 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 RP0693'OF THE GREEN AND WHITE FARMHOUSE OCCUPIED BY MR. WAYNE CROSS,
 RP0693'192 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY LEADING TO THE
 RP0693'FARMYARD, 166 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE
 RP0693'OF INTERSTATE HIGHWAY 94 AND 138 FEET NORTH OF THE CENTERLINE
 RP0693'OF A SERVICE ROAD.  THE MARK IS IN A SMALL LOT AND IS FLUSH
 RP0693'WITH THE GROUND.
 RP0693'
 RP0693'R.M. NO. 1 IS EAST OF THE STATION, NEAR THE SOUTHWEST CORNER
 RP0693'OF AN ORNAMENTAL HEDGE AND IS FLUSH WITH THE GROUND.
 RP0693'
 RP0693'R.M. NO. 2 IS NORTH OF THE STATION, NEAR THE CENTER OF OPEN
 RP0693'LOT AND IS FLUSH WITH THE GROUND.
 RP0693'
 RP0693'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-SOUTHEAST OF
 RP0693'THE STATION, ON A CONCRETE OVERPASS OVER INTERSTATE 94, 51.5
 RP0693'FEET NORTH OF THE SOUTH END OF THE OVERPASS, 12.6 FEET WEST
 RP0693'OF CENTERLINE OF ROADWAY, 1.75 FEET EAST OF WEST EDGE OF
 RP0693'CURB, 1.3 FEET WEST OF EAST EDGE OF CURB AND 0.8 FOOT HIGHER
 RP0693'THAT THE ROADWAY.  A STANDARD AZIMUTH MARK DISK, STAMPED
 RP0693'MAPLETON 1954 RESET 1963 AND SET IN A DRILL HOLE FLUSH WITH
 RP0693'THE CURB.
 RP0693'
 RP0693'TO REACH THE STATION FROM WEST FARGO, FROM THE POST OFFICE,
 RP0693'GO WEST ON U.S. HIGHWAY 10 AND INTERSTATE HIGHWAY 94 FOR 3.1
 RP0693'MILES TO AN EXIT ON THE RIGHT, BEAR RIGHT ON EXIT AND CONTINUE
 RP0693'WEST FOR 0.2 MILE TO INTERSECTION WITH NORTH-SOUTH ROAD, TURN
 RP0693'LEFT ACROSS OVERPASS FOR ABOUT 0.2 MILE TO INTERSECTION WITH
 RP0693'FRONTAGE ROAD, TURN RIGHT AND GO WEST ON FRONTAGE ROAD PARALLEL
 RP0693'TO INTERSTATE FOR 2.1 MILES TO CROSSROADS, TURN RIGHT AND GO
 RP0693'NORTH FOR 0.05 MILE TO AZIMUTH MARK ON CURB OF OVERPASS,
 RP0693'CONTINUE NORTH FOR ABOUT 0.25 MILES TO CROSSROADS, TURN LEFT
 RP0693'AND GO WEST, SOUTH AND WEST ON SERVICE ROAD FOR 0.7 MILE TO
 RP0693'STATION ON RIGHT AS DESCRIBED.
 RP0693
 RP0693                          STATION RECOVERY (1982)
 RP0693
 RP0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0693'4.8 KM (3.0 MI) SE FROM MAPLETON.
 RP0693'1.6 KM (1.0 MI) SOUTH ALONG THE MAIN ROAD FROM THE CROSSING OF THE
 RP0693'BURLINGTON NORTHERN RAILROAD IN MAPLETON, THENCE 3.4 KM (2.1 MI) EAST
 RP0693'ALONG INTERSTATE HIGHWAY 94, THENCE 0.4 KM (0.25 MI) NORTH, CROSSING
 RP0693'OVER THE INTERSTATE, TO A GRAVEL ROAD, THENCE 1.0 KM (0.65 MI) WEST
 RP0693'ALONG THE GRAVEL ROAD TO A FARM HOUSE AND STATION, 40.0 METERS
 RP0693'(130.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE,
 RP0693'50.6 METERS (166.0 FT) NORTH OF THE NORTH RIGHT-OF-WAY FENCE AT
 RP0693'INTERSTATE HIGHWAY 94 WESTBOUND, 42.1 METERS (138.0 FT) NORTH OF A
 RP0693'PRIVATE ROAD.
 RP0693'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0695 ***********************************************************************
 RP0695  DESIGNATION -  MAPLETON RM 1
 RP0695  PID         -  RP0695
 RP0695  STATE/COUNTY-  ND/CASS
 RP0695  USGS QUAD   -  MAPLETON (1976)
 RP0695
 RP0695                         *CURRENT SURVEY CONTROL
 RP0695  ___________________________________________________________________
 RP0695* NAD 83(1986)-  46 52 41.     (N)    097 01 23.     (W)     SCALED    
 RP0695* NAVD 88     -       275.676  (meters)     904.45   (feet)  ADJUSTED  
 RP0695  ___________________________________________________________________
 RP0695  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RP0695  DYNAMIC HT  -         275.705 (meters)     904.54  (feet)  COMP
 RP0695  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 RP0695
 RP0695  VERT ORDER  -  FIRST     CLASS II
 RP0695
 RP0695.The horizontal coordinates were scaled from a topographic map and have
 RP0695.an estimated accuracy of +/- 6 seconds.
 RP0695
 RP0695.The orthometric height was determined by differential leveling
 RP0695.and adjusted by the National Geodetic Survey in June 1991..
 RP0695
 RP0695.The geoid height was determined by GEOID03.
 RP0695
 RP0695.The dynamic height is computed by dividing the NAVD 88
 RP0695.geopotential number by the normal gravity value computed on the
 RP0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0695.degrees latitude (g = 980.6199 gals.).
 RP0695
 RP0695.The modeled gravity was interpolated from observed gravity values.
 RP0695
 RP0695;                    North         East    Units  Estimated Accuracy
 RP0695;SPC ND S     -   140,520.      864,940.      MT  (+/- 180 meters Scaled)
 RP0695
 RP0695                          SUPERSEDED SURVEY CONTROL
 RP0695
 RP0695.No superseded survey control is available for this station.
 RP0695
 RP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS506935(NAD 83)
 RP0695_MARKER: DR = REFERENCE MARK DISK
 RP0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0695_SP_SET: CONCRETE POST
 RP0695_STAMPING: MAPLETON NO 1 1954
 RP0695_MARK LOGO: CGS   
 RP0695_PROJECTION: FLUSH
 RP0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0695+STABILITY: SURFACE MOTION
 RP0695
 RP0695  HISTORY     - Date     Condition        Report By
 RP0695  HISTORY     - 1954     MONUMENTED       CGS
 RP0695  HISTORY     - 1982     GOOD             NGS
 RP0695
 RP0695                          STATION DESCRIPTION
 RP0695
 RP0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0695'4.8 KM (3.0 MI) SE FROM MAPLETON.
 RP0695'1.6 KM (1.0 MI) SOUTH ALONG THE MAIN ROAD FROM THE CROSSING OF THE
 RP0695'BURLINGTON NORTHERN RAILROAD IN MAPLETON, THENCE 3.4 KM (2.1 MI) EAST
 RP0695'ALONG INTERSTATE HIGHWAY 94, THENCE 0.4 KM (0.25 MI) NORTH, CROSSING
 RP0695'OVER THE INTERSTATE, TO A GRAVEL ROAD, THENCE 1.0 KM (0.65 MI) WEST
 RP0695'ALONG THE GRAVEL ROAD, NEAR A FARM HOUSE, AT THE SOUTHWEST CORNER OF
 RP0695'AN ORNAMENTAL HEDGE, 25.1 METERS (82.2 FT) EAST OF TRIANGULATION
 RP0695'STATION MAPLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0694 ***********************************************************************
 RP0694  DESIGNATION -  MAPLETON RM 2
 RP0694  PID         -  RP0694
 RP0694  STATE/COUNTY-  ND/CASS
 RP0694  USGS QUAD   -  MAPLETON (1976)
 RP0694
 RP0694                         *CURRENT SURVEY CONTROL
 RP0694  ___________________________________________________________________
 RP0694* NAD 83(1986)-  46 52 41.     (N)    097 01 23.     (W)     SCALED    
 RP0694* NAVD 88     -       275.584  (meters)     904.15   (feet)  ADJUSTED  
 RP0694  ___________________________________________________________________
 RP0694  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 RP0694  DYNAMIC HT  -         275.613 (meters)     904.24  (feet)  COMP
 RP0694  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 RP0694
 RP0694  VERT ORDER  -  FIRST     CLASS II
 RP0694
 RP0694.The horizontal coordinates were scaled from a topographic map and have
 RP0694.an estimated accuracy of +/- 6 seconds.
 RP0694
 RP0694.The orthometric height was determined by differential leveling
 RP0694.and adjusted by the National Geodetic Survey in June 1991..
 RP0694
 RP0694.The geoid height was determined by GEOID03.
 RP0694
 RP0694.The dynamic height is computed by dividing the NAVD 88
 RP0694.geopotential number by the normal gravity value computed on the
 RP0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0694.degrees latitude (g = 980.6199 gals.).
 RP0694
 RP0694.The modeled gravity was interpolated from observed gravity values.
 RP0694
 RP0694;                    North         East    Units  Estimated Accuracy
 RP0694;SPC ND S     -   140,520.      864,940.      MT  (+/- 180 meters Scaled)
 RP0694
 RP0694                          SUPERSEDED SURVEY CONTROL
 RP0694
 RP0694.No superseded survey control is available for this station.
 RP0694
 RP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS506935(NAD 83)
 RP0694_MARKER: DR = REFERENCE MARK DISK
 RP0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0694_SP_SET: CONCRETE POST
 RP0694_STAMPING: MAPLETON NO 2 1954
 RP0694_MARK LOGO: CGS   
 RP0694_PROJECTION: FLUSH
 RP0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0694+STABILITY: SURFACE MOTION
 RP0694
 RP0694  HISTORY     - Date     Condition        Report By
 RP0694  HISTORY     - 1954     MONUMENTED       CGS
 RP0694  HISTORY     - 1982     GOOD             NGS
 RP0694
 RP0694                          STATION DESCRIPTION
 RP0694
 RP0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0694'4.8 KM (3.0 MI) SE FROM MAPLETON.
 RP0694'1.6 KM (1.0 MI) SOUTH ALONG THE MAIN ROAD FROM THE CROSSING OF THE
 RP0694'BURLINGTON NORTHERN RAILROAD IN MAPLETON, THENCE 3.4 KM (2.1 MI) EAST
 RP0694'ALONG INTERSTATE HIGHWAY 94, THENCE 0.4 KM (0.25 MI) NORTH, CROSSING
 RP0694'OVER THE INTERSTATE, TO A GRAVEL ROAD, THENCE 1.0 KM (0.65 MI) WEST
 RP0694'ALONG THE GRAVEL ROAD TO A FARM HOUSE AND THE STATION, NEAR THE CENTER
 RP0694'OF AN OPEN LOT, 74.2 METERS (243.4 FT) NORTH OF TRIANGULATION STATION
 RP0694'MAPLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2018 ***********************************************************************
 TF2018  DESIGNATION -  MARIE
 TF2018  PID         -  TF2018
 TF2018  STATE/COUNTY-  ND/PIERCE
 TF2018  USGS QUAD   -  ORRIN (1958)
 TF2018
 TF2018                         *CURRENT SURVEY CONTROL
 TF2018  ___________________________________________________________________
 TF2018* NAD 83(1996)-  48 06 47.72301(N)    100 09 00.80776(W)     ADJUSTED  
 TF2018* NAVD 88     -       507.     (meters)    1663.     (feet)  SCALED    
 TF2018  ___________________________________________________________________
 TF2018  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 TF2018  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TF2018
 TF2018  HORZ ORDER  -  THIRD
 TF2018
 TF2018.The horizontal coordinates were established by classical geodetic methods
 TF2018.and adjusted by the National Geodetic Survey in January 1998..
 TF2018
 TF2018.The orthometric height was scaled from a topographic map.
 TF2018
 TF2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2018
 TF2018.The geoid height was determined by GEOID03.
 TF2018
 TF2018;                    North         East     Units Scale Factor Converg.
 TF2018;SPC ND N     -   123,832.083   626,043.190   MT  0.99993597   +0 15 37.0
 TF2018;SPC ND N     -   406,273.24  2,053,947.47   iFT  0.99993597   +0 15 37.0
 TF2018;UTM  14      - 5,329,528.124   414,387.016   MT  0.99969006   -0 51 22.9
 TF2018
 TF2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2018!SPC ND N     -   0.99992392  x   0.99993597  =   0.99985989
 TF2018!UTM  14      -   0.99992392  x   0.99969006  =   0.99961400
 TF2018
 TF2018|---------------------------------------------------------------------|
 TF2018| PID    Reference Object                     Distance      Geod. Az  |
 TF2018|                                                           dddmmss.s |
 TF2018| CQ5879 MARIE RM 1                            6.668 METERS 00545     |
 TF2018| TF2016 MARIE 2                              23.789 METERS 14543     |
 TF2018| CQ5880 MARIE RM 2                            8.049 METERS 17621     |
 TF2018| CQ5878 MARIE AZ MK                                        1801736.4 |
 TF2018| TF2017 ORRIN SACRED HEART CATH CHURCH      APPROX. 2.8 KM 2041548.1 |
 TF2018|---------------------------------------------------------------------|
 TF2018
 TF2018                          SUPERSEDED SURVEY CONTROL
 TF2018
 TF2018  NAD 83(1986)-  48 06 47.72600(N)    100 09 00.80819(W) AD(       ) 3
 TF2018  NAD 27      -  48 06 47.71670(N)    100 08 59.32250(W) AD(       ) 3
 TF2018
 TF2018.Superseded values are not recommended for survey control.
 TF2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2018.See file dsdata.txt to determine how the superseded data were derived.
 TF2018
 TF2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU1438729528(NAD 83)
 TF2018_MARKER: DS = TRIANGULATION STATION DISK
 TF2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2018
 TF2018  HISTORY     - Date     Condition        Report By
 TF2018  HISTORY     - 1962     MONUMENTED       CGS
 TF2018  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TF2018
 TF2018                          STATION DESCRIPTION
 TF2018
 TF2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2018'THE STATION IS LOCATED 1/2 MILE EAST AND 1-1/2 MILES NORTH OF
 TF2018'THE TOWN OF ORRIN, IN THE SW 1/4 OF SEC. 35, T154N, R74W, ON TOP
 TF2018'OF A HILL.
 TF2018'
 TF2018'TO REACH FROM THE POST OFFICE IN ORRIN, GO NORTH ON MAIN ST. FOR
 TF2018'0.3 MILE TO A T ROAD.  TURN RIGHT, EAST, AND GO 0.25 MILE TO
 TF2018'A SIDE ROAD LEFT, JUST BEFORE REACHING RAILROAD TRACKS.  TURN
 TF2018'LEFT AND GO NORTHEAST, NORTH, AND NORTHEAST FOR 0.95 MILE
 TF2018'TO THE AZIMUTH MARK ON THE RIGHT AT A POINT WHERE THE GRAVELED
 TF2018'ROAD TURNS NORTH AND AT A FENCE CORNER THAT IS A GATE POST.
 TF2018'TURN LEFT WITH THE GRAVELED ROAD AND GO 0.4 MILE TO THE TOP OF A
 TF2018'HILL AND THE STATION ON THE RIGHT, ROAD RIGHT-OF-WAY.
 TF2018'
 TF2018'THE STATION MARK IS A STANDARD DISK STAMPED MARIE 1962 AND SET
 TF2018'IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2018'6 INCHES.  IT IS 37 FEET EAST OF THE CENTER OF A ROAD, 26 FOOT
 TF2018'WEST OF A FENCE AND 3.7 FEET SOUTHWEST OF THE WITNESS POST.
 TF2018'
 TF2018'REFERENCE MARK NO. 1, STAMPED MARIE NO 1 1962, IS A STANDARD
 TF2018'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT THAT
 TF2018'PROJECTS 6 INCHES.  IT IS 39 FEET EAST OF THE CENTER OF A
 TF2018'ROAD, 1 FOOT WEST OF FENCE AND 19 FEET NORTH OF THE WITNESS
 TF2018'POST.
 TF2018'
 TF2018'REFERENCE MARK NO. 2, STAMPED MARIE NO 2 1962, IS A STANDARD
 TF2018'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 TF2018'THAT PROJECTS 6 INCHES.  IT IS 38.4 FEET EAST OF THE CENTER
 TF2018'OF A ROAD, 28.9 FEET SOUTH OF THE WITNESS POST AND 1 FOOT WEST
 TF2018'OF A FENCE.
 TF2018'
 TF2018'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARIE 1962 AND SET IN
 TF2018'THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 TF2018'4 INCHES.  IT IS 49.4 FEET EAST OF THE CENTER OF A ROAD, 1.2
 TF2018'FEET NORTHEAST OF A CORNER POST AND 1.4 FEET NORTHWEST OF A
 TF2018'WITNESS POST.
 TF2018'
 TF2018'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 48 FEET.
 TF2018
 TF2018                          STATION RECOVERY (1965)
 TF2018
 TF2018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 TF2018'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TF2018'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE STATION AND
 TF2018'REFERENCE MARKS AS THEY WERE IN THE WAY OF HIGHWAY CONSTRUCTION.
 TF2018'A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY AND THIS
 TF2018'STATION AND THE REFERENCE MARKS WERE DESTROYED.
 TF2018'
 TF2018'FOR DETAILS OF THE NEW STATION SEE DESCRIPTION FOR MARIE 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2016 ***********************************************************************
 TF2016  DESIGNATION -  MARIE 2
 TF2016  PID         -  TF2016
 TF2016  STATE/COUNTY-  ND/PIERCE
 TF2016  USGS QUAD   -  ORRIN (1958)
 TF2016
 TF2016                         *CURRENT SURVEY CONTROL
 TF2016  ___________________________________________________________________
 TF2016* NAD 83(1996)-  48 06 47.08661(N)    100 09 00.15993(W)     ADJUSTED  
 TF2016* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 TF2016  ___________________________________________________________________
 TF2016  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 TF2016  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TF2016
 TF2016  HORZ ORDER  -  THIRD
 TF2016
 TF2016.The horizontal coordinates were established by classical geodetic methods
 TF2016.and adjusted by the National Geodetic Survey in January 1998..
 TF2016.No horizontal observational check was made to the station.
 TF2016
 TF2016.The orthometric height was scaled from a topographic map.
 TF2016
 TF2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2016
 TF2016.The geoid height was determined by GEOID03.
 TF2016
 TF2016;                    North         East     Units Scale Factor Converg.
 TF2016;SPC ND N     -   123,812.489   626,056.678   MT  0.99993596   +0 15 37.5
 TF2016;SPC ND N     -   406,208.95  2,053,991.73   iFT  0.99993596   +0 15 37.5
 TF2016;UTM  14      - 5,329,508.275   414,400.116   MT  0.99969003   -0 51 22.4
 TF2016
 TF2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2016!SPC ND N     -   0.99992454  x   0.99993596  =   0.99986051
 TF2016!UTM  14      -   0.99992454  x   0.99969003  =   0.99961460
 TF2016
 TF2016:                Primary Azimuth Mark                     Grid Az
 TF2016:SPC ND N     -  MARIE AZ MK                              181 24 54.2
 TF2016:UTM  14      -  MARIE AZ MK                              182 31 54.1
 TF2016
 TF2016|---------------------------------------------------------------------|
 TF2016| PID    Reference Object                     Distance      Geod. Az  |
 TF2016|                                                           dddmmss.s |
 TF2016| CQ5878 MARIE AZ MK                                        1814031.7 |
 TF2016| CQ5881 MARIE 2 RM 3                         11.625 METERS 18915     |
 TF2016| TF2017 ORRIN SACRED HEART CATH CHURCH      APPROX. 2.8 KM 2044102.6 |
 TF2016| TF2018 MARIE                                23.789 METERS 32543     |
 TF2016| CQ5882 MARIE 2 RM 4                         16.254 METERS 35356     |
 TF2016|---------------------------------------------------------------------|
 TF2016
 TF2016                          SUPERSEDED SURVEY CONTROL
 TF2016
 TF2016  NAD 83(1986)-  48 06 47.08960(N)    100 09 00.16036(W) AD(       ) 3
 TF2016  NAD 27      -  48 06 47.08035(N)    100 08 58.67476(W) AD(       ) 3
 TF2016
 TF2016.Superseded values are not recommended for survey control.
 TF2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2016.See file dsdata.txt to determine how the superseded data were derived.
 TF2016
 TF2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU1440029508(NAD 83)
 TF2016_MARKER: DS = TRIANGULATION STATION DISK
 TF2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2016_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2016
 TF2016  HISTORY     - Date     Condition        Report By
 TF2016  HISTORY     - 1965     MONUMENTED       CGS
 TF2016
 TF2016                          STATION DESCRIPTION
 TF2016
 TF2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 TF2016'THE STATION IS ABOUT 1/2 MILE EAST AND 1-1/2 MILES NORTH OF
 TF2016'THE TOWN OF ORRIN, IN THE SOUTHWEST 1/4 OF SEC. 35, T 154 N,
 TF2016'R 74 W, AND ON THE TOP OF A HILL.
 TF2016'
 TF2016'TO REACH FROM THE POST OFFICE IN ORRIN, GO NORTH ON MAIN STREET
 TF2016'FOR 0.3 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST FOR
 TF2016'0.25 MILE TO A SIDE ROAD LEFT, JUST BEFORE REACHING RAILROAD
 TF2016'TRACKS, TURN LEFT AND GO NORTHEAST, NORTH AND NORTHEAST FOR
 TF2016'0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT, BEAR LEFT ON MAIN
 TF2016'ROAD AND GO NORTH 0.4 MILE TO TOP OF HILL AND STATION ON RIGHT.
 TF2016'
 TF2016'THE STATION MARK IS ON THE EAST RIGHT-OF-WAY OF THE HIGHWAY,
 TF2016'82 FEET EAST OF THE CENTER LINE OF THE ROAD AND 2.5 FEET SOUTH
 TF2016'OF THE METAL WITNESS POST.  MARK IS FLUSH WITH THE GROUND AND
 TF2016'THE DISK IS STAMPED MARIE 2 1965.
 TF2016'
 TF2016'R.M. NO. 3 IS 38.14 FEET SOUTH-SOUTHWEST OF THE STATION AND IS
 TF2016'75 FEET EAST OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 TF2016'2 INCHES AND THE DISK IS STAMPED MARIE 2 NO. 3 1965.
 TF2016'
 TF2016'R.M. NO. 4 IS 53.33 FEET NORTHWEST OF THE STATION AND IS 77
 TF2016'FEET EAST OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS
 TF2016'2 INCHES AND THE DISK IS STAMPED MARIE 2 NO. 4 1965.
 TF2016'
 TF2016'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION AT A
 TF2016'BEND IN THE MAIN ROAD, NEAR A FENCE CORNER, AT THE EAST EDGE
 TF2016'OF THE ROAD RIGHT-OF-WAY AND IS 1.5 FEET NORTHWEST OF A METAL
 TF2016'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 TF2016'STAMPED MARIE 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0607 ***********************************************************************
 RQ0607  DESIGNATION -  MARION
 RQ0607  PID         -  RQ0607
 RQ0607  STATE/COUNTY-  ND/LA MOURE
 RQ0607  USGS QUAD   -  MARION NE (1970)
 RQ0607
 RQ0607                         *CURRENT SURVEY CONTROL
 RQ0607  ___________________________________________________________________
 RQ0607* NAD 83(1996)-  46 37 35.17219(N)    098 18 23.76707(W)     ADJUSTED  
 RQ0607* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 RQ0607  ___________________________________________________________________
 RQ0607  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RQ0607  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 RQ0607
 RQ0607  HORZ ORDER  -  SECOND
 RQ0607
 RQ0607.The horizontal coordinates were established by classical geodetic methods
 RQ0607.and adjusted by the National Geodetic Survey in January 1998..
 RQ0607
 RQ0607.The orthometric height was scaled from a topographic map.
 RQ0607
 RQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0607
 RQ0607.The geoid height was determined by GEOID03.
 RQ0607
 RQ0607;                    North         East     Units Scale Factor Converg.
 RQ0607;SPC ND S     -   109,029.379   767,948.725   MT  0.99994243   +1 35 59.4
 RQ0607;SPC ND S     -   357,707.94  2,519,516.81   iFT  0.99994243   +1 35 59.4
 RQ0607;UTM  14      - 5,163,886.223   553,082.207   MT  0.99963463   +0 30 14.5
 RQ0607
 RQ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0607!SPC ND S     -   0.99993299  x   0.99994243  =   0.99987542
 RQ0607!UTM  14      -   0.99993299  x   0.99963463  =   0.99956764
 RQ0607
 RQ0607|---------------------------------------------------------------------|
 RQ0607| PID    Reference Object                     Distance      Geod. Az  |
 RQ0607|                                                           dddmmss.s |
 RQ0607| CO5966 MARION RM 1                          18.616 METERS 09919     |
 RQ0607| CO5965 E 45                                               1761645.0 |
 RQ0607| CO5967 MARION RM 2                          22.567 METERS 19903     |
 RQ0607|---------------------------------------------------------------------|
 RQ0607
 RQ0607                          SUPERSEDED SURVEY CONTROL
 RQ0607
 RQ0607  NAD 83(1986)-  46 37 35.17681(N)    098 18 23.75799(W) AD(       ) 2
 RQ0607  NAD 27      -  46 37 35.25400(N)    098 18 22.42100(W) AD(       ) 2
 RQ0607
 RQ0607.Superseded values are not recommended for survey control.
 RQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0607.See file dsdata.txt to determine how the superseded data were derived.
 RQ0607
 RQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5308263886(NAD 83)
 RQ0607_MARKER: DS = TRIANGULATION STATION DISK
 RQ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0607
 RQ0607  HISTORY     - Date     Condition        Report By
 RQ0607  HISTORY     - 1954     MONUMENTED       CGS
 RQ0607  HISTORY     - 1961     GOOD             CGS
 RQ0607
 RQ0607                          STATION DESCRIPTION
 RQ0607
 RQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0607'THE STATION IS IN THE NE 1/4 SEC. 2, T. 136 N.  R. 61 W. AT THE
 RQ0607'SUMMIT OF A KNOLL BESIDE AN ABANDONED FARMHOUSE WHICH NOW
 RQ0607'SERVES AS A GRANARY, ON LAND OWNED BY MR. FRED BRUSH.  IT IS 6
 RQ0607'MILES WEST AND 1.5 MILES SOUTH OF LITCHVILLE, 1.5 MILES NORTH
 RQ0607'AND 1 MILE EAST OF MARION AND 0.35 MILE SOUTH OF STATE HIGHWAY
 RQ0607'46.
 RQ0607'
 RQ0607'TO REACH FROM THE FLAG POLE ON THE MAIN STREET IN THE TOWN OF
 RQ0607'MARION, GO EAST FOR 0.3 MILE TO A T-INTERSECTION.  TURN LEFT,
 RQ0607'NORTH, AND GO 0.65 MILE ON THE GRAVEL ROAD TO A T-INTERSECTION.
 RQ0607'TURN RIGHT, EAST, 1.0 MILE TO A CROSSROAD JUST AFTER CROSSING A
 RQ0607'RAILROAD TRACK.  TURN LEFT, NORTH, 0.05 MILE TO A POINT WHERE
 RQ0607'THE ROAD AGAIN CROSSES THE RAILROAD TRACK.  THE AZIMUTH MARK IS
 RQ0607'IN THE SOUTHEAST ANGLE OF THIS INTERSECTION.  CONTINUE NORTH ON
 RQ0607'THE DIRT ROAD FOR 0.6 MILE TO A TRACK ROAD LEADING TO AN
 RQ0607'ABANDONED FARMHOUSE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR
 RQ0607'0.05 MILE TO THE SUMMIT OF THE KNOLL AND THE ABANDONED
 RQ0607'FARMHOUSE.
 RQ0607'
 RQ0607'THE STATION MARK, 75 FEET NORTH OF THE NORTHEAST EDGE OF A ROCK
 RQ0607'PILE AND 23.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 RQ0607'FARMHOUSE, IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED
 RQ0607'MARION 1954.
 RQ0607'
 RQ0607'REFERENCE MARK NO. 1, EAST OF THE STATION, IS ON THE NORTHEAST
 RQ0607'EDGE OF THE KNOLL, 25.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 RQ0607'THE FARMHOUSE AND IS 1 INCH BELOW THE GROUND SURFACE.  THE DISK IS
 RQ0607'STAMPED MARION NO. 1 1954.
 RQ0607'
 RQ0607'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS AT THE NORTHEAST
 RQ0607'CORNER OF THE ROCK PILE, 48.9 FEET SOUTHWEST OF THE SOUTHWEST
 RQ0607'CORNER OF THE FARMHOUSE AND PROJECTS 4 INCHES.  THE DISK IS
 RQ0607'STAMPED MARION NO. 2 1954.
 RQ0607'
 RQ0607'THE AZIMUTH MARK, APPROXIMATELY 0.65 MILE SOUTH, IS 60 FEET
 RQ0607'EAST OF THE CENTER OF THE DIRT ROAD, 44.5 FEET SOUTH OF THE SOUTH
 RQ0607'RAIL OF THE RAILROAD, 4 FEET WEST OF A TELEGRAPH POLE, 2.5 FEET
 RQ0607'NORTH OF A WOVEN-WIRE FENCE AND 1 FOOT WEST OF A WITNESS POST.
 RQ0607'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 RQ0607'SET IN A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES
 RQ0607'AND IT IS STAMPED E 45 1934.
 RQ0607'
 RQ0607'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RQ0607
 RQ0607                          STATION RECOVERY (1961)
 RQ0607
 RQ0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0607'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0607'CONDITION.
 RQ0607'
 RQ0607'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM MARION
 RQ0607'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0610 ***********************************************************************
 RQ0610  DESIGNATION -  MARION MILLER ELEV M LT ROD
 RQ0610  PID         -  RQ0610
 RQ0610  STATE/COUNTY-  ND/LA MOURE
 RQ0610  USGS QUAD   -  MARION (1970)
 RQ0610
 RQ0610                         *CURRENT SURVEY CONTROL
 RQ0610  ___________________________________________________________________
 RQ0610* NAD 83(1996)-  46 36 27.70168(N)    098 20 04.43735(W)     ADJUSTED  
 RQ0610* NAVD 88     -                                                        
 RQ0610  ___________________________________________________________________
 RQ0610  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 RQ0610  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 RQ0610
 RQ0610  HORZ ORDER  -  THIRD
 RQ0610
 RQ0610.The horizontal coordinates were established by classical geodetic methods
 RQ0610.and adjusted by the National Geodetic Survey in January 1998..
 RQ0610
 RQ0610
 RQ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0610
 RQ0610.The geoid height was determined by GEOID03.
 RQ0610
 RQ0610;                    North         East     Units Scale Factor Converg.
 RQ0610;SPC ND S     -   106,887.480   765,865.488   MT  0.99994366   +1 34 45.9
 RQ0610;SPC ND S     -   350,680.71  2,512,682.05   iFT  0.99994366   +1 34 45.9
 RQ0610;UTM  14      - 5,161,785.209   550,959.046   MT  0.99963192   +0 29 00.8
 RQ0610
 RQ0610                          SUPERSEDED SURVEY CONTROL
 RQ0610
 RQ0610  NAD 83(1986)-  46 36 27.70620(N)    098 20 04.42824(W) AD(       ) 4
 RQ0610  NAD 27      -  46 36 27.77700(N)    098 20 03.09500(W) AD(       ) 3
 RQ0610
 RQ0610.Superseded values are not recommended for survey control.
 RQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0610.See file dsdata.txt to determine how the superseded data were derived.
 RQ0610
 RQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5095961785(NAD 83)
 RQ0610_MARKER: 84 = LIGHTNING ROD
 RQ0610
 RQ0610  HISTORY     - Date     Condition        Report By
 RQ0610  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0610
 RQ0610                          STATION DESCRIPTION
 RQ0610
 RQ0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0610'THE STATION IS THE MIDDLE ROD OF THREE THAT IS ATOP THE HIGHEST
 RQ0610'OF SEVERAL ELEVATORS IN THE TOWN OF MARION.  THE ELEVATOR IS A
 RQ0610'WHITE WOODEN BUILDING APPROXIMATELY 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0608 ***********************************************************************
 RQ0608  DESIGNATION -  MARION SCHOOLHOUSE CHIMNEY
 RQ0608  PID         -  RQ0608
 RQ0608  STATE/COUNTY-  ND/LA MOURE
 RQ0608  USGS QUAD   -  MARION (1970)
 RQ0608
 RQ0608                         *CURRENT SURVEY CONTROL
 RQ0608  ___________________________________________________________________
 RQ0608* NAD 83(1996)-  46 36 17.01769(N)    098 19 50.98873(W)     ADJUSTED  
 RQ0608* NAVD 88     -                                                        
 RQ0608  ___________________________________________________________________
 RQ0608  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 RQ0608  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 RQ0608
 RQ0608  HORZ ORDER  -  THIRD
 RQ0608
 RQ0608.The horizontal coordinates were established by classical geodetic methods
 RQ0608.and adjusted by the National Geodetic Survey in January 1998..
 RQ0608
 RQ0608
 RQ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0608
 RQ0608.The geoid height was determined by GEOID03.
 RQ0608
 RQ0608;                    North         East     Units Scale Factor Converg.
 RQ0608;SPC ND S     -   106,565.612   766,160.669   MT  0.99994387   +1 34 55.8
 RQ0608;SPC ND S     -   349,624.71  2,513,650.49   iFT  0.99994387   +1 34 55.8
 RQ0608;UTM  14      - 5,161,457.856   551,247.926   MT  0.99963228   +0 29 10.5
 RQ0608
 RQ0608                          SUPERSEDED SURVEY CONTROL
 RQ0608
 RQ0608  NAD 83(1986)-  46 36 17.02239(N)    098 19 50.97939(W) AD(       ) 4
 RQ0608  NAD 27      -  46 36 17.10200(N)    098 19 49.63400(W) AD(       ) 3
 RQ0608
 RQ0608.Superseded values are not recommended for survey control.
 RQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0608.See file dsdata.txt to determine how the superseded data were derived.
 RQ0608
 RQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS5124861458(NAD 83)
 RQ0608_MARKER: 85 = CHIMNEY
 RQ0608
 RQ0608  HISTORY     - Date     Condition        Report By
 RQ0608  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0608
 RQ0608                          STATION DESCRIPTION
 RQ0608
 RQ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0608'THE STATION IS THE SCHOOLHOUSE CHIMNEY LOCATED IN THE SOUTHERN
 RQ0608'PART OF THE TOWN OF MARION.  THE BUILDING AND CHIMNEY ARE BOTH
 RQ0608'CONSTRUCTED OF RED BRICK.  THE CHIMNEY IS APPROXIMATELY 40
 RQ0608'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1674 ***********************************************************************
 SN1674  DESIGNATION -  MARLIN
 SN1674  PID         -  SN1674
 SN1674  STATE/COUNTY-  ND/OLIVER
 SN1674  USGS QUAD   -  HANNOVER NE (1980)
 SN1674
 SN1674                         *CURRENT SURVEY CONTROL
 SN1674  ___________________________________________________________________
 SN1674* NAD 83(1996)-  47 09 55.24400(N)    101 15 26.68905(W)     ADJUSTED  
 SN1674* NAVD 88     -       682.6    (meters)    2239.     (feet)  VERTCON   
 SN1674  ___________________________________________________________________
 SN1674  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 SN1674  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 SN1674
 SN1674  HORZ ORDER  -  SECOND
 SN1674  VERT ORDER  -  THIRD ? (See Below)
 SN1674
 SN1674.The horizontal coordinates were established by classical geodetic methods
 SN1674.and adjusted by the National Geodetic Survey in January 1998..
 SN1674
 SN1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1674.The vertical order pertains to the NGVD 29 superseded value.
 SN1674
 SN1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1674
 SN1674.The geoid height was determined by GEOID03.
 SN1674
 SN1674;                    North         East     Units Scale Factor Converg.
 SN1674;SPC ND S     -   166,867.584   542,575.724   MT  0.99995249   -0 33 08.8
 SN1674;SPC ND S     -   547,465.83  1,780,104.08   iFT  0.99995249   -0 33 08.8
 SN1674;UTM  14      - 5,226,010.801   328,912.289   MT  0.99995975   -1 39 20.9
 SN1674
 SN1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1674!SPC ND S     -   0.99989622  x   0.99995249  =   0.99984871
 SN1674!UTM  14      -   0.99989622  x   0.99995975  =   0.99985597
 SN1674
 SN1674|---------------------------------------------------------------------|
 SN1674| PID    Reference Object                     Distance      Geod. Az  |
 SN1674|                                                           dddmmss.s |
 SN1674| CQ8544 MARLIN RM 1                          13.096 METERS 18009     |
 SN1674| SN1697 HANOVER NW BELL MICROWAVE           APPROX.17.4 KM 3115224.9 |
 SN1674| SN1691 STANTON BASIN ELEC PLANT TANK       APPROX.13.8 KM 3393256.0 |
 SN1674| CQ8545 MARLIN RM 2                          14.643 METERS 35954     |
 SN1674|---------------------------------------------------------------------|
 SN1674
 SN1674                          SUPERSEDED SURVEY CONTROL
 SN1674
 SN1674  NAD 83(1986)-  47 09 55.24253(N)    101 15 26.67599(W) AD(       ) 2
 SN1674  NAD 27      -  47 09 55.26341(N)    101 15 25.11757(W) AD(       ) 2
 SN1674  NGVD 29 (07/19/86)  682.1    (m)         2238.     (f) LEVELING    3  
 SN1674
 SN1674.Superseded values are not recommended for survey control.
 SN1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1674.See file dsdata.txt to determine how the superseded data were derived.
 SN1674
 SN1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT2891226011(NAD 83)
 SN1674_MARKER: DD = SURVEY DISK
 SN1674_SETTING: 0 = UNSPECIFIED SETTING
 SN1674
 SN1674  HISTORY     - Date     Condition        Report By
 SN1674  HISTORY     - 1967     MONUMENTED       USGS
 SN1674  HISTORY     - 1983     GOOD             USGS
 SN1674  HISTORY     - 1983     GOOD             LOCENG
 SN1674
 SN1674                          STATION DESCRIPTION
 SN1674
 SN1674'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1674'THE STATION IS LOCATED 2.0 MI E. AND 3.8 MI N. OF CENTER, NEAR THE
 SN1674'N. SIXTEENTH COR. BETWEEN SECS. 31 AND 36, T. 143 N., RS. 83 AND
 SN1674'84 W.
 SN1674'
 SN1674'TO REACH THE STATION FROM CENTER, GO E. ON STATE HWY. 25, TURN LEFT
 SN1674'AND GO N., 3.8 MI TO THE STATION ON THE LEFT.
 SN1674'
 SN1674'THE STATION IS 238 FT N. OF A BEND IN RD., 130 FT W. OF RD., 3 FT E.
 SN1674'OF A N.-S. FENCE AND A WITNESS POST.  STAMPED ET MARLIN 1967.
 SN1674'
 SN1674'REFERENCE MARK NO. 1 IS S. OF THE STATION, 2 FT E. OF N.-S. FENCE,
 SN1674'STAMPED MARLIN NO 1 1967.
 SN1674'
 SN1674'REFERENCE MARK NO. 2 IS N. OF THE STATION, 2 FT E. OF N.-S. FENCE,
 SN1674'STAMPED MARLIN NO 2 1967.
 SN1674'
 SN1674'AZIMUTH MARK NO. 1 IS THE ROUND CAP ATOP THE FOUR LEGGED SILVER WATER
 SN1674'TANK OF THE BASIN ELECTRIC POWER PLANT, ABOUT 8.5 MI NNW.
 SN1674'
 SN1674'AZIMUTH MARK NO. 2 IS THE FLASHING RED LIGHT ATOP THE NORTHWESTERN
 SN1674'BELL TELEPHONE MICRO-WAVE MAST ON HWY. 31, ABOUT 11.0 MI NW.
 SN1674'
 SN1674'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE FLUSH
 SN1674'WITH THE GROUND, STANDARD TABLETS CRIMPED ON ONE-HALF IN. COPPER
 SN1674'COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG, FILLED
 SN1674'WITH GRAVEL TO WITHIN 1 IN. OF THE CAP.
 SN1674
 SN1674                          STATION RECOVERY (1983)
 SN1674
 SN1674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (FWK)
 SN1674'THIS STATION PREVIOUSLY REPORTED AS DESTROYED.
 SN1674'
 SN1674'THE STATION AND REFERENCE MARKS HAVE ALL BEEN RECOVERED AND DISTANCES
 SN1674'CHECKED.  THE STATION IS LOCATED 3.8 MI. N AND 2.0 MI. E. OF CENTER,
 SN1674'NEAR THE N. SIXTEENTH COR. BETWEEN SECS. 31 AND 36, T. 143 N., RS.
 SN1674'83 AND 84 W.  TO REACH THE STATION FROM CENTER, GO E. ON STATE
 SN1674'HWY.  25 FOR 2.0 MI., TURN LEFT AND GO NORTH, 3.8 MI. TO THE TOP OF
 SN1674'THE HIGHEST HILL IN THAT AREA.  MARK IS IN THE CENTER OF THE
 SN1674'ROAD AT THE TOP OF THE HILL.  IN A CONC. POST, TABLET STAMPED ET
 SN1674'MARLIN 1967.
 SN1674'
 SN1674'REFERENCE MARK NO. 1 IS S. OF THE STATION 42.97 FT. AND IS BURIED 2.1
 SN1674'FT BELOW ROAD SURFACE.  TABLE STAMPED MARLIN NO 1 1967.
 SN1674'
 SN1674'REFERENCE MARK NO. 2 IS N. OF THE STATION 48.05 FT. AND IS BURIED 2.6
 SN1674'FT BELOW ROAD SURFACE.  TABLET STAMPED MARLIN NO 2 1967.
 SN1674'
 SN1674'ACCESS TO STATION IS THROUGH A 5 INCH ID STEEL PIPE WITH CAP SET
 SN1674'IN THE ROAD SURFACE.  THE STATION IS 2.5 FT. BELOW THE CAP OF THE
 SN1674'PIPE.
 SN1674'
 SN1674'RECOVERY AND PRESERVATION WORK WAS ACCOMPLISHED BY MR. HAROLD G.
 SN1674'LUCK, BASIN ELECTRIC POWER CO-OP 1717 E. INTERSTATE AVE. BISMARK,
 SN1674'N.D.
 SN1674
 SN1674                          STATION RECOVERY (1983)
 SN1674
 SN1674'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (HGL)
 SN1674'MARLIN 1967 RECOVERED VERY GOOD.
 SN1674'
 SN1674'THE STATION AND REF. MARKS HAVE BEEN COVERED BY A COUNTY GRAVEL
 SN1674'ROAD.  STATION AND BOTH REF. MARKS RECOVERED.  DISTANCES CHECKED TO
 SN1674'BOTH REF. SET A 5 INCH T.D. STEEL PIPE 2.5 FT LONG WITH REMOVABLE
 SN1674'CAP AROUND STATION.  TOP PIPE 0.4 FT BELOW ROAD SURFACE.  SEE
 SN1674'ATTACHED CARDS.  STATION MARLIN CAN BE USED BY REMOVING CAP OF 5
 SN1674'INCH I.D.  PIPE.  PLEASE REPLACE CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1868 ***********************************************************************
 TG1868  DESIGNATION -  MARMON
 TG1868  PID         -  TG1868
 TG1868  STATE/COUNTY-  ND/WILLIAMS
 TG1868  USGS QUAD   -  TWIN LAKES (1974)
 TG1868
 TG1868                         *CURRENT SURVEY CONTROL
 TG1868  ___________________________________________________________________
 TG1868* NAD 83(1996)-  48 27 27.28444(N)    103 34 05.99526(W)     ADJUSTED  
 TG1868* NAVD 88     -       678.5    (meters)    2226.     (feet)  VERTCON   
 TG1868  ___________________________________________________________________
 TG1868  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 TG1868  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG1868
 TG1868  HORZ ORDER  -  FIRST
 TG1868
 TG1868.The horizontal coordinates were established by classical geodetic methods
 TG1868.and adjusted by the National Geodetic Survey in January 1998..
 TG1868
 TG1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1868
 TG1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1868
 TG1868.The geoid height was determined by GEOID03.
 TG1868
 TG1868;                    North         East     Units Scale Factor Converg.
 TG1868;SPC ND N     -   166,579.093   373,126.614   MT  0.99995700   -2 16 59.7
 TG1868;SPC ND N     -   546,519.33  1,224,168.68   iFT  0.99995700   -2 16 59.7
 TG1868;UTM  13      - 5,368,150.144   605,846.865   MT  0.99973765   +1 04 17.9
 TG1868
 TG1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1868!SPC ND N     -   0.99989655  x   0.99995700  =   0.99985356
 TG1868!UTM  13      -   0.99989655  x   0.99973765  =   0.99963423
 TG1868
 TG1868:                Primary Azimuth Mark                     Grid Az
 TG1868:SPC ND N     -  BONETRAILL                               259 04 53.2
 TG1868:UTM  13      -  BONETRAILL                               255 43 35.6
 TG1868
 TG1868|---------------------------------------------------------------------|
 TG1868| PID    Reference Object                     Distance      Geod. Az  |
 TG1868|                                                           dddmmss.s |
 TG1868| TG1901 BONETRAILL                          APPROX.19.9 KM 2564753.5 |
 TG1868| CQ8546 MARMON RM                           278.860 METERS 33429     |
 TG1868|---------------------------------------------------------------------|
 TG1868
 TG1868                          SUPERSEDED SURVEY CONTROL
 TG1868
 TG1868  NAD 83(1986)-  48 27 27.28263(N)    103 34 05.98854(W) AD(       ) 1
 TG1868  NAD 27      -  48 27 27.18800(N)    103 34 04.29600(W) AD(       ) 1
 TG1868  NGVD 29 (07/19/86)  678.0    (m)         2224.     (f) VERT ANG       
 TG1868
 TG1868.Superseded values are not recommended for survey control.
 TG1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1868.See file dsdata.txt to determine how the superseded data were derived.
 TG1868
 TG1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0584768150(NAD 83)
 TG1868_MARKER: DS = TRIANGULATION STATION DISK
 TG1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1868
 TG1868  HISTORY     - Date     Condition        Report By
 TG1868  HISTORY     - 1912     MONUMENTED       CGS
 TG1868  HISTORY     - 1935     GOOD             CGS
 TG1868  HISTORY     - 1974     GOOD             USGS
 TG1868
 TG1868                          STATION DESCRIPTION
 TG1868
 TG1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1868'ABOUT 2-1/2 MILES EAST AND 1 MILE NORTH OF MARMON, ON THE BARE
 TG1868'PRAIRIE AT THE HIGHEST POINT OF A SMALL ROUNDED KNOB IN THE
 TG1868'NW 1/4 NE 1/4 SEC. 2, T. 157 N., R. 100 W.  THE STATION IS
 TG1868'MARKED BY A STANDARD DISK STATION MARK, SET IN THE TOP OF A
 TG1868'CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 30 INCHES LONG
 TG1868'INCASED IN A GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.
 TG1868'THE CYLINDER PROJECTS 3 INCHES ABOVE THE GROUND.  THE
 TG1868'UNDERGROUND MARK IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND
 TG1868'2 INCHES LONG SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON
 TG1868'TOP AND 4 INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH OR
 TG1868'ONE-HALF INCH ABOVE THE CONCRETE AND IS ABOUT 33 INCHES BELOW
 TG1868'THE SURFACE OF THE GROUND.  A REFERENCE MARK, IS ONE-FOURTH
 TG1868'METER SOUTH OF THE ROCK THAT MARKS THE CENTER OF THE NORTH
 TG1868'SIDE OF SECTION 2 AND IS 278.86 METERS FROM THE STATION
 TG1868'N 25 DEG 31 MIN W.  THE REFERENCE MARK CONSISTS OF A
 TG1868'STANDARD DISK, SET IN THE TOP OF A CONCRETE CYLINDER 5-1/2
 TG1868'INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 TG1868'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE
 TG1868'CYLINDER PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 TG1868
 TG1868                          STATION RECOVERY (1935)
 TG1868
 TG1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1868'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 TG1868'MARK HAS BEEN DESTROYED.  DISK WAS FOUND BROKEN OFF, SHANK
 TG1868'REMAINING IN CYLINDER.
 TG1868'
 TG1868'TOWN OF MARMON IS NO LONGER IN EXISTENCE.
 TG1868
 TG1868                          STATION RECOVERY (1974)
 TG1868
 TG1868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JHM)
 TG1868'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 85 AND NORTH DAKOTA
 TG1868'HIGHWAY 50 GO SOUTH ON U.S. 85 FOR 6.6 MI. TO T-ROAD E, THENCE
 TG1868'EAST FOR 3.0 MI. TO CROSS ROADS, THENCE SOUTH 1.0 MI. TO FENCE
 TG1868'WEST, THENCE WEST ALONG SOUTH SIDE OF FENCE 0.5 MI. TO FENCE
 TG1868'SOUTH, THENCE SOUTH ALONG FENCE 800 FT., THENCE SOUTHEAST 500
 TG1868'FT. TO HIGHEST POINT AND STATION 1 FT. NORTH OF WITNESS POST.
 TG1868'STATION MARK IS STANDARD USC AND GS TABLET WITH SCRIBED
 TG1868'TRIANGLE AND PUNCHED CENTER POINT, IN 7 IN. DIA. CONC. POST
 TG1868'ENCASED IN GALV. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0594 ***********************************************************************
 RQ0594  DESIGNATION -  MARSH
 RQ0594  PID         -  RQ0594
 RQ0594  STATE/COUNTY-  ND/BARNES
 RQ0594  USGS QUAD   -  SANBORN SE (1970)
 RQ0594
 RQ0594                         *CURRENT SURVEY CONTROL
 RQ0594  ___________________________________________________________________
 RQ0594* NAD 83(1996)-  46 48 51.08093(N)    098 01 23.53985(W)     ADJUSTED  
 RQ0594* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 RQ0594  ___________________________________________________________________
 RQ0594  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 RQ0594  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 RQ0594
 RQ0594  HORZ ORDER  -  SECOND
 RQ0594
 RQ0594.The horizontal coordinates were established by classical geodetic methods
 RQ0594.and adjusted by the National Geodetic Survey in January 1998..
 RQ0594
 RQ0594.The orthometric height was scaled from a topographic map.
 RQ0594
 RQ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0594
 RQ0594.The geoid height was determined by GEOID03.
 RQ0594
 RQ0594;                    North         East     Units Scale Factor Converg.
 RQ0594;SPC ND S     -   130,534.324   788,983.714   MT  0.99993592   +1 48 23.5
 RQ0594;SPC ND S     -   428,262.22  2,588,529.25   iFT  0.99993592   +1 48 23.5
 RQ0594;UTM  14      - 5,184,979.133   574,518.198   MT  0.99966825   +0 42 44.1
 RQ0594
 RQ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0594!SPC ND S     -   0.99993445  x   0.99993592  =   0.99987037
 RQ0594!UTM  14      -   0.99993445  x   0.99966825  =   0.99960272
 RQ0594
 RQ0594|---------------------------------------------------------------------|
 RQ0594| PID    Reference Object                     Distance      Geod. Az  |
 RQ0594|                                                           dddmmss.s |
 RQ0594| CO5971 MARSH RM 1                            9.317 METERS 03102     |
 RQ0594| CO5970 MARSH AZ MK                                        1113116.6 |
 RQ0594| CO5972 MARSH RM 2                            6.800 METERS 16515     |
 RQ0594| RQ0593 RINGSAKER LUTHERAN CH FINIAL        APPROX. 5.2 KM 2152337.3 |
 RQ0594|---------------------------------------------------------------------|
 RQ0594
 RQ0594                          SUPERSEDED SURVEY CONTROL
 RQ0594
 RQ0594  NAD 83(1986)-  46 48 51.08536(N)    098 01 23.52906(W) AD(       ) 2
 RQ0594  NAD 27      -  46 48 51.16000(N)    098 01 22.17300(W) AD(       ) 2
 RQ0594
 RQ0594.Superseded values are not recommended for survey control.
 RQ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0594.See file dsdata.txt to determine how the superseded data were derived.
 RQ0594
 RQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7451884979(NAD 83)
 RQ0594_MARKER: DS = TRIANGULATION STATION DISK
 RQ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0594
 RQ0594  HISTORY     - Date     Condition        Report By
 RQ0594  HISTORY     - 1954     MONUMENTED       CGS
 RQ0594  HISTORY     - 1961     GOOD             CGS
 RQ0594
 RQ0594                          STATION DESCRIPTION
 RQ0594
 RQ0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0594'THE STATION IS LOCATED ON A PROMINENT GRASSY KNOLL ABOUT 0.5
 RQ0594'MILE NORTHWEST OF MR. HERBERT PETERSONS FARMHOUSE.  IT IS 9
 RQ0594'MILES NORTH OF KATHRYN, 8 MILES SOUTH OF VALLEY CITY, AND 8
 RQ0594'MILES WEST OF THE SMALL COMMUNITY OF CUBA.
 RQ0594'
 RQ0594'REACHED FROM THE RAILROAD DEPOT IN KATHRYN BY GOING NORTH ON A
 RQ0594'GRAVELED ROAD FOR 7.5 MILES TO A BRIDGE OVER THE SHEYENNE RIVER.
 RQ0594'CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 1.8 MILES TO A SIDE
 RQ0594'ROAD LEFT.  TURN LEFT, WEST, AND GO 0.45 MILE TO THE AZIMUTH
 RQ0594'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR 0.55
 RQ0594'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT, NORTHERLY, AND GO 0.1
 RQ0594'MILE TO A GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK
 RQ0594'ROAD NORTHERLY FOR 0.15 MILE TO ANOTHER GATE.  PASS THROUGH
 RQ0594'THE GATE AND FOLLOW THE TRACK ROAD NORTH AND NORTHWEST FOR 0.4
 RQ0594'MILE TO THE SUMMIT OF THE KNOLL AND STATION.
 RQ0594'
 RQ0594'THE STATION MARK, 4 FEET NORTH OF A WITNESS POST, PROJECTS 4
 RQ0594'INCHES, AND THE DISK IS STAMPED MARSH 1954.
 RQ0594'
 RQ0594'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND PROJECTS
 RQ0594'3 INCHES.  THE DISK IS STAMPED MARSH NO 1 1954.
 RQ0594'
 RQ0594'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND PROJECTS 2
 RQ0594'INCHES.  THE DISK IS STAMPED MARSH NO 2 1954.
 RQ0594'
 RQ0594'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST OF THE STATION,
 RQ0594'IS 35 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 2
 RQ0594'FEET WEST OF A FENCE CORNER-POST, 2 FEET WEST-SOUTHWEST OF
 RQ0594'A WITNESS POST, AND PROJECTS 4 INCHES.  THE DISK IS STAMPED MARSH
 RQ0594'1954.
 RQ0594
 RQ0594                          STATION RECOVERY (1961)
 RQ0594
 RQ0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0594'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0594'CONDITION.
 RQ0594'
 RQ0594'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 RQ0594'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0745 ***********************************************************************
 SO0745  DESIGNATION -  MARSHALL
 SO0745  PID         -  SO0745
 SO0745  STATE/COUNTY-  ND/DUNN
 SO0745  USGS QUAD   -  MARSHALL (1973)
 SO0745
 SO0745                         *CURRENT SURVEY CONTROL
 SO0745  ___________________________________________________________________
 SO0745* NAD 83(1996)-  47 09 22.98011(N)    102 20 25.37731(W)     ADJUSTED  
 SO0745* NAVD 88     -       673.5    (meters)    2210.     (feet)  VERTCON   
 SO0745  ___________________________________________________________________
 SO0745  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 SO0745  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 SO0745
 SO0745  HORZ ORDER  -  SECOND
 SO0745
 SO0745.The horizontal coordinates were established by classical geodetic methods
 SO0745.and adjusted by the National Geodetic Survey in January 1998..
 SO0745
 SO0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0745
 SO0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0745
 SO0745.The geoid height was determined by GEOID03.
 SO0745
 SO0745;                    North         East     Units Scale Factor Converg.
 SO0745;SPC ND S     -   167,229.136   460,456.320   MT  0.99995160   -1 20 32.4
 SO0745;SPC ND S     -   548,652.02  1,510,683.46   iFT  0.99995160   -1 20 32.4
 SO0745;UTM  13      - 5,225,974.638   701,602.850   MT  1.00009954   +1 57 02.6
 SO0745
 SO0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0745!SPC ND S     -   0.99989729  x   0.99995160  =   0.99984889
 SO0745!UTM  13      -   0.99989729  x   1.00009954  =   0.99999682
 SO0745
 SO0745|---------------------------------------------------------------------|
 SO0745| PID    Reference Object                     Distance      Geod. Az  |
 SO0745|                                                           dddmmss.s |
 SO0745| CQ8551 MARSHALL RM 1                        12.640 METERS 02807     |
 SO0745| CQ8552 MARSHALL RM 2                        14.216 METERS 28747     |
 SO0745| CQ8550 MARSHALL AZ MK                                     3501858.7 |
 SO0745|---------------------------------------------------------------------|
 SO0745
 SO0745                          SUPERSEDED SURVEY CONTROL
 SO0745
 SO0745  NAD 83(1986)-  47 09 22.97586(N)    102 20 25.37031(W) AD(       ) 2
 SO0745  NAD 27      -  47 09 22.94100(N)    102 20 23.72100(W) AD(       ) 2
 SO0745  NGVD 29 (07/19/86)  673.0    (m)         2208.     (f) VERT ANG       
 SO0745
 SO0745.Superseded values are not recommended for survey control.
 SO0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0745.See file dsdata.txt to determine how the superseded data were derived.
 SO0745
 SO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0160325975(NAD 83)
 SO0745_MARKER: DS = TRIANGULATION STATION DISK
 SO0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SO0745
 SO0745  HISTORY     - Date     Condition        Report By
 SO0745  HISTORY     - 1951     MONUMENTED       CGS
 SO0745
 SO0745                          STATION DESCRIPTION
 SO0745
 SO0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0745'THE STATION IS ABOUT 1-1/2 MILES NORTH OF MARSHALL AND ABOUT
 SO0745'0.05 MILE EAST OF STATE HIGHWAY NO. 8.
 SO0745'
 SO0745'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 SO0745'NO. 8 AND THE MAIN STREET OF MARSHALL, GO NORTH ON STATE
 SO0745'HIGHWAY NO. 8 FOR 1.4 MILES TO TOP OF RIDGE.  THEN RIGHT,
 SO0745'EAST, LEAVING HIGHWAY, FOR 0.05 MILE TO STATION AS DESCRIBED.
 SO0745'TO REACH THE AZIMUTH MARK FROM THE HIGHWAY WEST OF THE STATION,
 SO0745'GO NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON
 SO0745'THE LEFT AS DESCRIBED.
 SO0745'
 SO0745'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 SO0745'MARSHALL 1951.
 SO0745'
 SO0745'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SO0745'MARSHALL NO 1 1951.
 SO0745'
 SO0745'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SO0745'MARSHALL NO 2 1951.
 SO0745'
 SO0745'THE AZIMUTH MARK IS 40 FEET WEST OF STATE HIGHWAY NO. 8,
 SO0745'50 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT EAST OF A WIRE
 SO0745'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 SO0745'MARSHALL 1951.
 SO0745'
 SO0745'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SO0745'CONCRETE CYLINDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0846 ***********************************************************************
 RR0846  DESIGNATION -  MARTIN
 RR0846  PID         -  RR0846
 RR0846  STATE/COUNTY-  ND/MORTON
 RR0846  USGS QUAD   -  HUFF (1971)
 RR0846
 RR0846                         *CURRENT SURVEY CONTROL
 RR0846  ___________________________________________________________________
 RR0846* NAD 83(1996)-  46 37 21.76619(N)    100 44 37.15027(W)     ADJUSTED  
 RR0846* NAVD 88     -       703.3    (meters)    2307.     (feet)  VERTCON   
 RR0846  ___________________________________________________________________
 RR0846  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 RR0846  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0846
 RR0846  HORZ ORDER  -  FIRST
 RR0846
 RR0846.The horizontal coordinates were established by classical geodetic methods
 RR0846.and adjusted by the National Geodetic Survey in January 1998..
 RR0846
 RR0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0846
 RR0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0846
 RR0846.The geoid height was determined by GEOID03.
 RR0846
 RR0846;                    North         East     Units Scale Factor Converg.
 RR0846;SPC ND S     -   106,299.477   581,339.796   MT  0.99994266   -0 10 39.8
 RR0846;SPC ND S     -   348,751.56  1,907,282.80   iFT  0.99994266   -0 10 39.8
 RR0846;UTM  14      - 5,164,715.564   366,508.673   MT  0.99981904   -1 16 03.2
 RR0846
 RR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0846!SPC ND S     -   0.99989311  x   0.99994266  =   0.99983578
 RR0846!UTM  14      -   0.99989311  x   0.99981904  =   0.99971217
 RR0846
 RR0846:                Primary Azimuth Mark                     Grid Az
 RR0846:SPC ND S     -  MARTIN AZ MK                             151 16 26.3
 RR0846:UTM  14      -  MARTIN AZ MK                             152 21 49.7
 RR0846
 RR0846|---------------------------------------------------------------------|
 RR0846| PID    Reference Object                     Distance      Geod. Az  |
 RR0846|                                                           dddmmss.s |
 RR0846| CO5973 MARTIN AZ MK                                       1510546.5 |
 RR0846| CO5974 MARTIN RM 1                          37.271 METERS 17307     |
 RR0846| CO5975 MARTIN RM 2                          28.834 METERS 27101     |
 RR0846|---------------------------------------------------------------------|
 RR0846
 RR0846                          SUPERSEDED SURVEY CONTROL
 RR0846
 RR0846  NAD 83(1986)-  46 37 21.75842(N)    100 44 37.13541(W) AD(       ) 1
 RR0846  NAD 27      -  46 37 21.77800(N)    100 44 35.68000(W) AD(       ) 1
 RR0846  NGVD 29 (07/19/86)  702.9    (m)         2306.     (f) VERT ANG       
 RR0846
 RR0846.Superseded values are not recommended for survey control.
 RR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0846.See file dsdata.txt to determine how the superseded data were derived.
 RR0846
 RR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6650964716(NAD 83)
 RR0846_MARKER: DS = TRIANGULATION STATION DISK
 RR0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0846
 RR0846  HISTORY     - Date     Condition        Report By
 RR0846  HISTORY     - 1934     MONUMENTED       CGS
 RR0846  HISTORY     - 1948     GOOD             CGS
 RR0846  HISTORY     - 1957     GOOD             CGS
 RR0846  HISTORY     - 1960     GOOD             USGS
 RR0846
 RR0846                          STATION DESCRIPTION
 RR0846
 RR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0846'STATION IS ABOUT 4 MILES W OF HUFF, AND IS IN SEC. 4, T 136 N,
 RR0846'R 80 W.  THE STATION IS NEAR THE HEAD OF A LARGE COULEE IN THE
 RR0846'BLUFFS OVERLOOKING THE MISSOURI RIVER.  THE STATION MARK IS 10
 RR0846'FEET W OF A FENCE LINE.
 RR0846'
 RR0846'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0846'BRONZE DISKS SET IN CONCRETE.
 RR0846'
 RR0846'REFERENCE MARK NO. 1 IS S OF THE STATION AND IS 4 FEET W OF A
 RR0846'FENCE LINE.
 RR0846'
 RR0846'REFERENCE MARK NO. 2 IS W OF THE STATION.
 RR0846'
 RR0846'THE AZIMUTH MARK IS ABOUT 1/2 MILE SE OF THE STATION AND IS SET
 RR0846'IN A FENCE CORNER 27 FEET N OF THE CENTER OF THE ROAD.
 RR0846'
 RR0846'THE STATION IS REACHED FROM SCHMIDT, (A STATION ON THE RAILROAD
 RR0846'SE OF MANDAN) BY GOING E ON THE MAIN ROAD 3.5 MILES TO A
 RR0846'SCHOOLHOUSE ON THE S SIDE OF THE ROAD.  TURN S AT THIS POINT
 RR0846'ON A GRADED ROAD AND FOLLOW THE ROAD UP A COULEE 2.2 MILES TO
 RR0846'A ROAD TURNING TO THE LEFT, OR S.  CONTINUE STRAIGHT AHEAD, W,
 RR0846'0.8 MILE TO A POINT WHERE THE ROAD JOGS S.  TURN OFF THE ROAD
 RR0846'TO THE N AND PASS THROUGH A GATE IN AN E AND W FENCE LINE.
 RR0846'FOLLOW THE FENCE N FOR ABOUT 1/4 MILE, THEN BEAR TO THE NE TO
 RR0846'THE HIGHEST POINT AND THE STATION, 0.4 MILE FROM THE GATE.
 RR0846'
 RR0846'A 25-FOOT STAND WAS ERECTED.
 RR0846
 RR0846                          STATION RECOVERY (1948)
 RR0846
 RR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0846'THE STATION WAS RECOVERED AS DESCRIBED IN 1934, AND ALL MARKS
 RR0846'WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RR0846'
 RR0846'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF BISMARCK, 4 MILES
 RR0846'WEST OF THE VILLAGE OF HUFF, AND ON LAND OWNED BY ORA MARTIN.
 RR0846'IT IS ON THE SUMMIT OF A BLUFF AND OVERLOOKING THE MISSOURI RIVER
 RR0846'TO THE NORTHEAST.
 RR0846'
 RR0846'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE A STANDARD
 RR0846'BRONXE DISKS SET IN CONCRETE.
 RR0846'
 RR0846'THE STATION MARK IS A SQUARE CONCRETE BLOCK THAT PROJECTS 4 INCHES.
 RR0846'IN THE TOP OF THE BLOCK IS A STANDARD BRONZE DISK THAT IS STAMPED
 RR0846'MARTIN 1934.
 RR0846'
 RR0846'THE 1934 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.
 RR0846'
 RR0846'REFERENCE MARK NO. 1 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 RR0846'4 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE MARK
 RR0846'DISK THAT IS STAMPED MARTIN NO 1 1934.
 RR0846'
 RR0846'REFERENCE MARK NO. 2 IS A SQUARE CONCRETE BLOCK THAT PROJECTS
 RR0846'4 INCHES.  IN THE TOP OF THE BLOCK IS A STANDARD REFERENCE MARK
 RR0846'DISK THAT IS STAMPED MARTIN NO 2 1934.
 RR0846'
 RR0846'THE AZIMUTH MARK IS A SQUARE CONCRETE BLOCK THAT PROJECTS 5
 RR0846'INCHES, 27 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 RR0846'ROAD AND 2 FEET NORTH OF A FENCE LINE.  IN THE TOP OF THE CONCRETE
 RR0846'BLOCK IS A STANDARD REFERENCE MARK DISK THAT IS STAMPED MARTIN
 RR0846'AZIMUTH 1934.
 RR0846'
 RR0846'A 15 FOOT STAND IS NEEDED TO SEE STATION LITTLE HEART 1934
 RR0846'
 RR0846'A 4 FOOT STAND IS NEEDED TO SEE STATION DOME
 RR0846'
 RR0846'A 4 FOOT STAND IS NEEDED TO SEE STATION BURLEIGH
 RR0846'
 RR0846'A 4 FOOT STAND IS NEEDED TO SEE STATION DAVENPORT 1934
 RR0846'
 RR0846'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 RR0846
 RR0846                          STATION RECOVERY (1957)
 RR0846
 RR0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0846'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0846'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0846'ADEQUATE.
 RR0846
 RR0846                          STATION RECOVERY (1960)
 RR0846
 RR0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 RR0846'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1531 ***********************************************************************
 SN1531  DESIGNATION -  MARTIN
 SN1531  PID         -  SN1531
 SN1531  STATE/COUNTY-  ND/SHERIDAN
 SN1531  USGS QUAD   -  MARTIN (1986)
 SN1531
 SN1531                         *CURRENT SURVEY CONTROL
 SN1531  ___________________________________________________________________
 SN1531* NAD 83(1996)-  47 50 37.59104(N)    100 04 52.14690(W)     ADJUSTED  
 SN1531* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 SN1531  ___________________________________________________________________
 SN1531  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 SN1531  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 SN1531
 SN1531  HORZ ORDER  -  FIRST
 SN1531
 SN1531.The horizontal coordinates were established by classical geodetic methods
 SN1531.and adjusted by the National Geodetic Survey in January 1998..
 SN1531
 SN1531.The orthometric height was scaled from a topographic map.
 SN1531
 SN1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1531
 SN1531.The geoid height was determined by GEOID03.
 SN1531
 SN1531;                    North         East     Units Scale Factor Converg.
 SN1531;SPC ND N     -    93,896.462   631,349.047   MT  0.99994464   +0 18 42.0
 SN1531;SPC ND N     -   308,059.26  2,071,355.14   iFT  0.99994464   +0 18 42.0
 SN1531;UTM  14      - 5,299,502.540   419,108.211   MT  0.99968041   -0 48 05.5
 SN1531
 SN1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1531!SPC ND N     -   0.99991940  x   0.99994464  =   0.99986404
 SN1531!UTM  14      -   0.99991940  x   0.99968041  =   0.99959983
 SN1531
 SN1531:                Primary Azimuth Mark                     Grid Az
 SN1531:SPC ND N     -  HARVEY MUNICIPAL TANK                    125 40 18.9
 SN1531:UTM  14      -  HARVEY MUNICIPAL TANK                    126 47 06.4
 SN1531
 SN1531|---------------------------------------------------------------------|
 SN1531| PID    Reference Object                     Distance      Geod. Az  |
 SN1531|                                                           dddmmss.s |
 SN1531| SM1217 HARVEY MUNICIPAL TANK               APPROX.13.9 KM 1255900.9 |
 SN1531| CO5976 MARTIN AZ MK                                       1643542.1 |
 SN1531| CO5977 MARTIN RM 1                           8.251 METERS 23018     |
 SN1531| SN1535 ANAMOOSE MUNICIPAL TANK             APPROX.13.0 KM 2901220.7 |
 SN1531| CO5978 MARTIN RM 2                           8.439 METERS 32010     |
 SN1531|---------------------------------------------------------------------|
 SN1531
 SN1531                          SUPERSEDED SURVEY CONTROL
 SN1531
 SN1531  NAD 83(1986)-  47 50 37.59501(N)    100 04 52.14682(W) AD(       ) 1
 SN1531  NAD 27      -  47 50 37.59120(N)    100 04 50.67620(W) AD(       ) 1
 SN1531
 SN1531.Superseded values are not recommended for survey control.
 SN1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1531.See file dsdata.txt to determine how the superseded data were derived.
 SN1531
 SN1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT1910899503(NAD 83)
 SN1531_MARKER: DS = TRIANGULATION STATION DISK
 SN1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1531
 SN1531  HISTORY     - Date     Condition        Report By
 SN1531  HISTORY     - 1962     MONUMENTED       CGS
 SN1531
 SN1531                          STATION DESCRIPTION
 SN1531
 SN1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1531'THE STATION IS LOCATED 1.8 MILES EAST AND 1.2 MILES NORTH OF
 SN1531'THE TOWN OF MARTIN, IN THE NORTH CENTER OF SEC. 1, T150N,
 SN1531'R74W, ON THE HIGHEST POINT OF HILL.
 SN1531'
 SN1531'TO REACH FROM THE POST OFFICE IN MARTIN, GO NORTH ON MAIN
 SN1531'ST. FOR 100 FEET TO U.S. HIGHWAY 52.  TURN RIGHT AND GO EAST
 SN1531'ON U.S. HIGHWAY 52 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 SN1531'LEFT AND GO NORTH 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 SN1531'AND GO EAST 1.7 MILES TO A WIRE GATE ON THE LEFT AND THE AZIMUTH
 SN1531'MARK 37.5 FEET WEST OF THE WEST GATE POST.  PASS THROUGH THE
 SN1531'GATE.  TURN WEST AND GO ON A TRACK ROAD FOR 0.1 MILE.  TURN
 SN1531'RIGHT AND GO NORTH ON A TRACK ROAD FOR 0.8 MILE TO THE TOP
 SN1531'OF A HILL.  TURN LEFT AND GO 0.05 MILE TO THE POINT OF HILL
 SN1531'AND THE STATION.
 SN1531'
 SN1531'THE STATION MARK IS A STANDARD DISK STAMPED MARTIN 1962 AND
 SN1531'SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT WHICH
 SN1531'PROJECTS 2 INCHES.  IT IS 5.7 FEET NORTHWEST OF THE WITNESS
 SN1531'POST.
 SN1531'
 SN1531'REFERENCE MARK NO. 1, STAMPED MARTIN NO 1 1962, IS A STANDARD
 SN1531'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1531'WHICH IS FLUSH WITH THE GROUND AND 26.7 FEET SOUTHWEST OF THE
 SN1531'WITNESS POST.
 SN1531'
 SN1531'REFERENCE MARK NO. 2, STAMPED MARTIN NO 2 1962, IS A STANDARD
 SN1531'DISK SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT
 SN1531'WHICH IS FLUSH WITH THE GROUND AND 33.3 FEET NORTHWEST OF THE
 SN1531'WITNESS POST.
 SN1531'
 SN1531'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARTIN 1962 AND
 SN1531'SET IN THE TOP OF A 9-1/2 INCH SQUARE CONCRETE MONUMENT WHICH
 SN1531'PROJECTS 6 INCHES.  IT IS 1.8 FEET NORTH OF THE WITNESS POST,
 SN1531'4.2 FEET EAST OF A POWER POLE, 5.5 FEET NORTH OF A FENCE AND
 SN1531'37.5 FEET WEST OF THE WEST GATE POST.
 SN1531'
 SN1531'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 38.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2075 ***********************************************************************
 TE2075  DESIGNATION -  MARTIN
 TE2075  PID         -  TE2075
 TE2075  STATE/COUNTY-  ND/ROLETTE
 TE2075  USGS QUAD   -  BELCOURT (1968)
 TE2075
 TE2075                         *CURRENT SURVEY CONTROL
 TE2075  ___________________________________________________________________
 TE2075* NAD 83(1996)-  48 50 55.85117(N)    099 42 20.53099(W)     ADJUSTED  
 TE2075* NAVD 88     -       610.3    (meters)    2002.     (feet)  VERTCON   
 TE2075  ___________________________________________________________________
 TE2075  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 TE2075  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 TE2075
 TE2075  HORZ ORDER  -  SECOND
 TE2075
 TE2075.The horizontal coordinates were established by classical geodetic methods
 TE2075.and adjusted by the National Geodetic Survey in January 1998..
 TE2075
 TE2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2075
 TE2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2075
 TE2075.The geoid height was determined by GEOID03.
 TE2075
 TE2075;                    North         East     Units Scale Factor Converg.
 TE2075;SPC ND N     -   205,868.391   658,296.221   MT  1.00002496   +0 35 27.8
 TE2075;SPC ND N     -   675,421.23  2,159,764.50   iFT  1.00002496   +0 35 27.8
 TE2075;UTM  14      - 5,410,893.185   448,227.258   MT  0.99963293   -0 31 53.0
 TE2075
 TE2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2075!SPC ND N     -   0.99990778  x   1.00002496  =   0.99993274
 TE2075!UTM  14      -   0.99990778  x   0.99963293  =   0.99954075
 TE2075
 TE2075:                Primary Azimuth Mark                     Grid Az
 TE2075:SPC ND N     -  ROLLA MUNICIPAL WATER TANK               075 44 07.0
 TE2075:UTM  14      -  ROLLA MUNICIPAL WATER TANK               076 51 27.8
 TE2075
 TE2075|---------------------------------------------------------------------|
 TE2075| PID    Reference Object                     Distance      Geod. Az  |
 TE2075|                                                           dddmmss.s |
 TE2075| TE2072 ROLLA MUNICIPAL WATER TANK          APPROX. 6.7 KM 0761934.8 |
 TE2075| CQ5887 MARTIN RM 2                          19.057 METERS 08549     |
 TE2075| CQ5886 MARTIN RM 1                          20.413 METERS 26858     |
 TE2075|---------------------------------------------------------------------|
 TE2075
 TE2075                          SUPERSEDED SURVEY CONTROL
 TE2075
 TE2075  NAD 83(1986)-  48 50 55.85276(N)    099 42 20.50793(W) AD(       ) 2
 TE2075  NAD 27      -  48 50 55.82900(N)    099 42 18.96010(W) AD(       ) 2
 TE2075  NGVD 29 (07/19/86)  609.9    (m)         2001.     (f) VERT ANG       
 TE2075
 TE2075.Superseded values are not recommended for survey control.
 TE2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2075.See file dsdata.txt to determine how the superseded data were derived.
 TE2075
 TE2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV4822710893(NAD 83)
 TE2075_MARKER: DD = SURVEY DISK
 TE2075_SETTING: 0 = UNSPECIFIED SETTING
 TE2075
 TE2075  HISTORY     - Date     Condition        Report By
 TE2075  HISTORY     - 1968     MONUMENTED       USGS
 TE2075
 TE2075                          STATION DESCRIPTION
 TE2075
 TE2075'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2075'THE STATION IS ABOUT 4.2 MI WSW. OF ROLLA, NEAR THE E. SIXTEENTH
 TE2075'COR. BETWEEN SECS. 15 AND 22, T. 162 N., R. 70 W., ON THE E. EDGE OF
 TE2075'A SMALL RIDGE.
 TE2075'
 TE2075'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HWY. 281, STATE
 TE2075'HWY. 5 AND STATE HWY. 30 IN THE W. EDGE OF ROLLA, GO SW. AND W. ON
 TE2075'U. S. HWY. 281 FOR 4.0 MI TO A CROSSROADS, CONTINUE W. FOR 0.2 MI
 TE2075'TO E. EDGE OF A RIDGE AND THE STATION ON THE LEFT.
 TE2075'
 TE2075'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2075'ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 TE2075'TO WITHIN 1 IN. OF CAP, STAMPED ET MARTIN 1968, IS 1125 FT W. AND
 TE2075'69 FT S. OF CENTER OF CROSSROADS, 26 FT N. AND 19 FT W. OF A
 TE2075'POWERLINE POLE, 3.0 FT S. OF A USGS WITNESS POST.
 TE2075'
 TE2075'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2075'COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2075'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MARTIN NO 1 1968, IS W. OF
 TE2075'THE STATION, 1192 FT W. AND 70 FT S. OF CENTER OF CROSSROADS, 25
 TE2075'FT N. AND 87 FT W. OF POWERLINE POLE.  THE MARK IS FLUSH WITH THE
 TE2075'GROUND.
 TE2075'
 TE2075'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2075'COATED ROD, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2075'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MARTIN NO 2 1968 IS E. OF
 TE2075'THE STATION, 1062 FT W. AND 65 FT S. OF CENTER OF CROSSROADS, 31
 TE2075'FT N. AND 44 FT E. OF POWERLINE POLE.  THE MARK IS FLUSH WITH THE
 TE2075'GROUND.
 TE2075'
 TE2075'NO AZIMUTH MARK SET.
 TE2075'
 TE2075'REFERENCE AZIMUTH USED - ROLLA MWT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0870 ***********************************************************************
 RR0870  DESIGNATION -  MARYSVILLE
 RR0870  PID         -  RR0870
 RR0870  STATE/COUNTY-  ND/BURLEIGH
 RR0870  USGS QUAD   -  BISMARCK (1976)
 RR0870
 RR0870                         *CURRENT SURVEY CONTROL
 RR0870  ___________________________________________________________________
 RR0870* NAD 83(1996)-  46 51 09.71321(N)    100 48 09.30157(W)     ADJUSTED  
 RR0870* NAVD 88     -       598.     (meters)    1962.     (feet)  SCALED    
 RR0870  ___________________________________________________________________
 RR0870  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 RR0870  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 RR0870
 RR0870  HORZ ORDER  -  FIRST
 RR0870
 RR0870.The horizontal coordinates were established by classical geodetic methods
 RR0870.and adjusted by the National Geodetic Survey in January 1998..
 RR0870
 RR0870.The orthometric height was scaled from a topographic map.
 RR0870
 RR0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0870
 RR0870.The geoid height was determined by GEOID03.
 RR0870
 RR0870;                    North         East     Units Scale Factor Converg.
 RR0870;SPC ND S     -   131,879.873   576,925.054   MT  0.99993590   -0 13 14.5
 RR0870;SPC ND S     -   432,676.75  1,892,798.73   iFT  0.99993590   -0 13 14.5
 RR0870;UTM  14      - 5,190,372.581   362,582.783   MT  0.99983210   -1 18 55.3
 RR0870
 RR0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0870!SPC ND S     -   0.99990957  x   0.99993590  =   0.99984547
 RR0870!UTM  14      -   0.99990957  x   0.99983210  =   0.99974168
 RR0870
 RR0870|---------------------------------------------------------------------|
 RR0870| PID    Reference Object                     Distance      Geod. Az  |
 RR0870|                                                           dddmmss.s |
 RR0870| CQ5659 MARYSVILLE RM 1                       9.902 METERS 08153     |
 RR0870| CQ5658 MARYSVILLE AZ MK                                   0881025.3 |
 RR0870| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX. 3.8 KM 1550059.9 |
 RR0870| RR0871 BISMARCK MUNICIPAL TANK             APPROX. 4.2 KM 1693217.2 |
 RR0870| CQ5660 MARYSVILLE RM 2                      15.545 METERS 18032     |
 RR0870| RR0883 MANDAN OCCIDENT FLOUR MILL TK       APPROX. 8.4 KM 2413535.5 |
 RR0870| RR0879 MANDAN NO PAC RR SHOPS STACK        APPROX. 7.4 KM 2445648.5 |
 RR0870|---------------------------------------------------------------------|
 RR0870
 RR0870                          SUPERSEDED SURVEY CONTROL
 RR0870
 RR0870  NAD 83(1986)-  46 51 09.70566(N)    100 48 09.28164(W) AD(       ) 1
 RR0870  NAD 27      -  46 51 09.72800(N)    100 48 07.82400(W) AD(       ) 1
 RR0870
 RR0870.Superseded values are not recommended for survey control.
 RR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0870.See file dsdata.txt to determine how the superseded data were derived.
 RR0870
 RR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6258390373(NAD 83)
 RR0870_MARKER: Z = SEE DESCRIPTION
 RR0870_SETTING: 0 = UNSPECIFIED SETTING
 RR0870
 RR0870  HISTORY     - Date     Condition        Report By
 RR0870  HISTORY     - 1889     MONUMENTED       MORC
 RR0870  HISTORY     - 1945     SEE DESCRIPTION  CGS
 RR0870  HISTORY     - 1957     GOOD             CGS
 RR0870
 RR0870                          STATION DESCRIPTION
 RR0870
 RR0870'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0870'MARYSVILLE IS ON LEFT BANK, ON MOUND-SHAPED HILL, ABOUT 4 MILES
 RR0870'NORTHWEST FROM BISMARCK, N. DAKOTA.  ON HIGHER GROUND ONE-FOURTH
 RR0870'OF A MILE EAST IS THE WASHBURN-BISMARCK ROAD.  EL., 1,956.
 RR0870
 RR0870                          STATION RECOVERY (1945)
 RR0870
 RR0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0870'STATION IS LOCATED ABOUT 3 MILES NW OF THE CITY OF BISMARCK
 RR0870'AND 0.4 MILE W OF THE MAIN GRADED DIRT ROAD LEADING N FROM THE
 RR0870'W SECTION OF BISMARCK.
 RR0870'
 RR0870'STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION 5-INCH
 RR0870'PIPE THAT PROJECTS 2 INCHES.  ON THE TOP OF THE PIPE IS A
 RR0870'CAST-IRON CAP WITH A RAISED TRIANGLE AND CAST IN THE CAP IS THE
 RR0870'FOLLOWING LETTERS MISSOURI RIVER COMMISSION.  STATION IS ON THE
 RR0870'SUMMIT OF A LOW, PROMINENT KNOLL.
 RR0870'
 RR0870'REFERENCE MARK 1 IS 32.49 FEET E OF THE STATION AND ABOUT 2 FEET
 RR0870'LOWER IN ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF
 RR0870'A CONCRETE POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 RR0870'STAMPED MARYSVILLE M R C NO 1 1945.
 RR0870'
 RR0870'REFERENCE MARK 2 IS 51.00 FEET S OF THE STATION AND ABOUT 4
 RR0870'FEET LOWER IN ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN
 RR0870'TOP OF A CONCRETE POST.  THE MARK PROJECTS 3 INCHES AND THE
 RR0870'DISK IS STAMPED MARYSVILLE M R C NO 2 1945.
 RR0870'
 RR0870'AZIMUTH MARK IS 0.2 MILE E OF THE STATION, 0.2 MILE W OF A
 RR0870'GRADED DIRT ROAD, 46 FEET N OF A TRACK ROAD, AND 1 FOOT S OF
 RR0870'AN E-W FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF
 RR0870'A CONCRETE POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 RR0870'STAMPED MARYSVILLE M R C 1945.
 RR0870'
 RR0870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 RR0870'WASHINGTON STREET IN THE W SECTION OF THE CITY OF BISMARCK, GO
 RR0870'N ON WASHINGTON STREET FOR 3.2 MILES TO A TRACK ROAD LEFT, TURN
 RR0870'LEFT AND GO W FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 RR0870'DESCRIBED.  CONTINUE ON W FOR 0.2 MILE TO THE SUMMIT OF A
 RR0870'PROMINENT KNOLL AND STATION AS DESCRIBED.
 RR0870'
 RR0870'OBSERVATIONS MADE FROM A 14-FOOT WOODEN STAND.
 RR0870'
 RR0870'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 RR0870
 RR0870                          STATION RECOVERY (1957)
 RR0870
 RR0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0870'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0870'CONDITION.  FOLLOWING IS A NEW DESCRIPTION TO REACH THE STATION
 RR0870'FROM BISMARCK--
 RR0870'
 RR0870'TO REACH FROM BISMARCK, FROM THE JUNCTION OF U.S. HIGHWAY 10
 RR0870'AND WASHINGTON STREET ABOUT 5-1/2 BLOCKS WEST OF THE RAILROAD
 RR0870'STATION, GO NORTH ON WASHINGTON STREET FOR 3.35 MILES TO A
 RR0870'T-ROAD RIGHT AND A TRACK ROAD ON THE LEFT, TURN LEFT AND GO
 RR0870'WEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 RR0870'WEST-SOUTHWEST FOR 0.2 MILE TO SUMMIT OF A SMALL KNOLL AND
 RR0870'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1678 ***********************************************************************
 SN1678  DESIGNATION -  MAST
 SN1678  PID         -  SN1678
 SN1678  STATE/COUNTY-  ND/OLIVER
 SN1678  USGS QUAD   -  HANNOVER NW (1968)
 SN1678
 SN1678                         *CURRENT SURVEY CONTROL
 SN1678  ___________________________________________________________________
 SN1678* NAD 83(1996)-  47 11 08.58067(N)    101 25 38.19200(W)     ADJUSTED  
 SN1678* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 SN1678  ___________________________________________________________________
 SN1678  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 SN1678  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 SN1678
 SN1678  HORZ ORDER  -  SECOND
 SN1678
 SN1678.The horizontal coordinates were established by classical geodetic methods
 SN1678.and adjusted by the National Geodetic Survey in January 1998..
 SN1678
 SN1678.The orthometric height was scaled from a topographic map.
 SN1678
 SN1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1678
 SN1678.The geoid height was determined by GEOID03.
 SN1678
 SN1678;                    North         East     Units Scale Factor Converg.
 SN1678;SPC ND S     -   169,270.180   529,724.702   MT  0.99995460   -0 40 34.8
 SN1678;SPC ND S     -   555,348.36  1,737,941.94   iFT  0.99995460   -0 40 34.8
 SN1678;UTM  14      - 5,228,660.651   316,109.512   MT  1.00001561   -1 46 51.8
 SN1678
 SN1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1678!SPC ND S     -   0.99989493  x   0.99995460  =   0.99984953
 SN1678!UTM  14      -   0.99989493  x   1.00001561  =   0.99991054
 SN1678
 SN1678|---------------------------------------------------------------------|
 SN1678| PID    Reference Object                     Distance      Geod. Az  |
 SN1678|                                                           dddmmss.s |
 SN1678| CQ8562 MAST RM 1                             9.559 METERS 16809     |
 SN1678| SN1679 HANOVER ST HWY DEPT RADIO MAST       92.092 METERS 28941     |
 SN1678| SN1697 HANOVER NW BELL MICROWAVE           APPROX. 9.3 KM 3592919.5 |
 SN1678| CQ8563 MAST RM 2                            22.428 METERS 35951     |
 SN1678|---------------------------------------------------------------------|
 SN1678
 SN1678                          SUPERSEDED SURVEY CONTROL
 SN1678
 SN1678  NAD 83(1986)-  47 11 08.57916(N)    101 25 38.18048(W) AD(       ) 2
 SN1678  NAD 27      -  47 11 08.58118(N)    101 25 36.60347(W) AD(       ) 2
 SN1678
 SN1678.Superseded values are not recommended for survey control.
 SN1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1678.See file dsdata.txt to determine how the superseded data were derived.
 SN1678
 SN1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1611028661(NAD 83)
 SN1678_MARKER: DD = SURVEY DISK
 SN1678_SETTING: 0 = UNSPECIFIED SETTING
 SN1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1678+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 SN1678
 SN1678  HISTORY     - Date     Condition        Report By
 SN1678  HISTORY     - 1967     MONUMENTED       USGS
 SN1678  HISTORY     - 20060526 GOOD             INDIV
 SN1678
 SN1678                          STATION DESCRIPTION
 SN1678
 SN1678'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (KE)
 SN1678'THE STATION IS LOCATED 6.0 MI W. AND 5.0 MI N. OF CENTER, NEAR THE
 SN1678'S. SIXTEENTH COR. BETWEEN SECS. 22 AND 23, T. 143 N., R. 85 W.
 SN1678'
 SN1678'TO REACH THE STATION FROM CENTER, GO W. 6.0 MI TO THE INTERSECTION OF
 SN1678'STATE HWY. 25 AND 31 AT HANOVER, TURN RIGHT AND GO 5.2 MI TO THE
 SN1678'HIGH POINT NEAREST THE HWY. TO THE STATION.
 SN1678'
 SN1678'STATION MARK IS 167 FT W. OF CENTER OF STATE HWY. 31, 270 FT E. AND
 SN1678'105 FT S. OF STATE HWY. DEPT. RADIO MAST, 4 FT W. OF A WITNESS
 SN1678'POST.  STAMPED ET MAST 1967.
 SN1678'
 SN1678'REFERENCE MARK NO. 1 IS SSE. OF STATION, 4 FT N. OF A WHITE HWY.
 SN1678'RIGHT-OF-WAY POST, STAMPED MAST NO 1 1967.
 SN1678'
 SN1678'REFERENCE MARK NO. 2 IS N. OF STATION, 2 FT E. OF A CONCRETE
 SN1678'ENCRUSTED GRANITE BOULDER, STAMPED MAST NO 2 1967.
 SN1678'
 SN1678'AZIMUTH MARK NO. 1 IS THE FLASHING RED LIGHT ATOP THE STATE HWY.
 SN1678'DEPT. RADIO MAST, ABOUT 0.06 MI WNW.
 SN1678'
 SN1678'AZIMUTH MARK NO. 2 IS THE FLASHING RED LIGHT ATOP THE NORTHWESTERN
 SN1678'BELL TELEPHONE MICRO-WAVE MAST ABOUT 6.0 MI N.
 SN1678'
 SN1678'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 ARE FLUSH
 SN1678'WITH THE GROUND, STANDARD TABLETS CRIMPED ON ONE-HALF IN. COPPER
 SN1678'COATED RODS, CENTERED IN 6 IN. DIAMETER TILES, 12 IN. LONG FILLED
 SN1678'WITH GRAVEL TO WITHIN 1 IN. OF THE CAP.
 SN1678
 SN1678                          STATION RECOVERY (2006)
 SN1678
 SN1678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SFS)
 SN1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1624 ***********************************************************************
 SN1624  DESIGNATION -  MATT
 SN1624  PID         -  SN1624
 SN1624  STATE/COUNTY-  ND/WARD
 SN1624  USGS QUAD   -  BENEDICT SW (1981)
 SN1624
 SN1624                         *CURRENT SURVEY CONTROL
 SN1624  ___________________________________________________________________
 SN1624* NAD 83(1996)-  47 52 12.19934(N)    101 13 17.54825(W)     ADJUSTED  
 SN1624* NAVD 88     -       675.39   (+/-2cm)    2215.8    (feet)  VERTCON   
 SN1624  ___________________________________________________________________
 SN1624  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 SN1624  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN1624
 SN1624  HORZ ORDER  -  FIRST
 SN1624  VERT ORDER  -  THIRD ? (See Below)
 SN1624
 SN1624.The horizontal coordinates were established by classical geodetic methods
 SN1624.and adjusted by the National Geodetic Survey in January 1998..
 SN1624
 SN1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1624.The vertical order pertains to the NGVD 29 superseded value.
 SN1624
 SN1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1624
 SN1624.The geoid height was determined by GEOID03.
 SN1624
 SN1624;                    North         East     Units Scale Factor Converg.
 SN1624;SPC ND N     -    96,985.959   546,023.531   MT  0.99994283   -0 32 12.9
 SN1624;SPC ND N     -   318,195.40  1,791,415.78   iFT  0.99994283   -0 32 12.9
 SN1624;UTM  14      - 5,304,246.684   333,871.407   MT  0.99993914   -1 38 52.5
 SN1624
 SN1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1624!SPC ND N     -   0.99989731  x   0.99994283  =   0.99984015
 SN1624!UTM  14      -   0.99989731  x   0.99993914  =   0.99983646
 SN1624
 SN1624|---------------------------------------------------------------------|
 SN1624| PID    Reference Object                     Distance      Geod. Az  |
 SN1624|                                                           dddmmss.s |
 SN1624| SN0493 MATT RM 2                            28.723 METERS 00000     |
 SN1624| SN1619 NW BELL TELEPHONE MICROWAVE         APPROX.12.2 KM 0614312.7 |
 SN1624| SN1623 MAX MUNICIPAL TANK                  APPROX. 7.8 KM 2281647.9 |
 SN1624| SN0492 MATT RM 1                            29.607 METERS 26900     |
 SN1624| SN1646 TV STATION KMOT 7 MI N OF MAX       APPROX. 8.1 KM 3175346.4 |
 SN1624| CQ8564 MATT AZ MK                                         3230409.7 |
 SN1624|---------------------------------------------------------------------|
 SN1624
 SN1624                          SUPERSEDED SURVEY CONTROL
 SN1624
 SN1624  NAD 83(1986)-  47 52 12.19970(N)    101 13 17.54439(W) AD(       ) 1
 SN1624  NAD 27      -  47 52 12.18080(N)    101 13 15.97570(W) AD(       ) 1
 SN1624  NGVD 29 (07/19/86)  675.00   (m)         2214.6    (f) LEVELING    3  
 SN1624
 SN1624.Superseded values are not recommended for survey control.
 SN1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1624.See file dsdata.txt to determine how the superseded data were derived.
 SN1624
 SN1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU3387104247(NAD 83)
 SN1624_MARKER: DS = TRIANGULATION STATION DISK
 SN1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1624
 SN1624  HISTORY     - Date     Condition        Report By
 SN1624  HISTORY     - 1934     MONUMENTED       CGS
 SN1624  HISTORY     - 1961     SEE DESCRIPTION  CGS
 SN1624  HISTORY     - 1962     GOOD             CGS
 SN1624
 SN1624                          STATION DESCRIPTION
 SN1624
 SN1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 SN1624'STATION IS LOCATED 4 MILES (AIR LINE), NE OF THE TOWN OF MAX,
 SN1624'ON A HILL 1/3 MILE E OF MATT GRUZENSKYS FARMHOUSE IN SEC. 30,
 SN1624'T 151 N, R 82 W.  IT IS AT THE S EDGE OF A WHEAT FIELD, 20 YARDS
 SN1624'W OF THE HIGHEST PART OF THE HILL WHERE THE E-W FENCE LINE
 SN1624'PASSES OVER THE HILL, AND ABOUT 200 YARDS W OF A FENCE
 SN1624'INTERSECTION, WHICH IS THE CENTER OF THE SECTION.  THE MARK IS
 SN1624'1-1/2 FEET N OF THE FENCE LINE.
 SN1624'
 SN1624'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1624'BRONZE DISKS SET IN CONCRETE.
 SN1624'
 SN1624'REFERENCE MARK NO. 1 IS W OF THE STATION.  IT IS LOCATED ON
 SN1624'THE E-W FENCE LINE.  REFERENCE MARK NO. 2 IS N OF THE STATION
 SN1624'AND 94.75 FEET N OF THE E-W FENCE LINE.
 SN1624'
 SN1624'THE AZIMUTH MARK IS NNW OF THE STATION, 1 FOOT E OF A N-S
 SN1624'SECTION-LINE FENCE, AND 12 FEET W OF A N-S SECTION-LINE ROAD.
 SN1624'
 SN1624'THE STATION MAY BE REACHED FROM MAX, BY DRIVING N ON U.S.
 SN1624'HIGHWAY 83, 3 MILES FROM THE POINT WHERE THE SOO LINE RAILROAD
 SN1624'CROSSES THIS HIGHWAY IN MAX.  HERE STATE HIGHWAY 23 LEADS OFF
 SN1624'W AND A DIRT ROAD GOES E.  FOLLOW THE DIRT ROAD, E, 3 MILES.
 SN1624'TURN LEFT, N, AND GO 0.5 MILE TO MATT GRUZENSKYS HOUSE.  DRIVE
 SN1624'PAST THE HOUSE, NE, 1/4 MILE TO GATE IN FENCE.  PASS THROUGH
 SN1624'GATE AND DRIVE 1/4 MILE SE ACROSS WHEAT FIELD TO STATION.
 SN1624'
 SN1624'A 15-FOOT STAND WILL CLEAR ALL LINES.
 SN1624
 SN1624                          STATION RECOVERY (1961)
 SN1624
 SN1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ODJ)
 SN1624'STATION MARK HAS BEEN MOVED SLIGHTLY BY ROAD CONSTRUCTION.
 SN1624'REFERENCE AND AZIMUTH MARKS ARE IN EXCELLENT CONDITION.
 SN1624'
 SN1624'TO REACH FROM INTERSECTION OF U.S. HWY 83 AND RAILROAD IN MAX, GO
 SN1624'NORTH ON HWY 83 4 MILES, TURN RIGHT (EAST) ON GRAVEL ROAD 3.0
 SN1624'MILES, TURN RIGHT (SOUTH) ON GRAVEL ROAD 0.5 MILE, TURN LEFT (EAST)
 SN1624'ALONG PRIVATE ROAD AND CONTINUE PAST FARMHOUSE AND ALONG
 SN1624'1/4 SECTION ROAD APPROXIMATELY 0.5 MILE TO ROP OF RISE AND
 SN1624'STATION ON SOUTH SIDE OF ROAD IN DITCH.
 SN1624
 SN1624                          STATION RECOVERY (1962)
 SN1624
 SN1624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1624'THE STATION IS LOCATED 3-1/2 MILES EAST AND 3-1/2 MILES NORTH OF
 SN1624'THE TOWN OF MAX, IN THE SW 1/4 OF SEC. 30, T151N, R82W, NEAR
 SN1624'MR. GRUZENSKYS FARM BUILDINGS.
 SN1624'
 SN1624'TO REACH FROM THE POST OFFICE IN MAX, GO EAST ON THE MAIN
 SN1624'STREET FOR 0.05 MILE TO U.S. HIGHWAY 83.  TURN LEFT AND GO
 SN1624'NORTH ON U.S. HIGHWAY 83 FOR 4 MILES TO A CROSSROAD.  TURN RIGHT
 SN1624'AND GO EAST ON A GRAVELED ROAD FOR 3 MILES TO A CROSSROAD.
 SN1624'TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE AZIMUTH MARK ON
 SN1624'THE RIGHT.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A
 SN1624'ROAD LEFT.  TURN LEFT AND GO EAST 0.1 MILE TO MR. GRUZENSKYS
 SN1624'FARM BUILDINGS.  CONTINUE EAST 0.15 MILE TO THE STATION ON THE
 SN1624'RIGHT
 SN1624'
 SN1624'THE STATION MARK IS A STANDARD DISK STAMPED MATT 1934 RESET
 SN1624'1962 AND IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 SN1624'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 15-1/2 FEET SOUTH OF
 SN1624'THE CENTER OF A GRADED ROAD AND 2.6 FEET WEST OF THE WITNESS
 SN1624'POST.
 SN1624'
 SN1624'REFERENCE MARK NO. 1, STAMPED MATT NO 1 1934, IS A STANDARD
 SN1624'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SN1624'WHICH PROJECTS 6 INCHES.  IT IS 99.7 FEET WEST OF THE WITNESS
 SN1624'POST AND 16 FEET SOUTH OF THE CENTER OF A GRADED ROAD.
 SN1624'
 SN1624'REFERENCE MARK NO. 2, STAMPED MATT NO 2 1934, IS A STANDARD
 SN1624'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1624'PROJECTS 4 INCHES.  IT IS 95.2 FEET NORTH OF THE WITNESS POST, 80
 SN1624'FEET NORTH OF THE CENTER OF A ROAD AND 56 FEET NORTH OF A
 SN1624'EAST-WEST FENCE LINE.
 SN1624'
 SN1624'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 SN1624'MATT AZIMUTH 1934 AND IS SET IN THE TOP OF A 10-INCH SQUARE
 SN1624'CONCRETE MONUMENT WHICH PROJECTS 16-INCHES.  IT IS IN A GRADER
 SN1624'DITCH, 250 FEET SOUTH OF A CROSSROAD, 27 FEET WEST OF THE CENTER
 SN1624'OF A ROAD AND 3.5 FEET EAST OF THE WITNESS POST.
 SN1624'
 SN1624'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 136.58 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0491 ***********************************************************************
 SN0491  DESIGNATION -  MATT RESET
 SN0491  PID         -  SN0491
 SN0491  STATE/COUNTY-  ND/WARD
 SN0491  USGS QUAD   -  BENEDICT SW (1981)
 SN0491
 SN0491                         *CURRENT SURVEY CONTROL
 SN0491  ___________________________________________________________________
 SN0491* NAD 83(1986)-  47 52 11.     (N)    101 13 19.     (W)     SCALED    
 SN0491* NAVD 88     -       675.395  (meters)    2215.86   (feet)  ADJUSTED  
 SN0491  ___________________________________________________________________
 SN0491  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0491  DYNAMIC HT  -         675.468 (meters)    2216.10  (feet)  COMP
 SN0491  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 SN0491
 SN0491  VERT ORDER  -  SECOND    CLASS 0
 SN0491
 SN0491.The horizontal coordinates were scaled from a topographic map and have
 SN0491.an estimated accuracy of +/- 6 seconds.
 SN0491
 SN0491.The orthometric height was determined by differential leveling
 SN0491.and adjusted by the National Geodetic Survey in June 1991..
 SN0491
 SN0491.The geoid height was determined by GEOID03.
 SN0491
 SN0491.The dynamic height is computed by dividing the NAVD 88
 SN0491.geopotential number by the normal gravity value computed on the
 SN0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0491.degrees latitude (g = 980.6199 gals.).
 SN0491
 SN0491.The modeled gravity was interpolated from observed gravity values.
 SN0491
 SN0491;                    North         East    Units  Estimated Accuracy
 SN0491;SPC ND N     -    96,950.      545,990.      MT  (+/- 180 meters Scaled)
 SN0491
 SN0491                          SUPERSEDED SURVEY CONTROL
 SN0491
 SN0491  NGVD 29 (??/??/92)  675.001  (m)         2214.57   (f) ADJ UNCH    2 0
 SN0491
 SN0491.Superseded values are not recommended for survey control.
 SN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0491.See file dsdata.txt to determine how the superseded data were derived.
 SN0491
 SN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU338042(NAD 83)
 SN0491_MARKER: DS = TRIANGULATION STATION DISK
 SN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0491_STAMPING: MATT 1934 RESET 1962
 SN0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0491+STABILITY: SURFACE MOTION
 SN0491
 SN0491  HISTORY     - Date     Condition        Report By
 SN0491  HISTORY     - 1962     MONUMENTED       CGS
 SN0491
 SN0491                          STATION DESCRIPTION
 SN0491
 SN0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0491'6.9 MI NE FROM MAX.
 SN0491'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0491'RAILROAD FROM THE STATION AT MAX, THENCE 2.1 MILE NORTH ALONG A
 SN0491'GRAVELED ROAD, THENCE 0.7 MILE WEST ALONG A DIRT ROAD, ABOUT 0.25 MILE
 SN0491'EAST OF A FARM HOUSE, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY,
 SN0491'98 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE, 15.5 FEET
 SN0491'SOUTH OF THE CENTERLINE OF THE ROAD, 2.3 FEET WEST OF A WITNESS POST,
 SN0491'ABOUT 2.5 FEET BELOW THE LEVEL OF THE ROAD, A DISK IN THE TOP OF A
 SN0491'CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0491'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0492 ***********************************************************************
 SN0492  DESIGNATION -  MATT RM 1
 SN0492  PID         -  SN0492
 SN0492  STATE/COUNTY-  ND/WARD
 SN0492  USGS QUAD   -  BENEDICT SW (1981)
 SN0492
 SN0492                         *CURRENT SURVEY CONTROL
 SN0492  ___________________________________________________________________
 SN0492* NAD 83(1986)-  47 52 12.     (N)    101 13 17.     (W)     SCALED    
 SN0492* NAVD 88     -       674.308  (meters)    2212.29   (feet)  ADJUSTED  
 SN0492  ___________________________________________________________________
 SN0492  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0492  DYNAMIC HT  -         674.381 (meters)    2212.53  (feet)  COMP
 SN0492  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 SN0492
 SN0492  VERT ORDER  -  SECOND    CLASS 0
 SN0492
 SN0492.The horizontal coordinates were scaled from a topographic map and have
 SN0492.an estimated accuracy of +/- 6 seconds.
 SN0492
 SN0492.The orthometric height was determined by differential leveling
 SN0492.and adjusted by the National Geodetic Survey in June 1991..
 SN0492
 SN0492.The geoid height was determined by GEOID03.
 SN0492
 SN0492.The dynamic height is computed by dividing the NAVD 88
 SN0492.geopotential number by the normal gravity value computed on the
 SN0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0492.degrees latitude (g = 980.6199 gals.).
 SN0492
 SN0492.The modeled gravity was interpolated from observed gravity values.
 SN0492
 SN0492;                    North         East    Units  Estimated Accuracy
 SN0492;SPC ND N     -    96,980.      546,040.      MT  (+/- 180 meters Scaled)
 SN0492
 SN0492                          SUPERSEDED SURVEY CONTROL
 SN0492
 SN0492  NGVD 29 (??/??/92)  673.914  (m)         2211.00   (f) ADJ UNCH    2 0
 SN0492
 SN0492.Superseded values are not recommended for survey control.
 SN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0492.See file dsdata.txt to determine how the superseded data were derived.
 SN0492
 SN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU338042(NAD 83)
 SN0492_MARKER: DR = REFERENCE MARK DISK
 SN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0492_STAMPING: MATT NO 1 1934
 SN0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0492+STABILITY: SURFACE MOTION
 SN0492
 SN0492  HISTORY     - Date     Condition        Report By
 SN0492  HISTORY     - 1934     MONUMENTED       CGS
 SN0492  HISTORY     - 1962     GOOD             NGS
 SN0492
 SN0492                          STATION DESCRIPTION
 SN0492
 SN0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0492'6.9 MI NE FROM MAX.
 SN0492'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0492'RAILROAD FROM THE STATION AT MAX, THENCE 2.1 MILE NORTH ALONG A GRADED
 SN0492'ROAD, THENCE 0.7 MILE WEST ALONG A DIRT ROAD, ABOUT 0.25 MILE EAST OF
 SN0492'A FARM HOUSE, ON THE WEST SLOPE NEAR THE TOP OF THE HIGHEST HILL IN
 SN0492'THE VICINITY, 97.2 FEET WEST OF THE STATION BM, 16 FEET SOUTH OF THE
 SN0492'CENTERLINE OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, A
 SN0492'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT. NOTE-- THE
 SN0492'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0492'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0493 ***********************************************************************
 SN0493  DESIGNATION -  MATT RM 2
 SN0493  PID         -  SN0493
 SN0493  STATE/COUNTY-  ND/WARD
 SN0493  USGS QUAD   -  BENEDICT SW (1981)
 SN0493
 SN0493                         *CURRENT SURVEY CONTROL
 SN0493  ___________________________________________________________________
 SN0493* NAD 83(1986)-  47 52 12.     (N)    101 13 17.     (W)     SCALED    
 SN0493* NAVD 88     -       675.303  (meters)    2215.56   (feet)  ADJUSTED  
 SN0493  ___________________________________________________________________
 SN0493  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 SN0493  DYNAMIC HT  -         675.376 (meters)    2215.80  (feet)  COMP
 SN0493  MODELED GRAV-     980,697.2   (mgal)                       NAVD 88
 SN0493
 SN0493  VERT ORDER  -  SECOND    CLASS 0
 SN0493
 SN0493.The horizontal coordinates were scaled from a topographic map and have
 SN0493.an estimated accuracy of +/- 6 seconds.
 SN0493
 SN0493.The orthometric height was determined by differential leveling
 SN0493.and adjusted by the National Geodetic Survey in June 1991..
 SN0493
 SN0493.The geoid height was determined by GEOID03.
 SN0493
 SN0493.The dynamic height is computed by dividing the NAVD 88
 SN0493.geopotential number by the normal gravity value computed on the
 SN0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0493.degrees latitude (g = 980.6199 gals.).
 SN0493
 SN0493.The modeled gravity was interpolated from observed gravity values.
 SN0493
 SN0493;                    North         East    Units  Estimated Accuracy
 SN0493;SPC ND N     -    96,980.      546,040.      MT  (+/- 180 meters Scaled)
 SN0493
 SN0493                          SUPERSEDED SURVEY CONTROL
 SN0493
 SN0493  NGVD 29 (??/??/92)  674.909  (m)         2214.26   (f) ADJ UNCH    2 0
 SN0493
 SN0493.Superseded values are not recommended for survey control.
 SN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0493.See file dsdata.txt to determine how the superseded data were derived.
 SN0493
 SN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU338042(NAD 83)
 SN0493_MARKER: DB = BENCH MARK DISK
 SN0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0493_STAMPING: MATT NO 2 1934
 SN0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0493+STABILITY: SURFACE MOTION
 SN0493
 SN0493  HISTORY     - Date     Condition        Report By
 SN0493  HISTORY     - 1934     MONUMENTED       CGS
 SN0493  HISTORY     - 1962     GOOD             NGS
 SN0493
 SN0493                          STATION DESCRIPTION
 SN0493
 SN0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0493'6.9 MI NE FROM MAX.
 SN0493'ABOUT 4.1 MILE EAST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0493'RAILROAD FROM THE STATION AT MAX, THENCE 2.1 MILE NORTH ALONG A GRADED
 SN0493'ROAD, THENCE 0.7 MILE WEST ALONG A DIRT ROAD, ABOUT 0.25 MILE EAST OF
 SN0493'A FARM HOUSE, ON THE TOP OF THE HIGHEST HILL IN THE VICINITY, 94.2
 SN0493'FEET NORTH OF THE STATION BM, 103 FEET NORTHWEST OF A POWER POLE, 79.5
 SN0493'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET BELOW THE ROAD, A
 SN0493'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. NOTE-- THE
 SN0493'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN0493'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1992 ***********************************************************************
 TE1992  DESIGNATION -  MAUVAIS
 TE1992  PID         -  TE1992
 TE1992  STATE/COUNTY-  ND/BENSON
 TE1992  USGS QUAD   -  TILDEN (1994)
 TE1992
 TE1992                         *CURRENT SURVEY CONTROL
 TE1992  ___________________________________________________________________
 TE1992* NAD 83(1996)-  48 10 48.63972(N)    099 13 28.96101(W)     ADJUSTED  
 TE1992* NAVD 88     -       443.     (meters)    1453.     (feet)  SCALED    
 TE1992  ___________________________________________________________________
 TE1992  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 TE1992  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1992
 TE1992  HORZ ORDER  -  FIRST
 TE1992
 TE1992.The horizontal coordinates were established by classical geodetic methods
 TE1992.and adjusted by the National Geodetic Survey in January 1998..
 TE1992
 TE1992.The orthometric height was scaled from a topographic map.
 TE1992
 TE1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1992
 TE1992.The geoid height was determined by GEOID03.
 TE1992
 TE1992;                    North         East     Units Scale Factor Converg.
 TE1992;SPC ND N     -   131,998.971   694,826.720   MT  0.99993723   +0 56 56.3
 TE1992;SPC ND N     -   433,067.49  2,279,615.22   iFT  0.99993723   +0 56 56.3
 TE1992;UTM  14      - 5,336,350.954   483,295.996   MT  0.99960343   -0 10 02.9
 TE1992
 TE1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1992!SPC ND N     -   0.99993418  x   0.99993723  =   0.99987141
 TE1992!UTM  14      -   0.99993418  x   0.99960343  =   0.99953763
 TE1992
 TE1992|---------------------------------------------------------------------|
 TE1992| PID    Reference Object                     Distance      Geod. Az  |
 TE1992|                                                           dddmmss.s |
 TE1992| TE1634 MAUVAIS RM 3                         10.120 METERS 00110     |
 TE1992| CQ5891 MAUVAIS AZ MK                                      0103239.6 |
 TE1992| CQ5892 MAUVAIS RM 1                         27.682 METERS 08512     |
 TE1992| TE1993 BIG COULEE LUTH CHURCH STEEPLE      APPROX. 3.4 KM 0921030.8 |
 TE1992| CQ5893 MAUVAIS RM 2                         29.217 METERS 13732     |
 TE1992| TE1996 BRINSMADE ST JOHNS CATH CHURCH      APPROX. 7.0 KM 2732720.5 |
 TE1992| TE1995 BRINSMADE LUTH CHURCH STEEPLE       APPROX. 7.2 KM 2733130.6 |
 TE1992| TE1994 BRINSMADE SCHOOL BELFRY             APPROX. 7.2 KM 2734748.9 |
 TE1992| TE1635 MAUVAIS RM 4                         26.627 METERS 29346     |
 TE1992|---------------------------------------------------------------------|
 TE1992
 TE1992                          SUPERSEDED SURVEY CONTROL
 TE1992
 TE1992  NAD 83(1986)-  48 10 48.63929(N)    099 13 28.95969(W) AD(       ) 1
 TE1992  NAD 27      -  48 10 48.64000(N)    099 13 27.46900(W) AD(       ) 1
 TE1992
 TE1992.Superseded values are not recommended for survey control.
 TE1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1992.See file dsdata.txt to determine how the superseded data were derived.
 TE1992
 TE1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8329636351(NAD 83)
 TE1992_MARKER: DS = TRIANGULATION STATION DISK
 TE1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1992
 TE1992  HISTORY     - Date     Condition        Report By
 TE1992  HISTORY     - 1946     MONUMENTED       CGS
 TE1992  HISTORY     - 1974     GOOD             USGS
 TE1992  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TE1992
 TE1992                          STATION DESCRIPTION
 TE1992
 TE1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1992'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF BRINSMADE,
 TE1992'AT THE WEST END OF A TRIANGLE FORMED BY JUNCTIONS OF AN EAST
 TE1992'AND WEST ROAD WITH U.S. HIGHWAY NO. 281, 0.1 MILE WEST OF A
 TE1992'BRIDGE, 60 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 TE1992'EAST AND WEST ROAD, 56 FEET NORTHEAST OF THE APPROXIMATE
 TE1992'CENTERLINE OF THE ROAD CURVING TO THE WEST AND 4 FEET SOUTHWEST
 TE1992'OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 TE1992'IS STAMPED MAUVAIS 1946.
 TE1992'
 TE1992'REFERENCE MARK NO. 1 IS 90.82 FEET EAST OF THE STATION, 52
 TE1992'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE EAST AND
 TE1992'WEST ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TE1992'MAUVAIS NO 1 1946.
 TE1992'
 TE1992'REFERENCE MARK NO. 2 IS 95.85 FEET SOUTHEAST OF THE STATION
 TE1992'AND 39 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 TE1992'ROAD CURVING TO THE WEST.  THE MARK PROJECTS 4 INCHES AND
 TE1992'THE DISK IS STAMPED MAUVAIS NO 2 1946.
 TE1992'
 TE1992'AZIMUTH MARK IS 0.7 MILE NORTHEAST OF THE STATION, ALONG
 TE1992'THE WEST SIDE OF U.S. HIGHWAY NO. 281, 44 FEET WEST OF THE
 TE1992'APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 281, 3 FEET SOUTHWEST
 TE1992'OF A WITNESS POST AND 2 FEET WEST OF THE FENCE.  THE MARK
 TE1992'PROJECTS 3 INCHES AND THE DISK IS STAMPED MAUVAIS 1946.
 TE1992'
 TE1992'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 2 AND U.S.
 TE1992'HIGHWAY NO. 281, 1.0 MILE WEST OF CHURCHS FERRY, GO SOUTH
 TE1992'ON U.S. HIGHWAY NO. 281 FOR 5.0 MILES TO A JOG IN THE ROAD,
 TE1992'TURN RIGHT OVER BRIDGE FOR 0.1 MILE TO ROAD FORKS AND THE STATION.
 TE1992'
 TE1992'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS
 TE1992'BRIDGE 0.1 MILE, TURN LEFT WITH U.S. HIGHWAY NO. 281 FOR
 TE1992'0.7 MILE TO MARK ON THE LEFT.
 TE1992'
 TE1992'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TE1992
 TE1992                          STATION RECOVERY (1974)
 TE1992
 TE1992'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 TE1992'ROADS HAVE BEEN CHANGED.
 TE1992
 TE1992                          STATION RECOVERY (1977)
 TE1992
 TE1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TE1992'THE SURFACE STATION MARK WAS FOUND DESTROYED, IT HAD BEEN PULLED UP
 TE1992'BY A PLOW ACCIDENTLY, IT WAS THEN MOVED TO THE EDGE OF THE FIELD, THE
 TE1992'DISK WAS REMOVED AT THIS TIME.  REFERENCE MARKS NO. 1 AND NO. 2,
 TE1992'AND THE AZIMUTH MARK WERE NOT RECOVERED AND APPARENTLY WERE GRADED
 TE1992'OUT DURING HIGHWAY IMPROVEMENTS.  THE UNDERGROUND STATION MARK
 TE1992'WAS RECOVERED IN GOOD CONDITION 24-INCHES BELOW GROUND
 TE1992'SURFACE WITH THE PROTECTIVE BOARDS STILL INTACT, THE POSITION OF
 TE1992'THE MARK WAS HELD AND THE MARK REMOVED, A NEW UNDERGROUND STATION
 TE1992'MARK WAS SET 4-FEET BELOW GROUND LEVEL AND A NEW SURFACE STATION
 TE1992'MARK WAS PLUMBED OVER IT AT 18-INCHES BELOW GROUND LEVEL.
 TE1992'REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.  AN AZIMUTH MARK WAS NOT
 TE1992'SET AS OTHER STATIONS WERE NOT VISIBLE AT THIS TIME.  U.S. HIGHWAY
 TE1992'281 HAS BEEN STRAIGHTENED IN THIS AREA, IT IS NOW ABOUT 0.15 MILE
 TE1992'EAST OF THE STATION.  THE TRIANGLE WHICH WAS FORMED BY THE
 TE1992'HIGHWAY AND ITS JUNCTION WITH A COUNTY ROAD LEADING WEST IN WHICH
 TE1992'THE STATION AND REFERENCE MARKS WERE LOCATED HAS BEEN ELIMINATED
 TE1992'AND THE AREA IS NOW UNDER CULTIVATION.
 TE1992'
 TE1992'A NEW DESCRIPTION FOLLOWS--
 TE1992'
 TE1992'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF MINNEWAUKAN, 6.5 MILES
 TE1992'SOUTH OF U.S. HIGHWAY 2, 5 MILES EAST OF BRINSMADE, 0.15 MILE WEST
 TE1992'OF U.S. HIGHWAY 281, ALONG THE SOUTH SIDE OF A GRAVELED COUNTY ROAD,
 TE1992'IN A CULTIVATED FIELD WHICH IS FARMED BY MR. WILLIE THOMPSON WHO
 TE1992'LIVES ABOUT ONE MILE SOUTH OF THE STATION.
 TE1992'
 TE1992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 281
 TE1992'ABOUT 1 MILE WEST OF CHURCHS FERRY, GO SOUTH ON HIGHWAY 281 FOR 6.4
 TE1992'MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ABOUT 0.15 MILE TO THE
 TE1992'STATION ON THE LEFT AS DESCRIBED.
 TE1992'
 TE1992'THE STATION MARKS ARE STANDARD DISKS STAMPED MAUVAIS 1946 1977, THE
 TE1992'UNDERGROUND MARK IS SET IN THE TOP OF A CONCRETE BLOCK 4 FEET BELOW
 TE1992'THE SURFACE.  THE SURFACE STATION MARK IS SET IN THE TOP OF A ROUND
 TE1992'CONCRETE MONUMENT 18-INCHES BELOW THE SURFACE.  THE MARKS ARE 420
 TE1992'FEET WEST-SOUTHWEST OF THE WEST END OF A SMALL IRON BRIDGE, 60
 TE1992'FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, AND 34 FEET SOUTH OF
 TE1992'A METAL WITNESS POST.  THE STATION IS ON THE EAST SLOPE OF A LOW
 TE1992'HILL, ABOUT 10 - 12 FEET LOWER THEN THE CREST OF THE HILL.
 TE1992'
 TE1992'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MAUVAIS 1946 NO 3
 TE1992'1977 SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TE1992'4-INCHES.  IT IS 416 FEET WEST OF THE WEST END OF THE BRIDGE, 26
 TE1992'FEET SOUTH OF THE CENTER OF THE ROAD, AND 1.5 FEET EAST OF A METAL
 TE1992'WITNESS POST.
 TE1992'
 TE1992'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MAUVAIS 1946 NO 4
 TE1992'1977 SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TE1992'8-INCHES.  IT IS 497 FEET WEST OF THE WEST END OF THE BRIDGE, 25
 TE1992'FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET EAST-SOUTHEAST OF A
 TE1992'ROAD SIGN, NARROW BRIDGE, AND 1.4 FEET EAST OF A METAL WITNESS
 TE1992'POST.
 TE1992'
 TE1992'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES EAST
 TE1992'OF BRINSMADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1634 ***********************************************************************
 TE1634  DESIGNATION -  MAUVAIS RM 3
 TE1634  PID         -  TE1634
 TE1634  STATE/COUNTY-  ND/BENSON
 TE1634  USGS QUAD   -  TILDEN (1994)
 TE1634
 TE1634                         *CURRENT SURVEY CONTROL
 TE1634  ___________________________________________________________________
 TE1634* NAD 83(1986)-  48 10 49.     (N)    099 13 28.     (W)     SCALED    
 TE1634* NAVD 88     -       442.033  (meters)    1450.24   (feet)  ADJUSTED  
 TE1634  ___________________________________________________________________
 TE1634  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1634  DYNAMIC HT  -         442.107 (meters)    1450.48  (feet)  COMP
 TE1634  MODELED GRAV-     980,767.0   (mgal)                       NAVD 88
 TE1634
 TE1634  VERT ORDER  -  FIRST     CLASS II
 TE1634
 TE1634.The horizontal coordinates were scaled from a topographic map and have
 TE1634.an estimated accuracy of +/- 6 seconds.
 TE1634
 TE1634.The orthometric height was determined by differential leveling
 TE1634.and adjusted by the National Geodetic Survey in June 1991..
 TE1634
 TE1634.The geoid height was determined by GEOID03.
 TE1634
 TE1634.The dynamic height is computed by dividing the NAVD 88
 TE1634.geopotential number by the normal gravity value computed on the
 TE1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1634.degrees latitude (g = 980.6199 gals.).
 TE1634
 TE1634.The modeled gravity was interpolated from observed gravity values.
 TE1634
 TE1634;                    North         East    Units  Estimated Accuracy
 TE1634;SPC ND N     -   132,010.      694,850.      MT  (+/- 180 meters Scaled)
 TE1634
 TE1634                          SUPERSEDED SURVEY CONTROL
 TE1634
 TE1634  NGVD 29 (04/23/90)  441.663  (m)         1449.02   (f) ADJUSTED    1 2
 TE1634
 TE1634.Superseded values are not recommended for survey control.
 TE1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1634.See file dsdata.txt to determine how the superseded data were derived.
 TE1634
 TE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU833363(NAD 83)
 TE1634_MARKER: DR = REFERENCE MARK DISK
 TE1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1634_SP_SET: CONCRETE POST
 TE1634_STAMPING: MAUVAIS 1946 NO 3 1977
 TE1634_MARK LOGO: NGS   
 TE1634_PROJECTION: PROJECTING 20 CENTIMETERS
 TE1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1634+STABILITY: SURFACE MOTION
 TE1634
 TE1634  HISTORY     - Date     Condition        Report By
 TE1634  HISTORY     - 1977     MONUMENTED       NGS
 TE1634  HISTORY     - 1982     GOOD             NGS
 TE1634
 TE1634                          STATION DESCRIPTION
 TE1634
 TE1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1634'8.4 KM (5.2 MI) SOUTH FROM CHURCHS FERRY.
 TE1634'8.1 KM (5.0 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION OF
 TE1634'U.S. HIGHWAY 2 (1.0 MILE WEST OF CHURCHS FERRY), THENCE WEST ON A
 TE1634'GRAVEL ROAD FOR 0.32 KM (0.2 MI), 8.2 METERS (27.0 FT) SOUTH OF THE
 TE1634'GRAVEL ROAD. ALSO 0.16 KM (0.1 MI) WEST OF A SMALL ROAD BRIDGE.
 TE1634'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 TE1634'THE MARK IS 1.2 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1635 ***********************************************************************
 TE1635  DESIGNATION -  MAUVAIS RM 4
 TE1635  PID         -  TE1635
 TE1635  STATE/COUNTY-  ND/BENSON
 TE1635  USGS QUAD   -  TILDEN (1994)
 TE1635
 TE1635                         *CURRENT SURVEY CONTROL
 TE1635  ___________________________________________________________________
 TE1635* NAD 83(1986)-  48 10 49.     (N)    099 13 28.     (W)     SCALED    
 TE1635* NAVD 88     -       442.827  (meters)    1452.84   (feet)  ADJUSTED  
 TE1635  ___________________________________________________________________
 TE1635  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1635  DYNAMIC HT  -         442.901 (meters)    1453.08  (feet)  COMP
 TE1635  MODELED GRAV-     980,767.0   (mgal)                       NAVD 88
 TE1635
 TE1635  VERT ORDER  -  FIRST     CLASS II
 TE1635
 TE1635.The horizontal coordinates were scaled from a topographic map and have
 TE1635.an estimated accuracy of +/- 6 seconds.
 TE1635
 TE1635.The orthometric height was determined by differential leveling
 TE1635.and adjusted by the National Geodetic Survey in June 1991..
 TE1635
 TE1635.The geoid height was determined by GEOID03.
 TE1635
 TE1635.The dynamic height is computed by dividing the NAVD 88
 TE1635.geopotential number by the normal gravity value computed on the
 TE1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1635.degrees latitude (g = 980.6199 gals.).
 TE1635
 TE1635.The modeled gravity was interpolated from observed gravity values.
 TE1635
 TE1635;                    North         East    Units  Estimated Accuracy
 TE1635;SPC ND N     -   132,010.      694,850.      MT  (+/- 180 meters Scaled)
 TE1635
 TE1635                          SUPERSEDED SURVEY CONTROL
 TE1635
 TE1635  NGVD 29 (04/23/90)  442.457  (m)         1451.63   (f) ADJUSTED    1 2
 TE1635
 TE1635.Superseded values are not recommended for survey control.
 TE1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1635.See file dsdata.txt to determine how the superseded data were derived.
 TE1635
 TE1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU833363(NAD 83)
 TE1635_MARKER: DR = REFERENCE MARK DISK
 TE1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1635_SP_SET: CONCRETE POST
 TE1635_STAMPING: MAUVAIS NO 4 1946 1977
 TE1635_MARK LOGO: NGS   
 TE1635_PROJECTION: PROJECTING 20 CENTIMETERS
 TE1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1635+STABILITY: SURFACE MOTION
 TE1635
 TE1635  HISTORY     - Date     Condition        Report By
 TE1635  HISTORY     - 1977     MONUMENTED       NGS
 TE1635  HISTORY     - 1982     GOOD             NGS
 TE1635
 TE1635                          STATION DESCRIPTION
 TE1635
 TE1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1635'8.4 KM (5.2 MI) SOUTH FROM CHURCHS FERRY.
 TE1635'8.1 KM (5.0 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION OF
 TE1635'U.S. HIGHWAY 2 (1.0 MILE WEST OF CHURCHS FERRY), THENCE WEST ALONG A
 TE1635'GRAVEL ROAD FOR 0.32 KM (0.2 MI), 8.2 METERS (27.0 FT) SOUTH OF THE
 TE1635'CENTER OF THE GRAVEL ROAD.  ALSO 0.16 KM (0.1 MI) WEST OF A SMALL ROAD
 TE1635'BRIDGE.
 TE1635'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TE1635'THE MARK IS 1.2 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0575 ***********************************************************************
 SN0575  DESIGNATION -  MAX
 SN0575  PID         -  SN0575
 SN0575  STATE/COUNTY-  ND/WARD
 SN0575  USGS QUAD   -  MAX (1980)
 SN0575
 SN0575                         *CURRENT SURVEY CONTROL
 SN0575  ___________________________________________________________________
 SN0575* NAD 83(1996)-  47 50 54.21334(N)    101 17 54.93628(W)     ADJUSTED  
 SN0575* NAVD 88     -       668.007  (meters)    2191.62   (feet)  ADJUSTED  
 SN0575  ___________________________________________________________________
 SN0575  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 SN0575  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN0575  DYNAMIC HT  -         668.078 (meters)    2191.85  (feet)  COMP
 SN0575  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 SN0575
 SN0575  HORZ ORDER  -  SECOND
 SN0575  VERT ORDER  -  FIRST     CLASS II
 SN0575
 SN0575.The horizontal coordinates were established by classical geodetic methods
 SN0575.and adjusted by the National Geodetic Survey in January 1998..
 SN0575
 SN0575.The orthometric height was determined by differential leveling
 SN0575.and adjusted by the National Geodetic Survey in June 1991..
 SN0575
 SN0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0575
 SN0575.The geoid height was determined by GEOID03.
 SN0575
 SN0575.The dynamic height is computed by dividing the NAVD 88
 SN0575.geopotential number by the normal gravity value computed on the
 SN0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0575.degrees latitude (g = 980.6199 gals.).
 SN0575
 SN0575.The modeled gravity was interpolated from observed gravity values.
 SN0575
 SN0575;                    North         East     Units Scale Factor Converg.
 SN0575;SPC ND N     -    94,634.492   540,234.687   MT  0.99994431   -0 35 39.3
 SN0575;SPC ND N     -   310,480.62  1,772,423.51   iFT  0.99994431   -0 35 39.3
 SN0575;UTM  14      - 5,302,007.848   328,038.027   MT  0.99996338   -1 42 16.3
 SN0575
 SN0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0575!SPC ND N     -   0.99989844  x   0.99994431  =   0.99984276
 SN0575!UTM  14      -   0.99989844  x   0.99996338  =   0.99986183
 SN0575
 SN0575|---------------------------------------------------------------------|
 SN0575| PID    Reference Object                     Distance      Geod. Az  |
 SN0575|                                                           dddmmss.s |
 SN0575| SN0576 MAX RM 1                              9.592 METERS 00733     |
 SN0575| SN0577 MAX AZ MK                                          0161413.9 |
 SN0575| SN0574 MAX RM 2                             11.403 METERS 08015     |
 SN0575| SN1623 MAX MUNICIPAL TANK                  APPROX. 2.8 KM 1810022.1 |
 SN0575|---------------------------------------------------------------------|
 SN0575
 SN0575                          SUPERSEDED SURVEY CONTROL
 SN0575
 SN0575  NAD 83(1986)-  47 50 54.21341(N)    101 17 54.93201(W) AD(       ) 2
 SN0575  NAD 27      -  47 50 54.19760(N)    101 17 53.34820(W) AD(       ) 2
 SN0575  NGVD 29 (??/??/92)  667.604  (m)         2190.30   (f) ADJ UNCH    1 2
 SN0575
 SN0575.Superseded values are not recommended for survey control.
 SN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0575.See file dsdata.txt to determine how the superseded data were derived.
 SN0575
 SN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU2803802008(NAD 83)
 SN0575_MARKER: DS = TRIANGULATION STATION DISK
 SN0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0575_STAMPING: MAX 1962
 SN0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 SN0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0575+STABILITY: SURFACE MOTION
 SN0575
 SN0575  HISTORY     - Date     Condition        Report By
 SN0575  HISTORY     - 1962     MONUMENTED       CGS
 SN0575  HISTORY     - 1962     GOOD             CGS
 SN0575  HISTORY     - 1981     GOOD             NGS
 SN0575  HISTORY     - 1981     GOOD             NGS
 SN0575
 SN0575                          STATION DESCRIPTION
 SN0575
 SN0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0575'THE STATION IS LOCATED 1/4 MILE WEST AND 2 MILES NORTH OF THE
 SN0575'TOWN OF MAX, IN THE SE 1/4 OF SEC. 33, T151N, R83W, ON THE NORTH
 SN0575'RIGHT-OF-WAY ON A SECTION LINE ROAD.
 SN0575'
 SN0575'TO REACH FROM THE POST OFFICE IN MAX, GO EAST ON THE MAIN
 SN0575'STREET FOR 0.05 MILE TO U.S. HIGHWAY 83.  TURN LEFT AND GO
 SN0575'NORTH ON U.S. HIGHWAY 83 FOR 1.8 MILES TO A SIDE ROAD LEFT.
 SN0575'TURN LEFT AND GO WEST 0.25 MILE TO THE STATION AND REFERENCE
 SN0575'MARKS ON THE RIGHT.
 SN0575'
 SN0575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.25 MILE
 SN0575'TO U.S. HIGHWAY 83.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 83
 SN0575'FOR 0.9 MILE TO THE AZIMUTH MARK ON THE EAST RIGHT-OF-WAY OF
 SN0575'U.S. HIGHWAY 83.
 SN0575'
 SN0575'THE STATION MARK IS A STANDARD DISK STAMPED MAX 1962 AND SET
 SN0575'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0575'5 INCHES.  IT IS 30 FEET NORTH OF A GRADED ROAD, 8 FEET SOUTH OF
 SN0575'THE CORNER OF THE FENCE THAT ENCLOSES THE GRAVEYARD AND 3.2
 SN0575'FEET NORTH EAST OF THE WITNESS POST.
 SN0575'
 SN0575'REFERENCE MARK NO. 1, STAMPED MAX NO 1 1962, IS A STANDARD
 SN0575'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0575'PROJECTS 3 INCHES.  IT IS 60 FEET NORTH OF THE CENTER OF A
 SN0575'GRADED ROAD, 33.4 FEET NORTH OF THE WITNESS POST AND 4 FEET EAST
 SN0575'OF THE FENCE AROUND THE GRAVEYARD.
 SN0575'
 SN0575'REFERENCE MARK NO. 2, STAMPED MAX NO 2 1962, IS A STANDARD DISK
 SN0575'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0575'PROJECTS 5 INCHES.  IT IS 40.1 FEET EAST OF THE WITNESS POST
 SN0575'AND 35 FEET NORTH OF THE GRADED ROAD.
 SN0575'
 SN0575'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MAX 1962 AND SET IN
 SN0575'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0575'4 INCHES.
 SN0575'
 SN0575'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 41.10 FEET.
 SN0575
 SN0575                          STATION RECOVERY (1962)
 SN0575
 SN0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0575'1.6 MI N FROM MAX.
 SN0575'ABOUT 1.3 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0575'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, ON THE WARD-MCLEAN COUNTY
 SN0575'LINE, AT THE SOUTHEAST CORNER OF THE MAX CEMETERY, 30.5 FEET NORTH OF
 SN0575'THE CENTERLINE OF THE ROAD, 8 FEET SOUTH OF THE CEMETERY FENCE LINE
 SN0575'AND IS ABOUT 0.5 FOOT EAST OF THE EXTENDED LINE OF THE FENCE ALONG THE
 SN0575'EAST SIDE OF THE CEMETERY, 2.9 FEET NORTHEAST OF A WITNESS POST, ABOUT
 SN0575'1.5 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SN0575'PROJECTING 0.2 FOOT.
 SN0575
 SN0575                          STATION RECOVERY (1981)
 SN0575
 SN0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 SN0575'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 SN0575'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN HIT
 SN0575'AND THE CONCRETE CHIPPED BUT IS STABLE AND DISTANCES AND DIRECTIONS
 SN0575'CHECKED FAVORABLY TO ALL MARKS.  THE AZIMUTH MARK WAS DESTINED TO BE
 SN0575'DESTROYED BY ROAD CONSTRUCTION IN THE NEAR FUTURE SO A SECOND AZIMUTH
 SN0575'MARK WAS ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 SN0575'
 SN0575'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) NORTH OF MAX NEAR THE
 SN0575'SOUTHEAST CORNER OF THE MAX CEMETERY AND ON THE NORTH SIDE OF A
 SN0575'GRAVELED ROAD.  IT IS ABOUT 0.4 KM (0.25 MI) WEST OF HIGHWAY 83.
 SN0575'
 SN0575'TO REACH THE STATION FROM THE POST OFFICE IN MAX, GO EAST ON MAIN
 SN0575'STREET FOR 0.1 KM (0.05 MI) TO THE INTERSECTION OF HIGHWAY 83.  TURN
 SN0575'LEFT, NORTH, ON HIGHWAY 83 FOR 2.9 KM (1.8 MI) TO A SIDE ROAD LEFT.
 SN0575'TURN LEFT, WEST, ON A GRAVELED ROAD FOR 0.4 KM (0.25 MI) TO THE
 SN0575'STATION ON THE RIGHT AT THE SOUTHEAST CORNER OF THE MAX CEMETERY.
 SN0575'
 SN0575'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 SN0575'STAMPED---MAX 1962---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 SN0575'25 CM (10 INCHES) ON SIDE PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND
 SN0575'LOCATED 9.1 METERS (30 FEET) N FROM THE CENTER OF THE GRAVELED ROAD,
 SN0575'3.60 METERS (11.8 FEET) SW FROM THE SOUTHEAST CORNER OF THE CEMETERY
 SN0575'FENCE, 2.33 METERS (7.6 FEET) S FROM THE FENCE, AND 0.95 METER (3.1
 SN0575'FEET) ENE FROM THE METAL WITNESS POST.
 SN0575'
 SN0575'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY DISK
 SN0575'SET INTO AN IRREGULAR MASS OF CONCRETE.
 SN0575'
 SN0575'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SN0575'NOS) DISK STAMPED---MAX NO 1 1962---LOCATED INSIDE
 SN0575'CEMETERY FENCE, 18.7 METERS (61.5 FEET) N FROM THE CENTER OF THE
 SN0575'GRAVELED ROAD, 10.1 METERS (33.2 FEET) NNE FROM THE METAL WITNESS
 SN0575'POST, 7.2 METERS (23.8 FEET) NNW FROM THE SOUTHEAST CORNER OF CHAIN
 SN0575'LINK FENCE, 1.35 METERS (4.4 FEET) W FROM THE FENCE, AND .15 METER
 SN0575'(0.5 FOOT) LOWER THAN THE STATION.
 SN0575'
 SN0575'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 SN0575'NOS) DISK STAMPED---MAX NO 2 1962---SET INTO THE TOP OF A SQUARE
 SN0575'CONCRETE MONUMENT LOCATED 10.7 METERS (35 FEET) N FROM THE CENTER OF
 SN0575'THE GRAVELED ROAD, 8.65 METERS (28.4 FEET) E FROM THE SOUTHEAST
 SN0575'CORNER OF THE CEMETARY FENCE, 0.30 METER (1.0 FOOT) W FROM A METAL
 SN0575'WITNESS POST, AND .46 METER (1.5 FEET) LOWER THAN THE STATION.
 SN0575'
 SN0575'AZIMUTH MARK NO. 1 IS A STANDARD C GS DISK STAMPED---MAX 1962---SET
 SN0575'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON A
 SN0575'SIDE PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND.  IT IS 30.2 M (99
 SN0575'FT) EAST OF THE CENTER OF THE HIGHWAY AND 0.4 M (1.3 FT) WEST OF A
 SN0575'METAL WITNESS POST.
 SN0575'
 SN0575'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 SN0575'STAMPED---MAX 1962 NO 2 1981---SET INTO THE TOP OF A ROUND CONCRETE
 SN0575'MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES)
 SN0575'ABOVE THE GROUND LOCATED 29.9 METERS (98 FEET) W FROM THE CENTER OF
 SN0575'THE HIGHWAY, 1.70 METERS (5.6 FEET) NNW FROM THE CENTER OF A POWER
 SN0575'POLE, 1.05 METERS (3.4 FEET) SE FROM A CONCRETE RIGHT OF WAY POST,
 SN0575'AND 0.31 METER (1.0 FOOT) S FROM A METAL WITNESS POST.
 SN0575'
 SN0575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 SN0575'ROAD FOR 0.4 KM (0.25 MI) TO HIGHWAY 83.  TURN LEFT, NORTH, ON
 SN0575'HIGHWAY 83 FOR 1.4 KM (0.9 MI) TO THE NEW AZIMUTH MARK ON THE LEFT.
 SN0575
 SN0575                          STATION RECOVERY (1981)
 SN0575
 SN0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0577 ***********************************************************************
 SN0577  DESIGNATION -  MAX AZ MK
 SN0577  PID         -  SN0577
 SN0577  STATE/COUNTY-  ND/WARD
 SN0577  USGS QUAD   -  MAX (1980)
 SN0577
 SN0577                         *CURRENT SURVEY CONTROL
 SN0577  ___________________________________________________________________
 SN0577* NAD 83(1986)-  47 51 40.     (N)    101 17 35.     (W)     SCALED    
 SN0577* NAVD 88     -       667.705  (meters)    2190.63   (feet)  ADJUSTED  
 SN0577  ___________________________________________________________________
 SN0577  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN0577  DYNAMIC HT  -         667.778 (meters)    2190.87  (feet)  COMP
 SN0577  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SN0577
 SN0577  VERT ORDER  -  FIRST     CLASS II
 SN0577
 SN0577.The horizontal coordinates were scaled from a topographic map and have
 SN0577.an estimated accuracy of +/- 6 seconds.
 SN0577
 SN0577.The orthometric height was determined by differential leveling
 SN0577.and adjusted by the National Geodetic Survey in June 1991..
 SN0577
 SN0577.The geoid height was determined by GEOID03.
 SN0577
 SN0577.The dynamic height is computed by dividing the NAVD 88
 SN0577.geopotential number by the normal gravity value computed on the
 SN0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0577.degrees latitude (g = 980.6199 gals.).
 SN0577
 SN0577.The modeled gravity was interpolated from observed gravity values.
 SN0577
 SN0577;                    North         East    Units  Estimated Accuracy
 SN0577;SPC ND N     -    96,040.      540,660.      MT  (+/- 180 meters Scaled)
 SN0577
 SN0577                          SUPERSEDED SURVEY CONTROL
 SN0577
 SN0577  NGVD 29 (??/??/92)  667.302  (m)         2189.31   (f) ADJ UNCH    1 2
 SN0577
 SN0577.Superseded values are not recommended for survey control.
 SN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0577.See file dsdata.txt to determine how the superseded data were derived.
 SN0577
 SN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284034(NAD 83)
 SN0577_MARKER: DZ = AZIMUTH MARK DISK
 SN0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0577_STAMPING: MAX 1962
 SN0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0577+STABILITY: SURFACE MOTION
 SN0577
 SN0577  HISTORY     - Date     Condition        Report By
 SN0577  HISTORY     - 1962     MONUMENTED       CGS
 SN0577  HISTORY     - 1936     GOOD             NGS
 SN0577
 SN0577                          STATION DESCRIPTION
 SN0577
 SN0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0577'2.3 MI N FROM MAX.
 SN0577'ABOUT 2.3 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0577'406 FEET SOUTHEAST OF THE CENTERLINE OF A ROAD INTERSECTION, STATE
 SN0577'HIGHWAY 53 WEST, 100 FEET EAST OF THE CENTERLINE OF HIGHWAY 83, 8 FEET
 SN0577'SOUTH OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST, ABOUT 12
 SN0577'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SN0577'PROJECTING 0.7 FOOT.
 SN0577
 SN0577                          STATION RECOVERY (1936)
 SN0577
 SN0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 SN0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1426 ***********************************************************************
 SN1426  DESIGNATION -  MAX AZ MK 2
 SN1426  PID         -  SN1426
 SN1426  STATE/COUNTY-  ND/MCLEAN
 SN1426  USGS QUAD   -  MAX (1980)
 SN1426
 SN1426                         *CURRENT SURVEY CONTROL
 SN1426  ___________________________________________________________________
 SN1426* NAD 83(1986)-  47 51 42.     (N)    101 17 37.     (W)     SCALED    
 SN1426* NAVD 88     -       664.818  (meters)    2181.16   (feet)  ADJUSTED  
 SN1426  ___________________________________________________________________
 SN1426  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN1426  DYNAMIC HT  -         664.890 (meters)    2181.39  (feet)  COMP
 SN1426  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SN1426
 SN1426  VERT ORDER  -  FIRST     CLASS II
 SN1426
 SN1426.The horizontal coordinates were scaled from a topographic map and have
 SN1426.an estimated accuracy of +/- 6 seconds.
 SN1426
 SN1426.The orthometric height was determined by differential leveling
 SN1426.and adjusted by the National Geodetic Survey in June 1991..
 SN1426
 SN1426.The geoid height was determined by GEOID03.
 SN1426
 SN1426.The dynamic height is computed by dividing the NAVD 88
 SN1426.geopotential number by the normal gravity value computed on the
 SN1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1426.degrees latitude (g = 980.6199 gals.).
 SN1426
 SN1426.The modeled gravity was interpolated from observed gravity values.
 SN1426
 SN1426;                    North         East    Units  Estimated Accuracy
 SN1426;SPC ND N     -    96,110.      540,620.      MT  (+/- 180 meters Scaled)
 SN1426
 SN1426                          SUPERSEDED SURVEY CONTROL
 SN1426
 SN1426  NGVD 29 (11/04/04)  664.39   (m)         2179.8    (f) RESET       3  
 SN1426
 SN1426.Superseded values are not recommended for survey control.
 SN1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1426.See file dsdata.txt to determine how the superseded data were derived.
 SN1426
 SN1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU284034(NAD 83)
 SN1426_MARKER: DZ = AZIMUTH MARK DISK
 SN1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1426_SP_SET: CONCRETE POST
 SN1426_STAMPING: MAX 1962 NO 2 1981
 SN1426_MARK LOGO: NGS   
 SN1426_PROJECTION: PROJECTING 10 CENTIMETERS
 SN1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1426+STABILITY: SURFACE MOTION
 SN1426
 SN1426  HISTORY     - Date     Condition        Report By
 SN1426  HISTORY     - 1981     MONUMENTED       NGS
 SN1426  HISTORY     - 1982     GOOD             NGS
 SN1426
 SN1426                          STATION DESCRIPTION
 SN1426
 SN1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1426'41.2 KM (25.6 MI) SOUTH FROM MINOT.
 SN1426'41.2 KM (25.6 MI) SOUTHERLY ALONG U. S. HIGHWAY 83 FROM THE POST
 SN1426'OFFICE IN MINOT, 0.2 KM (0.1 MI) SOUTH OF THE INTERSECTION OF STATE
 SN1426'HIGHWAY 53, 29.9 METERS (98.1 FT) WEST OF THE CENTERLINE OF THE SOUTH
 SN1426'BOUND LANES OF THE HIGHWAY, 17.1 METERS (56.1 FT) NORTH-NORTHWEST OF A
 SN1426'UTILITY POLE AND 1.0 METER (3.3 FT) SOUTHEAST OF A CONCRETE HIGHWAY
 SN1426'RIGHT-OF-WAY MARKER.
 SN1426'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SN1426'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1623 ***********************************************************************
 SN1623  DESIGNATION -  MAX MUNICIPAL TANK
 SN1623  PID         -  SN1623
 SN1623  STATE/COUNTY-  ND/MCLEAN
 SN1623  USGS QUAD   -  MAX (1980)
 SN1623
 SN1623                         *CURRENT SURVEY CONTROL
 SN1623  ___________________________________________________________________
 SN1623* NAD 83(1996)-  47 49 24.13676(N)    101 17 57.28531(W)     ADJUSTED  
 SN1623* NAVD 88     -                                                        
 SN1623  ___________________________________________________________________
 SN1623  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 SN1623  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 SN1623
 SN1623  HORZ ORDER  -  THIRD
 SN1623
 SN1623.The horizontal coordinates were established by classical geodetic methods
 SN1623.and adjusted by the National Geodetic Survey in January 1998..
 SN1623
 SN1623
 SN1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1623
 SN1623.The geoid height was determined by GEOID03.
 SN1623
 SN1623;                    North         East     Units Scale Factor Converg.
 SN1623;SPC ND N     -    91,853.258   540,156.980   MT  0.99994620   -0 35 41.1
 SN1623;SPC ND N     -   301,355.83  1,772,168.57   iFT  0.99994620   -0 35 41.1
 SN1623;UTM  14      - 5,299,228.589   327,906.458   MT  0.99996394   -1 42 15.6
 SN1623
 SN1623                          SUPERSEDED SURVEY CONTROL
 SN1623
 SN1623  NAD 83(1986)-  47 49 24.13667(N)    101 17 57.27982(W) AD(       ) 4
 SN1623  NAD 27      -  47 49 24.13000(N)    101 17 55.70300(W) AD(       ) 3
 SN1623
 SN1623.Superseded values are not recommended for survey control.
 SN1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1623.See file dsdata.txt to determine how the superseded data were derived.
 SN1623
 SN1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT2790699229(NAD 83)
 SN1623_MARKER: 53 = ELEVATED TANK
 SN1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SN1623+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 SN1623
 SN1623  HISTORY     - Date     Condition        Report By
 SN1623  HISTORY     - 1962     FIRST OBSERVED   CGS
 SN1623  HISTORY     - 20060909 GOOD             GEOCAC
 SN1623
 SN1623                          STATION DESCRIPTION
 SN1623
 SN1623'DESCRIBED BY GEOCACHING 2006 (WD)
 SN1623'THE TANK IS LIGHT BLUE WITH MAX IN WHITE ON THE EAST SIDE.  IT IS
 SN1623'LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF HILL STRET AND
 SN1623'SIXTH AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0576 ***********************************************************************
 SN0576  DESIGNATION -  MAX RM 1
 SN0576  PID         -  SN0576
 SN0576  STATE/COUNTY-  ND/WARD
 SN0576  USGS QUAD   -  MAX (1980)
 SN0576
 SN0576                         *CURRENT SURVEY CONTROL
 SN0576  ___________________________________________________________________
 SN0576* NAD 83(1986)-  47 50 54.     (N)    101 17 55.     (W)     SCALED    
 SN0576* NAVD 88     -       667.857  (meters)    2191.13   (feet)  ADJUSTED  
 SN0576  ___________________________________________________________________
 SN0576  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN0576  DYNAMIC HT  -         667.928 (meters)    2191.36  (feet)  COMP
 SN0576  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 SN0576
 SN0576  VERT ORDER  -  FIRST     CLASS II
 SN0576
 SN0576.The horizontal coordinates were scaled from a topographic map and have
 SN0576.an estimated accuracy of +/- 6 seconds.
 SN0576
 SN0576.The orthometric height was determined by differential leveling
 SN0576.and adjusted by the National Geodetic Survey in June 1991..
 SN0576
 SN0576.The geoid height was determined by GEOID03.
 SN0576
 SN0576.The dynamic height is computed by dividing the NAVD 88
 SN0576.geopotential number by the normal gravity value computed on the
 SN0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0576.degrees latitude (g = 980.6199 gals.).
 SN0576
 SN0576.The modeled gravity was interpolated from observed gravity values.
 SN0576
 SN0576;                    North         East    Units  Estimated Accuracy
 SN0576;SPC ND N     -    94,630.      540,230.      MT  (+/- 180 meters Scaled)
 SN0576
 SN0576                          SUPERSEDED SURVEY CONTROL
 SN0576
 SN0576  NGVD 29 (??/??/92)  667.453  (m)         2189.80   (f) ADJ UNCH    1 2
 SN0576
 SN0576.Superseded values are not recommended for survey control.
 SN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0576.See file dsdata.txt to determine how the superseded data were derived.
 SN0576
 SN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU280020(NAD 83)
 SN0576_MARKER: DR = REFERENCE MARK DISK
 SN0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0576_STAMPING: MAX NO1 1962
 SN0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0576+STABILITY: SURFACE MOTION
 SN0576
 SN0576  HISTORY     - Date     Condition        Report By
 SN0576  HISTORY     - 1962     MONUMENTED       CGS
 SN0576  HISTORY     - 1981     GOOD             NGS
 SN0576
 SN0576                          STATION DESCRIPTION
 SN0576
 SN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0576'1.6 MI N FROM MAX.
 SN0576'ABOUT 1.4 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0576'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, ON THE WARD-MCLEAN COUNTY
 SN0576'LINE, AT THE SOUTHEAST CORNER OF THE MAX CEMETERY, 62 FEET NORTH OF
 SN0576'THE CENTERLINE OF THE ROAD, 31.4 FEET NORTH OF THE STATION MARK, 28.5
 SN0576'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LAKODUK MONUMENT, 23.5
 SN0576'FEET EAST OF THE CEMETERY FENCE LINE, ABOUT 2.5 FEET BELOW THE ROAD,
 SN0576'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 SN0576
 SN0576                          STATION RECOVERY (1981)
 SN0576
 SN0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SN0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0574 ***********************************************************************
 SN0574  DESIGNATION -  MAX RM 2
 SN0574  PID         -  SN0574
 SN0574  STATE/COUNTY-  ND/WARD
 SN0574  USGS QUAD   -  MAX (1980)
 SN0574
 SN0574                         *CURRENT SURVEY CONTROL
 SN0574  ___________________________________________________________________
 SN0574* NAD 83(1986)-  47 50 54.     (N)    101 17 55.     (W)     SCALED    
 SN0574* NAVD 88     -       667.573  (meters)    2190.20   (feet)  ADJUSTED  
 SN0574  ___________________________________________________________________
 SN0574  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 SN0574  DYNAMIC HT  -         667.645 (meters)    2190.43  (feet)  COMP
 SN0574  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 SN0574
 SN0574  VERT ORDER  -  FIRST     CLASS II
 SN0574
 SN0574.The horizontal coordinates were scaled from a topographic map and have
 SN0574.an estimated accuracy of +/- 6 seconds.
 SN0574
 SN0574.The orthometric height was determined by differential leveling
 SN0574.and adjusted by the National Geodetic Survey in June 1991..
 SN0574
 SN0574.The geoid height was determined by GEOID03.
 SN0574
 SN0574.The dynamic height is computed by dividing the NAVD 88
 SN0574.geopotential number by the normal gravity value computed on the
 SN0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0574.degrees latitude (g = 980.6199 gals.).
 SN0574
 SN0574.The modeled gravity was interpolated from observed gravity values.
 SN0574
 SN0574;                    North         East    Units  Estimated Accuracy
 SN0574;SPC ND N     -    94,630.      540,230.      MT  (+/- 180 meters Scaled)
 SN0574
 SN0574                          SUPERSEDED SURVEY CONTROL
 SN0574
 SN0574  NGVD 29 (??/??/92)  667.170  (m)         2188.87   (f) ADJ UNCH    1 2
 SN0574
 SN0574.Superseded values are not recommended for survey control.
 SN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0574.See file dsdata.txt to determine how the superseded data were derived.
 SN0574
 SN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU280020(NAD 83)
 SN0574_MARKER: DR = REFERENCE MARK DISK
 SN0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0574_STAMPING: MAX NO 2 1962
 SN0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0574+STABILITY: SURFACE MOTION
 SN0574
 SN0574  HISTORY     - Date     Condition        Report By
 SN0574  HISTORY     - 1962     MONUMENTED       CGS
 SN0574
 SN0574                          STATION DESCRIPTION
 SN0574
 SN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0574'1.6 MI N FROM MAX.
 SN0574'ABOUT 1.4 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE MAX PUBLIC SCHOOL,
 SN0574'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, ON THE WARD-MCLEAN COUNTY
 SN0574'LINE, AT THE SOUTHEAST CORNER OF MAX CEMETERY, 37.5 FEET EAST OF THE
 SN0574'CEMETERY FENCE CORNER, 37.4 FEET EAST OF THE STATION MARK, 35 FEET
 SN0574'NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE EXTENDED
 SN0574'FENCE LINE ALONG THE SOUTH SIDE OF THE CEMETERY, 3 FEET BELOW THE
 SN0574'ROAD, SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2099 ***********************************************************************
 TF2099  DESIGNATION -  MAXBASS
 TF2099  PID         -  TF2099
 TF2099  STATE/COUNTY-  ND/BOTTINEAU
 TF2099  USGS QUAD   -  WESTHOPE SE (1951)
 TF2099
 TF2099                         *CURRENT SURVEY CONTROL
 TF2099  ___________________________________________________________________
 TF2099* NAD 83(1996)-  48 48 23.27315(N)    101 07 30.36243(W)     ADJUSTED  
 TF2099* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 TF2099  ___________________________________________________________________
 TF2099  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 TF2099  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 TF2099
 TF2099  HORZ ORDER  -  FIRST
 TF2099
 TF2099.The horizontal coordinates were established by classical geodetic methods
 TF2099.and adjusted by the National Geodetic Survey in January 1998..
 TF2099
 TF2099.The orthometric height was scaled from a topographic map.
 TF2099
 TF2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2099
 TF2099.The geoid height was determined by GEOID03.
 TF2099
 TF2099;                    North         East     Units Scale Factor Converg.
 TF2099;SPC ND N     -   201,040.755   554,083.108   MT  1.00001532   -0 27 54.6
 TF2099;SPC ND N     -   659,582.53  1,817,857.97   iFT  1.00001532   -0 27 54.6
 TF2099;UTM  14      - 5,408,119.630   343,968.134   MT  0.99989910   -1 35 58.0
 TF2099
 TF2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2099!SPC ND N     -   0.99993137  x   1.00001532  =   0.99994668
 TF2099!UTM  14      -   0.99993137  x   0.99989910  =   0.99983047
 TF2099
 TF2099|---------------------------------------------------------------------|
 TF2099| PID    Reference Object                     Distance      Geod. Az  |
 TF2099|                                                           dddmmss.s |
 TF2099| CQ8566 MAXBASS RM 1                         46.778 METERS 17339     |
 TF2099| CQ8565 MAXBASS AZ MK                                      1793753.5 |
 TF2099| CQ8567 MAXBASS RM 2                         49.841 METERS 27019     |
 TF2099|---------------------------------------------------------------------|
 TF2099
 TF2099                          SUPERSEDED SURVEY CONTROL
 TF2099
 TF2099  NAD 83(1986)-  48 48 23.26682(N)    101 07 30.36353(W) AD(       ) 1
 TF2099  NAD 27      -  48 48 23.19020(N)    101 07 28.79240(W) AD(       ) 1
 TF2099
 TF2099.Superseded values are not recommended for survey control.
 TF2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2099.See file dsdata.txt to determine how the superseded data were derived.
 TF2099
 TF2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV4396808120(NAD 83)
 TF2099_MARKER: DS = TRIANGULATION STATION DISK
 TF2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2099
 TF2099  HISTORY     - Date     Condition        Report By
 TF2099  HISTORY     - 1938     MONUMENTED       CGS
 TF2099  HISTORY     - 1948     GOOD             USGS
 TF2099  HISTORY     - 1960     GOOD             CGS
 TF2099  HISTORY     - 1963     GOOD             CGS
 TF2099
 TF2099                          STATION DESCRIPTION
 TF2099
 TF2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2099'STATION IS 6 MILES NORTH AND 1 MILE EAST OF THE TOWN OF MAXBASS,
 TF2099'IN THE SE 1/4 SEC. 35, T. 162 N., R. 81 W., ON THE SOUTHWEST
 TF2099'CORNER OF THE SECTION CORNER, 1.5 FEET NORTH OF THE EAST-AND-WEST
 TF2099'FENCE LINE, 15 FEET WEST OF THE ONLY FENCE CORNER, 25 FEET
 TF2099'SOUTH OF THE CENTER OF AN EAST-AND-WEST DIRT ROAD, 40 FEET
 TF2099'WEST OF THE NORTH-AND-SOUTH DIRT ROAD, AND STAMPED MAXBASS 1938.
 TF2099'A STANDARD DISK IN THE CENTER OF A CONCRETE MONUMENT,
 TF2099'PROJECTING 12 INCHES.
 TF2099'
 TF2099'TO REACH THE STATION FROM MAXBASS POST OFFICE, GO WEST 0.3
 TF2099'MILE, TURN RIGHT (NORTH) AND GO 5.7 MILES, TURN RIGHT (EAST)
 TF2099'AND GO 1.0 MILE TO THE STATION.
 TF2099'
 TF2099'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 TF2099'BRONZE DISKS SET IN CONCRETE.
 TF2099'
 TF2099'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF THE STATION, 1.5 FEET
 TF2099'EAST OF THE NORTH-AND-SOUTH FENCE LINE, AND PROJECTS 12 INCHES,
 TF2099'STAMPED MAXBASS NO. 1, 1938.  REFERENCE MARK NO. 2 IS WEST OF
 TF2099'THE STATION, 2 FEET NORTH OF THE EAST-AND-WEST FENCE LINE, AND
 TF2099'PROJECTS 12 INCHES, STAMPED MAXBASS NO. 2, 1938.
 TF2099'
 TF2099'AZIMUTH MARK IS 0.4 MILE SOUTH OF THE STATION, 1.5 FEET EAST
 TF2099'OF THE NORTH-AND-SOUTH FENCE LINE, 20 FEET WEST OF CENTER LINE
 TF2099'OF DIRT ROAD, ON TOP OF SMALL RIDGE BEARING EAST-WEST.  CONCRETE
 TF2099'MONUMENT, 1 FOOT IN DIAMETER, PROJECTS 12 INCHES, AND STAMPED
 TF2099'MAXBASS 1938.
 TF2099'
 TF2099'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 TF2099
 TF2099                          STATION RECOVERY (1948)
 TF2099
 TF2099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 TF2099'STATION STAMPED MAXBASS 1938 WAS RECOVERED IN GOOD CONDITION.
 TF2099'LOCATED IN THE NE 1/4 SEC. 2, T 161 N, R 81 W.
 TF2099
 TF2099                          STATION RECOVERY (1960)
 TF2099
 TF2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 TF2099'STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TF2099'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 TF2099'FOR BUT WAS NOT FOUND.  THE DESCRIPTION IS ADEQUATE.
 TF2099
 TF2099                          STATION RECOVERY (1963)
 TF2099
 TF2099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2099'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 TF2099'IN THE 1938 DESCRIPTION.  THE 1938 TO REACH IS ADEQUATE.
 TF2099'
 TF2099'A NEW WITNESS POST WAS ESTABLISHED 3.9 FEET NORTHEAST OF THE
 TF2099'STATION, 156.3 FEET NORTH OF REFERENCE MARK NO 1 AND 163.9 FEET
 TF2099'EAST OF REFERENCE MARK NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1663 ***********************************************************************
 SN1663  DESIGNATION -  MAYNARD
 SN1663  PID         -  SN1663
 SN1663  STATE/COUNTY-  ND/MCLEAN
 SN1663  USGS QUAD   -  UNDERWOOD (1980)
 SN1663
 SN1663                         *CURRENT SURVEY CONTROL
 SN1663  ___________________________________________________________________
 SN1663* NAD 83(1996)-  47 25 44.87044(N)    101 12 13.13024(W)     ADJUSTED  
 SN1663* NAVD 88     -       622.     (meters)    2041.     (feet)  SCALED    
 SN1663  ___________________________________________________________________
 SN1663  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 SN1663  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 SN1663
 SN1663  HORZ ORDER  -  SECOND
 SN1663
 SN1663.The horizontal coordinates were established by classical geodetic methods
 SN1663.and adjusted by the National Geodetic Survey in January 1998..
 SN1663
 SN1663.The orthometric height was scaled from a topographic map.
 SN1663
 SN1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1663
 SN1663.The geoid height was determined by GEOID03.
 SN1663
 SN1663;                    North         East     Units Scale Factor Converg.
 SN1663;SPC ND N     -    47,953.686   546,914.096   MT  1.00000083   -0 31 25.0
 SN1663;SPC ND N     -   157,328.37  1,794,337.59   iFT  1.00000083   -0 31 25.0
 SN1663;SPC ND S     -   196,154.341   546,914.657   MT  0.99998971   -0 30 47.6
 SN1663;SPC ND S     -   643,550.99  1,794,339.43   iFT  0.99998971   -0 30 47.6
 SN1663;UTM  14      - 5,255,207.713   333,815.975   MT  0.99993940   -1 37 23.6
 SN1663
 SN1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1663!SPC ND N     -   0.99990564  x   1.00000083  =   0.99990647
 SN1663!SPC ND S     -   0.99990564  x   0.99998971  =   0.99989535
 SN1663!UTM  14      -   0.99990564  x   0.99993940  =   0.99984504
 SN1663
 SN1663|---------------------------------------------------------------------|
 SN1663| PID    Reference Object                     Distance      Geod. Az  |
 SN1663|                                                           dddmmss.s |
 SN1663| CQ8569 MAYNARD RM 2                         17.590 METERS 20403     |
 SN1663| SN1684 CHESTER                             APPROX. 5.8 KM 2703309.3 |
 SN1663| CQ8568 MAYNARD RM 1                         16.103 METERS 29404     |
 SN1663|---------------------------------------------------------------------|
 SN1663
 SN1663                          SUPERSEDED SURVEY CONTROL
 SN1663
 SN1663  NAD 83(1986)-  47 25 44.86972(N)    101 12 13.12046(W) AD(       ) 2
 SN1663  NAD 27      -  47 25 44.88293(N)    101 12 11.56954(W) AD(       ) 2
 SN1663
 SN1663.Superseded values are not recommended for survey control.
 SN1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1663.See file dsdata.txt to determine how the superseded data were derived.
 SN1663
 SN1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT3381655208(NAD 83)
 SN1663_MARKER: DD = SURVEY DISK
 SN1663_SETTING: 0 = UNSPECIFIED SETTING
 SN1663
 SN1663  HISTORY     - Date     Condition        Report By
 SN1663  HISTORY     - 1967     MONUMENTED       USGS
 SN1663  HISTORY     - 1980     GOOD             LOCENG
 SN1663
 SN1663                          STATION DESCRIPTION
 SN1663
 SN1663'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN1663'THE STATION IS LOCATED ABOUT 2.0 MI S. AND 315 MI W. OF UNDERWOOD,
 SN1663'T. 146 N., R. 83 W., NEAR THE NW. COR. SEC. 36.
 SN1663'
 SN1663'TO REACH THE STATION FROM THE RR. CROSSING AND MAIN STREET IN THE
 SN1663'TOWN OF UNDERWOOD, GO W. ALONG MAIN STREET FOR 0.3 MI (5 BLOCKS) TO
 SN1663'THE END OF THE STREET, TURN LEFT (S.) AND GO 2.8 MI TO A
 SN1663'CROSSROADS, TURN RIGHT (W.) AND GO 6.5 MI TO CROSS-FIELD RDS., TURN
 SN1663'RIGHT (N.) AND GO 1.0 MI TO CROSS-FIELD RDS., TURN RIGHT (E.) AND GO
 SN1663'0.1 MI TO POWER LINE CROSSING AND STATION ON RIGHT (S.) APPROX. 110
 SN1663'FT.
 SN1663'
 SN1663'STATION MARK IS 105 FT S. OF CENTER OF FIELD RD., BETWEEN TWO POWER
 SN1663'LINE POLES, 10.5 FT E. OF W. POLE.  9 FT W. OF E. POLE.  STAMPED
 SN1663'ET MAYNARD 1967.
 SN1663'
 SN1663'REFERENCE MARK NO. 1 IS W. OF THE STATION, 42 FT W. OF W. POWER POLE,
 SN1663'108 FT S. OF CENTER OF FIELD RD..  STAMPED MAYNARD NO 1 1967.
 SN1663'
 SN1663'REFERENCE MARK NO. 2 IS SE. OF THE STATION, 60 FT SSE. OF THE W.
 SN1663'POWER POLE AND 66 FT S. OF THE E. POWER POLE, 174 FT S. OF CENTER
 SN1663'OF FIELD RD..  STAMPED MAYNARD NO 2 1967.
 SN1663'
 SN1663'AZIMUTH MARK - NONE SET.
 SN1663'
 SN1663'REFERENCE AZIMUTH OBSERVED TO TOP OF CENTER OF THE W. TOWER OF TWO,
 SN1663'W. OF UNDERWOOD.  ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD
 SN1663'TABLETS CRIMPED ON ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6
 SN1663'IN. DIAMETER TILES, 12 IN. LONG, FILLED WITH GRAVEL TO WITHIN 1
 SN1663'IN.  OF CAP.
 SN1663
 SN1663                          STATION RECOVERY (1980)
 SN1663
 SN1663'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DM)
 SN1663'ET MAYNARD 1967 RECOVERED GOOD.
 SN1663'
 SN1663'MAYNARD NO. 1 1967 RECOVERED GOOD.
 SN1663'
 SN1663'MAYNARD NO. 2 1967 RECOVERED GOOD.
 SN1663'
 SN1663'IN THE DIRECTIONS FROM UNDERWOOD N.D. THE 3RD CALL SHOULD READ (TURN
 SN1663'RIGHT (W.) AND GO 3.0 MILES TO CROSS FIELD RDS.,).
 SN1663'
 SN1663'NOW IS STATES 6.5 MILES.
 SN1663'
 SN1663'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SO. AND 3 MILES
 SN1663'WEST OF UNDERWOOD N.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2127 ***********************************************************************
 TF2127  DESIGNATION -  MAYO
 TF2127  PID         -  TF2127
 TF2127  STATE/COUNTY-  ND/WARD
 TF2127  USGS QUAD   -  DEERING SE (1949)
 TF2127
 TF2127                         *CURRENT SURVEY CONTROL
 TF2127  ___________________________________________________________________
 TF2127* NAD 83(1996)-  48 18 19.46457(N)    101 06 47.02826(W)     ADJUSTED  
 TF2127* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 TF2127  ___________________________________________________________________
 TF2127  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TF2127  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF2127
 TF2127  HORZ ORDER  -  FIRST
 TF2127
 TF2127.The horizontal coordinates were established by classical geodetic methods
 TF2127.and adjusted by the National Geodetic Survey in January 1998..
 TF2127
 TF2127.The orthometric height was scaled from a topographic map.
 TF2127
 TF2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2127
 TF2127.The geoid height was determined by GEOID03.
 TF2127
 TF2127;                    North         East     Units Scale Factor Converg.
 TF2127;SPC ND N     -   145,318.717   554,523.666   MT  0.99994325   -0 27 22.3
 TF2127;SPC ND N     -   476,767.44  1,819,303.37   iFT  0.99994325   -0 27 22.3
 TF2127;UTM  14      - 5,352,403.758   343,311.601   MT  0.99990166   -1 34 41.3
 TF2127
 TF2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2127!SPC ND N     -   0.99992718  x   0.99994325  =   0.99987043
 TF2127!UTM  14      -   0.99992718  x   0.99990166  =   0.99982884
 TF2127
 TF2127:                Primary Azimuth Mark                     Grid Az
 TF2127:SPC ND N     -  EAST WOLSETH CHURCH CROSS                005 08 38.9
 TF2127:UTM  14      -  EAST WOLSETH CHURCH CROSS                006 15 57.9
 TF2127
 TF2127|---------------------------------------------------------------------|
 TF2127| PID    Reference Object                     Distance      Geod. Az  |
 TF2127|                                                           dddmmss.s |
 TF2127| TF2125 EAST WOLSETH CHURCH CROSS           APPROX.15.5 KM 0044116.6 |
 TF2127| TF2126 DEERING CONG CHURCH SPIRE           APPROX.11.0 KM 0241857.7 |
 TF2127| CQ8570 MAYO RM 1                            28.386 METERS 09034     |
 TF2127| TF2077 GRANVILLE CHURCH SPIRE              APPROX.20.5 KM 1021635.1 |
 TF2127| TF2070 NORWICH CHURCH CROSS                APPROX.11.4 KM 1255804.9 |
 TF2127| TF2069 NORWICH SCHOOL FLAGPOLE             APPROX.11.2 KM 1261928.4 |
 TF2127| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX. 7.7 KM 1893709.9 |
 TF2127| TF0991 MAYO AZ MK                                         2222707.6 |
 TF2127| TF2152 MINOT MUNICIPAL TANK                APPROX.15.7 KM 2360024.4 |
 TF2127| CQ8571 MAYO RM 2                            23.894 METERS 26956     |
 TF2127| TF2190 TRINITY LUTH CHURCH STEEPLE         APPROX.11.1 KM 2905736.3 |
 TF2127| TF2182 CHURCH SPIRE 6 MI W OF WOLSETH      APPROX.19.5 KM 3150115.6 |
 TF2127| TF2129 CHURCH SPIRE 3 MI W OF WOLSETH      APPROX.15.6 KM 3315336.9 |
 TF2127|---------------------------------------------------------------------|
 TF2127
 TF2127                          SUPERSEDED SURVEY CONTROL
 TF2127
 TF2127  NAD 83(1986)-  48 18 19.46438(N)    101 06 47.02737(W) AD(       ) 1
 TF2127  NAD 27      -  48 18 19.40950(N)    101 06 45.45490(W) AD(       ) 1
 TF2127
 TF2127.Superseded values are not recommended for survey control.
 TF2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2127.See file dsdata.txt to determine how the superseded data were derived.
 TF2127
 TF2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4331252404(NAD 83)
 TF2127_MARKER: DS = TRIANGULATION STATION DISK
 TF2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2127
 TF2127  HISTORY     - Date     Condition        Report By
 TF2127  HISTORY     - 1938     MONUMENTED       CGS
 TF2127  HISTORY     - 1954     GOOD             CGS
 TF2127  HISTORY     - 1958     GOOD             CGS
 TF2127  HISTORY     - 1963     GOOD             CGS
 TF2127
 TF2127                          STATION DESCRIPTION
 TF2127
 TF2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2127'STATION IS LOCATED 6-1/2 MILES SOUTH-SOUTHWEST OF DEERING,
 TF2127'9-1/2 MILES NORTHEAST OF MINOT, IN SEC. 29, T. 156 N., R. 81 W.
 TF2127'
 TF2127'TO REACH FROM THE DEERING POST OFFICE, GO WEST ON MAIN STREET
 TF2127'FOR ONE-HALF BLOCK, THEN SOUTH ON ROAD PAST THE CHURCH FOR
 TF2127'0.25 MILE.  TURN WEST ON MAIN ROAD AND GO 0.4 MILE, TURN
 TF2127'SOUTH ON GRAVEL ROAD AND GO 0.6 MILE.  AT T-INTERSECTION
 TF2127'TURN WEST ON GRAVEL AND GO 2.0 MILES, TURN SOUTH AT MAILBOX
 TF2127'AND GO 1.0 MILE, TURN WEST ON MAIN ROAD AND GO 1.0 MILE.  AT
 TF2127'T-INTERSECTION TURN SOUTH ON GRADED ROAD AND GO 3.5 MILES,
 TF2127'LEAVE MAIN ROAD AND GO EAST ON SOUTH SIDE OF FENCE LINE 0.5
 TF2127'MILE TO STATION ON LEFT.  MARK SET FLUSH WITH THE FENCE LINE.
 TF2127'
 TF2127'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TF2127'BRONZE DISKS SET IN CONCRETE.
 TF2127'
 TF2127'REFERENCE MARK NO. 1 IS LOCATED 93.11 FEET (28.380 METERS)
 TF2127'EAST IN EAST-WEST FENCE LINE.  IT PROJECTS 8 INCHES.  REFERENCE
 TF2127'MARK NO. 2 IS LOCATED 78.35 FEET (23.882 METERS) WEST, IN
 TF2127'EAST-WEST FENCE LINE.  IT PROJECTS 12 INCHES.
 TF2127'
 TF2127'AZIMUTH MARK IS LOCATED 0.7 MILE SOUTHWEST, ON NORTHWEST
 TF2127'CORNER OF CHURCH.  IT PROJECTS 8 INCHES.  TO REACH AZIMUTH
 TF2127'MARK, GO 0.5 MILE WEST TO ROAD, THEN LEFT, SOUTH 0.4 MILE
 TF2127'TO CHURCH ON EAST.  IT IS LOCATED 65 FEET EAST OF THE CENTER
 TF2127'LINE OF THE NORTH-SOUTH ROAD, 2 FEET WEST OF THE NORTHWEST
 TF2127'CHURCH CORNER, 45 PACES NORTH OF A CEMETERY.
 TF2127'
 TF2127'HEIGHT OF LIGH ABOVE STATION - 23 METERS
 TF2127
 TF2127                          STATION RECOVERY (1954)
 TF2127
 TF2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF2127'THE STATION, REFERENCE MARKS AND AZIMUTH WERE RECOVERED IN
 TF2127'GOOD CONDITION.  THE DESCRIPTION IS STILL ADEQUATE.
 TF2127'
 TF2127'IN THE ORIGINAL DESCRIPTION OF THE AZIMUTH MARK IT MENTIONS
 TF2127'A CHURCH.  AT THIS DATE ONLY THE FOUNDATION OF THE CHURCH
 TF2127'REMAINS.
 TF2127
 TF2127                          STATION RECOVERY (1958)
 TF2127
 TF2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 TF2127'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD
 TF2127'CONDITION.  DIRECTIONS AND DISTANCES TO REFERENCE MARKS
 TF2127'CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 TF2127'FOR THE FOLLOWING.  ALL MARKS ARE FLUSH WITH SURFACE OF GROUND
 TF2127'AND CHURCH BY AZIMUTH MARK HAS BEEN TORN DOWN (CONCRETE AND
 TF2127'BRICK FOUNDATION STILL EXIST).
 TF2127
 TF2127                          STATION RECOVERY (1963)
 TF2127
 TF2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2127'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 TF2127'MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN THE
 TF2127'DISTANCES TO REFERENCE MARKS 1 AND 2 WAS NOTED AND CHECKED.
 TF2127'
 TF2127'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF MINOT,
 TF2127'4-1/2 MILES NORTH OF SURREY AND IN A OLD FENCE LINE SEPERATING
 TF2127'TWO CULTIVATED FIELDS.
 TF2127'
 TF2127'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 TF2127'AND COUNTY ROUTE 12, 1/2 MILE EAST OF SURREY, DRIVE NORTH
 TF2127'ON COUNTY ROUTE 12 FOR 4.2 MILES TO A CROSS ROAD AND THE AZIMUTH
 TF2127'MARK ON THE EAST SIDE OF THE NORTH-SOUTH ROAD AND THE NORTH
 TF2127'SIDE OF THE EAST-WEST ROAD.  TURN RIGHT AND DRIVE EAST ON A
 TF2127'GRAVELED ROAD FOR 0.5 MILE TO A TRACK ROAD LEFT.  TURN LEFT
 TF2127'AND DRIVE NORTH ON THE TRACK ROAD FOR 0.5 MILE TO AN OLD FENCE
 TF2127'LINE.  TURN LEFT AND DRIVE WEST, ON SOUTH SIDE OF FENCE,
 TF2127'FOR 0.05 MILE TO THE STATION.
 TF2127'
 TF2127'THE STATION IS A STANDARD DISK, STAMPED MAYO 1938, SET IN THE
 TF2127'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TF2127'WITH THE GROUND SURFACE.  IT IS 2.4 FEET SOUTH-SOUTHWEST OF A
 TF2127'METAL WITNESS POST WITH A SIGN ATTACHED.
 TF2127'
 TF2127'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAYO NO 1 1938,
 TF2127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2127'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS SET
 TF2127'IN THE EAST-WEST FENCE LINE.
 TF2127'
 TF2127'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAYO NO 2 1938,
 TF2127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2127'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 TF2127'SET IN THE EAST-WEST FENCE LINE.
 TF2127'
 TF2127'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED 1586 MAYO 1938,
 TF2127'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2127'PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 105
 TF2127'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 66
 TF2127'FEET EAST OF THE CENTER OF COUNTY ROUTE 12, 2.6 FEET WEST
 TF2127'OF THE NORTHWEST CORNER OF AN OLD ROCK AND CEMENT FOUNDATION
 TF2127'AND 2.4 FEET NORTHWEST OF A METAL WITNESS POST WITH A SIGN
 TF2127'ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0991 ***********************************************************************
 TF0991  DESIGNATION -  MAYO AZ MK
 TF0991  PID         -  TF0991
 TF0991  STATE/COUNTY-  ND/WARD
 TF0991  USGS QUAD   -  DEERING SE (1949)
 TF0991
 TF0991                         *CURRENT SURVEY CONTROL
 TF0991  ___________________________________________________________________
 TF0991* NAD 83(1986)-  48 17 53.     (N)    101 07 21.     (W)     SCALED    
 TF0991* NAVD 88     -       483.897  (meters)    1587.59   (feet)  ADJUSTED  
 TF0991  ___________________________________________________________________
 TF0991  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 TF0991  DYNAMIC HT  -         483.991 (meters)    1587.89  (feet)  COMP
 TF0991  MODELED GRAV-     980,789.9   (mgal)                       NAVD 88
 TF0991
 TF0991  VERT ORDER  -  SECOND    CLASS 0
 TF0991
 TF0991.The horizontal coordinates were scaled from a topographic map and have
 TF0991.an estimated accuracy of +/- 6 seconds.
 TF0991
 TF0991.The orthometric height was determined by differential leveling
 TF0991.and adjusted by the National Geodetic Survey in June 1991..
 TF0991
 TF0991.The geoid height was determined by GEOID03.
 TF0991
 TF0991.The dynamic height is computed by dividing the NAVD 88
 TF0991.geopotential number by the normal gravity value computed on the
 TF0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0991.degrees latitude (g = 980.6199 gals.).
 TF0991
 TF0991.The modeled gravity was interpolated from observed gravity values.
 TF0991
 TF0991;                    North         East    Units  Estimated Accuracy
 TF0991;SPC ND N     -   144,510.      553,820.      MT  (+/- 180 meters Scaled)
 TF0991
 TF0991                          SUPERSEDED SURVEY CONTROL
 TF0991
 TF0991  NGVD 29 (??/??/92)  483.506  (m)         1586.30   (f) ADJ UNCH    2 0
 TF0991
 TF0991.Superseded values are not recommended for survey control.
 TF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0991.See file dsdata.txt to determine how the superseded data were derived.
 TF0991
 TF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU425516(NAD 83)
 TF0991_MARKER: DZ = AZIMUTH MARK DISK
 TF0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0991_STAMPING: MAYO 1938
 TF0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0991+STABILITY: SURFACE MOTION
 TF0991
 TF0991  HISTORY     - Date     Condition        Report By
 TF0991  HISTORY     - 1938     MONUMENTED       CGS
 TF0991  HISTORY     - 1940     GOOD             NGS
 TF0991
 TF0991                          STATION DESCRIPTION
 TF0991
 TF0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0991'5.2 MI NE FROM SURREY.
 TF0991'1.0 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE CROSSING OF THE GREAT
 TF0991'NORTHERN RAILWAY AT SURREY, WARD COUNTY, THENCE 4.2 MILES NORTH ALONG
 TF0991'THE WOLSETH ROAD.  129 FEET NORTHEAST OF BENCH MARK C 334 DESCRIBED
 TF0991'BELOW, 114 FEET NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING WEST,
 TF0991'60 FEET EAST OF THE CENTER LINE OF THE WOLSETH ROAD, AT A WHITE
 TF0991'CHURCH, AND 2 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING.  A
 TF0991'STANDARD AZIMUTH-MARK DISK, STAMPED MAYO 1938 AND SET IN THE TOP OF A
 TF0991'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0424 ***********************************************************************
 SL0424  DESIGNATION -  MAYVILLE
 SL0424  PID         -  SL0424
 SL0424  STATE/COUNTY-  ND/TRAILL
 SL0424  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0424
 SL0424                         *CURRENT SURVEY CONTROL
 SL0424  ___________________________________________________________________
 SL0424* NAD 83(1986)-  47 30 03.     (N)    097 19 35.     (W)     SCALED    
 SL0424* NAVD 88     -       299.195  (meters)     981.61   (feet)  ADJUSTED  
 SL0424  ___________________________________________________________________
 SL0424  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 SL0424  DYNAMIC HT  -         299.234 (meters)     981.74  (feet)  COMP
 SL0424  MODELED GRAV-     980,736.3   (mgal)                       NAVD 88
 SL0424
 SL0424  VERT ORDER  -  SECOND    CLASS 0
 SL0424
 SL0424.The horizontal coordinates were scaled from a topographic map and have
 SL0424.an estimated accuracy of +/- 6 seconds.
 SL0424
 SL0424.The orthometric height was determined by differential leveling
 SL0424.and adjusted by the National Geodetic Survey in June 1991..
 SL0424.WARNING-Repeat measurements at this control monument indicate possible
 SL0424.vertical movement.
 SL0424
 SL0424.The geoid height was determined by GEOID03.
 SL0424
 SL0424.The dynamic height is computed by dividing the NAVD 88
 SL0424.geopotential number by the normal gravity value computed on the
 SL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0424.degrees latitude (g = 980.6199 gals.).
 SL0424
 SL0424.The modeled gravity was interpolated from observed gravity values.
 SL0424
 SL0424;                    North         East    Units  Estimated Accuracy
 SL0424;SPC ND N     -    60,610.      839,040.      MT  (+/- 180 meters Scaled)
 SL0424
 SL0424                          SUPERSEDED SURVEY CONTROL
 SL0424
 SL0424  NGVD 29 (??/??/92)  298.852  (m)          980.48   (f) ADJ UNCH    2 0
 SL0424
 SL0424.Superseded values are not recommended for survey control.
 SL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0424.See file dsdata.txt to determine how the superseded data were derived.
 SL0424
 SL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT260621(NAD 83)
 SL0424_MARKER: DB = BENCH MARK DISK
 SL0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0424_SP_SET: PILLAR
 SL0424_STAMPING: MAYVILLE 1934
 SL0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0424
 SL0424  HISTORY     - Date     Condition        Report By
 SL0424  HISTORY     - 1934     MONUMENTED       CGS
 SL0424  HISTORY     - 1964     GOOD             NGS
 SL0424
 SL0424                          STATION DESCRIPTION
 SL0424
 SL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0424'IN MAYVILLE.
 SL0424'ABOUT 1 BLOCK NORTH ALONG 1ST AVENUE NORTHEAST FROM THE GREAT NORTHERN
 SL0424'RAILWAY STATION AT MAYVILLE, THENCE 1 BLOCK WEST ALONG 1ST STREET
 SL0424'NORTHEAST, IN S 31, T 147 N, R 52 W, AT THE SOUTHEAST CORNER OF THE
 SL0424'INTERSECTION OF THE STREET AND CENTER AVENUE NORTH, AT THE WEST
 SL0424'ENTRANCE TO THE PUBLIC LIBRARY, SET VERTICALLY IN THE WEST FACE OF THE
 SL0424'SOUTH SANDSTONE PILLAR OF A GUARD RAIL ON THE SOUTH EDGE OF THE
 SL0424'ENTRANCE STEPS, 80 FEET SOUTH OF THE CENTER LINE OF THE STREET, 47
 SL0424'FEET EAST OF THE CENTER LINE OF CENTER AVENUE NORTH, 6 FEET SOUTH OF
 SL0424'THE CENTER ENTRANCE TO THE LIBRARY, ABOUT 4 FEET ABOVE THE LEVEL OF
 SL0424'THE STREET, AND ABOUT 40 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0423 ***********************************************************************
 SL0423  DESIGNATION -  MAYVILLE
 SL0423  PID         -  SL0423
 SL0423  STATE/COUNTY-  ND/TRAILL
 SL0423  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0423
 SL0423                         *CURRENT SURVEY CONTROL
 SL0423  ___________________________________________________________________
 SL0423* NAD 83(1996)-  47 30 17.54430(N)    097 19 28.80011(W)     ADJUSTED  
 SL0423* NAVD 88     -       297.554  (meters)     976.23   (feet)  ADJUSTED  
 SL0423  ___________________________________________________________________
 SL0423  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 SL0423  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL0423  DYNAMIC HT  -         297.593 (meters)     976.35  (feet)  COMP
 SL0423  MODELED GRAV-     980,736.2   (mgal)                       NAVD 88
 SL0423
 SL0423  HORZ ORDER  -  FIRST
 SL0423  VERT ORDER  -  SECOND    CLASS 0
 SL0423
 SL0423.The horizontal coordinates were established by classical geodetic methods
 SL0423.and adjusted by the National Geodetic Survey in January 1998..
 SL0423
 SL0423.The orthometric height was determined by differential leveling
 SL0423.and adjusted by the National Geodetic Survey in June 1991..
 SL0423
 SL0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0423
 SL0423.The geoid height was determined by GEOID03.
 SL0423
 SL0423.The dynamic height is computed by dividing the NAVD 88
 SL0423.geopotential number by the normal gravity value computed on the
 SL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0423.degrees latitude (g = 980.6199 gals.).
 SL0423
 SL0423.The modeled gravity was interpolated from observed gravity values.
 SL0423
 SL0423;                    North         East     Units Scale Factor Converg.
 SL0423;SPC ND N     -    61,064.051   839,147.817   MT  0.99998670   +2 21 46.3
 SL0423;SPC ND N     -   200,341.37  2,753,109.64   iFT  0.99998670   +2 21 46.3
 SL0423;UTM  14      - 5,262,631.540   626,161.874   MT  0.99979560   +1 14 07.6
 SL0423
 SL0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0423!SPC ND N     -   0.99995749  x   0.99998670  =   0.99994419
 SL0423!UTM  14      -   0.99995749  x   0.99979560  =   0.99975309
 SL0423
 SL0423|---------------------------------------------------------------------|
 SL0423| PID    Reference Object                     Distance      Geod. Az  |
 SL0423|                                                           dddmmss.s |
 SL0423| SL0421 MAYVILLE RM 1                        71.398 METERS 07740     |
 SL0423| SL1297 HILLSBORO MUNICIPAL TANK            APPROX.22.7 KM 1190335.7 |
 SL0423| SL1296 HILLSBORO TRAILL CO CTHSE DOME      APPROX.22.7 KM 1194046.7 |
 SL0423| SL0551 MAYVILLE AZ MK                                     1613247.3 |
 SL0423| CQ5668 MAYVILLE RM 2                        63.066 METERS 17336     |
 SL0423| SL1286 MAYVILLE MUNICIPAL TANK             454.504 METERS 1922509.9 |
 SL0423| SL0422 MAYVILLE RM 3                        35.076 METERS 33809     |
 SL0423|---------------------------------------------------------------------|
 SL0423
 SL0423                          SUPERSEDED SURVEY CONTROL
 SL0423
 SL0423  NAD 83(1986)-  47 30 17.54277(N)    097 19 28.79225(W) AD(       ) 1
 SL0423  NAD 27      -  47 30 17.59100(N)    097 19 27.46200(W) AD(       ) 1
 SL0423  NGVD 29 (??/??/92)  297.211  (m)          975.10   (f) ADJ UNCH    2 0
 SL0423
 SL0423.Superseded values are not recommended for survey control.
 SL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0423.See file dsdata.txt to determine how the superseded data were derived.
 SL0423
 SL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2616262632(NAD 83)
 SL0423_MARKER: DS = TRIANGULATION STATION DISK
 SL0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0423_STAMPING: MAYVILLE 1941
 SL0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0423+STABILITY: SURFACE MOTION
 SL0423
 SL0423  HISTORY     - Date     Condition        Report By
 SL0423  HISTORY     - 1941     MONUMENTED       CGS
 SL0423  HISTORY     - 1954     GOOD             CGS
 SL0423  HISTORY     - 1963     GOOD             CGS
 SL0423  HISTORY     - 1964     GOOD             CGS
 SL0423  HISTORY     - 1964     GOOD             NGS
 SL0423  HISTORY     - 20000808 GOOD             NDHD
 SL0423
 SL0423                          STATION DESCRIPTION
 SL0423
 SL0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL0423'STATION IS LOCATED IN THE NE PART OF THE TOWN OF MAYVILLE,
 SL0423'IN THE NW PART OF THE MAYVILLE STATE NORMAL COLLEGE CAMPUS,
 SL0423'NEAR THE CENTER OF THE W EDGE OF SEC. 32, T. 147 N, R. 52 W.
 SL0423'IT IS IN THE SW CORNER OF THE LAWN IN FRONT OF THE HOME OF
 SL0423'MR. GRACE, WHO IS ASSOCIATED WITH THE COLLEGE, 20 FEET E
 SL0423'OF THE CENTER LINE OF A N-S DEAD-END STREET, AND 30 FEET
 SL0423'N OF THE CENTER LINE OF A CAMPUS DRIVE.  THE MARK IS STAMPED
 SL0423'MAYVILLE 1941 AND IS SET FLUSH WITH GROUND.
 SL0423'
 SL0423'SURFACE AND UNDERGROUND MARKS, REFERENCE MARK NO. 1 AND THE
 SL0423'AZIMUTH MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 SL0423'
 SL0423'REFERENCE MARK NO. 1 IS 18 FEET SE OF A GREENHOUSE, 10 FEET
 SL0423'N OF A GRAVEL ROAD AND 10 FEET W OF A LOW RED BRICK BUILDING.
 SL0423'IT IS STAMPED MAYVILLE NO. 1 1941 AND PROJECTS 6 INCHES.
 SL0423'
 SL0423'REFERENCE MARK NO. 2 IS 20 FEET W OF THE CENTER LINE OF A
 SL0423'GRAVEL ROAD AND 25 FEET NE OF THE NE CORNER OF A GARAGE.  IT
 SL0423'IS A STANDARD DISK SET IN A DRILL HOLE IN A CEMENT CURB.  IT
 SL0423'IS STAMPED MAYVILLE NO. 2 1941.
 SL0423'
 SL0423'THE AZIMUTH MARK IS 1 FOOT N OF A SIDEWALK, 46 FEET S OF THE
 SL0423'CENTER LINE OF STATE HIGHWAY 7, 65 FEET W OF A GRAVEL ROAD,
 SL0423'AND 23 FEET N OF A SMALL WHITE HOUSE.  IT IS STAMPED MAYVILLE
 SL0423'1941 AND IS FLUSH WITH THE GROUND.
 SL0423'
 SL0423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SSE, FIRST
 SL0423'ON GRAVEL ROAD THEN ON STATE HIGHWAY 7, FOR 0.5 MILE TO WHERE
 SL0423'HIGHWAY TURNS TO THE LEFT AND THE MARK ON THE RIGHT.
 SL0423'
 SL0423'A 100-FOOT SIGNAL AT EDENDALE IS VISIBLE AT 77 FEET.
 SL0423'
 SL0423'A 90-FOOT SIGNAL AT LITTLE FORKS IS VISIBLE AT 77 FEET.
 SL0423'
 SL0423'A 90-FOOT SIGNAL AT GARFIELD IS VISIBLE AT 77 FEET.
 SL0423'
 SL0423'A 100-FOOT SIGNAL AT MORGAN IS VISIBLE AT 90 FEET.
 SL0423'
 SL0423'A 100-FOOT SIGNAL AT WOLD IS VISIBLE AT 90 FEET.
 SL0423'
 SL0423'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 SL0423
 SL0423                          STATION RECOVERY (1954)
 SL0423
 SL0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL0423'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 SL0423'FOUND IN GOOD CONDITION.
 SL0423'
 SL0423'ADDITIONAL NOTES FOLLOW--
 SL0423'
 SL0423'REFERENCE MARK NO. 1, EAST-NORTHEAST OF THE STATION, IS 10
 SL0423'FEET WEST OF THE WEST EDGE OF A LOW BRICK BUILDING AND 1 FOOT
 SL0423'NORTH OF A RAILROAD LOADING RAMP.
 SL0423'
 SL0423'REFERENCE MARK NO. 2, SOUTH OF THE STATION, IS 35 FEET WEST
 SL0423'OF THE APPROXIMATE CENTER OF COLLEGE DRIVE AND 15 FEET SOUTH
 SL0423'OF A GUYED POWER POLE.
 SL0423'
 SL0423'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COLLEGE
 SL0423'DRIVE FOR 0.5 MILE TO THE AZIMUTH MARK AS PREVIOUSLY DESCRIBED.
 SL0423'
 SL0423'HEIGHT OF LIGHT ABOVE MARK 30 METERS.
 SL0423
 SL0423                          STATION RECOVERY (1963)
 SL0423
 SL0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 SL0423'STATION RECOVERED AND ALL MARKS, EXCEPT R.M. NO. 2, FOUND IN
 SL0423'GOOD CONDITION.  R.M. NO. 2 HAD BEEN DESTROYED BY STREET
 SL0423'IMPROVMENT.  ONE NEW REFERENCE MARK WAS ESTABLISHED AT THIS
 SL0423'TIME TO REPLACE THE ONE THAT HAD BEEN DESTROYED.
 SL0423'
 SL0423'THE STATION IS ON THE EAST SIDE OF THIRD AVENUE NE, 31.4 FEET
 SL0423'NORTH OF THE NORTH RAIL OF A SPUR TRACK, 13.6 FEET SOUTHWEST
 SL0423'OF A STREET LIGHT, 4.8 FEET WEST OF THE WEST EDGE OF A SIDEWALK
 SL0423'AND 4.8 FEET EAST OF THE EAST CURB OF 3RD AVENUE NE.  THE
 SL0423'STATION MARK IS ABOUT 0.6 FEET BELOW THE SURFACE OF THE GROUND.
 SL0423'
 SL0423'R.M. NO. 1 IS EAST-NORTHEAST OF THE STATION, 10 FEET WEST OF
 SL0423'THE WEST EDGE OF A LOW BRICK BUILDING AND 1 FOOT NORTH OF A
 SL0423'CONCRETE RAILROAD LOADING RAMP.
 SL0423'
 SL0423'R.M. NO. 3 IS NORTH-NORTHWEST OF THE STATION, IN THE EAST CURB
 SL0423'OF THE AVENUE, 35.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SL0423'OF A BRICK HOUSE, 17 FEET EAST OF THE CENTERLINE OF 3RD
 SL0423'AVENUE NE AND IS 10 FEET WEST OF THE WEST EDGE OF THE SIDEWALK.
 SL0423'A STANDARD REFERENCE MARK DISK, STAMPED MAYVILLE NO 3 1941 AND
 SL0423'SET IN A DRILL HOLE FLUSH WITH THE CURB.
 SL0423'
 SL0423'THE AZIMUTH MARK IS AT THE INTERSECTION OF 3RD AVENUE SE AND
 SL0423'STATE HIGHWAY 7, ABOUT DUE SOUTH OF THE CENTERLINE OF THE STREET
 SL0423'LEADING NORTH-NORTHWEST, ON THE SOUTH SIDE OF STATE HIGHWAY 7,
 SL0423'ABOUT 2 FEET SOUTH OF THE CURB AND ABOUT 2 FEET NORTH OF THE
 SL0423'SIDEWALK.  THIS MARK IS FLUSH WITH THE GROUND.
 SL0423'
 SL0423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7
 SL0423'AND 3RD AVENUE SE, AT THE AZIMUTH MARK, GO NORTH-NORTHWEST ON
 SL0423'3RD AVENUE SE AND 3RD AVENUE NE FOR 0.5 MILE TO THE STATION
 SL0423'ON THE RIGHT AS DESCRIBED.
 SL0423'
 SL0423'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SL0423
 SL0423                          STATION RECOVERY (1964)
 SL0423
 SL0423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BIW)
 SL0423'ABOUT 2 BLOCKS NORTH ALONG 1ST AVENUE NORTHEAST FROM THE GREAT
 SL0423'NORTHERN RAILWAY STATION AT MAYVILLE, THENCE 2 BLOCKS EAST
 SL0423'ALONG 2ND STREET NORTHEAST, THENCE 2 BLOCKS NORTH ALONG 3RD
 SL0423'AVENUE NORTHEAST, IN SECTION 32, T 147 N, R 52 W, AT THE NORTHWEST
 SL0423'CORNER OF THE MAYVILLE STATE TEACHERS COLLEGE, 22 FEET EAST
 SL0423'OF THE CENTER LINE OF THE AVENUE, 125 FEET SOUTH OF THE
 SL0423'SOUTHWEST CORNER OF A DORMITORY, 31 FEET SOUTH OF THE SOUTH RAIL
 SL0423'OF A TRACK LEADING ONTO THE CAMPUS, 5 FEET EAST OF THE
 SL0423'EAST CURB OF A STREET, 5 FEET WEST OF THE WEST EDGE OF A
 SL0423'SIDEWALK, ABOUT LEVEL WITH THE STREET, AND SET IN THE
 SL0423'TOP OF A CONCRETE POST 5 INCHES BELOW THE LEVEL OF THE
 SL0423'GROUND.
 SL0423'
 SL0423'REFERENCE MARK NO. 1 IS 234 FEET EAST OF THE STATION, 12-1/2
 SL0423'FEET WEST OF THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING,
 SL0423'9 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, AND SET
 SL0423'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SL0423'
 SL0423'REFERENCE MARK NO. 3 IS 115 FEET NORTH OF THE STATION, SET
 SL0423'IN THE TOP OF THE EAST CURB OF 3RD AVENUE NORTHEAST, 19 FEET
 SL0423'EAST OF THE CENTER LINE OF THE AVENUE, AND 36 FEET WEST OF THE
 SL0423'SOUTHWEST CORNER OF A DORMITORY.
 SL0423'
 SL0423'THE AZIMUTH MARK IS AT THE JUNCTION OF STATE HIGHWAY 7 AND 3RD
 SL0423'AVENUE SOUTHEAST, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SL0423'22 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE NUMBER 233 AND
 SL0423'2-1/2 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, AND IN THE TOP
 SL0423'OF A CONCRETE POST LEVEL WITH THE GROUND.
 SL0423
 SL0423                          STATION RECOVERY (1964)
 SL0423
 SL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 SL0423'IN MAYVILLE.
 SL0423'ABOUT 2 BLOCKS NORTH ALONG 1ST AVENUE NORTHEAST FROM THE GREAT
 SL0423'NORTHERN RAILWAY STATION AT MAYVILLE, THENCE 2 BLOCKS EAST ALONG 2ND
 SL0423'STREET NORTHEAST, THENCE 2 BLOCKS NORTH ALONG 3RD AVENUE NORTHEAST, IN
 SL0423'S 32, T 147 N, R 52 W, AT THE NORTHWEST CORNER OF THE MAYVILLE STATE
 SL0423'TEACHERS COLLEGE, 22 FEET EAST OF THE CENTER LINE OF THE AVENUE, 125
 SL0423'FEET SOUTH OF THE SOUTHWEST CORNER OF A DORMATORY, 31 FEET SOUTH OF
 SL0423'THE SOUTH RAIL OF A TRACK LEADING ONTO THE CAMPUS, 5 FEET EAST OF THE
 SL0423'EAST CURB OF A STREET, 5 FEET WEST OF THE WEST EDGE OF A SIDEWALK,
 SL0423'ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST 5
 SL0423'INCHES BELOW THE LEVEL OF THE GROUND.
 SL0423
 SL0423                          STATION RECOVERY (2000)
 SL0423
 SL0423'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL0423'STAMPED 'MAYVILLE 1941'
 SL0423'0.7FT BELOW GROUND. 31.0FT NORTH OF NORTH RAIL OF RAILROAD SPUR,
 SL0423'INSTEAD OF SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0551 ***********************************************************************
 SL0551  DESIGNATION -  MAYVILLE AZ MK
 SL0551  PID         -  SL0551
 SL0551  STATE/COUNTY-  ND/TRAILL
 SL0551  USGS QUAD   -  MAYVILLE SOUTH (1981)
 SL0551
 SL0551                         *CURRENT SURVEY CONTROL
 SL0551  ___________________________________________________________________
 SL0551* NAD 83(1986)-  47 29 52.     (N)    097 19 16.     (W)     SCALED    
 SL0551* NAVD 88     -       297.698  (meters)     976.70   (feet)  ADJUSTED  
 SL0551  ___________________________________________________________________
 SL0551  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 SL0551  DYNAMIC HT  -         297.736 (meters)     976.82  (feet)  COMP
 SL0551  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 SL0551
 SL0551  VERT ORDER  -  SECOND    CLASS 0
 SL0551
 SL0551.The horizontal coordinates were scaled from a topographic map and have
 SL0551.an estimated accuracy of +/- 6 seconds.
 SL0551
 SL0551.The orthometric height was determined by differential leveling
 SL0551.and adjusted by the National Geodetic Survey in June 1991..
 SL0551
 SL0551.The geoid height was determined by GEOID03.
 SL0551
 SL0551.The dynamic height is computed by dividing the NAVD 88
 SL0551.geopotential number by the normal gravity value computed on the
 SL0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0551.degrees latitude (g = 980.6199 gals.).
 SL0551
 SL0551.The modeled gravity was interpolated from observed gravity values.
 SL0551
 SL0551;                    North         East    Units  Estimated Accuracy
 SL0551;SPC ND N     -    60,290.      839,450.      MT  (+/- 180 meters Scaled)
 SL0551
 SL0551                          SUPERSEDED SURVEY CONTROL
 SL0551
 SL0551  NGVD 29 (??/??/92)  297.36   (m)          975.6    (f) COMPUTED    2 0
 SL0551
 SL0551.Superseded values are not recommended for survey control.
 SL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0551.See file dsdata.txt to determine how the superseded data were derived.
 SL0551
 SL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT264618(NAD 83)
 SL0551_MARKER: DZ = AZIMUTH MARK DISK
 SL0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0551_STAMPING: MAYVILLE 1941
 SL0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0551+STABILITY: SURFACE MOTION
 SL0551
 SL0551  HISTORY     - Date     Condition        Report By
 SL0551  HISTORY     - 1941     MONUMENTED       CGS
 SL0551  HISTORY     - 1964     GOOD             NGS
 SL0551
 SL0551                          STATION DESCRIPTION
 SL0551
 SL0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0551'0.2 MI SE FROM MAYVILLE.
 SL0551'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0551'MAYVILLE, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 7, IN S 5, T 146 N,
 SL0551'R 52 W, AT THE JUNCTION OF 3RD AVENUE SOUTHEAST AND IN LINE WITH THE
 SL0551'AVENUE, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH
 SL0551'OF THE NORTHWEST CORNER OF A WHITE HOUSE NUMBERED 233, 2 1/2 FEET
 SL0551'SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 2 1/2 FEET NORTH OF THE NORTH
 SL0551'EDGE OF A SIDEWALK, ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY, AND
 SL0551'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1286 ***********************************************************************
 SL1286  DESIGNATION -  MAYVILLE MUNICIPAL TANK
 SL1286  PID         -  SL1286
 SL1286  STATE/COUNTY-  ND/TRAILL
 SL1286  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL1286
 SL1286                         *CURRENT SURVEY CONTROL
 SL1286  ___________________________________________________________________
 SL1286* NAD 83(1996)-  47 30 03.17192(N)    097 19 33.47072(W)     ADJUSTED  
 SL1286* NAVD 88     -                                                        
 SL1286  ___________________________________________________________________
 SL1286  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 SL1286  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 SL1286
 SL1286  HORZ ORDER  -  THIRD
 SL1286
 SL1286.The horizontal coordinates were established by classical geodetic methods
 SL1286.and adjusted by the National Geodetic Survey in January 1998..
 SL1286
 SL1286
 SL1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1286
 SL1286.The geoid height was determined by GEOID03.
 SL1286
 SL1286;                    North         East     Units Scale Factor Converg.
 SL1286;SPC ND N     -    60,616.535   839,068.452   MT  0.99998741   +2 21 42.9
 SL1286;SPC ND N     -   198,873.15  2,752,849.25   iFT  0.99998741   +2 21 42.9
 SL1286;UTM  14      - 5,262,185.758   626,073.736   MT  0.99979533   +1 14 03.9
 SL1286
 SL1286                          SUPERSEDED SURVEY CONTROL
 SL1286
 SL1286  NAD 83(1986)-  47 30 03.17033(N)    097 19 33.46268(W) AD(       ) 4
 SL1286  NAD 27      -  47 30 03.22000(N)    097 19 32.13200(W) AD(       ) 3
 SL1286
 SL1286.Superseded values are not recommended for survey control.
 SL1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1286.See file dsdata.txt to determine how the superseded data were derived.
 SL1286
 SL1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2607462186(NAD 83)
 SL1286_MARKER: 53 = ELEVATED TANK
 SL1286
 SL1286  HISTORY     - Date     Condition        Report By
 SL1286  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1286
 SL1286                          STATION DESCRIPTION
 SL1286
 SL1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1286'THIS INTERSECTION STATION IS LOCATED NEAR THE CENTER OF
 SL1286'MAYVILLE, ABOUT ONE-HALF BLOCK N OF MAIN STREET.
 SL1286'
 SL1286'THE TANK AND FOUR-LEGGED SUPPORTING TOWER ARE OF STEEL CONSTRUCTION
 SL1286'AND ABOUT 110 FEET HIGH.  THE TANK IS SILVER IN COLOR WITH THE
 SL1286'LETTERING MAYVILLE ON THE NE SIDE.  IT WAS BUILT ABOUT 1910.
 SL1286'
 SL1286'THE OBJECT SIGHTED ON WAS AN ELECTRIC LIGHT FINIAL AT THE TOP
 SL1286'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0421 ***********************************************************************
 SL0421  DESIGNATION -  MAYVILLE RM 1
 SL0421  PID         -  SL0421
 SL0421  STATE/COUNTY-  ND/TRAILL
 SL0421  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0421
 SL0421                         *CURRENT SURVEY CONTROL
 SL0421  ___________________________________________________________________
 SL0421* NAD 83(1986)-  47 30 17.     (N)    097 19 26.     (W)     SCALED    
 SL0421* NAVD 88     -       298.098  (meters)     978.01   (feet)  ADJUSTED  
 SL0421  ___________________________________________________________________
 SL0421  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL0421  DYNAMIC HT  -         298.137 (meters)     978.14  (feet)  COMP
 SL0421  MODELED GRAV-     980,736.2   (mgal)                       NAVD 88
 SL0421
 SL0421  VERT ORDER  -  SECOND    CLASS 0
 SL0421
 SL0421.The horizontal coordinates were scaled from a topographic map and have
 SL0421.an estimated accuracy of +/- 6 seconds.
 SL0421
 SL0421.The orthometric height was determined by differential leveling
 SL0421.and adjusted by the National Geodetic Survey in June 1991..
 SL0421
 SL0421.The geoid height was determined by GEOID03.
 SL0421
 SL0421.The dynamic height is computed by dividing the NAVD 88
 SL0421.geopotential number by the normal gravity value computed on the
 SL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0421.degrees latitude (g = 980.6199 gals.).
 SL0421
 SL0421.The modeled gravity was interpolated from observed gravity values.
 SL0421
 SL0421;                    North         East    Units  Estimated Accuracy
 SL0421;SPC ND N     -    61,050.      839,210.      MT  (+/- 180 meters Scaled)
 SL0421
 SL0421                          SUPERSEDED SURVEY CONTROL
 SL0421
 SL0421  NGVD 29 (??/??/92)  297.755  (m)          976.88   (f) ADJ UNCH    2 0
 SL0421
 SL0421.Superseded values are not recommended for survey control.
 SL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0421.See file dsdata.txt to determine how the superseded data were derived.
 SL0421
 SL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT262626(NAD 83)
 SL0421_MARKER: DR = REFERENCE MARK DISK
 SL0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0421_STAMPING: MAYVILLE NO 1 1941
 SL0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0421+STABILITY: SURFACE MOTION
 SL0421
 SL0421  HISTORY     - Date     Condition        Report By
 SL0421  HISTORY     - 1941     MONUMENTED       CGS
 SL0421  HISTORY     - 1964     GOOD             NGS
 SL0421  HISTORY     - 1967     GOOD             USAF
 SL0421
 SL0421                          STATION DESCRIPTION
 SL0421
 SL0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0421'IN MAYVILLE.
 SL0421'ABOUT 2 BLOCKS NORTH ALONG 1ST AVENUE NORTHEAST FROM THE GREAT
 SL0421'NORTHERN RAILWAY STATION AT MAYVILLE, THENCE 2 BLOCKS EAST ALONG 2ND
 SL0421'STREET NORTHEAST, THENCE 2 BLOCKS NORTH ALONG 3RD AVENUE NORTHEAST, S
 SL0421'32, T 147 N, R 52 W, 234 FEET EAST OF MAYVILLE 1941, 12 1/2 FEET WEST
 SL0421'OF THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING, 9 FEET NORTH OF THE
 SL0421'NORTH RAIL OF A TRACK LEADING TO THE MAYVILLE STATE TEACHERS COLLEGE,
 SL0421'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 SL0421
 SL0421                          STATION RECOVERY (1967)
 SL0421
 SL0421'RECOVERY NOTE BY US AIR FORCE 1967
 SL0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0422 ***********************************************************************
 SL0422  DESIGNATION -  MAYVILLE RM 3
 SL0422  PID         -  SL0422
 SL0422  STATE/COUNTY-  ND/TRAILL
 SL0422  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL0422
 SL0422                         *CURRENT SURVEY CONTROL
 SL0422  ___________________________________________________________________
 SL0422* NAD 83(1986)-  47 30 18.     (N)    097 19 28.     (W)     SCALED    
 SL0422* NAVD 88     -       297.563  (meters)     976.25   (feet)  ADJUSTED  
 SL0422  ___________________________________________________________________
 SL0422  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL0422  DYNAMIC HT  -         297.602 (meters)     976.38  (feet)  COMP
 SL0422  MODELED GRAV-     980,736.2   (mgal)                       NAVD 88
 SL0422
 SL0422  VERT ORDER  -  SECOND    CLASS 0
 SL0422
 SL0422.The horizontal coordinates were scaled from a topographic map and have
 SL0422.an estimated accuracy of +/- 6 seconds.
 SL0422
 SL0422.The orthometric height was determined by differential leveling
 SL0422.and adjusted by the National Geodetic Survey in June 1991..
 SL0422
 SL0422.The geoid height was determined by GEOID03.
 SL0422
 SL0422.The dynamic height is computed by dividing the NAVD 88
 SL0422.geopotential number by the normal gravity value computed on the
 SL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0422.degrees latitude (g = 980.6199 gals.).
 SL0422
 SL0422.The modeled gravity was interpolated from observed gravity values.
 SL0422
 SL0422;                    North         East    Units  Estimated Accuracy
 SL0422;SPC ND N     -    61,080.      839,160.      MT  (+/- 180 meters Scaled)
 SL0422
 SL0422                          SUPERSEDED SURVEY CONTROL
 SL0422
 SL0422  NGVD 29 (??/??/92)  297.221  (m)          975.13   (f) ADJ UNCH    2 0
 SL0422
 SL0422.Superseded values are not recommended for survey control.
 SL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0422.See file dsdata.txt to determine how the superseded data were derived.
 SL0422
 SL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT261626(NAD 83)
 SL0422_MARKER: DR = REFERENCE MARK DISK
 SL0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0422_SP_SET: CURB
 SL0422_STAMPING: MAYVILLE NO 3 1941
 SL0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0422
 SL0422  HISTORY     - Date     Condition        Report By
 SL0422  HISTORY     - 1963     MONUMENTED       CGS
 SL0422  HISTORY     - 1964     GOOD             NGS
 SL0422
 SL0422                          STATION DESCRIPTION
 SL0422
 SL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0422'IN MAYVILLE.
 SL0422'ABOUT 2 BLOCKS NORTH ALONG 1ST AVENUE NORTHEAST FROM THE GREAT
 SL0422'NORTHERN RAILWAY STATION AT MAYVILLE, THENCE 2 BLOCKS EAST ALONG 2ND
 SL0422'STREET NORTHEAST, THENCE 2 BLOCKS NORTH ALONG 3RD AVENUE NORTHEAST, S
 SL0422'32, T 147 N, R 52 W, 19 FEET EAST OF THE CENTER LINE OF THE AVENUE,
 SL0422'115 FEET NORTH OF MAYVILLE 1941, 36 FEET WEST OF THE SOUTHWEST CORNER
 SL0422'OF A DORMATORY, AND SET IN THE TOP OF THE EAST CURB OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1284 ***********************************************************************
 SL1284  DESIGNATION -  MAYVILLE STATE NORMAL COLL STK
 SL1284  PID         -  SL1284
 SL1284  STATE/COUNTY-  ND/TRAILL
 SL1284  USGS QUAD   -  MAYVILLE NORTH (1970)
 SL1284
 SL1284                         *CURRENT SURVEY CONTROL
 SL1284  ___________________________________________________________________
 SL1284* NAD 83(1996)-  47 30 17.64721(N)    097 19 24.59970(W)     ADJUSTED  
 SL1284* NAVD 88     -                                                        
 SL1284  ___________________________________________________________________
 SL1284  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 SL1284  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 SL1284
 SL1284  HORZ ORDER  -  THIRD
 SL1284
 SL1284.The horizontal coordinates were established by classical geodetic methods
 SL1284.and adjusted by the National Geodetic Survey in January 1998..
 SL1284
 SL1284
 SL1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1284
 SL1284.The geoid height was determined by GEOID03.
 SL1284
 SL1284;                    North         East     Units Scale Factor Converg.
 SL1284;SPC ND N     -    61,070.851   839,235.511   MT  0.99998670   +2 21 49.5
 SL1284;SPC ND N     -   200,363.68  2,753,397.35   iFT  0.99998670   +2 21 49.5
 SL1284;UTM  14      - 5,262,636.612   626,249.668   MT  0.99979588   +1 14 10.7
 SL1284
 SL1284                          SUPERSEDED SURVEY CONTROL
 SL1284
 SL1284  NAD 83(1986)-  47 30 17.64576(N)    097 19 24.59170(W) AD(       ) 4
 SL1284  NAD 27      -  47 30 17.69400(N)    097 19 23.26300(W) AD(       ) 3
 SL1284
 SL1284.Superseded values are not recommended for survey control.
 SL1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1284.See file dsdata.txt to determine how the superseded data were derived.
 SL1284
 SL1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2625062637(NAD 83)
 SL1284_MARKER: 63 = STACK
 SL1284
 SL1284  HISTORY     - Date     Condition        Report By
 SL1284  HISTORY     - 1941     FIRST OBSERVED   CGS
 SL1284
 SL1284                          STATION DESCRIPTION
 SL1284
 SL1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1284'THIS INTERSECTION STATION IS LOCATED IN THE N PART OF MAYVILLE,
 SL1284'ON THE GROUNDS OF THE NORTH DAKOTA STATE NORMAL SCHOOL AND ABOUT
 SL1284'100 FEET N OF THE LARGEST BUILDING.  THE STACK IS OF SQUARE
 SL1284'RED BRICK CONSTRUCTION AND PROJECTS ABOUT 50 FEET ABOVE THE
 SL1284'BUILDING WHICH HOUSES THE HEATING PLANT FOR THE SCHOOL.
 SL1284'
 SL1284'OBJECT SIGHTED ON WAS THE CENTER OF THE STACK AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1972 ***********************************************************************
 TE1972  DESIGNATION -  MAZA
 TE1972  PID         -  TE1972
 TE1972  STATE/COUNTY-  ND/TOWNER
 TE1972  USGS QUAD   -  CANDO (1994)
 TE1972
 TE1972                         *CURRENT SURVEY CONTROL
 TE1972  ___________________________________________________________________
 TE1972* NAD 83(1996)-  48 25 16.81597(N)    099 12 13.08655(W)     ADJUSTED  
 TE1972* NAVD 88     -       450.6    (meters)    1478.     (feet)  VERTCON   
 TE1972  ___________________________________________________________________
 TE1972  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 TE1972  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 TE1972
 TE1972  HORZ ORDER  -  SECOND
 TE1972
 TE1972.The horizontal coordinates were established by classical geodetic methods
 TE1972.and adjusted by the National Geodetic Survey in January 1998..
 TE1972
 TE1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1972
 TE1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1972
 TE1972.The geoid height was determined by GEOID03.
 TE1972
 TE1972;                    North         East     Units Scale Factor Converg.
 TE1972;SPC ND N     -   158,835.908   695,942.294   MT  0.99995309   +0 57 52.8
 TE1972;SPC ND N     -   521,115.18  2,283,275.24   iFT  0.99995309   +0 57 52.8
 TE1972;UTM  14      - 5,363,151.920   484,933.838   MT  0.99960279   -0 09 08.4
 TE1972
 TE1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1972!SPC ND N     -   0.99993303  x   0.99995309  =   0.99988612
 TE1972!UTM  14      -   0.99993303  x   0.99960279  =   0.99953585
 TE1972
 TE1972:                Primary Azimuth Mark                     Grid Az
 TE1972:SPC ND N     -  CANDO MUNICIPAL WATER TANK               001 04 06.1
 TE1972:UTM  14      -  CANDO MUNICIPAL WATER TANK               002 11 07.3
 TE1972
 TE1972|---------------------------------------------------------------------|
 TE1972| PID    Reference Object                     Distance      Geod. Az  |
 TE1972|                                                           dddmmss.s |
 TE1972| TE1973 CANDO MUNICIPAL WATER TANK          APPROX. 7.9 KM 0020158.9 |
 TE1972| CO7924 MAZA RM 1                           174.830 METERS 08944     |
 TE1972| CO7926 MAZA RM 3                            55.163 METERS 09003     |
 TE1972| CO7923 MAZA AZ MK 2                                       1281630.5 |
 TE1972| CO7925 MAZA RM 2                            53.185 METERS 13055     |
 TE1972| CO7927 MAZA RM 4                                          21241     |
 TE1972| TE2015 NORTH PRAIRIE LUTHERAN CHURCH       APPROX.17.0 KM 2575338.7 |
 TE1972| CQ5902 MAZA AZ MK                                         3355727.5 |
 TE1972|---------------------------------------------------------------------|
 TE1972
 TE1972                          SUPERSEDED SURVEY CONTROL
 TE1972
 TE1972  NAD 83(1986)-  48 25 16.81534(N)    099 12 13.08189(W) AD(       ) 2
 TE1972  NAD 27      -  48 25 16.81583(N)    099 12 11.59756(W) AD(       ) 2
 TE1972  NGVD 29 (07/19/86)  450.3    (m)         1477.     (f) VERT ANG       
 TE1972
 TE1972.Superseded values are not recommended for survey control.
 TE1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1972.See file dsdata.txt to determine how the superseded data were derived.
 TE1972
 TE1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8493463152(NAD 83)
 TE1972_MARKER: DS = TRIANGULATION STATION DISK
 TE1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1972
 TE1972  HISTORY     - Date     Condition        Report By
 TE1972  HISTORY     - 1946     MONUMENTED       CGS
 TE1972  HISTORY     - 1968     GOOD             CGS
 TE1972  HISTORY     - 1971     GOOD             NGS
 TE1972
 TE1972                          STATION DESCRIPTION
 TE1972
 TE1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1972'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF MAZA, AT
 TE1972'THE END OF THE CURVE WHERE STATE HIGHWAY NO. 281 TURNS FROM THE
 TE1972'NORTH TO THE NORTHWEST, 60 FEET NORTHEAST OF THE APPROXIMATE
 TE1972'CENTERLINE OF STATE HIGHWAY NO. 281, 17 FEET EAST OF A WEDGE
 TE1972'FENCE CORNER, 4 FEET NORTH OF A WITNESS POST AND 1 FOOT
 TE1972'SOUTH OF THE EAST FENCELINE.  THE MARK PROJECTS 6 INCHES
 TE1972'AND THE DISK IS STAMPED MAZA 1946.
 TE1972'
 TE1972'REFERENCE MARK NO. 1 IS 174.83 FEET EAST OF THE STATION, IN
 TE1972'THE EAST AND WEST FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 TE1972'THE DISK IS STAMPED MAZA NO 1 1946.
 TE1972'
 TE1972'REFERENCE MARK NO. 2 IS 174.49 FEET SOUTHEAST OF THE STATION,
 TE1972'48 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE
 TE1972'HIGHWAY NO. 281.  THE MARK PROJECTS 6 INCHES AND THE DISK
 TE1972'IS STAMPED MAZA NO 2 1946.
 TE1972'
 TE1972'AZIMUTH MARK IS ABOUT 0.7 MILE NORTHWEST OF THE STATION,
 TE1972'AT THE SOUTHWEST CORNER OF A FARM YARD AND 0.1 MILE NORTH
 TE1972'OF A SMALL CEMETERY.  IT IS 58 FEET EAST OF THE APPROXIMATE
 TE1972'CENTERLINE OF STATE HIGHWAY NO. 281, 5 FEET SOUTHEAST OF THE
 TE1972'FENCE CORNER, 3 FEET EAST OF A HIGHLINE POLE AND 3 FEET
 TE1972'NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES AND
 TE1972'THE DISK IS STAMPED MAZA 1946.
 TE1972'
 TE1972'TO REACH FROM MAZA, GO NORTH ON STATE HIGHWAY NO. 281 FOR
 TE1972'3.6 MILES TO THE END OF CURVE WHERE STATE HIGHWAY NO. 281 TURNS
 TE1972'FROM NORTH TO NORTHWEST AND THE STATION ON THE RIGHT.
 TE1972'
 TE1972'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 TE1972
 TE1972                          STATION RECOVERY (1968)
 TE1972
 TE1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FJH)
 TE1972'THE STATION IS LOCATED APPROX. 5 MI S. OF CANDO, NEAR THE
 TE1972'QUARTER COR. BETWEEN SECS. 17 AND 18, TS. 157 N., R. 66 W.,
 TE1972'ON THE RIGHT-OF-WAY OF THE NE. SIDE OF U.S. HWY. 281.
 TE1972'
 TE1972'STATION MARK, A STANDARD DISK SET IN TOP CONCRETE POST STAMPED
 TE1972'MAZA 1946, PROJECTING 2 IN. ABOVE GROUND, 126 FT NW. ALONG
 TE1972'CENTER HWY. 281 FROM CENTER FIELD ENTRANCES NE. AND SW., 60
 TE1972'FT NORMAL TO CENTER OF HWY.
 TE1972'
 TE1972'REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 TE1972'
 TE1972'REFERENCE MARK NO. 2 WAS FOUND DESTROYED.
 TE1972'
 TE1972'AZIMUTH MARK RECOVERED BUT NOT OBSERVED DUE TO TREE ROW IN
 TE1972'LINE.  REFERENCE AZIMUTH OBSERVED TO TOP CENTER CANDO MWT.
 TE1972
 TE1972                          STATION RECOVERY (1971)
 TE1972
 TE1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 TE1972'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 TE1972'CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND AND IS BELIEVED
 TE1972'TO HAVE BEEN DESTROYED BY FARMING OPERATIONS.  REFERENCE MARK
 TE1972'NO. 2 WAS FOUND DESTROYED, THE MONUMENT WITH THE DISK INTACT
 TE1972'WAS FOUND LYING IN THE DITCH, APPARENTLY GRADED OUT DURING
 TE1972'HIGHWAY IMPROVEMENTS - THE DISK WAS REMOVED AT THIS TIME.
 TE1972'TREE SHELTER BELTS HAVE BEEN PLANTED WHICH OBSTRUCT THE
 TE1972'LINE OF SIGHT TO THE AZIMUTH MARK AND THE CANDO MUNICIPAL
 TE1972'WATER TANK.  REFERENCE MARKS NO. 3 AND NO. 4, AND AZIMUTH
 TE1972'MARK NO. 2 WERE SET.
 TE1972'
 TE1972'A NEW DESCRIPTION FOLLOWS--
 TE1972'
 TE1972'THE STATION IS LOCATED 4.8 MILES SOUTH OF CANDO AND 3.7 MILES
 TE1972'NORTH OF MAZA ALONG U.S. HIGHWAY 281, ABOUT MIDWAY BETWEEN
 TE1972'A LEFT TURN AND A RIGHT TURN WHERE THE HIGHWAY RUNS IN A
 TE1972'NORTHWEST-SOUTHEAST DIRECTION FOR A SHORT DISTANCE, AT THE
 TE1972'WEST END OF AN OLD EAST-WEST FENCE LINE ON THE NORTH SIDE
 TE1972'OF THE HIGHWAY.
 TE1972'
 TE1972'THE STATION MARK IS A STANDARD DISK STAMPED MAZA 1946 SET
 TE1972'IN A SQUARE CONCRETE MONUMENT 4-INCHES BELOW GROUND SURFACE.
 TE1972'IT IS 185 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 160
 TE1972'FEET NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 59 FEET
 TE1972'NORTHEAST OF THE CENTER OF HIGHWAY 281, AND 4 FEET NORTHEAST
 TE1972'OF A METAL WITNESS POST.
 TE1972'
 TE1972'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MAZA 1946
 TE1972'NO 3 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TE1972'4-INCHES.  IT IS IN THE OLD EAST-WEST FENCE LINE, 164 FEET
 TE1972'NORTH OF THE CENTER OF HIGHWAY 281 THRU CENTER OF FIELD
 TE1972'ENTRANCE, AND 4.5 FEET WEST OF THE POWER POLE WITH TRANSFORMER.
 TE1972'
 TE1972'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MAZA 1946
 TE1972'NO 4 1971, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TE1972'1-INCH.  IT IS 152 FEET WEST OF CENTER OF FIELD ENTRANCE, 52
 TE1972'FEET SOUTH WEST OF CENTER OF HIGHWAY 281, 0.5 FOOT NORTHEAST
 TE1972'OF A FENCE LINE, AND 2.0 FEET NORTHWEST OF A METAL WITNESS POST.
 TE1972'
 TE1972'AZIMUTH MARK 1946 IS A STANDARD DISK STAMPED MAZA 1946, SET
 TE1972'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 TE1972'213 FEET SOUTH OF THE CENTER OF DRIVEWAY TO FARMSTEAD OF
 TE1972'MR. WARD REED, 58 FEET EAST OF THE CENTER OF HIGHWAY 281,
 TE1972'4.5 FEET NORTHEAST OF A METAL WITNESS POST, AND 3 FEET EAST
 TE1972'OF A POWER POLE.
 TE1972'
 TE1972'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED MAZA 1946 NO
 TE1972'2 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 TE1972'IT IS 58 FEET WEST OF THE CENTER OF DRIVEWAY LEADING TO THE
 TE1972'FARMSTEAD OF MR. REUBEN PARKER, 19 FEET SOUTH OF A POWER
 TE1972'POLE, 10 FEET EAST OF THE SOUTHEAST CORNER OF AN ABANDONED
 TE1972'BASEMENT, AND 1.3 FEET SOUTH OF A METAL WITNESS POST.
 TE1972'
 TE1972'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 TE1972'281 AND STATE HIGHWAY 17 AT THE WEST EDGE OF CANDO, GO SOUTH
 TE1972'ON HIGHWAY 281 FOR 4.0 MILES TO AZIMUTH MARK 1946 ON THE LEFT AS
 TE1972'DESCRIBED, CONTINUE SOUTH AND SOUTHEAST FOR 0.8 MILE TO THE
 TE1972'STATION ON THE LEFT AS DESCRIBED.
 TE1972'
 TE1972'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION GO SOUTHEAST AND
 TE1972'SOUTH ON HIGHWAY 281 FOR 0.55 MILES TO A GRADED CROSSROAD,
 TE1972'TURN LEFT AND GO EAST ON GRADED ROAD FOR 0.35 MILE TO A DRIVEWAY
 TE1972'ON THE LEFT, TURN LEFT AND GO NORTH ON DRIVEWAY 0.15 MILE
 TE1972'TO THE MARK ON THE LEFT AS DESCRIBED, THE PARKER FARMSTEAD
 TE1972'IS 0.15 MILE NORTH OF THIS POINT.
 TE1972'
 TE1972'THE CANDO, TOWNER COUNTY RADIO MAST IS AT THE EAST-CENTRAL
 TE1972'EDGE OF TOWN, AND IS 220 FEET IN HEIGHT.
 TE1972'
 TE1972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 TE1972'3-1/2 MILES NORTH OF MAZA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1155 ***********************************************************************
 SM1155  DESIGNATION -  MC HENRY ED ALFSENS ELEVATOR
 SM1155  PID         -  SM1155
 SM1155  STATE/COUNTY-  ND/FOSTER
 SM1155  USGS QUAD   -  MC HENRY (1961)
 SM1155
 SM1155                         *CURRENT SURVEY CONTROL
 SM1155  ___________________________________________________________________
 SM1155* NAD 83(1996)-  47 34 43.62972(N)    098 35 20.68349(W)     ADJUSTED  
 SM1155* NAVD 88     -                                                        
 SM1155  ___________________________________________________________________
 SM1155  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 SM1155  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SM1155
 SM1155  HORZ ORDER  -  THIRD
 SM1155
 SM1155.The horizontal coordinates were established by classical geodetic methods
 SM1155.and adjusted by the National Geodetic Survey in January 1998..
 SM1155
 SM1155
 SM1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1155
 SM1155.The geoid height was determined by GEOID03.
 SM1155
 SM1155;                    North         East     Units Scale Factor Converg.
 SM1155;SPC ND N     -    66,133.485   743,741.684   MT  0.99997458   +1 25 19.1
 SM1155;SPC ND N     -   216,973.38  2,440,097.39   iFT  0.99997458   +1 25 19.1
 SM1155;UTM  14      - 5,269,567.570   530,901.537   MT  0.99961173   +0 18 12.0
 SM1155
 SM1155                          SUPERSEDED SURVEY CONTROL
 SM1155
 SM1155  NAD 83(1986)-  47 34 43.63073(N)    098 35 20.67993(W) AD(       ) 4
 SM1155  NAD 27      -  47 34 43.65000(N)    098 35 19.32000(W) AD(       ) 3
 SM1155
 SM1155.Superseded values are not recommended for survey control.
 SM1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1155.See file dsdata.txt to determine how the superseded data were derived.
 SM1155
 SM1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT3090269568(NAD 83)
 SM1155_MARKER: 84 = LIGHTNING ROD
 SM1155
 SM1155  HISTORY     - Date     Condition        Report By
 SM1155  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1155
 SM1155                          STATION DESCRIPTION
 SM1155
 SM1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1155'THIS INTERSECTION STATION IS LOCATED IN THE N EDGE OF TOWN
 SM1155'ABOUT 55 FEET N OF THE NORTHERN PACIFIC RAILROAD TRACKS.  IT
 SM1155'IS THE MORE EASTERLY ONE OF TWO ELEVATORS.
 SM1155'
 SM1155'STATION IS A LARGE RECTANGULAR SHAPED BUILDING ABOUT 100 FEET
 SM1155'HIGH PAINTED RED AND WITH THREE LIGHTNING RODS ON THE ROOF.
 SM1155'
 SM1155'POINT LOCATED WAS THE CENTER ONE OF THREE LIGHTNING RODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1113 ***********************************************************************
 SM1113  DESIGNATION -  MC VILLE MUNICIPAL TANK
 SM1113  PID         -  SM1113
 SM1113  STATE/COUNTY-  ND/NELSON
 SM1113  USGS QUAD   -  MC VILLE (1961)
 SM1113
 SM1113                         *CURRENT SURVEY CONTROL
 SM1113  ___________________________________________________________________
 SM1113* NAD 83(1996)-  47 46 04.20819(N)    098 10 36.79264(W)     ADJUSTED  
 SM1113* NAVD 88     -                                                        
 SM1113  ___________________________________________________________________
 SM1113  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 SM1113  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 SM1113
 SM1113  HORZ ORDER  -  THIRD
 SM1113
 SM1113.The horizontal coordinates were established by classical geodetic methods
 SM1113.and adjusted by the National Geodetic Survey in January 1998..
 SM1113
 SM1113
 SM1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1113
 SM1113.The geoid height was determined by GEOID03.
 SM1113
 SM1113;                    North         East     Units Scale Factor Converg.
 SM1113;SPC ND N     -    87,994.874   774,104.591   MT  0.99995106   +1 43 43.3
 SM1113;SPC ND N     -   288,697.09  2,539,713.23   iFT  0.99995106   +1 43 43.3
 SM1113;UTM  14      - 5,290,824.672   561,675.315   MT  0.99964674   +0 36 34.1
 SM1113
 SM1113                          SUPERSEDED SURVEY CONTROL
 SM1113
 SM1113  NAD 83(1986)-  47 46 04.20755(N)    098 10 36.78636(W) AD(       ) 4
 SM1113  NAD 27      -  47 46 04.25000(N)    098 10 35.46000(W) AD(       ) 3
 SM1113
 SM1113.Superseded values are not recommended for survey control.
 SM1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1113.See file dsdata.txt to determine how the superseded data were derived.
 SM1113
 SM1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6167590825(NAD 83)
 SM1113_MARKER: 53 = ELEVATED TANK
 SM1113
 SM1113  HISTORY     - Date     Condition        Report By
 SM1113  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1113
 SM1113                          STATION DESCRIPTION
 SM1113
 SM1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1113'THIS INTERSECTION STATION IS LOCATED IN THE TOWN OF MC VILLE,
 SM1113'NELSON COUNTY, 90 FEET E OF MAIN STREET, 60 FEET S OF BERWICK
 SM1113'AVENUE AND 90 YARDS W OF OLSGARD AVENUE.  TANK IS SUPPORTED BY A
 SM1113'FOUR-LEGGED STEEL STRUCTURE, IS PAINTED BLACK WITH SILVER ROOF
 SM1113'AND BALL AT THE CENTER OF THE TOP.  IT WAS BUILT IN 1920 AND
 SM1113'HAS A 50,000 GALLON CAPACITY.
 SM1113'
 SM1113'THE POINT LOCATED WAS THE BALL AT THE TOP OF TANK, WHICH IS
 SM1113'APPROXIMATELY 100 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1572 ***********************************************************************
 SN1572  DESIGNATION -  MCCLUSKY
 SN1572  PID         -  SN1572
 SN1572  STATE/COUNTY-  ND/SHERIDAN
 SN1572  USGS QUAD   -  MC CLUSKY (1980)
 SN1572
 SN1572                         *CURRENT SURVEY CONTROL
 SN1572  ___________________________________________________________________
 SN1572* NAD 83(1996)-  47 29 05.20190(N)    100 26 23.49331(W)     ADJUSTED  
 SN1572* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 SN1572  ___________________________________________________________________
 SN1572  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 SN1572  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SN1572
 SN1572  HORZ ORDER  -  FIRST
 SN1572
 SN1572.The horizontal coordinates were established by classical geodetic methods
 SN1572.and adjusted by the National Geodetic Survey in January 1998..
 SN1572
 SN1572.The orthometric height was scaled from a topographic map.
 SN1572
 SN1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1572
 SN1572.The geoid height was determined by GEOID03.
 SN1572
 SN1572;                    North         East     Units Scale Factor Converg.
 SN1572;SPC ND N     -    53,899.749   604,532.483   MT  0.99999028   +0 02 41.1
 SN1572;SPC ND N     -   176,836.45  1,983,374.29   iFT  0.99999028   +0 02 41.1
 SN1572;UTM  14      - 5,260,042.788   391,528.896   MT  0.99974459   -1 03 41.1
 SN1572
 SN1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1572!SPC ND N     -   0.99991130  x   0.99999028  =   0.99990158
 SN1572!UTM  14      -   0.99991130  x   0.99974459  =   0.99965592
 SN1572
 SN1572|---------------------------------------------------------------------|
 SN1572| PID    Reference Object                     Distance      Geod. Az  |
 SN1572|                                                           dddmmss.s |
 SN1572| CQ5671 MCCLUSKY RM 1                        21.592 METERS 08947     |
 SN1572| CQ5672 MCCLUSKY RM 2                        16.575 METERS 16135     |
 SN1572| CQ5670 MCCLUSKY AZ MK                                     1683154.5 |
 SN1572| SN1576 PICKARDSVILLE FARMERS NAT ELEV      APPROX.10.7 KM 2614230.6 |
 SN1572| SN1571 MCCLUSKY MUNICIPAL TANK              79.803 METERS 26818     |
 SN1572| SN1569 MCCLUSKY FARM ELEV CO W ELEV        APPROX. 0.6 KM 2835351.9 |
 SN1572| SN1570 MCCLUSKY OCCIDENT ELEVATOR          407.246 METERS 2933100.2 |
 SN1572|---------------------------------------------------------------------|
 SN1572
 SN1572                          SUPERSEDED SURVEY CONTROL
 SN1572
 SN1572  NAD 83(1986)-  47 29 05.20751(N)    100 26 23.48828(W) AD(       ) 1
 SN1572  NAD 27      -  47 29 05.21300(N)    100 26 22.02800(W) AD(       ) 1
 SN1572
 SN1572.Superseded values are not recommended for survey control.
 SN1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1572.See file dsdata.txt to determine how the superseded data were derived.
 SN1572
 SN1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9152960043(NAD 83)
 SN1572_MARKER: DS = TRIANGULATION STATION DISK
 SN1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1572
 SN1572  HISTORY     - Date     Condition        Report By
 SN1572  HISTORY     - 1941     MONUMENTED       CGS
 SN1572  HISTORY     - 1958     GOOD             CGS
 SN1572  HISTORY     - 1962     MARK NOT FOUND   CGS
 SN1572
 SN1572                          STATION DESCRIPTION
 SN1572
 SN1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1572'STATION IS LOCATED IN THE NE CORNER OF THE SHERIDAN COUNTY
 SN1572'COURTHOUSE YARD.  IT IS 48 FEET S OF THE CENTER LINE OF A GRAVEL
 SN1572'ROAD, 47 FEET W OF THE CENTER LINE OF A DIRT ROAD.  IT IS
 SN1572'STAMPED MC CLUSKY 1941 AND IS SET ABOUT 1 FOOT LOWER THAN THE
 SN1572'SURFACE OF THE GROUND.
 SN1572'
 SN1572'SURFACE, UNDERGROUND, REFERENCE MARK NO. 1, AND THE AZIMUTH
 SN1572'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 SN1572'
 SN1572'REFERENCE MARK NO. 1 IS 20 FEET E OF THE CENTER LINE OF A DIRT
 SN1572'ROAD, 51 FEET S OF A GRAVEL ROAD AND 21 FEET W OF A WHITE
 SN1572'HOUSE.  IT IS STAMPED MC CLUSKY NO. 1 1941 AND PROJECTS 4
 SN1572'INCHES.
 SN1572'
 SN1572'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE W EDGE
 SN1572'OF A SIDEWALK.  IT IS 27 FEET W OF THE CENTER LINE OF A DIRT
 SN1572'ROAD AND 101 FEET S OF THE CENTER LINE OF A GRAVEL ROAD.  IT
 SN1572'IS STAMPED MC CLUSKY NO. 2 1941.
 SN1572'
 SN1572'THE AZIMUTH MARK IS 27 FEET E OF THE CENTER LINE OF A GRAVEL
 SN1572'ROAD, 3.5 FEET N OF A WHITE REFERENCE POST AND 1 FOOT W OF
 SN1572'A FENCE.  IT IS STAMPED MC CLUSKY 1941 AND PROJECTS 4 INCHES.
 SN1572'
 SN1572'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON A DIRT
 SN1572'ROAD FOR 0.05 MILE, THENCE LEFT (E) FOR 0.05 MILE, THENCE RIGHT
 SN1572'(S) ON GRAVEL ROAD FOR 0.40 MILE TO THE MARK ON THE LEFT.
 SN1572'
 SN1572'A 24-FOOT SIGNAL AT NEFF IS VISIBLE AT 37 FEET.
 SN1572'
 SN1572'A 4-FOOT SIGNAL AT BANK IS VISIBLE AT 37 FEET.
 SN1572'
 SN1572'A 4-FOOT SIGNAL AT THOM IS VISIBLE AT 64 FEET.
 SN1572'
 SN1572'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 SN1572
 SN1572                          STATION RECOVERY (1958)
 SN1572
 SN1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1572'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND
 SN1572'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED BY
 SN1572'ROAD CONSTRUCTION.
 SN1572'
 SN1572'A NEW AZIMUTH MARK COULD NOT BE ESTABLISHED AT THIS TIME AS
 SN1572'NO OBJECTS WERE VISIBLE FROM THE GROUND AT THE STATION.
 SN1572
 SN1572                          STATION RECOVERY (1962)
 SN1572
 SN1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 SN1572'THE DESCRIPTION OF THIS STATION WAS NOT AVAILABLE AT TIME
 SN1572'OF THIS RECOVERY.
 SN1572'
 SN1572'REFERENCE MARK NO. 1, STAMPED MC CLUSKY NO 1 1941, A STANDARD
 SN1572'BRONZE REFERENCE DISK SET IN A 12 INCH SQUARE CONCRETE POST
 SN1572'PROJECTING ABOUT 3 INCHES, IS IN THE SOUTHEAST ANGLE OF STREET
 SN1572'INTERSECTION AND ON THE EAST SIDE OF THE NORTH-SOUTH STREET
 SN1572'IN THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN MC CLUSKY.
 SN1572'REFERENCE MARK NO. 2, STAMPED MC CLUSKY NO 2 1941, A STANDARD
 SN1572'BRONZE REFERENCE DISK SET IN A DRILL HOLE IN THE SIDEWALK
 SN1572'SOUTH OF THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 SN1572'MC CLUSKY, WAS RECOVERED.
 SN1572'
 SN1572'A SEARCH WAS MADE FOR THE STATION MARK AS THE ARROWS INDICATED
 SN1572'ON THE REFERENCE MARKS.  IT WAS NOT LOCATED.  IT IS BELIEVED
 SN1572'TO BE IN THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE LAWN.
 SN1572'THE STATION MARK MAY BE BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1569 ***********************************************************************
 SN1569  DESIGNATION -  MCCLUSKY FARM ELEV CO W ELEV
 SN1569  PID         -  SN1569
 SN1569  STATE/COUNTY-  ND/SHERIDAN
 SN1569  USGS QUAD   -  MC CLUSKY (1980)
 SN1569
 SN1569                         *CURRENT SURVEY CONTROL
 SN1569  ___________________________________________________________________
 SN1569* NAD 83(1996)-  47 29 09.57709(N)    100 26 49.58408(W)     ADJUSTED  
 SN1569* NAVD 88     -                                                        
 SN1569  ___________________________________________________________________
 SN1569  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 SN1569  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN1569
 SN1569  HORZ ORDER  -  THIRD
 SN1569
 SN1569.The horizontal coordinates were established by classical geodetic methods
 SN1569.and adjusted by the National Geodetic Survey in January 1998..
 SN1569
 SN1569
 SN1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1569
 SN1569.The geoid height was determined by GEOID03.
 SN1569
 SN1569;                    North         East     Units Scale Factor Converg.
 SN1569;SPC ND N     -    54,034.467   603,986.191   MT  0.99999006   +0 02 21.7
 SN1569;SPC ND N     -   177,278.44  1,981,581.99   iFT  0.99999006   +0 02 21.7
 SN1569;UTM  14      - 5,260,187.992   390,985.438   MT  0.99974605   -1 04 00.4
 SN1569
 SN1569                          SUPERSEDED SURVEY CONTROL
 SN1569
 SN1569  NAD 83(1986)-  47 29 09.58268(N)    100 26 49.57879(W) AD(       ) 4
 SN1569  NAD 27      -  47 29 09.60300(N)    100 26 48.11100(W) AD(       ) 3
 SN1569
 SN1569.Superseded values are not recommended for survey control.
 SN1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1569.See file dsdata.txt to determine how the superseded data were derived.
 SN1569
 SN1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9098560188(NAD 83)
 SN1569_MARKER: 65 = GRAIN ELEVATOR
 SN1569
 SN1569  HISTORY     - Date     Condition        Report By
 SN1569  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1569
 SN1569                          STATION DESCRIPTION
 SN1569
 SN1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1569'THIS INTERSECTION STATION IS LOCATED IN THE W PART OF MC CLUSKY,
 SN1569'ABOUT 60 FEET S OF THE NORTHERN PACIFIC RAILROAD TRACKS AND
 SN1569'0.4 MILE W OF THE DEPOT.  IT IS A 60-FOOT HIGH FRAME BUILDING
 SN1569'PAINTED SILVER, AND WAS BUILT IN 1905.
 SN1569'
 SN1569'THE POINT LOCATED WAS THE CENTER OF THE HIGHEST PART OF THE
 SN1569'GABLED ROOF.
 SN1569'
 SN1569'IT IS THE MOST WESTERLY OF FOUR ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1571 ***********************************************************************
 SN1571  DESIGNATION -  MCCLUSKY MUNICIPAL TANK
 SN1571  PID         -  SN1571
 SN1571  STATE/COUNTY-  ND/SHERIDAN
 SN1571  USGS QUAD   -  MC CLUSKY (1980)
 SN1571
 SN1571                         *CURRENT SURVEY CONTROL
 SN1571  ___________________________________________________________________
 SN1571* NAD 83(1996)-  47 29 05.12560(N)    100 26 27.30361(W)     ADJUSTED  
 SN1571* NAVD 88     -                                                        
 SN1571  ___________________________________________________________________
 SN1571  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 SN1571  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 SN1571
 SN1571  HORZ ORDER  -  THIRD
 SN1571
 SN1571.The horizontal coordinates were established by classical geodetic methods
 SN1571.and adjusted by the National Geodetic Survey in January 1998..
 SN1571
 SN1571
 SN1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1571
 SN1571.The geoid height was determined by GEOID03.
 SN1571
 SN1571;                    North         East     Units Scale Factor Converg.
 SN1571;SPC ND N     -    53,897.331   604,452.718   MT  0.99999029   +0 02 38.3
 SN1571;SPC ND N     -   176,828.51  1,983,112.59   iFT  0.99999029   +0 02 38.3
 SN1571;UTM  14      - 5,260,041.910   391,449.118   MT  0.99974481   -1 03 43.9
 SN1571
 SN1571                          SUPERSEDED SURVEY CONTROL
 SN1571
 SN1571  NAD 83(1986)-  47 29 05.13131(N)    100 26 27.29858(W) AD(       ) 4
 SN1571  NAD 27      -  47 29 05.13700(N)    100 26 25.83800(W) AD(       ) 3
 SN1571
 SN1571.Superseded values are not recommended for survey control.
 SN1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1571.See file dsdata.txt to determine how the superseded data were derived.
 SN1571
 SN1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9144960042(NAD 83)
 SN1571_MARKER: 53 = ELEVATED TANK
 SN1571
 SN1571  HISTORY     - Date     Condition        Report By
 SN1571  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1571
 SN1571                          STATION DESCRIPTION
 SN1571
 SN1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1571'THIS INTERSECTION STATION IS LOCATED IN THE EASTERN PART OF
 SN1571'THE TOWN OF MC CLUSKY, 35 PACES NE OF THE SHERIDAN COUNTY
 SN1571'COURTHOUSE, 23 PACES E OF A N-S GRAVEL ROAD, 20 PACES S OF
 SN1571'AN E-W GRAVEL ROAD AND ONE BLOCK S OF STATE HIGHWAY 7.  THE
 SN1571'TANK IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS, PAINTED BLACK,
 SN1571'AND THE STANDPIPE AND CONICAL ROOF ARE PAINTED WHITE.  THE
 SN1571'TANK PROPER IS BLACK AND HAS A SILVER-PAINTED RAILING AROUND
 SN1571'THE BOTTOM.  THE SIGN MC CLUSKY IS PAINTED IN WHITE ON THE N
 SN1571'SIDE.  IT WAS BUILT IN 1911 AND IS ABOUT 125 FEET HIGH.
 SN1571'
 SN1571'A SILVER BALL AT THE TOP WAS THE POINT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1570 ***********************************************************************
 SN1570  DESIGNATION -  MCCLUSKY OCCIDENT ELEVATOR
 SN1570  PID         -  SN1570
 SN1570  STATE/COUNTY-  ND/SHERIDAN
 SN1570  USGS QUAD   -  MC CLUSKY (1980)
 SN1570
 SN1570                         *CURRENT SURVEY CONTROL
 SN1570  ___________________________________________________________________
 SN1570* NAD 83(1996)-  47 29 10.46317(N)    100 26 41.33114(W)     ADJUSTED  
 SN1570* NAVD 88     -                                                        
 SN1570  ___________________________________________________________________
 SN1570  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 SN1570  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN1570
 SN1570  HORZ ORDER  -  THIRD
 SN1570
 SN1570.The horizontal coordinates were established by classical geodetic methods
 SN1570.and adjusted by the National Geodetic Survey in January 1998..
 SN1570
 SN1570
 SN1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1570
 SN1570.The geoid height was determined by GEOID03.
 SN1570
 SN1570;                    North         East     Units Scale Factor Converg.
 SN1570;SPC ND N     -    54,061.953   604,158.939   MT  0.99999002   +0 02 27.8
 SN1570;SPC ND N     -   177,368.61  1,982,148.75   iFT  0.99999002   +0 02 27.8
 SN1570;UTM  14      - 5,260,212.132   391,158.643   MT  0.99974558   -1 03 54.4
 SN1570
 SN1570                          SUPERSEDED SURVEY CONTROL
 SN1570
 SN1570  NAD 83(1986)-  47 29 10.46877(N)    100 26 41.32586(W) AD(       ) 4
 SN1570  NAD 27      -  47 29 10.45900(N)    100 26 39.86600(W) AD(       ) 3
 SN1570
 SN1570.Superseded values are not recommended for survey control.
 SN1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1570.See file dsdata.txt to determine how the superseded data were derived.
 SN1570
 SN1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9115960212(NAD 83)
 SN1570_MARKER: 65 = GRAIN ELEVATOR
 SN1570
 SN1570  HISTORY     - Date     Condition        Report By
 SN1570  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1570
 SN1570                          STATION DESCRIPTION
 SN1570
 SN1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1570'THIS INTERSECTION STATION IS LOCATED ON THE N SIDE OF MC CLUSKY
 SN1570'ON THE S SIDE OF THE GREAT NORTHERN RAILROAD TRACKS, ABOUT 0.5
 SN1570'MILE W OF THE DEPOT AND 16 FEET S OF A SIDE TRACK.  IT IS OF
 SN1570'WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 80 FEET HIGH.  IT
 SN1570'IS OWNED BY THE RUSSELL-MILLER MILLING COMPANY AND IS ONE OF
 SN1570'FOUR ELEVATORS, THE SECOND FROM THE MOST EASTERLY.
 SN1570'
 SN1570'THE POINT LOCATED WAS THE CENTER OF THE GABLED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0838 ***********************************************************************
 RR0838  DESIGNATION -  MCGARVEY
 RR0838  PID         -  RR0838
 RR0838  STATE/COUNTY-  ND/BURLEIGH
 RR0838  USGS QUAD   -  MENOKEN SW (1976)
 RR0838
 RR0838                         *CURRENT SURVEY CONTROL
 RR0838  ___________________________________________________________________
 RR0838* NAD 83(1996)-  46 51 29.53373(N)    100 42 30.53301(W)     ADJUSTED  
 RR0838* NAVD 88     -       588.1    (meters)    1929.     (feet)  VERTCON   
 RR0838  ___________________________________________________________________
 RR0838  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 RR0838  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0838
 RR0838  HORZ ORDER  -  FIRST
 RR0838
 RR0838.The horizontal coordinates were established by classical geodetic methods
 RR0838.and adjusted by the National Geodetic Survey in January 1998..
 RR0838
 RR0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0838
 RR0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0838
 RR0838.The geoid height was determined by GEOID03.
 RR0838
 RR0838;                    North         East     Units Scale Factor Converg.
 RR0838;SPC ND S     -   132,468.546   584,102.876   MT  0.99993594   -0 09 07.4
 RR0838;SPC ND S     -   434,608.09  1,916,348.02   iFT  0.99993594   -0 09 07.4
 RR0838;UTM  14      - 5,190,823.962   369,769.710   MT  0.99980845   -1 14 48.4
 RR0838
 RR0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0838!SPC ND S     -   0.99991120  x   0.99993594  =   0.99984714
 RR0838!UTM  14      -   0.99991120  x   0.99980845  =   0.99971967
 RR0838
 RR0838:                Primary Azimuth Mark                     Grid Az
 RR0838:SPC ND S     -  MENOKEN RADIO STA KFYR MAST              091 53 22.5
 RR0838:UTM  14      -  MENOKEN RADIO STA KFYR MAST              092 59 03.5
 RR0838
 RR0838|---------------------------------------------------------------------|
 RR0838| PID    Reference Object                     Distance      Geod. Az  |
 RR0838|                                                           dddmmss.s |
 RR0838| RR0835 MENOKEN RADIO STA KFYR MAST         APPROX.12.5 KM 0914415.1 |
 RR0838| RR0836 GIBBS TOWNSHIP SCHOOL CUPOLA        APPROX. 4.8 KM 0972259.8 |
 RR0838| AJ5292 MCGARVEY RM 1                        27.441 METERS 15109     |
 RR0838| RR0839 RADIO RANGE TWR 230 RK C OF 5       APPROX. 8.8 KM 1774630.5 |
 RR0838| AJ5290 MCGARVEY AZ MK                                     1850933.0 |
 RR0838| AJ5291 MCGARVEY AZ MK RESET                               1850929.7 |
 RR0838| RR0875 BISMARCK STATE CAPITOL BLDG TK      APPROX. 6.9 KM 2335857.7 |
 RR0838| AJ5293 MCGARVEY RM 2                        25.524 METERS 25556     |
 RR0838|---------------------------------------------------------------------|
 RR0838
 RR0838                          SUPERSEDED SURVEY CONTROL
 RR0838
 RR0838  NAD 83(1986)-  46 51 29.52527(N)    100 42 30.51342(W) AD(       ) 1
 RR0838  NAD 27      -  46 51 29.54900(N)    100 42 29.06600(W) AD(       ) 1
 RR0838  NGVD 29 (07/19/86)  587.7    (m)         1928.     (f) VERT ANG       
 RR0838
 RR0838.Superseded values are not recommended for survey control.
 RR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0838.See file dsdata.txt to determine how the superseded data were derived.
 RR0838
 RR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6977090824(NAD 83)
 RR0838_MARKER: DS = TRIANGULATION STATION DISK
 RR0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0838
 RR0838  HISTORY     - Date     Condition        Report By
 RR0838  HISTORY     - 1934     MONUMENTED       CGS
 RR0838  HISTORY     - 1945     GOOD             CGS
 RR0838  HISTORY     - 1948     GOOD             CGS
 RR0838  HISTORY     - 1951     GOOD             CGS
 RR0838  HISTORY     - 1956     GOOD             CGS
 RR0838  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RR0838
 RR0838                          STATION DESCRIPTION
 RR0838
 RR0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 RR0838'STATION IS LOCATED ABOUT 4 MILES NE OF BISMARCK, AND IS ON
 RR0838'THE HIGHEST PART OF A HILL IN ROCKY PASTURE LAND IN SW 1/4
 RR0838'SEC. 18, T 139 N, R 79 W.  IT IS ON LAND OWNED BY GEORGE GABEL,
 RR0838'WHO LIVES ABOUT 1/2 MILE SE OF THE STATION.  THE STATION MARK
 RR0838'IS 170 FEET E OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF A
 RR0838'NS SECTION-LINE ROAD AND PROJECTS 6 INCHES.
 RR0838'
 RR0838'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RR0838'BRONZE DISKS SET IN CONCRETE.
 RR0838'
 RR0838'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND PROJECTS 4
 RR0838'INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION AND PROJECTS
 RR0838'6 INCHES.
 RR0838'
 RR0838'THE AZIMUTH MARK IS SSW OF THE STATION AND PROJECTS 5 INCHES.
 RR0838'
 RR0838'IT IS AT A FENCE CORNER IN THE NE CORNER OF SECTION-LINE
 RR0838'CROSSROADS AND IS IN THE SAME PASTURE AS THE ONE IN WHICH THE
 RR0838'STATION IS LOCATED.
 RR0838'
 RR0838'TO REACH THE STATION FROM THE N END OF SIXTH STREET (THIS
 RR0838'POINT IS 1/4 MILE S OF THE STATE CAPITOL BUILDING) GO E ON
 RR0838'HIGHWAY, U.S. 83, 1/4 MILE AND THEN N 1.6 MILES TO A GRAVEL
 RR0838'CROSS ROAD.  HERE TURN RIGHT, E, AND GO 1.9 MILES, CROSSING
 RR0838'RAILROAD TRACKS AND PASSING CEMETERY ON RIGHT ENROUTE.  THEN
 RR0838'GO N 1.0 MILE AND THEN E 1.0 MILE.  (AZIMUTH MARK IS IN NE
 RR0838'CORNER OF THIS INTERSECTION.) THEN TURN LEFT, N, AND GO N
 RR0838'0.4 MILE ON POOR ROAD TO TOP OF GRADE AND STATION.
 RR0838'
 RR0838'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 RR0838
 RR0838                          STATION RECOVERY (1945)
 RR0838
 RR0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0838'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 RR0838'AND AS DESCRIBED BY W.R.P. IN 1934.  THE AZIMUTH MARK WAS
 RR0838'FOUND PROJECTING ABOUT 20 INCHES AND NOT VERY STABLE.  IT WAS
 RR0838'LOWERED IN THE GROUND AND REENFORCED WITH CONCRETE.  A NEW
 RR0838'DESCRIPTION FOLLOWS.
 RR0838'
 RR0838'THE STATION IS LOCATED ABOUT 4.0 MILES NE OF THE CITY OF
 RR0838'BISMARCK AND 170 FEET E OF A N-S FENCE LINE.  IT IS ON THE
 RR0838'HIGHEST PART OF ROLLING ROCKY PASTURE LAND.  THE MARK PROJECTS
 RR0838'6 INCHES AND THE DISK IS STAMPED MC GARVEY 1934.
 RR0838'
 RR0838'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 RR0838'DISKS SET IN CONCRETE.
 RR0838'
 RR0838'AZIMUTH MARK IS 0.4 MILE SSW OF THE STATION, 27 FEET N OF
 RR0838'THE APPROXIMATE CENTER LINE OF A GRADED DIRT ROAD, 25 FEET
 RR0838'E OF A TRACK ROAD, AND 9 FEET S OF THE SW FENCE CORNERPOST
 RR0838'OF PASTURE LAND.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RR0838'STAMPED MC GARVEY AZIMUTH 1934.  IT IS A BRONZE REFERENCE DISK.
 RR0838'
 RR0838'REFERENCE MARK 1 IS 25.522 METERS (83.73 FEET) SSE OF THE
 RR0838'STATION.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RR0838'MC GARVEY NO 1 1934.
 RR0838'
 RR0838'REFERENCE MARK 2 IS 27.441 METERS (90.03 FEET) W OF THE STATION.
 RR0838'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MC GARVEY
 RR0838'NO 2 1934.
 RR0838'
 RR0838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 RR0838'AND 10 IN THE CITY OF BISMARCK, GO N ON U.S. HIGHWAY 83 FOR
 RR0838'2.4 MILES TO A GRAVELED CROSS ROAD, THENCE RIGHT FOR 2.0 MILES
 RR0838'TO A T-INTERSECTION, TURN LEFT AND GO 1.0 MILE, THENCE RIGHT
 RR0838'FOR 1.0 MILE TO A T-TRACK ROAD LEFT AND THE AZIMUTH MARK AS
 RR0838'DESCRIBED.  TURN LEFT ON TRACK ROAD AND GO N FOR 0.4 MILE
 RR0838'TO SUMMIT OF GRADE AND STATION ON THE RIGHT AS DESCRIBED.
 RR0838'
 RR0838'OBSERVATIONS MADE FROM A 4-FOOT WOODEN STAND.
 RR0838
 RR0838                          STATION RECOVERY (1948)
 RR0838
 RR0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0838'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS FOUND TO
 RR0838'BE IN GOOD CONDITION.
 RR0838'
 RR0838'THE STATION AND ALL MARKS ARE LOCATED ON PROPERTY OF MR. JOHN
 RR0838'B. LANDSBERGER.  THIS STATION WAS NOT OCCUPIED IN 1948, BUT
 RR0838'WAS USED AS AN INTERSECTION STATION.
 RR0838'
 RR0838'THE 1945 DESCRIPTION TO REACH THE STATION IS ADEQUATE AND
 RR0838'CORRECT.
 RR0838
 RR0838                          STATION RECOVERY (1951)
 RR0838
 RR0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0838'THE STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE
 RR0838'FOUND IN GOOD CONDITION.  THE DIRECTIONS TO REACH THE STATION
 RR0838'ARE CORRECT.  THIS STATION WAS NOT OCCUPIED BY AN OBSERVING
 RR0838'PARTY AT THE TIME OF THIS RECOVERY.
 RR0838'
 RR0838'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 RR0838'SQUARE CONCRETE POST.  IT PROJECTS 6 INCHES, AND THE DISK
 RR0838'IS STAMPED MC GARVEY 1934.
 RR0838'
 RR0838'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 RR0838'12-INCH SQUARE CONCRETE POST.  IT IS 25.522 METERS (83.73 FEET)
 RR0838'SOUTH-SOUTHEAST OF THE STATION.  IT PROJECTS 4 INCHES AND THE
 RR0838'DISK IS STAMPED MC GARVEY NO 1 1934.
 RR0838'
 RR0838'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 RR0838'12-INCH CONCRETE POST.  IT IS 27.441 METERS (90.03 FEET) WEST
 RR0838'OF THE STATION.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RR0838'MC GARVEY NO 2 1934.
 RR0838'
 RR0838'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 RR0838'OF A 12-INCH SQUARE CONCRETE POST.  IT IS 0.4 MILE SOUTH-SOUTHWEST
 RR0838'OF THE STATION.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 RR0838'MC GARVEY AZIMUTH 1934.
 RR0838
 RR0838                          STATION RECOVERY (1956)
 RR0838
 RR0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0838'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0838'DUE TO THE WIDENING OF A SECTION LINE ROAD THE ENGINEERS OF
 RR0838'THE COUNTY HIGHWAY DEPARTMENT REQUESTED THAT THE AZIMUTH MARK
 RR0838'BE MOVED.
 RR0838'
 RR0838'OTHER CUTS COULD NOT BE OBSERVED DUE TO HAZY CONDITIONS.
 RR0838'
 RR0838'THE AZIMUTH MARK WAS RESET ON LINE TOWARD THE STATION, IN
 RR0838'THE SOUTHWEST CORNER OF A PASTURE AND 5 FEET NORTHEAST OF
 RR0838'A SQUARE CORNER POST.  THE MARK PROJECTS 6 INCHES AND THE
 RR0838'DISK IS STAMPED, MC GARVEY 1934 RESET 1956.  THE MARK WAS MOVED
 RR0838'25.49 FEET NORTH-NORTHEAST OF ITS ORIGINAL LOCATION.
 RR0838
 RR0838                          STATION RECOVERY (1965)
 RR0838
 RR0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 RR0838'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0838'CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE STATION MARK
 RR0838'AND R.M. NO. 1 AS THEY WERE IN THE WAY OF CONSTRUCTION OF A
 RR0838'TELEVISION TOWER.  THE STATION WAS MOVED ON LINE TOWARD THE
 RR0838'AZIMUTH MARK AND THE NEW STATION WAS DESIGNATED AS MC GARVEY 2.
 RR0838'THE AZIMUTH MARK AND R.M. NO. 2 WERE LEFT IN PLACE AND USED
 RR0838'WITH THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0837 ***********************************************************************
 RR0837  DESIGNATION -  MCGARVEY 2
 RR0837  PID         -  RR0837
 RR0837  STATE/COUNTY-  ND/BURLEIGH
 RR0837  USGS QUAD   -  MENOKEN SW (1976)
 RR0837
 RR0837                         *CURRENT SURVEY CONTROL
 RR0837  ___________________________________________________________________
 RR0837* NAD 83(1996)-  46 51 27.60274(N)    100 42 30.78708(W)     ADJUSTED  
 RR0837* NAVD 88     -       586.23   (+/-2cm)    1923.3    (feet)  VERTCON   
 RR0837  ___________________________________________________________________
 RR0837  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 RR0837  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 RR0837
 RR0837  HORZ ORDER  -  SECOND
 RR0837  VERT ORDER  -  THIRD ? (See Below)
 RR0837
 RR0837.The horizontal coordinates were established by classical geodetic methods
 RR0837.and adjusted by the National Geodetic Survey in January 1998..
 RR0837
 RR0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0837.The vertical order pertains to the NGVD 29 superseded value.
 RR0837
 RR0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0837
 RR0837.The geoid height was determined by GEOID03.
 RR0837
 RR0837;                    North         East     Units Scale Factor Converg.
 RR0837;SPC ND S     -   132,408.935   584,097.336   MT  0.99993593   -0 09 07.6
 RR0837;SPC ND S     -   434,412.52  1,916,329.84   iFT  0.99993593   -0 09 07.6
 RR0837;UTM  14      - 5,190,764.475   369,763.033   MT  0.99980848   -1 14 48.6
 RR0837
 RR0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0837!SPC ND S     -   0.99991150  x   0.99993593  =   0.99984743
 RR0837!UTM  14      -   0.99991150  x   0.99980848  =   0.99971999
 RR0837
 RR0837|---------------------------------------------------------------------|
 RR0837| PID    Reference Object                     Distance      Geod. Az  |
 RR0837|                                                           dddmmss.s |
 RR0837| RR0838 MCGARVEY                             59.871 METERS 00509     |
 RR0837| RR0835 MENOKEN RADIO STA KFYR MAST         APPROX.12.5 KM 0912751.0 |
 RR0837| AJ5294 MCGARVEY 2 RM 3                      20.862 METERS 18033     |
 RR0837| AJ5291 MCGARVEY AZ MK RESET                               1850928.9 |
 RR0837| AJ5293 MCGARVEY RM 2                        56.870 METERS 34005     |
 RR0837|---------------------------------------------------------------------|
 RR0837
 RR0837                          SUPERSEDED SURVEY CONTROL
 RR0837
 RR0837  NAD 83(1986)-  46 51 27.59429(N)    100 42 30.76750(W) AD(       ) 2
 RR0837  NAD 27      -  46 51 27.61802(N)    100 42 29.32010(W) AD(       ) 2
 RR0837  NGVD 29 (07/19/86)  585.80   (m)         1921.9    (f) LEVELING    3  
 RR0837
 RR0837.Superseded values are not recommended for survey control.
 RR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0837.See file dsdata.txt to determine how the superseded data were derived.
 RR0837
 RR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS6976390764(NAD 83)
 RR0837_MARKER: DS = TRIANGULATION STATION DISK
 RR0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0837_STAMPING: MCGARVEY 2 1965
 RR0837_MARK LOGO: CGS   
 RR0837_PROJECTION: PROJECTING 5 CENTIMETERS
 RR0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0837+STABILITY: SURFACE MOTION
 RR0837
 RR0837  HISTORY     - Date     Condition        Report By
 RR0837  HISTORY     - 1965     MONUMENTED       CGS
 RR0837  HISTORY     - 19850729 GOOD             NGS
 RR0837  HISTORY     - 19940729 GOOD             NDHD
 RR0837
 RR0837                          STATION DESCRIPTION
 RR0837
 RR0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 RR0837'THE STATION IS ABOUT 4 MILES NORTHEAST OF BISMARCK AND IS IN
 RR0837'THE NW 1/4 OF THE SW 1/4 OF SEC. 18, T. 139 N., R. 79 W.
 RR0837'THE LAND IS PROBABLY OWNED BY A COMPANY THAT PURCHASED 15
 RR0837'ACRES IN THE VICINITY TO ERECT A TOWER FOR CABLE TELEVISION.
 RR0837'
 RR0837'TO REACH FROM BISMARCK, FROM THE INTERSECTION OF U.S. HIGHWAY
 RR0837'10 AND 26TH STREET AT THE DAKOTA BREWERY IN THE EAST EDGE
 RR0837'OF TOWN, GO EAST ON U.S. 10 FOR 1.05 TO A SIDE ROAD LEFT, TURN
 RR0837'LEFT AND GO NORTH FOR 1.55 MILES TO THE CENTER OF THE OVERPASS
 RR0837'OVER INTERSTATE HIGHWAY 94, CONTINUE NORTH FOR 1.4 MILES TO
 RR0837'A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.0 MILE TO A
 RR0837'SIDE ROAD AND AZIMUTH MARK ON THE LEFT, TURN LEFT AND GO NORTH
 RR0837'FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 RR0837'
 RR0837'THE STATION MARK IS ON THE SOUTH SLOPE OF THE HILL TO THE
 RR0837'SOUTH OF A TOWER AND IS 154 FEET EAST OF A NORTH-SOUTH FENCE.
 RR0837'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MC GARVEY
 RR0837'2 1965.
 RR0837'
 RR0837'R.M. NO. 2 IS NORTHWEST OF THE STATION AND IS 89 FEET EAST OF
 RR0837'THE NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 RR0837'DISK IS STAMPED MC GARVEY NO 2 1934.  THE ARROW ON THE DISK
 RR0837'DOES NOT POINT TOWARD THE STATION.
 RR0837'
 RR0837'R.M. NO. 3 IS SOUTH OF THE STATION AND IS ABOUT 154 FEET EAST
 RR0837'OF THE NORTH-SOUTH FENCE.  IT IS A STANDARD DISK SET IN A
 RR0837'DRILL HOLE IN THE TOP OF A BOULDER.  THE MARK IS ABOUT FLUSH
 RR0837'WITH THE GROUND AND THE DISK IS STAMPED MC GARVEY 2 NO 3
 RR0837'1965.
 RR0837'
 RR0837'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A PASTURE, 54
 RR0837'FEET NORTH OF THE CENTERLINE OF A ROAD, 25 FEET EAST OF THE
 RR0837'CENTERLINE OF A TRACK ROAD, 4 FEET NORTHEAST OF A FENCE CORNER,
 RR0837'3 FEET NORTH OF A METAL WITNESS POST AND MARK PROJECTS 5 INCHES.
 RR0837'THE DISK IS STAMPED MC GARVEY 1934 RESET 1956.
 RR0837'
 RR0837'DISTANCE BETWEEN REFERENCE MARK NO. 2 AND REFERENCE MARK NO.
 RR0837'3 IS 251.86 FEET, 76.767 METERS.
 RR0837
 RR0837                          STATION RECOVERY (1985)
 RR0837
 RR0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 RR0837'THE STATION MARK, REFERENCE MARK 3 AND AZIMUTH MARK WERE RECOVERED IN
 RR0837'GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED WITH THE DISK BROKEN
 RR0837'OUT OF THE TOP OF THE MONUMENT.  THE AZIMUTH MARK IS BLOCKED BY A
 RR0837'GROVE OF TREES, FROM THE STATION.  REFERENCE MARK 4 AND AZIMUTH MARK 2
 RR0837'WERE ESTABLISHED THIS DATE.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RR0837' 
 RR0837'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTHEAST OF BISMARK IN
 RR0837'A FENCED AREA, WITH A MAST AND 10 SUPPORTS FOR A MULTI-WIRE ANTENNA IN
 RR0837'THE SAME AREA.  TO REACH THE STATION FROM THE INTERSECTION OF I-94
 RR0837'AND HIGHWAY 83, ON THE NORTH EDGE OF BISMARK, GO NORTH ON HIGHWAY 83
 RR0837'FOR 2.5 KM (1.55 MI) A CROSSROAD.  TURN RIGHT AND GO EAST ON ASPHALT,
 RR0837'THEN GRAVELED, ROAD FOR 3.2 KM (2.00 MI) TO AN ASPHALT CROSSROAD.
 RR0837'CONTINUE EAST ON GRAVELED ROAD FOR 1.5 KM (0.95 MI) TO AZIMUTH MARK 2
 RR0837'ON THE RIGHT.  CONTINUE EAST FOR 0.15 KM (0.10 MI) TO A CROSSROAD AND
 RR0837'AZIMUTH MARK 1 IN NE QUAD OF INTERSECTION.  TURN LEFT AND GO NORTH ON
 RR0837'GRAVELED ROAD FOR 0.55 KM (0.35 MI) TO A GATE ON THE RIGHT, LEADING
 RR0837'INTO FENCED AREA AND ANTENNAE AND A MAST.  PASS THROUGH GATE AND GO
 RR0837'0.1 KM (0.05 MI) SOUTHWEST TO STATION MARK.
 RR0837' 
 RR0837'THE STATION IS A STANDARD CGS DISK STAMPED--MCGARVEY 2 1965--, SET
 RR0837'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 RR0837'DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 57
 RR0837'METERS (187.0 FT) EAST FROM THE CENTER OF A GRAVELED ROAD.  31.1
 RR0837'METERS (102.0 FT) WEST FROM THE SOUTH CONCRETE ANTENNA FOOTING.  23.8
 RR0837'METERS (78.1 FT) NORTH FROM A FENCE AND 0.3 METER (1.0 FT) SOUTH FROM
 RR0837'A WITNESS POST.
 RR0837' 
 RR0837'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--MCGARVEY 2 NO 3
 RR0837'1965--, SET INTO ROCK OUTCROP 0.6 METER (2.0 FT) LARGEST DIMENSION.
 RR0837'LOCATED 57 METERS (187.0 FT) FROM THE CENTER OF THE ROAD AND 2.9
 RR0837'METERS (9.5 FT) NORTH FROM A FENCE.  0.6 METER (2.0 FT) LOWER THAN THE
 RR0837'STATION.
 RR0837' 
 RR0837'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--MCGARVEY 2 1965 NO
 RR0837'4 1985--, SET INTO A ROCK OUTCROP. LOCATED 68.5 METERS (224.7 FT) EAST
 RR0837'FROM THE CENTER OF THE ROAD. 33.2 METERS (108.9 FT) NORTH FROM A
 RR0837'FENCE.
 RR0837'12.8 METER (42.0 FT) WEST FROM A CYLINDRICAL CONCRETE ANTENNA FOOTING
 RR0837'WITH CHISELED X IN THE TOP AND 1 METER (3.3 FT) HIGHER THAN THE
 RR0837'STATION.
 RR0837' 
 RR0837'AZIMITH MARK NO 2 IS A STANDARD NGS DISK STAMPED--MCGARVEY 2 1965 NO 2
 RR0837'1985--, SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER OF 0.9 M
 RR0837'(3 FT).  IT IS 18.3 M (60 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 RR0837'0.9 M (3 FT) NORTH OF A POWER LINE AND 0.6 M (2 FT) EAST OF A WITNESS
 RR0837'POST.
 RR0837
 RR0837                          STATION RECOVERY (1994)
 RR0837
 RR0837'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 RR0837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1742 ***********************************************************************
 TG1742  DESIGNATION -  MCGILLIVRAY
 TG1742  PID         -  TG1742
 TG1742  STATE/COUNTY-  ND/BURKE
 TG1742  USGS QUAD   -  BOWBELLS NE (1949)
 TG1742
 TG1742                         *CURRENT SURVEY CONTROL
 TG1742  ___________________________________________________________________
 TG1742* NAD 83(1996)-  48 54 32.08506(N)    102 02 10.54105(W)     ADJUSTED  
 TG1742* NAVD 88     -       573.1    (meters)    1880.     (feet)  VERTCON   
 TG1742  ___________________________________________________________________
 TG1742  X           -    -875,920.292 (meters)                     COMP
 TG1742  Y           -  -4,108,094.891 (meters)                     COMP
 TG1742  Z           -   4,784,323.686 (meters)                     COMP
 TG1742  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 TG1742  ELLIP HEIGHT-         552.92  (meters)          (01/23/98) GPS OBS
 TG1742  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 TG1742
 TG1742  HORZ ORDER  -  FIRST
 TG1742  ELLP ORDER  -  FOURTH    CLASS I
 TG1742
 TG1742.The horizontal coordinates were established by classical geodetic methods
 TG1742.and adjusted by the National Geodetic Survey in January 1998..
 TG1742
 TG1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1742
 TG1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TG1742
 TG1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1742
 TG1742.The ellipsoidal height was determined by GPS observations
 TG1742.and is referenced to NAD 83.
 TG1742
 TG1742.The geoid height was determined by GEOID03.
 TG1742
 TG1742;                    North         East     Units Scale Factor Converg.
 TG1742;SPC ND N     -   213,371.060   487,387.173   MT  1.00003956   -1 08 35.5
 TG1742;SPC ND N     -   700,036.29  1,599,039.28   iFT  1.00003956   -1 08 35.5
 TG1742;UTM  13      - 5,421,564.789   717,157.252   MT  1.00017936   +2 14 04.3
 TG1742;UTM  14      - 5,421,774.649   277,529.568   MT  1.00020806   -2 17 21.3
 TG1742
 TG1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1742!SPC ND N     -   0.99991336  x   1.00003956  =   0.99995291
 TG1742!UTM  13      -   0.99991336  x   1.00017936  =   1.00009270
 TG1742!UTM  14      -   0.99991336  x   1.00020806  =   1.00012140
 TG1742
 TG1742|---------------------------------------------------------------------|
 TG1742| PID    Reference Object                     Distance      Geod. Az  |
 TG1742|                                                           dddmmss.s |
 TG1742| CQ8575 MCGILLIVRAY RM 1                     36.347 METERS 15742     |
 TG1742| CQ8877 T163N R88W SEC 36 RM                               2615307.5 |
 TG1742| CQ8576 MCGILLIVRAY RM 2                     25.245 METERS 28414     |
 TG1742|---------------------------------------------------------------------|
 TG1742
 TG1742                          SUPERSEDED SURVEY CONTROL
 TG1742
 TG1742  NAD 83(1986)-  48 54 32.08259(N)    102 02 10.52837(W) AD(       ) 1
 TG1742  NAD 27      -  48 54 31.98410(N)    102 02 08.93160(W) AD(       ) 1
 TG1742  NGVD 29 (08/25/89)  572.7    (m)         1879.     (f) GPS OBS        
 TG1742
 TG1742.Superseded values are not recommended for survey control.
 TG1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1742.See file dsdata.txt to determine how the superseded data were derived.
 TG1742
 TG1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ1715721565(NAD 83)
 TG1742_MARKER: DH = HORIZONTAL CONTROL DISK
 TG1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1742_SP_SET: SQUARE CONCRETE MONUMENT
 TG1742_MARK LOGO: GSC   
 TG1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1742+STABILITY: SURFACE MOTION
 TG1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TG1742+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1988
 TG1742
 TG1742  HISTORY     - Date     Condition        Report By
 TG1742  HISTORY     - 1924     MONUMENTED       GSC
 TG1742  HISTORY     - 1924     GOOD             GSC
 TG1742  HISTORY     - 1935     GOOD             CGS
 TG1742  HISTORY     - 1963     GOOD             CGS
 TG1742  HISTORY     - 19880908 GOOD             NGS
 TG1742
 TG1742                          STATION DESCRIPTION
 TG1742
 TG1742'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1742'IN SW 1/4 SEC. 25, T. 163 N., R. 88 W., FIFTH PRINCIPAL MERIDIAN,
 TG1742'NEAR THE SOUTH BOUNDARY OF THE SECTION, ABOUT 300 METERS DUE
 TG1742'WEST OF A HOUSE.
 TG1742'
 TG1742'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TG1742'MARK.  THE REFERENCE MARK IS THE CORNER MARK AT THE CENTER OF
 TG1742'THE SOUTH SIDE OF THE ABOVE SECTION, 286.40 METERS
 TG1742'S 78 DEG 22 MIN E., FROM THE STATION.
 TG1742
 TG1742                          STATION RECOVERY (1924)
 TG1742
 TG1742'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1924
 TG1742'RECOVERED IN GOOD CONDITION.
 TG1742
 TG1742                          STATION RECOVERY (1935)
 TG1742
 TG1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1742'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TG1742'THE SURFACE MARK PROJECTS 16 INCHES ABOVE THE GROUND.
 TG1742
 TG1742                          STATION RECOVERY (1963)
 TG1742
 TG1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1742'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TG1742'REFERENCE MARKS NO. 1 AND NO. 2 WERE ESTABLISHED AT THIS
 TG1742'DATE.  THE USGLO SURVEY MARK WAS USED AS AN AZIMUTH.
 TG1742'
 TG1742'A COMPLETE NEW DESCRIPTION FOLLOWS--
 TG1742'
 TG1742'THE STATION IS LOCATED ABOUT 16 MILES NORTH AND 2-1/2 MILES
 TG1742'EAST OF KENMARE IN A CULTIVATED FIELD AND IN THE SOUTHWEST
 TG1742'1/4 OF SECTION 25, T163N AND R88W.
 TG1742'
 TG1742'TO REACH THE STATION FROM THE POST OFFICE IN KENMARE, GO
 TG1742'EAST 1/2 BLOCK, TURN RIGHT GO SOUTH 1 BLOCK, TURN LEFT, GO
 TG1742'EAST FOR 0.9 MILE TO THE JUNCTION WITH U.S. HIGHWAY 52.  TURN
 TG1742'LEFT, GO NORTH ON U.S. HIGHWAY 52 FOR 9.2 MILES TO A FORK
 TG1742'WHERE THE HIGHWAY TURNS TO THE WEST.  CONTINUE NORTH ON GRAVELED
 TG1742'ROAD FOR 0.25 MILE TO A CROSSROADS, TURN RIGHT, GO EAST FOR
 TG1742'2.0 MILES TO A CROSSROADS.  TURN LEFT, GO NORTH FOR 7.0 MILES
 TG1742'TO THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF
 TG1742'THE INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO
 TG1742'THE STATION ON THE LEFT, NORTH SIDE OF THE ROAD.
 TG1742'
 TG1742'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A 12-INCH
 TG1742'SQUARE CONCRETE MONUMENT AND IT IS UNSTAMPED.  IT IS 187 FEET
 TG1742'NORTH OF THE CENTER OF ROAD, 120 FEET NORTH-NORTHWEST OF A
 TG1742'POWERLINE POLE AND 1 FOOT SOUTH OF THE WITNESS POST.
 TG1742'
 TG1742'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MC GILLAVRAY
 TG1742'NO 1 1924 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TG1742'MONUMENT PROJECTING 6 INCHES.  IT IS 122.2 FEET SOUTH-SOUTHEAST
 TG1742'OF THE WITNESS POST, 76 FEET NORTH OF THE CENTER OF ROAD AND
 TG1742'1.2 FEET WEST OF A POWERLINE POLE.
 TG1742'
 TG1742'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MC GILLAVRAY
 TG1742'NO 2 1924 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TG1742'MONUMENT PROJECTING 6 INCHES.  IT IS 206 FEET NORTH OF THE
 TG1742'CENTER OF ROAD, 82.3 FEET WEST OF THE WITNESS POST AND AT THE
 TG1742'WEST EDGE OF A CULTIVATED FIELD.
 TG1742'
 TG1742'THE USGLO MARK IS A BRONZE DISK, STAMPED S 25 R.M. 1947, SET
 TG1742'IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH
 TG1742'WITH THE GROUND.  IT IS 32 FEET EAST OF THE CENTER OF DRIVEWAY
 TG1742'TO FARM HOME, 18 FEET SOUTHEAST OF A POWERLINE POLE 1 FOOT SOUTH
 TG1742'OF THE WITNESS POST.
 TG1742'
 TG1742'THE USGLO MARK IS A BRONZE DISK, STAMPED S 36 R.M. 1947, SET
 TG1742'IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TG1742'3 INCHES.  IT IS 85 FEET SOUTHEAST OF THE CENTER OF INTERSECTION,
 TG1742'16 FEET SOUTHWEST OF A POWERLINE POLE AND 1.1 FEET NORTH OF THE
 TG1742'WITNESS POST.
 TG1742'
 TG1742'OFFICE NOTE--NAME OF STATION MC GILLIVRAY AS LISTED IN IBC
 TG1742'PUBLICATION SHOULD BE CARRIED IN FILES ALTHOUGH REFERENCE MARKS
 TG1742'ARE STAMPED MC GILLAVRAY.
 TG1742
 TG1742                          STATION RECOVERY (1988)
 TG1742
 TG1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 TG1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1157 ***********************************************************************
 SM1157  DESIGNATION -  MCHENRY
 SM1157  PID         -  SM1157
 SM1157  STATE/COUNTY-  ND/FOSTER
 SM1157  USGS QUAD   -  JUANITA (1961)
 SM1157
 SM1157                         *CURRENT SURVEY CONTROL
 SM1157  ___________________________________________________________________
 SM1157* NAD 83(1996)-  47 33 20.05531(N)    098 38 56.33880(W)     ADJUSTED  
 SM1157* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 SM1157  ___________________________________________________________________
 SM1157  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 SM1157  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 SM1157
 SM1157  HORZ ORDER  -  FIRST
 SM1157
 SM1157.The horizontal coordinates were established by classical geodetic methods
 SM1157.and adjusted by the National Geodetic Survey in January 1998..
 SM1157
 SM1157.The orthometric height was scaled from a topographic map.
 SM1157
 SM1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1157
 SM1157.The geoid height was determined by GEOID03.
 SM1157
 SM1157;                    North         East     Units Scale Factor Converg.
 SM1157;SPC ND N     -    63,443.111   739,298.542   MT  0.99997821   +1 22 38.7
 SM1157;SPC ND N     -   208,146.69  2,425,520.15   iFT  0.99997821   +1 22 38.7
 SM1157;UTM  14      - 5,266,965.394   526,408.371   MT  0.99960857   +0 15 32.5
 SM1157
 SM1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1157!SPC ND N     -   0.99992720  x   0.99997821  =   0.99990542
 SM1157!UTM  14      -   0.99992720  x   0.99960857  =   0.99953580
 SM1157
 SM1157:                Primary Azimuth Mark                     Grid Az
 SM1157:SPC ND N     -  MC HENRY ED ALFSENS ELEVATOR             058 48 17.2
 SM1157:UTM  14      -  MC HENRY ED ALFSENS ELEVATOR             059 55 23.4
 SM1157
 SM1157|---------------------------------------------------------------------|
 SM1157| PID    Reference Object                     Distance      Geod. Az  |
 SM1157|                                                           dddmmss.s |
 SM1157| SM1155 MC HENRY ED ALFSENS ELEVATOR        APPROX. 5.2 KM 0601055.9 |
 SM1157| CQ5674 MCHENRY RM 1                         27.716 METERS 09046     |
 SM1157| SM1131 GLENFIELD NE LUTHERAN CH SPIRE      APPROX.12.6 KM 1513020.8 |
 SM1157| SM1130 GLENFIELD GRAIN CO ELEVATOR         APPROX.13.0 KM 1514029.5 |
 SM1157| SM1156 JUANITA MONARCH ELEV CO ELEV        APPROX. 6.6 KM 2054326.1 |
 SM1157| CQ5675 MCHENRY RM 2                         25.848 METERS 24231     |
 SM1157| CQ5673 MCHENRY AZ MK                                      3583920.4 |
 SM1157|---------------------------------------------------------------------|
 SM1157
 SM1157                          SUPERSEDED SURVEY CONTROL
 SM1157
 SM1157  NAD 83(1986)-  47 33 20.05644(N)    098 38 56.33604(W) AD(       ) 1
 SM1157  NAD 27      -  47 33 20.07300(N)    098 38 54.97400(W) AD(       ) 1
 SM1157
 SM1157.Superseded values are not recommended for survey control.
 SM1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1157.See file dsdata.txt to determine how the superseded data were derived.
 SM1157
 SM1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT2640866965(NAD 83)
 SM1157_MARKER: DS = TRIANGULATION STATION DISK
 SM1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1157
 SM1157  HISTORY     - Date     Condition        Report By
 SM1157  HISTORY     - 1934     MONUMENTED       CGS
 SM1157  HISTORY     - 1941     GOOD             CGS
 SM1157  HISTORY     - 1948     GOOD             USGS
 SM1157
 SM1157                          STATION DESCRIPTION
 SM1157
 SM1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1157'STATION IS LOCATED APPROXIMATELY 3.0 MILES WSW OF MC HENRY,
 SM1157'APPROXIMATELY 1000 FEET, S OF NW CORNER OF SEC. 3, T. 147 N,
 SM1157'R. 63 W, IN MC HENRY TOWNSHIP ON LAND OWNED BY THE FEDERAL
 SM1157'LAND BANK.  IT IS 4 FEET N OF E-W FENCE LINE.  MARK IS FLUSH
 SM1157'WITH THE GROUND.
 SM1157'
 SM1157'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1157'BRONZE DISKS SET IN CONCRETE.
 SM1157'
 SM1157'REFERENCE MARK NO. 1 IS 27.716 METERS (90.93 FEET) N OF
 SM1157'STATION IN E-W FENCE LINE.
 SM1157'
 SM1157'REFERENCE MARK NO. 2 IS 25.848 METERS (84.80 FEET) SW OF STATION
 SM1157'IN N-S FENCE LINE.
 SM1157'
 SM1157'AZIMUTH MARK IS N OF STATION, 27 FEET E OF CENTER LINE OF N-S
 SM1157'DIRT ROAD LEADING TO STATION.  REACHED BY GOING N 0.6 MILE
 SM1157'ON ROAD LEADING TO STATION, MARK IS ON LEFT SIDE OF ROAD.
 SM1157'
 SM1157'STATION IS REACHED FROM MC HENRY BY FOLLOWING THE GRACE CITY
 SM1157'(GRAVEL) ROAD 3.0 MILES W FROM WHERE STATE HIGHWAY 20 TURNS N
 SM1157'ON S EDGE OF MC HENRY.  AT T-ROAD TURN LEFT (S) AND GO 1.2
 SM1157'MILES TO TOP OF RISE.  STATION IS E OF ROAD ON TOP OF HILL
 SM1157'JUST TO THE N OF E-W FENCE LINE.
 SM1157'
 SM1157'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM1157
 SM1157                          STATION RECOVERY (1941)
 SM1157
 SM1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1157'STATION RECOVERED AND FOUND AS DESCRIBED WITH THE EXCEPTION OF
 SM1157'TIE-IN DISTANCES TO A FENCE AND A DIFFERENCE OF 58 SECONDS
 SM1157'IN THE DIRECTION TO REFERENCE MARK NO. 2.  THERE IS NO FENCE
 SM1157'AT THE STATION SITE.  NEW DESCRIPTION FOLLOWS--
 SM1157'
 SM1157'STATION IS LOCATED ABOUT 2.75 MILES W AND 1.5 MILES S OF MC
 SM1157'HENRY ON THE HIGHEST POINT OF A PROMINENT HILL.  IT IS ABOUT
 SM1157'0.2 MILE S AND 35 YARDS E OF THE NW CORNER OF SEC. 13, T. 147
 SM1157'N, R. 63 W, 6.2 FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED
 SM1157'MC HENRY 1934 AND IS SET FLUSH WITH THE GROUND.
 SM1157'
 SM1157'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1157'BRONZE DISKS SET IN CONCRETE.
 SM1157'
 SM1157'REFERENCE MARK NO. 1 IS E OF THE STATION, STAMPED MC HENRY NO. 1
 SM1157'1934 AND PROJECTS 12 INCHES.
 SM1157'
 SM1157'REFERENCE MARK NO. 2 IS WSW OF THE STATION, STAMPED MC HENRY NO. 2
 SM1157'1934 AND PROJECTS 8 INCHES.
 SM1157'
 SM1157'THE AZIMUTH MARK IS 2 FEET S OF A WHITE REFERENCE POST, 27
 SM1157'FEET E OF THE CENTER LINE OF A SECTION LINE ROAD AND 1 FOOT
 SM1157'E OF A FENCE.  IT IS STAMPED MC HENRY AZI 1934 AND PROJECTS
 SM1157'4 INCHES.
 SM1157'
 SM1157'TO REACH THE STATION FROM THE S EDGE OF MC HENRY WHERE
 SM1157'STATE HIGHWAY 20 MAKES A RIGHT TURN (N), GO W ON A GRAVEL ROAD
 SM1157'FOR 3.0 MILES TO A T-ROAD LEFT, TURN LEFT (S) ON A POOR DIRT
 SM1157'SECTION LINE ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 SM1157'CONTINUE S FOR 0.6 MILE TO THE TOP OF GRADE, STATION IS THEN
 SM1157'35 YARDS E ON HIGHEST POINT OF HILL.
 SM1157'
 SM1157'A 24-FOOT SIGNAL AT MOSE IS VISIBLE ON THE GROUND.
 SM1157'
 SM1157'A 64-FOOT SIGNAL AT KINGSLEY IS VISIBLE ON THE GROUND.
 SM1157'
 SM1157'A 64-FOOT SIGNAL AT GLENFIELD IS VISIBLE ON THE GROUND.
 SM1157'
 SM1157'A 24-FOOT SIGNAL AT HAVEN IS VISIBLE ON THE GROUND.
 SM1157'
 SM1157'A 24-FOOT SIGNAL AT LARRABEE IS VISIBLE ON THE GROUND.
 SM1157
 SM1157                          STATION RECOVERY (1948)
 SM1157
 SM1157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 SM1157'STATION IN GOOD CONDITION.  APPROXIMATELY 1000 FT. S OF THE NW
 SM1157'CORNER OF SECTION 13 (ERRONEOUSLY SECTION 3), T 147 N, R 63 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0800 ***********************************************************************
 RR0800  DESIGNATION -  MCINTYRE
 RR0800  PID         -  RR0800
 RR0800  STATE/COUNTY-  ND/EMMONS
 RR0800  USGS QUAD   -  CANNON BALL (1968)
 RR0800
 RR0800                         *CURRENT SURVEY CONTROL
 RR0800  ___________________________________________________________________
 RR0800* NAD 83(1996)-  46 28 30.48407(N)    100 32 13.83767(W)     ADJUSTED  
 RR0800* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 RR0800  ___________________________________________________________________
 RR0800  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 RR0800  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RR0800
 RR0800  HORZ ORDER  -  SECOND
 RR0800
 RR0800.The horizontal coordinates were established by classical geodetic methods
 RR0800.and adjusted by the National Geodetic Survey in January 1998..
 RR0800
 RR0800.The orthometric height was scaled from a topographic map.
 RR0800
 RR0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0800
 RR0800.The geoid height was determined by GEOID03.
 RR0800
 RR0800;                    North         East     Units Scale Factor Converg.
 RR0800;SPC ND S     -    89,866.946   597,145.014   MT  0.99995543   -0 01 37.6
 RR0800;SPC ND S     -   294,839.06  1,959,137.19   iFT  0.99995543   -0 01 37.6
 RR0800;UTM  14      - 5,147,988.284   381,996.446   MT  0.99977116   -1 06 52.9
 RR0800
 RR0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0800!SPC ND S     -   0.99990724  x   0.99995543  =   0.99986268
 RR0800!UTM  14      -   0.99990724  x   0.99977116  =   0.99967842
 RR0800
 RR0800                          SUPERSEDED SURVEY CONTROL
 RR0800
 RR0800  NAD 83(1986)-  46 28 30.47453(N)    100 32 13.82619(W) AD(       ) 2
 RR0800  NAD 27      -  46 28 30.49400(N)    100 32 12.39800(W) AD(       ) 2
 RR0800
 RR0800.Superseded values are not recommended for survey control.
 RR0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0800.See file dsdata.txt to determine how the superseded data were derived.
 RR0800
 RR0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8199647988(NAD 83)
 RR0800_MARKER: Z = SEE DESCRIPTION
 RR0800_SETTING: 0 = UNSPECIFIED SETTING
 RR0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0800
 RR0800  HISTORY     - Date     Condition        Report By
 RR0800  HISTORY     - 1889     MONUMENTED       MORC
 RR0800  HISTORY     - 1945     MARK NOT FOUND   CGS
 RR0800
 RR0800                          STATION DESCRIPTION
 RR0800
 RR0800'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0800'LOCATED ON THE LEFT BANK, ON A HIGH BLUFF, 3 MILES NE FROM
 RR0800'THE MOUTH OF LONG LAKE CREEK, AND 1/2 MILE S FROM THE CREEK.
 RR0800'THERE IS HIGHER LAND 1/4 MILE SE.  THE STATION IS NEARLY
 RR0800'E FROM THE SITE OF FORT RICE.
 RR0800
 RR0800                          STATION RECOVERY (1945)
 RR0800
 RR0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EBP)
 RR0800'THIS STATION WAS ON THE PLATEAU APPROXIMATELY 1 MILE NW FROM
 RR0800'STATION HAZELTON.  AT ONE POINT WHICH IS THE APPROXIMATE
 RR0800'HIGHEST POINT OF THE PLATEAU, THE REMAINS OF A LARGE CAIRN
 RR0800'WERE FOUND.  THIS AREA HAD BEEN DUG OUT PREVIOUSLY AND NO
 RR0800'EVIDENCE OF ANY MARKS NOW REMAIN.  IT IS BELIEVED THE STATION
 RR0800'IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0809 ***********************************************************************
 RP0809  DESIGNATION -  MCLEOD
 RP0809  PID         -  RP0809
 RP0809  STATE/COUNTY-  ND/RICHLAND
 RP0809  USGS QUAD   -  MC LEOD (1961)
 RP0809
 RP0809                         *CURRENT SURVEY CONTROL
 RP0809  ___________________________________________________________________
 RP0809* NAD 83(1996)-  46 26 28.53982(N)    097 16 18.79046(W)     ADJUSTED  
 RP0809* NAVD 88     -       326.52   (+/-2cm)    1071.3    (feet)  VERTCON   
 RP0809  ___________________________________________________________________
 RP0809  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 RP0809  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RP0809
 RP0809  HORZ ORDER  -  THIRD
 RP0809  VERT ORDER  -  THIRD ? (See Below)
 RP0809
 RP0809.The horizontal coordinates were established by classical geodetic methods
 RP0809.and adjusted by the National Geodetic Survey in January 1998..
 RP0809
 RP0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0809.The vertical order pertains to the NGVD 29 superseded value.
 RP0809
 RP0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0809
 RP0809.The geoid height was determined by GEOID03.
 RP0809
 RP0809;                    North         East     Units Scale Factor Converg.
 RP0809;SPC ND S     -    91,197.161   847,985.193   MT  0.99995929   +2 21 16.3
 RP0809;SPC ND S     -   299,203.28  2,782,103.65   iFT  0.99995929   +2 21 16.3
 RP0809;UTM  14      - 5,144,527.417   632,743.174   MT  0.99981660   +1 15 09.0
 RP0809
 RP0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0809!SPC ND S     -   0.99995292  x   0.99995929  =   0.99991221
 RP0809!UTM  14      -   0.99995292  x   0.99981660  =   0.99976953
 RP0809
 RP0809:                Primary Azimuth Mark                     Grid Az
 RP0809:SPC ND S     -  MCLEOD AZ MK                             042 50 13.7
 RP0809:UTM  14      -  MCLEOD AZ MK                             043 56 21.0
 RP0809
 RP0809|---------------------------------------------------------------------|
 RP0809| PID    Reference Object                     Distance      Geod. Az  |
 RP0809|                                                           dddmmss.s |
 RP0809| CO6360 MCLEOD AZ MK                                       0451130.0 |
 RP0809| CO6361 MCLEOD RM 1                          28.859 METERS 06809     |
 RP0809| RP0810 MCLEOD 2                             28.202 METERS 13945     |
 RP0809| CO6364 MCLEOD 2 RM 4                        29.050 METERS 16617     |
 RP0809| CO6362 MCLEOD RM 2                          27.959 METERS 16810     |
 RP0809|---------------------------------------------------------------------|
 RP0809
 RP0809                          SUPERSEDED SURVEY CONTROL
 RP0809
 RP0809  NAD 83(1986)-  46 26 28.54014(N)    097 16 18.78228(W) AD(       ) 3
 RP0809  NAD 27      -  46 26 28.66900(N)    097 16 17.44100(W) AD(       ) 3
 RP0809  NGVD 29 (07/19/86)  326.23   (m)         1070.3    (f) LEVELING    3  
 RP0809
 RP0809.Superseded values are not recommended for survey control.
 RP0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0809.See file dsdata.txt to determine how the superseded data were derived.
 RP0809
 RP0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3274344527(NAD 83)
 RP0809_MARKER: DS = TRIANGULATION STATION DISK
 RP0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0809
 RP0809  HISTORY     - Date     Condition        Report By
 RP0809  HISTORY     - 1954     MONUMENTED       CGS
 RP0809  HISTORY     - 1968     GOOD             NDHD
 RP0809  HISTORY     - 1974     GOOD             NGS
 RP0809
 RP0809                          STATION DESCRIPTION
 RP0809
 RP0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0809'THE STATION IS NEAR THE CENTER OF THE NORTH SIDE OF SEC.
 RP0809'7, T. 134 N.  R. 52 W. IN A PASTURE ON PROPERTY OWNED BY MR.
 RP0809'WESLEY LEIBBRAND.  IT IS 3 MILES NORTH AND 1 MILE EAST OF
 RP0809'MC LEOD AND ABOUT 1/2 MILE EAST OF THE RICHLAND-RANSOM COUNTY
 RP0809'LINE.
 RP0809'
 RP0809'TO REACH FROM THE MC LEOD POST OFFICE, GO SOUTHWESTERLY
 RP0809'ON THE MAIN STREET FOR 0.1 MILE, TURN RIGHT AND FOLLOW THE
 RP0809'MAIN GRAVEL ROAD NORTHWESTERLY AND NORTH FOR 3.6 MILES TO
 RP0809'A CROSSROAD.  TURN RIGHT, EAST, GO 1.45 MILES TO A HOUSE
 RP0809'ON THE LEFT, CONTINUE EAST FOR 0.1 MILE TO THE EAST END OF
 RP0809'A LANE ON THE RIGHT.
 RP0809'
 RP0809'THE STATION MARK, 65 FEET SOUTH OF THE CENTER OF THE GRAVEL
 RP0809'ROAD, 58 FEET WEST-SOUTHWEST OF THE WEST GATEPOST, 20 FEET
 RP0809'EAST OF THE EAST END OF A LANE, 15.5 FEET SOUTH OF A WITNESS
 RP0809'POST AND 15.0 FEET SOUTH OF A BARBED-WIRE FENCE, IS FLUSH
 RP0809'WITH THE GROUND SURFACE.  THE DISK IS STAMPED MCLEOD 1954.
 RP0809'
 RP0809'REFERENCE MARK NO. 1, NORTHEAST OF AND 2 FEET LOWER THAN
 RP0809'THE STATION, IS 47 FEET SOUTH OF THE CENTER OF THE GRAVEL
 RP0809'ROAD, 14.5 FEET EAST OF THE EAST GATEPOST, 1.5 FEET SOUTH
 RP0809'OF THE BARBED-WIRE FENCE AND PROJECTS 4 INCHES.  THE DISK
 RP0809'IS STAMPED MCLEOD NO 1 1954.
 RP0809'
 RP0809'REFERENCE MARK NO. 2, SOUTH OF AND 2 FEET HIGHER THAN THE
 RP0809'STATION, IS 156 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 RP0809'75.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RP0809'LANE AND PROJECTS 4 INCHES.  THE DISK IS STAMPED MCLEOD
 RP0809'NO 2 1954.
 RP0809'
 RP0809'THE AZIMUTH MARK, 0.7 MILE NORTH-NORTHEAST OF THE STATION,
 RP0809'IS 270 FEET NORTH OF A SMALL GROUP OF TREES, 200 FEET WEST-SOUTHWEST
 RP0809'OF A SECOND SMALL GROUP OF TREES, 45 FEET SOUTH OF THE SOUTH
 RP0809'EDGE OF A PATCH OF BRUSH ABOUT 18 INCHES HIGH, 2 FEET SOUTHWEST
 RP0809'OF A WITNESS POST AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RP0809'MCLEOD 1954.
 RP0809'
 RP0809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 RP0809'GRAVEL ROAD FOR 0.5 MILE TO A GATE ON THE LEFT.  TURN LEFT
 RP0809'AND FOLLOW THE LITTLE-USED GRADED ROAD NORTH FOR 0.4 MILE TO
 RP0809'A SMALL GROVE OF TREES ON THE LEFT.  TURN LEFT AT THE SOUTH EDGE
 RP0809'OF THE TREES AND GO WEST ACROSS COUNTRY 0.05 MILE TO THE
 RP0809'AZIMUTH MARK ON THE SUMMIT OF A VERY LOW RIDGE.
 RP0809'
 RP0809'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RP0809
 RP0809                          STATION RECOVERY (1968)
 RP0809
 RP0809'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968 (ARP)
 RP0809'MC LEOD 1954-STATION FOUND IN GOOD CONDITION.
 RP0809
 RP0809                          STATION RECOVERY (1974)
 RP0809
 RP0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RP0809'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 RP0809'REFERENCE MARK NO. 1 WAS NOT FOUND, APPARENTLY IT HAD BEEN GRADED
 RP0809'OUT.  REFERENCE MARK NO. 2 WAS FOUND IN POOR CONDITION, IT HAD BEEN
 RP0809'HIT BY FARM MACHINERY, THE DISTANCE DIFFERED BY 0.14 METERS AND
 RP0809'THE DIRECTION BY 11-MINUTES.  DUE TO HIGHWAY IMPROVEMENTS THE
 RP0809'STATE HIGHWAY DEPARTMENT REQUESTED THAT THE STATION MARK BE
 RP0809'MOVED, STATION MCLEOD 2 AND REFERENCE MARKS NO. 3 AND NO. 4 WERE
 RP0809'SET.  THE DISKS WERE REMOVED FROM STATION MARKS MCLEOD AND FROM
 RP0809'REFERENCE MARK NO. 2 UPON COMPLETION OF THE WORK.
 RP0809'
 RP0809'FOR FURTHER INFORMATION SEE DESCRIPTION OF MCLEOD 2 1974.
 RP0809'
 RP0809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3.5 MILES NE
 RP0809'OF MCLEOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0810 ***********************************************************************
 RP0810  DESIGNATION -  MCLEOD 2
 RP0810  PID         -  RP0810
 RP0810  STATE/COUNTY-  ND/RICHLAND
 RP0810  USGS QUAD   -  MC LEOD (1961)
 RP0810
 RP0810                         *CURRENT SURVEY CONTROL
 RP0810  ___________________________________________________________________
 RP0810* NAD 83(1996)-  46 26 27.84272(N)    097 16 17.93682(W)     ADJUSTED  
 RP0810* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 RP0810  ___________________________________________________________________
 RP0810  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 RP0810  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RP0810
 RP0810  HORZ ORDER  -  THIRD
 RP0810
 RP0810.The horizontal coordinates were established by classical geodetic methods
 RP0810.and adjusted by the National Geodetic Survey in January 1998..
 RP0810.No horizontal observational check was made to the station.
 RP0810
 RP0810.The orthometric height was scaled from a topographic map.
 RP0810
 RP0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0810
 RP0810.The geoid height was determined by GEOID03.
 RP0810
 RP0810;                    North         East     Units Scale Factor Converg.
 RP0810;SPC ND S     -    91,176.404   848,004.283   MT  0.99995931   +2 21 16.9
 RP0810;SPC ND S     -   299,135.18  2,782,166.28   iFT  0.99995931   +2 21 16.9
 RP0810;UTM  14      - 5,144,506.299   632,761.858   MT  0.99981666   +1 15 09.6
 RP0810
 RP0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0810!SPC ND S     -   0.99995295  x   0.99995931  =   0.99991227
 RP0810!UTM  14      -   0.99995295  x   0.99981666  =   0.99976962
 RP0810
 RP0810:                Primary Azimuth Mark                     Grid Az
 RP0810:SPC ND S     -  MCLEOD AZ MK                             041 22 53.3
 RP0810:UTM  14      -  MCLEOD AZ MK                             042 29 00.6
 RP0810
 RP0810|---------------------------------------------------------------------|
 RP0810| PID    Reference Object                     Distance      Geod. Az  |
 RP0810|                                                           dddmmss.s |
 RP0810| CO6360 MCLEOD AZ MK                                       0434410.2 |
 RP0810| CO6363 MCLEOD 2 RM 3                        12.771 METERS 20428     |
 RP0810| CO6364 MCLEOD 2 RM 4                        13.163 METERS 23927     |
 RP0810| RP0809 MCLEOD                               28.202 METERS 31945     |
 RP0810|---------------------------------------------------------------------|
 RP0810
 RP0810                          SUPERSEDED SURVEY CONTROL
 RP0810
 RP0810  NAD 83(1986)-  46 26 27.84303(N)    097 16 17.92864(W) AD(       ) 3
 RP0810  NAD 27      -  46 26 27.97189(N)    097 16 16.58739(W) AD(       ) 3
 RP0810
 RP0810.Superseded values are not recommended for survey control.
 RP0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0810.See file dsdata.txt to determine how the superseded data were derived.
 RP0810
 RP0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS3276244506(NAD 83)
 RP0810_MARKER: DS = TRIANGULATION STATION DISK
 RP0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0810
 RP0810  HISTORY     - Date     Condition        Report By
 RP0810  HISTORY     - 1974     MONUMENTED       NGS
 RP0810
 RP0810                          STATION DESCRIPTION
 RP0810
 RP0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 RP0810'THE STATION IS LOCATED NEAR THE CENTER OF THE NORTH SIDE OF SEC.
 RP0810'7, T 134 N, R 52 W, IN A HAY STACK STORAGE AREA, ALONG THE SOUTH
 RP0810'SIDE OF STATE ROUTE 27, ABOUT 150 YARDS SOUTHEAST OF THE FARMSTEAD
 RP0810'OF MR. KENNETH WILLIAMS, AND ON PROPERTY OF THE WILLIAMS
 RP0810'BROTHERS.  IT IS ABOUT 1/2 MILE EAST OF THE RICHLAND-RANSOM
 RP0810'COUNTY LINE.
 RP0810'
 RP0810'TO REACH FROM THE POST OFFICE IN MCLEOD, GO SOUTHWESTERLY ON THE
 RP0810'MAIN STREET FOR 0.1 MILE, TURN RIGHT AND FOLLOW THE MAIN
 RP0810'GRAVELED ROAD NORTH-WESTERLY AND NORTH FOR 3.6 MILES TO THE
 RP0810'JUNCTION WITH STATE ROUTE 27, TURN RIGHT AND GO EAST ON ROUTE 27
 RP0810'FOR 1.45 MILES TO THE FARMSTEAD ON THE LEFT AND THE STATION ON
 RP0810'THE RIGHT AS DESCRIBED.
 RP0810'
 RP0810'THE STATION MARK IS A STANDARD DISK STAMPED MCLEOD 2 1974, SET IN
 RP0810'THE TOP OF A ROUND CONCRETE MONUMENT 10-INCHES BELOW GROUND
 RP0810'SURFACE.  IT IS 62 FEET EAST OF THE GATE POST AT THE NORTHWEST END
 RP0810'OF A WIRE GATE WHERE IT JOINS A BOARD FENCE LEADING WEST, 44 FEET
 RP0810'NORTHEAST OF A FENCE CORNER, 43 FEET EAST OF A METAL WITNESS
 RP0810'POST, AND ABOUT 3.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE.
 RP0810'
 RP0810'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MCLEOD 2 NO 3 1974,
 RP0810'SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RP0810'6-INCHES.  IT IS 60 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 RP0810'WIRE GATE WHERE IT JOINS THE BOARD FENCE LEADING WEST, 24 FEET
 RP0810'SOUTHEAST OF THE METAL WITNESS POST 3 FEET EAST OF A FENCE
 RP0810'CORNER, AND 1 FOOT NORTH OF A FENCE.
 RP0810'
 RP0810'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MCLEOD 2 NO 4 1974,
 RP0810'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 RP0810'IT IS 35 FEET SOUTHEAST OF WHERE THE WIRE GATE AND BOARD FENCE
 RP0810'JOIN, 2.5 FEET SOUTHEAST OF THE SOUTHEAST GATE POST, 1 FOOT
 RP0810'NORTHEAST OF A FENCE, AND 1.7 FEET NORTH OF A METAL WITNESS
 RP0810'POST.
 RP0810'
 RP0810'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MCLEOD 1954, SET IN
 RP0810'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.
 RP0810'IT IS IN A WOODED PASTURE, ABOUT 300 FEET WEST OF A TRACK
 RP0810'ROAD, 250 FEET NORTH OF A LARGE GROUP OF TREES, 200 FEET SOUTHWEST
 RP0810'OF A SMALL GROUP OF TREES, IN AN OPEN GRASSY AREA ON A SLIGHT
 RP0810'RISE.  3 POST CUT FROM TREES WERE SET IN THE GROUND AROUND THE
 RP0810'MARK.
 RP0810'
 RP0810'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON STATE ROUTE
 RP0810'27 FOR 0.5 MILE TO A GATE ON THE LEFT, TURN LEFT AND GO NORTH
 RP0810'ON A TRACK ROAD 0.4 MILES TO THE TREES ON THE LEFT AND THE MARK
 RP0810'AS DESCRIBED.  THE MARK IS ON STATE LAND MANAGED BY THE STATE
 RP0810'AGRICULTURE DEPARTMENT, THEY HAVE AN OFFICE IN LISBON.
 RP0810'
 RP0810'NEAREST TOWN--MCLEOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0818 ***********************************************************************
 RR0818  DESIGNATION -  MCRAY
 RR0818  PID         -  RR0818
 RR0818  STATE/COUNTY-  ND/EMMONS
 RR0818  USGS QUAD   -  FORT YATES SE (1968)
 RR0818
 RR0818                         *CURRENT SURVEY CONTROL
 RR0818  ___________________________________________________________________
 RR0818* NAD 83(1996)-  46 00 56.71173(N)    100 30 42.29429(W)     ADJUSTED  
 RR0818* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 RR0818  ___________________________________________________________________
 RR0818  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 RR0818  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 RR0818
 RR0818  HORZ ORDER  -  SECOND
 RR0818
 RR0818.The horizontal coordinates were established by classical geodetic methods
 RR0818.and adjusted by the National Geodetic Survey in January 1998..
 RR0818
 RR0818.The orthometric height was scaled from a topographic map.
 RR0818
 RR0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0818
 RR0818.The geoid height was determined by GEOID03.
 RR0818
 RR0818;                    North         East     Units Scale Factor Converg.
 RR0818;SPC ND S     -    38,803.768   599,090.154   MT  1.00003715   -0 00 30.8
 RR0818;SPC ND S     -   127,308.95  1,965,518.88   iFT  1.00003715   -0 00 30.8
 RR0818;SPC SD N     -   242,658.662   560,366.578   MT  1.00008117   -0 21 43.9
 RR0818;SPC SD N     -   796,122.63  1,838,469.35   sFT  1.00008117   -0 21 43.9
 RR0818;UTM  14      - 5,096,908.761   382,975.509   MT  0.99976835   -1 05 16.3
 RR0818
 RR0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0818!SPC ND S     -   0.99990347  x   1.00003715  =   0.99994061
 RR0818!SPC SD N     -   0.99990347  x   1.00008117  =   0.99998463
 RR0818!UTM  14      -   0.99990347  x   0.99976835  =   0.99967184
 RR0818
 RR0818:                Primary Azimuth Mark                     Grid Az
 RR0818:SPC ND S     -  FIRE HEART                               246 06 40.2
 RR0818:SPC SD N     -  FIRE HEART                               246 27 53.3
 RR0818:UTM  14      -  FIRE HEART                               247 11 25.7
 RR0818
 RR0818|---------------------------------------------------------------------|
 RR0818| PID    Reference Object                     Distance      Geod. Az  |
 RR0818|                                                           dddmmss.s |
 RR0818| QS0804 FIRE HEART                          APPROX. 5.7 KM 2460609.4 |
 RR0818|---------------------------------------------------------------------|
 RR0818
 RR0818                          SUPERSEDED SURVEY CONTROL
 RR0818
 RR0818  NAD 83(1986)-  46 00 56.70248(N)    100 30 42.28830(W) AD(       ) 2
 RR0818  NAD 27      -  46 00 56.71800(N)    100 30 40.83000(W) AD(       ) 2
 RR0818
 RR0818.Superseded values are not recommended for survey control.
 RR0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0818.See file dsdata.txt to determine how the superseded data were derived.
 RR0818
 RR0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR8297696909(NAD 83)
 RR0818_MARKER: Z = SEE DESCRIPTION
 RR0818_SETTING: 0 = UNSPECIFIED SETTING
 RR0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0818
 RR0818  HISTORY     - Date     Condition        Report By
 RR0818  HISTORY     - 1889     MONUMENTED       MORC
 RR0818
 RR0818                          STATION DESCRIPTION
 RR0818
 RR0818'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 RR0818'MC RAY IS ON LEFT BANK, 2 MILES FROM RIVER, ABOUT 400 FEET
 RR0818'EAST FROM THE SOUTHWEST END OF A VERY HIGH RIDGE.  THERE IS
 RR0818'A SMALL TIP 400 FEET WEST THAT IS HIGHER THAN TRIANGULATION
 RR0818'STATION.  THE TRIANGULATION STATION IS PROBABLY IN SE. 1/4
 RR0818'SEC. 1, T. 129N., R. 79 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2211 ***********************************************************************
 TF2211  DESIGNATION -  MEAD
 TF2211  PID         -  TF2211
 TF2211  STATE/COUNTY-  ND/WARD
 TF2211  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF2211
 TF2211                         *CURRENT SURVEY CONTROL
 TF2211  ___________________________________________________________________
 TF2211* NAD 83(1996)-  48 00 52.53506(N)    101 39 47.01623(W)     ADJUSTED  
 TF2211* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 TF2211  ___________________________________________________________________
 TF2211  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 TF2211  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 TF2211
 TF2211  HORZ ORDER  -  SECOND
 TF2211
 TF2211.The horizontal coordinates were established by classical geodetic methods
 TF2211.and adjusted by the National Geodetic Survey in January 1998..
 TF2211
 TF2211.The orthometric height was scaled from a topographic map.
 TF2211
 TF2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2211
 TF2211.The geoid height was determined by GEOID03.
 TF2211
 TF2211;                    North         East     Units Scale Factor Converg.
 TF2211;SPC ND N     -   113,458.388   513,239.513   MT  0.99993659   -0 51 55.7
 TF2211;SPC ND N     -   372,238.81  1,683,856.67   iFT  0.99993659   -0 51 55.7
 TF2211;UTM  14      - 5,321,353.853   301,411.163   MT  1.00008461   -1 58 48.5
 TF2211
 TF2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2211!SPC ND N     -   0.99990216  x   0.99993659  =   0.99983876
 TF2211!UTM  14      -   0.99990216  x   1.00008461  =   0.99998676
 TF2211
 TF2211:                Primary Azimuth Mark                     Grid Az
 TF2211:SPC ND N     -  ZION LUTHERAN CHURCH STEEPLE             069 03 45.2
 TF2211:UTM  14      -  ZION LUTHERAN CHURCH STEEPLE             070 10 38.0
 TF2211
 TF2211|---------------------------------------------------------------------|
 TF2211| PID    Reference Object                     Distance      Geod. Az  |
 TF2211|                                                           dddmmss.s |
 TF2211| TF2208 ZION LUTHERAN CHURCH STEEPLE        APPROX.11.3 KM 0681149.5 |
 TF2211| SN1737 RYDER ST HWY RAD MAST SAP 5046      APPROX.10.7 KM 1395258.6 |
 TF2211| CQ8581 MEAD RM 1                            15.615 METERS 16704     |
 TF2211| TF1306 MEAD AZ MK                                         2613011.3 |
 TF2211| CQ8582 MEAD RM 2                            14.655 METERS 27038     |
 TF2211|---------------------------------------------------------------------|
 TF2211
 TF2211                          SUPERSEDED SURVEY CONTROL
 TF2211
 TF2211  NAD 83(1986)-  48 00 52.53475(N)    101 39 47.01318(W) AD(       ) 2
 TF2211  NAD 27      -  48 00 52.49600(N)    101 39 45.41220(W) AD(       ) 2
 TF2211
 TF2211.Superseded values are not recommended for survey control.
 TF2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2211.See file dsdata.txt to determine how the superseded data were derived.
 TF2211
 TF2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0141121354(NAD 83)
 TF2211_MARKER: DS = TRIANGULATION STATION DISK
 TF2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2211
 TF2211  HISTORY     - Date     Condition        Report By
 TF2211  HISTORY     - 1946     MONUMENTED       CGS
 TF2211  HISTORY     - 1962     GOOD             CGS
 TF2211
 TF2211                          STATION DESCRIPTION
 TF2211
 TF2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2211'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF MINOT, 14
 TF2211'MILES EAST OF PLAZA AND 1 MILE SOUTHEAST OF THE BIG Y JUNCTION
 TF2211'OF STATE HIGHWAYS NOS. 53, 23 AND 28.  IT IS ABOUT 0.8 MILE
 TF2211'NORTHEAST OF THE ALFRED A. MEAD RANCH BUILDINGS ON A PROMINENT
 TF2211'HILL OVERLOOKING ALL THE SURROUNDING AREA AND IS 3.8 FEET
 TF2211'NORTH OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES
 TF2211'AND THE DISK IS STAMPED MEAD 1946.
 TF2211'
 TF2211'REFERENCE MARK NO. 1 IS 51.23 FEET SOUTH-SOUTHEAST OF THE
 TF2211'STATION.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 TF2211'STAMPED MEAD NO 1 1946.
 TF2211'
 TF2211'REFERENCE MARK NO. 2 IS 48.08 FEET WEST OF THE STATION.  THE
 TF2211'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MEAD NO 2
 TF2211'1946.
 TF2211'
 TF2211'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE WEST OF THE STATION,
 TF2211'30 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 1.5
 TF2211'FEET NORTH OF A WITNESS POST AND 1.2 FEET WEST OF A FENCE.
 TF2211'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MEAD
 TF2211'1946.
 TF2211'
 TF2211'TO REACH THE STATION FROM PLAZA GO EAST ON STATE HIGHWAY NO. 23
 TF2211'FOR 14 MILES TO THE BIG Y JUNCTION OF STATE HIGHWAYS NOS. 53,
 TF2211'23 AND 28.  HERE GO SOUTH ON NO. 28 FOR 0.7 MILE TO THE AZIMUTH
 TF2211'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON THE HIGHWAY 0.5
 TF2211'MILE TO THE TOP OF THE GRADE.  TURN LEFT HERE AND GO EAST AND
 TF2211'SOUTH 0.4 MILE TO THE MEAD RANCH BUILDINGS.  PASS THROUGH A
 TF2211'GATE AT THE WEST OF THE BARN, THEN CIRCLE THE BARN AND PASS
 TF2211'THROUGH ANOTHER GATE ON THE EAST END OF THE BARN.  THEN GO
 TF2211'NORTH AND NORTHEAST ACROSS THE PASTURE 0.9 MILE TO THE TOP OF
 TF2211'THE HIGHEST HILL AND THE STATION AS DESCRIBED.
 TF2211'
 TF2211'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TF2211
 TF2211                          STATION RECOVERY (1962)
 TF2211
 TF2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2211'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 TF2211'FOUND IN GOOD CONDITION.  THERE WAS A DIFFERENCE FOUND IN
 TF2211'THE DIRECTION TO THE MARKS.  THE MEASUREMENTS CHECKED.  THE
 TF2211'FENCE AT THE AZIMUTH MARK HAS BEEN MOVED TO THE WEST ONE FOOT.
 TF2211'
 TF2211'A NEW TO REACH AS FOLLOWS--
 TF2211'
 TF2211'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 28 AND COUNTY
 TF2211'ROAD 22 AT THE WEST EDGE OF RYDER, GO NORTH ON STATE HIGHWAY
 TF2211'28 FOR 4 MILES TO THE JUNCTION OF STATE HIGHWAY 28, STATE
 TF2211'HIGHWAY 23 AND COUNTY ROAD 11.  CONTINUE NORTH ON COUNTY ROAD
 TF2211'11 FOR 2 MILES TO A ROAD LEFT AND A DRIVEWAY AND GATE ON THE
 TF2211'RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE AND GO EAST
 TF2211'ON THE TRACK ROAD FOR 0.3 MILE TO OLD RANCH BUILDINGS.  TURN
 TF2211'LEFT BETWEEN THE HOUSE AND BARN AND FOLLOW THE DIM TRACK ROAD
 TF2211'EAST NORTHEAST FOR 0.95 MILE TO THE TOP OF THE HIGHEST HILL
 TF2211'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 TF2211'DRIVEWAY AND GATE, CONTINUE NORTH ON COUNTY ROAD 11 FOR 0.35
 TF2211'MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1306 ***********************************************************************
 TF1306  DESIGNATION -  MEAD AZ MK
 TF1306  PID         -  TF1306
 TF1306  STATE/COUNTY-  ND/WARD
 TF1306  USGS QUAD   -  UNDERDAHL LAKE (1980)
 TF1306
 TF1306                         *CURRENT SURVEY CONTROL
 TF1306  ___________________________________________________________________
 TF1306* NAD 83(1986)-  48 00 47.     (N)    101 40 37.     (W)     SCALED    
 TF1306* NAVD 88     -       642.793  (meters)    2108.90   (feet)  ADJUSTED  
 TF1306  ___________________________________________________________________
 TF1306  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 TF1306  DYNAMIC HT  -         642.880 (meters)    2109.18  (feet)  COMP
 TF1306  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TF1306
 TF1306  VERT ORDER  -  SECOND    CLASS 0
 TF1306
 TF1306.The horizontal coordinates were scaled from a topographic map and have
 TF1306.an estimated accuracy of +/- 6 seconds.
 TF1306
 TF1306.The orthometric height was determined by differential leveling
 TF1306.and adjusted by the National Geodetic Survey in June 1991..
 TF1306
 TF1306.The geoid height was determined by GEOID03.
 TF1306
 TF1306.The dynamic height is computed by dividing the NAVD 88
 TF1306.geopotential number by the normal gravity value computed on the
 TF1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1306.degrees latitude (g = 980.6199 gals.).
 TF1306
 TF1306.The modeled gravity was interpolated from observed gravity values.
 TF1306
 TF1306;                    North         East    Units  Estimated Accuracy
 TF1306;SPC ND N     -   113,300.      512,200.      MT  (+/- 180 meters Scaled)
 TF1306
 TF1306                          SUPERSEDED SURVEY CONTROL
 TF1306
 TF1306  NGVD 29 (??/??/92)  642.378  (m)         2107.54   (f) ADJ UNCH    2 0
 TF1306
 TF1306.Superseded values are not recommended for survey control.
 TF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1306.See file dsdata.txt to determine how the superseded data were derived.
 TF1306
 TF1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU003212(NAD 83)
 TF1306_MARKER: DZ = AZIMUTH MARK DISK
 TF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1306_STAMPING: MEAD 1946
 TF1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1306+STABILITY: SURFACE MOTION
 TF1306
 TF1306  HISTORY     - Date     Condition        Report By
 TF1306  HISTORY     - 1946     MONUMENTED       CGS
 TF1306  HISTORY     - 1963     GOOD             NGS
 TF1306
 TF1306                          STATION DESCRIPTION
 TF1306
 TF1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1306'6.9 MI N FROM RYDER.
 TF1306'0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1306'RYDER, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, THENCE 2.5 MILES
 TF1306'NORTH ALONG A GRAVELED COUNTY ROAD, AT THE CREST OF A SLIGHT HILL,
 TF1306'26.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET EAST OF A
 TF1306'NORTH-SOUTH FENCE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 TF1306'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1306'0.2 FOOT, S 4, R 86 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0664 ***********************************************************************
 RQ0664  DESIGNATION -  MEDBERRY
 RQ0664  PID         -  RQ0664
 RQ0664  STATE/COUNTY-  ND/LA MOURE
 RQ0664  USGS QUAD   -  EDGELEY SE (1982)
 RQ0664
 RQ0664                         *CURRENT SURVEY CONTROL
 RQ0664  ___________________________________________________________________
 RQ0664* NAD 83(1996)-  46 21 17.71459(N)    098 32 11.49535(W)     ADJUSTED  
 RQ0664* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 RQ0664  ___________________________________________________________________
 RQ0664  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 RQ0664  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 RQ0664
 RQ0664  HORZ ORDER  -  THIRD
 RQ0664
 RQ0664.The horizontal coordinates were established by classical geodetic methods
 RQ0664.and adjusted by the National Geodetic Survey in January 1998..
 RQ0664
 RQ0664.The orthometric height was scaled from a topographic map.
 RQ0664
 RQ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0664
 RQ0664.The geoid height was determined by GEOID03.
 RQ0664
 RQ0664;                    North         East     Units Scale Factor Converg.
 RQ0664;SPC ND S     -    78,392.388   751,101.555   MT  0.99997069   +1 25 55.6
 RQ0664;SPC ND S     -   257,192.87  2,464,243.95   iFT  0.99997069   +1 25 55.6
 RQ0664;UTM  14      - 5,133,587.211   535,657.656   MT  0.99961563   +0 20 07.4
 RQ0664
 RQ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0664!SPC ND S     -   0.99993308  x   0.99997069  =   0.99990378
 RQ0664!UTM  14      -   0.99993308  x   0.99961563  =   0.99954874
 RQ0664
 RQ0664|---------------------------------------------------------------------|
 RQ0664| PID    Reference Object                     Distance      Geod. Az  |
 RQ0664|                                                           dddmmss.s |
 RQ0664| CO6371 MEDBERRY RM 3                        11.529 METERS 00025     |
 RQ0664| CO6368 MEDBERRY AZ MK 2                                   0013721.5 |
 RQ0664| RQ0661 BERLIN ST JOHNS CATH CH CROSS       APPROX. 4.9 KM 0550321.3 |
 RQ0664| RQ0658 BERLIN FARMERS UNION ELEVATOR       APPROX. 4.4 KM 0553913.7 |
 RQ0664| CO6369 MEDBERRY RM 1                        24.632 METERS 18020     |
 RQ0664| CO6367 MEDBERRY AZ MK                                     2710456.6 |
 RQ0664| CO6370 MEDBERRY RM 2                        39.197 METERS 27633     |
 RQ0664|---------------------------------------------------------------------|
 RQ0664
 RQ0664                          SUPERSEDED SURVEY CONTROL
 RQ0664
 RQ0664  NAD 83(1986)-  46 21 17.72085(N)    098 32 11.48743(W) AD(       ) 3
 RQ0664  NAD 27      -  46 21 17.82000(N)    098 32 10.14400(W) AD(       ) 3
 RQ0664
 RQ0664.Superseded values are not recommended for survey control.
 RQ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0664.See file dsdata.txt to determine how the superseded data were derived.
 RQ0664
 RQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3565833587(NAD 83)
 RQ0664_MARKER: DS = TRIANGULATION STATION DISK
 RQ0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0664
 RQ0664  HISTORY     - Date     Condition        Report By
 RQ0664  HISTORY     - 1954     MONUMENTED       CGS
 RQ0664  HISTORY     - 1974     GOOD             USAF
 RQ0664  HISTORY     - 1976     GOOD             NGS
 RQ0664
 RQ0664                          STATION DESCRIPTION
 RQ0664
 RQ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0664'THE STATION IS LOCATED ABOUT 11.5 MILES WEST OF LA MOURE,
 RQ0664'8.5 MILES EAST OF EDGLEY, 3 MILES SOUTHWEST OF BERLIN, AND IN
 RQ0664'THE RIGHT-OF-WAY OF STATE HIGHWAY 13.
 RQ0664'
 RQ0664'REACHED FROM THE LA MOURE GRADE SCHOOL BUILDING IN LA MOURE
 RQ0664'BY GOING WEST ON STATE HIGHWAY 13 FOR 11.4 MILES TO A CROSS
 RQ0664'ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 RQ0664'
 RQ0664'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 RQ0664'ON HIGHWAY 13 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 RQ0664'AS DESCRIBED.
 RQ0664'
 RQ0664'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0664'IS 171 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 13, 47 FEET
 RQ0664'WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 35 FEET
 RQ0664'SOUTHEAST OF TELEPHONE POLE NO. 7, AND 4 FEET SOUTH OF A WITNESS
 RQ0664'POST.  THE DISK IS STAMPED MEDBERRY 1954, AND THE MARK PROJECTS
 RQ0664'3 INCHES.
 RQ0664'
 RQ0664'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0664'IS 47 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 RQ0664'ROAD.  THE DISK IS STAMPED MEDBERRY NO 1 1954, AND THE MARK
 RQ0664'PROJECTS 1 INCH.
 RQ0664'
 RQ0664'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0664'IS 157 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 13 AND 62 FEET
 RQ0664'SOUTHEAST OF TELEPHONE POLE NO. 8.  THE DISK IS STAMPED
 RQ0664'MEDBERRY NO 2 1954, AND THE MARK PROJECTS 2 INCHES.
 RQ0664'
 RQ0664'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RQ0664'IS 141 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 13, 8 FEET
 RQ0664'EAST OF TELEPHONE POLE NO. 375, AND 2 FEET NORTHWEST OF A
 RQ0664'WITNESS POST.  THE DISK IS STAMPED MEDBERRY 1954, AND THE
 RQ0664'MARK PROJECTS 4 INCHES.
 RQ0664'
 RQ0664'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 RQ0664
 RQ0664                          STATION RECOVERY (1974)
 RQ0664
 RQ0664'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0664'STATION, REFERENCE MARKS, AZIMUTH MARK WERE SEARCHED FOR BUT
 RQ0664'WERE NOT LOCATED, IT APPEARS THAT EXTENSIVE ROAD IMPROVEMENTS
 RQ0664'HAVE TAKEN PLACE IN THE AREA.
 RQ0664'
 RQ0664'THE 1954 ROUTE DESCRIPTION IS ADEQUATE.
 RQ0664
 RQ0664                          STATION RECOVERY (1976)
 RQ0664
 RQ0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RQ0664'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 RQ0664'CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN A CULTIVATED FIELD, IT
 RQ0664'WAS SCUFFED UP BUT DID NOT APPEAR TO BE DISTURBED.  REFERENCE MARK
 RQ0664'NO. 2 WAS FOUND PUSHED OVER BY FARM MACHINERY.  REFERENCE MARK NO.
 RQ0664'3 AND A NEW AZIMUTH MARK WERE SET.  POLARIS WAS OBSERVED FOR AN
 RQ0664'AZIMUTH CHECK.  THE DISKS WERE REMOVED FROM REFERENCE MARK NO. 2
 RQ0664'AND THE AZIMUTH MARK AT THIS TIME.
 RQ0664'
 RQ0664'A NEW DESCRIPTION FOLLOWS--
 RQ0664'
 RQ0664'THE STATION IS LOCATED ABOUT 11.5 MILES WEST OF LA MOURE, 8.5 MILES
 RQ0664'EAST OF EDGELEY, AND 3 MILES SOUTHWEST OF BERLIN, ALONG THE SOUTH
 RQ0664'SIDE OF STATE HIGHWAY 13 AT A ROAD INTERSECTION.  THE SITE IS
 RQ0664'PRESENTLY UNDER CULTIVATION AND ADJACENT TO PROPERTY OF MR.
 RQ0664'AUGUST ABERLE WHO LIVES 0.5 MILE NORTH OF THE STATION.  THE
 RQ0664'AZIMUTH MARK IS ON ABERLE PROPERTY.
 RQ0664'
 RQ0664'TO REACH THE STATION FROM THE GRADE SCHOOL BUILDING IN LA MOURE, GO
 RQ0664'WEST ON STATE HIGHWAY 13 FOR 11.4 MILES TO A GRAVELED CROSSROAD AND
 RQ0664'THE STATION ON THE LEFT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 RQ0664'
 RQ0664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.5 MILE ON THE
 RQ0664'GRAVELED ROAD TO A FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT AS
 RQ0664'DESCRIBED.
 RQ0664'
 RQ0664'THE STATION MARK IS A STANDARD DISK STAMPED MEDBERRY 1954, SET IN THE
 RQ0664'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT IS 173
 RQ0664'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 13, 47 FEET WEST OF THE
 RQ0664'CENTER OF THE GRAVELED ROAD, 36.5 FEET SOUTHEAST OF A TELEPHONE
 RQ0664'CABLE PEDESTAL, 2.5 FEET NORTH OF A TREATED WOOD FENCE POST, AND 2.0
 RQ0664'FEET SOUTH OF A METAL WITNESS POST.
 RQ0664'
 RQ0664'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MEDBERRY NO 1 1954,
 RQ0664'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 RQ0664'IT IS 254 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 13, 47 FEET
 RQ0664'WEST OF THE CENTER OF THE GRAVELED ROAD, 1.9 FEET NORTH OF A
 RQ0664'TREATED WOOD FENCE POST, AND 1.8 FEET SOUTH OF A METAL WITNESS
 RQ0664'POST.
 RQ0664'
 RQ0664'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MEDBERRY 1954 NO 3
 RQ0664'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RQ0664'1-INCH.  IT IS 135 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 13,
 RQ0664'47 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 17 FEET
 RQ0664'EAST-NORTHEAST OF THE TELEPHONE CABLE PEDESTAL.
 RQ0664'
 RQ0664'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEDBERRY 1954 1976, SET
 RQ0664'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.
 RQ0664'IT IS AT THE NORTHWEST CORNER OF THE ABERLE FARMSTEAD, 264 FEET
 RQ0664'NORTH OF THE DRIVEWAY, 40 FEET EAST OF THE CENTER OF THE GRAVELED
 RQ0664'ROAD, 2 FEET SOUTHEAST OF A FENCE CORNER, AND 1.7 FEET EAST OF A
 RQ0664'METAL WITNESS POST.
 RQ0664'
 RQ0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 RQ0664'S.W. OF BERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1380 ***********************************************************************
 TG1380  DESIGNATION -  MEDICINE AZ MK
 TG1380  PID         -  TG1380
 TG1380  STATE/COUNTY-  ND/WILLIAMS
 TG1380  USGS QUAD   -  WILLISTON EAST (1976)
 TG1380
 TG1380                         *CURRENT SURVEY CONTROL
 TG1380  ___________________________________________________________________
 TG1380* NAD 83(1986)-  48 09 13.     (N)    103 31 29.     (W)     SCALED    
 TG1380* NAVD 88     -       653.146  (meters)    2142.86   (feet)  ADJUSTED  
 TG1380  ___________________________________________________________________
 TG1380  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG1380  DYNAMIC HT  -         653.233 (meters)    2143.15  (feet)  COMP
 TG1380  MODELED GRAV-     980,722.9   (mgal)                       NAVD 88
 TG1380
 TG1380  VERT ORDER  -  SECOND    CLASS 0
 TG1380
 TG1380.The horizontal coordinates were scaled from a topographic map and have
 TG1380.an estimated accuracy of +/- 6 seconds.
 TG1380
 TG1380.The orthometric height was determined by differential leveling
 TG1380.and adjusted by the National Geodetic Survey in June 1991..
 TG1380
 TG1380.The geoid height was determined by GEOID03.
 TG1380
 TG1380.The dynamic height is computed by dividing the NAVD 88
 TG1380.geopotential number by the normal gravity value computed on the
 TG1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1380.degrees latitude (g = 980.6199 gals.).
 TG1380
 TG1380.The modeled gravity was interpolated from observed gravity values.
 TG1380
 TG1380;                    North         East    Units  Estimated Accuracy
 TG1380;SPC ND N     -   132,680.      375,020.      MT  (+/- 180 meters Scaled)
 TG1380
 TG1380                          SUPERSEDED SURVEY CONTROL
 TG1380
 TG1380  NGVD 29 (??/??/92)  652.65   (m)         2141.2    (f) COMPUTED    2 0
 TG1380
 TG1380.Superseded values are not recommended for survey control.
 TG1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1380.See file dsdata.txt to determine how the superseded data were derived.
 TG1380
 TG1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP097344(NAD 83)
 TG1380_MARKER: DZ = AZIMUTH MARK DISK
 TG1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1380_STAMPING: MEDICINE USRS 1945
 TG1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1380+STABILITY: SURFACE MOTION
 TG1380
 TG1380  HISTORY     - Date     Condition        Report By
 TG1380  HISTORY     - 1945     MONUMENTED       CGS
 TG1380  HISTORY     - 1960     GOOD             NGS
 TG1380
 TG1380                          STATION DESCRIPTION
 TG1380
 TG1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 TG1380'5.2 MI E FROM WILLISTON.
 TG1380'5.2 MILES EAST ALONG A MAIN GRAVEL ROAD FROM THE INTERSECTION OF MAIN
 TG1380'STREET ONE BLOCK SOUTH OF THE POST OFFICE AT WILLISTON, WILLIAMS
 TG1380'COUNTY, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET EAST OF A
 TG1380'WHITE WOODEN WITNESS POST, 2 FEET SOUTH OF A FENCE, AND LEVEL WITH THE
 TG1380'ROAD.  A STANDARD AZIMUTH-MARK DISK, STAMPED MEDICINE USRS 1945 AND
 TG1380'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 TG1380'NOTE-- THE MAIN ROAD WAS BEING IMPROVED AT TIME OF RECOVERY AND THE
 TG1380'NEW LOCATION WILL PASS FARTHER TO THE NORTH OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1723 ***********************************************************************
 SN1723  DESIGNATION -  MEDICINE BUTTE
 SN1723  PID         -  SN1723
 SN1723  STATE/COUNTY-  ND/MERCER
 SN1723  USGS QUAD   -  MEDICINE BUTTE (1980)
 SN1723
 SN1723                         *CURRENT SURVEY CONTROL
 SN1723  ___________________________________________________________________
 SN1723* NAD 83(1996)-  47 07 32.24196(N)    101 55 38.98139(W)     ADJUSTED  
 SN1723* NAVD 88     -       716.1    (meters)    2349.     (feet)  VERTCON   
 SN1723  ___________________________________________________________________
 SN1723  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 SN1723  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SN1723
 SN1723  HORZ ORDER  -  SECOND
 SN1723
 SN1723.The horizontal coordinates were established by classical geodetic methods
 SN1723.and adjusted by the National Geodetic Survey in January 1998..
 SN1723
 SN1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1723
 SN1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1723
 SN1723.The geoid height was determined by GEOID03.
 SN1723
 SN1723;                    North         East     Units Scale Factor Converg.
 SN1723;SPC ND S     -   163,158.911   491,696.704   MT  0.99994873   -1 02 28.3
 SN1723;SPC ND S     -   535,298.26  1,613,178.16   iFT  0.99994873   -1 02 28.3
 SN1723;UTM  14      - 5,223,283.007   277,964.779   MT  1.00020594   -2 08 46.6
 SN1723;UTM  13      - 5,223,705.389   733,032.742   MT  1.00026746   +2 15 09.7
 SN1723
 SN1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1723!SPC ND S     -   0.99989075  x   0.99994873  =   0.99983949
 SN1723!UTM  14      -   0.99989075  x   1.00020594  =   1.00009667
 SN1723!UTM  13      -   0.99989075  x   1.00026746  =   1.00015818
 SN1723
 SN1723:                Primary Azimuth Mark                     Grid Az
 SN1723:SPC ND S     -  BEULAH MUNICIPAL WATER TANK              036 40 57.9
 SN1723:UTM  14      -  BEULAH MUNICIPAL WATER TANK              037 47 16.2
 SN1723:UTM  13      -  BEULAH MUNICIPAL WATER TANK              033 23 19.9
 SN1723
 SN1723|---------------------------------------------------------------------|
 SN1723| PID    Reference Object                     Distance      Geod. Az  |
 SN1723|                                                           dddmmss.s |
 SN1723| SN1727 BEULAH MUNICIPAL WATER TANK         APPROX.19.2 KM 0353829.6 |
 SN1723| SN1728 BEULAH FARMERS ELEV CUPOLA          APPROX.18.9 KM 0363223.4 |
 SN1723| CQ8583 MEDICINE BUTTE AZ MK                               1372724.1 |
 SN1723| CQ8584 MEDICINE BUTTE RM 1                   5.245 METERS 18057     |
 SN1723| CQ8585 MEDICINE BUTTE RM 2                   8.688 METERS 30642     |
 SN1723|---------------------------------------------------------------------|
 SN1723
 SN1723                          SUPERSEDED SURVEY CONTROL
 SN1723
 SN1723  NAD 83(1986)-  47 07 32.23808(N)    101 55 38.97267(W) AD(       ) 2
 SN1723  NAD 27      -  47 07 32.19778(N)    101 55 37.37363(W) AD(       ) 2
 SN1723  NGVD 29 (07/19/86)  715.7    (m)         2348.     (f) VERT ANG       
 SN1723
 SN1723.Superseded values are not recommended for survey control.
 SN1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1723.See file dsdata.txt to determine how the superseded data were derived.
 SN1723
 SN1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT7796523283(NAD 83)
 SN1723_MARKER: DS = TRIANGULATION STATION DISK
 SN1723_SETTING: 66 = SET IN ROCK OUTCROP
 SN1723
 SN1723  HISTORY     - Date     Condition        Report By
 SN1723  HISTORY     - 1951     MONUMENTED       CGS
 SN1723  HISTORY     - 1959     GOOD             CGS
 SN1723  HISTORY     - 1967     GOOD             USGS
 SN1723
 SN1723                          STATION DESCRIPTION
 SN1723
 SN1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SN1723'THE STATION IS LOCATED ON A HIGH, ISOLATED BUTTE, KNOWN AS
 SN1723'MEDICINE BUTTE, ABOUT 17 MILES NORTHEAST OF HEBRON, ABOUT
 SN1723'12 MILES SOUTHWEST OF BEULAH, AND ABOUT 11 MILES SOUTH OF
 SN1723'ZAP.
 SN1723'
 SN1723'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 SN1723'ON THE MAIN STREET FOR 0.25 MILE TO A CROSS STREET.  TURN
 SN1723'LEFT, CROSSING RAILROAD TRACKS, AND GO NORTH 0.35 MILE TO
 SN1723'A T-INTERSECTION.  TURN RIGHT AND GO EAST ON A GRADED ROAD
 SN1723'FOR 0.85 MILE TO A FORK.  BEAR RIGHT AND CONTINUE EAST FOR
 SN1723'1.6 MILES TO A CROSS ROAD.  TURN LEFT AND FOLLOW THE MAIN
 SN1723'GRADED ROAD NORTH AND EAST FOR 8.2 MILES TO A CROSS ROAD.
 SN1723'TURN LEFT AND GO NORTH AND EAST ON THE MAIN ROAD FOR 9.4
 SN1723'MILES TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 1.9 MILES TO A
 SN1723'T-ROAD.  TURN LEFT AND GO WEST FOR 2.0 MILES TO A CROSS
 SN1723'ROAD.  TURN RIGHT AND GO NORTH FOR 2.65 MILES TO A DRIVEWAY
 SN1723'ON THE RIGHT AND TWO WIRE GATES ON THE LEFT.  TURN LEFT
 SN1723'THROUGH THE SOUTH GATE AND GO WEST ON A TRACK ROAD FOR
 SN1723'0.3 MILE TO A FORK AND THE AZIMUTH MARK IN THE CENTER OF
 SN1723'THE Y.  BEAR RIGHT AND GO NORTHWEST ON A DIM TRACK ROAD FOR
 SN1723'0.6 MILE TO A FORK.  BEAR LEFT AND GO WEST FOR 0.1
 SN1723'MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO NORTHWEST FOR
 SN1723'0.1 MILE TO THE TOP OF THE BUTTE AND THE STATION.
 SN1723'
 SN1723'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL
 SN1723'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED MEDICINE BUTTE
 SN1723'1951.
 SN1723'
 SN1723'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 SN1723'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED MEDICINE BUTTE
 SN1723'NO 1 1951.
 SN1723'
 SN1723'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 SN1723'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED MEDICINE BUTTE
 SN1723'NO 2 1951.
 SN1723'
 SN1723'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF A TRACK
 SN1723'ROAD AND 9 FEET SOUTHWEST OF THE CENTER OF A DIM TRACK ROAD.
 SN1723'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE
 SN1723'CYLINDER.  THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 SN1723'MEDICINE BUTTE 1951.
 SN1723
 SN1723                          STATION RECOVERY (1959)
 SN1723
 SN1723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 SN1723'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1723'CONDITION.
 SN1723'
 SN1723'THE ORIGINAL DESCRIPTION, TO REACH THE STATION, IS ADEQUATE.
 SN1723
 SN1723                          STATION RECOVERY (1967)
 SN1723
 SN1723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SN1723'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES AND
 SN1723'DIRECTIONS CHECKED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1228 ***********************************************************************
 TG1228  DESIGNATION -  MEDICINE RESET
 TG1228  PID         -  TG1228
 TG1228  STATE/COUNTY-  ND/WILLIAMS
 TG1228  USGS QUAD   -  STOCKYARD CREEK (1979)
 TG1228
 TG1228                         *CURRENT SURVEY CONTROL
 TG1228  ___________________________________________________________________
 TG1228* NAD 83(1996)-  48 09 14.72301(N)    103 29 59.84906(W)     ADJUSTED  
 TG1228* NAVD 88     -       715.210  (meters)    2346.48   (feet)  ADJUSTED  
 TG1228  ___________________________________________________________________
 TG1228  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 TG1228  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG1228  DYNAMIC HT  -         715.302 (meters)    2346.79  (feet)  COMP
 TG1228  MODELED GRAV-     980,716.2   (mgal)                       NAVD 88
 TG1228
 TG1228  HORZ ORDER  -  FIRST
 TG1228  VERT ORDER  -  SECOND    CLASS 0
 TG1228
 TG1228.The horizontal coordinates were established by classical geodetic methods
 TG1228.and adjusted by the National Geodetic Survey in January 1998..
 TG1228
 TG1228.The orthometric height was determined by differential leveling
 TG1228.and adjusted by the National Geodetic Survey in June 1991..
 TG1228
 TG1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1228
 TG1228.The geoid height was determined by GEOID03.
 TG1228
 TG1228.The dynamic height is computed by dividing the NAVD 88
 TG1228.geopotential number by the normal gravity value computed on the
 TG1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1228.degrees latitude (g = 980.6199 gals.).
 TG1228
 TG1228.The modeled gravity was interpolated from observed gravity values.
 TG1228
 TG1228;                    North         East     Units Scale Factor Converg.
 TG1228;SPC ND N     -   132,660.479   376,865.169   MT  0.99993657   -2 13 56.5
 TG1228;SPC ND N     -   435,237.79  1,236,434.28   iFT  0.99993657   -2 13 56.5
 TG1228;UTM  13      - 5,334,514.901   611,561.378   MT  0.99975292   +1 07 03.2
 TG1228
 TG1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1228!SPC ND N     -   0.99989075  x   0.99993657  =   0.99982733
 TG1228!UTM  13      -   0.99989075  x   0.99975292  =   0.99964370
 TG1228
 TG1228|---------------------------------------------------------------------|
 TG1228| PID    Reference Object                     Distance      Geod. Az  |
 TG1228|                                                           dddmmss.s |
 TG1228| TG1229 MEDICINE RM 1                        24.109 METERS 03505     |
 TG1228| CQ8586 MEDICINE RM 3                        22.180 METERS 18227     |
 TG1228| TG1883 WILLISTON GREAT N RR PWR STACK      APPROX. 9.5 KM 2631646.0 |
 TG1228| TG1882 WILLISTON MONT DAK UTIL CO STK      APPROX.10.2 KM 2641227.4 |
 TG1228| TG1884 WILLISTON MUNICIPAL TANK            APPROX.10.0 KM 2674257.8 |
 TG1228| TG1380 MEDICINE AZ MK                                     2691611.6 |
 TG1228| CQ8587 MEDICINE RM 4                        19.900 METERS 27013     |
 TG1228| TG1230 MEDICINE RM 2                        22.298 METERS 33318     |
 TG1228|---------------------------------------------------------------------|
 TG1228
 TG1228                          SUPERSEDED SURVEY CONTROL
 TG1228
 TG1228  NAD 83(1986)-  48 09 14.72219(N)    103 29 59.84586(W) AD(       ) 1
 TG1228  NAD 27      -  48 09 14.63800(N)    103 29 58.15800(W) AD(       ) 1
 TG1228  NGVD 29 (??/??/92)  714.709  (m)         2344.84   (f) ADJ UNCH    2 0
 TG1228
 TG1228.Superseded values are not recommended for survey control.
 TG1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1228.See file dsdata.txt to determine how the superseded data were derived.
 TG1228
 TG1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP1156134515(NAD 83)
 TG1228_MARKER: DS = TRIANGULATION STATION DISK
 TG1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1228_STAMPING: MEDICINE USRS 1945
 TG1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1228+STABILITY: SURFACE MOTION
 TG1228
 TG1228  HISTORY     - Date     Condition        Report By
 TG1228  HISTORY     - 1945     MONUMENTED       BOR
 TG1228  HISTORY     - 1960     GOOD             CGS
 TG1228  HISTORY     - 1960     GOOD             NGS
 TG1228
 TG1228                          STATION DESCRIPTION
 TG1228
 TG1228'DESCRIBED BY US BUREAU OF RECLAMATION 1945 (JCP)
 TG1228'STATION IS LOCATED ABOUT 5-1/2 MILES E OF WILLISTON, ON A
 TG1228'DOME-SHAPED HILL LOCALLY KNOWN AS MEDICINE HILL.  THIS IS A
 TG1228'STATION OF THE U.S. BUREAU OF RECLAMATION.  THE HECTAGON
 TG1228'PRECAST POST WAS REMOVED AND A STANDARD STATION REPLACED
 TG1228'HOLDING THE ORIGINAL POSITION.  THE MARK IS SITUATED ON THE
 TG1228'HIGHEST GROUND, 70 FEET N OF THE GATE AT THE N SIDE OF A
 TG1228'CORRAL, AND 66 FEET S OF THE S RIGHT-OF-WAY FENCE LINE.  THE
 TG1228'MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND THE
 TG1228'DISK IS STAMPED MEDICINE USRS 1945.
 TG1228'
 TG1228'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1228'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 TG1228'CONCRETE.
 TG1228'
 TG1228'REFERENCE MARK 1 IS 79.10 FEET NE OF THE STATION, IN THE
 TG1228'FENCE LINE W OF A WIRE GATE, AND 6 FEET W OF A STANDARD
 TG1228'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE
 TG1228'GROUND SURFACE AND THE DISK IS STAMPED MEDICINE USRS NO 1
 TG1228'1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1228'POST.
 TG1228'
 TG1228'REFERENCE MARK 2 IS 73.16 FEET NNW OF THE STATION, IN THE
 TG1228'E-W FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES ABOVE THE
 TG1228'GROUND SURFACE AND THE DISK IS STAMPED MEDICINE USRS NO
 TG1228'2 1945.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE
 TG1228'POST.
 TG1228'
 TG1228'THE AZIMUTH MARK IS APPROXIMATELY 1.15 MILES W OF THE STATION
 TG1228'ON THE S SIDE OPPOSITE A DEEP CUT IN THE RIDGE.  IT IS 43
 TG1228'FEET S OF THE APPROXIMATE CENTER OF THE E-W ROAD, 5 FEET
 TG1228'E OF A STANDARD WITNESS POST, AND 2 FEET S OF THE FENCE LINE.
 TG1228'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MEDICINE
 TG1228'USRS 1945.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A
 TG1228'CONCRETE POST.
 TG1228'
 TG1228'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO
 TG1228'S ONE BLOCK, THEN TURN LEFT ON BROADWAY AND FOLLOW A GRAVELED
 TG1228'ROAD E FOR 3.9 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 TG1228'THE MAIN-TRAVELED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON
 TG1228'THE RIGHT.  CONTINUE E FOR 1.15 MILES TO THE TOP OF THE HILL
 TG1228'AND A WIRE GATE ON THE RIGHT.  PASS THROUGH THE GATE TO THE
 TG1228'STATION ON THE RIGHT BETWEEN THE CORRAL AND FENCE AS DESCRIBED.
 TG1228'
 TG1228'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 TG1228
 TG1228                          STATION RECOVERY (1960)
 TG1228
 TG1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TG1228'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TG1228'CONDITION.  A REQUEST WAS RECEIVED FROM THE COUNTY HIGHWAY
 TG1228'DEPARTMENT TO MOVE THE REFERENCE MARKS AS THEY WERE IN THE
 TG1228'WAY OF HIGHWAY IMPROVEMENT.
 TG1228'
 TG1228'SOME RADIO TOWERS HAVE BEEN ERECTED ON BOTH NORTH AND SOUTH
 TG1228'SIDES OF HIGHWAY NEAR THE STATION SITE.  IT APPEARED THAT THE
 TG1228'STATION MARK WOULD BE JUST SOUTH OF THE NEW RIGHT-OF-WAY
 TG1228'LINE.
 TG1228'
 TG1228'R.M. NO. 3 IS SOUTH OF THE STATION AND IS NEAR THE NORTHWEST
 TG1228'CORNER OF A CORRAL.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 TG1228'DISK IS STAMPED MEDICINE USRS NO 3 1945.
 TG1228'
 TG1228'R.M. NO. 4 IS WEST F THE STATION AND IS ABOUT 95 FEET SOUTH
 TG1228'OF THE CENTERLINE OF THE ROAD.  THE MARK IS FLUSH WITH THE
 TG1228'GROUND AND THE DISK IS STAMPED MEDICINE USRS NO 4 1945.
 TG1228'
 TG1228'THE AZIMUTH MARK IS ABOUT 1.15 MILE WEST OF THE STATION AND
 TG1228'2 FEET SOUTH OF THE OLD RIGHT-OF-WAY FENCE.  THE HIGHWAY IS
 TG1228'BEING MOVED FARTHER TO THE NORTH IN THE VICINITY OF THE
 TG1228'AZIMUTH MARK.
 TG1228'
 TG1228'THE 1945 DESCRIPTION TO REACH THE STATION FROM WILLISTON
 TG1228'IS ADEQUATE.
 TG1228
 TG1228                          STATION RECOVERY (1960)
 TG1228
 TG1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 TG1228'6.3 MI E FROM WILLISTON.
 TG1228'6.3 MILES EAST ALONG A MAIN GRAVEL ROAD FROM THE INTERSECTION OF MAIN
 TG1228'STREET ONE BLOCK SOUTH OF THE POST OFFICE AT WILLISTON, WILLIAMS
 TG1228'COUNTY, ON THE TOP OF THE HIGHEST GROUND IN THE LOCALITY, 96.5 FEET
 TG1228'SOUTH OF THE CENTERLINE OF THE ROAD, 83 FEET SOUTHWEST OF A WHITE
 TG1228'WOODEN WITNESS POST, AND 70.8 FEET NORTH OF THE WEST END OF A STEEL
 TG1228'GATE FOR A CORRAL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TG1228'INCHES ABOVE GROUND.  NOTE-- THIS MARK DID NOT APPEAR TO HAVE BEEN
 TG1228'DISTURBED BUT THE RELATIVE DIFFERENCE BETWEEN IT AND THE REFERENCE
 TG1228'MARKS DID NOT CHECK.  IT WAS IMPOSSIBLE TO DETERMINE WHICH MARKS WERE
 TG1228'IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8427 ***********************************************************************
 DE8427  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8427  DESIGNATION -  MEDORA 1 CORS ARP
 DE8427  CORS_ID     -  MDR1
 DE8427  PID         -  DE8427
 DE8427  STATE/COUNTY-  ND/BILLINGS
 DE8427  USGS QUAD   -  FRYBURG NE (1981)
 DE8427
 DE8427                         *CURRENT SURVEY CONTROL
 DE8427  ___________________________________________________________________
 DE8427* NAD 83(CORS)-  46 54 19.33005(N)    103 16 28.13136(W)     ADJUSTED  
 DE8427* NAVD 88     -                                                        
 DE8427  ___________________________________________________________________
 DE8427  EPOCH DATE  -        2002.00
 DE8427  X           -  -1,002,490.345 (meters)                     COMP
 DE8427  Y           -  -4,249,285.343 (meters)                     COMP
 DE8427  Z           -   4,635,184.576 (meters)                     COMP
 DE8427  ELLIP HEIGHT-         822.77  (meters)          (11/??/02) GPS OBS
 DE8427  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE8427
 DE8427  HORZ ORDER  -  SPECIAL (CORS)
 DE8427  ELLP ORDER  -  SPECIAL (CORS)
 DE8427
 DE8427.ITRF positions are available for this station.
 DE8427.The coordinates were established by GPS observations
 DE8427.and adjusted by the National Geodetic Survey in November 2002..
 DE8427.The coordinates are valid at the epoch date displayed above.
 DE8427.The epoch date for horizontal control is a decimal equivalence
 DE8427.of Year/Month/Day.
 DE8427
 DE8427
 DE8427.The PID for the CORS L1 Phase Center is DE8428.
 DE8427
 DE8427.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8427
 DE8427.The ellipsoidal height was determined by GPS observations
 DE8427.and is referenced to NAD 83.
 DE8427
 DE8427.The geoid height was determined by GEOID03.
 DE8427
 DE8427;                    North         East     Units Scale Factor Converg.
 DE8427;SPC ND S     -   141,422.889   388,669.146   MT  0.99993661   -2 01 25.2
 DE8427;SPC ND S     -   463,985.86  1,275,161.24   iFT  0.99993661   -2 01 25.2
 DE8427
 DE8427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8427!SPC ND S     -   0.99987105  x   0.99993661  =   0.99980766
 DE8427
 DE8427                          SUPERSEDED SURVEY CONTROL
 DE8427
 DE8427.No superseded survey control is available for this station.
 DE8427
 DE8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3141496093(NAD 83)
 DE8427_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8427
 DE8427                          STATION DESCRIPTION
 DE8427
 DE8427'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8427'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8427'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8427'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8427'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8427'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8428 ***********************************************************************
 DE8428  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8428  DESIGNATION -  MEDORA 1 CORS L1 PHASE CENTER
 DE8428  CORS_ID     -  MDR1
 DE8428  PID         -  DE8428
 DE8428  STATE/COUNTY-  ND/BILLINGS
 DE8428  USGS QUAD   -  FRYBURG NE (1981)
 DE8428
 DE8428                         *CURRENT SURVEY CONTROL
 DE8428  ___________________________________________________________________
 DE8428* NAD 83(CORS)-  46 54 19.33001(N)    103 16 28.13140(W)     ADJUSTED  
 DE8428* NAVD 88     -                                                        
 DE8428  ___________________________________________________________________
 DE8428  EPOCH DATE  -        2002.00
 DE8428  X           -  -1,002,490.359 (meters)                     COMP
 DE8428  Y           -  -4,249,285.397 (meters)                     COMP
 DE8428  Z           -   4,635,184.634 (meters)                     COMP
 DE8428  ELLIP HEIGHT-         822.85  (meters)          (11/??/02) GPS OBS
 DE8428  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE8428
 DE8428  HORZ ORDER  -  SPECIAL (CORS)
 DE8428  ELLP ORDER  -  SPECIAL (CORS)
 DE8428
 DE8428.ITRF positions are available for this station.
 DE8428.The coordinates were established by GPS observations
 DE8428.and adjusted by the National Geodetic Survey in November 2002..
 DE8428.The coordinates are valid at the epoch date displayed above.
 DE8428.The epoch date for horizontal control is a decimal equivalence
 DE8428.of Year/Month/Day.
 DE8428
 DE8428
 DE8428.The PID for the CORS ARP is DE8427.
 DE8428
 DE8428.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8428
 DE8428.The ellipsoidal height was determined by GPS observations
 DE8428.and is referenced to NAD 83.
 DE8428
 DE8428.The geoid height was determined by GEOID03.
 DE8428
 DE8428;                    North         East     Units Scale Factor Converg.
 DE8428;SPC ND S     -   141,422.888   388,669.145   MT  0.99993661   -2 01 25.2
 DE8428;SPC ND S     -   463,985.85  1,275,161.24   iFT  0.99993661   -2 01 25.2
 DE8428
 DE8428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8428!SPC ND S     -   0.99987103  x   0.99993661  =   0.99980765
 DE8428
 DE8428                          SUPERSEDED SURVEY CONTROL
 DE8428
 DE8428.No superseded survey control is available for this station.
 DE8428
 DE8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3141496093(NAD 83)
 DE8428_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE8428
 DE8428                          STATION DESCRIPTION
 DE8428
 DE8428'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE8428'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8428'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8428'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8428'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8428'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8429 ***********************************************************************
 DE8429  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8429  DESIGNATION -  MEDORA 2 CORS ARP
 DE8429  CORS_ID     -  MDR2
 DE8429  PID         -  DE8429
 DE8429  STATE/COUNTY-  ND/BILLINGS
 DE8429  USGS QUAD   -  FRYBURG NE (1981)
 DE8429
 DE8429                         *CURRENT SURVEY CONTROL
 DE8429  ___________________________________________________________________
 DE8429* NAD 83(CORS)-  46 54 18.56192(N)    103 16 28.79632(W)     ADJUSTED  
 DE8429* NAVD 88     -                                                        
 DE8429  ___________________________________________________________________
 DE8429  EPOCH DATE  -        2002.00
 DE8429  X           -  -1,002,508.051 (meters)                     COMP
 DE8429  Y           -  -4,249,299.098 (meters)                     COMP
 DE8429  Z           -   4,635,168.507 (meters)                     COMP
 DE8429  ELLIP HEIGHT-         822.96  (meters)          (11/??/02) GPS OBS
 DE8429  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE8429
 DE8429  HORZ ORDER  -  SPECIAL (CORS)
 DE8429  ELLP ORDER  -  SPECIAL (CORS)
 DE8429
 DE8429.ITRF positions are available for this station.
 DE8429.The coordinates were established by GPS observations
 DE8429.and adjusted by the National Geodetic Survey in November 2002..
 DE8429.The coordinates are valid at the epoch date displayed above.
 DE8429.The epoch date for horizontal control is a decimal equivalence
 DE8429.of Year/Month/Day.
 DE8429
 DE8429
 DE8429.The PID for the CORS L1 Phase Center is DE8430.
 DE8429
 DE8429.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8429
 DE8429.The ellipsoidal height was determined by GPS observations
 DE8429.and is referenced to NAD 83.
 DE8429
 DE8429.The geoid height was determined by GEOID03.
 DE8429
 DE8429;                    North         East     Units Scale Factor Converg.
 DE8429;SPC ND S     -   141,399.682   388,654.245   MT  0.99993661   -2 01 25.7
 DE8429;SPC ND S     -   463,909.72  1,275,112.35   iFT  0.99993661   -2 01 25.7
 DE8429
 DE8429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8429!SPC ND S     -   0.99987102  x   0.99993661  =   0.99980763
 DE8429
 DE8429                          SUPERSEDED SURVEY CONTROL
 DE8429
 DE8429.No superseded survey control is available for this station.
 DE8429
 DE8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3140096069(NAD 83)
 DE8429_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8429
 DE8429                          STATION DESCRIPTION
 DE8429
 DE8429'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8429'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8429'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8429'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8429'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8429'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE8430 ***********************************************************************
 DE8430  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8430  DESIGNATION -  MEDORA 2 CORS L1 PHASE CENTER
 DE8430  CORS_ID     -  MDR2
 DE8430  PID         -  DE8430
 DE8430  STATE/COUNTY-  ND/BILLINGS
 DE8430  USGS QUAD   -  FRYBURG NE (1981)
 DE8430
 DE8430                         *CURRENT SURVEY CONTROL
 DE8430  ___________________________________________________________________
 DE8430* NAD 83(CORS)-  46 54 18.56188(N)    103 16 28.79635(W)     ADJUSTED  
 DE8430* NAVD 88     -                                                        
 DE8430  ___________________________________________________________________
 DE8430  EPOCH DATE  -        2002.00
 DE8430  X           -  -1,002,508.066 (meters)                     COMP
 DE8430  Y           -  -4,249,299.158 (meters)                     COMP
 DE8430  Z           -   4,635,168.572 (meters)                     COMP
 DE8430  ELLIP HEIGHT-         823.05  (meters)          (11/??/02) GPS OBS
 DE8430  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE8430
 DE8430  HORZ ORDER  -  SPECIAL (CORS)
 DE8430  ELLP ORDER  -  SPECIAL (CORS)
 DE8430
 DE8430.ITRF positions are available for this station.
 DE8430.The coordinates were established by GPS observations
 DE8430.and adjusted by the National Geodetic Survey in November 2002..
 DE8430.The coordinates are valid at the epoch date displayed above.
 DE8430.The epoch date for horizontal control is a decimal equivalence
 DE8430.of Year/Month/Day.
 DE8430
 DE8430
 DE8430.The PID for the CORS ARP is DE8429.
 DE8430
 DE8430.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8430
 DE8430.The ellipsoidal height was determined by GPS observations
 DE8430.and is referenced to NAD 83.
 DE8430
 DE8430.The geoid height was determined by GEOID03.
 DE8430
 DE8430;                    North         East     Units Scale Factor Converg.
 DE8430;SPC ND S     -   141,399.681   388,654.245   MT  0.99993661   -2 01 25.7
 DE8430;SPC ND S     -   463,909.71  1,275,112.35   iFT  0.99993661   -2 01 25.7
 DE8430
 DE8430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8430!SPC ND S     -   0.99987100  x   0.99993661  =   0.99980762
 DE8430
 DE8430                          SUPERSEDED SURVEY CONTROL
 DE8430
 DE8430.No superseded survey control is available for this station.
 DE8430
 DE8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3140096069(NAD 83)
 DE8430_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE8430
 DE8430                          STATION DESCRIPTION
 DE8430
 DE8430'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE8430'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8430'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8430'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8430'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8430'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE9607 ***********************************************************************
 DE9607  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9607  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9607  DESIGNATION -  MEDORA 3 CORS ARP
 DE9607  CORS_ID     -  MDR3
 DE9607  PID         -  DE9607
 DE9607  STATE/COUNTY-  ND/BILLINGS
 DE9607  USGS QUAD   -  FRYBURG NE (1981)
 DE9607
 DE9607                         *CURRENT SURVEY CONTROL
 DE9607  ___________________________________________________________________
 DE9607* NAD 83(CORS)-  46 54 18.56192(N)    103 16 28.79632(W)     ADJUSTED  
 DE9607* NAVD 88     -       839.74   (meters)    2755.0    (feet)  GPS OBS   
 DE9607  ___________________________________________________________________
 DE9607  EPOCH DATE  -        2002.00
 DE9607  X           -  -1,002,508.051 (meters)                     COMP
 DE9607  Y           -  -4,249,299.098 (meters)                     COMP
 DE9607  Z           -   4,635,168.507 (meters)                     COMP
 DE9607  ELLIP HEIGHT-         822.96  (meters)          (11/??/02) GPS OBS
 DE9607  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE9607
 DE9607  HORZ ORDER  -  SPECIAL (CORS)
 DE9607  ELLP ORDER  -  SPECIAL (CORS)
 DE9607
 DE9607.ITRF positions are available for this station.
 DE9607.The coordinates were established by GPS observations
 DE9607.and adjusted by the National Geodetic Survey in November 2002..
 DE9607.The coordinates are valid at the epoch date displayed above.
 DE9607.The epoch date for horizontal control is a decimal equivalence
 DE9607.of Year/Month/Day.
 DE9607
 DE9607.The orthometric height was determined by GPS observations and a
 DE9607.high-resolution geoid model using precise GPS observation and
 DE9607.processing techniques.
 DE9607
 DE9607.The PID for the CORS L1 Phase Center is DE9608.
 DE9607
 DE9607.Photographs are available for this station.
 DE9607
 DE9607.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9607
 DE9607.The ellipsoidal height was determined by GPS observations
 DE9607.and is referenced to NAD 83.
 DE9607
 DE9607.The geoid height was determined by GEOID03.
 DE9607
 DE9607;                    North         East     Units Scale Factor Converg.
 DE9607;SPC ND S     -   141,399.682   388,654.245   MT  0.99993661   -2 01 25.7
 DE9607;SPC ND S     -   463,909.72  1,275,112.35   iFT  0.99993661   -2 01 25.7
 DE9607
 DE9607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9607!SPC ND S     -   0.99987102  x   0.99993661  =   0.99980763
 DE9607
 DE9607                          SUPERSEDED SURVEY CONTROL
 DE9607
 DE9607.No superseded survey control is available for this station.
 DE9607
 DE9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3140096069(NAD 83)
 DE9607_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9607
 DE9607                          STATION DESCRIPTION
 DE9607
 DE9607'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE9607'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9607'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9607'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9607'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9607'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE9608 ***********************************************************************
 DE9608  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9608  DESIGNATION -  MEDORA 3 CORS L1 PHASE CENTER
 DE9608  CORS_ID     -  MDR3
 DE9608  PID         -  DE9608
 DE9608  STATE/COUNTY-  ND/BILLINGS
 DE9608  USGS QUAD   -  FRYBURG NE (1981)
 DE9608
 DE9608                         *CURRENT SURVEY CONTROL
 DE9608  ___________________________________________________________________
 DE9608* NAD 83(CORS)-  46 54 18.56188(N)    103 16 28.79635(W)     ADJUSTED  
 DE9608* NAVD 88     -                                                        
 DE9608  ___________________________________________________________________
 DE9608  EPOCH DATE  -        2002.00
 DE9608  X           -  -1,002,508.066 (meters)                     COMP
 DE9608  Y           -  -4,249,299.158 (meters)                     COMP
 DE9608  Z           -   4,635,168.572 (meters)                     COMP
 DE9608  ELLIP HEIGHT-         823.05  (meters)          (11/??/02) GPS OBS
 DE9608  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE9608
 DE9608  HORZ ORDER  -  SPECIAL (CORS)
 DE9608  ELLP ORDER  -  SPECIAL (CORS)
 DE9608
 DE9608.ITRF positions are available for this station.
 DE9608.The coordinates were established by GPS observations
 DE9608.and adjusted by the National Geodetic Survey in November 2002..
 DE9608.The coordinates are valid at the epoch date displayed above.
 DE9608.The epoch date for horizontal control is a decimal equivalence
 DE9608.of Year/Month/Day.
 DE9608
 DE9608
 DE9608.The PID for the CORS ARP is DE9607.
 DE9608
 DE9608.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9608
 DE9608.The ellipsoidal height was determined by GPS observations
 DE9608.and is referenced to NAD 83.
 DE9608
 DE9608.The geoid height was determined by GEOID03.
 DE9608
 DE9608;                    North         East     Units Scale Factor Converg.
 DE9608;SPC ND S     -   141,399.681   388,654.245   MT  0.99993661   -2 01 25.7
 DE9608;SPC ND S     -   463,909.71  1,275,112.35   iFT  0.99993661   -2 01 25.7
 DE9608
 DE9608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9608!SPC ND S     -   0.99987100  x   0.99993661  =   0.99980762
 DE9608
 DE9608                          SUPERSEDED SURVEY CONTROL
 DE9608
 DE9608.No superseded survey control is available for this station.
 DE9608
 DE9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3140096069(NAD 83)
 DE9608_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE9608
 DE9608                          STATION DESCRIPTION
 DE9608
 DE9608'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE9608'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9608'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9608'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9608'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9608'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE9609 ***********************************************************************
 DE9609  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9609  DESIGNATION -  MEDORA 4 CORS ARP
 DE9609  CORS_ID     -  MDR4
 DE9609  PID         -  DE9609
 DE9609  STATE/COUNTY-  ND/BILLINGS
 DE9609  USGS QUAD   -  FRYBURG NE (1981)
 DE9609
 DE9609                         *CURRENT SURVEY CONTROL
 DE9609  ___________________________________________________________________
 DE9609* NAD 83(CORS)-  46 54 19.33005(N)    103 16 28.13136(W)     ADJUSTED  
 DE9609* NAVD 88     -                                                        
 DE9609  ___________________________________________________________________
 DE9609  EPOCH DATE  -        2002.00
 DE9609  X           -  -1,002,490.345 (meters)                     COMP
 DE9609  Y           -  -4,249,285.343 (meters)                     COMP
 DE9609  Z           -   4,635,184.576 (meters)                     COMP
 DE9609  ELLIP HEIGHT-         822.77  (meters)          (11/??/02) GPS OBS
 DE9609  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE9609
 DE9609  HORZ ORDER  -  SPECIAL (CORS)
 DE9609  ELLP ORDER  -  SPECIAL (CORS)
 DE9609
 DE9609.ITRF positions are available for this station.
 DE9609.The coordinates were established by GPS observations
 DE9609.and adjusted by the National Geodetic Survey in November 2002..
 DE9609.The coordinates are valid at the epoch date displayed above.
 DE9609.The epoch date for horizontal control is a decimal equivalence
 DE9609.of Year/Month/Day.
 DE9609
 DE9609
 DE9609.The PID for the CORS L1 Phase Center is DE9610.
 DE9609
 DE9609.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9609
 DE9609.The ellipsoidal height was determined by GPS observations
 DE9609.and is referenced to NAD 83.
 DE9609
 DE9609.The geoid height was determined by GEOID03.
 DE9609
 DE9609;                    North         East     Units Scale Factor Converg.
 DE9609;SPC ND S     -   141,422.889   388,669.146   MT  0.99993661   -2 01 25.2
 DE9609;SPC ND S     -   463,985.86  1,275,161.24   iFT  0.99993661   -2 01 25.2
 DE9609
 DE9609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9609!SPC ND S     -   0.99987105  x   0.99993661  =   0.99980766
 DE9609
 DE9609                          SUPERSEDED SURVEY CONTROL
 DE9609
 DE9609.No superseded survey control is available for this station.
 DE9609
 DE9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3141496093(NAD 83)
 DE9609_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9609
 DE9609                          STATION DESCRIPTION
 DE9609
 DE9609'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE9609'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9609'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9609'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9609'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9609'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE9610 ***********************************************************************
 DE9610  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9610  DESIGNATION -  MEDORA 4 CORS L1 PHASE CENTER
 DE9610  CORS_ID     -  MDR4
 DE9610  PID         -  DE9610
 DE9610  STATE/COUNTY-  ND/BILLINGS
 DE9610  USGS QUAD   -  FRYBURG NE (1981)
 DE9610
 DE9610                         *CURRENT SURVEY CONTROL
 DE9610  ___________________________________________________________________
 DE9610* NAD 83(CORS)-  46 54 19.33001(N)    103 16 28.13140(W)     ADJUSTED  
 DE9610* NAVD 88     -                                                        
 DE9610  ___________________________________________________________________
 DE9610  EPOCH DATE  -        2002.00
 DE9610  X           -  -1,002,490.359 (meters)                     COMP
 DE9610  Y           -  -4,249,285.397 (meters)                     COMP
 DE9610  Z           -   4,635,184.634 (meters)                     COMP
 DE9610  ELLIP HEIGHT-         822.85  (meters)          (11/??/02) GPS OBS
 DE9610  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 DE9610
 DE9610  HORZ ORDER  -  SPECIAL (CORS)
 DE9610  ELLP ORDER  -  SPECIAL (CORS)
 DE9610
 DE9610.ITRF positions are available for this station.
 DE9610.The coordinates were established by GPS observations
 DE9610.and adjusted by the National Geodetic Survey in November 2002..
 DE9610.The coordinates are valid at the epoch date displayed above.
 DE9610.The epoch date for horizontal control is a decimal equivalence
 DE9610.of Year/Month/Day.
 DE9610
 DE9610
 DE9610.The PID for the CORS ARP is DE9609.
 DE9610
 DE9610.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9610
 DE9610.The ellipsoidal height was determined by GPS observations
 DE9610.and is referenced to NAD 83.
 DE9610
 DE9610.The geoid height was determined by GEOID03.
 DE9610
 DE9610;                    North         East     Units Scale Factor Converg.
 DE9610;SPC ND S     -   141,422.888   388,669.145   MT  0.99993661   -2 01 25.2
 DE9610;SPC ND S     -   463,985.85  1,275,161.24   iFT  0.99993661   -2 01 25.2
 DE9610
 DE9610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9610!SPC ND S     -   0.99987103  x   0.99993661  =   0.99980765
 DE9610
 DE9610                          SUPERSEDED SURVEY CONTROL
 DE9610
 DE9610.No superseded survey control is available for this station.
 DE9610
 DE9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM3141496093(NAD 83)
 DE9610_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE9610
 DE9610                          STATION DESCRIPTION
 DE9610
 DE9610'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE9610'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE9610'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE9610'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE9610'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE9610'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0412 ***********************************************************************
 SL0412  DESIGNATION -  MEKINOCK
 SL0412  PID         -  SL0412
 SL0412  STATE/COUNTY-  ND/GRAND FORKS
 SL0412  USGS QUAD   -  ARVILLA (1963)
 SL0412
 SL0412                         *CURRENT SURVEY CONTROL
 SL0412  ___________________________________________________________________
 SL0412* NAD 83(1996)-  47 57 27.53088(N)    097 23 17.46626(W)     ADJUSTED  
 SL0412* NAVD 88     -       274.722  (meters)     901.32   (feet)  ADJUSTED  
 SL0412  ___________________________________________________________________
 SL0412  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 SL0412  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0412  DYNAMIC HT  -         274.770 (meters)     901.47  (feet)  COMP
 SL0412  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 SL0412
 SL0412  HORZ ORDER  -  FIRST
 SL0412  VERT ORDER  -  FIRST     CLASS II
 SL0412
 SL0412.The horizontal coordinates were established by classical geodetic methods
 SL0412.and adjusted by the National Geodetic Survey in January 1998..
 SL0412
 SL0412.The orthometric height was determined by differential leveling
 SL0412.and adjusted by the National Geodetic Survey in June 1991..
 SL0412
 SL0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0412
 SL0412.The geoid height was determined by GEOID03.
 SL0412
 SL0412.The dynamic height is computed by dividing the NAVD 88
 SL0412.geopotential number by the normal gravity value computed on the
 SL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0412.degrees latitude (g = 980.6199 gals.).
 SL0412
 SL0412.The modeled gravity was interpolated from observed gravity values.
 SL0412
 SL0412;                    North         East     Units Scale Factor Converg.
 SL0412;SPC ND N     -   111,167.209   832,332.693   MT  0.99993829   +2 18 56.2
 SL0412;SPC ND N     -   364,721.81  2,730,750.31   iFT  0.99993829   +2 18 56.2
 SL0412;UTM  14      - 5,312,850.059   620,330.907   MT  0.99977792   +1 11 49.8
 SL0412
 SL0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0412!SPC ND N     -   0.99996110  x   0.99993829  =   0.99989939
 SL0412!UTM  14      -   0.99996110  x   0.99977792  =   0.99973903
 SL0412
 SL0412:                Primary Azimuth Mark                     Grid Az
 SL0412:SPC ND N     -  MEKINOCK AZ MK 2                         357 55 54.5
 SL0412:UTM  14      -  MEKINOCK AZ MK 2                         359 03 00.9
 SL0412
 SL0412|---------------------------------------------------------------------|
 SL0412| PID    Reference Object                     Distance      Geod. Az  |
 SL0412|                                                           dddmmss.s |
 SL0412| AJ5312 MEKINOCK AZ MK 2                                   0001450.7 |
 SL0412| SL0411 MEKINOCK RM 1                        24.922 METERS 03730     |
 SL0412| TD1161 MEKINOCK ATT RELAY TOWER 4650       APPROX. 9.4 KM 0561826.8 |
 SL0412| SL1291 GRAND FORKS AFB NE WATER TANK       APPROX. 1.1 KM 0970814.5 |
 SL0412| SL0410 MEKINOCK RM 2                        27.313 METERS 13708     |
 SL0412| SL1293 GRAND FORKS AFB TANK 234            APPROX. 1.3 KM 1511835.4 |
 SL0412| SL1290 EMERADO FARMERS COOP ELEVATOR       APPROX. 4.5 KM 1640449.0 |
 SL0412| SL1294 GRAND FORKS AFB TANK 537 BCN        APPROX. 1.1 KM 1772322.2 |
 SL0412|---------------------------------------------------------------------|
 SL0412
 SL0412                          SUPERSEDED SURVEY CONTROL
 SL0412
 SL0412  NAD 83(1986)-  47 57 27.52919(N)    097 23 17.46425(W) AD(       ) 1
 SL0412  NAD 27      -  47 57 27.57104(N)    097 23 16.15457(W) AD(       ) 1
 SL0412  NGVD 29 (??/??/92)  274.377  (m)          900.19   (f) ADJ UNCH    1 2
 SL0412
 SL0412.Superseded values are not recommended for survey control.
 SL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0412.See file dsdata.txt to determine how the superseded data were derived.
 SL0412
 SL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2033112850(NAD 83)
 SL0412_MARKER: DS = TRIANGULATION STATION DISK
 SL0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0412_STAMPING: MEKINOCK 1961
 SL0412_MARK LOGO: CGS   
 SL0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0412+STABILITY: SURFACE MOTION
 SL0412
 SL0412  HISTORY     - Date     Condition        Report By
 SL0412  HISTORY     - 1961     MONUMENTED       CGS
 SL0412  HISTORY     - 1963     GOOD             NGS
 SL0412  HISTORY     - 1967     GOOD             CGS
 SL0412  HISTORY     - 1982     GOOD             DMA
 SL0412  HISTORY     - 19840726 GOOD             NGS
 SL0412  HISTORY     - 1985     GOOD             DMA
 SL0412  HISTORY     - 20001011 MARK NOT FOUND   AFFSA
 SL0412
 SL0412                          STATION DESCRIPTION
 SL0412
 SL0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL0412'THE STATION IS 15 MILES WEST OF GRAND FORKS AND 5 MILES SOUTH OF
 SL0412'MEKINOCK, IN THE NORTH CENTRAL PART OF THE GRAND FORKS AFB.
 SL0412'
 SL0412'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 SL0412'AND 2ND AVENUE NORTH, JUST NORTH OF THE POST OFFICE IN GRAND
 SL0412'FORKS, GO WEST ON 2ND AVENUE NORTH FOR 1 BLOCK TO U.S. HIGHWAY 2,
 SL0412'TURN RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY 2 FOR 1.0 MILE
 SL0412'TO THE JUNCTION OF U.S. HIGHWAYS 2 AND 81, CONTINUE WEST ON U.S.
 SL0412'HIGHWAY 2 FOR 14.5 MILES TO THE JUNCTION WITH COUNTY ROAD 3,
 SL0412'TURN RIGHT AND GO NORTH ON COUNTY ROAD 3 FOR 1.0 MILE TO THE
 SL0412'SECURITY GATE AT THE EAST ENTRANCE TO THE GRAND FORKS AFB.
 SL0412'TURN LEFT, PASS SECURITY GATE AND GO WEST ON 5TH AVENUE FOR 1.0
 SL0412'MILE TO E STREET, TURN RIGHT AND GO NORTH ON E STREET FOR 0.65
 SL0412'MILE TO A CROSS STREET, TURN LEFT FOR 150 FEET TO A DIRT ROAD
 SL0412'ON THE RIGHT, TURN RIGHT AND GO NORTHWEST 0.05 MILE TO THE
 SL0412'STATION AND REFERENCE MARKS ON THE RIGHT.
 SL0412'
 SL0412'TO REACH THE AZIMUTH MARK FROM THE EAST SECURITY GATE GO NORTH ON
 SL0412'COUNTY ROAD 3 FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO
 SL0412'WEST ON THE GRAVELED ROAD FOR 0.95 MILE TO THE AZIMUTH MARK ON
 SL0412'THE LEFT.
 SL0412'
 SL0412'THE STATION MARK, STAMPED MEKINOCK 1961, IS A STANDARD DISK SET
 SL0412'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SL0412'5 INCHES.  IT IS 404 FEET WEST OF THE WEST END OF THE GAM SHOP
 SL0412'BUILDING, 130 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 SL0412'EAST OF THE WITNESS POST.
 SL0412'
 SL0412'REFERENCE MARK NO. 1, STAMPED MEKINOCK NO 1 1961, IS A STANDARD
 SL0412'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SL0412'PROJECTS 5 INCHES.  I IS 350 FEET WEST OF THE WEST END OF THE
 SL0412'GAM BUILDING, 204 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND
 SL0412'1 FOOT SOUTH OF A WITNESS POST.
 SL0412'
 SL0412'REFERENCE MARK NO. 2, STAMPED MEKINOCK NO 2 1961, IS A STANDARD
 SL0412'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SL0412'PROJECTS 3 INCHES.  IT IS 340 FEET WEST OF THE WEST END OF THE
 SL0412'GAM BUILDING, 84 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND
 SL0412'1 FOOT NORTH OF A WITNESS POST.
 SL0412'
 SL0412'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 131.0 FEET.
 SL0412'
 SL0412'THE AZIMUTH MARK, STAMPED MEKINOCK 1961, IS A STANDARD DISK
 SL0412'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SL0412'5 INCHES.  IT IS 0.05 MILE EAST OF A CROSSROAD, 37 FEET SOUTH
 SL0412'OF THE CENTER OF A GRAVELED ROAD AND 3 FEET EAST OF A WITNESS
 SL0412'POST.
 SL0412
 SL0412                          STATION RECOVERY (1963)
 SL0412
 SL0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0412'IN GRAND FORKS AFB.
 SL0412'AT GRAND FORKS AIR FORCE BASE, IN S 26, R 53 W, T 151 N, 0.1 MILE
 SL0412'NORTH OF BUILDING NO. 607, AT THE CREST OF A SMALL HILL, 96.0 FEET
 SL0412'NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 90.1 FEET NORTHWEST OF
 SL0412'R.M. 2, 82.0 FEET SOUTHWEST OF R.M. 1, 1.5 FEET EAST OF A METAL
 SL0412'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SL0412'CONCRETE POST PROJECTING 0.4 FOOT.
 SL0412
 SL0412                          STATION RECOVERY (1967)
 SL0412
 SL0412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 SL0412'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 SL0412'CONDITION.  THE AZIMUTH MARK WAS FOUND AND HAD BEEN HIT BY FARM
 SL0412'EQUIPMENT AND WAS TILTED, A NEW AZIMUTH MARK WAS ESTABLISHED.
 SL0412'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 SL0412'
 SL0412'THE STATION IS ON THE NORTH CENTRAL PART OF THE GRAND FORKS AIR
 SL0412'FORCE BASE.
 SL0412'
 SL0412'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE BASE, GO WEST
 SL0412'ON 5TH AVENUE FOR 1.0 MILE TO THE JUNCTION WITH E STREET.  TURN
 SL0412'RIGHT AND GO NORTH ON E STREET FOR 0.6 MILE TO THE STATION ON
 SL0412'THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE WEST ON E STREET
 SL0412'FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR
 SL0412'0.2 MILE TO THE MARK ON THE RIGHT.
 SL0412'
 SL0412'STATION MARK IS A STANDARD DISK, STAMPED MEKINOCK 1961, SET IN
 SL0412'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES
 SL0412'ABOVE THE GROUND.  IT IS 404.0 FEET WEST OF THE WEST END OF THE
 SL0412'GAM SHOP BUILDING, 320.0 FEET WEST OF THE CENTERLINE OF E STREET,
 SL0412'143.0 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND 3.0
 SL0412'FEET EAST OF A WITNESS POST.
 SL0412'
 SL0412'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEKINOCK NO 1 1961,
 SL0412'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 SL0412'4 INCHES ABOVE THE GROUND.  IT IS 350.0 FEET WEST OF THE WEST END
 SL0412'OF THE GAM SHOP BUILDING, 271.0 FEET WEST OF THE CENTERLINE OF E
 SL0412'STREET, 74.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED STREET,
 SL0412'1.0 FEET SOUTH OF A WITNESS POST AND ABOUT THE SAME ELEVATION
 SL0412'AS THE STATION.
 SL0412'
 SL0412'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEKINOCK NO 2 1961,
 SL0412'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 SL0412'3 INCHES ABOVE THE GROUND.  IT IS 340.0 FEET WEST OF THE WEST
 SL0412'END OF THE GAM SHOP BUILDING, 248.0 FEET WEST OF THE CENTERLINE OF
 SL0412'E STREET, 205.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED STREET,
 SL0412'1.0 FEET NORTH OF A WITNESS POST AND ABOUT THE SAME ELEVATION
 SL0412'AS THE STATION.
 SL0412'
 SL0412'AZIMUTH MARK IS A STANDARD DISK, STAMPED MEKINOCK 1961 AZ 2 1967,
 SL0412'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 SL0412'IS FLUSH WITH THE GROUND.  IT IS 240.0 FEET NORTH OF THE CENTERLINE
 SL0412'OF A PAVED ROAD, 2.5 FEET WEST OF A POWER LINE POLE AND 2.2 FEET
 SL0412'EAST OF A WITNESS POST.
 SL0412'
 SL0412'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 SL0412'
 SL0412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 SL0412'MEKINOCK
 SL0412
 SL0412                          STATION RECOVERY (1982)
 SL0412
 SL0412'RECOVERY NOTE BY DEFENSE MAP AGENCY 1982 (GAP)
 SL0412'MEKINOCK 1961 RECOVERED GOOD.
 SL0412'
 SL0412'MEKINOCK NO 1 1961 DESTROYED.
 SL0412'
 SL0412'MEKINOCK NO 2 1961 RECOVERED GOOD.
 SL0412'
 SL0412'MEKINOCK 1961 AZ 2 1967 RECOVERED GOOD.
 SL0412'
 SL0412'TO REACH THE STATION FROM THE MAIN GATE OF GRAND FORKS AFB, PROCEED
 SL0412'WEST ON STEEN BLVD. FOR 0.90 MILE TO AN INTERSECTION.  TURN RIGHT
 SL0412'AND PROCEED NORTH ON EIELSON STREET FOR 0.75 MILE TO A SIDE ROAD
 SL0412'LEFT.  TURN LEFT, WEST, AND GO 0.05 MILE TO THE STATION ON THE
 SL0412'LEFT, SOUTH.
 SL0412'
 SL0412'THE STATION IS 42.7 METERS SOUTH OF THE CENTERLINE OF THE ROAD AND
 SL0412'38.6 METERS SOUTH OF THE SOUTH EDGE OF THE ROAD.
 SL0412'
 SL0412'TO REACH MEKINOCK 1961 AZ 2 1967 FROM THE INTERSECTION OF STEEN
 SL0412'BLVD AND EIELSON, STREET, PROCEED NORTH ON STEEN FOR 1.2 MILE TO
 SL0412'A SIDE ROAD LEFT.  TURN LEFT, WEST, AND GO 0.08 MILE TO THE STATION
 SL0412'ON THE RIGHT, NORTH.  IT IS APPROXIATELY 73.15 METERS NORTH OF THE
 SL0412'CENTERLINE OF THE ROAD, 0.78 METER WEST OF A POWER POLE AND 0.71
 SL0412'METER EAST OF A METAL WITNESS POST.
 SL0412'
 SL0412'DISTANCE AND DIRECTION FROM NEAREST TOWN--ON GRAND FORKS AFB, 15
 SL0412'MILES WEST OF NORTH DAKOTA.
 SL0412
 SL0412                          STATION RECOVERY (1984)
 SL0412
 SL0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 SL0412'THE STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK 2 WERE RECOVERED
 SL0412'AS DESCRIBED.  REFERENCE MARK 1 WAS RECOVERED WITH THE TOP BROKEN OFF
 SL0412'FLUSH WITH THE SURFACE.  REFERENCE MARK 3 WAS ESTABLISHED IN THE SAME
 SL0412'MONUMENT.  ABOUT 0.5 MAN DAY CLEARING NEEDED TO SEE AZ MK 2.
 SL0412' 
 SL0412'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED--MEKINOCK 1961 NO 3
 SL0412'1984--SET INTO A DRILL HOLE IN A CONCRETE MONUMENT WHICH IS FLUSH WITH
 SL0412'THE SURFACE.  IT IS 82.5 M (270.7 FT) WEST OF THE CENTER OF EIELSON
 SL0412'STREET AND 22.6 M (74.1 FT) SOUTH OF THE CENTER OF A PAVED STREET.
 SL0412
 SL0412                          STATION RECOVERY (1985)
 SL0412
 SL0412'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (JZ)
 SL0412'MEKINOCK 1961 FOUND GOOD.
 SL0412'
 SL0412'MEKINOCK 1961 NO 2 FOUND GOOD.
 SL0412'
 SL0412'MEKINOCK 1961 1983 NO 3 FOUND GOOD.
 SL0412
 SL0412                          STATION RECOVERY (2000)
 SL0412
 SL0412'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0412'WHOLE AREA HAD BEEN LANDSCAPED, AND PARKING LOTS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1161 ***********************************************************************
 TD1161  DESIGNATION -  MEKINOCK ATT RELAY TOWER 4650
 TD1161  PID         -  TD1161
 TD1161  STATE/COUNTY-  ND/GRAND FORKS
 TD1161  USGS QUAD   -  MEKINOCK (1973)
 TD1161
 TD1161                         *CURRENT SURVEY CONTROL
 TD1161  ___________________________________________________________________
 TD1161* NAD 83(1996)-  48 00 16.79461(N)    097 16 58.78232(W)     ADJUSTED  
 TD1161* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 TD1161  ___________________________________________________________________
 TD1161  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 TD1161  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 TD1161
 TD1161  HORZ ORDER  -  THIRD
 TD1161
 TD1161.The horizontal coordinates were established by classical geodetic methods
 TD1161.and adjusted by the National Geodetic Survey in January 1998..
 TD1161
 TD1161.The orthometric height was scaled from a topographic map.
 TD1161
 TD1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1161
 TD1161.The geoid height was determined by GEOID03.
 TD1161
 TD1161;                    North         East     Units Scale Factor Converg.
 TD1161;SPC ND N     -   116,712.983   839,963.487   MT  0.99993681   +2 23 38.0
 TD1161;SPC ND N     -   382,916.61  2,755,785.72   iFT  0.99993681   +2 23 38.0
 TD1161;UTM  14      - 5,318,245.083   628,067.314   MT  0.99980153   +1 16 34.5
 TD1161
 TD1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1161!SPC ND N     -   0.99996338  x   0.99993681  =   0.99990019
 TD1161!UTM  14      -   0.99996338  x   0.99980153  =   0.99976492
 TD1161
 TD1161                          SUPERSEDED SURVEY CONTROL
 TD1161
 TD1161  NAD 83(1986)-  48 00 16.79386(N)    097 16 58.77896(W) AD(       ) 4
 TD1161  NAD 27      -  48 00 16.84426(N)    097 16 57.47868(W) AD(       ) 3
 TD1161
 TD1161.Superseded values are not recommended for survey control.
 TD1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1161.See file dsdata.txt to determine how the superseded data were derived.
 TD1161
 TD1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2806718245(NAD 83)
 TD1161_MARKER: 43 = RADIO/TV TOWER
 TD1161
 TD1161  HISTORY     - Date     Condition        Report By
 TD1161  HISTORY     - 1961     FIRST OBSERVED   CGS
 TD1161  HISTORY     - 1964     GOOD             CGS
 TD1161  HISTORY     - 1967     GOOD             CGS
 TD1161  HISTORY     - 1980     GOOD             LOCSUR
 TD1161
 TD1161                          STATION DESCRIPTION
 TD1161
 TD1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TD1161'THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF THE VILLAGE
 TD1161'OF MEKINOCK.
 TD1161'
 TD1161'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MEKINOCK GO
 TD1161'EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO COUNTY ROAD NO. 3,
 TD1161'TURN RIGHT AND GO SOUTH ON COUNTY ROAD NO. 3 FOR 0.5 MILE
 TD1161'TO THE JUNCTION WITH COUNTY ROAD NO. 11, TURN LEFT AND GO
 TD1161'EAST ON COUNTY ROAD NO. 11 FOR 3.3 MILES TO A CROSSROAD AND
 TD1161'THE STATION IN THE SOUTHWEST ANGLE.
 TD1161'
 TD1161'THE STATION IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY RED
 TD1161'AND WHITE.  HAVING AN OVER-ALL HEIGHT OF 190 FEET AND THE
 TD1161'TOP AND CENTER WAS THE POINT OBSERVED UPON.
 TD1161
 TD1161                          STATION RECOVERY (1964)
 TD1161
 TD1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 TD1161'RECOVERED AS DESCRIBED IN THE MINN-N. DAK.
 TD1161
 TD1161                          STATION RECOVERY (1967)
 TD1161
 TD1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1161'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TD1161
 TD1161                          STATION RECOVERY (1980)
 TD1161
 TD1161'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (MG)
 TD1161'TP CENTER RADIO TOWER 190 FT HIGH
 TD1161'
 TD1161'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1295 ***********************************************************************
 SL1295  DESIGNATION -  MEKINOCK AZ MK
 SL1295  PID         -  SL1295
 SL1295  STATE/COUNTY-  ND/GRAND FORKS
 SL1295  USGS QUAD   -  ARVILLA (1963)
 SL1295
 SL1295                         *CURRENT SURVEY CONTROL
 SL1295  ___________________________________________________________________
 SL1295* NAD 83(1996)-  47 58 35.00541(N)    097 23 01.33967(W)     ADJUSTED  
 SL1295* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 SL1295  ___________________________________________________________________
 SL1295  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 SL1295  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 SL1295
 SL1295  HORZ ORDER  -  THIRD
 SL1295
 SL1295.The horizontal coordinates were established by classical geodetic methods
 SL1295.and adjusted by the National Geodetic Survey in January 1998..
 SL1295
 SL1295.The orthometric height was scaled from a topographic map.
 SL1295
 SL1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1295
 SL1295.The geoid height was determined by GEOID03.
 SL1295
 SL1295;                    North         East     Units Scale Factor Converg.
 SL1295;SPC ND N     -   113,262.920   832,582.646   MT  0.99993762   +2 19 08.2
 SL1295;SPC ND N     -   371,597.51  2,731,570.36   iFT  0.99993762   +2 19 08.2
 SL1295;UTM  14      - 5,314,940.158   620,621.666   MT  0.99977878   +1 12 03.0
 SL1295
 SL1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1295!SPC ND N     -   0.99996194  x   0.99993762  =   0.99989957
 SL1295!UTM  14      -   0.99996194  x   0.99977878  =   0.99974073
 SL1295
 SL1295:                Primary Azimuth Mark                     Grid Az
 SL1295:SPC ND N     -  MEKINOCK ATT RELAY TOWER 4650            064 56 49.3
 SL1295:UTM  14      -  MEKINOCK ATT RELAY TOWER 4650            066 03 54.5
 SL1295
 SL1295|---------------------------------------------------------------------|
 SL1295| PID    Reference Object                     Distance      Geod. Az  |
 SL1295|                                                           dddmmss.s |
 SL1295| TD1161 MEKINOCK ATT RELAY TOWER 4650       APPROX. 8.1 KM 0671557.5 |
 SL1295| SL1291 GRAND FORKS AFB NE WATER TANK       APPROX. 2.4 KM 1601110.2 |
 SL1295| SL1293 GRAND FORKS AFB TANK 234            APPROX. 3.3 KM 1744336.4 |
 SL1295| SL1294 GRAND FORKS AFB TANK 537 BCN        APPROX. 3.2 KM 1851110.0 |
 SL1295| SL0412 MEKINOCK                            APPROX. 2.1 KM 1890713.5 |
 SL1295|---------------------------------------------------------------------|
 SL1295
 SL1295                          SUPERSEDED SURVEY CONTROL
 SL1295
 SL1295  NAD 83(1986)-  47 58 35.00393(N)    097 23 01.33773(W) AD(       ) 3
 SL1295  NAD 27      -  47 58 35.04688(N)    097 23 00.03167(W) AD(       ) 3
 SL1295
 SL1295.Superseded values are not recommended for survey control.
 SL1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1295.See file dsdata.txt to determine how the superseded data were derived.
 SL1295
 SL1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2062214940(NAD 83)
 SL1295_MARKER: DZ = AZIMUTH MARK DISK
 SL1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1295+STABILITY: SURFACE MOTION
 SL1295
 SL1295  HISTORY     - Date     Condition        Report By
 SL1295  HISTORY     - 1961     MONUMENTED       CGS
 SL1295  HISTORY     - 1985     MARK NOT FOUND   DMA
 SL1295
 SL1295                          STATION DESCRIPTION
 SL1295
 SL1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1295'THE STATION IS ABOUT 17 MILES NORTHWEST OF GRAND FORKS AND ABOUT
 SL1295'3 MILES SOUTHWEST OF MEKINOCK ON ROAD RIGHT-OF-WAY.
 SL1295'
 SL1295'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 4TH STREET
 SL1295'AND 2ND AVENUE NORTH, JUST NORTH OF THE POST OFFICE IN GRAND
 SL1295'FORKS, GO WEST ON 2ND AVENUE NORTH FOR 1 BLOCK TO U.S. HIGHWAY
 SL1295'2, TURN RIGHT AND GO NORTHWESTERLY ON U.S. HIGHWAY 2 FOR 1.0
 SL1295'MILES TO THE JUNCTION WITH U.S. HIGHWAY 81, CONTINUE WEST ON U.S.
 SL1295'HIGHWAY 2 FOR 14.5 MILES TO THE JUNCTION WITH COUNTY ROAD 3,
 SL1295'TURN RIGHT AND GO NORTH ON COUNTY ROAD 3 FOR 1.0 MILE TO THE
 SL1295'SECURITY GATE AT THE EAST ENTRANCE TO GRAND FORKS AFB.
 SL1295'CONTINUE NORTH ON COUNTY ROAD 3 FOR 2.0 MILES TO A CROSSROAD,
 SL1295'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.95 MILE TO THE
 SL1295'STATION ON THE LEFT.
 SL1295'
 SL1295'THE STATION, STAMPED MEKINOCK 1961, IS A STANDARD AZIMUTH MARK
 SL1295'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SL1295'PROJECTS 5 INCHES.  IT IS 0.05 MILE EAST OF A CROSSROAD, 37
 SL1295'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET EAST OF
 SL1295'THE WITNESS POST.
 SL1295'
 SL1295'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 SL1295
 SL1295                          STATION RECOVERY (1985)
 SL1295
 SL1295'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (JZ)
 SL1295'MEKINOCK AZ MK 1961 FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0411 ***********************************************************************
 SL0411  DESIGNATION -  MEKINOCK RM 1
 SL0411  PID         -  SL0411
 SL0411  STATE/COUNTY-  ND/GRAND FORKS
 SL0411  USGS QUAD   -  ARVILLA (1963)
 SL0411
 SL0411                         *CURRENT SURVEY CONTROL
 SL0411  ___________________________________________________________________
 SL0411* NAD 83(1986)-  47 57 28.     (N)    097 23 16.     (W)     SCALED    
 SL0411* NAVD 88     -       274.603  (meters)     900.93   (feet)  ADJUSTED  
 SL0411  ___________________________________________________________________
 SL0411  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0411  DYNAMIC HT  -         274.651 (meters)     901.08  (feet)  COMP
 SL0411  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 SL0411
 SL0411  VERT ORDER  -  FIRST     CLASS II
 SL0411
 SL0411.The horizontal coordinates were scaled from a topographic map and have
 SL0411.an estimated accuracy of +/- 6 seconds.
 SL0411
 SL0411.The orthometric height was determined by differential leveling
 SL0411.and adjusted by the National Geodetic Survey in June 1991..
 SL0411
 SL0411.The geoid height was determined by GEOID03.
 SL0411
 SL0411.The dynamic height is computed by dividing the NAVD 88
 SL0411.geopotential number by the normal gravity value computed on the
 SL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0411.degrees latitude (g = 980.6199 gals.).
 SL0411
 SL0411.The modeled gravity was interpolated from observed gravity values.
 SL0411
 SL0411;                    North         East    Units  Estimated Accuracy
 SL0411;SPC ND N     -   111,180.      832,360.      MT  (+/- 180 meters Scaled)
 SL0411
 SL0411                          SUPERSEDED SURVEY CONTROL
 SL0411
 SL0411  NGVD 29 (??/??/92)  274.258  (m)          899.79   (f) ADJ UNCH    1 2
 SL0411
 SL0411.Superseded values are not recommended for survey control.
 SL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0411.See file dsdata.txt to determine how the superseded data were derived.
 SL0411
 SL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU203128(NAD 83)
 SL0411_MARKER: DR = REFERENCE MARK DISK
 SL0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0411_STAMPING: MEKINOCK NO 1 1961
 SL0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0411+STABILITY: SURFACE MOTION
 SL0411
 SL0411  HISTORY     - Date     Condition        Report By
 SL0411  HISTORY     - 1961     MONUMENTED       CGS
 SL0411  HISTORY     - 1963     GOOD             NGS
 SL0411  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 SL0411
 SL0411                          STATION DESCRIPTION
 SL0411
 SL0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0411'IN GRAND FORKS AFB.
 SL0411'AT GRAND FORKS AIR FORCE BASE, IN S 26, R 53 W, T 151 N, 127.0 FEET
 SL0411'NORTH OF R.M. 2, 82.0 FEET NORTHEAST OF THE STATION MARK, 1.5 FEET
 SL0411'SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SL0411'PROJECTING 0.5 FOOT.
 SL0411
 SL0411                          STATION RECOVERY (1982)
 SL0411
 SL0411'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SL0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0410 ***********************************************************************
 SL0410  DESIGNATION -  MEKINOCK RM 2
 SL0410  PID         -  SL0410
 SL0410  STATE/COUNTY-  ND/GRAND FORKS
 SL0410  USGS QUAD   -  ARVILLA (1963)
 SL0410
 SL0410                         *CURRENT SURVEY CONTROL
 SL0410  ___________________________________________________________________
 SL0410* NAD 83(1986)-  47 57 27.     (N)    097 23 16.     (W)     SCALED    
 SL0410* NAVD 88     -       274.802  (meters)     901.58   (feet)  ADJUSTED  
 SL0410  ___________________________________________________________________
 SL0410  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0410  DYNAMIC HT  -         274.850 (meters)     901.74  (feet)  COMP
 SL0410  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 SL0410
 SL0410  VERT ORDER  -  FIRST     CLASS II
 SL0410
 SL0410.The horizontal coordinates were scaled from a topographic map and have
 SL0410.an estimated accuracy of +/- 6 seconds.
 SL0410
 SL0410.The orthometric height was determined by differential leveling
 SL0410.and adjusted by the National Geodetic Survey in June 1991..
 SL0410
 SL0410.The geoid height was determined by GEOID03.
 SL0410
 SL0410.The dynamic height is computed by dividing the NAVD 88
 SL0410.geopotential number by the normal gravity value computed on the
 SL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0410.degrees latitude (g = 980.6199 gals.).
 SL0410
 SL0410.The modeled gravity was interpolated from observed gravity values.
 SL0410
 SL0410;                    North         East    Units  Estimated Accuracy
 SL0410;SPC ND N     -   111,150.      832,360.      MT  (+/- 180 meters Scaled)
 SL0410
 SL0410                          SUPERSEDED SURVEY CONTROL
 SL0410
 SL0410  NGVD 29 (??/??/92)  274.456  (m)          900.44   (f) ADJ UNCH    1 2
 SL0410
 SL0410.Superseded values are not recommended for survey control.
 SL0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0410.See file dsdata.txt to determine how the superseded data were derived.
 SL0410
 SL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU203128(NAD 83)
 SL0410_MARKER: DR = REFERENCE MARK DISK
 SL0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0410_STAMPING: MEKINOCK NO 2 1961
 SL0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0410+STABILITY: SURFACE MOTION
 SL0410
 SL0410  HISTORY     - Date     Condition        Report By
 SL0410  HISTORY     - 1961     MONUMENTED       CGS
 SL0410  HISTORY     - 1963     GOOD             NGS
 SL0410  HISTORY     - 20001011 MARK NOT FOUND   AFFSA
 SL0410
 SL0410                          STATION DESCRIPTION
 SL0410
 SL0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0410'IN GRAND FORKS AFB.
 SL0410'AT GRAND FORKS AIR FORCE BASE, IN S 26, R 53 W, T 151 N, 127.0 FEET
 SL0410'SOUTH OF R.M. 1, 90.1 FEET SOUTHEAST OF THE STATION MARK, 1.5 FEET
 SL0410'NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 SL0410'PROJECTING 0.5 FOOT.
 SL0410
 SL0410                          STATION RECOVERY (2000)
 SL0410
 SL0410'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0410'WHOLE AREA HAD BEEN LANDSCAPED, AND PARKING LOTS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0835 ***********************************************************************
 RR0835  DESIGNATION -  MENOKEN RADIO STA KFYR MAST
 RR0835  PID         -  RR0835
 RR0835  STATE/COUNTY-  ND/BURLEIGH
 RR0835  USGS QUAD   -  MENOKEN (1975)
 RR0835
 RR0835                         *CURRENT SURVEY CONTROL
 RR0835  ___________________________________________________________________
 RR0835* NAD 83(1996)-  46 51 16.81055(N)    100 32 39.49786(W)     ADJUSTED  
 RR0835* NAVD 88     -                                                        
 RR0835  ___________________________________________________________________
 RR0835  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 RR0835  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 RR0835
 RR0835  HORZ ORDER  -  THIRD
 RR0835
 RR0835.The horizontal coordinates were established by classical geodetic methods
 RR0835.and adjusted by the National Geodetic Survey in January 1998..
 RR0835
 RR0835
 RR0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0835
 RR0835.The geoid height was determined by GEOID03.
 RR0835
 RR0835;                    North         East     Units Scale Factor Converg.
 RR0835;SPC ND S     -   132,055.536   596,621.433   MT  0.99993591   -0 01 56.3
 RR0835;SPC ND S     -   433,253.07  1,957,419.40   iFT  0.99993591   -0 01 56.3
 RR0835;UTM  14      - 5,190,171.968   382,276.255   MT  0.99977034   -1 07 36.8
 RR0835
 RR0835                          SUPERSEDED SURVEY CONTROL
 RR0835
 RR0835  NAD 83(1986)-  46 51 16.80147(N)    100 32 39.47874(W) AD(       ) 4
 RR0835  NAD 27      -  46 51 16.82900(N)    100 32 38.05500(W) AD(       ) 3
 RR0835
 RR0835.Superseded values are not recommended for survey control.
 RR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0835.See file dsdata.txt to determine how the superseded data were derived.
 RR0835
 RR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8227690172(NAD 83)
 RR0835_MARKER: 42 = RADIO/TV MAST
 RR0835
 RR0835  HISTORY     - Date     Condition        Report By
 RR0835  HISTORY     - 1945     FIRST OBSERVED   CGS
 RR0835
 RR0835                          STATION DESCRIPTION
 RR0835
 RR0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0835'THE STATION IS LOCATED ABOUT 13 MILES E OF THE CITY OF BISMARCK
 RR0835'AND 2.5 MILES N OF THE SMALL VILLAGE OF MENOKEN.  THE MAST
 RR0835'IS A STEEL STRUCTURE 704 FEET HIGH AND IS PAINTED RED AND
 RR0835'WHITE.  IT HAS RED LIGHTS EVERY 75 FEET AND A LIGHT ON THE
 RR0835'EXTREME TOP OF THE MAST.  THE POINT INTERSECTED WAS THE EXTREME
 RR0835'TOP.
 RR0835'
 RR0835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 RR0835'AND 10 IN THE CITY OF BISMARCK, GO E ON U.S. HIGHWAY 10 AND 83
 RR0835'FOR 12.6 MILES TO A T-ROAD LEFT WHICH IS JUST BEFORE REACHING
 RR0835'THE SMALL VILLAGE OF MENOKEN.  TURN LEFT ON A GRADED DIRT ROAD AND
 RR0835'GO N 2.5 MILES TO THE MAST ON THE LEFT.
 RR0835'
 RR0835'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1577 ***********************************************************************
 SN1577  DESIGNATION -  MERCER
 SN1577  PID         -  SN1577
 SN1577  STATE/COUNTY-  ND/MCLEAN
 SN1577  USGS QUAD   -  MERCER (1959)
 SN1577
 SN1577                         *CURRENT SURVEY CONTROL
 SN1577  ___________________________________________________________________
 SN1577* NAD 83(1996)-  47 29 11.72313(N)    100 43 57.95804(W)     ADJUSTED  
 SN1577* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 SN1577  ___________________________________________________________________
 SN1577  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 SN1577  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 SN1577
 SN1577  HORZ ORDER  -  THIRD
 SN1577
 SN1577.The horizontal coordinates were established by classical geodetic methods
 SN1577.and adjusted by the National Geodetic Survey in January 1998..
 SN1577
 SN1577.The orthometric height was scaled from a topographic map.
 SN1577
 SN1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1577
 SN1577.The geoid height was determined by GEOID03.
 SN1577
 SN1577;                    North         East     Units Scale Factor Converg.
 SN1577;SPC ND N     -    54,125.889   582,458.308   MT  0.99998996   -0 10 23.6
 SN1577;SPC ND N     -   177,578.38  1,910,952.45   iFT  0.99998996   -0 10 23.6
 SN1577;UTM  14      - 5,260,694.517   369,467.913   MT  0.99980939   -1 16 38.8
 SN1577
 SN1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1577!SPC ND N     -   0.99990967  x   0.99998996  =   0.99989963
 SN1577!UTM  14      -   0.99990967  x   0.99980939  =   0.99971908
 SN1577
 SN1577:                Primary Azimuth Mark                     Grid Az
 SN1577:SPC ND N     -  MERCER ENGLISH LUTH CH SPIRE             067 42 48.1
 SN1577:UTM  14      -  MERCER ENGLISH LUTH CH SPIRE             068 49 03.3
 SN1577
 SN1577|---------------------------------------------------------------------|
 SN1577| PID    Reference Object                     Distance      Geod. Az  |
 SN1577|                                                           dddmmss.s |
 SN1577| SN1579 MERCER ENGLISH LUTH CH SPIRE        APPROX. 1.7 KM 0673224.5 |
 SN1577| CO6373 MERCER RM 1                          10.672 METERS 11500     |
 SN1577| CO6374 MERCER RM 2                          10.294 METERS 26420     |
 SN1577| CO6372 MERCER AZ MK                                       2854947.6 |
 SN1577| SN1610 TURTLE LAKE MUNICIPAL TANK          APPROX.12.5 KM 2874023.6 |
 SN1577|---------------------------------------------------------------------|
 SN1577
 SN1577                          SUPERSEDED SURVEY CONTROL
 SN1577
 SN1577  NAD 83(1986)-  47 29 11.72708(N)    100 43 57.95016(W) AD(       ) 3
 SN1577  NAD 27      -  47 29 11.73570(N)    100 43 56.46190(W) AD(       ) 3
 SN1577
 SN1577.Superseded values are not recommended for survey control.
 SN1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1577.See file dsdata.txt to determine how the superseded data were derived.
 SN1577
 SN1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT6946860695(NAD 83)
 SN1577_MARKER: DS = TRIANGULATION STATION DISK
 SN1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1577
 SN1577  HISTORY     - Date     Condition        Report By
 SN1577  HISTORY     - 1962     MONUMENTED       CGS
 SN1577
 SN1577                          STATION DESCRIPTION
 SN1577
 SN1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1577'THE STATION IS LOCATED 1 MILE WEST AND 1/2 MILE SOUTH OF THE
 SN1577'TOWN OF MERCER, IN THE NE 1/4 OF SEC. 9, T146N, R79W, ON A
 SN1577'SMALL KNOLL.
 SN1577'
 SN1577'TO REACH FROM THE POST OFFICE IN MERCER, GO SOUTH FOR 0.2 MILE
 SN1577'TO STATE HIGHWAY 7.  TURN RIGHT AND FOLLOW STATE HIGHWAY 7,
 SN1577'WEST, FOR 0.8 MILE TO A T ROAD TO THE LEFT.  (CONTINUE AHEAD,
 SN1577'WEST, ON STATE HIGHWAY 7 FOR 0.4 MILE TO A DIM CROSSROAD AND
 SN1577'THE AZIMUTH IN THE NORTHWEST ANGLE OF THE CROSSROAD.) TURN
 SN1577'LEFT, SOUTH, FOR 0.1 MILE, THENCE TURN RIGHT, WEST, PASSING
 SN1577'THROUGH A GROVE OF TREES FOR 0.05 MILE TO THE EAST EDGE OF A
 SN1577'FIELD.  TURN RIGHT AND GO NORTH ACROSS COUNTRY FOR 0.1 MILE TO
 SN1577'THE TOP OF A SMALL KNOLL AND THE STATION.
 SN1577'
 SN1577'THE STATION MARK IS A STANDARD DISK STAMPED MERCER 1962 AND
 SN1577'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1577'PROJECTS 3 INCHES.  IT IS 6.9 FEET NORTHEAST OF THE WITNESS POST.
 SN1577'
 SN1577'REFERENCE MARK NO. 1, STAMPED MERCER NO 1 1962, IS A STANDARD
 SN1577'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1577'PROJECTS 2 INCHES.  IT IS 38.2 FEET EAST OF THE WITNESS POST.
 SN1577'
 SN1577'REFERENCE MARK NO. 2, STAMPED MERCER NO 2 1962, IS A STANDARD
 SN1577'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN1577'PROJECTS 1 INCH.  IT IS 28.7 FEET WEST OF THE WITNESS POST.
 SN1577'
 SN1577'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MERCER 1962 AND SET
 SN1577'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN1577'5 INCHES.  IT IS 94 FEET NORTH OF THE CENTER OF STATE HIGHWAY 7,
 SN1577'34 FEET WEST OF THE CENTER OF A ROAD, 12 FEET SOUTHEAST OF A
 SN1577'POWER POLE, AND 3.3 FEET EAST OF THE WITNESS POST.
 SN1577'
 SN1577'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 66.31 FEET OR 20.212 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1579 ***********************************************************************
 SN1579  DESIGNATION -  MERCER ENGLISH LUTH CH SPIRE
 SN1579  PID         -  SN1579
 SN1579  STATE/COUNTY-  ND/MCLEAN
 SN1579  USGS QUAD   -  MERCER (1959)
 SN1579
 SN1579                         *CURRENT SURVEY CONTROL
 SN1579  ___________________________________________________________________
 SN1579* NAD 83(1996)-  47 29 32.37495(N)    100 42 44.22670(W)     ADJUSTED  
 SN1579* NAVD 88     -                                                        
 SN1579  ___________________________________________________________________
 SN1579  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 SN1579  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SN1579
 SN1579  HORZ ORDER  -  THIRD
 SN1579
 SN1579.The horizontal coordinates were established by classical geodetic methods
 SN1579.and adjusted by the National Geodetic Survey in January 1998..
 SN1579
 SN1579
 SN1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1579
 SN1579.The geoid height was determined by GEOID03.
 SN1579
 SN1579;                    North         East     Units Scale Factor Converg.
 SN1579;SPC ND N     -    54,759.219   584,003.543   MT  0.99998893   -0 09 28.7
 SN1579;SPC ND N     -   179,656.23  1,916,022.12   iFT  0.99998893   -0 09 28.7
 SN1579;UTM  14      - 5,261,297.836   371,024.784   MT  0.99980442   -1 15 44.8
 SN1579
 SN1579                          SUPERSEDED SURVEY CONTROL
 SN1579
 SN1579  NAD 83(1986)-  47 29 32.37885(N)    100 42 44.21858(W) AD(       ) 4
 SN1579  NAD 27      -  47 29 32.38500(N)    100 42 42.73300(W) AD(       ) 3
 SN1579
 SN1579.Superseded values are not recommended for survey control.
 SN1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1579.See file dsdata.txt to determine how the superseded data were derived.
 SN1579
 SN1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT7102561298(NAD 83)
 SN1579_MARKER: 91 = CHURCH CROSS
 SN1579
 SN1579  HISTORY     - Date     Condition        Report By
 SN1579  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1579
 SN1579                          STATION DESCRIPTION
 SN1579
 SN1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1579'THIS INTERSECTION STATION IS IN THE N PART OF MERCER, 0.1 MILE
 SN1579'N OF STATE HIGHWAYS 7 AND 41, AND ON THE W SIDE OF A PROJECTION
 SN1579'OF MAIN STREET N.  IT WAS BUILT IN 1932 AND IS A WHITE FRAME
 SN1579'BUILDING ABOUT 70 FEET HIGH ON WHICH THERE IS A DARK SPIRE WITH
 SN1579'A CROSS AT THE TOP.
 SN1579'
 SN1579'OBJECT SIGHTED ON WAS THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0179 ***********************************************************************
 RR0179  DESIGNATION -  MERCK
 RR0179  PID         -  RR0179
 RR0179  STATE/COUNTY-  ND/SIOUX
 RR0179  USGS QUAD   -  SELFRIDGE (1971)
 RR0179
 RR0179                         *CURRENT SURVEY CONTROL
 RR0179  ___________________________________________________________________
 RR0179* NAD 83(1996)-  46 00 22.06187(N)    100 55 18.45331(W)     ADJUSTED  
 RR0179* NAVD 88     -       692.026  (meters)    2270.42   (feet)  ADJUSTED  
 RR0179  ___________________________________________________________________
 RR0179  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 RR0179  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RR0179  DYNAMIC HT  -         691.974 (meters)    2270.25  (feet)  COMP
 RR0179  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 RR0179
 RR0179  HORZ ORDER  -  FIRST
 RR0179  VERT ORDER  -  SECOND    CLASS 0
 RR0179
 RR0179.The horizontal coordinates were established by classical geodetic methods
 RR0179.and adjusted by the National Geodetic Survey in January 1998..
 RR0179
 RR0179.The orthometric height was determined by differential leveling
 RR0179.and adjusted by the National Geodetic Survey in June 1991..
 RR0179
 RR0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0179
 RR0179.The geoid height was determined by GEOID03.
 RR0179
 RR0179.The dynamic height is computed by dividing the NAVD 88
 RR0179.geopotential number by the normal gravity value computed on the
 RR0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0179.degrees latitude (g = 980.6199 gals.).
 RR0179
 RR0179.The modeled gravity was interpolated from observed gravity values.
 RR0179
 RR0179;                    North         East     Units Scale Factor Converg.
 RR0179;SPC ND S     -    37,821.543   567,329.027   MT  1.00003954   -0 18 27.5
 RR0179;SPC ND S     -   124,086.43  1,861,315.71   iFT  1.00003954   -0 18 27.5
 RR0179;SPC SD N     -   241,869.982   528,598.739   MT  1.00007834   -0 39 08.6
 RR0179;SPC SD N     -   793,535.10  1,734,244.36   sFT  1.00007834   -0 39 08.6
 RR0179;UTM  14      - 5,096,523.913   351,208.524   MT  0.99987217   -1 22 58.1
 RR0179
 RR0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0179!SPC ND S     -   0.99989481  x   1.00003954  =   0.99993435
 RR0179!SPC SD N     -   0.99989481  x   1.00007834  =   0.99997314
 RR0179!UTM  14      -   0.99989481  x   0.99987217  =   0.99976700
 RR0179
 RR0179:                Primary Azimuth Mark                     Grid Az
 RR0179:SPC ND S     -  SELFRIDGE ST PHILAMENA CATH CH           001 58 55.0
 RR0179:SPC SD N     -  SELFRIDGE ST PHILAMENA CATH CH           002 19 36.1
 RR0179:UTM  14      -  SELFRIDGE ST PHILAMENA CATH CH           003 03 25.6
 RR0179
 RR0179|---------------------------------------------------------------------|
 RR0179| PID    Reference Object                     Distance      Geod. Az  |
 RR0179|                                                           dddmmss.s |
 RR0179| RR0830 SELFRIDGE ST PHILAMENA CATH CH      APPROX. 4.2 KM 0014027.5 |
 RR0179| RR0178 MERCK AZ MK                                        0222840.1 |
 RR0179| RR0180 MERCK RM 1                           29.102 METERS 03956     |
 RR0179| RR0181 MERCK RM 2                           24.435 METERS 13547     |
 RR0179|---------------------------------------------------------------------|
 RR0179
 RR0179                          SUPERSEDED SURVEY CONTROL
 RR0179
 RR0179  NAD 83(1986)-  46 00 22.05296(N)    100 55 18.44891(W) AD(       ) 1
 RR0179  NAD 27      -  46 00 22.05400(N)    100 55 16.98000(W) AD(       ) 1
 RR0179  NGVD 29 (??/??/92)  691.599  (m)         2269.02   (f) ADJ UNCH    2 0
 RR0179
 RR0179.Superseded values are not recommended for survey control.
 RR0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0179.See file dsdata.txt to determine how the superseded data were derived.
 RR0179
 RR0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR5120996524(NAD 83)
 RR0179_MARKER: DS = TRIANGULATION STATION DISK
 RR0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0179_STAMPING: MERCK 1934
 RR0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0179+STABILITY: SURFACE MOTION
 RR0179
 RR0179  HISTORY     - Date     Condition        Report By
 RR0179  HISTORY     - 1934     MONUMENTED       CGS
 RR0179  HISTORY     - 1952     GOOD             CGS
 RR0179  HISTORY     - 1956     GOOD             CGS
 RR0179  HISTORY     - 1956     GOOD             NGS
 RR0179  HISTORY     - 1964     GOOD             USGS
 RR0179
 RR0179                          STATION DESCRIPTION
 RR0179
 RR0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0179'STATION IS LOCATED ABOUT 2-1/2 MILES S OF SELFRIDGE IN SE 1/4
 RR0179'OF SEC. 10, T 129 N, R 82 W, ON THE N END OF A LONG NARROW
 RR0179'RIDGE, ON LAND OWNED BY JOHN MERCK.
 RR0179'
 RR0179'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0179'BRONZE DISKS SET IN CONCRETE.
 RR0179'
 RR0179'REFERENCE MARK NO. 1 IS 29.095 METERS (95.46 FEET) NE OF STATION
 RR0179'SET IN E-W FENCE LINE AT FOOT OF SLOPE.
 RR0179'
 RR0179'REFERENCE MARK NO. 2 IS 24.435 METERS (80.17 FEET) SE OF STATION
 RR0179'SET ON TOP OF RIDGE.
 RR0179'
 RR0179'AZIMUTH MARK IS ABOUT 0.5 MILE DISTANT IN REAR OF SCHOOL NO. 1,
 RR0179'GOLDEN WEALTH DISTRICT.  REACHED FROM STATION BY GOING E 0.15
 RR0179'MILE TO ROAD THENCE N 0.3 MILE, THENCE E 0.1 MILE TO SCHOOLHOUSE.
 RR0179'MARK IS 90 PACES SE OF SCHOOL, 60 FEET S OF SCHOOLHOUSE OUTHOUSE.
 RR0179'
 RR0179'REACHED FROM SELFRIDGE POST OFFICE BY GOING E ON MAIN STREET
 RR0179'0.25 MILE, FROM THE POST OFFICE, THENCE S 0.9 MILE TO RAILROAD
 RR0179'CROSSING, CONTINUE S 0.9 MILE TO CROSSROADS AT CEMETERY
 RR0179'(SCHOOLHOUSE IS 0.1 MILE E OF HERE) CONTINUE S 0.85 MILE THENCE
 RR0179'W 0.15 MILE TO TOP OF RIDGE AND STATION.
 RR0179'
 RR0179'HEIGHT OF LIGHT ABOVE STATION MARK - 3.6 METERS.
 RR0179
 RR0179                          STATION RECOVERY (1952)
 RR0179
 RR0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 RR0179'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IS GOOD
 RR0179'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 RR0179'
 RR0179'THE STATION IS IN SECTION 10, T 129 N, R 82 W, ON THE NORTH
 RR0179'END OF A LONG NARROW RIDGE THAT IS OWNED BY JOHN KRAFT, ABOUT
 RR0179'14 MILES NORTH-NORTHWEST OF MC LAUGHLIN, SOUTH DAKOTA, 4-1/2 MILES
 RR0179'NORTH OF THE STATE LINE, 2-1/2 MILES SOUTH OF SELRIDGE, 82 FEET
 RR0179'SOUTH OF A WIRE FENCE AND 4 FEET NORTH OF A WHITE 4 IN X 4 IN
 RR0179'WITNESS POST.
 RR0179'
 RR0179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 RR0179'STATE HIGHWAY 63 AT THE NORTH EDGE OF TOWN OF MC LAUGHLIN, GO
 RR0179'NORTHWESTERLY ON U.S. HIGHWAY 12 FOR 9.45 MILES TO A CROSS ROAD,
 RR0179'TURN RIGHT (NORTH) AND FOLLOW THE MAIN GRADED DIRT ROAD FOR
 RR0179'5.15 MILES, JOG LEFT WITH THE MAIN ROAD (STATE LINE), THENCE
 RR0179'NORTH FOR 5.25 MILES, TURN RIGHT (EAST) AND FOLLOW THE MAIN
 RR0179'DIRT ROAD FOR 2.1 MILES TO A CROSS ROAD, CONTINUE STRAIGHT
 RR0179'AHEAD, ON A TRACK ROAD FOR 0.55 MILE TO A TRACK ROAD ON THE
 RR0179'RIGHT, TURN RIGHT (SOUTH) AND FOLLOW THE TRACK ROAD FOR
 RR0179'0.65 MILE TO AN ABANDONED FARM HOUSE, PASS THROUGH THE
 RR0179'FARMYARD AND CONTINUE EASTERLY FOR 0.25 MILE TO THE TOP OF THE
 RR0179'RIDGE AND STATION.
 RR0179'
 RR0179'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY FOR
 RR0179'0.25 MILE TO THE FARMHOUSE, PASS THROUGH FARMYARD AND GO SOUTH
 RR0179'ON A TRACK ROAD FOR 0.65 MILE TO A T-ROAD, TURN RIGHT (EAST)
 RR0179'AND GO FOR 0.55 MILE TO AN ABANDONED SCHOOL HOUSE AND THE AZIMUTH
 RR0179'MARK AS DESCRIBED.
 RR0179'
 RR0179'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RR0179'MERCK 1934.
 RR0179'
 RR0179'REFERENCE MARK 1 IS 2 FEET SOUTH OF A FENCE LINE.  THE MARK
 RR0179'PROJECTS 4 INCHES AND THE DISK IS STAMPED MERCK NO 1 1934.
 RR0179'
 RR0179'REFERENCE MARK 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 RR0179'MERCK NO 2 1934.
 RR0179'
 RR0179'THE AZIMUTH MARK IS 250 FEET SOUTH OF THE SCHOOL HOUSE, 70 FEET
 RR0179'SOUTH OF THE SOUTHEAST CORNER OF AN OUTHOUSE AND 2.5 FEET SOUTH
 RR0179'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK IS A STANDARD
 RR0179'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH CONCRETE POST,
 RR0179'THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED MERCK AZI 1934.
 RR0179'
 RR0179'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 1 METER.
 RR0179
 RR0179                          STATION RECOVERY (1956)
 RR0179
 RR0179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0179'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0179'CONDITION.  ORIGINAL DESCRIPTION ADEQUATE.
 RR0179
 RR0179                          STATION RECOVERY (1956)
 RR0179
 RR0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0179'IN SELFRIDGE.
 RR0179'1/4 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT SELFRIDGE,
 RR0179'SIOUX COUNTY, THENCE ABOUT 2.3 MILES SOUTH ALONG A SECTION-LINE ROAD,
 RR0179'AND THENCE ABOUT 0.2 MILE WEST ALONG AN EAST-AND-WEST FENCE. IN THE
 RR0179'SOUTHEAST 1/4 OF SEC.10, T 129 N, R 82 W., IN A PASTURE OWNED BY JOHN
 RR0179'MERCK, ON THE TOP OF THE NORTH END OF A LONG NARROW RIDGE, AND ABOUT
 RR0179'90 FEET SOUTH OF THE EAST-AND-WEST FENCE. A STANDARD
 RR0179'TRIANGULATION-STATION DISK, STAMPED MERCK 1934 AND SET IN THE TOP OF A
 RR0179'CONCRETE POST.
 RR0179
 RR0179                          STATION RECOVERY (1964)
 RR0179
 RR0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (KK)
 RR0179'1934 DESCRIPTION STILL HOLDS - SCHOOL HOUSE BY AZ MK HAS BEEN
 RR0179'TORN DOWN.  THE REVISED DIRECTIONS ARE AS FOLLOWS.
 RR0179'
 RR0179'REACHED FROM SELFRIDGE BY PROCEEDING DUE SOUTH ALONG MAIN AND
 RR0179'FARM ROADS FROM THE WEST SIDE OF TOWN FOR 2.8 MILE, PAST QUONSET
 RR0179'IMPLEMENT SHED, TURN EAST AT FIELD LINE AND PROCEED FOR 0.3 MI
 RR0179'TO THE N END OF A SHARP RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0178 ***********************************************************************
 RR0178  DESIGNATION -  MERCK AZ MK
 RR0178  PID         -  RR0178
 RR0178  STATE/COUNTY-  ND/SIOUX
 RR0178  USGS QUAD   -  SELFRIDGE (1971)
 RR0178
 RR0178                         *CURRENT SURVEY CONTROL
 RR0178  ___________________________________________________________________
 RR0178* NAD 83(1986)-  46 00 58.     (N)    100 54 55.     (W)     SCALED    
 RR0178* NAVD 88     -       668.722  (meters)    2193.97   (feet)  ADJUSTED  
 RR0178  ___________________________________________________________________
 RR0178  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 RR0178  DYNAMIC HT  -         668.673 (meters)    2193.80  (feet)  COMP
 RR0178  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 RR0178
 RR0178  VERT ORDER  -  SECOND    CLASS 0
 RR0178
 RR0178.The horizontal coordinates were scaled from a topographic map and have
 RR0178.an estimated accuracy of +/- 6 seconds.
 RR0178
 RR0178.The orthometric height was determined by differential leveling
 RR0178.and adjusted by the National Geodetic Survey in June 1991..
 RR0178
 RR0178.The geoid height was determined by GEOID03.
 RR0178
 RR0178.The dynamic height is computed by dividing the NAVD 88
 RR0178.geopotential number by the normal gravity value computed on the
 RR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0178.degrees latitude (g = 980.6199 gals.).
 RR0178
 RR0178.The modeled gravity was interpolated from observed gravity values.
 RR0178
 RR0178;                    North         East    Units  Estimated Accuracy
 RR0178;SPC ND S     -    38,930.      567,840.      MT  (+/- 180 meters Scaled)
 RR0178
 RR0178                          SUPERSEDED SURVEY CONTROL
 RR0178
 RR0178  NGVD 29 (??/??/92)  668.298  (m)         2192.57   (f) ADJ UNCH    2 0
 RR0178
 RR0178.Superseded values are not recommended for survey control.
 RR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0178.See file dsdata.txt to determine how the superseded data were derived.
 RR0178
 RR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR517976(NAD 83)
 RR0178_MARKER: DZ = AZIMUTH MARK DISK
 RR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0178_STAMPING: MERCK AZI 1934
 RR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0178+STABILITY: SURFACE MOTION
 RR0178
 RR0178  HISTORY     - Date     Condition        Report By
 RR0178  HISTORY     - 1934     MONUMENTED       CGS
 RR0178  HISTORY     - 1956     GOOD             NGS
 RR0178
 RR0178                          STATION DESCRIPTION
 RR0178
 RR0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0178'IN SELFRIDGE.
 RR0178'1/4 MILE EAST ALONG THE MAIN STREET FROM THE POST OFFICE AT SELFRIDGE,
 RR0178'SIOUX COUNTY, THENCE ABOUT 1.7 MILES SOUTH ALONG A
 RR0178'SECTION-LINE ROAD, AND THENCE ABOUT 0.1 MILE EAST ALONG ANOTHER
 RR0178'SECTION-LINE ROAD.  AT SCHOOL NO. 1, GOLDEN WEALTH DISTRICT, ABOUT 165
 RR0178'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, AND ABOUT
 RR0178'70 FEET SOUTHEAST OF THE EAST OUTHOUSE.  A STANDARD REFERENCE-MARK
 RR0178'DISK, STAMPED MERCK AZI 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0180 ***********************************************************************
 RR0180  DESIGNATION -  MERCK RM 1
 RR0180  PID         -  RR0180
 RR0180  STATE/COUNTY-  ND/SIOUX
 RR0180  USGS QUAD   -  SELFRIDGE (1971)
 RR0180
 RR0180                         *CURRENT SURVEY CONTROL
 RR0180  ___________________________________________________________________
 RR0180* NAD 83(1986)-  46 00 22.     (N)    100 55 17.     (W)     SCALED    
 RR0180* NAVD 88     -       685.123  (meters)    2247.77   (feet)  ADJUSTED  
 RR0180  ___________________________________________________________________
 RR0180  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RR0180  DYNAMIC HT  -         685.071 (meters)    2247.60  (feet)  COMP
 RR0180  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 RR0180
 RR0180  VERT ORDER  -  SECOND    CLASS 0
 RR0180
 RR0180.The horizontal coordinates were scaled from a topographic map and have
 RR0180.an estimated accuracy of +/- 6 seconds.
 RR0180
 RR0180.The orthometric height was determined by differential leveling
 RR0180.and adjusted by the National Geodetic Survey in June 1991..
 RR0180
 RR0180.The geoid height was determined by GEOID03.
 RR0180
 RR0180.The dynamic height is computed by dividing the NAVD 88
 RR0180.geopotential number by the normal gravity value computed on the
 RR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0180.degrees latitude (g = 980.6199 gals.).
 RR0180
 RR0180.The modeled gravity was interpolated from observed gravity values.
 RR0180
 RR0180;                    North         East    Units  Estimated Accuracy
 RR0180;SPC ND S     -    37,820.      567,360.      MT  (+/- 180 meters Scaled)
 RR0180
 RR0180                          SUPERSEDED SURVEY CONTROL
 RR0180
 RR0180  NGVD 29 (??/??/92)  684.696  (m)         2246.37   (f) ADJ UNCH    2 0
 RR0180
 RR0180.Superseded values are not recommended for survey control.
 RR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0180.See file dsdata.txt to determine how the superseded data were derived.
 RR0180
 RR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR512965(NAD 83)
 RR0180_MARKER: DR = REFERENCE MARK DISK
 RR0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0180_STAMPING: MERCK NO 1 1934
 RR0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0180+STABILITY: SURFACE MOTION
 RR0180
 RR0180  HISTORY     - Date     Condition        Report By
 RR0180  HISTORY     - 1934     MONUMENTED       CGS
 RR0180  HISTORY     - 1956     GOOD             NGS
 RR0180
 RR0180                          STATION DESCRIPTION
 RR0180
 RR0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0180'IN SELFRIDGE.
 RR0180'95.5 FEET NORTHEAST OF TRIANGULATION STATION MERCK, DESCRIBED ABOVE,
 RR0180'AT THE FOOT OF THE SLOPE, AND 2 FEET SOUTH OF THE EAST-AND-WEST FENCE.
 RR0180'A STANDARD REFERENCE-MARK DISK, STAMPED MERCK NO 1 1934 AND SET IN
 RR0180'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0181 ***********************************************************************
 RR0181  DESIGNATION -  MERCK RM 2
 RR0181  PID         -  RR0181
 RR0181  STATE/COUNTY-  ND/SIOUX
 RR0181  USGS QUAD   -  SELFRIDGE (1971)
 RR0181
 RR0181                         *CURRENT SURVEY CONTROL
 RR0181  ___________________________________________________________________
 RR0181* NAD 83(1986)-  46 00 22.     (N)    100 55 17.     (W)     SCALED    
 RR0181* NAVD 88     -       691.287  (meters)    2268.00   (feet)  ADJUSTED  
 RR0181  ___________________________________________________________________
 RR0181  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 RR0181  DYNAMIC HT  -         691.235 (meters)    2267.83  (feet)  COMP
 RR0181  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 RR0181
 RR0181  VERT ORDER  -  SECOND    CLASS 0
 RR0181
 RR0181.The horizontal coordinates were scaled from a topographic map and have
 RR0181.an estimated accuracy of +/- 6 seconds.
 RR0181
 RR0181.The orthometric height was determined by differential leveling
 RR0181.and adjusted by the National Geodetic Survey in June 1991..
 RR0181
 RR0181.The geoid height was determined by GEOID03.
 RR0181
 RR0181.The dynamic height is computed by dividing the NAVD 88
 RR0181.geopotential number by the normal gravity value computed on the
 RR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0181.degrees latitude (g = 980.6199 gals.).
 RR0181
 RR0181.The modeled gravity was interpolated from observed gravity values.
 RR0181
 RR0181;                    North         East    Units  Estimated Accuracy
 RR0181;SPC ND S     -    37,820.      567,360.      MT  (+/- 180 meters Scaled)
 RR0181
 RR0181                          SUPERSEDED SURVEY CONTROL
 RR0181
 RR0181  NGVD 29 (??/??/92)  690.860  (m)         2266.60   (f) ADJ UNCH    2 0
 RR0181
 RR0181.Superseded values are not recommended for survey control.
 RR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0181.See file dsdata.txt to determine how the superseded data were derived.
 RR0181
 RR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR512965(NAD 83)
 RR0181_MARKER: DR = REFERENCE MARK DISK
 RR0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0181_STAMPING: MERCK NO 2 1934
 RR0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0181+STABILITY: SURFACE MOTION
 RR0181
 RR0181  HISTORY     - Date     Condition        Report By
 RR0181  HISTORY     - 1934     MONUMENTED       CGS
 RR0181  HISTORY     - 1956     GOOD             NGS
 RR0181
 RR0181                          STATION DESCRIPTION
 RR0181
 RR0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0181'IN SELFRIDGE.
 RR0181'80.2 FEET SOUTHEAST OF TRIANGULATION STATION MERCK, DESCRIBED ABOVE,
 RR0181'AND ON THE TOP OF THE RIDGE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 RR0181'MERCK NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1255 ***********************************************************************
 TE1255  DESIGNATION -  MERIDIAN MARKER
 TE1255  PID         -  TE1255
 TE1255  STATE/COUNTY-  ND/BENSON
 TE1255  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1255
 TE1255                         *CURRENT SURVEY CONTROL
 TE1255  ___________________________________________________________________
 TE1255* NAD 83(1986)-  48 04 21.     (N)    099 15 09.     (W)     SCALED    
 TE1255* NAVD 88     -       443.791  (meters)    1456.00   (feet)  ADJUSTED  
 TE1255  ___________________________________________________________________
 TE1255  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1255  DYNAMIC HT  -         443.859 (meters)    1456.23  (feet)  COMP
 TE1255  MODELED GRAV-     980,750.6   (mgal)                       NAVD 88
 TE1255
 TE1255  VERT ORDER  -  FIRST     CLASS II
 TE1255
 TE1255.The horizontal coordinates were scaled from a topographic map and have
 TE1255.an estimated accuracy of +/- 6 seconds.
 TE1255
 TE1255.The orthometric height was determined by differential leveling
 TE1255.and adjusted by the National Geodetic Survey in June 1991..
 TE1255
 TE1255.The geoid height was determined by GEOID03.
 TE1255
 TE1255.The dynamic height is computed by dividing the NAVD 88
 TE1255.geopotential number by the normal gravity value computed on the
 TE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1255.degrees latitude (g = 980.6199 gals.).
 TE1255
 TE1255.The modeled gravity was interpolated from observed gravity values.
 TE1255
 TE1255;                    North         East    Units  Estimated Accuracy
 TE1255;SPC ND N     -   119,990.      692,960.      MT  (+/- 180 meters Scaled)
 TE1255
 TE1255                          SUPERSEDED SURVEY CONTROL
 TE1255
 TE1255  NGVD 29 (??/??/92)  443.423  (m)         1454.80   (f) ADJ UNCH    1 2
 TE1255
 TE1255.Superseded values are not recommended for survey control.
 TE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1255.See file dsdata.txt to determine how the superseded data were derived.
 TE1255
 TE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU811243(NAD 83)
 TE1255_MARKER: DD = SURVEY DISK
 TE1255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1255_SP_SET: GRANITE BLOCK
 TE1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1255
 TE1255  HISTORY     - Date     Condition        Report By
 TE1255  HISTORY     - UNK      MONUMENTED       USGS
 TE1255  HISTORY     - 1934     GOOD             NGS
 TE1255  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1255
 TE1255                          STATION DESCRIPTION
 TE1255
 TE1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TE1255'IN MINNEWAUKAN.
 TE1255'AT MINNEWAUKAN, BENSON COUNTY, ABOUT 190 FEET WEST OF THE WEST RAIL OF
 TE1255'THE NORTHERN PACIFIC RAILWAY MAIN TRACK, 25.3 FEET WEST OF THE WEST
 TE1255'SHED OF THE INDEPENDENT LUMBER CO. PROPERTY, 90 FEET NORTH OF THE
 TE1255'STREET, AND IN THE TOP OF A GRANITE BLOCK.  A UNITED STATES GEOLOGICAL
 TE1255'SURVEY STANDARD DISK.
 TE1255
 TE1255                          STATION RECOVERY (1982)
 TE1255
 TE1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1255'SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED BY STREET CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0681 ***********************************************************************
 RQ0681  DESIGNATION -  MERRICOURT CONG CHURCH SPIRE
 RQ0681  PID         -  RQ0681
 RQ0681  STATE/COUNTY-  ND/DICKEY
 RQ0681  USGS QUAD   -  MERRICOURT (1971)
 RQ0681
 RQ0681                         *CURRENT SURVEY CONTROL
 RQ0681  ___________________________________________________________________
 RQ0681* NAD 83(1996)-  46 12 20.53995(N)    098 45 39.38869(W)     ADJUSTED  
 RQ0681* NAVD 88     -                                                        
 RQ0681  ___________________________________________________________________
 RQ0681  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 RQ0681  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 RQ0681
 RQ0681  HORZ ORDER  -  THIRD
 RQ0681
 RQ0681.The horizontal coordinates were established by classical geodetic methods
 RQ0681.and adjusted by the National Geodetic Survey in January 1998..
 RQ0681
 RQ0681
 RQ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0681
 RQ0681.The geoid height was determined by GEOID03.
 RQ0681
 RQ0681;                    North         East     Units Scale Factor Converg.
 RQ0681;SPC ND S     -    61,403.453   734,201.594   MT  0.99999568   +1 16 06.4
 RQ0681;SPC ND S     -   201,454.90  2,408,797.88   iFT  0.99999568   +1 16 06.4
 RQ0681;UTM  14      - 5,116,930.973   518,442.149   MT  0.99960418   +0 10 21.2
 RQ0681
 RQ0681                          SUPERSEDED SURVEY CONTROL
 RQ0681
 RQ0681  NAD 83(1986)-  46 12 20.54751(N)    098 45 39.38038(W) AD(       ) 4
 RQ0681  NAD 27      -  46 12 20.65400(N)    098 45 37.99100(W) AD(       ) 3
 RQ0681
 RQ0681.Superseded values are not recommended for survey control.
 RQ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0681.See file dsdata.txt to determine how the superseded data were derived.
 RQ0681
 RQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS1844216931(NAD 83)
 RQ0681_MARKER: 90 = CHURCH SPIRE
 RQ0681
 RQ0681  HISTORY     - Date     Condition        Report By
 RQ0681  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0681
 RQ0681                          STATION DESCRIPTION
 RQ0681
 RQ0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0681'STATION LOCATED ON S EDGE OF TOWN OF MERRICOURT, WHITE WOODEN
 RQ0681'FRAME STRUCTURE WITH SPIRE.  OBSERVED UPON TIP OF SPIRE BUILT
 RQ0681'IN 1925.
 RQ0681'
 RQ0681'OBSERVED FROM EDGLEY, YOUNG, MONANGO AND GRAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0680 ***********************************************************************
 RQ0680  DESIGNATION -  MERRICOURT PEAVEY ELEVATOR
 RQ0680  PID         -  RQ0680
 RQ0680  STATE/COUNTY-  ND/DICKEY
 RQ0680  USGS QUAD   -  MERRICOURT (1971)
 RQ0680
 RQ0680                         *CURRENT SURVEY CONTROL
 RQ0680  ___________________________________________________________________
 RQ0680* NAD 83(1996)-  46 12 33.01692(N)    098 45 45.67941(W)     ADJUSTED  
 RQ0680* NAVD 88     -                                                        
 RQ0680  ___________________________________________________________________
 RQ0680  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 RQ0680  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 RQ0680
 RQ0680  HORZ ORDER  -  THIRD
 RQ0680
 RQ0680.The horizontal coordinates were established by classical geodetic methods
 RQ0680.and adjusted by the National Geodetic Survey in January 1998..
 RQ0680
 RQ0680
 RQ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0680
 RQ0680.The geoid height was determined by GEOID03.
 RQ0680
 RQ0680;                    North         East     Units Scale Factor Converg.
 RQ0680;SPC ND S     -    61,785.618   734,058.250   MT  0.99999502   +1 16 01.8
 RQ0680;SPC ND S     -   202,708.72  2,408,327.59   iFT  0.99999502   +1 16 01.8
 RQ0680;UTM  14      - 5,117,315.659   518,306.193   MT  0.99960412   +0 10 16.7
 RQ0680
 RQ0680                          SUPERSEDED SURVEY CONTROL
 RQ0680
 RQ0680  NAD 83(1986)-  46 12 33.02467(N)    098 45 45.67120(W) AD(       ) 4
 RQ0680  NAD 27      -  46 12 33.13100(N)    098 45 44.29100(W) AD(       ) 3
 RQ0680
 RQ0680.Superseded values are not recommended for survey control.
 RQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0680.See file dsdata.txt to determine how the superseded data were derived.
 RQ0680
 RQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS1830617316(NAD 83)
 RQ0680
 RQ0680  HISTORY     - Date     Condition        Report By
 RQ0680  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0680
 RQ0680                          STATION DESCRIPTION
 RQ0680
 RQ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0680'THE STATION IS THE TOP CENTER OF THE LARGEST AND TALLEST OF
 RQ0680'FOUR ELEVATORS LOCATED IN THE TOWN OF MERRICOURT.  IT IS A
 RQ0680'CONCRETE BUILDING 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1547 ***********************************************************************
 SN1547  DESIGNATION -  MERTZ
 SN1547  PID         -  SN1547
 SN1547  STATE/COUNTY-  ND/SHERIDAN
 SN1547  USGS QUAD   -  LINCOLN VALLEY SE (1960)
 SN1547
 SN1547                         *CURRENT SURVEY CONTROL
 SN1547  ___________________________________________________________________
 SN1547* NAD 83(1996)-  47 32 50.97862(N)    100 16 31.27223(W)     ADJUSTED  
 SN1547* NAVD 88     -       647.38   (+/-2cm)    2123.9    (feet)  VERTCON   
 SN1547  ___________________________________________________________________
 SN1547  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 SN1547  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 SN1547
 SN1547  HORZ ORDER  -  FIRST
 SN1547  VERT ORDER  -  THIRD ? (See Below)
 SN1547
 SN1547.The horizontal coordinates were established by classical geodetic methods
 SN1547.and adjusted by the National Geodetic Survey in January 1998..
 SN1547
 SN1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1547.The vertical order pertains to the NGVD 29 superseded value.
 SN1547
 SN1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1547
 SN1547.The geoid height was determined by GEOID03.
 SN1547
 SN1547;                    North         East     Units Scale Factor Converg.
 SN1547;SPC ND N     -    60,895.335   616,910.036   MT  0.99997951   +0 10 01.8
 SN1547;SPC ND N     -   199,787.84  2,023,983.06   iFT  0.99997951   +0 10 01.8
 SN1547;UTM  14      - 5,266,796.159   404,036.111   MT  0.99971317   -0 56 27.9
 SN1547
 SN1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1547!SPC ND N     -   0.99990194  x   0.99997951  =   0.99988145
 SN1547!UTM  14      -   0.99990194  x   0.99971317  =   0.99961514
 SN1547
 SN1547:                Primary Azimuth Mark                     Grid Az
 SN1547:SPC ND N     -  HARVEY MUNICIPAL TANK                    046 01 21.8
 SN1547:UTM  14      -  HARVEY MUNICIPAL TANK                    047 07 51.5
 SN1547
 SN1547|---------------------------------------------------------------------|
 SN1547| PID    Reference Object                     Distance      Geod. Az  |
 SN1547|                                                           dddmmss.s |
 SN1547| SM1217 HARVEY MUNICIPAL TANK               APPROX.35.8 KM 0461123.6 |
 SN1547| CO6382 MERTZ RM 1                           11.655 METERS 05053     |
 SN1547| SN1565 GOODRICH MUNICIPAL TANK             APPROX.13.7 KM 1250607.4 |
 SN1547| CO6381 MERTZ AZ MK RESET                                  1451734.6 |
 SN1547| CO6383 MERTZ RM 2                            9.942 METERS 15451     |
 SN1547| SN1563 DENHOFF MICROWAVE MAST              APPROX. 9.8 KM 1685424.8 |
 SN1547| CO6380 MERTZ AZ MK                                        2573427.1 |
 SN1547|---------------------------------------------------------------------|
 SN1547
 SN1547                          SUPERSEDED SURVEY CONTROL
 SN1547
 SN1547  NAD 83(1986)-  47 32 50.98415(N)    100 16 31.26923(W) AD(       ) 1
 SN1547  NAD 27      -  47 32 50.99840(N)    100 16 29.80680(W) AD(       ) 1
 SN1547  NGVD 29 (07/19/86)  646.97   (m)         2122.6    (f) LEVELING    3  
 SN1547
 SN1547.Superseded values are not recommended for survey control.
 SN1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1547.See file dsdata.txt to determine how the superseded data were derived.
 SN1547
 SN1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT0403666796(NAD 83)
 SN1547_MARKER: DS = TRIANGULATION STATION DISK
 SN1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1547
 SN1547  HISTORY     - Date     Condition        Report By
 SN1547  HISTORY     - 1941     MONUMENTED       CGS
 SN1547  HISTORY     - 1958     GOOD             CGS
 SN1547  HISTORY     - 1962     GOOD             CGS
 SN1547
 SN1547                          STATION DESCRIPTION
 SN1547
 SN1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1547'STATION IS LOCATED ABOUT 10 MILES NE OF MC CLUSKY, IN THE
 SN1547'SE 1/4 SEC. 18, T. 147 N, R. 75 W, ON LAND OWNED BY BURNIE
 SN1547'MAUREK.  IT IS 9 FEET S OF A WHITE REFERENCE POST, STAMPED
 SN1547'MERTZ 1941, AND PROJECTS ABOUT 10 INCHES.
 SN1547'
 SN1547'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1547'BRONZE DISKS SET IN CONCRETE.
 SN1547'
 SN1547'REFERENCE MARK NO. 1 IS STAMPED MERTZ NO. 1 1941, AND PROJECTS
 SN1547'ABOUT 8 INCHES.
 SN1547'
 SN1547'REFERENCE MARK NO. 2 IS STAMPED MERTZ NO. 2 1941, AND PROJECTS
 SN1547'ABOUT 8 INCHES.
 SN1547'
 SN1547'THE AZIMUTH MARK IS 14 FEET N OF THE CENTER OF A TRACK ROAD
 SN1547'AND 4-1/2 FEET W OF A WHITE REFERENCE POST.  IT IS STAMPED
 SN1547'MERTZ 1941, AND PROJECTS ABOUT 8 INCHES.
 SN1547'
 SN1547'TO REACH THE STATION FROM MC CLUSKY, GO E ON STATE HIGHWAY
 SN1547'7 FOR 4.35 MILES TO A SHARP TURN, RIGHT, TURN LEFT ON A DIRT
 SN1547'ROAD AND GO 4.1 MILES TO A TURN RIGHT, TURN RIGHT AND GO 3
 SN1547'MILES TO A T-INTERSECTION, CONTINUE STRAIGHT AHEAD ON TRACK
 SN1547'ROAD BETWEEN FIELDS FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 SN1547'LEFT, CONTINUE STRAIGHT AHEAD 0.5 MILE TO A FORKS, TAKE THE
 SN1547'LEFT FORK AND GO 0.2 MILE TO THE HIGHEST POINT OF THE HILL
 SN1547'AND STATION.
 SN1547'
 SN1547'4-FOOT SIGNALS AT FALLON, VIETZ, BANK, NEFF, AND A 37-FOOT
 SN1547'SIGNAL AT RICH ARE VISIBLE FROM THE GROUND.
 SN1547'
 SN1547'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SN1547
 SN1547                          STATION RECOVERY (1958)
 SN1547
 SN1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1547'STATION RECOVERED AND ALL MARKS, EXCEPT THE AZIMUTH MARK,
 SN1547'WERE FOUND IN GOOD CONDITION.  THIS MARK WAS NOT FOUND AND
 SN1547'IS PRESUMED TO BE DESTROYED.  A NEW AZIMUTH MARK WAS SET
 SN1547'AND ITS DIRECTION DETERMINED FROM THE WATER TANK AT HARVEY.
 SN1547'THE AZIMUTH MARK IS ABOUT 0.25 MI. SE OF THE STATION, NEAR
 SN1547'THE HIGHEST POINT ALONG THE SECTION LINE, IN AN E-W FENCE LINE,
 SN1547'AND 1-1/2 FT. E OF A WHITE WITNESS POST.  THE MARK PROJECTS
 SN1547'5 IN. AND THE DISK IS STAMPED MERTZ 1941 RESET 1958.
 SN1547'
 SN1547'TO REACH THE STATION FROM DENHOFF (FROM THE JUNCTION OF
 SN1547'STATE HIGHWAYS 7 AND 14 ABOUT 3/4 MI. NE OF THE TOWN), GO
 SN1547'N ON STATE HIGHWAY 14 FOR 4.05 MI. TO DIM CROSSROADS, TURN
 SN1547'LEFT AND GO W ON A TRACK ROAD FOR 1.0 MI. (THE AZIMUTH MARK
 SN1547'IS ABOUT 0.25 MI. DUE W ON TOP OF A RIDGE), BEAR RIGHT AROUND
 SN1547'A SLOUGH AND PICK ROAD W FOR 0.3 MI. TO THE AZIMUTH MARK ON
 SN1547'THE LEFT, BEAR RIGHT AND GO NW, ACROSS A FIELD, FOR 0.25 MI.
 SN1547'TO THE TOP OF A KNOLL AND THE STATION.
 SN1547
 SN1547                          STATION RECOVERY (1962)
 SN1547
 SN1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1547'THE STATION IS LOCATED 1-1/2 MILES WEST AND 4-3/4 MILES NORTH
 SN1547'OF THE TOWN OF DENHOFF, IN THE SE 1/4 OF SEC. 18, T147N, R75W,
 SN1547'ON THE HIGHEST POINT OF HILL.
 SN1547'
 SN1547'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 7, ABOUT
 SN1547'3/4 MILE NORTH OF THE TOWN OF DENHOFF, GO NORTH ON STATE
 SN1547'HIGHWAY 14 FOR 4 MILES TO A DIM SECTION LINE CROSSROADS.  TURN
 SN1547'LEFT AND FOLLOW THE SECTION LINE ROAD WEST FOR 1 MILE TO
 SN1547'WHERE FENCE ENDS.  CONTINUE WEST FOR 0.3 MILE TO THE AZIMUTH
 SN1547'ON THE TOP OF A RIDGE.  BEAR RIGHT AND PICK YOUR WAY NORTHWEST
 SN1547'TO THE HIGHEST POINT AND THE STATION.
 SN1547'
 SN1547'THE STATION MARK IS A STANDARD DISK, STAMPED MERTZ 1941, AND
 SN1547'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN1547'PROJECTS 6 INCHES.  IT IS 8.6 FEET SOUTH OF THE WITNESS POST.
 SN1547'
 SN1547'REFERENCE MARK NO. 1, STAMPED MERTZ NO 1 1941, IS A STANDARD
 SN1547'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1547'THAT PROJECTS 6 INCHES AND IS 32.8 FEET NORTHEAST OF THE
 SN1547'WITNESS POST.
 SN1547'
 SN1547'REFERENCE MARK NO. 2, STAMPED MERTZ NO 2 1941, IS A STANDARD
 SN1547'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1547'THAT PROJECTS 6 INCHES AND IS 40.1 FEET SOUTHEAST OF THE WITNESS
 SN1547'POST.
 SN1547'
 SN1547'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MERTZ 1941 RESET
 SN1547'1958, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 SN1547'THAT PROJECTS 4 INCHES AND IS 1.3 FEET EAST OF THE WITNESS POST.
 SN1547'
 SN1547'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 55.92 FEET OR 17.046 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QR0567 ***********************************************************************
 QR0567  DESIGNATION -  METER
 QR0567  PID         -  QR0567
 QR0567  STATE/COUNTY-  ND/DICKEY
 QR0567  USGS QUAD   -  SAVO NW (1956)
 QR0567
 QR0567                         *CURRENT SURVEY CONTROL
 QR0567  ___________________________________________________________________
 QR0567* NAD 83(1996)-  45 56 21.51398(N)    098 23 12.86537(W)     ADJUSTED  
 QR0567* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 QR0567  ___________________________________________________________________
 QR0567  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 QR0567  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 QR0567
 QR0567  HORZ ORDER  -  FIRST
 QR0567
 QR0567.The horizontal coordinates were established by classical geodetic methods
 QR0567.and adjusted by the National Geodetic Survey in January 1998..
 QR0567
 QR0567.The orthometric height was scaled from a topographic map.
 QR0567
 QR0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 QR0567
 QR0567.The geoid height was determined by GEOID03.
 QR0567
 QR0567;                    North         East     Units Scale Factor Converg.
 QR0567;SPC ND S     -    32,510.490   763,855.583   MT  1.00005689   +1 32 28.5
 QR0567;SPC ND S     -   106,661.71  2,506,087.87   iFT  1.00005689   +1 32 28.5
 QR0567;SPC SD N     -   235,282.294   725,091.212   MT  1.00005949   +1 08 29.9
 QR0567;SPC SD N     -   771,921.99  2,378,903.42   sFT  1.00005949   +1 08 29.9
 QR0567;UTM  14      - 5,087,487.114   547,525.055   MT  0.99962777   +0 26 26.1
 QR0567
 QR0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QR0567!SPC ND S     -   0.99993483  x   1.00005689  =   0.99999172
 QR0567!SPC SD N     -   0.99993483  x   1.00005949  =   0.99999432
 QR0567!UTM  14      -   0.99993483  x   0.99962777  =   0.99956263
 QR0567
 QR0567|---------------------------------------------------------------------|
 QR0567| PID    Reference Object                     Distance      Geod. Az  |
 QR0567|                                                           dddmmss.s |
 QR0567| CO6387 METER RM 2                           33.583 METERS 09406     |
 QR0567| CO6384 METER AZ MK                                        1060106.0 |
 QR0567| CO6385 METER AZ MK 2                                      1074855.1 |
 QR0567| RQ0673 ELLENDALE MUNICIPAL TANK            APPROX.12.7 KM 3025222.5 |
 QR0567| RQ0674 ELLENDALE DICKEY CO CH FINIAL       APPROX.12.8 KM 3041228.8 |
 QR0567| CO6386 METER RM 1                           58.007 METERS 33251     |
 QR0567|---------------------------------------------------------------------|
 QR0567
 QR0567                          SUPERSEDED SURVEY CONTROL
 QR0567
 QR0567  NAD 83(1986)-  45 56 21.52386(N)    098 23 12.86262(W) AD(       ) 1
 QR0567  NAD 27      -  45 56 21.61400(N)    098 23 11.49500(W) AD(       ) 1
 QR0567
 QR0567.Superseded values are not recommended for survey control.
 QR0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QR0567.See file dsdata.txt to determine how the superseded data were derived.
 QR0567
 QR0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4752587487(NAD 83)
 QR0567_MARKER: DS = TRIANGULATION STATION DISK
 QR0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QR0567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QR0567
 QR0567  HISTORY     - Date     Condition        Report By
 QR0567  HISTORY     - 1934     MONUMENTED       CGS
 QR0567  HISTORY     - 1974     MARK NOT FOUND   NGS
 QR0567  HISTORY     - 1976     GOOD             NGS
 QR0567
 QR0567                          STATION DESCRIPTION
 QR0567
 QR0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 QR0567'STATION IS LOCATED IN THE SE 1/4 OF SEC. 36, T 129 N, R 61 W,
 QR0567'ABOUT 5-1/2 MILES S AND 0.2 MILE W OF SILVERLEAF.
 QR0567'
 QR0567'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 QR0567'BRONZE DISKS SET IN CONCRETE.
 QR0567'
 QR0567'REFERENCE MARK NO. 1 IS NNW OF STATION ON THE NW SLOPE OF
 QR0567'KNOLL.
 QR0567'
 QR0567'REFERENCE MARK NO. 2 IS E OF STATION ON THE E EDGE OF KNOLL.
 QR0567'
 QR0567'AZIMUTH MARK IS REACHED FROM STATION BY GOING S 0.2 MILE TO
 QR0567'E-W ROAD, TURN LEFT (E) AND GO 0.65 MILE.  MARK IS ON THE LEFT
 QR0567'IN E-W FENCE LINE, 25 FEET N OF CENTER LINE OF E-W DIRT ROAD.
 QR0567'
 QR0567'TO REACH STATION FROM COURTHOUSE IN ELLENDALE GO E ON STATE
 QR0567'HIGHWAY 11 FOR 7.4 MILES TO CROSSROADS, TURN RIGHT, S, AND GO
 QR0567'5.0 MILES ON GRADED DIRT ROAD, TURN RIGHT, W, AND GO 0.25
 QR0567'MILE TURN RIGHT, N, AND GO 0.2 MILE THROUGH CULTIVATED FIELD
 QR0567'TO TOP OF ROCKY KNOLL AND STATION.
 QR0567'
 QR0567'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 QR0567
 QR0567                          STATION RECOVERY (1974)
 QR0567
 QR0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QR0567'STATION WAS NOT FOUND.  REFERENCE MARK 1 WAS FOUND.  REFERENCE
 QR0567'MARK 2 WAS NOT FOUND HOWEVER A THOROUGH SEARCH WAS NOT MADE.
 QR0567'ALL INDICATIONS ARE THAT BOTH THE REFERENCE MARK AND THE
 QR0567'STATION COULD BE FOUND IF TIME WAS TAKEN FOR A SEARCH.
 QR0567'
 QR0567'THE 1934 ROUTE DESCRIPTION IS ADEQUATE.
 QR0567
 QR0567                          STATION RECOVERY (1976)
 QR0567
 QR0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QR0567'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 QR0567'IN GOOD CONDITION, BUT THE REFERENCE MARKS WERE DESCRIBED OPPOSITE
 QR0567'TO THEIR NUMBER - REFERENCE MARK NO. 1 IS TO THE EAST AND REFERENCE
 QR0567'MARK NO. 2 IS TO THE NORTH-NORTHWEST, AND DIFFERENCES WHICH WERE
 QR0567'FOUND IN THE DISTANCES TO THE REFERENCE MARKS APPARENTLY WERE
 QR0567'DUE TO SLOPE MEASUREMENT.  THE AZIMUTH MARK WAS FOUND IN POOR
 QR0567'CONDITION IN THE BACKSLOPE OF A DITCH, THE EARTH HAD BEEN GRADED
 QR0567'AWAY FROM ONE SIDE, BUT THE DIRECTIONS BETWEEN IT AND THE
 QR0567'REFERENCE MARKS CHECKED GOOD.  A NEW AZIMUTH MARK WAS SET
 QR0567'AND THE DISK REMOVED FROM THE 1934 AZIMUTH MARK AT THIS TIME.
 QR0567'
 QR0567'A NEW DESCRIPTION FOLLOWS--
 QR0567'
 QR0567'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF ELLENDALE, 7
 QR0567'MILES EAST OF U.S. HIGHWAY 281, 0.3 MILE EAST OF A FARMSTEAD, 0.2
 QR0567'MILE NORTH OF THE STATE LINE ROAD, IN THE SE 1/4 OF SEC 36, T 129
 QR0567'N, R 61 W, AT A ROCK PILE ON THE HIGHEST PART OF A CULTIVATED
 QR0567'FIELD, ON PROPERTY OWNED AND FARMED BY MR. STANLEY HALONEN.
 QR0567'
 QR0567'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 QR0567'HIGHWAY 281 IN ELLENDALE, GO SOUTH 4.6 MILES ON HIGHWAY 281 TO THE
 QR0567'STATE LINE CROSSROAD, TURN LEFT AND GO EAST ON THE GRADED ROAD 6.5
 QR0567'MILES TO THE DRIVEWAY ON THE LEFT LEADING INTO THE HALONEN
 QR0567'FARMSTEAD, CONTINUE EAST 0.3 MILE ON THE GRADED ROAD (THE STATION IS
 QR0567'0.2 MILE NORTH OF THIS POINT), CONTINUE EAST 0.25 MILE TO A SIDE
 QR0567'ROAD LEFT, CONTINUE EAST ON THE GRADED ROAD 0.45 MILE TO A SIDE
 QR0567'ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 QR0567'
 QR0567'THE STATION MARK IS A STANDARD DISK STAMPED METER 1934, SET IN THE
 QR0567'TOP OF A ROUND CONCRETE MONUMENT 8-INCHES BELOW GROUND SURFACE.  IT
 QR0567'IS 195 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE OF A
 QR0567'HIP-ROOF BARN AT THE HALONEN FARMSTEAD, IN THE CENTER OF A
 QR0567'ROCKPILE, AND 2.6 FEET EAST OF A METAL WITNESS POST.
 QR0567'
 QR0567'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED METER NO 1 1934, SET
 QR0567'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 QR0567'IS IN THE CENTER OF A SMALL PILE OF ROCKS, 1.0 FOOT SOUTH OF A METAL
 QR0567'WITNESS POST.
 QR0567'
 QR0567'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED METER NO 1 1934, SET
 QR0567'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.  IT
 QR0567'IS IN THE CENTER OF A SMALL PILE OF ROCKS, 1.0 FOOT SOUTH OF A
 QR0567'METAL WITNESS POST.
 QR0567'
 QR0567'THE AZIMUTH MARK IS A STANDARD DISK STAMPED METER 1934 1976, SET IN
 QR0567'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 QR0567'IS 58 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 33 FEET
 QR0567'WEST OF THE CENTER OF THE ROAD LEADING SOUTH, 16 FEET SOUTH OF A
 QR0567'FENCE CORNER, 1-FOOT EAST OF A FENCE, AND 1.8 FEET NORTHEAST OF A
 QR0567'METAL WITNESS POST.
 QR0567'
 QR0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES SE
 QR0567'OF ELLENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0631 ***********************************************************************
 RQ0631  DESIGNATION -  MEYER
 RQ0631  PID         -  RQ0631
 RQ0631  STATE/COUNTY-  ND/DICKEY
 RQ0631  USGS QUAD   -  OAKES (1952)
 RQ0631
 RQ0631                         *CURRENT SURVEY CONTROL
 RQ0631  ___________________________________________________________________
 RQ0631* NAD 83(1996)-  46 09 31.97488(N)    098 02 29.37530(W)     ADJUSTED  
 RQ0631* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 RQ0631  ___________________________________________________________________
 RQ0631  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 RQ0631  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 RQ0631
 RQ0631  HORZ ORDER  -  FIRST
 RQ0631
 RQ0631.The horizontal coordinates were established by classical geodetic methods
 RQ0631.and adjusted by the National Geodetic Survey in January 1998..
 RQ0631
 RQ0631.The orthometric height was scaled from a topographic map.
 RQ0631
 RQ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0631
 RQ0631.The geoid height was determined by GEOID03.
 RQ0631
 RQ0631;                    North         East     Units Scale Factor Converg.
 RQ0631;SPC ND S     -    57,684.614   789,868.151   MT  1.00000490   +1 47 35.5
 RQ0631;SPC ND S     -   189,253.98  2,591,430.94   iFT  1.00000490   +1 47 35.5
 RQ0631;UTM  14      - 5,112,147.114   574,006.549   MT  0.99966733   +0 41 28.9
 RQ0631
 RQ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0631!SPC ND S     -   0.99993460  x   1.00000490  =   0.99993950
 RQ0631!UTM  14      -   0.99993460  x   0.99966733  =   0.99960196
 RQ0631
 RQ0631:                Primary Azimuth Mark                     Grid Az
 RQ0631:SPC ND S     -  CRETE FARMERS GRAIN CO ELEV              050 41 25.1
 RQ0631:UTM  14      -  CRETE FARMERS GRAIN CO ELEV              051 47 31.7
 RQ0631
 RQ0631|---------------------------------------------------------------------|
 RQ0631| PID    Reference Object                     Distance      Geod. Az  |
 RQ0631|                                                           dddmmss.s |
 RQ0631| RP0846 CRETE FARMERS GRAIN CO ELEV         APPROX. 7.8 KM 0522900.6 |
 RQ0631| CO6391 MEYER AZ MK                                        1732608.2 |
 RQ0631| CO6392 MEYER RM 1                           25.329 METERS 20417     |
 RQ0631| RQ0632 OAKES MUNICIPAL TANK                APPROX. 4.7 KM 2395045.0 |
 RQ0631| RQ0629 OAKES ST CHARLES CATH CH CROSS      APPROX. 4.4 KM 2414312.9 |
 RQ0631| RQ0638 NORWEGIAN LUTH CH NW OF OAKES       APPROX.13.4 KM 2724216.7 |
 RQ0631| CO6393 MEYER RM 2                           25.880 METERS 30952     |
 RQ0631|---------------------------------------------------------------------|
 RQ0631
 RQ0631                          SUPERSEDED SURVEY CONTROL
 RQ0631
 RQ0631  NAD 83(1986)-  46 09 31.97887(N)    098 02 29.37259(W) AD(       ) 1
 RQ0631  NAD 27      -  46 09 32.10000(N)    098 02 28.00200(W) AD(       ) 1
 RQ0631
 RQ0631.Superseded values are not recommended for survey control.
 RQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0631.See file dsdata.txt to determine how the superseded data were derived.
 RQ0631
 RQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7400712147(NAD 83)
 RQ0631_MARKER: DS = TRIANGULATION STATION DISK
 RQ0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0631+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 RQ0631
 RQ0631  HISTORY     - Date     Condition        Report By
 RQ0631  HISTORY     - 1934     MONUMENTED       CGS
 RQ0631  HISTORY     - 1954     GOOD             CGS
 RQ0631  HISTORY     - 1974     GOOD             USAF
 RQ0631  HISTORY     - 20041129 GOOD             NDWC
 RQ0631
 RQ0631                          STATION DESCRIPTION
 RQ0631
 RQ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0631'STATION IS LOCATED IN THE SW 1/4 SEC. 14, T 131 N, R 59 W, ABOUT
 RQ0631'2.5 MILES E AND 1.5 MILES N OF OAKES, ON TOP OF A HIGH PROMINENT
 RQ0631'KNOLL.
 RQ0631'
 RQ0631'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RQ0631'BRONZE DISKS SET IN CONCRETE.
 RQ0631'
 RQ0631'REFERENCE MARK NO. 1 IS LOCATED 83.29 FEET, 25.387 METERS,
 RQ0631'SW OF STATION.
 RQ0631'
 RQ0631'REFERENCE MARK NO. 2 IS LOCATED 84.91 FEET, 25.880 METERS,
 RQ0631'NW OF STATION.
 RQ0631'
 RQ0631'AZIMUTH MARK IS LOCATED 0.5 MILE S OF STATION, 27 FEET N
 RQ0631'OF CENTER LINE OF ROAD.  REACHED FROM STATION, GO ABOUT 0.5
 RQ0631'MILE SW ACROSS FIELD TO FARMHOUSE AND ROAD, THENCE LEFT,
 RQ0631'E, 0.3 MILE TO MARK ON N IN FENCE LINE.
 RQ0631'
 RQ0631'STATION REACHED FROM JUNCTION OF STATE HIGHWAY 11 AND STATE
 RQ0631'HIGHWAY 1 IN OAKES, GO E ON STATE HIGHWAY 11 FOR 2.0 MILES TO
 RQ0631'CROSSROADS, THENCE LEFT, N, OFF STATE HIGHWAY 11 GO 1.0 MILE,
 RQ0631'THENCE RIGHT E, 1.0 MILE, THENCE LEFT, N, TO FARMHOUSE.  STATION
 RQ0631'IS ABOUT 0.5 MILE NE OF FARMHOUSE ON TOP OF PROMINENT KNOLL.
 RQ0631'
 RQ0631'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 RQ0631
 RQ0631                          STATION RECOVERY (1954)
 RQ0631
 RQ0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0631'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 RQ0631'IN GOOD CONDITION.  THE PRESENT DESCRIPTION IS ADEQUATE, EXCEPT
 RQ0631'THAT THE FENCE AT THE AZIMUTH MARK IS GONE.  THE AZIMUTH MARK
 RQ0631'IS LOCATED ON THE SUMMIT OF A LOW KNOLL, 0.1 MILE EAST OF
 RQ0631'A HIGHER KNOLL.  THE STATION IS ON LAND OWNED BY MR. E.F.
 RQ0631'HANDY.
 RQ0631'
 RQ0631'TO REACH THE STATION FROM THE POST OFFICE IN OAKES, GO EAST
 RQ0631'FOR 0.6 MILE TO THE END OF THE PAVED STREET, CONTINUE EAST
 RQ0631'ON THE GRAVEL ROAD FOR 1.4 MILES TO A CROSS ROAD, TURN NORTH
 RQ0631'FOR 1.0 MILE TO A CROSS ROAD, TURN RIGHT, EAST, AND GO 0.4
 RQ0631'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST 0.15
 RQ0631'MILE TO A FENCE CORNER, TURN LEFT AND GO NORTH ALONG THE WEST
 RQ0631'SIDE OF THE FENCE FOR 0.35 MILE, BEAR LEFT, NORTHWEST FOR
 RQ0631'0.15 MILE TO THE SUMMIT OF THE KNOLL AND THE STATION.
 RQ0631
 RQ0631                          STATION RECOVERY (1974)
 RQ0631
 RQ0631'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0631'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 RQ0631'AND FOUND TO BE IN GOOD CONDITION.
 RQ0631'
 RQ0631'THE 1954 ROUTE DESCRIPTION IS ADEQUATE.
 RQ0631
 RQ0631                          STATION RECOVERY (2004)
 RQ0631
 RQ0631'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 RQ0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1806 ***********************************************************************
 TG1806  DESIGNATION -  MEYER CO MICROWAVE MAST
 TG1806  PID         -  TG1806
 TG1806  STATE/COUNTY-  ND/MOUNTRAIL
 TG1806  USGS QUAD   -  ROSS (1981)
 TG1806
 TG1806                         *CURRENT SURVEY CONTROL
 TG1806  ___________________________________________________________________
 TG1806* NAD 83(1996)-  48 16 21.35180(N)    102 34 06.22755(W)     ADJUSTED  
 TG1806* NAVD 88     -                                                        
 TG1806  ___________________________________________________________________
 TG1806  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 TG1806  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG1806
 TG1806  HORZ ORDER  -  THIRD
 TG1806
 TG1806.The horizontal coordinates were established by classical geodetic methods
 TG1806.and adjusted by the National Geodetic Survey in January 1998..
 TG1806
 TG1806
 TG1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1806
 TG1806.The geoid height was determined by GEOID03.
 TG1806
 TG1806;                    North         East     Units Scale Factor Converg.
 TG1806;SPC ND N     -   143,551.703   446,487.583   MT  0.99994121   -1 32 21.0
 TG1806;SPC ND N     -   470,970.15  1,464,854.27   iFT  0.99994121   -1 32 21.0
 TG1806;UTM  13      - 5,349,457.171   680,422.938   MT  0.99999998   +1 48 54.9
 TG1806
 TG1806                          SUPERSEDED SURVEY CONTROL
 TG1806
 TG1806  NAD 83(1986)-  48 16 21.35275(N)    102 34 06.22383(W) AD(       ) 4
 TG1806  NAD 27      -  48 16 21.29200(N)    102 34 04.57800(W) AD(       ) 3
 TG1806
 TG1806.Superseded values are not recommended for survey control.
 TG1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1806.See file dsdata.txt to determine how the superseded data were derived.
 TG1806
 TG1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP8042349457(NAD 83)
 TG1806_MARKER: 44 = MICROWAVE MAST
 TG1806
 TG1806  HISTORY     - Date     Condition        Report By
 TG1806  HISTORY     - 1963     FIRST OBSERVED   CGS
 TG1806
 TG1806                          STATION DESCRIPTION
 TG1806
 TG1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TG1806'THE STATION IS THE CENTER OF A RED LIGHT ATOP THE ROSS,
 TG1806'MEYER BROADCASTING COMPANY, MICRO-WAVE MAST, AND IT IS LOCATED
 TG1806'5-1/2 MILES SOUTH OF ROSS.  THE MAST IS 175 FEET IN HEIGHT AND
 TG1806'IS PAINTED IN ALTERNATING INTERNATIONAL RED AND WHITE.  THERE
 TG1806'IS A SCREEN LOCATED ON THE WEST SIDE OF THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2226 ***********************************************************************
 TF2226  DESIGNATION -  MEYER MICROWAVE S OF BERTHOLD
 TF2226  PID         -  TF2226
 TF2226  STATE/COUNTY-  ND/WARD
 TF2226  USGS QUAD   -  TAGUS SE (1980)
 TF2226
 TF2226                         *CURRENT SURVEY CONTROL
 TF2226  ___________________________________________________________________
 TF2226* NAD 83(1996)-  48 15 43.42893(N)    101 47 36.75178(W)     ADJUSTED  
 TF2226* NAVD 88     -                                                        
 TF2226  ___________________________________________________________________
 TF2226  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TF2226  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 TF2226
 TF2226  HORZ ORDER  -  THIRD
 TF2226
 TF2226.The horizontal coordinates were established by classical geodetic methods
 TF2226.and adjusted by the National Geodetic Survey in January 1998..
 TF2226
 TF2226
 TF2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2226
 TF2226.The geoid height was determined by GEOID03.
 TF2226
 TF2226;                    North         East     Units Scale Factor Converg.
 TF2226;SPC ND N     -   141,125.041   503,969.078   MT  0.99994062   -0 57 45.2
 TF2226;SPC ND N     -   463,008.66  1,653,441.86   iFT  0.99994062   -0 57 45.2
 TF2226;UTM  14      - 5,349,200.924   292,681.139   MT  1.00012813   -2 05 07.0
 TF2226
 TF2226                          SUPERSEDED SURVEY CONTROL
 TF2226
 TF2226  NAD 83(1986)-  48 15 43.42838(N)    101 47 36.74830(W) AD(       ) 4
 TF2226  NAD 27      -  48 15 43.38600(N)    101 47 35.15900(W) AD(       ) 3
 TF2226
 TF2226.Superseded values are not recommended for survey control.
 TF2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2226.See file dsdata.txt to determine how the superseded data were derived.
 TF2226
 TF2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9268149201(NAD 83)
 TF2226_MARKER: 44 = MICROWAVE MAST
 TF2226
 TF2226  HISTORY     - Date     Condition        Report By
 TF2226  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2226
 TF2226                          STATION DESCRIPTION
 TF2226
 TF2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2226'THE STATION IS THE CENTER OF A RED LIGHT ATOP THE BERTHOLD,
 TF2226'MEYER BROADCASTING COMPANY, MICRO-WAVE MAST, LOCATED ABOUT
 TF2226'4 MILES SOUTHWEST OF BERTHOLD.  IT IS PAINTED ALTERNATING
 TF2226'INTERNATIONAL RED AND WHITE AND IS 280 FEET IN HEIGHT.
 TF2226'
 TF2226'NOTE--A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 TF2226'FRANK 1946
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0334 ***********************************************************************
 SM0334  DESIGNATION -  MICHAUD
 SM0334  PID         -  SM0334
 SM0334  STATE/COUNTY-  ND/GRIGGS
 SM0334  USGS QUAD   -  JESSIE (1961)
 SM0334
 SM0334                         *CURRENT SURVEY CONTROL
 SM0334  ___________________________________________________________________
 SM0334* NAD 83(1996)-  47 35 44.99210(N)    098 08 31.21553(W)     ADJUSTED  
 SM0334* NAVD 88     -       490.217  (meters)    1608.32   (feet)  ADJUSTED  
 SM0334  ___________________________________________________________________
 SM0334  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 SM0334  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0334  DYNAMIC HT  -         490.283 (meters)    1608.54  (feet)  COMP
 SM0334  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 SM0334
 SM0334  HORZ ORDER  -  FIRST
 SM0334  VERT ORDER  -  SECOND    CLASS 0
 SM0334
 SM0334.The horizontal coordinates were established by classical geodetic methods
 SM0334.and adjusted by the National Geodetic Survey in January 1998..
 SM0334
 SM0334.The orthometric height was determined by differential leveling
 SM0334.and adjusted by the National Geodetic Survey in June 1991..
 SM0334
 SM0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM0334
 SM0334.The geoid height was determined by GEOID03.
 SM0334
 SM0334.The dynamic height is computed by dividing the NAVD 88
 SM0334.geopotential number by the normal gravity value computed on the
 SM0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0334.degrees latitude (g = 980.6199 gals.).
 SM0334
 SM0334.The modeled gravity was interpolated from observed gravity values.
 SM0334
 SM0334;                    North         East     Units Scale Factor Converg.
 SM0334;SPC ND N     -    68,959.891   777,303.591   MT  0.99997202   +1 45 16.8
 SM0334;SPC ND N     -   226,246.36  2,550,208.63   iFT  0.99997202   +1 45 16.8
 SM0334;UTM  14      - 5,271,736.745   564,500.706   MT  0.99965112   +0 38 00.9
 SM0334
 SM0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM0334!SPC ND N     -   0.99992704  x   0.99997202  =   0.99989906
 SM0334!UTM  14      -   0.99992704  x   0.99965112  =   0.99957819
 SM0334
 SM0334|---------------------------------------------------------------------|
 SM0334| PID    Reference Object                     Distance      Geod. Az  |
 SM0334|                                                           dddmmss.s |
 SM0334| SM0332 MICHAUD RM 1                         56.928 METERS 12356     |
 SM0334| SM0331 MICHAUD AZ MK                                      1721011.7 |
 SM0334| SM0333 MICHAUD RM 2                         20.577 METERS 21521     |
 SM0334|---------------------------------------------------------------------|
 SM0334
 SM0334                          SUPERSEDED SURVEY CONTROL
 SM0334
 SM0334  NAD 83(1986)-  47 35 44.99108(N)    098 08 31.21142(W) AD(       ) 1
 SM0334  NAD 27      -  47 35 45.02500(N)    098 08 29.87800(W) AD(       ) 1
 SM0334  NGVD 29 (??/??/92)  489.858  (m)         1607.14   (f) ADJ UNCH    2 0
 SM0334
 SM0334.Superseded values are not recommended for survey control.
 SM0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0334.See file dsdata.txt to determine how the superseded data were derived.
 SM0334
 SM0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT6450171737(NAD 83)
 SM0334_MARKER: DS = TRIANGULATION STATION DISK
 SM0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0334_STAMPING: MICHAUD 1941
 SM0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0334+STABILITY: SURFACE MOTION
 SM0334
 SM0334  HISTORY     - Date     Condition        Report By
 SM0334  HISTORY     - 1941     MONUMENTED       CGS
 SM0334  HISTORY     - 1963     GOOD             NGS
 SM0334
 SM0334                          STATION DESCRIPTION
 SM0334
 SM0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM0334'STATION IS LOCATED ABOUT 11 MILES N OF COOPERSTOWN, ABOUT 0.15
 SM0334'MILE E OF THE CENTER OF SEC. 35, T. 148 N, R. 59 W, ON THE N
 SM0334'END OF BUTTE MICHAUD, ON LAND OWNED BY HENRY I. ERICKSON WHO
 SM0334'LIVES ABOUT 0.3 MILE S OF THE STATION.  IT IS 9 FEET S OF A WHITE
 SM0334'REFERENCE POST, IS STAMPED MICHAUD 1941 AND PROJECTS ABOUT 4
 SM0334'INCHES.
 SM0334'
 SM0334'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM0334'BRONZE DISKS SET IN CONCRETE.
 SM0334'
 SM0334'REFERENCE MARK NO. 1 IS AT THE E EDGE OF THE HILL AND IS ABOUT
 SM0334'20 FEET LOWER THAN THE STATION.  IT IS STAMPED MICHAUD NO. 1
 SM0334'1941 AND PROJECTS ABOUT 10 INCHES.
 SM0334'
 SM0334'REFERENCE MARK NO. 2 IS AT THE SW EDGE OF THE HILL AND IS ABOUT
 SM0334'10 FEET LOWER THAN THE STATION.  IT IS STAMPED MICHAUD NO. 2 1941
 SM0334'AND PROJECTS ABOUT 10 INCHES.
 SM0334'
 SM0334'THE AZIMUTH MARK IS 17.6 FEET W OF THE CENTER OF THE DIRT
 SM0334'ROAD LEADING TO THE STATION AND 3 FEET E OF A WHITE REFERENCE POST.
 SM0334'IT IS STAMPED MICHAUD 1941 AND PROJECTS ABOUT 6 INCHES.
 SM0334'
 SM0334'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 65 AND
 SM0334'45 ABOUT 8 MILES N OF COOPERSTOWN, GO N ON A DIRT ROAD FOR 3.1
 SM0334'MILES TO A T-ROAD INTERSECTION, AND A LONE MAILBOX ON THE RIGHT,
 SM0334'TURN LEFT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AND
 SM0334'A TURN TO THE RIGHT, TURN RIGHT AND GO 0.25 MILE TO A TURN LEFT,
 SM0334'TURN LEFT AND GO 0.15 MILE TO THE ERICKSON FARMHOUSE.  FROM
 SM0334'THE HOUSE, GO W 0.1 MILE TO A DIM FORKS, TAKE RIGHT FORK AND
 SM0334'GO W AND N AROUND W SIDE OF THE HILL, 0.2 MILE TO A BREAK IN
 SM0334'THE FENCE, TURN RIGHT THROUGH FENCE AND GO E UPHILL 0.3 MILE
 SM0334'TO HIGHEST POINT OF THE HILL AND STATION.
 SM0334'
 SM0334'ALL STATIONS OBSERVED FROM THIS STATION ARE VISIBLE FROM THE
 SM0334'GROUND.
 SM0334'
 SM0334'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 SM0334
 SM0334                          STATION RECOVERY (1963)
 SM0334
 SM0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0334'11.1 MI N FROM COOPERSTOWN.
 SM0334'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0334'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0334'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3
 SM0334'MILE WEST ALONG A TRAIL ROAD, THENCE 0.7 MILE NORTH ALONG A TRAIL
 SM0334'ROAD, IN SECTION 35, T 148 N, R 59 W, 0.3 MILE NORTH OF A VACANT
 SM0334'FARMHOUSE, ON THE CREST OF THE HIGHEST HILL IN THE VICINITY, 100 FEET
 SM0334'WEST OF THE WEST EDGE OF TREES WHICH ARE ON THE EAST SLOPE OF THE
 SM0334'HILL, 187 FEET NORTHWEST OF MICHAUD R.M. 1, 67.5 FEET NORTH OF MICHAUD
 SM0334'R.M. 2, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF
 SM0334'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0331 ***********************************************************************
 SM0331  DESIGNATION -  MICHAUD AZ MK
 SM0331  PID         -  SM0331
 SM0331  STATE/COUNTY-  ND/GRIGGS
 SM0331  USGS QUAD   -  JESSIE (1961)
 SM0331
 SM0331                         *CURRENT SURVEY CONTROL
 SM0331  ___________________________________________________________________
 SM0331* NAD 83(1986)-  47 35 14.     (N)    098 08 25.     (W)     SCALED    
 SM0331* NAVD 88     -       444.327  (meters)    1457.76   (feet)  ADJUSTED  
 SM0331  ___________________________________________________________________
 SM0331  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 SM0331  DYNAMIC HT  -         444.385 (meters)    1457.95  (feet)  COMP
 SM0331  MODELED GRAV-     980,729.4   (mgal)                       NAVD 88
 SM0331
 SM0331  VERT ORDER  -  SECOND    CLASS 0
 SM0331
 SM0331.The horizontal coordinates were scaled from a topographic map and have
 SM0331.an estimated accuracy of +/- 6 seconds.
 SM0331
 SM0331.The orthometric height was determined by differential leveling
 SM0331.and adjusted by the National Geodetic Survey in June 1991..
 SM0331
 SM0331.The geoid height was determined by GEOID03.
 SM0331
 SM0331.The dynamic height is computed by dividing the NAVD 88
 SM0331.geopotential number by the normal gravity value computed on the
 SM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0331.degrees latitude (g = 980.6199 gals.).
 SM0331
 SM0331.The modeled gravity was interpolated from observed gravity values.
 SM0331
 SM0331;                    North         East    Units  Estimated Accuracy
 SM0331;SPC ND N     -    68,010.      777,460.      MT  (+/- 180 meters Scaled)
 SM0331
 SM0331                          SUPERSEDED SURVEY CONTROL
 SM0331
 SM0331  NGVD 29 (??/??/92)  443.966  (m)         1456.58   (f) ADJ UNCH    2 0
 SM0331
 SM0331.Superseded values are not recommended for survey control.
 SM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0331.See file dsdata.txt to determine how the superseded data were derived.
 SM0331
 SM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT646707(NAD 83)
 SM0331_MARKER: DZ = AZIMUTH MARK DISK
 SM0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0331_STAMPING: MICHAUD 1941
 SM0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0331+STABILITY: SURFACE MOTION
 SM0331
 SM0331  HISTORY     - Date     Condition        Report By
 SM0331  HISTORY     - 1941     MONUMENTED       CGS
 SM0331  HISTORY     - 1963     GOOD             NGS
 SM0331
 SM0331                          STATION DESCRIPTION
 SM0331
 SM0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0331'10.7 MI N FROM COOPERSTOWN.
 SM0331'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0331'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0331'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3
 SM0331'MILE WEST ALONG A TRACK ROAD, IN SECTION 35, T 148 N, R 59 W, 0.4 MILE
 SM0331'SOUTH OF A VACANT HOUSE, AT A SHARP CURVE IN THE ROAD, 28 FEET
 SM0331'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE CENTER
 SM0331'LINE OF A TRAIL ROAD LEADING WEST, 1.5 FEET WEST OF A METAL WITNESS
 SM0331'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0331'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0332 ***********************************************************************
 SM0332  DESIGNATION -  MICHAUD RM 1
 SM0332  PID         -  SM0332
 SM0332  STATE/COUNTY-  ND/GRIGGS
 SM0332  USGS QUAD   -  JESSIE (1961)
 SM0332
 SM0332                         *CURRENT SURVEY CONTROL
 SM0332  ___________________________________________________________________
 SM0332* NAD 83(1986)-  47 35 45.     (N)    098 08 30.     (W)     SCALED    
 SM0332* NAVD 88     -       485.063  (meters)    1591.41   (feet)  ADJUSTED  
 SM0332  ___________________________________________________________________
 SM0332  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0332  DYNAMIC HT  -         485.128 (meters)    1591.62  (feet)  COMP
 SM0332  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SM0332
 SM0332  VERT ORDER  -  SECOND    CLASS 0
 SM0332
 SM0332.The horizontal coordinates were scaled from a topographic map and have
 SM0332.an estimated accuracy of +/- 6 seconds.
 SM0332
 SM0332.The orthometric height was determined by differential leveling
 SM0332.and adjusted by the National Geodetic Survey in June 1991..
 SM0332
 SM0332.The geoid height was determined by GEOID03.
 SM0332
 SM0332.The dynamic height is computed by dividing the NAVD 88
 SM0332.geopotential number by the normal gravity value computed on the
 SM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0332.degrees latitude (g = 980.6199 gals.).
 SM0332
 SM0332.The modeled gravity was interpolated from observed gravity values.
 SM0332
 SM0332;                    North         East    Units  Estimated Accuracy
 SM0332;SPC ND N     -    68,960.      777,330.      MT  (+/- 180 meters Scaled)
 SM0332
 SM0332                          SUPERSEDED SURVEY CONTROL
 SM0332
 SM0332  NGVD 29 (??/??/92)  484.704  (m)         1590.23   (f) ADJ UNCH    2 0
 SM0332
 SM0332.Superseded values are not recommended for survey control.
 SM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0332.See file dsdata.txt to determine how the superseded data were derived.
 SM0332
 SM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT645717(NAD 83)
 SM0332_MARKER: DR = REFERENCE MARK DISK
 SM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0332_STAMPING: MICHAUD NO 1 1941
 SM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0332+STABILITY: SURFACE MOTION
 SM0332
 SM0332  HISTORY     - Date     Condition        Report By
 SM0332  HISTORY     - 1941     MONUMENTED       CGS
 SM0332  HISTORY     - 1963     GOOD             NGS
 SM0332
 SM0332                          STATION DESCRIPTION
 SM0332
 SM0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0332'11.1 MI N FROM COOPERSTOWN.
 SM0332'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0332'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0332'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3
 SM0332'MILE WEST ALONG A TRAIL ROAD, THENCE 0.7 MILE NORTH ALONG A TRAIL
 SM0332'ROAD, IN SECTION 35, T 148 N, R 59 W, ON THE NORTH END OF A HILL, 187
 SM0332'FEET SOUTHEAST OF MICHAUD 1941, 12 FEET NORTH OF A BOULDER WHICH
 SM0332'PROJECTS 2 1/2 FEET ABOVE THE GROUND, ABOUT 20 FEET BELOW THE LEVEL OF
 SM0332'MICHAUD 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0333 ***********************************************************************
 SM0333  DESIGNATION -  MICHAUD RM 2
 SM0333  PID         -  SM0333
 SM0333  STATE/COUNTY-  ND/GRIGGS
 SM0333  USGS QUAD   -  JESSIE (1961)
 SM0333
 SM0333                         *CURRENT SURVEY CONTROL
 SM0333  ___________________________________________________________________
 SM0333* NAD 83(1986)-  47 35 45.     (N)    098 08 30.     (W)     SCALED    
 SM0333* NAVD 88     -       489.498  (meters)    1605.96   (feet)  ADJUSTED  
 SM0333  ___________________________________________________________________
 SM0333  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 SM0333  DYNAMIC HT  -         489.564 (meters)    1606.18  (feet)  COMP
 SM0333  MODELED GRAV-     980,731.0   (mgal)                       NAVD 88
 SM0333
 SM0333  VERT ORDER  -  SECOND    CLASS 0
 SM0333
 SM0333.The horizontal coordinates were scaled from a topographic map and have
 SM0333.an estimated accuracy of +/- 6 seconds.
 SM0333
 SM0333.The orthometric height was determined by differential leveling
 SM0333.and adjusted by the National Geodetic Survey in June 1991..
 SM0333
 SM0333.The geoid height was determined by GEOID03.
 SM0333
 SM0333.The dynamic height is computed by dividing the NAVD 88
 SM0333.geopotential number by the normal gravity value computed on the
 SM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0333.degrees latitude (g = 980.6199 gals.).
 SM0333
 SM0333.The modeled gravity was interpolated from observed gravity values.
 SM0333
 SM0333;                    North         East    Units  Estimated Accuracy
 SM0333;SPC ND N     -    68,960.      777,330.      MT  (+/- 180 meters Scaled)
 SM0333
 SM0333                          SUPERSEDED SURVEY CONTROL
 SM0333
 SM0333  NGVD 29 (??/??/92)  489.139  (m)         1604.78   (f) ADJ UNCH    2 0
 SM0333
 SM0333.Superseded values are not recommended for survey control.
 SM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0333.See file dsdata.txt to determine how the superseded data were derived.
 SM0333
 SM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT645717(NAD 83)
 SM0333_MARKER: DR = REFERENCE MARK DISK
 SM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0333_STAMPING: MICHAUD NO 2 1941
 SM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0333+STABILITY: SURFACE MOTION
 SM0333
 SM0333  HISTORY     - Date     Condition        Report By
 SM0333  HISTORY     - 1941     MONUMENTED       CGS
 SM0333  HISTORY     - 1963     GOOD             NGS
 SM0333
 SM0333                          STATION DESCRIPTION
 SM0333
 SM0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0333'11.1 MI N FROM COOPERSTOWN.
 SM0333'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0333'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0333'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.3
 SM0333'MILE WEST ALONG A TRAIL ROAD, THENCE 0.7 MILE NORTH ALONG A TRAIL
 SM0333'ROAD, IN SECTION 35, T 148 N, R 59 W, 17 FEET WEST OF THE CENTER LINE
 SM0333'OF THE ROAD, 67.5 FEET SOUTH OF MICHAUD 1941 AND SET IN THE TOP OF A
 SM0333'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1751 ***********************************************************************
 TE1751  DESIGNATION -  MICHIGAN MUNICIPAL TANK
 TE1751  PID         -  TE1751
 TE1751  STATE/COUNTY-  ND/NELSON
 TE1751  USGS QUAD   -  MICHIGAN EAST (1971)
 TE1751
 TE1751                         *CURRENT SURVEY CONTROL
 TE1751  ___________________________________________________________________
 TE1751* NAD 83(1996)-  48 01 29.49390(N)    098 07 19.85207(W)     ADJUSTED  
 TE1751* NAVD 88     -                                                        
 TE1751  ___________________________________________________________________
 TE1751  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TE1751  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 TE1751
 TE1751  HORZ ORDER  -  THIRD
 TE1751
 TE1751.The horizontal coordinates were established by classical geodetic methods
 TE1751.and adjusted by the National Geodetic Survey in January 1998..
 TE1751
 TE1751
 TE1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1751
 TE1751.The geoid height was determined by GEOID03.
 TE1751
 TE1751;                    North         East     Units Scale Factor Converg.
 TE1751;SPC ND N     -   116,682.790   777,320.837   MT  0.99993639   +1 46 09.9
 TE1751;SPC ND N     -   382,817.55  2,550,265.21   iFT  0.99993639   +1 46 09.9
 TE1751;UTM  14      - 5,319,436.002   565,449.609   MT  0.99965263   +0 39 09.4
 TE1751
 TE1751                          SUPERSEDED SURVEY CONTROL
 TE1751
 TE1751  NAD 83(1986)-  48 01 29.49239(N)    098 07 19.84935(W) AD(       ) 4
 TE1751  NAD 27      -  48 01 29.51092(N)    098 07 18.46427(W) AD(       ) 3
 TE1751
 TE1751.Superseded values are not recommended for survey control.
 TE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1751.See file dsdata.txt to determine how the superseded data were derived.
 TE1751
 TE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU6545019436(NAD 83)
 TE1751_MARKER: 53 = ELEVATED TANK
 TE1751
 TE1751  HISTORY     - Date     Condition        Report By
 TE1751  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1751
 TE1751                          STATION DESCRIPTION
 TE1751
 TE1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TE1751'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH SILVER
 TE1751'HEMISPHERICAL BOTTOM ELEVATED TANK.  IT IS LOCATED IN THE CENTER
 TE1751'OF THE TOWN OF MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1211 ***********************************************************************
 SM1211  DESIGNATION -  MICROWAVE MAST W OF CRYSTAL
 SM1211  PID         -  SM1211
 SM1211  STATE/COUNTY-  ND/WELLS
 SM1211  USGS QUAD   -  MANFRED SW (1986)
 SM1211
 SM1211                         *CURRENT SURVEY CONTROL
 SM1211  ___________________________________________________________________
 SM1211* NAD 83(1996)-  47 33 39.57791(N)    099 56 50.05407(W)     ADJUSTED  
 SM1211* NAVD 88     -                                                        
 SM1211  ___________________________________________________________________
 SM1211  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 SM1211  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 SM1211
 SM1211  HORZ ORDER  -  THIRD
 SM1211
 SM1211.The horizontal coordinates were established by classical geodetic methods
 SM1211.and adjusted by the National Geodetic Survey in January 1998..
 SM1211
 SM1211
 SM1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1211
 SM1211.The geoid height was determined by GEOID03.
 SM1211
 SM1211;                    North         East     Units Scale Factor Converg.
 SM1211;SPC ND N     -    62,520.881   641,597.560   MT  0.99997735   +0 24 40.8
 SM1211;SPC ND N     -   205,121.00  2,104,978.87   iFT  0.99997735   +0 24 40.8
 SM1211;UTM  14      - 5,267,943.106   428,743.265   MT  0.99966240   -0 41 56.7
 SM1211
 SM1211                          SUPERSEDED SURVEY CONTROL
 SM1211
 SM1211  NAD 83(1986)-  47 33 39.58411(N)    099 56 50.05301(W) AD(       ) 4
 SM1211  NAD 27      -  47 33 39.59900(N)    099 56 48.60600(W) AD(       ) 3
 SM1211
 SM1211.Superseded values are not recommended for survey control.
 SM1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1211.See file dsdata.txt to determine how the superseded data were derived.
 SM1211
 SM1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT2874367943(NAD 83)
 SM1211_MARKER: 44 = MICROWAVE MAST
 SM1211
 SM1211  HISTORY     - Date     Condition        Report By
 SM1211  HISTORY     - 1962     FIRST OBSERVED   CGS
 SM1211
 SM1211                          STATION DESCRIPTION
 SM1211
 SM1211'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0433 ***********************************************************************
 TG0433  DESIGNATION -  MIDWAY
 TG0433  PID         -  TG0433
 TG0433  STATE/COUNTY-  ND/MOUNTRAIL
 TG0433  USGS QUAD   -  PALERMO (1981)
 TG0433
 TG0433                         *CURRENT SURVEY CONTROL
 TG0433  ___________________________________________________________________
 TG0433* NAD 83(1996)-  48 20 29.06322(N)    102 09 23.11328(W)     ADJUSTED  
 TG0433* NAVD 88     -       677.879  (meters)    2224.01   (feet)  ADJUSTED  
 TG0433  ___________________________________________________________________
 TG0433  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 TG0433  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG0433  DYNAMIC HT  -         677.991 (meters)    2224.38  (feet)  COMP
 TG0433  MODELED GRAV-     980,752.8   (mgal)                       NAVD 88
 TG0433
 TG0433  HORZ ORDER  -  THIRD
 TG0433  VERT ORDER  -  FIRST     CLASS II
 TG0433
 TG0433.The horizontal coordinates were established by classical geodetic methods
 TG0433.and adjusted by the National Geodetic Survey in January 1998..
 TG0433
 TG0433.The orthometric height was determined by differential leveling
 TG0433.and adjusted by the National Geodetic Survey in June 1991..
 TG0433.WARNING-Repeat measurements at this control monument indicate possible
 TG0433.vertical movement.
 TG0433
 TG0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0433
 TG0433.The geoid height was determined by GEOID03.
 TG0433
 TG0433.The dynamic height is computed by dividing the NAVD 88
 TG0433.geopotential number by the normal gravity value computed on the
 TG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0433.degrees latitude (g = 980.6199 gals.).
 TG0433
 TG0433.The modeled gravity was interpolated from observed gravity values.
 TG0433
 TG0433;                    North         East     Units Scale Factor Converg.
 TG0433;SPC ND N     -   150,461.180   477,222.939   MT  0.99994586   -1 13 57.4
 TG0433;SPC ND N     -   493,639.04  1,565,692.06   iFT  0.99994586   -1 13 57.4
 TG0433;UTM  13      - 5,358,155.188   710,704.954   MT  1.00014552   +2 07 31.0
 TG0433
 TG0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0433!SPC ND N     -   0.99989669  x   0.99994586  =   0.99984255
 TG0433!UTM  13      -   0.99989669  x   1.00014552  =   1.00004219
 TG0433
 TG0433|---------------------------------------------------------------------|
 TG0433| PID    Reference Object                     Distance      Geod. Az  |
 TG0433|                                                           dddmmss.s |
 TG0433| TG0432 MIDWAY RM 2                                        00450     |
 TG0433| TG0436 MIDWAY RM 1                                        12257     |
 TG0433| TG1773 PALERMO FIRST LUTH CH STEEPLE       APPROX. 5.2 KM 2703731.1 |
 TG0433| AJ5286 MIDWAY AZ MK                                       2824611.3 |
 TG0433|---------------------------------------------------------------------|
 TG0433
 TG0433                          SUPERSEDED SURVEY CONTROL
 TG0433
 TG0433  NAD 83(1986)-  48 20 29.06309(N)    102 09 23.10802(W) AD(       ) 3
 TG0433  NAD 27      -  48 20 28.99940(N)    102 09 21.51080(W) AD(       ) 3
 TG0433  NGVD 29 (??/??/92)  677.439  (m)         2222.56   (f) ADJ UNCH    1 2
 TG0433
 TG0433.Superseded values are not recommended for survey control.
 TG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0433.See file dsdata.txt to determine how the superseded data were derived.
 TG0433
 TG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP1070558155(NAD 83)
 TG0433_MARKER: DS = TRIANGULATION STATION DISK
 TG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0433_STAMPING: MIDWAY 1946
 TG0433_MARK LOGO: CGS   
 TG0433_PROJECTION: PROJECTING 10 CENTIMETERS
 TG0433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0433+STABILITY: SURFACE MOTION
 TG0433
 TG0433  HISTORY     - Date     Condition        Report By
 TG0433  HISTORY     - 1946     MONUMENTED       CGS
 TG0433  HISTORY     - 1963     GOOD             NGS
 TG0433  HISTORY     - 1974     GOOD             USGS
 TG0433  HISTORY     - 1981     GOOD             NGS
 TG0433  HISTORY     - 1984     GOOD             NGS
 TG0433  HISTORY     - 19840621 GOOD             NGS
 TG0433
 TG0433                          STATION DESCRIPTION
 TG0433
 TG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG0433'THE STATION IS LOCATED ABOUT 4 MILES WEST OF BLAISDELL AND
 TG0433'3 MILES EAST OF PALERMO ON THE SOUTH SIDE OF U.S. HIGHWAY
 TG0433'NO. 2.  IT IS ON A LOW PASTURE HILL ABOUT 0.4 MILE NORTH OF
 TG0433'THE GREAT NORTHERN RAILROAD, 150 YARDS SOUTH OF THE HIGHWAY
 TG0433'AND 60 FEET SOUTH OF THE SOUTH EDGE OF AN OLD ROAD CUT THROUGH
 TG0433'THE HILL.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 TG0433'STAMPED MIDWAY 1946.
 TG0433'
 TG0433'REFERENCE MARK NO. 1 IS 43.78 FEET SOUTHEAST OF THE STATION.
 TG0433'THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED MIDWAY
 TG0433'NO 1 1946.
 TG0433'
 TG0433'REFERENCE MARK NO. 2 IS 57.53 FEET NORTH OF THE STATION AND
 TG0433'3 FEET SOUTH OF THE SOUTH EDGE OF AN OLD ROAD CUT THROUGH THE
 TG0433'HILL.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 TG0433'STAMPED MIDWAY NO 2 1946.
 TG0433'
 TG0433'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST-NORTHWEST OF
 TG0433'THE STATION, 95 FEET NORTH OF THE APPROXIMATE CENTER LINE OF
 TG0433'THE ROAD AT THE TOP OF A DEEP CUT, 6 FEET EAST OF A WITNESS
 TG0433'POST AND 5 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 TG0433'ABOUT 2 INCHES AND THE DISK IS STAMPED MIDWAY 1946.
 TG0433'
 TG0433'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 TG0433'U.S. HIGHWAY NO. 2 AT PALERMO GO EAST ABOUT 3.0 MILES ON THE
 TG0433'HIGHWAY TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 TG0433'ON THE HIGHWAY 0.2 MILES TO A TRACK ROAD RIGHT LEADING SOUTHEAST.
 TG0433'TURN ON THIS ROAD AND GO UP HILL ABOUT 0.1 MILE TO THE TOP
 TG0433'AND THE STATION AS DESCRIBED.
 TG0433'
 TG0433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG0433
 TG0433                          STATION RECOVERY (1963)
 TG0433
 TG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TG0433'3.4 MI E FROM PALERMO.
 TG0433'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0433'PALERMO, ABOUT 0.3 MILE NORTH OF MILEPOST 43 ALONG THE GREAT NORTHERN
 TG0433'RAILWAY, ON TOP OF THE HIGHEST PEAK IN THE VICINITY, 314 FEET SOUTH OF
 TG0433'THE CENTERLINE OF THE HIGHWAY, 76.5 FEET NORTHWEST OF A POWER POLE, 23
 TG0433'FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 1.8 FEET EAST OF A
 TG0433'METAL WITNESS POST, ABOUT LEVEL WITH THE TOP OF THE PEAK, AND SET IN
 TG0433'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, S 17, R 89 W, T 156 N.
 TG0433
 TG0433                          STATION RECOVERY (1974)
 TG0433
 TG0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 TG0433'THE STATION MARK AND R.M. 2 WERE FOUND IN GOOD CONDITION AS
 TG0433'DESCRIBED.  THE DESCRIPTION PLACED MARK IN PLOWED FIELD AND
 TG0433'PIECES OF CONCRETE WERE FOUND.
 TG0433
 TG0433                          STATION RECOVERY (1981)
 TG0433
 TG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0433'RECOVERED IN GOOD CONDITION.
 TG0433
 TG0433                          STATION RECOVERY (1984)
 TG0433
 TG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TG0433'RECOVERED IN GOOD CONDITION.
 TG0433
 TG0433                          STATION RECOVERY (1984)
 TG0433
 TG0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 TG0433'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 TG0433'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED.  REFERENCE
 TG0433'MARK 3 WAS ESTABLISHED AT THIS TIME.  NEW DESCRIPTIVE TEXT FOLLOWS.
 TG0433' 
 TG0433'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) WEST OF BLAISDELL AND
 TG0433'5.5 KM (3.40 MI) EAST OF PALERMO, ABOUT 140 M (459.3 FT) SOUTH OF OLD
 TG0433'HIGHWAY 2, ON A LOW HILL IN A PASTURE.  TO REACH THE STATION FROM THE
 TG0433'INTERSECTION OF MAIN STREET AND OLD HIGHWAY 2, AT THE NORTH EDGE OF
 TG0433'PALERMO, GO EAST ON THE OLD HIGHWAY FOR 4.8 KM (3.00 MI) TO AZ MK ON
 TG0433'THE LEFT.  CONTINUE EAST ON THE OLD HIGHWAY FOR 0.4 KM (0.25 MI) 0.25
 TG0433'MI (0.40 KM) TO A GATE AND TRACK ROAD ON THE RIGHT.  PASS THROUGH GATE
 TG0433'AND FOLLOW TRACK ROAD SOUTHEAST AND EAST FOR 0.25 KM (0.15 MI) TO THE
 TG0433'STATION ON THE RIGHT.
 TG0433' 
 TG0433'THE STATION IS A STANDARD CGS DISK STAMPED--MIDWAY 1946--, SET INTO
 TG0433'THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (35 CM) IN DIAMETER,
 TG0433'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 11.0 METERS
 TG0433'(36.1 FT) SOUTH FROM A FENCE.  3.7 METERS (12.1 FT) WEST FROM A FENCE
 TG0433'AND 0.3 METER (1.0 FT) SOUTH FROM A WITNESS POST.
 TG0433' 
 TG0433'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MIDWAY NO 2
 TG0433'1946--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 TG0433'(25 CM) IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 6.5 METERS
 TG0433'(21.3 FT) NORTH FROM A T FENCE CORNER. 0.9 METER (3.0 FT) SOUTH FROM
 TG0433'FROM THE EDGE OF A CUT OF AN OLD ROAD. 0.1 METER (0.3 FT) WEST FROM A
 TG0433'WITNESS POST AND 0.4 METER (1.3 FT) LOWER THAN THE STATION.
 TG0433' 
 TG0433'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MIDWAY NO 3
 TG0433'1984--, SET INTO A ROCK OUTCROP 0.6 METER (2.0 FT) LARGEST DIMENSION.
 TG0433'LOCATED 37.2 METERS (122.0 FT) WEST FROM A FENCE.  7.9 METERS
 TG0433'(25.9 FT) SOUTH FROM A FENCE.  12.3 METERS (40.4 FT) NORTH-NORTHEAST
 TG0433'FROM A POWER POLE AND 3.0 METERS (9.8 FT) LOWER THAN THE STATION.
 TG0433' 
 TG0433'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--MIDWAY 1946 AZ MK--,
 TG0433'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON
 TG0433'SIDE AND FLUSH WITH THE SURFACE.  IT IS 29.0 M (95.1 FT) NORTH FROM
 TG0433'THE CENTER OF OLD HIGHWAY 2, 1.7 M (5.6 FT) SOUTH FROM A FENCE AND
 TG0433'0.37 M (1.21 FT) EAST-SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0436 ***********************************************************************
 TG0436  DESIGNATION -  MIDWAY RM 1
 TG0436  PID         -  TG0436
 TG0436  STATE/COUNTY-  ND/MOUNTRAIL
 TG0436  USGS QUAD   -  PALERMO (1981)
 TG0436
 TG0436                         *CURRENT SURVEY CONTROL
 TG0436  ___________________________________________________________________
 TG0436* NAD 83(1986)-  48 20 28.     (N)    102 09 23.     (W)     SCALED    
 TG0436* NAVD 88     -       677.519  (meters)    2222.83   (feet)  ADJUSTED  
 TG0436  ___________________________________________________________________
 TG0436  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG0436  DYNAMIC HT  -         677.631 (meters)    2223.19  (feet)  COMP
 TG0436  MODELED GRAV-     980,752.8   (mgal)                       NAVD 88
 TG0436
 TG0436  VERT ORDER  -  FIRST     CLASS II
 TG0436
 TG0436.The horizontal coordinates were scaled from a topographic map and have
 TG0436.an estimated accuracy of +/- 6 seconds.
 TG0436
 TG0436.The orthometric height was determined by differential leveling
 TG0436.and adjusted by the National Geodetic Survey in June 1991..
 TG0436
 TG0436.The geoid height was determined by GEOID03.
 TG0436
 TG0436.The dynamic height is computed by dividing the NAVD 88
 TG0436.geopotential number by the normal gravity value computed on the
 TG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0436.degrees latitude (g = 980.6199 gals.).
 TG0436
 TG0436.The modeled gravity was interpolated from observed gravity values.
 TG0436
 TG0436;                    North         East    Units  Estimated Accuracy
 TG0436;SPC ND N     -   150,430.      477,230.      MT  (+/- 180 meters Scaled)
 TG0436
 TG0436                          SUPERSEDED SURVEY CONTROL
 TG0436
 TG0436  NGVD 29 (??/??/92)  677.076  (m)         2221.37   (f) ADJ UNCH    1 2
 TG0436
 TG0436.Superseded values are not recommended for survey control.
 TG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0436.See file dsdata.txt to determine how the superseded data were derived.
 TG0436
 TG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP107581(NAD 83)
 TG0436_MARKER: DR = REFERENCE MARK DISK
 TG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0436_STAMPING: MIDWAY NO 1 1946
 TG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0436+STABILITY: SURFACE MOTION
 TG0436
 TG0436  HISTORY     - Date     Condition        Report By
 TG0436  HISTORY     - 1946     MONUMENTED       CGS
 TG0436  HISTORY     - 1963     GOOD             NGS
 TG0436  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0436
 TG0436                          STATION DESCRIPTION
 TG0436
 TG0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0436'3.4 MI E FROM PALERMO.
 TG0436'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0436'PALERMO, ABOUT 0.3 MILE NORTH OF MILEPOST 43 ALONG THE GREAT NORTHERN
 TG0436'RAILWAY, ON THE SOUTHEAST SLOPE OF THE HIGHEST PEAK IN THE VICINITY,
 TG0436'50.5 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 36 FEET WEST OF
 TG0436'A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 43.7 FEET SOUTHEAST
 TG0436'OF THE STATION MARK, ABOUT LEVEL WITH THE TRACK ROAD, AND SET IN THE
 TG0436'TOP OF A CONCRETE POST PROJECTING 1 INCH, S 17, R 89 W, T 156 N.
 TG0436
 TG0436                          STATION RECOVERY (1981)
 TG0436
 TG0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0436'PROBABLY DESTROYED BY FARMING OPERATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0432 ***********************************************************************
 TG0432  DESIGNATION -  MIDWAY RM 2
 TG0432  PID         -  TG0432
 TG0432  STATE/COUNTY-  ND/MOUNTRAIL
 TG0432  USGS QUAD   -  PALERMO (1981)
 TG0432
 TG0432                         *CURRENT SURVEY CONTROL
 TG0432  ___________________________________________________________________
 TG0432* NAD 83(1986)-  48 20 30.     (N)    102 09 22.     (W)     SCALED    
 TG0432* NAVD 88     -       676.992  (meters)    2221.10   (feet)  ADJUSTED  
 TG0432  ___________________________________________________________________
 TG0432  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG0432  DYNAMIC HT  -         677.103 (meters)    2221.46  (feet)  COMP
 TG0432  MODELED GRAV-     980,752.8   (mgal)                       NAVD 88
 TG0432
 TG0432  VERT ORDER  -  FIRST     CLASS II
 TG0432
 TG0432.The horizontal coordinates were scaled from a topographic map and have
 TG0432.an estimated accuracy of +/- 6 seconds.
 TG0432
 TG0432.The orthometric height was determined by differential leveling
 TG0432.and adjusted by the National Geodetic Survey in June 1991..
 TG0432.WARNING-Repeat measurements at this control monument indicate possible
 TG0432.vertical movement.
 TG0432
 TG0432.The geoid height was determined by GEOID03.
 TG0432
 TG0432.The dynamic height is computed by dividing the NAVD 88
 TG0432.geopotential number by the normal gravity value computed on the
 TG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0432.degrees latitude (g = 980.6199 gals.).
 TG0432
 TG0432.The modeled gravity was interpolated from observed gravity values.
 TG0432
 TG0432;                    North         East    Units  Estimated Accuracy
 TG0432;SPC ND N     -   150,490.      477,250.      MT  (+/- 180 meters Scaled)
 TG0432
 TG0432                          SUPERSEDED SURVEY CONTROL
 TG0432
 TG0432  NGVD 29 (??/??/92)  676.546  (m)         2219.63   (f) ADJ UNCH    1 2
 TG0432
 TG0432.Superseded values are not recommended for survey control.
 TG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0432.See file dsdata.txt to determine how the superseded data were derived.
 TG0432
 TG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP107581(NAD 83)
 TG0432_MARKER: DR = REFERENCE MARK DISK
 TG0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0432_STAMPING: MIDWAY NO 2 1946
 TG0432_MARK LOGO: CGS   
 TG0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0432+STABILITY: SURFACE MOTION
 TG0432
 TG0432  HISTORY     - Date     Condition        Report By
 TG0432  HISTORY     - 1946     MONUMENTED       CGS
 TG0432  HISTORY     - 1963     GOOD             NGS
 TG0432  HISTORY     - 1981     GOOD             NGS
 TG0432  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0432  HISTORY     - 1984     GOOD             NGS
 TG0432
 TG0432                          STATION DESCRIPTION
 TG0432
 TG0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0432'3.4 MI E FROM PALERMO.
 TG0432'ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 2 FROM A WHITE CHURCH AT
 TG0432'PALERMO, ABOUT 0.3 MILE NORTH OF MILEPOST 43 ALONG THE GREAT NORTHERN
 TG0432'RAILWAY, ON THE NORTH SLOPE OF THE HIGHEST PEAK IN THE VICINITY, 246
 TG0432'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 68 FEET NORTHEAST OF THE
 TG0432'CENTERLINE OF A TRACK ROAD LEADING UP THE NORTHWEST SLOPE OF THE PEAK,
 TG0432'57.3 FEET NORTH OF THE STATION MARK, ABOUT 5 FEET BELOW THE LEVEL OF
 TG0432'THE TOP OF THE PEAK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TG0432'2 INCHES, S 17, R 89 W, T 156 N.
 TG0432
 TG0432                          STATION RECOVERY (1981)
 TG0432
 TG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0432'RECOVERED IN GOOD CONDITION.
 TG0432
 TG0432                          STATION RECOVERY (1981)
 TG0432
 TG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0432'MARK NOT FOUND.
 TG0432
 TG0432                          STATION RECOVERY (1984)
 TG0432
 TG0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 TG0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2082 ***********************************************************************
 TG2082  DESIGNATION -  MIDWAY RM 3
 TG2082  PID         -  TG2082
 TG2082  STATE/COUNTY-  ND/MOUNTRAIL
 TG2082  USGS QUAD   -  PALERMO (1981)
 TG2082
 TG2082                         *CURRENT SURVEY CONTROL
 TG2082  ___________________________________________________________________
 TG2082* NAD 83(1986)-  48 20 29.     (N)    102 09 24.     (W)     SCALED    
 TG2082* NAVD 88     -       674.82   (meters)    2214.0    (feet)  RESET     
 TG2082  ___________________________________________________________________
 TG2082  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 TG2082
 TG2082  VERT ORDER  -  THIRD
 TG2082
 TG2082.The horizontal coordinates were scaled from a topographic map and have
 TG2082.an estimated accuracy of +/- 6 seconds.
 TG2082
 TG2082.The orthometric height was computed from unverified reset data.
 TG2082.No vertical observational check was made to the station.
 TG2082
 TG2082.The geoid height was determined by GEOID03.
 TG2082
 TG2082;                    North         East    Units  Estimated Accuracy
 TG2082;SPC ND N     -   150,460.      477,210.      MT  (+/- 180 meters Scaled)
 TG2082
 TG2082                          SUPERSEDED SURVEY CONTROL
 TG2082
 TG2082  NGVD 29 (11/04/04)  674.38   (m)         2212.5    (f) RESET       3  
 TG2082
 TG2082.Superseded values are not recommended for survey control.
 TG2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2082.See file dsdata.txt to determine how the superseded data were derived.
 TG2082
 TG2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP106581(NAD 83)
 TG2082_MARKER: DR = REFERENCE MARK DISK
 TG2082_SETTING: 66 = SET IN ROCK OUTCROP
 TG2082_SP_SET: ROCK OUTCROP
 TG2082_STAMPING: MIDWAY 1946 NO 3 1984
 TG2082_MARK LOGO: NGS   
 TG2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG2082
 TG2082  HISTORY     - Date     Condition        Report By
 TG2082  HISTORY     - 1984     MONUMENTED       NGS
 TG2082
 TG2082                          STATION DESCRIPTION
 TG2082
 TG2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 TG2082'5.5 KM (3.40 MI) EAST OF THE JUNCTION OF MAIN STREET AND OLD HIGHWAY 2
 TG2082'IN PALERMO, 0.15 KM (0.10 MI) SOUTH OF OLD HIGHWAY, 37.2 M
 TG2082'(122.0 FT) WEST OF A FENCE, 12.3 M (40.4 FT) NORTH-NORTHEAST OF A
 TG2082'POWER POLE AND 7.9 M (25.9 FT) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1918 ***********************************************************************
 TE1918  DESIGNATION -  MIKE
 TE1918  PID         -  TE1918
 TE1918  STATE/COUNTY-  ND/TOWNER
 TE1918  USGS QUAD   -  EGELAND SE (1962)
 TE1918
 TE1918                         *CURRENT SURVEY CONTROL
 TE1918  ___________________________________________________________________
 TE1918* NAD 83(1996)-  48 31 46.97876(N)    099 01 48.62188(W)     ADJUSTED  
 TE1918* NAVD 88     -       463.6    (meters)    1521.     (feet)  VERTCON   
 TE1918  ___________________________________________________________________
 TE1918  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 TE1918  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 TE1918
 TE1918  HORZ ORDER  -  SECOND
 TE1918
 TE1918.The horizontal coordinates were established by classical geodetic methods
 TE1918.and adjusted by the National Geodetic Survey in January 1998..
 TE1918
 TE1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1918
 TE1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1918
 TE1918.The geoid height was determined by GEOID03.
 TE1918
 TE1918;                    North         East     Units Scale Factor Converg.
 TE1918;SPC ND N     -   171,115.472   708,548.520   MT  0.99996600   +1 05 37.5
 TE1918;SPC ND N     -   561,402.47  2,324,634.25   iFT  0.99996600   +1 05 37.5
 TE1918;UTM  14      - 5,375,179.159   497,772.387   MT  0.99960006   -0 01 21.4
 TE1918
 TE1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1918!SPC ND N     -   0.99993105  x   0.99996600  =   0.99989705
 TE1918!UTM  14      -   0.99993105  x   0.99960006  =   0.99953113
 TE1918
 TE1918|---------------------------------------------------------------------|
 TE1918| PID    Reference Object                     Distance      Geod. Az  |
 TE1918|                                                           dddmmss.s |
 TE1918| CO7932 MIKE RM 2                            21.022 METERS 08442     |
 TE1918| TE1973 CANDO MUNICIPAL WATER TANK          APPROX.13.2 KM 2513747.5 |
 TE1918| CO7931 MIKE RM 1                            13.800 METERS 26928     |
 TE1918|---------------------------------------------------------------------|
 TE1918
 TE1918                          SUPERSEDED SURVEY CONTROL
 TE1918
 TE1918  NAD 83(1986)-  48 31 46.97846(N)    099 01 48.61423(W) AD(       ) 2
 TE1918  NAD 27      -  48 31 46.95432(N)    099 01 47.12542(W) AD(       ) 2
 TE1918  NGVD 29 (07/19/86)  463.2    (m)         1520.     (f) VERT ANG       
 TE1918
 TE1918.Superseded values are not recommended for survey control.
 TE1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1918.See file dsdata.txt to determine how the superseded data were derived.
 TE1918
 TE1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9777275179(NAD 83)
 TE1918_MARKER: DD = SURVEY DISK
 TE1918_SETTING: 0 = UNSPECIFIED SETTING
 TE1918
 TE1918  HISTORY     - Date     Condition        Report By
 TE1918  HISTORY     - 1968     MONUMENTED       USGS
 TE1918
 TE1918                          STATION DESCRIPTION
 TE1918
 TE1918'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1918'THE STATION IS ABOUT 8.2 MI ENE. OF CANDO, NEAR THE W. SIXTEENTH
 TE1918'COR. BETWEEN SECS. 3 AND 10, T. 158 N., R. 65 W., 3.0 MI N. OF STATE
 TE1918'HWY. 17, 0.8 MI W. OF A T-RD. W., ABOUT 74 FT S. AND 37 FT W. OF
 TE1918'THE SW. COR. OF A FARMHOUSE ON TOP OF HIGHEST HILL IN VICINITY.
 TE1918'
 TE1918'TO REACH FROM THE INTERSECTION OF U.S. HWY. 281 AND STATE HWY. 17 IN
 TE1918'SW. EDGE OF CANDO, GO E. ON STATE HWY. 17 FOR 8.0 MI TO A
 TE1918'CROSSROADS, TURN LEFT AND GO 2 MI N. TO A T-RD. S., TURN RIGHT AND
 TE1918'GO 1 MI E. TO A T-RD. N., TURN LEFT AND GO 1 MI N. TO A T-RD. W.,
 TE1918'TURN LEFT AND GO 0.8 MI W. TO FARMHOUSE ON RIGHT AND THE STATION ON
 TE1918'THE LEFT.  IT IS ON TOP OF THE HIGHEST HILL IN VICINITY.
 TE1918'
 TE1918'THE STATION MARK, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 TE1918'ROD SET IN 6 IN. DIAMETER TILE 12 IN. LONG FILLED WITH GRAVEL TO
 TE1918'WITHIN 1 IN. OF CAP.  IT IS 29 FT S. OF A GRAVEL RD., 45 FT E. OF
 TE1918'FENCE COR.  STAMPED ET MIKE 1968, IT IS 2.5 FT N. OF USGS WITNESS
 TE1918'POST AND IT FLUSH WITH THE GROUND.
 TE1918'
 TE1918'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER
 TE1918'COATED ROD SET IN 6 IN. DIAMETER TILE FILLED WITH GRAVEL TO WITHIN
 TE1918'1 IN. OF CAP.  STAMPED MIKE NO 1 1968, IT IS 2 FT N. OF FENCE COR,
 TE1918'29 FT S. OF CENTER OF E.-W. TRAIL, IT IS W. OF THE STATION AND IS
 TE1918'FLUSH WITH THE GROUND.
 TE1918'
 TE1918'REFERENCE MARK 2, A STANDARD TABLET CRIMPED ON 0.5 IN. COPPER COATED
 TE1918'ROD SET IN 6 IN. DIAMETER TILE FILLED WITH GRAVEL TO WITHIN 1 IN. OF
 TE1918'CAP, STAMPED MIKE NO 2 1968, 24 FT S. OF CENTER OF E.-W. RD., 65 FT
 TE1918'S. AND 32 FT E. OF SW. COR. OF HOUSE.  ENE. OF STATION AND FLUSH
 TE1918'WITH THE GROUND.
 TE1918'
 TE1918'NO AZIMUTH MARK SET.
 TE1918'
 TE1918'REFERENCE AZIMUTH USED - CANDO M.W.T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0264 ***********************************************************************
 SO0264  DESIGNATION -  MILL
 SO0264  PID         -  SO0264
 SO0264  STATE/COUNTY-  ND/MOUNTRAIL
 SO0264  USGS QUAD   -  PARSHALL NE (1981)
 SO0264
 SO0264                         *CURRENT SURVEY CONTROL
 SO0264  ___________________________________________________________________
 SO0264* NAD 83(1996)-  47 52 35.45957(N)    102 03 53.28602(W)     ADJUSTED  
 SO0264* NAVD 88     -       668.330  (meters)    2192.68   (feet)  ADJUSTED  
 SO0264  ___________________________________________________________________
 SO0264  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 SO0264  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 SO0264  DYNAMIC HT  -         668.420 (meters)    2192.97  (feet)  COMP
 SO0264  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 SO0264
 SO0264  HORZ ORDER  -  SECOND
 SO0264  VERT ORDER  -  SECOND    CLASS 0
 SO0264
 SO0264.The horizontal coordinates were established by classical geodetic methods
 SO0264.and adjusted by the National Geodetic Survey in January 1998..
 SO0264
 SO0264.The orthometric height was determined by differential leveling
 SO0264.and adjusted by the National Geodetic Survey in June 1991..
 SO0264
 SO0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0264
 SO0264.The geoid height was determined by GEOID03.
 SO0264
 SO0264.The dynamic height is computed by dividing the NAVD 88
 SO0264.geopotential number by the normal gravity value computed on the
 SO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0264.degrees latitude (g = 980.6199 gals.).
 SO0264
 SO0264.The modeled gravity was interpolated from observed gravity values.
 SO0264
 SO0264;                    North         East     Units Scale Factor Converg.
 SO0264;SPC ND N     -    98,640.728   482,962.526   MT  0.99994242   -1 09 51.9
 SO0264;SPC ND N     -   323,624.44  1,584,522.72   iFT  0.99994242   -1 09 51.9
 SO0264;UTM  13      - 5,306,746.894   719,465.057   MT  1.00019189   +2 10 40.5
 SO0264;UTM  14      - 5,307,123.537   270,845.391   MT  1.00024531   -2 16 26.9
 SO0264
 SO0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0264!SPC ND N     -   0.99989813  x   0.99994242  =   0.99984056
 SO0264!UTM  13      -   0.99989813  x   1.00019189  =   1.00009000
 SO0264!UTM  14      -   0.99989813  x   1.00024531  =   1.00014342
 SO0264
 SO0264|---------------------------------------------------------------------|
 SO0264| PID    Reference Object                     Distance      Geod. Az  |
 SO0264|                                                           dddmmss.s |
 SO0264| SO0263 MILL RM 1                            16.204 METERS 00324     |
 SO0264| SO0260 MILL AZ MK                                         0863508.3 |
 SO0264| SO0265 MILL RM 2                             9.743 METERS 27029     |
 SO0264| SO0719 HANKINS FIELD AIRPORT BEACON        APPROX. 9.0 KM 3205855.9 |
 SO0264| SO0717 PARSHALL MUNICIPAL TANK             APPROX.10.1 KM 3294003.8 |
 SO0264| SO0718 PARSHALL RESERV TEL COOP MAST       APPROX.11.8 KM 3350750.5 |
 SO0264|---------------------------------------------------------------------|
 SO0264
 SO0264                          SUPERSEDED SURVEY CONTROL
 SO0264
 SO0264  NAD 83(1986)-  47 52 35.45843(N)    102 03 53.28238(W) AD(       ) 2
 SO0264  NAD 27      -  47 52 35.42270(N)    102 03 51.68220(W) AD(       ) 2
 SO0264  NGVD 29 (??/??/92)  667.907  (m)         2191.29   (f) ADJ UNCH    2 0
 SO0264
 SO0264.Superseded values are not recommended for survey control.
 SO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0264.See file dsdata.txt to determine how the superseded data were derived.
 SO0264
 SO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP1946506747(NAD 83)
 SO0264_MARKER: DS = TRIANGULATION STATION DISK
 SO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0264_STAMPING: MILL 1962
 SO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0264+STABILITY: SURFACE MOTION
 SO0264
 SO0264  HISTORY     - Date     Condition        Report By
 SO0264  HISTORY     - 1962     MONUMENTED       CGS
 SO0264  HISTORY     - 1962     GOOD             CGS
 SO0264  HISTORY     - 1974     SEE DESCRIPTION  USGS
 SO0264
 SO0264                          STATION DESCRIPTION
 SO0264
 SO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0264'THE STATION IS LOCATED 3 MILES EAST AND 5 MILES SOUTH OF THE
 SO0264'TOWN OF PARSHALL, IN THE NW 1/4 OF SEC. 27, T151N, R89W, ON
 SO0264'TOP OF A LOW RIDGE.
 SO0264'
 SO0264'TO REACH FROM THE POST OFFICE IN PARSHALL, GO NORTH 1/2 BLOCK.
 SO0264'TURN RIGHT AND GO EAST FOR 0.2 MILE TO STATE HIGHWAY 37.  TURN
 SO0264'RIGHT SOUTH, AND FOLLOW STATE HIGHWAY 37 FOR 3.3 MILES TO A
 SO0264'T ROAD TO THE LEFT.  TURN LEFT AND GO EAST FOR 4 MILES TO A
 SO0264'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.95 MILES TO THE
 SO0264'AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE
 SO0264'AHEAD, SOUTH, FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT, WEST,
 SO0264'FOR 0.95 MILE TO THE STATION ON THE LEFT, SOUTH, SIDE OF THE
 SO0264'ROAD.
 SO0264'
 SO0264'THE STATION MARK IS A STANDARD DISK STAMPED MILL 1962 AND
 SO0264'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0264'PROJECTS 4 INCHES.  IT IS 85 FEET NORTH OF THE NORTHEAST LEG
 SO0264'OF A WINDMILL, 30 FEET SOUTH OF THE CENTER OF THE ROAD AND 6.7
 SO0264'FEET SOUTHWEST OF A WITNESS POST.
 SO0264'
 SO0264'REFERENCE MARK NO. 1, STAMPED MILL NO 1 1962, IS A STANDARD
 SO0264'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0264'WHICH PROJECTS 3 INCHES.  IT IS 31 FEET NORTH OF THE CENTER
 SO0264'OF A ROAD AND 50.9 FEET NORTH OF A WITNESS POST.
 SO0264'
 SO0264'REFERENCE MARK NO. 2, STAMPED MILL NO 2 1962, IS A STANDARD
 SO0264'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0264'WHICH PROJECTS 2 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER
 SO0264'OF A ROAD AND 38.6 FEET WEST OF A WITNESS POST.
 SO0264'
 SO0264'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILL 1962 AND
 SO0264'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0264'PROJECTS 4 INCHES.  IT IS 41 FEET WEST OF THE CENTER OF A
 SO0264'ROAD, 3 FEET WEST OF A TELEPHONE POLE AND 3.2 FEET NORTHWEST
 SO0264'OF A WITNESS POST.
 SO0264'
 SO0264'THE DISTANCE TO R.M. 1 TO R.M. 2 IS 63.39 FEET OR 19.322 METERS.
 SO0264
 SO0264                          STATION RECOVERY (1962)
 SO0264
 SO0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SO0264'8.4 MI SE FROM PARSHALL.
 SO0264'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0264'PARSHALL, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 3.0
 SO0264'MILES EAST ALONG A GRADED ROAD, 59 FEET SOUTHEAST OF THE CENTER OF A
 SO0264'TRACK ROAD INTERSECTION, ON THE CREST OF A HILL, 44 FEET EAST OF THE
 SO0264'CENTERLINE OF THE TRACK ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE
 SO0264'EAST-WEST ROAD, 85 FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF A
 SO0264'WINDMILL, 32.0 FEET EAST OF R.M. 2, 53.0 FEET SOUTH AND ACROSS THE
 SO0264'ROAD FROM R.M. 1, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 SO0264'WITH THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0264'PROJECTING 0.4 FOOT.
 SO0264
 SO0264                          STATION RECOVERY (1974)
 SO0264
 SO0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 SO0264'THE STATION MARK WAS FOUND WITH THE CAP RIPPED OFF BUT THE
 SO0264'CAP IMPRESSION AND STEM STILL VISIBLE.  IT IS IN THE EDGE OF
 SO0264'CULTIVATED AREA BUT ALL OTHER MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0260 ***********************************************************************
 SO0260  DESIGNATION -  MILL AZ MK
 SO0260  PID         -  SO0260
 SO0260  STATE/COUNTY-  ND/MOUNTRAIL
 SO0260  USGS QUAD   -  PARSHALL NE (1981)
 SO0260
 SO0260                         *CURRENT SURVEY CONTROL
 SO0260  ___________________________________________________________________
 SO0260* NAD 83(1986)-  47 52 34.     (N)    102 03 53.     (W)     SCALED    
 SO0260* NAVD 88     -       641.173  (meters)    2103.58   (feet)  ADJUSTED  
 SO0260  ___________________________________________________________________
 SO0260  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0260  DYNAMIC HT  -         641.259 (meters)    2103.86  (feet)  COMP
 SO0260  MODELED GRAV-     980,724.6   (mgal)                       NAVD 88
 SO0260
 SO0260  VERT ORDER  -  SECOND    CLASS 0
 SO0260
 SO0260.The horizontal coordinates were scaled from a topographic map and have
 SO0260.an estimated accuracy of +/- 6 seconds.
 SO0260
 SO0260.The orthometric height was determined by differential leveling
 SO0260.and adjusted by the National Geodetic Survey in June 1991..
 SO0260
 SO0260.The geoid height was determined by GEOID03.
 SO0260
 SO0260.The dynamic height is computed by dividing the NAVD 88
 SO0260.geopotential number by the normal gravity value computed on the
 SO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0260.degrees latitude (g = 980.6199 gals.).
 SO0260
 SO0260.The modeled gravity was interpolated from observed gravity values.
 SO0260
 SO0260;                    North         East    Units  Estimated Accuracy
 SO0260;SPC ND N     -    98,600.      482,970.      MT  (+/- 180 meters Scaled)
 SO0260
 SO0260                          SUPERSEDED SURVEY CONTROL
 SO0260
 SO0260  NGVD 29 (??/??/92)  640.749  (m)         2102.19   (f) ADJ UNCH    2 0
 SO0260
 SO0260.Superseded values are not recommended for survey control.
 SO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0260.See file dsdata.txt to determine how the superseded data were derived.
 SO0260
 SO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP194067(NAD 83)
 SO0260_MARKER: DB = BENCH MARK DISK
 SO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0260_STAMPING: MILL 1962
 SO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0260+STABILITY: SURFACE MOTION
 SO0260
 SO0260  HISTORY     - Date     Condition        Report By
 SO0260  HISTORY     - 1962     MONUMENTED       CGS
 SO0260
 SO0260                          STATION DESCRIPTION
 SO0260
 SO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0260'9.4 MI SE FROM PARSHALL.
 SO0260'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0260'PARSHALL, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 4.0
 SO0260'MILES EAST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 SO0260'ROAD, 0.05 MILE NORTH OF A ROAD INTERSECTION, 41 FEET WEST OF THE
 SO0260'CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF THE FIRST TELEPHONE POLE
 SO0260'NORTH OF THE INTERSECTION, 3.5 FEET NORTHEAST OF A WITNESS POST, ABOUT
 SO0260'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SO0260'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0263 ***********************************************************************
 SO0263  DESIGNATION -  MILL RM 1
 SO0263  PID         -  SO0263
 SO0263  STATE/COUNTY-  ND/MOUNTRAIL
 SO0263  USGS QUAD   -  PARSHALL NE (1981)
 SO0263
 SO0263                         *CURRENT SURVEY CONTROL
 SO0263  ___________________________________________________________________
 SO0263* NAD 83(1986)-  47 52 35.     (N)    102 03 53.     (W)     SCALED    
 SO0263* NAVD 88     -       668.016  (meters)    2191.65   (feet)  ADJUSTED  
 SO0263  ___________________________________________________________________
 SO0263  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0263  DYNAMIC HT  -         668.106 (meters)    2191.94  (feet)  COMP
 SO0263  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 SO0263
 SO0263  VERT ORDER  -  SECOND    CLASS 0
 SO0263
 SO0263.The horizontal coordinates were scaled from a topographic map and have
 SO0263.an estimated accuracy of +/- 6 seconds.
 SO0263
 SO0263.The orthometric height was determined by differential leveling
 SO0263.and adjusted by the National Geodetic Survey in June 1991..
 SO0263
 SO0263.The geoid height was determined by GEOID03.
 SO0263
 SO0263.The dynamic height is computed by dividing the NAVD 88
 SO0263.geopotential number by the normal gravity value computed on the
 SO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0263.degrees latitude (g = 980.6199 gals.).
 SO0263
 SO0263.The modeled gravity was interpolated from observed gravity values.
 SO0263
 SO0263;                    North         East    Units  Estimated Accuracy
 SO0263;SPC ND N     -    98,630.      482,970.      MT  (+/- 180 meters Scaled)
 SO0263
 SO0263                          SUPERSEDED SURVEY CONTROL
 SO0263
 SO0263  NGVD 29 (??/??/92)  667.594  (m)         2190.26   (f) ADJ UNCH    2 0
 SO0263
 SO0263.Superseded values are not recommended for survey control.
 SO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0263.See file dsdata.txt to determine how the superseded data were derived.
 SO0263
 SO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP194067(NAD 83)
 SO0263_MARKER: DR = REFERENCE MARK DISK
 SO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0263_STAMPING: MILL NO 1 1962
 SO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0263+STABILITY: SURFACE MOTION
 SO0263
 SO0263  HISTORY     - Date     Condition        Report By
 SO0263  HISTORY     - 1962     MONUMENTED       CGS
 SO0263
 SO0263                          STATION DESCRIPTION
 SO0263
 SO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0263'8.4 MI SE FROM PARSHALL.
 SO0263'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0263'PARSHALL, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 3.0
 SO0263'MILES EAST ALONG A GRADED ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE
 SO0263'ROAD, 63.0 FEET NORTHEAST OF R.M. 2, 53.0 FEET NORTH OF THE STATION
 SO0263'MILL 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0265 ***********************************************************************
 SO0265  DESIGNATION -  MILL RM 2
 SO0265  PID         -  SO0265
 SO0265  STATE/COUNTY-  ND/MOUNTRAIL
 SO0265  USGS QUAD   -  PARSHALL NE (1981)
 SO0265
 SO0265                         *CURRENT SURVEY CONTROL
 SO0265  ___________________________________________________________________
 SO0265* NAD 83(1986)-  47 52 35.     (N)    102 03 53.     (W)     SCALED    
 SO0265* NAVD 88     -       668.146  (meters)    2192.08   (feet)  ADJUSTED  
 SO0265  ___________________________________________________________________
 SO0265  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 SO0265  DYNAMIC HT  -         668.236 (meters)    2192.37  (feet)  COMP
 SO0265  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 SO0265
 SO0265  VERT ORDER  -  SECOND    CLASS 0
 SO0265
 SO0265.The horizontal coordinates were scaled from a topographic map and have
 SO0265.an estimated accuracy of +/- 6 seconds.
 SO0265
 SO0265.The orthometric height was determined by differential leveling
 SO0265.and adjusted by the National Geodetic Survey in June 1991..
 SO0265
 SO0265.The geoid height was determined by GEOID03.
 SO0265
 SO0265.The dynamic height is computed by dividing the NAVD 88
 SO0265.geopotential number by the normal gravity value computed on the
 SO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0265.degrees latitude (g = 980.6199 gals.).
 SO0265
 SO0265.The modeled gravity was interpolated from observed gravity values.
 SO0265
 SO0265;                    North         East    Units  Estimated Accuracy
 SO0265;SPC ND N     -    98,630.      482,970.      MT  (+/- 180 meters Scaled)
 SO0265
 SO0265                          SUPERSEDED SURVEY CONTROL
 SO0265
 SO0265  NGVD 29 (??/??/92)  667.724  (m)         2190.69   (f) ADJ UNCH    2 0
 SO0265
 SO0265.Superseded values are not recommended for survey control.
 SO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0265.See file dsdata.txt to determine how the superseded data were derived.
 SO0265
 SO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP194067(NAD 83)
 SO0265_MARKER: DR = REFERENCE MARK DISK
 SO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0265_STAMPING: MILL NO 2 1962
 SO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0265+STABILITY: SURFACE MOTION
 SO0265
 SO0265  HISTORY     - Date     Condition        Report By
 SO0265  HISTORY     - 1962     MONUMENTED       CGS
 SO0265
 SO0265                          STATION DESCRIPTION
 SO0265
 SO0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0265'8.4 MI SE FROM PARSHALL.
 SO0265'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0265'PARSHALL, THENCE 5.2 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 3.0
 SO0265'MILES EAST ALONG A GRADED ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE
 SO0265'ROAD, 63.0 FEET SOUTHWEST OF R.M. 1, 32.0 FEET WEST OF THE STATION
 SO0265'MILL 1962, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0684 ***********************************************************************
 RQ0684  DESIGNATION -  MILLER
 RQ0684  PID         -  RQ0684
 RQ0684  STATE/COUNTY-  ND/DICKEY
 RQ0684  USGS QUAD   -  MERRICOURT SW (1971)
 RQ0684
 RQ0684                         *CURRENT SURVEY CONTROL
 RQ0684  ___________________________________________________________________
 RQ0684* NAD 83(1996)-  46 07 15.60880(N)    098 54 48.51618(W)     ADJUSTED  
 RQ0684* NAVD 88     -       650.9    (meters)    2135.     (feet)  VERTCON   
 RQ0684  ___________________________________________________________________
 RQ0684  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 RQ0684  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RQ0684
 RQ0684  HORZ ORDER  -  FIRST
 RQ0684
 RQ0684.The horizontal coordinates were established by classical geodetic methods
 RQ0684.and adjusted by the National Geodetic Survey in January 1998..
 RQ0684
 RQ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0684
 RQ0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0684
 RQ0684.The geoid height was determined by GEOID03.
 RQ0684
 RQ0684;                    North         East     Units Scale Factor Converg.
 RQ0684;SPC ND S     -    51,741.038   722,622.393   MT  1.00001284   +1 09 25.9
 RQ0684;SPC ND S     -   169,754.06  2,370,808.38   iFT  1.00001284   +1 09 25.9
 RQ0684;UTM  14      - 5,107,495.475   506,685.079   MT  0.99960055   +0 03 44.5
 RQ0684
 RQ0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0684!SPC ND S     -   0.99990168  x   1.00001284  =   0.99991452
 RQ0684!UTM  14      -   0.99990168  x   0.99960055  =   0.99950227
 RQ0684
 RQ0684|---------------------------------------------------------------------|
 RQ0684| PID    Reference Object                     Distance      Geod. Az  |
 RQ0684|                                                           dddmmss.s |
 RQ0684| CO6400 MILLER RM 1                          20.932 METERS 17205     |
 RQ0684| CO6401 MILLER RM 2                          60.815 METERS 23637     |
 RQ0684| CO6399 MILLER AZ MK                                       2980326.5 |
 RQ0684|---------------------------------------------------------------------|
 RQ0684
 RQ0684                          SUPERSEDED SURVEY CONTROL
 RQ0684
 RQ0684  NAD 83(1986)-  46 07 15.61608(N)    098 54 48.50747(W) AD(       ) 1
 RQ0684  NAD 27      -  46 07 15.72200(N)    098 54 47.12500(W) AD(       ) 1
 RQ0684  NGVD 29 (07/19/86)  650.5    (m)         2134.     (f) VERT ANG       
 RQ0684
 RQ0684.Superseded values are not recommended for survey control.
 RQ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0684.See file dsdata.txt to determine how the superseded data were derived.
 RQ0684
 RQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS0668507495(NAD 83)
 RQ0684_MARKER: DS = TRIANGULATION STATION DISK
 RQ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0684
 RQ0684  HISTORY     - Date     Condition        Report By
 RQ0684  HISTORY     - 1934     MONUMENTED       CGS
 RQ0684  HISTORY     - 1961     GOOD             CGS
 RQ0684
 RQ0684                          STATION DESCRIPTION
 RQ0684
 RQ0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0684'STATION IS LOCATED ABOUT 1.5 MILES E OF STATE HIGHWAY 56, 18.5
 RQ0684'MILES W AND 8.0 MILES N OF ELLENDALE, NEAR THE SW CORNER OF
 RQ0684'THE NE 1/4 SEC. 35, T 131 N, R 66 W, ON A HIGH PROMINENT HILL
 RQ0684'WHICH IS THE HIGHEST IN THE VICINITY, IN PASTURE LAND OWNED BY
 RQ0684'H. MILLER WHO LIVES ABOUT 0.5 MILE WNW OF THE STATION.  IT IS
 RQ0684'ABOUT 70 PACES NE OF A FENCE CORNER.  MARK PROJECTS ABOUT 6
 RQ0684'INCHES ABOVE THE SURFACE OF THE GROUND.
 RQ0684'
 RQ0684'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RQ0684'BRONZE DISKS SET IN CONCRETE.
 RQ0684'
 RQ0684'REFERENCE MARK NO. 1 IS 20.932 METERS, 68.67 FEET SSE OF STATION
 RQ0684'AT E EDGE OF HILL SLOPE.
 RQ0684'
 RQ0684'REFERENCE MARK NO. 2 IS 60.815 METERS, 199.52 FEET SW OF STATION,
 RQ0684'AND 6 FEET N OF E-W FENCE LINE, AND 4 FEET W OF FENCE CORNER.
 RQ0684'
 RQ0684'AZIMUTH MARK IS ABOUT 0.6 MILE WSW OF STATION.  IT IS REACHED
 RQ0684'BY GOING TO GATE AT MR. MILLERS HOUSE.  MARK IS IN FENCE LINE
 RQ0684'75 FEET S OF GATE, AND 20 FEET E OF CENTER LINE OF ROAD PAST
 RQ0684'MR. MILLERS HOUSE.
 RQ0684'
 RQ0684'REACHED FROM THE JUNCTIONS OF STATE HIGHWAYS 11 AND 56 WHICH
 RQ0684'IS AT THE E SHORE OF A LAKE ABOUT 21.5 MILES W OF ELLENDALE
 RQ0684'AND ABOUT 21.5 MILES E OF ASHLEY, BY GOING N ON STATE HIGHWAY
 RQ0684'56 FOR 8.0 MILES TO A NEW GRADED CROSSROADS AND A SMALL
 RQ0684'GARAGE WITH GASOLINE PUMP, THERE LEAVE STATE HIGHWAY 56 TURN
 RQ0684'RIGHT GO E ON NEW GRADED ROAD 1.0 MILE TO CROSSROADS, THEN
 RQ0684'S ON THIS ROAD FOR 1.2 MILES TO GATE TO MR. MILLERS HOUSE.
 RQ0684'FROM THIS HOUSE GO E KEEPING TO S SIDE OF BARN AND CONTINUE
 RQ0684'E AND SE UP HILL THROUGH PASTURE ABOUT 0.55 MILE TO HIGHEST
 RQ0684'POINT AND STATION.
 RQ0684'
 RQ0684'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 RQ0684
 RQ0684                          STATION RECOVERY (1961)
 RQ0684
 RQ0684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0684'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0684'CONDITION.
 RQ0684'
 RQ0684'THE AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION INSTEAD OF
 RQ0684'WEST-SOUTHWEST AS ORIGINALLY DESCRIBED.  IT IS 75 FEET SOUTH
 RQ0684'OF THE GATE LEADING TO FARMYARD, 3 FEET WEST OF GARDEN FENCE
 RQ0684'AND IS JUST BELOW THE SURFACE OF THE GROUND.
 RQ0684'
 RQ0684'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 RQ0684'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1546 ***********************************************************************
 SN1546  DESIGNATION -  MILLER
 SN1546  PID         -  SN1546
 SN1546  STATE/COUNTY-  ND/SHERIDAN
 SN1546  USGS QUAD   -  LINCOLN VALLEY (1980)
 SN1546
 SN1546                         *CURRENT SURVEY CONTROL
 SN1546  ___________________________________________________________________
 SN1546* NAD 83(1996)-  47 44 54.78832(N)    100 16 15.35807(W)     ADJUSTED  
 SN1546* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 SN1546  ___________________________________________________________________
 SN1546  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 SN1546  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 SN1546
 SN1546  HORZ ORDER  -  SECOND
 SN1546
 SN1546.The horizontal coordinates were established by classical geodetic methods
 SN1546.and adjusted by the National Geodetic Survey in January 1998..
 SN1546
 SN1546.The orthometric height was scaled from a topographic map.
 SN1546
 SN1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1546
 SN1546.The geoid height was determined by GEOID03.
 SN1546
 SN1546;                    North         East     Units Scale Factor Converg.
 SN1546;SPC ND N     -    83,249.794   617,176.288   MT  0.99995296   +0 10 13.6
 SN1546;SPC ND N     -   273,129.25  2,024,856.59   iFT  0.99995296   +0 10 13.6
 SN1546;UTM  14      - 5,289,135.617   404,735.092   MT  0.99971152   -0 56 26.9
 SN1546
 SN1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1546!SPC ND N     -   0.99991325  x   0.99995296  =   0.99986621
 SN1546!UTM  14      -   0.99991325  x   0.99971152  =   0.99962479
 SN1546
 SN1546:                Primary Azimuth Mark                     Grid Az
 SN1546:SPC ND N     -  REFORMED CH SPIRE E OF LINCOLN           201 03 31.7
 SN1546:UTM  14      -  REFORMED CH SPIRE E OF LINCOLN           202 10 12.2
 SN1546
 SN1546|---------------------------------------------------------------------|
 SN1546| PID    Reference Object                     Distance      Geod. Az  |
 SN1546|                                                           dddmmss.s |
 SN1546| SN1544 REFORMED CH SPIRE E OF LINCOLN      APPROX. 7.2 KM 2011345.3 |
 SN1546| CO6403 MILLER RM 1                           8.288 METERS 20431     |
 SN1546| CO6404 MILLER RM 2                           7.676 METERS 29943     |
 SN1546| CO6402 MILLER AZ MK                                       3062053.5 |
 SN1546|---------------------------------------------------------------------|
 SN1546
 SN1546                          SUPERSEDED SURVEY CONTROL
 SN1546
 SN1546  NAD 83(1986)-  47 44 54.79253(N)    100 16 15.35630(W) AD(       ) 2
 SN1546  NAD 27      -  47 44 54.80000(N)    100 16 13.88170(W) AD(       ) 2
 SN1546
 SN1546.Superseded values are not recommended for survey control.
 SN1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1546.See file dsdata.txt to determine how the superseded data were derived.
 SN1546
 SN1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT0473589136(NAD 83)
 SN1546_MARKER: DS = TRIANGULATION STATION DISK
 SN1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1546
 SN1546  HISTORY     - Date     Condition        Report By
 SN1546  HISTORY     - 1962     MONUMENTED       CGS
 SN1546
 SN1546                          STATION DESCRIPTION
 SN1546
 SN1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1546'THE STATION IS LOCATED 1-1/4 MILES WEST AND 8-3/4 MILES SOUTH OF
 SN1546'THE TOWN OF ANAMOOSE, IN THE SE 1/4 OF SEC. 4, T149N, R75W,
 SN1546'ON HIGHEST POINT OF GENERAL VICINITY.
 SN1546'
 SN1546'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 SN1546'14 ON THE SOUTH SIDE OF ANAMOOSE, FOLLOW STATE HIGHWAY 14
 SN1546'SOUTH FOR 8.3 MILES TO A T ROAD TO THE RIGHT.  TURN RIGHT, WEST,
 SN1546'AND FOLLOW THE GRAVELED ROAD FOR 1.7 MILES TO A DRIVEWAY ON
 SN1546'THE LEFT, SOUTH, SIDE OF THE ROAD.  TURN LEFT AND FOLLOW THE
 SN1546'DRIVEWAY SOUTH FOR 0.05 MILE TO A SET OF FARM BUILDINGS.
 SN1546'TURN LEFT, EAST, FOR 0.05 MILE TO A STEEL GATE.  PASS THROUGH
 SN1546'THE GATE AND GO SOUTHEAST ACROSS COUNTRY, CROSSING A DRY WASH,
 SN1546'FOR 0.3 MILE TO AN OLD EAST-WEST FENCE LINE AND A Y FORK.
 SN1546'TAKE THE LEFT FORK, SOUTHEAST, FOR 0.4 MILE TO THE AZIMUTH
 SN1546'MARK ON THE RIGHT, SOUTHWEST, SIDE OF THE ROAD.  CONTINUE
 SN1546'AHEAD, SOUTHEAST, FOR 0.05 MILE TO A WIDE WIRE GATE.
 SN1546'PASS THROUGH THE GATE AND GO EAST ACROSS COUNTRY FOR 0.2
 SN1546'MILE TO THE HIGHEST POINT IN THE GENERAL VICINITY AND THE
 SN1546'STATION.
 SN1546'
 SN1546'THE STATION MARK IS A STANDARD DISK STAMPED MILLER 1962 AND
 SN1546'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN1546'PROJECTS 4 INCHES AND IS 5.8 FEET NORTHWEST OF THE WITNESS
 SN1546'POST.
 SN1546'
 SN1546'REFERENCE MARK NO. 1, STAMPED MILLER NO 1 1962, IS A STANDARD
 SN1546'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN1546'PROJECTS 6 INCHES AND IS 25.2 FEET SOUTHWEST OF THE WITNESS
 SN1546'POST.
 SN1546'
 SN1546'REFERENCE MARK NO. 2, STAMPED MILLER NO 2 1962, IS A STANDARD
 SN1546'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 SN1546'PROJECTS 2 INCHES AND IS 30.6 FEET NORTHWEST OF THE WITNESS
 SN1546'POST.
 SN1546'
 SN1546'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLER 1962 SET IN
 SN1546'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 SN1546'6 INCHES.  IT IS 19 FEET SOUTHWEST OF THE CENTER OF A TRACK
 SN1546'ROAD AND 1.8 FEET NORTHEAST OF THE WITNESS POST.
 SN1546'
 SN1546'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 38.71 FEET AND 11.798
 SN1546'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0739 ***********************************************************************
 SO0739  DESIGNATION -  MILLER
 SO0739  PID         -  SO0739
 SO0739  STATE/COUNTY-  ND/MERCER
 SO0739  USGS QUAD   -  GOLDEN VALLEY NW (1970)
 SO0739
 SO0739                         *CURRENT SURVEY CONTROL
 SO0739  ___________________________________________________________________
 SO0739* NAD 83(1996)-  47 26 40.24284(N)    102 07 42.96238(W)     ADJUSTED  
 SO0739* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 SO0739  ___________________________________________________________________
 SO0739  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 SO0739  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 SO0739
 SO0739  HORZ ORDER  -  FIRST
 SO0739
 SO0739.The horizontal coordinates were established by classical geodetic methods
 SO0739.and adjusted by the National Geodetic Survey in January 1998..
 SO0739
 SO0739.The orthometric height was scaled from a topographic map.
 SO0739
 SO0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0739
 SO0739.The geoid height was determined by GEOID03.
 SO0739
 SO0739;                    North         East     Units Scale Factor Converg.
 SO0739;SPC ND S     -   198,899.901   477,175.904   MT  0.99999254   -1 11 16.3
 SO0739;SPC ND S     -   652,558.73  1,565,537.74   iFT  0.99999254   -1 11 16.3
 SO0739;SPC ND N     -    50,720.204   477,175.615   MT  0.99999782   -1 12 42.8
 SO0739;SPC ND N     -   166,404.87  1,565,536.79   iFT  0.99999782   -1 12 42.8
 SO0739;UTM  13      - 5,258,560.351   716,475.053   MT  1.00017593   +2 06 57.4
 SO0739
 SO0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0739!SPC ND S     -   0.99989154  x   0.99999254  =   0.99988408
 SO0739!SPC ND N     -   0.99989154  x   0.99999782  =   0.99988936
 SO0739!UTM  13      -   0.99989154  x   1.00017593  =   1.00006745
 SO0739
 SO0739:                Primary Azimuth Mark                     Grid Az
 SO0739:SPC ND S     -  KRONTHAL LUTHERAN CHURCH SPIRE           087 42 38.1
 SO0739:SPC ND N     -  KRONTHAL LUTHERAN CHURCH SPIRE           087 44 04.6
 SO0739:UTM  13      -  KRONTHAL LUTHERAN CHURCH SPIRE           084 24 24.4
 SO0739
 SO0739|---------------------------------------------------------------------|
 SO0739| PID    Reference Object                     Distance      Geod. Az  |
 SO0739|                                                           dddmmss.s |
 SO0739| SN1725 KRONTHAL LUTHERAN CHURCH SPIRE      APPROX.26.3 KM 0863121.8 |
 SO0739| CQ8607 MILLER RM 1                          14.067 METERS 14023     |
 SO0739| SO0738 SENATE LUTHERAN CHURCH SPIRE        APPROX. 9.1 KM 2054540.7 |
 SO0739| CQ8608 MILLER RM 2                          12.810 METERS 25316     |
 SO0739| CQ8606 MILLER AZ MK                                       2644442.8 |
 SO0739|---------------------------------------------------------------------|
 SO0739
 SO0739                          SUPERSEDED SURVEY CONTROL
 SO0739
 SO0739  NAD 83(1986)-  47 26 40.23950(N)    102 07 42.95598(W) AD(       ) 1
 SO0739  NAD 27      -  47 26 40.21800(N)    102 07 41.32100(W) AD(       ) 1
 SO0739
 SO0739.Superseded values are not recommended for survey control.
 SO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0739.See file dsdata.txt to determine how the superseded data were derived.
 SO0739
 SO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN1647558560(NAD 83)
 SO0739_MARKER: DS = TRIANGULATION STATION DISK
 SO0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0739
 SO0739  HISTORY     - Date     Condition        Report By
 SO0739  HISTORY     - 1941     MONUMENTED       CGS
 SO0739  HISTORY     - 1951     GOOD             CGS
 SO0739  HISTORY     - 1958     GOOD             CGS
 SO0739
 SO0739                          STATION DESCRIPTION
 SO0739
 SO0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0739'STATION IS ABOUT 10 MILES S BY E OF ELBOWOODS, 8 MILES E OF
 SO0739'STATE HIGHWAY 8 AND ON A ROUNDED HILL NEAR THE SE CORNER OF
 SO0739'SEC. 22, T. 146 N, R. 90 W.  IT IS ON PASTURE LAND LEASED BY
 SO0739'EMANUEL MILLER, 0.1 MILE N OF AN E-W SECTION LINE TRACK ROAD,
 SO0739'ON THE HIGHEST POINT OF THE HILL, 100 FEET N OF AN E-W FENCE
 SO0739'AND 7.5 FEET NNE OF A WHITE REFERENCE POST.  IT IS STAMPED
 SO0739'MILLER 1941 AND PROJECTS 6 INCHES.
 SO0739'
 SO0739'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SO0739'BRONZE DISKS SET IN CONCRETE.
 SO0739'
 SO0739'REFERENCE MARK NO. 1 IS SE OF THE STATION AND 70 FEET N OF THE
 SO0739'E-W FENCE.  IT IS STAMPED MILLER NO. 1 1941 AND PROJECTS
 SO0739'6 INCHES.
 SO0739'
 SO0739'REFERENCE MARK NO. 2 IS W BY S OF THE STATION AND 95 FEET
 SO0739'N OF THE FENCE.  IT IS STAMPED MILLER NO. 2 1941 AND PROJECTS
 SO0739'8 INCHES.
 SO0739'
 SO0739'THE AZIMUTH MARK IS W OF THE STATION, 24.5 FEET N OF THE
 SO0739'CENTER LINE OF THE E-W SECTION LINE ROAD, AND 3 FEET S OF A
 SO0739'WHITE REFERENCE POST.  IT IS STAMPED MILLER 1941 AND PROJECTS
 SO0739'8 INCHES.
 SO0739'
 SO0739'TO REACH FROM THE MISSOURI RIVER BRIDGE AT ELBOWOODS, GO
 SO0739'S ON STATE HIGHWAY 8 FOR 11.6 MILES AND TURN LEFT, E, OFF
 SO0739'THE HIGHWAY AT A SCHOOLHOUSE ON THE E SIDE OF THE HIGHWAY,
 SO0739'GO 5.3 MILES TO A CROSS ROAD, A CHURCH AND A SCHOOLHOUSE, AND
 SO0739'KEEP STRAIGHT AHEAD, E, GO 2.3 MILES TO THE AZIMUTH MARK ON
 SO0739'THE N SIDE OF THE ROAD, CONTINUE E FOR 0.6 MILE TO THE STATION
 SO0739'ON THE HILL, ABOUT 0.1 MILE N OF THE ROAD.
 SO0739'
 SO0739'4-FOOT SIGNALS AT MISSION (USMRC) AND ZAP ARE VISIBLE FROM
 SO0739'THE GROUND.
 SO0739'
 SO0739'24-FOOT SIGNALS AT TWIN, SCORIA (USMRC), REE AND DODGE ARE
 SO0739'VISIBLE FROM THE GROUND.
 SO0739'
 SO0739'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 SO0739
 SO0739                          STATION RECOVERY (1951)
 SO0739
 SO0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SO0739'THE STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE
 SO0739'FOUND IN GOOD CONDITION.
 SO0739'
 SO0739'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 8 AND
 SO0739'THE MAIN STREET EAST OF HALLIDAY, GO NORTH AND EAST FOR 7.45
 SO0739'MILES TO CROSS ROAD AND SCHOOLHOUSE IN NORTH EAST ANGLE.  TURN
 SO0739'RIGHT, EAST, AND GO 3.0 MILES TO CROSS ROAD.  CONTINUE EAST
 SO0739'ON SECTION LINE ROAD, LEAVING MAIN TRAVELED ROAD FOR 2.1 MILES
 SO0739'TO CROSS ROAD, SCHOOL ON LEFT AND CHURCH ON RIGHT.  CONTINUE
 SO0739'STRAIGHT AHEAD FOR 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 SO0739'CONTINUE EAST FOR 0.6 MILE.  TURN LEFT AND GO NORTH 0.1 MILE
 SO0739'TO TOP OF HILL AND STATION.
 SO0739'
 SO0739'THE STAMPING WAS FOUND TO BE AS ORIGINALLY DESCRIBED.
 SO0739'
 SO0739'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 SO0739
 SO0739                          STATION RECOVERY (1958)
 SO0739
 SO0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SO0739'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SO0739'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH STARTED AT
 SO0739'ELBOWOODS BUT THIS TOWN WAS MOVED AS ITS FORMER SITE IS COVERED
 SO0739'BY WATERS OF THE GARRISON RESERVOIR.
 SO0739'
 SO0739'TO REACH FROM DODGE, GO EAST ON STATE HIGHWAY 25 FOR 0.75 MILE
 SO0739'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR ABOUT 10.1 MILES
 SO0739'TO CROSSROADS AT A SCHOOL ON RIGHT, TURN RIGHT AND GO EAST ON
 SO0739'TRACK ROAD FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 SO0739'(THIS IS 0.1 MILE EAST OF CROSSROADS), CONTINUE EAST FOR 0.55
 SO0739'MILE TO STATION ABOUT 0.1 MILE TO LEFT (NORTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0915 ***********************************************************************
 RR0915  DESIGNATION -  MILLS
 RR0915  PID         -  RR0915
 RR0915  STATE/COUNTY-  ND/SIOUX
 RR0915  USGS QUAD   -  PAMPLIN HILLS (1971)
 RR0915
 RR0915                         *CURRENT SURVEY CONTROL
 RR0915  ___________________________________________________________________
 RR0915* NAD 83(1996)-  46 04 37.50681(N)    101 03 45.18294(W)     ADJUSTED  
 RR0915* NAVD 88     -       777.7    (meters)    2552.     (feet)  VERTCON   
 RR0915  ___________________________________________________________________
 RR0915  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 RR0915  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 RR0915
 RR0915  HORZ ORDER  -  FIRST
 RR0915
 RR0915.The horizontal coordinates were established by classical geodetic methods
 RR0915.and adjusted by the National Geodetic Survey in January 1998..
 RR0915
 RR0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0915
 RR0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0915
 RR0915.The geoid height was determined by GEOID03.
 RR0915
 RR0915;                    North         East     Units Scale Factor Converg.
 RR0915;SPC ND S     -    45,776.909   556,482.901   MT  1.00002258   -0 24 37.1
 RR0915;SPC ND S     -   150,186.71  1,825,731.30   iFT  1.00002258   -0 24 37.1
 RR0915;UTM  14      - 5,104,680.301   340,515.094   MT  0.99991269   -1 29 09.3
 RR0915
 RR0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0915!SPC ND S     -   0.99988137  x   1.00002258  =   0.99990394
 RR0915!UTM  14      -   0.99988137  x   0.99991269  =   0.99979407
 RR0915
 RR0915:                Primary Azimuth Mark                     Grid Az
 RR0915:SPC ND S     -  SELFRIDGE ST PHILAMENA CATH CH           108 59 12.4
 RR0915:UTM  14      -  SELFRIDGE ST PHILAMENA CATH CH           110 03 44.6
 RR0915
 RR0915|---------------------------------------------------------------------|
 RR0915| PID    Reference Object                     Distance      Geod. Az  |
 RR0915|                                                           dddmmss.s |
 RR0915| RR0830 SELFRIDGE ST PHILAMENA CATH CH      APPROX.11.6 KM 1083435.3 |
 RR0915| CQ8609 MILLS AZ MK                                        1741835.6 |
 RR0915| CQ8610 MILLS RM 1                           14.125 METERS 20909     |
 RR0915| CQ8611 MILLS RM 2                           14.497 METERS 32016     |
 RR0915|---------------------------------------------------------------------|
 RR0915
 RR0915                          SUPERSEDED SURVEY CONTROL
 RR0915
 RR0915  NAD 83(1986)-  46 04 37.49848(N)    101 03 45.17754(W) AD(       ) 1
 RR0915  NAD 27      -  46 04 37.50800(N)    101 03 43.71700(W) AD(       ) 1
 RR0915  NGVD 29 (07/19/86)  777.2    (m)         2550.     (f) VERT ANG       
 RR0915
 RR0915.Superseded values are not recommended for survey control.
 RR0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0915.See file dsdata.txt to determine how the superseded data were derived.
 RR0915
 RR0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS4051504680(NAD 83)
 RR0915_MARKER: DS = TRIANGULATION STATION DISK
 RR0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0915
 RR0915  HISTORY     - Date     Condition        Report By
 RR0915  HISTORY     - 1934     MONUMENTED       CGS
 RR0915  HISTORY     - 1957     GOOD             CGS
 RR0915
 RR0915                          STATION DESCRIPTION
 RR0915
 RR0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RR0915'STATION IS LOCATED ABOUT 7 MILES WNW OF SELFRIDGE, IN T 130 N,
 RR0915'R 83 W, SW 1/4 OF SEC. 15.  IT IS ON THE HIGHEST POINT OF LONG
 RR0915'RIDGE.  IN ABOUT THE MIDDLE.  THE GROUND SLOPES SHARPLY IN ALL
 RR0915'DIRECTIONS.  THE TOP OF THIS RIDGE IS VERY ROCKY WITH SHALE.
 RR0915'STATION IS 8 FEET NW OF SMALL ROCK CAIRN.  MARK PROJECTS ABOUT
 RR0915'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0915'
 RR0915'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RR0915'BRONZE DISKS SET IN CONCRETE.
 RR0915'
 RR0915'REFERENCE MARK NO. 1 IS 14.125 METERS (46.34 FEET) SSW OF STATION.
 RR0915'MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0915'
 RR0915'REFERENCE MARK NO. 2 IS 14.497 METERS (47.56 FEET) NW OF STATION.
 RR0915'MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 RR0915'
 RR0915'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE S OF STATION ON N SLOPE
 RR0915'OF LONG PROMINENT RIDGE, 100 FEET S OF SMALL RAVINE, AND 115
 RR0915'FEET S OF DIM PRAIRIE ROAD.
 RR0915'
 RR0915'STATION IS REACHED FROM THE SELFRIDGE POST OFFICE BY GOING W
 RR0915'ON THE MAIN STREET 0.2 MILE TURN RIGHT (N) 0.25 MILE, TURN LEFT
 RR0915'(W) AND GO 6.0 MILES TO SECTION LINE ROAD, TURN RIGHT (N) GO
 RR0915'1.35 MILES TO FARMHOUSE, PASS ALONG E SIDE OF CORRALS GOING N AND
 RR0915'NE AND GO 0.35 MILE TO WIRE GATE IN E-W FENCE, TURN SHARP LEFT
 RR0915'(W) AND FOLLOW ALONG N SIDE OF FENCE AND GO 0.3 MILE, PASS
 RR0915'THROUGH WIRE GATE AND GO 0.1 MILE, TURN RIGHT (N) ACROSS PASTURE
 RR0915'AND GO 0.45 MILE, TURN LEFT (W) ONTO DIM ROAD UP COULEE AND
 RR0915'GO 0.3 MILE, TURN RIGHT (N) JUST BEFORE REACHING HEAD OF
 RR0915'COULEE AND GO 0.2 MILE, TURN LEFT (W) AND GO TO TOP OF RIDGE
 RR0915'AND STATION.
 RR0915'
 RR0915'STATION IS REACHED FROM MC INTOSH POST OFFICE BY GOING N 0.1
 RR0915'MILE TO U.S. HIGHWAY 12, TURN RIGHT (E) ON U.S. HIGHWAY 12 AND
 RR0915'GO 0.6 MILE, TAKE LEFT FORK (HIGHWAYS 65 AND 31) AND GO 5.3 MILES,
 RR0915'TURN RIGHT (E) AT SIGN (SELFRIDGE 23 MILES) AND GO 4.0 MILES,
 RR0915'TURN LEFT (N) AND GO 3.0 MILES, TURN RIGHT (E) AND GO 9.5 MILES,
 RR0915'TURN LEFT (N) ON SECTION LINE ROAD AND GO 1.35 MILES TO
 RR0915'FARMHOUSE.
 RR0915'
 RR0915'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
 RR0915
 RR0915                          STATION RECOVERY (1957)
 RR0915
 RR0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0915'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0915'CONDITION.  DUE TO SOME CHANGES IN THE ROADS A NEW DESCRIPTION
 RR0915'TO REACH THE STATION FOLLOWS--
 RR0915'
 RR0915'TO REACH THE STATION FROM THE POST OFFICE AT SELFRIDGE, GO W
 RR0915'FOR 0.2 MI., TURN RIGHT AND GO N FOR 0.3 MI., TURN LEFT AND GO
 RR0915'W ON A GRAVEL ROAD FOR 3.5 MI. TO A T-ROAD RIGHT, TURN RIGHT AND
 RR0915'GO N AND W FOR 2.4 MI. TO A T-ROAD RIGHT, CONTINUE STRAIGHT
 RR0915'AHEAD AND FOLLOW MAIN TRAVELED ROAD W AND N FOR 2.25 MI. TO
 RR0915'FORKS, TAKE LEFT FORK W FOR 0.3 MI. TO FORKS ABOUT 0.1 MI.
 RR0915'(BEFORE REACHING A RANCHHOUSE), TAKE LEFT FORK AND GO SW AND S
 RR0915'ON A TRACK ROAD FOR 0.3 MI. TO A GATE ON THE RIGHT, TURN RIGHT
 RR0915'(THRU GATE) THEN TURN LEFT AND GO S ALONG THE W SIDE OF A
 RR0915'FENCE FOR 0.2 MI., TURN RIGHT AND GO W (CROSSING A RAVINE) AND
 RR0915'GO W UP A COULEE ALONG THE S SIDE OF THE RAVINE FOR 0.45
 RR0915'MI., BEAR RIGHT AND PICK ROAD N UP A COULEE FOR 0.3 MI. TO
 RR0915'THE TOP OF A RIDGE AND THE STATION.
 RR0915'
 RR0915'THE AZIMUTH MARK IS S OF THE STATION AND IS ABOUT ON LINE WITH
 RR0915'THE STATION AND A POINT WHERE THE RAVINE TURNS FROM S TO E.
 RR0915'IT IS NEAR THE N BASE OF AN E-W RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0820 ***********************************************************************
 RP0820  DESIGNATION -  MILNOR
 RP0820  PID         -  RP0820
 RP0820  STATE/COUNTY-  ND/SARGENT
 RP0820  USGS QUAD   -  LISBON SE (1960)
 RP0820
 RP0820                         *CURRENT SURVEY CONTROL
 RP0820  ___________________________________________________________________
 RP0820* NAD 83(1996)-  46 16 50.92860(N)    097 30 24.06115(W)     ADJUSTED  
 RP0820* NAVD 88     -       350.     (meters)    1148.     (feet)  SCALED    
 RP0820  ___________________________________________________________________
 RP0820  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 RP0820  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 RP0820
 RP0820  HORZ ORDER  -  FIRST
 RP0820
 RP0820.The horizontal coordinates were established by classical geodetic methods
 RP0820.and adjusted by the National Geodetic Survey in January 1998..
 RP0820
 RP0820.The orthometric height was scaled from a topographic map.
 RP0820
 RP0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0820
 RP0820.The geoid height was determined by GEOID03.
 RP0820
 RP0820;                    North         East     Units Scale Factor Converg.
 RP0820;SPC ND S     -    72,661.265   830,636.447   MT  0.99998226   +2 10 59.8
 RP0820;SPC ND S     -   238,389.98  2,725,185.19   iFT  0.99998226   +2 10 59.8
 RP0820;UTM  14      - 5,126,332.223   615,044.026   MT  0.99976269   +1 04 45.8
 RP0820
 RP0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0820!SPC ND S     -   0.99994913  x   0.99998226  =   0.99993139
 RP0820!UTM  14      -   0.99994913  x   0.99976269  =   0.99971183
 RP0820
 RP0820:                Primary Azimuth Mark                     Grid Az
 RP0820:SPC ND S     -  MILNOR RSR ELEC COOP RAD MAST            121 44 12.0
 RP0820:UTM  14      -  MILNOR RSR ELEC COOP RAD MAST            122 50 26.0
 RP0820
 RP0820|---------------------------------------------------------------------|
 RP0820| PID    Reference Object                     Distance      Geod. Az  |
 RP0820|                                                           dddmmss.s |
 RP0820| RP0814 MILNOR RSR ELEC COOP RAD MAST       APPROX. 5.9 KM 1235511.8 |
 RP0820| CO6410 MILNOR RM 2                          28.320 METERS 18525     |
 RP0820| RP0827 HOVING GRAIN CO ELEVATOR            APPROX. 6.0 KM 2302711.5 |
 RP0820| RP0823 AUGUSTANA SYNOD LUTHERAN CH         APPROX. 9.8 KM 2613746.6 |
 RP0820| CO6408 MILNOR AZ MK                                       2862914.9 |
 RP0820| CO6409 MILNOR RM 1                          27.325 METERS 35654     |
 RP0820|---------------------------------------------------------------------|
 RP0820
 RP0820                          SUPERSEDED SURVEY CONTROL
 RP0820
 RP0820  NAD 83(1986)-  46 16 50.92932(N)    097 30 24.05444(W) AD(       ) 1
 RP0820  NAD 27      -  46 16 51.07100(N)    097 30 22.72700(W) AD(       ) 1
 RP0820
 RP0820.Superseded values are not recommended for survey control.
 RP0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0820.See file dsdata.txt to determine how the superseded data were derived.
 RP0820
 RP0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1504426332(NAD 83)
 RP0820_MARKER: DS = TRIANGULATION STATION DISK
 RP0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0820
 RP0820  HISTORY     - Date     Condition        Report By
 RP0820  HISTORY     - 1954     MONUMENTED       CGS
 RP0820
 RP0820                          STATION DESCRIPTION
 RP0820
 RP0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0820'THE STATION IS ABOUT 2.5 MILES WEST AND 1.5 MILES NORTH OF
 RP0820'THE TOWN OF MILNOR, ABOUT 0.1 MILE SOUTH OF THE SARGENT-RANSOM
 RP0820'COUNTY LINE, ON TOP OF LOCAL MOUND, AND ON SECTION LINE
 RP0820'BETWEEN SECTIONS 1 AND 6, T.132 N., R.54 AND 55 W.  LAND TO
 RP0820'EAST IS OWNED BY MR. H.O. SATRE OF MILNOR AND OCCUPIED BY
 RP0820'LOYD JOHNSON WHO LIVES EAST OF STATION.  LAND TO WEST IS OWNED
 RP0820'BY MR. JOHN NICOLAI WHO LIVES ABOUT 2 MILES NORTHWEST OF
 RP0820'STATION.
 RP0820'
 RP0820'TO REACH FROM THE POST OFFICE IN MILNOR, GO NORTHWESTERLY
 RP0820'0.8 MILE, THEN NORTH FOR 1.0 MILE TO A CROSSROAD, TURN LEFT
 RP0820'AND GO WEST FOR 1.6 MILES TO TELEPHONE POLE ON LEFT WITH
 RP0820'TRIANGLE BLAZE.  TURN LEFT AND GO SOUTH ALONG FENCE LINE
 RP0820'FOR 0.1 MILE TO TOP OF MOUND AND STATION.  FROM TRIANGLE BLAZE
 RP0820'GO WEST 0.35 MILE TO AZIMUTH ON LEFT.
 RP0820'
 RP0820'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0820'POST PROJECTING 2 INCHES.  IT IS 5 FEET EAST OF A WITNESS
 RP0820'POST, ON HIGHEST PART OF MOUND IN CENTER OF GRASS STRIP
 RP0820'BETWEEN TWO CULTIVATED FIELDS.  THE MARK IS STAMPED MILNOR
 RP0820'1954.
 RP0820'
 RP0820'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE
 RP0820'CONCRETE POST PROJECTING 6 INCHES.  IT IS 4 FEET EAST OF
 RP0820'THE EAST EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED
 RP0820'MILNOR NO 1 1954.
 RP0820'
 RP0820'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE
 RP0820'CONCRETE POST PROJECTING 4 INCHES.  IT IS 4.5 FEET EAST OF
 RP0820'EAST EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED MILNOR
 RP0820'NO 2 1954.
 RP0820'
 RP0820'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RP0820'POST PROJECTING 6 INCHES.  IT IS 65 FEET SOUTH OF THE CENTER
 RP0820'OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF A WITNESS POST AND 1
 RP0820'FOOT EAST OF A POWER POLE UNDER THE POWER LINE.  THE MARK
 RP0820'IS STAMPED MILNOR 1954.
 RP0820'
 RP0820'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0814 ***********************************************************************
 RP0814  DESIGNATION -  MILNOR RSR ELEC COOP RAD MAST
 RP0814  PID         -  RP0814
 RP0814  STATE/COUNTY-  ND/SARGENT
 RP0814  USGS QUAD   -  MILNOR (1960)
 RP0814
 RP0814                         *CURRENT SURVEY CONTROL
 RP0814  ___________________________________________________________________
 RP0814* NAD 83(1996)-  46 15 03.33166(N)    097 26 33.56049(W)     ADJUSTED  
 RP0814* NAVD 88     -                                                        
 RP0814  ___________________________________________________________________
 RP0814  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RP0814  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 RP0814
 RP0814  HORZ ORDER  -  THIRD
 RP0814
 RP0814.The horizontal coordinates were established by classical geodetic methods
 RP0814.and adjusted by the National Geodetic Survey in January 1998..
 RP0814
 RP0814
 RP0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0814
 RP0814.The geoid height was determined by GEOID03.
 RP0814
 RP0814;                    North         East     Units Scale Factor Converg.
 RP0814;SPC ND S     -    69,531.579   835,696.635   MT  0.99998740   +2 13 47.9
 RP0814;SPC ND S     -   228,121.98  2,741,786.86   iFT  0.99998740   +2 13 47.9
 RP0814;UTM  14      - 5,123,106.284   620,041.879   MT  0.99977714   +1 07 30.4
 RP0814
 RP0814                          SUPERSEDED SURVEY CONTROL
 RP0814
 RP0814  NAD 83(1986)-  46 15 03.33192(N)    097 26 33.55328(W) AD(       ) 4
 RP0814  NAD 27      -  46 15 03.47000(N)    097 26 32.21700(W) AD(       ) 3
 RP0814
 RP0814.Superseded values are not recommended for survey control.
 RP0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0814.See file dsdata.txt to determine how the superseded data were derived.
 RP0814
 RP0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2004223106(NAD 83)
 RP0814_MARKER: 42 = RADIO/TV MAST
 RP0814
 RP0814  HISTORY     - Date     Condition        Report By
 RP0814  HISTORY     - 1954     FIRST OBSERVED   CGS
 RP0814
 RP0814                          STATION DESCRIPTION
 RP0814
 RP0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0814'THE STATION IS THE LIGHT ATOP A METAL MAST ABOUT 160 FEET
 RP0814'HIGH LOCATED ABOUT 0.5 MILE SOUTH OF MILNOR ON STATE HIGHWAY 13.
 RP0814'
 RP0814'STATION NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0813 ***********************************************************************
 RP0813  DESIGNATION -  MILNOR ST ARNOLDS CATHOLIC CH
 RP0813  PID         -  RP0813
 RP0813  STATE/COUNTY-  ND/SARGENT
 RP0813  USGS QUAD   -  MILNOR (1960)
 RP0813
 RP0813                         *CURRENT SURVEY CONTROL
 RP0813  ___________________________________________________________________
 RP0813* NAD 83(1996)-  46 15 12.88032(N)    097 27 13.20374(W)     ADJUSTED  
 RP0813* NAVD 88     -                                                        
 RP0813  ___________________________________________________________________
 RP0813  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RP0813  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 RP0813
 RP0813  HORZ ORDER  -  THIRD
 RP0813
 RP0813.The horizontal coordinates were established by classical geodetic methods
 RP0813.and adjusted by the National Geodetic Survey in January 1998..
 RP0813
 RP0813
 RP0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0813
 RP0813.The geoid height was determined by GEOID03.
 RP0813
 RP0813;                    North         East     Units Scale Factor Converg.
 RP0813;SPC ND S     -    69,793.203   834,836.693   MT  0.99998693   +2 13 19.0
 RP0813;SPC ND S     -   228,980.32  2,738,965.53   iFT  0.99998693   +2 13 19.0
 RP0813;UTM  14      - 5,123,384.381   619,187.322   MT  0.99977462   +1 07 02.0
 RP0813
 RP0813                          SUPERSEDED SURVEY CONTROL
 RP0813
 RP0813  NAD 83(1986)-  46 15 12.88020(N)    097 27 13.19683(W) AD(       ) 4
 RP0813  NAD 27      -  46 15 13.03000(N)    097 27 11.87000(W) AD(       ) 3
 RP0813
 RP0813.Superseded values are not recommended for survey control.
 RP0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0813.See file dsdata.txt to determine how the superseded data were derived.
 RP0813
 RP0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS1918723384(NAD 83)
 RP0813_MARKER: 90 = CHURCH SPIRE
 RP0813
 RP0813  HISTORY     - Date     Condition        Report By
 RP0813  HISTORY     - 1934     FIRST OBSERVED   CGS
 RP0813  HISTORY     - 19951001 MARK NOT FOUND   NDHD
 RP0813
 RP0813                          STATION DESCRIPTION
 RP0813
 RP0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0813'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF ST. ARNOLDS
 RP0813'CATHOLIC CHURCH.  THIS IS A WHITE WOODEN STRUCTURE, LOCATED
 RP0813'1 BLOCK S OF MAIN STREET AT E EDGE OF TOWN.
 RP0813
 RP0813                          STATION RECOVERY (1995)
 RP0813
 RP0813'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995 (SP)
 RP0813'THE CHURCH WAS DEMOLISHED APPROXIMATELY 4 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1724 ***********************************************************************
 TE1724  DESIGNATION -  MILTON
 TE1724  PID         -  TE1724
 TE1724  STATE/COUNTY-  ND/CAVALIER
 TE1724  USGS QUAD   -  WATERLOO LAKE (1972)
 TE1724
 TE1724                         *CURRENT SURVEY CONTROL
 TE1724  ___________________________________________________________________
 TE1724* NAD 83(1996)-  48 37 04.06826(N)    098 01 08.43770(W)     ADJUSTED  
 TE1724* NAVD 88     -       489.     (meters)    1604.     (feet)  SCALED    
 TE1724  ___________________________________________________________________
 TE1724  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 TE1724  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 TE1724
 TE1724  HORZ ORDER  -  FIRST
 TE1724
 TE1724.The horizontal coordinates were established by classical geodetic methods
 TE1724.and adjusted by the National Geodetic Survey in January 1998..
 TE1724
 TE1724.The orthometric height was scaled from a topographic map.
 TE1724
 TE1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1724
 TE1724.The geoid height was determined by GEOID03.
 TE1724
 TE1724;                    North         East     Units Scale Factor Converg.
 TE1724;SPC ND N     -   182,820.541   782,887.958   MT  0.99997915   +1 50 46.3
 TE1724;SPC ND N     -   599,804.92  2,568,530.05   iFT  0.99997915   +1 50 46.3
 TE1724;UTM  14      - 5,385,433.891   572,299.012   MT  0.99966422   +0 44 09.9
 TE1724
 TE1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1724!SPC ND N     -   0.99992729  x   0.99997915  =   0.99990644
 TE1724!UTM  14      -   0.99992729  x   0.99966422  =   0.99959153
 TE1724
 TE1724|---------------------------------------------------------------------|
 TE1724| PID    Reference Object                     Distance      Geod. Az  |
 TE1724|                                                           dddmmss.s |
 TE1724| CO7940 MILTON RM 1                          26.810 METERS 00049     |
 TE1724| TD1237 WALHALLA ATT MICROWAVE KBK 97       APPROX.16.3 KM 0114115.1 |
 TE1724| TD1233 MILTON BORD PATROL RAD KAK 720      APPROX. 4.1 KM 0444347.5 |
 TE1724| TD1230 MILTON STATE HWY RAD KAQ 201        APPROX. 2.6 KM 0615028.2 |
 TE1724| CO7941 MILTON RM 2                          25.768 METERS 16314     |
 TE1724| CO7341 K 296                                              2322127.8 |
 TE1724|---------------------------------------------------------------------|
 TE1724
 TE1724                          SUPERSEDED SURVEY CONTROL
 TE1724
 TE1724  NAD 83(1986)-  48 37 04.06405(N)    098 01 08.43341(W) AD(       ) 1
 TE1724  NAD 27      -  48 37 04.08621(N)    098 01 07.07547(W) AD(       ) 1
 TE1724
 TE1724.Superseded values are not recommended for survey control.
 TE1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1724.See file dsdata.txt to determine how the superseded data were derived.
 TE1724
 TE1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7229985434(NAD 83)
 TE1724_MARKER: DS = TRIANGULATION STATION DISK
 TE1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1724+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2002
 TE1724
 TE1724  HISTORY     - Date     Condition        Report By
 TE1724  HISTORY     - 1967     MONUMENTED       CGS
 TE1724  HISTORY     - 20020701 GOOD             NDDT
 TE1724
 TE1724                          STATION DESCRIPTION
 TE1724
 TE1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1724'THE STATION IS ABOUT 7 MILES SOUTHEAST OF OSNABROCK, 6-1/2
 TE1724'MILES WEST-NORTHWEST OF GARDAR AND 1-1/4 MILES SOUTHEAST OF
 TE1724'MILTON, ON THE HIGHEST POINT OF A BARE KNOLL.
 TE1724'
 TE1724'TO REACH THE STATION FROM THE POST OFFICE IN MILTON, GO SOUTH
 TE1724'ON A GRAVELED ROAD FOR 0.1 MILE TO A FORK JUST AFTER CROSSING
 TE1724'A RAILROAD TRACKS.  TURN LEFT AND GO EAST ON GRAVELED ROAD
 TE1724'FOR 0.35 MILE TO A SIDE ROAD LEFT AT A RAILROAD CROSSING.
 TE1724'CONTINUE EAST ON GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.
 TE1724'TURN LEFT, CROSSING RAILROAD TRACKS, THEN LEFT AGAIN AND
 TE1724'GO WESTERLY ON TRACK ROAD FOR 0.3 MILE TO A FORK.  (TO REACH
 TE1724'BENCH MARK E 413 FROM THIS POINT, CONTINUE WEST ON TRACK ROAD
 TE1724'FOR 0.25 MILE TO THE MARK ON THE LEFT.) TURN RIGHT AND GO
 TE1724'NORTH FOR 0.15 MILE TO THE NORTHWEST CORNER OF A CULTIVATED
 TE1724'FIELD.  BEAR RIGHT AND GO NORTHEAST, UPHILL, FOR 0.05 MILE
 TE1724'TO THE TOP OF THE KNOLL AND THE STATION.
 TE1724'
 TE1724'STATION MARK IS A STANDARD DISK, STAMPED MILTON 1967, SET IN
 TE1724'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TE1724'IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 3.3 FEET EAST
 TE1724'OF A WITNESS POST.  THE UNDERGROUND MARK IS 54 INCHES BELOW
 TE1724'THE GROUND SURFACE.
 TE1724'
 TE1724'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILTON NO 1 1967,
 TE1724'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1724'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 88.6 FEET NORTH
 TE1724'OF THE WITNESS POST AND ABOUT 4 FEET LOWER THAN THE STATION.
 TE1724'
 TE1724'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILTON NO 2 1967,
 TE1724'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1724'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 84.4 FEET
 TE1724'SOUTH-SOUTHEAST OF THE WITNESS POST AND ABOUT 3 FEET LOWER
 TE1724'THAN THE STATION.
 TE1724'
 TE1724'BENCH MARK E 413 IS A STANDARD DISK, STAMPED E 413 1964,
 TE1724'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER THAT PROJECTS
 TE1724'5 INCHES ABOVE THE GROUND.  IT IS 35.0 FEET SOUTH OF THE
 TE1724'CENTERLINE OF THE TRACK ROAD, 24.0 FEET NORTH OF THE NORTH
 TE1724'RAIL OF A RAILROAD TRACK AND 9.0 FEET SOUTH OF A WITNESS POST.
 TE1724'
 TE1724'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 TE1724'DUE TO OBSTRUCTIONS.
 TE1724'
 TE1724'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TE1724
 TE1724                          STATION RECOVERY (2002)
 TE1724
 TE1724'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (CDF)
 TE1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1233 ***********************************************************************
 TD1233  DESIGNATION -  MILTON BORD PATROL RAD KAK 720
 TD1233  PID         -  TD1233
 TD1233  STATE/COUNTY-  ND/CAVALIER
 TD1233  USGS QUAD   -  CONCRETE (1964)
 TD1233
 TD1233                         *CURRENT SURVEY CONTROL
 TD1233  ___________________________________________________________________
 TD1233* NAD 83(1996)-  48 38 39.18803(N)    097 58 46.21002(W)     ADJUSTED  
 TD1233* NAVD 88     -                                                        
 TD1233  ___________________________________________________________________
 TD1233  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 TD1233  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 TD1233
 TD1233  HORZ ORDER  -  THIRD
 TD1233
 TD1233.The horizontal coordinates were established by classical geodetic methods
 TD1233.and adjusted by the National Geodetic Survey in January 1998..
 TD1233
 TD1233
 TD1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1233
 TD1233.The geoid height was determined by GEOID03.
 TD1233
 TD1233;                    North         East     Units Scale Factor Converg.
 TD1233;SPC ND N     -   185,851.712   785,703.100   MT  0.99998355   +1 52 32.1
 TD1233;SPC ND N     -   609,749.71  2,577,766.08   iFT  0.99998355   +1 52 32.1
 TD1233;UTM  14      - 5,388,409.032   575,171.433   MT  0.99966942   +0 45 57.8
 TD1233
 TD1233                          SUPERSEDED SURVEY CONTROL
 TD1233
 TD1233  NAD 83(1986)-  48 38 39.18301(N)    097 58 46.20526(W) AD(       ) 4
 TD1233  NAD 27      -  48 38 39.20587(N)    097 58 44.84856(W) AD(       ) 3
 TD1233
 TD1233.Superseded values are not recommended for survey control.
 TD1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1233.See file dsdata.txt to determine how the superseded data were derived.
 TD1233
 TD1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7517188409(NAD 83)
 TD1233_MARKER: 42 = RADIO/TV MAST
 TD1233
 TD1233  HISTORY     - Date     Condition        Report By
 TD1233  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1233
 TD1233                          STATION DESCRIPTION
 TD1233
 TD1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1233'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT HIGH RADIO
 TD1233'MAST.
 TD1233'
 TD1233'THE STATION IS ABOUT 2-1/2 MILES EAST OF MILTON, 1 MILE NORTH
 TD1233'OF STATE HIGHWAY 66 AND 0.05 MILE SOUTH OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1230 ***********************************************************************
 TD1230  DESIGNATION -  MILTON STATE HWY RAD KAQ 201
 TD1230  PID         -  TD1230
 TD1230  STATE/COUNTY-  ND/CAVALIER
 TD1230  USGS QUAD   -  CONCRETE (1964)
 TD1230
 TD1230                         *CURRENT SURVEY CONTROL
 TD1230  ___________________________________________________________________
 TD1230* NAD 83(1996)-  48 37 43.05496(N)    097 59 18.51984(W)     ADJUSTED  
 TD1230* NAVD 88     -                                                        
 TD1230  ___________________________________________________________________
 TD1230  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 TD1230  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 TD1230
 TD1230  HORZ ORDER  -  THIRD
 TD1230
 TD1230.The horizontal coordinates were established by classical geodetic methods
 TD1230.and adjusted by the National Geodetic Survey in January 1998..
 TD1230
 TD1230
 TD1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1230
 TD1230.The geoid height was determined by GEOID03.
 TD1230
 TD1230;                    North         East     Units Scale Factor Converg.
 TD1230;SPC ND N     -   184,097.128   785,098.633   MT  0.99998093   +1 52 08.1
 TD1230;SPC ND N     -   603,993.20  2,575,782.92   iFT  0.99998093   +1 52 08.1
 TD1230;UTM  14      - 5,386,667.029   574,533.300   MT  0.99966825   +0 45 32.8
 TD1230
 TD1230                          SUPERSEDED SURVEY CONTROL
 TD1230
 TD1230  NAD 83(1986)-  48 37 43.05033(N)    097 59 18.51501(W) AD(       ) 4
 TD1230  NAD 27      -  48 37 43.07473(N)    097 59 17.15660(W) AD(       ) 3
 TD1230
 TD1230.Superseded values are not recommended for survey control.
 TD1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1230.See file dsdata.txt to determine how the superseded data were derived.
 TD1230
 TD1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7453386667(NAD 83)
 TD1230_MARKER: 42 = RADIO/TV MAST
 TD1230
 TD1230  HISTORY     - Date     Condition        Report By
 TD1230  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1230
 TD1230                          STATION DESCRIPTION
 TD1230
 TD1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1230'THE STATION IS THE CENTER OF THE TOP OF THE MILTON STATE HIGHWAY
 TD1230'RADIO MAST, THAT HAS AN OVERALL HEIGHT OF 300 FEET.  IT IS 2
 TD1230'MILES EAST OF MILTON AND 0.1 MILE SOUTH OF STATE HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1152 ***********************************************************************
 SM1152  DESIGNATION -  MINCO
 SM1152  PID         -  SM1152
 SM1152  STATE/COUNTY-  ND/BENSON
 SM1152  USGS QUAD   -  WARWICK (1962)
 SM1152
 SM1152                         *CURRENT SURVEY CONTROL
 SM1152  ___________________________________________________________________
 SM1152* NAD 83(1996)-  47 51 31.99570(N)    098 37 48.25479(W)     ADJUSTED  
 SM1152* NAVD 88     -       466.53   (+/-2cm)    1530.6    (feet)  VERTCON   
 SM1152  ___________________________________________________________________
 SM1152  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 SM1152  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 SM1152
 SM1152  HORZ ORDER  -  FIRST
 SM1152  VERT ORDER  -  THIRD ? (See Below)
 SM1152
 SM1152.The horizontal coordinates were established by classical geodetic methods
 SM1152.and adjusted by the National Geodetic Survey in January 1998..
 SM1152
 SM1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1152.The vertical order pertains to the NGVD 29 superseded value.
 SM1152
 SM1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1152
 SM1152.The geoid height was determined by GEOID03.
 SM1152
 SM1152;                    North         East     Units Scale Factor Converg.
 SM1152;SPC ND N     -    97,190.321   739,902.600   MT  0.99994357   +1 23 29.3
 SM1152;SPC ND N     -   318,865.88  2,427,501.97   iFT  0.99994357   +1 23 29.3
 SM1152;UTM  14      - 5,300,682.607   527,670.207   MT  0.99960941   +0 16 27.5
 SM1152
 SM1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1152!SPC ND N     -   0.99993065  x   0.99994357  =   0.99987423
 SM1152!UTM  14      -   0.99993065  x   0.99960941  =   0.99954009
 SM1152
 SM1152|---------------------------------------------------------------------|
 SM1152| PID    Reference Object                     Distance      Geod. Az  |
 SM1152|                                                           dddmmss.s |
 SM1152| CO6412 MINCO RM 1                           41.516 METERS 10110     |
 SM1152| CO6411 MINCO AZ MK                                        1804807.4 |
 SM1152| CO6413 MINCO RM 2                            6.855 METERS 19555     |
 SM1152| SM1151 WARWICK LUTHERAN CHURCH SPIRE       APPROX. 5.9 KM 2680722.9 |
 SM1152|---------------------------------------------------------------------|
 SM1152
 SM1152                          SUPERSEDED SURVEY CONTROL
 SM1152
 SM1152  NAD 83(1986)-  47 51 31.99637(N)    098 37 48.25370(W) AD(       ) 1
 SM1152  NAD 27      -  47 51 31.99600(N)    098 37 46.89000(W) AD(       ) 1
 SM1152  NGVD 29 (07/19/86)  466.17   (m)         1529.4    (f) LEVELING    3  
 SM1152
 SM1152.Superseded values are not recommended for survey control.
 SM1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1152.See file dsdata.txt to determine how the superseded data were derived.
 SM1152
 SM1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU2767000683(NAD 83)
 SM1152_MARKER: DS = TRIANGULATION STATION DISK
 SM1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1152
 SM1152  HISTORY     - Date     Condition        Report By
 SM1152  HISTORY     - 1934     MONUMENTED       CGS
 SM1152  HISTORY     - 1960     SEE DESCRIPTION  USGS
 SM1152
 SM1152                          STATION DESCRIPTION
 SM1152
 SM1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1152'STATION IS LOCATED APPROXIMATELY 3-3/4 MILES E OF WARWICK, AND
 SM1152'3 MILES WNW OF HAMAR, BETWEEN SECS. 31 AND 32, ABOUT 1/4 MILE
 SM1152'S OF THE NW CORNER OF SEC. 31, T 151 N, R 62 W, IN MINCO TOWNSHIP,
 SM1152'ON STATE PROPERTY.  IT IS 11.2 FEET W OF N-S FENCE LINE.
 SM1152'
 SM1152'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 SM1152'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 SM1152'
 SM1152'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 SM1152'DRILL HOLE OF ROUND ROCK, E OF THE STATION, 125 FEET E OF N-S
 SM1152'FENCE LINE.
 SM1152'
 SM1152'REFERENCE MARK NO. 2 IS SW OF THE STATION, 29 FEET E OF CENTER
 SM1152'LINE OF ROAD LEADING TO STATION, 5 FEET W OF CORNER OF E-W
 SM1152'AND N-S FENCE IN E-W FENCE LINE.
 SM1152'
 SM1152'AZIMUTH MARK IS S OF STATION, 120 FEET N OF N RAIL OF RAILROAD
 SM1152'TRACKS, 30 FEET W OF CENTER LINE OF N-S DIRT ROAD LEADING
 SM1152'TO STATION IN N-S FENCE LINE.
 SM1152'
 SM1152'AZIMUTH REACHED BY GOING S ON DIRT ROAD 0.8 MILE.
 SM1152'
 SM1152'STATION IS REACHED FROM THE POST OFFICE IN WARWICK BY FOLLOWING
 SM1152'DIRT AND GRAVEL ROAD S FOR 0.45 MILE TO T-ROAD, TURN RIGHT (W)
 SM1152'FOR 0.35 MILE TO STATE HIGHWAY 20.  TURN LEFT (S) AND GO FOR 1
 SM1152'MILE ON STATE HIGHWAY 20.  CONTINUE LEFT (E) ON STATE HIGHWAY
 SM1152'20 FOR 4 MILES, THENCE LEFT (N) FOR 1.8 MILES TO STATION ON
 SM1152'HILLTOP.
 SM1152'
 SM1152'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM1152
 SM1152                          STATION RECOVERY (1960)
 SM1152
 SM1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 SM1152'STATION WAS DESTROYED.  ROAD HAS BEEN BUILT UP AND MARK WAS
 SM1152'FOUND LYING IN THE FENCE LINE.  UNDERGROUND MARK WAS NOT FOUND.
 SM1152'
 SM1152'REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 SM1152'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1732 ***********************************************************************
 SN1732  DESIGNATION -  MINE
 SN1732  PID         -  SN1732
 SN1732  STATE/COUNTY-  ND/MERCER
 SN1732  USGS QUAD   -  ZAP (1969)
 SN1732
 SN1732                         *CURRENT SURVEY CONTROL
 SN1732  ___________________________________________________________________
 SN1732* NAD 83(1996)-  47 15 20.95495(N)    101 54 00.57997(W)     ADJUSTED  
 SN1732* NAVD 88     -       612.58   (+/-2cm)    2009.8    (feet)  VERTCON   
 SN1732  ___________________________________________________________________
 SN1732  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 SN1732  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 SN1732
 SN1732  HORZ ORDER  -  SECOND
 SN1732  VERT ORDER  -  THIRD ? (See Below)
 SN1732
 SN1732.The horizontal coordinates were established by classical geodetic methods
 SN1732.and adjusted by the National Geodetic Survey in January 1998..
 SN1732
 SN1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1732.The vertical order pertains to the NGVD 29 superseded value.
 SN1732
 SN1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1732
 SN1732.The geoid height was determined by GEOID03.
 SN1732
 SN1732;                    North         East     Units Scale Factor Converg.
 SN1732;SPC ND S     -   177,593.352   494,028.254   MT  0.99996285   -1 01 16.5
 SN1732;SPC ND S     -   582,655.35  1,620,827.60   iFT  0.99996285   -1 01 16.5
 SN1732;UTM  14      - 5,237,673.200   280,575.466   MT  1.00019175   -2 07 50.5
 SN1732
 SN1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1732!SPC ND S     -   0.99990698  x   0.99996285  =   0.99986983
 SN1732!UTM  14      -   0.99990698  x   1.00019175  =   1.00009871
 SN1732
 SN1732:                Primary Azimuth Mark                     Grid Az
 SN1732:SPC ND S     -  BEULAH MUNICIPAL WATER TANK              083 49 48.7
 SN1732:UTM  14      -  BEULAH MUNICIPAL WATER TANK              084 56 22.7
 SN1732
 SN1732|---------------------------------------------------------------------|
 SN1732| PID    Reference Object                     Distance      Geod. Az  |
 SN1732|                                                           dddmmss.s |
 SN1732| SN1727 BEULAH MUNICIPAL WATER TANK         APPROX. 9.2 KM 0824832.2 |
 SN1732| SN1728 BEULAH FARMERS ELEV CUPOLA          APPROX. 9.2 KM 0853620.2 |
 SN1732| CQ8612 MINE RM 1                            16.310 METERS 09946     |
 SN1732| CS9193 MINE RM 2                            17.414 METERS 26212     |
 SN1732| SN1734 MINE AZ MK                          APPROX. 1.6 KM 2693956.7 |
 SN1732| SN1733 WITTENBERG LUTH CHURCH SPIRE        APPROX.13.2 KM 3465717.1 |
 SN1732|---------------------------------------------------------------------|
 SN1732
 SN1732                          SUPERSEDED SURVEY CONTROL
 SN1732
 SN1732  NAD 83(1986)-  47 15 20.95172(N)    101 54 00.57147(W) AD(       ) 2
 SN1732  NAD 27      -  47 15 20.92133(N)    101 53 58.95405(W) AD(       ) 2
 SN1732  NGVD 29 (07/19/86)  612.17   (m)         2008.4    (f) LEVELING    3  
 SN1732
 SN1732.Superseded values are not recommended for survey control.
 SN1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1732.See file dsdata.txt to determine how the superseded data were derived.
 SN1732
 SN1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT8057537673(NAD 83)
 SN1732_MARKER: DS = TRIANGULATION STATION DISK
 SN1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SN1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SN1732+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 SN1732
 SN1732  HISTORY     - Date     Condition        Report By
 SN1732  HISTORY     - 1951     MONUMENTED       CGS
 SN1732  HISTORY     - 1959     GOOD             CGS
 SN1732  HISTORY     - 1967     GOOD             USGS
 SN1732  HISTORY     - 20031002 GOOD             INDIV
 SN1732
 SN1732                          STATION DESCRIPTION
 SN1732
 SN1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SN1732'THE STATION IS LOCATED ON A SECTION LINE ROAD RIGHT-OF-WAY,
 SN1732'ABOUT 3 MILES SOUTHEAST OF ZAP, ABOUT 1 MILE WEST OF A LARGE
 SN1732'STRIP MINE, 28 FEET SOUTH OF CENTER OF TRACK ROAD, AND 10
 SN1732'FEET NORTH OF A WITNESS POST.
 SN1732'
 SN1732'TO REACH THE STATION FROM THE INTERSECTION OF A NORTH-SOUTH
 SN1732'GRAVELED ROAD AND STATE HIGHWAY 25 ABOUT 0.5 MILE SOUTH OF
 SN1732'ZAP, GO SOUTH ON GRAVELED ROAD FOR 1.65 MILES TO A CROSS
 SN1732'ROAD.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 0.1 MILE TO
 SN1732'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.4 MILE TO
 SN1732'THE END OF GRADED ROAD.  CONTINUE EAST ON TRACK ROAD FOR
 SN1732'0.5 MILE TO TOP OF HILL AND STATION ON RIGHT.
 SN1732'
 SN1732'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 SN1732'MINE 1951.
 SN1732'
 SN1732'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A WIRE FENCE.  IT
 SN1732'PROJECTS 5 INCHES, AND THE DISK IS STAMPED MINE NO 1 1951.
 SN1732'
 SN1732'REFERENCE MARK NO. 2 IS 3 FEET NORTH OF A WIRE FENCE.  IT
 SN1732'PROJECTS 4 INCHES, AND THE DISK IS STAMPED MINE NO 2 1951.
 SN1732'
 SN1732'THE AZIMUTH MARK IS 30 FEET SOUTH OF CENTER OF GRADED ROAD,
 SN1732'8 FEET NORTH OF A POWER LINE POLE, AND 1 FOOT NORTH OF A
 SN1732'WIRE FENCE.  IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED MINE
 SN1732'1951.
 SN1732'
 SN1732'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 SN1732'CONCRETE CYLINDERS.
 SN1732
 SN1732                          STATION RECOVERY (1959)
 SN1732
 SN1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 SN1732'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1732'CONDITION.
 SN1732'
 SN1732'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 SN1732
 SN1732                          STATION RECOVERY (1967)
 SN1732
 SN1732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SN1732'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 SN1732'TO REFERENCE MARKS CHECKED.  DESCRIPTION IS ADEQUATE.
 SN1732
 SN1732                          STATION RECOVERY (2003)
 SN1732
 SN1732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 SN1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2004 ***********************************************************************
 TE2004  DESIGNATION -  MINNE
 TE2004  PID         -  TE2004
 TE2004  STATE/COUNTY-  ND/BENSON
 TE2004  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE2004
 TE2004                         *CURRENT SURVEY CONTROL
 TE2004  ___________________________________________________________________
 TE2004* NAD 83(1996)-  48 03 52.55627(N)    099 16 13.55443(W)     ADJUSTED  
 TE2004* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 TE2004  ___________________________________________________________________
 TE2004  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TE2004  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE2004
 TE2004  HORZ ORDER  -  SECOND
 TE2004
 TE2004.The horizontal coordinates were established by classical geodetic methods
 TE2004.and adjusted by the National Geodetic Survey in January 1998..
 TE2004
 TE2004.The orthometric height was scaled from a topographic map.
 TE2004
 TE2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2004
 TE2004.The geoid height was determined by GEOID03.
 TE2004
 TE2004;                    North         East     Units Scale Factor Converg.
 TE2004;SPC ND N     -   119,094.618   691,632.585   MT  0.99993590   +0 54 53.9
 TE2004;SPC ND N     -   390,730.37  2,269,135.78   iFT  0.99993590   +0 54 53.9
 TE2004;UTM  14      - 5,323,515.542   479,852.210   MT  0.99960499   -0 12 04.2
 TE2004
 TE2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2004!SPC ND N     -   0.99993151  x   0.99993590  =   0.99986741
 TE2004!UTM  14      -   0.99993151  x   0.99960499  =   0.99953652
 TE2004
 TE2004:                Primary Azimuth Mark                     Grid Az
 TE2004:SPC ND N     -  MINNEWAUKAN ST JAMES CATH CH             052 16 51.9
 TE2004:UTM  14      -  MINNEWAUKAN ST JAMES CATH CH             053 23 50.0
 TE2004
 TE2004|---------------------------------------------------------------------|
 TE2004| PID    Reference Object                     Distance      Geod. Az  |
 TE2004|                                                           dddmmss.s |
 TE2004| TE2003 MINNEWAUKAN ST JAMES CATH CH        APPROX. 1.8 KM 0531145.8 |
 TE2004| TE2002 MINNEWAUKAN SCHOOL BELFRY           APPROX. 1.3 KM 0540905.2 |
 TE2004| CO7946 MINNE RM 1                           22.867 METERS 08319     |
 TE2004| CO7945 MINNE AZ MK                                        2683907.9 |
 TE2004| CO7947 MINNE RM 2                           28.302 METERS 27530     |
 TE2004|---------------------------------------------------------------------|
 TE2004
 TE2004                          SUPERSEDED SURVEY CONTROL
 TE2004
 TE2004  NAD 83(1986)-  48 03 52.55451(N)    099 16 13.55174(W) AD(       ) 2
 TE2004  NAD 27      -  48 03 52.55800(N)    099 16 12.05500(W) AD(       ) 2
 TE2004
 TE2004.Superseded values are not recommended for survey control.
 TE2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2004.See file dsdata.txt to determine how the superseded data were derived.
 TE2004
 TE2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7985223516(NAD 83)
 TE2004_MARKER: DS = TRIANGULATION STATION DISK
 TE2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2004
 TE2004  HISTORY     - Date     Condition        Report By
 TE2004  HISTORY     - 1946     MONUMENTED       CGS
 TE2004  HISTORY     - 1948     GOOD             CGS
 TE2004
 TE2004                          STATION DESCRIPTION
 TE2004
 TE2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2004'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-SOUTHWEST OF MINNEWAUKAN,
 TE2004'AT THE ENTRANCE TO A CEMETERY, 52 FEET NORTH OF THE APPROXIMATE
 TE2004'CENTERLINE OF STATE HIGHWAY NO. 19, 10 FEET SOUTH OF THE CEMETERY
 TE2004'FENCE AND 5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 TE2004'3 INCHES AND THE DISK IS STAMPED MINNE 1946.
 TE2004'
 TE2004'REFERENCE MARK NO. 1 IS 75.02 FEET EAST OF THE STATION, 61
 TE2004'FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 19,
 TE2004'44 FEET NORTHWEST OF A TELEPHONE POLE AND 2 FEET SOUTHEAST OF
 TE2004'THE SOUTHEAST CORNER OF THE CEMETERY FENCE.  THE MARK PROJECTS
 TE2004'2 INCHES AND THE DISK IS STAMPED MINNE NO 1 1946.
 TE2004'
 TE2004'REFERENCE MARK NO. 2 IS 92.85 FEET WEST OF THE STATION, 61
 TE2004'FEET NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 19,
 TE2004'49 FEET EAST OF THE SOUTHWEST CORNER OF THE CEMETERY FENCE AND
 TE2004'2 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 TE2004'DISK IS STAMPED MINNE NO 2 1946.
 TE2004'
 TE2004'AZIMUTH MARK IS ABOUT 0.8 MILE WEST OF THE STATION.  IT IS ABOUT
 TE2004'150 FEET EAST OF A CROSSROADS, 36 FEET SOUTH OF THE APPROXIMATE
 TE2004'CENTER LINE OF STATE HIGHWAY NO. 19 AND 4.5 FEET EAST OF A
 TE2004'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE2004'MINNE 1946.
 TE2004'
 TE2004'TO REACH FROM THE RAILROAD STATION IN MINNEWAUKAN, GO SOUTH
 TE2004'AND WEST ON STATE HIGHWAY NO. 19 FOR 1.3 MILES TO CEMETERY
 TE2004'ON THE RIGHT AND STATION.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE
 TE2004'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 TE2004'
 TE2004'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 TE2004
 TE2004                          STATION RECOVERY (1948)
 TE2004
 TE2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 TE2004'THE STATION AND REFERENCE MARKS WAS RECOVERED AS DESCRIBED,
 TE2004'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN STRUCK BY A GRADER,
 TE2004'IN HIGHWAY CONSTRUCTION, AND FOUND OUT OF POSITION.  A NEW
 TE2004'STATION, MINNE-2 1948, WAS ESTABLISHED AND ALL THE ABOVE MARKS
 TE2004'MOVED TO NEW POSITIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2005 ***********************************************************************
 TE2005  DESIGNATION -  MINNE 2
 TE2005  PID         -  TE2005
 TE2005  STATE/COUNTY-  ND/BENSON
 TE2005  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE2005
 TE2005                         *CURRENT SURVEY CONTROL
 TE2005  ___________________________________________________________________
 TE2005* NAD 83(1996)-  48 03 52.68539(N)    099 16 13.54593(W)     ADJUSTED  
 TE2005* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 TE2005  ___________________________________________________________________
 TE2005  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TE2005  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE2005
 TE2005  HORZ ORDER  -  THIRD
 TE2005
 TE2005.The horizontal coordinates were established by classical geodetic methods
 TE2005.and adjusted by the National Geodetic Survey in January 1998..
 TE2005.No horizontal observational check was made to the station.
 TE2005
 TE2005.The orthometric height was scaled from a topographic map.
 TE2005
 TE2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2005
 TE2005.The geoid height was determined by GEOID03.
 TE2005
 TE2005;                    North         East     Units Scale Factor Converg.
 TE2005;SPC ND N     -   119,098.609   691,632.697   MT  0.99993590   +0 54 53.9
 TE2005;SPC ND N     -   390,743.47  2,269,136.15   iFT  0.99993590   +0 54 53.9
 TE2005;UTM  14      - 5,323,519.528   479,852.400   MT  0.99960499   -0 12 04.2
 TE2005
 TE2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2005!SPC ND N     -   0.99993151  x   0.99993590  =   0.99986741
 TE2005!UTM  14      -   0.99993151  x   0.99960499  =   0.99953652
 TE2005
 TE2005:                Primary Azimuth Mark                     Grid Az
 TE2005:SPC ND N     -  MINNEWAUKAN ST JAMES CATH CH             052 22 45.7
 TE2005:UTM  14      -  MINNEWAUKAN ST JAMES CATH CH             053 29 43.8
 TE2005
 TE2005|---------------------------------------------------------------------|
 TE2005| PID    Reference Object                     Distance      Geod. Az  |
 TE2005|                                                           dddmmss.s |
 TE2005| TE2003 MINNEWAUKAN ST JAMES CATH CH        APPROX. 1.8 KM 0531739.6 |
 TE2005| TE2002 MINNEWAUKAN SCHOOL BELFRY           APPROX. 1.3 KM 0541721.8 |
 TE2005| TE1989 MINNEWAUKAN BENSON CO CH DOME       APPROX. 1.6 KM 0713948.9 |
 TE2005| CO7949 MINNE 2 RM 3                         22.590 METERS 09319     |
 TE2005| TE2004 MINNE                                 3.992 METERS 18232     |
 TE2005| CO7950 MINNE 2 RM 4                         28.398 METERS 26727     |
 TE2005| CO7948 MINNE 2 AZ MK                                      2695130.7 |
 TE2005| CO7951 MINNE 3 AZ MK                                      2703019.2 |
 TE2005| TE1645 MINNE 3                              37.837 METERS 34550     |
 TE2005|---------------------------------------------------------------------|
 TE2005
 TE2005                          SUPERSEDED SURVEY CONTROL
 TE2005
 TE2005  NAD 83(1986)-  48 03 52.68347(N)    099 16 13.54325(W) AD(       ) 3
 TE2005  NAD 27      -  48 03 52.68700(N)    099 16 12.04600(W) AD(       ) 3
 TE2005
 TE2005.Superseded values are not recommended for survey control.
 TE2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2005.See file dsdata.txt to determine how the superseded data were derived.
 TE2005
 TE2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7985223520(NAD 83)
 TE2005_MARKER: DS = TRIANGULATION STATION DISK
 TE2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2005
 TE2005  HISTORY     - Date     Condition        Report By
 TE2005  HISTORY     - 1948     MONUMENTED       CGS
 TE2005  HISTORY     - 1960     GOOD             CGS
 TE2005
 TE2005                          STATION DESCRIPTION
 TE2005
 TE2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (CAS)
 TE2005'STATION IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF MINNEWAUKAN,
 TE2005'ON THE NORTH BANK OF A CUT FOR HIGHWAY NO. 19.  ABOUT 25 FEET
 TE2005'WEST OF THE ENTRANCE TO A CEMETERY AND 3 FEET NORTH OF THE
 TE2005'CEMETERY FENCE.  ON THE CEMETERY PROPERTY.  IT IS ABOUT 65
 TE2005'FEET NORTH OF THE C/L OF THE HIGHWAY.  3 FEET EAST N.E. OF A
 TE2005'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TE2005'STAMPED MINNE-2 1948.
 TE2005'
 TE2005'R.M. NO. 3 IS THE 1946 LOCATION.  AT THE SOUTHEAST CORNER OF THE
 TE2005'CEMETERY FENCE.  2 FEET OUTSIDE THE FENCE.  61 FEET NORTH OF THE
 TE2005'C/L OF THE HIGHWAY.  RESTAMPED MINNE-2 1948.  MARK PROJECTS
 TE2005'2 INCHES.  R.M. NO. 4 IS 1946 LOCATION.  2 FEET SOUTH OF THE FENCE
 TE2005'LINE.  49 FEET EAST OF THE SOUTHWEST CORNER OF THE CEMETERY.
 TE2005'61 FEET NORTH OF THE C/L OF THE HIGHWAY.  MARK PROJECTS 2
 TE2005'INCHES.  RESTAMPED MINNE-2 NO. 4 1948.
 TE2005'
 TE2005'AZIMUTH MARK 1948, IS LOCATED ABOUT 0.8 MILE WEST OF THE STATION
 TE2005'AT THE FIRST CROSS ROADS.  53 FEET NORTH OF THE CENTER LINE
 TE2005'OF HIGHWAY NO. 19.  30 PACES EAST OF THE CENTER LINE OF THE
 TE2005'NORTH AND SOUTH ROAD.  4-1/2 FEET NORTH OF TELEPHONE POLE NO. 6
 TE2005'AND 3 FEET NORTHEAST OF A 4 X 4 INCH MARKER POST.  THE MARK
 TE2005'PROJECTS ABOUT 3.0 INCHES.
 TE2005'
 TE2005'IT IS THE ORIGINAL 1946 MARK, RESTAMPED MINNE-2 1948, MOVED
 TE2005'TO NEW LOCATION AND RESET.
 TE2005
 TE2005                          STATION RECOVERY (1960)
 TE2005
 TE2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TE2005'STATION RECOVERED AND ALL MARKS, WITH THE EXCEPTION OF R.M. NO. 4,
 TE2005'FOUND IN GOOD CONDITION.  R.M. NO. 4 WAS FOUND LYING ON TOP OF
 TE2005'THE GROUND.
 TE2005'
 TE2005'A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY DEPARTMENT TO
 TE2005'MOVE ALL MARKS AT THIS STATION AS THEY WERE IN THE WAY OF
 TE2005'HIGHWAY IMPROVEMENT.  A NEW STATION, MINNE 3, WAS ESTABLISHED
 TE2005'124.124 FEET NORTH-NORTHWEST OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1645 ***********************************************************************
 TE1645  DESIGNATION -  MINNE 3
 TE1645  PID         -  TE1645
 TE1645  STATE/COUNTY-  ND/BENSON
 TE1645  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1645
 TE1645                         *CURRENT SURVEY CONTROL
 TE1645  ___________________________________________________________________
 TE1645* NAD 83(1996)-  48 03 53.87318(N)    099 16 13.99323(W)     ADJUSTED  
 TE1645* NAVD 88     -       459.206  (meters)    1506.58   (feet)  ADJUSTED  
 TE1645  ___________________________________________________________________
 TE1645  X           -    -687,985.388 (meters)                     COMP
 TE1645  Y           -  -4,214,857.918 (meters)                     COMP
 TE1645  Z           -   4,722,031.007 (meters)                     COMP
 TE1645  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TE1645  ELLIP HEIGHT-         435.89  (meters)          (01/23/98) GPS OBS
 TE1645  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE1645  DYNAMIC HT  -         459.275 (meters)    1506.80  (feet)  COMP
 TE1645  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 TE1645
 TE1645  HORZ ORDER  -  THIRD
 TE1645  VERT ORDER  -  FIRST     CLASS II
 TE1645  ELLP ORDER  -  FOURTH    CLASS I
 TE1645
 TE1645.The horizontal coordinates were established by classical geodetic methods
 TE1645.and adjusted by the National Geodetic Survey in January 1998..
 TE1645.No horizontal observational check was made to the station.
 TE1645
 TE1645.The orthometric height was determined by differential leveling
 TE1645.and adjusted by the National Geodetic Survey in June 1991..
 TE1645
 TE1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TE1645
 TE1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1645
 TE1645.The ellipsoidal height was determined by GPS observations
 TE1645.and is referenced to NAD 83.
 TE1645
 TE1645.The geoid height was determined by GEOID03.
 TE1645
 TE1645.The dynamic height is computed by dividing the NAVD 88
 TE1645.geopotential number by the normal gravity value computed on the
 TE1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1645.degrees latitude (g = 980.6199 gals.).
 TE1645
 TE1645.The modeled gravity was interpolated from observed gravity values.
 TE1645
 TE1645;                    North         East     Units Scale Factor Converg.
 TE1645;SPC ND N     -   119,135.140   691,622.853   MT  0.99993590   +0 54 53.5
 TE1645;SPC ND N     -   390,863.32  2,269,103.85   iFT  0.99993590   +0 54 53.5
 TE1645;UTM  14      - 5,323,556.233   479,843.272   MT  0.99960499   -0 12 04.6
 TE1645
 TE1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1645!SPC ND N     -   0.99993169  x   0.99993590  =   0.99986759
 TE1645!UTM  14      -   0.99993169  x   0.99960499  =   0.99953670
 TE1645
 TE1645:                Primary Azimuth Mark                     Grid Az
 TE1645:SPC ND N     -  MINNEWAUKAN BENSON CO CH DOME            072 07 20.3
 TE1645:UTM  14      -  MINNEWAUKAN BENSON CO CH DOME            073 14 18.4
 TE1645
 TE1645|---------------------------------------------------------------------|
 TE1645| PID    Reference Object                     Distance      Geod. Az  |
 TE1645|                                                           dddmmss.s |
 TE1645| TE1989 MINNEWAUKAN BENSON CO CH DOME       APPROX. 1.6 KM 0730213.8 |
 TE1645| TE1646 MINNE 3 RM 5                         31.172 METERS 08826     |
 TE1645| TE2005 MINNE 2                              37.837 METERS 16550     |
 TE1645| CO7948 MINNE 2 AZ MK                                      2680116.9 |
 TE1645| CO7951 MINNE 3 AZ MK                                      2684006.9 |
 TE1645| TE1647 MINNE 3 RM 6                         31.253 METERS 27120     |
 TE1645|---------------------------------------------------------------------|
 TE1645
 TE1645                          SUPERSEDED SURVEY CONTROL
 TE1645
 TE1645  NAD 83(1986)-  48 03 53.87100(N)    099 16 13.99046(W) AD(       ) 3
 TE1645  NAD 27      -  48 03 53.87460(N)    099 16 12.49330(W) AD(       ) 3
 TE1645  NGVD 29 (04/23/90)  458.838  (m)         1505.37   (f) ADJUSTED    1 2
 TE1645
 TE1645.Superseded values are not recommended for survey control.
 TE1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1645.See file dsdata.txt to determine how the superseded data were derived.
 TE1645
 TE1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7984323556(NAD 83)
 TE1645_MARKER: DS = TRIANGULATION STATION DISK
 TE1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1645_SP_SET: CONCRETE POST
 TE1645_STAMPING: MINNE 3 1960
 TE1645_MARK LOGO: CGS   
 TE1645_PROJECTION: FLUSH
 TE1645_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1645+STABILITY: SURFACE MOTION
 TE1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1645+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1991
 TE1645
 TE1645  HISTORY     - Date     Condition        Report By
 TE1645  HISTORY     - 1960     MONUMENTED       CGS
 TE1645  HISTORY     - 1982     GOOD             NGS
 TE1645  HISTORY     - 19910805 GOOD             NGS
 TE1645
 TE1645                          STATION DESCRIPTION
 TE1645
 TE1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TE1645'THE STATION IS LOCATED ABOUT 1.0 MILE WEST-SOUTHWEST OF MINNEWAUKAN,
 TE1645'NEAR THE CENTER OF THE SOUTH SIDE OF A CEMETERY AND 121 FEET
 TE1645'NORTH OF THE CENTERLINE OF STATE HIGHWAY 19.  THE STATION MARK
 TE1645'WAS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 TE1645'STAMPED MINNE 3 1960.
 TE1645'
 TE1645'R.M. NO. 5 IS ABOUT DUE EAST OF THE STATION, 122 FEET NORTH OF
 TE1645'THE CENTERLINE OF STATE HIGHWAY 19 AND 1 FOOT WEST OF THE FENCE
 TE1645'AT THE EAST SIDE OF THE CEMETERY.  THE MARK PROJECTS ABOUT
 TE1645'2 INCHES AND THE DISK IS STAMPED MINNE 3 NO 5 1960.
 TE1645'
 TE1645'R.M. NO. 6 IS ABOUT DUE WEST OF THE STATION, ABOUT 122 FEET
 TE1645'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE
 TE1645'FENCE AT THE WEST SIDE OF THE CEMETERY.  THE MARK IS ABOUT FLUSH
 TE1645'WITH THE GROUND AND THE DISK IS STAMPED MINNE 3 NO 6 1960.
 TE1645'
 TE1645'THE AZIMUTH MARK IS ABOUT 0.75 MILE WEST OF THE STATION, 103 FEET
 TE1645'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 99 FEET NORTH OF THE
 TE1645'CENTERLINE OF STATE HIGHWAY 19 AND 1-1/2 FEET WEST OF A WITNESS
 TE1645'POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 TE1645'MINNE 3 1960.
 TE1645'
 TE1645'TO REACH THE STATION FROM MINNEWAUKAN, FROM THE RAILROAD STATION,
 TE1645'GO SOUTH THEN WEST ON STATE HIGHWAY 19 FOR A TOTAL DISTANCE
 TE1645'OF 1.3 MILES TO A CEMETERY ON RIGHT AND STATION NEAR CENTER OF
 TE1645'SOUTH SIDE.  TO REACH THE AZIMUTH MARK CONTINUE WEST FOR 0.75
 TE1645'MILE TO CROSSROADS AND MARK IN NORTHEAST ANGLE.
 TE1645
 TE1645                          STATION RECOVERY (1982)
 TE1645
 TE1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1645'1.8 KM (1.1 MI) WEST FROM MINNEWAUKAN.
 TE1645'1.8 KM (1.1 MI) WEST ALONG STATE ROUTE 19 WEST FROM THE JUNCTION OF
 TE1645'U.S. HIGHWAY 281 AT THE SOUTH EDGE OF MINNEWAUKAN, NEAR THE ENTRANCE
 TE1645'TO THE MINNEWAUKAN CEMETERY, 36.9 METERS (121.0 FT) NORTH OF THE
 TE1645'CENTERLINE OF THE HIGHWAY, AND 1.5 METERS (5.0 FT) EAST OF THE NORTH
 TE1645'LEG OF A CEMETERY SIGN.
 TE1645'THE MARK IS 1.8 M ABOVE HIGHWAY.
 TE1645
 TE1645                          STATION RECOVERY (1991)
 TE1645
 TE1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TE1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1646 ***********************************************************************
 TE1646  DESIGNATION -  MINNE 3 RM 5
 TE1646  PID         -  TE1646
 TE1646  STATE/COUNTY-  ND/BENSON
 TE1646  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1646
 TE1646                         *CURRENT SURVEY CONTROL
 TE1646  ___________________________________________________________________
 TE1646* NAD 83(1986)-  48 03 54.     (N)    099 16 13.     (W)     SCALED    
 TE1646* NAVD 88     -       459.470  (meters)    1507.44   (feet)  ADJUSTED  
 TE1646  ___________________________________________________________________
 TE1646  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE1646  DYNAMIC HT  -         459.539 (meters)    1507.67  (feet)  COMP
 TE1646  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 TE1646
 TE1646  VERT ORDER  -  FIRST     CLASS II
 TE1646
 TE1646.The horizontal coordinates were scaled from a topographic map and have
 TE1646.an estimated accuracy of +/- 6 seconds.
 TE1646
 TE1646.The orthometric height was determined by differential leveling
 TE1646.and adjusted by the National Geodetic Survey in June 1991..
 TE1646
 TE1646.The geoid height was determined by GEOID03.
 TE1646
 TE1646.The dynamic height is computed by dividing the NAVD 88
 TE1646.geopotential number by the normal gravity value computed on the
 TE1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1646.degrees latitude (g = 980.6199 gals.).
 TE1646
 TE1646.The modeled gravity was interpolated from observed gravity values.
 TE1646
 TE1646;                    North         East    Units  Estimated Accuracy
 TE1646;SPC ND N     -   119,140.      691,640.      MT  (+/- 180 meters Scaled)
 TE1646
 TE1646                          SUPERSEDED SURVEY CONTROL
 TE1646
 TE1646  NGVD 29 (04/23/90)  459.102  (m)         1506.24   (f) ADJUSTED    1 2
 TE1646
 TE1646.Superseded values are not recommended for survey control.
 TE1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1646.See file dsdata.txt to determine how the superseded data were derived.
 TE1646
 TE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU798235(NAD 83)
 TE1646_MARKER: DR = REFERENCE MARK DISK
 TE1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1646_SP_SET: CONCRETE POST
 TE1646_STAMPING: MINNE 3 NO 5 1960
 TE1646_MARK LOGO: CGS   
 TE1646_PROJECTION: FLUSH
 TE1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1646+STABILITY: SURFACE MOTION
 TE1646
 TE1646  HISTORY     - Date     Condition        Report By
 TE1646  HISTORY     - 1960     MONUMENTED       CGS
 TE1646  HISTORY     - 1982     GOOD             NGS
 TE1646
 TE1646                          STATION DESCRIPTION
 TE1646
 TE1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1646'1.8 KM (1.1 MI) WEST FROM MINNEWAUKAN.
 TE1646'1.8 KM (1.1 MI) WEST ALONG STATE ROUTE 19 WEST FROM THE JUNCTION OF
 TE1646'U.S. HIGHWAY 281 AT THE SOUTH EDGE OF MINNEWAUKAN, NEAR THE ENTRANCE
 TE1646'TO THE MINNEWAUKAN CEMETERY, 37.2 METERS (122.0 FT) NORTH OF THE
 TE1646'CENTERLINE OF THE HIGHWAY, 6.4 METERS (21.0 FT) EAST OF THE CENTER OF
 TE1646'THE EAST ENTRANCE DRIVE OF CEMETERY, AND 0.3 METER (1.0 FT) WEST OF A
 TE1646'FENCE LINE.
 TE1646'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1647 ***********************************************************************
 TE1647  DESIGNATION -  MINNE 3 RM 6
 TE1647  PID         -  TE1647
 TE1647  STATE/COUNTY-  ND/BENSON
 TE1647  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE1647
 TE1647                         *CURRENT SURVEY CONTROL
 TE1647  ___________________________________________________________________
 TE1647* NAD 83(1986)-  48 03 54.     (N)    099 16 13.     (W)     SCALED    
 TE1647* NAVD 88     -       458.918  (meters)    1505.63   (feet)  ADJUSTED  
 TE1647  ___________________________________________________________________
 TE1647  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 TE1647  DYNAMIC HT  -         458.988 (meters)    1505.86  (feet)  COMP
 TE1647  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 TE1647
 TE1647  VERT ORDER  -  FIRST     CLASS II
 TE1647
 TE1647.The horizontal coordinates were scaled from a topographic map and have
 TE1647.an estimated accuracy of +/- 6 seconds.
 TE1647
 TE1647.The orthometric height was determined by differential leveling
 TE1647.and adjusted by the National Geodetic Survey in June 1991..
 TE1647
 TE1647.The geoid height was determined by GEOID03.
 TE1647
 TE1647.The dynamic height is computed by dividing the NAVD 88
 TE1647.geopotential number by the normal gravity value computed on the
 TE1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1647.degrees latitude (g = 980.6199 gals.).
 TE1647
 TE1647.The modeled gravity was interpolated from observed gravity values.
 TE1647
 TE1647;                    North         East    Units  Estimated Accuracy
 TE1647;SPC ND N     -   119,140.      691,640.      MT  (+/- 180 meters Scaled)
 TE1647
 TE1647                          SUPERSEDED SURVEY CONTROL
 TE1647
 TE1647  NGVD 29 (04/23/90)  458.551  (m)         1504.43   (f) ADJUSTED    1 2
 TE1647
 TE1647.Superseded values are not recommended for survey control.
 TE1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1647.See file dsdata.txt to determine how the superseded data were derived.
 TE1647
 TE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU798235(NAD 83)
 TE1647_MARKER: DR = REFERENCE MARK DISK
 TE1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1647_SP_SET: CONCRETE POST
 TE1647_STAMPING: MINNE 3 NO 6 1960
 TE1647_MARK LOGO: CGS   
 TE1647_PROJECTION: RECESSED 12 CENTIMETERS
 TE1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1647+STABILITY: SURFACE MOTION
 TE1647
 TE1647  HISTORY     - Date     Condition        Report By
 TE1647  HISTORY     - 1960     MONUMENTED       CGS
 TE1647  HISTORY     - 1982     GOOD             NGS
 TE1647
 TE1647                          STATION DESCRIPTION
 TE1647
 TE1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1647'1.8 KM (1.1 MI) WEST FROM MINNEWAUKAN.
 TE1647'1.8 KM (1.1 MI) WEST ALONG STATE ROUTE 19 WEST FROM THE JUNCTION OF
 TE1647'U.S. HIGHWAY 281 AT THE SOUTH EDGE OF MINNEWAUKAN, NEAR THE ENTRANCE
 TE1647'TO THE MINNEWAUKAN CEMETERY, 37.2 METERS (122.0 FT) NORTH OF THE
 TE1647'CENTERLINE OF THE HIGHWAY, 3.7 METERS (12.0 FT) WEST OF THE CENTER OF
 TE1647'THE WEST ENTRANCE DRIVE TO CEMETERY, AND 0.3 METER (1.0 FT) EAST OF A
 TE1647'CORNER FENCE POST.
 TE1647'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1989 ***********************************************************************
 TE1989  DESIGNATION -  MINNEWAUKAN BENSON CO CH DOME
 TE1989  PID         -  TE1989
 TE1989  STATE/COUNTY-  ND/BENSON
 TE1989  USGS QUAD   -  MINNEWAUKAN EAST (1994)
 TE1989
 TE1989                         *CURRENT SURVEY CONTROL
 TE1989  ___________________________________________________________________
 TE1989* NAD 83(1996)-  48 04 08.73645(N)    099 15 01.25936(W)     ADJUSTED  
 TE1989* NAVD 88     -                                                        
 TE1989  ___________________________________________________________________
 TE1989  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 TE1989  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1989
 TE1989  HORZ ORDER  -  THIRD
 TE1989
 TE1989.The horizontal coordinates were established by classical geodetic methods
 TE1989.and adjusted by the National Geodetic Survey in January 1998..
 TE1989
 TE1989
 TE1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1989
 TE1989.The geoid height was determined by GEOID03.
 TE1989
 TE1989;                    North         East     Units Scale Factor Converg.
 TE1989;SPC ND N     -   119,618.365   693,120.937   MT  0.99993588   +0 55 47.7
 TE1989;SPC ND N     -   392,448.70  2,274,018.82   iFT  0.99993588   +0 55 47.7
 TE1989;UTM  14      - 5,324,010.034   481,349.985   MT  0.99960427   -0 11 10.5
 TE1989
 TE1989                          SUPERSEDED SURVEY CONTROL
 TE1989
 TE1989  NAD 83(1986)-  48 04 08.73468(N)    099 15 01.25711(W) AD(       ) 4
 TE1989  NAD 27      -  48 04 08.73800(N)    099 14 59.76000(W) AD(       ) 3
 TE1989
 TE1989.Superseded values are not recommended for survey control.
 TE1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1989.See file dsdata.txt to determine how the superseded data were derived.
 TE1989
 TE1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8135024010(NAD 83)
 TE1989_MARKER: 62 = FLAGPOLE
 TE1989
 TE1989  HISTORY     - Date     Condition        Report By
 TE1989  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1989  HISTORY     - 1967     GOOD             CGS
 TE1989
 TE1989                          STATION DESCRIPTION
 TE1989
 TE1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1989'THE COURT HOUSE IS LOCATED IN THE SOUTH SIDE OF MINNEWAUKAN,
 TE1989'2-1/2 BLOCKS SOUTH OF THE MAIN STREET AND THE INTERSECTION
 TE1989'OF U.S. HIGHWAY NO. 281 AND STATE HIGHWAY NO. 19.  IT IS A
 TE1989'3 STORY BUILDING OF TAN BRICK CONSTRUCTION WITH A GRAY ROOF.
 TE1989'IT IS 80 FEET LONG AND 60 FEET WIDE WITH THE DOME OVER THE
 TE1989'ENTRANCE AT THE NORTH SIDE OF THE BUILDING.
 TE1989'
 TE1989'THE POINT INTERSECTED WAS THE BASE OF THE FLAGPOLE ON THE DOME.
 TE1989
 TE1989                          STATION RECOVERY (1967)
 TE1989
 TE1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1989'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1991 ***********************************************************************
 TE1991  DESIGNATION -  MINNEWAUKAN MUNICIPAL TANK
 TE1991  PID         -  TE1991
 TE1991  STATE/COUNTY-  ND/BENSON
 TE1991  USGS QUAD   -  MINNEWAUKAN EAST (1994)
 TE1991
 TE1991                         *CURRENT SURVEY CONTROL
 TE1991  ___________________________________________________________________
 TE1991* NAD 83(1996)-  48 04 18.44714(N)    099 14 45.11046(W)     ADJUSTED  
 TE1991* NAVD 88     -                                                        
 TE1991  ___________________________________________________________________
 TE1991  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 TE1991  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 TE1991
 TE1991  HORZ ORDER  -  THIRD
 TE1991
 TE1991.The horizontal coordinates were established by classical geodetic methods
 TE1991.and adjusted by the National Geodetic Survey in January 1998..
 TE1991
 TE1991
 TE1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1991
 TE1991.The geoid height was determined by GEOID03.
 TE1991
 TE1991;                    North         East     Units Scale Factor Converg.
 TE1991;SPC ND N     -   119,923.671   693,450.294   MT  0.99993587   +0 55 59.7
 TE1991;SPC ND N     -   393,450.36  2,275,099.39   iFT  0.99993587   +0 55 59.7
 TE1991;UTM  14      - 5,324,308.767   481,685.116   MT  0.99960412   -0 10 58.5
 TE1991
 TE1991                          SUPERSEDED SURVEY CONTROL
 TE1991
 TE1991  NAD 83(1986)-  48 04 18.44641(N)    099 14 45.10936(W) AD(       ) 4
 TE1991  NAD 27      -  48 04 18.44512(N)    099 14 43.61538(W) AD(       ) 3
 TE1991
 TE1991.Superseded values are not recommended for survey control.
 TE1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1991.See file dsdata.txt to determine how the superseded data were derived.
 TE1991
 TE1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8168524309(NAD 83)
 TE1991_MARKER: 53 = ELEVATED TANK
 TE1991
 TE1991  HISTORY     - Date     Condition        Report By
 TE1991  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1991
 TE1991                          STATION DESCRIPTION
 TE1991
 TE1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TE1991'STATION IS LOCATED AT THE EAST EDGE OF THE TOWN OF MINNEWAUKAN.
 TE1991'
 TE1991'STATION IS A STEEL TANK WHICH IS APPROXIMATELY 110 FEET IN
 TE1991'HEIGHT, HAS A CONICAL SHAPED ROOF WITH A RED LIGHT MOUNTED ON TOP.
 TE1991'
 TE1991'THE TANK IS PAINTED SILVER AND IS SUPPORTED BY 4-STEEL CHANNEL
 TE1991'LEGS.
 TE1991'
 TE1991'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2002 ***********************************************************************
 TE2002  DESIGNATION -  MINNEWAUKAN SCHOOL BELFRY
 TE2002  PID         -  TE2002
 TE2002  STATE/COUNTY-  ND/BENSON
 TE2002  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE2002
 TE2002                         *CURRENT SURVEY CONTROL
 TE2002  ___________________________________________________________________
 TE2002* NAD 83(1996)-  48 04 17.24834(N)    099 15 22.55633(W)     ADJUSTED  
 TE2002* NAVD 88     -                                                        
 TE2002  ___________________________________________________________________
 TE2002  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 TE2002  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 TE2002
 TE2002  HORZ ORDER  -  THIRD
 TE2002
 TE2002.The horizontal coordinates were established by classical geodetic methods
 TE2002.and adjusted by the National Geodetic Survey in January 1998..
 TE2002
 TE2002
 TE2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2002
 TE2002.The geoid height was determined by GEOID03.
 TE2002
 TE2002;                    North         East     Units Scale Factor Converg.
 TE2002;SPC ND N     -   119,874.079   692,675.896   MT  0.99993587   +0 55 31.8
 TE2002;SPC ND N     -   393,287.66  2,272,558.71   iFT  0.99993587   +0 55 31.8
 TE2002;UTM  14      - 5,324,274.281   480,910.156   MT  0.99960448   -0 11 26.4
 TE2002
 TE2002                          SUPERSEDED SURVEY CONTROL
 TE2002
 TE2002  NAD 83(1986)-  48 04 17.24652(N)    099 15 22.55366(W) AD(       ) 4
 TE2002  NAD 27      -  48 04 17.24900(N)    099 15 21.05600(W) AD(       ) 3
 TE2002
 TE2002.Superseded values are not recommended for survey control.
 TE2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2002.See file dsdata.txt to determine how the superseded data were derived.
 TE2002
 TE2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8091024274(NAD 83)
 TE2002_MARKER: 62 = FLAGPOLE
 TE2002
 TE2002  HISTORY     - Date     Condition        Report By
 TE2002  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2002
 TE2002                          STATION DESCRIPTION
 TE2002
 TE2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2002'THE SCHOOL IS LOCATED IN THE WEST EDGE OF MINNEWAUKAN, 2-1/2
 TE2002'BLOCKS WEST OF THE RAILROAD STATION.  THE BUILDING IS OF RED
 TE2002'BRICK CONSTRUCTION, IT IS ABOUT 60 FEET SQUARE WITH THE BELFRY
 TE2002'ON THE SOUTHEAST CORNER OF THE BUILDING.
 TE2002'
 TE2002'THE POINT INTERSECTED WAS THE BASE OF THE FLAGPOLE ON THE
 TE2002'BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2003 ***********************************************************************
 TE2003  DESIGNATION -  MINNEWAUKAN ST JAMES CATH CH
 TE2003  PID         -  TE2003
 TE2003  STATE/COUNTY-  ND/BENSON
 TE2003  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE2003
 TE2003                         *CURRENT SURVEY CONTROL
 TE2003  ___________________________________________________________________
 TE2003* NAD 83(1996)-  48 04 27.51666(N)    099 15 03.82111(W)     ADJUSTED  
 TE2003* NAVD 88     -                                                        
 TE2003  ___________________________________________________________________
 TE2003  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TE2003  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE2003
 TE2003  HORZ ORDER  -  THIRD
 TE2003
 TE2003.The horizontal coordinates were established by classical geodetic methods
 TE2003.and adjusted by the National Geodetic Survey in January 1998..
 TE2003
 TE2003
 TE2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2003
 TE2003.The geoid height was determined by GEOID03.
 TE2003
 TE2003;                    North         East     Units Scale Factor Converg.
 TE2003;SPC ND N     -   120,197.448   693,058.507   MT  0.99993586   +0 55 45.8
 TE2003;SPC ND N     -   394,348.58  2,273,814.00   iFT  0.99993586   +0 55 45.8
 TE2003;UTM  14      - 5,324,590.031   481,298.864   MT  0.99960430   -0 11 12.5
 TE2003
 TE2003                          SUPERSEDED SURVEY CONTROL
 TE2003
 TE2003  NAD 83(1986)-  48 04 27.51487(N)    099 15 03.81850(W) AD(       ) 4
 TE2003  NAD 27      -  48 04 27.52200(N)    099 15 02.31900(W) AD(       ) 3
 TE2003
 TE2003.Superseded values are not recommended for survey control.
 TE2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2003.See file dsdata.txt to determine how the superseded data were derived.
 TE2003
 TE2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8129924590(NAD 83)
 TE2003_MARKER: 91 = CHURCH CROSS
 TE2003
 TE2003  HISTORY     - Date     Condition        Report By
 TE2003  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2003
 TE2003                          STATION DESCRIPTION
 TE2003
 TE2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2003'THE STATION IS LOCATED IN MINNEWAUKAN.  IT IS A WHITE FRAME
 TE2003'BUILDING WITH A GREEN ROOF AND ABOUT 40 FEET SQUARE.  THE
 TE2003'STEEPLE IS ABOUT 50 FEET HIGH WITH A CROSS ON TOP.  THE POINT
 TE2003'INTERSECTED WAS THE HIGHEST PART OF CROSS.
 TE2003'
 TE2003'TO REACH FROM THE POST OFFICE IN MINNEWAUKAN GO EAST 3/4 BLOCK,
 TE2003'TURN LEFT OR NORTH AND GO 2-1/2 BLOCKS TO THE CHURCH.  IT
 TE2003'FACES THE EAST AND IS 75 FEET WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI1073 ***********************************************************************
 DI1073  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1073  DESIGNATION -  MINOT AFB BASE CORS ARP
 DI1073  CORS_ID     -  NDMB
 DI1073  PID         -  DI1073
 DI1073  STATE/COUNTY-  ND/WARD
 DI1073  USGS QUAD   -  BURLINGTON NE (1979)
 DI1073
 DI1073                         *CURRENT SURVEY CONTROL
 DI1073  ___________________________________________________________________
 DI1073* NAD 83(CORS)-  48 24 58.09736(N)    101 19 48.59558(W)     ADJUSTED  
 DI1073* NAVD 88     -                                                        
 DI1073  ___________________________________________________________________
 DI1073  EPOCH DATE  -        2002.00
 DI1073  X           -    -833,302.775 (meters)                     COMP
 DI1073  Y           -  -4,158,876.452 (meters)                     COMP
 DI1073  Z           -   4,748,073.471 (meters)                     COMP
 DI1073  ELLIP HEIGHT-         481.47  (meters)          (08/??/06) GPS OBS
 DI1073  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 DI1073
 DI1073  HORZ ORDER  -  SPECIAL (CORS)
 DI1073  ELLP ORDER  -  SPECIAL (CORS)
 DI1073
 DI1073.ITRF positions are available for this station.
 DI1073.The coordinates were established by GPS observations
 DI1073.and adjusted by the National Geodetic Survey in August 2006..
 DI1073.The coordinates are valid at the epoch date displayed above.
 DI1073.The epoch date for horizontal control is a decimal equivalence
 DI1073.of Year/Month/Day.
 DI1073
 DI1073
 DI1073.The PID for the CORS L1 Phase Center is DI1074.
 DI1073
 DI1073.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1073
 DI1073.The ellipsoidal height was determined by GPS observations
 DI1073.and is referenced to NAD 83.
 DI1073
 DI1073.The geoid height was determined by GEOID03.
 DI1073
 DI1073;                    North         East     Units Scale Factor Converg.
 DI1073;SPC ND N     -   157,781.315   538,552.578   MT  0.99995256   -0 37 03.9
 DI1073;SPC ND N     -   517,655.23  1,766,904.78   iFT  0.99995256   -0 37 03.9
 DI1073
 DI1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1073!SPC ND N     -   0.99992455  x   0.99995256  =   0.99987711
 DI1073
 DI1073                          SUPERSEDED SURVEY CONTROL
 DI1073
 DI1073.No superseded survey control is available for this station.
 DI1073
 DI1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2758865177(NAD 83)
 DI1073_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1073
 DI1073                          STATION DESCRIPTION
 DI1073
 DI1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1073'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1073'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1073'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1073'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1073'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI1074 ***********************************************************************
 DI1074  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1074  DESIGNATION -  MINOT AFB BASE CORS L1 PHASE CENTER
 DI1074  CORS_ID     -  NDMB
 DI1074  PID         -  DI1074
 DI1074  STATE/COUNTY-  ND/WARD
 DI1074  USGS QUAD   -  BURLINGTON NE (1979)
 DI1074
 DI1074                         *CURRENT SURVEY CONTROL
 DI1074  ___________________________________________________________________
 DI1074* NAD 83(CORS)-  48 24 58.09737(N)    101 19 48.59555(W)     ADJUSTED  
 DI1074* NAVD 88     -                                                        
 DI1074  ___________________________________________________________________
 DI1074  EPOCH DATE  -        2002.00
 DI1074  X           -    -833,302.784 (meters)                     COMP
 DI1074  Y           -  -4,158,876.497 (meters)                     COMP
 DI1074  Z           -   4,748,073.524 (meters)                     COMP
 DI1074  ELLIP HEIGHT-         481.54  (meters)          (08/??/06) GPS OBS
 DI1074  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 DI1074
 DI1074  HORZ ORDER  -  SPECIAL (CORS)
 DI1074  ELLP ORDER  -  SPECIAL (CORS)
 DI1074
 DI1074.ITRF positions are available for this station.
 DI1074.The coordinates were established by GPS observations
 DI1074.and adjusted by the National Geodetic Survey in August 2006..
 DI1074.The coordinates are valid at the epoch date displayed above.
 DI1074.The epoch date for horizontal control is a decimal equivalence
 DI1074.of Year/Month/Day.
 DI1074
 DI1074
 DI1074.The PID for the CORS ARP is DI1073.
 DI1074
 DI1074.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1074
 DI1074.The ellipsoidal height was determined by GPS observations
 DI1074.and is referenced to NAD 83.
 DI1074
 DI1074.The geoid height was determined by GEOID03.
 DI1074
 DI1074;                    North         East     Units Scale Factor Converg.
 DI1074;SPC ND N     -   157,781.315   538,552.579   MT  0.99995256   -0 37 03.9
 DI1074;SPC ND N     -   517,655.23  1,766,904.79   iFT  0.99995256   -0 37 03.9
 DI1074
 DI1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1074!SPC ND N     -   0.99992454  x   0.99995256  =   0.99987710
 DI1074
 DI1074                          SUPERSEDED SURVEY CONTROL
 DI1074
 DI1074.No superseded survey control is available for this station.
 DI1074
 DI1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2758865177(NAD 83)
 DI1074_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1074
 DI1074                          STATION DESCRIPTION
 DI1074
 DI1074'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1074'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1074'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1074'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1074'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1074'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2179 ***********************************************************************
 TF2179  DESIGNATION -  MINOT AFB E END RUNWAY MK
 TF2179  PID         -  TF2179
 TF2179  STATE/COUNTY-  ND/WARD
 TF2179  USGS QUAD   -  BURLINGTON NE (1979)
 TF2179
 TF2179                         *CURRENT SURVEY CONTROL
 TF2179  ___________________________________________________________________
 TF2179* NAD 83(1996)-  48 24 19.28095(N)    101 20 08.85453(W)     ADJUSTED  
 TF2179* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 TF2179  ___________________________________________________________________
 TF2179  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 TF2179  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 TF2179
 TF2179  HORZ ORDER  -  THIRD
 TF2179
 TF2179.The horizontal coordinates were established by classical geodetic methods
 TF2179.and adjusted by the National Geodetic Survey in January 1998..
 TF2179
 TF2179.The orthometric height was scaled from a topographic map.
 TF2179
 TF2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2179
 TF2179.The geoid height was determined by GEOID03.
 TF2179
 TF2179;                    North         East     Units Scale Factor Converg.
 TF2179;SPC ND N     -   156,586.972   538,123.044   MT  0.99995149   -0 37 19.0
 TF2179;SPC ND N     -   513,736.78  1,765,495.55   iFT  0.99995149   -0 37 19.0
 TF2179;UTM  14      - 5,363,991.295   327,135.308   MT  0.99996716   -1 44 50.2
 TF2179
 TF2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2179!SPC ND N     -   0.99992527  x   0.99995149  =   0.99987676
 TF2179!UTM  14      -   0.99992527  x   0.99996716  =   0.99989243
 TF2179
 TF2179:                Primary Azimuth Mark                     Grid Az
 TF2179:SPC ND N     -  MINOT AFB W END RUNWAY MK                305 44 45.6
 TF2179:UTM  14      -  MINOT AFB W END RUNWAY MK                306 52 16.8
 TF2179
 TF2179|---------------------------------------------------------------------|
 TF2179| PID    Reference Object                     Distance      Geod. Az  |
 TF2179|                                                           dddmmss.s |
 TF2179| TF2197 MINOT AFB W END RUNWAY MK           APPROX. 4.0 KM 3050726.6 |
 TF2179|---------------------------------------------------------------------|
 TF2179
 TF2179                          SUPERSEDED SURVEY CONTROL
 TF2179
 TF2179  NAD 83(1986)-  48 24 19.27982(N)    101 20 08.85237(W) AD(       ) 3
 TF2179  NAD 27      -  48 24 19.22630(N)    101 20 07.30300(W) AD(       ) 3
 TF2179
 TF2179.Superseded values are not recommended for survey control.
 TF2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2179.See file dsdata.txt to determine how the superseded data were derived.
 TF2179
 TF2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2713563991(NAD 83)
 TF2179_MARKER: I = METAL ROD
 TF2179_SETTING: 0 = UNSPECIFIED SETTING
 TF2179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2179
 TF2179  HISTORY     - Date     Condition        Report By
 TF2179  HISTORY     - 1961     MONUMENTED       CGS
 TF2179  HISTORY     - 1983     GOOD             NGS
 TF2179
 TF2179                          STATION DESCRIPTION
 TF2179
 TF2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2179'THE STATION IS ABOUT 11 MILES NORTH OF MINOT, AT THE EAST END
 TF2179'OF THE MINOT A.F.B. RUNWAY.
 TF2179'
 TF2179'TO REACH THE STATION FROM THE CONTROL TOWER FOR THE MINOT A.F.B.
 TF2179'GO SOUTH FOR 0.4 MILE TO THE ACTIVE RUNWAY, TURN LEFT AND GO
 TF2179'EAST FOR 0.25 MILE TO THE EAST END OF THE ACTIVE RUNWAY AND
 TF2179'THE WEST END OF THE EAST OVERRUN AND THE STATION.
 TF2179'
 TF2179'THE STATION IS A LENGTH OF STEEL ROD 1-INCH IN DIAMETER, SET
 TF2179'FLUSH WITH THE RUNWAY.  CENTER PUNCH MARK MARKING THE CENTER,
 TF2179'EMBEDED IN THE RUNWAY AT THE UNION OF THE ACTIVE RUNWAY AND
 TF2179'THE OVERRUN.  IT IS 150 FEET SOUTH OF THE NORTH EDGE OF THE
 TF2179'RUNWAY AND 150 FEET NORTH OF THE SOUTH EDGE OF THE RUNWAY.
 TF2179'
 TF2179'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 TF2179
 TF2179                          STATION RECOVERY (1983)
 TF2179
 TF2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2179'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 TF2179'FOLLOWS.
 TF2179'
 TF2179'TO REACH THE STATION FROM THE MINOT A.F.B. CONTROL TOWER GO NORTHEAST
 TF2179'FOR 0.2 MILE TO THE RUNWAY, TURN RIGHT AND GO SOUTHEAST FOR 0.8
 TF2179'MILE TO THE EASTERLY END OF THE RUNWAY AND THE STATION.
 TF2179'
 TF2179'THE STATION IS A LENGTH OF STEEL ROD 1-INCH IN DIAMETER, SET FLUSH
 TF2179'WITH THE RUNWAY, CENTER PUNCH MARK MARKING THE CENTER, EMBEDED IN
 TF2179'THE OVERRUN EXACTLY 2.00 FEET FROM THE END OF THE RUNWAY.  IT IS
 TF2179'150 FEET FROM THE NORTHERLY EDGE AND 150 FEET FROM THE SOUTHERLY
 TF2179'EDGE OF THE RUNWAY.
 TF2179'
 TF2179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH OF
 TF2179'MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2180 ***********************************************************************
 TF2180  DESIGNATION -  MINOT AFB E TANK AND BEACON
 TF2180  PID         -  TF2180
 TF2180  STATE/COUNTY-  ND/WARD
 TF2180  USGS QUAD   -  BURLINGTON NE (1979)
 TF2180
 TF2180                         *CURRENT SURVEY CONTROL
 TF2180  ___________________________________________________________________
 TF2180* NAD 83(1996)-  48 24 49.72172(N)    101 19 31.90063(W)     ADJUSTED  
 TF2180* NAVD 88     -                                                        
 TF2180  ___________________________________________________________________
 TF2180  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 TF2180  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 TF2180
 TF2180  HORZ ORDER  -  THIRD
 TF2180
 TF2180.The horizontal coordinates were established by classical geodetic methods
 TF2180.and adjusted by the National Geodetic Survey in January 1998..
 TF2180
 TF2180
 TF2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2180
 TF2180.The geoid height was determined by GEOID03.
 TF2180
 TF2180;                    North         East     Units Scale Factor Converg.
 TF2180;SPC ND N     -   157,518.941   538,893.050   MT  0.99995232   -0 36 51.5
 TF2180;SPC ND N     -   516,794.43  1,768,021.82   iFT  0.99995232   -0 36 51.5
 TF2180;UTM  14      - 5,364,907.973   327,923.482   MT  0.99996382   -1 44 23.4
 TF2180
 TF2180                          SUPERSEDED SURVEY CONTROL
 TF2180
 TF2180  NAD 83(1986)-  48 24 49.72089(N)    101 19 31.89785(W) AD(       ) 4
 TF2180  NAD 27      -  48 24 49.66400(N)    101 19 30.35400(W) AD(       ) 3
 TF2180
 TF2180.Superseded values are not recommended for survey control.
 TF2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2180.See file dsdata.txt to determine how the superseded data were derived.
 TF2180
 TF2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2792364908(NAD 83)
 TF2180_MARKER: 53 = ELEVATED TANK
 TF2180_SETTING: 0 = UNSPECIFIED SETTING
 TF2180
 TF2180  HISTORY     - Date     Condition        Report By
 TF2180  HISTORY     - 1961     FIRST OBSERVED   CGS
 TF2180  HISTORY     - 1964     GOOD             CGS
 TF2180  HISTORY     - 1981     GOOD             DMA
 TF2180  HISTORY     - 1983     SEE DESCRIPTION  NGS
 TF2180
 TF2180                          STATION DESCRIPTION
 TF2180
 TF2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2180'THE STATION IS IN THE EAST PART OF THE MINOT AIR FORCE BASE,
 TF2180'300 FEET NORTH OF THE RAILROAD TRACKS AND 115 FEET EAST OF
 TF2180'AVENUE A.  THE STATION IS A WATER TANK FOR THE AIR BASE SUPPORTED
 TF2180'BY AN 8-LEGGED STEEL STRUCTURE.  IT IS PAINTED ALTERNATELY RED
 TF2180'AND WHITE.  HAVING AN OVER-ALL HEIGHT OF 135 FEET AND THE
 TF2180'BEACON AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 TF2180
 TF2180                          STATION RECOVERY (1964)
 TF2180
 TF2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 TF2180'THE STATION WAS RECOVERED AS DESCRIBED.
 TF2180
 TF2180                          STATION RECOVERY (1981)
 TF2180
 TF2180'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (GAP)
 TF2180'INTERSECTION STATION RECOVERED GOOD.
 TF2180'
 TF2180'RECOVERED AS DESCRIBED.
 TF2180
 TF2180                          STATION RECOVERY (1983)
 TF2180
 TF2180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2180'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE TANK IS NOW GREEN.
 TF2180'
 TF2180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH
 TF2180'OF MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2197 ***********************************************************************
 TF2197  DESIGNATION -  MINOT AFB W END RUNWAY MK
 TF2197  PID         -  TF2197
 TF2197  STATE/COUNTY-  ND/WARD
 TF2197  USGS QUAD   -  BURLINGTON NW (1979)
 TF2197
 TF2197                         *CURRENT SURVEY CONTROL
 TF2197  ___________________________________________________________________
 TF2197* NAD 83(1996)-  48 25 34.19744(N)    101 22 48.93786(W)     ADJUSTED  
 TF2197* NAVD 88     -       508.     (meters)    1667.     (feet)  SCALED    
 TF2197  ___________________________________________________________________
 TF2197  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 TF2197  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 TF2197
 TF2197  HORZ ORDER  -  THIRD
 TF2197
 TF2197.The horizontal coordinates were established by classical geodetic methods
 TF2197.and adjusted by the National Geodetic Survey in January 1998..
 TF2197
 TF2197.The orthometric height was scaled from a topographic map.
 TF2197
 TF2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2197
 TF2197.The geoid height was determined by GEOID03.
 TF2197
 TF2197;                    North         East     Units Scale Factor Converg.
 TF2197;SPC ND N     -   158,937.451   534,857.531   MT  0.99995358   -0 39 18.1
 TF2197;SPC ND N     -   521,448.33  1,754,781.93   iFT  0.99995358   -0 39 18.1
 TF2197;UTM  14      - 5,366,405.528   323,916.534   MT  0.99998096   -1 46 52.1
 TF2197
 TF2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2197!SPC ND N     -   0.99992353  x   0.99995358  =   0.99987712
 TF2197!UTM  14      -   0.99992353  x   0.99998096  =   0.99990450
 TF2197
 TF2197                          SUPERSEDED SURVEY CONTROL
 TF2197
 TF2197  NAD 83(1986)-  48 25 34.19637(N)    101 22 48.93581(W) AD(       ) 3
 TF2197  NAD 27      -  48 25 34.13900(N)    101 22 47.36920(W) AD(       ) 3
 TF2197
 TF2197.Superseded values are not recommended for survey control.
 TF2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2197.See file dsdata.txt to determine how the superseded data were derived.
 TF2197
 TF2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2391766406(NAD 83)
 TF2197_MARKER: I = METAL ROD
 TF2197_SETTING: 0 = UNSPECIFIED SETTING
 TF2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2197
 TF2197  HISTORY     - Date     Condition        Report By
 TF2197  HISTORY     - 1961     MONUMENTED       CGS
 TF2197  HISTORY     - 1983     GOOD             NGS
 TF2197
 TF2197                          STATION DESCRIPTION
 TF2197
 TF2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2197'THE STATION IS ABOUT 11 MILES NORTH OF MINOT, AT THE WEST END
 TF2197'OF THE MINOT A.F.B. RUNWAY.
 TF2197'
 TF2197'TO REACH THE STATION FROM THE CONTROL TOWER FOR THE MINOT A.F.B.
 TF2197'GO SOUTH FOR 0.4 MILE TO THE ACTIVE RUNWAY, TURN RIGHT AND GO
 TF2197'WEST FOR 2.8 MILES TO THE WEST END OF THE ACTIVE RUNWAY AND
 TF2197'THE EAST END OF THE WEST OVERRUN AND THE STATION.
 TF2197'
 TF2197'THE STATION IS A LENGTH OF STEEL ROD 1-INCH IN DIAMETER, SET
 TF2197'FLUSH WITH THE RUNWAY.  CENTER PUNCH MARK MARKING THE CENTER,
 TF2197'EMBEDED IN THE RUNWAY AT THE UNION OF THE ACTIVE RUNWAY AND
 TF2197'THE OVERRUN.  IT IS 150 FEET SOUTH OF THE NORTH EDGE OF THE
 TF2197'RUNWAY AND 150 FEET NORTH OF THE SOUTH EDGE OF THE RUNWAY.
 TF2197'
 TF2197'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 TF2197
 TF2197                          STATION RECOVERY (1983)
 TF2197
 TF2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2197'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 TF2197'FOLLOWS.
 TF2197'
 TF2197'TO REACH THE STATION FROM THE MINOT A.F.B. CONTROL TOWER GO
 TF2197'NORTHEAST FOR 0.2 MILE TO THE RUNWAY, TURN LEFT AND GO NORTHWEST
 TF2197'FOR 1.7 MILES TO THE WESTERLY END OF THE RUNWAY AND THE STATION.
 TF2197'
 TF2197'THE STATION IS A LENGTH OF STEEL ROD 1-INCH IN DIAMETER, SET FLUSH
 TF2197'WITH THE RUNWAY, CENTER PUNCH MARK MARKING THE CENTER, EMBEDED
 TF2197'IN THE OVERRUN EXACTLY 2.00 FEET FROM THE END OF THE RUNWAY.  IT
 TF2197'IS 150 FEET FROM THE NORTHERLY EDGE AND 150 FEET FROM THE
 TF2197'SOUTHERLY EDGE OF THE RUNWAY.
 TF2197'
 TF2197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NORTH
 TF2197'OF MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2177 ***********************************************************************
 TF2177  DESIGNATION -  MINOT AFB W WATER TANK
 TF2177  PID         -  TF2177
 TF2177  STATE/COUNTY-  ND/WARD
 TF2177  USGS QUAD   -  BURLINGTON NE (1979)
 TF2177
 TF2177                         *CURRENT SURVEY CONTROL
 TF2177  ___________________________________________________________________
 TF2177* NAD 83(1996)-  48 25 12.36841(N)    101 20 25.20355(W)     ADJUSTED  
 TF2177* NAVD 88     -                                                        
 TF2177  ___________________________________________________________________
 TF2177  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 TF2177  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 TF2177
 TF2177  HORZ ORDER  -  THIRD
 TF2177
 TF2177.The horizontal coordinates were established by classical geodetic methods
 TF2177.and adjusted by the National Geodetic Survey in January 1998..
 TF2177
 TF2177
 TF2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2177
 TF2177.The geoid height was determined by GEOID03.
 TF2177
 TF2177;                    North         East     Units Scale Factor Converg.
 TF2177;SPC ND N     -   158,230.244   537,804.735   MT  0.99995296   -0 37 31.2
 TF2177;SPC ND N     -   519,128.10  1,764,451.23   iFT  0.99995296   -0 37 31.2
 TF2177;UTM  14      - 5,365,640.528   326,849.336   MT  0.99996837   -1 45 03.9
 TF2177
 TF2177                          SUPERSEDED SURVEY CONTROL
 TF2177
 TF2177  NAD 83(1986)-  48 25 12.36757(N)    101 20 25.20074(W) AD(       ) 4
 TF2177  NAD 27      -  48 25 12.30900(N)    101 20 23.65300(W) AD(       ) 3
 TF2177
 TF2177.Superseded values are not recommended for survey control.
 TF2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2177.See file dsdata.txt to determine how the superseded data were derived.
 TF2177
 TF2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2684965641(NAD 83)
 TF2177_MARKER: 53 = ELEVATED TANK
 TF2177
 TF2177  HISTORY     - Date     Condition        Report By
 TF2177  HISTORY     - 1961     FIRST OBSERVED   CGS
 TF2177  HISTORY     - 1961     GOOD             CGS
 TF2177  HISTORY     - 1981     GOOD             DMA
 TF2177  HISTORY     - 1983     GOOD             NGS
 TF2177
 TF2177                          STATION DESCRIPTION
 TF2177
 TF2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 TF2177'THE STATION IS IN THE WEST CENTRAL PART OF THE MINOT AIR FORCE
 TF2177'BASE, 800 FEET EAST OF E STREET AND 110 FEET NORTH OF THE
 TF2177'RAILROAD TRACKS.  THE STATION IS A WATER TANK FOR THE AIR BASE
 TF2177'SUPPORTED BY A 7-LEGGED STEEL STRUCTURE.  IT IS PAINTED
 TF2177'ALTERNATELY RED AND WHITE.  HAVING AN OVER-ALL HEIGHT OF 135 FEET
 TF2177'AND THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 TF2177
 TF2177                          STATION RECOVERY (1961)
 TF2177
 TF2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT)
 TF2177'THE STATION WAS RECOVERED AS DESCRIBED.
 TF2177
 TF2177                          STATION RECOVERY (1981)
 TF2177
 TF2177'RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (GAP)
 TF2177'INTERSECTION STATION RECOVERED GOOD.
 TF2177'
 TF2177'RECOVERED AS DESCRIBED.
 TF2177
 TF2177                          STATION RECOVERY (1983)
 TF2177
 TF2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2177'STATION RECOVERED AS DESCRIBED EXCEPT THAT IT IS NO LONGER RED
 TF2177'AND WHITE CHECKED.  IT IS NOW SOLID GREEN.
 TF2177'
 TF2177'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES NORTH
 TF2177'OF MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2191 ***********************************************************************
 TF2191  DESIGNATION -  MINOT INTL AIRPORT BEACON
 TF2191  PID         -  TF2191
 TF2191  STATE/COUNTY-  ND/WARD
 TF2191  USGS QUAD   -  BURLINGTON SE (1979)
 TF2191
 TF2191                         *CURRENT SURVEY CONTROL
 TF2191  ___________________________________________________________________
 TF2191* NAD 83(1996)-  48 15 16.09957(N)    101 17 06.71844(W)     ADJUSTED  
 TF2191* NAVD 88     -                                                        
 TF2191  ___________________________________________________________________
 TF2191  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 TF2191  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TF2191
 TF2191  HORZ ORDER  -  THIRD
 TF2191
 TF2191.This mark is at Minot Airport (MOT)
 TF2191
 TF2191.The horizontal coordinates were established by classical geodetic methods
 TF2191.and adjusted by the National Geodetic Survey in January 1998..
 TF2191
 TF2191
 TF2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2191
 TF2191.The geoid height was determined by GEOID03.
 TF2191
 TF2191;                    North         East     Units Scale Factor Converg.
 TF2191;SPC ND N     -   139,771.558   541,697.445   MT  0.99994022   -0 35 03.5
 TF2191;SPC ND N     -   458,568.10  1,777,222.59   iFT  0.99994022   -0 35 03.5
 TF2191;UTM  14      - 5,347,108.791   330,379.447   MT  0.99995352   -1 42 19.5
 TF2191
 TF2191                          SUPERSEDED SURVEY CONTROL
 TF2191
 TF2191  NAD 83(1986)-  48 15 16.09956(N)    101 17 06.71595(W) AD(       ) 4
 TF2191  NAD 27      -  48 15 16.05200(N)    101 17 05.12900(W) AD(       ) 3
 TF2191
 TF2191.Superseded values are not recommended for survey control.
 TF2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2191.See file dsdata.txt to determine how the superseded data were derived.
 TF2191
 TF2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3037947109(NAD 83)
 TF2191_MARKER: 21 = AIRPORT BEACON
 TF2191
 TF2191  HISTORY     - Date     Condition        Report By
 TF2191  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2191  HISTORY     - 1964     GOOD             CGS
 TF2191  HISTORY     - 1983     GOOD             NGS
 TF2191
 TF2191                          STATION DESCRIPTION
 TF2191
 TF2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2191'THE STATION IS THE CENTER OF A CIRCULAR METAL POLE WHICH
 TF2191'SITS ATOP A FOUR LEGGED TOWER, AND HAS A REVOLVING LIGHT ON
 TF2191'TOP.  IT IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE MINOT
 TF2191'INTERNATIONAL AIRPORT TERMINAL BUILDING, AND AT THE SOUTHEAST
 TF2191'EDGE OF THE RUNWAY.  IT IS APPROXIMATELY 50 FEET IN HEIGHT
 TF2191'AND IT IS PAINTED ALTERNATING INTERNATIONAL RED AND WHITE.
 TF2191
 TF2191                          STATION RECOVERY (1964)
 TF2191
 TF2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 TF2191'THIS STATION WAS VERIFIED BY INQUIRY AT THE AIRPORT.  THE
 TF2191'ORIGINAL DESCRIPTION IS NOT AVAILABLE TO THIS PARTY.  THIS
 TF2191'STATION IS LOCATED AT THE SITE OF STATION TRANSPORT 1946.
 TF2191
 TF2191                          STATION RECOVERY (1983)
 TF2191
 TF2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2191'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TF2191'
 TF2191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 TF2191'OF MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2148 ***********************************************************************
 TF2148  DESIGNATION -  MINOT KLPM RADIO TRANSM TOWER
 TF2148  PID         -  TF2148
 TF2148  STATE/COUNTY-  ND/WARD
 TF2148  USGS QUAD   -  SURREY (1981)
 TF2148
 TF2148                         *CURRENT SURVEY CONTROL
 TF2148  ___________________________________________________________________
 TF2148* NAD 83(1996)-  48 12 37.61772(N)    101 14 28.12190(W)     ADJUSTED  
 TF2148* NAVD 88     -                                                        
 TF2148  ___________________________________________________________________
 TF2148  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 TF2148  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 TF2148
 TF2148  HORZ ORDER  -  THIRD
 TF2148
 TF2148.The horizontal coordinates were established by classical geodetic methods
 TF2148.and adjusted by the National Geodetic Survey in January 1998..
 TF2148
 TF2148
 TF2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2148
 TF2148.The geoid height was determined by GEOID03.
 TF2148
 TF2148;                    North         East     Units Scale Factor Converg.
 TF2148;SPC ND N     -   134,844.558   544,921.363   MT  0.99993824   -0 33 05.4
 TF2148;SPC ND N     -   442,403.41  1,787,799.75   iFT  0.99993824   -0 33 05.4
 TF2148;UTM  14      - 5,342,119.651   333,506.426   MT  0.99994061   -1 40 16.9
 TF2148
 TF2148                          SUPERSEDED SURVEY CONTROL
 TF2148
 TF2148  NAD 83(1986)-  48 12 37.61791(N)    101 14 28.11938(W) AD(       ) 4
 TF2148  NAD 27      -  48 12 37.57900(N)    101 14 26.52900(W) AD(       ) 3
 TF2148
 TF2148.Superseded values are not recommended for survey control.
 TF2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2148.See file dsdata.txt to determine how the superseded data were derived.
 TF2148
 TF2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3350642120(NAD 83)
 TF2148_MARKER: 43 = RADIO/TV TOWER
 TF2148
 TF2148  HISTORY     - Date     Condition        Report By
 TF2148  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2148
 TF2148                          STATION DESCRIPTION
 TF2148
 TF2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2148'THE TOWER IS LOCATED ABOUT 2 MILES SOUTHEAST OF MINOT AND IS
 TF2148'ABOUT 0.2 MILE NORTHEAST OF U.S. HIGHWAY NO. 52.  IT IS 150
 TF2148'FEET NORTHEAST OF THE TRANSMITTER BUILDING.
 TF2148'
 TF2148'THE TOWER IS OF WEBBED STEEL CONSTRUCTION AND IS 200 FEET HIGH.
 TF2148'IT IS PAINTED IN ALTERNATE SECTIONS RED AND WHITE.
 TF2148'
 TF2148'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 2
 TF2148'AND 52 IN MINOT GO SOUTHEAST ON NO. 52 FOR 2.3 MILES TO A
 TF2148'GRAVEL ROAD LEFT.  TURN LEFT AND GO 0.2 MILE NORTHEAST CROSSING
 TF2148'THE RAILROAD TRACKS AND THEN TURNING RIGHT FOR 300 FEET TO
 TF2148'THE TRANSMITTER BUILDING AND THE TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2157 ***********************************************************************
 TF2157  DESIGNATION -  MINOT MEYER BROADCST MICRO MST
 TF2157  PID         -  TF2157
 TF2157  STATE/COUNTY-  ND/WARD
 TF2157  USGS QUAD   -  MINOT (1979)
 TF2157
 TF2157                         *CURRENT SURVEY CONTROL
 TF2157  ___________________________________________________________________
 TF2157* NAD 83(1996)-  48 12 55.30191(N)    101 19 07.25252(W)     ADJUSTED  
 TF2157* NAVD 88     -                                                        
 TF2157  ___________________________________________________________________
 TF2157  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 TF2157  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 TF2157
 TF2157  HORZ ORDER  -  THIRD
 TF2157
 TF2157.The horizontal coordinates were established by classical geodetic methods
 TF2157.and adjusted by the National Geodetic Survey in January 1998..
 TF2157
 TF2157
 TF2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2157
 TF2157.The geoid height was determined by GEOID03.
 TF2157
 TF2157;                    North         East     Units Scale Factor Converg.
 TF2157;SPC ND N     -   135,449.077   539,165.222   MT  0.99993844   -0 36 33.1
 TF2157;SPC ND N     -   444,386.74  1,768,914.77   iFT  0.99993844   -0 36 33.1
 TF2157;UTM  14      - 5,342,836.577   327,763.119   MT  0.99996451   -1 43 45.7
 TF2157
 TF2157                          SUPERSEDED SURVEY CONTROL
 TF2157
 TF2157  NAD 83(1986)-  48 12 55.30200(N)    101 19 07.24962(W) AD(       ) 4
 TF2157  NAD 27      -  48 12 55.26500(N)    101 19 05.66800(W) AD(       ) 3
 TF2157
 TF2157.Superseded values are not recommended for survey control.
 TF2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2157.See file dsdata.txt to determine how the superseded data were derived.
 TF2157
 TF2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2776342837(NAD 83)
 TF2157_MARKER: 44 = MICROWAVE MAST
 TF2157
 TF2157  HISTORY     - Date     Condition        Report By
 TF2157  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2157  HISTORY     - 1967     GOOD             CGS
 TF2157
 TF2157                          STATION DESCRIPTION
 TF2157
 TF2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2157'THE STATION IS THE CENTER OF A RED LIGHT ATOP THE MINOT,
 TF2157'MEYER BROADCASTING COMPANY, MICRO-WAVE MAST, LOCATED IN THE
 TF2157'SOUTHWEST PART OF MINOT, ABOUT 0.15 MILE NORTH OF U.S. HIGHWAY
 TF2157'2 AND 52 (BYPASS).  IT IS PAINTED ALTERNATING INTERNATIONAL
 TF2157'RED AND WHITE AND IT IS 438 FEET IN HEIGHT.
 TF2157
 TF2157                          STATION RECOVERY (1967)
 TF2157
 TF2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LGB)
 TF2157'RECOVERED AS DESCRIBED IN 1963.
 TF2157'
 TF2157'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TF2157'5 MILES SOUTH OF ROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2152 ***********************************************************************
 TF2152  DESIGNATION -  MINOT MUNICIPAL TANK
 TF2152  PID         -  TF2152
 TF2152  STATE/COUNTY-  ND/WARD
 TF2152  USGS QUAD   -  MINOT (1979)
 TF2152
 TF2152                         *CURRENT SURVEY CONTROL
 TF2152  ___________________________________________________________________
 TF2152* NAD 83(1996)-  48 13 35.26348(N)    101 17 16.71601(W)     ADJUSTED  
 TF2152* NAVD 88     -                                                        
 TF2152  ___________________________________________________________________
 TF2152  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 TF2152  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF2152
 TF2152  HORZ ORDER  -  THIRD
 TF2152
 TF2152.The horizontal coordinates were established by classical geodetic methods
 TF2152.and adjusted by the National Geodetic Survey in January 1998..
 TF2152
 TF2152
 TF2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2152
 TF2152.The geoid height was determined by GEOID03.
 TF2152
 TF2152;                    North         East     Units Scale Factor Converg.
 TF2152;SPC ND N     -   136,659.441   541,459.376   MT  0.99993890   -0 35 10.9
 TF2152;SPC ND N     -   448,357.75  1,776,441.52   iFT  0.99993890   -0 35 10.9
 TF2152;UTM  14      - 5,344,001.881   330,080.547   MT  0.99995477   -1 42 24.3
 TF2152
 TF2152                          SUPERSEDED SURVEY CONTROL
 TF2152
 TF2152  NAD 83(1986)-  48 13 35.26353(N)    101 17 16.71338(W) AD(       ) 4
 TF2152  NAD 27      -  48 13 35.22700(N)    101 17 15.12600(W) AD(       ) 3
 TF2152
 TF2152.Superseded values are not recommended for survey control.
 TF2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2152.See file dsdata.txt to determine how the superseded data were derived.
 TF2152
 TF2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3008144002(NAD 83)
 TF2152_MARKER: 53 = ELEVATED TANK
 TF2152
 TF2152  HISTORY     - Date     Condition        Report By
 TF2152  HISTORY     - 1934     FIRST OBSERVED   CGS
 TF2152  HISTORY     - 1938     GOOD             CGS
 TF2152  HISTORY     - 1946     GOOD             CGS
 TF2152  HISTORY     - 1963     GOOD             CGS
 TF2152  HISTORY     - 1964     GOOD             CGS
 TF2152
 TF2152                          STATION DESCRIPTION
 TF2152
 TF2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF2152'THIS IS AN ALUMINUM PAINTED TANK, OF STEEL CONSTRUCTION, SET ON
 TF2152'A STEEL GIRDER TOWER OF THE SAME COLOR.  THE OVERALL HEIGHT
 TF2152'OF THE TANK AND TOWER IS APPROXIMATELY 120 FEET.  ITS CAPACITY
 TF2152'IS ABOUT 65,000 GALLONS.
 TF2152'
 TF2152'THIS TANK IS LOCATED ON THE HEIGHTS OF SE OF THE MOUSE RIVER
 TF2152'VALLEY, AND IN THE SE RESIDENTIAL DISTRICT OF MINOT.  IT IS
 TF2152'SITUATED ON THE SW CORNER OF THE INTERSECTION OF THIRD STREET
 TF2152'SE AND TENTH AVENUE, AND ABOUT 0.3 MILE WSW OF STATION MINOT.
 TF2152'ALONGSIDE IT IS A LARGE CONCRETE RESERVOIR.
 TF2152
 TF2152                          STATION RECOVERY (1938)
 TF2152
 TF2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2152'THE ALUMINUM MUNICIPAL WATER TANK FOR THE CITY OF MINOT, NORTH
 TF2152'DAKOTA.  THE TANK IS SITUATED ON THE HILL IN THE S PART OF
 TF2152'TOWN.
 TF2152'
 TF2152'CUTS WERE TAKEN FROM STATIONS MINOT, SURREY, NORWICH.
 TF2152
 TF2152                          STATION RECOVERY (1946)
 TF2152
 TF2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2152'THIS STATION IS LOCATED IN MINOT.  IT IS A WATER TANK ABOUT
 TF2152'80 FEET HIGH, SILVER IN COLOR, AND HAS THREE LEGS.
 TF2152'
 TF2152'TO REACH FROM THE JUNCTION OF HIGHWAYS 2 AND 83, GO SOUTH
 TF2152'0.5 MILE.  TURN LEFT (EAST) AND GO 0.4 MILE.  THEN TURN
 TF2152'RIGHT (NORTH) AND GO 200 YARDS TO THE STATION ON THE RIGHT.
 TF2152'
 TF2152'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 TF2152
 TF2152                          STATION RECOVERY (1963)
 TF2152
 TF2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 TF2152'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TF2152
 TF2152                          STATION RECOVERY (1964)
 TF2152
 TF2152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 TF2152'THIS STATION COULD NOT BE VERIFIED.  THE WATER TANK HAS 4
 TF2152'LEGS THAT IS PRESENT.  THE POSITION CHECKED WITH THE USGS QUAD
 TF2152'SHEET BUT IT COULD BE ANOTHER TANK.  THE ROUTE TO THE STATION
 TF2152'WAS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2186 ***********************************************************************
 TF2186  DESIGNATION -  MINOT NORTH MUNICIPAL TANK
 TF2186  PID         -  TF2186
 TF2186  STATE/COUNTY-  ND/WARD
 TF2186  USGS QUAD   -  BURLINGTON SE (1979)
 TF2186
 TF2186                         *CURRENT SURVEY CONTROL
 TF2186  ___________________________________________________________________
 TF2186* NAD 83(1996)-  48 15 47.11204(N)    101 19 04.58076(W)     ADJUSTED  
 TF2186* NAVD 88     -                                                        
 TF2186  ___________________________________________________________________
 TF2186  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 TF2186  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF2186
 TF2186  HORZ ORDER  -  THIRD
 TF2186
 TF2186.The horizontal coordinates were established by classical geodetic methods
 TF2186.and adjusted by the National Geodetic Survey in January 1998..
 TF2186
 TF2186
 TF2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2186
 TF2186.The geoid height was determined by GEOID03.
 TF2186
 TF2186;                    North         East     Units Scale Factor Converg.
 TF2186;SPC ND N     -   140,754.655   539,276.738   MT  0.99994068   -0 36 31.2
 TF2186;SPC ND N     -   461,793.49  1,769,280.64   iFT  0.99994068   -0 36 31.2
 TF2186;UTM  14      - 5,348,139.089   327,978.397   MT  0.99996360   -1 43 48.3
 TF2186
 TF2186                          SUPERSEDED SURVEY CONTROL
 TF2186
 TF2186  NAD 83(1986)-  48 15 47.11180(N)    101 19 04.57816(W) AD(       ) 4
 TF2186  NAD 27      -  48 15 47.08000(N)    101 19 02.99100(W) AD(       ) 3
 TF2186
 TF2186.Superseded values are not recommended for survey control.
 TF2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2186.See file dsdata.txt to determine how the superseded data were derived.
 TF2186
 TF2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2797848139(NAD 83)
 TF2186_MARKER: 53 = ELEVATED TANK
 TF2186
 TF2186  HISTORY     - Date     Condition        Report By
 TF2186  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2186  HISTORY     - 1964     GOOD             CGS
 TF2186  HISTORY     - 1983     GOOD             NGS
 TF2186
 TF2186                          STATION DESCRIPTION
 TF2186
 TF2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2186'THE STATION IS THE CENTER OF A BALL ATOP THE MINOT, MUNICIPAL
 TF2186'WATER TANK, AND IT IS LOCATED IN THE NORTH-NORTHWEST PART OF
 TF2186'MINOT, ABOUT 1-1/2 MILES WEST OF U.S. HIGHWAY 83.  IT IS A
 TF2186'8-LEGGED TANK AND IS PAINTED ALTERNATING INTERNATIONAL RED
 TF2186'AND WHITE.
 TF2186
 TF2186                          STATION RECOVERY (1964)
 TF2186
 TF2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 TF2186'THE ORIGINAL DESCRIPTION WAS NOT AVAILABLE.  THE POSITION WAS
 TF2186'VERIFIED WITH THE AID OF THE USGS QUAD SHEET AND LOCAL INQUIRY.
 TF2186'THIS IS THE ONLY WATER TANK IN THE VICINITY AND AND HAS BEEN
 TF2186'THERE FOR A FEW YEARS.
 TF2186
 TF2186                          STATION RECOVERY (1983)
 TF2186
 TF2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (GFS)
 TF2186'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TF2186'
 TF2186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 TF2186'OF MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2159 ***********************************************************************
 TF2159  DESIGNATION -  MINOT NW BELL TEL CO MICRO TWR
 TF2159  PID         -  TF2159
 TF2159  STATE/COUNTY-  ND/WARD
 TF2159  USGS QUAD   -  MINOT (1979)
 TF2159
 TF2159                         *CURRENT SURVEY CONTROL
 TF2159  ___________________________________________________________________
 TF2159* NAD 83(1996)-  48 13 06.87253(N)    101 18 15.39761(W)     ADJUSTED  
 TF2159* NAVD 88     -                                                        
 TF2159  ___________________________________________________________________
 TF2159  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 TF2159  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF2159
 TF2159  HORZ ORDER  -  THIRD
 TF2159
 TF2159.The horizontal coordinates were established by classical geodetic methods
 TF2159.and adjusted by the National Geodetic Survey in January 1998..
 TF2159
 TF2159
 TF2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2159
 TF2159.The geoid height was determined by GEOID03.
 TF2159
 TF2159;                    North         East     Units Scale Factor Converg.
 TF2159;SPC ND N     -   135,795.141   540,239.262   MT  0.99993857   -0 35 54.6
 TF2159;SPC ND N     -   445,522.12  1,772,438.52   iFT  0.99993857   -0 35 54.6
 TF2159;UTM  14      - 5,343,161.586   328,843.745   MT  0.99995995   -1 43 07.3
 TF2159
 TF2159                          SUPERSEDED SURVEY CONTROL
 TF2159
 TF2159  NAD 83(1986)-  48 13 06.87244(N)    101 18 15.39482(W) AD(       ) 4
 TF2159  NAD 27      -  48 13 06.83321(N)    101 18 13.81276(W) AD(       ) 3
 TF2159
 TF2159.Superseded values are not recommended for survey control.
 TF2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2159.See file dsdata.txt to determine how the superseded data were derived.
 TF2159
 TF2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2884443162(NAD 83)
 TF2159_MARKER: 45 = MICROWAVE TOWER
 TF2159
 TF2159  HISTORY     - Date     Condition        Report By
 TF2159  HISTORY     - 1967     FIRST OBSERVED   CGS
 TF2159
 TF2159                          STATION DESCRIPTION
 TF2159
 TF2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2159'STATION IS LOCATED IN THE SOUTH SECTION OF MINOT, 0.4 MILE
 TF2159'WEST OF U.S. HIGHWAY 83, 100 FEET NORTH OF THE APPROXIMATE
 TF2159'CENTER OF 16TH AVENUE SW AND ABOUT 50 FEET SOUTHEAST OF THE
 TF2159'SOUTHEAST LEG OF THE MINOT MUNICIPAL WATER TANK (SOUTH).
 TF2159'
 TF2159'MINOT, NORTH WESTERN BELL TELEPHONE COMPANY MICROWAVE TOWER
 TF2159'IS CONSTRUCTED OF 4-STEEL CHANNEL LEGS, PAINTED RED-WHITE
 TF2159'ALTERNATE SECTIONS, ABOUT 162 FEET IN HEIGHT, HAS 3 VOICE ANTENNAS
 TF2159'AND HAS A RED LIGHT MOUNTED AT THE TOP.
 TF2159'
 TF2159'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1799 ***********************************************************************
 TF1799  DESIGNATION -  MINOT RESET
 TF1799  PID         -  TF1799
 TF1799  STATE/COUNTY-  ND/WARD
 TF1799  USGS QUAD   -  MINOT (1979)
 TF1799
 TF1799                         *CURRENT SURVEY CONTROL
 TF1799  ___________________________________________________________________
 TF1799* NAD 83(1996)-  48 13 34.72912(N)    101 16 56.04367(W)     ADJUSTED  
 TF1799* NAVD 88     -       528.753  (meters)    1734.75   (feet)  ADJUSTED  
 TF1799  ___________________________________________________________________
 TF1799  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 TF1799  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF1799  DYNAMIC HT  -         528.840 (meters)    1735.04  (feet)  COMP
 TF1799  MODELED GRAV-     980,759.5   (mgal)                       NAVD 88
 TF1799
 TF1799  HORZ ORDER  -  FIRST
 TF1799  VERT ORDER  -  FIRST     CLASS II
 TF1799
 TF1799.The horizontal coordinates were established by classical geodetic methods
 TF1799.and adjusted by the National Geodetic Survey in January 1998..
 TF1799
 TF1799.The orthometric height was determined by differential leveling
 TF1799.and adjusted by the National Geodetic Survey in June 1991..
 TF1799
 TF1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1799
 TF1799.The geoid height was determined by GEOID03.
 TF1799
 TF1799.The dynamic height is computed by dividing the NAVD 88
 TF1799.geopotential number by the normal gravity value computed on the
 TF1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1799.degrees latitude (g = 980.6199 gals.).
 TF1799
 TF1799.The modeled gravity was interpolated from observed gravity values.
 TF1799
 TF1799;                    North         East     Units Scale Factor Converg.
 TF1799;SPC ND N     -   136,638.588   541,885.803   MT  0.99993889   -0 34 55.5
 TF1799;SPC ND N     -   448,289.33  1,777,840.56   iFT  0.99993889   -0 34 55.5
 TF1799;UTM  14      - 5,343,972.693   330,506.492   MT  0.99995299   -1 42 08.8
 TF1799
 TF1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1799!SPC ND N     -   0.99992033  x   0.99993889  =   0.99985922
 TF1799!UTM  14      -   0.99992033  x   0.99995299  =   0.99987332
 TF1799
 TF1799|---------------------------------------------------------------------|
 TF1799| PID    Reference Object                     Distance      Geod. Az  |
 TF1799|                                                           dddmmss.s |
 TF1799| TF1800 MINOT RM 3                           33.040 METERS 06526     |
 TF1799| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX.11.3 KM 0840122.1 |
 TF1799| CS9194 MINOT AZ MK                                        0890805.4 |
 TF1799| TF2146 MINOT USCAA RADIO RANGE STATION     APPROX. 4.0 KM 0984046.6 |
 TF1799| TF2148 MINOT KLPM RADIO TRANSM TOWER       APPROX. 3.5 KM 1200004.2 |
 TF1799| CS9195 MINOT RM 1                           32.376 METERS 15128     |
 TF1799| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX.20.1 KM 1925637.0 |
 TF1799| CS9196 MINOT RM 2                           41.157 METERS 22548     |
 TF1799| TF2156 MINOT SOUTH MUNICIPAL TANK          APPROX. 1.8 KM 2413642.6 |
 TF1799| TF2157 MINOT MEYER BROADCST MICRO MST      APPROX. 3.0 KM 2454806.2 |
 TF1799| TF2152 MINOT MUNICIPAL TANK                426.963 METERS 2721303.2 |
 TF1799| TF2155 MINOT ST LEOS CATH CH SPIRE         APPROX. 1.1 KM 3184201.0 |
 TF1799| TF2186 MINOT NORTH MUNICIPAL TANK          APPROX. 4.9 KM 3270254.3 |
 TF1799| TF2154 MONOT FIRST LUTHERAN CHURCH SPIRE   APPROX. 1.9 KM 3292607.2 |
 TF1799| TF2153 MINOT MILLER MILLING CO TANK        APPROX. 1.1 KM 3391831.1 |
 TF1799| TF2191 MINOT INTL AIRPORT BEACON           APPROX. 3.1 KM 3555838.5 |
 TF1799|---------------------------------------------------------------------|
 TF1799
 TF1799                          SUPERSEDED SURVEY CONTROL
 TF1799
 TF1799  NAD 83(1986)-  48 13 34.72903(N)    101 16 56.04173(W) AD(       ) 1
 TF1799  NAD 27      -  48 13 34.69290(N)    101 16 54.45720(W) AD(       ) 1
 TF1799
 TF1799.Superseded values are not recommended for survey control.
 TF1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1799.See file dsdata.txt to determine how the superseded data were derived.
 TF1799
 TF1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3050643973(NAD 83)
 TF1799_MARKER: DS = TRIANGULATION STATION DISK
 TF1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1799_SP_SET: CONCRETE POST
 TF1799_STAMPING: MINOT 1934 1967
 TF1799_MARK LOGO: CGS   
 TF1799_PROJECTION: FLUSH
 TF1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1799+STABILITY: SURFACE MOTION
 TF1799
 TF1799  HISTORY     - Date     Condition        Report By
 TF1799  HISTORY     - 1934     MONUMENTED       CGS
 TF1799  HISTORY     - 1938     GOOD             CGS
 TF1799  HISTORY     - 1946     GOOD             CGS
 TF1799  HISTORY     - 1954     GOOD             CGS
 TF1799  HISTORY     - 1957     GOOD             CGS
 TF1799  HISTORY     - 1963     GOOD             CGS
 TF1799  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TF1799  HISTORY     - 1968     GOOD             CGS
 TF1799  HISTORY     - 1982     GOOD             NGS
 TF1799
 TF1799                          STATION DESCRIPTION
 TF1799
 TF1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF1799'STATION IS ON HIGH BLUFFS AT SOUTH EDGE OF MINOT AND OVERLOOKS
 TF1799'THE CITY AND THE MOUSE RIVER VALLEY.  STATION IS LOCATED NEAR
 TF1799'A SMALL FRAME TWO-STORY HOUSE HAVING A CONCRETE BASE AND BEARING
 TF1799'THE NUMBER 700-10TH AVE. SE., AND IS SOUTH-SOUTHEAST OF IT.
 TF1799'THE STATION IS 147 FEET FROM THE SOUTHEAST CORNER AND 154 FEET
 TF1799'FROM THE NORTHEAST CORNER.  IT IS ALSO 321 FEET FROM THE
 TF1799'NORTHWEST CORNER OF A SMALL HOUSE HAVING NO NUMBER THAT IS
 TF1799'EAST-SOUTHEAST OF STATION.
 TF1799'
 TF1799'STATION MAY BE REACHED BY LEAVING WARD COUNTY COURTHOUSE AND
 TF1799'GOING SOUTH ON 4TH STREET SE. TO TOP OF HILL AND INTERSECTION
 TF1799'OF THIS STREET AND 11TH AVE.  AT THIS POINT, BY ROSEHILL CEMETERY,
 TF1799'TURN EAST AND GO 0.1 MILE, LEAVE 11TH AVE. AND GO NORTH 0.1
 TF1799'MILE TO HIGH GROUND ON EDGE OF BLUFF AND STATION.
 TF1799'
 TF1799'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 TF1799'BRONZE DISKS SET IN CONCRETE.
 TF1799'
 TF1799'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION.  REFERENCE
 TF1799'MARK NO. 2 IS SOUTH OF THE STATION.  DISTANCE BETWEEN REFERENCE
 TF1799'MARKS (HORIZONTAL MEASUREMENT) 147.30 FEET.
 TF1799'
 TF1799'AZIMUTH MARK IS EAST OF STATION, ON SAME BLUFF ON WHICH STATION
 TF1799'IS LOCATED.  A TEN-FOOT STAND WILL CLEAR ALL LINES.
 TF1799
 TF1799                          STATION RECOVERY (1938)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF1799'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1934
 TF1799'AND THE MARKS ARE IN GOOD CONDITION.  REFERENCE MARK NO. 2 IS
 TF1799'SOUTHWEST OF THE STATION AND NOT SOUTH AS DESCRIBED IN 1934.
 TF1799
 TF1799                          STATION RECOVERY (1946)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF1799'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND ALL MARKS
 TF1799'WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 TF1799'
 TF1799'THE STATION IS LOCATED ON A HIGH BLUFF ON THE SOUTHERN EDGE
 TF1799'OF THE CITY OF MINOT, 0.15 MILE NORTHEAST OF THE ROSEHILL
 TF1799'CEMETERY AND 0.15 MILE EAST OF THE MINOT MUNICIPAL WATER TANK.
 TF1799'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MINOT 1934.
 TF1799'
 TF1799'SURFACE, UNDERGROUND, REFERENCE MARKS AND AZIMUTH MARK ARE A
 TF1799'STANDARD BRONZE DISK SET IN CONCRETE.
 TF1799'
 TF1799'REFERENCE MARK NO. 1 IS 32.376 METERS (106.22 FEET) EAST-SOUTHEAST
 TF1799'OF THE STATION.  IT IS ABOUT 9 FEET LOWER IN ELEVATION THAN THE
 TF1799'STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF1799'STAMPED MINOT NO 1 1934.
 TF1799'
 TF1799'REFERENCE MARK NO. 2 IS 41.185 METERS (135.12 FEET) SOUTH-SOUTHWEST
 TF1799'OF THE STATION.  IT IS ABOUT 15 FEET LOWER IN ELEVATION THAN
 TF1799'THE STATION MARK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF1799'STAMPED MINOT NO 2 1934.
 TF1799'
 TF1799'THE AZIMUTH MARK IS 0.15 MILE (AIRLINE) EAST OF THE STATION
 TF1799'AND ON THE FIRST BLUFF EAST OF THE STATION.  IT IS 4 FEET WEST
 TF1799'OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS 4 INCHES AND
 TF1799'THE DISK IS STAMPED MINOT AZIMUTH 1934.
 TF1799'
 TF1799'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE WARD
 TF1799'COUNTY COURTHOUSE, GO SOUTH ON FOURTH STREET TO THE MAIN
 TF1799'ENTRANCE OF THE ROSEHILL CEMETERY, TURN LEFT ON ELEVENTH STREET
 TF1799'AND GO EAST 0.1 MILE, THENCE LEFT ON GRAVELED ROAD FOR 0.1 MILE
 TF1799'TO THE SUMMIT OF BLUFF AND STATION AS DESCRIBED.
 TF1799'
 TF1799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 TF1799'ON GRAVELED ROAD TO CROSSROAD, THENCE LEFT FOR 0.1 MILE TO
 TF1799'WHERE MAIN ROAD TURNS LEFT.  CONTINUE ON EAST ON TRACK ROAD FOR
 TF1799'0.05 MILE, THENCE LEFT ALONG THE WEST SIDE OF A NORTH-SOUTH
 TF1799'FENCE LINE FOR 0.05 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 TF1799'
 TF1799'OBSERVATIONS MADE FROM A 10 FOOT WOOD STAND.
 TF1799'
 TF1799'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 TF1799
 TF1799                          STATION RECOVERY (1954)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF1799'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 TF1799'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT FOUND.
 TF1799'THE STREET HAS BEEN GRADED AND IT IS BELIEVED THAT THE MARK
 TF1799'WAS DESTROYED.
 TF1799'
 TF1799'DESCRIPTION IS ADEQUATE.
 TF1799
 TF1799                          STATION RECOVERY (1957)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 TF1799'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS
 TF1799'FOUND IN GOOD CONDITION.  ABOUT 2 FEET OF ONE SIDE OF THE
 TF1799'AZIMUTH MARK IS EXPOSED BUT IT WAS NOT MOVED AS IT IS NO LONGER
 TF1799'VISABLE FROM THE GROUND.  THE AREA AROUND THE STATION IS BEING
 TF1799'DEVELOPED AND NEW HOUSES ARE BEING ERECTED AND IT WOULD BE
 TF1799'DIFFICULT TO FIND A SUITABLE SITE FOR AN AZIMUTH MARK.  THE
 TF1799'MINOT MUNICIPAL WATER TANK IS VISABLE FROM THE GROUND AT THE
 TF1799'STATION AND CAN BE USED FOR AN AZIMUTH.
 TF1799'
 TF1799'R.M. NO. 1 IS EAST-SOUTHEAST OF THE STATION AND R.M. NO. 2 IS
 TF1799'SOUTHWEST OF STATION IN SOUTHWEST ANGLE OF STREET INTERSECTION.
 TF1799'
 TF1799'THE STATION MARK IS IN THE FRONT YARD OF A RESIDENCE AND IS
 TF1799'NEAR A CLOTHES LINE POLE.
 TF1799'
 TF1799'THE DESCRIPTION TO REACH FROM THE COURT HOUSE IS ADEQUATE.
 TF1799
 TF1799                          STATION RECOVERY (1963)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF1799'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED
 TF1799'UNDISTURBED AND IN GOOD CONDITION.  REFERENCE MARK NUMBER 1
 TF1799'HAS BEEN DESTROYED AND A NEW REFERENCE MARK NUMBER 3 WAS SET.
 TF1799'THE AZIMUTH MARK WAS NOT RECOVERED.  BUILDINGS AND HOMES NOW
 TF1799'SURROUND THE STATION BUT THE BEACON AT THE MUNICIPAL AIRPORT
 TF1799'IS VISIBLE FROM THE GROUND SO IT MAY BE USED FOR AN AZIMUTH.
 TF1799'A COMPLETE DESCRIPTION FOLLOWS--
 TF1799'
 TF1799'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF MINOT,
 TF1799'ON A LOW HILL BEHIND A WHITE HOUSE WITH A RED ROOF, NUMBER 702
 TF1799'10TH AVENUE S.E.
 TF1799'
 TF1799'TO REACH THE STATION FROM THE FRONT OF THE WARD COUNTY COURTHOUSE
 TF1799'ON 3RD STREET IN MINOT GO SOUTH 0.6 MILE TO 11TH AVENUE S.E.
 TF1799'TURN LEFT AND GO EAST 0.3 MILE TO A GRAVELED SIDE STREET ON
 TF1799'THE LEFT (7TH STREET S.E.).  TURN LEFT AND GO NORTH 1/2 BLOCK
 TF1799'THEN RIGHT TO TOP OF SMALL HILL AND STATION.
 TF1799'
 TF1799'THE STATION MARK IS A STANDARD DISK STAMPED MINOT 1934 SET IN
 TF1799'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4
 TF1799'INCHES ABOVE GROUND.  IT IS 52.9 FEET SOUTHEAST OF THE SOUTHEAST
 TF1799'CORNER OF A WHITE HOUSE, AND 1.3 FEET NORTHEAST OF A METAL
 TF1799'WITNESS POST WITH SIGN.
 TF1799'
 TF1799'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MINOT NO 2
 TF1799'1934 SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 TF1799'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 41.1 FEET WEST OF A
 TF1799'FIRE HYDRANT, AND 5 FEET LOWER THAN STATION ELEVATION.
 TF1799'
 TF1799'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MINOT
 TF1799'NO 3 1934 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 TF1799'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 92.6 FEET SOUTH
 TF1799'OF THE CENTER OF 10TH AVENUE, 2.8 FEET WEST OF THE BASE OF A
 TF1799'POWERLINE POLE, AND 4 FEET LOWER THAN STATION ELEVATION.
 TF1799
 TF1799                          STATION RECOVERY (1967)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 TF1799'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN
 TF1799'GOOD CONDITION.  A REQUEST WAS RECEIVED TO MOVE THE STATION
 TF1799'MARK OUT OF THE YARD.  THE LAND OWNER WAS CONTACTED AND HE
 TF1799'AGREED TO PERMIT THE MARK TO BE LOWERED VERTICALLY.  THE SURFACE
 TF1799'AND UNDERGROUND MARKS WERE LOWERED VERTICALLY AND THE DISKS
 TF1799'WERE RESTAMPED MINOT 1934 1967.  AT THE TIME OF RECOVERY THE
 TF1799'YARD HAD BEEN LANDSCAPED AND THE SURFACE MARK WAS FOUND TO BE
 TF1799'PROJECTING ABOUT 18 INCHES.  IT WAS LOWERED TO A POSITION
 TF1799'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 TF1799'
 TF1799'TO REACH THE STATION FROM THE FRONT OF THE WARD COUNTY COURT
 TF1799'HOUSE IN MINOT GO SOUTH ON 3RD STREET FOR 0.5 MILE TO INTERSECTION
 TF1799'WITH 11TH AVENUE SE, TURN LEFT AND GO EAST FOR 0.3 MILE TO
 TF1799'INTERSECTION WITH 7TH STREET SE, TURN LEFT AND GO NORTH FOR
 TF1799'ABOUT 3/4 BLOCK TO THE STATION IN THE BACK YARD OF A HOUSE
 TF1799'ON RIGHT.
 TF1799'
 TF1799'THE STATION MARK IS 75 FEET EAST OF THE CENTERLINE OF 7TH
 TF1799'STREET, 52.9 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 TF1799'THE HOUSE AT 702 10TH AVENUE AND 23.7 FEET SOUTH-SOUTHWEST OF
 TF1799'THE SOUTHWEST CORNER OF A HOUSE THAT WAS UNDER CONSTRUCTION
 TF1799'AT THE TIME THE STATION WAS RECOVERED.  MARK IS ABOUT FLUSH
 TF1799'WITH THE GROUND.
 TF1799'
 TF1799'R.M. NO. 2 IS AT THE SOUTHWEST INTERSECTION OF TWO STREETS TO
 TF1799'SOUTHWEST OF STATION AND IS 41 FEET WEST OF A FIRE HYDRANT.
 TF1799'THE MARK IS FLUSH AND THE DISK IS STAMPED MINOT NO 2 1934.
 TF1799'
 TF1799'R.M. NO. 3 IS 68.5 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER
 TF1799'OF A NEW HOUSE, 92.5 FEET SOUTH OF THE CENTERLINE OF 10TH AVENUE
 TF1799'AND 2.8 FEET WEST OF A POWERLINE POLE.  THE MARK IS FLUSH AND
 TF1799'THE DISK IS STAMPED MINOT NO 3 1934.
 TF1799'
 TF1799'THE AZIMUTH MARK WAS NOT RECOVERED BUT IT WOULD NOT BE VISIBLE
 TF1799'FROM THE GROUND AT THE STATION.  THERE WAS NO SUITABLE PLACE
 TF1799'TO ESTABLISH A NEW AZIMUTH MARK.
 TF1799'
 TF1799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MINOT
 TF1799
 TF1799                          STATION RECOVERY (1968)
 TF1799
 TF1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 TF1799'STATION WAS RECOVERED AS DESCRIBED IN HORIZONTAL CONTROL DATA
 TF1799'SUPPLIMENT DATED JULY 1961.  DESCRIPTION
 TF1799'IS ADEQUATE.
 TF1799'
 TF1799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 TF1799'SOUTH EAST OF DOWNTOWN MINOT
 TF1799
 TF1799                          STATION RECOVERY (1982)
 TF1799
 TF1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1799'IN MINOT.
 TF1799'IN MINOT, AT 702 10TH AVENUE SOUTHEAST, 25.8 METERS (84.6 FT) NORTH OF
 TF1799'THE CENTER OF AN ALLEY, 22.1 METERS (72.5 FT) EAST OF THE CENTER OF
 TF1799'7TH STREET SOUTHEAST, 3.4 METERS (11.2 FT) EAST OF THE SOUTHEAST
 TF1799'CORNER OF A DOUBLE GARAGE, 0.7 METER (2.3 FT) WEST OF A FENCE AND 0.5
 TF1799'METER (1.6 FT) NORTH OF A UTILITY POLE.
 TF1799'THE MARK IS 1.5 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1800 ***********************************************************************
 TF1800  DESIGNATION -  MINOT RM 3
 TF1800  PID         -  TF1800
 TF1800  STATE/COUNTY-  ND/WARD
 TF1800  USGS QUAD   -  MINOT (1979)
 TF1800
 TF1800                         *CURRENT SURVEY CONTROL
 TF1800  ___________________________________________________________________
 TF1800* NAD 83(1986)-  48 13 35.     (N)    101 16 55.     (W)     SCALED    
 TF1800* NAVD 88     -       527.781  (meters)    1731.56   (feet)  ADJUSTED  
 TF1800  ___________________________________________________________________
 TF1800  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 TF1800  DYNAMIC HT  -         527.868 (meters)    1731.85  (feet)  COMP
 TF1800  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 TF1800
 TF1800  VERT ORDER  -  FIRST     CLASS II
 TF1800
 TF1800.The horizontal coordinates were scaled from a topographic map and have
 TF1800.an estimated accuracy of +/- 6 seconds.
 TF1800
 TF1800.The orthometric height was determined by differential leveling
 TF1800.and adjusted by the National Geodetic Survey in June 1991..
 TF1800
 TF1800.The geoid height was determined by GEOID03.
 TF1800
 TF1800.The dynamic height is computed by dividing the NAVD 88
 TF1800.geopotential number by the normal gravity value computed on the
 TF1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1800.degrees latitude (g = 980.6199 gals.).
 TF1800
 TF1800.The modeled gravity was interpolated from observed gravity values.
 TF1800
 TF1800;                    North         East    Units  Estimated Accuracy
 TF1800;SPC ND N     -   136,650.      541,910.      MT  (+/- 180 meters Scaled)
 TF1800
 TF1800                          SUPERSEDED SURVEY CONTROL
 TF1800
 TF1800.No superseded survey control is available for this station.
 TF1800
 TF1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU305439(NAD 83)
 TF1800_MARKER: DR = REFERENCE MARK DISK
 TF1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1800_SP_SET: CONCRETE POST
 TF1800_STAMPING: MINOT NO 3 1934
 TF1800_MARK LOGO: CGS   
 TF1800_PROJECTION: FLUSH
 TF1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1800+STABILITY: SURFACE MOTION
 TF1800
 TF1800  HISTORY     - Date     Condition        Report By
 TF1800  HISTORY     - 1963     MONUMENTED       CGS
 TF1800  HISTORY     - 1982     GOOD             NGS
 TF1800  HISTORY     - 1982     GOOD             NGS
 TF1800
 TF1800                          STATION DESCRIPTION
 TF1800
 TF1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1800'IN MINOT.
 TF1800'IN MINOT, AT 706 10TH AVENUE SOUTHEAST, 26.3 METERS (86.3 FT) SOUTH OF
 TF1800'THE CENTER OF THE AVENUE, 21.3 METERS (69.9 FT) EAST-SOUTHEAST OF THE
 TF1800'NORTHEAST CORNER OF A HOUSE, 1.2 METERS (3.9 FT) WEST OF A FENCE AND
 TF1800'0.9 METER (3.0 FT) WEST OF A UTILITY POLE.
 TF1800'THE MARK IS 1.5 M ABOVE THE AVENUE.
 TF1800
 TF1800                          STATION RECOVERY (1982)
 TF1800
 TF1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2156 ***********************************************************************
 TF2156  DESIGNATION -  MINOT SOUTH MUNICIPAL TANK
 TF2156  PID         -  TF2156
 TF2156  STATE/COUNTY-  ND/WARD
 TF2156  USGS QUAD   -  MINOT (1979)
 TF2156
 TF2156                         *CURRENT SURVEY CONTROL
 TF2156  ___________________________________________________________________
 TF2156* NAD 83(1996)-  48 13 06.51023(N)    101 18 14.15682(W)     ADJUSTED  
 TF2156* NAVD 88     -                                                        
 TF2156  ___________________________________________________________________
 TF2156  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 TF2156  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF2156
 TF2156  HORZ ORDER  -  THIRD
 TF2156
 TF2156.The horizontal coordinates were established by classical geodetic methods
 TF2156.and adjusted by the National Geodetic Survey in January 1998..
 TF2156
 TF2156
 TF2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2156
 TF2156.The geoid height was determined by GEOID03.
 TF2156
 TF2156;                    North         East     Units Scale Factor Converg.
 TF2156;SPC ND N     -   135,783.685   540,264.754   MT  0.99993856   -0 35 53.6
 TF2156;SPC ND N     -   445,484.53  1,772,522.16   iFT  0.99993856   -0 35 53.6
 TF2156;UTM  14      - 5,343,149.633   328,869.009   MT  0.99995984   -1 43 06.4
 TF2156
 TF2156                          SUPERSEDED SURVEY CONTROL
 TF2156
 TF2156  NAD 83(1986)-  48 13 06.51027(N)    101 18 14.15409(W) AD(       ) 4
 TF2156  NAD 27      -  48 13 06.47200(N)    101 18 12.57800(W) AD(       ) 3
 TF2156
 TF2156.Superseded values are not recommended for survey control.
 TF2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2156.See file dsdata.txt to determine how the superseded data were derived.
 TF2156
 TF2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2886943150(NAD 83)
 TF2156_MARKER: 53 = ELEVATED TANK
 TF2156
 TF2156  HISTORY     - Date     Condition        Report By
 TF2156  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2156
 TF2156                          STATION DESCRIPTION
 TF2156
 TF2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2156'THE STATION IS THE CENTER OF A BALL ATOP THE MINOT, MUNICIPAL
 TF2156'WATER TANK, AND IT IS LOCATED IN THE SOUTH-SOUTHWEST PART OF
 TF2156'MINOT, ABOUT 1 MILE WEST OF U.S. HIGHWAY 83.  IT IS A 8-LEGGED
 TF2156'TANK AND IT IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2155 ***********************************************************************
 TF2155  DESIGNATION -  MINOT ST LEOS CATH CH SPIRE
 TF2155  PID         -  TF2155
 TF2155  STATE/COUNTY-  ND/WARD
 TF2155  USGS QUAD   -  MINOT (1979)
 TF2155
 TF2155                         *CURRENT SURVEY CONTROL
 TF2155  ___________________________________________________________________
 TF2155* NAD 83(1996)-  48 14 00.74789(N)    101 17 30.25933(W)     ADJUSTED  
 TF2155* NAVD 88     -                                                        
 TF2155  ___________________________________________________________________
 TF2155  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 TF2155  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF2155
 TF2155  HORZ ORDER  -  THIRD
 TF2155
 TF2155.The horizontal coordinates were established by classical geodetic methods
 TF2155.and adjusted by the National Geodetic Survey in January 1998..
 TF2155
 TF2155
 TF2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2155
 TF2155.The geoid height was determined by GEOID03.
 TF2155
 TF2155;                    North         East     Units Scale Factor Converg.
 TF2155;SPC ND N     -   137,449.367   541,187.989   MT  0.99993921   -0 35 21.0
 TF2155;SPC ND N     -   450,949.37  1,775,551.15   iFT  0.99993921   -0 35 21.0
 TF2155;UTM  14      - 5,344,796.975   329,824.655   MT  0.99995584   -1 42 35.1
 TF2155
 TF2155                          SUPERSEDED SURVEY CONTROL
 TF2155
 TF2155  NAD 83(1986)-  48 14 00.74791(N)    101 17 30.25669(W) AD(       ) 4
 TF2155  NAD 27      -  48 14 00.71100(N)    101 17 28.67200(W) AD(       ) 3
 TF2155
 TF2155.Superseded values are not recommended for survey control.
 TF2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2155.See file dsdata.txt to determine how the superseded data were derived.
 TF2155
 TF2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2982544797(NAD 83)
 TF2155_MARKER: 90 = CHURCH SPIRE
 TF2155
 TF2155  HISTORY     - Date     Condition        Report By
 TF2155  HISTORY     - 1934     FIRST OBSERVED   CGS
 TF2155  HISTORY     - 1946     GOOD             CGS
 TF2155
 TF2155                          STATION DESCRIPTION
 TF2155
 TF2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF2155'THIS IS A RED BRICK BUILDING OF GOTHIC ARCHITECTURE.  IT
 TF2155'HAS TWO SPIRES, WITH CROSSES, ON OPPOSITE CORNERS OF THE
 TF2155'FRONT OF THE BUILDING.  THE TALLER OF THESE SPIRES IS LOCATED
 TF2155'ON THE SE CORNER OF THE BUILDING AND IT IS THE INTERSECTION POINT.
 TF2155'
 TF2155'THIS BUILDING IS LOCATED AT THE INTERSECTION OF THIRD AVENUE
 TF2155'AND FIRST STREET, ON THE SW CORNER OF THE INTERSECTION, AND
 TF2155'DIRECTLY ACROSS FIRST STREET FROM THE MINOT JUNIOR HIGH SCHOOL.
 TF2155
 TF2155                          STATION RECOVERY (1946)
 TF2155
 TF2155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2155'THIS STATION IS LOCATED ON THE NORTHWEST CORNER OF A SQUARE,
 TF2155'2 BLOCKS WEST OF THE NORTHWEST CORNER OF THE COURTHOUSE.
 TF2155'IT IS A RED BRICK BUILDING WITH A BLACK ROOF.  IT IS ABOUT
 TF2155'100 FEET HIGH AND HAS THREE SPIRES.
 TF2155'
 TF2155'THE POINT INTERSECTED WAS THE TALLEST OF THE THREE SPIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2165 ***********************************************************************
 TF2165  DESIGNATION -  MINOT USAF RADAR DOME CEN OF 3
 TF2165  PID         -  TF2165
 TF2165  STATE/COUNTY-  ND/WARD
 TF2165  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF2165
 TF2165                         *CURRENT SURVEY CONTROL
 TF2165  ___________________________________________________________________
 TF2165* NAD 83(1996)-  48 00 12.09277(N)    101 17 45.46378(W)     ADJUSTED  
 TF2165* NAVD 88     -                                                        
 TF2165  ___________________________________________________________________
 TF2165  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 TF2165  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF2165
 TF2165  HORZ ORDER  -  THIRD
 TF2165
 TF2165.The horizontal coordinates were established by classical geodetic methods
 TF2165.and adjusted by the National Geodetic Survey in January 1998..
 TF2165
 TF2165
 TF2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2165
 TF2165.The geoid height was determined by GEOID03.
 TF2165
 TF2165;                    North         East     Units Scale Factor Converg.
 TF2165;SPC ND N     -   111,861.051   540,609.707   MT  0.99993685   -0 35 32.3
 TF2165;SPC ND N     -   366,998.20  1,773,653.89   iFT  0.99993685   -0 35 32.3
 TF2165;UTM  14      - 5,319,224.257   328,747.411   MT  0.99996037   -1 42 24.2
 TF2165
 TF2165                          SUPERSEDED SURVEY CONTROL
 TF2165
 TF2165  NAD 83(1986)-  48 00 12.09336(N)    101 17 45.46008(W) AD(       ) 4
 TF2165  NAD 27      -  48 00 12.04409(N)    101 17 43.86541(W) AD(       ) 3
 TF2165
 TF2165.Superseded values are not recommended for survey control.
 TF2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2165.See file dsdata.txt to determine how the superseded data were derived.
 TF2165
 TF2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2874719224(NAD 83)
 TF2165_MARKER: 87 = DOME
 TF2165
 TF2165  HISTORY     - Date     Condition        Report By
 TF2165  HISTORY     - 1967     FIRST OBSERVED   CGS
 TF2165
 TF2165                          STATION DESCRIPTION
 TF2165
 TF2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2165'STATION IS LOCATED ABOUT 17 MILES SOUTH OF THE TOWN OF MINOT,
 TF2165'ON A PROMINENT HILL, INSIDE A FENCED RADAR COMPOUND AND ON THE
 TF2165'WEST SIDE OF U.S. HIGHWAY 83.
 TF2165'
 TF2165'MINOT, U.S. AIR FORCE, RADAR DOME (CENTER 1 OF 3) IS A LARGE
 TF2165'DOME MOUNTED ON TOP OF A LARGE COMMUNICATIONS BUILDING.  THE
 TF2165'DOME IS WHITE IN COLOR, 81 FEET IN HEIGHT AND HAS A STEEL
 TF2165'BALL ON TOP.
 TF2165'
 TF2165'POINT INTERSECTED, WAS THE STEEL BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2146 ***********************************************************************
 TF2146  DESIGNATION -  MINOT USCAA RADIO RANGE STATION
 TF2146  PID         -  TF2146
 TF2146  STATE/COUNTY-  ND/WARD
 TF2146  USGS QUAD   -  SURREY (1981)
 TF2146
 TF2146                         *CURRENT SURVEY CONTROL
 TF2146  ___________________________________________________________________
 TF2146* NAD 83(1996)-  48 13 15.16254(N)    101 13 44.67396(W)     ADJUSTED  
 TF2146* NAVD 88     -                                                        
 TF2146  ___________________________________________________________________
 TF2146  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 TF2146  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 TF2146
 TF2146  HORZ ORDER  -  THIRD
 TF2146
 TF2146.The horizontal coordinates were established by classical geodetic methods
 TF2146.and adjusted by the National Geodetic Survey in January 1998..
 TF2146
 TF2146
 TF2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2146
 TF2146.The geoid height was determined by GEOID03.
 TF2146
 TF2146;                    North         East     Units Scale Factor Converg.
 TF2146;SPC ND N     -   135,995.532   545,829.222   MT  0.99993866   -0 32 33.1
 TF2146;SPC ND N     -   446,179.57  1,790,778.29   iFT  0.99993866   -0 32 33.1
 TF2146;UTM  14      - 5,343,252.660   334,436.608   MT  0.99993681   -1 39 45.5
 TF2146
 TF2146                          SUPERSEDED SURVEY CONTROL
 TF2146
 TF2146  NAD 83(1986)-  48 13 15.16275(N)    101 13 44.67173(W) AD(       ) 4
 TF2146  NAD 27      -  48 13 15.12700(N)    101 13 43.09200(W) AD(       ) 3
 TF2146
 TF2146.Superseded values are not recommended for survey control.
 TF2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2146.See file dsdata.txt to determine how the superseded data were derived.
 TF2146
 TF2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3443743253(NAD 83)
 TF2146
 TF2146  HISTORY     - Date     Condition        Report By
 TF2146  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2146
 TF2146                          STATION DESCRIPTION
 TF2146
 TF2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2146'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MINOT ON
 TF2146'THE TOP OF A LOW GRASS COVERED HILL.  THE STATION IS LOCATED
 TF2146'ON U.S.C.A.A. SITE NUMBER B.M. 10.
 TF2146'
 TF2146'THERE ARE 7 POLES FORMING A SQUARE ABOUT 240 FEET ON A SIDE
 TF2146'WITH ONE POLE IN THE CENTER.  THE POLES ARE ABOUT 65 FEET
 TF2146'HIGH AND ARE PAINTED ALTERNATE RED AND WHITE SECTIONS.  THE
 TF2146'CENTER POLE IS 6 FEET SOUTHEAST OF A SMALL WHITE METAL TRANSMITTER
 TF2146'BUILDING.  THE WHOLE UNIT IS ENCLOSED IN A FENCE ABOUT 300
 TF2146'FEET BY 600 FEET.  THE POINT INTERSECTED WAS THE CENTER OF 7
 TF2146'POLES.
 TF2146'
 TF2146'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 TF2146'NO. 2 AND 52 IN MINOT GO NORTHEAST ON U.S. HIGHWAY NO. 2 FOR
 TF2146'2.5 MILES TO A CROSS ROADS.  HERE TURN RIGHT AND GO SOUTH
 TF2146'ON A TRACK ROAD 0.5 MILE TO THE STATION ON THE RIGHT AS
 TF2146'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1178 ***********************************************************************
 TD1178  DESIGNATION -  MINTO
 TD1178  PID         -  TD1178
 TD1178  STATE/COUNTY-  ND/WALSH
 TD1178  USGS QUAD   -  MINTO (1973)
 TD1178
 TD1178                         *CURRENT SURVEY CONTROL
 TD1178  ___________________________________________________________________
 TD1178* NAD 83(1996)-  48 16 44.69053(N)    097 21 59.91801(W)     ADJUSTED  
 TD1178* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 TD1178  ___________________________________________________________________
 TD1178  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 TD1178  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 TD1178
 TD1178  HORZ ORDER  -  FIRST
 TD1178
 TD1178.The horizontal coordinates were established by classical geodetic methods
 TD1178.and adjusted by the National Geodetic Survey in January 1998..
 TD1178
 TD1178.The orthometric height was scaled from a topographic map.
 TD1178
 TD1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1178
 TD1178.The geoid height was determined by GEOID03.
 TD1178
 TD1178;                    North         East     Units Scale Factor Converg.
 TD1178;SPC ND N     -   146,941.609   832,486.127   MT  0.99994159   +2 19 53.9
 TD1178;SPC ND N     -   482,091.89  2,731,253.70   iFT  0.99994159   +2 19 53.9
 TD1178;UTM  14      - 5,348,609.037   621,180.576   MT  0.99978043   +1 13 09.4
 TD1178
 TD1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1178!SPC ND N     -   0.99996493  x   0.99994159  =   0.99990652
 TD1178!UTM  14      -   0.99996493  x   0.99978043  =   0.99974537
 TD1178
 TD1178|---------------------------------------------------------------------|
 TD1178| PID    Reference Object                     Distance      Geod. Az  |
 TD1178|                                                           dddmmss.s |
 TD1178| CO7954 MINTO RM 2                           24.626 METERS 11711     |
 TD1178| TD1158 ARDOCH ST JOHN BAP CATH SPIRE       APPROX. 8.3 KM 1654226.4 |
 TD1178| TD1176 MINTO SACRED HEART E SPIRE          APPROX. 1.3 KM 3383647.6 |
 TD1178| TD1183 GRAFTON MICROWAVE WDAY              APPROX.12.5 KM 3391532.1 |
 TD1178| TD1180 GRAFTON NEW VIEW TV MAST            APPROX.16.2 KM 3421518.9 |
 TD1178| TD1177 MINTO MUNICIPAL TANK                APPROX. 1.3 KM 3424407.9 |
 TD1178| TD1181 GRAFTON NW BELL MICROWAVE           APPROX.15.9 KM 3474602.2 |
 TD1178| TD1182 GRAFTON MUNICIPAL TANK              APPROX.16.1 KM 3481907.5 |
 TD1178| CO7952 MINTO AZ MK                                        3585627.6 |
 TD1178| CO7953 MINTO RM 1                           27.512 METERS 35955     |
 TD1178|---------------------------------------------------------------------|
 TD1178
 TD1178                          SUPERSEDED SURVEY CONTROL
 TD1178
 TD1178  NAD 83(1986)-  48 16 44.68846(N)    097 21 59.91643(W) AD(       ) 1
 TD1178  NAD 27      -  48 16 44.73298(N)    097 21 58.64937(W) AD(       ) 1
 TD1178
 TD1178.Superseded values are not recommended for survey control.
 TD1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1178.See file dsdata.txt to determine how the superseded data were derived.
 TD1178
 TD1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2118148609(NAD 83)
 TD1178_MARKER: DS = TRIANGULATION STATION DISK
 TD1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1178_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1178
 TD1178  HISTORY     - Date     Condition        Report By
 TD1178  HISTORY     - 1967     MONUMENTED       CGS
 TD1178  HISTORY     - 1983     GOOD             LOCENG
 TD1178
 TD1178                          STATION DESCRIPTION
 TD1178
 TD1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1178'THE STATION IS ABOUT 1 MILE SOUTH OF MINTO ON THE EAST RIGHT
 TD1178'OF WAY OF U.S. HIGHWAY 81.
 TD1178'
 TD1178'TO REACH THE STATION FROM THE POST OFFICE IN MINTO, GO EAST
 TD1178'FOR 1/2 BLOCK TO U.S. HIGHWAY 81.  TURN RIGHT AND GO SOUTH
 TD1178'ON U.S. HIGHWAY 81 FOR 0.7 MILE TO A CROSSROAD.  (TO REACH
 TD1178'THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO EAST ON
 TD1178'A GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 TD1178'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE MARK
 TD1178'ON THE RIGHT).  CONTINUE SOUTH ON U.S. HIGHWAY 81 FOR 0.2
 TD1178'MILE TO THE STATION MARK ON THE LEFT.
 TD1178'
 TD1178'THE STATION MARK IS A STANDARD DISK, STAMPED MINTO 1967,
 TD1178'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1178'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 129.0
 TD1178'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACKS, 83.0 FEET
 TD1178'EAST OF THE CENTERLINE OF U.S. HIGHWAY 81 AND 4.6 FEET
 TD1178'EAST-NORTHEAST OF A WITNESS POST.
 TD1178'
 TD1178'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MINTO NO 1 1967,
 TD1178'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1178'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 122.0
 TD1178'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 107.0 FEET
 TD1178'EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 93.6 FEET NORTH
 TD1178'OF THE WITNESS POST AND THE SAME ELEVATION AS THE STATION MARK.
 TD1178'
 TD1178'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MINTO NO 2 1967,
 TD1178'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1178'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.0
 TD1178'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 32.5
 TD1178'FEET NORTHWEST OF A TELEPHONE LINE POLE AND 2 FEET LOWER IN
 TD1178'ELEVATION THAN THE STATION MARK.
 TD1178'
 TD1178'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MINTO 1967, SET
 TD1178'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1178'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 52.0
 TD1178'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 31.0 FEET
 TD1178'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 2.8 FEET
 TD1178'NORTHWEST OF A WITNESS POST AND 2.2 FEET SOUTH OF A TELEPHONE
 TD1178'LINE POLE.
 TD1178'
 TD1178'THE UNDERGROUND STATION MARK WAS SET 54 INCHES BELOW THE
 TD1178'GROUND SURFACE.
 TD1178'
 TD1178'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 TD1178
 TD1178                          STATION RECOVERY (1983)
 TD1178
 TD1178'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (ED)
 TD1178'MIR TO 1967 RECOVERED GOOD.
 TD1178'
 TD1178'AZ MARK RECOVERED GOOD.
 TD1178'
 TD1178'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF MINTO,
 TD1178'N. OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1177 ***********************************************************************
 TD1177  DESIGNATION -  MINTO MUNICIPAL TANK
 TD1177  PID         -  TD1177
 TD1177  STATE/COUNTY-  ND/WALSH
 TD1177  USGS QUAD   -  MINTO (1973)
 TD1177
 TD1177                         *CURRENT SURVEY CONTROL
 TD1177  ___________________________________________________________________
 TD1177* NAD 83(1996)-  48 17 24.29845(N)    097 22 18.36377(W)     ADJUSTED  
 TD1177* NAVD 88     -                                                        
 TD1177  ___________________________________________________________________
 TD1177  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 TD1177  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 TD1177
 TD1177  HORZ ORDER  -  THIRD
 TD1177
 TD1177.The horizontal coordinates were established by classical geodetic methods
 TD1177.and adjusted by the National Geodetic Survey in January 1998..
 TD1177
 TD1177
 TD1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1177
 TD1177.The geoid height was determined by GEOID03.
 TD1177
 TD1177;                    North         East     Units Scale Factor Converg.
 TD1177;SPC ND N     -   148,148.470   832,056.476   MT  0.99994225   +2 19 40.2
 TD1177;SPC ND N     -   486,051.41  2,729,844.08   iFT  0.99994225   +2 19 40.2
 TD1177;UTM  14      - 5,349,823.813   620,774.498   MT  0.99977922   +1 12 56.4
 TD1177
 TD1177                          SUPERSEDED SURVEY CONTROL
 TD1177
 TD1177  NAD 83(1986)-  48 17 24.29638(N)    097 22 18.36192(W) AD(       ) 4
 TD1177  NAD 27      -  48 17 24.34018(N)    097 22 17.09623(W) AD(       ) 3
 TD1177
 TD1177.Superseded values are not recommended for survey control.
 TD1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1177.See file dsdata.txt to determine how the superseded data were derived.
 TD1177
 TD1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2077449824(NAD 83)
 TD1177_MARKER: 53 = ELEVATED TANK
 TD1177
 TD1177  HISTORY     - Date     Condition        Report By
 TD1177  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1177
 TD1177                          STATION DESCRIPTION
 TD1177
 TD1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1177'THE STATION IS THE CENTER OF THE TOP OF A 110 FOOT HIGH
 TD1177'HEMISPHERICAL BOTTOM ELEVATED TANK.  IT IS LOCATED IN THE
 TD1177'CENTER OF TOWN, 100 FEET WEST OF U.S. HIGHWAY 81 AND 75 FEET
 TD1177'NORTH OF THIRD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1176 ***********************************************************************
 TD1176  DESIGNATION -  MINTO SACRED HEART E SPIRE
 TD1176  PID         -  TD1176
 TD1176  STATE/COUNTY-  ND/WALSH
 TD1176  USGS QUAD   -  MINTO (1973)
 TD1176
 TD1176                         *CURRENT SURVEY CONTROL
 TD1176  ___________________________________________________________________
 TD1176* NAD 83(1996)-  48 17 25.22435(N)    097 22 23.70568(W)     ADJUSTED  
 TD1176* NAVD 88     -                                                        
 TD1176  ___________________________________________________________________
 TD1176  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 TD1176  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 TD1176
 TD1176  HORZ ORDER  -  THIRD
 TD1176
 TD1176.The horizontal coordinates were established by classical geodetic methods
 TD1176.and adjusted by the National Geodetic Survey in January 1998..
 TD1176
 TD1176
 TD1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1176
 TD1176.The geoid height was determined by GEOID03.
 TD1176
 TD1176;                    North         East     Units Scale Factor Converg.
 TD1176;SPC ND N     -   148,172.572   831,945.300   MT  0.99994227   +2 19 36.2
 TD1176;SPC ND N     -   486,130.49  2,729,479.33   iFT  0.99994227   +2 19 36.2
 TD1176;UTM  14      - 5,349,850.065   620,663.830   MT  0.99977889   +1 12 52.4
 TD1176
 TD1176                          SUPERSEDED SURVEY CONTROL
 TD1176
 TD1176  NAD 83(1986)-  48 17 25.22243(N)    097 22 23.70393(W) AD(       ) 4
 TD1176  NAD 27      -  48 17 25.26633(N)    097 22 22.43752(W) AD(       ) 3
 TD1176
 TD1176.Superseded values are not recommended for survey control.
 TD1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1176.See file dsdata.txt to determine how the superseded data were derived.
 TD1176
 TD1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU2066449850(NAD 83)
 TD1176_MARKER: 90 = CHURCH SPIRE
 TD1176
 TD1176  HISTORY     - Date     Condition        Report By
 TD1176  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1176
 TD1176                          STATION DESCRIPTION
 TD1176
 TD1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1176'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF TWO
 TD1176'IDENTICAL SPIRES, THAT HAVE AN OVERALL HEIGHT OF 55 FEET.  IT
 TD1176'IS LOCATED 1 BLOCK WEST OF U.S. HIGHWAY 81 IN THE CENTRAL
 TD1176'PORTION OF THE TOWN OF MINTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1171 ***********************************************************************
 SM1171  DESIGNATION -  MISSION
 SM1171  PID         -  SM1171
 SM1171  STATE/COUNTY-  ND/BENSON
 SM1171  USGS QUAD   -  FORT TOTTEN (1994)
 SM1171
 SM1171                         *CURRENT SURVEY CONTROL
 SM1171  ___________________________________________________________________
 SM1171* NAD 83(1996)-  47 58 21.83608(N)    098 54 32.60378(W)     ADJUSTED  
 SM1171* NAVD 88     -       531.46   (+/-2cm)    1743.6    (feet)  VERTCON   
 SM1171  ___________________________________________________________________
 SM1171  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 SM1171  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 SM1171
 SM1171  HORZ ORDER  -  FIRST
 SM1171  VERT ORDER  -  THIRD ? (See Below)
 SM1171
 SM1171.The horizontal coordinates were established by classical geodetic methods
 SM1171.and adjusted by the National Geodetic Survey in January 1998..
 SM1171
 SM1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1171.The vertical order pertains to the NGVD 29 superseded value.
 SM1171
 SM1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1171
 SM1171.The geoid height was determined by GEOID03.
 SM1171
 SM1171;                    North         East     Units Scale Factor Converg.
 SM1171;SPC ND N     -   109,375.982   718,771.416   MT  0.99993774   +1 11 01.9
 SM1171;SPC ND N     -   358,845.09  2,358,173.94   iFT  0.99993774   +1 11 01.9
 SM1171;UTM  14      - 5,313,273.535   506,787.542   MT  0.99960057   +0 04 03.2
 SM1171
 SM1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1171!SPC ND N     -   0.99992043  x   0.99993774  =   0.99985818
 SM1171!UTM  14      -   0.99992043  x   0.99960057  =   0.99952103
 SM1171
 SM1171:                Primary Azimuth Mark                     Grid Az
 SM1171:SPC ND N     -  DEVILS LAKE N DAK ST PAT MAST            046 34 45.4
 SM1171:UTM  14      -  DEVILS LAKE N DAK ST PAT MAST            047 41 44.1
 SM1171
 SM1171|---------------------------------------------------------------------|
 SM1171| PID    Reference Object                     Distance      Geod. Az  |
 SM1171|                                                           dddmmss.s |
 SM1171| SM1173 DEVILS LAKE N DAK ST PAT MAST       APPROX. 2.4 KM 0474547.3 |
 SM1171| CO6418 MISSION AZ MK                                      1224856.2 |
 SM1171| CO6419 MISSION RM 1                         28.163 METERS 12949     |
 SM1171| CO6420 MISSION RM 2                         20.371 METERS 25543     |
 SM1171| SM1170 SKI SLIDE PLATFORM                  APPROX. 2.4 KM 3134045.1 |
 SM1171|---------------------------------------------------------------------|
 SM1171
 SM1171                          SUPERSEDED SURVEY CONTROL
 SM1171
 SM1171  NAD 83(1986)-  47 58 21.83598(N)    098 54 32.60241(W) AD(       ) 1
 SM1171  NAD 27      -  47 58 21.84270(N)    098 54 31.17660(W) AD(       ) 1
 SM1171  NGVD 29 (07/19/86)  531.11   (m)         1742.5    (f) LEVELING    3  
 SM1171
 SM1171.Superseded values are not recommended for survey control.
 SM1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1171.See file dsdata.txt to determine how the superseded data were derived.
 SM1171
 SM1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU0678813274(NAD 83)
 SM1171_MARKER: DS = TRIANGULATION STATION DISK
 SM1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1171_STAMPING: MISSION 1934
 SM1171_MARK LOGO: CGS   
 SM1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 SM1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM1171+STABILITY: SURFACE MOTION
 SM1171
 SM1171  HISTORY     - Date     Condition        Report By
 SM1171  HISTORY     - 1934     MONUMENTED       CGS
 SM1171  HISTORY     - 1960     GOOD             CGS
 SM1171  HISTORY     - 1967     GOOD             CGS
 SM1171  HISTORY     - 19970811 GOOD             NDHD
 SM1171
 SM1171                          STATION DESCRIPTION
 SM1171
 SM1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1171'STATION IS LOCATED NEAR THE DIVIDING LINES OF SECS. 19 AND
 SM1171'24, T 152 N, R 65 W, AND R 64 W, ABOUT 3-3/4 MILES SE OF
 SM1171'FORT TOTTEN.  STATION IS ON THE MORE WESTERLY OF TWO ROCKY
 SM1171'KNOBS OF THE SAME HEIGHT, JUST S OF SOME SMALL BRUSH AND
 SM1171'TREES, AND ABOUT 140 YARDS NE OF IRVIN FORKELDSONS HOUSE.
 SM1171'
 SM1171'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1171'BRONZE DISKS SET IN CONCRETE.
 SM1171'
 SM1171'REFERENCE MARK NO. 1 IS E OF THE STATION ON A ROCKY KNOB
 SM1171'JUST S OF A SMALL BRUSH.
 SM1171'
 SM1171'REFERENCE MARK NO. 2 IS W OF STATION, JUST S OF SMALL BRUSH
 SM1171'AND TREES.
 SM1171'
 SM1171'AZIMUTH MARK IS SE OF STATION ON A SMALL KNOB ABOUT 200 YARDS
 SM1171'W OF A SMALL VACANT HOUSE.
 SM1171'
 SM1171'TO REACH FROM ENTRANCE OF FORT TOTTEN INDIAN SCHOOL, GO E
 SM1171'TO SIGN ON LARGE BOULDER SULLYS HILL NATIONAL GAME PRESERVE
 SM1171'ON LEFT, KEEP MAIN ROAD AHEAD (RIGHT FORK) AND GO 0.9 MILE,
 SM1171'THEN LEFT FORK AND GO 0.3 MILE, THEN RIGHT FORK AND GO 0.4
 SM1171'MILE, THEN LEFT FORK AND GO 0.3 MILE, THEN RIGHT FORK AND
 SM1171'GO ON MAIN ROAD 0.5 MILE, THEN FOLLOW MAIN ROAD 1.0 MILE TO
 SM1171'MR. FORKELDSONS HOUSE AND STATION AS ABOVE.
 SM1171'
 SM1171'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 SM1171
 SM1171                          STATION RECOVERY (1960)
 SM1171
 SM1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 SM1171'ALL MARKS WERE FOUND IN EXCELLENT CONDITION.  NO TRACE OF
 SM1171'MR. IRVIN FORKELDSONS HOUSE COULD BE FOUND.  A NEW TO REACH IS
 SM1171'AS FOLLOWS--
 SM1171'
 SM1171'TO REACH THE STATION FROM THE POST OFFICE IN FORT TOTTEN, GO
 SM1171'SOUTH ON GRAVEL ROAD FOR 0.15 MILES TO INTERSECTION.  TURN LEFT
 SM1171'AND GO EAST FOR 0.45 MILES TO SIGN ON BOULDER SULLYS HILL
 SM1171'NATIONAL GAME PRESERVE ON LEFT.  CONTINUE EAST FOR 2.4 MILES
 SM1171'TO INTERSECTION.  CONTINUE EAST FOR 1.0 MILE TO FORK IN ROAD
 SM1171'AND STATION ON TOP OF HILL ON THE LEFT.
 SM1171
 SM1171                          STATION RECOVERY (1967)
 SM1171
 SM1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 SM1171'STATION LOCATION IS ADEQUATE.  ALL MARKS WERE RECOVERED AS IN THE
 SM1171'ORIGINAL DESCRIPTION.  A CHECK OF DISTANCE AND DIRECTION WAS MADE
 SM1171'TO MARKS AND FOUND TO BE CORRECT.  A NEW TO REACH FOLLOWS.
 SM1171'
 SM1171'NOTE--THE HOUSES MENTIONED IN THE ORIGINAL DESCRIPTION ARE
 SM1171'NO LONGER THERE.
 SM1171'
 SM1171'TO REACH FROM THE POST OFFICE IN FORT TOTTEN, GO SOUTH ON A
 SM1171'PAVED ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 SM1171'ON A GRAVELED ROAD FOR 0.45 MILE TO A FORK AND SIGN SULLYS HILL
 SM1171'NATIONAL GAME PRESERVE.  BEAR RIGHT AND GO SOUTHEASTERLY ON
 SM1171'GRAVELED ROAD FOR 2.5 MILES TO A CROSSROAD.  CONTINUE EAST ON A
 SM1171'TRACK ROAD FOR 1.0 MILE TO A FORK AND THE STATION ABOUT 0.1 MILE
 SM1171'TO THE NORTH ON A ROCKY KNOLL.
 SM1171'
 SM1171'TO REACH AZIMUTH MARK FROM THE ROAD FORK, JUST SOUTH OF THE
 SM1171'STATION, GO EAST ON A TRACK ROAD FOR 0.15 MILE TO A WIRE GATE ON THE
 SM1171'RIGHT.  PASS THROUGH GATE AND TURN LEFT IMMEDIATELY.  GO SOUTHEAST
 SM1171'ON A TRACK ROAD FOR 0.15 MILE TO A DIM FORK.  BEAR RIGHT ON A
 SM1171'TRACK ROAD FOR ABOUT 100 FEET.  THE AZIMUTH MARK IS ON A SMALL
 SM1171'KNOLL ABOUT 150 FEET EAST OF THIS POINT.
 SM1171'
 SM1171'HEIGHT OF PLATE ABOVE STATION MARK 21.9 METERS.
 SM1171
 SM1171                          STATION RECOVERY (1997)
 SM1171
 SM1171'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 SM1171'RECOVERED IN GOOD CONDITION.  NOTE--THE LAST TO REACH IS ADEQUATE THAT
 SM1171'ALL ROADS ARE NOW PAVED, SAVE FOR THE LAST MILE TO MARK.  ALL MARKS
 SM1171'WERE FOUND IN GOOD CONDITION, BUT A GRAVEL PIT HAS BEEN ESTABLISHED AT
 SM1171'THIS LOCATION, AND THE ROCKY RIDGE IS DESTINED TO BE MINED FOR ROCK
 SM1171'FOR RIP RAP.  THE CONSTRUCTION COMPANY WAS MADE AWARE OF THE LOCATION
 SM1171'OF THE STATION ON 8-13-97 BUT THE STATION WILL BE DESTROYED IT
 SM1171'APPEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0725 ***********************************************************************
 SO0725  DESIGNATION -  MISSION 2
 SO0725  PID         -  SO0725
 SO0725  STATE/COUNTY-  ND/MCLEAN
 SO0725  USGS QUAD   -  RAUB NW (1967)
 SO0725
 SO0725                         *CURRENT SURVEY CONTROL
 SO0725  ___________________________________________________________________
 SO0725* NAD 83(1996)-  47 38 12.01579(N)    102 13 39.15543(W)     ADJUSTED  
 SO0725* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 SO0725  ___________________________________________________________________
 SO0725  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 SO0725  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 SO0725
 SO0725  HORZ ORDER  -  FIRST
 SO0725
 SO0725.The horizontal coordinates were established by classical geodetic methods
 SO0725.and adjusted by the National Geodetic Survey in January 1998..
 SO0725
 SO0725.The orthometric height was scaled from a topographic map.
 SO0725
 SO0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0725
 SO0725.The geoid height was determined by GEOID03.
 SO0725
 SO0725;                    North         East     Units Scale Factor Converg.
 SO0725;SPC ND N     -    72,241.568   470,194.169   MT  0.99996624   -1 17 07.9
 SO0725;SPC ND N     -   237,013.02  1,542,631.79   iFT  0.99996624   -1 17 07.9
 SO0725;SPC ND S     -   220,418.919   470,184.943   MT  1.00003401   -1 15 36.1
 SO0725;SPC ND S     -   723,159.18  1,542,601.52   iFT  1.00003401   -1 15 36.1
 SO0725;UTM  13      - 5,279,643.305   708,253.366   MT  1.00013298   +2 02 57.4
 SO0725
 SO0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0725!SPC ND N     -   0.99990264  x   0.99996624  =   0.99986888
 SO0725!SPC ND S     -   0.99990264  x   1.00003401  =   0.99993665
 SO0725!UTM  13      -   0.99990264  x   1.00013298  =   1.00003561
 SO0725
 SO0725|---------------------------------------------------------------------|
 SO0725| PID    Reference Object                     Distance      Geod. Az  |
 SO0725|                                                           dddmmss.s |
 SO0725| CS9206 MISSION 2 RM 3                        8.080 METERS 04001     |
 SO0725| SO0229 SCORIA                              APPROX.16.0 KM 1095836.6 |
 SO0725| SO0722 ELBOWOODS FORT BERTHOLD N TANK      APPROX. 8.4 KM 1371744.4 |
 SO0725| SO0723 ELBOWOODS FORT BERTHOLD S TANK      APPROX. 8.4 KM 1373638.2 |
 SO0725| CS9204 MISSION RM 1                         11.835 METERS 13834     |
 SO0725| CS9203 MISSION AZ MK                                      2121426.9 |
 SO0725| CS9205 MISSION RM 2                         14.839 METERS 30859     |
 SO0725|---------------------------------------------------------------------|
 SO0725
 SO0725                          SUPERSEDED SURVEY CONTROL
 SO0725
 SO0725  NAD 83(1986)-  47 38 12.01280(N)    102 13 39.15099(W) AD(       ) 1
 SO0725  NAD 27      -  47 38 12.00190(N)    102 13 37.52890(W) AD(       ) 1
 SO0725
 SO0725.Superseded values are not recommended for survey control.
 SO0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0725.See file dsdata.txt to determine how the superseded data were derived.
 SO0725
 SO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN0825379643(NAD 83)
 SO0725_MARKER: Z = SEE DESCRIPTION
 SO0725_SETTING: 0 = UNSPECIFIED SETTING
 SO0725
 SO0725  HISTORY     - Date     Condition        Report By
 SO0725  HISTORY     - 1889     MONUMENTED       MORC
 SO0725  HISTORY     - 1941     SEE DESCRIPTION  CGS
 SO0725  HISTORY     - 1958     GOOD             CGS
 SO0725  HISTORY     - 1962     SEE DESCRIPTION  CGS
 SO0725
 SO0725                          STATION DESCRIPTION
 SO0725
 SO0725'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0725'STATION IS ON THE LEFT BANK, ON A KNOLL 2 MILES BACK FROM RIVER
 SO0725'AND ABOUT 5 MILES N OF W FROM INDIAN MISSION, AND NEARLY OPPOSITE
 SO0725'THE MOUTH OF LITTLE MISSOURI RIVER.  WAGON ROAD IN COULEE SW FROM
 SO0725'STATION, AND AN INDIAN RANCH NEAR RIVER.  STATION IS ON HIGHEST
 SO0725'KNOLL.
 SO0725
 SO0725                          STATION RECOVERY (1941)
 SO0725
 SO0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0725'STATION IS ABOUT 4 MILES W AND 4 MILES N OF ELBOWOODS ON THE
 SO0725'HIGHEST ONE OF A GROUP OF HILLS THAT ARE ABOUT 1.25 MILES E OF
 SO0725'THE MISSOURI RIVER AND AT THE POINT WHERE THE RIVER BENDS TO THE
 SO0725'N.  IT IS IN THE FORT BERTHOLD INDIAN RESERVATION IN THE SE 1/4
 SO0725'SEC. 14, T. 148 N, R. 91 W.  THE MARK IS 11 FEET N OF A WHITE
 SO0725'REFERENCE POST AND PROJECTS 10 INCHES.  IT IS A 4-INCH CAST-IRON
 SO0725'HEAD ON A CAST-IRON PIPE.  U.S. MISSOURI RIVER COMMISSION CAST
 SO0725'IN A CAP SURROUNDS A RAISED TRIANGLE THAT HAS A SMALL HOLE
 SO0725'MARKING ITS CENTER.
 SO0725'
 SO0725'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 SO0725'CONCRETE.
 SO0725'
 SO0725'REFERENCE MARK NO. 1 IS STAMPED MISSION USMRC NO. 1 1941 AND
 SO0725'PROJECTS 3 INCHES.
 SO0725'
 SO0725'REFERENCE MARK NO. 2 IS STAMPED MISSION USMRC NO. 2 1941 AND
 SO0725'PROJECTS 4 INCHES.
 SO0725'
 SO0725'THE AZIMUTH MARK IS 3.5 FEET N OF A WHITE REFERENCE POST, 1.5
 SO0725'FEET E OF A FENCE AND 0.1 MILE N OF A FENCE CORNER AND GATE INTO
 SO0725'A PASTURE.  IT IS STAMPED USMRC MISSION 1941 AND PROJECTS 6
 SO0725'INCHES.
 SO0725'
 SO0725'TO REACH THE STATION FROM THE J.A. RAPP GENERAL MERCHANDISE
 SO0725'STORE ON STATE HIGHWAY 8, 1 MILE NW OF ELBOWOODS, GO W FOR 1.0
 SO0725'MILE THEN TURN RIGHT (N) ON A GRADED DIRT ROAD.  FOLLOW THIS
 SO0725'MAIN ROAD N AND W FOR 4.85 MILES TO ENTRANCE TO A FIELD, TURN
 SO0725'SHARP RIGHT ON FIELD ROAD (S AND E) FOR 0.5 MILE TO A FARM
 SO0725'HOUSE.  FROM THE FARMHOUSE GO UP A DRAW (NW) THROUGH A GATE AND
 SO0725'FOLLOW A TRAIL ROAD ACROSS A PASTURE 0.35 MILE TO A GATE.
 SO0725'(AZIMUTH MARK IS 0.1 MILE N, IN FENCE LINE.) PASS THROUGH
 SO0725'GATE AND FOLLOW TRAIL ROAD (NE) FOR 1.0 MILE TO THE HEAD OF A
 SO0725'DRAW, CONTINUE AHEAD 100 YARDS TO A SMALL PASS, TURN LEFT 100
 SO0725'YARDS TO THE TOP OF THE HILL AND THE STATION.
 SO0725'
 SO0725'A 24-FOOT SIGNAL AT SCORIA (USMRC) IS VISIBLE ON THE GROUND.
 SO0725'
 SO0725'A 24-FOOT SIGNAL AT MILLER IS VISIBLE ON THE GROUND.
 SO0725'
 SO0725'A 24-FOOT SIGNAL AT TWIN IS VISIBLE ON THE GROUND.
 SO0725
 SO0725                          STATION RECOVERY (1958)
 SO0725
 SO0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SO0725'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 SO0725'
 SO0725'FOLLOWING IS A DESCRIPTION TO REACH THE STATION FROM GARRISON.
 SO0725'
 SO0725'TO REACH FROM GARRISON (FROM THE RAILROAD CROSSING ON STATE
 SO0725'HIGHWAY 37 IN THE S EDGE OF TOWN), GO W ON STATE HIGHWAY 37 FOR
 SO0725'12.55 MI. TO FORKS WHERE THE HIGHWAY TURNS RIGHT, CONTINUE W ON
 SO0725'A GRAVEL ROAD FOR 11.35 MI., TURN RIGHT AND CONTINUE ON THE MAIN
 SO0725'ROAD FOR 0.6 MI. TO A SIDE ROAD LEFT, TURN LEFT AND GO W ON A
 SO0725'GRADED ROAD FOR 2.0 MI. TO A POINT WHERE THE MAIN ROAD TURNS
 SO0725'RIGHT, CONTINUE STRAIGHT AHEAD (W) ON A TRACK ROAD FOR 2.0 MI.
 SO0725'TO A CATTLEGUARD, CROSS THE CATTLEGUARD THEN TAKE LEFT FORK
 SO0725'AND GO SW ON A TRACK ROAD FOR 0.3 MI. TO A WIRE GATE IN AN E-W
 SO0725'FENCE LINE, GO THROUGH GATE THEN TURN RIGHT AND GO W ALONG THE
 SO0725'S SIDE OF THE FENCE FOR 0.3 MI. TO FORKS, TAKE LEFT FORK
 SO0725'AND FOLLOW THE TRACK ROAD SW FOR 1.05 MI. TO A KNOLL ON THE
 SO0725'LEFT, TURN LEFT FOR ABOUT 50 YD. TO A HIGHEST POINT AND THE
 SO0725'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE
 SO0725'PLAINEST TRACK ROAD S FOR 1.0 MI., AND THE MARK IS ABOUT 75
 SO0725'YD. TO THE RIGHT (W) OF THIS POINT.
 SO0725
 SO0725                          STATION RECOVERY (1962)
 SO0725
 SO0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SO0725'THE STATION IS LOCATED 9 MILES WEST AND 7-1/2 MILES SOUTH OF
 SO0725'THE SMALL TOWN OF RAUB, IN THE SE 1/4 OF SEC. 14,T148N,R91W,
 SO0725'ON A KNOLL IN A PASTURE.
 SO0725'
 SO0725'THE STATION WAS ORIGINALLY MISSION (MORC) 1889, BUT THE MARK WAS
 SO0725'FOUND TO HAVE BEEN HIT BY FARM MACHINERY AND SETTING ON A SLANT.
 SO0725'IT WAS STRAIGHTENED REENFORCED AND STAMPED 2.
 SO0725'
 SO0725'THE 1941 REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 SO0725'RECOVERED AND RESTAMPED MISSION 2 MORC 1962.  A NEW REFERENCE
 SO0725'MARK NUMBER 3 WAS ESTABLISHED AT THIS DATE.
 SO0725'
 SO0725'TO REACH FROM THE POST OFFICE IN RAUB, GO NORTH FOR 0.1 MILE TO
 SO0725'THE JUNCTION WITH STATE HIGHWAY 37.  TURN LEFT AND GO WEST ON
 SO0725'STATE ROUTE 37 FOR 3 MILES TO A CROSSROAD.  TURN LEFT AND FOLLOW
 SO0725'THE GRAVELED ROAD SOUTH WEST AND SOUTH FOR 7.5 MILES TO A SIDE
 SO0725'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 2.05 MILES TO WHERE THE
 SO0725'ROAD CURVES NORTH AND A SIDE ROAD LEFT, LEADING TO A CATTLE
 SO0725'GUARD.  TURN LEFT AND FOLLOW THE TRACK ROAD WEST FOR 1.95 MILES
 SO0725'TO A CATTLE GUARD AND A FORK.  PASS THROUGH THE CATTLE GUARD,
 SO0725'TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR 0.25 MILE TO A
 SO0725'WIRE GATE IN AN EAST WEST FENCE.  PASS THROUGH THE GATE AND
 SO0725'FOLLOW THE TRACK ROAD WEST ALONG THE FENCE FOR 0.3 MILE TO A
 SO0725'FORK.  KEEP LEFT FORK, AND GO SOUTHWEST ON THE TRACK ROAD FOR
 SO0725'1.1 MILES TO A KNOLL AND THE STATION 0.05 MILE TO THE EAST ON
 SO0725'THE HIGHEST POINT OF THE KNOLL.  CONTINUE SOUTHWESTERLY ON THE
 SO0725'TRACK ROAD FOR 0.25 MILE TO A FORK.  KEEP LEFT FORK, AND GO
 SO0725'SOUTH ON THE TRACK ROAD FOR 1.2 MILES TO THE TOP OF THE KNOLL.
 SO0725'TURN RIGHT, LEAVING THE TRACK ROAD AND GO WEST FOR 0.05 MILE
 SO0725'TO THE AZIMUTH MARK.
 SO0725'
 SO0725'THE STATION MARK IS A CAST IRON CAP, ON A 4 INCH CAST IRON
 SO0725'PIPE, WITH U.S. MISSOURI RIVER COMMISSION CAST ON TOP OF THE
 SO0725'CAP AND STAMPED 2, SURROUNDING A RAISED TRIANGLE THAT HAS A SMALL
 SO0725'HOLE MARKING THE CENTER.
 SO0725'
 SO0725'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED, MISSION 2 MORC
 SO0725'1962 NO 1, AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SO0725'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS LOCATED ON THE EAST
 SO0725'SLOPE OF A KNOLL AND 33.2 FEET EAST SOUTH EAST OF A WITNESS POST.
 SO0725'
 SO0725'REFERENCE MARK NO. 2, STAMPED MISSION 2 NO 2 MORC 1962, IS A
 SO0725'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 SO0725'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 54.2 FEET WEST NORTH
 SO0725'WEST OF A WITNESS POST.
 SO0725'
 SO0725'REFERENCE MARK NO. 3, STAMPED MISSION 2 MORC 1962 NO 3, IS A
 SO0725'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 SO0725'WHICH PROJECTS 3 INCHES.  IT IS 28.5 FEET NORTH OF A WITNESS
 SO0725'POST.
 SO0725'
 SO0725'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MISSION 2 MORC 1962,
 SO0725'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SO0725'PROJECTS 4 INCHES.  IT IS 3.5 FEET NORTH OF A WITNESS POST.
 SO0725'
 SO0725'THE DISTANCE FROM R.M. 2 TO R.M. 3 IS 55.84 FEET OR 17.020
 SO0725'METERS AND THE DISTANCE FROM R.M. 3 TO R.M. 1 IS 50.15 FEET
 SO0725'OR 15.286 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0465 ***********************************************************************
 RP0465  DESIGNATION -  MM 29
 RP0465  PID         -  RP0465
 RP0465  STATE/COUNTY-  ND/RANSOM
 RP0465  USGS QUAD   -  VENLO (1960)
 RP0465
 RP0465                         *CURRENT SURVEY CONTROL
 RP0465  ___________________________________________________________________
 RP0465* NAD 83(1986)-  46 27 23.     (N)    097 23 50.     (W)     SCALED    
 RP0465* NAVD 88     -       326.826  (meters)    1072.26   (feet)  ADJUSTED  
 RP0465  ___________________________________________________________________
 RP0465  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 RP0465  DYNAMIC HT  -         326.838 (meters)    1072.30  (feet)  COMP
 RP0465  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 RP0465
 RP0465  VERT ORDER  -  SECOND    CLASS 0
 RP0465
 RP0465.The horizontal coordinates were scaled from a topographic map and have
 RP0465.an estimated accuracy of +/- 6 seconds.
 RP0465
 RP0465.The orthometric height was determined by differential leveling
 RP0465.and adjusted by the National Geodetic Survey in June 1991..
 RP0465
 RP0465.The geoid height was determined by GEOID03.
 RP0465
 RP0465.The dynamic height is computed by dividing the NAVD 88
 RP0465.geopotential number by the normal gravity value computed on the
 RP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0465.degrees latitude (g = 980.6199 gals.).
 RP0465
 RP0465.The modeled gravity was interpolated from observed gravity values.
 RP0465
 RP0465;                    North         East    Units  Estimated Accuracy
 RP0465;SPC ND S     -    92,490.      838,300.      MT  (+/- 180 meters Scaled)
 RP0465
 RP0465                          SUPERSEDED SURVEY CONTROL
 RP0465
 RP0465  NGVD 29 (??/??/92)  326.534  (m)         1071.30   (f) ADJ UNCH    2 0
 RP0465
 RP0465.Superseded values are not recommended for survey control.
 RP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0465.See file dsdata.txt to determine how the superseded data were derived.
 RP0465
 RP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS230460(NAD 83)
 RP0465_MARKER: P = PIPE CAP
 RP0465_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0465_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0465_STAMPING: MM-29 1934
 RP0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0465
 RP0465  HISTORY     - Date     Condition        Report By
 RP0465  HISTORY     - 1934     MONUMENTED       CGS
 RP0465
 RP0465                          STATION DESCRIPTION
 RP0465
 RP0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0465'3.2 MI SE FROM VENLO.
 RP0465'ABOUT 3.2 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RP0465'STE. MARIE RAILWAY FROM THE STATION AT VENLO, RANSOM COUNTY, ABOUT 3
 RP0465'POLES SOUTHEAST OF MILEPOST 242, AT A PUBLIC-ROAD CROSSING, 30 FEET
 RP0465'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHWEST OF THE
 RP0465'CENTER LINE OF THE TRACK, AND 10 FEET NORTHWEST OF THE RIGHT-OF-WAY
 RP0465'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED USC
 RP0465'AND GS MM 29 1934 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 RP0465'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 RP0465'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0463 ***********************************************************************
 SO0463  DESIGNATION -  MO RIVER WATER LEVEL
 SO0463  PID         -  SO0463
 SO0463  STATE/COUNTY-  ND/MCKENZIE
 SO0463  USGS QUAD   -  SANISH (1967)
 SO0463
 SO0463                         *CURRENT SURVEY CONTROL
 SO0463  ___________________________________________________________________
 SO0463* NAD 83(1986)-  47 59 19.     (N)    102 33 23.     (W)     SCALED    
 SO0463* NAVD 88     -       538.40   (+/-2cm)    1766.4    (feet)  VERTCON   
 SO0463  ___________________________________________________________________
 SO0463  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 SO0463
 SO0463  VERT ORDER  -  ? (See Below)
 SO0463
 SO0463.The horizontal coordinates were scaled from a topographic map and have
 SO0463.an estimated accuracy of +/- 6 seconds.
 SO0463
 SO0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0463.The vertical order pertains to the NGVD 29 superseded value.
 SO0463
 SO0463.The geoid height was determined by GEOID03.
 SO0463
 SO0463;                    North         East    Units  Estimated Accuracy
 SO0463;SPC ND N     -   111,960.      446,540.      MT  (+/- 180 meters Scaled)
 SO0463
 SO0463                          SUPERSEDED SURVEY CONTROL
 SO0463
 SO0463  NGVD 29 (??/??/92)  537.941  (m)         1764.89   (f) ADJ UNCH    ?  
 SO0463
 SO0463.Superseded values are not recommended for survey control.
 SO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0463.See file dsdata.txt to determine how the superseded data were derived.
 SO0463
 SO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP823179(NAD 83)
 SO0463_MARKER: Z = SEE DESCRIPTION
 SO0463_SETTING: 0 = UNSPECIFIED SETTING
 SO0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0463
 SO0463  HISTORY     - Date     Condition        Report By
 SO0463  HISTORY     - UNK      MONUMENTED       CGS
 SO0463  HISTORY     - 1934     GOOD             NGS
 SO0463
 SO0463                          STATION DESCRIPTION
 SO0463
 SO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SO0463'0.7 MI NW FROM SANISH.
 SO0463'IN MCKENZIE COUNTY, 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 23 FROM THE
 SO0463'MINNEAPOLIS, ST PAUL AND SAULT STE. MARIE RAILROAD STATION AT SANISH,
 SO0463'MOUNTRAIL COUNTY, 135 FEET EAST OF THE WEST END OF THE BRIDGE OVER
 SO0463'MISSOURI RIVER, DIRECTLY BELOW THE SECOND GIRDER ON THE SOUTH SIDE OF
 SO0463'THE BRIDGE, AND AT THE WATERS EDGE.  THE WATER LEVEL.  NOTE-- THE
 SO0463'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SO0463'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0781 ***********************************************************************
 SO0781  DESIGNATION -  MOEBURG
 SO0781  PID         -  SO0781
 SO0781  STATE/COUNTY-  ND/MCKENZIE
 SO0781  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0781
 SO0781                         *CURRENT SURVEY CONTROL
 SO0781  ___________________________________________________________________
 SO0781* NAD 83(1996)-  47 42 53.31190(N)    102 51 52.25751(W)     ADJUSTED  
 SO0781* NAVD 88     -       786.7    (meters)    2581.     (feet)  VERTCON   
 SO0781  ___________________________________________________________________
 SO0781  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 SO0781  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 SO0781
 SO0781  HORZ ORDER  -  THIRD
 SO0781
 SO0781.The horizontal coordinates were established by classical geodetic methods
 SO0781.and adjusted by the National Geodetic Survey in January 1998..
 SO0781
 SO0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0781
 SO0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0781
 SO0781.The geoid height was determined by GEOID03.
 SO0781
 SO0781;                    North         East     Units Scale Factor Converg.
 SO0781;SPC ND N     -    82,196.586   422,612.442   MT  0.99995657   -1 45 34.3
 SO0781;SPC ND N     -   269,673.84  1,386,523.76   iFT  0.99995657   -1 45 34.3
 SO0781;UTM  13      - 5,286,811.914   660,170.010   MT  0.99991526   +1 34 48.6
 SO0781
 SO0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0781!SPC ND N     -   0.99987947  x   0.99995657  =   0.99983604
 SO0781!UTM  13      -   0.99987947  x   0.99991526  =   0.99979474
 SO0781
 SO0781:                Primary Azimuth Mark                     Grid Az
 SO0781:SPC ND N     -  CROFF                                    274 15 15.3
 SO0781:UTM  13      -  CROFF                                    270 54 52.4
 SO0781
 SO0781|---------------------------------------------------------------------|
 SO0781| PID    Reference Object                     Distance      Geod. Az  |
 SO0781|                                                           dddmmss.s |
 SO0781| SO0784 CROFF                               APPROX. 7.1 KM 2722941.0 |
 SO0781|---------------------------------------------------------------------|
 SO0781
 SO0781                          SUPERSEDED SURVEY CONTROL
 SO0781
 SO0781  NAD 83(1986)-  47 42 53.30631(N)    102 51 52.24521(W) AD(       ) 3
 SO0781  NAD 27      -  47 42 53.27007(N)    102 51 50.59403(W) AD(       ) 3
 SO0781  NGVD 29 (07/19/86)  786.2    (m)         2579.     (f) VERT ANG       
 SO0781
 SO0781.Superseded values are not recommended for survey control.
 SO0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0781.See file dsdata.txt to determine how the superseded data were derived.
 SO0781
 SO0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN6017086812(NAD 83)
 SO0781_MARKER: DD = SURVEY DISK
 SO0781_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0781_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0781
 SO0781  HISTORY     - Date     Condition        Report By
 SO0781  HISTORY     - 1957     MONUMENTED       USGS
 SO0781
 SO0781                          STATION DESCRIPTION
 SO0781
 SO0781'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0781'STATION IS LOCATED ABOUT 2.5 MI S. AND 3.5 MI E. OF CROFF, MCKENZIE
 SO0781'COUNTY, N.D., ON LAND OWNED AND OCCUPIED BY A MR. ALLEN MOEBURG.  IN
 SO0781'THE NE. 1/4 SEC. 20, T. 149 N., R. 95 W., ABOUT 12 - 13 FT SW. OF A
 SO0781'FENCE CORNER ON THE HIGHEST POINT OF THE HIGHEST HILL IN THE VICINITY,
 SO0781'10 FT SW. OF A CIRCULAR PILE OF ROCKS.  A STANDARD TABLET STAMPED---
 SO0781'MOEBURG 1957---WELDED IN THE TOP OF A 3 IN. IRON PIPE PROJECTING 1 FT
 SO0781'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2044 ***********************************************************************
 TF2044  DESIGNATION -  MOEN
 TF2044  PID         -  TF2044
 TF2044  STATE/COUNTY-  ND/MCHENRY
 TF2044  USGS QUAD   -  KARLSRUHE NE (1950)
 TF2044
 TF2044                         *CURRENT SURVEY CONTROL
 TF2044  ___________________________________________________________________
 TF2044* NAD 83(1996)-  48 13 26.34798(N)    100 37 12.34000(W)     ADJUSTED  
 TF2044* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 TF2044  ___________________________________________________________________
 TF2044  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 TF2044  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF2044
 TF2044  HORZ ORDER  -  FIRST
 TF2044
 TF2044.The horizontal coordinates were established by classical geodetic methods
 TF2044.and adjusted by the National Geodetic Survey in January 1998..
 TF2044
 TF2044.The orthometric height was scaled from a topographic map.
 TF2044
 TF2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2044
 TF2044.The geoid height was determined by GEOID03.
 TF2044
 TF2044;                    North         East     Units Scale Factor Converg.
 TF2044;SPC ND N     -   136,091.487   591,077.322   MT  0.99993879   -0 05 21.7
 TF2044;SPC ND N     -   446,494.38  1,939,230.06   iFT  0.99993879   -0 05 21.7
 TF2044;UTM  14      - 5,342,464.590   379,674.074   MT  0.99977789   -1 12 30.0
 TF2044
 TF2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2044!SPC ND N     -   0.99992699  x   0.99993879  =   0.99986578
 TF2044!UTM  14      -   0.99992699  x   0.99977789  =   0.99970490
 TF2044
 TF2044|---------------------------------------------------------------------|
 TF2044| PID    Reference Object                     Distance      Geod. Az  |
 TF2044|                                                           dddmmss.s |
 TF2044| CO7956 MOEN RM 1                            26.524 METERS 08906     |
 TF2044| TF2043 NORWAY LUTH CHURCH STEEPLE          APPROX. 4.7 KM 1745904.2 |
 TF2044| CO7955 MOEN AZ MK                                         3250040.9 |
 TF2044| CO7957 MOEN RM 2                            28.194 METERS 33718     |
 TF2044|---------------------------------------------------------------------|
 TF2044
 TF2044                          SUPERSEDED SURVEY CONTROL
 TF2044
 TF2044  NAD 83(1986)-  48 13 26.34968(N)    100 37 12.34005(W) AD(       ) 1
 TF2044  NAD 27      -  48 13 26.33000(N)    100 37 10.84600(W) AD(       ) 1
 TF2044
 TF2044.Superseded values are not recommended for survey control.
 TF2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2044.See file dsdata.txt to determine how the superseded data were derived.
 TF2044
 TF2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7967442465(NAD 83)
 TF2044_MARKER: DS = TRIANGULATION STATION DISK
 TF2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2044
 TF2044  HISTORY     - Date     Condition        Report By
 TF2044  HISTORY     - 1946     MONUMENTED       CGS
 TF2044
 TF2044                          STATION DESCRIPTION
 TF2044
 TF2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2044'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST FROM TOWNER
 TF2044'AND 10 MILES EAST-SOUTHEAST FROM GRANVILLE ON THE HIGHEST POINT
 TF2044'OF A SMOOTH GRASSY HILL IN A LARGE PASTURE ABOUT 0.5 MILE SOUTH
 TF2044'OF SOME BRUSH COVERED SAND HILLS AND 0.5 MILE EAST-SOUTHEAST OF
 TF2044'THE RANCH HOUSE OF MR. L.H. MOEN WHO OWNS THE LAND.  IT IS
 TF2044'8 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 TF2044'ABOUT 2 INCHES AND THE DISK IS STAMPED MOEN 1946.
 TF2044'
 TF2044'R.M. NO. 1 IS 87.02 FEET EAST OF THE STATION.  THE MARK
 TF2044'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MOEN NO 1
 TF2044'1946.
 TF2044'
 TF2044'R.M. NO. 2 IS 92.50 FEET NORTH-NORTHWEST OF THE STATION.  THE
 TF2044'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MOEN NO
 TF2044'2 1946.
 TF2044'
 TF2044'THE AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHWEST OF THE
 TF2044'STATION, 71 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 TF2044'GRADED ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER AND 3 FEET
 TF2044'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2
 TF2044'INCHES AND THE DISK IS STAMPED MOEN 1946.
 TF2044'
 TF2044'TO REACH THE STATION FROM GRANVILLE, GO EAST ON U.S. HIGHWAY
 TF2044'NO. 2 FOR 6.1 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH 1.5
 TF2044'MILES TO SCHOOL ON LEFT.  TURN LEFT AND GO EAST FOR 1.0 MILE
 TF2044'TO CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO WHERE
 TF2044'MAIN ROAD TURNS LEFT.  FOLLOW MAIN ROAD EAST 2.5 MILES TO GATE
 TF2044'ON LEFT NEAR FENCE CORNER AND AZIMUTH AS DESCRIBED.  TURN
 TF2044'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD SOUTHEAST FOR 0.7
 TF2044'MILE.  TURN LEFT ON DIM TRACK ROAD FOR 0.4 MILE TO FENCE CORNER,
 TF2044'THEN GO 0.4 MILE SOUTH-SOUTHEAST TO TOP OF HILL AND STATION.
 TF2044'
 TF2044'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0774 ***********************************************************************
 RR0774  DESIGNATION -  MOFFIT
 RR0774  PID         -  RR0774
 RR0774  STATE/COUNTY-  ND/BURLEIGH
 RR0774  USGS QUAD   -  MOFFIT (1971)
 RR0774
 RR0774                         *CURRENT SURVEY CONTROL
 RR0774  ___________________________________________________________________
 RR0774* NAD 83(1996)-  46 38 55.60284(N)    100 17 26.95531(W)     ADJUSTED  
 RR0774* NAVD 88     -       574.3    (meters)    1884.     (feet)  VERTCON   
 RR0774  ___________________________________________________________________
 RR0774  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 RR0774  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 RR0774
 RR0774  HORZ ORDER  -  SECOND
 RR0774
 RR0774.The horizontal coordinates were established by classical geodetic methods
 RR0774.and adjusted by the National Geodetic Survey in January 1998..
 RR0774
 RR0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0774
 RR0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0774
 RR0774.The geoid height was determined by GEOID03.
 RR0774
 RR0774;                    North         East     Units Scale Factor Converg.
 RR0774;SPC ND S     -   109,189.253   616,012.314   MT  0.99994109   +0 09 09.3
 RR0774;SPC ND S     -   358,232.46  2,021,037.78   iFT  0.99994109   +0 09 09.3
 RR0774;UTM  14      - 5,166,944.502   401,223.841   MT  0.99971992   -0 56 19.3
 RR0774
 RR0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0774!SPC ND S     -   0.99991341  x   0.99994109  =   0.99985451
 RR0774!UTM  14      -   0.99991341  x   0.99971992  =   0.99963336
 RR0774
 RR0774|---------------------------------------------------------------------|
 RR0774| PID    Reference Object                     Distance      Geod. Az  |
 RR0774|                                                           dddmmss.s |
 RR0774| CO6429 MOFFIT RM 2                          18.437 METERS 00022     |
 RR0774| RR0795 HAZELTON MUN WATER TANK             APPROX.18.2 KM 1765142.3 |
 RR0774| CO6428 MOFFIT RM 1                          13.332 METERS 18203     |
 RR0774| RR0776 BELL                                APPROX.11.4 KM 2821217.2 |
 RR0774|---------------------------------------------------------------------|
 RR0774
 RR0774                          SUPERSEDED SURVEY CONTROL
 RR0774
 RR0774  NAD 83(1986)-  46 38 55.59227(N)    100 17 26.94201(W) AD(       ) 2
 RR0774  NAD 27      -  46 38 55.62483(N)    100 17 25.52295(W) AD(       ) 2
 RR0774  NGVD 29 (07/19/86)  573.9    (m)         1883.     (f) VERT ANG       
 RR0774
 RR0774.Superseded values are not recommended for survey control.
 RR0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0774.See file dsdata.txt to determine how the superseded data were derived.
 RR0774
 RR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS0122466945(NAD 83)
 RR0774_MARKER: DD = SURVEY DISK
 RR0774_SETTING: 0 = UNSPECIFIED SETTING
 RR0774
 RR0774  HISTORY     - Date     Condition        Report By
 RR0774  HISTORY     - 1970     MONUMENTED       USGS
 RR0774
 RR0774                          STATION DESCRIPTION
 RR0774
 RR0774'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0774'THE STATION IS LOCATED 2 MI S. OF MOFFIT, NEAR THE
 RR0774'COR. OF SECS. 28, 29, 32 AND 33, T. 137 N., R. 76 W., IN
 RR0774'THE RIGHT-OF-WAY OF U.S. HWY. 83.
 RR0774'
 RR0774'TO REACH THE STATION FROM THE RR. DEPOT IN MOFFIT, DRIVE S. ON
 RR0774'A PAVED RD. FOR 0.1 MI, TURN RIGHT AND DRIVE W. ON PAVED RD. FOR
 RR0774'0.15 MI TO JCT. WITH U.S. HWY. 83, TURN LEFT AND DRIVE S. FOR
 RR0774'2.1 MI TO A CROSSROADS AT TOP OF HILL AND STATION ON THE LEFT.
 RR0774'
 RR0774'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 RR0774'MOFFIT 1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD,
 RR0774'DRIVEN FLUSH WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 RR0774'
 RR0774'STATION MARK IS 111 FT E. OF CENTER OF U.S. HWY. 83, 119 FT
 RR0774'N. OF CENTER OF AN E.-W. TRACK RD., 52 FT N. OF A TELEPHONE
 RR0774'AND POWER LINE POLE, 35 FT N. OF A CONCRETE RIGHT-OF-WAY POST, 2 FT
 RR0774'W. OF FENCE AND 2 FT N. OF A METAL WITNESS POST.
 RR0774'
 RR0774'REFERENCE MARK NO. 1 IS 43.74 FT (13.332 M.) S. OF STATION
 RR0774'MARK, 8.5 FT S. OF A CONCRETE RIGHT-OF-WAY POST AND 3 FT W. OF
 RR0774'FENCE.
 RR0774'
 RR0774'REFERENCE MARK NO. 2 IS 60.49 FT (18.437 M.) N. OF STATION
 RR0774'MARK, AND 2 FT W. OF THE FENCE.  DISTANCE REFERENCE MARK 1 TO
 RR0774'REFERENCE MARK 2 IS 104.25 FT. (31.775 M.).
 RR0774'
 RR0774'NO AZIMUTH MARK WAS SET.  ALL STATIONS ARE INTERVISIBLE FROM
 RR0774'GROUND.
 RR0774'
 RR0774'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0777 ***********************************************************************
 RR0777  DESIGNATION -  MOFFIT BELL TEL MICROWAVE
 RR0777  PID         -  RR0777
 RR0777  STATE/COUNTY-  ND/BURLEIGH
 RR0777  USGS QUAD   -  MOFFIT NW (1971)
 RR0777
 RR0777                         *CURRENT SURVEY CONTROL
 RR0777  ___________________________________________________________________
 RR0777* NAD 83(1996)-  46 40 13.39768(N)    100 26 12.46989(W)     ADJUSTED  
 RR0777* NAVD 88     -                                                        
 RR0777  ___________________________________________________________________
 RR0777  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 RR0777  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 RR0777
 RR0777  HORZ ORDER  -  THIRD
 RR0777
 RR0777.The horizontal coordinates were established by classical geodetic methods
 RR0777.and adjusted by the National Geodetic Survey in January 1998..
 RR0777
 RR0777
 RR0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0777
 RR0777.The geoid height was determined by GEOID03.
 RR0777
 RR0777;                    North         East     Units Scale Factor Converg.
 RR0777;SPC ND S     -   111,571.959   604,836.143   MT  0.99993994   +0 02 46.0
 RR0777;SPC ND S     -   366,049.73  1,984,370.55   iFT  0.99993994   +0 02 46.0
 RR0777;UTM  14      - 5,169,539.099   390,097.377   MT  0.99974846   -1 02 42.9
 RR0777
 RR0777                          SUPERSEDED SURVEY CONTROL
 RR0777
 RR0777  NAD 83(1986)-  46 40 13.38778(N)    100 26 12.45576(W) AD(       ) 4
 RR0777  NAD 27      -  46 40 13.41244(N)    100 26 11.02753(W) AD(       ) 3
 RR0777
 RR0777.Superseded values are not recommended for survey control.
 RR0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0777.See file dsdata.txt to determine how the superseded data were derived.
 RR0777
 RR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS9009769539(NAD 83)
 RR0777_MARKER: 44 = MICROWAVE MAST
 RR0777
 RR0777  HISTORY     - Date     Condition        Report By
 RR0777  HISTORY     - 1970     FIRST OBSERVED   USGS
 RR0777
 RR0777                          STATION DESCRIPTION
 RR0777
 RR0777'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS)
 RR0777'THE STATION IS THE CENTER OF THE BELL TELEPHONE COMPANY
 RR0777'MICROWAVE MAST, LOCATED ON TOP OF A HIGH RIDGE, ABOUT 7 MI
 RR0777'W. OF MOFFIT.  THE MAST IS OF STEEL CONSTRUCTION, PAINTED RED AND
 RR0777'WHITE AND IS ABOUT 100 FT HIGH.
 RR0777'
 RR0777'A TRAVERSE CONNECTION WAS MADE FROM ET STATION BELL 1970 TO
 RR0777'THE CENTER OF THE BASE OF THE MAST.  THE BASE OF THE TOWER IS
 RR0777'57.30 FT (17.465 M.) W. OF ET STA. BELL 1970.
 RR0777'
 RR0777'ELECTRONIC TRAVERSE POSITION (UNCHECKED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2124 ***********************************************************************
 TF2124  DESIGNATION -  MOHALL
 TF2124  PID         -  TF2124
 TF2124  STATE/COUNTY-  ND/BOTTINEAU
 TF2124  USGS QUAD   -  ANTLER NW (1950)
 TF2124
 TF2124                         *CURRENT SURVEY CONTROL
 TF2124  ___________________________________________________________________
 TF2124* NAD 83(1996)-  48 53 32.36145(N)    101 24 25.73638(W)     ADJUSTED  
 TF2124* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 TF2124  ___________________________________________________________________
 TF2124  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 TF2124  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF2124
 TF2124  HORZ ORDER  -  FIRST
 TF2124
 TF2124.The horizontal coordinates were established by classical geodetic methods
 TF2124.and adjusted by the National Geodetic Survey in January 1998..
 TF2124
 TF2124.The orthometric height was scaled from a topographic map.
 TF2124
 TF2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2124
 TF2124.The geoid height was determined by GEOID03.
 TF2124
 TF2124;                    North         East     Units Scale Factor Converg.
 TF2124;SPC ND N     -   210,794.457   533,478.495   MT  1.00003542   -0 40 30.1
 TF2124;SPC ND N     -   691,582.86  1,750,257.53   iFT  1.00003542   -0 40 30.1
 TF2124;UTM  14      - 5,418,279.285   323,562.802   MT  0.99998245   -1 48 51.1
 TF2124
 TF2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2124!SPC ND N     -   0.99992708  x   1.00003542  =   0.99996249
 TF2124!UTM  14      -   0.99992708  x   0.99998245  =   0.99990953
 TF2124
 TF2124|---------------------------------------------------------------------|
 TF2124| PID    Reference Object                     Distance      Geod. Az  |
 TF2124|                                                           dddmmss.s |
 TF2124| CS9211 MOHALL RM 2                          24.732 METERS 13001     |
 TF2124| CS9212 MOHALL RM 3                          26.582 METERS 25402     |
 TF2124| CS9210 MOHALL AZ MK                                       2782312.3 |
 TF2124|---------------------------------------------------------------------|
 TF2124
 TF2124                          SUPERSEDED SURVEY CONTROL
 TF2124
 TF2124  NAD 83(1986)-  48 53 32.35684(N)    101 24 25.73330(W) AD(       ) 1
 TF2124  NAD 27      -  48 53 32.27490(N)    101 24 24.15690(W) AD(       ) 1
 TF2124
 TF2124.Superseded values are not recommended for survey control.
 TF2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2124.See file dsdata.txt to determine how the superseded data were derived.
 TF2124
 TF2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV2356318279(NAD 83)
 TF2124_MARKER: DD = SURVEY DISK
 TF2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2124
 TF2124  HISTORY     - Date     Condition        Report By
 TF2124  HISTORY     - 1924     MONUMENTED       GSC
 TF2124  HISTORY     - 1935     GOOD             CGS
 TF2124  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TF2124
 TF2124                          STATION DESCRIPTION
 TF2124
 TF2124'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TF2124'IN NW 1/4 SEC. 2, T. 162 N., R. 83 W., FIFTH PRINCIPAL MERIDIAN.
 TF2124'THE STATION IS ON HIGH GROUND ABOUT ONE-THIRD MILE DUE NORTH
 TF2124'OF A HOUSE.
 TF2124'
 TF2124'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TF2124'MARK.  THE REFERENCE MARK IS THE NORTHWEST CORNER MARK OF THE
 TF2124'ABOVE SECTION, 214.802 METERS FROM THE STATION
 TF2124'N 52 DEG 10 MIN W.
 TF2124
 TF2124                          STATION RECOVERY (1935)
 TF2124
 TF2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TF2124'THE STATION WAS FOUND AS DESCRIBED AND IN EXCELLENT CONDITION.
 TF2124'THE SURFACE MARK PROJECTS ABOUT 18 INCHES ABOVE THE GROUND.
 TF2124
 TF2124                          STATION RECOVERY (1963)
 TF2124
 TF2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2124'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, NEW
 TF2124'REFERENCE MARKS WERE ESTABLISHED AND A NEW AZIMUTH MARK WAS
 TF2124'ESTABLISHED.  DUE TO CHANGES IN ROADS A COMPLETE NEW DESCRIPTION
 TF2124'FOLLOWS.
 TF2124'
 TF2124'THE STATION IS LOCATED 9 MILES NORTH AND 2-1/2 MILES WEST OF
 TF2124'MOHALL, ON A SMALL HILL JUST EAST OF A ROCK PILE, IN THE NW
 TF2124'1/4 SEC. 2, T162N, R83W, ON PROPERTY OWNED BY MR. ORVAL NELSON.
 TF2124'
 TF2124'TO REACH FROM THE POST OFFICE IN MOHALL, GO EAST ON STATE
 TF2124'HIGHWAY 5 FOR 3.65 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH
 TF2124'ON GRAVELED ROAD FOR 9.0 MILES TO A CROSSROADS, TURN RIGHT AND
 TF2124'GO EAST ON SECTION LINE ROAD FOR 0.5 MILE TO A FENCE CORNER ON
 TF2124'THE LEFT AND AZIMUTH MARK JUST SOUTH OF THE FENCE CORNER,
 TF2124'CONTINUE EAST ON SECTION LINE ROAD FOR 0.5 MILE TO A CROSSROADS
 TF2124'AND A DIM TRACK ROAD GOING SOUTHEAST, BEAR RIGHT AND GO
 TF2124'SOUTHEAST ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION JUST
 TF2124'EAST OF A LARGE ROCK PILE.
 TF2124'
 TF2124'THE STATION MARK IS A STANDARD DISK, WITH NO VISIBLE STAMPING,
 TF2124'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2124'16-INCHES.  IT IS 81 FEET EAST OF A ROCK PILE AND 4.1 FEET
 TF2124'SOUTHEAST OF A WITNESS POST.
 TF2124'
 TF2124'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED MOHALL NO 2 1924
 TF2124'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2124'IS FLUSH WITH THE SURFACE.  IT IS 85.3 FEET SOUTHEAST OF THE
 TF2124'WITNESS POST.
 TF2124'
 TF2124'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED MOHALL NO 3
 TF2124'1924 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF2124'PROJECTING 4-INCHES.  IT IS 84.6 FEET WEST OF THE WITNESS POST
 TF2124'AND 5 FEET SOUTH OF THE ROCK PILE.
 TF2124'
 TF2124'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOHALL 1924 1963,
 TF2124'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF2124'4-INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 TF2124'2 FEET SOUTH OF A FENCE CORNER AND 1.2 FEET SOUTHEAST OF A
 TF2124'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2252 ***********************************************************************
 TF2252  FBN         -  This is a Federal Base Network Control Station.
 TF2252  PACS        -  This is a Primary Airport Control Station.
 TF2252  DESIGNATION -  MOHALL APT
 TF2252  PID         -  TF2252
 TF2252  STATE/COUNTY-  ND/RENVILLE
 TF2252  USGS QUAD   -  MOHALL (1980)
 TF2252
 TF2252                         *CURRENT SURVEY CONTROL
 TF2252  ___________________________________________________________________
 TF2252* NAD 83(1996)-  48 45 55.07841(N)    101 31 57.44223(W)     ADJUSTED  
 TF2252* NAVD 88     -       501.87   (meters)    1646.6    (feet)  GPS OBS   
 TF2252  ___________________________________________________________________
 TF2252  X           -    -842,170.686 (meters)                     COMP
 TF2252  Y           -  -4,127,370.910 (meters)                     COMP
 TF2252  Z           -   4,773,756.876 (meters)                     COMP
 TF2252  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 TF2252  ELLIP HEIGHT-         481.18  (meters)          (04/07/03) GPS OBS
 TF2252  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF2252
 TF2252  HORZ ORDER  -  B
 TF2252  ELLP ORDER  -  THIRD     CLASS II
 TF2252
 TF2252.This mark is at Mohall Airport (HBC)
 TF2252
 TF2252.The horizontal coordinates were established by GPS observations
 TF2252.and adjusted by the National Geodetic Survey in August 1997..
 TF2252
 TF2252.The orthometric height was determined by GPS observations and a
 TF2252.high-resolution geoid model.
 TF2252
 TF2252.GPS derived orthometric heights for airport stations designated as
 TF2252.PACS or SACS are published to 2 decimal places.  This maintains
 TF2252.centimeter relative accuracy between the PACS and SACS.  It does
 TF2252.not indicate centimeter accuracy relative to other marks which are
 TF2252.part of the NAVD 88 network.
 TF2252
 TF2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2252
 TF2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2252
 TF2252.The ellipsoidal height was determined by GPS observations
 TF2252.and is referenced to NAD 83.
 TF2252
 TF2252.The geoid height was determined by GEOID03.
 TF2252
 TF2252;                    North         East     Units Scale Factor Converg.
 TF2252;SPC ND N     -   196,785.557   524,088.535   MT  1.00000650   -0 46 06.3
 TF2252;SPC ND N     -   645,621.91  1,719,450.57   iFT  1.00000650   -0 46 06.3
 TF2252;UTM  14      - 5,404,459.863   313,896.642   MT  1.00002552   -1 54 18.4
 TF2252
 TF2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2252!SPC ND N     -   0.99992460  x   1.00000650  =   0.99993110
 TF2252!UTM  14      -   0.99992460  x   1.00002552  =   0.99995011
 TF2252
 TF2252:                Primary Azimuth Mark                     Grid Az
 TF2252:SPC ND N     -  MOHALL APT AZ MK                         320 37 07.9
 TF2252:UTM  14      -  MOHALL APT AZ MK                         321 45 20.0
 TF2252
 TF2252|---------------------------------------------------------------------|
 TF2252| PID    Reference Object                     Distance      Geod. Az  |
 TF2252|                                                           dddmmss.s |
 TF2252| TF2255 MOHALL APT AZ MK                    APPROX. 0.9 KM 3195101.6 |
 TF2252|---------------------------------------------------------------------|
 TF2252
 TF2252                          SUPERSEDED SURVEY CONTROL
 TF2252
 TF2252  ELLIP H (08/29/97)  481.24   (m)                       GP(       ) 3 2
 TF2252  NAD 83(1986)-  48 45 55.07622(N)    101 31 57.43217(W) AD(       ) 3
 TF2252  NGVD 29 (08/25/89)  501.5    (m)         1645.     (f) GPS OBS        
 TF2252
 TF2252.Superseded values are not recommended for survey control.
 TF2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2252.See file dsdata.txt to determine how the superseded data were derived.
 TF2252
 TF2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1389704460(NAD 83)
 TF2252_MARKER: I = METAL ROD
 TF2252_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TF2252_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TF2252_STAMPING: MOHALL APT 1988
 TF2252_MARK LOGO: NGS   
 TF2252_PROJECTION: FLUSH
 TF2252_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2252+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 TF2252_ROD/PIPE-DEPTH: 7.7  meters
 TF2252_SLEEVE-DEPTH  : 1.0 meters
 TF2252
 TF2252  HISTORY     - Date     Condition        Report By
 TF2252  HISTORY     - 1988     MONUMENTED       NGS
 TF2252  HISTORY     - 19960909 GOOD             NGS
 TF2252  HISTORY     - 20020530 GOOD             NGS
 TF2252
 TF2252                          STATION DESCRIPTION
 TF2252
 TF2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TF2252'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) EAST OF MOHALL AT THE
 TF2252'MOHALL MUNICIPAL AIRPORT.  AIRPORT MANAGER IS -MR. STEVE HETT-, C/O
 TF2252'MOHALL AIRPORT, PHONE  701-756-7177.
 TF2252'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST ON STATE
 TF2252'HIGHWAY 5 FOR 1.8 KM (1.10 MI) TO THE ENTRANCE ROAD ON THE RIGHT.
 TF2252'TURN RIGHT, BEARING RIGHT PASSING THE SOUTHEAST CORNER OF A METAL
 TF2252'HANGAR AND ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO A TAXIWAY.  TURN
 TF2252'RIGHT AND GO FOR 0.24 KM (0.15 MI) CROSSING THE RUNWAY TO THE STATION
 TF2252'MARK NEAR THE RUNWAY END.
 TF2252'THE STATION MARK IS SET 24.9 M (81.7 FT) EAST-NORTHEAST OF THE RUNWAY
 TF2252'CENTERLINE, 17.0 M (55.8 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER
 TF2252'OF RUNWAY END 31, 17.0 M (55.8 FT) NORTH OF THE EAST ONE OF THREE
 TF2252'RUNWAY END LIGHTS AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 TF2252'TYPED BY E.A.R.
 TF2252
 TF2252                          STATION RECOVERY (1996)
 TF2252
 TF2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 TF2252'NOTE -- THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 1.5 KM
 TF2252'(0.95 MI) WEST OF MOHALL AT THE MOHALL MUNICIPAL AIRPORT, ALONG RUNWAY
 TF2252'END 31.  AIRPORT MANAGER IS MR. STEVE HETT, MOHALL AIRPORT, P.O. BOX
 TF2252'426, MOHALL, ND 58761.  PHONE 701-756-7177.  TO REACH FROM THE
 TF2252'INTERSECTION OF STATE HIGHWAY 5 (MAIN STREET) AND CENTRAL AVENUE
 TF2252'ADJACENT TO THE POST OFFICE IN MOHALL, GO WEST ON HIGHWAY 5 FOR 1.8 KM
 TF2252'(1.10 MI) TO THE ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, THEN
 TF2252'NORTHEAST, PASSING THE SOUTHEAST CORNER OF A METAL HANGAR AND ACROSS
 TF2252'THE APRON FOR 0.16 KM (0.10 MI) TO A TAXIWAY.  TURN RIGHT, NORTHEAST,
 TF2252'ALONG THE TAXI FOR 0.24 KM (0.15 MI) CROSSING THE RUNWAY TO THE
 TF2252'STATION.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 TF2252'ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 TF2252'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 TF2252'GROUND.  IT IS 24.9 M (81.7 FT) NORTHEAST OF THE RUNWAY CENTER, 17.0 M
 TF2252'(55.8 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF RUNWAY END 31,
 TF2252'15.7 M (51.5 FT) NORTH OF THE NORTHEAST ONE OF FOUR RUNWAY END LIGHTS
 TF2252'AND 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 TF2252
 TF2252                          STATION RECOVERY (2002)
 TF2252
 TF2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 TF2252'RECOVERED AS DESCRIBED.
 TF2252'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2255 ***********************************************************************
 TF2255  DESIGNATION -  MOHALL APT AZ MK
 TF2255  PID         -  TF2255
 TF2255  STATE/COUNTY-  ND/RENVILLE
 TF2255  USGS QUAD   -  MOHALL (1980)
 TF2255
 TF2255                         *CURRENT SURVEY CONTROL
 TF2255  ___________________________________________________________________
 TF2255* NAD 83(1996)-  48 46 18.15445(N)    101 32 26.89326(W)     ADJUSTED  
 TF2255* NAVD 88     -       501.5    (meters)    1645.     (feet)  VERTCON   
 TF2255  ___________________________________________________________________
 TF2255  X           -    -842,652.695 (meters)                     COMP
 TF2255  Y           -  -4,126,725.142 (meters)                     COMP
 TF2255  Z           -   4,774,226.512 (meters)                     COMP
 TF2255  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 TF2255  ELLIP HEIGHT-         480.88  (meters)          (01/23/98) GPS OBS
 TF2255  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF2255
 TF2255  HORZ ORDER  -  THIRD
 TF2255  ELLP ORDER  -  FOURTH    CLASS I
 TF2255
 TF2255.This mark is at Mohall Airport (HBC)
 TF2255
 TF2255.The horizontal coordinates were established by GPS observations
 TF2255.and adjusted by the National Geodetic Survey in January 1998..
 TF2255
 TF2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2255
 TF2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF2255
 TF2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2255
 TF2255.The ellipsoidal height was determined by GPS observations
 TF2255.and is referenced to NAD 83.
 TF2255
 TF2255.The geoid height was determined by GEOID03.
 TF2255
 TF2255;                    North         East     Units Scale Factor Converg.
 TF2255;SPC ND N     -   197,506.421   523,496.807   MT  1.00000784   -0 46 28.2
 TF2255;SPC ND N     -   647,986.95  1,717,509.21   iFT  1.00000784   -0 46 28.2
 TF2255;UTM  14      - 5,405,192.340   313,319.321   MT  1.00002816   -1 54 41.3
 TF2255
 TF2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2255!SPC ND N     -   0.99992464  x   1.00000784  =   0.99993248
 TF2255!UTM  14      -   0.99992464  x   1.00002816  =   0.99995280
 TF2255
 TF2255:                Primary Azimuth Mark                     Grid Az
 TF2255:SPC ND N     -  MOHALL APT                               140 37 07.6
 TF2255:UTM  14      -  MOHALL APT                               141 45 20.7
 TF2255
 TF2255|---------------------------------------------------------------------|
 TF2255| PID    Reference Object                     Distance      Geod. Az  |
 TF2255|                                                           dddmmss.s |
 TF2255| TF2252 MOHALL APT                          APPROX. 0.9 KM 1395039.4 |
 TF2255|---------------------------------------------------------------------|
 TF2255
 TF2255                          SUPERSEDED SURVEY CONTROL
 TF2255
 TF2255  NAD 83(1986)-  48 46 18.15227(N)    101 32 26.88322(W) AD(       ) 3
 TF2255  NGVD 29 (08/25/89)  501.1    (m)         1644.     (f) GPS OBS        
 TF2255
 TF2255.Superseded values are not recommended for survey control.
 TF2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2255.See file dsdata.txt to determine how the superseded data were derived.
 TF2255
 TF2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1331905192(NAD 83)
 TF2255_MARKER: I = METAL ROD
 TF2255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TF2255_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TF2255_STAMPING: MOHALL APT AZ MK 1988
 TF2255_MARK LOGO: NGS   
 TF2255_PROJECTION: FLUSH
 TF2255_MAGNETIC: I = MARKER IS A STEEL ROD
 TF2255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF2255+SATELLITE: SATELLITE OBSERVATIONS - 1988
 TF2255_ROD/PIPE-DEPTH: 7.13 meters
 TF2255_SLEEVE-DEPTH  : 1.00 meters
 TF2255
 TF2255  HISTORY     - Date     Condition        Report By
 TF2255  HISTORY     - 1988     MONUMENTED       NGS
 TF2255
 TF2255                          STATION DESCRIPTION
 TF2255
 TF2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 TF2255'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) EAST OF MOHALL AT THE
 TF2255'MOHALL MUNICIPAL AIRPORT.  AIRPORT MANAGER IS -MR. STEVE HETT- C/O
 TF2255'MOHALL AIRPORT, PHONE  701-756-7177.
 TF2255'TO REACH THE STATION FROM THE POST OFFICE IN MOHALL, GO WEST ON STATE
 TF2255'HIGHWAY 5 FOR 1.8 KM (1.10 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 TF2255'RIGHT.  TURN RIGHT AND BEAR RIGHT AROUND THE SOUTHEAST CORNER OF A
 TF2255'METAL HANGAR AND ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO A TAXIWAY.
 TF2255'TURN  RIGHT AND GO FOR 0.24 KM (0.15 MI) CROSSING THE RUNWAY.  TURN
 TF2255'LEFT ALONG THE NORTHEAST SIDE OF THE RUNWAY FOR 0.96 KM (0.60 MI) TO
 TF2255'THE AZIMUTHMARK ON THE RIGHT NEAR RUNWAY END 13, AND TOP OF A
 TF2255'DRAINAGE DITCH.
 TF2255'THE AZIMUTH MARK IS SET 25.2 M (82.7 FT) NORTHEAST OF THE RUNWAY
 TF2255'CENTERLINE, 20.0 M (65.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER
 TF2255'OF THE RUNWAY, 17.7 M (58.1 FT) EAST OF THE NORTH EAST ONE OF THREE
 TF2255'RUNWAY END LIGHTS AND 0.45 M (1.5 FT) WEST OF A WITNESS POST.
 TF2255'TYPED BY E.A.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2235 ***********************************************************************
 TF2235  DESIGNATION -  MOHALL MUNICIPAL TANK
 TF2235  PID         -  TF2235
 TF2235  STATE/COUNTY-  ND/RENVILLE
 TF2235  USGS QUAD   -  MOHALL (1980)
 TF2235
 TF2235                         *CURRENT SURVEY CONTROL
 TF2235  ___________________________________________________________________
 TF2235* NAD 83(1996)-  48 45 51.72569(N)    101 30 38.73074(W)     ADJUSTED  
 TF2235* NAVD 88     -                                                        
 TF2235  ___________________________________________________________________
 TF2235  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 TF2235  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF2235
 TF2235  HORZ ORDER  -  THIRD
 TF2235
 TF2235.The horizontal coordinates were established by classical geodetic methods
 TF2235.and adjusted by the National Geodetic Survey in January 1998..
 TF2235
 TF2235
 TF2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2235
 TF2235.The geoid height was determined by GEOID03.
 TF2235
 TF2235;                    North         East     Units Scale Factor Converg.
 TF2235;SPC ND N     -   196,660.670   525,694.399   MT  1.00000630   -0 45 07.7
 TF2235;SPC ND N     -   645,212.17  1,724,719.16   iFT  1.00000630   -0 45 07.7
 TF2235;UTM  14      - 5,404,303.145   315,499.737   MT  1.00001822   -1 53 19.1
 TF2235
 TF2235                          SUPERSEDED SURVEY CONTROL
 TF2235
 TF2235  NAD 83(1986)-  48 45 51.72237(N)    101 30 38.72617(W) AD(       ) 4
 TF2235  NAD 27      -  48 45 51.64000(N)    101 30 37.14900(W) AD(       ) 3
 TF2235
 TF2235.Superseded values are not recommended for survey control.
 TF2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2235.See file dsdata.txt to determine how the superseded data were derived.
 TF2235
 TF2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1550004303(NAD 83)
 TF2235_MARKER: 53 = ELEVATED TANK
 TF2235
 TF2235  HISTORY     - Date     Condition        Report By
 TF2235  HISTORY     - 1924     FIRST OBSERVED   GSC
 TF2235  HISTORY     - 1935     GOOD             CGS
 TF2235  HISTORY     - 1963     GOOD             CGS
 TF2235
 TF2235                          STATION DESCRIPTION
 TF2235
 TF2235'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TF2235'THE WATER TANK AT MOHALL.
 TF2235'
 TF2235'STATION MARK--THE CENTER OF THE TANK.
 TF2235
 TF2235                          STATION RECOVERY (1935)
 TF2235
 TF2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TF2235'THE WATER TANK WAS FOUND TO BE IN EXCELLENT CONDITION.
 TF2235
 TF2235                          STATION RECOVERY (1963)
 TF2235
 TF2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2235'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF MOHALL
 TF2235'AND 1 BLOCK NORTH OF THE POST OFFICE.
 TF2235'
 TF2235'THE TANK IS A STEEL STRUCTURE, PAINTED SILVER IN COLOR AND IS
 TF2235'SUPPORTED BY 4 STEEL LEGS.  IT IS ABOUT 130 FEET IN HEIGHT
 TF2235'AND HAS A RADIO ANTENNA ERECTED ON THE WEST SIDE WHICH EXTENDS
 TF2235'UPWARD ABOUT 20 FEET.
 TF2235'
 TF2235'THE POINT INTERSECTED WAS THE BALL ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2236 ***********************************************************************
 TF2236  DESIGNATION -  MOHALL ST JEROMES CATH CHURCH
 TF2236  PID         -  TF2236
 TF2236  STATE/COUNTY-  ND/RENVILLE
 TF2236  USGS QUAD   -  MOHALL (1980)
 TF2236
 TF2236                         *CURRENT SURVEY CONTROL
 TF2236  ___________________________________________________________________
 TF2236* NAD 83(1996)-  48 45 49.31926(N)    101 30 28.31943(W)     ADJUSTED  
 TF2236* NAVD 88     -                                                        
 TF2236  ___________________________________________________________________
 TF2236  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 TF2236  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF2236
 TF2236  HORZ ORDER  -  THIRD
 TF2236
 TF2236.The horizontal coordinates were established by classical geodetic methods
 TF2236.and adjusted by the National Geodetic Survey in January 1998..
 TF2236
 TF2236
 TF2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2236
 TF2236.The geoid height was determined by GEOID03.
 TF2236
 TF2236;                    North         East     Units Scale Factor Converg.
 TF2236;SPC ND N     -   196,583.554   525,906.020   MT  1.00000616   -0 44 60.0
 TF2236;SPC ND N     -   644,959.17  1,725,413.45   iFT  1.00000616   -0 44 60.0
 TF2236;UTM  14      - 5,404,221.845   315,709.790   MT  1.00001726   -1 53 11.2
 TF2236
 TF2236                          SUPERSEDED SURVEY CONTROL
 TF2236
 TF2236  NAD 83(1986)-  48 45 49.31575(N)    101 30 28.31476(W) AD(       ) 4
 TF2236  NAD 27      -  48 45 49.24200(N)    101 30 26.73700(W) AD(       ) 3
 TF2236
 TF2236.Superseded values are not recommended for survey control.
 TF2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2236.See file dsdata.txt to determine how the superseded data were derived.
 TF2236
 TF2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV1571004222(NAD 83)
 TF2236_MARKER: 91 = CHURCH CROSS
 TF2236
 TF2236  HISTORY     - Date     Condition        Report By
 TF2236  HISTORY     - 1963     FIRST OBSERVED   CGS
 TF2236
 TF2236                          STATION DESCRIPTION
 TF2236
 TF2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF2236'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 TF2236'OF MAIN ST. AND 3 RD AVE. N.E. IN THE TOWN OF MOHALL.
 TF2236'
 TF2236'THE CHURCH IS A BRICK STRUCTURE, PAINTED YELLOW IN COLOR AND
 TF2236'HAS A RED SHINGLE ROOF.  IT IS ABOUT 65 FEET IN HEIGHT AND HAS
 TF2236'A WHITE CROSS FASTENED TO THE TOP OF THE STEEPLE.
 TF2236'
 TF2236'THE POINT INTERSECTED WAS THE CROSS ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0913 ***********************************************************************
 RR0913  DESIGNATION -  MOLTZEN
 RR0913  PID         -  RR0913
 RR0913  STATE/COUNTY-  ND/MORTON
 RR0913  USGS QUAD   -  NEW SALEM NW (1970)
 RR0913
 RR0913                         *CURRENT SURVEY CONTROL
 RR0913  ___________________________________________________________________
 RR0913* NAD 83(1996)-  46 55 51.75630(N)    101 29 23.49905(W)     ADJUSTED  
 RR0913* NAVD 88     -       705.0    (meters)    2313.     (feet)  VERTCON   
 RR0913  ___________________________________________________________________
 RR0913  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 RR0913  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 RR0913
 RR0913  HORZ ORDER  -  SECOND
 RR0913
 RR0913.The horizontal coordinates were established by classical geodetic methods
 RR0913.and adjusted by the National Geodetic Survey in January 1998..
 RR0913
 RR0913.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0913
 RR0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0913
 RR0913.The geoid height was determined by GEOID03.
 RR0913
 RR0913;                    North         East     Units Scale Factor Converg.
 RR0913;SPC ND S     -   141,019.334   524,625.064   MT  0.99993726   -0 43 19.2
 RR0913;SPC ND S     -   462,661.86  1,721,210.84   iFT  0.99993726   -0 43 19.2
 RR0913;UTM  14      - 5,200,510.652   310,467.440   MT  1.00004153   -1 49 10.1
 RR0913
 RR0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0913!SPC ND S     -   0.99989262  x   0.99993726  =   0.99982989
 RR0913!UTM  14      -   0.99989262  x   1.00004153  =   0.99993415
 RR0913
 RR0913:                Primary Azimuth Mark                     Grid Az
 RR0913:SPC ND S     -  NEW SALEM MUNICIPAL TANK                 149 19 50.4
 RR0913:UTM  14      -  NEW SALEM MUNICIPAL TANK                 150 25 41.3
 RR0913
 RR0913|---------------------------------------------------------------------|
 RR0913| PID    Reference Object                     Distance      Geod. Az  |
 RR0913|                                                           dddmmss.s |
 RR0913| RR0910 NEW SALEM MUNICIPAL TANK            APPROX.11.5 KM 1483631.2 |
 RR0913| CS9213 MOLTZEN AZ MK                                      1575600.4 |
 RR0913| CS9214 MOLTZEN RM 1                          8.796 METERS 17039     |
 RR0913| CS9215 MOLTZEN RM 2                         11.088 METERS 24919     |
 RR0913|---------------------------------------------------------------------|
 RR0913
 RR0913                          SUPERSEDED SURVEY CONTROL
 RR0913
 RR0913  NAD 83(1986)-  46 55 51.75130(N)    101 29 23.48813(W) AD(       ) 2
 RR0913  NAD 27      -  46 55 51.75624(N)    101 29 21.97799(W) AD(       ) 2
 RR0913  NGVD 29 (07/19/86)  704.6    (m)         2312.     (f) VERT ANG       
 RR0913
 RR0913.Superseded values are not recommended for survey control.
 RR0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0913.See file dsdata.txt to determine how the superseded data were derived.
 RR0913
 RR0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1046700511(NAD 83)
 RR0913_MARKER: DS = TRIANGULATION STATION DISK
 RR0913_SETTING: 66 = SET IN ROCK OUTCROP
 RR0913
 RR0913  HISTORY     - Date     Condition        Report By
 RR0913  HISTORY     - 1951     MONUMENTED       CGS
 RR0913  HISTORY     - 1957     GOOD             CGS
 RR0913
 RR0913                          STATION DESCRIPTION
 RR0913
 RR0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0913'THE STATION IS LOCATED ON A HIGH, ROCKY BUTTE KNOWN LOCALLY
 RR0913'AS MOLTZEN HILL, ON LAND OWNED BY MR. MOLTZEN, ABOUT 7 MILES
 RR0913'NORTHWEST OF NEW SALEM, ABOUT 3 MILES WEST OF STATE HIGHWAY
 RR0913'31, AND ABOUT 1 MILE NORTHWEST OF MR. MOLTZENS HOUSE.
 RR0913'
 RR0913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 RR0913'STATE HIGHWAY 31 AT THE NORTHWEST EDGE OF NEW SALEM, GO NORTH
 RR0913'ON HIGHWAY 31 FOR 5.35 MILES TO A CROSS ROAD AT A SCHOOLHOUSE
 RR0913'ON RIGHT.  TURN LEFT AND GO WEST ON GRADED ROAD FOR 2.75 MILES
 RR0913'TO MR. MOLTZENS HOUSE ON RIGHT.  TURN RIGHT AND GO NORTH, PASSING
 RR0913'TO THE LEFT OF BARN, FOR 0.15 MILE TO A WIRE GATE AND AZIMUTH
 RR0913'MARK ON LEFT.  TURN LEFT AND FOLLOW TRACKS WEST AND NORTH
 RR0913'AROUND FIELD FOR 0.95 MILE TO TOP OF BUTTE AND STATION.
 RR0913'
 RR0913'THE STATION MARK IS A STANDARD DISK SET FLUSH IN OUTCROPPING
 RR0913'BEDROCK.  IT IS STAMPED MOLTZEN 1951.
 RR0913'
 RR0913'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN OUTCROPPING
 RR0913'BEDROCK AND IS STAMPED MOLTZEN NO 1 1951.
 RR0913'
 RR0913'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN OUTCROPPING
 RR0913'BEDROCK AND IS STAMPED MOLTZEN NO 2 1951.
 RR0913'
 RR0913'THE AZIMUTH MARK IS 13 FEET WEST OF CENTER OF TRACK ROAD AND
 RR0913'3 FEET WEST OF A GATE POST.  IT IS A STANDARD DISK SET IN THE
 RR0913'TOP OF A 12-INCH CONCRETE CYLINDER.  THE MARK PROJECTS 6 INCHES,
 RR0913'AND THE DISK IS STAMPED MOLTZEN 1951.
 RR0913
 RR0913                          STATION RECOVERY (1957)
 RR0913
 RR0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0913'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0913'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0913'ADEQUATE.  THERE IS A SECTION-LINE ROAD ABOUT 120 YARDS WEST
 RR0913'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0670 ***********************************************************************
 RQ0670  DESIGNATION -  MONA
 RQ0670  PID         -  RQ0670
 RQ0670  STATE/COUNTY-  ND/DICKEY
 RQ0670  USGS QUAD   -  MONANGO (1982)
 RQ0670
 RQ0670                         *CURRENT SURVEY CONTROL
 RQ0670  ___________________________________________________________________
 RQ0670* NAD 83(1996)-  46 13 40.40761(N)    098 33 20.04888(W)     ADJUSTED  
 RQ0670* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 RQ0670  ___________________________________________________________________
 RQ0670  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 RQ0670  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 RQ0670
 RQ0670  HORZ ORDER  -  THIRD
 RQ0670
 RQ0670.The horizontal coordinates were established by classical geodetic methods
 RQ0670.and adjusted by the National Geodetic Survey in January 1998..
 RQ0670
 RQ0670.The orthometric height was scaled from a topographic map.
 RQ0670
 RQ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0670
 RQ0670.The geoid height was determined by GEOID03.
 RQ0670
 RQ0670;                    North         East     Units Scale Factor Converg.
 RQ0670;SPC ND S     -    64,240.291   749,985.879   MT  0.99999154   +1 25 05.6
 RQ0670;SPC ND S     -   210,762.11  2,460,583.59   iFT  0.99999154   +1 25 05.6
 RQ0670;UTM  14      - 5,119,464.234   534,271.741   MT  0.99961444   +0 19 15.3
 RQ0670
 RQ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0670!SPC ND S     -   0.99993307  x   0.99999154  =   0.99992461
 RQ0670!UTM  14      -   0.99993307  x   0.99961444  =   0.99954753
 RQ0670
 RQ0670|---------------------------------------------------------------------|
 RQ0670| PID    Reference Object                     Distance      Geod. Az  |
 RQ0670|                                                           dddmmss.s |
 RQ0670| CO6431 MONA RM 1                            10.275 METERS 09138     |
 RQ0670| CO6432 MONA RM 2                            24.404 METERS 17220     |
 RQ0670| CO6430 MONA AZ MK                                         2665241.7 |
 RQ0670|---------------------------------------------------------------------|
 RQ0670
 RQ0670                          SUPERSEDED SURVEY CONTROL
 RQ0670
 RQ0670  NAD 83(1986)-  46 13 40.41463(N)    098 33 20.04110(W) AD(       ) 3
 RQ0670  NAD 27      -  46 13 40.52500(N)    098 33 18.69800(W) AD(       ) 3
 RQ0670
 RQ0670.Superseded values are not recommended for survey control.
 RQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0670.See file dsdata.txt to determine how the superseded data were derived.
 RQ0670
 RQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3427219464(NAD 83)
 RQ0670_MARKER: DS = TRIANGULATION STATION DISK
 RQ0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0670
 RQ0670  HISTORY     - Date     Condition        Report By
 RQ0670  HISTORY     - 1954     MONUMENTED       CGS
 RQ0670  HISTORY     - 1974     GOOD             USAF
 RQ0670
 RQ0670                          STATION DESCRIPTION
 RQ0670
 RQ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0670'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF EDGELEY, 9
 RQ0670'MILES SOUTH OF STATE HIGHWAY 13, 4 MILES NORTH-NORTHEAST OF
 RQ0670'MONANGO, 3-1/2 MILES EAST OF U.S. HIGHWAY 281, ON THE WESTERN
 RQ0670'EDGE OF A GOVERNMENT SHELTER BELT AND ON THE PROPERTY OF MRS.
 RQ0670'LAURA LYNN.
 RQ0670'
 RQ0670'TO REACH THE STATION FROM THE CITY LIMITS AT THE WEST EDGE OF
 RQ0670'LA MOURE, GO WEST ON STATE HIGHWAY 13 FOR 9.3 MILES TO A CROSS
 RQ0670'ROAD AND SIGN ON THE RIGHT READING BERLIN TURN LEFT AND GO
 RQ0670'SOUTH ON THE GRAVEL ROAD FOR 5.0 MILES TO A T-INTERSECTION,
 RQ0670'TURN LEFT AND GO EAST FOR 0.6 MILE, TURN RIGHT AND GO SOUTH
 RQ0670'1.8 MILE, TURN RIGHT AND GO WEST 2.0 MILES, TURN LEFT AND GO
 RQ0670'SOUTH 2.0 MILES, TURN RIGHT AND GO WEST 1.5 MILES TO THE SUMMIT
 RQ0670'OF A RISE, THE WEST END OF A ROW OF TREES ON THE RIGHT AND THE
 RQ0670'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 RQ0670'STATION, CONTINUE WEST ON THE GRAVEL ROAD FOR 0.45 MILE TO
 RQ0670'THE AZIMUTH MARK ON THE LEFT, 160 FEET EAST OF THE CENTER
 RQ0670'OF A CROSS ROAD.
 RQ0670'
 RQ0670'THE STATION MARK, STAMPED MONA 1954, IS A STANDARD DISK SET
 RQ0670'IN A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 124
 RQ0670'FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND ON THE SOUTHWEST
 RQ0670'CORNER OF A GOVERNMENT SHELTER BELT.
 RQ0670'
 RQ0670'REFERENCE MARK NO. 1, STAMPED MONA NO 1 1954, IS A STANDARD
 RQ0670'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 8 INCHES.
 RQ0670'IT IS ON THE SOUTH EDGE OF THE SHELTER BELT.
 RQ0670'
 RQ0670'REFERENCE MARK NO. 2, STAMPED MONA NO 2 1954, IS A STANDARD
 RQ0670'DISK SET IN A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  IT IS
 RQ0670'44 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 RQ0670'
 RQ0670'THE AZIMUTH MARK, STAMPED MONA 1954, IS A STANDARD DISK SET
 RQ0670'IN A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS 130
 RQ0670'FEET EAST OF A FENCE CORNER, 41 FEET SOUTH OF THE CENTER OF
 RQ0670'THE GRAVEL ROAD, 2 FEET EAST OF A WITNESS POST AND 1 FOOT
 RQ0670'EAST OF A FENCE POST.
 RQ0670'
 RQ0670'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 RQ0670
 RQ0670                          STATION RECOVERY (1974)
 RQ0670
 RQ0670'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0670'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 RQ0670'IN GOOD CONDITION.  ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0678 ***********************************************************************
 RQ0678  DESIGNATION -  MONANGO
 RQ0678  PID         -  RQ0678
 RQ0678  STATE/COUNTY-  ND/DICKEY
 RQ0678  USGS QUAD   -  MONANGO NW (1982)
 RQ0678
 RQ0678                         *CURRENT SURVEY CONTROL
 RQ0678  ___________________________________________________________________
 RQ0678* NAD 83(1996)-  46 10 28.78212(N)    098 38 18.15642(W)     ADJUSTED  
 RQ0678* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 RQ0678  ___________________________________________________________________
 RQ0678  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 RQ0678  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 RQ0678
 RQ0678  HORZ ORDER  -  FIRST
 RQ0678
 RQ0678.The horizontal coordinates were established by classical geodetic methods
 RQ0678.and adjusted by the National Geodetic Survey in January 1998..
 RQ0678
 RQ0678.The orthometric height was scaled from a topographic map.
 RQ0678
 RQ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0678
 RQ0678.The geoid height was determined by GEOID03.
 RQ0678
 RQ0678;                    North         East     Units Scale Factor Converg.
 RQ0678;SPC ND S     -    58,170.514   743,739.844   MT  1.00000172   +1 21 28.2
 RQ0678;SPC ND S     -   190,848.14  2,440,091.35   iFT  1.00000172   +1 21 28.2
 RQ0678;UTM  14      - 5,113,517.454   527,913.078   MT  0.99960958   +0 15 39.2
 RQ0678
 RQ0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0678!SPC ND S     -   0.99993022  x   1.00000172  =   0.99993194
 RQ0678!UTM  14      -   0.99993022  x   0.99960958  =   0.99953983
 RQ0678
 RQ0678:                Primary Azimuth Mark                     Grid Az
 RQ0678:SPC ND S     -  D TESKES HOUSE CHIMNEY                   049 01 49.5
 RQ0678:UTM  14      -  D TESKES HOUSE CHIMNEY                   050 07 38.5
 RQ0678
 RQ0678|---------------------------------------------------------------------|
 RQ0678| PID    Reference Object                     Distance      Geod. Az  |
 RQ0678|                                                           dddmmss.s |
 RQ0678| RQ0654 D TESKES HOUSE CHIMNEY              APPROX.14.3 KM 0502317.7 |
 RQ0678| CO6435 MONANGO RM 1                         18.592 METERS 09337     |
 RQ0678| RQ0671 MONANGO ST PAULS LUTH CH CROSS      APPROX. 3.5 KM 0950737.6 |
 RQ0678| CO6433 MONANGO AZ MK                                      1102101.1 |
 RQ0678| CO6434 MONANGO AZ MK 2                                    1463321.3 |
 RQ0678| CO6436 MONANGO RM 2                         21.412 METERS 28745     |
 RQ0678| RQ0680 MERRICOURT PEAVEY ELEVATOR          APPROX.10.3 KM 2914958.7 |
 RQ0678| RQ0667 EDGELEY JAMES V ELEC COOP MAST      APPROX.20.8 KM 3461201.5 |
 RQ0678|---------------------------------------------------------------------|
 RQ0678
 RQ0678                          SUPERSEDED SURVEY CONTROL
 RQ0678
 RQ0678  NAD 83(1986)-  46 10 28.78973(N)    098 38 18.14829(W) AD(       ) 1
 RQ0678  NAD 27      -  46 10 28.90100(N)    098 38 16.78800(W) AD(       ) 1
 RQ0678
 RQ0678.Superseded values are not recommended for survey control.
 RQ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0678.See file dsdata.txt to determine how the superseded data were derived.
 RQ0678
 RQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS2791313517(NAD 83)
 RQ0678_MARKER: DS = TRIANGULATION STATION DISK
 RQ0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0678_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RQ0678
 RQ0678  HISTORY     - Date     Condition        Report By
 RQ0678  HISTORY     - 1934     MONUMENTED       CGS
 RQ0678  HISTORY     - 1954     GOOD             CGS
 RQ0678  HISTORY     - 1961     GOOD             CGS
 RQ0678  HISTORY     - 1969     GOOD             NDHD
 RQ0678  HISTORY     - 1974     GOOD             USAF
 RQ0678
 RQ0678                          STATION DESCRIPTION
 RQ0678
 RQ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0678'STATION IS LOCATED IN HAMBURG TOWNSHIP ABOUT 2 MILES WNW OF
 RQ0678'MONANGO.  IN THE SE 1/4 SEC. 12, T 131 N, R 164 W.  MARK IS
 RQ0678'ON TOP OF A KNOLL, THE HIGHEST IN THE VICINITY, ON UNCULTIVATED
 RQ0678'LAND ABOUT 0.4 MILE W OF E LINE AND 0.3 MILE N OF S LINE OF
 RQ0678'ABOVE 1/4 SECTION.
 RQ0678'
 RQ0678'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 RQ0678'BRONZE DISKS SET IN CONCRETE.
 RQ0678'
 RQ0678'REFERENCE MARK NO. 1 IS ESE OF STATION 61.00 FEET, 18.592
 RQ0678'METERS, ON E EDGE OF KNOLL.
 RQ0678'
 RQ0678'REFERENCE MARK NO. 2 IS WSW OF STATION 70.25 FEET, 21.412
 RQ0678'METERS, ON W EDGE OF KNOLL.
 RQ0678'
 RQ0678'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE ESE OF STATION ON N
 RQ0678'SIDE OF E AND W GRAVEL ROAD 30 FEET FROM CENTER LINE, AND ALONG
 RQ0678'E AND W FENCE LINE.
 RQ0678'
 RQ0678'TO REACH STATION FROM ELLENDALE POST OFFICE, GO N ON HIGHWAY
 RQ0678'281 FOR 11.6 MILES TO CROSSROADS, THEN GO W ON GRAVEL ROAD
 RQ0678'FOR 5.5 MILES THEN NW ALONG RAILROAD TRACK (ON E SIDE) FOR
 RQ0678'0.25 MILE THEN N 0.2 MILE THEN E 0.1 MILE TO TOP OF KNOLL
 RQ0678'AND STATION.
 RQ0678'
 RQ0678'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 RQ0678
 RQ0678                          STATION RECOVERY (1954)
 RQ0678
 RQ0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0678'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AS
 RQ0678'DESCRIBED AND FOUND IN EXCELLANT CONDITION.  THE AZIMUTH MARK
 RQ0678'COULD NOT BE FOUND AND IS THOUGHT TO HAVE BEEN DESTROYED BY
 RQ0678'THE WIDENING OF THE ROAD.  A NEW AZIMUTH MARK WAS ESTABLISHED
 RQ0678'AT THIS TIME AS DESCRIBED BELOW.  THE PRESENT DESCRIPTION IS
 RQ0678'CORRECT AND ADEQUATE WITH THE ADDITIONAL INFORMATION LISTED
 RQ0678'BELOW.
 RQ0678'
 RQ0678'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 RQ0678'281 AND MAIN STREET IN MONANGO, GO SOUTH ON U.S. HIGHWAY 281
 RQ0678'FOR 0.2 MILE TO A CROSS ROAD, TURN RIGHT, WEST, ON A GRAVEL
 RQ0678'ROAD AND GO 1.95 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RQ0678'AHEAD FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT JUST BEFORE
 RQ0678'REACHING A RAILROAD TRACK.  GO RIGHT, NORTH, THROUGH GATE,
 RQ0678'FOR 0.3 MILE THROUGH A FIELD TO THE FOOT OF A KNOLL ON THE
 RQ0678'LEFT.  BEAR LEFT FOR 0.1 MILE TO THE TOP OF THE KNOLL AND THE
 RQ0678'STATION SITE.
 RQ0678'
 RQ0678'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE
 RQ0678'CONCRETE POST PROJECTING 4 INCHES AND LOCATED IN THE SOUTHEAST
 RQ0678'CORNER OF THE SAME FIELD AS THE STATION MARK.  IT IS APPROXIMATELY
 RQ0678'0.06 MILE EAST OF THE RAILROAD CROSSING, 60 FEET NORTH OF THE
 RQ0678'CENTERLINE OF A GRAVEL ROAD, 47 FEET WEST OF A NORTH-SOUTH
 RQ0678'FENCE LINE, 21 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2 FEET
 RQ0678'EAST OF A WITNESS POST AND 2 FEET WEST OF A TELEPHONE POLE.
 RQ0678'THE MARK IS STAMPED MONANGO 1934 RESET 1954.
 RQ0678
 RQ0678                          STATION RECOVERY (1961)
 RQ0678
 RQ0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0678'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0678'CONDITION.
 RQ0678'
 RQ0678'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM ELLENDALE IS
 RQ0678'ADEQUATE FOR RECOVERY.
 RQ0678
 RQ0678                          STATION RECOVERY (1969)
 RQ0678
 RQ0678'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1969 (DRM)
 RQ0678'MONANGO 1934-GOOD
 RQ0678'
 RQ0678'MONANGO NO. 1 1934-GOOD
 RQ0678'
 RQ0678'MONANGO NO. 2 1934-GOOD
 RQ0678'
 RQ0678'MONANGO 1934 RESET 1954-GOOD
 RQ0678'
 RQ0678'THE STATION WAS RECOVERED AS DESCRIBED IN THE HORIZONTAL CONTROL
 RQ0678'DATA.  ALL MARKS ARE SURFACE ARE FOUND IN GOOD CONDITION.
 RQ0678'THERE ARE NO CHANGES IN THE 1954 DESCRIPTION.
 RQ0678
 RQ0678                          STATION RECOVERY (1974)
 RQ0678
 RQ0678'RECOVERY NOTE BY US AIR FORCE 1974
 RQ0678'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 RQ0678'CONDITION.  1954 ROUTE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0671 ***********************************************************************
 RQ0671  DESIGNATION -  MONANGO ST PAULS LUTH CH CROSS
 RQ0671  PID         -  RQ0671
 RQ0671  STATE/COUNTY-  ND/DICKEY
 RQ0671  USGS QUAD   -  MONANGO (1982)
 RQ0671
 RQ0671                         *CURRENT SURVEY CONTROL
 RQ0671  ___________________________________________________________________
 RQ0671* NAD 83(1996)-  46 10 18.56112(N)    098 35 34.70767(W)     ADJUSTED  
 RQ0671* NAVD 88     -                                                        
 RQ0671  ___________________________________________________________________
 RQ0671  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 RQ0671  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RQ0671
 RQ0671  HORZ ORDER  -  THIRD
 RQ0671
 RQ0671.The horizontal coordinates were established by classical geodetic methods
 RQ0671.and adjusted by the National Geodetic Survey in January 1998..
 RQ0671
 RQ0671
 RQ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0671
 RQ0671.The geoid height was determined by GEOID03.
 RQ0671
 RQ0671;                    North         East     Units Scale Factor Converg.
 RQ0671;SPC ND S     -    57,939.112   747,252.441   MT  1.00000228   +1 23 27.4
 RQ0671;SPC ND S     -   190,088.95  2,451,615.62   iFT  1.00000228   +1 23 27.4
 RQ0671;UTM  14      - 5,113,218.953   531,419.229   MT  0.99961213   +0 17 37.1
 RQ0671
 RQ0671                          SUPERSEDED SURVEY CONTROL
 RQ0671
 RQ0671  NAD 83(1986)-  46 10 18.56872(N)    098 35 34.69970(W) AD(       ) 4
 RQ0671  NAD 27      -  46 10 18.68100(N)    098 35 33.34700(W) AD(       ) 3
 RQ0671
 RQ0671.Superseded values are not recommended for survey control.
 RQ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0671.See file dsdata.txt to determine how the superseded data were derived.
 RQ0671
 RQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS3141913219(NAD 83)
 RQ0671_MARKER: 91 = CHURCH CROSS
 RQ0671
 RQ0671  HISTORY     - Date     Condition        Report By
 RQ0671  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0671
 RQ0671                          STATION DESCRIPTION
 RQ0671
 RQ0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0671'THE STATION IS THE CROSS ATOP THE ONLY CHURCH IN THE TOWN OF
 RQ0671'MONANGO.  THE BUILDING IS WHITE WITH A GREEN SPIRE AND IS
 RQ0671'APPROXIMATELY 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2046 ***********************************************************************
 TE2046  DESIGNATION -  MOND
 TE2046  PID         -  TE2046
 TE2046  STATE/COUNTY-  ND/BENSON
 TE2046  USGS QUAD   -  ESMOND (1958)
 TE2046
 TE2046                         *CURRENT SURVEY CONTROL
 TE2046  ___________________________________________________________________
 TE2046* NAD 83(1996)-  48 01 17.58730(N)    099 45 49.52887(W)     ADJUSTED  
 TE2046* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 TE2046  ___________________________________________________________________
 TE2046  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TE2046  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 TE2046
 TE2046  HORZ ORDER  -  SECOND
 TE2046
 TE2046.The horizontal coordinates were established by classical geodetic methods
 TE2046.and adjusted by the National Geodetic Survey in January 1998..
 TE2046
 TE2046.The orthometric height was scaled from a topographic map.
 TE2046
 TE2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2046
 TE2046.The geoid height was determined by GEOID03.
 TE2046
 TE2046;                    North         East     Units Scale Factor Converg.
 TE2046;SPC ND N     -   113,839.375   654,915.103   MT  0.99993645   +0 32 52.3
 TE2046;SPC ND N     -   373,488.76  2,148,671.60   iFT  0.99993645   +0 32 52.3
 TE2046;UTM  14      - 5,318,977.824   443,050.995   MT  0.99963985   -0 34 04.0
 TE2046
 TE2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2046!SPC ND N     -   0.99992446  x   0.99993645  =   0.99986092
 TE2046!UTM  14      -   0.99992446  x   0.99963985  =   0.99956434
 TE2046
 TE2046:                Primary Azimuth Mark                     Grid Az
 TE2046:SPC ND N     -  ESMOND EVAN LUTH CH STEEPLE              003 52 56.2
 TE2046:UTM  14      -  ESMOND EVAN LUTH CH STEEPLE              004 59 52.5
 TE2046
 TE2046|---------------------------------------------------------------------|
 TE2046| PID    Reference Object                     Distance      Geod. Az  |
 TE2046|                                                           dddmmss.s |
 TE2046| TE2048 ESMOND EVAN LUTH CH STEEPLE         APPROX. 1.7 KM 0042548.5 |
 TE2046| TE2040 LUTHERAN CHURCH SPIRE               APPROX. 9.4 KM 0103712.1 |
 TE2046| CO7958 MOND AZ MK                                         0904200.5 |
 TE2046| CO7959 MOND RM 1                            37.954 METERS 14337     |
 TE2046| CO7960 MOND RM 2                            36.216 METERS 21017     |
 TE2046|---------------------------------------------------------------------|
 TE2046
 TE2046                          SUPERSEDED SURVEY CONTROL
 TE2046
 TE2046  NAD 83(1986)-  48 01 17.58969(N)    099 45 49.53047(W) AD(       ) 2
 TE2046  NAD 27      -  48 01 17.56200(N)    099 45 48.06300(W) AD(       ) 2
 TE2046
 TE2046.Superseded values are not recommended for survey control.
 TE2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2046.See file dsdata.txt to determine how the superseded data were derived.
 TE2046
 TE2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4305118978(NAD 83)
 TE2046_MARKER: DS = TRIANGULATION STATION DISK
 TE2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2046
 TE2046  HISTORY     - Date     Condition        Report By
 TE2046  HISTORY     - 1946     MONUMENTED       CGS
 TE2046  HISTORY     - 1956     GOOD             USGS
 TE2046  HISTORY     - 1969     GOOD             USAF
 TE2046
 TE2046                          STATION DESCRIPTION
 TE2046
 TE2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2046'THE STATION IS LOCATED AT A T ROAD INTERSECTION ABOUT 1.0 MILE
 TE2046'SOUTH OF ESMOND, 1/4 MILE EAST OF A FARM HOUSE IN THE SOUTHWEST
 TE2046'CORNER OF A FIELD, 57 FEET NORTH OF THE APPROXIMATE CENTERLINE
 TE2046'OF A GRAVELED ROAD, 12 FEET NORTHEAST OF A FENCE CORNER AND 7
 TE2046'FEET SOUTH-SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 TE2046'2 INCHES AND THE DISK IS STAMPED MOND 1946.
 TE2046'
 TE2046'REFERENCE MARK NO. 1 IS 124.52 FEET SOUTHEAST OF THE STATION,
 TE2046'52 FEET WEST OF A TELEPHONE POLE AND 43 FEET SOUTH OF THE
 TE2046'APPROXIMATE CENTERLINE OF A GRAVELED ROAD.  THE MARK PROJECTS
 TE2046'3 INCHES AND THE DISK IS STAMPED MOND NO 1 1946.
 TE2046'
 TE2046'REFERENCE MARK NO. 2 IS 118.82 FEET SOUTHWEST OF THE STATION,
 TE2046'46 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD
 TE2046'AND 15 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES
 TE2046'AND THE DISK IS STAMPED MOND NO 2 1946.
 TE2046'
 TE2046'AZIMUTH MARK IS 1.8 MILES EAST OF THE STATION, 0.1 MILE WEST OF A
 TE2046'DRIVEWAY TO A FARM HOME, 39 FEET SOUTH OF THE APPROXIMATE
 TE2046'CENTERLINE OF THE GRAVELED ROAD, 12 FEET WEST OF A TELEPHONE
 TE2046'POLE AND 3 FEET FEET WEST OF A WITNESS POST.  THE MARK PROJECTS
 TE2046'3 INCHES AND THE DISK IS STAMPED MOND 1946.
 TE2046'
 TE2046'TO REACH FROM ESMOND WHERE STATE HIGHWAY NO. 19 TURNS FROM
 TE2046'WEST TO NORTH, GO SOUTH ACROSS RAILROAD TRACK FOR 0.7 MILE TO
 TE2046'FORKS JUST AFTER PASSING CEMETERY, TAKE THE RIGHT FORK FOR 0.1
 TE2046'MILE TO WHERE IT JOINS THE EAST AND WEST ROAD AND STATION ON THE
 TE2046'RIGHT.
 TE2046'
 TE2046'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TE2046
 TE2046                          STATION RECOVERY (1956)
 TE2046
 TE2046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 TE2046'REDESCRIBED AS DESCRIPTION IS VAGUE (NOT IN SW CORNER OF FIELD,
 TE2046'FENCE CORNER MOVED).
 TE2046'
 TE2046'THE STATION IS LOCATED AT A T-ROAD NORTH ABOUT 1.0 MILE SOUTH OF
 TE2046'THE TOWN OF ESMOND.  TPS. 152-153N, R 72 W, NEAR SOUTHEAST
 TE2046'CORNER OF SECTION 34.  1/4 MILE EAST OF A FARM HOUSE IN THE
 TE2046'SOUTHEAST CORNER OF A FIELD.  57 FEET NORTH OF AN E-W ROAD
 TE2046'CENTERLINE.  9 FEET SOUTHEAST OF A FENCE CORNER SET IN TOP OF A
 TE2046'CONCRETE POST A STANDARD TABLET STAMPED MOND 1946.
 TE2046'
 TE2046'ALL MARKS WERE IN GOOD CONDITION AND FOUND EXCEPT REFERENCE
 TE2046'MARK NO. 2 WHICH WAS DUG FOR BUT NOT RECOVERED.
 TE2046
 TE2046                          STATION RECOVERY (1969)
 TE2046
 TE2046'RECOVERY NOTE BY US AIR FORCE 1969 (CMM)
 TE2046'STATION AND REFERENCE MARK 1 WERE RECOVERED IN FAIR CONDITION.
 TE2046'THE REFERENCE MARK HAD BEEN CHIPPED.  REFERENCE MARK 2 FORMERLY
 TE2046'REPORTED DESTROYED.  NO SEARCH WAS CONDUCTED FOR THE AZIMUTH
 TE2046'MARK.
 TE2046'
 TE2046'STATION IS THREE FEET SOUTH OF AN EAST-WEST FENCELINE, EIGHT
 TE2046'FEET WEST OF A WIRE GATE IN THE FENCELINE, AND FIFTY FEET
 TE2046'SOUTHWEST OF A POWER POLE.
 TE2046'
 TE2046'AN ADDITIONAL ROUTE DESCRIPTION IS AS FOLLOWS--
 TE2046'
 TE2046'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HARVEY,
 TE2046'NORTH DAKOTA, GO SOUTH TWO BLOCKS ON MAIN STREET TO ITS INTERSECTION
 TE2046'WITH U.S. HIGHWAY BUSINESS 52.  TURN LEFT ON BUSINESS 52 FOR
 TE2046'1.2 MILE TO PAVED ROAD LEFT.  TURN LEFT (EAST) ON THE PAVED
 TE2046'ROAD (WELLS COUNTY ROAD 5) FOR 7.25 MILES TO AN INTERSECTION WITH
 TE2046'WELLS COUNTY ROAD 4.  TURN LEFT (NORTH) ON WELLS COUNTY ROAD
 TE2046'4 (GRAVELED) FOR 18.85 MILES AND STATION ON THE LEFT (NORTH),
 TE2046'SHORTLY AFTER A BEND TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2154 ***********************************************************************
 TF2154  DESIGNATION -  MONOT FIRST LUTHERAN CHURCH SPIRE
 TF2154  PID         -  TF2154
 TF2154  STATE/COUNTY-  ND/WARD
 TF2154  USGS QUAD   -  MINOT (1979)
 TF2154
 TF2154                         *CURRENT SURVEY CONTROL
 TF2154  ___________________________________________________________________
 TF2154* NAD 83(1996)-  48 14 29.07921(N)    101 17 44.09712(W)     ADJUSTED  
 TF2154* NAVD 88     -                                                        
 TF2154  ___________________________________________________________________
 TF2154  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 TF2154  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF2154
 TF2154  HORZ ORDER  -  THIRD
 TF2154
 TF2154.The horizontal coordinates were established by classical geodetic methods
 TF2154.and adjusted by the National Geodetic Survey in January 1998..
 TF2154
 TF2154
 TF2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2154
 TF2154.The geoid height was determined by GEOID03.
 TF2154
 TF2154;                    North         East     Units Scale Factor Converg.
 TF2154;SPC ND N     -   138,327.293   540,911.512   MT  0.99993957   -0 35 31.3
 TF2154;SPC ND N     -   453,829.70  1,774,644.07   iFT  0.99993957   -0 35 31.3
 TF2154;UTM  14      - 5,345,680.157   329,565.397   MT  0.99995692   -1 42 46.1
 TF2154
 TF2154                          SUPERSEDED SURVEY CONTROL
 TF2154
 TF2154  NAD 83(1986)-  48 14 29.07906(N)    101 17 44.09437(W) AD(       ) 4
 TF2154  NAD 27      -  48 14 29.04500(N)    101 17 42.51100(W) AD(       ) 3
 TF2154
 TF2154.Superseded values are not recommended for survey control.
 TF2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2154.See file dsdata.txt to determine how the superseded data were derived.
 TF2154
 TF2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2956545680(NAD 83)
 TF2154_MARKER: 90 = CHURCH SPIRE
 TF2154
 TF2154  HISTORY     - Date     Condition        Report By
 TF2154  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2154  HISTORY     - 1978     GOOD             NGS
 TF2154
 TF2154                          STATION DESCRIPTION
 TF2154
 TF2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2154'THE CHURCH IS LOCATED IN THE NORTH SECTION OF MINOT ON THE EAST
 TF2154'SIDE OF U.S. HIGHWAY NO. 83.
 TF2154'
 TF2154'THE BUILDING IS OF TAN BRICK CONSTRUCTION WITH A GRAY SHINGLE
 TF2154'ROOF.  IT IS ABOUT 90 FEET WIDE AND 130 FEET LONG.  THE BUILDING
 TF2154'IS ABOUT 50 FEET HIGH WITH THE SPIRE ABOUT 30 HIGHER.  THE SPIRE
 TF2154'HAS A GRAY SHINGLE ROOF WITH A CROSS ON TOP.  IT IS SURROUNDED
 TF2154'ON THE NORTHEAST, SOUTHEAST AND SOUTHWEST BY STREETS AND ON
 TF2154'THE NORTHWEST BY THE CHURCH PARSONAGE BUILDING.
 TF2154'
 TF2154'TO REACH FROM THE STOP LIGHT AND OVERPASS ON U.S. HIGHWAY NO. 83
 TF2154'GO NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE CHURCH ON THE RIGHT
 TF2154'AS DESCRIBED.
 TF2154
 TF2154                          STATION RECOVERY (1978)
 TF2154
 TF2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 TF2154'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TF2154'
 TF2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEASTERN
 TF2154'MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0837 ***********************************************************************
 RP0837  DESIGNATION -  MONTGOMERY RESET
 RP0837  PID         -  RP0837
 RP0837  STATE/COUNTY-  ND/SARGENT
 RP0837  USGS QUAD   -  GWINNER (1979)
 RP0837
 RP0837                         *CURRENT SURVEY CONTROL
 RP0837  ___________________________________________________________________
 RP0837* NAD 83(1996)-  46 09 16.90282(N)    097 42 46.71046(W)     ADJUSTED  
 RP0837* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 RP0837  ___________________________________________________________________
 RP0837  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 RP0837  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 RP0837
 RP0837  HORZ ORDER  -  FIRST
 RP0837
 RP0837.The horizontal coordinates were established by classical geodetic methods
 RP0837.and adjusted by the National Geodetic Survey in January 1998..
 RP0837
 RP0837.The orthometric height was scaled from a topographic map.
 RP0837
 RP0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0837
 RP0837.The geoid height was determined by GEOID03.
 RP0837
 RP0837;                    North         East     Units Scale Factor Converg.
 RP0837;SPC ND S     -    58,066.611   815,245.774   MT  1.00000575   +2 01 58.1
 RP0837;SPC ND S     -   190,507.25  2,674,690.86   iFT  1.00000575   +2 01 58.1
 RP0837;UTM  14      - 5,112,040.486   599,378.898   MT  0.99972141   +0 55 41.9
 RP0837
 RP0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0837!SPC ND S     -   0.99994062  x   1.00000575  =   0.99994637
 RP0837!UTM  14      -   0.99994062  x   0.99972141  =   0.99966204
 RP0837
 RP0837:                Primary Azimuth Mark                     Grid Az
 RP0837:SPC ND S     -  GWINNER SCHOOLHOUSE CHIMNEY              023 26 21.1
 RP0837:UTM  14      -  GWINNER SCHOOLHOUSE CHIMNEY              024 32 37.3
 RP0837
 RP0837|---------------------------------------------------------------------|
 RP0837| PID    Reference Object                     Distance      Geod. Az  |
 RP0837|                                                           dddmmss.s |
 RP0837| RP0839 GWINNER SCHOOLHOUSE CHIMNEY         APPROX. 8.7 KM 0252819.2 |
 RP0837| RP0838 GWINNER MUNICIPAL TANK              APPROX. 8.9 KM 0261341.6 |
 RP0837| CO6440 MONTGOMERY RM 3                      28.353 METERS 08548     |
 RP0837| CO6437 MONTGOMERY AZ MK                                   0963719.3 |
 RP0837| RP0834 FORMAN MUNICIPAL TANK               APPROX. 7.8 KM 1301140.2 |
 RP0837| RP0835 FORMAN CONGREGATIONAL CHURCH        APPROX. 8.0 KM 1310137.1 |
 RP0837| RP0833 FORMAN SARGENT CO CTHSE DOME        APPROX. 8.0 KM 1323037.8 |
 RP0837| CO6438 MONTGOMERY RM 1                      53.726 METERS 17357     |
 RP0837| RP0841 NICHOLSON                           APPROX.11.5 KM 2680239.8 |
 RP0837| CO6439 MONTGOMERY RM 2                      38.193 METERS 27151     |
 RP0837| RP0843 STIRNUM ZION LUTHERAN CHURCH        APPROX. 9.6 KM 3090348.6 |
 RP0837| RP0840 STIRNUM PUBLIC SCHOOL FLAGPOLE      APPROX. 9.5 KM 3092617.2 |
 RP0837| RP0842 STIRNUM CHURCH OF THE NAZARENE      APPROX. 9.4 KM 3110707.3 |
 RP0837|---------------------------------------------------------------------|
 RP0837
 RP0837                          SUPERSEDED SURVEY CONTROL
 RP0837
 RP0837  NAD 83(1986)-  46 09 16.90383(N)    097 42 46.70670(W) AD(       ) 1
 RP0837  NAD 27      -  46 09 17.02700(N)    097 42 45.35700(W) AD(       ) 1
 RP0837
 RP0837.Superseded values are not recommended for survey control.
 RP0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0837.See file dsdata.txt to determine how the superseded data were derived.
 RP0837
 RP0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS9937912040(NAD 83)
 RP0837_MARKER: DS = TRIANGULATION STATION DISK
 RP0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0837
 RP0837  HISTORY     - Date     Condition        Report By
 RP0837  HISTORY     - 1934     MONUMENTED       CGS
 RP0837  HISTORY     - 1954     SEE DESCRIPTION  CGS
 RP0837
 RP0837                          STATION DESCRIPTION
 RP0837
 RP0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0837'STATION IS LOCATED IN THE SW 1/4 OF SEC. 16, T 131 N, R 56 W,
 RP0837'ABOUT 3 MILES N AND 3.75 MILES W OF FORMAN, ON A LOW HILL
 RP0837'ON WHICH ARE MR. MONTGOMERYS HOUSE AND BARNS, IN HIS BARN
 RP0837'LOT.  MARK IS SET NE OF NE CORNER OF HOUSE 72 FEET, SW OF
 RP0837'SW CORNER OF BARN, 42 FEET.
 RP0837'
 RP0837'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RP0837'BRONZE DISKS SET IN CONCRETE.
 RP0837'
 RP0837'REFERENCE MARK NO. 1 IS S OF STATION 54.700 METERS, 179.46
 RP0837'FEET, SET IN SE CORNER OF FENCE AROUND HOUSE.
 RP0837'
 RP0837'REFERENCE MARK NO. 2 IS WSW OF STATION 38.193 METERS, 125.30
 RP0837'FEET, SET IN N-S FENCE LINE.
 RP0837'
 RP0837'AZIMUTH MARK IS E OF STATION 0.8 MILE ALONG N SIDE OF GRAVELED
 RP0837'ROAD LEADING TO STATION.  MARK IS SET 32 FEET N OF CENTER LINE
 RP0837'OF GRAVELED ROAD, 50 FEET W OF UNIMPROVED ROAD LEADING N.
 RP0837'
 RP0837'STATION IS REACHED FROM FORMAN POST OFFICE BY GOING W ON
 RP0837'STATE HIGHWAY 11 FOR 1.8 MILES, THEN TURN N ON GRAVELED
 RP0837'ROAD AND GO 3 MILES, THENCE LEFT (W) AND GO 1.8 MILES TO
 RP0837'GATE TO MR. MONTGOMERYS FARM, GO N THROUGH GATE FOR 0.05
 RP0837'MILE TO BARN AND STATION ON LEFT.
 RP0837'
 RP0837'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RP0837
 RP0837                          STATION RECOVERY (1954)
 RP0837
 RP0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0837'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 RP0837'AND THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO.
 RP0837'2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.  A DISCREPANCY
 RP0837'OF 3.19 FEET WAS FOUND IN THE HORIZONTAL MEASUREMENT TO
 RP0837'REFERENCE MARK NO. 1.  THE STATION SURFACE MARK AND REFERENCE
 RP0837'MARK NO. 2 WERE DESTROYED AT THE PROPERTY OWNERS REQUEST.
 RP0837'A NEW STATION SURFACE MARK WAS SET 10 INCHES BELOW THE SURFACE
 RP0837'OF THE GROUND DIRECTLY OVER THE ORIGINAL MARK.  A NEW
 RP0837'REFERENCE MARK WAS ALSO SET BY THIS PARTY.
 RP0837'
 RP0837'A COMPLETE DESCRIPTION FOLLOWS--
 RP0837'
 RP0837'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF
 RP0837'GWINNER, 5 MILES NORTHWEST OF FORMAN, AND ON PROPERTY OWNED
 RP0837'BY MR. WALTER ORTH.
 RP0837'
 RP0837'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 32 AT
 RP0837'THE NORTHERN EDGE OF FORMAN BY GOING NORTH ON HIGHWAY 32
 RP0837'FOR 3.0 MILES TO A CROSS ROAD.  TURN LEFT, WEST, AND GO
 RP0837'2.95 MILES ON COUNTY ROAD H TO THE AZIMUTH MARK ON THE RIGHT.
 RP0837'CONTINUE WESTERLY FOR 0.8 MILE TO A LANE ON THE RIGHT TO MR.
 RP0837'ORTHS RESIDENCE*.  TURN RIGHT AND GO 0.05 MILE TO THE STATION
 RP0837'AS DESCRIBED.
 RP0837'
 RP0837'*TO REACH TT 24 JNP (USGS) FROM THIS POINT, CONTINUE WESTERLY
 RP0837'FOR 1.1 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 RP0837'
 RP0837'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0837'IS 40 FEET WEST OF THE SOUTHWEST CORNER OF MR. ORTHS BARN,
 RP0837'21 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CHICKEN COOP,
 RP0837'AND 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF A PUMP
 RP0837'HOUSE.  THE DISK IS STAMPED MONTGOMERY 1934 1954, AND THE
 RP0837'MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 RP0837'
 RP0837'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 RP0837'MONUMENT, IS 23 FEET NORTH OF THE NORTHEAST CORNER OF MR.
 RP0837'ORTHS HOME, 12 FEET SOUTH OF A FENCE SURROUNDING THE HOME,
 RP0837'AND 1.5 FEET EAST OF A CONCRETE SIDE WALK.  THE DISK IS
 RP0837'STAMPED MONTGOMERY NO 1 1934, AND THE MARK PROJECTS 5 INCHES.
 RP0837'
 RP0837'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A CONCRETE
 RP0837'MONUMENT, IS 12 FEET NORTHWEST OF THE BARN YARD GATE AND 2
 RP0837'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BARN.  THE DISK
 RP0837'IS STAMPED MONTGOMERY NO 3 1934 1954, AND THE MARK PROJECTS
 RP0837'3 INCHES.
 RP0837'
 RP0837'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK SET IN
 RP0837'A CONCRETE MONUMENT, IS 45 FEET WEST OF THE APPROXIMATE CENTER
 RP0837'OF A TRACK ROAD, 32 FEET NORTH OF THE APPROXIMATE CENTER
 RP0837'OF A GRAVELED ROAD, AND 3 FEET SOUTH OF A WITNESS POST.  THE
 RP0837'DISK IS STAMPED MONTGOMERY AZI 1934, AND THE MARK IS FLUSH
 RP0837'WITH THE SURFACE OF THE GROUND.
 RP0837'
 RP0837'TT 24 J N P (USGS), A U.S.G.S. BENCH MARK DISK SET IN AN
 RP0837'8 INCH BY 8 INCH CONCRETE MONUMENT, IS 48 FEET SOUTH OF
 RP0837'THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 2.5 FEET NORTH
 RP0837'OF A WIRE FENCE.  THE DISK IS STAMPED TT 24 JNP 1317 1953,
 RP0837'AND THE MARK PROJECTS 2 INCHES.
 RP0837'
 RP0837'NOTE.  THE AZIMUTH MARK AND TT 24 JNP (USGS) ARE NOT VISIBLE
 RP0837'FROM THE GROUND AT THE STATION SITE.  A BUILDING HAS BEEN
 RP0837'ERECTED SINCE 1934 BETWEEN THE STATION MARK AND THE AZIMUTH
 RP0837'MARK, HOWEVER WITH SOME CLEARING AT THE STATION SITE THE
 RP0837'U.S.G.S. MARK CAN BE MADE VISIBLE.
 RP0837'
 RP0837'HEIGHT OF LIGHT ABOVE MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1053 ***********************************************************************
 RP1053  DESIGNATION -  MOORETON
 RP1053  PID         -  RP1053
 RP1053  STATE/COUNTY-  ND/RICHLAND
 RP1053  USGS QUAD   -  MOORETON EAST (1979)
 RP1053
 RP1053                         *CURRENT SURVEY CONTROL
 RP1053  ___________________________________________________________________
 RP1053* NAD 83(1996)-  46 17 49.70352(N)    096 51 16.33780(W)     ADJUSTED  
 RP1053* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 RP1053  ___________________________________________________________________
 RP1053  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 RP1053  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP1053
 RP1053  HORZ ORDER  -  SECOND
 RP1053
 RP1053.The horizontal coordinates were established by classical geodetic methods
 RP1053.and adjusted by the National Geodetic Survey in January 1998..
 RP1053
 RP1053.The orthometric height was scaled from a topographic map.
 RP1053
 RP1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1053
 RP1053.The geoid height was determined by GEOID03.
 RP1053
 RP1053;                    North         East     Units Scale Factor Converg.
 RP1053;SPC ND S     -    76,597.238   880,767.523   MT  0.99997957   +2 39 32.2
 RP1053;SPC ND S     -   251,303.27  2,889,657.23   iFT  0.99997957   +2 39 32.2
 RP1053;UTM  14      - 5,129,299.638   665,234.851   MT  0.99993563   +1 33 04.9
 RP1053
 RP1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1053!SPC ND S     -   0.99995772  x   0.99997957  =   0.99993729
 RP1053!UTM  14      -   0.99995772  x   0.99993563  =   0.99989335
 RP1053
 RP1053|---------------------------------------------------------------------|
 RP1053| PID    Reference Object                     Distance      Geod. Az  |
 RP1053|                                                           dddmmss.s |
 RP1053| CP4311 MOORETON RM 2                        35.564 METERS 00223     |
 RP1053| RP1051 GALCHUTT FARM ELEV MID LT ROD       APPROX.10.6 KM 0192342.9 |
 RP1053| CP4310 MOORETON RM 1                        34.104 METERS 10146     |
 RP1053| CP4309 MOORETON AZ MK                                     2662200.9 |
 RP1053|---------------------------------------------------------------------|
 RP1053
 RP1053                          SUPERSEDED SURVEY CONTROL
 RP1053
 RP1053  NAD 83(1986)-  46 17 49.70215(N)    096 51 16.32881(W) AD(       ) 2
 RP1053  NAD 27      -  46 17 49.85000(N)    096 51 15.03700(W) AD(       ) 2
 RP1053
 RP1053.Superseded values are not recommended for survey control.
 RP1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1053.See file dsdata.txt to determine how the superseded data were derived.
 RP1053
 RP1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6523529300(NAD 83)
 RP1053_MARKER: DS = TRIANGULATION STATION DISK
 RP1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1053
 RP1053  HISTORY     - Date     Condition        Report By
 RP1053  HISTORY     - 1954     MONUMENTED       CGS
 RP1053
 RP1053                          STATION DESCRIPTION
 RP1053
 RP1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP1053'THE STATION IS LOCATED ABOUT 2 MILES NORTH AND 1.0 MILE EAST
 RP1053'OF MOORETON, ON SOUTH SIDE OF SOUTHWEST 1/4 OF SEC. 28, T. 133 N.
 RP1053'R. 49 W., AT THE SOUTH EDGE OF FARM LAND OWNED BY MR. WILLIAM
 RP1053'BREUER.
 RP1053'
 RP1053'TO REACH FROM THE RAILROAD DEPOT IN MOORETON GO NORTH ON A
 RP1053'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT, EAST, ON
 RP1053'A GRAVELED ROAD AND GO 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 RP1053'NORTH, ON A GRAVELED ROAD AND GO 1.0 MILE TO CROSSROADS.  TURN
 RP1053'RIGHT, EAST, ON A GRAVELED ROAD AND GO 0.35 MILE TO THE
 RP1053'STATION ON THE LEFT, JUST BEYOND A DIM TRACK ROAD LEADING NORTH
 RP1053'TO FARM BUILDINGS.
 RP1053'
 RP1053'THE STATION MARK IS 250 FEET SOUTH OF A BARN, 45 FEET NORTH
 RP1053'OF THE CENTER OF A GRAVELED ROAD, 23 FEET NORTH OF A FENCE
 RP1053'CORNER-POST, 3 FEET NORTHEAST OF A WITNESS POST, 1.0 FOOT
 RP1053'WEST OF A FENCE LINE, AND PROJECTS 6 INCHES.  THE DISK IS
 RP1053'STAMPED MOORETON 1954.
 RP1053'
 RP1053'REFERENCE MARK NO. 1, EAST OF THE STATION, IS SET IN AN EAST-WEST
 RP1053'FENCE LINE AND IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS
 RP1053'STAMPED MOORETON NO 1 1954.
 RP1053'
 RP1053'REFERENCE MARK NO. 2, NORTH OF THE STATION, IS 1.0 FOOT WEST
 RP1053'OF A FENCE LINE, AND PROJECTS 2 INCHES.  THE DISK IS STAMPED
 RP1053'MOORETON NO 2 1954.
 RP1053'
 RP1053'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE WEST, IS ABOUT 235
 RP1053'FEET EAST OF A CROSSROADS INTERSECTION, 44 FEET SOUTH OF THE
 RP1053'CENTER OF A GRAVELED ROAD, 18 INCHES EAST OF THE FIRST POWER
 RP1053'POLE EAST OF THE INTERSECTION, 1.0 FOOT NORTH OF A WITNESS POST
 RP1053'AND IS LEVEL WITH THE GROUND SURFACE.  THE DISK IS STAMPED
 RP1053'MOORETON 1954.
 RP1053'
 RP1053'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1363 ***********************************************************************
 SL1363  DESIGNATION -  MORAINE
 SL1363  PID         -  SL1363
 SL1363  STATE/COUNTY-  ND/GRAND FORKS
 SL1363  USGS QUAD   -  LAKE PICKARD (1971)
 SL1363
 SL1363                         *CURRENT SURVEY CONTROL
 SL1363  ___________________________________________________________________
 SL1363* NAD 83(1996)-  47 54 47.69972(N)    097 52 52.85227(W)     ADJUSTED  
 SL1363* NAVD 88     -       467.1    (meters)    1532.     (feet)  VERTCON   
 SL1363  ___________________________________________________________________
 SL1363  X           -    -587,318.215 (meters)                     COMP
 SL1363  Y           -  -4,242,719.106 (meters)                     COMP
 SL1363  Z           -   4,710,744.720 (meters)                     COMP
 SL1363  LAPLACE CORR-          -9.41  (seconds)                    DEFLEC99
 SL1363  ELLIP HEIGHT-         442.03  (meters)          (05/25/04) GPS OBS
 SL1363  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL1363
 SL1363  HORZ ORDER  -  FIRST
 SL1363  ELLP ORDER  -  FOURTH    CLASS II
 SL1363
 SL1363.The horizontal coordinates were established by classical geodetic methods
 SL1363.and adjusted by the National Geodetic Survey in May 2004..
 SL1363
 SL1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1363
 SL1363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1363
 SL1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1363
 SL1363.The ellipsoidal height was determined by GPS observations
 SL1363.and is referenced to NAD 83.
 SL1363
 SL1363.The geoid height was determined by GEOID03.
 SL1363
 SL1363;                    North         East     Units Scale Factor Converg.
 SL1363;SPC ND N     -   104,863.616   795,695.816   MT  0.99994030   +1 56 55.1
 SL1363;SPC ND N     -   344,040.73  2,610,550.58   iFT  0.99994030   +1 56 55.1
 SL1363;UTM  14      - 5,307,263.980   583,585.689   MT  0.99968585   +0 49 48.8
 SL1363
 SL1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1363!SPC ND N     -   0.99993072  x   0.99994030  =   0.99987103
 SL1363!UTM  14      -   0.99993072  x   0.99968585  =   0.99961660
 SL1363
 SL1363:                Primary Azimuth Mark                     Grid Az
 SL1363:SPC ND N     -  LARIMORE MUNICIPAL TANK                  088 38 31.5
 SL1363:UTM  14      -  LARIMORE MUNICIPAL TANK                  089 45 37.8
 SL1363
 SL1363|---------------------------------------------------------------------|
 SL1363| PID    Reference Object                     Distance      Geod. Az  |
 SL1363|                                                           dddmmss.s |
 SL1363| SL1339 LARIMORE MUNICIPAL TANK             APPROX.18.8 KM 0903526.6 |
 SL1363| SL1337 LARIMORE NW BELL TEL MICROWAVE      APPROX.22.4 KM 0921613.3 |
 SL1363| SL1359 LARIMORE RAD STA KDU 576            APPROX. 5.4 KM 1402050.0 |
 SL1363| SL0944 K 296                                              1814710.4 |
 SL1363| CO6441 MORAINE RM 1                         46.089 METERS 23157     |
 SL1363| SL1362 PETERSBURG NELSON RAD STA KFI       APPROX. 9.0 KM 2450019.5 |
 SL1363| CO6442 MORAINE RM 2                         52.852 METERS 31523     |
 SL1363| TD1207 PETERSBURG SHD RAD KAO 202          APPROX.10.8 KM 3380935.4 |
 SL1363| TD1209 PETERSBURG NW BELL MICROWAVE        APPROX.10.9 KM 3383048.5 |
 SL1363|---------------------------------------------------------------------|
 SL1363
 SL1363                          SUPERSEDED SURVEY CONTROL
 SL1363
 SL1363  ELLIP H (03/16/99)  441.89   (m)                       GP(       ) 4 1
 SL1363  NAD 83(1996)-  47 54 47.70011(N)    097 52 52.84199(W) AD(       ) 1
 SL1363  ELLIP H (01/23/98)  441.92   (m)                       GP(       ) 4 1
 SL1363  NAD 83(1986)-  47 54 47.69925(N)    097 52 52.84022(W) AD(       ) 1
 SL1363  NAD 27      -  47 54 47.72644(N)    097 52 51.50114(W) AD(       ) 1
 SL1363  NGVD 29 (02/28/92)  466.7    (m)         1531.     (f) GPS OBS        
 SL1363
 SL1363.Superseded values are not recommended for survey control.
 SL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1363.See file dsdata.txt to determine how the superseded data were derived.
 SL1363
 SL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU8358607264(NAD 83)
 SL1363_MARKER: DS = TRIANGULATION STATION DISK
 SL1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1363_SP_SET: CONCRETE POST
 SL1363_STAMPING: MORAINE 1967
 SL1363_MARK LOGO: CGS   
 SL1363_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1363+STABILITY: SURFACE MOTION
 SL1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1363+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1991
 SL1363
 SL1363  HISTORY     - Date     Condition        Report By
 SL1363  HISTORY     - 1967     MONUMENTED       CGS
 SL1363  HISTORY     - 1967     GOOD             CGS
 SL1363  HISTORY     - 19910729 GOOD             NGS
 SL1363  HISTORY     - 19911004 GOOD             NGS
 SL1363
 SL1363                          STATION DESCRIPTION
 SL1363
 SL1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 SL1363'THE STATION IS ABOUT 11-1/2 MILES WEST OF LARIMORE, 8-1/2
 SL1363'MILES SOUTHEAST OF PETERSBURG, 5-3/4 MILES SOUTH OF NIAGARA
 SL1363'AND AT THE SOUTH EDGE OF A GROVE OF TREES, ON LAND OWNED BY
 SL1363'MAYNARD PETERSON.
 SL1363'
 SL1363'TO REACH THE STATION FROM THE POST OFFICE IN NIAGARA, GO SOUTHERLY ON
 SL1363'THE MAIN STREET, CROSSING RAILROAD TRACKS, FOR 0.1 MILE TO A FORK.
 SL1363'TAKE THE RIGHT FORK AND GO WEST AND SOUTH ON THE MAIN GRAVELED ROAD
 SL1363'FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST FOR 0.45 MILE TO
 SL1363'A CROSSROADS.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 5.35
 SL1363'MILES TO THE TOP OF A LOW HILL AND THE STATION ON THE LEFT.
 SL1363'TO REACH BENCH MARK K 296 FROM THE STATION, GO SOUTH ON
 SL1363'GRAVELED ROAD FOR 0.65 MILE TO THE INTERSECTION OF COUNTY
 SL1363'ROAD 4.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE
 SL1363'TO THE MARK ON THE LEFT.
 SL1363'
 SL1363'THE STATION MARK IS A STANDARD DISK, STAMPED MORAINE 1967,
 SL1363'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1363'THAT PROJECS 3 INCHES ABOVE THE GROUND.  IT IS 180 FEET
 SL1363'EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 124.1 FEET EAST OF
 SL1363'A FENCE, 83.1 FEET WEST OF A FENCE AND 4.1 FEET NORTH OF A
 SL1363'WITNESS POST.  THE UNDERGROUND MARK IS SET 54 INCHES BELOW
 SL1363'THE GROUND SURFACE.
 SL1363'
 SL1363'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MORAINE NO 1 1967,
 SL1363'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1363'THAT PROJECTS 3INCHES ABOVE THE GROUND.  IT IS 59 FEET EAST OF
 SL1363'THE CENTERLINE OF THE GRAVELED ROAD, 4.1 FEET EAST OF A FENCE
 SL1363'CORNER POST AND ABOUT 8 FEET LOWER IN ELEVATION THAN THE
 SL1363'STATION.
 SL1363'
 SL1363'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MORAINE NO 2 1967,
 SL1363'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 SL1363'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 57 FEET EAST OF
 SL1363'THE CENTERLINE OF THE GRAVELED ROAD, 1.0 FOOT EAST OF A FENCE
 SL1363'AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 SL1363'
 SL1363'BENCH MARK K 296 IS A STANDARD DISK, STAMPED K 296 1963,
 SL1363'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 5 FOOT BOULDER,
 SL1363'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 49.5 FEET
 SL1363'EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 22.7 FEET
 SL1363'EAST-SOUTHEAST OF A WITNESS POST AND A FENCE.
 SL1363'
 SL1363'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE
 SL1363'OF OBSTRUCTIONS.
 SL1363'
 SL1363'THE DISTANCE FROM THE AXIS OF THE TELESCOPE TO REFERENCE
 SL1363'MARK 1 IS 152.04 FEET.
 SL1363'
 SL1363'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 SL1363
 SL1363                          STATION RECOVERY (1967)
 SL1363
 SL1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 SL1363'RECOVERED IN GOOD CONDITION.
 SL1363
 SL1363                          STATION RECOVERY (1991)
 SL1363
 SL1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SL1363'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) WEST OF LARIMORE, 13.7
 SL1363'KM (8.5 MI) SOUTHEAST OF PETERSBURG, 9.25 KM (5.75 MI) SOUTH OF
 SL1363'NIAGRA AND ON TOP OF A LOW HILL AT THE SOUTH EDGE OF A GROVE OF
 SL1363'TREES. OWNERSHIP--MAYNARD PETERSON.
 SL1363'TO REACH THE STATION FROM THE POST OFFICE IN NIAGRA, GO SOUTHERLY ON
 SL1363'MAIN STREET, CROSSING RAILROAD TRACKS, FOR 0.16 KM (0.10 MI) TO A
 SL1363'FORK.  BEAR RIGHT AND GO WEST AND SOUTH ON MAIN GRAVEL ROAD FOR 0.64
 SL1363'KM (0.40 MI) TO A T-ROAD.  TURN RIGHT, WEST, ON GRAVEL ROAD FOR 0.72
 SL1363'KM (0.45 MI) TO A CROSSROAD. TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 8.6
 SL1363'KM (5.3 MI) TO THE STATION ON THE LEFT ON TOP OF A LOW HILL.
 SL1363'THE STATION IS 54.86 M (179.99 FT) EAST FROM THE CENTER OF THE GRAVEL
 SL1363'ROAD, 37.8 M (124.0 FT) EAST FROM A FENCE, 25.3 M (83.0 FT) WEST FROM
 SL1363'A FENCE AND 1.2 M (3.9 FT) NORTH FROM A WITNESS POST.
 SL1363
 SL1363                          STATION RECOVERY (1991)
 SL1363
 SL1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 SL1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1213 ***********************************************************************
 SM1213  DESIGNATION -  MORALE
 SM1213  PID         -  SM1213
 SM1213  STATE/COUNTY-  ND/WELLS
 SM1213  USGS QUAD   -  WELLSBURG (1986)
 SM1213
 SM1213                         *CURRENT SURVEY CONTROL
 SM1213  ___________________________________________________________________
 SM1213* NAD 83(1996)-  47 49 54.22287(N)    099 51 12.73351(W)     ADJUSTED  
 SM1213* NAVD 88     -       531.     (meters)    1742.     (feet)  SCALED    
 SM1213  ___________________________________________________________________
 SM1213  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 SM1213  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 SM1213
 SM1213  HORZ ORDER  -  FIRST
 SM1213
 SM1213.The horizontal coordinates were established by classical geodetic methods
 SM1213.and adjusted by the National Geodetic Survey in January 1998..
 SM1213
 SM1213.The orthometric height was scaled from a topographic map.
 SM1213
 SM1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1213
 SM1213.The geoid height was determined by GEOID03.
 SM1213
 SM1213;                    North         East     Units Scale Factor Converg.
 SM1213;SPC ND N     -    92,674.996   648,395.991   MT  0.99994554   +0 28 51.8
 SM1213;SPC ND N     -   304,051.82  2,127,283.44   iFT  0.99994554   +0 28 51.8
 SM1213;UTM  14      - 5,297,950.483   436,123.428   MT  0.99965014   -0 37 57.5
 SM1213
 SM1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1213!SPC ND N     -   0.99992023  x   0.99994554  =   0.99986578
 SM1213!UTM  14      -   0.99992023  x   0.99965014  =   0.99957040
 SM1213
 SM1213|---------------------------------------------------------------------|
 SM1213| PID    Reference Object                     Distance      Geod. Az  |
 SM1213|                                                           dddmmss.s |
 SM1213| CO6444 MORALE RM 1                           8.343 METERS 19115     |
 SM1213| SM1217 HARVEY MUNICIPAL TANK               APPROX. 9.0 KM 2200400.2 |
 SM1213| CO6443 MORALE AZ MK                                       2293117.7 |
 SM1213| CO6445 MORALE RM 2                           6.744 METERS 27811     |
 SM1213|---------------------------------------------------------------------|
 SM1213
 SM1213                          SUPERSEDED SURVEY CONTROL
 SM1213
 SM1213  NAD 83(1986)-  47 49 54.22729(N)    099 51 12.73480(W) AD(       ) 1
 SM1213  NAD 27      -  47 49 54.21850(N)    099 51 11.29710(W) AD(       ) 1
 SM1213
 SM1213.Superseded values are not recommended for survey control.
 SM1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1213.See file dsdata.txt to determine how the superseded data were derived.
 SM1213
 SM1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT3612397950(NAD 83)
 SM1213_MARKER: DS = TRIANGULATION STATION DISK
 SM1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1213
 SM1213  HISTORY     - Date     Condition        Report By
 SM1213  HISTORY     - 1962     MONUMENTED       CGS
 SM1213  HISTORY     - 1969     GOOD             USAF
 SM1213
 SM1213                          STATION DESCRIPTION
 SM1213
 SM1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SM1213'THE STATION IS LOCATED 4 MILES NORTH AND 3 MILES EAST OF THE
 SM1213'TOWN OF HARVEY, IN THE NW 1/4 OF SEC. 11, T150N, R72W, ON THE
 SM1213'HIGHEST POINT OF HILL.
 SM1213'
 SM1213'TO REACH FROM THE POST OFFICE IN HARVEY, GO NORTH 1 BLOCK,
 SM1213'TURN LEFT AND GO WEST FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT
 SM1213'AND GO NORTH ON STATE HIGHWAY 3 FOR 3 MILES TO A CROSSROAD,
 SM1213'TURN RIGHT AND GO EAST FOR 3 MILES TO A CROSSROAD AND THE
 SM1213'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 1 MILE TO A SIDE
 SM1213'ROAD LEFT, TURN LEFT AND GO NORTH 0.25 MILE TO A FORK.  KEEP
 SM1213'RIGHT FORK AND GO EAST AND NORTH FOR 0.2 MILE TO A GATE AND
 SM1213'HOME OF JOE HOFFART.  PASS THROUGH GATE AND GO NORTH PICKING
 SM1213'WAY THROUGH PASTURE FOR 0.6 MILE TO HIGHEST POINT OF HILL AND
 SM1213'STATION.
 SM1213'
 SM1213'THE STATION MARK IS A STANDARD DISK, STAMPED MORALE 1962, AND
 SM1213'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SM1213'PROJECTS 3 INCHES AND IS 3.8 FEET SOUTH OF A WITNESS POST.
 SM1213'
 SM1213'REFERENCE MARK NO. 1, STAMPED MORALE NO 1 1962, IS A STANDARD
 SM1213'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 SM1213'PROJECTS 3 INCHES AND IS 24 FEET SOUTH OF A WITNESS POST.
 SM1213'
 SM1213'REFERENCE MARK NO. 2, STAMPED MORALE NO 2 1962, IS A STANDARD
 SM1213'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 30X16 INCHES
 SM1213'AND PROJECTS 10 INCHES AND IS 23 FEET WEST OF A WITNESS POST.
 SM1213'
 SM1213'THE AZIMUTH MARK IS A 2 IN IRON PIPE, BUREAU OF LAND MANAGEMENT
 SM1213'MARK, U.S. CADASTURAL SURVEY, STAMPED 46.2 FT R.M. 1956,
 SM1213'PROJECTING 4 INCHES, 37 FT. NORTH OF GRAVEL ROAD, 28 FT. EAST
 SM1213'OF GRAVEL ROAD AND 1 FT. EAST OF WITNESS POST.
 SM1213'
 SM1213'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 34.26 FEET OR 10.442 METERS.
 SM1213
 SM1213                          STATION RECOVERY (1969)
 SM1213
 SM1213'RECOVERY NOTE BY US AIR FORCE 1969
 SM1213'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION
 SM1213'AS DESCRIBED.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK
 SM1213'AND IS BELIEVED DESTROYED.  THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1283 ***********************************************************************
 SL1283  DESIGNATION -  MORGAN
 SL1283  PID         -  SL1283
 SL1283  STATE/COUNTY-  ND/TRAILL
 SL1283  USGS QUAD   -  HOLMES (1971)
 SL1283
 SL1283                         *CURRENT SURVEY CONTROL
 SL1283  ___________________________________________________________________
 SL1283* NAD 83(1996)-  47 40 14.86612(N)    097 15 12.23435(W)     ADJUSTED  
 SL1283* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 SL1283  ___________________________________________________________________
 SL1283  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 SL1283  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 SL1283
 SL1283  HORZ ORDER  -  FIRST
 SL1283
 SL1283.The horizontal coordinates were established by classical geodetic methods
 SL1283.and adjusted by the National Geodetic Survey in January 1998..
 SL1283
 SL1283.The orthometric height was scaled from a topographic map.
 SL1283
 SL1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1283
 SL1283.The geoid height was determined by GEOID03.
 SL1283
 SL1283;                    North         East     Units Scale Factor Converg.
 SL1283;SPC ND N     -    79,718.675   843,734.582   MT  0.99996179   +2 24 57.3
 SL1283;SPC ND N     -   261,544.21  2,768,158.08   iFT  0.99996179   +2 24 57.3
 SL1283;UTM  14      - 5,281,189.271   631,113.487   MT  0.99981125   +1 17 29.1
 SL1283
 SL1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1283!SPC ND N     -   0.99995709  x   0.99996179  =   0.99991888
 SL1283!UTM  14      -   0.99995709  x   0.99981125  =   0.99976835
 SL1283
 SL1283:                Primary Azimuth Mark                     Grid Az
 SL1283:SPC ND N     -  FARGO WINNIPEG AIRWAY BEACON 5           070 40 55.8
 SL1283:UTM  14      -  FARGO WINNIPEG AIRWAY BEACON 5           071 48 24.0
 SL1283
 SL1283|---------------------------------------------------------------------|
 SL1283| PID    Reference Object                     Distance      Geod. Az  |
 SL1283|                                                           dddmmss.s |
 SL1283| SL1273 FARGO WINNIPEG AIRWAY BEACON 5      APPROX.17.2 KM 0730553.1 |
 SL1283| CO6451 MORGAN RM 1                          55.599 METERS 20327     |
 SL1283| CO6453 MORGAN RM 3                          42.963 METERS 22212     |
 SL1283| CO6450 MORGAN AZ MK 2                                     2263530.9 |
 SL1283| CO6449 MORGAN AZ MK                                       2270612.7 |
 SL1283| CO6452 MORGAN RM 2                          44.088 METERS 22737     |
 SL1283|---------------------------------------------------------------------|
 SL1283
 SL1283                          SUPERSEDED SURVEY CONTROL
 SL1283
 SL1283  NAD 83(1986)-  47 40 14.86446(N)    097 15 12.22675(W) AD(       ) 1
 SL1283  NAD 27      -  47 40 14.93400(N)    097 15 10.91500(W) AD(       ) 1
 SL1283
 SL1283.Superseded values are not recommended for survey control.
 SL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1283.See file dsdata.txt to determine how the superseded data were derived.
 SL1283
 SL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3111381189(NAD 83)
 SL1283_MARKER: DS = TRIANGULATION STATION DISK
 SL1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1283
 SL1283  HISTORY     - Date     Condition        Report By
 SL1283  HISTORY     - 1941     MONUMENTED       CGS
 SL1283  HISTORY     - 1951     GOOD             CGS
 SL1283  HISTORY     - 20000815 GOOD             NDHD
 SL1283
 SL1283                          STATION DESCRIPTION
 SL1283
 SL1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SL1283'STATION IS LOCATED ABOUT 7 MILES W OF REYNOLDS IN THE FARMYARD
 SL1283'OF JOHN VON RUDEN IN THE NW 1/4 SEC. 2, T. 148 N, R. 52 W.
 SL1283'IT IS 21.5 FEET N OF A CHICKEN HOUSE, 22 FEET E OF A GRANARY
 SL1283'AND ABOUT 225 FEET E OF THE FARMHOUSE.  IT IS STAMPED MORGAN
 SL1283'1941 AND IS SET FLUSH WITH THE GROUND.
 SL1283'
 SL1283'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SL1283'BRONZE DISKS SET IN CONCRETE.
 SL1283'
 SL1283'REFERENCE MARK NO. 1 IS AT THE SE CORNER OF A LARGE RED BARN.
 SL1283'IT IS STAMPED MORGAN NO. 1 1941 AND PROJECTS 3 INCHES.
 SL1283'
 SL1283'REFERENCE MARK NO. 2 IS 3 FEET NW OF THE NW CORNER OF THE LARGE
 SL1283'RED BARN AND 35 FEET N OF A WINDMILL WHICH HAS A SMALL RED
 SL1283'BUILDING BUILT AROUND IT.  IT IS STAMPED MORGAN NO. 2 1941
 SL1283'AND IS SET FLUSH WITH THE GROUND.
 SL1283'
 SL1283'THE AZIMUTH MARK IS 2 FEET S OF A WHITE REFERENCE POST, 34
 SL1283'FEET E OF A DIRT ROAD AND 6 INCHES W OF A FENCE.  IT IS STAMPED
 SL1283'MORGAN 1941 AND PROJECTS 8 INCHES.
 SL1283'
 SL1283'TO REACH THE AZIMUTH MARK CONTINUE ON GRAVEL ROAD (W) FOR 0.3
 SL1283'MILE TO A DIRT ROAD LEFT (S).  TURN LEFT ON DIRT ROAD FOR 0.4
 SL1283'MILE TO THE MARK ON THE LEFT.
 SL1283'
 SL1283'TO REACH THE STATION FROM THE RAILROAD CROSSING IN REYNOLDS,
 SL1283'GO W ON THE MAIN GRAVEL ROAD FOR 6.75 MILES TO FARM ENTRANCE
 SL1283'AND STATION IN THE SE CORNER OF THE FARMYARD.
 SL1283'
 SL1283'A 103-FOOT SIGNAL AT AMERICUS IS VISIBLE AT 64 FEET.
 SL1283'
 SL1283'A 90-FOOT SIGNAL AT BELMONT IS VISIBLE AT 64 FEET.
 SL1283'
 SL1283'A 103-FOOT SIGNAL AT WOLD IS VISIBLE AT 77 FEET.
 SL1283'
 SL1283'A 103-FOOT SIGNAL AT MAYVILLE IS VISIBLE AT 64 FEET.
 SL1283'
 SL1283'A 90-FOOT SIGNAL AT GARFIELD IS VISIBLE AT 64 FEET.
 SL1283'
 SL1283'HEIGHT OF LIGHT ABOVE STATION MARK - 33.5 METERS.
 SL1283
 SL1283                          STATION RECOVERY (1951)
 SL1283
 SL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 SL1283'STATION RECOVERED, AND MARKS FOUND IN GOOD CONDITION.
 SL1283'REFERENCE MARK 1 IS NOW OBSTRUCTED BY A SILO.  IT WAS LEFT
 SL1283'INTACT BECAUSE IT MIGHT BE USED AT A LATER DATE.  REFERENCE
 SL1283'MARK 3 WAS ESTABLISHED.  BECAUSE OF DRAINAGE DITCH CONSTRUCTION,
 SL1283'THE AZIMUTH MARK WAS TO BE DESTROYED.  A NEW AZIMUTH MARK WAS
 SL1283'ESTABLISHED, AND THE OLD DISK WAS REMOVED.  THE PROPERTY IS
 SL1283'NOW OWNED BY MR. NICK VON RUDEN.  THE ORIGINAL DESCRIPTION IS
 SL1283'ACCURATE AND ADEQUATE, AND ALL MARKS ARE STAMPED AS ORIGINALLY
 SL1283'DESCRIBED.  THE STATION MARK AND REFERENCE MARK 2 ARE NOW
 SL1283'ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.  REFERENCE
 SL1283'MARK 3 IS A STANDARD DISK, STAMPED MORGAN NO 3 1941 AND SET IN
 SL1283'A DRILL HOLE IN THE CONCRETE FOUNDATION AND AT THE NE EDGE
 SL1283'OF THE BASE OF THE SILO.
 SL1283'
 SL1283'THE AZIMUTH MARK IS 52 FT. E OF THE CENTER OF A GRADED DIRT
 SL1283'ROAD, 3 FT. N OF A TELEPHONE POLE, AND 3 FT. S OF A WITNESS
 SL1283'POST.  IT PROJECTS 6 IN., AND THE DISK IS STAMPED MORGAN 1941
 SL1283'RESET 1951.  MARK IS A STANDARD AZIMUTH DISK, SET IN THE TOP
 SL1283'OF A 12-IN. CONCRETE CYLINDER.
 SL1283'
 SL1283'STATION MARK AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, SET
 SL1283'IN THE TOPS OF 12-IN. SQUARE CONCRETE POSTS.
 SL1283
 SL1283                          STATION RECOVERY (2000)
 SL1283
 SL1283'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 2000 (GK)
 SL1283'STAMPED 'MORGAN 1941'
 SL1283'ORIGINAL FARM HOUSE GONE. LOCATED IN BACKYARD OF SMALL WOOD FRAME
 SL1283'HOUSE ON SMALL KNOLL. 21.5 FT NORTH OF A CONCRETE SLAB INSTEAD OF
 SL1283'CHICKEN HOUSE. 22.0 FT EAST OF DIRT PAD INSTEAD OF GRANERY (GONE). NOW
 SL1283'0.3 FT BELOW GROUND.
 SL1283' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2065 ***********************************************************************
 TF2065  DESIGNATION -  MORLANG
 TF2065  PID         -  TF2065
 TF2065  STATE/COUNTY-  ND/MCHENRY
 TF2065  USGS QUAD   -  VELVA (1949)
 TF2065
 TF2065                         *CURRENT SURVEY CONTROL
 TF2065  ___________________________________________________________________
 TF2065* NAD 83(1996)-  48 06 08.71779(N)    100 57 09.30533(W)     ADJUSTED  
 TF2065* NAVD 88     -       510.2    (meters)    1674.     (feet)  VERTCON   
 TF2065  ___________________________________________________________________
 TF2065  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 TF2065  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 TF2065
 TF2065  HORZ ORDER  -  FIRST
 TF2065
 TF2065.The horizontal coordinates were established by classical geodetic methods
 TF2065.and adjusted by the National Geodetic Survey in January 1998..
 TF2065
 TF2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2065
 TF2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2065
 TF2065.The geoid height was determined by GEOID03.
 TF2065
 TF2065;                    North         East     Units Scale Factor Converg.
 TF2065;SPC ND N     -   122,667.320   566,294.959   MT  0.99993589   -0 20 12.4
 TF2065;SPC ND N     -   402,451.84  1,857,923.09   iFT  0.99993589   -0 20 12.4
 TF2065;UTM  14      - 5,329,528.062   354,637.497   MT  0.99985964   -1 27 13.1
 TF2065
 TF2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2065!SPC ND N     -   0.99992333  x   0.99993589  =   0.99985923
 TF2065!UTM  14      -   0.99992333  x   0.99985964  =   0.99978299
 TF2065
 TF2065:                Primary Azimuth Mark                     Grid Az
 TF2065:SPC ND N     -  NORTH PRAIRIE LUTH CH STEEPLE            037 37 16.8
 TF2065:UTM  14      -  NORTH PRAIRIE LUTH CH STEEPLE            038 44 17.5
 TF2065
 TF2065|---------------------------------------------------------------------|
 TF2065| PID    Reference Object                     Distance      Geod. Az  |
 TF2065|                                                           dddmmss.s |
 TF2065| TF2073 NORTH PRAIRIE LUTH CH STEEPLE       APPROX. 8.2 KM 0371704.4 |
 TF2065| TF2054 SIMCOE STENKJER NORW EVAN CH        APPROX. 8.9 KM 0462011.6 |
 TF2065| TF2057 SINCOE                              APPROX. 7.5 KM 0725633.9 |
 TF2065| CO7963 MORLANG RM 1                         63.085 METERS 11210     |
 TF2065| CO7964 MORLANG RM 2                         68.398 METERS 13430     |
 TF2065| TF2064 VOLTAIRE CENTRAL ELEC N STACK       APPROX.10.2 KM 1490447.5 |
 TF2065| TF2063 VOLTAIRE CENTRAL ELEC S STACK       APPROX.10.2 KM 1490810.9 |
 TF2065| TF2066 VELVA VERENDRYE ELEC RAD MAST       APPROX. 5.8 KM 1652723.2 |
 TF2065| CO7962 MORLANG AZ MK 2                                    1703804.4 |
 TF2065| CO7961 MORLANG AZ MK                                      1834501.2 |
 TF2065| TF2069 NORWICH SCHOOL FLAGPOLE             APPROX.16.2 KM 3494502.7 |
 TF2065|---------------------------------------------------------------------|
 TF2065
 TF2065                          SUPERSEDED SURVEY CONTROL
 TF2065
 TF2065  NAD 83(1986)-  48 06 08.71912(N)    100 57 09.30392(W) AD(       ) 1
 TF2065  NAD 27      -  48 06 08.68580(N)    100 57 07.76730(W) AD(       ) 1
 TF2065  NGVD 29 (07/19/86)  509.8    (m)         1673.     (f) VERT ANG       
 TF2065
 TF2065.Superseded values are not recommended for survey control.
 TF2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2065.See file dsdata.txt to determine how the superseded data were derived.
 TF2065
 TF2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5463729528(NAD 83)
 TF2065_MARKER: DS = TRIANGULATION STATION DISK
 TF2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2065
 TF2065  HISTORY     - Date     Condition        Report By
 TF2065  HISTORY     - 1934     MONUMENTED       CGS
 TF2065  HISTORY     - 1946     GOOD             CGS
 TF2065  HISTORY     - 1960     GOOD             CGS
 TF2065  HISTORY     - 1962     GOOD             CGS
 TF2065  HISTORY     - 1967     GOOD             CGS
 TF2065
 TF2065                          STATION DESCRIPTION
 TF2065
 TF2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF2065'STATION IS ABOUT 3 MILES NNW OF VELVA, AND ABOUT 1/4 MILE N
 TF2065'OF THE FARM BUILDINGS OWNED BY PETER MORLANG.  IT IS ON THE
 TF2065'HIGHEST POINT OF A SHORT RIDGE AND IS ABOUT 150 YARDS W OF A
 TF2065'SECTION-LINE ROAD.  THE STATION MARK IS 179 FEET NW OF A FENCE
 TF2065'CORNER AND PROJECTS 12 INCHES.
 TF2065'
 TF2065'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 TF2065'BRONZE DISKS SET IN CONCRETE.
 TF2065'
 TF2065'REFERENCE MARK NO. 1 IS ESE OF THE STATION AND IS 33 FEET E OF
 TF2065'A FENCE CORNER.  REFERENCE MARK NO. 2 IS SSE OF THE STATION
 TF2065'AND IS 79 FEET S OF A FENCE CORNER.  BOTH MARKS ARE IN FENCE
 TF2065'LINE.
 TF2065'
 TF2065'THE AZIMUTH MARK IS APPROXIMATELY 1/2 MILE S OF THE STATION
 TF2065'AND IS ABOUT 0.15 MILE W OF THE SECTION CORNER.  THE MARK IS
 TF2065'30 FEET S OF THE CENTER OF THE ROAD.
 TF2065'
 TF2065'THE STATION IS REACHED FROM THE PETER MORLANG FARM, WHICH IS ABOUT
 TF2065'3 MILES NNW OF VELVA, BY GOING TO THE SECTION CORNER AND ROAD
 TF2065'INTERSECTION SE OF THE FARM BUILDINGS.  FROM THE CORNER GO N ON
 TF2065'THE SECTION-LINE ROAD 0.4 MILE TO THE TOP OF THE GRADE.  TURN
 TF2065'OFF THE ROAD TO THE W AT A FENCE CORNER AND DRIVE 0.1 MILE
 TF2065'TO THE TOP OF THE RIDGE AND THE STATION.
 TF2065'
 TF2065'A 10-FOOT STAND WAS ERECTED.
 TF2065
 TF2065                          STATION RECOVERY (1946)
 TF2065
 TF2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2065'THE STATION WAS FOUND AS DESCRIBED BY W.R.P. IN 1934 AND ALL
 TF2065'MARKS ARE IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TF2065'
 TF2065'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF VELVA AND
 TF2065'ABOUT 0.4 MILE NORTH OF THE FARM BUILDINGS OWNED BY PETER MORLANG.
 TF2065'IT IS ON THE HIGHEST POINT OF A SHORT RIDGE ABOUT 150 YARDS
 TF2065'WEST OF A SECTION LINE ROAD AND 179 FEET NORTHWEST OF A FENCE
 TF2065'CORNER.  THE MARK PROJECTS ABOUT 12 INCHES AND THE DISK IS
 TF2065'STAMPED MORLANG 1934.
 TF2065'
 TF2065'REFERENCE MARK NO. 1 IS 208.95 FEET EAST-SOUTHEAST OF THE STATION
 TF2065'AND 33 FEET EAST OF A FENCE CORNER.  THE MARK PROJECTS ABOUT
 TF2065'10 INCHES AND THE DISK IS STAMPED MORLANG 1934.
 TF2065'
 TF2065'REFERENCE MARK NO. 2 IS 224.65 FEET SOUTH-SOUTHEAST OF THE STATION
 TF2065'AND 79 FEET SOUTH OF A FENCE CORNER.  THE MARK PROJECTS ABOUT
 TF2065'10 INCHES AND THE DISK IS STAMPED MORLANG 1934.
 TF2065'
 TF2065'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE STATION
 TF2065'AND IS ABOUT 0.1 MILE WEST OF THE SECTION CORNER, 30 FEET SOUTH
 TF2065'OF THE APPROXIMATE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF THE
 TF2065'TOP OF THE CUT BANK AND 3 FEET EAST OF A WITNESS POST.  THE MARK
 TF2065'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MORLANG 1934.
 TF2065'
 TF2065'TO REACH THE STATION FROM THE PEOPLES BANK BUILDING IN VELVA
 TF2065'GO NORTH ALONG THE GRAVEL ROAD FOR 2.4 MILES TO A CROSS ROAD.
 TF2065'THERE TURN LEFT AND GO 1.0 MILE TO ANOTHER CROSS ROAD.  THE
 TF2065'AZIMUTH MARK IS 0.15 MILE WEST OF THIS POINT AND ON THE
 TF2065'SOUTH SIDE OF THE ROAD.  HERE TURN RIGHT AND GO NORTH 0.45
 TF2065'MILE TO A FENCE CORNER ON THE LEFT.  TURN LEFT ALONG THE NORTH
 TF2065'SIDE OF THIS FENCE AND GO 0.1 MILE TO THE HIGHEST POINT AND THE
 TF2065'STATION IN THE WHEAT FIELD AS DESCRIBED.
 TF2065'
 TF2065'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 TF2065
 TF2065                          STATION RECOVERY (1960)
 TF2065
 TF2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JSM)
 TF2065'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN GOOD
 TF2065'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW TO REACH
 TF2065'IS AS FOLLOWS--
 TF2065'
 TF2065'TO REACH FROM THE POST OFFICE IN VELVA, GO NORTH ON A GRAVEL
 TF2065'ROAD FOR 2.5 MILES TO CROSSROADS.  TURN LEFT AND GO WEST ON A
 TF2065'GRAVEL ROAD FOR 1.0 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 TF2065'NORTH ON A GRAVEL ROAD FOR 0.5 MILE TO TOP OF HILL.  TURN LEFT
 TF2065'AND GO WEST ALONG AN EAST-WEST FENCE FOR 0.1 MILE TO STATION.
 TF2065
 TF2065                          STATION RECOVERY (1962)
 TF2065
 TF2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2065'THE STATION IS LOCATED 1 MILE EAST AND 2-1/2 MILES NORTH OF THE
 TF2065'TOWN OF VELVA, IN THE NE 1/4 OF SEC. 4, T153N, R80W.
 TF2065'
 TF2065'TO REACH FROM THE POST OFFICE IN VELVA, FOLLOW THE PAVED AND
 TF2065'GRAVELED ROAD NORTH FOR 2.6 MILES TO A CROSSROAD.  TURN
 TF2065'LEFT AND GO WEST FOR 1 MILE TO A CROSSROAD AND THE AZIMUTH
 TF2065'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO
 TF2065'NORTH FOR 0.5 MILE TO THE TOP OF A RIDGE.  TURN LEFT AND GO WEST
 TF2065'ACROSS COUNTRY FOR 0.1 MILE TO THE STATION.
 TF2065'
 TF2065'THE STATION MARK IS A STANDARD DISK STAMPED MORLANG 1934 AND
 TF2065'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2065'PROJECTS 6 INCHES.  IT IS 135 FEET NORTHWEST OF A NORTHWEST
 TF2065'FENCE CORNER.
 TF2065'
 TF2065'REFERENCE MARK NO. 1, STAMPED MORLANG NO 1 1934, IS A STANDARD
 TF2065'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2065'PROJECTS 3 INCHES.  IT IS 84 FEET EAST OF THE NORTHWEST FENCE
 TF2065'CORNER AND 1 FOOT SOUTH OF A FENCE.
 TF2065'
 TF2065'REFERENCE MARK NO. 2, STAMPED MORLANG NO 2 1934, IS A STANDARD
 TF2065'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2065'PROJECTS 4 INCHES.  IT IS 79 FEET SOUTH OF A FENCE AND 52 FEET
 TF2065'EAST OF A FENCE.
 TF2065'
 TF2065'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MORLANG 1934 1962
 TF2065'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2065'PROJECTS 2 INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF A ROAD,
 TF2065'82 FEET WEST OF THE CENTER OF A ROAD, 1 FOOT SOUTH OF A FENCE AND
 TF2065'1.8 FEET SOUTHWEST OF THE WITNESS POST.
 TF2065
 TF2065                          STATION RECOVERY (1967)
 TF2065
 TF2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2065'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 TF2065'
 TF2065'THE 1962 NOTE ON THE LOCATION AND OF HOW TO REACH THE STATION WAS
 TF2065'FOUND TO BE ADEQUATELY DESCRIBED.
 TF2065'
 TF2065'DISTANCE TO THE REFERENCE MARKS CHECKED ADEQUATELY AND THE
 TF2065'DIRECTION TO THE REFERENCE MARKS USING THE AZIMUTH MARK AS THE
 TF2065'INITIAL, CHECKED ADEQUATELY.
 TF2065'
 TF2065'STATION MARK DISK IS STAMPED MORLANG 1934 AND THE SURFACE MARK
 TF2065'PROJECTS ABOUT 6 INCHES.  MARK IS ON THE HIGHEST
 TF2065'POINT OF A LOW KNOLL AND 135 FEET NORTHEAST OF A FENCE CORNER.
 TF2065'
 TF2065'REFERENCE MARK NUMBER 1 DISK IS STAMPED MORLANG NO 1 1934 AND THE
 TF2065'MARK PROJECTS ABOUT 3 INCHES.  MARK IS 85 FEET EAST OF
 TF2065'A FENCE CORNER AND 7 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 TF2065'
 TF2065'REFERENCE MARK NUMBER 2 DISK IS STAMPED MORLANG NO 2 1934 AND THE
 TF2065'MARK PROJECTS ABOUT 5 INCHES.  MARK IS 93.5 FEET
 TF2065'SOUTHEAST OF A FENCE CORNER AND 52.4 FEET EAST OF A NORTH-SOUTH
 TF2065'FENCELINE.
 TF2065'
 TF2065'AZIMUTH MARK DISK IS STAMPED MORLANG 1934 1962 AND THE MARK
 TF2065'PROJECTS ABOUT 2 INCHES.  MARK IS 92 FEET NORTHWEST OF
 TF2065'THE APPROXIMATE CENTER OF A CROSSROADS, 83 FEET WEST OF THE
 TF2065'APPROXIMATE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 34 FEET NORTH
 TF2065'OF THE APPROXIMATE CENTER OF AN EAST-WEST GRAVELED ROAD AND 1 FOOT
 TF2065'SOUTH OF AN EAST-WEST FENCELINE.
 TF2065'
 TF2065'HEIGHT OF LIGHT ABOVE STATION MARK 0.98 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2386 ***********************************************************************
 TF2386  DESIGNATION -  MORSE
 TF2386  PID         -  TF2386
 TF2386  STATE/COUNTY-  ND/RENVILLE
 TF2386  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2386
 TF2386                         *CURRENT SURVEY CONTROL
 TF2386  ___________________________________________________________________
 TF2386* NAD 83(1996)-  48 58 04.48426(N)    101 50 50.10239(W)     ADJUSTED  
 TF2386* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 TF2386  ___________________________________________________________________
 TF2386  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TF2386  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF2386
 TF2386  HORZ ORDER  -  THIRD
 TF2386
 TF2386.The horizontal coordinates were established by classical geodetic methods
 TF2386.and adjusted by the National Geodetic Survey in January 1998..
 TF2386
 TF2386.The orthometric height was scaled from a topographic map.
 TF2386
 TF2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2386
 TF2386.The geoid height was determined by GEOID03.
 TF2386
 TF2386;                    North         East     Units Scale Factor Converg.
 TF2386;SPC ND N     -   219,672.208   501,355.551   MT  1.00005499   -1 00 09.1
 TF2386;SPC ND N     -   720,709.34  1,644,867.29   iFT  1.00005499   -1 00 09.1
 TF2386;UTM  14      - 5,427,795.889   291,622.919   MT  1.00013345   -2 08 54.9
 TF2386
 TF2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2386!SPC ND N     -   0.99992635  x   1.00005499  =   0.99998134
 TF2386!UTM  14      -   0.99992635  x   1.00013345  =   1.00005979
 TF2386
 TF2386:                Primary Azimuth Mark                     Grid Az
 TF2386:SPC ND N     -  SCHOOL                                   268 35 28.1
 TF2386:UTM  14      -  SCHOOL                                   269 44 13.9
 TF2386
 TF2386|---------------------------------------------------------------------|
 TF2386| PID    Reference Object                     Distance      Geod. Az  |
 TF2386|                                                           dddmmss.s |
 TF2386| TF2390 SCHOOL                              APPROX. 4.9 KM 2673519.0 |
 TF2386|---------------------------------------------------------------------|
 TF2386
 TF2386                          SUPERSEDED SURVEY CONTROL
 TF2386
 TF2386  NAD 83(1986)-  48 58 04.48945(N)    101 50 50.10813(W) AD(       ) 3
 TF2386
 TF2386.Superseded values are not recommended for survey control.
 TF2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2386.See file dsdata.txt to determine how the superseded data were derived.
 TF2386
 TF2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9162327796(NAD 83)
 TF2386_MARKER: X = CHISELED CROSS
 TF2386_SETTING: 80 = SET IN A BOULDER
 TF2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2386+STABILITY: SURFACE MOTION
 TF2386
 TF2386  HISTORY     - Date     Condition        Report By
 TF2386  HISTORY     - 1910     MONUMENTED       IBC
 TF2386
 TF2386                          STATION DESCRIPTION
 TF2386
 TF2386'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1910 (JJM)
 TF2386'ABOUT 2-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 653.  THE
 TF2386'STATION IS ON A RISE IN THE FIELD 145 METERS EAST OF THE ROAD ON THE
 TF2386'WEST BOUNDARY OF SECTION 4, TOWNSHIP 163 N, RANGE 86 W, FIFTH
 TF2386'PRINCIPAL MERIDIAN, AND IS ABOUT 200 METERS NORTH OF THE SOUTH
 TF2386'BOUNDARY OF THE SECTION.
 TF2386'
 TF2386'STATION MARK--A CROSS ON A BOULDER SET FLUSH WITH THE GROUND.
 TF2386'ANOTHER BOULDER WITH A CROSS ON IT IS BURIED 2 FEET BELOW THE SURFACE
 TF2386'OF THE GROUND, DIRECTLY UNDER THE UPPER ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2387 ***********************************************************************
 TF2387  DESIGNATION -  MORSE EAST BASE
 TF2387  PID         -  TF2387
 TF2387  STATE/COUNTY-  ND/RENVILLE
 TF2387  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2387
 TF2387                         *CURRENT SURVEY CONTROL
 TF2387  ___________________________________________________________________
 TF2387* NAD 83(1996)-  48 57 57.45340(N)    101 47 38.33427(W)     ADJUSTED  
 TF2387* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 TF2387  ___________________________________________________________________
 TF2387  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 TF2387  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 TF2387
 TF2387  HORZ ORDER  -  THIRD
 TF2387
 TF2387.The horizontal coordinates were established by classical geodetic methods
 TF2387.and adjusted by the National Geodetic Survey in January 1998..
 TF2387
 TF2387.The orthometric height was scaled from a topographic map.
 TF2387
 TF2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2387
 TF2387.The geoid height was determined by GEOID03.
 TF2387
 TF2387;                    North         East     Units Scale Factor Converg.
 TF2387;SPC ND N     -   219,388.137   505,251.827   MT  1.00005446   -0 57 46.4
 TF2387;SPC ND N     -   719,777.35  1,657,650.35   iFT  1.00005446   -0 57 46.4
 TF2387;UTM  14      - 5,427,433.944   295,513.004   MT  1.00011372   -2 06 29.8
 TF2387
 TF2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2387!SPC ND N     -   0.99992010  x   1.00005446  =   0.99997455
 TF2387!UTM  14      -   0.99992010  x   1.00011372  =   1.00003381
 TF2387
 TF2387:                Primary Azimuth Mark                     Grid Az
 TF2387:SPC ND N     -  MORSE WEST BASE                          270 54 02.8
 TF2387:UTM  14      -  MORSE WEST BASE                          272 02 46.2
 TF2387
 TF2387|---------------------------------------------------------------------|
 TF2387| PID    Reference Object                     Distance      Geod. Az  |
 TF2387|                                                           dddmmss.s |
 TF2387| TF2388 MORSE WEST BASE                     APPROX. 2.1 KM 2695616.4 |
 TF2387|---------------------------------------------------------------------|
 TF2387
 TF2387                          SUPERSEDED SURVEY CONTROL
 TF2387
 TF2387  NAD 83(1986)-  48 57 57.46104(N)    101 47 38.34447(W) AD(       ) 3
 TF2387
 TF2387.Superseded values are not recommended for survey control.
 TF2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2387.See file dsdata.txt to determine how the superseded data were derived.
 TF2387
 TF2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9551327434(NAD 83)
 TF2387_MARKER: X = CHISELED CROSS
 TF2387_SETTING: 80 = SET IN A BOULDER
 TF2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2387+STABILITY: SURFACE MOTION
 TF2387
 TF2387  HISTORY     - Date     Condition        Report By
 TF2387  HISTORY     - 1912     MONUMENTED       IBC
 TF2387
 TF2387                          STATION DESCRIPTION
 TF2387
 TF2387'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TF2387'ABOUT 2-1/3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 655.  THE
 TF2387'STATION IS ON THE SOUTH SIDE OF THE ROAD AT THE SOUTH BOUNDARY OF
 TF2387'SECTION 2, TOWNSHIP 163 N, RANGE 86 W, FIFTH PRINCIPAL MERIDIAN.  IT
 TF2387'IT IS ABOUT 6 METERS SOUTH OF THE CENTER OF THE ROAD ON THE MOST
 TF2387'PROMINENT LITTLE ELEVATION IN THE VICINITY.
 TF2387'
 TF2387'STATION MARK--A CROSS ON A BOULDER SET FLUSH WITH THE GROUND.
 TF2387'ANOTHER BOULDER WITH A CROSS ON IT IS BURIED 2 FEET BELOW THE SURFACE
 TF2387'OF THE GROUND, DIRECTLY UNDER THE UPPER ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2388 ***********************************************************************
 TF2388  DESIGNATION -  MORSE WEST BASE
 TF2388  PID         -  TF2388
 TF2388  STATE/COUNTY-  ND/RENVILLE
 TF2388  USGS QUAD   -  MOUSE RIVER PARK NE (1949)
 TF2388
 TF2388                         *CURRENT SURVEY CONTROL
 TF2388  ___________________________________________________________________
 TF2388* NAD 83(1996)-  48 57 57.36703(N)    101 49 21.40423(W)     ADJUSTED  
 TF2388* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 TF2388  ___________________________________________________________________
 TF2388  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 TF2388  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 TF2388
 TF2388  HORZ ORDER  -  THIRD
 TF2388
 TF2388.The horizontal coordinates were established by classical geodetic methods
 TF2388.and adjusted by the National Geodetic Survey in January 1998..
 TF2388
 TF2388.The orthometric height was scaled from a topographic map.
 TF2388
 TF2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2388
 TF2388.The geoid height was determined by GEOID03.
 TF2388
 TF2388;                    North         East     Units Scale Factor Converg.
 TF2388;SPC ND N     -   219,421.090   503,155.594   MT  1.00005446   -0 59 03.1
 TF2388;SPC ND N     -   719,885.47  1,650,772.95   iFT  1.00005446   -0 59 03.1
 TF2388;UTM  14      - 5,427,508.804   293,417.714   MT  1.00012430   -2 07 47.6
 TF2388
 TF2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2388!SPC ND N     -   0.99992009  x   1.00005446  =   0.99997455
 TF2388!UTM  14      -   0.99992009  x   1.00012430  =   1.00004438
 TF2388
 TF2388:                Primary Azimuth Mark                     Grid Az
 TF2388:SPC ND N     -  MORSE                                    277 56 31.2
 TF2388:UTM  14      -  MORSE                                    279 05 15.7
 TF2388
 TF2388|---------------------------------------------------------------------|
 TF2388| PID    Reference Object                     Distance      Geod. Az  |
 TF2388|                                                           dddmmss.s |
 TF2388| TF2386 MORSE                               APPROX. 1.8 KM 2765728.1 |
 TF2388|---------------------------------------------------------------------|
 TF2388
 TF2388                          SUPERSEDED SURVEY CONTROL
 TF2388
 TF2388  NAD 83(1986)-  48 57 57.37335(N)    101 49 21.41445(W) AD(       ) 3
 TF2388
 TF2388.Superseded values are not recommended for survey control.
 TF2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2388.See file dsdata.txt to determine how the superseded data were derived.
 TF2388
 TF2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9341827509(NAD 83)
 TF2388_MARKER: X = CHISELED CROSS
 TF2388_SETTING: 80 = SET IN A BOULDER
 TF2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2388+STABILITY: SURFACE MOTION
 TF2388
 TF2388  HISTORY     - Date     Condition        Report By
 TF2388  HISTORY     - 1912     MONUMENTED       IBC
 TF2388
 TF2388                          STATION DESCRIPTION
 TF2388
 TF2388'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TF2388'ABOUT 2-1/3 MILES SOUTH OF THE INTERNATIONAL BOUNDARY MIDWAY BETWEEN
 TF2388'MONUMENTS 653 AND 654.  THE STATION IS ON THE SOUTH SIDE OF THE ROAD
 TF2388'AT THE SOUTH BOUNDARY OF SECTION 3, TOWNSHIP 163 N, RANGE 86 W, FIFTH
 TF2388'PRINCIPAL MERIDIAN.  IT IS ABOUT 18-1/2 METERS SOUTH OF THE FENCE ON
 TF2388'THE NORTH SIDE OF THE ROAD, AND 125 METERS FROM THE FENCE ON THE EAST
 TF2388'SIDE OF THE ROAD AT THE WEST BOUNDARY OF THE SECTION.
 TF2388'
 TF2388'STATION MARK--A CROSS ON A BOULDER PROJECTING SLIGHTLY ABOVE THE
 TF2388'SURFACE OF THE GROUND.  ANOTHER BOULDER WITH A CROSS ON IT IS BURIED
 TF2388'18 INCHES BELOW THE SURFACE OF THE GROUND, DIRECTLY UNDER THE UPPER
 TF2388'ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0896 ***********************************************************************
 RR0896  DESIGNATION -  MORT
 RR0896  PID         -  RR0896
 RR0896  STATE/COUNTY-  ND/MORTON
 RR0896  USGS QUAD   -  GREEN RIDGE (1980)
 RR0896
 RR0896                         *CURRENT SURVEY CONTROL
 RR0896  ___________________________________________________________________
 RR0896* NAD 83(1996)-  46 42 45.57190(N)    101 15 51.39228(W)     ADJUSTED  
 RR0896* NAVD 88     -       620.     (meters)    2034.     (feet)  SCALED    
 RR0896  ___________________________________________________________________
 RR0896  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 RR0896  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 RR0896
 RR0896  HORZ ORDER  -  THIRD
 RR0896
 RR0896.The horizontal coordinates were established by classical geodetic methods
 RR0896.and adjusted by the National Geodetic Survey in January 1998..
 RR0896
 RR0896.The orthometric height was scaled from a topographic map.
 RR0896
 RR0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0896
 RR0896.The geoid height was determined by GEOID03.
 RR0896
 RR0896;                    North         East     Units Scale Factor Converg.
 RR0896;SPC ND S     -   116,552.997   541,565.897   MT  0.99993811   -0 33 26.8
 RR0896;SPC ND S     -   382,391.72  1,776,791.00   iFT  0.99993811   -0 33 26.8
 RR0896;UTM  14      - 5,175,723.581   326,939.073   MT  0.99996814   -1 38 55.1
 RR0896
 RR0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0896!SPC ND S     -   0.99990595  x   0.99993811  =   0.99984407
 RR0896!UTM  14      -   0.99990595  x   0.99996814  =   0.99987410
 RR0896
 RR0896:                Primary Azimuth Mark                     Grid Az
 RR0896:SPC ND S     -  AIR BEACON NO 2                          000 00 46.2
 RR0896:UTM  14      -  AIR BEACON NO 2                          001 06 14.5
 RR0896
 RR0896|---------------------------------------------------------------------|
 RR0896| PID    Reference Object                     Distance      Geod. Az  |
 RR0896|                                                           dddmmss.s |
 RR0896| RR0908 AIR BEACON NO 2                     APPROX. 8.6 KM 3592719.4 |
 RR0896|---------------------------------------------------------------------|
 RR0896
 RR0896                          SUPERSEDED SURVEY CONTROL
 RR0896
 RR0896  NAD 83(1986)-  46 42 45.56507(N)    101 15 51.37864(W) AD(       ) 3
 RR0896  NAD 27      -  46 42 45.56276(N)    101 15 49.87829(W) AD(       ) 3
 RR0896
 RR0896.Superseded values are not recommended for survey control.
 RR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0896.See file dsdata.txt to determine how the superseded data were derived.
 RR0896
 RR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS2693975724(NAD 83)
 RR0896_MARKER: DD = SURVEY DISK
 RR0896_SETTING: 66 = SET IN ROCK OUTCROP
 RR0896_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 RR0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0896
 RR0896  HISTORY     - Date     Condition        Report By
 RR0896  HISTORY     - 1941     MONUMENTED       USGS
 RR0896
 RR0896                          STATION DESCRIPTION
 RR0896
 RR0896'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0896'LOCATED IN NE. 1/4 OF SEC. 3, T. 137 N., R. 84 W. ON LAND SAID TO
 RR0896'BELONG TO MORTON COUNTY.
 RR0896'
 RR0896'TO REACH FROM COR. SECS. 3, 4, 33, AND 34, GO E. ON SECTION - LINE RD.
 RR0896'FOR 0.75 MI., THEN TURN S. THROUGH GATE AND GO FOR 0.2 MI ALONG FIELD
 RR0896'RD. TO DIM RD. FORK.  TURN RIGHT AT DIM RD. FORK AND GO S. FOR ABOUT
 RR0896'300 FT TO GATE AT E. - W. FENCE LINE.  LEAVE CAR AT GATE AND WALK
 RR0896'ABOUT 1000 FT TO HIGHEST POINT OF SHARP, ROCKY TOP.  STATION IS ABOUT
 RR0896'10 FT N. OF HIGHEST POINT OF TOP.
 RR0896'
 RR0896'STANDARD TABLET CEMENTED IN ROCK OUTCROP STAMPED---MORT 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1319 ***********************************************************************
 SL1319  DESIGNATION -  MORTIMER
 SL1319  PID         -  SL1319
 SL1319  STATE/COUNTY-  ND/CASS
 SL1319  USGS QUAD   -  AYR NW (1967)
 SL1319
 SL1319                         *CURRENT SURVEY CONTROL
 SL1319  ___________________________________________________________________
 SL1319* NAD 83(1996)-  47 12 34.77723(N)    097 24 32.44860(W)     ADJUSTED  
 SL1319* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 SL1319  ___________________________________________________________________
 SL1319  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 SL1319  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 SL1319
 SL1319  HORZ ORDER  -  SECOND
 SL1319
 SL1319.The horizontal coordinates were established by classical geodetic methods
 SL1319.and adjusted by the National Geodetic Survey in January 1998..
 SL1319
 SL1319.The orthometric height was scaled from a topographic map.
 SL1319
 SL1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1319
 SL1319.The geoid height was determined by GEOID03.
 SL1319
 SL1319;                    North         East     Units Scale Factor Converg.
 SL1319;SPC ND S     -   176,123.475   834,096.428   MT  0.99995725   +2 15 16.2
 SL1319;SPC ND S     -   577,832.92  2,736,536.84   iFT  0.99995725   +2 15 16.2
 SL1319;SPC ND N     -    28,010.298   834,116.015   MT  1.00005146   +2 18 00.4
 SL1319;SPC ND N     -    91,897.30  2,736,601.10   iFT  1.00005146   +2 18 00.4
 SL1319;UTM  14      - 5,229,691.022   620,480.521   MT  0.99977839   +1 10 03.6
 SL1319
 SL1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1319!SPC ND S     -   0.99995210  x   0.99995725  =   0.99990936
 SL1319!SPC ND N     -   0.99995210  x   1.00005146  =   1.00000356
 SL1319!UTM  14      -   0.99995210  x   0.99977839  =   0.99973050
 SL1319
 SL1319|---------------------------------------------------------------------|
 SL1319| PID    Reference Object                     Distance      Geod. Az  |
 SL1319|                                                           dddmmss.s |
 SL1319| CO6455 MORTIMER RM 1                        15.712 METERS 18205     |
 SL1319| CO6454 MORTIMER AZ MK                                     1832523.3 |
 SL1319| SL1321 MORTIMER 2                           20.881 METERS 22255     |
 SL1319| CO6456 MORTIMER RM 2                        13.975 METERS 27419     |
 SL1319|---------------------------------------------------------------------|
 SL1319
 SL1319                          SUPERSEDED SURVEY CONTROL
 SL1319
 SL1319  NAD 83(1986)-  47 12 34.77586(N)    097 24 32.43908(W) AD(       ) 2
 SL1319  NAD 27      -  47 12 34.82400(N)    097 24 31.14400(W) AD(       ) 2
 SL1319
 SL1319.Superseded values are not recommended for survey control.
 SL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1319.See file dsdata.txt to determine how the superseded data were derived.
 SL1319
 SL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2048129691(NAD 83)
 SL1319_MARKER: DS = TRIANGULATION STATION DISK
 SL1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1319
 SL1319  HISTORY     - Date     Condition        Report By
 SL1319  HISTORY     - 1954     MONUMENTED       CGS
 SL1319  HISTORY     - 1958     SEE DESCRIPTION  CGS
 SL1319
 SL1319                          STATION DESCRIPTION
 SL1319
 SL1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1319'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC. 17,
 SL1319'T. 143 N., R53 W., ABOUT 9.5 MILES, AIRLINE, WEST-NORTHWEST OF
 SL1319'HUNTER, AND ABOUT 4 MILES SOUTH OF GALESBURG, ON THE RIGHT-OF-WAY
 SL1319'BETWEEN A COUNTY ROAD AND A RAILROAD.
 SL1319'
 SL1319'TO REACH FROM THE POST OFFICE IN GALESBURG--GO SOUTH ON GRAVEL
 SL1319'ROAD ALONG EAST SIDE OF RAILROAD FOR 4.2 MILES TO CROSSROAD
 SL1319'AND STATION ON RIGHT.
 SL1319'
 SL1319'THE STATION MARK, 82 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 SL1319'80 FEET SOUTH OF THE CENTER OF AN EAST-AND-WEST ROAD, AND
 SL1319'46 FEET WEST OF THE CENTER OF A NORTH-AND-SOUTH ROAD, PROJECTS
 SL1319'3 INCHES AND THE DISK IS STAMPED MORTIMER 1954.
 SL1319'
 SL1319'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 50 FEET WEST OF
 SL1319'THE CENTER OF A GRAVEL ROAD AND PROJECTS 4 INCHES.  THE DISK
 SL1319'IS STAMPED MORTIMER NO 1 1954.
 SL1319'
 SL1319'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 27.5 FEET EAST
 SL1319'OF THE EAST RAIL OF THE RAILROAD AND PROJECTS 6 INCHES.  THE
 SL1319'DISK IS STAMPED MORTIMER NO 2 1954.
 SL1319'
 SL1319'THE AZIMUTH MARK, APPROXIMATELY 0.35 MILES SOUTH, IS 34 FEET
 SL1319'EAST OF THE EAST RAIL OF A RAILROAD, 16 FEET EAST OF A POWER
 SL1319'POLE, 3 FEET NORTH OF A WHITE WITNESS POST, AND PROJECTS
 SL1319'3 INCHES.  THE DISK IS STAMPED MORTIMER 1954.
 SL1319'
 SL1319'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 SL1319
 SL1319                          STATION RECOVERY (1958)
 SL1319
 SL1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SL1319'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE
 SL1319'MARKS FOUND IN GOOD CONDITION.
 SL1319'
 SL1319'A REQUEST WAS RECEIVED FROM THE HIGHWAY DEPARTMENT TO MOVE THE
 SL1319'STATION MARK AND R.M. NO. 1 AS THEY WERE IN THE WAY OF HIGHWAY
 SL1319'IMPROVEMENT.  A NEW STATION, MORTIMER 2, WAS ESTABLISHED 68.502
 SL1319'FEET SOUTHWEST.  SEE DESCRIPTION FOR MORTIMER 2.
 SL1319'
 SL1319'THE AZIMUTH MARK WAS FOUND TO BE TILTED BUT THIS MARK WAS
 SL1319'RESET AND USED FOR THE AZIMUTH MARK FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1321 ***********************************************************************
 SL1321  DESIGNATION -  MORTIMER 2
 SL1321  PID         -  SL1321
 SL1321  STATE/COUNTY-  ND/CASS
 SL1321  USGS QUAD   -  AYR NW (1967)
 SL1321
 SL1321                         *CURRENT SURVEY CONTROL
 SL1321  ___________________________________________________________________
 SL1321* NAD 83(1996)-  47 12 34.28208(N)    097 24 33.12432(W)     ADJUSTED  
 SL1321* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 SL1321  ___________________________________________________________________
 SL1321  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 SL1321  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 SL1321
 SL1321  HORZ ORDER  -  THIRD
 SL1321
 SL1321.The horizontal coordinates were established by classical geodetic methods
 SL1321.and adjusted by the National Geodetic Survey in January 1998..
 SL1321.No horizontal observational check was made to the station.
 SL1321
 SL1321.The orthometric height was scaled from a topographic map.
 SL1321
 SL1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1321
 SL1321.The geoid height was determined by GEOID03.
 SL1321
 SL1321;                    North         East     Units Scale Factor Converg.
 SL1321;SPC ND S     -   176,107.637   834,082.822   MT  0.99995724   +2 15 15.7
 SL1321;SPC ND S     -   577,780.96  2,736,492.20   iFT  0.99995724   +2 15 15.7
 SL1321;SPC ND N     -    27,994.447   834,102.420   MT  1.00005150   +2 17 59.9
 SL1321;SPC ND N     -    91,845.30  2,736,556.50   iFT  1.00005150   +2 17 59.9
 SL1321;UTM  14      - 5,229,675.447   620,466.619   MT  0.99977835   +1 10 03.1
 SL1321
 SL1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1321!SPC ND S     -   0.99995210  x   0.99995724  =   0.99990935
 SL1321!SPC ND N     -   0.99995210  x   1.00005150  =   1.00000360
 SL1321!UTM  14      -   0.99995210  x   0.99977835  =   0.99973046
 SL1321
 SL1321|---------------------------------------------------------------------|
 SL1321| PID    Reference Object                     Distance      Geod. Az  |
 SL1321|                                                           dddmmss.s |
 SL1321| CO6457 MORTIMER 2 RM 3                      16.352 METERS 00100     |
 SL1321| SL1319 MORTIMER                             20.881 METERS 04255     |
 SL1321| CO6458 MORTIMER 2 RM 4                      15.291 METERS 18050     |
 SL1321| CO6454 MORTIMER AZ MK                                     1820425.3 |
 SL1321|---------------------------------------------------------------------|
 SL1321
 SL1321                          SUPERSEDED SURVEY CONTROL
 SL1321
 SL1321  NAD 83(1986)-  47 12 34.28071(N)    097 24 33.11479(W) AD(       ) 3
 SL1321  NAD 27      -  47 12 34.32890(N)    097 24 31.81980(W) AD(       ) 3
 SL1321
 SL1321.Superseded values are not recommended for survey control.
 SL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1321.See file dsdata.txt to determine how the superseded data were derived.
 SL1321
 SL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT2046729675(NAD 83)
 SL1321_MARKER: DS = TRIANGULATION STATION DISK
 SL1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1321_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SL1321
 SL1321  HISTORY     - Date     Condition        Report By
 SL1321  HISTORY     - 1958     MONUMENTED       CGS
 SL1321
 SL1321                          STATION DESCRIPTION
 SL1321
 SL1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SL1321'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC. 17,
 SL1321'T. 143 N., R. 53 W., ABOUT 9.5 MILES (AIRLINE) WEST-NORTHWEST
 SL1321'OF HUNTER, ABOUT 4 MILES SOUTH OF GALESBURG AND IS ON THE RIGHT
 SL1321'OF WAY BETWEEN THE HIGHWAY AND THE RAILROAD.  THE STATION
 SL1321'MARK IS ABOUT 130 FEET SOUTH OF THE EAST-WEST ROAD, ABOUT
 SL1321'70 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 35.2 FEET
 SL1321'EAST OF THE EAST RAIL OF RAILROAD.  IT IS ALSO 1-1/2 FEET SOUTH
 SL1321'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 SL1321'THE DISK IS STAMPED MORTIMER 2 1958.
 SL1321'
 SL1321'R.M. NO. 3 IS 53.6 FEET NORTH OF THE STATION AND 76 FEET SOUTH
 SL1321'OF THE CENTERLINE OF THE EAST-WEST ROAD.  THE MARK PROJECTS
 SL1321'4 INCHES AND THE DISK IS STAMPED MORTIMER 2 NO 3 1958.  THE
 SL1321'ARROW ON THE DISK POINTS TOWARD THE OLD STATION SITE.
 SL1321'
 SL1321'R.M. NO. 4 IS 50.17 FEET SOUTH OF THE STATION AND ABOUT 35
 SL1321'FEET EAST OF THE EAST RAIL.  THE MARK PROJECTS ABOUT 6 INCHES
 SL1321'AND THE DISK IS STAMPED MORTIMER 2 NO 4 1958.
 SL1321'
 SL1321'THE AZIMUTH MARK IS LOCATED 34 FEET WEST OF THE WEST RAIL INSTEAD
 SL1321'OF EAST OF EAST RAIL AS ORIGINALLY DESCRIBED.  THE ORIGINAL
 SL1321'MARK WAS FOUND TO BE TILTED AT ABOUT A 45 DEGREE ANGLE.
 SL1321'THE MARK WAS STRAIGHTENED UP AND IS NEAR ITS ORIGINAL POSITION.
 SL1321'THE ANGLE BETWEEN GALESBURG ELEVATOR AND THIS MARK FAILED TO
 SL1321'CHECK BY 12.5 SECONDS.  THE STAMPING ON DISK WAS NOT CHANGED
 SL1321'SO DISK IS STAMPED MORTIMER 1954.
 SL1321'
 SL1321'TO REACH THE STATION FROM GALESBURG, FROM THE POST OFFICE,
 SL1321'GO SOUTH ALONG EAST SIDE OF RAILROAD FOR 4.1 MILES TO CROSSROADS
 SL1321'AND STATION IN SOUTHWEST ANGLE AS DESCRIBED.  THE AZIMUTH
 SL1321'MARK IS REACHED BY CONTINUEING SOUTH FOR 0.35 MILE TO MARK ON
 SL1321'WEST SIDE OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0894 ***********************************************************************
 RR0894  DESIGNATION -  MORTON
 RR0894  PID         -  RR0894
 RR0894  STATE/COUNTY-  ND/MORTON
 RR0894  USGS QUAD   -  FISH CREEK LAKE (1980)
 RR0894
 RR0894                         *CURRENT SURVEY CONTROL
 RR0894  ___________________________________________________________________
 RR0894* NAD 83(1996)-  46 40 30.10331(N)    101 11 16.32854(W)     ADJUSTED  
 RR0894* NAVD 88     -       733.4    (meters)    2406.     (feet)  VERTCON   
 RR0894  ___________________________________________________________________
 RR0894  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 RR0894  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 RR0894
 RR0894  HORZ ORDER  -  FIRST
 RR0894
 RR0894.The horizontal coordinates were established by classical geodetic methods
 RR0894.and adjusted by the National Geodetic Survey in January 1998..
 RR0894
 RR0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0894
 RR0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0894
 RR0894.The geoid height was determined by GEOID03.
 RR0894
 RR0894;                    North         East     Units Scale Factor Converg.
 RR0894;SPC ND S     -   112,316.265   547,370.919   MT  0.99993972   -0 30 06.2
 RR0894;SPC ND S     -   368,491.68  1,795,836.35   iFT  0.99993972   -0 30 06.2
 RR0894;UTM  14      - 5,171,377.040   332,662.494   MT  0.99994419   -1 35 31.1
 RR0894
 RR0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0894!SPC ND S     -   0.99988827  x   0.99993972  =   0.99982800
 RR0894!UTM  14      -   0.99988827  x   0.99994419  =   0.99983246
 RR0894
 RR0894:                Primary Azimuth Mark                     Grid Az
 RR0894:SPC ND S     -  MORTON AZ MK                             098 17 47.5
 RR0894:UTM  14      -  MORTON AZ MK                             099 23 12.4
 RR0894
 RR0894|---------------------------------------------------------------------|
 RR0894| PID    Reference Object                     Distance      Geod. Az  |
 RR0894|                                                           dddmmss.s |
 RR0894| CQ8629 MORTON AZ MK                                       0974741.3 |
 RR0894| CQ8630 MORTON RM 1                           9.519 METERS 17122     |
 RR0894| CQ8631 MORTON RM 2                          11.405 METERS 25531     |
 RR0894|---------------------------------------------------------------------|
 RR0894
 RR0894                          SUPERSEDED SURVEY CONTROL
 RR0894
 RR0894  NAD 83(1986)-  46 40 30.09622(N)    101 11 16.31390(W) AD(       ) 1
 RR0894  NAD 27      -  46 40 30.10200(N)    101 11 14.80700(W) AD(       ) 1
 RR0894  NGVD 29 (07/19/86)  733.0    (m)         2405.     (f) VERT ANG       
 RR0894
 RR0894.Superseded values are not recommended for survey control.
 RR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0894.See file dsdata.txt to determine how the superseded data were derived.
 RR0894
 RR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS3266271377(NAD 83)
 RR0894_MARKER: DS = TRIANGULATION STATION DISK
 RR0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0894
 RR0894  HISTORY     - Date     Condition        Report By
 RR0894  HISTORY     - 1951     MONUMENTED       CGS
 RR0894  HISTORY     - 1957     GOOD             CGS
 RR0894
 RR0894                          STATION DESCRIPTION
 RR0894
 RR0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0894'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH AND 4-1/4 MILES EAST
 RR0894'OF JUDSON, NEAR THE NORTH END OF A HIGH ROCK COVERED RIDGE
 RR0894'OWNED BY LIEF JOHNSON.
 RR0894'
 RR0894'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE NORTH
 RR0894'EDGE OF JUDSON.  GO SOUTH ON A GRAVELED ROAD FOR 8.9 MILES TO
 RR0894'A CROSSROADS.  TURN LEFT AND FOLLOW THE MAIN ROAD EASTERLY FOR
 RR0894'3.65 MILES TO A CONCRETE BRIDGE SPANNING THE HEART RIVER.
 RR0894'CONTINUE 2.2 MILES TO A FORK.  BEAR RIGHT AND FOLLOW THE MAIN
 RR0894'TRACK ROAD SOUTHERLY 0.55 MILE TO A GATE.  PASS THROUGH THE
 RR0894'GATE AND CONTINUE SOUTHERLY FOR 1.7 MILES TO A T-INTERSECTION.
 RR0894'CONTINUE SOUTH ABOUT 100 FEET TO A GATE ON THE RIGHT.  TURN
 RR0894'RIGHT, PASS THROUGH THE GATE AND GO WESTERLY ON A FIELD ROAD
 RR0894'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 RR0894'ABOUT 200 FEET TO A GATE.  PASS THROUGH THE GATE AND GO
 RR0894'WEST ON A DIM ROAD FOR 0.3 MILE TO THE TOP OF THE RIDGE.
 RR0894'TURN RIGHT AND GO NORTH 0.3 MILE TO THE NORTH END OF THE
 RR0894'RIDGE AND THE STATION.
 RR0894'
 RR0894'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0894'MORTON 1951.
 RR0894'
 RR0894'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 RR0894'MORTON NO 1 1951.
 RR0894'
 RR0894'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 RR0894'MORTON NO 2 1951.
 RR0894'
 RR0894'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 RR0894'8 INCHES AND THE DISK IS STAMPED MORTON 1951.
 RR0894'
 RR0894'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0894'CYLINDERS.
 RR0894
 RR0894                          STATION RECOVERY (1957)
 RR0894
 RR0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0894'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0894'CONDITION.  DUE TO SOME ROAD AND FENCE CHANGES A NEW DESCRIPTION
 RR0894'TO REACH FOLLOWS--
 RR0894'
 RR0894'TO REACH FROM JUDSON, FROM THE RAILROAD CROSSING, GO SOUTH ON
 RR0894'A GRAVELED ROAD FOR 8.9 MILES TO CROSSROADS, TURN LEFT AND
 RR0894'FOLLOW MAIN ROAD EASTERLY FOR 3.65 MILES TO THE CONCRETE BRIDGE
 RR0894'OVER THE HEART RIVER, CONTINUE EASTERLY FOR 3.2 MILES TO A T-ROAD
 RR0894'RIGHT, TURN RIGHT AND GO SOUTH FOR 1.05 MILES TO A T-INTERSECTION
 RR0894'AT A SCHOOL HOUSE, TURN RIGHT AND GO WEST AND SOUTH ON MAIN
 RR0894'ROAD FOR 1.8 MILES TO A T-ROAD LEFT AT A GATE ON RIGHT, TURN
 RR0894'RIGHT THROUGH GATE THEN TURN RIGHT AND GO NORTH ALONG WEST
 RR0894'SIDE OF FENCE FOR 0.15 MILE, TURN LEFT AND GO WESTERLY ON
 RR0894'SOUTH SIDE OF FENCE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 RR0894'RIGHT, CONTINUE WEST FOR 100 YARDS TO A GATE ON THE RIGHT,
 RR0894'TURN RIGHT THROUGH GATE THEN TURN LEFT AND GO WEST FOR ABOUT
 RR0894'0.3 MILE TO TOP OF RIGHT, TURN RIGHT AND GO NORTHERLY FOR
 RR0894'0.2 MILE TO STATION NEAR NORTH END OF RIDGE.  THE LAST 0.5
 RR0894'MILE CAN BE TRAVELED ONLY BY USING A 4-WHEEL DRIVE
 RR0894'VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1120 ***********************************************************************
 SM1120  DESIGNATION -  MOSE
 SM1120  PID         -  SM1120
 SM1120  STATE/COUNTY-  ND/GRIGGS
 SM1120  USGS QUAD   -  MOSE (1961)
 SM1120
 SM1120                         *CURRENT SURVEY CONTROL
 SM1120  ___________________________________________________________________
 SM1120* NAD 83(1996)-  47 33 37.39331(N)    098 28 32.13855(W)     ADJUSTED  
 SM1120* NAVD 88     -       508.     (meters)    1667.     (feet)  SCALED    
 SM1120  ___________________________________________________________________
 SM1120  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 SM1120  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 SM1120
 SM1120  HORZ ORDER  -  FIRST
 SM1120
 SM1120.The horizontal coordinates were established by classical geodetic methods
 SM1120.and adjusted by the National Geodetic Survey in January 1998..
 SM1120
 SM1120.The orthometric height was scaled from a topographic map.
 SM1120
 SM1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1120
 SM1120.The geoid height was determined by GEOID03.
 SM1120
 SM1120;                    North         East     Units Scale Factor Converg.
 SM1120;SPC ND N     -    64,306.753   752,329.998   MT  0.99997745   +1 30 23.1
 SM1120;SPC ND N     -   210,980.16  2,468,274.27   iFT  0.99997745   +1 30 23.1
 SM1120;UTM  14      - 5,267,574.181   539,449.454   MT  0.99961912   +0 23 13.2
 SM1120
 SM1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1120!SPC ND N     -   0.99992410  x   0.99997745  =   0.99990155
 SM1120!UTM  14      -   0.99992410  x   0.99961912  =   0.99954325
 SM1120
 SM1120:                Primary Azimuth Mark                     Grid Az
 SM1120:SPC ND N     -  MOSE AZ MK                               081 29 22.6
 SM1120:UTM  14      -  MOSE AZ MK                               082 36 32.5
 SM1120
 SM1120|---------------------------------------------------------------------|
 SM1120| PID    Reference Object                     Distance      Geod. Az  |
 SM1120|                                                           dddmmss.s |
 SM1120| CO6459 MOSE AZ MK                                         0825945.7 |
 SM1120| CO6460 MOSE RM 1                            43.279 METERS 23750     |
 SM1120| CO6461 MOSE RM 2                            32.948 METERS 29951     |
 SM1120|---------------------------------------------------------------------|
 SM1120
 SM1120                          SUPERSEDED SURVEY CONTROL
 SM1120
 SM1120  NAD 83(1986)-  47 33 37.39383(N)    098 28 32.13533(W) AD(       ) 1
 SM1120  NAD 27      -  47 33 37.41500(N)    098 28 30.78700(W) AD(       ) 1
 SM1120
 SM1120.Superseded values are not recommended for survey control.
 SM1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1120.See file dsdata.txt to determine how the superseded data were derived.
 SM1120
 SM1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT3944967574(NAD 83)
 SM1120_MARKER: DS = TRIANGULATION STATION DISK
 SM1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1120
 SM1120  HISTORY     - Date     Condition        Report By
 SM1120  HISTORY     - 1941     MONUMENTED       CGS
 SM1120
 SM1120                          STATION DESCRIPTION
 SM1120
 SM1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1120'STATION IS LOCATED ABOUT 1.3 MILES S AND 1 MILE W OF THE TOWN OF
 SM1120'MOSE, IN THE SW CORNER OF SEC. 8, T. 147 N, R. 61 W, ON LAND
 SM1120'OWNED BY ANTON A. FALLA.  IT IS AT THE SE END OF THE HIGHEST
 SM1120'HILL IN THE VICINITY AND 7 FEET W OF A WHITE REFERENCE POST.
 SM1120'IT IS STAMPED MOSE 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1120'
 SM1120'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1120'BRONZE DISKS SET IN CONCRETE.
 SM1120'
 SM1120'REFERENCE MARK NO. 1 IS SW OF THE STATION AND ABOUT 20 FEET LOWER,
 SM1120'ON A SMALL KNOLL.  IT IS STAMPED MOSE NO. 1 1941 AND PROJECTS
 SM1120'ABOUT 6 INCHES.
 SM1120'
 SM1120'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND ON ABOUT THE
 SM1120'SAME LEVEL.  IT IS STAMPED MOSE NO. 2 1941 AND PROJECTS ABOUT
 SM1120'6 INCHES.
 SM1120'
 SM1120'THE AZIMUTH MARK IS NE OF THE STATION, 26 FEET S OF A FARM
 SM1120'LANE, 43 FEET W OF THE CENTER LINE OF A N-S ROAD AND 2-1/2
 SM1120'FEET N OF A WHITE REFERENCE POST.  IT IS STAMPED MOSE 1941 AND
 SM1120'PROJECTS ABOUT 4 INCHES.
 SM1120'
 SM1120'TO REACH THE STATION FROM THE TOWN OF MOSE, GO S ON GRAVEL
 SM1120'ROAD FOR 1.15 MILES TO A FARM LANE RIGHT AND THE AZIMUTH MARK
 SM1120'IN THE SW ANGLE, TURN RIGHT AND GO 0.5 MILE TO THE FALLA
 SM1120'FARMHOUSE, TURN RIGHT THROUGH A STEEL GATE AND GO W ACROSS
 SM1120'PASTURE 1/2 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 SM1120'
 SM1120'ALL STATIONS OBSERVED FROM THIS STATION ARE VISIBLE FROM THE
 SM1120'GROUND.
 SM1120'
 SM1120'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1119 ***********************************************************************
 SM1119  DESIGNATION -  MOSE GREAT WEST GRAIN CO ELEV
 SM1119  PID         -  SM1119
 SM1119  STATE/COUNTY-  ND/GRIGGS
 SM1119  USGS QUAD   -  MOSE (1961)
 SM1119
 SM1119                         *CURRENT SURVEY CONTROL
 SM1119  ___________________________________________________________________
 SM1119* NAD 83(1996)-  47 34 45.01116(N)    098 27 12.60500(W)     ADJUSTED  
 SM1119* NAVD 88     -                                                        
 SM1119  ___________________________________________________________________
 SM1119  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 SM1119  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 SM1119
 SM1119  HORZ ORDER  -  THIRD
 SM1119
 SM1119.The horizontal coordinates were established by classical geodetic methods
 SM1119.and adjusted by the National Geodetic Survey in January 1998..
 SM1119
 SM1119
 SM1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1119
 SM1119.The geoid height was determined by GEOID03.
 SM1119
 SM1119;                    North         East     Units Scale Factor Converg.
 SM1119;SPC ND N     -    66,438.213   753,936.512   MT  0.99997452   +1 31 22.3
 SM1119;SPC ND N     -   217,973.14  2,473,544.99   iFT  0.99997452   +1 31 22.3
 SM1119;UTM  14      - 5,269,673.102   541,096.716   MT  0.99962075   +0 24 12.4
 SM1119
 SM1119                          SUPERSEDED SURVEY CONTROL
 SM1119
 SM1119  NAD 83(1986)-  47 34 45.01149(N)    098 27 12.60115(W) AD(       ) 4
 SM1119  NAD 27      -  47 34 45.03500(N)    098 27 11.25400(W) AD(       ) 3
 SM1119
 SM1119.Superseded values are not recommended for survey control.
 SM1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1119.See file dsdata.txt to determine how the superseded data were derived.
 SM1119
 SM1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT4109769673(NAD 83)
 SM1119_MARKER: 65 = GRAIN ELEVATOR
 SM1119
 SM1119  HISTORY     - Date     Condition        Report By
 SM1119  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1119
 SM1119                          STATION DESCRIPTION
 SM1119
 SM1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1119'THIS INTERSECTION STATION IS LOCATED ON THE E SIDE OF THE
 SM1119'VILLAGE OF MOSE AND 100 FEET SE OF THE RAILROAD DEPOT.  IT
 SM1119'IS OF WOOD CONSTRUCTION, PAINTED RED AND IS ABOUT 70 FEET
 SM1119'HIGH.  IT WAS BUILT IN 1903.  THE OBJECT SIGHTED ON WAS THE
 SM1119'CENTER ONE OF THREE LIGHTNING RODS ON THE HIGHEST PART OF THE
 SM1119'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC7117 ***********************************************************************
 AC7117  SACS        -  This is a Secondary Airport Control Station.
 AC7117  DESIGNATION -  MOT AP STA A2
 AC7117  PID         -  AC7117
 AC7117  STATE/COUNTY-  ND/WARD
 AC7117  USGS QUAD   -  BURLINGTON SE (1979)
 AC7117
 AC7117                         *CURRENT SURVEY CONTROL
 AC7117  ___________________________________________________________________
 AC7117* NAD 83(1996)-  48 15 20.12142(N)    101 16 30.72151(W)     ADJUSTED  
 AC7117* NAVD 88     -       510.19   (meters)    1673.8    (feet)  GPS OBS   
 AC7117  ___________________________________________________________________
 AC7117  X           -    -831,921.611 (meters)                     COMP
 AC7117  Y           -  -4,172,759.755 (meters)                     COMP
 AC7117  Z           -   4,736,211.080 (meters)                     COMP
 AC7117  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 AC7117  ELLIP HEIGHT-         489.78  (meters)          (06/09/03) GPS OBS
 AC7117  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 AC7117
 AC7117  HORZ ORDER  -  FIRST
 AC7117  ELLP ORDER  -  FIFTH     CLASS I
 AC7117
 AC7117.This mark is at Minot Airport (MOT)
 AC7117
 AC7117.The horizontal coordinates were established by GPS observations
 AC7117.and adjusted by the National Geodetic Survey in November 1998..
 AC7117
 AC7117.The orthometric height was determined by GPS observations and a
 AC7117.high-resolution geoid model.
 AC7117
 AC7117.GPS derived orthometric heights for airport stations designated as
 AC7117.PACS or SACS are published to 2 decimal places.  This maintains
 AC7117.centimeter relative accuracy between the PACS and SACS.  It does
 AC7117.not indicate centimeter accuracy relative to other marks which are
 AC7117.part of the NAVD 88 network.
 AC7117
 AC7117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7117
 AC7117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7117
 AC7117.The ellipsoidal height was determined by GPS observations
 AC7117.and is referenced to NAD 83.
 AC7117
 AC7117.The geoid height was determined by GEOID03.
 AC7117
 AC7117;                    North         East     Units Scale Factor Converg.
 AC7117;SPC ND N     -   139,888.246   542,441.126   MT  0.99994028   -0 34 36.7
 AC7117;SPC ND N     -   458,950.94  1,779,662.49   iFT  0.99994028   -0 34 36.7
 AC7117;UTM  14      - 5,347,210.907   331,125.278   MT  0.99995042   -1 41 52.7
 AC7117
 AC7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7117!SPC ND N     -   0.99992324  x   0.99994028  =   0.99986353
 AC7117!UTM  14      -   0.99992324  x   0.99995042  =   0.99987367
 AC7117
 AC7117                          SUPERSEDED SURVEY CONTROL
 AC7117
 AC7117  ELLIP H (11/06/98)  489.86   (m)                       GP(       ) 5 1
 AC7117
 AC7117.Superseded values are not recommended for survey control.
 AC7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7117.See file dsdata.txt to determine how the superseded data were derived.
 AC7117
 AC7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU3112547211(NAD 83)
 AC7117_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7117_STAMPING: AP 1963 STA A2
 AC7117_MARK LOGO: CGS   
 AC7117_PROJECTION: FLUSH
 AC7117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7117+STABILITY: SURFACE MOTION
 AC7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7117+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 AC7117
 AC7117  HISTORY     - Date     Condition        Report By
 AC7117  HISTORY     - 1963     MONUMENTED       CGS
 AC7117  HISTORY     - 19930917 GOOD             NGS
 AC7117  HISTORY     - 19980909 GOOD             NGS
 AC7117
 AC7117                          STATION DESCRIPTION
 AC7117
 AC7117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7117'THIS STATION IS LOCATED AT THE MINOT INTERNATIONAL AIRPORT NEAR THE
 AC7117'SOUTH END OF THE FIELD AS FOLLOWS, 111.8 FEET (34.1 M) NORTH OF THE
 AC7117'SIXTH RUNWAY LIGHT FROM THE END OF RUNWAY 31, 94.7 FEET (28.9 M) SOUTH
 AC7117'EAST FROM THE SEVENTH RUNWAY LIGHT FROM THE END, 51.4 FEET (15.7 M)
 AC7117'NORTHEAST OF THE NORTHEAST EDGE OF THE RUNWAY.  A STANDARD TOPOGRAPHIC
 AC7117'DISK STAMPED AP 1963 STA A2 SET IN THE TOP OF A 10 INCH SQUARE
 AC7117'CONCRETE MONUMENT FLUSH WITH THE GROUND.  28.6 FT (8.7 M) NW OF THE NW
 AC7117'CORNER OF CONCRETE BASE OF SIGN 1 APF 1993.
 AC7117
 AC7117                          STATION RECOVERY (1998)
 AC7117
 AC7117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AC7117'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF MINOT AT THE MINOT
 AC7117'INTERNATIONAL AIRPORT, JUST WEST OF THE GLIDE SLOPE ANTENNA, IN THE
 AC7117'SOUTHEAST QUADRANT OF THE JUNCTION OF RUNWAY 13-31 AND TAXI D
 AC7117'(PARALLEL TAXI FOR RUNWAY 8-26) , AND ADJACENT TO THE 1000 FOOT (304.8
 AC7117'M) SIGN.  OWNERSHIP--MINOT INTERNATIONAL AIRPORT, 25 AIRPORT ROAD,
 AC7117'MINOT, ND 58701.  AIRPORT OPERATIONS SUPERVISOR IS KENNETH H. NESS.
 AC7117'PHONE 701-857-4724.  CONTACT HIM ONE DAY IN ADVANCE FOR PERMISSION TO
 AC7117'OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 AC7117'THE T-JUNCTION OF US HIGHWAY 83 AND BYPASS HIGHWAY 83 ABOUT 2 KM (1.25
 AC7117'MI) NORTH OF MINOT, GO SOUTH ON US HIGHWAY 83 FOR 3.05 KM (1.90 MI) TO
 AC7117'A PAVED CROSSROAD (AIRPORT ROAD ON THE LEFT AND 20TH AVENUE ON THE
 AC7117'RIGHT) , TURN LEFT, EAST, ON AIRPORT ROAD FOR 0.69 KM (0.40 MI) TO A
 AC7117'PAVED ROAD LEFT, TURN LEFT, NORTHEAST, THEN EAST, ON THE ROAD FOR 0.08
 AC7117'KM (0.05 MI) TO A PAVED ROAD LEFT LEADING TO A BRICK BUILDING JUST
 AC7117'WEST OF THE CONTROL TOWER, TURN LEFT, NORTH, ON THE ROAD FOR 0.08 KM
 AC7117'(0.05 MI) TO A GATE IN THE PERIMETER FENCE, CONTINUE NORTH, PASSING
 AC7117'THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO TAXI D, TURN RIGHT, EAST,
 AC7117'ALONG TAXI D FOR 0.58 KM (0.35 MI) TO THE JUNCTION OF RUNWAY 13-31,
 AC7117'CONTINUE EAST, CROSSING THE RUNWAY, THEN TURN RIGHT, SOUTHEAST, ALONG
 AC7117'THE NORTHEAST SIDE OF THE RUNWAY FOR 0.12 KM (0.05 MI) TO THE STATION.
 AC7117'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST SET
 AC7117'FLUSH WITH THE GROUND, 33.9 M (111.2 FT) NORTH-NORTHWEST OF THE SIXTH
 AC7117'RUNWAY LIGHT FROM RUNWAY END 31, 28.9 M (94.8 FT) EAST OF THE SEVENTH
 AC7117'RUNWAY LIGHT, 15.7 M (51.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AC7117'RUNWAY, 8.6 M (28.2 FT) NORTHWEST OF THE WEST CORNER OF THE CONCRETE
 AC7117'BASE OF THE 1000 FOOT (304.8 M) SIGN, AND 0.5 M (1.6 FT) SOUTHWEST OF
 AC7117'A FIBERGLASS WITNESS POST.  THIS IS A SECONDARY AIRPORT CONTROL
 AC7117'STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0938 ***********************************************************************
 TF0938  SACS        -  This is a Secondary Airport Control Station.
 TF0938  DESIGNATION -  MOT AP STA B
 TF0938  PID         -  TF0938
 TF0938  STATE/COUNTY-  ND/WARD
 TF0938  USGS QUAD   -  BURLINGTON SE (1979)
 TF0938
 TF0938                         *CURRENT SURVEY CONTROL
 TF0938  ___________________________________________________________________
 TF0938* NAD 83(1996)-  48 16 06.45202(N)    101 17 32.26932(W)     ADJUSTED  
 TF0938* NAVD 88     -       519.776  (meters)    1705.30   (feet)  ADJUSTED  
 TF0938  ___________________________________________________________________
 TF0938  X           -    -832,958.829 (meters)                     COMP
 TF0938  Y           -  -4,171,470.349 (meters)                     COMP
 TF0938  Z           -   4,737,170.998 (meters)                     COMP
 TF0938  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 TF0938  ELLIP HEIGHT-         499.38  (meters)          (06/09/03) GPS OBS
 TF0938  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 TF0938  DYNAMIC HT  -         519.865 (meters)    1705.59  (feet)  COMP
 TF0938  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 TF0938
 TF0938  HORZ ORDER  -  FIRST
 TF0938  VERT ORDER  -  FIRST     CLASS II
 TF0938  ELLP ORDER  -  FIFTH     CLASS I
 TF0938
 TF0938.This mark is at Minot Airport (MOT)
 TF0938
 TF0938.The horizontal coordinates were established by GPS observations
 TF0938.and adjusted by the National Geodetic Survey in November 1998..
 TF0938
 TF0938.The orthometric height was determined by differential leveling
 TF0938.and adjusted by the National Geodetic Survey in June 1991..
 TF0938
 TF0938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TF0938
 TF0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF0938
 TF0938.The ellipsoidal height was determined by GPS observations
 TF0938.and is referenced to NAD 83.
 TF0938
 TF0938.The geoid height was determined by GEOID03.
 TF0938
 TF0938.The dynamic height is computed by dividing the NAVD 88
 TF0938.geopotential number by the normal gravity value computed on the
 TF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0938.degrees latitude (g = 980.6199 gals.).
 TF0938
 TF0938.The modeled gravity was interpolated from observed gravity values.
 TF0938
 TF0938;                    North         East     Units Scale Factor Converg.
 TF0938;SPC ND N     -   141,332.049   541,186.466   MT  0.99994097   -0 35 22.5
 TF0938;SPC ND N     -   463,687.82  1,775,546.15   iFT  0.99994097   -0 35 22.5
 TF0938;UTM  14      - 5,348,679.004   329,899.097   MT  0.99995552   -1 42 39.9
 TF0938
 TF0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF0938!SPC ND N     -   0.99992174  x   0.99994097  =   0.99986271
 TF0938!UTM  14      -   0.99992174  x   0.99995552  =   0.99987726
 TF0938
 TF0938|---------------------------------------------------------------------|
 TF0938| PID    Reference Object                     Distance      Geod. Az  |
 TF0938|                                                           dddmmss.s |
 TF0938| TF0939 TRANSPORT AZ MK                     273.181 METERS 03600     |
 TF0938|---------------------------------------------------------------------|
 TF0938
 TF0938                          SUPERSEDED SURVEY CONTROL
 TF0938
 TF0938  ELLIP H (11/06/98)  499.46   (m)                       GP(       ) 5 1
 TF0938  NAVD 88 (11/06/98)  519.78   (m)         1705.3    (f) LEVELING    3  
 TF0938  NGVD 29 (??/??/92)  519.409  (m)         1704.09   (f) ADJ UNCH    1 2
 TF0938
 TF0938.Superseded values are not recommended for survey control.
 TF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0938.See file dsdata.txt to determine how the superseded data were derived.
 TF0938
 TF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2989948679(NAD 83)
 TF0938_MARKER: DT = TOPOGRAPHIC STATION DISK
 TF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0938_STAMPING: AP 1962 STA B
 TF0938_MARK LOGO: CGS   
 TF0938_PROJECTION: FLUSH
 TF0938_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0938+STABILITY: SURFACE MOTION
 TF0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TF0938+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 TF0938
 TF0938  HISTORY     - Date     Condition        Report By
 TF0938  HISTORY     - 1962     MONUMENTED       CGS
 TF0938  HISTORY     - 1963     GOOD             NGS
 TF0938  HISTORY     - 19930917 GOOD             NGS
 TF0938  HISTORY     - 19980909 GOOD             NGS
 TF0938
 TF0938                          STATION DESCRIPTION
 TF0938
 TF0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0938'1.9 MI N FROM MINOT.
 TF0938'1.8 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE FIRST LUTHERAN CHURCH
 TF0938'AT MINOT, THENCE 0.1 MILE EAST ACROSS THE PORT O MINOT AIRPORT, ABOUT
 TF0938'0.5 MILE NORTH-NORTHEAST OF THE ADMINISTRATION BUILDING FOR THE
 TF0938'AIRPORT, AT THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST RUNWAY, 55.5
 TF0938'FEET NORTHEAST OF THE NORTH CORNER OF THE RUNWAY, 55.1 FEET NORTHEAST
 TF0938'OF AP STA B 1954, 50.0 FEET NORTHEAST OF THE MOST NORTHEASTERLY OF 6
 TF0938'LIGHTS AT THE END OF THE RUNWAY, IN LINE WITH THE NORTHWEST END OF THE
 TF0938'RUNWAY, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE
 TF0938'POST 1 INCH BENEATH THE LEVEL OF THE GROUND.
 TF0938
 TF0938                          STATION RECOVERY (1963)
 TF0938
 TF0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF0938'RECOVERED IN GOOD CONDITION.
 TF0938
 TF0938                          STATION RECOVERY (1993)
 TF0938
 TF0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 TF0938'THIS STATION IS LOCATED AT THE MINOT INTERNATIONAL AIRPORT AT THE
 TF0938'NORTHWEST END OF THE FIELD AS FOLLOWS.  55.1 FEET (16.8 M) NORTHEAST
 TF0938'OF THE NORTHEAST CORNER AND ON LINE WITH THE END OF RUNWAY END 13.
 TF0938'50.0 FEET (15.2 M) NORTHEAST OF THE MOST NORTHERLY OF THE THRESHOLD
 TF0938'LIGHTS.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1962 STA B SET IN THE
 TF0938'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 TF0938
 TF0938                          STATION RECOVERY (1998)
 TF0938
 TF0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 TF0938'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF MINOT AT THE MINOT
 TF0938'INTERNATIONAL AIRPORT, IN THE NORTHWEST AREA OF THE AIRFIELD, ALONG
 TF0938'THE NORTHEAT SIDE OF RUNWAY END 13, AND IN LINE WITH THE APPROACH END
 TF0938'OF RUNWAY 13.  OWNERSHIP--MINOT INTERNATIONAL AIRPORT, 25 AIRPORT
 TF0938'ROAD, MINOT, ND 58701.  AIRPORT OPERATIONS SUPERVISOR IS KENNETH H.
 TF0938'NESS.  PHONE 701-857-4724.  CONTACT HIM ONE DAY IN ADVANCE FOR
 TF0938'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 TF0938'TO REACH FROM THE T-JUNCTION OF US HIGHWAY 83 AND BYPASS HIGHWAY 83
 TF0938'ABOUT 2 KM (1.25 MI) NORTH OF MINOT, GO SOUTH ON US HIGHWAY 83 FOR
 TF0938'3.05 KM (1.90 MI) TO A PAVED CROSSROAD (AIRPORT ROAD ON THE LEFT AND
 TF0938'20TH AVENUE ON THE RIGHT) , TURN LEFT, EAST, ON AIRPORT ROAD FOR 0.69
 TF0938'KM (0.40 MI) TO A PAVED ROAD LEFT, TURN LEFT, NORTHEAST, THEN EAST, ON
 TF0938'THE ROAD FOR 0.08 KM (0.05 MI) TO A PAVED ROAD LEFT LEADING TO A BRICK
 TF0938'BUILDING JUST WEST OF THE CONTROL TOWER, TURN LEFT, NORTH, ON THE ROAD
 TF0938'FOR 0.08 KM (0.05 MI) TO A GATE IN THE PERIMETER FENCE, CONTINUE
 TF0938'NORTH, PASSING THROUGH THE GATE FOR 0.08 KM (0.05 MI) TO TAXI D, TURN
 TF0938'RIGHT, EAST, ALONG TAXI D FOR 0.0.45 KM (0.00 MI) TO THE JUNCTION OF
 TF0938'TAXI C (PARALLEL TAXI FOR RUNWAY 13-31) , TURN LEFT, NORTHWEST, ALONG
 TF0938'TAXI C, CROSSING RUNWAY 8-26 FOR 1.28 KM (0.80 MI) TO THE JUNCTION OF
 TF0938'RUNWAY END 13 AND THE STATION.  THE STATION IS SET IN THE TOP OF A 20
 TF0938'CM SQUARE CONCRETE POST RECESSED 3 CM BELOW THE GROUND, 15.9 M (52.2
 TF0938'FT) NORTHEAST OF THE NORTHEAST EDGE OF THE PAVEMENT OF THE RUNWAY END,
 TF0938'14.6 M (47.9 FT) EAST-NORTHEAST OF THE NORTHEAST ONE OF FOUR THRESHOLD
 TF0938'LIGHTS, AND 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 TF0938'THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0408 ***********************************************************************
 RS0408  DESIGNATION -  MOTT MUNICIPAL TANK
 RS0408  PID         -  RS0408
 RS0408  STATE/COUNTY-  ND/HETTINGER
 RS0408  USGS QUAD   -  MOTT NORTH (1966)
 RS0408
 RS0408                         *CURRENT SURVEY CONTROL
 RS0408  ___________________________________________________________________
 RS0408* NAD 83(1996)-  46 22 31.47662(N)    102 19 25.00772(W)     ADJUSTED  
 RS0408* NAVD 88     -                                                        
 RS0408  ___________________________________________________________________
 RS0408  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 RS0408  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 RS0408
 RS0408  HORZ ORDER  -  THIRD
 RS0408
 RS0408.The horizontal coordinates were established by classical geodetic methods
 RS0408.and adjusted by the National Geodetic Survey in January 1998..
 RS0408
 RS0408
 RS0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0408
 RS0408.The geoid height was determined by GEOID03.
 RS0408
 RS0408;                    North         East     Units Scale Factor Converg.
 RS0408;SPC ND S     -    80,409.833   459,712.425   MT  0.99996778   -1 19 48.4
 RS0408;SPC ND S     -   263,811.79  1,508,242.86   iFT  0.99996778   -1 19 48.4
 RS0408;UTM  13      - 5,139,240.661   705,829.299   MT  1.00012080   +1 56 17.0
 RS0408
 RS0408                          SUPERSEDED SURVEY CONTROL
 RS0408
 RS0408  NAD 83(1996)-  46 22 31.47064(N)    102 19 25.00502(W) AD(       ) 4
 RS0408  NAD 83(1986)-  46 22 31.47044(N)    102 19 25.00385(W) AD(       ) 4
 RS0408  NAD 27      -  46 22 31.47100(N)    102 19 23.41000(W) AD(       ) 3
 RS0408
 RS0408.Superseded values are not recommended for survey control.
 RS0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0408.See file dsdata.txt to determine how the superseded data were derived.
 RS0408
 RS0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM0582939241(NAD 83)
 RS0408_MARKER: 53 = ELEVATED TANK
 RS0408
 RS0408  HISTORY     - Date     Condition        Report By
 RS0408  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0408
 RS0408                          STATION DESCRIPTION
 RS0408
 RS0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0408'THE STATION IS LOCATED ON A HILL NEAR THE NORTHEAST EDGE OF
 RS0408'MOTT, AND ABOUT 2 BLOCKS EAST OF STATE HIGHWAY NO. 8.
 RS0408'
 RS0408'THE TANK IS OF STANDARD CONSTRUCTION.  THE TANK PROPER
 RS0408'IS SILVER AND IS SUPPORTED BY FOUR TRUSSWORK LEGS PAINTED
 RS0408'BLACK.  THE BASE OF THE FINIAL AT THE APEX OF THE TANK PROPER
 RS0408'WAS THE POINT OBSERVED, AND IT IS 146 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0860 ***********************************************************************
 RP0860  DESIGNATION -  MOUND
 RP0860  PID         -  RP0860
 RP0860  STATE/COUNTY-  ND/CASS
 RP0860  USGS QUAD   -  ENDERLIN NORTH (1961)
 RP0860
 RP0860                         *CURRENT SURVEY CONTROL
 RP0860  ___________________________________________________________________
 RP0860* NAD 83(1996)-  46 42 55.95413(N)    097 36 06.15838(W)     ADJUSTED  
 RP0860* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 RP0860  ___________________________________________________________________
 RP0860  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 RP0860  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 RP0860
 RP0860  HORZ ORDER  -  SECOND
 RP0860
 RP0860.The horizontal coordinates were established by classical geodetic methods
 RP0860.and adjusted by the National Geodetic Survey in January 1998..
 RP0860
 RP0860.The orthometric height was scaled from a topographic map.
 RP0860
 RP0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0860
 RP0860.The geoid height was determined by GEOID03.
 RP0860
 RP0860;                    North         East     Units Scale Factor Converg.
 RP0860;SPC ND S     -   120,676.612   821,535.454   MT  0.99993800   +2 06 50.3
 RP0860;SPC ND S     -   395,920.64  2,695,326.29   iFT  0.99993800   +2 06 50.3
 RP0860;UTM  14      - 5,174,503.586   606,868.013   MT  0.99974038   +1 01 04.8
 RP0860
 RP0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0860!SPC ND S     -   0.99994710  x   0.99993800  =   0.99988510
 RP0860!UTM  14      -   0.99994710  x   0.99974038  =   0.99968749
 RP0860
 RP0860|---------------------------------------------------------------------|
 RP0860| PID    Reference Object                     Distance      Geod. Az  |
 RP0860|                                                           dddmmss.s |
 RP0860| AJ5167 MOUND RM 2                            6.958 METERS 13241     |
 RP0860| RP0863 ENDERLIN MUNICIPAL TANK             APPROX.10.7 KM 1791316.0 |
 RP0860| AJ5168 MOUND AZ MK                                        2804950.2 |
 RP0860| AJ5166 MOUND RM 1                            5.264 METERS 35823     |
 RP0860|---------------------------------------------------------------------|
 RP0860
 RP0860                          SUPERSEDED SURVEY CONTROL
 RP0860
 RP0860  NAD 83(1986)-  46 42 55.95626(N)    097 36 06.14872(W) AD(       ) 2
 RP0860  NAD 27      -  46 42 56.04900(N)    097 36 04.78800(W) AD(       ) 2
 RP0860
 RP0860.Superseded values are not recommended for survey control.
 RP0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0860.See file dsdata.txt to determine how the superseded data were derived.
 RP0860
 RP0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS0686874504(NAD 83)
 RP0860_MARKER: DS = TRIANGULATION STATION DISK
 RP0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0860_STAMPING: MOUND 1954
 RP0860_MARK LOGO: CGS   
 RP0860_PROJECTION: FLUSH
 RP0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0860+STABILITY: SURFACE MOTION
 RP0860
 RP0860  HISTORY     - Date     Condition        Report By
 RP0860  HISTORY     - 1954     MONUMENTED       CGS
 RP0860  HISTORY     - 1962     GOOD             CGS
 RP0860  HISTORY     - 1979     GOOD             LOCENG
 RP0860  HISTORY     - 19820519 GOOD             NGS
 RP0860
 RP0860                          STATION DESCRIPTION
 RP0860
 RP0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0860'THE STATION IS LOCATED ON A PROMINENT KNOLL ABOUT 6 MILES
 RP0860'NORTH OF ENDERLIN, 6 MILES EAST OF LUCCA, 4 MILES SOUTHWEST
 RP0860'OF ALICE, AND ON PROPERTY OWNED BY MR. WILLIAM ZUELKE.
 RP0860'
 RP0860'REACHED FROM THE ENDERLIN CITY HALL BY GOING NORTHWEST ON
 RP0860'RAILWAY STREET FOR 0.7 MILE TO STATE HIGHWAY 46.  CONTINUE
 RP0860'STRAIGHT AHEAD, WESTERLY, ON HIGHWAY 46 FOR 3.1 MILES TO A
 RP0860'SIDE ROAD RIGHT.  TURN RIGHT, NORTH, AND GO 5.8 MILES TO A
 RP0860'CROSSROAD.  TURN RIGHT, EAST, AND GO 3.3 MILES TO THE AZIMUTH
 RP0860'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, EASTERLY, FOR
 RP0860'0.3 MILE TO THE STATION 0.1 MILE TO THE RIGHT ON THE PROMINENT
 RP0860'KNOLL.
 RP0860'
 RP0860'THE STATION MARK, 4 FEET WEST OF A WITNESS POST, PROJECTS
 RP0860'2 INCHES, AND THE DISK IS STAMPED MOUND 1954.
 RP0860'
 RP0860'REFERENCE MARK NO. 1, NORTH OF THE STATION, PROJECTS 3 INCHES,
 RP0860'AND THE DISK IS STAMPED MOUND NO 1 1954.
 RP0860'
 RP0860'REFERENCE MARK NO. 2, EAST OF THE STATION, PROJECTS 3 INCHES,
 RP0860'AND THE DISK IS STAMPED MOUND NO 2 1954.
 RP0860'
 RP0860'THE AZIMUTH MARK, APPROXIMATELY 0.3 MILE WEST OF THE STATION,
 RP0860'IS 45 FEET SOUTH OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 RP0860'2 FEET SOUTHEAST OF A WITNESS POST, 1 FOOT EAST OF A TELEPHONE
 RP0860'POLE, PROJECTS 2 INCHES, AND THE DISK IS STAMPED MOUND 1954.
 RP0860
 RP0860                          STATION RECOVERY (1962)
 RP0860
 RP0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP0860'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 RP0860'GOOD CONDITION.
 RP0860'
 RP0860'TO REACH THE STATION FROM ALICE, FROM THE RAILROAD CROSSING
 RP0860'ON COUNTY ROUTE 38, GO SOUTH ON ROUTE 38 FOR 3.3 MILES TO
 RP0860'CROSSROADS, TURN RIGHT AND GO WEST FOR 2.0 MILES TO CROSSROADS,
 RP0860'CONTINUE WEST FOR 0.2 MILE TO A MOUND ON THE LEFT, TURN
 RP0860'LEFT AND GO SOUTH ACROSS FIELD FOR 0.1 MILE TO TOP OF MOUND
 RP0860'AND STATION.
 RP0860
 RP0860                          STATION RECOVERY (1979)
 RP0860
 RP0860'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (NF)
 RP0860'RECOVERED BY KBM INC.
 RP0860'
 RP0860'MOUND 1954 GOOD
 RP0860'
 RP0860'MOUND NO 1 1954 GOOD
 RP0860'
 RP0860'AZ. MK. NOT FOUND SPENT 20 MINUTES LOOKING FOR IT.  LAND IT IS
 RP0860'LOCATED ON IS CULIVATED.
 RP0860
 RP0860                          STATION RECOVERY (1982)
 RP0860
 RP0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 RP0860'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RP0860'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IT APPEARS TO HAVE
 RP0860'BEEN DESTROYED BY FARM EQUIPMENT, AS THE AREA WHERE IT WAS LOCATED IS
 RP0860'NOW CULTIVATED.  AZIMUTH MARK 2 WAS ESTABLISHED.  DISTANCES TO THE
 RP0860'REFERENCE MARKS CHECKED THE 1954 DATA, WITH THE EXCEPTION OF THE
 RP0860'METERS TO REFERENCE MARK 2.  HOWEVER, CONVERSION OF FEET TO METERS OF
 RP0860'THIS 1954 DISTANCE DOES NOT CHECK AND POSSIBLY THE FIRST 2 NUMBERS
 RP0860'RIGHT OF THE DECIMAL ARE TRANSPOSED IN THE 1954 METER DISTANCE. THE
 RP0860'DIRECTION TO REFERENCE MARKS 1, VARIED BY 6 MINUTES, 21 SECONDS FROM
 RP0860'THE 1954 DATA.  THE RED LIGHT ATOP THE ENDERLIN MICROWAVE TOWER WAS
 RP0860'OBSERVED.  NEW DESCRIPTIVE TEXT FOLLOWS.
 RP0860' 
 RP0860'THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH OF ENDERLIN, 6.4
 RP0860'KM (3.95 MI) SOUTHWEST OF ALICE, ON A GRASSY KNOLL WHICH IS SURROUNDED
 RP0860'BY A CULTIVATED FIELD.  TO REACH THE STATION FROM ROUTE 38 AND THE
 RP0860'RAILROAD CROSSING IN ALICE, GO SOUTH ON ROUTE 38 FOR 5.3 KM (3.30 MI)
 RP0860'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 2.9 KM
 RP0860'(1.80 MI) TO A ROW OF BUSHES AND 1 BIG PINE TREE ON THE LEFT AND THE
 RP0860'AZIMUTH MARK AT THE WEST END OF THE BUSHES.  CONTINUE WEST ON GRAVELED
 RP0860'ROAD FOR 0.6 KM (0.35 MI) TO AN OLD FARM HOUSE ON THE RIGHT AND A
 RP0860'KNOLL ON THE LEFT.  THE STATION IS ABOUT 0.2 KM (0.10 MI) SOUTH OF THE
 RP0860'ROAD, ON THE SOUTHEAST PART OF THE KNOLL.  THE STATION WAS PACKED TO
 RP0860'AT THIS TIME, BECAUSE THE FIELD SURROUNDING THE KNOLL HAD BEEN
 RP0860'PLANTED.
 RP0860' 
 RP0860'THE STATION IS A STANDARD CGS DISK STAMPED--MOUND 1954--, SET INTO THE
 RP0860'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH
 RP0860'WITH GROUND. LOCATED ON THE SOUTH HIGH POINT OF A SMALL HILL WHICH IS
 RP0860'SURROUNDED BY A CULTIVATED FIELD.  IT IS NEAR THE SOUTHEAST PART OF
 RP0860'THE HILL, ABOUT 1.1 M (3.6 FT) NORTH OF THE HIGHEST POINT.  LOCATED
 RP0860'15.2 METERS (49.9 FT) EAST FROM THE PROJECTED EAST SIDE OF AN OLD
 RP0860'HOUSE, TO THE NORTH.  1.0 METER (3.3 FT) WEST FROM A WOODEN WITNESS
 RP0860'POST.
 RP0860' 
 RP0860'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--MOUND NO 1
 RP0860'1954--. SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES
 RP0860'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 5.45 METERS
 RP0860'(17.88 FT) NORTH-NORTHWEST FROM A WOODEN WITNESS POST.  3.6 METERS
 RP0860'(11.8 FT) SOUTH FROM THE EDGE OF A CUT IN THE HILL AND 0.3 METER
 RP0860'(1.0 FT) LOWER THAN THE STATION.
 RP0860' 
 RP0860'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MOUND NO 2 1954--,
 RP0860'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 RP0860'DIAMETER, FLUSH WITH GROUND.  LOCATED 6.2 METERS (20.3 FT) SOUTHEAST
 RP0860'FROM A WOODEN WITNESS POST.  3 METERS (9.8 FT) WEST FROM THE PROJECTED
 RP0860'EAST SIDE OF A GROVE OF TREES, TO THE NORTH AND 0.7 METER (2.3 FT)
 RP0860'LOWER THAN THE STATION.
 RP0860' 
 RP0860'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--MOUND 1954 NO 2
 RP0860'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 RP0860'(30 CM) IN DIAMETER AND PROJECTING 10 CM (4 INCHES) ABOVE THE SURFACE.
 RP0860'IT IS 9.9 M (32.5 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.5 M
 RP0860'(8.2 FT) EAST OF THE PROJECTED WEST SIDE OF A METAL AND WOOD SHED,
 RP0860'1.2 M (3.9 FT) WEST OF THE WEST END OF BUSHES AND 0.29 M (0.95 FT)
 RP0860'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK, SET INTO AN
 RP0860'IRREGULAR MASS OF CONCRETE ABOUT 1 M (3.3 FT) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1792 ***********************************************************************
 TG1792  DESIGNATION -  MOUNT
 TG1792  PID         -  TG1792
 TG1792  STATE/COUNTY-  ND/MOUNTRAIL
 TG1792  USGS QUAD   -  CLEARWATER LAKE (1981)
 TG1792
 TG1792                         *CURRENT SURVEY CONTROL
 TG1792  ___________________________________________________________________
 TG1792* NAD 83(1996)-  48 28 23.74674(N)    102 17 57.17466(W)     ADJUSTED  
 TG1792* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 TG1792  ___________________________________________________________________
 TG1792  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 TG1792  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 TG1792
 TG1792  HORZ ORDER  -  THIRD
 TG1792
 TG1792.The horizontal coordinates were established by classical geodetic methods
 TG1792.and adjusted by the National Geodetic Survey in January 1998..
 TG1792
 TG1792.The orthometric height was scaled from a topographic map.
 TG1792
 TG1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1792
 TG1792.The geoid height was determined by GEOID03.
 TG1792
 TG1792;                    North         East     Units Scale Factor Converg.
 TG1792;SPC ND N     -   165,356.197   466,983.133   MT  0.99995882   -1 20 19.9
 TG1792;SPC ND N     -   542,507.21  1,532,096.89   iFT  0.99995882   -1 20 19.9
 TG1792;UTM  13      - 5,372,426.869   699,608.001   MT  1.00008955   +2 01 21.3
 TG1792
 TG1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1792!SPC ND N     -   0.99989534  x   0.99995882  =   0.99985417
 TG1792!UTM  13      -   0.99989534  x   1.00008955  =   0.99998488
 TG1792
 TG1792:                Primary Azimuth Mark                     Grid Az
 TG1792:SPC ND N     -  MOUNT AZ MK                              086 50 56.1
 TG1792:UTM  13      -  MOUNT AZ MK                              083 29 14.9
 TG1792
 TG1792|---------------------------------------------------------------------|
 TG1792| PID    Reference Object                     Distance      Geod. Az  |
 TG1792|                                                           dddmmss.s |
 TG1792| CQ8632 MOUNT AZ MK                                        0853036.2 |
 TG1792| CQ8633 MOUNT RM 1                           15.127 METERS 17652     |
 TG1792| CQ8634 MOUNT RM 2                           26.704 METERS 26838     |
 TG1792|---------------------------------------------------------------------|
 TG1792
 TG1792                          SUPERSEDED SURVEY CONTROL
 TG1792
 TG1792  NAD 83(1986)-  48 28 23.74754(N)    102 17 57.16868(W) AD(       ) 3
 TG1792  NAD 27      -  48 28 23.66040(N)    102 17 55.56760(W) AD(       ) 3
 TG1792
 TG1792.Superseded values are not recommended for survey control.
 TG1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1792.See file dsdata.txt to determine how the superseded data were derived.
 TG1792
 TG1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9960872427(NAD 83)
 TG1792_MARKER: DS = TRIANGULATION STATION DISK
 TG1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1792
 TG1792  HISTORY     - Date     Condition        Report By
 TG1792  HISTORY     - 1962     MONUMENTED       CGS
 TG1792
 TG1792                          STATION DESCRIPTION
 TG1792
 TG1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1792'THE STATION IS LOCATED 5 MILES EAST AND 11 MILES NORTH OF THE
 TG1792'TOWN OF STANLEY, IN THE NW 1/4 OF SEC. 34, T157N, R90W, ON THE
 TG1792'SOUTH SIDE OF A ROCK PILE AND ON THE EAST SIDE OF A ROAD.
 TG1792'
 TG1792'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 8 AND U.S. HIGHWAY
 TG1792'2, 0.4 MILE NORTH OF THE COURT HOUSE IN STANLEY, GO NORTH ON
 TG1792'STATE HIGHWAY 8 FOR 9.45 MILES TO A RAILROAD CROSSING.  CONTINUE
 TG1792'NORTH ON STATE HIGHWAY 8 FOR 1.1 MILES TO A CROSSROAD.  TURN
 TG1792'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 5 MILES TO A SIDE
 TG1792'ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A ROCK
 TG1792'PILE ON THE LEFT AND THE STATION ON THE SOUTH SIDE OF THE
 TG1792'ROCK PILE.  GO EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO
 TG1792'THE AZIMUTH MARK ON THE RIGHT ON A SMALL HILL.
 TG1792'
 TG1792'THE STATION MARK IS A STANDARD DISK STAMPED MOUNT 1962 AND SET
 TG1792'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1792'3 INCHES.  IT IS 3 FEET EAST OF A WITNESS POST, 27 FEET EAST
 TG1792'OF THE CENTER OF A NORTH SOUTH ROAD AND 3 FEET SOUTH OF A
 TG1792'LARGE ROCK PILE.
 TG1792'
 TG1792'REFERENCE MARK NO. 1, STAMPED MOUNT NO 1 1962, IS A STANDARD
 TG1792'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1792'WHICH PROJECTS 4 INCHES.  IT IS 40 FEET EAST OF THE CENTER
 TG1792'OF A ROAD AND 49.3 FEET SOUTH OF A WITNESS POST.
 TG1792'
 TG1792'REFERENCE MARK NO. 2, STAMPED MOUNT NO 2 1962, IS A STANDARD
 TG1792'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1792'WHICH PROJECTS 5 INCHES.  IT IS 68.3 FEET WEST OF A WITNESS
 TG1792'POST AND 32 FEET WEST OF THE CENTER OF A ROAD.
 TG1792'
 TG1792'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOUNT 1962 AND SET
 TG1792'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TG1792'3 INCHES.  IT IS 67 FEET SOUTH OF THE CENTER OF A EAST WEST
 TG1792'GRAVELED ROAD, 47 FEET SOUTHWEST OF A POWER POLE AND 2.5 FEET
 TG1792'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1236 ***********************************************************************
 TD1236  DESIGNATION -  MOURE
 TD1236  PID         -  TD1236
 TD1236  STATE/COUNTY-  ND/PEMBINA
 TD1236  USGS QUAD   -  HANKS CORNER (1964)
 TD1236
 TD1236                         *CURRENT SURVEY CONTROL
 TD1236  ___________________________________________________________________
 TD1236* NAD 83(1996)-  48 49 34.75628(N)    097 55 39.05269(W)     ADJUSTED  
 TD1236* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 TD1236  ___________________________________________________________________
 TD1236  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 TD1236  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 TD1236
 TD1236  HORZ ORDER  -  FIRST
 TD1236
 TD1236.The horizontal coordinates were established by classical geodetic methods
 TD1236.and adjusted by the National Geodetic Survey in January 1998..
 TD1236
 TD1236.The orthometric height was scaled from a topographic map.
 TD1236
 TD1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1236
 TD1236.The geoid height was determined by GEOID03.
 TD1236
 TD1236;                    North         East     Units Scale Factor Converg.
 TD1236;SPC ND N     -   206,217.720   788,855.574   MT  1.00001977   +1 54 51.4
 TD1236;SPC ND N     -   676,567.32  2,588,108.84   iFT  1.00001977   +1 54 51.4
 TD1236;UTM  14      - 5,408,703.596   578,716.067   MT  0.99967612   +0 48 26.4
 TD1236
 TD1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1236!SPC ND N     -   0.99994593  x   1.00001977  =   0.99996570
 TD1236!UTM  14      -   0.99994593  x   0.99967612  =   0.99962207
 TD1236
 TD1236|---------------------------------------------------------------------|
 TD1236| PID    Reference Object                     Distance      Geod. Az  |
 TD1236|                                                           dddmmss.s |
 TD1236| CO7966 MOURE RM 1                           19.855 METERS 00006     |
 TD1236| CO7965 MOURE AZ MK                                        0021838.8 |
 TD1236| TD1237 WALHALLA ATT MICROWAVE KBK 97       APPROX. 8.0 KM 2052430.0 |
 TD1236| CO7967 MOURE RM 2                           26.660 METERS 24320     |
 TD1236|---------------------------------------------------------------------|
 TD1236
 TD1236                          SUPERSEDED SURVEY CONTROL
 TD1236
 TD1236  NAD 83(1986)-  48 49 34.74826(N)    097 55 39.04574(W) AD(       ) 1
 TD1236  NAD 27      -  48 49 34.77119(N)    097 55 37.68428(W) AD(       ) 1
 TD1236
 TD1236.Superseded values are not recommended for survey control.
 TD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1236.See file dsdata.txt to determine how the superseded data were derived.
 TD1236
 TD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7871608704(NAD 83)
 TD1236_MARKER: DS = TRIANGULATION STATION DISK
 TD1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1236_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1236_STAMPING: MOURE 1967
 TD1236_MARK LOGO: CGS   
 TD1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1236+STABILITY: SURFACE MOTION
 TD1236
 TD1236  HISTORY     - Date     Condition        Report By
 TD1236  HISTORY     - 1967     MONUMENTED       CGS
 TD1236  HISTORY     - 19940615 GOOD             NDHD
 TD1236
 TD1236                          STATION DESCRIPTION
 TD1236
 TD1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1236'THE STATION IS ABOUT 5-1/2 MILE EAST-NORTHEAST OF OLGA, 14 MILES
 TD1236'WEST OF CAVALIER, 6-1/2 MILES SOUTH OF WALHALLA ON THE WEST SIDE
 TD1236'OF STATE HIGHWAY 32 AND NEAR THE SOUTHWEST CORNER OF A RURAL
 TD1236'SCHOOL YARD.
 TD1236'
 TD1236'TO REACH THE STATION FROM THE POST OFFICE IN WALHALLA, GO NORTH
 TD1236'ON 10TH STREET FOR 0.05 MILE TO STATE HIGHAY 32.  TURN LEFT AND
 TD1236'GO SOUTHWEST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 32 FOR 5.65
 TD1236'MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTH ON STATE HIGHWAY 32
 TD1236'FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 TD1236'HIGHWAY 32 FOR 0.65 MILE TO THE SCHOOL AND STATION ON THE RIGHT.
 TD1236'
 TD1236'THE STATION MARK IS A STANDARD DISK, STAMPED MOURE 1967, SET IN
 TD1236'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1236'IS FLUSH WITH THE GROUND.  IT IS 89 FEET EAST-NORTEAST OF A
 TD1236'TRANSFORMER POLE, 85.7 FEET EAST-NORTHEAST OF A WITNESS POST, 75
 TD1236'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 72.3 FEET
 TD1236'SOUTH-SOUTHEAST OF T ESOUTHEAST CORNER OF THE SCHOOL AND 64 FEET
 TD1236'NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE UNDERGROUND MARK IS
 TD1236'42 INCHES BELOW THE GROUND SURFACE.
 TD1236'
 TD1236'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOURE NO 1 1967,
 TD1236'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1236'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 128 FEET NORTHEAST
 TD1236'OFTHE WITNESS POST, 74 FEET WEST OF THE CENTERLINE OF STATE
 TD1236'HIGHWAY 32, 22 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL AND
 TD1236'ABOUT THE SAME ELEVATION AS THE STATION.
 TD1236'
 TD1236'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOURE NO 2 1967,
 TD1236'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1236'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 113 FEET
 TD1236'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 2.2 FEET
 TD1236'EAST OF THE TRANSFORMER POLE, 2.0 FEET WEST OF THE WITNESS POST
 TD1236'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1236'
 TD1236'AZIMUTH MARK IS A STANDARD DISK, STAMPED MOURE 1967, SET IN
 TD1236'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1236'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 75 FEET EAST OF THE
 TD1236'CENTERLINE OF STATE HIGHWAY 32, 2.4 FEET NORTH OF A WITNESS POST
 TD1236'AND 1.7 FEET SOUTH OF A TELEPHONE LINE POLE.
 TD1236'
 TD1236'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TD1236
 TD1236                          STATION RECOVERY (1994)
 TD1236
 TD1236'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 TD1236'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1633 ***********************************************************************
 TF1633  DESIGNATION -  MOUSE
 TF1633  PID         -  TF1633
 TF1633  STATE/COUNTY-  ND/RENVILLE
 TF1633  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1633
 TF1633                         *CURRENT SURVEY CONTROL
 TF1633  ___________________________________________________________________
 TF1633* NAD 83(1996)-  48 46 41.23028(N)    101 50 09.10447(W)     ADJUSTED  
 TF1633* NAVD 88     -       558.490  (meters)    1832.31   (feet)  ADJUSTED  
 TF1633  ___________________________________________________________________
 TF1633  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 TF1633  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1633  DYNAMIC HT  -         558.617 (meters)    1832.73  (feet)  COMP
 TF1633  MODELED GRAV-     980,817.6   (mgal)                       NAVD 88
 TF1633
 TF1633  HORZ ORDER  -  SECOND
 TF1633  VERT ORDER  -  SECOND    CLASS 0
 TF1633
 TF1633.The horizontal coordinates were established by classical geodetic methods
 TF1633.and adjusted by the National Geodetic Survey in January 1998..
 TF1633
 TF1633.The orthometric height was determined by differential leveling
 TF1633.and adjusted by the National Geodetic Survey in June 1991..
 TF1633
 TF1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1633
 TF1633.The geoid height was determined by GEOID03.
 TF1633
 TF1633.The dynamic height is computed by dividing the NAVD 88
 TF1633.geopotential number by the normal gravity value computed on the
 TF1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1633.degrees latitude (g = 980.6199 gals.).
 TF1633
 TF1633.The modeled gravity was interpolated from observed gravity values.
 TF1633
 TF1633;                    North         East     Units Scale Factor Converg.
 TF1633;SPC ND N     -   198,553.861   501,823.129   MT  1.00000919   -0 59 38.6
 TF1633;SPC ND N     -   651,423.43  1,646,401.34   iFT  1.00000919   -0 59 38.6
 TF1633;UTM  14      - 5,406,670.259   291,669.188   MT  1.00013324   -2 08 01.7
 TF1633
 TF1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1633!SPC ND N     -   0.99991564  x   1.00000919  =   0.99992483
 TF1633!UTM  14      -   0.99991564  x   1.00013324  =   1.00004887
 TF1633
 TF1633|---------------------------------------------------------------------|
 TF1633| PID    Reference Object                     Distance      Geod. Az  |
 TF1633|                                                           dddmmss.s |
 TF1633| TF1632 MOUSE RM 1                           21.023 METERS 06049     |
 TF1633| TF2238 SOURIS R TEL MST W OF MOHALL        APPROX.10.5 KM 0981430.8 |
 TF1633| TF1631 MOUSE AZ MK                                        1015334.2 |
 TF1633| TF2245 TOLLEY ST PAULS CATH CH CROSS       APPROX. 5.4 KM 1743923.5 |
 TF1633| TF1634 MOUSE RM 2                           15.164 METERS 27009     |
 TF1633|---------------------------------------------------------------------|
 TF1633
 TF1633                          SUPERSEDED SURVEY CONTROL
 TF1633
 TF1633  NAD 83(1986)-  48 46 41.22776(N)    101 50 09.09609(W) AD(       ) 2
 TF1633  NAD 27      -  48 46 41.13980(N)    101 50 07.50150(W) AD(       ) 2
 TF1633  NGVD 29 (??/??/92)  558.114  (m)         1831.08   (f) ADJ UNCH    2 0
 TF1633
 TF1633.Superseded values are not recommended for survey control.
 TF1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1633.See file dsdata.txt to determine how the superseded data were derived.
 TF1633
 TF1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV9166906670(NAD 83)
 TF1633_MARKER: DS = TRIANGULATION STATION DISK
 TF1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1633_STAMPING: MOUSE 1963
 TF1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1633+STABILITY: SURFACE MOTION
 TF1633
 TF1633  HISTORY     - Date     Condition        Report By
 TF1633  HISTORY     - 1963     MONUMENTED       CGS
 TF1633  HISTORY     - 1963     GOOD             CGS
 TF1633
 TF1633                          STATION DESCRIPTION
 TF1633
 TF1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF1633'THE STATION IS LOCATED JUST SOUTH OF A OLD SCHOOL HOUSE ABOUT
 TF1633'3-3/4 NORTH AND 1/4 MILE WEST OF TOLLEY, IN THE SW 1/4 SEC. 9,
 TF1633'T161N, R86W, ON THE RIGHT OF WAY OF A SECTION LINE ROAD.
 TF1633'
 TF1633'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5
 TF1633'AND COUNTY ROAD 3 WHICH IS ABOUT 2 MILES NORTH OF TOLLEY,
 TF1633'GO NORTH ON COUNTY ROAD 3 FOR 0.85 MILE TO A FORK, (THE AZIMUTH
 TF1633'MARK IS LOCATED 0.05 MILE NORTHWEST OF THIS POINT ON THE EAST
 TF1633'SIDE OF THE ROAD) KEEP LEFT AND GO WEST ON COUNTY ROAD 3
 TF1633'FOR 0.4 MILE TO A FORK, KEEP STRAIGHT AHEAD FOR 0.2 MILE TO
 TF1633'THE STATION JUST SOUTH OF A SCHOOL HOUSE.
 TF1633'
 TF1633'THE STATION MARK IS A STANDARD DISK, STAMPED MOUSE 1963, SET
 TF1633'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF1633'FLUSH WITH THE SURFACE.  IT IS 48 FEET SOUTH OF THE SOUTHWEST
 TF1633'CORNER OF THE SCHOOL HOUSE AND 26 FEET NORTH OF THE CENTER
 TF1633'OF A GRAVELED ROAD.
 TF1633'
 TF1633'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED MOUSE NO 1
 TF1633'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1633'PROJECTING 3-INCHES.  IT IS 47 FEET SOUTHEAST OF THE SOUTHEAST
 TF1633'CORNER OF THE SCHOOL HOUSE AND 56 FEET NORTH OF THE CENTER
 TF1633'OF THE ROAD.
 TF1633'
 TF1633'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED MOUSE NO 2
 TF1633'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1633'PROJECTING 4-INCHES.  IT IS 72 FEET SOUTHWEST OF THE SOUTHWEST
 TF1633'CORNER OF THE SCHOOL HOUSE AND 24 FEET NORTH OF THE CENTER
 TF1633'OF THE ROAD.
 TF1633'
 TF1633'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOUSE 1963, SET
 TF1633'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 TF1633'3-INCHES.  IT IS 100 FEET WEST OF THE CENTER OF A GRAVELED
 TF1633'ROAD, 68 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1.3
 TF1633'FEET SOUTH OF A WITNESS POST.
 TF1633
 TF1633                          STATION RECOVERY (1963)
 TF1633
 TF1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF1633'4.2 MI N FROM TOLLEY.
 TF1633'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1633'TOLLEY, THENCE 3.95 MILES NORTH ALONG COUNTY ROAD 3, 0.5 MILES
 TF1633'NORTHWEST OF THE JUNCTION WITH THE MOUSE RIVER PARK ROAD, 0.1 MILES
 TF1633'SOUTHWEST OF A LONG CURVE IN THE ROAD, ON THE SOUTH SIDE OF A
 TF1633'SCHOOLYARD, 0.25 MILES EAST OF A GROVE OF TREES, 48 FEET SOUTHWEST OF
 TF1633'THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 49.6 FEET EAST OF MOUSE R.M.
 TF1633'2, 68.7 FEET SOUTHWEST OF MOUSE R. M. 1, 25 FEET NORTH OF THE CENTER
 TF1633'LINE OF A TRACK ROAD LEADING WEST, AND SET IN THE TOP OF A CONCRETE
 TF1633'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2039 ***********************************************************************
 TF2039  DESIGNATION -  MOUSE
 TF2039  PID         -  TF2039
 TF2039  STATE/COUNTY-  ND/MCHENRY
 TF2039  USGS QUAD   -  TOWNER NW (1980)
 TF2039
 TF2039                         *CURRENT SURVEY CONTROL
 TF2039  ___________________________________________________________________
 TF2039* NAD 83(1996)-  48 28 25.72365(N)    100 28 14.55328(W)     ADJUSTED  
 TF2039* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 TF2039  ___________________________________________________________________
 TF2039  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 TF2039  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF2039
 TF2039  HORZ ORDER  -  FIRST
 TF2039
 TF2039.The horizontal coordinates were established by classical geodetic methods
 TF2039.and adjusted by the National Geodetic Survey in January 1998..
 TF2039
 TF2039.The orthometric height was scaled from a topographic map.
 TF2039
 TF2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2039
 TF2039.The geoid height was determined by GEOID03.
 TF2039
 TF2039;                    North         East     Units Scale Factor Converg.
 TF2039;SPC ND N     -   163,863.467   602,165.654   MT  0.99995889   +0 01 18.5
 TF2039;SPC ND N     -   537,609.80  1,975,609.10   iFT  0.99995889   +0 01 18.5
 TF2039;UTM  14      - 5,370,009.191   391,301.466   MT  0.99974517   -1 06 04.2
 TF2039
 TF2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2039!SPC ND N     -   0.99993107  x   0.99995889  =   0.99988996
 TF2039!UTM  14      -   0.99993107  x   0.99974517  =   0.99967625
 TF2039
 TF2039|---------------------------------------------------------------------|
 TF2039| PID    Reference Object                     Distance      Geod. Az  |
 TF2039|                                                           dddmmss.s |
 TF2039| CO7969 MOUSE RM 1                           16.073 METERS 21453     |
 TF2039| CO7968 MOUSE AZ MK                                        2611300.1 |
 TF2039| CO7970 MOUSE RM 2                           68.684 METERS 34414     |
 TF2039|---------------------------------------------------------------------|
 TF2039
 TF2039                          SUPERSEDED SURVEY CONTROL
 TF2039
 TF2039  NAD 83(1986)-  48 28 25.72550(N)    100 28 14.55576(W) AD(       ) 1
 TF2039  NAD 27      -  48 28 25.74900(N)    100 28 13.09200(W) AD(       ) 1
 TF2039
 TF2039.Superseded values are not recommended for survey control.
 TF2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2039.See file dsdata.txt to determine how the superseded data were derived.
 TF2039
 TF2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU9130170009(NAD 83)
 TF2039_MARKER: DS = TRIANGULATION STATION DISK
 TF2039_SETTING: 0 = UNSPECIFIED SETTING
 TF2039
 TF2039  HISTORY     - Date     Condition        Report By
 TF2039  HISTORY     - 1946     MONUMENTED       CGS
 TF2039
 TF2039                          STATION DESCRIPTION
 TF2039
 TF2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2039'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF TOWNER
 TF2039'ON A HIGH PROMINENT DOME AND 600 YARDS NORTHWEST OF THE RODGER
 TF2039'LEE FARM HOUSE.  IT IS ABOUT 400 YARDS NORTH OF A WIND MILL
 TF2039'AND ON THE EASTERN EDGE OF A SAND DOME.  THE MARK IS A 7-INCH
 TF2039'STOVE PIPE FILLED WITH CONCRETE WITH A STANDARD U.S.C. AND G.S.
 TF2039'DISK SET IN THE TOP.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 TF2039'STAMPED MOUSE 1946.
 TF2039'
 TF2039'REFERENCE MARK NO. 1 IS 52.73 FEET SOUTHWEST OF THE STATION ON
 TF2039'THE HIGHEST PART OF THE SAND DOME AND ABOUT 4 FEET HIGHER IN
 TF2039'ELEVATION THAN THE STATION MARK.  THE MARK IS A 7-INCH STOVE
 TF2039'PIPE FILLED WITH CONCRETE WITH A STANDARD REFERENCE MARK DISK SET
 TF2039'IN THE TOP.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 TF2039'MOUSE NO 1 1946.
 TF2039'
 TF2039'REFERENCE MARK NO. 2 IS 225.35 FEET NORTH-NORTHWEST OF THE
 TF2039'STATION.  IT IS LOCATED ON THE FIRST SAND DOME NORTH OF THE STATION
 TF2039'AND ABOUT 30 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 TF2039'MARK IS A 7-INCH STOVE PIPE FILLED WITH CONCRETE WITH A STANDARD
 TF2039'REFERENCE MARK DISK SET IN THE TOP.  THE DISK IS STAMPED MOUSE
 TF2039'NO 2 1946.
 TF2039'
 TF2039'THE AZIMUTH MARK IS 0.5 MILE WEST-SOUTHWEST OF THE STATION,
 TF2039'20 FEET NORTH OF TRACK ROAD IN CATTLE LANE AND 1 FOOT NORTH
 TF2039'OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 2 INCHES
 TF2039'AND THE DISK IS STAMPED MOUSE 1946.
 TF2039'
 TF2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TF2039'STATE HIGHWAY 14 ON THE SOUTHERN EDGE OF TOWNER, GO NORTH
 TF2039'AND WEST ON STATE HIGHWAY 14 FOR 3.2 MILES TO A T ROAD RIGHT,
 TF2039'TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD NORTH FOR 6.2 MILES
 TF2039'TO RODGER LEES FARM HOUSE ON THE LEFT, CONTINUE ON NORTH FOR
 TF2039'ABOUT 180 YARDS TO A BOARD GATE ON THE LEFT, PASS THROUGH
 TF2039'GATE AND GO WEST FOR 0.1 MILE TO A WIND MILL ON THE LEFT.
 TF2039'*THENCE GO NORTHWEST UP DRAW FOR 0.1 MILE AND THE END OF TRUCK
 TF2039'TRAVEL.  THENCE BACK PACK IN A NORTHERLY DIRECTION FOR 75
 TF2039'YARDS TO THE SUMMIT OF A PROMINENT SAND DOME AND STATION AS
 TF2039'DESCRIBED.
 TF2039'
 TF2039'*TO REACH THE AZIMUTH MARK FROM THE WIND MILL, PASS THROUGH
 TF2039'WIRE GATE JUST EAST OF WIND MILL AND GO WEST ON CATTLE LANE
 TF2039'FOR 0.5 MILE AND AZIMUTH ON THE RIGHT AS DESCRIBED.
 TF2039'
 TF2039'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2053 ***********************************************************************
 TG2053  DESIGNATION -  MOUSE
 TG2053  PID         -  TG2053
 TG2053  STATE/COUNTY-  ND/DIVIDE
 TG2053  USGS QUAD   -  PAULSON (1949)
 TG2053
 TG2053                         *CURRENT SURVEY CONTROL
 TG2053  ___________________________________________________________________
 TG2053* NAD 83(1996)-  48 58 54.22644(N)    103 11 58.51320(W)     ADJUSTED  
 TG2053* NAVD 88     -       587.     (meters)    1926.     (feet)  SCALED    
 TG2053  ___________________________________________________________________
 TG2053  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 TG2053  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 TG2053
 TG2053  HORZ ORDER  -  THIRD
 TG2053
 TG2053.The horizontal coordinates were established by classical geodetic methods
 TG2053.and adjusted by the National Geodetic Survey in January 1998..
 TG2053
 TG2053.The orthometric height was scaled from a topographic map.
 TG2053
 TG2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2053
 TG2053.The geoid height was determined by GEOID03.
 TG2053
 TG2053;                    North         East     Units Scale Factor Converg.
 TG2053;SPC ND N     -   223,809.853   402,423.011   MT  1.00005876   -2 00 31.9
 TG2053;SPC ND N     -   734,284.29  1,320,285.47   iFT  1.00005876   -2 00 31.9
 TG2053;UTM  13      - 5,426,986.588   631,731.932   MT  0.99981318   +1 21 31.0
 TG2053
 TG2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2053!SPC ND N     -   0.99991097  x   1.00005876  =   0.99996973
 TG2053!UTM  13      -   0.99991097  x   0.99981318  =   0.99972417
 TG2053
 TG2053:                Primary Azimuth Mark                     Grid Az
 TG2053:SPC ND N     -  CHURCH                                   275 30 37.7
 TG2053:UTM  13      -  CHURCH                                   272 08 34.8
 TG2053
 TG2053|---------------------------------------------------------------------|
 TG2053| PID    Reference Object                     Distance      Geod. Az  |
 TG2053|                                                           dddmmss.s |
 TG2053| TG1948 CHURCH                              APPROX. 3.2 KM 2733005.8 |
 TG2053|---------------------------------------------------------------------|
 TG2053
 TG2053                          SUPERSEDED SURVEY CONTROL
 TG2053
 TG2053  NAD 83(1986)-  48 58 54.22848(N)    103 11 58.50576(W) AD(       ) 3
 TG2053
 TG2053.Superseded values are not recommended for survey control.
 TG2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2053.See file dsdata.txt to determine how the superseded data were derived.
 TG2053
 TG2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ3173226987(NAD 83)
 TG2053_MARKER: DD = SURVEY DISK
 TG2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2053_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2053+STABILITY: SURFACE MOTION
 TG2053
 TG2053  HISTORY     - Date     Condition        Report By
 TG2053  HISTORY     - 1911     MONUMENTED       IBC
 TG2053
 TG2053                          STATION DESCRIPTION
 TG2053
 TG2053'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG2053'ABOUT 1-1/4 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 610, IN
 TG2053'SE 1/4 SECTION 31, TOWNSHIP 164 N, RANGE 96 W, FIFTH PRINCIPAL
 TG2053'MERIDIAN.  IT IS ABOUT 50 METERS FROM THE ROAD AT THE SOUTH BOUNDARY
 TG2053'OF THE SECTION AND APPROXIMATELY 250 METERS FROM THE WEST BOUNDARY.
 TG2053'THE STATION IS ON A SLIGHT RISE.
 TG2053'
 TG2053'STATION MARK--A BRONZE DISK MARKED---U.S. AND C.B. SURVEY---SET IN A
 TG2053'CONCRETE BLOCK BURIED 20 INCHES IN THE GROUND, WITH ROCKS PLACED IN
 TG2053'THE HOLE BEFORE FILLING WITH EARTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1631 ***********************************************************************
 TF1631  DESIGNATION -  MOUSE AZ MK
 TF1631  PID         -  TF1631
 TF1631  STATE/COUNTY-  ND/RENVILLE
 TF1631  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1631
 TF1631                         *CURRENT SURVEY CONTROL
 TF1631  ___________________________________________________________________
 TF1631* NAD 83(1986)-  48 46 36.     (N)    101 49 30.     (W)     SCALED    
 TF1631* NAVD 88     -       552.423  (meters)    1812.41   (feet)  ADJUSTED  
 TF1631  ___________________________________________________________________
 TF1631  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 TF1631  DYNAMIC HT  -         552.547 (meters)    1812.81  (feet)  COMP
 TF1631  MODELED GRAV-     980,817.9   (mgal)                       NAVD 88
 TF1631
 TF1631  VERT ORDER  -  SECOND    CLASS 0
 TF1631
 TF1631.The horizontal coordinates were scaled from a topographic map and have
 TF1631.an estimated accuracy of +/- 6 seconds.
 TF1631
 TF1631.The orthometric height was determined by differential leveling
 TF1631.and adjusted by the National Geodetic Survey in June 1991..
 TF1631
 TF1631.The geoid height was determined by GEOID03.
 TF1631
 TF1631.The dynamic height is computed by dividing the NAVD 88
 TF1631.geopotential number by the normal gravity value computed on the
 TF1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1631.degrees latitude (g = 980.6199 gals.).
 TF1631
 TF1631.The modeled gravity was interpolated from observed gravity values.
 TF1631
 TF1631;                    North         East    Units  Estimated Accuracy
 TF1631;SPC ND N     -   198,380.      502,620.      MT  (+/- 180 meters Scaled)
 TF1631
 TF1631                          SUPERSEDED SURVEY CONTROL
 TF1631
 TF1631  NGVD 29 (??/??/92)  552.047  (m)         1811.17   (f) ADJ UNCH    2 0
 TF1631
 TF1631.Superseded values are not recommended for survey control.
 TF1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1631.See file dsdata.txt to determine how the superseded data were derived.
 TF1631
 TF1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV924064(NAD 83)
 TF1631_MARKER: DZ = AZIMUTH MARK DISK
 TF1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1631_STAMPING: MOUSE 1963
 TF1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1631+STABILITY: SURFACE MOTION
 TF1631
 TF1631  HISTORY     - Date     Condition        Report By
 TF1631  HISTORY     - 1963     MONUMENTED       CGS
 TF1631
 TF1631                          STATION DESCRIPTION
 TF1631
 TF1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1631'3.7 MI N FROM TOLLEY.
 TF1631'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1631'TOLLEY, THENCE 3.45 MILES NORTH ALONG COUNTY ROAD 3, OR 14.35 MILES
 TF1631'WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT MOHALL, THENCE 0.9
 TF1631'MILES NORTH ALONG COUNTY ROAD 3, IN SECTION 16, T 161 N, R 86 W, AT
 TF1631'THE JUNCTION WITH THE ROAD LEADING NORTHEAST TO MOUSE RIVER PARK, 150
 TF1631'YARDS NORTHWEST OF THE JUNCTION, 69 FEET NORTHEAST OF THE CENTER LINE
 TF1631'OF A CURVE IN THE COUNTY ROAD, 98 FEET WEST OF THE CENTER LINE OF THE
 TF1631'MOUSE RIVER PARK ROAD, 261 FEET NORTH OF A POWER POLE, 1.0 FEET
 TF1631'NORTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 TF1631'POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1632 ***********************************************************************
 TF1632  DESIGNATION -  MOUSE RM 1
 TF1632  PID         -  TF1632
 TF1632  STATE/COUNTY-  ND/RENVILLE
 TF1632  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1632
 TF1632                         *CURRENT SURVEY CONTROL
 TF1632  ___________________________________________________________________
 TF1632* NAD 83(1986)-  48 46 41.     (N)    101 50 09.     (W)     SCALED    
 TF1632* NAVD 88     -       558.133  (meters)    1831.14   (feet)  ADJUSTED  
 TF1632  ___________________________________________________________________
 TF1632  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1632  DYNAMIC HT  -         558.259 (meters)    1831.55  (feet)  COMP
 TF1632  MODELED GRAV-     980,817.6   (mgal)                       NAVD 88
 TF1632
 TF1632  VERT ORDER  -  SECOND    CLASS 0
 TF1632
 TF1632.The horizontal coordinates were scaled from a topographic map and have
 TF1632.an estimated accuracy of +/- 6 seconds.
 TF1632
 TF1632.The orthometric height was determined by differential leveling
 TF1632.and adjusted by the National Geodetic Survey in June 1991..
 TF1632
 TF1632.The geoid height was determined by GEOID03.
 TF1632
 TF1632.The dynamic height is computed by dividing the NAVD 88
 TF1632.geopotential number by the normal gravity value computed on the
 TF1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1632.degrees latitude (g = 980.6199 gals.).
 TF1632
 TF1632.The modeled gravity was interpolated from observed gravity values.
 TF1632
 TF1632;                    North         East    Units  Estimated Accuracy
 TF1632;SPC ND N     -   198,550.      501,830.      MT  (+/- 180 meters Scaled)
 TF1632
 TF1632                          SUPERSEDED SURVEY CONTROL
 TF1632
 TF1632  NGVD 29 (??/??/92)  557.756  (m)         1829.90   (f) ADJ UNCH    2 0
 TF1632
 TF1632.Superseded values are not recommended for survey control.
 TF1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1632.See file dsdata.txt to determine how the superseded data were derived.
 TF1632
 TF1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV916066(NAD 83)
 TF1632_MARKER: DR = REFERENCE MARK DISK
 TF1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1632_STAMPING: MOUSE NO 1 1963
 TF1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1632+STABILITY: SURFACE MOTION
 TF1632
 TF1632  HISTORY     - Date     Condition        Report By
 TF1632  HISTORY     - 1963     MONUMENTED       CGS
 TF1632
 TF1632                          STATION DESCRIPTION
 TF1632
 TF1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1632'4.2 MI N FROM TOLLEY.
 TF1632'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1632'TOLLEY, THENCE 3.95 MILES NORTH ALONG COUNTY ROAD 3, 0.5 MILES
 TF1632'NORTHWEST OF THE JUNCTION WITH THE MOUSE RIVER PARK ROAD, 0.1 MILES
 TF1632'SOUTHWEST OF A LONG CURVE IN THE ROAD, 67.8 FEET NORTHEAST OF MOUSE
 TF1632'1963, 56 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST,
 TF1632'46 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 1.0
 TF1632'FEET WEST OF A FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1632'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1634 ***********************************************************************
 TF1634  DESIGNATION -  MOUSE RM 2
 TF1634  PID         -  TF1634
 TF1634  STATE/COUNTY-  ND/RENVILLE
 TF1634  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1634
 TF1634                         *CURRENT SURVEY CONTROL
 TF1634  ___________________________________________________________________
 TF1634* NAD 83(1986)-  48 46 41.     (N)    101 50 09.     (W)     SCALED    
 TF1634* NAVD 88     -       558.258  (meters)    1831.55   (feet)  ADJUSTED  
 TF1634  ___________________________________________________________________
 TF1634  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1634  DYNAMIC HT  -         558.384 (meters)    1831.96  (feet)  COMP
 TF1634  MODELED GRAV-     980,817.6   (mgal)                       NAVD 88
 TF1634
 TF1634  VERT ORDER  -  SECOND    CLASS 0
 TF1634
 TF1634.The horizontal coordinates were scaled from a topographic map and have
 TF1634.an estimated accuracy of +/- 6 seconds.
 TF1634
 TF1634.The orthometric height was determined by differential leveling
 TF1634.and adjusted by the National Geodetic Survey in June 1991..
 TF1634
 TF1634.The geoid height was determined by GEOID03.
 TF1634
 TF1634.The dynamic height is computed by dividing the NAVD 88
 TF1634.geopotential number by the normal gravity value computed on the
 TF1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1634.degrees latitude (g = 980.6199 gals.).
 TF1634
 TF1634.The modeled gravity was interpolated from observed gravity values.
 TF1634
 TF1634;                    North         East    Units  Estimated Accuracy
 TF1634;SPC ND N     -   198,550.      501,830.      MT  (+/- 180 meters Scaled)
 TF1634
 TF1634                          SUPERSEDED SURVEY CONTROL
 TF1634
 TF1634  NGVD 29 (??/??/92)  557.882  (m)         1830.32   (f) ADJ UNCH    2 0
 TF1634
 TF1634.Superseded values are not recommended for survey control.
 TF1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1634.See file dsdata.txt to determine how the superseded data were derived.
 TF1634
 TF1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV916066(NAD 83)
 TF1634_MARKER: DR = REFERENCE MARK DISK
 TF1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1634_STAMPING: MOUSE NO 2 1963
 TF1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1634+STABILITY: SURFACE MOTION
 TF1634
 TF1634  HISTORY     - Date     Condition        Report By
 TF1634  HISTORY     - 1963     MONUMENTED       CGS
 TF1634
 TF1634                          STATION DESCRIPTION
 TF1634
 TF1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1634'4.2 MI N FROM TOLLEY.
 TF1634'ABOUT 0.25 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1634'TOLLEY, THENCE 3.95 MILES NORTH ALONG COUNTY ROAD 3, 0.5 MILES
 TF1634'NORTHWEST OF THE JUNCTION WITH THE MOUSE RIVER PARK ROAD, 0.1 MILES
 TF1634'SOUTHWEST OF A LONG CURVE IN THE ROAD, 71 FEET SOUTHWEST OF THE
 TF1634'SOUTHWEST CORNER OF A SCHOOLHOUSE, 49.6 FEET WEST OF MOUSE 1963, 24
 TF1634'1/2 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 2 FEET
 TF1634'SOUTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1634'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1144 ***********************************************************************
 SM1144  DESIGNATION -  MUD
 SM1144  PID         -  SM1144
 SM1144  STATE/COUNTY-  ND/STUTSMAN
 SM1144  USGS QUAD   -  JIM LAKE (1990)
 SM1144
 SM1144                         *CURRENT SURVEY CONTROL
 SM1144  ___________________________________________________________________
 SM1144* NAD 83(1996)-  47 13 04.96255(N)    098 50 10.84285(W)     ADJUSTED  
 SM1144* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 SM1144  ___________________________________________________________________
 SM1144  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 SM1144  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SM1144
 SM1144  HORZ ORDER  -  FIRST
 SM1144
 SM1144.The horizontal coordinates were established by classical geodetic methods
 SM1144.and adjusted by the National Geodetic Survey in January 1998..
 SM1144
 SM1144.The orthometric height was scaled from a topographic map.
 SM1144
 SM1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1144
 SM1144.The geoid height was determined by GEOID03.
 SM1144
 SM1144;                    North         East     Units Scale Factor Converg.
 SM1144;SPC ND S     -   173,783.637   726,000.557   MT  0.99995822   +1 12 48.4
 SM1144;SPC ND S     -   570,156.29  2,381,891.59   iFT  0.99995822   +1 12 48.4
 SM1144;SPC ND N     -    25,604.078   726,011.644   MT  1.00004926   +1 14 16.7
 SM1144;SPC ND N     -    84,002.88  2,381,927.97   iFT  1.00004926   +1 14 16.7
 SM1144;UTM  14      - 5,229,408.129   512,391.239   MT  0.99960189   +0 07 12.4
 SM1144
 SM1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1144!SPC ND S     -   0.99992862  x   0.99995822  =   0.99988684
 SM1144!SPC ND N     -   0.99992862  x   1.00004926  =   0.99997788
 SM1144!UTM  14      -   0.99992862  x   0.99960189  =   0.99953054
 SM1144
 SM1144:                Primary Azimuth Mark                     Grid Az
 SM1144:SPC ND S     -  KENSAL STACK                             037 31 50.6
 SM1144:SPC ND N     -  KENSAL STACK                             037 30 22.3
 SM1144:UTM  14      -  KENSAL STACK                             038 37 26.6
 SM1144
 SM1144|---------------------------------------------------------------------|
 SM1144| PID    Reference Object                     Distance      Geod. Az  |
 SM1144|                                                           dddmmss.s |
 SM1144| SM1133 KENSAL STACK                        APPROX.11.5 KM 0384439.0 |
 SM1144| SM1134 KENSAL ST JOHNS CATH CH CROSS       APPROX.12.2 KM 0400941.2 |
 SM1144| CO6466 MUD AZ MK                                          1305533.8 |
 SM1144| CO6467 MUD RM 1                             32.748 METERS 23705     |
 SM1144| CO6468 MUD RM 2                             34.054 METERS 33430     |
 SM1144|---------------------------------------------------------------------|
 SM1144
 SM1144                          SUPERSEDED SURVEY CONTROL
 SM1144
 SM1144  NAD 83(1986)-  47 13 04.96447(N)    098 50 10.83773(W) AD(       ) 1
 SM1144  NAD 27      -  47 13 04.97800(N)    098 50 09.44800(W) AD(       ) 1
 SM1144
 SM1144.Superseded values are not recommended for survey control.
 SM1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1144.See file dsdata.txt to determine how the superseded data were derived.
 SM1144
 SM1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT1239129408(NAD 83)
 SM1144_MARKER: DS = TRIANGULATION STATION DISK
 SM1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1144_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SM1144
 SM1144  HISTORY     - Date     Condition        Report By
 SM1144  HISTORY     - 1934     MONUMENTED       CGS
 SM1144  HISTORY     - 1960     GOOD             CGS
 SM1144
 SM1144                          STATION DESCRIPTION
 SM1144
 SM1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 SM1144'STATION IS ABOUT 5 MILES NE OF PINGREE AND 6.5 MILES ESE
 SM1144'OF EDMUNDS, IN THE MIDDLE OF SEC. 7, T 143 N, R 64 W, ON
 SM1144'PROPERTY OWNED BY MR. GUNTER.  IT IS 168 FEET S OF THE E-W
 SM1144'FENCE LINE ATOP PROMINENT ROCK-COVERED KNOLL DUE N OF MR. GUNTERS
 SM1144'FARMHOUSE.
 SM1144'
 SM1144'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SM1144'BRONZE DISKS SET IN CONCRETE.
 SM1144'
 SM1144'REFERENCE MARK NO. 1 IS SW OF STATION.
 SM1144'
 SM1144'REFERENCE MARK NO. 2 IS NW OF STATION, 66 FEET S OF E-W FENCE
 SM1144'LINE.
 SM1144'
 SM1144'AZIMUTH MARK IS SE OF STATION, 27 FEET W OF CENTER LINE OF
 SM1144'N-S DIRT ROAD.  REACHED FROM MR. GUNTERS HOUSE BY FOLLOWING
 SM1144'E-W HIGHWAY E FOR 0.5 MILE, THENCE N FOR 0.1 MILE TO MARK ON
 SM1144'LEFT.
 SM1144'
 SM1144'STATION IS REACHED FROM PINGREE BY FOLLOWING U.S. HIGHWAY
 SM1144'281 FOR 0.3 MILE N, THENCE RIGHT (E) AT FILLING STATION FOR
 SM1144'0.8 MILE TO CROSSROADS AND SECTION CORNER, GO LEFT (N) ON
 SM1144'GRADED DIRT ROAD FOR 1.0 MILE TO CROSS ROAD AND SECTION
 SM1144'CORNER, TURN RIGHT (E) ON DIRT ROAD AND GO 1.0 MILE TO CROSSROADS
 SM1144'AND SECTION CORNER.  TURN LEFT (N) AND GO 1.0 MILE ON DIRT
 SM1144'ROAD TO SECTION CORNER, GO RIGHT (NE) ON MAIN ROAD FOR 0.4
 SM1144'MILE.  CONTINUE ON THE MAIN LEFT FORK FOR 0.3 MILE TO OLD
 SM1144'WOODEN BRIDGE, CONTINUE ACROSS BRIDGE AND GO 0.55 MILE TO
 SM1144'T-ROAD, GO LEFT (N) ON PRAIRIE ROAD FOR 0.65 MILE TO
 SM1144'CROSSROADS AND SECTION CORNER.  TURN RIGHT (E) ON PRAIRIE ROAD
 SM1144'AND GO 0.5 MILE.  TURN LEFT (N) AND ENTER MR. GUNTERS
 SM1144'FARMYARD.  CONTINUE ON DIM FIELD ROAD TO LEFT OF MR.
 SM1144'GUNTERS HOUSE ABOUT 1/4 MILE TO N TO HIGH KNOB AND
 SM1144'STATION.
 SM1144'
 SM1144'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 SM1144
 SM1144                          STATION RECOVERY (1960)
 SM1144
 SM1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1144'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1144'CONDITION.
 SM1144'
 SM1144'THE AZIMUTH MARK WAS RECOVERED ON THE WEST SIDE OF AN OLD
 SM1144'SECTION-LINE ROAD, 0.1 MILE NORTH OF THE MAIN ROAD, 6 FEET
 SM1144'WEST OF A FENCE LINE AND IN A ROCK PILE.
 SM1144'
 SM1144'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 SM1144'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1886 ***********************************************************************
 TG1886  DESIGNATION -  MUD
 TG1886  PID         -  TG1886
 TG1886  STATE/COUNTY-  ND/WILLIAMS
 TG1886  USGS QUAD   -  WILLISTON WEST (1976)
 TG1886
 TG1886                         *CURRENT SURVEY CONTROL
 TG1886  ___________________________________________________________________
 TG1886* NAD 83(1996)-  48 12 58.64156(N)    103 37 33.22191(W)     ADJUSTED  
 TG1886* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 TG1886  ___________________________________________________________________
 TG1886  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TG1886  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG1886
 TG1886  HORZ ORDER  -  SECOND
 TG1886
 TG1886.The horizontal coordinates were established by classical geodetic methods
 TG1886.and adjusted by the National Geodetic Survey in January 1998..
 TG1886
 TG1886.The orthometric height was scaled from a topographic map.
 TG1886
 TG1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1886
 TG1886.The geoid height was determined by GEOID03.
 TG1886
 TG1886;                    North         East     Units Scale Factor Converg.
 TG1886;SPC ND N     -   139,943.184   367,783.800   MT  0.99993847   -2 19 33.9
 TG1886;SPC ND N     -   459,131.18  1,206,639.76   iFT  0.99993847   -2 19 33.9
 TG1886;UTM  13      - 5,341,253.099   602,071.788   MT  0.99972801   +1 01 29.0
 TG1886
 TG1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1886!SPC ND N     -   0.99990436  x   0.99993847  =   0.99984284
 TG1886!UTM  13      -   0.99990436  x   0.99972801  =   0.99963240
 TG1886
 TG1886:                Primary Azimuth Mark                     Grid Az
 TG1886:SPC ND N     -  MUD AZ MK                                002 28 19.8
 TG1886:UTM  13      -  MUD AZ MK                                359 07 16.9
 TG1886
 TG1886|---------------------------------------------------------------------|
 TG1886| PID    Reference Object                     Distance      Geod. Az  |
 TG1886|                                                           dddmmss.s |
 TG1886| CQ8637 MUD AZ MK                                          0000845.9 |
 TG1886| CQ8638 MUD RM 1                              3.935 METERS 06947     |
 TG1886| CQ8639 MUD RM 2                              6.790 METERS 14744     |
 TG1886| TG1883 WILLISTON GREAT N RR PWR STACK      APPROX. 8.0 KM 1801012.4 |
 TG1886| TG1884 WILLISTON MUNICIPAL TANK            APPROX. 7.3 KM 1843024.4 |
 TG1886|---------------------------------------------------------------------|
 TG1886
 TG1886                          SUPERSEDED SURVEY CONTROL
 TG1886
 TG1886  NAD 83(1986)-  48 12 58.64059(N)    103 37 33.21824(W) AD(       ) 2
 TG1886  NAD 27      -  48 12 58.55700(N)    103 37 31.51400(W) AD(       ) 2
 TG1886
 TG1886.Superseded values are not recommended for survey control.
 TG1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1886.See file dsdata.txt to determine how the superseded data were derived.
 TG1886
 TG1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0207241253(NAD 83)
 TG1886_MARKER: DS = TRIANGULATION STATION DISK
 TG1886_SETTING: 0 = UNSPECIFIED SETTING
 TG1886
 TG1886  HISTORY     - Date     Condition        Report By
 TG1886  HISTORY     - 1945     MONUMENTED       CGS
 TG1886  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TG1886
 TG1886                          STATION DESCRIPTION
 TG1886
 TG1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 TG1886'STATION IS LOCATED ON THE W SIDE OF U.S. HIGHWAY 2 AND 85,
 TG1886'4.8 MILES N OF THE POST OFFICE IN WILLISTON, AND ON LAND OWNED
 TG1886'BY A.C. LIVEDAHL.  IT IS 57 FEET W OF THE APPROXIMATE CENTER
 TG1886'OF THE HIGHWAY, 12.6 FEET W OF A STANDARD WITNESS POST AND W
 TG1886'RIGHT-OF-WAY FENCE, AND ABOUT 60 YARDS E OF THE HOUSE.  THE
 TG1886'DISK IS STAMPED MUD 1945 AND PROJECTS ABOUT 4 INCHES.
 TG1886'
 TG1886'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A CONCRETE
 TG1886'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 TG1886'
 TG1886'REFERENCE MARK 1 IS 12.91 FEET ENE OF THE STATION, IN THE W
 TG1886'RIGHT-OF-WAY FENCE LINE, 44.5 FEET W OF THE APPROXIMATE CENTER
 TG1886'OF THE HIGHWAY, AND 9 FEET S OF THE WITNESS POST.  THE DISK IS
 TG1886'STAMPED MUD NO 1 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A
 TG1886'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1886'
 TG1886'REFERENCE MARK 2 IS 22.28 FEET SE OF THE STATION, IN THE W
 TG1886'RIGHT-OF-WAY FENCE LINE, 44.5 FEET W OF THE APPROXIMATE CENTER
 TG1886'OF THE ROAD, AND 14.5 FEET N OF A WITNESS POST.  THE DISK IS
 TG1886'STAMPED MUD NO 2 1945 AND PROJECTS ABOUT 4 INCHES.  IT IS A
 TG1886'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.
 TG1886'
 TG1886'AZIMUTH MARK IS 1.4 MILES N OF THE STATION, ON THE W SIDE OF
 TG1886'U.S. HIGHWAYS 2 AND 85, 35 FEET W OF THE APPROXIMATE CENTER OF
 TG1886'THE ROAD, 3.5 FEET S OF A STANDARD WITNESS POST, AND 3 FEET
 TG1886'W OF THE FENCE.  THE DISK IS STAMPED MUD 1945 AND PROJECTS 4
 TG1886'INCHES.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 TG1886'POST.
 TG1886'
 TG1886'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 TG1886
 TG1886                          STATION RECOVERY (1955)
 TG1886
 TG1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 TG1886'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 TG1886'IN GOOD CONDITION, EXCEPT THE LINE OF SIGHT TO THE AZIMUTH MARK
 TG1886'WAS OBSTRUCTED.  ROAD CONSTRUCTION ON U.S. HIGHWAYS 2 AND
 TG1886'85 WILL DESTROY ALL THE MARKS.  THEY WERE MOVED AT THE REQUEST OF
 TG1886'THE NORTH DAKOTA STATE HIGHWAY COMMISSION, AND A NEW STATION,
 TG1886'MUD 2, WAS ESTABLISHED.  FOR DETAILS, SEE DESCRIPTION OF MUD 2
 TG1886'1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1885 ***********************************************************************
 TG1885  DESIGNATION -  MUD 2
 TG1885  PID         -  TG1885
 TG1885  STATE/COUNTY-  ND/WILLIAMS
 TG1885  USGS QUAD   -  WILLISTON WEST (1976)
 TG1885
 TG1885                         *CURRENT SURVEY CONTROL
 TG1885  ___________________________________________________________________
 TG1885* NAD 83(1996)-  48 12 58.60460(N)    103 37 33.91983(W)     ADJUSTED  
 TG1885* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 TG1885  ___________________________________________________________________
 TG1885  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TG1885  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 TG1885
 TG1885  HORZ ORDER  -  THIRD
 TG1885
 TG1885.The horizontal coordinates were established by classical geodetic methods
 TG1885.and adjusted by the National Geodetic Survey in January 1998..
 TG1885.No horizontal observational check was made to the station.
 TG1885
 TG1885.The orthometric height was scaled from a topographic map.
 TG1885
 TG1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1885
 TG1885.The geoid height was determined by GEOID03.
 TG1885
 TG1885;                    North         East     Units Scale Factor Converg.
 TG1885;SPC ND N     -   139,942.628   367,769.360   MT  0.99993847   -2 19 34.4
 TG1885;SPC ND N     -   459,129.36  1,206,592.39   iFT  0.99993847   -2 19 34.4
 TG1885;UTM  13      - 5,341,251.700   602,057.408   MT  0.99972798   +1 01 28.4
 TG1885
 TG1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1885!SPC ND N     -   0.99990436  x   0.99993847  =   0.99984284
 TG1885!UTM  13      -   0.99990436  x   0.99972798  =   0.99963237
 TG1885
 TG1885|---------------------------------------------------------------------|
 TG1885| PID    Reference Object                     Distance      Geod. Az  |
 TG1885|                                                           dddmmss.s |
 TG1885| CQ8640 MUD 2 RM 3                           16.813 METERS 00614     |
 TG1885| TG1886 MUD                                  14.452 METERS 08528     |
 TG1885| TG1883 WILLISTON GREAT N RR PWR STACK      APPROX. 8.0 KM 1800401.9 |
 TG1885| TG1884 WILLISTON MUNICIPAL TANK            APPROX. 7.3 KM 1842342.9 |
 TG1885| CQ8641 MUD 2 RM 4                            9.049 METERS 27221     |
 TG1885|---------------------------------------------------------------------|
 TG1885
 TG1885                          SUPERSEDED SURVEY CONTROL
 TG1885
 TG1885  NAD 83(1986)-  48 12 58.60362(N)    103 37 33.91616(W) AD(       ) 3
 TG1885  NAD 27      -  48 12 58.52000(N)    103 37 32.21200(W) AD(       ) 3
 TG1885
 TG1885.Superseded values are not recommended for survey control.
 TG1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1885.See file dsdata.txt to determine how the superseded data were derived.
 TG1885
 TG1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0205741252(NAD 83)
 TG1885_MARKER: DS = TRIANGULATION STATION DISK
 TG1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1885
 TG1885  HISTORY     - Date     Condition        Report By
 TG1885  HISTORY     - 1955     MONUMENTED       CGS
 TG1885  HISTORY     - 1965     GOOD             CGS
 TG1885  HISTORY     - 1968     GOOD             CGS
 TG1885
 TG1885                          STATION DESCRIPTION
 TG1885
 TG1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 TG1885'STATION IS LOCATED ABOUT 5 MI. N OF WILLISTON, ON THE W SIDE OF
 TG1885'U.S. HIGHWAYS 2 AND 85, 162 FT. N-NE OF THE NE CORNER OF THE
 TG1885'BLACK GOLD MOTEL, 155 FT. W OF THE CENTERLINE OF U.S. HIGHWAYS 2
 TG1885'AND 85, 4 FT. W OF A LAMPPOST, AND 2 FT. N OF A SIGN KITCHEN
 TG1885'UNITS.  THE MARK PROJECTS 2 IN., AND THE DISK IS STAMPED MUD 2 1955
 TG1885'
 TG1885'REFERENCE MARK 3 IS 153 FT. W OF THE CENTERLINE OF U.S. HIGHWAYS
 TG1885'2 AND 85, AND 130 FT. E OF THE SE CORNER OF A FARMHOUSE.  THE
 TG1885'MARK PROJECTS 2 IN., AND THE DISK IS STAMPED MUD 2 NO 3 1955
 TG1885'
 TG1885'REFERENCE MARK 4 IS 43 FT. SE OF A POWER POLE, AND 2 FT. N OF THE
 TG1885'E END OF A HEDGEROW.  THE MARK PROJECTS 6 IN., AND THE DISK IS
 TG1885'STAMPED MUD 2 NO 4 1955.
 TG1885'
 TG1885'NO AZIMUTH MARK WAS ESTABLISHED.
 TG1885'
 TG1885'TO REACH THE STATION FROM THE POST OFFICE IN WILLISTON, GO N ON
 TG1885'U.S. HIGHWAYS 2 AND 85 FOR 4.8 MI. TO THE BLACK GOLD MOTEL
 TG1885'ON THE LEFT AND THE STATION AS DESCRIBED.
 TG1885'
 TG1885'HEIGHT OF LIGHT ABOVE STATION MARK - 1 M.
 TG1885
 TG1885                          STATION RECOVERY (1965)
 TG1885
 TG1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 TG1885'RECOVERED AS DESCRIBED.  THE MARK WAS FOUND TO BE IN GOOD
 TG1885'CONDITION.
 TG1885
 TG1885                          STATION RECOVERY (1968)
 TG1885
 TG1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 TG1885'STATION RECOVERED AS DESCRIBED IN 1955 DESCRIPTION AND ALL
 TG1885'MARKS FOUND IN GOOD CONDITION.  THE 1955 DESCRIPTION IS ADEQUATE
 TG1885'FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0619 ***********************************************************************
 RQ0619  DESIGNATION -  MUD LAKE
 RQ0619  PID         -  RQ0619
 RQ0619  STATE/COUNTY-  ND/STUTSMAN
 RQ0619  USGS QUAD   -  ECKELSON SW (1970)
 RQ0619
 RQ0619                         *CURRENT SURVEY CONTROL
 RQ0619  ___________________________________________________________________
 RQ0619* NAD 83(1996)-  46 50 02.85783(N)    098 26 25.66247(W)     ADJUSTED  
 RQ0619* NAVD 88     -       460.4    (meters)    1510.     (feet)  VERTCON   
 RQ0619  ___________________________________________________________________
 RQ0619  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 RQ0619  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 RQ0619
 RQ0619  HORZ ORDER  -  FIRST
 RQ0619
 RQ0619.The horizontal coordinates were established by classical geodetic methods
 RQ0619.and adjusted by the National Geodetic Survey in January 1998..
 RQ0619
 RQ0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0619
 RQ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0619
 RQ0619.The geoid height was determined by GEOID03.
 RQ0619
 RQ0619;                    North         East     Units Scale Factor Converg.
 RQ0619;SPC ND S     -   131,830.581   757,096.269   MT  0.99993585   +1 30 07.9
 RQ0619;SPC ND S     -   432,515.03  2,483,911.64   iFT  0.99993585   +1 30 07.9
 RQ0619;UTM  14      - 5,186,883.505   542,670.644   MT  0.99962238   +0 24 29.2
 RQ0619
 RQ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0619!SPC ND S     -   0.99993170  x   0.99993585  =   0.99986755
 RQ0619!UTM  14      -   0.99993170  x   0.99962238  =   0.99955411
 RQ0619
 RQ0619|---------------------------------------------------------------------|
 RQ0619| PID    Reference Object                     Distance      Geod. Az  |
 RQ0619|                                                           dddmmss.s |
 RQ0619| RQ0620 MUD LAKE RM A                        25.205 METERS 05332     |
 RQ0619| RQ0618 URBANA ATT MICROWAVE TOWER          APPROX. 5.1 KM 0833855.6 |
 RQ0619| CO6472 MUD LAKE AZ MK                                     0870503.4 |
 RQ0619| CO6473 MUD LAKE RM 1                        21.545 METERS 09200     |
 RQ0619| CO6474 MUD LAKE RM 2                        18.890 METERS 33025     |
 RQ0619|---------------------------------------------------------------------|
 RQ0619
 RQ0619                          SUPERSEDED SURVEY CONTROL
 RQ0619
 RQ0619  NAD 83(1986)-  46 50 02.86201(N)    098 26 25.65294(W) AD(       ) 1
 RQ0619  NAD 27      -  46 50 02.92200(N)    098 26 24.33500(W) AD(       ) 1
 RQ0619  NGVD 29 (07/19/86)  460.0    (m)         1509.     (f) VERT ANG       
 RQ0619
 RQ0619.Superseded values are not recommended for survey control.
 RQ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0619.See file dsdata.txt to determine how the superseded data were derived.
 RQ0619
 RQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4267186884(NAD 83)
 RQ0619_MARKER: DS = TRIANGULATION STATION DISK
 RQ0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0619_STAMPING: MUD LAKE 1954
 RQ0619_MARK LOGO: CGS   
 RQ0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0619+STABILITY: SURFACE MOTION
 RQ0619
 RQ0619  HISTORY     - Date     Condition        Report By
 RQ0619  HISTORY     - 1954     MONUMENTED       CGS
 RQ0619  HISTORY     - 1961     GOOD             CGS
 RQ0619  HISTORY     - 1967     GOOD             CGS
 RQ0619  HISTORY     - 19950501 GOOD             NDHD
 RQ0619
 RQ0619                          STATION DESCRIPTION
 RQ0619
 RQ0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0619'THE STATION IS ABOUT 7.5 MILES SOUTH AND 2.5 MILES EAST OF
 RQ0619'SPIRITWOOD, ABOUT 6 MILES EAST AND 3.5 MILES NORTH OF YPSILANTI
 RQ0619'AND JUST WEST OF THE STUTSMAN-BARNES COUNTY LINE.  IT IS ON
 RQ0619'THE SOUTH RIGHT-OF-WAY OF A SECTION-LINE ROAD.
 RQ0619'
 RQ0619'TO REACH FROM URBANA (A SMALL COMMUNITY ON U.S. HIGHWAY 10 AND
 RQ0619'52), FROM STORE AND TEXACO SERVICE STATION, GO WEST ON U.S.
 RQ0619'HIGHWAY 10 AND 52 FOR 0.2 MILE TO CROSSROADS, TURN LEFT AND
 RQ0619'GO SOUTH ON GRAVEL ROAD FOR 7 MILES TO CROSSROADS, TURN RIGHT
 RQ0619'AND GO WEST FOR 1 MILE TO CROSSROADS AT SECTION CORNER.  CONTINUE
 RQ0619'WEST FOR 0.1 MILE TO STATION ON LEFT.
 RQ0619'
 RQ0619'THE STATION MARK, 0.2 MILE WEST OF A DRIVEWAY, 20 FEET EAST OF
 RQ0619'A SMALL ROCK PILE, 6 FEET NORTH OF A CULTIVATED FIELD, 4 FEET
 RQ0619'NORTHEAST OF A WITNESS POST AND ON THE HIGHEST POINT OF A SMALL
 RQ0619'HILL, PROJECTS 3 INCHES AND THE DISK IS STAMPED MUD LAKE 1954.
 RQ0619'
 RQ0619'REFERENCE MARK NO. 1, EAST OF AND APPROXIMATELY LEVEL WITH THE
 RQ0619'STATION, IS ON THE SOUTH EDGE OF ROAD RIGHT-OF-WAY AND ON THE
 RQ0619'NORTH EDGE OF A CULTIVATED FIELD, AND PROJECTS 2 INCHES.  THE
 RQ0619'DISK IS STAMPED MUD LAKE NO 1 1954.
 RQ0619'
 RQ0619'REFERENCE MARK NO. 2, NORTH OF AND APPROXIMATELY 1 FOOT LOWER
 RQ0619'THAN THE STATION, PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF
 RQ0619'THE SOUTH EDGE OF A CULTIVATED FIELD AND ON THE NORTH EDGE
 RQ0619'OF THE ROAD RIGHT-OF-WAY.  THE DISK IS STAMPED MUD LAKE NO 2
 RQ0619'1954.
 RQ0619'
 RQ0619'THE AZIMUTH MARK, APPROXIMATELY 0.6 MILE EAST, IS 89 FEET NORTH
 RQ0619'OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF THE FIRST POWER
 RQ0619'POLE NORTH OF A T-INTERSECTION OF THE POWER LINES, 2 FEET
 RQ0619'SOUTHWEST OF A WITNESS POST AND APPROXIMATELY 0.5 MILE WEST
 RQ0619'OF A CROSSROAD, AND PROJECTS 6 INCHES.  THE DISK IS STAMPED
 RQ0619'MUD LAKE 1954.
 RQ0619'
 RQ0619'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RQ0619
 RQ0619                          STATION RECOVERY (1961)
 RQ0619
 RQ0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 RQ0619'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RQ0619'CONDITION.
 RQ0619'
 RQ0619'TO REACH THIS STATION FROM THE URBANA INTERCHANGE ON INTERSTATE
 RQ0619'94, 3 MILES SOUTH OF URBANA, GO SOUTH ON GRAVEL ROAD FOR 4.1
 RQ0619'MILES TO CROSSROADS, TURN RIGHT AND GO WEST FOR 0.5 MILE TO THE
 RQ0619'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.6 MILE TO THE
 RQ0619'STATION ON THE LEFT AS ORIGINALLY DESCRIBED.
 RQ0619
 RQ0619                          STATION RECOVERY (1967)
 RQ0619
 RQ0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RQ0619'STATION LOCATION IS ADEQUATE.  ALL MARKS WERE RECOVERED IN GOOD
 RQ0619'CONDITION.  A SLIGHT DIFFERENCE IN MEASUREMENT TO REFERENCE MARK
 RQ0619'NUMBER 2 WAS NOTED.  A NEW TO REACH AND DESCRIPTION OF STATION
 RQ0619'MARK FOLLOWS.
 RQ0619'
 RQ0619'TO REACH STATION FROM THE URBANA EXIT OF INTERSTATE HIGHWAY 94, GO
 RQ0619'SOUTH ON A GRAVELED ROAD FOR 3.8 MILES TO A CROSSROAD.  TURN RIGHT
 RQ0619'AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT,
 RQ0619'NORTH SIDE OF ROAD.  CONTINUE WEST ON GRAVELED ROAD FOR 0.5 MILE
 RQ0619'TO A DIM CROSSROAD.  CONTINUE WEST ON A TRACK ROAD FOR 0.1 MILE TO
 RQ0619'STATION AS DESCRIBED.
 RQ0619'
 RQ0619'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 RQ0619'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 RQ0619'STAMPED MUD LAKE 1954.  IT IS 30 FEET SOUTH OF THE TRACK ROAD, 20
 RQ0619'FEET EAST OF A SMALL ROCK PILE AND 5.6 FEET NORTHEAST OF A WOOD
 RQ0619'WITNESS POST.
 RQ0619'
 RQ0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 RQ0619'SOUTH-SOUTHEAST OF SPIRITWOOD.
 RQ0619'
 RQ0619'HEIGHT OF LIGHT ABOVE PLATE STATION MARK 72.5 FEET.
 RQ0619
 RQ0619                          STATION RECOVERY (1995)
 RQ0619
 RQ0619'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995 (SP)
 RQ0619'THE STATION MARK WAS FOUND IN GOOD CONDITION AND USED FOR A
 RQ0619'PRELIMINARY SURVEY FOR HIGHWAY IMPROVEMENTS.  THE 1967 DESCRIPTION IS
 RQ0619'ADEQUATE TO REACH THE MARK, EXCEPT FOR THE FOLLOWING CHANGES.  THE
 RQ0619'STATION MARK, RM1 AND THE AZIMUTH MARK WERE ALL RECOVERED.  SET AN
 RQ0619'IRON REBAR NEXT TO EACH MONUMENT FOR MAGNETIC LOCATION.  RM2 WAS NOT
 RQ0619'FOUND AND APPEARS TO BE DESTROYED DUE TO THE CULTIVATION OF THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0620 ***********************************************************************
 RQ0620  DESIGNATION -  MUD LAKE RM A
 RQ0620  PID         -  RQ0620
 RQ0620  STATE/COUNTY-  ND/STUTSMAN
 RQ0620  USGS QUAD   -  ECKELSON SW (1970)
 RQ0620
 RQ0620                         *CURRENT SURVEY CONTROL
 RQ0620  ___________________________________________________________________
 RQ0620* NAD 83(1996)-  46 50 03.34297(N)    098 26 24.70597(W)     ADJUSTED  
 RQ0620* NAVD 88     -       460.4    (meters)    1510.     (feet)  VERTCON   
 RQ0620  ___________________________________________________________________
 RQ0620  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 RQ0620  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 RQ0620
 RQ0620  HORZ ORDER  -  FIRST
 RQ0620
 RQ0620.The horizontal coordinates were established by classical geodetic methods
 RQ0620.and adjusted by the National Geodetic Survey in January 1998..
 RQ0620
 RQ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0620
 RQ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0620
 RQ0620.The geoid height was determined by GEOID03.
 RQ0620
 RQ0620;                    North         East     Units Scale Factor Converg.
 RQ0620;SPC ND S     -   131,846.088   757,116.138   MT  0.99993585   +1 30 08.6
 RQ0620;SPC ND S     -   432,565.91  2,483,976.83   iFT  0.99993585   +1 30 08.6
 RQ0620;UTM  14      - 5,186,898.625   542,690.799   MT  0.99962240   +0 24 29.9
 RQ0620
 RQ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0620!SPC ND S     -   0.99993170  x   0.99993585  =   0.99986755
 RQ0620!UTM  14      -   0.99993170  x   0.99962240  =   0.99955413
 RQ0620
 RQ0620:                Primary Azimuth Mark                     Grid Az
 RQ0620:SPC ND S     -  URBANA ATT MICROWAVE TOWER               082 17 25.7
 RQ0620:UTM  14      -  URBANA ATT MICROWAVE TOWER               083 23 04.4
 RQ0620
 RQ0620|---------------------------------------------------------------------|
 RQ0620| PID    Reference Object                     Distance      Geod. Az  |
 RQ0620|                                                           dddmmss.s |
 RQ0620| RQ0618 URBANA ATT MICROWAVE TOWER          APPROX. 5.0 KM 0834734.3 |
 RQ0620| RQ0616 SVEA                                APPROX.16.0 KM 1254404.9 |
 RQ0620| RQ0619 MUD LAKE                             25.205 METERS 23332     |
 RQ0620| RQ0691 JAMESTOWN KXJB MICROWAVE MAST       APPROX.15.8 KM 3045602.2 |
 RQ0620| RQ0689 SPIRITWOOD KFWR MICROWAVE TWR       APPROX.12.4 KM 3354638.1 |
 RQ0620| RQ0621 SPIRITWOOD NPRR MICROWAVE MAST      APPROX.11.6 KM 3435027.4 |
 RQ0620|---------------------------------------------------------------------|
 RQ0620
 RQ0620                          SUPERSEDED SURVEY CONTROL
 RQ0620
 RQ0620  NAD 83(1986)-  46 50 03.34717(N)    098 26 24.69640(W) AD(       ) 1
 RQ0620  NAD 27      -  46 50 03.40708(N)    098 26 23.37846(W) AD(       ) 1
 RQ0620  NGVD 29 (07/19/86)  460.0    (m)         1509.     (f) VERT ANG       
 RQ0620
 RQ0620.Superseded values are not recommended for survey control.
 RQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0620.See file dsdata.txt to determine how the superseded data were derived.
 RQ0620
 RQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS4269186899(NAD 83)
 RQ0620_MARKER: DS = TRIANGULATION STATION DISK
 RQ0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0620+STABILITY: SURFACE MOTION
 RQ0620
 RQ0620  HISTORY     - Date     Condition        Report By
 RQ0620  HISTORY     - 1967     MONUMENTED       CGS
 RQ0620
 RQ0620                          STATION DESCRIPTION
 RQ0620
 RQ0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RQ0620'STATION IS LOCATED AT THE SAME LOCATION AND ON SAME PROPERTY
 RQ0620'AS TRIANGULATION STATION MUD LAKE 1954.
 RQ0620'
 RQ0620'STATION IS A STANDARD TRIANGULATION STATION MARK DISK,
 RQ0620'STAMPED MUD LAKE RM A 1967, SET IN THE TOP OF A ROUND
 RQ0620'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 RQ0620'GROUND.  MARK IS 21 FEET NORTH OF THE CENTER OF A FIELD
 RQ0620'ROAD AND ABOUT 0.05 MILE WEST OF A NORTH-SOUTH FIELD ROAD AND
 RQ0620'FENCELINE.
 RQ0620'
 RQ0620'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MUD
 RQ0620'LAKE 1954.  MUD LAKE 1954 IS SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1915 ***********************************************************************
 TG1915  DESIGNATION -  MUDDY
 TG1915  PID         -  TG1915
 TG1915  STATE/COUNTY-  ND/DIVIDE
 TG1915  USGS QUAD   -  SMOKY BUTTE (1948)
 TG1915
 TG1915                         *CURRENT SURVEY CONTROL
 TG1915  ___________________________________________________________________
 TG1915* NAD 83(1996)-  48 40 26.80769(N)    103 33 44.77266(W)     ADJUSTED  
 TG1915* NAVD 88     -       678.0    (meters)    2224.     (feet)  VERTCON   
 TG1915  ___________________________________________________________________
 TG1915  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 TG1915  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 TG1915
 TG1915  HORZ ORDER  -  FIRST
 TG1915
 TG1915.The horizontal coordinates were established by classical geodetic methods
 TG1915.and adjusted by the National Geodetic Survey in January 1998..
 TG1915
 TG1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1915
 TG1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1915
 TG1915.The geoid height was determined by GEOID03.
 TG1915
 TG1915;                    North         East     Units Scale Factor Converg.
 TG1915;SPC ND N     -   190,620.907   374,519.699   MT  0.99998880   -2 16 43.9
 TG1915;SPC ND N     -   625,396.68  1,228,739.17   iFT  0.99998880   -2 16 43.9
 TG1915;UTM  13      - 5,392,226.642   605,829.865   MT  0.99973760   +1 04 46.8
 TG1915
 TG1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1915!SPC ND N     -   0.99989666  x   0.99998880  =   0.99988546
 TG1915!UTM  13      -   0.99989666  x   0.99973760  =   0.99963429
 TG1915
 TG1915|---------------------------------------------------------------------|
 TG1915| PID    Reference Object                     Distance      Geod. Az  |
 TG1915|                                                           dddmmss.s |
 TG1915| CQ8643 MUDDY RM DRILL HOLE                   2.990 METERS 02155     |
 TG1915| CQ8642 MUDDY RM 1                           17.490 METERS 16030     |
 TG1915| CQ8644 MUDDY RM 2                           10.350 METERS 22316     |
 TG1915| TG1913 STADY                               APPROX.14.2 KM 3340825.6 |
 TG1915|---------------------------------------------------------------------|
 TG1915
 TG1915                          SUPERSEDED SURVEY CONTROL
 TG1915
 TG1915  NAD 83(1986)-  48 40 26.80658(N)    103 33 44.76360(W) AD(       ) 1
 TG1915  NAD 27      -  48 40 26.69800(N)    103 33 43.06900(W) AD(       ) 1
 TG1915  NGVD 29 (07/19/86)  677.5    (m)         2223.     (f) VERT ANG       
 TG1915
 TG1915.Superseded values are not recommended for survey control.
 TG1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1915.See file dsdata.txt to determine how the superseded data were derived.
 TG1915
 TG1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP0583092227(NAD 83)
 TG1915_MARKER: DS = TRIANGULATION STATION DISK
 TG1915_SETTING: 66 = SET IN ROCK OUTCROP
 TG1915_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TG1915
 TG1915  HISTORY     - Date     Condition        Report By
 TG1915  HISTORY     - 1912     MONUMENTED       CGS
 TG1915  HISTORY     - 1935     GOOD             CGS
 TG1915  HISTORY     - 1978     GOOD             LOCENG
 TG1915
 TG1915                          STATION DESCRIPTION
 TG1915
 TG1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 TG1915'ABOUT 4-1/2 MILES EAST AND 2 MILES NORTH OF RUDSER AND ABOUT
 TG1915'THREE-FOURTHS MILE SOUTH OF EAST OF NORA POST OFFICE, ON A
 TG1915'ROUND-TOPPED HILL KNOWN AS SMOKY BUTTE, THE HIGHEST POINT OF LAND
 TG1915'IN THE NE 1/4 SEC. 23, T. 160 N., R. 100 W.  THE STATION IS MARKED
 TG1915'BY A STANDARD DISK STATION MARK, CEMENTED IN SOLID ROCK.  A
 TG1915'REFERENCE MARK, IS JUST OVER THE CREST OF THE HILL, 17.49
 TG1915'METERS FROM THE STATION S 19 DEG 31 MIN W.  THE
 TG1915'REFERENCE MARK CONSISTS OF A STANDARD DISK, CEMENTED IN SOLID
 TG1915'ROCK.  A DRILL HOLE IN SOLID ROCK IS 2.99 METERS FROM THE
 TG1915'STATION S 158 DEG 05 MIN E, AND A THIRD REFERENCE
 TG1915'MARK IS 10.35 METERS DISTANT S 43 DEG 15 MIN W.
 TG1915
 TG1915                          STATION RECOVERY (1935)
 TG1915
 TG1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1915'STATION WAS FOUND ON ROUND-TOPPED HILL KNOWN AS SMOKY BUTTE,
 TG1915'HIGHEST POINT OF LAND IN NE 1/4 SEC. 23, T. 160 N., R. 100 W.
 TG1915'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  ALL
 TG1915'REFERENCE MARKS WERE FOUND AS DESCRIBED.  NO. 1 HAS BEEN SLIGHTLY
 TG1915'MUTILATED.  TOWNS OF RUDSER AND NORA HAVE BEEN ABANDONED, AND
 TG1915'THE STORES TORN DOWN.
 TG1915
 TG1915                          STATION RECOVERY (1978)
 TG1915
 TG1915'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (RF)
 TG1915'MUDDY 1912 RECOVERED GOOD.
 TG1915'
 TG1915'RM NO. 1 NO. 2 NO. 3 RECOVERED GOOD.  RM NO. 1 SLIGHTLY MUTILATED.
 TG1915'
 TG1915'DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES EAST NORTH EAST
 TG1915'OF GRENORA, N.D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1843 ***********************************************************************
 TE1843  DESIGNATION -  MUNICH
 TE1843  PID         -  TE1843
 TE1843  STATE/COUNTY-  ND/CAVALIER
 TE1843  USGS QUAD   -  MUNICH (1970)
 TE1843
 TE1843                         *CURRENT SURVEY CONTROL
 TE1843  ___________________________________________________________________
 TE1843* NAD 83(1996)-  48 42 53.43315(N)    098 45 36.55183(W)     ADJUSTED  
 TE1843* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 TE1843  ___________________________________________________________________
 TE1843  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 TE1843  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 TE1843
 TE1843  HORZ ORDER  -  FIRST
 TE1843
 TE1843.The horizontal coordinates were established by classical geodetic methods
 TE1843.and adjusted by the National Geodetic Survey in January 1998..
 TE1843
 TE1843.The orthometric height was scaled from a topographic map.
 TE1843
 TE1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1843
 TE1843.The geoid height was determined by GEOID03.
 TE1843
 TE1843;                    North         East     Units Scale Factor Converg.
 TE1843;SPC ND N     -   192,111.923   728,021.521   MT  0.99999639   +1 17 40.8
 TE1843;SPC ND N     -   630,288.46  2,388,522.05   iFT  0.99999639   +1 17 40.8
 TE1843;UTM  14      - 5,395,784.716   517,642.917   MT  0.99960382   +0 10 48.8
 TE1843
 TE1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1843!SPC ND N     -   0.99992675  x   0.99999639  =   0.99992314
 TE1843!UTM  14      -   0.99992675  x   0.99960382  =   0.99953060
 TE1843
 TE1843:                Primary Azimuth Mark                     Grid Az
 TE1843:SPC ND N     -  MUNICH AZ MK                             000 27 08.2
 TE1843:UTM  14      -  MUNICH AZ MK                             001 34 00.2
 TE1843
 TE1843|---------------------------------------------------------------------|
 TE1843| PID    Reference Object                     Distance      Geod. Az  |
 TE1843|                                                           dddmmss.s |
 TE1843| CO7976 MUNICH AZ MK                                       0014449.0 |
 TE1843| CO7977 MUNICH RM 1                          46.973 METERS 12252     |
 TE1843| TE1844 MUNICH ST MARYS CATH CH CROSS       APPROX. 7.5 KM 2264853.3 |
 TE1843| TE1846 MUNICH GERMAN LUTH CH SPIRE         APPROX. 7.6 KM 2274715.8 |
 TE1843| TE1845 MUNICH PUBLIC SCHOOL FLAGPOLE       APPROX. 7.6 KM 2282031.9 |
 TE1843| TE1876 CLYDE IMM CONCEPTION CATH CH        APPROX.11.7 KM 3013551.8 |
 TE1843| CO7978 MUNICH RM 2                          76.633 METERS 32856     |
 TE1843|---------------------------------------------------------------------|
 TE1843
 TE1843                          SUPERSEDED SURVEY CONTROL
 TE1843
 TE1843  NAD 83(1986)-  48 42 53.43034(N)    098 45 36.53925(W) AD(       ) 1
 TE1843  NAD 27      -  48 42 53.40200(N)    098 45 35.07200(W) AD(       ) 1
 TE1843
 TE1843.Superseded values are not recommended for survey control.
 TE1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1843.See file dsdata.txt to determine how the superseded data were derived.
 TE1843
 TE1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1764395785(NAD 83)
 TE1843_MARKER: DS = TRIANGULATION STATION DISK
 TE1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1843
 TE1843  HISTORY     - Date     Condition        Report By
 TE1843  HISTORY     - 1934     MONUMENTED       CGS
 TE1843  HISTORY     - 1959     GOOD             USGS
 TE1843  HISTORY     - 1966     GOOD             CGS
 TE1843  HISTORY     - 1969     GOOD             USGS
 TE1843
 TE1843                          STATION DESCRIPTION
 TE1843
 TE1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1843'STATION IS LOCATED IN THE NE 1/4 SEC. 3, T 160 N, R 63 W,
 TE1843'ABOUT 4-3/4 MILES NE OF MUNICH, ON A PROMINENT KNOLL IN A CULTIVATED
 TE1843'FIELD WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 TE1843'STATION IS ABOUT 0.2 MILE S OF THE N LINE AND ABOUT 0.3 MILE
 TE1843'W OF THE E LINE OF ABOVE SECTION.
 TE1843'
 TE1843'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TE1843'CONCRETE CYLINDERS.
 TE1843'
 TE1843'UNDERGROUND MARK IS A COPPER BOLT PROJECTING SLIGHTLY ABOVE
 TE1843'THE CONCRETE CYLINDER.
 TE1843'
 TE1843'REFERENCE MARK NO. 1 IS S OF E OF STATION IN CULTIVATED FIELD.
 TE1843'
 TE1843'REFERENCE MARK NO. 2 IS NW OF THE STATION IN CULTIVATED FIELD.
 TE1843'
 TE1843'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A SQUARE BLOCK
 TE1843'OR POST OF CONCRETE, AND IS N OF THE STATION ON THE E SIDE OF
 TE1843'DIRT ROAD 35 FEET FROM CENTER LINE AND JUST E OF NW FENCE CORNER.
 TE1843'
 TE1843'TO REACH STATION FROM MUNICH, GO N ON STATE HIGHWAY 20, 2.9
 TE1843'MILES, CONTINUE N 0.1 MILE, GO E 3.6 MILES TO SECTION LINE
 TE1843'CORNER, THEN S ON SECTION LINE ROAD 0.2 MILE TO TOP OF KNOLL
 TE1843'AND STATION.
 TE1843'
 TE1843'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 TE1843
 TE1843                          STATION RECOVERY (1959)
 TE1843
 TE1843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TE1843'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TE1843
 TE1843                          STATION RECOVERY (1966)
 TE1843
 TE1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 TE1843'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 TE1843'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 TE1843'
 TE1843'THE STATION MARK AND REFERENCE MARKS ARE IN A CULTIVATED FIELD.
 TE1843'
 TE1843'THE AZIMUTH MARK IS ABOUT 125 FEET SOUTHWEST OF THREE GRAIN
 TE1843'BINS, 35 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT
 TE1843'WEST OF A METAL WITNESS POST.
 TE1843'
 TE1843'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20
 TE1843'AND RAILROAD CROSSING AT THE NORTHWEST SIDE OF MUNICH, GO
 TE1843'NORTH ON STATE HIGHWAY 20 FOR 2.9 MILES TO A ROAD LEADING TO
 TE1843'A FARMHOUSE ON THE LEFT AND A GRAVELED ROAD ON THE RIGHT.
 TE1843'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 3.7 MILES TO A
 TE1843'SIDE ROAD ON THE LEFT AND THE STATION IS ON A SMALL KNOLL ABOUT
 TE1843'0.2 MILE SOUTH OF THE T-ROAD.
 TE1843'
 TE1843'TO REACH THE AZIMUTH MARK FROM THE T-ROAD MENTIONED ABOVE,
 TE1843'GO NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH MARK
 TE1843'ON THE RIGHT JUST BEFORE REACHING FARM BUILDINGS.
 TE1843'
 TE1843'NOTE--THE STATION IS ON LAND OWNED BY MR. A.J. REEP AND FARMED
 TE1843'BY MR. EDWIN FADENRECHT.  MR. FADENRECHT SAID HE DIDNT MIND
 TE1843'FARMING AROUND THE MARKS BEING THERE WAS NOT A SUITABLE PLACE
 TE1843'TO MOVE THEM.
 TE1843'
 TE1843'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.75
 TE1843'MILES NORTH OF MUNICH
 TE1843
 TE1843                          STATION RECOVERY (1969)
 TE1843
 TE1843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JEK)
 TE1843'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 AND AZIMUTH
 TE1843'MARK WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 TE1843'
 TE1843'DISTANCE TO REFERENCE MARK NO. 1 MISSED 0.19 FT, REFERENCE MARK
 TE1843'NO. 2 MISSED 0.40 FT.
 TE1843'
 TE1843'DIRECTION TO REFERENCE MARK NO. 1 MISSED -307.99 SECONDS.
 TE1843'REFERENCE MARK NO. 2 MISSED -14.25 SECONDS.  AZIMUTH MARK MISSED
 TE1843'-10.30 SECONDS.  ST. MARYS CHURCH CROSS MISSED -7.91 SECONDS.
 TE1843'
 TE1843'THE OLD DESCRIPTION IS ADEQUATE.
 TE1843'
 TE1843'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1846 ***********************************************************************
 TE1846  DESIGNATION -  MUNICH GERMAN LUTH CH SPIRE
 TE1846  PID         -  TE1846
 TE1846  STATE/COUNTY-  ND/CAVALIER
 TE1846  USGS QUAD   -  MUNICH (1970)
 TE1846
 TE1846                         *CURRENT SURVEY CONTROL
 TE1846  ___________________________________________________________________
 TE1846* NAD 83(1996)-  48 40 08.77668(N)    098 50 10.44656(W)     ADJUSTED  
 TE1846* NAVD 88     -                                                        
 TE1846  ___________________________________________________________________
 TE1846  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TE1846  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 TE1846
 TE1846  HORZ ORDER  -  THIRD
 TE1846
 TE1846.The horizontal coordinates were established by classical geodetic methods
 TE1846.and adjusted by the National Geodetic Survey in January 1998..
 TE1846
 TE1846
 TE1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1846
 TE1846.The geoid height was determined by GEOID03.
 TE1846
 TE1846;                    North         East     Units Scale Factor Converg.
 TE1846;SPC ND N     -   186,903.188   722,534.046   MT  0.99998790   +1 14 17.0
 TE1846;SPC ND N     -   613,199.44  2,370,518.52   iFT  0.99998790   +1 14 17.0
 TE1846;UTM  14      - 5,390,685.713   512,057.319   MT  0.99960179   +0 07 22.7
 TE1846
 TE1846                          SUPERSEDED SURVEY CONTROL
 TE1846
 TE1846  NAD 83(1986)-  48 40 08.77458(N)    098 50 10.43487(W) AD(       ) 4
 TE1846  NAD 27      -  48 40 08.74500(N)    098 50 08.95900(W) AD(       ) 3
 TE1846
 TE1846.Superseded values are not recommended for survey control.
 TE1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1846.See file dsdata.txt to determine how the superseded data were derived.
 TE1846
 TE1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1205790686(NAD 83)
 TE1846_MARKER: 90 = CHURCH SPIRE
 TE1846
 TE1846  HISTORY     - Date     Condition        Report By
 TE1846  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1846
 TE1846                          STATION DESCRIPTION
 TE1846
 TE1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1846'POINT OBSERVED UPON IS THE TIP OF A SPIRE ATOP THE FRAME GERMAN
 TE1846'LUTHERAN CHURCH, LOCATED IN THE S CENTRAL PART OF THE TOWN.
 TE1846'
 TE1846'STATION OBSERVED UPON FROM WEAVER, SIEVERT, AND MUNICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1845 ***********************************************************************
 TE1845  DESIGNATION -  MUNICH PUBLIC SCHOOL FLAGPOLE
 TE1845  PID         -  TE1845
 TE1845  STATE/COUNTY-  ND/CAVALIER
 TE1845  USGS QUAD   -  MUNICH (1970)
 TE1845
 TE1845                         *CURRENT SURVEY CONTROL
 TE1845  ___________________________________________________________________
 TE1845* NAD 83(1996)-  48 40 09.16490(N)    098 50 15.16682(W)     ADJUSTED  
 TE1845* NAVD 88     -                                                        
 TE1845  ___________________________________________________________________
 TE1845  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TE1845  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 TE1845
 TE1845  HORZ ORDER  -  THIRD
 TE1845
 TE1845.The horizontal coordinates were established by classical geodetic methods
 TE1845.and adjusted by the National Geodetic Survey in January 1998..
 TE1845
 TE1845
 TE1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1845
 TE1845.The geoid height was determined by GEOID03.
 TE1845
 TE1845;                    North         East     Units Scale Factor Converg.
 TE1845;SPC ND N     -   186,913.092   722,437.235   MT  0.99998792   +1 14 13.5
 TE1845;SPC ND N     -   613,231.93  2,370,200.90   iFT  0.99998792   +1 14 13.5
 TE1845;UTM  14      - 5,390,697.494   511,960.756   MT  0.99960176   +0 07 19.2
 TE1845
 TE1845                          SUPERSEDED SURVEY CONTROL
 TE1845
 TE1845  NAD 83(1986)-  48 40 09.16282(N)    098 50 15.15514(W) AD(       ) 4
 TE1845  NAD 27      -  48 40 09.13300(N)    098 50 13.67900(W) AD(       ) 3
 TE1845
 TE1845.Superseded values are not recommended for survey control.
 TE1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1845.See file dsdata.txt to determine how the superseded data were derived.
 TE1845
 TE1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1196190697(NAD 83)
 TE1845_MARKER: 62 = FLAGPOLE
 TE1845
 TE1845  HISTORY     - Date     Condition        Report By
 TE1845  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1845
 TE1845                          STATION DESCRIPTION
 TE1845
 TE1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1845'POINT OBSERVED UPON IS THE TIP OF THE FLAGPOLE ATOP THE FRAME
 TE1845'OF THE MUNICH PUBLIC SCHOOL, LOCATED IN THE S EDGE OF TOWN.
 TE1845'
 TE1845'STATION OBSERVED UPON FROM WEAVER, SIEVERT, AND MUNICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1844 ***********************************************************************
 TE1844  DESIGNATION -  MUNICH ST MARYS CATH CH CROSS
 TE1844  PID         -  TE1844
 TE1844  STATE/COUNTY-  ND/CAVALIER
 TE1844  USGS QUAD   -  MUNICH (1970)
 TE1844
 TE1844                         *CURRENT SURVEY CONTROL
 TE1844  ___________________________________________________________________
 TE1844* NAD 83(1996)-  48 40 06.54660(N)    098 50 04.86133(W)     ADJUSTED  
 TE1844* NAVD 88     -                                                        
 TE1844  ___________________________________________________________________
 TE1844  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 TE1844  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 TE1844
 TE1844  HORZ ORDER  -  THIRD
 TE1844
 TE1844.The horizontal coordinates were established by classical geodetic methods
 TE1844.and adjusted by the National Geodetic Survey in January 1998..
 TE1844
 TE1844
 TE1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1844
 TE1844.The geoid height was determined by GEOID03.
 TE1844
 TE1844;                    North         East     Units Scale Factor Converg.
 TE1844;SPC ND N     -   186,836.789   722,649.781   MT  0.99998779   +1 14 21.2
 TE1844;SPC ND N     -   612,981.59  2,370,898.23   iFT  0.99998779   +1 14 21.2
 TE1844;UTM  14      - 5,390,617.101   512,171.695   MT  0.99960182   +0 07 26.9
 TE1844
 TE1844                          SUPERSEDED SURVEY CONTROL
 TE1844
 TE1844  NAD 83(1986)-  48 40 06.54429(N)    098 50 04.84975(W) AD(       ) 4
 TE1844  NAD 27      -  48 40 06.52000(N)    098 50 03.36700(W) AD(       ) 3
 TE1844
 TE1844.Superseded values are not recommended for survey control.
 TE1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1844.See file dsdata.txt to determine how the superseded data were derived.
 TE1844
 TE1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU1217290617(NAD 83)
 TE1844_MARKER: 91 = CHURCH CROSS
 TE1844
 TE1844  HISTORY     - Date     Condition        Report By
 TE1844  HISTORY     - 1934     FIRST OBSERVED   CGS
 TE1844
 TE1844                          STATION DESCRIPTION
 TE1844
 TE1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 TE1844'POINT OBSERVED UPON IS THE TIP OF THE CROSS ATOP THE FRAME
 TE1844'ST. MARYS CATHOLIC CHURCH LOCATED IN THE SE PART OF THE TOWN.
 TE1844'
 TE1844'STATION OBSERVED UPON FROM WEAVER, SIEVERT, AND MUNICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0963 ***********************************************************************
 RR0963  DESIGNATION -  MURPHY
 RR0963  PID         -  RR0963
 RR0963  STATE/COUNTY-  ND/GRANT
 RR0963  USGS QUAD   -  LAKE TSCHIDA EAST (1980)
 RR0963
 RR0963                         *CURRENT SURVEY CONTROL
 RR0963  ___________________________________________________________________
 RR0963* NAD 83(1996)-  46 33 45.40278(N)    101 50 47.20777(W)     ADJUSTED  
 RR0963* NAVD 88     -       701.     (meters)    2300.     (feet)  SCALED    
 RR0963  ___________________________________________________________________
 RR0963  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 RR0963  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 RR0963
 RR0963  HORZ ORDER  -  THIRD
 RR0963
 RR0963.The horizontal coordinates were established by classical geodetic methods
 RR0963.and adjusted by the National Geodetic Survey in January 1998..
 RR0963
 RR0963.The orthometric height was scaled from a topographic map.
 RR0963
 RR0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0963
 RR0963.The geoid height was determined by GEOID03.
 RR0963
 RR0963;                    North         East     Units Scale Factor Converg.
 RR0963;SPC ND S     -   100,474.615   496,772.491   MT  0.99994707   -0 58 55.5
 RR0963;SPC ND S     -   329,641.13  1,629,831.01   iFT  0.99994707   -0 58 55.5
 RR0963;UTM  14      - 5,160,497.096   281,842.415   MT  1.00018504   -2 04 03.7
 RR0963
 RR0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0963!SPC ND S     -   0.99989309  x   0.99994707  =   0.99984017
 RR0963!UTM  14      -   0.99989309  x   1.00018504  =   1.00007811
 RR0963
 RR0963:                Primary Azimuth Mark                     Grid Az
 RR0963:SPC ND S     -  ST JOSEPH CHURCH                         034 30 19.7
 RR0963:UTM  14      -  ST JOSEPH CHURCH                         035 35 27.9
 RR0963
 RR0963|---------------------------------------------------------------------|
 RR0963| PID    Reference Object                     Distance      Geod. Az  |
 RR0963|                                                           dddmmss.s |
 RR0963| RR0961 ST JOSEPH CHURCH                    APPROX.12.8 KM 0333124.2 |
 RR0963| RR0964 SPRENGER                            APPROX. 6.0 KM 1883213.0 |
 RR0963|---------------------------------------------------------------------|
 RR0963
 RR0963                          SUPERSEDED SURVEY CONTROL
 RR0963
 RR0963  NAD 83(1986)-  46 33 45.39540(N)    101 50 47.20104(W) AD(       ) 3
 RR0963  NAD 27      -  46 33 45.38227(N)    101 50 45.66245(W) AD(       ) 3
 RR0963
 RR0963.Superseded values are not recommended for survey control.
 RR0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0963.See file dsdata.txt to determine how the superseded data were derived.
 RR0963
 RR0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS8184260497(NAD 83)
 RR0963_MARKER: DD = SURVEY DISK
 RR0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0963+STABILITY: SURFACE MOTION
 RR0963
 RR0963  HISTORY     - Date     Condition        Report By
 RR0963  HISTORY     - 1941     MONUMENTED       USGS
 RR0963
 RR0963                          STATION DESCRIPTION
 RR0963
 RR0963'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0963'LOCATED IN SE. 1/4 OF SEC. 27, T. 136 N., R. 89 W., ON LAND OWNED BY A
 RR0963'MR. TROUTMAN, AND FORMERLY OWNED BY A MR. MURPHY.
 RR0963'
 RR0963'TO REACH FROM QUARTER CORNER BETWEEN SECS. 27 AND 34 /CROSSROADS, N. -
 RR0963'S. RD. IS STATE HIGHWAY 49/, GO E. ON SECTION - LINE RD. FOR 0.2 MI TO
 RR0963'FARM RD. LEADING SE.  TURN RIGHT, AND FOLLOW FARM RD. IN S. DIRECTION
 RR0963'FOR 0.7 MI.  LEAVE RD. AND CONTINUE IN S. DIRECTION FOR 0.2 MI TO TOP
 RR0963'OF N. - S. RIDGE AT HIGHEST POINT.  STATION IS 14 FT. N. OF CENTER OF
 RR0963'LARGE GRANITE BOULDER.
 RR0963'
 RR0963'STANDARD TABLET SET IN TOP OF CONCRETE POST STAMPED---MURPHY 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2085 ***********************************************************************
 TE2085  DESIGNATION -  MYLO
 TE2085  PID         -  TE2085
 TE2085  STATE/COUNTY-  ND/ROLETTE
 TE2085  USGS QUAD   -  MYLO (1971)
 TE2085
 TE2085                         *CURRENT SURVEY CONTROL
 TE2085  ___________________________________________________________________
 TE2085* NAD 83(1996)-  48 38 31.42606(N)    099 37 10.18291(W)     ADJUSTED  
 TE2085* NAVD 88     -       512.2    (meters)    1680.     (feet)  VERTCON   
 TE2085  ___________________________________________________________________
 TE2085  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 TE2085  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 TE2085
 TE2085  HORZ ORDER  -  SECOND
 TE2085
 TE2085.The horizontal coordinates were established by classical geodetic methods
 TE2085.and adjusted by the National Geodetic Survey in January 1998..
 TE2085
 TE2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2085
 TE2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2085
 TE2085.The geoid height was determined by GEOID03.
 TE2085
 TE2085;                    North         East     Units Scale Factor Converg.
 TE2085;SPC ND N     -   182,943.180   664,886.012   MT  0.99998318   +0 39 18.8
 TE2085;SPC ND N     -   600,207.28  2,181,384.55   iFT  0.99998318   +0 39 18.8
 TE2085;UTM  14      - 5,387,852.024   454,364.867   MT  0.99962559   -0 27 54.0
 TE2085
 TE2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2085!SPC ND N     -   0.99992322  x   0.99998318  =   0.99990640
 TE2085!UTM  14      -   0.99992322  x   0.99962559  =   0.99954883
 TE2085
 TE2085|---------------------------------------------------------------------|
 TE2085| PID    Reference Object                     Distance      Geod. Az  |
 TE2085|                                                           dddmmss.s |
 TE2085| CO7986 MYLO RM 2                            23.592 METERS 04300     |
 TE2085| TE2083 REBAR 21                            APPROX. 3.9 KM 1091949.9 |
 TE2085| TE2089 ROLETTE MUNICIPAL WATER TANK        APPROX.16.7 KM 2775335.0 |
 TE2085| CO7985 MYLO RM 1                            18.574 METERS 29144     |
 TE2085|---------------------------------------------------------------------|
 TE2085
 TE2085                          SUPERSEDED SURVEY CONTROL
 TE2085
 TE2085  NAD 83(1986)-  48 38 31.42795(N)    099 37 10.16986(W) AD(       ) 2
 TE2085  NAD 27      -  48 38 31.42484(N)    099 37 08.64507(W) AD(       ) 2
 TE2085  NGVD 29 (07/19/86)  511.8    (m)         1679.     (f) VERT ANG       
 TE2085
 TE2085.Superseded values are not recommended for survey control.
 TE2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2085.See file dsdata.txt to determine how the superseded data were derived.
 TE2085
 TE2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU5436587852(NAD 83)
 TE2085_MARKER: DD = SURVEY DISK
 TE2085_SETTING: 0 = UNSPECIFIED SETTING
 TE2085
 TE2085  HISTORY     - Date     Condition        Report By
 TE2085  HISTORY     - 1968     MONUMENTED       USGS
 TE2085
 TE2085                          STATION DESCRIPTION
 TE2085
 TE2085'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2085'THE STATION IS ABOUT 0.4 MI N. OF MYLO, NEAR THE CENTER OF THE SW.
 TE2085'QUARTER SEC. 31, T. 160 N., R. 69 W., ABOUT 0.1 MI NW. OF A Y-RD.
 TE2085'S., ON TOP OF THE HIGHEST KNOLL IN THE VICINITY.
 TE2085'
 TE2085'TO REACH FROM THE POST OFFICE IN MYLO, GO N. OF PAVED RD. FOR 0.35 MI
 TE2085'TO A Y-RD. S., TURN LEFT, WNW., ON STATE HWY. 66 FOR 0.15 MI TO
 TE2085'HIGHEST KNOLL AND STATION ON THE RIGHT.
 TE2085'
 TE2085'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2085'RODS AND SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2085'GRAVEL TO WITHIN 1 IN. OF CAP.  STAMPED ET MYLO 1968, IS 223 FT W.
 TE2085'OF A N.-S. FENCE LINE, 53 FT NORMAL FROM N. RIGHT-OF-WAY FENCE,
 TE2085'AND 74 FT N. OF USGS WITNESS POST, ON THE S. EDGE OF THE TOP, THE
 TE2085'STATION IS FLUSH WITH THE GROUND.
 TE2085'
 TE2085'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2085'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2085'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MYLO NO 1 1968, IS 283 FT
 TE2085'W. OF A N.-S. FENCE LINE, 29 FT NORMAL FROM N. RIGHT-OF-WAY FENCE,
 TE2085'ON THE SW. SLOPE OF THE KNOLL, THE MARK IS FLUSH WITH THE GROUND
 TE2085'AND IS WNW. OF THE STATION.
 TE2085'
 TE2085'REFERENCE MARK NO. 2 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2085'COATED RODS SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2085'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED MYLO NO 2 1968, IS NE. OF
 TE2085'THE STATION, 172 FT W. OF A N.-S. FENCE LINE, 5 FT W. OF AND NEAR
 TE2085'THE CENTER OF THE W. EDGE OF A DUG OUT ON THE NE. SLOPE OF THE
 TE2085'KNOLL, THE MARK IS FLUSH WITH THE GROUND.
 TE2085'
 TE2085'NO AZIMUTH MARK SET.
 TE2085'
 TE2085'REFERENCE AZIMUTH USED - ROLETTE MWT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0670 ***********************************************************************
 RP0670  DESIGNATION -  MYRA
 RP0670  PID         -  RP0670
 RP0670  STATE/COUNTY-  ND/CASS
 RP0670  USGS QUAD   -  WHEATLAND (1967)
 RP0670
 RP0670                         *CURRENT SURVEY CONTROL
 RP0670  ___________________________________________________________________
 RP0670* NAD 83(1996)-  46 52 33.72231(N)    097 20 05.99544(W)     ADJUSTED  
 RP0670* NAVD 88     -       294.146  (meters)     965.04   (feet)  ADJUSTED  
 RP0670  ___________________________________________________________________
 RP0670  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 RP0670  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 RP0670  DYNAMIC HT  -         294.167 (meters)     965.11  (feet)  COMP
 RP0670  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 RP0670
 RP0670  HORZ ORDER  -  SECOND
 RP0670  VERT ORDER  -  FIRST     CLASS II
 RP0670
 RP0670.The horizontal coordinates were established by classical geodetic methods
 RP0670.and adjusted by the National Geodetic Survey in January 1998..
 RP0670
 RP0670.The orthometric height was determined by differential leveling
 RP0670.and adjusted by the National Geodetic Survey in June 1991..
 RP0670
 RP0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0670
 RP0670.The geoid height was determined by GEOID03.
 RP0670
 RP0670.The dynamic height is computed by dividing the NAVD 88
 RP0670.geopotential number by the normal gravity value computed on the
 RP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0670.degrees latitude (g = 980.6199 gals.).
 RP0670
 RP0670.The modeled gravity was interpolated from observed gravity values.
 RP0670
 RP0670;                    North         East     Units Scale Factor Converg.
 RP0670;SPC ND S     -   139,289.063   841,192.844   MT  0.99993611   +2 18 30.6
 RP0670;SPC ND S     -   456,985.11  2,759,819.04   iFT  0.99993611   +2 18 30.6
 RP0670;UTM  14      - 5,192,734.050   626,874.015   MT  0.99979785   +1 12 55.5
 RP0670
 RP0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0670!SPC ND S     -   0.99995799  x   0.99993611  =   0.99989410
 RP0670!UTM  14      -   0.99995799  x   0.99979785  =   0.99975585
 RP0670
 RP0670:                Primary Azimuth Mark                     Grid Az
 RP0670:SPC ND S     -  CASSELTON MUNICIPAL TANK                 072 05 54.4
 RP0670:UTM  14      -  CASSELTON MUNICIPAL TANK                 073 11 29.5
 RP0670
 RP0670|---------------------------------------------------------------------|
 RP0670| PID    Reference Object                     Distance      Geod. Az  |
 RP0670|                                                           dddmmss.s |
 RP0670| RP0766 CASSELTON MUNICIPAL TANK            APPROX. 9.7 KM 0742425.0 |
 RP0670| RP0673 MYRA AZ MK                                         0893647.6 |
 RP0670| RP0671 MYRA RM 1                            43.592 METERS 09052     |
 RP0670| RP0672 MYRA RM 2                            38.987 METERS 26924     |
 RP0670|---------------------------------------------------------------------|
 RP0670
 RP0670                          SUPERSEDED SURVEY CONTROL
 RP0670
 RP0670  NAD 83(1986)-  46 52 33.72265(N)    097 20 05.98540(W) AD(       ) 2
 RP0670  NAD 27      -  46 52 33.81200(N)    097 20 04.66400(W) AD(       ) 2
 RP0670
 RP0670.Superseded values are not recommended for survey control.
 RP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0670.See file dsdata.txt to determine how the superseded data were derived.
 RP0670
 RP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2687492734(NAD 83)
 RP0670_MARKER: DS = TRIANGULATION STATION DISK
 RP0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0670_SP_SET: CONCRETE POST
 RP0670_STAMPING: MYRA 1954
 RP0670_MARK LOGO: CGS   
 RP0670_PROJECTION: RECESSED 8 CENTIMETERS
 RP0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0670+STABILITY: SURFACE MOTION
 RP0670
 RP0670  HISTORY     - Date     Condition        Report By
 RP0670  HISTORY     - 1954     MONUMENTED       CGS
 RP0670  HISTORY     - 1963     GOOD             CGS
 RP0670  HISTORY     - 1965     GOOD             USGS
 RP0670  HISTORY     - 1982     GOOD             NGS
 RP0670
 RP0670                          STATION DESCRIPTION
 RP0670
 RP0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0670'THE STATION IS LOCATED NEAR THE CENTER OF THE SOUTH SIDE OF
 RP0670'SEC. 2, T. 139 N., R. 53 W., ABOUT 6 MILES WEST-SOUTHWEST OF
 RP0670'CASSELTON, AND ABOUT 2 MILES SOUTH-SOUTHEAST OF WHEATLAND,
 RP0670'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 10 AND 52.
 RP0670'
 RP0670'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY
 RP0670'18, SOUTH OF CASSELTON GO WEST ON HIGHWAY 10 AND 52 FOR 5.1
 RP0670'MILES TO A FARM DRIVEWAY AND STATION ON RIGHT.
 RP0670'
 RP0670'THE STATION MARK, IN LINE WITH THE EAST EDGE OF DRIVEWAY TO
 RP0670'A FIELD, IS 100 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 RP0670'10 AND 52, AND 4 FEET NORTH OF A WHITE WITNESS POST.  THE
 RP0670'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MYRA 1954.
 RP0670'
 RP0670'REFERENCE MARK NO. 1, EAST OF THE STATION, IS 100 FEET NORTH
 RP0670'OF THE CENTER LINE OF THE HIGHWAY AND PROJECTS 1 INCH.  THE
 RP0670'DISK IS STAMPED MYRA NO 1 1954.
 RP0670'
 RP0670'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 100 FEET NORTH
 RP0670'OF THE CENTER OF THE HIGHWAY AND PROJECTS 3 INCHES.  THE
 RP0670'DISK IS STAMPED MYRA NO 2 1954.
 RP0670'
 RP0670'THE AZIMUTH MARK, APPROXIMATELY 0.7 MILES EAST, IS 102 FEET
 RP0670'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 10 AND 52, 71 FEET
 RP0670'WEST OF THE CENTER OF A PRIVATE DRIVEWAY, 2.5 FEET WEST OF A
 RP0670'WHITE WITNESS POST, 2 FEET WEST OF A POWER POLE AND PROJECTS
 RP0670'4 INCHES.  THE DISK IS STAMPED MYRA 1954.
 RP0670'
 RP0670'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 RP0670
 RP0670                          STATION RECOVERY (1963)
 RP0670
 RP0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WGT)
 RP0670'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 RP0670'THE STATION IS JUST NORTH OF THE NORTH RIGHT OF WAY FENCE OF
 RP0670'INTERSTATE HIGHWAY 94, 100.5 FEET NORTH OF THE CENTERLINE OF
 RP0670'THE NORTH LANE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE TALLEST
 RP0670'FENCE POST IN THE VICINITY, 3/4 FOOT NORTHWEST OF A METAL
 RP0670'WITNESS POST AND JUST BELOW THE SURFACE OF THE GROUND.
 RP0670'
 RP0670'R.M. NO. 1 IS EAST OF THE STATION, 2 FEET SOUTH OF THE RIGHT
 RP0670'OF WAY FENCE AND 2 INCHES BELOW THE SURFACE OF THE GROUND.
 RP0670'
 RP0670'R.M. NO. 2 IS WEST OF THE STATION, 15 FEET EAST OF A CONCRETE
 RP0670'RIGHT OF WAY POST AND 1/4 FOOT SOUTH OF THE RIGHT OF WAY
 RP0670'FENCE.  THIS MARK IS FLUSH WITH THE GROUND.
 RP0670'
 RP0670'THE AZIMUTH MARK IS 0.75 MILE EAST OF THE STATION, DIRECTLY
 RP0670'IN FRONT OF A NEW, GREEN FARMHOUSE, 103 FEET NORTH OF THE
 RP0670'CENTERLINE OF THE NORTH LANE OF INTERSTATE 94, 23.5 FEET
 RP0670'WEST-SOUTHWEST OF A POWERLINE POLE AND 3 FEET NORTH OF RIGHT
 RP0670'OF WAY FENCE.
 RP0670'
 RP0670'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 RP0670'94 AND STATE HIGHWAY 18, SOUTH OF CASSELTON, GO WEST ON
 RP0670'INTERSTATE 94 FOR 5.1 MILES TO THE STATION ON THE RIGHT.
 RP0670
 RP0670                          STATION RECOVERY (1965)
 RP0670
 RP0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RP0670'STATION IS NOW 100 FT. N OF THE W BOUND LANE OF INTERSTATE
 RP0670'HWY 94 AND ONE FT. N OF THE N ROW FENCE.  R.M. 1 AND R.M. 2
 RP0670'ARE ON THE ROW FENCE LINE.  ALL MARKS FOUND IN GOOD CONDITION.
 RP0670
 RP0670                          STATION RECOVERY (1982)
 RP0670
 RP0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0670'3.5 KM (2.2 MI) SOUTH FROM WHEATLAND.
 RP0670'0.9 KM (0.55 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0670'WHEATLAND-CHAFFEE INTERCHANGE WHICH IS ABOUT 3.2 KM (2.0 MI) SOUTH OF
 RP0670'WHEATLAND, ON THE NORTH SIDE OF THE WESTBOUND LANES OF THE HIGHWAY,
 RP0670'AND ON THE NORTH SIDE OF THE RIGHT-OF-WAY FENCE LINE, 30.5 METERS
 RP0670'(100.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 RP0670'HIGHWAY, 34.4 METERS (113.0 FT) EAST OF A RIGHT-OF-WAY POST, AND
 RP0670'0.91 METERS (3.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE LINE.
 RP0670'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 RP0670'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0673 ***********************************************************************
 RP0673  DESIGNATION -  MYRA AZ MK
 RP0673  PID         -  RP0673
 RP0673  STATE/COUNTY-  ND/CASS
 RP0673  USGS QUAD   -  WHEATLAND (1967)
 RP0673
 RP0673                         *CURRENT SURVEY CONTROL
 RP0673  ___________________________________________________________________
 RP0673* NAD 83(1986)-  46 52 35.     (N)    097 19 08.     (W)     SCALED    
 RP0673* NAVD 88     -       292.425  (meters)     959.40   (feet)  ADJUSTED  
 RP0673  ___________________________________________________________________
 RP0673  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 RP0673  DYNAMIC HT  -         292.447 (meters)     959.47  (feet)  COMP
 RP0673  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 RP0673
 RP0673  VERT ORDER  -  FIRST     CLASS II
 RP0673
 RP0673.The horizontal coordinates were scaled from a topographic map and have
 RP0673.an estimated accuracy of +/- 6 seconds.
 RP0673
 RP0673.The orthometric height was determined by differential leveling
 RP0673.and adjusted by the National Geodetic Survey in June 1991..
 RP0673
 RP0673.The geoid height was determined by GEOID03.
 RP0673
 RP0673.The dynamic height is computed by dividing the NAVD 88
 RP0673.geopotential number by the normal gravity value computed on the
 RP0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0673.degrees latitude (g = 980.6199 gals.).
 RP0673
 RP0673.The modeled gravity was interpolated from observed gravity values.
 RP0673
 RP0673;                    North         East    Units  Estimated Accuracy
 RP0673;SPC ND S     -   139,380.      842,420.      MT  (+/- 180 meters Scaled)
 RP0673
 RP0673                          SUPERSEDED SURVEY CONTROL
 RP0673
 RP0673.No superseded survey control is available for this station.
 RP0673
 RP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS281928(NAD 83)
 RP0673_MARKER: DZ = AZIMUTH MARK DISK
 RP0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0673_SP_SET: CONCRETE POST
 RP0673_STAMPING: MYRA 1954
 RP0673_MARK LOGO: CGS   
 RP0673_PROJECTION: FLUSH
 RP0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0673+STABILITY: SURFACE MOTION
 RP0673
 RP0673  HISTORY     - Date     Condition        Report By
 RP0673  HISTORY     - 1954     MONUMENTED       CGS
 RP0673  HISTORY     - 1982     GOOD             NGS
 RP0673
 RP0673                          STATION DESCRIPTION
 RP0673
 RP0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0673'4.0 KM (2.5 MI) SSE FROM WHEATLAND.
 RP0673'2.1 KM (1.3 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0673'WHEATLAND-CHAFFEE INTERCHANGE 3.2 KM (2.0 MI) SOUTH OF WHEATLAND, ON
 RP0673'THE NORTH SIDE OF THE WESTBOUND LANES OF THE HIGHWAY, AND SOUTH OF A
 RP0673'GREEN FARMHOUSE, 31.4 METERS (103.0 FT) NORTH OF THE CENTERLINE OF THE
 RP0673'WESTBOUND LANE OF THE HIGHWAY, 7.2 METERS (23.5 FT) WEST-SOUTHWEST OF
 RP0673'A POWERLINE POLE, AND 0.91 METERS (3.0 FT) NORTH OF A RIGHT-OF-WAY
 RP0673'FENCE.
 RP0673'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 RP0673'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0671 ***********************************************************************
 RP0671  DESIGNATION -  MYRA RM 1
 RP0671  PID         -  RP0671
 RP0671  STATE/COUNTY-  ND/CASS
 RP0671  USGS QUAD   -  WHEATLAND (1967)
 RP0671
 RP0671                         *CURRENT SURVEY CONTROL
 RP0671  ___________________________________________________________________
 RP0671* NAD 83(1986)-  46 52 34.     (N)    097 20 06.     (W)     SCALED    
 RP0671* NAVD 88     -       293.751  (meters)     963.75   (feet)  ADJUSTED  
 RP0671  ___________________________________________________________________
 RP0671  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 RP0671  DYNAMIC HT  -         293.773 (meters)     963.82  (feet)  COMP
 RP0671  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 RP0671
 RP0671  VERT ORDER  -  FIRST     CLASS II
 RP0671
 RP0671.The horizontal coordinates were scaled from a topographic map and have
 RP0671.an estimated accuracy of +/- 6 seconds.
 RP0671
 RP0671.The orthometric height was determined by differential leveling
 RP0671.and adjusted by the National Geodetic Survey in June 1991..
 RP0671
 RP0671.The geoid height was determined by GEOID03.
 RP0671
 RP0671.The dynamic height is computed by dividing the NAVD 88
 RP0671.geopotential number by the normal gravity value computed on the
 RP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0671.degrees latitude (g = 980.6199 gals.).
 RP0671
 RP0671.The modeled gravity was interpolated from observed gravity values.
 RP0671
 RP0671;                    North         East    Units  Estimated Accuracy
 RP0671;SPC ND S     -   139,300.      841,190.      MT  (+/- 180 meters Scaled)
 RP0671
 RP0671                          SUPERSEDED SURVEY CONTROL
 RP0671
 RP0671.No superseded survey control is available for this station.
 RP0671
 RP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS268927(NAD 83)
 RP0671_MARKER: DR = REFERENCE MARK DISK
 RP0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0671_SP_SET: CONCRETE POST
 RP0671_STAMPING: MYRA NO 1 1954
 RP0671_MARK LOGO: CGS   
 RP0671_PROJECTION: RECESSED 8 CENTIMETERS
 RP0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0671+STABILITY: SURFACE MOTION
 RP0671
 RP0671  HISTORY     - Date     Condition        Report By
 RP0671  HISTORY     - 1954     MONUMENTED       CGS
 RP0671  HISTORY     - 1982     GOOD             NGS
 RP0671
 RP0671                          STATION DESCRIPTION
 RP0671
 RP0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0671'3.5 KM (2.2 MI) SOUTH FROM WHEATLAND.
 RP0671'0.9 KM (0.55 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0671'WHEATLAND-CHAFFEE INTERCHANGE WHICH IS 3.2 KM (2.0 MI) SOUTH OF
 RP0671'WHEATLAND, ON THE NORTH SIDE OF THE WESTBOUND LANES OF THE HIGHWAY,
 RP0671'AND ON THE SOUTH SIDE OF A RIGHT-OF-WAY FENCE LINE, 30.5 METERS
 RP0671'(100.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 RP0671'HIGHWAY, 43.6 METERS (143.0 FT) EAST OF TRIANGULATION STATION MYRA,
 RP0671'AND 0.61 METERS (2.0 FT) SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 RP0671'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 RP0671'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0672 ***********************************************************************
 RP0672  DESIGNATION -  MYRA RM 2
 RP0672  PID         -  RP0672
 RP0672  STATE/COUNTY-  ND/CASS
 RP0672  USGS QUAD   -  WHEATLAND (1967)
 RP0672
 RP0672                         *CURRENT SURVEY CONTROL
 RP0672  ___________________________________________________________________
 RP0672* NAD 83(1986)-  46 52 34.     (N)    097 20 06.     (W)     SCALED    
 RP0672* NAVD 88     -       294.186  (meters)     965.18   (feet)  ADJUSTED  
 RP0672  ___________________________________________________________________
 RP0672  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 RP0672  DYNAMIC HT  -         294.208 (meters)     965.25  (feet)  COMP
 RP0672  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 RP0672
 RP0672  VERT ORDER  -  FIRST     CLASS II
 RP0672
 RP0672.The horizontal coordinates were scaled from a topographic map and have
 RP0672.an estimated accuracy of +/- 6 seconds.
 RP0672
 RP0672.The orthometric height was determined by differential leveling
 RP0672.and adjusted by the National Geodetic Survey in June 1991..
 RP0672
 RP0672.The geoid height was determined by GEOID03.
 RP0672
 RP0672.The dynamic height is computed by dividing the NAVD 88
 RP0672.geopotential number by the normal gravity value computed on the
 RP0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0672.degrees latitude (g = 980.6199 gals.).
 RP0672
 RP0672.The modeled gravity was interpolated from observed gravity values.
 RP0672
 RP0672;                    North         East    Units  Estimated Accuracy
 RP0672;SPC ND S     -   139,300.      841,190.      MT  (+/- 180 meters Scaled)
 RP0672
 RP0672                          SUPERSEDED SURVEY CONTROL
 RP0672
 RP0672.No superseded survey control is available for this station.
 RP0672
 RP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS268927(NAD 83)
 RP0672_MARKER: DR = REFERENCE MARK DISK
 RP0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0672_SP_SET: CONCRETE POST
 RP0672_STAMPING: MYRA NO 2 1954
 RP0672_MARK LOGO: CGS   
 RP0672_PROJECTION: RECESSED 8 CENTIMETERS
 RP0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0672+STABILITY: SURFACE MOTION
 RP0672
 RP0672  HISTORY     - Date     Condition        Report By
 RP0672  HISTORY     - 1954     MONUMENTED       CGS
 RP0672  HISTORY     - 1982     GOOD             NGS
 RP0672
 RP0672                          STATION DESCRIPTION
 RP0672
 RP0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0672'3.5 KM (2.2 MI) SOUTH FROM WHEATLAND.
 RP0672'0.9 KM (0.55 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP0672'WHEATLAND-CHAFFEE INTERCHANGE WHICH IS 3.2 KM (2.0 MI) SOUTH OF
 RP0672'WHEATLAND, ON THE NORTH SIDE OF THE WESTBOUND LANES OF THE INTERSTATE,
 RP0672'30.8 METERS (100.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE
 RP0672'OF THE HIGHWAY, 39.0 METERS (128.0 FT) WEST OF TRIANGULATION STATION
 RP0672'MYRA, 4.6 METERS (15.0 FT) EAST OF A CONCRETE RIGHT-OF-WAY POST, AND
 RP0672'0.15 METERS (0.5 FT) SOUTH OF A FENCE LINE.
 RP0672'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 RP0672'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0399 ***********************************************************************
 TE0399  DESIGNATION -  N 1
 TE0399  PID         -  TE0399
 TE0399  STATE/COUNTY-  ND/NELSON
 TE0399  USGS QUAD   -  LAKOTA (1983)
 TE0399
 TE0399                         *CURRENT SURVEY CONTROL
 TE0399  ___________________________________________________________________
 TE0399* NAD 83(1986)-  48 02 30.     (N)    098 20 44.     (W)     SCALED    
 TE0399* NAVD 88     -       463.166  (meters)    1519.57   (feet)  ADJUSTED  
 TE0399  ___________________________________________________________________
 TE0399  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 TE0399  DYNAMIC HT  -         463.243 (meters)    1519.82  (feet)  COMP
 TE0399  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TE0399
 TE0399  VERT ORDER  -  FIRST     CLASS II
 TE0399
 TE0399.The horizontal coordinates were scaled from a topographic map and have
 TE0399.an estimated accuracy of +/- 6 seconds.
 TE0399
 TE0399.The orthometric height was determined by differential leveling
 TE0399.and adjusted by the National Geodetic Survey in June 1991..
 TE0399.WARNING-Repeat measurements at this control monument indicate possible
 TE0399.vertical movement.
 TE0399
 TE0399.The geoid height was determined by GEOID03.
 TE0399
 TE0399.The dynamic height is computed by dividing the NAVD 88
 TE0399.geopotential number by the normal gravity value computed on the
 TE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0399.degrees latitude (g = 980.6199 gals.).
 TE0399
 TE0399.The modeled gravity was interpolated from observed gravity values.
 TE0399
 TE0399;                    North         East    Units  Estimated Accuracy
 TE0399;SPC ND N     -   118,060.      760,620.      MT  (+/- 180 meters Scaled)
 TE0399
 TE0399                          SUPERSEDED SURVEY CONTROL
 TE0399
 TE0399  NGVD 29 (??/??/92)  462.796  (m)         1518.36   (f) ADJ UNCH    1 2
 TE0399
 TE0399.Superseded values are not recommended for survey control.
 TE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0399.See file dsdata.txt to determine how the superseded data were derived.
 TE0399
 TE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU487211(NAD 83)
 TE0399_MARKER: DB = BENCH MARK DISK
 TE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0399_STAMPING: ELEV 1518.603 FT N 1
 TE0399_MARK LOGO: CGS   
 TE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0399+STABILITY: SURFACE MOTION
 TE0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0399+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 TE0399
 TE0399  HISTORY     - Date     Condition        Report By
 TE0399  HISTORY     - UNK      MONUMENTED       CGS
 TE0399  HISTORY     - 1963     GOOD             NGS
 TE0399  HISTORY     - 1982     GOOD             NGS
 TE0399  HISTORY     - 20060118 GOOD             INDIV
 TE0399
 TE0399                          STATION DESCRIPTION
 TE0399
 TE0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0399'IN LAKOTA.
 TE0399'AT LAKOTA, IN S 26, R 60 W, T 153 N, AT THE INTERSECTION OF SECOND
 TE0399'STREET AND B AVENUE, 110.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 TE0399'THE COURTHOUSE, 17.6 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 TE0399'ALONG B AVENUE, 4.7 FEET WEST OF THE WEST EDGE OF THE SIDEWALK ALONG
 TE0399'SECOND STREET, ABOUT LEVEL WITH THE SIDEWALKS, AND SET IN THE TOP OF A
 TE0399'CONCRETE POST ABOUT 0.2 FOOT UNDERGROUND.
 TE0399
 TE0399                          STATION RECOVERY (1982)
 TE0399
 TE0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0399'RECOVERED IN GOOD CONDITION.
 TE0399
 TE0399                          STATION RECOVERY (2006)
 TE0399
 TE0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PFW)
 TE0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0017 ***********************************************************************
 RR0017  DESIGNATION -  N 10
 RR0017  PID         -  RR0017
 RR0017  STATE/COUNTY-  ND/BURLEIGH
 RR0017  USGS QUAD   -  MC KENZIE (1975)
 RR0017
 RR0017                         *CURRENT SURVEY CONTROL
 RR0017  ___________________________________________________________________
 RR0017* NAD 83(1986)-  46 49 13.     (N)    100 24 48.     (W)     SCALED    
 RR0017* NAVD 88     -       519.590  (meters)    1704.69   (feet)  ADJUSTED  
 RR0017  ___________________________________________________________________
 RR0017  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 RR0017  DYNAMIC HT  -         519.600 (meters)    1704.72  (feet)  COMP
 RR0017  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 RR0017
 RR0017  VERT ORDER  -  FIRST     CLASS II
 RR0017
 RR0017.The horizontal coordinates were scaled from a topographic map and have
 RR0017.an estimated accuracy of +/- 6 seconds.
 RR0017
 RR0017.The orthometric height was determined by differential leveling
 RR0017.and adjusted by the National Geodetic Survey in June 1991..
 RR0017.WARNING-Repeat measurements at this control monument indicate possible
 RR0017.vertical movement.
 RR0017
 RR0017.The geoid height was determined by GEOID03.
 RR0017
 RR0017.The dynamic height is computed by dividing the NAVD 88
 RR0017.geopotential number by the normal gravity value computed on the
 RR0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0017.degrees latitude (g = 980.6199 gals.).
 RR0017
 RR0017.The modeled gravity was interpolated from observed gravity values.
 RR0017
 RR0017;                    North         East    Units  Estimated Accuracy
 RR0017;SPC ND S     -   128,240.      606,610.      MT  (+/- 180 meters Scaled)
 RR0017
 RR0017                          SUPERSEDED SURVEY CONTROL
 RR0017
 RR0017  NGVD 29 (??/??/92)  519.181  (m)         1703.35   (f) ADJ UNCH    1 2
 RR0017
 RR0017.Superseded values are not recommended for survey control.
 RR0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0017.See file dsdata.txt to determine how the superseded data were derived.
 RR0017
 RR0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS921861(NAD 83)
 RR0017_MARKER: DB = BENCH MARK DISK
 RR0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0017_STAMPING: 1703.366 N 10 1927
 RR0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0017+STABILITY: SURFACE MOTION
 RR0017
 RR0017  HISTORY     - Date     Condition        Report By
 RR0017  HISTORY     - 1927     MONUMENTED       CGS
 RR0017  HISTORY     - 1956     GOOD             NGS
 RR0017  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0017  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0017
 RR0017                          STATION DESCRIPTION
 RR0017
 RR0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0017'IN MCKENZIE.
 RR0017'AT MCKENZIE, BURLEIGH COUNTY, ABOUT 1/4 MILE EAST ALONG THE MAIN LINE
 RR0017'OF THE NORTHERN PACIFIC RAILWAY FROM THE STATION, ABOUT 360 FEET
 RR0017'SOUTHEAST OF THE JUNCTION OF THE LINTON BRANCH, 52 FEET SOUTHWEST OF
 RR0017'THE CENTER LINE OF THE MAIN-LINE TRACK, 58.5 FEET NORTHEAST OF THE
 RR0017'CENTER LINE OF THE BRANCH TRACK, 41 FEET SOUTHEAST OF A SWITCH STAND,
 RR0017'AND ABOUT 5 FEET LOWER THAN THE MAIN-LINE TRACK.  A STANDARD DISK,
 RR0017'STAMPED 1703.346 N 10 1927 AND SET IN THE TOP OF A CONCRETE POST
 RR0017'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 RR0017
 RR0017                          STATION RECOVERY (1975)
 RR0017
 RR0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0017'MARK NOT FOUND.
 RR0017
 RR0017                          STATION RECOVERY (1982)
 RR0017
 RR0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0017'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1690 ***********************************************************************
 TF1690  DESIGNATION -  N 10 B 1
 TF1690  PID         -  TF1690
 TF1690  STATE/COUNTY-  ND/RENVILLE
 TF1690  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1690
 TF1690                         *CURRENT SURVEY CONTROL
 TF1690  ___________________________________________________________________
 TF1690* NAD 83(1986)-  48 49 15.     (N)    101 46 38.     (W)     SCALED    
 TF1690* NAVD 88     -       542.146  (meters)    1778.69   (feet)  ADJUSTED  
 TF1690  ___________________________________________________________________
 TF1690  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TF1690  DYNAMIC HT  -         542.266 (meters)    1779.08  (feet)  COMP
 TF1690  MODELED GRAV-     980,814.6   (mgal)                       NAVD 88
 TF1690
 TF1690  VERT ORDER  -  SECOND    CLASS 0
 TF1690
 TF1690.The horizontal coordinates were scaled from a topographic map and have
 TF1690.an estimated accuracy of +/- 6 seconds.
 TF1690
 TF1690.The orthometric height was determined by differential leveling
 TF1690.and adjusted by the National Geodetic Survey in June 1991..
 TF1690
 TF1690.The geoid height was determined by GEOID03.
 TF1690
 TF1690.The dynamic height is computed by dividing the NAVD 88
 TF1690.geopotential number by the normal gravity value computed on the
 TF1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1690.degrees latitude (g = 980.6199 gals.).
 TF1690
 TF1690.The modeled gravity was interpolated from observed gravity values.
 TF1690
 TF1690;                    North         East    Units  Estimated Accuracy
 TF1690;SPC ND N     -   203,230.      506,210.      MT  (+/- 180 meters Scaled)
 TF1690
 TF1690                          SUPERSEDED SURVEY CONTROL
 TF1690
 TF1690  NGVD 29 (??/??/92)  541.78   (m)         1777.5    (f) COMPUTED    2 0
 TF1690
 TF1690.Superseded values are not recommended for survey control.
 TF1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1690.See file dsdata.txt to determine how the superseded data were derived.
 TF1690
 TF1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV961112(NAD 83)
 TF1690_MARKER: DD = SURVEY DISK
 TF1690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1690_SP_SET: CONCRETE CYLINDER
 TF1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1690
 TF1690  HISTORY     - Date     Condition        Report By
 TF1690  HISTORY     - UNK      MONUMENTED       DOD
 TF1690  HISTORY     - 1963     GOOD             NGS
 TF1690
 TF1690                          STATION DESCRIPTION
 TF1690
 TF1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1690'17.05 MI SW FROM SHERWOOD.
 TF1690'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1690'SHERWOOD, THENCE 7.0 MILES WEST ALONG COUNTY ROAD 4, THENCE 3.0 MILES
 TF1690'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED
 TF1690'ROAD, 77 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 47 FEET SOUTH OF A
 TF1690'FENCE, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TF1690'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TF1690'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1689 ***********************************************************************
 TF1689  DESIGNATION -  N 10 B 2
 TF1689  PID         -  TF1689
 TF1689  STATE/COUNTY-  ND/RENVILLE
 TF1689  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1689
 TF1689                         *CURRENT SURVEY CONTROL
 TF1689  ___________________________________________________________________
 TF1689* NAD 83(1986)-  48 49 03.     (N)    101 46 30.     (W)     SCALED    
 TF1689* NAVD 88     -       539.655  (meters)    1770.52   (feet)  ADJUSTED  
 TF1689  ___________________________________________________________________
 TF1689  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 TF1689  DYNAMIC HT  -         539.775 (meters)    1770.91  (feet)  COMP
 TF1689  MODELED GRAV-     980,815.4   (mgal)                       NAVD 88
 TF1689
 TF1689  VERT ORDER  -  SECOND    CLASS 0
 TF1689
 TF1689.The horizontal coordinates were scaled from a topographic map and have
 TF1689.an estimated accuracy of +/- 6 seconds.
 TF1689
 TF1689.The orthometric height was determined by differential leveling
 TF1689.and adjusted by the National Geodetic Survey in June 1991..
 TF1689
 TF1689.The geoid height was determined by GEOID03.
 TF1689
 TF1689.The dynamic height is computed by dividing the NAVD 88
 TF1689.geopotential number by the normal gravity value computed on the
 TF1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1689.degrees latitude (g = 980.6199 gals.).
 TF1689
 TF1689.The modeled gravity was interpolated from observed gravity values.
 TF1689
 TF1689;                    North         East    Units  Estimated Accuracy
 TF1689;SPC ND N     -   202,860.      506,370.      MT  (+/- 180 meters Scaled)
 TF1689
 TF1689                          SUPERSEDED SURVEY CONTROL
 TF1689
 TF1689  NGVD 29 (??/??/92)  539.29   (m)         1769.3    (f) COMPUTED    2 0
 TF1689
 TF1689.Superseded values are not recommended for survey control.
 TF1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1689.See file dsdata.txt to determine how the superseded data were derived.
 TF1689
 TF1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV962108(NAD 83)
 TF1689_MARKER: DD = SURVEY DISK
 TF1689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1689_SP_SET: CONCRETE CYLINDER
 TF1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1689
 TF1689  HISTORY     - Date     Condition        Report By
 TF1689  HISTORY     - UNK      MONUMENTED       DOD
 TF1689  HISTORY     - 1963     GOOD             NGS
 TF1689
 TF1689                          STATION DESCRIPTION
 TF1689
 TF1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1689'17.3 MI SW FROM SHERWOOD.
 TF1689'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1689'SHERWOOD, THENCE 7.0 MILES WEST ALONG COUNTY ROAD 4, THENCE 3.0 MILES
 TF1689'SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED
 TF1689'ROAD, THENCE 0.25 MILE SOUTH-SOUTHEAST ACROSS COUNTRY, ABOUT 135 YARDS
 TF1689'EAST OF A ROW OF POWER POLES, THE TOP SURFACE OVER THE CENTER HOLE OF
 TF1689'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF1689'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1692 ***********************************************************************
 TF1692  DESIGNATION -  N 10 Z
 TF1692  PID         -  TF1692
 TF1692  STATE/COUNTY-  ND/RENVILLE
 TF1692  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1692
 TF1692                         *CURRENT SURVEY CONTROL
 TF1692  ___________________________________________________________________
 TF1692* NAD 83(1986)-  48 49 16.     (N)    101 46 55.     (W)     SCALED    
 TF1692* NAVD 88     -       540.044  (meters)    1771.79   (feet)  ADJUSTED  
 TF1692  ___________________________________________________________________
 TF1692  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF1692  DYNAMIC HT  -         540.164 (meters)    1772.19  (feet)  COMP
 TF1692  MODELED GRAV-     980,814.3   (mgal)                       NAVD 88
 TF1692
 TF1692  VERT ORDER  -  SECOND    CLASS 0
 TF1692
 TF1692.The horizontal coordinates were scaled from a topographic map and have
 TF1692.an estimated accuracy of +/- 6 seconds.
 TF1692
 TF1692.The orthometric height was determined by differential leveling
 TF1692.and adjusted by the National Geodetic Survey in June 1991..
 TF1692
 TF1692.The geoid height was determined by GEOID03.
 TF1692
 TF1692.The dynamic height is computed by dividing the NAVD 88
 TF1692.geopotential number by the normal gravity value computed on the
 TF1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1692.degrees latitude (g = 980.6199 gals.).
 TF1692
 TF1692.The modeled gravity was interpolated from observed gravity values.
 TF1692
 TF1692;                    North         East    Units  Estimated Accuracy
 TF1692;SPC ND N     -   203,270.      505,870.      MT  (+/- 180 meters Scaled)
 TF1692
 TF1692                          SUPERSEDED SURVEY CONTROL
 TF1692
 TF1692  NGVD 29 (??/??/92)  539.67   (m)         1770.6    (f) COMPUTED    2 0
 TF1692
 TF1692.Superseded values are not recommended for survey control.
 TF1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1692.See file dsdata.txt to determine how the superseded data were derived.
 TF1692
 TF1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV958113(NAD 83)
 TF1692_MARKER: DS = TRIANGULATION STATION DISK
 TF1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1692_STAMPING: N 10 Z 1963
 TF1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1692+STABILITY: SURFACE MOTION
 TF1692
 TF1692  HISTORY     - Date     Condition        Report By
 TF1692  HISTORY     - 1963     MONUMENTED       CGS
 TF1692
 TF1692                          STATION DESCRIPTION
 TF1692
 TF1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1692'16.8 MI SW FROM SHERWOOD.
 TF1692'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1692'SHERWOOD, THENCE 7.0 MILES WEST ALONG COUNTY ROAD 4, THENCE 3.0 MILES
 TF1692'SOUTH ALONG A GRAVELED ROAD, 248 FEET WEST OF THE CENTER LINE OF THE
 TF1692'GRAVELED ROAD, 41 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 202
 TF1692'FEET WEST OF A FENCE CORNER, 58.7 FEET SOUTH-SOUTHWEST OF AND ACROSS
 TF1692'THE TRACK ROAD FROM N 10 Z R.M. 1, 43 FEET EAST OF N 10 Z R.M. 2, 6.0
 TF1692'FEET NORTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 TF1692'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1693 ***********************************************************************
 TF1693  DESIGNATION -  N 10 Z RM 1
 TF1693  PID         -  TF1693
 TF1693  STATE/COUNTY-  ND/RENVILLE
 TF1693  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1693
 TF1693                         *CURRENT SURVEY CONTROL
 TF1693  ___________________________________________________________________
 TF1693* NAD 83(1986)-  48 49 15.     (N)    101 46 55.     (W)     SCALED    
 TF1693* NAVD 88     -       540.001  (meters)    1771.65   (feet)  ADJUSTED  
 TF1693  ___________________________________________________________________
 TF1693  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF1693  DYNAMIC HT  -         540.121 (meters)    1772.05  (feet)  COMP
 TF1693  MODELED GRAV-     980,814.4   (mgal)                       NAVD 88
 TF1693
 TF1693  VERT ORDER  -  SECOND    CLASS 0
 TF1693
 TF1693.The horizontal coordinates were scaled from a topographic map and have
 TF1693.an estimated accuracy of +/- 6 seconds.
 TF1693
 TF1693.The orthometric height was determined by differential leveling
 TF1693.and adjusted by the National Geodetic Survey in June 1991..
 TF1693
 TF1693.The geoid height was determined by GEOID03.
 TF1693
 TF1693.The dynamic height is computed by dividing the NAVD 88
 TF1693.geopotential number by the normal gravity value computed on the
 TF1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1693.degrees latitude (g = 980.6199 gals.).
 TF1693
 TF1693.The modeled gravity was interpolated from observed gravity values.
 TF1693
 TF1693;                    North         East    Units  Estimated Accuracy
 TF1693;SPC ND N     -   203,240.      505,860.      MT  (+/- 180 meters Scaled)
 TF1693
 TF1693                          SUPERSEDED SURVEY CONTROL
 TF1693
 TF1693  NGVD 29 (??/??/92)  539.63   (m)         1770.4    (f) COMPUTED    2 0
 TF1693
 TF1693.Superseded values are not recommended for survey control.
 TF1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1693.See file dsdata.txt to determine how the superseded data were derived.
 TF1693
 TF1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV958112(NAD 83)
 TF1693_MARKER: DR = REFERENCE MARK DISK
 TF1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1693_STAMPING: N 10 Z NO 1 1963
 TF1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1693+STABILITY: SURFACE MOTION
 TF1693
 TF1693  HISTORY     - Date     Condition        Report By
 TF1693  HISTORY     - 1963     MONUMENTED       CGS
 TF1693
 TF1693                          STATION DESCRIPTION
 TF1693
 TF1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1693'16.8 MI SW FROM SHERWOOD.
 TF1693'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1693'SHERWOOD, THENCE 7.0 MILES WEST ALONG COUNTY ROAD 4, THENCE 3.0 MILES
 TF1693'SOUTH ALONG A GRAVELED ROAD, 15 FEET NORTH OF THE CENTER LINE OF A
 TF1693'TRACK ROAD WHICH LEADS WEST, 57.8 FEET NORTH-NORTHEAST OF N 10 Z 1963,
 TF1693'1 1/2 FEET SOUTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST
 TF1693'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1691 ***********************************************************************
 TF1691  DESIGNATION -  N 10 Z RM 2
 TF1691  PID         -  TF1691
 TF1691  STATE/COUNTY-  ND/RENVILLE
 TF1691  USGS QUAD   -  MOUSE RIVER PARK (1977)
 TF1691
 TF1691                         *CURRENT SURVEY CONTROL
 TF1691  ___________________________________________________________________
 TF1691* NAD 83(1986)-  48 49 15.     (N)    101 46 55.     (W)     SCALED    
 TF1691* NAVD 88     -       539.910  (meters)    1771.35   (feet)  ADJUSTED  
 TF1691  ___________________________________________________________________
 TF1691  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 TF1691  DYNAMIC HT  -         540.029 (meters)    1771.75  (feet)  COMP
 TF1691  MODELED GRAV-     980,814.4   (mgal)                       NAVD 88
 TF1691
 TF1691  VERT ORDER  -  SECOND    CLASS 0
 TF1691
 TF1691.The horizontal coordinates were scaled from a topographic map and have
 TF1691.an estimated accuracy of +/- 6 seconds.
 TF1691
 TF1691.The orthometric height was determined by differential leveling
 TF1691.and adjusted by the National Geodetic Survey in June 1991..
 TF1691
 TF1691.The geoid height was determined by GEOID03.
 TF1691
 TF1691.The dynamic height is computed by dividing the NAVD 88
 TF1691.geopotential number by the normal gravity value computed on the
 TF1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1691.degrees latitude (g = 980.6199 gals.).
 TF1691
 TF1691.The modeled gravity was interpolated from observed gravity values.
 TF1691
 TF1691;                    North         East    Units  Estimated Accuracy
 TF1691;SPC ND N     -   203,240.      505,860.      MT  (+/- 180 meters Scaled)
 TF1691
 TF1691                          SUPERSEDED SURVEY CONTROL
 TF1691
 TF1691  NGVD 29 (??/??/92)  539.54   (m)         1770.1    (f) COMPUTED    2 0
 TF1691
 TF1691.Superseded values are not recommended for survey control.
 TF1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1691.See file dsdata.txt to determine how the superseded data were derived.
 TF1691
 TF1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV958112(NAD 83)
 TF1691_MARKER: DR = REFERENCE MARK DISK
 TF1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1691_STAMPING: N 10 Z NO 2 1963
 TF1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1691+STABILITY: SURFACE MOTION
 TF1691
 TF1691  HISTORY     - Date     Condition        Report By
 TF1691  HISTORY     - 1963     MONUMENTED       CGS
 TF1691
 TF1691                          STATION DESCRIPTION
 TF1691
 TF1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1691'16.8 MI SW FROM SHERWOOD.
 TF1691'ABOUT 6.8 MILES SOUTH ALONG COUNTY ROAD 28 FROM THE CATHOLIC CHURCH AT
 TF1691'SHERWOOD, THENCE 7.0 MILES WEST ALONG COUNTY ROAD 4, THENCE 3.0 MILES
 TF1691'SOUTH ALONG A GRAVELED ROAD, 46 FEET SOUTH OF THE CENTER LINE OF A
 TF1691'TRACK ROAD LEADING WEST, 43.0 FEET WEST OF N 10 Z 1963, 1 1/2 FEET
 TF1691'NORTH OF A FENCE, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 TF1691'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0340 ***********************************************************************
 RR0340  DESIGNATION -  N 100
 RR0340  PID         -  RR0340
 RR0340  STATE/COUNTY-  ND/GRANT
 RR0340  USGS QUAD   -  LARK (1980)
 RR0340
 RR0340                         *CURRENT SURVEY CONTROL
 RR0340  ___________________________________________________________________
 RR0340* NAD 83(1986)-  46 25 15.     (N)    101 28 35.     (W)     SCALED    
 RR0340* NAVD 88     -       665.788  (meters)    2184.34   (feet)  ADJUSTED  
 RR0340  ___________________________________________________________________
 RR0340  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 RR0340  DYNAMIC HT  -         665.757 (meters)    2184.24  (feet)  COMP
 RR0340  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 RR0340
 RR0340  VERT ORDER  -  SECOND    CLASS 0
 RR0340
 RR0340.The horizontal coordinates were scaled from a topographic map and have
 RR0340.an estimated accuracy of +/- 6 seconds.
 RR0340
 RR0340.The orthometric height was determined by differential leveling
 RR0340.and adjusted by the National Geodetic Survey in June 1991..
 RR0340
 RR0340.The geoid height was determined by GEOID03.
 RR0340
 RR0340.The dynamic height is computed by dividing the NAVD 88
 RR0340.geopotential number by the normal gravity value computed on the
 RR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0340.degrees latitude (g = 980.6199 gals.).
 RR0340
 RR0340.The modeled gravity was interpolated from observed gravity values.
 RR0340
 RR0340;                    North         East    Units  Estimated Accuracy
 RR0340;SPC ND S     -    84,300.      524,950.      MT  (+/- 180 meters Scaled)
 RR0340
 RR0340                          SUPERSEDED SURVEY CONTROL
 RR0340
 RR0340  NGVD 29 (??/??/92)  665.293  (m)         2182.72   (f) ADJ UNCH    2 0
 RR0340
 RR0340.Superseded values are not recommended for survey control.
 RR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0340.See file dsdata.txt to determine how the superseded data were derived.
 RR0340
 RR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS097437(NAD 83)
 RR0340_MARKER: DB = BENCH MARK DISK
 RR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0340_STAMPING: N 100 1934
 RR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0340+STABILITY: SURFACE MOTION
 RR0340
 RR0340  HISTORY     - Date     Condition        Report By
 RR0340  HISTORY     - 1934     MONUMENTED       CGS
 RR0340  HISTORY     - 1956     GOOD             NGS
 RR0340
 RR0340                          STATION DESCRIPTION
 RR0340
 RR0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0340'4.2 MI NE FROM CARSON.
 RR0340'4.2 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RR0340'STATION AT CARSON, GRANT COUNTY, 0.2 MILE NORTHEAST OF MILEPOST 49,
 RR0340'0.2 MILE SOUTHWEST OF THE SOUTHWEST END OF THE TRESTLE OVER LOUSE
 RR0340'CREEK, 420 FEET NORTHEAST OF THE NORTHEAST END OF A DEEP CURVED CUT
 RR0340'THROUGH THE NORTH SIDE OF A HILL, AND 27.2 FEET SOUTHEAST OF THE
 RR0340'SOUTHEAST RAIL.  A STANDARD DISK, STAMPED N 100 1934 AND SET IN THE
 RR0340'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0094 ***********************************************************************
 RS0094  DESIGNATION -  N 101
 RS0094  PID         -  RS0094
 RS0094  STATE/COUNTY-  ND/ADAMS
 RS0094  USGS QUAD   -  HETTINGER NORTH (1974)
 RS0094
 RS0094                         *CURRENT SURVEY CONTROL
 RS0094  ___________________________________________________________________
 RS0094* NAD 83(1986)-  46 00 03.     (N)    102 38 39.     (W)     SCALED    
 RS0094* NAVD 88     -       814.548  (meters)    2672.40   (feet)  ADJUSTED  
 RS0094  ___________________________________________________________________
 RS0094  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 RS0094  DYNAMIC HT  -         814.457 (meters)    2672.10  (feet)  COMP
 RS0094  MODELED GRAV-     980,475.0   (mgal)                       NAVD 88
 RS0094
 RS0094  VERT ORDER  -  SECOND    CLASS 0
 RS0094
 RS0094.The horizontal coordinates were scaled from a topographic map and have
 RS0094.an estimated accuracy of +/- 6 seconds.
 RS0094
 RS0094.The orthometric height was determined by differential leveling
 RS0094.and adjusted by the National Geodetic Survey in June 1991..
 RS0094
 RS0094.The geoid height was determined by GEOID03.
 RS0094
 RS0094.The dynamic height is computed by dividing the NAVD 88
 RS0094.geopotential number by the normal gravity value computed on the
 RS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0094.degrees latitude (g = 980.6199 gals.).
 RS0094
 RS0094.The modeled gravity was interpolated from observed gravity values.
 RS0094
 RS0094;                    North         East    Units  Estimated Accuracy
 RS0094;SPC ND S     -    39,410.      433,920.      MT  (+/- 180 meters Scaled)
 RS0094
 RS0094                          SUPERSEDED SURVEY CONTROL
 RS0094
 RS0094  NGVD 29 (??/??/92)  814.042  (m)         2670.74   (f) ADJ UNCH    2 0
 RS0094
 RS0094.Superseded values are not recommended for survey control.
 RS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0094.See file dsdata.txt to determine how the superseded data were derived.
 RS0094
 RS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL824968(NAD 83)
 RS0094_MARKER: DB = BENCH MARK DISK
 RS0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0094_STAMPING: N 101 1934
 RS0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0094+STABILITY: SURFACE MOTION
 RS0094
 RS0094  HISTORY     - Date     Condition        Report By
 RS0094  HISTORY     - 1934     MONUMENTED       CGS
 RS0094  HISTORY     - 1951     GOOD             NGS
 RS0094  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0094
 RS0094                          STATION DESCRIPTION
 RS0094
 RS0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RS0094'IN HETTINGER.
 RS0094'AT HETTINGER, ADAMS COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RS0094'PACIFIC RAILROAD, 0.3 MILE NORTHWEST OF THE STATION, AT THE CROSSING
 RS0094'OF STATE HIGHWAY 8, 52.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 49 FEET
 RS0094'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET SOUTH OF A POLE. A
 RS0094'STANDARD DISK, STAMPED N 101 1934 AND SET IN THE TOP OF A CONCRETE
 RS0094'POST PROJECTING 6 INCHES ABOVE GROUND.
 RS0094
 RS0094                          STATION RECOVERY (1974)
 RS0094
 RS0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0122 ***********************************************************************
 SN0122  DESIGNATION -  N 11
 SN0122  PID         -  SN0122
 SN0122  STATE/COUNTY-  ND/MCLEAN
 SN0122  USGS QUAD   -  WILTON (1966)
 SN0122
 SN0122                         *CURRENT SURVEY CONTROL
 SN0122  ___________________________________________________________________
 SN0122* NAD 83(1986)-  47 09 27.     (N)    100 46 50.     (W)     SCALED    
 SN0122* NAVD 88     -       658.631  (meters)    2160.86   (feet)  ADJUSTED  
 SN0122  ___________________________________________________________________
 SN0122  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 SN0122  DYNAMIC HT  -         658.647 (meters)    2160.91  (feet)  COMP
 SN0122  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 SN0122
 SN0122  VERT ORDER  -  FIRST     CLASS II
 SN0122
 SN0122.The horizontal coordinates were scaled from a topographic map and have
 SN0122.an estimated accuracy of +/- 6 seconds.
 SN0122
 SN0122.The orthometric height was determined by differential leveling
 SN0122.and adjusted by the National Geodetic Survey in June 1991..
 SN0122.WARNING-Repeat measurements at this control monument indicate possible
 SN0122.vertical movement.
 SN0122
 SN0122.The geoid height was determined by GEOID03.
 SN0122
 SN0122.The dynamic height is computed by dividing the NAVD 88
 SN0122.geopotential number by the normal gravity value computed on the
 SN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0122.degrees latitude (g = 980.6199 gals.).
 SN0122
 SN0122.The modeled gravity was interpolated from observed gravity values.
 SN0122
 SN0122;                    North         East    Units  Estimated Accuracy
 SN0122;SPC ND N     -    17,550.      578,720.      MT  (+/- 180 meters Scaled)
 SN0122
 SN0122                          SUPERSEDED SURVEY CONTROL
 SN0122
 SN0122  NGVD 29 (??/??/92)  658.196  (m)         2159.43   (f) ADJ UNCH    1 2
 SN0122
 SN0122.Superseded values are not recommended for survey control.
 SN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0122.See file dsdata.txt to determine how the superseded data were derived.
 SN0122
 SN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT650242(NAD 83)
 SN0122_MARKER: DB = BENCH MARK DISK
 SN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0122_STAMPING: N 11 1927 2159.431
 SN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0122+STABILITY: SURFACE MOTION
 SN0122
 SN0122  HISTORY     - Date     Condition        Report By
 SN0122  HISTORY     - 1927     MONUMENTED       CGS
 SN0122  HISTORY     - 1962     GOOD             NGS
 SN0122  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0122
 SN0122                          STATION DESCRIPTION
 SN0122
 SN0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0122'IN WILTON.
 SN0122'AT THE SOO LINE RAILROAD DEPOT, 109 FEET SOUTH OF THE SOUTHEAST CORNER
 SN0122'OF THE DEPOT, 102 FEET EAST OF THE CENTERLINE OF A GRAVELED STREET, 10
 SN0122'FEET WEST OF THE WEST RAIL, 5 FEET EAST OF A FENCE CORNER, 1.3 FEET
 SN0122'NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, SET IN THE
 SN0122'TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE GROUND.
 SN0122
 SN0122                          STATION RECOVERY (1982)
 SN0122
 SN0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0122'THE RAILROAD STATION HAS BEEN REMOVED AND THE MARK IS PROBABLY
 SN0122'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1496 ***********************************************************************
 TF1496  DESIGNATION -  N 11 B 1
 TF1496  PID         -  TF1496
 TF1496  STATE/COUNTY-  ND/RENVILLE
 TF1496  USGS QUAD   -  MOHALL SW (1971)
 TF1496
 TF1496                         *CURRENT SURVEY CONTROL
 TF1496  ___________________________________________________________________
 TF1496* NAD 83(1986)-  48 49 26.     (N)    101 38 07.     (W)     SCALED    
 TF1496* NAVD 88     -       516.341  (meters)    1694.03   (feet)  ADJUSTED  
 TF1496  ___________________________________________________________________
 TF1496  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF1496  DYNAMIC HT  -         516.454 (meters)    1694.40  (feet)  COMP
 TF1496  MODELED GRAV-     980,812.5   (mgal)                       NAVD 88
 TF1496
 TF1496  VERT ORDER  -  SECOND    CLASS 0
 TF1496
 TF1496.The horizontal coordinates were scaled from a topographic map and have
 TF1496.an estimated accuracy of +/- 6 seconds.
 TF1496
 TF1496.The orthometric height was determined by differential leveling
 TF1496.and adjusted by the National Geodetic Survey in June 1991..
 TF1496
 TF1496.The geoid height was determined by GEOID03.
 TF1496
 TF1496.The dynamic height is computed by dividing the NAVD 88
 TF1496.geopotential number by the normal gravity value computed on the
 TF1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1496.degrees latitude (g = 980.6199 gals.).
 TF1496
 TF1496.The modeled gravity was interpolated from observed gravity values.
 TF1496
 TF1496;                    North         East    Units  Estimated Accuracy
 TF1496;SPC ND N     -   203,410.      516,640.      MT  (+/- 180 meters Scaled)
 TF1496
 TF1496                          SUPERSEDED SURVEY CONTROL
 TF1496
 TF1496  NGVD 29 (??/??/92)  515.97   (m)         1692.8    (f) COMPUTED    2 0
 TF1496
 TF1496.Superseded values are not recommended for survey control.
 TF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1496.See file dsdata.txt to determine how the superseded data were derived.
 TF1496
 TF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV065112(NAD 83)
 TF1496_MARKER: DD = SURVEY DISK
 TF1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1496_SP_SET: CONCRETE CYLINDER
 TF1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1496
 TF1496  HISTORY     - Date     Condition        Report By
 TF1496  HISTORY     - UNK      MONUMENTED       DOD
 TF1496  HISTORY     - 1963     GOOD             NGS
 TF1496
 TF1496                          STATION DESCRIPTION
 TF1496
 TF1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1496'9.9 MI NW FROM MOHALL.
 TF1496'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1496'MOHALL, THENCE 4.0 MILES NORTH ALONG COUNTY ROAD 28, THENCE 0.1 MILE
 TF1496'WEST ALONG A GRAVELED ROAD, THENCE 0.35 MILE NORTHWEST ACROSS COUNTRY,
 TF1496'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 TF1496'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 TF1496'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1497 ***********************************************************************
 TF1497  DESIGNATION -  N 11 B 2
 TF1497  PID         -  TF1497
 TF1497  STATE/COUNTY-  ND/RENVILLE
 TF1497  USGS QUAD   -  MOHALL SW (1971)
 TF1497
 TF1497                         *CURRENT SURVEY CONTROL
 TF1497  ___________________________________________________________________
 TF1497* NAD 83(1986)-  48 49 35.     (N)    101 38 18.     (W)     SCALED    
 TF1497* NAVD 88     -       516.048  (meters)    1693.07   (feet)  ADJUSTED  
 TF1497  ___________________________________________________________________
 TF1497  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 TF1497  DYNAMIC HT  -         516.161 (meters)    1693.44  (feet)  COMP
 TF1497  MODELED GRAV-     980,812.8   (mgal)                       NAVD 88
 TF1497
 TF1497  VERT ORDER  -  SECOND    CLASS 0
 TF1497
 TF1497.The horizontal coordinates were scaled from a topographic map and have
 TF1497.an estimated accuracy of +/- 6 seconds.
 TF1497
 TF1497.The orthometric height was determined by differential leveling
 TF1497.and adjusted by the National Geodetic Survey in June 1991..
 TF1497
 TF1497.The geoid height was determined by GEOID03.
 TF1497
 TF1497.The dynamic height is computed by dividing the NAVD 88
 TF1497.geopotential number by the normal gravity value computed on the
 TF1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1497.degrees latitude (g = 980.6199 gals.).
 TF1497
 TF1497.The modeled gravity was interpolated from observed gravity values.
 TF1497
 TF1497;                    North         East    Units  Estimated Accuracy
 TF1497;SPC ND N     -   203,690.      516,420.      MT  (+/- 180 meters Scaled)
 TF1497
 TF1497                          SUPERSEDED SURVEY CONTROL
 TF1497
 TF1497  NGVD 29 (??/??/92)  515.68   (m)         1691.9    (f) COMPUTED    2 0
 TF1497
 TF1497.Superseded values are not recommended for survey control.
 TF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1497.See file dsdata.txt to determine how the superseded data were derived.
 TF1497
 TF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV063115(NAD 83)
 TF1497_MARKER: DD = SURVEY DISK
 TF1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1497_SP_SET: CONCRETE CYLINDER
 TF1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1497
 TF1497  HISTORY     - Date     Condition        Report By
 TF1497  HISTORY     - UNK      MONUMENTED       DOD
 TF1497  HISTORY     - 1963     GOOD             NGS
 TF1497
 TF1497                          STATION DESCRIPTION
 TF1497
 TF1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1497'10.25 MI NW FROM MOHALL.
 TF1497'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1497'MOHALL, THENCE 4.0 MILES NORTH ALONG COUNTY ROAD 28, THENCE 0.1 MILE
 TF1497'WEST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHWEST ACROSS COUNTRY,
 TF1497'ABOUT 0.1 MILE SOUTH OF AN EAST-WEST FIELD ROAD, IN AN OPEN FIELD, THE
 TF1497'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF1497'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 TF1497'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1493 ***********************************************************************
 TF1493  DESIGNATION -  N 11 Z
 TF1493  PID         -  TF1493
 TF1493  STATE/COUNTY-  ND/RENVILLE
 TF1493  USGS QUAD   -  MOHALL SW (1971)
 TF1493
 TF1493                         *CURRENT SURVEY CONTROL
 TF1493  ___________________________________________________________________
 TF1493* NAD 83(1986)-  48 49 17.     (N)    101 37 46.     (W)     SCALED    
 TF1493* NAVD 88     -       514.510  (meters)    1688.02   (feet)  ADJUSTED  
 TF1493  ___________________________________________________________________
 TF1493  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF1493  DYNAMIC HT  -         514.622 (meters)    1688.39  (feet)  COMP
 TF1493  MODELED GRAV-     980,812.3   (mgal)                       NAVD 88
 TF1493
 TF1493  VERT ORDER  -  SECOND    CLASS 0
 TF1493
 TF1493.The horizontal coordinates were scaled from a topographic map and have
 TF1493.an estimated accuracy of +/- 6 seconds.
 TF1493
 TF1493.The orthometric height was determined by differential leveling
 TF1493.and adjusted by the National Geodetic Survey in June 1991..
 TF1493
 TF1493.The geoid height was determined by GEOID03.
 TF1493
 TF1493.The dynamic height is computed by dividing the NAVD 88
 TF1493.geopotential number by the normal gravity value computed on the
 TF1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1493.degrees latitude (g = 980.6199 gals.).
 TF1493
 TF1493.The modeled gravity was interpolated from observed gravity values.
 TF1493
 TF1493;                    North         East    Units  Estimated Accuracy
 TF1493;SPC ND N     -   203,120.      517,060.      MT  (+/- 180 meters Scaled)
 TF1493
 TF1493                          SUPERSEDED SURVEY CONTROL
 TF1493
 TF1493  NGVD 29 (??/??/92)  514.14   (m)         1686.8    (f) COMPUTED    2 0
 TF1493
 TF1493.Superseded values are not recommended for survey control.
 TF1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1493.See file dsdata.txt to determine how the superseded data were derived.
 TF1493
 TF1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV069109(NAD 83)
 TF1493_MARKER: DS = TRIANGULATION STATION DISK
 TF1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1493_STAMPING: N 11 Z 1963
 TF1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1493+STABILITY: SURFACE MOTION
 TF1493
 TF1493  HISTORY     - Date     Condition        Report By
 TF1493  HISTORY     - 1963     MONUMENTED       CGS
 TF1493
 TF1493                          STATION DESCRIPTION
 TF1493
 TF1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1493'9.55 MI NW FROM MOHALL.
 TF1493'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1493'MOHALL, THENCE 4.0 MILES NORTH ALONG COUNTY ROAD 28, THENCE 0.1 MILE
 TF1493'WEST ALONG A GRAVELED ROAD, 44 1/2 FEET NORTH OF THE CENTER LINE OF
 TF1493'THE ROAD, 74.4 FEET WEST OF N 11 Z R.M. 1, 33.8 FEET WEST OF N 11 Z
 TF1493'R.M. 2, 3 FEET SOUTH OF A FENCE, 3.0 FEET SOUTH OF A METAL WITNESS
 TF1493'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 TF1493'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1494 ***********************************************************************
 TF1494  DESIGNATION -  N 11 Z RM 1
 TF1494  PID         -  TF1494
 TF1494  STATE/COUNTY-  ND/RENVILLE
 TF1494  USGS QUAD   -  MOHALL SW (1971)
 TF1494
 TF1494                         *CURRENT SURVEY CONTROL
 TF1494  ___________________________________________________________________
 TF1494* NAD 83(1986)-  48 49 17.     (N)    101 37 46.     (W)     SCALED    
 TF1494* NAVD 88     -       515.167  (meters)    1690.18   (feet)  ADJUSTED  
 TF1494  ___________________________________________________________________
 TF1494  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF1494  DYNAMIC HT  -         515.279 (meters)    1690.54  (feet)  COMP
 TF1494  MODELED GRAV-     980,812.3   (mgal)                       NAVD 88
 TF1494
 TF1494  VERT ORDER  -  SECOND    CLASS 0
 TF1494
 TF1494.The horizontal coordinates were scaled from a topographic map and have
 TF1494.an estimated accuracy of +/- 6 seconds.
 TF1494
 TF1494.The orthometric height was determined by differential leveling
 TF1494.and adjusted by the National Geodetic Survey in June 1991..
 TF1494
 TF1494.The geoid height was determined by GEOID03.
 TF1494
 TF1494.The dynamic height is computed by dividing the NAVD 88
 TF1494.geopotential number by the normal gravity value computed on the
 TF1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1494.degrees latitude (g = 980.6199 gals.).
 TF1494
 TF1494.The modeled gravity was interpolated from observed gravity values.
 TF1494
 TF1494;                    North         East    Units  Estimated Accuracy
 TF1494;SPC ND N     -   203,120.      517,060.      MT  (+/- 180 meters Scaled)
 TF1494
 TF1494                          SUPERSEDED SURVEY CONTROL
 TF1494
 TF1494  NGVD 29 (??/??/92)  514.80   (m)         1689.0    (f) COMPUTED    2 0
 TF1494
 TF1494.Superseded values are not recommended for survey control.
 TF1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1494.See file dsdata.txt to determine how the superseded data were derived.
 TF1494
 TF1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV069109(NAD 83)
 TF1494_MARKER: DR = REFERENCE MARK DISK
 TF1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1494_STAMPING: N 11 Z NO 1 1963
 TF1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1494+STABILITY: SURFACE MOTION
 TF1494
 TF1494  HISTORY     - Date     Condition        Report By
 TF1494  HISTORY     - 1963     MONUMENTED       CGS
 TF1494
 TF1494                          STATION DESCRIPTION
 TF1494
 TF1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1494'9.55 MI NW FROM MOHALL.
 TF1494'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1494'MOHALL, THENCE 4.0 MILES NORTH ALONG COUNTY ROAD 28, THENCE 0.1 MILE
 TF1494'WEST ALONG A GRAVELED ROAD, 43 FEET NORTH OF THE CENTER LINE OF THE
 TF1494'ROAD 74.4 FEET EAST OF N 11 Z 1963, 11 FEET WEST OF THE CENTER OF AN
 TF1494'ENTRANCE TO A FIELD, 3 1/2 FEET SOUTH OF A FENCE, 70.6 FEET EAST OF N
 TF1494'11 Z R.M. 2, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1495 ***********************************************************************
 TF1495  DESIGNATION -  N 11 Z RM 2
 TF1495  PID         -  TF1495
 TF1495  STATE/COUNTY-  ND/RENVILLE
 TF1495  USGS QUAD   -  MOHALL SW (1971)
 TF1495
 TF1495                         *CURRENT SURVEY CONTROL
 TF1495  ___________________________________________________________________
 TF1495* NAD 83(1986)-  48 49 17.     (N)    101 37 47.     (W)     SCALED    
 TF1495* NAVD 88     -       514.333  (meters)    1687.44   (feet)  ADJUSTED  
 TF1495  ___________________________________________________________________
 TF1495  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 TF1495  DYNAMIC HT  -         514.446 (meters)    1687.81  (feet)  COMP
 TF1495  MODELED GRAV-     980,812.3   (mgal)                       NAVD 88
 TF1495
 TF1495  VERT ORDER  -  SECOND    CLASS 0
 TF1495
 TF1495.The horizontal coordinates were scaled from a topographic map and have
 TF1495.an estimated accuracy of +/- 6 seconds.
 TF1495
 TF1495.The orthometric height was determined by differential leveling
 TF1495.and adjusted by the National Geodetic Survey in June 1991..
 TF1495
 TF1495.The geoid height was determined by GEOID03.
 TF1495
 TF1495.The dynamic height is computed by dividing the NAVD 88
 TF1495.geopotential number by the normal gravity value computed on the
 TF1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1495.degrees latitude (g = 980.6199 gals.).
 TF1495
 TF1495.The modeled gravity was interpolated from observed gravity values.
 TF1495
 TF1495;                    North         East    Units  Estimated Accuracy
 TF1495;SPC ND N     -   203,120.      517,040.      MT  (+/- 180 meters Scaled)
 TF1495
 TF1495                          SUPERSEDED SURVEY CONTROL
 TF1495
 TF1495  NGVD 29 (??/??/92)  513.96   (m)         1686.2    (f) COMPUTED    2 0
 TF1495
 TF1495.Superseded values are not recommended for survey control.
 TF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1495.See file dsdata.txt to determine how the superseded data were derived.
 TF1495
 TF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV069109(NAD 83)
 TF1495_MARKER: DR = REFERENCE MARK DISK
 TF1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1495_STAMPING: N 11 Z NO 2 1963
 TF1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1495+STABILITY: SURFACE MOTION
 TF1495
 TF1495  HISTORY     - Date     Condition        Report By
 TF1495  HISTORY     - 1963     MONUMENTED       CGS
 TF1495
 TF1495                          STATION DESCRIPTION
 TF1495
 TF1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1495'9.55 MI NW FROM MOHALL.
 TF1495'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1495'MOHALL, THENCE 4.0 MILES NORTH ALONG COUNTY ROAD 28, THENCE 0.1 MILE
 TF1495'WEST ALONG A GRAVELED ROAD, 46 FEET NORTH OF THE CENTER LINE OF THE
 TF1495'ROAD, 33.8 FEET EAST OF N 11 Z 1963, 70.6 FEET WEST OF N 11 Z R.M. 1,
 TF1495'2 FEET SOUTH OF A FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 TF1495'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0662 ***********************************************************************
 SM0662  DESIGNATION -  N 118
 SM0662  PID         -  SM0662
 SM0662  STATE/COUNTY-  ND/BENSON
 SM0662  USGS QUAD   -  WARWICK (1962)
 SM0662
 SM0662                         *CURRENT SURVEY CONTROL
 SM0662  ___________________________________________________________________
 SM0662* NAD 83(1986)-  47 52 14.     (N)    098 44 29.     (W)     SCALED    
 SM0662* NAVD 88     -       450.179  (meters)    1476.96   (feet)  ADJUSTED  
 SM0662  ___________________________________________________________________
 SM0662  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 SM0662  DYNAMIC HT  -         450.245 (meters)    1477.18  (feet)  COMP
 SM0662  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 SM0662
 SM0662  VERT ORDER  -  SECOND    CLASS 0
 SM0662
 SM0662.The horizontal coordinates were scaled from a topographic map and have
 SM0662.an estimated accuracy of +/- 6 seconds.
 SM0662
 SM0662.The orthometric height was determined by differential leveling
 SM0662.and adjusted by the National Geodetic Survey in June 1991..
 SM0662
 SM0662.The geoid height was determined by GEOID03.
 SM0662
 SM0662.The dynamic height is computed by dividing the NAVD 88
 SM0662.geopotential number by the normal gravity value computed on the
 SM0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0662.degrees latitude (g = 980.6199 gals.).
 SM0662
 SM0662.The modeled gravity was interpolated from observed gravity values.
 SM0662
 SM0662;                    North         East    Units  Estimated Accuracy
 SM0662;SPC ND N     -    98,290.      731,550.      MT  (+/- 180 meters Scaled)
 SM0662
 SM0662                          SUPERSEDED SURVEY CONTROL
 SM0662
 SM0662  NGVD 29 (??/??/92)  449.825  (m)         1475.80   (f) ADJ UNCH    2 0
 SM0662
 SM0662.Superseded values are not recommended for survey control.
 SM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0662.See file dsdata.txt to determine how the superseded data were derived.
 SM0662
 SM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU193019(NAD 83)
 SM0662_MARKER: DB = BENCH MARK DISK
 SM0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0662_STAMPING: N-118 1934
 SM0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0662+STABILITY: SURFACE MOTION
 SM0662
 SM0662  HISTORY     - Date     Condition        Report By
 SM0662  HISTORY     - 1934     MONUMENTED       CGS
 SM0662
 SM0662                          STATION DESCRIPTION
 SM0662
 SM0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0662'2.0 MI NW FROM WARWICK.
 SM0662'2.0 MILES NORTHWEST OF WARWICK, DEPOT.  ALONG GREAT NORTHERN RAILROAD,
 SM0662'9 POLES SOUTHEAST OF MILEPOST NO. 106, SET IN CONCRETE POST 4.5 FEET
 SM0662'SOUTHWEST OF POWER LINE POLE 84 FEET NORTHEAST OF CENTER LINE OF
 SM0662'TRACK, 24 FEET SOUTHWEST OF A ROAD PARALLELING RAILROAD, 6 FEET BELOW
 SM0662'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0681 ***********************************************************************
 SM0681  DESIGNATION -  N 119 RESET
 SM0681  PID         -  SM0681
 SM0681  STATE/COUNTY-  ND/EDDY
 SM0681  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0681
 SM0681                         *CURRENT SURVEY CONTROL
 SM0681  ___________________________________________________________________
 SM0681* NAD 83(1986)-  47 42 56.     (N)    098 35 21.     (W)     SCALED    
 SM0681* NAVD 88     -       445.40   (+/-2cm)    1461.3    (feet)  VERTCON   
 SM0681  ___________________________________________________________________
 SM0681  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 SM0681
 SM0681  VERT ORDER  -  THIRD (See Below)
 SM0681
 SM0681.The horizontal coordinates were scaled from a topographic map and have
 SM0681.an estimated accuracy of +/- 6 seconds.
 SM0681
 SM0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0681.The vertical order pertains to the NGVD 29 superseded value.
 SM0681
 SM0681.The geoid height was determined by GEOID03.
 SM0681
 SM0681;                    North         East    Units  Estimated Accuracy
 SM0681;SPC ND N     -    81,340.      743,360.      MT  (+/- 180 meters Scaled)
 SM0681
 SM0681                          SUPERSEDED SURVEY CONTROL
 SM0681
 SM0681  NGVD 29 (??/??/??)  445.04   (m)         1460.1    (f) RESET       3  
 SM0681
 SM0681.Superseded values are not recommended for survey control.
 SM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0681.See file dsdata.txt to determine how the superseded data were derived.
 SM0681
 SM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT308847(NAD 83)
 SM0681_MARKER: DB = BENCH MARK DISK
 SM0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0681_STAMPING: N 119 RESET 1961
 SM0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0681+STABILITY: SURFACE MOTION
 SM0681
 SM0681  HISTORY     - Date     Condition        Report By
 SM0681  HISTORY     - 1961     MONUMENTED       CGS
 SM0681
 SM0681                          STATION DESCRIPTION
 SM0681
 SM0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 SM0681'9.7 MI S FROM HAMAR.
 SM0681'THIS MARK IS LOCATED ABOUT 9.7 MILES SOUTH ALONG STATE HIGHWAY 20 FROM
 SM0681'THE PUBLIC SCHOOL AT HAMAR, IN THE NORTHEAST ANGLE OF CROSSROADS,
 SM0681'ABOUT 106 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 41 FEET NORTH OF
 SM0681'THE CENTER OF AN EAST-WEST ROAD, AND 1 FOOT SOUTH OF A FENCE, AND SET
 SM0681'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0724 ***********************************************************************
 SM0724  DESIGNATION -  N 120
 SM0724  PID         -  SM0724
 SM0724  STATE/COUNTY-  ND/EDDY
 SM0724  USGS QUAD   -  BRANTFORD NW (1950)
 SM0724
 SM0724                         *CURRENT SURVEY CONTROL
 SM0724  ___________________________________________________________________
 SM0724* NAD 83(1986)-  47 41 13.     (N)    098 58 31.     (W)     SCALED    
 SM0724* NAVD 88     -       464.364  (meters)    1523.50   (feet)  ADJUSTED  
 SM0724  ___________________________________________________________________
 SM0724  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 SM0724  DYNAMIC HT  -         464.414 (meters)    1523.66  (feet)  COMP
 SM0724  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SM0724
 SM0724  VERT ORDER  -  SECOND    CLASS 0
 SM0724
 SM0724.The horizontal coordinates were scaled from a topographic map and have
 SM0724.an estimated accuracy of +/- 6 seconds.
 SM0724
 SM0724.The orthometric height was determined by differential leveling
 SM0724.and adjusted by the National Geodetic Survey in June 1991..
 SM0724
 SM0724.The geoid height was determined by GEOID03.
 SM0724
 SM0724.The dynamic height is computed by dividing the NAVD 88
 SM0724.geopotential number by the normal gravity value computed on the
 SM0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0724.degrees latitude (g = 980.6199 gals.).
 SM0724
 SM0724.The modeled gravity was interpolated from observed gravity values.
 SM0724
 SM0724;                    North         East    Units  Estimated Accuracy
 SM0724;SPC ND N     -    77,510.      714,460.      MT  (+/- 180 meters Scaled)
 SM0724
 SM0724                          SUPERSEDED SURVEY CONTROL
 SM0724
 SM0724  NGVD 29 (??/??/92)  463.971  (m)         1522.21   (f) ADJ UNCH    2 0
 SM0724
 SM0724.Superseded values are not recommended for survey control.
 SM0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0724.See file dsdata.txt to determine how the superseded data were derived.
 SM0724
 SM0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT018815(NAD 83)
 SM0724_MARKER: DB = BENCH MARK DISK
 SM0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0724_STAMPING: N 120 1934
 SM0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0724+STABILITY: SURFACE MOTION
 SM0724
 SM0724  HISTORY     - Date     Condition        Report By
 SM0724  HISTORY     - 1934     MONUMENTED       CGS
 SM0724  HISTORY     - 1960     GOOD             NGS
 SM0724
 SM0724                          STATION DESCRIPTION
 SM0724
 SM0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0724'7.9 MI E FROM NEW ROCKFORD.
 SM0724'7.9 MILES EAST ALONG STATE HIGHWAY 15 FROM THE PUBLIC SCHOOL AT NEW
 SM0724'ROCKFORD, EDDY COUNTY, 1 MILE WEST OF A SCHOOL, AT A SECTION CORNER,
 SM0724'16 FEET WEST OF A SECTION LINE, 110 FEET SOUTH OF THE CENTERLINE OF
 SM0724'THE HIGHWAY, 2 FEET EAST OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE
 SM0724'HIGHWAY.  A STANDARD DISK, STAMPED N 120 1934 AND SET IN THE TOP OF A
 SM0724'CONCRETE POST.  NOTE-- THE NORTH-SOUTH FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0923 ***********************************************************************
 SM0923  DESIGNATION -  N 121
 SM0923  PID         -  SM0923
 SM0923  STATE/COUNTY-  ND/WELLS
 SM0923  USGS QUAD   -  HEIMDAL (1986)
 SM0923
 SM0923                         *CURRENT SURVEY CONTROL
 SM0923  ___________________________________________________________________
 SM0923* NAD 83(1986)-  47 47 37.     (N)    099 38 40.     (W)     SCALED    
 SM0923* NAVD 88     -       484.400  (meters)    1589.24   (feet)  ADJUSTED  
 SM0923  ___________________________________________________________________
 SM0923  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 SM0923  DYNAMIC HT  -         484.466 (meters)    1589.45  (feet)  COMP
 SM0923  MODELED GRAV-     980,731.8   (mgal)                       NAVD 88
 SM0923
 SM0923  VERT ORDER  -  SECOND    CLASS 0
 SM0923
 SM0923.The horizontal coordinates were scaled from a topographic map and have
 SM0923.an estimated accuracy of +/- 6 seconds.
 SM0923
 SM0923.The orthometric height was determined by differential leveling
 SM0923.and adjusted by the National Geodetic Survey in June 1991..
 SM0923
 SM0923.The geoid height was determined by GEOID03.
 SM0923
 SM0923.The dynamic height is computed by dividing the NAVD 88
 SM0923.geopotential number by the normal gravity value computed on the
 SM0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0923.degrees latitude (g = 980.6199 gals.).
 SM0923
 SM0923.The modeled gravity was interpolated from observed gravity values.
 SM0923
 SM0923;                    North         East    Units  Estimated Accuracy
 SM0923;SPC ND N     -    88,590.      664,100.      MT  (+/- 180 meters Scaled)
 SM0923
 SM0923                          SUPERSEDED SURVEY CONTROL
 SM0923
 SM0923  NGVD 29 (??/??/92)  484.019  (m)         1587.99   (f) ADJ UNCH    2 0
 SM0923
 SM0923.Superseded values are not recommended for survey control.
 SM0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0923.See file dsdata.txt to determine how the superseded data were derived.
 SM0923
 SM0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT517935(NAD 83)
 SM0923_MARKER: DB = BENCH MARK DISK
 SM0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SM0923_SP_SET: BUILDING
 SM0923_STAMPING: N 121 1934
 SM0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0923
 SM0923  HISTORY     - Date     Condition        Report By
 SM0923  HISTORY     - 1934     MONUMENTED       CGS
 SM0923  HISTORY     - 1960     GOOD             NGS
 SM0923
 SM0923                          STATION DESCRIPTION
 SM0923
 SM0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0923'IN HEIMDAL.
 SM0923'AT HEIMDAL, WELLS COUNTY, AT THE FORMER STATE BANK OF HEIMDAL, NOW
 SM0923'OCCUPIED BY A TAVERN, IN THE NORTH FACE OF THE BRICK BUILDING, 1 FOOT
 SM0923'WEST OF THE NORTHEAST CORNER, AND 4 FEET ABOVE THE SIDEWALK.  A
 SM0923'STANDARD DISK, STAMPED N 121 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0048 ***********************************************************************
 SN0048  DESIGNATION -  N 122
 SN0048  PID         -  SN0048
 SN0048  STATE/COUNTY-  ND/MCHENRY
 SN0048  USGS QUAD   -  DRAKE (1958)
 SN0048
 SN0048                         *CURRENT SURVEY CONTROL
 SN0048  ___________________________________________________________________
 SN0048* NAD 83(1986)-  47 59 17.     (N)    100 20 32.     (W)     SCALED    
 SN0048* NAVD 88     -       484.914  (meters)    1590.92   (feet)  ADJUSTED  
 SN0048  ___________________________________________________________________
 SN0048  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 SN0048  DYNAMIC HT  -         484.988 (meters)    1591.16  (feet)  COMP
 SN0048  MODELED GRAV-     980,749.2   (mgal)                       NAVD 88
 SN0048
 SN0048  VERT ORDER  -  SECOND    CLASS 0
 SN0048
 SN0048.The horizontal coordinates were scaled from a topographic map and have
 SN0048.an estimated accuracy of +/- 6 seconds.
 SN0048
 SN0048.The orthometric height was determined by differential leveling
 SN0048.and adjusted by the National Geodetic Survey in June 1991..
 SN0048
 SN0048.The geoid height was determined by GEOID03.
 SN0048
 SN0048.The dynamic height is computed by dividing the NAVD 88
 SN0048.geopotential number by the normal gravity value computed on the
 SN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0048.degrees latitude (g = 980.6199 gals.).
 SN0048
 SN0048.The modeled gravity was interpolated from observed gravity values.
 SN0048
 SN0048;                    North         East    Units  Estimated Accuracy
 SN0048;SPC ND N     -   109,870.      611,780.      MT  (+/- 180 meters Scaled)
 SN0048
 SN0048                          SUPERSEDED SURVEY CONTROL
 SN0048
 SN0048  NGVD 29 (??/??/92)  484.53   (m)         1589.7    (f) COMPUTED    2 0
 SN0048
 SN0048.Superseded values are not recommended for survey control.
 SN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0048.See file dsdata.txt to determine how the superseded data were derived.
 SN0048
 SN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU998158(NAD 83)
 SN0048_MARKER: DB = BENCH MARK DISK
 SN0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SN0048_SP_SET: CONCRETE BASE
 SN0048_STAMPING: N 122 1934
 SN0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SN0048
 SN0048  HISTORY     - Date     Condition        Report By
 SN0048  HISTORY     - 1934     MONUMENTED       CGS
 SN0048  HISTORY     - 1962     MARK NOT FOUND   NGS
 SN0048
 SN0048                          STATION DESCRIPTION
 SN0048
 SN0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0048'1.9 MI SE FROM GUTHRIE.
 SN0048'1.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SN0048'GUTHRIE, MCHENRY COUNTY, 5 POLES EAST OF MILEPOST 195, AT A BLOCK
 SN0048'SIGNAL, 4388, IN THE CONCRETE BASE LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1085 ***********************************************************************
 TF1085  DESIGNATION -  N 123
 TF1085  PID         -  TF1085
 TF1085  STATE/COUNTY-  ND/WARD
 TF1085  USGS QUAD   -  SURREY (1981)
 TF1085
 TF1085                         *CURRENT SURVEY CONTROL
 TF1085  ___________________________________________________________________
 TF1085* NAD 83(1986)-  48 14 05.     (N)    101 08 02.     (W)     SCALED    
 TF1085* NAVD 88     -       495.765  (meters)    1626.52   (feet)  ADJUSTED  
 TF1085  ___________________________________________________________________
 TF1085  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 TF1085  DYNAMIC HT  -         495.855 (meters)    1626.82  (feet)  COMP
 TF1085  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 TF1085
 TF1085  VERT ORDER  -  FIRST     CLASS II
 TF1085
 TF1085.The horizontal coordinates were scaled from a topographic map and have
 TF1085.an estimated accuracy of +/- 6 seconds.
 TF1085
 TF1085.The orthometric height was determined by differential leveling
 TF1085.and adjusted by the National Geodetic Survey in June 1991..
 TF1085.WARNING-Repeat measurements at this control monument indicate possible
 TF1085.vertical movement.
 TF1085
 TF1085.The geoid height was determined by GEOID03.
 TF1085
 TF1085.The dynamic height is computed by dividing the NAVD 88
 TF1085.geopotential number by the normal gravity value computed on the
 TF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1085.degrees latitude (g = 980.6199 gals.).
 TF1085
 TF1085.The modeled gravity was interpolated from observed gravity values.
 TF1085
 TF1085;                    North         East    Units  Estimated Accuracy
 TF1085;SPC ND N     -   137,470.      552,910.      MT  (+/- 180 meters Scaled)
 TF1085
 TF1085                          SUPERSEDED SURVEY CONTROL
 TF1085
 TF1085  NGVD 29 (??/??/92)  495.388  (m)         1625.29   (f) ADJ UNCH    1 2
 TF1085
 TF1085.Superseded values are not recommended for survey control.
 TF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1085.See file dsdata.txt to determine how the superseded data were derived.
 TF1085
 TF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU415445(NAD 83)
 TF1085_MARKER: DB = BENCH MARK DISK
 TF1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1085_STAMPING: N 123 1934
 TF1085_MARK LOGO: CGS   
 TF1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1085+STABILITY: SURFACE MOTION
 TF1085
 TF1085  HISTORY     - Date     Condition        Report By
 TF1085  HISTORY     - 1934     MONUMENTED       CGS
 TF1085  HISTORY     - 1962     GOOD             NGS
 TF1085  HISTORY     - 1980     GOOD             LOCSUR
 TF1085  HISTORY     - 1982     GOOD             NGS
 TF1085
 TF1085                          STATION DESCRIPTION
 TF1085
 TF1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1085'IN SURREY.
 TF1085'0.6 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION
 TF1085'AT SURREY, ABOUT 0.4 MILE NORTHWEST OF MILEPOST 225, ABOUT 0.2 MILE
 TF1085'NORTHWEST OF THE U.S. HIGHWAY OVERPASS OVER THE RAILROAD AT SURREY, AT
 TF1085'A GRADED ROAD CROSSING, 91 FEET EAST OF THE CENTERLINE OF THE
 TF1085'CROSSING, 41.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 45 FEET SOUTHEAST
 TF1085'OF A TELEGRAPH POLE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1
 TF1085'FOOT BELOW THE LEVEL OF THE TRACK, A DISK IN THE TOP OF A CONCRETE
 TF1085'POST PROJECTING 0.4 FOOT.
 TF1085
 TF1085                          STATION RECOVERY (1980)
 TF1085
 TF1085'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TF1085'RECOVERED IN GOOD CONDITION.
 TF1085
 TF1085                          STATION RECOVERY (1982)
 TF1085
 TF1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0905 ***********************************************************************
 SM0905  DESIGNATION -  N 125
 SM0905  PID         -  SM0905
 SM0905  STATE/COUNTY-  ND/KIDDER
 SM0905  USGS QUAD   -  LAKE WILLIAMS (1972)
 SM0905
 SM0905                         *CURRENT SURVEY CONTROL
 SM0905  ___________________________________________________________________
 SM0905* NAD 83(1986)-  47 07 42.     (N)    099 34 43.     (W)     SCALED    
 SM0905* NAVD 88     -       548.444  (meters)    1799.35   (feet)  ADJUSTED  
 SM0905  ___________________________________________________________________
 SM0905  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 SM0905  DYNAMIC HT  -         548.473 (meters)    1799.45  (feet)  COMP
 SM0905  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 SM0905
 SM0905  VERT ORDER  -  SECOND    CLASS 0
 SM0905
 SM0905.The horizontal coordinates were scaled from a topographic map and have
 SM0905.an estimated accuracy of +/- 6 seconds.
 SM0905
 SM0905.The orthometric height was determined by differential leveling
 SM0905.and adjusted by the National Geodetic Survey in June 1991..
 SM0905
 SM0905.The geoid height was determined by GEOID03.
 SM0905
 SM0905.The dynamic height is computed by dividing the NAVD 88
 SM0905.geopotential number by the normal gravity value computed on the
 SM0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0905.degrees latitude (g = 980.6199 gals.).
 SM0905
 SM0905.The modeled gravity was interpolated from observed gravity values.
 SM0905
 SM0905;                    North         East    Units  Estimated Accuracy
 SM0905;SPC ND S     -   162,890.      669,900.      MT  (+/- 180 meters Scaled)
 SM0905
 SM0905                          SUPERSEDED SURVEY CONTROL
 SM0905
 SM0905  NGVD 29 (??/??/92)  548.037  (m)         1798.02   (f) ADJ UNCH    2 0
 SM0905
 SM0905.Superseded values are not recommended for survey control.
 SM0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0905.See file dsdata.txt to determine how the superseded data were derived.
 SM0905
 SM0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT561195(NAD 83)
 SM0905_MARKER: DB = BENCH MARK DISK
 SM0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0905_STAMPING: N 125 1934
 SM0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0905+STABILITY: SURFACE MOTION
 SM0905
 SM0905  HISTORY     - Date     Condition        Report By
 SM0905  HISTORY     - 1934     MONUMENTED       CGS
 SM0905  HISTORY     - 1957     GOOD             NGS
 SM0905  HISTORY     - 1983     GOOD             LOCSUR
 SM0905
 SM0905                          STATION DESCRIPTION
 SM0905
 SM0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SM0905'1.7 MI E FROM LAKE WILLIAMS.
 SM0905'1.7 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0905'LAKE WILLIAMS, KIDDER COUNTY, ABOUT 3 POLES EAST OF MILEPOST 35, 36
 SM0905'FEET NORTH OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, 39 FEET
 SM0905'SOUTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET NORTHEAST OF A POLE.
 SM0905'A STANDARD DISK, STAMPED N 125 1934 AND SET IN THE TOP OF A CONCRETE
 SM0905'POST.
 SM0905
 SM0905                          STATION RECOVERY (1983)
 SM0905
 SM0905'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SM0905'NEW REPORT: ABOUT 1/2 MILE EAST OF SECTION LINE ROAD 430' EAST OF
 SM0905'MILE POST 35, 30' SOUTH OF CENTERLINE TRACK, 10' NORTH OF 3 STRAND
 SM0905'BARBED WIRE FENCE WITNESS POST AND SIGN PLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0096 ***********************************************************************
 SN0096  DESIGNATION -  N 126
 SN0096  PID         -  SN0096
 SN0096  STATE/COUNTY-  ND/BURLEIGH
 SN0096  USGS QUAD   -  CANFIELD LAKE (1979)
 SN0096
 SN0096                         *CURRENT SURVEY CONTROL
 SN0096  ___________________________________________________________________
 SN0096* NAD 83(1986)-  47 09 14.     (N)    100 29 27.     (W)     SCALED    
 SN0096* NAVD 88     -       627.688  (meters)    2059.34   (feet)  ADJUSTED  
 SN0096  ___________________________________________________________________
 SN0096  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 SN0096  DYNAMIC HT  -         627.708 (meters)    2059.41  (feet)  COMP
 SN0096  MODELED GRAV-     980,623.3   (mgal)                       NAVD 88
 SN0096
 SN0096  VERT ORDER  -  SECOND    CLASS 0
 SN0096
 SN0096.The horizontal coordinates were scaled from a topographic map and have
 SN0096.an estimated accuracy of +/- 6 seconds.
 SN0096
 SN0096.The orthometric height was determined by differential leveling
 SN0096.and adjusted by the National Geodetic Survey in June 1991..
 SN0096
 SN0096.The geoid height was determined by GEOID03.
 SN0096
 SN0096.The dynamic height is computed by dividing the NAVD 88
 SN0096.geopotential number by the normal gravity value computed on the
 SN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0096.degrees latitude (g = 980.6199 gals.).
 SN0096
 SN0096.The modeled gravity was interpolated from observed gravity values.
 SN0096
 SN0096;                    North         East    Units  Estimated Accuracy
 SN0096;SPC ND S     -   165,320.      600,700.      MT  (+/- 180 meters Scaled)
 SN0096
 SN0096                          SUPERSEDED SURVEY CONTROL
 SN0096
 SN0096  NGVD 29 (??/??/92)  627.261  (m)         2057.94   (f) ADJ UNCH    2 0
 SN0096
 SN0096.Superseded values are not recommended for survey control.
 SN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0096.See file dsdata.txt to determine how the superseded data were derived.
 SN0096
 SN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT869233(NAD 83)
 SN0096_MARKER: DB = BENCH MARK DISK
 SN0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0096_STAMPING: N 126 1934
 SN0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0096+STABILITY: SURFACE MOTION
 SN0096
 SN0096  HISTORY     - Date     Condition        Report By
 SN0096  HISTORY     - 1934     MONUMENTED       CGS
 SN0096  HISTORY     - 1957     GOOD             NGS
 SN0096  HISTORY     - 1976     GOOD             LOCENG
 SN0096
 SN0096                          STATION DESCRIPTION
 SN0096
 SN0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0096'1.5 MI E FROM REGAN.
 SN0096'1.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0096'REGAN, BURLEIGH COUNTY, 33 FEET NORTH OF MILEPOST 79, 7 POLES EAST OF
 SN0096'A PUBLIC-ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 SN0096'2 FEET NORTH OF A DITCH BANK, 3 FEET LOWER THAN THE RAIL, AND SET IN
 SN0096'THE TOP OF A CONCRETE POST.
 SN0096
 SN0096                          STATION RECOVERY (1976)
 SN0096
 SN0096'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SN0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0246 ***********************************************************************
 RR0246  DESIGNATION -  N 127
 RR0246  PID         -  RR0246
 RR0246  STATE/COUNTY-  ND/MORTON
 RR0246  USGS QUAD   -  SCHMIDT (1976)
 RR0246
 RR0246                         *CURRENT SURVEY CONTROL
 RR0246  ___________________________________________________________________
 RR0246* NAD 83(1986)-  46 40 53.     (N)    100 47 52.     (W)     SCALED    
 RR0246* NAVD 88     -       505.656  (meters)    1658.97   (feet)  ADJUSTED  
 RR0246  ___________________________________________________________________
 RR0246  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0246  DYNAMIC HT  -         505.657 (meters)    1658.98  (feet)  COMP
 RR0246  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 RR0246
 RR0246  VERT ORDER  -  SECOND    CLASS 0
 RR0246
 RR0246.The horizontal coordinates were scaled from a topographic map and have
 RR0246.an estimated accuracy of +/- 6 seconds.
 RR0246
 RR0246.The orthometric height was determined by differential leveling
 RR0246.and adjusted by the National Geodetic Survey in June 1991..
 RR0246
 RR0246.The geoid height was determined by GEOID03.
 RR0246
 RR0246.The dynamic height is computed by dividing the NAVD 88
 RR0246.geopotential number by the normal gravity value computed on the
 RR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0246.degrees latitude (g = 980.6199 gals.).
 RR0246
 RR0246.The modeled gravity was interpolated from observed gravity values.
 RR0246
 RR0246;                    North         East    Units  Estimated Accuracy
 RR0246;SPC ND S     -   112,840.      577,220.      MT  (+/- 180 meters Scaled)
 RR0246
 RR0246                          SUPERSEDED SURVEY CONTROL
 RR0246
 RR0246  NGVD 29 (??/??/92)  505.233  (m)         1657.59   (f) ADJ UNCH    2 0
 RR0246
 RR0246.Superseded values are not recommended for survey control.
 RR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0246.See file dsdata.txt to determine how the superseded data were derived.
 RR0246
 RR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS625713(NAD 83)
 RR0246_MARKER: DB = BENCH MARK DISK
 RR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0246_STAMPING: N-127 1934
 RR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0246+STABILITY: SURFACE MOTION
 RR0246
 RR0246  HISTORY     - Date     Condition        Report By
 RR0246  HISTORY     - 1934     MONUMENTED       CGS
 RR0246  HISTORY     - 1956     GOOD             NGS
 RR0246
 RR0246                          STATION DESCRIPTION
 RR0246
 RR0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0246'0.9 MI N FROM SCHMIDT.
 RR0246'ABOUT 0.9 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RR0246'STATION AT SCHMIDT, MORTON COUNTY, AT MILEPOST 11, 36 FEET SOUTHWEST
 RR0246'OF THE CENTER LINE OF THE TRACK, 8 FEET NORTH OF A POLE, AND ABOUT 1/2
 RR0246'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK STAMPED N 127
 RR0246'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 250 FEET SOUTH OF
 RR0246'THE CENTERLINE OF ROAD CROSSING AT A GRAVEL PIT.
 RR0246
 RR0246                          STATION RECOVERY (1956)
 RR0246
 RR0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0130 ***********************************************************************
 RR0130  DESIGNATION -  N 128 RESET
 RR0130  PID         -  RR0130
 RR0130  STATE/COUNTY-  ND/SIOUX
 RR0130  USGS QUAD   -  CANNON BALL SW (1968)
 RR0130
 RR0130                         *CURRENT SURVEY CONTROL
 RR0130  ___________________________________________________________________
 RR0130* NAD 83(1986)-  46 18 49.     (N)    100 38 17.     (W)     SCALED    
 RR0130* NAVD 88     -       508.85   (+/-2cm)    1669.5    (feet)  VERTCON   
 RR0130  ___________________________________________________________________
 RR0130  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RR0130
 RR0130  VERT ORDER  -  THIRD (See Below)
 RR0130
 RR0130.The horizontal coordinates were scaled from a topographic map and have
 RR0130.an estimated accuracy of +/- 6 seconds.
 RR0130
 RR0130.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0130.The vertical order pertains to the NGVD 29 superseded value.
 RR0130
 RR0130.The geoid height was determined by GEOID03.
 RR0130
 RR0130;                    North         East    Units  Estimated Accuracy
 RR0130;SPC ND S     -    71,920.      589,370.      MT  (+/- 180 meters Scaled)
 RR0130
 RR0130                          SUPERSEDED SURVEY CONTROL
 RR0130
 RR0130  NGVD 29 (11/04/04)  508.45   (m)         1668.1    (f) RESET       3  
 RR0130
 RR0130.Superseded values are not recommended for survey control.
 RR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0130.See file dsdata.txt to determine how the superseded data were derived.
 RR0130
 RR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS738301(NAD 83)
 RR0130_MARKER: DB = BENCH MARK DISK
 RR0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0130_STAMPING: N 128 RESET 1965
 RR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0130+STABILITY: SURFACE MOTION
 RR0130
 RR0130  HISTORY     - Date     Condition        Report By
 RR0130  HISTORY     - 1965     MONUMENTED       CGS
 RR0130
 RR0130                          STATION DESCRIPTION
 RR0130
 RR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RR0130'8.5 MI S FROM CANNON BALL.
 RR0130'8.5 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0130'RAILWAY STATION AT CANNON BALL, SIOUX COUNTY, 300 FEET NORTH OF THE
 RR0130'BOTTOM OF A DRAW, 100 FEET WEST OF THE CENTER OF STATE HIGHWAY 24, 1
 RR0130'FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE
 RR0130'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0358 ***********************************************************************
 QS0358  DESIGNATION -  N 129
 QS0358  PID         -  QS0358
 QS0358  STATE/COUNTY-  ND/SIOUX
 QS0358  USGS QUAD   -  MAPLE LEAF (1971)
 QS0358
 QS0358                         *CURRENT SURVEY CONTROL
 QS0358  ___________________________________________________________________
 QS0358* NAD 83(1986)-  45 58 25.     (N)    100 53 41.     (W)     SCALED    
 QS0358* NAVD 88     -       646.434  (meters)    2120.84   (feet)  ADJUSTED  
 QS0358  ___________________________________________________________________
 QS0358  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 QS0358  DYNAMIC HT  -         646.381 (meters)    2120.67  (feet)  COMP
 QS0358  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 QS0358
 QS0358  VERT ORDER  -  SECOND    CLASS 0
 QS0358
 QS0358.The horizontal coordinates were scaled from a topographic map and have
 QS0358.an estimated accuracy of +/- 6 seconds.
 QS0358
 QS0358.The orthometric height was determined by differential leveling
 QS0358.and adjusted by the National Geodetic Survey in June 1991..
 QS0358
 QS0358.The geoid height was determined by GEOID03.
 QS0358
 QS0358.The dynamic height is computed by dividing the NAVD 88
 QS0358.geopotential number by the normal gravity value computed on the
 QS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0358.degrees latitude (g = 980.6199 gals.).
 QS0358
 QS0358.The modeled gravity was interpolated from observed gravity values.
 QS0358
 QS0358;                    North         East    Units  Estimated Accuracy
 QS0358;SPC ND S     -    34,200.      569,410.      MT  (+/- 180 meters Scaled)
 QS0358
 QS0358                          SUPERSEDED SURVEY CONTROL
 QS0358
 QS0358  NGVD 29 (??/??/92)  646.009  (m)         2119.45   (f) ADJ UNCH    2 0
 QS0358
 QS0358.Superseded values are not recommended for survey control.
 QS0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0358.See file dsdata.txt to determine how the superseded data were derived.
 QS0358
 QS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR532928(NAD 83)
 QS0358_MARKER: DB = BENCH MARK DISK
 QS0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0358_STAMPING: N 129 1934
 QS0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0358+STABILITY: SURFACE MOTION
 QS0358
 QS0358  HISTORY     - Date     Condition        Report By
 QS0358  HISTORY     - 1934     MONUMENTED       CGS
 QS0358  HISTORY     - 1956     GOOD             NGS
 QS0358
 QS0358                          STATION DESCRIPTION
 QS0358
 QS0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0358'4.9 MI SE FROM SELFRIDGE.
 QS0358'ABOUT 4.9 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE ST. PAUL
 QS0358'AND PACIFIC RAILROAD FROM THE STATION AT SELFRIDGE, SIOUX COUNTY,
 QS0358'ABOUT 14 POLES NORTHWEST OF MILEPOST 12, AT A ROAD CROSSING, 50
 QS0358'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  45 FEET SOUTHEAST
 QS0358'OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF A POLE, AND
 QS0358'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED N 129 1934
 QS0358'AND SET IN THE TOP OF A CONCRETE POST.
 QS0358
 QS0358                          STATION RECOVERY (1956)
 QS0358
 QS0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QS0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0010 ***********************************************************************
 RT0010  DESIGNATION -  N 13
 RT0010  PID         -  RT0010
 RT0010  STATE/COUNTY-  ND/GOLDEN VALLEY
 RT0010  USGS QUAD   -  BEACH WEST (1982)
 RT0010
 RT0010                         *CURRENT SURVEY CONTROL
 RT0010  ___________________________________________________________________
 RT0010* NAD 83(1986)-  46 54 57.     (N)    104 00 18.     (W)     SCALED    
 RT0010* NAVD 88     -       844.622  (meters)    2771.06   (feet)  ADJUSTED  
 RT0010  ___________________________________________________________________
 RT0010  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0010  DYNAMIC HT  -         844.608 (meters)    2771.02  (feet)  COMP
 RT0010  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 RT0010
 RT0010  VERT ORDER  -  FIRST     CLASS II
 RT0010
 RT0010.The horizontal coordinates were scaled from a topographic map and have
 RT0010.an estimated accuracy of +/- 6 seconds.
 RT0010
 RT0010.The orthometric height was determined by differential leveling
 RT0010.and adjusted by the National Geodetic Survey in June 1991..
 RT0010
 RT0010.The geoid height was determined by GEOID03.
 RT0010
 RT0010.The dynamic height is computed by dividing the NAVD 88
 RT0010.geopotential number by the normal gravity value computed on the
 RT0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0010.degrees latitude (g = 980.6199 gals.).
 RT0010
 RT0010.The modeled gravity was interpolated from observed gravity values.
 RT0010
 RT0010;                    North         East    Units  Estimated Accuracy
 RT0010;SPC ND S     -   144,810.      333,110.      MT  (+/- 180 meters Scaled)
 RT0010
 RT0010                          SUPERSEDED SURVEY CONTROL
 RT0010
 RT0010  NGVD 29 (??/??/92)  843.982  (m)         2768.96   (f) ADJ UNCH    1 2
 RT0010
 RT0010.Superseded values are not recommended for survey control.
 RT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0010.See file dsdata.txt to determine how the superseded data were derived.
 RT0010
 RT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM757962(NAD 83)
 RT0010_MARKER: DB = BENCH MARK DISK
 RT0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0010_SP_SET: BUILDING
 RT0010_STAMPING: 2768.964 N 13 1931
 RT0010_MARK LOGO: CGS   
 RT0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0010
 RT0010  HISTORY     - Date     Condition        Report By
 RT0010  HISTORY     - 1931     MONUMENTED       CGS
 RT0010  HISTORY     - 1938     GOOD             NGS
 RT0010  HISTORY     - 1982     GOOD             NGS
 RT0010
 RT0010                          STATION DESCRIPTION
 RT0010
 RT0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RT0010'IN BEACH.
 RT0010'AT BEACH, GOLDEN VALLEY COUNTY, ON THE NORTHERN PACIFIC RAILWAY, IN
 RT0010'THE SOUTH WALL OF THE STATION, 1 FOOT WEST OF THE DOOR TO THE WOMENS
 RT0010'WAITING ROOM AND 4 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED
 RT0010'2768.964 N 13 1931 AND SET VERTICALLY.
 RT0010
 RT0010                          STATION RECOVERY (1982)
 RT0010
 RT0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RT0010'IN BEACH, AT THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD AND
 RT0010'CENTRAL AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE RAILROAD
 RT0010'STATION, 64.1 METERS (210.3 FT) EAST OF THE CENTER OF THE AVENUE, 14.7
 RT0010'METERS (48.2 FT) EAST OF THE SOUTHWEST CORNER OF THE STATION, 6.7
 RT0010'METERS (22.0 FT) NORTH OF THE NEAR RAIL AND 0.9 METER (3.0 FT) WEST OF
 RT0010'THE MOST EASTERLY ONE OF TWO ENTRANCES TO THE STATION.
 RT0010'THE MARK IS 1.4 M ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0380 ***********************************************************************
 RR0380  DESIGNATION -  N 130
 RR0380  PID         -  RR0380
 RR0380  STATE/COUNTY-  ND/MORTON
 RR0380  USGS QUAD   -  FLASHER (1980)
 RR0380
 RR0380                         *CURRENT SURVEY CONTROL
 RR0380  ___________________________________________________________________
 RR0380* NAD 83(1986)-  46 27 07.     (N)    101 14 00.     (W)     SCALED    
 RR0380* NAVD 88     -       582.988  (meters)    1912.69   (feet)  ADJUSTED  
 RR0380  ___________________________________________________________________
 RR0380  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 RR0380  DYNAMIC HT  -         582.974 (meters)    1912.64  (feet)  COMP
 RR0380  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 RR0380
 RR0380  VERT ORDER  -  SECOND    CLASS 0
 RR0380
 RR0380.The horizontal coordinates were scaled from a topographic map and have
 RR0380.an estimated accuracy of +/- 6 seconds.
 RR0380
 RR0380.The orthometric height was determined by differential leveling
 RR0380.and adjusted by the National Geodetic Survey in June 1991..
 RR0380
 RR0380.The geoid height was determined by GEOID03.
 RR0380
 RR0380.The dynamic height is computed by dividing the NAVD 88
 RR0380.geopotential number by the normal gravity value computed on the
 RR0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0380.degrees latitude (g = 980.6199 gals.).
 RR0380
 RR0380.The modeled gravity was interpolated from observed gravity values.
 RR0380
 RR0380;                    North         East    Units  Estimated Accuracy
 RR0380;SPC ND S     -    87,550.      543,660.      MT  (+/- 180 meters Scaled)
 RR0380
 RR0380                          SUPERSEDED SURVEY CONTROL
 RR0380
 RR0380  NGVD 29 (??/??/92)  582.534  (m)         1911.20   (f) ADJ UNCH    2 0
 RR0380
 RR0380.Superseded values are not recommended for survey control.
 RR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0380.See file dsdata.txt to determine how the superseded data were derived.
 RR0380
 RR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS284466(NAD 83)
 RR0380_MARKER: DB = BENCH MARK DISK
 RR0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0380_STAMPING: 1911.177 N 130 1934
 RR0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0380+STABILITY: SURFACE MOTION
 RR0380
 RR0380  HISTORY     - Date     Condition        Report By
 RR0380  HISTORY     - 1934     MONUMENTED       CGS
 RR0380  HISTORY     - 1975     GOOD             USGS
 RR0380
 RR0380                          STATION DESCRIPTION
 RR0380
 RR0380'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 RR0380'IN FLASHER.
 RR0380'AT FLASHER, MORTON COUNTY, ON THE BURLINGTON NORTHERN RAILWAY.  530
 RR0380'FEET WEST OF THE WEST END OF THE STATION.  300 FEET WEST ALONG THE
 RR0380'RAILROAD, 48 FEET NORTH PERPENDICULAR TO THE MAIN TRACK AND 1.2 FEET
 RR0380'LOWER THAN RAILROAD AT MAIN STREET ROAD X-ING.  A STANDARD DISK,
 RR0380'STAMPED 1911.177 N 130 1934 AND SET IN THE TOP OF A CONCRETE POST SET
 RR0380'EVEN WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0103 ***********************************************************************
 RS0103  DESIGNATION -  N 14
 RS0103  PID         -  RS0103
 RS0103  STATE/COUNTY-  ND/STARK
 RS0103  USGS QUAD   -  GLADSTONE (1973)
 RS0103
 RS0103                         *CURRENT SURVEY CONTROL
 RS0103  ___________________________________________________________________
 RS0103* NAD 83(1986)-  46 51 27.     (N)    102 37 22.     (W)     SCALED    
 RS0103* NAVD 88     -       706.665  (meters)    2318.45   (feet)  ADJUSTED  
 RS0103  ___________________________________________________________________
 RS0103  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 RS0103  DYNAMIC HT  -         706.671 (meters)    2318.47  (feet)  COMP
 RS0103  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 RS0103
 RS0103  VERT ORDER  -  FIRST     CLASS II
 RS0103
 RS0103.The horizontal coordinates were scaled from a topographic map and have
 RS0103.an estimated accuracy of +/- 6 seconds.
 RS0103
 RS0103.The orthometric height was determined by differential leveling
 RS0103.and adjusted by the National Geodetic Survey in June 1991..
 RS0103
 RS0103.The geoid height was determined by GEOID03.
 RS0103
 RS0103.The dynamic height is computed by dividing the NAVD 88
 RS0103.geopotential number by the normal gravity value computed on the
 RS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0103.degrees latitude (g = 980.6199 gals.).
 RS0103
 RS0103.The modeled gravity was interpolated from observed gravity values.
 RS0103
 RS0103;                    North         East    Units  Estimated Accuracy
 RS0103;SPC ND S     -   134,560.      438,150.      MT  (+/- 180 meters Scaled)
 RS0103
 RS0103                          SUPERSEDED SURVEY CONTROL
 RS0103
 RS0103  NGVD 29 (??/??/92)  706.149  (m)         2316.76   (f) ADJ UNCH    1 2
 RS0103
 RS0103.Superseded values are not recommended for survey control.
 RS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0103.See file dsdata.txt to determine how the superseded data were derived.
 RS0103
 RS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM812920(NAD 83)
 RS0103_MARKER: DB = BENCH MARK DISK
 RS0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0103_SP_SET: ABUTMENT
 RS0103_STAMPING: 2316 757 N 14 1931
 RS0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0103
 RS0103  HISTORY     - Date     Condition        Report By
 RS0103  HISTORY     - 1931     MONUMENTED       CGS
 RS0103
 RS0103                          STATION DESCRIPTION
 RS0103
 RS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 RS0103'3 MIN W FROM GLADSTONE.
 RS0103'3 MILES WEST BY RAILROAD LOCATED 279 FEET EAST OF MILE POST 101.  IN
 RS0103'EAST ABUTMENT OF A R. R. BRIDGE.  8 FEET NORTH OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0104 ***********************************************************************
 RS0104  DESIGNATION -  N 14 RESET
 RS0104  PID         -  RS0104
 RS0104  STATE/COUNTY-  ND/STARK
 RS0104  USGS QUAD   -  GLADSTONE (1973)
 RS0104
 RS0104                         *CURRENT SURVEY CONTROL
 RS0104  ___________________________________________________________________
 RS0104* NAD 83(1986)-  46 51 27.     (N)    102 37 22.     (W)     SCALED    
 RS0104* NAVD 88     -       707.11   (meters)    2319.9    (feet)  RESET     
 RS0104  ___________________________________________________________________
 RS0104  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 RS0104
 RS0104  VERT ORDER  -  THIRD
 RS0104
 RS0104.The horizontal coordinates were scaled from a topographic map and have
 RS0104.an estimated accuracy of +/- 6 seconds.
 RS0104
 RS0104.The orthometric height was computed from unverified reset data.
 RS0104.No vertical observational check was made to the station.
 RS0104
 RS0104.The geoid height was determined by GEOID03.
 RS0104
 RS0104;                    North         East    Units  Estimated Accuracy
 RS0104;SPC ND S     -   134,560.      438,150.      MT  (+/- 180 meters Scaled)
 RS0104
 RS0104                          SUPERSEDED SURVEY CONTROL
 RS0104
 RS0104.No superseded survey control is available for this station.
 RS0104
 RS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM812920(NAD 83)
 RS0104_MARKER: DD = SURVEY DISK
 RS0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RS0104_SP_SET: ABUTMENT
 RS0104_STAMPING: N 14 RESET 1959
 RS0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0104
 RS0104  HISTORY     - Date     Condition        Report By
 RS0104  HISTORY     - 1959     MONUMENTED       NPRR
 RS0104  HISTORY     - 1961     GOOD             NGS
 RS0104
 RS0104                          STATION DESCRIPTION
 RS0104
 RS0104'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1959
 RS0104'3.0 MI W FROM GLADSTONE.
 RS0104'THE MARK IS LOCATED 3.0 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY
 RS0104'FROM GLADSTONE, 279 FEET EAST OF MILEPOST 101, IN THE EAST ABUTMENT OF
 RS0104'A BRIDGE AND 8 FEET NORTH OF THE NORTH RAIL.
 RS0104
 RS0104                          STATION RECOVERY (1961)
 RS0104
 RS0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 RS0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0318 ***********************************************************************
 RR0318  DESIGNATION -  N 15
 RR0318  PID         -  RR0318
 RR0318  STATE/COUNTY-  ND/MORTON
 RR0318  USGS QUAD   -  NEW SALEM (1980)
 RR0318
 RR0318                         *CURRENT SURVEY CONTROL
 RR0318  ___________________________________________________________________
 RR0318* NAD 83(1986)-  46 45 10.     (N)    101 29 24.     (W)     SCALED    
 RR0318* NAVD 88     -       590.181  (meters)    1936.29   (feet)  ADJUSTED  
 RR0318  ___________________________________________________________________
 RR0318  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 RR0318  DYNAMIC HT  -         590.186 (meters)    1936.30  (feet)  COMP
 RR0318  MODELED GRAV-     980,602.0   (mgal)                       NAVD 88
 RR0318
 RR0318  VERT ORDER  -  FIRST     CLASS II
 RR0318
 RR0318.The horizontal coordinates were scaled from a topographic map and have
 RR0318.an estimated accuracy of +/- 6 seconds.
 RR0318
 RR0318.The orthometric height was determined by differential leveling
 RR0318.and adjusted by the National Geodetic Survey in June 1991..
 RR0318
 RR0318.The geoid height was determined by GEOID03.
 RR0318
 RR0318.The dynamic height is computed by dividing the NAVD 88
 RR0318.geopotential number by the normal gravity value computed on the
 RR0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0318.degrees latitude (g = 980.6199 gals.).
 RR0318
 RR0318.The modeled gravity was interpolated from observed gravity values.
 RR0318
 RR0318;                    North         East    Units  Estimated Accuracy
 RR0318;SPC ND S     -   121,210.      524,370.      MT  (+/- 180 meters Scaled)
 RR0318
 RR0318                          SUPERSEDED SURVEY CONTROL
 RR0318
 RR0318  NGVD 29 (??/??/92)  589.749  (m)         1934.87   (f) ADJ UNCH    1 2
 RR0318
 RR0318.Superseded values are not recommended for survey control.
 RR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0318.See file dsdata.txt to determine how the superseded data were derived.
 RR0318
 RR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS098807(NAD 83)
 RR0318_MARKER: DB = BENCH MARK DISK
 RR0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0318_SP_SET: ABUTMENT
 RR0318_STAMPING: N 15 1931
 RR0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0318
 RR0318  HISTORY     - Date     Condition        Report By
 RR0318  HISTORY     - 1931     MONUMENTED       CGS
 RR0318  HISTORY     - 1956     GOOD             NGS
 RR0318  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0318
 RR0318                          STATION DESCRIPTION
 RR0318
 RR0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0318'3 MI E FROM ALMONT.
 RR0318'3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM ALMONT, MORTON
 RR0318'COUNTY, 1/4 MILE SOUTHWEST OF MILEPOST 37, AT BRIDGE 37, AND IN THE
 RR0318'WEST END OF THE NORTHEAST ABUTMENT.  A STANDARD DISK, STAMPED 1934.868
 RR0318'N 15 1931.  NOTE-- THE RAILROAD HAS BEEN ABANDONED AND THE TRACK
 RR0318'REMOVED BUT THE BRIDGE IN WHICH THE MARK IS LOCATED REMAINS.
 RR0318
 RR0318                          STATION RECOVERY (1982)
 RR0318
 RR0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0386 ***********************************************************************
 RQ0386  DESIGNATION -  N 16
 RQ0386  PID         -  RQ0386
 RQ0386  STATE/COUNTY-  ND/KIDDER
 RQ0386  USGS QUAD   -  DAWSON (1975)
 RQ0386
 RQ0386                         *CURRENT SURVEY CONTROL
 RQ0386  ___________________________________________________________________
 RQ0386* NAD 83(1986)-  46 52 09.     (N)    099 45 08.     (W)     SCALED    
 RQ0386* NAVD 88     -       534.222  (meters)    1752.69   (feet)  ADJUSTED  
 RQ0386  ___________________________________________________________________
 RQ0386  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 RQ0386  DYNAMIC HT  -         534.241 (meters)    1752.76  (feet)  COMP
 RQ0386  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 RQ0386
 RQ0386  VERT ORDER  -  FIRST     CLASS II
 RQ0386
 RQ0386.The horizontal coordinates were scaled from a topographic map and have
 RQ0386.an estimated accuracy of +/- 6 seconds.
 RQ0386
 RQ0386.The orthometric height was determined by differential leveling
 RQ0386.and adjusted by the National Geodetic Survey in June 1991..
 RQ0386
 RQ0386.The geoid height was determined by GEOID03.
 RQ0386
 RQ0386.The dynamic height is computed by dividing the NAVD 88
 RQ0386.geopotential number by the normal gravity value computed on the
 RQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0386.degrees latitude (g = 980.6199 gals.).
 RQ0386
 RQ0386.The modeled gravity was interpolated from observed gravity values.
 RQ0386
 RQ0386;                    North         East    Units  Estimated Accuracy
 RQ0386;SPC ND S     -   133,940.      657,010.      MT  (+/- 180 meters Scaled)
 RQ0386
 RQ0386                          SUPERSEDED SURVEY CONTROL
 RQ0386
 RQ0386  NGVD 29 (??/??/92)  533.813  (m)         1751.35   (f) ADJ UNCH    1 2
 RQ0386
 RQ0386.Superseded values are not recommended for survey control.
 RQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0386.See file dsdata.txt to determine how the superseded data were derived.
 RQ0386
 RQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS426909(NAD 83)
 RQ0386_MARKER: DB = BENCH MARK DISK
 RQ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0386_STAMPING: 1751.351 N 16 1931
 RQ0386_MARK LOGO: CGS   
 RQ0386_PROJECTION: FLUSH
 RQ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0386+STABILITY: SURFACE MOTION
 RQ0386
 RQ0386  HISTORY     - Date     Condition        Report By
 RQ0386  HISTORY     - 1931     MONUMENTED       CGS
 RQ0386  HISTORY     - 1957     GOOD             NGS
 RQ0386  HISTORY     - 1982     GOOD             NGS
 RQ0386
 RQ0386                          STATION DESCRIPTION
 RQ0386
 RQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0386'8.0 MI E FROM STEELE.
 RQ0386'8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM STEELE, KIDDER
 RQ0386'COUNTY, AT DAWSON, DIRECTLY NORTH OF THE STATION, AT A STREET
 RQ0386'CROSSING, 105 FEET WEST OF THE CENTER LINE OF THE STREET, 84 FEET
 RQ0386'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 7.5 FEET WEST OF THE SECOND
 RQ0386'POLE WEST OF THE STREET, AND IN LINE WITH THE ROW OF POLES.  A
 RQ0386'STANDARD DISK, STAMPED 1751.351 N 16 1931 AND SET IN THE TOP OF A
 RQ0386'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RQ0386
 RQ0386                          STATION RECOVERY (1982)
 RQ0386
 RQ0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0386'RECOVERED THIS DATE.
 RQ0386'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0211 ***********************************************************************
 RQ0211  DESIGNATION -  N 17
 RQ0211  PID         -  RQ0211
 RQ0211  STATE/COUNTY-  ND/STUTSMAN
 RQ0211  USGS QUAD   -  JAMESTOWN (1990)
 RQ0211
 RQ0211                         *CURRENT SURVEY CONTROL
 RQ0211  ___________________________________________________________________
 RQ0211* NAD 83(1986)-  46 54 22.     (N)    098 39 04.     (W)     SCALED    
 RQ0211* NAVD 88     -       455.847  (meters)    1495.56   (feet)  ADJUSTED  
 RQ0211  ___________________________________________________________________
 RQ0211  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 RQ0211  DYNAMIC HT  -         455.866 (meters)    1495.62  (feet)  COMP
 RQ0211  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RQ0211
 RQ0211  VERT ORDER  -  FIRST     CLASS II
 RQ0211
 RQ0211.The horizontal coordinates were scaled from a topographic map and have
 RQ0211.an estimated accuracy of +/- 6 seconds.
 RQ0211
 RQ0211.The orthometric height was determined by differential leveling
 RQ0211.and adjusted by the National Geodetic Survey in June 1991..
 RQ0211
 RQ0211.The geoid height was determined by GEOID03.
 RQ0211
 RQ0211.The dynamic height is computed by dividing the NAVD 88
 RQ0211.geopotential number by the normal gravity value computed on the
 RQ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0211.degrees latitude (g = 980.6199 gals.).
 RQ0211
 RQ0211.The modeled gravity was interpolated from observed gravity values.
 RQ0211
 RQ0211;                    North         East    Units  Estimated Accuracy
 RQ0211;SPC ND S     -   139,430.      740,840.      MT  (+/- 180 meters Scaled)
 RQ0211
 RQ0211                          SUPERSEDED SURVEY CONTROL
 RQ0211
 RQ0211  NGVD 29 (??/??/92)  455.465  (m)         1494.30   (f) ADJ UNCH    1 2
 RQ0211
 RQ0211.Superseded values are not recommended for survey control.
 RQ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0211.See file dsdata.txt to determine how the superseded data were derived.
 RQ0211
 RQ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS265947(NAD 83)
 RQ0211_MARKER: DB = BENCH MARK DISK
 RQ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0211_STAMPING: 1494.305 N 17 1931
 RQ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0211+STABILITY: SURFACE MOTION
 RQ0211
 RQ0211  HISTORY     - Date     Condition        Report By
 RQ0211  HISTORY     - 1931     MONUMENTED       CGS
 RQ0211  HISTORY     - 1960     GOOD             NGS
 RQ0211  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0211
 RQ0211                          STATION DESCRIPTION
 RQ0211
 RQ0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0211'2.8 MI E FROM JAMESTOWN.
 RQ0211'2.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0211'JAMESTOWN, ABOUT 446 FEET EAST OF MILEPOST 97, ABOUT 233 FEET
 RQ0211'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 13 FEET WEST OF THE SECOND
 RQ0211'POLE WEST OF THE CROSSING, 89.5 FEET SOUTH OF THE CENTERLINE OF THE
 RQ0211'MOST SOUTHERLY TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 RQ0211'DISK, STAMPED 1494.305 N 17 1931 AND SET IN THE TOP OF A CONCRETE POST
 RQ0211'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 RQ0211
 RQ0211                          STATION RECOVERY (1982)
 RQ0211
 RQ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0211'NOT RECOVERED, PROBABLY GRADED OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0139 ***********************************************************************
 TF0139  DESIGNATION -  N 170
 TF0139  PID         -  TF0139
 TF0139  STATE/COUNTY-  ND/ROLETTE
 TF0139  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF0139
 TF0139                         *CURRENT SURVEY CONTROL
 TF0139  ___________________________________________________________________
 TF0139* NAD 83(1986)-  48 57 52.     (N)    100 08 54.     (W)     SCALED    
 TF0139* NAVD 88     -       651.019  (meters)    2135.88   (feet)  ADJUSTED  
 TF0139  ___________________________________________________________________
 TF0139  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0139  DYNAMIC HT  -         651.175 (meters)    2136.40  (feet)  COMP
 TF0139  MODELED GRAV-     980,827.8   (mgal)                       NAVD 88
 TF0139
 TF0139  VERT ORDER  -  SECOND    CLASS 0
 TF0139
 TF0139.The horizontal coordinates were scaled from a topographic map and have
 TF0139.an estimated accuracy of +/- 6 seconds.
 TF0139
 TF0139.The orthometric height was determined by differential leveling
 TF0139.and adjusted by the National Geodetic Survey in June 1991..
 TF0139
 TF0139.The geoid height was determined by GEOID03.
 TF0139
 TF0139.The dynamic height is computed by dividing the NAVD 88
 TF0139.geopotential number by the normal gravity value computed on the
 TF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0139.degrees latitude (g = 980.6199 gals.).
 TF0139
 TF0139.The modeled gravity was interpolated from observed gravity values.
 TF0139
 TF0139;                    North         East    Units  Estimated Accuracy
 TF0139;SPC ND N     -   218,480.      625,750.      MT  (+/- 180 meters Scaled)
 TF0139
 TF0139                          SUPERSEDED SURVEY CONTROL
 TF0139
 TF0139  NGVD 29 (??/??/92)  650.620  (m)         2134.58   (f) ADJ UNCH    2 0
 TF0139
 TF0139.Superseded values are not recommended for survey control.
 TF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0139.See file dsdata.txt to determine how the superseded data were derived.
 TF0139
 TF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV159241(NAD 83)
 TF0139_MARKER: DB = BENCH MARK DISK
 TF0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0139_STAMPING: N 170 1935
 TF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0139+STABILITY: SURFACE MOTION
 TF0139
 TF0139  HISTORY     - Date     Condition        Report By
 TF0139  HISTORY     - 1935     MONUMENTED       CGS
 TF0139  HISTORY     - 1968     MARK NOT FOUND   USGS
 TF0139
 TF0139                          STATION DESCRIPTION
 TF0139
 TF0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0139'13.4 MI NW FROM DUNSEITH.
 TF0139'13.4 MILES NORTHWEST ALONG THE WILLOW LAKE ROAD FROM THE GREAT
 TF0139'NORTHERN RAILWAY STATION AT DUNSEITH, ROLETTE COUNTY, 0.1 MILE EAST OF
 TF0139'THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION ACKWORTH
 TF0139'SCHOOL, 33.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.5 FEET WEST
 TF0139'OF THE NORTHEAST CORNER OF THE SCHOOLYARD, AND 1 FOOT NORTH OF THE
 TF0139'SCHOOLYARD FENCE.  A STANDARD DISK, STAMPED N 170 1935 AND SET IN THE
 TF0139'TOP OF A CONCRETE POST.
 TF0139
 TF0139                          STATION RECOVERY (1968)
 TF0139
 TF0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TF0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0110 ***********************************************************************
 TF0110  DESIGNATION -  N 171
 TF0110  PID         -  TF0110
 TF0110  STATE/COUNTY-  ND/ROLETTE
 TF0110  USGS QUAD   -  DUNSEITH (1955)
 TF0110
 TF0110                         *CURRENT SURVEY CONTROL
 TF0110  ___________________________________________________________________
 TF0110* NAD 83(1986)-  48 49 13.     (N)    100 06 56.     (W)     SCALED    
 TF0110* NAVD 88     -       519.849  (meters)    1705.54   (feet)  ADJUSTED  
 TF0110  ___________________________________________________________________
 TF0110  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 TF0110  DYNAMIC HT  -         519.975 (meters)    1705.95  (feet)  COMP
 TF0110  MODELED GRAV-     980,835.6   (mgal)                       NAVD 88
 TF0110
 TF0110  VERT ORDER  -  SECOND    CLASS 0
 TF0110
 TF0110.The horizontal coordinates were scaled from a topographic map and have
 TF0110.an estimated accuracy of +/- 6 seconds.
 TF0110
 TF0110.The orthometric height was determined by differential leveling
 TF0110.and adjusted by the National Geodetic Survey in June 1991..
 TF0110
 TF0110.The geoid height was determined by GEOID03.
 TF0110
 TF0110.The dynamic height is computed by dividing the NAVD 88
 TF0110.geopotential number by the normal gravity value computed on the
 TF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0110.degrees latitude (g = 980.6199 gals.).
 TF0110
 TF0110.The modeled gravity was interpolated from observed gravity values.
 TF0110
 TF0110;                    North         East    Units  Estimated Accuracy
 TF0110;SPC ND N     -   202,460.      628,230.      MT  (+/- 180 meters Scaled)
 TF0110
 TF0110                          SUPERSEDED SURVEY CONTROL
 TF0110
 TF0110  NGVD 29 (??/??/92)  519.466  (m)         1704.28   (f) ADJ UNCH    2 0
 TF0110
 TF0110.Superseded values are not recommended for survey control.
 TF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0110.See file dsdata.txt to determine how the superseded data were derived.
 TF0110
 TF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV181080(NAD 83)
 TF0110_MARKER: DB = BENCH MARK DISK
 TF0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0110_STAMPING: N 171 1935
 TF0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0110+STABILITY: SURFACE MOTION
 TF0110
 TF0110  HISTORY     - Date     Condition        Report By
 TF0110  HISTORY     - 1935     MONUMENTED       CGS
 TF0110
 TF0110                          STATION DESCRIPTION
 TF0110
 TF0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0110'3.0 MI W FROM DUNSEITH.
 TF0110'3.0 MILES WEST ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TF0110'STATION AT DUNSEITH, ROLETTE COUNTY, 390 FEET EAST OF THE CORNER
 TF0110'COMMON TO SECTIONS 27, 28, 33 AND 34, T. 162 N., R. 73 W., 57.5 FEET
 TF0110'NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET NORTH OF A FENCE
 TF0110'CORNER, 20 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE FRED
 TF0110'GOTTBREHT FARMHOUSE, AND 1 FOOT WEST OF THE PROPERTY-LINE FENCE.  A
 TF0110'STANDARD DISK, STAMPED N 171 1935 AND SET IN THE TOP OF A CONCRETE
 TF0110'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0066 ***********************************************************************
 TF0066  DESIGNATION -  N 172
 TF0066  PID         -  TF0066
 TF0066  STATE/COUNTY-  ND/BOTTINEAU
 TF0066  USGS QUAD   -  BOTTINEAU SE (1955)
 TF0066
 TF0066                         *CURRENT SURVEY CONTROL
 TF0066  ___________________________________________________________________
 TF0066* NAD 83(1986)-  48 50 58.     (N)    100 20 14.     (W)     SCALED    
 TF0066* NAVD 88     -       642.989  (meters)    2109.54   (feet)  ADJUSTED  
 TF0066  ___________________________________________________________________
 TF0066  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0066  DYNAMIC HT  -         643.139 (meters)    2110.03  (feet)  COMP
 TF0066  MODELED GRAV-     980,821.5   (mgal)                       NAVD 88
 TF0066
 TF0066  VERT ORDER  -  SECOND    CLASS 0
 TF0066
 TF0066.The horizontal coordinates were scaled from a topographic map and have
 TF0066.an estimated accuracy of +/- 6 seconds.
 TF0066
 TF0066.The orthometric height was determined by differential leveling
 TF0066.and adjusted by the National Geodetic Survey in June 1991..
 TF0066
 TF0066.The geoid height was determined by GEOID03.
 TF0066
 TF0066.The dynamic height is computed by dividing the NAVD 88
 TF0066.geopotential number by the normal gravity value computed on the
 TF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0066.degrees latitude (g = 980.6199 gals.).
 TF0066
 TF0066.The modeled gravity was interpolated from observed gravity values.
 TF0066
 TF0066;                    North         East    Units  Estimated Accuracy
 TF0066;SPC ND N     -   205,650.      611,950.      MT  (+/- 180 meters Scaled)
 TF0066
 TF0066                          SUPERSEDED SURVEY CONTROL
 TF0066
 TF0066  NGVD 29 (??/??/92)  642.595  (m)         2108.25   (f) ADJ UNCH    2 0
 TF0066
 TF0066.Superseded values are not recommended for survey control.
 TF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0066.See file dsdata.txt to determine how the superseded data were derived.
 TF0066
 TF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV018115(NAD 83)
 TF0066_MARKER: DB = BENCH MARK DISK
 TF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0066_STAMPING: N 172 1935
 TF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0066+STABILITY: SURFACE MOTION
 TF0066
 TF0066  HISTORY     - Date     Condition        Report By
 TF0066  HISTORY     - 1935     MONUMENTED       CGS
 TF0066  HISTORY     - 1940     GOOD             NGS
 TF0066  HISTORY     - 1970     GOOD             NDSU
 TF0066
 TF0066                          STATION DESCRIPTION
 TF0066
 TF0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0066'10.8 MI N FROM OMEMEE.
 TF0066'8.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0066'STATION AT OMEMEE, BOTTINEAU COUNTY, 2.0 MILES NORTH ALONG A
 TF0066'SECTION-LINE ROAD.  2.0 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS
 TF0066'5 AND 60, 165 FEET NORTHWEST OF THE CORNER COMMON TO SECTIONS 13, 14,
 TF0066'23 AND 24, T. 162 N., R 75 W., 24 FEET SOUTH OF THE CENTERLINE OF AN
 TF0066'EAST-AND-WEST ROAD, 1 FOOT NORTH OF THE PROPERTY-LINE FENCE, AND 1
 TF0066'FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N
 TF0066'172 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0066
 TF0066                          STATION RECOVERY (1970)
 TF0066
 TF0066'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1486 ***********************************************************************
 TE1486  DESIGNATION -  N 173
 TE1486  PID         -  TE1486
 TE1486  STATE/COUNTY-  ND/ROLETTE
 TE1486  USGS QUAD   -  BELCOURT (1968)
 TE1486
 TE1486                         *CURRENT SURVEY CONTROL
 TE1486  ___________________________________________________________________
 TE1486* NAD 83(1986)-  48 51 46.     (N)    099 44 41.     (W)     SCALED    
 TE1486* NAVD 88     -       610.377  (meters)    2002.55   (feet)  ADJUSTED  
 TE1486  ___________________________________________________________________
 TE1486  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 TE1486  DYNAMIC HT  -         610.519 (meters)    2003.01  (feet)  COMP
 TE1486  MODELED GRAV-     980,822.6   (mgal)                       NAVD 88
 TE1486
 TE1486  VERT ORDER  -  SECOND    CLASS 0
 TE1486
 TE1486.The horizontal coordinates were scaled from a topographic map and have
 TE1486.an estimated accuracy of +/- 6 seconds.
 TE1486
 TE1486.The orthometric height was determined by differential leveling
 TE1486.and adjusted by the National Geodetic Survey in June 1991..
 TE1486
 TE1486.The geoid height was determined by GEOID03.
 TE1486
 TE1486.The dynamic height is computed by dividing the NAVD 88
 TE1486.geopotential number by the normal gravity value computed on the
 TE1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1486.degrees latitude (g = 980.6199 gals.).
 TE1486
 TE1486.The modeled gravity was interpolated from observed gravity values.
 TE1486
 TE1486;                    North         East    Units  Estimated Accuracy
 TE1486;SPC ND N     -   207,390.      655,420.      MT  (+/- 180 meters Scaled)
 TE1486
 TE1486                          SUPERSEDED SURVEY CONTROL
 TE1486
 TE1486  NGVD 29 (??/??/92)  609.965  (m)         2001.19   (f) ADJ UNCH    2 0
 TE1486
 TE1486.Superseded values are not recommended for survey control.
 TE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1486.See file dsdata.txt to determine how the superseded data were derived.
 TE1486
 TE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV453124(NAD 83)
 TE1486_MARKER: DB = BENCH MARK DISK
 TE1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1486_STAMPING: N 173 1935
 TE1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1486+STABILITY: SURFACE MOTION
 TE1486
 TE1486  HISTORY     - Date     Condition        Report By
 TE1486  HISTORY     - 1935     MONUMENTED       CGS
 TE1486  HISTORY     - 1962     GOOD             NGS
 TE1486
 TE1486                          STATION DESCRIPTION
 TE1486
 TE1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TE1486'1.5 MI N FROM BELCOURT.
 TE1486'1.5 MILES NORTH OF BELCOURT, ALONG NORTH-SOUTH SECTION LINE ROAD, FROM
 TE1486'TURTLE MT. INDIAN SCHOOL.  1.1 MILE NORTH OF STATE HIGHWAY 5, ABOUT
 TE1486'36.5 FEET SOUTH OF SECTION CORNER COMMON TO SECTIONS 8, 9.16 AND 17 OF
 TE1486'R 70 W, T 162 N, 41.5 FEET WEST OF THE ROAD CENTERLINE, 33 FEET
 TE1486'SOUTHEAST OF THE SOUTHEAST CORNER OF A WELL-HOUSE.  1 FOOT EAST OF
 TE1486'PROPERTY LINE FENCE AND SET IN A PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0050 ***********************************************************************
 TF0050  DESIGNATION -  N 174
 TF0050  PID         -  TF0050
 TF0050  STATE/COUNTY-  ND/ROLETTE
 TF0050  USGS QUAD   -  BARTON (1980)
 TF0050
 TF0050                         *CURRENT SURVEY CONTROL
 TF0050  ___________________________________________________________________
 TF0050* NAD 83(1986)-  48 35 21.     (N)    100 08 44.     (W)     SCALED    
 TF0050* NAVD 88     -       455.423  (meters)    1494.17   (feet)  ADJUSTED  
 TF0050  ___________________________________________________________________
 TF0050  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 TF0050  DYNAMIC HT  -         455.531 (meters)    1494.52  (feet)  COMP
 TF0050  MODELED GRAV-     980,831.8   (mgal)                       NAVD 88
 TF0050
 TF0050  VERT ORDER  -  SECOND    CLASS 0
 TF0050
 TF0050.The horizontal coordinates were scaled from a topographic map and have
 TF0050.an estimated accuracy of +/- 6 seconds.
 TF0050
 TF0050.The orthometric height was determined by differential leveling
 TF0050.and adjusted by the National Geodetic Survey in June 1991..
 TF0050
 TF0050.The geoid height was determined by GEOID03.
 TF0050
 TF0050.The dynamic height is computed by dividing the NAVD 88
 TF0050.geopotential number by the normal gravity value computed on the
 TF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0050.degrees latitude (g = 980.6199 gals.).
 TF0050
 TF0050.The modeled gravity was interpolated from observed gravity values.
 TF0050
 TF0050;                    North         East    Units  Estimated Accuracy
 TF0050;SPC ND N     -   176,750.      626,150.      MT  (+/- 180 meters Scaled)
 TF0050
 TF0050                          SUPERSEDED SURVEY CONTROL
 TF0050
 TF0050  NGVD 29 (??/??/92)  455.050  (m)         1492.94   (f) ADJ UNCH    2 0
 TF0050
 TF0050.Superseded values are not recommended for survey control.
 TF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0050.See file dsdata.txt to determine how the superseded data were derived.
 TF0050
 TF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU155824(NAD 83)
 TF0050_MARKER: DB = BENCH MARK DISK
 TF0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0050_STAMPING: N 174 1935
 TF0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0050+STABILITY: SURFACE MOTION
 TF0050
 TF0050  HISTORY     - Date     Condition        Report By
 TF0050  HISTORY     - 1935     MONUMENTED       CGS
 TF0050
 TF0050                          STATION DESCRIPTION
 TF0050
 TF0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0050'6.3 MI S FROM OVERLY.
 TF0050'IN ROLETTE COUNTY, 6.3 MILES SOUTH ALONG THE BOTTINEAU-ROLETTE
 TF0050'COUNTY-LINE ROAD FROM THE SOO LINE RAILROAD STATION AT OVERLY,
 TF0050'BOTTINEAU COUNTY, 320 FEET NORTH OF THE CORNER OF SECTION 13, 24, 18
 TF0050'AND 19, T. 159 N., RS. 73 AND 74 W., AND 30.5 FEET EAST OF THE
 TF0050'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED N 174 1935 AND SET
 TF0050'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1540 ***********************************************************************
 TE1540  DESIGNATION -  N 175
 TE1540  PID         -  TE1540
 TE1540  STATE/COUNTY-  ND/ROLETTE
 TE1540  USGS QUAD   -  ROLLA NE (1969)
 TE1540
 TE1540                         *CURRENT SURVEY CONTROL
 TE1540  ___________________________________________________________________
 TE1540* NAD 83(1986)-  48 59 34.     (N)    099 31 33.     (W)     SCALED    
 TE1540* NAVD 88     -       525.661  (meters)    1724.61   (feet)  ADJUSTED  
 TE1540  ___________________________________________________________________
 TE1540  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 TE1540  DYNAMIC HT  -         525.796 (meters)    1725.05  (feet)  COMP
 TE1540  MODELED GRAV-     980,850.3   (mgal)                       NAVD 88
 TE1540
 TE1540  VERT ORDER  -  SECOND    CLASS 0
 TE1540
 TE1540.The horizontal coordinates were scaled from a topographic map and have
 TE1540.an estimated accuracy of +/- 6 seconds.
 TE1540
 TE1540.The orthometric height was determined by differential leveling
 TE1540.and adjusted by the National Geodetic Survey in June 1991..
 TE1540
 TE1540.The geoid height was determined by GEOID03.
 TE1540
 TE1540.The dynamic height is computed by dividing the NAVD 88
 TE1540.geopotential number by the normal gravity value computed on the
 TE1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1540.degrees latitude (g = 980.6199 gals.).
 TE1540
 TE1540.The modeled gravity was interpolated from observed gravity values.
 TE1540
 TE1540;                    North         East    Units  Estimated Accuracy
 TE1540;SPC ND N     -   222,030.      671,290.      MT  (+/- 180 meters Scaled)
 TE1540
 TE1540                          SUPERSEDED SURVEY CONTROL
 TE1540
 TE1540  NGVD 29 (??/??/92)  525.241  (m)         1723.23   (f) ADJ UNCH    2 0
 TE1540
 TE1540.Superseded values are not recommended for survey control.
 TE1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1540.See file dsdata.txt to determine how the superseded data were derived.
 TE1540
 TE1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV615267(NAD 83)
 TE1540_MARKER: DB = BENCH MARK DISK
 TE1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1540_STAMPING: N-175 1935
 TE1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1540+STABILITY: SURFACE MOTION
 TE1540
 TE1540  HISTORY     - Date     Condition        Report By
 TE1540  HISTORY     - 1935     MONUMENTED       CGS
 TE1540
 TE1540                          STATION DESCRIPTION
 TE1540
 TE1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1540'6.3 MI SE FROM ST JOHN INSPECTION STA.
 TE1540'.5 MILE SOUTH AND 5.8 MILES EAST OF, ALONG EAST-WEST SECTION ROAD FROM
 TE1540'CUSTOMS BUILDING.  AT THE ROLETTE-TOWNER COUNTY LINE.  72 FEET WEST OF
 TE1540'SECTION CORNER COMMON TO SEC. 25 AND 36, T 164 N, R 69 W, AND 30 AND
 TE1540'31, OF T 164 N, R 68 W. ABOUT 145 FEET WEST OF T.B.M.  58.5 FEET WEST
 TE1540'OF FENCE CORNER.  30 FEET SOUTH OF ROAD CENTERLINE.  1 FT. NORTH OF
 TE1540'PROPERTY LINE FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1196 ***********************************************************************
 TE1196  DESIGNATION -  N 176
 TE1196  PID         -  TE1196
 TE1196  STATE/COUNTY-  ND/TOWNER
 TE1196  USGS QUAD   -  HANSBORO SW (1970)
 TE1196
 TE1196                         *CURRENT SURVEY CONTROL
 TE1196  ___________________________________________________________________
 TE1196* NAD 83(1986)-  48 47 25.     (N)    099 28 59.     (W)     SCALED    
 TE1196* NAVD 88     -       532.996  (meters)    1748.67   (feet)  ADJUSTED  
 TE1196  ___________________________________________________________________
 TE1196  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 TE1196  DYNAMIC HT  -         533.122 (meters)    1749.08  (feet)  COMP
 TE1196  MODELED GRAV-     980,829.0   (mgal)                       NAVD 88
 TE1196
 TE1196  VERT ORDER  -  SECOND    CLASS 0
 TE1196
 TE1196.The horizontal coordinates were scaled from a topographic map and have
 TE1196.an estimated accuracy of +/- 6 seconds.
 TE1196
 TE1196.The orthometric height was determined by differential leveling
 TE1196.and adjusted by the National Geodetic Survey in June 1991..
 TE1196
 TE1196.The geoid height was determined by GEOID03.
 TE1196
 TE1196.The dynamic height is computed by dividing the NAVD 88
 TE1196.geopotential number by the normal gravity value computed on the
 TE1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1196.degrees latitude (g = 980.6199 gals.).
 TE1196
 TE1196.The modeled gravity was interpolated from observed gravity values.
 TE1196
 TE1196;                    North         East    Units  Estimated Accuracy
 TE1196;SPC ND N     -   199,550.      674,720.      MT  (+/- 180 meters Scaled)
 TE1196
 TE1196                          SUPERSEDED SURVEY CONTROL
 TE1196
 TE1196  NGVD 29 (??/??/92)  532.606  (m)         1747.39   (f) ADJ UNCH    2 0
 TE1196
 TE1196.Superseded values are not recommended for survey control.
 TE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1196.See file dsdata.txt to determine how the superseded data were derived.
 TE1196
 TE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV645042(NAD 83)
 TE1196_MARKER: DB = BENCH MARK DISK
 TE1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1196_STAMPING: N 176 1935
 TE1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1196+STABILITY: SURFACE MOTION
 TE1196
 TE1196  HISTORY     - Date     Condition        Report By
 TE1196  HISTORY     - 1935     MONUMENTED       CGS
 TE1196
 TE1196                          STATION DESCRIPTION
 TE1196
 TE1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1196'2.8 MI E FROM GRONNA.
 TE1196'IN TOWNER COUNTY, 2.8 MILES EAST ALONG A SECTION-LINE ROAD FROM THE
 TE1196'GREAT NORTHERN RAILWAY WATER TOWER AT GRONNA, ROLETTE COUNTY, 2 MILES
 TE1196'EAST OF THE ROLETTE-TOWNER COUNTY-LINE ROAD, 82 FEET EAST OF THE
 TE1196'CORNER COMMON TO SECTIONS 4, 6, 8 AND 9, T 161 N, R 68 W, 65 FEET EAST
 TE1196'OF A FENCE CORNER, 15.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 TE1196'1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED N 176 1935 AND
 TE1196'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0456 ***********************************************************************
 RP0456  DESIGNATION -  N 18
 RP0456  PID         -  RP0456
 RP0456  STATE/COUNTY-  ND/CASS
 RP0456  USGS QUAD   -  WHEATLAND (1967)
 RP0456
 RP0456                         *CURRENT SURVEY CONTROL
 RP0456  ___________________________________________________________________
 RP0456* NAD 83(1986)-  46 54 14.     (N)    097 16 44.     (W)     SCALED    
 RP0456* NAVD 88     -       290.783  (meters)     954.01   (feet)  ADJUSTED  
 RP0456  ___________________________________________________________________
 RP0456  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 RP0456  DYNAMIC HT  -         290.808 (meters)     954.09  (feet)  COMP
 RP0456  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 RP0456
 RP0456  VERT ORDER  -  FIRST     CLASS II
 RP0456
 RP0456.The horizontal coordinates were scaled from a topographic map and have
 RP0456.an estimated accuracy of +/- 6 seconds.
 RP0456
 RP0456.The orthometric height was determined by differential leveling
 RP0456.and adjusted by the National Geodetic Survey in June 1991..
 RP0456
 RP0456.The geoid height was determined by GEOID03.
 RP0456
 RP0456.The dynamic height is computed by dividing the NAVD 88
 RP0456.geopotential number by the normal gravity value computed on the
 RP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0456.degrees latitude (g = 980.6199 gals.).
 RP0456
 RP0456.The modeled gravity was interpolated from observed gravity values.
 RP0456
 RP0456;                    North         East    Units  Estimated Accuracy
 RP0456;SPC ND S     -   142,560.      845,340.      MT  (+/- 180 meters Scaled)
 RP0456
 RP0456                          SUPERSEDED SURVEY CONTROL
 RP0456
 RP0456  NGVD 29 (??/??/92)  290.482  (m)          953.02   (f) ADJ UNCH    1 2
 RP0456
 RP0456.Superseded values are not recommended for survey control.
 RP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0456.See file dsdata.txt to determine how the superseded data were derived.
 RP0456
 RP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS310959(NAD 83)
 RP0456_MARKER: DB = BENCH MARK DISK
 RP0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0456_STAMPING: 953.023 N 18 1931
 RP0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0456+STABILITY: SURFACE MOTION
 RP0456
 RP0456  HISTORY     - Date     Condition        Report By
 RP0456  HISTORY     - 1931     MONUMENTED       CGS
 RP0456  HISTORY     - 1963     MARK NOT FOUND   NGS
 RP0456  HISTORY     - 1967     MARK NOT FOUND   USGS
 RP0456  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0456
 RP0456                          STATION DESCRIPTION
 RP0456
 RP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0456'3.5 MI E FROM WHEATLAND.
 RP0456'3.5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM WHEATLAND, CASS
 RP0456'COUNTY 11 FEET EAST OF THE FIRST POLE EAST OF MILEPOST 31, 50 FEET
 RP0456'NORTH OF THE NORTH RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD
 RP0456'DISK, STAMPED 953.023 N 18 1931 AND SET IN THE TOP OF A CONCRETE POST.
 RP0456
 RP0456                          STATION RECOVERY (1967)
 RP0456
 RP0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RP0456'MARK NOT FOUND.
 RP0456
 RP0456                          STATION RECOVERY (1982)
 RP0456
 RP0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0456'NOT RECOVERED, PROBABLY REMOVED WHEN NEW POWERLINE POLES WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0672 ***********************************************************************
 TD0672  DESIGNATION -  N 181
 TD0672  PID         -  TD0672
 TD0672  STATE/COUNTY-  ND/PEMBINA
 TD0672  USGS QUAD   -  NECHE (1964)
 TD0672
 TD0672                         *CURRENT SURVEY CONTROL
 TD0672  ___________________________________________________________________
 TD0672* NAD 83(1986)-  48 55 11.     (N)    097 33 23.     (W)     SCALED    
 TD0672* NAVD 88     -       252.644  (meters)     828.88   (feet)  ADJUSTED  
 TD0672  ___________________________________________________________________
 TD0672  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 TD0672  DYNAMIC HT  -         252.719 (meters)     829.13  (feet)  COMP
 TD0672  MODELED GRAV-     980,901.2   (mgal)                       NAVD 88
 TD0672
 TD0672  VERT ORDER  -  SECOND    CLASS 0
 TD0672
 TD0672.The horizontal coordinates were scaled from a topographic map and have
 TD0672.an estimated accuracy of +/- 6 seconds.
 TD0672
 TD0672.The orthometric height was determined by differential leveling
 TD0672.and adjusted by the National Geodetic Survey in June 1991..
 TD0672
 TD0672.The geoid height was determined by GEOID03.
 TD0672
 TD0672.The dynamic height is computed by dividing the NAVD 88
 TD0672.geopotential number by the normal gravity value computed on the
 TD0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0672.degrees latitude (g = 980.6199 gals.).
 TD0672
 TD0672.The modeled gravity was interpolated from observed gravity values.
 TD0672
 TD0672;                    North         East    Units  Estimated Accuracy
 TD0672;SPC ND N     -   217,570.      815,690.      MT  (+/- 180 meters Scaled)
 TD0672
 TD0672                          SUPERSEDED SURVEY CONTROL
 TD0672
 TD0672  NGVD 29 (??/??/92)  252.256  (m)          827.61   (f) ADJ UNCH    2 0
 TD0672
 TD0672.Superseded values are not recommended for survey control.
 TD0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0672.See file dsdata.txt to determine how the superseded data were derived.
 TD0672
 TD0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV057195(NAD 83)
 TD0672_MARKER: DB = BENCH MARK DISK
 TD0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0672_STAMPING: N-181 1935
 TD0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0672+STABILITY: SURFACE MOTION
 TD0672
 TD0672  HISTORY     - Date     Condition        Report By
 TD0672  HISTORY     - 1935     MONUMENTED       CGS
 TD0672  HISTORY     - 1964     MARK NOT FOUND   NGS
 TD0672
 TD0672                          STATION DESCRIPTION
 TD0672
 TD0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0672'4.0 MI S FROM NECHE.
 TD0672'4.0 MILES SOUTH OF G. N. RR STATION AT NECHE, ALONG STATE HIGHWAY NO.
 TD0672'18.  N. W. CORNER SEC. 30, T 163 N, R 53 W.  35.5 FEET EAST OF
 TD0672'CENTERLINE OF NORTH-SOUTH ROAD.  25.5 FEET SOUTH OF CENTERLINE OF
 TD0672'EAST-WEST ROAD.  3.5 FEET SOUTHEAST OF TELEPHONE POLE.  3.5 FEET
 TD0672'SOUTHEAST OF NORTHWEST CORNER OF FENCE.  TABLET SET IN PRECAST
 TD0672'CONCRETE POST SET AT NORTHWEST CORNER OF GROVE OF TREES.  TABLET SET
 TD0672'IN PRECAST CONCRETE POST.
 TD0672
 TD0672                          STATION RECOVERY (1964)
 TD0672
 TD0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TD0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0281 ***********************************************************************
 TD0281  DESIGNATION -  N 182
 TD0281  PID         -  TD0281
 TD0281  STATE/COUNTY-  ND/PEMBINA
 TD0281  USGS QUAD   -  GLASSTON (1971)
 TD0281
 TD0281                         *CURRENT SURVEY CONTROL
 TD0281  ___________________________________________________________________
 TD0281* NAD 83(1986)-  48 41 18.     (N)    097 29 26.     (W)     SCALED    
 TD0281* NAVD 88     -       258.836  (meters)     849.20   (feet)  ADJUSTED  
 TD0281  ___________________________________________________________________
 TD0281  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 TD0281  DYNAMIC HT  -         258.906 (meters)     849.43  (feet)  COMP
 TD0281  MODELED GRAV-     980,875.1   (mgal)                       NAVD 88
 TD0281
 TD0281  VERT ORDER  -  SECOND    CLASS 0
 TD0281
 TD0281.The horizontal coordinates were scaled from a topographic map and have
 TD0281.an estimated accuracy of +/- 6 seconds.
 TD0281
 TD0281.The orthometric height was determined by differential leveling
 TD0281.and adjusted by the National Geodetic Survey in June 1991..
 TD0281
 TD0281.The geoid height was determined by GEOID03.
 TD0281
 TD0281.The dynamic height is computed by dividing the NAVD 88
 TD0281.geopotential number by the normal gravity value computed on the
 TD0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0281.degrees latitude (g = 980.6199 gals.).
 TD0281
 TD0281.The modeled gravity was interpolated from observed gravity values.
 TD0281
 TD0281;                    North         East    Units  Estimated Accuracy
 TD0281;SPC ND N     -   192,050.      821,520.      MT  (+/- 180 meters Scaled)
 TD0281
 TD0281                          SUPERSEDED SURVEY CONTROL
 TD0281
 TD0281  NGVD 29 (??/??/92)  258.46   (m)          848.0    (f) COMPUTED    2 0
 TD0281
 TD0281.Superseded values are not recommended for survey control.
 TD0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0281.See file dsdata.txt to determine how the superseded data were derived.
 TD0281
 TD0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU110939(NAD 83)
 TD0281_MARKER: DB = BENCH MARK DISK
 TD0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0281_STAMPING: N-182 1935
 TD0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0281+STABILITY: SURFACE MOTION
 TD0281
 TD0281  HISTORY     - Date     Condition        Report By
 TD0281  HISTORY     - 1935     MONUMENTED       CGS
 TD0281  HISTORY     - 1971     MARK NOT FOUND   USGS
 TD0281
 TD0281                          STATION DESCRIPTION
 TD0281
 TD0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0281'8.1 MI E FROM HENSEL.
 TD0281'8.1 MILES EAST OF HENSEL STATE BANK BLDG AT HENSEL ALONG SECTION ROAD.
 TD0281'S. W. CORNER OF SEC. 9, T 160 N, R 53 W.  43.5 FEET NORTH OF
 TD0281'CENTERLINE OF EAST-WEST ROAD.  42 FEET EAST OF CENTERLINE OF
 TD0281'NORTH-SOUTH ROAD.  38.5 FEET NORTHEAST OF EAST END OF CONCRETE CULVERT
 TD0281'UNDER NORTHSOUTH ROAD.  10.3 FEET EAST OF SOUTHWEST CORNER OF FENCE.
 TD0281'TABLET SET IN PRECAST CONCRETE POST.
 TD0281
 TD0281                          STATION RECOVERY (1971)
 TD0281
 TD0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 TD0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0317 ***********************************************************************
 TD0317  DESIGNATION -  N 183
 TD0317  PID         -  TD0317
 TD0317  STATE/COUNTY-  ND/PEMBINA
 TD0317  USGS QUAD   -  BATHGATE (1971)
 TD0317
 TD0317                         *CURRENT SURVEY CONTROL
 TD0317  ___________________________________________________________________
 TD0317* NAD 83(1986)-  48 54 18.     (N)    097 22 47.     (W)     SCALED    
 TD0317* NAVD 88     -       244.943  (meters)     803.62   (feet)  ADJUSTED  
 TD0317  ___________________________________________________________________
 TD0317  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 TD0317  DYNAMIC HT  -         245.014 (meters)     803.85  (feet)  COMP
 TD0317  MODELED GRAV-     980,892.4   (mgal)                       NAVD 88
 TD0317
 TD0317  VERT ORDER  -  SECOND    CLASS 0
 TD0317
 TD0317.The horizontal coordinates were scaled from a topographic map and have
 TD0317.an estimated accuracy of +/- 6 seconds.
 TD0317
 TD0317.The orthometric height was determined by differential leveling
 TD0317.and adjusted by the National Geodetic Survey in June 1991..
 TD0317
 TD0317.The geoid height was determined by GEOID03.
 TD0317
 TD0317.The dynamic height is computed by dividing the NAVD 88
 TD0317.geopotential number by the normal gravity value computed on the
 TD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0317.degrees latitude (g = 980.6199 gals.).
 TD0317
 TD0317.The modeled gravity was interpolated from observed gravity values.
 TD0317
 TD0317;                    North         East    Units  Estimated Accuracy
 TD0317;SPC ND N     -   216,450.      828,700.      MT  (+/- 180 meters Scaled)
 TD0317
 TD0317                          SUPERSEDED SURVEY CONTROL
 TD0317
 TD0317  NGVD 29 (??/??/92)  244.544  (m)          802.31   (f) ADJ UNCH    2 0
 TD0317
 TD0317.Superseded values are not recommended for survey control.
 TD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0317.See file dsdata.txt to determine how the superseded data were derived.
 TD0317
 TD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV187181(NAD 83)
 TD0317_MARKER: DB = BENCH MARK DISK
 TD0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0317_STAMPING: N-183 1935
 TD0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0317+STABILITY: SURFACE MOTION
 TD0317
 TD0317  HISTORY     - Date     Condition        Report By
 TD0317  HISTORY     - 1935     MONUMENTED       CGS
 TD0317  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0317
 TD0317                          STATION DESCRIPTION
 TD0317
 TD0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0317'3.0 MI E FROM HAMILTON.
 TD0317'3.0 MILES EAST ALONG STATE HIGHWAY NO. 5 FROM INTERSECTION OF STATE
 TD0317'HIGHWAY NO. 5 AND G.N. RR. AT HAMILTON, THENCE 7.0 MILES NORTH ALONG
 TD0317'SECTION ROAD.  N.W. CORNER SEC. 33, T 163 N, R 52 W.  600 FEET
 TD0317'NORTHWEST OF RED PAINTED BARN.  34.5 FEET EAST OF CENTERLINE OF
 TD0317'NORTH-SOUTH ROAD.  32.5 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.
 TD0317'TABLET SET IN PRECAST CONCRETE POST.
 TD0317
 TD0317                          STATION RECOVERY (1970)
 TD0317
 TD0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0678 ***********************************************************************
 TD0678  DESIGNATION -  N 184
 TD0678  PID         -  TD0678
 TD0678  STATE/COUNTY-  ND/PEMBINA
 TD0678  USGS QUAD   -  HALLSON (1964)
 TD0678
 TD0678                         *CURRENT SURVEY CONTROL
 TD0678  ___________________________________________________________________
 TD0678* NAD 83(1986)-  48 51 46.     (N)    097 45 09.     (W)     SCALED    
 TD0678* NAVD 88     -       284.945  (meters)     934.86   (feet)  ADJUSTED  
 TD0678  ___________________________________________________________________
 TD0678  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 TD0678  DYNAMIC HT  -         285.024 (meters)     935.12  (feet)  COMP
 TD0678  MODELED GRAV-     980,881.3   (mgal)                       NAVD 88
 TD0678
 TD0678  VERT ORDER  -  SECOND    CLASS 0
 TD0678
 TD0678.The horizontal coordinates were scaled from a topographic map and have
 TD0678.an estimated accuracy of +/- 6 seconds.
 TD0678
 TD0678.The orthometric height was determined by differential leveling
 TD0678.and adjusted by the National Geodetic Survey in June 1991..
 TD0678
 TD0678.The geoid height was determined by GEOID03.
 TD0678
 TD0678.The dynamic height is computed by dividing the NAVD 88
 TD0678.geopotential number by the normal gravity value computed on the
 TD0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0678.degrees latitude (g = 980.6199 gals.).
 TD0678
 TD0678.The modeled gravity was interpolated from observed gravity values.
 TD0678
 TD0678;                    North         East    Units  Estimated Accuracy
 TD0678;SPC ND N     -   210,710.      801,550.      MT  (+/- 180 meters Scaled)
 TD0678
 TD0678                          SUPERSEDED SURVEY CONTROL
 TD0678
 TD0678  NGVD 29 (??/??/92)  284.557  (m)          933.58   (f) ADJ UNCH    2 0
 TD0678
 TD0678.Superseded values are not recommended for survey control.
 TD0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0678.See file dsdata.txt to determine how the superseded data were derived.
 TD0678
 TD0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV914129(NAD 83)
 TD0678_MARKER: DB = BENCH MARK DISK
 TD0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0678_STAMPING: N-184 1935
 TD0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0678+STABILITY: SURFACE MOTION
 TD0678
 TD0678  HISTORY     - Date     Condition        Report By
 TD0678  HISTORY     - 1935     MONUMENTED       CGS
 TD0678
 TD0678                          STATION DESCRIPTION
 TD0678
 TD0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0678'5.0 MI S FROM LEROY.
 TD0678'5.0 MILES SOUTH ALONG SECTION ROAD FROM STEEL HIGHWAY BRIDGE OVER
 TD0678'PEMBINA RIVER ABOUT .8 MILES NORTH OF LEROY N. W. CORNER SEC. 15, T
 TD0678'162 N, R 55 W.  ABOUT .5 MILE NORTH OF INTERSECTION OF SECTION LINE
 TD0678'COMMON TO SEC. 15 AND 16, T 162 N, R 55 W.  30 FEET SOUTH OF
 TD0678'CENTERLINE OF EAST-WEST ROAD.  29 FEET EAST OF CENTERLINE OF
 TD0678'NORTHSOUTH ROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0175 ***********************************************************************
 TE0175  DESIGNATION -  N 186
 TE0175  PID         -  TE0175
 TE0175  STATE/COUNTY-  ND/CAVALIER
 TE0175  USGS QUAD   -  VANG (1972)
 TE0175
 TE0175                         *CURRENT SURVEY CONTROL
 TE0175  ___________________________________________________________________
 TE0175* NAD 83(1986)-  48 59 31.     (N)    098 02 17.     (W)     SCALED    
 TE0175* NAVD 88     -       345.753  (meters)    1134.36   (feet)  ADJUSTED  
 TE0175  ___________________________________________________________________
 TE0175  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 TE0175  DYNAMIC HT  -         345.850 (meters)    1134.68  (feet)  COMP
 TE0175  MODELED GRAV-     980,880.5   (mgal)                       NAVD 88
 TE0175
 TE0175  VERT ORDER  -  SECOND    CLASS 0
 TE0175
 TE0175.The horizontal coordinates were scaled from a topographic map and have
 TE0175.an estimated accuracy of +/- 6 seconds.
 TE0175
 TE0175.The orthometric height was determined by differential leveling
 TE0175.and adjusted by the National Geodetic Survey in June 1991..
 TE0175
 TE0175.The geoid height was determined by GEOID03.
 TE0175
 TE0175.The dynamic height is computed by dividing the NAVD 88
 TE0175.geopotential number by the normal gravity value computed on the
 TE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0175.degrees latitude (g = 980.6199 gals.).
 TE0175
 TE0175.The modeled gravity was interpolated from observed gravity values.
 TE0175
 TE0175;                    North         East    Units  Estimated Accuracy
 TE0175;SPC ND N     -   224,360.      780,150.      MT  (+/- 180 meters Scaled)
 TE0175
 TE0175                          SUPERSEDED SURVEY CONTROL
 TE0175
 TE0175  NGVD 29 (??/??/92)  345.378  (m)         1133.13   (f) ADJ UNCH    2 0
 TE0175
 TE0175.Superseded values are not recommended for survey control.
 TE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0175.See file dsdata.txt to determine how the superseded data were derived.
 TE0175
 TE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV703270(NAD 83)
 TE0175_MARKER: DB = BENCH MARK DISK
 TE0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0175_STAMPING: N 186 1935
 TE0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0175+STABILITY: SURFACE MOTION
 TE0175
 TE0175  HISTORY     - Date     Condition        Report By
 TE0175  HISTORY     - 1935     MONUMENTED       CGS
 TE0175
 TE0175                          STATION DESCRIPTION
 TE0175
 TE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0175'11.4 MI NW FROM WALHALLA.
 TE0175'IN CAVALIER COUNTY 11.4 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM
 TE0175'THE CROSSING OF THE VANG ROAD AT WALHALLA, PEMBINA COUNTY, 6.0 MILES
 TE0175'WEST ALONG A SECTION-LINE ROAD, AT THE NORTHWEST CORNER OF SECTION 33,
 TE0175'T. 164 N., R. 57 W., AT A ROAD CROSSING, 35 FEET EAST OF THE
 TE0175'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 25.5 FEET SOUTH OF THE
 TE0175'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 10.3 FEET EAST OF A FENCE
 TE0175'CORNER.  A STANDARD DISK, STAMPED N 186 1935 AND SET IN THE TOP OF A
 TE0175'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0980 ***********************************************************************
 TE0980  DESIGNATION -  N 187
 TE0980  PID         -  TE0980
 TE0980  STATE/COUNTY-  ND/CAVALIER
 TE0980  USGS QUAD   -  HANNAH (1970)
 TE0980
 TE0980                         *CURRENT SURVEY CONTROL
 TE0980  ___________________________________________________________________
 TE0980* NAD 83(1986)-  48 59 35.     (N)    098 41 39.     (W)     SCALED    
 TE0980* NAVD 88     -       476.397  (meters)    1562.98   (feet)  ADJUSTED  
 TE0980  ___________________________________________________________________
 TE0980  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 TE0980  DYNAMIC HT  -         476.516 (meters)    1563.37  (feet)  COMP
 TE0980  MODELED GRAV-     980,844.8   (mgal)                       NAVD 88
 TE0980
 TE0980  VERT ORDER  -  SECOND    CLASS 0
 TE0980
 TE0980.The horizontal coordinates were scaled from a topographic map and have
 TE0980.an estimated accuracy of +/- 6 seconds.
 TE0980
 TE0980.The orthometric height was determined by differential leveling
 TE0980.and adjusted by the National Geodetic Survey in June 1991..
 TE0980.WARNING-Repeat measurements at this control monument indicate possible
 TE0980.vertical movement.
 TE0980
 TE0980.The geoid height was determined by GEOID03.
 TE0980
 TE0980.The dynamic height is computed by dividing the NAVD 88
 TE0980.geopotential number by the normal gravity value computed on the
 TE0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0980.degrees latitude (g = 980.6199 gals.).
 TE0980
 TE0980.The modeled gravity was interpolated from observed gravity values.
 TE0980
 TE0980;                    North         East    Units  Estimated Accuracy
 TE0980;SPC ND N     -   223,160.      732,150.      MT  (+/- 180 meters Scaled)
 TE0980
 TE0980                          SUPERSEDED SURVEY CONTROL
 TE0980
 TE0980  NGVD 29 (??/??/92)  476.01   (m)         1561.7    (f) COMPUTED    2 0
 TE0980
 TE0980.Superseded values are not recommended for survey control.
 TE0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0980.See file dsdata.txt to determine how the superseded data were derived.
 TE0980
 TE0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV223267(NAD 83)
 TE0980_MARKER: DB = BENCH MARK DISK
 TE0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0980_STAMPING: N 187 1935
 TE0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0980+STABILITY: SURFACE MOTION
 TE0980
 TE0980  HISTORY     - Date     Condition        Report By
 TE0980  HISTORY     - 1935     MONUMENTED       CGS
 TE0980  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0980
 TE0980                          STATION DESCRIPTION
 TE0980
 TE0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0980'1.5 MI NW FROM HANNAH.
 TE0980'1.0 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TE0980'RAILWAY STATION AT HANNAH, CAVALIER COUNTY, 0.5 MILE WEST ALONG A
 TE0980'SECTION-LINE ROAD, AT THE SOUTHEAST CORNER OF SECTION 29, T. 164 N.,
 TE0980'R. 62 W., AT THE SOUTHEAST CORNER OF THE CITY DUMP, AT A ROAD
 TE0980'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 TE0980'30.5 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 7.3 FEET
 TE0980'WEST OF A SOUTHEAST FENCE CORNER, AND 7.3 FEET WEST OF A POLE.  A
 TE0980'STANDARD DISK, STAMPED N 187 1935 AND SET IN THE TOP OF A CONCRETE
 TE0980'POST.  NOTE-- THE ROAD HAS BEEN WIDENED AND THE CITY DUMP HAS BEEN
 TE0980'GRADED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0043 ***********************************************************************
 TE0043  DESIGNATION -  N 188
 TE0043  PID         -  TE0043
 TE0043  STATE/COUNTY-  ND/CAVALIER
 TE0043  USGS QUAD   -  OLGA (1972)
 TE0043
 TE0043                         *CURRENT SURVEY CONTROL
 TE0043  ___________________________________________________________________
 TE0043* NAD 83(1986)-  48 51 44.     (N)    098 03 32.     (W)     SCALED    
 TE0043* NAVD 88     -       457.775  (meters)    1501.88   (feet)  ADJUSTED  
 TE0043  ___________________________________________________________________
 TE0043  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 TE0043  DYNAMIC HT  -         457.889 (meters)    1502.26  (feet)  COMP
 TE0043  MODELED GRAV-     980,843.9   (mgal)                       NAVD 88
 TE0043
 TE0043  VERT ORDER  -  SECOND    CLASS 0
 TE0043
 TE0043.The horizontal coordinates were scaled from a topographic map and have
 TE0043.an estimated accuracy of +/- 6 seconds.
 TE0043
 TE0043.The orthometric height was determined by differential leveling
 TE0043.and adjusted by the National Geodetic Survey in June 1991..
 TE0043
 TE0043.The geoid height was determined by GEOID03.
 TE0043
 TE0043.The dynamic height is computed by dividing the NAVD 88
 TE0043.geopotential number by the normal gravity value computed on the
 TE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0043.degrees latitude (g = 980.6199 gals.).
 TE0043
 TE0043.The modeled gravity was interpolated from observed gravity values.
 TE0043
 TE0043;                    North         East    Units  Estimated Accuracy
 TE0043;SPC ND N     -   209,890.      779,090.      MT  (+/- 180 meters Scaled)
 TE0043
 TE0043                          SUPERSEDED SURVEY CONTROL
 TE0043
 TE0043  NGVD 29 (??/??/92)  457.418  (m)         1500.71   (f) ADJ UNCH    2 0
 TE0043
 TE0043.Superseded values are not recommended for survey control.
 TE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0043.See file dsdata.txt to determine how the superseded data were derived.
 TE0043
 TE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV690125(NAD 83)
 TE0043_MARKER: DB = BENCH MARK DISK
 TE0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0043_STAMPING: N 188 1935
 TE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0043+STABILITY: SURFACE MOTION
 TE0043
 TE0043  HISTORY     - Date     Condition        Report By
 TE0043  HISTORY     - 1935     MONUMENTED       CGS
 TE0043  HISTORY     - 1964     GOOD             NGS
 TE0043  HISTORY     - 1968     GOOD             DOD
 TE0043
 TE0043                          STATION DESCRIPTION
 TE0043
 TE0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0043'7.2 MI SE FROM VANG.
 TE0043'ABOUT 1.2 MILES EAST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0043'CHURCH AND CEMETERY, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TE0043'THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 TE0043'ALONG A GRAVELED ROAD, IN SECTION 8, R 57 W, T 162 N, AT THE SOUTHWEST
 TE0043'CORNER OF AN ABANDONED SCHOOL GROUNDS, NEAR A ROAD INTERSECTION, 34
 TE0043'1/2 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET
 TE0043'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 49 FEET NORTHEAST OF
 TE0043'THE APPROXIMATE CENTER OF THE INTERSECTION, 101 FEET SOUTHWEST OF THE
 TE0043'SOUTHWEST CORNER OF THE OLGA DISTRICT SCHOOL ( ABANDONED), 41 FEET
 TE0043'WEST OF A POWER LINE POLE, 2 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 TE0043'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE
 TE0043'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 TE0043
 TE0043                          STATION RECOVERY (1968)
 TE0043
 TE0043'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0883 ***********************************************************************
 TE0883  DESIGNATION -  N 189
 TE0883  PID         -  TE0883
 TE0883  STATE/COUNTY-  ND/CAVALIER
 TE0883  USGS QUAD   -  WALES (1970)
 TE0883
 TE0883                         *CURRENT SURVEY CONTROL
 TE0883  ___________________________________________________________________
 TE0883* NAD 83(1986)-  48 53 28.     (N)    098 36 20.     (W)     SCALED    
 TE0883* NAVD 88     -       477.121  (meters)    1565.35   (feet)  ADJUSTED  
 TE0883  ___________________________________________________________________
 TE0883  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 TE0883  DYNAMIC HT  -         477.236 (meters)    1565.73  (feet)  COMP
 TE0883  MODELED GRAV-     980,835.7   (mgal)                       NAVD 88
 TE0883
 TE0883  VERT ORDER  -  SECOND    CLASS 0
 TE0883
 TE0883.The horizontal coordinates were scaled from a topographic map and have
 TE0883.an estimated accuracy of +/- 6 seconds.
 TE0883
 TE0883.The orthometric height was determined by differential leveling
 TE0883.and adjusted by the National Geodetic Survey in June 1991..
 TE0883
 TE0883.The geoid height was determined by GEOID03.
 TE0883
 TE0883.The dynamic height is computed by dividing the NAVD 88
 TE0883.geopotential number by the normal gravity value computed on the
 TE0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0883.degrees latitude (g = 980.6199 gals.).
 TE0883
 TE0883.The modeled gravity was interpolated from observed gravity values.
 TE0883
 TE0883;                    North         East    Units  Estimated Accuracy
 TE0883;SPC ND N     -   211,980.      738,910.      MT  (+/- 180 meters Scaled)
 TE0883
 TE0883                          SUPERSEDED SURVEY CONTROL
 TE0883
 TE0883  NGVD 29 (??/??/92)  476.744  (m)         1564.12   (f) ADJ UNCH    2 0
 TE0883
 TE0883.Superseded values are not recommended for survey control.
 TE0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0883.See file dsdata.txt to determine how the superseded data were derived.
 TE0883
 TE0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV289154(NAD 83)
 TE0883_MARKER: DB = BENCH MARK DISK
 TE0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0883_STAMPING: N 189 1935
 TE0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0883+STABILITY: SURFACE MOTION
 TE0883
 TE0883  HISTORY     - Date     Condition        Report By
 TE0883  HISTORY     - 1935     MONUMENTED       CGS
 TE0883  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0883
 TE0883                          STATION DESCRIPTION
 TE0883
 TE0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0883'0.3 MI SW FROM WALES.
 TE0883'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0883'WALES, CAVALIER COUNTY, AT THE NORTHWEST CORNER OF SECTION 6, T. 162
 TE0883'N., R. 61 W., AT A ROAD INTERSECTION, 42 FEET EAST OF THE CENTERLINE
 TE0883'OF THE NORTH-AND-SOUTH ROAD, 38.5 FEET SOUTH OF THE CENTERLINE OF THE
 TE0883'EAST-AND-WEST ROAD, AND 10.8 FEET SOUTHEAST OF A CORNER POWER-LINE
 TE0883'POLE.  A STANDARD DISK, STAMPED N 189 1935 AND SET IN THE TOP OF A
 TE0883'CONCRETE POST.  NOTE-- THERE HAS BEEN ROAD CONSTRUCTION IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1396 ***********************************************************************
 TE1396  DESIGNATION -  N 191
 TE1396  PID         -  TE1396
 TE1396  STATE/COUNTY-  ND/BENSON
 TE1396  USGS QUAD   -  FILLMORE (1958)
 TE1396
 TE1396                         *CURRENT SURVEY CONTROL
 TE1396  ___________________________________________________________________
 TE1396* NAD 83(1986)-  48 10 48.     (N)    099 48 00.     (W)     SCALED    
 TE1396* NAVD 88     -       485.348  (meters)    1592.35   (feet)  ADJUSTED  
 TE1396  ___________________________________________________________________
 TE1396  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 TE1396  DYNAMIC HT  -         485.438 (meters)    1592.64  (feet)  COMP
 TE1396  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 TE1396
 TE1396  VERT ORDER  -  SECOND    CLASS 0
 TE1396
 TE1396.The horizontal coordinates were scaled from a topographic map and have
 TE1396.an estimated accuracy of +/- 6 seconds.
 TE1396
 TE1396.The orthometric height was determined by differential leveling
 TE1396.and adjusted by the National Geodetic Survey in June 1991..
 TE1396
 TE1396.The geoid height was determined by GEOID03.
 TE1396
 TE1396.The dynamic height is computed by dividing the NAVD 88
 TE1396.geopotential number by the normal gravity value computed on the
 TE1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1396.degrees latitude (g = 980.6199 gals.).
 TE1396
 TE1396.The modeled gravity was interpolated from observed gravity values.
 TE1396
 TE1396;                    North         East    Units  Estimated Accuracy
 TE1396;SPC ND N     -   131,430.      652,050.      MT  (+/- 180 meters Scaled)
 TE1396
 TE1396                          SUPERSEDED SURVEY CONTROL
 TE1396
 TE1396  NGVD 29 (??/??/92)  484.989  (m)         1591.17   (f) ADJ UNCH    2 0
 TE1396
 TE1396.Superseded values are not recommended for survey control.
 TE1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1396.See file dsdata.txt to determine how the superseded data were derived.
 TE1396
 TE1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU405366(NAD 83)
 TE1396_MARKER: DB = BENCH MARK DISK
 TE1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1396_STAMPING: N 191 1935
 TE1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1396+STABILITY: SURFACE MOTION
 TE1396
 TE1396  HISTORY     - Date     Condition        Report By
 TE1396  HISTORY     - 1935     MONUMENTED       CGS
 TE1396  HISTORY     - 1956     GOOD             NGS
 TE1396
 TE1396                          STATION DESCRIPTION
 TE1396
 TE1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1396'IN FILLMORE.
 TE1396'AT FILLMORE.  0.3 MILE WEST OF MILEPOST 486, 4 FEET SOUTH AND 154 FEET
 TE1396'WEST OF THE SOUTHWEST CORNER OF RAILROAD STATION, AT THE CORNER
 TE1396'SECTIONS OF 4,5,8 AND 9, T 154 N, R 71 W, 46 FEET SOUTH OF CENTER OF
 TE1396'TRACKS, 91 FEET NORTH AND 74 FEET EAST OF A T-RD NORTH ENTERING
 TE1396'FILLMORE, AND 1.7 FEET NORTHEAST OF TELEPHONE POLE.  A STANDARD DISK,
 TE1396'STAMPED N 191 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1430 ***********************************************************************
 TE1430  DESIGNATION -  N 192
 TE1430  PID         -  TE1430
 TE1430  STATE/COUNTY-  ND/BENSON
 TE1430  USGS QUAD   -  ESMOND (1958)
 TE1430
 TE1430                         *CURRENT SURVEY CONTROL
 TE1430  ___________________________________________________________________
 TE1430* NAD 83(1986)-  48 02 10.     (N)    099 48 18.     (W)     SCALED    
 TE1430* NAVD 88     -       474.460  (meters)    1556.62   (feet)  ADJUSTED  
 TE1430  ___________________________________________________________________
 TE1430  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 TE1430  DYNAMIC HT  -         474.540 (meters)    1556.89  (feet)  COMP
 TE1430  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 TE1430
 TE1430  VERT ORDER  -  SECOND    CLASS 0
 TE1430
 TE1430.The horizontal coordinates were scaled from a topographic map and have
 TE1430.an estimated accuracy of +/- 6 seconds.
 TE1430
 TE1430.The orthometric height was determined by differential leveling
 TE1430.and adjusted by the National Geodetic Survey in June 1991..
 TE1430
 TE1430.The geoid height was determined by GEOID03.
 TE1430
 TE1430.The dynamic height is computed by dividing the NAVD 88
 TE1430.geopotential number by the normal gravity value computed on the
 TE1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1430.degrees latitude (g = 980.6199 gals.).
 TE1430
 TE1430.The modeled gravity was interpolated from observed gravity values.
 TE1430
 TE1430;                    North         East    Units  Estimated Accuracy
 TE1430;SPC ND N     -   115,430.      651,820.      MT  (+/- 180 meters Scaled)
 TE1430
 TE1430                          SUPERSEDED SURVEY CONTROL
 TE1430
 TE1430  NGVD 29 (??/??/92)  474.095  (m)         1555.43   (f) ADJ UNCH    2 0
 TE1430
 TE1430.Superseded values are not recommended for survey control.
 TE1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1430.See file dsdata.txt to determine how the superseded data were derived.
 TE1430
 TE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU399206(NAD 83)
 TE1430_MARKER: DB = BENCH MARK DISK
 TE1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1430_STAMPING: N 192 1935
 TE1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1430+STABILITY: SURFACE MOTION
 TE1430
 TE1430  HISTORY     - Date     Condition        Report By
 TE1430  HISTORY     - 1935     MONUMENTED       CGS
 TE1430  HISTORY     - 1956     POOR             NGS
 TE1430
 TE1430                          STATION DESCRIPTION
 TE1430
 TE1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1430'10.1 MI S FROM FILLMORE.
 TE1430'10.1 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TE1430'STATION AT FILLMORE, BENSON COUNTY, 0.8 MILE NORTH OF AN EAST-AND-WEST
 TE1430'WOVEN-WIRE FENCE, AT THE SOUTHEAST CORNER OF SECTION 29, T 153 N, R 71
 TE1430'W, AT THE L. ENGLE PROPERTY, AT THE INTERSECTION OF STATE HIGHWAY 19,
 TE1430'54 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 35 FEET WEST OF
 TE1430'THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 33.8 FEET NORTH OF THE
 TE1430'CENTERLINE OF THE HIGHWAY, AND 12.6 FEET WEST OF THE SOUTHEAST CORNER
 TE1430'OF A CULTIVATED-FIELD FENCE.  A STANDARD DISK, STAMPED N 192 1935 AND
 TE1430'SET IN THE TOP OF A CONCRETE POST. NOTE-- POST LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1408 ***********************************************************************
 TE1408  DESIGNATION -  N 193
 TE1408  PID         -  TE1408
 TE1408  STATE/COUNTY-  ND/BENSON
 TE1408  USGS QUAD   -  HARLOW (1958)
 TE1408
 TE1408                         *CURRENT SURVEY CONTROL
 TE1408  ___________________________________________________________________
 TE1408* NAD 83(1986)-  48 08 12.     (N)    099 31 25.     (W)     SCALED    
 TE1408* NAVD 88     -       526.382  (meters)    1726.97   (feet)  ADJUSTED  
 TE1408  ___________________________________________________________________
 TE1408  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 TE1408  DYNAMIC HT  -         526.462 (meters)    1727.23  (feet)  COMP
 TE1408  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 TE1408
 TE1408  VERT ORDER  -  SECOND    CLASS 0
 TE1408
 TE1408.The horizontal coordinates were scaled from a topographic map and have
 TE1408.an estimated accuracy of +/- 6 seconds.
 TE1408
 TE1408.The orthometric height was determined by differential leveling
 TE1408.and adjusted by the National Geodetic Survey in June 1991..
 TE1408
 TE1408.The geoid height was determined by GEOID03.
 TE1408
 TE1408.The dynamic height is computed by dividing the NAVD 88
 TE1408.geopotential number by the normal gravity value computed on the
 TE1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1408.degrees latitude (g = 980.6199 gals.).
 TE1408
 TE1408.The modeled gravity was interpolated from observed gravity values.
 TE1408
 TE1408;                    North         East    Units  Estimated Accuracy
 TE1408;SPC ND N     -   126,840.      672,660.      MT  (+/- 180 meters Scaled)
 TE1408
 TE1408                          SUPERSEDED SURVEY CONTROL
 TE1408
 TE1408  NGVD 29 (??/??/92)  525.998  (m)         1725.71   (f) ADJ UNCH    2 0
 TE1408
 TE1408.Superseded values are not recommended for survey control.
 TE1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1408.See file dsdata.txt to determine how the superseded data were derived.
 TE1408
 TE1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU610316(NAD 83)
 TE1408_MARKER: DB = BENCH MARK DISK
 TE1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1408_STAMPING: N 193 1935
 TE1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1408+STABILITY: SURFACE MOTION
 TE1408
 TE1408  HISTORY     - Date     Condition        Report By
 TE1408  HISTORY     - 1935     MONUMENTED       CGS
 TE1408  HISTORY     - 1956     MARK NOT FOUND   NGS
 TE1408
 TE1408                          STATION DESCRIPTION
 TE1408
 TE1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1408'2.0 MI S FROM HARLOW.
 TE1408'2.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE SOO LINE RAILROAD
 TE1408'STATION AT HARLOW, BENSON COUNTY, 0.1 MILE WEST OF A YELLOW FARMHOUSE
 TE1408'AND A LARGE BARN, AT THE NORTHWEST CORNER OF SECTION 27, T 154 N, R 69
 TE1408'W, AT THE INTERSECTION OF A SECTION-LINE ROAD, 53 FEET SOUTHEAST OF
 TE1408'THE CENTER OF THE INTERSECTION, 36.7 FEET EAST OF THE CENTERLINE OF
 TE1408'THE HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3 FEET
 TE1408'EAST OF A POLE.  A STANDARD DISK, STAMPED N 193 1935 AND SET IN THE
 TE1408'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1446 ***********************************************************************
 TE1446  DESIGNATION -  N 194
 TE1446  PID         -  TE1446
 TE1446  STATE/COUNTY-  ND/PIERCE
 TE1446  USGS QUAD   -  PETRIFIED LAKE (1958)
 TE1446
 TE1446                         *CURRENT SURVEY CONTROL
 TE1446  ___________________________________________________________________
 TE1446* NAD 83(1986)-  48 02 09.     (N)    099 53 13.     (W)     SCALED    
 TE1446* NAVD 88     -       485.271  (meters)    1592.09   (feet)  ADJUSTED  
 TE1446  ___________________________________________________________________
 TE1446  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 TE1446  DYNAMIC HT  -         485.352 (meters)    1592.36  (feet)  COMP
 TE1446  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TE1446
 TE1446  VERT ORDER  -  SECOND    CLASS 0
 TE1446
 TE1446.The horizontal coordinates were scaled from a topographic map and have
 TE1446.an estimated accuracy of +/- 6 seconds.
 TE1446
 TE1446.The orthometric height was determined by differential leveling
 TE1446.and adjusted by the National Geodetic Survey in June 1991..
 TE1446
 TE1446.The geoid height was determined by GEOID03.
 TE1446
 TE1446.The dynamic height is computed by dividing the NAVD 88
 TE1446.geopotential number by the normal gravity value computed on the
 TE1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1446.degrees latitude (g = 980.6199 gals.).
 TE1446
 TE1446.The modeled gravity was interpolated from observed gravity values.
 TE1446
 TE1446;                    North         East    Units  Estimated Accuracy
 TE1446;SPC ND N     -   115,350.      645,710.      MT  (+/- 180 meters Scaled)
 TE1446
 TE1446                          SUPERSEDED SURVEY CONTROL
 TE1446
 TE1446  NGVD 29 (??/??/92)  484.910  (m)         1590.91   (f) ADJ UNCH    2 0
 TE1446
 TE1446.Superseded values are not recommended for survey control.
 TE1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1446.See file dsdata.txt to determine how the superseded data were derived.
 TE1446
 TE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU338206(NAD 83)
 TE1446_MARKER: DB = BENCH MARK DISK
 TE1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1446_STAMPING: N 194 1935
 TE1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1446+STABILITY: SURFACE MOTION
 TE1446
 TE1446  HISTORY     - Date     Condition        Report By
 TE1446  HISTORY     - 1935     MONUMENTED       CGS
 TE1446
 TE1446                          STATION DESCRIPTION
 TE1446
 TE1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1446'4.1 MI W FROM FILLMORE.
 TE1446'IN PIERCE COUNTY, 4.1 MILES WEST ALONG STATE HIGHWAY 19 FROM THE
 TE1446'RIGHT-ANGLE TURN THE HIGHWAY MAKES AT ESMOND, BENSON COUNTY, AT THE
 TE1446'SOUTHWEST CORNER OF SECTION 26, T 153 N, R 72 W, 800 FEET EAST OF A
 TE1446'ROAD INTERSECTION, 250 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TE1446'STEVE HEISLER FARMHOUSE, 110 FEET EAST OF THE JUNCTION OF A ROAD
 TE1446'LEADING TO THE FARMHOUSE.  60.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 TE1446'OF A CONCRETE BOX CULVERT, 45.6 FEET NORTH OF THE CENTERLINE OF THE
 TE1446'HIGHWAY, AND 1 FOOT SOUTH OF THE EAST-AND-WEST BARBED-WIRE FENCE. A
 TE1446'STANDARD DISK, STAMPED N 194 1935 AND SET IN THE TOP OF A CONCRETE
 TE1446'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1240 ***********************************************************************
 TE1240  DESIGNATION -  N 2
 TE1240  PID         -  TE1240
 TE1240  STATE/COUNTY-  ND/BENSON
 TE1240  USGS QUAD   -  NILES (1971)
 TE1240
 TE1240                         *CURRENT SURVEY CONTROL
 TE1240  ___________________________________________________________________
 TE1240* NAD 83(1986)-  48 16 52.     (N)    099 21 00.     (W)     SCALED    
 TE1240* NAVD 88     -       462.819  (meters)    1518.43   (feet)  POSTED    
 TE1240  ___________________________________________________________________
 TE1240  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 TE1240  DYNAMIC HT  -         462.900 (meters)    1518.70  (feet)  COMP
 TE1240  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 TE1240
 TE1240  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TE1240
 TE1240.The horizontal coordinates were scaled from a topographic map and have
 TE1240.an estimated accuracy of +/- 6 seconds.
 TE1240
 TE1240.The orthometric height was determined by differential leveling
 TE1240.and adjusted by the National Geodetic Survey in 1992..
 TE1240.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TE1240.rate of 1.1 thru 2.0 mm/km.
 TE1240
 TE1240.The geoid height was determined by GEOID03.
 TE1240
 TE1240.The dynamic height is computed by dividing the NAVD 88
 TE1240.geopotential number by the normal gravity value computed on the
 TE1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1240.degrees latitude (g = 980.6199 gals.).
 TE1240
 TE1240.The modeled gravity was interpolated from observed gravity values.
 TE1240
 TE1240;                    North         East    Units  Estimated Accuracy
 TE1240;SPC ND N     -   143,070.      685,340.      MT  (+/- 180 meters Scaled)
 TE1240
 TE1240                          SUPERSEDED SURVEY CONTROL
 TE1240
 TE1240.No superseded survey control is available for this station.
 TE1240
 TE1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU740476(NAD 83)
 TE1240_MARKER: DB = BENCH MARK DISK
 TE1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1240_STAMPING: ELEV. 1517.264 FT. N 2
 TE1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1240+STABILITY: SURFACE MOTION
 TE1240
 TE1240  HISTORY     - Date     Condition        Report By
 TE1240  HISTORY     - UNK      MONUMENTED       CGS
 TE1240  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE1240
 TE1240                          STATION DESCRIPTION
 TE1240
 TE1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1240'IN NILES.
 TE1240'AT NILES, BENSON COUNTY, ON THE GREAT NORTHERN RAILWAY, IN LINE WITH
 TE1240'THE EAST END OF THE STATION, 35.5 FEET NORTHWEST OF THE FIRST POLE
 TE1240'EAST OF THE STATION, 95.5 FEET NORTH OF THE CENTERLINE OF THE TRACK
 TE1240'AND IN LINE WITH THE SOUTH ROW OF COTTONWOOD TREES PARALLELING THE
 TE1240'TRACK.  A STANDARD DISK, STAMPED ELEV. 1517.264 FT. N 2 AND SET IN THE
 TE1240'TOP OF A STONE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1443 ***********************************************************************
 TF1443  DESIGNATION -  N 2 B 1
 TF1443  PID         -  TF1443
 TF1443  STATE/COUNTY-  ND/RENVILLE
 TF1443  USGS QUAD   -  MOHALL NE (1949)
 TF1443
 TF1443                         *CURRENT SURVEY CONTROL
 TF1443  ___________________________________________________________________
 TF1443* NAD 83(1986)-  48 53 16.     (N)    101 34 00.     (W)     SCALED    
 TF1443* NAVD 88     -       497.848  (meters)    1633.36   (feet)  ADJUSTED  
 TF1443  ___________________________________________________________________
 TF1443  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1443  DYNAMIC HT  -         497.961 (meters)    1633.73  (feet)  COMP
 TF1443  MODELED GRAV-     980,821.1   (mgal)                       NAVD 88
 TF1443
 TF1443  VERT ORDER  -  SECOND    CLASS 0
 TF1443
 TF1443.The horizontal coordinates were scaled from a topographic map and have
 TF1443.an estimated accuracy of +/- 6 seconds.
 TF1443
 TF1443.The orthometric height was determined by differential leveling
 TF1443.and adjusted by the National Geodetic Survey in June 1991..
 TF1443
 TF1443.The geoid height was determined by GEOID03.
 TF1443
 TF1443.The dynamic height is computed by dividing the NAVD 88
 TF1443.geopotential number by the normal gravity value computed on the
 TF1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1443.degrees latitude (g = 980.6199 gals.).
 TF1443
 TF1443.The modeled gravity was interpolated from observed gravity values.
 TF1443
 TF1443;                    North         East    Units  Estimated Accuracy
 TF1443;SPC ND N     -   210,440.      521,780.      MT  (+/- 180 meters Scaled)
 TF1443
 TF1443                          SUPERSEDED SURVEY CONTROL
 TF1443
 TF1443  NGVD 29 (??/??/92)  497.49   (m)         1632.2    (f) COMPUTED    2 0
 TF1443
 TF1443.Superseded values are not recommended for survey control.
 TF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1443.See file dsdata.txt to determine how the superseded data were derived.
 TF1443
 TF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV118181(NAD 83)
 TF1443_MARKER: DD = SURVEY DISK
 TF1443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1443_SP_SET: CONCRETE CYLINDER
 TF1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1443
 TF1443  HISTORY     - Date     Condition        Report By
 TF1443  HISTORY     - UNK      MONUMENTED       DOD
 TF1443  HISTORY     - 1963     GOOD             NGS
 TF1443
 TF1443                          STATION DESCRIPTION
 TF1443
 TF1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1443'11.6 MI NW FROM MOHALL.
 TF1443'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1443'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1443'WEST ALONG COUNTY ROAD 4, THENCE 1.9 MILES NORTH ALONG A GRAVELED ROAD
 TF1443'TO N2 B2 (USAF) ON THE WEST SIDE OF THE ROAD, THENCE 0.35 MILES
 TF1443'SOUTHWEST ACROSS A FIELD, THE TOP SURFACE OVER THE CENTER HOLE OF A
 TF1443'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF1443'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1442 ***********************************************************************
 TF1442  DESIGNATION -  N 2 B 2
 TF1442  PID         -  TF1442
 TF1442  STATE/COUNTY-  ND/RENVILLE
 TF1442  USGS QUAD   -  MOHALL NE (1949)
 TF1442
 TF1442                         *CURRENT SURVEY CONTROL
 TF1442  ___________________________________________________________________
 TF1442* NAD 83(1986)-  48 53 32.     (N)    101 33 46.     (W)     SCALED    
 TF1442* NAVD 88     -       498.836  (meters)    1636.60   (feet)  ADJUSTED  
 TF1442  ___________________________________________________________________
 TF1442  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF1442  DYNAMIC HT  -         498.949 (meters)    1636.97  (feet)  COMP
 TF1442  MODELED GRAV-     980,821.7   (mgal)                       NAVD 88
 TF1442
 TF1442  VERT ORDER  -  SECOND    CLASS 0
 TF1442
 TF1442.The horizontal coordinates were scaled from a topographic map and have
 TF1442.an estimated accuracy of +/- 6 seconds.
 TF1442
 TF1442.The orthometric height was determined by differential leveling
 TF1442.and adjusted by the National Geodetic Survey in June 1991..
 TF1442
 TF1442.The geoid height was determined by GEOID03.
 TF1442
 TF1442.The dynamic height is computed by dividing the NAVD 88
 TF1442.geopotential number by the normal gravity value computed on the
 TF1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1442.degrees latitude (g = 980.6199 gals.).
 TF1442
 TF1442.The modeled gravity was interpolated from observed gravity values.
 TF1442
 TF1442;                    North         East    Units  Estimated Accuracy
 TF1442;SPC ND N     -   210,930.      522,070.      MT  (+/- 180 meters Scaled)
 TF1442
 TF1442                          SUPERSEDED SURVEY CONTROL
 TF1442
 TF1442  NGVD 29 (??/??/92)  498.48   (m)         1635.4    (f) COMPUTED    2 0
 TF1442
 TF1442.Superseded values are not recommended for survey control.
 TF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1442.See file dsdata.txt to determine how the superseded data were derived.
 TF1442
 TF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV121186(NAD 83)
 TF1442_MARKER: DD = SURVEY DISK
 TF1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1442_SP_SET: CONCRETE CYLINDER
 TF1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1442
 TF1442  HISTORY     - Date     Condition        Report By
 TF1442  HISTORY     - UNK      MONUMENTED       DOD
 TF1442  HISTORY     - 1963     GOOD             NGS
 TF1442
 TF1442                          STATION DESCRIPTION
 TF1442
 TF1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1442'11.25 MI NW FROM MOHALL.
 TF1442'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1442'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1442'WEST ALONG COUNTY ROAD 4, THENCE 1.9 MILES NORTH ALONG A GRAVELED
 TF1442'ROAD, 53 YARDS WEST OF THE CENTER LINE OF THE ROAD, 50 YARDS EAST OF A
 TF1442'ROW OF POWER POLES, THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 TF1442'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 TF1442'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1448 ***********************************************************************
 TF1448  DESIGNATION -  N 2 Z
 TF1448  PID         -  TF1448
 TF1448  STATE/COUNTY-  ND/RENVILLE
 TF1448  USGS QUAD   -  MOHALL NE (1949)
 TF1448
 TF1448                         *CURRENT SURVEY CONTROL
 TF1448  ___________________________________________________________________
 TF1448* NAD 83(1986)-  48 53 10.     (N)    101 33 53.     (W)     SCALED    
 TF1448* NAVD 88     -       497.027  (meters)    1630.66   (feet)  ADJUSTED  
 TF1448  ___________________________________________________________________
 TF1448  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1448  DYNAMIC HT  -         497.140 (meters)    1631.03  (feet)  COMP
 TF1448  MODELED GRAV-     980,820.9   (mgal)                       NAVD 88
 TF1448
 TF1448  VERT ORDER  -  SECOND    CLASS 0
 TF1448
 TF1448.The horizontal coordinates were scaled from a topographic map and have
 TF1448.an estimated accuracy of +/- 6 seconds.
 TF1448
 TF1448.The orthometric height was determined by differential leveling
 TF1448.and adjusted by the National Geodetic Survey in June 1991..
 TF1448
 TF1448.The geoid height was determined by GEOID03.
 TF1448
 TF1448.The dynamic height is computed by dividing the NAVD 88
 TF1448.geopotential number by the normal gravity value computed on the
 TF1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1448.degrees latitude (g = 980.6199 gals.).
 TF1448
 TF1448.The modeled gravity was interpolated from observed gravity values.
 TF1448
 TF1448;                    North         East    Units  Estimated Accuracy
 TF1448;SPC ND N     -   210,250.      521,920.      MT  (+/- 180 meters Scaled)
 TF1448
 TF1448                          SUPERSEDED SURVEY CONTROL
 TF1448
 TF1448  NGVD 29 (??/??/92)  496.67   (m)         1629.5    (f) COMPUTED    2 0
 TF1448
 TF1448.Superseded values are not recommended for survey control.
 TF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1448.See file dsdata.txt to determine how the superseded data were derived.
 TF1448
 TF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV119179(NAD 83)
 TF1448_MARKER: DS = TRIANGULATION STATION DISK
 TF1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1448_STAMPING: N 2 Z 1963
 TF1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1448+STABILITY: SURFACE MOTION
 TF1448
 TF1448  HISTORY     - Date     Condition        Report By
 TF1448  HISTORY     - 1963     MONUMENTED       CGS
 TF1448
 TF1448                          STATION DESCRIPTION
 TF1448
 TF1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1448'10.95 MI NW FROM MOHALL.
 TF1448'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1448'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1448'WEST ALONG COUNTY ROAD 4, THENCE 1.5 MILES NORTH ALONG A GRAVELED
 TF1448'ROAD, THENCE 0.1 MILE WEST ALONG A FIELD ROAD, 155 YARDS WEST OF THE
 TF1448'CENTER LINE OF THE GRAVELED ROAD, 50.0 FEET SOUTH OF N 2 Z R.M. 1,
 TF1448'44.0 FEET WEST OF N 2 Z R.M. 2, IN THE CENTER OF THE FIELD ROAD AND
 TF1448'SET IN THE TOP OF A CONCRETE POST 18-INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1446 ***********************************************************************
 TF1446  DESIGNATION -  N 2 Z AZ MK
 TF1446  PID         -  TF1446
 TF1446  STATE/COUNTY-  ND/RENVILLE
 TF1446  USGS QUAD   -  MOHALL NE (1949)
 TF1446
 TF1446                         *CURRENT SURVEY CONTROL
 TF1446  ___________________________________________________________________
 TF1446* NAD 83(1986)-  48 52 57.     (N)    101 33 44.     (W)     SCALED    
 TF1446* NAVD 88     -       496.796  (meters)    1629.90   (feet)  ADJUSTED  
 TF1446  ___________________________________________________________________
 TF1446  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1446  DYNAMIC HT  -         496.908 (meters)    1630.27  (feet)  COMP
 TF1446  MODELED GRAV-     980,820.6   (mgal)                       NAVD 88
 TF1446
 TF1446  VERT ORDER  -  SECOND    CLASS 0
 TF1446
 TF1446.The horizontal coordinates were scaled from a topographic map and have
 TF1446.an estimated accuracy of +/- 6 seconds.
 TF1446
 TF1446.The orthometric height was determined by differential leveling
 TF1446.and adjusted by the National Geodetic Survey in June 1991..
 TF1446
 TF1446.The geoid height was determined by GEOID03.
 TF1446
 TF1446.The dynamic height is computed by dividing the NAVD 88
 TF1446.geopotential number by the normal gravity value computed on the
 TF1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1446.degrees latitude (g = 980.6199 gals.).
 TF1446
 TF1446.The modeled gravity was interpolated from observed gravity values.
 TF1446
 TF1446;                    North         East    Units  Estimated Accuracy
 TF1446;SPC ND N     -   209,850.      522,090.      MT  (+/- 180 meters Scaled)
 TF1446
 TF1446                          SUPERSEDED SURVEY CONTROL
 TF1446
 TF1446  NGVD 29 (??/??/92)  496.44   (m)         1628.7    (f) COMPUTED    2 0
 TF1446
 TF1446.Superseded values are not recommended for survey control.
 TF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1446.See file dsdata.txt to determine how the superseded data were derived.
 TF1446
 TF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV121175(NAD 83)
 TF1446_MARKER: DZ = AZIMUTH MARK DISK
 TF1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1446_STAMPING: N 2 Z 1963
 TF1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1446+STABILITY: SURFACE MOTION
 TF1446
 TF1446  HISTORY     - Date     Condition        Report By
 TF1446  HISTORY     - 1963     MONUMENTED       CGS
 TF1446
 TF1446                          STATION DESCRIPTION
 TF1446
 TF1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1446'10.6 MI NW FROM MOHALL.
 TF1446'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1446'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1446'WEST ALONG COUNTY ROAD 4, THENCE 1.25 MILES NORTH ALONG A GRAVELED
 TF1446'ROAD, 0.2 MILES NORTH OF A ROAD INTERSECTION, 27 FEET WEST OF THE
 TF1446'CENTER LINE OF THE ROAD, 60 FEET OF AND ACROSS THE ROAD FROM A POWER
 TF1446'POLE, 18 FEET NORTH OF THE CENTER LINE OF A FIELD ENTRANCE, 1.0 FEET
 TF1446'NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 TF1446'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1449 ***********************************************************************
 TF1449  DESIGNATION -  N 2 Z RM 1
 TF1449  PID         -  TF1449
 TF1449  STATE/COUNTY-  ND/RENVILLE
 TF1449  USGS QUAD   -  MOHALL NE (1949)
 TF1449
 TF1449                         *CURRENT SURVEY CONTROL
 TF1449  ___________________________________________________________________
 TF1449* NAD 83(1986)-  48 53 10.     (N)    101 33 52.     (W)     SCALED    
 TF1449* NAVD 88     -       497.245  (meters)    1631.38   (feet)  ADJUSTED  
 TF1449  ___________________________________________________________________
 TF1449  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1449  DYNAMIC HT  -         497.357 (meters)    1631.75  (feet)  COMP
 TF1449  MODELED GRAV-     980,820.9   (mgal)                       NAVD 88
 TF1449
 TF1449  VERT ORDER  -  SECOND    CLASS 0
 TF1449
 TF1449.The horizontal coordinates were scaled from a topographic map and have
 TF1449.an estimated accuracy of +/- 6 seconds.
 TF1449
 TF1449.The orthometric height was determined by differential leveling
 TF1449.and adjusted by the National Geodetic Survey in June 1991..
 TF1449
 TF1449.The geoid height was determined by GEOID03.
 TF1449
 TF1449.The dynamic height is computed by dividing the NAVD 88
 TF1449.geopotential number by the normal gravity value computed on the
 TF1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1449.degrees latitude (g = 980.6199 gals.).
 TF1449
 TF1449.The modeled gravity was interpolated from observed gravity values.
 TF1449
 TF1449;                    North         East    Units  Estimated Accuracy
 TF1449;SPC ND N     -   210,250.      521,940.      MT  (+/- 180 meters Scaled)
 TF1449
 TF1449                          SUPERSEDED SURVEY CONTROL
 TF1449
 TF1449  NGVD 29 (??/??/92)  496.88   (m)         1630.2    (f) COMPUTED    2 0
 TF1449
 TF1449.Superseded values are not recommended for survey control.
 TF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1449.See file dsdata.txt to determine how the superseded data were derived.
 TF1449
 TF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV120179(NAD 83)
 TF1449_MARKER: DR = REFERENCE MARK DISK
 TF1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1449_STAMPING: N 2 Z NO 1 1963
 TF1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1449+STABILITY: SURFACE MOTION
 TF1449
 TF1449  HISTORY     - Date     Condition        Report By
 TF1449  HISTORY     - 1963     MONUMENTED       CGS
 TF1449
 TF1449                          STATION DESCRIPTION
 TF1449
 TF1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1449'10.95 MI NW FROM MOHALL.
 TF1449'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1449'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1449'WEST ALONG COUNTY ROAD 4, THENCE 1.5 MILES NORTH ALONG A GRAVELED ROAD
 TF1449'THENCE 0.1 MILES WEST ALONG A FIELD ROAD, 48 FEET NORTH OF THE CENTER
 TF1449'LINE OF THE FIELD ROAD, 50.0 FEET NORTH OF N 2 Z 1963, 12 FEET
 TF1449'NORTHWEST OF THE NORTHWEST EDGE OF A PILE OF BOULDERS AND SET IN THE
 TF1449'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1447 ***********************************************************************
 TF1447  DESIGNATION -  N 2 Z RM 2
 TF1447  PID         -  TF1447
 TF1447  STATE/COUNTY-  ND/RENVILLE
 TF1447  USGS QUAD   -  MOHALL NE (1949)
 TF1447
 TF1447                         *CURRENT SURVEY CONTROL
 TF1447  ___________________________________________________________________
 TF1447* NAD 83(1986)-  48 53 10.     (N)    101 33 53.     (W)     SCALED    
 TF1447* NAVD 88     -       497.162  (meters)    1631.11   (feet)  ADJUSTED  
 TF1447  ___________________________________________________________________
 TF1447  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1447  DYNAMIC HT  -         497.275 (meters)    1631.48  (feet)  COMP
 TF1447  MODELED GRAV-     980,820.9   (mgal)                       NAVD 88
 TF1447
 TF1447  VERT ORDER  -  SECOND    CLASS 0
 TF1447
 TF1447.The horizontal coordinates were scaled from a topographic map and have
 TF1447.an estimated accuracy of +/- 6 seconds.
 TF1447
 TF1447.The orthometric height was determined by differential leveling
 TF1447.and adjusted by the National Geodetic Survey in June 1991..
 TF1447
 TF1447.The geoid height was determined by GEOID03.
 TF1447
 TF1447.The dynamic height is computed by dividing the NAVD 88
 TF1447.geopotential number by the normal gravity value computed on the
 TF1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1447.degrees latitude (g = 980.6199 gals.).
 TF1447
 TF1447.The modeled gravity was interpolated from observed gravity values.
 TF1447
 TF1447;                    North         East    Units  Estimated Accuracy
 TF1447;SPC ND N     -   210,250.      521,920.      MT  (+/- 180 meters Scaled)
 TF1447
 TF1447                          SUPERSEDED SURVEY CONTROL
 TF1447
 TF1447  NGVD 29 (??/??/92)  496.80   (m)         1629.9    (f) COMPUTED    2 0
 TF1447
 TF1447.Superseded values are not recommended for survey control.
 TF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1447.See file dsdata.txt to determine how the superseded data were derived.
 TF1447
 TF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV119179(NAD 83)
 TF1447_MARKER: DR = REFERENCE MARK DISK
 TF1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1447_STAMPING: N 2 Z NO 2 1963
 TF1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1447+STABILITY: SURFACE MOTION
 TF1447
 TF1447  HISTORY     - Date     Condition        Report By
 TF1447  HISTORY     - 1963     MONUMENTED       CGS
 TF1447
 TF1447                          STATION DESCRIPTION
 TF1447
 TF1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1447'10.95 MI NW FROM MOHALL.
 TF1447'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1447'MOHALL, THENCE 7.0 MILES NORTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF1447'WEST ALONG COUNTY ROAD 4, THENCE 1.5 MILES NORTH ALONG A GRAVELED
 TF1447'ROAD, THENCE 0.1 MILES WEST ALONG A FIELD ROAD, 18 1/2 FEET NORTH OF
 TF1447'THE CENTER LINE OF THE FIELD ROAD, 44 FEET NORTHEAST OF N 2 Z 1963, 7
 TF1447'FEET SOUTHEAST OF A PILE OF BOULDERS AND SET IN THE TOP OF A CONCRETE
 TF1447'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0101 ***********************************************************************
 SM0101  DESIGNATION -  N 201
 SM0101  PID         -  SM0101
 SM0101  STATE/COUNTY-  ND/GRIGGS
 SM0101  USGS QUAD   -  BINFORD (1961)
 SM0101
 SM0101                         *CURRENT SURVEY CONTROL
 SM0101  ___________________________________________________________________
 SM0101* NAD 83(1986)-  47 35 12.     (N)    098 22 18.     (W)     SCALED    
 SM0101* NAVD 88     -       465.632  (meters)    1527.66   (feet)  ADJUSTED  
 SM0101  ___________________________________________________________________
 SM0101  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 SM0101  DYNAMIC HT  -         465.698 (meters)    1527.88  (feet)  COMP
 SM0101  MODELED GRAV-     980,739.4   (mgal)                       NAVD 88
 SM0101
 SM0101  VERT ORDER  -  SECOND    CLASS 0
 SM0101
 SM0101.The horizontal coordinates were scaled from a topographic map and have
 SM0101.an estimated accuracy of +/- 6 seconds.
 SM0101
 SM0101.The orthometric height was determined by differential leveling
 SM0101.and adjusted by the National Geodetic Survey in June 1991..
 SM0101
 SM0101.The geoid height was determined by GEOID03.
 SM0101
 SM0101.The dynamic height is computed by dividing the NAVD 88
 SM0101.geopotential number by the normal gravity value computed on the
 SM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0101.degrees latitude (g = 980.6199 gals.).
 SM0101
 SM0101.The modeled gravity was interpolated from observed gravity values.
 SM0101
 SM0101;                    North         East    Units  Estimated Accuracy
 SM0101;SPC ND N     -    67,440.      760,070.      MT  (+/- 180 meters Scaled)
 SM0101
 SM0101                          SUPERSEDED SURVEY CONTROL
 SM0101
 SM0101  NGVD 29 (??/??/92)  465.283  (m)         1526.52   (f) ADJ UNCH    2 0
 SM0101
 SM0101.Superseded values are not recommended for survey control.
 SM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0101.See file dsdata.txt to determine how the superseded data were derived.
 SM0101
 SM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT472705(NAD 83)
 SM0101_MARKER: DB = BENCH MARK DISK
 SM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0101_STAMPING: N 201 1935
 SM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0101+STABILITY: SURFACE MOTION
 SM0101
 SM0101  HISTORY     - Date     Condition        Report By
 SM0101  HISTORY     - 1935     MONUMENTED       CGS
 SM0101
 SM0101                          STATION DESCRIPTION
 SM0101
 SM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0101'1.3 MI W FROM BINFORD.
 SM0101'1.3 MILES WEST ALONG A SECTION-LINE ROAD FROM THE NORTHERN PACIFIC
 SM0101'RAILWAY STATION AT BINFORD, GRIGGS COUNTY, 1.6 MILES NORTH ALONG
 SM0101'ANOTHER SECTION-LINE ROAD.  AT THE NORTHEAST CORNER OF SECTION 1, T.
 SM0101'147 N., R. 61 W., AT A ROAD INTERSECTION, 63.5 FEET SOUTHWEST OF THE
 SM0101'CENTER OF THE INTERSECTION, 57.6 FEET NORTHWEST OF THE WEST END OF A
 SM0101'GALVANIZED-IRON PIPE CULVERT, 24.5 FEET WEST OF THE CENTERLINE OF THE
 SM0101'NORTH-AND-SOUTH ROAD, 12.6 FEET SOUTH OF THE NORTHEAST CORNER OF A
 SM0101'FENCE, AND 1.3 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 SM0101'DISK, STAMPED N 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0123 ***********************************************************************
 SM0123  DESIGNATION -  N 202
 SM0123  PID         -  SM0123
 SM0123  STATE/COUNTY-  ND/NELSON
 SM0123  USGS QUAD   -  KLOTEN (1967)
 SM0123
 SM0123                         *CURRENT SURVEY CONTROL
 SM0123  ___________________________________________________________________
 SM0123* NAD 83(1986)-  47 40 21.     (N)    098 03 12.     (W)     SCALED    
 SM0123* NAVD 88     -       462.101  (meters)    1516.08   (feet)  ADJUSTED  
 SM0123  ___________________________________________________________________
 SM0123  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 SM0123  DYNAMIC HT  -         462.162 (meters)    1516.28  (feet)  COMP
 SM0123  MODELED GRAV-     980,731.4   (mgal)                       NAVD 88
 SM0123
 SM0123  VERT ORDER  -  SECOND    CLASS 0
 SM0123
 SM0123.The horizontal coordinates were scaled from a topographic map and have
 SM0123.an estimated accuracy of +/- 6 seconds.
 SM0123
 SM0123.The orthometric height was determined by differential leveling
 SM0123.and adjusted by the National Geodetic Survey in June 1991..
 SM0123
 SM0123.The geoid height was determined by GEOID03.
 SM0123
 SM0123.The dynamic height is computed by dividing the NAVD 88
 SM0123.geopotential number by the normal gravity value computed on the
 SM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0123.degrees latitude (g = 980.6199 gals.).
 SM0123
 SM0123.The modeled gravity was interpolated from observed gravity values.
 SM0123
 SM0123;                    North         East    Units  Estimated Accuracy
 SM0123;SPC ND N     -    77,690.      783,700.      MT  (+/- 180 meters Scaled)
 SM0123
 SM0123                          SUPERSEDED SURVEY CONTROL
 SM0123
 SM0123  NGVD 29 (??/??/92)  461.736  (m)         1514.88   (f) ADJ UNCH    2 0
 SM0123
 SM0123.Superseded values are not recommended for survey control.
 SM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0123.See file dsdata.txt to determine how the superseded data were derived.
 SM0123
 SM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT710803(NAD 83)
 SM0123_MARKER: DB = BENCH MARK DISK
 SM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0123_STAMPING: N 202 1935
 SM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0123+STABILITY: SURFACE MOTION
 SM0123
 SM0123  HISTORY     - Date     Condition        Report By
 SM0123  HISTORY     - 1935     MONUMENTED       CGS
 SM0123  HISTORY     - 1963     GOOD             NGS
 SM0123
 SM0123                          STATION DESCRIPTION
 SM0123
 SM0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0123'3.55 MI SW FROM ANETA.
 SM0123'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SM0123'THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 32, THENCE 3.0 MILES WEST
 SM0123'ALONG A GRAVELED ROAD, IN SECTION 35, T 149 N, R 58 W, 44 FEET
 SM0123'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 30 FEET NORTH OF THE
 SM0123'CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A POWER POLE, 1.8 FEET
 SM0123'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0123'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 SM0123'NOTE-- DISK IS STAMPED N 202 1935 NOT N 202 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0688 ***********************************************************************
 SM0688  DESIGNATION -  N 203
 SM0688  PID         -  SM0688
 SM0688  STATE/COUNTY-  ND/EDDY
 SM0688  USGS QUAD   -  BRANTFORD (1950)
 SM0688
 SM0688                         *CURRENT SURVEY CONTROL
 SM0688  ___________________________________________________________________
 SM0688* NAD 83(1986)-  47 35 14.     (N)    098 58 06.     (W)     SCALED    
 SM0688* NAVD 88     -       466.022  (meters)    1528.94   (feet)  ADJUSTED  
 SM0688  ___________________________________________________________________
 SM0688  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 SM0688  DYNAMIC HT  -         466.070 (meters)    1529.10  (feet)  COMP
 SM0688  MODELED GRAV-     980,700.4   (mgal)                       NAVD 88
 SM0688
 SM0688  VERT ORDER  -  SECOND    CLASS 0
 SM0688
 SM0688.The horizontal coordinates were scaled from a topographic map and have
 SM0688.an estimated accuracy of +/- 6 seconds.
 SM0688
 SM0688.The orthometric height was determined by differential leveling
 SM0688.and adjusted by the National Geodetic Survey in June 1991..
 SM0688
 SM0688.The geoid height was determined by GEOID03.
 SM0688
 SM0688.The dynamic height is computed by dividing the NAVD 88
 SM0688.geopotential number by the normal gravity value computed on the
 SM0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0688.degrees latitude (g = 980.6199 gals.).
 SM0688
 SM0688.The modeled gravity was interpolated from observed gravity values.
 SM0688
 SM0688;                    North         East    Units  Estimated Accuracy
 SM0688;SPC ND N     -    66,430.      715,200.      MT  (+/- 180 meters Scaled)
 SM0688
 SM0688                          SUPERSEDED SURVEY CONTROL
 SM0688
 SM0688  NGVD 29 (??/??/92)  465.628  (m)         1527.65   (f) ADJ UNCH    2 0
 SM0688
 SM0688.Superseded values are not recommended for survey control.
 SM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0688.See file dsdata.txt to determine how the superseded data were derived.
 SM0688
 SM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT023704(NAD 83)
 SM0688_MARKER: DB = BENCH MARK DISK
 SM0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0688_STAMPING: N-203 1935
 SM0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0688+STABILITY: SURFACE MOTION
 SM0688
 SM0688  HISTORY     - Date     Condition        Report By
 SM0688  HISTORY     - 1935     MONUMENTED       CGS
 SM0688  HISTORY     - 1960     GOOD             NGS
 SM0688  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 SM0688
 SM0688                          STATION DESCRIPTION
 SM0688
 SM0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0688'9.1 MI NE FROM BARLOW.
 SM0688'1.2 MILE NORTH ALONG N.P.RY. THEN 7.9 MILES EAST ALONG SECTION ROAD,
 SM0688'FROM NORTHERN PACIFIC RAILWAY STATION.  T 147-148 N, R 65 W, CORNER
 SM0688'COMMON TO SECS. 32, 33, 4 AND 5.  60.1 FEET NORTHEAST OF CENTERLINE OF
 SM0688'INTERSECTION OF ROADS.  49.4 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 SM0688'GRAVEL ROAD.  16.3 FEET EAST OF SOUTHWEST CORNER OF FENCE. 2.2 FEET
 SM0688'SOUTH OF EAST-WEST FENCE.  TABLET SET IN PRECAST CONCRETE POST. NOTE--
 SM0688'THE FENCE HAS BEEN REMOVED.
 SM0688
 SM0688                          STATION RECOVERY (1960)
 SM0688
 SM0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0688'RECOVERED IN GOOD CONDITION.
 SM0688
 SM0688                          STATION RECOVERY (1988)
 SM0688
 SM0688'RECOVERY NOTE BY US POWER SQUADRON 1988 (LK)
 SM0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0735 ***********************************************************************
 SM0735  DESIGNATION -  N 204
 SM0735  PID         -  SM0735
 SM0735  STATE/COUNTY-  ND/FOSTER
 SM0735  USGS QUAD   -  JUANITA (1961)
 SM0735
 SM0735                         *CURRENT SURVEY CONTROL
 SM0735  ___________________________________________________________________
 SM0735* NAD 83(1986)-  47 32 12.     (N)    098 41 31.     (W)     SCALED    
 SM0735* NAVD 88     -       454.177  (meters)    1490.08   (feet)  ADJUSTED  
 SM0735  ___________________________________________________________________
 SM0735  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 SM0735  DYNAMIC HT  -         454.232 (meters)    1490.26  (feet)  COMP
 SM0735  MODELED GRAV-     980,719.4   (mgal)                       NAVD 88
 SM0735
 SM0735  VERT ORDER  -  SECOND    CLASS 0
 SM0735
 SM0735.The horizontal coordinates were scaled from a topographic map and have
 SM0735.an estimated accuracy of +/- 6 seconds.
 SM0735
 SM0735.The orthometric height was determined by differential leveling
 SM0735.and adjusted by the National Geodetic Survey in June 1991..
 SM0735
 SM0735.The geoid height was determined by GEOID03.
 SM0735
 SM0735.The dynamic height is computed by dividing the NAVD 88
 SM0735.geopotential number by the normal gravity value computed on the
 SM0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0735.degrees latitude (g = 980.6199 gals.).
 SM0735
 SM0735.The modeled gravity was interpolated from observed gravity values.
 SM0735
 SM0735;                    North         East    Units  Estimated Accuracy
 SM0735;SPC ND N     -    61,270.      736,120.      MT  (+/- 180 meters Scaled)
 SM0735
 SM0735                          SUPERSEDED SURVEY CONTROL
 SM0735
 SM0735  NGVD 29 (??/??/92)  453.813  (m)         1488.88   (f) ADJ UNCH    2 0
 SM0735
 SM0735.Superseded values are not recommended for survey control.
 SM0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0735.See file dsdata.txt to determine how the superseded data were derived.
 SM0735
 SM0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT231648(NAD 83)
 SM0735_MARKER: DB = BENCH MARK DISK
 SM0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0735_STAMPING: N 204 1935
 SM0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0735+STABILITY: SURFACE MOTION
 SM0735
 SM0735  HISTORY     - Date     Condition        Report By
 SM0735  HISTORY     - 1935     MONUMENTED       CGS
 SM0735  HISTORY     - 1961     GOOD             NGS
 SM0735
 SM0735                          STATION DESCRIPTION
 SM0735
 SM0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0735'7.6 MI SW FROM MCHENRY.
 SM0735'0.9 MILE NORTH ALONG A SECTION-LINE ROAD FROM THE PUBLIC SCHOOL AT
 SM0735'MCHENRY, FOSTER COUNTY, THENCE 4.9 MILES WEST AND 3.6 MILES SOUTH
 SM0735'ALONG SECTION-LINE ROADS.  AT THE SOUTHEAST CORNER OF THE NORTHEAST
 SM0735'QUARTER OF SECTION 21, T 147 N, R 63 W, 0.6 MILE SOUTH OF TONY LAKE,
 SM0735'0.1 MILE SOUTH OF A CONCRETE CULVERT, 39 FEET WEST OF THE CENTERLINE
 SM0735'OF THE ROAD, 5.7 FEET WEST OF THE SOUTHEAST CORNER OF THE PASTURE
 SM0735'FENCE, 1.5 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND ABOUT 3 FEET
 SM0735'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED N 204 1935 AND SET IN
 SM0735'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0485 ***********************************************************************
 SM0485  DESIGNATION -  N 205
 SM0485  PID         -  SM0485
 SM0485  STATE/COUNTY-  ND/BARNES
 SM0485  USGS QUAD   -  WIMBLEDON (1961)
 SM0485
 SM0485                         *CURRENT SURVEY CONTROL
 SM0485  ___________________________________________________________________
 SM0485* NAD 83(1986)-  47 14 25.     (N)    098 22 57.     (W)     SCALED    
 SM0485* NAVD 88     -       452.568  (meters)    1484.80   (feet)  ADJUSTED  
 SM0485  ___________________________________________________________________
 SM0485  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 SM0485  DYNAMIC HT  -         452.603 (meters)    1484.91  (feet)  COMP
 SM0485  MODELED GRAV-     980,675.1   (mgal)                       NAVD 88
 SM0485
 SM0485  VERT ORDER  -  SECOND    CLASS 0
 SM0485
 SM0485.The horizontal coordinates were scaled from a topographic map and have
 SM0485.an estimated accuracy of +/- 6 seconds.
 SM0485
 SM0485.The orthometric height was determined by differential leveling
 SM0485.and adjusted by the National Geodetic Survey in June 1991..
 SM0485
 SM0485.The geoid height was determined by GEOID03.
 SM0485
 SM0485.The dynamic height is computed by dividing the NAVD 88
 SM0485.geopotential number by the normal gravity value computed on the
 SM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0485.degrees latitude (g = 980.6199 gals.).
 SM0485
 SM0485.The modeled gravity was interpolated from observed gravity values.
 SM0485
 SM0485;                    North         East    Units  Estimated Accuracy
 SM0485;SPC ND S     -   177,080.      760,300.      MT  (+/- 180 meters Scaled)
 SM0485
 SM0485                          SUPERSEDED SURVEY CONTROL
 SM0485
 SM0485  NGVD 29 (??/??/92)  452.205  (m)         1483.61   (f) ADJ UNCH    2 0
 SM0485
 SM0485.Superseded values are not recommended for survey control.
 SM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0485.See file dsdata.txt to determine how the superseded data were derived.
 SM0485
 SM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT467320(NAD 83)
 SM0485_MARKER: DB = BENCH MARK DISK
 SM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0485_STAMPING: N 205 1935
 SM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0485+STABILITY: SURFACE MOTION
 SM0485
 SM0485  HISTORY     - Date     Condition        Report By
 SM0485  HISTORY     - 1935     MONUMENTED       CGS
 SM0485  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0485
 SM0485                          STATION DESCRIPTION
 SM0485
 SM0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0485'9.8 MI ENE FROM COURTENAY.
 SM0485'IN BARNES COUNTY, 1.3 MILES NORTH ALONG A SECTIONLINE ROAD FROM THE
 SM0485'PUBLIC SCHOOL AT COURTENAY, STUTSMAN COUNTY, THENCE 8.5 MILES EAST
 SM0485'ALONG A SECTION-LINE ROAD.  AT THE NORTHWEST CORNER OF SECTION 2, T.
 SM0485'143 N. R. 61 W., AT A ROAD INTERSECTION, 38.4 FEET SOUTHEAST OF THE
 SM0485'CENTER OF THE INTERSECTION, 18 FEET EAST OF THE CENTER LINE OF THE
 SM0485'NORTH-AND-SOUTH ROAD, 10.8 FEET SOUTH OF THE NORTHWEST CORNER OF A
 SM0485'FENCE, AND 1 FOOT WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 SM0485'STAMPED N 205 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0410 ***********************************************************************
 SM0410  DESIGNATION -  N 206
 SM0410  PID         -  SM0410
 SM0410  STATE/COUNTY-  ND/GRIGGS
 SM0410  USGS QUAD   -  SUTTON SW (1961)
 SM0410
 SM0410                         *CURRENT SURVEY CONTROL
 SM0410  ___________________________________________________________________
 SM0410* NAD 83(1986)-  47 21 20.     (N)    098 28 41.     (W)     SCALED    
 SM0410* NAVD 88     -       453.705  (meters)    1488.53   (feet)  ADJUSTED  
 SM0410  ___________________________________________________________________
 SM0410  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 SM0410  DYNAMIC HT  -         453.747 (meters)    1488.67  (feet)  COMP
 SM0410  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 SM0410
 SM0410  VERT ORDER  -  SECOND    CLASS 0
 SM0410
 SM0410.The horizontal coordinates were scaled from a topographic map and have
 SM0410.an estimated accuracy of +/- 6 seconds.
 SM0410
 SM0410.The orthometric height was determined by differential leveling
 SM0410.and adjusted by the National Geodetic Survey in June 1991..
 SM0410
 SM0410.The geoid height was determined by GEOID03.
 SM0410
 SM0410.The dynamic height is computed by dividing the NAVD 88
 SM0410.geopotential number by the normal gravity value computed on the
 SM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0410.degrees latitude (g = 980.6199 gals.).
 SM0410
 SM0410.The modeled gravity was interpolated from observed gravity values.
 SM0410
 SM0410;                    North         East    Units  Estimated Accuracy
 SM0410;SPC ND N     -    41,540.      752,740.      MT  (+/- 180 meters Scaled)
 SM0410
 SM0410                          SUPERSEDED SURVEY CONTROL
 SM0410
 SM0410  NGVD 29 (??/??/92)  453.338  (m)         1487.33   (f) ADJ UNCH    2 0
 SM0410
 SM0410.Superseded values are not recommended for survey control.
 SM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0410.See file dsdata.txt to determine how the superseded data were derived.
 SM0410
 SM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT394448(NAD 83)
 SM0410_MARKER: DB = BENCH MARK DISK
 SM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0410_STAMPING: N 206 1935
 SM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0410+STABILITY: SURFACE MOTION
 SM0410
 SM0410  HISTORY     - Date     Condition        Report By
 SM0410  HISTORY     - 1935     MONUMENTED       CGS
 SM0410  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0410
 SM0410                          STATION DESCRIPTION
 SM0410
 SM0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0410'5 MI SW FROM SUTTON.
 SM0410'0.3 MILE EAST ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 SM0410'RAILWAY STATION AT SUTTON, GRIGGS COUNTY, 3.0 MILES SOUTH AND 2.0
 SM0410'MILES WEST ALONG SECTION-LINE ROADS.  AT THE SOUTHEAST CORNER OF
 SM0410'SECTION 19, T. 145 N., R. 61 W., 400 FEET SOUTHEAST OF A WINDMILL IN A
 SM0410'CULTIVATED FIELD, AT A ROAD INTERSECTION, 54 FEET NORTHWEST OF THE
 SM0410'CENTER OF THE INTERSECTION, 44 FEET WEST OF THE CENTERLINE OF THE
 SM0410'NORTH-AND-SOUTH ROAD, 32 FEET NORTH OF THE CENTERLINE OF THE
 SM0410'EAST-AND-WEST ROAD, 8.6 FEET WEST OF THE SOUTHEAST CORNER OF A FIELD
 SM0410'FENCE, AND 1.5 FEET NORTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 SM0410'DISK, STAMPED N 206 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0243 ***********************************************************************
 RQ0243  DESIGNATION -  N 209
 RQ0243  PID         -  RQ0243
 RQ0243  STATE/COUNTY-  ND/STUTSMAN
 RQ0243  USGS QUAD   -  MONTPELIER (1953)
 RQ0243
 RQ0243                         *CURRENT SURVEY CONTROL
 RQ0243  ___________________________________________________________________
 RQ0243* NAD 83(1986)-  46 43 57.     (N)    098 36 27.     (W)     SCALED    
 RQ0243* NAVD 88     -       460.253  (meters)    1510.01   (feet)  ADJUSTED  
 RQ0243  ___________________________________________________________________
 RQ0243  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 RQ0243  DYNAMIC HT  -         460.270 (meters)    1510.07  (feet)  COMP
 RQ0243  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 RQ0243
 RQ0243  VERT ORDER  -  SECOND    CLASS 0
 RQ0243
 RQ0243.The horizontal coordinates were scaled from a topographic map and have
 RQ0243.an estimated accuracy of +/- 6 seconds.
 RQ0243
 RQ0243.The orthometric height was determined by differential leveling
 RQ0243.and adjusted by the National Geodetic Survey in June 1991..
 RQ0243
 RQ0243.The geoid height was determined by GEOID03.
 RQ0243
 RQ0243.The dynamic height is computed by dividing the NAVD 88
 RQ0243.geopotential number by the normal gravity value computed on the
 RQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0243.degrees latitude (g = 980.6199 gals.).
 RQ0243
 RQ0243.The modeled gravity was interpolated from observed gravity values.
 RQ0243
 RQ0243;                    North         East    Units  Estimated Accuracy
 RQ0243;SPC ND S     -   120,220.      744,630.      MT  (+/- 180 meters Scaled)
 RQ0243
 RQ0243                          SUPERSEDED SURVEY CONTROL
 RQ0243
 RQ0243  NGVD 29 (??/??/92)  459.891  (m)         1508.83   (f) ADJ UNCH    2 0
 RQ0243
 RQ0243.Superseded values are not recommended for survey control.
 RQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0243.See file dsdata.txt to determine how the superseded data were derived.
 RQ0243
 RQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS299755(NAD 83)
 RQ0243_MARKER: DB = BENCH MARK DISK
 RQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0243_STAMPING: N 209 1935
 RQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0243+STABILITY: SURFACE MOTION
 RQ0243
 RQ0243  HISTORY     - Date     Condition        Report By
 RQ0243  HISTORY     - 1935     MONUMENTED       CGS
 RQ0243  HISTORY     - 1960     GOOD             NGS
 RQ0243
 RQ0243                          STATION DESCRIPTION
 RQ0243
 RQ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0243'4.3 MI NW FROM MONTPELIER.
 RQ0243'2.4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0243'MONTPELIER, STUTSMAN COUNTY, THENCE 1.9 MILES WEST ALONG A
 RQ0243'SECTION-LINE ROAD.  AT THE NORTHWEST CORNER OF SECTION 35, T 138 N, R
 RQ0243'63 W, ABOUT 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GEORGE
 RQ0243'HAEDEN FARMHOUSE IN 1935, 56.8 FEET SOUTHEAST OF THE CENTER OF A
 RQ0243'CROSSROADS, 30.5 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 RQ0243'ROAD, AND 1.4 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 RQ0243'DISK, STAMPED N 209 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RQ0243'IN SOUTHEAST ANGLE OF CROSSROADS, 15 FEET SOUTH-SOUTHWEST OF A FENCE
 RQ0243'CORNER AND 5 FEET WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0333 ***********************************************************************
 RR0333  DESIGNATION -  N 21
 RR0333  PID         -  RR0333
 RR0333  STATE/COUNTY-  ND/MORTON
 RR0333  USGS QUAD   -  ALMONT EAST (1980)
 RR0333
 RR0333                         *CURRENT SURVEY CONTROL
 RR0333  ___________________________________________________________________
 RR0333* NAD 83(1986)-  46 42 32.     (N)    101 23 03.     (W)     SCALED    
 RR0333* NAVD 88     -       684.557  (meters)    2245.92   (feet)  ADJUSTED  
 RR0333  ___________________________________________________________________
 RR0333  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 RR0333  DYNAMIC HT  -         684.551 (meters)    2245.90  (feet)  COMP
 RR0333  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 RR0333
 RR0333  VERT ORDER  -  FIRST     CLASS II
 RR0333
 RR0333.The horizontal coordinates were scaled from a topographic map and have
 RR0333.an estimated accuracy of +/- 6 seconds.
 RR0333
 RR0333.The orthometric height was determined by differential leveling
 RR0333.and adjusted by the National Geodetic Survey in June 1991..
 RR0333
 RR0333.The geoid height was determined by GEOID03.
 RR0333
 RR0333.The dynamic height is computed by dividing the NAVD 88
 RR0333.geopotential number by the normal gravity value computed on the
 RR0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0333.degrees latitude (g = 980.6199 gals.).
 RR0333
 RR0333.The modeled gravity was interpolated from observed gravity values.
 RR0333
 RR0333;                    North         East    Units  Estimated Accuracy
 RR0333;SPC ND S     -   116,230.      532,400.      MT  (+/- 180 meters Scaled)
 RR0333
 RR0333                          SUPERSEDED SURVEY CONTROL
 RR0333
 RR0333  NGVD 29 (??/??/92)  684.123  (m)         2244.49   (f) ADJ UNCH    1 2
 RR0333
 RR0333.Superseded values are not recommended for survey control.
 RR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0333.See file dsdata.txt to determine how the superseded data were derived.
 RR0333
 RR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS177755(NAD 83)
 RR0333_MARKER: DB = BENCH MARK DISK
 RR0333_SETTING: 80 = SET IN A BOULDER
 RR0333_SP_SET: BOULDER
 RR0333_STAMPING: N 21 1933
 RR0333_MARK LOGO: CGS   
 RR0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0333+STABILITY: SURFACE MOTION
 RR0333
 RR0333  HISTORY     - Date     Condition        Report By
 RR0333  HISTORY     - 1933     MONUMENTED       CGS
 RR0333  HISTORY     - 1956     GOOD             NGS
 RR0333  HISTORY     - 1985     GOOD             NGS
 RR0333
 RR0333                          STATION DESCRIPTION
 RR0333
 RR0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0333'10.5 MI S FROM NEW SALEM.
 RR0333'10.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM NEW SALEM, MORTON COUNTY,
 RR0333'0.4 MILE NORTH OF A SCHOOLHOUSE, 75 FEET FROM THE TOP OF A RIDGE, ON
 RR0333'THE EAST SLOPE, 190 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 RR0333'THE TOP OF A GRANITE BOULDER PAINTED USBM.  A STANDARD DISK, STAMPED N
 RR0333'21 1933.  NOTE-- THE MARK IS 30 PACES EAST OF THE EAST RIGHT-OF-WAY
 RR0333'FENCE AND 75 PACES NORTH OF AN EAST-WEST FENCE LINE ON WEST SLOPE OF
 RR0333'RIDGE.
 RR0333
 RR0333                          STATION RECOVERY (1985)
 RR0333
 RR0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0333'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT STATE
 RR0333'HIGHWAY 31 AT THIS POINT IS NOW COUNTY ROAD 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0409 ***********************************************************************
 TD0409  DESIGNATION -  N 211
 TD0409  PID         -  TD0409
 TD0409  STATE/COUNTY-  ND/WALSH
 TD0409  USGS QUAD   -  NASH (1963)
 TD0409
 TD0409                         *CURRENT SURVEY CONTROL
 TD0409  ___________________________________________________________________
 TD0409* NAD 83(1986)-  48 25 38.     (N)    097 37 20.     (W)     SCALED    
 TD0409* NAVD 88     -       273.059  (meters)     895.86   (feet)  ADJUSTED  
 TD0409  ___________________________________________________________________
 TD0409  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 TD0409  DYNAMIC HT  -         273.123 (meters)     896.07  (feet)  COMP
 TD0409  MODELED GRAV-     980,839.9   (mgal)                       NAVD 88
 TD0409
 TD0409  VERT ORDER  -  SECOND    CLASS 0
 TD0409
 TD0409.The horizontal coordinates were scaled from a topographic map and have
 TD0409.an estimated accuracy of +/- 6 seconds.
 TD0409
 TD0409.The orthometric height was determined by differential leveling
 TD0409.and adjusted by the National Geodetic Survey in June 1991..
 TD0409
 TD0409.The geoid height was determined by GEOID03.
 TD0409
 TD0409.The dynamic height is computed by dividing the NAVD 88
 TD0409.geopotential number by the normal gravity value computed on the
 TD0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0409.degrees latitude (g = 980.6199 gals.).
 TD0409
 TD0409.The modeled gravity was interpolated from observed gravity values.
 TD0409
 TD0409;                    North         East    Units  Estimated Accuracy
 TD0409;SPC ND N     -   162,660.      812,920.      MT  (+/- 180 meters Scaled)
 TD0409
 TD0409                          SUPERSEDED SURVEY CONTROL
 TD0409
 TD0409  NGVD 29 (??/??/92)  272.73   (m)          894.8    (f) COMPUTED    2 0
 TD0409
 TD0409.Superseded values are not recommended for survey control.
 TD0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0409.See file dsdata.txt to determine how the superseded data were derived.
 TD0409
 TD0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU019647(NAD 83)
 TD0409_MARKER: DB = BENCH MARK DISK
 TD0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0409_STAMPING: N 211 1935
 TD0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0409+STABILITY: SURFACE MOTION
 TD0409
 TD0409  HISTORY     - Date     Condition        Report By
 TD0409  HISTORY     - 1935     MONUMENTED       CGS
 TD0409  HISTORY     - 1940     GOOD             NGS
 TD0409
 TD0409                          STATION DESCRIPTION
 TD0409
 TD0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TD0409'7.4 MI E FROM PARK RIVER.
 TD0409'IS 7.4 MILES E, OF PARK RIVER, 1.0 MILE N. OF JCT. OF STATE HIWAYS NO.
 TD0409'17 AND 18, ALONG 18 AT SECTION LINE ROAD, 32.0 FT. E. OF CENTER OF
 TD0409'HIWAY, 30.8 FT. N. OF THE CENTER OF SECTION LINE ROAD, 0.7 FT. N. OF
 TD0409'WHITE MARKER POST, 6 IN. ABOVE GROUND.  STANDARD DISC IN PRE CAST
 TD0409'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0111 ***********************************************************************
 SN0111  DESIGNATION -  N 212
 SN0111  PID         -  SN0111
 SN0111  STATE/COUNTY-  ND/BURLEIGH
 SN0111  USGS QUAD   -  WILTON SE (1976)
 SN0111
 SN0111                         *CURRENT SURVEY CONTROL
 SN0111  ___________________________________________________________________
 SN0111* NAD 83(1986)-  47 00 18.     (N)    100 45 22.     (W)     SCALED    
 SN0111* NAVD 88     -       579.188  (meters)    1900.22   (feet)  ADJUSTED  
 SN0111  ___________________________________________________________________
 SN0111  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SN0111  DYNAMIC HT  -         579.193 (meters)    1900.24  (feet)  COMP
 SN0111  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 SN0111
 SN0111  VERT ORDER  -  FIRST     CLASS II
 SN0111
 SN0111.The horizontal coordinates were scaled from a topographic map and have
 SN0111.an estimated accuracy of +/- 6 seconds.
 SN0111
 SN0111.The orthometric height was determined by differential leveling
 SN0111.and adjusted by the National Geodetic Survey in June 1991..
 SN0111
 SN0111.The geoid height was determined by GEOID03.
 SN0111
 SN0111.The dynamic height is computed by dividing the NAVD 88
 SN0111.geopotential number by the normal gravity value computed on the
 SN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0111.degrees latitude (g = 980.6199 gals.).
 SN0111
 SN0111.The modeled gravity was interpolated from observed gravity values.
 SN0111
 SN0111;                    North         East    Units  Estimated Accuracy
 SN0111;SPC ND S     -   148,800.      580,520.      MT  (+/- 180 meters Scaled)
 SN0111
 SN0111                          SUPERSEDED SURVEY CONTROL
 SN0111
 SN0111  NGVD 29 (??/??/92)  578.757  (m)         1898.81   (f) ADJ UNCH    1 2
 SN0111
 SN0111.Superseded values are not recommended for survey control.
 SN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0111.See file dsdata.txt to determine how the superseded data were derived.
 SN0111
 SN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT665072(NAD 83)
 SN0111_MARKER: DB = BENCH MARK DISK
 SN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0111_STAMPING: N 212 1962
 SN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0111+STABILITY: SURFACE MOTION
 SN0111
 SN0111  HISTORY     - Date     Condition        Report By
 SN0111  HISTORY     - 1962     MONUMENTED       CGS
 SN0111
 SN0111                          STATION DESCRIPTION
 SN0111
 SN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0111'1.5 MI S FROM BALDWIN.
 SN0111'ABOUT 1.5 MILE SOUTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0111'STATION AT BALDWIN, AT MILEPOST 544, 37 FEET WEST OF THE WEST RAIL,
 SN0111'8.5 FEET EAST OF A FENCE LINE, 6.6 FEET WEST OF THE MILEPOST, 1.5 FEET
 SN0111'NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK AND SET IN
 SN0111'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0847 ***********************************************************************
 SN0847  DESIGNATION -  N 213
 SN0847  PID         -  SN0847
 SN0847  STATE/COUNTY-  ND/MCLEAN
 SN0847  USGS QUAD   -  WASHBURN (1980)
 SN0847
 SN0847                         *CURRENT SURVEY CONTROL
 SN0847  ___________________________________________________________________
 SN0847* NAD 83(1986)-  47 22 29.     (N)    101 05 52.     (W)     SCALED    
 SN0847* NAVD 88     -       575.045  (meters)    1886.63   (feet)  ADJUSTED  
 SN0847  ___________________________________________________________________
 SN0847  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0847  DYNAMIC HT  -         575.088 (meters)    1886.77  (feet)  COMP
 SN0847  MODELED GRAV-     980,668.9   (mgal)                       NAVD 88
 SN0847
 SN0847  VERT ORDER  -  FIRST     CLASS II
 SN0847
 SN0847.The horizontal coordinates were scaled from a topographic map and have
 SN0847.an estimated accuracy of +/- 6 seconds.
 SN0847
 SN0847.The orthometric height was determined by differential leveling
 SN0847.and adjusted by the National Geodetic Survey in June 1991..
 SN0847
 SN0847.The geoid height was determined by GEOID03.
 SN0847
 SN0847.The dynamic height is computed by dividing the NAVD 88
 SN0847.geopotential number by the normal gravity value computed on the
 SN0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0847.degrees latitude (g = 980.6199 gals.).
 SN0847
 SN0847.The modeled gravity was interpolated from observed gravity values.
 SN0847
 SN0847;                    North         East    Units  Estimated Accuracy
 SN0847;SPC ND N     -    41,840.      554,850.      MT  (+/- 180 meters Scaled)
 SN0847
 SN0847                          SUPERSEDED SURVEY CONTROL
 SN0847
 SN0847  NGVD 29 (??/??/92)  574.633  (m)         1885.28   (f) ADJ UNCH    1 2
 SN0847
 SN0847.Superseded values are not recommended for survey control.
 SN0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0847.See file dsdata.txt to determine how the superseded data were derived.
 SN0847
 SN0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT416489(NAD 83)
 SN0847_MARKER: DB = BENCH MARK DISK
 SN0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0847_STAMPING: N 213 1962
 SN0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0847+STABILITY: SURFACE MOTION
 SN0847
 SN0847  HISTORY     - Date     Condition        Report By
 SN0847  HISTORY     - 1962     MONUMENTED       CGS
 SN0847  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0847
 SN0847                          STATION DESCRIPTION
 SN0847
 SN0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0847'0.95 MI NW FROM FALKIRK.
 SN0847'0.95 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0847'FALKIRK, 16 POLES SOUTHEAST OF MILEPOST 508, 46.8 FEET WEST OF THE
 SN0847'WEST RAIL, 2.8 FEET SOUTH OF A TELEGRAPH POLE, 1.8 FEET NORTH OF A
 SN0847'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE TRACK, A DISK IN THE TOP OF
 SN0847'A CONCRETE POST PROJECTING 0.5 FOOT.
 SN0847
 SN0847                          STATION RECOVERY (1982)
 SN0847
 SN0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0547 ***********************************************************************
 SN0547  DESIGNATION -  N 214
 SN0547  PID         -  SN0547
 SN0547  STATE/COUNTY-  ND/MCLEAN
 SN0547  USGS QUAD   -  GARRISON (1981)
 SN0547
 SN0547                         *CURRENT SURVEY CONTROL
 SN0547  ___________________________________________________________________
 SN0547* NAD 83(1986)-  47 40 26.     (N)    101 24 56.     (W)     SCALED    
 SN0547* NAVD 88     -       579.025  (meters)    1899.68   (feet)  ADJUSTED  
 SN0547  ___________________________________________________________________
 SN0547  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 SN0547  DYNAMIC HT  -         579.078 (meters)    1899.86  (feet)  COMP
 SN0547  MODELED GRAV-     980,683.6   (mgal)                       NAVD 88
 SN0547
 SN0547  VERT ORDER  -  FIRST     CLASS II
 SN0547
 SN0547.The horizontal coordinates were scaled from a topographic map and have
 SN0547.an estimated accuracy of +/- 6 seconds.
 SN0547
 SN0547.The orthometric height was determined by differential leveling
 SN0547.and adjusted by the National Geodetic Survey in June 1991..
 SN0547
 SN0547.The geoid height was determined by GEOID03.
 SN0547
 SN0547.The dynamic height is computed by dividing the NAVD 88
 SN0547.geopotential number by the normal gravity value computed on the
 SN0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0547.degrees latitude (g = 980.6199 gals.).
 SN0547
 SN0547.The modeled gravity was interpolated from observed gravity values.
 SN0547
 SN0547;                    North         East    Units  Estimated Accuracy
 SN0547;SPC ND N     -    75,330.      531,250.      MT  (+/- 180 meters Scaled)
 SN0547
 SN0547                          SUPERSEDED SURVEY CONTROL
 SN0547
 SN0547  NGVD 29 (??/??/92)  578.631  (m)         1898.39   (f) ADJ UNCH    1 2
 SN0547
 SN0547.Superseded values are not recommended for survey control.
 SN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0547.See file dsdata.txt to determine how the superseded data were derived.
 SN0547
 SN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT186828(NAD 83)
 SN0547_MARKER: DB = BENCH MARK DISK
 SN0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0547_STAMPING: N 214 1962
 SN0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0547+STABILITY: SURFACE MOTION
 SN0547
 SN0547  HISTORY     - Date     Condition        Report By
 SN0547  HISTORY     - 1962     MONUMENTED       CGS
 SN0547
 SN0547                          STATION DESCRIPTION
 SN0547
 SN0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0547'1.9 MI N FROM GARRISON.
 SN0547'ABOUT 1.9 MILE NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0547'GARRISON, AT A PRIVATE ROAD CROSSING, 46 FEET SOUTHWEST OF THE
 SN0547'CENTERLINE OF THE CROSSING, 37 FEET SOUTH OF THE SOUTH RAIL, 62 FEET
 SN0547'WEST OF THE CENTERLINE OF THE PRIVATE ROAD, 4.5 FEET NORTH OF A
 SN0547'TELEGRAPH POLE, 9.5 FEET NORTH OF A FENCE LINE, 1.5 FEET EAST OF A
 SN0547'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF
 SN0547'A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1026 ***********************************************************************
 SN1026  DESIGNATION -  N 215
 SN1026  PID         -  SN1026
 SN1026  STATE/COUNTY-  ND/WARD
 SN1026  USGS QUAD   -  RYDER (1981)
 SN1026
 SN1026                         *CURRENT SURVEY CONTROL
 SN1026  ___________________________________________________________________
 SN1026* NAD 83(1986)-  47 55 36.     (N)    101 40 18.     (W)     SCALED    
 SN1026* NAVD 88     -       648.609  (meters)    2127.98   (feet)  ADJUSTED  
 SN1026  ___________________________________________________________________
 SN1026  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1026  DYNAMIC HT  -         648.693 (meters)    2128.25  (feet)  COMP
 SN1026  MODELED GRAV-     980,718.5   (mgal)                       NAVD 88
 SN1026
 SN1026  VERT ORDER  -  SECOND    CLASS 0
 SN1026
 SN1026.The horizontal coordinates were scaled from a topographic map and have
 SN1026.an estimated accuracy of +/- 6 seconds.
 SN1026
 SN1026.The orthometric height was determined by differential leveling
 SN1026.and adjusted by the National Geodetic Survey in June 1991..
 SN1026
 SN1026.The geoid height was determined by GEOID03.
 SN1026
 SN1026.The dynamic height is computed by dividing the NAVD 88
 SN1026.geopotential number by the normal gravity value computed on the
 SN1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1026.degrees latitude (g = 980.6199 gals.).
 SN1026
 SN1026.The modeled gravity was interpolated from observed gravity values.
 SN1026
 SN1026;                    North         East    Units  Estimated Accuracy
 SN1026;SPC ND N     -   103,690.      512,450.      MT  (+/- 180 meters Scaled)
 SN1026
 SN1026                          SUPERSEDED SURVEY CONTROL
 SN1026
 SN1026  NGVD 29 (??/??/92)  648.201  (m)         2126.64   (f) ADJ UNCH    2 0
 SN1026
 SN1026.Superseded values are not recommended for survey control.
 SN1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1026.See file dsdata.txt to determine how the superseded data were derived.
 SN1026
 SN1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU004116(NAD 83)
 SN1026_MARKER: DB = BENCH MARK DISK
 SN1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1026_STAMPING: N 215 1962
 SN1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1026+STABILITY: SURFACE MOTION
 SN1026
 SN1026  HISTORY     - Date     Condition        Report By
 SN1026  HISTORY     - 1962     MONUMENTED       CGS
 SN1026
 SN1026                          STATION DESCRIPTION
 SN1026
 SN1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1026'0.95 MI N FROM RYDER.
 SN1026'0.4 MILE NORTH ALONG MAIN STREET FROM THE MINNEAPOLIS, ST. PAUL AND
 SN1026'SAULT STE. MARIE RAILROAD STATION AT RYDER, THENCE 0.05 MILE EAST
 SN1026'ALONG A GRAVELED STREET, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD,
 SN1026'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF THE RYDER AIRSTRIP, AT
 SN1026'THE MORE WESTERLY OF TWO ENTRANCES TO THE RYDER CEMETERY, 29 FEET
 SN1026'NORTH OF THE CENTERLINE OF THE ROAD, 11.3 FEET WEST OF THE CENTERLINE
 SN1026'OF THE CEMETERY ENTRANCE, 1.4 FEET SOUTH OF A FENCE, 1.7 FEET EAST OF
 SN1026'A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 SN1026'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  NOTE-- THE
 SN1026'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 SN1026'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1117 ***********************************************************************
 SN1117  DESIGNATION -  N 216
 SN1117  PID         -  SN1117
 SN1117  STATE/COUNTY-  ND/MCLEAN
 SN1117  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1117
 SN1117                         *CURRENT SURVEY CONTROL
 SN1117  ___________________________________________________________________
 SN1117* NAD 83(1986)-  47 38 47.     (N)    101 49 20.     (W)     SCALED    
 SN1117* NAVD 88     -       604.758  (meters)    1984.11   (feet)  ADJUSTED  
 SN1117  ___________________________________________________________________
 SN1117  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 SN1117  DYNAMIC HT  -         604.819 (meters)    1984.31  (feet)  COMP
 SN1117  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SN1117
 SN1117  VERT ORDER  -  SECOND    CLASS 0
 SN1117
 SN1117.The horizontal coordinates were scaled from a topographic map and have
 SN1117.an estimated accuracy of +/- 6 seconds.
 SN1117
 SN1117.The orthometric height was determined by differential leveling
 SN1117.and adjusted by the National Geodetic Survey in June 1991..
 SN1117
 SN1117.The geoid height was determined by GEOID03.
 SN1117
 SN1117.The dynamic height is computed by dividing the NAVD 88
 SN1117.geopotential number by the normal gravity value computed on the
 SN1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1117.degrees latitude (g = 980.6199 gals.).
 SN1117
 SN1117.The modeled gravity was interpolated from observed gravity values.
 SN1117
 SN1117;                    North         East    Units  Estimated Accuracy
 SN1117;SPC ND N     -    72,720.      500,670.      MT  (+/- 180 meters Scaled)
 SN1117
 SN1117                          SUPERSEDED SURVEY CONTROL
 SN1117
 SN1117  NGVD 29 (??/??/92)  604.340  (m)         1982.74   (f) ADJ UNCH    2 0
 SN1117
 SN1117.Superseded values are not recommended for survey control.
 SN1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1117.See file dsdata.txt to determine how the superseded data were derived.
 SN1117
 SN1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT880808(NAD 83)
 SN1117_MARKER: DB = BENCH MARK DISK
 SN1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1117_STAMPING: N 216 1962
 SN1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1117+STABILITY: SURFACE MOTION
 SN1117
 SN1117  HISTORY     - Date     Condition        Report By
 SN1117  HISTORY     - 1962     MONUMENTED       CGS
 SN1117
 SN1117                          STATION DESCRIPTION
 SN1117
 SN1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1117'8 MI W FROM EMMET.
 SN1117'1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1117'THENCE 7 MILE WEST ALONG A GRAVELED ROAD, AT A ROAD INTERSECTION, 78
 SN1117'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 109 FEET NORTHWEST
 SN1117'OF THE CENTER OF THE INTERSECTION, 72 FEET WEST OF THE CENTERLINE OF A
 SN1117'ROAD, 14 FEET WEST OF THE WEST END OF A GATE, 2 FEET NORTH OF A FENCE
 SN1117'LINE, 2.8 FEET SOUTH OF A POWER POLE, 2.8 FEET NORTH OF A WITNESS
 SN1117'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, A DISK IN THE TOP OF A
 SN1117'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1053 ***********************************************************************
 TF1053  DESIGNATION -  N 217
 TF1053  PID         -  TF1053
 TF1053  STATE/COUNTY-  ND/WARD
 TF1053  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1053
 TF1053                         *CURRENT SURVEY CONTROL
 TF1053  ___________________________________________________________________
 TF1053* NAD 83(1986)-  48 06 35.     (N)    101 17 48.     (W)     SCALED    
 TF1053* NAVD 88     -       557.381  (meters)    1828.67   (feet)  ADJUSTED  
 TF1053  ___________________________________________________________________
 TF1053  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 TF1053  DYNAMIC HT  -         557.462 (meters)    1828.94  (feet)  COMP
 TF1053  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TF1053
 TF1053  VERT ORDER  -  FIRST     CLASS II
 TF1053
 TF1053.The horizontal coordinates were scaled from a topographic map and have
 TF1053.an estimated accuracy of +/- 6 seconds.
 TF1053
 TF1053.The orthometric height was determined by differential leveling
 TF1053.and adjusted by the National Geodetic Survey in June 1991..
 TF1053
 TF1053.The geoid height was determined by GEOID03.
 TF1053
 TF1053.The dynamic height is computed by dividing the NAVD 88
 TF1053.geopotential number by the normal gravity value computed on the
 TF1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1053.degrees latitude (g = 980.6199 gals.).
 TF1053
 TF1053.The modeled gravity was interpolated from observed gravity values.
 TF1053
 TF1053;                    North         East    Units  Estimated Accuracy
 TF1053;SPC ND N     -   123,690.      540,680.      MT  (+/- 180 meters Scaled)
 TF1053
 TF1053                          SUPERSEDED SURVEY CONTROL
 TF1053
 TF1053  NGVD 29 (??/??/92)  557.006  (m)         1827.44   (f) ADJ UNCH    1 2
 TF1053
 TF1053.Superseded values are not recommended for survey control.
 TF1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1053.See file dsdata.txt to determine how the superseded data were derived.
 TF1053
 TF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290310(NAD 83)
 TF1053_MARKER: DB = BENCH MARK DISK
 TF1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1053_STAMPING: N 217 1962
 TF1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1053+STABILITY: SURFACE MOTION
 TF1053
 TF1053  HISTORY     - Date     Condition        Report By
 TF1053  HISTORY     - 1962     MONUMENTED       CGS
 TF1053
 TF1053                          STATION DESCRIPTION
 TF1053
 TF1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1053'8.4 MI S FROM MINOT.
 TF1053'8.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT, AT
 TF1053'A GRADED ROAD INTERSECTION, 280 FEET SOUTH OF THE CENTERLINE OF THE
 TF1053'INTERSECTION, 51 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET
 TF1053'NORTH OF THE CENTERLINE OF A DRIVE TO A FIELD, 3 FEET NORTH OF A
 TF1053'TELEPHONE POLE AND IN THE LINE OF POLES, 1.9 FEET SOUTH OF A WITNESS
 TF1053'POST, ABOUT 3 FEET BELOW THE HIGHWAY, A DISK IN THE TOP OF A CONCRETE
 TF1053'POST PROJECTING ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1054 ***********************************************************************
 TF1054  DESIGNATION -  N 217 RESET
 TF1054  PID         -  TF1054
 TF1054  STATE/COUNTY-  ND/WARD
 TF1054  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1054
 TF1054                         *CURRENT SURVEY CONTROL
 TF1054  ___________________________________________________________________
 TF1054* NAD 83(1986)-  48 06 34.     (N)    101 17 48.     (W)     SCALED    
 TF1054* NAVD 88     -       557.157  (meters)    1827.94   (feet)  ADJUSTED  
 TF1054  ___________________________________________________________________
 TF1054  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 TF1054  DYNAMIC HT  -         557.238 (meters)    1828.20  (feet)  COMP
 TF1054  MODELED GRAV-     980,738.7   (mgal)                       NAVD 88
 TF1054
 TF1054  VERT ORDER  -  FIRST     CLASS II
 TF1054
 TF1054.The horizontal coordinates were scaled from a topographic map and have
 TF1054.an estimated accuracy of +/- 6 seconds.
 TF1054
 TF1054.The orthometric height was determined by differential leveling
 TF1054.and adjusted by the National Geodetic Survey in June 1991..
 TF1054
 TF1054.The geoid height was determined by GEOID03.
 TF1054
 TF1054.The dynamic height is computed by dividing the NAVD 88
 TF1054.geopotential number by the normal gravity value computed on the
 TF1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1054.degrees latitude (g = 980.6199 gals.).
 TF1054
 TF1054.The modeled gravity was interpolated from observed gravity values.
 TF1054
 TF1054;                    North         East    Units  Estimated Accuracy
 TF1054;SPC ND N     -   123,660.      540,680.      MT  (+/- 180 meters Scaled)
 TF1054
 TF1054                          SUPERSEDED SURVEY CONTROL
 TF1054
 TF1054.No superseded survey control is available for this station.
 TF1054
 TF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290310(NAD 83)
 TF1054_MARKER: DB = BENCH MARK DISK
 TF1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1054_STAMPING: N 217 RESET 1964
 TF1054_MARK LOGO: CGS   
 TF1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1054+STABILITY: SURFACE MOTION
 TF1054
 TF1054  HISTORY     - Date     Condition        Report By
 TF1054  HISTORY     - 1964     MONUMENTED       CGS
 TF1054  HISTORY     - 1982     GOOD             NGS
 TF1054
 TF1054                          STATION DESCRIPTION
 TF1054
 TF1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1054'8.4 MI S FROM MINOT.
 TF1054'ABOUT 8.4 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1054'MINOT, WARD COUNTY, ABOUT 350 FEET SOUTH OF A SECTION LINE, ABOUT 157
 TF1054'FEET WEST OF THE CENTERLINE OF THE WEST LANE OF THE DUAL HIGHWAY,
 TF1054'ABOUT 2.5 FEET SOUTH OF A METAL WITNESS POST AND ABOUT 1.5 FEET SOUTH
 TF1054'OF A FENCE BETWEEN A PASTURE AND A CULTIVATED FIELD.  SET IN THE TOP
 TF1054'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
 TF1054
 TF1054                          STATION RECOVERY (1982)
 TF1054
 TF1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1054'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 TF1054'DELETE 1.5 FT SOUTH OF A FENCE AND ADD 0.1 KM (0.05 MI) NORTH OF
 TF1054'MILEPOST 192.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0229 ***********************************************************************
 SN0229  DESIGNATION -  N 218
 SN0229  PID         -  SN0229
 SN0229  STATE/COUNTY-  ND/WARD
 SN0229  USGS QUAD   -  RUSO (1981)
 SN0229
 SN0229                         *CURRENT SURVEY CONTROL
 SN0229  ___________________________________________________________________
 SN0229* NAD 83(1986)-  47 51 11.     (N)    100 59 29.     (W)     SCALED    
 SN0229* NAVD 88     -       638.856  (meters)    2095.98   (feet)  ADJUSTED  
 SN0229  ___________________________________________________________________
 SN0229  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 SN0229  DYNAMIC HT  -         638.919 (meters)    2096.19  (feet)  COMP
 SN0229  MODELED GRAV-     980,689.7   (mgal)                       NAVD 88
 SN0229
 SN0229  VERT ORDER  -  SECOND    CLASS 0
 SN0229
 SN0229.The horizontal coordinates were scaled from a topographic map and have
 SN0229.an estimated accuracy of +/- 6 seconds.
 SN0229
 SN0229.The orthometric height was determined by differential leveling
 SN0229.and adjusted by the National Geodetic Survey in June 1991..
 SN0229
 SN0229.The geoid height was determined by GEOID03.
 SN0229
 SN0229.The dynamic height is computed by dividing the NAVD 88
 SN0229.geopotential number by the normal gravity value computed on the
 SN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0229.degrees latitude (g = 980.6199 gals.).
 SN0229
 SN0229.The modeled gravity was interpolated from observed gravity values.
 SN0229
 SN0229;                    North         East    Units  Estimated Accuracy
 SN0229;SPC ND N     -    94,960.      563,230.      MT  (+/- 180 meters Scaled)
 SN0229
 SN0229                          SUPERSEDED SURVEY CONTROL
 SN0229
 SN0229  NGVD 29 (??/??/92)  638.458  (m)         2094.67   (f) ADJ UNCH    2 0
 SN0229
 SN0229.Superseded values are not recommended for survey control.
 SN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0229.See file dsdata.txt to determine how the superseded data were derived.
 SN0229
 SN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU510018(NAD 83)
 SN0229_MARKER: DB = BENCH MARK DISK
 SN0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0229_STAMPING: N 218 1962
 SN0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0229+STABILITY: SURFACE MOTION
 SN0229
 SN0229  HISTORY     - Date     Condition        Report By
 SN0229  HISTORY     - 1962     MONUMENTED       CGS
 SN0229
 SN0229                          STATION DESCRIPTION
 SN0229
 SN0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0229'2.9 MI W FROM RUSO.
 SN0229'ABOUT 2.9 MILE WEST ALONG THE MINNEAPOLIS AND ST PAUL AND SAUL STE
 SN0229'MARIE RAILROAD FROM THE STATION AT RUSO, ABOUT 0.3 MILE EAST OF
 SN0229'MILEPOLE 452, AT A DIRT ROAD CROSSING, 55.5 FEET NORTHEAST OF THE
 SN0229'CENTERLINE OF THE ROAD, 38.4 FEET NORTH OF THE NORTH RAIL, 39 FEET
 SN0229'EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET WEST OF THE MILEPOLE, 1.3
 SN0229'FEET EAST OF A WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SN0229'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SN0229'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0229'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0370 ***********************************************************************
 RR0370  DESIGNATION -  N 22
 RR0370  PID         -  RR0370
 RR0370  STATE/COUNTY-  ND/SIOUX
 RR0370  USGS QUAD   -  LOOKOUT BUTTE SE (1971)
 RR0370
 RR0370                         *CURRENT SURVEY CONTROL
 RR0370  ___________________________________________________________________
 RR0370* NAD 83(1986)-  46 05 29.     (N)    101 20 00.     (W)     SCALED    
 RR0370* NAVD 88     -       580.736  (meters)    1905.30   (feet)  ADJUSTED  
 RR0370  ___________________________________________________________________
 RR0370  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RR0370  DYNAMIC HT  -         580.701 (meters)    1905.18  (feet)  COMP
 RR0370  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 RR0370
 RR0370  VERT ORDER  -  FIRST     CLASS II
 RR0370
 RR0370.The horizontal coordinates were scaled from a topographic map and have
 RR0370.an estimated accuracy of +/- 6 seconds.
 RR0370
 RR0370.The orthometric height was determined by differential leveling
 RR0370.and adjusted by the National Geodetic Survey in June 1991..
 RR0370
 RR0370.The geoid height was determined by GEOID03.
 RR0370
 RR0370.The dynamic height is computed by dividing the NAVD 88
 RR0370.geopotential number by the normal gravity value computed on the
 RR0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0370.degrees latitude (g = 980.6199 gals.).
 RR0370
 RR0370.The modeled gravity was interpolated from observed gravity values.
 RR0370
 RR0370;                    North         East    Units  Estimated Accuracy
 RR0370;SPC ND S     -    47,550.      535,550.      MT  (+/- 180 meters Scaled)
 RR0370
 RR0370                          SUPERSEDED SURVEY CONTROL
 RR0370
 RR0370  NGVD 29 (??/??/92)  580.26   (m)         1903.7    (f) COMPUTED    1 2
 RR0370
 RR0370.Superseded values are not recommended for survey control.
 RR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0370.See file dsdata.txt to determine how the superseded data were derived.
 RR0370
 RR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS196068(NAD 83)
 RR0370_MARKER: DB = BENCH MARK DISK
 RR0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0370_SP_SET: ABUTMENT
 RR0370_STAMPING: N-22 1933 1903.733
 RR0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0370
 RR0370  HISTORY     - Date     Condition        Report By
 RR0370  HISTORY     - 1933     MONUMENTED       CGS
 RR0370  HISTORY     - 1956     GOOD             NGS
 RR0370
 RR0370                          STATION DESCRIPTION
 RR0370
 RR0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RR0370'12.3 MI N FROM MCINTOSH, SD.
 RR0370'12.3 MILES NORTH OF, ALONG STATE HIGHWAY NO.31, ON COUNTY LINE, SET IN
 RR0370'EAST END OF SOUTH CONCRETE ABUTMENT OF BRIDGE OVER CEDAR CREEK.
 RR0370
 RR0370                          STATION RECOVERY (1956)
 RR0370
 RR0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0371 ***********************************************************************
 RR0371  DESIGNATION -  N 22 RESET
 RR0371  PID         -  RR0371
 RR0371  STATE/COUNTY-  ND/SIOUX
 RR0371  USGS QUAD   -  LOOKOUT BUTTE SE (1971)
 RR0371
 RR0371                         *CURRENT SURVEY CONTROL
 RR0371  ___________________________________________________________________
 RR0371* NAD 83(1986)-  46 05 27.     (N)    101 19 59.     (W)     SCALED    
 RR0371* NAVD 88     -       579.414  (meters)    1900.96   (feet)  ADJUSTED  
 RR0371  ___________________________________________________________________
 RR0371  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RR0371  DYNAMIC HT  -         579.380 (meters)    1900.85  (feet)  COMP
 RR0371  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 RR0371
 RR0371  VERT ORDER  -  FIRST     CLASS II
 RR0371
 RR0371.The horizontal coordinates were scaled from a topographic map and have
 RR0371.an estimated accuracy of +/- 6 seconds.
 RR0371
 RR0371.The orthometric height was determined by differential leveling
 RR0371.and adjusted by the National Geodetic Survey in June 1991..
 RR0371
 RR0371.The geoid height was determined by GEOID03.
 RR0371
 RR0371.The dynamic height is computed by dividing the NAVD 88
 RR0371.geopotential number by the normal gravity value computed on the
 RR0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0371.degrees latitude (g = 980.6199 gals.).
 RR0371
 RR0371.The modeled gravity was interpolated from observed gravity values.
 RR0371
 RR0371;                    North         East    Units  Estimated Accuracy
 RR0371;SPC ND S     -    47,490.      535,570.      MT  (+/- 180 meters Scaled)
 RR0371
 RR0371                          SUPERSEDED SURVEY CONTROL
 RR0371
 RR0371  NGVD 29 (??/??/??)  578.95   (m)         1899.4    (f) RESET       3  
 RR0371
 RR0371.Superseded values are not recommended for survey control.
 RR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0371.See file dsdata.txt to determine how the superseded data were derived.
 RR0371
 RR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS196067(NAD 83)
 RR0371_MARKER: DB = BENCH MARK DISK
 RR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0371_SP_SET: CONCRETE POST
 RR0371_STAMPING: N 22 RESET 1963
 RR0371_MARK LOGO: CGS   
 RR0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0371+STABILITY: SURFACE MOTION
 RR0371
 RR0371  HISTORY     - Date     Condition        Report By
 RR0371  HISTORY     - 1963     MONUMENTED       CGS
 RR0371  HISTORY     - 1985     GOOD             NGS
 RR0371
 RR0371                          STATION DESCRIPTION
 RR0371
 RR0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 RR0371'13.0 MI NE FROM MCINTOSH, SD.
 RR0371'IN SIOUX COUNTY, NORTH DAKOTA, ABOUT 12.0 MILES NORTH ALONG STATE
 RR0371'HIGHWAYS 65 AND 31 FROM THE JUNCTION OF U.S. HIGHWAY 12 AND STATE
 RR0371'HIGHWAY 65 ABOUT 1.0 MILE NORTHEAST OF MCINTOSH, CORSON COUNTY, SOUTH
 RR0371'DAKOTA, JUST SOUTH OF THE GRANT-SIOUX COUNTY LINE, SOUTHEAST OF A
 RR0371'BRIDGE OVER CEDAR CREEK, 77 FEET EAST OF THE CENTERLINE OF THE
 RR0371'HIGHWAY, ABOUT 50 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE,
 RR0371'2 FEET NORTH OF A METAL WITNESS POST ABOUT IN LINE WITH THE SOUTH FACE
 RR0371'OF THE HOUSE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RR0371'INCHES.
 RR0371
 RR0371                          STATION RECOVERY (1985)
 RR0371
 RR0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0371'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 RR0371'ADD--13.7 METERS (45 FT) EAST OF A METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0341 ***********************************************************************
 SN0341  DESIGNATION -  N 220
 SN0341  PID         -  SN0341
 SN0341  STATE/COUNTY-  ND/MCHENRY
 SN0341  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0341
 SN0341                         *CURRENT SURVEY CONTROL
 SN0341  ___________________________________________________________________
 SN0341* NAD 83(1986)-  47 53 30.     (N)    100 55 45.     (W)     SCALED    
 SN0341* NAVD 88     -       622.865  (meters)    2043.52   (feet)  ADJUSTED  
 SN0341  ___________________________________________________________________
 SN0341  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 SN0341  DYNAMIC HT  -         622.932 (meters)    2043.74  (feet)  COMP
 SN0341  MODELED GRAV-     980,698.7   (mgal)                       NAVD 88
 SN0341
 SN0341  VERT ORDER  -  SECOND    CLASS 0
 SN0341
 SN0341.The horizontal coordinates were scaled from a topographic map and have
 SN0341.an estimated accuracy of +/- 6 seconds.
 SN0341
 SN0341.The orthometric height was determined by differential leveling
 SN0341.and adjusted by the National Geodetic Survey in June 1991..
 SN0341
 SN0341.The geoid height was determined by GEOID03.
 SN0341
 SN0341.The dynamic height is computed by dividing the NAVD 88
 SN0341.geopotential number by the normal gravity value computed on the
 SN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0341.degrees latitude (g = 980.6199 gals.).
 SN0341
 SN0341.The modeled gravity was interpolated from observed gravity values.
 SN0341
 SN0341;                    North         East    Units  Estimated Accuracy
 SN0341;SPC ND N     -    99,230.      567,910.      MT  (+/- 180 meters Scaled)
 SN0341
 SN0341                          SUPERSEDED SURVEY CONTROL
 SN0341
 SN0341  NGVD 29 (??/??/92)  622.467  (m)         2042.21   (f) ADJ UNCH    2 0
 SN0341
 SN0341.Superseded values are not recommended for survey control.
 SN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0341.See file dsdata.txt to determine how the superseded data were derived.
 SN0341
 SN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU557060(NAD 83)
 SN0341_MARKER: DB = BENCH MARK DISK
 SN0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0341_STAMPING: N 220 1962
 SN0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0341+STABILITY: SURFACE MOTION
 SN0341
 SN0341  HISTORY     - Date     Condition        Report By
 SN0341  HISTORY     - 1962     MONUMENTED       CGS
 SN0341
 SN0341                          STATION DESCRIPTION
 SN0341
 SN0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0341'3.8 MI N FROM RUSO.
 SN0341'3.8 MILES NORTH ALONG STATE HIGHWAY NO. 41 FROM THE CROSSING OF THE
 SN0341'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD AT RUSO, AT THE
 SN0341'JUNCTION OF A GRADED ROAD WEST AND A FARM DIRVE EAST, 106 FEET
 SN0341'NORTHEAST OF THE CENTERLINE OF THE JUNCTION, 103 FEET EAST OF THE
 SN0341'CENTERLINE OF THE HIGHWAY, 14.5 FEET NORTH OF THE CENTERLINE OF THE
 SN0341'FARM ROAD, 4 FEET SOUTH OF A POWER POLE AND IN LINE WITH THE POLES,
 SN0341'1.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 SN0341'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0925 ***********************************************************************
 TF0925  DESIGNATION -  N 221
 TF0925  PID         -  TF0925
 TF0925  STATE/COUNTY-  ND/WARD
 TF0925  USGS QUAD   -  MINOT (1979)
 TF0925
 TF0925                         *CURRENT SURVEY CONTROL
 TF0925  ___________________________________________________________________
 TF0925* NAD 83(1986)-  48 14 16.     (N)    101 17 19.     (W)     SCALED    
 TF0925* NAVD 88     -       474.591  (meters)    1557.05   (feet)  ADJUSTED  
 TF0925  ___________________________________________________________________
 TF0925  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 TF0925  DYNAMIC HT  -         474.669 (meters)    1557.31  (feet)  COMP
 TF0925  MODELED GRAV-     980,760.9   (mgal)                       NAVD 88
 TF0925
 TF0925  VERT ORDER  -  FIRST     CLASS II
 TF0925
 TF0925.The horizontal coordinates were scaled from a topographic map and have
 TF0925.an estimated accuracy of +/- 6 seconds.
 TF0925
 TF0925.The orthometric height was determined by differential leveling
 TF0925.and adjusted by the National Geodetic Survey in June 1991..
 TF0925.WARNING-Repeat measurements at this control monument indicate possible
 TF0925.vertical movement.
 TF0925
 TF0925.The geoid height was determined by GEOID03.
 TF0925
 TF0925.The dynamic height is computed by dividing the NAVD 88
 TF0925.geopotential number by the normal gravity value computed on the
 TF0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0925.degrees latitude (g = 980.6199 gals.).
 TF0925
 TF0925.The modeled gravity was interpolated from observed gravity values.
 TF0925
 TF0925;                    North         East    Units  Estimated Accuracy
 TF0925;SPC ND N     -   137,920.      541,430.      MT  (+/- 180 meters Scaled)
 TF0925
 TF0925                          SUPERSEDED SURVEY CONTROL
 TF0925
 TF0925  NGVD 29 (??/??/92)  474.252  (m)         1555.94   (f) ADJ UNCH    1 2
 TF0925
 TF0925.Superseded values are not recommended for survey control.
 TF0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0925.See file dsdata.txt to determine how the superseded data were derived.
 TF0925
 TF0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU300452(NAD 83)
 TF0925_MARKER: DB = BENCH MARK DISK
 TF0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0925_SP_SET: PIER
 TF0925_STAMPING: N 221 1962
 TF0925_MARK LOGO: CGS   
 TF0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0925
 TF0925  HISTORY     - Date     Condition        Report By
 TF0925  HISTORY     - 1962     MONUMENTED       CGS
 TF0925  HISTORY     - 1981     GOOD             NGS
 TF0925  HISTORY     - 1982     GOOD             NGS
 TF0925
 TF0925                          STATION DESCRIPTION
 TF0925
 TF0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0925'0.5 MI E FROM MINOT.
 TF0925'0.5 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0925'MINOT, SET VERTICALLY IN THE SOUTH FACE OF THE WEST LEG OF THE CENTER
 TF0925'PIER OF THE OVERPASS OF THIRD STREET NORTHEAST, 10 FEET NORTH OF THE
 TF0925'NORTH RAIL OF THE MAIN TRACK, 2 1/2 FEET ABOVE THE GROUND, AND ABOUT 1
 TF0925'1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 TF0925
 TF0925                          STATION RECOVERY (1981)
 TF0925
 TF0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0925'RECOVERED IN GOOD CONDITION.
 TF0925
 TF0925                          STATION RECOVERY (1982)
 TF0925
 TF0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1143 ***********************************************************************
 TF1143  DESIGNATION -  N 222
 TF1143  PID         -  TF1143
 TF1143  STATE/COUNTY-  ND/WARD
 TF1143  USGS QUAD   -  BERTHOLD (1980)
 TF1143
 TF1143                         *CURRENT SURVEY CONTROL
 TF1143  ___________________________________________________________________
 TF1143* NAD 83(1986)-  48 18 47.     (N)    101 44 08.     (W)     SCALED    
 TF1143* NAVD 88     -       636.840  (meters)    2089.37   (feet)  ADJUSTED  
 TF1143  ___________________________________________________________________
 TF1143  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 TF1143  DYNAMIC HT  -         636.946 (meters)    2089.71  (feet)  COMP
 TF1143  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 TF1143
 TF1143  VERT ORDER  -  FIRST     CLASS II
 TF1143
 TF1143.The horizontal coordinates were scaled from a topographic map and have
 TF1143.an estimated accuracy of +/- 6 seconds.
 TF1143
 TF1143.The orthometric height was determined by differential leveling
 TF1143.and adjusted by the National Geodetic Survey in June 1991..
 TF1143
 TF1143.The geoid height was determined by GEOID03.
 TF1143
 TF1143.The dynamic height is computed by dividing the NAVD 88
 TF1143.geopotential number by the normal gravity value computed on the
 TF1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1143.degrees latitude (g = 980.6199 gals.).
 TF1143
 TF1143.The modeled gravity was interpolated from observed gravity values.
 TF1143
 TF1143;                    North         East    Units  Estimated Accuracy
 TF1143;SPC ND N     -   146,720.      508,370.      MT  (+/- 180 meters Scaled)
 TF1143
 TF1143                          SUPERSEDED SURVEY CONTROL
 TF1143
 TF1143  NGVD 29 (??/??/92)  636.417  (m)         2087.98   (f) ADJ UNCH    1 2
 TF1143
 TF1143.Superseded values are not recommended for survey control.
 TF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1143.See file dsdata.txt to determine how the superseded data were derived.
 TF1143
 TF1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU971547(NAD 83)
 TF1143_MARKER: DB = BENCH MARK DISK
 TF1143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF1143_SP_SET: FOUNDATION
 TF1143_STAMPING: N 222 1962
 TF1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1143
 TF1143  HISTORY     - Date     Condition        Report By
 TF1143  HISTORY     - 1962     MONUMENTED       CGS
 TF1143  HISTORY     - 1963     GOOD             NGS
 TF1143  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1143
 TF1143                          STATION DESCRIPTION
 TF1143
 TF1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1143'IN BERTHOLD.
 TF1143'AT BERTHOLD, 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF1143'STATION, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF
 TF1143'THE CONCRETE FOUNDATION OF THE FARMERS UNION GRAIN ELEVATOR, 49 FEET
 TF1143'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 1.0 FOOT SOUTH OF THE
 TF1143'NORTHWEST CORNER OF THE CONCRETE FOUNDATION, 2 FEET ABOVE THE GROUND,
 TF1143'AND ABOUT LEVEL WITH THE TRACK.
 TF1143
 TF1143                          STATION RECOVERY (1963)
 TF1143
 TF1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TF1143'RECOVERED IN GOOD CONDITION.
 TF1143
 TF1143                          STATION RECOVERY (1981)
 TF1143
 TF1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1143'UNABLE TO RECOVER ON THIS DATE.  THE BUILDING HAS BEEN ADDED ONTO
 TF1143'AND FOR ALL PRACTICAL PURPOSES THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0338 ***********************************************************************
 TF0338  DESIGNATION -  N 223
 TF0338  PID         -  TF0338
 TF0338  STATE/COUNTY-  ND/MCHENRY
 TF0338  USGS QUAD   -  BERGEN (1957)
 TF0338
 TF0338                         *CURRENT SURVEY CONTROL
 TF0338  ___________________________________________________________________
 TF0338* NAD 83(1986)-  48 05 48.     (N)    100 38 35.     (W)     SCALED    
 TF0338* NAVD 88     -       471.961  (meters)    1548.43   (feet)  ADJUSTED  
 TF0338  ___________________________________________________________________
 TF0338  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0338  DYNAMIC HT  -         472.034 (meters)    1548.66  (feet)  COMP
 TF0338  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 TF0338
 TF0338  VERT ORDER  -  SECOND    CLASS 0
 TF0338
 TF0338.The horizontal coordinates were scaled from a topographic map and have
 TF0338.an estimated accuracy of +/- 6 seconds.
 TF0338
 TF0338.The orthometric height was determined by differential leveling
 TF0338.and adjusted by the National Geodetic Survey in June 1991..
 TF0338
 TF0338.The geoid height was determined by GEOID03.
 TF0338
 TF0338.The dynamic height is computed by dividing the NAVD 88
 TF0338.geopotential number by the normal gravity value computed on the
 TF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0338.degrees latitude (g = 980.6199 gals.).
 TF0338
 TF0338.The modeled gravity was interpolated from observed gravity values.
 TF0338
 TF0338;                    North         East    Units  Estimated Accuracy
 TF0338;SPC ND N     -   121,940.      589,350.      MT  (+/- 180 meters Scaled)
 TF0338
 TF0338                          SUPERSEDED SURVEY CONTROL
 TF0338
 TF0338  NGVD 29 (??/??/92)  471.582  (m)         1547.18   (f) ADJ UNCH    2 0
 TF0338
 TF0338.Superseded values are not recommended for survey control.
 TF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0338.See file dsdata.txt to determine how the superseded data were derived.
 TF0338
 TF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU776283(NAD 83)
 TF0338_MARKER: DB = BENCH MARK DISK
 TF0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0338_STAMPING: N 223 1962
 TF0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0338+STABILITY: SURFACE MOTION
 TF0338
 TF0338  HISTORY     - Date     Condition        Report By
 TF0338  HISTORY     - 1962     MONUMENTED       CGS
 TF0338
 TF0338                          STATION DESCRIPTION
 TF0338
 TF0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0338'1.0 MI NW FROM KARLSRUHE.
 TF0338'ABOUT 1.0 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0338'STATION AT KARLSRUHE, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 201, ABOUT
 TF0338'0.3 MILE NORTHWEST OF A GRAVELED ROAD CROSSING, NEAR A POINT WHERE A
 TF0338'TRACK ROAD PARALLELING THE TRACK TURNS NORTH TO A FIELD, 113 FEET EAST
 TF0338'AND ACROSS THE TRACK ROAD FROM A WHISTLE POST, 46 FEET NORTHEAST OF
 TF0338'THE NORTHEAST RAIL OF THE MAIN TRACK, 9 FEET EAST-NORTHEAST OF A
 TF0338'TELEGRAPH POLE, 2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH
 TF0338'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0448 ***********************************************************************
 SN0448  DESIGNATION -  N 224
 SN0448  PID         -  SN0448
 SN0448  STATE/COUNTY-  ND/MCHENRY
 SN0448  USGS QUAD   -  BALFOUR NW (1958)
 SN0448
 SN0448                         *CURRENT SURVEY CONTROL
 SN0448  ___________________________________________________________________
 SN0448* NAD 83(1986)-  47 59 30.     (N)    100 40 16.     (W)     SCALED    
 SN0448* NAVD 88     -       478.209  (meters)    1568.92   (feet)  ADJUSTED  
 SN0448  ___________________________________________________________________
 SN0448  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN0448  DYNAMIC HT  -         478.276 (meters)    1569.14  (feet)  COMP
 SN0448  MODELED GRAV-     980,737.4   (mgal)                       NAVD 88
 SN0448
 SN0448  VERT ORDER  -  SECOND    CLASS 0
 SN0448
 SN0448.The horizontal coordinates were scaled from a topographic map and have
 SN0448.an estimated accuracy of +/- 6 seconds.
 SN0448
 SN0448.The orthometric height was determined by differential leveling
 SN0448.and adjusted by the National Geodetic Survey in June 1991..
 SN0448
 SN0448.The geoid height was determined by GEOID03.
 SN0448
 SN0448.The dynamic height is computed by dividing the NAVD 88
 SN0448.geopotential number by the normal gravity value computed on the
 SN0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0448.degrees latitude (g = 980.6199 gals.).
 SN0448
 SN0448.The modeled gravity was interpolated from observed gravity values.
 SN0448
 SN0448;                    North         East    Units  Estimated Accuracy
 SN0448;SPC ND N     -   110,270.      587,230.      MT  (+/- 180 meters Scaled)
 SN0448
 SN0448                          SUPERSEDED SURVEY CONTROL
 SN0448
 SN0448  NGVD 29 (??/??/92)  477.828  (m)         1567.67   (f) ADJ UNCH    2 0
 SN0448
 SN0448.Superseded values are not recommended for survey control.
 SN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0448.See file dsdata.txt to determine how the superseded data were derived.
 SN0448
 SN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU753167(NAD 83)
 SN0448_MARKER: DB = BENCH MARK DISK
 SN0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0448_STAMPING: N 224 1962
 SN0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0448+STABILITY: SURFACE MOTION
 SN0448
 SN0448  HISTORY     - Date     Condition        Report By
 SN0448  HISTORY     - 1962     MONUMENTED       CGS
 SN0448
 SN0448                          STATION DESCRIPTION
 SN0448
 SN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0448'2.5 MI SE FROM BERGEN.
 SN0448'ABOUT 2.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0448'STATION AT BERGEN, AT A ROAD INTERSECTION, GRAVELED ROAD NORTH AND A
 SN0448'DIRT ROAD SOUTH, 140 FEET SOUTHEAST OF THE CENTERLINE OF THE
 SN0448'INTERSECTION, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 50 FEET
 SN0448'EAST OF THE CENTERLINE OF THE DIRT ROAD, 3.5 FEET WEST OF THE SOUTH
 SN0448'LEG OF A STEEL POWER POLE, 1.5 FEET EAST OF A WITNESS POST, 3 FEET
 SN0448'BELOW THE LEVEL OF THE HIGHWAY, A DISK IN THE TOP OF THE CONCRETE POST
 SN0448'PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0359 ***********************************************************************
 SN0359  DESIGNATION -  N 225
 SN0359  PID         -  SN0359
 SN0359  STATE/COUNTY-  ND/MCHENRY
 SN0359  USGS QUAD   -  KONGSBERG NE (1958)
 SN0359
 SN0359                         *CURRENT SURVEY CONTROL
 SN0359  ___________________________________________________________________
 SN0359* NAD 83(1986)-  47 55 16.     (N)    100 49 21.     (W)     SCALED    
 SN0359* NAVD 88     -       507.446  (meters)    1664.85   (feet)  ADJUSTED  
 SN0359  ___________________________________________________________________
 SN0359  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 SN0359  DYNAMIC HT  -         507.507 (meters)    1665.05  (feet)  COMP
 SN0359  MODELED GRAV-     980,717.2   (mgal)                       NAVD 88
 SN0359
 SN0359  VERT ORDER  -  SECOND    CLASS 0
 SN0359
 SN0359.The horizontal coordinates were scaled from a topographic map and have
 SN0359.an estimated accuracy of +/- 6 seconds.
 SN0359
 SN0359.The orthometric height was determined by differential leveling
 SN0359.and adjusted by the National Geodetic Survey in June 1991..
 SN0359
 SN0359.The geoid height was determined by GEOID03.
 SN0359
 SN0359.The dynamic height is computed by dividing the NAVD 88
 SN0359.geopotential number by the normal gravity value computed on the
 SN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0359.degrees latitude (g = 980.6199 gals.).
 SN0359
 SN0359.The modeled gravity was interpolated from observed gravity values.
 SN0359
 SN0359;                    North         East    Units  Estimated Accuracy
 SN0359;SPC ND N     -   102,460.      575,900.      MT  (+/- 180 meters Scaled)
 SN0359
 SN0359                          SUPERSEDED SURVEY CONTROL
 SN0359
 SN0359  NGVD 29 (??/??/92)  507.056  (m)         1663.57   (f) ADJ UNCH    2 0
 SN0359
 SN0359.Superseded values are not recommended for survey control.
 SN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0359.See file dsdata.txt to determine how the superseded data were derived.
 SN0359
 SN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU638091(NAD 83)
 SN0359_MARKER: DB = BENCH MARK DISK
 SN0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0359_SP_SET: BRIDGE
 SN0359_STAMPING: N 225 1962
 SN0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0359
 SN0359  HISTORY     - Date     Condition        Report By
 SN0359  HISTORY     - 1962     MONUMENTED       CGS
 SN0359
 SN0359                          STATION DESCRIPTION
 SN0359
 SN0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0359'10.9 MI SW FROM BERGEN.
 SN0359'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0359'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 3 MILE
 SN0359'WEST ALONG A GRAVELED ROAD, AT A T ROAD JUNCTION, SET IN THE TOP OF
 SN0359'THE WINGWALL, AT THE SOUTHWEST CORNER OF A 12 FOOT CONCRETE BRIDGE
 SN0359'OVER A STREAM, 101 FEET NORTH OF THE CENTERLINE OF THE JUNCTION, 12.5
 SN0359'FEET WEST OF THE CENTERLINE OF THE ROAD NORTH, ABOUT LEVEL WITH THE
 SN0359'ROAD, A DISK DRILLED IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0405 ***********************************************************************
 TF0405  DESIGNATION -  N 226
 TF0405  PID         -  TF0405
 TF0405  STATE/COUNTY-  ND/MCHENRY
 TF0405  USGS QUAD   -  BERGEN (1957)
 TF0405
 TF0405                         *CURRENT SURVEY CONTROL
 TF0405  ___________________________________________________________________
 TF0405* NAD 83(1986)-  48 06 33.     (N)    100 44 04.     (W)     SCALED    
 TF0405* NAVD 88     -       480.471  (meters)    1576.35   (feet)  ADJUSTED  
 TF0405  ___________________________________________________________________
 TF0405  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0405  DYNAMIC HT  -         480.543 (meters)    1576.58  (feet)  COMP
 TF0405  MODELED GRAV-     980,748.3   (mgal)                       NAVD 88
 TF0405
 TF0405  VERT ORDER  -  SECOND    CLASS 0
 TF0405
 TF0405.The horizontal coordinates were scaled from a topographic map and have
 TF0405.an estimated accuracy of +/- 6 seconds.
 TF0405
 TF0405.The orthometric height was determined by differential leveling
 TF0405.and adjusted by the National Geodetic Survey in June 1991..
 TF0405
 TF0405.The geoid height was determined by GEOID03.
 TF0405
 TF0405.The dynamic height is computed by dividing the NAVD 88
 TF0405.geopotential number by the normal gravity value computed on the
 TF0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0405.degrees latitude (g = 980.6199 gals.).
 TF0405
 TF0405.The modeled gravity was interpolated from observed gravity values.
 TF0405
 TF0405;                    North         East    Units  Estimated Accuracy
 TF0405;SPC ND N     -   123,350.      582,540.      MT  (+/- 180 meters Scaled)
 TF0405
 TF0405                          SUPERSEDED SURVEY CONTROL
 TF0405
 TF0405  NGVD 29 (??/??/92)  480.097  (m)         1575.12   (f) ADJ UNCH    2 0
 TF0405
 TF0405.Superseded values are not recommended for survey control.
 TF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0405.See file dsdata.txt to determine how the superseded data were derived.
 TF0405
 TF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU708298(NAD 83)
 TF0405_MARKER: DB = BENCH MARK DISK
 TF0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0405_STAMPING: N 226 1962
 TF0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0405+STABILITY: SURFACE MOTION
 TF0405
 TF0405  HISTORY     - Date     Condition        Report By
 TF0405  HISTORY     - 1962     MONUMENTED       CGS
 TF0405
 TF0405                          STATION DESCRIPTION
 TF0405
 TF0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0405'0.8 MI S FROM VERENDRYE.
 TF0405'ABOUT 0.8 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0405'RAILROAD STATION AT VERENDRYE, 63.0 FEET SOUTHWEST OF THE CENTER OF A
 TF0405'GRAVELED ROAD INTERSECTION, 49.0 FEET SOUTH OF THE CENTERLINE OF THE
 TF0405'ROAD LEADING WEST, 39.0 FEET WEST OF THE CENTERLINE OF THE ROAD
 TF0405'LEADING SOUTH, 3.0 FEET SOUTH OF A POWER POLE, IN LINE WITH A ROW OF
 TF0405'POLES, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF0405'ROAD LEADING SOUTH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TF0405'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0125 ***********************************************************************
 SO0125  DESIGNATION -  N 227
 SO0125  PID         -  SO0125
 SO0125  STATE/COUNTY-  ND/MCLEAN
 SO0125  USGS QUAD   -  PARSHALL SW (1967)
 SO0125
 SO0125                         *CURRENT SURVEY CONTROL
 SO0125  ___________________________________________________________________
 SO0125* NAD 83(1986)-  47 50 00.     (N)    102 07 43.     (W)     SCALED    
 SO0125* NAVD 88     -       672.894  (meters)    2207.65   (feet)  ADJUSTED  
 SO0125  ___________________________________________________________________
 SO0125  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 SO0125  DYNAMIC HT  -         672.980 (meters)    2207.94  (feet)  COMP
 SO0125  MODELED GRAV-     980,715.5   (mgal)                       NAVD 88
 SO0125
 SO0125  VERT ORDER  -  SECOND    CLASS 0
 SO0125
 SO0125.The horizontal coordinates were scaled from a topographic map and have
 SO0125.an estimated accuracy of +/- 6 seconds.
 SO0125
 SO0125.The orthometric height was determined by differential leveling
 SO0125.and adjusted by the National Geodetic Survey in June 1991..
 SO0125
 SO0125.The geoid height was determined by GEOID03.
 SO0125
 SO0125.The dynamic height is computed by dividing the NAVD 88
 SO0125.geopotential number by the normal gravity value computed on the
 SO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0125.degrees latitude (g = 980.6199 gals.).
 SO0125
 SO0125.The modeled gravity was interpolated from observed gravity values.
 SO0125
 SO0125;                    North         East    Units  Estimated Accuracy
 SO0125;SPC ND N     -    93,940.      478,090.      MT  (+/- 180 meters Scaled)
 SO0125
 SO0125                          SUPERSEDED SURVEY CONTROL
 SO0125
 SO0125  NGVD 29 (??/??/92)  672.462  (m)         2206.24   (f) ADJ UNCH    2 0
 SO0125
 SO0125.Superseded values are not recommended for survey control.
 SO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0125.See file dsdata.txt to determine how the superseded data were derived.
 SO0125
 SO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP148017(NAD 83)
 SO0125_MARKER: DB = BENCH MARK DISK
 SO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0125_STAMPING: N 227 1962
 SO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0125+STABILITY: SURFACE MOTION
 SO0125
 SO0125  HISTORY     - Date     Condition        Report By
 SO0125  HISTORY     - 1962     MONUMENTED       CGS
 SO0125  HISTORY     - 1963     GOOD             NGS
 SO0125
 SO0125                          STATION DESCRIPTION
 SO0125
 SO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0125'8.4 MI S FROM PARSHALL.
 SO0125'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SO0125'PARSHALL, THENCE 8.2 MILES SOUTH ALONG STATE HIGHWAY 37, 105 FEET
 SO0125'NORTHEAST OF A ROAD INTERSECTION, 83 FEET EAST OF THE CENTERLINE OF
 SO0125'THE HIGHWAY, 65 FEET NORTH OF THE CENTERLINE OF THE ROAD INTERSECTING
 SO0125'THE HIGHWAY, 4.0 FEET NORTH OF A POWER POLE BRACED BY TWO GUY WIRES,
 SO0125'3.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 SO0125'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 SO0125
 SO0125                          STATION RECOVERY (1963)
 SO0125
 SO0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SO0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0236 ***********************************************************************
 SN0236  DESIGNATION -  N 228
 SN0236  PID         -  SN0236
 SN0236  STATE/COUNTY-  ND/MCLEAN
 SN0236  USGS QUAD   -  RUSO (1981)
 SN0236
 SN0236                         *CURRENT SURVEY CONTROL
 SN0236  ___________________________________________________________________
 SN0236* NAD 83(1986)-  47 48 17.     (N)    100 53 10.     (W)     SCALED    
 SN0236* NAVD 88     -       618.553  (meters)    2029.37   (feet)  ADJUSTED  
 SN0236  ___________________________________________________________________
 SN0236  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SN0236  DYNAMIC HT  -         618.612 (meters)    2029.56  (feet)  COMP
 SN0236  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 SN0236
 SN0236  VERT ORDER  -  SECOND    CLASS 0
 SN0236
 SN0236.The horizontal coordinates were scaled from a topographic map and have
 SN0236.an estimated accuracy of +/- 6 seconds.
 SN0236
 SN0236.The orthometric height was determined by differential leveling
 SN0236.and adjusted by the National Geodetic Survey in June 1991..
 SN0236
 SN0236.The geoid height was determined by GEOID03.
 SN0236
 SN0236.The dynamic height is computed by dividing the NAVD 88
 SN0236.geopotential number by the normal gravity value computed on the
 SN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0236.degrees latitude (g = 980.6199 gals.).
 SN0236
 SN0236.The modeled gravity was interpolated from observed gravity values.
 SN0236
 SN0236;                    North         East    Units  Estimated Accuracy
 SN0236;SPC ND N     -    89,540.      571,080.      MT  (+/- 180 meters Scaled)
 SN0236
 SN0236                          SUPERSEDED SURVEY CONTROL
 SN0236
 SN0236  NGVD 29 (??/??/92)  618.148  (m)         2028.04   (f) ADJ UNCH    2 0
 SN0236
 SN0236.Superseded values are not recommended for survey control.
 SN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0236.See file dsdata.txt to determine how the superseded data were derived.
 SN0236
 SN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT587963(NAD 83)
 SN0236_MARKER: DB = BENCH MARK DISK
 SN0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0236_STAMPING: N 228 1962
 SN0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0236+STABILITY: SURFACE MOTION
 SN0236
 SN0236  HISTORY     - Date     Condition        Report By
 SN0236  HISTORY     - 1962     MONUMENTED       CGS
 SN0236
 SN0236                          STATION DESCRIPTION
 SN0236
 SN0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0236'4.85 MI SE FROM RUSO.
 SN0236'ABOUT 2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0236'RUSO, THENCE 2.45 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 53.0 FEET
 SN0236'NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 48.0 FEET WEST
 SN0236'OF THE CENTERLINE OF THE GRAVELED ROAD, 21.0 FEET NORTH OF THE
 SN0236'CENTERLINE OF THE TRACK ROAD, 2.0 FEET EAST OF A TELEPHONE POLE, 1.8
 SN0236'FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SN0236'GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 SN0236'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0183 ***********************************************************************
 SN0183  DESIGNATION -  N 229
 SN0183  PID         -  SN0183
 SN0183  STATE/COUNTY-  ND/MCLEAN
 SN0183  USGS QUAD   -  TURTLE LAKE (1980)
 SN0183
 SN0183                         *CURRENT SURVEY CONTROL
 SN0183  ___________________________________________________________________
 SN0183* NAD 83(1986)-  47 31 29.     (N)    100 54 29.     (W)     SCALED    
 SN0183* NAVD 88     -       579.665  (meters)    1901.78   (feet)  ADJUSTED  
 SN0183  ___________________________________________________________________
 SN0183  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SN0183  DYNAMIC HT  -         579.722 (meters)    1901.97  (feet)  COMP
 SN0183  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 SN0183
 SN0183  VERT ORDER  -  SECOND    CLASS 0
 SN0183
 SN0183.The horizontal coordinates were scaled from a topographic map and have
 SN0183.an estimated accuracy of +/- 6 seconds.
 SN0183
 SN0183.The orthometric height was determined by differential leveling
 SN0183.and adjusted by the National Geodetic Survey in June 1991..
 SN0183
 SN0183.The geoid height was determined by GEOID03.
 SN0183
 SN0183.The dynamic height is computed by dividing the NAVD 88
 SN0183.geopotential number by the normal gravity value computed on the
 SN0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0183.degrees latitude (g = 980.6199 gals.).
 SN0183
 SN0183.The modeled gravity was interpolated from observed gravity values.
 SN0183
 SN0183;                    North         East    Units  Estimated Accuracy
 SN0183;SPC ND N     -    58,420.      569,270.      MT  (+/- 180 meters Scaled)
 SN0183
 SN0183                          SUPERSEDED SURVEY CONTROL
 SN0183
 SN0183  NGVD 29 (??/??/92)  579.253  (m)         1900.43   (f) ADJ UNCH    2 0
 SN0183
 SN0183.Superseded values are not recommended for survey control.
 SN0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0183.See file dsdata.txt to determine how the superseded data were derived.
 SN0183
 SN0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT563652(NAD 83)
 SN0183_MARKER: DB = BENCH MARK DISK
 SN0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0183_STAMPING: N 229 1962
 SN0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0183+STABILITY: SURFACE MOTION
 SN0183
 SN0183  HISTORY     - Date     Condition        Report By
 SN0183  HISTORY     - 1962     MONUMENTED       CGS
 SN0183
 SN0183                          STATION DESCRIPTION
 SN0183
 SN0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0183'0.9 MI W FROM TURTLE LAKE.
 SN0183'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0183'TURTLE LAKE, 107 FEET WEST-SOUTHWEST OF THE CENTER OF THE T-JUNCTION
 SN0183'OF STATE HIGHWAY 41, 99.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SN0183'35.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF THE ROAD LEADING EAST,
 SN0183'2.8 FEET EAST OF A TELEPHONE POLE BRACED BY 6 GUY WIRES, 1.6 FEET
 SN0183'NORTH OF A WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 SN0183'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0664 ***********************************************************************
 SN0664  DESIGNATION -  N 230
 SN0664  PID         -  SN0664
 SN0664  STATE/COUNTY-  ND/MCLEAN
 SN0664  USGS QUAD   -  GARRISON NE (1981)
 SN0664
 SN0664                         *CURRENT SURVEY CONTROL
 SN0664  ___________________________________________________________________
 SN0664* NAD 83(1986)-  47 40 29.     (N)    101 17 25.     (W)     SCALED    
 SN0664* NAVD 88     -       580.364  (meters)    1904.08   (feet)  ADJUSTED  
 SN0664  ___________________________________________________________________
 SN0664  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 SN0664  DYNAMIC HT  -         580.415 (meters)    1904.24  (feet)  COMP
 SN0664  MODELED GRAV-     980,682.0   (mgal)                       NAVD 88
 SN0664
 SN0664  VERT ORDER  -  FIRST     CLASS II
 SN0664
 SN0664.The horizontal coordinates were scaled from a topographic map and have
 SN0664.an estimated accuracy of +/- 6 seconds.
 SN0664
 SN0664.The orthometric height was determined by differential leveling
 SN0664.and adjusted by the National Geodetic Survey in June 1991..
 SN0664.WARNING-Repeat measurements at this control monument indicate possible
 SN0664.vertical movement.
 SN0664
 SN0664.The geoid height was determined by GEOID03.
 SN0664
 SN0664.The dynamic height is computed by dividing the NAVD 88
 SN0664.geopotential number by the normal gravity value computed on the
 SN0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0664.degrees latitude (g = 980.6199 gals.).
 SN0664
 SN0664.The modeled gravity was interpolated from observed gravity values.
 SN0664
 SN0664;                    North         East    Units  Estimated Accuracy
 SN0664;SPC ND N     -    75,320.      540,660.      MT  (+/- 180 meters Scaled)
 SN0664
 SN0664                          SUPERSEDED SURVEY CONTROL
 SN0664
 SN0664.No superseded survey control is available for this station.
 SN0664
 SN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280826(NAD 83)
 SN0664_MARKER: DB = BENCH MARK DISK
 SN0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0664_STAMPING: N 230 1962
 SN0664_MARK LOGO: CGS   
 SN0664_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0664+STABILITY: SURFACE MOTION
 SN0664
 SN0664  HISTORY     - Date     Condition        Report By
 SN0664  HISTORY     - 1962     MONUMENTED       CGS
 SN0664  HISTORY     - 1982     GOOD             NGS
 SN0664  HISTORY     - 1984     GOOD             DMA
 SN0664
 SN0664                          STATION DESCRIPTION
 SN0664
 SN0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0664'8.0 MI NE FROM GARRISON.
 SN0664'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0664'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 2.0
 SN0664'MILES NORTH ALONG U.S. HIGHWAY 83, 175 FEET NORTHWEST OF THE CENTER OF
 SN0664'A T-ROAD JUNCTION, 137.0 FEET NORTH OF THE EXTENDED CENTERLINE OF THE
 SN0664'ROAD LEADING EAST, 99.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SN0664'2.7 FEET EAST OF A POWER POLE, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT
 SN0664'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN0664'CONCRETE POST PROJECTING 0.5 FOOT.  NOTE-- THIS MARK CAN ALSO BE
 SN0664'REACHED BY GOING 10.1 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE
 SN0664'RAILROAD OVERPASS AT MAX.
 SN0664
 SN0664                          STATION RECOVERY (1982)
 SN0664
 SN0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0664'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0664'28.7 KM (17.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN0664'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 41.8 METERS (137.1 FT)
 SN0664'NORTH OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING EAST, 30.2
 SN0664'METERS (99.1 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 SN0664'THE HIGHWAY AND 0.8 METER (2.6 FT) EAST OF A UTILITY POLE.
 SN0664'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 SN0664'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SN0664
 SN0664                          STATION RECOVERY (1984)
 SN0664
 SN0664'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 SN0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0707 ***********************************************************************
 SN0707  DESIGNATION -  N 231
 SN0707  PID         -  SN0707
 SN0707  STATE/COUNTY-  ND/MCLEAN
 SN0707  USGS QUAD   -  COLEHARBOR NW (1981)
 SN0707
 SN0707                         *CURRENT SURVEY CONTROL
 SN0707  ___________________________________________________________________
 SN0707* NAD 83(1986)-  47 41 19.     (N)    101 08 35.     (W)     SCALED    
 SN0707* NAVD 88     -       579.981  (meters)    1902.82   (feet)  ADJUSTED  
 SN0707  ___________________________________________________________________
 SN0707  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 SN0707  DYNAMIC HT  -         580.036 (meters)    1903.00  (feet)  COMP
 SN0707  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SN0707
 SN0707  VERT ORDER  -  SECOND    CLASS 0
 SN0707
 SN0707.The horizontal coordinates were scaled from a topographic map and have
 SN0707.an estimated accuracy of +/- 6 seconds.
 SN0707
 SN0707.The orthometric height was determined by differential leveling
 SN0707.and adjusted by the National Geodetic Survey in June 1991..
 SN0707
 SN0707.The geoid height was determined by GEOID03.
 SN0707
 SN0707.The dynamic height is computed by dividing the NAVD 88
 SN0707.geopotential number by the normal gravity value computed on the
 SN0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0707.degrees latitude (g = 980.6199 gals.).
 SN0707
 SN0707.The modeled gravity was interpolated from observed gravity values.
 SN0707
 SN0707;                    North         East    Units  Estimated Accuracy
 SN0707;SPC ND N     -    76,760.      551,730.      MT  (+/- 180 meters Scaled)
 SN0707
 SN0707                          SUPERSEDED SURVEY CONTROL
 SN0707
 SN0707  NGVD 29 (??/??/92)  579.577  (m)         1901.50   (f) ADJ UNCH    2 0
 SN0707
 SN0707.Superseded values are not recommended for survey control.
 SN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0707.See file dsdata.txt to determine how the superseded data were derived.
 SN0707
 SN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT391839(NAD 83)
 SN0707_MARKER: DB = BENCH MARK DISK
 SN0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0707_STAMPING: N 231 1962
 SN0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0707+STABILITY: SURFACE MOTION
 SN0707
 SN0707  HISTORY     - Date     Condition        Report By
 SN0707  HISTORY     - 1962     MONUMENTED       CGS
 SN0707
 SN0707                          STATION DESCRIPTION
 SN0707
 SN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0707'12.7 MI SW FROM BENEDICT.
 SN0707'ABOUT 9.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0707'AT BENEDICT, THENCE 3.0 MILES WEST ALONG A GRAVELED ROAD, 65 FEET
 SN0707'SOUTHEAST OF THE CENTER OF A TRACK ROAD INTERSECTION, 56 FEET SOUTH OF
 SN0707'THE CENTERLINE OF THE GRAVELED ROAD, 28 FEET EAST OF THE CENTERLINE OF
 SN0707'THE TRACK ROAD, 2.3 FEET WEST OF REA POLE NO. 24-18-1 WHICH IS BRACED
 SN0707'BY TWO GUY WIRES, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 SN0707'THE GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0707'0.6 FOOT.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 7.1 MILES
 SN0707'SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD OVERPASS AT MAX, THENCE
 SN0707'6.0 MILES EAST ALONG A GRAVELED ROAD, THENCE 3.0 MILES SOUTH ALONG A
 SN0707'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0930 ***********************************************************************
 TF0930  DESIGNATION -  N 232 RESET
 TF0930  PID         -  TF0930
 TF0930  STATE/COUNTY-  ND/WARD
 TF0930  USGS QUAD   -  MINOT (1979)
 TF0930
 TF0930                         *CURRENT SURVEY CONTROL
 TF0930  ___________________________________________________________________
 TF0930* NAD 83(1986)-  48 14 29.     (N)    101 17 47.     (W)     SCALED    
 TF0930* NAVD 88     -       474.69   (+/-2cm)    1557.4    (feet)  VERTCON   
 TF0930  ___________________________________________________________________
 TF0930  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF0930
 TF0930  VERT ORDER  -  THIRD (See Below)
 TF0930
 TF0930.The horizontal coordinates were scaled from a topographic map and have
 TF0930.an estimated accuracy of +/- 6 seconds.
 TF0930
 TF0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0930.The vertical order pertains to the NGVD 29 superseded value.
 TF0930
 TF0930.The geoid height was determined by GEOID03.
 TF0930
 TF0930;                    North         East    Units  Estimated Accuracy
 TF0930;SPC ND N     -   138,330.      540,850.      MT  (+/- 180 meters Scaled)
 TF0930
 TF0930                          SUPERSEDED SURVEY CONTROL
 TF0930
 TF0930  NGVD 29 (11/04/04)  474.31   (m)         1556.1    (f) RESET       3  
 TF0930
 TF0930.Superseded values are not recommended for survey control.
 TF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0930.See file dsdata.txt to determine how the superseded data were derived.
 TF0930
 TF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU295456(NAD 83)
 TF0930_MARKER: DB = BENCH MARK DISK
 TF0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0930_SP_SET: CONCRETE STEP
 TF0930_STAMPING: N 232 RESET 1977
 TF0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0930
 TF0930  HISTORY     - Date     Condition        Report By
 TF0930  HISTORY     - 1977     MONUMENTED       NGS
 TF0930
 TF0930                          STATION DESCRIPTION
 TF0930
 TF0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TF0930'IN MINOT.
 TF0930'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE NORTH END OF THE
 TF0930'OVERPASS OVER THE GREAT NORTHERN RAILROAD, 0.05 MILE WEST OF THE FIRST
 TF0930'LUTHERN CHURCH, AT THE CITY WATER MAINTENANCE AND METER SHOP ALONG THE
 TF0930'SOUTH SIDE OF 5TH AVENUE NW, IN THE TOP OF THE STEP OF THE BUMP HOUSE
 TF0930'24 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MAINTENANCE SHOP, 26.6
 TF0930'FEET SOUTH OF A FIRE HYDRANT, 3.1 FEET NORTHEAST OF THE SOUTHEAST
 TF0930'CORNER OF THE PUMP HOUSE AND 1.1 FEET EAST OF THE DOOR, SET IN A
 TF0930'DRILLED HOLE IN THE STEP, ABOUT 0.8 FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0379 ***********************************************************************
 TF0379  DESIGNATION -  N 233
 TF0379  PID         -  TF0379
 TF0379  STATE/COUNTY-  ND/MCHENRY
 TF0379  USGS QUAD   -  KARLSRUHE (1957)
 TF0379
 TF0379                         *CURRENT SURVEY CONTROL
 TF0379  ___________________________________________________________________
 TF0379* NAD 83(1986)-  48 01 57.     (N)    100 36 17.     (W)     SCALED    
 TF0379* NAVD 88     -       489.151  (meters)    1604.82   (feet)  ADJUSTED  
 TF0379  ___________________________________________________________________
 TF0379  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 TF0379  DYNAMIC HT  -         489.224 (meters)    1605.06  (feet)  COMP
 TF0379  MODELED GRAV-     980,745.1   (mgal)                       NAVD 88
 TF0379
 TF0379  VERT ORDER  -  SECOND    CLASS 0
 TF0379
 TF0379.The horizontal coordinates were scaled from a topographic map and have
 TF0379.an estimated accuracy of +/- 6 seconds.
 TF0379
 TF0379.The orthometric height was determined by differential leveling
 TF0379.and adjusted by the National Geodetic Survey in June 1991..
 TF0379
 TF0379.The geoid height was determined by GEOID03.
 TF0379
 TF0379.The dynamic height is computed by dividing the NAVD 88
 TF0379.geopotential number by the normal gravity value computed on the
 TF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0379.degrees latitude (g = 980.6199 gals.).
 TF0379
 TF0379.The modeled gravity was interpolated from observed gravity values.
 TF0379
 TF0379;                    North         East    Units  Estimated Accuracy
 TF0379;SPC ND N     -   114,800.      592,190.      MT  (+/- 180 meters Scaled)
 TF0379
 TF0379                          SUPERSEDED SURVEY CONTROL
 TF0379
 TF0379  NGVD 29 (??/??/92)  488.771  (m)         1603.58   (f) ADJ UNCH    2 0
 TF0379
 TF0379.Superseded values are not recommended for survey control.
 TF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0379.See file dsdata.txt to determine how the superseded data were derived.
 TF0379
 TF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU803211(NAD 83)
 TF0379_MARKER: DB = BENCH MARK DISK
 TF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0379_STAMPING: N 233 1962
 TF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0379+STABILITY: SURFACE MOTION
 TF0379
 TF0379  HISTORY     - Date     Condition        Report By
 TF0379  HISTORY     - 1962     MONUMENTED       CGS
 TF0379
 TF0379                          STATION DESCRIPTION
 TF0379
 TF0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0379'8.4 MI NE FROM BERGEN.
 TF0379'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 TF0379'STATION AT BERGEN, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD,
 TF0379'THENCE 3.1 MILES EAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTH
 TF0379'ALONG A GRAVELED ROAD, 41 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 TF0379'OF A DRIVEWAY LEADING WEST TO AN ABANDONED FARMHOUSE, 33 FEET WEST OF
 TF0379'THE CENTERLINE OF THE ROAD, 27 FEET NORTH OF THE CENTERLINE OF THE
 TF0379'DRIVEWAY, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TF0379'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0379'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1337 ***********************************************************************
 SN1337  DESIGNATION -  N 234
 SN1337  PID         -  SN1337
 SN1337  STATE/COUNTY-  ND/WARD
 SN1337  USGS QUAD   -  DOUGLAS WEST (1956)
 SN1337
 SN1337                         *CURRENT SURVEY CONTROL
 SN1337  ___________________________________________________________________
 SN1337* NAD 83(1986)-  47 51 43.     (N)    101 36 51.     (W)     SCALED    
 SN1337* NAVD 88     -       651.096  (meters)    2136.14   (feet)  ADJUSTED  
 SN1337  ___________________________________________________________________
 SN1337  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 SN1337  DYNAMIC HT  -         651.174 (meters)    2136.39  (feet)  COMP
 SN1337  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 SN1337
 SN1337  VERT ORDER  -  SECOND    CLASS 0
 SN1337
 SN1337.The horizontal coordinates were scaled from a topographic map and have
 SN1337.an estimated accuracy of +/- 6 seconds.
 SN1337
 SN1337.The orthometric height was determined by differential leveling
 SN1337.and adjusted by the National Geodetic Survey in June 1991..
 SN1337
 SN1337.The geoid height was determined by GEOID03.
 SN1337
 SN1337.The dynamic height is computed by dividing the NAVD 88
 SN1337.geopotential number by the normal gravity value computed on the
 SN1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1337.degrees latitude (g = 980.6199 gals.).
 SN1337
 SN1337.The modeled gravity was interpolated from observed gravity values.
 SN1337
 SN1337;                    North         East    Units  Estimated Accuracy
 SN1337;SPC ND N     -    96,430.      516,640.      MT  (+/- 180 meters Scaled)
 SN1337
 SN1337                          SUPERSEDED SURVEY CONTROL
 SN1337
 SN1337  NGVD 29 (??/??/92)  650.687  (m)         2134.80   (f) ADJ UNCH    2 0
 SN1337
 SN1337.Superseded values are not recommended for survey control.
 SN1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1337.See file dsdata.txt to determine how the superseded data were derived.
 SN1337
 SN1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU044042(NAD 83)
 SN1337_MARKER: DB = BENCH MARK DISK
 SN1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1337_STAMPING: N 234 1962
 SN1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1337+STABILITY: SURFACE MOTION
 SN1337
 SN1337  HISTORY     - Date     Condition        Report By
 SN1337  HISTORY     - 1962     MONUMENTED       CGS
 SN1337
 SN1337                          STATION DESCRIPTION
 SN1337
 SN1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1337'5.2 MI W FROM DOUGLAS.
 SN1337'ABOUT 5.2 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1337'AT DOUGLAS, 87 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A
 SN1337'GRAVELED ROAD LEADING NORTH AND A DIRT ROAD LEADING SOUTH, 77 FEET
 SN1337'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET EAST OF THE CENTERLINE
 SN1337'OF THE ROAD LEADING SOUTH, 2 FEET EAST OF TELEPHONE POLE NO. 3-E-50
 SN1337'AND IN LINE WITH A ROW OF POLES TO THE WEST, 1.8 FEET WEST OF A METAL
 SN1337'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 SN1337'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0290 ***********************************************************************
 SN0290  DESIGNATION -  N 235
 SN0290  PID         -  SN0290
 SN0290  STATE/COUNTY-  ND/MCLEAN
 SN0290  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0290
 SN0290                         *CURRENT SURVEY CONTROL
 SN0290  ___________________________________________________________________
 SN0290* NAD 83(1986)-  47 40 27.     (N)    100 58 18.     (W)     SCALED    
 SN0290* NAVD 88     -       583.791  (meters)    1915.32   (feet)  ADJUSTED  
 SN0290  ___________________________________________________________________
 SN0290  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 SN0290  DYNAMIC HT  -         583.850 (meters)    1915.51  (feet)  COMP
 SN0290  MODELED GRAV-     980,693.7   (mgal)                       NAVD 88
 SN0290
 SN0290  VERT ORDER  -  SECOND    CLASS 0
 SN0290
 SN0290.The horizontal coordinates were scaled from a topographic map and have
 SN0290.an estimated accuracy of +/- 6 seconds.
 SN0290
 SN0290.The orthometric height was determined by differential leveling
 SN0290.and adjusted by the National Geodetic Survey in June 1991..
 SN0290
 SN0290.The geoid height was determined by GEOID03.
 SN0290
 SN0290.The dynamic height is computed by dividing the NAVD 88
 SN0290.geopotential number by the normal gravity value computed on the
 SN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0290.degrees latitude (g = 980.6199 gals.).
 SN0290
 SN0290.The modeled gravity was interpolated from observed gravity values.
 SN0290
 SN0290;                    North         East    Units  Estimated Accuracy
 SN0290;SPC ND N     -    75,060.      564,580.      MT  (+/- 180 meters Scaled)
 SN0290
 SN0290                          SUPERSEDED SURVEY CONTROL
 SN0290
 SN0290  NGVD 29 (??/??/92)  583.391  (m)         1914.01   (f) ADJ UNCH    2 0
 SN0290
 SN0290.Superseded values are not recommended for survey control.
 SN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0290.See file dsdata.txt to determine how the superseded data were derived.
 SN0290
 SN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT520819(NAD 83)
 SN0290_MARKER: DB = BENCH MARK DISK
 SN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0290_STAMPING: N 235 1962
 SN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0290+STABILITY: SURFACE MOTION
 SN0290
 SN0290  HISTORY     - Date     Condition        Report By
 SN0290  HISTORY     - 1962     MONUMENTED       CGS
 SN0290
 SN0290                          STATION DESCRIPTION
 SN0290
 SN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0290'14.4 MI NW FROM TURTLE LAKE.
 SN0290'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0290'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.0
 SN0290'MILES WEST ALONG A GRAVELED ROAD, THENCE 3.0 MILES NORTH ALONG A TRACK
 SN0290'ROAD, 73 FEET SOUTHEAST OF THE CENTER OF THE T-JUNCTION OF AN
 SN0290'EAST-WEST ROAD, 54 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 SN0290'50 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD, 4.0 FEET SOUTHWEST
 SN0290'OF A FENCE CORNER, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH
 SN0290'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0290'0.5 FOOT.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 15.75 MILES
 SN0290'SOUTHEAST ALONG VARIOUS GRAVELED AND DIRT ROADS FROM BENEDICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1222 ***********************************************************************
 SN1222  DESIGNATION -  N 236
 SN1222  PID         -  SN1222
 SN1222  STATE/COUNTY-  ND/MCLEAN
 SN1222  USGS QUAD   -  EMMET NE (1956)
 SN1222
 SN1222                         *CURRENT SURVEY CONTROL
 SN1222  ___________________________________________________________________
 SN1222* NAD 83(1986)-  47 40 26.     (N)    101 31 43.     (W)     SCALED    
 SN1222* NAVD 88     -       608.050  (meters)    1994.91   (feet)  ADJUSTED  
 SN1222  ___________________________________________________________________
 SN1222  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 SN1222  DYNAMIC HT  -         608.109 (meters)    1995.10  (feet)  COMP
 SN1222  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 SN1222
 SN1222  VERT ORDER  -  SECOND    CLASS 0
 SN1222
 SN1222.The horizontal coordinates were scaled from a topographic map and have
 SN1222.an estimated accuracy of +/- 6 seconds.
 SN1222
 SN1222.The orthometric height was determined by differential leveling
 SN1222.and adjusted by the National Geodetic Survey in June 1991..
 SN1222
 SN1222.The geoid height was determined by GEOID03.
 SN1222
 SN1222.The dynamic height is computed by dividing the NAVD 88
 SN1222.geopotential number by the normal gravity value computed on the
 SN1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1222.degrees latitude (g = 980.6199 gals.).
 SN1222
 SN1222.The modeled gravity was interpolated from observed gravity values.
 SN1222
 SN1222;                    North         East    Units  Estimated Accuracy
 SN1222;SPC ND N     -    75,440.      522,760.      MT  (+/- 180 meters Scaled)
 SN1222
 SN1222                          SUPERSEDED SURVEY CONTROL
 SN1222
 SN1222  NGVD 29 (??/??/92)  607.643  (m)         1993.58   (f) ADJ UNCH    2 0
 SN1222
 SN1222.Superseded values are not recommended for survey control.
 SN1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1222.See file dsdata.txt to determine how the superseded data were derived.
 SN1222
 SN1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT101831(NAD 83)
 SN1222_MARKER: DB = BENCH MARK DISK
 SN1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1222_STAMPING: N 236 1962
 SN1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1222+STABILITY: SURFACE MOTION
 SN1222
 SN1222  HISTORY     - Date     Condition        Report By
 SN1222  HISTORY     - 1962     MONUMENTED       CGS
 SN1222
 SN1222                          STATION DESCRIPTION
 SN1222
 SN1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1222'7.9 MI NW FROM GARRISON.
 SN1222'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1222'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 2.0
 SN1222'MILES NORTH ALONG A GRAVELED ROAD, 109 FEET NORTHWEST OF THE CENTER OF
 SN1222'AN EAST-WEST ROAD INTERSECTION, 59 FEET WEST OF THE CENTERLINE OF THE
 SN1222'NORTH-SOUTH GRAVELED ROAD, 41 FEET NORTH OF THE CENTERLINE OF THE
 SN1222'EAST-WEST ROAD, 2.5 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A
 SN1222'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 SN1222'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1391 ***********************************************************************
 SN1391  DESIGNATION -  N 237
 SN1391  PID         -  SN1391
 SN1391  STATE/COUNTY-  ND/WARD
 SN1391  USGS QUAD   -  MAKOTI (1980)
 SN1391
 SN1391                         *CURRENT SURVEY CONTROL
 SN1391  ___________________________________________________________________
 SN1391* NAD 83(1986)-  47 56 04.     (N)    101 48 29.     (W)     SCALED    
 SN1391* NAVD 88     -       644.268  (meters)    2113.74   (feet)  ADJUSTED  
 SN1391  ___________________________________________________________________
 SN1391  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 SN1391  DYNAMIC HT  -         644.352 (meters)    2114.01  (feet)  COMP
 SN1391  MODELED GRAV-     980,720.8   (mgal)                       NAVD 88
 SN1391
 SN1391  VERT ORDER  -  SECOND    CLASS 0
 SN1391
 SN1391.The horizontal coordinates were scaled from a topographic map and have
 SN1391.an estimated accuracy of +/- 6 seconds.
 SN1391
 SN1391.The orthometric height was determined by differential leveling
 SN1391.and adjusted by the National Geodetic Survey in June 1991..
 SN1391
 SN1391.The geoid height was determined by GEOID03.
 SN1391
 SN1391.The dynamic height is computed by dividing the NAVD 88
 SN1391.geopotential number by the normal gravity value computed on the
 SN1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1391.degrees latitude (g = 980.6199 gals.).
 SN1391
 SN1391.The modeled gravity was interpolated from observed gravity values.
 SN1391
 SN1391;                    North         East    Units  Estimated Accuracy
 SN1391;SPC ND N     -   104,720.      502,270.      MT  (+/- 180 meters Scaled)
 SN1391
 SN1391                          SUPERSEDED SURVEY CONTROL
 SN1391
 SN1391  NGVD 29 (??/??/92)  643.850  (m)         2112.36   (f) ADJ UNCH    2 0
 SN1391
 SN1391.Superseded values are not recommended for survey control.
 SN1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1391.See file dsdata.txt to determine how the superseded data were derived.
 SN1391
 SN1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU902128(NAD 83)
 SN1391_MARKER: DB = BENCH MARK DISK
 SN1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1391_STAMPING: N 237 1962
 SN1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1391+STABILITY: SURFACE MOTION
 SN1391
 SN1391  HISTORY     - Date     Condition        Report By
 SN1391  HISTORY     - 1962     MONUMENTED       CGS
 SN1391
 SN1391                          STATION DESCRIPTION
 SN1391
 SN1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1391'2.05 MI S FROM MAKOTI.
 SN1391'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1391'AT MAKOTI, THENCE 1.9 MILES SOUTH ALONG A GRAVELED ROAD, 80 FEET
 SN1391'NORTHWEST OF THE CENTER OF A ROAD INTERSECTION, 72 FEET WEST OF THE
 SN1391'CENTERLINE OF THE NORTH-SOUTH ROAD, 38 FEET NORTH OF THE CENTERLINE OF
 SN1391'THE EAST-WEST ROAD, 3.5 FEET EAST OF A POWER POLE, 1.8 FEET SOUTH OF A
 SN1391'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 SN1391'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0593 ***********************************************************************
 TG0593  DESIGNATION -  N 238
 TG0593  PID         -  TG0593
 TG0593  STATE/COUNTY-  ND/MOUNTRAIL
 TG0593  USGS QUAD   -  PALERMO NW (1981)
 TG0593
 TG0593                         *CURRENT SURVEY CONTROL
 TG0593  ___________________________________________________________________
 TG0593* NAD 83(1986)-  48 23 39.     (N)    102 12 45.     (W)     SCALED    
 TG0593* NAVD 88     -       673.550  (meters)    2209.81   (feet)  ADJUSTED  
 TG0593  ___________________________________________________________________
 TG0593  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TG0593  DYNAMIC HT  -         673.661 (meters)    2210.17  (feet)  COMP
 TG0593  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 TG0593
 TG0593  VERT ORDER  -  SECOND    CLASS 0
 TG0593
 TG0593.The horizontal coordinates were scaled from a topographic map and have
 TG0593.an estimated accuracy of +/- 6 seconds.
 TG0593
 TG0593.The orthometric height was determined by differential leveling
 TG0593.and adjusted by the National Geodetic Survey in June 1991..
 TG0593
 TG0593.The geoid height was determined by GEOID03.
 TG0593
 TG0593.The dynamic height is computed by dividing the NAVD 88
 TG0593.geopotential number by the normal gravity value computed on the
 TG0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0593.degrees latitude (g = 980.6199 gals.).
 TG0593
 TG0593.The modeled gravity was interpolated from observed gravity values.
 TG0593
 TG0593;                    North         East    Units  Estimated Accuracy
 TG0593;SPC ND N     -   156,420.      473,200.      MT  (+/- 180 meters Scaled)
 TG0593
 TG0593                          SUPERSEDED SURVEY CONTROL
 TG0593
 TG0593  NGVD 29 (??/??/92)  673.109  (m)         2208.36   (f) ADJ UNCH    2 0
 TG0593
 TG0593.Superseded values are not recommended for survey control.
 TG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0593.See file dsdata.txt to determine how the superseded data were derived.
 TG0593
 TG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP063638(NAD 83)
 TG0593_MARKER: DB = BENCH MARK DISK
 TG0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0593_SP_SET: CONCRETE POST
 TG0593_STAMPING: N 238 1963
 TG0593_MARK LOGO: CGS   
 TG0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0593+STABILITY: SURFACE MOTION
 TG0593
 TG0593  HISTORY     - Date     Condition        Report By
 TG0593  HISTORY     - 1963     MONUMENTED       CGS
 TG0593  HISTORY     - 19850612 GOOD             NGS
 TG0593
 TG0593                          STATION DESCRIPTION
 TG0593
 TG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0593'4.1 MI N FROM PALERMO.
 TG0593'ABOUT 4.1 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0593'HIGHWAY 2 AT PALERMO, ABOUT 0.4 MILE NORTH OF A Y-JUNCTION OF ROADS,
 TG0593'69 FEET NORTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT, 46 FEET
 TG0593'WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHEAST OF A POWER
 TG0593'POLE, 1.5 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS
 TG0593'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TG0593'A CONCRETE POST PROJECTING 6 INCHES, S 30, R 89 W, T 157 N.
 TG0593
 TG0593                          STATION RECOVERY (1985)
 TG0593
 TG0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TG0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2090 ***********************************************************************
 TG2090  DESIGNATION -  N 238 RESET
 TG2090  PID         -  TG2090
 TG2090  STATE/COUNTY-  ND/MOUNTRAIL
 TG2090  USGS QUAD   -  PALERMO NW (1981)
 TG2090
 TG2090                         *CURRENT SURVEY CONTROL
 TG2090  ___________________________________________________________________
 TG2090* NAD 83(1986)-  48 23 39.     (N)    102 12 45.     (W)     SCALED    
 TG2090* NAVD 88     -       673.43   (meters)    2209.4    (feet)  RESET     
 TG2090  ___________________________________________________________________
 TG2090  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 TG2090
 TG2090  VERT ORDER  -  THIRD
 TG2090
 TG2090.The horizontal coordinates were scaled from a topographic map and have
 TG2090.an estimated accuracy of +/- 6 seconds.
 TG2090
 TG2090.The orthometric height was computed from unverified reset data.
 TG2090.No vertical observational check was made to the station.
 TG2090
 TG2090.The geoid height was determined by GEOID03.
 TG2090
 TG2090;                    North         East    Units  Estimated Accuracy
 TG2090;SPC ND N     -   156,420.      473,200.      MT  (+/- 180 meters Scaled)
 TG2090
 TG2090                          SUPERSEDED SURVEY CONTROL
 TG2090
 TG2090  NGVD 29 (11/04/04)  672.99   (m)         2208.0    (f) RESET       3  
 TG2090
 TG2090.Superseded values are not recommended for survey control.
 TG2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2090.See file dsdata.txt to determine how the superseded data were derived.
 TG2090
 TG2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP063638(NAD 83)
 TG2090_MARKER: DV = VERTICAL CONTROL DISK
 TG2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2090_SP_SET: CONCRETE POST
 TG2090_STAMPING: N 238 RESET 1985
 TG2090_MARK LOGO: NGS   
 TG2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2090+STABILITY: SURFACE MOTION
 TG2090
 TG2090  HISTORY     - Date     Condition        Report By
 TG2090  HISTORY     - 1985     MONUMENTED       NGS
 TG2090
 TG2090                          STATION DESCRIPTION
 TG2090
 TG2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TG2090'4.1 MILES (6.6 KM) NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND
 TG2090'US HIGHWAY 2 IN PALERMO, ABOUT 0.4 MILE (0.6 KM) NORTH OF A
 TG2090'Y-JUNCTION OF ROAD, ABOUT 33 M (108.3 FT) SOUTHEAST OF SOUTHEAST EDGE
 TG2090'OF TREES, 75 FEET (22.9 M) WEST OF CENTERLINE OF GRAVEL ROAD, AND 1
 TG2090'FOOT (0.3 M) NORTH OF A WITNESS POST, PROJECTING 5 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1297 ***********************************************************************
 SN1297  DESIGNATION -  N 239
 SN1297  PID         -  SN1297
 SN1297  STATE/COUNTY-  ND/WARD
 SN1297  USGS QUAD   -  RYDER (1981)
 SN1297
 SN1297                         *CURRENT SURVEY CONTROL
 SN1297  ___________________________________________________________________
 SN1297* NAD 83(1986)-  47 53 29.     (N)    101 40 46.     (W)     SCALED    
 SN1297* NAVD 88     -       646.193  (meters)    2120.05   (feet)  ADJUSTED  
 SN1297  ___________________________________________________________________
 SN1297  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1297  DYNAMIC HT  -         646.273 (meters)    2120.31  (feet)  COMP
 SN1297  MODELED GRAV-     980,713.7   (mgal)                       NAVD 88
 SN1297
 SN1297  VERT ORDER  -  SECOND    CLASS 0
 SN1297
 SN1297.The horizontal coordinates were scaled from a topographic map and have
 SN1297.an estimated accuracy of +/- 6 seconds.
 SN1297
 SN1297.The orthometric height was determined by differential leveling
 SN1297.and adjusted by the National Geodetic Survey in June 1991..
 SN1297
 SN1297.The geoid height was determined by GEOID03.
 SN1297
 SN1297.The dynamic height is computed by dividing the NAVD 88
 SN1297.geopotential number by the normal gravity value computed on the
 SN1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1297.degrees latitude (g = 980.6199 gals.).
 SN1297
 SN1297.The modeled gravity was interpolated from observed gravity values.
 SN1297
 SN1297;                    North         East    Units  Estimated Accuracy
 SN1297;SPC ND N     -    99,780.      511,810.      MT  (+/- 180 meters Scaled)
 SN1297
 SN1297                          SUPERSEDED SURVEY CONTROL
 SN1297
 SN1297  NGVD 29 (??/??/92)  645.783  (m)         2118.71   (f) ADJ UNCH    2 0
 SN1297
 SN1297.Superseded values are not recommended for survey control.
 SN1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1297.See file dsdata.txt to determine how the superseded data were derived.
 SN1297
 SN1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU997077(NAD 83)
 SN1297_MARKER: DB = BENCH MARK DISK
 SN1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1297_STAMPING: N 239 1962
 SN1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1297+STABILITY: SURFACE MOTION
 SN1297
 SN1297  HISTORY     - Date     Condition        Report By
 SN1297  HISTORY     - 1962     MONUMENTED       CGS
 SN1297
 SN1297                          STATION DESCRIPTION
 SN1297
 SN1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1297'1.7 MI S FROM RYDER.
 SN1297'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1297'CROSSING AT RYDER, 110 FEET EAST-NORTHEAST OF THE CENTER OF THE
 SN1297'INTERSECTION OF THE HIGHWAY AND A GRADED DIRT ROAD, 101 FEET WEST OF
 SN1297'THE CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF THE CENTERLINE OF THE
 SN1297'DIRT ROAD, 2.5 FEET NORTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 SN1297'POLES, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 SN1297'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1297'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0588 ***********************************************************************
 TG0588  DESIGNATION -  N 240
 TG0588  PID         -  TG0588
 TG0588  STATE/COUNTY-  ND/MOUNTRAIL
 TG0588  USGS QUAD   -  PALERMO NW (1981)
 TG0588
 TG0588                         *CURRENT SURVEY CONTROL
 TG0588  ___________________________________________________________________
 TG0588* NAD 83(1986)-  48 27 36.     (N)    102 12 45.     (W)     SCALED    
 TG0588* NAVD 88     -       664.163  (meters)    2179.01   (feet)  ADJUSTED  
 TG0588  ___________________________________________________________________
 TG0588  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 TG0588  DYNAMIC HT  -         664.275 (meters)    2179.38  (feet)  COMP
 TG0588  MODELED GRAV-     980,756.7   (mgal)                       NAVD 88
 TG0588
 TG0588  VERT ORDER  -  SECOND    CLASS 0
 TG0588
 TG0588.The horizontal coordinates were scaled from a topographic map and have
 TG0588.an estimated accuracy of +/- 6 seconds.
 TG0588
 TG0588.The orthometric height was determined by differential leveling
 TG0588.and adjusted by the National Geodetic Survey in June 1991..
 TG0588
 TG0588.The geoid height was determined by GEOID03.
 TG0588
 TG0588.The dynamic height is computed by dividing the NAVD 88
 TG0588.geopotential number by the normal gravity value computed on the
 TG0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0588.degrees latitude (g = 980.6199 gals.).
 TG0588
 TG0588.The modeled gravity was interpolated from observed gravity values.
 TG0588
 TG0588;                    North         East    Units  Estimated Accuracy
 TG0588;SPC ND N     -   163,740.      473,360.      MT  (+/- 180 meters Scaled)
 TG0588
 TG0588                          SUPERSEDED SURVEY CONTROL
 TG0588
 TG0588  NGVD 29 (??/??/92)  663.733  (m)         2177.60   (f) ADJ UNCH    2 0
 TG0588
 TG0588.Superseded values are not recommended for survey control.
 TG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0588.See file dsdata.txt to determine how the superseded data were derived.
 TG0588
 TG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060711(NAD 83)
 TG0588_MARKER: DB = BENCH MARK DISK
 TG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0588_STAMPING: N 240 1963
 TG0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0588+STABILITY: SURFACE MOTION
 TG0588
 TG0588  HISTORY     - Date     Condition        Report By
 TG0588  HISTORY     - 1963     MONUMENTED       CGS
 TG0588
 TG0588                          STATION DESCRIPTION
 TG0588
 TG0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0588'8.8 MI N FROM PALERMO.
 TG0588'ABOUT 8.8 MILES NORTH ALONG A GRAVELED ROAD FROM THE CEMETERY AND U.S.
 TG0588'HIGHWAY 2 AT PALERMO, AT THE NORTHEAST CORNER OF A SMALL LAKE, 135
 TG0588'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 TG0588'SOUTHEAST, 54 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING NORTH,
 TG0588'5.5 FEET NORTHEAST OF A FENCE CORNER, 4.0 FEET EAST OF A FENCE, 1.2
 TG0588'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TG0588'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES, S
 TG0588'31, R 89 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0416 ***********************************************************************
 TG0416  DESIGNATION -  N 241
 TG0416  PID         -  TG0416
 TG0416  STATE/COUNTY-  ND/MOUNTRAIL
 TG0416  USGS QUAD   -  BLAISDELL (1981)
 TG0416
 TG0416                         *CURRENT SURVEY CONTROL
 TG0416  ___________________________________________________________________
 TG0416* NAD 83(1986)-  48 20 16.     (N)    102 01 29.     (W)     SCALED    
 TG0416* NAVD 88     -       686.574  (meters)    2252.53   (feet)  ADJUSTED  
 TG0416  ___________________________________________________________________
 TG0416  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TG0416  DYNAMIC HT  -         686.683 (meters)    2252.89  (feet)  COMP
 TG0416  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 TG0416
 TG0416  VERT ORDER  -  FIRST     CLASS II
 TG0416
 TG0416.The horizontal coordinates were scaled from a topographic map and have
 TG0416.an estimated accuracy of +/- 6 seconds.
 TG0416
 TG0416.The orthometric height was determined by differential leveling
 TG0416.and adjusted by the National Geodetic Survey in June 1991..
 TG0416
 TG0416.The geoid height was determined by GEOID03.
 TG0416
 TG0416.The dynamic height is computed by dividing the NAVD 88
 TG0416.geopotential number by the normal gravity value computed on the
 TG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0416.degrees latitude (g = 980.6199 gals.).
 TG0416
 TG0416.The modeled gravity was interpolated from observed gravity values.
 TG0416
 TG0416;                    North         East    Units  Estimated Accuracy
 TG0416;SPC ND N     -   149,860.      486,980.      MT  (+/- 180 meters Scaled)
 TG0416
 TG0416                          SUPERSEDED SURVEY CONTROL
 TG0416
 TG0416  NGVD 29 (??/??/92)  686.132  (m)         2251.08   (f) ADJ UNCH    1 2
 TG0416
 TG0416.Superseded values are not recommended for survey control.
 TG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0416.See file dsdata.txt to determine how the superseded data were derived.
 TG0416
 TG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP204581(NAD 83)
 TG0416_MARKER: DB = BENCH MARK DISK
 TG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0416_STAMPING: N 241 1963
 TG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0416+STABILITY: SURFACE MOTION
 TG0416
 TG0416  HISTORY     - Date     Condition        Report By
 TG0416  HISTORY     - 1963     MONUMENTED       CGS
 TG0416
 TG0416                          STATION DESCRIPTION
 TG0416
 TG0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0416'2.6 MI E FROM BLAISDELL.
 TG0416'ABOUT 1.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0416'AT BLAISDELL, ABOUT 0.2 MILE EAST OF MILEPOST 37, NEAR THE CENTER AND
 TG0416'AT THE TOP OF A ROUND-TOPPED KNOLL, 71.3 FEET NORTH OF THE NORTH RAIL,
 TG0416'40 FEET NORTHWEST OF TELEGRAPH POLE NO. M 37-40 WHICH IS THE 6TH POLE
 TG0416'EAST OF THE MILEPOST, 3.0 FEET SOUTHWEST OF A FENCE CORNER, 2.0 FEET
 TG0416'SOUTH OF A FENCE, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 8 FEET
 TG0416'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 TG0416'PROJECTING 5 INCHES, S 17, R 88 W, T 156 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0039 ***********************************************************************
 SO0039  DESIGNATION -  N 242
 SO0039  PID         -  SO0039
 SO0039  STATE/COUNTY-  ND/MOUNTRAIL
 SO0039  USGS QUAD   -  NEW TOWN (1981)
 SO0039
 SO0039                         *CURRENT SURVEY CONTROL
 SO0039  ___________________________________________________________________
 SO0039* NAD 83(1986)-  47 57 45.     (N)    102 27 03.     (W)     SCALED    
 SO0039* NAVD 88     -       571.052  (meters)    1873.53   (feet)  ADJUSTED  
 SO0039  ___________________________________________________________________
 SO0039  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 SO0039  DYNAMIC HT  -         571.132 (meters)    1873.79  (feet)  COMP
 SO0039  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 SO0039
 SO0039  VERT ORDER  -  SECOND    CLASS 0
 SO0039
 SO0039.The horizontal coordinates were scaled from a topographic map and have
 SO0039.an estimated accuracy of +/- 6 seconds.
 SO0039
 SO0039.The orthometric height was determined by differential leveling
 SO0039.and adjusted by the National Geodetic Survey in June 1991..
 SO0039
 SO0039.The geoid height was determined by GEOID03.
 SO0039
 SO0039.The dynamic height is computed by dividing the NAVD 88
 SO0039.geopotential number by the normal gravity value computed on the
 SO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0039.degrees latitude (g = 980.6199 gals.).
 SO0039
 SO0039.The modeled gravity was interpolated from observed gravity values.
 SO0039
 SO0039;                    North         East    Units  Estimated Accuracy
 SO0039;SPC ND N     -   108,860.      454,340.      MT  (+/- 180 meters Scaled)
 SO0039
 SO0039                          SUPERSEDED SURVEY CONTROL
 SO0039
 SO0039  NGVD 29 (??/??/92)  570.603  (m)         1872.05   (f) ADJ UNCH    2 0
 SO0039
 SO0039.Superseded values are not recommended for survey control.
 SO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0039.See file dsdata.txt to determine how the superseded data were derived.
 SO0039
 SO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP902152(NAD 83)
 SO0039_MARKER: DB = BENCH MARK DISK
 SO0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0039_STAMPING: N 242 1963
 SO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0039+STABILITY: SURFACE MOTION
 SO0039
 SO0039  HISTORY     - Date     Condition        Report By
 SO0039  HISTORY     - 1963     MONUMENTED       CGS
 SO0039
 SO0039                          STATION DESCRIPTION
 SO0039
 SO0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0039'2.9 MI SE FROM NEW TOWN.
 SO0039'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0039'NEW TOWN, THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD, ABOUT 105
 SO0039'YARDS SOUTH OF THE MORE SOUTHERLY OF TWO 60-INCH CULVERTS IN A DEEP
 SO0039'RAVINE, ON THE NORTH SLOPE OF A SHORT STEEP HILL, 56 FEET WEST OF THE
 SO0039'CENTERLINE OF THE ROAD, 81 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY
 SO0039'LEADING WEST TO A FIELD, ABOUT 3 FEET EAST OF THE EAST FACE OF AN
 SO0039'EARTH BANK 10 FEET HIGH, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 SO0039'3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 SO0039'POST PROJECTING 6 INCHES, S 21, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0718 ***********************************************************************
 TG0718  DESIGNATION -  N 243
 TG0718  PID         -  TG0718
 TG0718  STATE/COUNTY-  ND/MOUNTRAIL
 TG0718  USGS QUAD   -  EPWORTH (1981)
 TG0718
 TG0718                         *CURRENT SURVEY CONTROL
 TG0718  ___________________________________________________________________
 TG0718* NAD 83(1986)-  48 00 26.     (N)    102 07 44.     (W)     SCALED    
 TG0718* NAVD 88     -       637.855  (meters)    2092.70   (feet)  ADJUSTED  
 TG0718  ___________________________________________________________________
 TG0718  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG0718  DYNAMIC HT  -         637.951 (meters)    2093.01  (feet)  COMP
 TG0718  MODELED GRAV-     980,740.8   (mgal)                       NAVD 88
 TG0718
 TG0718  VERT ORDER  -  SECOND    CLASS 0
 TG0718
 TG0718.The horizontal coordinates were scaled from a topographic map and have
 TG0718.an estimated accuracy of +/- 6 seconds.
 TG0718
 TG0718.The orthometric height was determined by differential leveling
 TG0718.and adjusted by the National Geodetic Survey in June 1991..
 TG0718
 TG0718.The geoid height was determined by GEOID03.
 TG0718
 TG0718.The dynamic height is computed by dividing the NAVD 88
 TG0718.geopotential number by the normal gravity value computed on the
 TG0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0718.degrees latitude (g = 980.6199 gals.).
 TG0718
 TG0718.The modeled gravity was interpolated from observed gravity values.
 TG0718
 TG0718;                    North         East    Units  Estimated Accuracy
 TG0718;SPC ND N     -   113,270.      478,480.      MT  (+/- 180 meters Scaled)
 TG0718
 TG0718                          SUPERSEDED SURVEY CONTROL
 TG0718
 TG0718  NGVD 29 (??/??/92)  637.430  (m)         2091.30   (f) ADJ UNCH    2 0
 TG0718
 TG0718.Superseded values are not recommended for survey control.
 TG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0718.See file dsdata.txt to determine how the superseded data were derived.
 TG0718
 TG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP141210(NAD 83)
 TG0718_MARKER: DB = BENCH MARK DISK
 TG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0718_STAMPING: N 243 1963
 TG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0718+STABILITY: SURFACE MOTION
 TG0718
 TG0718  HISTORY     - Date     Condition        Report By
 TG0718  HISTORY     - 1963     MONUMENTED       CGS
 TG0718  HISTORY     - 1976     MARK NOT FOUND   USGS
 TG0718
 TG0718                          STATION DESCRIPTION
 TG0718
 TG0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0718'4.1 MI N FROM PARSHALL.
 TG0718'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0718'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 2.0
 TG0718'MILES NORTH ALONG A GRAVELED COUNTY ROAD, 62.0 FEET NORTHWEST OF THE
 TG0718'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 49.0 FEET WEST OF THE
 TG0718'CENTERLINE OF THE GRAVELED COUNTY ROAD, 40.6 FEET NORTH OF THE
 TG0718'CENTERLINE OF THE EAST-WEST ROAD, 3.0 FEET EAST OF POWER POLE NO. 1-89
 TG0718'WHICH IS BRACED BY TWO GUY WIRES, 1.5 FEET SOUTH OF A METAL WITNESS
 TG0718'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN
 TG0718'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 1, R 90 W, T 152 N.
 TG0718
 TG0718                          STATION RECOVERY (1976)
 TG0718
 TG0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 TG0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1283 ***********************************************************************
 TF1283  DESIGNATION -  N 244
 TF1283  PID         -  TF1283
 TF1283  STATE/COUNTY-  ND/WARD
 TF1283  USGS QUAD   -  PLAZA SE (1980)
 TF1283
 TF1283                         *CURRENT SURVEY CONTROL
 TF1283  ___________________________________________________________________
 TF1283* NAD 83(1986)-  48 00 25.     (N)    101 47 09.     (W)     SCALED    
 TF1283* NAVD 88     -       640.909  (meters)    2102.72   (feet)  ADJUSTED  
 TF1283  ___________________________________________________________________
 TF1283  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 TF1283  DYNAMIC HT  -         640.997 (meters)    2103.00  (feet)  COMP
 TF1283  MODELED GRAV-     980,727.2   (mgal)                       NAVD 88
 TF1283
 TF1283  VERT ORDER  -  SECOND    CLASS 0
 TF1283
 TF1283.The horizontal coordinates were scaled from a topographic map and have
 TF1283.an estimated accuracy of +/- 6 seconds.
 TF1283
 TF1283.The orthometric height was determined by differential leveling
 TF1283.and adjusted by the National Geodetic Survey in June 1991..
 TF1283
 TF1283.The geoid height was determined by GEOID03.
 TF1283
 TF1283.The dynamic height is computed by dividing the NAVD 88
 TF1283.geopotential number by the normal gravity value computed on the
 TF1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1283.degrees latitude (g = 980.6199 gals.).
 TF1283
 TF1283.The modeled gravity was interpolated from observed gravity values.
 TF1283
 TF1283;                    North         East    Units  Estimated Accuracy
 TF1283;SPC ND N     -   112,750.      504,070.      MT  (+/- 180 meters Scaled)
 TF1283
 TF1283                          SUPERSEDED SURVEY CONTROL
 TF1283
 TF1283  NGVD 29 (??/??/92)  640.489  (m)         2101.34   (f) ADJ UNCH    2 0
 TF1283
 TF1283.Superseded values are not recommended for survey control.
 TF1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1283.See file dsdata.txt to determine how the superseded data were derived.
 TF1283
 TF1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU922208(NAD 83)
 TF1283_MARKER: DB = BENCH MARK DISK
 TF1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1283_STAMPING: N 244 1963
 TF1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1283+STABILITY: SURFACE MOTION
 TF1283
 TF1283  HISTORY     - Date     Condition        Report By
 TF1283  HISTORY     - 1963     MONUMENTED       CGS
 TF1283
 TF1283                          STATION DESCRIPTION
 TF1283
 TF1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1283'4.2 MI NE FROM MAKOTI.
 TF1283'1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1283'CROSSING AT MAKOTI, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 23,
 TF1283'THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 53.0 FEET
 TF1283'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A TRACK ROAD, 42.5 FEET
 TF1283'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 34.6 FEET NORTH OF THE
 TF1283'CENTERLINE OF THE TRACK ROAD, 4.0 FEET SOUTH OF A POWER POLE, 1.7 FEET
 TF1283'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD,
 TF1283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT, S 2, R 87
 TF1283'W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0678 ***********************************************************************
 TG0678  DESIGNATION -  N 245
 TG0678  PID         -  TG0678
 TG0678  STATE/COUNTY-  ND/MOUNTRAIL
 TG0678  USGS QUAD   -  EPWORTH NW (1981)
 TG0678
 TG0678                         *CURRENT SURVEY CONTROL
 TG0678  ___________________________________________________________________
 TG0678* NAD 83(1986)-  48 10 55.     (N)    102 13 27.     (W)     SCALED    
 TG0678* NAVD 88     -       680.807  (meters)    2233.61   (feet)  ADJUSTED  
 TG0678  ___________________________________________________________________
 TG0678  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0678  DYNAMIC HT  -         680.906 (meters)    2233.94  (feet)  COMP
 TG0678  MODELED GRAV-     980,733.8   (mgal)                       NAVD 88
 TG0678
 TG0678  VERT ORDER  -  SECOND    CLASS 0
 TG0678
 TG0678.The horizontal coordinates were scaled from a topographic map and have
 TG0678.an estimated accuracy of +/- 6 seconds.
 TG0678
 TG0678.The orthometric height was determined by differential leveling
 TG0678.and adjusted by the National Geodetic Survey in June 1991..
 TG0678
 TG0678.The geoid height was determined by GEOID03.
 TG0678
 TG0678.The dynamic height is computed by dividing the NAVD 88
 TG0678.geopotential number by the normal gravity value computed on the
 TG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0678.degrees latitude (g = 980.6199 gals.).
 TG0678
 TG0678.The modeled gravity was interpolated from observed gravity values.
 TG0678
 TG0678;                    North         East    Units  Estimated Accuracy
 TG0678;SPC ND N     -   132,850.      471,810.      MT  (+/- 180 meters Scaled)
 TG0678
 TG0678                          SUPERSEDED SURVEY CONTROL
 TG0678
 TG0678  NGVD 29 (??/??/92)  680.357  (m)         2232.14   (f) ADJ UNCH    2 0
 TG0678
 TG0678.Superseded values are not recommended for survey control.
 TG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0678.See file dsdata.txt to determine how the superseded data were derived.
 TG0678
 TG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP063402(NAD 83)
 TG0678_MARKER: DB = BENCH MARK DISK
 TG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0678_STAMPING: N 245 1963
 TG0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0678+STABILITY: SURFACE MOTION
 TG0678
 TG0678  HISTORY     - Date     Condition        Report By
 TG0678  HISTORY     - 1963     MONUMENTED       CGS
 TG0678
 TG0678                          STATION DESCRIPTION
 TG0678
 TG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0678'10.9 MI S FROM PALERMO.
 TG0678'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0678'AT PALERMO, THENCE 10.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0678'112.0 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-WEST
 TG0678'ROAD, 50.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 96.0
 TG0678'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 4.5 FEET NORTHWEST
 TG0678'OF A POWER POLE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 TG0678'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A
 TG0678'CONCRETE POST PROJECTING 0.5 FOOT, S 11, R 90 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0742 ***********************************************************************
 TG0742  DESIGNATION -  N 246
 TG0742  PID         -  TG0742
 TG0742  STATE/COUNTY-  ND/MOUNTRAIL
 TG0742  USGS QUAD   -  EPWORTH SE (1981)
 TG0742
 TG0742                         *CURRENT SURVEY CONTROL
 TG0742  ___________________________________________________________________
 TG0742* NAD 83(1986)-  48 07 27.     (N)    102 04 24.     (W)     SCALED    
 TG0742* NAVD 88     -       643.388  (meters)    2110.85   (feet)  ADJUSTED  
 TG0742  ___________________________________________________________________
 TG0742  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 TG0742  DYNAMIC HT  -         643.485 (meters)    2111.17  (feet)  COMP
 TG0742  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 TG0742
 TG0742  VERT ORDER  -  SECOND    CLASS 0
 TG0742
 TG0742.The horizontal coordinates were scaled from a topographic map and have
 TG0742.an estimated accuracy of +/- 6 seconds.
 TG0742
 TG0742.The orthometric height was determined by differential leveling
 TG0742.and adjusted by the National Geodetic Survey in June 1991..
 TG0742
 TG0742.The geoid height was determined by GEOID03.
 TG0742
 TG0742.The dynamic height is computed by dividing the NAVD 88
 TG0742.geopotential number by the normal gravity value computed on the
 TG0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0742.degrees latitude (g = 980.6199 gals.).
 TG0742
 TG0742.The modeled gravity was interpolated from observed gravity values.
 TG0742
 TG0742;                    North         East    Units  Estimated Accuracy
 TG0742;SPC ND N     -   126,180.      482,890.      MT  (+/- 180 meters Scaled)
 TG0742
 TG0742                          SUPERSEDED SURVEY CONTROL
 TG0742
 TG0742  NGVD 29 (??/??/92)  642.953  (m)         2109.42   (f) ADJ UNCH    2 0
 TG0742
 TG0742.Superseded values are not recommended for survey control.
 TG0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0742.See file dsdata.txt to determine how the superseded data were derived.
 TG0742
 TG0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP177342(NAD 83)
 TG0742_MARKER: DB = BENCH MARK DISK
 TG0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0742_STAMPING: N 246 1963
 TG0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0742+STABILITY: SURFACE MOTION
 TG0742
 TG0742  HISTORY     - Date     Condition        Report By
 TG0742  HISTORY     - 1963     MONUMENTED       CGS
 TG0742
 TG0742                          STATION DESCRIPTION
 TG0742
 TG0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0742'12.5 MI NW FROM PLAZA.
 TG0742'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0742'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0742'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 5.0 MILES
 TG0742'WEST ALONG A GRAVELED COUNTY ROAD, 85.0 FEET SOUTHWEST OF THE CENTER
 TG0742'OF THE INTERSECTION OF A NORTH-SOUTH ROAD, 53.0 FEET SOUTH OF THE
 TG0742'CENTERLINE OF THE EAST-WEST ROAD, 65.0 FEET WEST OF THE CENTERLINE OF
 TG0742'THE NORTH-SOUTH ROAD, 4.5 FEET WEST OF A POWER POLE BRACED BY TWO GUY
 TG0742'WIRES, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TG0742'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TG0742'FOOT, S 35, R 89 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1372 ***********************************************************************
 SN1372  DESIGNATION -  N 247
 SN1372  PID         -  SN1372
 SN1372  STATE/COUNTY-  ND/MCLEAN
 SN1372  USGS QUAD   -  MAKOTI SW (1956)
 SN1372
 SN1372                         *CURRENT SURVEY CONTROL
 SN1372  ___________________________________________________________________
 SN1372* NAD 83(1986)-  47 49 06.     (N)    101 58 47.     (W)     SCALED    
 SN1372* NAVD 88     -       620.439  (meters)    2035.56   (feet)  ADJUSTED  
 SN1372  ___________________________________________________________________
 SN1372  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 SN1372  DYNAMIC HT  -         620.519 (meters)    2035.82  (feet)  COMP
 SN1372  MODELED GRAV-     980,719.7   (mgal)                       NAVD 88
 SN1372
 SN1372  VERT ORDER  -  SECOND    CLASS 0
 SN1372
 SN1372.The horizontal coordinates were scaled from a topographic map and have
 SN1372.an estimated accuracy of +/- 6 seconds.
 SN1372
 SN1372.The orthometric height was determined by differential leveling
 SN1372.and adjusted by the National Geodetic Survey in June 1991..
 SN1372
 SN1372.The geoid height was determined by GEOID03.
 SN1372
 SN1372.The dynamic height is computed by dividing the NAVD 88
 SN1372.geopotential number by the normal gravity value computed on the
 SN1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1372.degrees latitude (g = 980.6199 gals.).
 SN1372
 SN1372.The modeled gravity was interpolated from observed gravity values.
 SN1372
 SN1372;                    North         East    Units  Estimated Accuracy
 SN1372;SPC ND N     -    92,050.      489,200.      MT  (+/- 180 meters Scaled)
 SN1372
 SN1372                          SUPERSEDED SURVEY CONTROL
 SN1372
 SN1372  NGVD 29 (??/??/92)  620.019  (m)         2034.18   (f) ADJ UNCH    2 0
 SN1372
 SN1372.Superseded values are not recommended for survey control.
 SN1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1372.See file dsdata.txt to determine how the superseded data were derived.
 SN1372
 SN1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU769004(NAD 83)
 SN1372_MARKER: DB = BENCH MARK DISK
 SN1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1372_STAMPING: N 247 1963
 SN1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1372+STABILITY: SURFACE MOTION
 SN1372
 SN1372  HISTORY     - Date     Condition        Report By
 SN1372  HISTORY     - 1963     MONUMENTED       CGS
 SN1372
 SN1372                          STATION DESCRIPTION
 SN1372
 SN1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1372'8.0 MI NE FROM RAUB.
 SN1372'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF A
 SN1372'GRAVELED COUNTY ROAD AT RAUB, THENCE 2.0 MILES NORTH ALONG A TRACK
 SN1372'ROAD, THENCE 3.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 56.5 FEET
 SN1372'NORTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 48.0 FEET WEST
 SN1372'OF THE CENTERLINE OF THE GRAVELED ROAD, 29.0 FEET NORTH OF THE
 SN1372'CENTERLINE OF THE TRACK ROAD, 3.8 FEET SOUTHEAST OF A TELEPHONE POLE,
 SN1372'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SN1372'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN1372'FOOT, S 7, R 88 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1180 ***********************************************************************
 SN1180  DESIGNATION -  N 248
 SN1180  PID         -  SN1180
 SN1180  STATE/COUNTY-  ND/MCLEAN
 SN1180  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1180
 SN1180                         *CURRENT SURVEY CONTROL
 SN1180  ___________________________________________________________________
 SN1180* NAD 83(1986)-  47 44 46.     (N)    101 47 10.     (W)     SCALED    
 SN1180* NAVD 88     -       646.834  (meters)    2122.15   (feet)  ADJUSTED  
 SN1180  ___________________________________________________________________
 SN1180  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 SN1180  DYNAMIC HT  -         646.903 (meters)    2122.38  (feet)  COMP
 SN1180  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 SN1180
 SN1180  VERT ORDER  -  SECOND    CLASS 0
 SN1180
 SN1180.The horizontal coordinates were scaled from a topographic map and have
 SN1180.an estimated accuracy of +/- 6 seconds.
 SN1180
 SN1180.The orthometric height was determined by differential leveling
 SN1180.and adjusted by the National Geodetic Survey in June 1991..
 SN1180
 SN1180.The geoid height was determined by GEOID03.
 SN1180
 SN1180.The dynamic height is computed by dividing the NAVD 88
 SN1180.geopotential number by the normal gravity value computed on the
 SN1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1180.degrees latitude (g = 980.6199 gals.).
 SN1180
 SN1180.The modeled gravity was interpolated from observed gravity values.
 SN1180
 SN1180;                    North         East    Units  Estimated Accuracy
 SN1180;SPC ND N     -    83,760.      503,560.      MT  (+/- 180 meters Scaled)
 SN1180
 SN1180                          SUPERSEDED SURVEY CONTROL
 SN1180
 SN1180  NGVD 29 (??/??/92)  646.413  (m)         2120.77   (f) ADJ UNCH    2 0
 SN1180
 SN1180.Superseded values are not recommended for survey control.
 SN1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1180.See file dsdata.txt to determine how the superseded data were derived.
 SN1180
 SN1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT911918(NAD 83)
 SN1180_MARKER: DB = BENCH MARK DISK
 SN1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1180_STAMPING: N 248 1963
 SN1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1180+STABILITY: SURFACE MOTION
 SN1180
 SN1180  HISTORY     - Date     Condition        Report By
 SN1180  HISTORY     - 1963     MONUMENTED       CGS
 SN1180
 SN1180                          STATION DESCRIPTION
 SN1180
 SN1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1180'2.35 MI E FROM ROSEGLEN.
 SN1180'ABOUT 2.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1180'MAIN STREET AT ROSEGLEN, 93 FEET SOUTHEAST OF THE CENTER OF THE
 SN1180'INTERSECTION OF A NORTH-SOUTH ROAD, 76.5 FEET SOUTH OF THE CENTERLINE
 SN1180'OF THE HIGHWAY, 52 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1180'ROAD, 12 FEET EAST OF A FENCE CORNER, 7 FEET WEST OF A POWER POLE, 1.5
 SN1180'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SN1180'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S
 SN1180'11, R 87 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0771 ***********************************************************************
 TG0771  DESIGNATION -  N 249
 TG0771  PID         -  TG0771
 TG0771  STATE/COUNTY-  ND/MOUNTRAIL
 TG0771  USGS QUAD   -  SHELL LAKE (1981)
 TG0771
 TG0771                         *CURRENT SURVEY CONTROL
 TG0771  ___________________________________________________________________
 TG0771* NAD 83(1986)-  48 12 41.     (N)    102 04 25.     (W)     SCALED    
 TG0771* NAVD 88     -       618.088  (meters)    2027.84   (feet)  ADJUSTED  
 TG0771  ___________________________________________________________________
 TG0771  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 TG0771  DYNAMIC HT  -         618.184 (meters)    2028.16  (feet)  COMP
 TG0771  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 TG0771
 TG0771  VERT ORDER  -  SECOND    CLASS 0
 TG0771
 TG0771.The horizontal coordinates were scaled from a topographic map and have
 TG0771.an estimated accuracy of +/- 6 seconds.
 TG0771
 TG0771.The orthometric height was determined by differential leveling
 TG0771.and adjusted by the National Geodetic Survey in June 1991..
 TG0771
 TG0771.The geoid height was determined by GEOID03.
 TG0771
 TG0771.The dynamic height is computed by dividing the NAVD 88
 TG0771.geopotential number by the normal gravity value computed on the
 TG0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0771.degrees latitude (g = 980.6199 gals.).
 TG0771
 TG0771.The modeled gravity was interpolated from observed gravity values.
 TG0771
 TG0771;                    North         East    Units  Estimated Accuracy
 TG0771;SPC ND N     -   135,880.      483,070.      MT  (+/- 180 meters Scaled)
 TG0771
 TG0771                          SUPERSEDED SURVEY CONTROL
 TG0771
 TG0771  NGVD 29 (??/??/92)  617.651  (m)         2026.41   (f) ADJ UNCH    2 0
 TG0771
 TG0771.Superseded values are not recommended for survey control.
 TG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0771.See file dsdata.txt to determine how the superseded data were derived.
 TG0771
 TG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP173439(NAD 83)
 TG0771_MARKER: DB = BENCH MARK DISK
 TG0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0771_STAMPING: N 249 1963
 TG0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0771+STABILITY: SURFACE MOTION
 TG0771
 TG0771  HISTORY     - Date     Condition        Report By
 TG0771  HISTORY     - 1963     MONUMENTED       CGS
 TG0771
 TG0771                          STATION DESCRIPTION
 TG0771
 TG0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0771'9.8 MI S FROM BLAISDELL.
 TG0771'ABOUT 9.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0771'STATION AT BLAISDELL, 59 FEET NORTHWEST OF THE CENTER OF THE
 TG0771'INTERSECTION OF AN EAST-WEST ROAD, 44 FEET WEST OF THE CENTERLINE OF
 TG0771'THE NORTH-SOUTH ROAD, 41 FEET NORTH OF THE CENTERLINE OF THE EASTWEST
 TG0771'ROAD, 3.0 FEET SOUTH OF A POWER POLE, 2.5 FEET NORTHWEST OF A FENCE
 TG0771'CORNER, 3.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TG0771'LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0771'PROJECTING 0.6 FOOT, S 26, R 89 W, T 155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1245 ***********************************************************************
 SN1245  DESIGNATION -  N 250
 SN1245  PID         -  SN1245
 SN1245  STATE/COUNTY-  ND/MCLEAN
 SN1245  USGS QUAD   -  BLUE HILL (1980)
 SN1245
 SN1245                         *CURRENT SURVEY CONTROL
 SN1245  ___________________________________________________________________
 SN1245* NAD 83(1986)-  47 45 39.     (N)    101 40 44.     (W)     SCALED    
 SN1245* NAVD 88     -       645.703  (meters)    2118.44   (feet)  ADJUSTED  
 SN1245  ___________________________________________________________________
 SN1245  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 SN1245  DYNAMIC HT  -         645.771 (meters)    2118.67  (feet)  COMP
 SN1245  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 SN1245
 SN1245  VERT ORDER  -  SECOND    CLASS 0
 SN1245
 SN1245.The horizontal coordinates were scaled from a topographic map and have
 SN1245.an estimated accuracy of +/- 6 seconds.
 SN1245
 SN1245.The orthometric height was determined by differential leveling
 SN1245.and adjusted by the National Geodetic Survey in June 1991..
 SN1245
 SN1245.The geoid height was determined by GEOID03.
 SN1245
 SN1245.The dynamic height is computed by dividing the NAVD 88
 SN1245.geopotential number by the normal gravity value computed on the
 SN1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1245.degrees latitude (g = 980.6199 gals.).
 SN1245
 SN1245.The modeled gravity was interpolated from observed gravity values.
 SN1245
 SN1245;                    North         East    Units  Estimated Accuracy
 SN1245;SPC ND N     -    85,270.      511,630.      MT  (+/- 180 meters Scaled)
 SN1245
 SN1245                          SUPERSEDED SURVEY CONTROL
 SN1245
 SN1245  NGVD 29 (??/??/92)  645.285  (m)         2117.07   (f) ADJ UNCH    2 0
 SN1245
 SN1245.Superseded values are not recommended for survey control.
 SN1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1245.See file dsdata.txt to determine how the superseded data were derived.
 SN1245
 SN1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT992931(NAD 83)
 SN1245_MARKER: DB = BENCH MARK DISK
 SN1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1245_STAMPING: N 250 1963
 SN1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1245+STABILITY: SURFACE MOTION
 SN1245
 SN1245  HISTORY     - Date     Condition        Report By
 SN1245  HISTORY     - 1963     MONUMENTED       CGS
 SN1245
 SN1245                          STATION DESCRIPTION
 SN1245
 SN1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1245'9.0 MI NW FROM EMMET.
 SN1245'ABOUT 8.0 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 SN1245'AT EMMET, THENCE 1.0 MILE NORTH ALONG STATE HIGHWAY 28, 136 FEET
 SN1245'SOUTHEAST OF THE CENTER OF THE T-JUNCTION OF A ROAD LEADING WEST, 100
 SN1245'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 95 FEET SOUTH OF THE
 SN1245'EXTENDED CENTERLINE OF THE ROAD LEADING WEST, 3.5 FEET NORTH OF A
 SN1245'CONCRETE RIGHT-OF-WAY MARKER, 1.3 FEET WEST OF A METAL WITNESS POST,
 SN1245'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1245'PROJECTING 0.6 FOOT, S 3, R 86 W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0085 ***********************************************************************
 TG0085  DESIGNATION -  N 251
 TG0085  PID         -  TG0085
 TG0085  STATE/COUNTY-  ND/BURKE
 TG0085  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0085
 TG0085                         *CURRENT SURVEY CONTROL
 TG0085  ___________________________________________________________________
 TG0085* NAD 83(1986)-  48 36 25.     (N)    102 24 27.     (W)     SCALED    
 TG0085* NAVD 88     -       713.710  (meters)    2341.56   (feet)  ADJUSTED  
 TG0085  ___________________________________________________________________
 TG0085  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0085  DYNAMIC HT  -         713.836 (meters)    2341.98  (feet)  COMP
 TG0085  MODELED GRAV-     980,761.7   (mgal)                       NAVD 88
 TG0085
 TG0085  VERT ORDER  -  SECOND    CLASS 0
 TG0085
 TG0085.The horizontal coordinates were scaled from a topographic map and have
 TG0085.an estimated accuracy of +/- 6 seconds.
 TG0085
 TG0085.The orthometric height was determined by differential leveling
 TG0085.and adjusted by the National Geodetic Survey in June 1991..
 TG0085
 TG0085.The geoid height was determined by GEOID03.
 TG0085
 TG0085.The dynamic height is computed by dividing the NAVD 88
 TG0085.geopotential number by the normal gravity value computed on the
 TG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0085.degrees latitude (g = 980.6199 gals.).
 TG0085
 TG0085.The modeled gravity was interpolated from observed gravity values.
 TG0085
 TG0085;                    North         East    Units  Estimated Accuracy
 TG0085;SPC ND N     -   180,410.      459,350.      MT  (+/- 180 meters Scaled)
 TG0085
 TG0085                          SUPERSEDED SURVEY CONTROL
 TG0085
 TG0085  NGVD 29 (??/??/92)  713.268  (m)         2340.11   (f) ADJ UNCH    2 0
 TG0085
 TG0085.Superseded values are not recommended for survey control.
 TG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0085.See file dsdata.txt to determine how the superseded data were derived.
 TG0085
 TG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP911870(NAD 83)
 TG0085_MARKER: DB = BENCH MARK DISK
 TG0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0085_STAMPING: N 251 1963
 TG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0085+STABILITY: SURFACE MOTION
 TG0085
 TG0085  HISTORY     - Date     Condition        Report By
 TG0085  HISTORY     - 1963     MONUMENTED       CGS
 TG0085  HISTORY     - 1975     GOOD             USGS
 TG0085
 TG0085                          STATION DESCRIPTION
 TG0085
 TG0085'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 TG0085'20.2 MI N FROM STANLEY.
 TG0085'ABOUT 20.2 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0085'STANLEY, ABOUT 0.8 MI. SOUTH OF A GRAVELED ROAD LEADING TO KENASTON,
 TG0085'450 FT. N. OF NW CORNER OF A MARSH, 135 YDS. N. OF A CORNER IN THE ROW
 TG0085'FENCE, 109 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FT. N. OF THE
 TG0085'EASTERLY ONE OF TWO HIGHWAY ROW MARKERS, 1.5 FT. W. OF THE FENCE, 1.5
 TG0085'FT. S. OF WHITE METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY. A
 TG0085'STANDARD TABLET STAMPED AS ABOVE, SET IN A CONCRETE POST PROJECTING
 TG0085'0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0089 ***********************************************************************
 TG0089  DESIGNATION -  N 252
 TG0089  PID         -  TG0089
 TG0089  STATE/COUNTY-  ND/BURKE
 TG0089  USGS QUAD   -  THOMPSON LAKE (1974)
 TG0089
 TG0089                         *CURRENT SURVEY CONTROL
 TG0089  ___________________________________________________________________
 TG0089* NAD 83(1986)-  48 38 00.     (N)    102 24 16.     (W)     SCALED    
 TG0089* NAVD 88     -       710.299  (meters)    2330.37   (feet)  ADJUSTED  
 TG0089  ___________________________________________________________________
 TG0089  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG0089  DYNAMIC HT  -         710.426 (meters)    2330.79  (feet)  COMP
 TG0089  MODELED GRAV-     980,765.0   (mgal)                       NAVD 88
 TG0089
 TG0089  VERT ORDER  -  SECOND    CLASS 0
 TG0089
 TG0089.The horizontal coordinates were scaled from a topographic map and have
 TG0089.an estimated accuracy of +/- 6 seconds.
 TG0089
 TG0089.The orthometric height was determined by differential leveling
 TG0089.and adjusted by the National Geodetic Survey in June 1991..
 TG0089
 TG0089.The geoid height was determined by GEOID03.
 TG0089
 TG0089.The dynamic height is computed by dividing the NAVD 88
 TG0089.geopotential number by the normal gravity value computed on the
 TG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0089.degrees latitude (g = 980.6199 gals.).
 TG0089
 TG0089.The modeled gravity was interpolated from observed gravity values.
 TG0089
 TG0089;                    North         East    Units  Estimated Accuracy
 TG0089;SPC ND N     -   183,340.      459,650.      MT  (+/- 180 meters Scaled)
 TG0089
 TG0089                          SUPERSEDED SURVEY CONTROL
 TG0089
 TG0089  NGVD 29 (??/??/92)  709.855  (m)         2328.92   (f) ADJ UNCH    2 0
 TG0089
 TG0089.Superseded values are not recommended for survey control.
 TG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0089.See file dsdata.txt to determine how the superseded data were derived.
 TG0089
 TG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP912899(NAD 83)
 TG0089_MARKER: DB = BENCH MARK DISK
 TG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0089_STAMPING: N 252 1963
 TG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0089+STABILITY: SURFACE MOTION
 TG0089
 TG0089  HISTORY     - Date     Condition        Report By
 TG0089  HISTORY     - 1963     MONUMENTED       CGS
 TG0089
 TG0089                          STATION DESCRIPTION
 TG0089
 TG0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0089'22.0 MI N FROM STANLEY.
 TG0089'ABOUT 22.0 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0089'STANLEY, ABOUT 1.0 MILE NORTH OF THE JUNCTION OF A GRAVELED ROAD
 TG0089'LEADING EAST TO KENASTON, ON THE OUTSIDE OF A LONG CURVE, 106 FEET
 TG0089'NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING
 TG0089'WEST TO A FIRE TOWER, 46 FEET NORTH OF THE CENTERLINE OF THE ROAD
 TG0089'LEADING WEST, 7 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET SOUTHEAST
 TG0089'OF A FENCE, 2.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET
 TG0089'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0089'PROJECTING 6 INCHES, S 35, R 91 W, T 160 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0724 ***********************************************************************
 TG0724  DESIGNATION -  N 253
 TG0724  PID         -  TG0724
 TG0724  STATE/COUNTY-  ND/MOUNTRAIL
 TG0724  USGS QUAD   -  BELDEN SE (1981)
 TG0724
 TG0724                         *CURRENT SURVEY CONTROL
 TG0724  ___________________________________________________________________
 TG0724* NAD 83(1986)-  48 06 35.     (N)    102 18 36.     (W)     SCALED    
 TG0724* NAVD 88     -       690.693  (meters)    2266.05   (feet)  ADJUSTED  
 TG0724  ___________________________________________________________________
 TG0724  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0724  DYNAMIC HT  -         690.790 (meters)    2266.37  (feet)  COMP
 TG0724  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 TG0724
 TG0724  VERT ORDER  -  SECOND    CLASS 0
 TG0724
 TG0724.The horizontal coordinates were scaled from a topographic map and have
 TG0724.an estimated accuracy of +/- 6 seconds.
 TG0724
 TG0724.The orthometric height was determined by differential leveling
 TG0724.and adjusted by the National Geodetic Survey in June 1991..
 TG0724
 TG0724.The geoid height was determined by GEOID03.
 TG0724
 TG0724.The dynamic height is computed by dividing the NAVD 88
 TG0724.geopotential number by the normal gravity value computed on the
 TG0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0724.degrees latitude (g = 980.6199 gals.).
 TG0724
 TG0724.The modeled gravity was interpolated from observed gravity values.
 TG0724
 TG0724;                    North         East    Units  Estimated Accuracy
 TG0724;SPC ND N     -   124,960.      465,240.      MT  (+/- 180 meters Scaled)
 TG0724
 TG0724                          SUPERSEDED SURVEY CONTROL
 TG0724
 TG0724  NGVD 29 (??/??/92)  690.239  (m)         2264.56   (f) ADJ UNCH    2 0
 TG0724
 TG0724.Superseded values are not recommended for survey control.
 TG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0724.See file dsdata.txt to determine how the superseded data were derived.
 TG0724
 TG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP002319(NAD 83)
 TG0724_MARKER: DB = BENCH MARK DISK
 TG0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0724_STAMPING: N 253 1963
 TG0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0724+STABILITY: SURFACE MOTION
 TG0724
 TG0724  HISTORY     - Date     Condition        Report By
 TG0724  HISTORY     - 1963     MONUMENTED       CGS
 TG0724
 TG0724                          STATION DESCRIPTION
 TG0724
 TG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0724'5.1 MI SE FROM BELDEN.
 TG0724'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0724'BELDEN, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, 41 FEET SOUTHEAST OF
 TG0724'THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH TRACK ROAD, 26 FEET
 TG0724'SOUTH OF THE CENTERLINE OF THE EAST-WEST TRACK ROAD, 34 FEET EAST OF
 TG0724'THE CENTERLINE OF THE NORTH-SOUTH TRACK ROAD, 3.5 FEET NORTHEAST OF A
 TG0724'FENCE CORNER, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TG0724'THE EAST-WEST TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0724'PROJECTING 0.6 FOOT, S 6, R 91 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0376 ***********************************************************************
 TG0376  DESIGNATION -  N 254
 TG0376  PID         -  TG0376
 TG0376  STATE/COUNTY-  ND/BURKE
 TG0376  USGS QUAD   -  VANVILLE NE (1948)
 TG0376
 TG0376                         *CURRENT SURVEY CONTROL
 TG0376  ___________________________________________________________________
 TG0376* NAD 83(1986)-  48 44 05.     (N)    102 15 02.     (W)     SCALED    
 TG0376* NAVD 88     -       603.075  (meters)    1978.59   (feet)  ADJUSTED  
 TG0376  ___________________________________________________________________
 TG0376  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 TG0376  DYNAMIC HT  -         603.196 (meters)    1978.99  (feet)  COMP
 TG0376  MODELED GRAV-     980,790.3   (mgal)                       NAVD 88
 TG0376
 TG0376  VERT ORDER  -  SECOND    CLASS 0
 TG0376
 TG0376.The horizontal coordinates were scaled from a topographic map and have
 TG0376.an estimated accuracy of +/- 6 seconds.
 TG0376
 TG0376.The orthometric height was determined by differential leveling
 TG0376.and adjusted by the National Geodetic Survey in June 1991..
 TG0376
 TG0376.The geoid height was determined by GEOID03.
 TG0376
 TG0376.The dynamic height is computed by dividing the NAVD 88
 TG0376.geopotential number by the normal gravity value computed on the
 TG0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0376.degrees latitude (g = 980.6199 gals.).
 TG0376
 TG0376.The modeled gravity was interpolated from observed gravity values.
 TG0376
 TG0376;                    North         East    Units  Estimated Accuracy
 TG0376;SPC ND N     -   194,340.      471,240.      MT  (+/- 180 meters Scaled)
 TG0376
 TG0376                          SUPERSEDED SURVEY CONTROL
 TG0376
 TG0376  NGVD 29 (??/??/92)  602.663  (m)         1977.24   (f) ADJ UNCH    2 0
 TG0376
 TG0376.Superseded values are not recommended for survey control.
 TG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0376.See file dsdata.txt to determine how the superseded data were derived.
 TG0376
 TG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ021016(NAD 83)
 TG0376_MARKER: DB = BENCH MARK DISK
 TG0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0376_STAMPING: N 254 1963
 TG0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0376+STABILITY: SURFACE MOTION
 TG0376
 TG0376  HISTORY     - Date     Condition        Report By
 TG0376  HISTORY     - 1963     MONUMENTED       CGS
 TG0376
 TG0376                          STATION DESCRIPTION
 TG0376
 TG0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0376'9.4 MI NW FROM KENMARE.
 TG0376'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0376'AT KENMARE, THENCE 4.8 MILES WEST ALONG A GRAVELED ROAD, IN S 29, R 89
 TG0376'W, T 161 N, ABOUT 0.5 MILE WEST OF A GRAVELED ROAD INTERSECTION, ABOUT
 TG0376'0.5 MILE EAST OF THE INTERSECTION OF A GRAVELED ROAD AND A DIRT ROAD
 TG0376'LEADING WEST, 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, 56 FEET
 TG0376'SOUTHWEST OF A TELEPHONE POLE, 11.5 FEET NORTH OF A FENCE CORNER, 2.0
 TG0376'FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 TG0376'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TG0376'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0704 ***********************************************************************
 TE0704  DESIGNATION -  N 255
 TE0704  PID         -  TE0704
 TE0704  STATE/COUNTY-  ND/RAMSEY
 TE0704  USGS QUAD   -  CAMP GRAFTON (1994)
 TE0704
 TE0704                         *CURRENT SURVEY CONTROL
 TE0704  ___________________________________________________________________
 TE0704* NAD 83(1986)-  48 07 08.     (N)    098 52 32.     (W)     SCALED    
 TE0704* NAVD 88     -       443.202  (meters)    1454.07   (feet)  ADJUSTED  
 TE0704  ___________________________________________________________________
 TE0704  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 TE0704  DYNAMIC HT  -         443.281 (meters)    1454.33  (feet)  COMP
 TE0704  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 TE0704
 TE0704  VERT ORDER  -  FIRST     CLASS II
 TE0704
 TE0704.The horizontal coordinates were scaled from a topographic map and have
 TE0704.an estimated accuracy of +/- 6 seconds.
 TE0704
 TE0704.The orthometric height was determined by differential leveling
 TE0704.and adjusted by the National Geodetic Survey in June 1991..
 TE0704
 TE0704.The geoid height was determined by GEOID03.
 TE0704
 TE0704.The dynamic height is computed by dividing the NAVD 88
 TE0704.geopotential number by the normal gravity value computed on the
 TE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0704.degrees latitude (g = 980.6199 gals.).
 TE0704
 TE0704.The modeled gravity was interpolated from observed gravity values.
 TE0704
 TE0704;                    North         East    Units  Estimated Accuracy
 TE0704;SPC ND N     -   125,680.      720,930.      MT  (+/- 180 meters Scaled)
 TE0704
 TE0704                          SUPERSEDED SURVEY CONTROL
 TE0704
 TE0704  NGVD 29 (??/??/92)  442.833  (m)         1452.86   (f) ADJ UNCH    1 2
 TE0704
 TE0704.Superseded values are not recommended for survey control.
 TE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0704.See file dsdata.txt to determine how the superseded data were derived.
 TE0704
 TE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU092295(NAD 83)
 TE0704_MARKER: DB = BENCH MARK DISK
 TE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0704_STAMPING: N 255 1963
 TE0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0704+STABILITY: SURFACE MOTION
 TE0704
 TE0704  HISTORY     - Date     Condition        Report By
 TE0704  HISTORY     - 1963     MONUMENTED       CGS
 TE0704  HISTORY     - 1967     GOOD             NDHD
 TE0704  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE0704
 TE0704                          STATION DESCRIPTION
 TE0704
 TE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0704'0.8 MI NW FROM DEVILS LAKE.
 TE0704'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0704'STATION AT DEVILS LAKE, IN S 33, R 64 W, T 154 N, 224.0 FEET NORTH OF
 TE0704'MILEPOST 86, 339.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 TE0704'BUILDING WHICH HOUSES A RAILWAY REPAIR SHOP, 197.0 FEET NORTHEAST OF
 TE0704'THE NORTHEAST RAIL OF THE MAIN TRACK, 133.0 FEET WEST OF THE WEST RAIL
 TE0704'OF A TRACK LEADING TO THE REPAIR SHOP, 46.5 FEET SOUTHWEST OF THE
 TE0704'CENTERLINE OF A ROAD, 3.5 FEET NORTHWEST OF A TELEGRAPH POLE, 1.5 FEET
 TE0704'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE MAIN TRACK,
 TE0704'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TE0704
 TE0704                          STATION RECOVERY (1967)
 TE0704
 TE0704'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 TE0704'RECOVERED IN GOOD CONDITION.
 TE0704
 TE0704                          STATION RECOVERY (1982)
 TE0704
 TE0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0704'NOT RECOVERED, PROBABLY DESTROYED, THE CONCRETE POST WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1237 ***********************************************************************
 TE1237  DESIGNATION -  N 256
 TE1237  PID         -  TE1237
 TE1237  STATE/COUNTY-  ND/BENSON
 TE1237  USGS QUAD   -  NILES (1971)
 TE1237
 TE1237                         *CURRENT SURVEY CONTROL
 TE1237  ___________________________________________________________________
 TE1237* NAD 83(1986)-  48 16 44.     (N)    099 18 00.     (W)     SCALED    
 TE1237* NAVD 88     -       460.275  (meters)    1510.09   (feet)  ADJUSTED  
 TE1237  ___________________________________________________________________
 TE1237  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 TE1237  DYNAMIC HT  -         460.358 (meters)    1510.36  (feet)  COMP
 TE1237  MODELED GRAV-     980,776.8   (mgal)                       NAVD 88
 TE1237
 TE1237  VERT ORDER  -  FIRST     CLASS II
 TE1237
 TE1237.The horizontal coordinates were scaled from a topographic map and have
 TE1237.an estimated accuracy of +/- 6 seconds.
 TE1237
 TE1237.The orthometric height was determined by differential leveling
 TE1237.and adjusted by the National Geodetic Survey in June 1991..
 TE1237.WARNING-Repeat measurements at this control monument indicate possible
 TE1237.vertical movement.
 TE1237
 TE1237.The geoid height was determined by GEOID03.
 TE1237
 TE1237.The dynamic height is computed by dividing the NAVD 88
 TE1237.geopotential number by the normal gravity value computed on the
 TE1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1237.degrees latitude (g = 980.6199 gals.).
 TE1237
 TE1237.The modeled gravity was interpolated from observed gravity values.
 TE1237
 TE1237;                    North         East    Units  Estimated Accuracy
 TE1237;SPC ND N     -   142,880.      689,060.      MT  (+/- 180 meters Scaled)
 TE1237
 TE1237                          SUPERSEDED SURVEY CONTROL
 TE1237
 TE1237  NGVD 29 (??/??/92)  459.910  (m)         1508.89   (f) ADJ UNCH    1 2
 TE1237
 TE1237.Superseded values are not recommended for survey control.
 TE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1237.See file dsdata.txt to determine how the superseded data were derived.
 TE1237
 TE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU777473(NAD 83)
 TE1237_MARKER: DB = BENCH MARK DISK
 TE1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1237_STAMPING: N 256 1963
 TE1237_MARK LOGO: CGS   
 TE1237_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1237+STABILITY: SURFACE MOTION
 TE1237
 TE1237  HISTORY     - Date     Condition        Report By
 TE1237  HISTORY     - 1963     MONUMENTED       CGS
 TE1237  HISTORY     - 1982     GOOD             NGS
 TE1237
 TE1237                          STATION DESCRIPTION
 TE1237
 TE1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1237'5.2 MI W FROM CHURCHES FERRY.
 TE1237'ABOUT 5.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1237'AT CHURCHES FERRY, ABOUT 0.2 MILE WEST OF MILEPOST 109, 91 FEET
 TE1237'SOUTHEAST OF THE CENTER OF A FARM ROAD CROSSING, BETWEEN THE TRACK AND
 TE1237'U.S. HIGHWAY 2, 102 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50.4
 TE1237'FEET SOUTH OF THE SOUTH RAIL, 63 FEET EAST OF THE CENTERLINE OF THE
 TE1237'ROAD, 4.0 FEET WEST OF THE SIXTH TELEPHONE POLE WEST OF THE MILEPOST
 TE1237'AND IN LINE WITH A ROW OF POLES, 1.7 FEET EAST OF A METAL WITNESS
 TE1237'POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF
 TE1237'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TE1237
 TE1237                          STATION RECOVERY (1982)
 TE1237
 TE1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1237'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1237'6.0 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION OF
 TE1237'U.S. HIGHWAY 281, WHICH IS 1.9 KM (3.7 MI) WEST OF CHURCHS FERRY,
 TE1237'ALSO 0.1 KM (0.05 MI) SOUTH ON HOWERY AVENUE FROM THE POST OFFICE
 TE1237'IN LEEDS TO THE INTERSECTION OF U.S. HIGHWAY 2, THENCE 11.0 KM
 TE1237'(6.85 MI) EAST ALONG HIGHWAY 2 TO THE MARK AT AN ACCESS ROAD, 0.3 KM
 TE1237'(0.2 MI) WEST OF MILEPOST 109, 15.3 METERS (50.4 FT) SOUTH OF THE
 TE1237'SOUTH RAIL OF TRACKS, 19.2 METERS (63.0 FT) EAST OF THE CENTER OF
 TE1237'AN ACCESS ROAD, AND 31.0 METERS (102.0 FT) NORTH OF THE CENTERLINE
 TE1237'OF U.S. HIGHWAY 2.
 TE1237'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TE1237'THE MARK IS 0.3 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0407 ***********************************************************************
 TE0407  DESIGNATION -  N 257
 TE0407  PID         -  TE0407
 TE0407  STATE/COUNTY-  ND/RAMSEY
 TE0407  USGS QUAD   -  BARTLETT (1970)
 TE0407
 TE0407                         *CURRENT SURVEY CONTROL
 TE0407  ___________________________________________________________________
 TE0407* NAD 83(1986)-  48 03 00.     (N)    098 27 57.     (W)     SCALED    
 TE0407* NAVD 88     -       462.180  (meters)    1516.34   (feet)  ADJUSTED  
 TE0407  ___________________________________________________________________
 TE0407  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE0407  DYNAMIC HT  -         462.256 (meters)    1516.58  (feet)  COMP
 TE0407  MODELED GRAV-     980,761.4   (mgal)                       NAVD 88
 TE0407
 TE0407  VERT ORDER  -  FIRST     CLASS II
 TE0407
 TE0407.The horizontal coordinates were scaled from a topographic map and have
 TE0407.an estimated accuracy of +/- 6 seconds.
 TE0407
 TE0407.The orthometric height was determined by differential leveling
 TE0407.and adjusted by the National Geodetic Survey in June 1991..
 TE0407.WARNING-Repeat measurements at this control monument indicate possible
 TE0407.vertical movement.
 TE0407
 TE0407.The geoid height was determined by GEOID03.
 TE0407
 TE0407.The dynamic height is computed by dividing the NAVD 88
 TE0407.geopotential number by the normal gravity value computed on the
 TE0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0407.degrees latitude (g = 980.6199 gals.).
 TE0407
 TE0407.The modeled gravity was interpolated from observed gravity values.
 TE0407
 TE0407;                    North         East    Units  Estimated Accuracy
 TE0407;SPC ND N     -   118,740.      751,630.      MT  (+/- 180 meters Scaled)
 TE0407
 TE0407                          SUPERSEDED SURVEY CONTROL
 TE0407
 TE0407  NGVD 29 (??/??/92)  461.790  (m)         1515.06   (f) ADJ UNCH    1 2
 TE0407
 TE0407.Superseded values are not recommended for survey control.
 TE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0407.See file dsdata.txt to determine how the superseded data were derived.
 TE0407
 TE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU398219(NAD 83)
 TE0407_MARKER: DB = BENCH MARK DISK
 TE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0407_STAMPING: N 257 1963
 TE0407_MARK LOGO: CGS   
 TE0407_PROJECTION: PROJECTING 3 CENTIMETERS
 TE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0407+STABILITY: SURFACE MOTION
 TE0407
 TE0407  HISTORY     - Date     Condition        Report By
 TE0407  HISTORY     - 1963     MONUMENTED       CGS
 TE0407  HISTORY     - 1982     GOOD             NGS
 TE0407
 TE0407                          STATION DESCRIPTION
 TE0407
 TE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0407'1.6 MI W FROM BARTLETT.
 TE0407'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0407'AT BARTLETT, IN S 22, R 61 W, T 153 N, ABOUT 0.3 MILE WEST OF MILEPOST
 TE0407'66, ABOUT 85 YARDS NORTH OF THE TRACK ALONG A GRAVELED ROAD, 48 FEET
 TE0407'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED NORTHSOUTH
 TE0407'ROAD, AND A DIRT ROAD LEADING WEST, 32 FEET WEST OF THE CENTERLINE OF
 TE0407'THE ROAD LEADING SOUTH, 27.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 TE0407'LEADING WEST, 9.0 FEET SOUTH OF A FENCE CORNER, 2.5 FEET EAST OF A
 TE0407'FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 TE0407'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TE0407'INCHES.
 TE0407
 TE0407                          STATION RECOVERY (1982)
 TE0407
 TE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0407'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0407'9.8 KM (6.1 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE0407'ROAD 1 IN LAKOTA, THENCE 1.3 KM (0.85 MI) NORTH ALONG A GRAVEL ROAD TO
 TE0407'THE BURLINGTON RAILROAD CROSSING AND ABOUT 79.2 METERS (260.0 FT)
 TE0407'NORTH OF THE CROSSING AT THE JUNCTION OF A GRAVEL ROAD LEADING EAST,
 TE0407'14.6 METERS (48.0 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TE0407'GRAVEL ROAD LEADING NORTH AND SOUTH AND A GRAVEL ROAD LEADING EAST,
 TE0407'6.7 METERS (32.0 FT) WEST OF THE CENTER OF THE NORTH SOUTH ROAD.
 TE0407'THE MARK IS 0.48 METERS  N FROM A WITNESS POST.
 TE0407'THE MARK IS 0.9 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0353 ***********************************************************************
 TE0353  DESIGNATION -  N 258
 TE0353  PID         -  TE0353
 TE0353  STATE/COUNTY-  ND/RAMSEY
 TE0353  USGS QUAD   -  EDMORE SW (1972)
 TE0353
 TE0353                         *CURRENT SURVEY CONTROL
 TE0353  ___________________________________________________________________
 TE0353* NAD 83(1986)-  48 17 46.     (N)    098 22 44.     (W)     SCALED    
 TE0353* NAVD 88     -       462.758  (meters)    1518.23   (feet)  ADJUSTED  
 TE0353  ___________________________________________________________________
 TE0353  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 TE0353  DYNAMIC HT  -         462.847 (meters)    1518.52  (feet)  COMP
 TE0353  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 TE0353
 TE0353  VERT ORDER  -  SECOND    CLASS 0
 TE0353
 TE0353.The horizontal coordinates were scaled from a topographic map and have
 TE0353.an estimated accuracy of +/- 6 seconds.
 TE0353
 TE0353.The orthometric height was determined by differential leveling
 TE0353.and adjusted by the National Geodetic Survey in June 1991..
 TE0353
 TE0353.The geoid height was determined by GEOID03.
 TE0353
 TE0353.The dynamic height is computed by dividing the NAVD 88
 TE0353.geopotential number by the normal gravity value computed on the
 TE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0353.degrees latitude (g = 980.6199 gals.).
 TE0353
 TE0353.The modeled gravity was interpolated from observed gravity values.
 TE0353
 TE0353;                    North         East    Units  Estimated Accuracy
 TE0353;SPC ND N     -   146,270.      757,350.      MT  (+/- 180 meters Scaled)
 TE0353
 TE0353                          SUPERSEDED SURVEY CONTROL
 TE0353
 TE0353  NGVD 29 (??/??/92)  462.387  (m)         1517.01   (f) ADJ UNCH    2 0
 TE0353
 TE0353.Superseded values are not recommended for survey control.
 TE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0353.See file dsdata.txt to determine how the superseded data were derived.
 TE0353
 TE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU460493(NAD 83)
 TE0353_MARKER: DB = BENCH MARK DISK
 TE0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0353_STAMPING: N 258 1963
 TE0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0353+STABILITY: SURFACE MOTION
 TE0353
 TE0353  HISTORY     - Date     Condition        Report By
 TE0353  HISTORY     - 1963     MONUMENTED       CGS
 TE0353
 TE0353                          STATION DESCRIPTION
 TE0353
 TE0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0353'1.0 MI SW FROM LAWTON.
 TE0353'1.0 MILE WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN RAILWAY
 TE0353'STATION AT LAWTON, IN S 33, R 60 W, T 156 N, ABOUT 100 YARDS SOUTHEAST
 TE0353'OF THE CENTER OF A CURVE IN THE ROAD, AT THE NORTHWEST CORNER OF A
 TE0353'LARGE CEMETERY, 31 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD
 TE0353'LEADING SOUTH, 35 FEET SOUTH OF THE EXTENDED CENTERLINE OF A GRAVELED
 TE0353'ROAD LEADING WEST, 3.3 FEET NORTHEAST OF A FENCE CORNER, 1.5 FEET
 TE0353'NORTH OF AN EAST-WEST FENCE, 1.6 FEET WEST OF A METAL WITNESS POST,
 TE0353'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD LEADING SOUTH, AND SET IN THE
 TE0353'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0938 ***********************************************************************
 TE0938  DESIGNATION -  N 259
 TE0938  PID         -  TE0938
 TE0938  STATE/COUNTY-  ND/CAVALIER
 TE0938  USGS QUAD   -  HAMPDEN (1970)
 TE0938
 TE0938                         *CURRENT SURVEY CONTROL
 TE0938  ___________________________________________________________________
 TE0938* NAD 83(1986)-  48 34 00.     (N)    098 41 18.     (W)     SCALED    
 TE0938* NAVD 88     -       478.775  (meters)    1570.78   (feet)  ADJUSTED  
 TE0938  ___________________________________________________________________
 TE0938  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 TE0938  DYNAMIC HT  -         478.872 (meters)    1571.10  (feet)  COMP
 TE0938  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 TE0938
 TE0938  VERT ORDER  -  SECOND    CLASS 0
 TE0938
 TE0938.The horizontal coordinates were scaled from a topographic map and have
 TE0938.an estimated accuracy of +/- 6 seconds.
 TE0938
 TE0938.The orthometric height was determined by differential leveling
 TE0938.and adjusted by the National Geodetic Survey in June 1991..
 TE0938
 TE0938.The geoid height was determined by GEOID03.
 TE0938
 TE0938.The dynamic height is computed by dividing the NAVD 88
 TE0938.geopotential number by the normal gravity value computed on the
 TE0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0938.degrees latitude (g = 980.6199 gals.).
 TE0938
 TE0938.The modeled gravity was interpolated from observed gravity values.
 TE0938
 TE0938;                    North         East    Units  Estimated Accuracy
 TE0938;SPC ND N     -   175,760.      733,690.      MT  (+/- 180 meters Scaled)
 TE0938
 TE0938                          SUPERSEDED SURVEY CONTROL
 TE0938
 TE0938  NGVD 29 (??/??/92)  478.381  (m)         1569.49   (f) ADJ UNCH    2 0
 TE0938
 TE0938.Superseded values are not recommended for survey control.
 TE0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0938.See file dsdata.txt to determine how the superseded data were derived.
 TE0938
 TE0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU229793(NAD 83)
 TE0938_MARKER: DB = BENCH MARK DISK
 TE0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0938_STAMPING: N 259 1963
 TE0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0938+STABILITY: SURFACE MOTION
 TE0938
 TE0938  HISTORY     - Date     Condition        Report By
 TE0938  HISTORY     - 1963     MONUMENTED       CGS
 TE0938  HISTORY     - 1970     MARK NOT FOUND   USGS
 TE0938
 TE0938                          STATION DESCRIPTION
 TE0938
 TE0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0938'2.5 MI NW FROM HAMPDEN.
 TE0938'ABOUT 2.5 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0938'STATION AT HAMPDEN, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 42, 96.5 FEET
 TE0938'NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 42.2 FEET NORTHEAST
 TE0938'OF THE NORTHEAST RAIL, 25.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TE0938'3.0 FEET NORTHWEST OF A TELEPHONE POLE, 1.7 FEET SOUTHEAST OF A METAL
 TE0938'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 TE0938'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, IN S 30, R 62 W, T 159
 TE0938'N.  NOTE-- TELEPHONE POLES ARE GONE AND THE AREA WHERE MARK WAS HAS
 TE0938'BEEN FILLED WITH SEVERAL FEET OF DIRT.
 TE0938
 TE0938                          STATION RECOVERY (1970)
 TE0938
 TE0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TE0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0086 ***********************************************************************
 RQ0086  DESIGNATION -  N 26
 RQ0086  PID         -  RQ0086
 RQ0086  STATE/COUNTY-  ND/DICKEY
 RQ0086  USGS QUAD   -  OAKES (1952)
 RQ0086
 RQ0086                         *CURRENT SURVEY CONTROL
 RQ0086  ___________________________________________________________________
 RQ0086* NAD 83(1986)-  46 11 47.     (N)    098 06 30.     (W)     SCALED    
 RQ0086* NAVD 88     -       411.769  (meters)    1350.95   (feet)  ADJUSTED  
 RQ0086  ___________________________________________________________________
 RQ0086  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 RQ0086  DYNAMIC HT  -         411.766 (meters)    1350.94  (feet)  COMP
 RQ0086  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RQ0086
 RQ0086  VERT ORDER  -  FIRST     CLASS II
 RQ0086
 RQ0086.The horizontal coordinates were scaled from a topographic map and have
 RQ0086.an estimated accuracy of +/- 6 seconds.
 RQ0086
 RQ0086.The orthometric height was determined by differential leveling
 RQ0086.and adjusted by the National Geodetic Survey in June 1991..
 RQ0086
 RQ0086.The geoid height was determined by GEOID03.
 RQ0086
 RQ0086.The dynamic height is computed by dividing the NAVD 88
 RQ0086.geopotential number by the normal gravity value computed on the
 RQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0086.degrees latitude (g = 980.6199 gals.).
 RQ0086
 RQ0086.The modeled gravity was interpolated from observed gravity values.
 RQ0086
 RQ0086;                    North         East    Units  Estimated Accuracy
 RQ0086;SPC ND S     -    61,690.      784,580.      MT  (+/- 180 meters Scaled)
 RQ0086
 RQ0086                          SUPERSEDED SURVEY CONTROL
 RQ0086
 RQ0086  NGVD 29 (??/??/92)  411.439  (m)         1349.86   (f) ADJ UNCH    1 2
 RQ0086
 RQ0086.Superseded values are not recommended for survey control.
 RQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0086.See file dsdata.txt to determine how the superseded data were derived.
 RQ0086
 RQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS687162(NAD 83)
 RQ0086_MARKER: DB = BENCH MARK DISK
 RQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0086_STAMPING: N 26 1934
 RQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0086+STABILITY: SURFACE MOTION
 RQ0086
 RQ0086  HISTORY     - Date     Condition        Report By
 RQ0086  HISTORY     - 1934     MONUMENTED       CGS
 RQ0086  HISTORY     - 1941     GOOD             NGS
 RQ0086  HISTORY     - 20041201 MARK NOT FOUND   NDWC
 RQ0086
 RQ0086                          STATION DESCRIPTION
 RQ0086
 RQ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RQ0086'4.2 MI N FROM OAKES.
 RQ0086'4.2 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE CITY WATER
 RQ0086'WORKS AT OAKES, DICKEY COUNTY, ABOUT 5 POLES SOUTH OF MILEPOST 11, AT
 RQ0086'A ROAD CROSSING, ABOUT 90 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RQ0086'ABOUT 45 FEET EAST OF THE CENTER LINE OF THE TRACK, 4 FEET NORTH OF A
 RQ0086'POLE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 RQ0086'STAMPED N 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0086
 RQ0086                          STATION RECOVERY (2004)
 RQ0086
 RQ0086'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 RQ0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1078 ***********************************************************************
 TE1078  DESIGNATION -  N 260
 TE1078  PID         -  TE1078
 TE1078  STATE/COUNTY-  ND/CAVALIER
 TE1078  USGS QUAD   -  MUNICH SE (1971)
 TE1078
 TE1078                         *CURRENT SURVEY CONTROL
 TE1078  ___________________________________________________________________
 TE1078* NAD 83(1986)-  48 32 38.     (N)    098 45 28.     (W)     SCALED    
 TE1078* NAVD 88     -       474.581  (meters)    1557.02   (feet)  ADJUSTED  
 TE1078  ___________________________________________________________________
 TE1078  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 TE1078  DYNAMIC HT  -         474.677 (meters)    1557.34  (feet)  COMP
 TE1078  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 TE1078
 TE1078  VERT ORDER  -  SECOND    CLASS 0
 TE1078
 TE1078.The horizontal coordinates were scaled from a topographic map and have
 TE1078.an estimated accuracy of +/- 6 seconds.
 TE1078
 TE1078.The orthometric height was determined by differential leveling
 TE1078.and adjusted by the National Geodetic Survey in June 1991..
 TE1078
 TE1078.The geoid height was determined by GEOID03.
 TE1078
 TE1078.The dynamic height is computed by dividing the NAVD 88
 TE1078.geopotential number by the normal gravity value computed on the
 TE1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1078.degrees latitude (g = 980.6199 gals.).
 TE1078
 TE1078.The modeled gravity was interpolated from observed gravity values.
 TE1078
 TE1078;                    North         East    Units  Estimated Accuracy
 TE1078;SPC ND N     -   173,110.      728,630.      MT  (+/- 180 meters Scaled)
 TE1078
 TE1078                          SUPERSEDED SURVEY CONTROL
 TE1078
 TE1078  NGVD 29 (??/??/92)  474.19   (m)         1555.7    (f) COMPUTED    2 0
 TE1078
 TE1078.Superseded values are not recommended for survey control.
 TE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1078.See file dsdata.txt to determine how the superseded data were derived.
 TE1078
 TE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU178767(NAD 83)
 TE1078_MARKER: DB = BENCH MARK DISK
 TE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1078_STAMPING: N 260 1963
 TE1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1078+STABILITY: SURFACE MOTION
 TE1078
 TE1078  HISTORY     - Date     Condition        Report By
 TE1078  HISTORY     - 1963     MONUMENTED       CGS
 TE1078
 TE1078                          STATION DESCRIPTION
 TE1078
 TE1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1078'5.1 MI W FROM HAMPDEN.
 TE1078'ABOUT 5.1 MILES WEST ALONG THE RAMSEY-CAVALIER COUNTY LINE ROAD FROM
 TE1078'THE GREAT NORTHERN RAILWAY STATION AT HAMPDEN, IN S 34, R 63 W, T 159
 TE1078'N, ABOUT 0.25 MILE WEST OF A LARGE RED BARN NORTH OF THE ROAD, ABOUT
 TE1078'0.1 MILE EAST OF THE CENTER OF A SLIGHT RAVINE, 100 FEET NORTH OF THE
 TE1078'CENTERLINE OF THE ROAD, 2.0 FEET WEST OF THE SECOND POWER POLE EAST OF
 TE1078'THE RAVINE, IN LINE WITH A ROW OF POLES, 1.5 FEET EAST OF A METAL
 TE1078'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TE1078'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0398 ***********************************************************************
 SL0398  DESIGNATION -  N 261
 SL0398  PID         -  SL0398
 SL0398  STATE/COUNTY-  ND/GRAND FORKS
 SL0398  USGS QUAD   -  EMERADO (1979)
 SL0398
 SL0398                         *CURRENT SURVEY CONTROL
 SL0398  ___________________________________________________________________
 SL0398* NAD 83(1986)-  47 55 08.     (N)    097 21 53.     (W)     SCALED    
 SL0398* NAVD 88     -       274.638  (meters)     901.04   (feet)  ADJUSTED  
 SL0398  ___________________________________________________________________
 SL0398  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 SL0398  DYNAMIC HT  -         274.685 (meters)     901.20  (feet)  COMP
 SL0398  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 SL0398
 SL0398  VERT ORDER  -  FIRST     CLASS II
 SL0398
 SL0398.The horizontal coordinates were scaled from a topographic map and have
 SL0398.an estimated accuracy of +/- 6 seconds.
 SL0398
 SL0398.The orthometric height was determined by differential leveling
 SL0398.and adjusted by the National Geodetic Survey in June 1991..
 SL0398
 SL0398.The geoid height was determined by GEOID03.
 SL0398
 SL0398.The dynamic height is computed by dividing the NAVD 88
 SL0398.geopotential number by the normal gravity value computed on the
 SL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0398.degrees latitude (g = 980.6199 gals.).
 SL0398
 SL0398.The modeled gravity was interpolated from observed gravity values.
 SL0398
 SL0398;                    North         East    Units  Estimated Accuracy
 SL0398;SPC ND N     -   106,930.      834,260.      MT  (+/- 180 meters Scaled)
 SL0398
 SL0398                          SUPERSEDED SURVEY CONTROL
 SL0398
 SL0398  NGVD 29 (??/??/92)  274.292  (m)          899.91   (f) ADJ UNCH    1 2
 SL0398
 SL0398.Superseded values are not recommended for survey control.
 SL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0398.See file dsdata.txt to determine how the superseded data were derived.
 SL0398
 SL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU221085(NAD 83)
 SL0398_MARKER: DB = BENCH MARK DISK
 SL0398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0398_SP_SET: ABUTMENT
 SL0398_STAMPING: N 261 1963
 SL0398_MARK LOGO: CGS   
 SL0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0398
 SL0398  HISTORY     - Date     Condition        Report By
 SL0398  HISTORY     - 1963     MONUMENTED       CGS
 SL0398  HISTORY     - 1981     GOOD             NGS
 SL0398
 SL0398                          STATION DESCRIPTION
 SL0398
 SL0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0398'0.25 MI E FROM EMERADO.
 SL0398'ABOUT 0.25 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0398'AT EMERADO, IN S 1, R 53 W, T 151 N, ACROSS THE ROAD FROM MILEPOLE 12,
 SL0398'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 SL0398'RAILROAD BRIDGE NO. 12.0, 7.0 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET
 SL0398'SOUTH OF A METAL GUARD RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 SL0398'TRACK.
 SL0398
 SL0398                          STATION RECOVERY (1981)
 SL0398
 SL0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0398'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY, ADD BURLINGTON
 SL0398'NORTHERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0419 ***********************************************************************
 SL0419  DESIGNATION -  N 262
 SL0419  PID         -  SL0419
 SL0419  STATE/COUNTY-  ND/GRAND FORKS
 SL0419  USGS QUAD   -  ARVILLA (1963)
 SL0419
 SL0419                         *CURRENT SURVEY CONTROL
 SL0419  ___________________________________________________________________
 SL0419* NAD 83(1986)-  47 55 08.     (N)    097 29 50.     (W)     SCALED    
 SL0419* NAVD 88     -       309.280  (meters)    1014.70   (feet)  ADJUSTED  
 SL0419  ___________________________________________________________________
 SL0419  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 SL0419  DYNAMIC HT  -         309.332 (meters)    1014.87  (feet)  COMP
 SL0419  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 SL0419
 SL0419  VERT ORDER  -  FIRST     CLASS II
 SL0419
 SL0419.The horizontal coordinates were scaled from a topographic map and have
 SL0419.an estimated accuracy of +/- 6 seconds.
 SL0419
 SL0419.The orthometric height was determined by differential leveling
 SL0419.and adjusted by the National Geodetic Survey in June 1991..
 SL0419
 SL0419.The geoid height was determined by GEOID03.
 SL0419
 SL0419.The dynamic height is computed by dividing the NAVD 88
 SL0419.geopotential number by the normal gravity value computed on the
 SL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0419.degrees latitude (g = 980.6199 gals.).
 SL0419
 SL0419.The modeled gravity was interpolated from observed gravity values.
 SL0419
 SL0419;                    North         East    Units  Estimated Accuracy
 SL0419;SPC ND N     -   106,540.      824,360.      MT  (+/- 180 meters Scaled)
 SL0419
 SL0419                          SUPERSEDED SURVEY CONTROL
 SL0419
 SL0419  NGVD 29 (??/??/92)  308.926  (m)         1013.53   (f) ADJ UNCH    1 2
 SL0419
 SL0419.Superseded values are not recommended for survey control.
 SL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0419.See file dsdata.txt to determine how the superseded data were derived.
 SL0419
 SL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU122083(NAD 83)
 SL0419_MARKER: DB = BENCH MARK DISK
 SL0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0419_SP_SET: FOUNDATION
 SL0419_STAMPING: N 262 1963
 SL0419_MARK LOGO: CGS   
 SL0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0419
 SL0419  HISTORY     - Date     Condition        Report By
 SL0419  HISTORY     - 1963     MONUMENTED       CGS
 SL0419  HISTORY     - 1981     GOOD             NGS
 SL0419
 SL0419                          STATION DESCRIPTION
 SL0419
 SL0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0419'0.1 MI E FROM ARVILLA.
 SL0419'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0419'AT ARVILLA, IN S 1, R 54 W, T 151 N, 37.5 FEET SOUTH OF THE SOUTH RAIL
 SL0419'OF THE MAIN TRACK, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 SL0419'CONCRETE FOUNDATION OF THE MORE EASTERLY OF TWO PEAVEY GRAIN
 SL0419'ELEVATORS, 0.9 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 SL0419'0.6 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION,
 SL0419'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE MAIN TRACK.
 SL0419
 SL0419                          STATION RECOVERY (1981)
 SL0419
 SL0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0419'RECOVERED THIS DATE, OMIT THE GREAT NORTHERN RAILWAY FROM THE
 SL0419'STATION IN ARVILLA, ADD THE BURLINGTON NORTHERN RAILWAY FROM THE POST
 SL0419'OFFICE IN ARVILLA, OMIT PEAVEY GRAIN ELEVATORS, ADD INTERNATIONAL
 SL0419'MULI-FOODS ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0829 ***********************************************************************
 SL0829  DESIGNATION -  N 263
 SL0829  PID         -  SL0829
 SL0829  STATE/COUNTY-  ND/GRAND FORKS
 SL0829  USGS QUAD   -  NIAGARA (1963)
 SL0829
 SL0829                         *CURRENT SURVEY CONTROL
 SL0829  ___________________________________________________________________
 SL0829* NAD 83(1986)-  47 59 44.     (N)    097 52 07.     (W)     SCALED    
 SL0829* NAVD 88     -       439.728  (meters)    1442.67   (feet)  ADJUSTED  
 SL0829  ___________________________________________________________________
 SL0829  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 SL0829  DYNAMIC HT  -         439.800 (meters)    1442.91  (feet)  COMP
 SL0829  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 SL0829
 SL0829  VERT ORDER  -  FIRST     CLASS II
 SL0829
 SL0829.The horizontal coordinates were scaled from a topographic map and have
 SL0829.an estimated accuracy of +/- 6 seconds.
 SL0829
 SL0829.The orthometric height was determined by differential leveling
 SL0829.and adjusted by the National Geodetic Survey in June 1991..
 SL0829
 SL0829.The geoid height was determined by GEOID03.
 SL0829
 SL0829.The dynamic height is computed by dividing the NAVD 88
 SL0829.geopotential number by the normal gravity value computed on the
 SL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0829.degrees latitude (g = 980.6199 gals.).
 SL0829
 SL0829.The modeled gravity was interpolated from observed gravity values.
 SL0829
 SL0829;                    North         East    Units  Estimated Accuracy
 SL0829;SPC ND N     -   114,040.      796,340.      MT  (+/- 180 meters Scaled)
 SL0829
 SL0829                          SUPERSEDED SURVEY CONTROL
 SL0829
 SL0829  NGVD 29 (??/??/92)  439.354  (m)         1441.45   (f) ADJ UNCH    1 2
 SL0829
 SL0829.Superseded values are not recommended for survey control.
 SL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0829.See file dsdata.txt to determine how the superseded data were derived.
 SL0829
 SL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU844164(NAD 83)
 SL0829_MARKER: DB = BENCH MARK DISK
 SL0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0829_SP_SET: FOUNDATION
 SL0829_STAMPING: N 263 1963
 SL0829_MARK LOGO: CGS   
 SL0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0829
 SL0829  HISTORY     - Date     Condition        Report By
 SL0829  HISTORY     - 1963     MONUMENTED       CGS
 SL0829  HISTORY     - 1982     GOOD             NGS
 SL0829
 SL0829                          STATION DESCRIPTION
 SL0829
 SL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0829'IN NIAGARA.
 SL0829'AT NIAGARA, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 SL0829'FOUNDATION OF NIAGARA CO-OP GRAIN ELEVATOR, 50.5 FEET NORTH OF THE
 SL0829'NORTH RAIL OF THE MAIN TRACK, 1.6 FEET WEST OF THE SOUTHEAST CORNER OF
 SL0829'THE ELEVATOR, 1.6 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE
 SL0829'TRACK.
 SL0829
 SL0829                          STATION RECOVERY (1982)
 SL0829
 SL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0829'RECOVERED THIS DATE, TOO FAR OFF LINE TO LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0602 ***********************************************************************
 TE0602  DESIGNATION -  N 264
 TE0602  PID         -  TE0602
 TE0602  STATE/COUNTY-  ND/NELSON
 TE0602  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0602
 TE0602                         *CURRENT SURVEY CONTROL
 TE0602  ___________________________________________________________________
 TE0602* NAD 83(1986)-  48 03 53.     (N)    098 13 41.     (W)     SCALED    
 TE0602* NAVD 88     -       462.736  (meters)    1518.16   (feet)  ADJUSTED  
 TE0602  ___________________________________________________________________
 TE0602  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 TE0602  DYNAMIC HT  -         462.812 (meters)    1518.41  (feet)  COMP
 TE0602  MODELED GRAV-     980,761.8   (mgal)                       NAVD 88
 TE0602
 TE0602  VERT ORDER  -  SECOND    CLASS 0
 TE0602
 TE0602.The horizontal coordinates were scaled from a topographic map and have
 TE0602.an estimated accuracy of +/- 6 seconds.
 TE0602
 TE0602.The orthometric height was determined by differential leveling
 TE0602.and adjusted by the National Geodetic Survey in June 1991..
 TE0602
 TE0602.The geoid height was determined by GEOID03.
 TE0602
 TE0602.The dynamic height is computed by dividing the NAVD 88
 TE0602.geopotential number by the normal gravity value computed on the
 TE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0602.degrees latitude (g = 980.6199 gals.).
 TE0602
 TE0602.The modeled gravity was interpolated from observed gravity values.
 TE0602
 TE0602;                    North         East    Units  Estimated Accuracy
 TE0602;SPC ND N     -   120,880.      769,300.      MT  (+/- 180 meters Scaled)
 TE0602
 TE0602                          SUPERSEDED SURVEY CONTROL
 TE0602
 TE0602  NGVD 29 (??/??/92)  462.358  (m)         1516.92   (f) ADJ UNCH    2 0
 TE0602
 TE0602.Superseded values are not recommended for survey control.
 TE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0602.See file dsdata.txt to determine how the superseded data were derived.
 TE0602
 TE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU575237(NAD 83)
 TE0602_MARKER: DB = BENCH MARK DISK
 TE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0602_STAMPING: N 264 1963
 TE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0602+STABILITY: SURFACE MOTION
 TE0602
 TE0602  HISTORY     - Date     Condition        Report By
 TE0602  HISTORY     - 1963     MONUMENTED       CGS
 TE0602
 TE0602                          STATION DESCRIPTION
 TE0602
 TE0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0602'2.5 MI N FROM MAPES.
 TE0602'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0602'AT MAPES, THENCE 2.3 MILES NORTH ALONG GRAVELED COUNTY ROAD 22, IN S
 TE0602'16, R 59 W, T 153 N, 82 FEET NORTHWEST OF THE CENTER OF THE
 TE0602'INTERSECTION OF A TRACK ROAD, 75 FEET WEST OF THE CENTERLINE OF THE
 TE0602'ROAD, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD, 1.5 FEET EAST
 TE0602'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE0602'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 TE0602'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0464 ***********************************************************************
 TE0464  DESIGNATION -  N 265
 TE0464  PID         -  TE0464
 TE0464  STATE/COUNTY-  ND/WALSH
 TE0464  USGS QUAD   -  ADAMS SW (1972)
 TE0464
 TE0464                         *CURRENT SURVEY CONTROL
 TE0464  ___________________________________________________________________
 TE0464* NAD 83(1986)-  48 17 47.     (N)    098 13 41.     (W)     SCALED    
 TE0464* NAVD 88     -       466.716  (meters)    1531.22   (feet)  ADJUSTED  
 TE0464  ___________________________________________________________________
 TE0464  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0464  DYNAMIC HT  -         466.805 (meters)    1531.51  (feet)  COMP
 TE0464  MODELED GRAV-     980,785.6   (mgal)                       NAVD 88
 TE0464
 TE0464  VERT ORDER  -  SECOND    CLASS 0
 TE0464
 TE0464.The horizontal coordinates were scaled from a topographic map and have
 TE0464.an estimated accuracy of +/- 6 seconds.
 TE0464
 TE0464.The orthometric height was determined by differential leveling
 TE0464.and adjusted by the National Geodetic Survey in June 1991..
 TE0464
 TE0464.The geoid height was determined by GEOID03.
 TE0464
 TE0464.The dynamic height is computed by dividing the NAVD 88
 TE0464.geopotential number by the normal gravity value computed on the
 TE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0464.degrees latitude (g = 980.6199 gals.).
 TE0464
 TE0464.The modeled gravity was interpolated from observed gravity values.
 TE0464
 TE0464;                    North         East    Units  Estimated Accuracy
 TE0464;SPC ND N     -   146,620.      768,540.      MT  (+/- 180 meters Scaled)
 TE0464
 TE0464                          SUPERSEDED SURVEY CONTROL
 TE0464
 TE0464  NGVD 29 (??/??/92)  466.342  (m)         1529.99   (f) ADJ UNCH    2 0
 TE0464
 TE0464.Superseded values are not recommended for survey control.
 TE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0464.See file dsdata.txt to determine how the superseded data were derived.
 TE0464
 TE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU572495(NAD 83)
 TE0464_MARKER: DB = BENCH MARK DISK
 TE0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0464_STAMPING: N 265 1963
 TE0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0464+STABILITY: SURFACE MOTION
 TE0464
 TE0464  HISTORY     - Date     Condition        Report By
 TE0464  HISTORY     - 1963     MONUMENTED       CGS
 TE0464
 TE0464                          STATION DESCRIPTION
 TE0464
 TE0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0464'9.5 MI N FROM PELTO.
 TE0464'ABOUT 9.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0464'CROSSING AT PELTO, IN S 28, R 59 W, T 156 N, 89 FEET NORTHWEST OF THE
 TE0464'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 75 FEET WEST OF THE
 TE0464'CENTERLINE OF THE ROAD, 47 FEET NORTH OF THE CENTERLINE OF THE
 TE0464'EAST-WEST ROAD, 6.5 FEET NORTH OF POWER POLE NO. D-32-1, 1.5 FEET
 TE0464'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TE0464'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TE0464'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0461 ***********************************************************************
 TE0461  DESIGNATION -  N 266
 TE0461  PID         -  TE0461
 TE0461  STATE/COUNTY-  ND/WALSH
 TE0461  USGS QUAD   -  ADAMS SW (1972)
 TE0461
 TE0461                         *CURRENT SURVEY CONTROL
 TE0461  ___________________________________________________________________
 TE0461* NAD 83(1986)-  48 16 01.     (N)    098 13 42.     (W)     SCALED    
 TE0461* NAVD 88     -       468.146  (meters)    1535.91   (feet)  ADJUSTED  
 TE0461  ___________________________________________________________________
 TE0461  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0461  DYNAMIC HT  -         468.232 (meters)    1536.19  (feet)  COMP
 TE0461  MODELED GRAV-     980,780.9   (mgal)                       NAVD 88
 TE0461
 TE0461  VERT ORDER  -  SECOND    CLASS 0
 TE0461
 TE0461.The horizontal coordinates were scaled from a topographic map and have
 TE0461.an estimated accuracy of +/- 6 seconds.
 TE0461
 TE0461.The orthometric height was determined by differential leveling
 TE0461.and adjusted by the National Geodetic Survey in June 1991..
 TE0461
 TE0461.The geoid height was determined by GEOID03.
 TE0461
 TE0461.The dynamic height is computed by dividing the NAVD 88
 TE0461.geopotential number by the normal gravity value computed on the
 TE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0461.degrees latitude (g = 980.6199 gals.).
 TE0461
 TE0461.The modeled gravity was interpolated from observed gravity values.
 TE0461
 TE0461;                    North         East    Units  Estimated Accuracy
 TE0461;SPC ND N     -   143,350.      768,610.      MT  (+/- 180 meters Scaled)
 TE0461
 TE0461                          SUPERSEDED SURVEY CONTROL
 TE0461
 TE0461  NGVD 29 (??/??/92)  467.770  (m)         1534.68   (f) ADJ UNCH    2 0
 TE0461
 TE0461.Superseded values are not recommended for survey control.
 TE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0461.See file dsdata.txt to determine how the superseded data were derived.
 TE0461
 TE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU572462(NAD 83)
 TE0461_MARKER: DB = BENCH MARK DISK
 TE0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0461_STAMPING: N 266 1963
 TE0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0461+STABILITY: SURFACE MOTION
 TE0461
 TE0461  HISTORY     - Date     Condition        Report By
 TE0461  HISTORY     - 1963     MONUMENTED       CGS
 TE0461
 TE0461                          STATION DESCRIPTION
 TE0461
 TE0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0461'7.5 MI N FROM PELTO.
 TE0461'ABOUT 7.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0461'CROSSING AT PELTO, IN S 10, R 59 W, T 155 N, 68 FEET SOUTHEAST OF THE
 TE0461'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 54 FEET EAST OF THE
 TE0461'CENTERLINE OF THE ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE
 TE0461'EAST-WEST ROAD, 5.0 FEET EAST OF A POWER POLE, 2.0 FEET NORTH OF A
 TE0461'METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH ROAD, AND SET IN
 TE0461'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0635 ***********************************************************************
 TE0635  DESIGNATION -  N 267 RESET
 TE0635  PID         -  TE0635
 TE0635  STATE/COUNTY-  ND/NELSON
 TE0635  USGS QUAD   -  WHITMAN (1971)
 TE0635
 TE0635                         *CURRENT SURVEY CONTROL
 TE0635  ___________________________________________________________________
 TE0635* NAD 83(1986)-  48 09 04.     (N)    098 07 08.     (W)     SCALED    
 TE0635* NAVD 88     -       465.63   (+/-2cm)    1527.7    (feet)  VERTCON   
 TE0635  ___________________________________________________________________
 TE0635  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 TE0635
 TE0635  VERT ORDER  -  THIRD (See Below)
 TE0635
 TE0635.The horizontal coordinates were scaled from a topographic map and have
 TE0635.an estimated accuracy of +/- 6 seconds.
 TE0635
 TE0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0635.The vertical order pertains to the NGVD 29 superseded value.
 TE0635
 TE0635.The geoid height was determined by GEOID03.
 TE0635
 TE0635;                    North         East    Units  Estimated Accuracy
 TE0635;SPC ND N     -   130,720.      777,130.      MT  (+/- 180 meters Scaled)
 TE0635
 TE0635                          SUPERSEDED SURVEY CONTROL
 TE0635
 TE0635  NGVD 29 (??/??/??)  465.25   (m)         1526.4    (f) RESET       3  
 TE0635
 TE0635.Superseded values are not recommended for survey control.
 TE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0635.See file dsdata.txt to determine how the superseded data were derived.
 TE0635
 TE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU655334(NAD 83)
 TE0635_MARKER: DB = BENCH MARK DISK
 TE0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0635_STAMPING: N 267 RESET 1968
 TE0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0635+STABILITY: SURFACE MOTION
 TE0635
 TE0635  HISTORY     - Date     Condition        Report By
 TE0635  HISTORY     - 1968     MONUMENTED       CGS
 TE0635
 TE0635                          STATION DESCRIPTION
 TE0635
 TE0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TE0635'0.6 MI S FROM WHITMAN.
 TE0635'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0635'WHITMAN, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 35, IN S 21, R 58
 TE0635'W, T 154 N, IN THE SOUTHEAST ANGLE OF A CROSSROAD, 147 FEET SOUTH OF
 TE0635'THE CENTER OF AN EAST-WEST GRAVELED ROAD (COUNTY ROAD 1), 100 FEET
 TE0635'EAST OF THE CENTER OF STATE HIGHWAY 35, 1.5 FEET SOUTH OF A METAL
 TE0635'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 TE0635'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0589 ***********************************************************************
 TD0589  DESIGNATION -  N 268
 TD0589  PID         -  TD0589
 TD0589  STATE/COUNTY-  ND/NELSON
 TD0589  USGS QUAD   -  FORDVILLE SW (1971)
 TD0589
 TD0589                         *CURRENT SURVEY CONTROL
 TD0589  ___________________________________________________________________
 TD0589* NAD 83(1986)-  48 02 59.     (N)    097 59 23.     (W)     SCALED    
 TD0589* NAVD 88     -       463.663  (meters)    1521.20   (feet)  ADJUSTED  
 TD0589  ___________________________________________________________________
 TD0589  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 TD0589  DYNAMIC HT  -         463.747 (meters)    1521.48  (feet)  COMP
 TD0589  MODELED GRAV-     980,776.5   (mgal)                       NAVD 88
 TD0589
 TD0589  VERT ORDER  -  SECOND    CLASS 0
 TD0589
 TD0589.The horizontal coordinates were scaled from a topographic map and have
 TD0589.an estimated accuracy of +/- 6 seconds.
 TD0589
 TD0589.The orthometric height was determined by differential leveling
 TD0589.and adjusted by the National Geodetic Survey in June 1991..
 TD0589
 TD0589.The geoid height was determined by GEOID03.
 TD0589
 TD0589.The dynamic height is computed by dividing the NAVD 88
 TD0589.geopotential number by the normal gravity value computed on the
 TD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0589.degrees latitude (g = 980.6199 gals.).
 TD0589
 TD0589.The modeled gravity was interpolated from observed gravity values.
 TD0589
 TD0589;                    North         East    Units  Estimated Accuracy
 TD0589;SPC ND N     -   119,760.      787,110.      MT  (+/- 180 meters Scaled)
 TD0589
 TD0589                          SUPERSEDED SURVEY CONTROL
 TD0589
 TD0589  NGVD 29 (??/??/92)  463.294  (m)         1519.99   (f) ADJ UNCH    2 0
 TD0589
 TD0589.Superseded values are not recommended for survey control.
 TD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0589.See file dsdata.txt to determine how the superseded data were derived.
 TD0589
 TD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752223(NAD 83)
 TD0589_MARKER: DB = BENCH MARK DISK
 TD0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0589_STAMPING: N 268 1963
 TD0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0589+STABILITY: SURFACE MOTION
 TD0589
 TD0589  HISTORY     - Date     Condition        Report By
 TD0589  HISTORY     - 1963     MONUMENTED       CGS
 TD0589
 TD0589                          STATION DESCRIPTION
 TD0589
 TD0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0589'2.9 MI N FROM PETERSBURG.
 TD0589'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TD0589'AT PETERSBURG, THENCE 2.8 MILES NORTH ALONG A GRAVELED COUNTY ROAD, IN
 TD0589'S 28, R 57 W, T 153 N, 67 FEET SOUTHEAST OF THE CENTER OF THE
 TD0589'INTERSECTION OF AN EAST-WEST ROAD, 53 FEET EAST OF THE CENTERLINE OF
 TD0589'THE NORTH-SOUTH ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TD0589'ROAD, 4.0 FEET WEST OF A FENCE CORNER, 1.5 FEET NORTH OF A METAL
 TD0589'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD,
 TD0589'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0494 ***********************************************************************
 TD0494  DESIGNATION -  N 269
 TD0494  PID         -  TD0494
 TD0494  STATE/COUNTY-  ND/GRAND FORKS
 TD0494  USGS QUAD   -  INKSTER (1963)
 TD0494
 TD0494                         *CURRENT SURVEY CONTROL
 TD0494  ___________________________________________________________________
 TD0494* NAD 83(1986)-  48 09 11.     (N)    097 38 38.     (W)     SCALED    
 TD0494* NAVD 88     -       314.607  (meters)    1032.17   (feet)  ADJUSTED  
 TD0494  ___________________________________________________________________
 TD0494  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0494  DYNAMIC HT  -         314.669 (meters)    1032.38  (feet)  COMP
 TD0494  MODELED GRAV-     980,800.2   (mgal)                       NAVD 88
 TD0494
 TD0494  VERT ORDER  -  SECOND    CLASS 0
 TD0494
 TD0494.The horizontal coordinates were scaled from a topographic map and have
 TD0494.an estimated accuracy of +/- 6 seconds.
 TD0494
 TD0494.The orthometric height was determined by differential leveling
 TD0494.and adjusted by the National Geodetic Survey in June 1991..
 TD0494
 TD0494.The geoid height was determined by GEOID03.
 TD0494
 TD0494.The dynamic height is computed by dividing the NAVD 88
 TD0494.geopotential number by the normal gravity value computed on the
 TD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0494.degrees latitude (g = 980.6199 gals.).
 TD0494
 TD0494.The modeled gravity was interpolated from observed gravity values.
 TD0494
 TD0494;                    North         East    Units  Estimated Accuracy
 TD0494;SPC ND N     -   132,140.      812,450.      MT  (+/- 180 meters Scaled)
 TD0494
 TD0494                          SUPERSEDED SURVEY CONTROL
 TD0494
 TD0494  NGVD 29 (??/??/92)  314.263  (m)         1031.04   (f) ADJ UNCH    2 0
 TD0494
 TD0494.Superseded values are not recommended for survey control.
 TD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0494.See file dsdata.txt to determine how the superseded data were derived.
 TD0494
 TD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU008342(NAD 83)
 TD0494_MARKER: DB = BENCH MARK DISK
 TD0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0494_SP_SET: BUILDING
 TD0494_STAMPING: N 269 1963
 TD0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0494
 TD0494  HISTORY     - Date     Condition        Report By
 TD0494  HISTORY     - 1963     MONUMENTED       CGS
 TD0494  HISTORY     - 1964     GOOD             NGS
 TD0494  HISTORY     - 1972     POOR             LOCENG
 TD0494
 TD0494                          STATION DESCRIPTION
 TD0494
 TD0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0494'IN INKSTER.
 TD0494'AT INKSTER, IN S 13, R 55 W, T 154 N, SET VERTICALLY IN THE SOUTH FACE
 TD0494'OF THE SOUTH ROCK WALL OF THE PUBLIC SCHOOL BUILDING, 24.0 FEET EAST
 TD0494'OF THE CENTERLINE OF THE SOUTH ENTRANCE TO THE BUILDING, 4.2 FEET WEST
 TD0494'OF THE SOUTHEAST CORNER OF THE BUILDING, 1.8 FEET ABOVE THE GROUND,
 TD0494'AND ABOUT 3 FEET ABOVE THE LEVEL OF A NORTH-SOUTH STREET.
 TD0494
 TD0494                          STATION RECOVERY (1972)
 TD0494
 TD0494'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 TD0494'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0222 ***********************************************************************
 RQ0222  DESIGNATION -  N 27
 RQ0222  PID         -  RQ0222
 RQ0222  STATE/COUNTY-  ND/LA MOURE
 RQ0222  USGS QUAD   -  ADRIAN (1953)
 RQ0222
 RQ0222                         *CURRENT SURVEY CONTROL
 RQ0222  ___________________________________________________________________
 RQ0222* NAD 83(1986)-  46 34 33.     (N)    098 32 18.     (W)     SCALED    
 RQ0222* NAVD 88     -       414.445  (meters)    1359.72   (feet)  ADJUSTED  
 RQ0222  ___________________________________________________________________
 RQ0222  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 RQ0222  DYNAMIC HT  -         414.449 (meters)    1359.74  (feet)  COMP
 RQ0222  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RQ0222
 RQ0222  VERT ORDER  -  FIRST     CLASS II
 RQ0222
 RQ0222.The horizontal coordinates were scaled from a topographic map and have
 RQ0222.an estimated accuracy of +/- 6 seconds.
 RQ0222
 RQ0222.The orthometric height was determined by differential leveling
 RQ0222.and adjusted by the National Geodetic Survey in June 1991..
 RQ0222
 RQ0222.The geoid height was determined by GEOID03.
 RQ0222
 RQ0222.The dynamic height is computed by dividing the NAVD 88
 RQ0222.geopotential number by the normal gravity value computed on the
 RQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0222.degrees latitude (g = 980.6199 gals.).
 RQ0222
 RQ0222.The modeled gravity was interpolated from observed gravity values.
 RQ0222
 RQ0222;                    North         East    Units  Estimated Accuracy
 RQ0222;SPC ND S     -   102,940.      750,350.      MT  (+/- 180 meters Scaled)
 RQ0222
 RQ0222                          SUPERSEDED SURVEY CONTROL
 RQ0222
 RQ0222  NGVD 29 (??/??/92)  414.085  (m)         1358.54   (f) ADJ UNCH    1 2
 RQ0222
 RQ0222.Superseded values are not recommended for survey control.
 RQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0222.See file dsdata.txt to determine how the superseded data were derived.
 RQ0222
 RQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS353581(NAD 83)
 RQ0222_MARKER: DB = BENCH MARK DISK
 RQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0222_STAMPING: N-27 1934
 RQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0222+STABILITY: SURFACE MOTION
 RQ0222
 RQ0222  HISTORY     - Date     Condition        Report By
 RQ0222  HISTORY     - 1934     MONUMENTED       CGS
 RQ0222  HISTORY     - 1941     GOOD             NGS
 RQ0222
 RQ0222                          STATION DESCRIPTION
 RQ0222
 RQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0222'1.9 MI SW FROM ADRIAN.
 RQ0222'1.9 MILES SOUTHEAST OF RAILROAD WATER TANK AT, ALONG THE NORTHERN
 RQ0222'PACIFIC RAILROAD AT ROAD CROSSING, 7 POLES SOUTHEAST OF MILEPOLE NO.
 RQ0222'28.  SET IN POST, 33 FEET NORTHEAST OF CENTERLINE OF THE TRACKS, 20
 RQ0222'FEET SOUTHEAST OF CENTERLINE OF THE ROAD AND 4 FEET NORTHWEST OF POLE.
 RQ0222'ABOUT 2 FEET ABOVE LEVEL OF TRACKS.
 RQ0222
 RQ0222                          STATION RECOVERY (1941)
 RQ0222
 RQ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RQ0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0835 ***********************************************************************
 TE0835  DESIGNATION -  N 270
 TE0835  PID         -  TE0835
 TE0835  STATE/COUNTY-  ND/RAMSEY
 TE0835  USGS QUAD   -  DERRICK SE (1972)
 TE0835
 TE0835                         *CURRENT SURVEY CONTROL
 TE0835  ___________________________________________________________________
 TE0835* NAD 83(1986)-  48 22 05.     (N)    098 31 47.     (W)     SCALED    
 TE0835* NAVD 88     -       458.259  (meters)    1503.47   (feet)  ADJUSTED  
 TE0835  ___________________________________________________________________
 TE0835  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 TE0835  DYNAMIC HT  -         458.348 (meters)    1503.76  (feet)  COMP
 TE0835  MODELED GRAV-     980,789.6   (mgal)                       NAVD 88
 TE0835
 TE0835  VERT ORDER  -  SECOND    CLASS 0
 TE0835
 TE0835.The horizontal coordinates were scaled from a topographic map and have
 TE0835.an estimated accuracy of +/- 6 seconds.
 TE0835
 TE0835.The orthometric height was determined by differential leveling
 TE0835.and adjusted by the National Geodetic Survey in June 1991..
 TE0835
 TE0835.The geoid height was determined by GEOID03.
 TE0835
 TE0835.The dynamic height is computed by dividing the NAVD 88
 TE0835.geopotential number by the normal gravity value computed on the
 TE0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0835.degrees latitude (g = 980.6199 gals.).
 TE0835
 TE0835.The modeled gravity was interpolated from observed gravity values.
 TE0835
 TE0835;                    North         East    Units  Estimated Accuracy
 TE0835;SPC ND N     -   153,970.      745,960.      MT  (+/- 180 meters Scaled)
 TE0835
 TE0835                          SUPERSEDED SURVEY CONTROL
 TE0835
 TE0835  NGVD 29 (??/??/92)  457.88   (m)         1502.2    (f) COMPUTED    2 0
 TE0835
 TE0835.Superseded values are not recommended for survey control.
 TE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0835.See file dsdata.txt to determine how the superseded data were derived.
 TE0835
 TE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU348573(NAD 83)
 TE0835_MARKER: DB = BENCH MARK DISK
 TE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0835_STAMPING: N 270 1963
 TE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0835+STABILITY: SURFACE MOTION
 TE0835
 TE0835  HISTORY     - Date     Condition        Report By
 TE0835  HISTORY     - 1963     MONUMENTED       CGS
 TE0835
 TE0835                          STATION DESCRIPTION
 TE0835
 TE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0835'6.6 MI SW FROM EDMORE.
 TE0835'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0835'RAILWAY STATION AT EDMORE, THENCE 3.1 MILES WEST ALONG A GRAVELED AND
 TE0835'DIRT ROAD, THENCE 0.7 MILE WEST AND SOUTH ALONG COUNTY ROAD 4, IN S 6,
 TE0835'R 61 W, T 156 N, ON THE OUTSIDE AND NEAR THE SOUTH END OF A LONG CURVE
 TE0835'IN THE WYE FORK OF THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, 125
 TE0835'FEET NORTH OF THE CENTER OF THE JUNCTION OF THE ROADS, 72 FEET WEST OF
 TE0835'THE CENTERLINE OF THE ROAD, 42 FEET EAST OF THE CENTERLINE OF THE ROAD
 TE0835'LEADING NORTH, 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 6 FEET
 TE0835'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0835'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0734 ***********************************************************************
 TE0734  DESIGNATION -  N 271 RESET
 TE0734  PID         -  TE0734
 TE0734  STATE/COUNTY-  ND/RAMSEY
 TE0734  USGS QUAD   -  DERRICK (1972)
 TE0734
 TE0734                         *CURRENT SURVEY CONTROL
 TE0734  ___________________________________________________________________
 TE0734* NAD 83(1986)-  48 29 08.     (N)    098 36 06.     (W)     SCALED    
 TE0734* NAVD 88     -       470.25   (+/-2cm)    1542.8    (feet)  VERTCON   
 TE0734  ___________________________________________________________________
 TE0734  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0734
 TE0734  VERT ORDER  -  THIRD (See Below)
 TE0734
 TE0734.The horizontal coordinates were scaled from a topographic map and have
 TE0734.an estimated accuracy of +/- 6 seconds.
 TE0734
 TE0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0734.The vertical order pertains to the NGVD 29 superseded value.
 TE0734
 TE0734.The geoid height was determined by GEOID03.
 TE0734
 TE0734;                    North         East    Units  Estimated Accuracy
 TE0734;SPC ND N     -   166,900.      740,310.      MT  (+/- 180 meters Scaled)
 TE0734
 TE0734                          SUPERSEDED SURVEY CONTROL
 TE0734
 TE0734  NGVD 29 (??/??/??)  469.86   (m)         1541.5    (f) RESET       3  
 TE0734
 TE0734.Superseded values are not recommended for survey control.
 TE0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0734.See file dsdata.txt to determine how the superseded data were derived.
 TE0734
 TE0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU294703(NAD 83)
 TE0734_MARKER: DB = BENCH MARK DISK
 TE0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0734_STAMPING: N 271 RESET 1970
 TE0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0734+STABILITY: SURFACE MOTION
 TE0734
 TE0734  HISTORY     - Date     Condition        Report By
 TE0734  HISTORY     - 1970     MONUMENTED       NGS
 TE0734
 TE0734                          STATION DESCRIPTION
 TE0734
 TE0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TE0734'2.3 MI W FROM DERRICK.
 TE0734'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0734'STATION AT DERRICK, THENCE 1.5 MILES WEST ALONG COUNTY ROAD 9, AT A
 TE0734'CROSSROAD INTERSECTION, 160 FEET SOUTHWEST OF THE CENTER OF THE
 TE0734'INTERSECTION, 126 FEET WEST OF THE CENTER OF THE GRAVELED ROAD SOUTH,
 TE0734'98 FEET SOUTH OF THE CENTER OF COUNTY ROAD 9, 3 FEET WEST OF A POWER
 TE0734'POLE, 1.4 FEET EAST OF A METAL WITNESS POST, AND SET IN A ROUND
 TE0734'CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0756 ***********************************************************************
 TE0756  DESIGNATION -  N 272
 TE0756  PID         -  TE0756
 TE0756  STATE/COUNTY-  ND/RAMSEY
 TE0756  USGS QUAD   -  DERRICK (1972)
 TE0756
 TE0756                         *CURRENT SURVEY CONTROL
 TE0756  ___________________________________________________________________
 TE0756* NAD 83(1986)-  48 24 48.     (N)    098 36 02.     (W)     SCALED    
 TE0756* NAVD 88     -       462.179  (meters)    1516.33   (feet)  ADJUSTED  
 TE0756  ___________________________________________________________________
 TE0756  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE0756  DYNAMIC HT  -         462.268 (meters)    1516.62  (feet)  COMP
 TE0756  MODELED GRAV-     980,788.7   (mgal)                       NAVD 88
 TE0756
 TE0756  VERT ORDER  -  SECOND    CLASS 0
 TE0756
 TE0756.The horizontal coordinates were scaled from a topographic map and have
 TE0756.an estimated accuracy of +/- 6 seconds.
 TE0756
 TE0756.The orthometric height was determined by differential leveling
 TE0756.and adjusted by the National Geodetic Survey in June 1991..
 TE0756
 TE0756.The geoid height was determined by GEOID03.
 TE0756
 TE0756.The dynamic height is computed by dividing the NAVD 88
 TE0756.geopotential number by the normal gravity value computed on the
 TE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0756.degrees latitude (g = 980.6199 gals.).
 TE0756
 TE0756.The modeled gravity was interpolated from observed gravity values.
 TE0756
 TE0756;                    North         East    Units  Estimated Accuracy
 TE0756;SPC ND N     -   158,870.      740,590.      MT  (+/- 180 meters Scaled)
 TE0756
 TE0756                          SUPERSEDED SURVEY CONTROL
 TE0756
 TE0756  NGVD 29 (??/??/92)  461.79   (m)         1515.1    (f) COMPUTED    2 0
 TE0756
 TE0756.Superseded values are not recommended for survey control.
 TE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0756.See file dsdata.txt to determine how the superseded data were derived.
 TE0756
 TE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU295623(NAD 83)
 TE0756_MARKER: DB = BENCH MARK DISK
 TE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0756_STAMPING: N 272 1963
 TE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0756+STABILITY: SURFACE MOTION
 TE0756
 TE0756  HISTORY     - Date     Condition        Report By
 TE0756  HISTORY     - 1963     MONUMENTED       CGS
 TE0756
 TE0756                          STATION DESCRIPTION
 TE0756
 TE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0756'6.9 MI W FROM EDMORE.
 TE0756'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0756'STATION AT EDMORE, THENCE 6.4 MILES WEST ALONG STATE HIGHWAY 17, IN S
 TE0756'23, R 62 W, T 157 N, 154 FEET SOUTHWEST OF THE CENTER OF A GRAVELED
 TE0756'ROAD INTERSECTION, 122 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 TE0756'98.5 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING SOUTH, 46.0 FEET
 TE0756'SOUTHWEST OF POWER POLE NO. 122, 2.5 FEET NORTHEAST OF A CONCRETE
 TE0756'HIGHWAY RIGHT-OF-WAY MARKER, 1.5 FEET WEST OF A METAL WITNESS POST,
 TE0756'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TE0756'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0830 ***********************************************************************
 TE0830  DESIGNATION -  N 273
 TE0830  PID         -  TE0830
 TE0830  STATE/COUNTY-  ND/RAMSEY
 TE0830  USGS QUAD   -  DERRICK (1972)
 TE0830
 TE0830                         *CURRENT SURVEY CONTROL
 TE0830  ___________________________________________________________________
 TE0830* NAD 83(1986)-  48 22 42.     (N)    098 37 22.     (W)     SCALED    
 TE0830* NAVD 88     -       458.808  (meters)    1505.27   (feet)  ADJUSTED  
 TE0830  ___________________________________________________________________
 TE0830  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 TE0830  DYNAMIC HT  -         458.895 (meters)    1505.56  (feet)  COMP
 TE0830  MODELED GRAV-     980,786.0   (mgal)                       NAVD 88
 TE0830
 TE0830  VERT ORDER  -  SECOND    CLASS 0
 TE0830
 TE0830.The horizontal coordinates were scaled from a topographic map and have
 TE0830.an estimated accuracy of +/- 6 seconds.
 TE0830
 TE0830.The orthometric height was determined by differential leveling
 TE0830.and adjusted by the National Geodetic Survey in June 1991..
 TE0830
 TE0830.The geoid height was determined by GEOID03.
 TE0830
 TE0830.The dynamic height is computed by dividing the NAVD 88
 TE0830.geopotential number by the normal gravity value computed on the
 TE0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0830.degrees latitude (g = 980.6199 gals.).
 TE0830
 TE0830.The modeled gravity was interpolated from observed gravity values.
 TE0830
 TE0830;                    North         East    Units  Estimated Accuracy
 TE0830;SPC ND N     -   154,940.      739,040.      MT  (+/- 180 meters Scaled)
 TE0830
 TE0830                          SUPERSEDED SURVEY CONTROL
 TE0830
 TE0830  NGVD 29 (??/??/92)  458.427  (m)         1504.02   (f) ADJ UNCH    2 0
 TE0830
 TE0830.Superseded values are not recommended for survey control.
 TE0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0830.See file dsdata.txt to determine how the superseded data were derived.
 TE0830
 TE0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU279584(NAD 83)
 TE0830_MARKER: DB = BENCH MARK DISK
 TE0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0830_STAMPING: N 273 1963
 TE0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0830+STABILITY: SURFACE MOTION
 TE0830
 TE0830  HISTORY     - Date     Condition        Report By
 TE0830  HISTORY     - 1963     MONUMENTED       CGS
 TE0830
 TE0830                          STATION DESCRIPTION
 TE0830
 TE0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0830'10.3 MI SW FROM EDMORE.
 TE0830'ABOUT 0.5 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0830'STATION AT EDMORE, THENCE 7.4 MILES WEST ALONG STATE HIGHWAY 17,
 TE0830'THENCE 2.4 MILES SOUTH ALONG A GRAVELED ROAD, IN S 34, R 62 W, T 157
 TE0830'N, ABOUT 0.6 MILE NORTH OF A T-JUNCTION OF ROADS, ABOUT 68 YARDS
 TE0830'SOUTHEAST OF A LARGE ROCK PILE IN A CULTIVATED FIELD, AT THE JUNCTION
 TE0830'OF A DRIVE LEADING WEST TO THE CULTIVATED FIELD, 33 FEET WEST OF THE
 TE0830'CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE DRIVE,
 TE0830'1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 TE0830'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0830'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0843 ***********************************************************************
 TE0843  DESIGNATION -  N 275
 TE0843  PID         -  TE0843
 TE0843  STATE/COUNTY-  ND/RAMSEY
 TE0843  USGS QUAD   -  DERRICK SE (1972)
 TE0843
 TE0843                         *CURRENT SURVEY CONTROL
 TE0843  ___________________________________________________________________
 TE0843* NAD 83(1986)-  48 17 46.     (N)    098 33 07.     (W)     SCALED    
 TE0843* NAVD 88     -       457.067  (meters)    1499.56   (feet)  ADJUSTED  
 TE0843  ___________________________________________________________________
 TE0843  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0843  DYNAMIC HT  -         457.152 (meters)    1499.84  (feet)  COMP
 TE0843  MODELED GRAV-     980,784.0   (mgal)                       NAVD 88
 TE0843
 TE0843  VERT ORDER  -  SECOND    CLASS 0
 TE0843
 TE0843.The horizontal coordinates were scaled from a topographic map and have
 TE0843.an estimated accuracy of +/- 6 seconds.
 TE0843
 TE0843.The orthometric height was determined by differential leveling
 TE0843.and adjusted by the National Geodetic Survey in June 1991..
 TE0843
 TE0843.The geoid height was determined by GEOID03.
 TE0843
 TE0843.The dynamic height is computed by dividing the NAVD 88
 TE0843.geopotential number by the normal gravity value computed on the
 TE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0843.degrees latitude (g = 980.6199 gals.).
 TE0843
 TE0843.The modeled gravity was interpolated from observed gravity values.
 TE0843
 TE0843;                    North         East    Units  Estimated Accuracy
 TE0843;SPC ND N     -   145,930.      744,520.      MT  (+/- 180 meters Scaled)
 TE0843
 TE0843                          SUPERSEDED SURVEY CONTROL
 TE0843
 TE0843  NGVD 29 (??/??/92)  456.691  (m)         1498.33   (f) ADJ UNCH    2 0
 TE0843
 TE0843.Superseded values are not recommended for survey control.
 TE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0843.See file dsdata.txt to determine how the superseded data were derived.
 TE0843
 TE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU332493(NAD 83)
 TE0843_MARKER: DB = BENCH MARK DISK
 TE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0843_STAMPING: N 275 1963
 TE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0843+STABILITY: SURFACE MOTION
 TE0843
 TE0843  HISTORY     - Date     Condition        Report By
 TE0843  HISTORY     - 1963     MONUMENTED       CGS
 TE0843
 TE0843                          STATION DESCRIPTION
 TE0843
 TE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0843'9.0 MI W FROM LAWTON.
 TE0843'ABOUT 9.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0843'RAILWAY STATION AT LAWTON, IN S 36, R 62 W, T 156 N, 106 FEET
 TE0843'SOUTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY ROAD 4 LEADING
 TE0843'SOUTH, 85 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 4, 61 FEET SOUTH
 TE0843'OF THE CENTERLINE OF COUNTY ROAD 8, 31.5 FEET SOUTH OF THE SOUTH END
 TE0843'OF A 24-INCH PIPE CULVERT UNDER COUNTY ROAD 8, 1.7 FEET EAST OF A
 TE0843'METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROADS, AND SET
 TE0843'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1094 ***********************************************************************
 TF1094  DESIGNATION -  N 276
 TF1094  PID         -  TF1094
 TF1094  STATE/COUNTY-  ND/WARD
 TF1094  USGS QUAD   -  DES LACS (1980)
 TF1094
 TF1094                         *CURRENT SURVEY CONTROL
 TF1094  ___________________________________________________________________
 TF1094* NAD 83(1986)-  48 19 28.     (N)    101 30 50.     (W)     SCALED    
 TF1094* NAVD 88     -       499.417  (meters)    1638.50   (feet)  ADJUSTED  
 TF1094  ___________________________________________________________________
 TF1094  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 TF1094  DYNAMIC HT  -         499.505 (meters)    1638.79  (feet)  COMP
 TF1094  MODELED GRAV-     980,771.7   (mgal)                       NAVD 88
 TF1094
 TF1094  VERT ORDER  -  FIRST     CLASS II
 TF1094
 TF1094.The horizontal coordinates were scaled from a topographic map and have
 TF1094.an estimated accuracy of +/- 6 seconds.
 TF1094
 TF1094.The orthometric height was determined by differential leveling
 TF1094.and adjusted by the National Geodetic Survey in June 1991..
 TF1094
 TF1094.The geoid height was determined by GEOID03.
 TF1094
 TF1094.The dynamic height is computed by dividing the NAVD 88
 TF1094.geopotential number by the normal gravity value computed on the
 TF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1094.degrees latitude (g = 980.6199 gals.).
 TF1094
 TF1094.The modeled gravity was interpolated from observed gravity values.
 TF1094
 TF1094;                    North         East    Units  Estimated Accuracy
 TF1094;SPC ND N     -   147,750.      524,820.      MT  (+/- 180 meters Scaled)
 TF1094
 TF1094                          SUPERSEDED SURVEY CONTROL
 TF1094
 TF1094  NGVD 29 (??/??/92)  499.042  (m)         1637.27   (f) ADJ UNCH    1 2
 TF1094
 TF1094.Superseded values are not recommended for survey control.
 TF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1094.See file dsdata.txt to determine how the superseded data were derived.
 TF1094
 TF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU136554(NAD 83)
 TF1094_MARKER: DB = BENCH MARK DISK
 TF1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1094_STAMPING: N 276 1963
 TF1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1094+STABILITY: SURFACE MOTION
 TF1094
 TF1094  HISTORY     - Date     Condition        Report By
 TF1094  HISTORY     - 1963     MONUMENTED       CGS
 TF1094  HISTORY     - 1981     MARK NOT FOUND   NGS
 TF1094
 TF1094                          STATION DESCRIPTION
 TF1094
 TF1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1094'4.25 MI SE FROM FOXHOLM.
 TF1094'4.25 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1094'FOXHOLM, OR 5.8 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1094'STATION AT BURLINGTON, 8 TELEPHONE POLES NORTHWEST OF MILE POST 482,
 TF1094'92 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD CROSSING, 44
 TF1094'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12 1/2 FEET SOUTHEAST OF
 TF1094'TELEPHONE POLE NUMBER 3, 2 FEET NORTHEAST OF A FENCE, 1.8 FEET
 TF1094'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE RAILS, AND SET
 TF1094'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 TF1094
 TF1094                          STATION RECOVERY (1981)
 TF1094
 TF1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1352 ***********************************************************************
 TF1352  DESIGNATION -  N 277
 TF1352  PID         -  TF1352
 TF1352  STATE/COUNTY-  ND/WARD
 TF1352  USGS QUAD   -  DONNYBROOK (1948)
 TF1352
 TF1352                         *CURRENT SURVEY CONTROL
 TF1352  ___________________________________________________________________
 TF1352* NAD 83(1986)-  48 34 22.     (N)    101 59 59.     (W)     SCALED    
 TF1352* NAVD 88     -       548.615  (meters)    1799.91   (feet)  ADJUSTED  
 TF1352  ___________________________________________________________________
 TF1352  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF1352  DYNAMIC HT  -         548.720 (meters)    1800.26  (feet)  COMP
 TF1352  MODELED GRAV-     980,785.4   (mgal)                       NAVD 88
 TF1352
 TF1352  VERT ORDER  -  FIRST     CLASS II
 TF1352
 TF1352.The horizontal coordinates were scaled from a topographic map and have
 TF1352.an estimated accuracy of +/- 6 seconds.
 TF1352
 TF1352.The orthometric height was determined by differential leveling
 TF1352.and adjusted by the National Geodetic Survey in June 1991..
 TF1352
 TF1352.The geoid height was determined by GEOID03.
 TF1352
 TF1352.The dynamic height is computed by dividing the NAVD 88
 TF1352.geopotential number by the normal gravity value computed on the
 TF1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1352.degrees latitude (g = 980.6199 gals.).
 TF1352
 TF1352.The modeled gravity was interpolated from observed gravity values.
 TF1352
 TF1352;                    North         East    Units  Estimated Accuracy
 TF1352;SPC ND N     -   175,950.      489,340.      MT  (+/- 180 meters Scaled)
 TF1352
 TF1352                          SUPERSEDED SURVEY CONTROL
 TF1352
 TF1352  NGVD 29 (??/??/92)  548.219  (m)         1798.62   (f) ADJ UNCH    1 2
 TF1352
 TF1352.Superseded values are not recommended for survey control.
 TF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1352.See file dsdata.txt to determine how the superseded data were derived.
 TF1352
 TF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU787843(NAD 83)
 TF1352_MARKER: DB = BENCH MARK DISK
 TF1352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TF1352_SP_SET: CULVERT HEADWALL
 TF1352_STAMPING: N 277 1963
 TF1352_MARK LOGO: CGS   
 TF1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1352+STABILITY: SURFACE MOTION
 TF1352
 TF1352  HISTORY     - Date     Condition        Report By
 TF1352  HISTORY     - 1963     MONUMENTED       CGS
 TF1352  HISTORY     - 19850523 GOOD             NGS
 TF1352
 TF1352                          STATION DESCRIPTION
 TF1352
 TF1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1352'7.15 MI NW FROM DONNYBROOK.
 TF1352'ABOUT 0.15 MILE SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF1352'RAILROAD STATION AT DONNYBROOK, THENCE 7.0 MILES NORTHWEST ALONG U. S.
 TF1352'HIGHWAY 52, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 TF1352'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 TF1352'A CONCRETE CULVERT, 53 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED
 TF1352'ROAD, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 TF1352
 TF1352                          STATION RECOVERY (1985)
 TF1352
 TF1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 TF1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2397 ***********************************************************************
 TF2397  DESIGNATION -  N 277 RESET
 TF2397  PID         -  TF2397
 TF2397  STATE/COUNTY-  ND/WARD
 TF2397  USGS QUAD   -  DONNYBROOK (1948)
 TF2397
 TF2397                         *CURRENT SURVEY CONTROL
 TF2397  ___________________________________________________________________
 TF2397* NAD 83(1986)-  48 34 22.     (N)    101 59 59.     (W)     SCALED    
 TF2397* NAVD 88     -       548.98   (meters)    1801.1    (feet)  RESET     
 TF2397  ___________________________________________________________________
 TF2397  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TF2397
 TF2397  VERT ORDER  -  THIRD
 TF2397
 TF2397.The horizontal coordinates were scaled from a topographic map and have
 TF2397.an estimated accuracy of +/- 6 seconds.
 TF2397
 TF2397.The orthometric height was computed from unverified reset data.
 TF2397.No vertical observational check was made to the station.
 TF2397
 TF2397.The geoid height was determined by GEOID03.
 TF2397
 TF2397;                    North         East    Units  Estimated Accuracy
 TF2397;SPC ND N     -   175,950.      489,340.      MT  (+/- 180 meters Scaled)
 TF2397
 TF2397                          SUPERSEDED SURVEY CONTROL
 TF2397
 TF2397  NGVD 29 (11/04/04)  548.59   (m)         1799.8    (f) RESET       3  
 TF2397
 TF2397.Superseded values are not recommended for survey control.
 TF2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2397.See file dsdata.txt to determine how the superseded data were derived.
 TF2397
 TF2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU787843(NAD 83)
 TF2397_MARKER: DV = VERTICAL CONTROL DISK
 TF2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2397_SP_SET: CONCRETE POST
 TF2397_STAMPING: N 277 RESET 1985
 TF2397_MARK LOGO: NGS   
 TF2397_MAGNETIC: N = NO MAGNETIC MATERIAL
 TF2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2397+STABILITY: SURFACE MOTION
 TF2397
 TF2397  HISTORY     - Date     Condition        Report By
 TF2397  HISTORY     - 1985     MONUMENTED       NGS
 TF2397
 TF2397                          STATION DESCRIPTION
 TF2397
 TF2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TF2397'0.15 MILE (0.24 KM) SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TF2397'RAILROAD STATION IN DONNYBROOK, THENCE 7.0 MILES (11.3 KM) NORTHWEST
 TF2397'ALONG HIGHWAY 52, 54.3 M (178.1 FT) WEST-SOUTHWEST OF CENTERLINE OF
 TF2397'HIGHWAY 52, 16 M (52.5 FT) SOUTH OF CENTERLINE OF OLD CONCRETE
 TF2397'BRIDGE, 10 M (32.8 FT) NORTH OF CENTERLINE OF A GRAVELED ROAD, 0.6 M
 TF2397'(2.0 FT) SOUTHEAST OF CORNER POST, 0.3 M (1.0 FT) NORTH OF WITNESS
 TF2397'POST, PROJECTING 15 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1196 ***********************************************************************
 TF1196  DESIGNATION -  N 278
 TF1196  PID         -  TF1196
 TF1196  STATE/COUNTY-  ND/RENVILLE
 TF1196  USGS QUAD   -  CARPIO (1979)
 TF1196
 TF1196                         *CURRENT SURVEY CONTROL
 TF1196  ___________________________________________________________________
 TF1196* NAD 83(1986)-  48 29 24.     (N)    101 42 45.     (W)     SCALED    
 TF1196* NAVD 88     -       564.839  (meters)    1853.14   (feet)  ADJUSTED  
 TF1196  ___________________________________________________________________
 TF1196  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 TF1196  DYNAMIC HT  -         564.948 (meters)    1853.50  (feet)  COMP
 TF1196  MODELED GRAV-     980,785.5   (mgal)                       NAVD 88
 TF1196
 TF1196  VERT ORDER  -  SECOND    CLASS 0
 TF1196
 TF1196.The horizontal coordinates were scaled from a topographic map and have
 TF1196.an estimated accuracy of +/- 6 seconds.
 TF1196
 TF1196.The orthometric height was determined by differential leveling
 TF1196.and adjusted by the National Geodetic Survey in June 1991..
 TF1196
 TF1196.The geoid height was determined by GEOID03.
 TF1196
 TF1196.The dynamic height is computed by dividing the NAVD 88
 TF1196.geopotential number by the normal gravity value computed on the
 TF1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1196.degrees latitude (g = 980.6199 gals.).
 TF1196
 TF1196.The modeled gravity was interpolated from observed gravity values.
 TF1196
 TF1196;                    North         East    Units  Estimated Accuracy
 TF1196;SPC ND N     -   166,370.      510,380.      MT  (+/- 180 meters Scaled)
 TF1196
 TF1196                          SUPERSEDED SURVEY CONTROL
 TF1196
 TF1196  NGVD 29 (??/??/92)  564.462  (m)         1851.91   (f) ADJ UNCH    2 0
 TF1196
 TF1196.Superseded values are not recommended for survey control.
 TF1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1196.See file dsdata.txt to determine how the superseded data were derived.
 TF1196
 TF1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU995743(NAD 83)
 TF1196_MARKER: DB = BENCH MARK DISK
 TF1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1196_STAMPING: N 278 1963
 TF1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1196+STABILITY: SURFACE MOTION
 TF1196
 TF1196  HISTORY     - Date     Condition        Report By
 TF1196  HISTORY     - 1963     MONUMENTED       CGS
 TF1196
 TF1196                          STATION DESCRIPTION
 TF1196
 TF1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1196'3.4 MI N FROM CARPIO.
 TF1196'0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1196'CARPIO, THENCE 3.2 MILES NORTH ALONG STATE HIGHWAY 28, 0.15 MILES
 TF1196'NORTH OF A ROAD INTERSECTION, 77 FEET EAST OF THE CENTER LINE OF THE
 TF1196'HIGHWAY, 6 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A METAL
 TF1196'WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 TF1196'TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1482 ***********************************************************************
 TF1482  DESIGNATION -  N 279
 TF1482  PID         -  TF1482
 TF1482  STATE/COUNTY-  ND/RENVILLE
 TF1482  USGS QUAD   -  GRANO NE (1949)
 TF1482
 TF1482                         *CURRENT SURVEY CONTROL
 TF1482  ___________________________________________________________________
 TF1482* NAD 83(1986)-  48 41 25.     (N)    101 31 00.     (W)     SCALED    
 TF1482* NAVD 88     -       505.227  (meters)    1657.57   (feet)  ADJUSTED  
 TF1482  ___________________________________________________________________
 TF1482  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 TF1482  DYNAMIC HT  -         505.332 (meters)    1657.91  (feet)  COMP
 TF1482  MODELED GRAV-     980,802.0   (mgal)                       NAVD 88
 TF1482
 TF1482  VERT ORDER  -  SECOND    CLASS 0
 TF1482
 TF1482.The horizontal coordinates were scaled from a topographic map and have
 TF1482.an estimated accuracy of +/- 6 seconds.
 TF1482
 TF1482.The orthometric height was determined by differential leveling
 TF1482.and adjusted by the National Geodetic Survey in June 1991..
 TF1482
 TF1482.The geoid height was determined by GEOID03.
 TF1482
 TF1482.The dynamic height is computed by dividing the NAVD 88
 TF1482.geopotential number by the normal gravity value computed on the
 TF1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1482.degrees latitude (g = 980.6199 gals.).
 TF1482
 TF1482.The modeled gravity was interpolated from observed gravity values.
 TF1482
 TF1482;                    North         East    Units  Estimated Accuracy
 TF1482;SPC ND N     -   188,430.      525,150.      MT  (+/- 180 meters Scaled)
 TF1482
 TF1482                          SUPERSEDED SURVEY CONTROL
 TF1482
 TF1482  NGVD 29 (??/??/92)  504.864  (m)         1656.37   (f) ADJ UNCH    2 0
 TF1482
 TF1482.Superseded values are not recommended for survey control.
 TF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1482.See file dsdata.txt to determine how the superseded data were derived.
 TF1482
 TF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU147960(NAD 83)
 TF1482_MARKER: DB = BENCH MARK DISK
 TF1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1482_STAMPING: N 279 1963
 TF1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1482+STABILITY: SURFACE MOTION
 TF1482
 TF1482  HISTORY     - Date     Condition        Report By
 TF1482  HISTORY     - 1963     MONUMENTED       CGS
 TF1482
 TF1482                          STATION DESCRIPTION
 TF1482
 TF1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1482'5.45 MI S FROM MOHALL.
 TF1482'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST FFICE AT
 TF1482'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, 99 FEET SOUTHEAST
 TF1482'OF THE CENTER OF A ROAD INTERSECTION, 73 FEET EAST OF THE CENTER LINE
 TF1482'OF THE ROAD, 68 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD, 7 FEET
 TF1482'SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 TF1482'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 TF1482'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0052 ***********************************************************************
 TG0052  DESIGNATION -  N 280
 TG0052  PID         -  TG0052
 TG0052  STATE/COUNTY-  ND/BURKE
 TG0052  USGS QUAD   -  COTEAU (1948)
 TG0052
 TG0052                         *CURRENT SURVEY CONTROL
 TG0052  ___________________________________________________________________
 TG0052* NAD 83(1986)-  48 51 14.     (N)    102 19 40.     (W)     SCALED    
 TG0052* NAVD 88     -       599.327  (meters)    1966.29   (feet)  ADJUSTED  
 TG0052  ___________________________________________________________________
 TG0052  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0052  DYNAMIC HT  -         599.457 (meters)    1966.72  (feet)  COMP
 TG0052  MODELED GRAV-     980,806.9   (mgal)                       NAVD 88
 TG0052
 TG0052  VERT ORDER  -  FIRST     CLASS II
 TG0052
 TG0052.The horizontal coordinates were scaled from a topographic map and have
 TG0052.an estimated accuracy of +/- 6 seconds.
 TG0052
 TG0052.The orthometric height was determined by differential leveling
 TG0052.and adjusted by the National Geodetic Survey in June 1991..
 TG0052
 TG0052.The geoid height was determined by GEOID03.
 TG0052
 TG0052.The dynamic height is computed by dividing the NAVD 88
 TG0052.geopotential number by the normal gravity value computed on the
 TG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0052.degrees latitude (g = 980.6199 gals.).
 TG0052
 TG0052.The modeled gravity was interpolated from observed gravity values.
 TG0052
 TG0052;                    North         East    Units  Estimated Accuracy
 TG0052;SPC ND N     -   207,720.      465,880.      MT  (+/- 180 meters Scaled)
 TG0052
 TG0052                          SUPERSEDED SURVEY CONTROL
 TG0052
 TG0052  NGVD 29 (??/??/92)  598.920  (m)         1964.96   (f) ADJ UNCH    1 2
 TG0052
 TG0052.Superseded values are not recommended for survey control.
 TG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0052.See file dsdata.txt to determine how the superseded data were derived.
 TG0052
 TG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ960146(NAD 83)
 TG0052_MARKER: DB = BENCH MARK DISK
 TG0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0052_STAMPING: N 280 1963
 TG0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0052+STABILITY: SURFACE MOTION
 TG0052
 TG0052  HISTORY     - Date     Condition        Report By
 TG0052  HISTORY     - 1963     MONUMENTED       CGS
 TG0052
 TG0052                          STATION DESCRIPTION
 TG0052
 TG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0052'4.3 MI SE FROM FLAXTON.
 TG0052'ABOUT 4.3 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0052'AT FLAXTON, OR 5.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM
 TG0052'THE STATION AT BOWBELLS, IN SECTION 15, T 162 N, R 90 W, 4 POLES
 TG0052'NORTHWEST OF MILE POST 536, AT A CROSSING OF THE RAILROAD AND A ROAD,
 TG0052'IN LINE WITH A ROW OF POLES, 212 FEET WEST OF THE CENTER OF THE
 TG0052'CROSSING, 97 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET NORTHWEST OF
 TG0052'A TELEPHONE POLE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4
 TG0052'FEET BELOW THE LEVEL OF THE RAILS, AND SET IN THE TOP OF A CONCRETE
 TG0052'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0243 ***********************************************************************
 TG0243  DESIGNATION -  N 281
 TG0243  PID         -  TG0243
 TG0243  STATE/COUNTY-  ND/BURKE
 TG0243  USGS QUAD   -  NORTHGATE (1949)
 TG0243
 TG0243                         *CURRENT SURVEY CONTROL
 TG0243  ___________________________________________________________________
 TG0243* NAD 83(1986)-  48 53 39.     (N)    102 15 41.     (W)     SCALED    
 TG0243* NAVD 88     -       586.956  (meters)    1925.70   (feet)  ADJUSTED  
 TG0243  ___________________________________________________________________
 TG0243  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 TG0243  DYNAMIC HT  -         587.084 (meters)    1926.12  (feet)  COMP
 TG0243  MODELED GRAV-     980,808.9   (mgal)                       NAVD 88
 TG0243
 TG0243  VERT ORDER  -  SECOND    CLASS 0
 TG0243
 TG0243.The horizontal coordinates were scaled from a topographic map and have
 TG0243.an estimated accuracy of +/- 6 seconds.
 TG0243
 TG0243.The orthometric height was determined by differential leveling
 TG0243.and adjusted by the National Geodetic Survey in June 1991..
 TG0243
 TG0243.The geoid height was determined by GEOID03.
 TG0243
 TG0243.The dynamic height is computed by dividing the NAVD 88
 TG0243.geopotential number by the normal gravity value computed on the
 TG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0243.degrees latitude (g = 980.6199 gals.).
 TG0243
 TG0243.The modeled gravity was interpolated from observed gravity values.
 TG0243
 TG0243;                    North         East    Units  Estimated Accuracy
 TG0243;SPC ND N     -   212,090.      470,850.      MT  (+/- 180 meters Scaled)
 TG0243
 TG0243                          SUPERSEDED SURVEY CONTROL
 TG0243
 TG0243  NGVD 29 (??/??/92)  586.548  (m)         1924.37   (f) ADJ UNCH    2 0
 TG0243
 TG0243.Superseded values are not recommended for survey control.
 TG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0243.See file dsdata.txt to determine how the superseded data were derived.
 TG0243
 TG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ007193(NAD 83)
 TG0243_MARKER: DB = BENCH MARK DISK
 TG0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0243_STAMPING: N 281 1963
 TG0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0243+STABILITY: SURFACE MOTION
 TG0243
 TG0243  HISTORY     - Date     Condition        Report By
 TG0243  HISTORY     - 1963     MONUMENTED       CGS
 TG0243
 TG0243                          STATION DESCRIPTION
 TG0243
 TG0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0243'6.15 MI E FROM FLAXTON.
 TG0243'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0243'AT FLAXTON, THENCE 5.75 MILES EAST ALONG U.S. HIGHWAY 52 AND STATE
 TG0243'HIGHWAY 5, OR 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO
 TG0243'LINE RAILROAD FROM THE STATION AT BOWBELLS, THENCE 7.0 MILES NORTH
 TG0243'ALONG U.S. HIGHWAY 52 AND STATE HIGHWAYS 5 AND 8, AT THE INTERSECTION
 TG0243'OF STATE HIGHWAY 8, IN SECTION 32, T 163 N, R 89 W, 154 FEET NORTHEAST
 TG0243'OF THE CENTER OF THE INTERSECTION, 124 FEET NORTH OF THE CENTER LINE
 TG0243'OF U.S. HIGHWAY 52, 108 FEET EAST OF THE CENTER LINE OF HIGHWAY 8, 4
 TG0243'1/2 FEET EAST OF A POWER POLE BRACED BY A GUY WIRE, 1.1 FEET SOUTH OF
 TG0243'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAYS,
 TG0243'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1377 ***********************************************************************
 TF1377  DESIGNATION -  N 282
 TF1377  PID         -  TF1377
 TF1377  STATE/COUNTY-  ND/RENVILLE
 TF1377  USGS QUAD   -  TOLLEY (1980)
 TF1377
 TF1377                         *CURRENT SURVEY CONTROL
 TF1377  ___________________________________________________________________
 TF1377* NAD 83(1986)-  48 43 38.     (N)    101 48 07.     (W)     SCALED    
 TF1377* NAVD 88     -       556.549  (meters)    1825.94   (feet)  ADJUSTED  
 TF1377  ___________________________________________________________________
 TF1377  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 TF1377  DYNAMIC HT  -         556.674 (meters)    1826.35  (feet)  COMP
 TF1377  MODELED GRAV-     980,816.7   (mgal)                       NAVD 88
 TF1377
 TF1377  VERT ORDER  -  SECOND    CLASS 0
 TF1377
 TF1377.The horizontal coordinates were scaled from a topographic map and have
 TF1377.an estimated accuracy of +/- 6 seconds.
 TF1377
 TF1377.The orthometric height was determined by differential leveling
 TF1377.and adjusted by the National Geodetic Survey in June 1991..
 TF1377
 TF1377.The geoid height was determined by GEOID03.
 TF1377
 TF1377.The dynamic height is computed by dividing the NAVD 88
 TF1377.geopotential number by the normal gravity value computed on the
 TF1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1377.degrees latitude (g = 980.6199 gals.).
 TF1377
 TF1377.The modeled gravity was interpolated from observed gravity values.
 TF1377
 TF1377;                    North         East    Units  Estimated Accuracy
 TF1377;SPC ND N     -   192,850.      504,220.      MT  (+/- 180 meters Scaled)
 TF1377
 TF1377                          SUPERSEDED SURVEY CONTROL
 TF1377
 TF1377  NGVD 29 (??/??/92)  556.178  (m)         1824.73   (f) ADJ UNCH    2 0
 TF1377
 TF1377.Superseded values are not recommended for survey control.
 TF1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1377.See file dsdata.txt to determine how the superseded data were derived.
 TF1377
 TF1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV939009(NAD 83)
 TF1377_MARKER: DB = BENCH MARK DISK
 TF1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1377_STAMPING: N 282 1963
 TF1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1377+STABILITY: SURFACE MOTION
 TF1377
 TF1377  HISTORY     - Date     Condition        Report By
 TF1377  HISTORY     - 1963     MONUMENTED       CGS
 TF1377
 TF1377                          STATION DESCRIPTION
 TF1377
 TF1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1377'1.3 MI E FROM TOLLEY.
 TF1377'ABOUT 1.3 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1377'TOLLEY, IN SECTION 35, T 161 N, R 86 W, 2 POLES EAST OF A TRAIL ROAD
 TF1377'CROSSING, 9 POLES EAST OF MILE POST 590, 40 1/2 FEET NORTH OF THE
 TF1377'NORTH RAIL, 6 FEET SOUTH OF A FENCE, 5 FEET WEST OF A POLE, 1.7 FEET
 TF1377'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 TF1377'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1430 ***********************************************************************
 TF1430  DESIGNATION -  N 283
 TF1430  PID         -  TF1430
 TF1430  STATE/COUNTY-  ND/RENVILLE
 TF1430  USGS QUAD   -  MOHALL (1980)
 TF1430
 TF1430                         *CURRENT SURVEY CONTROL
 TF1430  ___________________________________________________________________
 TF1430* NAD 83(1986)-  48 45 50.     (N)    101 32 02.     (W)     SCALED    
 TF1430* NAVD 88     -       502.994  (meters)    1650.24   (feet)  ADJUSTED  
 TF1430  ___________________________________________________________________
 TF1430  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 TF1430  DYNAMIC HT  -         503.102 (meters)    1650.59  (feet)  COMP
 TF1430  MODELED GRAV-     980,808.7   (mgal)                       NAVD 88
 TF1430
 TF1430  VERT ORDER  -  SECOND    CLASS 0
 TF1430
 TF1430.This mark is at Mohall Airport (HBC)
 TF1430
 TF1430.The horizontal coordinates were scaled from a topographic map and have
 TF1430.an estimated accuracy of +/- 6 seconds.
 TF1430
 TF1430.The orthometric height was determined by differential leveling
 TF1430.and adjusted by the National Geodetic Survey in June 1991..
 TF1430
 TF1430.The geoid height was determined by GEOID03.
 TF1430
 TF1430.The dynamic height is computed by dividing the NAVD 88
 TF1430.geopotential number by the normal gravity value computed on the
 TF1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1430.degrees latitude (g = 980.6199 gals.).
 TF1430
 TF1430.The modeled gravity was interpolated from observed gravity values.
 TF1430
 TF1430;                    North         East    Units  Estimated Accuracy
 TF1430;SPC ND N     -   196,630.      523,990.      MT  (+/- 180 meters Scaled)
 TF1430
 TF1430                          SUPERSEDED SURVEY CONTROL
 TF1430
 TF1430  NGVD 29 (??/??/92)  502.621  (m)         1649.02   (f) ADJ UNCH    2 0
 TF1430
 TF1430.Superseded values are not recommended for survey control.
 TF1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1430.See file dsdata.txt to determine how the superseded data were derived.
 TF1430
 TF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV137043(NAD 83)
 TF1430_MARKER: DB = BENCH MARK DISK
 TF1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1430_STAMPING: N 283 1963
 TF1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1430+STABILITY: SURFACE MOTION
 TF1430
 TF1430  HISTORY     - Date     Condition        Report By
 TF1430  HISTORY     - 1963     MONUMENTED       CGS
 TF1430
 TF1430                          STATION DESCRIPTION
 TF1430
 TF1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1430'1.05 MI W FROM MOHALL.
 TF1430'ABOUT 1.05 MILES ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT MOHALL,
 TF1430'IN SECTION 14, T 161 N, R 84 W, 6.8 FEET NORTHEAST OF THE SOUTHWEST
 TF1430'LEG OF A BEACON TOWER, 6.4 FEET NORTHWEST OF THE SOUTHEAST LEG OF THE
 TF1430'TOWER, 22.3 FEET WEST-SOUTHWEST OF THE CORNER OF A HANGER, 211 FEET
 TF1430'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL
 TF1430'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TF1430'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0697 ***********************************************************************
 TF0697  DESIGNATION -  N 284
 TF0697  PID         -  TF0697
 TF0697  STATE/COUNTY-  ND/BOTTINEAU
 TF0697  USGS QUAD   -  ANTLER NW (1950)
 TF0697
 TF0697                         *CURRENT SURVEY CONTROL
 TF0697  ___________________________________________________________________
 TF0697* NAD 83(1986)-  48 57 55.     (N)    101 25 52.     (W)     SCALED    
 TF0697* NAVD 88     -       482.263  (meters)    1582.22   (feet)  ADJUSTED  
 TF0697  ___________________________________________________________________
 TF0697  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0697  DYNAMIC HT  -         482.379 (meters)    1582.61  (feet)  COMP
 TF0697  MODELED GRAV-     980,834.9   (mgal)                       NAVD 88
 TF0697
 TF0697  VERT ORDER  -  SECOND    CLASS 0
 TF0697
 TF0697.The horizontal coordinates were scaled from a topographic map and have
 TF0697.an estimated accuracy of +/- 6 seconds.
 TF0697
 TF0697.The orthometric height was determined by differential leveling
 TF0697.and adjusted by the National Geodetic Survey in June 1991..
 TF0697
 TF0697.The geoid height was determined by GEOID03.
 TF0697
 TF0697.The dynamic height is computed by dividing the NAVD 88
 TF0697.geopotential number by the normal gravity value computed on the
 TF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0697.degrees latitude (g = 980.6199 gals.).
 TF0697
 TF0697.The modeled gravity was interpolated from observed gravity values.
 TF0697
 TF0697;                    North         East    Units  Estimated Accuracy
 TF0697;SPC ND N     -   218,930.      531,820.      MT  (+/- 180 meters Scaled)
 TF0697
 TF0697                          SUPERSEDED SURVEY CONTROL
 TF0697
 TF0697  NGVD 29 (??/??/92)  481.916  (m)         1581.09   (f) ADJ UNCH    2 0
 TF0697
 TF0697.Superseded values are not recommended for survey control.
 TF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0697.See file dsdata.txt to determine how the superseded data were derived.
 TF0697
 TF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV220264(NAD 83)
 TF0697_MARKER: DB = BENCH MARK DISK
 TF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0697_STAMPING: N 284 1963
 TF0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0697+STABILITY: SURFACE MOTION
 TF0697
 TF0697  HISTORY     - Date     Condition        Report By
 TF0697  HISTORY     - 1963     MONUMENTED       CGS
 TF0697
 TF0697                          STATION DESCRIPTION
 TF0697
 TF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0697'7.05 MI W FROM ANTLER.
 TF0697'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0697'RAILWAY STATION AT ANTLER, THENCE 6.8 MILES WEST ALONG A GRAVELED
 TF0697'ROAD, AT A ROAD INTERSECTION, IN SECTION 10, T 163 N, R 83 W, 78 FEET
 TF0697'SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET EAST OF THE CENTER LINE
 TF0697'OF A NORTH-SOUTH ROAD, 4 1/2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET
 TF0697'NORTH OF A FENCE, 1.1 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 TF0697'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0697'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0040 ***********************************************************************
 SM0040  DESIGNATION -  N 285
 SM0040  PID         -  SM0040
 SM0040  STATE/COUNTY-  ND/NELSON
 SM0040  USGS QUAD   -  PEKIN (1951)
 SM0040
 SM0040                         *CURRENT SURVEY CONTROL
 SM0040  ___________________________________________________________________
 SM0040* NAD 83(1986)-  47 48 08.     (N)    098 18 40.     (W)     SCALED    
 SM0040* NAVD 88     -       451.614  (meters)    1481.67   (feet)  ADJUSTED  
 SM0040  ___________________________________________________________________
 SM0040  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SM0040  DYNAMIC HT  -         451.690 (meters)    1481.92  (feet)  COMP
 SM0040  MODELED GRAV-     980,767.0   (mgal)                       NAVD 88
 SM0040
 SM0040  VERT ORDER  -  SECOND    CLASS 0
 SM0040
 SM0040.The horizontal coordinates were scaled from a topographic map and have
 SM0040.an estimated accuracy of +/- 6 seconds.
 SM0040
 SM0040.The orthometric height was determined by differential leveling
 SM0040.and adjusted by the National Geodetic Survey in June 1991..
 SM0040
 SM0040.The geoid height was determined by GEOID03.
 SM0040
 SM0040.The dynamic height is computed by dividing the NAVD 88
 SM0040.geopotential number by the normal gravity value computed on the
 SM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0040.degrees latitude (g = 980.6199 gals.).
 SM0040
 SM0040.The modeled gravity was interpolated from observed gravity values.
 SM0040
 SM0040;                    North         East    Units  Estimated Accuracy
 SM0040;SPC ND N     -    91,520.      763,940.      MT  (+/- 180 meters Scaled)
 SM0040
 SM0040                          SUPERSEDED SURVEY CONTROL
 SM0040
 SM0040  NGVD 29 (??/??/92)  451.263  (m)         1480.52   (f) ADJ UNCH    2 0
 SM0040
 SM0040.Superseded values are not recommended for survey control.
 SM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0040.See file dsdata.txt to determine how the superseded data were derived.
 SM0040
 SM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT515945(NAD 83)
 SM0040_MARKER: DB = BENCH MARK DISK
 SM0040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0040_SP_SET: 12.5 FT
 SM0040_STAMPING: N 285 1963
 SM0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0040
 SM0040  HISTORY     - Date     Condition        Report By
 SM0040  HISTORY     - 1963     MONUMENTED       CGS
 SM0040
 SM0040                          STATION DESCRIPTION
 SM0040
 SM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0040'2.2 MI NE FROM PEKIN.
 SM0040'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0040'STATION AT PEKIN, THENCE 1.3 MILES NORTH ALONG STATE HIGHWAY 1, IN
 SM0040'SECTION 23, T 150 N, R 60 W, 140 FEET SOUTHEAST OF THE CENTER OF A
 SM0040'ROAD INTERSECTION, 98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 102
 SM0040'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.5 FEET NORTH OF
 SM0040'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 SM0040'SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 SM0040'DEPTH OF 12 1/2 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 3
 SM0040'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1468 ***********************************************************************
 TF1468  DESIGNATION -  N 286
 TF1468  PID         -  TF1468
 TF1468  STATE/COUNTY-  ND/RENVILLE
 TF1468  USGS QUAD   -  MOHALL (1980)
 TF1468
 TF1468                         *CURRENT SURVEY CONTROL
 TF1468  ___________________________________________________________________
 TF1468* NAD 83(1986)-  48 46 40.     (N)    101 31 06.     (W)     SCALED    
 TF1468* NAVD 88     -       497.804  (meters)    1633.21   (feet)  ADJUSTED  
 TF1468  ___________________________________________________________________
 TF1468  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 TF1468  DYNAMIC HT  -         497.911 (meters)    1633.56  (feet)  COMP
 TF1468  MODELED GRAV-     980,810.6   (mgal)                       NAVD 88
 TF1468
 TF1468  VERT ORDER  -  SECOND    CLASS 0
 TF1468
 TF1468.The horizontal coordinates were scaled from a topographic map and have
 TF1468.an estimated accuracy of +/- 6 seconds.
 TF1468
 TF1468.The orthometric height was determined by differential leveling
 TF1468.and adjusted by the National Geodetic Survey in June 1991..
 TF1468
 TF1468.The geoid height was determined by GEOID03.
 TF1468
 TF1468.The dynamic height is computed by dividing the NAVD 88
 TF1468.geopotential number by the normal gravity value computed on the
 TF1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1468.degrees latitude (g = 980.6199 gals.).
 TF1468
 TF1468.The modeled gravity was interpolated from observed gravity values.
 TF1468
 TF1468;                    North         East    Units  Estimated Accuracy
 TF1468;SPC ND N     -   198,160.      525,160.      MT  (+/- 180 meters Scaled)
 TF1468
 TF1468                          SUPERSEDED SURVEY CONTROL
 TF1468
 TF1468  NGVD 29 (??/??/92)  497.433  (m)         1631.99   (f) ADJ UNCH    2 0
 TF1468
 TF1468.Superseded values are not recommended for survey control.
 TF1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1468.See file dsdata.txt to determine how the superseded data were derived.
 TF1468
 TF1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV149058(NAD 83)
 TF1468_MARKER: DB = BENCH MARK DISK
 TF1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1468_STAMPING: N 286 1963
 TF1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1468+STABILITY: SURFACE MOTION
 TF1468
 TF1468  HISTORY     - Date     Condition        Report By
 TF1468  HISTORY     - 1963     MONUMENTED       CGS
 TF1468
 TF1468                          STATION DESCRIPTION
 TF1468
 TF1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1468'1.35 MI N FROM MOHALL.
 TF1468'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1468'MOHALL, THENCE 1.0 MILES NORTH ALONG COUNTY ROAD 9, 92 FEET NORTHEAST
 TF1468'OF THE CENTER OF A ROAD INTERSECTION, 68 FEET EAST OF THE CENTER LINE
 TF1468'OF THE ROAD, 62 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 TF1468'LEADING EAST, 6 FEET WEST OF A POWER POLE, 2.0 FEET SOUTH OF A METAL
 TF1468'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 TF1468'TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1541 ***********************************************************************
 TF1541  DESIGNATION -  N 287
 TF1541  PID         -  TF1541
 TF1541  STATE/COUNTY-  ND/RENVILLE
 TF1541  USGS QUAD   -  TOLLEY SE (1949)
 TF1541
 TF1541                         *CURRENT SURVEY CONTROL
 TF1541  ___________________________________________________________________
 TF1541* NAD 83(1986)-  48 35 24.     (N)    101 47 59.     (W)     SCALED    
 TF1541* NAVD 88     -       570.441  (meters)    1871.52   (feet)  ADJUSTED  
 TF1541  ___________________________________________________________________
 TF1541  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 TF1541  DYNAMIC HT  -         570.549 (meters)    1871.88  (feet)  COMP
 TF1541  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 TF1541
 TF1541  VERT ORDER  -  SECOND    CLASS 0
 TF1541
 TF1541.The horizontal coordinates were scaled from a topographic map and have
 TF1541.an estimated accuracy of +/- 6 seconds.
 TF1541
 TF1541.The orthometric height was determined by differential leveling
 TF1541.and adjusted by the National Geodetic Survey in June 1991..
 TF1541
 TF1541.The geoid height was determined by GEOID03.
 TF1541
 TF1541.The dynamic height is computed by dividing the NAVD 88
 TF1541.geopotential number by the normal gravity value computed on the
 TF1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1541.degrees latitude (g = 980.6199 gals.).
 TF1541
 TF1541.The modeled gravity was interpolated from observed gravity values.
 TF1541
 TF1541;                    North         East    Units  Estimated Accuracy
 TF1541;SPC ND N     -   177,590.      504,130.      MT  (+/- 180 meters Scaled)
 TF1541
 TF1541                          SUPERSEDED SURVEY CONTROL
 TF1541
 TF1541  NGVD 29 (??/??/92)  570.059  (m)         1870.27   (f) ADJ UNCH    2 0
 TF1541
 TF1541.Superseded values are not recommended for survey control.
 TF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1541.See file dsdata.txt to determine how the superseded data were derived.
 TF1541
 TF1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU935856(NAD 83)
 TF1541_MARKER: DB = BENCH MARK DISK
 TF1541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1541_SP_SET: 9 FEET
 TF1541_STAMPING: N 287 1963
 TF1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1541
 TF1541  HISTORY     - Date     Condition        Report By
 TF1541  HISTORY     - 1963     MONUMENTED       CGS
 TF1541
 TF1541                          STATION DESCRIPTION
 TF1541
 TF1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1541'9.25 MI SW FROM GREENE.
 TF1541'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1541'STATION AT GREENE, THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 28,
 TF1541'THENCE 1.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.0 MILES WEST
 TF1541'ALONG A TRACK ROAD, IN SECTION 17, T 159 N, R 86 W, 103 FEET NORTHEAST
 TF1541'OF THE INTERSECTION WITH A GRAVELED ROAD, 78 FEET NORTH OF THE CENTER
 TF1541'LINE OF THE TRACK ROAD, 68 1/2 FEET WEST OF THE CENTER LINE OF THE
 TF1541'GRAVELED ROAD, 8 FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A METAL
 TF1541'WITNESS POST AND SET ON THE TOP OF A 5/8-INCH ROD THAT IS DRIVEN TO A
 TF1541'DEPTH OF 9 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0139 ***********************************************************************
 SM0139  DESIGNATION -  N 288
 SM0139  PID         -  SM0139
 SM0139  STATE/COUNTY-  ND/NELSON
 SM0139  USGS QUAD   -  KLOTEN NW (1961)
 SM0139
 SM0139                         *CURRENT SURVEY CONTROL
 SM0139  ___________________________________________________________________
 SM0139* NAD 83(1986)-  47 40 19.     (N)    098 13 31.     (W)     SCALED    
 SM0139* NAVD 88     -       442.128  (meters)    1450.55   (feet)  ADJUSTED  
 SM0139  ___________________________________________________________________
 SM0139  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SM0139  DYNAMIC HT  -         442.196 (meters)    1450.77  (feet)  COMP
 SM0139  MODELED GRAV-     980,752.5   (mgal)                       NAVD 88
 SM0139
 SM0139  VERT ORDER  -  SECOND    CLASS 0
 SM0139
 SM0139.The horizontal coordinates were scaled from a topographic map and have
 SM0139.an estimated accuracy of +/- 6 seconds.
 SM0139
 SM0139.The orthometric height was determined by differential leveling
 SM0139.and adjusted by the National Geodetic Survey in June 1991..
 SM0139
 SM0139.The geoid height was determined by GEOID03.
 SM0139
 SM0139.The dynamic height is computed by dividing the NAVD 88
 SM0139.geopotential number by the normal gravity value computed on the
 SM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0139.degrees latitude (g = 980.6199 gals.).
 SM0139
 SM0139.The modeled gravity was interpolated from observed gravity values.
 SM0139
 SM0139;                    North         East    Units  Estimated Accuracy
 SM0139;SPC ND N     -    77,230.      770,790.      MT  (+/- 180 meters Scaled)
 SM0139
 SM0139                          SUPERSEDED SURVEY CONTROL
 SM0139
 SM0139  NGVD 29 (??/??/92)  441.776  (m)         1449.39   (f) ADJ UNCH    2 0
 SM0139
 SM0139.Superseded values are not recommended for survey control.
 SM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0139.See file dsdata.txt to determine how the superseded data were derived.
 SM0139
 SM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT581801(NAD 83)
 SM0139_MARKER: DB = BENCH MARK DISK
 SM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0139_STAMPING: N 288 1963
 SM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0139+STABILITY: SURFACE MOTION
 SM0139
 SM0139  HISTORY     - Date     Condition        Report By
 SM0139  HISTORY     - 1963     MONUMENTED       CGS
 SM0139
 SM0139                          STATION DESCRIPTION
 SM0139
 SM0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0139'9.95 MI SW FROM MCVILLE.
 SM0139'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0139'STATION AT MCVILLE, THENCE 6.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0139'THENCE 0.7 MILE WEST ALONG COUNTY ROAD 35, THENCE 2.35 MILES WEST
 SM0139'ALONG A GRAVELED ROAD, IN SECTION 33, T 149 N, R 59 W, 55 FEET SOUTH
 SM0139'OF THE CENTER LINE OF THE ROAD, 105 FEET SOUTHWEST OF THE CENTER OF
 SM0139'THE JUNCTION OF THE GRAVELED ROAD AND A TRAIL ROAD LEADING NORTH, 17
 SM0139'1/2 FEET EAST OF A FENCE, 93 FEET WEST OF A COTTONWOOD TREE, ABOUT 3
 SM0139'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SM0139'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0287 ***********************************************************************
 SM0287  DESIGNATION -  N 289
 SM0287  PID         -  SM0287
 SM0287  STATE/COUNTY-  ND/NELSON
 SM0287  USGS QUAD   -  BINFORD NE (1961)
 SM0287
 SM0287                         *CURRENT SURVEY CONTROL
 SM0287  ___________________________________________________________________
 SM0287* NAD 83(1986)-  47 42 57.     (N)    098 18 41.     (W)     SCALED    
 SM0287* NAVD 88     -       451.709  (meters)    1481.98   (feet)  ADJUSTED  
 SM0287  ___________________________________________________________________
 SM0287  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0287  DYNAMIC HT  -         451.781 (meters)    1482.22  (feet)  COMP
 SM0287  MODELED GRAV-     980,757.3   (mgal)                       NAVD 88
 SM0287
 SM0287  VERT ORDER  -  SECOND    CLASS 0
 SM0287
 SM0287.The horizontal coordinates were scaled from a topographic map and have
 SM0287.an estimated accuracy of +/- 6 seconds.
 SM0287
 SM0287.The orthometric height was determined by differential leveling
 SM0287.and adjusted by the National Geodetic Survey in June 1991..
 SM0287
 SM0287.The geoid height was determined by GEOID03.
 SM0287
 SM0287.The dynamic height is computed by dividing the NAVD 88
 SM0287.geopotential number by the normal gravity value computed on the
 SM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0287.degrees latitude (g = 980.6199 gals.).
 SM0287
 SM0287.The modeled gravity was interpolated from observed gravity values.
 SM0287
 SM0287;                    North         East    Units  Estimated Accuracy
 SM0287;SPC ND N     -    81,920.      764,190.      MT  (+/- 180 meters Scaled)
 SM0287
 SM0287                          SUPERSEDED SURVEY CONTROL
 SM0287
 SM0287  NGVD 29 (??/??/92)  451.356  (m)         1480.82   (f) ADJ UNCH    2 0
 SM0287
 SM0287.Superseded values are not recommended for survey control.
 SM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0287.See file dsdata.txt to determine how the superseded data were derived.
 SM0287
 SM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT516849(NAD 83)
 SM0287_MARKER: DB = BENCH MARK DISK
 SM0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0287_STAMPING: N 289 1963
 SM0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0287+STABILITY: SURFACE MOTION
 SM0287
 SM0287  HISTORY     - Date     Condition        Report By
 SM0287  HISTORY     - 1963     MONUMENTED       CGS
 SM0287
 SM0287                          STATION DESCRIPTION
 SM0287
 SM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0287'9.1 MI S FROM PEKIN.
 SM0287'ABOUT 3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0287'STATION AT PEKIN, THENCE 0.5 MILE SOUTH ACROSS COUNTRY, THENCE 0.25
 SM0287'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG A TRAIL
 SM0287'ROAD TO THE JUNCTION OF A TRAIL ROAD AND AN EAST-WEST ROAD, THENCE
 SM0287'0.15 MILE SOUTH ACROSS COUNTRY TO A FENCE CORNER, THENCE 0.5 MILE
 SM0287'SOUTH ALONG A FENCE LINE TO A GRAVELED ROAD JUNCTION, THENCE 2.05
 SM0287'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG COUNTY
 SM0287'ROAD 18 TO THE INTERSECTION OF STATE HIGHWAY 1, IN SECTION 15, T 149
 SM0287'N, R 60 W, 200 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 71
 SM0287'FEET WEST OF THE CENTER LINE OF COUNTY ROAD 18, 8 FEET NORTH OF A
 SM0287'FENCE CORNER, 100 FEET SOUTH OF A 24-INCH COTTONWOOD TREE, 1.0 FOOT
 SM0287'EAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 SM0287'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0466 ***********************************************************************
 RP0466  DESIGNATION -  N 29
 RP0466  PID         -  RP0466
 RP0466  STATE/COUNTY-  ND/RANSOM
 RP0466  USGS QUAD   -  VENLO (1960)
 RP0466
 RP0466                         *CURRENT SURVEY CONTROL
 RP0466  ___________________________________________________________________
 RP0466* NAD 83(1986)-  46 26 54.     (N)    097 23 03.     (W)     SCALED    
 RP0466* NAVD 88     -       327.448  (meters)    1074.30   (feet)  ADJUSTED  
 RP0466  ___________________________________________________________________
 RP0466  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 RP0466  DYNAMIC HT  -         327.459 (meters)    1074.34  (feet)  COMP
 RP0466  MODELED GRAV-     980,638.9   (mgal)                       NAVD 88
 RP0466
 RP0466  VERT ORDER  -  SECOND    CLASS 0
 RP0466
 RP0466.The horizontal coordinates were scaled from a topographic map and have
 RP0466.an estimated accuracy of +/- 6 seconds.
 RP0466
 RP0466.The orthometric height was determined by differential leveling
 RP0466.and adjusted by the National Geodetic Survey in June 1991..
 RP0466
 RP0466.The geoid height was determined by GEOID03.
 RP0466
 RP0466.The dynamic height is computed by dividing the NAVD 88
 RP0466.geopotential number by the normal gravity value computed on the
 RP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0466.degrees latitude (g = 980.6199 gals.).
 RP0466
 RP0466.The modeled gravity was interpolated from observed gravity values.
 RP0466
 RP0466;                    North         East    Units  Estimated Accuracy
 RP0466;SPC ND S     -    91,630.      839,330.      MT  (+/- 180 meters Scaled)
 RP0466
 RP0466                          SUPERSEDED SURVEY CONTROL
 RP0466
 RP0466  NGVD 29 (??/??/92)  327.16   (m)         1073.4    (f) COMPUTED    2 0
 RP0466
 RP0466.Superseded values are not recommended for survey control.
 RP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0466.See file dsdata.txt to determine how the superseded data were derived.
 RP0466
 RP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS241451(NAD 83)
 RP0466_MARKER: DB = BENCH MARK DISK
 RP0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0466_STAMPING: N-29 1934
 RP0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0466+STABILITY: SURFACE MOTION
 RP0466
 RP0466  HISTORY     - Date     Condition        Report By
 RP0466  HISTORY     - 1934     MONUMENTED       CGS
 RP0466  HISTORY     - 1958     GOOD             USGS
 RP0466
 RP0466                          STATION DESCRIPTION
 RP0466
 RP0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0466'4.0 MI SE FROM VENLO.
 RP0466'4.0 MILES SOUTHEAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 RP0466'SAULT STE MARIE RAILROAD, 3 POLES NORTHWEST OF MILEPOST NO. 241 AT
 RP0466'PRIVATE ROAD CROSSING.  95 FEET SOUTHEAST OF THE CENTER OF THE
 RP0466'CROSSING, 3 FEET NORTHEAST OF RIGHT OF WAY FENCE CORNER AND 47 FEET
 RP0466'SOUTHWEST OF THE CENTERLINE OF THE TRACKS.  NOTE-- THE MINNEAPOLIS,
 RP0466'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RP0466
 RP0466                          STATION RECOVERY (1958)
 RP0466
 RP0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RP0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0748 ***********************************************************************
 SM0748  DESIGNATION -  N 290
 SM0748  PID         -  SM0748
 SM0748  STATE/COUNTY-  ND/EDDY
 SM0748  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0748
 SM0748                         *CURRENT SURVEY CONTROL
 SM0748  ___________________________________________________________________
 SM0748* NAD 83(1986)-  47 44 41.     (N)    098 33 51.     (W)     SCALED    
 SM0748* NAVD 88     -       462.163  (meters)    1516.28   (feet)  ADJUSTED  
 SM0748  ___________________________________________________________________
 SM0748  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 SM0748  DYNAMIC HT  -         462.230 (meters)    1516.50  (feet)  COMP
 SM0748  MODELED GRAV-     980,742.1   (mgal)                       NAVD 88
 SM0748
 SM0748  VERT ORDER  -  SECOND    CLASS 0
 SM0748
 SM0748.The horizontal coordinates were scaled from a topographic map and have
 SM0748.an estimated accuracy of +/- 6 seconds.
 SM0748
 SM0748.The orthometric height was determined by differential leveling
 SM0748.and adjusted by the National Geodetic Survey in June 1991..
 SM0748
 SM0748.The geoid height was determined by GEOID03.
 SM0748
 SM0748.The dynamic height is computed by dividing the NAVD 88
 SM0748.geopotential number by the normal gravity value computed on the
 SM0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0748.degrees latitude (g = 980.6199 gals.).
 SM0748
 SM0748.The modeled gravity was interpolated from observed gravity values.
 SM0748
 SM0748;                    North         East    Units  Estimated Accuracy
 SM0748;SPC ND N     -    84,620.      745,150.      MT  (+/- 180 meters Scaled)
 SM0748
 SM0748                          SUPERSEDED SURVEY CONTROL
 SM0748
 SM0748  NGVD 29 (??/??/92)  461.800  (m)         1515.09   (f) ADJ UNCH    2 0
 SM0748
 SM0748.Superseded values are not recommended for survey control.
 SM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0748.See file dsdata.txt to determine how the superseded data were derived.
 SM0748
 SM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT326880(NAD 83)
 SM0748_MARKER: DB = BENCH MARK DISK
 SM0748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0748_SP_SET: 16 FT
 SM0748_STAMPING: N 290 1963
 SM0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0748
 SM0748  HISTORY     - Date     Condition        Report By
 SM0748  HISTORY     - 1963     MONUMENTED       CGS
 SM0748
 SM0748                          STATION DESCRIPTION
 SM0748
 SM0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0748'8.85 MI SE FROM HAMAR.
 SM0748'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0748'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0748'6.0 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 15, THENCE 1.25 MILES EAST
 SM0748'ALONG A GRAVELED ROAD, IN SECTION 2, T 149 N, R 62 W, 0.25 MILE EAST
 SM0748'OF A ROAD INTERSECTION, AT THE EAST SIDE OF A RAVINE ON THE CREST OF A
 SM0748'HILL, NORTHEAST OF AND ACROSS THE ROAD FROM A FARMHOUSE AND GROVE OF
 SM0748'TREES, 98 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF
 SM0748'A CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, 10 INCHES EAST OF A
 SM0748'METAL WITNESS POST AND ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 SM0748'TO A DEPTH OF 16 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6
 SM0748'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0870 ***********************************************************************
 TE0870  DESIGNATION -  N 291
 TE0870  PID         -  TE0870
 TE0870  STATE/COUNTY-  ND/RAMSEY
 TE0870  USGS QUAD   -  DOYON (1971)
 TE0870
 TE0870                         *CURRENT SURVEY CONTROL
 TE0870  ___________________________________________________________________
 TE0870* NAD 83(1986)-  48 01 15.     (N)    098 31 34.     (W)     SCALED    
 TE0870* NAVD 88     -       464.036  (meters)    1522.42   (feet)  ADJUSTED  
 TE0870  ___________________________________________________________________
 TE0870  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE0870  DYNAMIC HT  -         464.109 (meters)    1522.66  (feet)  COMP
 TE0870  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 TE0870
 TE0870  VERT ORDER  -  SECOND    CLASS 0
 TE0870
 TE0870.The horizontal coordinates were scaled from a topographic map and have
 TE0870.an estimated accuracy of +/- 6 seconds.
 TE0870
 TE0870.The orthometric height was determined by differential leveling
 TE0870.and adjusted by the National Geodetic Survey in June 1991..
 TE0870
 TE0870.The geoid height was determined by GEOID03.
 TE0870
 TE0870.The dynamic height is computed by dividing the NAVD 88
 TE0870.geopotential number by the normal gravity value computed on the
 TE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0870.degrees latitude (g = 980.6199 gals.).
 TE0870
 TE0870.The modeled gravity was interpolated from observed gravity values.
 TE0870
 TE0870;                    North         East    Units  Estimated Accuracy
 TE0870;SPC ND N     -   115,380.      747,220.      MT  (+/- 180 meters Scaled)
 TE0870
 TE0870                          SUPERSEDED SURVEY CONTROL
 TE0870
 TE0870  NGVD 29 (??/??/92)  463.654  (m)         1521.17   (f) ADJ UNCH    2 0
 TE0870
 TE0870.Superseded values are not recommended for survey control.
 TE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0870.See file dsdata.txt to determine how the superseded data were derived.
 TE0870
 TE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU353187(NAD 83)
 TE0870_MARKER: DB = BENCH MARK DISK
 TE0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0870_STAMPING: N 291 1963
 TE0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0870+STABILITY: SURFACE MOTION
 TE0870
 TE0870  HISTORY     - Date     Condition        Report By
 TE0870  HISTORY     - 1963     MONUMENTED       CGS
 TE0870
 TE0870                          STATION DESCRIPTION
 TE0870
 TE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0870'8.1 MI SE FROM CRARY.
 TE0870'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0870'AT CRARY, THENCE 2.9 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 3.2
 TE0870'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 1, T 152 N, R 62 W, 0.2
 TE0870'MILE EAST OF A JUNCTION WITH A ROAD NORTH, 113 FEET WEST OF THE CENTER
 TE0870'LINE OF THE ROAD SOUTH, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 TE0870'WEST, 10 FEET EAST OF A POWER POLE, 2.0 FEET SOUTH OF A METAL WITNESS
 TE0870'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0870'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0226 ***********************************************************************
 SM0226  DESIGNATION -  N 292
 SM0226  PID         -  SM0226
 SM0226  STATE/COUNTY-  ND/NELSON
 SM0226  USGS QUAD   -  BITTER LAKE (1971)
 SM0226
 SM0226                         *CURRENT SURVEY CONTROL
 SM0226  ___________________________________________________________________
 SM0226* NAD 83(1986)-  47 52 30.     (N)    098 09 39.     (W)     SCALED    
 SM0226* NAVD 88     -       460.359  (meters)    1510.36   (feet)  ADJUSTED  
 SM0226  ___________________________________________________________________
 SM0226  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0226  DYNAMIC HT  -         460.439 (meters)    1510.62  (feet)  COMP
 SM0226  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 SM0226
 SM0226  VERT ORDER  -  SECOND    CLASS 0
 SM0226
 SM0226.The horizontal coordinates were scaled from a topographic map and have
 SM0226.an estimated accuracy of +/- 6 seconds.
 SM0226
 SM0226.The orthometric height was determined by differential leveling
 SM0226.and adjusted by the National Geodetic Survey in June 1991..
 SM0226
 SM0226.The geoid height was determined by GEOID03.
 SM0226
 SM0226.The dynamic height is computed by dividing the NAVD 88
 SM0226.geopotential number by the normal gravity value computed on the
 SM0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0226.degrees latitude (g = 980.6199 gals.).
 SM0226
 SM0226.The modeled gravity was interpolated from observed gravity values.
 SM0226
 SM0226;                    North         East    Units  Estimated Accuracy
 SM0226;SPC ND N     -    99,940.      774,950.      MT  (+/- 180 meters Scaled)
 SM0226
 SM0226                          SUPERSEDED SURVEY CONTROL
 SM0226
 SM0226  NGVD 29 (??/??/92)  459.997  (m)         1509.17   (f) ADJ UNCH    2 0
 SM0226
 SM0226.Superseded values are not recommended for survey control.
 SM0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0226.See file dsdata.txt to determine how the superseded data were derived.
 SM0226
 SM0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU627027(NAD 83)
 SM0226_MARKER: DB = BENCH MARK DISK
 SM0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0226_STAMPING: N 292 1963
 SM0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0226+STABILITY: SURFACE MOTION
 SM0226
 SM0226  HISTORY     - Date     Condition        Report By
 SM0226  HISTORY     - 1963     MONUMENTED       CGS
 SM0226
 SM0226                          STATION DESCRIPTION
 SM0226
 SM0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0226'8.55 MI N FROM MCVILLE.
 SM0226'ABOUT 0.25 MILE EAST ALONG COUNTY ROAD 15 FROM THE GREAT NORTHERN
 SM0226'RAILWAY STATION AT MCVILLE, THENCE 8.3 MILES NORTH ALONG COUNTY ROAD
 SM0226'35, IN SECTION 24, T 151 N, R 59 W, 102 FEET NORTHEAST OF THE CENTER
 SM0226'OF AN INTERSECTION OF THE COUNTY ROAD AND A GRAVELED ROAD, 59 FEET
 SM0226'EAST OF THE CENTER LINE OF THE COUNTY ROAD, 83 FEET NORTH OF THE
 SM0226'CENTER LINE OF THE GRAVELED ROAD, 18 FEET WEST OF A POWER POLE, 2 FEET
 SM0226'WEST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4
 SM0226'FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 SM0226'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0053 ***********************************************************************
 SM0053  DESIGNATION -  N 293
 SM0053  PID         -  SM0053
 SM0053  STATE/COUNTY-  ND/NELSON
 SM0053  USGS QUAD   -  MC VILLE (1961)
 SM0053
 SM0053                         *CURRENT SURVEY CONTROL
 SM0053  ___________________________________________________________________
 SM0053* NAD 83(1986)-  47 45 22.     (N)    098 09 40.     (W)     SCALED    
 SM0053* NAVD 88     -       444.244  (meters)    1457.49   (feet)  ADJUSTED  
 SM0053  ___________________________________________________________________
 SM0053  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 SM0053  DYNAMIC HT  -         444.317 (meters)    1457.73  (feet)  COMP
 SM0053  MODELED GRAV-     980,760.9   (mgal)                       NAVD 88
 SM0053
 SM0053  VERT ORDER  -  SECOND    CLASS 0
 SM0053
 SM0053.The horizontal coordinates were scaled from a topographic map and have
 SM0053.an estimated accuracy of +/- 6 seconds.
 SM0053
 SM0053.The orthometric height was determined by differential leveling
 SM0053.and adjusted by the National Geodetic Survey in June 1991..
 SM0053
 SM0053.The geoid height was determined by GEOID03.
 SM0053
 SM0053.The dynamic height is computed by dividing the NAVD 88
 SM0053.geopotential number by the normal gravity value computed on the
 SM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0053.degrees latitude (g = 980.6199 gals.).
 SM0053
 SM0053.The modeled gravity was interpolated from observed gravity values.
 SM0053
 SM0053;                    North         East    Units  Estimated Accuracy
 SM0053;SPC ND N     -    86,730.      775,330.      MT  (+/- 180 meters Scaled)
 SM0053
 SM0053                          SUPERSEDED SURVEY CONTROL
 SM0053
 SM0053  NGVD 29 (??/??/92)  443.885  (m)         1456.31   (f) ADJ UNCH    2 0
 SM0053
 SM0053.Superseded values are not recommended for survey control.
 SM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0053.See file dsdata.txt to determine how the superseded data were derived.
 SM0053
 SM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT628895(NAD 83)
 SM0053_MARKER: DB = BENCH MARK DISK
 SM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0053_STAMPING: N 293 1963
 SM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0053+STABILITY: SURFACE MOTION
 SM0053
 SM0053  HISTORY     - Date     Condition        Report By
 SM0053  HISTORY     - 1963     MONUMENTED       CGS
 SM0053
 SM0053                          STATION DESCRIPTION
 SM0053
 SM0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0053'0.9 MI SE FROM MCVILLE.
 SM0053'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0053'STATION AT MCVILLE, IN SECTION 2, T 149 N, R 59 W, AT A ROAD CROSSING,
 SM0053'3 POLES SOUTHEAST OF MILEPOST 77, 40 FEET NORTHEAST OF THE NORTHEAST
 SM0053'RAIL, 160 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 15, 96
 SM0053'FEET WEST OF THE CENTER LINE OF A ROAD, 10 1/2 FEET NORTHWEST OF A
 SM0053'TELEPHONE POLE, 35 FEET SOUTH OF THE EASTERN MOST OF TWO POWER LINE
 SM0053'POLES, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 SM0053'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 SM0053'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0095 ***********************************************************************
 SM0095  DESIGNATION -  N 294 RESET
 SM0095  PID         -  SM0095
 SM0095  STATE/COUNTY-  ND/GRIGGS
 SM0095  USGS QUAD   -  JESSIE (1961)
 SM0095
 SM0095                         *CURRENT SURVEY CONTROL
 SM0095  ___________________________________________________________________
 SM0095* NAD 83(1986)-  47 30 55.     (N)    098 08 00.     (W)     SCALED    
 SM0095* NAVD 88     -       436.15   (+/-2cm)    1430.9    (feet)  VERTCON   
 SM0095  ___________________________________________________________________
 SM0095  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 SM0095
 SM0095  VERT ORDER  -  ? (See Below)
 SM0095
 SM0095.The horizontal coordinates were scaled from a topographic map and have
 SM0095.an estimated accuracy of +/- 6 seconds.
 SM0095
 SM0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0095.The vertical order pertains to the NGVD 29 superseded value.
 SM0095
 SM0095.The geoid height was determined by GEOID03.
 SM0095
 SM0095;                    North         East    Units  Estimated Accuracy
 SM0095;SPC ND N     -    60,030.      778,230.      MT  (+/- 180 meters Scaled)
 SM0095
 SM0095                          SUPERSEDED SURVEY CONTROL
 SM0095
 SM0095  NGVD 29 (??/??/92)  435.789  (m)         1429.75   (f) ADJ UNCH    ?  
 SM0095
 SM0095.Superseded values are not recommended for survey control.
 SM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0095.See file dsdata.txt to determine how the superseded data were derived.
 SM0095
 SM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT652627(NAD 83)
 SM0095_MARKER: DB = BENCH MARK DISK
 SM0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0095_STAMPING: N 294 RESET 1965
 SM0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0095+STABILITY: SURFACE MOTION
 SM0095
 SM0095  HISTORY     - Date     Condition        Report By
 SM0095  HISTORY     - 1965     MONUMENTED       CGS
 SM0095
 SM0095                          STATION DESCRIPTION
 SM0095
 SM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 SM0095'5.4 MI N FROM COOPERSTOWN.
 SM0095'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0095'RAILWAY STATION AT COOPERSTOWN, THENCE 5.2 MILES NORTH ALONG STATE
 SM0095'HIGHWAY 45, IN SECTION 25, T 147 N, R 59 W, 123 FEET EAST OF THE
 SM0095'CENTERLINE OF STATE HIGHWAY 45, 59 FEET NORTH OF THE CENTERLINE OF A
 SM0095'GRAVELED DRIVEWAY LEADING TO A FARMHOUSE, 1.5 FEET NORTH OF A METAL
 SM0095'WITNESS POST, 1.5 FEET SOUTH OF A TELEPHONE POLE, AND SET IN THE TOP
 SM0095'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0966 ***********************************************************************
 SL0966  DESIGNATION -  N 295
 SL0966  PID         -  SL0966
 SL0966  STATE/COUNTY-  ND/STEELE
 SL0966  USGS QUAD   -  FINLEY NE (1967)
 SL0966
 SL0966                         *CURRENT SURVEY CONTROL
 SL0966  ___________________________________________________________________
 SL0966* NAD 83(1986)-  47 39 31.     (N)    097 50 08.     (W)     SCALED    
 SL0966* NAVD 88     -       438.166  (meters)    1437.55   (feet)  ADJUSTED  
 SL0966  ___________________________________________________________________
 SL0966  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SL0966  DYNAMIC HT  -         438.223 (meters)    1437.74  (feet)  COMP
 SL0966  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 SL0966
 SL0966  VERT ORDER  -  SECOND    CLASS 0
 SL0966
 SL0966.The horizontal coordinates were scaled from a topographic map and have
 SL0966.an estimated accuracy of +/- 6 seconds.
 SL0966
 SL0966.The orthometric height was determined by differential leveling
 SL0966.and adjusted by the National Geodetic Survey in June 1991..
 SL0966
 SL0966.The geoid height was determined by GEOID03.
 SL0966
 SL0966.The dynamic height is computed by dividing the NAVD 88
 SL0966.geopotential number by the normal gravity value computed on the
 SL0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0966.degrees latitude (g = 980.6199 gals.).
 SL0966
 SL0966.The modeled gravity was interpolated from observed gravity values.
 SL0966
 SL0966;                    North         East    Units  Estimated Accuracy
 SL0966;SPC ND N     -    76,690.      800,100.      MT  (+/- 180 meters Scaled)
 SL0966
 SL0966                          SUPERSEDED SURVEY CONTROL
 SL0966
 SL0966  NGVD 29 (??/??/92)  437.797  (m)         1436.34   (f) ADJ UNCH    2 0
 SL0966
 SL0966.Superseded values are not recommended for survey control.
 SL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0966.See file dsdata.txt to determine how the superseded data were derived.
 SL0966
 SL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT874790(NAD 83)
 SL0966_MARKER: DB = BENCH MARK DISK
 SL0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0966_STAMPING: N 295 1963
 SL0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0966+STABILITY: SURFACE MOTION
 SL0966
 SL0966  HISTORY     - Date     Condition        Report By
 SL0966  HISTORY     - 1963     MONUMENTED       CGS
 SL0966  HISTORY     - 1968     GOOD             DOD
 SL0966  HISTORY     - 1983     GOOD             USPSQD
 SL0966
 SL0966                          STATION DESCRIPTION
 SL0966
 SL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0966'6.9 MI NE FROM SHARON.
 SL0966'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL0966'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL0966'4.0 MILES NORTH ALONG A GRAVELED ROAD TO AN INTERSECTION, IN SECTION
 SL0966'7, T 148 N, R 56 W, 110 FEET SOUTHWEST OF THE CENTER OF THE
 SL0966'INTERSECTION, 75 FEET WEST OF THE CENTER LINE OF THE ROAD, 76 FEET
 SL0966'SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A POWER POLE,
 SL0966'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 SL0966'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SL0966'GROUND.
 SL0966
 SL0966                          STATION RECOVERY (1968)
 SL0966
 SL0966'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0966'RECOVERED IN GOOD CONDITION.
 SL0966
 SL0966                          STATION RECOVERY (1983)
 SL0966
 SL0966'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0940 ***********************************************************************
 SL0940  DESIGNATION -  N 296
 SL0940  PID         -  SL0940
 SL0940  STATE/COUNTY-  ND/NELSON
 SL0940  USGS QUAD   -  LAKE PICKARD (1971)
 SL0940
 SL0940                         *CURRENT SURVEY CONTROL
 SL0940  ___________________________________________________________________
 SL0940* NAD 83(1986)-  47 56 37.     (N)    097 52 55.     (W)     SCALED    
 SL0940* NAVD 88     -       460.659  (meters)    1511.35   (feet)  ADJUSTED  
 SL0940  ___________________________________________________________________
 SL0940  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0940  DYNAMIC HT  -         460.732 (meters)    1511.58  (feet)  COMP
 SL0940  MODELED GRAV-     980,755.7   (mgal)                       NAVD 88
 SL0940
 SL0940  VERT ORDER  -  SECOND    CLASS 0
 SL0940
 SL0940.The horizontal coordinates were scaled from a topographic map and have
 SL0940.an estimated accuracy of +/- 6 seconds.
 SL0940
 SL0940.The orthometric height was determined by differential leveling
 SL0940.and adjusted by the National Geodetic Survey in June 1991..
 SL0940
 SL0940.The geoid height was determined by GEOID03.
 SL0940
 SL0940.The dynamic height is computed by dividing the NAVD 88
 SL0940.geopotential number by the normal gravity value computed on the
 SL0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0940.degrees latitude (g = 980.6199 gals.).
 SL0940
 SL0940.The modeled gravity was interpolated from observed gravity values.
 SL0940
 SL0940;                    North         East    Units  Estimated Accuracy
 SL0940;SPC ND N     -   108,240.      795,540.      MT  (+/- 180 meters Scaled)
 SL0940
 SL0940                          SUPERSEDED SURVEY CONTROL
 SL0940
 SL0940  NGVD 29 (??/??/92)  460.283  (m)         1510.11   (f) ADJ UNCH    2 0
 SL0940
 SL0940.Superseded values are not recommended for survey control.
 SL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0940.See file dsdata.txt to determine how the superseded data were derived.
 SL0940
 SL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU834106(NAD 83)
 SL0940_MARKER: DB = BENCH MARK DISK
 SL0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0940_STAMPING: N 296 1963
 SL0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0940+STABILITY: SURFACE MOTION
 SL0940
 SL0940  HISTORY     - Date     Condition        Report By
 SL0940  HISTORY     - 1963     MONUMENTED       CGS
 SL0940
 SL0940                          STATION DESCRIPTION
 SL0940
 SL0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0940'4.1 MI S FROM NIAGARA.
 SL0940'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0940'AT NIAGARA, THENCE 3.6 MILES SOUTH ALONG COUNTY ROAD 9, 56 FEET WEST
 SL0940'OF THE CENTER LINE OF THE ROAD, 4 FEET NORTH OF A TELEPHONE POLE, 1.8
 SL0940'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SL0940'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0987 ***********************************************************************
 SL0987  DESIGNATION -  N 297
 SL0987  PID         -  SL0987
 SL0987  STATE/COUNTY-  ND/GRAND FORKS
 SL0987  USGS QUAD   -  LARIMORE SW (1963)
 SL0987
 SL0987                         *CURRENT SURVEY CONTROL
 SL0987  ___________________________________________________________________
 SL0987* NAD 83(1986)-  47 46 23.     (N)    097 42 31.     (W)     SCALED    
 SL0987* NAVD 88     -       362.669  (meters)    1189.86   (feet)  ADJUSTED  
 SL0987  ___________________________________________________________________
 SL0987  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 SL0987  DYNAMIC HT  -         362.723 (meters)    1190.03  (feet)  COMP
 SL0987  MODELED GRAV-     980,749.9   (mgal)                       NAVD 88
 SL0987
 SL0987  VERT ORDER  -  SECOND    CLASS 0
 SL0987
 SL0987.The horizontal coordinates were scaled from a topographic map and have
 SL0987.an estimated accuracy of +/- 6 seconds.
 SL0987
 SL0987.The orthometric height was determined by differential leveling
 SL0987.and adjusted by the National Geodetic Survey in June 1991..
 SL0987
 SL0987.The geoid height was determined by GEOID03.
 SL0987
 SL0987.The dynamic height is computed by dividing the NAVD 88
 SL0987.geopotential number by the normal gravity value computed on the
 SL0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0987.degrees latitude (g = 980.6199 gals.).
 SL0987
 SL0987.The modeled gravity was interpolated from observed gravity values.
 SL0987
 SL0987;                    North         East    Units  Estimated Accuracy
 SL0987;SPC ND N     -    89,740.      809,160.      MT  (+/- 180 meters Scaled)
 SL0987
 SL0987                          SUPERSEDED SURVEY CONTROL
 SL0987
 SL0987  NGVD 29 (??/??/92)  362.30   (m)         1188.6    (f) COMPUTED    2 0
 SL0987
 SL0987.Superseded values are not recommended for survey control.
 SL0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0987.See file dsdata.txt to determine how the superseded data were derived.
 SL0987
 SL0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT967918(NAD 83)
 SL0987_MARKER: DB = BENCH MARK DISK
 SL0987_SETTING: 80 = SET IN A BOULDER
 SL0987_SP_SET: BOULDER
 SL0987_STAMPING: N 297 1963
 SL0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0987+STABILITY: SURFACE MOTION
 SL0987
 SL0987  HISTORY     - Date     Condition        Report By
 SL0987  HISTORY     - 1963     MONUMENTED       CGS
 SL0987
 SL0987                          STATION DESCRIPTION
 SL0987
 SL0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0987'10.2 MI NW FROM NORTHWOOD.
 SL0987'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0987'STATON AT NORTHWOOD, THENCE 4.9 MILES WEST WEST ALONG A PAVED ROAD,
 SL0987'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST
 SL0987'ALONG STATE HIGHWAY 15, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 SL0987'AT THE JUNCTION WITH A ROAD LEADING EAST, IN SECTION 33, T 150 N, R 55
 SL0987'W, 139 FEET EAST OF THE CENTER LINE OF THE ROAD, 93 FEET SOUTH OF THE
 SL0987'CENTER LINE OF THE ROAD LEADING EAST, 46.0 FEET SOUTH OF A METAL
 SL0987'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SL0987'TOP OF A LARGE GRANIT BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0922 ***********************************************************************
 SL0922  DESIGNATION -  N 298
 SL0922  PID         -  SL0922
 SL0922  STATE/COUNTY-  ND/NELSON
 SL0922  USGS QUAD   -  NIAGARA SW (1963)
 SL0922
 SL0922                         *CURRENT SURVEY CONTROL
 SL0922  ___________________________________________________________________
 SL0922* NAD 83(1986)-  47 49 54.     (N)    097 59 19.     (W)     SCALED    
 SL0922* NAVD 88     -       456.121  (meters)    1496.46   (feet)  ADJUSTED  
 SL0922  ___________________________________________________________________
 SL0922  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SL0922  DYNAMIC HT  -         456.190 (meters)    1496.68  (feet)  COMP
 SL0922  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 SL0922
 SL0922  VERT ORDER  -  SECOND    CLASS 0
 SL0922
 SL0922.The horizontal coordinates were scaled from a topographic map and have
 SL0922.an estimated accuracy of +/- 6 seconds.
 SL0922
 SL0922.The orthometric height was determined by differential leveling
 SL0922.and adjusted by the National Geodetic Survey in June 1991..
 SL0922
 SL0922.The geoid height was determined by GEOID03.
 SL0922
 SL0922.The dynamic height is computed by dividing the NAVD 88
 SL0922.geopotential number by the normal gravity value computed on the
 SL0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0922.degrees latitude (g = 980.6199 gals.).
 SL0922
 SL0922.The modeled gravity was interpolated from observed gravity values.
 SL0922
 SL0922;                    North         East    Units  Estimated Accuracy
 SL0922;SPC ND N     -    95,530.      787,980.      MT  (+/- 180 meters Scaled)
 SL0922
 SL0922                          SUPERSEDED SURVEY CONTROL
 SL0922
 SL0922  NGVD 29 (??/??/92)  455.750  (m)         1495.24   (f) ADJ UNCH    2 0
 SL0922
 SL0922.Superseded values are not recommended for survey control.
 SL0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0922.See file dsdata.txt to determine how the superseded data were derived.
 SL0922
 SL0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT756980(NAD 83)
 SL0922_MARKER: DB = BENCH MARK DISK
 SL0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0922_STAMPING: N 298 1963
 SL0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0922+STABILITY: SURFACE MOTION
 SL0922
 SL0922  HISTORY     - Date     Condition        Report By
 SL0922  HISTORY     - 1963     MONUMENTED       CGS
 SL0922
 SL0922                          STATION DESCRIPTION
 SL0922
 SL0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0922'12.85 MI S FROM PETERSBURG.
 SL0922'ABOUT 0.85 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT
 SL0922'NORTHERN RAILWAY STATION AT PETERSBURG, THENCE 12.0 MILES SOUTH ALONG
 SL0922'STATE HIGHWAY 32, OR ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE
 SL0922'POST OFFICE AT ANETA, THENCE 10.65 MILES NORTH ALONG STATE HIGHWAY 32,
 SL0922'IN SECTION 5, T 150 N, R 57 W, 140 FEET NORTHEAST OF THE CENTER OF A
 SL0922'ROAD INTERSECTION, 137 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 32
 SL0922'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, 2 FEET
 SL0922'SOUTH OF A FENCE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 SL0922'BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST
 SL0922'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0210 ***********************************************************************
 SM0210  DESIGNATION -  N 299
 SM0210  PID         -  SM0210
 SM0210  STATE/COUNTY-  ND/NELSON
 SM0210  USGS QUAD   -  BITTER LAKE (1971)
 SM0210
 SM0210                         *CURRENT SURVEY CONTROL
 SM0210  ___________________________________________________________________
 SM0210* NAD 83(1986)-  47 56 49.     (N)    098 14 35.     (W)     SCALED    
 SM0210* NAVD 88     -       460.548  (meters)    1510.98   (feet)  ADJUSTED  
 SM0210  ___________________________________________________________________
 SM0210  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SM0210  DYNAMIC HT  -         460.628 (meters)    1511.24  (feet)  COMP
 SM0210  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 SM0210
 SM0210  VERT ORDER  -  SECOND    CLASS 0
 SM0210
 SM0210.The horizontal coordinates were scaled from a topographic map and have
 SM0210.an estimated accuracy of +/- 6 seconds.
 SM0210
 SM0210.The orthometric height was determined by differential leveling
 SM0210.and adjusted by the National Geodetic Survey in June 1991..
 SM0210
 SM0210.The geoid height was determined by GEOID03.
 SM0210
 SM0210.The dynamic height is computed by dividing the NAVD 88
 SM0210.geopotential number by the normal gravity value computed on the
 SM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0210.degrees latitude (g = 980.6199 gals.).
 SM0210
 SM0210.The modeled gravity was interpolated from observed gravity values.
 SM0210
 SM0210;                    North         East    Units  Estimated Accuracy
 SM0210;SPC ND N     -   107,750.      768,560.      MT  (+/- 180 meters Scaled)
 SM0210
 SM0210                          SUPERSEDED SURVEY CONTROL
 SM0210
 SM0210  NGVD 29 (??/??/92)  460.182  (m)         1509.78   (f) ADJ UNCH    2 0
 SM0210
 SM0210.Superseded values are not recommended for survey control.
 SM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0210.See file dsdata.txt to determine how the superseded data were derived.
 SM0210
 SM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU565106(NAD 83)
 SM0210_MARKER: DB = BENCH MARK DISK
 SM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0210_STAMPING: N 299 1963
 SM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0210+STABILITY: SURFACE MOTION
 SM0210
 SM0210  HISTORY     - Date     Condition        Report By
 SM0210  HISTORY     - 1963     MONUMENTED       CGS
 SM0210
 SM0210                          STATION DESCRIPTION
 SM0210
 SM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0210'11.0 MI SE FROM LAKOTA.
 SM0210'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0210'AT LAKOTA, THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 4.0
 SM0210'MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A
 SM0210'GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, IN SECTION
 SM0210'32, T 152 N, R 59 W, OR 0.2 MILE SOUTH ALONG A PAVED STREET FROM THE
 SM0210'GREAT NORTHERN RAILWAY STATION AT MICHIGAN, THENCE 0.1 MILE EAST ALONG
 SM0210'U.S. HIGHWAY 2, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 35, THENCE
 SM0210'5.8 MILES WEST ALONG A GRAVELED ROAD, 59 FEET SOUTH OF THE CENTER LINE
 SM0210'OF THE ROAD, 0.2 MILE EAST OF A ROAD INTERSECTION, 17 FEET NORTH OF A
 SM0210'POWER POLE, 20 1/2 FEET NORTHEAST OF A 6-INCH TREE, 6 1/2 FEET SOUTH
 SM0210'OF A UNDERGROUND TELEPHONE MARKER POST, 3.5 FEET SOUTH OF A METAL
 SM0210'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 SM0210'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0195 ***********************************************************************
 TF0195  DESIGNATION -  N 3
 TF0195  PID         -  TF0195
 TF0195  STATE/COUNTY-  ND/MCHENRY
 TF0195  USGS QUAD   -  TOWNER (1980)
 TF0195
 TF0195                         *CURRENT SURVEY CONTROL
 TF0195  ___________________________________________________________________
 TF0195* NAD 83(1986)-  48 20 47.     (N)    100 24 34.     (W)     SCALED    
 TF0195* NAVD 88     -       450.791  (meters)    1478.97   (feet)  ADJUSTED  
 TF0195  ___________________________________________________________________
 TF0195  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0195  DYNAMIC HT  -         450.883 (meters)    1479.27  (feet)  COMP
 TF0195  MODELED GRAV-     980,801.0   (mgal)                       NAVD 88
 TF0195
 TF0195  VERT ORDER  -  FIRST     CLASS II
 TF0195
 TF0195.The horizontal coordinates were scaled from a topographic map and have
 TF0195.an estimated accuracy of +/- 6 seconds.
 TF0195
 TF0195.The orthometric height was determined by differential leveling
 TF0195.and adjusted by the National Geodetic Survey in June 1991..
 TF0195
 TF0195.The geoid height was determined by GEOID03.
 TF0195
 TF0195.The dynamic height is computed by dividing the NAVD 88
 TF0195.geopotential number by the normal gravity value computed on the
 TF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0195.degrees latitude (g = 980.6199 gals.).
 TF0195
 TF0195.The modeled gravity was interpolated from observed gravity values.
 TF0195
 TF0195;                    North         East    Units  Estimated Accuracy
 TF0195;SPC ND N     -   149,700.      606,710.      MT  (+/- 180 meters Scaled)
 TF0195
 TF0195                          SUPERSEDED SURVEY CONTROL
 TF0195
 TF0195  NGVD 29 (??/??/92)  450.42   (m)         1477.8    (f) COMPUTED    1 2
 TF0195
 TF0195.Superseded values are not recommended for survey control.
 TF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0195.See file dsdata.txt to determine how the superseded data were derived.
 TF0195
 TF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU955557(NAD 83)
 TF0195_MARKER: Q = CHISELED SQUARE
 TF0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0195_SP_SET: FOOTING
 TF0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0195
 TF0195  HISTORY     - Date     Condition        Report By
 TF0195  HISTORY     - UNK      MONUMENTED       CGS
 TF0195  HISTORY     - 1964     MARK NOT FOUND   NGS
 TF0195
 TF0195                          STATION DESCRIPTION
 TF0195
 TF0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0195'IN TOWNER.
 TF0195'AT TOWNER, MCHENRY COUNTY, ON THE GREAT NORTHERN RAILWAY, AT THE SOUTH
 TF0195'SIDE OF A WATER TANK, ON THE TOP OF THE WEST FOOTING, AND 10 FEET FROM
 TF0195'THE CENTERLINE OF THE TRACK.  A 1-INCH CHISELED SQUARE. NOTE-- THE
 TF0195'CONCRETE FOOTINGS AT THE DESCRIBED LOCATION OF THIS MARK HAVE BEEN
 TF0195'DESTROYED.  MARK IS BELIEVED DESTROYED WHEN THE WATER TANK WAS TORN
 TF0195'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1460 ***********************************************************************
 TF1460  DESIGNATION -  N 3 B 1
 TF1460  PID         -  TF1460
 TF1460  STATE/COUNTY-  ND/RENVILLE
 TF1460  USGS QUAD   -  MOHALL (1980)
 TF1460
 TF1460                         *CURRENT SURVEY CONTROL
 TF1460  ___________________________________________________________________
 TF1460* NAD 83(1986)-  48 49 35.     (N)    101 31 26.     (W)     SCALED    
 TF1460* NAVD 88     -       496.879  (meters)    1630.18   (feet)  ADJUSTED  
 TF1460  ___________________________________________________________________
 TF1460  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF1460  DYNAMIC HT  -         496.988 (meters)    1630.53  (feet)  COMP
 TF1460  MODELED GRAV-     980,815.7   (mgal)                       NAVD 88
 TF1460
 TF1460  VERT ORDER  -  SECOND    CLASS 0
 TF1460
 TF1460.The horizontal coordinates were scaled from a topographic map and have
 TF1460.an estimated accuracy of +/- 6 seconds.
 TF1460
 TF1460.The orthometric height was determined by differential leveling
 TF1460.and adjusted by the National Geodetic Survey in June 1991..
 TF1460
 TF1460.The geoid height was determined by GEOID03.
 TF1460
 TF1460.The dynamic height is computed by dividing the NAVD 88
 TF1460.geopotential number by the normal gravity value computed on the
 TF1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1460.degrees latitude (g = 980.6199 gals.).
 TF1460
 TF1460.The modeled gravity was interpolated from observed gravity values.
 TF1460
 TF1460;                    North         East    Units  Estimated Accuracy
 TF1460;SPC ND N     -   203,570.      524,820.      MT  (+/- 180 meters Scaled)
 TF1460
 TF1460                          SUPERSEDED SURVEY CONTROL
 TF1460
 TF1460  NGVD 29 (??/??/92)  496.51   (m)         1629.0    (f) COMPUTED    2 0
 TF1460
 TF1460.Superseded values are not recommended for survey control.
 TF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1460.See file dsdata.txt to determine how the superseded data were derived.
 TF1460
 TF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV147112(NAD 83)
 TF1460_MARKER: DD = SURVEY DISK
 TF1460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1460_SP_SET: CONCRETE CYLINDER
 TF1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1460
 TF1460  HISTORY     - Date     Condition        Report By
 TF1460  HISTORY     - UNK      MONUMENTED       DOD
 TF1460  HISTORY     - 1963     GOOD             NGS
 TF1460
 TF1460                          STATION DESCRIPTION
 TF1460
 TF1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1460'5.0 MI N FROM MOHALL.
 TF1460'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1460'MOHALL, THENCE 4.25 MILES NORTH ALONG COUNTY ROAD 9 TO N 3 Z NO 1 ON
 TF1460'THE EAST SIDE OF THE ROAD, THENCE 0.4 MILES NORTHWEST ACROSS A FIELD,
 TF1460'THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH
 TF1460'IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4
 TF1460'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1458 ***********************************************************************
 TF1458  DESIGNATION -  N 3 B 2
 TF1458  PID         -  TF1458
 TF1458  STATE/COUNTY-  ND/RENVILLE
 TF1458  USGS QUAD   -  MOHALL (1980)
 TF1458
 TF1458                         *CURRENT SURVEY CONTROL
 TF1458  ___________________________________________________________________
 TF1458* NAD 83(1986)-  48 49 46.     (N)    101 31 24.     (W)     SCALED    
 TF1458* NAVD 88     -       493.737  (meters)    1619.87   (feet)  ADJUSTED  
 TF1458  ___________________________________________________________________
 TF1458  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF1458  DYNAMIC HT  -         493.846 (meters)    1620.23  (feet)  COMP
 TF1458  MODELED GRAV-     980,816.0   (mgal)                       NAVD 88
 TF1458
 TF1458  VERT ORDER  -  SECOND    CLASS 0
 TF1458
 TF1458.The horizontal coordinates were scaled from a topographic map and have
 TF1458.an estimated accuracy of +/- 6 seconds.
 TF1458
 TF1458.The orthometric height was determined by differential leveling
 TF1458.and adjusted by the National Geodetic Survey in June 1991..
 TF1458
 TF1458.The geoid height was determined by GEOID03.
 TF1458
 TF1458.The dynamic height is computed by dividing the NAVD 88
 TF1458.geopotential number by the normal gravity value computed on the
 TF1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1458.degrees latitude (g = 980.6199 gals.).
 TF1458
 TF1458.The modeled gravity was interpolated from observed gravity values.
 TF1458
 TF1458;                    North         East    Units  Estimated Accuracy
 TF1458;SPC ND N     -   203,910.      524,870.      MT  (+/- 180 meters Scaled)
 TF1458
 TF1458                          SUPERSEDED SURVEY CONTROL
 TF1458
 TF1458  NGVD 29 (??/??/92)  493.37   (m)         1618.7    (f) COMPUTED    2 0
 TF1458
 TF1458.Superseded values are not recommended for survey control.
 TF1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1458.See file dsdata.txt to determine how the superseded data were derived.
 TF1458
 TF1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV148115(NAD 83)
 TF1458_MARKER: DD = SURVEY DISK
 TF1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1458_SP_SET: CONCRETE CYLINDER
 TF1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1458
 TF1458  HISTORY     - Date     Condition        Report By
 TF1458  HISTORY     - UNK      MONUMENTED       DOD
 TF1458  HISTORY     - 1963     GOOD             NGS
 TF1458
 TF1458                          STATION DESCRIPTION
 TF1458
 TF1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1458'5.4 MI N FROM MOHALL.
 TF1458'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1458'MOHALL, THENCE 4.25 MILES NORTH ALONG COUNTY ROAD 9 TO N 3 Z NO 1 ON
 TF1458'THE EAST SIDE OF THE ROAD, THENCE 0.4 MILES NORTHWEST ACROSS A FIELD
 TF1458'TO N3 B1 (USAF), THENCE 0.4 MILES NORTH ACROSS A FIELD, THE TOP
 TF1458'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF1458'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1461 ***********************************************************************
 TF1461  DESIGNATION -  N 3 Z
 TF1461  PID         -  TF1461
 TF1461  STATE/COUNTY-  ND/RENVILLE
 TF1461  USGS QUAD   -  MOHALL (1980)
 TF1461
 TF1461                         *CURRENT SURVEY CONTROL
 TF1461  ___________________________________________________________________
 TF1461* NAD 83(1986)-  48 49 30.     (N)    101 31 01.     (W)     SCALED    
 TF1461* NAVD 88     -       492.967  (meters)    1617.34   (feet)  ADJUSTED  
 TF1461  ___________________________________________________________________
 TF1461  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF1461  DYNAMIC HT  -         493.076 (meters)    1617.70  (feet)  COMP
 TF1461  MODELED GRAV-     980,815.7   (mgal)                       NAVD 88
 TF1461
 TF1461  VERT ORDER  -  SECOND    CLASS 0
 TF1461
 TF1461.The horizontal coordinates were scaled from a topographic map and have
 TF1461.an estimated accuracy of +/- 6 seconds.
 TF1461
 TF1461.The orthometric height was determined by differential leveling
 TF1461.and adjusted by the National Geodetic Survey in June 1991..
 TF1461
 TF1461.The geoid height was determined by GEOID03.
 TF1461
 TF1461.The dynamic height is computed by dividing the NAVD 88
 TF1461.geopotential number by the normal gravity value computed on the
 TF1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1461.degrees latitude (g = 980.6199 gals.).
 TF1461
 TF1461.The modeled gravity was interpolated from observed gravity values.
 TF1461
 TF1461;                    North         East    Units  Estimated Accuracy
 TF1461;SPC ND N     -   203,410.      525,330.      MT  (+/- 180 meters Scaled)
 TF1461
 TF1461                          SUPERSEDED SURVEY CONTROL
 TF1461
 TF1461  NGVD 29 (??/??/92)  492.60   (m)         1616.1    (f) COMPUTED    2 0
 TF1461
 TF1461.Superseded values are not recommended for survey control.
 TF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1461.See file dsdata.txt to determine how the superseded data were derived.
 TF1461
 TF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV152110(NAD 83)
 TF1461_MARKER: DS = TRIANGULATION STATION DISK
 TF1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1461_STAMPING: N 3 Z 1963
 TF1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1461+STABILITY: SURFACE MOTION
 TF1461
 TF1461  HISTORY     - Date     Condition        Report By
 TF1461  HISTORY     - 1963     MONUMENTED       CGS
 TF1461
 TF1461                          STATION DESCRIPTION
 TF1461
 TF1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1461'4.6 MI N FROM MOHALL.
 TF1461'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1461'MOHALL, THENCE 4.25 MILES NORTH ALONG COUNTY ROAD 9, 400 FEET EAST OF
 TF1461'THE CENTER LINE OF THE ROAD, 324 FEET EAST OF A FENCE, AT THE SOUTH
 TF1461'EDGE OF A SMALL UNPLOWED HOLLOW, 349 FEET NORTHEAST OF N 3 Z R.M. 1,
 TF1461'376.8 FEET SOUTHEAST OF N 3 Z R.M. 2, AND SET IN THE TOP OF A CONCRETE
 TF1461'POST 14-INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1463 ***********************************************************************
 TF1463  DESIGNATION -  N 3 Z RM 1
 TF1463  PID         -  TF1463
 TF1463  STATE/COUNTY-  ND/RENVILLE
 TF1463  USGS QUAD   -  MOHALL (1980)
 TF1463
 TF1463                         *CURRENT SURVEY CONTROL
 TF1463  ___________________________________________________________________
 TF1463* NAD 83(1986)-  48 49 27.     (N)    101 31 01.     (W)     SCALED    
 TF1463* NAVD 88     -       494.880  (meters)    1623.62   (feet)  ADJUSTED  
 TF1463  ___________________________________________________________________
 TF1463  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF1463  DYNAMIC HT  -         494.989 (meters)    1623.98  (feet)  COMP
 TF1463  MODELED GRAV-     980,815.6   (mgal)                       NAVD 88
 TF1463
 TF1463  VERT ORDER  -  SECOND    CLASS 0
 TF1463
 TF1463.The horizontal coordinates were scaled from a topographic map and have
 TF1463.an estimated accuracy of +/- 6 seconds.
 TF1463
 TF1463.The orthometric height was determined by differential leveling
 TF1463.and adjusted by the National Geodetic Survey in June 1991..
 TF1463
 TF1463.The geoid height was determined by GEOID03.
 TF1463
 TF1463.The dynamic height is computed by dividing the NAVD 88
 TF1463.geopotential number by the normal gravity value computed on the
 TF1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1463.degrees latitude (g = 980.6199 gals.).
 TF1463
 TF1463.The modeled gravity was interpolated from observed gravity values.
 TF1463
 TF1463;                    North         East    Units  Estimated Accuracy
 TF1463;SPC ND N     -   203,320.      525,330.      MT  (+/- 180 meters Scaled)
 TF1463
 TF1463                          SUPERSEDED SURVEY CONTROL
 TF1463
 TF1463  NGVD 29 (??/??/92)  494.51   (m)         1622.4    (f) COMPUTED    2 0
 TF1463
 TF1463.Superseded values are not recommended for survey control.
 TF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1463.See file dsdata.txt to determine how the superseded data were derived.
 TF1463
 TF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV152109(NAD 83)
 TF1463_MARKER: DR = REFERENCE MARK DISK
 TF1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1463_STAMPING: N 3 Z NO 1 1963
 TF1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1463+STABILITY: SURFACE MOTION
 TF1463
 TF1463  HISTORY     - Date     Condition        Report By
 TF1463  HISTORY     - 1963     MONUMENTED       CGS
 TF1463
 TF1463                          STATION DESCRIPTION
 TF1463
 TF1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1463'4.6 MI N FROM MOHALL.
 TF1463'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1463'MOHALL, THENCE 4.25 MILES NORTH ALONG COUNTY ROAD 9, 76 1/2 FEET EAST
 TF1463'OF THE CENTER LINE OF THE ROAD, 349 FEET SOUTHWEST OF N 3 Z 1963, 86
 TF1463'FEET SOUTH OF A TELEPHONE POLE, 19 FEET NORTH OF THE CENTER OF A FIELD
 TF1463'GATE, 1 1/2 FEET SOUTHEAST OF THE NORTH POST OF THE GATE, 2.0 FEET
 TF1463'SOUTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 TF1463'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1462 ***********************************************************************
 TF1462  DESIGNATION -  N 3 Z RM 2
 TF1462  PID         -  TF1462
 TF1462  STATE/COUNTY-  ND/RENVILLE
 TF1462  USGS QUAD   -  MOHALL (1980)
 TF1462
 TF1462                         *CURRENT SURVEY CONTROL
 TF1462  ___________________________________________________________________
 TF1462* NAD 83(1986)-  48 49 33.     (N)    101 31 02.     (W)     SCALED    
 TF1462* NAVD 88     -       494.027  (meters)    1620.82   (feet)  ADJUSTED  
 TF1462  ___________________________________________________________________
 TF1462  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF1462  DYNAMIC HT  -         494.137 (meters)    1621.18  (feet)  COMP
 TF1462  MODELED GRAV-     980,815.8   (mgal)                       NAVD 88
 TF1462
 TF1462  VERT ORDER  -  SECOND    CLASS 0
 TF1462
 TF1462.The horizontal coordinates were scaled from a topographic map and have
 TF1462.an estimated accuracy of +/- 6 seconds.
 TF1462
 TF1462.The orthometric height was determined by differential leveling
 TF1462.and adjusted by the National Geodetic Survey in June 1991..
 TF1462
 TF1462.The geoid height was determined by GEOID03.
 TF1462
 TF1462.The dynamic height is computed by dividing the NAVD 88
 TF1462.geopotential number by the normal gravity value computed on the
 TF1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1462.degrees latitude (g = 980.6199 gals.).
 TF1462
 TF1462.The modeled gravity was interpolated from observed gravity values.
 TF1462
 TF1462;                    North         East    Units  Estimated Accuracy
 TF1462;SPC ND N     -   203,500.      525,310.      MT  (+/- 180 meters Scaled)
 TF1462
 TF1462                          SUPERSEDED SURVEY CONTROL
 TF1462
 TF1462  NGVD 29 (??/??/92)  493.66   (m)         1619.6    (f) COMPUTED    2 0
 TF1462
 TF1462.Superseded values are not recommended for survey control.
 TF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1462.See file dsdata.txt to determine how the superseded data were derived.
 TF1462
 TF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV152111(NAD 83)
 TF1462_MARKER: DR = REFERENCE MARK DISK
 TF1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1462_STAMPING: N 3 Z NO 2 1963
 TF1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1462+STABILITY: SURFACE MOTION
 TF1462
 TF1462  HISTORY     - Date     Condition        Report By
 TF1462  HISTORY     - 1963     MONUMENTED       CGS
 TF1462
 TF1462                          STATION DESCRIPTION
 TF1462
 TF1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1462'4.6 MI N FROM MOHALL.
 TF1462'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1462'MOHALL, THENCE 4.25 MILES NORTH ALONG COUNTY ROAD 9, 72 FEET EAST OF
 TF1462'THE CENTER LINE OF THE ROAD, 376.8 FEET NORTHWEST OF N 3 Z 1963, 59
 TF1462'1/2 FEET SOUTH OF A TELEPHONE POLE, 4 FEET WEST OF A FENCE, 2 1/2 FEET
 TF1462'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF1462'PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0570 ***********************************************************************
 RP0570  DESIGNATION -  N 30
 RP0570  PID         -  RP0570
 RP0570  STATE/COUNTY-  ND/RANSOM
 RP0570  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0570
 RP0570                         *CURRENT SURVEY CONTROL
 RP0570  ___________________________________________________________________
 RP0570* NAD 83(1986)-  46 34 20.     (N)    097 32 34.     (W)     SCALED    
 RP0570* NAVD 88     -       337.771  (meters)    1108.17   (feet)  ADJUSTED  
 RP0570  ___________________________________________________________________
 RP0570  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 RP0570  DYNAMIC HT  -         337.786 (meters)    1108.22  (feet)  COMP
 RP0570  MODELED GRAV-     980,649.2   (mgal)                       NAVD 88
 RP0570
 RP0570  VERT ORDER  -  SECOND    CLASS 0
 RP0570
 RP0570.The horizontal coordinates were scaled from a topographic map and have
 RP0570.an estimated accuracy of +/- 6 seconds.
 RP0570
 RP0570.The orthometric height was determined by differential leveling
 RP0570.and adjusted by the National Geodetic Survey in June 1991..
 RP0570
 RP0570.The geoid height was determined by GEOID03.
 RP0570
 RP0570.The dynamic height is computed by dividing the NAVD 88
 RP0570.geopotential number by the normal gravity value computed on the
 RP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0570.degrees latitude (g = 980.6199 gals.).
 RP0570
 RP0570.The modeled gravity was interpolated from observed gravity values.
 RP0570
 RP0570;                    North         East    Units  Estimated Accuracy
 RP0570;SPC ND S     -   104,930.      826,640.      MT  (+/- 180 meters Scaled)
 RP0570
 RP0570                          SUPERSEDED SURVEY CONTROL
 RP0570
 RP0570  NGVD 29 (??/??/92)  337.462  (m)         1107.16   (f) ADJ UNCH    2 0
 RP0570
 RP0570.Superseded values are not recommended for survey control.
 RP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0570.See file dsdata.txt to determine how the superseded data were derived.
 RP0570
 RP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS116586(NAD 83)
 RP0570_MARKER: DB = BENCH MARK DISK
 RP0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0570_STAMPING: N-30 1934
 RP0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0570+STABILITY: SURFACE MOTION
 RP0570
 RP0570  HISTORY     - Date     Condition        Report By
 RP0570  HISTORY     - 1934     MONUMENTED       CGS
 RP0570
 RP0570                          STATION DESCRIPTION
 RP0570
 RP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0570'2.6 MI W FROM SHELDON.
 RP0570'2.6 MILES WEST OF SHELDON, AT WILLARD CROSSING ALONG THE NORTHERN
 RP0570'PACIFIC RAILROAD, 5 POLES SOUTHWEST OF THE MINNEAPOLIS, ST PAUL AND
 RP0570'SAULT STE MARIE RAILROAD CROSSING.  AT PUBLIC ROAD CROSSING, 153 FEET
 RP0570'SOUTHWEST OF THE CENTER OF THE CROSSING, 40 FEET NORTHWEST OF
 RP0570'CENTERLINE OF THE TRACKS AND 7 FEET NORTHEAST OF TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0153 ***********************************************************************
 SM0153  DESIGNATION -  N 300
 SM0153  PID         -  SM0153
 SM0153  STATE/COUNTY-  ND/GRIGGS
 SM0153  USGS QUAD   -  BINFORD NW (1961)
 SM0153
 SM0153                         *CURRENT SURVEY CONTROL
 SM0153  ___________________________________________________________________
 SM0153* NAD 83(1986)-  47 40 20.     (N)    098 24 48.     (W)     SCALED    
 SM0153* NAVD 88     -       472.358  (meters)    1549.73   (feet)  ADJUSTED  
 SM0153  ___________________________________________________________________
 SM0153  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 SM0153  DYNAMIC HT  -         472.426 (meters)    1549.95  (feet)  COMP
 SM0153  MODELED GRAV-     980,740.4   (mgal)                       NAVD 88
 SM0153
 SM0153  VERT ORDER  -  SECOND    CLASS 0
 SM0153
 SM0153.The horizontal coordinates were scaled from a topographic map and have
 SM0153.an estimated accuracy of +/- 6 seconds.
 SM0153
 SM0153.The orthometric height was determined by differential leveling
 SM0153.and adjusted by the National Geodetic Survey in June 1991..
 SM0153
 SM0153.The geoid height was determined by GEOID03.
 SM0153
 SM0153.The dynamic height is computed by dividing the NAVD 88
 SM0153.geopotential number by the normal gravity value computed on the
 SM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0153.degrees latitude (g = 980.6199 gals.).
 SM0153
 SM0153.The modeled gravity was interpolated from observed gravity values.
 SM0153
 SM0153;                    North         East    Units  Estimated Accuracy
 SM0153;SPC ND N     -    76,860.      756,680.      MT  (+/- 180 meters Scaled)
 SM0153
 SM0153                          SUPERSEDED SURVEY CONTROL
 SM0153
 SM0153  NGVD 29 (??/??/92)  472.003  (m)         1548.56   (f) ADJ UNCH    2 0
 SM0153
 SM0153.Superseded values are not recommended for survey control.
 SM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0153.See file dsdata.txt to determine how the superseded data were derived.
 SM0153
 SM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT440800(NAD 83)
 SM0153_MARKER: DB = BENCH MARK DISK
 SM0153_SETTING: 80 = SET IN A BOULDER
 SM0153_SP_SET: BOULDER
 SM0153_STAMPING: N 300 1963
 SM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0153+STABILITY: SURFACE MOTION
 SM0153
 SM0153  HISTORY     - Date     Condition        Report By
 SM0153  HISTORY     - 1963     MONUMENTED       CGS
 SM0153
 SM0153                          STATION DESCRIPTION
 SM0153
 SM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0153'12.7 MI SE FROM TOLNA.
 SM0153'ABOUT 10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0153'RAILWAY STATION AT TOLNA, THENCE 1.8 MILES EAST ALONG A FENCE LINE IN
 SM0153'SECTION 2, T 148 N, R 61 W, 98 FEET NORTH OF THE CENTER LINE OF A
 SM0153'TRAIL ROAD, 150 FEET WEST OF THE CROSS OF A SMALL HILL, 74 FEET
 SM0153'NORTHEAST OF A LONE 6-INCH ASPEN TREE, 6 FEET SOUTH OF A FENCE, 4.0
 SM0153'FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A GRANITE
 SM0153'BOULDER IMBEDED IN THE GROUND AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0998 ***********************************************************************
 SL0998  DESIGNATION -  N 301
 SL0998  PID         -  SL0998
 SL0998  STATE/COUNTY-  ND/GRAND FORKS
 SL0998  USGS QUAD   -  NORTHWOOD NW (1970)
 SL0998
 SL0998                         *CURRENT SURVEY CONTROL
 SL0998  ___________________________________________________________________
 SL0998* NAD 83(1986)-  47 40 59.     (N)    097 40 01.     (W)     SCALED    
 SL0998* NAVD 88     -       356.082  (meters)    1168.25   (feet)  ADJUSTED  
 SL0998  ___________________________________________________________________
 SL0998  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 SL0998  DYNAMIC HT  -         356.133 (meters)    1168.41  (feet)  COMP
 SL0998  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 SL0998
 SL0998  VERT ORDER  -  SECOND    CLASS 0
 SL0998
 SL0998.The horizontal coordinates were scaled from a topographic map and have
 SL0998.an estimated accuracy of +/- 6 seconds.
 SL0998
 SL0998.The orthometric height was determined by differential leveling
 SL0998.and adjusted by the National Geodetic Survey in June 1991..
 SL0998
 SL0998.The geoid height was determined by GEOID03.
 SL0998
 SL0998.The dynamic height is computed by dividing the NAVD 88
 SL0998.geopotential number by the normal gravity value computed on the
 SL0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0998.degrees latitude (g = 980.6199 gals.).
 SL0998
 SL0998.The modeled gravity was interpolated from observed gravity values.
 SL0998
 SL0998;                    North         East    Units  Estimated Accuracy
 SL0998;SPC ND N     -    79,860.      812,650.      MT  (+/- 180 meters Scaled)
 SL0998
 SL0998                          SUPERSEDED SURVEY CONTROL
 SL0998
 SL0998  NGVD 29 (??/??/92)  355.721  (m)         1167.06   (f) ADJ UNCH    2 0
 SL0998
 SL0998.Superseded values are not recommended for survey control.
 SL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0998.See file dsdata.txt to determine how the superseded data were derived.
 SL0998
 SL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT000819(NAD 83)
 SL0998_MARKER: DB = BENCH MARK DISK
 SL0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0998_STAMPING: N 301 1963
 SL0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0998+STABILITY: SURFACE MOTION
 SL0998
 SL0998  HISTORY     - Date     Condition        Report By
 SL0998  HISTORY     - 1963     MONUMENTED       CGS
 SL0998
 SL0998                          STATION DESCRIPTION
 SL0998
 SL0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0998'8.45 MI SW FROM NORTHWOOD.
 SL0998'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0998'STATION AT NORTHWOOD, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, THENCE
 SL0998'4.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.25 MILES SOUTH ALONG A
 SL0998'GRAVELED ROAD, IN SECTION 35, T 149 N, R 55 W, 47 FEET EAST OF THE
 SL0998'CENTER LINE OF THE ROAD, 66 FEET NORTH OF THE CENTER LINE OF A FIELD
 SL0998'DRIVE WAY, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 SL0998'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SL0998'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1054 ***********************************************************************
 SL1054  DESIGNATION -  N 302
 SL1054  PID         -  SL1054
 SL1054  STATE/COUNTY-  ND/STEELE
 SL1054  USGS QUAD   -  SHARON (1967)
 SL1054
 SL1054                         *CURRENT SURVEY CONTROL
 SL1054  ___________________________________________________________________
 SL1054* NAD 83(1986)-  47 36 04.     (N)    097 55 13.     (W)     SCALED    
 SL1054* NAVD 88     -       466.078  (meters)    1529.12   (feet)  ADJUSTED  
 SL1054  ___________________________________________________________________
 SL1054  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 SL1054  DYNAMIC HT  -         466.131 (meters)    1529.30  (feet)  COMP
 SL1054  MODELED GRAV-     980,712.7   (mgal)                       NAVD 88
 SL1054
 SL1054  VERT ORDER  -  SECOND    CLASS 0
 SL1054
 SL1054.The horizontal coordinates were scaled from a topographic map and have
 SL1054.an estimated accuracy of +/- 6 seconds.
 SL1054
 SL1054.The orthometric height was determined by differential leveling
 SL1054.and adjusted by the National Geodetic Survey in June 1991..
 SL1054
 SL1054.The geoid height was determined by GEOID03.
 SL1054
 SL1054.The dynamic height is computed by dividing the NAVD 88
 SL1054.geopotential number by the normal gravity value computed on the
 SL1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1054.degrees latitude (g = 980.6199 gals.).
 SL1054
 SL1054.The modeled gravity was interpolated from observed gravity values.
 SL1054
 SL1054;                    North         East    Units  Estimated Accuracy
 SL1054;SPC ND N     -    70,080.      793,950.      MT  (+/- 180 meters Scaled)
 SL1054
 SL1054                          SUPERSEDED SURVEY CONTROL
 SL1054
 SL1054  NGVD 29 (??/??/92)  465.707  (m)         1527.91   (f) ADJ UNCH    2 0
 SL1054
 SL1054.Superseded values are not recommended for survey control.
 SL1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1054.See file dsdata.txt to determine how the superseded data were derived.
 SL1054
 SL1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT811725(NAD 83)
 SL1054_MARKER: DB = BENCH MARK DISK
 SL1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1054_STAMPING: N 302 1963
 SL1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1054+STABILITY: SURFACE MOTION
 SL1054
 SL1054  HISTORY     - Date     Condition        Report By
 SL1054  HISTORY     - 1963     MONUMENTED       CGS
 SL1054
 SL1054                          STATION DESCRIPTION
 SL1054
 SL1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1054'1.1 MI W FROM SHARON.
 SL1054'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1054'CHURCH AT SHARON, IN SECTION 27, T 148 N, R 57 W, 110 FEET SOUTH OF
 SL1054'THE CENTER OF THE INTERSECTION WITH A GRAVELED ROAD NORTH AND A TRAIL
 SL1054'ROAD SOUTH, 98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 SL1054'EAST OF THE CENTER LINE OF THE GRAVELED ROAD NORTH, 19 FEET NORTHWEST
 SL1054'OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A METAL
 SL1054'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SL1054'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0457 ***********************************************************************
 SM0457  DESIGNATION -  N 303
 SM0457  PID         -  SM0457
 SM0457  STATE/COUNTY-  ND/GRIGGS
 SM0457  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0457
 SM0457                         *CURRENT SURVEY CONTROL
 SM0457  ___________________________________________________________________
 SM0457* NAD 83(1986)-  47 26 33.     (N)    098 03 56.     (W)     SCALED    
 SM0457* NAVD 88     -       437.351  (meters)    1434.88   (feet)  ADJUSTED  
 SM0457  ___________________________________________________________________
 SM0457  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 SM0457  DYNAMIC HT  -         437.397 (meters)    1435.03  (feet)  COMP
 SM0457  MODELED GRAV-     980,703.9   (mgal)                       NAVD 88
 SM0457
 SM0457  VERT ORDER  -  SECOND    CLASS 0
 SM0457
 SM0457.The horizontal coordinates were scaled from a topographic map and have
 SM0457.an estimated accuracy of +/- 6 seconds.
 SM0457
 SM0457.The orthometric height was determined by differential leveling
 SM0457.and adjusted by the National Geodetic Survey in June 1991..
 SM0457
 SM0457.The geoid height was determined by GEOID03.
 SM0457
 SM0457.The dynamic height is computed by dividing the NAVD 88
 SM0457.geopotential number by the normal gravity value computed on the
 SM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0457.degrees latitude (g = 980.6199 gals.).
 SM0457
 SM0457.The modeled gravity was interpolated from observed gravity values.
 SM0457
 SM0457;                    North         East    Units  Estimated Accuracy
 SM0457;SPC ND N     -    52,100.      783,590.      MT  (+/- 180 meters Scaled)
 SM0457
 SM0457                          SUPERSEDED SURVEY CONTROL
 SM0457
 SM0457  NGVD 29 (??/??/92)  436.992  (m)         1433.70   (f) ADJ UNCH    2 0
 SM0457
 SM0457.Superseded values are not recommended for survey control.
 SM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0457.See file dsdata.txt to determine how the superseded data were derived.
 SM0457
 SM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT704547(NAD 83)
 SM0457_MARKER: DB = BENCH MARK DISK
 SM0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0457_STAMPING: N 303 1963
 SM0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0457+STABILITY: SURFACE MOTION
 SM0457
 SM0457  HISTORY     - Date     Condition        Report By
 SM0457  HISTORY     - 1963     MONUMENTED       CGS
 SM0457
 SM0457                          STATION DESCRIPTION
 SM0457
 SM0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0457'3.1 MI E FROM COOPERSTOWN.
 SM0457'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0457'STATION AT COOPERSTOWN, THENCE 1.0 MILE EAST ALONG ROLLIN AVENUE,
 SM0457'THENCE 1.9 MILES EAST ALONG STATE HIGHWAY 7, IN SECTION 21, T 146 N, R
 SM0457'58 W, 85 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF
 SM0457'A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SM0457'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0637 ***********************************************************************
 SL0637  DESIGNATION -  N 304
 SL0637  PID         -  SL0637
 SL0637  STATE/COUNTY-  ND/STEELE
 SL0637  USGS QUAD   -  HOPE NE (1968)
 SL0637
 SL0637                         *CURRENT SURVEY CONTROL
 SL0637  ___________________________________________________________________
 SL0637* NAD 83(1986)-  47 29 04.     (N)    097 37 20.     (W)     SCALED    
 SL0637* NAVD 88     -       340.312  (meters)    1116.51   (feet)  ADJUSTED  
 SL0637  ___________________________________________________________________
 SL0637  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SL0637  DYNAMIC HT  -         340.356 (meters)    1116.65  (feet)  COMP
 SL0637  MODELED GRAV-     980,729.6   (mgal)                       NAVD 88
 SL0637
 SL0637  VERT ORDER  -  SECOND    CLASS 0
 SL0637
 SL0637.The horizontal coordinates were scaled from a topographic map and have
 SL0637.an estimated accuracy of +/- 6 seconds.
 SL0637
 SL0637.The orthometric height was determined by differential leveling
 SL0637.and adjusted by the National Geodetic Survey in June 1991..
 SL0637
 SL0637.The geoid height was determined by GEOID03.
 SL0637
 SL0637.The dynamic height is computed by dividing the NAVD 88
 SL0637.geopotential number by the normal gravity value computed on the
 SL0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0637.degrees latitude (g = 980.6199 gals.).
 SL0637
 SL0637.The modeled gravity was interpolated from observed gravity values.
 SL0637
 SL0637;                    North         East    Units  Estimated Accuracy
 SL0637;SPC ND N     -    57,910.      816,830.      MT  (+/- 180 meters Scaled)
 SL0637
 SL0637                          SUPERSEDED SURVEY CONTROL
 SL0637
 SL0637  NGVD 29 (??/??/92)  339.960  (m)         1115.35   (f) ADJ UNCH    2 0
 SL0637
 SL0637.Superseded values are not recommended for survey control.
 SL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0637.See file dsdata.txt to determine how the superseded data were derived.
 SL0637
 SL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT037599(NAD 83)
 SL0637_MARKER: DB = BENCH MARK DISK
 SL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0637_STAMPING: N 304 1963
 SL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0637+STABILITY: SURFACE MOTION
 SL0637
 SL0637  HISTORY     - Date     Condition        Report By
 SL0637  HISTORY     - 1963     MONUMENTED       CGS
 SL0637
 SL0637                          STATION DESCRIPTION
 SL0637
 SL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0637'11.8 MI NE FROM PICKERT.
 SL0637'8.8 MILES EAST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SL0637'PICKERT, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, OR ABOUT 10.3
 SL0637'MILES EAST ALONG STATE HIGHWAY 7 FROM THE PUBLIC SCHOOL AT FINLEY,
 SL0637'THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 1, T 146 N, R
 SL0637'55 114 FEET NORTHEAST OF THE CENTER OF AN INTERSECTION OF GRAVELED
 SL0637'ROADS, 76 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 87 FEET
 SL0637'NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 3 1/2 FEET
 SL0637'NORTH OF A POWER POLE BRACED BY A GUY WIRE, 2.0 FEET SOUTH OF A METAL
 SL0637'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 SL0637'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0385 ***********************************************************************
 SL0385  DESIGNATION -  N 305
 SL0385  PID         -  SL0385
 SL0385  STATE/COUNTY-  ND/GRAND FORKS
 SL0385  USGS QUAD   -  KELLY (1963)
 SL0385
 SL0385                         *CURRENT SURVEY CONTROL
 SL0385  ___________________________________________________________________
 SL0385* NAD 83(1986)-  47 57 01.     (N)    097 10 40.     (W)     SCALED    
 SL0385* NAVD 88     -       255.215  (meters)     837.32   (feet)  ADJUSTED  
 SL0385  ___________________________________________________________________
 SL0385  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 SL0385  DYNAMIC HT  -         255.261 (meters)     837.47  (feet)  COMP
 SL0385  MODELED GRAV-     980,788.5   (mgal)                       NAVD 88
 SL0385
 SL0385  VERT ORDER  -  FIRST     CLASS II
 SL0385
 SL0385.This mark is at Grand Forks Airport (GFK)
 SL0385
 SL0385.The horizontal coordinates were scaled from a topographic map and have
 SL0385.an estimated accuracy of +/- 6 seconds.
 SL0385
 SL0385.The orthometric height was determined by differential leveling
 SL0385.and adjusted by the National Geodetic Survey in June 1991..
 SL0385
 SL0385.The geoid height was determined by GEOID03.
 SL0385
 SL0385.The dynamic height is computed by dividing the NAVD 88
 SL0385.geopotential number by the normal gravity value computed on the
 SL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0385.degrees latitude (g = 980.6199 gals.).
 SL0385
 SL0385.The modeled gravity was interpolated from observed gravity values.
 SL0385
 SL0385;                    North         East    Units  Estimated Accuracy
 SL0385;SPC ND N     -   111,010.      848,070.      MT  (+/- 180 meters Scaled)
 SL0385
 SL0385                          SUPERSEDED SURVEY CONTROL
 SL0385
 SL0385  NGVD 29 (??/??/92)  254.882  (m)          836.23   (f) ADJ UNCH    1 2
 SL0385
 SL0385.Superseded values are not recommended for survey control.
 SL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0385.See file dsdata.txt to determine how the superseded data were derived.
 SL0385
 SL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU360123(NAD 83)
 SL0385_MARKER: DB = BENCH MARK DISK
 SL0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0385_SP_SET: CONCRETE BASE
 SL0385_STAMPING: N 305 1963
 SL0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0385
 SL0385  HISTORY     - Date     Condition        Report By
 SL0385  HISTORY     - 1963     MONUMENTED       CGS
 SL0385  HISTORY     - 1971     GOOD             NGS
 SL0385
 SL0385                          STATION DESCRIPTION
 SL0385
 SL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0385'8.6 MI W FROM GRAND FORKS.
 SL0385'ABOUT 6.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0385'AT GRAND FORKS, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 SL0385'1.0 MILE NORTH ALONG A PAVED ROAD, IN SECTION 28, T 152 N, R 51 W,
 SL0385'ABOUT 0.25 MILE NORTHWEST OF THE AIRPORT ENTRANCE, ABOUT 0.15 MILE
 SL0385'NORTHWEST OF THE BECON LIGHT, ABOUT 0.1 MILE NORTHWEST OF THE
 SL0385'ADMINISTRATION BUILDING, AND SET VERTICALLY IN THE EAST FACE OF THE
 SL0385'CONCRETE BASE OF THE WIND T, ABOUT 0.5 FEET ABOVE THE GROUND.
 SL0385
 SL0385                          STATION RECOVERY (1971)
 SL0385
 SL0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 SL0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0252 ***********************************************************************
 SM0252  DESIGNATION -  N 306
 SM0252  PID         -  SM0252
 SM0252  STATE/COUNTY-  ND/NELSON
 SM0252  USGS QUAD   -  MC VILLE (1961)
 SM0252
 SM0252                         *CURRENT SURVEY CONTROL
 SM0252  ___________________________________________________________________
 SM0252* NAD 83(1986)-  47 51 36.     (N)    098 10 57.     (W)     SCALED    
 SM0252* NAVD 88     -       457.386  (meters)    1500.61   (feet)  ADJUSTED  
 SM0252  ___________________________________________________________________
 SM0252  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 SM0252  DYNAMIC HT  -         457.465 (meters)    1500.87  (feet)  COMP
 SM0252  MODELED GRAV-     980,769.9   (mgal)                       NAVD 88
 SM0252
 SM0252  VERT ORDER  -  SECOND    CLASS 0
 SM0252
 SM0252.The horizontal coordinates were scaled from a topographic map and have
 SM0252.an estimated accuracy of +/- 6 seconds.
 SM0252
 SM0252.The orthometric height was determined by differential leveling
 SM0252.and adjusted by the National Geodetic Survey in June 1991..
 SM0252
 SM0252.The geoid height was determined by GEOID03.
 SM0252
 SM0252.The dynamic height is computed by dividing the NAVD 88
 SM0252.geopotential number by the normal gravity value computed on the
 SM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0252.degrees latitude (g = 980.6199 gals.).
 SM0252
 SM0252.The modeled gravity was interpolated from observed gravity values.
 SM0252
 SM0252;                    North         East    Units  Estimated Accuracy
 SM0252;SPC ND N     -    98,220.      773,380.      MT  (+/- 180 meters Scaled)
 SM0252
 SM0252                          SUPERSEDED SURVEY CONTROL
 SM0252
 SM0252  NGVD 29 (??/??/92)  457.026  (m)         1499.43   (f) ADJ UNCH    2 0
 SM0252
 SM0252.Superseded values are not recommended for survey control.
 SM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0252.See file dsdata.txt to determine how the superseded data were derived.
 SM0252
 SM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU611010(NAD 83)
 SM0252_MARKER: DB = BENCH MARK DISK
 SM0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0252_STAMPING: N 306 1963
 SM0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0252+STABILITY: SURFACE MOTION
 SM0252
 SM0252  HISTORY     - Date     Condition        Report By
 SM0252  HISTORY     - 1963     MONUMENTED       CGS
 SM0252
 SM0252                          STATION DESCRIPTION
 SM0252
 SM0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0252'8.55 MI N FROM MCVILLE.
 SM0252'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 15 FROM THE GREAT NORTHERN
 SM0252'RAILWAY STATION AT MCVILLE, THENCE 7.3 MILES NORTH ALONG COUNTY ROAD
 SM0252'35, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 35, T 151
 SM0252'N, R 59 W, ACROSS THE ROAD AND IN LINE WITH THE CENTER LINE OF A TRAIL
 SM0252'ROAD NORTH, 93 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST
 SM0252'OF A FENCE LINE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 SM0252'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 SM0252'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0321 ***********************************************************************
 SM0321  DESIGNATION -  N 307
 SM0321  PID         -  SM0321
 SM0321  STATE/COUNTY-  ND/GRIGGS
 SM0321  USGS QUAD   -  KLOTEN SE (1967)
 SM0321
 SM0321                         *CURRENT SURVEY CONTROL
 SM0321  ___________________________________________________________________
 SM0321* NAD 83(1986)-  47 36 04.     (N)    098 05 31.     (W)     SCALED    
 SM0321* NAVD 88     -       426.135  (meters)    1398.08   (feet)  ADJUSTED  
 SM0321  ___________________________________________________________________
 SM0321  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 SM0321  DYNAMIC HT  -         426.188 (meters)    1398.25  (feet)  COMP
 SM0321  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 SM0321
 SM0321  VERT ORDER  -  SECOND    CLASS 0
 SM0321
 SM0321.The horizontal coordinates were scaled from a topographic map and have
 SM0321.an estimated accuracy of +/- 6 seconds.
 SM0321
 SM0321.The orthometric height was determined by differential leveling
 SM0321.and adjusted by the National Geodetic Survey in June 1991..
 SM0321
 SM0321.The geoid height was determined by GEOID03.
 SM0321
 SM0321.The dynamic height is computed by dividing the NAVD 88
 SM0321.geopotential number by the normal gravity value computed on the
 SM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0321.degrees latitude (g = 980.6199 gals.).
 SM0321
 SM0321.The modeled gravity was interpolated from observed gravity values.
 SM0321
 SM0321;                    North         East    Units  Estimated Accuracy
 SM0321;SPC ND N     -    69,660.      781,050.      MT  (+/- 180 meters Scaled)
 SM0321
 SM0321                          SUPERSEDED SURVEY CONTROL
 SM0321
 SM0321  NGVD 29 (??/??/92)  425.770  (m)         1396.88   (f) ADJ UNCH    2 0
 SM0321
 SM0321.Superseded values are not recommended for survey control.
 SM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0321.See file dsdata.txt to determine how the superseded data were derived.
 SM0321
 SM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT682723(NAD 83)
 SM0321_MARKER: DB = BENCH MARK DISK
 SM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0321_STAMPING: N 307 1963
 SM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0321+STABILITY: SURFACE MOTION
 SM0321
 SM0321  HISTORY     - Date     Condition        Report By
 SM0321  HISTORY     - 1963     MONUMENTED       CGS
 SM0321
 SM0321                          STATION DESCRIPTION
 SM0321
 SM0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0321'10.8 MI SW FROM ANETA.
 SM0321'ABOUT 0.2 MILE WEST ALONG MAIN STREET FROM THE GREAT NORTHERN RAILWAY
 SM0321'STATION AT ANETA, THENCE 4.55 MILES SOUTH ALONG STATE HIGHWAY 32,
 SM0321'THENCE 5.05 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH
 SM0321'ALONG A GRAVELED ROAD, OR ABOUT 0.2 MILE WEST ALONG ROBERTS AVENUE
 SM0321'FROM THE NORTHERN PACIFIC RAILWAY STATION AT COOPERSTOWN, THENCE 7.2
 SM0321'MILES NORTH ALONG STATE HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A
 SM0321'GRAVELED ROAD, THENCE 1.8 MILES NORTHEAST ALONG A GRAVELED ROAD,
 SM0321'THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, IN SECTION 31, T 148 N, R
 SM0321'58 W, 96 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD JUNCTION, 35 FEET
 SM0321'SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.7 FEET SOUTH
 SM0321'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD AND
 SM0321'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0620 ***********************************************************************
 SL0620  DESIGNATION -  N 308
 SL0620  PID         -  SL0620
 SL0620  STATE/COUNTY-  ND/STEELE
 SL0620  USGS QUAD   -  LUVERNE NW (1967)
 SL0620
 SL0620                         *CURRENT SURVEY CONTROL
 SL0620  ___________________________________________________________________
 SL0620* NAD 83(1986)-  47 28 14.     (N)    097 56 35.     (W)     SCALED    
 SL0620* NAVD 88     -       458.457  (meters)    1504.12   (feet)  ADJUSTED  
 SL0620  ___________________________________________________________________
 SL0620  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0620  DYNAMIC HT  -         458.502 (meters)    1504.27  (feet)  COMP
 SL0620  MODELED GRAV-     980,696.5   (mgal)                       NAVD 88
 SL0620
 SL0620  VERT ORDER  -  SECOND    CLASS 0
 SL0620
 SL0620.The horizontal coordinates were scaled from a topographic map and have
 SL0620.an estimated accuracy of +/- 6 seconds.
 SL0620
 SL0620.The orthometric height was determined by differential leveling
 SL0620.and adjusted by the National Geodetic Survey in June 1991..
 SL0620
 SL0620.The geoid height was determined by GEOID03.
 SL0620
 SL0620.The dynamic height is computed by dividing the NAVD 88
 SL0620.geopotential number by the normal gravity value computed on the
 SL0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0620.degrees latitude (g = 980.6199 gals.).
 SL0620
 SL0620.The modeled gravity was interpolated from observed gravity values.
 SL0620
 SL0620;                    North         East    Units  Estimated Accuracy
 SL0620;SPC ND N     -    55,520.      792,720.      MT  (+/- 180 meters Scaled)
 SL0620
 SL0620                          SUPERSEDED SURVEY CONTROL
 SL0620
 SL0620  NGVD 29 (??/??/92)  458.090  (m)         1502.92   (f) ADJ UNCH    2 0
 SL0620
 SL0620.Superseded values are not recommended for survey control.
 SL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0620.See file dsdata.txt to determine how the superseded data were derived.
 SL0620
 SL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT796579(NAD 83)
 SL0620_MARKER: DB = BENCH MARK DISK
 SL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0620_STAMPING: N 308 1963
 SL0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0620+STABILITY: SURFACE MOTION
 SL0620
 SL0620  HISTORY     - Date     Condition        Report By
 SL0620  HISTORY     - 1963     MONUMENTED       CGS
 SL0620
 SL0620                          STATION DESCRIPTION
 SL0620
 SL0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0620'8.0 MI SW FROM FINLEY.
 SL0620'1.6 MILES WEST ALONG A PAVED ROAD FROM THE PUBLIC SCHOOL AT FINLEY,
 SL0620'THENCE 3.4 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.0 MILES SOUTH
 SL0620'ALONG A GRAVELED ROAD, IN SECTION 9, R 57 W, T 146 N, ABOUT 0.1 MILE
 SL0620'SOUTHEAST OF A FARMHOUSE, 170 FEET WEST OF THE CENTERLINE OF THE ROAD,
 SL0620'77 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 260 FEET EAST
 SL0620'OF A WELL AND A PUMP, 147 FEET SOUTH OF A 36-INCH COTTONWOOD TREE, 2
 SL0620'1/2 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE,
 SL0620'2.00 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0620'DRIVEWAY,, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SL0620'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 1.2 MILES WEST ALONG A
 SL0620'PAVED ROAD FROM THE GRAIN ELEVATOR AT PICKERT, THENCE 5.0 MILES WEST
 SL0620'ALONG STATE HIGHWAY 7, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0311 ***********************************************************************
 SM0311  DESIGNATION -  N 309
 SM0311  PID         -  SM0311
 SM0311  STATE/COUNTY-  ND/GRIGGS
 SM0311  USGS QUAD   -  JESSIE (1961)
 SM0311
 SM0311                         *CURRENT SURVEY CONTROL
 SM0311  ___________________________________________________________________
 SM0311* NAD 83(1986)-  47 35 15.     (N)    098 14 38.     (W)     SCALED    
 SM0311* NAVD 88     -       451.428  (meters)    1481.06   (feet)  ADJUSTED  
 SM0311  ___________________________________________________________________
 SM0311  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 SM0311  DYNAMIC HT  -         451.495 (meters)    1481.28  (feet)  COMP
 SM0311  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 SM0311
 SM0311  VERT ORDER  -  SECOND    CLASS 0
 SM0311
 SM0311.The horizontal coordinates were scaled from a topographic map and have
 SM0311.an estimated accuracy of +/- 6 seconds.
 SM0311
 SM0311.The orthometric height was determined by differential leveling
 SM0311.and adjusted by the National Geodetic Survey in June 1991..
 SM0311
 SM0311.The geoid height was determined by GEOID03.
 SM0311
 SM0311.The dynamic height is computed by dividing the NAVD 88
 SM0311.geopotential number by the normal gravity value computed on the
 SM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0311.degrees latitude (g = 980.6199 gals.).
 SM0311
 SM0311.The modeled gravity was interpolated from observed gravity values.
 SM0311
 SM0311;                    North         East    Units  Estimated Accuracy
 SM0311;SPC ND N     -    67,800.      769,670.      MT  (+/- 180 meters Scaled)
 SM0311
 SM0311                          SUPERSEDED SURVEY CONTROL
 SM0311
 SM0311  NGVD 29 (??/??/92)  451.082  (m)         1479.92   (f) ADJ UNCH    2 0
 SM0311
 SM0311.Superseded values are not recommended for survey control.
 SM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0311.See file dsdata.txt to determine how the superseded data were derived.
 SM0311
 SM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT568707(NAD 83)
 SM0311_MARKER: DB = BENCH MARK DISK
 SM0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0311_SP_SET: 16 FT
 SM0311_STAMPING: N 309 1963
 SM0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0311
 SM0311  HISTORY     - Date     Condition        Report By
 SM0311  HISTORY     - 1963     MONUMENTED       CGS
 SM0311
 SM0311                          STATION DESCRIPTION
 SM0311
 SM0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0311'7.05 MI NE FROM BINFORD.
 SM0311'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0311'RAILWAY STATION AT BINFORD, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 SM0311'ROAD, IN SECTION 36, T 148 N, R 59 W, 105 FEET NORTHWEST OF THE CENTER
 SM0311'OF AN INTERSECTION OF THE GRAVELED ROAD AND AN EAST-WEST GRAVELED
 SM0311'ROAD, 91 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 48 FEET
 SM0311'NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 56 FEET WEST
 SM0311'OF A TELEPHONE POLE WHICH IS AT A FENCE CORNER, 1 1/2 FEET SOUTH OF A
 SM0311'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 SM0311'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 SM0311'IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 SM0311'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0345 ***********************************************************************
 RP0345  DESIGNATION -  N 31
 RP0345  PID         -  RP0345
 RP0345  STATE/COUNTY-  ND/CASS
 RP0345  USGS QUAD   -  FARGO NORTH (1993)
 RP0345
 RP0345                         *CURRENT SURVEY CONTROL
 RP0345  ___________________________________________________________________
 RP0345* NAD 83(1986)-  46 52 43.     (N)    096 47 45.     (W)     SCALED    
 RP0345* NAVD 88     -       276.144  (meters)     905.98   (feet)  POSTED    
 RP0345  ___________________________________________________________________
 RP0345  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RP0345  DYNAMIC HT  -         276.170 (meters)     906.07  (feet)  COMP
 RP0345  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 RP0345
 RP0345  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RP0345
 RP0345.The horizontal coordinates were scaled from a topographic map and have
 RP0345.an estimated accuracy of +/- 6 seconds.
 RP0345
 RP0345.The orthometric height was determined by differential leveling
 RP0345.and adjusted by the National Geodetic Survey in 1992..
 RP0345.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RP0345.rate of 4.1 thru 8.0 mm/km.
 RP0345
 RP0345.The geoid height was determined by GEOID03.
 RP0345
 RP0345.The dynamic height is computed by dividing the NAVD 88
 RP0345.geopotential number by the normal gravity value computed on the
 RP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0345.degrees latitude (g = 980.6199 gals.).
 RP0345
 RP0345.The modeled gravity was interpolated from observed gravity values.
 RP0345
 RP0345;                    North         East    Units  Estimated Accuracy
 RP0345;SPC ND S     -   141,370.      882,240.      MT  (+/- 180 meters Scaled)
 RP0345
 RP0345                          SUPERSEDED SURVEY CONTROL
 RP0345
 RP0345  NGVD 29 (??/??/92)  275.862  (m)          905.06   (f) ADJ UNCH    2 0
 RP0345
 RP0345.Superseded values are not recommended for survey control.
 RP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0345.See file dsdata.txt to determine how the superseded data were derived.
 RP0345
 RP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS679940(NAD 83)
 RP0345_MARKER: DB = BENCH MARK DISK
 RP0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0345_SP_SET: BUILDING
 RP0345_STAMPING: N 31 1934
 RP0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0345
 RP0345  HISTORY     - Date     Condition        Report By
 RP0345  HISTORY     - 1934     MONUMENTED       CGS
 RP0345  HISTORY     - 1962     GOOD             NGS
 RP0345  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0345
 RP0345                          STATION DESCRIPTION
 RP0345
 RP0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0345'IN FARGO.
 RP0345'AT FARGO, CASS COUNTY, AT THE SOUTH SIDE OF THE CHICAGO, MILWAUKEE,
 RP0345'ST. PAUL AND PACIFIC RAILROAD STATION, IN THE ELEVENTH BRICK COURSE
 RP0345'ABOVE THE WATER TABLE, 6 BRICKS WEST OF THE WAITING-ROOM DOOR, AND
 RP0345'ABOUT 4 1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED N 31
 RP0345'1934 AND SET VERTICALLY.
 RP0345
 RP0345                          STATION RECOVERY (1982)
 RP0345
 RP0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0345'NOT RECOVERED.  NOTE, ONLY PART OF THE RAILROAD FREIGHT BUILDING
 RP0345'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0265 ***********************************************************************
 RP0265  DESIGNATION -  N 32
 RP0265  PID         -  RP0265
 RP0265  STATE/COUNTY-  ND/RICHLAND
 RP0265  USGS QUAD   -  WAHPETON (1979)
 RP0265
 RP0265                         *CURRENT SURVEY CONTROL
 RP0265  ___________________________________________________________________
 RP0265* NAD 83(1986)-  46 18 28.     (N)    096 37 27.     (W)     SCALED    
 RP0265* NAVD 88     -       294.704  (meters)     966.87   (feet)  ADJUSTED  
 RP0265  ___________________________________________________________________
 RP0265  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RP0265  DYNAMIC HT  -         294.710 (meters)     966.89  (feet)  COMP
 RP0265  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RP0265
 RP0265  VERT ORDER  -  SECOND    CLASS 0
 RP0265
 RP0265.The horizontal coordinates were scaled from a topographic map and have
 RP0265.an estimated accuracy of +/- 6 seconds.
 RP0265
 RP0265.The orthometric height was determined by differential leveling
 RP0265.and adjusted by the National Geodetic Survey in June 1991..
 RP0265
 RP0265.The geoid height was determined by GEOID03.
 RP0265
 RP0265.The dynamic height is computed by dividing the NAVD 88
 RP0265.geopotential number by the normal gravity value computed on the
 RP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0265.degrees latitude (g = 980.6199 gals.).
 RP0265
 RP0265.The modeled gravity was interpolated from observed gravity values.
 RP0265
 RP0265;                    North         East    Units  Estimated Accuracy
 RP0265;SPC ND S     -    78,630.      898,440.      MT  (+/- 180 meters Scaled)
 RP0265
 RP0265                          SUPERSEDED SURVEY CONTROL
 RP0265
 RP0265  NGVD 29 (??/??/92)  294.456  (m)          966.06   (f) ADJ UNCH    2 0
 RP0265
 RP0265.Superseded values are not recommended for survey control.
 RP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0265.See file dsdata.txt to determine how the superseded data were derived.
 RP0265
 RP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS829309(NAD 83)
 RP0265_MARKER: DB = BENCH MARK DISK
 RP0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0265_SP_SET: FOUNDATION
 RP0265_STAMPING: N 32 1934
 RP0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0265
 RP0265  HISTORY     - Date     Condition        Report By
 RP0265  HISTORY     - 1934     MONUMENTED       CGS
 RP0265  HISTORY     - 1963     GOOD             NGS
 RP0265  HISTORY     - 19900723 MARK NOT FOUND   NGS
 RP0265
 RP0265                          STATION DESCRIPTION
 RP0265
 RP0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0265'2.5 MI N FROM WAHPETON.
 RP0265'2.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0265'RAILROAD FROM THE INDIAN SCHOOL AT WAHPETON, RICHLAND COUNTY, 2 POLES
 RP0265'SOUTHEAST OF MILEPOST 74, AT A SEMAPHORE SIGNAL IN THE TOP OF THE WEST
 RP0265'CORNER OF THE CONCRETE FOUNDATION, 10 FEET NORTHEAST OF THE CENTERLINE
 RP0265'OF THE TRACK AND 3.2 FEET SOUTHWEST OF A WHITE WOODEN POST MARKED
 RP0265'U.S.B.M.  A STANDARD DISK, STAMPED N 32 1934.
 RP0265
 RP0265                          STATION RECOVERY (1990)
 RP0265
 RP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0090 ***********************************************************************
 TG0090  DESIGNATION -  N 325
 TG0090  PID         -  TG0090
 TG0090  STATE/COUNTY-  ND/BURKE
 TG0090  USGS QUAD   -  THOMPSON LAKE (1974)
 TG0090
 TG0090                         *CURRENT SURVEY CONTROL
 TG0090  ___________________________________________________________________
 TG0090* NAD 83(1986)-  48 38 14.     (N)    102 23 53.     (W)     SCALED    
 TG0090* NAVD 88     -       705.026  (meters)    2313.07   (feet)  ADJUSTED  
 TG0090  ___________________________________________________________________
 TG0090  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 TG0090  DYNAMIC HT  -         705.152 (meters)    2313.49  (feet)  COMP
 TG0090  MODELED GRAV-     980,766.0   (mgal)                       NAVD 88
 TG0090
 TG0090  VERT ORDER  -  SECOND    CLASS 0
 TG0090
 TG0090.The horizontal coordinates were scaled from a topographic map and have
 TG0090.an estimated accuracy of +/- 6 seconds.
 TG0090
 TG0090.The orthometric height was determined by differential leveling
 TG0090.and adjusted by the National Geodetic Survey in June 1991..
 TG0090
 TG0090.The geoid height was determined by GEOID03.
 TG0090
 TG0090.The dynamic height is computed by dividing the NAVD 88
 TG0090.geopotential number by the normal gravity value computed on the
 TG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0090.degrees latitude (g = 980.6199 gals.).
 TG0090
 TG0090.The modeled gravity was interpolated from observed gravity values.
 TG0090
 TG0090;                    North         East    Units  Estimated Accuracy
 TG0090;SPC ND N     -   183,760.      460,130.      MT  (+/- 180 meters Scaled)
 TG0090
 TG0090                          SUPERSEDED SURVEY CONTROL
 TG0090
 TG0090  NGVD 29 (??/??/92)  704.582  (m)         2311.62   (f) ADJ UNCH    2 0
 TG0090
 TG0090.Superseded values are not recommended for survey control.
 TG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0090.See file dsdata.txt to determine how the superseded data were derived.
 TG0090
 TG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP916903(NAD 83)
 TG0090_MARKER: DB = BENCH MARK DISK
 TG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0090_STAMPING: N 325 1935
 TG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0090+STABILITY: SURFACE MOTION
 TG0090
 TG0090  HISTORY     - Date     Condition        Report By
 TG0090  HISTORY     - 1935     MONUMENTED       CGS
 TG0090  HISTORY     - 1963     GOOD             NGS
 TG0090
 TG0090                          STATION DESCRIPTION
 TG0090
 TG0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0090'22.4 MI N FROM STANLEY.
 TG0090'ABOUT 22.4 MILES NORTH ALONG STATE HIGHWAY 8 FROM THE COURTHOUSE AT
 TG0090'STANLEY, ABOUT 1.4 MILES NORTHEAST OF THE JUNCTION OF A GRAVELED ROAD
 TG0090'LEADING EAST TO KENASTON, 290 FEET NORTH ALONG A GRAVELED ROAD FROM
 TG0090'THE CENTER OF THE JUNCTION OF THE ROAD AND THE HIGHWAY, 32 FEET WEST
 TG0090'OF THE CENTERLINE OF THE ROAD, 220 FEET NORTH OF A ROUND METAL POST AT
 TG0090'A FENCE CORNER, 8.7 FEET EAST OF A FENCE, 8.7 FEET EAST OF A METAL
 TG0090'WITNESS POST, ABOUT LEVEL WITH THE GRAVELED ROAD AND THE HIGHWAY, AND
 TG0090'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, S 35, R 91 W, T
 TG0090'160 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0971 ***********************************************************************
 TG0971  DESIGNATION -  N 326
 TG0971  PID         -  TG0971
 TG0971  STATE/COUNTY-  ND/BURKE
 TG0971  USGS QUAD   -  POWERS LAKE (1977)
 TG0971
 TG0971                         *CURRENT SURVEY CONTROL
 TG0971  ___________________________________________________________________
 TG0971* NAD 83(1986)-  48 33 44.     (N)    102 38 49.     (W)     SCALED    
 TG0971* NAVD 88     -       672.852  (meters)    2207.52   (feet)  ADJUSTED  
 TG0971  ___________________________________________________________________
 TG0971  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 TG0971  DYNAMIC HT  -         672.974 (meters)    2207.92  (feet)  COMP
 TG0971  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 TG0971
 TG0971  VERT ORDER  -  SECOND    CLASS 0
 TG0971
 TG0971.The horizontal coordinates were scaled from a topographic map and have
 TG0971.an estimated accuracy of +/- 6 seconds.
 TG0971
 TG0971.The orthometric height was determined by differential leveling
 TG0971.and adjusted by the National Geodetic Survey in June 1991..
 TG0971
 TG0971.The geoid height was determined by GEOID03.
 TG0971
 TG0971.The dynamic height is computed by dividing the NAVD 88
 TG0971.geopotential number by the normal gravity value computed on the
 TG0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0971.degrees latitude (g = 980.6199 gals.).
 TG0971
 TG0971.The modeled gravity was interpolated from observed gravity values.
 TG0971
 TG0971;                    North         East    Units  Estimated Accuracy
 TG0971;SPC ND N     -   175,900.      441,560.      MT  (+/- 180 meters Scaled)
 TG0971
 TG0971                          SUPERSEDED SURVEY CONTROL
 TG0971
 TG0971  NGVD 29 (??/??/92)  672.406  (m)         2206.05   (f) ADJ UNCH    2 0
 TG0971
 TG0971.Superseded values are not recommended for survey control.
 TG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0971.See file dsdata.txt to determine how the superseded data were derived.
 TG0971
 TG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP736814(NAD 83)
 TG0971_MARKER: DB = BENCH MARK DISK
 TG0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0971_STAMPING: N 326 1935
 TG0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0971+STABILITY: SURFACE MOTION
 TG0971
 TG0971  HISTORY     - Date     Condition        Report By
 TG0971  HISTORY     - 1935     MONUMENTED       CGS
 TG0971  HISTORY     - 1953     GOOD             DOD
 TG0971
 TG0971                          STATION DESCRIPTION
 TG0971
 TG0971'DESCRIBED BY US DEPARTMENT OF DEFENSE 1953
 TG0971'IN POWERS LAKE.
 TG0971'AT POWERS LAKE, BURKE COUNTY, 3.0 FEET SOUTHEAST OF THE SOUTHEAST
 TG0971'CORNER OF A HOUSE BETWEEN THE MASONIC HALL AND THE CITY HALL, 33 FEET
 TG0971'SOUTH OF THE CITY HALL, 32 FEET NORTH OF THE MASONIC HALL, 6 FEET WEST
 TG0971'OF THE SIDEWALK, AND 1-1/2 FEET HIGHER THAN THE STREET.  A STANDARD
 TG0971'DISK, STAMPED N 326 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1006 ***********************************************************************
 TG1006  DESIGNATION -  N 327
 TG1006  PID         -  TG1006
 TG1006  STATE/COUNTY-  ND/BURKE
 TG1006  USGS QUAD   -  RENNIE LAKE (1949)
 TG1006
 TG1006                         *CURRENT SURVEY CONTROL
 TG1006  ___________________________________________________________________
 TG1006* NAD 83(1986)-  48 51 02.     (N)    102 34 04.     (W)     SCALED    
 TG1006* NAVD 88     -       593.526  (meters)    1947.26   (feet)  ADJUSTED  
 TG1006  ___________________________________________________________________
 TG1006  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 TG1006  DYNAMIC HT  -         593.655 (meters)    1947.68  (feet)  COMP
 TG1006  MODELED GRAV-     980,809.0   (mgal)                       NAVD 88
 TG1006
 TG1006  VERT ORDER  -  SECOND    CLASS 0
 TG1006
 TG1006.The horizontal coordinates were scaled from a topographic map and have
 TG1006.an estimated accuracy of +/- 6 seconds.
 TG1006
 TG1006.The orthometric height was determined by differential leveling
 TG1006.and adjusted by the National Geodetic Survey in June 1991..
 TG1006
 TG1006.The geoid height was determined by GEOID03.
 TG1006
 TG1006.The dynamic height is computed by dividing the NAVD 88
 TG1006.geopotential number by the normal gravity value computed on the
 TG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1006.degrees latitude (g = 980.6199 gals.).
 TG1006
 TG1006.The modeled gravity was interpolated from observed gravity values.
 TG1006
 TG1006;                    North         East    Units  Estimated Accuracy
 TG1006;SPC ND N     -   207,800.      448,260.      MT  (+/- 180 meters Scaled)
 TG1006
 TG1006                          SUPERSEDED SURVEY CONTROL
 TG1006
 TG1006  NGVD 29 (??/??/92)  593.097  (m)         1945.85   (f) ADJ UNCH    2 0
 TG1006
 TG1006.Superseded values are not recommended for survey control.
 TG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1006.See file dsdata.txt to determine how the superseded data were derived.
 TG1006
 TG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ784136(NAD 83)
 TG1006_MARKER: DB = BENCH MARK DISK
 TG1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1006_STAMPING: N 327 1935
 TG1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1006+STABILITY: SURFACE MOTION
 TG1006
 TG1006  HISTORY     - Date     Condition        Report By
 TG1006  HISTORY     - 1935     MONUMENTED       CGS
 TG1006
 TG1006                          STATION DESCRIPTION
 TG1006
 TG1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1006'2.0 MI S FROM LIGNITE.
 TG1006'2.0 MILES SOUTH ALONG THE POWERS LAKE ROAD FROM THE GREAT NORTHERN
 TG1006'RAILWAY STATION AT LIGNITE, BURKE COUNTY, AT A ROAD JUNCTION, 41 FEET
 TG1006'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 27 FEET SOUTH OF
 TG1006'THE CENTERLINE OF THE ROAD LEADING EAST, 2 FEET SOUTHEAST OF A
 TG1006'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A
 TG1006'STANDARD DISK, STAMPED N 327 1935 AND SET IN THE TOP OF A CONCRETE
 TG1006'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0148 ***********************************************************************
 TG0148  DESIGNATION -  N 328
 TG0148  PID         -  TG0148
 TG0148  STATE/COUNTY-  ND/MOUNTRAIL
 TG0148  USGS QUAD   -  MOSQUITO BUTTE (1949)
 TG0148
 TG0148                         *CURRENT SURVEY CONTROL
 TG0148  ___________________________________________________________________
 TG0148* NAD 83(1986)-  48 30 12.     (N)    102 12 44.     (W)     SCALED    
 TG0148* NAVD 88     -       708.189  (meters)    2323.45   (feet)  ADJUSTED  
 TG0148  ___________________________________________________________________
 TG0148  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TG0148  DYNAMIC HT  -         708.308 (meters)    2323.84  (feet)  COMP
 TG0148  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 TG0148
 TG0148  VERT ORDER  -  SECOND    CLASS 0
 TG0148
 TG0148.The horizontal coordinates were scaled from a topographic map and have
 TG0148.an estimated accuracy of +/- 6 seconds.
 TG0148
 TG0148.The orthometric height was determined by differential leveling
 TG0148.and adjusted by the National Geodetic Survey in June 1991..
 TG0148
 TG0148.The geoid height was determined by GEOID03.
 TG0148
 TG0148.The dynamic height is computed by dividing the NAVD 88
 TG0148.geopotential number by the normal gravity value computed on the
 TG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0148.degrees latitude (g = 980.6199 gals.).
 TG0148
 TG0148.The modeled gravity was interpolated from observed gravity values.
 TG0148
 TG0148;                    North         East    Units  Estimated Accuracy
 TG0148;SPC ND N     -   168,550.      473,490.      MT  (+/- 180 meters Scaled)
 TG0148
 TG0148                          SUPERSEDED SURVEY CONTROL
 TG0148
 TG0148  NGVD 29 (??/??/92)  707.738  (m)         2321.97   (f) ADJ UNCH    2 0
 TG0148
 TG0148.Superseded values are not recommended for survey control.
 TG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0148.See file dsdata.txt to determine how the superseded data were derived.
 TG0148
 TG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP059760(NAD 83)
 TG0148_MARKER: DB = BENCH MARK DISK
 TG0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0148_STAMPING: N 328 1935
 TG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0148+STABILITY: SURFACE MOTION
 TG0148
 TG0148  HISTORY     - Date     Condition        Report By
 TG0148  HISTORY     - 1935     MONUMENTED       CGS
 TG0148
 TG0148                          STATION DESCRIPTION
 TG0148
 TG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0148'12.0 MI N FROM PALERMO.
 TG0148'12.0 MILES NORTH ALONG A ROAD FROM PALERMO, MOUNTRAIL COUNTY, AT THE
 TG0148'TOP OF A HILL, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND LEVEL
 TG0148'WITH THE ROAD.  A STANDARD DISK, STAMPED N 328 1935 AND SET IN THE TOP
 TG0148'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0159 ***********************************************************************
 TG0159  DESIGNATION -  N 329
 TG0159  PID         -  TG0159
 TG0159  STATE/COUNTY-  ND/MOUNTRAIL
 TG0159  USGS QUAD   -  COULEE (1949)
 TG0159
 TG0159                         *CURRENT SURVEY CONTROL
 TG0159  ___________________________________________________________________
 TG0159* NAD 83(1986)-  48 31 54.     (N)    102 01 01.     (W)     SCALED    
 TG0159* NAVD 88     -       633.844  (meters)    2079.54   (feet)  ADJUSTED  
 TG0159  ___________________________________________________________________
 TG0159  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 TG0159  DYNAMIC HT  -         633.958 (meters)    2079.91  (feet)  COMP
 TG0159  MODELED GRAV-     980,769.7   (mgal)                       NAVD 88
 TG0159
 TG0159  VERT ORDER  -  SECOND    CLASS 0
 TG0159
 TG0159.The horizontal coordinates were scaled from a topographic map and have
 TG0159.an estimated accuracy of +/- 6 seconds.
 TG0159
 TG0159.The orthometric height was determined by differential leveling
 TG0159.and adjusted by the National Geodetic Survey in June 1991..
 TG0159
 TG0159.The geoid height was determined by GEOID03.
 TG0159
 TG0159.The dynamic height is computed by dividing the NAVD 88
 TG0159.geopotential number by the normal gravity value computed on the
 TG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0159.degrees latitude (g = 980.6199 gals.).
 TG0159
 TG0159.The modeled gravity was interpolated from observed gravity values.
 TG0159
 TG0159;                    North         East    Units  Estimated Accuracy
 TG0159;SPC ND N     -   171,400.      487,980.      MT  (+/- 180 meters Scaled)
 TG0159
 TG0159                          SUPERSEDED SURVEY CONTROL
 TG0159
 TG0159  NGVD 29 (??/??/92)  633.438  (m)         2078.20   (f) ADJ UNCH    2 0
 TG0159
 TG0159.Superseded values are not recommended for survey control.
 TG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0159.See file dsdata.txt to determine how the superseded data were derived.
 TG0159
 TG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP202796(NAD 83)
 TG0159_MARKER: DB = BENCH MARK DISK
 TG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0159_STAMPING: N 329 1935
 TG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0159+STABILITY: SURFACE MOTION
 TG0159
 TG0159  HISTORY     - Date     Condition        Report By
 TG0159  HISTORY     - 1935     MONUMENTED       CGS
 TG0159  HISTORY     - 1963     GOOD             NGS
 TG0159
 TG0159                          STATION DESCRIPTION
 TG0159
 TG0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0159'1.3 MI S FROM COULEE.
 TG0159'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0159'RAILWAY STATION AT COULEE, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 TG0159'ROAD, 70 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRADED
 TG0159'ROAD LEADING WEST AND A TRACK ROAD LEADING EAST, 57 FEET WEST OF THE
 TG0159'CENTERLINE OF THE ROAD LEADING SOUTH, 40 FEET SOUTH OF THE CENTERLINE
 TG0159'OF THE ROAD LEADING WEST, 40 FEET NORTH OF A POWER POLE, 78 FEET
 TG0159'NORTHWEST OF THE WEST END OF A 48-INCH PIPE CULVERT UNDER THE ROAD
 TG0159'LEADING SOUTH, 0.9 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TG0159'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0159'PROJECTING 1 INCH, S 10, R 88 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0283 ***********************************************************************
 RP0283  DESIGNATION -  N 33
 RP0283  PID         -  RP0283
 RP0283  STATE/COUNTY-  ND/RICHLAND
 RP0283  USGS QUAD   -  HANKINSON (1964)
 RP0283
 RP0283                         *CURRENT SURVEY CONTROL
 RP0283  ___________________________________________________________________
 RP0283* NAD 83(1986)-  46 04 29.     (N)    096 55 27.     (W)     SCALED    
 RP0283* NAVD 88     -       329.425  (meters)    1080.79   (feet)  ADJUSTED  
 RP0283  ___________________________________________________________________
 RP0283  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 RP0283  DYNAMIC HT  -         329.426 (meters)    1080.79  (feet)  COMP
 RP0283  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RP0283
 RP0283  VERT ORDER  -  SECOND    CLASS 0
 RP0283
 RP0283.The horizontal coordinates were scaled from a topographic map and have
 RP0283.an estimated accuracy of +/- 6 seconds.
 RP0283
 RP0283.The orthometric height was determined by differential leveling
 RP0283.and adjusted by the National Geodetic Survey in June 1991..
 RP0283
 RP0283.The geoid height was determined by GEOID03.
 RP0283
 RP0283.The dynamic height is computed by dividing the NAVD 88
 RP0283.geopotential number by the normal gravity value computed on the
 RP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0283.degrees latitude (g = 980.6199 gals.).
 RP0283
 RP0283.The modeled gravity was interpolated from observed gravity values.
 RP0283
 RP0283;                    North         East    Units  Estimated Accuracy
 RP0283;SPC ND S     -    51,650.      876,530.      MT  (+/- 180 meters Scaled)
 RP0283
 RP0283                          SUPERSEDED SURVEY CONTROL
 RP0283
 RP0283  NGVD 29 (??/??/92)  329.185  (m)         1080.00   (f) ADJ UNCH    2 0
 RP0283
 RP0283.Superseded values are not recommended for survey control.
 RP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0283.See file dsdata.txt to determine how the superseded data were derived.
 RP0283
 RP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS605044(NAD 83)
 RP0283_MARKER: DB = BENCH MARK DISK
 RP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0283_STAMPING: N 33 1934
 RP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0283+STABILITY: SURFACE MOTION
 RP0283
 RP0283  HISTORY     - Date     Condition        Report By
 RP0283  HISTORY     - 1934     MONUMENTED       CGS
 RP0283  HISTORY     - 1963     MARK NOT FOUND   NGS
 RP0283
 RP0283                          STATION DESCRIPTION
 RP0283
 RP0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0283'1.1 MI W FROM HANKINSON.
 RP0283'1.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0283'HANKINSON, RICHLAND COUNTY, 11 POLES EAST OF MILEPOST 27, AT A
 RP0283'PRIVATE-ROAD CROSSING, 50 FEET WEST OF THE CROSSING SIGNAL, 25 FEET
 RP0283'WEST OF THE CENTERLINE OF THE ROAD, 32 FEET SOUTH OF THE CENTERLINE OF
 RP0283'THE TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RP0283'N 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0651 ***********************************************************************
 TG0651  DESIGNATION -  N 330
 TG0651  PID         -  TG0651
 TG0651  STATE/COUNTY-  ND/MOUNTRAIL
 TG0651  USGS QUAD   -  PALERMO NW (1981)
 TG0651
 TG0651                         *CURRENT SURVEY CONTROL
 TG0651  ___________________________________________________________________
 TG0651* NAD 83(1986)-  48 26 40.     (N)    102 08 50.     (W)     SCALED    
 TG0651* NAVD 88     -       687.482  (meters)    2255.51   (feet)  ADJUSTED  
 TG0651  ___________________________________________________________________
 TG0651  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 TG0651  DYNAMIC HT  -         687.596 (meters)    2255.89  (feet)  COMP
 TG0651  MODELED GRAV-     980,753.0   (mgal)                       NAVD 88
 TG0651
 TG0651  VERT ORDER  -  SECOND    CLASS 0
 TG0651
 TG0651.The horizontal coordinates were scaled from a topographic map and have
 TG0651.an estimated accuracy of +/- 6 seconds.
 TG0651
 TG0651.The orthometric height was determined by differential leveling
 TG0651.and adjusted by the National Geodetic Survey in June 1991..
 TG0651
 TG0651.The geoid height was determined by GEOID03.
 TG0651
 TG0651.The dynamic height is computed by dividing the NAVD 88
 TG0651.geopotential number by the normal gravity value computed on the
 TG0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0651.degrees latitude (g = 980.6199 gals.).
 TG0651
 TG0651.The modeled gravity was interpolated from observed gravity values.
 TG0651
 TG0651;                    North         East    Units  Estimated Accuracy
 TG0651;SPC ND N     -   161,900.      478,150.      MT  (+/- 180 meters Scaled)
 TG0651
 TG0651                          SUPERSEDED SURVEY CONTROL
 TG0651
 TG0651  NGVD 29 (??/??/92)  687.054  (m)         2254.11   (f) ADJ UNCH    2 0
 TG0651
 TG0651.Superseded values are not recommended for survey control.
 TG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0651.See file dsdata.txt to determine how the superseded data were derived.
 TG0651
 TG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP109696(NAD 83)
 TG0651_MARKER: DB = BENCH MARK DISK
 TG0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0651_STAMPING: N 330 1935
 TG0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0651+STABILITY: SURFACE MOTION
 TG0651
 TG0651  HISTORY     - Date     Condition        Report By
 TG0651  HISTORY     - 1935     MONUMENTED       CGS
 TG0651  HISTORY     - 1963     GOOD             NGS
 TG0651
 TG0651                          STATION DESCRIPTION
 TG0651
 TG0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0651'13.3 MI SW FROM COULEE.
 TG0651'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0651'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0651'ROAD, THENCE 5.8 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0651'THENCE 0.2 MILE WEST ALONG A TRACK ROAD, AT A TRACK ROAD INTERSECTION,
 TG0651'63.5 FEET SOUTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 54.5 FEET
 TG0651'SOUTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 31.0 FEET EAST OF
 TG0651'THE CENTERLINE OF THE ROAD LEADING SOUTH, 1.3 FEET WEST OF A METAL
 TG0651'WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING SOUTH, ABOUT 2 FEET
 TG0651'ABOVE THE LEVEL OF THE ROAD LEADING EAST, AND SET IN THE TOP OF A
 TG0651'CONCRETE POST PROJECTING 4 INCHES, S 11, R 89 W, T 157 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0920 ***********************************************************************
 TG0920  DESIGNATION -  N 331
 TG0920  PID         -  TG0920
 TG0920  STATE/COUNTY-  ND/WILLIAMS
 TG0920  USGS QUAD   -  TIOGA (1979)
 TG0920
 TG0920                         *CURRENT SURVEY CONTROL
 TG0920  ___________________________________________________________________
 TG0920* NAD 83(1986)-  48 29 17.     (N)    102 55 44.     (W)     SCALED    
 TG0920* NAVD 88     -       741.674  (meters)    2433.31   (feet)  ADJUSTED  
 TG0920  ___________________________________________________________________
 TG0920  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TG0920  DYNAMIC HT  -         741.781 (meters)    2433.66  (feet)  COMP
 TG0920  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TG0920
 TG0920  VERT ORDER  -  SECOND    CLASS 0
 TG0920
 TG0920.The horizontal coordinates were scaled from a topographic map and have
 TG0920.an estimated accuracy of +/- 6 seconds.
 TG0920
 TG0920.The orthometric height was determined by differential leveling
 TG0920.and adjusted by the National Geodetic Survey in June 1991..
 TG0920
 TG0920.The geoid height was determined by GEOID03.
 TG0920
 TG0920.The dynamic height is computed by dividing the NAVD 88
 TG0920.geopotential number by the normal gravity value computed on the
 TG0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0920.degrees latitude (g = 980.6199 gals.).
 TG0920
 TG0920.The modeled gravity was interpolated from observed gravity values.
 TG0920
 TG0920;                    North         East    Units  Estimated Accuracy
 TG0920;SPC ND N     -   168,280.      420,500.      MT  (+/- 180 meters Scaled)
 TG0920
 TG0920                          SUPERSEDED SURVEY CONTROL
 TG0920
 TG0920  NGVD 29 (??/??/92)  741.189  (m)         2431.72   (f) ADJ UNCH    2 0
 TG0920
 TG0920.Superseded values are not recommended for survey control.
 TG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0920.See file dsdata.txt to determine how the superseded data were derived.
 TG0920
 TG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP530726(NAD 83)
 TG0920_MARKER: DB = BENCH MARK DISK
 TG0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0920_STAMPING: N-331 1935
 TG0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0920+STABILITY: SURFACE MOTION
 TG0920
 TG0920  HISTORY     - Date     Condition        Report By
 TG0920  HISTORY     - 1935     MONUMENTED       CGS
 TG0920
 TG0920                          STATION DESCRIPTION
 TG0920
 TG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0920'6.8 MI N FROM TIOGA.
 TG0920'ALONG STA HIWAY NO. 40.  66 FT SOUTH OF CENTERLINE OF T ROAD EAST,
 TG0920'THENCE 45 FT EAST OF CENTERLINE OF ROAD.  3 FT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0921 ***********************************************************************
 TG0921  DESIGNATION -  N 331 RESET
 TG0921  PID         -  TG0921
 TG0921  STATE/COUNTY-  ND/WILLIAMS
 TG0921  USGS QUAD   -  TIOGA (1979)
 TG0921
 TG0921                         *CURRENT SURVEY CONTROL
 TG0921  ___________________________________________________________________
 TG0921* NAD 83(1986)-  48 29 17.     (N)    102 55 44.     (W)     SCALED    
 TG0921* NAVD 88     -       741.91   (+/-2cm)    2434.1    (feet)  VERTCON   
 TG0921  ___________________________________________________________________
 TG0921  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 TG0921
 TG0921  VERT ORDER  -  THIRD (See Below)
 TG0921
 TG0921.The horizontal coordinates were scaled from a topographic map and have
 TG0921.an estimated accuracy of +/- 6 seconds.
 TG0921
 TG0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0921.The vertical order pertains to the NGVD 29 superseded value.
 TG0921
 TG0921.The geoid height was determined by GEOID03.
 TG0921
 TG0921;                    North         East    Units  Estimated Accuracy
 TG0921;SPC ND N     -   168,280.      420,500.      MT  (+/- 180 meters Scaled)
 TG0921
 TG0921                          SUPERSEDED SURVEY CONTROL
 TG0921
 TG0921  NGVD 29 (11/04/04)  741.42   (m)         2432.5    (f) RESET       3  
 TG0921
 TG0921.Superseded values are not recommended for survey control.
 TG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0921.See file dsdata.txt to determine how the superseded data were derived.
 TG0921
 TG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP530726(NAD 83)
 TG0921_MARKER: DB = BENCH MARK DISK
 TG0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0921_STAMPING: N 331 RESET 1957
 TG0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0921+STABILITY: SURFACE MOTION
 TG0921
 TG0921  HISTORY     - Date     Condition        Report By
 TG0921  HISTORY     - 1957     MONUMENTED       CGS
 TG0921
 TG0921                          STATION DESCRIPTION
 TG0921
 TG0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TG0921'6.8 MI N FROM TIOGA.
 TG0921'6.8 MILES NORTH ALONG STATE HIGHWAY 40 FROM TIOGA, IN THE SOUTHEAST
 TG0921'ANGLE OF CROSSROADS, 116 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 TG0921'ROAD, 80 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF
 TG0921'A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TG0921'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1110 ***********************************************************************
 TG1110  DESIGNATION -  N 333
 TG1110  PID         -  TG1110
 TG1110  STATE/COUNTY-  ND/WILLIAMS
 TG1110  USGS QUAD   -  CORINTH (1978)
 TG1110
 TG1110                         *CURRENT SURVEY CONTROL
 TG1110  ___________________________________________________________________
 TG1110* NAD 83(1986)-  48 36 41.     (N)    103 18 33.     (W)     SCALED    
 TG1110* NAVD 88     -       702.404  (meters)    2304.47   (feet)  ADJUSTED  
 TG1110  ___________________________________________________________________
 TG1110  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG1110  DYNAMIC HT  -         702.520 (meters)    2304.85  (feet)  COMP
 TG1110  MODELED GRAV-     980,751.8   (mgal)                       NAVD 88
 TG1110
 TG1110  VERT ORDER  -  SECOND    CLASS 0
 TG1110
 TG1110.The horizontal coordinates were scaled from a topographic map and have
 TG1110.an estimated accuracy of +/- 6 seconds.
 TG1110
 TG1110.The orthometric height was determined by differential leveling
 TG1110.and adjusted by the National Geodetic Survey in June 1991..
 TG1110
 TG1110.The geoid height was determined by GEOID03.
 TG1110
 TG1110.The dynamic height is computed by dividing the NAVD 88
 TG1110.geopotential number by the normal gravity value computed on the
 TG1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1110.degrees latitude (g = 980.6199 gals.).
 TG1110
 TG1110.The modeled gravity was interpolated from observed gravity values.
 TG1110
 TG1110;                    North         East    Units  Estimated Accuracy
 TG1110;SPC ND N     -   182,940.      392,900.      MT  (+/- 180 meters Scaled)
 TG1110
 TG1110                          SUPERSEDED SURVEY CONTROL
 TG1110
 TG1110  NGVD 29 (??/??/92)  701.919  (m)         2302.88   (f) ADJ UNCH    2 0
 TG1110
 TG1110.Superseded values are not recommended for survey control.
 TG1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1110.See file dsdata.txt to determine how the superseded data were derived.
 TG1110
 TG1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP246856(NAD 83)
 TG1110_MARKER: DB = BENCH MARK DISK
 TG1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1110_STAMPING: N 333 1935
 TG1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1110+STABILITY: SURFACE MOTION
 TG1110
 TG1110  HISTORY     - Date     Condition        Report By
 TG1110  HISTORY     - 1935     MONUMENTED       CGS
 TG1110  HISTORY     - 1974     GOOD             USGS
 TG1110
 TG1110                          STATION DESCRIPTION
 TG1110
 TG1110'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 TG1110'2.9 MI NE FROM CORINTH.
 TG1110'FROM THE POST OFFICE IN CORINTH GO SOUTH AND EAST ON COUNTY ROAD FOR
 TG1110'0.4 MI. TO WILLIAMS COUNTY ROAD NO. 42, THENCE LEFT, NORTH, FOR 1.5
 TG1110'MI. TO CROSSROADS, THENCE RIGHT, EAST, 1.0 MI. TO FENCE LINE SOUTH AND
 TG1110'TRACK ROAD NORTH.  BM IS 51 FT. NORTH OF E/W ROAD AND 32 FT. EAST OF
 TG1110'ROAD NORTH, AND ABOUT 3.0 FT LOWER THAN COUNTY ROAD.  A STANDARD USC
 TG1110'AND GS CAP STAMPED AS ABOVE AND SET IN TOP OF A CONCRETE POST
 TG1110'PROJECTING 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0963 ***********************************************************************
 TF0963  DESIGNATION -  N 335
 TF0963  PID         -  TF0963
 TF0963  STATE/COUNTY-  ND/RENVILLE
 TF0963  USGS QUAD   -  BURLINGTON NW (1979)
 TF0963
 TF0963                         *CURRENT SURVEY CONTROL
 TF0963  ___________________________________________________________________
 TF0963* NAD 83(1986)-  48 27 32.     (N)    101 25 47.     (W)     SCALED    
 TF0963* NAVD 88     -       515.885  (meters)    1692.53   (feet)  ADJUSTED  
 TF0963  ___________________________________________________________________
 TF0963  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 TF0963  DYNAMIC HT  -         515.985 (meters)    1692.86  (feet)  COMP
 TF0963  MODELED GRAV-     980,788.3   (mgal)                       NAVD 88
 TF0963
 TF0963  VERT ORDER  -  SECOND    CLASS 0
 TF0963
 TF0963.The horizontal coordinates were scaled from a topographic map and have
 TF0963.an estimated accuracy of +/- 6 seconds.
 TF0963
 TF0963.The orthometric height was determined by differential leveling
 TF0963.and adjusted by the National Geodetic Survey in June 1991..
 TF0963
 TF0963.The geoid height was determined by GEOID03.
 TF0963
 TF0963.The dynamic height is computed by dividing the NAVD 88
 TF0963.geopotential number by the normal gravity value computed on the
 TF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0963.degrees latitude (g = 980.6199 gals.).
 TF0963
 TF0963.The modeled gravity was interpolated from observed gravity values.
 TF0963
 TF0963;                    North         East    Units  Estimated Accuracy
 TF0963;SPC ND N     -   162,620.      531,240.      MT  (+/- 180 meters Scaled)
 TF0963
 TF0963                          SUPERSEDED SURVEY CONTROL
 TF0963
 TF0963  NGVD 29 (??/??/92)  515.514  (m)         1691.32   (f) ADJ UNCH    2 0
 TF0963
 TF0963.Superseded values are not recommended for survey control.
 TF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0963.See file dsdata.txt to determine how the superseded data were derived.
 TF0963
 TF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU203701(NAD 83)
 TF0963_MARKER: DB = BENCH MARK DISK
 TF0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0963_STAMPING: N-335 1935
 TF0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0963+STABILITY: SURFACE MOTION
 TF0963
 TF0963  HISTORY     - Date     Condition        Report By
 TF0963  HISTORY     - 1935     MONUMENTED       CGS
 TF0963  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 TF0963
 TF0963                          STATION DESCRIPTION
 TF0963
 TF0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0963'13.8 MI SW FROM FORFAR.
 TF0963'ALONG ROAD, 7.8 MILES SOUTH, THENCE 6 MILES WEST OF RAILROAD CROSSING
 TF0963'AT FORFAR.  AT ROAD CROSSING.  SET IN POST, 36 FEET EAST OF CENTERLINE
 TF0963'OF THE CROSS ROAD, 30 FEET SOUTH OF CENTERLINE OF THE MAIN ROAD. LEVEL
 TF0963'WITH ROADS.
 TF0963
 TF0963                          STATION RECOVERY (1948)
 TF0963
 TF0963'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 TF0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0964 ***********************************************************************
 TF0964  DESIGNATION -  N 335 RESET
 TF0964  PID         -  TF0964
 TF0964  STATE/COUNTY-  ND/WARD
 TF0964  USGS QUAD   -  BURLINGTON NW (1979)
 TF0964
 TF0964                         *CURRENT SURVEY CONTROL
 TF0964  ___________________________________________________________________
 TF0964* NAD 83(1986)-  48 27 32.     (N)    101 25 47.     (W)     SCALED    
 TF0964* NAVD 88     -       515.68   (+/-2cm)    1691.9    (feet)  VERTCON   
 TF0964  ___________________________________________________________________
 TF0964  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 TF0964
 TF0964  VERT ORDER  -  THIRD (See Below)
 TF0964
 TF0964.The horizontal coordinates were scaled from a topographic map and have
 TF0964.an estimated accuracy of +/- 6 seconds.
 TF0964
 TF0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0964.The vertical order pertains to the NGVD 29 superseded value.
 TF0964
 TF0964.The geoid height was determined by GEOID03.
 TF0964
 TF0964;                    North         East    Units  Estimated Accuracy
 TF0964;SPC ND N     -   162,620.      531,240.      MT  (+/- 180 meters Scaled)
 TF0964
 TF0964                          SUPERSEDED SURVEY CONTROL
 TF0964
 TF0964  NGVD 29 (11/04/04)  515.31   (m)         1690.6    (f) RESET       3  
 TF0964
 TF0964.Superseded values are not recommended for survey control.
 TF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0964.See file dsdata.txt to determine how the superseded data were derived.
 TF0964
 TF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU203701(NAD 83)
 TF0964_MARKER: DB = BENCH MARK DISK
 TF0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0964_STAMPING: N 335 1935
 TF0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0964+STABILITY: SURFACE MOTION
 TF0964
 TF0964  HISTORY     - Date     Condition        Report By
 TF0964  HISTORY     - 1948     MONUMENTED       LOCENG
 TF0964  HISTORY     - 1948     GOOD             NGS
 TF0964
 TF0964                          STATION DESCRIPTION
 TF0964
 TF0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TF0964'13.9 MI SW FROM FORFAR.
 TF0964'IN WARD COUNTY, ABOUT 7.9 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE
 TF0964'GREAT NORTHERN RAILWAY CROSSING AT FORFAR, BOTTINEAU COUNTY, TO A
 TF0964'CROSSROADS, THENCE 6 MILES WEST ALONG RENVILLE-WARD COUNTY LINE ROAD
 TF0964'TO A CROSSROAD, THE MARK IS IN THE NORTHWEST CORNER OF SECTION 5, R.
 TF0964'83 W., TWP. 157 N, 90 FEET SOUTH AND ACROSS THE COUNTY LINE ROAD FROM
 TF0964'A U. S. GENERAL LAND OFFICE SURVEY MARKER, 71.1 FEET SOUTHEAST OF THE
 TF0964'CENTER OF THE CROSSROADS INTERSECTION, 45 FEET SOUTH OF THE CENTER OF
 TF0964'THE COUNTY LINE ROAD AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1556 ***********************************************************************
 TF1556  DESIGNATION -  N 337
 TF1556  PID         -  TF1556
 TF1556  STATE/COUNTY-  ND/WARD
 TF1556  USGS QUAD   -  TOLLEY SE (1949)
 TF1556
 TF1556                         *CURRENT SURVEY CONTROL
 TF1556  ___________________________________________________________________
 TF1556* NAD 83(1986)-  48 32 47.     (N)    101 51 54.     (W)     SCALED    
 TF1556* NAVD 88     -       587.335  (meters)    1926.95   (feet)  ADJUSTED  
 TF1556  ___________________________________________________________________
 TF1556  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 TF1556  DYNAMIC HT  -         587.447 (meters)    1927.32  (feet)  COMP
 TF1556  MODELED GRAV-     980,782.3   (mgal)                       NAVD 88
 TF1556
 TF1556  VERT ORDER  -  SECOND    CLASS 0
 TF1556
 TF1556.The horizontal coordinates were scaled from a topographic map and have
 TF1556.an estimated accuracy of +/- 6 seconds.
 TF1556
 TF1556.The orthometric height was determined by differential leveling
 TF1556.and adjusted by the National Geodetic Survey in June 1991..
 TF1556
 TF1556.The geoid height was determined by GEOID03.
 TF1556
 TF1556.The dynamic height is computed by dividing the NAVD 88
 TF1556.geopotential number by the normal gravity value computed on the
 TF1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1556.degrees latitude (g = 980.6199 gals.).
 TF1556
 TF1556.The modeled gravity was interpolated from observed gravity values.
 TF1556
 TF1556;                    North         East    Units  Estimated Accuracy
 TF1556;SPC ND N     -   172,830.      499,230.      MT  (+/- 180 meters Scaled)
 TF1556
 TF1556                          SUPERSEDED SURVEY CONTROL
 TF1556
 TF1556  NGVD 29 (??/??/92)  586.94   (m)         1925.7    (f) COMPUTED    2 0
 TF1556
 TF1556.Superseded values are not recommended for survey control.
 TF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1556.See file dsdata.txt to determine how the superseded data were derived.
 TF1556
 TF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU885809(NAD 83)
 TF1556_MARKER: DB = BENCH MARK DISK
 TF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1556_STAMPING: N 337 1935
 TF1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1556+STABILITY: SURFACE MOTION
 TF1556
 TF1556  HISTORY     - Date     Condition        Report By
 TF1556  HISTORY     - 1935     MONUMENTED       CGS
 TF1556  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF1556
 TF1556                          STATION DESCRIPTION
 TF1556
 TF1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1556'3.1 MI N FROM DONNYBROOK.
 TF1556'1.6 MILES NORTH ALONG A ROAD FROM THE SOO LINE RAILROAD STATION AT
 TF1556'DONNYBROOK, WARD COUNTY, 0.5 MILE EAST AND 1.0 MILE NORTH ALONG ROADS.
 TF1556'AT A ROAD INTERSECTION, 48 FEET WEST OF THE CENTERLINE OF THE
 TF1556'NORTH-AND-SOUTH ROAD, AND 33 FEET SOUTH OF THE CENTERLINE OF THE
 TF1556'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED N 337 1935 AND SET IN
 TF1556'THE TOP OF A CONCRETE POST.  NOTE-- A PART OF A CONCRETE POST BEARING
 TF1556'THE IMPRINT OF A DISK WAS FOUND AT THE DESCRIBED LOCATION OF THIS
 TF1556'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0295 ***********************************************************************
 TG0295  DESIGNATION -  N 338
 TG0295  PID         -  TG0295
 TG0295  STATE/COUNTY-  ND/WARD
 TG0295  USGS QUAD   -  BOWBELLS SE (1949)
 TG0295
 TG0295                         *CURRENT SURVEY CONTROL
 TG0295  ___________________________________________________________________
 TG0295* NAD 83(1986)-  48 45 55.     (N)    102 05 14.     (W)     SCALED    
 TG0295* NAVD 88     -       567.066  (meters)    1860.45   (feet)  ADJUSTED  
 TG0295  ___________________________________________________________________
 TG0295  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TG0295  DYNAMIC HT  -         567.181 (meters)    1860.83  (feet)  COMP
 TG0295  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TG0295
 TG0295  VERT ORDER  -  SECOND    CLASS 0
 TG0295
 TG0295.The horizontal coordinates were scaled from a topographic map and have
 TG0295.an estimated accuracy of +/- 6 seconds.
 TG0295
 TG0295.The orthometric height was determined by differential leveling
 TG0295.and adjusted by the National Geodetic Survey in June 1991..
 TG0295
 TG0295.The geoid height was determined by GEOID03.
 TG0295
 TG0295.The dynamic height is computed by dividing the NAVD 88
 TG0295.geopotential number by the normal gravity value computed on the
 TG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0295.degrees latitude (g = 980.6199 gals.).
 TG0295
 TG0295.The modeled gravity was interpolated from observed gravity values.
 TG0295
 TG0295;                    North         East    Units  Estimated Accuracy
 TG0295;SPC ND N     -   197,480.      483,320.      MT  (+/- 180 meters Scaled)
 TG0295
 TG0295                          SUPERSEDED SURVEY CONTROL
 TG0295
 TG0295  NGVD 29 (??/??/92)  566.663  (m)         1859.13   (f) ADJ UNCH    2 0
 TG0295
 TG0295.Superseded values are not recommended for survey control.
 TG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0295.See file dsdata.txt to determine how the superseded data were derived.
 TG0295
 TG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ140054(NAD 83)
 TG0295_MARKER: DB = BENCH MARK DISK
 TG0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG0295_SP_SET: CULVERT
 TG0295_STAMPING: N 338 1935
 TG0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG0295
 TG0295  HISTORY     - Date     Condition        Report By
 TG0295  HISTORY     - 1935     MONUMENTED       CGS
 TG0295  HISTORY     - 1963     GOOD             NGS
 TG0295  HISTORY     - 1983     GOOD             NGS
 TG0295
 TG0295                          STATION DESCRIPTION
 TG0295
 TG0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0295'10.5 MI SE FROM BOWBELLS.
 TG0295'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0295'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 2.9 MILES
 TG0295'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, IN SECTION 16, T 161
 TG0295'N, R 88 W, 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 5 AND U.S.
 TG0295'HIGHWAY 52, SET IN THE TOP CENTER OF THE WEST HEADWALL OF A CONCRETE
 TG0295'CULVERT, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4
 TG0295'FEET BELOW THE LEVEL OF THE HIGHWAY.
 TG0295
 TG0295                          STATION RECOVERY (1983)
 TG0295
 TG0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0643 ***********************************************************************
 TF0643  DESIGNATION -  N 339
 TF0643  PID         -  TF0643
 TF0643  STATE/COUNTY-  ND/BOTTINEAU
 TF0643  USGS QUAD   -  WESTHOPE SW (1949)
 TF0643
 TF0643                         *CURRENT SURVEY CONTROL
 TF0643  ___________________________________________________________________
 TF0643* NAD 83(1986)-  48 45 45.     (N)    101 08 49.     (W)     SCALED    
 TF0643* NAVD 88     -       456.545  (meters)    1497.85   (feet)  ADJUSTED  
 TF0643  ___________________________________________________________________
 TF0643  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 TF0643  DYNAMIC HT  -         456.646 (meters)    1498.18  (feet)  COMP
 TF0643  MODELED GRAV-     980,816.9   (mgal)                       NAVD 88
 TF0643
 TF0643  VERT ORDER  -  SECOND    CLASS 0
 TF0643
 TF0643.The horizontal coordinates were scaled from a topographic map and have
 TF0643.an estimated accuracy of +/- 6 seconds.
 TF0643
 TF0643.The orthometric height was determined by differential leveling
 TF0643.and adjusted by the National Geodetic Survey in June 1991..
 TF0643.WARNING-Repeat measurements at this control monument indicate possible
 TF0643.vertical movement.
 TF0643
 TF0643.The geoid height was determined by GEOID03.
 TF0643
 TF0643.The dynamic height is computed by dividing the NAVD 88
 TF0643.geopotential number by the normal gravity value computed on the
 TF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0643.degrees latitude (g = 980.6199 gals.).
 TF0643
 TF0643.The modeled gravity was interpolated from observed gravity values.
 TF0643
 TF0643;                    North         East    Units  Estimated Accuracy
 TF0643;SPC ND N     -   196,170.      552,440.      MT  (+/- 180 meters Scaled)
 TF0643
 TF0643                          SUPERSEDED SURVEY CONTROL
 TF0643
 TF0643  NGVD 29 (??/??/92)  456.189  (m)         1496.68   (f) ADJ UNCH    2 0
 TF0643
 TF0643.Superseded values are not recommended for survey control.
 TF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0643.See file dsdata.txt to determine how the superseded data were derived.
 TF0643
 TF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV422032(NAD 83)
 TF0643_MARKER: DB = BENCH MARK DISK
 TF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0643_STAMPING: N 339 1935
 TF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0643+STABILITY: SURFACE MOTION
 TF0643
 TF0643  HISTORY     - Date     Condition        Report By
 TF0643  HISTORY     - 1935     MONUMENTED       CGS
 TF0643  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0643
 TF0643                          STATION DESCRIPTION
 TF0643
 TF0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0643'16.8 MI E FROM MOHALL.
 TF0643'IN BOTTINEAU COUNTY, 16.8 MILES EAST ALONG STATE HIGHWAY 5 AND U.S.
 TF0643'HIGHWAY 83 FROM THE CITY WATER TOWER AT MOHALL, RENVILLE COUNTY, AT A
 TF0643'RIGHT-ANGLE TURN TO THE N IN THE HIGHWAY AND THE JUNCTION OF THE
 TF0643'MAXBASS ROAD, IN THE SOUTHEAST QUARTER OF THE INTERSECTION, 48 FEET
 TF0643'SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 30 FEET EAST OF THE
 TF0643'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 5 FEET SOUTHEAST OF A FENCE
 TF0643'CORNER, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER
 TF0643'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N 339 1935 AND SET IN THE
 TF0643'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0517 ***********************************************************************
 RP0517  DESIGNATION -  N 34
 RP0517  PID         -  RP0517
 RP0517  STATE/COUNTY-  ND/SARGENT
 RP0517  USGS QUAD   -  COGSWELL (1957)
 RP0517
 RP0517                         *CURRENT SURVEY CONTROL
 RP0517  ___________________________________________________________________
 RP0517* NAD 83(1986)-  46 02 40.     (N)    097 51 42.     (W)     SCALED    
 RP0517* NAVD 88     -       393.818  (meters)    1292.05   (feet)  ADJUSTED  
 RP0517  ___________________________________________________________________
 RP0517  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 RP0517  DYNAMIC HT  -         393.809 (meters)    1292.02  (feet)  COMP
 RP0517  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 RP0517
 RP0517  VERT ORDER  -  SECOND    CLASS 0
 RP0517
 RP0517.The horizontal coordinates were scaled from a topographic map and have
 RP0517.an estimated accuracy of +/- 6 seconds.
 RP0517
 RP0517.The orthometric height was determined by differential leveling
 RP0517.and adjusted by the National Geodetic Survey in June 1991..
 RP0517
 RP0517.The geoid height was determined by GEOID03.
 RP0517
 RP0517.The dynamic height is computed by dividing the NAVD 88
 RP0517.geopotential number by the normal gravity value computed on the
 RP0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0517.degrees latitude (g = 980.6199 gals.).
 RP0517
 RP0517.The modeled gravity was interpolated from observed gravity values.
 RP0517
 RP0517;                    North         East    Units  Estimated Accuracy
 RP0517;SPC ND S     -    45,420.      804,180.      MT  (+/- 180 meters Scaled)
 RP0517
 RP0517                          SUPERSEDED SURVEY CONTROL
 RP0517
 RP0517  NGVD 29 (??/??/92)  393.511  (m)         1291.04   (f) ADJ UNCH    2 0
 RP0517
 RP0517.Superseded values are not recommended for survey control.
 RP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0517.See file dsdata.txt to determine how the superseded data were derived.
 RP0517
 RP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR880996(NAD 83)
 RP0517_MARKER: DB = BENCH MARK DISK
 RP0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0517_STAMPING: N 34 1934
 RP0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0517+STABILITY: SURFACE MOTION
 RP0517
 RP0517  HISTORY     - Date     Condition        Report By
 RP0517  HISTORY     - 1934     MONUMENTED       CGS
 RP0517
 RP0517                          STATION DESCRIPTION
 RP0517
 RP0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0517'1.8 MI E FROM STRAUBVILLE.
 RP0517'1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0517'STRAUBVILLE, SARGENT COUNTY, ABOUT 7 POLES EAST OF MILEPOST 17, ABOUT
 RP0517'350 FEET EAST OF A TWIN 48-INCH CONCRETE PIPE CULVERT, 25 FEET EAST OF
 RP0517'A T-FENCE LEADING NORTH, 18 FEET SOUTH OF THE CENTER LINE OF THE
 RP0517'TRACK, 35 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER
 RP0517'THAN THE TRACK.  A STANDARD DISK, STAMPED N 34 1934 AND SET IN THE TOP
 RP0517'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1667 ***********************************************************************
 TF1667  DESIGNATION -  N 341
 TF1667  PID         -  TF1667
 TF1667  STATE/COUNTY-  ND/RENVILLE
 TF1667  USGS QUAD   -  MOUSE RIVER PARK NW (1948)
 TF1667
 TF1667                         *CURRENT SURVEY CONTROL
 TF1667  ___________________________________________________________________
 TF1667* NAD 83(1986)-  48 52 45.     (N)    101 58 40.     (W)     SCALED    
 TF1667* NAVD 88     -       565.217  (meters)    1854.38   (feet)  ADJUSTED  
 TF1667  ___________________________________________________________________
 TF1667  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 TF1667  DYNAMIC HT  -         565.340 (meters)    1854.79  (feet)  COMP
 TF1667  MODELED GRAV-     980,808.3   (mgal)                       NAVD 88
 TF1667
 TF1667  VERT ORDER  -  SECOND    CLASS 0
 TF1667
 TF1667.The horizontal coordinates were scaled from a topographic map and have
 TF1667.an estimated accuracy of +/- 6 seconds.
 TF1667
 TF1667.The orthometric height was determined by differential leveling
 TF1667.and adjusted by the National Geodetic Survey in June 1991..
 TF1667
 TF1667.The geoid height was determined by GEOID03.
 TF1667
 TF1667.The dynamic height is computed by dividing the NAVD 88
 TF1667.geopotential number by the normal gravity value computed on the
 TF1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1667.degrees latitude (g = 980.6199 gals.).
 TF1667
 TF1667.The modeled gravity was interpolated from observed gravity values.
 TF1667
 TF1667;                    North         East    Units  Estimated Accuracy
 TF1667;SPC ND N     -   209,980.      491,610.      MT  (+/- 180 meters Scaled)
 TF1667
 TF1667                          SUPERSEDED SURVEY CONTROL
 TF1667
 TF1667  NGVD 29 (??/??/92)  564.832  (m)         1853.12   (f) ADJ UNCH    2 0
 TF1667
 TF1667.Superseded values are not recommended for survey control.
 TF1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1667.See file dsdata.txt to determine how the superseded data were derived.
 TF1667
 TF1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV816182(NAD 83)
 TF1667_MARKER: DB = BENCH MARK DISK
 TF1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1667_STAMPING: N 341 1935
 TF1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1667+STABILITY: SURFACE MOTION
 TF1667
 TF1667  HISTORY     - Date     Condition        Report By
 TF1667  HISTORY     - 1935     MONUMENTED       CGS
 TF1667
 TF1667                          STATION DESCRIPTION
 TF1667
 TF1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1667'10.5 MI N FROM NORMA.
 TF1667'10.5 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TF1667'STATION AT NORMA, RENVILLE COUNTY, IN THE NORTHEAST QUARTER OF A ROAD
 TF1667'INTERSECTION, 33 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF1667'ROAD, 30 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2
 TF1667'FEET SOUTH OF A POLE, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 TF1667'STAMPED N 341 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0815 ***********************************************************************
 TF0815  DESIGNATION -  N 342
 TF0815  PID         -  TF0815
 TF0815  STATE/COUNTY-  ND/BOTTINEAU
 TF0815  USGS QUAD   -  WESTHOPE SE (1951)
 TF0815
 TF0815                         *CURRENT SURVEY CONTROL
 TF0815  ___________________________________________________________________
 TF0815* NAD 83(1986)-  48 51 01.     (N)    101 00 59.     (W)     SCALED    
 TF0815* NAVD 88     -       455.032  (meters)    1492.88   (feet)  ADJUSTED  
 TF0815  ___________________________________________________________________
 TF0815  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0815  DYNAMIC HT  -         455.138 (meters)    1493.23  (feet)  COMP
 TF0815  MODELED GRAV-     980,827.9   (mgal)                       NAVD 88
 TF0815
 TF0815  VERT ORDER  -  SECOND    CLASS 0
 TF0815
 TF0815.The horizontal coordinates were scaled from a topographic map and have
 TF0815.an estimated accuracy of +/- 6 seconds.
 TF0815
 TF0815.The orthometric height was determined by differential leveling
 TF0815.and adjusted by the National Geodetic Survey in June 1991..
 TF0815
 TF0815.The geoid height was determined by GEOID03.
 TF0815
 TF0815.The dynamic height is computed by dividing the NAVD 88
 TF0815.geopotential number by the normal gravity value computed on the
 TF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0815.degrees latitude (g = 980.6199 gals.).
 TF0815
 TF0815.The modeled gravity was interpolated from observed gravity values.
 TF0815
 TF0815;                    North         East    Units  Estimated Accuracy
 TF0815;SPC ND N     -   205,850.      562,100.      MT  (+/- 180 meters Scaled)
 TF0815
 TF0815                          SUPERSEDED SURVEY CONTROL
 TF0815
 TF0815  NGVD 29 (??/??/92)  454.68   (m)         1491.7    (f) COMPUTED    2 0
 TF0815
 TF0815.Superseded values are not recommended for survey control.
 TF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0815.See file dsdata.txt to determine how the superseded data were derived.
 TF0815
 TF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV520127(NAD 83)
 TF0815_MARKER: DB = BENCH MARK DISK
 TF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0815_STAMPING: N-342 1935
 TF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0815+STABILITY: SURFACE MOTION
 TF0815
 TF0815  HISTORY     - Date     Condition        Report By
 TF0815  HISTORY     - 1935     MONUMENTED       CGS
 TF0815
 TF0815                          STATION DESCRIPTION
 TF0815
 TF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0815'4.2 MI S FROM WESTHOPE.
 TF0815'4.2 MILES SOUTH CITY WATER TOWER AT WESTHOPE ALONG THE WESTHOPE ROAD
 TF0815'(U.S. ROUTE NO. 83) TO A CROSS ROAD 4 MILES SOUTH OF THE GREAT
 TF0815'NORTHERN RAILROAD AT WESTHOPE.  SET IN POST IN LINE OF POLES IN THE
 TF0815'SOUTHWEST QUARTER OF THE INTERSECTION, 22 FEET WEST OF THE CENTERLINE
 TF0815'OF THE WESTHOPE ROAD, 20 FEET SOUTH OF THE CENTERLINE OF THE CROSS
 TF0815'ROAD, 1 FOOT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0816 ***********************************************************************
 TF0816  DESIGNATION -  N 342 RESET
 TF0816  PID         -  TF0816
 TF0816  STATE/COUNTY-  ND/BOTTINEAU
 TF0816  USGS QUAD   -  WESTHOPE SE (1951)
 TF0816
 TF0816                         *CURRENT SURVEY CONTROL
 TF0816  ___________________________________________________________________
 TF0816* NAD 83(1986)-  48 51 00.     (N)    101 00 59.     (W)     SCALED    
 TF0816* NAVD 88     -       454.94   (+/-2cm)    1492.6    (feet)  VERTCON   
 TF0816  ___________________________________________________________________
 TF0816  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0816
 TF0816  VERT ORDER  -  THIRD (See Below)
 TF0816
 TF0816.The horizontal coordinates were scaled from a topographic map and have
 TF0816.an estimated accuracy of +/- 6 seconds.
 TF0816
 TF0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0816.The vertical order pertains to the NGVD 29 superseded value.
 TF0816
 TF0816.The geoid height was determined by GEOID03.
 TF0816
 TF0816;                    North         East    Units  Estimated Accuracy
 TF0816;SPC ND N     -   205,820.      562,100.      MT  (+/- 180 meters Scaled)
 TF0816
 TF0816                          SUPERSEDED SURVEY CONTROL
 TF0816
 TF0816  NGVD 29 (??/??/??)  454.58   (m)         1491.4    (f) RESET       3  
 TF0816
 TF0816.Superseded values are not recommended for survey control.
 TF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0816.See file dsdata.txt to determine how the superseded data were derived.
 TF0816
 TF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV520127(NAD 83)
 TF0816_MARKER: DB = BENCH MARK DISK
 TF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0816_STAMPING: N 342 RESET 1950
 TF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0816+STABILITY: SURFACE MOTION
 TF0816
 TF0816  HISTORY     - Date     Condition        Report By
 TF0816  HISTORY     - 1950     MONUMENTED       NDHD
 TF0816
 TF0816                          STATION DESCRIPTION
 TF0816
 TF0816'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TF0816'4.2 MI S FROM WESTHOPE.
 TF0816'4.2 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE CITY WATER TOWER AT
 TF0816'WESTHOPE, BOTTINEAU COUNTY, IN SECTION 22, T. 162 N., R. 80 W., AT THE
 TF0816'INTERSECTION OF A COUNTY ROAD, 100 FEET WEST OF THE CENTERLINE OF THE
 TF0816'HIGHWAY, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 3.5 FEET
 TF0816'SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED N 342 RESET 1950 AND
 TF0816'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0833 ***********************************************************************
 TF0833  DESIGNATION -  N 343 RESET
 TF0833  PID         -  TF0833
 TF0833  STATE/COUNTY-  ND/BOTTINEAU
 TF0833  USGS QUAD   -  ANTLER SW (1980)
 TF0833
 TF0833                         *CURRENT SURVEY CONTROL
 TF0833  ___________________________________________________________________
 TF0833* NAD 83(1986)-  48 46 39.     (N)    101 25 52.     (W)     SCALED    
 TF0833* NAVD 88     -       486.688  (meters)    1596.74   (feet)  ADJUSTED  
 TF0833  ___________________________________________________________________
 TF0833  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TF0833  DYNAMIC HT  -         486.794 (meters)    1597.09  (feet)  COMP
 TF0833  MODELED GRAV-     980,813.4   (mgal)                       NAVD 88
 TF0833
 TF0833  VERT ORDER  -  SECOND    CLASS 0
 TF0833
 TF0833.The horizontal coordinates were scaled from a topographic map and have
 TF0833.an estimated accuracy of +/- 6 seconds.
 TF0833
 TF0833.The orthometric height was determined by differential leveling
 TF0833.and adjusted by the National Geodetic Survey in June 1991..
 TF0833
 TF0833.The geoid height was determined by GEOID03.
 TF0833
 TF0833.The dynamic height is computed by dividing the NAVD 88
 TF0833.geopotential number by the normal gravity value computed on the
 TF0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0833.degrees latitude (g = 980.6199 gals.).
 TF0833
 TF0833.The modeled gravity was interpolated from observed gravity values.
 TF0833
 TF0833;                    North         East    Units  Estimated Accuracy
 TF0833;SPC ND N     -   198,050.      531,570.      MT  (+/- 180 meters Scaled)
 TF0833
 TF0833                          SUPERSEDED SURVEY CONTROL
 TF0833
 TF0833  NGVD 29 (??/??/92)  486.33   (m)         1595.6    (f) COMPUTED    2 0
 TF0833
 TF0833.Superseded values are not recommended for survey control.
 TF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0833.See file dsdata.txt to determine how the superseded data were derived.
 TF0833
 TF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV213055(NAD 83)
 TF0833_MARKER: DB = BENCH MARK DISK
 TF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0833_STAMPING: N 343 RESET 1956
 TF0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0833+STABILITY: SURFACE MOTION
 TF0833
 TF0833  HISTORY     - Date     Condition        Report By
 TF0833  HISTORY     - 1956     MONUMENTED       CGS
 TF0833  HISTORY     - 1963     GOOD             NGS
 TF0833
 TF0833                          STATION DESCRIPTION
 TF0833
 TF0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0833'4.65 MI NE FROM MOHALL.
 TF0833'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0833'MOHALL, THENCE 1.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 10, T
 TF0833'161 N, R 83 W, AT A ROAD INTERSECTION, 120 FEET EAST OF THE CENTER
 TF0833'LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD,
 TF0833'53 FEET EAST OF A POWER POLE, 1.2 FEET EAST OF A METAL WITNESS POST,
 TF0833'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 TF0833'CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0555 ***********************************************************************
 TF0555  DESIGNATION -  N 344
 TF0555  PID         -  TF0555
 TF0555  STATE/COUNTY-  ND/BOTTINEAU
 TF0555  USGS QUAD   -  LANDA SW (1980)
 TF0555
 TF0555                         *CURRENT SURVEY CONTROL
 TF0555  ___________________________________________________________________
 TF0555* NAD 83(1986)-  48 46 38.     (N)    100 54 22.     (W)     SCALED    
 TF0555* NAVD 88     -       448.664  (meters)    1471.99   (feet)  ADJUSTED  
 TF0555  ___________________________________________________________________
 TF0555  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0555  DYNAMIC HT  -         448.765 (meters)    1472.32  (feet)  COMP
 TF0555  MODELED GRAV-     980,821.2   (mgal)                       NAVD 88
 TF0555
 TF0555  VERT ORDER  -  SECOND    CLASS 0
 TF0555
 TF0555.The horizontal coordinates were scaled from a topographic map and have
 TF0555.an estimated accuracy of +/- 6 seconds.
 TF0555
 TF0555.The orthometric height was determined by differential leveling
 TF0555.and adjusted by the National Geodetic Survey in June 1991..
 TF0555
 TF0555.The geoid height was determined by GEOID03.
 TF0555
 TF0555.The dynamic height is computed by dividing the NAVD 88
 TF0555.geopotential number by the normal gravity value computed on the
 TF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0555.degrees latitude (g = 980.6199 gals.).
 TF0555
 TF0555.The modeled gravity was interpolated from observed gravity values.
 TF0555
 TF0555;                    North         East    Units  Estimated Accuracy
 TF0555;SPC ND N     -   197,680.      570,150.      MT  (+/- 180 meters Scaled)
 TF0555
 TF0555                          SUPERSEDED SURVEY CONTROL
 TF0555
 TF0555  NGVD 29 (??/??/92)  448.29   (m)         1470.8    (f) COMPUTED    2 0
 TF0555
 TF0555.Superseded values are not recommended for survey control.
 TF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0555.See file dsdata.txt to determine how the superseded data were derived.
 TF0555
 TF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV599044(NAD 83)
 TF0555_MARKER: DB = BENCH MARK DISK
 TF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0555_STAMPING: N 344 1935
 TF0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0555+STABILITY: SURFACE MOTION
 TF0555
 TF0555  HISTORY     - Date     Condition        Report By
 TF0555  HISTORY     - 1935     MONUMENTED       CGS
 TF0555
 TF0555                          STATION DESCRIPTION
 TF0555
 TF0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0555'4.2 MI N FROM NEWBURG.
 TF0555'4.2 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TF0555'RAILWAY STATION AT NEWBURG, BOTTINEAU COUNTY, AT A ROAD INTERSECTION,
 TF0555'48 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, AND 33 FEET
 TF0555'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK,
 TF0555'STAMPED N 344 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0267 ***********************************************************************
 TG0267  DESIGNATION -  N 345
 TG0267  PID         -  TG0267
 TG0267  STATE/COUNTY-  ND/BURKE
 TG0267  USGS QUAD   -  BOWBELLS NW (1947)
 TG0267
 TG0267                         *CURRENT SURVEY CONTROL
 TG0267  ___________________________________________________________________
 TG0267* NAD 83(1986)-  48 52 46.     (N)    102 10 26.     (W)     SCALED    
 TG0267* NAVD 88     -       582.959  (meters)    1912.59   (feet)  ADJUSTED  
 TG0267  ___________________________________________________________________
 TG0267  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 TG0267  DYNAMIC HT  -         583.085 (meters)    1913.00  (feet)  COMP
 TG0267  MODELED GRAV-     980,806.2   (mgal)                       NAVD 88
 TG0267
 TG0267  VERT ORDER  -  SECOND    CLASS 0
 TG0267
 TG0267.The horizontal coordinates were scaled from a topographic map and have
 TG0267.an estimated accuracy of +/- 6 seconds.
 TG0267
 TG0267.The orthometric height was determined by differential leveling
 TG0267.and adjusted by the National Geodetic Survey in June 1991..
 TG0267
 TG0267.The geoid height was determined by GEOID03.
 TG0267
 TG0267.The dynamic height is computed by dividing the NAVD 88
 TG0267.geopotential number by the normal gravity value computed on the
 TG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0267.degrees latitude (g = 980.6199 gals.).
 TG0267
 TG0267.The modeled gravity was interpolated from observed gravity values.
 TG0267
 TG0267;                    North         East    Units  Estimated Accuracy
 TG0267;SPC ND N     -   210,310.      477,230.      MT  (+/- 180 meters Scaled)
 TG0267
 TG0267                          SUPERSEDED SURVEY CONTROL
 TG0267
 TG0267  NGVD 29 (??/??/92)  582.572  (m)         1911.32   (f) ADJ UNCH    2 0
 TG0267
 TG0267.Superseded values are not recommended for survey control.
 TG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0267.See file dsdata.txt to determine how the superseded data were derived.
 TG0267
 TG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ071179(NAD 83)
 TG0267_MARKER: DB = BENCH MARK DISK
 TG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0267_STAMPING: N 345 1935
 TG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0267+STABILITY: SURFACE MOTION
 TG0267
 TG0267  HISTORY     - Date     Condition        Report By
 TG0267  HISTORY     - 1935     MONUMENTED       CGS
 TG0267  HISTORY     - 1963     GOOD             NGS
 TG0267
 TG0267                          STATION DESCRIPTION
 TG0267
 TG0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0267'8.6 MI NE FROM BOWBELLS.
 TG0267'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0267'RAILROAD STATION AT BOWBELLS, THENCE 5.0 MILES NORTH ALONG U.S.
 TG0267'HIGHWAY 52 AND STATE HIGHWAY 5 AND 8, THENCE 3.0 MILES EAST ALONG A
 TG0267'GRAVELED ROAD, AT A ROAD INTERSECTION, IN SECTION 1, T 162 N, R 89 W,
 TG0267'41 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 32 FEET NORTH OF
 TG0267'THE CENTER LINE OF THE ROAD, 25 FEET EAST OF THE CENTER LINE OF THE
 TG0267'NORTH-SOUTH ROAD, 0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 TG0267'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 TG0267'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0713 ***********************************************************************
 TF0713  DESIGNATION -  N 346
 TF0713  PID         -  TF0713
 TF0713  STATE/COUNTY-  ND/BOTTINEAU
 TF0713  USGS QUAD   -  ANTLER (1971)
 TF0713
 TF0713                         *CURRENT SURVEY CONTROL
 TF0713  ___________________________________________________________________
 TF0713* NAD 83(1986)-  48 57 57.     (N)    101 19 19.     (W)     SCALED    
 TF0713* NAVD 88     -       471.398  (meters)    1546.58   (feet)  ADJUSTED  
 TF0713  ___________________________________________________________________
 TF0713  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF0713  DYNAMIC HT  -         471.513 (meters)    1546.96  (feet)  COMP
 TF0713  MODELED GRAV-     980,838.6   (mgal)                       NAVD 88
 TF0713
 TF0713  VERT ORDER  -  SECOND    CLASS 0
 TF0713
 TF0713.The horizontal coordinates were scaled from a topographic map and have
 TF0713.an estimated accuracy of +/- 6 seconds.
 TF0713
 TF0713.The orthometric height was determined by differential leveling
 TF0713.and adjusted by the National Geodetic Survey in June 1991..
 TF0713
 TF0713.The geoid height was determined by GEOID03.
 TF0713
 TF0713.The dynamic height is computed by dividing the NAVD 88
 TF0713.geopotential number by the normal gravity value computed on the
 TF0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0713.degrees latitude (g = 980.6199 gals.).
 TF0713
 TF0713.The modeled gravity was interpolated from observed gravity values.
 TF0713
 TF0713;                    North         East    Units  Estimated Accuracy
 TF0713;SPC ND N     -   218,900.      539,810.      MT  (+/- 180 meters Scaled)
 TF0713
 TF0713                          SUPERSEDED SURVEY CONTROL
 TF0713
 TF0713  NGVD 29 (??/??/92)  471.04   (m)         1545.4    (f) COMPUTED    2 0
 TF0713
 TF0713.Superseded values are not recommended for survey control.
 TF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0713.See file dsdata.txt to determine how the superseded data were derived.
 TF0713
 TF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV300262(NAD 83)
 TF0713_MARKER: DB = BENCH MARK DISK
 TF0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0713_STAMPING: N 346 1935
 TF0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0713+STABILITY: SURFACE MOTION
 TF0713
 TF0713  HISTORY     - Date     Condition        Report By
 TF0713  HISTORY     - 1935     MONUMENTED       CGS
 TF0713  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0713
 TF0713                          STATION DESCRIPTION
 TF0713
 TF0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0713'2.05 MI W FROM ANTLER.
 TF0713'1.0 MILE WEST ALONG A SECTION-LINE ROAD FROM THE INTERSECTION OF STATE
 TF0713'HIGHWAY 39 AT ANTLER, BOTTINEAU COUNTY, AT A ROAD INTERSECTION, 48
 TF0713'FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 40 FEET
 TF0713'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD DISK,
 TF0713'STAMPED N 346 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0518 ***********************************************************************
 TF0518  DESIGNATION -  N 347
 TF0518  PID         -  TF0518
 TF0518  STATE/COUNTY-  ND/BOTTINEAU
 TF0518  USGS QUAD   -  ROTH (1954)
 TF0518
 TF0518                         *CURRENT SURVEY CONTROL
 TF0518  ___________________________________________________________________
 TF0518* NAD 83(1986)-  48 54 28.     (N)    100 50 27.     (W)     SCALED    
 TF0518* NAVD 88     -       456.529  (meters)    1497.80   (feet)  ADJUSTED  
 TF0518  ___________________________________________________________________
 TF0518  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 TF0518  DYNAMIC HT  -         456.638 (meters)    1498.15  (feet)  COMP
 TF0518  MODELED GRAV-     980,834.6   (mgal)                       NAVD 88
 TF0518
 TF0518  VERT ORDER  -  SECOND    CLASS 0
 TF0518
 TF0518.The horizontal coordinates were scaled from a topographic map and have
 TF0518.an estimated accuracy of +/- 6 seconds.
 TF0518
 TF0518.The orthometric height was determined by differential leveling
 TF0518.and adjusted by the National Geodetic Survey in June 1991..
 TF0518
 TF0518.The geoid height was determined by GEOID03.
 TF0518
 TF0518.The dynamic height is computed by dividing the NAVD 88
 TF0518.geopotential number by the normal gravity value computed on the
 TF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0518.degrees latitude (g = 980.6199 gals.).
 TF0518
 TF0518.The modeled gravity was interpolated from observed gravity values.
 TF0518
 TF0518;                    North         East    Units  Estimated Accuracy
 TF0518;SPC ND N     -   212,180.      575,010.      MT  (+/- 180 meters Scaled)
 TF0518
 TF0518                          SUPERSEDED SURVEY CONTROL
 TF0518
 TF0518  NGVD 29 (??/??/92)  456.170  (m)         1496.62   (f) ADJ UNCH    2 0
 TF0518
 TF0518.Superseded values are not recommended for survey control.
 TF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0518.See file dsdata.txt to determine how the superseded data were derived.
 TF0518
 TF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV651188(NAD 83)
 TF0518_MARKER: DB = BENCH MARK DISK
 TF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0518_STAMPING: N 347 1935
 TF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0518+STABILITY: SURFACE MOTION
 TF0518
 TF0518  HISTORY     - Date     Condition        Report By
 TF0518  HISTORY     - 1935     MONUMENTED       CGS
 TF0518
 TF0518                          STATION DESCRIPTION
 TF0518
 TF0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0518'2.0 MI W FROM ROTH.
 TF0518'2.0 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TF0518'ROTH, BOTTINEAU COUNTY, AT A ROAD CROSSING, 56 FEET NORTH OF THE
 TF0518'CENTERLINE OF THE EAST-AND-WEST ROAD, 45 FEET SOUTH OF THE CENTERLINE
 TF0518'OF THE TRACK, AND 33 FEET WEST OF THE CENTERLINE OF THE
 TF0518'NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED N 347 1935 AND SET IN
 TF0518'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0549 ***********************************************************************
 TF0549  DESIGNATION -  N 348
 TF0549  PID         -  TF0549
 TF0549  STATE/COUNTY-  ND/MCHENRY
 TF0549  USGS QUAD   -  UPHAM (1950)
 TF0549
 TF0549                         *CURRENT SURVEY CONTROL
 TF0549  ___________________________________________________________________
 TF0549* NAD 83(1986)-  48 36 13.     (N)    100 44 02.     (W)     SCALED    
 TF0549* NAVD 88     -       440.937  (meters)    1446.64   (feet)  ADJUSTED  
 TF0549  ___________________________________________________________________
 TF0549  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0549  DYNAMIC HT  -         441.029 (meters)    1446.94  (feet)  COMP
 TF0549  MODELED GRAV-     980,806.0   (mgal)                       NAVD 88
 TF0549
 TF0549  VERT ORDER  -  SECOND    CLASS 0
 TF0549
 TF0549.The horizontal coordinates were scaled from a topographic map and have
 TF0549.an estimated accuracy of +/- 6 seconds.
 TF0549
 TF0549.The orthometric height was determined by differential leveling
 TF0549.and adjusted by the National Geodetic Survey in June 1991..
 TF0549
 TF0549.The geoid height was determined by GEOID03.
 TF0549
 TF0549.The dynamic height is computed by dividing the NAVD 88
 TF0549.geopotential number by the normal gravity value computed on the
 TF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0549.degrees latitude (g = 980.6199 gals.).
 TF0549
 TF0549.The modeled gravity was interpolated from observed gravity values.
 TF0549
 TF0549;                    North         East    Units  Estimated Accuracy
 TF0549;SPC ND N     -   178,320.      582,750.      MT  (+/- 180 meters Scaled)
 TF0549
 TF0549                          SUPERSEDED SURVEY CONTROL
 TF0549
 TF0549  NGVD 29 (??/??/92)  440.565  (m)         1445.42   (f) ADJ UNCH    2 0
 TF0549
 TF0549.Superseded values are not recommended for survey control.
 TF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0549.See file dsdata.txt to determine how the superseded data were derived.
 TF0549
 TF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU721848(NAD 83)
 TF0549_MARKER: DB = BENCH MARK DISK
 TF0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0549_STAMPING: N-348 1935
 TF0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0549+STABILITY: SURFACE MOTION
 TF0549
 TF0549  HISTORY     - Date     Condition        Report By
 TF0549  HISTORY     - 1935     MONUMENTED       CGS
 TF0549
 TF0549                          STATION DESCRIPTION
 TF0549
 TF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0549'1.7 MI N FROM UPHAM.
 TF0549'1.7 MILES NORTH OF ALONG STATE HIWAY NO. 14 AT JUNCTION OF T ROAD
 TF0549'WEST.  SET 40 FEET WEST OF CENTERLINE OF HIWAY, 50 FT SOUTH OF
 TF0549'CENTERLINE OF T ROAD WEST.  10 FT SOUTH, THENCE 1 1/2 FT EAST OF RIGHT
 TF0549'OF WAY FENCE CORNER.  3 FT BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0550 ***********************************************************************
 TF0550  DESIGNATION -  N 348 RESET
 TF0550  PID         -  TF0550
 TF0550  STATE/COUNTY-  ND/MCHENRY
 TF0550  USGS QUAD   -  UPHAM (1950)
 TF0550
 TF0550                         *CURRENT SURVEY CONTROL
 TF0550  ___________________________________________________________________
 TF0550* NAD 83(1986)-  48 36 13.     (N)    100 44 02.     (W)     SCALED    
 TF0550* NAVD 88     -       440.92   (+/-2cm)    1446.6    (feet)  VERTCON   
 TF0550  ___________________________________________________________________
 TF0550  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF0550
 TF0550  VERT ORDER  -  THIRD (See Below)
 TF0550
 TF0550.The horizontal coordinates were scaled from a topographic map and have
 TF0550.an estimated accuracy of +/- 6 seconds.
 TF0550
 TF0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0550.The vertical order pertains to the NGVD 29 superseded value.
 TF0550
 TF0550.The geoid height was determined by GEOID03.
 TF0550
 TF0550;                    North         East    Units  Estimated Accuracy
 TF0550;SPC ND N     -   178,320.      582,750.      MT  (+/- 180 meters Scaled)
 TF0550
 TF0550                          SUPERSEDED SURVEY CONTROL
 TF0550
 TF0550  NGVD 29 (11/04/04)  440.55   (m)         1445.4    (f) RESET       3  
 TF0550
 TF0550.Superseded values are not recommended for survey control.
 TF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0550.See file dsdata.txt to determine how the superseded data were derived.
 TF0550
 TF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU721848(NAD 83)
 TF0550_MARKER: DB = BENCH MARK DISK
 TF0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0550_STAMPING: N 348 RESET 1960
 TF0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0550+STABILITY: SURFACE MOTION
 TF0550
 TF0550  HISTORY     - Date     Condition        Report By
 TF0550  HISTORY     - 1960     MONUMENTED       CGS
 TF0550
 TF0550                          STATION DESCRIPTION
 TF0550
 TF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TF0550'1.7 MI N FROM UPHAM.
 TF0550'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM UPHAM, MCHENRY
 TF0550'COUNTY, AT THE JUNCTION OF SECTION-LINE ROADS, 102 FEET WEST OF THE
 TF0550'CENTERLINE OF THE HIGHWAY, 50 FEET SOUTH OF THE CENTERLINE OF
 TF0550'EAST-WEST ROAD, ONE FOOT NORTH OF A FENCE AND SET IN THE TOP OF A
 TF0550'CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0801 ***********************************************************************
 TF0801  DESIGNATION -  N 349
 TF0801  PID         -  TF0801
 TF0801  STATE/COUNTY-  ND/RENVILLE
 TF0801  USGS QUAD   -  GLENBURN (1979)
 TF0801
 TF0801                         *CURRENT SURVEY CONTROL
 TF0801  ___________________________________________________________________
 TF0801* NAD 83(1986)-  48 30 07.     (N)    101 08 28.     (W)     SCALED    
 TF0801* NAVD 88     -       463.152  (meters)    1519.52   (feet)  ADJUSTED  
 TF0801  ___________________________________________________________________
 TF0801  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 TF0801  DYNAMIC HT  -         463.242 (meters)    1519.82  (feet)  COMP
 TF0801  MODELED GRAV-     980,790.6   (mgal)                       NAVD 88
 TF0801
 TF0801  VERT ORDER  -  SECOND    CLASS 0
 TF0801
 TF0801.The horizontal coordinates were scaled from a topographic map and have
 TF0801.an estimated accuracy of +/- 6 seconds.
 TF0801
 TF0801.The orthometric height was determined by differential leveling
 TF0801.and adjusted by the National Geodetic Survey in June 1991..
 TF0801
 TF0801.The geoid height was determined by GEOID03.
 TF0801
 TF0801.The dynamic height is computed by dividing the NAVD 88
 TF0801.geopotential number by the normal gravity value computed on the
 TF0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0801.degrees latitude (g = 980.6199 gals.).
 TF0801
 TF0801.The modeled gravity was interpolated from observed gravity values.
 TF0801
 TF0801;                    North         East    Units  Estimated Accuracy
 TF0801;SPC ND N     -   167,190.      552,630.      MT  (+/- 180 meters Scaled)
 TF0801
 TF0801                          SUPERSEDED SURVEY CONTROL
 TF0801
 TF0801  NGVD 29 (??/??/92)  462.789  (m)         1518.33   (f) ADJ UNCH    2 0
 TF0801
 TF0801.Superseded values are not recommended for survey control.
 TF0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0801.See file dsdata.txt to determine how the superseded data were derived.
 TF0801
 TF0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU418743(NAD 83)
 TF0801_MARKER: DB = BENCH MARK DISK
 TF0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0801_SP_SET: CULVERT
 TF0801_STAMPING: N 349 1935
 TF0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0801
 TF0801  HISTORY     - Date     Condition        Report By
 TF0801  HISTORY     - 1935     MONUMENTED       CGS
 TF0801  HISTORY     - 1957     GOOD             NGS
 TF0801
 TF0801                          STATION DESCRIPTION
 TF0801
 TF0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TF0801'3.85 MI SE FROM GLENBURN.
 TF0801'3.1 MILES EAST ALONG THE BANTRY ROAD FROM THE CROSSING OF THE GREAT
 TF0801'NORTHERN RAILWAY AT GLENBURN, RENVILLE COUNTY, AT A DOUBLE 6- BY
 TF0801'10-FOOT CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 TF0801'CONCRETE HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 TF0801'ABOUT 1 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED N 349
 TF0801'1935.  NOTE-- THE GREAT NORTHERN RAILWAY CROSSES THE BANTRY ROAD ABOUT
 TF0801'3/4 MILE SOUTHEAST OF GLENBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0187 ***********************************************************************
 RQ0187  DESIGNATION -  N 35
 RQ0187  PID         -  RQ0187
 RQ0187  STATE/COUNTY-  ND/DICKEY
 RQ0187  USGS QUAD   -  MONANGO SW (1982)
 RQ0187
 RQ0187                         *CURRENT SURVEY CONTROL
 RQ0187  ___________________________________________________________________
 RQ0187* NAD 83(1986)-  46 00 20.     (N)    098 42 51.     (W)     SCALED    
 RQ0187* NAVD 88     -       474.432  (meters)    1556.53   (feet)  ADJUSTED  
 RQ0187  ___________________________________________________________________
 RQ0187  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 RQ0187  DYNAMIC HT  -         474.415 (meters)    1556.48  (feet)  COMP
 RQ0187  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 RQ0187
 RQ0187  VERT ORDER  -  SECOND    CLASS 0
 RQ0187
 RQ0187.The horizontal coordinates were scaled from a topographic map and have
 RQ0187.an estimated accuracy of +/- 6 seconds.
 RQ0187
 RQ0187.The orthometric height was determined by differential leveling
 RQ0187.and adjusted by the National Geodetic Survey in June 1991..
 RQ0187
 RQ0187.The geoid height was determined by GEOID03.
 RQ0187
 RQ0187.The dynamic height is computed by dividing the NAVD 88
 RQ0187.geopotential number by the normal gravity value computed on the
 RQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0187.degrees latitude (g = 980.6199 gals.).
 RQ0187
 RQ0187.The modeled gravity was interpolated from observed gravity values.
 RQ0187
 RQ0187;                    North         East    Units  Estimated Accuracy
 RQ0187;SPC ND S     -    39,240.      738,320.      MT  (+/- 180 meters Scaled)
 RQ0187
 RQ0187                          SUPERSEDED SURVEY CONTROL
 RQ0187
 RQ0187  NGVD 29 (??/??/92)  474.053  (m)         1555.29   (f) ADJ UNCH    2 0
 RQ0187
 RQ0187.Superseded values are not recommended for survey control.
 RQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0187.See file dsdata.txt to determine how the superseded data were derived.
 RQ0187
 RQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR221947(NAD 83)
 RQ0187_MARKER: DB = BENCH MARK DISK
 RQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0187_STAMPING: N-35 1934
 RQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0187+STABILITY: SURFACE MOTION
 RQ0187
 RQ0187  HISTORY     - Date     Condition        Report By
 RQ0187  HISTORY     - 1934     MONUMENTED       CGS
 RQ0187
 RQ0187                          STATION DESCRIPTION
 RQ0187
 RQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0187'8.9 MI W FROM ELLENDALE.
 RQ0187'8.9 MILES WEST OF DEPOT AT, ALONG STATE HIWAY NO. 11, 543 FEET NORTH
 RQ0187'OF THE POINT OF INTERSECTION OF CURVE.  270 FEET NORTH 14 INCH
 RQ0187'CONCRETE CULVERT, 30 FEET EAST OF THE CENTERLINE OF THE HIWAY AND 1
 RQ0187'FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0792 ***********************************************************************
 TF0792  DESIGNATION -  N 350
 TF0792  PID         -  TF0792
 TF0792  STATE/COUNTY-  ND/BOTTINEAU
 TF0792  USGS QUAD   -  ECKMAN (1949)
 TF0792
 TF0792                         *CURRENT SURVEY CONTROL
 TF0792  ___________________________________________________________________
 TF0792* NAD 83(1986)-  48 37 31.     (N)    101 03 35.     (W)     SCALED    
 TF0792* NAVD 88     -       452.221  (meters)    1483.66   (feet)  ADJUSTED  
 TF0792  ___________________________________________________________________
 TF0792  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 TF0792  DYNAMIC HT  -         452.315 (meters)    1483.97  (feet)  COMP
 TF0792  MODELED GRAV-     980,803.3   (mgal)                       NAVD 88
 TF0792
 TF0792  VERT ORDER  -  SECOND    CLASS 0
 TF0792
 TF0792.The horizontal coordinates were scaled from a topographic map and have
 TF0792.an estimated accuracy of +/- 6 seconds.
 TF0792
 TF0792.The orthometric height was determined by differential leveling
 TF0792.and adjusted by the National Geodetic Survey in June 1991..
 TF0792
 TF0792.The geoid height was determined by GEOID03.
 TF0792
 TF0792.The dynamic height is computed by dividing the NAVD 88
 TF0792.geopotential number by the normal gravity value computed on the
 TF0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0792.degrees latitude (g = 980.6199 gals.).
 TF0792
 TF0792.The modeled gravity was interpolated from observed gravity values.
 TF0792
 TF0792;                    North         East    Units  Estimated Accuracy
 TF0792;SPC ND N     -   180,860.      558,740.      MT  (+/- 180 meters Scaled)
 TF0792
 TF0792                          SUPERSEDED SURVEY CONTROL
 TF0792
 TF0792  NGVD 29 (??/??/92)  451.832  (m)         1482.39   (f) ADJ UNCH    2 0
 TF0792
 TF0792.Superseded values are not recommended for survey control.
 TF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0792.See file dsdata.txt to determine how the superseded data were derived.
 TF0792
 TF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU482878(NAD 83)
 TF0792_MARKER: DB = BENCH MARK DISK
 TF0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0792_SP_SET: ABUTMENT
 TF0792_STAMPING: N 350 1935
 TF0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0792
 TF0792  HISTORY     - Date     Condition        Report By
 TF0792  HISTORY     - 1935     MONUMENTED       CGS
 TF0792
 TF0792                          STATION DESCRIPTION
 TF0792
 TF0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0792'2.4 MI S FROM ECKMAN.
 TF0792'2.4 MILES SOUTH ALONG THE DEERING ROAD FROM THE SOO LINE RAILROAD
 TF0792'STATION AT ECKMAN, BOTTINEAU COUNTY, AT THE MCHENRY-BOTTINEAU COUNTY
 TF0792'LINE, AT A 60-FOOT HIGHWAY BRIDGE, IN THE TOP OF THE WEST END OF THE
 TF0792'NORTH CONCRETE ABUTMENT, 9 FEET WEST OF THE CENTERLINE OF THE ROAD,
 TF0792'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED N 350 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1426 ***********************************************************************
 TG1426  DESIGNATION -  N 354
 TG1426  PID         -  TG1426
 TG1426  STATE/COUNTY-  ND/WILLIAMS
 TG1426  USGS QUAD   -  TRENTON SW (1968)
 TG1426
 TG1426                         *CURRENT SURVEY CONTROL
 TG1426  ___________________________________________________________________
 TG1426* NAD 83(1986)-  48 03 12.     (N)    103 59 35.     (W)     SCALED    
 TG1426* NAVD 88     -       702.253  (meters)    2303.98   (feet)  ADJUSTED  
 TG1426  ___________________________________________________________________
 TG1426  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1426  DYNAMIC HT  -         702.321 (meters)    2304.20  (feet)  COMP
 TG1426  MODELED GRAV-     980,684.9   (mgal)                       NAVD 88
 TG1426
 TG1426  VERT ORDER  -  SECOND    CLASS 0
 TG1426
 TG1426.The horizontal coordinates were scaled from a topographic map and have
 TG1426.an estimated accuracy of +/- 6 seconds.
 TG1426
 TG1426.The orthometric height was determined by differential leveling
 TG1426.and adjusted by the National Geodetic Survey in June 1991..
 TG1426
 TG1426.The geoid height was determined by GEOID03.
 TG1426
 TG1426.The dynamic height is computed by dividing the NAVD 88
 TG1426.geopotential number by the normal gravity value computed on the
 TG1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1426.degrees latitude (g = 980.6199 gals.).
 TG1426
 TG1426.The modeled gravity was interpolated from observed gravity values.
 TG1426
 TG1426;                    North         East    Units  Estimated Accuracy
 TG1426;SPC ND N     -   123,020.      339,700.      MT  (+/- 180 meters Scaled)
 TG1426
 TG1426                          SUPERSEDED SURVEY CONTROL
 TG1426
 TG1426  NGVD 29 (??/??/92)  701.719  (m)         2302.22   (f) ADJ UNCH    2 0
 TG1426
 TG1426.Superseded values are not recommended for survey control.
 TG1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1426.See file dsdata.txt to determine how the superseded data were derived.
 TG1426
 TG1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP750227(NAD 83)
 TG1426_MARKER: DB = BENCH MARK DISK
 TG1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1426_STAMPING: N-354 1935
 TG1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1426+STABILITY: SURFACE MOTION
 TG1426
 TG1426  HISTORY     - Date     Condition        Report By
 TG1426  HISTORY     - 1935     MONUMENTED       CGS
 TG1426  HISTORY     - 1967     MARK NOT FOUND   USGS
 TG1426
 TG1426                          STATION DESCRIPTION
 TG1426
 TG1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1426'4.0 MI N FROM FORT BUFORD.
 TG1426'4.0 MILES NORTH OF THE DEPOT ALONG THE ROAD NORTH FROM FORT BUFORD TO
 TG1426'THE INTERSECTION WITH U.S. HIGHWAY NO. 2.  AT FENCE CORNER FORMED BY
 TG1426'RIGHT-OF-WAY FENCE AND FENCE TO THE WEST.  SET ABOUT MIDWAY DOWN THE
 TG1426'NORTH SLOPE OF LONG HILL TO THE VALLEY.  27 FEET WEST OF CENTERLINE OF
 TG1426'THE ROAD.  3 FEET EAST OF FENCE CORNER POST IN LINE OF FENCE TO WEST.
 TG1426'AT ROAD LEVEL.
 TG1426
 TG1426                          STATION RECOVERY (1967)
 TG1426
 TG1426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1512 ***********************************************************************
 TG1512  DESIGNATION -  N 357
 TG1512  PID         -  TG1512
 TG1512  STATE/COUNTY-  ND/WILLIAMS
 TG1512  USGS QUAD   -  HANKS (1948)
 TG1512
 TG1512                         *CURRENT SURVEY CONTROL
 TG1512  ___________________________________________________________________
 TG1512* NAD 83(1986)-  48 33 44.     (N)    103 47 52.     (W)     SCALED    
 TG1512* NAVD 88     -       673.607  (meters)    2209.99   (feet)  ADJUSTED  
 TG1512  ___________________________________________________________________
 TG1512  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 TG1512  DYNAMIC HT  -         673.706 (meters)    2210.32  (feet)  COMP
 TG1512  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 TG1512
 TG1512  VERT ORDER  -  SECOND    CLASS 0
 TG1512
 TG1512.The horizontal coordinates were scaled from a topographic map and have
 TG1512.an estimated accuracy of +/- 6 seconds.
 TG1512
 TG1512.The orthometric height was determined by differential leveling
 TG1512.and adjusted by the National Geodetic Survey in June 1991..
 TG1512
 TG1512.The geoid height was determined by GEOID03.
 TG1512
 TG1512.The dynamic height is computed by dividing the NAVD 88
 TG1512.geopotential number by the normal gravity value computed on the
 TG1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1512.degrees latitude (g = 980.6199 gals.).
 TG1512
 TG1512.The modeled gravity was interpolated from observed gravity values.
 TG1512
 TG1512;                    North         East    Units  Estimated Accuracy
 TG1512;SPC ND N     -   178,910.      356,670.      MT  (+/- 180 meters Scaled)
 TG1512
 TG1512                          SUPERSEDED SURVEY CONTROL
 TG1512
 TG1512  NGVD 29 (??/??/92)  673.101  (m)         2208.33   (f) ADJ UNCH    2 0
 TG1512
 TG1512.Superseded values are not recommended for survey control.
 TG1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1512.See file dsdata.txt to determine how the superseded data were derived.
 TG1512
 TG1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP887794(NAD 83)
 TG1512_MARKER: DB = BENCH MARK DISK
 TG1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1512_STAMPING: N-357 1935
 TG1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1512+STABILITY: SURFACE MOTION
 TG1512
 TG1512  HISTORY     - Date     Condition        Report By
 TG1512  HISTORY     - 1935     MONUMENTED       CGS
 TG1512  HISTORY     - 20041102 MARK NOT FOUND   NDWC
 TG1512
 TG1512                          STATION DESCRIPTION
 TG1512
 TG1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1512'3.1 MI SE FROM HANKS.
 TG1512'0.3 MILES EAST, THENCE 2.8 MILES SOUTH OF DEPOT AT ALONG THE ROAD
 TG1512'SOUTH FROM HANKS TO A FAINT T-ROAD EAST 3 MILES SOUTH OF THE RAILROAD
 TG1512'AT HANKS, AT THE NORTH FOOT OF AN EAST-WEST RIDGE.  SET IN POST 42
 TG1512'FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 46 FEET SOUTH OF
 TG1512'THE CENTERLINE OF THE T-ROAD, 6 FEET EAST OF FENCE, AT ROAD LEVEL.
 TG1512
 TG1512                          STATION RECOVERY (2004)
 TG1512
 TG1512'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 TG1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0340 ***********************************************************************
 RQ0340  DESIGNATION -  N 36
 RQ0340  PID         -  RQ0340
 RQ0340  STATE/COUNTY-  ND/MCINTOSH
 RQ0340  USGS QUAD   -  MAY LAKE SE (1982)
 RQ0340
 RQ0340                         *CURRENT SURVEY CONTROL
 RQ0340  ___________________________________________________________________
 RQ0340* NAD 83(1986)-  46 00 46.     (N)    099 30 09.     (W)     SCALED    
 RQ0340* NAVD 88     -       638.530  (meters)    2094.91   (feet)  ADJUSTED  
 RQ0340  ___________________________________________________________________
 RQ0340  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RQ0340  DYNAMIC HT  -         638.486 (meters)    2094.77  (feet)  COMP
 RQ0340  MODELED GRAV-     980,525.2   (mgal)                       NAVD 88
 RQ0340
 RQ0340  VERT ORDER  -  SECOND    CLASS 0
 RQ0340
 RQ0340.The horizontal coordinates were scaled from a topographic map and have
 RQ0340.an estimated accuracy of +/- 6 seconds.
 RQ0340
 RQ0340.The orthometric height was determined by differential leveling
 RQ0340.and adjusted by the National Geodetic Survey in June 1991..
 RQ0340
 RQ0340.The geoid height was determined by GEOID03.
 RQ0340
 RQ0340.The dynamic height is computed by dividing the NAVD 88
 RQ0340.geopotential number by the normal gravity value computed on the
 RQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0340.degrees latitude (g = 980.6199 gals.).
 RQ0340
 RQ0340.The modeled gravity was interpolated from observed gravity values.
 RQ0340
 RQ0340;                    North         East    Units  Estimated Accuracy
 RQ0340;SPC ND S     -    38,960.      677,250.      MT  (+/- 180 meters Scaled)
 RQ0340
 RQ0340                          SUPERSEDED SURVEY CONTROL
 RQ0340
 RQ0340  NGVD 29 (??/??/92)  638.084  (m)         2093.45   (f) ADJ UNCH    2 0
 RQ0340
 RQ0340.Superseded values are not recommended for survey control.
 RQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0340.See file dsdata.txt to determine how the superseded data were derived.
 RQ0340
 RQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR610955(NAD 83)
 RQ0340_MARKER: DB = BENCH MARK DISK
 RQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0340_STAMPING: N-36 1934
 RQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0340+STABILITY: SURFACE MOTION
 RQ0340
 RQ0340  HISTORY     - Date     Condition        Report By
 RQ0340  HISTORY     - 1934     MONUMENTED       CGS
 RQ0340  HISTORY     - 1959     GOOD             NGS
 RQ0340
 RQ0340                          STATION DESCRIPTION
 RQ0340
 RQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0340'2.5 MI NE FROM VENTURIA.
 RQ0340'2.5 MILES NORTHEAST OF DEPOT AT ALONG THE MINNEAPOLIS, ST PAUL AND
 RQ0340'SAULT STE MARIE RAILROAD, 8 POLES EAST OF MILEPOLE NO. 367.  516 FEET
 RQ0340'EAST OF PUBLIC ROAD CROSSING ON SMALL KNOLL.  38 FEET SOUTH OF THE
 RQ0340'CENTERLINE OF THE TRACK, 5 FEET NORTH OF RIGHT OF WAY FENCE AND 4 FEET
 RQ0340'BELOW LEVEL OF TRACK.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0340'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0340
 RQ0340                          STATION RECOVERY (1959)
 RQ0340
 RQ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1495 ***********************************************************************
 TG1495  DESIGNATION -  N 360
 TG1495  PID         -  TG1495
 TG1495  STATE/COUNTY-  ND/DIVIDE
 TG1495  USGS QUAD   -  COLGAN SE (1983)
 TG1495
 TG1495                         *CURRENT SURVEY CONTROL
 TG1495  ___________________________________________________________________
 TG1495* NAD 83(1986)-  48 50 10.     (N)    103 33 06.     (W)     SCALED    
 TG1495* NAVD 88     -       715.738  (meters)    2348.22   (feet)  ADJUSTED  
 TG1495  ___________________________________________________________________
 TG1495  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 TG1495  DYNAMIC HT  -         715.870 (meters)    2348.65  (feet)  COMP
 TG1495  MODELED GRAV-     980,771.0   (mgal)                       NAVD 88
 TG1495
 TG1495  VERT ORDER  -  SECOND    CLASS 0
 TG1495
 TG1495.The horizontal coordinates were scaled from a topographic map and have
 TG1495.an estimated accuracy of +/- 6 seconds.
 TG1495
 TG1495.The orthometric height was determined by differential leveling
 TG1495.and adjusted by the National Geodetic Survey in June 1991..
 TG1495
 TG1495.The geoid height was determined by GEOID03.
 TG1495
 TG1495.The dynamic height is computed by dividing the NAVD 88
 TG1495.geopotential number by the normal gravity value computed on the
 TG1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1495.degrees latitude (g = 980.6199 gals.).
 TG1495
 TG1495.The modeled gravity was interpolated from observed gravity values.
 TG1495
 TG1495;                    North         East    Units  Estimated Accuracy
 TG1495;SPC ND N     -   208,590.      376,030.      MT  (+/- 180 meters Scaled)
 TG1495
 TG1495                          SUPERSEDED SURVEY CONTROL
 TG1495
 TG1495  NGVD 29 (??/??/92)  715.242  (m)         2346.59   (f) ADJ UNCH    2 0
 TG1495
 TG1495.Superseded values are not recommended for survey control.
 TG1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1495.See file dsdata.txt to determine how the superseded data were derived.
 TG1495
 TG1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ062102(NAD 83)
 TG1495_MARKER: DB = BENCH MARK DISK
 TG1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1495_STAMPING: N 360 1935
 TG1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1495+STABILITY: SURFACE MOTION
 TG1495
 TG1495  HISTORY     - Date     Condition        Report By
 TG1495  HISTORY     - 1935     MONUMENTED       CGS
 TG1495
 TG1495                          STATION DESCRIPTION
 TG1495
 TG1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1495'5.2 MI S FROM CROSBY.
 TG1495'5.2 MILES SOUTH ALONG STATE HIGHWAY 42 FROM CROSBY, DIVIDE COUNTY,
 TG1495'12.0 MILES WEST ALONG A ROAD.  AT THE NORTHWEST CORNER OF A ROAD
 TG1495'INTERSECTION, 60 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TG1495'ROAD, 35 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE
 TG1495'EAST-AND-WEST FENCE, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG1495'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0332 ***********************************************************************
 SO0332  DESIGNATION -  N 362
 SO0332  PID         -  SO0332
 SO0332  STATE/COUNTY-  ND/DUNN
 SO0332  USGS QUAD   -  DODGE (1973)
 SO0332
 SO0332                         *CURRENT SURVEY CONTROL
 SO0332  ___________________________________________________________________
 SO0332* NAD 83(1986)-  47 19 21.     (N)    102 14 34.     (W)     SCALED    
 SO0332* NAVD 88     -       616.000  (meters)    2020.99   (feet)  ADJUSTED  
 SO0332  ___________________________________________________________________
 SO0332  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 SO0332  DYNAMIC HT  -         616.043 (meters)    2021.13  (feet)  COMP
 SO0332  MODELED GRAV-     980,661.7   (mgal)                       NAVD 88
 SO0332
 SO0332  VERT ORDER  -  SECOND    CLASS 0
 SO0332
 SO0332.The horizontal coordinates were scaled from a topographic map and have
 SO0332.an estimated accuracy of +/- 6 seconds.
 SO0332
 SO0332.The orthometric height was determined by differential leveling
 SO0332.and adjusted by the National Geodetic Survey in June 1991..
 SO0332
 SO0332.The geoid height was determined by GEOID03.
 SO0332
 SO0332.The dynamic height is computed by dividing the NAVD 88
 SO0332.geopotential number by the normal gravity value computed on the
 SO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0332.degrees latitude (g = 980.6199 gals.).
 SO0332
 SO0332.The modeled gravity was interpolated from observed gravity values.
 SO0332
 SO0332;                    North         East    Units  Estimated Accuracy
 SO0332;SPC ND S     -   185,520.      468,270.      MT  (+/- 180 meters Scaled)
 SO0332
 SO0332                          SUPERSEDED SURVEY CONTROL
 SO0332
 SO0332  NGVD 29 (??/??/92)  615.576  (m)         2019.60   (f) ADJ UNCH    2 0
 SO0332
 SO0332.Superseded values are not recommended for survey control.
 SO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0332.See file dsdata.txt to determine how the superseded data were derived.
 SO0332
 SO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN083446(NAD 83)
 SO0332_MARKER: DB = BENCH MARK DISK
 SO0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0332_STAMPING: N 362 1958
 SO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0332+STABILITY: SURFACE MOTION
 SO0332
 SO0332  HISTORY     - Date     Condition        Report By
 SO0332  HISTORY     - 1958     MONUMENTED       CGS
 SO0332
 SO0332                          STATION DESCRIPTION
 SO0332
 SO0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0332'2.3 MI NW FROM DODGE.
 SO0332'ABOUT 2.3 MILES NORTHWEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0332'STATION AT DODGE, ON THE SOUTHEAST SLOPE OF A HILL, 180 FEET SOUTHEAST
 SO0332'AND ACROSS THE TRACKS FROM MILEPOST 96, 78 FEET SOUTH OF THE SOUTH
 SO0332'RAIL, 28 FEET SOUTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 SO0332'ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 SO0332'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0503 ***********************************************************************
 RP0503  DESIGNATION -  N 37
 RP0503  PID         -  RP0503
 RP0503  STATE/COUNTY-  ND/SARGENT
 RP0503  USGS QUAD   -  RUTLAND (1978)
 RP0503
 RP0503                         *CURRENT SURVEY CONTROL
 RP0503  ___________________________________________________________________
 RP0503* NAD 83(1986)-  46 01 45.     (N)    097 31 12.     (W)     SCALED    
 RP0503* NAVD 88     -       371.047  (meters)    1217.34   (feet)  ADJUSTED  
 RP0503  ___________________________________________________________________
 RP0503  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 RP0503  DYNAMIC HT  -         371.038 (meters)    1217.31  (feet)  COMP
 RP0503  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 RP0503
 RP0503  VERT ORDER  -  SECOND    CLASS 0
 RP0503
 RP0503.The horizontal coordinates were scaled from a topographic map and have
 RP0503.an estimated accuracy of +/- 6 seconds.
 RP0503
 RP0503.The orthometric height was determined by differential leveling
 RP0503.and adjusted by the National Geodetic Survey in June 1991..
 RP0503
 RP0503.The geoid height was determined by GEOID03.
 RP0503
 RP0503.The dynamic height is computed by dividing the NAVD 88
 RP0503.geopotential number by the normal gravity value computed on the
 RP0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0503.degrees latitude (g = 980.6199 gals.).
 RP0503
 RP0503.The modeled gravity was interpolated from observed gravity values.
 RP0503
 RP0503;                    North         East    Units  Estimated Accuracy
 RP0503;SPC ND S     -    44,670.      830,670.      MT  (+/- 180 meters Scaled)
 RP0503
 RP0503                          SUPERSEDED SURVEY CONTROL
 RP0503
 RP0503  NGVD 29 (??/??/92)  370.768  (m)         1216.43   (f) ADJ UNCH    2 0
 RP0503
 RP0503.Superseded values are not recommended for survey control.
 RP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0503.See file dsdata.txt to determine how the superseded data were derived.
 RP0503
 RP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR145983(NAD 83)
 RP0503_MARKER: DB = BENCH MARK DISK
 RP0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0503_STAMPING: N 37 1934
 RP0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0503+STABILITY: SURFACE MOTION
 RP0503
 RP0503  HISTORY     - Date     Condition        Report By
 RP0503  HISTORY     - 1934     MONUMENTED       CGS
 RP0503
 RP0503                          STATION DESCRIPTION
 RP0503
 RP0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0503'2.1 MI S FROM RUTLAND.
 RP0503'2.1 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0503'RUTLAND, SARGENT COUNTY, ABOUT 1/3 POLE NORTH OF MILEPOST 57, ABOUT 90
 RP0503'FEET EAST OF THE CENTER LINE OF THE TRACK, 3 FEET WEST OF A FENCE
 RP0503'CORNER, AND 3 FEET NORTH OF A CROSS FENCE.  A STANDARD DISK, STAMPED N
 RP0503'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0252 ***********************************************************************
 RP0252  DESIGNATION -  N 375
 RP0252  PID         -  RP0252
 RP0252  STATE/COUNTY-  ND/RICHLAND
 RP0252  USGS QUAD   -  ABERCROMBIE (1973)
 RP0252
 RP0252                         *CURRENT SURVEY CONTROL
 RP0252  ___________________________________________________________________
 RP0252* NAD 83(1986)-  46 27 26.     (N)    096 44 10.     (W)     SCALED    
 RP0252* NAVD 88     -       285.162  (meters)     935.57   (feet)  ADJUSTED  
 RP0252  ___________________________________________________________________
 RP0252  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 RP0252  DYNAMIC HT  -         285.179 (meters)     935.62  (feet)  COMP
 RP0252  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 RP0252
 RP0252  VERT ORDER  -  SECOND    CLASS I
 RP0252
 RP0252.The horizontal coordinates were scaled from a topographic map and have
 RP0252.an estimated accuracy of +/- 6 seconds.
 RP0252
 RP0252.The orthometric height was determined by differential leveling
 RP0252.and adjusted by the National Geodetic Survey in September 1999..
 RP0252.WARNING-Repeat measurements at this control monument indicate possible
 RP0252.vertical movement.
 RP0252
 RP0252.The geoid height was determined by GEOID03.
 RP0252
 RP0252.The dynamic height is computed by dividing the NAVD 88
 RP0252.geopotential number by the normal gravity value computed on the
 RP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0252.degrees latitude (g = 980.6199 gals.).
 RP0252
 RP0252.The modeled gravity was interpolated from observed gravity values.
 RP0252
 RP0252;                    North         East    Units  Estimated Accuracy
 RP0252;SPC ND S     -    94,800.      889,030.      MT  (+/- 180 meters Scaled)
 RP0252
 RP0252                          SUPERSEDED SURVEY CONTROL
 RP0252
 RP0252  NAVD 88 (06/15/91)  285.153  (m)          935.54   (f) UNKNOWN     1 2
 RP0252  NGVD 29 (??/??/92)  284.852  (m)          934.55   (f) ADJ UNCH    1 2
 RP0252
 RP0252.Superseded values are not recommended for survey control.
 RP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0252.See file dsdata.txt to determine how the superseded data were derived.
 RP0252
 RP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS738473(NAD 83)
 RP0252_MARKER: DB = BENCH MARK DISK
 RP0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0252_SP_SET: CONCRETE POST
 RP0252_STAMPING: N 375 1940
 RP0252_MARK LOGO: CGS   
 RP0252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0252+STABILITY: SURFACE MOTION
 RP0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0252+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 RP0252
 RP0252  HISTORY     - Date     Condition        Report By
 RP0252  HISTORY     - 1940     MONUMENTED       CGS
 RP0252  HISTORY     - 1962     GOOD             NGS
 RP0252  HISTORY     - 19900723 GOOD             NGS
 RP0252  HISTORY     - 19950619 GOOD             MNDT
 RP0252
 RP0252                          STATION DESCRIPTION
 RP0252
 RP0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0252'0.9 MI NW FROM ABERCROMBIE.
 RP0252'0.9 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0252'RAILROAD FROM THE STATION AT ABERCROMBIE, RICHLAND COUNTY, 10 POLES
 RP0252'SOUTHEAST OF MILEPOST 86, 33.4 FEET NORTHWEST OF THE CENTERLINE OF A
 RP0252'ROAD, 31.6 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 2.8 FEET
 RP0252'NORTH OF A WHITE POST MARKED U.S.B.M., AND 1 FOOT LOWER THAN THE
 RP0252'TRACK.  A STANDARD DISK, STAMPED N 375 1940 AND SET IN THE TOP OF A
 RP0252'CONCRETE POST.
 RP0252
 RP0252                          STATION RECOVERY (1990)
 RP0252
 RP0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0252'2.6 KM (1.6 MI) NORTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0252'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, 56.4 M (185.0 FT)
 RP0252'EAST OF THE ROAD CENTER, 10.1 M (33.1 FT) WEST OF THE CENTER OF A
 RP0252'TRACK ROAD, 6.0 M (19.7 FT) SOUTH OF A UTILITY POLE WITH 2 GUY WIRES,
 RP0252'0.9 M (3.0 FT) NORTH OF A WITNESS POST, 0.6 M (2.0 FT) BELOW THE
 RP0252'LEVEL OF THE COUNTY ROAD, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND
 RP0252'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 RP0252
 RP0252                          STATION RECOVERY (1995)
 RP0252
 RP0252'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RP0252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0060 ***********************************************************************
 SO0060  DESIGNATION -  N 377
 SO0060  PID         -  SO0060
 SO0060  STATE/COUNTY-  ND/MOUNTRAIL
 SO0060  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0060
 SO0060                         *CURRENT SURVEY CONTROL
 SO0060  ___________________________________________________________________
 SO0060* NAD 83(1986)-  47 59 03.     (N)    102 20 38.     (W)     SCALED    
 SO0060* NAVD 88     -       623.880  (meters)    2046.85   (feet)  POSTED    
 SO0060  ___________________________________________________________________
 SO0060  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0060  DYNAMIC HT  -         623.970 (meters)    2047.14  (feet)  COMP
 SO0060  MODELED GRAV-     980,739.0   (mgal)                       NAVD 88
 SO0060
 SO0060  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SO0060
 SO0060.The horizontal coordinates were scaled from a topographic map and have
 SO0060.an estimated accuracy of +/- 6 seconds.
 SO0060
 SO0060.The orthometric height was determined by differential leveling
 SO0060.and adjusted by the National Geodetic Survey in 1992..
 SO0060.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SO0060.rate of 4.1 thru 8.0 mm/km.
 SO0060
 SO0060.The geoid height was determined by GEOID03.
 SO0060
 SO0060.The dynamic height is computed by dividing the NAVD 88
 SO0060.geopotential number by the normal gravity value computed on the
 SO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0060.degrees latitude (g = 980.6199 gals.).
 SO0060
 SO0060.The modeled gravity was interpolated from observed gravity values.
 SO0060
 SO0060;                    North         East    Units  Estimated Accuracy
 SO0060;SPC ND N     -   111,070.      462,380.      MT  (+/- 180 meters Scaled)
 SO0060
 SO0060                          SUPERSEDED SURVEY CONTROL
 SO0060
 SO0060  NGVD 29 (??/??/92)  623.47   (m)         2045.5    (f) COMPUTED    2 0
 SO0060
 SO0060.Superseded values are not recommended for survey control.
 SO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0060.See file dsdata.txt to determine how the superseded data were derived.
 SO0060
 SO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP981179(NAD 83)
 SO0060_MARKER: DB = BENCH MARK DISK
 SO0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SO0060_SP_SET: CULVERT
 SO0060_STAMPING: N-377 1940
 SO0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0060
 SO0060  HISTORY     - Date     Condition        Report By
 SO0060  HISTORY     - 1940     MONUMENTED       CGS
 SO0060
 SO0060                          STATION DESCRIPTION
 SO0060
 SO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0060'3.2 MI N FROM VAN HOOK.
 SO0060'3.2 MILES NORTH OF THE RAILWAY STATION AT VAN HOOK, 1.5 MILES NORTH OF
 SO0060'THE JUNCTION OF STATE HIGHWAY 8 AND 23, 18 FEET WEST OF THE CENTER
 SO0060'LINE OF THE HIGHWAY 8, IN THE NORTH END OF THE WEST HEAD-WALL OF AN
 SO0060'18-INCH CORRUGATED IRON PIPE CULVERT, 1.3 FEET SOUTH OF A WHITE WOODEN
 SO0060'POST STENCILED U.S. B.M.  A STANDARD DISK STAMPED N-377 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0061 ***********************************************************************
 SO0061  DESIGNATION -  N 377 RESET
 SO0061  PID         -  SO0061
 SO0061  STATE/COUNTY-  ND/MOUNTRAIL
 SO0061  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0061
 SO0061                         *CURRENT SURVEY CONTROL
 SO0061  ___________________________________________________________________
 SO0061* NAD 83(1986)-  47 59 03.     (N)    102 20 38.     (W)     SCALED    
 SO0061* NAVD 88     -       624.512  (meters)    2048.92   (feet)  ADJUSTED  
 SO0061  ___________________________________________________________________
 SO0061  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 SO0061  DYNAMIC HT  -         624.605 (meters)    2049.22  (feet)  COMP
 SO0061  MODELED GRAV-     980,739.0   (mgal)                       NAVD 88
 SO0061
 SO0061  VERT ORDER  -  SECOND    CLASS 0
 SO0061
 SO0061.The horizontal coordinates were scaled from a topographic map and have
 SO0061.an estimated accuracy of +/- 6 seconds.
 SO0061
 SO0061.The orthometric height was determined by differential leveling
 SO0061.and adjusted by the National Geodetic Survey in June 1991..
 SO0061
 SO0061.The geoid height was determined by GEOID03.
 SO0061
 SO0061.The dynamic height is computed by dividing the NAVD 88
 SO0061.geopotential number by the normal gravity value computed on the
 SO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0061.degrees latitude (g = 980.6199 gals.).
 SO0061
 SO0061.The modeled gravity was interpolated from observed gravity values.
 SO0061
 SO0061;                    North         East    Units  Estimated Accuracy
 SO0061;SPC ND N     -   111,070.      462,380.      MT  (+/- 180 meters Scaled)
 SO0061
 SO0061                          SUPERSEDED SURVEY CONTROL
 SO0061
 SO0061  NGVD 29 (??/??/92)  624.082  (m)         2047.51   (f) ADJ UNCH    2 0
 SO0061
 SO0061.Superseded values are not recommended for survey control.
 SO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0061.See file dsdata.txt to determine how the superseded data were derived.
 SO0061
 SO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP981179(NAD 83)
 SO0061_MARKER: DB = BENCH MARK DISK
 SO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0061_STAMPING: N 377 RESET 1956
 SO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0061+STABILITY: SURFACE MOTION
 SO0061
 SO0061  HISTORY     - Date     Condition        Report By
 SO0061  HISTORY     - 1956     MONUMENTED       CGS
 SO0061  HISTORY     - 1963     GOOD             NGS
 SO0061
 SO0061                          STATION DESCRIPTION
 SO0061
 SO0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0061'12.2 MI S FROM BELDEN.
 SO0061'ABOUT 12.2 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0061'BELDEN, ABOUT 0.5 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 23, 331
 SO0061'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVEWAY LEADING
 SO0061'WEST TO A PINK HOUSE, 99.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 SO0061'55 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A ROW OF POLES,
 SO0061'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SO0061'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SO0061'INCHES, S 17, R 91 W, T152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1364 ***********************************************************************
 TG1364  DESIGNATION -  N 378 RESET
 TG1364  PID         -  TG1364
 TG1364  STATE/COUNTY-  ND/MCKENZIE
 TG1364  USGS QUAD   -  WILLISTON SW (1979)
 TG1364
 TG1364                         *CURRENT SURVEY CONTROL
 TG1364  ___________________________________________________________________
 TG1364* NAD 83(1986)-  48 02 20.     (N)    103 39 27.     (W)     SCALED    
 TG1364* NAVD 88     -       637.823  (meters)    2092.59   (feet)  ADJUSTED  
 TG1364  ___________________________________________________________________
 TG1364  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 TG1364  DYNAMIC HT  -         637.896 (meters)    2092.83  (feet)  COMP
 TG1364  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 TG1364
 TG1364  VERT ORDER  -  FIRST     CLASS II
 TG1364
 TG1364.The horizontal coordinates were scaled from a topographic map and have
 TG1364.an estimated accuracy of +/- 6 seconds.
 TG1364
 TG1364.The orthometric height was determined by differential leveling
 TG1364.and adjusted by the National Geodetic Survey in June 1991..
 TG1364
 TG1364.The geoid height was determined by GEOID03.
 TG1364
 TG1364.The dynamic height is computed by dividing the NAVD 88
 TG1364.geopotential number by the normal gravity value computed on the
 TG1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1364.degrees latitude (g = 980.6199 gals.).
 TG1364
 TG1364.The modeled gravity was interpolated from observed gravity values.
 TG1364
 TG1364;                    North         East    Units  Estimated Accuracy
 TG1364;SPC ND N     -   120,330.      364,630.      MT  (+/- 180 meters Scaled)
 TG1364
 TG1364                          SUPERSEDED SURVEY CONTROL
 TG1364
 TG1364.No superseded survey control is available for this station.
 TG1364
 TG1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP000214(NAD 83)
 TG1364_MARKER: DB = BENCH MARK DISK
 TG1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1364_STAMPING: N 378 RESET 1968
 TG1364_MARK LOGO: CGS   
 TG1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1364+STABILITY: SURFACE MOTION
 TG1364
 TG1364  HISTORY     - Date     Condition        Report By
 TG1364  HISTORY     - 1968     MONUMENTED       CGS
 TG1364  HISTORY     - 1981     GOOD             NGS
 TG1364
 TG1364                          STATION DESCRIPTION
 TG1364
 TG1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TG1364'8 MI SSW FROM WILLISTON.
 TG1364'ABOUT 5.8 MILES SOUTH ALONG U.S. HIGHWAY NO. 85 FROM THE MISSOURI
 TG1364'RIVER BRIDGE AT JUNKIN NCKENZIE COUNTY, 100 FEET EAST OF THE
 TG1364'CENTERLINE OF U.S. HIGHWAY NO. 85, 32 FEET NORTH OF THE CENTERLINE OF
 TG1364'AN EAST-WEST ROAD AND 1 FOOT NORTH OF A STEEL WITNESS POST.  A
 TG1364'STANDARD DISK SET IN THE TOP OF A ROUND POST AND STAMPED N 378 RESET
 TG1364'1968 AND PROJECTS 3 INCHES.
 TG1364
 TG1364                          STATION RECOVERY (1981)
 TG1364
 TG1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1330 ***********************************************************************
 TG1330  DESIGNATION -  N 379
 TG1330  PID         -  TG1330
 TG1330  STATE/COUNTY-  ND/WILLIAMS
 TG1330  USGS QUAD   -  WILLISTON WEST (1976)
 TG1330
 TG1330                         *CURRENT SURVEY CONTROL
 TG1330  ___________________________________________________________________
 TG1330* NAD 83(1986)-  48 08 12.     (N)    103 40 35.     (W)     SCALED    
 TG1330* NAVD 88     -       566.910  (meters)    1859.94   (feet)  ADJUSTED  
 TG1330  ___________________________________________________________________
 TG1330  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1330  DYNAMIC HT  -         566.977 (meters)    1860.16  (feet)  COMP
 TG1330  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 TG1330
 TG1330  VERT ORDER  -  FIRST     CLASS II
 TG1330
 TG1330.The horizontal coordinates were scaled from a topographic map and have
 TG1330.an estimated accuracy of +/- 6 seconds.
 TG1330
 TG1330.The orthometric height was determined by differential leveling
 TG1330.and adjusted by the National Geodetic Survey in June 1991..
 TG1330
 TG1330.The geoid height was determined by GEOID03.
 TG1330
 TG1330.The dynamic height is computed by dividing the NAVD 88
 TG1330.geopotential number by the normal gravity value computed on the
 TG1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1330.degrees latitude (g = 980.6199 gals.).
 TG1330
 TG1330.The modeled gravity was interpolated from observed gravity values.
 TG1330
 TG1330;                    North         East    Units  Estimated Accuracy
 TG1330;SPC ND N     -   131,250.      363,670.      MT  (+/- 180 meters Scaled)
 TG1330
 TG1330                          SUPERSEDED SURVEY CONTROL
 TG1330
 TG1330  NGVD 29 (??/??/92)  566.405  (m)         1858.28   (f) ADJ UNCH    1 2
 TG1330
 TG1330.Superseded values are not recommended for survey control.
 TG1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1330.See file dsdata.txt to determine how the superseded data were derived.
 TG1330
 TG1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP984323(NAD 83)
 TG1330_MARKER: DB = BENCH MARK DISK
 TG1330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1330_SP_SET: SIGNAL BASE
 TG1330_STAMPING: N-379 1940
 TG1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1330
 TG1330  HISTORY     - Date     Condition        Report By
 TG1330  HISTORY     - 1940     MONUMENTED       CGS
 TG1330  HISTORY     - 1946     GOOD             NGS
 TG1330  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1330
 TG1330                          STATION DESCRIPTION
 TG1330
 TG1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG1330'2.8 MI SW FROM WILLISTON.
 TG1330'LOCATED 2.8 MILES SOUTH-WEST OF THE GREAT NORTHERN RAILWAY STATION AT
 TG1330'WILLISTON, 12.6 FEET NORTH-WEST OF THE CENTER LINE OF THE WEST BOUND
 TG1330'TRACK, 8.4 FEET EAST OF SIGNAL TOWER 1241, IN THE BASE OF THE SIGNAL
 TG1330'TOWER SWITCH AND 4 POLES WEST OF MILE POST 124.  NO POST WAS SET BY
 TG1330'MARK.  A STANDARD DISK STAMPED N-379 1940.
 TG1330
 TG1330                          STATION RECOVERY (1946)
 TG1330
 TG1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG1330'RECOVERED IN GOOD CONDITION.
 TG1330
 TG1330                          STATION RECOVERY (1981)
 TG1330
 TG1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0151 ***********************************************************************
 RQ0151  DESIGNATION -  N 38
 RQ0151  PID         -  RQ0151
 RQ0151  STATE/COUNTY-  ND/LA MOURE
 RQ0151  USGS QUAD   -  EDGELEY JUNCTION (1982)
 RQ0151
 RQ0151                         *CURRENT SURVEY CONTROL
 RQ0151  ___________________________________________________________________
 RQ0151* NAD 83(1986)-  46 22 36.     (N)    098 42 07.     (W)     SCALED    
 RQ0151* NAVD 88     -       471.550  (meters)    1547.08   (feet)  ADJUSTED  
 RQ0151  ___________________________________________________________________
 RQ0151  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 RQ0151  DYNAMIC HT  -         471.547 (meters)    1547.07  (feet)  COMP
 RQ0151  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RQ0151
 RQ0151  VERT ORDER  -  SECOND    CLASS 0
 RQ0151
 RQ0151.The horizontal coordinates were scaled from a topographic map and have
 RQ0151.an estimated accuracy of +/- 6 seconds.
 RQ0151
 RQ0151.The orthometric height was determined by differential leveling
 RQ0151.and adjusted by the National Geodetic Survey in June 1991..
 RQ0151
 RQ0151.The geoid height was determined by GEOID03.
 RQ0151
 RQ0151.The dynamic height is computed by dividing the NAVD 88
 RQ0151.geopotential number by the normal gravity value computed on the
 RQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0151.degrees latitude (g = 980.6199 gals.).
 RQ0151
 RQ0151.The modeled gravity was interpolated from observed gravity values.
 RQ0151
 RQ0151;                    North         East    Units  Estimated Accuracy
 RQ0151;SPC ND S     -    80,500.      738,320.      MT  (+/- 180 meters Scaled)
 RQ0151
 RQ0151                          SUPERSEDED SURVEY CONTROL
 RQ0151
 RQ0151  NGVD 29 (??/??/92)  471.185  (m)         1545.88   (f) ADJ UNCH    2 0
 RQ0151
 RQ0151.Superseded values are not recommended for survey control.
 RQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0151.See file dsdata.txt to determine how the superseded data were derived.
 RQ0151
 RQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS229359(NAD 83)
 RQ0151_MARKER: DB = BENCH MARK DISK
 RQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0151_STAMPING: N 38 1934
 RQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0151+STABILITY: SURFACE MOTION
 RQ0151
 RQ0151  HISTORY     - Date     Condition        Report By
 RQ0151  HISTORY     - 1934     MONUMENTED       CGS
 RQ0151  HISTORY     - 1961     GOOD             NGS
 RQ0151  HISTORY     - 1970     GOOD             NGS
 RQ0151  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0151
 RQ0151                          STATION DESCRIPTION
 RQ0151
 RQ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0151'1.5 MI NE FROM EDGELEY.
 RQ0151'1.5 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILWAY, FROM THE CITY
 RQ0151'WATER TANK AT EDGELEY, LA MOURE COUNTY, AT EDGELEY JUNCTION, 1-1/2
 RQ0151'POLES EAST OF U. S. HIGHWAY 281, AT THE SOUTHWEST SWITCH OF A WYE, 40
 RQ0151'FEET NORTH OF THE CENTERLINE OF THE TRACK, 8 FEET EAST OF A POLE, AND
 RQ0151'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED N 38 1934 AND
 RQ0151'SET IN THE TOP OF A CONCRETE POST.
 RQ0151
 RQ0151                          STATION RECOVERY (1970)
 RQ0151
 RQ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 RQ0151'RECOVERED IN GOOD CONDITION.
 RQ0151
 RQ0151                          STATION RECOVERY (1977)
 RQ0151
 RQ0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0154 ***********************************************************************
 RR0154  DESIGNATION -  N 380
 RR0154  PID         -  RR0154
 RR0154  STATE/COUNTY-  ND/SIOUX
 RR0154  USGS QUAD   -  FORT YATES NW (1968)
 RR0154
 RR0154                         *CURRENT SURVEY CONTROL
 RR0154  ___________________________________________________________________
 RR0154* NAD 83(1986)-  46 08 33.     (N)    100 38 43.     (W)     SCALED    
 RR0154* NAVD 88     -       488.976  (meters)    1604.25   (feet)  ADJUSTED  
 RR0154  ___________________________________________________________________
 RR0154  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0154  DYNAMIC HT  -         488.960 (meters)    1604.20  (feet)  COMP
 RR0154  MODELED GRAV-     980,567.8   (mgal)                       NAVD 88
 RR0154
 RR0154  VERT ORDER  -  FIRST     CLASS II
 RR0154
 RR0154.The horizontal coordinates were scaled from a topographic map and have
 RR0154.an estimated accuracy of +/- 6 seconds.
 RR0154
 RR0154.The orthometric height was determined by differential leveling
 RR0154.and adjusted by the National Geodetic Survey in June 1991..
 RR0154
 RR0154.The geoid height was determined by GEOID03.
 RR0154
 RR0154.The dynamic height is computed by dividing the NAVD 88
 RR0154.geopotential number by the normal gravity value computed on the
 RR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0154.degrees latitude (g = 980.6199 gals.).
 RR0154
 RR0154.The modeled gravity was interpolated from observed gravity values.
 RR0154
 RR0154;                    North         East    Units  Estimated Accuracy
 RR0154;SPC ND S     -    52,900.      588,780.      MT  (+/- 180 meters Scaled)
 RR0154
 RR0154                          SUPERSEDED SURVEY CONTROL
 RR0154
 RR0154  NGVD 29 (??/??/92)  488.585  (m)         1602.97   (f) ADJ UNCH    1 2
 RR0154
 RR0154.Superseded values are not recommended for survey control.
 RR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0154.See file dsdata.txt to determine how the superseded data were derived.
 RR0154
 RR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS729111(NAD 83)
 RR0154_MARKER: DB = BENCH MARK DISK
 RR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0154_STAMPING: N 380 1945
 RR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0154+STABILITY: SURFACE MOTION
 RR0154
 RR0154  HISTORY     - Date     Condition        Report By
 RR0154  HISTORY     - 1945     MONUMENTED       CGS
 RR0154  HISTORY     - 1949     GOOD             NGS
 RR0154  HISTORY     - 1956     GOOD             NGS
 RR0154
 RR0154                          STATION DESCRIPTION
 RR0154
 RR0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0154'4.0 MI N FROM FORT YATES.
 RR0154'4.0 MILES NORTH ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A GRAVEL
 RR0154'ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES, SIOUX
 RR0154'COUNTY, 36.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 RR0154'SOUTHEAST OF A POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND
 RR0154'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  AN IRON BENCH-MARK DISK,
 RR0154'STAMPED N 380 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0154'ABOUT 5 INCHES ABOVE GROUND.
 RR0154
 RR0154                          STATION RECOVERY (1956)
 RR0154
 RR0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0259 ***********************************************************************
 RR0259  DESIGNATION -  N 381
 RR0259  PID         -  RR0259
 RR0259  STATE/COUNTY-  ND/EMMONS
 RR0259  USGS QUAD   -  FORT RICE (1971)
 RR0259
 RR0259                         *CURRENT SURVEY CONTROL
 RR0259  ___________________________________________________________________
 RR0259* NAD 83(1986)-  46 30 07.     (N)    100 31 23.     (W)     SCALED    
 RR0259* NAVD 88     -       508.937  (meters)    1669.74   (feet)  ADJUSTED  
 RR0259  ___________________________________________________________________
 RR0259  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 RR0259  DYNAMIC HT  -         508.932 (meters)    1669.72  (feet)  COMP
 RR0259  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 RR0259
 RR0259  VERT ORDER  -  SECOND    CLASS 0
 RR0259
 RR0259.The horizontal coordinates were scaled from a topographic map and have
 RR0259.an estimated accuracy of +/- 6 seconds.
 RR0259
 RR0259.The orthometric height was determined by differential leveling
 RR0259.and adjusted by the National Geodetic Survey in June 1991..
 RR0259
 RR0259.The geoid height was determined by GEOID03.
 RR0259
 RR0259.The dynamic height is computed by dividing the NAVD 88
 RR0259.geopotential number by the normal gravity value computed on the
 RR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0259.degrees latitude (g = 980.6199 gals.).
 RR0259
 RR0259.The modeled gravity was interpolated from observed gravity values.
 RR0259
 RR0259;                    North         East    Units  Estimated Accuracy
 RR0259;SPC ND S     -    92,850.      598,230.      MT  (+/- 180 meters Scaled)
 RR0259
 RR0259                          SUPERSEDED SURVEY CONTROL
 RR0259
 RR0259  NGVD 29 (??/??/92)  508.517  (m)         1668.36   (f) ADJ UNCH    2 0
 RR0259
 RR0259.Superseded values are not recommended for survey control.
 RR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0259.See file dsdata.txt to determine how the superseded data were derived.
 RR0259
 RR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS831509(NAD 83)
 RR0259_MARKER: DB = BENCH MARK DISK
 RR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0259_STAMPING: N 381 1945
 RR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0259+STABILITY: SURFACE MOTION
 RR0259
 RR0259  HISTORY     - Date     Condition        Report By
 RR0259  HISTORY     - 1945     MONUMENTED       CGS
 RR0259  HISTORY     - 1957     GOOD             NGS
 RR0259  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0259
 RR0259                          STATION DESCRIPTION
 RR0259
 RR0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0259'12.6 MI W FROM HAZELTON.
 RR0259'12.6 MILES WEST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 RR0259'HAZELTON.  0.1 MILE EAST OF A WHITE FRAME SCHOOLHOUSE, 43.0 FEET SOUTH
 RR0259'OF THE CENTERLINE OF THE ROAD, 2.5 FEET EAST OF A WHITE 4X4 IN. MARKER
 RR0259'POST.  AN IRON DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RR0259'INCHES ABOVE THE GROUND.  NOTE-- THE ROAD HAS BEEN WIDENED AND BUILT
 RR0259'UP.  NOTE-- ON FIRST KNOLL EAST OF A SCHOOL HOUSE, 2 FEET NORTH OF A
 RR0259'FENCE LINE AND FLUSH WITH THE GROUND.
 RR0259
 RR0259                          STATION RECOVERY (1967)
 RR0259
 RR0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0199 ***********************************************************************
 RR0199  DESIGNATION -  N 382
 RR0199  PID         -  RR0199
 RR0199  STATE/COUNTY-  ND/SIOUX
 RR0199  USGS QUAD   -  FORT YATES (1968)
 RR0199
 RR0199                         *CURRENT SURVEY CONTROL
 RR0199  ___________________________________________________________________
 RR0199* NAD 83(1986)-  46 05 17.     (N)    100 37 38.     (W)     SCALED    
 RR0199* NAVD 88     -       500.911  (meters)    1643.41   (feet)  ADJUSTED  
 RR0199  ___________________________________________________________________
 RR0199  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0199  DYNAMIC HT  -         500.892 (meters)    1643.34  (feet)  COMP
 RR0199  MODELED GRAV-     980,562.1   (mgal)                       NAVD 88
 RR0199
 RR0199  VERT ORDER  -  FIRST     CLASS II
 RR0199
 RR0199.The horizontal coordinates were scaled from a topographic map and have
 RR0199.an estimated accuracy of +/- 6 seconds.
 RR0199
 RR0199.The orthometric height was determined by differential leveling
 RR0199.and adjusted by the National Geodetic Survey in June 1991..
 RR0199
 RR0199.The geoid height was determined by GEOID03.
 RR0199
 RR0199.The dynamic height is computed by dividing the NAVD 88
 RR0199.geopotential number by the normal gravity value computed on the
 RR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0199.degrees latitude (g = 980.6199 gals.).
 RR0199
 RR0199.The modeled gravity was interpolated from observed gravity values.
 RR0199
 RR0199;                    North         East    Units  Estimated Accuracy
 RR0199;SPC ND S     -    46,850.      590,160.      MT  (+/- 180 meters Scaled)
 RR0199
 RR0199                          SUPERSEDED SURVEY CONTROL
 RR0199
 RR0199  NGVD 29 (??/??/92)  500.523  (m)         1642.13   (f) ADJ UNCH    1 2
 RR0199
 RR0199.Superseded values are not recommended for survey control.
 RR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0199.See file dsdata.txt to determine how the superseded data were derived.
 RR0199
 RR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS742051(NAD 83)
 RR0199_MARKER: DB = BENCH MARK DISK
 RR0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RR0199_SP_SET: BUILDING
 RR0199_STAMPING: N 382 1945
 RR0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0199
 RR0199  HISTORY     - Date     Condition        Report By
 RR0199  HISTORY     - 1945     MONUMENTED       CGS
 RR0199  HISTORY     - 1949     GOOD             NGS
 RR0199  HISTORY     - 1972     GOOD             NDHD
 RR0199
 RR0199                          STATION DESCRIPTION
 RR0199
 RR0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0199'IN FORT YATES.
 RR0199'AT THE NORTHWEST CORNER OF A WHITE FRAME CHURCH IN THE SOUTHEAST PART
 RR0199'OF FORT YATES, SET VERTICALLY 1.2 FEET ABOVE THE GROUND, 1.0 FOOT
 RR0199'SOUTH OF THE NORTHWEST CORNER.
 RR0199
 RR0199                          STATION RECOVERY (1972)
 RR0199
 RR0199'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1972
 RR0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0086 ***********************************************************************
 RR0086  DESIGNATION -  N 383
 RR0086  PID         -  RR0086
 RR0086  STATE/COUNTY-  ND/EMMONS
 RR0086  USGS QUAD   -  FORT YATES NE (1968)
 RR0086
 RR0086                         *CURRENT SURVEY CONTROL
 RR0086  ___________________________________________________________________
 RR0086* NAD 83(1986)-  46 09 38.     (N)    100 34 35.     (W)     SCALED    
 RR0086* NAVD 88     -       501.176  (meters)    1644.27   (feet)  ADJUSTED  
 RR0086  ___________________________________________________________________
 RR0086  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 RR0086  DYNAMIC HT  -         501.161 (meters)    1644.23  (feet)  COMP
 RR0086  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 RR0086
 RR0086  VERT ORDER  -  FIRST     CLASS II
 RR0086
 RR0086.The horizontal coordinates were scaled from a topographic map and have
 RR0086.an estimated accuracy of +/- 6 seconds.
 RR0086
 RR0086.The orthometric height was determined by differential leveling
 RR0086.and adjusted by the National Geodetic Survey in June 1991..
 RR0086
 RR0086.The geoid height was determined by GEOID03.
 RR0086
 RR0086.The dynamic height is computed by dividing the NAVD 88
 RR0086.geopotential number by the normal gravity value computed on the
 RR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0086.degrees latitude (g = 980.6199 gals.).
 RR0086
 RR0086.The modeled gravity was interpolated from observed gravity values.
 RR0086
 RR0086;                    North         East    Units  Estimated Accuracy
 RR0086;SPC ND S     -    54,900.      594,100.      MT  (+/- 180 meters Scaled)
 RR0086
 RR0086                          SUPERSEDED SURVEY CONTROL
 RR0086
 RR0086  NGVD 29 (??/??/92)  500.790  (m)         1643.01   (f) ADJ UNCH    1 2
 RR0086
 RR0086.Superseded values are not recommended for survey control.
 RR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0086.See file dsdata.txt to determine how the superseded data were derived.
 RR0086
 RR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS782130(NAD 83)
 RR0086_MARKER: DB = BENCH MARK DISK
 RR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0086_STAMPING: N 383 1945
 RR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0086+STABILITY: SURFACE MOTION
 RR0086
 RR0086  HISTORY     - Date     Condition        Report By
 RR0086  HISTORY     - 1945     MONUMENTED       CGS
 RR0086  HISTORY     - 1949     GOOD             NGS
 RR0086  HISTORY     - 1972     GOOD             NDHD
 RR0086
 RR0086                          STATION DESCRIPTION
 RR0086
 RR0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0086'26.95 MI SW FROM LINTON.
 RR0086'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0086'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0086'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0086'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0086'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0086'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0086'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0086'THENCE 3.0 MILES WEST AND 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0086'THENCE 3.55 MILES WEST ALONG A GRADED DIRT ROAD, AT HALF SECTION FENCE
 RR0086'CORNER, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET
 RR0086'NORTHEAST OF A CORNER POST AND INSIDE OF THE FENCE, 2.3 FEET SOUTH OF
 RR0086'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 RR0086'FOOT ABOVE THE GROUND.
 RR0086
 RR0086                          STATION RECOVERY (1972)
 RR0086
 RR0086'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1972
 RR0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0818 ***********************************************************************
 SN0818  DESIGNATION -  N 384
 SN0818  PID         -  SN0818
 SN0818  STATE/COUNTY-  ND/OLIVER
 SN0818  USGS QUAD   -  FORT CLARK NE (1968)
 SN0818
 SN0818                         *CURRENT SURVEY CONTROL
 SN0818  ___________________________________________________________________
 SN0818* NAD 83(1986)-  47 13 15.     (N)    101 00 19.     (W)     SCALED    
 SN0818* NAVD 88     -       519.362  (meters)    1703.94   (feet)  ADJUSTED  
 SN0818  ___________________________________________________________________
 SN0818  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 SN0818  DYNAMIC HT  -         519.392 (meters)    1704.04  (feet)  COMP
 SN0818  MODELED GRAV-     980,654.2   (mgal)                       NAVD 88
 SN0818
 SN0818  VERT ORDER  -  SECOND    CLASS 0
 SN0818
 SN0818.The horizontal coordinates were scaled from a topographic map and have
 SN0818.an estimated accuracy of +/- 6 seconds.
 SN0818
 SN0818.The orthometric height was determined by differential leveling
 SN0818.and adjusted by the National Geodetic Survey in June 1991..
 SN0818
 SN0818.The geoid height was determined by GEOID03.
 SN0818
 SN0818.The dynamic height is computed by dividing the NAVD 88
 SN0818.geopotential number by the normal gravity value computed on the
 SN0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0818.degrees latitude (g = 980.6199 gals.).
 SN0818
 SN0818.The modeled gravity was interpolated from observed gravity values.
 SN0818
 SN0818;                    North         East    Units  Estimated Accuracy
 SN0818;SPC ND S     -   172,880.      561,730.      MT  (+/- 180 meters Scaled)
 SN0818
 SN0818                          SUPERSEDED SURVEY CONTROL
 SN0818
 SN0818  NGVD 29 (??/??/92)  518.97   (m)         1702.7    (f) COMPUTED    2 0
 SN0818
 SN0818.Superseded values are not recommended for survey control.
 SN0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0818.See file dsdata.txt to determine how the superseded data were derived.
 SN0818
 SN0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT481316(NAD 83)
 SN0818_MARKER: DB = BENCH MARK DISK
 SN0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0818_STAMPING: N 384 1946
 SN0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0818+STABILITY: SURFACE MOTION
 SN0818
 SN0818  HISTORY     - Date     Condition        Report By
 SN0818  HISTORY     - 1946     MONUMENTED       CGS
 SN0818  HISTORY     - 1956     GOOD             NGS
 SN0818
 SN0818                          STATION DESCRIPTION
 SN0818
 SN0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0818'2.9 MI N FROM SANGER.
 SN0818'2.9 MILES NORTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0818'STATION AT SANGER, ACROSS THE TRACK FROM MILEPOST NO. 30, 48 FEET WEST
 SN0818'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE RAILROAD, 2 FEET NORTH
 SN0818'OF A 4 X 4 MARKER POST, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE. A
 SN0818'BRONZE DISC STAMPED N 384 1946 AND SET IN THE TOP OF A CONCRETE POST
 SN0818'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
 SN0818
 SN0818                          STATION RECOVERY (1956)
 SN0818
 SN0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0317 ***********************************************************************
 RR0317  DESIGNATION -  N 385
 RR0317  PID         -  RR0317
 RR0317  STATE/COUNTY-  ND/OLIVER
 RR0317  USGS QUAD   -  HARMON (1976)
 RR0317
 RR0317                         *CURRENT SURVEY CONTROL
 RR0317  ___________________________________________________________________
 RR0317* NAD 83(1986)-  46 59 43.     (N)    100 55 56.     (W)     SCALED    
 RR0317* NAVD 88     -       508.576  (meters)    1668.55   (feet)  ADJUSTED  
 RR0317  ___________________________________________________________________
 RR0317  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 RR0317  DYNAMIC HT  -         508.587 (meters)    1668.59  (feet)  COMP
 RR0317  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 RR0317
 RR0317  VERT ORDER  -  SECOND    CLASS 0
 RR0317
 RR0317.The horizontal coordinates were scaled from a topographic map and have
 RR0317.an estimated accuracy of +/- 6 seconds.
 RR0317
 RR0317.The orthometric height was determined by differential leveling
 RR0317.and adjusted by the National Geodetic Survey in June 1991..
 RR0317
 RR0317.The geoid height was determined by GEOID03.
 RR0317
 RR0317.The dynamic height is computed by dividing the NAVD 88
 RR0317.geopotential number by the normal gravity value computed on the
 RR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0317.degrees latitude (g = 980.6199 gals.).
 RR0317
 RR0317.The modeled gravity was interpolated from observed gravity values.
 RR0317
 RR0317;                    North         East    Units  Estimated Accuracy
 RR0317;SPC ND S     -   147,780.      567,130.      MT  (+/- 180 meters Scaled)
 RR0317
 RR0317                          SUPERSEDED SURVEY CONTROL
 RR0317
 RR0317  NGVD 29 (??/??/92)  508.191  (m)         1667.29   (f) ADJ UNCH    2 0
 RR0317
 RR0317.Superseded values are not recommended for survey control.
 RR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0317.See file dsdata.txt to determine how the superseded data were derived.
 RR0317
 RR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT530064(NAD 83)
 RR0317_MARKER: DB = BENCH MARK DISK
 RR0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0317_STAMPING: N 385 1946
 RR0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0317+STABILITY: SURFACE MOTION
 RR0317
 RR0317  HISTORY     - Date     Condition        Report By
 RR0317  HISTORY     - 1946     MONUMENTED       CGS
 RR0317  HISTORY     - 1956     GOOD             NGS
 RR0317
 RR0317                          STATION DESCRIPTION
 RR0317
 RR0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 RR0317'7.1 MI S FROM PRICE.
 RR0317'ABOUT 7.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 RR0317'GRAIN ELEVATOR AT PRICE, ABOUT 43 YARDS SOUTH OF A WOODEN CULVERT,
 RR0317'12.0 FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF THE
 RR0317'TRACK, 7.0 FEET NORTH OF MILE POST 13 AND 1.0 FOOT SOUTH OF A 4 X 4
 RR0317'IN. MARKER POST.  A BRONZE DISK STAMPED N 385 1946 SET IN THE TOP OF A
 RR0317'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 RR0317
 RR0317                          STATION RECOVERY (1956)
 RR0317
 RR0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1301 ***********************************************************************
 TG1301  DESIGNATION -  N 386
 TG1301  PID         -  TG1301
 TG1301  STATE/COUNTY-  ND/WILLIAMS
 TG1301  USGS QUAD   -  WILLISTON EAST (1976)
 TG1301
 TG1301                         *CURRENT SURVEY CONTROL
 TG1301  ___________________________________________________________________
 TG1301* NAD 83(1986)-  48 12 05.     (N)    103 30 22.     (W)     SCALED    
 TG1301* NAVD 88     -       603.937  (meters)    1981.42   (feet)  ADJUSTED  
 TG1301  ___________________________________________________________________
 TG1301  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 TG1301  DYNAMIC HT  -         604.018 (meters)    1981.68  (feet)  COMP
 TG1301  MODELED GRAV-     980,725.5   (mgal)                       NAVD 88
 TG1301
 TG1301  VERT ORDER  -  FIRST     CLASS II
 TG1301
 TG1301.The horizontal coordinates were scaled from a topographic map and have
 TG1301.an estimated accuracy of +/- 6 seconds.
 TG1301
 TG1301.The orthometric height was determined by differential leveling
 TG1301.and adjusted by the National Geodetic Survey in June 1991..
 TG1301
 TG1301.The geoid height was determined by GEOID03.
 TG1301
 TG1301.The dynamic height is computed by dividing the NAVD 88
 TG1301.geopotential number by the normal gravity value computed on the
 TG1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1301.degrees latitude (g = 980.6199 gals.).
 TG1301
 TG1301.The modeled gravity was interpolated from observed gravity values.
 TG1301
 TG1301;                    North         East    Units  Estimated Accuracy
 TG1301;SPC ND N     -   137,930.      376,610.      MT  (+/- 180 meters Scaled)
 TG1301
 TG1301                          SUPERSEDED SURVEY CONTROL
 TG1301
 TG1301  NGVD 29 (??/??/92)  603.446  (m)         1979.81   (f) ADJ UNCH    1 2
 TG1301
 TG1301.Superseded values are not recommended for survey control.
 TG1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1301.See file dsdata.txt to determine how the superseded data were derived.
 TG1301
 TG1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP110397(NAD 83)
 TG1301_MARKER: DB = BENCH MARK DISK
 TG1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1301_SP_SET: CONCRETE DRILL HOLE
 TG1301_STAMPING: N 386 1946
 TG1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1301
 TG1301  HISTORY     - Date     Condition        Report By
 TG1301  HISTORY     - 1946     MONUMENTED       CGS
 TG1301  HISTORY     - 1982     GOOD             LOCSUR
 TG1301
 TG1301                          STATION DESCRIPTION
 TG1301
 TG1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1301'4.3 MI SW FROM SPRING BROOK.
 TG1301'ABOUT 4.3 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TG1301'STATION AT SPRING BROOK, 10.0 FEET SOUTHEAST OF AND ABOUT 1.0 FOOT
 TG1301'HIGHER THAN THE CENTER LINE OF THE SOUTHEAST TRACK, ON TOP OF THE
 TG1301'NORTHWEST CORNER OF THE CONCRETE BASE FOR SEMAPHORE NO. 114.2.  A
 TG1301'BRONZE DISK STAMPED N 386 1946 SET IN A DRILL HOLE IN CONCRETE.
 TG1301
 TG1301                          STATION RECOVERY (1982)
 TG1301
 TG1301'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TG1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1261 ***********************************************************************
 TG1261  DESIGNATION -  N 387
 TG1261  PID         -  TG1261
 TG1261  STATE/COUNTY-  ND/WILLIAMS
 TG1261  USGS QUAD   -  RAY (1978)
 TG1261
 TG1261                         *CURRENT SURVEY CONTROL
 TG1261  ___________________________________________________________________
 TG1261* NAD 83(1986)-  48 20 06.     (N)    103 09 09.     (W)     SCALED    
 TG1261* NAVD 88     -       685.057  (meters)    2247.56   (feet)  ADJUSTED  
 TG1261  ___________________________________________________________________
 TG1261  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1261  DYNAMIC HT  -         685.154 (meters)    2247.88  (feet)  COMP
 TG1261  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 TG1261
 TG1261  VERT ORDER  -  SECOND    CLASS 0
 TG1261
 TG1261.The horizontal coordinates were scaled from a topographic map and have
 TG1261.an estimated accuracy of +/- 6 seconds.
 TG1261
 TG1261.The orthometric height was determined by differential leveling
 TG1261.and adjusted by the National Geodetic Survey in June 1991..
 TG1261
 TG1261.The geoid height was determined by GEOID03.
 TG1261
 TG1261.The dynamic height is computed by dividing the NAVD 88
 TG1261.geopotential number by the normal gravity value computed on the
 TG1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1261.degrees latitude (g = 980.6199 gals.).
 TG1261
 TG1261.The modeled gravity was interpolated from observed gravity values.
 TG1261
 TG1261;                    North         East    Units  Estimated Accuracy
 TG1261;SPC ND N     -   151,820.      403,390.      MT  (+/- 180 meters Scaled)
 TG1261
 TG1261                          SUPERSEDED SURVEY CONTROL
 TG1261
 TG1261  NGVD 29 (??/??/92)  684.563  (m)         2245.94   (f) ADJ UNCH    2 0
 TG1261
 TG1261.Superseded values are not recommended for survey control.
 TG1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1261.See file dsdata.txt to determine how the superseded data were derived.
 TG1261
 TG1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP369551(NAD 83)
 TG1261_MARKER: DB = BENCH MARK DISK
 TG1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1261_STAMPING: N 387 1946
 TG1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1261+STABILITY: SURFACE MOTION
 TG1261
 TG1261  HISTORY     - Date     Condition        Report By
 TG1261  HISTORY     - 1946     MONUMENTED       CGS
 TG1261  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG1261
 TG1261                          STATION DESCRIPTION
 TG1261
 TG1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1261'1.0 MI SE FROM RAY.
 TG1261'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1261'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 0.9 MILE ALONG THE
 TG1261'RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS AT THE SOUTHEAST
 TG1261'CORNER OF A PASTURE, 42.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 TG1261'CENTER LINE OF THE ROAD, 6.8 FEET WEST OF A FENCE CORNER, 1.0 FOOT
 TG1261'SOUTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X 4 IN. MARKER POST.  A
 TG1261'BRONZE DISK STAMPED N 387 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1261'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  NOTE-- A REFUSE DUMP IS LOCATED
 TG1261'IN THE AREA AND CONSIDERABLE GRADING HAS BEEN DONE.
 TG1261
 TG1261                          STATION RECOVERY (1975)
 TG1261
 TG1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1201 ***********************************************************************
 TG1201  DESIGNATION -  N 388
 TG1201  PID         -  TG1201
 TG1201  STATE/COUNTY-  ND/WILLIAMS
 TG1201  USGS QUAD   -  RED MIKE HILL (1976)
 TG1201
 TG1201                         *CURRENT SURVEY CONTROL
 TG1201  ___________________________________________________________________
 TG1201* NAD 83(1986)-  48 09 53.     (N)    103 06 31.     (W)     SCALED    
 TG1201* NAVD 88     -       581.048  (meters)    1906.32   (feet)  ADJUSTED  
 TG1201  ___________________________________________________________________
 TG1201  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG1201  DYNAMIC HT  -         581.128 (meters)    1906.58  (feet)  COMP
 TG1201  MODELED GRAV-     980,730.8   (mgal)                       NAVD 88
 TG1201
 TG1201  VERT ORDER  -  SECOND    CLASS 0
 TG1201
 TG1201.The horizontal coordinates were scaled from a topographic map and have
 TG1201.an estimated accuracy of +/- 6 seconds.
 TG1201
 TG1201.The orthometric height was determined by differential leveling
 TG1201.and adjusted by the National Geodetic Survey in June 1991..
 TG1201
 TG1201.The geoid height was determined by GEOID03.
 TG1201
 TG1201.The dynamic height is computed by dividing the NAVD 88
 TG1201.geopotential number by the normal gravity value computed on the
 TG1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1201.degrees latitude (g = 980.6199 gals.).
 TG1201
 TG1201.The modeled gravity was interpolated from observed gravity values.
 TG1201
 TG1201;                    North         East    Units  Estimated Accuracy
 TG1201;SPC ND N     -   132,780.      406,000.      MT  (+/- 180 meters Scaled)
 TG1201
 TG1201                          SUPERSEDED SURVEY CONTROL
 TG1201
 TG1201  NGVD 29 (??/??/92)  580.560  (m)         1904.72   (f) ADJ UNCH    2 0
 TG1201
 TG1201.Superseded values are not recommended for survey control.
 TG1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1201.See file dsdata.txt to determine how the superseded data were derived.
 TG1201
 TG1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP406363(NAD 83)
 TG1201_MARKER: DB = BENCH MARK DISK
 TG1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1201_STAMPING: N 388 1946
 TG1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1201+STABILITY: SURFACE MOTION
 TG1201
 TG1201  HISTORY     - Date     Condition        Report By
 TG1201  HISTORY     - 1946     MONUMENTED       CGS
 TG1201
 TG1201                          STATION DESCRIPTION
 TG1201
 TG1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1201'26.3 MI E FROM WILLISTON.
 TG1201'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1201'MAIN STREET, THENCE EASTERLY 26.3 MILES ALONG THE MAIN GRAVELED ROAD
 TG1201'TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO GRAVELED
 TG1201'ROADS, 45.0 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 37.0
 TG1201'FEET SOUTH OF AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE
 TG1201'EAST-WEST ROAD, 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.  A BRONZE
 TG1201'DISK STAMPED N 388 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG1201'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0894 ***********************************************************************
 TG0894  DESIGNATION -  N 389
 TG0894  PID         -  TG0894
 TG0894  STATE/COUNTY-  ND/MOUNTRAIL
 TG0894  USGS QUAD   -  RAT LAKE SE (1981)
 TG0894
 TG0894                         *CURRENT SURVEY CONTROL
 TG0894  ___________________________________________________________________
 TG0894* NAD 83(1986)-  48 01 24.     (N)    102 33 47.     (W)     SCALED    
 TG0894* NAVD 88     -       568.872  (meters)    1866.37   (feet)  ADJUSTED  
 TG0894  ___________________________________________________________________
 TG0894  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 TG0894  DYNAMIC HT  -         568.949 (meters)    1866.63  (feet)  COMP
 TG0894  MODELED GRAV-     980,729.1   (mgal)                       NAVD 88
 TG0894
 TG0894  VERT ORDER  -  SECOND    CLASS 0
 TG0894
 TG0894.The horizontal coordinates were scaled from a topographic map and have
 TG0894.an estimated accuracy of +/- 6 seconds.
 TG0894
 TG0894.The orthometric height was determined by differential leveling
 TG0894.and adjusted by the National Geodetic Survey in June 1991..
 TG0894
 TG0894.The geoid height was determined by GEOID03.
 TG0894
 TG0894.The dynamic height is computed by dividing the NAVD 88
 TG0894.geopotential number by the normal gravity value computed on the
 TG0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0894.degrees latitude (g = 980.6199 gals.).
 TG0894
 TG0894.The modeled gravity was interpolated from observed gravity values.
 TG0894
 TG0894;                    North         East    Units  Estimated Accuracy
 TG0894;SPC ND N     -   115,840.      446,140.      MT  (+/- 180 meters Scaled)
 TG0894
 TG0894                          SUPERSEDED SURVEY CONTROL
 TG0894
 TG0894  NGVD 29 (??/??/92)  568.408  (m)         1864.85   (f) ADJ UNCH    2 0
 TG0894
 TG0894.Superseded values are not recommended for survey control.
 TG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0894.See file dsdata.txt to determine how the superseded data were derived.
 TG0894
 TG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP816217(NAD 83)
 TG0894_MARKER: DB = BENCH MARK DISK
 TG0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0894_STAMPING: N 389 1946
 TG0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0894+STABILITY: SURFACE MOTION
 TG0894
 TG0894  HISTORY     - Date     Condition        Report By
 TG0894  HISTORY     - 1946     MONUMENTED       CGS
 TG0894  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG0894
 TG0894                          STATION DESCRIPTION
 TG0894
 TG0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0894'2.8 MI NW FROM SANISH.
 TG0894'ABOUT 2.8 MILES NORTHWEST ALONG THE WILLISTON ROAD FROM THE POST
 TG0894'OFFICE AT SANISH, AT A T INTERSECTION, 109.0 FEET WEST OF A
 TG0894'NORTH-SOUTH FENCE LINE, 77.0 FEET WEST OF THE CENTER LINE OF THE
 TG0894'NORTH-SOUTH ROAD, 42.0 FEET NORTH OF AND ABOUT 3.0 FEET LOWER THAN THE
 TG0894'CENTER LINE OF THE WILLISTON ROAD, 1.0 FOOT EAST OF A 4 X 4 IN. MARKER
 TG0894'POST.  A BRONZE DISK STAMPED N 389 1946 SET IN THE TOP OF A CONCRETE
 TG0894'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.  NOTE-- DESCRIPTION
 TG0894'PLACES MARK UNDER WATER.
 TG0894
 TG0894                          STATION RECOVERY (1975)
 TG0894
 TG0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0289 ***********************************************************************
 RQ0289  DESIGNATION -  N 39
 RQ0289  PID         -  RQ0289
 RQ0289  STATE/COUNTY-  ND/STUTSMAN
 RQ0289  USGS QUAD   -  STREETER (1983)
 RQ0289
 RQ0289                         *CURRENT SURVEY CONTROL
 RQ0289  ___________________________________________________________________
 RQ0289* NAD 83(1986)-  46 39 41.     (N)    099 17 32.     (W)     SCALED    
 RQ0289* NAVD 88     -       595.458  (meters)    1953.60   (feet)  ADJUSTED  
 RQ0289  ___________________________________________________________________
 RQ0289  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 RQ0289  DYNAMIC HT  -         595.457 (meters)    1953.60  (feet)  COMP
 RQ0289  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RQ0289
 RQ0289  VERT ORDER  -  SECOND    CLASS 0
 RQ0289
 RQ0289.The horizontal coordinates were scaled from a topographic map and have
 RQ0289.an estimated accuracy of +/- 6 seconds.
 RQ0289
 RQ0289.The orthometric height was determined by differential leveling
 RQ0289.and adjusted by the National Geodetic Survey in June 1991..
 RQ0289
 RQ0289.The geoid height was determined by GEOID03.
 RQ0289
 RQ0289.The dynamic height is computed by dividing the NAVD 88
 RQ0289.geopotential number by the normal gravity value computed on the
 RQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0289.degrees latitude (g = 980.6199 gals.).
 RQ0289
 RQ0289.The modeled gravity was interpolated from observed gravity values.
 RQ0289
 RQ0289;                    North         East    Units  Estimated Accuracy
 RQ0289;SPC ND S     -   111,280.      692,430.      MT  (+/- 180 meters Scaled)
 RQ0289
 RQ0289                          SUPERSEDED SURVEY CONTROL
 RQ0289
 RQ0289  NGVD 29 (??/??/92)  595.029  (m)         1952.19   (f) ADJ UNCH    2 0
 RQ0289
 RQ0289.Superseded values are not recommended for survey control.
 RQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0289.See file dsdata.txt to determine how the superseded data were derived.
 RQ0289
 RQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS776675(NAD 83)
 RQ0289_MARKER: DB = BENCH MARK DISK
 RQ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0289_STAMPING: N-39 1934
 RQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0289+STABILITY: SURFACE MOTION
 RQ0289
 RQ0289  HISTORY     - Date     Condition        Report By
 RQ0289  HISTORY     - 1934     MONUMENTED       CGS
 RQ0289  HISTORY     - 1960     GOOD             NGS
 RQ0289  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0289
 RQ0289                          STATION DESCRIPTION
 RQ0289
 RQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0289'3.2 MI E FROM STREETER.
 RQ0289'3.2 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0289'STREETER, STUTSMAN COUNTY, ACROSS THE TRACK FROM MILEPOST 143, AT THE
 RQ0289'EAST END OF A CUT AND THE WEST END OF A FILL, AT A PRIVATE-ROAD
 RQ0289'CROSSING, 18 FEET EAST OF THE ROAD, 36 FEET SOUTH OF THE CENTER LINE
 RQ0289'OF THE TRACK, 5 FEET EAST OF A POLE, AND ABOUT 3 FEET LOWER THAN THE
 RQ0289'TRACK.  A STANDARD DISK, STAMPED N 39 1934 AND SET IN THE TOP OF A
 RQ0289'CONCRETE POST.
 RQ0289
 RQ0289                          STATION RECOVERY (1960)
 RQ0289
 RQ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 RQ0289'RECOVERED IN GOOD CONDITION.
 RQ0289
 RQ0289                          STATION RECOVERY (1978)
 RQ0289
 RQ0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0860 ***********************************************************************
 TG0860  DESIGNATION -  N 390
 TG0860  PID         -  TG0860
 TG0860  STATE/COUNTY-  ND/MOUNTRAIL
 TG0860  USGS QUAD   -  TIOGA SE (1979)
 TG0860
 TG0860                         *CURRENT SURVEY CONTROL
 TG0860  ___________________________________________________________________
 TG0860* NAD 83(1986)-  48 18 47.     (N)    102 48 27.     (W)     SCALED    
 TG0860* NAVD 88     -       711.100  (meters)    2333.00   (feet)  ADJUSTED  
 TG0860  ___________________________________________________________________
 TG0860  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0860  DYNAMIC HT  -         711.211 (meters)    2333.36  (feet)  COMP
 TG0860  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 TG0860
 TG0860  VERT ORDER  -  SECOND    CLASS 0
 TG0860
 TG0860.The horizontal coordinates were scaled from a topographic map and have
 TG0860.an estimated accuracy of +/- 6 seconds.
 TG0860
 TG0860.The orthometric height was determined by differential leveling
 TG0860.and adjusted by the National Geodetic Survey in June 1991..
 TG0860
 TG0860.The geoid height was determined by GEOID03.
 TG0860
 TG0860.The dynamic height is computed by dividing the NAVD 88
 TG0860.geopotential number by the normal gravity value computed on the
 TG0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0860.degrees latitude (g = 980.6199 gals.).
 TG0860
 TG0860.The modeled gravity was interpolated from observed gravity values.
 TG0860
 TG0860;                    North         East    Units  Estimated Accuracy
 TG0860;SPC ND N     -   148,550.      428,880.      MT  (+/- 180 meters Scaled)
 TG0860
 TG0860                          SUPERSEDED SURVEY CONTROL
 TG0860
 TG0860  NGVD 29 (??/??/92)  710.630  (m)         2331.46   (f) ADJ UNCH    2 0
 TG0860
 TG0860.Superseded values are not recommended for survey control.
 TG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0860.See file dsdata.txt to determine how the superseded data were derived.
 TG0860
 TG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP625534(NAD 83)
 TG0860_MARKER: DB = BENCH MARK DISK
 TG0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0860_STAMPING: N 390 1946
 TG0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0860+STABILITY: SURFACE MOTION
 TG0860
 TG0860  HISTORY     - Date     Condition        Report By
 TG0860  HISTORY     - 1946     MONUMENTED       CGS
 TG0860  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0860
 TG0860                          STATION DESCRIPTION
 TG0860
 TG0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0860'5.6 MI S FROM WHITE EARTH.
 TG0860'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0860'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 2.1 MILES ALONG A GRADED
 TG0860'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT A T INTERSECTION, 44.0
 TG0860'FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE NORTH-SOUTH
 TG0860'ROAD, 32.0 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 TG0860'18.6 FEET NORTHWEST OF THE NORTH END OF A CORRUGATED IRON CULVERT, 5.0
 TG0860'FEET NORTHWEST OF A TELEPHONE POLE AND 1.5 FEET SOUTHEAST OF A 4 X 4
 TG0860'IN. MARKER POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST AND
 TG0860'STAMPED N 390 1946.
 TG0860
 TG0860                          STATION RECOVERY (1981)
 TG0860
 TG0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0023 ***********************************************************************
 SO0023  DESIGNATION -  N 391
 SO0023  PID         -  SO0023
 SO0023  STATE/COUNTY-  ND/MCLEAN
 SO0023  USGS QUAD   -  NEW TOWN SE (1967)
 SO0023
 SO0023                         *CURRENT SURVEY CONTROL
 SO0023  ___________________________________________________________________
 SO0023* NAD 83(1986)-  47 49 07.     (N)    102 18 02.     (W)     SCALED    
 SO0023* NAVD 88     -       558.529  (meters)    1832.44   (feet)  ADJUSTED  
 SO0023  ___________________________________________________________________
 SO0023  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 SO0023  DYNAMIC HT  -         558.608 (meters)    1832.70  (feet)  COMP
 SO0023  MODELED GRAV-     980,734.6   (mgal)                       NAVD 88
 SO0023
 SO0023  VERT ORDER  -  SECOND    CLASS 0
 SO0023
 SO0023.The horizontal coordinates were scaled from a topographic map and have
 SO0023.an estimated accuracy of +/- 6 seconds.
 SO0023
 SO0023.The orthometric height was determined by differential leveling
 SO0023.and adjusted by the National Geodetic Survey in June 1991..
 SO0023
 SO0023.The geoid height was determined by GEOID03.
 SO0023
 SO0023.The dynamic height is computed by dividing the NAVD 88
 SO0023.geopotential number by the normal gravity value computed on the
 SO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0023.degrees latitude (g = 980.6199 gals.).
 SO0023
 SO0023.The modeled gravity was interpolated from observed gravity values.
 SO0023
 SO0023;                    North         East    Units  Estimated Accuracy
 SO0023;SPC ND N     -    92,590.      465,180.      MT  (+/- 180 meters Scaled)
 SO0023
 SO0023                          SUPERSEDED SURVEY CONTROL
 SO0023
 SO0023  NGVD 29 (??/??/92)  558.105  (m)         1831.05   (f) ADJ UNCH    2 0
 SO0023
 SO0023.Superseded values are not recommended for survey control.
 SO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0023.See file dsdata.txt to determine how the superseded data were derived.
 SO0023
 SO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN020996(NAD 83)
 SO0023_MARKER: DB = BENCH MARK DISK
 SO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0023_STAMPING: N 391 1946
 SO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0023+STABILITY: SURFACE MOTION
 SO0023
 SO0023  HISTORY     - Date     Condition        Report By
 SO0023  HISTORY     - 1946     MONUMENTED       CGS
 SO0023
 SO0023                          STATION DESCRIPTION
 SO0023
 SO0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0023'2.4 MI E FROM SHELL CREEK.
 SO0023'TO REACH FROM THE GRADE SCHOOL AT SHELL CREEK GO EASTERLY 2.4 MILES
 SO0023'ALONG A GRAVELED ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 200 YARDS
 SO0023'NORTHWEST OF A HOUSE, 64.5 FEET SOUTH OF AND ABOUT 1.0 FOOT LOWER THAN
 SO0023'THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A FENCE CORNER, 1.5
 SO0023'FEET WEST OF A FENCE AND 1.5 FEET SOUTH OF A 4 X 4 IN. MARKER POST. A
 SO0023'BRONZE DISK STAMPED N 391 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 SO0023'PROJECTS ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1123 ***********************************************************************
 SN1123  DESIGNATION -  N 394
 SN1123  PID         -  SN1123
 SN1123  STATE/COUNTY-  ND/MCLEAN
 SN1123  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1123
 SN1123                         *CURRENT SURVEY CONTROL
 SN1123  ___________________________________________________________________
 SN1123* NAD 83(1986)-  47 38 48.     (N)    101 51 55.     (W)     SCALED    
 SN1123* NAVD 88     -       620.218  (meters)    2034.83   (feet)  ADJUSTED  
 SN1123  ___________________________________________________________________
 SN1123  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SN1123  DYNAMIC HT  -         620.281 (meters)    2035.04  (feet)  COMP
 SN1123  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SN1123
 SN1123  VERT ORDER  -  SECOND    CLASS 0
 SN1123
 SN1123.The horizontal coordinates were scaled from a topographic map and have
 SN1123.an estimated accuracy of +/- 6 seconds.
 SN1123
 SN1123.The orthometric height was determined by differential leveling
 SN1123.and adjusted by the National Geodetic Survey in June 1991..
 SN1123
 SN1123.The geoid height was determined by GEOID03.
 SN1123
 SN1123.The dynamic height is computed by dividing the NAVD 88
 SN1123.geopotential number by the normal gravity value computed on the
 SN1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1123.degrees latitude (g = 980.6199 gals.).
 SN1123
 SN1123.The modeled gravity was interpolated from observed gravity values.
 SN1123
 SN1123;                    North         East    Units  Estimated Accuracy
 SN1123;SPC ND N     -    72,810.      497,430.      MT  (+/- 180 meters Scaled)
 SN1123
 SN1123                          SUPERSEDED SURVEY CONTROL
 SN1123
 SN1123  NGVD 29 (??/??/92)  619.802  (m)         2033.47   (f) ADJ UNCH    2 0
 SN1123
 SN1123.Superseded values are not recommended for survey control.
 SN1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1123.See file dsdata.txt to determine how the superseded data were derived.
 SN1123
 SN1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT848810(NAD 83)
 SN1123_MARKER: DB = BENCH MARK DISK
 SN1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1123_STAMPING: N 394 1946
 SN1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1123+STABILITY: SURFACE MOTION
 SN1123
 SN1123  HISTORY     - Date     Condition        Report By
 SN1123  HISTORY     - 1946     MONUMENTED       CGS
 SN1123  HISTORY     - 1962     GOOD             NGS
 SN1123
 SN1123                          STATION DESCRIPTION
 SN1123
 SN1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1123'10.0 MI W FROM EMMET.
 SN1123'1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE POST OFFICE AT EMMET,
 SN1123'THENCE 9 MILE WEST ALONG A GRAVELED ROAD, AT A TRACK ROAD
 SN1123'INTERSECTION, 74 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 SN1123'INTERSECTION, 12 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 27
 SN1123'FEET EAST OF A FENCE, 1 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH
 SN1123'THE ROAD, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 SN1123'NOTE-- MARK IS LEANING, BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1124 ***********************************************************************
 SN1124  DESIGNATION -  N 394 RESET
 SN1124  PID         -  SN1124
 SN1124  STATE/COUNTY-  ND/MCLEAN
 SN1124  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1124
 SN1124                         *CURRENT SURVEY CONTROL
 SN1124  ___________________________________________________________________
 SN1124* NAD 83(1986)-  47 38 48.     (N)    101 51 55.     (W)     SCALED    
 SN1124* NAVD 88     -       619.73   (+/-2cm)    2033.2    (feet)  VERTCON   
 SN1124  ___________________________________________________________________
 SN1124  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 SN1124
 SN1124  VERT ORDER  -  THIRD (See Below)
 SN1124
 SN1124.The horizontal coordinates were scaled from a topographic map and have
 SN1124.an estimated accuracy of +/- 6 seconds.
 SN1124
 SN1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1124.The vertical order pertains to the NGVD 29 superseded value.
 SN1124
 SN1124.The geoid height was determined by GEOID03.
 SN1124
 SN1124;                    North         East    Units  Estimated Accuracy
 SN1124;SPC ND N     -    72,810.      497,430.      MT  (+/- 180 meters Scaled)
 SN1124
 SN1124                          SUPERSEDED SURVEY CONTROL
 SN1124
 SN1124  NGVD 29 (11/04/04)  619.31   (m)         2031.9    (f) RESET       3  
 SN1124
 SN1124.Superseded values are not recommended for survey control.
 SN1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1124.See file dsdata.txt to determine how the superseded data were derived.
 SN1124
 SN1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT848810(NAD 83)
 SN1124_MARKER: DB = BENCH MARK DISK
 SN1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1124_STAMPING: N 394 RESET 1965
 SN1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1124+STABILITY: SURFACE MOTION
 SN1124
 SN1124  HISTORY     - Date     Condition        Report By
 SN1124  HISTORY     - 1965     MONUMENTED       LOCENG
 SN1124  HISTORY     - 1966     GOOD             LOCENG
 SN1124
 SN1124                          STATION DESCRIPTION
 SN1124
 SN1124'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 SN1124'22.0 MI W FROM GARRISON.
 SN1124'ABOUT 22.0 MILES WEST ALONG STATE HIGHWAY 37 AND A GRAVEL ROAD FROM
 SN1124'THE TOWN OF GARRISON, 1.0 MILE WEST ALONG STATE HIGHWAY 37 AND 9 MILES
 SN1124'WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT EMMET, AT THE
 SN1124'INTERSECTION OF SECTIONS 10, 11, 14 AND 15, T 148 N., R 88 W., 75 FEET
 SN1124'NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 37 FEET WEST OF
 SN1124'THE NORTH-SOUTH SECTION LINE TRAIL, 1 FOOT WEST OF A METAL WITNESS
 SN1124'POST, SET IN THE TOP OF A CONCRETE POST NEAR ROAD STATION 106 + 00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0549 ***********************************************************************
 SO0549  DESIGNATION -  N 396
 SO0549  PID         -  SO0549
 SO0549  STATE/COUNTY-  ND/MCKENZIE
 SO0549  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0549
 SO0549                         *CURRENT SURVEY CONTROL
 SO0549  ___________________________________________________________________
 SO0549* NAD 83(1986)-  47 55 12.     (N)    103 11 52.     (W)     SCALED    
 SO0549* NAVD 88     -       611.598  (meters)    2006.55   (feet)  ADJUSTED  
 SO0549  ___________________________________________________________________
 SO0549  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 SO0549  DYNAMIC HT  -         611.663 (meters)    2006.76  (feet)  COMP
 SO0549  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SO0549
 SO0549  VERT ORDER  -  SECOND    CLASS 0
 SO0549
 SO0549.The horizontal coordinates were scaled from a topographic map and have
 SO0549.an estimated accuracy of +/- 6 seconds.
 SO0549
 SO0549.The orthometric height was determined by differential leveling
 SO0549.and adjusted by the National Geodetic Survey in June 1991..
 SO0549
 SO0549.The geoid height was determined by GEOID03.
 SO0549
 SO0549.The dynamic height is computed by dividing the NAVD 88
 SO0549.geopotential number by the normal gravity value computed on the
 SO0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0549.degrees latitude (g = 980.6199 gals.).
 SO0549
 SO0549.The modeled gravity was interpolated from observed gravity values.
 SO0549
 SO0549;                    North         East    Units  Estimated Accuracy
 SO0549;SPC ND N     -   105,820.      398,420.      MT  (+/- 180 meters Scaled)
 SO0549
 SO0549                          SUPERSEDED SURVEY CONTROL
 SO0549
 SO0549  NGVD 29 (??/??/92)  611.087  (m)         2004.87   (f) ADJ UNCH    2 0
 SO0549
 SO0549.Superseded values are not recommended for survey control.
 SO0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0549.See file dsdata.txt to determine how the superseded data were derived.
 SO0549
 SO0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP346089(NAD 83)
 SO0549_MARKER: DB = BENCH MARK DISK
 SO0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0549_STAMPING: N 396 1946
 SO0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0549+STABILITY: SURFACE MOTION
 SO0549
 SO0549  HISTORY     - Date     Condition        Report By
 SO0549  HISTORY     - 1946     MONUMENTED       CGS
 SO0549  HISTORY     - 1975     MARK NOT FOUND   USGS
 SO0549  HISTORY     - 1979     MARK NOT FOUND   NGS
 SO0549
 SO0549                          STATION DESCRIPTION
 SO0549
 SO0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0549'12.2 MI NE FROM WATFORD CITY.
 SO0549'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0549'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 8.8 MILES NORTH
 SO0549'ALONG A GRAVELED COUNTY ROAD TO THE MARK, ABOUT 0.3 MILES EAST OF A
 SO0549'FARM HOUSE AND SEVERAL SMALLER BUILDINGS, 40 FEET EAST OF THE CENTER
 SO0549'LINE OF THE GRAVEL ROAD, 40 FEET SOUTH OF THE CENTER LINE OF A TRACK
 SO0549'ROAD, 12 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET NORTH OF A 4 X 4
 SO0549'IN. MARKER POST.
 SO0549
 SO0549                          STATION RECOVERY (1975)
 SO0549
 SO0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 SO0549'MARK NOT FOUND.
 SO0549
 SO0549                          STATION RECOVERY (1979)
 SO0549
 SO0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SO0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1285 ***********************************************************************
 TG1285  DESIGNATION -  N 397
 TG1285  PID         -  TG1285
 TG1285  STATE/COUNTY-  ND/MCKENZIE
 TG1285  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1285
 TG1285                         *CURRENT SURVEY CONTROL
 TG1285  ___________________________________________________________________
 TG1285* NAD 83(1986)-  48 00 12.     (N)    103 06 11.     (W)     SCALED    
 TG1285* NAVD 88     -       684.006  (meters)    2244.11   (feet)  ADJUSTED  
 TG1285  ___________________________________________________________________
 TG1285  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 TG1285  DYNAMIC HT  -         684.090 (meters)    2244.39  (feet)  COMP
 TG1285  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 TG1285
 TG1285  VERT ORDER  -  SECOND    CLASS 0
 TG1285
 TG1285.The horizontal coordinates were scaled from a topographic map and have
 TG1285.an estimated accuracy of +/- 6 seconds.
 TG1285
 TG1285.The orthometric height was determined by differential leveling
 TG1285.and adjusted by the National Geodetic Survey in June 1991..
 TG1285
 TG1285.The geoid height was determined by GEOID03.
 TG1285
 TG1285.The dynamic height is computed by dividing the NAVD 88
 TG1285.geopotential number by the normal gravity value computed on the
 TG1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1285.degrees latitude (g = 980.6199 gals.).
 TG1285
 TG1285.The modeled gravity was interpolated from observed gravity values.
 TG1285
 TG1285;                    North         East    Units  Estimated Accuracy
 TG1285;SPC ND N     -   114,830.      405,810.      MT  (+/- 180 meters Scaled)
 TG1285
 TG1285                          SUPERSEDED SURVEY CONTROL
 TG1285
 TG1285  NGVD 29 (??/??/92)  683.515  (m)         2242.50   (f) ADJ UNCH    2 0
 TG1285
 TG1285.Superseded values are not recommended for survey control.
 TG1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1285.See file dsdata.txt to determine how the superseded data were derived.
 TG1285
 TG1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP414184(NAD 83)
 TG1285_MARKER: DB = BENCH MARK DISK
 TG1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1285_STAMPING: N 397 1946
 TG1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1285+STABILITY: SURFACE MOTION
 TG1285
 TG1285  HISTORY     - Date     Condition        Report By
 TG1285  HISTORY     - 1946     MONUMENTED       CGS
 TG1285
 TG1285                          STATION DESCRIPTION
 TG1285
 TG1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1285'14.5 MI NW FROM KEENE.
 TG1285'ABOUT 3.5 MILES NORTH ALONG NORTH DAKOTA STATE HIGHWAY NO. 23 FROM THE
 TG1285'POST OFFICE AT KEENE, THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY
 TG1285'ROAD, THENCE 5.1 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.7
 TG1285'MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 3.2 MILES WEST ALONG A
 TG1285'DIM DIRT ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE
 TG1285'EAST END OF LANE FENCES, 7 FEET SOUTHWEST OF A FENCE CORNER POST, 5
 TG1285'FEET SOUTH OF AN EAST-WEST FENCE, 3 FEET NORTH OF A 4 X 4 IN. MARKER
 TG1285'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0491 ***********************************************************************
 SO0491  DESIGNATION -  N 398
 SO0491  PID         -  SO0491
 SO0491  STATE/COUNTY-  ND/DUNN
 SO0491  USGS QUAD   -  MANDAREE (1970)
 SO0491
 SO0491                         *CURRENT SURVEY CONTROL
 SO0491  ___________________________________________________________________
 SO0491* NAD 83(1986)-  47 40 21.     (N)    102 44 18.     (W)     SCALED    
 SO0491* NAVD 88     -       752.827  (meters)    2469.90   (feet)  ADJUSTED  
 SO0491  ___________________________________________________________________
 SO0491  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 SO0491  DYNAMIC HT  -         752.893 (meters)    2470.12  (feet)  COMP
 SO0491  MODELED GRAV-     980,674.8   (mgal)                       NAVD 88
 SO0491
 SO0491  VERT ORDER  -  SECOND    CLASS 0
 SO0491
 SO0491.The horizontal coordinates were scaled from a topographic map and have
 SO0491.an estimated accuracy of +/- 6 seconds.
 SO0491
 SO0491.The orthometric height was determined by differential leveling
 SO0491.and adjusted by the National Geodetic Survey in June 1991..
 SO0491
 SO0491.The geoid height was determined by GEOID03.
 SO0491
 SO0491.The dynamic height is computed by dividing the NAVD 88
 SO0491.geopotential number by the normal gravity value computed on the
 SO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0491.degrees latitude (g = 980.6199 gals.).
 SO0491
 SO0491.The modeled gravity was interpolated from observed gravity values.
 SO0491
 SO0491;                    North         East    Units  Estimated Accuracy
 SO0491;SPC ND S     -   225,370.      431,930.      MT  (+/- 180 meters Scaled)
 SO0491
 SO0491                          SUPERSEDED SURVEY CONTROL
 SO0491
 SO0491  NGVD 29 (??/??/92)  752.341  (m)         2468.31   (f) ADJ UNCH    2 0
 SO0491
 SO0491.Superseded values are not recommended for survey control.
 SO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0491.See file dsdata.txt to determine how the superseded data were derived.
 SO0491
 SO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN697823(NAD 83)
 SO0491_MARKER: DB = BENCH MARK DISK
 SO0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0491_STAMPING: N 398 1946
 SO0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0491+STABILITY: SURFACE MOTION
 SO0491
 SO0491  HISTORY     - Date     Condition        Report By
 SO0491  HISTORY     - 1946     MONUMENTED       CGS
 SO0491
 SO0491                          STATION DESCRIPTION
 SO0491
 SO0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0491'33.7 MI SE FROM WATFORD CITY.
 SO0491'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0491'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0491'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 3.9 MILES
 SO0491'EAST ALONG A GRADED DIRT ROAD TO THE MARK, ABOUT 0.1 MILE EAST OF
 SO0491'WHERE THE WATER OVERFLOWS THE ROAD, 110 FEET EAST OF A LARGE BOULDER,
 SO0491'40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A 4 X 4
 SO0491'IN. MARKER POST.  NOTE-- 13.4 MI SE OF CROFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0486 ***********************************************************************
 SO0486  DESIGNATION -  N 399
 SO0486  PID         -  SO0486
 SO0486  STATE/COUNTY-  ND/DUNN
 SO0486  USGS QUAD   -  SANISH SE (1967)
 SO0486
 SO0486                         *CURRENT SURVEY CONTROL
 SO0486  ___________________________________________________________________
 SO0486* NAD 83(1986)-  47 45 56.     (N)    102 36 17.     (W)     SCALED    
 SO0486* NAVD 88     -       672.628  (meters)    2206.78   (feet)  ADJUSTED  
 SO0486  ___________________________________________________________________
 SO0486  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 SO0486  DYNAMIC HT  -         672.697 (meters)    2207.01  (feet)  COMP
 SO0486  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 SO0486
 SO0486  VERT ORDER  -  SECOND    CLASS 0
 SO0486
 SO0486.The horizontal coordinates were scaled from a topographic map and have
 SO0486.an estimated accuracy of +/- 6 seconds.
 SO0486
 SO0486.The orthometric height was determined by differential leveling
 SO0486.and adjusted by the National Geodetic Survey in June 1991..
 SO0486
 SO0486.The geoid height was determined by GEOID03.
 SO0486
 SO0486.The dynamic height is computed by dividing the NAVD 88
 SO0486.geopotential number by the normal gravity value computed on the
 SO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0486.degrees latitude (g = 980.6199 gals.).
 SO0486
 SO0486.The modeled gravity was interpolated from observed gravity values.
 SO0486
 SO0486;                    North         East    Units  Estimated Accuracy
 SO0486;SPC ND S     -   235,440.      442,230.      MT  (+/- 180 meters Scaled)
 SO0486
 SO0486                          SUPERSEDED SURVEY CONTROL
 SO0486
 SO0486  NGVD 29 (??/??/92)  672.156  (m)         2205.23   (f) ADJ UNCH    2 0
 SO0486
 SO0486.Superseded values are not recommended for survey control.
 SO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0486.See file dsdata.txt to determine how the superseded data were derived.
 SO0486
 SO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN794930(NAD 83)
 SO0486_MARKER: DB = BENCH MARK DISK
 SO0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0486_STAMPING: N 399 1946
 SO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0486+STABILITY: SURFACE MOTION
 SO0486
 SO0486  HISTORY     - Date     Condition        Report By
 SO0486  HISTORY     - 1946     MONUMENTED       CGS
 SO0486
 SO0486                          STATION DESCRIPTION
 SO0486
 SO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0486'21.8 MI S FROM SANISH.
 SO0486'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0486'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 20.0 MILES SOUTH ALONG A
 SO0486'GRAVELED ROAD THAT GRADUALLY DIMINISHES TO A DIRT TRACK ROAD AT ABOUT
 SO0486'9.0 MILES SOUTH OF STATE HIGHWAY NO. 23, ABOUT 0.3 MILE EAST OF A 12
 SO0486'IN. CORRUGATED CULVERT ACROSS ROAD, 60 FEET EAST OF POINT WHERE WATER
 SO0486'OVERFLOWS ROAD, ABOUT 20 FEET SOUTH OF A THICKET OF BUSHES, 18 FEET
 SO0486'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET SOUTH OF A 4 X 4
 SO0486'IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0603 ***********************************************************************
 TF0603  DESIGNATION -  N 4 B 1
 TF0603  PID         -  TF0603
 TF0603  STATE/COUNTY-  ND/RENVILLE
 TF0603  USGS QUAD   -  ANTLER SW (1980)
 TF0603
 TF0603                         *CURRENT SURVEY CONTROL
 TF0603  ___________________________________________________________________
 TF0603* NAD 83(1986)-  48 46 04.     (N)    101 28 34.     (W)     SCALED    
 TF0603* NAVD 88     -       493.671  (meters)    1619.65   (feet)  ADJUSTED  
 TF0603  ___________________________________________________________________
 TF0603  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF0603  DYNAMIC HT  -         493.778 (meters)    1620.00  (feet)  COMP
 TF0603  MODELED GRAV-     980,811.0   (mgal)                       NAVD 88
 TF0603
 TF0603  VERT ORDER  -  SECOND    CLASS 0
 TF0603
 TF0603.The horizontal coordinates were scaled from a topographic map and have
 TF0603.an estimated accuracy of +/- 6 seconds.
 TF0603
 TF0603.The orthometric height was determined by differential leveling
 TF0603.and adjusted by the National Geodetic Survey in June 1991..
 TF0603
 TF0603.The geoid height was determined by GEOID03.
 TF0603
 TF0603.The dynamic height is computed by dividing the NAVD 88
 TF0603.geopotential number by the normal gravity value computed on the
 TF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0603.degrees latitude (g = 980.6199 gals.).
 TF0603
 TF0603.The modeled gravity was interpolated from observed gravity values.
 TF0603
 TF0603;                    North         East    Units  Estimated Accuracy
 TF0603;SPC ND N     -   197,010.      528,250.      MT  (+/- 180 meters Scaled)
 TF0603
 TF0603                          SUPERSEDED SURVEY CONTROL
 TF0603
 TF0603  NGVD 29 (??/??/92)  493.31   (m)         1618.5    (f) COMPUTED    2 0
 TF0603
 TF0603.Superseded values are not recommended for survey control.
 TF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0603.See file dsdata.txt to determine how the superseded data were derived.
 TF0603
 TF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV180045(NAD 83)
 TF0603_MARKER: DD = SURVEY DISK
 TF0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0603+STABILITY: SURFACE MOTION
 TF0603
 TF0603  HISTORY     - Date     Condition        Report By
 TF0603  HISTORY     - UNK      MONUMENTED       DOD
 TF0603  HISTORY     - 1963     GOOD             NGS
 TF0603
 TF0603                          STATION DESCRIPTION
 TF0603
 TF0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0603'1.65 MI E FROM MOHALL.
 TF0603'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0603'MOHALL, THENCE 0.3 MILE NORTH ALONG A GRAVELED ROAD, THENCE 75 YARDS
 TF0603'ACROSS COUNTRY, ABOUT LEVEL WITH THE ROAD, AND THE TOP SURFACE OVER
 TF0603'THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP
 TF0603'OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0604 ***********************************************************************
 TF0604  DESIGNATION -  N 4 B 2
 TF0604  PID         -  TF0604
 TF0604  STATE/COUNTY-  ND/RENVILLE
 TF0604  USGS QUAD   -  ANTLER SW (1980)
 TF0604
 TF0604                         *CURRENT SURVEY CONTROL
 TF0604  ___________________________________________________________________
 TF0604* NAD 83(1986)-  48 46 04.     (N)    101 28 10.     (W)     SCALED    
 TF0604* NAVD 88     -       494.104  (meters)    1621.07   (feet)  ADJUSTED  
 TF0604  ___________________________________________________________________
 TF0604  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TF0604  DYNAMIC HT  -         494.211 (meters)    1621.42  (feet)  COMP
 TF0604  MODELED GRAV-     980,811.2   (mgal)                       NAVD 88
 TF0604
 TF0604  VERT ORDER  -  SECOND    CLASS 0
 TF0604
 TF0604.The horizontal coordinates were scaled from a topographic map and have
 TF0604.an estimated accuracy of +/- 6 seconds.
 TF0604
 TF0604.The orthometric height was determined by differential leveling
 TF0604.and adjusted by the National Geodetic Survey in June 1991..
 TF0604
 TF0604.The geoid height was determined by GEOID03.
 TF0604
 TF0604.The dynamic height is computed by dividing the NAVD 88
 TF0604.geopotential number by the normal gravity value computed on the
 TF0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0604.degrees latitude (g = 980.6199 gals.).
 TF0604
 TF0604.The modeled gravity was interpolated from observed gravity values.
 TF0604
 TF0604;                    North         East    Units  Estimated Accuracy
 TF0604;SPC ND N     -   197,000.      528,740.      MT  (+/- 180 meters Scaled)
 TF0604
 TF0604                          SUPERSEDED SURVEY CONTROL
 TF0604
 TF0604  NGVD 29 (??/??/92)  493.74   (m)         1619.9    (f) COMPUTED    2 0
 TF0604
 TF0604.Superseded values are not recommended for survey control.
 TF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0604.See file dsdata.txt to determine how the superseded data were derived.
 TF0604
 TF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV185045(NAD 83)
 TF0604_MARKER: DD = SURVEY DISK
 TF0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0604+STABILITY: SURFACE MOTION
 TF0604
 TF0604  HISTORY     - Date     Condition        Report By
 TF0604  HISTORY     - UNK      MONUMENTED       DOD
 TF0604  HISTORY     - 1963     GOOD             NGS
 TF0604
 TF0604                          STATION DESCRIPTION
 TF0604
 TF0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0604'1.65 MI E FROM MOHALL.
 TF0604'ABOUT 1.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0604'MOHALL, THENCE 0.3 MILE NORTH ALONG A COUNTY ROAD, THENCE 0.25 MILE
 TF0604'EAST ACROSS COUNTRY, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 TF0604'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0604'CONCRETE CYLINEER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0599 ***********************************************************************
 TF0599  DESIGNATION -  N 4 Z 2
 TF0599  PID         -  TF0599
 TF0599  STATE/COUNTY-  ND/RENVILLE
 TF0599  USGS QUAD   -  ANTLER SW (1980)
 TF0599
 TF0599                         *CURRENT SURVEY CONTROL
 TF0599  ___________________________________________________________________
 TF0599* NAD 83(1986)-  48 45 47.     (N)    101 28 34.     (W)     SCALED    
 TF0599* NAVD 88     -       492.82   (+/-2cm)    1616.9    (feet)  VERTCON   
 TF0599  ___________________________________________________________________
 TF0599  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF0599
 TF0599  VERT ORDER  -  THIRD (See Below)
 TF0599
 TF0599.The horizontal coordinates were scaled from a topographic map and have
 TF0599.an estimated accuracy of +/- 6 seconds.
 TF0599
 TF0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0599.The vertical order pertains to the NGVD 29 superseded value.
 TF0599
 TF0599.The geoid height was determined by GEOID03.
 TF0599
 TF0599;                    North         East    Units  Estimated Accuracy
 TF0599;SPC ND N     -   196,480.      528,240.      MT  (+/- 180 meters Scaled)
 TF0599
 TF0599                          SUPERSEDED SURVEY CONTROL
 TF0599
 TF0599  NGVD 29 (11/04/04)  492.46   (m)         1615.7    (f) RESET       3  
 TF0599
 TF0599.Superseded values are not recommended for survey control.
 TF0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0599.See file dsdata.txt to determine how the superseded data were derived.
 TF0599
 TF0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV180040(NAD 83)
 TF0599_MARKER: DS = TRIANGULATION STATION DISK
 TF0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0599_STAMPING: N 4 Z 2 1967 BM RESET
 TF0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0599+STABILITY: SURFACE MOTION
 TF0599
 TF0599  HISTORY     - Date     Condition        Report By
 TF0599  HISTORY     - 1967     MONUMENTED       CGS
 TF0599
 TF0599                          STATION DESCRIPTION
 TF0599
 TF0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TF0599'1.6 MI E FROM MOHALL.
 TF0599'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0599'MOHALL, IN THE NE 1/4 SEC. 19, T. 161 N., R. 83 W., ABOUT 360 FEET
 TF0599'WEST OF CROSSROADS, 99 FEET SOUTH OF CENTERLINE OF HIGHWAY, 2 FEET
 TF0599'NORTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF A ROUND
 TF0599'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0606 ***********************************************************************
 TF0606  DESIGNATION -  N 4 Z 2 AZ MK
 TF0606  PID         -  TF0606
 TF0606  STATE/COUNTY-  ND/BOTTINEAU
 TF0606  USGS QUAD   -  ANTLER SW (1980)
 TF0606
 TF0606                         *CURRENT SURVEY CONTROL
 TF0606  ___________________________________________________________________
 TF0606* NAD 83(1986)-  48 45 48.     (N)    101 27 59.     (W)     SCALED    
 TF0606* NAVD 88     -       493.28   (+/-2cm)    1618.4    (feet)  VERTCON   
 TF0606  ___________________________________________________________________
 TF0606  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 TF0606
 TF0606  VERT ORDER  -  THIRD (See Below)
 TF0606
 TF0606.The horizontal coordinates were scaled from a topographic map and have
 TF0606.an estimated accuracy of +/- 6 seconds.
 TF0606
 TF0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0606.The vertical order pertains to the NGVD 29 superseded value.
 TF0606
 TF0606.The geoid height was determined by GEOID03.
 TF0606
 TF0606;                    North         East    Units  Estimated Accuracy
 TF0606;SPC ND N     -   196,500.      528,960.      MT  (+/- 180 meters Scaled)
 TF0606
 TF0606                          SUPERSEDED SURVEY CONTROL
 TF0606
 TF0606  NGVD 29 (11/04/04)  492.92   (m)         1617.2    (f) RESET       3  
 TF0606
 TF0606.Superseded values are not recommended for survey control.
 TF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0606.See file dsdata.txt to determine how the superseded data were derived.
 TF0606
 TF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV187040(NAD 83)
 TF0606_MARKER: DZ = AZIMUTH MARK DISK
 TF0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0606_STAMPING: N 4 Z 2 BM RESET 1967
 TF0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0606+STABILITY: SURFACE MOTION
 TF0606
 TF0606  HISTORY     - Date     Condition        Report By
 TF0606  HISTORY     - 1967     MONUMENTED       CGS
 TF0606
 TF0606                          STATION DESCRIPTION
 TF0606
 TF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TF0606'2.0 MI E FROM MOHALL.
 TF0606'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 TF0606'MOHALL, ABOUT 0.1 MILE EAST OF SOME FARM BUILDINGS, 115 FEET NORTH OF
 TF0606'THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A TELEPHONE POLE, 1.5
 TF0606'FEET WEST OF A METAL WITNESS POST AND IS SET IN THE TOP OF A ROUND
 TF0606'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0600 ***********************************************************************
 TF0600  DESIGNATION -  N 4 Z 2 RM 3
 TF0600  PID         -  TF0600
 TF0600  STATE/COUNTY-  ND/BOTTINEAU
 TF0600  USGS QUAD   -  ANTLER SW (1980)
 TF0600
 TF0600                         *CURRENT SURVEY CONTROL
 TF0600  ___________________________________________________________________
 TF0600* NAD 83(1986)-  48 45 47.     (N)    101 28 33.     (W)     SCALED    
 TF0600* NAVD 88     -       492.93   (+/-2cm)    1617.2    (feet)  VERTCON   
 TF0600  ___________________________________________________________________
 TF0600  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF0600
 TF0600  VERT ORDER  -  THIRD (See Below)
 TF0600
 TF0600.The horizontal coordinates were scaled from a topographic map and have
 TF0600.an estimated accuracy of +/- 6 seconds.
 TF0600
 TF0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0600.The vertical order pertains to the NGVD 29 superseded value.
 TF0600
 TF0600.The geoid height was determined by GEOID03.
 TF0600
 TF0600;                    North         East    Units  Estimated Accuracy
 TF0600;SPC ND N     -   196,480.      528,260.      MT  (+/- 180 meters Scaled)
 TF0600
 TF0600                          SUPERSEDED SURVEY CONTROL
 TF0600
 TF0600  NGVD 29 (11/04/04)  492.57   (m)         1616.0    (f) RESET       3  
 TF0600
 TF0600.Superseded values are not recommended for survey control.
 TF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0600.See file dsdata.txt to determine how the superseded data were derived.
 TF0600
 TF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV180040(NAD 83)
 TF0600_MARKER: DR = REFERENCE MARK DISK
 TF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0600_STAMPING: N 4 Z 2 NO 3 BM RESET 1967
 TF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0600+STABILITY: SURFACE MOTION
 TF0600
 TF0600  HISTORY     - Date     Condition        Report By
 TF0600  HISTORY     - 1967     MONUMENTED       CGS
 TF0600
 TF0600                          STATION DESCRIPTION
 TF0600
 TF0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TF0600'1.6 MI E FROM MOHALL.
 TF0600'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0600'MOHALL, IN THE NE 1/4 SEC. 19, T. 161 N., R. 83 W., ABOUT 300 FEET
 TF0600'WEST OF CROSSROADS, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 TF0600'68.4 FEET EAST OF N 4 Z 2.  A REFERENCE MARK DISK SET IN TOP OF A
 TF0600'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0601 ***********************************************************************
 TF0601  DESIGNATION -  N 4 Z 2 RM 4
 TF0601  PID         -  TF0601
 TF0601  STATE/COUNTY-  ND/RENVILLE
 TF0601  USGS QUAD   -  ANTLER SW (1980)
 TF0601
 TF0601                         *CURRENT SURVEY CONTROL
 TF0601  ___________________________________________________________________
 TF0601* NAD 83(1986)-  48 45 47.     (N)    101 28 34.     (W)     SCALED    
 TF0601* NAVD 88     -       492.88   (+/-2cm)    1617.1    (feet)  VERTCON   
 TF0601  ___________________________________________________________________
 TF0601  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 TF0601
 TF0601  VERT ORDER  -  THIRD (See Below)
 TF0601
 TF0601.The horizontal coordinates were scaled from a topographic map and have
 TF0601.an estimated accuracy of +/- 6 seconds.
 TF0601
 TF0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0601.The vertical order pertains to the NGVD 29 superseded value.
 TF0601
 TF0601.The geoid height was determined by GEOID03.
 TF0601
 TF0601;                    North         East    Units  Estimated Accuracy
 TF0601;SPC ND N     -   196,480.      528,240.      MT  (+/- 180 meters Scaled)
 TF0601
 TF0601                          SUPERSEDED SURVEY CONTROL
 TF0601
 TF0601  NGVD 29 (11/04/04)  492.52   (m)         1615.9    (f) RESET       3  
 TF0601
 TF0601.Superseded values are not recommended for survey control.
 TF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0601.See file dsdata.txt to determine how the superseded data were derived.
 TF0601
 TF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV180040(NAD 83)
 TF0601_MARKER: DR = REFERENCE MARK DISK
 TF0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0601_STAMPING: N 4 Z 2 NO 4 BM RESET 1967
 TF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0601+STABILITY: SURFACE MOTION
 TF0601
 TF0601  HISTORY     - Date     Condition        Report By
 TF0601  HISTORY     - 1967     MONUMENTED       CGS
 TF0601
 TF0601                          STATION DESCRIPTION
 TF0601
 TF0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TF0601'1.6 MI E FROM MOHALL.
 TF0601'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0601'MOHALL, IN THE NE 1/4 SEC. 19, T. 161 N., R. 83 W., ABOUT 430 FEET
 TF0601'WEST OF CROSSROADS, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 TF0601'62.4 FEET WEST OF N 4 Z 2 AND SET IN THE TOP OF A ROUND CONCRETE POST
 TF0601'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0404 ***********************************************************************
 RQ0404  DESIGNATION -  N 40 RESET
 RQ0404  PID         -  RQ0404
 RQ0404  STATE/COUNTY-  ND/LOGAN
 RQ0404  USGS QUAD   -  STREETER FLATS (1983)
 RQ0404
 RQ0404                         *CURRENT SURVEY CONTROL
 RQ0404  ___________________________________________________________________
 RQ0404* NAD 83(1986)-  46 30 53.     (N)    099 36 44.     (W)     SCALED    
 RQ0404* NAVD 88     -       629.68   (+/-2cm)    2065.9    (feet)  VERTCON   
 RQ0404  ___________________________________________________________________
 RQ0404  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 RQ0404
 RQ0404  VERT ORDER  -  THIRD (See Below)
 RQ0404
 RQ0404.The horizontal coordinates were scaled from a topographic map and have
 RQ0404.an estimated accuracy of +/- 6 seconds.
 RQ0404
 RQ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0404.The vertical order pertains to the NGVD 29 superseded value.
 RQ0404
 RQ0404.The geoid height was determined by GEOID03.
 RQ0404
 RQ0404;                    North         East    Units  Estimated Accuracy
 RQ0404;SPC ND S     -    94,650.      668,130.      MT  (+/- 180 meters Scaled)
 RQ0404
 RQ0404                          SUPERSEDED SURVEY CONTROL
 RQ0404
 RQ0404  NGVD 29 (11/04/04)  629.25   (m)         2064.5    (f) RESET       3  
 RQ0404
 RQ0404.Superseded values are not recommended for survey control.
 RQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0404.See file dsdata.txt to determine how the superseded data were derived.
 RQ0404
 RQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS530514(NAD 83)
 RQ0404_MARKER: DB = BENCH MARK DISK
 RQ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0404_STAMPING: N 40 RESET 1957
 RQ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0404+STABILITY: SURFACE MOTION
 RQ0404
 RQ0404  HISTORY     - Date     Condition        Report By
 RQ0404  HISTORY     - 1957     MONUMENTED       CGS
 RQ0404  HISTORY     - 1978     MARK NOT FOUND   USGS
 RQ0404
 RQ0404                          STATION DESCRIPTION
 RQ0404
 RQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RQ0404'8.3 MI E FROM NAPOLEON.
 RQ0404'8.3 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 RQ0404'NAPOLEON, NEAR THE WEST BASE OF A HILL, SOUTH ACROSS THE HIGHWAY FROM
 RQ0404'A DRY POND, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN
 RQ0404'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 RQ0404
 RQ0404                          STATION RECOVERY (1978)
 RQ0404
 RQ0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RQ0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0965 ***********************************************************************
 SN0965  DESIGNATION -  N 401
 SN0965  PID         -  SN0965
 SN0965  STATE/COUNTY-  ND/MERCER
 SN0965  USGS QUAD   -  HAZEN NW (1969)
 SN0965
 SN0965                         *CURRENT SURVEY CONTROL
 SN0965  ___________________________________________________________________
 SN0965* NAD 83(1986)-  47 28 25.     (N)    101 41 44.     (W)     SCALED    
 SN0965* NAVD 88     -       610.177  (meters)    2001.89   (feet)  ADJUSTED  
 SN0965  ___________________________________________________________________
 SN0965  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 SN0965  DYNAMIC HT  -         610.225 (meters)    2002.05  (feet)  COMP
 SN0965  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 SN0965
 SN0965  VERT ORDER  -  SECOND    CLASS 0
 SN0965
 SN0965.The horizontal coordinates were scaled from a topographic map and have
 SN0965.an estimated accuracy of +/- 6 seconds.
 SN0965
 SN0965.The orthometric height was determined by differential leveling
 SN0965.and adjusted by the National Geodetic Survey in June 1991..
 SN0965
 SN0965.The geoid height was determined by GEOID03.
 SN0965
 SN0965.The dynamic height is computed by dividing the NAVD 88
 SN0965.geopotential number by the normal gravity value computed on the
 SN0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0965.degrees latitude (g = 980.6199 gals.).
 SN0965
 SN0965.The modeled gravity was interpolated from observed gravity values.
 SN0965
 SN0965;                    North         East    Units  Estimated Accuracy
 SN0965;SPC ND S     -   201,550.      509,880.      MT  (+/- 180 meters Scaled)
 SN0965
 SN0965                          SUPERSEDED SURVEY CONTROL
 SN0965
 SN0965  NGVD 29 (??/??/92)  609.786  (m)         2000.61   (f) ADJ UNCH    2 0
 SN0965
 SN0965.Superseded values are not recommended for survey control.
 SN0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0965.See file dsdata.txt to determine how the superseded data were derived.
 SN0965
 SN0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT968613(NAD 83)
 SN0965_MARKER: DB = BENCH MARK DISK
 SN0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0965_STAMPING: 2000.606 N 401 1946
 SN0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0965+STABILITY: SURFACE MOTION
 SN0965
 SN0965  HISTORY     - Date     Condition        Report By
 SN0965  HISTORY     - 1946     MONUMENTED       CGS
 SN0965  HISTORY     - 1956     GOOD             NGS
 SN0965  HISTORY     - 1968     GOOD             DOD
 SN0965
 SN0965                          STATION DESCRIPTION
 SN0965
 SN0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SN0965'19.4 MI NE FROM BEULAH.
 SN0965'19.4 MILES NORTHEAST OF BEULAH, MERCER COUNTY.  THIS BENCH MARK MAY BE
 SN0965'REACHED FROM THE CROSSING OF STATE HIGHWAY 25 AND THE NORTHERN PACIFIC
 SN0965'RAILWAY BY GOING 4.6 MILES NORTH ALONG A GRAVEL COUNTY ROAD TO A FORK
 SN0965'IN THE ROAD, 9.2 MILES NORTH ALONG THE EAST FORK TO KRONTHALS
 SN0965'CROSSROADS AND THE END OF THE GRAVEL SURFACE, 1.2 MILES NORTH ALONG A
 SN0965'GRADED DIRT ROAD TO THE HOME OF JAKE WAFNER, AND 4.0 MILES EAST ALONG
 SN0965'A GRADED DIRT ROAD.  IT IS 100 FEET NORTHWEST OF A Y-ROAD INTERSECTION
 SN0965'39 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 30 FEET NORTH OF THE
 SN0965'CENTERLINE OF THE GRADED DIRT ROAD, 15 FEET SOUTHWEST OF A FENCE
 SN0965'CORNER, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST. A STANDARD
 SN0965'DISK, STAMPED 2000.606 N 401 1946 AND SET IN THE TOP OF A CONCRETE
 SN0965'POST.
 SN0965
 SN0965                          STATION RECOVERY (1968)
 SN0965
 SN0965'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0042 ***********************************************************************
 QS0042  DESIGNATION -  N 402
 QS0042  PID         -  QS0042
 QS0042  STATE/COUNTY-  ND/EMMONS
 QS0042  USGS QUAD   -  POLLOCK NW (1966)
 QS0042
 QS0042                         *CURRENT SURVEY CONTROL
 QS0042  ___________________________________________________________________
 QS0042* NAD 83(1986)-  45 59 31.     (N)    100 28 44.     (W)     SCALED    
 QS0042* NAVD 88     -       525.385  (meters)    1723.70   (feet)  ADJUSTED  
 QS0042  ___________________________________________________________________
 QS0042  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 QS0042  DYNAMIC HT  -         525.354 (meters)    1723.60  (feet)  COMP
 QS0042  MODELED GRAV-     980,539.2   (mgal)                       NAVD 88
 QS0042
 QS0042  VERT ORDER  -  FIRST     CLASS II
 QS0042
 QS0042.The horizontal coordinates were scaled from a topographic map and have
 QS0042.an estimated accuracy of +/- 6 seconds.
 QS0042
 QS0042.The orthometric height was determined by differential leveling
 QS0042.and adjusted by the National Geodetic Survey in June 1991..
 QS0042
 QS0042.The geoid height was determined by GEOID03.
 QS0042
 QS0042.The dynamic height is computed by dividing the NAVD 88
 QS0042.geopotential number by the normal gravity value computed on the
 QS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0042.degrees latitude (g = 980.6199 gals.).
 QS0042
 QS0042.The modeled gravity was interpolated from observed gravity values.
 QS0042
 QS0042;                    North         East    Units  Estimated Accuracy
 QS0042;SPC ND S     -    36,160.      601,640.      MT  (+/- 180 meters Scaled)
 QS0042
 QS0042                          SUPERSEDED SURVEY CONTROL
 QS0042
 QS0042  NGVD 29 (??/??/92)  525.002  (m)         1722.44   (f) ADJ UNCH    1 2
 QS0042
 QS0042.Superseded values are not recommended for survey control.
 QS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0042.See file dsdata.txt to determine how the superseded data were derived.
 QS0042
 QS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR854942(NAD 83)
 QS0042_MARKER: DB = BENCH MARK DISK
 QS0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0042_STAMPING: N 402 1949
 QS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0042+STABILITY: SURFACE MOTION
 QS0042
 QS0042  HISTORY     - Date     Condition        Report By
 QS0042  HISTORY     - 1949     MONUMENTED       CGS
 QS0042  HISTORY     - 1964     GOOD             USGS
 QS0042  HISTORY     - 1980     GOOD             NGS
 QS0042
 QS0042                          STATION DESCRIPTION
 QS0042
 QS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 QS0042'15 MI NW FROM POLLOCK.
 QS0042'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE
 QS0042'MAIN STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED
 QS0042'DIRT ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0042'0.5 MILE NORTH ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST
 QS0042'ALONG A GRADED DIRT ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED
 QS0042'DIRT ROAD, THENCE 2.6 MILES WEST ALONG A GRADED DIRT ROAD, THENCE
 QS0042'1.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE EAST ALONG A
 QS0042'DIRT ROAD, THENCE 0.9 MILE NORTH ALONG A TRAIL ROAD, 0.1 MILE
 QS0042'NORTH OF THE F. WESTBROOK FARM, 85 YARDS (PACED) WEST OF A
 QS0042'CREEK, ON THE CREEK OF A SMALL KNOLL, 68 FEET WEST OF THE CENTER
 QS0042'LINE OF THE ROAD, 1.0 FOOT EAST OF A REFERENCE POST, AND SET IN
 QS0042'THE TOP OF A 5-FOOT CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 QS0042'GROUND.  NOTE-- 1964 REPORT--THE TOWN OF POLLOCK HAS BEEN MOVED
 QS0042'APPROXIMATELY 0.8 MILE SOUTH.  ORIGINAL SITE IS FLOODED.
 QS0042
 QS0042                          STATION RECOVERY (1964)
 QS0042
 QS0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 QS0042'RECOVERED IN GOOD CONDITION.
 QS0042
 QS0042                          STATION RECOVERY (1980)
 QS0042
 QS0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QS0042'1.05 MILES NORTH FROM THE POST OFFICE IN POLLOCK, SD THENCE LEFT ON
 QS0042'GRAVELED ROAD WEST AND NORTH FOR 7.8 MILES TO ND-SD STATE LINE
 QS0042'CONTINUE NORTH ON GRAVELED RAOD FOR 1.1 MILES TO A FORK. BEAR LEFT
 QS0042'AND GO WEST FOR 2.5 MILES TO WHERE ROAD TURNS NORTH . FOLLOW MAIN
 QS0042'ROAD NORTH FOR 2.2 MILES TO A GATE AND SIDE ROAD RIGHT. TURN RIGHT
 QS0042'THROUGH GATE AND GO NORTHEAST 0.1 MILE TO A SILAGE PIT AND MARK,
 QS0042'ALONG THE NORTH EDGE OF THE PIT AND ABOUT CENTER OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0866 ***********************************************************************
 SN0866  DESIGNATION -  N 403
 SN0866  PID         -  SN0866
 SN0866  STATE/COUNTY-  ND/OLIVER
 SN0866  USGS QUAD   -  WASHBURN (1980)
 SN0866
 SN0866                         *CURRENT SURVEY CONTROL
 SN0866  ___________________________________________________________________
 SN0866* NAD 83(1986)-  47 17 09.     (N)    101 03 59.     (W)     SCALED    
 SN0866* NAVD 88     -       509.860  (meters)    1672.77   (feet)  ADJUSTED  
 SN0866  ___________________________________________________________________
 SN0866  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0866  DYNAMIC HT  -         509.899 (meters)    1672.89  (feet)  COMP
 SN0866  MODELED GRAV-     980,673.9   (mgal)                       NAVD 88
 SN0866
 SN0866  VERT ORDER  -  SECOND    CLASS 0
 SN0866
 SN0866.The horizontal coordinates were scaled from a topographic map and have
 SN0866.an estimated accuracy of +/- 6 seconds.
 SN0866
 SN0866.The orthometric height was determined by differential leveling
 SN0866.and adjusted by the National Geodetic Survey in June 1991..
 SN0866
 SN0866.The geoid height was determined by GEOID03.
 SN0866
 SN0866.The dynamic height is computed by dividing the NAVD 88
 SN0866.geopotential number by the normal gravity value computed on the
 SN0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0866.degrees latitude (g = 980.6199 gals.).
 SN0866
 SN0866.The modeled gravity was interpolated from observed gravity values.
 SN0866
 SN0866;                    North         East    Units  Estimated Accuracy
 SN0866;SPC ND S     -   180,140.      557,160.      MT  (+/- 180 meters Scaled)
 SN0866
 SN0866                          SUPERSEDED SURVEY CONTROL
 SN0866
 SN0866  NGVD 29 (??/??/92)  509.468  (m)         1671.48   (f) ADJ UNCH    2 0
 SN0866
 SN0866.Superseded values are not recommended for survey control.
 SN0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0866.See file dsdata.txt to determine how the superseded data were derived.
 SN0866
 SN0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT437389(NAD 83)
 SN0866_MARKER: DB = BENCH MARK DISK
 SN0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0866_STAMPING: N 403 1958
 SN0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0866+STABILITY: SURFACE MOTION
 SN0866
 SN0866  HISTORY     - Date     Condition        Report By
 SN0866  HISTORY     - 1958     MONUMENTED       CGS
 SN0866  HISTORY     - 1982     GOOD             NGS
 SN0866
 SN0866                          STATION DESCRIPTION
 SN0866
 SN0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0866'2.75 MI NE FROM HENSLER.
 SN0866'0.15 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0866'HENSLER, THENCE ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 SN0866'ABOUT 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE ABOUT 1.0 MILE
 SN0866'NORTH ALONG A GRADED DIRT ROAD, 60 FEET SOUTHWEST OF THE CENTER OF THE
 SN0866'INTERSECTION OF THE ROADS, 42 FEET WEST OF THE CENTER LINE OF THE ROAD
 SN0866'LEADING SOUTH, 37 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 SN0866'3 FEET NORTHWEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST,
 SN0866'ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A CONCRETE POST
 SN0866'PROJECTING 5 INCHES.
 SN0866
 SN0866                          STATION RECOVERY (1982)
 SN0866
 SN0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0562 ***********************************************************************
 TE0562  DESIGNATION -  N 404 RESET
 TE0562  PID         -  TE0562
 TE0562  STATE/COUNTY-  ND/RAMSEY
 TE0562  USGS QUAD   -  LAKOTA NW (1971)
 TE0562
 TE0562                         *CURRENT SURVEY CONTROL
 TE0562  ___________________________________________________________________
 TE0562* NAD 83(1986)-  48 09 06.     (N)    098 29 11.     (W)     SCALED    
 TE0562* NAVD 88     -       463.437  (meters)    1520.46   (feet)  ADJUSTED  
 TE0562  ___________________________________________________________________
 TE0562  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 TE0562  DYNAMIC HT  -         463.518 (meters)    1520.73  (feet)  COMP
 TE0562  MODELED GRAV-     980,771.5   (mgal)                       NAVD 88
 TE0562
 TE0562  VERT ORDER  -  SECOND    CLASS 0
 TE0562
 TE0562.The horizontal coordinates were scaled from a topographic map and have
 TE0562.an estimated accuracy of +/- 6 seconds.
 TE0562
 TE0562.The orthometric height was determined by differential leveling
 TE0562.and adjusted by the National Geodetic Survey in June 1991..
 TE0562
 TE0562.The geoid height was determined by GEOID03.
 TE0562
 TE0562.The dynamic height is computed by dividing the NAVD 88
 TE0562.geopotential number by the normal gravity value computed on the
 TE0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0562.degrees latitude (g = 980.6199 gals.).
 TE0562
 TE0562.The modeled gravity was interpolated from observed gravity values.
 TE0562
 TE0562;                    North         East    Units  Estimated Accuracy
 TE0562;SPC ND N     -   130,000.      749,800.      MT  (+/- 180 meters Scaled)
 TE0562
 TE0562                          SUPERSEDED SURVEY CONTROL
 TE0562
 TE0562  NGVD 29 (??/??/92)  463.058  (m)         1519.22   (f) ADJ UNCH    2 0
 TE0562
 TE0562.Superseded values are not recommended for survey control.
 TE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0562.See file dsdata.txt to determine how the superseded data were derived.
 TE0562
 TE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU382332(NAD 83)
 TE0562_MARKER: DB = BENCH MARK DISK
 TE0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0562_SP_SET: 27 FEET
 TE0562_STAMPING: N 404 RESET 1964
 TE0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0562
 TE0562  HISTORY     - Date     Condition        Report By
 TE0562  HISTORY     - 1964     MONUMENTED       CGS
 TE0562
 TE0562                          STATION DESCRIPTION
 TE0562
 TE0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0562'9.6 MI NW FROM BARTLETT.
 TE0562'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0562'AT BARTLETT, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 TE0562'MILE WEST ALONG A GRAVELED ROAD, THENCE 3.0 MILES NORTH ALONG A
 TE0562'GRAVELED ROAD, IN S 15, T 154 N, R 61 W, 96 FEET NORTHEAST OF THE
 TE0562'CENTER OF THE INTERSECTION OF A GRAVELED ROAD, 57 FEET EAST OF THE
 TE0562'CENTER LINE OF THE ROAD, 77 FEET NORTH OF THE CENTER LINE OF THE ROAD
 TE0562'LEADING EAST, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 TE0562'THE ROADS, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 TE0562'DRIVEN TO A DEPTH OF 27 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 TE0562'WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1101 ***********************************************************************
 TE1101  DESIGNATION -  N 405
 TE1101  PID         -  TE1101
 TE1101  STATE/COUNTY-  ND/CAVALIER
 TE1101  USGS QUAD   -  HANNAH (1970)
 TE1101
 TE1101                         *CURRENT SURVEY CONTROL
 TE1101  ___________________________________________________________________
 TE1101* NAD 83(1986)-  48 57 50.     (N)    098 41 38.     (W)     SCALED    
 TE1101* NAVD 88     -       476.364  (meters)    1562.87   (feet)  ADJUSTED  
 TE1101  ___________________________________________________________________
 TE1101  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 TE1101  DYNAMIC HT  -         476.482 (meters)    1563.26  (feet)  COMP
 TE1101  MODELED GRAV-     980,841.6   (mgal)                       NAVD 88
 TE1101
 TE1101  VERT ORDER  -  SECOND    CLASS 0
 TE1101
 TE1101.The horizontal coordinates were scaled from a topographic map and have
 TE1101.an estimated accuracy of +/- 6 seconds.
 TE1101
 TE1101.The orthometric height was determined by differential leveling
 TE1101.and adjusted by the National Geodetic Survey in June 1991..
 TE1101
 TE1101.The geoid height was determined by GEOID03.
 TE1101
 TE1101.The dynamic height is computed by dividing the NAVD 88
 TE1101.geopotential number by the normal gravity value computed on the
 TE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1101.degrees latitude (g = 980.6199 gals.).
 TE1101
 TE1101.The modeled gravity was interpolated from observed gravity values.
 TE1101
 TE1101;                    North         East    Units  Estimated Accuracy
 TE1101;SPC ND N     -   219,910.      732,250.      MT  (+/- 180 meters Scaled)
 TE1101
 TE1101                          SUPERSEDED SURVEY CONTROL
 TE1101
 TE1101  NGVD 29 (??/??/92)  475.982  (m)         1561.62   (f) ADJ UNCH    2 0
 TE1101
 TE1101.Superseded values are not recommended for survey control.
 TE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1101.See file dsdata.txt to determine how the superseded data were derived.
 TE1101
 TE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV224234(NAD 83)
 TE1101_MARKER: DB = BENCH MARK DISK
 TE1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1101_STAMPING: N 405 1964
 TE1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1101+STABILITY: SURFACE MOTION
 TE1101
 TE1101  HISTORY     - Date     Condition        Report By
 TE1101  HISTORY     - 1964     MONUMENTED       CGS
 TE1101  HISTORY     - 1970     POOR             USGS
 TE1101  HISTORY     - 1986     MARK NOT FOUND   NDWC
 TE1101
 TE1101                          STATION DESCRIPTION
 TE1101
 TE1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1101'0.5 MI S FROM HANNAH.
 TE1101'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE1101'HANNAH, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, IN S 9, R 62 W, T
 TE1101'163 N, 70 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF
 TE1101'THE CENTER LINE OF A ROAD, 83 FEET SOUTHEAST OF THE CENTER OF THE
 TE1101'INTERSECTION OF THE ROADS, 2 1/2 FEET EAST OF A TELEPHONE POLE BRACED
 TE1101'BY A GUY WIRE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET
 TE1101'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE1101'PROJECTING 6 INCHES.  NOTE-- MARK HAS BEEN HIT WITH ROAD GRADER. PART
 TE1101'OF TOP OF POST IS BROKEN AND THE BRASS CAP IS BENT.
 TE1101
 TE1101                          STATION RECOVERY (1970)
 TE1101
 TE1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TE1101'MARK RECOVERED IN POOR CONDITION.
 TE1101
 TE1101                          STATION RECOVERY (1986)
 TE1101
 TE1101'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1986
 TE1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0004 ***********************************************************************
 TE0004  DESIGNATION -  N 406
 TE0004  PID         -  TE0004
 TE0004  STATE/COUNTY-  ND/CAVALIER
 TE0004  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0004
 TE0004                         *CURRENT SURVEY CONTROL
 TE0004  ___________________________________________________________________
 TE0004* NAD 83(1986)-  48 53 29.     (N)    098 27 02.     (W)     SCALED    
 TE0004* NAVD 88     -       477.507  (meters)    1566.62   (feet)  ADJUSTED  
 TE0004  ___________________________________________________________________
 TE0004  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0004  DYNAMIC HT  -         477.620 (meters)    1566.99  (feet)  COMP
 TE0004  MODELED GRAV-     980,832.0   (mgal)                       NAVD 88
 TE0004
 TE0004  VERT ORDER  -  SECOND    CLASS 0
 TE0004
 TE0004.The horizontal coordinates were scaled from a topographic map and have
 TE0004.an estimated accuracy of +/- 6 seconds.
 TE0004
 TE0004.The orthometric height was determined by differential leveling
 TE0004.and adjusted by the National Geodetic Survey in June 1991..
 TE0004
 TE0004.The geoid height was determined by GEOID03.
 TE0004
 TE0004.The dynamic height is computed by dividing the NAVD 88
 TE0004.geopotential number by the normal gravity value computed on the
 TE0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0004.degrees latitude (g = 980.6199 gals.).
 TE0004
 TE0004.The modeled gravity was interpolated from observed gravity values.
 TE0004
 TE0004;                    North         East    Units  Estimated Accuracy
 TE0004;SPC ND N     -   212,300.      750,280.      MT  (+/- 180 meters Scaled)
 TE0004
 TE0004                          SUPERSEDED SURVEY CONTROL
 TE0004
 TE0004  NGVD 29 (??/??/92)  477.124  (m)         1565.36   (f) ADJ UNCH    2 0
 TE0004
 TE0004.Superseded values are not recommended for survey control.
 TE0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0004.See file dsdata.txt to determine how the superseded data were derived.
 TE0004
 TE0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV402155(NAD 83)
 TE0004_MARKER: DB = BENCH MARK DISK
 TE0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0004_STAMPING: N 406 1964
 TE0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0004+STABILITY: SURFACE MOTION
 TE0004
 TE0004  HISTORY     - Date     Condition        Report By
 TE0004  HISTORY     - 1964     MONUMENTED       CGS
 TE0004
 TE0004                          STATION DESCRIPTION
 TE0004
 TE0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0004'7.3 MI E FROM WALES.
 TE0004'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0004'WALES, THENCE 7.1 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 5, R 60
 TE0004'W, T 162 N, ABOUT 0.1 MILE EAST OF A SECTION LINE TRAIL, AT THE
 TE0004'NORTHWEST POINT OF A SMALL GRASSY SWAMP, 58 FEET SOUTH OF THE CENTER
 TE0004'LINE OF THE ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST, 5 FEET BELOW
 TE0004'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0004'6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0971 ***********************************************************************
 TE0971  DESIGNATION -  N 407
 TE0971  PID         -  TE0971
 TE0971  STATE/COUNTY-  ND/CAVALIER
 TE0971  USGS QUAD   -  WALES (1970)
 TE0971
 TE0971                         *CURRENT SURVEY CONTROL
 TE0971  ___________________________________________________________________
 TE0971* NAD 83(1986)-  48 59 34.     (N)    098 36 22.     (W)     SCALED    
 TE0971* NAVD 88     -       469.727  (meters)    1541.10   (feet)  ADJUSTED  
 TE0971  ___________________________________________________________________
 TE0971  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE0971  DYNAMIC HT  -         469.846 (meters)    1541.49  (feet)  COMP
 TE0971  MODELED GRAV-     980,847.9   (mgal)                       NAVD 88
 TE0971
 TE0971  VERT ORDER  -  SECOND    CLASS 0
 TE0971
 TE0971.The horizontal coordinates were scaled from a topographic map and have
 TE0971.an estimated accuracy of +/- 6 seconds.
 TE0971
 TE0971.The orthometric height was determined by differential leveling
 TE0971.and adjusted by the National Geodetic Survey in June 1991..
 TE0971
 TE0971.The geoid height was determined by GEOID03.
 TE0971
 TE0971.The dynamic height is computed by dividing the NAVD 88
 TE0971.geopotential number by the normal gravity value computed on the
 TE0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0971.degrees latitude (g = 980.6199 gals.).
 TE0971
 TE0971.The modeled gravity was interpolated from observed gravity values.
 TE0971
 TE0971;                    North         East    Units  Estimated Accuracy
 TE0971;SPC ND N     -   223,280.      738,590.      MT  (+/- 180 meters Scaled)
 TE0971
 TE0971                          SUPERSEDED SURVEY CONTROL
 TE0971
 TE0971  NGVD 29 (??/??/92)  469.343  (m)         1539.84   (f) ADJ UNCH    2 0
 TE0971
 TE0971.Superseded values are not recommended for survey control.
 TE0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0971.See file dsdata.txt to determine how the superseded data were derived.
 TE0971
 TE0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV288267(NAD 83)
 TE0971_MARKER: DB = BENCH MARK DISK
 TE0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0971_STAMPING: N 407 1964
 TE0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0971+STABILITY: SURFACE MOTION
 TE0971
 TE0971  HISTORY     - Date     Condition        Report By
 TE0971  HISTORY     - 1964     MONUMENTED       CGS
 TE0971
 TE0971                          STATION DESCRIPTION
 TE0971
 TE0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0971'5.7 MI E FROM HANNAH.
 TE0971'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0971'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TE0971'EAST ALONG A SECTION LINE TRAIL ROAD, THENCE 0.5 MILE EAST ACROSS A
 TE0971'CULTIVATED FIELD, THENCE 2.5 MILES EAST ALONG A SECTION LINE TRAIL
 TE0971'ROAD, THENCE 0.5 MILE EAST ACROSS A CULTIVATED FIELD AND GRASSLAND, AT
 TE0971'THE NORTH EAST CORNER OF SECTION 31, R 61 W, T 164 N, 39 FEET WEST OF
 TE0971'THE CENTER LINE OF A NORTH-SOUTH TRAIL ROAD, 27 FEET SOUTH OF THE
 TE0971'EXTENDED CENTER LINE OF TRAIL ROAD LEADING EAST, ABOUT 6 FEET NORTH OF
 TE0971'THE CENTER OF A PILE OF GRANITE BOULDERS, 1.2 FEET SOUTH OF A METAL
 TE0971'WITNESS POST, ABOUT LEVEL WITH A TRAIL ROAD, AND SET IN THE TOP OF A
 TE0971'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0077 ***********************************************************************
 TE0077  DESIGNATION -  N 408
 TE0077  PID         -  TE0077
 TE0077  STATE/COUNTY-  ND/CAVALIER
 TE0077  USGS QUAD   -  NEKOMA NW (1972)
 TE0077
 TE0077                         *CURRENT SURVEY CONTROL
 TE0077  ___________________________________________________________________
 TE0077* NAD 83(1986)-  48 37 48.     (N)    098 24 23.     (W)     SCALED    
 TE0077* NAVD 88     -       492.485  (meters)    1615.76   (feet)  ADJUSTED  
 TE0077  ___________________________________________________________________
 TE0077  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0077  DYNAMIC HT  -         492.587 (meters)    1616.10  (feet)  COMP
 TE0077  MODELED GRAV-     980,802.1   (mgal)                       NAVD 88
 TE0077
 TE0077  VERT ORDER  -  SECOND    CLASS 0
 TE0077
 TE0077.The horizontal coordinates were scaled from a topographic map and have
 TE0077.an estimated accuracy of +/- 6 seconds.
 TE0077
 TE0077.The orthometric height was determined by differential leveling
 TE0077.and adjusted by the National Geodetic Survey in June 1991..
 TE0077
 TE0077.The geoid height was determined by GEOID03.
 TE0077
 TE0077.The dynamic height is computed by dividing the NAVD 88
 TE0077.geopotential number by the normal gravity value computed on the
 TE0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0077.degrees latitude (g = 980.6199 gals.).
 TE0077
 TE0077.The modeled gravity was interpolated from observed gravity values.
 TE0077
 TE0077;                    North         East    Units  Estimated Accuracy
 TE0077;SPC ND N     -   183,330.      754,300.      MT  (+/- 180 meters Scaled)
 TE0077
 TE0077                          SUPERSEDED SURVEY CONTROL
 TE0077
 TE0077  NGVD 29 (??/??/92)  492.100  (m)         1614.50   (f) ADJ UNCH    2 0
 TE0077
 TE0077.Superseded values are not recommended for survey control.
 TE0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0077.See file dsdata.txt to determine how the superseded data were derived.
 TE0077
 TE0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU437864(NAD 83)
 TE0077_MARKER: DB = BENCH MARK DISK
 TE0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0077_STAMPING: N 408 1964
 TE0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0077+STABILITY: SURFACE MOTION
 TE0077
 TE0077  HISTORY     - Date     Condition        Report By
 TE0077  HISTORY     - 1964     MONUMENTED       CGS
 TE0077
 TE0077                          STATION DESCRIPTION
 TE0077
 TE0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0077'5.9 MI E FROM LOMA.
 TE0077'ABOUT 5.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0077'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT LOMA,
 TE0077'IN S 5, R 60 W, T 159 N, 103 FEET SOUTH OF THE CENTER LINE OF THE
 TE0077'ROAD, 135 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD,
 TE0077'95 FEET WEST OF A FENCE CORNER, 58 FEET NORTHWEST OF A POWER POLE, 1
 TE0077'1/2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST,
 TE0077'ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0077'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 TE0077'AND SAULT STE. MARIE RAILROAD NOW KNOWN AS THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0703 ***********************************************************************
 TD0703  DESIGNATION -  N 409
 TD0703  PID         -  TD0703
 TD0703  STATE/COUNTY-  ND/PEMBINA
 TD0703  USGS QUAD   -  GARDAR (1963)
 TD0703
 TD0703                         *CURRENT SURVEY CONTROL
 TD0703  ___________________________________________________________________
 TD0703* NAD 83(1986)-  48 32 36.     (N)    097 45 13.     (W)     SCALED    
 TD0703* NAVD 88     -       285.092  (meters)     935.34   (feet)  ADJUSTED  
 TD0703  ___________________________________________________________________
 TD0703  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 TD0703  DYNAMIC HT  -         285.163 (meters)     935.57  (feet)  COMP
 TD0703  MODELED GRAV-     980,849.1   (mgal)                       NAVD 88
 TD0703
 TD0703  VERT ORDER  -  SECOND    CLASS 0
 TD0703
 TD0703.The horizontal coordinates were scaled from a topographic map and have
 TD0703.an estimated accuracy of +/- 6 seconds.
 TD0703
 TD0703.The orthometric height was determined by differential leveling
 TD0703.and adjusted by the National Geodetic Survey in June 1991..
 TD0703
 TD0703.The geoid height was determined by GEOID03.
 TD0703
 TD0703.The dynamic height is computed by dividing the NAVD 88
 TD0703.geopotential number by the normal gravity value computed on the
 TD0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0703.degrees latitude (g = 980.6199 gals.).
 TD0703
 TD0703.The modeled gravity was interpolated from observed gravity values.
 TD0703
 TD0703;                    North         East    Units  Estimated Accuracy
 TD0703;SPC ND N     -   175,210.      802,740.      MT  (+/- 180 meters Scaled)
 TD0703
 TD0703                          SUPERSEDED SURVEY CONTROL
 TD0703
 TD0703  NGVD 29 (??/??/92)  284.752  (m)          934.22   (f) ADJ UNCH    2 0
 TD0703
 TD0703.Superseded values are not recommended for survey control.
 TD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0703.See file dsdata.txt to determine how the superseded data were derived.
 TD0703
 TD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU919774(NAD 83)
 TD0703_MARKER: DB = BENCH MARK DISK
 TD0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0703_STAMPING: N 409 1964
 TD0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0703+STABILITY: SURFACE MOTION
 TD0703
 TD0703  HISTORY     - Date     Condition        Report By
 TD0703  HISTORY     - 1964     MONUMENTED       CGS
 TD0703
 TD0703                          STATION DESCRIPTION
 TD0703
 TD0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0703'11.9 MI N FROM PARK RIVER.
 TD0703'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0703'STATION AT PARK RIVER, THENCE 10.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0703'12, THENCE 1.0 MILE WEST ALONG THE PEMBINA WALSH COUNTY LINE ROAD, IN
 TD0703'S 32, R 55 W, T 159 N, 80 FEET NORTHWEST OF THE CENTER OF THE
 TD0703'INTERSECTION OF A DIRT ROAD, 69 FEET NORTH OF THE CENTER LINE OF THE
 TD0703'ROAD LEADING WEST, 37 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 TD0703'NORTH, 8 1/2 FEET SOUTH OF A POWER POLE AND IN LINE WITH A ROW OF
 TD0703'POLES, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TD0703'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TD0703'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0366 ***********************************************************************
 RQ0366  DESIGNATION -  N 41
 RQ0366  PID         -  RQ0366
 RQ0366  STATE/COUNTY-  ND/LOGAN
 RQ0366  USGS QUAD   -  WISHEK (1982)
 RQ0366
 RQ0366                         *CURRENT SURVEY CONTROL
 RQ0366  ___________________________________________________________________
 RQ0366* NAD 83(1986)-  46 20 58.     (N)    099 36 01.     (W)     SCALED    
 RQ0366* NAVD 88     -       602.494  (meters)    1976.68   (feet)  ADJUSTED  
 RQ0366  ___________________________________________________________________
 RQ0366  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 RQ0366  DYNAMIC HT  -         602.470 (meters)    1976.60  (feet)  COMP
 RQ0366  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 RQ0366
 RQ0366  VERT ORDER  -  SECOND    CLASS 0
 RQ0366
 RQ0366.The horizontal coordinates were scaled from a topographic map and have
 RQ0366.an estimated accuracy of +/- 6 seconds.
 RQ0366
 RQ0366.The orthometric height was determined by differential leveling
 RQ0366.and adjusted by the National Geodetic Survey in June 1991..
 RQ0366
 RQ0366.The geoid height was determined by GEOID03.
 RQ0366
 RQ0366.The dynamic height is computed by dividing the NAVD 88
 RQ0366.geopotential number by the normal gravity value computed on the
 RQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0366.degrees latitude (g = 980.6199 gals.).
 RQ0366
 RQ0366.The modeled gravity was interpolated from observed gravity values.
 RQ0366
 RQ0366;                    North         East    Units  Estimated Accuracy
 RQ0366;SPC ND S     -    76,290.      669,250.      MT  (+/- 180 meters Scaled)
 RQ0366
 RQ0366                          SUPERSEDED SURVEY CONTROL
 RQ0366
 RQ0366  NGVD 29 (??/??/92)  602.059  (m)         1975.26   (f) ADJ UNCH    2 0
 RQ0366
 RQ0366.Superseded values are not recommended for survey control.
 RQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0366.See file dsdata.txt to determine how the superseded data were derived.
 RQ0366
 RQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS538330(NAD 83)
 RQ0366_MARKER: DB = BENCH MARK DISK
 RQ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0366_STAMPING: N 41 1934
 RQ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0366+STABILITY: SURFACE MOTION
 RQ0366
 RQ0366  HISTORY     - Date     Condition        Report By
 RQ0366  HISTORY     - 1934     MONUMENTED       CGS
 RQ0366  HISTORY     - 1959     GOOD             NGS
 RQ0366
 RQ0366                          STATION DESCRIPTION
 RQ0366
 RQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0366'3.1 MI SE FROM BURNSTAD.
 RQ0366'3.1 MILES SOUTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0366'MARIE RAILWAY FROM THE STATION AT BURNSTAD, LOGAN COUNTY, 5 POLES
 RQ0366'NORTHWEST OF THE RAIL REST AT MILEPOST 348, 1-1/2 POLES SOUTHEAST OF A
 RQ0366'PRIVATE ROAD CROSSING, 50 FEET NORTHEAST OF THE CENTERLINE OF THE
 RQ0366'TRACK, 5 FEET EAST OF A POLE, AND ABOUT 2-1/2 FEET LOWER THAN THE
 RQ0366'RAIL.  A STANDARD DISK, STAMPED N 41 1934 AND SET IN THE TOP OF A
 RQ0366'CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0366'RAILROAD IS NOW THE SOO LINE RAILROAD.
 RQ0366
 RQ0366                          STATION RECOVERY (1959)
 RQ0366
 RQ0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0602 ***********************************************************************
 TD0602  DESIGNATION -  N 410
 TD0602  PID         -  TD0602
 TD0602  STATE/COUNTY-  ND/WALSH
 TD0602  USGS QUAD   -  UNION (1972)
 TD0602
 TD0602                         *CURRENT SURVEY CONTROL
 TD0602  ___________________________________________________________________
 TD0602* NAD 83(1986)-  48 31 39.     (N)    097 55 04.     (W)     SCALED    
 TD0602* NAVD 88     -       389.052  (meters)    1276.41   (feet)  ADJUSTED  
 TD0602  ___________________________________________________________________
 TD0602  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 TD0602  DYNAMIC HT  -         389.132 (meters)    1276.68  (feet)  COMP
 TD0602  MODELED GRAV-     980,806.9   (mgal)                       NAVD 88
 TD0602
 TD0602  VERT ORDER  -  SECOND    CLASS 0
 TD0602
 TD0602.The horizontal coordinates were scaled from a topographic map and have
 TD0602.an estimated accuracy of +/- 6 seconds.
 TD0602
 TD0602.The orthometric height was determined by differential leveling
 TD0602.and adjusted by the National Geodetic Survey in June 1991..
 TD0602
 TD0602.The geoid height was determined by GEOID03.
 TD0602
 TD0602.The dynamic height is computed by dividing the NAVD 88
 TD0602.geopotential number by the normal gravity value computed on the
 TD0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0602.degrees latitude (g = 980.6199 gals.).
 TD0602
 TD0602.The modeled gravity was interpolated from observed gravity values.
 TD0602
 TD0602;                    North         East    Units  Estimated Accuracy
 TD0602;SPC ND N     -   173,030.      790,680.      MT  (+/- 180 meters Scaled)
 TD0602
 TD0602                          SUPERSEDED SURVEY CONTROL
 TD0602
 TD0602  NGVD 29 (??/??/92)  388.685  (m)         1275.21   (f) ADJ UNCH    2 0
 TD0602
 TD0602.Superseded values are not recommended for survey control.
 TD0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0602.See file dsdata.txt to determine how the superseded data were derived.
 TD0602
 TD0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU799754(NAD 83)
 TD0602_MARKER: DB = BENCH MARK DISK
 TD0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0602_STAMPING: N 410 1964
 TD0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0602+STABILITY: SURFACE MOTION
 TD0602
 TD0602  HISTORY     - Date     Condition        Report By
 TD0602  HISTORY     - 1964     MONUMENTED       CGS
 TD0602
 TD0602                          STATION DESCRIPTION
 TD0602
 TD0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0602'3.3 MI NW FROM EDINBURG.
 TD0602'ABOUT 3.3 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0602'STATION AT EDINBURG, IN S 7, R 56 W, T 158 N, ABOUT 0.5 MILE SOUTH OF
 TD0602'AN EAST-WEST GRAVELED ROAD CROSSING, AT THE CROSSING OF AN OLD
 TD0602'ABANDONED FARM ROAD, 73 FEET NORTHWEST OF MILEPOST 47, 46 FEET
 TD0602'SOUTHWEST OF THE SOUTHWEST RAIL, 22 FEET SOUTHEAST OF THE CENTER LINE
 TD0602'OF THE OLD ROAD, 2 FEET NORTHEAST OF A FENCE LINE, 1.8 FEET NORTHWEST
 TD0602'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 TD0602'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0497 ***********************************************************************
 TE0497  DESIGNATION -  N 411
 TE0497  PID         -  TE0497
 TE0497  STATE/COUNTY-  ND/WALSH
 TE0497  USGS QUAD   -  FAIRDALE (1972)
 TE0497
 TE0497                         *CURRENT SURVEY CONTROL
 TE0497  ___________________________________________________________________
 TE0497* NAD 83(1986)-  48 24 47.     (N)    098 07 47.     (W)     SCALED    
 TE0497* NAVD 88     -       485.500  (meters)    1592.84   (feet)  ADJUSTED  
 TE0497  ___________________________________________________________________
 TE0497  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 TE0497  DYNAMIC HT  -         485.595 (meters)    1593.16  (feet)  COMP
 TE0497  MODELED GRAV-     980,791.3   (mgal)                       NAVD 88
 TE0497
 TE0497  VERT ORDER  -  SECOND    CLASS 0
 TE0497
 TE0497.The horizontal coordinates were scaled from a topographic map and have
 TE0497.an estimated accuracy of +/- 6 seconds.
 TE0497
 TE0497.The orthometric height was determined by differential leveling
 TE0497.and adjusted by the National Geodetic Survey in June 1991..
 TE0497
 TE0497.The geoid height was determined by GEOID03.
 TE0497
 TE0497.The dynamic height is computed by dividing the NAVD 88
 TE0497.geopotential number by the normal gravity value computed on the
 TE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0497.degrees latitude (g = 980.6199 gals.).
 TE0497
 TE0497.The modeled gravity was interpolated from observed gravity values.
 TE0497
 TE0497;                    North         East    Units  Estimated Accuracy
 TE0497;SPC ND N     -   159,810.      775,430.      MT  (+/- 180 meters Scaled)
 TE0497
 TE0497                          SUPERSEDED SURVEY CONTROL
 TE0497
 TE0497  NGVD 29 (??/??/92)  485.121  (m)         1591.60   (f) ADJ UNCH    2 0
 TE0497
 TE0497.Superseded values are not recommended for survey control.
 TE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0497.See file dsdata.txt to determine how the superseded data were derived.
 TE0497
 TE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU643625(NAD 83)
 TE0497_MARKER: DB = BENCH MARK DISK
 TE0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0497_STAMPING: N 411 1964
 TE0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0497+STABILITY: SURFACE MOTION
 TE0497
 TE0497  HISTORY     - Date     Condition        Report By
 TE0497  HISTORY     - 1964     MONUMENTED       CGS
 TE0497
 TE0497                          STATION DESCRIPTION
 TE0497
 TE0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0497'3.2 MI W FROM ADAMS.
 TE0497'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0497'SOO LINE RAILROAD AT ADAMS, IN S 16, R 58 W, T 157 N, ABOUT 0.4 MILE
 TE0497'WEST OF THE INTERSECTION OF COUNTY ROAD 35, AT THE JUNCTION OF A DRIVE
 TE0497'LEADING NORTH TO A SMALL PASTURE, 99 FEET NORTH OF THE CENTER LINE OF
 TE0497'THE HIGHWAY, 70 FEET SOUTHEAST OF POWER POLE 120, 32 FEET EAST OF THE
 TE0497'CENTER LINE OF THE DRIVE, 1 FOOT SOUTH OF A FENCE LINE, 1.3 FEET EAST
 TE0497'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 TE0497'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0721 ***********************************************************************
 TE0721  DESIGNATION -  N 412
 TE0721  PID         -  TE0721
 TE0721  STATE/COUNTY-  ND/RAMSEY
 TE0721  USGS QUAD   -  DERRICK (1972)
 TE0721
 TE0721                         *CURRENT SURVEY CONTROL
 TE0721  ___________________________________________________________________
 TE0721* NAD 83(1986)-  48 29 09.     (N)    098 30 51.     (W)     SCALED    
 TE0721* NAVD 88     -       469.696  (meters)    1540.99   (feet)  ADJUSTED  
 TE0721  ___________________________________________________________________
 TE0721  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE0721  DYNAMIC HT  -         469.789 (meters)    1541.30  (feet)  COMP
 TE0721  MODELED GRAV-     980,793.6   (mgal)                       NAVD 88
 TE0721
 TE0721  VERT ORDER  -  SECOND    CLASS 0
 TE0721
 TE0721.The horizontal coordinates were scaled from a topographic map and have
 TE0721.an estimated accuracy of +/- 6 seconds.
 TE0721
 TE0721.The orthometric height was determined by differential leveling
 TE0721.and adjusted by the National Geodetic Survey in June 1991..
 TE0721
 TE0721.The geoid height was determined by GEOID03.
 TE0721
 TE0721.The dynamic height is computed by dividing the NAVD 88
 TE0721.geopotential number by the normal gravity value computed on the
 TE0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0721.degrees latitude (g = 980.6199 gals.).
 TE0721
 TE0721.The modeled gravity was interpolated from observed gravity values.
 TE0721
 TE0721;                    North         East    Units  Estimated Accuracy
 TE0721;SPC ND N     -   167,090.      746,780.      MT  (+/- 180 meters Scaled)
 TE0721
 TE0721                          SUPERSEDED SURVEY CONTROL
 TE0721
 TE0721  NGVD 29 (??/??/92)  469.313  (m)         1539.74   (f) ADJ UNCH    2 0
 TE0721
 TE0721.Superseded values are not recommended for survey control.
 TE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0721.See file dsdata.txt to determine how the superseded data were derived.
 TE0721
 TE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU358704(NAD 83)
 TE0721_MARKER: DB = BENCH MARK DISK
 TE0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0721_STAMPING: N 412 1964
 TE0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0721+STABILITY: SURFACE MOTION
 TE0721
 TE0721  HISTORY     - Date     Condition        Report By
 TE0721  HISTORY     - 1964     MONUMENTED       CGS
 TE0721
 TE0721                          STATION DESCRIPTION
 TE0721
 TE0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0721'2.6 MI E FROM DERRICK.
 TE0721'ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0721'RAILWAY STATION AT DERRICK, THENCE 2.0 MILES EAST ALONG COUNTY ROAD 9,
 TE0721'IN SECTION 27, T 158 N, R 61 W, 97 FEET SOUTHEAST OF THE CENTER OF THE
 TE0721'INTERSECTION OF COUNTY ROADS 9 AND 4, 53 FEET SOUTH OF THE CENTER LINE
 TE0721'OF COUNTY ROAD 9, 80 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 4, 3
 TE0721'1/2 FEET NORTHEAST OF THE NORTHWEST CORNER OF A CEMETERY FENCE, 1 1/2
 TE0721'FEET NORTH OF A FENCE, 1.7 FEET EAST OF METAL WITNESS POST, ABOUT 2
 TE0721'FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A CONCRETE
 TE0721'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0315 ***********************************************************************
 TE0315  DESIGNATION -  N 413
 TE0315  PID         -  TE0315
 TE0315  STATE/COUNTY-  ND/CAVALIER
 TE0315  USGS QUAD   -  OSNABROCK SW (1972)
 TE0315
 TE0315                         *CURRENT SURVEY CONTROL
 TE0315  ___________________________________________________________________
 TE0315* NAD 83(1986)-  48 34 32.     (N)    098 08 40.     (W)     SCALED    
 TE0315* NAVD 88     -       483.427  (meters)    1586.04   (feet)  ADJUSTED  
 TE0315  ___________________________________________________________________
 TE0315  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 TE0315  DYNAMIC HT  -         483.521 (meters)    1586.35  (feet)  COMP
 TE0315  MODELED GRAV-     980,789.3   (mgal)                       NAVD 88
 TE0315
 TE0315  VERT ORDER  -  SECOND    CLASS 0
 TE0315
 TE0315.The horizontal coordinates were scaled from a topographic map and have
 TE0315.an estimated accuracy of +/- 6 seconds.
 TE0315
 TE0315.The orthometric height was determined by differential leveling
 TE0315.and adjusted by the National Geodetic Survey in June 1991..
 TE0315
 TE0315.The geoid height was determined by GEOID03.
 TE0315
 TE0315.The dynamic height is computed by dividing the NAVD 88
 TE0315.geopotential number by the normal gravity value computed on the
 TE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0315.degrees latitude (g = 980.6199 gals.).
 TE0315
 TE0315.The modeled gravity was interpolated from observed gravity values.
 TE0315
 TE0315;                    North         East    Units  Estimated Accuracy
 TE0315;SPC ND N     -   177,840.      773,790.      MT  (+/- 180 meters Scaled)
 TE0315
 TE0315                          SUPERSEDED SURVEY CONTROL
 TE0315
 TE0315  NGVD 29 (??/??/92)  483.045  (m)         1584.79   (f) ADJ UNCH    2 0
 TE0315
 TE0315.Superseded values are not recommended for survey control.
 TE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0315.See file dsdata.txt to determine how the superseded data were derived.
 TE0315
 TE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU631806(NAD 83)
 TE0315_MARKER: DB = BENCH MARK DISK
 TE0315_SETTING: 80 = SET IN A BOULDER
 TE0315_SP_SET: BOULDER
 TE0315_STAMPING: N 413 1964
 TE0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0315+STABILITY: SURFACE MOTION
 TE0315
 TE0315  HISTORY     - Date     Condition        Report By
 TE0315  HISTORY     - 1964     MONUMENTED       CGS
 TE0315
 TE0315                          STATION DESCRIPTION
 TE0315
 TE0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0315'8.6 MI SW FROM MILTON.
 TE0315'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0315'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0315'THENCE 3.9 MILES SOUTH ALONG CAVALIER COUNTY ROAD 35, IN S 20, T 159
 TE0315'N, R 58 W, 182 FEET WEST OF THE CENTER LINE OF THE ROAD, 160 FEET
 TE0315'SOUTHWEST OF A FENCE CORNER, 153.0 FEET WEST OF A METAL WITNESS POST,
 TE0315'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TE0315'BOULDER PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0292 ***********************************************************************
 TE0292  DESIGNATION -  N 414
 TE0292  PID         -  TE0292
 TE0292  STATE/COUNTY-  ND/CAVALIER
 TE0292  USGS QUAD   -  BILLINGS LAKE (1972)
 TE0292
 TE0292                         *CURRENT SURVEY CONTROL
 TE0292  ___________________________________________________________________
 TE0292* NAD 83(1986)-  48 36 56.     (N)    098 29 33.     (W)     SCALED    
 TE0292* NAVD 88     -       481.695  (meters)    1580.36   (feet)  ADJUSTED  
 TE0292  ___________________________________________________________________
 TE0292  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 TE0292  DYNAMIC HT  -         481.794 (meters)    1580.69  (feet)  COMP
 TE0292  MODELED GRAV-     980,800.8   (mgal)                       NAVD 88
 TE0292
 TE0292  VERT ORDER  -  SECOND    CLASS 0
 TE0292
 TE0292.The horizontal coordinates were scaled from a topographic map and have
 TE0292.an estimated accuracy of +/- 6 seconds.
 TE0292
 TE0292.The orthometric height was determined by differential leveling
 TE0292.and adjusted by the National Geodetic Survey in June 1991..
 TE0292
 TE0292.The geoid height was determined by GEOID03.
 TE0292
 TE0292.The dynamic height is computed by dividing the NAVD 88
 TE0292.geopotential number by the normal gravity value computed on the
 TE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0292.degrees latitude (g = 980.6199 gals.).
 TE0292
 TE0292.The modeled gravity was interpolated from observed gravity values.
 TE0292
 TE0292;                    North         East    Units  Estimated Accuracy
 TE0292;SPC ND N     -   181,550.      748,000.      MT  (+/- 180 meters Scaled)
 TE0292
 TE0292                          SUPERSEDED SURVEY CONTROL
 TE0292
 TE0292  NGVD 29 (??/??/92)  481.308  (m)         1579.09   (f) ADJ UNCH    2 0
 TE0292
 TE0292.Superseded values are not recommended for survey control.
 TE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0292.See file dsdata.txt to determine how the superseded data were derived.
 TE0292
 TE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU374848(NAD 83)
 TE0292_MARKER: DB = BENCH MARK DISK
 TE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0292_STAMPING: N 414 1964
 TE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0292+STABILITY: SURFACE MOTION
 TE0292
 TE0292  HISTORY     - Date     Condition        Report By
 TE0292  HISTORY     - 1964     MONUMENTED       CGS
 TE0292
 TE0292                          STATION DESCRIPTION
 TE0292
 TE0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0292'4.9 MI SE FROM LOMA.
 TE0292'ABOUT 2.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE SOO LINE
 TE0292'RAILROAD STATION AT LOMA, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 TE0292'THENCE 1.0 MILE WEST ALONG A TRAIL ROAD, IN S 10, T 159 N, R 61 W, 55
 TE0292'FEET WEST OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTH OF THE CENTER
 TE0292'LINE OF A ROAD LEADING WEST, 2 FEET EAST OF A FENCE WHICH BORDERS A
 TE0292'GAME RESERVE, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 TE0292'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0292'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1041 ***********************************************************************
 TE1041  DESIGNATION -  N 415
 TE1041  PID         -  TE1041
 TE1041  STATE/COUNTY-  ND/RAMSEY
 TE1041  USGS QUAD   -  ALSEN SE (1970)
 TE1041
 TE1041                         *CURRENT SURVEY CONTROL
 TE1041  ___________________________________________________________________
 TE1041* NAD 83(1986)-  48 32 37.     (N)    098 36 04.     (W)     SCALED    
 TE1041* NAVD 88     -       474.862  (meters)    1557.94   (feet)  ADJUSTED  
 TE1041  ___________________________________________________________________
 TE1041  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE1041  DYNAMIC HT  -         474.957 (meters)    1558.25  (feet)  COMP
 TE1041  MODELED GRAV-     980,795.0   (mgal)                       NAVD 88
 TE1041
 TE1041  VERT ORDER  -  SECOND    CLASS 0
 TE1041
 TE1041.The horizontal coordinates were scaled from a topographic map and have
 TE1041.an estimated accuracy of +/- 6 seconds.
 TE1041
 TE1041.The orthometric height was determined by differential leveling
 TE1041.and adjusted by the National Geodetic Survey in June 1991..
 TE1041
 TE1041.The geoid height was determined by GEOID03.
 TE1041
 TE1041.The dynamic height is computed by dividing the NAVD 88
 TE1041.geopotential number by the normal gravity value computed on the
 TE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1041.degrees latitude (g = 980.6199 gals.).
 TE1041
 TE1041.The modeled gravity was interpolated from observed gravity values.
 TE1041
 TE1041;                    North         East    Units  Estimated Accuracy
 TE1041;SPC ND N     -   173,350.      740,190.      MT  (+/- 180 meters Scaled)
 TE1041
 TE1041                          SUPERSEDED SURVEY CONTROL
 TE1041
 TE1041  NGVD 29 (??/??/92)  474.471  (m)         1556.66   (f) ADJ UNCH    2 0
 TE1041
 TE1041.Superseded values are not recommended for survey control.
 TE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1041.See file dsdata.txt to determine how the superseded data were derived.
 TE1041
 TE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU294768(NAD 83)
 TE1041_MARKER: DB = BENCH MARK DISK
 TE1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1041_STAMPING: N 415 1964
 TE1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1041+STABILITY: SURFACE MOTION
 TE1041
 TE1041  HISTORY     - Date     Condition        Report By
 TE1041  HISTORY     - 1964     MONUMENTED       CGS
 TE1041
 TE1041                          STATION DESCRIPTION
 TE1041
 TE1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1041'5.3 MI NW FROM DERRICK.
 TE1041'ABOUT 2.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1041'STATION AT DERRICK, THENCE 2.6 MILES NORTH ALONG A GRAVELED ROAD, IN
 TE1041'SECTION 2, T 158 N, R 62 W, 74 FEET WEST OF THE CENTER LINE OF THE
 TE1041'ROAD, 87 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD,
 TE1041'1 FOOT SOUTH OF A POWER POLE, 0.9 FOOT NORTH OF A METAL WITNESS POST,
 TE1041'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TE1041'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0523 ***********************************************************************
 TE0523  DESIGNATION -  N 416
 TE0523  PID         -  TE0523
 TE0523  STATE/COUNTY-  ND/WALSH
 TE0523  USGS QUAD   -  ADAMS SE (1972)
 TE0523
 TE0523                         *CURRENT SURVEY CONTROL
 TE0523  ___________________________________________________________________
 TE0523* NAD 83(1986)-  48 21 13.     (N)    098 04 35.     (W)     SCALED    
 TE0523* NAVD 88     -       481.646  (meters)    1580.20   (feet)  ADJUSTED  
 TE0523  ___________________________________________________________________
 TE0523  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 TE0523  DYNAMIC HT  -         481.737 (meters)    1580.50  (feet)  COMP
 TE0523  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 TE0523
 TE0523  VERT ORDER  -  SECOND    CLASS 0
 TE0523
 TE0523.The horizontal coordinates were scaled from a topographic map and have
 TE0523.an estimated accuracy of +/- 6 seconds.
 TE0523
 TE0523.The orthometric height was determined by differential leveling
 TE0523.and adjusted by the National Geodetic Survey in June 1991..
 TE0523
 TE0523.The geoid height was determined by GEOID03.
 TE0523
 TE0523.The dynamic height is computed by dividing the NAVD 88
 TE0523.geopotential number by the normal gravity value computed on the
 TE0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0523.degrees latitude (g = 980.6199 gals.).
 TE0523
 TE0523.The modeled gravity was interpolated from observed gravity values.
 TE0523
 TE0523;                    North         East    Units  Estimated Accuracy
 TE0523;SPC ND N     -   153,320.      779,580.      MT  (+/- 180 meters Scaled)
 TE0523
 TE0523                          SUPERSEDED SURVEY CONTROL
 TE0523
 TE0523  NGVD 29 (??/??/92)  481.267  (m)         1578.96   (f) ADJ UNCH    2 0
 TE0523
 TE0523.Superseded values are not recommended for survey control.
 TE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0523.See file dsdata.txt to determine how the superseded data were derived.
 TE0523
 TE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU684560(NAD 83)
 TE0523_MARKER: DB = BENCH MARK DISK
 TE0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0523_STAMPING: N 416 1964
 TE0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0523+STABILITY: SURFACE MOTION
 TE0523
 TE0523  HISTORY     - Date     Condition        Report By
 TE0523  HISTORY     - 1964     MONUMENTED       CGS
 TE0523  HISTORY     - 1968     GOOD             DOD
 TE0523
 TE0523                          STATION DESCRIPTION
 TE0523
 TE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0523'4.8 MI S FROM ADAMS.
 TE0523'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 17 FROM THE SOO LINE RAILROAD
 TE0523'CROSSING AT ADAMS, THENCE 4.0 MILES SOUTH ALONG COUNTY ROAD 16, IN
 TE0523'SECTION 10, T 156 N, R 58 W, 50 FEET WEST OF THE CENTER LINE OF THE
 TE0523'ROAD, 78 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD,
 TE0523'3 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 2.3 FEET
 TE0523'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 TE0523'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS NOW 3
 TE0523'FT. S OF THE SINGLE GUY WIRE OF THE RELOCATED POWER POLE.
 TE0523
 TE0523                          STATION RECOVERY (1968)
 TE0523
 TE0523'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0398 ***********************************************************************
 TD0398  DESIGNATION -  N 417
 TD0398  PID         -  TD0398
 TD0398  STATE/COUNTY-  ND/WALSH
 TD0398  USGS QUAD   -  EDINBURG NW (1972)
 TD0398
 TD0398                         *CURRENT SURVEY CONTROL
 TD0398  ___________________________________________________________________
 TD0398* NAD 83(1986)-  48 29 33.     (N)    097 55 37.     (W)     SCALED    
 TD0398* NAVD 88     -       396.550  (meters)    1301.01   (feet)  ADJUSTED  
 TD0398  ___________________________________________________________________
 TD0398  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 TD0398  DYNAMIC HT  -         396.631 (meters)    1301.28  (feet)  COMP
 TD0398  MODELED GRAV-     980,802.7   (mgal)                       NAVD 88
 TD0398
 TD0398  VERT ORDER  -  SECOND    CLASS 0
 TD0398
 TD0398.The horizontal coordinates were scaled from a topographic map and have
 TD0398.an estimated accuracy of +/- 6 seconds.
 TD0398
 TD0398.The orthometric height was determined by differential leveling
 TD0398.and adjusted by the National Geodetic Survey in June 1991..
 TD0398
 TD0398.The geoid height was determined by GEOID03.
 TD0398
 TD0398.The dynamic height is computed by dividing the NAVD 88
 TD0398.geopotential number by the normal gravity value computed on the
 TD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0398.degrees latitude (g = 980.6199 gals.).
 TD0398
 TD0398.The modeled gravity was interpolated from observed gravity values.
 TD0398
 TD0398;                    North         East    Units  Estimated Accuracy
 TD0398;SPC ND N     -   169,120.      790,140.      MT  (+/- 180 meters Scaled)
 TD0398
 TD0398                          SUPERSEDED SURVEY CONTROL
 TD0398
 TD0398  NGVD 29 (??/??/92)  396.179  (m)         1299.80   (f) ADJ UNCH    2 0
 TD0398
 TD0398.Superseded values are not recommended for survey control.
 TD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0398.See file dsdata.txt to determine how the superseded data were derived.
 TD0398
 TD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU792715(NAD 83)
 TD0398_MARKER: DB = BENCH MARK DISK
 TD0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0398_STAMPING: N 417 1964
 TD0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0398+STABILITY: SURFACE MOTION
 TD0398
 TD0398  HISTORY     - Date     Condition        Report By
 TD0398  HISTORY     - 1964     MONUMENTED       CGS
 TD0398
 TD0398                          STATION DESCRIPTION
 TD0398
 TD0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0398'3.1 MI W FROM EDINBURG.
 TD0398'ABOUT 3.1 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0398'EDINBURG, IN SECTION 24, T 158 N, R 57 W, 69 FEET NORTHWEST OF THE
 TD0398'CENTER OF AN INTERSECTION OF COUNTY ROAD 9 AND A GRAVELED ROAD, 59
 TD0398'FEET NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 35 FEET WEST OF THE
 TD0398'CENTER LINE OF THE GRAVELED ROAD, 5 FEET NORTH OF A POWER POLE, 1.4
 TD0398'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 TD0398'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0557 ***********************************************************************
 TD0557  DESIGNATION -  N 418
 TD0557  PID         -  TD0557
 TD0557  STATE/COUNTY-  ND/WALSH
 TD0557  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0557
 TD0557                         *CURRENT SURVEY CONTROL
 TD0557  ___________________________________________________________________
 TD0557* NAD 83(1986)-  48 19 41.     (N)    097 51 36.     (W)     SCALED    
 TD0557* NAVD 88     -       359.619  (meters)    1179.85   (feet)  ADJUSTED  
 TD0557  ___________________________________________________________________
 TD0557  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 TD0557  DYNAMIC HT  -         359.698 (meters)    1180.11  (feet)  COMP
 TD0557  MODELED GRAV-     980,819.6   (mgal)                       NAVD 88
 TD0557
 TD0557  VERT ORDER  -  SECOND    CLASS 0
 TD0557
 TD0557.The horizontal coordinates were scaled from a topographic map and have
 TD0557.an estimated accuracy of +/- 6 seconds.
 TD0557
 TD0557.The orthometric height was determined by differential leveling
 TD0557.and adjusted by the National Geodetic Survey in June 1991..
 TD0557
 TD0557.The geoid height was determined by GEOID03.
 TD0557
 TD0557.The dynamic height is computed by dividing the NAVD 88
 TD0557.geopotential number by the normal gravity value computed on the
 TD0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0557.degrees latitude (g = 980.6199 gals.).
 TD0557
 TD0557.The modeled gravity was interpolated from observed gravity values.
 TD0557
 TD0557;                    North         East    Units  Estimated Accuracy
 TD0557;SPC ND N     -   151,010.      795,710.      MT  (+/- 180 meters Scaled)
 TD0557
 TD0557                          SUPERSEDED SURVEY CONTROL
 TD0557
 TD0557  NGVD 29 (??/??/92)  359.267  (m)         1178.70   (f) ADJ UNCH    2 0
 TD0557
 TD0557.Superseded values are not recommended for survey control.
 TD0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0557.See file dsdata.txt to determine how the superseded data were derived.
 TD0557
 TD0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU844533(NAD 83)
 TD0557_MARKER: DB = BENCH MARK DISK
 TD0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0557_SP_SET: BRIDGE
 TD0557_STAMPING: N 418 1964
 TD0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0557
 TD0557  HISTORY     - Date     Condition        Report By
 TD0557  HISTORY     - 1964     MONUMENTED       CGS
 TD0557  HISTORY     - 1983     GOOD             LOCSUR
 TD0557
 TD0557                          STATION DESCRIPTION
 TD0557
 TD0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0557'4.1 MI NE FROM LANKIN.
 TD0557'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0557'ELEVATOR AT LANKIN, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 32, IN
 TD0557'S 17, T 156 N, R 56 W, 17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 TD0557'SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE GUARD RAIL
 TD0557'FOUNDATION OF AN 80-FOOT CONCRETE BRIDGE OVER THE MIDDLE BRANCH FOREST
 TD0557'RIVER, 1 FOOT NORTH OF THE SOUTH END OF THE GUARD RAIL, AND ABOUT 1
 TD0557'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 TD0557
 TD0557                          STATION RECOVERY (1983)
 TD0557
 TD0557'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TD0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0455 ***********************************************************************
 TD0455  DESIGNATION -  N 419
 TD0455  PID         -  TD0455
 TD0455  STATE/COUNTY-  ND/WALSH
 TD0455  USGS QUAD   -  LANKIN (1972)
 TD0455
 TD0455                         *CURRENT SURVEY CONTROL
 TD0455  ___________________________________________________________________
 TD0455* NAD 83(1986)-  48 18 38.     (N)    097 52 56.     (W)     SCALED    
 TD0455* NAVD 88     -       377.248  (meters)    1237.69   (feet)  ADJUSTED  
 TD0455  ___________________________________________________________________
 TD0455  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 TD0455  DYNAMIC HT  -         377.330 (meters)    1237.96  (feet)  COMP
 TD0455  MODELED GRAV-     980,816.7   (mgal)                       NAVD 88
 TD0455
 TD0455  VERT ORDER  -  SECOND    CLASS 0
 TD0455
 TD0455.The horizontal coordinates were scaled from a topographic map and have
 TD0455.an estimated accuracy of +/- 6 seconds.
 TD0455
 TD0455.The orthometric height was determined by differential leveling
 TD0455.and adjusted by the National Geodetic Survey in June 1991..
 TD0455
 TD0455.The geoid height was determined by GEOID03.
 TD0455
 TD0455.The dynamic height is computed by dividing the NAVD 88
 TD0455.geopotential number by the normal gravity value computed on the
 TD0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0455.degrees latitude (g = 980.6199 gals.).
 TD0455
 TD0455.The modeled gravity was interpolated from observed gravity values.
 TD0455
 TD0455;                    North         East    Units  Estimated Accuracy
 TD0455;SPC ND N     -   149,010.      794,130.      MT  (+/- 180 meters Scaled)
 TD0455
 TD0455                          SUPERSEDED SURVEY CONTROL
 TD0455
 TD0455  NGVD 29 (??/??/92)  376.895  (m)         1236.53   (f) ADJ UNCH    2 0
 TD0455
 TD0455.Superseded values are not recommended for survey control.
 TD0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0455.See file dsdata.txt to determine how the superseded data were derived.
 TD0455
 TD0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU828514(NAD 83)
 TD0455_MARKER: DB = BENCH MARK DISK
 TD0455_SETTING: 80 = SET IN A BOULDER
 TD0455_SP_SET: BOULDER
 TD0455_STAMPING: N 419 1964
 TD0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0455+STABILITY: SURFACE MOTION
 TD0455
 TD0455  HISTORY     - Date     Condition        Report By
 TD0455  HISTORY     - 1964     MONUMENTED       CGS
 TD0455  HISTORY     - 1968     GOOD             USAF
 TD0455  HISTORY     - 1980     GOOD             LOCSUR
 TD0455
 TD0455                          STATION DESCRIPTION
 TD0455
 TD0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0455'1.9 MI E FROM LANKIN.
 TD0455'ABOUT 1.9 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0455'ELEVATOR AT LANKIN, IN S 30, T 156 N, R 56 W, 79 FEET SOUTHWEST OF THE
 TD0455'CENTER OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH, 55 FEET SOUTH
 TD0455'OF THE CENTER LINE OF THE ROAD LEADING WEST, 57 FEET WEST OF THE
 TD0455'CENTER LINE OF THE ROAD LEADING SOUTH, SET IN THE TOP OF AN EMBEDDED
 TD0455'GRANITE BOULDER WHICH HAS AN EXPOSED PORTION THAT IS ABOUT 4 FEET
 TD0455'LONG, 2 FEET WIDE AND ABOUT 1 FOOT HIGH, 2 FEET NORTHEAST OF A FENCE
 TD0455'LINE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD LEADING WEST.
 TD0455
 TD0455                          STATION RECOVERY (1968)
 TD0455
 TD0455'RECOVERY NOTE BY US AIR FORCE 1968
 TD0455'RECOVERED IN GOOD CONDITION.
 TD0455
 TD0455                          STATION RECOVERY (1980)
 TD0455
 TD0455'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TD0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0028 ***********************************************************************
 RR0028  DESIGNATION -  N 42
 RR0028  PID         -  RR0028
 RR0028  STATE/COUNTY-  ND/EMMONS
 RR0028  USGS QUAD   -  DANA (1975)
 RR0028
 RR0028                         *CURRENT SURVEY CONTROL
 RR0028  ___________________________________________________________________
 RR0028* NAD 83(1986)-  46 35 31.     (N)    100 09 15.     (W)     SCALED    
 RR0028* NAVD 88     -       571.733  (meters)    1875.76   (feet)  ADJUSTED  
 RR0028  ___________________________________________________________________
 RR0028  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RR0028  DYNAMIC HT  -         571.732 (meters)    1875.76  (feet)  COMP
 RR0028  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 RR0028
 RR0028  VERT ORDER  -  SECOND    CLASS 0
 RR0028
 RR0028.The horizontal coordinates were scaled from a topographic map and have
 RR0028.an estimated accuracy of +/- 6 seconds.
 RR0028
 RR0028.The orthometric height was determined by differential leveling
 RR0028.and adjusted by the National Geodetic Survey in June 1991..
 RR0028
 RR0028.The geoid height was determined by GEOID03.
 RR0028
 RR0028.The dynamic height is computed by dividing the NAVD 88
 RR0028.geopotential number by the normal gravity value computed on the
 RR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0028.degrees latitude (g = 980.6199 gals.).
 RR0028
 RR0028.The modeled gravity was interpolated from observed gravity values.
 RR0028
 RR0028;                    North         East    Units  Estimated Accuracy
 RR0028;SPC ND S     -   102,910.      626,500.      MT  (+/- 180 meters Scaled)
 RR0028
 RR0028                          SUPERSEDED SURVEY CONTROL
 RR0028
 RR0028  NGVD 29 (??/??/92)  571.308  (m)         1874.37   (f) ADJ UNCH    2 0
 RR0028
 RR0028.Superseded values are not recommended for survey control.
 RR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0028.See file dsdata.txt to determine how the superseded data were derived.
 RR0028
 RR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS115604(NAD 83)
 RR0028_MARKER: DB = BENCH MARK DISK
 RR0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0028_STAMPING: N-42 1934
 RR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0028+STABILITY: SURFACE MOTION
 RR0028
 RR0028  HISTORY     - Date     Condition        Report By
 RR0028  HISTORY     - 1934     MONUMENTED       CGS
 RR0028  HISTORY     - 1959     GOOD             NGS
 RR0028
 RR0028                          STATION DESCRIPTION
 RR0028
 RR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0028'3.7 MI NW FROM BRADDOCK.
 RR0028'3.7 MILES NORTHWEST OF DEPOT AT ALONG THE SOO LINE RAILWAY, 2 POLES
 RR0028'SOUTHEAST OF MILEPOLE NO 383.  SET IN POST, 2 FEET ABOVE RAIL LEVEL AT
 RR0028'SOUTHEAST END OF OPEN CUT, 7 FEET SOUTHWEST OF POLE AND 42 FEET
 RR0028'NORTHEAST OF CENTERLINE OF TRACK.
 RR0028
 RR0028                          STATION RECOVERY (1959)
 RR0028
 RR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RR0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0456 ***********************************************************************
 TD0456  DESIGNATION -  N 420
 TD0456  PID         -  TD0456
 TD0456  STATE/COUNTY-  ND/WALSH
 TD0456  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0456
 TD0456                         *CURRENT SURVEY CONTROL
 TD0456  ___________________________________________________________________
 TD0456* NAD 83(1986)-  48 18 38.     (N)    097 52 16.     (W)     SCALED    
 TD0456* NAVD 88     -       361.303  (meters)    1185.37   (feet)  ADJUSTED  
 TD0456  ___________________________________________________________________
 TD0456  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 TD0456  DYNAMIC HT  -         361.382 (meters)    1185.63  (feet)  COMP
 TD0456  MODELED GRAV-     980,820.0   (mgal)                       NAVD 88
 TD0456
 TD0456  VERT ORDER  -  SECOND    CLASS 0
 TD0456
 TD0456.The horizontal coordinates were scaled from a topographic map and have
 TD0456.an estimated accuracy of +/- 6 seconds.
 TD0456
 TD0456.The orthometric height was determined by differential leveling
 TD0456.and adjusted by the National Geodetic Survey in June 1991..
 TD0456
 TD0456.The geoid height was determined by GEOID03.
 TD0456
 TD0456.The dynamic height is computed by dividing the NAVD 88
 TD0456.geopotential number by the normal gravity value computed on the
 TD0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0456.degrees latitude (g = 980.6199 gals.).
 TD0456
 TD0456.The modeled gravity was interpolated from observed gravity values.
 TD0456
 TD0456;                    North         East    Units  Estimated Accuracy
 TD0456;SPC ND N     -   149,040.      794,950.      MT  (+/- 180 meters Scaled)
 TD0456
 TD0456                          SUPERSEDED SURVEY CONTROL
 TD0456
 TD0456  NGVD 29 (??/??/92)  360.951  (m)         1184.22   (f) ADJ UNCH    2 0
 TD0456
 TD0456.Superseded values are not recommended for survey control.
 TD0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0456.See file dsdata.txt to determine how the superseded data were derived.
 TD0456
 TD0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU837514(NAD 83)
 TD0456_MARKER: DB = BENCH MARK DISK
 TD0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0456_STAMPING: N 420 1964
 TD0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0456+STABILITY: SURFACE MOTION
 TD0456
 TD0456  HISTORY     - Date     Condition        Report By
 TD0456  HISTORY     - 1964     MONUMENTED       CGS
 TD0456
 TD0456                          STATION DESCRIPTION
 TD0456
 TD0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0456'2.4 MI E FROM LANKIN.
 TD0456'ABOUT 2.4 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0456'ELEVATOR AT LANKIN, IN S 29, T 156 N, R 56 W, ABOUT 0.5 MILE WEST OF
 TD0456'THE INTERSECTION OF STATE HIGHWAY 32, AT THE JUNCTION OF A GRAVELED
 TD0456'DRIVE LEADING SOUTH, 118 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 61
 TD0456'FEET EAST OF THE CENTER LINE OF THE DRIVE, 1.5 FEET NORTH OF A METAL
 TD0456'WITNESS POST, ABOUT LEVEL WITH THE DRIVE, ABOUT 2 FEET BELOW THE LEVEL
 TD0456'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TD0456'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0356 ***********************************************************************
 RQ0356  DESIGNATION -  N 43
 RQ0356  PID         -  RQ0356
 RQ0356  STATE/COUNTY-  ND/LA MOURE
 RQ0356  USGS QUAD   -  FREDONIA (1982)
 RQ0356
 RQ0356                         *CURRENT SURVEY CONTROL
 RQ0356  ___________________________________________________________________
 RQ0356* NAD 83(1986)-  46 18 38.     (N)    099 00 24.     (W)     SCALED    
 RQ0356* NAVD 88     -       613.219  (meters)    2011.87   (feet)  ADJUSTED  
 RQ0356  ___________________________________________________________________
 RQ0356  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 RQ0356  DYNAMIC HT  -         613.191 (meters)    2011.78  (feet)  COMP
 RQ0356  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 RQ0356
 RQ0356  VERT ORDER  -  SECOND    CLASS 0
 RQ0356
 RQ0356.The horizontal coordinates were scaled from a topographic map and have
 RQ0356.an estimated accuracy of +/- 6 seconds.
 RQ0356
 RQ0356.The orthometric height was determined by differential leveling
 RQ0356.and adjusted by the National Geodetic Survey in June 1991..
 RQ0356
 RQ0356.The geoid height was determined by GEOID03.
 RQ0356
 RQ0356.The dynamic height is computed by dividing the NAVD 88
 RQ0356.geopotential number by the normal gravity value computed on the
 RQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0356.degrees latitude (g = 980.6199 gals.).
 RQ0356
 RQ0356.The modeled gravity was interpolated from observed gravity values.
 RQ0356
 RQ0356;                    North         East    Units  Estimated Accuracy
 RQ0356;SPC ND S     -    72,670.      715,020.      MT  (+/- 180 meters Scaled)
 RQ0356
 RQ0356                          SUPERSEDED SURVEY CONTROL
 RQ0356
 RQ0356  NGVD 29 (??/??/92)  612.779  (m)         2010.43   (f) ADJ UNCH    2 0
 RQ0356
 RQ0356.Superseded values are not recommended for survey control.
 RQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0356.See file dsdata.txt to determine how the superseded data were derived.
 RQ0356
 RQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS994285(NAD 83)
 RQ0356_MARKER: DB = BENCH MARK DISK
 RQ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0356_STAMPING: N 43 1934
 RQ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0356+STABILITY: SURFACE MOTION
 RQ0356
 RQ0356  HISTORY     - Date     Condition        Report By
 RQ0356  HISTORY     - 1934     MONUMENTED       CGS
 RQ0356
 RQ0356                          STATION DESCRIPTION
 RQ0356
 RQ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0356'2.7 MI NW FROM KULM.
 RQ0356'2.7 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0356'MARIE RAILROAD FROM THE STATION AT KULM, LA MOURE COUNTY, AT MILEPOST
 RQ0356'313, ONE POLE WEST OF CULVERT 319 R, 2 POLES EAST OF THE SNOW FENCE,
 RQ0356'39 FEET NORTH OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF A POLE,
 RQ0356'AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED N 43
 RQ0356'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS,
 RQ0356'ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0545 ***********************************************************************
 SL0545  DESIGNATION -  N 434
 SL0545  PID         -  SL0545
 SL0545  STATE/COUNTY-  ND/TRAILL
 SL0545  USGS QUAD   -  MAYVILLE SOUTH (1981)
 SL0545
 SL0545                         *CURRENT SURVEY CONTROL
 SL0545  ___________________________________________________________________
 SL0545* NAD 83(1986)-  47 29 51.     (N)    097 15 42.     (W)     SCALED    
 SL0545* NAVD 88     -       294.027  (meters)     964.65   (feet)  ADJUSTED  
 SL0545  ___________________________________________________________________
 SL0545  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 SL0545  DYNAMIC HT  -         294.066 (meters)     964.78  (feet)  COMP
 SL0545  MODELED GRAV-     980,737.7   (mgal)                       NAVD 88
 SL0545
 SL0545  VERT ORDER  -  SECOND    CLASS 0
 SL0545
 SL0545.The horizontal coordinates were scaled from a topographic map and have
 SL0545.an estimated accuracy of +/- 6 seconds.
 SL0545
 SL0545.The orthometric height was determined by differential leveling
 SL0545.and adjusted by the National Geodetic Survey in June 1991..
 SL0545
 SL0545.The geoid height was determined by GEOID03.
 SL0545
 SL0545.The dynamic height is computed by dividing the NAVD 88
 SL0545.geopotential number by the normal gravity value computed on the
 SL0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0545.degrees latitude (g = 980.6199 gals.).
 SL0545
 SL0545.The modeled gravity was interpolated from observed gravity values.
 SL0545
 SL0545;                    North         East    Units  Estimated Accuracy
 SL0545;SPC ND N     -    60,440.      843,920.      MT  (+/- 180 meters Scaled)
 SL0545
 SL0545                          SUPERSEDED SURVEY CONTROL
 SL0545
 SL0545  NGVD 29 (??/??/92)  293.681  (m)          963.52   (f) ADJ UNCH    2 0
 SL0545
 SL0545.Superseded values are not recommended for survey control.
 SL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0545.See file dsdata.txt to determine how the superseded data were derived.
 SL0545
 SL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT309619(NAD 83)
 SL0545_MARKER: DB = BENCH MARK DISK
 SL0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0545_STAMPING: N 434 1964
 SL0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0545+STABILITY: SURFACE MOTION
 SL0545
 SL0545  HISTORY     - Date     Condition        Report By
 SL0545  HISTORY     - 1964     MONUMENTED       CGS
 SL0545
 SL0545                          STATION DESCRIPTION
 SL0545
 SL0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0545'3.0 MI E FROM MAYVILLE.
 SL0545'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0545'MAYVILLE, THENCE 2.9 MILES EAST ALONG STATE HIGWAY 7, IN S 2, T 146 N,
 SL0545'R 52 W, 101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 56 FEET EAST
 SL0545'OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH TO TREE, 16 FEET
 SL0545'EAST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 1.4 FEET WEST OF A
 SL0545'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 SL0545'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0012 ***********************************************************************
 RQ0012  DESIGNATION -  N 435
 RQ0012  PID         -  RQ0012
 RQ0012  STATE/COUNTY-  ND/BARNES
 RQ0012  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0012
 RQ0012                         *CURRENT SURVEY CONTROL
 RQ0012  ___________________________________________________________________
 RQ0012* NAD 83(1986)-  46 55 16.     (N)    098 07 21.     (W)     SCALED    
 RQ0012* NAVD 88     -       434.591  (meters)    1425.82   (feet)  ADJUSTED  
 RQ0012  ___________________________________________________________________
 RQ0012  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RQ0012  DYNAMIC HT  -         434.622 (meters)    1425.92  (feet)  COMP
 RQ0012  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 RQ0012
 RQ0012  VERT ORDER  -  FIRST     CLASS II
 RQ0012
 RQ0012.The horizontal coordinates were scaled from a topographic map and have
 RQ0012.an estimated accuracy of +/- 6 seconds.
 RQ0012
 RQ0012.The orthometric height was determined by differential leveling
 RQ0012.and adjusted by the National Geodetic Survey in June 1991..
 RQ0012
 RQ0012.The geoid height was determined by GEOID03.
 RQ0012
 RQ0012.The dynamic height is computed by dividing the NAVD 88
 RQ0012.geopotential number by the normal gravity value computed on the
 RQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0012.degrees latitude (g = 980.6199 gals.).
 RQ0012
 RQ0012.The modeled gravity was interpolated from observed gravity values.
 RQ0012
 RQ0012;                    North         East    Units  Estimated Accuracy
 RQ0012;SPC ND S     -   142,180.      781,050.      MT  (+/- 180 meters Scaled)
 RQ0012
 RQ0012                          SUPERSEDED SURVEY CONTROL
 RQ0012
 RQ0012  NGVD 29 (??/??/92)  434.219  (m)         1424.60   (f) ADJ UNCH    1 2
 RQ0012
 RQ0012.Superseded values are not recommended for survey control.
 RQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0012.See file dsdata.txt to determine how the superseded data were derived.
 RQ0012
 RQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS668967(NAD 83)
 RQ0012_MARKER: DB = BENCH MARK DISK
 RQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0012_STAMPING: N 435 1964
 RQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0012+STABILITY: SURFACE MOTION
 RQ0012
 RQ0012  HISTORY     - Date     Condition        Report By
 RQ0012  HISTORY     - 1964     MONUMENTED       CGS
 RQ0012
 RQ0012                          STATION DESCRIPTION
 RQ0012
 RQ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0012'5.9 MI SE FROM SANBORN.
 RQ0012'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0012'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0012'THENCE 1.05 MILES SOUTH ALONG A SECTION LINE TRAIL ROAD, IN S 22, T
 RQ0012'140 N, R 59 W, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 32 FEET
 RQ0012'NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING EAST, 7 FEET NORTH OF
 RQ0012'A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A METAL
 RQ0012'WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROADS, AND SET IN THE TOP OF
 RQ0012'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0153 ***********************************************************************
 TF0153  DESIGNATION -  N 436
 TF0153  PID         -  TF0153
 TF0153  STATE/COUNTY-  ND/PIERCE
 TF0153  USGS QUAD   -  TUNBRIDGE (1980)
 TF0153
 TF0153                         *CURRENT SURVEY CONTROL
 TF0153  ___________________________________________________________________
 TF0153* NAD 83(1986)-  48 22 13.     (N)    100 00 21.     (W)     SCALED    
 TF0153* NAVD 88     -       474.124  (meters)    1555.52   (feet)  ADJUSTED  
 TF0153  ___________________________________________________________________
 TF0153  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 TF0153  DYNAMIC HT  -         474.219 (meters)    1555.83  (feet)  COMP
 TF0153  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TF0153
 TF0153  VERT ORDER  -  FIRST     CLASS II
 TF0153
 TF0153.The horizontal coordinates were scaled from a topographic map and have
 TF0153.an estimated accuracy of +/- 6 seconds.
 TF0153
 TF0153.The orthometric height was determined by differential leveling
 TF0153.and adjusted by the National Geodetic Survey in June 1991..
 TF0153
 TF0153.The geoid height was determined by GEOID03.
 TF0153
 TF0153.The dynamic height is computed by dividing the NAVD 88
 TF0153.geopotential number by the normal gravity value computed on the
 TF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0153.degrees latitude (g = 980.6199 gals.).
 TF0153
 TF0153.The modeled gravity was interpolated from observed gravity values.
 TF0153
 TF0153;                    North         East    Units  Estimated Accuracy
 TF0153;SPC ND N     -   152,470.      636,610.      MT  (+/- 180 meters Scaled)
 TF0153
 TF0153                          SUPERSEDED SURVEY CONTROL
 TF0153
 TF0153  NGVD 29 (??/??/92)  473.768  (m)         1554.35   (f) ADJ UNCH    1 2
 TF0153
 TF0153.Superseded values are not recommended for survey control.
 TF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0153.See file dsdata.txt to determine how the superseded data were derived.
 TF0153
 TF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU255579(NAD 83)
 TF0153_MARKER: DB = BENCH MARK DISK
 TF0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0153_SP_SET: CONCRETE BASE
 TF0153_STAMPING: N 436 1964
 TF0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0153
 TF0153  HISTORY     - Date     Condition        Report By
 TF0153  HISTORY     - 1964     MONUMENTED       CGS
 TF0153  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0153
 TF0153                          STATION DESCRIPTION
 TF0153
 TF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0153'0.5 MI W FROM RUGBY.
 TF0153'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0153'AT RUGBY, IN S 2, T 156 N, R 73 W. 8 POLES EAST OF MILEPOST 143, AT
 TF0153'THE Y-JUNCTION OF A SPUR TRACK LEADING NORTHWEST, SET IN THE TOP OF
 TF0153'THE SOUTHWEST CONCRETE BASE OF AN ABANDONED WATER TANK, 166 FEET NORTH
 TF0153'OF THE NORTH RAIL OF THE MAIN TRACK, 184 FEET EAST OF THE NORTHEAST
 TF0153'CORNER OF A MAINTENANCE BUILDING, 100 FEET SOUTHWEST OF THE SOUTHWEST
 TF0153'RAIL ALONG THE NORTHEAST SIDE OF THE Y, 48 FEET EAST OF A POWER POLE
 TF0153'BEARING A TRANSFORMER, 37 FEET NORTH OF THE NORTH RAIL OF A SIDE
 TF0153'TRACK, ABOUT LEVEL WITH THE TRACK, AND PROJECTING 1 INCH.
 TF0153
 TF0153                          STATION RECOVERY (1982)
 TF0153
 TF0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0153'NOT RECOVERED, WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0267 ***********************************************************************
 TF0267  DESIGNATION -  N 437
 TF0267  PID         -  TF0267
 TF0267  STATE/COUNTY-  ND/MCHENRY
 TF0267  USGS QUAD   -  DENBIGH (1981)
 TF0267
 TF0267                         *CURRENT SURVEY CONTROL
 TF0267  ___________________________________________________________________
 TF0267* NAD 83(1986)-  48 19 27.     (N)    100 31 45.     (W)     SCALED    
 TF0267* NAVD 88     -       450.837  (meters)    1479.12   (feet)  ADJUSTED  
 TF0267  ___________________________________________________________________
 TF0267  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0267  DYNAMIC HT  -         450.923 (meters)    1479.40  (feet)  COMP
 TF0267  MODELED GRAV-     980,787.0   (mgal)                       NAVD 88
 TF0267
 TF0267  VERT ORDER  -  FIRST     CLASS II
 TF0267
 TF0267.The horizontal coordinates were scaled from a topographic map and have
 TF0267.an estimated accuracy of +/- 6 seconds.
 TF0267
 TF0267.The orthometric height was determined by differential leveling
 TF0267.and adjusted by the National Geodetic Survey in June 1991..
 TF0267
 TF0267.The geoid height was determined by GEOID03.
 TF0267
 TF0267.The dynamic height is computed by dividing the NAVD 88
 TF0267.geopotential number by the normal gravity value computed on the
 TF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0267.degrees latitude (g = 980.6199 gals.).
 TF0267
 TF0267.The modeled gravity was interpolated from observed gravity values.
 TF0267
 TF0267;                    North         East    Units  Estimated Accuracy
 TF0267;SPC ND N     -   147,220.      597,840.      MT  (+/- 180 meters Scaled)
 TF0267
 TF0267                          SUPERSEDED SURVEY CONTROL
 TF0267
 TF0267  NGVD 29 (??/??/92)  450.454  (m)         1477.86   (f) ADJ UNCH    1 2
 TF0267
 TF0267.Superseded values are not recommended for survey control.
 TF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0267.See file dsdata.txt to determine how the superseded data were derived.
 TF0267
 TF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU866534(NAD 83)
 TF0267_MARKER: DB = BENCH MARK DISK
 TF0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0267_STAMPING: N 437 1964
 TF0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0267+STABILITY: SURFACE MOTION
 TF0267
 TF0267  HISTORY     - Date     Condition        Report By
 TF0267  HISTORY     - 1964     MONUMENTED       CGS
 TF0267  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0267
 TF0267                          STATION DESCRIPTION
 TF0267
 TF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0267'2.9 MI E FROM DENBIGH.
 TF0267'ABOUT 2.9 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0267'AT DENBIGH, IN S 23, T 156 N, R 77 W, AT A PRIVATE ROAD CROSSING, 8
 TF0267'POLES WEST OF MILEPOST 167, 109 FEET SOUTH OF THE SOUTH RAIL, 26 FEET
 TF0267'WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 8 1/2 FEET SOUTHWEST OF A
 TF0267'TELEGRAPH POLE, 12 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A
 TF0267'FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 TF0267'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0267'INCHES.
 TF0267
 TF0267                          STATION RECOVERY (1982)
 TF0267
 TF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0267'NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0125 ***********************************************************************
 RQ0125  DESIGNATION -  N 44
 RQ0125  PID         -  RQ0125
 RQ0125  STATE/COUNTY-  ND/LA MOURE
 RQ0125  USGS QUAD   -  MEDBERRY (1982)
 RQ0125
 RQ0125                         *CURRENT SURVEY CONTROL
 RQ0125  ___________________________________________________________________
 RQ0125* NAD 83(1986)-  46 22 37.     (N)    098 32 11.     (W)     SCALED    
 RQ0125* NAVD 88     -       453.093  (meters)    1486.52   (feet)  ADJUSTED  
 RQ0125  ___________________________________________________________________
 RQ0125  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 RQ0125  DYNAMIC HT  -         453.095 (meters)    1486.53  (feet)  COMP
 RQ0125  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 RQ0125
 RQ0125  VERT ORDER  -  SECOND    CLASS 0
 RQ0125
 RQ0125.The horizontal coordinates were scaled from a topographic map and have
 RQ0125.an estimated accuracy of +/- 6 seconds.
 RQ0125
 RQ0125.The orthometric height was determined by differential leveling
 RQ0125.and adjusted by the National Geodetic Survey in June 1991..
 RQ0125
 RQ0125.The geoid height was determined by GEOID03.
 RQ0125
 RQ0125.The dynamic height is computed by dividing the NAVD 88
 RQ0125.geopotential number by the normal gravity value computed on the
 RQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0125.degrees latitude (g = 980.6199 gals.).
 RQ0125
 RQ0125.The modeled gravity was interpolated from observed gravity values.
 RQ0125
 RQ0125;                    North         East    Units  Estimated Accuracy
 RQ0125;SPC ND S     -    80,840.      751,050.      MT  (+/- 180 meters Scaled)
 RQ0125
 RQ0125                          SUPERSEDED SURVEY CONTROL
 RQ0125
 RQ0125  NGVD 29 (??/??/92)  452.743  (m)         1485.37   (f) ADJ UNCH    2 0
 RQ0125
 RQ0125.Superseded values are not recommended for survey control.
 RQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0125.See file dsdata.txt to determine how the superseded data were derived.
 RQ0125
 RQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS356360(NAD 83)
 RQ0125_MARKER: DB = BENCH MARK DISK
 RQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0125_STAMPING: N 44 1934
 RQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0125+STABILITY: SURFACE MOTION
 RQ0125
 RQ0125  HISTORY     - Date     Condition        Report By
 RQ0125  HISTORY     - 1934     MONUMENTED       CGS
 RQ0125  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0125
 RQ0125                          STATION DESCRIPTION
 RQ0125
 RQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0125'2.1 MI W FROM BERLIN.
 RQ0125'2.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0125'BERLIN, LA MOURE COUNTY, 8 POLES WEST OF MILEPOST 99, AT A ROAD
 RQ0125'CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTH OF
 RQ0125'THE CENTERLINE OF THE TRACK, 6 FEET WEST OF A RIGHT-OF-WAY FENCE
 RQ0125'CORNER AND ABOUT 3 FEET LOWER THAN THE TRACKS.  A STANDARD DISK,
 RQ0125'STAMPED N 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RQ0125
 RQ0125                          STATION RECOVERY (1977)
 RQ0125
 RQ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0740 ***********************************************************************
 SL0740  DESIGNATION -  N 441
 SL0740  PID         -  SL0740
 SL0740  STATE/COUNTY-  ND/STEELE
 SL0740  USGS QUAD   -  BLABON (1967)
 SL0740
 SL0740                         *CURRENT SURVEY CONTROL
 SL0740  ___________________________________________________________________
 SL0740* NAD 83(1986)-  47 23 53.     (N)    097 50 08.     (W)     SCALED    
 SL0740* NAVD 88     -       427.321  (meters)    1401.97   (feet)  ADJUSTED  
 SL0740  ___________________________________________________________________
 SL0740  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 SL0740  DYNAMIC HT  -         427.365 (meters)    1402.11  (feet)  COMP
 SL0740  MODELED GRAV-     980,703.2   (mgal)                       NAVD 88
 SL0740
 SL0740  VERT ORDER  -  SECOND    CLASS 0
 SL0740
 SL0740.The horizontal coordinates were scaled from a topographic map and have
 SL0740.an estimated accuracy of +/- 6 seconds.
 SL0740
 SL0740.The orthometric height was determined by differential leveling
 SL0740.and adjusted by the National Geodetic Survey in June 1991..
 SL0740
 SL0740.The geoid height was determined by GEOID03.
 SL0740
 SL0740.The dynamic height is computed by dividing the NAVD 88
 SL0740.geopotential number by the normal gravity value computed on the
 SL0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0740.degrees latitude (g = 980.6199 gals.).
 SL0740
 SL0740.The modeled gravity was interpolated from observed gravity values.
 SL0740
 SL0740;                    North         East    Units  Estimated Accuracy
 SL0740;SPC ND N     -    47,740.      801,100.      MT  (+/- 180 meters Scaled)
 SL0740
 SL0740                          SUPERSEDED SURVEY CONTROL
 SL0740
 SL0740  NGVD 29 (??/??/92)  426.959  (m)         1400.78   (f) ADJ UNCH    2 0
 SL0740
 SL0740.Superseded values are not recommended for survey control.
 SL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0740.See file dsdata.txt to determine how the superseded data were derived.
 SL0740
 SL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT878500(NAD 83)
 SL0740_MARKER: DB = BENCH MARK DISK
 SL0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0740_STAMPING: N 441 1964
 SL0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0740+STABILITY: SURFACE MOTION
 SL0740
 SL0740  HISTORY     - Date     Condition        Report By
 SL0740  HISTORY     - 1964     MONUMENTED       CGS
 SL0740
 SL0740                          STATION DESCRIPTION
 SL0740
 SL0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0740'3.0 MI W FROM BLABON.
 SL0740'0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0740'AT BLABON, THENCE 2.7 MILES WEST ALONG A BLACK TOP AND GRAVELED ROAD,
 SL0740'0.9 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 32, IN SECTION 5, R
 SL0740'56 W, T 145 N, SET NEAR THE SOUTHEAST CORNER OF A TRIANGLE FORMED BY
 SL0740'OLD STATE HIGHWAY 32 AND EAST-WEST GRAVELED ROAD, 187 FEET EAST OF THE
 SL0740'CENTER LINE OF NORTH-SOUTH ROAD, 78 FEET SOUTHWEST OF THE CENTER LINE
 SL0740'OF THE OLD HIGHWAY, 54 FEET NORTH OF THE CENTER LINE OF EAST-WEST
 SL0740'ROAD, 73 FEET NORTH AND ACROSS EAST-WEST ROAD FROM A POWER LINE POLE,
 SL0740'141 FEET NORTHWEST OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER
 SL0740'EAST-WEST ROAD, 2.5 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW
 SL0740'THE LEVEL OF THE EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST
 SL0740'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0723 ***********************************************************************
 SL0723  DESIGNATION -  N 442
 SL0723  PID         -  SL0723
 SL0723  STATE/COUNTY-  ND/STEELE
 SL0723  USGS QUAD   -  LUVERNE SE (1967)
 SL0723
 SL0723                         *CURRENT SURVEY CONTROL
 SL0723  ___________________________________________________________________
 SL0723* NAD 83(1986)-  47 15 18.     (N)    097 47 27.     (W)     SCALED    
 SL0723* NAVD 88     -       396.616  (meters)    1301.23   (feet)  ADJUSTED  
 SL0723  ___________________________________________________________________
 SL0723  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL0723  DYNAMIC HT  -         396.657 (meters)    1301.37  (feet)  COMP
 SL0723  MODELED GRAV-     980,703.6   (mgal)                       NAVD 88
 SL0723
 SL0723  VERT ORDER  -  SECOND    CLASS 0
 SL0723
 SL0723.The horizontal coordinates were scaled from a topographic map and have
 SL0723.an estimated accuracy of +/- 6 seconds.
 SL0723
 SL0723.The orthometric height was determined by differential leveling
 SL0723.and adjusted by the National Geodetic Survey in June 1991..
 SL0723
 SL0723.The geoid height was determined by GEOID03.
 SL0723
 SL0723.The dynamic height is computed by dividing the NAVD 88
 SL0723.geopotential number by the normal gravity value computed on the
 SL0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0723.degrees latitude (g = 980.6199 gals.).
 SL0723
 SL0723.The modeled gravity was interpolated from observed gravity values.
 SL0723
 SL0723;                    North         East    Units  Estimated Accuracy
 SL0723;SPC ND N     -    31,960.      805,030.      MT  (+/- 180 meters Scaled)
 SL0723
 SL0723                          SUPERSEDED SURVEY CONTROL
 SL0723
 SL0723  NGVD 29 (??/??/92)  396.262  (m)         1300.07   (f) ADJ UNCH    2 0
 SL0723
 SL0723.Superseded values are not recommended for survey control.
 SL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0723.See file dsdata.txt to determine how the superseded data were derived.
 SL0723
 SL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT914342(NAD 83)
 SL0723_MARKER: DB = BENCH MARK DISK
 SL0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0723_STAMPING: N 442 1964
 SL0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0723+STABILITY: SURFACE MOTION
 SL0723
 SL0723  HISTORY     - Date     Condition        Report By
 SL0723  HISTORY     - 1964     MONUMENTED       CGS
 SL0723  HISTORY     - 1968     GOOD             USAF
 SL0723
 SL0723                          STATION DESCRIPTION
 SL0723
 SL0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0723'3.4 MI N FROM PILLSBURY.
 SL0723'3.4 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0723'GREAT NORTHERN RAILWAY AT PILLSBURY, IN SECTION 28, R 56 W, 144 N, AT
 SL0723'A ROAD INTERSECTION, ABOUT 1.0 MILE NORTH OF THE STEELE-BARNES COUNTY
 SL0723'LINE, 143 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 SL0723'INTERSECTION, 99 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 104
 SL0723'FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 698 FEET SOUTH OF
 SL0723'BENCH MARK M 442 DESCRIBED, 2.1 FEET SOUTH OF A METAL WITNESS POST, 1
 SL0723'FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 SL0723'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0723
 SL0723                          STATION RECOVERY (1968)
 SL0723
 SL0723'RECOVERY NOTE BY US AIR FORCE 1968
 SL0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0734 ***********************************************************************
 SL0734  DESIGNATION -  N 443
 SL0734  PID         -  SL0734
 SL0734  STATE/COUNTY-  ND/STEELE
 SL0734  USGS QUAD   -  LUVERNE SE (1967)
 SL0734
 SL0734                         *CURRENT SURVEY CONTROL
 SL0734  ___________________________________________________________________
 SL0734* NAD 83(1986)-  47 19 31.     (N)    097 51 23.     (W)     SCALED    
 SL0734* NAVD 88     -       434.338  (meters)    1424.99   (feet)  ADJUSTED  
 SL0734  ___________________________________________________________________
 SL0734  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL0734  DYNAMIC HT  -         434.380 (meters)    1425.13  (feet)  COMP
 SL0734  MODELED GRAV-     980,695.4   (mgal)                       NAVD 88
 SL0734
 SL0734  VERT ORDER  -  SECOND    CLASS 0
 SL0734
 SL0734.The horizontal coordinates were scaled from a topographic map and have
 SL0734.an estimated accuracy of +/- 6 seconds.
 SL0734
 SL0734.The orthometric height was determined by differential leveling
 SL0734.and adjusted by the National Geodetic Survey in June 1991..
 SL0734
 SL0734.The geoid height was determined by GEOID03.
 SL0734
 SL0734.The dynamic height is computed by dividing the NAVD 88
 SL0734.geopotential number by the normal gravity value computed on the
 SL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0734.degrees latitude (g = 980.6199 gals.).
 SL0734
 SL0734.The modeled gravity was interpolated from observed gravity values.
 SL0734
 SL0734;                    North         East    Units  Estimated Accuracy
 SL0734;SPC ND N     -    39,600.      799,800.      MT  (+/- 180 meters Scaled)
 SL0734
 SL0734                          SUPERSEDED SURVEY CONTROL
 SL0734
 SL0734  NGVD 29 (??/??/92)  433.976  (m)         1423.80   (f) ADJ UNCH    2 0
 SL0734
 SL0734.Superseded values are not recommended for survey control.
 SL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0734.See file dsdata.txt to determine how the superseded data were derived.
 SL0734
 SL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT864419(NAD 83)
 SL0734_MARKER: DB = BENCH MARK DISK
 SL0734_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0734_SP_SET: 32 FT
 SL0734_STAMPING: N 443 1964
 SL0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0734
 SL0734  HISTORY     - Date     Condition        Report By
 SL0734  HISTORY     - 1964     MONUMENTED       CGS
 SL0734
 SL0734                          STATION DESCRIPTION
 SL0734
 SL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0734'6.45 MI W FROM HOPE.
 SL0734'0.3 MILE WEST ALONG MAIN STREET FROM THE CITY HALL AT HOPE, THENCE
 SL0734'6.15 MILES WEST ALONG STATE HIGHWAY 38, ABOUT 3.1 MILES WEST OF THE
 SL0734'INTERSECTION OF STATE HIGHWAY 32, IN SECTION 2, R 57 W, T 144 N, ABOUT
 SL0734'140 YARDS SOUTHEAST OF THE CENTER OF JUNCTION OF HIGHWAY AND GRAVELED
 SL0734'ROAD LEADING NORTH, 78 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3
 SL0734'FEET EAST OF A POWER LINE POLE, 2.3 FEET WEST OF A METAL WITNESS POST,
 SL0734'4 FEET BELOW THE LEVEL OF THE ROAD, AND IS A DISK ON THE TOP OF A
 SL0734'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 SL0734'INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND. THE ROD
 SL0734'WAS DRIVEN TO REFUSAL AT A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0504 ***********************************************************************
 SM0504  DESIGNATION -  N 444
 SM0504  PID         -  SM0504
 SM0504  STATE/COUNTY-  ND/GRIGGS
 SM0504  USGS QUAD   -  KARNAK (1961)
 SM0504
 SM0504                         *CURRENT SURVEY CONTROL
 SM0504  ___________________________________________________________________
 SM0504* NAD 83(1986)-  47 18 48.     (N)    098 06 33.     (W)     SCALED    
 SM0504* NAVD 88     -       431.249  (meters)    1414.86   (feet)  ADJUSTED  
 SM0504  ___________________________________________________________________
 SM0504  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 SM0504  DYNAMIC HT  -         431.287 (meters)    1414.98  (feet)  COMP
 SM0504  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SM0504
 SM0504  VERT ORDER  -  SECOND    CLASS 0
 SM0504
 SM0504.The horizontal coordinates were scaled from a topographic map and have
 SM0504.an estimated accuracy of +/- 6 seconds.
 SM0504
 SM0504.The orthometric height was determined by differential leveling
 SM0504.and adjusted by the National Geodetic Survey in June 1991..
 SM0504
 SM0504.The geoid height was determined by GEOID03.
 SM0504
 SM0504.The dynamic height is computed by dividing the NAVD 88
 SM0504.geopotential number by the normal gravity value computed on the
 SM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0504.degrees latitude (g = 980.6199 gals.).
 SM0504
 SM0504.The modeled gravity was interpolated from observed gravity values.
 SM0504
 SM0504;                    North         East    Units  Estimated Accuracy
 SM0504;SPC ND N     -    37,640.      780,750.      MT  (+/- 180 meters Scaled)
 SM0504
 SM0504                          SUPERSEDED SURVEY CONTROL
 SM0504
 SM0504  NGVD 29 (??/??/92)  430.890  (m)         1413.68   (f) ADJ UNCH    2 0
 SM0504
 SM0504.Superseded values are not recommended for survey control.
 SM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0504.See file dsdata.txt to determine how the superseded data were derived.
 SM0504
 SM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT673403(NAD 83)
 SM0504_MARKER: DB = BENCH MARK DISK
 SM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0504_STAMPING: N 444 1964
 SM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0504+STABILITY: SURFACE MOTION
 SM0504
 SM0504  HISTORY     - Date     Condition        Report By
 SM0504  HISTORY     - 1964     MONUMENTED       CGS
 SM0504
 SM0504                          STATION DESCRIPTION
 SM0504
 SM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0504'3.6 MI E FROM HANNAFORD.
 SM0504'ABOUT 3.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SM0504'HANNAFORD, IN SECTION 11, R 59 W, T 144 N, AT A ROAD INTERSECTION, 1.1
 SM0504'MILES SOUTH OF THE UNION LUTHERAN CHURCH, 99 FEET SOUTHWEST OF THE
 SM0504'APPROXIMATE CENTER OF THE INTERSECTION, 73 FEET WEST OF THE CENTER
 SM0504'LINE OF THE NORTH-SOUTH ROAD, 64 FEET SOUTH OF THE CENTER LINE OF THE
 SM0504'EAST-WEST ROAD, 2 1/2 FEET EAST OF A POWER LINE POLE, 2.6 FEET WEST OF
 SM0504'A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE EAST-WEST ROAD,
 SM0504'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 SM0504'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0030 ***********************************************************************
 TE0030  DESIGNATION -  N 445
 TE0030  PID         -  TE0030
 TE0030  STATE/COUNTY-  ND/CAVALIER
 TE0030  USGS QUAD   -  OLGA NW (1969)
 TE0030
 TE0030                         *CURRENT SURVEY CONTROL
 TE0030  ___________________________________________________________________
 TE0030* NAD 83(1986)-  48 54 21.     (N)    098 11 45.     (W)     SCALED    
 TE0030* NAVD 88     -       473.683  (meters)    1554.08   (feet)  ADJUSTED  
 TE0030  ___________________________________________________________________
 TE0030  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 TE0030  DYNAMIC HT  -         473.798 (meters)    1554.45  (feet)  COMP
 TE0030  MODELED GRAV-     980,837.2   (mgal)                       NAVD 88
 TE0030
 TE0030  VERT ORDER  -  SECOND    CLASS 0
 TE0030
 TE0030.The horizontal coordinates were scaled from a topographic map and have
 TE0030.an estimated accuracy of +/- 6 seconds.
 TE0030
 TE0030.The orthometric height was determined by differential leveling
 TE0030.and adjusted by the National Geodetic Survey in June 1991..
 TE0030
 TE0030.The geoid height was determined by GEOID03.
 TE0030
 TE0030.The dynamic height is computed by dividing the NAVD 88
 TE0030.geopotential number by the normal gravity value computed on the
 TE0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0030.degrees latitude (g = 980.6199 gals.).
 TE0030
 TE0030.The modeled gravity was interpolated from observed gravity values.
 TE0030
 TE0030;                    North         East    Units  Estimated Accuracy
 TE0030;SPC ND N     -   214,430.      768,900.      MT  (+/- 180 meters Scaled)
 TE0030
 TE0030                          SUPERSEDED SURVEY CONTROL
 TE0030
 TE0030  NGVD 29 (??/??/92)  473.315  (m)         1552.87   (f) ADJ UNCH    2 0
 TE0030
 TE0030.Superseded values are not recommended for survey control.
 TE0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0030.See file dsdata.txt to determine how the superseded data were derived.
 TE0030
 TE0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV589172(NAD 83)
 TE0030_MARKER: DB = BENCH MARK DISK
 TE0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0030_STAMPING: N 445 1964
 TE0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0030+STABILITY: SURFACE MOTION
 TE0030
 TE0030  HISTORY     - Date     Condition        Report By
 TE0030  HISTORY     - 1964     MONUMENTED       CGS
 TE0030  HISTORY     - 20000510 GOOD             NDWC
 TE0030
 TE0030                          STATION DESCRIPTION
 TE0030
 TE0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0030'2.05 MI W FROM VANG.
 TE0030'ABOUT 2.05 MILES WEST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0030'CHURCH AND CEMETERY, IN SECTION 30, R 58 W, T 163 N, 0.25 MILE WEST OF
 TE0030'A ROAD CROSSING, 67 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 1/2
 TE0030'FEET SOUTH OF A TELEPHONE POLE, 2.2 FEET WEST OF A METAL WITNESS POST,
 TE0030'2 FEET BELOW THE LEVEL OF THE GRAVELED ROAD, SET IN THE TOP OF A
 TE0030'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE0030
 TE0030                          STATION RECOVERY (2000)
 TE0030
 TE0030'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2000 (TD)
 TE0030'MONUMENT WAS RECOVERED IN GOOD CONDITION.  THE GRAVEL ROAD IS NOW
 TE0030'PAVED AND THE VANG LUTHERAN CHURCH IS NO LONGER THERE, JUST A
 TE0030'MONUMENT REMAINS IN THE LOCATION OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0702 ***********************************************************************
 SL0702  DESIGNATION -  N 446
 SL0702  PID         -  SL0702
 SL0702  STATE/COUNTY-  ND/BARNES
 SL0702  USGS QUAD   -  PILLSBURY SE (1967)
 SL0702
 SL0702                         *CURRENT SURVEY CONTROL
 SL0702  ___________________________________________________________________
 SL0702* NAD 83(1986)-  47 01 20.     (N)    097 47 28.     (W)     SCALED    
 SL0702* NAVD 88     -       386.941  (meters)    1269.49   (feet)  ADJUSTED  
 SL0702  ___________________________________________________________________
 SL0702  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 SL0702  DYNAMIC HT  -         386.971 (meters)    1269.59  (feet)  COMP
 SL0702  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 SL0702
 SL0702  VERT ORDER  -  SECOND    CLASS 0
 SL0702
 SL0702.The horizontal coordinates were scaled from a topographic map and have
 SL0702.an estimated accuracy of +/- 6 seconds.
 SL0702
 SL0702.The orthometric height was determined by differential leveling
 SL0702.and adjusted by the National Geodetic Survey in June 1991..
 SL0702
 SL0702.The geoid height was determined by GEOID03.
 SL0702
 SL0702.The dynamic height is computed by dividing the NAVD 88
 SL0702.geopotential number by the normal gravity value computed on the
 SL0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0702.degrees latitude (g = 980.6199 gals.).
 SL0702
 SL0702.The modeled gravity was interpolated from observed gravity values.
 SL0702
 SL0702;                    North         East    Units  Estimated Accuracy
 SL0702;SPC ND S     -   154,230.      805,890.      MT  (+/- 180 meters Scaled)
 SL0702
 SL0702                          SUPERSEDED SURVEY CONTROL
 SL0702
 SL0702  NGVD 29 (??/??/92)  386.586  (m)         1268.32   (f) ADJ UNCH    2 0
 SL0702
 SL0702.Superseded values are not recommended for survey control.
 SL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0702.See file dsdata.txt to determine how the superseded data were derived.
 SL0702
 SL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT918083(NAD 83)
 SL0702_MARKER: DB = BENCH MARK DISK
 SL0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0702_STAMPING: N 446 1964
 SL0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0702+STABILITY: SURFACE MOTION
 SL0702
 SL0702  HISTORY     - Date     Condition        Report By
 SL0702  HISTORY     - 1964     MONUMENTED       CGS
 SL0702
 SL0702                          STATION DESCRIPTION
 SL0702
 SL0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0702'6.15 MI N FROM ORISKA.
 SL0702'6.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0702'NORTHERN PACIFIC RAILWAY AT ORISKA, IN SECTION 17, R 56 W, T 141 N, AT
 SL0702'A T JUNCTION, 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 SL0702'NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 26 1/2 FEET SOUTH
 SL0702'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTH
 SL0702'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 SL0702'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 SL0702'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0708 ***********************************************************************
 SL0708  DESIGNATION -  N 447
 SL0708  PID         -  SL0708
 SL0708  STATE/COUNTY-  ND/BARNES
 SL0708  USGS QUAD   -  PILLSBURY SE (1967)
 SL0708
 SL0708                         *CURRENT SURVEY CONTROL
 SL0708  ___________________________________________________________________
 SL0708* NAD 83(1986)-  47 05 41.     (N)    097 47 26.     (W)     SCALED    
 SL0708* NAVD 88     -       385.060  (meters)    1263.32   (feet)  ADJUSTED  
 SL0708  ___________________________________________________________________
 SL0708  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL0708  DYNAMIC HT  -         385.091 (meters)    1263.42  (feet)  COMP
 SL0708  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 SL0708
 SL0708  VERT ORDER  -  SECOND    CLASS 0
 SL0708
 SL0708.The horizontal coordinates were scaled from a topographic map and have
 SL0708.an estimated accuracy of +/- 6 seconds.
 SL0708
 SL0708.The orthometric height was determined by differential leveling
 SL0708.and adjusted by the National Geodetic Survey in June 1991..
 SL0708
 SL0708.The geoid height was determined by GEOID03.
 SL0708
 SL0708.The dynamic height is computed by dividing the NAVD 88
 SL0708.geopotential number by the normal gravity value computed on the
 SL0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0708.degrees latitude (g = 980.6199 gals.).
 SL0708
 SL0708.The modeled gravity was interpolated from observed gravity values.
 SL0708
 SL0708;                    North         East    Units  Estimated Accuracy
 SL0708;SPC ND S     -   162,290.      805,650.      MT  (+/- 180 meters Scaled)
 SL0708
 SL0708                          SUPERSEDED SURVEY CONTROL
 SL0708
 SL0708  NGVD 29 (??/??/92)  384.704  (m)         1262.15   (f) ADJ UNCH    2 0
 SL0708
 SL0708.Superseded values are not recommended for survey control.
 SL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0708.See file dsdata.txt to determine how the superseded data were derived.
 SL0708
 SL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT917164(NAD 83)
 SL0708_MARKER: DB = BENCH MARK DISK
 SL0708_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0708_SP_SET: 24 FT
 SL0708_STAMPING: N 447 1964
 SL0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0708
 SL0708  HISTORY     - Date     Condition        Report By
 SL0708  HISTORY     - 1964     MONUMENTED       CGS
 SL0708  HISTORY     - 1967     GOOD             USAF
 SL0708
 SL0708                          STATION DESCRIPTION
 SL0708
 SL0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0708'7.6 MI S FROM PILLSBURY.
 SL0708'7.6 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0708'GREAT NORTHERN RAILWAY AT PILLSBURY, IN SECTION 20, R 56 W, T 141 N,
 SL0708'NEAR THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD, 71 FEET WEST OF
 SL0708'THE CENTER LINE OF THE HIGHWAY, 77 FEET NORTH OF THE CENTER LINE OF
 SL0708'THE GRAVELED ROAD, 104 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0708'INTERSECTION, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET NORTH
 SL0708'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK
 SL0708'ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 SL0708'PROTECTED BY A 4 INCH TILE WHICH IS FLUSH WITH THE GROUND.  THE ROD
 SL0708'WAS DRIVEN TO A DEPTH OF 24 FEET TO REFUSAL.
 SL0708
 SL0708                          STATION RECOVERY (1967)
 SL0708
 SL0708'RECOVERY NOTE BY US AIR FORCE 1967
 SL0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0786 ***********************************************************************
 SL0786  DESIGNATION -  N 448
 SL0786  PID         -  SL0786
 SL0786  STATE/COUNTY-  ND/CASS
 SL0786  USGS QUAD   -  PAGE SW (1967)
 SL0786
 SL0786                         *CURRENT SURVEY CONTROL
 SL0786  ___________________________________________________________________
 SL0786* NAD 83(1986)-  47 00 26.     (N)    097 38 33.     (W)     SCALED    
 SL0786* NAVD 88     -       353.736  (meters)    1160.55   (feet)  ADJUSTED  
 SL0786  ___________________________________________________________________
 SL0786  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 SL0786  DYNAMIC HT  -         353.766 (meters)    1160.65  (feet)  COMP
 SL0786  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 SL0786
 SL0786  VERT ORDER  -  SECOND    CLASS 0
 SL0786
 SL0786.The horizontal coordinates were scaled from a topographic map and have
 SL0786.an estimated accuracy of +/- 6 seconds.
 SL0786
 SL0786.The orthometric height was determined by differential leveling
 SL0786.and adjusted by the National Geodetic Survey in June 1991..
 SL0786
 SL0786.The geoid height was determined by GEOID03.
 SL0786
 SL0786.The dynamic height is computed by dividing the NAVD 88
 SL0786.geopotential number by the normal gravity value computed on the
 SL0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0786.degrees latitude (g = 980.6199 gals.).
 SL0786
 SL0786.The modeled gravity was interpolated from observed gravity values.
 SL0786
 SL0786;                    North         East    Units  Estimated Accuracy
 SL0786;SPC ND S     -   152,960.      817,240.      MT  (+/- 180 meters Scaled)
 SL0786
 SL0786                          SUPERSEDED SURVEY CONTROL
 SL0786
 SL0786  NGVD 29 (??/??/92)  353.388  (m)         1159.41   (f) ADJ UNCH    2 0
 SL0786
 SL0786.Superseded values are not recommended for survey control.
 SL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0786.See file dsdata.txt to determine how the superseded data were derived.
 SL0786
 SL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT031068(NAD 83)
 SL0786_MARKER: DB = BENCH MARK DISK
 SL0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0786_STAMPING: N 448 1964
 SL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0786+STABILITY: SURFACE MOTION
 SL0786
 SL0786  HISTORY     - Date     Condition        Report By
 SL0786  HISTORY     - 1964     MONUMENTED       CGS
 SL0786  HISTORY     - 1967     GOOD             USAF
 SL0786
 SL0786                          STATION DESCRIPTION
 SL0786
 SL0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0786'10.0 MI NW FROM BUFFALO.
 SL0786'6.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0786'NORTHERN PACIFIC RAILWAY AT BUFFALO, THENCE 4.0 MILES WEST ALONG A
 SL0786'GRAVELED ROAD, IN SECTION 28, R 55 W, T 141 N, AT THE INTERSECTION OF
 SL0786'A NORTH-SOUTH ROAD, ABOUT 0.2 MILE WEST OF A 20-FOOT LONG WOODEN
 SL0786'BRIDGE OVER MAPLE RIVER, 36 FEET WEST OF THE CENTER LINE OF THE
 SL0786'NORTH-SOUTH ROAD, 27 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 SL0786'EAST-WEST ROAD, 48 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 SL0786'INTERSECTION, 6 FEET WEST OF A FENCE CORNER, 1.8 FEET NORTH OF A FENCE
 SL0786'LINE, 1 1/2 FEET EAST OF A STEEL WITNESS POST, 1 FOOT ABOVE THE LEVEL
 SL0786'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 SL0786'ABOVE THE LEVEL OF THE GROUND.
 SL0786
 SL0786                          STATION RECOVERY (1967)
 SL0786
 SL0786'RECOVERY NOTE BY US AIR FORCE 1967
 SL0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0766 ***********************************************************************
 SL0766  DESIGNATION -  N 449
 SL0766  PID         -  SL0766
 SL0766  STATE/COUNTY-  ND/BARNES
 SL0766  USGS QUAD   -  PILLSBURY (1967)
 SL0766
 SL0766                         *CURRENT SURVEY CONTROL
 SL0766  ___________________________________________________________________
 SL0766* NAD 83(1986)-  47 10 04.     (N)    097 51 17.     (W)     SCALED    
 SL0766* NAVD 88     -       413.313  (meters)    1356.01   (feet)  ADJUSTED  
 SL0766  ___________________________________________________________________
 SL0766  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 SL0766  DYNAMIC HT  -         413.346 (meters)    1356.12  (feet)  COMP
 SL0766  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 SL0766
 SL0766  VERT ORDER  -  SECOND    CLASS 0
 SL0766
 SL0766.The horizontal coordinates were scaled from a topographic map and have
 SL0766.an estimated accuracy of +/- 6 seconds.
 SL0766
 SL0766.The orthometric height was determined by differential leveling
 SL0766.and adjusted by the National Geodetic Survey in June 1991..
 SL0766
 SL0766.The geoid height was determined by GEOID03.
 SL0766
 SL0766.The dynamic height is computed by dividing the NAVD 88
 SL0766.geopotential number by the normal gravity value computed on the
 SL0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0766.degrees latitude (g = 980.6199 gals.).
 SL0766
 SL0766.The modeled gravity was interpolated from observed gravity values.
 SL0766
 SL0766;                    North         East    Units  Estimated Accuracy
 SL0766;SPC ND S     -   170,240.      800,510.      MT  (+/- 180 meters Scaled)
 SL0766
 SL0766                          SUPERSEDED SURVEY CONTROL
 SL0766
 SL0766  NGVD 29 (??/??/92)  412.953  (m)         1354.83   (f) ADJ UNCH    2 0
 SL0766
 SL0766.Superseded values are not recommended for survey control.
 SL0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0766.See file dsdata.txt to determine how the superseded data were derived.
 SL0766
 SL0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT867244(NAD 83)
 SL0766_MARKER: DB = BENCH MARK DISK
 SL0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0766_STAMPING: N 449 1964
 SL0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0766+STABILITY: SURFACE MOTION
 SL0766
 SL0766  HISTORY     - Date     Condition        Report By
 SL0766  HISTORY     - 1964     MONUMENTED       CGS
 SL0766  HISTORY     - 1967     GOOD             USAF
 SL0766
 SL0766                          STATION DESCRIPTION
 SL0766
 SL0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0766'5.65 MI SW FROM PILLSBURY.
 SL0766'2.65 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0766'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE 3.0 MILES WEST ALONG A
 SL0766'GRAVELED ROAD, IN SECTION 26, R 57 W, T 143 N, AT THE INTERSECTION OF
 SL0766'A DIM ROAD LEADING NORTH-SOUTH, 76 FEET NORTH OF THE CENTER LINE OF
 SL0766'THE EAST-WEST ROAD, 80 FEET NORTHWEST OF THE CENTER OF THE
 SL0766'INTERSECTION, 24 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SL0766'2 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A METAL
 SL0766'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 SL0766'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SL0766
 SL0766                          STATION RECOVERY (1967)
 SL0766
 SL0766'RECOVERY NOTE BY US AIR FORCE 1967
 SL0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0056 ***********************************************************************
 RQ0056  DESIGNATION -  N 45
 RQ0056  PID         -  RQ0056
 RQ0056  STATE/COUNTY-  ND/BARNES
 RQ0056  USGS QUAD   -  HASTINGS (1970)
 RQ0056
 RQ0056                         *CURRENT SURVEY CONTROL
 RQ0056  ___________________________________________________________________
 RQ0056* NAD 83(1986)-  46 41 07.     (N)    098 03 37.     (W)     SCALED    
 RQ0056* NAVD 88     -       431.854  (meters)    1416.84   (feet)  ADJUSTED  
 RQ0056  ___________________________________________________________________
 RQ0056  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 RQ0056  DYNAMIC HT  -         431.865 (meters)    1416.88  (feet)  COMP
 RQ0056  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 RQ0056
 RQ0056  VERT ORDER  -  SECOND    CLASS 0
 RQ0056
 RQ0056.The horizontal coordinates were scaled from a topographic map and have
 RQ0056.an estimated accuracy of +/- 6 seconds.
 RQ0056
 RQ0056.The orthometric height was determined by differential leveling
 RQ0056.and adjusted by the National Geodetic Survey in June 1991..
 RQ0056
 RQ0056.The geoid height was determined by GEOID03.
 RQ0056
 RQ0056.The dynamic height is computed by dividing the NAVD 88
 RQ0056.geopotential number by the normal gravity value computed on the
 RQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0056.degrees latitude (g = 980.6199 gals.).
 RQ0056
 RQ0056.The modeled gravity was interpolated from observed gravity values.
 RQ0056
 RQ0056;                    North         East    Units  Estimated Accuracy
 RQ0056;SPC ND S     -   116,120.      786,600.      MT  (+/- 180 meters Scaled)
 RQ0056
 RQ0056                          SUPERSEDED SURVEY CONTROL
 RQ0056
 RQ0056  NGVD 29 (??/??/92)  431.474  (m)         1415.59   (f) ADJ UNCH    2 0
 RQ0056
 RQ0056.Superseded values are not recommended for survey control.
 RQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0056.See file dsdata.txt to determine how the superseded data were derived.
 RQ0056
 RQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS718706(NAD 83)
 RQ0056_MARKER: DB = BENCH MARK DISK
 RQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0056_STAMPING: N 45 1934
 RQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0056+STABILITY: SURFACE MOTION
 RQ0056
 RQ0056  HISTORY     - Date     Condition        Report By
 RQ0056  HISTORY     - 1934     MONUMENTED       CGS
 RQ0056
 RQ0056                          STATION DESCRIPTION
 RQ0056
 RQ0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0056'1.8 MI E FROM HASTINGS.
 RQ0056'1.8 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0056'HASTINGS, BARNES COUNTY, 4 POLES WEST OF BRIDGE 45, AT A ROAD
 RQ0056'CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 50 FEET NORTH OF
 RQ0056'THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE TRACK. A
 RQ0056'STANDARD DISK, STAMPED N 45 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0056'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0007 ***********************************************************************
 RQ0007  DESIGNATION -  N 451
 RQ0007  PID         -  RQ0007
 RQ0007  STATE/COUNTY-  ND/BARNES
 RQ0007  USGS QUAD   -  SANBORN (1970)
 RQ0007
 RQ0007                         *CURRENT SURVEY CONTROL
 RQ0007  ___________________________________________________________________
 RQ0007* NAD 83(1986)-  46 56 20.     (N)    098 11 28.     (W)     SCALED    
 RQ0007* NAVD 88     -       434.369  (meters)    1425.09   (feet)  ADJUSTED  
 RQ0007  ___________________________________________________________________
 RQ0007  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 RQ0007  DYNAMIC HT  -         434.398 (meters)    1425.19  (feet)  COMP
 RQ0007  MODELED GRAV-     980,666.8   (mgal)                       NAVD 88
 RQ0007
 RQ0007  VERT ORDER  -  FIRST     CLASS II
 RQ0007
 RQ0007.The horizontal coordinates were scaled from a topographic map and have
 RQ0007.an estimated accuracy of +/- 6 seconds.
 RQ0007
 RQ0007.The orthometric height was determined by differential leveling
 RQ0007.and adjusted by the National Geodetic Survey in June 1991..
 RQ0007
 RQ0007.The geoid height was determined by GEOID03.
 RQ0007
 RQ0007.The dynamic height is computed by dividing the NAVD 88
 RQ0007.geopotential number by the normal gravity value computed on the
 RQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0007.degrees latitude (g = 980.6199 gals.).
 RQ0007
 RQ0007.The modeled gravity was interpolated from observed gravity values.
 RQ0007
 RQ0007;                    North         East    Units  Estimated Accuracy
 RQ0007;SPC ND S     -   144,000.      775,770.      MT  (+/- 180 meters Scaled)
 RQ0007
 RQ0007                          SUPERSEDED SURVEY CONTROL
 RQ0007
 RQ0007  NGVD 29 (??/??/92)  433.998  (m)         1423.88   (f) ADJ UNCH    1 2
 RQ0007
 RQ0007.Superseded values are not recommended for survey control.
 RQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0007.See file dsdata.txt to determine how the superseded data were derived.
 RQ0007
 RQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS615986(NAD 83)
 RQ0007_MARKER: DB = BENCH MARK DISK
 RQ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0007_STAMPING: N 451 1964
 RQ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0007+STABILITY: SURFACE MOTION
 RQ0007
 RQ0007  HISTORY     - Date     Condition        Report By
 RQ0007  HISTORY     - 1964     MONUMENTED       CGS
 RQ0007  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0007
 RQ0007                          STATION DESCRIPTION
 RQ0007
 RQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0007'1.45 MI E FROM SANBORN.
 RQ0007'ABOUT 1.45 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0007'STATION AT SANBORN, IN SECTION 13, R 60 W, T 140 N, 0.2 MILE EAST OF
 RQ0007'THE OVERPASS CROSSING OF STATE HIGHWAY 1, 0.4 MILE EAST OF MILEPOST
 RQ0007'75, 30.6 FEET NORTH OF THE NORTH RAIL, 261 FEET EAST-NORTHEAST OF AND
 RQ0007'ACROSS THE TRACK FROM SEMAPHORE NO. 746, 3 FEET EAST OF TELEPHONE POLE
 RQ0007'58 G, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE
 RQ0007'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RQ0007'0.4 FOOT.
 RQ0007
 RQ0007                          STATION RECOVERY (1982)
 RQ0007
 RQ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0007'INACCESSIBLE FOR LEVELS, LEVEL LINE WAS REROUTED ALONG INTERSTATE
 RQ0007'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0205 ***********************************************************************
 TE0205  DESIGNATION -  N 452
 TE0205  PID         -  TE0205
 TE0205  STATE/COUNTY-  ND/CAVALIER
 TE0205  USGS QUAD   -  OLGA SW (1969)
 TE0205
 TE0205                         *CURRENT SURVEY CONTROL
 TE0205  ___________________________________________________________________
 TE0205* NAD 83(1986)-  48 48 22.     (N)    098 08 48.     (W)     SCALED    
 TE0205* NAVD 88     -       477.000  (meters)    1564.96   (feet)  ADJUSTED  
 TE0205  ___________________________________________________________________
 TE0205  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 TE0205  DYNAMIC HT  -         477.111 (meters)    1565.32  (feet)  COMP
 TE0205  MODELED GRAV-     980,828.8   (mgal)                       NAVD 88
 TE0205
 TE0205  VERT ORDER  -  SECOND    CLASS 0
 TE0205
 TE0205.The horizontal coordinates were scaled from a topographic map and have
 TE0205.an estimated accuracy of +/- 6 seconds.
 TE0205
 TE0205.The orthometric height was determined by differential leveling
 TE0205.and adjusted by the National Geodetic Survey in June 1991..
 TE0205
 TE0205.The geoid height was determined by GEOID03.
 TE0205
 TE0205.The dynamic height is computed by dividing the NAVD 88
 TE0205.geopotential number by the normal gravity value computed on the
 TE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0205.degrees latitude (g = 980.6199 gals.).
 TE0205
 TE0205.The modeled gravity was interpolated from observed gravity values.
 TE0205
 TE0205;                    North         East    Units  Estimated Accuracy
 TE0205;SPC ND N     -   203,460.      772,840.      MT  (+/- 180 meters Scaled)
 TE0205
 TE0205                          SUPERSEDED SURVEY CONTROL
 TE0205
 TE0205  NGVD 29 (??/??/92)  476.637  (m)         1563.77   (f) ADJ UNCH    2 0
 TE0205
 TE0205.Superseded values are not recommended for survey control.
 TE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0205.See file dsdata.txt to determine how the superseded data were derived.
 TE0205
 TE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV626062(NAD 83)
 TE0205_MARKER: DB = BENCH MARK DISK
 TE0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0205_STAMPING: N 452 1964
 TE0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0205+STABILITY: SURFACE MOTION
 TE0205
 TE0205  HISTORY     - Date     Condition        Report By
 TE0205  HISTORY     - 1964     MONUMENTED       CGS
 TE0205
 TE0205                          STATION DESCRIPTION
 TE0205
 TE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0205'13.1 MI NE FROM LANGDON.
 TE0205'ABOUT 10.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0205'LANGDON, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 33,
 TE0205'R 58 W, T 162 N, 108 YARDS SOUTH OF A 4-FOOT METAL PIPE CULVERT UNDER
 TE0205'THE ROAD WITH HEAD WALL FOR A SMALL STREAM, 64 FEET WEST OF THE CENTER
 TE0205'LINE OF THE ROAD, 2 FEET NORTH OF A POWER LINE POLE, 2 1/2 FEET SOUTH
 TE0205'OF A STEEL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 TE0205'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 TE0205'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1092 ***********************************************************************
 TE1092  DESIGNATION -  N 454
 TE1092  PID         -  TE1092
 TE1092  STATE/COUNTY-  ND/CAVALIER
 TE1092  USGS QUAD   -  LOMA (1970)
 TE1092
 TE1092                         *CURRENT SURVEY CONTROL
 TE1092  ___________________________________________________________________
 TE1092* NAD 83(1986)-  48 42 12.     (N)    098 30 43.     (W)     SCALED    
 TE1092* NAVD 88     -       480.846  (meters)    1577.58   (feet)  ADJUSTED  
 TE1092  ___________________________________________________________________
 TE1092  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 TE1092  DYNAMIC HT  -         480.952 (meters)    1577.92  (feet)  COMP
 TE1092  MODELED GRAV-     980,815.0   (mgal)                       NAVD 88
 TE1092
 TE1092  VERT ORDER  -  SECOND    CLASS 0
 TE1092
 TE1092.The horizontal coordinates were scaled from a topographic map and have
 TE1092.an estimated accuracy of +/- 6 seconds.
 TE1092
 TE1092.The orthometric height was determined by differential leveling
 TE1092.and adjusted by the National Geodetic Survey in June 1991..
 TE1092
 TE1092.The geoid height was determined by GEOID03.
 TE1092
 TE1092.The dynamic height is computed by dividing the NAVD 88
 TE1092.geopotential number by the normal gravity value computed on the
 TE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1092.degrees latitude (g = 980.6199 gals.).
 TE1092
 TE1092.The modeled gravity was interpolated from observed gravity values.
 TE1092
 TE1092;                    North         East    Units  Estimated Accuracy
 TE1092;SPC ND N     -   191,280.      746,310.      MT  (+/- 180 meters Scaled)
 TE1092
 TE1092                          SUPERSEDED SURVEY CONTROL
 TE1092
 TE1092  NGVD 29 (??/??/92)  480.467  (m)         1576.33   (f) ADJ UNCH    2 0
 TE1092
 TE1092.Superseded values are not recommended for survey control.
 TE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1092.See file dsdata.txt to determine how the superseded data were derived.
 TE1092
 TE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU359945(NAD 83)
 TE1092_MARKER: DB = BENCH MARK DISK
 TE1092_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1092_SP_SET: 12.4 FT
 TE1092_STAMPING: N 454 1964
 TE1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1092
 TE1092  HISTORY     - Date     Condition        Report By
 TE1092  HISTORY     - 1964     MONUMENTED       CGS
 TE1092
 TE1092                          STATION DESCRIPTION
 TE1092
 TE1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1092'6.0 MI NE FROM LOMA.
 TE1092'ABOUT 5.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE SOO LINE RAILROAD
 TE1092'STATION AT LOMA, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 147 YARDS
 TE1092'EAST OF THE JUNCTION OF EAST-WEST ROAD AND GRAVELED ROAD LEADING
 TE1092'SOUTH, IN SECTION 3, R 61 W, T 160 N, SET AT THE SOUTHEAST CORNER OF
 TE1092'TOWNSHIP HALL (FORMERLY ROSEHILL SCHOOL) YARD, 40 1/2 FEET NORTH OF
 TE1092'THE CENTER LINE OF GRAVELED ROAD, 148 FEET EAST-NORTHEAST OF
 TE1092'APPROXIMATE CENTER OF JUNCTION OF GRAVELED ROAD AND DRIVEWAY LEADING
 TE1092'TO HALL, 144.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE
 TE1092'FOUNDATION OF HALL, 1.5 FEET NORTH OF A POWER LINE POLE WITH A
 TE1092'TRANSFORMER, 1.1 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 TE1092'THE ROAD, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 TE1092'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6
 TE1092'INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND. THE
 TE1092'ROD WAS DRIVEN TO A DEPTH OF 12.4 FEET TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0689 ***********************************************************************
 TD0689  DESIGNATION -  N 455
 TD0689  PID         -  TD0689
 TD0689  STATE/COUNTY-  ND/CAVALIER
 TD0689  USGS QUAD   -  HANKS CORNER (1964)
 TD0689
 TD0689                         *CURRENT SURVEY CONTROL
 TD0689  ___________________________________________________________________
 TD0689* NAD 83(1986)-  48 51 44.     (N)    097 59 38.     (W)     SCALED    
 TD0689* NAVD 88     -       370.428  (meters)    1215.31   (feet)  ADJUSTED  
 TD0689  ___________________________________________________________________
 TD0689  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 TD0689  DYNAMIC HT  -         370.523 (meters)    1215.62  (feet)  COMP
 TD0689  MODELED GRAV-     980,855.3   (mgal)                       NAVD 88
 TD0689
 TD0689  VERT ORDER  -  SECOND    CLASS 0
 TD0689
 TD0689.The horizontal coordinates were scaled from a topographic map and have
 TD0689.an estimated accuracy of +/- 6 seconds.
 TD0689
 TD0689.The orthometric height was determined by differential leveling
 TD0689.and adjusted by the National Geodetic Survey in June 1991..
 TD0689
 TD0689.The geoid height was determined by GEOID03.
 TD0689
 TD0689.The dynamic height is computed by dividing the NAVD 88
 TD0689.geopotential number by the normal gravity value computed on the
 TD0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0689.degrees latitude (g = 980.6199 gals.).
 TD0689
 TD0689.The modeled gravity was interpolated from observed gravity values.
 TD0689
 TD0689;                    North         East    Units  Estimated Accuracy
 TD0689;SPC ND N     -   210,050.      783,860.      MT  (+/- 180 meters Scaled)
 TD0689
 TD0689                          SUPERSEDED SURVEY CONTROL
 TD0689
 TD0689  NGVD 29 (??/??/92)  370.080  (m)         1214.17   (f) ADJ UNCH    2 0
 TD0689
 TD0689.Superseded values are not recommended for survey control.
 TD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0689.See file dsdata.txt to determine how the superseded data were derived.
 TD0689
 TD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV737126(NAD 83)
 TD0689_MARKER: DB = BENCH MARK DISK
 TD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0689_STAMPING: N 455 1964
 TD0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0689+STABILITY: SURFACE MOTION
 TD0689
 TD0689  HISTORY     - Date     Condition        Report By
 TD0689  HISTORY     - 1964     MONUMENTED       CGS
 TD0689
 TD0689                          STATION DESCRIPTION
 TD0689
 TD0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0689'7.5 MI SW FROM WALHALLA.
 TD0689'ABOUT 4.5 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE ST BONIFACE
 TD0689'SCHOOL AT WALHALLA, THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD, IN
 TD0689'SECTION 15, R 57 W, T 162 N, AT A ROAD JUNCTION, 100 FEET SOUTHWEST OF
 TD0689'CENTER OF ROAD JUNCTION, 73 FEET WEST OF CENTER LINE OF NORTH-SOUTH
 TD0689'ROAD, 67 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 2.6 FEET NORTH
 TD0689'OF AND IN LINE WITH POWER LINE POLES, 2.5 FEET SOUTH OF A METAL
 TD0689'WITNESS POST, 2 FEET BELOW LEVEL OF ROADS, AND IS A DISK SET IN THE
 TD0689'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1004 ***********************************************************************
 TE1004  DESIGNATION -  N 456
 TE1004  PID         -  TE1004
 TE1004  STATE/COUNTY-  ND/CAVALIER
 TE1004  USGS QUAD   -  LOMA (1970)
 TE1004
 TE1004                         *CURRENT SURVEY CONTROL
 TE1004  ___________________________________________________________________
 TE1004* NAD 83(1986)-  48 43 05.     (N)    098 36 22.     (W)     SCALED    
 TE1004* NAVD 88     -       480.195  (meters)    1575.44   (feet)  ADJUSTED  
 TE1004  ___________________________________________________________________
 TE1004  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 TE1004  DYNAMIC HT  -         480.302 (meters)    1575.79  (feet)  COMP
 TE1004  MODELED GRAV-     980,817.6   (mgal)                       NAVD 88
 TE1004
 TE1004  VERT ORDER  -  SECOND    CLASS 0
 TE1004
 TE1004.The horizontal coordinates were scaled from a topographic map and have
 TE1004.an estimated accuracy of +/- 6 seconds.
 TE1004
 TE1004.The orthometric height was determined by differential leveling
 TE1004.and adjusted by the National Geodetic Survey in June 1991..
 TE1004
 TE1004.The geoid height was determined by GEOID03.
 TE1004
 TE1004.The dynamic height is computed by dividing the NAVD 88
 TE1004.geopotential number by the normal gravity value computed on the
 TE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1004.degrees latitude (g = 980.6199 gals.).
 TE1004
 TE1004.The modeled gravity was interpolated from observed gravity values.
 TE1004
 TE1004;                    North         East    Units  Estimated Accuracy
 TE1004;SPC ND N     -   192,740.      739,350.      MT  (+/- 180 meters Scaled)
 TE1004
 TE1004                          SUPERSEDED SURVEY CONTROL
 TE1004
 TE1004  NGVD 29 (??/??/92)  479.820  (m)         1574.21   (f) ADJ UNCH    2 0
 TE1004
 TE1004.Superseded values are not recommended for survey control.
 TE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1004.See file dsdata.txt to determine how the superseded data were derived.
 TE1004
 TE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU289961(NAD 83)
 TE1004_MARKER: DB = BENCH MARK DISK
 TE1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1004_STAMPING: N 456 1964
 TE1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1004+STABILITY: SURFACE MOTION
 TE1004
 TE1004  HISTORY     - Date     Condition        Report By
 TE1004  HISTORY     - 1964     MONUMENTED       CGS
 TE1004
 TE1004                          STATION DESCRIPTION
 TE1004
 TE1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1004'9.4 MI NW FROM LOMA.
 TE1004'ABOUT 3.0 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE1004'LOMA, THENCE 6.15 MILES NORTH ALONG A GRADED ROAD (UNDER CONSTRUCTION
 TE1004'IN 1964) THENCE 0.25 MILE WEST ALONG A GRADED ROAD, IN SECTION 36, R
 TE1004'61 W, T 161 N, AT THE JUNCTION OF A GRADED ROAD LEADING NORTH, 34 1/2
 TE1004'FEET NORTH OF THE CENTER LINE OF THE EASTWEST ROAD, 30 1/2 FEET WEST
 TE1004'OF THE CENTER LINE OF THE ROAD LEADING NORTH, 77 1/2 FEET NORTHWEST OF
 TE1004'THE APPROXIMATE CENTER OF THE JUNCTION, 3 1/2 FEET EAST OF A TELEPHONE
 TE1004'POLE, 2.7 FEET WEST OF A METAL WITNESS POST, 3 1/2 FEET BELOW THE
 TE1004'LEVEL OF THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 TE1004'INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK MAY BE REACHED
 TE1004'BY GOING 10.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE1004'LANGDON, THENCE 3.1 MILES SOUTH ALONG GRADED ROAD TO MARK ON RIGHT AT
 TE1004'JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0448 ***********************************************************************
 RP0448  DESIGNATION -  N 46
 RP0448  PID         -  RP0448
 RP0448  STATE/COUNTY-  ND/CASS
 RP0448  USGS QUAD   -  LEONARD (1959)
 RP0448
 RP0448                         *CURRENT SURVEY CONTROL
 RP0448  ___________________________________________________________________
 RP0448* NAD 83(1986)-  46 41 30.     (N)    097 08 41.     (W)     SCALED    
 RP0448* NAVD 88     -       284.754  (meters)     934.23   (feet)  ADJUSTED  
 RP0448  ___________________________________________________________________
 RP0448  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RP0448  DYNAMIC HT  -         284.770 (meters)     934.28  (feet)  COMP
 RP0448  MODELED GRAV-     980,662.3   (mgal)                       NAVD 88
 RP0448
 RP0448  VERT ORDER  -  SECOND    CLASS 0
 RP0448
 RP0448.The horizontal coordinates were scaled from a topographic map and have
 RP0448.an estimated accuracy of +/- 6 seconds.
 RP0448
 RP0448.The orthometric height was determined by differential leveling
 RP0448.and adjusted by the National Geodetic Survey in June 1991..
 RP0448
 RP0448.The geoid height was determined by GEOID03.
 RP0448
 RP0448.The dynamic height is computed by dividing the NAVD 88
 RP0448.geopotential number by the normal gravity value computed on the
 RP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0448.degrees latitude (g = 980.6199 gals.).
 RP0448
 RP0448.The modeled gravity was interpolated from observed gravity values.
 RP0448
 RP0448;                    North         East    Units  Estimated Accuracy
 RP0448;SPC ND S     -   119,420.      856,560.      MT  (+/- 180 meters Scaled)
 RP0448
 RP0448                          SUPERSEDED SURVEY CONTROL
 RP0448
 RP0448  NGVD 29 (??/??/92)  284.460  (m)          933.27   (f) ADJ UNCH    2 0
 RP0448
 RP0448.Superseded values are not recommended for survey control.
 RP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0448.See file dsdata.txt to determine how the superseded data were derived.
 RP0448
 RP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS418725(NAD 83)
 RP0448_MARKER: DB = BENCH MARK DISK
 RP0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0448_STAMPING: N-46 1934
 RP0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0448+STABILITY: SURFACE MOTION
 RP0448
 RP0448  HISTORY     - Date     Condition        Report By
 RP0448  HISTORY     - 1934     MONUMENTED       CGS
 RP0448
 RP0448                          STATION DESCRIPTION
 RP0448
 RP0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0448'3.9 MI SW FROM DAVENPORT.
 RP0448'3.9 MILES SOUTHWEST OF CROSSING OF RAILROADS AT DAVENPORT.  ALONG
 RP0448'NORTHERN PACIFIC RAILROAD AT POLE WEST OF MILEPOST NO.22 AND RAILREST
 RP0448'AND EAST OF PRIVATE CROSSING.  SET IN POST 2 FEET BELOW RAIL LEVEL, 3
 RP0448'FEET SOUTH OF POLE, 39 FEET NORTHWEST OF CENTER LINE OF TRACK, 75 FEET
 RP0448'WEST OF MILEPOST AND 85 FEET NORTHEAST OF CENTER OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1551 ***********************************************************************
 TG1551  DESIGNATION -  N 462
 TG1551  PID         -  TG1551
 TG1551  STATE/COUNTY-  ND/MCKENZIE
 TG1551  USGS QUAD   -  WILLISTON SW (1979)
 TG1551
 TG1551                         *CURRENT SURVEY CONTROL
 TG1551  ___________________________________________________________________
 TG1551* NAD 83(1986)-  48 05 11.     (N)    103 41 34.     (W)     SCALED    
 TG1551* NAVD 88     -       564.806  (meters)    1853.03   (feet)  ADJUSTED  
 TG1551  ___________________________________________________________________
 TG1551  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG1551  DYNAMIC HT  -         564.877 (meters)    1853.27  (feet)  COMP
 TG1551  MODELED GRAV-     980,720.4   (mgal)                       NAVD 88
 TG1551
 TG1551  VERT ORDER  -  FIRST     CLASS II
 TG1551
 TG1551.The horizontal coordinates were scaled from a topographic map and have
 TG1551.an estimated accuracy of +/- 6 seconds.
 TG1551
 TG1551.The orthometric height was determined by differential leveling
 TG1551.and adjusted by the National Geodetic Survey in June 1991..
 TG1551
 TG1551.The geoid height was determined by GEOID03.
 TG1551
 TG1551.The dynamic height is computed by dividing the NAVD 88
 TG1551.geopotential number by the normal gravity value computed on the
 TG1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1551.degrees latitude (g = 980.6199 gals.).
 TG1551
 TG1551.The modeled gravity was interpolated from observed gravity values.
 TG1551
 TG1551;                    North         East    Units  Estimated Accuracy
 TG1551;SPC ND N     -   125,720.      362,220.      MT  (+/- 180 meters Scaled)
 TG1551
 TG1551                          SUPERSEDED SURVEY CONTROL
 TG1551
 TG1551.No superseded survey control is available for this station.
 TG1551
 TG1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP973267(NAD 83)
 TG1551_MARKER: I = METAL ROD
 TG1551_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1551_SP_SET: STAINLESS STEEL ROD
 TG1551_STAMPING: N 462 1981
 TG1551_MARK LOGO: NGS   
 TG1551_PROJECTION: FLUSH
 TG1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1551_ROD/PIPE-DEPTH: 25.6 meters
 TG1551
 TG1551  HISTORY     - Date     Condition        Report By
 TG1551  HISTORY     - 1981     MONUMENTED       NGS
 TG1551
 TG1551                          STATION DESCRIPTION
 TG1551
 TG1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1551'6.8 KM (4.25 MI) SOUTH FROM WILLISTON.
 TG1551'6.8 KM (4.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 TG1551'WITH U.S. HIGHWAY 2 IN WILLISTON, 36.9 METERS (121.0 FT) SOUTHWEST OF
 TG1551'THE CENTERLINE OF THE HIGHWAY, 29.6 METERS (97.0 FT) SOUTHEAST OF THE
 TG1551'CENTER OF A DIRT ROAD LEADING WEST AND 0.6 METER (2.0 FT) SOUTHEAST OF
 TG1551'A RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1551'5-INCH LOGO CAP.
 TG1551'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 TG1551'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0318 ***********************************************************************
 SP0318  DESIGNATION -  N 463
 SP0318  PID         -  SP0318
 SP0318  STATE/COUNTY-  ND/MCKENZIE
 SP0318  USGS QUAD   -  FAIRVIEW (1972)
 SP0318
 SP0318                         *CURRENT SURVEY CONTROL
 SP0318  ___________________________________________________________________
 SP0318* NAD 83(1986)-  47 51 45.     (N)    104 00 42.     (W)     SCALED    
 SP0318* NAVD 88     -       578.113  (meters)    1896.69   (feet)  ADJUSTED  
 SP0318  ___________________________________________________________________
 SP0318  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 SP0318  DYNAMIC HT  -         578.172 (meters)    1896.89  (feet)  COMP
 SP0318  MODELED GRAV-     980,695.3   (mgal)                       NAVD 88
 SP0318
 SP0318  VERT ORDER  -  FIRST     CLASS II
 SP0318
 SP0318.The horizontal coordinates were scaled from a topographic map and have
 SP0318.an estimated accuracy of +/- 6 seconds.
 SP0318
 SP0318.The orthometric height was determined by differential leveling
 SP0318.and adjusted by the National Geodetic Survey in June 1991..
 SP0318
 SP0318.The geoid height was determined by GEOID03.
 SP0318
 SP0318.The dynamic height is computed by dividing the NAVD 88
 SP0318.geopotential number by the normal gravity value computed on the
 SP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0318.degrees latitude (g = 980.6199 gals.).
 SP0318
 SP0318.The modeled gravity was interpolated from observed gravity values.
 SP0318
 SP0318;                    North         East    Units  Estimated Accuracy
 SP0318;SPC ND N     -   101,880.      337,350.      MT  (+/- 180 meters Scaled)
 SP0318
 SP0318                          SUPERSEDED SURVEY CONTROL
 SP0318
 SP0318.No superseded survey control is available for this station.
 SP0318
 SP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP739014(NAD 83)
 SP0318_MARKER: I = METAL ROD
 SP0318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0318_SP_SET: STAINLESS STEEL ROD
 SP0318_STAMPING: N 463 1981
 SP0318_MARK LOGO: NGS   
 SP0318_PROJECTION: FLUSH
 SP0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0318_ROD/PIPE-DEPTH: 12.2 meters
 SP0318
 SP0318  HISTORY     - Date     Condition        Report By
 SP0318  HISTORY     - 1981     MONUMENTED       NGS
 SP0318
 SP0318                          STATION DESCRIPTION
 SP0318
 SP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0318'3.5 KM (2.2 MI) EAST FROM FAIRVIEW.
 SP0318'3.5 KM (2.2 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SP0318'IN FAIRVIEW, 12.5 METERS (41.0 FT) SOUTH OF THE CENTERLINE OF THE
 SP0318'HIGHWAY, 10.7 METERS (35.0 FT) EAST OF THE CENTER OF A GRAVELEDED
 SP0318'ROAD, 0.3 METER (1.0 FT) NORTHWEST OF AN IRRIGATION CANEL HEADWALL.
 SP0318'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SP0318'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 SP0318'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1816 ***********************************************************************
 TF1816  DESIGNATION -  N 464
 TF1816  PID         -  TF1816
 TF1816  STATE/COUNTY-  ND/WARD
 TF1816  USGS QUAD   -  TAGUS (1980)
 TF1816
 TF1816                         *CURRENT SURVEY CONTROL
 TF1816  ___________________________________________________________________
 TF1816* NAD 83(1986)-  48 20 51.     (N)    101 53 06.     (W)     SCALED    
 TF1816* NAVD 88     -       682.149  (meters)    2238.02   (feet)  ADJUSTED  
 TF1816  ___________________________________________________________________
 TF1816  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 TF1816  DYNAMIC HT  -         682.255 (meters)    2238.36  (feet)  COMP
 TF1816  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 TF1816
 TF1816  VERT ORDER  -  FIRST     CLASS II
 TF1816
 TF1816.The horizontal coordinates were scaled from a topographic map and have
 TF1816.an estimated accuracy of +/- 6 seconds.
 TF1816
 TF1816.The orthometric height was determined by differential leveling
 TF1816.and adjusted by the National Geodetic Survey in June 1991..
 TF1816
 TF1816.The geoid height was determined by GEOID03.
 TF1816
 TF1816.The dynamic height is computed by dividing the NAVD 88
 TF1816.geopotential number by the normal gravity value computed on the
 TF1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1816.degrees latitude (g = 980.6199 gals.).
 TF1816
 TF1816.The modeled gravity was interpolated from observed gravity values.
 TF1816
 TF1816;                    North         East    Units  Estimated Accuracy
 TF1816;SPC ND N     -   150,740.      497,350.      MT  (+/- 180 meters Scaled)
 TF1816
 TF1816                          SUPERSEDED SURVEY CONTROL
 TF1816
 TF1816.No superseded survey control is available for this station.
 TF1816
 TF1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU862589(NAD 83)
 TF1816_MARKER: I = METAL ROD
 TF1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1816_SP_SET: STAINLESS STEEL ROD
 TF1816_STAMPING: N 464 1981
 TF1816_MARK LOGO: NGS   
 TF1816_PROJECTION: FLUSH
 TF1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1816_ROD/PIPE-DEPTH: 7.3  meters
 TF1816
 TF1816  HISTORY     - Date     Condition        Report By
 TF1816  HISTORY     - 1981     MONUMENTED       NGS
 TF1816
 TF1816                          STATION DESCRIPTION
 TF1816
 TF1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1816'3.8 KM (2.35 MI) EAST FROM TAGUS.
 TF1816'3.8 KM (2.35 MI) EASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TF1816'THE RAILROAD STATION IN TAGUS, 0.5 KM (0.3 MI) WEST OF A GRAVELED ROAD
 TF1816'CROSSING, 0.2 KM (0.1 MI) WEST OF MILE POST 30, 11.7 METERS (38.4 FT)
 TF1816'NORTHEAST OF THE NEAR RAIL AND 2.6 METERS (8.5 FT) SOUTHEAST OF A
 TF1816'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TF1816'CAP.
 TF1816'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 TF1816'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1621 ***********************************************************************
 TG1621  DESIGNATION -  N 465
 TG1621  PID         -  TG1621
 TG1621  STATE/COUNTY-  ND/MOUNTRAIL
 TG1621  USGS QUAD   -  TIOGA SE (1979)
 TG1621
 TG1621                         *CURRENT SURVEY CONTROL
 TG1621  ___________________________________________________________________
 TG1621* NAD 83(1986)-  48 20 37.     (N)    102 47 15.     (W)     SCALED    
 TG1621* NAVD 88     -       728.342  (meters)    2389.57   (feet)  ADJUSTED  
 TG1621  ___________________________________________________________________
 TG1621  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1621  DYNAMIC HT  -         728.460 (meters)    2389.96  (feet)  COMP
 TG1621  MODELED GRAV-     980,747.5   (mgal)                       NAVD 88
 TG1621
 TG1621  VERT ORDER  -  FIRST     CLASS II
 TG1621
 TG1621.The horizontal coordinates were scaled from a topographic map and have
 TG1621.an estimated accuracy of +/- 6 seconds.
 TG1621
 TG1621.The orthometric height was determined by differential leveling
 TG1621.and adjusted by the National Geodetic Survey in June 1991..
 TG1621
 TG1621.The geoid height was determined by GEOID03.
 TG1621
 TG1621.The dynamic height is computed by dividing the NAVD 88
 TG1621.geopotential number by the normal gravity value computed on the
 TG1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1621.degrees latitude (g = 980.6199 gals.).
 TG1621
 TG1621.The modeled gravity was interpolated from observed gravity values.
 TG1621
 TG1621;                    North         East    Units  Estimated Accuracy
 TG1621;SPC ND N     -   151,900.      430,470.      MT  (+/- 180 meters Scaled)
 TG1621
 TG1621                          SUPERSEDED SURVEY CONTROL
 TG1621
 TG1621.No superseded survey control is available for this station.
 TG1621
 TG1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP639568(NAD 83)
 TG1621_MARKER: I = METAL ROD
 TG1621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1621_SP_SET: STAINLESS STEEL ROD
 TG1621_STAMPING: N 465 1982
 TG1621_MARK LOGO: NGS   
 TG1621_PROJECTION: FLUSH
 TG1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1621_ROD/PIPE-DEPTH: 5.8  meters
 TG1621
 TG1621  HISTORY     - Date     Condition        Report By
 TG1621  HISTORY     - 1982     MONUMENTED       NGS
 TG1621
 TG1621                          STATION DESCRIPTION
 TG1621
 TG1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1621'19.2 KM (11.95 MI) WEST FROM ROSS.
 TG1621'19.2 KM (11.95 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1621'NORTHERN RAILROAD STATION IN ROSS, 0.3 KM (0.2 MI) EAST OF A PRIVATE
 TG1621'ROAD LEADING NORTH TO A RANCH, AT THE TOP OF A STEEP HILL AND 27.4
 TG1621'METERS (89.9 FT) NORTH OF THE CENTERLINE OF THE ROAD.  NOTE=ACCESS TO
 TG1621'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1621'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 TG1621'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1581 ***********************************************************************
 TG1581  DESIGNATION -  N 466
 TG1581  PID         -  TG1581
 TG1581  STATE/COUNTY-  ND/WILLIAMS
 TG1581  USGS QUAD   -  EPPING (1978)
 TG1581
 TG1581                         *CURRENT SURVEY CONTROL
 TG1581  ___________________________________________________________________
 TG1581* NAD 83(1986)-  48 17 56.     (N)    103 18 13.     (W)     SCALED    
 TG1581* NAVD 88     -       729.548  (meters)    2393.53   (feet)  ADJUSTED  
 TG1581  ___________________________________________________________________
 TG1581  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1581  DYNAMIC HT  -         729.650 (meters)    2393.86  (feet)  COMP
 TG1581  MODELED GRAV-     980,725.2   (mgal)                       NAVD 88
 TG1581
 TG1581  VERT ORDER  -  FIRST     CLASS II
 TG1581
 TG1581.The horizontal coordinates were scaled from a topographic map and have
 TG1581.an estimated accuracy of +/- 6 seconds.
 TG1581
 TG1581.The orthometric height was determined by differential leveling
 TG1581.and adjusted by the National Geodetic Survey in June 1991..
 TG1581
 TG1581.The geoid height was determined by GEOID03.
 TG1581
 TG1581.The dynamic height is computed by dividing the NAVD 88
 TG1581.geopotential number by the normal gravity value computed on the
 TG1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1581.degrees latitude (g = 980.6199 gals.).
 TG1581
 TG1581.The modeled gravity was interpolated from observed gravity values.
 TG1581
 TG1581;                    North         East    Units  Estimated Accuracy
 TG1581;SPC ND N     -   148,200.      392,050.      MT  (+/- 180 meters Scaled)
 TG1581
 TG1581                          SUPERSEDED SURVEY CONTROL
 TG1581
 TG1581.No superseded survey control is available for this station.
 TG1581
 TG1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP258509(NAD 83)
 TG1581_MARKER: I = METAL ROD
 TG1581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1581_SP_SET: STAINLESS STEEL ROD
 TG1581_STAMPING: N 466 1982
 TG1581_MARK LOGO: NGS   
 TG1581_PROJECTION: FLUSH
 TG1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1581_ROD/PIPE-DEPTH: 6.1  meters
 TG1581
 TG1581  HISTORY     - Date     Condition        Report By
 TG1581  HISTORY     - 1982     MONUMENTED       NGS
 TG1581
 TG1581                          STATION DESCRIPTION
 TG1581
 TG1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1581'5.9 KM (3.6 MI) NE FROM EPPING.
 TG1581'0.1 KM (0.05 MI) EASTERLY ALONG A DIRT ROAD FROM THE POST OFFICE IN
 TG1581'EPPING, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG COUNTY ROAD 42, THENCE
 TG1581'2.2 KM (1.35 MI) EASTERLY ALONG COUNTY ROAD 8, THENCE 3.1 KM (1.95 MI)
 TG1581'NORTHERLY ALONG OLD U. S. HIGHWAY 2, AT A POWERLINE CROSSING, 13.2
 TG1581'METERS (43.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.9 METERS
 TG1581'(32.5 FT) WEST OF THE CENTER OF A DIRT TRACK ROAD LEADING SOUTH AND
 TG1581'1.2 METERS (3.9 FT) WEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM
 TG1581'POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1581'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 TG1581'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1559 ***********************************************************************
 TG1559  DESIGNATION -  N 467
 TG1559  PID         -  TG1559
 TG1559  STATE/COUNTY-  ND/WILLIAMS
 TG1559  USGS QUAD   -  WILLISTON WEST (1976)
 TG1559
 TG1559                         *CURRENT SURVEY CONTROL
 TG1559  ___________________________________________________________________
 TG1559* NAD 83(1986)-  48 09 42.     (N)    103 38 29.     (W)     SCALED    
 TG1559* NAVD 88     -       583.558  (meters)    1914.56   (feet)  ADJUSTED  
 TG1559  ___________________________________________________________________
 TG1559  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1559  DYNAMIC HT  -         583.627 (meters)    1914.78  (feet)  COMP
 TG1559  MODELED GRAV-     980,710.6   (mgal)                       NAVD 88
 TG1559
 TG1559  VERT ORDER  -  FIRST     CLASS II
 TG1559
 TG1559.The horizontal coordinates were scaled from a topographic map and have
 TG1559.an estimated accuracy of +/- 6 seconds.
 TG1559
 TG1559.The orthometric height was determined by differential leveling
 TG1559.and adjusted by the National Geodetic Survey in June 1991..
 TG1559
 TG1559.The geoid height was determined by GEOID03.
 TG1559
 TG1559.The dynamic height is computed by dividing the NAVD 88
 TG1559.geopotential number by the normal gravity value computed on the
 TG1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1559.degrees latitude (g = 980.6199 gals.).
 TG1559
 TG1559.The modeled gravity was interpolated from observed gravity values.
 TG1559
 TG1559;                    North         East    Units  Estimated Accuracy
 TG1559;SPC ND N     -   133,920.      366,390.      MT  (+/- 180 meters Scaled)
 TG1559
 TG1559                          SUPERSEDED SURVEY CONTROL
 TG1559
 TG1559.No superseded survey control is available for this station.
 TG1559
 TG1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP010351(NAD 83)
 TG1559_MARKER: I = METAL ROD
 TG1559_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1559_SP_SET: STAINLESS STEEL ROD
 TG1559_STAMPING: N 467 1982
 TG1559_MARK LOGO: NGS   
 TG1559_PROJECTION: FLUSH
 TG1559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1559_ROD/PIPE-DEPTH: 7.3  meters
 TG1559
 TG1559  HISTORY     - Date     Condition        Report By
 TG1559  HISTORY     - 1982     MONUMENTED       NGS
 TG1559
 TG1559                          STATION DESCRIPTION
 TG1559
 TG1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1559'IN WILLISTON.
 TG1559'IN WILLISTON, AT THE INTERSECTION OF U. S. HIGHWAYS 2, 85 AND WEST
 TG1559'18TH STREET, 18.9 METERS (62.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 TG1559'STREET, 13.0 METERS (42.7 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 TG1559'BOUND LANES OF THE HIGHWAY AND 2.0 METERS (6.6 FT) SOUTHWEST OF A
 TG1559'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 TG1559'CAP.
 TG1559'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 TG1559'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0581 ***********************************************************************
 RR0581  DESIGNATION -  N 468
 RR0581  PID         -  RR0581
 RR0581  STATE/COUNTY-  ND/MORTON
 RR0581  USGS QUAD   -  JUDSON (1970)
 RR0581
 RR0581                         *CURRENT SURVEY CONTROL
 RR0581  ___________________________________________________________________
 RR0581* NAD 83(1986)-  46 50 50.     (N)    101 18 48.     (W)     SCALED    
 RR0581* NAVD 88     -       632.288  (meters)    2074.43   (feet)  ADJUSTED  
 RR0581  ___________________________________________________________________
 RR0581  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 RR0581  DYNAMIC HT  -         632.296 (meters)    2074.46  (feet)  COMP
 RR0581  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 RR0581
 RR0581  VERT ORDER  -  FIRST     CLASS II
 RR0581
 RR0581.The horizontal coordinates were scaled from a topographic map and have
 RR0581.an estimated accuracy of +/- 6 seconds.
 RR0581
 RR0581.The orthometric height was determined by differential leveling
 RR0581.and adjusted by the National Geodetic Survey in June 1991..
 RR0581
 RR0581.The geoid height was determined by GEOID03.
 RR0581
 RR0581.The dynamic height is computed by dividing the NAVD 88
 RR0581.geopotential number by the normal gravity value computed on the
 RR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0581.degrees latitude (g = 980.6199 gals.).
 RR0581
 RR0581.The modeled gravity was interpolated from observed gravity values.
 RR0581
 RR0581;                    North         East    Units  Estimated Accuracy
 RR0581;SPC ND S     -   131,550.      537,970.      MT  (+/- 180 meters Scaled)
 RR0581
 RR0581                          SUPERSEDED SURVEY CONTROL
 RR0581
 RR0581.No superseded survey control is available for this station.
 RR0581
 RR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS236907(NAD 83)
 RR0581_MARKER: I = METAL ROD
 RR0581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0581_SP_SET: STAINLESS STEEL ROD
 RR0581_STAMPING: N 468 1982
 RR0581_MARK LOGO: NGS   
 RR0581_PROJECTION: FLUSH
 RR0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0581_ROD/PIPE-DEPTH: 5.2  meters
 RR0581
 RR0581  HISTORY     - Date     Condition        Report By
 RR0581  HISTORY     - 1982     MONUMENTED       NGS
 RR0581
 RR0581                          STATION DESCRIPTION
 RR0581
 RR0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0581'8.0 KM (4.95 MI) EAST FROM NEW SALEM.
 RR0581'8.0 KM (4.95 MI) EASTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0581'STATE HIGHWAY 31 IN NEW SALEM, 0.8 KM (0.5 MI) EAST OF A CROSSROAD,
 RR0581'30.0 METERS (98.4 FT) NORTH OF THE CENTERLINE OF THE ROAD, 21.1 METERS
 RR0581'(69.2 FT) EAST OF THE CENTER OF A PRIVATE DRIVEWAY LEADING NORTH AND
 RR0581'12.3 METERS (40.4 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 RR0581'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0581'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0581'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1542 ***********************************************************************
 TE1542  DESIGNATION -  N 469
 TE1542  PID         -  TE1542
 TE1542  STATE/COUNTY-  ND/NELSON
 TE1542  USGS QUAD   -  MICHIGAN EAST (1971)
 TE1542
 TE1542                         *CURRENT SURVEY CONTROL
 TE1542  ___________________________________________________________________
 TE1542* NAD 83(1986)-  48 00 38.     (N)    098 00 03.     (W)     SCALED    
 TE1542* NAVD 88     -       467.004  (meters)    1532.16   (feet)  ADJUSTED  
 TE1542  ___________________________________________________________________
 TE1542  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 TE1542  DYNAMIC HT  -         467.088 (meters)    1532.44  (feet)  COMP
 TE1542  MODELED GRAV-     980,776.3   (mgal)                       NAVD 88
 TE1542
 TE1542  VERT ORDER  -  FIRST     CLASS II
 TE1542
 TE1542.The horizontal coordinates were scaled from a topographic map and have
 TE1542.an estimated accuracy of +/- 6 seconds.
 TE1542
 TE1542.The orthometric height was determined by differential leveling
 TE1542.and adjusted by the National Geodetic Survey in June 1991..
 TE1542
 TE1542.The geoid height was determined by GEOID03.
 TE1542
 TE1542.The dynamic height is computed by dividing the NAVD 88
 TE1542.geopotential number by the normal gravity value computed on the
 TE1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1542.degrees latitude (g = 980.6199 gals.).
 TE1542
 TE1542.The modeled gravity was interpolated from observed gravity values.
 TE1542
 TE1542;                    North         East    Units  Estimated Accuracy
 TE1542;SPC ND N     -   115,380.      786,420.      MT  (+/- 180 meters Scaled)
 TE1542
 TE1542                          SUPERSEDED SURVEY CONTROL
 TE1542
 TE1542.No superseded survey control is available for this station.
 TE1542
 TE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU745179(NAD 83)
 TE1542_MARKER: I = METAL ROD
 TE1542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1542_STAMPING: N 469 1981
 TE1542_MARK LOGO: NGS   
 TE1542_PROJECTION: RECESSED 4 CENTIMETERS
 TE1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1542+STABILITY: POSITION/ELEVATION WELL
 TE1542_ROD/PIPE-DEPTH: 12.4 meters
 TE1542_SLEEVE-DEPTH  : 10.6 meters
 TE1542
 TE1542  HISTORY     - Date     Condition        Report By
 TE1542  HISTORY     - 1981     MONUMENTED       NGS
 TE1542
 TE1542                          STATION DESCRIPTION
 TE1542
 TE1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TE1542'IN PETERSBURG.
 TE1542'IN PETERSBURG, IN THE LAWN AT THE NORTHWEST CORNER OF THE PETERSBURG
 TE1542'LUTHERAN CHURCH AND BEHIND THE CHURCH SIGN, 10.8 METERS (35.5 FT) EAST
 TE1542'OF THE EAST CURB OF COUNTY ROAD 5, 7.3 METERS (24.0 FT) SOUTH
 TE1542'SOUTHEAST OF THE SOUTH EDGE OF A EAST WEST SIDEWALK, 4.7 METERS
 TE1542'(15.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 3.5 METERS
 TE1542'(11.5 FT) NORTH OF THE NORTH FACE OF CHURCH, 2.4 METERS (8.0 FT)
 TE1542'SOUTHEAST OF THE SOUTHWEST CORNER OF THE FOUNDATION FOR THE CHURCH
 TE1542'SIGN, 2.1 METERS (7.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 TE1542'FOUNDATION, AND 1.5 METERS (5.0 FT) SOUTHEAST OF THE SOUTHEAST SIDE OF
 TE1542'THE FOUNDATION.
 TE1542'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0224 ***********************************************************************
 SL0224  DESIGNATION -  N 47
 SL0224  PID         -  SL0224
 SL0224  STATE/COUNTY-  ND/CASS
 SL0224  USGS QUAD   -  ARGUSVILLE (1976)
 SL0224
 SL0224                         *CURRENT SURVEY CONTROL
 SL0224  ___________________________________________________________________
 SL0224* NAD 83(1986)-  47 05 38.     (N)    096 56 56.     (W)     SCALED    
 SL0224* NAVD 88     -       270.024  (meters)     885.90   (feet)  ADJUSTED  
 SL0224  ___________________________________________________________________
 SL0224  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 SL0224  DYNAMIC HT  -         270.061 (meters)     886.03  (feet)  COMP
 SL0224  MODELED GRAV-     980,744.7   (mgal)                       NAVD 88
 SL0224
 SL0224  VERT ORDER  -  SECOND    CLASS 0
 SL0224
 SL0224.The horizontal coordinates were scaled from a topographic map and have
 SL0224.an estimated accuracy of +/- 6 seconds.
 SL0224
 SL0224.The orthometric height was determined by differential leveling
 SL0224.and adjusted by the National Geodetic Survey in June 1991..
 SL0224
 SL0224.The geoid height was determined by GEOID03.
 SL0224
 SL0224.The dynamic height is computed by dividing the NAVD 88
 SL0224.geopotential number by the normal gravity value computed on the
 SL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0224.degrees latitude (g = 980.6199 gals.).
 SL0224
 SL0224.The modeled gravity was interpolated from observed gravity values.
 SL0224
 SL0224;                    North         East    Units  Estimated Accuracy
 SL0224;SPC ND S     -   164,740.      869,500.      MT  (+/- 180 meters Scaled)
 SL0224
 SL0224                          SUPERSEDED SURVEY CONTROL
 SL0224
 SL0224  NGVD 29 (??/??/92)  269.714  (m)          884.89   (f) ADJ UNCH    2 0
 SL0224
 SL0224.Superseded values are not recommended for survey control.
 SL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0224.See file dsdata.txt to determine how the superseded data were derived.
 SL0224
 SL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT556176(NAD 83)
 SL0224_MARKER: DB = BENCH MARK DISK
 SL0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0224_STAMPING: N 47 1934
 SL0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0224+STABILITY: SURFACE MOTION
 SL0224
 SL0224  HISTORY     - Date     Condition        Report By
 SL0224  HISTORY     - 1934     MONUMENTED       CGS
 SL0224
 SL0224                          STATION DESCRIPTION
 SL0224
 SL0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0224'3.9 MI SE FROM GARDNER.
 SL0224'3.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0224'AT GARDNER, CASS COUNTY, 23 POLES SOUTHEAST OF MILEPOST 41, 1 POLE
 SL0224'NORTH OF CULVERT 671, AT A PUBLIC-ROAD CROSSING, 75 FEET NORTH OF THE
 SL0224'ROAD, 8 FEET NORTH OF THE FIRST POLE NORTH OF THE CROSSING, 60 FEET
 SL0224'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET LOWER THAN THE
 SL0224'RAIL.  A STANDARD DISK, STAMPED N 47 1934 AND SET IN THE TOP OF A
 SL0224'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1893 ***********************************************************************
 TF1893  DESIGNATION -  N 472
 TF1893  PID         -  TF1893
 TF1893  STATE/COUNTY-  ND/WARD
 TF1893  USGS QUAD   -  MINOT (1979)
 TF1893
 TF1893                         *CURRENT SURVEY CONTROL
 TF1893  ___________________________________________________________________
 TF1893* NAD 83(1986)-  48 13 51.     (N)    101 15 08.     (W)     SCALED    
 TF1893* NAVD 88     -       473.193  (meters)    1552.47   (feet)  ADJUSTED  
 TF1893  ___________________________________________________________________
 TF1893  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 TF1893  DYNAMIC HT  -         473.272 (meters)    1552.73  (feet)  COMP
 TF1893  MODELED GRAV-     980,762.2   (mgal)                       NAVD 88
 TF1893
 TF1893  VERT ORDER  -  FIRST     CLASS II
 TF1893
 TF1893.The horizontal coordinates were scaled from a topographic map and have
 TF1893.an estimated accuracy of +/- 6 seconds.
 TF1893
 TF1893.The orthometric height was determined by differential leveling
 TF1893.and adjusted by the National Geodetic Survey in June 1991..
 TF1893
 TF1893.The geoid height was determined by GEOID03.
 TF1893
 TF1893.The dynamic height is computed by dividing the NAVD 88
 TF1893.geopotential number by the normal gravity value computed on the
 TF1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1893.degrees latitude (g = 980.6199 gals.).
 TF1893
 TF1893.The modeled gravity was interpolated from observed gravity values.
 TF1893
 TF1893;                    North         East    Units  Estimated Accuracy
 TF1893;SPC ND N     -   137,120.      544,120.      MT  (+/- 180 meters Scaled)
 TF1893
 TF1893                          SUPERSEDED SURVEY CONTROL
 TF1893
 TF1893.No superseded survey control is available for this station.
 TF1893
 TF1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU327444(NAD 83)
 TF1893_MARKER: I = METAL ROD
 TF1893_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TF1893+WITH SETTING: INFORMATION.
 TF1893_SP_SET: SHALLOW SET METAL ROD
 TF1893_STAMPING: N 472 1982
 TF1893_MARK LOGO: NGS   
 TF1893_PROJECTION: FLUSH
 TF1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1893_ROD/PIPE-DEPTH: 1.8  meters
 TF1893
 TF1893  HISTORY     - Date     Condition        Report By
 TF1893  HISTORY     - 1982     MONUMENTED       NGS
 TF1893
 TF1893                          STATION DESCRIPTION
 TF1893
 TF1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1893'IN MINOT.
 TF1893'2.7 KM (1.7 MI) WEST ALONG BUSINESS U.S. HIGHWAY 2 FROM THE JUNCTION
 TF1893'OF U.S. HIGHWAY 2, THENCE 0.2 KM (0.1 MI) NORTH ALONG COUNTY ROAD 19,
 TF1893'SET AT A LARGE METAL BUILDING, 48.3 METERS (158.5 FT) EAST OF THE
 TF1893'CENTERLINE OF THE COUNTY ROAD, 54.8 METERS (180.0 FT) NORTH-NORTHWEST
 TF1893'OF THE SOUTHWEST CORNER OF THE MAIN BUILDING, 4.2 METERS (14.0 FT)
 TF1893'NORTHEAST OF A FLAGPOLE, AND 1.2 METERS (4.0 FT) WEST OF THE SOUTHWEST
 TF1893'CORNER OF A METAL BUILDING, PRESENTLY OCCUPIED BY THE POLYCO AMERICAN
 TF1893'WINDOW COMPANY, THE OFFICE ADDITION.  NOTE, DRIVEN TO REFUSAL.
 TF1893'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0448 ***********************************************************************
 RQ0448  DESIGNATION -  N 473
 RQ0448  PID         -  RQ0448
 RQ0448  STATE/COUNTY-  ND/STUTSMAN
 RQ0448  USGS QUAD   -  CLEVELAND (1975)
 RQ0448
 RQ0448                         *CURRENT SURVEY CONTROL
 RQ0448  ___________________________________________________________________
 RQ0448* NAD 83(1986)-  46 53 32.     (N)    099 00 33.     (W)     SCALED    
 RQ0448* NAVD 88     -       539.530  (meters)    1770.11   (feet)  ADJUSTED  
 RQ0448  ___________________________________________________________________
 RQ0448  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 RQ0448  DYNAMIC HT  -         539.547 (meters)    1770.16  (feet)  COMP
 RQ0448  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 RQ0448
 RQ0448  VERT ORDER  -  FIRST     CLASS II
 RQ0448
 RQ0448.The horizontal coordinates were scaled from a topographic map and have
 RQ0448.an estimated accuracy of +/- 6 seconds.
 RQ0448
 RQ0448.The orthometric height was determined by differential leveling
 RQ0448.and adjusted by the National Geodetic Survey in June 1991..
 RQ0448
 RQ0448.The geoid height was determined by GEOID03.
 RQ0448
 RQ0448.The dynamic height is computed by dividing the NAVD 88
 RQ0448.geopotential number by the normal gravity value computed on the
 RQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0448.degrees latitude (g = 980.6199 gals.).
 RQ0448
 RQ0448.The modeled gravity was interpolated from observed gravity values.
 RQ0448
 RQ0448;                    North         East    Units  Estimated Accuracy
 RQ0448;SPC ND S     -   137,310.      713,600.      MT  (+/- 180 meters Scaled)
 RQ0448
 RQ0448                          SUPERSEDED SURVEY CONTROL
 RQ0448
 RQ0448.No superseded survey control is available for this station.
 RQ0448
 RQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS993931(NAD 83)
 RQ0448_MARKER: I = METAL ROD
 RQ0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0448_SP_SET: STAINLESS STEEL ROD
 RQ0448_STAMPING: N 473 1982
 RQ0448_MARK LOGO: NGS   
 RQ0448_PROJECTION: FLUSH
 RQ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0448_ROD/PIPE-DEPTH: 7.3  meters
 RQ0448
 RQ0448  HISTORY     - Date     Condition        Report By
 RQ0448  HISTORY     - 1982     MONUMENTED       NGS
 RQ0448
 RQ0448                          STATION DESCRIPTION
 RQ0448
 RQ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0448'8.8 KM (5.5 MI) EAST FROM CLEVELAND.
 RQ0448'8.8 KM (5.5 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RQ0448'A ROAD LEADING NORTH TO CLEVELAND, AT A FENCE LINE OFFSET, 0.4 METER
 RQ0448'(1.5 FT) SOUTH OF THE RIGHT OF WAY FENCE, 0.4 METER (1.5 FT) SOUTHWEST
 RQ0448'OF A BRACED CORNER FENCE POST, 9.1 METERS (30.0 FT) EAST OF THE
 RQ0448'EXTENDED CENTER OF A SECTION LINE ROAD, 20.1 METERS (66.0 FT) SOUTH OF
 RQ0448'A BRACED CORNER FENCE POST, AND 22.5 METERS (74.0 FT) NORTH OF THE
 RQ0448'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE.
 RQ0448'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0448'THE MARK IS 1.0 M BELOW INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1850 ***********************************************************************
 TF1850  DESIGNATION -  N 474
 TF1850  PID         -  TF1850
 TF1850  STATE/COUNTY-  ND/PIERCE
 TF1850  USGS QUAD   -  LEVERICH (1954)
 TF1850
 TF1850                         *CURRENT SURVEY CONTROL
 TF1850  ___________________________________________________________________
 TF1850* NAD 83(1986)-  48 27 28.     (N)    100 02 15.     (W)     SCALED    
 TF1850* NAVD 88     -       457.568  (meters)    1501.20   (feet)  ADJUSTED  
 TF1850  ___________________________________________________________________
 TF1850  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 TF1850  DYNAMIC HT  -         457.666 (meters)    1501.53  (feet)  COMP
 TF1850  MODELED GRAV-     980,810.7   (mgal)                       NAVD 88
 TF1850
 TF1850  VERT ORDER  -  FIRST     CLASS II
 TF1850
 TF1850.The horizontal coordinates were scaled from a topographic map and have
 TF1850.an estimated accuracy of +/- 6 seconds.
 TF1850
 TF1850.The orthometric height was determined by differential leveling
 TF1850.and adjusted by the National Geodetic Survey in June 1991..
 TF1850
 TF1850.The geoid height was determined by GEOID03.
 TF1850
 TF1850.The dynamic height is computed by dividing the NAVD 88
 TF1850.geopotential number by the normal gravity value computed on the
 TF1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1850.degrees latitude (g = 980.6199 gals.).
 TF1850
 TF1850.The modeled gravity was interpolated from observed gravity values.
 TF1850
 TF1850;                    North         East    Units  Estimated Accuracy
 TF1850;SPC ND N     -   162,180.      634,210.      MT  (+/- 180 meters Scaled)
 TF1850
 TF1850                          SUPERSEDED SURVEY CONTROL
 TF1850
 TF1850.No superseded survey control is available for this station.
 TF1850
 TF1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU232677(NAD 83)
 TF1850_MARKER: I = METAL ROD
 TF1850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1850_SP_SET: STAINLESS STEEL ROD
 TF1850_STAMPING: N 474 1982
 TF1850_MARK LOGO: NGS   
 TF1850_PROJECTION: FLUSH
 TF1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1850_ROD/PIPE-DEPTH: 9.7  meters
 TF1850
 TF1850  HISTORY     - Date     Condition        Report By
 TF1850  HISTORY     - 1982     MONUMENTED       NGS
 TF1850
 TF1850                          STATION DESCRIPTION
 TF1850
 TF1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1850'12.8 KM (7.95 MI) NORTH FROM RUGBY.
 TF1850'12.8 KM (7.95 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1850'U.S. HIGHWAY 2 IN RUGBY, AT A SECTION LINE ROAD, 23.8 METERS (78.0 FT)
 TF1850'WEST OF THE CENTERLINE OF THE HIGHWAY, 12.5 METERS (41.0 FT) SOUTH OF
 TF1850'THE CENTER OF A FIELD ROAD, 9.4 METERS (31.0 FT) WEST-NORTHWEST OF THE
 TF1850'SOUTH END OF A GALVANIZED PIPE CULVERT UNDER A FIELD ROAD, 4.3 METERS
 TF1850'(14.0 FT) EAST OF A GUY WIRE JUST WEST OF POWER POLE NUMBER 165, AND
 TF1850'0.8 METER (2.5 FT) NORTH OF POWER POLE NUMBER 165.
 TF1850'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1850'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1877 ***********************************************************************
 TF1877  DESIGNATION -  N 475
 TF1877  PID         -  TF1877
 TF1877  STATE/COUNTY-  ND/ROLETTE
 TF1877  USGS QUAD   -  DUNSEITH (1955)
 TF1877
 TF1877                         *CURRENT SURVEY CONTROL
 TF1877  ___________________________________________________________________
 TF1877* NAD 83(1986)-  48 50 13.     (N)    100 03 03.     (W)     SCALED    
 TF1877* NAVD 88     -       587.786  (meters)    1928.43   (feet)  ADJUSTED  
 TF1877  ___________________________________________________________________
 TF1877  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF1877  DYNAMIC HT  -         587.931 (meters)    1928.90  (feet)  COMP
 TF1877  MODELED GRAV-     980,836.6   (mgal)                       NAVD 88
 TF1877
 TF1877  VERT ORDER  -  FIRST     CLASS II
 TF1877
 TF1877.The horizontal coordinates were scaled from a topographic map and have
 TF1877.an estimated accuracy of +/- 6 seconds.
 TF1877
 TF1877.The orthometric height was determined by differential leveling
 TF1877.and adjusted by the National Geodetic Survey in June 1991..
 TF1877
 TF1877.The geoid height was determined by GEOID03.
 TF1877
 TF1877.The dynamic height is computed by dividing the NAVD 88
 TF1877.geopotential number by the normal gravity value computed on the
 TF1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1877.degrees latitude (g = 980.6199 gals.).
 TF1877
 TF1877.The modeled gravity was interpolated from observed gravity values.
 TF1877
 TF1877;                    North         East    Units  Estimated Accuracy
 TF1877;SPC ND N     -   204,340.      632,970.      MT  (+/- 180 meters Scaled)
 TF1877
 TF1877                          SUPERSEDED SURVEY CONTROL
 TF1877
 TF1877.No superseded survey control is available for this station.
 TF1877
 TF1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV228098(NAD 83)
 TF1877_MARKER: I = METAL ROD
 TF1877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1877_SP_SET: STAINLESS STEEL ROD
 TF1877_STAMPING: N 475 1982
 TF1877_MARK LOGO: NGS   
 TF1877_PROJECTION: FLUSH
 TF1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1877_ROD/PIPE-DEPTH: 9.7  meters
 TF1877
 TF1877  HISTORY     - Date     Condition        Report By
 TF1877  HISTORY     - 1982     MONUMENTED       NGS
 TF1877
 TF1877                          STATION DESCRIPTION
 TF1877
 TF1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1877'3.7 KM (2.3 MI) NORTH FROM DUNSEITH.
 TF1877'3.7 KM (2.3 MI) NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TF1877'STATE HIGHWAY 5 WHICH IS SOUTH OF DUNSEITH, AT THE ENTRANCE TO THE
 TF1877'GREEN GATE GOLF COURSE, 32.0 METERS (105.0 FT) EAST-NORTHEAST OF THE
 TF1877'CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.5 FT) SOUTH-SOUTHEAST OF THE
 TF1877'CENTER OF A PRIVATE DRIVE TO GOLF COURSE, 6.7 METERS (22.0 FT)
 TF1877'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A STEEL CATTLE GUARD, AND
 TF1877'0.3 METER (1.0 FT) WEST-SOUTHWEST OF A FENCE LINE.
 TF1877'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1877'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1941 ***********************************************************************
 TF1941  DESIGNATION -  N 476
 TF1941  PID         -  TF1941
 TF1941  STATE/COUNTY-  ND/MCHENRY
 TF1941  USGS QUAD   -  TOWNER (1980)
 TF1941
 TF1941                         *CURRENT SURVEY CONTROL
 TF1941  ___________________________________________________________________
 TF1941* NAD 83(1986)-  48 20 42.     (N)    100 23 16.     (W)     SCALED    
 TF1941* NAVD 88     -       449.168  (meters)    1473.65   (feet)  ADJUSTED  
 TF1941  ___________________________________________________________________
 TF1941  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF1941  DYNAMIC HT  -         449.260 (meters)    1473.95  (feet)  COMP
 TF1941  MODELED GRAV-     980,800.7   (mgal)                       NAVD 88
 TF1941
 TF1941  VERT ORDER  -  FIRST     CLASS II
 TF1941
 TF1941.The horizontal coordinates were scaled from a topographic map and have
 TF1941.an estimated accuracy of +/- 6 seconds.
 TF1941
 TF1941.The orthometric height was determined by differential leveling
 TF1941.and adjusted by the National Geodetic Survey in June 1991..
 TF1941
 TF1941.The geoid height was determined by GEOID03.
 TF1941
 TF1941.The dynamic height is computed by dividing the NAVD 88
 TF1941.geopotential number by the normal gravity value computed on the
 TF1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1941.degrees latitude (g = 980.6199 gals.).
 TF1941
 TF1941.The modeled gravity was interpolated from observed gravity values.
 TF1941
 TF1941;                    North         East    Units  Estimated Accuracy
 TF1941;SPC ND N     -   149,550.      608,320.      MT  (+/- 180 meters Scaled)
 TF1941
 TF1941                          SUPERSEDED SURVEY CONTROL
 TF1941
 TF1941.No superseded survey control is available for this station.
 TF1941
 TF1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU971555(NAD 83)
 TF1941_MARKER: I = METAL ROD
 TF1941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1941_SP_SET: STAINLESS STEEL ROD
 TF1941_STAMPING: N 476 1982
 TF1941_MARK LOGO: NGS   
 TF1941_PROJECTION: FLUSH
 TF1941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1941_ROD/PIPE-DEPTH: 7.3  meters
 TF1941
 TF1941  HISTORY     - Date     Condition        Report By
 TF1941  HISTORY     - 1982     MONUMENTED       NGS
 TF1941
 TF1941                          STATION DESCRIPTION
 TF1941
 TF1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1941'1.4 KM (0.9 MI) EAST FROM TOWNER.
 TF1941'1.4 KM (0.9 MI) NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TF1941'STATE ROUTE 14 NORTH IN TOWNER, AT A SECTION LINE ROAD, 0.3 METER
 TF1941'(1.0 FT) WEST-NORTHWEST OF A FENCE, 2.4 METERS (8.0 FT) NORTH OF A
 TF1941'BRACED CORNER FENCE POST, 12.8 METERS (42.0 FT) EAST-NORTHEAST OF THE
 TF1941'CENTER OF THE ROAD, 14.9 METERS (49.0 FT) SOUTH-SOUTHWEST OF A RIGHT
 TF1941'OF WAY MARKER, AND 42.3 METERS (139.0 FT) SOUTHEAST OF THE CENTERLINE
 TF1941'OF THE EASTBOUND LANES OF THE HIGHWAY.
 TF1941'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 TF1941'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1544 ***********************************************************************
 TE1544  DESIGNATION -  N 477
 TE1544  PID         -  TE1544
 TE1544  STATE/COUNTY-  ND/NELSON
 TE1544  USGS QUAD   -  MICHIGAN EAST (1971)
 TE1544
 TE1544                         *CURRENT SURVEY CONTROL
 TE1544  ___________________________________________________________________
 TE1544* NAD 83(1986)-  48 01 17.     (N)    098 03 16.     (W)     SCALED    
 TE1544* NAVD 88     -       464.528  (meters)    1524.04   (feet)  ADJUSTED  
 TE1544  ___________________________________________________________________
 TE1544  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 TE1544  DYNAMIC HT  -         464.609 (meters)    1524.30  (feet)  COMP
 TE1544  MODELED GRAV-     980,771.5   (mgal)                       NAVD 88
 TE1544
 TE1544  VERT ORDER  -  FIRST     CLASS II
 TE1544
 TE1544.The horizontal coordinates were scaled from a topographic map and have
 TE1544.an estimated accuracy of +/- 6 seconds.
 TE1544
 TE1544.The orthometric height was determined by differential leveling
 TE1544.and adjusted by the National Geodetic Survey in June 1991..
 TE1544
 TE1544.The geoid height was determined by GEOID03.
 TE1544
 TE1544.The dynamic height is computed by dividing the NAVD 88
 TE1544.geopotential number by the normal gravity value computed on the
 TE1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1544.degrees latitude (g = 980.6199 gals.).
 TE1544
 TE1544.The modeled gravity was interpolated from observed gravity values.
 TE1544
 TE1544;                    North         East    Units  Estimated Accuracy
 TE1544;SPC ND N     -   116,460.      782,380.      MT  (+/- 180 meters Scaled)
 TE1544
 TE1544                          SUPERSEDED SURVEY CONTROL
 TE1544
 TE1544.No superseded survey control is available for this station.
 TE1544
 TE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU705191(NAD 83)
 TE1544_MARKER: I = METAL ROD
 TE1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1544_SP_SET: STAINLESS STEEL ROD
 TE1544_STAMPING: N 477 1982
 TE1544_MARK LOGO: NGS   
 TE1544_PROJECTION: FLUSH
 TE1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1544_ROD/PIPE-DEPTH: 7.3  meters
 TE1544
 TE1544  HISTORY     - Date     Condition        Report By
 TE1544  HISTORY     - 1982     MONUMENTED       NGS
 TE1544
 TE1544                          STATION DESCRIPTION
 TE1544
 TE1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1544'4.6 KM (2.85 MI) WEST FROM PETERSBURG.
 TE1544'4.6 KM (2.85 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE1544'ROAD 5 IN PETERSBURG, BETWEEN POWERLINE POLES WITH 2 GUY WIRES,
 TE1544'31.6 METERS (104.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TE1544'23.2 METERS (77.0 FT) EAST OF THE CENTER OF A ENTRY ROAD TO A FIELD,
 TE1544'17.0 METERS (59.0 FT) NORTHEAST OF A 2 FOOT GALVANIZED CULVERT UNDER
 TE1544'THE ENTRY ROAD, 1.2 METERS (3.9 FT) WEST OF THE EASTERNMOST OF 2
 TE1544'POWERLINE POLES WITH GUY WIRES, AND 0.3 METER (1.0 FT) SOUTH OF A
 TE1544'WITNESS POST.
 TE1544'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1544'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1577 ***********************************************************************
 TE1577  DESIGNATION -  N 478
 TE1577  PID         -  TE1577
 TE1577  STATE/COUNTY-  ND/RAMSEY
 TE1577  USGS QUAD   -  DEVILS LAKE (1994)
 TE1577
 TE1577                         *CURRENT SURVEY CONTROL
 TE1577  ___________________________________________________________________
 TE1577* NAD 83(1986)-  48 06 00.     (N)    098 50 20.     (W)     SCALED    
 TE1577* NAVD 88     -       440.965  (meters)    1446.73   (feet)  ADJUSTED  
 TE1577  ___________________________________________________________________
 TE1577  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 TE1577  DYNAMIC HT  -         441.043 (meters)    1446.99  (feet)  COMP
 TE1577  MODELED GRAV-     980,773.9   (mgal)                       NAVD 88
 TE1577
 TE1577  VERT ORDER  -  FIRST     CLASS II
 TE1577
 TE1577.The horizontal coordinates were scaled from a topographic map and have
 TE1577.an estimated accuracy of +/- 6 seconds.
 TE1577
 TE1577.The orthometric height was determined by differential leveling
 TE1577.and adjusted by the National Geodetic Survey in June 1991..
 TE1577
 TE1577.The geoid height was determined by GEOID03.
 TE1577
 TE1577.The dynamic height is computed by dividing the NAVD 88
 TE1577.geopotential number by the normal gravity value computed on the
 TE1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1577.degrees latitude (g = 980.6199 gals.).
 TE1577
 TE1577.The modeled gravity was interpolated from observed gravity values.
 TE1577
 TE1577;                    North         East    Units  Estimated Accuracy
 TE1577;SPC ND N     -   123,630.      723,700.      MT  (+/- 180 meters Scaled)
 TE1577
 TE1577                          SUPERSEDED SURVEY CONTROL
 TE1577
 TE1577.No superseded survey control is available for this station.
 TE1577
 TE1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU119274(NAD 83)
 TE1577_MARKER: I = METAL ROD
 TE1577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1577_SP_SET: STAINLESS STEEL ROD
 TE1577_STAMPING: N 478 1982
 TE1577_MARK LOGO: NGS   
 TE1577_PROJECTION: FLUSH
 TE1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1577_ROD/PIPE-DEPTH: 7.31 meters
 TE1577
 TE1577  HISTORY     - Date     Condition        Report By
 TE1577  HISTORY     - 1982     MONUMENTED       NGS
 TE1577
 TE1577                          STATION DESCRIPTION
 TE1577
 TE1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1577'2.1 KM (1.3 MI) SE FROM DEVILS LAKE.
 TE1577'2.1 KM (1.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1577'STATE HIGHWAY 20 IN DEVILS LAKE, TO AN ACCESS ROAD ON THE NORTH SIDE
 TE1577'OF THE HIGHWAY, 66.14 METERS (217.0 FT) NORTH NORTHEAST OF WESTBOUND
 TE1577'LANE OF HIGHWAY 2, 12.19 METERS (40.2 FT) EAST SOUTHEAST OF THE CENTER
 TE1577'OF A FARMERS ACCESS ROAD, AND 0.91 METERS (3.0 FT) WEST OF A POWERLINE
 TE1577'POLE WITH A SINGLE TRANSFORMER.
 TE1577'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 TE1577'THE MARK IS 1.82 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1631 ***********************************************************************
 TE1631  DESIGNATION -  N 479
 TE1631  PID         -  TE1631
 TE1631  STATE/COUNTY-  ND/BENSON
 TE1631  USGS QUAD   -  TILDEN (1994)
 TE1631
 TE1631                         *CURRENT SURVEY CONTROL
 TE1631  ___________________________________________________________________
 TE1631* NAD 83(1986)-  48 13 27.     (N)    099 13 19.     (W)     SCALED    
 TE1631* NAVD 88     -       444.670  (meters)    1458.89   (feet)  ADJUSTED  
 TE1631  ___________________________________________________________________
 TE1631  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 TE1631  DYNAMIC HT  -         444.747 (meters)    1459.14  (feet)  COMP
 TE1631  MODELED GRAV-     980,772.8   (mgal)                       NAVD 88
 TE1631
 TE1631  VERT ORDER  -  FIRST     CLASS II
 TE1631
 TE1631.The horizontal coordinates were scaled from a topographic map and have
 TE1631.an estimated accuracy of +/- 6 seconds.
 TE1631
 TE1631.The orthometric height was determined by differential leveling
 TE1631.and adjusted by the National Geodetic Survey in June 1991..
 TE1631
 TE1631.The geoid height was determined by GEOID03.
 TE1631
 TE1631.The dynamic height is computed by dividing the NAVD 88
 TE1631.geopotential number by the normal gravity value computed on the
 TE1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1631.degrees latitude (g = 980.6199 gals.).
 TE1631
 TE1631.The modeled gravity was interpolated from observed gravity values.
 TE1631
 TE1631;                    North         East    Units  Estimated Accuracy
 TE1631;SPC ND N     -   136,890.      694,950.      MT  (+/- 180 meters Scaled)
 TE1631
 TE1631                          SUPERSEDED SURVEY CONTROL
 TE1631
 TE1631  NGVD 29 (04/23/90)  444.301  (m)         1457.68   (f) ADJUSTED    1 2
 TE1631
 TE1631.Superseded values are not recommended for survey control.
 TE1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1631.See file dsdata.txt to determine how the superseded data were derived.
 TE1631
 TE1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU835412(NAD 83)
 TE1631_MARKER: I = METAL ROD
 TE1631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1631_SP_SET: STAINLESS STEEL ROD
 TE1631_STAMPING: N 479 1982
 TE1631_MARK LOGO: NGS   
 TE1631_PROJECTION: FLUSH
 TE1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1631_ROD/PIPE-DEPTH: 6.09 meters
 TE1631
 TE1631  HISTORY     - Date     Condition        Report By
 TE1631  HISTORY     - 1982     MONUMENTED       NGS
 TE1631
 TE1631                          STATION DESCRIPTION
 TE1631
 TE1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1631'8.8 KM (5.5 MI) SSE FROM CHURCHS FERRY.
 TE1631'5.3 KM (3.3 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION OF
 TE1631'U.S. HIGHWAY 2 (WEST OF CHURCHS FERRY), AT A COUNTY ROAD INTERSECTION
 TE1631'NEAR THE NORMANIA TOWNSHIP HALL, 62.5 METERS (205.0 FT) NORTH OF THE
 TE1631'CENTER OF THE COUNTY ROAD, 31.7 METERS (104.0 FT) WEST OF THE
 TE1631'CENTERLINE OF THE HIGHWAY, 19.2 METERS (63.0 FT) NORTHEAST OF THE
 TE1631'SOUTHEAST CORNER OF THE NORMANIA TOWNSHIP HALL, 16.5 METERS (54.0 FT)
 TE1631'NORTHEAST OF THE NORTHEAST CORNER OF THE NORMANIA TOWNSHIP HALL, AND
 TE1631'7.9 METERS (26.0 FT) NORTH OF THE CENTER OF AN ACCESS ROAD.
 TE1631'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1631'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0439 ***********************************************************************
 SL0439  DESIGNATION -  N 48
 SL0439  PID         -  SL0439
 SL0439  STATE/COUNTY-  ND/TRAILL
 SL0439  USGS QUAD   -  BUXTON (1971)
 SL0439
 SL0439                         *CURRENT SURVEY CONTROL
 SL0439  ___________________________________________________________________
 SL0439* NAD 83(1986)-  47 36 50.     (N)    097 05 57.     (W)     SCALED    
 SL0439* NAVD 88     -       283.894  (meters)     931.41   (feet)  ADJUSTED  
 SL0439  ___________________________________________________________________
 SL0439  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 SL0439  DYNAMIC HT  -         283.935 (meters)     931.54  (feet)  COMP
 SL0439  MODELED GRAV-     980,751.1   (mgal)                       NAVD 88
 SL0439
 SL0439  VERT ORDER  -  SECOND    CLASS 0
 SL0439
 SL0439.The horizontal coordinates were scaled from a topographic map and have
 SL0439.an estimated accuracy of +/- 6 seconds.
 SL0439
 SL0439.The orthometric height was determined by differential leveling
 SL0439.and adjusted by the National Geodetic Survey in June 1991..
 SL0439
 SL0439.The geoid height was determined by GEOID03.
 SL0439
 SL0439.The dynamic height is computed by dividing the NAVD 88
 SL0439.geopotential number by the normal gravity value computed on the
 SL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0439.degrees latitude (g = 980.6199 gals.).
 SL0439
 SL0439.The modeled gravity was interpolated from observed gravity values.
 SL0439
 SL0439;                    North         East    Units  Estimated Accuracy
 SL0439;SPC ND N     -    73,900.      855,590.      MT  (+/- 180 meters Scaled)
 SL0439
 SL0439                          SUPERSEDED SURVEY CONTROL
 SL0439
 SL0439  NGVD 29 (??/??/92)  283.541  (m)          930.25   (f) ADJ UNCH    2 0
 SL0439
 SL0439.Superseded values are not recommended for survey control.
 SL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0439.See file dsdata.txt to determine how the superseded data were derived.
 SL0439
 SL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT428751(NAD 83)
 SL0439_MARKER: DB = BENCH MARK DISK
 SL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0439_STAMPING: N-48 1934
 SL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0439+STABILITY: SURFACE MOTION
 SL0439
 SL0439  HISTORY     - Date     Condition        Report By
 SL0439  HISTORY     - 1934     MONUMENTED       CGS
 SL0439  HISTORY     - 1971     MARK NOT FOUND   USGS
 SL0439
 SL0439                          STATION DESCRIPTION
 SL0439
 SL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0439'0.9 MI N FROM BUXTON.
 SL0439'0.9 MILE NORTH OF DEPOT AT BUXTON.  ALONG GREAT NORTHERN RAILROAD AT
 SL0439'FIRST POLE SOUTH OF MILEPOST NO. 77 AND PUBLIC CROSSING.  SET IN POST
 SL0439'2 FEET BELOW RAIL LEVEL, 12 FEET EAST OF POLE, 30 FEET SOUTH OF ROAD
 SL0439'AND 51 FEET WEST OF CENTER LINE OF TRACK.
 SL0439
 SL0439                          STATION RECOVERY (1971)
 SL0439
 SL0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 SL0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0995 ***********************************************************************
 SM0995  DESIGNATION -  N 480
 SM0995  PID         -  SM0995
 SM0995  STATE/COUNTY-  ND/BENSON
 SM0995  USGS QUAD   -  OBERON (1986)
 SM0995
 SM0995                         *CURRENT SURVEY CONTROL
 SM0995  ___________________________________________________________________
 SM0995* NAD 83(1986)-  47 53 31.     (N)    099 07 33.     (W)     SCALED    
 SM0995* NAVD 88     -       477.598  (meters)    1566.92   (feet)  ADJUSTED  
 SM0995  ___________________________________________________________________
 SM0995  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SM0995  DYNAMIC HT  -         477.664 (meters)    1567.14  (feet)  COMP
 SM0995  MODELED GRAV-     980,736.0   (mgal)                       NAVD 88
 SM0995
 SM0995  VERT ORDER  -  FIRST     CLASS II
 SM0995
 SM0995.The horizontal coordinates were scaled from a topographic map and have
 SM0995.an estimated accuracy of +/- 6 seconds.
 SM0995
 SM0995.The orthometric height was determined by differential leveling
 SM0995.and adjusted by the National Geodetic Survey in June 1991..
 SM0995
 SM0995.The geoid height was determined by GEOID03.
 SM0995
 SM0995.The dynamic height is computed by dividing the NAVD 88
 SM0995.geopotential number by the normal gravity value computed on the
 SM0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0995.degrees latitude (g = 980.6199 gals.).
 SM0995
 SM0995.The modeled gravity was interpolated from observed gravity values.
 SM0995
 SM0995;                    North         East    Units  Estimated Accuracy
 SM0995;SPC ND N     -   100,080.      702,750.      MT  (+/- 180 meters Scaled)
 SM0995
 SM0995                          SUPERSEDED SURVEY CONTROL
 SM0995
 SM0995  NGVD 29 (04/23/90)  477.211  (m)         1565.65   (f) ADJUSTED    1 2
 SM0995
 SM0995.Superseded values are not recommended for survey control.
 SM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0995.See file dsdata.txt to determine how the superseded data were derived.
 SM0995
 SM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU905042(NAD 83)
 SM0995_MARKER: I = METAL ROD
 SM0995_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0995_SP_SET: STAINLESS STEEL ROD
 SM0995_STAMPING: N 480 1982
 SM0995_MARK LOGO: NGS   
 SM0995_PROJECTION: FLUSH
 SM0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0995_ROD/PIPE-DEPTH: 7.31 meters
 SM0995
 SM0995  HISTORY     - Date     Condition        Report By
 SM0995  HISTORY     - 1982     MONUMENTED       NGS
 SM0995
 SM0995                          STATION DESCRIPTION
 SM0995
 SM0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0995'7.3 KM (4.55 MI) NORTH FROM SHEYENNE.
 SM0995'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0995'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 7.2 KM (4.5 MI)
 SM0995'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK, ALSO, 0.2 KM (0.1 MI) NORTH
 SM0995'OF AN EAST-WEST COUNTRY ROAD (CROSSROAD), 31.1 METERS (102.0 FT) WEST
 SM0995'OF THE CENTERLINE OF THE HIGHWAY, 0.5 METER (1.5 FT) SOUTH OF A
 SM0995'POWERLINE POLE.
 SM0995'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SM0995'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1017 ***********************************************************************
 SM1017  DESIGNATION -  N 481
 SM1017  PID         -  SM1017
 SM1017  STATE/COUNTY-  ND/EDDY
 SM1017  USGS QUAD   -  NEW ROCKFORD SE (1950)
 SM1017
 SM1017                         *CURRENT SURVEY CONTROL
 SM1017  ___________________________________________________________________
 SM1017* NAD 83(1986)-  47 35 16.     (N)    099 07 03.     (W)     SCALED    
 SM1017* NAVD 88     -       467.147  (meters)    1532.63   (feet)  ADJUSTED  
 SM1017  ___________________________________________________________________
 SM1017  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 SM1017  DYNAMIC HT  -         467.193 (meters)    1532.78  (feet)  COMP
 SM1017  MODELED GRAV-     980,698.0   (mgal)                       NAVD 88
 SM1017
 SM1017  VERT ORDER  -  FIRST     CLASS II
 SM1017
 SM1017.The horizontal coordinates were scaled from a topographic map and have
 SM1017.an estimated accuracy of +/- 6 seconds.
 SM1017
 SM1017.The orthometric height was determined by differential leveling
 SM1017.and adjusted by the National Geodetic Survey in June 1991..
 SM1017
 SM1017.The geoid height was determined by GEOID03.
 SM1017
 SM1017.The dynamic height is computed by dividing the NAVD 88
 SM1017.geopotential number by the normal gravity value computed on the
 SM1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1017.degrees latitude (g = 980.6199 gals.).
 SM1017
 SM1017.The modeled gravity was interpolated from observed gravity values.
 SM1017
 SM1017;                    North         East    Units  Estimated Accuracy
 SM1017;SPC ND N     -    66,280.      703,980.      MT  (+/- 180 meters Scaled)
 SM1017
 SM1017                          SUPERSEDED SURVEY CONTROL
 SM1017
 SM1017  NGVD 29 (04/23/90)  466.767  (m)         1531.38   (f) ADJUSTED    1 2
 SM1017
 SM1017.Superseded values are not recommended for survey control.
 SM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1017.See file dsdata.txt to determine how the superseded data were derived.
 SM1017
 SM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT911704(NAD 83)
 SM1017_MARKER: I = METAL ROD
 SM1017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1017_SP_SET: STAINLESS STEEL ROD
 SM1017_STAMPING: N 481 1982
 SM1017_MARK LOGO: NGS   
 SM1017_PROJECTION: FLUSH
 SM1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1017_ROD/PIPE-DEPTH: 8.5  meters
 SM1017
 SM1017  HISTORY     - Date     Condition        Report By
 SM1017  HISTORY     - 1982     MONUMENTED       NGS
 SM1017
 SM1017                          STATION DESCRIPTION
 SM1017
 SM1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1017'11.7 KM (7.3 MI) SOUTH FROM NEW ROCKFORD.
 SM1017'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1017'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 10.9 KM (6.75 MI)
 SM1017'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT A GRAVEL CROSSROAD, ABOUT
 SM1017'107 METERS (350 FT) NORTH-NORTHWEST OF THE EDDY-FOSTER COUNTY LINE,
 SM1017'23.47 METERS (77.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1017'23.16 METERS (76.0 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD,
 SM1017'7.32 METERS (24.0 FT) EAST-SOUTHEAST OF A POWERLINE POLE, 1.52 METERS
 SM1017'(5.0 FT) NORTH OF A POWERLINE POLE, 0.91 METERS (3.0 FT) WEST OF A
 SM1017'RIGHT-OF-WAY MARKER.
 SM1017'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 SM1017'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1046 ***********************************************************************
 SM1046  DESIGNATION -  N 482
 SM1046  PID         -  SM1046
 SM1046  STATE/COUNTY-  ND/STUTSMAN
 SM1046  USGS QUAD   -  PINGREE (1991)
 SM1046
 SM1046                         *CURRENT SURVEY CONTROL
 SM1046  ___________________________________________________________________
 SM1046* NAD 83(1986)-  47 10 58.     (N)    098 55 11.     (W)     SCALED    
 SM1046* NAVD 88     -       473.085  (meters)    1552.11   (feet)  ADJUSTED  
 SM1046  ___________________________________________________________________
 SM1046  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 SM1046  DYNAMIC HT  -         473.115 (meters)    1552.21  (feet)  COMP
 SM1046  MODELED GRAV-     980,662.4   (mgal)                       NAVD 88
 SM1046
 SM1046  VERT ORDER  -  FIRST     CLASS II
 SM1046
 SM1046.The horizontal coordinates were scaled from a topographic map and have
 SM1046.an estimated accuracy of +/- 6 seconds.
 SM1046
 SM1046.The orthometric height was determined by differential leveling
 SM1046.and adjusted by the National Geodetic Survey in June 1991..
 SM1046
 SM1046.The geoid height was determined by GEOID03.
 SM1046
 SM1046.The dynamic height is computed by dividing the NAVD 88
 SM1046.geopotential number by the normal gravity value computed on the
 SM1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1046.degrees latitude (g = 980.6199 gals.).
 SM1046
 SM1046.The modeled gravity was interpolated from observed gravity values.
 SM1046
 SM1046;                    North         East    Units  Estimated Accuracy
 SM1046;SPC ND S     -   169,730.      719,770.      MT  (+/- 180 meters Scaled)
 SM1046
 SM1046                          SUPERSEDED SURVEY CONTROL
 SM1046
 SM1046  NGVD 29 (04/23/90)  472.692  (m)         1550.82   (f) ADJUSTED    1 2
 SM1046
 SM1046.Superseded values are not recommended for survey control.
 SM1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1046.See file dsdata.txt to determine how the superseded data were derived.
 SM1046
 SM1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT060254(NAD 83)
 SM1046_MARKER: I = METAL ROD
 SM1046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1046_SP_SET: STAINLESS STEEL ROD
 SM1046_STAMPING: N 482 1982
 SM1046_MARK LOGO: NGS   
 SM1046_PROJECTION: FLUSH
 SM1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1046_ROD/PIPE-DEPTH: 5.1  meters
 SM1046
 SM1046  HISTORY     - Date     Condition        Report By
 SM1046  HISTORY     - 1982     MONUMENTED       NGS
 SM1046
 SM1046                          STATION DESCRIPTION
 SM1046
 SM1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1046'1.9 KM (1.2 MI) NW FROM PINGREE.
 SM1046'1.9 KM (1.2 MI) NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1046'STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, AT A SMALL METAL SHED,
 SM1046'62.48 METERS (205.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 SM1046'28.35 METERS (93.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 SM1046'TRACKS, 5.49 METERS (18.0 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF
 SM1046'THE SMALL METAL SHED, 0.46 METERS (1.5 FT) NORTH OF A BRACED CORNER
 SM1046'FENCE POST, 0.46 METERS (1.5 FT) NORTH-NORTHWEST OF A FENCE LINE, AND
 SM1046'0.46 METERS (1.5 FT) EAST-NORTHEAST OF A FENCELINE.  NOTE, ROD WAS
 SM1046'DRIVEN TO REFUSAL.
 SM1046'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 SM1046'THE MARK IS 0.6 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0464 ***********************************************************************
 RQ0464  DESIGNATION -  N 483
 RQ0464  PID         -  RQ0464
 RQ0464  STATE/COUNTY-  ND/STUTSMAN
 RQ0464  USGS QUAD   -  MEDINA (1975)
 RQ0464
 RQ0464                         *CURRENT SURVEY CONTROL
 RQ0464  ___________________________________________________________________
 RQ0464* NAD 83(1986)-  46 52 42.     (N)    099 20 28.     (W)     SCALED    
 RQ0464* NAVD 88     -       555.131  (meters)    1821.29   (feet)  ADJUSTED  
 RQ0464  ___________________________________________________________________
 RQ0464  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 RQ0464  DYNAMIC HT  -         555.152 (meters)    1821.36  (feet)  COMP
 RQ0464  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 RQ0464
 RQ0464  VERT ORDER  -  FIRST     CLASS II
 RQ0464
 RQ0464.The horizontal coordinates were scaled from a topographic map and have
 RQ0464.an estimated accuracy of +/- 6 seconds.
 RQ0464
 RQ0464.The orthometric height was determined by differential leveling
 RQ0464.and adjusted by the National Geodetic Survey in June 1991..
 RQ0464
 RQ0464.The geoid height was determined by GEOID03.
 RQ0464
 RQ0464.The dynamic height is computed by dividing the NAVD 88
 RQ0464.geopotential number by the normal gravity value computed on the
 RQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0464.degrees latitude (g = 980.6199 gals.).
 RQ0464
 RQ0464.The modeled gravity was interpolated from observed gravity values.
 RQ0464
 RQ0464;                    North         East    Units  Estimated Accuracy
 RQ0464;SPC ND S     -   135,340.      688,330.      MT  (+/- 180 meters Scaled)
 RQ0464
 RQ0464                          SUPERSEDED SURVEY CONTROL
 RQ0464
 RQ0464.No superseded survey control is available for this station.
 RQ0464
 RQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS740917(NAD 83)
 RQ0464_MARKER: I = METAL ROD
 RQ0464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0464_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0464_STAMPING: N 483 1982
 RQ0464_MARK LOGO: NGS   
 RQ0464_PROJECTION: FLUSH
 RQ0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0464+STABILITY: POSITION/ELEVATION WELL
 RQ0464_ROD/PIPE-DEPTH: 13.4 meters
 RQ0464_SLEEVE-DEPTH  : 10.6 meters
 RQ0464
 RQ0464  HISTORY     - Date     Condition        Report By
 RQ0464  HISTORY     - 1982     MONUMENTED       NGS
 RQ0464
 RQ0464                          STATION DESCRIPTION
 RQ0464
 RQ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0464'5.1 KM (3.2 MI) WEST FROM MEDINA.
 RQ0464'2.0 KM (1.25 MI) SOUTH ALONG A PAVED ROAD FROM THE CROSSING OF THE
 RQ0464'BURLINGTON NORTHERN RAILROAD IN MEDINA TO THE JUNCTION OF INTERSTATE
 RQ0464'HIGHWAY 94, THENCE 3.1 KM (1.95 MI) WEST ALONG INTERSTATE 94 TO THE
 RQ0464'MARK IN LINE WITH AN EAST-WEST HEDGE, 33.53 METERS (110.0 FT)
 RQ0464'EAST-NORTHEAST OF THE NORTH END OF THE EAST GUARD RAIL OF AN OVERPASS,
 RQ0464'34.14 METERS (112.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 30
 RQ0464'SOUTH, AND 36.88 METERS (121.0 FT) NORTH OF THE CENTERLINE OF THE
 RQ0464'WESTBOUND LANES OF THE INTERSTATE.  NOTE, 6.7 METERS (22.0 FT)
 RQ0464'WEST-SOUTHWEST OF A WITNESS POST.
 RQ0464'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RQ0464'THE MARK IS 1.0 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0498 ***********************************************************************
 RQ0498  DESIGNATION -  N 484
 RQ0498  PID         -  RQ0498
 RQ0498  STATE/COUNTY-  ND/STUTSMAN
 RQ0498  USGS QUAD   -  JAMESTOWN (1990)
 RQ0498
 RQ0498                         *CURRENT SURVEY CONTROL
 RQ0498  ___________________________________________________________________
 RQ0498* NAD 83(1986)-  46 53 56.     (N)    098 41 29.     (W)     SCALED    
 RQ0498* NAVD 88     -       428.452  (meters)    1405.68   (feet)  ADJUSTED  
 RQ0498  ___________________________________________________________________
 RQ0498  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 RQ0498  DYNAMIC HT  -         428.470 (meters)    1405.74  (feet)  COMP
 RQ0498  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 RQ0498
 RQ0498  VERT ORDER  -  FIRST     CLASS II
 RQ0498
 RQ0498.The horizontal coordinates were scaled from a topographic map and have
 RQ0498.an estimated accuracy of +/- 6 seconds.
 RQ0498
 RQ0498.The orthometric height was determined by differential leveling
 RQ0498.and adjusted by the National Geodetic Survey in June 1991..
 RQ0498
 RQ0498.The geoid height was determined by GEOID03.
 RQ0498
 RQ0498.The dynamic height is computed by dividing the NAVD 88
 RQ0498.geopotential number by the normal gravity value computed on the
 RQ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0498.degrees latitude (g = 980.6199 gals.).
 RQ0498
 RQ0498.The modeled gravity was interpolated from observed gravity values.
 RQ0498
 RQ0498;                    North         East    Units  Estimated Accuracy
 RQ0498;SPC ND S     -   138,560.      737,790.      MT  (+/- 180 meters Scaled)
 RQ0498
 RQ0498                          SUPERSEDED SURVEY CONTROL
 RQ0498
 RQ0498.No superseded survey control is available for this station.
 RQ0498
 RQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS235939(NAD 83)
 RQ0498_MARKER: I = METAL ROD
 RQ0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0498_SP_SET: STAINLESS STEEL ROD
 RQ0498_STAMPING: N 484 1982
 RQ0498_MARK LOGO: NGS   
 RQ0498_PROJECTION: FLUSH
 RQ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0498_ROD/PIPE-DEPTH: 11.2 meters
 RQ0498
 RQ0498  HISTORY     - Date     Condition        Report By
 RQ0498  HISTORY     - 1982     MONUMENTED       NGS
 RQ0498
 RQ0498                          STATION DESCRIPTION
 RQ0498
 RQ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0498'IN JAMESTOWN.
 RQ0498'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 281 (1ST AVENUE SOUTH) FROM
 RQ0498'THE POST OFFICE IN JAMESTOWN, THENCE, 1.3 KM (0.80 MI) EAST ALONG 10TH
 RQ0498'STREET SOUTHEAST (U.S. HIGHWAY 52 EAST) TO THE CORNER OF 12TH
 RQ0498'AVENUE SOUTHEAST, AT THE NORTHWEST CORNER OF A BRICK BUILDING (ARVIN
 RQ0498'OLSON MEMORIAL BUILDING), 19.51 METERS (64.0 FT) SOUTH OF THE
 RQ0498'CENTERLINE OF 10TH STREET SOUTHEAST, 16.15 METERS (53.0 FT) EAST OF
 RQ0498'THE CENTERLINE OF 12TH AVENUE SOUTHEAST, 3.35 METERS (11.0 FT) NORTH
 RQ0498'OF THE CENTER OF THE FRONT DOOR TO THE BRICK BUILDING, AND 0.76 METERS
 RQ0498'(2.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK BUILDING.
 RQ0498'NOTE, ROD WAS DRIVEN TO REFUSAL.
 RQ0498'THE MARK IS 1.8 M ABOVE 12TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0651 ***********************************************************************
 RR0651  DESIGNATION -  N 485
 RR0651  PID         -  RR0651
 RR0651  STATE/COUNTY-  ND/BURLEIGH
 RR0651  USGS QUAD   -  STERLING (1975)
 RR0651
 RR0651                         *CURRENT SURVEY CONTROL
 RR0651  ___________________________________________________________________
 RR0651* NAD 83(1986)-  46 50 11.     (N)    100 17 19.     (W)     SCALED    
 RR0651* NAVD 88     -       578.367  (meters)    1897.53   (feet)  ADJUSTED  
 RR0651  ___________________________________________________________________
 RR0651  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 RR0651  DYNAMIC HT  -         578.376 (meters)    1897.56  (feet)  COMP
 RR0651  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 RR0651
 RR0651  VERT ORDER  -  FIRST     CLASS II
 RR0651
 RR0651.The horizontal coordinates were scaled from a topographic map and have
 RR0651.an estimated accuracy of +/- 6 seconds.
 RR0651
 RR0651.The orthometric height was determined by differential leveling
 RR0651.and adjusted by the National Geodetic Survey in June 1991..
 RR0651
 RR0651.The geoid height was determined by GEOID03.
 RR0651
 RR0651.The dynamic height is computed by dividing the NAVD 88
 RR0651.geopotential number by the normal gravity value computed on the
 RR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0651.degrees latitude (g = 980.6199 gals.).
 RR0651
 RR0651.The modeled gravity was interpolated from observed gravity values.
 RR0651
 RR0651;                    North         East    Units  Estimated Accuracy
 RR0651;SPC ND S     -   130,040.      616,130.      MT  (+/- 180 meters Scaled)
 RR0651
 RR0651                          SUPERSEDED SURVEY CONTROL
 RR0651
 RR0651.No superseded survey control is available for this station.
 RR0651
 RR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS017877(NAD 83)
 RR0651_MARKER: DB = BENCH MARK DISK
 RR0651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0651_SP_SET: CONCRETE PIER
 RR0651_STAMPING: N 485 1982
 RR0651_MARK LOGO: NGS   
 RR0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RR0651+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2002
 RR0651
 RR0651  HISTORY     - Date     Condition        Report By
 RR0651  HISTORY     - 1982     MONUMENTED       NGS
 RR0651  HISTORY     - 20021209 GOOD             NDDT
 RR0651
 RR0651                          STATION DESCRIPTION
 RR0651
 RR0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0651'2.4 KM (1.5 MI) NORTH FROM STERLING.
 RR0651'2.4 KM (1.5 MI) NORTH ALONG U.S HIGHWAY 83 FROM THE CROSSING OF THE
 RR0651'BURLINGTON NORTHERN RAILROAD IN STERLING TO THE JUNCTION OF INTERSTATE
 RR0651'HIGHWAY 94 AND THE MARK SET VERTICALLY IN THE NORTH FACE OF THE
 RR0651'NORTHEAST PIER OF THE OVERPASS OVER INTERSTATE HIGHWAY 94, 20.7 METERS
 RR0651'(68.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 RR0651'INTERSTATE, AND 8.5 METERS (28.0 FT) WEST OF THE END OF THE NORTHEAST
 RR0651'GUARD RAIL.
 RR0651'THE MARK IS 1.2 M ABOVE GROUND.
 RR0651
 RR0651                          STATION RECOVERY (2002)
 RR0651
 RR0651'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL)
 RR0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0665 ***********************************************************************
 RR0665  DESIGNATION -  N 486
 RR0665  PID         -  RR0665
 RR0665  STATE/COUNTY-  ND/BURLEIGH
 RR0665  USGS QUAD   -  MENOKEN (1975)
 RR0665
 RR0665                         *CURRENT SURVEY CONTROL
 RR0665  ___________________________________________________________________
 RR0665* NAD 83(1986)-  46 50 14.     (N)    100 33 44.     (W)     SCALED    
 RR0665* NAVD 88     -       523.470  (meters)    1717.42   (feet)  ADJUSTED  
 RR0665  ___________________________________________________________________
 RR0665  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 RR0665  DYNAMIC HT  -         523.476 (meters)    1717.44  (feet)  COMP
 RR0665  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 RR0665
 RR0665  VERT ORDER  -  FIRST     CLASS II
 RR0665
 RR0665.The horizontal coordinates were scaled from a topographic map and have
 RR0665.an estimated accuracy of +/- 6 seconds.
 RR0665
 RR0665.The orthometric height was determined by differential leveling
 RR0665.and adjusted by the National Geodetic Survey in June 1991..
 RR0665
 RR0665.The geoid height was determined by GEOID03.
 RR0665
 RR0665.The dynamic height is computed by dividing the NAVD 88
 RR0665.geopotential number by the normal gravity value computed on the
 RR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0665.degrees latitude (g = 980.6199 gals.).
 RR0665
 RR0665.The modeled gravity was interpolated from observed gravity values.
 RR0665
 RR0665;                    North         East    Units  Estimated Accuracy
 RR0665;SPC ND S     -   130,120.      595,250.      MT  (+/- 180 meters Scaled)
 RR0665
 RR0665                          SUPERSEDED SURVEY CONTROL
 RR0665
 RR0665.No superseded survey control is available for this station.
 RR0665
 RR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS808882(NAD 83)
 RR0665_MARKER: I = METAL ROD
 RR0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0665_SP_SET: STAINLESS STEEL ROD
 RR0665_STAMPING: N 486 1982
 RR0665_MARK LOGO: NGS   
 RR0665_PROJECTION: FLUSH
 RR0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0665+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1996
 RR0665_ROD/PIPE-DEPTH: 9.7  meters
 RR0665
 RR0665  HISTORY     - Date     Condition        Report By
 RR0665  HISTORY     - 1982     MONUMENTED       NGS
 RR0665  HISTORY     - 19960729 GOOD             NGS
 RR0665
 RR0665                          STATION DESCRIPTION
 RR0665
 RR0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0665'3.8 KM (2.35 MI) NW FROM MENOKEN.
 RR0665'1.6 KM (1.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RR0665'A BLACKTOP ROAD LEADING SOUTH TO MENOKEN (WHICH IS 2.2 KM (1.35 MI)
 RR0665'NORTH OF MENOKEN), AT A BRACED FENCE POST AT A SECTION LINE ROAD,
 RR0665'47.8 METERS (157.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 RR0665'OF THE INTERSTATE, 27.1 METERS (89.0 FT) WEST OF THE EXTENDED CENTER
 RR0665'OF A GRAVEL ROAD, 7.9 METERS (26.0 FT) WEST OF THE CENTER OF A WIRE
 RR0665'GATE, 0.4 METERS (1.5 FT) SOUTHEAST OF A BRACED FENCE POST (THE MOST
 RR0665'WESTERLY ONE), 0.3 METER (1.0 FT) SOUTH OF A RIGHT OF WAY FENCE, AND
 RR0665'27.1 METERS (89.0 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER.
 RR0665'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0665'THE MARK IS 0.3 M BELOW HIGHWAY.
 RR0665
 RR0665                          STATION RECOVERY (1996)
 RR0665
 RR0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 RR0665'NOTE--THIS IS A VERTICAL TIE FOR BISMARK AND MANDAN MUNICIPAL
 RR0665'AIRPORTS.  THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) EAST OF
 RR0665'BISMARK, IN GRASS BETWEEN THE WESTBOUND LANES OF INTERSTATE HIGHWAY 94
 RR0665'AND A FENCE ALONG THE RIGHT-OF-WAY, AND ABOUT 1.2 KM (0.75 MI) EAST OF
 RR0665'A REST AREA.  OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 RR0665'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 RR0665'AND U.S.  HIGHWAY 83 (EXIT 182) ON THE NORTH SIDE OF STERLING, GO WEST
 RR0665'ON HIGHWAY 94 FOR 19.32 KM (12.00 MI) TO THE UNDERPASS AT THE JUNCTION
 RR0665'OF MCDOWELL DAM ROAD (EXIT 170) ON THE NORTH SIDE OF MENOKEN.
 RR0665'CONTINUE WEST ON HIGHWAY 94 FOR 0.16 KM (0.10 MI) TO THE STATION ON
 RR0665'THE RIGHT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS
 RR0665'STEEL ROD ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 RR0665'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 48.0 M (157.5 FT) NORTH OF,
 RR0665'AND 0.3 M (1.0 FT) HIGHER THAN THE CENTER OF THE WESTBOUND LANES OF
 RR0665'HIGHWAY 94, 27.2 M (89.2 FT) WEST OF A RIGHT-OF-WAY MARKER, 26.6 M
 RR0665'(87.3 FT) WEST OF THE EXTENDED CENTER OF 145TH STREET NORTHEAST
 RR0665'(GRAVEL) , 5.5 M (18.0 FT) WEST OF THE WEST GATE POST OF A GATE, 0.5 M
 RR0665'(1.6 FT) SOUTHEAST OF A BRACED FENCE POST, AND 0.25 M (0.82 FT) SOUTH
 RR0665'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY D.G.  AUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0628 ***********************************************************************
 RR0628  DESIGNATION -  N 487
 RR0628  PID         -  RR0628
 RR0628  STATE/COUNTY-  ND/BURLEIGH
 RR0628  USGS QUAD   -  BURNT BUTTE (1979)
 RR0628
 RR0628                         *CURRENT SURVEY CONTROL
 RR0628  ___________________________________________________________________
 RR0628* NAD 83(1986)-  46 56 12.     (N)    100 46 24.     (W)     SCALED    
 RR0628* NAVD 88     -       562.725  (meters)    1846.21   (feet)  ADJUSTED  
 RR0628  ___________________________________________________________________
 RR0628  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0628  DYNAMIC HT  -         562.733 (meters)    1846.23  (feet)  COMP
 RR0628  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 RR0628
 RR0628  VERT ORDER  -  FIRST     CLASS II
 RR0628
 RR0628.The horizontal coordinates were scaled from a topographic map and have
 RR0628.an estimated accuracy of +/- 6 seconds.
 RR0628
 RR0628.The orthometric height was determined by differential leveling
 RR0628.and adjusted by the National Geodetic Survey in June 1991..
 RR0628
 RR0628.The geoid height was determined by GEOID03.
 RR0628
 RR0628.The dynamic height is computed by dividing the NAVD 88
 RR0628.geopotential number by the normal gravity value computed on the
 RR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0628.degrees latitude (g = 980.6199 gals.).
 RR0628
 RR0628.The modeled gravity was interpolated from observed gravity values.
 RR0628
 RR0628;                    North         East    Units  Estimated Accuracy
 RR0628;SPC ND S     -   141,210.      579,190.      MT  (+/- 180 meters Scaled)
 RR0628
 RR0628                          SUPERSEDED SURVEY CONTROL
 RR0628
 RR0628.No superseded survey control is available for this station.
 RR0628
 RR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS650996(NAD 83)
 RR0628_MARKER: I = METAL ROD
 RR0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0628_SP_SET: STAINLESS STEEL ROD
 RR0628_STAMPING: N 487 1982
 RR0628_MARK LOGO: NGS   
 RR0628_PROJECTION: FLUSH
 RR0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0628_ROD/PIPE-DEPTH: 4.6  meters
 RR0628
 RR0628  HISTORY     - Date     Condition        Report By
 RR0628  HISTORY     - 1982     MONUMENTED       NGS
 RR0628
 RR0628                          STATION DESCRIPTION
 RR0628
 RR0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0628'11.8 KM (7.35 MI) NORTH FROM BISMARCK.
 RR0628'11.8 KM (7.35 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0628'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 0.4 KM (0.25 MI) NORTH OF
 RR0628'MILEPOST 96, 40.2 METERS (131.9 FT) EAST OF THE CENTERLINE OF THE
 RR0628'NORTH BOUND LANES OF THE HIGHWAY, 28.8 METERS (94.5 FT) SOUTH OF A
 RR0628'HIGHWAY RIGHT-OF-WAY MARKER, 15.8 METERS (51.8 FT) NORTH OF THE CENTER
 RR0628'OF A SIDE ROAD LEADING EAST AND 3.2 METERS (10.5 FT) NORTH OF A FENCE
 RR0628'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0628'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 RR0628'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1447 ***********************************************************************
 SN1447  DESIGNATION -  N 488
 SN1447  PID         -  SN1447
 SN1447  STATE/COUNTY-  ND/MCLEAN
 SN1447  USGS QUAD   -  TURTLE CREEK SW (1961)
 SN1447
 SN1447                         *CURRENT SURVEY CONTROL
 SN1447  ___________________________________________________________________
 SN1447* NAD 83(1986)-  47 15 42.     (N)    100 58 52.     (W)     SCALED    
 SN1447* NAVD 88     -       527.940  (meters)    1732.08   (feet)  ADJUSTED  
 SN1447  ___________________________________________________________________
 SN1447  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SN1447  DYNAMIC HT  -         527.972 (meters)    1732.19  (feet)  COMP
 SN1447  MODELED GRAV-     980,656.9   (mgal)                       NAVD 88
 SN1447
 SN1447  VERT ORDER  -  FIRST     CLASS II
 SN1447
 SN1447.The horizontal coordinates were scaled from a topographic map and have
 SN1447.an estimated accuracy of +/- 6 seconds.
 SN1447
 SN1447.The orthometric height was determined by differential leveling
 SN1447.and adjusted by the National Geodetic Survey in June 1991..
 SN1447
 SN1447.The geoid height was determined by GEOID03.
 SN1447
 SN1447.The dynamic height is computed by dividing the NAVD 88
 SN1447.geopotential number by the normal gravity value computed on the
 SN1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1447.degrees latitude (g = 980.6199 gals.).
 SN1447
 SN1447.The modeled gravity was interpolated from observed gravity values.
 SN1447
 SN1447;                    North         East    Units  Estimated Accuracy
 SN1447;SPC ND N     -    29,210.      563,590.      MT  (+/- 180 meters Scaled)
 SN1447
 SN1447                          SUPERSEDED SURVEY CONTROL
 SN1447
 SN1447.No superseded survey control is available for this station.
 SN1447
 SN1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT501361(NAD 83)
 SN1447_MARKER: I = METAL ROD
 SN1447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1447_SP_SET: STAINLESS STEEL ROD
 SN1447_STAMPING: N 488 1982
 SN1447_MARK LOGO: NGS   
 SN1447_PROJECTION: FLUSH
 SN1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1447_ROD/PIPE-DEPTH: 11.0 meters
 SN1447
 SN1447  HISTORY     - Date     Condition        Report By
 SN1447  HISTORY     - 1982     MONUMENTED       NGS
 SN1447
 SN1447                          STATION DESCRIPTION
 SN1447
 SN1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1447'19.7 KM (12.25 MI) NW FROM WILTON.
 SN1447'19.7 KM (12.25 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1447'JUNCTION WITH COUNTY ROAD 24 (BURLEIGH AVENUE) IN WILTON, 80.2 METERS
 SN1447'(263.1 FT) NORTHWEST OF MILEPOST 124, 37.8 METERS (124.0 FT) SOUTHWEST
 SN1447'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 10.6 METERS
 SN1447'(34.8 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 1.4 METERS (4.6
 SN1447'FT) NORTHEAST OF A UTILITY POLE AND 1.3 METERS (4.3 FT) SOUTHWEST OF A
 SN1447'UTILITY BRACE POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 SN1447'5-INCH LOGO CAP.
 SN1447'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SN1447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0565 ***********************************************************************
 RR0565  DESIGNATION -  N 489
 RR0565  PID         -  RR0565
 RR0565  STATE/COUNTY-  ND/MORTON
 RR0565  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0565
 RR0565                         *CURRENT SURVEY CONTROL
 RR0565  ___________________________________________________________________
 RR0565* NAD 83(1986)-  46 50 41.     (N)    101 03 11.     (W)     SCALED    
 RR0565* NAVD 88     -       564.630  (meters)    1852.46   (feet)  ADJUSTED  
 RR0565  ___________________________________________________________________
 RR0565  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 RR0565  DYNAMIC HT  -         564.640 (meters)    1852.49  (feet)  COMP
 RR0565  MODELED GRAV-     980,612.9   (mgal)                       NAVD 88
 RR0565
 RR0565  VERT ORDER  -  FIRST     CLASS II
 RR0565
 RR0565.The horizontal coordinates were scaled from a topographic map and have
 RR0565.an estimated accuracy of +/- 6 seconds.
 RR0565
 RR0565.The orthometric height was determined by differential leveling
 RR0565.and adjusted by the National Geodetic Survey in June 1991..
 RR0565
 RR0565.The geoid height was determined by GEOID03.
 RR0565
 RR0565.The dynamic height is computed by dividing the NAVD 88
 RR0565.geopotential number by the normal gravity value computed on the
 RR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0565.degrees latitude (g = 980.6199 gals.).
 RR0565
 RR0565.The modeled gravity was interpolated from observed gravity values.
 RR0565
 RR0565;                    North         East    Units  Estimated Accuracy
 RR0565;SPC ND S     -   131,100.      557,820.      MT  (+/- 180 meters Scaled)
 RR0565
 RR0565                          SUPERSEDED SURVEY CONTROL
 RR0565
 RR0565.No superseded survey control is available for this station.
 RR0565
 RR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS434899(NAD 83)
 RR0565_MARKER: I = METAL ROD
 RR0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0565_SP_SET: STAINLESS STEEL ROD
 RR0565_STAMPING: N 489 1982
 RR0565_MARK LOGO: NGS   
 RR0565_PROJECTION: FLUSH
 RR0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0565_ROD/PIPE-DEPTH: 7.3  meters
 RR0565
 RR0565  HISTORY     - Date     Condition        Report By
 RR0565  HISTORY     - 1982     MONUMENTED       NGS
 RR0565
 RR0565                          STATION DESCRIPTION
 RR0565
 RR0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0565'12.2 KM (7.6 MI) WEST FROM MANDAN.
 RR0565'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0565'WITH STATE HIGHWAY 6 IN MANDAN, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG
 RR0565'COUNTY ROAD 139, 30.5 METERS (100.1 FT) NORTHWEST OF THE CENTERLINE OF
 RR0565'THE ROAD AND 9.2 METERS (30.2 FT) EAST-NORTHEAST OF THE CENTER OF A
 RR0565'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RR0565'LOGO CAP.
 RR0565'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 RR0565'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0607 ***********************************************************************
 RR0607  DESIGNATION -  N 490
 RR0607  PID         -  RR0607
 RR0607  STATE/COUNTY-  ND/MORTON
 RR0607  USGS QUAD   -  DENGATE (1980)
 RR0607
 RR0607                         *CURRENT SURVEY CONTROL
 RR0607  ___________________________________________________________________
 RR0607* NAD 83(1986)-  46 50 33.     (N)    101 43 12.     (W)     SCALED    
 RR0607* NAVD 88     -       637.018  (meters)    2089.95   (feet)  ADJUSTED  
 RR0607  ___________________________________________________________________
 RR0607  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 RR0607  DYNAMIC HT  -         637.018 (meters)    2089.95  (feet)  COMP
 RR0607  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 RR0607
 RR0607  VERT ORDER  -  FIRST     CLASS II
 RR0607
 RR0607.The horizontal coordinates were scaled from a topographic map and have
 RR0607.an estimated accuracy of +/- 6 seconds.
 RR0607
 RR0607.The orthometric height was determined by differential leveling
 RR0607.and adjusted by the National Geodetic Survey in June 1991..
 RR0607
 RR0607.The geoid height was determined by GEOID03.
 RR0607
 RR0607.The dynamic height is computed by dividing the NAVD 88
 RR0607.geopotential number by the normal gravity value computed on the
 RR0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0607.degrees latitude (g = 980.6199 gals.).
 RR0607
 RR0607.The modeled gravity was interpolated from observed gravity values.
 RR0607
 RR0607;                    North         East    Units  Estimated Accuracy
 RR0607;SPC ND S     -   131,420.      506,950.      MT  (+/- 180 meters Scaled)
 RR0607
 RR0607                          SUPERSEDED SURVEY CONTROL
 RR0607
 RR0607.No superseded survey control is available for this station.
 RR0607
 RR0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS926912(NAD 83)
 RR0607_MARKER: I = METAL ROD
 RR0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0607_SP_SET: STAINLESS STEEL ROD
 RR0607_STAMPING: N 490 1982
 RR0607_MARK LOGO: NGS   
 RR0607_PROJECTION: FLUSH
 RR0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0607_ROD/PIPE-DEPTH: 8.0  meters
 RR0607
 RR0607  HISTORY     - Date     Condition        Report By
 RR0607  HISTORY     - 1982     MONUMENTED       NGS
 RR0607
 RR0607                          STATION DESCRIPTION
 RR0607
 RR0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0607'9.2 KM (5.7 MI) EAST FROM GLEN ULLIN.
 RR0607'9.2 KM (5.7 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0607'NORTHERN RAILROAD STATION IN GLEN ULLIN, 0.2 KM (0.1 MI) WEST OF THE
 RR0607'JUNCTION OF COUNTY ROAD 87, 19.8 METERS (65.0 FT) NORTHWEST OF THE
 RR0607'CENTERLINE OF THE ROAD AND 7.8 METERS (25.6 FT) NORTHEAST OF THE
 RR0607'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 RR0607'A 5-INCH LOGO CAP.
 RR0607'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 RR0607'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0274 ***********************************************************************
 RS0274  DESIGNATION -  N 491
 RS0274  PID         -  RS0274
 RS0274  STATE/COUNTY-  ND/STARK
 RS0274  USGS QUAD   -  RICHARDTON (1973)
 RS0274
 RS0274                         *CURRENT SURVEY CONTROL
 RS0274  ___________________________________________________________________
 RS0274* NAD 83(1986)-  46 53 00.     (N)    102 18 19.     (W)     SCALED    
 RS0274* NAVD 88     -       750.270  (meters)    2461.51   (feet)  ADJUSTED  
 RS0274  ___________________________________________________________________
 RS0274  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 RS0274  DYNAMIC HT  -         750.267 (meters)    2461.50  (feet)  COMP
 RS0274  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 RS0274
 RS0274  VERT ORDER  -  FIRST     CLASS II
 RS0274
 RS0274.The horizontal coordinates were scaled from a topographic map and have
 RS0274.an estimated accuracy of +/- 6 seconds.
 RS0274
 RS0274.The orthometric height was determined by differential leveling
 RS0274.and adjusted by the National Geodetic Survey in June 1991..
 RS0274
 RS0274.The geoid height was determined by GEOID03.
 RS0274
 RS0274.The dynamic height is computed by dividing the NAVD 88
 RS0274.geopotential number by the normal gravity value computed on the
 RS0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0274.degrees latitude (g = 980.6199 gals.).
 RS0274
 RS0274.The modeled gravity was interpolated from observed gravity values.
 RS0274
 RS0274;                    North         East    Units  Estimated Accuracy
 RS0274;SPC ND S     -   136,820.      462,420.      MT  (+/- 180 meters Scaled)
 RS0274
 RS0274                          SUPERSEDED SURVEY CONTROL
 RS0274
 RS0274.No superseded survey control is available for this station.
 RS0274
 RS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM053957(NAD 83)
 RS0274_MARKER: I = METAL ROD
 RS0274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0274_SP_SET: STAINLESS STEEL ROD
 RS0274_STAMPING: N 491 1982
 RS0274_MARK LOGO: NGS   
 RS0274_PROJECTION: FLUSH
 RS0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0274_ROD/PIPE-DEPTH: 7.3  meters
 RS0274
 RS0274  HISTORY     - Date     Condition        Report By
 RS0274  HISTORY     - 1982     MONUMENTED       NGS
 RS0274
 RS0274                          STATION DESCRIPTION
 RS0274
 RS0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0274'38.5 KM (23.9 MI) EAST FROM DICKINSON.
 RS0274'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0274'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE
 RS0274'33.0 KM (20.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, THENCE 1.3 KM
 RS0274'(0.8 MI) NORTHERLY ALONG STATE HIGHWAY 8, THENCE 0.2 KM (0.1 MI)
 RS0274'EASTERLY ALONG COUNTY ROAD 139, 69.1 METERS (226.7 FT) EAST OF THE
 RS0274'CENTER OF A PRIVATE DRIVE LEADING NORTH, 28.6 METERS (93.8 FT) NORTH
 RS0274'OF THE CENTERLINE OF THE ROAD AND 26.2 METERS (86.0 FT) EAST OF A
 RS0274'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RS0274'CAP.
 RS0274'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 RS0274'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0303 ***********************************************************************
 RS0303  DESIGNATION -  N 492
 RS0303  PID         -  RS0303
 RS0303  STATE/COUNTY-  ND/STARK
 RS0303  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0303
 RS0303                         *CURRENT SURVEY CONTROL
 RS0303  ___________________________________________________________________
 RS0303* NAD 83(1996)-  46 52 46.35065(N)    102 48 51.51349(W)     ADJUSTED  
 RS0303* NAVD 88     -       746.581  (meters)    2449.41   (feet)  ADJUSTED  
 RS0303  ___________________________________________________________________
 RS0303  X           -    -968,781.025 (meters)                     COMP
 RS0303  Y           -  -4,259,181.736 (meters)                     COMP
 RS0303  Z           -   4,633,154.056 (meters)                     COMP
 RS0303  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 RS0303  ELLIP HEIGHT-         729.39  (meters)          (06/27/05) GPS OBS
 RS0303  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 RS0303  DYNAMIC HT  -         746.580 (meters)    2449.40  (feet)  COMP
 RS0303  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 RS0303
 RS0303  HORZ ORDER  -  A
 RS0303  VERT ORDER  -  FIRST     CLASS II
 RS0303  ELLP ORDER  -  FOURTH    CLASS I
 RS0303
 RS0303.The horizontal coordinates were established by GPS observations
 RS0303.and adjusted by the National Geodetic Survey in June 2005..
 RS0303
 RS0303.The orthometric height was determined by differential leveling
 RS0303.and adjusted by the National Geodetic Survey in June 1991..
 RS0303
 RS0303.Photographs are available for this station.
 RS0303
 RS0303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RS0303
 RS0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0303
 RS0303.The ellipsoidal height was determined by GPS observations
 RS0303.and is referenced to NAD 83.
 RS0303
 RS0303.The geoid height was determined by GEOID03.
 RS0303
 RS0303.The dynamic height is computed by dividing the NAVD 88
 RS0303.geopotential number by the normal gravity value computed on the
 RS0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0303.degrees latitude (g = 980.6199 gals.).
 RS0303
 RS0303.The modeled gravity was interpolated from observed gravity values.
 RS0303
 RS0303;                    North         East     Units Scale Factor Converg.
 RS0303;SPC ND S     -   137,417.739   423,624.471   MT  0.99993616   -1 41 16.9
 RS0303;SPC ND S     -   450,845.60  1,389,844.06   iFT  0.99993616   -1 41 16.9
 RS0303;UTM  13      - 5,194,097.322   666,538.888   MT  0.99994090   +1 35 44.7
 RS0303
 RS0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0303!SPC ND S     -   0.99988568  x   0.99993616  =   0.99982185
 RS0303!UTM  13      -   0.99988568  x   0.99994090  =   0.99982659
 RS0303
 RS0303                          SUPERSEDED SURVEY CONTROL
 RS0303
 RS0303  NAVD 88 (06/27/05)  746.58   (m)         2449.4    (f) LEVELING    3  
 RS0303
 RS0303.Superseded values are not recommended for survey control.
 RS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0303.See file dsdata.txt to determine how the superseded data were derived.
 RS0303
 RS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6653994097(NAD 83)
 RS0303_MARKER: I = METAL ROD
 RS0303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0303_SP_SET: STAINLESS STEEL ROD
 RS0303_STAMPING: N 492 1982
 RS0303_MARK LOGO: NGS   
 RS0303_PROJECTION: FLUSH
 RS0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RS0303+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 RS0303_ROD/PIPE-DEPTH: 4.6  meters
 RS0303
 RS0303  HISTORY     - Date     Condition        Report By
 RS0303  HISTORY     - 1982     MONUMENTED       NGS
 RS0303  HISTORY     - 20040820 GOOD             NDSPLS
 RS0303
 RS0303                          STATION DESCRIPTION
 RS0303
 RS0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0303'2.2 KM (1.35 MI) WEST FROM DICKINSON.
 RS0303'2.2 KM (1.35 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0303'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, 0.3 KM
 RS0303'(0.2 MI) WEST OF THE INTERSECTION OF VILLARD STREET AND STATE AVENUE,
 RS0303'51.5 METERS (169.0 FT) NORTHEAST OF THE NORTH LEG OF A HIGHWAY
 RS0303'INFORMATION SIGN (PATTERSON LAKE RECREATION AREA), 39.7 METERS (130.2
 RS0303'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METER (2.0 FT) WEST
 RS0303'OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RS0303'LOGO CAP.
 RS0303'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0303'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 RS0303
 RS0303                          STATION RECOVERY (2004)
 RS0303
 RS0303'RECOVERY NOTE BY ND SOCIETY PROF LAND SURV 2004 (RL)
 RS0303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0349 ***********************************************************************
 RS0349  DESIGNATION -  N 493
 RS0349  PID         -  RS0349
 RS0349  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0349  USGS QUAD   -  BUFFALO GAP CAMPGROUND (1979)
 RS0349
 RS0349                         *CURRENT SURVEY CONTROL
 RS0349  ___________________________________________________________________
 RS0349* NAD 83(1986)-  46 57 00.     (N)    103 44 44.     (W)     SCALED    
 RS0349* NAVD 88     -       826.199  (meters)    2710.62   (feet)  ADJUSTED  
 RS0349  ___________________________________________________________________
 RS0349  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 RS0349  DYNAMIC HT  -         826.197 (meters)    2710.61  (feet)  COMP
 RS0349  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 RS0349
 RS0349  VERT ORDER  -  FIRST     CLASS II
 RS0349
 RS0349.The horizontal coordinates were scaled from a topographic map and have
 RS0349.an estimated accuracy of +/- 6 seconds.
 RS0349
 RS0349.The orthometric height was determined by differential leveling
 RS0349.and adjusted by the National Geodetic Survey in June 1991..
 RS0349
 RS0349.The geoid height was determined by GEOID03.
 RS0349
 RS0349.The dynamic height is computed by dividing the NAVD 88
 RS0349.geopotential number by the normal gravity value computed on the
 RS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0349.degrees latitude (g = 980.6199 gals.).
 RS0349
 RS0349.The modeled gravity was interpolated from observed gravity values.
 RS0349
 RS0349;                    North         East    Units  Estimated Accuracy
 RS0349;SPC ND S     -   147,760.      353,010.      MT  (+/- 180 meters Scaled)
 RS0349
 RS0349                          SUPERSEDED SURVEY CONTROL
 RS0349
 RS0349.No superseded survey control is available for this station.
 RS0349
 RS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN954003(NAD 83)
 RS0349_MARKER: I = METAL ROD
 RS0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0349_SP_SET: STAINLESS STEEL ROD
 RS0349_STAMPING: N 493 1982
 RS0349_MARK LOGO: NGS   
 RS0349_PROJECTION: FLUSH
 RS0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0349_ROD/PIPE-DEPTH: 7.3  meters
 RS0349
 RS0349  HISTORY     - Date     Condition        Report By
 RS0349  HISTORY     - 1982     MONUMENTED       NGS
 RS0349
 RS0349                          STATION DESCRIPTION
 RS0349
 RS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0349'44.8 KM (27.85 MI) WEST FROM BELFIELD.
 RS0349'44.8 KM (27.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0349'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.6 KM (0.35 MI) EAST OF
 RS0349'MILEPOST 14, 25.0 METERS (82.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 RS0349'EAST BOUND LANES OF THE HIGHWAY AND 12.9 METERS (42.3 FT) EAST OF A
 RS0349'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 RS0349'CAP.
 RS0349'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 RS0349'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0272 ***********************************************************************
 RS0272  DESIGNATION -  N 494
 RS0272  PID         -  RS0272
 RS0272  STATE/COUNTY-  ND/STARK
 RS0272  USGS QUAD   -  RICHARDTON SE (1973)
 RS0272
 RS0272                         *CURRENT SURVEY CONTROL
 RS0272  ___________________________________________________________________
 RS0272* NAD 83(1986)-  46 52 14.     (N)    102 16 27.     (W)     SCALED    
 RS0272* NAVD 88     -       747.625  (meters)    2452.83   (feet)  ADJUSTED  
 RS0272  ___________________________________________________________________
 RS0272  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 RS0272  DYNAMIC HT  -         747.621 (meters)    2452.82  (feet)  COMP
 RS0272  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 RS0272
 RS0272  VERT ORDER  -  FIRST     CLASS II
 RS0272
 RS0272.The horizontal coordinates were scaled from a topographic map and have
 RS0272.an estimated accuracy of +/- 6 seconds.
 RS0272
 RS0272.The orthometric height was determined by differential leveling
 RS0272.and adjusted by the National Geodetic Survey in June 1991..
 RS0272
 RS0272.The geoid height was determined by GEOID03.
 RS0272
 RS0272.The dynamic height is computed by dividing the NAVD 88
 RS0272.geopotential number by the normal gravity value computed on the
 RS0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0272.degrees latitude (g = 980.6199 gals.).
 RS0272
 RS0272.The modeled gravity was interpolated from observed gravity values.
 RS0272
 RS0272;                    North         East    Units  Estimated Accuracy
 RS0272;SPC ND S     -   135,350.      464,760.      MT  (+/- 180 meters Scaled)
 RS0272
 RS0272                          SUPERSEDED SURVEY CONTROL
 RS0272
 RS0272.No superseded survey control is available for this station.
 RS0272
 RS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM077943(NAD 83)
 RS0272_MARKER: I = METAL ROD
 RS0272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0272_SP_SET: STAINLESS STEEL ROD
 RS0272_STAMPING: N 494 1982
 RS0272_MARK LOGO: NGS   
 RS0272_PROJECTION: FLUSH
 RS0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0272_ROD/PIPE-DEPTH: 7.0  meters
 RS0272
 RS0272  HISTORY     - Date     Condition        Report By
 RS0272  HISTORY     - 1982     MONUMENTED       NGS
 RS0272
 RS0272                          STATION DESCRIPTION
 RS0272
 RS0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0272'39.5 KM (24.55 MI) WEST FROM GLEN ULLIN.
 RS0272'39.5 KM (24.55 MI) WESTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RS0272'NORTHERN RAILROAD STATION IN GLEN ULLIN, OR 4.0 KM (2.5 MI) EASTERLY
 RS0272'ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP FROM THE BURLINGTON NORTHERN
 RS0272'RAILROAD STATION IN DICKINSON, THENCE 33.0 KM (20.5 MI) EASTERLY ALONG
 RS0272'INTERSTATE HIGHWAY 94, THENCE 1.3 KM (0.8 MI) NORTHERLY ALONG STATE
 RS0272'HIGHWAY 8, THENCE 2.9 KM (1.8 MI) EASTERLY ALONG COUNTY ROAD 139, 56.8
 RS0272'METERS (186.4 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 19.3 METERS
 RS0272'(63.3 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 13.2 METERS
 RS0272'(43.3 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 RS0272'RAILROAD AND 0.9 METER (3.0 FT) NORTHWEST OF THE MOST NORTHEASTERLY
 RS0272'ONE OF TWO UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RS0272'5-INCH LOGO CAP.
 RS0272'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 RS0272'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0646 ***********************************************************************
 RP0646  DESIGNATION -  N 496
 RP0646  PID         -  RP0646
 RP0646  STATE/COUNTY-  ND/BARNES
 RP0646  USGS QUAD   -  TOWER CITY (1967)
 RP0646
 RP0646                         *CURRENT SURVEY CONTROL
 RP0646  ___________________________________________________________________
 RP0646* NAD 83(1986)-  46 55 11.     (N)    097 43 24.     (W)     SCALED    
 RP0646* NAVD 88     -       364.546  (meters)    1196.01   (feet)  ADJUSTED  
 RP0646  ___________________________________________________________________
 RP0646  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 RP0646  DYNAMIC HT  -         364.576 (meters)    1196.11  (feet)  COMP
 RP0646  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 RP0646
 RP0646  VERT ORDER  -  FIRST     CLASS II
 RP0646
 RP0646.The horizontal coordinates were scaled from a topographic map and have
 RP0646.an estimated accuracy of +/- 6 seconds.
 RP0646
 RP0646.The orthometric height was determined by differential leveling
 RP0646.and adjusted by the National Geodetic Survey in June 1991..
 RP0646
 RP0646.The geoid height was determined by GEOID03.
 RP0646
 RP0646.The dynamic height is computed by dividing the NAVD 88
 RP0646.geopotential number by the normal gravity value computed on the
 RP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0646.degrees latitude (g = 980.6199 gals.).
 RP0646
 RP0646.The modeled gravity was interpolated from observed gravity values.
 RP0646
 RP0646;                    North         East    Units  Estimated Accuracy
 RP0646;SPC ND S     -   143,020.      811,440.      MT  (+/- 180 meters Scaled)
 RP0646
 RP0646                          SUPERSEDED SURVEY CONTROL
 RP0646
 RP0646.No superseded survey control is available for this station.
 RP0646
 RP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS972970(NAD 83)
 RP0646_MARKER: DB = BENCH MARK DISK
 RP0646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0646_SP_SET: CONCRETE PIER
 RP0646_STAMPING: N 496 1982
 RP0646_MARK LOGO: NGS   
 RP0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0646+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 RP0646
 RP0646  HISTORY     - Date     Condition        Report By
 RP0646  HISTORY     - 1982     MONUMENTED       NGS
 RP0646  HISTORY     - 20030110 GOOD             NDDT
 RP0646
 RP0646                          STATION DESCRIPTION
 RP0646
 RP0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0646'3.1 KM (1.95 MI) WEST FROM TOWER CITY.
 RP0646'4.9 KM (3.05 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RP0646'THE STATE HIGHWAY 32 OVERPASS LEADING NORTH TO ORISKA, ALSO, 3.1 KM
 RP0646'(1.95 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF THE
 RP0646'TOWER CITY OVERPASS, SET VERTICALLY IN THE WEST FACE OF THE
 RP0646'SOUTHWESTERNMOST PIER OF A BRIDGE OVERPASS, 7.8 METERS (25.5 FT) SOUTH
 RP0646'OF THE CENTERLINE OF THE TWO EASTBOUND LANES AND 30.4 METERS
 RP0646'(100.0 FT) EAST OF THE WEST END OF A METAL GUARD RAIL.
 RP0646'THE MARK IS 1.5 M ABOVE GROUND.
 RP0646
 RP0646                          STATION RECOVERY (2003)
 RP0646
 RP0646'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (WP)
 RP0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0654 ***********************************************************************
 RP0654  DESIGNATION -  N 497
 RP0654  PID         -  RP0654
 RP0654  STATE/COUNTY-  ND/CASS
 RP0654  USGS QUAD   -  BUFFALO (1967)
 RP0654
 RP0654                         *CURRENT SURVEY CONTROL
 RP0654  ___________________________________________________________________
 RP0654* NAD 83(1986)-  46 52 33.     (N)    097 35 54.     (W)     SCALED    
 RP0654* NAVD 88     -       353.178  (meters)    1158.72   (feet)  ADJUSTED  
 RP0654  ___________________________________________________________________
 RP0654  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 RP0654  DYNAMIC HT  -         353.206 (meters)    1158.81  (feet)  COMP
 RP0654  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 RP0654
 RP0654  VERT ORDER  -  FIRST     CLASS II
 RP0654
 RP0654.The horizontal coordinates were scaled from a topographic map and have
 RP0654.an estimated accuracy of +/- 6 seconds.
 RP0654
 RP0654.The orthometric height was determined by differential leveling
 RP0654.and adjusted by the National Geodetic Survey in June 1991..
 RP0654
 RP0654.The geoid height was determined by GEOID03.
 RP0654
 RP0654.The dynamic height is computed by dividing the NAVD 88
 RP0654.geopotential number by the normal gravity value computed on the
 RP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0654.degrees latitude (g = 980.6199 gals.).
 RP0654
 RP0654.The modeled gravity was interpolated from observed gravity values.
 RP0654
 RP0654;                    North         East    Units  Estimated Accuracy
 RP0654;SPC ND S     -   138,490.      821,140.      MT  (+/- 180 meters Scaled)
 RP0654
 RP0654                          SUPERSEDED SURVEY CONTROL
 RP0654
 RP0654.No superseded survey control is available for this station.
 RP0654
 RP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS068923(NAD 83)
 RP0654_MARKER: DB = BENCH MARK DISK
 RP0654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0654_SP_SET: CONCRETE PIER
 RP0654_STAMPING: N 497 1982
 RP0654_MARK LOGO: NGS   
 RP0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0654+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 RP0654
 RP0654  HISTORY     - Date     Condition        Report By
 RP0654  HISTORY     - 1982     MONUMENTED       NGS
 RP0654  HISTORY     - 20001205 GOOD             NDDT
 RP0654
 RP0654                          STATION DESCRIPTION
 RP0654
 RP0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0654'3.2 KM (2.0 MI) WEST FROM BUFFALO.
 RP0654'3.2 KM (2.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RP0654'THE BUFFALO-ALICE INTERCHANGE (STATE ROUTE 38), SET VERTICALLY IN THE
 RP0654'WEST FACE OF THE SOUTHWESTERNMOST PIER OF A BRIDGE OVERPASS,
 RP0654'7.8 METERS (25.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 RP0654'AND 30.4 METERS (100.0 FT) EAST OF THE WEST END OF A METAL GUARD RAIL.
 RP0654'THE MARK IS 1.5 M ABOVE HIGHWAY.
 RP0654
 RP0654                          STATION RECOVERY (2000)
 RP0654
 RP0654'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2000 (RZ)
 RP0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0676 ***********************************************************************
 RP0676  DESIGNATION -  N 498
 RP0676  PID         -  RP0676
 RP0676  STATE/COUNTY-  ND/CASS
 RP0676  USGS QUAD   -  WHEATLAND (1967)
 RP0676
 RP0676                         *CURRENT SURVEY CONTROL
 RP0676  ___________________________________________________________________
 RP0676* NAD 83(1986)-  46 52 32.     (N)    097 15 50.     (W)     SCALED    
 RP0676* NAVD 88     -       289.489  (meters)     949.77   (feet)  ADJUSTED  
 RP0676  ___________________________________________________________________
 RP0676  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RP0676  DYNAMIC HT  -         289.513 (meters)     949.84  (feet)  COMP
 RP0676  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 RP0676
 RP0676  VERT ORDER  -  FIRST     CLASS II
 RP0676
 RP0676.The horizontal coordinates were scaled from a topographic map and have
 RP0676.an estimated accuracy of +/- 6 seconds.
 RP0676
 RP0676.The orthometric height was determined by differential leveling
 RP0676.and adjusted by the National Geodetic Survey in June 1991..
 RP0676
 RP0676.The geoid height was determined by GEOID03.
 RP0676
 RP0676.The dynamic height is computed by dividing the NAVD 88
 RP0676.geopotential number by the normal gravity value computed on the
 RP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0676.degrees latitude (g = 980.6199 gals.).
 RP0676
 RP0676.The modeled gravity was interpolated from observed gravity values.
 RP0676
 RP0676;                    North         East    Units  Estimated Accuracy
 RP0676;SPC ND S     -   139,460.      846,610.      MT  (+/- 180 meters Scaled)
 RP0676
 RP0676                          SUPERSEDED SURVEY CONTROL
 RP0676
 RP0676.No superseded survey control is available for this station.
 RP0676
 RP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS322927(NAD 83)
 RP0676_MARKER: DB = BENCH MARK DISK
 RP0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0676_SP_SET: CONCRETE PIER
 RP0676_STAMPING: N 498 1982
 RP0676_MARK LOGO: NGS   
 RP0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0676
 RP0676  HISTORY     - Date     Condition        Report By
 RP0676  HISTORY     - 1982     MONUMENTED       NGS
 RP0676
 RP0676                          STATION DESCRIPTION
 RP0676
 RP0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0676'4.8 KM (3.0 MI) SW FROM CASSELTON.
 RP0676'4.2 KM (2.6 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE CASSELTON
 RP0676'INTERCHANGE WHICH IS 2.9 KM (1.8 MI) SOUTH OF CASSELTON, SET
 RP0676'VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST PIER OF AN
 RP0676'OVERPASS, 7.9 METERS (26.0 FT) SOUTH OF THE CENTERLINE OF INTERSTATE
 RP0676'HIGHWAY 94 EASTBOUND, AND 30.4 METERS (100.0 FT) EAST OF THE WEST END
 RP0676'OF A METAL GUARD RAIL.
 RP0676'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1219 ***********************************************************************
 RP1219  DESIGNATION -  N 499 RESET
 RP1219  PID         -  RP1219
 RP1219  STATE/COUNTY-  ND/CASS
 RP1219  USGS QUAD   -  FARGO SOUTH (1993)
 RP1219
 RP1219                         *CURRENT SURVEY CONTROL
 RP1219  ___________________________________________________________________
 RP1219* NAD 83(1986)-  46 50 51.     (N)    096 51 34.     (W)     SCALED    
 RP1219* NAVD 88     -       282.75   (meters)     927.7    (feet)  RESET     
 RP1219  ___________________________________________________________________
 RP1219  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 RP1219
 RP1219  VERT ORDER  -  THIRD
 RP1219
 RP1219.The horizontal coordinates were scaled from a topographic map and have
 RP1219.an estimated accuracy of +/- 6 seconds.
 RP1219
 RP1219.The orthometric height was computed from unverified reset data.
 RP1219.No vertical observational check was made to the station.
 RP1219
 RP1219.The geoid height was determined by GEOID03.
 RP1219
 RP1219;                    North         East    Units  Estimated Accuracy
 RP1219;SPC ND S     -   137,690.      877,560.      MT  (+/- 180 meters Scaled)
 RP1219
 RP1219                          SUPERSEDED SURVEY CONTROL
 RP1219
 RP1219.No superseded survey control is available for this station.
 RP1219
 RP1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS631904(NAD 83)
 RP1219_MARKER: DV = VERTICAL CONTROL DISK
 RP1219_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RP1219_SP_SET: BRIDGE WINGWALL
 RP1219_STAMPING: N 499 RESET 1991
 RP1219_MARK LOGO: NGS   
 RP1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1219
 RP1219  HISTORY     - Date     Condition        Report By
 RP1219  HISTORY     - 1991     MONUMENTED       NDHD
 RP1219
 RP1219                          STATION DESCRIPTION
 RP1219
 RP1219'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1991
 RP1219'0.9 MILES (1.4 KM) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RP1219'INTERSECTION OF INTERSTATE HIGHWAY 29 (OVERPASS) IN FARGO, SEC 15 T
 RP1219'139 N R 49 W., SET IN A BRIDGE WINGWALL AND PROJECTING 1/4 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0017 ***********************************************************************
 TG0017  DESIGNATION -  N 5
 TG0017  PID         -  TG0017
 TG0017  STATE/COUNTY-  ND/WARD
 TG0017  USGS QUAD   -  COULEE (1949)
 TG0017
 TG0017                         *CURRENT SURVEY CONTROL
 TG0017  ___________________________________________________________________
 TG0017* NAD 83(1986)-  48 37 09.     (N)    102 02 00.     (W)     SCALED    
 TG0017* NAVD 88     -       547.864  (meters)    1797.45   (feet)  ADJUSTED  
 TG0017  ___________________________________________________________________
 TG0017  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TG0017  DYNAMIC HT  -         547.969 (meters)    1797.80  (feet)  COMP
 TG0017  MODELED GRAV-     980,783.7   (mgal)                       NAVD 88
 TG0017
 TG0017  VERT ORDER  -  FIRST     CLASS II
 TG0017
 TG0017.The horizontal coordinates were scaled from a topographic map and have
 TG0017.an estimated accuracy of +/- 6 seconds.
 TG0017
 TG0017.The orthometric height was determined by differential leveling
 TG0017.and adjusted by the National Geodetic Survey in June 1991..
 TG0017
 TG0017.The geoid height was determined by GEOID03.
 TG0017
 TG0017.The dynamic height is computed by dividing the NAVD 88
 TG0017.geopotential number by the normal gravity value computed on the
 TG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0017.degrees latitude (g = 980.6199 gals.).
 TG0017
 TG0017.The modeled gravity was interpolated from observed gravity values.
 TG0017
 TG0017;                    North         East    Units  Estimated Accuracy
 TG0017;SPC ND N     -   181,150.      486,960.      MT  (+/- 180 meters Scaled)
 TG0017
 TG0017                          SUPERSEDED SURVEY CONTROL
 TG0017
 TG0017  NGVD 29 (??/??/92)  547.468  (m)         1796.15   (f) ADJ UNCH    1 2
 TG0017
 TG0017.Superseded values are not recommended for survey control.
 TG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0017.See file dsdata.txt to determine how the superseded data were derived.
 TG0017
 TG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP186893(NAD 83)
 TG0017_MARKER: DB = BENCH MARK DISK
 TG0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0017_STAMPING: N5 ELEV. 1796.089 FT
 TG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0017+STABILITY: SURFACE MOTION
 TG0017
 TG0017  HISTORY     - Date     Condition        Report By
 TG0017  HISTORY     - UNK      MONUMENTED       CGS
 TG0017  HISTORY     - 1963     GOOD             NGS
 TG0017
 TG0017                          STATION DESCRIPTION
 TG0017
 TG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0017'4.4 MI SE FROM KENMARE.
 TG0017'ABOUT 4.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0017'AT KENMARE, 6 POLES SOUTHEAST OF TRESTLE 514.47, 116 FEET SOUTHWEST OF
 TG0017'AND ACROSS THE TRACKS FROM THE 11TH TELEPHONE POLE NORTHWEST OF MILE
 TG0017'POST 514, 94 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22 FEET NORTHEAST
 TG0017'OF THE CENTER LINE OF A TRACK ROAD, 7 1/2 FEET NORTHEAST OF A ROW OF
 TG0017'TELEPHONE POLES, IN A SMALL THICKET, 2.8 FEET SOUTHWEST OF A METAL
 TG0017'WITNESS POST, 5 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 TG0017'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0888 ***********************************************************************
 TF0888  DESIGNATION -  N 5 B 1
 TF0888  PID         -  TF0888
 TF0888  STATE/COUNTY-  ND/BOTTINEAU
 TF0888  USGS QUAD   -  LANSFORD NW (1949)
 TF0888
 TF0888                         *CURRENT SURVEY CONTROL
 TF0888  ___________________________________________________________________
 TF0888* NAD 83(1986)-  48 41 40.     (N)    101 24 45.     (W)     SCALED    
 TF0888* NAVD 88     -       486.224  (meters)    1595.22   (feet)  ADJUSTED  
 TF0888  ___________________________________________________________________
 TF0888  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 TF0888  DYNAMIC HT  -         486.326 (meters)    1595.55  (feet)  COMP
 TF0888  MODELED GRAV-     980,805.5   (mgal)                       NAVD 88
 TF0888
 TF0888  VERT ORDER  -  SECOND    CLASS 0
 TF0888
 TF0888.The horizontal coordinates were scaled from a topographic map and have
 TF0888.an estimated accuracy of +/- 6 seconds.
 TF0888
 TF0888.The orthometric height was determined by differential leveling
 TF0888.and adjusted by the National Geodetic Survey in June 1991..
 TF0888
 TF0888.The geoid height was determined by GEOID03.
 TF0888
 TF0888.The dynamic height is computed by dividing the NAVD 88
 TF0888.geopotential number by the normal gravity value computed on the
 TF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0888.degrees latitude (g = 980.6199 gals.).
 TF0888
 TF0888.The modeled gravity was interpolated from observed gravity values.
 TF0888
 TF0888;                    North         East    Units  Estimated Accuracy
 TF0888;SPC ND N     -   188,800.      532,830.      MT  (+/- 180 meters Scaled)
 TF0888
 TF0888                          SUPERSEDED SURVEY CONTROL
 TF0888
 TF0888  NGVD 29 (??/??/92)  485.87   (m)         1594.1    (f) COMPUTED    2 0
 TF0888
 TF0888.Superseded values are not recommended for survey control.
 TF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0888.See file dsdata.txt to determine how the superseded data were derived.
 TF0888
 TF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU224962(NAD 83)
 TF0888_MARKER: DD = SURVEY DISK
 TF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0888+STABILITY: SURFACE MOTION
 TF0888
 TF0888  HISTORY     - Date     Condition        Report By
 TF0888  HISTORY     - UNK      MONUMENTED       DOD
 TF0888  HISTORY     - 1963     GOOD             NGS
 TF0888
 TF0888                          STATION DESCRIPTION
 TF0888
 TF0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0888'10.6 MI SE FROM MOHALL.
 TF0888'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0888'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0888'EAST ALONG A TRACK ROAD, THENCE 2.8 MILES EAST ALONG A GRAVELED ROAD
 TF0888'TO N 5 Z 1963 ON SOUTH SIDE OF ROAD, THENCE 0.35 MILE NORTH ACROSS
 TF0888'COUNTRY, ABOUT 0.3 MILE NORTH OF A SMALL GROVE OF TREES AND THE TOP
 TF0888'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0888'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0887 ***********************************************************************
 TF0887  DESIGNATION -  N 5 B 2
 TF0887  PID         -  TF0887
 TF0887  STATE/COUNTY-  ND/BOTTINEAU
 TF0887  USGS QUAD   -  LANSFORD NW (1949)
 TF0887
 TF0887                         *CURRENT SURVEY CONTROL
 TF0887  ___________________________________________________________________
 TF0887* NAD 83(1986)-  48 41 46.     (N)    101 24 29.     (W)     SCALED    
 TF0887* NAVD 88     -       489.959  (meters)    1607.47   (feet)  ADJUSTED  
 TF0887  ___________________________________________________________________
 TF0887  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 TF0887  DYNAMIC HT  -         490.062 (meters)    1607.81  (feet)  COMP
 TF0887  MODELED GRAV-     980,805.8   (mgal)                       NAVD 88
 TF0887
 TF0887  VERT ORDER  -  SECOND    CLASS 0
 TF0887
 TF0887.The horizontal coordinates were scaled from a topographic map and have
 TF0887.an estimated accuracy of +/- 6 seconds.
 TF0887
 TF0887.The orthometric height was determined by differential leveling
 TF0887.and adjusted by the National Geodetic Survey in June 1991..
 TF0887
 TF0887.The geoid height was determined by GEOID03.
 TF0887
 TF0887.The dynamic height is computed by dividing the NAVD 88
 TF0887.geopotential number by the normal gravity value computed on the
 TF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0887.degrees latitude (g = 980.6199 gals.).
 TF0887
 TF0887.The modeled gravity was interpolated from observed gravity values.
 TF0887
 TF0887;                    North         East    Units  Estimated Accuracy
 TF0887;SPC ND N     -   188,980.      533,160.      MT  (+/- 180 meters Scaled)
 TF0887
 TF0887                          SUPERSEDED SURVEY CONTROL
 TF0887
 TF0887  NGVD 29 (??/??/92)  489.61   (m)         1606.3    (f) COMPUTED    2 0
 TF0887
 TF0887.Superseded values are not recommended for survey control.
 TF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0887.See file dsdata.txt to determine how the superseded data were derived.
 TF0887
 TF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU228964(NAD 83)
 TF0887_MARKER: DD = SURVEY DISK
 TF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0887+STABILITY: SURFACE MOTION
 TF0887
 TF0887  HISTORY     - Date     Condition        Report By
 TF0887  HISTORY     - UNK      MONUMENTED       DOD
 TF0887  HISTORY     - 1963     GOOD             NGS
 TF0887
 TF0887                          STATION DESCRIPTION
 TF0887
 TF0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0887'10.55 MI SE FROM MOHALL.
 TF0887'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0887'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0887'EAST ALONG A TRACK ROAD, THENCE 2.8 MILES EAST ALONG A GRAVELED ROAD
 TF0887'TO N 5 Z 1963, THENCE 0.35 MILE NORTH ACROSS COUNTRY TO N5 B1 (USAF),
 TF0887'THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY, ABOUT 0.4 MILE NORTH OF THE
 TF0887'ROAD AND A GROVE OF TREES, THE TOP SURFACE OVER THE CENTER HOLE OF A
 TF0887'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0887'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0885 ***********************************************************************
 TF0885  DESIGNATION -  N 5 Z
 TF0885  PID         -  TF0885
 TF0885  STATE/COUNTY-  ND/BOTTINEAU
 TF0885  USGS QUAD   -  LANSFORD NW (1949)
 TF0885
 TF0885                         *CURRENT SURVEY CONTROL
 TF0885  ___________________________________________________________________
 TF0885* NAD 83(1986)-  48 41 26.     (N)    101 24 45.     (W)     SCALED    
 TF0885* NAVD 88     -       483.201  (meters)    1585.30   (feet)  ADJUSTED  
 TF0885  ___________________________________________________________________
 TF0885  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 TF0885  DYNAMIC HT  -         483.302 (meters)    1585.63  (feet)  COMP
 TF0885  MODELED GRAV-     980,805.1   (mgal)                       NAVD 88
 TF0885
 TF0885  VERT ORDER  -  SECOND    CLASS 0
 TF0885
 TF0885.The horizontal coordinates were scaled from a topographic map and have
 TF0885.an estimated accuracy of +/- 6 seconds.
 TF0885
 TF0885.The orthometric height was determined by differential leveling
 TF0885.and adjusted by the National Geodetic Survey in June 1991..
 TF0885
 TF0885.The geoid height was determined by GEOID03.
 TF0885
 TF0885.The dynamic height is computed by dividing the NAVD 88
 TF0885.geopotential number by the normal gravity value computed on the
 TF0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0885.degrees latitude (g = 980.6199 gals.).
 TF0885
 TF0885.The modeled gravity was interpolated from observed gravity values.
 TF0885
 TF0885;                    North         East    Units  Estimated Accuracy
 TF0885;SPC ND N     -   188,360.      532,820.      MT  (+/- 180 meters Scaled)
 TF0885
 TF0885                          SUPERSEDED SURVEY CONTROL
 TF0885
 TF0885  NGVD 29 (??/??/92)  482.85   (m)         1584.2    (f) COMPUTED    2 0
 TF0885
 TF0885.Superseded values are not recommended for survey control.
 TF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0885.See file dsdata.txt to determine how the superseded data were derived.
 TF0885
 TF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU224958(NAD 83)
 TF0885_MARKER: DS = TRIANGULATION STATION DISK
 TF0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0885_STAMPING: N 5 Z 1963
 TF0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0885+STABILITY: SURFACE MOTION
 TF0885
 TF0885  HISTORY     - Date     Condition        Report By
 TF0885  HISTORY     - 1963     MONUMENTED       CGS
 TF0885
 TF0885                          STATION DESCRIPTION
 TF0885
 TF0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0885'10.25 MI SE FROM MOHALL.
 TF0885'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0885'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0885'EAST ALONG A TRACK ROAD, THENCE 2.8 MILES EAST ALONG A GRAVELED ROAD,
 TF0885'0.2 MILE WEST OF A SMALL GROVE OF TREES, 68 1/2 FEET SOUTH OF THE
 TF0885'CENTER LINE OF THE ROAD, 74.8 FEET EAST OF N 5 Z R.M. 2, 98.4 FEET
 TF0885'WEST OF N 5 Z R.M. 1, 8 1/2 FEET NORTH OF A ROW OF POLES, 4.5 FEET
 TF0885'EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 TF0885'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0882 ***********************************************************************
 TF0882  DESIGNATION -  N 5 Z AZ MK
 TF0882  PID         -  TF0882
 TF0882  STATE/COUNTY-  ND/BOTTINEAU
 TF0882  USGS QUAD   -  LANSFORD NW (1949)
 TF0882
 TF0882                         *CURRENT SURVEY CONTROL
 TF0882  ___________________________________________________________________
 TF0882* NAD 83(1986)-  48 41 22.     (N)    101 25 19.     (W)     SCALED    
 TF0882* NAVD 88     -       485.462  (meters)    1592.72   (feet)  ADJUSTED  
 TF0882  ___________________________________________________________________
 TF0882  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 TF0882  DYNAMIC HT  -         485.563 (meters)    1593.05  (feet)  COMP
 TF0882  MODELED GRAV-     980,804.7   (mgal)                       NAVD 88
 TF0882
 TF0882  VERT ORDER  -  SECOND    CLASS 0
 TF0882
 TF0882.The horizontal coordinates were scaled from a topographic map and have
 TF0882.an estimated accuracy of +/- 6 seconds.
 TF0882
 TF0882.The orthometric height was determined by differential leveling
 TF0882.and adjusted by the National Geodetic Survey in June 1991..
 TF0882
 TF0882.The geoid height was determined by GEOID03.
 TF0882
 TF0882.The dynamic height is computed by dividing the NAVD 88
 TF0882.geopotential number by the normal gravity value computed on the
 TF0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0882.degrees latitude (g = 980.6199 gals.).
 TF0882
 TF0882.The modeled gravity was interpolated from observed gravity values.
 TF0882
 TF0882;                    North         East    Units  Estimated Accuracy
 TF0882;SPC ND N     -   188,250.      532,120.      MT  (+/- 180 meters Scaled)
 TF0882
 TF0882                          SUPERSEDED SURVEY CONTROL
 TF0882
 TF0882  NGVD 29 (??/??/92)  485.11   (m)         1591.6    (f) COMPUTED    2 0
 TF0882
 TF0882.Superseded values are not recommended for survey control.
 TF0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0882.See file dsdata.txt to determine how the superseded data were derived.
 TF0882
 TF0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU217957(NAD 83)
 TF0882_MARKER: DZ = AZIMUTH MARK DISK
 TF0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0882_STAMPING: N 5 Z 1963
 TF0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0882+STABILITY: SURFACE MOTION
 TF0882
 TF0882  HISTORY     - Date     Condition        Report By
 TF0882  HISTORY     - 1963     MONUMENTED       CGS
 TF0882
 TF0882                          STATION DESCRIPTION
 TF0882
 TF0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0882'9.85 MI SE FROM MOHALL.
 TF0882'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0882'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0882'EAST ALONG A TRACK ROAD, THENCE 2.4 MILES EAST ALONG A GRAVELED ROAD,
 TF0882'0.1 MILE SOUTHWEST OF AND ACROSS THE ROAD FROM A FARMHOUSE, 75 FEET
 TF0882'SOUTH OF THE CENTER LINE OF THE ROAD, 46 FEET EAST OF A TELEPHONE
 TF0882'POLE, 2 1/2 FEET NORTH OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL
 TF0882'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TF0882'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0886 ***********************************************************************
 TF0886  DESIGNATION -  N 5 Z RM 1
 TF0886  PID         -  TF0886
 TF0886  STATE/COUNTY-  ND/BOTTINEAU
 TF0886  USGS QUAD   -  LANSFORD NW (1949)
 TF0886
 TF0886                         *CURRENT SURVEY CONTROL
 TF0886  ___________________________________________________________________
 TF0886* NAD 83(1986)-  48 41 26.     (N)    101 24 45.     (W)     SCALED    
 TF0886* NAVD 88     -       483.867  (meters)    1587.49   (feet)  ADJUSTED  
 TF0886  ___________________________________________________________________
 TF0886  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 TF0886  DYNAMIC HT  -         483.968 (meters)    1587.82  (feet)  COMP
 TF0886  MODELED GRAV-     980,805.1   (mgal)                       NAVD 88
 TF0886
 TF0886  VERT ORDER  -  SECOND    CLASS 0
 TF0886
 TF0886.The horizontal coordinates were scaled from a topographic map and have
 TF0886.an estimated accuracy of +/- 6 seconds.
 TF0886
 TF0886.The orthometric height was determined by differential leveling
 TF0886.and adjusted by the National Geodetic Survey in June 1991..
 TF0886
 TF0886.The geoid height was determined by GEOID03.
 TF0886
 TF0886.The dynamic height is computed by dividing the NAVD 88
 TF0886.geopotential number by the normal gravity value computed on the
 TF0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0886.degrees latitude (g = 980.6199 gals.).
 TF0886
 TF0886.The modeled gravity was interpolated from observed gravity values.
 TF0886
 TF0886;                    North         East    Units  Estimated Accuracy
 TF0886;SPC ND N     -   188,360.      532,820.      MT  (+/- 180 meters Scaled)
 TF0886
 TF0886                          SUPERSEDED SURVEY CONTROL
 TF0886
 TF0886  NGVD 29 (??/??/92)  483.51   (m)         1586.3    (f) COMPUTED    2 0
 TF0886
 TF0886.Superseded values are not recommended for survey control.
 TF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0886.See file dsdata.txt to determine how the superseded data were derived.
 TF0886
 TF0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU224958(NAD 83)
 TF0886_MARKER: DR = REFERENCE MARK DISK
 TF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0886_STAMPING: N 5 Z NO 1 1963
 TF0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0886+STABILITY: SURFACE MOTION
 TF0886
 TF0886  HISTORY     - Date     Condition        Report By
 TF0886  HISTORY     - 1963     MONUMENTED       CGS
 TF0886
 TF0886                          STATION DESCRIPTION
 TF0886
 TF0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0886'10.25 MI SE FROM MOHALL.
 TF0886'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0886'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0886'EAST ALONG A TRACK ROAD, THENCE 2.8 MILES EAST ALONG A GRAVELED ROAD,
 TF0886'0.2 MILES WEST OF A SMALL GROVE OF TREES, 67 FEET SOUTH OF THE CENTER
 TF0886'LINE OF THE ROAD, 98.4 FEET EAST OF N 5 Z 1963, 84 1/2 FEET WEST OF A
 TF0886'TELEPHONE POLE 10 1/2 FEET NORTH OF A ROW OF TELEPHONE POLES AND SET
 TF0886'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0884 ***********************************************************************
 TF0884  DESIGNATION -  N 5 Z RM 2
 TF0884  PID         -  TF0884
 TF0884  STATE/COUNTY-  ND/BOTTINEAU
 TF0884  USGS QUAD   -  LANSFORD NW (1949)
 TF0884
 TF0884                         *CURRENT SURVEY CONTROL
 TF0884  ___________________________________________________________________
 TF0884* NAD 83(1986)-  48 41 26.     (N)    101 24 45.     (W)     SCALED    
 TF0884* NAVD 88     -       482.949  (meters)    1584.48   (feet)  ADJUSTED  
 TF0884  ___________________________________________________________________
 TF0884  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 TF0884  DYNAMIC HT  -         483.050 (meters)    1584.81  (feet)  COMP
 TF0884  MODELED GRAV-     980,805.1   (mgal)                       NAVD 88
 TF0884
 TF0884  VERT ORDER  -  SECOND    CLASS 0
 TF0884
 TF0884.The horizontal coordinates were scaled from a topographic map and have
 TF0884.an estimated accuracy of +/- 6 seconds.
 TF0884
 TF0884.The orthometric height was determined by differential leveling
 TF0884.and adjusted by the National Geodetic Survey in June 1991..
 TF0884
 TF0884.The geoid height was determined by GEOID03.
 TF0884
 TF0884.The dynamic height is computed by dividing the NAVD 88
 TF0884.geopotential number by the normal gravity value computed on the
 TF0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0884.degrees latitude (g = 980.6199 gals.).
 TF0884
 TF0884.The modeled gravity was interpolated from observed gravity values.
 TF0884
 TF0884;                    North         East    Units  Estimated Accuracy
 TF0884;SPC ND N     -   188,360.      532,820.      MT  (+/- 180 meters Scaled)
 TF0884
 TF0884                          SUPERSEDED SURVEY CONTROL
 TF0884
 TF0884  NGVD 29 (??/??/92)  482.60   (m)         1583.3    (f) COMPUTED    2 0
 TF0884
 TF0884.Superseded values are not recommended for survey control.
 TF0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0884.See file dsdata.txt to determine how the superseded data were derived.
 TF0884
 TF0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU224958(NAD 83)
 TF0884_MARKER: DR = REFERENCE MARK DISK
 TF0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0884_STAMPING: N 5 Z NO 2 1963
 TF0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0884+STABILITY: SURFACE MOTION
 TF0884
 TF0884  HISTORY     - Date     Condition        Report By
 TF0884  HISTORY     - 1963     MONUMENTED       CGS
 TF0884
 TF0884                          STATION DESCRIPTION
 TF0884
 TF0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0884'10.25 MI SE FROM MOHALL.
 TF0884'ABOUT 0.35 MILE WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0884'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 2.0 MILES
 TF0884'EAST ALONG A TRACK ROAD, THENCE 2.8 MILES EAST ALONG A GRAVELED ROAD,
 TF0884'0.2 MILE WEST OF A SMALL GROVE OF TREES, 63 FEET SOUTH OF THE CENTER
 TF0884'LINE OF THE ROAD, 74.8 FEET WEST OF N 5 Z 1963, 52 1/2 FEET EAST OF A
 TF0884'TELEPHONE POLE, 11 FEET NORTH OF A ROW OF TELEPHONE POLES, AND SET IN
 TF0884'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0479 ***********************************************************************
 SL0479  DESIGNATION -  N 50
 SL0479  PID         -  SL0479
 SL0479  STATE/COUNTY-  ND/TRAILL
 SL0479  USGS QUAD   -  BLANCHARD (1967)
 SL0479
 SL0479                         *CURRENT SURVEY CONTROL
 SL0479  ___________________________________________________________________
 SL0479* NAD 83(1986)-  47 15 12.     (N)    097 13 05.     (W)     SCALED    
 SL0479* NAVD 88     -       290.295  (meters)     952.41   (feet)  ADJUSTED  
 SL0479  ___________________________________________________________________
 SL0479  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 SL0479  DYNAMIC HT  -         290.332 (meters)     952.53  (feet)  COMP
 SL0479  MODELED GRAV-     980,732.7   (mgal)                       NAVD 88
 SL0479
 SL0479  VERT ORDER  -  SECOND    CLASS 0
 SL0479
 SL0479.The horizontal coordinates were scaled from a topographic map and have
 SL0479.an estimated accuracy of +/- 6 seconds.
 SL0479
 SL0479.The orthometric height was determined by differential leveling
 SL0479.and adjusted by the National Geodetic Survey in June 1991..
 SL0479
 SL0479.The geoid height was determined by GEOID03.
 SL0479
 SL0479.The dynamic height is computed by dividing the NAVD 88
 SL0479.geopotential number by the normal gravity value computed on the
 SL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0479.degrees latitude (g = 980.6199 gals.).
 SL0479
 SL0479.The modeled gravity was interpolated from observed gravity values.
 SL0479
 SL0479;                    North         East    Units  Estimated Accuracy
 SL0479;SPC ND N     -    33,460.      848,360.      MT  (+/- 180 meters Scaled)
 SL0479
 SL0479                          SUPERSEDED SURVEY CONTROL
 SL0479
 SL0479  NGVD 29 (??/??/92)  289.954  (m)          951.29   (f) ADJ UNCH    2 0
 SL0479
 SL0479.Superseded values are not recommended for survey control.
 SL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0479.See file dsdata.txt to determine how the superseded data were derived.
 SL0479
 SL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT348348(NAD 83)
 SL0479_MARKER: DB = BENCH MARK DISK
 SL0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0479_STAMPING: N-50 -- 1934
 SL0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0479+STABILITY: SURFACE MOTION
 SL0479
 SL0479  HISTORY     - Date     Condition        Report By
 SL0479  HISTORY     - 1934     MONUMENTED       CGS
 SL0479
 SL0479                          STATION DESCRIPTION
 SL0479
 SL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0479'4.3 MI N FROM HUNTER.
 SL0479'4.3 MILES NORTH OF THE RAILWAY STATION AT HUNTER.  1 1/2 MILE SOUTH OF
 SL0479'THE STATION AT GREENFIELD.  0.3 OF MILE NORTH OF MILE POST NO. 79.
 SL0479'37.2 FT. EAST OF EAST RAIL OF TRACK.  33 FT. NORTH OF A GRADED COUNTY
 SL0479'ROAD THAT CROSSES TRACK.  5 1/2 FT. NORTH OF A TELEGRAPH POLE.
 SL0479'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0735 ***********************************************************************
 RR0735  DESIGNATION -  N 501
 RR0735  PID         -  RR0735
 RR0735  STATE/COUNTY-  ND/GRANT
 RR0735  USGS QUAD   -  OTTER CREEK WEST (1980)
 RR0735
 RR0735                         *CURRENT SURVEY CONTROL
 RR0735  ___________________________________________________________________
 RR0735* NAD 83(1986)-  46 37 24.     (N)    101 22 59.     (W)     SCALED    
 RR0735* NAVD 88     -       565.980  (meters)    1856.89   (feet)  ADJUSTED  
 RR0735  ___________________________________________________________________
 RR0735  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 RR0735  DYNAMIC HT  -         565.974 (meters)    1856.87  (feet)  COMP
 RR0735  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 RR0735
 RR0735  VERT ORDER  -  FIRST     CLASS II
 RR0735
 RR0735.The horizontal coordinates were scaled from a topographic map and have
 RR0735.an estimated accuracy of +/- 6 seconds.
 RR0735
 RR0735.The orthometric height was determined by differential leveling
 RR0735.and adjusted by the National Geodetic Survey in June 1991..
 RR0735
 RR0735.The geoid height was determined by GEOID03.
 RR0735
 RR0735.The dynamic height is computed by dividing the NAVD 88
 RR0735.geopotential number by the normal gravity value computed on the
 RR0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0735.degrees latitude (g = 980.6199 gals.).
 RR0735
 RR0735.The modeled gravity was interpolated from observed gravity values.
 RR0735
 RR0735;                    North         East    Units  Estimated Accuracy
 RR0735;SPC ND S     -   106,720.      532,370.      MT  (+/- 180 meters Scaled)
 RR0735
 RR0735                          SUPERSEDED SURVEY CONTROL
 RR0735
 RR0735.No superseded survey control is available for this station.
 RR0735
 RR0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS175660(NAD 83)
 RR0735_MARKER: I = METAL ROD
 RR0735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0735_SP_SET: STAINLESS STEEL ROD
 RR0735_STAMPING: N 501 1985
 RR0735_MARK LOGO: NGS   
 RR0735_PROJECTION: FLUSH
 RR0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0735_ROD/PIPE-DEPTH: 19.5 meters
 RR0735
 RR0735  HISTORY     - Date     Condition        Report By
 RR0735  HISTORY     - 1985     MONUMENTED       NGS
 RR0735
 RR0735                          STATION DESCRIPTION
 RR0735
 RR0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0735'28.4 KM (17.65 MI) SOUTH FROM NEW SALEM.
 RR0735'24.5 KM (15.2 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0735'COUNTY ROAD 139 AT NEW SALEM, THENCE 3.9 KM (2.4 MI) SOUTH ALONG A
 RR0735'GRAVEL ROAD, AT THE NORTHEAST CORNER OF A SMALL CORRAL AND CATTLE
 RR0735'GUARD, 9.8 METERS (32 FT) WEST OF THE CENTER OF THE ROAD, 10.4 METERS
 RR0735'(34 FT) SOUTH-SOUTHEAST OF THE CENTER OF A WIRE GATE AND 0.3 METER
 RR0735'(1 FT) EAST-NORTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 RR0735'THROUGH A 5-INCH LOGO CAP.
 RR0735'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RR0735'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0759 ***********************************************************************
 RR0759  DESIGNATION -  N 502
 RR0759  PID         -  RR0759
 RR0759  STATE/COUNTY-  ND/GRANT
 RR0759  USGS QUAD   -  LOOKOUT BUTTE SE (1971)
 RR0759
 RR0759                         *CURRENT SURVEY CONTROL
 RR0759  ___________________________________________________________________
 RR0759* NAD 83(1986)-  46 07 06.     (N)    101 19 55.     (W)     SCALED    
 RR0759* NAVD 88     -       593.033  (meters)    1945.64   (feet)  ADJUSTED  
 RR0759  ___________________________________________________________________
 RR0759  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RR0759  DYNAMIC HT  -         592.998 (meters)    1945.53  (feet)  COMP
 RR0759  MODELED GRAV-     980,537.4   (mgal)                       NAVD 88
 RR0759
 RR0759  VERT ORDER  -  FIRST     CLASS II
 RR0759
 RR0759.The horizontal coordinates were scaled from a topographic map and have
 RR0759.an estimated accuracy of +/- 6 seconds.
 RR0759
 RR0759.The orthometric height was determined by differential leveling
 RR0759.and adjusted by the National Geodetic Survey in June 1991..
 RR0759
 RR0759.The geoid height was determined by GEOID03.
 RR0759
 RR0759.The dynamic height is computed by dividing the NAVD 88
 RR0759.geopotential number by the normal gravity value computed on the
 RR0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0759.degrees latitude (g = 980.6199 gals.).
 RR0759
 RR0759.The modeled gravity was interpolated from observed gravity values.
 RR0759
 RR0759;                    North         East    Units  Estimated Accuracy
 RR0759;SPC ND S     -    50,550.      535,690.      MT  (+/- 180 meters Scaled)
 RR0759
 RR0759                          SUPERSEDED SURVEY CONTROL
 RR0759
 RR0759.No superseded survey control is available for this station.
 RR0759
 RR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS198098(NAD 83)
 RR0759_MARKER: I = METAL ROD
 RR0759_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0759_SP_SET: STAINLESS STEEL ROD
 RR0759_STAMPING: N 502 1985
 RR0759_MARK LOGO: NGS   
 RR0759_PROJECTION: FLUSH
 RR0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0759_ROD/PIPE-DEPTH: 23.2 meters
 RR0759
 RR0759  HISTORY     - Date     Condition        Report By
 RR0759  HISTORY     - 1985     MONUMENTED       NGS
 RR0759
 RR0759                          STATION DESCRIPTION
 RR0759
 RR0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0759'27.7 KM (17.2 MI) SOUTH FROM RALEIGH.
 RR0759'27.7 KM (17.2 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0759'STREET AT RALEIGH, AT A POWER LINE CROSSING AND NEAR A CATTLE GUARD
 RR0759'AND A ROAD LEADING EAST, 30.5 METERS (100 FT) EAST OF THE HIGHWAY
 RR0759'CENTERLINE, 20.7 METERS (68 FT) NORTH OF A FENCE CORNER, 32.6 METERS
 RR0759'(107 FT) NORTH OF THE CENTER OF THE CATTLE GUARD AND THE ROAD AND
 RR0759'6.1 METERS (20 FT) NORTH OF A POLWER POLE.  NOTE--ACCESS TO DATUM
 RR0759'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RR0759'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 RR0759'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1190 ***********************************************************************
 RP1190  DESIGNATION -  N 504
 RP1190  PID         -  RP1190
 RP1190  STATE/COUNTY-  ND/RICHLAND
 RP1190  USGS QUAD   -  SONORA (1972)
 RP1190
 RP1190                         *CURRENT SURVEY CONTROL
 RP1190  ___________________________________________________________________
 RP1190* NAD 83(1986)-  46 03 04.     (N)    096 39 30.     (W)     SCALED    
 RP1190* NAVD 88     -       300.905  (meters)     987.22   (feet)  ADJUSTED  
 RP1190  ___________________________________________________________________
 RP1190  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 RP1190  DYNAMIC HT  -         300.906 (meters)     987.22  (feet)  COMP
 RP1190  MODELED GRAV-     980,611.1   (mgal)                       NAVD 88
 RP1190
 RP1190  VERT ORDER  -  FIRST     CLASS II
 RP1190
 RP1190.The horizontal coordinates were scaled from a topographic map and have
 RP1190.an estimated accuracy of +/- 6 seconds.
 RP1190
 RP1190.The orthometric height was determined by differential leveling
 RP1190.and adjusted by the National Geodetic Survey in June 1991..
 RP1190
 RP1190.The geoid height was determined by GEOID03.
 RP1190
 RP1190.The dynamic height is computed by dividing the NAVD 88
 RP1190.geopotential number by the normal gravity value computed on the
 RP1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1190.degrees latitude (g = 980.6199 gals.).
 RP1190
 RP1190.The modeled gravity was interpolated from observed gravity values.
 RP1190
 RP1190;                    North         East    Units  Estimated Accuracy
 RP1190;SPC ND S     -    50,000.      897,200.      MT  (+/- 180 meters Scaled)
 RP1190
 RP1190                          SUPERSEDED SURVEY CONTROL
 RP1190
 RP1190.No superseded survey control is available for this station.
 RP1190
 RP1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS811023(NAD 83)
 RP1190_MARKER: I = METAL ROD
 RP1190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1190_SP_SET: STAINLESS STEEL ROD
 RP1190_STAMPING: N 504 1990
 RP1190_MARK LOGO: NGS   
 RP1190_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1190_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1190+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1190_ROD/PIPE-DEPTH: 11.5 meters
 RP1190
 RP1190  HISTORY     - Date     Condition        Report By
 RP1190  HISTORY     - 1990     MONUMENTED       NGS
 RP1190
 RP1190                          STATION DESCRIPTION
 RP1190
 RP1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1190'3.2 KM (2.0 MI) WESTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1190'STATE HIGHWAY 127 IN FAIRMOUNT, 27.6 M (90.6 FT) SOUTH OF THE HIGHWAY
 RP1190'CENTERLINE, 9.9 M (32.5 FT) EAST OF THE CENTER OF A COUNTY ROAD, 4.2
 RP1190'M (13.8 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 4.0 M (13.1 FT)
 RP1190'EAST OF THE NORTH END OF AN 18-INCH CULVERT, 1.2 M (3.9 FT) SOUTH OF
 RP1190'A UTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0
 RP1190'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 RP1190'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1151 ***********************************************************************
 RP1151  DESIGNATION -  N 506
 RP1151  PID         -  RP1151
 RP1151  STATE/COUNTY-  ND/CASS
 RP1151  USGS QUAD   -  HICKSON (1979)
 RP1151
 RP1151                         *CURRENT SURVEY CONTROL
 RP1151  ___________________________________________________________________
 RP1151* NAD 83(1986)-  46 39 33.     (N)    096 49 14.     (W)     SCALED    
 RP1151* NAVD 88     -       279.338  (meters)     916.46   (feet)  ADJUSTED  
 RP1151  ___________________________________________________________________
 RP1151  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP1151  DYNAMIC HT  -         279.359 (meters)     916.53  (feet)  COMP
 RP1151  MODELED GRAV-     980,680.9   (mgal)                       NAVD 88
 RP1151
 RP1151  VERT ORDER  -  FIRST     CLASS II
 RP1151
 RP1151.The horizontal coordinates were scaled from a topographic map and have
 RP1151.an estimated accuracy of +/- 6 seconds.
 RP1151
 RP1151.The orthometric height was determined by differential leveling
 RP1151.and adjusted by the National Geodetic Survey in June 1991..
 RP1151
 RP1151.The geoid height was determined by GEOID03.
 RP1151
 RP1151.The dynamic height is computed by dividing the NAVD 88
 RP1151.geopotential number by the normal gravity value computed on the
 RP1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1151.degrees latitude (g = 980.6199 gals.).
 RP1151
 RP1151.The modeled gravity was interpolated from observed gravity values.
 RP1151
 RP1151;                    North         East    Units  Estimated Accuracy
 RP1151;SPC ND S     -   116,920.      881,500.      MT  (+/- 180 meters Scaled)
 RP1151
 RP1151                          SUPERSEDED SURVEY CONTROL
 RP1151
 RP1151.No superseded survey control is available for this station.
 RP1151
 RP1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS667695(NAD 83)
 RP1151_MARKER: F = FLANGE-ENCASED ROD
 RP1151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1151_SP_SET: STAINLESS STEEL ROD
 RP1151_STAMPING: N 506 1990
 RP1151_MARK LOGO: NGS   
 RP1151_PROJECTION: PROJECTING 2 CENTIMETERS
 RP1151_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1151+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 RP1151_ROD/PIPE-DEPTH: 8.4  meters
 RP1151
 RP1151  HISTORY     - Date     Condition        Report By
 RP1151  HISTORY     - 1990     MONUMENTED       NGS
 RP1151  HISTORY     - 19950619 GOOD             MNDT
 RP1151
 RP1151                          STATION DESCRIPTION
 RP1151
 RP1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1151'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1151'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1151'THENCE 16.6 KM (10.3 MI) SOUTHERLY ALONG COUNTY ROAD 81, 25.3 M (83.0
 RP1151'FT) EAST OF THE ROAD CENTERLINE, 22.7 M (74.5 FT) NORTH OF THE
 RP1151'CENTERLINE OF COUNTY ROAD 18, 5.1 M (16.7 FT) WEST OF A US SPRINT
 RP1151'LINE MARKER NUMBER ND 01 0030, 0.8 M (2.6 FT) EAST OF THE MOST
 RP1151'EASTERLY OF 2 LEGS OF A SIGN (HICKSON LUTHERAN CHURCH), 0.3 M (1.0
 RP1151'FT) BELOW THE LEVEL OF COUNTY ROAD 81, AND 0.2 M (0.7 FT) WEST OF A
 RP1151'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RP1151'LOGO CAP.
 RP1151
 RP1151                          STATION RECOVERY (1995)
 RP1151
 RP1151'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RP1151'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0846 ***********************************************************************
 SL0846  DESIGNATION -  N 51
 SL0846  PID         -  SL0846
 SL0846  STATE/COUNTY-  ND/GRAND FORKS
 SL0846  USGS QUAD   -  KEMPTON (1963)
 SL0846
 SL0846                         *CURRENT SURVEY CONTROL
 SL0846  ___________________________________________________________________
 SL0846* NAD 83(1986)-  47 48 59.     (N)    097 36 49.     (W)     SCALED    
 SL0846* NAVD 88     -       343.050  (meters)    1125.49   (feet)  ADJUSTED  
 SL0846  ___________________________________________________________________
 SL0846  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 SL0846  DYNAMIC HT  -         343.103 (meters)    1125.66  (feet)  COMP
 SL0846  MODELED GRAV-     980,758.3   (mgal)                       NAVD 88
 SL0846
 SL0846  VERT ORDER  -  SECOND    CLASS 0
 SL0846
 SL0846.The horizontal coordinates were scaled from a topographic map and have
 SL0846.an estimated accuracy of +/- 6 seconds.
 SL0846
 SL0846.The orthometric height was determined by differential leveling
 SL0846.and adjusted by the National Geodetic Survey in June 1991..
 SL0846
 SL0846.The geoid height was determined by GEOID03.
 SL0846
 SL0846.The dynamic height is computed by dividing the NAVD 88
 SL0846.geopotential number by the normal gravity value computed on the
 SL0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0846.degrees latitude (g = 980.6199 gals.).
 SL0846
 SL0846.The modeled gravity was interpolated from observed gravity values.
 SL0846
 SL0846;                    North         East    Units  Estimated Accuracy
 SL0846;SPC ND N     -    94,820.      816,100.      MT  (+/- 180 meters Scaled)
 SL0846
 SL0846                          SUPERSEDED SURVEY CONTROL
 SL0846
 SL0846  NGVD 29 (??/??/92)  342.681  (m)         1124.28   (f) ADJ UNCH    2 0
 SL0846
 SL0846.Superseded values are not recommended for survey control.
 SL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0846.See file dsdata.txt to determine how the superseded data were derived.
 SL0846
 SL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT037968(NAD 83)
 SL0846_MARKER: DB = BENCH MARK DISK
 SL0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0846_STAMPING: N 51 1934
 SL0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0846+STABILITY: SURFACE MOTION
 SL0846
 SL0846  HISTORY     - Date     Condition        Report By
 SL0846  HISTORY     - 1934     MONUMENTED       CGS
 SL0846  HISTORY     - 1963     GOOD             NGS
 SL0846
 SL0846                          STATION DESCRIPTION
 SL0846
 SL0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0846'0.15 MI S FROM KEMPTON.
 SL0846'ABOUT 0.15 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0846'STATION AT KEMPTON, IN SECTION 18, T 150 N, R 54 W, 44 FEET WEST OF
 SL0846'THE WEST RAIL OF THE MAIN TRACK, 46 FEET SOUTH OF THE CENTER LINE OF
 SL0846'THE ROAD, 56 FEET SOUTHWEST OF THE CENTER OF A CROSSING, 5 FEET
 SL0846'SOUTHWEST OF A TELEPHONE POLE, 1.1 FEET WEST OF A METAL WITNESS POST,
 SL0846'ABOUT LEVEL WITH THE RAIL AND SET IN THE TOP OF A CONCRETE POST
 SL0846'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0562 ***********************************************************************
 SL0562  DESIGNATION -  N 52 RESET
 SL0562  PID         -  SL0562
 SL0562  STATE/COUNTY-  ND/STEELE
 SL0562  USGS QUAD   -  LUVERNE NW (1967)
 SL0562
 SL0562                         *CURRENT SURVEY CONTROL
 SL0562  ___________________________________________________________________
 SL0562* NAD 83(1986)-  47 26 29.     (N)    097 52 44.     (W)     SCALED    
 SL0562* NAVD 88     -       461.957  (meters)    1515.60   (feet)  ADJUSTED  
 SL0562  ___________________________________________________________________
 SL0562  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0562  DYNAMIC HT  -         462.003 (meters)    1515.75  (feet)  COMP
 SL0562  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SL0562
 SL0562  VERT ORDER  -  SECOND    CLASS 0
 SL0562
 SL0562.The horizontal coordinates were scaled from a topographic map and have
 SL0562.an estimated accuracy of +/- 6 seconds.
 SL0562
 SL0562.The orthometric height was determined by differential leveling
 SL0562.and adjusted by the National Geodetic Survey in June 1991..
 SL0562
 SL0562.The geoid height was determined by GEOID03.
 SL0562
 SL0562.The dynamic height is computed by dividing the NAVD 88
 SL0562.geopotential number by the normal gravity value computed on the
 SL0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0562.degrees latitude (g = 980.6199 gals.).
 SL0562
 SL0562.The modeled gravity was interpolated from observed gravity values.
 SL0562
 SL0562;                    North         East    Units  Estimated Accuracy
 SL0562;SPC ND N     -    52,440.      797,670.      MT  (+/- 180 meters Scaled)
 SL0562
 SL0562                          SUPERSEDED SURVEY CONTROL
 SL0562
 SL0562  NGVD 29 (??/??/92)  461.591  (m)         1514.40   (f) ADJ UNCH    2 0
 SL0562
 SL0562.Superseded values are not recommended for survey control.
 SL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0562.See file dsdata.txt to determine how the superseded data were derived.
 SL0562
 SL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT845548(NAD 83)
 SL0562_MARKER: DB = BENCH MARK DISK
 SL0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0562_STAMPING: N 52 RESET 1942
 SL0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0562+STABILITY: SURFACE MOTION
 SL0562
 SL0562  HISTORY     - Date     Condition        Report By
 SL0562  HISTORY     - 1942     MONUMENTED       CGS
 SL0562  HISTORY     - 1963     GOOD             NGS
 SL0562  HISTORY     - 1968     GOOD             DOD
 SL0562
 SL0562                          STATION DESCRIPTION
 SL0562
 SL0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0562'3.2 MI W FROM PICKERT.
 SL0562'1.2 MILES WEST ALONG A PAVED ROAD FROM THE GRAIN ELEVATOR AT PICKERT,
 SL0562'THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 7, IN SECTION 26, T 146 N, R
 SL0562'57 W, AT A ROAD INTERSECTION, 91 FEET SOUTH OF THE CENTER LINE OF THE
 SL0562'HIGHWAY, 44 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 11 1/2
 SL0562'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 0.7 FOOT NORTH OF A METAL
 SL0562'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 SL0562'THE TOP OF A CONCRETE POST PROJECTING 16 INCHES.
 SL0562
 SL0562                          STATION RECOVERY (1968)
 SL0562
 SL0562'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0374 ***********************************************************************
 SM0374  DESIGNATION -  N 53
 SM0374  PID         -  SM0374
 SM0374  STATE/COUNTY-  ND/GRIGGS
 SM0374  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0374
 SM0374                         *CURRENT SURVEY CONTROL
 SM0374  ___________________________________________________________________
 SM0374* NAD 83(1986)-  47 23 23.     (N)    098 07 55.     (W)     SCALED    
 SM0374* NAVD 88     -       434.932  (meters)    1426.94   (feet)  ADJUSTED  
 SM0374  ___________________________________________________________________
 SM0374  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 SM0374  DYNAMIC HT  -         434.975 (meters)    1427.08  (feet)  COMP
 SM0374  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 SM0374
 SM0374  VERT ORDER  -  SECOND    CLASS 0
 SM0374
 SM0374.The horizontal coordinates were scaled from a topographic map and have
 SM0374.an estimated accuracy of +/- 6 seconds.
 SM0374
 SM0374.The orthometric height was determined by differential leveling
 SM0374.and adjusted by the National Geodetic Survey in June 1991..
 SM0374
 SM0374.The geoid height was determined by GEOID03.
 SM0374
 SM0374.The dynamic height is computed by dividing the NAVD 88
 SM0374.geopotential number by the normal gravity value computed on the
 SM0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0374.degrees latitude (g = 980.6199 gals.).
 SM0374
 SM0374.The modeled gravity was interpolated from observed gravity values.
 SM0374
 SM0374;                    North         East    Units  Estimated Accuracy
 SM0374;SPC ND N     -    46,080.      778,760.      MT  (+/- 180 meters Scaled)
 SM0374
 SM0374                          SUPERSEDED SURVEY CONTROL
 SM0374
 SM0374  NGVD 29 (??/??/92)  434.575  (m)         1425.77   (f) ADJ UNCH    2 0
 SM0374
 SM0374.Superseded values are not recommended for survey control.
 SM0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0374.See file dsdata.txt to determine how the superseded data were derived.
 SM0374
 SM0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT655488(NAD 83)
 SM0374_MARKER: DB = BENCH MARK DISK
 SM0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0374_STAMPING: N 53 1934
 SM0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0374+STABILITY: SURFACE MOTION
 SM0374
 SM0374  HISTORY     - Date     Condition        Report By
 SM0374  HISTORY     - 1934     MONUMENTED       CGS
 SM0374  HISTORY     - 1964     GOOD             NGS
 SM0374
 SM0374                          STATION DESCRIPTION
 SM0374
 SM0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SM0374'3.8 MI S FROM COOPERSTOWN.
 SM0374'ABOUT 3.8 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0374'STATION AT COOPERSTOWN, IN SECTION 12, T 145 N, R 59 W, AT SHEPARD, AT
 SM0374'A ROAD CROSSING, ABOUT 100 YARDS SOUTHWEST OF A SWITCH STAND, ABOUT
 SM0374'100 YARDS NORTH OF A GRAIN ELEVATOR, AT THE NORTHEAST END OF A
 SM0374'SIDETRACK, 41 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 SM0374'36 FEET NORTH OF THE CENTER LINE OF A ROAD, 18 FEET SOUTH OF A
 SM0374'TELEPHONE POLE, 6 FEET SOUTHEAST OF A FENCE, 0.8 FOOT NORTHEAST OF A
 SM0374'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 SM0374'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0355 ***********************************************************************
 TE0355  DESIGNATION -  N 55
 TE0355  PID         -  TE0355
 TE0355  STATE/COUNTY-  ND/RAMSEY
 TE0355  USGS QUAD   -  LAWTON (1972)
 TE0355
 TE0355                         *CURRENT SURVEY CONTROL
 TE0355  ___________________________________________________________________
 TE0355* NAD 83(1986)-  48 18 11.     (N)    098 22 09.     (W)     SCALED    
 TE0355* NAVD 88     -       462.214  (meters)    1516.45   (feet)  ADJUSTED  
 TE0355  ___________________________________________________________________
 TE0355  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0355  DYNAMIC HT  -         462.304 (meters)    1516.74  (feet)  COMP
 TE0355  MODELED GRAV-     980,790.9   (mgal)                       NAVD 88
 TE0355
 TE0355  VERT ORDER  -  SECOND    CLASS 0
 TE0355
 TE0355.The horizontal coordinates were scaled from a topographic map and have
 TE0355.an estimated accuracy of +/- 6 seconds.
 TE0355
 TE0355.The orthometric height was determined by differential leveling
 TE0355.and adjusted by the National Geodetic Survey in June 1991..
 TE0355
 TE0355.The geoid height was determined by GEOID03.
 TE0355
 TE0355.The dynamic height is computed by dividing the NAVD 88
 TE0355.geopotential number by the normal gravity value computed on the
 TE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0355.degrees latitude (g = 980.6199 gals.).
 TE0355
 TE0355.The modeled gravity was interpolated from observed gravity values.
 TE0355
 TE0355;                    North         East    Units  Estimated Accuracy
 TE0355;SPC ND N     -   147,060.      758,050.      MT  (+/- 180 meters Scaled)
 TE0355
 TE0355                          SUPERSEDED SURVEY CONTROL
 TE0355
 TE0355  NGVD 29 (??/??/92)  461.86   (m)         1515.3    (f) COMPUTED    2 0
 TE0355
 TE0355.Superseded values are not recommended for survey control.
 TE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0355.See file dsdata.txt to determine how the superseded data were derived.
 TE0355
 TE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU467501(NAD 83)
 TE0355_MARKER: DB = BENCH MARK DISK
 TE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0355_STAMPING: N 55 1934
 TE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0355+STABILITY: SURFACE MOTION
 TE0355
 TE0355  HISTORY     - Date     Condition        Report By
 TE0355  HISTORY     - 1934     MONUMENTED       CGS
 TE0355  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0355
 TE0355                          STATION DESCRIPTION
 TE0355
 TE0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0355'IN LAWTON.
 TE0355'AT LAWTON, RAMSEY COUNTY, 65 FEET NORTH OF THE NORTHEAST CORNER OF THE
 TE0355'GREAT NORTHERN RAILWAY STATION, 110 FEET WEST OF THE CENTERLINE OF
 TE0355'STATE HIGHWAY 1, AND 26.4 FEET EAST OF THE EAST RAIL.  A STANDARD
 TE0355'DISK, STAMPED N 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0355'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0951 ***********************************************************************
 TE0951  DESIGNATION -  N 56
 TE0951  PID         -  TE0951
 TE0951  STATE/COUNTY-  ND/CAVALIER
 TE0951  USGS QUAD   -  MUNICH (1970)
 TE0951
 TE0951                         *CURRENT SURVEY CONTROL
 TE0951  ___________________________________________________________________
 TE0951* NAD 83(1986)-  48 43 56.     (N)    098 52 21.     (W)     SCALED    
 TE0951* NAVD 88     -       490.126  (meters)    1608.02   (feet)  ADJUSTED  
 TE0951  ___________________________________________________________________
 TE0951  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 TE0951  DYNAMIC HT  -         490.232 (meters)    1608.37  (feet)  COMP
 TE0951  MODELED GRAV-     980,810.7   (mgal)                       NAVD 88
 TE0951
 TE0951  VERT ORDER  -  SECOND    CLASS 0
 TE0951
 TE0951.The horizontal coordinates were scaled from a topographic map and have
 TE0951.an estimated accuracy of +/- 6 seconds.
 TE0951
 TE0951.The orthometric height was determined by differential leveling
 TE0951.and adjusted by the National Geodetic Survey in June 1991..
 TE0951
 TE0951.The geoid height was determined by GEOID03.
 TE0951
 TE0951.The dynamic height is computed by dividing the NAVD 88
 TE0951.geopotential number by the normal gravity value computed on the
 TE0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0951.degrees latitude (g = 980.6199 gals.).
 TE0951
 TE0951.The modeled gravity was interpolated from observed gravity values.
 TE0951
 TE0951;                    North         East    Units  Estimated Accuracy
 TE0951;SPC ND N     -   193,860.      719,720.      MT  (+/- 180 meters Scaled)
 TE0951
 TE0951                          SUPERSEDED SURVEY CONTROL
 TE0951
 TE0951  NGVD 29 (??/??/92)  489.717  (m)         1606.68   (f) ADJ UNCH    2 0
 TE0951
 TE0951.Superseded values are not recommended for survey control.
 TE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0951.See file dsdata.txt to determine how the superseded data were derived.
 TE0951
 TE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU093976(NAD 83)
 TE0951_MARKER: DB = BENCH MARK DISK
 TE0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0951_STAMPING: N 56 1934
 TE0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0951+STABILITY: SURFACE MOTION
 TE0951
 TE0951  HISTORY     - Date     Condition        Report By
 TE0951  HISTORY     - 1934     MONUMENTED       CGS
 TE0951
 TE0951                          STATION DESCRIPTION
 TE0951
 TE0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE0951'2.9 MI SE FROM CLYDE.
 TE0951'2.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0951'AT CLYDE, CAVALIER COUNTY, AT A COUNTY-ROAD CROSSING, 42.3 FEET
 TE0951'SOUTHWEST OF THE WEST RAIL, 33 FEET SOUTHEAST OF THE CENTERLINE OF THE
 TE0951'ROAD, AND 4.8 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TE0951'DISK, STAMPED N 56 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0951'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0349 ***********************************************************************
 TD0349  DESIGNATION -  N 57
 TD0349  PID         -  TD0349
 TD0349  STATE/COUNTY-  ND/GRAND FORKS
 TD0349  USGS QUAD   -  MANVEL (1973)
 TD0349
 TD0349                         *CURRENT SURVEY CONTROL
 TD0349  ___________________________________________________________________
 TD0349* NAD 83(1986)-  48 05 12.     (N)    097 11 10.     (W)     SCALED    
 TD0349* NAVD 88     -       251.922  (meters)     826.51   (feet)  ADJUSTED  
 TD0349  ___________________________________________________________________
 TD0349  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 TD0349  DYNAMIC HT  -         251.971 (meters)     826.67  (feet)  COMP
 TD0349  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 TD0349
 TD0349  VERT ORDER  -  SECOND    CLASS 0
 TD0349
 TD0349.The horizontal coordinates were scaled from a topographic map and have
 TD0349.an estimated accuracy of +/- 6 seconds.
 TD0349
 TD0349.The orthometric height was determined by differential leveling
 TD0349.and adjusted by the National Geodetic Survey in June 1991..
 TD0349
 TD0349.The geoid height was determined by GEOID03.
 TD0349
 TD0349.The dynamic height is computed by dividing the NAVD 88
 TD0349.geopotential number by the normal gravity value computed on the
 TD0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0349.degrees latitude (g = 980.6199 gals.).
 TD0349
 TD0349.The modeled gravity was interpolated from observed gravity values.
 TD0349
 TD0349;                    North         East    Units  Estimated Accuracy
 TD0349;SPC ND N     -   126,130.      846,790.      MT  (+/- 180 meters Scaled)
 TD0349
 TD0349                          SUPERSEDED SURVEY CONTROL
 TD0349
 TD0349  NGVD 29 (??/??/92)  251.59   (m)          825.4    (f) COMPUTED    2 0
 TD0349
 TD0349.Superseded values are not recommended for survey control.
 TD0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0349.See file dsdata.txt to determine how the superseded data were derived.
 TD0349
 TD0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU350275(NAD 83)
 TD0349_MARKER: DB = BENCH MARK DISK
 TD0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0349_SP_SET: BRIDGE
 TD0349_STAMPING: N-57 -- 1934
 TD0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0349
 TD0349  HISTORY     - Date     Condition        Report By
 TD0349  HISTORY     - 1934     MONUMENTED       CGS
 TD0349  HISTORY     - 1968     GOOD             USAF
 TD0349
 TD0349                          STATION DESCRIPTION
 TD0349
 TD0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0349'1 MI N FROM MANVEL.
 TD0349'1 MILE NORTH OF THE GREAT NORTHERN RWY. STATION AT MANVEL.  0.4 OF
 TD0349'MILE NORTH OF MILE POST NO. 13.  100 FT. WEST OF ENTRANCE TO CEMETERY.
 TD0349'STANDARD TABLET SET FLUSH IN TOP OF NORTH HEADWALL OF A STEEL BRIDGE
 TD0349'OVER TURTLE CREEK.
 TD0349
 TD0349                          STATION RECOVERY (1968)
 TD0349
 TD0349'RECOVERY NOTE BY US AIR FORCE 1968
 TD0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0283 ***********************************************************************
 TD0283  DESIGNATION -  N 58
 TD0283  PID         -  TD0283
 TD0283  STATE/COUNTY-  ND/WALSH
 TD0283  USGS QUAD   -  DRAYTON (1979)
 TD0283
 TD0283                         *CURRENT SURVEY CONTROL
 TD0283  ___________________________________________________________________
 TD0283* NAD 83(1986)-  48 31 47.     (N)    097 11 24.     (W)     SCALED    
 TD0283* NAVD 88     -       244.880  (meters)     803.41   (feet)  ADJUSTED  
 TD0283  ___________________________________________________________________
 TD0283  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 TD0283  DYNAMIC HT  -         244.941 (meters)     803.61  (feet)  COMP
 TD0283  MODELED GRAV-     980,855.8   (mgal)                       NAVD 88
 TD0283
 TD0283  VERT ORDER  -  SECOND    CLASS 0
 TD0283
 TD0283.The horizontal coordinates were scaled from a topographic map and have
 TD0283.an estimated accuracy of +/- 6 seconds.
 TD0283
 TD0283.The orthometric height was determined by differential leveling
 TD0283.and adjusted by the National Geodetic Survey in June 1991..
 TD0283
 TD0283.The geoid height was determined by GEOID03.
 TD0283
 TD0283.The dynamic height is computed by dividing the NAVD 88
 TD0283.geopotential number by the normal gravity value computed on the
 TD0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0283.degrees latitude (g = 980.6199 gals.).
 TD0283
 TD0283.The modeled gravity was interpolated from observed gravity values.
 TD0283
 TD0283;                    North         East    Units  Estimated Accuracy
 TD0283;SPC ND N     -   175,330.      844,390.      MT  (+/- 180 meters Scaled)
 TD0283
 TD0283                          SUPERSEDED SURVEY CONTROL
 TD0283
 TD0283  NGVD 29 (??/??/92)  244.522  (m)          802.24   (f) ADJ UNCH    2 0
 TD0283
 TD0283.Superseded values are not recommended for survey control.
 TD0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0283.See file dsdata.txt to determine how the superseded data were derived.
 TD0283
 TD0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU336767(NAD 83)
 TD0283_MARKER: DB = BENCH MARK DISK
 TD0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0283_STAMPING: N-58--1934
 TD0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0283+STABILITY: SURFACE MOTION
 TD0283
 TD0283  HISTORY     - Date     Condition        Report By
 TD0283  HISTORY     - 1934     MONUMENTED       CGS
 TD0283  HISTORY     - 1968     GOOD             NDHD
 TD0283
 TD0283                          STATION DESCRIPTION
 TD0283
 TD0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0283'2.5 MI SW FROM DRAYTON.
 TD0283'2.5 MILES SOUTHWEST OF THE N.P.R. STATION AT DRAYTON.  125 YDS.
 TD0283'NORTHEAST OF MILE POST 158.  45 YDS. NORTHWEST OF CENTERLINE OF STATE
 TD0283'HY. NO. 44 AT POINT WHERE IT MAKES A 90 DEG TO THE SOUTH.  58 FT. EAST
 TD0283'OF CENTERLINE OF SECTION ROAD THAT CROSSES TRACK.  47.8 FT. NORTHWEST
 TD0283'OF WEST RAIL OF TRACK.  24 FT. NORTHEAST OF CORNER OF R/W FENCE. 1.5
 TD0283'FT. SOUTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 TD0283'POST 6 IN. HIGH.
 TD0283
 TD0283                          STATION RECOVERY (1968)
 TD0283
 TD0283'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1968
 TD0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0373 ***********************************************************************
 TD0373  DESIGNATION -  N 59
 TD0373  PID         -  TD0373
 TD0373  STATE/COUNTY-  ND/WALSH
 TD0373  USGS QUAD   -  NASH (1963)
 TD0373
 TD0373                         *CURRENT SURVEY CONTROL
 TD0373  ___________________________________________________________________
 TD0373* NAD 83(1986)-  48 24 46.     (N)    097 37 22.     (W)     SCALED    
 TD0373* NAVD 88     -       273.870  (meters)     898.52   (feet)  ADJUSTED  
 TD0373  ___________________________________________________________________
 TD0373  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 TD0373  DYNAMIC HT  -         273.935 (meters)     898.74  (feet)  COMP
 TD0373  MODELED GRAV-     980,841.1   (mgal)                       NAVD 88
 TD0373
 TD0373  VERT ORDER  -  SECOND    CLASS 0
 TD0373
 TD0373.The horizontal coordinates were scaled from a topographic map and have
 TD0373.an estimated accuracy of +/- 6 seconds.
 TD0373
 TD0373.The orthometric height was determined by differential leveling
 TD0373.and adjusted by the National Geodetic Survey in June 1991..
 TD0373
 TD0373.The geoid height was determined by GEOID03.
 TD0373
 TD0373.The dynamic height is computed by dividing the NAVD 88
 TD0373.geopotential number by the normal gravity value computed on the
 TD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0373.degrees latitude (g = 980.6199 gals.).
 TD0373
 TD0373.The modeled gravity was interpolated from observed gravity values.
 TD0373
 TD0373;                    North         East    Units  Estimated Accuracy
 TD0373;SPC ND N     -   161,060.      812,940.      MT  (+/- 180 meters Scaled)
 TD0373
 TD0373                          SUPERSEDED SURVEY CONTROL
 TD0373
 TD0373  NGVD 29 (??/??/92)  273.540  (m)          897.44   (f) ADJ UNCH    2 0
 TD0373
 TD0373.Superseded values are not recommended for survey control.
 TD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0373.See file dsdata.txt to determine how the superseded data were derived.
 TD0373
 TD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU019630(NAD 83)
 TD0373_MARKER: DB = BENCH MARK DISK
 TD0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0373_STAMPING: N 59 1934
 TD0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0373+STABILITY: SURFACE MOTION
 TD0373
 TD0373  HISTORY     - Date     Condition        Report By
 TD0373  HISTORY     - 1934     MONUMENTED       CGS
 TD0373  HISTORY     - 1964     GOOD             NGS
 TD0373
 TD0373                          STATION DESCRIPTION
 TD0373
 TD0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0373'6.7 MI E FROM PARK RIVER.
 TD0373'ABOUT 6.7 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0373'GREAT NORTHERN RAILWAY AT PARK RIVER, THENCE 0.2 MILE NORTH ALONG
 TD0373'STATE HIGHWAY 18, IN S 20, R 54 W, T 157 N, ABOUT 129 YARDS SOUTH
 TD0373'ALONG A GRAVELED ROAD FROM THE JUNCTION OF THE ROAD AND THE HIGHWAY,
 TD0373'64 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF THE GRAVELED ROAD
 TD0373'AND A PRIVATE DIRT ROAD LEADING WEST, 43 FEET WEST OF THE CENTER LINE
 TD0373'OF THE GRAVELED ROAD, 47 FEET NORTH OF THE CENTER LINE OF THE DIRT
 TD0373'ROAD, 41 FEET NORTHEAST OF POWER POLE NUMBER 169, 18 FEET SOUTHEAST OF
 TD0373'A TELEPHONE POLE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 TD0373'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TD0373'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1481 ***********************************************************************
 TF1481  DESIGNATION -  N 6 B 1
 TF1481  PID         -  TF1481
 TF1481  STATE/COUNTY-  ND/RENVILLE
 TF1481  USGS QUAD   -  GRANO NE (1949)
 TF1481
 TF1481                         *CURRENT SURVEY CONTROL
 TF1481  ___________________________________________________________________
 TF1481* NAD 83(1986)-  48 42 18.     (N)    101 30 52.     (W)     SCALED    
 TF1481* NAVD 88     -       504.372  (meters)    1654.76   (feet)  ADJUSTED  
 TF1481  ___________________________________________________________________
 TF1481  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 TF1481  DYNAMIC HT  -         504.478 (meters)    1655.11  (feet)  COMP
 TF1481  MODELED GRAV-     980,803.5   (mgal)                       NAVD 88
 TF1481
 TF1481  VERT ORDER  -  SECOND    CLASS 0
 TF1481
 TF1481.The horizontal coordinates were scaled from a topographic map and have
 TF1481.an estimated accuracy of +/- 6 seconds.
 TF1481
 TF1481.The orthometric height was determined by differential leveling
 TF1481.and adjusted by the National Geodetic Survey in June 1991..
 TF1481
 TF1481.The geoid height was determined by GEOID03.
 TF1481
 TF1481.The dynamic height is computed by dividing the NAVD 88
 TF1481.geopotential number by the normal gravity value computed on the
 TF1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1481.degrees latitude (g = 980.6199 gals.).
 TF1481
 TF1481.The modeled gravity was interpolated from observed gravity values.
 TF1481
 TF1481;                    North         East    Units  Estimated Accuracy
 TF1481;SPC ND N     -   190,060.      525,340.      MT  (+/- 180 meters Scaled)
 TF1481
 TF1481                          SUPERSEDED SURVEY CONTROL
 TF1481
 TF1481  NGVD 29 (??/??/92)  504.01   (m)         1653.6    (f) COMPUTED    2 0
 TF1481
 TF1481.Superseded values are not recommended for survey control.
 TF1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1481.See file dsdata.txt to determine how the superseded data were derived.
 TF1481
 TF1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU150977(NAD 83)
 TF1481_MARKER: DD = SURVEY DISK
 TF1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1481_SP_SET: CONCRETE CYLINDER
 TF1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1481
 TF1481  HISTORY     - Date     Condition        Report By
 TF1481  HISTORY     - UNK      MONUMENTED       DOD
 TF1481  HISTORY     - 1963     GOOD             NGS
 TF1481
 TF1481                          STATION DESCRIPTION
 TF1481
 TF1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1481'4.55 MI S FROM MOHALL.
 TF1481'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1481'MOHALL, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 0.1 MILES
 TF1481'EAST ALONG COUNTY ROAD 10, 39 YARDS SOUTH OF THE CENTER LINE OF THE
 TF1481'ROAD AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TF1481'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TF1481'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1480 ***********************************************************************
 TF1480  DESIGNATION -  N 6 B 2
 TF1480  PID         -  TF1480
 TF1480  STATE/COUNTY-  ND/RENVILLE
 TF1480  USGS QUAD   -  GRANO NE (1949)
 TF1480
 TF1480                         *CURRENT SURVEY CONTROL
 TF1480  ___________________________________________________________________
 TF1480* NAD 83(1986)-  48 42 05.     (N)    101 30 49.     (W)     SCALED    
 TF1480* NAVD 88     -       504.045  (meters)    1653.69   (feet)  ADJUSTED  
 TF1480  ___________________________________________________________________
 TF1480  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1480  DYNAMIC HT  -         504.150 (meters)    1654.03  (feet)  COMP
 TF1480  MODELED GRAV-     980,803.2   (mgal)                       NAVD 88
 TF1480
 TF1480  VERT ORDER  -  SECOND    CLASS 0
 TF1480
 TF1480.The horizontal coordinates were scaled from a topographic map and have
 TF1480.an estimated accuracy of +/- 6 seconds.
 TF1480
 TF1480.The orthometric height was determined by differential leveling
 TF1480.and adjusted by the National Geodetic Survey in June 1991..
 TF1480
 TF1480.The geoid height was determined by GEOID03.
 TF1480
 TF1480.The dynamic height is computed by dividing the NAVD 88
 TF1480.geopotential number by the normal gravity value computed on the
 TF1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1480.degrees latitude (g = 980.6199 gals.).
 TF1480
 TF1480.The modeled gravity was interpolated from observed gravity values.
 TF1480
 TF1480;                    North         East    Units  Estimated Accuracy
 TF1480;SPC ND N     -   189,660.      525,390.      MT  (+/- 180 meters Scaled)
 TF1480
 TF1480                          SUPERSEDED SURVEY CONTROL
 TF1480
 TF1480  NGVD 29 (??/??/92)  503.68   (m)         1652.5    (f) COMPUTED    2 0
 TF1480
 TF1480.Superseded values are not recommended for survey control.
 TF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1480.See file dsdata.txt to determine how the superseded data were derived.
 TF1480
 TF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU150973(NAD 83)
 TF1480_MARKER: DD = SURVEY DISK
 TF1480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1480_SP_SET: CONCRETE CYLINDER
 TF1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1480
 TF1480  HISTORY     - Date     Condition        Report By
 TF1480  HISTORY     - UNK      MONUMENTED       DOD
 TF1480  HISTORY     - 1963     GOOD             NGS
 TF1480
 TF1480                          STATION DESCRIPTION
 TF1480
 TF1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1480'4.8 MI S FROM MOHALL.
 TF1480'0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT MOHALL,
 TF1480'THENCE 4.25 MILES SOUTH ALONG COUNTY ROAD 9 TO N 6 Z 1963 AZIMUTH ON
 TF1480'THE LEFT, THENCE 0.2 MILES SOUTHEAST ACROSS A FIELD, ABOUT 200 FEET
 TF1480'NORTH OF THE EAST END OF A ROW OF TREES AND THE TOP SURFACE OVER THE
 TF1480'CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF
 TF1480'AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1477 ***********************************************************************
 TF1477  DESIGNATION -  N 6 Z
 TF1477  PID         -  TF1477
 TF1477  STATE/COUNTY-  ND/RENVILLE
 TF1477  USGS QUAD   -  GRANO NE (1949)
 TF1477
 TF1477                         *CURRENT SURVEY CONTROL
 TF1477  ___________________________________________________________________
 TF1477* NAD 83(1986)-  48 42 19.     (N)    101 31 13.     (W)     SCALED    
 TF1477* NAVD 88     -       505.542  (meters)    1658.60   (feet)  ADJUSTED  
 TF1477  ___________________________________________________________________
 TF1477  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1477  DYNAMIC HT  -         505.647 (meters)    1658.94  (feet)  COMP
 TF1477  MODELED GRAV-     980,803.3   (mgal)                       NAVD 88
 TF1477
 TF1477  VERT ORDER  -  SECOND    CLASS 0
 TF1477
 TF1477.The horizontal coordinates were scaled from a topographic map and have
 TF1477.an estimated accuracy of +/- 6 seconds.
 TF1477
 TF1477.The orthometric height was determined by differential leveling
 TF1477.and adjusted by the National Geodetic Survey in June 1991..
 TF1477
 TF1477.The geoid height was determined by GEOID03.
 TF1477
 TF1477.The dynamic height is computed by dividing the NAVD 88
 TF1477.geopotential number by the normal gravity value computed on the
 TF1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1477.degrees latitude (g = 980.6199 gals.).
 TF1477
 TF1477.The modeled gravity was interpolated from observed gravity values.
 TF1477
 TF1477;                    North         East    Units  Estimated Accuracy
 TF1477;SPC ND N     -   190,100.      524,910.      MT  (+/- 180 meters Scaled)
 TF1477
 TF1477                          SUPERSEDED SURVEY CONTROL
 TF1477
 TF1477  NGVD 29 (??/??/92)  505.18   (m)         1657.4    (f) COMPUTED    2 0
 TF1477
 TF1477.Superseded values are not recommended for survey control.
 TF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1477.See file dsdata.txt to determine how the superseded data were derived.
 TF1477
 TF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU145977(NAD 83)
 TF1477_MARKER: DS = TRIANGULATION STATION DISK
 TF1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1477_STAMPING: N 6 Z 1963
 TF1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1477+STABILITY: SURFACE MOTION
 TF1477
 TF1477  HISTORY     - Date     Condition        Report By
 TF1477  HISTORY     - 1963     MONUMENTED       CGS
 TF1477
 TF1477                          STATION DESCRIPTION
 TF1477
 TF1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1477'4.6 MI S FROM MOHALL.
 TF1477'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1477'MOHALL, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 0.15 MILES
 TF1477'WEST ALONG COUNTY ROAD 10, 35 FEET NORTH OF THE CENTER LINE OF THE
 TF1477'ROAD 40.3 FEET WEST OF N6Z R.M. 1, 33.5 FEET EAST OF N6Z R.M. 2, 14
 TF1477'FEET SOUTHEAST OF A CORNER FENCE POST, 3 1/2 FEET SOUTH OF A FENCE,
 TF1477'6.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF1477'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TF1477'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1479 ***********************************************************************
 TF1479  DESIGNATION -  N 6 Z AZ MK
 TF1479  PID         -  TF1479
 TF1479  STATE/COUNTY-  ND/RENVILLE
 TF1479  USGS QUAD   -  GRANO NE (1949)
 TF1479
 TF1479                         *CURRENT SURVEY CONTROL
 TF1479  ___________________________________________________________________
 TF1479* NAD 83(1986)-  48 42 10.     (N)    101 30 58.     (W)     SCALED    
 TF1479* NAVD 88     -       504.695  (meters)    1655.82   (feet)  ADJUSTED  
 TF1479  ___________________________________________________________________
 TF1479  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1479  DYNAMIC HT  -         504.800 (meters)    1656.16  (feet)  COMP
 TF1479  MODELED GRAV-     980,803.2   (mgal)                       NAVD 88
 TF1479
 TF1479  VERT ORDER  -  SECOND    CLASS 0
 TF1479
 TF1479.The horizontal coordinates were scaled from a topographic map and have
 TF1479.an estimated accuracy of +/- 6 seconds.
 TF1479
 TF1479.The orthometric height was determined by differential leveling
 TF1479.and adjusted by the National Geodetic Survey in June 1991..
 TF1479
 TF1479.The geoid height was determined by GEOID03.
 TF1479
 TF1479.The dynamic height is computed by dividing the NAVD 88
 TF1479.geopotential number by the normal gravity value computed on the
 TF1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1479.degrees latitude (g = 980.6199 gals.).
 TF1479
 TF1479.The modeled gravity was interpolated from observed gravity values.
 TF1479
 TF1479;                    North         East    Units  Estimated Accuracy
 TF1479;SPC ND N     -   189,820.      525,210.      MT  (+/- 180 meters Scaled)
 TF1479
 TF1479                          SUPERSEDED SURVEY CONTROL
 TF1479
 TF1479  NGVD 29 (??/??/92)  504.33   (m)         1654.6    (f) COMPUTED    2 0
 TF1479
 TF1479.Superseded values are not recommended for survey control.
 TF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1479.See file dsdata.txt to determine how the superseded data were derived.
 TF1479
 TF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU148974(NAD 83)
 TF1479_MARKER: DZ = AZIMUTH MARK DISK
 TF1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1479_STAMPING: N 6 Z 1963
 TF1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1479+STABILITY: SURFACE MOTION
 TF1479
 TF1479  HISTORY     - Date     Condition        Report By
 TF1479  HISTORY     - 1963     MONUMENTED       CGS
 TF1479
 TF1479                          STATION DESCRIPTION
 TF1479
 TF1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1479'4.6 MI S FROM MOHALL.
 TF1479'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1479'MOHALL, THENCE 4.25 MILES SOUTH ALONG COUNTY ROAD 9, 0.15 MILES SOUTH
 TF1479'OF A ROAD INTERSECTION, 71 FEET EAST OF THE CENTER LINE OF THE ROAD,
 TF1479'0.1 MILES NORTH OF A GROVE OF TREES, 1 FOOT WEST OF A TELEPHONE POLE,
 TF1479'1.5 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 TF1479'CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1478 ***********************************************************************
 TF1478  DESIGNATION -  N 6 Z RM 1
 TF1478  PID         -  TF1478
 TF1478  STATE/COUNTY-  ND/RENVILLE
 TF1478  USGS QUAD   -  GRANO NE (1949)
 TF1478
 TF1478                         *CURRENT SURVEY CONTROL
 TF1478  ___________________________________________________________________
 TF1478* NAD 83(1986)-  48 42 19.     (N)    101 31 13.     (W)     SCALED    
 TF1478* NAVD 88     -       505.974  (meters)    1660.02   (feet)  ADJUSTED  
 TF1478  ___________________________________________________________________
 TF1478  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1478  DYNAMIC HT  -         506.080 (meters)    1660.36  (feet)  COMP
 TF1478  MODELED GRAV-     980,803.3   (mgal)                       NAVD 88
 TF1478
 TF1478  VERT ORDER  -  SECOND    CLASS 0
 TF1478
 TF1478.The horizontal coordinates were scaled from a topographic map and have
 TF1478.an estimated accuracy of +/- 6 seconds.
 TF1478
 TF1478.The orthometric height was determined by differential leveling
 TF1478.and adjusted by the National Geodetic Survey in June 1991..
 TF1478
 TF1478.The geoid height was determined by GEOID03.
 TF1478
 TF1478.The dynamic height is computed by dividing the NAVD 88
 TF1478.geopotential number by the normal gravity value computed on the
 TF1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1478.degrees latitude (g = 980.6199 gals.).
 TF1478
 TF1478.The modeled gravity was interpolated from observed gravity values.
 TF1478
 TF1478;                    North         East    Units  Estimated Accuracy
 TF1478;SPC ND N     -   190,100.      524,910.      MT  (+/- 180 meters Scaled)
 TF1478
 TF1478                          SUPERSEDED SURVEY CONTROL
 TF1478
 TF1478  NGVD 29 (??/??/92)  505.61   (m)         1658.8    (f) COMPUTED    2 0
 TF1478
 TF1478.Superseded values are not recommended for survey control.
 TF1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1478.See file dsdata.txt to determine how the superseded data were derived.
 TF1478
 TF1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU145977(NAD 83)
 TF1478_MARKER: DR = REFERENCE MARK DISK
 TF1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1478_STAMPING: N 6 Z NO 1 1963
 TF1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1478+STABILITY: SURFACE MOTION
 TF1478
 TF1478  HISTORY     - Date     Condition        Report By
 TF1478  HISTORY     - 1963     MONUMENTED       CGS
 TF1478
 TF1478                          STATION DESCRIPTION
 TF1478
 TF1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1478'4.6 MI S FROM MOHALL.
 TF1478'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1478'MOHALL, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 0.15 MILES
 TF1478'WEST ALONG COUNTY ROAD 10, 38 FEET NORTH OF THE CENTER LINE OF THE
 TF1478'ROAD, 40.3 FEET EAST OF N 6 Z 1963, 1 FOOT SOUTH OF A FENCE, ABOUT
 TF1478'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1478'4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1476 ***********************************************************************
 TF1476  DESIGNATION -  N 6 Z RM 2
 TF1476  PID         -  TF1476
 TF1476  STATE/COUNTY-  ND/RENVILLE
 TF1476  USGS QUAD   -  GRANO NE (1949)
 TF1476
 TF1476                         *CURRENT SURVEY CONTROL
 TF1476  ___________________________________________________________________
 TF1476* NAD 83(1986)-  48 42 19.     (N)    101 31 13.     (W)     SCALED    
 TF1476* NAVD 88     -       505.639  (meters)    1658.92   (feet)  ADJUSTED  
 TF1476  ___________________________________________________________________
 TF1476  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 TF1476  DYNAMIC HT  -         505.745 (meters)    1659.27  (feet)  COMP
 TF1476  MODELED GRAV-     980,803.3   (mgal)                       NAVD 88
 TF1476
 TF1476  VERT ORDER  -  SECOND    CLASS 0
 TF1476
 TF1476.The horizontal coordinates were scaled from a topographic map and have
 TF1476.an estimated accuracy of +/- 6 seconds.
 TF1476
 TF1476.The orthometric height was determined by differential leveling
 TF1476.and adjusted by the National Geodetic Survey in June 1991..
 TF1476
 TF1476.The geoid height was determined by GEOID03.
 TF1476
 TF1476.The dynamic height is computed by dividing the NAVD 88
 TF1476.geopotential number by the normal gravity value computed on the
 TF1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1476.degrees latitude (g = 980.6199 gals.).
 TF1476
 TF1476.The modeled gravity was interpolated from observed gravity values.
 TF1476
 TF1476;                    North         East    Units  Estimated Accuracy
 TF1476;SPC ND N     -   190,100.      524,910.      MT  (+/- 180 meters Scaled)
 TF1476
 TF1476                          SUPERSEDED SURVEY CONTROL
 TF1476
 TF1476  NGVD 29 (??/??/92)  505.27   (m)         1657.7    (f) COMPUTED    2 0
 TF1476
 TF1476.Superseded values are not recommended for survey control.
 TF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1476.See file dsdata.txt to determine how the superseded data were derived.
 TF1476
 TF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU145977(NAD 83)
 TF1476_MARKER: DR = REFERENCE MARK DISK
 TF1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1476_STAMPING: N 6 Z NO 2 1963
 TF1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1476+STABILITY: SURFACE MOTION
 TF1476
 TF1476  HISTORY     - Date     Condition        Report By
 TF1476  HISTORY     - 1963     MONUMENTED       CGS
 TF1476
 TF1476                          STATION DESCRIPTION
 TF1476
 TF1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1476'4.6 MI S FROM MOHALL.
 TF1476'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1476'MOHALL, THENCE 4.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 0.15 MILES
 TF1476'WEST ALONG COUNTY ROAD 10, 38 FEET NORTH OF THE CENTER LINE OF THE
 TF1476'ROAD, 33.5 FEET WEST OF N 6 Z 1963, 20 FEET WEST OF A CORNER FENCE
 TF1476'POST, 1 FOOT SOUTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST
 TF1476'PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0073 ***********************************************************************
 TE0073  DESIGNATION -  N 60 RESET
 TE0073  PID         -  TE0073
 TE0073  STATE/COUNTY-  ND/CAVALIER
 TE0073  USGS QUAD   -  EASBY (1972)
 TE0073
 TE0073                         *CURRENT SURVEY CONTROL
 TE0073  ___________________________________________________________________
 TE0073* NAD 83(1986)-  48 37 51.     (N)    098 21 45.     (W)     SCALED    
 TE0073* NAVD 88     -       496.23   (+/-2cm)    1628.0    (feet)  VERTCON   
 TE0073  ___________________________________________________________________
 TE0073  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 TE0073
 TE0073  VERT ORDER  -  THIRD (See Below)
 TE0073
 TE0073.The horizontal coordinates were scaled from a topographic map and have
 TE0073.an estimated accuracy of +/- 6 seconds.
 TE0073
 TE0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0073.The vertical order pertains to the NGVD 29 superseded value.
 TE0073
 TE0073.The geoid height was determined by GEOID03.
 TE0073
 TE0073;                    North         East    Units  Estimated Accuracy
 TE0073;SPC ND N     -   183,510.      757,530.      MT  (+/- 180 meters Scaled)
 TE0073
 TE0073                          SUPERSEDED SURVEY CONTROL
 TE0073
 TE0073  NGVD 29 (11/04/04)  495.85   (m)         1626.8    (f) RESET       3  
 TE0073
 TE0073.Superseded values are not recommended for survey control.
 TE0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0073.See file dsdata.txt to determine how the superseded data were derived.
 TE0073
 TE0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU469866(NAD 83)
 TE0073_MARKER: DB = BENCH MARK DISK
 TE0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0073_STAMPING: N 60 RESET 1950
 TE0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0073+STABILITY: SURFACE MOTION
 TE0073
 TE0073  HISTORY     - Date     Condition        Report By
 TE0073  HISTORY     - 1950     MONUMENTED       NDHD
 TE0073  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0073
 TE0073                          STATION DESCRIPTION
 TE0073
 TE0073'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TE0073'8.0 MI E FROM LOMA.
 TE0073'ABOUT 8 MILES EAST ALONG STATE HIGHWAY 29 FROM THE MINNEAPOLIS, ST.
 TE0073'PAUL AND SAULT STE. MARIE RAILWAY STATION AT LOMA, CAVALIER COUNTY, IN
 TE0073'THE SOUTHEAST CORNER OF SEC. 34, T 160 N., R. 60 W., AT THE
 TE0073'INTERSECTION OF STATE HIGHWAY 1, ABOUT 245 FEET WEST OF THE CENTERLINE
 TE0073'OF STATE HIGHWAY 1, 49.5 FEET SOUTHEAST OF THE NORTHWEST CONNECTION
 TE0073'CURVE BETWEEN THE HIGHWAYS, AND 45 FEET NORTH OF THE CENTERLINE OF
 TE0073'STATE HIGHWAY 29, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0073'ABOUT 8 INCHES ABOVE THE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND
 TE0073'SAULT STE. MARIE RAILROAD NOW KNOWN AS THE SOO LINE RAILROAD.
 TE0073
 TE0073                          STATION RECOVERY (1972)
 TE0073
 TE0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1126 ***********************************************************************
 TE1126  DESIGNATION -  N 61
 TE1126  PID         -  TE1126
 TE1126  STATE/COUNTY-  ND/TOWNER
 TE1126  USGS QUAD   -  SNYDER LAKE (1962)
 TE1126
 TE1126                         *CURRENT SURVEY CONTROL
 TE1126  ___________________________________________________________________
 TE1126* NAD 83(1996)-  48 37 48.58086(N)    099 12 33.95495(W)     ADJUSTED  
 TE1126* NAVD 88     -       462.423  (meters)    1517.13   (feet)  ADJUSTED  
 TE1126  ___________________________________________________________________
 TE1126  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 TE1126  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 TE1126  DYNAMIC HT  -         462.525 (meters)    1517.47  (feet)  COMP
 TE1126  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 TE1126
 TE1126  HORZ ORDER  -  THIRD
 TE1126  VERT ORDER  -  SECOND    CLASS 0
 TE1126
 TE1126.The horizontal coordinates were established by classical geodetic methods
 TE1126.and adjusted by the National Geodetic Survey in January 1998..
 TE1126
 TE1126.The orthometric height was determined by differential leveling
 TE1126.and adjusted by the National Geodetic Survey in June 1991..
 TE1126
 TE1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1126
 TE1126.The geoid height was determined by GEOID03.
 TE1126
 TE1126.The dynamic height is computed by dividing the NAVD 88
 TE1126.geopotential number by the normal gravity value computed on the
 TE1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1126.degrees latitude (g = 980.6199 gals.).
 TE1126
 TE1126.The modeled gravity was interpolated from observed gravity values.
 TE1126
 TE1126;                    North         East     Units Scale Factor Converg.
 TE1126;SPC ND N     -   182,045.945   695,124.134   MT  0.99998118   +0 57 37.3
 TE1126;SPC ND N     -   597,263.60  2,280,590.99   iFT  0.99998118   +0 57 37.3
 TE1126;UTM  14      - 5,386,365.064   484,568.529   MT  0.99960293   -0 09 25.8
 TE1126
 TE1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1126!SPC ND N     -   0.99993116  x   0.99998118  =   0.99991234
 TE1126!UTM  14      -   0.99993116  x   0.99960293  =   0.99953411
 TE1126
 TE1126:                Primary Azimuth Mark                     Grid Az
 TE1126:SPC ND N     -  S GABLE                                  001 56 04.3
 TE1126:UTM  14      -  S GABLE                                  003 03 07.4
 TE1126
 TE1126|---------------------------------------------------------------------|
 TE1126| PID    Reference Object                     Distance      Geod. Az  |
 TE1126|                                                           dddmmss.s |
 TE1126| CO8267 S GABLE                                            0025341.6 |
 TE1126| CO7710 WINDMILL ESE                                       1053922.6 |
 TE1126| TE1931 STA 11 CH 1221                       30.963 METERS 25000     |
 TE1126|---------------------------------------------------------------------|
 TE1126
 TE1126                          SUPERSEDED SURVEY CONTROL
 TE1126
 TE1126  NAD 83(1986)-  48 37 48.58299(N)    099 12 33.94443(W) AD(       ) 3
 TE1126  NAD 27      -  48 37 48.55392(N)    099 12 32.42115(W) AD(       ) 3
 TE1126  NGVD 29 (??/??/92)  462.066  (m)         1515.96   (f) ADJ UNCH    2 0
 TE1126
 TE1126.Superseded values are not recommended for survey control.
 TE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1126.See file dsdata.txt to determine how the superseded data were derived.
 TE1126
 TE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8456986365(NAD 83)
 TE1126_MARKER: DB = BENCH MARK DISK
 TE1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1126_STAMPING: N 61 1934
 TE1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1126+STABILITY: SURFACE MOTION
 TE1126
 TE1126  HISTORY     - Date     Condition        Report By
 TE1126  HISTORY     - 1934     MONUMENTED       CGS
 TE1126  HISTORY     - 1959     GOOD             USGS
 TE1126
 TE1126                          STATION DESCRIPTION
 TE1126
 TE1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1126'5.1 MI W FROM EGELAND.
 TE1126'5.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1126'RAILWAY (NOW THE SOO LINE RAILROAD) FROM THE STATION AT EGELAND,
 TE1126'TOWNER COUNTY, 113 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 TE1126'U.S. HIGHWAY 281, 105 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 TE1126'44.4 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED N 61 1934
 TE1126'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 TE1126'GROUND.
 TE1126
 TE1126                          STATION RECOVERY (1959)
 TE1126
 TE1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TE1126'EDGELAND, 5.0 MI W. OF, TPS. 159 AND 160 N., R. 66 W., NEAR COR. SECS.
 TE1126'5, 6, 31 AND 32, 44.4 FT N. OF N. RAIL AND 105 FT E. OF THE
 TE1126'INTERSECTION OF U.S. HWY. 281 AND THE M., ST.P. AND S.S.M. RR.  A
 TE1126'STANDARD USC AND GS DISK SET IN A CONCRETE POST AND STAMPED---N 61
 TE1126'1934.  S. GABLE OF HOUSE 1000 FT DISTANT--
 TE1126'N 02 DEG 55 MIN E.  WINDMILL 0.75 MI DISTANT--S 74 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0020 ***********************************************************************
 TF0020  DESIGNATION -  N 62
 TF0020  PID         -  TF0020
 TF0020  STATE/COUNTY-  ND/ROLETTE
 TF0020  USGS QUAD   -  OVERLY (1955)
 TF0020
 TF0020                         *CURRENT SURVEY CONTROL
 TF0020  ___________________________________________________________________
 TF0020* NAD 83(1986)-  48 40 52.     (N)    100 10 04.     (W)     SCALED    
 TF0020* NAVD 88     -       468.351  (meters)    1536.58   (feet)  ADJUSTED  
 TF0020  ___________________________________________________________________
 TF0020  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 TF0020  DYNAMIC HT  -         468.467 (meters)    1536.96  (feet)  COMP
 TF0020  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 TF0020
 TF0020  VERT ORDER  -  SECOND    CLASS 0
 TF0020
 TF0020.The horizontal coordinates were scaled from a topographic map and have
 TF0020.an estimated accuracy of +/- 6 seconds.
 TF0020
 TF0020.The orthometric height was determined by differential leveling
 TF0020.and adjusted by the National Geodetic Survey in June 1991..
 TF0020.WARNING-Repeat measurements at this control monument indicate possible
 TF0020.vertical movement.
 TF0020
 TF0020.The geoid height was determined by GEOID03.
 TF0020
 TF0020.The dynamic height is computed by dividing the NAVD 88
 TF0020.geopotential number by the normal gravity value computed on the
 TF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0020.degrees latitude (g = 980.6199 gals.).
 TF0020
 TF0020.The modeled gravity was interpolated from observed gravity values.
 TF0020
 TF0020;                    North         East    Units  Estimated Accuracy
 TF0020;SPC ND N     -   186,970.      624,460.      MT  (+/- 180 meters Scaled)
 TF0020
 TF0020                          SUPERSEDED SURVEY CONTROL
 TF0020
 TF0020  NGVD 29 (??/??/92)  467.982  (m)         1535.37   (f) ADJ UNCH    2 0
 TF0020
 TF0020.Superseded values are not recommended for survey control.
 TF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0020.See file dsdata.txt to determine how the superseded data were derived.
 TF0020
 TF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU140926(NAD 83)
 TF0020_MARKER: DB = BENCH MARK DISK
 TF0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0020_STAMPING: N 62 1934
 TF0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0020+STABILITY: SURFACE MOTION
 TF0020
 TF0020  HISTORY     - Date     Condition        Report By
 TF0020  HISTORY     - 1934     MONUMENTED       CGS
 TF0020  HISTORY     - 1940     GOOD             NGS
 TF0020
 TF0020                          STATION DESCRIPTION
 TF0020
 TF0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0020'1 MI W FROM OVERLY.
 TF0020'1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT OVERLY,
 TF0020'BOTTINEAU COUNTY, 100 YARDS EAST OF MILEPOST 511, 45 YARDS WEST OF A
 TF0020'SECTION-LINE ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL OF THE
 TF0020'MAIN TRACK, AND 2.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 TF0020'DISK STAMPED N 62 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0020'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0588 ***********************************************************************
 TF0588  DESIGNATION -  N 63
 TF0588  PID         -  TF0588
 TF0588  STATE/COUNTY-  ND/BOTTINEAU
 TF0588  USGS QUAD   -  LANSFORD NE (1949)
 TF0588
 TF0588                         *CURRENT SURVEY CONTROL
 TF0588  ___________________________________________________________________
 TF0588* NAD 83(1986)-  48 38 34.     (N)    101 15 19.     (W)     SCALED    
 TF0588* NAVD 88     -       468.768  (meters)    1537.95   (feet)  ADJUSTED  
 TF0588  ___________________________________________________________________
 TF0588  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 TF0588  DYNAMIC HT  -         468.865 (meters)    1538.27  (feet)  COMP
 TF0588  MODELED GRAV-     980,802.9   (mgal)                       NAVD 88
 TF0588
 TF0588  VERT ORDER  -  SECOND    CLASS 0
 TF0588
 TF0588.The horizontal coordinates were scaled from a topographic map and have
 TF0588.an estimated accuracy of +/- 6 seconds.
 TF0588
 TF0588.The orthometric height was determined by differential leveling
 TF0588.and adjusted by the National Geodetic Survey in June 1991..
 TF0588
 TF0588.The geoid height was determined by GEOID03.
 TF0588
 TF0588.The dynamic height is computed by dividing the NAVD 88
 TF0588.geopotential number by the normal gravity value computed on the
 TF0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0588.degrees latitude (g = 980.6199 gals.).
 TF0588
 TF0588.The modeled gravity was interpolated from observed gravity values.
 TF0588
 TF0588;                    North         East    Units  Estimated Accuracy
 TF0588;SPC ND N     -   182,930.      544,340.      MT  (+/- 180 meters Scaled)
 TF0588
 TF0588                          SUPERSEDED SURVEY CONTROL
 TF0588
 TF0588  NGVD 29 (??/??/92)  468.404  (m)         1536.76   (f) ADJ UNCH    2 0
 TF0588
 TF0588.Superseded values are not recommended for survey control.
 TF0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0588.See file dsdata.txt to determine how the superseded data were derived.
 TF0588
 TF0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU338902(NAD 83)
 TF0588_MARKER: DB = BENCH MARK DISK
 TF0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0588_STAMPING: N 63 1934
 TF0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0588+STABILITY: SURFACE MOTION
 TF0588
 TF0588  HISTORY     - Date     Condition        Report By
 TF0588  HISTORY     - 1934     MONUMENTED       CGS
 TF0588
 TF0588                          STATION DESCRIPTION
 TF0588
 TF0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0588'5.6 MI E FROM LANSFORD.
 TF0588'5.6 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0588'LANSFORD, BOTTINEAU COUNTY, 500 FEET WEST OF MILEPOST 561, AT A
 TF0588'COUNTY-ROAD CROSSING, 52 FEET EAST OF THE CENTERLINE OF THE ROAD, 47.2
 TF0588'FEET SOUTH OF THE SOUTH RAIL, 18 FEET EAST OF A RIGHT-OF-WAY FENCE
 TF0588'CORNER, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED N 63
 TF0588'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TF0588'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0205 ***********************************************************************
 TF0205  DESIGNATION -  N 64
 TF0205  PID         -  TF0205
 TF0205  STATE/COUNTY-  ND/PIERCE
 TF0205  USGS QUAD   -  BALTA (1980)
 TF0205
 TF0205                         *CURRENT SURVEY CONTROL
 TF0205  ___________________________________________________________________
 TF0205* NAD 83(1986)-  48 09 08.     (N)    100 04 37.     (W)     SCALED    
 TF0205* NAVD 88     -       459.432  (meters)    1507.32   (feet)  ADJUSTED  
 TF0205  ___________________________________________________________________
 TF0205  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TF0205  DYNAMIC HT  -         459.514 (meters)    1507.59  (feet)  COMP
 TF0205  MODELED GRAV-     980,775.2   (mgal)                       NAVD 88
 TF0205
 TF0205  VERT ORDER  -  SECOND    CLASS 0
 TF0205
 TF0205.The horizontal coordinates were scaled from a topographic map and have
 TF0205.an estimated accuracy of +/- 6 seconds.
 TF0205
 TF0205.The orthometric height was determined by differential leveling
 TF0205.and adjusted by the National Geodetic Survey in June 1991..
 TF0205
 TF0205.The geoid height was determined by GEOID03.
 TF0205
 TF0205.The dynamic height is computed by dividing the NAVD 88
 TF0205.geopotential number by the normal gravity value computed on the
 TF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0205.degrees latitude (g = 980.6199 gals.).
 TF0205
 TF0205.The modeled gravity was interpolated from observed gravity values.
 TF0205
 TF0205;                    North         East    Units  Estimated Accuracy
 TF0205;SPC ND N     -   128,190.      631,480.      MT  (+/- 180 meters Scaled)
 TF0205
 TF0205                          SUPERSEDED SURVEY CONTROL
 TF0205
 TF0205  NGVD 29 (??/??/92)  459.080  (m)         1506.16   (f) ADJ UNCH    2 0
 TF0205
 TF0205.Superseded values are not recommended for survey control.
 TF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0205.See file dsdata.txt to determine how the superseded data were derived.
 TF0205
 TF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU199337(NAD 83)
 TF0205_MARKER: DB = BENCH MARK DISK
 TF0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0205_STAMPING: N 64 1934
 TF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0205+STABILITY: SURFACE MOTION
 TF0205
 TF0205  HISTORY     - Date     Condition        Report By
 TF0205  HISTORY     - 1934     MONUMENTED       CGS
 TF0205  HISTORY     - 1964     GOOD             NGS
 TF0205
 TF0205                          STATION DESCRIPTION
 TF0205
 TF0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0205'2.0 MI SW FROM BALTA.
 TF0205'ABOUT 2.0 MILES SOUTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF0205'AT BALTA, IN SECTION 17, T 154 N, R 73 W, AT A CROSSING OF THE
 TF0205'RAILROAD AND A PRIVATE ROAD, 47 FEET NORTHWEST OF THE NORTHWEST RAIL,
 TF0205'34 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST PRIVATE ROAD, 21
 TF0205'FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHEAST OF A FENCE,
 TF0205'1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 TF0205'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0225 ***********************************************************************
 SN0225  DESIGNATION -  N 65
 SN0225  PID         -  SN0225
 SN0225  STATE/COUNTY-  ND/MCLEAN
 SN0225  USGS QUAD   -  RUSO (1981)
 SN0225
 SN0225                         *CURRENT SURVEY CONTROL
 SN0225  ___________________________________________________________________
 SN0225* NAD 83(1986)-  47 50 33.     (N)    100 54 22.     (W)     SCALED    
 SN0225* NAVD 88     -       623.126  (meters)    2044.37   (feet)  ADJUSTED  
 SN0225  ___________________________________________________________________
 SN0225  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 SN0225  DYNAMIC HT  -         623.189 (meters)    2044.58  (feet)  COMP
 SN0225  MODELED GRAV-     980,691.9   (mgal)                       NAVD 88
 SN0225
 SN0225  VERT ORDER  -  SECOND    CLASS 0
 SN0225
 SN0225.The horizontal coordinates were scaled from a topographic map and have
 SN0225.an estimated accuracy of +/- 6 seconds.
 SN0225
 SN0225.The orthometric height was determined by differential leveling
 SN0225.and adjusted by the National Geodetic Survey in June 1991..
 SN0225
 SN0225.The geoid height was determined by GEOID03.
 SN0225
 SN0225.The dynamic height is computed by dividing the NAVD 88
 SN0225.geopotential number by the normal gravity value computed on the
 SN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0225.degrees latitude (g = 980.6199 gals.).
 SN0225
 SN0225.The modeled gravity was interpolated from observed gravity values.
 SN0225
 SN0225;                    North         East    Units  Estimated Accuracy
 SN0225;SPC ND N     -    93,750.      569,600.      MT  (+/- 180 meters Scaled)
 SN0225
 SN0225                          SUPERSEDED SURVEY CONTROL
 SN0225
 SN0225  NGVD 29 (??/??/92)  622.726  (m)         2043.06   (f) ADJ UNCH    2 0
 SN0225
 SN0225.Superseded values are not recommended for survey control.
 SN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0225.See file dsdata.txt to determine how the superseded data were derived.
 SN0225
 SN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU573005(NAD 83)
 SN0225_MARKER: DB = BENCH MARK DISK
 SN0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0225_STAMPING: N 65 1934
 SN0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0225+STABILITY: SURFACE MOTION
 SN0225
 SN0225  HISTORY     - Date     Condition        Report By
 SN0225  HISTORY     - 1934     MONUMENTED       CGS
 SN0225  HISTORY     - 1962     GOOD             NGS
 SN0225
 SN0225                          STATION DESCRIPTION
 SN0225
 SN0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0225'1.5 MI E FROM RUSO.
 SN0225'ABOUT 1.5 MILE EAST ALONG THE MINNEAPOLIS AND ST PAUL AND SAUL STE
 SN0225'MARIE RAILROAD FROM THE STATION AT RUSO, ABOUT 0.3 MILE WEST OF
 SN0225'MILEPOLE 447, ABOUT 120 YARDS EAST OF A DIRT ROAD CROSSING, 63 FEET
 SN0225'WEST OF A TELEGRAPH POLE, 40.6 FEET NORTH OF THE NORTH RAIL, 18.5 FEET
 SN0225'NORTHWEST OF THE WEST STEEL LEG OF A RAIL RACK, 0.9 FOOT EAST OF A
 SN0225'WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK, A DISK IN THE TOP OF A
 SN0225'CONCRETE POST PROJECTING 0.2 FOOT.  NOTE-- THE MINNEAPOLIS, ST. PAUL
 SN0225'AND SAULT STE. MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1112 ***********************************************************************
 TE1112  DESIGNATION -  N 66
 TE1112  PID         -  TE1112
 TE1112  STATE/COUNTY-  ND/TOWNER
 TE1112  USGS QUAD   -  CONSIDINE (1971)
 TE1112
 TE1112                         *CURRENT SURVEY CONTROL
 TE1112  ___________________________________________________________________
 TE1112* NAD 83(1986)-  48 37 27.     (N)    099 22 30.     (W)     SCALED    
 TE1112* NAVD 88     -       484.711  (meters)    1590.26   (feet)  ADJUSTED  
 TE1112  ___________________________________________________________________
 TE1112  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 TE1112  DYNAMIC HT  -         484.818 (meters)    1590.61  (feet)  COMP
 TE1112  MODELED GRAV-     980,815.8   (mgal)                       NAVD 88
 TE1112
 TE1112  VERT ORDER  -  SECOND    CLASS 0
 TE1112
 TE1112.The horizontal coordinates were scaled from a topographic map and have
 TE1112.an estimated accuracy of +/- 6 seconds.
 TE1112
 TE1112.The orthometric height was determined by differential leveling
 TE1112.and adjusted by the National Geodetic Survey in June 1991..
 TE1112
 TE1112.The geoid height was determined by GEOID03.
 TE1112
 TE1112.The dynamic height is computed by dividing the NAVD 88
 TE1112.geopotential number by the normal gravity value computed on the
 TE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1112.degrees latitude (g = 980.6199 gals.).
 TE1112
 TE1112.The modeled gravity was interpolated from observed gravity values.
 TE1112
 TE1112;                    North         East    Units  Estimated Accuracy
 TE1112;SPC ND N     -   181,190.      682,930.      MT  (+/- 180 meters Scaled)
 TE1112
 TE1112                          SUPERSEDED SURVEY CONTROL
 TE1112
 TE1112  NGVD 29 (??/??/92)  484.349  (m)         1589.07   (f) ADJ UNCH    2 0
 TE1112
 TE1112.Superseded values are not recommended for survey control.
 TE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1112.See file dsdata.txt to determine how the superseded data were derived.
 TE1112
 TE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU723857(NAD 83)
 TE1112_MARKER: DB = BENCH MARK DISK
 TE1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1112_STAMPING: N 66 1934
 TE1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1112+STABILITY: SURFACE MOTION
 TE1112
 TE1112  HISTORY     - Date     Condition        Report By
 TE1112  HISTORY     - 1934     MONUMENTED       CGS
 TE1112  HISTORY     - 1934     GOOD             NGS
 TE1112
 TE1112                          STATION DESCRIPTION
 TE1112
 TE1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TE1112'IN BISBEE.
 TE1112'AT BISBEE, TOWNER COUNTY, 93.2 FEET SOUTHEAST OF THE SOUTH SIDE OF THE
 TE1112'GREAT NORTHERN RAILWAY STATION 63.8 FEET SOUTH OF THE CENTER OF THE
 TE1112'CROSSING OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY
 TE1112'(NOW THE SOO LINE RAILROAD), 59.5 FEET SOUTHEAST OF THE SOUTHRAIL OF
 TE1112'THE SOO LINE RAILROAD, AND 35.5 FEET SOUTHWEST OF THE WEST RAIL OF THE
 TE1112'GREAT NORTHERN RAILWAY.  A STANDARD DISK, STAMPED N 66 1934 AND SET IN
 TE1112'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0467 ***********************************************************************
 TF0467  DESIGNATION -  N 67
 TF0467  PID         -  TF0467
 TF0467  STATE/COUNTY-  ND/BOTTINEAU
 TF0467  USGS QUAD   -  CARBURY (1956)
 TF0467
 TF0467                         *CURRENT SURVEY CONTROL
 TF0467  ___________________________________________________________________
 TF0467* NAD 83(1986)-  48 52 43.     (N)    100 31 34.     (W)     SCALED    
 TF0467* NAVD 88     -       506.927  (meters)    1663.14   (feet)  ADJUSTED  
 TF0467  ___________________________________________________________________
 TF0467  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 TF0467  DYNAMIC HT  -         507.047 (meters)    1663.54  (feet)  COMP
 TF0467  MODELED GRAV-     980,830.2   (mgal)                       NAVD 88
 TF0467
 TF0467  VERT ORDER  -  SECOND    CLASS 0
 TF0467
 TF0467.The horizontal coordinates were scaled from a topographic map and have
 TF0467.an estimated accuracy of +/- 6 seconds.
 TF0467
 TF0467.The orthometric height was determined by differential leveling
 TF0467.and adjusted by the National Geodetic Survey in June 1991..
 TF0467
 TF0467.The geoid height was determined by GEOID03.
 TF0467
 TF0467.The dynamic height is computed by dividing the NAVD 88
 TF0467.geopotential number by the normal gravity value computed on the
 TF0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0467.degrees latitude (g = 980.6199 gals.).
 TF0467
 TF0467.The modeled gravity was interpolated from observed gravity values.
 TF0467
 TF0467;                    North         East    Units  Estimated Accuracy
 TF0467;SPC ND N     -   208,880.      598,090.      MT  (+/- 180 meters Scaled)
 TF0467
 TF0467                          SUPERSEDED SURVEY CONTROL
 TF0467
 TF0467  NGVD 29 (??/??/92)  506.521  (m)         1661.81   (f) ADJ UNCH    2 0
 TF0467
 TF0467.Superseded values are not recommended for survey control.
 TF0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0467.See file dsdata.txt to determine how the superseded data were derived.
 TF0467
 TF0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV881150(NAD 83)
 TF0467_MARKER: DB = BENCH MARK DISK
 TF0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0467_STAMPING: N 67 1934
 TF0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0467+STABILITY: SURFACE MOTION
 TF0467
 TF0467  HISTORY     - Date     Condition        Report By
 TF0467  HISTORY     - 1934     MONUMENTED       CGS
 TF0467  HISTORY     - 1940     GOOD             NGS
 TF0467  HISTORY     - 1968     GOOD             NDSU
 TF0467
 TF0467                          STATION DESCRIPTION
 TF0467
 TF0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0467'5.1 MI N FROM BOTTINEAU.
 TF0467'5.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM BOTTINEAU,
 TF0467'BOTTINEAU COUNTY, 235 YARDS NORTH OF MILEPOST 43, 46 FEET SOUTHWEST OF
 TF0467'THE WEST RAIL, 25 FEET NORTHWEST OF A FENCE CORNER, 1.7 FEET NORTH OF
 TF0467'THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 TF0467'POST.  A STANDARD DISK, STAMPED N 67 1934 AND SET IN THE TOP OF A
 TF0467'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 TF0467
 TF0467                          STATION RECOVERY (1968)
 TF0467
 TF0467'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1968
 TF0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0152 ***********************************************************************
 TF0152  DESIGNATION -  N 68
 TF0152  PID         -  TF0152
 TF0152  STATE/COUNTY-  ND/PIERCE
 TF0152  USGS QUAD   -  LEVERICH (1954)
 TF0152
 TF0152                         *CURRENT SURVEY CONTROL
 TF0152  ___________________________________________________________________
 TF0152* NAD 83(1986)-  48 22 40.     (N)    100 00 57.     (W)     SCALED    
 TF0152* NAVD 88     -       471.209  (meters)    1545.96   (feet)  ADJUSTED  
 TF0152  ___________________________________________________________________
 TF0152  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 TF0152  DYNAMIC HT  -         471.304 (meters)    1546.27  (feet)  COMP
 TF0152  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 TF0152
 TF0152  VERT ORDER  -  SECOND    CLASS 0
 TF0152
 TF0152.The horizontal coordinates were scaled from a topographic map and have
 TF0152.an estimated accuracy of +/- 6 seconds.
 TF0152
 TF0152.The orthometric height was determined by differential leveling
 TF0152.and adjusted by the National Geodetic Survey in June 1991..
 TF0152
 TF0152.The geoid height was determined by GEOID03.
 TF0152
 TF0152.The dynamic height is computed by dividing the NAVD 88
 TF0152.geopotential number by the normal gravity value computed on the
 TF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0152.degrees latitude (g = 980.6199 gals.).
 TF0152
 TF0152.The modeled gravity was interpolated from observed gravity values.
 TF0152
 TF0152;                    North         East    Units  Estimated Accuracy
 TF0152;SPC ND N     -   153,300.      635,860.      MT  (+/- 180 meters Scaled)
 TF0152
 TF0152                          SUPERSEDED SURVEY CONTROL
 TF0152
 TF0152  NGVD 29 (??/??/92)  470.853  (m)         1544.79   (f) ADJ UNCH    2 0
 TF0152
 TF0152.Superseded values are not recommended for survey control.
 TF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0152.See file dsdata.txt to determine how the superseded data were derived.
 TF0152
 TF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU247587(NAD 83)
 TF0152_MARKER: DB = BENCH MARK DISK
 TF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0152_STAMPING: N 68 1934
 TF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0152+STABILITY: SURFACE MOTION
 TF0152
 TF0152  HISTORY     - Date     Condition        Report By
 TF0152  HISTORY     - 1934     MONUMENTED       CGS
 TF0152  HISTORY     - 1964     MARK NOT FOUND   NGS
 TF0152  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0152
 TF0152                          STATION DESCRIPTION
 TF0152
 TF0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0152'0.9 MI NW FROM RUGBY.
 TF0152'0.9 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM RUGBY, PIERCE
 TF0152'COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 1, 50.6 FEET SOUTHWEST OF THE
 TF0152'SOUTHWEST RAIL, AND 47.3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE. A
 TF0152'STANDARD DISK, STAMPED N 68 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0152'PROJECTING 2 INCHES ABOVE GROUND.
 TF0152
 TF0152                          STATION RECOVERY (1982)
 TF0152
 TF0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0152'NOT RECOVERED, INACCESSIBLE AT TIME OF RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0939 ***********************************************************************
 SM0939  DESIGNATION -  N 69
 SM0939  PID         -  SM0939
 SM0939  STATE/COUNTY-  ND/PIERCE
 SM0939  USGS QUAD   -  HARVEY (1986)
 SM0939
 SM0939                         *CURRENT SURVEY CONTROL
 SM0939  ___________________________________________________________________
 SM0939* NAD 83(1986)-  47 52 00.     (N)    099 56 28.     (W)     SCALED    
 SM0939* NAVD 88     -       493.003  (meters)    1617.46   (feet)  ADJUSTED  
 SM0939  ___________________________________________________________________
 SM0939  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 SM0939  DYNAMIC HT  -         493.068 (meters)    1617.67  (feet)  COMP
 SM0939  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 SM0939
 SM0939  VERT ORDER  -  SECOND    CLASS 0
 SM0939
 SM0939.The horizontal coordinates were scaled from a topographic map and have
 SM0939.an estimated accuracy of +/- 6 seconds.
 SM0939
 SM0939.The orthometric height was determined by differential leveling
 SM0939.and adjusted by the National Geodetic Survey in June 1991..
 SM0939
 SM0939.The geoid height was determined by GEOID03.
 SM0939
 SM0939.The dynamic height is computed by dividing the NAVD 88
 SM0939.geopotential number by the normal gravity value computed on the
 SM0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0939.degrees latitude (g = 980.6199 gals.).
 SM0939
 SM0939.The modeled gravity was interpolated from observed gravity values.
 SM0939
 SM0939;                    North         East    Units  Estimated Accuracy
 SM0939;SPC ND N     -    96,510.      641,810.      MT  (+/- 180 meters Scaled)
 SM0939
 SM0939                          SUPERSEDED SURVEY CONTROL
 SM0939
 SM0939  NGVD 29 (??/??/92)  492.612  (m)         1616.18   (f) ADJ UNCH    2 0
 SM0939
 SM0939.Superseded values are not recommended for survey control.
 SM0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0939.See file dsdata.txt to determine how the superseded data were derived.
 SM0939
 SM0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU296019(NAD 83)
 SM0939_MARKER: DB = BENCH MARK DISK
 SM0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0939_STAMPING: N-69 -- 1934
 SM0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0939+STABILITY: SURFACE MOTION
 SM0939
 SM0939  HISTORY     - Date     Condition        Report By
 SM0939  HISTORY     - 1934     MONUMENTED       CGS
 SM0939  HISTORY     - 1950     GOOD             USGS
 SM0939
 SM0939                          STATION DESCRIPTION
 SM0939
 SM0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0939'6.8 MI N FROM HARVEY.
 SM0939'6.8 MILES NORTH OF ALONG, STATE ROAD 3.  N-69 IS LOCATED 6.8 MILES
 SM0939'NORTH OF HARVEY AT THE JUNCTION OF STATE ROAD 3 AND G.N. RWY.  77 FEET
 SM0939'NORTHWEST OF INTERSECTION OF STATE ROAD AND RWY.  50 FEET WEST OF
 SM0939'CENTERLINE OF STATE ROAD 3.  41.6 NORTH OF NORTH RAIL OF TRACK. 12.5
 SM0939'FEET WEST OF R/W FENCE.  STANDARD TABLET SET IN CONCRETE POST 2 IN.
 SM0939'HIGH.
 SM0939
 SM0939                          STATION RECOVERY (1950)
 SM0939
 SM0939'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 SM0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1146 ***********************************************************************
 TG1146  DESIGNATION -  N 7
 TG1146  PID         -  TG1146
 TG1146  STATE/COUNTY-  ND/WILLIAMS
 TG1146  USGS QUAD   -  EPPING (1978)
 TG1146
 TG1146                         *CURRENT SURVEY CONTROL
 TG1146  ___________________________________________________________________
 TG1146* NAD 83(1986)-  48 17 42.     (N)    103 15 13.     (W)     SCALED    
 TG1146* NAVD 88     -       730.005  (meters)    2395.02   (feet)  ADJUSTED  
 TG1146  ___________________________________________________________________
 TG1146  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1146  DYNAMIC HT  -         730.104 (meters)    2395.35  (feet)  COMP
 TG1146  MODELED GRAV-     980,722.4   (mgal)                       NAVD 88
 TG1146
 TG1146  VERT ORDER  -  FIRST     CLASS II
 TG1146
 TG1146.The horizontal coordinates were scaled from a topographic map and have
 TG1146.an estimated accuracy of +/- 6 seconds.
 TG1146
 TG1146.The orthometric height was determined by differential leveling
 TG1146.and adjusted by the National Geodetic Survey in June 1991..
 TG1146.WARNING-Repeat measurements at this control monument indicate possible
 TG1146.vertical movement.
 TG1146
 TG1146.The geoid height was determined by GEOID03.
 TG1146
 TG1146.The dynamic height is computed by dividing the NAVD 88
 TG1146.geopotential number by the normal gravity value computed on the
 TG1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1146.degrees latitude (g = 980.6199 gals.).
 TG1146
 TG1146.The modeled gravity was interpolated from observed gravity values.
 TG1146
 TG1146;                    North         East    Units  Estimated Accuracy
 TG1146;SPC ND N     -   147,630.      395,740.      MT  (+/- 180 meters Scaled)
 TG1146
 TG1146                          SUPERSEDED SURVEY CONTROL
 TG1146
 TG1146  NGVD 29 (??/??/92)  729.518  (m)         2393.43   (f) ADJ UNCH    1 2
 TG1146
 TG1146.Superseded values are not recommended for survey control.
 TG1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1146.See file dsdata.txt to determine how the superseded data were derived.
 TG1146
 TG1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP295505(NAD 83)
 TG1146_MARKER: DB = BENCH MARK DISK
 TG1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1146_SP_SET: BUILDING WALL
 TG1146_STAMPING: ELEV 2393.493 FT N 7
 TG1146_MARK LOGO: CGS   
 TG1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1146
 TG1146  HISTORY     - Date     Condition        Report By
 TG1146  HISTORY     - UNK      MONUMENTED       CGS
 TG1146  HISTORY     - 1934     GOOD             NGS
 TG1146  HISTORY     - 1981     GOOD             NGS
 TG1146
 TG1146                          STATION DESCRIPTION
 TG1146
 TG1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TG1146'IN WHEELOCK.
 TG1146'AT WHEELOCK, WILLIAMS COUNTY, AT THE CITIZENS STATE BANK, IN THE WALL
 TG1146'AT THE SOUTHWEST CORNER, AND 5 FEET ABOVE THE WALK.  A STANDARD DISK,
 TG1146'STAMPED ELEV 2393.493 FT N 7 AND SET VERTICALLY.
 TG1146
 TG1146                          STATION RECOVERY (1981)
 TG1146
 TG1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1146'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH
 TG1146'THE EXCEPTION THAT THE OLD BANK BUILDING IS NOW DESERTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1362 ***********************************************************************
 TF1362  DESIGNATION -  N 7 B 1
 TF1362  PID         -  TF1362
 TF1362  STATE/COUNTY-  ND/RENVILLE
 TF1362  USGS QUAD   -  GRANO (1949)
 TF1362
 TF1362                         *CURRENT SURVEY CONTROL
 TF1362  ___________________________________________________________________
 TF1362* NAD 83(1986)-  48 37 23.     (N)    101 36 20.     (W)     SCALED    
 TF1362* NAVD 88     -       524.337  (meters)    1720.26   (feet)  ADJUSTED  
 TF1362  ___________________________________________________________________
 TF1362  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF1362  DYNAMIC HT  -         524.441 (meters)    1720.60  (feet)  COMP
 TF1362  MODELED GRAV-     980,793.2   (mgal)                       NAVD 88
 TF1362
 TF1362  VERT ORDER  -  SECOND    CLASS 0
 TF1362
 TF1362.The horizontal coordinates were scaled from a topographic map and have
 TF1362.an estimated accuracy of +/- 6 seconds.
 TF1362
 TF1362.The orthometric height was determined by differential leveling
 TF1362.and adjusted by the National Geodetic Survey in June 1991..
 TF1362
 TF1362.The geoid height was determined by GEOID03.
 TF1362
 TF1362.The dynamic height is computed by dividing the NAVD 88
 TF1362.geopotential number by the normal gravity value computed on the
 TF1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1362.degrees latitude (g = 980.6199 gals.).
 TF1362
 TF1362.The modeled gravity was interpolated from observed gravity values.
 TF1362
 TF1362;                    North         East    Units  Estimated Accuracy
 TF1362;SPC ND N     -   181,040.      518,500.      MT  (+/- 180 meters Scaled)
 TF1362
 TF1362                          SUPERSEDED SURVEY CONTROL
 TF1362
 TF1362  NGVD 29 (??/??/92)  523.98   (m)         1719.1    (f) COMPUTED    2 0
 TF1362
 TF1362.Superseded values are not recommended for survey control.
 TF1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1362.See file dsdata.txt to determine how the superseded data were derived.
 TF1362
 TF1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU079888(NAD 83)
 TF1362_MARKER: DD = SURVEY DISK
 TF1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1362_SP_SET: CONCRETE CYLINDER
 TF1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1362
 TF1362  HISTORY     - Date     Condition        Report By
 TF1362  HISTORY     - UNK      MONUMENTED       DOD
 TF1362  HISTORY     - 1963     GOOD             NGS
 TF1362
 TF1362                          STATION DESCRIPTION
 TF1362
 TF1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1362'1.2 MI NW FROM GRANO.
 TF1362'ABOUT 1.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1362'AT GRANO, THENCE 0.1 MILES NORTHEAST ACROSS A FIELD, IN SECTION 2, T
 TF1362'159 N, R 85 W, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL
 TF1362'COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE
 TF1362'CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1361 ***********************************************************************
 TF1361  DESIGNATION -  N 7 B 2
 TF1361  PID         -  TF1361
 TF1361  STATE/COUNTY-  ND/RENVILLE
 TF1361  USGS QUAD   -  GRANO (1949)
 TF1361
 TF1361                         *CURRENT SURVEY CONTROL
 TF1361  ___________________________________________________________________
 TF1361* NAD 83(1986)-  48 37 28.     (N)    101 35 57.     (W)     SCALED    
 TF1361* NAVD 88     -       530.749  (meters)    1741.30   (feet)  ADJUSTED  
 TF1361  ___________________________________________________________________
 TF1361  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1361  DYNAMIC HT  -         530.855 (meters)    1741.65  (feet)  COMP
 TF1361  MODELED GRAV-     980,793.6   (mgal)                       NAVD 88
 TF1361
 TF1361  VERT ORDER  -  SECOND    CLASS 0
 TF1361
 TF1361.The horizontal coordinates were scaled from a topographic map and have
 TF1361.an estimated accuracy of +/- 6 seconds.
 TF1361
 TF1361.The orthometric height was determined by differential leveling
 TF1361.and adjusted by the National Geodetic Survey in June 1991..
 TF1361
 TF1361.The geoid height was determined by GEOID03.
 TF1361
 TF1361.The dynamic height is computed by dividing the NAVD 88
 TF1361.geopotential number by the normal gravity value computed on the
 TF1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1361.degrees latitude (g = 980.6199 gals.).
 TF1361
 TF1361.The modeled gravity was interpolated from observed gravity values.
 TF1361
 TF1361;                    North         East    Units  Estimated Accuracy
 TF1361;SPC ND N     -   181,190.      518,970.      MT  (+/- 180 meters Scaled)
 TF1361
 TF1361                          SUPERSEDED SURVEY CONTROL
 TF1361
 TF1361  NGVD 29 (??/??/92)  530.39   (m)         1740.1    (f) COMPUTED    2 0
 TF1361
 TF1361.Superseded values are not recommended for survey control.
 TF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1361.See file dsdata.txt to determine how the superseded data were derived.
 TF1361
 TF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU084889(NAD 83)
 TF1361_MARKER: DD = SURVEY DISK
 TF1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1361_SP_SET: CONCRETE CYLINDER
 TF1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1361
 TF1361  HISTORY     - Date     Condition        Report By
 TF1361  HISTORY     - UNK      MONUMENTED       DOD
 TF1361  HISTORY     - 1963     GOOD             NGS
 TF1361
 TF1361                          STATION DESCRIPTION
 TF1361
 TF1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1361'1.4 MI NW FROM GRANO.
 TF1361'ABOUT 0.85 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1361'GRANO, THENCE 0.35 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILES
 TF1361'EAST ACROSS A FIELD, IN SECTION 1, T 159 W, R 85 N, ON THE TOP OF A
 TF1361'SMALL ROUND TOP KNOLL AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 TF1361'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF1361'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1359 ***********************************************************************
 TF1359  DESIGNATION -  N 7 Z
 TF1359  PID         -  TF1359
 TF1359  STATE/COUNTY-  ND/RENVILLE
 TF1359  USGS QUAD   -  GRANO NE (1949)
 TF1359
 TF1359                         *CURRENT SURVEY CONTROL
 TF1359  ___________________________________________________________________
 TF1359* NAD 83(1986)-  48 37 35.     (N)    101 36 13.     (W)     SCALED    
 TF1359* NAVD 88     -       527.877  (meters)    1731.88   (feet)  ADJUSTED  
 TF1359  ___________________________________________________________________
 TF1359  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 TF1359  DYNAMIC HT  -         527.983 (meters)    1732.22  (feet)  COMP
 TF1359  MODELED GRAV-     980,793.6   (mgal)                       NAVD 88
 TF1359
 TF1359  VERT ORDER  -  SECOND    CLASS 0
 TF1359
 TF1359.The horizontal coordinates were scaled from a topographic map and have
 TF1359.an estimated accuracy of +/- 6 seconds.
 TF1359
 TF1359.The orthometric height was determined by differential leveling
 TF1359.and adjusted by the National Geodetic Survey in June 1991..
 TF1359
 TF1359.The geoid height was determined by GEOID03.
 TF1359
 TF1359.The dynamic height is computed by dividing the NAVD 88
 TF1359.geopotential number by the normal gravity value computed on the
 TF1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1359.degrees latitude (g = 980.6199 gals.).
 TF1359
 TF1359.The modeled gravity was interpolated from observed gravity values.
 TF1359
 TF1359;                    North         East    Units  Estimated Accuracy
 TF1359;SPC ND N     -   181,410.      518,650.      MT  (+/- 180 meters Scaled)
 TF1359
 TF1359                          SUPERSEDED SURVEY CONTROL
 TF1359
 TF1359  NGVD 29 (??/??/92)  527.52   (m)         1730.7    (f) COMPUTED    2 0
 TF1359
 TF1359.Superseded values are not recommended for survey control.
 TF1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1359.See file dsdata.txt to determine how the superseded data were derived.
 TF1359
 TF1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU081891(NAD 83)
 TF1359_MARKER: DS = TRIANGULATION STATION DISK
 TF1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1359_STAMPING: N 7 Z 1963
 TF1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1359+STABILITY: SURFACE MOTION
 TF1359
 TF1359  HISTORY     - Date     Condition        Report By
 TF1359  HISTORY     - 1963     MONUMENTED       CGS
 TF1359
 TF1359                          STATION DESCRIPTION
 TF1359
 TF1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1359'1.4 MI NW FROM GRANO.
 TF1359'ABOUT 0.85 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1359'GRANO, THENCE 0.55 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 1, T
 TF1359'159 N, R 85 W, AT A DRIVEWAY LEADING EAST TO A FARM HOUSE, 48 FEET
 TF1359'EAST OF THE CENTER LINE OF THE ROAD, 74 FEET NORTH OF THE CENTER LINE
 TF1359'OF THE DRIVEWAY, 6 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET WEST
 TF1359'OF A FENCE, 7.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 TF1359'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF1359'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1357 ***********************************************************************
 TF1357  DESIGNATION -  N 7 Z AZ MK
 TF1357  PID         -  TF1357
 TF1357  STATE/COUNTY-  ND/RENVILLE
 TF1357  USGS QUAD   -  GRANO (1949)
 TF1357
 TF1357                         *CURRENT SURVEY CONTROL
 TF1357  ___________________________________________________________________
 TF1357* NAD 83(1986)-  48 37 10.     (N)    101 36 12.     (W)     SCALED    
 TF1357* NAVD 88     -       525.476  (meters)    1724.00   (feet)  ADJUSTED  
 TF1357  ___________________________________________________________________
 TF1357  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF1357  DYNAMIC HT  -         525.580 (meters)    1724.34  (feet)  COMP
 TF1357  MODELED GRAV-     980,793.1   (mgal)                       NAVD 88
 TF1357
 TF1357  VERT ORDER  -  SECOND    CLASS 0
 TF1357
 TF1357.The horizontal coordinates were scaled from a topographic map and have
 TF1357.an estimated accuracy of +/- 6 seconds.
 TF1357
 TF1357.The orthometric height was determined by differential leveling
 TF1357.and adjusted by the National Geodetic Survey in June 1991..
 TF1357
 TF1357.The geoid height was determined by GEOID03.
 TF1357
 TF1357.The dynamic height is computed by dividing the NAVD 88
 TF1357.geopotential number by the normal gravity value computed on the
 TF1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1357.degrees latitude (g = 980.6199 gals.).
 TF1357
 TF1357.The modeled gravity was interpolated from observed gravity values.
 TF1357
 TF1357;                    North         East    Units  Estimated Accuracy
 TF1357;SPC ND N     -   180,640.      518,660.      MT  (+/- 180 meters Scaled)
 TF1357
 TF1357                          SUPERSEDED SURVEY CONTROL
 TF1357
 TF1357  NGVD 29 (??/??/92)  525.12   (m)         1722.8    (f) COMPUTED    2 0
 TF1357
 TF1357.Superseded values are not recommended for survey control.
 TF1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1357.See file dsdata.txt to determine how the superseded data were derived.
 TF1357
 TF1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU081884(NAD 83)
 TF1357_MARKER: DZ = AZIMUTH MARK DISK
 TF1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1357_STAMPING: N 7 Z 1963
 TF1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1357+STABILITY: SURFACE MOTION
 TF1357
 TF1357  HISTORY     - Date     Condition        Report By
 TF1357  HISTORY     - 1963     MONUMENTED       CGS
 TF1357
 TF1357                          STATION DESCRIPTION
 TF1357
 TF1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1357'0.85 MI W FROM GRANO.
 TF1357'ABOUT 0.85 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1357'GRANO, IN SECTION 1, T 159 N, R 85 W, AT A ROAD CROSSING, ABOUT 0.2
 TF1357'MILES WEST OF MILE POST 577, 310 FEET NORTH OF THE NORTH RAIL, 32 FEET
 TF1357'EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A METAL WITNESS
 TF1357'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF1357'PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1360 ***********************************************************************
 TF1360  DESIGNATION -  N 7 Z RM 1
 TF1360  PID         -  TF1360
 TF1360  STATE/COUNTY-  ND/RENVILLE
 TF1360  USGS QUAD   -  GRANO NE (1949)
 TF1360
 TF1360                         *CURRENT SURVEY CONTROL
 TF1360  ___________________________________________________________________
 TF1360* NAD 83(1986)-  48 37 35.     (N)    101 36 13.     (W)     SCALED    
 TF1360* NAVD 88     -       527.636  (meters)    1731.09   (feet)  ADJUSTED  
 TF1360  ___________________________________________________________________
 TF1360  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 TF1360  DYNAMIC HT  -         527.741 (meters)    1731.43  (feet)  COMP
 TF1360  MODELED GRAV-     980,793.6   (mgal)                       NAVD 88
 TF1360
 TF1360  VERT ORDER  -  SECOND    CLASS 0
 TF1360
 TF1360.The horizontal coordinates were scaled from a topographic map and have
 TF1360.an estimated accuracy of +/- 6 seconds.
 TF1360
 TF1360.The orthometric height was determined by differential leveling
 TF1360.and adjusted by the National Geodetic Survey in June 1991..
 TF1360
 TF1360.The geoid height was determined by GEOID03.
 TF1360
 TF1360.The dynamic height is computed by dividing the NAVD 88
 TF1360.geopotential number by the normal gravity value computed on the
 TF1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1360.degrees latitude (g = 980.6199 gals.).
 TF1360
 TF1360.The modeled gravity was interpolated from observed gravity values.
 TF1360
 TF1360;                    North         East    Units  Estimated Accuracy
 TF1360;SPC ND N     -   181,410.      518,650.      MT  (+/- 180 meters Scaled)
 TF1360
 TF1360                          SUPERSEDED SURVEY CONTROL
 TF1360
 TF1360  NGVD 29 (??/??/92)  527.28   (m)         1729.9    (f) COMPUTED    2 0
 TF1360
 TF1360.Superseded values are not recommended for survey control.
 TF1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1360.See file dsdata.txt to determine how the superseded data were derived.
 TF1360
 TF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU081891(NAD 83)
 TF1360_MARKER: DR = REFERENCE MARK DISK
 TF1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1360_STAMPING: N 7 Z NO 1 1963
 TF1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1360+STABILITY: SURFACE MOTION
 TF1360
 TF1360  HISTORY     - Date     Condition        Report By
 TF1360  HISTORY     - 1963     MONUMENTED       CGS
 TF1360
 TF1360                          STATION DESCRIPTION
 TF1360
 TF1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1360'1.4 MI NW FROM GRANO.
 TF1360'ABOUT 0.85 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1360'GRANO, THENCE 0.55 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 1, T
 TF1360'159 N, R 85 W, AT A DRIVEWAY LEADING EAST TO A FARM HOUSE, 49 FEET
 TF1360'EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A FENCE, 30.8
 TF1360'FEET NORTH OF N 7 Z 1963, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 TF1360'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1358 ***********************************************************************
 TF1358  DESIGNATION -  N 7 Z RM 2
 TF1358  PID         -  TF1358
 TF1358  STATE/COUNTY-  ND/RENVILLE
 TF1358  USGS QUAD   -  GRANO NE (1949)
 TF1358
 TF1358                         *CURRENT SURVEY CONTROL
 TF1358  ___________________________________________________________________
 TF1358* NAD 83(1986)-  48 37 34.     (N)    101 36 13.     (W)     SCALED    
 TF1358* NAVD 88     -       527.277  (meters)    1729.91   (feet)  ADJUSTED  
 TF1358  ___________________________________________________________________
 TF1358  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 TF1358  DYNAMIC HT  -         527.382 (meters)    1730.25  (feet)  COMP
 TF1358  MODELED GRAV-     980,793.5   (mgal)                       NAVD 88
 TF1358
 TF1358  VERT ORDER  -  SECOND    CLASS 0
 TF1358
 TF1358.The horizontal coordinates were scaled from a topographic map and have
 TF1358.an estimated accuracy of +/- 6 seconds.
 TF1358
 TF1358.The orthometric height was determined by differential leveling
 TF1358.and adjusted by the National Geodetic Survey in June 1991..
 TF1358
 TF1358.The geoid height was determined by GEOID03.
 TF1358
 TF1358.The dynamic height is computed by dividing the NAVD 88
 TF1358.geopotential number by the normal gravity value computed on the
 TF1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1358.degrees latitude (g = 980.6199 gals.).
 TF1358
 TF1358.The modeled gravity was interpolated from observed gravity values.
 TF1358
 TF1358;                    North         East    Units  Estimated Accuracy
 TF1358;SPC ND N     -   181,380.      518,650.      MT  (+/- 180 meters Scaled)
 TF1358
 TF1358                          SUPERSEDED SURVEY CONTROL
 TF1358
 TF1358  NGVD 29 (??/??/92)  526.92   (m)         1728.7    (f) COMPUTED    2 0
 TF1358
 TF1358.Superseded values are not recommended for survey control.
 TF1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1358.See file dsdata.txt to determine how the superseded data were derived.
 TF1358
 TF1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU081891(NAD 83)
 TF1358_MARKER: DR = REFERENCE MARK DISK
 TF1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1358_STAMPING: N 7 Z NO 2 1963
 TF1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1358+STABILITY: SURFACE MOTION
 TF1358
 TF1358  HISTORY     - Date     Condition        Report By
 TF1358  HISTORY     - 1963     MONUMENTED       CGS
 TF1358
 TF1358                          STATION DESCRIPTION
 TF1358
 TF1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1358'1.4 MI NW FROM GRANO.
 TF1358'ABOUT 0.85 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1358'GRANO, THENCE 0.55 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 1, T
 TF1358'159 N, R 85 W, AT A DRIVEWAY LEADING EAST TO A FARM HOUSE, 28 FEET
 TF1358'EAST OF THE CENTER LINE OF THE ROAD, 61 FEET NORTH OF THE CENTER LINE
 TF1358'OF THE DRIVEWAY, 27.8 FEET SOUTHWEST OF N 7 Z 1963, ABOUT 2 1/2 FEET
 TF1358'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF1358'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0869 ***********************************************************************
 SM0869  DESIGNATION -  N 70
 SM0869  PID         -  SM0869
 SM0869  STATE/COUNTY-  ND/KIDDER
 SM0869  USGS QUAD   -  SENIOR LAKE (1978)
 SM0869
 SM0869                         *CURRENT SURVEY CONTROL
 SM0869  ___________________________________________________________________
 SM0869* NAD 83(1986)-  47 17 08.     (N)    099 58 08.     (W)     SCALED    
 SM0869* NAVD 88     -       616.355  (meters)    2022.16   (feet)  ADJUSTED  
 SM0869  ___________________________________________________________________
 SM0869  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SM0869  DYNAMIC HT  -         616.390 (meters)    2022.27  (feet)  COMP
 SM0869  MODELED GRAV-     980,650.0   (mgal)                       NAVD 88
 SM0869
 SM0869  VERT ORDER  -  SECOND    CLASS 0
 SM0869
 SM0869.The horizontal coordinates were scaled from a topographic map and have
 SM0869.an estimated accuracy of +/- 6 seconds.
 SM0869
 SM0869.The orthometric height was determined by differential leveling
 SM0869.and adjusted by the National Geodetic Survey in June 1991..
 SM0869
 SM0869.The geoid height was determined by GEOID03.
 SM0869
 SM0869.The dynamic height is computed by dividing the NAVD 88
 SM0869.geopotential number by the normal gravity value computed on the
 SM0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0869.degrees latitude (g = 980.6199 gals.).
 SM0869
 SM0869.The modeled gravity was interpolated from observed gravity values.
 SM0869
 SM0869;                    North         East    Units  Estimated Accuracy
 SM0869;SPC ND S     -   180,090.      640,180.      MT  (+/- 180 meters Scaled)
 SM0869
 SM0869                          SUPERSEDED SURVEY CONTROL
 SM0869
 SM0869  NGVD 29 (??/??/92)  615.93   (m)         2020.8    (f) COMPUTED    2 0
 SM0869
 SM0869.Superseded values are not recommended for survey control.
 SM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0869.See file dsdata.txt to determine how the superseded data were derived.
 SM0869
 SM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT267373(NAD 83)
 SM0869_MARKER: DB = BENCH MARK DISK
 SM0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0869_STAMPING: N-70 1934
 SM0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0869+STABILITY: SURFACE MOTION
 SM0869
 SM0869  HISTORY     - Date     Condition        Report By
 SM0869  HISTORY     - 1934     MONUMENTED       CGS
 SM0869  HISTORY     - 1940     GOOD             NGS
 SM0869
 SM0869                          STATION DESCRIPTION
 SM0869
 SM0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SM0869'11.1 MI N FROM TUTTLE.
 SM0869'IN KIDDER COUNTY, ABOUT 11.1 NORTH ALONG STATE HIGHWAY 3, FROM THE
 SM0869'STATION AT TUTTLE, 67 FEET NORTHEAST OF THE INTERSECTION OF A SECTION
 SM0869'LINE ROAD, 29.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY., 1.6 FEET
 SM0869'NORTH OF A WHITE WOODEN POST STENCILED U.S. B.M.  A STANDARD DISK SET
 SM0869'IN THE TOP OF A CONCRETE POST AND PROJECTING 4-INCHES ABOVE THE
 SM0869'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0870 ***********************************************************************
 SM0870  DESIGNATION -  N 70 RESET
 SM0870  PID         -  SM0870
 SM0870  STATE/COUNTY-  ND/KIDDER
 SM0870  USGS QUAD   -  SENIOR LAKE (1978)
 SM0870
 SM0870                         *CURRENT SURVEY CONTROL
 SM0870  ___________________________________________________________________
 SM0870* NAD 83(1986)-  47 17 08.     (N)    099 58 09.     (W)     SCALED    
 SM0870* NAVD 88     -       615.38   (+/-2cm)    2019.0    (feet)  VERTCON   
 SM0870  ___________________________________________________________________
 SM0870  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 SM0870
 SM0870  VERT ORDER  -  THIRD (See Below)
 SM0870
 SM0870.The horizontal coordinates were scaled from a topographic map and have
 SM0870.an estimated accuracy of +/- 6 seconds.
 SM0870
 SM0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0870.The vertical order pertains to the NGVD 29 superseded value.
 SM0870
 SM0870.The geoid height was determined by GEOID03.
 SM0870
 SM0870;                    North         East    Units  Estimated Accuracy
 SM0870;SPC ND S     -   180,090.      640,160.      MT  (+/- 180 meters Scaled)
 SM0870
 SM0870                          SUPERSEDED SURVEY CONTROL
 SM0870
 SM0870  NGVD 29 (??/??/??)  614.95   (m)         2017.5    (f) RESET       3  
 SM0870
 SM0870.Superseded values are not recommended for survey control.
 SM0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0870.See file dsdata.txt to determine how the superseded data were derived.
 SM0870
 SM0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT267373(NAD 83)
 SM0870_MARKER: DB = BENCH MARK DISK
 SM0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0870_STAMPING: N 70 RESET 1956
 SM0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0870+STABILITY: SURFACE MOTION
 SM0870
 SM0870  HISTORY     - Date     Condition        Report By
 SM0870  HISTORY     - 1956     MONUMENTED       CGS
 SM0870
 SM0870                          STATION DESCRIPTION
 SM0870
 SM0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0870'11.7 MI NE FROM TUTTLE.
 SM0870'1.5 MILES EAST ALONG STATE HIGHWAY 36 FROM THE NORTHERN PACIFIC
 SM0870'RAILWAY STATION AT TUTTLE, KIDDER COUNTY, 10.2 MILES NORTH ALONG STATE
 SM0870'HIGHWAY 3.  IN THE NORTHWEST ANGLE OF A CROSSROADS, 77 FEET NORTH OF
 SM0870'THE CENTERLINE OF THE SECTION-LINE ROAD, 3 FEET NORTHEAST OF A POWER
 SM0870'POLE, AND 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 SM0870'STAMPED N 70 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST
 SM0870'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1261 ***********************************************************************
 TE1261  DESIGNATION -  N 73
 TE1261  PID         -  TE1261
 TE1261  STATE/COUNTY-  ND/BENSON
 TE1261  USGS QUAD   -  BRINSMADE (1978)
 TE1261
 TE1261                         *CURRENT SURVEY CONTROL
 TE1261  ___________________________________________________________________
 TE1261* NAD 83(1986)-  48 10 57.     (N)    099 19 26.     (W)     SCALED    
 TE1261* NAVD 88     -       476.844  (meters)    1564.45   (feet)  ADJUSTED  
 TE1261  ___________________________________________________________________
 TE1261  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE1261  DYNAMIC HT  -         476.923 (meters)    1564.70  (feet)  COMP
 TE1261  MODELED GRAV-     980,761.5   (mgal)                       NAVD 88
 TE1261
 TE1261  VERT ORDER  -  FIRST     CLASS II
 TE1261
 TE1261.The horizontal coordinates were scaled from a topographic map and have
 TE1261.an estimated accuracy of +/- 6 seconds.
 TE1261
 TE1261.The orthometric height was determined by differential leveling
 TE1261.and adjusted by the National Geodetic Survey in June 1991..
 TE1261
 TE1261.The geoid height was determined by GEOID03.
 TE1261
 TE1261.The dynamic height is computed by dividing the NAVD 88
 TE1261.geopotential number by the normal gravity value computed on the
 TE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1261.degrees latitude (g = 980.6199 gals.).
 TE1261
 TE1261.The modeled gravity was interpolated from observed gravity values.
 TE1261
 TE1261;                    North         East    Units  Estimated Accuracy
 TE1261;SPC ND N     -   132,140.      687,450.      MT  (+/- 180 meters Scaled)
 TE1261
 TE1261                          SUPERSEDED SURVEY CONTROL
 TE1261
 TE1261  NGVD 29 (??/??/92)  476.458  (m)         1563.18   (f) ADJ UNCH    1 2
 TE1261
 TE1261.Superseded values are not recommended for survey control.
 TE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1261.See file dsdata.txt to determine how the superseded data were derived.
 TE1261
 TE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU759366(NAD 83)
 TE1261_MARKER: DB = BENCH MARK DISK
 TE1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1261_STAMPING: N 73 1934
 TE1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1261+STABILITY: SURFACE MOTION
 TE1261
 TE1261  HISTORY     - Date     Condition        Report By
 TE1261  HISTORY     - 1934     MONUMENTED       CGS
 TE1261  HISTORY     - 1935     GOOD             NGS
 TE1261  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1261
 TE1261                          STATION DESCRIPTION
 TE1261
 TE1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE1261'IN BRINSMADE.
 TE1261'AT BRINSMADE, BENSON COUNTY, 52 FEET WEST OF THE NORTHWEST CORNER OF
 TE1261'THE NORTHERN PACIFIC RAILWAY STATION, ON THE LINE BETWEEN SECTIONS 6
 TE1261'AND 7, T 154 N, R 67 W, ABOUT 150 FEET NORTHWEST OF THE CENTERLINE OF
 TE1261'U.S. HIGHWAY 281, 34.2 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 TE1261'16.6 FEET EAST OF AN 8-INCH BOX-OLDER TREE.  A STANDARD DISK, STAMPED
 TE1261'N 73 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 TE1261'INCHES ABOVE GROUND.
 TE1261
 TE1261                          STATION RECOVERY (1982)
 TE1261
 TE1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1261'SEARCHED FOR BUT NOT FOUND, ALSO, THE RAILROAD TRACKS HAVE BEEN
 TE1261'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0544 ***********************************************************************
 SM0544  DESIGNATION -  N 74
 SM0544  PID         -  SM0544
 SM0544  STATE/COUNTY-  ND/FOSTER
 SM0544  USGS QUAD   -  BORDULAC NE (1951)
 SM0544
 SM0544                         *CURRENT SURVEY CONTROL
 SM0544  ___________________________________________________________________
 SM0544* NAD 83(1986)-  47 27 26.     (N)    098 51 44.     (W)     SCALED    
 SM0544* NAVD 88     -       463.180  (meters)    1519.62   (feet)  ADJUSTED  
 SM0544  ___________________________________________________________________
 SM0544  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SM0544  DYNAMIC HT  -         463.235 (meters)    1519.80  (feet)  COMP
 SM0544  MODELED GRAV-     980,718.0   (mgal)                       NAVD 88
 SM0544
 SM0544  VERT ORDER  -  SECOND    CLASS 0
 SM0544
 SM0544.The horizontal coordinates were scaled from a topographic map and have
 SM0544.an estimated accuracy of +/- 6 seconds.
 SM0544
 SM0544.The orthometric height was determined by differential leveling
 SM0544.and adjusted by the National Geodetic Survey in June 1991..
 SM0544
 SM0544.The geoid height was determined by GEOID03.
 SM0544
 SM0544.The dynamic height is computed by dividing the NAVD 88
 SM0544.geopotential number by the normal gravity value computed on the
 SM0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0544.degrees latitude (g = 980.6199 gals.).
 SM0544
 SM0544.The modeled gravity was interpolated from observed gravity values.
 SM0544
 SM0544;                    North         East    Units  Estimated Accuracy
 SM0544;SPC ND N     -    52,150.      723,490.      MT  (+/- 180 meters Scaled)
 SM0544
 SM0544                          SUPERSEDED SURVEY CONTROL
 SM0544
 SM0544  NGVD 29 (??/??/92)  462.81   (m)         1518.4    (f) COMPUTED    2 0
 SM0544
 SM0544.Superseded values are not recommended for survey control.
 SM0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0544.See file dsdata.txt to determine how the superseded data were derived.
 SM0544
 SM0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT103559(NAD 83)
 SM0544_MARKER: DB = BENCH MARK DISK
 SM0544_SETTING: 0 = UNSPECIFIED SETTING
 SM0544_STAMPING: N-74 1934
 SM0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SM0544
 SM0544  HISTORY     - Date     Condition        Report By
 SM0544  HISTORY     - 1934     MONUMENTED       CGS
 SM0544  HISTORY     - 1935     GOOD             NGS
 SM0544
 SM0544                          STATION DESCRIPTION
 SM0544
 SM0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SM0544'12.8 MI E FROM CARRINGTON.
 SM0544'12.8 MILES EAST OF CARRINGTON, ALONG ST. HWY. NO. 7, FROM FOSTER
 SM0544'COUNTY COURTHOUSE.  R 64 W, T 146 N, SEC. 18, AT CORNER OF SECTIONS
 SM0544'17, 18, 19, 20, SET IN SOUTHEAST CORNER OF SEC. 18.  ABOUT 0.1 MILE
 SM0544'WEST OF SMALL GROVE OF TREES.  53 FEET NORTHWEST OF CENTERLINE OF
 SM0544'INTERSECTION OF ST. HWY. NO. 7 AND CROSS ROAD.  42 FEET WEST OF
 SM0544'CENTERLINE OF CROSSROAD.  30 FEET NORTH OF CENTERLINE OF ST. HWY. NO.
 SM0544'7.  7.2 FEET WEST OF SOUTHEAST CORNER OF FENCE.  3.4 FT. SOUTH OF
 SM0544'EAST-WEST BARBWIRE FENCE.  ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0545 ***********************************************************************
 SM0545  DESIGNATION -  N 74 RESET
 SM0545  PID         -  SM0545
 SM0545  STATE/COUNTY-  ND/FOSTER
 SM0545  USGS QUAD   -  BORDULAC NE (1951)
 SM0545
 SM0545                         *CURRENT SURVEY CONTROL
 SM0545  ___________________________________________________________________
 SM0545* NAD 83(1986)-  47 27 25.     (N)    098 51 44.     (W)     SCALED    
 SM0545* NAVD 88     -       463.12   (+/-2cm)    1519.4    (feet)  VERTCON   
 SM0545  ___________________________________________________________________
 SM0545  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 SM0545
 SM0545  VERT ORDER  -  THIRD (See Below)
 SM0545
 SM0545.The horizontal coordinates were scaled from a topographic map and have
 SM0545.an estimated accuracy of +/- 6 seconds.
 SM0545
 SM0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0545.The vertical order pertains to the NGVD 29 superseded value.
 SM0545
 SM0545.The geoid height was determined by GEOID03.
 SM0545
 SM0545;                    North         East    Units  Estimated Accuracy
 SM0545;SPC ND N     -    52,120.      723,490.      MT  (+/- 180 meters Scaled)
 SM0545
 SM0545                          SUPERSEDED SURVEY CONTROL
 SM0545
 SM0545  NGVD 29 (??/??/??)  462.75   (m)         1518.2    (f) RESET       3  
 SM0545
 SM0545.Superseded values are not recommended for survey control.
 SM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0545.See file dsdata.txt to determine how the superseded data were derived.
 SM0545
 SM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT103559(NAD 83)
 SM0545_MARKER: DB = BENCH MARK DISK
 SM0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0545_STAMPING: N 74 RESET 1948
 SM0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0545+STABILITY: SURFACE MOTION
 SM0545
 SM0545  HISTORY     - Date     Condition        Report By
 SM0545  HISTORY     - 1948     MONUMENTED       NDHD
 SM0545  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0545
 SM0545                          STATION DESCRIPTION
 SM0545
 SM0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0545'12.8 MI E FROM CARRINGTON.
 SM0545'12.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 SM0545'CARRINGTON, FOSTER COUNTY, AT THE SOUTHEAST CORNER OF SEC. 18, T. 146
 SM0545'N., R. 64 IN., 80 FEET NORTH AND 52 FEET WEST OF THE ASSUMED SECTION
 SM0545'CORNER.  A STANDARD DISK, STAMPED N 74 RESET 1948 AND SET IN THE TOP
 SM0545'OF A CONCRETE POST.  NOTE-- LOCATION HAS BEEN UNDER CULTIVATION SO
 SM0545'THIS MARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0839 ***********************************************************************
 SM0839  DESIGNATION -  N 75
 SM0839  PID         -  SM0839
 SM0839  STATE/COUNTY-  ND/WELLS
 SM0839  USGS QUAD   -  CHASELEY (1978)
 SM0839
 SM0839                         *CURRENT SURVEY CONTROL
 SM0839  ___________________________________________________________________
 SM0839* NAD 83(1986)-  47 27 06.     (N)    099 49 04.     (W)     SCALED    
 SM0839* NAVD 88     -       564.809  (meters)    1853.04   (feet)  ADJUSTED  
 SM0839  ___________________________________________________________________
 SM0839  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 SM0839  DYNAMIC HT  -         564.862 (meters)    1853.22  (feet)  COMP
 SM0839  MODELED GRAV-     980,688.0   (mgal)                       NAVD 88
 SM0839
 SM0839  VERT ORDER  -  SECOND    CLASS 0
 SM0839
 SM0839.The horizontal coordinates were scaled from a topographic map and have
 SM0839.an estimated accuracy of +/- 6 seconds.
 SM0839
 SM0839.The orthometric height was determined by differential leveling
 SM0839.and adjusted by the National Geodetic Survey in June 1991..
 SM0839
 SM0839.The geoid height was determined by GEOID03.
 SM0839
 SM0839.The dynamic height is computed by dividing the NAVD 88
 SM0839.geopotential number by the normal gravity value computed on the
 SM0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0839.degrees latitude (g = 980.6199 gals.).
 SM0839
 SM0839.The modeled gravity was interpolated from observed gravity values.
 SM0839
 SM0839;                    North         East    Units  Estimated Accuracy
 SM0839;SPC ND N     -    50,450.      651,450.      MT  (+/- 180 meters Scaled)
 SM0839
 SM0839                          SUPERSEDED SURVEY CONTROL
 SM0839
 SM0839  NGVD 29 (??/??/92)  564.415  (m)         1851.75   (f) ADJ UNCH    2 0
 SM0839
 SM0839.Superseded values are not recommended for survey control.
 SM0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0839.See file dsdata.txt to determine how the superseded data were derived.
 SM0839
 SM0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT383556(NAD 83)
 SM0839_MARKER: DB = BENCH MARK DISK
 SM0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0839_STAMPING: N 75 1934
 SM0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0839+STABILITY: SURFACE MOTION
 SM0839
 SM0839  HISTORY     - Date     Condition        Report By
 SM0839  HISTORY     - 1934     MONUMENTED       CGS
 SM0839  HISTORY     - 1960     GOOD             NGS
 SM0839
 SM0839                          STATION DESCRIPTION
 SM0839
 SM0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0839'IN CHASELEY.
 SM0839'AT CHASELEY, WELLS COUNTY, 185 FEET WEST OF THE SOUTHWEST CORNER OF
 SM0839'THE NORTHERN PACIFIC RAILWAY STATION, 34.4 FEET SOUTH OF THE SOUTH
 SM0839'RAIL OF THE MAIN TRACK, AND 8.9 FEET WEST OF A POLE.  A STANDARD DISK,
 SM0839'STAMPED N 75 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 SM0839'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0101 ***********************************************************************
 SN0101  DESIGNATION -  N 76
 SN0101  PID         -  SN0101
 SN0101  STATE/COUNTY-  ND/MCLEAN
 SN0101  USGS QUAD   -  MERCER (1959)
 SN0101
 SN0101                         *CURRENT SURVEY CONTROL
 SN0101  ___________________________________________________________________
 SN0101* NAD 83(1986)-  47 29 22.     (N)    100 42 50.     (W)     SCALED    
 SN0101* NAVD 88     -       587.460  (meters)    1927.36   (feet)  ADJUSTED  
 SN0101  ___________________________________________________________________
 SN0101  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 SN0101  DYNAMIC HT  -         587.511 (meters)    1927.53  (feet)  COMP
 SN0101  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 SN0101
 SN0101  VERT ORDER  -  SECOND    CLASS 0
 SN0101
 SN0101.The horizontal coordinates were scaled from a topographic map and have
 SN0101.an estimated accuracy of +/- 6 seconds.
 SN0101
 SN0101.The orthometric height was determined by differential leveling
 SN0101.and adjusted by the National Geodetic Survey in June 1991..
 SN0101
 SN0101.The geoid height was determined by GEOID03.
 SN0101
 SN0101.The dynamic height is computed by dividing the NAVD 88
 SN0101.geopotential number by the normal gravity value computed on the
 SN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0101.degrees latitude (g = 980.6199 gals.).
 SN0101
 SN0101.The modeled gravity was interpolated from observed gravity values.
 SN0101
 SN0101;                    North         East    Units  Estimated Accuracy
 SN0101;SPC ND N     -    54,440.      583,880.      MT  (+/- 180 meters Scaled)
 SN0101
 SN0101                          SUPERSEDED SURVEY CONTROL
 SN0101
 SN0101  NGVD 29 (??/??/92)  587.062  (m)         1926.05   (f) ADJ UNCH    2 0
 SN0101
 SN0101.Superseded values are not recommended for survey control.
 SN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0101.See file dsdata.txt to determine how the superseded data were derived.
 SN0101
 SN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT708609(NAD 83)
 SN0101_MARKER: DB = BENCH MARK DISK
 SN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0101_STAMPING: N 76 1934
 SN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0101+STABILITY: SURFACE MOTION
 SN0101
 SN0101  HISTORY     - Date     Condition        Report By
 SN0101  HISTORY     - 1934     MONUMENTED       CGS
 SN0101  HISTORY     - 1958     GOOD             NGS
 SN0101
 SN0101                          STATION DESCRIPTION
 SN0101
 SN0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0101'IN MERCER.
 SN0101'AT MERCER, MCLEAN COUNTY, 210 YARDS WEST OF THE NORTHERN PACIFIC
 SN0101'RAILWAY STATION, 95 YARDS EAST OF MILEPOST 76, 190 YARDS WEST OF THE
 SN0101'CENTERLINE OF STATE HIGHWAY 41, 25 FEET WEST OF THE SWITCH TO A
 SN0101'SIDETRACK, 29.4 FEET NORTH OF THE NORTH RAIL, AND 13 FEET EAST OF A
 SN0101'POLE.  A STANDARD DISK, STAMPED N 76 1934 AND SET IN THE TOP OF A
 SN0101'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0519 ***********************************************************************
 TG0519  DESIGNATION -  N 77
 TG0519  PID         -  TG0519
 TG0519  STATE/COUNTY-  ND/MOUNTRAIL
 TG0519  USGS QUAD   -  BELDEN SE (1981)
 TG0519
 TG0519                         *CURRENT SURVEY CONTROL
 TG0519  ___________________________________________________________________
 TG0519* NAD 83(1986)-  48 06 32.     (N)    102 21 11.     (W)     SCALED    
 TG0519* NAVD 88     -       709.761  (meters)    2328.61   (feet)  ADJUSTED  
 TG0519  ___________________________________________________________________
 TG0519  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0519  DYNAMIC HT  -         709.858 (meters)    2328.93  (feet)  COMP
 TG0519  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TG0519
 TG0519  VERT ORDER  -  SECOND    CLASS 0
 TG0519
 TG0519.The horizontal coordinates were scaled from a topographic map and have
 TG0519.an estimated accuracy of +/- 6 seconds.
 TG0519
 TG0519.The orthometric height was determined by differential leveling
 TG0519.and adjusted by the National Geodetic Survey in June 1991..
 TG0519
 TG0519.The geoid height was determined by GEOID03.
 TG0519
 TG0519.The dynamic height is computed by dividing the NAVD 88
 TG0519.geopotential number by the normal gravity value computed on the
 TG0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0519.degrees latitude (g = 980.6199 gals.).
 TG0519
 TG0519.The modeled gravity was interpolated from observed gravity values.
 TG0519
 TG0519;                    North         East    Units  Estimated Accuracy
 TG0519;SPC ND N     -   124,950.      462,030.      MT  (+/- 180 meters Scaled)
 TG0519
 TG0519                          SUPERSEDED SURVEY CONTROL
 TG0519
 TG0519.No superseded survey control is available for this station.
 TG0519
 TG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP970317(NAD 83)
 TG0519_MARKER: DB = BENCH MARK DISK
 TG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0519_STAMPING: N-77 1934
 TG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0519+STABILITY: SURFACE MOTION
 TG0519
 TG0519  HISTORY     - Date     Condition        Report By
 TG0519  HISTORY     - 1934     MONUMENTED       CGS
 TG0519  HISTORY     - 1940     GOOD             NGS
 TG0519  HISTORY     - 1946     GOOD             NGS
 TG0519
 TG0519                          STATION DESCRIPTION
 TG0519
 TG0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG0519'3 MI S FROM BELDEN.
 TG0519'12.2 MILES NORTH OF THE RAILWAY STATION AT VAN HOOK, 3 MILES SOUTH OF
 TG0519'THE POST OFFICE AT BELDEN, 118 FEET SOUTH OF CENTER LINE OF A ROAD
 TG0519'THAT CROSSES HIGHWAY, 100 FEET SOUTH OF SOUTH END OF CONCRETE
 TG0519'HEAD-WALL OF AN 18-INCH CORRUGATED IRON PIPE CULVERT UNDER COUNTRY
 TG0519'ROAD, 32 FEET EAST OF CENTER LINE OF HIGHWAY AND 1 FOOT SOUTH OF A
 TG0519'WHITE WOODEN POST STENCILED U.S. B.M.  A STANDARD DISK SET IN THE TOP
 TG0519'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 TG0519
 TG0519                          STATION RECOVERY (1946)
 TG0519
 TG0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 TG0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0520 ***********************************************************************
 TG0520  DESIGNATION -  N 77 RESET
 TG0520  PID         -  TG0520
 TG0520  STATE/COUNTY-  ND/MOUNTRAIL
 TG0520  USGS QUAD   -  BELDEN SE (1981)
 TG0520
 TG0520                         *CURRENT SURVEY CONTROL
 TG0520  ___________________________________________________________________
 TG0520* NAD 83(1986)-  48 06 33.     (N)    102 21 11.     (W)     SCALED    
 TG0520* NAVD 88     -       709.558  (meters)    2327.94   (feet)  ADJUSTED  
 TG0520  ___________________________________________________________________
 TG0520  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG0520  DYNAMIC HT  -         709.655 (meters)    2328.26  (feet)  COMP
 TG0520  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TG0520
 TG0520  VERT ORDER  -  SECOND    CLASS 0
 TG0520
 TG0520.The horizontal coordinates were scaled from a topographic map and have
 TG0520.an estimated accuracy of +/- 6 seconds.
 TG0520
 TG0520.The orthometric height was determined by differential leveling
 TG0520.and adjusted by the National Geodetic Survey in June 1991..
 TG0520
 TG0520.The geoid height was determined by GEOID03.
 TG0520
 TG0520.The dynamic height is computed by dividing the NAVD 88
 TG0520.geopotential number by the normal gravity value computed on the
 TG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0520.degrees latitude (g = 980.6199 gals.).
 TG0520
 TG0520.The modeled gravity was interpolated from observed gravity values.
 TG0520
 TG0520;                    North         East    Units  Estimated Accuracy
 TG0520;SPC ND N     -   124,980.      462,030.      MT  (+/- 180 meters Scaled)
 TG0520
 TG0520                          SUPERSEDED SURVEY CONTROL
 TG0520
 TG0520  NGVD 29 (??/??/92)  709.100  (m)         2326.44   (f) ADJ UNCH    2 0
 TG0520
 TG0520.Superseded values are not recommended for survey control.
 TG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0520.See file dsdata.txt to determine how the superseded data were derived.
 TG0520
 TG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP970318(NAD 83)
 TG0520_MARKER: DB = BENCH MARK DISK
 TG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0520_STAMPING: N 77 RESET 1956
 TG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0520+STABILITY: SURFACE MOTION
 TG0520
 TG0520  HISTORY     - Date     Condition        Report By
 TG0520  HISTORY     - 1955     MONUMENTED       CGS
 TG0520  HISTORY     - 1963     GOOD             NGS
 TG0520
 TG0520                          STATION DESCRIPTION
 TG0520
 TG0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0520'3.1 MI S FROM BELDEN.
 TG0520'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0520'BELDEN, 256 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD
 TG0520'INTERSECTION 236 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING
 TG0520'EAST, 101 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 179 FEET SOUTH
 TG0520'OF A POWER POLE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TG0520'WITH THE ROAD LEADING EAST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 TG0520'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, S 2,
 TG0520'R 91 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0357 ***********************************************************************
 SO0357  DESIGNATION -  N 79
 SO0357  PID         -  SO0357
 SO0357  STATE/COUNTY-  ND/DUNN
 SO0357  USGS QUAD   -  HALLIDAY (1973)
 SO0357
 SO0357                         *CURRENT SURVEY CONTROL
 SO0357  ___________________________________________________________________
 SO0357* NAD 83(1986)-  47 21 15.     (N)    102 20 04.     (W)     SCALED    
 SO0357* NAVD 88     -       623.398  (meters)    2045.26   (feet)  ADJUSTED  
 SO0357  ___________________________________________________________________
 SO0357  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 SO0357  DYNAMIC HT  -         623.445 (meters)    2045.42  (feet)  COMP
 SO0357  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 SO0357
 SO0357  VERT ORDER  -  SECOND    CLASS 0
 SO0357
 SO0357.The horizontal coordinates were scaled from a topographic map and have
 SO0357.an estimated accuracy of +/- 6 seconds.
 SO0357
 SO0357.The orthometric height was determined by differential leveling
 SO0357.and adjusted by the National Geodetic Survey in June 1991..
 SO0357.WARNING-Repeat measurements at this control monument indicate possible
 SO0357.vertical movement.
 SO0357
 SO0357.The geoid height was determined by GEOID03.
 SO0357
 SO0357.The dynamic height is computed by dividing the NAVD 88
 SO0357.geopotential number by the normal gravity value computed on the
 SO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0357.degrees latitude (g = 980.6199 gals.).
 SO0357
 SO0357.The modeled gravity was interpolated from observed gravity values.
 SO0357
 SO0357;                    North         East    Units  Estimated Accuracy
 SO0357;SPC ND S     -   189,200.      461,420.      MT  (+/- 180 meters Scaled)
 SO0357
 SO0357                          SUPERSEDED SURVEY CONTROL
 SO0357
 SO0357  NGVD 29 (??/??/92)  622.968  (m)         2043.85   (f) ADJ UNCH    2 0
 SO0357
 SO0357.Superseded values are not recommended for survey control.
 SO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0357.See file dsdata.txt to determine how the superseded data were derived.
 SO0357
 SO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN013479(NAD 83)
 SO0357_MARKER: DB = BENCH MARK DISK
 SO0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0357_STAMPING: N 79 1934
 SO0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0357+STABILITY: SURFACE MOTION
 SO0357
 SO0357  HISTORY     - Date     Condition        Report By
 SO0357  HISTORY     - 1934     MONUMENTED       CGS
 SO0357  HISTORY     - 1958     GOOD             NGS
 SO0357  HISTORY     - 1970     GOOD             NGS
 SO0357
 SO0357                          STATION DESCRIPTION
 SO0357
 SO0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SO0357'0.6 MI NE FROM HALLIDAY.
 SO0357'AT HALLIDAY, ABOUT 0.3 MILE SOUTHEAST ALONG THE NORTHERN PACIFIC
 SO0357'RAILROAD FROM THE STATION, THENCE ABOUT 0.3 MILE NORTH ALONG STATE
 SO0357'HIGHWAY 8, AT THE EAST END OF MAIN STREET, 179 FEET WEST OF THE CENTER
 SO0357'LINE OF HIGHWAY 8, 38 FEET SOUTH OF THE CENTER LINE OF MAIN STREET, 26
 SO0357'FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. REINHOLD BOEPPLES HOUSE,
 SO0357'5 FEET WEST OF A 4-INCH IRON PIPE, 3 INCHES SOUTH OF THE SOUTH EDGE OF
 SO0357'THE SIDEWALK, IN THE TOP OF A CONCRETE POST 14 INCHES BELOW THE TOP OF
 SO0357'THE SIDEWALK, ACCESS THROUGH A 6-INCH HOLE SURROUNDED WITH CONCRETE.
 SO0357
 SO0357                          STATION RECOVERY (1970)
 SO0357
 SO0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SO0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1346 ***********************************************************************
 TG1346  DESIGNATION -  N 8
 TG1346  PID         -  TG1346
 TG1346  STATE/COUNTY-  ND/WILLIAMS
 TG1346  USGS QUAD   -  TRENTON (1976)
 TG1346
 TG1346                         *CURRENT SURVEY CONTROL
 TG1346  ___________________________________________________________________
 TG1346* NAD 83(1986)-  48 03 38.     (N)    103 51 13.     (W)     SCALED    
 TG1346* NAVD 88     -       582.631  (meters)    1911.52   (feet)  ADJUSTED  
 TG1346  ___________________________________________________________________
 TG1346  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 TG1346  DYNAMIC HT  -         582.700 (meters)    1911.74  (feet)  COMP
 TG1346  MODELED GRAV-     980,711.4   (mgal)                       NAVD 88
 TG1346
 TG1346  VERT ORDER  -  FIRST     CLASS II
 TG1346
 TG1346.The horizontal coordinates were scaled from a topographic map and have
 TG1346.an estimated accuracy of +/- 6 seconds.
 TG1346
 TG1346.The orthometric height was determined by differential leveling
 TG1346.and adjusted by the National Geodetic Survey in June 1991..
 TG1346
 TG1346.The geoid height was determined by GEOID03.
 TG1346
 TG1346.The dynamic height is computed by dividing the NAVD 88
 TG1346.geopotential number by the normal gravity value computed on the
 TG1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1346.degrees latitude (g = 980.6199 gals.).
 TG1346
 TG1346.The modeled gravity was interpolated from observed gravity values.
 TG1346
 TG1346;                    North         East    Units  Estimated Accuracy
 TG1346;SPC ND N     -   123,360.      350,120.      MT  (+/- 180 meters Scaled)
 TG1346
 TG1346                          SUPERSEDED SURVEY CONTROL
 TG1346
 TG1346  NGVD 29 (??/??/92)  582.133  (m)         1909.88   (f) ADJ UNCH    1 2
 TG1346
 TG1346.Superseded values are not recommended for survey control.
 TG1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1346.See file dsdata.txt to determine how the superseded data were derived.
 TG1346
 TG1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP854236(NAD 83)
 TG1346_MARKER: B = BOLT
 TG1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1346_SP_SET: ABUTMENT
 TG1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1346
 TG1346  HISTORY     - Date     Condition        Report By
 TG1346  HISTORY     - UNK      MONUMENTED       CGS
 TG1346  HISTORY     - 1935     GOOD             NGS
 TG1346
 TG1346                          STATION DESCRIPTION
 TG1346
 TG1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TG1346'1 MI SW FROM TRENTON.
 TG1346'1 MILE SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG1346'TRENTON, WILLIAMS COUNTY, OPPOSITE THE SECOND POLE NORTHEAST OF
 TG1346'MILEPOST 134, AT BRIDGE 160, AND IN THE TOP OF THE NORTHEAST ABUTMENT.
 TG1346'A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1720 ***********************************************************************
 TF1720  DESIGNATION -  N 8 B 1
 TF1720  PID         -  TF1720
 TF1720  STATE/COUNTY-  ND/RENVILLE
 TF1720  USGS QUAD   -  GREENE (1949)
 TF1720
 TF1720                         *CURRENT SURVEY CONTROL
 TF1720  ___________________________________________________________________
 TF1720* NAD 83(1986)-  48 41 39.     (N)    101 37 54.     (W)     SCALED    
 TF1720* NAVD 88     -       535.237  (meters)    1756.02   (feet)  ADJUSTED  
 TF1720  ___________________________________________________________________
 TF1720  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF1720  DYNAMIC HT  -         535.347 (meters)    1756.38  (feet)  COMP
 TF1720  MODELED GRAV-     980,799.0   (mgal)                       NAVD 88
 TF1720
 TF1720  VERT ORDER  -  SECOND    CLASS 0
 TF1720
 TF1720.The horizontal coordinates were scaled from a topographic map and have
 TF1720.an estimated accuracy of +/- 6 seconds.
 TF1720
 TF1720.The orthometric height was determined by differential leveling
 TF1720.and adjusted by the National Geodetic Survey in June 1991..
 TF1720
 TF1720.The geoid height was determined by GEOID03.
 TF1720
 TF1720.The dynamic height is computed by dividing the NAVD 88
 TF1720.geopotential number by the normal gravity value computed on the
 TF1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1720.degrees latitude (g = 980.6199 gals.).
 TF1720
 TF1720.The modeled gravity was interpolated from observed gravity values.
 TF1720
 TF1720;                    North         East    Units  Estimated Accuracy
 TF1720;SPC ND N     -   188,980.      516,690.      MT  (+/- 180 meters Scaled)
 TF1720
 TF1720                          SUPERSEDED SURVEY CONTROL
 TF1720
 TF1720  NGVD 29 (??/??/92)  534.87   (m)         1754.8    (f) COMPUTED    2 0
 TF1720
 TF1720.Superseded values are not recommended for survey control.
 TF1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1720.See file dsdata.txt to determine how the superseded data were derived.
 TF1720
 TF1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU063968(NAD 83)
 TF1720_MARKER: DD = SURVEY DISK
 TF1720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1720_SP_SET: CONCRETE CYLINDER
 TF1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1720
 TF1720  HISTORY     - Date     Condition        Report By
 TF1720  HISTORY     - UNK      MONUMENTED       DOD
 TF1720  HISTORY     - 1963     GOOD             NGS
 TF1720
 TF1720                          STATION DESCRIPTION
 TF1720
 TF1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1720'5.65 MI NE FROM GREENE.
 TF1720'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1720'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 2.65
 TF1720'MILES EAST ALONG A GRAVELED ROAD TO A DRIVEWAY ON THE LEFT, THENCE
 TF1720'0.15 MILE ACROSS COUNTRY, ABOUT 0.25 MILE NORTHEAST OF A FARM HOUSE,
 TF1720'AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TF1720'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TF1720'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1721 ***********************************************************************
 TF1721  DESIGNATION -  N 8 B 2
 TF1721  PID         -  TF1721
 TF1721  STATE/COUNTY-  ND/RENVILLE
 TF1721  USGS QUAD   -  GREENE (1949)
 TF1721
 TF1721                         *CURRENT SURVEY CONTROL
 TF1721  ___________________________________________________________________
 TF1721* NAD 83(1986)-  48 41 52.     (N)    101 37 44.     (W)     SCALED    
 TF1721* NAVD 88     -       533.148  (meters)    1749.17   (feet)  ADJUSTED  
 TF1721  ___________________________________________________________________
 TF1721  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 TF1721  DYNAMIC HT  -         533.258 (meters)    1749.53  (feet)  COMP
 TF1721  MODELED GRAV-     980,799.3   (mgal)                       NAVD 88
 TF1721
 TF1721  VERT ORDER  -  SECOND    CLASS 0
 TF1721
 TF1721.The horizontal coordinates were scaled from a topographic map and have
 TF1721.an estimated accuracy of +/- 6 seconds.
 TF1721
 TF1721.The orthometric height was determined by differential leveling
 TF1721.and adjusted by the National Geodetic Survey in June 1991..
 TF1721
 TF1721.The geoid height was determined by GEOID03.
 TF1721
 TF1721.The dynamic height is computed by dividing the NAVD 88
 TF1721.geopotential number by the normal gravity value computed on the
 TF1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1721.degrees latitude (g = 980.6199 gals.).
 TF1721
 TF1721.The modeled gravity was interpolated from observed gravity values.
 TF1721
 TF1721;                    North         East    Units  Estimated Accuracy
 TF1721;SPC ND N     -   189,380.      516,900.      MT  (+/- 180 meters Scaled)
 TF1721
 TF1721                          SUPERSEDED SURVEY CONTROL
 TF1721
 TF1721  NGVD 29 (??/??/92)  532.78   (m)         1748.0    (f) COMPUTED    2 0
 TF1721
 TF1721.Superseded values are not recommended for survey control.
 TF1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1721.See file dsdata.txt to determine how the superseded data were derived.
 TF1721
 TF1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU065971(NAD 83)
 TF1721_MARKER: DD = SURVEY DISK
 TF1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1721_SP_SET: CONCRETE CYLINDER
 TF1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1721
 TF1721  HISTORY     - Date     Condition        Report By
 TF1721  HISTORY     - UNK      MONUMENTED       DOD
 TF1721  HISTORY     - 1963     GOOD             NGS
 TF1721
 TF1721                          STATION DESCRIPTION
 TF1721
 TF1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1721'5.95 MI NE FROM GREENE.
 TF1721'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1721'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 2.65
 TF1721'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTHEAST ACROSS
 TF1721'COUNTRY TO N8 B1 (USAF), THENCE 0.3 MILE NORTHEAST ACROSS COUNTRY AND
 TF1721'IN THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH
 TF1721'WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING
 TF1721'4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1724 ***********************************************************************
 TF1724  DESIGNATION -  N 8 Z
 TF1724  PID         -  TF1724
 TF1724  STATE/COUNTY-  ND/RENVILLE
 TF1724  USGS QUAD   -  GREENE (1949)
 TF1724
 TF1724                         *CURRENT SURVEY CONTROL
 TF1724  ___________________________________________________________________
 TF1724* NAD 83(1986)-  48 41 39.     (N)    101 37 32.     (W)     SCALED    
 TF1724* NAVD 88     -       530.692  (meters)    1741.11   (feet)  ADJUSTED  
 TF1724  ___________________________________________________________________
 TF1724  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 TF1724  DYNAMIC HT  -         530.802 (meters)    1741.47  (feet)  COMP
 TF1724  MODELED GRAV-     980,799.0   (mgal)                       NAVD 88
 TF1724
 TF1724  VERT ORDER  -  SECOND    CLASS 0
 TF1724
 TF1724.The horizontal coordinates were scaled from a topographic map and have
 TF1724.an estimated accuracy of +/- 6 seconds.
 TF1724
 TF1724.The orthometric height was determined by differential leveling
 TF1724.and adjusted by the National Geodetic Survey in June 1991..
 TF1724
 TF1724.The geoid height was determined by GEOID03.
 TF1724
 TF1724.The dynamic height is computed by dividing the NAVD 88
 TF1724.geopotential number by the normal gravity value computed on the
 TF1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1724.degrees latitude (g = 980.6199 gals.).
 TF1724
 TF1724.The modeled gravity was interpolated from observed gravity values.
 TF1724
 TF1724;                    North         East    Units  Estimated Accuracy
 TF1724;SPC ND N     -   188,970.      517,140.      MT  (+/- 180 meters Scaled)
 TF1724
 TF1724                          SUPERSEDED SURVEY CONTROL
 TF1724
 TF1724  NGVD 29 (??/??/92)  530.33   (m)         1739.9    (f) COMPUTED    2 0
 TF1724
 TF1724.Superseded values are not recommended for survey control.
 TF1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1724.See file dsdata.txt to determine how the superseded data were derived.
 TF1724
 TF1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU067967(NAD 83)
 TF1724_MARKER: DS = TRIANGULATION STATION DISK
 TF1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1724_STAMPING: N 8 Z 1963
 TF1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1724+STABILITY: SURFACE MOTION
 TF1724
 TF1724  HISTORY     - Date     Condition        Report By
 TF1724  HISTORY     - 1963     MONUMENTED       CGS
 TF1724
 TF1724                          STATION DESCRIPTION
 TF1724
 TF1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1724'6.15 MI NE FROM GREENE.
 TF1724'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1724'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 3.05
 TF1724'MILES EAST ALONG A GRAVELED ROAD TO N 8 Z 1963 AZIMUTH ON THE LEFT
 TF1724'SIDE OF THE ROAD, THENCE 0.25 MILE NORTH ALONG A FIELD ROAD, 13 1/2
 TF1724'FEET WEST OF THE CENTER LINE OF THE ROAD, 48.2 FEET SOUTH OF N 8 Z
 TF1724'R.M. 2, 48.0 FEET NORTH OF N 8 Z R.M. 1 AND SET IN THE TOP OF A
 TF1724'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1722 ***********************************************************************
 TF1722  DESIGNATION -  N 8 Z AZ MK
 TF1722  PID         -  TF1722
 TF1722  STATE/COUNTY-  ND/RENVILLE
 TF1722  USGS QUAD   -  GREENE (1949)
 TF1722
 TF1722                         *CURRENT SURVEY CONTROL
 TF1722  ___________________________________________________________________
 TF1722* NAD 83(1986)-  48 41 25.     (N)    101 37 32.     (W)     SCALED    
 TF1722* NAVD 88     -       532.020  (meters)    1745.47   (feet)  ADJUSTED  
 TF1722  ___________________________________________________________________
 TF1722  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 TF1722  DYNAMIC HT  -         532.130 (meters)    1745.83  (feet)  COMP
 TF1722  MODELED GRAV-     980,798.6   (mgal)                       NAVD 88
 TF1722
 TF1722  VERT ORDER  -  SECOND    CLASS 0
 TF1722
 TF1722.The horizontal coordinates were scaled from a topographic map and have
 TF1722.an estimated accuracy of +/- 6 seconds.
 TF1722
 TF1722.The orthometric height was determined by differential leveling
 TF1722.and adjusted by the National Geodetic Survey in June 1991..
 TF1722
 TF1722.The geoid height was determined by GEOID03.
 TF1722
 TF1722.The dynamic height is computed by dividing the NAVD 88
 TF1722.geopotential number by the normal gravity value computed on the
 TF1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1722.degrees latitude (g = 980.6199 gals.).
 TF1722
 TF1722.The modeled gravity was interpolated from observed gravity values.
 TF1722
 TF1722;                    North         East    Units  Estimated Accuracy
 TF1722;SPC ND N     -   188,540.      517,140.      MT  (+/- 180 meters Scaled)
 TF1722
 TF1722                          SUPERSEDED SURVEY CONTROL
 TF1722
 TF1722  NGVD 29 (??/??/92)  531.65   (m)         1744.3    (f) COMPUTED    2 0
 TF1722
 TF1722.Superseded values are not recommended for survey control.
 TF1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1722.See file dsdata.txt to determine how the superseded data were derived.
 TF1722
 TF1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU067963(NAD 83)
 TF1722_MARKER: DZ = AZIMUTH MARK DISK
 TF1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1722_STAMPING: N 8 Z 1963
 TF1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1722+STABILITY: SURFACE MOTION
 TF1722
 TF1722  HISTORY     - Date     Condition        Report By
 TF1722  HISTORY     - 1963     MONUMENTED       CGS
 TF1722
 TF1722                          STATION DESCRIPTION
 TF1722
 TF1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1722'5.9 MI NE FROM GREENE.
 TF1722'ABOUT 0.25 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1722'AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE 3.05
 TF1722'MILES EAST ALONG A GRAVELED ROAD, 190 FEET SOUTH OF THE CENTER LINE OF
 TF1722'THE ROAD, 128 1/2 FEET NORTH OF A TELEPHONE POLE, 8 FEET WEST OF THE
 TF1722'CENTER LINE OF A FIELD ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST,
 TF1722'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1725 ***********************************************************************
 TF1725  DESIGNATION -  N 8 Z RM 1
 TF1725  PID         -  TF1725
 TF1725  STATE/COUNTY-  ND/RENVILLE
 TF1725  USGS QUAD   -  GREENE (1949)
 TF1725
 TF1725                         *CURRENT SURVEY CONTROL
 TF1725  ___________________________________________________________________
 TF1725* NAD 83(1986)-  48 41 39.     (N)    101 37 32.     (W)     SCALED    
 TF1725* NAVD 88     -       531.196  (meters)    1742.77   (feet)  ADJUSTED  
 TF1725  ___________________________________________________________________
 TF1725  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 TF1725  DYNAMIC HT  -         531.305 (meters)    1743.12  (feet)  COMP
 TF1725  MODELED GRAV-     980,799.0   (mgal)                       NAVD 88
 TF1725
 TF1725  VERT ORDER  -  SECOND    CLASS 0
 TF1725
 TF1725.The horizontal coordinates were scaled from a topographic map and have
 TF1725.an estimated accuracy of +/- 6 seconds.
 TF1725
 TF1725.The orthometric height was determined by differential leveling
 TF1725.and adjusted by the National Geodetic Survey in June 1991..
 TF1725
 TF1725.The geoid height was determined by GEOID03.
 TF1725
 TF1725.The dynamic height is computed by dividing the NAVD 88
 TF1725.geopotential number by the normal gravity value computed on the
 TF1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1725.degrees latitude (g = 980.6199 gals.).
 TF1725
 TF1725.The modeled gravity was interpolated from observed gravity values.
 TF1725
 TF1725;                    North         East    Units  Estimated Accuracy
 TF1725;SPC ND N     -   188,970.      517,140.      MT  (+/- 180 meters Scaled)
 TF1725
 TF1725                          SUPERSEDED SURVEY CONTROL
 TF1725
 TF1725  NGVD 29 (??/??/92)  530.83   (m)         1741.6    (f) COMPUTED    2 0
 TF1725
 TF1725.Superseded values are not recommended for survey control.
 TF1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1725.See file dsdata.txt to determine how the superseded data were derived.
 TF1725
 TF1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU067967(NAD 83)
 TF1725_MARKER: DR = REFERENCE MARK DISK
 TF1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1725_STAMPING: N 8 Z NO 1 1963
 TF1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1725+STABILITY: SURFACE MOTION
 TF1725
 TF1725  HISTORY     - Date     Condition        Report By
 TF1725  HISTORY     - 1963     MONUMENTED       CGS
 TF1725
 TF1725                          STATION DESCRIPTION
 TF1725
 TF1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1725'6.15 MI NE FROM GREENE.
 TF1725'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1725'STATION AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE
 TF1725'3.05 MILES EAST ALONG A GRAVELED ROAD TO N 8 Z 1963 AZIMUTH ON THE
 TF1725'LEFT SIDE OF THE ROAD, THENCE 0.25 MILE NORTH ALONG A FIELD ROAD, 48
 TF1725'FEET SOUTH OF N 8 Z 1963, 9 FEET WEST OF THE CENTER LINE OF THE ROAD
 TF1725'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1723 ***********************************************************************
 TF1723  DESIGNATION -  N 8 Z RM 2
 TF1723  PID         -  TF1723
 TF1723  STATE/COUNTY-  ND/RENVILLE
 TF1723  USGS QUAD   -  GREENE (1949)
 TF1723
 TF1723                         *CURRENT SURVEY CONTROL
 TF1723  ___________________________________________________________________
 TF1723* NAD 83(1986)-  48 41 39.     (N)    101 37 32.     (W)     SCALED    
 TF1723* NAVD 88     -       530.232  (meters)    1739.60   (feet)  ADJUSTED  
 TF1723  ___________________________________________________________________
 TF1723  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 TF1723  DYNAMIC HT  -         530.341 (meters)    1739.96  (feet)  COMP
 TF1723  MODELED GRAV-     980,799.0   (mgal)                       NAVD 88
 TF1723
 TF1723  VERT ORDER  -  SECOND    CLASS 0
 TF1723
 TF1723.The horizontal coordinates were scaled from a topographic map and have
 TF1723.an estimated accuracy of +/- 6 seconds.
 TF1723
 TF1723.The orthometric height was determined by differential leveling
 TF1723.and adjusted by the National Geodetic Survey in June 1991..
 TF1723
 TF1723.The geoid height was determined by GEOID03.
 TF1723
 TF1723.The dynamic height is computed by dividing the NAVD 88
 TF1723.geopotential number by the normal gravity value computed on the
 TF1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1723.degrees latitude (g = 980.6199 gals.).
 TF1723
 TF1723.The modeled gravity was interpolated from observed gravity values.
 TF1723
 TF1723;                    North         East    Units  Estimated Accuracy
 TF1723;SPC ND N     -   188,970.      517,140.      MT  (+/- 180 meters Scaled)
 TF1723
 TF1723                          SUPERSEDED SURVEY CONTROL
 TF1723
 TF1723  NGVD 29 (??/??/92)  529.87   (m)         1738.4    (f) COMPUTED    2 0
 TF1723
 TF1723.Superseded values are not recommended for survey control.
 TF1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1723.See file dsdata.txt to determine how the superseded data were derived.
 TF1723
 TF1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU067967(NAD 83)
 TF1723_MARKER: DR = REFERENCE MARK DISK
 TF1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1723_STAMPING: N 8 Z NO 2 1963
 TF1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1723+STABILITY: SURFACE MOTION
 TF1723
 TF1723  HISTORY     - Date     Condition        Report By
 TF1723  HISTORY     - 1963     MONUMENTED       CGS
 TF1723
 TF1723                          STATION DESCRIPTION
 TF1723
 TF1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1723'6.15 MI NE FROM GREENE.
 TF1723'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1723'STATION AT GREENE, THENCE 2.6 MILES NORTH ALONG COUNTY ROAD 28, THENCE
 TF1723'3.05 MILES EAST ALONG A GRAVELED ROAD TO N 8 Z 1963 AZIMUTH ON THE
 TF1723'LEFT SIDE OF THE ROAD, THENCE 0.25 MILE NORTH ALONG A FIELD ROAD, 38
 TF1723'FEET WEST OF THE CENTER LINE OF THE ROAD, 48.2 FEET NORTH OF N 8 Z
 TF1723'1963 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0997 ***********************************************************************
 SN0997  DESIGNATION -  N 81
 SN0997  PID         -  SN0997
 SN0997  STATE/COUNTY-  ND/MERCER
 SN0997  USGS QUAD   -  ZAP (1969)
 SN0997
 SN0997                         *CURRENT SURVEY CONTROL
 SN0997  ___________________________________________________________________
 SN0997* NAD 83(1986)-  47 17 10.     (N)    101 55 31.     (W)     SCALED    
 SN0997* NAVD 88     -       562.678  (meters)    1846.05   (feet)  ADJUSTED  
 SN0997  ___________________________________________________________________
 SN0997  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 SN0997  DYNAMIC HT  -         562.710 (meters)    1846.16  (feet)  COMP
 SN0997  MODELED GRAV-     980,651.4   (mgal)                       NAVD 88
 SN0997
 SN0997  VERT ORDER  -  SECOND    CLASS 0
 SN0997
 SN0997.The horizontal coordinates were scaled from a topographic map and have
 SN0997.an estimated accuracy of +/- 6 seconds.
 SN0997
 SN0997.The orthometric height was determined by differential leveling
 SN0997.and adjusted by the National Geodetic Survey in June 1991..
 SN0997
 SN0997.The geoid height was determined by GEOID03.
 SN0997
 SN0997.The dynamic height is computed by dividing the NAVD 88
 SN0997.geopotential number by the normal gravity value computed on the
 SN0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0997.degrees latitude (g = 980.6199 gals.).
 SN0997
 SN0997.The modeled gravity was interpolated from observed gravity values.
 SN0997
 SN0997;                    North         East    Units  Estimated Accuracy
 SN0997;SPC ND S     -   180,990.      492,190.      MT  (+/- 180 meters Scaled)
 SN0997
 SN0997                          SUPERSEDED SURVEY CONTROL
 SN0997
 SN0997  NGVD 29 (??/??/92)  562.271  (m)         1844.72   (f) ADJ UNCH    2 0
 SN0997
 SN0997.Superseded values are not recommended for survey control.
 SN0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0997.See file dsdata.txt to determine how the superseded data were derived.
 SN0997
 SN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT788411(NAD 83)
 SN0997_MARKER: DB = BENCH MARK DISK
 SN0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0997_STAMPING: N 81 1934
 SN0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0997+STABILITY: SURFACE MOTION
 SN0997
 SN0997  HISTORY     - Date     Condition        Report By
 SN0997  HISTORY     - 1934     MONUMENTED       CGS
 SN0997  HISTORY     - 1958     GOOD             NGS
 SN0997  HISTORY     - 1967     POOR             USGS
 SN0997
 SN0997                          STATION DESCRIPTION
 SN0997
 SN0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0997'0.1 MI W FROM ZAP.
 SN0997'0.1 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0997'ZAP, 2 POLES WEST OF MILEPOST 80, 43 FEET SOUTH OF THE SOUTH RAIL OF
 SN0997'THE MAIN TRACK, 89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE
 SN0997'80, 81 FEET SOUTHEAST OF A SWITCH STAND, 1 FOOT SOUTH OF A METAL
 SN0997'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE
 SN0997'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS VERY LOOSE
 SN0997'IN THE GROUND.
 SN0997
 SN0997                          STATION RECOVERY (1967)
 SN0997
 SN0997'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 SN0997'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0380 ***********************************************************************
 SO0380  DESIGNATION -  N 82
 SO0380  PID         -  SO0380
 SO0380  STATE/COUNTY-  ND/DUNN
 SO0380  USGS QUAD   -  KILLDEER (1974)
 SO0380
 SO0380                         *CURRENT SURVEY CONTROL
 SO0380  ___________________________________________________________________
 SO0380* NAD 83(1986)-  47 22 03.     (N)    102 48 01.     (W)     SCALED    
 SO0380* NAVD 88     -       693.914  (meters)    2276.62   (feet)  ADJUSTED  
 SO0380  ___________________________________________________________________
 SO0380  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SO0380  DYNAMIC HT  -         693.954 (meters)    2276.75  (feet)  COMP
 SO0380  MODELED GRAV-     980,647.7   (mgal)                       NAVD 88
 SO0380
 SO0380  VERT ORDER  -  SECOND    CLASS 0
 SO0380
 SO0380.The horizontal coordinates were scaled from a topographic map and have
 SO0380.an estimated accuracy of +/- 6 seconds.
 SO0380
 SO0380.The orthometric height was determined by differential leveling
 SO0380.and adjusted by the National Geodetic Survey in June 1991..
 SO0380
 SO0380.The geoid height was determined by GEOID03.
 SO0380
 SO0380.The dynamic height is computed by dividing the NAVD 88
 SO0380.geopotential number by the normal gravity value computed on the
 SO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0380.degrees latitude (g = 980.6199 gals.).
 SO0380
 SO0380.The modeled gravity was interpolated from observed gravity values.
 SO0380
 SO0380;                    North         East    Units  Estimated Accuracy
 SO0380;SPC ND S     -   191,610.      426,280.      MT  (+/- 180 meters Scaled)
 SO0380
 SO0380                          SUPERSEDED SURVEY CONTROL
 SO0380
 SO0380  NGVD 29 (??/??/92)  693.424  (m)         2275.01   (f) ADJ UNCH    2 0
 SO0380
 SO0380.Superseded values are not recommended for survey control.
 SO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0380.See file dsdata.txt to determine how the superseded data were derived.
 SO0380
 SO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN660483(NAD 83)
 SO0380_MARKER: DB = BENCH MARK DISK
 SO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0380_STAMPING: N 82 1934
 SO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0380+STABILITY: SURFACE MOTION
 SO0380
 SO0380  HISTORY     - Date     Condition        Report By
 SO0380  HISTORY     - 1934     MONUMENTED       CGS
 SO0380  HISTORY     - 1967     GOOD             LOCENG
 SO0380
 SO0380                          STATION DESCRIPTION
 SO0380
 SO0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0380'2.7 MI W FROM KILLDEER.
 SO0380'2.7 MILES WEST ALONG STATE HIGHWAY 25 FROM THE NORTHERN PACIFIC
 SO0380'RAILWAY STATION AT KILLDEER, DUNN COUNTY, 2.0 MILES WEST OF THE
 SO0380'JUNCTION OF STATE HIGHWAY 22, AT THE WEST POINT OF CURVATURE OF A
 SO0380'LEFT-HAND CURVE, 215 FEET EAST OF A SECTION-LINE FENCE, 56 FEET
 SO0380'NORTHWEST OF A 5- BY 6-FOOT CONCRETE-BOX CULVERT, AND 53 FEET NORTH OF
 SO0380'THE CENTERLINE OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SO0380'PROJECTING 6 INCHES ABOVE GROUND.
 SO0380
 SO0380                          STATION RECOVERY (1967)
 SO0380
 SO0380'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SO0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0415 ***********************************************************************
 RR0415  DESIGNATION -  N 83
 RR0415  PID         -  RR0415
 RR0415  STATE/COUNTY-  ND/MORTON
 RR0415  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0415
 RR0415                         *CURRENT SURVEY CONTROL
 RR0415  ___________________________________________________________________
 RR0415* NAD 83(1986)-  46 53 27.     (N)    101 46 37.     (W)     SCALED    
 RR0415* NAVD 88     -       689.152  (meters)    2260.99   (feet)  ADJUSTED  
 RR0415  ___________________________________________________________________
 RR0415  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 RR0415  DYNAMIC HT  -         689.153 (meters)    2261.00  (feet)  COMP
 RR0415  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 RR0415
 RR0415  VERT ORDER  -  SECOND    CLASS 0
 RR0415
 RR0415.The horizontal coordinates were scaled from a topographic map and have
 RR0415.an estimated accuracy of +/- 6 seconds.
 RR0415
 RR0415.The orthometric height was determined by differential leveling
 RR0415.and adjusted by the National Geodetic Survey in June 1991..
 RR0415
 RR0415.The geoid height was determined by GEOID03.
 RR0415
 RR0415.The dynamic height is computed by dividing the NAVD 88
 RR0415.geopotential number by the normal gravity value computed on the
 RR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0415.degrees latitude (g = 980.6199 gals.).
 RR0415
 RR0415.The modeled gravity was interpolated from observed gravity values.
 RR0415
 RR0415;                    North         East    Units  Estimated Accuracy
 RR0415;SPC ND S     -   136,870.      502,690.      MT  (+/- 180 meters Scaled)
 RR0415
 RR0415                          SUPERSEDED SURVEY CONTROL
 RR0415
 RR0415  NGVD 29 (??/??/92)  688.734  (m)         2259.62   (f) ADJ UNCH    2 0
 RR0415
 RR0415.Superseded values are not recommended for survey control.
 RR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0415.See file dsdata.txt to determine how the superseded data were derived.
 RR0415
 RR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS884967(NAD 83)
 RR0415_MARKER: DB = BENCH MARK DISK
 RR0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0415_STAMPING: N-83 -- 1934 2259.621
 RR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0415+STABILITY: SURFACE MOTION
 RR0415
 RR0415  HISTORY     - Date     Condition        Report By
 RR0415  HISTORY     - 1934     MONUMENTED       CGS
 RR0415  HISTORY     - 1956     GOOD             NGS
 RR0415
 RR0415                          STATION DESCRIPTION
 RR0415
 RR0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0415'7.1 MI NE FROM GLEN ULLIN.
 RR0415'7.1 MILES NORTHEAST OF THE N.P.RWY. STATION AT GLEN ULLIN.  5 MILES
 RR0415'NORTH OF THE JUNCTION OF U.S. HY. NO.10 AND STATE HY. NO.49.  76 YDS.
 RR0415'SOUTH OF A SECTION LINE WHERE ROAD MAKES A 45 DEG TURN TO THE EAST
 RR0415'ALONG THE SOUTH SLOPE OF A HILL.  41 FT. SOUTHWEST OF CENTERLINE OF
 RR0415'STATE HY. NO.49.  1.5 FT. NORTHEAST OF R/W FENCE LINE.  STANDARD
 RR0415'TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH.
 RR0415
 RR0415                          STATION RECOVERY (1956)
 RR0415
 RR0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0154 ***********************************************************************
 RS0154  DESIGNATION -  N 84 RESET
 RS0154  PID         -  RS0154
 RS0154  STATE/COUNTY-  ND/STARK
 RS0154  USGS QUAD   -  BELFIELD (1981)
 RS0154
 RS0154                         *CURRENT SURVEY CONTROL
 RS0154  ___________________________________________________________________
 RS0154* NAD 83(1986)-  46 54 17.     (N)    103 11 23.     (W)     SCALED    
 RS0154* NAVD 88     -       800.44   (+/-2cm)    2626.1    (feet)  VERTCON   
 RS0154  ___________________________________________________________________
 RS0154  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 RS0154
 RS0154  VERT ORDER  -  THIRD (See Below)
 RS0154
 RS0154.The horizontal coordinates were scaled from a topographic map and have
 RS0154.an estimated accuracy of +/- 6 seconds.
 RS0154
 RS0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0154.The vertical order pertains to the NGVD 29 superseded value.
 RS0154
 RS0154.The geoid height was determined by GEOID03.
 RS0154
 RS0154;                    North         East    Units  Estimated Accuracy
 RS0154;SPC ND S     -   141,130.      395,120.      MT  (+/- 180 meters Scaled)
 RS0154
 RS0154                          SUPERSEDED SURVEY CONTROL
 RS0154
 RS0154  NGVD 29 (11/04/04)  799.89   (m)         2624.3    (f) RESET       3  
 RS0154
 RS0154.Superseded values are not recommended for survey control.
 RS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0154.See file dsdata.txt to determine how the superseded data were derived.
 RS0154
 RS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM378961(NAD 83)
 RS0154_MARKER: DB = BENCH MARK DISK
 RS0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0154_STAMPING: N 84 RESET 1940
 RS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0154+STABILITY: SURFACE MOTION
 RS0154
 RS0154  HISTORY     - Date     Condition        Report By
 RS0154  HISTORY     - 1940     MONUMENTED       NDHD
 RS0154  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0154
 RS0154                          STATION DESCRIPTION
 RS0154
 RS0154'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1940
 RS0154'1.7 MI N FROM BELFIELD.
 RS0154'A STANDARD DISK, STAMPED N 84 RESET 1940 AND SET IN THE TOP OF A
 RS0154'CONCRETE POST 70.9 FEET SOUTH AND 98 FEET EAST OF THE SECTION CORNER
 RS0154'COMMON TO SECS. 28, 29, 32, AND 33, T. 140 N., R, 99 W., NEAR THE
 RS0154'LOCATION OF THE ORIGINAL N 84 WHICH WAS DESCRIBED AS FOLLOWS-- 1.7
 RS0154'MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE NORTHERN PACIFIC RAILWAY
 RS0154'STATION AT BELFIELD, STARK COUNTY, 1 MILE NORTH OF THE INTERSECTION OF
 RS0154'U.S. HIGHWAY 10, AT THE INTERSECTION OF A SECTION-LINE ROAD, 28 FEET
 RS0154'SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, 30 FEET WEST OF THE
 RS0154'CENTERLINE OF THE HIGHWAY, 9 FEET SOUTH OF A FENCE CORNER, AND 2.5
 RS0154'FEET WEST OF A WIRE FENCE.
 RS0154
 RS0154                          STATION RECOVERY (1982)
 RS0154
 RS0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0509 ***********************************************************************
 SO0509  DESIGNATION -  N 85
 SO0509  PID         -  SO0509
 SO0509  STATE/COUNTY-  ND/MCKENZIE
 SO0509  USGS QUAD   -  LONE BUTTE (1958)
 SO0509
 SO0509                         *CURRENT SURVEY CONTROL
 SO0509  ___________________________________________________________________
 SO0509* NAD 83(1986)-  47 31 47.     (N)    103 14 25.     (W)     SCALED    
 SO0509* NAVD 88     -       784.037  (meters)    2572.29   (feet)  ADJUSTED  
 SO0509  ___________________________________________________________________
 SO0509  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SO0509  DYNAMIC HT  -         784.072 (meters)    2572.41  (feet)  COMP
 SO0509  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 SO0509
 SO0509  VERT ORDER  -  SECOND    CLASS 0
 SO0509
 SO0509.The horizontal coordinates were scaled from a topographic map and have
 SO0509.an estimated accuracy of +/- 6 seconds.
 SO0509
 SO0509.The orthometric height was determined by differential leveling
 SO0509.and adjusted by the National Geodetic Survey in June 1991..
 SO0509
 SO0509.The geoid height was determined by GEOID03.
 SO0509
 SO0509.The dynamic height is computed by dividing the NAVD 88
 SO0509.geopotential number by the normal gravity value computed on the
 SO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0509.degrees latitude (g = 980.6199 gals.).
 SO0509
 SO0509.The modeled gravity was interpolated from observed gravity values.
 SO0509
 SO0509;                    North         East    Units  Estimated Accuracy
 SO0509;SPC ND N     -    62,570.      393,700.      MT  (+/- 180 meters Scaled)
 SO0509
 SO0509                          SUPERSEDED SURVEY CONTROL
 SO0509
 SO0509  NGVD 29 (??/??/92)  783.500  (m)         2570.53   (f) ADJ UNCH    2 0
 SO0509
 SO0509.Superseded values are not recommended for survey control.
 SO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0509.See file dsdata.txt to determine how the superseded data were derived.
 SO0509
 SO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN324655(NAD 83)
 SO0509_MARKER: DB = BENCH MARK DISK
 SO0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0509_STAMPING: N-85 -- 1934
 SO0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0509+STABILITY: SURFACE MOTION
 SO0509
 SO0509  HISTORY     - Date     Condition        Report By
 SO0509  HISTORY     - 1934     MONUMENTED       CGS
 SO0509
 SO0509                          STATION DESCRIPTION
 SO0509
 SO0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0509'23.0 MI S FROM WATFORD CITY.
 SO0509'23.0 MILES SOUTH OF THE GREAT NORTHERN RAILWAY CROSSING AT WATFORD
 SO0509'CITY.  15 MILES NORTH OF JUNCTION OF U.S. HWY. 85 AND STATE HWY. 25.
 SO0509'6.7 MILES SOUTH OF LITTLE MISSOURI RIVER BRIDGE.  44 FEET EAST OF
 SO0509'CENTERLINE OF HIGHWAY.  35 YARDS SOUTHWEST OF A GROVE OF TREES.  A
 SO0509'STANDARD TABLET SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0645 ***********************************************************************
 SO0645  DESIGNATION -  N 86
 SO0645  PID         -  SO0645
 SO0645  STATE/COUNTY-  ND/MCKENZIE
 SO0645  USGS QUAD   -  RAWSON (1972)
 SO0645
 SO0645                         *CURRENT SURVEY CONTROL
 SO0645  ___________________________________________________________________
 SO0645* NAD 83(1986)-  47 49 56.     (N)    103 30 22.     (W)     SCALED    
 SO0645* NAVD 88     -       690.299  (meters)    2264.76   (feet)  ADJUSTED  
 SO0645  ___________________________________________________________________
 SO0645  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 SO0645  DYNAMIC HT  -         690.359 (meters)    2264.95  (feet)  COMP
 SO0645  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 SO0645
 SO0645  VERT ORDER  -  SECOND    CLASS 0
 SO0645
 SO0645.The horizontal coordinates were scaled from a topographic map and have
 SO0645.an estimated accuracy of +/- 6 seconds.
 SO0645
 SO0645.The orthometric height was determined by differential leveling
 SO0645.and adjusted by the National Geodetic Survey in June 1991..
 SO0645
 SO0645.The geoid height was determined by GEOID03.
 SO0645
 SO0645.The dynamic height is computed by dividing the NAVD 88
 SO0645.geopotential number by the normal gravity value computed on the
 SO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0645.degrees latitude (g = 980.6199 gals.).
 SO0645
 SO0645.The modeled gravity was interpolated from observed gravity values.
 SO0645
 SO0645;                    North         East    Units  Estimated Accuracy
 SO0645;SPC ND N     -    96,920.      375,010.      MT  (+/- 180 meters Scaled)
 SO0645
 SO0645                          SUPERSEDED SURVEY CONTROL
 SO0645
 SO0645  NGVD 29 (??/??/92)  689.738  (m)         2262.92   (f) ADJ UNCH    2 0
 SO0645
 SO0645.Superseded values are not recommended for survey control.
 SO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0645.See file dsdata.txt to determine how the superseded data were derived.
 SO0645
 SO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN117987(NAD 83)
 SO0645_MARKER: DB = BENCH MARK DISK
 SO0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0645_STAMPING: N-86 -- 1934
 SO0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0645+STABILITY: SURFACE MOTION
 SO0645
 SO0645  HISTORY     - Date     Condition        Report By
 SO0645  HISTORY     - 1934     MONUMENTED       CGS
 SO0645
 SO0645                          STATION DESCRIPTION
 SO0645
 SO0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0645'1.8 MI E FROM RAWSON.
 SO0645'N-86 IS LOCATED 1.8 MILES EAST OF THE GREAT NORTHERN DEPOT AT RAWSON.
 SO0645'29.5 FEET NORTH OF NORTH RAIL OF TRACK. 23.5 FEET NORTHWEST OF CENTER
 SO0645'LINE OF RAIL ROAD AND ROAD CROSSING. IN LINE WITH ROW OF TELEGRAPH
 SO0645'POLES.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 SO0645'(200 YARDS EAST OF RAIL ROAD CUT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0454 ***********************************************************************
 SO0454  DESIGNATION -  N 87
 SO0454  PID         -  SO0454
 SO0454  STATE/COUNTY-  ND/MCKENZIE
 SO0454  USGS QUAD   -  BLUE BUTTES (1965)
 SO0454
 SO0454                         *CURRENT SURVEY CONTROL
 SO0454  ___________________________________________________________________
 SO0454* NAD 83(1986)-  47 58 38.     (N)    102 47 57.     (W)     SCALED    
 SO0454* NAVD 88     -       672.629  (meters)    2206.78   (feet)  ADJUSTED  
 SO0454  ___________________________________________________________________
 SO0454  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 SO0454  DYNAMIC HT  -         672.705 (meters)    2207.03  (feet)  COMP
 SO0454  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 SO0454
 SO0454  VERT ORDER  -  SECOND    CLASS 0
 SO0454
 SO0454.The horizontal coordinates were scaled from a topographic map and have
 SO0454.an estimated accuracy of +/- 6 seconds.
 SO0454
 SO0454.The orthometric height was determined by differential leveling
 SO0454.and adjusted by the National Geodetic Survey in June 1991..
 SO0454
 SO0454.The geoid height was determined by GEOID03.
 SO0454
 SO0454.The dynamic height is computed by dividing the NAVD 88
 SO0454.geopotential number by the normal gravity value computed on the
 SO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0454.degrees latitude (g = 980.6199 gals.).
 SO0454
 SO0454.The modeled gravity was interpolated from observed gravity values.
 SO0454
 SO0454;                    North         East    Units  Estimated Accuracy
 SO0454;SPC ND N     -   111,210.      428,390.      MT  (+/- 180 meters Scaled)
 SO0454
 SO0454                          SUPERSEDED SURVEY CONTROL
 SO0454
 SO0454  NGVD 29 (??/??/92)  672.14   (m)         2205.2    (f) COMPUTED    2 0
 SO0454
 SO0454.Superseded values are not recommended for survey control.
 SO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0454.See file dsdata.txt to determine how the superseded data were derived.
 SO0454
 SO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP642161(NAD 83)
 SO0454_MARKER: DB = BENCH MARK DISK
 SO0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0454_STAMPING: N-87 -- 1934
 SO0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0454+STABILITY: SURFACE MOTION
 SO0454
 SO0454  HISTORY     - Date     Condition        Report By
 SO0454  HISTORY     - 1934     MONUMENTED       CGS
 SO0454  HISTORY     - 1964     MARK NOT FOUND   USGS
 SO0454
 SO0454                          STATION DESCRIPTION
 SO0454
 SO0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0454'11.9 MI W FROM SANISH.
 SO0454'LOCATED 11.9 MILES WEST OF THE WEST END OF MISSOURI RIVER BRIDGE AT
 SO0454'SANISH.  48 YARDS SOUTHWEST OF A CONCRETE CULVERT.  IN LINE WITH ONE
 SO0454'QUARTER SECTION LINE FENCE.  30 FEET SOUTH OF CENTER LINE OF HIGHWAY.
 SO0454'2 FEET NORTH OF WIRE FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE
 SO0454'POST 3 INCHES HIGH.
 SO0454
 SO0454                          STATION RECOVERY (1964)
 SO0454
 SO0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 SO0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0455 ***********************************************************************
 SO0455  DESIGNATION -  N 87 RESET
 SO0455  PID         -  SO0455
 SO0455  STATE/COUNTY-  ND/MCKENZIE
 SO0455  USGS QUAD   -  BLUE BUTTES (1965)
 SO0455
 SO0455                         *CURRENT SURVEY CONTROL
 SO0455  ___________________________________________________________________
 SO0455* NAD 83(1986)-  47 58 37.     (N)    102 47 58.     (W)     SCALED    
 SO0455* NAVD 88     -       673.90   (+/-2cm)    2211.0    (feet)  VERTCON   
 SO0455  ___________________________________________________________________
 SO0455  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 SO0455
 SO0455  VERT ORDER  -  THIRD (See Below)
 SO0455
 SO0455.The horizontal coordinates were scaled from a topographic map and have
 SO0455.an estimated accuracy of +/- 6 seconds.
 SO0455
 SO0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0455.The vertical order pertains to the NGVD 29 superseded value.
 SO0455
 SO0455.The geoid height was determined by GEOID03.
 SO0455
 SO0455;                    North         East    Units  Estimated Accuracy
 SO0455;SPC ND N     -   111,180.      428,360.      MT  (+/- 180 meters Scaled)
 SO0455
 SO0455                          SUPERSEDED SURVEY CONTROL
 SO0455
 SO0455  NGVD 29 (??/??/??)  673.41   (m)         2209.3    (f) RESET       3  
 SO0455
 SO0455.Superseded values are not recommended for survey control.
 SO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0455.See file dsdata.txt to determine how the superseded data were derived.
 SO0455
 SO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP642160(NAD 83)
 SO0455_MARKER: DB = BENCH MARK DISK
 SO0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0455_STAMPING: N 87 RESET 1958
 SO0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0455+STABILITY: SURFACE MOTION
 SO0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SO0455+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 SO0455
 SO0455  HISTORY     - Date     Condition        Report By
 SO0455  HISTORY     - 1958     MONUMENTED       CGS
 SO0455  HISTORY     - 20010508 GOOD             NDDT
 SO0455
 SO0455                          STATION DESCRIPTION
 SO0455
 SO0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0455'3.5 MI N FROM KEENE.
 SO0455'3.5 MILES NORTH AND 7.0 MILES EAST ALONG STATE HIGHWAY 23 FROM THE
 SO0455'POST OFFICE AT KEENE, MCKENZIE COUNTY, 11.0 MILES WEST ALONG STATE
 SO0455'HIGHWAY 23 FROM THE WEST END OF THE BRIDGE OVER THE MISSOURI RIVER AND
 SO0455'GARRISON RESERVOIR, AT A T-FENCE LEADING NORTH, 115 FEET NORTH OF THE
 SO0455'CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE
 SO0455'LINE.  A STANDARD DISK, STAMPED N 87 RESET 1958 AND SET IN THE TOP OF
 SO0455'A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 SO0455
 SO0455                          STATION RECOVERY (2001)
 SO0455
 SO0455'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2001 (WP)
 SO0455'STAMPED - N 87 RESET 1958
 SO0455' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1027 ***********************************************************************
 SN1027  DESIGNATION -  N 88
 SN1027  PID         -  SN1027
 SN1027  STATE/COUNTY-  ND/WARD
 SN1027  USGS QUAD   -  RYDER (1981)
 SN1027
 SN1027                         *CURRENT SURVEY CONTROL
 SN1027  ___________________________________________________________________
 SN1027* NAD 83(1986)-  47 55 00.     (N)    101 40 46.     (W)     SCALED    
 SN1027* NAVD 88     -       643.332  (meters)    2110.67   (feet)  ADJUSTED  
 SN1027  ___________________________________________________________________
 SN1027  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1027  DYNAMIC HT  -         643.413 (meters)    2110.93  (feet)  COMP
 SN1027  MODELED GRAV-     980,717.2   (mgal)                       NAVD 88
 SN1027
 SN1027  VERT ORDER  -  SECOND    CLASS 0
 SN1027
 SN1027.The horizontal coordinates were scaled from a topographic map and have
 SN1027.an estimated accuracy of +/- 6 seconds.
 SN1027
 SN1027.The orthometric height was determined by differential leveling
 SN1027.and adjusted by the National Geodetic Survey in June 1991..
 SN1027.WARNING-Repeat measurements at this control monument indicate possible
 SN1027.vertical movement.
 SN1027
 SN1027.The geoid height was determined by GEOID03.
 SN1027
 SN1027.The dynamic height is computed by dividing the NAVD 88
 SN1027.geopotential number by the normal gravity value computed on the
 SN1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1027.degrees latitude (g = 980.6199 gals.).
 SN1027
 SN1027.The modeled gravity was interpolated from observed gravity values.
 SN1027
 SN1027;                    North         East    Units  Estimated Accuracy
 SN1027;SPC ND N     -   102,590.      511,850.      MT  (+/- 180 meters Scaled)
 SN1027
 SN1027                          SUPERSEDED SURVEY CONTROL
 SN1027
 SN1027  NGVD 29 (??/??/92)  642.923  (m)         2109.32   (f) ADJ UNCH    2 0
 SN1027
 SN1027.Superseded values are not recommended for survey control.
 SN1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1027.See file dsdata.txt to determine how the superseded data were derived.
 SN1027
 SN1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU998105(NAD 83)
 SN1027_MARKER: DB = BENCH MARK DISK
 SN1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1027_STAMPING: N 88 1934
 SN1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1027+STABILITY: SURFACE MOTION
 SN1027
 SN1027  HISTORY     - Date     Condition        Report By
 SN1027  HISTORY     - 1934     MONUMENTED       CGS
 SN1027  HISTORY     - 1962     GOOD             NGS
 SN1027
 SN1027                          STATION DESCRIPTION
 SN1027
 SN1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1027'0.2 MI NW FROM RYDER.
 SN1027'0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1027'RYDER, AT THE CROSSING OF STATE HIGHWAY 28, ACROSS THE TRACK FROM THE
 SN1027'FIRST POLE NORTHWEST OF MILEPOLE 487, 58.5 FEET WEST OF THE CENTERLINE
 SN1027'OF THE CROSSING, 45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 11.2 FEET
 SN1027'EAST OF A TELEGRAPH POLE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT
 SN1027'1 FOOT HIGHER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN1027'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0954 ***********************************************************************
 TG0954  DESIGNATION -  N 89
 TG0954  PID         -  TG0954
 TG0954  STATE/COUNTY-  ND/BURKE
 TG0954  USGS QUAD   -  ATCOAL (1981)
 TG0954
 TG0954                         *CURRENT SURVEY CONTROL
 TG0954  ___________________________________________________________________
 TG0954* NAD 83(1986)-  48 54 05.     (N)    102 53 48.     (W)     SCALED    
 TG0954* NAVD 88     -       584.662  (meters)    1918.18   (feet)  ADJUSTED  
 TG0954  ___________________________________________________________________
 TG0954  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0954  DYNAMIC HT  -         584.793 (meters)    1918.61  (feet)  COMP
 TG0954  MODELED GRAV-     980,815.9   (mgal)                       NAVD 88
 TG0954
 TG0954  VERT ORDER  -  SECOND    CLASS 0
 TG0954
 TG0954.The horizontal coordinates were scaled from a topographic map and have
 TG0954.an estimated accuracy of +/- 6 seconds.
 TG0954
 TG0954.The orthometric height was determined by differential leveling
 TG0954.and adjusted by the National Geodetic Survey in June 1991..
 TG0954
 TG0954.The geoid height was determined by GEOID03.
 TG0954
 TG0954.The dynamic height is computed by dividing the NAVD 88
 TG0954.geopotential number by the normal gravity value computed on the
 TG0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0954.degrees latitude (g = 980.6199 gals.).
 TG0954
 TG0954.The modeled gravity was interpolated from observed gravity values.
 TG0954
 TG0954;                    North         East    Units  Estimated Accuracy
 TG0954;SPC ND N     -   214,150.      424,310.      MT  (+/- 180 meters Scaled)
 TG0954
 TG0954                          SUPERSEDED SURVEY CONTROL
 TG0954
 TG0954  NGVD 29 (??/??/92)  584.238  (m)         1916.79   (f) ADJ UNCH    2 0
 TG0954
 TG0954.Superseded values are not recommended for survey control.
 TG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0954.See file dsdata.txt to determine how the superseded data were derived.
 TG0954
 TG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ541186(NAD 83)
 TG0954_MARKER: DB = BENCH MARK DISK
 TG0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0954_STAMPING: N 89 1934
 TG0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0954+STABILITY: SURFACE MOTION
 TG0954
 TG0954  HISTORY     - Date     Condition        Report By
 TG0954  HISTORY     - 1934     MONUMENTED       CGS
 TG0954
 TG0954                          STATION DESCRIPTION
 TG0954
 TG0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0954'5.2 MI W FROM COLUMBUS.
 TG0954'5.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0954'COLUMBUS, BURKE COUNTY, 42 YARDS NORTHWEST OF THE CENTER OF A
 TG0954'SECTION-LINE ROAD CROSSING, 84.5 FEET WEST OF A RIGHT-OF-WAY FENCE
 TG0954'CORNER, 45.8 FEET NORTH OF THE NORTH RAIL, AND 1.7 FEET SOUTH OF THE
 TG0954'FENCE.  A STANDARD DISK, STAMPED N 89 1934 AND SET IN THE TOP OF A
 TG0954'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0056 ***********************************************************************
 RR0056  DESIGNATION -  N 9
 RR0056  PID         -  RR0056
 RR0056  STATE/COUNTY-  ND/EMMONS
 RR0056  USGS QUAD   -  STRASBURG (1971)
 RR0056
 RR0056                         *CURRENT SURVEY CONTROL
 RR0056  ___________________________________________________________________
 RR0056* NAD 83(1986)-  46 08 04.     (N)    100 09 27.     (W)     SCALED    
 RR0056* NAVD 88     -       550.148  (meters)    1804.94   (feet)  ADJUSTED  
 RR0056  ___________________________________________________________________
 RR0056  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 RR0056  DYNAMIC HT  -         550.117 (meters)    1804.84  (feet)  COMP
 RR0056  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 RR0056
 RR0056  VERT ORDER  -  FIRST     CLASS II
 RR0056
 RR0056.The horizontal coordinates were scaled from a topographic map and have
 RR0056.an estimated accuracy of +/- 6 seconds.
 RR0056
 RR0056.The orthometric height was determined by differential leveling
 RR0056.and adjusted by the National Geodetic Survey in June 1991..
 RR0056
 RR0056.The geoid height was determined by GEOID03.
 RR0056
 RR0056.The dynamic height is computed by dividing the NAVD 88
 RR0056.geopotential number by the normal gravity value computed on the
 RR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0056.degrees latitude (g = 980.6199 gals.).
 RR0056
 RR0056.The modeled gravity was interpolated from observed gravity values.
 RR0056
 RR0056;                    North         East    Units  Estimated Accuracy
 RR0056;SPC ND S     -    52,060.      626,470.      MT  (+/- 180 meters Scaled)
 RR0056
 RR0056                          SUPERSEDED SURVEY CONTROL
 RR0056
 RR0056  NGVD 29 (??/??/92)  549.736  (m)         1803.59   (f) ADJ UNCH    1 2
 RR0056
 RR0056.Superseded values are not recommended for survey control.
 RR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0056.See file dsdata.txt to determine how the superseded data were derived.
 RR0056
 RR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS105096(NAD 83)
 RR0056_MARKER: DB = BENCH MARK DISK
 RR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0056_STAMPING: 1803.592 N 9 1927
 RR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0056+STABILITY: SURFACE MOTION
 RR0056
 RR0056  HISTORY     - Date     Condition        Report By
 RR0056  HISTORY     - 1927     MONUMENTED       CGS
 RR0056  HISTORY     - 1957     GOOD             NGS
 RR0056  HISTORY     - 1981     GOOD             LOCENG
 RR0056
 RR0056                          STATION DESCRIPTION
 RR0056
 RR0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0056'IN STRASBURG.
 RR0056'AT STRASBURG, EMMONS COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RR0056'PACIFIC RAILROAD, ABOUT 127 FEET NORTHWEST OF THE STATION, ACROSS THE
 RR0056'TRACK FROM A GRAIN ELEVATOR, IN LINE WITH THE NORTHWEST SIDE OF THE
 RR0056'ELEVATOR, 33.5 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND
 RR0056'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 1803.592
 RR0056'N 9 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 RR0056'INCHES ABOVE GROUND.
 RR0056
 RR0056                          STATION RECOVERY (1981)
 RR0056
 RR0056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 RR0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1410 ***********************************************************************
 TF1410  DESIGNATION -  N 9 B 1
 TF1410  PID         -  TF1410
 TF1410  STATE/COUNTY-  ND/RENVILLE
 TF1410  USGS QUAD   -  MOHALL SW (1971)
 TF1410
 TF1410                         *CURRENT SURVEY CONTROL
 TF1410  ___________________________________________________________________
 TF1410* NAD 83(1986)-  48 45 49.     (N)    101 42 55.     (W)     SCALED    
 TF1410* NAVD 88     -       537.630  (meters)    1763.87   (feet)  ADJUSTED  
 TF1410  ___________________________________________________________________
 TF1410  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1410  DYNAMIC HT  -         537.746 (meters)    1764.26  (feet)  COMP
 TF1410  MODELED GRAV-     980,807.9   (mgal)                       NAVD 88
 TF1410
 TF1410  VERT ORDER  -  SECOND    CLASS 0
 TF1410
 TF1410.The horizontal coordinates were scaled from a topographic map and have
 TF1410.an estimated accuracy of +/- 6 seconds.
 TF1410
 TF1410.The orthometric height was determined by differential leveling
 TF1410.and adjusted by the National Geodetic Survey in June 1991..
 TF1410
 TF1410.The geoid height was determined by GEOID03.
 TF1410
 TF1410.The dynamic height is computed by dividing the NAVD 88
 TF1410.geopotential number by the normal gravity value computed on the
 TF1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1410.degrees latitude (g = 980.6199 gals.).
 TF1410
 TF1410.The modeled gravity was interpolated from observed gravity values.
 TF1410
 TF1410;                    North         East    Units  Estimated Accuracy
 TF1410;SPC ND N     -   196,790.      510,660.      MT  (+/- 180 meters Scaled)
 TF1410
 TF1410                          SUPERSEDED SURVEY CONTROL
 TF1410
 TF1410  NGVD 29 (??/??/92)  537.253  (m)         1762.64   (f) ADJ UNCH    2 0
 TF1410
 TF1410.Superseded values are not recommended for survey control.
 TF1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1410.See file dsdata.txt to determine how the superseded data were derived.
 TF1410
 TF1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV004047(NAD 83)
 TF1410_MARKER: DD = SURVEY DISK
 TF1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1410_SP_SET: CONCRETE CYLINDER
 TF1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1410
 TF1410  HISTORY     - Date     Condition        Report By
 TF1410  HISTORY     - UNK      MONUMENTED       DOD
 TF1410  HISTORY     - 1963     GOOD             NGS
 TF1410
 TF1410                          STATION DESCRIPTION
 TF1410
 TF1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1410'9.35 MI W FROM MOHALL.
 TF1410'ABOUT 9.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1410'MOHALL, IN SECTION 16, T 161 N, R 85 W, AT AN INTERSECTION WITH A DIM
 TF1410'CROSS ROAD, 190 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 TF1410'EAST OF THE CENTER LINE OF THE CROSS ROAD, 90 FEET NORTH OF A WHITE
 TF1410'WOODEN POST, 83 FEET NORTH OF A POWER POLE, ABOUT LEVEL WITH THE
 TF1410'HIGHWAY AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TF1410'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TF1410'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1414 ***********************************************************************
 TF1414  DESIGNATION -  N 9 B 2
 TF1414  PID         -  TF1414
 TF1414  STATE/COUNTY-  ND/RENVILLE
 TF1414  USGS QUAD   -  MOHALL SW (1971)
 TF1414
 TF1414                         *CURRENT SURVEY CONTROL
 TF1414  ___________________________________________________________________
 TF1414* NAD 83(1986)-  48 46 04.     (N)    101 42 39.     (W)     SCALED    
 TF1414* NAVD 88     -       539.542  (meters)    1770.15   (feet)  ADJUSTED  
 TF1414  ___________________________________________________________________
 TF1414  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF1414  DYNAMIC HT  -         539.658 (meters)    1770.53  (feet)  COMP
 TF1414  MODELED GRAV-     980,808.0   (mgal)                       NAVD 88
 TF1414
 TF1414  VERT ORDER  -  SECOND    CLASS 0
 TF1414
 TF1414.The horizontal coordinates were scaled from a topographic map and have
 TF1414.an estimated accuracy of +/- 6 seconds.
 TF1414
 TF1414.The orthometric height was determined by differential leveling
 TF1414.and adjusted by the National Geodetic Survey in June 1991..
 TF1414
 TF1414.The geoid height was determined by GEOID03.
 TF1414
 TF1414.The dynamic height is computed by dividing the NAVD 88
 TF1414.geopotential number by the normal gravity value computed on the
 TF1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1414.degrees latitude (g = 980.6199 gals.).
 TF1414
 TF1414.The modeled gravity was interpolated from observed gravity values.
 TF1414
 TF1414;                    North         East    Units  Estimated Accuracy
 TF1414;SPC ND N     -   197,250.      510,990.      MT  (+/- 180 meters Scaled)
 TF1414
 TF1414                          SUPERSEDED SURVEY CONTROL
 TF1414
 TF1414  NGVD 29 (??/??/92)  539.165  (m)         1768.91   (f) ADJ UNCH    2 0
 TF1414
 TF1414.Superseded values are not recommended for survey control.
 TF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1414.See file dsdata.txt to determine how the superseded data were derived.
 TF1414
 TF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV008051(NAD 83)
 TF1414_MARKER: DD = SURVEY DISK
 TF1414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF1414_SP_SET: CONCRETE CYLINDER
 TF1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF1414
 TF1414  HISTORY     - Date     Condition        Report By
 TF1414  HISTORY     - UNK      MONUMENTED       DOD
 TF1414  HISTORY     - 1963     GOOD             NGS
 TF1414
 TF1414                          STATION DESCRIPTION
 TF1414
 TF1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1414'9.35 MI W FROM MOHALL.
 TF1414'ABOUT 9.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1414'MOHALL, THENCE 0.3 MILES NORTH ALONG A FENCE LINE TO THE NORTH EDGE OF
 TF1414'A SMALL REVINE, THENCE 0.2 MILES EAST ACROSS A FIELD, THE TOP SURFACE
 TF1414'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TF1414'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1412 ***********************************************************************
 TF1412  DESIGNATION -  N 9 Z
 TF1412  PID         -  TF1412
 TF1412  STATE/COUNTY-  ND/RENVILLE
 TF1412  USGS QUAD   -  MOHALL SW (1971)
 TF1412
 TF1412                         *CURRENT SURVEY CONTROL
 TF1412  ___________________________________________________________________
 TF1412* NAD 83(1986)-  48 45 58.     (N)    101 42 55.     (W)     SCALED    
 TF1412* NAVD 88     -       536.546  (meters)    1760.32   (feet)  ADJUSTED  
 TF1412  ___________________________________________________________________
 TF1412  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1412  DYNAMIC HT  -         536.662 (meters)    1760.70  (feet)  COMP
 TF1412  MODELED GRAV-     980,809.0   (mgal)                       NAVD 88
 TF1412
 TF1412  VERT ORDER  -  SECOND    CLASS 0
 TF1412
 TF1412.The horizontal coordinates were scaled from a topographic map and have
 TF1412.an estimated accuracy of +/- 6 seconds.
 TF1412
 TF1412.The orthometric height was determined by differential leveling
 TF1412.and adjusted by the National Geodetic Survey in June 1991..
 TF1412
 TF1412.The geoid height was determined by GEOID03.
 TF1412
 TF1412.The dynamic height is computed by dividing the NAVD 88
 TF1412.geopotential number by the normal gravity value computed on the
 TF1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1412.degrees latitude (g = 980.6199 gals.).
 TF1412
 TF1412.The modeled gravity was interpolated from observed gravity values.
 TF1412
 TF1412;                    North         East    Units  Estimated Accuracy
 TF1412;SPC ND N     -   197,070.      510,660.      MT  (+/- 180 meters Scaled)
 TF1412
 TF1412                          SUPERSEDED SURVEY CONTROL
 TF1412
 TF1412  NGVD 29 (??/??/92)  536.170  (m)         1759.08   (f) ADJ UNCH    2 0
 TF1412
 TF1412.Superseded values are not recommended for survey control.
 TF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1412.See file dsdata.txt to determine how the superseded data were derived.
 TF1412
 TF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV004050(NAD 83)
 TF1412_MARKER: DS = TRIANGULATION STATION DISK
 TF1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1412_STAMPING: N 9 Z 1963
 TF1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1412+STABILITY: SURFACE MOTION
 TF1412
 TF1412  HISTORY     - Date     Condition        Report By
 TF1412  HISTORY     - 1963     MONUMENTED       CGS
 TF1412
 TF1412                          STATION DESCRIPTION
 TF1412
 TF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1412'9.35 MI W FROM MOHALL.
 TF1412'ABOUT 9.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1412'MOHALL, THENCE 0.2 MILES NORTH ALONG A FENCE LINE, IN SECTION 16, T
 TF1412'161 N, R 85 W, 150 FEET SOUTH OF THE CENTER OF A WIRE GATE, 17 FEET
 TF1412'NORTH OF A TELEPHONE POLE, 4 FEET EAST OF THE FENCE, 3.7 FEET SOUTH OF
 TF1412'A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 TF1412'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1415 ***********************************************************************
 TF1415  DESIGNATION -  N 9 Z AZ MK
 TF1415  PID         -  TF1415
 TF1415  STATE/COUNTY-  ND/RENVILLE
 TF1415  USGS QUAD   -  MOHALL SW (1971)
 TF1415
 TF1415                         *CURRENT SURVEY CONTROL
 TF1415  ___________________________________________________________________
 TF1415* NAD 83(1986)-  48 45 48.     (N)    101 42 35.     (W)     SCALED    
 TF1415* NAVD 88     -       536.881  (meters)    1761.42   (feet)  ADJUSTED  
 TF1415  ___________________________________________________________________
 TF1415  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 TF1415  DYNAMIC HT  -         536.995 (meters)    1761.79  (feet)  COMP
 TF1415  MODELED GRAV-     980,805.6   (mgal)                       NAVD 88
 TF1415
 TF1415  VERT ORDER  -  SECOND    CLASS 0
 TF1415
 TF1415.The horizontal coordinates were scaled from a topographic map and have
 TF1415.an estimated accuracy of +/- 6 seconds.
 TF1415
 TF1415.The orthometric height was determined by differential leveling
 TF1415.and adjusted by the National Geodetic Survey in June 1991..
 TF1415
 TF1415.The geoid height was determined by GEOID03.
 TF1415
 TF1415.The dynamic height is computed by dividing the NAVD 88
 TF1415.geopotential number by the normal gravity value computed on the
 TF1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1415.degrees latitude (g = 980.6199 gals.).
 TF1415
 TF1415.The modeled gravity was interpolated from observed gravity values.
 TF1415
 TF1415;                    North         East    Units  Estimated Accuracy
 TF1415;SPC ND N     -   196,760.      511,070.      MT  (+/- 180 meters Scaled)
 TF1415
 TF1415                          SUPERSEDED SURVEY CONTROL
 TF1415
 TF1415  NGVD 29 (??/??/92)  536.502  (m)         1760.17   (f) ADJ UNCH    2 0
 TF1415
 TF1415.Superseded values are not recommended for survey control.
 TF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1415.See file dsdata.txt to determine how the superseded data were derived.
 TF1415
 TF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV008046(NAD 83)
 TF1415_MARKER: DZ = AZIMUTH MARK DISK
 TF1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1415_STAMPING: N 9 Z 1963
 TF1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1415+STABILITY: SURFACE MOTION
 TF1415
 TF1415  HISTORY     - Date     Condition        Report By
 TF1415  HISTORY     - 1963     MONUMENTED       CGS
 TF1415
 TF1415                          STATION DESCRIPTION
 TF1415
 TF1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1415'9.15 MI W FROM MOHALL.
 TF1415'ABOUT 9.15 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1415'MOHALL, IN SECTION 21, T 161 N, R 85 W, AT THE JUNCTION WITH A FIELD
 TF1415'DRIVEWAY, 101 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 TF1415'WEST OF THE CENTER LINE OF THE DRIVEWAY, 1.3 FEET NORTH OF A METAL
 TF1415'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 TF1415'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1411 ***********************************************************************
 TF1411  DESIGNATION -  N 9 Z RM 1
 TF1411  PID         -  TF1411
 TF1411  STATE/COUNTY-  ND/RENVILLE
 TF1411  USGS QUAD   -  MOHALL SW (1971)
 TF1411
 TF1411                         *CURRENT SURVEY CONTROL
 TF1411  ___________________________________________________________________
 TF1411* NAD 83(1986)-  48 45 58.     (N)    101 42 55.     (W)     SCALED    
 TF1411* NAVD 88     -       536.622  (meters)    1760.57   (feet)  ADJUSTED  
 TF1411  ___________________________________________________________________
 TF1411  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1411  DYNAMIC HT  -         536.738 (meters)    1760.95  (feet)  COMP
 TF1411  MODELED GRAV-     980,809.0   (mgal)                       NAVD 88
 TF1411
 TF1411  VERT ORDER  -  SECOND    CLASS 0
 TF1411
 TF1411.The horizontal coordinates were scaled from a topographic map and have
 TF1411.an estimated accuracy of +/- 6 seconds.
 TF1411
 TF1411.The orthometric height was determined by differential leveling
 TF1411.and adjusted by the National Geodetic Survey in June 1991..
 TF1411
 TF1411.The geoid height was determined by GEOID03.
 TF1411
 TF1411.The dynamic height is computed by dividing the NAVD 88
 TF1411.geopotential number by the normal gravity value computed on the
 TF1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1411.degrees latitude (g = 980.6199 gals.).
 TF1411
 TF1411.The modeled gravity was interpolated from observed gravity values.
 TF1411
 TF1411;                    North         East    Units  Estimated Accuracy
 TF1411;SPC ND N     -   197,070.      510,660.      MT  (+/- 180 meters Scaled)
 TF1411
 TF1411                          SUPERSEDED SURVEY CONTROL
 TF1411
 TF1411  NGVD 29 (??/??/92)  536.245  (m)         1759.33   (f) ADJ UNCH    2 0
 TF1411
 TF1411.Superseded values are not recommended for survey control.
 TF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1411.See file dsdata.txt to determine how the superseded data were derived.
 TF1411
 TF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV004050(NAD 83)
 TF1411_MARKER: DR = REFERENCE MARK DISK
 TF1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1411_STAMPING: N 9 Z NO 1 1963
 TF1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1411+STABILITY: SURFACE MOTION
 TF1411
 TF1411  HISTORY     - Date     Condition        Report By
 TF1411  HISTORY     - 1963     MONUMENTED       CGS
 TF1411
 TF1411                          STATION DESCRIPTION
 TF1411
 TF1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1411'9.35 MI W FROM MOHALL.
 TF1411'ABOUT 9.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1411'MOHALL, THENCE 0.2 MILES NORTH ALONG A FENCE LINE, IN SECTION 16, T
 TF1411'161 N, R 85 W, 29 FEET NORTH OF N 9 Z 1963, 1 FOOT EAST OF THE FENCE,
 TF1411'26 FEET NORTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 TF1411'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1413 ***********************************************************************
 TF1413  DESIGNATION -  N 9 Z RM 2
 TF1413  PID         -  TF1413
 TF1413  STATE/COUNTY-  ND/RENVILLE
 TF1413  USGS QUAD   -  MOHALL SW (1971)
 TF1413
 TF1413                         *CURRENT SURVEY CONTROL
 TF1413  ___________________________________________________________________
 TF1413* NAD 83(1986)-  48 45 58.     (N)    101 42 55.     (W)     SCALED    
 TF1413* NAVD 88     -       536.449  (meters)    1760.00   (feet)  ADJUSTED  
 TF1413  ___________________________________________________________________
 TF1413  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 TF1413  DYNAMIC HT  -         536.565 (meters)    1760.38  (feet)  COMP
 TF1413  MODELED GRAV-     980,809.0   (mgal)                       NAVD 88
 TF1413
 TF1413  VERT ORDER  -  SECOND    CLASS 0
 TF1413
 TF1413.The horizontal coordinates were scaled from a topographic map and have
 TF1413.an estimated accuracy of +/- 6 seconds.
 TF1413
 TF1413.The orthometric height was determined by differential leveling
 TF1413.and adjusted by the National Geodetic Survey in June 1991..
 TF1413
 TF1413.The geoid height was determined by GEOID03.
 TF1413
 TF1413.The dynamic height is computed by dividing the NAVD 88
 TF1413.geopotential number by the normal gravity value computed on the
 TF1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1413.degrees latitude (g = 980.6199 gals.).
 TF1413
 TF1413.The modeled gravity was interpolated from observed gravity values.
 TF1413
 TF1413;                    North         East    Units  Estimated Accuracy
 TF1413;SPC ND N     -   197,070.      510,660.      MT  (+/- 180 meters Scaled)
 TF1413
 TF1413                          SUPERSEDED SURVEY CONTROL
 TF1413
 TF1413  NGVD 29 (??/??/92)  536.073  (m)         1758.77   (f) ADJ UNCH    2 0
 TF1413
 TF1413.Superseded values are not recommended for survey control.
 TF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1413.See file dsdata.txt to determine how the superseded data were derived.
 TF1413
 TF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV004050(NAD 83)
 TF1413_MARKER: DR = REFERENCE MARK DISK
 TF1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1413_STAMPING: N 9 Z NO 2 1963
 TF1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1413+STABILITY: SURFACE MOTION
 TF1413
 TF1413  HISTORY     - Date     Condition        Report By
 TF1413  HISTORY     - 1963     MONUMENTED       CGS
 TF1413
 TF1413                          STATION DESCRIPTION
 TF1413
 TF1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1413'9.35 MI W FROM MOHALL.
 TF1413'ABOUT 9.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF1413'MOHALL, THENCE 0.2 MILES NORTH ALONG A FENCE LINE, IN SECTION 16, T
 TF1413'161 N, R 85 W, 26.2 FEET SOUTH OF N 9 Z 1963, 1 FOOT EAST OF THE
 TF1413'FENCE, 28 FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A
 TF1413'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1465 ***********************************************************************
 TG1465  DESIGNATION -  N 90
 TG1465  PID         -  TG1465
 TG1465  STATE/COUNTY-  ND/DIVIDE
 TG1465  USGS QUAD   -  FORTUNA (1983)
 TG1465
 TG1465                         *CURRENT SURVEY CONTROL
 TG1465  ___________________________________________________________________
 TG1465* NAD 83(1986)-  48 54 34.     (N)    103 47 04.     (W)     SCALED    
 TG1465* NAVD 88     -       669.040  (meters)    2195.01   (feet)  ADJUSTED  
 TG1465  ___________________________________________________________________
 TG1465  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TG1465  DYNAMIC HT  -         669.170 (meters)    2195.44  (feet)  COMP
 TG1465  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 TG1465
 TG1465  VERT ORDER  -  SECOND    CLASS 0
 TG1465
 TG1465.The horizontal coordinates were scaled from a topographic map and have
 TG1465.an estimated accuracy of +/- 6 seconds.
 TG1465
 TG1465.The orthometric height was determined by differential leveling
 TG1465.and adjusted by the National Geodetic Survey in June 1991..
 TG1465
 TG1465.The geoid height was determined by GEOID03.
 TG1465
 TG1465.The dynamic height is computed by dividing the NAVD 88
 TG1465.geopotential number by the normal gravity value computed on the
 TG1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1465.degrees latitude (g = 980.6199 gals.).
 TG1465
 TG1465.The modeled gravity was interpolated from observed gravity values.
 TG1465
 TG1465;                    North         East    Units  Estimated Accuracy
 TG1465;SPC ND N     -   217,440.      359,300.      MT  (+/- 180 meters Scaled)
 TG1465
 TG1465                          SUPERSEDED SURVEY CONTROL
 TG1465
 TG1465  NGVD 29 (??/??/92)  668.521  (m)         2193.31   (f) ADJ UNCH    2 0
 TG1465
 TG1465.Superseded values are not recommended for survey control.
 TG1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1465.See file dsdata.txt to determine how the superseded data were derived.
 TG1465
 TG1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ890181(NAD 83)
 TG1465_MARKER: DB = BENCH MARK DISK
 TG1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1465_STAMPING: N 90 1934
 TG1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1465+STABILITY: SURFACE MOTION
 TG1465
 TG1465  HISTORY     - Date     Condition        Report By
 TG1465  HISTORY     - 1934     MONUMENTED       CGS
 TG1465  HISTORY     - 1951     GOOD             NGS
 TG1465
 TG1465                          STATION DESCRIPTION
 TG1465
 TG1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1465'IN FORTUNA.
 TG1465'AT FORTUNA, DIVIDE COUNTY, ABOUT 0.4 MILE SOUTHWEST OF THE
 TG1465'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION, ABOUT 58
 TG1465'YARDS NORTHEAST OF THE CROSSING OF STATE HIGHWAY 5, 45.1 FEET
 TG1465'NORTHWEST OF THE NORTHWEST RAIL, AND 2 FEET SOUTHEAST OF THE
 TG1465'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 90 1934 AND SET IN THE
 TG1465'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND. NOTE--
 TG1465'THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 TG1465'LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1175 ***********************************************************************
 TG1175  DESIGNATION -  N 91
 TG1175  PID         -  TG1175
 TG1175  STATE/COUNTY-  ND/WILLIAMS
 TG1175  USGS QUAD   -  CORINTH (1978)
 TG1175
 TG1175                         *CURRENT SURVEY CONTROL
 TG1175  ___________________________________________________________________
 TG1175* NAD 83(1986)-  48 30 09.     (N)    103 20 30.     (W)     SCALED    
 TG1175* NAVD 88     -       672.940  (meters)    2207.80   (feet)  ADJUSTED  
 TG1175  ___________________________________________________________________
 TG1175  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 TG1175  DYNAMIC HT  -         673.048 (meters)    2208.16  (feet)  COMP
 TG1175  MODELED GRAV-     980,748.2   (mgal)                       NAVD 88
 TG1175
 TG1175  VERT ORDER  -  SECOND    CLASS 0
 TG1175
 TG1175.The horizontal coordinates were scaled from a topographic map and have
 TG1175.an estimated accuracy of +/- 6 seconds.
 TG1175
 TG1175.The orthometric height was determined by differential leveling
 TG1175.and adjusted by the National Geodetic Survey in June 1991..
 TG1175
 TG1175.The geoid height was determined by GEOID03.
 TG1175
 TG1175.The dynamic height is computed by dividing the NAVD 88
 TG1175.geopotential number by the normal gravity value computed on the
 TG1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1175.degrees latitude (g = 980.6199 gals.).
 TG1175
 TG1175.The modeled gravity was interpolated from observed gravity values.
 TG1175
 TG1175;                    North         East    Units  Estimated Accuracy
 TG1175;SPC ND N     -   170,930.      390,060.      MT  (+/- 180 meters Scaled)
 TG1175
 TG1175                          SUPERSEDED SURVEY CONTROL
 TG1175
 TG1175  NGVD 29 (??/??/92)  672.471  (m)         2206.27   (f) ADJ UNCH    2 0
 TG1175
 TG1175.Superseded values are not recommended for survey control.
 TG1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1175.See file dsdata.txt to determine how the superseded data were derived.
 TG1175
 TG1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP224734(NAD 83)
 TG1175_MARKER: DB = BENCH MARK DISK
 TG1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1175_STAMPING: N 91 1934
 TG1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1175+STABILITY: SURFACE MOTION
 TG1175
 TG1175  HISTORY     - Date     Condition        Report By
 TG1175  HISTORY     - 1934     MONUMENTED       CGS
 TG1175  HISTORY     - 1951     GOOD             NGS
 TG1175  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1175
 TG1175                          STATION DESCRIPTION
 TG1175
 TG1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1175'16.1 MI N FROM EPPING.
 TG1175'16.1 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 42 FROM THE
 TG1175'GREAT NORTHERN RAILWAY STATION AT EPPING, WILLIAMS COUNTY, ABOUT 1
 TG1175'MILE SOUTH OF MUDDY CREEK, AT THE INTERSECTION OF A SECTION-LINE ROAD,
 TG1175'131 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE
 TG1175'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, AND IN LINE WITH A
 TG1175'ROW OF POLES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TG1175'INCHES ABOVE GROUND.
 TG1175
 TG1175                          STATION RECOVERY (1974)
 TG1175
 TG1175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0433 ***********************************************************************
 SO0433  DESIGNATION -  N 92
 SO0433  PID         -  SO0433
 SO0433  STATE/COUNTY-  ND/DUNN
 SO0433  USGS QUAD   -  LOST BRIDGE (1970)
 SO0433
 SO0433                         *CURRENT SURVEY CONTROL
 SO0433  ___________________________________________________________________
 SO0433* NAD 83(1986)-  47 31 54.     (N)    102 50 38.     (W)     SCALED    
 SO0433* NAVD 88     -       756.899  (meters)    2483.26   (feet)  ADJUSTED  
 SO0433  ___________________________________________________________________
 SO0433  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 SO0433  DYNAMIC HT  -         756.940 (meters)    2483.39  (feet)  COMP
 SO0433  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 SO0433
 SO0433  VERT ORDER  -  SECOND    CLASS 0
 SO0433
 SO0433.The horizontal coordinates were scaled from a topographic map and have
 SO0433.an estimated accuracy of +/- 6 seconds.
 SO0433
 SO0433.The orthometric height was determined by differential leveling
 SO0433.and adjusted by the National Geodetic Survey in June 1991..
 SO0433
 SO0433.The geoid height was determined by GEOID03.
 SO0433
 SO0433.The dynamic height is computed by dividing the NAVD 88
 SO0433.geopotential number by the normal gravity value computed on the
 SO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0433.degrees latitude (g = 980.6199 gals.).
 SO0433
 SO0433.The modeled gravity was interpolated from observed gravity values.
 SO0433
 SO0433;                    North         East    Units  Estimated Accuracy
 SO0433;SPC ND S     -   209,950.      423,530.      MT  (+/- 180 meters Scaled)
 SO0433
 SO0433                          SUPERSEDED SURVEY CONTROL
 SO0433
 SO0433  NGVD 29 (??/??/92)  756.388  (m)         2481.58   (f) ADJ UNCH    2 0
 SO0433
 SO0433.Superseded values are not recommended for survey control.
 SO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0433.See file dsdata.txt to determine how the superseded data were derived.
 SO0433
 SO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN622665(NAD 83)
 SO0433_MARKER: DB = BENCH MARK DISK
 SO0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0433_STAMPING: N-92 1934
 SO0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0433+STABILITY: SURFACE MOTION
 SO0433
 SO0433  HISTORY     - Date     Condition        Report By
 SO0433  HISTORY     - 1934     MONUMENTED       CGS
 SO0433  HISTORY     - 1940     GOOD             NGS
 SO0433  HISTORY     - 1969     MARK NOT FOUND   USGS
 SO0433
 SO0433                          STATION DESCRIPTION
 SO0433
 SO0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0433'15.7 MI N FROM KILLDER.
 SO0433'ABOUT 15.7 MILES NORTH ALONG THE STATE HIGHWAY 22 FROM THE NORTHERN
 SO0433'PACIFIC RAILWAY STATION AT KILLDEER, ABOUT 8.4 MILES SOUTH OF THE
 SO0433'LITTLE MISSOURI RIVER BRIDGE, 95 YARDS NORTH OF A SECTION LINE FENCE
 SO0433'AND A 2 BY 2 FOOT BOX CULVERT, 149 FEET SOUTH OF THE SOUTH-EAST CORNER
 SO0433'OF CHAS. LEE FARM HOUSE, 39 FEET WEST OF THE CENTER LINE OF THE
 SO0433'HIGHWAY AND 1.5 FOOT SOUTH OF A WHITE WOODEN POST STENCILED U.S.B.M. A
 SO0433'STANDARD DISK STAMPED N-92 1934 AND SET IN THE TOP OF A CONCRETE POST
 SO0433'0.6 FOOT HIGH.
 SO0433
 SO0433                          STATION RECOVERY (1969)
 SO0433
 SO0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 SO0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0624 ***********************************************************************
 SO0624  DESIGNATION -  N 93 RESET
 SO0624  PID         -  SO0624
 SO0624  STATE/COUNTY-  ND/MCKENZIE
 SO0624  USGS QUAD   -  MOLINE SCHOOL (1972)
 SO0624
 SO0624                         *CURRENT SURVEY CONTROL
 SO0624  ___________________________________________________________________
 SO0624* NAD 83(1986)-  47 41 20.     (N)    103 38 50.     (W)     SCALED    
 SO0624* NAVD 88     -       690.88   (+/-2cm)    2266.7    (feet)  VERTCON   
 SO0624  ___________________________________________________________________
 SO0624  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 SO0624
 SO0624  VERT ORDER  -  THIRD (See Below)
 SO0624
 SO0624.The horizontal coordinates were scaled from a topographic map and have
 SO0624.an estimated accuracy of +/- 6 seconds.
 SO0624
 SO0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0624.The vertical order pertains to the NGVD 29 superseded value.
 SO0624
 SO0624.The geoid height was determined by GEOID03.
 SO0624
 SO0624;                    North         East    Units  Estimated Accuracy
 SO0624;SPC ND N     -    81,420.      363,800.      MT  (+/- 180 meters Scaled)
 SO0624
 SO0624                          SUPERSEDED SURVEY CONTROL
 SO0624
 SO0624  NGVD 29 (11/04/04)  690.33   (m)         2264.9    (f) RESET       3  
 SO0624
 SO0624.Superseded values are not recommended for survey control.
 SO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0624.See file dsdata.txt to determine how the superseded data were derived.
 SO0624
 SO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN015826(NAD 83)
 SO0624_MARKER: DB = BENCH MARK DISK
 SO0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0624_STAMPING: N 93 RESET 1969
 SO0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0624+STABILITY: SURFACE MOTION
 SO0624
 SO0624  HISTORY     - Date     Condition        Report By
 SO0624  HISTORY     - 1969     MONUMENTED       NDHD
 SO0624  HISTORY     - 1970     GOOD             NDHD
 SO0624
 SO0624                          STATION DESCRIPTION
 SO0624
 SO0624'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1970
 SO0624'10.2 MI S FROM ALEXANDER.
 SO0624'ABOUT 10.2 MILES SOUTH ALONG STATE HIGHWAY 16 FROM THE GREAT NORTHERN
 SO0624'RAILWAY STATION AT ALEXANDER, AT THE INTERSECTION OF A COUNTY LINE
 SO0624'ROAD, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTH
 SO0624'OF THE CENTER LINE OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SO0624'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0317 ***********************************************************************
 SO0317  DESIGNATION -  N 95
 SO0317  PID         -  SO0317
 SO0317  STATE/COUNTY-  ND/DUNN
 SO0317  USGS QUAD   -  MARSHALL SE (1973)
 SO0317
 SO0317                         *CURRENT SURVEY CONTROL
 SO0317  ___________________________________________________________________
 SO0317* NAD 83(1986)-  47 02 11.     (N)    102 20 08.     (W)     SCALED    
 SO0317* NAVD 88     -       653.491  (meters)    2144.00   (feet)  ADJUSTED  
 SO0317  ___________________________________________________________________
 SO0317  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 SO0317  DYNAMIC HT  -         653.511 (meters)    2144.06  (feet)  COMP
 SO0317  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 SO0317
 SO0317  VERT ORDER  -  SECOND    CLASS 0
 SO0317
 SO0317.The horizontal coordinates were scaled from a topographic map and have
 SO0317.an estimated accuracy of +/- 6 seconds.
 SO0317
 SO0317.The orthometric height was determined by differential leveling
 SO0317.and adjusted by the National Geodetic Survey in June 1991..
 SO0317
 SO0317.The geoid height was determined by GEOID03.
 SO0317
 SO0317.The dynamic height is computed by dividing the NAVD 88
 SO0317.geopotential number by the normal gravity value computed on the
 SO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0317.degrees latitude (g = 980.6199 gals.).
 SO0317
 SO0317.The modeled gravity was interpolated from observed gravity values.
 SO0317
 SO0317;                    North         East    Units  Estimated Accuracy
 SO0317;SPC ND S     -   153,890.      460,510.      MT  (+/- 180 meters Scaled)
 SO0317
 SO0317                          SUPERSEDED SURVEY CONTROL
 SO0317
 SO0317  NGVD 29 (??/??/92)  652.994  (m)         2142.36   (f) ADJ UNCH    2 0
 SO0317
 SO0317.Superseded values are not recommended for survey control.
 SO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0317.See file dsdata.txt to determine how the superseded data were derived.
 SO0317
 SO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN024126(NAD 83)
 SO0317_MARKER: DB = BENCH MARK DISK
 SO0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0317_STAMPING: N 95 1934
 SO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0317+STABILITY: SURFACE MOTION
 SO0317
 SO0317  HISTORY     - Date     Condition        Report By
 SO0317  HISTORY     - 1934     MONUMENTED       CGS
 SO0317  HISTORY     - 1960     MARK NOT FOUND   NGS
 SO0317
 SO0317                          STATION DESCRIPTION
 SO0317
 SO0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SO0317'7.0 MI S FROM MARSHALL.
 SO0317'IN DUNN COUNTY, 7.0 MILES SOUTH ALONG STATE HIGHWAY 8 FROM THE KNIFE
 SO0317'RIVER BRIDGE AT MARSHALL, DUNN COUNTY, 10.9 MILES NORTH OF THE
 SO0317'NORTHERN PACIFIC RAILWAY STATION AT RICHARDTON, STARK COUNTY, 290
 SO0317'YARDS SOUTHEAST OF THE CENTERLINE OF A GRADED COUNTY CROSS ROAD, 142
 SO0317'FEET NORTHWEST OF THE CENTERLINE OF A CATTLE-CROSSING APPROACH, 45
 SO0317'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 SO0317'NORTHEAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SO0317'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0218 ***********************************************************************
 RS0218  DESIGNATION -  N 97
 RS0218  PID         -  RS0218
 RS0218  STATE/COUNTY-  ND/SLOPE
 RS0218  USGS QUAD   -  MARMARTH SE (1979)
 RS0218
 RS0218                         *CURRENT SURVEY CONTROL
 RS0218  ___________________________________________________________________
 RS0218* NAD 83(1986)-  46 18 39.     (N)    103 50 58.     (W)     SCALED    
 RS0218* NAVD 88     -       867.181  (meters)    2845.08   (feet)  ADJUSTED  
 RS0218  ___________________________________________________________________
 RS0218  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 RS0218  DYNAMIC HT  -         867.105 (meters)    2844.83  (feet)  COMP
 RS0218  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 RS0218
 RS0218  VERT ORDER  -  SECOND    CLASS 0
 RS0218
 RS0218.The horizontal coordinates were scaled from a topographic map and have
 RS0218.an estimated accuracy of +/- 6 seconds.
 RS0218
 RS0218.The orthometric height was determined by differential leveling
 RS0218.and adjusted by the National Geodetic Survey in June 1991..
 RS0218
 RS0218.The geoid height was determined by GEOID03.
 RS0218
 RS0218.The dynamic height is computed by dividing the NAVD 88
 RS0218.geopotential number by the normal gravity value computed on the
 RS0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0218.degrees latitude (g = 980.6199 gals.).
 RS0218
 RS0218.The modeled gravity was interpolated from observed gravity values.
 RS0218
 RS0218;                    North         East    Units  Estimated Accuracy
 RS0218;SPC ND S     -    77,100.      342,080.      MT  (+/- 180 meters Scaled)
 RS0218
 RS0218                          SUPERSEDED SURVEY CONTROL
 RS0218
 RS0218  NGVD 29 (??/??/92)  866.639  (m)         2843.30   (f) ADJ UNCH    2 0
 RS0218
 RS0218.Superseded values are not recommended for survey control.
 RS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0218.See file dsdata.txt to determine how the superseded data were derived.
 RS0218
 RS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM885292(NAD 83)
 RS0218_MARKER: DB = BENCH MARK DISK
 RS0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0218_STAMPING: N-97 -- 1934
 RS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0218+STABILITY: SURFACE MOTION
 RS0218
 RS0218  HISTORY     - Date     Condition        Report By
 RS0218  HISTORY     - 1934     MONUMENTED       CGS
 RS0218  HISTORY     - 1974     MARK NOT FOUND   USGS
 RS0218
 RS0218                          STATION DESCRIPTION
 RS0218
 RS0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0218'4.5 MI NE FROM MARMARTH.
 RS0218'4.5 MILES NORTHEAST OF THE CHICAGO MILWAUKEE, ST. PAUL AND PACIFIC
 RS0218'RAILROAD AT MARMARTH.  ABOUT 0.3 OF MILE SOUTH OF A FARM HOUSE.  ON
 RS0218'NORTHEAST SLOPE OF A LONG HILL.  30 FEET SOUTHEAST OF CENTER LINE OF
 RS0218'RIVER ROAD.  16 FEET SOUTHWEST OF CORNER FENCE POST.  2.6 FEET
 RS0218'NORTHWEST OF FENCE.  A STANDARD TABLET SET IN TOP OF CONCRETE POST 4
 RS0218'INCHES HIGH.
 RS0218
 RS0218                          STATION RECOVERY (1974)
 RS0218
 RS0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 RS0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0247 ***********************************************************************
 RS0247  DESIGNATION -  N 98
 RS0247  PID         -  RS0247
 RS0247  STATE/COUNTY-  ND/BILLINGS
 RS0247  USGS QUAD   -  BULLION BUTTE (1979)
 RS0247
 RS0247                         *CURRENT SURVEY CONTROL
 RS0247  ___________________________________________________________________
 RS0247* NAD 83(1986)-  46 43 01.     (N)    103 36 34.     (W)     SCALED    
 RS0247* NAVD 88     -       751.114  (meters)    2464.28   (feet)  ADJUSTED  
 RS0247  ___________________________________________________________________
 RS0247  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 RS0247  DYNAMIC HT  -         751.103 (meters)    2464.24  (feet)  COMP
 RS0247  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 RS0247
 RS0247  VERT ORDER  -  SECOND    CLASS 0
 RS0247
 RS0247.The horizontal coordinates were scaled from a topographic map and have
 RS0247.an estimated accuracy of +/- 6 seconds.
 RS0247
 RS0247.The orthometric height was determined by differential leveling
 RS0247.and adjusted by the National Geodetic Survey in June 1991..
 RS0247
 RS0247.The geoid height was determined by GEOID03.
 RS0247
 RS0247.The dynamic height is computed by dividing the NAVD 88
 RS0247.geopotential number by the normal gravity value computed on the
 RS0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0247.degrees latitude (g = 980.6199 gals.).
 RS0247
 RS0247.The modeled gravity was interpolated from observed gravity values.
 RS0247
 RS0247;                    North         East    Units  Estimated Accuracy
 RS0247;SPC ND S     -   121,450.      362,340.      MT  (+/- 180 meters Scaled)
 RS0247
 RS0247                          SUPERSEDED SURVEY CONTROL
 RS0247
 RS0247  NGVD 29 (??/??/92)  750.600  (m)         2462.59   (f) ADJ UNCH    2 0
 RS0247
 RS0247.Superseded values are not recommended for survey control.
 RS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0247.See file dsdata.txt to determine how the superseded data were derived.
 RS0247
 RS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM062746(NAD 83)
 RS0247_MARKER: DB = BENCH MARK DISK
 RS0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0247_STAMPING: N 98 1934
 RS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0247+STABILITY: SURFACE MOTION
 RS0247
 RS0247  HISTORY     - Date     Condition        Report By
 RS0247  HISTORY     - 1934     MONUMENTED       CGS
 RS0247  HISTORY     - 1974     GOOD             USGS
 RS0247
 RS0247                          STATION DESCRIPTION
 RS0247
 RS0247'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 RS0247'14.0 MI S FROM MEDORA.
 RS0247'ABOUT 18.4 MI S ALONG RIVER TO MARMARTH FROM MEDORA ABOUT 14 MI
 RS0247'(AIRLINE) S UP THE LITTLE MISSOURI RIVER FROM MEDORA, IN THE SW COR OF
 RS0247'SEC 31, T 138 N, R 102 W.  60 FT W AND 42 FT S OF THE JUNCTION OF THE
 RS0247'PIPELINE RD WITH THE WEST RIVER RD, 70 FT N OF THE E-W TOWNSHIP FENCE.
 RS0247'A STD DISK STAMPED N 98 1934 SET IN THE TOP OF A CONC POST PROJECTING
 RS0247'6 INCHES ABOVE GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0038 ***********************************************************************
 RS0038  DESIGNATION -  N 99
 RS0038  PID         -  RS0038
 RS0038  STATE/COUNTY-  ND/HETTINGER
 RS0038  USGS QUAD   -  MOTT SOUTH (1966)
 RS0038
 RS0038                         *CURRENT SURVEY CONTROL
 RS0038  ___________________________________________________________________
 RS0038* NAD 83(1986)-  46 22 25.     (N)    102 16 49.     (W)     SCALED    
 RS0038* NAVD 88     -       729.197  (meters)    2392.37   (feet)  ADJUSTED  
 RS0038  ___________________________________________________________________
 RS0038  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 RS0038  DYNAMIC HT  -         729.150 (meters)    2392.22  (feet)  COMP
 RS0038  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 RS0038
 RS0038  VERT ORDER  -  SECOND    CLASS 0
 RS0038
 RS0038.The horizontal coordinates were scaled from a topographic map and have
 RS0038.an estimated accuracy of +/- 6 seconds.
 RS0038
 RS0038.The orthometric height was determined by differential leveling
 RS0038.and adjusted by the National Geodetic Survey in June 1991..
 RS0038
 RS0038.The geoid height was determined by GEOID03.
 RS0038
 RS0038.The dynamic height is computed by dividing the NAVD 88
 RS0038.geopotential number by the normal gravity value computed on the
 RS0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0038.degrees latitude (g = 980.6199 gals.).
 RS0038
 RS0038.The modeled gravity was interpolated from observed gravity values.
 RS0038
 RS0038;                    North         East    Units  Estimated Accuracy
 RS0038;SPC ND S     -    80,130.      463,040.      MT  (+/- 180 meters Scaled)
 RS0038
 RS0038                          SUPERSEDED SURVEY CONTROL
 RS0038
 RS0038  NGVD 29 (??/??/92)  728.681  (m)         2390.68   (f) ADJ UNCH    2 0
 RS0038
 RS0038.Superseded values are not recommended for survey control.
 RS0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0038.See file dsdata.txt to determine how the superseded data were derived.
 RS0038
 RS0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM091391(NAD 83)
 RS0038_MARKER: DB = BENCH MARK DISK
 RS0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0038_STAMPING: N99 1934
 RS0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0038+STABILITY: SURFACE MOTION
 RS0038
 RS0038  HISTORY     - Date     Condition        Report By
 RS0038  HISTORY     - 1934     MONUMENTED       CGS
 RS0038  HISTORY     - 1965     GOOD             USGS
 RS0038  HISTORY     - 1968     GOOD             DOD
 RS0038
 RS0038                          STATION DESCRIPTION
 RS0038
 RS0038'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 RS0038'2.3 MI E FROM MOTT.
 RS0038'MOTT, ABOUT 2.3 MI. E. OF, ALONG THE NORTHERN PACIFIC R.R., IN THE SE
 RS0038'COR SEC. 31, T.134 N., R.92 W. 49 FT S., 14 FT W. AND 2.0 FT. LOWER
 RS0038'THAN THE R.R. TRACK AT A N.-S. JOG IN THE RIGHT OF WAY FES.  IN A
 RS0038'CONC. POST, A STD. TABLET, STAMPED N 99 1934.
 RS0038
 RS0038                          STATION RECOVERY (1968)
 RS0038
 RS0038'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 RS0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0947 ***********************************************************************
 RR0947  DESIGNATION -  NAGEL
 RR0947  PID         -  RR0947
 RR0947  STATE/COUNTY-  ND/MORTON
 RR0947  USGS QUAD   -  NORTH ALMONT (1980)
 RR0947
 RR0947                         *CURRENT SURVEY CONTROL
 RR0947  ___________________________________________________________________
 RR0947* NAD 83(1996)-  46 51 23.19148(N)    101 37 10.21262(W)     ADJUSTED  
 RR0947* NAVD 88     -       708.2    (meters)    2323.     (feet)  VERTCON   
 RR0947  ___________________________________________________________________
 RR0947  X           -    -880,130.727 (meters)                     COMP
 RR0947  Y           -  -4,280,265.006 (meters)                     COMP
 RR0947  Z           -   4,631,368.388 (meters)                     COMP
 RR0947  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 RR0947  ELLIP HEIGHT-         688.55  (meters)          (01/23/98) GPS OBS
 RR0947  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 RR0947
 RR0947  HORZ ORDER  -  FIRST
 RR0947  ELLP ORDER  -  FOURTH    CLASS I
 RR0947
 RR0947.The horizontal coordinates were established by classical geodetic methods
 RR0947.and adjusted by the National Geodetic Survey in January 1998..
 RR0947
 RR0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0947
 RR0947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RR0947
 RR0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0947
 RR0947.The ellipsoidal height was determined by GPS observations
 RR0947.and is referenced to NAD 83.
 RR0947
 RR0947.The geoid height was determined by GEOID03.
 RR0947
 RR0947;                    North         East     Units Scale Factor Converg.
 RR0947;SPC ND S     -   132,859.906   514,635.613   MT  0.99993592   -0 48 59.6
 RR0947;SPC ND S     -   435,892.08  1,688,437.05   iFT  0.99993592   -0 48 59.6
 RR0947;UTM  14      - 5,192,542.842   300,322.374   MT  1.00009008   -1 54 42.9
 RR0947
 RR0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0947!SPC ND S     -   0.99989208  x   0.99993592  =   0.99982801
 RR0947!UTM  14      -   0.99989208  x   1.00009008  =   0.99998215
 RR0947
 RR0947|---------------------------------------------------------------------|
 RR0947| PID    Reference Object                     Distance      Geod. Az  |
 RR0947|                                                           dddmmss.s |
 RR0947| CQ8653 NAGEL RM 1                           14.207 METERS 05738     |
 RR0947| RR0602 NAGEL AZ MK                                        1621238.3 |
 RR0947| RR0971 GLEN ULLIN SAC HEART CATH CH        APPROX.16.6 KM 2535620.7 |
 RR0947| CQ8654 NAGEL RM 2                           14.053 METERS 29633     |
 RR0947|---------------------------------------------------------------------|
 RR0947
 RR0947                          SUPERSEDED SURVEY CONTROL
 RR0947
 RR0947  NAD 83(1986)-  46 51 23.18554(N)    101 37 10.20307(W) AD(       ) 1
 RR0947  NAD 27      -  46 51 23.18300(N)    101 37 08.67600(W) AD(       ) 1
 RR0947  NGVD 29 (02/28/92)  707.8    (m)         2322.     (f) GPS OBS        
 RR0947
 RR0947.Superseded values are not recommended for survey control.
 RR0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0947.See file dsdata.txt to determine how the superseded data were derived.
 RR0947
 RR0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0032292543(NAD 83)
 RR0947_MARKER: DS = TRIANGULATION STATION DISK
 RR0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0947_SP_SET: CONCRETE POST
 RR0947_STAMPING: NAGEL 1951
 RR0947_MARK LOGO: CGS   
 RR0947_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0947+STABILITY: SURFACE MOTION
 RR0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0947+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1991
 RR0947
 RR0947  HISTORY     - Date     Condition        Report By
 RR0947  HISTORY     - 1951     MONUMENTED       CGS
 RR0947  HISTORY     - 1951     GOOD             CGS
 RR0947  HISTORY     - 1956     GOOD             CGS
 RR0947  HISTORY     - 1958     GOOD             USGS
 RR0947  HISTORY     - 19910808 GOOD             NGS
 RR0947
 RR0947                          STATION DESCRIPTION
 RR0947
 RR0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0947'STATION IS LOCATED ON THE SUMMIT OF A FLAT-TOPPED BUTTE ABOUT
 RR0947'10-1/4 MILES EAST AND 3 MILES NORTH OF GLEN ULLIN, AND ON
 RR0947'LAND OWNED BY EDWARD NAGEL JR.
 RR0947'
 RR0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 RR0947'AND STATE HIGHWAY 49 AT THE SOUTHWEST LIMITS OF GLEN ULLIN.
 RR0947'GO EASTERLY ON HIGHWAY 10 FOR 5.65 MILES TO AN UNDERPASS.
 RR0947'CONTINUE EASTERLY ON HIGHWAY 10 FOR 6.6 MILES TO A CROSSROADS
 RR0947'AND A SMALL CHURCH ON THE RIGHT.  TURN LEFT, GO ABOUT 75
 RR0947'FEET NORTH TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 RR0947'FOR 0.4 MILE TO A GATE ON THE LEFT.  PASS THROUGH THE GATE,
 RR0947'BEAR RIGHT AND GO NORTHWEST FOR 0.25 MILE TO THE HIGHEST POINT
 RR0947'AND THE STATION.
 RR0947'
 RR0947'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 RR0947'NAGEL 1951.
 RR0947'
 RR0947'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND THE DISK IS STAMPED
 RR0947'NAGEL NO 1 1951.
 RR0947'
 RR0947'REFERENCE MARK NO. 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 RR0947'NAGEL NO 2 1951.
 RR0947'
 RR0947'THE AZIMUTH MARK IS 75 FEET NORTH OF THE CENTER OF HIGHWAY
 RR0947'10, 29 FEET EAST OF THE CENTER OF A GRAVEL ROAD, AND 9 FEET
 RR0947'NORTH OF A FENCE CORNER.  THE MARK PROJECTS 5 INCHES AND THE
 RR0947'DISK IS STAMPED NAGEL 1951.
 RR0947'
 RR0947'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0947'CYLINDERS.
 RR0947
 RR0947                          STATION RECOVERY (1951)
 RR0947
 RR0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 RR0947'RECOVERED IN GOOD CONDITION.
 RR0947
 RR0947                          STATION RECOVERY (1956)
 RR0947
 RR0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0947'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 RR0947'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RR0947
 RR0947                          STATION RECOVERY (1958)
 RR0947
 RR0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0947'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RR0947
 RR0947                          STATION RECOVERY (1991)
 RR0947
 RR0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RR0947'STATION IS LOACATED ABOUT 19.3 KM (12.0 MI) EAST OF GLEN ULM, 16.4 KM
 RR0947'(10.2 MI) WEST OF NEW SALEM, ON THE SUMMIT OF A FLAT-TOPPED BUTTE,
 RR0947'1.1 KM (0.7 MI) NORTH OF THE FRIENDSHIP COMMUNITY CEMETERY AND 1.1 KM
 RR0947'(0.7 MI) NORTH OF COUNTY ROAD 139. OWNERSHIP--IN 1951 WAS EDWARD
 RR0947'NAGEL JR.
 RR0947'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 49 NORTH AND
 RR0947'COUNTY ROAD 139, LOCATED ABOUT 4.8 KM (3.0 MI) EAST OF GLEN ULM, GO
 RR0947'EAST ON COUNTY ROAD 139 FOR 4.0 KM (2.5 MI) TO A RAILROAD OVERPASS.
 RR0947'CONTINUE EAST ON COUNTY ROAD 139 FOR 11.1 KM (6.9 MI) TO A GRAVEL
 RR0947'ROAD ON THE RIGHT LEADING SOUTH TO THE FRIENDSHIP COMMUNITY CEMETERY
 RR0947'AND A WIRE GATE ON THE LEFT.  TURN LEFT, NORTH, THROUGH THE GATE ON A
 RR0947'TRACK ROAD BETWEEN TWO NORTH-SOUTH FENCELINES FOR 0.72 KM (0.45 MI)
 RR0947'TO A WIRE GATE ON THE LEFT LEADING TO PASTURELAND. TURN LEFT THROUGH
 RR0947'THE GATE AND BEAR RIGHT UPHILL IN A NORTHWESTERLY DIRECTION FOR ABOUT
 RR0947'0.48 KM (0.30 MI) TO THE HIGHEST POINT OF BUTTE AND THE STATION.
 RR0947'STATION IS SET BETWEEN TWO FIBERGLASS WITNESS POSTS AND PROJECTS ABOUT
 RR0947'15-CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0602 ***********************************************************************
 RR0602  DESIGNATION -  NAGEL AZ MK
 RR0602  PID         -  RR0602
 RR0602  STATE/COUNTY-  ND/MORTON
 RR0602  USGS QUAD   -  NORTH ALMONT (1980)
 RR0602
 RR0602                         *CURRENT SURVEY CONTROL
 RR0602  ___________________________________________________________________
 RR0602* NAD 83(1986)-  46 50 56.     (N)    101 36 57.     (W)     SCALED    
 RR0602* NAVD 88     -       667.040  (meters)    2188.45   (feet)  ADJUSTED  
 RR0602  ___________________________________________________________________
 RR0602  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 RR0602  DYNAMIC HT  -         667.044 (meters)    2188.46  (feet)  COMP
 RR0602  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 RR0602
 RR0602  VERT ORDER  -  FIRST     CLASS II
 RR0602
 RR0602.The horizontal coordinates were scaled from a topographic map and have
 RR0602.an estimated accuracy of +/- 6 seconds.
 RR0602
 RR0602.The orthometric height was determined by differential leveling
 RR0602.and adjusted by the National Geodetic Survey in June 1991..
 RR0602
 RR0602.The geoid height was determined by GEOID03.
 RR0602
 RR0602.The dynamic height is computed by dividing the NAVD 88
 RR0602.geopotential number by the normal gravity value computed on the
 RR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0602.degrees latitude (g = 980.6199 gals.).
 RR0602
 RR0602.The modeled gravity was interpolated from observed gravity values.
 RR0602
 RR0602;                    North         East    Units  Estimated Accuracy
 RR0602;SPC ND S     -   132,020.      514,900.      MT  (+/- 180 meters Scaled)
 RR0602
 RR0602                          SUPERSEDED SURVEY CONTROL
 RR0602
 RR0602.No superseded survey control is available for this station.
 RR0602
 RR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS005916(NAD 83)
 RR0602_MARKER: DZ = AZIMUTH MARK DISK
 RR0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0602_SP_SET: CONCRETE POST
 RR0602_STAMPING: NAGEL 1951
 RR0602_MARK LOGO: CGS   
 RR0602_PROJECTION: PROJECTING 10 CENTIMETERS
 RR0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0602+STABILITY: SURFACE MOTION
 RR0602
 RR0602  HISTORY     - Date     Condition        Report By
 RR0602  HISTORY     - 1951     MONUMENTED       CGS
 RR0602  HISTORY     - 1982     GOOD             NGS
 RR0602
 RR0602                          STATION DESCRIPTION
 RR0602
 RR0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0602'15.1 KM (9.4 MI) WEST FROM NEW SALEM.
 RR0602'15.1 KM (9.4 MI) WESTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0602'STATE HIGHWAY 31 IN NEW SALEM, 22.9 METERS (75.1 FT) NORTH OF THE
 RR0602'CENTERLINE OF THE ROAD, 16.8 METERS (55.1 FT) SOUTH OF UTILITY POLE
 RR0602'NUMBER 5-67, 8.9 METERS (29.2 FT) EAST OF THE CENTER OF A GRAVELED
 RR0602'ROAD LEADING NORTH, 2.8 METERS (9.2 FT) NORTH OF A FENCE CORNER AND
 RR0602'0.3 METER (1.0 FT) WEST OF A FENCE.
 RR0602'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0602'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1413 ***********************************************************************
 TD1413  DESIGNATION -  NASH
 TD1413  PID         -  TD1413
 TD1413  STATE/COUNTY-  ND/PEMBINA
 TD1413  USGS QUAD   -  BATHGATE NE (1970)
 TD1413
 TD1413                         *CURRENT SURVEY CONTROL
 TD1413  ___________________________________________________________________
 TD1413* NAD 83(1996)-  48 58 38.38839(N)    097 15 08.62007(W)     ADJUSTED  
 TD1413* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 TD1413  ___________________________________________________________________
 TD1413  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 TD1413  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 TD1413
 TD1413  HORZ ORDER  -  THIRD
 TD1413
 TD1413.The horizontal coordinates were established by classical geodetic methods
 TD1413.and adjusted by the National Geodetic Survey in January 1998..
 TD1413
 TD1413.The orthometric height was scaled from a topographic map.
 TD1413
 TD1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1413
 TD1413.The geoid height was determined by GEOID03.
 TD1413
 TD1413;                    North         East     Units Scale Factor Converg.
 TD1413;SPC ND N     -   224,869.903   837,684.144   MT  1.00005755   +2 24 59.9
 TD1413;SPC ND N     -   737,762.15  2,748,307.56   iFT  1.00005755   +2 24 59.9
 TD1413;SPC MN N     -   383,600.894   496,139.063   MT  1.00010233   -3 04 40.2
 TD1413;UTM  14      - 5,426,407.267   627,879.561   MT  0.99980090   +1 19 07.2
 TD1413
 TD1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1413!SPC ND N     -   0.99996649  x   1.00005755  =   1.00002404
 TD1413!SPC MN N     -   0.99996649  x   1.00010233  =   1.00006882
 TD1413!UTM  14      -   0.99996649  x   0.99980090  =   0.99976740
 TD1413
 TD1413:                Primary Azimuth Mark                     Grid Az
 TD1413:SPC ND N     -  WET                                      002 30 04.3
 TD1413:SPC MN N     -  WET                                      007 59 44.4
 TD1413:UTM  14      -  WET                                      003 35 57.0
 TD1413
 TD1413|---------------------------------------------------------------------|
 TD1413| PID    Reference Object                     Distance      Geod. Az  |
 TD1413|                                                           dddmmss.s |
 TD1413| TD1432 WET                                 APPROX. 5.9 KM 0045504.2 |
 TD1413|---------------------------------------------------------------------|
 TD1413
 TD1413                          SUPERSEDED SURVEY CONTROL
 TD1413
 TD1413  NAD 83(1986)-  48 58 38.37882(N)    097 15 08.61228(W) AD(       ) 3
 TD1413
 TD1413.Superseded values are not recommended for survey control.
 TD1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1413.See file dsdata.txt to determine how the superseded data were derived.
 TD1413
 TD1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV2788026407(NAD 83)
 TD1413_MARKER: DD = SURVEY DISK
 TD1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1413+STABILITY: SURFACE MOTION
 TD1413
 TD1413  HISTORY     - Date     Condition        Report By
 TD1413  HISTORY     - 1911     MONUMENTED       IBC
 TD1413
 TD1413                          STATION DESCRIPTION
 TD1413
 TD1413'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TD1413'ABOUT 1-2/3 MILES SOUTH OF INTERNATIONAL BOUNDARY MONUMENT 830, ON
 TD1413'THE NORTH LIMIT OF THE ROAD ALONG THE SOUTH SIDE OF SECTION 32,
 TD1413'TOWNSHIP 164 N, RANGE 51 W, FIFTH PRINCIPAL MERIDIAN, ABOUT 610 METERS
 TD1413'WEST OF THE NORTHERN PACIFIC RAILWAY.  THE STATION IS BETWEEN THE
 TD1413'TWELFTH AND THIRTEENTH ELECTRIC LIGHT POLES ON THE SOUTH SIDE OF THE
 TD1413'ROADWAY, THE FORMER BEING 26.2 METERS TO THE SOUTHEAST AND THE LATTER
 TD1413'33.3 METERS TO THE SOUTHWEST.  THE NEAREST TELEPHONE POLE ON THE NORTH
 TD1413'SIDE OF THE ROAD IS 11.2 METERS TO THE EAST AND 0.6 METER TO THE
 TD1413'NORTH.
 TD1413'
 TD1413'STATION MARK--A BRONZE DISK SET IN THE TOP OF A CONCRETE POST 12
 TD1413'INCHES SQUARE AND 3 FEET LONG, THE TOP OF THE POST JUST BELOW THE
 TD1413'SURFACE OF THE GROUND AND COVERED WITH SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2085 ***********************************************************************
 TG2085  DESIGNATION -  NAT
 TG2085  PID         -  TG2085
 TG2085  STATE/COUNTY-  ND/DIVIDE
 TG2085  USGS QUAD   -  AMBROSE (1948)
 TG2085
 TG2085                         *CURRENT SURVEY CONTROL
 TG2085  ___________________________________________________________________
 TG2085* NAD 83(1996)-  48 59 05.61941(N)    103 27 52.80051(W)     ADJUSTED  
 TG2085* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 TG2085  ___________________________________________________________________
 TG2085  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 TG2085  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 TG2085
 TG2085  HORZ ORDER  -  THIRD
 TG2085
 TG2085.The horizontal coordinates were established by classical geodetic methods
 TG2085.and adjusted by the National Geodetic Survey in January 1998..
 TG2085
 TG2085.The orthometric height was scaled from a topographic map.
 TG2085
 TG2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2085
 TG2085.The geoid height was determined by GEOID03.
 TG2085
 TG2085;                    North         East     Units Scale Factor Converg.
 TG2085;SPC ND N     -   224,875.146   383,045.096   MT  1.00005963   -2 12 22.0
 TG2085;SPC ND N     -   737,779.35  1,256,709.63   iFT  1.00005963   -2 12 22.0
 TG2085;UTM  13      - 5,426,912.284   612,330.253   MT  0.99975501   +1 09 30.9
 TG2085
 TG2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2085!SPC ND N     -   0.99990620  x   1.00005963  =   0.99996582
 TG2085!UTM  13      -   0.99990620  x   0.99975501  =   0.99966123
 TG2085
 TG2085:                Primary Azimuth Mark                     Grid Az
 TG2085:SPC ND N     -  AMBROSE E BASE                           180 35 56.8
 TG2085:UTM  13      -  AMBROSE E BASE                           177 14 03.9
 TG2085
 TG2085|---------------------------------------------------------------------|
 TG2085| PID    Reference Object                     Distance      Geod. Az  |
 TG2085|                                                           dddmmss.s |
 TG2085| TG1935 AMBROSE E BASE                      APPROX. 3.0 KM 1782334.8 |
 TG2085|---------------------------------------------------------------------|
 TG2085
 TG2085                          SUPERSEDED SURVEY CONTROL
 TG2085
 TG2085  NAD 83(1986)-  48 59 05.62226(N)    103 27 52.79071(W) AD(       ) 3
 TG2085  NAD 27      -  48 59 05.50000(N)    103 27 51.09900(W) AD(       ) 2
 TG2085
 TG2085.Superseded values are not recommended for survey control.
 TG2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2085.See file dsdata.txt to determine how the superseded data were derived.
 TG2085
 TG2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ1233026912(NAD 83)
 TG2085_MARKER: DD = SURVEY DISK
 TG2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2085+STABILITY: SURFACE MOTION
 TG2085
 TG2085  HISTORY     - Date     Condition        Report By
 TG2085  HISTORY     - 1911     MONUMENTED       IBC
 TG2085
 TG2085                          STATION DESCRIPTION
 TG2085
 TG2085'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG2085'ABOUT 1 MILE SOUTH OF A POINT ON THE INTERNATIONAL BOUNDARY
 TG2085'ONE-HALF MILE WEST OF MONUMENT 602.  IN SW 1/4 SEC. 31, T.164N.,
 TG2085'R.98W., FIFTH PRINCIPAL MERIDIAN.  ABOUT 1 MILE EAST OF AMBROSE
 TG2085'POST OFFICE.  THE STATION IS EAST OF THE CENTER OF THE ROAD ON THE
 TG2085'WEST BOUNDARY OF THE SECTION, ON A HILL.  IT IS APPROXIMATELY 2
 TG2085'METERS WEST OF THE FENCE ON THE EAST SIDE OF THE ROAD.
 TG2085'
 TG2085'STATION MARK--A BRONZE DISK MARKED U.S. AND C.B. SURVEY SET IN
 TG2085'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0832 ***********************************************************************
 RR0832  DESIGNATION -  NAUGHTON
 RR0832  PID         -  RR0832
 RR0832  STATE/COUNTY-  ND/BURLEIGH
 RR0832  USGS QUAD   -  SOLBERG BUTTE (1975)
 RR0832
 RR0832                         *CURRENT SURVEY CONTROL
 RR0832  ___________________________________________________________________
 RR0832* NAD 83(1996)-  46 55 57.48004(N)    100 37 19.44547(W)     ADJUSTED  
 RR0832* NAVD 88     -       653.     (meters)    2142.     (feet)  VERTCON   
 RR0832  ___________________________________________________________________
 RR0832  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 RR0832  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RR0832
 RR0832  HORZ ORDER  -  FIRST
 RR0832
 RR0832.The horizontal coordinates were established by classical geodetic methods
 RR0832.and adjusted by the National Geodetic Survey in January 1998..
 RR0832
 RR0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0832
 RR0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0832
 RR0832.The geoid height was determined by GEOID03.
 RR0832
 RR0832;                    North         East     Units Scale Factor Converg.
 RR0832;SPC ND S     -   140,728.388   590,704.906   MT  0.99993731   -0 05 20.5
 RR0832;SPC ND S     -   461,707.31  1,938,008.22   iFT  0.99993731   -0 05 20.5
 RR0832;UTM  14      - 5,198,954.951   376,527.506   MT  0.99978738   -1 11 06.6
 RR0832
 RR0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0832!SPC ND S     -   0.99990098  x   0.99993731  =   0.99983830
 RR0832!UTM  14      -   0.99990098  x   0.99978738  =   0.99968838
 RR0832
 RR0832|---------------------------------------------------------------------|
 RR0832| PID    Reference Object                     Distance      Geod. Az  |
 RR0832|                                                           dddmmss.s |
 RR0832| CO6488 NAUGHTON RM 1                         8.812 METERS 04023     |
 RR0832| RR0835 MENOKEN RADIO STA KFYR MAST         APPROX.10.5 KM 1453634.4 |
 RR0832| CO6487 NAUGHTON AZ MK                                     1831850.6 |
 RR0832| CO6489 NAUGHTON RM 2                         8.598 METERS 29548     |
 RR0832|---------------------------------------------------------------------|
 RR0832
 RR0832                          SUPERSEDED SURVEY CONTROL
 RR0832
 RR0832  NAD 83(1986)-  46 55 57.47121(N)    100 37 19.42428(W) AD(       ) 1
 RR0832  NAD 27      -  46 55 57.49500(N)    100 37 17.99800(W) AD(       ) 1
 RR0832  NGVD 29 (07/19/86)  653.     (m)         2142.     (f) VERT ANG       
 RR0832
 RR0832.Superseded values are not recommended for survey control.
 RR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0832.See file dsdata.txt to determine how the superseded data were derived.
 RR0832
 RR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS7652898955(NAD 83)
 RR0832_MARKER: DS = TRIANGULATION STATION DISK
 RR0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0832_STAMPING: NAUGHTON 1945
 RR0832_MARK LOGO: CGS   
 RR0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0832+STABILITY: SURFACE MOTION
 RR0832
 RR0832  HISTORY     - Date     Condition        Report By
 RR0832  HISTORY     - 1945     MONUMENTED       CGS
 RR0832  HISTORY     - 1948     GOOD             CGS
 RR0832  HISTORY     - 1957     GOOD             CGS
 RR0832  HISTORY     - 1971     GOOD             LOCENG
 RR0832  HISTORY     - 19950317 GOOD             CTMALE
 RR0832
 RR0832                          STATION DESCRIPTION
 RR0832
 RR0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 RR0832'STATION IS LOCATED ABOUT 12 MILES NE OF THE CITY OF BISMARCK
 RR0832'AND 9 MILES NW OF THE VILLAGE OF MENOKEN.  IT IS LOCATED ON
 RR0832'THE HIGHEST POINT OF A PROMINENT GROUP OF HILLS AND ABOUT 200
 RR0832'YARDS E OF A GRADED DIRT ROAD WHICH PASSES OVER THE GROUP OF
 RR0832'HILLS FROM THE N TO S.
 RR0832'
 RR0832'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 RR0832'TOP OF CONCRETE POSTS.  SURFACE MARK PROJECTS 3 INCHES AND THE
 RR0832'DISK IS STAMPED NAUGHTON 1945.
 RR0832'
 RR0832'REFERENCE MARK 1 IS 28.91 FEET NE OF THE STATION.  IT IS A
 RR0832'BRONZE REFERENCE DISK SET IN TOP OF A CONCRETE POST.  THE MARK
 RR0832'PROJECTS 2 INCHES AND THE DISK IS STAMPED NAUGHTON NO 1 1945.
 RR0832'
 RR0832'REFERENCE MARK 2 IS 28.21 FEET NW OF THE STATION.  IT IS A
 RR0832'BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST.  THE
 RR0832'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED NAUGHTON NO 2 1945.
 RR0832'
 RR0832'AZIMUTH MARK IS 1.7 MILES S OF THE STATION, ABOUT 110 YARDS
 RR0832'SW OF A FARMHOUSE, 58 FEET E OF THE APPROXIMATE CENTER LINE OF
 RR0832'A GRADED DIRT ROAD, 25 FEET S OF A FARM DRIVEWAY, 21 FEET E OF
 RR0832'A FENCE CORNERPOST AND TELEPHONE POLE, AND 1 FOOT N OF AN E-W
 RR0832'FENCE LINE.  IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A CONCRETE
 RR0832'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RR0832'NAUGHTON 1945.
 RR0832'
 RR0832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND
 RR0832'10 IN THE CITY OF BISMARCK, GO N ON U.S. HIGHWAY 83 FOR 5.3 MILES
 RR0832'TO A GRADED T-ROAD RIGHT, TURN RIGHT AND GO 7.0 MILES TO A CROSS
 RR0832'ROAD AND THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO 2.0 MILES
 RR0832'TO A FARM DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK AS
 RR0832'DESCRIBED.  CONTINUE ON N FOR 2.0 MILES TO A CROSS ROAD WHICH IS
 RR0832'JUST AFTER PASSING OVER THE GROUP OF HILLS, THENCE TURN RIGHT
 RR0832'AND GO 0.05 MILE TO AN ENTRANCE TO A CULTIVATED FIELD ON THE
 RR0832'RIGHT.  TURN RIGHT INTO FIELD AND GO E AND N AROUND THE EDGE
 RR0832'OF FIELD FOR 0.4 MILE, THENCE S ON TRACK ROAD FOR 0.4 MILE
 RR0832'TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 RR0832'
 RR0832'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 RR0832
 RR0832                          STATION RECOVERY (1948)
 RR0832
 RR0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0832'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 RR0832'TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 RR0832'
 RR0832'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF BISMARCK, ABOUT
 RR0832'9 MILES NORTHWEST OF MENOKEN, ABOUT 200 YARDS EAST OF A GRADED
 RR0832'DIRT ROAD, ON THE HIGHEST POINT OF A PROMINENT GROUP OF HILLS,
 RR0832'ON PROPERTY OF PAUL RYBERG.
 RR0832'
 RR0832'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 10 IN BISMARCK,
 RR0832'GO NORTH ON HIGHWAY 83 FOR 5.3 MILES TO A CROSSROAD, TURN RIGHT
 RR0832'AND GO 7.0 MILES TO A CROSSROAD, TURN LEFT AND GO 2.0 MILES TO
 RR0832'A FARM DRIVEWAY AND AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT
 RR0832'AHEAD FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO 0.25 MILE
 RR0832'TO A WIRE GATE ON RIGHT, TURN RIGHT THROUGH GATE AND GO SOUTH
 RR0832'ACROSS CULTIVATED FIELD FOR 0.35 MILE TO THE FOOT OF RIDGE,
 RR0832'TURN RIGHT AND GO 0.25 MILE TO THE HIGHEST POINT OF RIDGE AND
 RR0832'STATION.
 RR0832'
 RR0832'STATION IS 12 FEET WEST OF A WITNESS POST.  IT IS A STANDARD
 RR0832'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RR0832'POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RR0832'NAUGHTON 1945.
 RR0832'
 RR0832'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 RR0832'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0832'2 INCHES, AND THE DISK IS STAMPED NAUGHTON NO 1 1945.
 RR0832'
 RR0832'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 RR0832'THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0832'3 INCHES, AND THE DISK IS STAMPED NAUGHTON NO 2 1945.
 RR0832'
 RR0832'AZIMUTH MARK IS 1.7 MILES FROM THE STATION, 58 FEET EAST OF A
 RR0832'GRADED DIRT ROAD, 6 FEET EAST OF A WITNESS POST, AND 1 FOOT
 RR0832'NORTH OF A WIRE FENCE.  IT IS A STANDARD AZIMUTH MARK DISK SET
 RR0832'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST.  THE MARK PROJECTS
 RR0832'3 INCHES, AND THE DISK IS STAMPED NAUGHTON 1945.
 RR0832'
 RR0832'DUEMELAND, HOERR, DAVENPORT 1934, AND MC GARVEY 1934 WILL SEE
 RR0832'FROM A 4-FOOT STAND.
 RR0832
 RR0832                          STATION RECOVERY (1957)
 RR0832
 RR0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0832'THIS STATION RECOVERED AS DESCRIBED IN 1948 AND ALL MARKS FOUND
 RR0832'IN GOOD CONDITION.  THE DESCRIPTION TO REACH IS ADEQUATE.
 RR0832
 RR0832                          STATION RECOVERY (1971)
 RR0832
 RR0832'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (HGL)
 RR0832'STATION RECOVERED BY E.H. SCHMIDT CORP.
 RR0832'
 RR0832'DESCRIPTION IS ADEQUATE
 RR0832
 RR0832                          STATION RECOVERY (1995)
 RR0832
 RR0832'RECOVERY NOTE BY C T MALE ASSOCIATES 1995 (CD)
 RR0832'THE STATION MARK WAS FOUND IN GOOD CONDITION AND USED FOR LOCATING A
 RR0832'DCI CORRECTION STATION.  THE 1948 DESCRIPTION IS ADEQUATE TO REACH THE
 RR0832'MARK.  RM2 WAS ALSO RECOVERED IN GOOD CONDITION.  RM1 WAS SEARCHED FOR
 RR0832'BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QQ0765 ***********************************************************************
 QQ0765  DESIGNATION -  ND A
 QQ0765  PID         -  QQ0765
 QQ0765  STATE/COUNTY-  ND/SARGENT
 QQ0765  USGS QUAD   -  NEWARK NW (1956)
 QQ0765
 QQ0765                         *CURRENT SURVEY CONTROL
 QQ0765  ___________________________________________________________________
 QQ0765* NAD 83(1996)-  45 56 09.70163(N)    097 54 15.35688(W)     ADJUSTED  
 QQ0765* NAVD 88     -       396.5    (meters)    1301.     (feet)  VERTCON   
 QQ0765  ___________________________________________________________________
 QQ0765  X           -    -611,088.698 (meters)                     COMP
 QQ0765  Y           -  -4,401,471.812 (meters)                     COMP
 QQ0765  Z           -   4,560,571.972 (meters)                     COMP
 QQ0765  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 QQ0765  ELLIP HEIGHT-         371.10  (meters)          (05/25/04) GPS OBS
 QQ0765  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 QQ0765
 QQ0765  HORZ ORDER  -  FIRST
 QQ0765  ELLP ORDER  -  FOURTH    CLASS II
 QQ0765
 QQ0765.The horizontal coordinates were established by GPS observations
 QQ0765.and adjusted by the National Geodetic Survey in January 1998..
 QQ0765
 QQ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0765
 QQ0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0765
 QQ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0765
 QQ0765.The ellipsoidal height was determined by GPS observations
 QQ0765.and is referenced to NAD 83.
 QQ0765
 QQ0765.The geoid height was determined by GEOID03.
 QQ0765
 QQ0765;                    North         East     Units Scale Factor Converg.
 QQ0765;SPC ND S     -    33,267.642   801,280.731   MT  1.00005778   +1 53 35.8
 QQ0765;SPC ND S     -   109,145.81  2,628,873.79   iFT  1.00005778   +1 53 35.8
 QQ0765;SPC SD N     -   235,774.999   762,520.843   MT  1.00005860   +1 28 59.6
 QQ0765;SPC SD N     -   773,538.48  2,501,703.80   sFT  1.00005860   +1 28 59.6
 QQ0765;UTM  14      - 5,087,523.504   584,942.799   MT  0.99968870   +0 47 14.6
 QQ0765
 QQ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0765!SPC ND S     -   0.99994183  x   1.00005778  =   0.99999960
 QQ0765!SPC SD N     -   0.99994183  x   1.00005860  =   1.00000042
 QQ0765!UTM  14      -   0.99994183  x   0.99968870  =   0.99963054
 QQ0765
 QQ0765                          SUPERSEDED SURVEY CONTROL
 QQ0765
 QQ0765  ELLIP H (03/16/99)  371.11   (m)                       GP(       ) 4 1
 QQ0765  NAD 83(1986)-  45 56 09.69816(N)    097 54 15.35569(W) AD(       ) 1
 QQ0765  NGVD 29 (06/26/92)  396.2    (m)         1300.     (f) GPS OBS        
 QQ0765
 QQ0765.Superseded values are not recommended for survey control.
 QQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0765.See file dsdata.txt to determine how the superseded data were derived.
 QQ0765
 QQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR8494387524(NAD 83)
 QQ0765_MARKER: DD = SURVEY DISK
 QQ0765_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 QQ0765_SP_SET: BURIED IN GROUND
 QQ0765_STAMPING: ND-A 1983
 QQ0765_MARK LOGO: CTMAIN
 QQ0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0765+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 QQ0765
 QQ0765  HISTORY     - Date     Condition        Report By
 QQ0765  HISTORY     - 1983     MONUMENTED       CTMAIN
 QQ0765  HISTORY     - 19911027 GOOD             NGS
 QQ0765
 QQ0765                          STATION DESCRIPTION
 QQ0765
 QQ0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 QQ0765'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) SOUTHEAST OF OAKES,
 QQ0765'20.9 KM (13.0 MI) NORTHWEST OF BRITTON, SD, AND JUST NORTH OF THE
 QQ0765'NORTH DAKOTA-SOUTH DAKOTA STATE LINE ON SECTION LINE ROAD
 QQ0765'RIGHT-OF-WAY. OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 QQ0765'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 27
 QQ0765'SOUTH IN BRITTON, SD, GO WEST ON HIGHWAY 10 FOR 11.5 KM (7.1 MI) TO A
 QQ0765'CROSSROAD (MARSHALL COUNTY ROAD 11).  TURN RIGHT, NORTH, ON COUNTY
 QQ0765'ROAD 11 FOR 9.8 KM (6.1 MI) TO THE INTERSECTION OF COUNTY ROAD 4.
 QQ0765'CONTINUE AHEAD, NORTH, ON COUNTY ROAD 11, WHICH IS NOW GRAVEL, FOR
 QQ0765'6.5 KM (4.0 MI) TO A CURVE LEFT AND THE  NORTH DAKOTA-SOUTH DAKOTA
 QQ0765'STATE LINE AND TRACK ROAD TO THE RIGHT.  BEAR LEFT, WESTERLY, ON THE
 QQ0765'MAIN GRAVEL ROAD FOR 0.6 KM (0.4 MI) TO A CURVE TO THE RIGHT AND A
 QQ0765'TRACK ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, WEST, ON THE
 QQ0765'TRACK ROAD FOR 0.1 KM (0.1 MI) TO A TRACK ROAD ON THE RIGHT JUST
 QQ0765'BEFORE REACHING A FENCE AND FIELD ENTRANCE AND THE STATION ON THE
 QQ0765'RIGHT.
 QQ0765'THE STATION IS LOCATED 31.7 M (104.0 FT) NORTH FROM THE CENTER OF THE
 QQ0765'TRACK ROAD LEADING WEST, 18.6 M (61.0 FT) EAST FROM THE NORTH-SOUTH
 QQ0765'FENCE LINE, 1.5 M (4.9 FT) EAST FROM THE CENTER OF THE TRACK ROAD
 QQ0765'LEADING NORTH BACK TO THE MAIN GRAVEL ROAD AND ABOUT 30 CM BELOW
 QQ0765'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0777 ***********************************************************************
 RQ0777  DESIGNATION -  ND B
 RQ0777  PID         -  RQ0777
 RQ0777  STATE/COUNTY-  ND/DICKEY
 RQ0777  USGS QUAD   -  OAKES SE (1955)
 RQ0777
 RQ0777                         *CURRENT SURVEY CONTROL
 RQ0777  ___________________________________________________________________
 RQ0777* NAD 83(1996)-  46 06 20.86822(N)    098 00 27.16801(W)     ADJUSTED  
 RQ0777* NAVD 88     -       421.9    (meters)    1384.     (feet)  VERTCON   
 RQ0777  ___________________________________________________________________
 RQ0777  X           -    -617,132.536 (meters)                     COMP
 RQ0777  Y           -  -4,386,933.461 (meters)                     COMP
 RQ0777  Z           -   4,573,694.384 (meters)                     COMP
 RQ0777  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 RQ0777  ELLIP HEIGHT-         396.58  (meters)          (05/25/04) GPS OBS
 RQ0777  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 RQ0777
 RQ0777  HORZ ORDER  -  FIRST
 RQ0777  ELLP ORDER  -  FOURTH    CLASS II
 RQ0777
 RQ0777.The horizontal coordinates were established by GPS observations
 RQ0777.and adjusted by the National Geodetic Survey in January 1998..
 RQ0777
 RQ0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0777
 RQ0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RQ0777
 RQ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0777
 RQ0777.The ellipsoidal height was determined by GPS observations
 RQ0777.and is referenced to NAD 83.
 RQ0777
 RQ0777.The geoid height was determined by GEOID03.
 RQ0777
 RQ0777;                    North         East     Units Scale Factor Converg.
 RQ0777;SPC ND S     -    51,869.513   792,676.124   MT  1.00001614   +1 49 04.6
 RQ0777;SPC ND S     -   170,175.57  2,600,643.45   iFT  1.00001614   +1 49 04.6
 RQ0777;UTM  14      - 5,106,281.071   576,701.218   MT  0.99967232   +0 42 54.8
 RQ0777
 RQ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0777!SPC ND S     -   0.99993783  x   1.00001614  =   0.99995397
 RQ0777!UTM  14      -   0.99993783  x   0.99967232  =   0.99961017
 RQ0777
 RQ0777                          SUPERSEDED SURVEY CONTROL
 RQ0777
 RQ0777  ELLIP H (03/16/99)  396.63   (m)                       GP(       ) 4 1
 RQ0777  ELLIP H (01/23/98)  396.64   (m)                       GP(       ) 4 1
 RQ0777  NAD 83(1986)-  46 06 20.86785(N)    098 00 27.16201(W) AD(       ) 1
 RQ0777  NGVD 29 (06/26/92)  421.6    (m)         1383.     (f) GPS OBS        
 RQ0777
 RQ0777.Superseded values are not recommended for survey control.
 RQ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0777.See file dsdata.txt to determine how the superseded data were derived.
 RQ0777
 RQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7670106281(NAD 83)
 RQ0777_MARKER: DD = SURVEY DISK
 RQ0777_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RQ0777_SP_SET: BURIED IN GROUND
 RQ0777_STAMPING: ND-B 1983
 RQ0777_MARK LOGO: CTMAIN
 RQ0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0777+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 RQ0777
 RQ0777  HISTORY     - Date     Condition        Report By
 RQ0777  HISTORY     - 1983     MONUMENTED       CTMAIN
 RQ0777  HISTORY     - 19911027 GOOD             NGS
 RQ0777
 RQ0777                          STATION DESCRIPTION
 RQ0777
 RQ0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RQ0777'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHEAST OF OAKES, 0.4
 RQ0777'KM (0.2 MI) SOUTH OF STATE HIGHWAY 11, ON THE WEST SIDE OF THE
 RQ0777'DICKEY-SARGENT COUNTY LINE ROAD AND ON TOP OF THE HIGHEST ONE OF TWO
 RQ0777'KNOLLS. OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 RQ0777'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 1 AND MAIN STREET
 RQ0777'AT THE FLASHING RED LIGHT IN THE CENTER OF OAKES, GO SOUTH ON HIGHWAY
 RQ0777'1 FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF STATE HIGHWAY 11 EAST ON THE
 RQ0777'LEFT. TURN LEFT, EAST, ON HIGHWAY 11 FOR 6.4 KM (4.0 MI) TO THE
 RQ0777'DICKEY-SARGENT COUNTY LINE AND GRAVEL SECTION LINE ROAD ON THE RIGHT.
 RQ0777'TURN RIGHT, SOUTH, ON GRAVEL ROAD FOR 0.4 KM (0.2 MI) TO THE STATION
 RQ0777'ON THE RIGHT AT THE NORTH EDGE OF THE LOW ROAD CUT ON TOP OF THE
 RQ0777'KNOLL.
 RQ0777'THE STATION IS LOCATED 18.6 M (61.0 FT) EAST-SOUTHEAST FROM THE
 RQ0777'SOUTHEAST FACE OF AN 80 X 110 CM BOULDER ON THE NORTHEAST EDGE OF
 RQ0777'ROAD CUT, 15.1 M (49.5 FT) WEST FROM THE RIGHT-OF-WAY FENCE ON THE
 RQ0777'EAST SIDE OF THE ROAD, 7.9 M (25.9 FT) EAST FROM THE RIGHT-OF-WAY
 RQ0777'FENCE ON THE WEST SIDE OF THE ROAD, 3.8 M (12.5 FT) WEST FROM THE
 RQ0777'CENTER OF THE ROAD AND ABOUT 30 CM BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1216 ***********************************************************************
 RP1216  DESIGNATION -  ND C
 RP1216  PID         -  RP1216
 RP1216  STATE/COUNTY-  ND/SARGENT
 RP1216  USGS QUAD   -  CRETE (1952)
 RP1216
 RP1216                         *CURRENT SURVEY CONTROL
 RP1216  ___________________________________________________________________
 RP1216* NAD 83(1996)-  46 14 30.24745(N)    097 57 56.41651(W)     ADJUSTED  
 RP1216* NAVD 88     -       405.1    (meters)    1329.     (feet)  VERTCON   
 RP1216  ___________________________________________________________________
 RP1216  X           -    -612,413.744 (meters)                     COMP
 RP1216  Y           -  -4,376,575.234 (meters)                     COMP
 RP1216  Z           -   4,584,146.402 (meters)                     COMP
 RP1216  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 RP1216  ELLIP HEIGHT-         379.88  (meters)          (05/25/04) GPS OBS
 RP1216  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 RP1216
 RP1216  HORZ ORDER  -  FIRST
 RP1216  ELLP ORDER  -  FOURTH    CLASS II
 RP1216
 RP1216.The horizontal coordinates were established by GPS observations
 RP1216.and adjusted by the National Geodetic Survey in January 1998..
 RP1216
 RP1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1216
 RP1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1216
 RP1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1216
 RP1216.The ellipsoidal height was determined by GPS observations
 RP1216.and is referenced to NAD 83.
 RP1216
 RP1216.The geoid height was determined by GEOID03.
 RP1216
 RP1216;                    North         East     Units Scale Factor Converg.
 RP1216;SPC ND S     -    67,075.481   795,424.731   MT  0.99998903   +1 50 54.6
 RP1216;SPC ND S     -   220,063.91  2,609,661.19   iFT  0.99998903   +1 50 54.6
 RP1216;UTM  14      - 5,121,426.407   579,740.790   MT  0.99967816   +0 44 49.6
 RP1216
 RP1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1216!SPC ND S     -   0.99994045  x   0.99998903  =   0.99992948
 RP1216!UTM  14      -   0.99994045  x   0.99967816  =   0.99961863
 RP1216
 RP1216                          SUPERSEDED SURVEY CONTROL
 RP1216
 RP1216  ELLIP H (03/16/99)  379.95   (m)                       GP(       ) 4 1
 RP1216  ELLIP H (01/23/98)  379.93   (m)                       GP(       ) 4 1
 RP1216  NAD 83(1986)-  46 14 30.24940(N)    097 57 56.40811(W) AD(       ) 1
 RP1216  NGVD 29 (06/26/92)  404.8    (m)         1328.     (f) GPS OBS        
 RP1216
 RP1216.Superseded values are not recommended for survey control.
 RP1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1216.See file dsdata.txt to determine how the superseded data were derived.
 RP1216
 RP1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7974121426(NAD 83)
 RP1216_MARKER: DD = SURVEY DISK
 RP1216_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RP1216_SP_SET: BURIED IN GROUND
 RP1216_STAMPING: ND-C 1983
 RP1216_MARK LOGO: CTMAIN
 RP1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1216+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 RP1216
 RP1216  HISTORY     - Date     Condition        Report By
 RP1216  HISTORY     - 1983     MONUMENTED       CTMAIN
 RP1216  HISTORY     - 19911027 GOOD             NGS
 RP1216
 RP1216                          STATION DESCRIPTION
 RP1216
 RP1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RP1216'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) WEST-NORTHWEST OF
 RP1216'GWINNER, 19.3 KM (12.0 MI) NORTHEAST OF OAKES, 1.8 KM (1.1 MI) NORTH
 RP1216'OF STATE HIGHWAY 13 AND IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 RP1216'PAVED COUNTY ROAD 2 AND A GRAVELED ASPHALT FIELD ENTRANCE.
 RP1216'OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 RP1216'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13,
 RP1216'ABOUT 9.6 KM (6.0 MI) NORTH OF OAKES, GO EAST ON HIGHWAY 13 FOR 9.65
 RP1216'KM (6.00 MI) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT (COUNTY ROAD
 RP1216'2).  TURN LEFT, NORTH, ON COUNTY ROAD 2 FOR 1.61 KM (1.00 MI) TO THE
 RP1216'INTERSECTION OF A GRAVEL SECTION LINE ROAD.  CONTINUE AHEAD ON COUNTY
 RP1216'ROAD 2 FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 RP1216'THE STATION IS LOCATED 28.0 M (91.9 FT) WEST-SOUTHWEST AND ACROSS THE
 RP1216'ROAD FROM THE SOUTHERN ONE OF TWO WOODEN BRACE POSTS IN THE
 RP1216'NORTH-SOUTH FENCE, 12.0 M (39.4 FT) EAST FROM THE EAST EDGE OF THE
 RP1216'CULTIVATED FIELD, 7.4 M (24.3 FT) WEST FROM THE CENTER OF THE COUNTY
 RP1216'ROAD, 5.0 M (16.4 FT) SOUTH FROM THE CENTER OF THE GRAVELED ASPHALT
 RP1216'FIELD ENTRANCE AND ABOUT 30 CM BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0778 ***********************************************************************
 RQ0778  DESIGNATION -  ND D
 RQ0778  PID         -  RQ0778
 RQ0778  STATE/COUNTY-  ND/RANSOM
 RQ0778  USGS QUAD   -  VERONA NE (1970)
 RQ0778
 RQ0778                         *CURRENT SURVEY CONTROL
 RQ0778  ___________________________________________________________________
 RQ0778* NAD 83(1996)-  46 24 23.46443(N)    098 00 49.33808(W)     ADJUSTED  
 RQ0778* NAVD 88     -       418.7    (meters)    1374.     (feet)  VERTCON   
 RQ0778  ___________________________________________________________________
 RQ0778  X           -    -614,236.958 (meters)                     COMP
 RQ0778  Y           -  -4,362,950.475 (meters)                     COMP
 RQ0778  Z           -   4,596,806.326 (meters)                     COMP
 RQ0778  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 RQ0778  ELLIP HEIGHT-         393.65  (meters)          (05/25/04) GPS OBS
 RQ0778  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 RQ0778
 RQ0778  HORZ ORDER  -  FIRST
 RQ0778  ELLP ORDER  -  FOURTH    CLASS II
 RQ0778
 RQ0778.The horizontal coordinates were established by GPS observations
 RQ0778.and adjusted by the National Geodetic Survey in January 1998..
 RQ0778
 RQ0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0778
 RQ0778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RQ0778
 RQ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0778
 RQ0778.The ellipsoidal height was determined by GPS observations
 RQ0778.and is referenced to NAD 83.
 RQ0778
 RQ0778.The geoid height was determined by GEOID03.
 RQ0778
 RQ0778;                    North         East     Units Scale Factor Converg.
 RQ0778;SPC ND S     -    85,264.330   791,142.414   MT  0.99996361   +1 48 48.5
 RQ0778;SPC ND S     -   279,738.62  2,595,611.59   iFT  0.99996361   +1 48 48.5
 RQ0778;UTM  14      - 5,139,688.626   575,809.700   MT  0.99967064   +0 42 51.7
 RQ0778
 RQ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RQ0778!SPC ND S     -   0.99993829  x   0.99996361  =   0.99990191
 RQ0778!UTM  14      -   0.99993829  x   0.99967064  =   0.99960896
 RQ0778
 RQ0778                          SUPERSEDED SURVEY CONTROL
 RQ0778
 RQ0778  ELLIP H (03/16/99)  393.71   (m)                       GP(       ) 4 1
 RQ0778  ELLIP H (01/23/98)  393.68   (m)                       GP(       ) 4 1
 RQ0778  NAD 83(1986)-  46 24 23.46721(N)    098 00 49.32824(W) AD(       ) 1
 RQ0778  NGVD 29 (06/26/92)  418.4    (m)         1373.     (f) GPS OBS        
 RQ0778
 RQ0778.Superseded values are not recommended for survey control.
 RQ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0778.See file dsdata.txt to determine how the superseded data were derived.
 RQ0778
 RQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7581039689(NAD 83)
 RQ0778_MARKER: DD = SURVEY DISK
 RQ0778_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RQ0778_SP_SET: BURIED IN GROUND
 RQ0778_STAMPING: ND-D 1983
 RQ0778_MARK LOGO: CTMAIN
 RQ0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 RQ0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RQ0778+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 RQ0778
 RQ0778  HISTORY     - Date     Condition        Report By
 RQ0778  HISTORY     - 1983     MONUMENTED       CTMAIN
 RQ0778  HISTORY     - 19911027 GOOD             NGS
 RQ0778  HISTORY     - 20000718 GOOD             NDDT
 RQ0778
 RQ0778                          STATION DESCRIPTION
 RQ0778
 RQ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RQ0778'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) EAST-NORTHEAST OF
 RQ0778'LAMOURE, 24.1 KM (15.0 MI) WEST-SOUTHWEST OF LISBON, 4.0 KM (2.5 MI)
 RQ0778'SOUTH OF STATE HIGHWAY 27 AND ON THE EAST EDGE OF A GRAVEL SECTION
 RQ0778'LINE ROAD.
 RQ0778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13 WEST
 RQ0778'IN VERONA, GO NORTH ON HIGHWAY 1 FOR 3.7 KM (2.3 MI) TO A GRAVEL
 RQ0778'CROSSROAD.  TURN RIGHT, EAST, ON GRAVEL SECTION LINE ROAD FOR 4.8 KM
 RQ0778'(3.0 MI) TO A GRAVEL CROSSROAD.  TURN LEFT, NORTH, ON GRAVEL SECTION
 RQ0778'LINE ROAD FOR 0.9 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 RQ0778'THE STATION IS LOCATED 13.1 M (43.0 FT) WEST FROM THE NORTH-SOUTH
 RQ0778'FENCE LINE, 5.2 M (17.1 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE
 RQ0778'ROAD LEADING EAST, 4.6 M (15.1 FT) EAST FROM THE CENTER OF THE GRAVEL
 RQ0778'ROAD AND 30 CM BELOW GRADE.
 RQ0778
 RQ0778                          STATION RECOVERY (2000)
 RQ0778
 RQ0778'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2000 (GL)
 RQ0778'STAMPED - ND D
 RQ0778' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1217 ***********************************************************************
 RP1217  DESIGNATION -  ND E
 RP1217  PID         -  RP1217
 RP1217  STATE/COUNTY-  ND/RANSOM
 RP1217  USGS QUAD   -  FT RANSOM (1967)
 RP1217
 RP1217                         *CURRENT SURVEY CONTROL
 RP1217  ___________________________________________________________________
 RP1217* NAD 83(1996)-  46 33 28.90501(N)    097 59 33.20999(W)     ADJUSTED  
 RP1217* NAVD 88     -       425.5    (meters)    1396.     (feet)  VERTCON   
 RP1217  ___________________________________________________________________
 RP1217  X           -    -610,928.984 (meters)                     COMP
 RP1217  Y           -  -4,351,086.024 (meters)                     COMP
 RP1217  Z           -   4,608,408.951 (meters)                     COMP
 RP1217  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 RP1217  ELLIP HEIGHT-         400.25  (meters)          (05/25/04) GPS OBS
 RP1217  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 RP1217
 RP1217  HORZ ORDER  -  FIRST
 RP1217  ELLP ORDER  -  FOURTH    CLASS II
 RP1217
 RP1217.The horizontal coordinates were established by GPS observations
 RP1217.and adjusted by the National Geodetic Survey in January 1998..
 RP1217
 RP1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1217
 RP1217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1217
 RP1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1217
 RP1217.The ellipsoidal height was determined by GPS observations
 RP1217.and is referenced to NAD 83.
 RP1217
 RP1217.The geoid height was determined by GEOID03.
 RP1217
 RP1217;                    North         East     Units Scale Factor Converg.
 RP1217;SPC ND S     -   102,148.772   792,230.102   MT  0.99994745   +1 49 44.0
 RP1217;SPC ND S     -   335,133.77  2,599,180.12   iFT  0.99994745   +1 49 44.0
 RP1217;UTM  14      - 5,156,544.347   577,220.411   MT  0.99967329   +0 43 53.4
 RP1217
 RP1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1217!SPC ND S     -   0.99993726  x   0.99994745  =   0.99988471
 RP1217!UTM  14      -   0.99993726  x   0.99967329  =   0.99961057
 RP1217
 RP1217                          SUPERSEDED SURVEY CONTROL
 RP1217
 RP1217  ELLIP H (03/16/99)  400.32   (m)                       GP(       ) 4 1
 RP1217  ELLIP H (01/23/98)  400.28   (m)                       GP(       ) 4 1
 RP1217  NAD 83(1986)-  46 33 28.90829(N)    097 59 33.20009(W) AD(       ) 1
 RP1217  NGVD 29 (06/26/92)  425.2    (m)         1395.     (f) GPS OBS        
 RP1217
 RP1217.Superseded values are not recommended for survey control.
 RP1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1217.See file dsdata.txt to determine how the superseded data were derived.
 RP1217
 RP1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7722056544(NAD 83)
 RP1217_MARKER: DD = SURVEY DISK
 RP1217_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RP1217_SP_SET: BURIED IN GROUND
 RP1217_STAMPING: ND-E 1983
 RP1217_MARK LOGO: CTMAIN
 RP1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1217+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 RP1217
 RP1217  HISTORY     - Date     Condition        Report By
 RP1217  HISTORY     - 1983     MONUMENTED       CTMAIN
 RP1217  HISTORY     - 19911027 GOOD             NGS
 RP1217
 RP1217                          STATION DESCRIPTION
 RP1217
 RP1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RP1217'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTHWEST OF ENDERLIN,
 RP1217'27.4 KM (17.0 MI) NORTHWEST OF LISBON, IN THE SOUTHEAST ANGLE OF THE
 RP1217'INTERSECTION OF GRAVEL SECTION LINE ROADS.  OWNERSHIP--NORTH DAKOTA
 RP1217'DEPARTMENT OF TRANSPORTATION.
 RP1217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46,
 RP1217'ABOUT 32.2 KM (20.0 MI) SOUTH OF INTERSTATE HIGHWAY 94, GO SOUTH ON
 RP1217'HIGHWAY 1 FOR 8.4 KM (5.2 MI) TO A GRAVEL CROSSROAD.  TURN LEFT,
 RP1217'EAST, ON GRAVEL SECTION LINE ROAD FOR 6.4 KM (4.0 MI) TO THE STATION
 RP1217'ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF GRAVEL
 RP1217'CROSSROAD.
 RP1217'THE STATION IS LOCATED 34.0 M (111.5 FT) SOUTH FROM THE CENTER OF THE
 RP1217'EAST-WEST GRAVEL ROAD, 7.3 M (24.0 FT) WEST FROM A NORTH-SOUTH FENCE
 RP1217'LINE, 3.4 M (11.2 FT) EAST FROM THE CENTER OF THE NORTH-SOUTH GRAVEL
 RP1217'ROAD AND ABOUT 30 CM BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1218 ***********************************************************************
 RP1218  DESIGNATION -  ND F
 RP1218  PID         -  RP1218
 RP1218  STATE/COUNTY-  ND/BARNES
 RP1218  USGS QUAD   -  KATHRYN (1967)
 RP1218
 RP1218                         *CURRENT SURVEY CONTROL
 RP1218  ___________________________________________________________________
 RP1218* NAD 83(1996)-  46 39 31.79000(N)    097 53 31.94616(W)     ADJUSTED  
 RP1218* NAVD 88     -       416.1    (meters)    1365.     (feet)  VERTCON   
 RP1218  ___________________________________________________________________
 RP1218  X           -    -602,188.265 (meters)                     COMP
 RP1218  Y           -  -4,344,076.757 (meters)                     COMP
 RP1218  Z           -   4,616,100.340 (meters)                     COMP
 RP1218  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 RP1218  ELLIP HEIGHT-         390.64  (meters)          (05/25/04) GPS OBS
 RP1218  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 RP1218
 RP1218  HORZ ORDER  -  FIRST
 RP1218  ELLP ORDER  -  FOURTH    CLASS II
 RP1218
 RP1218.The horizontal coordinates were established by GPS observations
 RP1218.and adjusted by the National Geodetic Survey in January 1998..
 RP1218
 RP1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1218
 RP1218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP1218
 RP1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1218
 RP1218.The ellipsoidal height was determined by GPS observations
 RP1218.and is referenced to NAD 83.
 RP1218
 RP1218.The geoid height was determined by GEOID03.
 RP1218
 RP1218;                    North         East     Units Scale Factor Converg.
 RP1218;SPC ND S     -   113,597.855   799,548.726   MT  0.99994054   +1 54 07.5
 RP1218;SPC ND S     -   372,696.37  2,623,191.36   iFT  0.99994054   +1 54 07.5
 RP1218;UTM  14      - 5,167,848.257   584,754.881   MT  0.99968829   +0 48 20.6
 RP1218
 RP1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1218!SPC ND S     -   0.99993877  x   0.99994054  =   0.99987931
 RP1218!UTM  14      -   0.99993877  x   0.99968829  =   0.99962708
 RP1218
 RP1218                          SUPERSEDED SURVEY CONTROL
 RP1218
 RP1218  ELLIP H (01/23/98)  390.67   (m)                       GP(       ) 4 1
 RP1218  NAD 83(1986)-  46 39 31.79355(N)    097 53 31.93617(W) AD(       ) 1
 RP1218  NGVD 29 (06/26/92)  415.8    (m)         1364.     (f) GPS OBS        
 RP1218
 RP1218.Superseded values are not recommended for survey control.
 RP1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1218.See file dsdata.txt to determine how the superseded data were derived.
 RP1218
 RP1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8475567848(NAD 83)
 RP1218_MARKER: DD = SURVEY DISK
 RP1218_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RP1218_SP_SET: BURIED IN GROUND
 RP1218_STAMPING: ND-F 1983
 RP1218_MARK LOGO: CTMAIN
 RP1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1218+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 RP1218
 RP1218  HISTORY     - Date     Condition        Report By
 RP1218  HISTORY     - 1983     MONUMENTED       CTMAIN
 RP1218  HISTORY     - 19911027 GOOD             NGS
 RP1218
 RP1218                          STATION DESCRIPTION
 RP1218
 RP1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RP1218'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTH-SOUTHEAST OF
 RP1218'VALLEY CITY, 20.9 KM (13.0 MI) WEST-NORTHWEST OF ENDERLIN, IN THE
 RP1218'SOUTHWEST ANGLE OF THE INTERSECTION OF GRAVEL SECTION ROADS AND ON
 RP1218'ROAD RIGHT-OF-WAY JUST NORTH OF RAILROAD TRACKS.  OWNERSHIP-- NORTH
 RP1218'DAKOTA DEPARTMENT OF TRANSPORTATION.
 RP1218'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46,
 RP1218'ABOUT 32.2 KM (20.0 MI) SOUTH OF INTERSTATE HIGHWAY 94, GO EAST ON
 RP1218'HIGHWAY 46 FOR 14.6 KM (9.1 MI) TO A GRAVEL ROAD ON THE LEFT.  TURN
 RP1218'LEFT, NORTH, ON GRAVEL SECTION LINE ROAD FOR 3.2 KM (2.0 MI) TO THE
 RP1218'STATION ON THE LEFT ABOUT 0.1 KM (0.1 MI) AFTER CROSSING RAILROAD
 RP1218'TRACKS AND BEFORE REACHING THE GRAVEL ROAD LEADING WEST.
 RP1218'THE STATION IS LOCATED 54.4 M (178.5 FT) SOUTH FROM THE CENTER OF THE
 RP1218'GRAVEL ROAD LEADING WEST, 21.4 M (70.2 FT) SOUTHEAST FROM UTILITY
 RP1218'POLE NUMBER 131 29 1 21, 13.9 M (45.6 FT) WEST FROM UTILITY POLE
 RP1218'NUMBER 131 28 20 21, 4.2 M (13.8 FT) WEST FROM THE CENTER OF THE
 RP1218'NORTH-SOUTH GRAVEL ROAD AND ABOUT 30 CM BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1702 ***********************************************************************
 SL1702  DESIGNATION -  ND I
 SL1702  PID         -  SL1702
 SL1702  STATE/COUNTY-  ND/BARNES
 SL1702  USGS QUAD   -  PILLSBURY SW (1967)
 SL1702
 SL1702                         *CURRENT SURVEY CONTROL
 SL1702  ___________________________________________________________________
 SL1702* NAD 83(1996)-  47 06 01.40574(N)    097 53 47.48324(W)     ADJUSTED  
 SL1702* NAVD 88     -       443.3    (meters)    1454.     (feet)  VERTCON   
 SL1702  ___________________________________________________________________
 SL1702  X           -    -597,595.283 (meters)                     COMP
 SL1702  Y           -  -4,308,557.588 (meters)                     COMP
 SL1702  Z           -   4,649,675.389 (meters)                     COMP
 SL1702  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 SL1702  ELLIP HEIGHT-         418.06  (meters)          (05/25/04) GPS OBS
 SL1702  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL1702
 SL1702  HORZ ORDER  -  FIRST
 SL1702  ELLP ORDER  -  FOURTH    CLASS II
 SL1702
 SL1702.The horizontal coordinates were established by GPS observations
 SL1702.and adjusted by the National Geodetic Survey in January 1998..
 SL1702
 SL1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1702
 SL1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1702
 SL1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1702
 SL1702.The ellipsoidal height was determined by GPS observations
 SL1702.and is referenced to NAD 83.
 SL1702
 SL1702.The geoid height was determined by GEOID03.
 SL1702
 SL1702;                    North         East     Units Scale Factor Converg.
 SL1702;SPC ND S     -   162,644.484   797,592.106   MT  0.99994659   +1 53 56.2
 SL1702;SPC ND S     -   533,610.51  2,616,772.00   iFT  0.99994659   +1 53 56.2
 SL1702;UTM  14      - 5,216,910.954   583,734.827   MT  0.99968617   +0 48 30.2
 SL1702
 SL1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1702!SPC ND S     -   0.99993447  x   0.99994659  =   0.99988107
 SL1702!UTM  14      -   0.99993447  x   0.99968617  =   0.99962066
 SL1702
 SL1702                          SUPERSEDED SURVEY CONTROL
 SL1702
 SL1702  ELLIP H (03/16/99)  418.07   (m)                       GP(       ) 4 1
 SL1702  ELLIP H (01/23/98)  418.06   (m)                       GP(       ) 4 1
 SL1702  NAD 83(1986)-  47 06 01.40475(N)    097 53 47.47023(W) AD(       ) 1
 SL1702  NGVD 29 (06/26/92)  442.9    (m)         1453.     (f) GPS OBS        
 SL1702
 SL1702.Superseded values are not recommended for survey control.
 SL1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1702.See file dsdata.txt to determine how the superseded data were derived.
 SL1702
 SL1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8373516911(NAD 83)
 SL1702_MARKER: DD = SURVEY DISK
 SL1702_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SL1702_SP_SET: BURIED IN GROUND
 SL1702_STAMPING: ND-I 1983
 SL1702_MARK LOGO: CTMAIN
 SL1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1702+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 SL1702
 SL1702  HISTORY     - Date     Condition        Report By
 SL1702  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1702  HISTORY     - 19911027 GOOD             NGS
 SL1702
 SL1702                          STATION DESCRIPTION
 SL1702
 SL1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1702'THE STATION IS LOCATED 24.1 KM (15.0 MI) NORTHEAST OF VALLEY CITY,
 SL1702'16.1 KM (10.0 MI) SOUTHEAST OF SIBLEY CROSSING AND 11.3 KM (7.0 MI)
 SL1702'SOUTHWEST OF PILLSBURY ON ROAD RIGHT-OF-WAY. OWNERSHIP--NORTH DAKOTA
 SL1702'DEPARTMENT OF TRANSPORTATION.
 SL1702'TO REACH THE STATION FROM THE PEAK INTERCHANGE, EXIT 71 ON INTERSTATE
 SL1702'HIGHWAY 94, LOCATED ABOUT 8.0 KM (5.0 MI) EAST OF VALLEY CITY, GO
 SL1702'NORTH ON PEAK ROAD (COUNTY HIGHWAY 27) FOR 21.24 KM (13.20 MI) TO THE
 SL1702'STATION ON THE RIGHT NEAR A FIELD ROAD LEADING EAST.
 SL1702'STATION IS 25.3 M (83.0 FT) SOUTHWEST FROM UTILITY POLE NUMBER
 SL1702'43-22-19-33, 7.16 M (23.49 FT) EAST FROM THE CENTER OF PEAK ROAD AND
 SL1702'5.5 M (18.0 FT) NORTH FROM THE CENTER OF FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1703 ***********************************************************************
 SL1703  DESIGNATION -  ND J
 SL1703  PID         -  SL1703
 SL1703  STATE/COUNTY-  ND/BARNES
 SL1703  USGS QUAD   -  SIBLEY (1967)
 SL1703
 SL1703                         *CURRENT SURVEY CONTROL
 SL1703  ___________________________________________________________________
 SL1703* NAD 83(1996)-  47 13 58.57554(N)    097 55 08.23015(W)     ADJUSTED  
 SL1703* NAVD 88     -       435.9    (meters)    1430.     (feet)  VERTCON   
 SL1703  ___________________________________________________________________
 SL1703  X           -    -597,792.322 (meters)                     COMP
 SL1703  Y           -  -4,297,614.404 (meters)                     COMP
 SL1703  Z           -   4,659,689.012 (meters)                     COMP
 SL1703  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 SL1703  ELLIP HEIGHT-         410.65  (meters)          (05/25/04) GPS OBS
 SL1703  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL1703
 SL1703  HORZ ORDER  -  FIRST
 SL1703  ELLP ORDER  -  FOURTH    CLASS II
 SL1703
 SL1703.The horizontal coordinates were established by GPS observations
 SL1703.and adjusted by the National Geodetic Survey in January 1998..
 SL1703
 SL1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1703
 SL1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1703
 SL1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1703
 SL1703.The ellipsoidal height was determined by GPS observations
 SL1703.and is referenced to NAD 83.
 SL1703
 SL1703.The geoid height was determined by GEOID03.
 SL1703
 SL1703;                    North         East     Units Scale Factor Converg.
 SL1703;SPC ND S     -   177,315.471   795,406.343   MT  0.99996000   +1 52 57.3
 SL1703;SPC ND S     -   581,743.67  2,609,600.86   iFT  0.99996000   +1 52 57.3
 SL1703;UTM  14      - 5,231,616.905   581,828.984   MT  0.99968229   +0 47 37.2
 SL1703
 SL1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1703!SPC ND S     -   0.99993564  x   0.99996000  =   0.99989564
 SL1703!UTM  14      -   0.99993564  x   0.99968229  =   0.99961795
 SL1703
 SL1703                          SUPERSEDED SURVEY CONTROL
 SL1703
 SL1703  ELLIP H (03/16/99)  410.67   (m)                       GP(       ) 4 1
 SL1703  ELLIP H (01/23/98)  410.65   (m)                       GP(       ) 4 1
 SL1703  NAD 83(1986)-  47 13 58.57433(N)    097 55 08.21723(W) AD(       ) 1
 SL1703  NGVD 29 (06/26/92)  435.6    (m)         1429.     (f) GPS OBS        
 SL1703
 SL1703.Superseded values are not recommended for survey control.
 SL1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1703.See file dsdata.txt to determine how the superseded data were derived.
 SL1703
 SL1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8182931617(NAD 83)
 SL1703_MARKER: DD = SURVEY DISK
 SL1703_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SL1703_SP_SET: BURIED IN GROUND
 SL1703_STAMPING: ND-J 1983
 SL1703_MARK LOGO: CTMAIN
 SL1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1703+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 SL1703
 SL1703  HISTORY     - Date     Condition        Report By
 SL1703  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1703  HISTORY     - 19911027 GOOD             NGS
 SL1703
 SL1703                          STATION DESCRIPTION
 SL1703
 SL1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1703'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) SOUTHEAST OF LUVERNE, ON
 SL1703'TOP OF A LOW GRADE AT THE LOW ROAD CUT AND JUST SOUTHWEST ACROSS
 SL1703'GRAVEL SECTION LINE ROAD FROM A ROCK STREWN LOW KNOLL.
 SL1703'OWNERSHIP--SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 SL1703'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 26,
 SL1703'SOUTH OF PILLSBURY, GO WEST ON HIGHWAY 26 FOR 12.5 KM (7.8 MI) TO THE
 SL1703'JUNCTION OF A PAVED ROAD ON THE RIGHT LEADING NORTH TO LUVERNE.  TURN
 SL1703'RIGHT, NORTH, ON PAVED ROAD (CALLED STEELE COUNTY 25 AFTER CROSSING
 SL1703'STEELE COUNTY LINE) AND GO 4.42 KM (2.75 MI) TO A GRAVEL ROAD ON THE
 SL1703'RIGHT ABOUT 0.16 KM (0.10 MI) SOUTH OF THE CITY ROAD 25 BRIDGE OVER
 SL1703'THE RAILROAD TRACKS IN LUVERNE.  TURN RIGHT, EAST, ON GRAVEL ROAD
 SL1703'FOLLOWING ALONG THE SOUTH SIDE OF RAILROAD TRACKS AND GRAIN ELEVATORS
 SL1703'FOR 0.8 KM (0.5 MI) TO A CURVE TO THE SOUTH IN THE MAIN GRAVEL ROAD.
 SL1703'BEAR RIGHT, SOUTH, ON GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO A CURVE TO
 SL1703'THE EAST IN MAIN GRAVEL ROAD AND JUNCTION OF TRACK SECTION LINE ROAD.
 SL1703'BEAR LEFT, EAST, ON GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO A CURVE TO
 SL1703'THE SOUTH IN MAIN GRAVEL ROAD.  BEAR RIGHT, SOUTH, ON GRAVEL ROAD FOR
 SL1703'0.8 KM (0.5 MI) TO THE STATION ON THE RIGHT AT HIGHEST POINT OF LOW
 SL1703'RISE.
 SL1703'THE STATION IS LOCATED 19.47 M (63.88 FT) WEST-NORTHWEST AND ACROSS
 SL1703'THE ROAD FROM A TALL WOODEN T-JUNCTION FENCE POST, 19.35 M
 SL1703'(63.48 FT) WEST FROM THE NORTH-SOUTH FENCE LINE ON EAST RIGHT-OF-WAY
 SL1703'OF ROAD, 5.1 M (16.7 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD, 5.0
 SL1703'M (16.4 FT) NORTH FROM THE EXTENDED EAST-WEST FENCE LINE AND RECESSED
 SL1703'ABOUT 10 CM BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1704 ***********************************************************************
 SL1704  DESIGNATION -  ND K
 SL1704  PID         -  SL1704
 SL1704  STATE/COUNTY-  ND/STEELE
 SL1704  USGS QUAD   -  LUVERNE NW (1967)
 SL1704
 SL1704                         *CURRENT SURVEY CONTROL
 SL1704  ___________________________________________________________________
 SL1704* NAD 83(1996)-  47 23 54.08403(N)    097 56 34.33249(W)     ADJUSTED  
 SL1704* NAVD 88     -       450.7    (meters)    1479.     (feet)  VERTCON   
 SL1704  ___________________________________________________________________
 SL1704  X           -    -597,719.381 (meters)                     COMP
 SL1704  Y           -  -4,283,984.245 (meters)                     COMP
 SL1704  Z           -   4,672,168.972 (meters)                     COMP
 SL1704  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 SL1704  ELLIP HEIGHT-         425.54  (meters)          (05/25/04) GPS OBS
 SL1704  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL1704
 SL1704  HORZ ORDER  -  FIRST
 SL1704  ELLP ORDER  -  FOURTH    CLASS II
 SL1704
 SL1704.The horizontal coordinates were established by GPS observations
 SL1704.and adjusted by the National Geodetic Survey in January 1998..
 SL1704
 SL1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1704
 SL1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1704
 SL1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1704
 SL1704.The ellipsoidal height was determined by GPS observations
 SL1704.and is referenced to NAD 83.
 SL1704
 SL1704.The geoid height was determined by GEOID03.
 SL1704
 SL1704;                    North         East     Units Scale Factor Converg.
 SL1704;SPC ND N     -    47,494.844   793,000.711   MT  1.00000706   +1 54 10.2
 SL1704;SPC ND N     -   155,822.98  2,601,708.37   iFT  1.00000706   +1 54 10.2
 SL1704;UTM  14      - 5,249,975.289   579,769.241   MT  0.99967820   +0 46 41.4
 SL1704
 SL1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1704!SPC ND N     -   0.99993330  x   1.00000706  =   0.99994036
 SL1704!UTM  14      -   0.99993330  x   0.99967820  =   0.99961153
 SL1704
 SL1704                          SUPERSEDED SURVEY CONTROL
 SL1704
 SL1704  ELLIP H (03/16/99)  425.56   (m)                       GP(       ) 4 1
 SL1704  ELLIP H (01/23/98)  425.52   (m)                       GP(       ) 4 1
 SL1704  NAD 83(1986)-  47 23 54.08269(N)    097 56 34.31972(W) AD(       ) 1
 SL1704  NGVD 29 (06/26/92)  450.4    (m)         1478.     (f) GPS OBS        
 SL1704
 SL1704.Superseded values are not recommended for survey control.
 SL1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1704.See file dsdata.txt to determine how the superseded data were derived.
 SL1704
 SL1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT7976949975(NAD 83)
 SL1704_MARKER: DD = SURVEY DISK
 SL1704_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SL1704_SP_SET: BURIED IN GROUND
 SL1704_STAMPING: ND-K 1983
 SL1704_MARK LOGO: CTMAIN
 SL1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1704+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 SL1704
 SL1704  HISTORY     - Date     Condition        Report By
 SL1704  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1704  HISTORY     - 19911027 GOOD             NGS
 SL1704
 SL1704                          STATION DESCRIPTION
 SL1704
 SL1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1704'THE STATION IS LOCATED ABOUT 16.0 KM (9.9 MI) NORTH OF LUVERNE, 20.9
 SL1704'KM (13.0 MI) EAST-SOUTHEAST OF COOPERTOWN AND 16.0 KM (9.9 MI)
 SL1704'NORTHWEST OF HOPE IN THE SOUTHEAST SECTION OF INTERSECTION OF A GRAVEL
 SL1704'ROAD AND STEEL COUNTY ROAD 25.
 SL1704'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN LUVERNE, GO NORTH
 SL1704'ON STEELE COUNTY ROAD 25 FOR 11.4 KM (7.1 MI) TO JUNCTION OF STEELE
 SL1704'COUNTY ROAD 22 ON THE LEFT AND GRAVEL ROAD ON THE RIGHT.  CONTINUE
 SL1704'NORTHERLY ON ROAD 25 FOR 5.0 KM (3.1 MI) TO A GRAVEL CROSSROAD. TURN
 SL1704'RIGHT AND GO EASTERLY ON GRAVEL ROAD FOR 15.2 M (49.9 FT) TO THE
 SL1704'STATION ON THE RIGHT.
 SL1704'THE STATION IS LOCATED 44.96 M (147.51 FT) SOUTHEAST FROM USCGS BENCH
 SL1704'MARK--X442 1964--IN THE NORTHWEST SECTION OF THE INTERSECTION, 23.17
 SL1704'M (76.02 FT) EAST FROM THE CENTER OF STEEL COUNTY ROAD 25, 11.58 M
 SL1704'(37.99 FT) SOUTH-SOUTHEAST FROM A YIELD SIGN IN THE NORTHEAST SECTION
 SL1704'OF THE INTERSECTION, 11.58 M (37.99 FT) NORTHWEST FROM A DAKOTA WATER
 SL1704'USERS GATEVALVE NUMBER 43 SIGN AND 3.5 M (11.5 FT) SOUTH FROM THE
 SL1704'CENTER OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1705 ***********************************************************************
 SL1705  DESIGNATION -  ND L
 SL1705  PID         -  SL1705
 SL1705  STATE/COUNTY-  ND/STEELE
 SL1705  USGS QUAD   -  SHARON (1967)
 SL1705
 SL1705                         *CURRENT SURVEY CONTROL
 SL1705  ___________________________________________________________________
 SL1705* NAD 83(1996)-  47 32 47.46665(N)    097 53 58.96981(W)     ADJUSTED  
 SL1705* NAVD 88     -       467.0    (meters)    1532.     (feet)  VERTCON   
 SL1705  ___________________________________________________________________
 SL1705  X           -    -592,825.376 (meters)                     COMP
 SL1705  Y           -  -4,272,418.988 (meters)                     COMP
 SL1705  Z           -   4,683,316.328 (meters)                     COMP
 SL1705  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 SL1705  ELLIP HEIGHT-         441.83  (meters)          (05/25/04) GPS OBS
 SL1705  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 SL1705
 SL1705  HORZ ORDER  -  FIRST
 SL1705  ELLP ORDER  -  FOURTH    CLASS II
 SL1705
 SL1705.The horizontal coordinates were established by GPS observations
 SL1705.and adjusted by the National Geodetic Survey in May 2004..
 SL1705
 SL1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1705
 SL1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1705
 SL1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1705
 SL1705.The ellipsoidal height was determined by GPS observations
 SL1705.and is referenced to NAD 83.
 SL1705
 SL1705.The geoid height was determined by GEOID03.
 SL1705
 SL1705;                    North         East     Units Scale Factor Converg.
 SL1705;SPC ND N     -    64,067.063   795,700.532   MT  0.99997967   +1 56 05.9
 SL1705;SPC ND N     -   210,193.78  2,610,566.05   iFT  0.99997967   +1 56 05.9
 SL1705;UTM  14      - 5,266,486.217   582,792.655   MT  0.99968423   +0 48 42.7
 SL1705
 SL1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1705!SPC ND N     -   0.99993075  x   0.99997967  =   0.99991042
 SL1705!UTM  14      -   0.99993075  x   0.99968423  =   0.99961500
 SL1705
 SL1705                          SUPERSEDED SURVEY CONTROL
 SL1705
 SL1705  ELLIP H (03/16/99)  441.91   (m)                       GP(       ) 4 1
 SL1705  NAD 83(1996)-  47 32 47.46649(N)    097 53 58.96401(W) AD(       ) 1
 SL1705  ELLIP H (01/23/98)  441.78   (m)                       GP(       ) 4 1
 SL1705  NAD 83(1986)-  47 32 47.46495(N)    097 53 58.95769(W) AD(       ) 1
 SL1705  NGVD 29 (06/26/92)  466.7    (m)         1531.     (f) GPS OBS        
 SL1705
 SL1705.Superseded values are not recommended for survey control.
 SL1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1705.See file dsdata.txt to determine how the superseded data were derived.
 SL1705
 SL1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8279366486(NAD 83)
 SL1705_MARKER: DD = SURVEY DISK
 SL1705_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SL1705_SP_SET: BURIED IN GROUND
 SL1705_STAMPING: ND-L 1983
 SL1705_MARK LOGO: CTMAIN
 SL1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1705+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 SL1705
 SL1705  HISTORY     - Date     Condition        Report By
 SL1705  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1705  HISTORY     - 19911027 GOOD             NGS
 SL1705
 SL1705                          STATION DESCRIPTION
 SL1705
 SL1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1705'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI) NORTHEAST OF
 SL1705'COOPERSTOWN, 3.2 KM (2.0 MI) SOUTH OF SHARON AND 4.8 KM (3.0 MI)
 SL1705'NORTHWEST OF FINLEY ON THE WEST SIDE OF A NORTH-SOUTH GRAVEL ROAD.
 SL1705'OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 SL1705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 200
 SL1705'AND STEEL COUNTY ROAD 18 (WASHINGTON AVENUE) IN FINLEY, GO WESTERLY
 SL1705'ON ROAD 18 FOR 0.3 KM (0.2 MI) TO A RAILROAD CROSSING. CONTINUE
 SL1705'WESTERLY ON ROAD 18 FOR 4.5 KM (2.8 MI) TO THE END OF PAVEMENT AND A
 SL1705'GRAVEL CROSSROAD.  TURN RIGHT, NORTH, ON GRAVEL ROAD FOR 1.6 KM
 SL1705'(1.0 MI) TO A GRAVEL CROSSROAD AND FAA RADAR FACILITY WITH TWO LARGE
 SL1705'WHITE GEODESIC RADAR DOMES ON THE LEFT. CONTINUE NORTH FOR 1.9 KM
 SL1705'(1.2 MI) TO THE STATION ON THE LEFT.
 SL1705'THE STATION IS LOCATED 18.59 M (60.99 FT) EAST FROM A UTILITY POLE,
 SL1705'51.62 M (169.36 FT) SOUTH FROM THE CENTER OF A FIELD ROAD LEADING TO
 SL1705'A SINGLE BUTLER GRAIN STORAGE BIN AND 4.16 M (13.65 FT) WEST FROM THE
 SL1705'CENTER OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1706 ***********************************************************************
 SL1706  DESIGNATION -  ND M
 SL1706  PID         -  SL1706
 SL1706  STATE/COUNTY-  ND/GRAND FORKS
 SL1706  USGS QUAD   -  FINLEY NE (1967)
 SL1706
 SL1706                         *CURRENT SURVEY CONTROL
 SL1706  ___________________________________________________________________
 SL1706* NAD 83(1996)-  47 40 50.73095(N)    097 50 22.18637(W)     ADJUSTED  
 SL1706* NAVD 88     -       441.9    (meters)    1450.     (feet)  VERTCON   
 SL1706  ___________________________________________________________________
 SL1706  X           -    -586,828.689 (meters)                     COMP
 SL1706  Y           -  -4,262,101.218 (meters)                     COMP
 SL1706  Z           -   4,693,359.909 (meters)                     COMP
 SL1706  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 SL1706  ELLIP HEIGHT-         416.70  (meters)          (05/25/04) GPS OBS
 SL1706  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL1706
 SL1706  HORZ ORDER  -  FIRST
 SL1706  ELLP ORDER  -  FOURTH    CLASS II
 SL1706
 SL1706.The horizontal coordinates were established by GPS observations
 SL1706.and adjusted by the National Geodetic Survey in May 2004..
 SL1706
 SL1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1706
 SL1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1706
 SL1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1706
 SL1706.The ellipsoidal height was determined by GPS observations
 SL1706.and is referenced to NAD 83.
 SL1706
 SL1706.The geoid height was determined by GEOID03.
 SL1706
 SL1706;                    North         East     Units Scale Factor Converg.
 SL1706;SPC ND N     -    79,137.715   799,715.197   MT  0.99996056   +1 58 47.2
 SL1706;SPC ND N     -   259,638.17  2,623,737.52   iFT  0.99996056   +1 58 47.2
 SL1706;UTM  14      - 5,281,471.127   587,100.543   MT  0.99969323   +0 51 29.3
 SL1706
 SL1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1706!SPC ND N     -   0.99993469  x   0.99996056  =   0.99989525
 SL1706!UTM  14      -   0.99993469  x   0.99969323  =   0.99962794
 SL1706
 SL1706                          SUPERSEDED SURVEY CONTROL
 SL1706
 SL1706  ELLIP H (03/16/99)  416.72   (m)                       GP(       ) 4 1
 SL1706  NAD 83(1996)-  47 40 50.73092(N)    097 50 22.17648(W) AD(       ) 1
 SL1706  ELLIP H (01/23/98)  416.62   (m)                       GP(       ) 4 1
 SL1706  NAD 83(1986)-  47 40 50.73012(N)    097 50 22.17450(W) AD(       ) 1
 SL1706  NGVD 29 (06/26/92)  441.5    (m)         1448.     (f) GPS OBS        
 SL1706
 SL1706.Superseded values are not recommended for survey control.
 SL1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1706.See file dsdata.txt to determine how the superseded data were derived.
 SL1706
 SL1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8710181471(NAD 83)
 SL1706_MARKER: DD = SURVEY DISK
 SL1706_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SL1706_SP_SET: BURIED IN GROUND
 SL1706_STAMPING: ND-M 1983
 SL1706_MARK LOGO: CTMAIN
 SL1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1706+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 SL1706
 SL1706  HISTORY     - Date     Condition        Report By
 SL1706  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1706  HISTORY     - 19911027 GOOD             NGS
 SL1706
 SL1706                          STATION DESCRIPTION
 SL1706
 SL1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1706'THE STATION IS LOCATED ABOUT 20.9 KM (13.0 MI) SOUTHWEST OF NORTHWOOD,
 SL1706'19.0 KM (11.8 MI) NORTH OF FINLEY AND 10.5 KM (6.5 MI) NORTHEAST OF
 SL1706'SHARON ON THE ROAD RIGHT-OF-WAY.  OWNERSHIP--NORTH DAKOTA DEPARTMENT
 SL1706'OF TRANSPORTATION.
 SL1706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 200 IN
 SL1706'FINLEY, GO NORTH ON HIGHWAY 32 FOR 9.6 KM (6.0 MI) TO A CURVE LEFT
 SL1706'AND A PAVED ROAD STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, NORTH, FOR
 SL1706'0.2 KM (0.1 MI) TO THE JUNCTION OF COUNTY ROADS 16 AND 23.  CONTINUE
 SL1706'STRAIGHT AHEAD ON GRAVEL COUNTY ROAD 16 FOR 8.1 KM (5.0 MI) TO THE
 SL1706'STEEL-GRAND FORKS COUNTY LINE.  CONTINUE NORTH FOR 1.0 KM (0.6 MI) TO
 SL1706'A FIELD ROAD EAST AND THE STATION ON THE RIGHT.
 SL1706'THE STATION IS 4.88 M (16.01 FT) EAST FROM THE CENTER OF THE GRAVEL
 SL1706'ROAD, 4.27 M (14.01 FT) WEST FROM THE WEST EDGE OF A CULTIVATED FIELD
 SL1706'AND RECESSED 0.09 M (0.30 FT) BELOW THE GROUND SURFACE 4.7 M
 SL1706'(15.4 FT) NORTH OF THE CENTERLINE TO A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1707 ***********************************************************************
 SL1707  DESIGNATION -  ND N
 SL1707  PID         -  SL1707
 SL1707  STATE/COUNTY-  ND/GRAND FORKS
 SL1707  USGS QUAD   -  LOGAN CENTER (1963)
 SL1707
 SL1707                         *CURRENT SURVEY CONTROL
 SL1707  ___________________________________________________________________
 SL1707* NAD 83(1996)-  47 48 11.06934(N)    097 49 04.10126(W)     ADJUSTED  
 SL1707* NAVD 88     -       435.7    (meters)    1429.     (feet)  VERTCON   
 SL1707  ___________________________________________________________________
 SL1707  X           -    -583,845.355 (meters)                     COMP
 SL1707  Y           -  -4,252,346.340 (meters)                     COMP
 SL1707  Z           -   4,702,501.363 (meters)                     COMP
 SL1707  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 SL1707  ELLIP HEIGHT-         410.50  (meters)          (05/25/04) GPS OBS
 SL1707  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 SL1707
 SL1707  HORZ ORDER  -  FIRST
 SL1707  ELLP ORDER  -  FOURTH    CLASS II
 SL1707
 SL1707.The horizontal coordinates were established by GPS observations
 SL1707.and adjusted by the National Geodetic Survey in May 2004..
 SL1707
 SL1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1707
 SL1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1707
 SL1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1707
 SL1707.The ellipsoidal height was determined by GPS observations
 SL1707.and is referenced to NAD 83.
 SL1707
 SL1707.The geoid height was determined by GEOID03.
 SL1707
 SL1707;                    North         East     Units Scale Factor Converg.
 SL1707;SPC ND N     -    92,785.092   800,869.127   MT  0.99994786   +1 59 45.3
 SL1707;SPC ND N     -   304,413.03  2,627,523.38   iFT  0.99994786   +1 59 45.3
 SL1707;UTM  14      - 5,295,089.791   588,520.842   MT  0.99969629   +0 52 33.1
 SL1707
 SL1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1707!SPC ND N     -   0.99993566  x   0.99994786  =   0.99988353
 SL1707!UTM  14      -   0.99993566  x   0.99969629  =   0.99963197
 SL1707
 SL1707                          SUPERSEDED SURVEY CONTROL
 SL1707
 SL1707  ELLIP H (03/16/99)  410.55   (m)                       GP(       ) 4 1
 SL1707  NAD 83(1996)-  47 48 11.06942(N)    097 49 04.09123(W) AD(       ) 1
 SL1707  ELLIP H (01/23/98)  410.41   (m)                       GP(       ) 4 1
 SL1707  NAD 83(1986)-  47 48 11.06854(N)    097 49 04.08936(W) AD(       ) 1
 SL1707  NGVD 29 (06/26/92)  435.3    (m)         1428.     (f) GPS OBS        
 SL1707
 SL1707.Superseded values are not recommended for survey control.
 SL1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1707.See file dsdata.txt to determine how the superseded data were derived.
 SL1707
 SL1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT8852195090(NAD 83)
 SL1707_MARKER: DD = SURVEY DISK
 SL1707_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 SL1707_SP_SET: BURIED IN GROUND
 SL1707_STAMPING: ND-N 1983
 SL1707_MARK LOGO: CTMAIN
 SL1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1707+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1991
 SL1707
 SL1707  HISTORY     - Date     Condition        Report By
 SL1707  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1707  HISTORY     - 19911005 GOOD             NGS
 SL1707
 SL1707                          STATION DESCRIPTION
 SL1707
 SL1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1707'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) NORTH OF FINLEY, 19.3
 SL1707'KM (12.0 MI) SOUTHWEST OF LARIMORE AND ON THE EAST EDGE OF COUNTY
 SL1707'ROAD 16. OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 SL1707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND COUNTY
 SL1707'ROAD 4, ON THE SOUTH EDGE OF LARIMORE, GO SOUTH ON HIGHWAY 18 FOR 9.5
 SL1707'KM (5.9 MI) TO THE JUNCTION OF PAVED COUNTY ROAD 6.  TURN RIGHT,
 SL1707'WEST, ON ROAD 6 FOR 14.5 KM (9.0 MI) TO THE JUNCTION OF GRAVEL COUNTY
 SL1707'ROAD 16.  TURN LEFT, SOUTH, ON ROAD 16 FOR 1.5 KM (0.9 MI) TO THE
 SL1707'STATION ON THE LEFT.
 SL1707'THE STATION IS LOCATED 37.67 M (123.59 FT) NORTHWEST FROM CGS BENCH
 SL1707'MARK A296 1963, 22.54 M (73.95 FT) EAST FROM A STEEL SHINNER IN NORTH
 SL1707'SIDE OF A UTILITY POLE ON WEST SIDE OF ROAD 16, 47.2 M (154.9 FT)
 SL1707'NORTH FROM THE INTERSECTION OF THE TWO GRAVEL ROADS, 4.6 M (15.1 FT)
 SL1707'EAST FROM CENTER OF ROAD 16 AND 10.9 M (35.8 FT) WEST OF AN ORANGE
 SL1707'METAL FENCE POST IN AN OLD ELECTRIC FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1708 ***********************************************************************
 SL1708  DESIGNATION -  ND O
 SL1708  PID         -  SL1708
 SL1708  STATE/COUNTY-  ND/GRAND FORKS
 SL1708  USGS QUAD   -  NIAGARA (1963)
 SL1708
 SL1708                         *CURRENT SURVEY CONTROL
 SL1708  ___________________________________________________________________
 SL1708* NAD 83(1996)-  47 57 23.16818(N)    097 50 23.08091(W)     ADJUSTED  
 SL1708* NAVD 88     -       434.1    (meters)    1424.     (feet)  VERTCON   
 SL1708  ___________________________________________________________________
 SL1708  X           -    -583,748.066 (meters)                     COMP
 SL1708  Y           -  -4,239,590.768 (meters)                     COMP
 SL1708  Z           -   4,713,937.395 (meters)                     COMP
 SL1708  LAPLACE CORR-          -9.92  (seconds)                    DEFLEC99
 SL1708  ELLIP HEIGHT-         408.88  (meters)          (05/25/04) GPS OBS
 SL1708  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 SL1708
 SL1708  HORZ ORDER  -  FIRST
 SL1708  ELLP ORDER  -  FOURTH    CLASS II
 SL1708
 SL1708.The horizontal coordinates were established by GPS observations
 SL1708.and adjusted by the National Geodetic Survey in May 2004..
 SL1708
 SL1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL1708
 SL1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1708
 SL1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1708
 SL1708.The ellipsoidal height was determined by GPS observations
 SL1708.and is referenced to NAD 83.
 SL1708
 SL1708.The geoid height was determined by GEOID03.
 SL1708
 SL1708;                    North         East     Units Scale Factor Converg.
 SL1708;SPC ND N     -   109,768.813   798,637.795   MT  0.99993834   +1 58 46.5
 SL1708;SPC ND N     -   360,133.90  2,620,202.74   iFT  0.99993834   +1 58 46.5
 SL1708;UTM  14      - 5,312,109.620   586,622.068   MT  0.99969220   +0 51 42.1
 SL1708
 SL1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1708!SPC ND N     -   0.99993592  x   0.99993834  =   0.99987426
 SL1708!UTM  14      -   0.99993592  x   0.99969220  =   0.99962814
 SL1708
 SL1708                          SUPERSEDED SURVEY CONTROL
 SL1708
 SL1708  ELLIP H (03/16/99)  408.75   (m)                       GP(       ) 4 1
 SL1708  NAD 83(1996)-  47 57 23.16861(N)    097 50 23.07065(W) AD(       ) 1
 SL1708  ELLIP H (01/23/98)  408.78   (m)                       GP(       ) 4 1
 SL1708  NAD 83(1986)-  47 57 23.16745(N)    097 50 23.06889(W) AD(       ) 1
 SL1708  NGVD 29 (06/26/92)  433.7    (m)         1423.     (f) GPS OBS        
 SL1708
 SL1708.Superseded values are not recommended for survey control.
 SL1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1708.See file dsdata.txt to determine how the superseded data were derived.
 SL1708
 SL1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU8662212110(NAD 83)
 SL1708_MARKER: DD = SURVEY DISK
 SL1708_SETTING: 0 = UNSPECIFIED SETTING
 SL1708_SP_SET: UNSPECIFIED SHALLOW
 SL1708_STAMPING: ND-O 1983
 SL1708_MARK LOGO: CTMAIN
 SL1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1708+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 SL1708
 SL1708  HISTORY     - Date     Condition        Report By
 SL1708  HISTORY     - 1983     MONUMENTED       CTMAIN
 SL1708  HISTORY     - 19911027 GOOD             NGS
 SL1708
 SL1708                          STATION DESCRIPTION
 SL1708
 SL1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 SL1708'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTH AND 2.3 KM
 SL1708'(1.4 MI) EAST OF NIAGARA AND ABOUT 5.5 KM (3.4 MI) SOUTH OF U.S.
 SL1708'HIGHWAY 2. OWNERSHIP--NORTH DAKOTA DEPARTMENT OF TRANSPORTATION.
 SL1708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 SL1708'HIGHWAY 32 ON THE NORTH SIDE OF NIAGARA, GO WEST ON HIGHWAY 2 FOR
 SL1708'0.72 KM (0.45 MI) TO THE JUNCTION OF COUNTY ROAD 9. TURN LEFT, SOUTH,
 SL1708'ON COUNTY ROAD 9 FOR 1.53 KM (0.95 MI) TO THE JUNCTION OF COUNTY ROAD
 SL1708'21. TURN LEFT, EAST, ON COUNTY ROAD 21 FOR 3.22 KM, THEN TURN RIGHT,
 SL1708'SOUTH, ON COUNTY ROAD 21 FOR 3.22 KM (2.00 MI) TO WHERE COUNTY ROAD
 SL1708'21 TURNS EAST. CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.64 KM (0.40 MI)
 SL1708'TO THE STATION ON THE WEST EDGE OF THE GRAVEL ROAD.
 SL1708'THE STATION IS 27.1 M (88.9 FT) NORTH NORTHEAST FROM A UTILITY POLE,
 SL1708'3.96 M (12.99 FT) NORTH FROM THE CENTER OF THE FIELD ENTRANCE, 4.35 M
 SL1708'(14.27 FT) WEST OF THE CENTER OF THE GRAVEL ROAD AND RECESSED 15 CM
 SL1708'BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1492 ***********************************************************************
 TD1492  DESIGNATION -  ND P
 TD1492  PID         -  TD1492
 TD1492  STATE/COUNTY-  ND/GRAND FORKS
 TD1492  USGS QUAD   -  FORDVILLE SE (1963)
 TD1492
 TD1492                         *CURRENT SURVEY CONTROL
 TD1492  ___________________________________________________________________
 TD1492* NAD 83(1996)-  48 06 29.49949(N)    097 51 37.22008(W)     ADJUSTED  
 TD1492* NAVD 88     -       392.1    (meters)    1286.     (feet)  VERTCON   
 TD1492  ___________________________________________________________________
 TD1492  X           -    -583,552.121 (meters)                     COMP
 TD1492  Y           -  -4,226,923.611 (meters)                     COMP
 TD1492  Z           -   4,725,190.779 (meters)                     COMP
 TD1492  LAPLACE CORR-          -8.17  (seconds)                    DEFLEC99
 TD1492  ELLIP HEIGHT-         366.83  (meters)          (05/25/04) GPS OBS
 TD1492  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 TD1492
 TD1492  HORZ ORDER  -  FIRST
 TD1492  ELLP ORDER  -  FOURTH    CLASS II
 TD1492
 TD1492.The horizontal coordinates were established by GPS observations
 TD1492.and adjusted by the National Geodetic Survey in May 2004..
 TD1492
 TD1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1492
 TD1492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1492
 TD1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1492
 TD1492.The ellipsoidal height was determined by GPS observations
 TD1492.and is referenced to NAD 83.
 TD1492
 TD1492.The geoid height was determined by GEOID03.
 TD1492
 TD1492;                    North         East     Units Scale Factor Converg.
 TD1492;SPC ND N     -   126,579.097   796,522.312   MT  0.99993593   +1 57 51.3
 TD1492;SPC ND N     -   415,285.75  2,613,262.18   iFT  0.99993593   +1 57 51.3
 TD1492;UTM  14      - 5,328,953.796   584,835.085   MT  0.99968843   +0 50 54.3
 TD1492
 TD1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1492!SPC ND N     -   0.99994251  x   0.99993593  =   0.99987844
 TD1492!UTM  14      -   0.99994251  x   0.99968843  =   0.99963096
 TD1492
 TD1492                          SUPERSEDED SURVEY CONTROL
 TD1492
 TD1492  ELLIP H (03/16/99)  366.84   (m)                       GP(       ) 4 1
 TD1492  NAD 83(1996)-  48 06 29.50021(N)    097 51 37.21112(W) AD(       ) 1
 TD1492  ELLIP H (01/23/98)  366.73   (m)                       GP(       ) 4 1
 TD1492  NAD 83(1986)-  48 06 29.49849(N)    097 51 37.20914(W) AD(       ) 1
 TD1492  NGVD 29 (06/26/92)  391.7    (m)         1285.     (f) GPS OBS        
 TD1492
 TD1492.Superseded values are not recommended for survey control.
 TD1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1492.See file dsdata.txt to determine how the superseded data were derived.
 TD1492
 TD1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8483528954(NAD 83)
 TD1492_MARKER: DD = SURVEY DISK
 TD1492_SETTING: 0 = UNSPECIFIED SETTING
 TD1492_SP_SET: UNSPECIFIED SHALLOW
 TD1492_STAMPING: ND-P 1983
 TD1492_MARK LOGO: CTMAIN
 TD1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1492+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 TD1492
 TD1492  HISTORY     - Date     Condition        Report By
 TD1492  HISTORY     - 1983     MONUMENTED       CTMAIN
 TD1492  HISTORY     - 19911027 GOOD             NGS
 TD1492
 TD1492                          STATION DESCRIPTION
 TD1492
 TD1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TD1492'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTH AND 0.8 KM
 TD1492'(0.5 MI) EAST OF NIAGARA AND 0.56 KM (0.35 MI) NORTH OF MILEPOST 171
 TD1492'ON STATE HIGHWAY 32. OWNERSHIP--NORTH DAKOTA DEPARTMENT OF
 TD1492'TRANSPORTATION.
 TD1492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 TD1492'HIGHWAY 32 ON THE NORTH SIDE OF NIAGRA, GO NORTH ON STATE HIGHWAY 32
 TD1492'FOR 11.5 KM (7.1 MI) TO THE STATION ON THE EAST EDGE OF STATE HIGHWAY
 TD1492'32.
 TD1492'THE STATION IS 33.0 M (108.3 FT) NORTH FROM THE CENTER OF THE FIELD
 TD1492'ENTRANCE, 24.3 M (79.7 FT) WEST OF A RIGHT-OF-WAY MARKER, 6.0 M
 TD1492'(19.7 FT) EAST FROM THE CENTER OF STATE HIGHWAY 32 AND RECESSED 15 CM
 TD1492'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1493 ***********************************************************************
 TD1493  DESIGNATION -  ND R
 TD1493  PID         -  TD1493
 TD1493  STATE/COUNTY-  ND/WALSH
 TD1493  USGS QUAD   -  EDINBURG (1978)
 TD1493
 TD1493                         *CURRENT SURVEY CONTROL
 TD1493  ___________________________________________________________________
 TD1493* NAD 83(1996)-  48 27 02.71772(N)    097 50 24.87896(W)     ADJUSTED  
 TD1493* NAVD 88     -       371.7    (meters)    1219.     (feet)  VERTCON   
 TD1493  ___________________________________________________________________
 TD1493  X           -    -578,189.188 (meters)                     COMP
 TD1493  Y           -  -4,198,947.389 (meters)                     COMP
 TD1493  Z           -   4,750,526.510 (meters)                     COMP
 TD1493  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 TD1493  ELLIP HEIGHT-         346.31  (meters)          (05/25/04) GPS OBS
 TD1493  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 TD1493
 TD1493  HORZ ORDER  -  FIRST
 TD1493  ELLP ORDER  -  FOURTH    CLASS II
 TD1493
 TD1493.The horizontal coordinates were established by GPS observations
 TD1493.and adjusted by the National Geodetic Survey in May 2004..
 TD1493
 TD1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1493
 TD1493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1493
 TD1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1493
 TD1493.The ellipsoidal height was determined by GPS observations
 TD1493.and is referenced to NAD 83.
 TD1493
 TD1493.The geoid height was determined by GEOID03.
 TD1493
 TD1493;                    North         East     Units Scale Factor Converg.
 TD1493;SPC ND N     -   164,696.978   796,702.290   MT  0.99995624   +1 58 45.2
 TD1493;SPC ND N     -   540,344.42  2,613,852.66   iFT  0.99995624   +1 58 45.2
 TD1493;UTM  14      - 5,367,051.312   585,755.566   MT  0.99969035   +0 52 04.8
 TD1493
 TD1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1493!SPC ND N     -   0.99994573  x   0.99995624  =   0.99990197
 TD1493!UTM  14      -   0.99994573  x   0.99969035  =   0.99963609
 TD1493
 TD1493                          SUPERSEDED SURVEY CONTROL
 TD1493
 TD1493  ELLIP H (03/16/99)  346.04   (m)                       GP(       ) 4 1
 TD1493  NAD 83(1996)-  48 27 02.72013(N)    097 50 24.87251(W) AD(       ) 1
 TD1493  ELLIP H (01/23/98)  346.13   (m)                       GP(       ) 4 1
 TD1493  NAD 83(1986)-  48 27 02.71567(N)    097 50 24.86975(W) AD(       ) 1
 TD1493  NGVD 29 (06/26/92)  371.4    (m)         1219.     (f) GPS OBS        
 TD1493
 TD1493.Superseded values are not recommended for survey control.
 TD1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1493.See file dsdata.txt to determine how the superseded data were derived.
 TD1493
 TD1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8575667051(NAD 83)
 TD1493_MARKER: DD = SURVEY DISK
 TD1493_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TD1493_SP_SET: BURIED IN GROUND
 TD1493_STAMPING: ND-R 1983
 TD1493_MARK LOGO: CTMAIN
 TD1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1493+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 TD1493
 TD1493  HISTORY     - Date     Condition        Report By
 TD1493  HISTORY     - 1983     MONUMENTED       CTMAIN
 TD1493  HISTORY     - 19911027 GOOD             NGS
 TD1493
 TD1493                          STATION DESCRIPTION
 TD1493
 TD1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TD1493'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF
 TD1493'EDINBURG, 9.7 KM (6.0 MI) NORTHWEST OF PARK RIVER AND 14.5 KM
 TD1493'(9.0 MI) EAST-NORTHEAST OF ADAMS. OWNERSHIP--NORTH DAKOTA DEPARTMENT
 TD1493'OF TRANSPORTATION.
 TD1493'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 AND 32,
 TD1493'ABOUT 10.0 KM (6.2 MI) SOUTH OF EDINBURG, GO NORTH ON HIGHWAY 32 FOR
 TD1493'4.8 KM (3.0 MI) TO CROSSROAD OF COUNTY ROAD 11.  TURN RIGHT, EAST, ON
 TD1493'GRAVEL ROAD 11 FOR 1.6 KM (1.0 MI) TO A GRAVEL CROSSROAD JUST PAST A
 TD1493'CEMETARY ON THE LEFT. TURN LEFT, NORTH, ON GRAVEL ROAD FOR 0.96 KM
 TD1493'(0.60 MI) TO A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 TD1493'THE STATION IS LOCATED 15.3 M (50.2 FT) NORTHWEST FROM A PK NAIL WITH
 TD1493'NATIONAL GEODETIC SURVEY WASHER HAMMERED INTO AN ELECTRIC UTILITY
 TD1493'POLE, 9.0 M (29.5 FT) WEST FROM A LINE FORMED BY UTILITY POLES, 4.4 M
 TD1493'(14.4 FT) EAST FROM THE CENTER OF THE GRAVEL ROAD, 3.55 M (11.65 FT)
 TD1493'NORTH FROM THE CENTER OF THE FIELD ENTRANCE AND RECESSED 15 CM BELOW
 TD1493'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1494 ***********************************************************************
 TD1494  DESIGNATION -  ND U
 TD1494  PID         -  TD1494
 TD1494  STATE/COUNTY-  ND/PEMBINA
 TD1494  USGS QUAD   -  WALHALLA (1979)
 TD1494
 TD1494                         *CURRENT SURVEY CONTROL
 TD1494  ___________________________________________________________________
 TD1494* NAD 83(1996)-  48 52 35.90534(N)    097 54 17.19910(W)     ADJUSTED  
 TD1494* NAVD 88     -       362.9    (meters)    1191.     (feet)  VERTCON   
 TD1494  ___________________________________________________________________
 TD1494  X           -    -578,026.680 (meters)                     COMP
 TD1494  Y           -  -4,163,063.956 (meters)                     COMP
 TD1494  Z           -   4,781,801.688 (meters)                     COMP
 TD1494  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 TD1494  ELLIP HEIGHT-         337.61  (meters)          (05/25/04) GPS OBS
 TD1494  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 TD1494
 TD1494  HORZ ORDER  -  FIRST
 TD1494  ELLP ORDER  -  FOURTH    CLASS II
 TD1494
 TD1494.The horizontal coordinates were established by GPS observations
 TD1494.and adjusted by the National Geodetic Survey in May 2004..
 TD1494
 TD1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1494
 TD1494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1494
 TD1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1494
 TD1494.The ellipsoidal height was determined by GPS observations
 TD1494.and is referenced to NAD 83.
 TD1494
 TD1494.The geoid height was determined by GEOID03.
 TD1494
 TD1494;                    North         East     Units Scale Factor Converg.
 TD1494;SPC ND N     -   211,866.539   790,335.578   MT  1.00003158   +1 55 52.3
 TD1494;SPC ND N     -   695,100.19  2,592,964.49   iFT  1.00003158   +1 55 52.3
 TD1494;UTM  14      - 5,414,320.825   580,304.330   MT  0.99967922   +0 49 30.3
 TD1494
 TD1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1494!SPC ND N     -   0.99994709  x   1.00003158  =   0.99997867
 TD1494!UTM  14      -   0.99994709  x   0.99967922  =   0.99962633
 TD1494
 TD1494                          SUPERSEDED SURVEY CONTROL
 TD1494
 TD1494  ELLIP H (03/16/99)  337.35   (m)                       GP(       ) 4 1
 TD1494  NAD 83(1996)-  48 52 35.90768(N)    097 54 17.19297(W) AD(       ) 1
 TD1494  ELLIP H (01/23/98)  337.42   (m)                       GP(       ) 4 1
 TD1494  NAD 83(1986)-  48 52 35.89879(N)    097 54 17.18363(W) AD(       ) 1
 TD1494  NGVD 29 (06/26/92)  362.5    (m)         1189.     (f) GPS OBS        
 TD1494
 TD1494.Superseded values are not recommended for survey control.
 TD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1494.See file dsdata.txt to determine how the superseded data were derived.
 TD1494
 TD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV8030414321(NAD 83)
 TD1494_MARKER: DD = SURVEY DISK
 TD1494_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TD1494_SP_SET: BURIED IN GROUND
 TD1494_STAMPING: ND-U 1983
 TD1494_MARK LOGO: CTMAIN
 TD1494_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1494+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1991
 TD1494
 TD1494  HISTORY     - Date     Condition        Report By
 TD1494  HISTORY     - 1983     MONUMENTED       CTMAIN
 TD1494  HISTORY     - 19911027 GOOD             NGS
 TD1494
 TD1494                          STATION DESCRIPTION
 TD1494
 TD1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 TD1494'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI) NORTHEAST OF OLGA, 16.1
 TD1494'KM (10.0 MI) NORTHWEST OF AKRA AND 6.4 KM (4.0 MI) SOUTHEAST OF
 TD1494'WALHALLA ON COUNTY ROAD 1. OWNERSHIP--NORTH DAKOTA DEPARTMENT OF
 TD1494'TRANSPORTATION.
 TD1494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND COUNTY
 TD1494'ROAD 55 IN WALHALLA, GO SOUTH ON HIGHWAY 32 FOR 5.3 KM (3.3 MI) TO
 TD1494'COUNTY ROAD 1.  TURN LEFT, EAST, ON PAVED ROAD 1 FOR 1.7 KM (1.1 MI)
 TD1494'TO A FIELD ENTRANCE AND STATION ON THE RIGHT.
 TD1494'THE STATION IS LOCATED 74.7 M (245.1 FT) EAST FROM THE CENTER OF A
 TD1494'GRAVEL ROAD INTERSECTION, 7.0 M (23.0 FT) SOUTH FROM THE CENTER OF
 TD1494'COUNTY ROAD 1 AND 3.4 M (11.2 FT) EAST FROM THE CENTER OF A FIELD
 TD1494'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1793 ***********************************************************************
 TE1793  DESIGNATION -  NEAR WILD
 TE1793  PID         -  TE1793
 TE1793  STATE/COUNTY-  ND/BENSON
 TE1793  USGS QUAD   -  CAMP GRAFTON (1994)
 TE1793
 TE1793                         *CURRENT SURVEY CONTROL
 TE1793  ___________________________________________________________________
 TE1793* NAD 83(1996)-  48 01 20.11247(N)    098 52 36.73057(W)     ADJUSTED  
 TE1793* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 TE1793  ___________________________________________________________________
 TE1793  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 TE1793  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 TE1793
 TE1793  HORZ ORDER  -  SECOND
 TE1793
 TE1793.The horizontal coordinates were established by classical geodetic methods
 TE1793.and adjusted by the National Geodetic Survey in January 1998..
 TE1793
 TE1793.The orthometric height was scaled from a topographic map.
 TE1793
 TE1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1793
 TE1793.The geoid height was determined by GEOID03.
 TE1793
 TE1793;                    North         East     Units Scale Factor Converg.
 TE1793;SPC ND N     -   114,930.842   721,057.916   MT  0.99993643   +1 12 28.2
 TE1793;SPC ND N     -   377,069.69  2,365,675.58   iFT  0.99993643   +1 12 28.2
 TE1793;UTM  14      - 5,318,780.943   509,181.022   MT  0.99960104   +0 05 29.5
 TE1793
 TE1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1793!SPC ND N     -   0.99993299  x   0.99993643  =   0.99986943
 TE1793!UTM  14      -   0.99993299  x   0.99960104  =   0.99953406
 TE1793
 TE1793                          SUPERSEDED SURVEY CONTROL
 TE1793
 TE1793  NAD 83(1986)-  48 01 20.11215(N)    098 52 36.72920(W) AD(       ) 2
 TE1793  NAD 27      -  48 01 20.11400(N)    098 52 35.30500(W) AD(       ) 2
 TE1793
 TE1793.Superseded values are not recommended for survey control.
 TE1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1793.See file dsdata.txt to determine how the superseded data were derived.
 TE1793
 TE1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU0918118781(NAD 83)
 TE1793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TE1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1793
 TE1793  HISTORY     - Date     Condition        Report By
 TE1793  HISTORY     - 1934     MONUMENTED       USGS
 TE1793
 TE1793                          STATION DESCRIPTION
 TE1793
 TE1793'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (CIA)
 TE1793'THE U.S.G.S. TRAVERSE STATION WAS FOUND DESTROYED AS NOTED
 TE1793'BY L.G.S.  MARK IS LOCATED ABOUT 7 MILES S OF DEVILS LAKE.
 TE1793'
 TE1793'THE 6- BY 6-INCH CONCRETE POST WAS SPLIT DOWN THE MIDDLE AND
 TE1793'THE TABLET REMOVED.
 TE1793'
 TE1793'A TIE WAS MADE TO U.S.C. AND G.S. TRIANGULATION STATION
 TE1793'WILD, DISTANT 8.602 METERS (28.22 FEET) AND DIRECTION OBSERVED.
 TE1793'THE CENTER OF THE HOLE IN THE CONCRETE WAS USED IN BOTH CASES
 TE1793'AND IT WAS THOUGHT THAT THE TIE WAS OF AT LEAST THIRD-ORDER
 TE1793'ACCURACY.
 TE1793'
 TE1793'THE STATION MAY BE REACHED BY GOING S FROM THE INTERSECTION
 TE1793'OF U.S. HIGHWAY 2, AND STATE HIGHWAY 20 IN DEVILS LAKE, 5.5
 TE1793'MILES TO FORK IN PAVEMENT.  TAKE LEFT FORK AND GO 1.45 MILES
 TE1793'AND TURN SHARP RIGHT AT THE END OF A LONG LEFT-HAND BEND IN
 TE1793'THE HIGHWAY.  GO W 0.15 MILE TO A DIM T-ROAD JUNCTION AND
 TE1793'STATION SITE ON W SIDE OF T-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0461 ***********************************************************************
 RS0461  DESIGNATION -  NEBO
 RS0461  PID         -  RS0461
 RS0461  STATE/COUNTY-  ND/BOWMAN
 RS0461  USGS QUAD   -  CAMEL BUTTE (1973)
 RS0461
 RS0461                         *CURRENT SURVEY CONTROL
 RS0461  ___________________________________________________________________
 RS0461* NAD 83(1996)-  46 06 47.61366(N)    103 38 17.48726(W)     ADJUSTED  
 RS0461* NAVD 88     -      1051.3    (meters)    3449.     (feet)  VERTCON   
 RS0461  ___________________________________________________________________
 RS0461  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 RS0461  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 RS0461
 RS0461  HORZ ORDER  -  FIRST
 RS0461
 RS0461.The horizontal coordinates were established by classical geodetic methods
 RS0461.and adjusted by the National Geodetic Survey in January 1998..
 RS0461
 RS0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0461
 RS0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0461
 RS0461.The geoid height was determined by GEOID03.
 RS0461
 RS0461;                    North         East     Units Scale Factor Converg.
 RS0461;SPC ND S     -    54,483.601   357,462.712   MT  1.00001452   -2 17 20.2
 RS0461;SPC ND S     -   178,751.97  1,172,777.93   iFT  1.00001452   -2 17 20.2
 RS0461;SPC SD N     -   259,688.166   318,812.468   MT  1.00011143   -2 34 29.6
 RS0461;SPC SD N     -   851,993.59  1,045,970.57   sFT  1.00011143   -2 34 29.6
 RS0461;UTM  13      - 5,107,529.198   605,232.364   MT  0.99973613   +0 58 53.6
 RS0461
 RS0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0461!SPC ND S     -   0.99983765  x   1.00001452  =   0.99985217
 RS0461!SPC SD N     -   0.99983765  x   1.00011143  =   0.99994906
 RS0461!UTM  13      -   0.99983765  x   0.99973613  =   0.99957382
 RS0461
 RS0461:                Primary Azimuth Mark                     Grid Az
 RS0461:SPC ND S     -  BOWMAN MUNICIPAL TANK                    069 13 23.0
 RS0461:SPC SD N     -  BOWMAN MUNICIPAL TANK                    069 30 32.4
 RS0461:UTM  13      -  BOWMAN MUNICIPAL TANK                    065 57 09.2
 RS0461
 RS0461|---------------------------------------------------------------------|
 RS0461| PID    Reference Object                     Distance      Geod. Az  |
 RS0461|                                                           dddmmss.s |
 RS0461| RS0454 BOWMAN MUNICIPAL TANK               APPROX.19.7 KM 0665602.8 |
 RS0461| RS0455 BOWMAN HIGH SCHOOL CHIMNEY          APPROX.19.9 KM 0674659.0 |
 RS0461| RS0456 BOWMAN LUTHERAN CHURCH SPIRE        APPROX.20.0 KM 0680843.4 |
 RS0461| RS0457 BOWMAN CATHOLIC CHURCH CUPOLA       APPROX.20.1 KM 0682409.1 |
 RS0461| CQ8659 NEBO RM 1                             6.442 METERS 09911     |
 RS0461| RS0453 GRAND RIVER LUTHERAN CH SPIRE       APPROX.19.4 KM 1145556.8 |
 RS0461| CQ8660 NEBO RM 2                             9.164 METERS 21003     |
 RS0461| CQ8658 NEBO AZ MK                                         3235710.4 |
 RS0461| RS0462 RHAME WESTERN LUMBER CO ELEV        APPROX.13.5 KM 3532322.4 |
 RS0461|---------------------------------------------------------------------|
 RS0461
 RS0461                          SUPERSEDED SURVEY CONTROL
 RS0461
 RS0461  NAD 83(1996)-  46 06 47.60202(N)    103 38 17.48262(W) AD(       ) 1
 RS0461  NAD 83(1996)-  46 06 47.60045(N)    103 38 17.47709(W) AD(       ) 1
 RS0461  NAD 83(1986)-  46 06 47.59610(N)    103 38 17.48095(W) AD(       ) 1
 RS0461  NAD 27      -  46 06 47.58400(N)    103 38 15.76800(W) AD(       ) 1
 RS0461  NGVD 29 (07/19/86) 1050.8    (m)         3447.     (f) VERT ANG       
 RS0461
 RS0461.Superseded values are not recommended for survey control.
 RS0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0461.See file dsdata.txt to determine how the superseded data were derived.
 RS0461
 RS0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM0523207529(NAD 83)
 RS0461_MARKER: DS = TRIANGULATION STATION DISK
 RS0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0461_STAMPING: NEBO 1949
 RS0461_MARK LOGO: CGS   
 RS0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0461+STABILITY: SURFACE MOTION
 RS0461
 RS0461  HISTORY     - Date     Condition        Report By
 RS0461  HISTORY     - 1949     MONUMENTED       CGS
 RS0461  HISTORY     - 19971215 GOOD             NDHD
 RS0461
 RS0461                          STATION DESCRIPTION
 RS0461
 RS0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MJT)
 RS0461'STATION IS LOCATED ABOUT 8 MILES SOUTH OF RHAME, 0.05 MILE SOUTH
 RS0461'OF A WIRE FENCE, ON THE HIGHEST POINT OF A SMALL KNOLL THAT IS
 RS0461'NEAR THE EAST EDGE AND CENTER OF A PROMINENT NORTH-SOUTH RIDGE,
 RS0461'AND 9.5 FEET WEST OF A WITNESS POST.  IT IS ON PROPERTY OWNED BY
 RS0461'MR. MILTON ANDERSON
 RS0461'
 RS0461'TO REACH THE STATION FROM THE RAILROAD DEPOT IN RHAME, GO SOUTH
 RS0461'ON A GRAVELED ROAD FOR 3.9 MILES TO A FORK.  THEN RIGHT ROAD
 RS0461'FOR 4.3 MILES TO A CROSSROAD.  THEN LEFT, EAST, ON A TRACK ROAD
 RS0461'FOR 0.3 MILE TO A FORK.  THEN LEFT ROAD, NORTH, FOR 0.15 MILE
 RS0461'TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT, EASTERLY FOR 0.35
 RS0461'MILE TO A DIM TRACK ROAD ON THE RIGHT.  THEN RIGHT, SOUTHERLY,
 RS0461'FOR 0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 RS0461'SOUTHERLY ACROSS PASTURE LAND FOR 0.7 MILE TO THE STATION AS
 RS0461'DESCRIBED.
 RS0461'
 RS0461'THE STATION MARK IS A STANDARD DISK STAMPED NEBO 1949 SET IN
 RS0461'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 RS0461'
 RS0461'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NEBO NO 1 1949
 RS0461'SET IN A DRILL HOLE IN A BURIED BOULDER THAT IS FLUSH WITH THE
 RS0461'GROUND.  IT IS 12.5 FEET SOUTHEAST OF THE WITNESS POST AND IS
 RS0461'ABOUT 3 FEET LOWER THAN THE STATION.
 RS0461'
 RS0461'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NEBO NO 2 1949
 RS0461'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 RS0461'GROUND.  IT IS ON THE WESTERLY SLOPE OF THE KNOLL AND IS ABOUT
 RS0461'5 FEET LOWER THAN THE STATION.
 RS0461'
 RS0461'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE FROM THE STATION,
 RS0461'15 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 RS0461'3 FEET EAST OF A WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 RS0461'IT IS A STANDARD DISK STAMPED NEBO 1949 SET IN THE CENTER OF A
 RS0461'12-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 RS0461'
 RS0461'FOUR FOOT WOODEN STANDS AT BUTTE 1912, WATSON, BENCH MARK G
 RS0461'19, TABLE 1912, DAHL, DALE, AND ANTELOPE ARE VISIBLE FROM THE
 RS0461'GROUND.
 RS0461
 RS0461                          STATION RECOVERY (1997)
 RS0461
 RS0461'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 RS0461'TO REACH THE MARK FROM THE JUNCTION OF US 12 AND PAVED ROAD SOUTH AT
 RS0461'RHAME.  GO SOUTH FOR 8.4 MILES (13.5 KM) TO A GATE ON THE LEFT (EAST)
 RS0461'.  PASS THROUGH GATE AND FOLLOW A TRACK ROAD TO A STOCK DAM.  FROM THE
 RS0461'STOCK DAM PICK YOUR WAY EASTNORTHEAST UP HILL TO TOP OF RIDGE AND A
 RS0461'NORTH SOUTH FENCE.  FIND GATE IN FENCE AND STATION 100 YARDS SOUTHEAST
 RS0461'FROM GATE.  MARK PROJECTS 12 INCHES OUT OF SMALL ROCKY KNOLL.  BOTH RM
 RS0461'NO 1 AND RM NO 2 WERE FOUND IN GOOD CONDITION.  THE LAND IS NOW OWNED
 RS0461'BY STEVE WEIGUM, NOT MILTON ANDERSON.  FROM THE PAVED ROAD EAST TO
 RS0461'CENTERLINE FENCE WEST OF STATION, THE LAND IS OWNED BY JEFF OAKLAND.
 RS0461'AZIMUTH WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1224 ***********************************************************************
 TD1224  DESIGNATION -  NECHE
 TD1224  PID         -  TD1224
 TD1224  STATE/COUNTY-  ND/PEMBINA
 TD1224  USGS QUAD   -  NECHE (1964)
 TD1224
 TD1224                         *CURRENT SURVEY CONTROL
 TD1224  ___________________________________________________________________
 TD1224* NAD 83(1996)-  48 59 30.35986(N)    097 32 19.36663(W)     ADJUSTED  
 TD1224* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 TD1224  ___________________________________________________________________
 TD1224  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 TD1224  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 TD1224
 TD1224  HORZ ORDER  -  FIRST
 TD1224
 TD1224.The horizontal coordinates were established by classical geodetic methods
 TD1224.and adjusted by the National Geodetic Survey in January 1998..
 TD1224
 TD1224.The orthometric height was scaled from a topographic map.
 TD1224
 TD1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1224
 TD1224.The geoid height was determined by GEOID03.
 TD1224
 TD1224;                    North         East     Units Scale Factor Converg.
 TD1224;SPC ND N     -   225,629.380   816,678.306   MT  1.00006153   +2 12 12.9
 TD1224;SPC ND N     -   740,253.87  2,679,390.77   iFT  1.00006153   +2 12 12.9
 TD1224;UTM  14      - 5,427,569.298   606,898.244   MT  0.99974038   +1 06 10.1
 TD1224
 TD1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1224!SPC ND N     -   0.99996453  x   1.00006153  =   1.00002605
 TD1224!UTM  14      -   0.99996453  x   0.99974038  =   0.99970492
 TD1224
 TD1224:                Primary Azimuth Mark                     Grid Az
 TD1224:SPC ND N     -  ALTONA                                   007 14 29.0
 TD1224:UTM  14      -  ALTONA                                   008 20 31.8
 TD1224
 TD1224|---------------------------------------------------------------------|
 TD1224| PID    Reference Object                     Distance      Geod. Az  |
 TD1224|                                                           dddmmss.s |
 TD1224| TD1249 ALTONA                              APPROX.14.3 KM 0092641.9 |
 TD1224|---------------------------------------------------------------------|
 TD1224
 TD1224                          SUPERSEDED SURVEY CONTROL
 TD1224
 TD1224  NAD 83(1986)-  48 59 30.34949(N)    097 32 19.35396(W) AD(       ) 1
 TD1224  NAD 27      -  48 59 30.38200(N)    097 32 18.06800(W) AD(       ) 1
 TD1224
 TD1224.Superseded values are not recommended for survey control.
 TD1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1224.See file dsdata.txt to determine how the superseded data were derived.
 TD1224
 TD1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0689827569(NAD 83)
 TD1224_MARKER: DB = BENCH MARK DISK
 TD1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1224_STAMPING: NECHE 1964
 TD1224_MARK LOGO: CGS   
 TD1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1224+STABILITY: SURFACE MOTION
 TD1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1224+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 TD1224
 TD1224  HISTORY     - Date     Condition        Report By
 TD1224  HISTORY     - 1925     MONUMENTED       GSC
 TD1224  HISTORY     - 1947     GOOD             CGS
 TD1224  HISTORY     - 1970     GOOD             USGS
 TD1224  HISTORY     - 19940615 GOOD             NDHD
 TD1224  HISTORY     - 19990204 GOOD             NDWC
 TD1224
 TD1224                          STATION DESCRIPTION
 TD1224
 TD1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (NWS)
 TD1224'IN NE 1/4 SEC. 31, T. 164 N., R. 53 W., FIFTH PRINCIPAL
 TD1224'MERIDIAN.  IN A WOODEDN PASTURE LOT ABOUT 270 METERS N AND
 TD1224'1/2 MILE E OF THE TOWN OF NECHE, AND ABOUT 15 METERS S OF THE
 TD1224'N BOUNDARY OF THE SECTION.
 TD1224'
 TD1224'IN 1947 A ROAD APPROXIMATELY FOLLOWED THE N BOUNDARY OF THE
 TD1224'SECTION, AND WHEAT COVERED ALL GROUNDS NOT HEAVILY WOODED.
 TD1224'NOT RECOVERED IN 1947.
 TD1224'
 TD1224'STATION MARK IS A STANDARD U.S.C. AND G.S. STATION MARK.
 TD1224
 TD1224                          STATION RECOVERY (1970)
 TD1224
 TD1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JFS)
 TD1224'MARK IS ABOUT 0.6 MI. N. AND 0.5 MI. E. OF THE TOWN OF NECHE,
 TD1224'IN A WHEAT FIELD, 0.15 MI. E. OF A PRIVATE ROAD LEADING S. TO OLD
 TD1224'FARM BLDGS., AND 183 FT. S. OF AN E.W. GRAVEL ROAD.  THE MONUMENT
 TD1224'PROJECTS ABOUT 14 INCHES AND IS ABOUT ONE FT. E. OF A DRIVEN
 TD1224'3 INCH PIPE WITH TIN FLAG, WHICH PROJECTS ABOUT 6 FT.
 TD1224
 TD1224                          STATION RECOVERY (1994)
 TD1224
 TD1224'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1994
 TD1224'RECOVERED AS DESCRIBED.
 TD1224
 TD1224                          STATION RECOVERY (1999)
 TD1224
 TD1224'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TD1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1414 ***********************************************************************
 TD1414  DESIGNATION -  NECHE
 TD1414  PID         -  TD1414
 TD1414  STATE/COUNTY-  ND/PEMBINA
 TD1414  USGS QUAD   -  
 TD1414
 TD1414                         *CURRENT SURVEY CONTROL
 TD1414  ___________________________________________________________________
 TD1414* NAD 83(1996)-  49 00 02.48901(N)    097 34 11.14240(W)     ADJUSTED  
 TD1414* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 TD1414  ___________________________________________________________________
 TD1414  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 TD1414  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 TD1414
 TD1414  HORZ ORDER  -  THIRD
 TD1414
 TD1414.The horizontal coordinates were established by classical geodetic methods
 TD1414.and adjusted by the National Geodetic Survey in January 1998..
 TD1414
 TD1414.The orthometric height was scaled from a topographic map.
 TD1414
 TD1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1414
 TD1414.The geoid height was determined by GEOID03.
 TD1414
 TD1414;                    North         East     Units Scale Factor Converg.
 TD1414;SPC ND N     -   226,534.326   814,369.792   MT  1.00006403   +2 10 49.8
 TD1414;SPC ND N     -   743,222.85  2,671,816.90   iFT  1.00006403   +2 10 49.8
 TD1414;UTM  14      - 5,428,518.121   604,608.287   MT  0.99973443   +1 04 46.3
 TD1414
 TD1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1414!SPC ND N     -   0.99996452  x   1.00006403  =   1.00002854
 TD1414!UTM  14      -   0.99996452  x   0.99973443  =   0.99969896
 TD1414
 TD1414:                Primary Azimuth Mark                     Grid Az
 TD1414:SPC ND N     -  GRETNA                                   347 02 57.6
 TD1414:UTM  14      -  GRETNA                                   348 09 01.1
 TD1414
 TD1414|---------------------------------------------------------------------|
 TD1414| PID    Reference Object                     Distance      Geod. Az  |
 TD1414|                                                           dddmmss.s |
 TD1414| TD1293 GRETNA                              APPROX. 4.5 KM 3491347.4 |
 TD1414|---------------------------------------------------------------------|
 TD1414
 TD1414                          SUPERSEDED SURVEY CONTROL
 TD1414
 TD1414  NAD 83(1986)-  49 00 02.48203(N)    097 34 11.13382(W) AD(       ) 3
 TD1414
 TD1414.Superseded values are not recommended for survey control.
 TD1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1414.See file dsdata.txt to determine how the superseded data were derived.
 TD1414
 TD1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0460828518(NAD 83)
 TD1414_MARKER: DD = SURVEY DISK
 TD1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1414+STABILITY: SURFACE MOTION
 TD1414
 TD1414  HISTORY     - Date     Condition        Report By
 TD1414  HISTORY     - 1912     MONUMENTED       IBC
 TD1414
 TD1414                          STATION DESCRIPTION
 TD1414
 TD1414'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TD1414'ABOUT ONE - HALF MILE SOUTHWEST OF THE TOWN OF GRETNA, IN THE
 TD1414'SOUTHWEST CORNER OF SECTION 5, TOWNSHIP 1, RANGE 1 W, PRINCIPAL
 TD1414'MERIDIAN, 20.5 METERS NORTHEAST OF INTERNATIONAL BOUNDARY MONUMENT
 TD1414'816.
 TD1414'
 TD1414'STATION MARK--A BRONZE DISK MARKED---US. AND C. B. SURVEY---SET FLUSH
 TD1414'WITH THE SURFACE OF THE OF THE GROUND IN THE TOP OF A CYLINDER OF
 TD1414'CONCRETE 1 FOOT IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK
 TD1414'IS A 3-1/2 - INCH WIRE NAIL SET UPRIGHT IN A CORE OF CEMENT 2 INCHES
 TD1414'BELOW THE BOTTOM OF THE CONCRETE CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1415 ***********************************************************************
 TD1415  DESIGNATION -  NECHE E BASE
 TD1415  PID         -  TD1415
 TD1415  STATE/COUNTY-  ND/PEMBINA
 TD1415  USGS QUAD   -  
 TD1415
 TD1415                         *CURRENT SURVEY CONTROL
 TD1415  ___________________________________________________________________
 TD1415* NAD 83(1996)-  49 00 01.95165(N)    097 31 06.90196(W)     ADJUSTED  
 TD1415* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 TD1415  ___________________________________________________________________
 TD1415  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 TD1415  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 TD1415
 TD1415  HORZ ORDER  -  THIRD
 TD1415
 TD1415.The horizontal coordinates were established by classical geodetic methods
 TD1415.and adjusted by the National Geodetic Survey in January 1998..
 TD1415
 TD1415.The orthometric height was scaled from a topographic map.
 TD1415
 TD1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1415
 TD1415.The geoid height was determined by GEOID03.
 TD1415
 TD1415;                    North         East     Units Scale Factor Converg.
 TD1415;SPC ND N     -   226,661.468   818,112.642   MT  1.00006399   +2 13 06.9
 TD1415;SPC ND N     -   743,639.99  2,684,096.59   iFT  1.00006399   +2 13 06.9
 TD1415;UTM  14      - 5,428,573.323   608,351.673   MT  0.99974422   +1 07 05.4
 TD1415
 TD1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1415!SPC ND N     -   0.99996469  x   1.00006399  =   1.00002868
 TD1415!UTM  14      -   0.99996469  x   0.99974422  =   0.99970892
 TD1415
 TD1415:                Primary Azimuth Mark                     Grid Az
 TD1415:SPC ND N     -  LONG                                     180 34 58.7
 TD1415:UTM  14      -  LONG                                     181 41 00.2
 TD1415
 TD1415|---------------------------------------------------------------------|
 TD1415| PID    Reference Object                     Distance      Geod. Az  |
 TD1415|                                                           dddmmss.s |
 TD1415| TD1306 LONG                                APPROX. 0.7 KM 1824805.6 |
 TD1415|---------------------------------------------------------------------|
 TD1415
 TD1415                          SUPERSEDED SURVEY CONTROL
 TD1415
 TD1415  NAD 83(1986)-  49 00 01.94437(N)    097 31 06.89423(W) AD(       ) 3
 TD1415
 TD1415.Superseded values are not recommended for survey control.
 TD1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1415.See file dsdata.txt to determine how the superseded data were derived.
 TD1415
 TD1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0835228573(NAD 83)
 TD1415_MARKER: DD = SURVEY DISK
 TD1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1415+STABILITY: SURFACE MOTION
 TD1415
 TD1415  HISTORY     - Date     Condition        Report By
 TD1415  HISTORY     - 1912     MONUMENTED       IBC
 TD1415
 TD1415                          STATION DESCRIPTION
 TD1415
 TD1415'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TD1415'JUST NORTH OF THE INTERNATIONAL BOUNDARY ABOUT 520 METERS EAST OF
 TD1415'MONUMENT 818, IN THE ROAD ALLOWANCE SOUTH OF SW 1/4 SECTION 3,
 TD1415'TOWNSHIP 1, RANGE 1 W, PRINCIPAL MERIDIAN.
 TD1415'
 TD1415'STATION MARK--A BRONZE DISK MARKED---U. S. AND C. B. SURVEY---SET IN
 TD1415'THE TOP OF A BLOCK OF CONCRETE ABOUT 18 INCHES DEEP, 20 INCHES IN
 TD1415'DIAMETER AT THE BASE AND 12 INCHES AT THE TOP WHICH IS FLUSH WITH THE
 TD1415'GROUND.  THE SUBSURFACE MARK IS THE HEAD OF A TWENTYPENNY NAIL SET IN
 TD1415'A BED OF CONCRETE AT A DEPTH OF ABOUT 20 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1107 ***********************************************************************
 TD1107  DESIGNATION -  NECHE KCND TV MAST
 TD1107  PID         -  TD1107
 TD1107  STATE/COUNTY-  ND/PEMBINA
 TD1107  USGS QUAD   -  BATHGATE (1971)
 TD1107
 TD1107                         *CURRENT SURVEY CONTROL
 TD1107  ___________________________________________________________________
 TD1107* NAD 83(1996)-  48 59 43.87045(N)    097 24 28.80035(W)     ADJUSTED  
 TD1107* NAVD 88     -                                                        
 TD1107  ___________________________________________________________________
 TD1107  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 TD1107  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 TD1107
 TD1107  HORZ ORDER  -  THIRD
 TD1107
 TD1107.The horizontal coordinates were established by classical geodetic methods
 TD1107.and adjusted by the National Geodetic Survey in January 1998..
 TD1107
 TD1107
 TD1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1107
 TD1107.The geoid height was determined by GEOID03.
 TD1107
 TD1107;                    North         East     Units Scale Factor Converg.
 TD1107;SPC ND N     -   226,422.389   826,220.817   MT  1.00006258   +2 18 03.1
 TD1107;SPC ND N     -   742,855.61  2,710,698.22   iFT  1.00006258   +2 18 03.1
 TD1107;SPC MN N     -   386,243.936   484,876.533   MT  1.00010876   -3 11 35.4
 TD1107;UTM  14      - 5,428,178.774   616,451.270   MT  0.99976659   +1 12 05.6
 TD1107
 TD1107                          SUPERSEDED SURVEY CONTROL
 TD1107
 TD1107  NAD 83(1986)-  48 59 43.85988(N)    097 24 28.79006(W) AD(       ) 4
 TD1107  NAD 27      -  48 59 43.89774(N)    097 24 27.53297(W) AD(       ) 3
 TD1107
 TD1107.Superseded values are not recommended for survey control.
 TD1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1107.See file dsdata.txt to determine how the superseded data were derived.
 TD1107
 TD1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV1645128179(NAD 83)
 TD1107_MARKER: 42 = RADIO/TV MAST
 TD1107
 TD1107  HISTORY     - Date     Condition        Report By
 TD1107  HISTORY     - 1978     FIRST OBSERVED   MNDT
 TD1107
 TD1107                          STATION DESCRIPTION
 TD1107
 TD1107'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH)
 TD1107'THE STATION IS LOCATED ABOUT 6-3/4 MILES EAST OF THE TOWN OF NECHE,
 TD1107'NORTH DAKOTA, IN THE SE 1/4 OF SECTION 30, T164N, R52W.
 TD1107'
 TD1107'THE STEEL TV MAST IS 700 FEET HIGH, SUPPORTED BY GUY WIRES, AND
 TD1107'PAINTED ALTERNATELY RED AND WHITE.
 TD1107'
 TD1107'THE CENTER OF THE TOP OF THE MAST WAS OBSERVED FROM STATIONS
 TD1107'NOYES MNDT, PEMBINA, AND STUT MNDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1416 ***********************************************************************
 TD1416  DESIGNATION -  NECHE W BASE
 TD1416  PID         -  TD1416
 TD1416  STATE/COUNTY-  ND/PEMBINA
 TD1416  USGS QUAD   -  
 TD1416
 TD1416                         *CURRENT SURVEY CONTROL
 TD1416  ___________________________________________________________________
 TD1416* NAD 83(1996)-  49 00 02.01420(N)    097 33 09.36082(W)     ADJUSTED  
 TD1416* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 TD1416  ___________________________________________________________________
 TD1416  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 TD1416  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD1416
 TD1416  HORZ ORDER  -  THIRD
 TD1416
 TD1416.The horizontal coordinates were established by classical geodetic methods
 TD1416.and adjusted by the National Geodetic Survey in January 1998..
 TD1416
 TD1416.The orthometric height was scaled from a topographic map.
 TD1416
 TD1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1416
 TD1416.The geoid height was determined by GEOID03.
 TD1416
 TD1416;                    North         East     Units Scale Factor Converg.
 TD1416;SPC ND N     -   226,567.588   815,625.243   MT  1.00006399   +2 11 35.7
 TD1416;SPC ND N     -   743,331.98  2,675,935.84   iFT  1.00006399   +2 11 35.7
 TD1416;UTM  14      - 5,428,527.254   605,863.733   MT  0.99973768   +1 05 32.9
 TD1416
 TD1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1416!SPC ND N     -   0.99996452  x   1.00006399  =   1.00002851
 TD1416!UTM  14      -   0.99996452  x   0.99973768  =   0.99970221
 TD1416
 TD1416:                Primary Azimuth Mark                     Grid Az
 TD1416:SPC ND N     -  CENTER XXXIII                            038 36 29.0
 TD1416:UTM  14      -  CENTER XXXIII                            039 42 31.8
 TD1416
 TD1416|---------------------------------------------------------------------|
 TD1416| PID    Reference Object                     Distance      Geod. Az  |
 TD1416|                                                           dddmmss.s |
 TD1416| TD1277 CENTER XXXIII                       APPROX. 2.1 KM 0404804.7 |
 TD1416|---------------------------------------------------------------------|
 TD1416
 TD1416                          SUPERSEDED SURVEY CONTROL
 TD1416
 TD1416  NAD 83(1986)-  49 00 02.00712(N)    097 33 09.35316(W) AD(       ) 3
 TD1416
 TD1416.Superseded values are not recommended for survey control.
 TD1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1416.See file dsdata.txt to determine how the superseded data were derived.
 TD1416
 TD1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV0586428527(NAD 83)
 TD1416_MARKER: DD = SURVEY DISK
 TD1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1416+STABILITY: SURFACE MOTION
 TD1416
 TD1416  HISTORY     - Date     Condition        Report By
 TD1416  HISTORY     - 1912     MONUMENTED       IBC
 TD1416
 TD1416                          STATION DESCRIPTION
 TD1416
 TD1416'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (OBF)
 TD1416'ABOUT 4 METERS NORTH OF THE INTERNATIONAL BOUNDARY, AND ABOUT 350
 TD1416'METERS WEST OF MONUMENT 817, IN THE ROAD ALLOWANCE SOUTH OF SE 1/4
 TD1416'SECTION 5, TOWNSHIP 1, RANGE 1 W, PRINCIPAL MERIDIAN.
 TD1416'
 TD1416'STATION MARK--A BRONZE DISK MARKED---U. S. AND C. B. SURVEY---SET IN
 TD1416'THE TOP OF A CYLINDRICAL CONCRETE PIER 11 INCHES IN DIAMETER, BUT
 TD1416'FLARING TO 13 INCHES IN DIAMETER, AND 2 FEET LONG, ITS TOP FLUSH WITH
 TD1416'THE SURFACE OF THE GROUND.  THE SUBSURFACE MARK IS A 3-1/2 - INCH
 TD1416'WIRE NAIL STANDING PERPENDICULARLY IN A CORE OF CEMENT, THE HEAD OF
 TD1416'THE NAIL BEING ABOUT 2 INCHES BELOW THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1548 ***********************************************************************
 SN1548  DESIGNATION -  NEFF
 SN1548  PID         -  SN1548
 SN1548  STATE/COUNTY-  ND/SHERIDAN
 SN1548  USGS QUAD   -  LINCOLN VALLEY SW (1980)
 SN1548
 SN1548                         *CURRENT SURVEY CONTROL
 SN1548  ___________________________________________________________________
 SN1548* NAD 83(1996)-  47 32 42.75407(N)    100 24 17.08197(W)     ADJUSTED  
 SN1548* NAVD 88     -       614.     (meters)    2014.     (feet)  SCALED    
 SN1548  ___________________________________________________________________
 SN1548  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 SN1548  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 SN1548
 SN1548  HORZ ORDER  -  FIRST
 SN1548
 SN1548.The horizontal coordinates were established by classical geodetic methods
 SN1548.and adjusted by the National Geodetic Survey in January 1998..
 SN1548
 SN1548.The orthometric height was scaled from a topographic map.
 SN1548
 SN1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1548
 SN1548.The geoid height was determined by GEOID03.
 SN1548
 SN1548;                    North         East     Units Scale Factor Converg.
 SN1548;SPC ND N     -    60,621.103   607,170.543   MT  0.99997989   +0 04 15.2
 SN1548;SPC ND N     -   198,888.13  1,992,029.34   iFT  0.99997989   +0 04 15.2
 SN1548;UTM  14      - 5,266,710.303   394,295.617   MT  0.99973731   -1 02 11.5
 SN1548
 SN1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1548!SPC ND N     -   0.99990708  x   0.99997989  =   0.99988697
 SN1548!UTM  14      -   0.99990708  x   0.99973731  =   0.99964442
 SN1548
 SN1548|---------------------------------------------------------------------|
 SN1548| PID    Reference Object                     Distance      Geod. Az  |
 SN1548|                                                           dddmmss.s |
 SN1548| CO6496 NEFF RM 1                            10.327 METERS 05706     |
 SN1548| SN1566 DENHOFF GRAIN CO ELEVATOR           APPROX.13.2 KM 1240855.0 |
 SN1548| SN1570 MCCLUSKY OCCIDENT ELEVATOR          APPROX. 7.2 KM 2044357.9 |
 SN1548| SN1576 PICKARDSVILLE FARMERS NAT ELEV      APPROX.15.6 KM 2375951.2 |
 SN1548| CO6495 NEFF AZ MK                                         2705621.0 |
 SN1548| CO6497 NEFF RM 2                             9.663 METERS 33221     |
 SN1548|---------------------------------------------------------------------|
 SN1548
 SN1548                          SUPERSEDED SURVEY CONTROL
 SN1548
 SN1548  NAD 83(1986)-  47 32 42.75927(N)    100 24 17.07774(W) AD(       ) 1
 SN1548  NAD 27      -  47 32 42.77270(N)    100 24 15.61540(W) AD(       ) 1
 SN1548
 SN1548.Superseded values are not recommended for survey control.
 SN1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1548.See file dsdata.txt to determine how the superseded data were derived.
 SN1548
 SN1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT9429666710(NAD 83)
 SN1548_MARKER: DS = TRIANGULATION STATION DISK
 SN1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1548
 SN1548  HISTORY     - Date     Condition        Report By
 SN1548  HISTORY     - 1941     MONUMENTED       CGS
 SN1548  HISTORY     - 1958     GOOD             CGS
 SN1548  HISTORY     - 1962     GOOD             CGS
 SN1548
 SN1548                          STATION DESCRIPTION
 SN1548
 SN1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1548'STATION IS LOCATED ABOUT 5 MILES N OF THE TOWN OF MC CLUSKY,
 SN1548'ON THE LINE BETWEEN SECS. 18 AND 19, T. 147 N, R. 76 W, ON
 SN1548'LAND LEASED BY CHARLES NEFF AND OWNED BY J.P. WENTZ.  IT IS
 SN1548'ABOUT 0.2 MILE E OF THE NEFF HOME ON A HIGH BARE HILL AND 6
 SN1548'FEET SE OF A WHITE REFERENCE POST.  IT IS STAMPED NEFF 1941
 SN1548'AND PROJECTS ABOUT 8 INCHES.
 SN1548'
 SN1548'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SN1548'BRONZE DISKS SET IN CONCRETE.
 SN1548'
 SN1548'REFERENCE MARK NO. 1 IS STAMPED NEFF NO. 1 1941 AND PROJECTS
 SN1548'ABOUT 4 INCHES.
 SN1548'
 SN1548'REFERENCE MARK NO. 2 IS STAMPED NEFF NO. 2 1941 AND PROJECTS
 SN1548'ABOUT 6 INCHES.
 SN1548'
 SN1548'AZIMUTH MARK IS 19 FEET N OF THE CENTER LINE OF A FARM ROAD
 SN1548'AND 4 FEET E OF A WHITE REFERENCE POST.  IT IS STAMPED NEFF
 SN1548'1941 AND PROJECTS ABOUT 6 INCHES.
 SN1548'
 SN1548'TO REACH THE STATION FROM MC CLUSKY, GO E ON STATE HIGHWAY 7
 SN1548'FOR 0.2 MILE TO A CROSS STREET AND A CHURCH IN THE SW ANGLE,
 SN1548'TURN LEFT ON A GRAVEL ROAD AND GO N 2 MILES TO A SIDE ROAD RIGHT,
 SN1548'TURN RIGHT AND GO 1 MILE TO A LEFT TURN, TURN LEFT AND GO 2.1
 SN1548'MILES TO A DIM ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE
 SN1548'AZIMUTH MARK ON THE LEFT, CONTINUE E ACROSS FIELDS ON A DIM
 SN1548'ROAD FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 SN1548'
 SN1548'4-FOOT SIGNALS AT MERTZ, VIETZ, BANK, THOM AND 64-FOOT SIGNALS
 SN1548'AT MC CLUSKY AND COOMBS ARE VISIBLE FROM THE GROUND.
 SN1548
 SN1548                          STATION RECOVERY (1958)
 SN1548
 SN1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 SN1548'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SN1548'CONDITION.
 SN1548'
 SN1548'THE ORIGINAL DESCRIPTION FROM MC CLUSKY TO THE AZIMUTH MARK IS
 SN1548'CORRECT.  THERE IS A SLOUGH BETWEEN THE AZIMUTH MARK AND THE
 SN1548'STATION, AND IT IS NECESSARY TO CIRCLE AROUND TO THE N OF THE
 SN1548'SLOUGH IN ORDER TO DRIVE TO THE STATION.  THE HOUSE THAT WAS
 SN1548'LOCATED ABOUT 0.2 MI. W OF THE STATION HAS BEEN REMOVED.
 SN1548
 SN1548                          STATION RECOVERY (1962)
 SN1548
 SN1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1548'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 SN1548'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 SN1548'IN GOOD CONDITION.
 SN1548'
 SN1548'THE 1941 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1308 ***********************************************************************
 SL1308  DESIGNATION -  NELSON
 SL1308  PID         -  SL1308
 SL1308  STATE/COUNTY-  ND/CASS
 SL1308  USGS QUAD   -  ARTHUR (1967)
 SL1308
 SL1308                         *CURRENT SURVEY CONTROL
 SL1308  ___________________________________________________________________
 SL1308* NAD 83(1996)-  47 07 22.52664(N)    097 09 02.29546(W)     ADJUSTED  
 SL1308* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 SL1308  ___________________________________________________________________
 SL1308  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 SL1308  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 SL1308
 SL1308  HORZ ORDER  -  SECOND
 SL1308
 SL1308.The horizontal coordinates were established by classical geodetic methods
 SL1308.and adjusted by the National Geodetic Survey in January 1998..
 SL1308
 SL1308.The orthometric height was scaled from a topographic map.
 SL1308
 SL1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1308
 SL1308.The geoid height was determined by GEOID03.
 SL1308
 SL1308;                    North         East     Units Scale Factor Converg.
 SL1308;SPC ND S     -   167,292.013   854,064.175   MT  0.99994849   +2 26 34.7
 SL1308;SPC ND S     -   548,858.31  2,802,047.82   iFT  0.99994849   +2 26 34.7
 SL1308;SPC ND N     -    19,194.418   854,093.286   MT  1.00007545   +2 29 32.5
 SL1308;SPC ND N     -    62,973.81  2,802,143.33   iFT  1.00007545   +2 29 32.5
 SL1308;UTM  14      - 5,220,483.625   640,274.278   MT  0.99984183   +1 21 19.7
 SL1308
 SL1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1308!SPC ND S     -   0.99995920  x   0.99994849  =   0.99990769
 SL1308!SPC ND N     -   0.99995920  x   1.00007545  =   1.00003464
 SL1308!UTM  14      -   0.99995920  x   0.99984183  =   0.99980103
 SL1308
 SL1308|---------------------------------------------------------------------|
 SL1308| PID    Reference Object                     Distance      Geod. Az  |
 SL1308|                                                           dddmmss.s |
 SL1308| CO6499 NELSON RM 1                          30.620 METERS 02344     |
 SL1308| CO6498 NELSON AZ MK                                       0901950.3 |
 SL1308| SL1312 ARTHUR MICROWAVE MAST               APPROX. 9.9 KM 2162221.4 |
 SL1308| SL1310 ARTHUR FARMERS ELEV MID VENT        APPROX. 5.6 KM 2461858.1 |
 SL1308| CO6500 NELSON RM 2                          31.891 METERS 26311     |
 SL1308| SL1314 HUNTER GRAIN CO ELEV W VENT         APPROX. 9.2 KM 3262139.2 |
 SL1308|---------------------------------------------------------------------|
 SL1308
 SL1308                          SUPERSEDED SURVEY CONTROL
 SL1308
 SL1308  NAD 83(1986)-  47 07 22.52590(N)    097 09 02.28607(W) AD(       ) 2
 SL1308  NAD 27      -  47 07 22.61000(N)    097 09 00.97900(W) AD(       ) 2
 SL1308
 SL1308.Superseded values are not recommended for survey control.
 SL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1308.See file dsdata.txt to determine how the superseded data were derived.
 SL1308
 SL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT4027420484(NAD 83)
 SL1308_MARKER: DS = TRIANGULATION STATION DISK
 SL1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1308
 SL1308  HISTORY     - Date     Condition        Report By
 SL1308  HISTORY     - 1954     MONUMENTED       CGS
 SL1308
 SL1308                          STATION DESCRIPTION
 SL1308
 SL1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1308'THE STATION IS IN THE SOUTHWEST QUARTER OF SEC. 9, T. 142 N., R.
 SL1308'51 W. ON LAND OWNED BY MR. AUGUST NELSON.  IT IS 5 MILES SOUTH
 SL1308'AND 3 MILES EAST OF HUNTER AND 3 MILES EAST AND 1 MILE NORTH OF
 SL1308'ARTHUR.
 SL1308'
 SL1308'TO REACH FROM ARGUSVILLE, GO NORTH ON U.S. HIGHWAY 81 FOR 4.0
 SL1308'MILES TO A CROSSROAD AND A SIGN ARTHUR 12.5 MILES.  TURN LEFT
 SL1308'AND GO WEST ON THE GRAVEL ROAD FOR 9.5 MILES TO A CROSSROAD,
 SL1308'TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 1.0 MILE TO A
 SL1308'CROSSROAD, TURN RIGHT AND GO EAST FOR 0.15 MILE TO A FARMYARD
 SL1308'ON THE LEFT AND THE STATION 177 FEET EAST OF THE CENTER OF THE
 SL1308'DRIVEWAY.
 SL1308'
 SL1308'THE STATION MARK, 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 SL1308'OF THE BARN, 102 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 SL1308'OF A GRANARY, 53 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 SL1308'IS LEVEL WITH THE SURFACE OF THE GROUND AND THE DISK IS
 SL1308'STAMPED NELSON 1954.
 SL1308'
 SL1308'REFERENCE MARK NO. 1, NORTH-NORTHEAST OF THE STATION, IS 1.5
 SL1308'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A GRANARY AND LEVEL
 SL1308'WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED NELSON NO.
 SL1308'1 1954.
 SL1308'
 SL1308'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 98 FEET SOUTH-SOUTHWEST
 SL1308'OF THE SOUTHWEST CORNER OF THE BARN, 74 FEET EAST OF THE
 SL1308'CENTER OF THE DRIVEWAY, 41 FEET NORTH OF THE CENTER OF THE ROAD
 SL1308'AND LEVEL WITH THE SURFACE OF THE GROUND.  THE DISK IS
 SL1308'STAMPED NELSON NO. 2 1954.
 SL1308'
 SL1308'THE AZIMUTH MARK, 0.3 MILE EAST OF THE STATION, IS 36 FEET NORTH
 SL1308'OF THE CENTER OF THE DIRT ROAD, 2 FEET NORTHWEST OF A FENCE
 SL1308'CORNER, 1.5 FEET SOUTH OF A WITNESS POST AND PROJECTS 6
 SL1308'INCHES.  THE DISK IS STAMPED NELSON 1954.
 SL1308'
 SL1308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 SL1308'DIRT ROAD FOR 0.3 MILE TO A FENCE CORNER ON THE LEFT, 0.1 MILE
 SL1308'WEST OF A FARMYARD.
 SL1308'
 SL1308'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1749 ***********************************************************************
 TE1749  DESIGNATION -  NELSON
 TE1749  PID         -  TE1749
 TE1749  STATE/COUNTY-  ND/NELSON
 TE1749  USGS QUAD   -  MICHIGAN EAST (1971)
 TE1749
 TE1749                         *CURRENT SURVEY CONTROL
 TE1749  ___________________________________________________________________
 TE1749* NAD 83(1996)-  48 02 07.43694(N)    098 02 23.20827(W)     ADJUSTED  
 TE1749* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 TE1749  ___________________________________________________________________
 TE1749  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 TE1749  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 TE1749
 TE1749  HORZ ORDER  -  FIRST
 TE1749
 TE1749.The horizontal coordinates were established by classical geodetic methods
 TE1749.and adjusted by the National Geodetic Survey in January 1998..
 TE1749
 TE1749.The orthometric height was scaled from a topographic map.
 TE1749
 TE1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1749
 TE1749.The geoid height was determined by GEOID03.
 TE1749
 TE1749;                    North         East     Units Scale Factor Converg.
 TE1749;SPC ND N     -   118,047.094   783,426.229   MT  0.99993621   +1 49 50.6
 TE1749;SPC ND N     -   387,293.62  2,570,296.03   iFT  0.99993621   +1 49 50.6
 TE1749;UTM  14      - 5,320,680.706   571,578.724   MT  0.99966295   +0 42 50.4
 TE1749
 TE1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1749!SPC ND N     -   0.99993128  x   0.99993621  =   0.99986750
 TE1749!UTM  14      -   0.99993128  x   0.99966295  =   0.99959426
 TE1749
 TE1749:                Primary Azimuth Mark                     Grid Az
 TE1749:SPC ND N     -  DAHLEN TV STA WDAZ                       014 54 30.0
 TE1749:UTM  14      -  DAHLEN TV STA WDAZ                       016 01 30.2
 TE1749
 TE1749|---------------------------------------------------------------------|
 TE1749| PID    Reference Object                     Distance      Geod. Az  |
 TE1749|                                                           dddmmss.s |
 TE1749| TD1211 DAHLEN TV STA WDAZ                  APPROX.12.0 KM 0164420.6 |
 TE1749| CO7993 NELSON RM 1                          53.300 METERS 09020     |
 TE1749| TD1209 PETERSBURG NW BELL MICROWAVE        APPROX. 8.6 KM 1134317.0 |
 TE1749| TD1207 PETERSBURG SHD RAD KAO 202          APPROX. 8.6 KM 1142432.0 |
 TE1749| TE0375 F 265                                              2444542.4 |
 TE1749| TE1751 MICHIGAN MUNICIPAL TANK             APPROX. 6.3 KM 2591403.8 |
 TE1749| CO7994 NELSON RM 2                          43.391 METERS 27002     |
 TE1749|---------------------------------------------------------------------|
 TE1749
 TE1749                          SUPERSEDED SURVEY CONTROL
 TE1749
 TE1749  NAD 83(1986)-  48 02 07.43521(N)    098 02 23.20643(W) AD(       ) 1
 TE1749  NAD 27      -  48 02 07.45480(N)    098 02 21.83966(W) AD(       ) 1
 TE1749
 TE1749.Superseded values are not recommended for survey control.
 TE1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1749.See file dsdata.txt to determine how the superseded data were derived.
 TE1749
 TE1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7157920681(NAD 83)
 TE1749_MARKER: DS = TRIANGULATION STATION DISK
 TE1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1749
 TE1749  HISTORY     - Date     Condition        Report By
 TE1749  HISTORY     - 1967     MONUMENTED       CGS
 TE1749
 TE1749                          STATION DESCRIPTION
 TE1749
 TE1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1749'THE STATION IS ABOUT 10 MILES SOUTHWEST OF DAHLEN, 3-3/4 MILES
 TE1749'EAST OF MICHIGAN, 2-1/2 MILES NORTHWEST OF PETERSBURG AND ON
 TE1749'THE SOUTH RIGHT OF WAY OF A SECTION LINE ROAD.
 TE1749'
 TE1749'TO REACH THE STATION FROM THE POST OFFICE IN PETERSBURG, GO
 TE1749'SOUTH ON A GRAVELED STREET FOR 0.35 MILE TO THE JUNCTION WITH U.S.
 TE1749'HIGHWAY 2.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 2 FOR 2.6
 TE1749'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 TE1749'ON A GRAVELED ROAD FOR 0.7 MILE TO BENCH MARK F 265 ON THE
 TE1749'RIGHT.  CONTINUE NORTH FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT
 TE1749'AND GO EAST ON A GRAVELED ROAD FOR 0.65 MILE TO A DRIVEWAY ON
 TE1749'THE LEFT LEADING TO A FARM HOME AND THE END OF THE GRAVELED
 TE1749'ROAD.  CONTINUE EAST ON A TRACK ROAD FOR 0.05 MILE TO THE
 TE1749'STATION ON THE RIGHT.
 TE1749'
 TE1749'THE STATION MARK IS A STANDARD DISK STAMPED NELSON 1967,
 TE1749'SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS 12 INCHES IN
 TE1749'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 143.4
 TE1749'FEET EAST OF A POWERLINE POLE, 34.0 FEET SOUTH OF THE CENTERLINE
 TE1749'OF A TRACK ROAD, 8.0 FEET EAST OF A WITNESS POST AND 3.5 FEET
 TE1749'NORTH OF A FENCE.  THE UNDERGROUND STATION MARK IS SET 56
 TE1749'INCHES BELOW THE GROUND SURFACE.
 TE1749'
 TE1749'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NELSON NO 1 1967,
 TE1749'SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS 12 INCHES
 TE1749'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.
 TE1749'IT IS 35.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD,
 TE1749'1.9 FEET NORTH OF THE FENCE, 1.8 FEET SOUTHWEST OF A POWERLINE
 TE1749'POLE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 TE1749'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 174.94 FEET
 TE1749'OR (53.322 METERS).
 TE1749'
 TE1749'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NELSON NO 2 1967,
 TE1749'SET IN THE TOP OF A ROUND CONCRETE POST, THAT IS 12 INCHES
 TE1749'IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 TE1749'IS 40.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 4.0
 TE1749'FEET NORTH OF THE FENCE, 2.0 FEET NORTH OF A POWERLINE POLE
 TE1749'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 TE1749'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 142.42 FEET
 TE1749'OR (43.410 METERS).
 TE1749'
 TE1749'BENCH MARK F 265 IS A STANDARD DISK STAMPED F 265 1963, SET
 TE1749'IN THE TOP OF A ROUND CONCRETE POST, THAT IS 12 INCHES IN DIAMETER
 TE1749'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 47.0
 TE1749'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 33.0 FEET
 TE1749'NORTHWEST OF A POWERLINE POLE AND 1.5 FEET NORTH OF A WITNESS
 TE1749'POST.
 TE1749'
 TE1749'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 TE1749'DUE TO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0892 ***********************************************************************
 RR0892  DESIGNATION -  NELSON
 RR0892  PID         -  RR0892
 RR0892  STATE/COUNTY-  ND/MORTON
 RR0892  USGS QUAD   -  FALLON NE (1980)
 RR0892
 RR0892                         *CURRENT SURVEY CONTROL
 RR0892  ___________________________________________________________________
 RR0892* NAD 83(1996)-  46 44 12.17154(N)    101 05 59.94815(W)     ADJUSTED  
 RR0892* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 RR0892  ___________________________________________________________________
 RR0892  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 RR0892  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 RR0892
 RR0892  HORZ ORDER  -  THIRD
 RR0892
 RR0892.The horizontal coordinates were established by classical geodetic methods
 RR0892.and adjusted by the National Geodetic Survey in January 1998..
 RR0892
 RR0892.The orthometric height was scaled from a topographic map.
 RR0892
 RR0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0892
 RR0892.The geoid height was determined by GEOID03.
 RR0892
 RR0892;                    North         East     Units Scale Factor Converg.
 RR0892;SPC ND S     -   119,117.812   554,147.140   MT  0.99993731   -0 26 15.4
 RR0892;SPC ND S     -   390,806.47  1,818,068.04   iFT  0.99993731   -0 26 15.4
 RR0892;UTM  14      - 5,178,048.264   339,566.947   MT  0.99991637   -1 31 46.4
 RR0892
 RR0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0892!SPC ND S     -   0.99990649  x   0.99993731  =   0.99984380
 RR0892!UTM  14      -   0.99990649  x   0.99991637  =   0.99982287
 RR0892
 RR0892:                Primary Azimuth Mark                     Grid Az
 RR0892:SPC ND S     -  BISMARK AIR BEACON                       056 29 43.2
 RR0892:UTM  14      -  BISMARK AIR BEACON                       057 35 14.2
 RR0892
 RR0892|---------------------------------------------------------------------|
 RR0892| PID    Reference Object                     Distance      Geod. Az  |
 RR0892|                                                           dddmmss.s |
 RR0892| RR0888 BISMARK AIR BEACON                  APPROX. 8.0 KM 0560327.8 |
 RR0892| RR0891 ROCKY                               APPROX. 7.6 KM 3171255.8 |
 RR0892|---------------------------------------------------------------------|
 RR0892
 RR0892                          SUPERSEDED SURVEY CONTROL
 RR0892
 RR0892  NAD 83(1986)-  46 44 12.16463(N)    101 05 59.93253(W) AD(       ) 3
 RR0892  NAD 27      -  46 44 12.17721(N)    101 05 58.43385(W) AD(       ) 3
 RR0892
 RR0892.Superseded values are not recommended for survey control.
 RR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0892.See file dsdata.txt to determine how the superseded data were derived.
 RR0892
 RR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS3956778048(NAD 83)
 RR0892_MARKER: DD = SURVEY DISK
 RR0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0892+STABILITY: SURFACE MOTION
 RR0892
 RR0892  HISTORY     - Date     Condition        Report By
 RR0892  HISTORY     - 1941     MONUMENTED       USGS
 RR0892
 RR0892                          STATION DESCRIPTION
 RR0892
 RR0892'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0892'LOCATED IN SE. 1/4 OF SEC. 25, T. 138 N., R. 83 W., ON LAND OWNED BY
 RR0892'A. C. NELSON.
 RR0892'
 RR0892'TO REACH FROM QUARTER CORNER BETWEEN SECS. 25 AND 26, FOLLOW DIRT RD.
 RR0892'E. FOR 0.7 MI.  TURN RIGHT OFF MAIN RD. AND FOLLOW FIELD RD. ABOUT 200
 RR0892'FT SE.  LEAVE OLD RD. AND DRIVE UP CREST OF RIDGE IN SW. DIRECTION FOR
 RR0892'0.25 MI TO HIGH POINT OF RIDGE.  STATION IS ON SECOND TOP E. OF W.
 RR0892'EDGE OF FAIRLY LONG E. - W. RIDGE.
 RR0892'
 RR0892'STANDARD TABLET SET IN TOP OF CONCRETE POST, PROJECTING ABOUT 2 IN.
 RR0892'ABOVE GROUND STAMPED---NELSON 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2198 ***********************************************************************
 TF2198  DESIGNATION -  NELSON
 TF2198  PID         -  TF2198
 TF2198  STATE/COUNTY-  ND/WARD
 TF2198  USGS QUAD   -  CARPIO NE (1979)
 TF2198
 TF2198                         *CURRENT SURVEY CONTROL
 TF2198  ___________________________________________________________________
 TF2198* NAD 83(1996)-  48 24 56.56806(N)    101 36 52.85619(W)     ADJUSTED  
 TF2198* NAVD 88     -       560.     (meters)    1837.     (feet)  SCALED    
 TF2198  ___________________________________________________________________
 TF2198  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 TF2198  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 TF2198
 TF2198  HORZ ORDER  -  THIRD
 TF2198
 TF2198.The horizontal coordinates were established by classical geodetic methods
 TF2198.and adjusted by the National Geodetic Survey in January 1998..
 TF2198
 TF2198.The orthometric height was scaled from a topographic map.
 TF2198
 TF2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2198
 TF2198.The geoid height was determined by GEOID03.
 TF2198
 TF2198;                    North         East     Units Scale Factor Converg.
 TF2198;SPC ND N     -   158,000.051   517,493.730   MT  0.99995251   -0 49 46.1
 TF2198;SPC ND N     -   518,372.87  1,697,814.07   iFT  0.99995251   -0 49 46.1
 TF2198;UTM  14      - 5,365,809.635   306,536.500   MT  1.00005988   -1 57 22.8
 TF2198
 TF2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2198!SPC ND N     -   0.99991530  x   0.99995251  =   0.99986781
 TF2198!UTM  14      -   0.99991530  x   1.00005988  =   0.99997517
 TF2198
 TF2198:                Primary Azimuth Mark                     Grid Az
 TF2198:SPC ND N     -  NELSON AZ MK                             093 15 54.1
 TF2198:UTM  14      -  NELSON AZ MK                             094 23 30.8
 TF2198
 TF2198|---------------------------------------------------------------------|
 TF2198| PID    Reference Object                     Distance      Geod. Az  |
 TF2198|                                                           dddmmss.s |
 TF2198| CQ8661 NELSON AZ MK                                       0922608.0 |
 TF2198| CQ8663 NELSON RM 2                          13.514 METERS 27051     |
 TF2198| CQ8662 NELSON RM 1                          13.534 METERS 35720     |
 TF2198|---------------------------------------------------------------------|
 TF2198
 TF2198                          SUPERSEDED SURVEY CONTROL
 TF2198
 TF2198  NAD 83(1986)-  48 24 56.56695(N)    101 36 52.85294(W) AD(       ) 3
 TF2198  NAD 27      -  48 24 56.52810(N)    101 36 51.26880(W) AD(       ) 3
 TF2198
 TF2198.Superseded values are not recommended for survey control.
 TF2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2198.See file dsdata.txt to determine how the superseded data were derived.
 TF2198
 TF2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU0653665810(NAD 83)
 TF2198_MARKER: DS = TRIANGULATION STATION DISK
 TF2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2198
 TF2198  HISTORY     - Date     Condition        Report By
 TF2198  HISTORY     - 1963     MONUMENTED       CGS
 TF2198
 TF2198                          STATION DESCRIPTION
 TF2198
 TF2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2198'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 2 MILES WEST OF
 TF2198'FOXHOLM, AND ABOUT 1-1/2 MILES NORTHEAST OF U.S. HIGHWAY 52,
 TF2198'ON THE NORTH SIDE OF AN EAST-WEST GRAVELED ROAD, ON THE PROPERTY
 TF2198'OWNED BY MR. OLIVER NELSON.
 TF2198'
 TF2198'TO REACH THE STATION FROM THE POST OFFICE IN FOXHOLM, GO NORTHWEST
 TF2198'ON U.S. HIGHWAY 52 FOR 3.0 MILES TO A DIAGONAL CROSSROAD, TURN
 TF2198'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.4 MILES TO A T-ROAD,
 TF2198'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.25 MILE TO THE
 TF2198'STATION ON THE LEFT.
 TF2198'
 TF2198'THE STATION IS A STANDARD DISK STAMPED NELSON 1963, SET IN THE
 TF2198'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 TF2198'2 INCHES ABOVE THE GROUND.  IT IS 44 FEET NORTH OF THE CENTER
 TF2198'OF A GRAVELED ROAD, AND 4 FEET NORTHWEST OF A METAL WITNESS
 TF2198'POST.
 TF2198'
 TF2198'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NELSON NO
 TF2198'1 1963, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 TF2198'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 88 FEET NORTH
 TF2198'OF THE CENTER OF A GRAVEL ROAD, AND 47 FEET NORTH OF A METAL
 TF2198'WITNESS POST.
 TF2198'
 TF2198'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NELSON NO
 TF2198'2 1963, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 TF2198'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 48 FEET WEST
 TF2198'OF A METAL WITNESS POST, AND 44 FEET NORTH OF THE CENTER OF A
 TF2198'GRAVEL ROAD.
 TF2198'
 TF2198'AZIMUTH MARK IS A STANDARD DISK STAMPED NELSON 1963, SET IN
 TF2198'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 TF2198'2 INCHES ABOVE THE GROUND.  IT IS 41 FEET SOUTH OF THE CENTER
 TF2198'OF A GRAVEL ROAD, AND 4 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1859 ***********************************************************************
 TG1859  DESIGNATION -  NESSON
 TG1859  PID         -  TG1859
 TG1859  STATE/COUNTY-  ND/WILLIAMS
 TG1859  USGS QUAD   -  CUSSICKS SPRING (1969)
 TG1859
 TG1859                         *CURRENT SURVEY CONTROL
 TG1859  ___________________________________________________________________
 TG1859* NAD 83(1996)-  48 09 41.19238(N)    103 13 00.24159(W)     ADJUSTED  
 TG1859* NAVD 88     -       723.     (meters)    2372.     (feet)  SCALED    
 TG1859  ___________________________________________________________________
 TG1859  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 TG1859  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1859
 TG1859  HORZ ORDER  -  FIRST
 TG1859
 TG1859.The horizontal coordinates were established by classical geodetic methods
 TG1859.and adjusted by the National Geodetic Survey in January 1998..
 TG1859
 TG1859.The orthometric height was scaled from a topographic map.
 TG1859
 TG1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1859
 TG1859.The geoid height was determined by GEOID03.
 TG1859
 TG1859;                    North         East     Units Scale Factor Converg.
 TG1859;SPC ND N     -   132,695.427   397,950.839   MT  0.99993674   -2 01 17.8
 TG1859;SPC ND N     -   435,352.45  1,305,612.99   iFT  0.99993674   -2 01 17.8
 TG1859;UTM  13      - 5,335,781.797   632,605.749   MT  0.99981606   +1 19 43.6
 TG1859
 TG1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1859!SPC ND N     -   0.99988945  x   0.99993674  =   0.99982620
 TG1859!UTM  13      -   0.99988945  x   0.99981606  =   0.99970553
 TG1859
 TG1859|---------------------------------------------------------------------|
 TG1859| PID    Reference Object                     Distance      Geod. Az  |
 TG1859|                                                           dddmmss.s |
 TG1859| CQ8666 NESSON RM 1                          15.298 METERS 09645     |
 TG1859| CQ8667 NESSON RM 2                          11.321 METERS 12626     |
 TG1859| TG1865 BROOK                               APPROX.13.8 KM 2923701.7 |
 TG1859|---------------------------------------------------------------------|
 TG1859
 TG1859                          SUPERSEDED SURVEY CONTROL
 TG1859
 TG1859  NAD 83(1986)-  48 09 41.19176(N)    103 13 00.23920(W) AD(       ) 1
 TG1859  NAD 27      -  48 09 41.10900(N)    103 12 58.56700(W) AD(       ) 1
 TG1859
 TG1859.Superseded values are not recommended for survey control.
 TG1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1859.See file dsdata.txt to determine how the superseded data were derived.
 TG1859
 TG1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP3260635782(NAD 83)
 TG1859_MARKER: DS = TRIANGULATION STATION DISK
 TG1859_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TG1859+WITH SETTING: INFORMATION.
 TG1859_SP_SET: PREFABRICATED CONCRETE POST
 TG1859
 TG1859  HISTORY     - Date     Condition        Report By
 TG1859  HISTORY     - 1945     MONUMENTED       MORC
 TG1859  HISTORY     - 1974     GOOD             USGS
 TG1859
 TG1859                          STATION DESCRIPTION
 TG1859
 TG1859'DESCRIBED BY MISSOURI RIVER COMMISSION 1945 (JCP)
 TG1859'THIS IS A STATION OF THE MISSOURI RIVER COMMISSION, LOCATED
 TG1859'ABOUT 9-1/2 MILES SSE OF WHEELOCK.  THE MARK IS SITUATED ON THE
 TG1859'N END OF A RIDGE WHICH IS DIVIDED FROM THE MAIN PLATEAU BY
 TG1859'A LOW SADDLE THAT FORMS A DIVIDE FOR TWO CANYONS, ONE TO THE
 TG1859'E AND THE OTHER TO THE W.  THE MARK IS 51 FEET W OF A N-S
 TG1859'FENCE LINE AND 7.5 FEET S OF A STANDARD WITNESS POST.  THE
 TG1859'STATION IS MARKED WITH A STANDARD MO.R.C. 4-INCH IRON PIPE WITH A
 TG1859'CAP AT THE TOP.  THE CAP HAS A RAISED TRIANGLE AT THE TOP
 TG1859'CENTER WITH THE FOLLOWING LETTERS CAST--MISSOURI RIVER
 TG1859'COMMISSION U.S.
 TG1859'
 TG1859'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A
 TG1859'CONCRETE POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 TG1859'IN CONCRETE.
 TG1859'
 TG1859'REFERENCE MARK 1 IS 50.19 FEET E OF THE STATION AND 1 FOOT W
 TG1859'OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 TG1859'STAMPED NESSON MRC NO 1 1945.  IT IS A BRONZE REFERENCE DISK
 TG1859'SET IN TOP OF A CONCRETE POST.
 TG1859'
 TG1859'REFERENCE MARK 2 IS 37.14 FEET SE OF THE STATION AND 51 FEET
 TG1859'W OF THE N-S FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 TG1859'DISK IS STAMPED NESSON MRC NO 2 1945.  IT IS A BRONZE REFERENCE
 TG1859'DISK SET IN TOP OF A CONCRETE POST.
 TG1859'
 TG1859'THE AZIMUTH MARK IS APPROXIMATELY 1.8 MILES NW OF THE STATION,
 TG1859'0.25 MILE E OF THE SCHOOL, 22 FEET S OF THE APPROXIMATE CENTER
 TG1859'OF THE ROAD, AND 3-1/2 FEET E OF A STANDARD WITNESS POST.  THE
 TG1859'MARK PROJECTS 8 INCHES ABOVE THE GROUND SURFACE AND THE DISK IS
 TG1859'STAMPED USGS 2437 1945.  IT IS A BRONZE AZIMUTH DISK SET IN
 TG1859'CONCRETE.
 TG1859'
 TG1859'NOTE--THIS MARK IS THE AZIMUTH MARK FOR STATION 2437 (U.S.G.S.)
 TG1859'AND IS USED FOR BOTH STATIONS.
 TG1859'
 TG1859'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET IN
 TG1859'WHEELOCK WITH U.S. HIGHWAY 2, GO S ON MAIN STREET THROUGH THE
 TG1859'VILLAGE TO A FORK JUST AFTER CROSSING THE RAILROAD TRACKS.  TAKE
 TG1859'THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD FOR 8.9 MILES
 TG1859'TO A FRAME SCHOOLHOUSE ON THE RIGHT.  CONTINUE 0.25 MILE TO
 TG1859'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.15 MILE TO A BACKWARD
 TG1859'Y-FORK, CONTINUE AHEAD FOR 0.1 MILE TO A TRACK ROAD RIGHT.
 TG1859'TURN RIGHT AND GO 0.5 MILE, THEN TAKE A DIM LEFT FORK FOR 0.9
 TG1859'MILE TO A POINT WHERE THE ROAD TURNS LEFT DOWNHILL.  BEAR
 TG1859'RIGHT UP A STEEP HILL FOR 0.05 MILE TO THE TOP OF THE HILL
 TG1859'AND THE STATION ON THE RIGHT AS DESCRIBED.
 TG1859'
 TG1859'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 TG1859
 TG1859                          STATION RECOVERY (1974)
 TG1859
 TG1859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTF)
 TG1859'STATION AND R.M.S FOUND AS DESCRIBED.  AZ. PREVIOUSLY REPORTED
 TG1859'NOT FOUND.  SEARCHED FOR AZIMUTH MK. BUT NOT FOUND.
 TG1859'
 TG1859'ANGLES TO R.M. 2 SHOW DIFFERENCE OF APPROXIMATELY 54 DEGREES.
 TG1859'DISTANCES TO BOTH R.M.S CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0729 ***********************************************************************
 SN0729  DESIGNATION -  NET
 SN0729  PID         -  SN0729
 SN0729  STATE/COUNTY-  ND/MCLEAN
 SN0729  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0729
 SN0729                         *CURRENT SURVEY CONTROL
 SN0729  ___________________________________________________________________
 SN0729* NAD 83(1996)-  47 40 28.49028(N)    101 04 25.57648(W)     ADJUSTED  
 SN0729* NAVD 88     -       605.859  (meters)    1987.72   (feet)  ADJUSTED  
 SN0729  ___________________________________________________________________
 SN0729  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 SN0729  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0729  DYNAMIC HT  -         605.918 (meters)    1987.92  (feet)  COMP
 SN0729  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 SN0729
 SN0729  HORZ ORDER  -  SECOND
 SN0729  VERT ORDER  -  SECOND    CLASS 0
 SN0729
 SN0729.The horizontal coordinates were established by classical geodetic methods
 SN0729.and adjusted by the National Geodetic Survey in January 1998..
 SN0729
 SN0729.The orthometric height was determined by differential leveling
 SN0729.and adjusted by the National Geodetic Survey in June 1991..
 SN0729
 SN0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN0729
 SN0729.The geoid height was determined by GEOID03.
 SN0729
 SN0729.The dynamic height is computed by dividing the NAVD 88
 SN0729.geopotential number by the normal gravity value computed on the
 SN0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0729.degrees latitude (g = 980.6199 gals.).
 SN0729
 SN0729.The modeled gravity was interpolated from observed gravity values.
 SN0729
 SN0729;                    North         East     Units Scale Factor Converg.
 SN0729;SPC ND N     -    75,160.609   556,915.604   MT  0.99996132   -0 25 37.1
 SN0729;SPC ND N     -   246,589.92  1,827,150.93   iFT  0.99996132   -0 25 37.1
 SN0729;UTM  14      - 5,282,215.387   344,338.783   MT  0.99989776   -1 32 00.6
 SN0729
 SN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN0729!SPC ND N     -   0.99990827  x   0.99996132  =   0.99986959
 SN0729!UTM  14      -   0.99990827  x   0.99989776  =   0.99980604
 SN0729
 SN0729:                Primary Azimuth Mark                     Grid Az
 SN0729:SPC ND N     -  NET AZ MK                                094 36 22.1
 SN0729:UTM  14      -  NET AZ MK                                095 42 45.6
 SN0729
 SN0729|---------------------------------------------------------------------|
 SN0729| PID    Reference Object                     Distance      Geod. Az  |
 SN0729|                                                           dddmmss.s |
 SN0729| CQ8668 NET AZ MK                                          0941045.0 |
 SN0729| SN0728 NET RM 1                             16.876 METERS 14208     |
 SN0729| SN0727 NET RM 2                             22.409 METERS 23402     |
 SN0729|---------------------------------------------------------------------|
 SN0729
 SN0729                          SUPERSEDED SURVEY CONTROL
 SN0729
 SN0729  NAD 83(1986)-  47 40 28.49145(N)    101 04 25.57049(W) AD(       ) 2
 SN0729  NAD 27      -  47 40 28.48780(N)    101 04 24.03010(W) AD(       ) 2
 SN0729  NGVD 29 (??/??/92)  605.459  (m)         1986.41   (f) ADJ UNCH    2 0
 SN0729
 SN0729.Superseded values are not recommended for survey control.
 SN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0729.See file dsdata.txt to determine how the superseded data were derived.
 SN0729
 SN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT4433982215(NAD 83)
 SN0729_MARKER: DS = TRIANGULATION STATION DISK
 SN0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0729_STAMPING: NET 1962
 SN0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0729+STABILITY: SURFACE MOTION
 SN0729
 SN0729  HISTORY     - Date     Condition        Report By
 SN0729  HISTORY     - 1962     MONUMENTED       CGS
 SN0729  HISTORY     - 1962     GOOD             CGS
 SN0729
 SN0729                          STATION DESCRIPTION
 SN0729
 SN0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN0729'THE STATION IS LOCATED 10 MILES SOUTH OF THE TOWN OF BENEDICT,
 SN0729'IN THE SW 1/4 OF SEC. 32,T149N,R81W, ON THE TOP OF A SMALL
 SN0729'HILL THAT IS ABOUT 200 FEET SOUTHEAST OF SOME OLD DESERTED
 SN0729'FARM BUILDINGS.
 SN0729'
 SN0729'TO REACH FROM BENEDICT, GO SOUTH ON COUNTY ROAD 23 FOR 0.7
 SN0729'MILE TO A T ROAD.  TURN LEFT AND GO EAST FOR 0.2 MILE TO A T ROAD
 SN0729'RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 23 FOR 10.2 MILES
 SN0729'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.2 MILES TO THE
 SN0729'STATION ON THE LEFT, JUST SOUTHEAST OF A WINDMILL AND OLD
 SN0729'BUILDINGS.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 SN0729'EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT
 SN0729'AS DESCRIBED.
 SN0729'
 SN0729'THE STATION MARK IS A STANDARD DISK STAMPED NET 1962 AND IS
 SN0729'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0729'PROJECTS 4 INCHES.  IT IS 205 FEET SOUTHEAST OF A WINDMILL,
 SN0729'104 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 65 FEET WEST
 SN0729'OF AN OLD FENCE LINE, 45 FEET NORTH OF A FENCE LINE AND 4 FEET
 SN0729'SOUTH OF THE WITNESS POST.
 SN0729'
 SN0729'REFERENCE MARK NO. 1, STAMPED NET NO 1 1962, IS A STANDARD
 SN0729'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0729'PROJECTS 1 INCH.  IT IS 60 FEET NORTH OF THE CENTER OF A GRAVELED
 SN0729'ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 SN0729'
 SN0729'REFERENCE MARK NO. 2, STAMPED NET NO 2 1962, IS A STANDARD
 SN0729'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 SN0729'PROJECTS 4 INCHES.  IT IS 60 FEET NORTH OF THE CENTER OF A ROAD,
 SN0729'1 FOOT NORTH OF A FENCE LINE AND ABOUT 10 FEET BELOW THE
 SN0729'ELEVATION OF THE STATION.
 SN0729'
 SN0729'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NET 1962 AND IS
 SN0729'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 SN0729'4 INCHES.  IT IS 53 FEET SOUTH OF THE CENTER OF A GRAVELED
 SN0729'ROAD, 3 FEET WEST OF A HIGHLINE POLE AND 1 FOOT WEST OF A
 SN0729'WITNESS POST.
 SN0729'
 SN0729'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 93.56 FEET OR 28.517 METERS.
 SN0729
 SN0729                          STATION RECOVERY (1962)
 SN0729
 SN0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 SN0729'11.0 MI S FROM BENEDICT.
 SN0729'ABOUT 10.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0729'AT BENEDICT, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, ON THE CREST
 SN0729'OF A HILL, 105 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45 FEET NORTH
 SN0729'OF A FENCE.  55.5 FEET NORTHWEST OF R.M. 1, 74.0 FEET NORTHEAST OF
 SN0729'R.M. 2, 5.0 FEET SOUTH OF A WITNESS POST, ABOUT 10 FEET ABOVE THE
 SN0729'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN0729'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0728 ***********************************************************************
 SN0728  DESIGNATION -  NET RM 1
 SN0728  PID         -  SN0728
 SN0728  STATE/COUNTY-  ND/MCLEAN
 SN0728  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0728
 SN0728                         *CURRENT SURVEY CONTROL
 SN0728  ___________________________________________________________________
 SN0728* NAD 83(1986)-  47 40 28.     (N)    101 04 26.     (W)     SCALED    
 SN0728* NAVD 88     -       604.921  (meters)    1984.64   (feet)  ADJUSTED  
 SN0728  ___________________________________________________________________
 SN0728  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0728  DYNAMIC HT  -         604.980 (meters)    1984.84  (feet)  COMP
 SN0728  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 SN0728
 SN0728  VERT ORDER  -  SECOND    CLASS 0
 SN0728
 SN0728.The horizontal coordinates were scaled from a topographic map and have
 SN0728.an estimated accuracy of +/- 6 seconds.
 SN0728
 SN0728.The orthometric height was determined by differential leveling
 SN0728.and adjusted by the National Geodetic Survey in June 1991..
 SN0728
 SN0728.The geoid height was determined by GEOID03.
 SN0728
 SN0728.The dynamic height is computed by dividing the NAVD 88
 SN0728.geopotential number by the normal gravity value computed on the
 SN0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0728.degrees latitude (g = 980.6199 gals.).
 SN0728
 SN0728.The modeled gravity was interpolated from observed gravity values.
 SN0728
 SN0728;                    North         East    Units  Estimated Accuracy
 SN0728;SPC ND N     -    75,150.      556,910.      MT  (+/- 180 meters Scaled)
 SN0728
 SN0728                          SUPERSEDED SURVEY CONTROL
 SN0728
 SN0728  NGVD 29 (??/??/92)  604.521  (m)         1983.33   (f) ADJ UNCH    2 0
 SN0728
 SN0728.Superseded values are not recommended for survey control.
 SN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0728.See file dsdata.txt to determine how the superseded data were derived.
 SN0728
 SN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443822(NAD 83)
 SN0728_MARKER: DR = REFERENCE MARK DISK
 SN0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0728_STAMPING: NET NO 1 1962
 SN0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0728+STABILITY: SURFACE MOTION
 SN0728
 SN0728  HISTORY     - Date     Condition        Report By
 SN0728  HISTORY     - 1962     MONUMENTED       CGS
 SN0728
 SN0728                          STATION DESCRIPTION
 SN0728
 SN0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0728'11.0 MI S FROM BENEDICT.
 SN0728'ABOUT 10.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0728'AT BENEDICT, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, ON THE CREST
 SN0728'OF A HILL, 94.0 FEET EAST OF R.M. 2, 74.0 FEET SOUTHEAST OF THE
 SN0728'STATION MARK NET 1962, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 SN0728'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0727 ***********************************************************************
 SN0727  DESIGNATION -  NET RM 2
 SN0727  PID         -  SN0727
 SN0727  STATE/COUNTY-  ND/MCLEAN
 SN0727  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0727
 SN0727                         *CURRENT SURVEY CONTROL
 SN0727  ___________________________________________________________________
 SN0727* NAD 83(1986)-  47 40 28.     (N)    101 04 26.     (W)     SCALED    
 SN0727* NAVD 88     -       602.683  (meters)    1977.30   (feet)  ADJUSTED  
 SN0727  ___________________________________________________________________
 SN0727  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 SN0727  DYNAMIC HT  -         602.742 (meters)    1977.50  (feet)  COMP
 SN0727  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 SN0727
 SN0727  VERT ORDER  -  SECOND    CLASS 0
 SN0727
 SN0727.The horizontal coordinates were scaled from a topographic map and have
 SN0727.an estimated accuracy of +/- 6 seconds.
 SN0727
 SN0727.The orthometric height was determined by differential leveling
 SN0727.and adjusted by the National Geodetic Survey in June 1991..
 SN0727
 SN0727.The geoid height was determined by GEOID03.
 SN0727
 SN0727.The dynamic height is computed by dividing the NAVD 88
 SN0727.geopotential number by the normal gravity value computed on the
 SN0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0727.degrees latitude (g = 980.6199 gals.).
 SN0727
 SN0727.The modeled gravity was interpolated from observed gravity values.
 SN0727
 SN0727;                    North         East    Units  Estimated Accuracy
 SN0727;SPC ND N     -    75,150.      556,910.      MT  (+/- 180 meters Scaled)
 SN0727
 SN0727                          SUPERSEDED SURVEY CONTROL
 SN0727
 SN0727  NGVD 29 (??/??/92)  602.283  (m)         1975.99   (f) ADJ UNCH    2 0
 SN0727
 SN0727.Superseded values are not recommended for survey control.
 SN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0727.See file dsdata.txt to determine how the superseded data were derived.
 SN0727
 SN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT443822(NAD 83)
 SN0727_MARKER: DR = REFERENCE MARK DISK
 SN0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0727_STAMPING: NET NO 2 1962
 SN0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0727+STABILITY: SURFACE MOTION
 SN0727
 SN0727  HISTORY     - Date     Condition        Report By
 SN0727  HISTORY     - 1962     MONUMENTED       CGS
 SN0727
 SN0727                          STATION DESCRIPTION
 SN0727
 SN0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0727'11.0 MI S FROM BENEDICT.
 SN0727'ABOUT 10.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0727'AT BENEDICT, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, ON THE CREST
 SN0727'OF A HILL, 94.0 FEET WEST OF R.M. 1, 55.5 FEET SOUTHEAST OF THE
 SN0727'STATION MARK NET 1962, 1.0 FOOT NORTH OF A FENCE, AND SET IN THE TOP
 SN0727'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0943 ***********************************************************************
 RR0943  DESIGNATION -  NEW LEIPZIG CHURCH
 RR0943  PID         -  RR0943
 RR0943  STATE/COUNTY-  ND/GRANT
 RR0943  USGS QUAD   -  NEW LEIPZIG SOUTH (1972)
 RR0943
 RR0943                         *CURRENT SURVEY CONTROL
 RR0943  ___________________________________________________________________
 RR0943* NAD 83(1996)-  46 22 20.88256(N)    101 56 55.03909(W)     ADJUSTED  
 RR0943* NAVD 88     -                                                        
 RR0943  ___________________________________________________________________
 RR0943  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 RR0943  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 RR0943
 RR0943  HORZ ORDER  -  THIRD
 RR0943
 RR0943.The horizontal coordinates were established by classical geodetic methods
 RR0943.and adjusted by the National Geodetic Survey in January 1998..
 RR0943
 RR0943
 RR0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0943
 RR0943.The geoid height was determined by GEOID03.
 RR0943
 RR0943;                    North         East     Units Scale Factor Converg.
 RR0943;SPC ND S     -    79,481.938   488,550.164   MT  0.99996819   -1 03 23.8
 RR0943;SPC ND S     -   260,767.51  1,602,854.87   iFT  0.99996819   -1 03 23.8
 RR0943;UTM  14      - 5,139,658.207   273,222.912   MT  1.00023221   -2 08 06.9
 RR0943;UTM  13      - 5,139,957.991   734,679.660   MT  1.00027705   +2 12 35.0
 RR0943
 RR0943                          SUPERSEDED SURVEY CONTROL
 RR0943
 RR0943  NAD 83(1986)-  46 22 20.87478(N)    101 56 55.03381(W) AD(       ) 4
 RR0943  NAD 27      -  46 22 20.85141(N)    101 56 53.48825(W) AD(       ) 3
 RR0943
 RR0943.Superseded values are not recommended for survey control.
 RR0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0943.See file dsdata.txt to determine how the superseded data were derived.
 RR0943
 RR0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS7322339658(NAD 83)
 RR0943_MARKER: 91 = CHURCH CROSS
 RR0943
 RR0943  HISTORY     - Date     Condition        Report By
 RR0943  HISTORY     - 1941     FIRST OBSERVED   USGS
 RR0943  HISTORY     - 1951     GOOD             CGS
 RR0943
 RR0943                          STATION DESCRIPTION
 RR0943
 RR0943'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0943'LOCATED IN THE VILLAGE OF NEW LEIPZIG, IN THE SW. EDGE OF THE VILLAGE,
 RR0943'AND ON W. SIDE OF MAIN N. - S. STREET.  POINT OBSERVED UPON WAS CROSS
 RR0943'PROMINENT CHURCH SPIRE, THE TALLEST IN THE VILLAGE.  STATION MARK--
 RR0943'CROSS ON TOP OF SPIRE.  NO CHECK ON THIS POINT.
 RR0943
 RR0943                          STATION RECOVERY (1951)
 RR0943
 RR0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0943'THE CHURCH STANDS IN THE SOUTHERN PART OF THE TOWN OF NEW
 RR0943'LEIPZIG, ABOUT 4 BLOCKS SOUTH OF THE DEPOT AND ON THE WEST
 RR0943'SIDE OF THE MAIN STREET.  IT IS A WHITE FRAME STRUCTURE WITH
 RR0943'A GREEN SHINGLED ROOF.  THE POINT INTERSECTED WAS THE BASE OF
 RR0943'THE CROSS ATOP THE STRUCTURE.  THE HEIGHT WAS MEASURED AND
 RR0943'FOUND TO BE 66 FEET TO THE BASE OF THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1179 ***********************************************************************
 SM1179  DESIGNATION -  NEW ROCKFORD EDDY CTHSE DOME
 SM1179  PID         -  SM1179
 SM1179  STATE/COUNTY-  ND/EDDY
 SM1179  USGS QUAD   -  NEW ROCKFORD (1986)
 SM1179
 SM1179                         *CURRENT SURVEY CONTROL
 SM1179  ___________________________________________________________________
 SM1179* NAD 83(1996)-  47 40 49.21811(N)    099 08 04.29830(W)     ADJUSTED  
 SM1179* NAVD 88     -                                                        
 SM1179  ___________________________________________________________________
 SM1179  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 SM1179  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1179
 SM1179  HORZ ORDER  -  THIRD
 SM1179
 SM1179.The horizontal coordinates were established by classical geodetic methods
 SM1179.and adjusted by the National Geodetic Survey in January 1998..
 SM1179
 SM1179
 SM1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1179
 SM1179.The geoid height was determined by GEOID03.
 SM1179
 SM1179;                    North         East     Units Scale Factor Converg.
 SM1179;SPC ND N     -    76,549.275   702,517.362   MT  0.99996061   +1 00 57.9
 SM1179;SPC ND N     -   251,145.92  2,304,846.99   iFT  0.99996061   +1 00 57.9
 SM1179;UTM  14      - 5,280,780.920   489,903.033   MT  0.99960125   -0 05 58.1
 SM1179
 SM1179                          SUPERSEDED SURVEY CONTROL
 SM1179
 SM1179  NAD 83(1986)-  47 40 49.22055(N)    099 08 04.29350(W) AD(       ) 4
 SM1179  NAD 27      -  47 40 49.23800(N)    099 08 02.90000(W) AD(       ) 3
 SM1179
 SM1179.Superseded values are not recommended for survey control.
 SM1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1179.See file dsdata.txt to determine how the superseded data were derived.
 SM1179
 SM1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT8990380781(NAD 83)
 SM1179_MARKER: 87 = DOME
 SM1179
 SM1179  HISTORY     - Date     Condition        Report By
 SM1179  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1179
 SM1179                          STATION DESCRIPTION
 SM1179
 SM1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1179'STATION IS LOCATED IN THE E PART OF THE CITY OF NEW ROCKFORD,
 SM1179'20 PACES N OF THE CENTER LINE OF AN E-W ROAD, 30 PACES E OF THE
 SM1179'CENTER LINE OF A N-S ROAD, 16 PACES S OF AN ALLEY, AND 3 BLOCKS
 SM1179'E OF THE MAIN PART OF NEW ROCKFORD.
 SM1179'
 SM1179'THE BUILDING IS CONSTRUCTED OF RED BRICK, ON WHICH THERE IS A
 SM1179'SHEET METAL DOME, PAINTED GREY.  IT WAS BUILT IN 1899 AND IS
 SM1179'APPROXIMATELY 115 FEET HIGH.  THE POINT LOCATED WAS THE CENTER
 SM1179'OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1178 ***********************************************************************
 SM1178  DESIGNATION -  NEW ROCKFORD MUNICIPAL TANK
 SM1178  PID         -  SM1178
 SM1178  STATE/COUNTY-  ND/EDDY
 SM1178  USGS QUAD   -  NEW ROCKFORD (1986)
 SM1178
 SM1178                         *CURRENT SURVEY CONTROL
 SM1178  ___________________________________________________________________
 SM1178* NAD 83(1996)-  47 40 28.02312(N)    099 08 12.02341(W)     ADJUSTED  
 SM1178* NAVD 88     -                                                        
 SM1178  ___________________________________________________________________
 SM1178  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 SM1178  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM1178
 SM1178  HORZ ORDER  -  THIRD
 SM1178
 SM1178.The horizontal coordinates were established by classical geodetic methods
 SM1178.and adjusted by the National Geodetic Survey in January 1998..
 SM1178
 SM1178
 SM1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1178
 SM1178.The geoid height was determined by GEOID03.
 SM1178
 SM1178;                    North         East     Units Scale Factor Converg.
 SM1178;SPC ND N     -    75,891.953   702,367.860   MT  0.99996133   +1 00 52.2
 SM1178;SPC ND N     -   248,989.35  2,304,356.50   iFT  0.99996133   +1 00 52.2
 SM1178;UTM  14      - 5,280,126.868   489,740.821   MT  0.99960129   -0 06 03.8
 SM1178
 SM1178                          SUPERSEDED SURVEY CONTROL
 SM1178
 SM1178  NAD 83(1986)-  47 40 28.02584(N)    099 08 12.01843(W) AD(       ) 4
 SM1178  NAD 27      -  47 40 28.03900(N)    099 08 10.62600(W) AD(       ) 3
 SM1178
 SM1178.Superseded values are not recommended for survey control.
 SM1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1178.See file dsdata.txt to determine how the superseded data were derived.
 SM1178
 SM1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT8974180127(NAD 83)
 SM1178_MARKER: 53 = ELEVATED TANK
 SM1178
 SM1178  HISTORY     - Date     Condition        Report By
 SM1178  HISTORY     - 1941     FIRST OBSERVED   CGS
 SM1178
 SM1178                          STATION DESCRIPTION
 SM1178
 SM1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1178'STATION IS LOCATED IN THE S PART OF THE CITY OF NEW ROCKFORD,
 SM1178'20 PACES E OF A DIRT ROAD, 175 PACES E OF THE NORTHERN PACIFIC
 SM1178'RAILROAD TRACKS, AND 200 PACES E OF OLD U.S. HIGHWAY 281.
 SM1178'
 SM1178'IT IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS, PAINTED BLACK.
 SM1178'THE TANK PROPER IS LIGHT GRAY WITH THE SIGN NEW ROCKFORD IN
 SM1178'BLACK LETTERS ON THE NW AND SW SIDES.  IT WAS BUILT IN 1914
 SM1178'AND IS APPROXIMATELY 105 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0909 ***********************************************************************
 RR0909  DESIGNATION -  NEW SALEM
 RR0909  PID         -  RR0909
 RR0909  STATE/COUNTY-  ND/MORTON
 RR0909  USGS QUAD   -  NEW SALEM (1980)
 RR0909
 RR0909                         *CURRENT SURVEY CONTROL
 RR0909  ___________________________________________________________________
 RR0909* NAD 83(1996)-  46 51 06.74953(N)    101 25 34.34876(W)     ADJUSTED  
 RR0909* NAVD 88     -       717.2    (meters)    2353.     (feet)  VERTCON   
 RR0909  ___________________________________________________________________
 RR0909  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 RR0909  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 RR0909
 RR0909  HORZ ORDER  -  FIRST
 RR0909
 RR0909.The horizontal coordinates were established by classical geodetic methods
 RR0909.and adjusted by the National Geodetic Survey in January 1998..
 RR0909
 RR0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0909
 RR0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0909
 RR0909.The geoid height was determined by GEOID03.
 RR0909
 RR0909;                    North         East     Units Scale Factor Converg.
 RR0909;SPC ND S     -   132,160.326   529,368.044   MT  0.99993590   -0 40 32.0
 RR0909;SPC ND S     -   433,596.87  1,736,771.80   iFT  0.99993590   -0 40 32.0
 RR0909;UTM  14      - 5,191,561.675   315,040.492   MT  1.00002049   -1 46 14.3
 RR0909
 RR0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0909!SPC ND S     -   0.99989073  x   0.99993590  =   0.99982663
 RR0909!UTM  14      -   0.99989073  x   1.00002049  =   0.99991121
 RR0909
 RR0909|---------------------------------------------------------------------|
 RR0909| PID    Reference Object                     Distance      Geod. Az  |
 RR0909|                                                           dddmmss.s |
 RR0909| CQ8670 NEW SALEM RM 1                        6.931 METERS 01547     |
 RR0909| RR0910 NEW SALEM MUNICIPAL TANK            APPROX. 1.5 KM 1313114.8 |
 RR0909| CQ8669 NEW SALEM AZ MK                                    1942847.0 |
 RR0909| CQ8671 NEW SALEM RM 2                        4.779 METERS 21315     |
 RR0909|---------------------------------------------------------------------|
 RR0909
 RR0909                          SUPERSEDED SURVEY CONTROL
 RR0909
 RR0909  NAD 83(1986)-  46 51 06.74394(N)    101 25 34.33716(W) AD(       ) 1
 RR0909  NAD 27      -  46 51 06.75200(N)    101 25 32.82900(W) AD(       ) 1
 RR0909  NGVD 29 (07/19/86)  716.8    (m)         2352.     (f) VERT ANG       
 RR0909
 RR0909.Superseded values are not recommended for survey control.
 RR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0909.See file dsdata.txt to determine how the superseded data were derived.
 RR0909
 RR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1504091562(NAD 83)
 RR0909_MARKER: DS = TRIANGULATION STATION DISK
 RR0909_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RR0909+WITH SETTING: INFORMATION.
 RR0909_SP_SET: PREFABRICATED CONCRETE POST
 RR0909
 RR0909  HISTORY     - Date     Condition        Report By
 RR0909  HISTORY     - 1951     MONUMENTED       CGS
 RR0909  HISTORY     - 1957     GOOD             CGS
 RR0909  HISTORY     - 1958     GOOD             USGS
 RR0909
 RR0909                          STATION DESCRIPTION
 RR0909
 RR0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0909'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF NEW SALEM, ON A
 RR0909'PROMINENT LONE BUTTE AT THE NORTHWEST CORNER OF THE GOLF COURSE
 RR0909'AND ON LAND OWNED BY THE TOWN OF NEW SALEM.
 RR0909'
 RR0909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 RR0909'STATE HIGHWAY 31 AT THE NORTHWEST LIMITS OF NEW SALEM.  GO
 RR0909'WEST ON HIGHWAY 10 FOR 0.5 MILE TO A CROSSROADS AND THE AZIMUTH
 RR0909'MARK.  TURN RIGHT AND GO NORTH FOR 0.25 MILE TO THE SOUTH SLOPE
 RR0909'OF THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 RR0909'NORTH FOR ABOUT 100 YARDS TO THE HIGHEST POINT OF THE BUTTE
 RR0909'AND THE STATION.
 RR0909'
 RR0909'STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 RR0909'IRON PIPE THAT PROJECTS 3 INCHES.  THE DISK IS STAMPED NEW SALEM
 RR0909'1951.
 RR0909'
 RR0909'REFERENCE MARK NO. 1 IS SET IN A DRILLED HOLE IN OUTCROPPING
 RR0909'SANDSTONE THAT PROJECTS ABOUT 2 FEET.  THE DISK IS STAMPED NEW
 RR0909'SALEM NO 1 1951.
 RR0909'
 RR0909'REFERENCE MARK NO. 2 IS SET IN A DRILLED HOLE IN A BOULDER THAT
 RR0909'PROJECTS ABOUT 5 FEET TOWARDS THE SOUTH AND FLUSH WITH THE GROUND
 RR0909'TOWARDS THE NORTH.  THE DISK IS STAMPED NEW SALEM NO 2 1951.
 RR0909'
 RR0909'THE AZIMUTH MARK IS 74 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 RR0909'39 FEET EAST OF THE CENTER OF A TRACK ROAD AND 8 FEET NORTH OF
 RR0909'A TELEPHONE POLE.  THE MARK PROJECTS 9 INCHES AND THE DISK IS
 RR0909'STAMPED NEW SALEM 1951.
 RR0909
 RR0909                          STATION RECOVERY (1957)
 RR0909
 RR0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0909'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0909'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH THE STATION IS
 RR0909'ADEQUATE.
 RR0909
 RR0909                          STATION RECOVERY (1958)
 RR0909
 RR0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0909'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0910 ***********************************************************************
 RR0910  DESIGNATION -  NEW SALEM MUNICIPAL TANK
 RR0910  PID         -  RR0910
 RR0910  STATE/COUNTY-  ND/MORTON
 RR0910  USGS QUAD   -  NEW SALEM (1980)
 RR0910
 RR0910                         *CURRENT SURVEY CONTROL
 RR0910  ___________________________________________________________________
 RR0910* NAD 83(1996)-  46 50 34.73744(N)    101 24 41.65982(W)     ADJUSTED  
 RR0910* NAVD 88     -                                                        
 RR0910  ___________________________________________________________________
 RR0910  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 RR0910  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 RR0910
 RR0910  HORZ ORDER  -  THIRD
 RR0910
 RR0910.The horizontal coordinates were established by classical geodetic methods
 RR0910.and adjusted by the National Geodetic Survey in January 1998..
 RR0910
 RR0910
 RR0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0910
 RR0910.The geoid height was determined by GEOID03.
 RR0910
 RR0910;                    North         East     Units Scale Factor Converg.
 RR0910;SPC ND S     -   131,158.868   530,472.640   MT  0.99993586   -0 39 53.6
 RR0910;SPC ND S     -   430,311.25  1,740,395.80   iFT  0.99993586   -0 39 53.6
 RR0910;UTM  14      - 5,190,539.208   316,125.838   MT  1.00001557   -1 45 34.9
 RR0910
 RR0910                          SUPERSEDED SURVEY CONTROL
 RR0910
 RR0910  NAD 83(1986)-  46 50 34.73187(N)    101 24 41.64729(W) AD(       ) 4
 RR0910  NAD 27      -  46 50 34.73800(N)    101 24 40.13700(W) AD(       ) 3
 RR0910
 RR0910.Superseded values are not recommended for survey control.
 RR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0910.See file dsdata.txt to determine how the superseded data were derived.
 RR0910
 RR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1612690539(NAD 83)
 RR0910_MARKER: 53 = ELEVATED TANK
 RR0910
 RR0910  HISTORY     - Date     Condition        Report By
 RR0910  HISTORY     - 1951     FIRST OBSERVED   CGS
 RR0910
 RR0910                          STATION DESCRIPTION
 RR0910
 RR0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0910'STATION IS LOCATED IN THE CITY OF NEW SALEM, 70 FEET WEST OF
 RR0910'THE CENTER OF A GRAVELED STREET AND 60 FEET NORTHEAST OF THE
 RR0910'NORTHEAST CORNER OF THE CITY HALL.  IT IS AN ELEVATED TANK
 RR0910'SUPPORTED BY FOUR STEEL LEGS.  THE ENTIRE STRUCTURE IS PAINTED
 RR0910'SILVER AND ON THE WEST SIDE OF THE TANK PROPER THE NAME OF
 RR0910'THE CITY IS PAINTED IN LARGE BLACK LETTERS.
 RR0910'
 RR0910'THE OVERALL HEIGHT OF THE TANK IS 125.0 FEET AND THE POINT
 RR0910'OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0732 ***********************************************************************
 SO0732  DESIGNATION -  NEWTOWN MUNICIPAL TANK
 SO0732  PID         -  SO0732
 SO0732  STATE/COUNTY-  ND/MOUNTRAIL
 SO0732  USGS QUAD   -  NEW TOWN (1981)
 SO0732
 SO0732                         *CURRENT SURVEY CONTROL
 SO0732  ___________________________________________________________________
 SO0732* NAD 83(1996)-  47 59 05.44914(N)    102 29 16.13495(W)     ADJUSTED  
 SO0732* NAVD 88     -                                                        
 SO0732  ___________________________________________________________________
 SO0732  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 SO0732  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 SO0732
 SO0732  HORZ ORDER  -  THIRD
 SO0732
 SO0732.The horizontal coordinates were established by classical geodetic methods
 SO0732.and adjusted by the National Geodetic Survey in January 1998..
 SO0732
 SO0732
 SO0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0732
 SO0732.The geoid height was determined by GEOID03.
 SO0732
 SO0732;                    North         East     Units Scale Factor Converg.
 SO0732;SPC ND N     -   111,411.026   451,640.925   MT  0.99993736   -1 28 45.1
 SO0732;SPC ND N     -   365,521.74  1,481,761.56   iFT  0.99993736   -1 28 45.1
 SO0732;UTM  13      - 5,317,670.099   687,446.372   MT  1.00003176   +1 52 01.2
 SO0732
 SO0732                          SUPERSEDED SURVEY CONTROL
 SO0732
 SO0732  NAD 83(1986)-  47 59 05.44911(N)    102 29 16.13172(W) AD(       ) 4
 SO0732  NAD 27      -  47 59 05.39500(N)    102 29 14.47500(W) AD(       ) 3
 SO0732
 SO0732.Superseded values are not recommended for survey control.
 SO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0732.See file dsdata.txt to determine how the superseded data were derived.
 SO0732
 SO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP8744617670(NAD 83)
 SO0732_MARKER: 53 = ELEVATED TANK
 SO0732
 SO0732  HISTORY     - Date     Condition        Report By
 SO0732  HISTORY     - 1962     FIRST OBSERVED   CGS
 SO0732  HISTORY     - 1966     GOOD             USGS
 SO0732  HISTORY     - 20060909 MARK NOT FOUND   GEOCAC
 SO0732
 SO0732                          STATION DESCRIPTION
 SO0732
 SO0732'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 SO0732'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SO0732
 SO0732                          STATION RECOVERY (2006)
 SO0732
 SO0732'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 SO0732'THRE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1205 ***********************************************************************
 TD1205  DESIGNATION -  NIAGARA
 TD1205  PID         -  TD1205
 TD1205  STATE/COUNTY-  ND/GRAND FORKS
 TD1205  USGS QUAD   -  FORDVILLE SE (1963)
 TD1205
 TD1205                         *CURRENT SURVEY CONTROL
 TD1205  ___________________________________________________________________
 TD1205* NAD 83(1996)-  48 00 17.61587(N)    097 50 23.10118(W)     ADJUSTED  
 TD1205* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 TD1205  ___________________________________________________________________
 TD1205  LAPLACE CORR-          -9.69  (seconds)                    DEFLEC99
 TD1205  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD1205
 TD1205  HORZ ORDER  -  FIRST
 TD1205
 TD1205.The horizontal coordinates were established by classical geodetic methods
 TD1205.and adjusted by the National Geodetic Survey in January 1998..
 TD1205
 TD1205.The orthometric height was scaled from a topographic map.
 TD1205
 TD1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1205
 TD1205.The geoid height was determined by GEOID03.
 TD1205
 TD1205;                    North         East     Units Scale Factor Converg.
 TD1205;SPC ND N     -   115,153.254   798,451.267   MT  0.99993681   +1 58 46.5
 TD1205;SPC ND N     -   377,799.39  2,619,590.77   iFT  0.99993681   +1 58 46.5
 TD1205;UTM  14      - 5,317,495.353   586,540.612   MT  0.99969202   +0 51 44.5
 TD1205
 TD1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1205!SPC ND N     -   0.99993732  x   0.99993681  =   0.99987414
 TD1205!UTM  14      -   0.99993732  x   0.99969202  =   0.99962936
 TD1205
 TD1205:                Primary Azimuth Mark                     Grid Az
 TD1205:SPC ND N     -  G 270                                    086 12 18.5
 TD1205:UTM  14      -  G 270                                    087 19 20.5
 TD1205
 TD1205|---------------------------------------------------------------------|
 TD1205| PID    Reference Object                     Distance      Geod. Az  |
 TD1205|                                                           dddmmss.s |
 TD1205| CO7340 G 270                                              0881105.0 |
 TD1205| TD0856 NIAGARA RM 1                         16.947 METERS 18440     |
 TD1205| TD1207 PETERSBURG SHD RAD KAO 202          APPROX. 7.1 KM 2684834.4 |
 TD1205| TD1209 PETERSBURG NW BELL MICROWAVE        APPROX. 7.1 KM 2693531.9 |
 TD1205| TD0855 NIAGARA RM 2                         16.427 METERS 35456     |
 TD1205|---------------------------------------------------------------------|
 TD1205
 TD1205                          SUPERSEDED SURVEY CONTROL
 TD1205
 TD1205  NAD 83(1986)-  48 00 17.61423(N)    097 50 23.09992(W) AD(       ) 1
 TD1205  NAD 27      -  48 00 17.63937(N)    097 50 21.76878(W) AD(       ) 1
 TD1205
 TD1205.Superseded values are not recommended for survey control.
 TD1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1205.See file dsdata.txt to determine how the superseded data were derived.
 TD1205
 TD1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU8654117495(NAD 83)
 TD1205_MARKER: DS = TRIANGULATION STATION DISK
 TD1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1205
 TD1205  HISTORY     - Date     Condition        Report By
 TD1205  HISTORY     - 1967     MONUMENTED       CGS
 TD1205
 TD1205                          STATION DESCRIPTION
 TD1205
 TD1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1205'THE STATION IS ABOUT 10-1/2 MILES SOUTH OF DAHLEN, 7-1/2
 TD1205'MILES EAST OF PETERSBURG, 1-1/2 MILES EAST-NORTHEAST OF NIAGARA,
 TD1205'ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD AND
 TD1205'AT THE EAST SIDE OF A CEMETERY.
 TD1205'
 TD1205'TO REACH THE STATION FROM THE POST OFFICE IN NIAGARA, GO NORTH
 TD1205'ON GRAVELED ROAD FOR 0.05 MILE TO A T-INTERSECTION, TURN LEFT
 TD1205'AND GO WEST, THEN NORTH, ON GRAVELED ROAD FOR 0.6 MILE TO
 TD1205'THE JUNCTION WITH U.S. HIGHWAY 2 AND STATE HIGHWAY 32.  TURN
 TD1205'RIGHT AND GO EAST ON U.S. HIGHWAY 2 FOR 1.55 MILES TO A
 TD1205'CROSSROAD AND A CEMETERY ON THE RIGHT, TURN RIGHT, SOUTH,
 TD1205'ON GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 TD1205'
 TD1205'STATION MARK IS A STANDARD DISK, STAMPED NIAGARA 1967, SET IN
 TD1205'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1205'IS FLUSH WITH THE GROUND.  IT IS 33.4 FEET SOUTH OF A SOUTH
 TD1205'GATE POST, 29.0 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 TD1205'GRAVELED ROAD, 6.0 FEET EAST-NORTHEAST OF A WITNESS POST AND
 TD1205'5.7 FEET EAST OF THE FENCE AROUND CEMETERY.  THE UNDERGROUND
 TD1205'MARK IS 50 INCHES BELOW THE GROUND SURFACE.
 TD1205'
 TD1205'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NIAGARA NO 1 1967,
 TD1205'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1205'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 34.0 FEET
 TD1205'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 39.2 FEET NORTH
 TD1205'OF A FENCE CORNER POST, 1.0 FEET EAST OF THE FENCE AROUND
 TD1205'CEMETERY AND ABOUT THE SAME ELEVATION AS THE STATION.
 TD1205'
 TD1205'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NIAGARA NO 2 1967,
 TD1205'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1205'THAT PROJECTS 1 INCH.  IT IS 33.5 FEET WEST OF THE CENTERLINE
 TD1205'OF THE GRAVELED ROAD, 3.2 FEET NORTH OF A NORTH GATE POST, 1.0
 TD1205'FEET EAST OF THE FENCE AROUND CEMETERY AND ABOUT THE SAME
 TD1205'ELEVATION AS THE STATION.
 TD1205'
 TD1205'BENCH MARK G 270 IS A STANDARD DISK, STAMPED G 270 1963, SET
 TD1205'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1205'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 108.5 FEET
 TD1205'SOUTH OF THE CENTERLINE OF COUNTY ROAD B 11, 67.0 FEET WEST
 TD1205'OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 4.0 FEET
 TD1205'SOUTH OF A POWER LINE POLE AND 1.6 FEET NORTH OF A WITNESS
 TD1205'POST.  TO REACH THE MARK FROM THE STATION, GO NORTH ON GRAVELED
 TD1205'ROAD FOR 0.05 MILE TO THE JUNCTION WITH U.S. HIGHWAY 2, TURN
 TD1205'RIGHT AND GO EAST ON HIGHWAY 2 FOR 0.25 MILE TO THE JUNCTION
 TD1205'WITH COUNTY ROAD B 11 ON THE LEFT.  TURN LEFT AND GO NORTH
 TD1205'THEN EAST ON COUNTY ROAD B 11 FOR 0.75 MILE TO THE MARK ON
 TD1205'THE RIGHT AT CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0856 ***********************************************************************
 TD0856  DESIGNATION -  NIAGARA RM 1
 TD0856  PID         -  TD0856
 TD0856  STATE/COUNTY-  ND/GRAND FORKS
 TD0856  USGS QUAD   -  FORDVILLE SE (1963)
 TD0856
 TD0856                         *CURRENT SURVEY CONTROL
 TD0856  ___________________________________________________________________
 TD0856* NAD 83(1986)-  48 00 18.     (N)    097 50 25.     (W)     SCALED    
 TD0856* NAVD 88     -       426.233  (meters)    1398.40   (feet)  ADJUSTED  
 TD0856  ___________________________________________________________________
 TD0856  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0856  DYNAMIC HT  -         426.303 (meters)    1398.63  (feet)  COMP
 TD0856  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TD0856
 TD0856  VERT ORDER  -  FIRST     CLASS II
 TD0856
 TD0856.The horizontal coordinates were scaled from a topographic map and have
 TD0856.an estimated accuracy of +/- 6 seconds.
 TD0856
 TD0856.The orthometric height was determined by differential leveling
 TD0856.and adjusted by the National Geodetic Survey in June 1991..
 TD0856
 TD0856.The geoid height was determined by GEOID03.
 TD0856
 TD0856.The dynamic height is computed by dividing the NAVD 88
 TD0856.geopotential number by the normal gravity value computed on the
 TD0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0856.degrees latitude (g = 980.6199 gals.).
 TD0856
 TD0856.The modeled gravity was interpolated from observed gravity values.
 TD0856
 TD0856;                    North         East    Units  Estimated Accuracy
 TD0856;SPC ND N     -   115,160.      798,410.      MT  (+/- 180 meters Scaled)
 TD0856
 TD0856                          SUPERSEDED SURVEY CONTROL
 TD0856
 TD0856.No superseded survey control is available for this station.
 TD0856
 TD0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU865175(NAD 83)
 TD0856_MARKER: DR = REFERENCE MARK DISK
 TD0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0856_SP_SET: CONCRETE POST
 TD0856_STAMPING: NIAGARA NO 1 1967
 TD0856_MARK LOGO: CGS   
 TD0856_PROJECTION: FLUSH
 TD0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0856+STABILITY: SURFACE MOTION
 TD0856
 TD0856  HISTORY     - Date     Condition        Report By
 TD0856  HISTORY     - 1967     MONUMENTED       CGS
 TD0856  HISTORY     - 1982     GOOD             NGS
 TD0856
 TD0856                          STATION DESCRIPTION
 TD0856
 TD0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0856'12.5 KM (7.8 MI) SE FROM PETERSBURG.
 TD0856'12.4 KM (7.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TD0856'COUNTY ROAD 5 IN PETERSBURG, THENCE AOBOUT 0.1 KM (0.05 MI) SOUTH
 TD0856'ALONG A GRAVEL ROAD TO THE EAST ENTRANCE AND GATE AT THE NIAGARA
 TD0856'CEMETERY, ALSO, 2.4 KM (1.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM
 TD0856'THE JUNCTION OF STATE HIGHWAY 32 NORTH, 10.3 METERS (34.0 FT) WEST OF
 TD0856'THE CENTER OF THE GRAVEL ROAD, 11.8 METERS (39.0 FT) NORTH OF THE
 TD0856'CORNER FENCE POST, 16.7 METERS (55.0 FT) SOUTH OF STATION NIAGARA, AND
 TD0856'0.3 (1.0 FT) EAST OF THE CEMETERY FENCE.
 TD0856'THE MARK IS 1.67 METERS  S FROM A WITNESS POST.
 TD0856'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0855 ***********************************************************************
 TD0855  DESIGNATION -  NIAGARA RM 2
 TD0855  PID         -  TD0855
 TD0855  STATE/COUNTY-  ND/GRAND FORKS
 TD0855  USGS QUAD   -  FORDVILLE SE (1963)
 TD0855
 TD0855                         *CURRENT SURVEY CONTROL
 TD0855  ___________________________________________________________________
 TD0855* NAD 83(1986)-  48 00 19.     (N)    097 50 25.     (W)     SCALED    
 TD0855* NAVD 88     -       426.135  (meters)    1398.08   (feet)  ADJUSTED  
 TD0855  ___________________________________________________________________
 TD0855  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 TD0855  DYNAMIC HT  -         426.206 (meters)    1398.31  (feet)  COMP
 TD0855  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TD0855
 TD0855  VERT ORDER  -  FIRST     CLASS II
 TD0855
 TD0855.The horizontal coordinates were scaled from a topographic map and have
 TD0855.an estimated accuracy of +/- 6 seconds.
 TD0855
 TD0855.The orthometric height was determined by differential leveling
 TD0855.and adjusted by the National Geodetic Survey in June 1991..
 TD0855
 TD0855.The geoid height was determined by GEOID03.
 TD0855
 TD0855.The dynamic height is computed by dividing the NAVD 88
 TD0855.geopotential number by the normal gravity value computed on the
 TD0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0855.degrees latitude (g = 980.6199 gals.).
 TD0855
 TD0855.The modeled gravity was interpolated from observed gravity values.
 TD0855
 TD0855;                    North         East    Units  Estimated Accuracy
 TD0855;SPC ND N     -   115,200.      798,410.      MT  (+/- 180 meters Scaled)
 TD0855
 TD0855                          SUPERSEDED SURVEY CONTROL
 TD0855
 TD0855.No superseded survey control is available for this station.
 TD0855
 TD0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU865175(NAD 83)
 TD0855_MARKER: DR = REFERENCE MARK DISK
 TD0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0855_SP_SET: CONCRETE POST
 TD0855_STAMPING: NIAGARA NO 2 1967
 TD0855_MARK LOGO: CGS   
 TD0855_PROJECTION: FLUSH
 TD0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0855+STABILITY: SURFACE MOTION
 TD0855
 TD0855  HISTORY     - Date     Condition        Report By
 TD0855  HISTORY     - 1967     MONUMENTED       CGS
 TD0855  HISTORY     - 1982     GOOD             NGS
 TD0855
 TD0855                          STATION DESCRIPTION
 TD0855
 TD0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TD0855'12.5 KM (7.8 MI) SE FROM PETERSBURG.
 TD0855'12.4 KM (7.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TD0855'COUNTY ROAD 5 IN PETERSBURG, THENCE ABOUT 0.1 KM (0.05 MI) SOUTH ALONG
 TD0855'A GRAVEL ROAD TO THE EAST ENTRANCE AND GATE OF THE NIAGARA CEMETERY,
 TD0855'ALSO 2.4 KM (1.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 TD0855'OF STATE HIGHWAY 32 NORTH, 10.2 METERS (33.5 FT) WEST OF THE CENTER OF
 TD0855'THE GRAVEL ROAD, 16.4 METERS (54.0 FT) NORTH OF STATION NIAGARA,
 TD0855'33.2 METERS (109.0 FT) NORTH OF RM 1, 0.9 METER (3.0 FT) NORTH OF A
 TD0855'GATE POST, AND 0.3 METER (1.0 FT) EAST OF THE CEMETERY FENCE.
 TD0855'THE MARK IS 16.4 METERS  N FROM A WITNESS POST.
 TD0855'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0841 ***********************************************************************
 RP0841  DESIGNATION -  NICHOLSON
 RP0841  PID         -  RP0841
 RP0841  STATE/COUNTY-  ND/SARGENT
 RP0841  USGS QUAD   -  STIRUM (1957)
 RP0841
 RP0841                         *CURRENT SURVEY CONTROL
 RP0841  ___________________________________________________________________
 RP0841* NAD 83(1996)-  46 09 03.84084(N)    097 51 42.43664(W)     ADJUSTED  
 RP0841* NAVD 88     -       441.20   (+/-2cm)    1447.5    (feet)  VERTCON   
 RP0841  ___________________________________________________________________
 RP0841  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 RP0841  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 RP0841
 RP0841  HORZ ORDER  -  FIRST
 RP0841  VERT ORDER  -  THIRD ? (See Below)
 RP0841
 RP0841.The horizontal coordinates were established by classical geodetic methods
 RP0841.and adjusted by the National Geodetic Survey in January 1998..
 RP0841
 RP0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0841.The vertical order pertains to the NGVD 29 superseded value.
 RP0841
 RP0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0841
 RP0841.The geoid height was determined by GEOID03.
 RP0841
 RP0841;                    North         East     Units Scale Factor Converg.
 RP0841;SPC ND S     -    57,266.651   803,770.740   MT  1.00000650   +1 55 27.4
 RP0841;SPC ND S     -   187,882.71  2,637,043.11   iFT  1.00000650   +1 55 27.4
 RP0841;UTM  14      - 5,111,461.927   587,894.007   MT  0.99969497   +0 49 15.2
 RP0841
 RP0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0841!SPC ND S     -   0.99993481  x   1.00000650  =   0.99994131
 RP0841!UTM  14      -   0.99993481  x   0.99969497  =   0.99962980
 RP0841
 RP0841:                Primary Azimuth Mark                     Grid Az
 RP0841:SPC ND S     -  NICHOLSON AZ MK                          000 07 16.2
 RP0841:UTM  14      -  NICHOLSON AZ MK                          001 13 28.4
 RP0841
 RP0841|---------------------------------------------------------------------|
 RP0841| PID    Reference Object                     Distance      Geod. Az  |
 RP0841|                                                           dddmmss.s |
 RP0841| CO6508 NICHOLSON AZ MK                                    0020243.6 |
 RP0841| CO6509 NICHOLSON AZ MK 2                                  0035322.2 |
 RP0841| CO6510 NICHOLSON RM 1                       18.442 METERS 00926     |
 RP0841| RP0843 STIRNUM ZION LUTHERAN CHURCH        APPROX. 7.6 KM 0320500.7 |
 RP0841| RP0840 STIRNUM PUBLIC SCHOOL FLAGPOLE      APPROX. 7.7 KM 0324810.9 |
 RP0841| RP0842 STIRNUM CHURCH OF THE NAZARENE      APPROX. 7.9 KM 0333806.3 |
 RP0841| RP0838 GWINNER MUNICIPAL TANK              APPROX.17.6 KM 0612425.0 |
 RP0841| RP0839 GWINNER SCHOOLHOUSE CHIMNEY         APPROX.17.3 KM 0613112.8 |
 RP0841| RP0829 TRINITY CHURCH SPIRE                APPROX.22.8 KM 1233128.4 |
 RP0841| CO6511 NICHOLSON RM 2                       22.817 METERS 17312     |
 RP0841| RP0847 EMMANUEL LUTHERAN CHURCH CROSS      APPROX. 9.0 KM 3390137.5 |
 RP0841|---------------------------------------------------------------------|
 RP0841
 RP0841                          SUPERSEDED SURVEY CONTROL
 RP0841
 RP0841  NAD 83(1986)-  46 09 03.84317(N)    097 51 42.43403(W) AD(       ) 1
 RP0841  NAD 27      -  46 09 03.96200(N)    097 51 41.08000(W) AD(       ) 1
 RP0841  NGVD 29 (07/19/86)  440.89   (m)         1446.5    (f) LEVELING    3  
 RP0841
 RP0841.Superseded values are not recommended for survey control.
 RP0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0841.See file dsdata.txt to determine how the superseded data were derived.
 RP0841
 RP0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8789411462(NAD 83)
 RP0841_MARKER: DS = TRIANGULATION STATION DISK
 RP0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RP0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0841+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 RP0841
 RP0841  HISTORY     - Date     Condition        Report By
 RP0841  HISTORY     - 1934     MONUMENTED       CGS
 RP0841  HISTORY     - 1954     GOOD             CGS
 RP0841  HISTORY     - 20041130 GOOD             NDWC
 RP0841
 RP0841                          STATION DESCRIPTION
 RP0841
 RP0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RP0841'STATION IS LOCATED ABOUT 3.15 MILES N OF NICHOLSON, IN THE
 RP0841'NE 1/4 SEC. 19, T 131 N, R 57 W, ON LAND OWNED BY THEODORE
 RP0841'THOMPSON.  MARK IS ON A HIGH PROMINENT KNOLL, THE HIGHEST
 RP0841'IN THE VICINITY 40 FEET W OF CENTER LINE OF N-S SECTION
 RP0841'LINE ROAD.
 RP0841'
 RP0841'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RP0841'BRONZE DISKS SET IN CONCRETE.
 RP0841'
 RP0841'REFERENCE MARK NO. 1 IS N OF STATION ALONG FENCE LINE ON W
 RP0841'SIDE OF ROAD, 30 FEET FROM CENTER LINE.
 RP0841'
 RP0841'REFERENCE MARK NO. 2 IS S OF STATION ALONG FENCE LINE ON
 RP0841'W SIDE OF ROAD, 30 FEET FROM CENTER LINE.
 RP0841'
 RP0841'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE N OF STATION ON E
 RP0841'SIDE OF ROAD 28 FEET FROM CENTER LINE.
 RP0841'
 RP0841'TO REACH STATION FROM NICHOLSON GO E ON STATE HIGHWAY 11
 RP0841'FOR 0.3 MILE, THEN N ON SECTION LINE ROAD FOR 2.85 MILES
 RP0841'TO TOP ON KNOLL AND STATION ON THE W SIDE OF ROAD.
 RP0841'
 RP0841'HEIGHT OF LIGHT ABOVE STATION MARK - 3.6 METERS.
 RP0841
 RP0841                          STATION RECOVERY (1954)
 RP0841
 RP0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0841'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1934
 RP0841'AND ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED,
 RP0841'HOWEVER THE AZIMUTH MARK WAS FOUND TO BE ENDANGERED BY EROSION
 RP0841'OF A CUTBANK AND A NEW AZIMUTH MARK WAS SET BY THIS PARTY.
 RP0841'
 RP0841'A COMPLETE DESCRIPTION FOLLOWS--
 RP0841'
 RP0841'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE VILLAGE
 RP0841'OF NICHOLSON ON LAND OWNED BY MR. THEODORE THOMPSON.  STATION
 RP0841'IS ON A HIGH PROMINENT KNOLL WHICH IS THE HIGHEST POINT
 RP0841'IN THE VICINITY.
 RP0841'
 RP0841'TO REACH THE STATION FROM THE NICHOLSON ELEVATOR IN NICHOLSON,
 RP0841'GO EAST ON STATE HIGHWAY 11 FOR 0.35 MILE TO CROSSROADS,
 RP0841'TURN LEFT, CROSS RAILROAD TRACKS AND GO NORTH ON A DIRT ROAD
 RP0841'FOR 2.8 MILES TO TOP OF RIDGE AND THE STATION ON THE LEFT.
 RP0841'
 RP0841'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 RP0841'ON DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 RP0841'
 RP0841'THE STATION MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0841'IS 40 FEET WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 RP0841'12.5 FEET SOUTH OF TELEPHONE POLE NO. 9/20, 8 FEET WEST OF
 RP0841'A FENCE LINE, AND 8 FEET WEST OF A WITNESS POST.  THE DISK
 RP0841'IS STAMPED NICHOLSON 1934 AND THE MARK PROJECTS 4 INCHES.
 RP0841'
 RP0841'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A CONCRETE
 RP0841'MONUMENT, IS 34 FEET WEST OF THE APPROXIMATE CENTER OF A
 RP0841'DIRT ROAD AND 1.0 FOOT EAST OF A FENCE LINE.  THE DISK IS
 RP0841'STAMPED NICHOLSON NO 1 1934 AND THE MARK PROJECTS 4 INCHES.
 RP0841'
 RP0841'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A CONCRETE
 RP0841'MONUMENT, IS 34 FEET WEST OF THE APPROXIMATE CENTER OF A
 RP0841'DIRT ROAD AND 1.0 FOOT EAST OF A FENCE LINE.  THE DISK IS
 RP0841'STAMPED NICHOLSON NO 2 1934 AND THE MARK PROJECTS 2 INCHES.
 RP0841'
 RP0841'THE AZIMUTH MARK, A STANDARD DISK SET IN A CONCRETE MONUMENT,
 RP0841'IS 45 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD
 RP0841'AND 3.5 FEET WEST OF A WITNESS POST.  THE DISK IS STAMPED
 RP0841'NICHOLSON 1934 RESET 1954 AND THE MARK IS SET FLUSH WITH
 RP0841'THE SURFACE.
 RP0841
 RP0841                          STATION RECOVERY (2004)
 RP0841
 RP0841'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2004 (TD)
 RP0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0842 ***********************************************************************
 RR0842  DESIGNATION -  NIELAND
 RR0842  PID         -  RR0842
 RR0842  STATE/COUNTY-  ND/EMMONS
 RR0842  USGS QUAD   -  FORT RICE (1971)
 RR0842
 RR0842                         *CURRENT SURVEY CONTROL
 RR0842  ___________________________________________________________________
 RR0842* NAD 83(1996)-  46 32 50.29814(N)    100 31 23.92978(W)     ADJUSTED  
 RR0842* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 RR0842  ___________________________________________________________________
 RR0842  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 RR0842  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 RR0842
 RR0842  HORZ ORDER  -  THIRD
 RR0842
 RR0842.The horizontal coordinates were established by classical geodetic methods
 RR0842.and adjusted by the National Geodetic Survey in January 1998..
 RR0842
 RR0842.The orthometric height was scaled from a topographic map.
 RR0842
 RR0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0842
 RR0842.The geoid height was determined by GEOID03.
 RR0842
 RR0842;                    North         East     Units Scale Factor Converg.
 RR0842;SPC ND S     -    97,888.724   598,212.015   MT  0.99994837   -0 01 01.2
 RR0842;SPC ND S     -   321,157.23  1,962,637.84   iFT  0.99994837   -0 01 01.2
 RR0842;UTM  14      - 5,155,986.891   383,215.389   MT  0.99976764   -1 06 21.5
 RR0842
 RR0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0842!SPC ND S     -   0.99991728  x   0.99994837  =   0.99986565
 RR0842!UTM  14      -   0.99991728  x   0.99976764  =   0.99968494
 RR0842
 RR0842|---------------------------------------------------------------------|
 RR0842| PID    Reference Object                     Distance      Geod. Az  |
 RR0842|                                                           dddmmss.s |
 RR0842| CO6513 NIELAND RM 1                         17.405 METERS 16553     |
 RR0842| CO6514 NIELAND RM 2                         14.539 METERS 27143     |
 RR0842| CO6512 NIELAND AZ MK                                      2954318.3 |
 RR0842|---------------------------------------------------------------------|
 RR0842
 RR0842                          SUPERSEDED SURVEY CONTROL
 RR0842
 RR0842  NAD 83(1986)-  46 32 50.28843(N)    100 31 23.91755(W) AD(       ) 3
 RR0842  NAD 27      -  46 32 50.31100(N)    100 31 22.48700(W) AD(       ) 3
 RR0842
 RR0842.Superseded values are not recommended for survey control.
 RR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0842.See file dsdata.txt to determine how the superseded data were derived.
 RR0842
 RR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8321555987(NAD 83)
 RR0842_MARKER: DS = TRIANGULATION STATION DISK
 RR0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0842
 RR0842  HISTORY     - Date     Condition        Report By
 RR0842  HISTORY     - 1948     MONUMENTED       CGS
 RR0842  HISTORY     - 1957     GOOD             CGS
 RR0842
 RR0842                          STATION DESCRIPTION
 RR0842
 RR0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0842'STATION IS LOCATED ABOUT 11-1/2 MILES WEST AND 4 MILES NORTH
 RR0842'OF HAZELTON, AND ON PROPERTY OWNED BY MR. J.L. NIELAND.  IT
 RR0842'IS ON THE HIGHEST POINT OF A GRASSY HILL, ABOUT 0.25 MILE
 RR0842'SOUTHEAST OF MR. NIELANDS HOUSE, AND IS 8 FEET WEST OF A
 RR0842'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES, AND
 RR0842'THE DISK IS STAMPED NIELAND 1948.
 RR0842'
 RR0842'REFERENCE MARK NO. 1 IS 57.10 FEET SOUTH OF THE STATION.  THE
 RR0842'MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 RR0842'DISK IS STAMPED NIELAND NO 1 1948.
 RR0842'
 RR0842'REFERENCE MARK NO. 2 IS 47.69 FEET WEST OF THE STATION.  THE
 RR0842'MARK PROJECTS ABOUT 4 INCHES, AND THE DISK IS STAMPED NIELAND
 RR0842'NO 2 1948.
 RR0842'
 RR0842'AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION.  IT IS 46
 RR0842'FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 15 FEET
 RR0842'SOUTH OF THE CENTER OF MR. NIELANDS FARM DRIVEWAY, 3 FEET
 RR0842'EAST OF THE EAST ROAD FENCE, AND 2 FEET SOUTHEAST OF A WHITE
 RR0842'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES, AND THE DISK
 RR0842'IS STAMPED NIELAND 1948.
 RR0842'
 RR0842'TO REACH THE STATION FROM THE BISMARCK POST OFFICE, GO SOUTH
 RR0842'1 BLOCK, TURN LEFT AND EAST ON U.S. HIGHWAY 83 FOR 6.8 MILES
 RR0842'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 7.15 MILES
 RR0842'TO A T-INTERSECTION, TURN LEFT AND GO EAST FOR 5.15 MILES TO
 RR0842'A CROSSROADS, TURN RIGHT AND GO SOUTH FOR 4.15 MILES TO THE
 RR0842'GLENCOE CHURCH ON THE RIGHT, MAKE A SLIGHT JOG TO RIGHT AND
 RR0842'CONTINUE SOUTH FOR 4.0 MILES TO A SCHOOL HOUSE ON THE RIGHT,
 RR0842'CONTINUE SOUTH ON MAIN ROAD FOR 1.6 MILES TO A FORK, TAKE
 RR0842'RIGHT FORK ON MAIN ROAD FOR 1.2 MILES TO A DRIVEWAY RIGHT AND
 RR0842'AZIMUTH MARK AS DESCRIBED.  TURN LEFT AND GO EAST ON DRIVEWAY
 RR0842'FOR 0.15 MILE TO FARM HOUSE, TURN RIGHT AND GO 0.1 MILE
 RR0842'TO A GATE, GO THROUGH GATE AND TURN LEFT AND GO
 RR0842'SOUTHEAST FOR 0.2 MILES, THEN TURN RIGHT AND GO 0.2 MILE
 RR0842'UP THE HILL TO THE STATION ON HIGHEST POINT.
 RR0842'
 RR0842'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RR0842
 RR0842                          STATION RECOVERY (1957)
 RR0842
 RR0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 RR0842'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0842'CONDITION.  THE ORIGINAL DESCRIPTION TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1604 ***********************************************************************
 TE1604  DESIGNATION -  NILES
 TE1604  PID         -  TE1604
 TE1604  STATE/COUNTY-  ND/BENSON
 TE1604  USGS QUAD   -  NILES (1971)
 TE1604
 TE1604                         *CURRENT SURVEY CONTROL
 TE1604  ___________________________________________________________________
 TE1604* NAD 83(1996)-  48 16 48.86751(N)    099 21 02.54203(W)     ADJUSTED  
 TE1604* NAVD 88     -       463.490  (meters)    1520.63   (feet)  ADJUSTED  
 TE1604  ___________________________________________________________________
 TE1604  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 TE1604  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 TE1604  DYNAMIC HT  -         463.573 (meters)    1520.91  (feet)  COMP
 TE1604  MODELED GRAV-     980,775.8   (mgal)                       NAVD 88
 TE1604
 TE1604  HORZ ORDER  -  FIRST
 TE1604  VERT ORDER  -  FIRST     CLASS II
 TE1604
 TE1604.The horizontal coordinates were established by classical geodetic methods
 TE1604.and adjusted by the National Geodetic Survey in January 1998..
 TE1604
 TE1604.The orthometric height was determined by differential leveling
 TE1604.and adjusted by the National Geodetic Survey in June 1991..
 TE1604
 TE1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1604
 TE1604.The geoid height was determined by GEOID03.
 TE1604
 TE1604.The dynamic height is computed by dividing the NAVD 88
 TE1604.geopotential number by the normal gravity value computed on the
 TE1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1604.degrees latitude (g = 980.6199 gals.).
 TE1604
 TE1604.The modeled gravity was interpolated from observed gravity values.
 TE1604
 TE1604;                    North         East     Units Scale Factor Converg.
 TE1604;SPC ND N     -   142,976.064   685,292.791   MT  0.99994165   +0 51 18.8
 TE1604;SPC ND N     -   469,081.57  2,248,335.93   iFT  0.99994165   +0 51 18.8
 TE1604;UTM  14      - 5,347,508.046   473,980.917   MT  0.99960832   -0 15 42.4
 TE1604
 TE1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1604!SPC ND N     -   0.99993099  x   0.99994165  =   0.99987264
 TE1604!UTM  14      -   0.99993099  x   0.99960832  =   0.99953933
 TE1604
 TE1604:                Primary Azimuth Mark                     Grid Az
 TE1604:SPC ND N     -  NILES AZ MK                              087 41 08.8
 TE1604:UTM  14      -  NILES AZ MK                              088 48 10.0
 TE1604
 TE1604|---------------------------------------------------------------------|
 TE1604| PID    Reference Object                     Distance      Geod. Az  |
 TE1604|                                                           dddmmss.s |
 TE1604| TE1239 NILES AZ MK                                        0883227.6 |
 TE1604| TE2010 NILES 2                              24.474 METERS 18204     |
 TE1604| CO8002 NILES RM 1                           13.198 METERS 21351     |
 TE1604| TE2013 LEEDS ST VINCENT DE PAUL CH         APPROX. 6.7 KM 2770821.2 |
 TE1604| TE2014 LEEDS SCHOOL BELFRY                 APPROX. 6.4 KM 2780834.9 |
 TE1604| TE2012 LEEDS MUNICIPAL TANK                APPROX. 7.0 KM 2800930.4 |
 TE1604| CO8003 NILES RM 2                           15.880 METERS 28543     |
 TE1604|---------------------------------------------------------------------|
 TE1604
 TE1604                          SUPERSEDED SURVEY CONTROL
 TE1604
 TE1604  NAD 83(1986)-  48 16 48.86798(N)    099 21 02.53956(W) AD(       ) 1
 TE1604  NAD 27      -  48 16 48.87700(N)    099 21 01.05300(W) AD(       ) 1
 TE1604
 TE1604.Superseded values are not recommended for survey control.
 TE1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1604.See file dsdata.txt to determine how the superseded data were derived.
 TE1604
 TE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7398147508(NAD 83)
 TE1604_MARKER: DS = TRIANGULATION STATION DISK
 TE1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1604_SP_SET: CONCRETE POST
 TE1604_STAMPING: NILES 1946
 TE1604_MARK LOGO: CGS   
 TE1604_PROJECTION: PROJECTING 2 CENTIMETERS
 TE1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1604+STABILITY: SURFACE MOTION
 TE1604
 TE1604  HISTORY     - Date     Condition        Report By
 TE1604  HISTORY     - 1946     MONUMENTED       CGS
 TE1604  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TE1604  HISTORY     - 1982     GOOD             NGS
 TE1604
 TE1604                          STATION DESCRIPTION
 TE1604
 TE1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1604'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LEEDS AND
 TE1604'125 YARDS SOUTHWEST OF THE NILES ELEVATOR ON THE SOUTH SIDE
 TE1604'OF U.S. HIGHWAY NO. 2 ON THE LOW HILL AT THE TOP OF THE CUT
 TE1604'BANK.  IT IS 170 FEET SOUTHEAST OF THE CENTER OF THE CROSS
 TE1604'ROADS, 92 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF THE
 TE1604'HIGHWAY, 15 FEET SOUTH OF THE TOP OF THE CUT BANK AND 8 FEET
 TE1604'SOUTH OF A WITNESS POST IN THE NORTHEAST CORNER OF A WHEAT
 TE1604'FIELD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 TE1604'NILES 1946.
 TE1604'
 TE1604'REFERENCE MARK NO. 1 IS 43.30 FEET SOUTH-SOUTHWEST OF THE STATION,
 TE1604'150 FEET EAST OF THE APPROXIMATE CENTER LINE OF THE DIRT ROAD
 TE1604'AND 130 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF THE
 TE1604'HIGHWAY IN A GRASSY AREA.  THE MARK PROJECTS ABOUT 2 INCHES
 TE1604'AND THE DISK IS STAMPED NILES NO 1 1946.
 TE1604'
 TE1604'REFERENCE MARK NO. 2 IS 52.10 FEET WEST-NORTHWEST OF THE STATION,
 TE1604'80 FEET SOUTH OF THE HIGHWAY AND 98 FEET EAST OF THE DIRT ROAD.
 TE1604'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED NILES
 TE1604'NO 2 1946.
 TE1604'
 TE1604'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 TE1604'127 FEET SOUTH OF THE SOUTH RAIL OF THE SPUR TRACK, 65 FEET
 TE1604'NORTH OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY, 50 FEET
 TE1604'WEST OF TELEPHONE POLE NO. 7 AND 4.5 FEET WEST OF A WITNESS
 TE1604'POST AT THE TOP OF THE CUT BANK.  THE MARK PROJECTS ABOUT 2
 TE1604'INCHES AND THE DISK IS STAMPED NILES 1946.
 TE1604'
 TE1604'TO REACH THE STATION FROM LEEDS, GO SOUTHEAST ON U.S. HIGHWAY NO.
 TE1604'2 FOR 4.3 MILES FROM MAIN STREET, TO A CROSS ROADS, THE NILES
 TE1604'ELEVATOR ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 TE1604'
 TE1604'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 TE1604'HIGHWAY FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 TE1604'
 TE1604'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TE1604
 TE1604                          STATION RECOVERY (1967)
 TE1604
 TE1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 TE1604'THE SURFACE MARK AND THE REFERENCE MARKS FOR THIS STATION HAD
 TE1604'BEEN DESTROYED.  THE UNDERGROUND MARK AND THE AZIMUTH MARK
 TE1604'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS
 TE1604'IN THE WAY OF CONSTRUCTION ALONG U.S. HIGHWAY 2 SO A NEW
 TE1604'STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY.
 TE1604'
 TE1604'ACCORDING TO LOCAL INFORMATION, THE PRESENT TANK HAS BEEN ERECTED
 TE1604'SINCE 1946.  THE SCHOOL HAS BEEN TORN DOWN AND THE CHURCH STEEPLE
 TE1604'WAS NOT VISIBLE FROM THE GROUND.
 TE1604
 TE1604                          STATION RECOVERY (1982)
 TE1604
 TE1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1604'7.2 KM (4.5 MI) EAST FROM LEEDS.
 TE1604'0.1 KM (0.05 MI) SOUTH ON HOWERY AVENUE FROM THE POST OFFICE IN
 TE1604'LEEDS TO THE INTERSECTION OF U.S. HIGHWAY 2, THENCE 7.15 KM (4.45 MI)
 TE1604'EAST ALONG HIGHWAY 2 TO THE MARK, AT A SIDE ROAD, 52.4 METERS
 TE1604'(172.0 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION, AND 28.1
 TE1604'METERS (92.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 2.
 TE1604'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TE1604'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2010 ***********************************************************************
 TE2010  DESIGNATION -  NILES 2
 TE2010  PID         -  TE2010
 TE2010  STATE/COUNTY-  ND/BENSON
 TE2010  USGS QUAD   -  NILES (1971)
 TE2010
 TE2010                         *CURRENT SURVEY CONTROL
 TE2010  ___________________________________________________________________
 TE2010* NAD 83(1996)-  48 16 48.07566(N)    099 21 02.58475(W)     ADJUSTED  
 TE2010* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TE2010  ___________________________________________________________________
 TE2010  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 TE2010  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 TE2010
 TE2010  HORZ ORDER  -  THIRD
 TE2010
 TE2010.The horizontal coordinates were established by classical geodetic methods
 TE2010.and adjusted by the National Geodetic Survey in January 1998..
 TE2010.No horizontal observational check was made to the station.
 TE2010
 TE2010.The orthometric height was scaled from a topographic map.
 TE2010
 TE2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2010
 TE2010.The geoid height was determined by GEOID03.
 TE2010
 TE2010;                    North         East     Units Scale Factor Converg.
 TE2010;SPC ND N     -   142,951.597   685,292.276   MT  0.99994164   +0 51 18.8
 TE2010;SPC ND N     -   469,001.30  2,248,334.24   iFT  0.99994164   +0 51 18.8
 TE2010;UTM  14      - 5,347,483.601   473,979.925   MT  0.99960832   -0 15 42.4
 TE2010
 TE2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2010!SPC ND N     -   0.99993116  x   0.99994164  =   0.99987281
 TE2010!UTM  14      -   0.99993116  x   0.99960832  =   0.99953951
 TE2010
 TE2010|---------------------------------------------------------------------|
 TE2010| PID    Reference Object                     Distance      Geod. Az  |
 TE2010|                                                           dddmmss.s |
 TE2010| TE1604 NILES                                24.474 METERS 00204     |
 TE2010| TE1239 NILES AZ MK                                        0853653.2 |
 TE2010| CO8004 NILES 2 RM 3                         26.127 METERS 09449     |
 TE2010| CO8005 NILES 2 RM 4                         32.007 METERS 27453     |
 TE2010| TE2012 LEEDS MUNICIPAL TANK                APPROX. 7.0 KM 2802129.1 |
 TE2010|---------------------------------------------------------------------|
 TE2010
 TE2010                          SUPERSEDED SURVEY CONTROL
 TE2010
 TE2010  NAD 83(1986)-  48 16 48.07613(N)    099 21 02.58228(W) AD(       ) 3
 TE2010  NAD 27      -  48 16 48.08500(N)    099 21 01.09600(W) AD(       ) 3
 TE2010
 TE2010.Superseded values are not recommended for survey control.
 TE2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2010.See file dsdata.txt to determine how the superseded data were derived.
 TE2010
 TE2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7398047484(NAD 83)
 TE2010_MARKER: DS = TRIANGULATION STATION DISK
 TE2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2010_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2010
 TE2010  HISTORY     - Date     Condition        Report By
 TE2010  HISTORY     - 1967     MONUMENTED       CGS
 TE2010
 TE2010                          STATION DESCRIPTION
 TE2010
 TE2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 TE2010'THE STATION IS ABOUT 4 MILES EAST OF LEEDS, ABOUT 150 YARDS
 TE2010'SOUTHWEST OF THE NILES ELEVATOR AND IS ON THE SOUTH RIGHT OF WAY
 TE2010'OF U.S. HIGHWAY 2.
 TE2010'
 TE2010'TO REACH THE STATION FROM LEEDS, FROM THE MAIN INTERSECTION,
 TE2010'GO EAST ON U.S. HIGHWAY 2 FOR 4.3 MILES TO CROSSROADS AND STATION
 TE2010'IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  TO REACH THE AZIMUTH
 TE2010'MARK FROM THE STATION CONTINUE EAST FOR 0.3 MILE TO THE MARK
 TE2010'ON THE LEFT.
 TE2010'
 TE2010'THE STATION IS 148 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TE2010'ROAD, 124 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 TE2010'2 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 TE2010'AND THE DISK IS STAMPED NILES 2 1967.
 TE2010'
 TE2010'R.M. NO. 3 IS ABOUT 124 FEET SOUTH OF THE CENTERLINE OF THE
 TE2010'HIGHWAY AND 84 FEET EAST OF A METAL WITNESS POST.  THE MARK
 TE2010'PROJECTS 2 INCHES AND THE DISK IS STAMPED NILES 2 NO 3 1967.
 TE2010'
 TE2010'R.M. NO. 4 IS ABOUT 124 FEET SOUTH OF THE CENTERLINE OF THE
 TE2010'HIGHWAY AND 43 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 TE2010'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 TE2010'NILES 2 NO 4 1967.
 TE2010'
 TE2010'THE AZIMUTH MARK IS ABOUT 120 FEET NORTH OF THE CENTERLINE OF
 TE2010'THE HIGHWAY, 50 FEET WEST OF A TELEPHONE POLE AND 1.3 FEET
 TE2010'EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 TE2010'IS STAMPED NILES 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1239 ***********************************************************************
 TE1239  DESIGNATION -  NILES AZ MK
 TE1239  PID         -  TE1239
 TE1239  STATE/COUNTY-  ND/BENSON
 TE1239  USGS QUAD   -  NILES (1971)
 TE1239
 TE1239                         *CURRENT SURVEY CONTROL
 TE1239  ___________________________________________________________________
 TE1239* NAD 83(1986)-  48 16 49.     (N)    099 20 40.     (W)     SCALED    
 TE1239* NAVD 88     -       463.296  (meters)    1520.00   (feet)  ADJUSTED  
 TE1239  ___________________________________________________________________
 TE1239  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 TE1239  DYNAMIC HT  -         463.379 (meters)    1520.27  (feet)  COMP
 TE1239  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 TE1239
 TE1239  VERT ORDER  -  FIRST     CLASS II
 TE1239
 TE1239.The horizontal coordinates were scaled from a topographic map and have
 TE1239.an estimated accuracy of +/- 6 seconds.
 TE1239
 TE1239.The orthometric height was determined by differential leveling
 TE1239.and adjusted by the National Geodetic Survey in June 1991..
 TE1239
 TE1239.The geoid height was determined by GEOID03.
 TE1239
 TE1239.The dynamic height is computed by dividing the NAVD 88
 TE1239.geopotential number by the normal gravity value computed on the
 TE1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1239.degrees latitude (g = 980.6199 gals.).
 TE1239
 TE1239.The modeled gravity was interpolated from observed gravity values.
 TE1239
 TE1239;                    North         East    Units  Estimated Accuracy
 TE1239;SPC ND N     -   142,990.      685,760.      MT  (+/- 180 meters Scaled)
 TE1239
 TE1239                          SUPERSEDED SURVEY CONTROL
 TE1239
 TE1239  NGVD 29 (??/??/92)  462.924  (m)         1518.78   (f) ADJ UNCH    1 2
 TE1239
 TE1239.Superseded values are not recommended for survey control.
 TE1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1239.See file dsdata.txt to determine how the superseded data were derived.
 TE1239
 TE1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU744475(NAD 83)
 TE1239_MARKER: DZ = AZIMUTH MARK DISK
 TE1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1239_STAMPING: NILES 1946
 TE1239_MARK LOGO: CGS   
 TE1239_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1239+STABILITY: SURFACE MOTION
 TE1239
 TE1239  HISTORY     - Date     Condition        Report By
 TE1239  HISTORY     - 1946     MONUMENTED       CGS
 TE1239  HISTORY     - 1963     GOOD             NGS
 TE1239  HISTORY     - 1982     GOOD             NGS
 TE1239
 TE1239                          STATION DESCRIPTION
 TE1239
 TE1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1239'7.2 MI W FROM CHURCHES FERRY.
 TE1239'ABOUT 7.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1239'AT CHURCHES FERRY, ABOUT 0.2 MILE WEST OF MILEPOST 111, ABOUT 0.2 MILE
 TE1239'EAST OF THE FLAG STATION AT NILES, BETWEEN THE TRACK AND U.S. HIGHWAY
 TE1239'2, 147.6 FEET SOUTH OF THE SOUTH RAIL, 64.0 FEET NORTH OF THE
 TE1239'CENTERLINE OF THE HIGHWAY, 50 FEET WEST OF TELEPHONE POLE NO. 7 AND IN
 TE1239'LINE WITH A ROW OF POLES, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE1239'LEVEL WITH THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 TE1239'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 TE1239
 TE1239                          STATION RECOVERY (1982)
 TE1239
 TE1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1239'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1239'0.1 KM (0.05 MI) SOUTH ON HOWERY AVENUE FROM THE POST OFFICE IN
 TE1239'LEEDS, TO THE INTERSECTION OF U.S. HIGHWAY 2, THENCE 7.6 KM (4.7 MI)
 TE1239'EAST ALONG HIGHWAY 2 TO THE MARK ON NORTH SIDE OF HIGHWAY AND ON
 TE1239'THE TOP OF A BANK, 45.0 METERS (147.6 FT) SOUTH OF THE SOUTH RAIL OF
 TE1239'TRACKS, AND 19.5 METERS (64.0 FT) NORTH OF THE CENTERLINE OF
 TE1239'HIGHWAY 2.
 TE1239'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 TE1239'THE MARK IS 0.3 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2000 ***********************************************************************
 TE2000  DESIGNATION -  NINETEEN
 TE2000  PID         -  TE2000
 TE2000  STATE/COUNTY-  ND/BENSON
 TE2000  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE2000
 TE2000                         *CURRENT SURVEY CONTROL
 TE2000  ___________________________________________________________________
 TE2000* NAD 83(1996)-  48 03 53.16149(N)    099 20 17.74893(W)     ADJUSTED  
 TE2000* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 TE2000  ___________________________________________________________________
 TE2000  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 TE2000  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE2000
 TE2000  HORZ ORDER  -  SECOND
 TE2000
 TE2000.The horizontal coordinates were established by classical geodetic methods
 TE2000.and adjusted by the National Geodetic Survey in January 1998..
 TE2000
 TE2000.The orthometric height was scaled from a topographic map.
 TE2000
 TE2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2000
 TE2000.The geoid height was determined by GEOID03.
 TE2000
 TE2000;                    North         East     Units Scale Factor Converg.
 TE2000;SPC ND N     -   119,034.809   686,577.587   MT  0.99993590   +0 51 52.2
 TE2000;SPC ND N     -   390,534.15  2,252,551.14   iFT  0.99993590   +0 51 52.2
 TE2000;UTM  14      - 5,323,554.198   474,798.672   MT  0.99960780   -0 15 05.9
 TE2000
 TE2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2000!SPC ND N     -   0.99992459  x   0.99993590  =   0.99986050
 TE2000!UTM  14      -   0.99992459  x   0.99960780  =   0.99953242
 TE2000
 TE2000|---------------------------------------------------------------------|
 TE2000| PID    Reference Object                     Distance      Geod. Az  |
 TE2000|                                                           dddmmss.s |
 TE2000| TE2001 NINETEEN 2                           12.249 METERS 01143     |
 TE2000| TE2003 MINNEWAUKAN ST JAMES CATH CH        APPROX. 6.6 KM 0804139.0 |
 TE2000| TE2002 MINNEWAUKAN SCHOOL BELFRY           APPROX. 6.2 KM 0830142.5 |
 TE2000| TE1989 MINNEWAUKAN BENSON CO CH DOME       APPROX. 6.6 KM 0854605.4 |
 TE2000| CO8006 NINETEEN AZ MK                                     0930250.4 |
 TE2000| CO8007 NINETEEN AZ MK 2                                   0943000.8 |
 TE2000| CO8010 NINETEEN 2 AZ MK                                   0954740.8 |
 TE2000| CO8008 NINETEEN RM 1                        22.297 METERS 11743     |
 TE2000| CO8009 NINETEEN RM 2                        22.488 METERS 24145     |
 TE2000|---------------------------------------------------------------------|
 TE2000
 TE2000                          SUPERSEDED SURVEY CONTROL
 TE2000
 TE2000  NAD 83(1986)-  48 03 53.15943(N)    099 20 17.74838(W) AD(       ) 2
 TE2000  NAD 27      -  48 03 53.16300(N)    099 20 16.23900(W) AD(       ) 2
 TE2000
 TE2000.Superseded values are not recommended for survey control.
 TE2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2000.See file dsdata.txt to determine how the superseded data were derived.
 TE2000
 TE2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7479923554(NAD 83)
 TE2000_MARKER: DS = TRIANGULATION STATION DISK
 TE2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2000
 TE2000  HISTORY     - Date     Condition        Report By
 TE2000  HISTORY     - 1946     MONUMENTED       CGS
 TE2000  HISTORY     - 1948     GOOD             CGS
 TE2000  HISTORY     - 1948     GOOD             CGS
 TE2000  HISTORY     - 1960     GOOD             CGS
 TE2000
 TE2000                          STATION DESCRIPTION
 TE2000
 TE2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2000'THE STATION IS 4 MILES WEST OF MINNEWAUKAN, ON THE NORTH SIDE
 TE2000'OF STATE ROUTE 19, ON A PROMINENT FLAT TOPPED KNOLL.  THE STATION
 TE2000'IS 99 FEET NORTH OF THE CENTERLINE OF ROUTE 19, 62 FEET NORTH
 TE2000'OF A TELEPHONE POLE ON THE KNOLL, AND 4 FEET SOUTH OF A
 TE2000'STANDARD WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH, AND
 TE2000'THE DISK IS STAMPED NINETEEN 1946.
 TE2000'
 TE2000'REFERENCE MARK NO. 1 IS 73.16 FEET EAST-SOUTHEAST OF THE
 TE2000'STATION, 69 FEET NORTH OF THE CENTERLINE OF ROUTE 19, AND
 TE2000'71 FEET EAST-NORTHEAST OF A TELEPHONE POLE ON THE KNOLL.
 TE2000'THE MARK PROJECTS ABOUT 3 INCHES, AND THE DISK IS STAMPED
 TE2000'NINETEEN NO 1 1946.
 TE2000'
 TE2000'REFERENCE MARK NO. 2 IS 73.78 FEET WEST-SOUTHWEST OF THE STATION,
 TE2000'64 FEET NORTH OF THE CENTERLINE OF ROUTE 19, AND 70 FEET
 TE2000'WEST-NORTHWEST OF A TELEPHONE POLE ON THE KNOLL.  THE MARK
 TE2000'PROJECTS ABOUT 2 INCHES, AND THE DISC IS STAMPED NINETEEN
 TE2000'NO 2 1946.
 TE2000'
 TE2000'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST OF THE STATION
 TE2000'ON THE SOUTH SIDE OF ROUTE 19, ABOUT 2 FEET SOUTH OF THE TOP OF
 TE2000'THE DITCH CUT, ABOUT 10 FEET SOUTH OF THE CENTER OF THE DITCH,
 TE2000'31 FEET SOUTH OF THE CENTERLINE OF ROUTE 19, AND 4 FEET
 TE2000'WEST OF A STANDARD WITNESS POST.  THE STATION IS APPROXIMATELY
 TE2000'400 FEET EAST OF THE INTERSECTION OF ROUTE 19 WITH A NORTH-SOUTH
 TE2000'DIRT ROAD, AND ABOUT 270 FEET EAST OF THE SOUTH HEADWALL OF
 TE2000'A CULVERT ON ROUTE 19.  THE MARK PROJECTS ABOUT 5 INCHES,
 TE2000'AND THE DISK IS STAMPED NINETEEN 1946.
 TE2000'
 TE2000'TO REACH THE STATION FROM MINNEWAUKAN, AT THE JUNCTION OF U.S.
 TE2000'HIGHWAY NO.281 AND STATE ROUTE 19, GO WEST ON ROUTE 19 FOR 4.45
 TE2000'MILES TO POINT WHERE HIGHWAY CUTS THROUGH A FLAT TOPPED KNOLL.
 TE2000'STATION IS ON THE HIGHEST POINT OF THE KNOLL ABOUT 10 PACES
 TE2000'FROM THE EDGE OF THE CUT.  TO REACH THE AZIMUTH MARK FROM THE
 TE2000'STATION GO EAST 0.5 MILE TO MARK ON SOUTH SIDE OF ROUTE 19 AS
 TE2000'DESCRIBED.
 TE2000'
 TE2000'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TE2000
 TE2000                          STATION RECOVERY (1948)
 TE2000
 TE2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (MZB)
 TE2000'THE STATION, REFERENCE AND AZIMUTH MARKS WAS ALL RECOVERED IN
 TE2000'GOOD CONDITION AND THE 1946 DESCRIPTION IS GOOD.  A NEW AZIMUTH
 TE2000'MARK WAS ESTABLISHED AND THE 1946 AZIMUTH MARK DESTROYED.
 TE2000
 TE2000                          STATION RECOVERY (1948)
 TE2000
 TE2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAM)
 TE2000'STATION IS ABOUT 4 MILES WEST OF MINNEWAUKAN, ON THE NORTH
 TE2000'SIDE OF A DEEP CUT FOR HIGHWAY NO. 19.  ON THE HIGHEST POINT
 TE2000'OF A PROMINENT KNOLL.  0.4 MILE WEST OF A ROAD AND THE AZIMUTH
 TE2000'MARK.  STATION AND REFERENCE MARKS ARE AS DESCRIBED 1946, AND
 TE2000'ARE IN GOOD CONDITION.  STATION DISK IS STAMPED NINETEEN 1946.
 TE2000'MARK PROJECTS 3 INCHES.
 TE2000'
 TE2000'R.M. NO. 1 IS EAST-SOUTHEAST OF THE STATION, AT THE EDGE OF THE
 TE2000'GRADED SNOW SLIP.  THE MARK PROJECTS 3 INCHES AND THE DISK
 TE2000'IS STAMPED NINETEEN NO. 1 1946.
 TE2000'
 TE2000'R.M. NO. 2 IS WEST-SOUTHWEST OF STATION, AT THE EDGE OF THE
 TE2000'GRADED SNOW SLIP.  THE MARK PROJECTS 3 INCHES AND THE DISK
 TE2000'IS STAMPED NINETEEN NO. 2 1946.
 TE2000'
 TE2000'AZIMUTH MARK (RESET 1948) IS LOCATED IN THE SOUTHEAST ANGLE
 TE2000'OF A CROSS ROADS, 0.4 MILE EAST OF THE STATION.  ABOUT 60 FEET
 TE2000'SOUTH OF THE CENTER LINE OF HIGHWAY NO. 19.  36 FEET EAST
 TE2000'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD.  9 FEET N.-N.E. OF A
 TE2000'MARKER POST.  THE MARK IS THE 1946 MARK.  MOVED, RESET AND
 TE2000'RESTAMPED, NINETEEN (RESET 1948).  MARK PROJECTS 2 INCHES.
 TE2000
 TE2000                          STATION RECOVERY (1960)
 TE2000
 TE2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TE2000'THE STATION RECOVERED AS DESCRIBED AND THE STATION MARK FOUND
 TE2000'IN GOOD CONDITION.  THE REFERENCE MARKS AND THE AZIMUTH MARK
 TE2000'HAD BEEN REMOVED AND WERE FOUND LYING ON TOP OF THE GROUND.
 TE2000'A REQUEST WAS RECEIVED FROM THE STATE HIGHWAY DEPARTMENT TO MOVE
 TE2000'THE STATION MARK AS IT WAS IN THE WAY OF HIGHWAY IMPROVEMENT.
 TE2000'A NEW STATION, NINETEEN 2, WAS ESTABLISHED 40.188 FEET NORTH
 TE2000'OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2001 ***********************************************************************
 TE2001  DESIGNATION -  NINETEEN 2
 TE2001  PID         -  TE2001
 TE2001  STATE/COUNTY-  ND/BENSON
 TE2001  USGS QUAD   -  MINNEWAUKAN WEST (1958)
 TE2001
 TE2001                         *CURRENT SURVEY CONTROL
 TE2001  ___________________________________________________________________
 TE2001* NAD 83(1996)-  48 03 53.54981(N)    099 20 17.62878(W)     ADJUSTED  
 TE2001* NAVD 88     -       504.     (meters)    1654.     (feet)  SCALED    
 TE2001  ___________________________________________________________________
 TE2001  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 TE2001  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 TE2001
 TE2001  HORZ ORDER  -  THIRD
 TE2001
 TE2001.The horizontal coordinates were established by classical geodetic methods
 TE2001.and adjusted by the National Geodetic Survey in January 1998..
 TE2001.No horizontal observational check was made to the station.
 TE2001
 TE2001.The orthometric height was scaled from a topographic map.
 TE2001
 TE2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2001
 TE2001.The geoid height was determined by GEOID03.
 TE2001
 TE2001;                    North         East     Units Scale Factor Converg.
 TE2001;SPC ND N     -   119,046.838   686,579.893   MT  0.99993590   +0 51 52.2
 TE2001;SPC ND N     -   390,573.62  2,252,558.70   iFT  0.99993590   +0 51 52.2
 TE2001;UTM  14      - 5,323,566.176   474,801.211   MT  0.99960780   -0 15 05.8
 TE2001
 TE2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2001!SPC ND N     -   0.99992459  x   0.99993590  =   0.99986050
 TE2001!UTM  14      -   0.99992459  x   0.99960780  =   0.99953242
 TE2001
 TE2001:                Primary Azimuth Mark                     Grid Az
 TE2001:SPC ND N     -  MINNEWAUKAN BENSON CO CH DOME            085 00 23.2
 TE2001:UTM  14      -  MINNEWAUKAN BENSON CO CH DOME            086 07 21.2
 TE2001
 TE2001|---------------------------------------------------------------------|
 TE2001| PID    Reference Object                     Distance      Geod. Az  |
 TE2001|                                                           dddmmss.s |
 TE2001| TE1989 MINNEWAUKAN BENSON CO CH DOME       APPROX. 6.6 KM 0855215.4 |
 TE2001| CO8011 NINETEEN 2 RM 3                      15.770 METERS 09042     |
 TE2001| CO8010 NINETEEN 2 AZ MK                                   0965411.7 |
 TE2001| TE2000 NINETEEN                             12.249 METERS 19143     |
 TE2001| CO8012 NINETEEN 2 RM 4                      40.709 METERS 27005     |
 TE2001|---------------------------------------------------------------------|
 TE2001
 TE2001                          SUPERSEDED SURVEY CONTROL
 TE2001
 TE2001  NAD 83(1986)-  48 03 53.54775(N)    099 20 17.62823(W) AD(       ) 3
 TE2001  NAD 27      -  48 03 53.55130(N)    099 20 16.11880(W) AD(       ) 3
 TE2001
 TE2001.Superseded values are not recommended for survey control.
 TE2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2001.See file dsdata.txt to determine how the superseded data were derived.
 TE2001
 TE2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU7480123566(NAD 83)
 TE2001_MARKER: DS = TRIANGULATION STATION DISK
 TE2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE2001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE2001
 TE2001  HISTORY     - Date     Condition        Report By
 TE2001  HISTORY     - 1960     MONUMENTED       CGS
 TE2001
 TE2001                          STATION DESCRIPTION
 TE2001
 TE2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 TE2001'THE STATION IS ABOUT 4 MILES WEST OF MINNEWAUKAN, ON THE NORTH
 TE2001'SIDE OF STATE HIGHWAY 19, AT THE TOP OF A DEEP CUT AND ABOUT
 TE2001'140 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  THE STATION
 TE2001'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED NINETEEN
 TE2001'2 1960.
 TE2001'
 TE2001'R.M. NO. 3 IS ABOUT DUE EAST OF THE STATION, ON THE EAST SLOPE
 TE2001'OF THE KNOLL AND IS ABOUT 140 FEET NORTH OF THE CENTERLINE
 TE2001'OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 TE2001'IS STAMPED NINETEEN 2 NO 3 1960.
 TE2001'
 TE2001'R.M. NO. 4 IS ABOUT DUE WEST OF THE STATION, ON THE WEST
 TE2001'SLOPE OF THE KNOLL AND IS ABOUT 140 FEET NORTH OF THE CENTERLINE
 TE2001'OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 TE2001'IS STAMPED NINETEEN 2 NO 4 1960.
 TE2001'
 TE2001'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, IN THE
 TE2001'SOUTHWEST ANGLE OF CROSSROADS, 100 FEET SOUTH OF THE CENTERLINE OF
 TE2001'STATE HIGHWAY 19, 56 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 TE2001'ROAD, 46 FEET EAST OF A POWER LINE POLE AND 1-1/2 FEET WEST
 TE2001'OF A WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 TE2001'DISK IS STAMPED NINETEEN 2 1960.
 TE2001'
 TE2001'TO REACH FROM MINNEWAUKAN, FROM THE JUNCTION OF U.S. HIGHWAY
 TE2001'281 AND STATE HIGHWAY 19 AT SOUTH EDGE OF TOWN, GO WEST ON
 TE2001'STATE HIGHWAY 19 FOR 4.45 MILES TO A ROAD CUT AND STATION ON
 TE2001'TOP OF BANK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2267 ***********************************************************************
 TE2267  DESIGNATION -  NINGA H 18
 TE2267  PID         -  TE2267
 TE2267  STATE/COUNTY-  ND/ROLETTE
 TE2267  USGS QUAD   -  
 TE2267
 TE2267                         *CURRENT SURVEY CONTROL
 TE2267  ___________________________________________________________________
 TE2267* NAD 83(1996)-  49 01 51.24081(N)    099 59 59.47903(W)     ADJUSTED  
 TE2267* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 TE2267  ___________________________________________________________________
 TE2267  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 TE2267  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TE2267
 TE2267  HORZ ORDER  -  THIRD
 TE2267
 TE2267.The horizontal coordinates were established by classical geodetic methods
 TE2267.and adjusted by the National Geodetic Survey in January 1998..
 TE2267
 TE2267.The orthometric height was scaled from a topographic map.
 TE2267
 TE2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2267
 TE2267.The geoid height was determined by GEOID03.
 TE2267
 TE2267;                    North         East     Units Scale Factor Converg.
 TE2267;SPC ND N     -   225,933.280   636,576.241   MT  1.00007265   +0 22 19.8
 TE2267;SPC ND N     -   741,250.92  2,088,504.73   iFT  1.00007265   +0 22 19.8
 TE2267;UTM  14      - 5,431,372.352   426,913.827   MT  0.99966562   -0 45 18.0
 TE2267
 TE2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2267!SPC ND N     -   0.99989110  x   1.00007265  =   0.99996374
 TE2267!UTM  14      -   0.99989110  x   0.99966562  =   0.99955675
 TE2267
 TE2267:                Primary Azimuth Mark                     Grid Az
 TE2267:SPC ND N     -  CENTER XIX                               137 40 46.6
 TE2267:UTM  14      -  CENTER XIX                               138 48 24.4
 TE2267
 TE2267|---------------------------------------------------------------------|
 TE2267| PID    Reference Object                     Distance      Geod. Az  |
 TE2267|                                                           dddmmss.s |
 TE2267| TE2120 CENTER XIX                          APPROX. 3.6 KM 1380306.4 |
 TE2267|---------------------------------------------------------------------|
 TE2267
 TE2267                          SUPERSEDED SURVEY CONTROL
 TE2267
 TE2267  NAD 83(1986)-  49 01 51.23520(N)    099 59 59.46514(W) AD(       ) 3
 TE2267
 TE2267.Superseded values are not recommended for survey control.
 TE2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2267.See file dsdata.txt to determine how the superseded data were derived.
 TE2267
 TE2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV2691431372(NAD 83)
 TE2267_MARKER: X = CHISELED CROSS
 TE2267_SETTING: 80 = SET IN A BOULDER
 TE2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2267+STABILITY: SURFACE MOTION
 TE2267
 TE2267  HISTORY     - Date     Condition        Report By
 TE2267  HISTORY     - 1919     MONUMENTED       IBC
 TE2267  HISTORY     - 1966     GOOD             IBC
 TE2267
 TE2267                          STATION DESCRIPTION
 TE2267
 TE2267'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1919 (JGH)
 TE2267'IN THE EAST AND OF THE TURTLE MOUNTAIN FOREST RESERVE, ABOUT 1 MILE
 TE2267'SOUTH OF LAKE WILLIAM, ON THE SUMMIT OF A VERY PROMINENT KNOLL KNOWN
 TE2267'AS THE TURTLES BACK, IN SE 1/4 SECTION 18, TOWNSHIP 1, RANGE 19 W,
 TE2267'PRINCIPAL MERIDIAN.  THIS STATION WAS ORIGINALLY ESTABLISHED IN 1918
 TE2267'TO REPLACE STATION---NINGA---OF 1911 WHICH HAD BEEN DESTROYED.
 TE2267'
 TE2267'STATION MARK--IN 1918 THE STATION WAS MARKED BY A WOODEN HUB.  IN
 TE2267'1919 THE WOODEN HUB WAS REPLACED BY A CROSS CUT IN A ROCK 6 BY 6 BY 6
 TE2267'INCHES PLACED 20 INCHES UNDERGROUND, AND A SURFACE MARK, CONSISTING
 TE2267'OF A BRONZE DISK DESCRIBED---U. S. AND C. B. SURVEY---SET IN A GRANITE
 TE2267'BOULDER 20 BY 20 BY 20 INCHES, WAS SET FLUSH WITH THE GROUND.  IN
 TE2267'1925 THE GEODETIC SURVEY OF CANADA ESTABLISHED A FIRST - ORDER
 TE2267'STATION, CALLING IT---NINGA H---, WITHIN A FEW FEET OF THE STATION OF
 TE2267'1918 AND MARKED IF WITH A STANDARD GEODETIC SURVEY OF CANADA STATION
 TE2267'MARK.  NO CONNECTION BETWEEN THE TWO STATIONS WAS RECORDED.
 TE2267
 TE2267                          STATION RECOVERY (1966)
 TE2267
 TE2267'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (WRH)
 TE2267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1755 ***********************************************************************
 TG1755  DESIGNATION -  NIOBE
 TG1755  PID         -  TG1755
 TG1755  STATE/COUNTY-  ND/BURKE
 TG1755  USGS QUAD   -  VANVILLE NE (1948)
 TG1755
 TG1755                         *CURRENT SURVEY CONTROL
 TG1755  ___________________________________________________________________
 TG1755* NAD 83(1996)-  48 38 35.08896(N)    102 18 15.84802(W)     ADJUSTED  
 TG1755* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 TG1755  ___________________________________________________________________
 TG1755  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 TG1755  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1755
 TG1755  HORZ ORDER  -  FIRST
 TG1755
 TG1755.The horizontal coordinates were established by classical geodetic methods
 TG1755.and adjusted by the National Geodetic Survey in January 1998..
 TG1755
 TG1755.The orthometric height was scaled from a topographic map.
 TG1755
 TG1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1755
 TG1755.The geoid height was determined by GEOID03.
 TG1755
 TG1755;                    North         East     Units Scale Factor Converg.
 TG1755;SPC ND N     -   184,243.306   467,042.209   MT  0.99998336   -1 20 33.8
 TG1755;SPC ND N     -   604,472.79  1,532,290.71   iFT  0.99998336   -1 20 33.8
 TG1755;UTM  13      - 5,391,287.098   698,558.546   MT  1.00008440   +2 01 26.4
 TG1755
 TG1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1755!SPC ND N     -   0.99988427  x   0.99998336  =   0.99986763
 TG1755!UTM  13      -   0.99988427  x   1.00008440  =   0.99996866
 TG1755
 TG1755|---------------------------------------------------------------------|
 TG1755| PID    Reference Object                     Distance      Geod. Az  |
 TG1755|                                                           dddmmss.s |
 TG1755| TG1753 NIOBE 2                              16.282 METERS 01823     |
 TG1755| CQ8678 NIOBE RM 1                           16.806 METERS 04218     |
 TG1755| CQ8677 NIOBE AZ MK                                        0492305.4 |
 TG1755| TG1752 NIOBE ELMDALE LUTH CH BELFRY        APPROX. 8.1 KM 0512604.4 |
 TG1755| TG1749 KENMARE DELAX LAKES FIRE LOT        APPROX.16.4 KM 0731301.2 |
 TG1755| TG1750 KENMARE MUNICIPAL TANK              APPROX.17.1 KM 0780231.2 |
 TG1755| CQ8679 NIOBE RM 2                           15.407 METERS 14758     |
 TG1755| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX. 8.0 KM 2631017.6 |
 TG1755|---------------------------------------------------------------------|
 TG1755
 TG1755                          SUPERSEDED SURVEY CONTROL
 TG1755
 TG1755  NAD 83(1986)-  48 38 35.09006(N)    102 18 15.83934(W) AD(       ) 1
 TG1755  NAD 27      -  48 38 34.98080(N)    102 18 14.24040(W) AD(       ) 1
 TG1755
 TG1755.Superseded values are not recommended for survey control.
 TG1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1755.See file dsdata.txt to determine how the superseded data were derived.
 TG1755
 TG1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9855991287(NAD 83)
 TG1755_MARKER: DS = TRIANGULATION STATION DISK
 TG1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1755+STABILITY: SURFACE MOTION
 TG1755
 TG1755  HISTORY     - Date     Condition        Report By
 TG1755  HISTORY     - 1946     MONUMENTED       CGS
 TG1755  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TG1755
 TG1755                          STATION DESCRIPTION
 TG1755
 TG1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1755'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF THE SMALL
 TG1755'VILLAGE OF NIOBE ON A HIGH PROMINENT HILL IN PASTURE LAND AND
 TG1755'5-1/2 FEET WEST OF A WITNESS POST.  THE MARK PROJECTS 3
 TG1755'INCHES AND THE DISK IS STAMPED NIOBE 1946.
 TG1755'
 TG1755'REFERENCE MARK NO. 1 IS 55.14 FEET NORTHEAST OF THE STATION.
 TG1755'IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 TG1755'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED NIOBE
 TG1755'NO 1 1946.
 TG1755'
 TG1755'REFERENCE MARK NO. 2 IS 50.55 FEET SOUTHEAST OF THE STATION.
 TG1755'IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TG1755'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED NIOBE
 TG1755'NO 2 1946.
 TG1755'
 TG1755'THE AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION, 10
 TG1755'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD AND
 TG1755'3 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 TG1755'INCHES AND THE DISK IS STAMPED NIOBE 1946.
 TG1755'
 TG1755'TO REACH THE STATION FROM THE NIOBE RAILROAD STATION IN THE
 TG1755'SMALL VILLAGE OF NIOBE, GO WEST AND NORTHWEST ON MAIN TRAVELED
 TG1755'GRAVELED ROAD FOR 3 MILES TO A CROSSROAD, TURN LEFT ON SECTION
 TG1755'LINE ROAD AND GO SOUTH FOR 3 MILES TO THE TOP OF THE HILL
 TG1755'AND TRACK ROAD WEST, GO WEST FOR 0.25 MILE TO A FORK, KEEP
 TG1755'STRAIGHT AHEAD ON TRACK ROAD FOR 0.7 MILE TO THE AZIMUTH MARK
 TG1755'ON THE LEFT AS DESCRIBED.  CONTINUE ON WEST FOR 0.3 MILE TO A
 TG1755'TRACK ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO THE SUMMIT
 TG1755'OF PROMINENT HILL AND STATION AS DESCRIBED.
 TG1755'
 TG1755'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TG1755
 TG1755                          STATION RECOVERY (1956)
 TG1755
 TG1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 TG1755'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 TG1755'IN GOOD CONDITION.  THE CONSTRUCTION OF A RADAR SITE BUILDING
 TG1755'WOULD DESTROY THE STATION MARK.  IT WAS MOVED AND NIOBE 2
 TG1755'WAS ESTABLISHED.  A TEMPORARY BUILDING BEING USED IN THE
 TG1755'CONSTRUCTION OF THE RADAR SITE OBSTRUCTED THE LINE OF SIGHT
 TG1755'TO THE AZIMUTH MARK, THE NIOBE, ELMDALE LUTHERAN CHURCH BELFRY,
 TG1755'AND THE KENMARE, DELAX LAKES FIRE LOOKOUT FIRE TOWER.  FOR
 TG1755'OTHER DETAILS, SEE THE DESCRIPTION OF NIOBE 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1753 ***********************************************************************
 TG1753  DESIGNATION -  NIOBE 2
 TG1753  PID         -  TG1753
 TG1753  STATE/COUNTY-  ND/BURKE
 TG1753  USGS QUAD   -  VANVILLE NE (1948)
 TG1753
 TG1753                         *CURRENT SURVEY CONTROL
 TG1753  ___________________________________________________________________
 TG1753* NAD 83(1996)-  48 38 35.58917(N)    102 18 15.59722(W)     ADJUSTED  
 TG1753* NAVD 88     -       757.     (meters)    2484.     (feet)  SCALED    
 TG1753  ___________________________________________________________________
 TG1753  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 TG1753  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1753
 TG1753  HORZ ORDER  -  SECOND
 TG1753
 TG1753.The horizontal coordinates were established by classical geodetic methods
 TG1753.and adjusted by the National Geodetic Survey in January 1998..
 TG1753
 TG1753.The orthometric height was scaled from a topographic map.
 TG1753
 TG1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1753
 TG1753.The geoid height was determined by GEOID03.
 TG1753
 TG1753;                    North         East     Units Scale Factor Converg.
 TG1753;SPC ND N     -   184,258.633   467,047.703   MT  0.99998338   -1 20 33.6
 TG1753;SPC ND N     -   604,523.07  1,532,308.74   iFT  0.99998338   -1 20 33.6
 TG1753;UTM  13      - 5,391,302.723   698,563.131   MT  1.00008442   +2 01 26.6
 TG1753
 TG1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1753!SPC ND N     -   0.99988427  x   0.99998338  =   0.99986765
 TG1753!UTM  13      -   0.99988427  x   1.00008442  =   0.99996868
 TG1753
 TG1753:                Primary Azimuth Mark                     Grid Az
 TG1753:SPC ND N     -  NIOBE AZ MK                              051 28 51.7
 TG1753:UTM  13      -  NIOBE AZ MK                              048 06 51.5
 TG1753
 TG1753|---------------------------------------------------------------------|
 TG1753| PID    Reference Object                     Distance      Geod. Az  |
 TG1753|                                                           dddmmss.s |
 TG1753| CQ8677 NIOBE AZ MK                                        0500818.1 |
 TG1753| TG1752 NIOBE ELMDALE LUTH CH BELFRY        APPROX. 8.1 KM 0512951.8 |
 TG1753| TG1749 KENMARE DELAX LAKES FIRE LOT        APPROX.16.3 KM 0731549.3 |
 TG1753| TG1750 KENMARE MUNICIPAL TANK              APPROX.17.1 KM 0780520.8 |
 TG1753| CQ8678 NIOBE RM 1                            6.877 METERS 11611     |
 TG1753| CQ8679 NIOBE RM 2                           28.648 METERS 17356     |
 TG1753| TG1755 NIOBE                                16.282 METERS 19823     |
 TG1753| TG1759 LOSTWOOD GAME RESERVE FIRE LOT      APPROX. 8.0 KM 2630358.5 |
 TG1753|---------------------------------------------------------------------|
 TG1753
 TG1753                          SUPERSEDED SURVEY CONTROL
 TG1753
 TG1753  NAD 83(1986)-  48 38 35.59026(N)    102 18 15.58854(W) AD(       ) 2
 TG1753  NAD 27      -  48 38 35.48090(N)    102 18 13.98960(W) AD(       ) 2
 TG1753
 TG1753.Superseded values are not recommended for survey control.
 TG1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1753.See file dsdata.txt to determine how the superseded data were derived.
 TG1753
 TG1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9856391303(NAD 83)
 TG1753_MARKER: DS = TRIANGULATION STATION DISK
 TG1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1753
 TG1753  HISTORY     - Date     Condition        Report By
 TG1753  HISTORY     - 1956     MONUMENTED       CGS
 TG1753  HISTORY     - 1957     GOOD             CGS
 TG1753  HISTORY     - 1962     GOOD             CGS
 TG1753  HISTORY     - 1963     GOOD             CGS
 TG1753
 TG1753                          STATION DESCRIPTION
 TG1753
 TG1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 TG1753'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF THE SMALL
 TG1753'VILLAGE OF NIOBE ON A HIGH PROMINENT HILL IN PASTURE LAND
 TG1753'AND ABOUT 70 FEET NORTH OF THE NORTH WALL OF A RADAR BUILDING
 TG1753'TO BE CONSTRUCTED.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 TG1753'GROUND AND THE DISK IS STAMPED NIOBE 2 1956.
 TG1753'
 TG1753'REFERENCE MARK NO. 1 IS ABOUT 70 FEET NORTH OF THE NORTHEAST
 TG1753'CORNER OF A RADAR BUILDING TO BE CONSTRUCTED.  THE MARK IS
 TG1753'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 TG1753'NIOBE NO 1 1946.
 TG1753'
 TG1753'REFERENCE MARK NO. 2 IS 10 FEET EAST OF THE EAST SIDE OF A
 TG1753'RADAR BUILDING TO BE CONSTRUCTED.  THE MARK IS FLUSH WITH
 TG1753'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED NIOBE
 TG1753'NO 2 1946.
 TG1753'
 TG1753'AZIMUTH MARK IS 0.4 MILE NORTHEAST OF THE STATION, 10 FEET
 TG1753'SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 3
 TG1753'FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 TG1753'AND THE DISK IS STAMPED NIOBE 1946.  (NOTE--A TEMPORARY
 TG1753'BUILDING BEING USED IN THE CONSTRUCTION OF THE RADAR SITE NEAR
 TG1753'THE STATION OBSTRUCTED THE LINE OF SIGHT TO THE AZIMUTH MARK,
 TG1753'SO THERE IS NO AZIMUTH DIRECTION TO THE AZIMUTH MARK AT THIS
 TG1753'STATION.)
 TG1753'
 TG1753'TO REACH THE STATION FROM THE NIOBE RAILROAD STATION, GO WEST
 TG1753'ON THE MAIN GRAVELLED ROAD FOR ROAD FOR 3.0 MILES TO CROSSROADS
 TG1753'AND A SCHOOLHOUSE IN THE NORTHWEST OF THE INTERSECTION.  TURN
 TG1753'LEFT AND GO SOUTH ON GRAVEL ROAD FOR 3.3 MILES TO A ROAD RIGHT.
 TG1753'TURN RIGHT AND FOLLOW GRAVEL ROAD IN A WESTERLY DIRECTION FOR
 TG1753'1.5 MILES TO RADAR BUILDING AND THE STATION AS DESCRIBED.
 TG1753'
 TG1753'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TG1753
 TG1753                          STATION RECOVERY (1957)
 TG1753
 TG1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 TG1753'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 TG1753'IN GOOD CONDITION.  THIS STATION WAS MOVED IN 1956 BECAUSE
 TG1753'A RADAR STATION WAS BEING CONSTRUCTED AT THE SITE OF NIOBE
 TG1753'1946.  ANGLE MEASUREMENTS TO CERTAIN OBJECTS COULD NOT BE
 TG1753'MADE AT THAT TIME.  ADDITIONAL REFERENCE MEASUREMENTS, A
 TG1753'NEW TO REACH, AND ANGLE MEASUREMENTS ARE LISTED IN THIS
 TG1753'RECOVERY NOTE TO BE INCORPORATED WITH THE ORIGINAL DESCRIPTION
 TG1753'SUBMITTED IN 1956.
 TG1753'
 TG1753'STATION IS NEAR THE CENTER OF THE NORTH SIDE OF FENCED AREA
 TG1753'FOR THE RADAR STATION, 74.6 FEET NORTH OF THE NORTH FACE OF
 TG1753'BUILDING, AND 12.4 FEET NORTH OF FENCE.  MARK IS 2 INCHES
 TG1753'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 TG1753'NIOBE 2 1956.
 TG1753'
 TG1753'TO REACH THE STATION FROM THE RAILROAD STATION IN NIOBE, GO
 TG1753'WEST, NORTHWEST, AND WEST ON THE MAIN ROAD FOR 3.0 MILES TO
 TG1753'CROSSROADS.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 3.0
 TG1753'MILES TO A TRACK ROAD AND A FENCE CORNER ON THE RIGHT.  (TURN
 TG1753'RIGHT AND FOLLOW TRACK ROAD WEST ALONG THE NORTH SIDE OF
 TG1753'FENCE FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 TG1753'DESCRIBED.) CONTINUE SOUTH ON GRAVEL ROAD TO A CATTLE GUARD ON
 TG1753'THE RIGHT.  TURN RIGHT THROUGH THE CATTLE GUARD AND GO WEST
 TG1753'ON GRAVEL ROAD FOR 0.6 MILE TO A STEEL GATE.  PASS
 TG1753'THROUGH GATE AND CONTINUE WEST ON GRAVEL ROAD FOR 0.5
 TG1753'MILE TO A LOCKED GATE.  THE KEY FOR THIS GATE MUST BE
 TG1753'OBTAINED FROM THE MAIN RADAR STATION WHICH IS LOCATED
 TG1753'ABOUT 10 MILES SOUTH OF MINOT.  CONTINUE WEST ON GRAVEL ROAD FOR
 TG1753'0.25 MILE TO THE RADAR STATION AND THE STATION NIOBE 2 AS
 TG1753'DESCRIBED.
 TG1753
 TG1753                          STATION RECOVERY (1962)
 TG1753
 TG1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TG1753'THE STATION IS LOCATED 4 MILES WEST AND 3-1/2 MILES SOUTH
 TG1753'OF THE TOWN OF NIOBE, IN THE NE 1/4 OF SEC. 33,T160N,R90W,
 TG1753'89 FEET FROM A FENCE.
 TG1753'
 TG1753'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 TG1753'GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN HIT BUT IS IN
 TG1753'GOOD CONDITION.
 TG1753'
 TG1753'NOTE--THE 1946 STATION WAS NOT RECOVERED.
 TG1753'
 TG1753'A NEW DESCRIPTION FOLLOWS--
 TG1753'
 TG1753'TO REACH FROM THE POST OFFICE IN NIOBE, GO NORTH-EAST FOR
 TG1753'0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 3.05
 TG1753'MILES.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE 16-A FOR
 TG1753'3.1 MILES TO A TRACK ROAD RIGHT.  (FROM THIS POINT THE AZIMUTH
 TG1753'MARK IS 1 MILE WEST ON THE SOUTH SIDE OF THE TRACK ROAD.)
 TG1753'CONTINUE SOUTH ON COUNTY ROUTE 16-A FOR 0.35 MILES TO A
 TG1753'SIDE ROAD RIGHT, CROSSING A CATTLE GUARD.  TURN RIGHT AND GO
 TG1753'WEST FOR 0.5 MILE TO A GATE.  CONTINUE WEST FOR 0.75 MILE TO
 TG1753'THE TOP OF THE HILL AND A RADAR SITE.  TURN RIGHT AND GO
 TG1753'NORTH ALONG THE EAST SIDE OF A FENCE AROUND THE RADAR SITE
 TG1753'FOR 0.05 MILE TO THE NORTH SIDE OF THE FENCE.  TURN LEFT
 TG1753'AND GO WEST FOR 89 FEET TO THE STATION.
 TG1753'
 TG1753'THE STATION MARK IS A STANDARD DISK STAMPED NIOBE 2 1956 AND
 TG1753'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1753'IS 2 INCHES BELOW THE GROUND.  IT IS 89 FEET WEST NORTH WEST
 TG1753'OF THE NORTHEAST CORNER OF A FENCE, 72.5 FEET EAST NORTH EAST
 TG1753'OF THE NORTHWEST CORNER OF A FENCE, 12.5 FEET NORTH OF
 TG1753'A FENCE AND 6.1 FEET NORTH OF A WITNESS POST.
 TG1753'
 TG1753'REFERENCE MARK NO. 1, STAMPED NIOBE NO 1 1946, IS A STANDARD
 TG1753'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1753'WHICH IS FLUSH WITH THE GROUND.  IT IS 67.5 FEET WEST NORTH
 TG1753'WEST OF THE NORTHEAST CORNER OF A FENCE, 22 FEET EAST OF
 TG1753'A WITNESS POST AND 6.7 FEET NORTH OF A FENCE.
 TG1753'
 TG1753'REFERENCE MARK NO. 2, STAMPED NIOBE NO 2 1946, IS A STANDARD
 TG1753'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TG1753'WHICH PROJECTS 5 INCHES.  IT IS 87.8 FEET SOUTH SOUTH EAST
 TG1753'OF A WITNESS POST, 30 FEET NORTH EAST OF THE SOUTHEAST CORNER
 TG1753'OF A RADAR BUILDING AND 21.5 FEET SOUTHEAST THE THE NORTHEAST
 TG1753'CORNER OF A RADAR BUILDING.
 TG1753'
 TG1753'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIOBE 1946 AND
 TG1753'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TG1753'PROJECTS 3 INCHES.  IT IS 10 FEET SOUTH OF THE CENTER OF A
 TG1753'TRACK ROAD AND 1.3 FEET SOUTHEAST OF A WITNESS POST.  THE
 TG1753'DISTANCE FROM R.M. 1 TO R.M. 2 IS 84.16 FEET OR 25.653 METERS.
 TG1753
 TG1753                          STATION RECOVERY (1963)
 TG1753
 TG1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG1753'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TG1753'CONDITION.  THE 1962 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1752 ***********************************************************************
 TG1752  DESIGNATION -  NIOBE ELMDALE LUTH CH BELFRY
 TG1752  PID         -  TG1752
 TG1752  STATE/COUNTY-  ND/WARD
 TG1752  USGS QUAD   -  NIOBE (1949)
 TG1752
 TG1752                         *CURRENT SURVEY CONTROL
 TG1752  ___________________________________________________________________
 TG1752* NAD 83(1996)-  48 41 17.97844(N)    102 13 07.06388(W)     ADJUSTED  
 TG1752* NAVD 88     -                                                        
 TG1752  ___________________________________________________________________
 TG1752  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 TG1752  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 TG1752
 TG1752  HORZ ORDER  -  THIRD
 TG1752
 TG1752.The horizontal coordinates were established by classical geodetic methods
 TG1752.and adjusted by the National Geodetic Survey in January 1998..
 TG1752
 TG1752
 TG1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1752
 TG1752.The geoid height was determined by GEOID03.
 TG1752
 TG1752;                    North         East     Units Scale Factor Converg.
 TG1752;SPC ND N     -   189,129.018   473,473.663   MT  0.99999139   -1 16 44.0
 TG1752;SPC ND N     -   620,502.03  1,553,391.28   iFT  0.99999139   -1 16 44.0
 TG1752;UTM  13      - 5,396,542.773   704,692.573   MT  1.00011478   +2 05 23.6
 TG1752
 TG1752                          SUPERSEDED SURVEY CONTROL
 TG1752
 TG1752  NAD 83(1986)-  48 41 17.97921(N)    102 13 07.05395(W) AD(       ) 4
 TG1752  NAD 27      -  48 41 17.86600(N)    102 13 05.47300(W) AD(       ) 3
 TG1752
 TG1752.Superseded values are not recommended for survey control.
 TG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1752.See file dsdata.txt to determine how the superseded data were derived.
 TG1752
 TG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP0469396543(NAD 83)
 TG1752_MARKER: 75 = BELFRY
 TG1752
 TG1752  HISTORY     - Date     Condition        Report By
 TG1752  HISTORY     - 1946     FIRST OBSERVED   CGS
 TG1752
 TG1752                          STATION DESCRIPTION
 TG1752
 TG1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TG1752'THE CHURCH IS LOCATED IN THE NORTHWEST SECTION OF THE SMALL
 TG1752'VILLAGE OF NIOBE AND ABOUT 100 FEET EAST OF THE MAIN GRAVELED
 TG1752'ROAD THAT GOES NORTH AND WEST FROM NIOBE AND 3 BLOCKS WEST
 TG1752'OF THE NIOBE RAILROAD STATION.  THE CHURCH IS A ONE STORY FRAME
 TG1752'BUILDING THAT FACES NORTH.  THE CHURCH IS PAINTED WHITE AND THE
 TG1752'BELFRY IS OVER THE MAIN ENTRANCE TO THE CHURCH.  THERE IS A
 TG1752'LARGE SILVER CAP ON THE TOP OF BELFRY AND ON THE TOP OF THE CAP
 TG1752'IS A LARGE SILVER IRON BALL WHICH WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1754 ***********************************************************************
 TG1754  DESIGNATION -  NIOBE RADAR TOWER
 TG1754  PID         -  TG1754
 TG1754  STATE/COUNTY-  ND/BURKE
 TG1754  USGS QUAD   -  VANVILLE NE (1948)
 TG1754
 TG1754                         *CURRENT SURVEY CONTROL
 TG1754  ___________________________________________________________________
 TG1754* NAD 83(1996)-  48 38 34.65940(N)    102 18 16.50230(W)     ADJUSTED  
 TG1754* NAVD 88     -                                                        
 TG1754  ___________________________________________________________________
 TG1754  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 TG1754  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 TG1754
 TG1754  HORZ ORDER  -  THIRD
 TG1754
 TG1754.The horizontal coordinates were established by classical geodetic methods
 TG1754.and adjusted by the National Geodetic Survey in January 1998..
 TG1754
 TG1754
 TG1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1754
 TG1754.The geoid height was determined by GEOID03.
 TG1754
 TG1754;                    North         East     Units Scale Factor Converg.
 TG1754;SPC ND N     -   184,230.355   467,028.508   MT  0.99998334   -1 20 34.3
 TG1754;SPC ND N     -   604,430.30  1,532,245.76   iFT  0.99998334   -1 20 34.3
 TG1754;UTM  13      - 5,391,273.364   698,545.628   MT  1.00008433   +2 01 25.9
 TG1754
 TG1754                          SUPERSEDED SURVEY CONTROL
 TG1754
 TG1754  NAD 83(1986)-  48 38 34.66088(N)    102 18 16.49307(W) AD(       ) 4
 TG1754  NAD 27      -  48 38 34.55200(N)    102 18 14.89300(W) AD(       ) 3
 TG1754
 TG1754.Superseded values are not recommended for survey control.
 TG1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1754.See file dsdata.txt to determine how the superseded data were derived.
 TG1754
 TG1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP9854691273(NAD 83)
 TG1754_MARKER: 55 = TOWER
 TG1754
 TG1754  HISTORY     - Date     Condition        Report By
 TG1754  HISTORY     - 1963     FIRST OBSERVED   CGS
 TG1754
 TG1754                          STATION DESCRIPTION
 TG1754
 TG1754'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1759 ***********************************************************************
 TE1759  DESIGNATION -  NIXON
 TE1759  PID         -  TE1759
 TE1759  STATE/COUNTY-  ND/RAMSEY
 TE1759  USGS QUAD   -  LAKOTA NW (1971)
 TE1759
 TE1759                         *CURRENT SURVEY CONTROL
 TE1759  ___________________________________________________________________
 TE1759* NAD 83(1996)-  48 10 55.24556(N)    098 26 38.65145(W)     ADJUSTED  
 TE1759* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 TE1759  ___________________________________________________________________
 TE1759  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 TE1759  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 TE1759
 TE1759  HORZ ORDER  -  FIRST
 TE1759
 TE1759.The horizontal coordinates were established by classical geodetic methods
 TE1759.and adjusted by the National Geodetic Survey in January 1998..
 TE1759
 TE1759.The orthometric height was scaled from a topographic map.
 TE1759
 TE1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1759
 TE1759.The geoid height was determined by GEOID03.
 TE1759
 TE1759;                    North         East     Units Scale Factor Converg.
 TE1759;SPC ND N     -   133,458.545   752,856.312   MT  0.99993728   +1 31 47.6
 TE1759;SPC ND N     -   437,856.12  2,470,001.02   iFT  0.99993728   +1 31 47.6
 TE1759;UTM  14      - 5,336,679.909   541,323.738   MT  0.99962098   +0 24 51.6
 TE1759
 TE1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1759!SPC ND N     -   0.99993136  x   0.99993728  =   0.99986865
 TE1759!UTM  14      -   0.99993136  x   0.99962098  =   0.99955237
 TE1759
 TE1759:                Primary Azimuth Mark                     Grid Az
 TE1759:SPC ND N     -  NIXON AZ MK                              359 14 02.8
 TE1759:UTM  14      -  NIXON AZ MK                              000 20 58.8
 TE1759
 TE1759|---------------------------------------------------------------------|
 TE1759| PID    Reference Object                     Distance      Geod. Az  |
 TE1759|                                                           dddmmss.s |
 TE1759| CO8013 NIXON AZ MK                                        0004550.4 |
 TE1759| CO8014 NIXON RM 1                           20.101 METERS 05015     |
 TE1759| CO8015 NIXON RM 2                           17.852 METERS 12733     |
 TE1759| TE1758 LAKOTA MUNICIPAL TANK               APPROX.17.3 KM 1541650.1 |
 TE1759|---------------------------------------------------------------------|
 TE1759
 TE1759                          SUPERSEDED SURVEY CONTROL
 TE1759
 TE1759  NAD 83(1986)-  48 10 55.24401(N)    098 26 38.65016(W) AD(       ) 1
 TE1759  NAD 27      -  48 10 55.23915(N)    098 26 37.26819(W) AD(       ) 1
 TE1759
 TE1759.Superseded values are not recommended for survey control.
 TE1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1759.See file dsdata.txt to determine how the superseded data were derived.
 TE1759
 TE1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU4132436680(NAD 83)
 TE1759_MARKER: DS = TRIANGULATION STATION DISK
 TE1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1759_STAMPING: NIXON 1967
 TE1759_MARK LOGO: CGS   
 TE1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 TE1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1759+STABILITY: SURFACE MOTION
 TE1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE1759+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1999
 TE1759
 TE1759  HISTORY     - Date     Condition        Report By
 TE1759  HISTORY     - 1967     MONUMENTED       CGS
 TE1759  HISTORY     - 1969     GOOD             USGS
 TE1759  HISTORY     - 19971022 GOOD             NDHD
 TE1759  HISTORY     - 19990605 GOOD             NDWC
 TE1759
 TE1759                          STATION DESCRIPTION
 TE1759
 TE1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1759'THE STATION IS ABOUT 10-1/2 MILES NORTHWEST OF LAKOTA, 5-1/2
 TE1759'MILES EAST-NORTHEAST OF SOUTHHAM, 5 MILES WEST OF STATE HIGHWAY
 TE1759'1, 4-1/2 MILES SOUTHWEST OF BROCKET AND ON THE WEST RIGHT OF WAY
 TE1759'OF A GRAVELED ROAD.
 TE1759'
 TE1759'TO REACH THE STATION FROM THE POST OFFICE IN BROCKET, GO EAST
 TE1759'FOR 1/2 BLOCK, TURN RIGHT AND GO SOUTH ON A GRAVELED STREET
 TE1759'FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST ON RAMSEY
 TE1759'COUNTY ROAD 7 FOR 4.15 MILES TO A GRAVELED SIDE ROAD ON THE
 TE1759'LEFT AND A TRACK ROAD ON THE RIGHT.  TURN LEFT AND GO SOUTH ON
 TE1759'A GRAVELED ROAD FOR 1.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 TE1759'CONTINUE SOUTH FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 TE1759'
 TE1759'THE STATION MARK IS A STANDARD DISK STAMPED NIXON 1967, SET IN
 TE1759'THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 1 INCH ABOVE THE
 TE1759'GROUND SURFACE.  IT IS 73.0 FEET WEST OF THE CENTERLINE OF THE
 TE1759'GRAVELED ROAD, 4.2 FEET SOUTH OF A POWERLINE POLE AND 3.9 FEET
 TE1759'NORTH OF A WITNESS POST.
 TE1759'
 TE1759'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NIXON NO 1 1967,
 TE1759'SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 1 INCH
 TE1759'ABOVE THE GROUND SURFACE AND IS 12 INCHES IN DIAMETER.  IT IS 89.5
 TE1759'FEET NORTHEAST OF THE WITNESS POST, 62.5 FEET NORTHEAST OF THE
 TE1759'POWERLINE POLE, 23.0 FEET WEST OF THE CENTERLINE OF THE ROAD
 TE1759'AND IS SET IN THE GRADED DITCH.  THE DISTANCE FROM THE AXIS
 TE1759'OF THE TELESCOPE IS 66.22 FEET OR 20.184 METERS.
 TE1759'
 TE1759'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NIXON NO 2 1967,
 TE1759'SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 1 INCH
 TE1759'ABOVE THE GROUND SURFACE AND IS 12 INCHES IN DIAMETER.  IT IS
 TE1759'60.5 FEET SOUTHEAST OF THE POWERLINE POLE, 56.3 FEET SOUTHEAST OF
 TE1759'THE WITNESS POST, 24.0 FEET WEST OF THE CENTERLINE OF THE
 TE1759'ROAD AND IS SET IN THE GRADED DITCH.
 TE1759'
 TE1759'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIXON 1967, SET
 TE1759'IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 1 INCH ABOVE
 TE1759'THE GROUND SURFACE AND IS 12 INCHES IN DIAMETER.  IT IS 36.0
 TE1759'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 2.6 FEET SOUTH
 TE1759'OF A WITNESS POST, 1.5 FEET NORTHWEST OF THE LAST FENCE POST
 TE1759'BEFORE A BREAK IN THE FENCE AND 1 FOOT WEST OF THE FENCELINE.
 TE1759'
 TE1759'THE UNDERGROUND STATION MARK IS SET 54 INCHES BELOW THE GROUND
 TE1759'SURFACE.
 TE1759
 TE1759                          STATION RECOVERY (1969)
 TE1759
 TE1759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1759'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 TE1759'GOOD CONDITION AS DESCRIBED.
 TE1759'
 TE1759'DISTANCE TO REFERENCE MARK NO. 1 CHECKED WITHIN 0.00 FT.  TO
 TE1759'REFERENCE MARK NO. 2 CHECKED WITHIN 0.02 FT.  BETWEEN R.M.
 TE1759'NO. 1 AND R.M. NO. 2 CHECKED WITHIN 0.00 FT.
 TE1759'
 TE1759'DIRECTION TO REFERENCE MARK NO. 1 MISSED +25.4 SECONDS.
 TE1759'REFERENCE MARK NO. 2 MISSED +0.96 SECONDS.  TO THE AZIMUTH
 TE1759'MARK MISSED +0.78 SECONDS.
 TE1759'
 TE1759'THE OLD DESCRIPTION IS ADEQUATE.
 TE1759'
 TE1759'STANDARD BRACED TRIPOD USED.
 TE1759
 TE1759                          STATION RECOVERY (1997)
 TE1759
 TE1759'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 TE1759'RECOVERED IN GOOD CONDITION.  NOTE--NIXON IS UNDER POWER LINES AND NOT
 TE1759'USEABLE FOR GROUND BASED GPS.
 TE1759
 TE1759                          STATION RECOVERY (1999)
 TE1759
 TE1759'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (DS)
 TE1759'RECOVERED AS DESCRIBED
 TE1759'GPS OBS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0303 ***********************************************************************
 TG0303  DESIGNATION -  NN 338 RESET
 TG0303  PID         -  TG0303
 TG0303  STATE/COUNTY-  ND/WARD
 TG0303  USGS QUAD   -  BOWBELLS SE (1949)
 TG0303
 TG0303                         *CURRENT SURVEY CONTROL
 TG0303  ___________________________________________________________________
 TG0303* NAD 83(1986)-  48 45 49.     (N)    102 02 37.     (W)     SCALED    
 TG0303* NAVD 88     -       580.857  (meters)    1905.69   (feet)  ADJUSTED  
 TG0303  ___________________________________________________________________
 TG0303  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 TG0303  DYNAMIC HT  -         580.975 (meters)    1906.08  (feet)  COMP
 TG0303  MODELED GRAV-     980,795.2   (mgal)                       NAVD 88
 TG0303
 TG0303  VERT ORDER  -  SECOND    CLASS 0
 TG0303
 TG0303.The horizontal coordinates were scaled from a topographic map and have
 TG0303.an estimated accuracy of +/- 6 seconds.
 TG0303
 TG0303.The orthometric height was determined by differential leveling
 TG0303.and adjusted by the National Geodetic Survey in June 1991..
 TG0303
 TG0303.The geoid height was determined by GEOID03.
 TG0303
 TG0303.The dynamic height is computed by dividing the NAVD 88
 TG0303.geopotential number by the normal gravity value computed on the
 TG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0303.degrees latitude (g = 980.6199 gals.).
 TG0303
 TG0303.The modeled gravity was interpolated from observed gravity values.
 TG0303
 TG0303;                    North         East    Units  Estimated Accuracy
 TG0303;SPC ND N     -   197,230.      486,530.      MT  (+/- 180 meters Scaled)
 TG0303
 TG0303                          SUPERSEDED SURVEY CONTROL
 TG0303
 TG0303  NGVD 29 (??/??/92)  580.455  (m)         1904.38   (f) ADJ UNCH    2 0
 TG0303
 TG0303.Superseded values are not recommended for survey control.
 TG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0303.See file dsdata.txt to determine how the superseded data were derived.
 TG0303
 TG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ172053(NAD 83)
 TG0303_MARKER: DB = BENCH MARK DISK
 TG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0303_STAMPING: NN 338 RESET 1954
 TG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0303+STABILITY: SURFACE MOTION
 TG0303
 TG0303  HISTORY     - Date     Condition        Report By
 TG0303  HISTORY     - 1954     MONUMENTED       CGS
 TG0303  HISTORY     - 1963     GOOD             NGS
 TG0303
 TG0303                          STATION DESCRIPTION
 TG0303
 TG0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0303'12.6 MI SE FROM BOWBELLS.
 TG0303'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0303'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0303'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 2.0 MILES EAST
 TG0303'ALONG STATE HIGHWAY 5, IN SECTION 14, T 161 N, R 88 W, AT THE
 TG0303'INTERSECTION OF A CROSS ROAD, IN THE SOUTHEAST CORNER OF A SCHOOL
 TG0303'YARD, 72 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF
 TG0303'THE CENTER LINE OF THE CROSS ROAD, 74 FEET SOUTHEAST OF THE SOUTHEAST
 TG0303'CORNER OF THE SCHOOL HOUSE, 6 FEET SOUTHEAST OF A POWER POLE, 1.0 FEET
 TG0303'WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 TG0303'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0791 ***********************************************************************
 TF0791  DESIGNATION -  NN 350
 TF0791  PID         -  TF0791
 TF0791  STATE/COUNTY-  ND/BOTTINEAU
 TF0791  USGS QUAD   -  ECKMAN (1949)
 TF0791
 TF0791                         *CURRENT SURVEY CONTROL
 TF0791  ___________________________________________________________________
 TF0791* NAD 83(1986)-  48 39 35.     (N)    101 03 36.     (W)     SCALED    
 TF0791* NAVD 88     -       455.529  (meters)    1494.51   (feet)  ADJUSTED  
 TF0791  ___________________________________________________________________
 TF0791  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0791  DYNAMIC HT  -         455.625 (meters)    1494.83  (feet)  COMP
 TF0791  MODELED GRAV-     980,806.6   (mgal)                       NAVD 88
 TF0791
 TF0791  VERT ORDER  -  SECOND    CLASS 0
 TF0791
 TF0791.The horizontal coordinates were scaled from a topographic map and have
 TF0791.an estimated accuracy of +/- 6 seconds.
 TF0791
 TF0791.The orthometric height was determined by differential leveling
 TF0791.and adjusted by the National Geodetic Survey in June 1991..
 TF0791
 TF0791.The geoid height was determined by GEOID03.
 TF0791
 TF0791.The dynamic height is computed by dividing the NAVD 88
 TF0791.geopotential number by the normal gravity value computed on the
 TF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0791.degrees latitude (g = 980.6199 gals.).
 TF0791
 TF0791.The modeled gravity was interpolated from observed gravity values.
 TF0791
 TF0791;                    North         East    Units  Estimated Accuracy
 TF0791;SPC ND N     -   184,690.      558,750.      MT  (+/- 180 meters Scaled)
 TF0791
 TF0791                          SUPERSEDED SURVEY CONTROL
 TF0791
 TF0791  NGVD 29 (??/??/92)  455.135  (m)         1493.22   (f) ADJ UNCH    2 0
 TF0791
 TF0791.Superseded values are not recommended for survey control.
 TF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0791.See file dsdata.txt to determine how the superseded data were derived.
 TF0791
 TF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU483916(NAD 83)
 TF0791_MARKER: DB = BENCH MARK DISK
 TF0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0791_STAMPING: NN 350 1935
 TF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0791+STABILITY: SURFACE MOTION
 TF0791
 TF0791  HISTORY     - Date     Condition        Report By
 TF0791  HISTORY     - 1935     MONUMENTED       CGS
 TF0791
 TF0791                          STATION DESCRIPTION
 TF0791
 TF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0791'IN ECKMAN.
 TF0791'AT ECKMAN, BOTTINEAU COUNTY, ON THE SOO LINE RAILROAD, IN LINE WITH
 TF0791'THE EAST END OF THE STATION, AT THE MAIN STREET CROSSING, 150 FEET
 TF0791'WEST OF THE CENTERLINE OF MAIN STREET, 30 FEET NORTH OF THE CENTERLINE
 TF0791'OF THE TRACK, 4 FEET WEST OF A POLE, AND ABOUT 1-1/2 FEET LOWER THAN
 TF0791'THE TRACK.  A STANDARD DISK, STAMPED NN 350 1935 AND SET IN THE TOP OF
 TF0791'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0904 ***********************************************************************
 RR0904  DESIGNATION -  NOBBY
 RR0904  PID         -  RR0904
 RR0904  STATE/COUNTY-  ND/MORTON
 RR0904  USGS QUAD   -  ALMONT EAST (1980)
 RR0904
 RR0904                         *CURRENT SURVEY CONTROL
 RR0904  ___________________________________________________________________
 RR0904* NAD 83(1996)-  46 38 14.80308(N)    101 28 01.61322(W)     ADJUSTED  
 RR0904* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 RR0904  ___________________________________________________________________
 RR0904  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 RR0904  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 RR0904
 RR0904  HORZ ORDER  -  THIRD
 RR0904
 RR0904.The horizontal coordinates were established by classical geodetic methods
 RR0904.and adjusted by the National Geodetic Survey in January 1998..
 RR0904
 RR0904.The orthometric height was scaled from a topographic map.
 RR0904
 RR0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0904
 RR0904.The geoid height was determined by GEOID03.
 RR0904
 RR0904;                    North         East     Units Scale Factor Converg.
 RR0904;SPC ND S     -   108,363.964   525,955.229   MT  0.99994175   -0 42 19.4
 RR0904;SPC ND S     -   355,524.82  1,725,574.90   iFT  0.99994175   -0 42 19.4
 RR0904;UTM  14      - 5,167,832.497   311,174.457   MT  1.00003827   -1 47 39.0
 RR0904
 RR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0904!SPC ND S     -   0.99989555  x   0.99994175  =   0.99983731
 RR0904!UTM  14      -   0.99989555  x   1.00003827  =   0.99993382
 RR0904
 RR0904:                Primary Azimuth Mark                     Grid Az
 RR0904:SPC ND S     -  ROCK CAIRN                               150 36 46.2
 RR0904:UTM  14      -  ROCK CAIRN                               151 42 05.8
 RR0904
 RR0904|---------------------------------------------------------------------|
 RR0904| PID    Reference Object                     Distance      Geod. Az  |
 RR0904|                                                           dddmmss.s |
 RR0904| RR0899 ROCK CAIRN                          APPROX. 8.9 KM 1495426.8 |
 RR0904| RR0900 COULEE                              APPROX. 8.0 KM 1701352.4 |
 RR0904|---------------------------------------------------------------------|
 RR0904
 RR0904                          SUPERSEDED SURVEY CONTROL
 RR0904
 RR0904  NAD 83(1986)-  46 38 14.79557(N)    101 28 01.60250(W) AD(       ) 3
 RR0904  NAD 27      -  46 38 14.76553(N)    101 28 00.07910(W) AD(       ) 3
 RR0904
 RR0904.Superseded values are not recommended for survey control.
 RR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0904.See file dsdata.txt to determine how the superseded data were derived.
 RR0904
 RR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS1117467832(NAD 83)
 RR0904_MARKER: DD = SURVEY DISK
 RR0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RR0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0904+STABILITY: SURFACE MOTION
 RR0904
 RR0904  HISTORY     - Date     Condition        Report By
 RR0904  HISTORY     - 1941     MONUMENTED       USGS
 RR0904
 RR0904                          STATION DESCRIPTION
 RR0904
 RR0904'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 RR0904'LOCATED IN NE. 1/4 SEC. 36, T. 137 N., R. 86 W., ON LAND SAID TO
 RR0904'BELONG TO THE STATE.
 RR0904'
 RR0904'TO REACH FROM COR. SECS. 27, 28, 33, AND 34, /CROSSROADS/ FOLLOW
 RR0904'SECTION - LINE RD. E. FOR 1.5 MI.  RD. LEAVES SECTION - LINE HERE.
 RR0904'CONTINUE IN E. DIRECTION FOR 1.6 MI ALONG PRAIRIE RD. /NOTE--SEVERAL
 RR0904'SIDE RDS. TURN OFF, BUT FOLLOW RD. LEADING TO E./  LEAVE RD. AND TURN
 RR0904'S. AND FOLLOW UP RIDGE IN SE. DIRECTION TO E. END OF PROMINENT E. - W.
 RR0904'RIDGE FOR 0.15 MI TO STATION.  THIS RIDGE IS THE HIGHEST IN IMMEDIATE
 RR0904'VICINITY.  STATION IS ABOUT 20 FT N. OF SMALL ROCKY POINT AND ABOUT 35
 RR0904'FT. S. OF EDGE OF ROCKY BLUFF.
 RR0904'
 RR0904'STANDARD TABLET SET IN TOP OF CONCRETE POST STAMPED---NOBBY 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0817 ***********************************************************************
 RR0817  DESIGNATION -  NONA
 RR0817  PID         -  RR0817
 RR0817  STATE/COUNTY-  ND/EMMONS
 RR0817  USGS QUAD   -  FORT YATES SE (1968)
 RR0817
 RR0817                         *CURRENT SURVEY CONTROL
 RR0817  ___________________________________________________________________
 RR0817* NAD 83(1996)-  46 03 57.83302(N)    100 33 04.20785(W)     ADJUSTED  
 RR0817* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 RR0817  ___________________________________________________________________
 RR0817  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 RR0817  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 RR0817
 RR0817  HORZ ORDER  -  SECOND
 RR0817
 RR0817.The horizontal coordinates were established by classical geodetic methods
 RR0817.and adjusted by the National Geodetic Survey in January 1998..
 RR0817
 RR0817.The orthometric height was scaled from a topographic map.
 RR0817
 RR0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0817
 RR0817.The geoid height was determined by GEOID03.
 RR0817
 RR0817;                    North         East     Units Scale Factor Converg.
 RR0817;SPC ND S     -    44,397.390   596,040.913   MT  1.00002512   -0 02 14.4
 RR0817;SPC ND S     -   145,660.73  1,955,514.81   iFT  1.00002512   -0 02 14.4
 RR0817;UTM  14      - 5,102,557.380   380,032.960   MT  0.99977692   -1 07 01.9
 RR0817
 RR0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0817!SPC ND S     -   0.99990942  x   1.00002512  =   0.99993453
 RR0817!UTM  14      -   0.99990942  x   0.99977692  =   0.99968636
 RR0817
 RR0817:                Primary Azimuth Mark                     Grid Az
 RR0817:SPC ND S     -  NONA AZ MK                               086 05 06.4
 RR0817:UTM  14      -  NONA AZ MK                               087 09 53.9
 RR0817
 RR0817|---------------------------------------------------------------------|
 RR0817| PID    Reference Object                     Distance      Geod. Az  |
 RR0817|                                                           dddmmss.s |
 RR0817| CO6524 NONA AZ MK                                         0860252.0 |
 RR0817| CO6525 NONA RM 1                            13.631 METERS 18846     |
 RR0817| CO6526 NONA RM 2                            13.911 METERS 28457     |
 RR0817| RR0824 FORT YATES INDIAN SCH PWR STK       APPROX. 6.7 KM 2932010.6 |
 RR0817| RR0823 FORT YATES ST PETERS CATH CH        APPROX. 7.0 KM 2974211.6 |
 RR0817|---------------------------------------------------------------------|
 RR0817
 RR0817                          SUPERSEDED SURVEY CONTROL
 RR0817
 RR0817  NAD 83(1986)-  46 03 57.82375(N)    100 33 04.20151(W) AD(       ) 2
 RR0817  NAD 27      -  46 03 57.84300(N)    100 33 02.75600(W) AD(       ) 2
 RR0817
 RR0817.Superseded values are not recommended for survey control.
 RR0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0817.See file dsdata.txt to determine how the superseded data were derived.
 RR0817
 RR0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS8003302557(NAD 83)
 RR0817_MARKER: DS = TRIANGULATION STATION DISK
 RR0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0817
 RR0817  HISTORY     - Date     Condition        Report By
 RR0817  HISTORY     - 1948     MONUMENTED       CGS
 RR0817
 RR0817                          STATION DESCRIPTION
 RR0817
 RR0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MJT)
 RR0817'STATION IS LOCATED ABOUT 19 MILES WEST AND 5 MILES SOUTH OF
 RR0817'STRASBURG, ABOUT 15 MILES NORTHWEST OF POLLOCK, ABOUT 2 MILES
 RR0817'EAST OF THE MISSOURI RIVER, ON PROPERTY OF MR. C. VANDERLAWN.
 RR0817'
 RR0817'TO REACH FROM THE INTERSECTION NORTHWEST OF THE HIGH SCHOOL IN
 RR0817'POLLOCK, GO WEST ON MAIN GRAVELED ROAD FOR 3.7 MILES TO A FORK,
 RR0817'TAKE RIGHT FORK AND GO 5.45 MILES TO THE STATE LINE, CONTINUE
 RR0817'STRAIGHT AHEAD FOR 1.05 MILES TO A T-INTERSECTION, TURN RIGHT
 RR0817'AND GO 7.35 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 1.8 MILES
 RR0817'TO A T-INTERSECTION, TURN RIGHT AND GO 1.3 MILES TO A FORK AND
 RR0817'A DILAPIDATED OLD SHED ON RIGHT, TAKE LEFT FORK AND GO 1.1
 RR0817'MILES TO A SCHOOLHOUSE ON LEFT AND A DIM TRACK ROAD RIGHT, TURN
 RR0817'RIGHT AND GO 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 RR0817'0.7 MILE TO A FENCE CORNER AND AZIMUTH MARK ON LEFT, CONTINUE
 RR0817'STRAIGHT AHEAD FOR 0.8 MILE TO THE POINT WHERE THE ROAD
 RR0817'BEARS RIGHT, HERE LEAVE ROAD AND CONTINUE STRAIGHT AHEAD
 RR0817'TO TOP OF KNOLL AND STATION.
 RR0817'
 RR0817'STATION IS 10 FEET SOUTHEAST OF A WITNESS POST.  IT IS A CONCRETE
 RR0817'MONUMENT PROJECTING 4 INCHES, AND THE DISK IS STAMPED NONA 1948.
 RR0817'
 RR0817'REFERENCE MARK NO. 1 IS A CONCRETE MONUMENT PROJECTING 4 INCHES,
 RR0817'AND THE DISK IS STAMPED NONA NO 1 1948.
 RR0817'
 RR0817'REFERENCE MARK NO. 2 IS A CONCRETE MONUMENT PROJECTING 5 INCHES,
 RR0817'AND THE DISK IS STAMPED NONA NO 2 1948.
 RR0817'
 RR0817'AZIMUTH MARK IS 35 FEET SOUTH OF TRACK ROAD, 4 FEET SOUTH OF A
 RR0817'FENCE CORNER, AND 2 FEET SOUTH OF A WITNESS POST.  IT IS A
 RR0817'CONCRETE MONUMENT PROJECTING 5 INCHES, AND THE DISK IS STAMPED
 RR0817'NONA 1948.
 RR0817'
 RR0817'RAY, FIRE HEART USED, RED HORSE, FORT YATES USED, WOLF 1934,
 RR0817'AND POWELL 1934 WILL SEE FROM A 4-FOOT STAND.
 RR0817'
 RR0817'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1770 ***********************************************************************
 TE1770  DESIGNATION -  NOONAN
 TE1770  PID         -  TE1770
 TE1770  STATE/COUNTY-  ND/RAMSEY
 TE1770  USGS QUAD   -  SOUTHAM (1971)
 TE1770
 TE1770                         *CURRENT SURVEY CONTROL
 TE1770  ___________________________________________________________________
 TE1770* NAD 83(1996)-  48 13 01.98638(N)    098 33 29.79458(W)     ADJUSTED  
 TE1770* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 TE1770  ___________________________________________________________________
 TE1770  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TE1770  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 TE1770
 TE1770  HORZ ORDER  -  FIRST
 TE1770
 TE1770.The horizontal coordinates were established by classical geodetic methods
 TE1770.and adjusted by the National Geodetic Survey in January 1998..
 TE1770
 TE1770.The orthometric height was scaled from a topographic map.
 TE1770
 TE1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1770
 TE1770.The geoid height was determined by GEOID03.
 TE1770
 TE1770;                    North         East     Units Scale Factor Converg.
 TE1770;SPC ND N     -   137,151.305   744,268.328   MT  0.99993851   +1 26 41.6
 TE1770;SPC ND N     -   449,971.47  2,441,825.22   iFT  0.99993851   +1 26 41.6
 TE1770;UTM  14      - 5,340,537.926   532,812.007   MT  0.99961323   +0 19 45.8
 TE1770
 TE1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1770!SPC ND N     -   0.99993072  x   0.99993851  =   0.99986923
 TE1770!UTM  14      -   0.99993072  x   0.99961323  =   0.99954398
 TE1770
 TE1770:                Primary Azimuth Mark                     Grid Az
 TE1770:SPC ND N     -  BROCKET EQUITY AND TRADE ELEV            090 51 59.4
 TE1770:UTM  14      -  BROCKET EQUITY AND TRADE ELEV            091 58 55.2
 TE1770
 TE1770|---------------------------------------------------------------------|
 TE1770| PID    Reference Object                     Distance      Geod. Az  |
 TE1770|                                                           dddmmss.s |
 TE1770| TE1756 BROCKET EQUITY AND TRADE ELEV       APPROX.15.0 KM 0921841.0 |
 TE1770| TE0847 X 270                               APPROX. 0.9 KM 1495431.4 |
 TE1770| CO8019 NOONAN RM 1                          56.864 METERS 15433     |
 TE1770| CO8020 NOONAN RM 2                          95.293 METERS 23444     |
 TE1770| TE1778 DEVILS LAKE K AND K CABLE TV        APPROX.20.2 KM 2375003.4 |
 TE1770| TE1785 DEVILS LAKE NW BELL TEL MICRO       APPROX.21.4 KM 2405708.0 |
 TE1770| TE1780 DEVILS LAKE MUNICIPAL TANK          APPROX.24.8 KM 2440309.8 |
 TE1770|---------------------------------------------------------------------|
 TE1770
 TE1770                          SUPERSEDED SURVEY CONTROL
 TE1770
 TE1770  NAD 83(1986)-  48 13 01.98495(N)    098 33 29.79303(W) AD(       ) 1
 TE1770  NAD 27      -  48 13 01.97758(N)    098 33 28.40238(W) AD(       ) 1
 TE1770
 TE1770.Superseded values are not recommended for survey control.
 TE1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1770.See file dsdata.txt to determine how the superseded data were derived.
 TE1770
 TE1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU3281240538(NAD 83)
 TE1770_MARKER: DS = TRIANGULATION STATION DISK
 TE1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TE1770
 TE1770  HISTORY     - Date     Condition        Report By
 TE1770  HISTORY     - 1967     MONUMENTED       CGS
 TE1770  HISTORY     - 1969     GOOD             USGS
 TE1770  HISTORY     - 19971022 MARK NOT FOUND   NDHD
 TE1770
 TE1770                          STATION DESCRIPTION
 TE1770
 TE1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1770'THE STATION IS ABOUT 9 MILES WEST OF BROCKET, 7 MILES NORTHEAST
 TE1770'OF ROHRVILLE AND 4 MILES NORTH OF SOUTHAM, ON THE HIGHEST
 TE1770'POINT OF A GRASSY, ROUND TOP KNOLL.
 TE1770'
 TE1770'TO REACH THE STATION FROM THE RAILROAD CROSSING ON COUNTY ROAD
 TE1770'4 AT THE SOUTHEAST EDGE OF SOUTHAM, GO NORTH ON COUNTY ROAD 4
 TE1770'FOR 3.2 MILES TO THE JUNCTION WITH COUNTY ROAD 7.  CONTINUE
 TE1770'NORTH ON COUNTY ROAD 4 FOR 0.05 MILE TO BENCH MARK X 270 ON
 TE1770'THE LEFT.  CONTINUE NORTH ON THE COUNTY ROAD FOR 0.45 MILE TO
 TE1770'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 TE1770'0.3 MILE TO THE TOP OF A GRADE AND THE STATION ON THE RIGHT.
 TE1770'
 TE1770'STATION MARK IS A STANDARD DISK, STAMPED NOONAN 1967, SET IN
 TE1770'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1770'THAT IS 22 INCHES BELOW THE GROUND SURFACE.  IT IS 212.0
 TE1770'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 181.5
 TE1770'FEET NORTH OF A TELEPHONE LINE POLE.  THE UNDERGROUND MARK
 TE1770'IS 56 INCHES BELOW THE GROUND SURFACE.
 TE1770'
 TE1770'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NOONAN NO 1 1967,
 TE1770'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1770'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 90.0 FEET
 TE1770'EAST OF THE TELEPHONE LINE POLE, 43.0 FEET NORTH OF THE CENTERLINE
 TE1770'OF THE GRAVELED ROAD, 2.2 FEET WEST OF A WITNESS POST AND ABOUT
 TE1770'10 FEET LOWER THAN THE STATION.
 TE1770'
 TE1770'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NOONAN NO 2 1967,
 TE1770'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1770'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 33.0 FEET
 TE1770'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1.4 FEET EAST
 TE1770'OF A TELEPHONE LINE POLE AND ABOUT 15 FEET LOWER THAN THE
 TE1770'STATION.
 TE1770'
 TE1770'BENCH MARK X 270 IS A STANDARD DISK, STAMPED X 270 1963, SET
 TE1770'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TE1770'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 75.0 FEET
 TE1770'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 33.9 FEET NORTH OF
 TE1770'A TELEPHONE LINE POLE AND 1.2 FEET SOUTH OF A WITNESS POST.
 TE1770'
 TE1770'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 TE1770'BECAUSE OF OBSTRUCTIONS.
 TE1770'
 TE1770'THE STATION SURFACE MARK WAS SET BELOW THE SURFACE OF THE GROUND
 TE1770'TO FACILITATE CULTIVATION.
 TE1770'
 TE1770'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 TE1770
 TE1770                          STATION RECOVERY (1969)
 TE1770
 TE1770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JSA)
 TE1770'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK (X 270 1963) WERE
 TE1770'FOUND IN GOOD CONDITION AS DESCRIBED.
 TE1770'
 TE1770'DISTANCE TO REFERENCE MARK NO. 1 MISSED 0.63 FT. REFERENCE MARK NO.
 TE1770'2 MISSED 1.65 FT.
 TE1770'
 TE1770'DIRECTION TO REFERENCE MARK NO. 1 MISSED +1.35 SECONDS.  REFERENCE
 TE1770'MARK NO. 2 MISSED +7.44 SECONDS.  AZIMUTH MARK (X 270) MISSED
 TE1770'-1.45 SECONDS.
 TE1770'
 TE1770'THE OLD DESCRIPTION IS ADEQUATE.
 TE1770'
 TE1770'STANDARD BRACED TRIPOD USED.
 TE1770
 TE1770                          STATION RECOVERY (1997)
 TE1770
 TE1770'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1997
 TE1770'STATION NOT FOUND.  NOTE--NO REFERENCE MARKS WERE FOUND - STATION IN
 TE1770'PLOWED FIELD AND 22 INCH SUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1174 ***********************************************************************
 SM1174  DESIGNATION -  NORDMORE
 SM1174  PID         -  SM1174
 SM1174  STATE/COUNTY-  ND/FOSTER
 SM1174  USGS QUAD   -  NEW ROCKFORD SE (1950)
 SM1174
 SM1174                         *CURRENT SURVEY CONTROL
 SM1174  ___________________________________________________________________
 SM1174* NAD 83(1996)-  47 32 38.37814(N)    099 00 17.69267(W)     ADJUSTED  
 SM1174* NAVD 88     -       472.90   (+/-2cm)    1551.5    (feet)  VERTCON   
 SM1174  ___________________________________________________________________
 SM1174  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 SM1174  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 SM1174
 SM1174  HORZ ORDER  -  FIRST
 SM1174  VERT ORDER  -  THIRD ? (See Below)
 SM1174
 SM1174.The horizontal coordinates were established by classical geodetic methods
 SM1174.and adjusted by the National Geodetic Survey in January 1998..
 SM1174
 SM1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1174.The vertical order pertains to the NGVD 29 superseded value.
 SM1174
 SM1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1174
 SM1174.The geoid height was determined by GEOID03.
 SM1174
 SM1174;                    North         East     Units Scale Factor Converg.
 SM1174;SPC ND N     -    61,574.200   712,541.616   MT  0.99998008   +1 06 45.2
 SM1174;SPC ND N     -   202,015.09  2,337,734.96   iFT  0.99998008   +1 06 45.2
 SM1174;UTM  14      - 5,265,619.078   499,630.172   MT  0.99960000   -0 00 13.1
 SM1174
 SM1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1174!SPC ND N     -   0.99992959  x   0.99998008  =   0.99990968
 SM1174!UTM  14      -   0.99992959  x   0.99960000  =   0.99952962
 SM1174
 SM1174:                Primary Azimuth Mark                     Grid Az
 SM1174:SPC ND N     -  NORDMORE AZ MK                           048 15 02.1
 SM1174:UTM  14      -  NORDMORE AZ MK                           049 22 00.4
 SM1174
 SM1174|---------------------------------------------------------------------|
 SM1174| PID    Reference Object                     Distance      Geod. Az  |
 SM1174|                                                           dddmmss.s |
 SM1174| CO6527 NORDMORE AZ MK                                     0492147.3 |
 SM1174| SM1163 KVERNES LUTHERAN CHURCH SPIRE       APPROX. 1.2 KM 0512148.0 |
 SM1174| CO6528 NORDMORE RM 1                        25.294 METERS 13105     |
 SM1174| SM1187 CARRINGTON FOSTER CTHSE DOME        APPROX.13.5 KM 2224902.7 |
 SM1174| CO6529 NORDMORE RM 2                        24.622 METERS 22630     |
 SM1174| SM1175 GUPTILL VICTORIA ELEV CO ELEV       APPROX.10.5 KM 2520701.0 |
 SM1174| SM1176 BARLOW FARMERS ELEV CO ELEV         APPROX.10.4 KM 2863013.0 |
 SM1174|---------------------------------------------------------------------|
 SM1174
 SM1174                          SUPERSEDED SURVEY CONTROL
 SM1174
 SM1174  NAD 83(1986)-  47 32 38.37996(N)    099 00 17.68938(W) AD(       ) 1
 SM1174  NAD 27      -  47 32 38.39210(N)    099 00 16.29810(W) AD(       ) 1
 SM1174  NGVD 29 (07/19/86)  472.51   (m)         1550.2    (f) LEVELING    3  
 SM1174
 SM1174.Superseded values are not recommended for survey control.
 SM1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1174.See file dsdata.txt to determine how the superseded data were derived.
 SM1174
 SM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT9963065619(NAD 83)
 SM1174_MARKER: DS = TRIANGULATION STATION DISK
 SM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1174
 SM1174  HISTORY     - Date     Condition        Report By
 SM1174  HISTORY     - 1941     MONUMENTED       CGS
 SM1174  HISTORY     - 1960     GOOD             CGS
 SM1174
 SM1174                          STATION DESCRIPTION
 SM1174
 SM1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (WNM)
 SM1174'STATION IS ABOUT 8.75 MILES NE OF CARRINGTON, AIR LINE DISTANCE,
 SM1174'IN SEC. 18, T. 147 N, R. 65 W, AND ON THE N SIDE OF THE
 SM1174'RIGHT-OF-WAY FOR AN E-W SECTION LINE ROAD.  IT IS ABOUT 25
 SM1174'FEET N OF THE CENTER LINE OF THE RIGHT-OF-WAY, 11-1/2 FEET
 SM1174'E OF A WHITE REFERENCE POST AND 1 FOOT S OF A FENCE LINE.
 SM1174'IT IS STAMPED NORDMORE 1941 AND PROJECTS ABOUT 6 INCHES.
 SM1174'
 SM1174'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1174'BRONZE DISKS SET IN CONCRETE.
 SM1174'
 SM1174'REFERENCE MARK NO. 1 IS SE OF THE STATION, 26 FEET S OF THE
 SM1174'CENTER LINE OF THE RIGHT-OF-WAY AND 1 FOOT N OF AN E-W FENCE
 SM1174'LINE.  IT IS STAMPED NORDMORE NO. 1 1941 AND PROJECTS ABOUT
 SM1174'4 INCHES.
 SM1174'
 SM1174'REFERENCE MARK NO. 2 IS SW OF THE STATION, 26 FEET S OF THE
 SM1174'CENTER LINE OF THE RIGHT-OF-WAY AND 1 FOOT N OF THE E-W FENCE
 SM1174'LINE.  IT IS STAMPED NORDMORE NO. 2 1941 AND PROJECTS ABOUT
 SM1174'4 INCHES.
 SM1174'
 SM1174'THE AZIMUTH MARK IS NE OF THE STATION, 110 FEET W BY N OF THE
 SM1174'NW CORNER OF A CHURCH, 44 FEET S OF THE NW CORNER OF THE CHURCH
 SM1174'YARD, 3 FEET S BY E OF A WHITE REFERENCE POST AND 1 FOOT E OF A
 SM1174'N-S FENCE LINE.  IT IS STAMPED NORDMORE 1941 AND PROJECTS ABOUT
 SM1174'6 INCHES.
 SM1174'
 SM1174'TO REACH FROM THE STATION, GO E ON THE SECTION LINE ROAD FOR
 SM1174'0.7 MILE AND TURN LEFT N, GO 0.5 MILE TO A CHURCH AND THE AZIMUTH
 SM1174'MARK ON THE W SIDE OF THE ROAD.
 SM1174'
 SM1174'TO REACH THE STATION FROM THE CENTER OF CARRINGTON, GO E ON
 SM1174'STATE HIGHWAY 7 FOR 3.8 MILES AND TURN LEFT, N, OFF THE HIGHWAY
 SM1174'ONTO A GRAVEL ROAD, GO 2.0 MILES AND TURN RIGHT, E, GO 2.0 MILES
 SM1174'AND TURN LEFT, N, GO 4.0 MILES AND TURN RIGHT, E, GO 0.25 MILE
 SM1174'TO THE TOP OF A HILL AND THE STATION ON THE N SIDE OF THE ROAD.
 SM1174'
 SM1174'A 24-FOOT SIGNAL AT LARRABEE IS VISIBLE FROM THE GROUND.
 SM1174'
 SM1174'A 24-FOOT SIGNAL AT HAVEN IS VISIBLE FROM THE GROUND.
 SM1174'
 SM1174'A 77-FOOT SIGNAL AT ROSEHILL IS VISIBLE FROM THE GROUND.
 SM1174'
 SM1174'A 64-FOOT SIGNAL AT CARRINGTON MAGNETIC STATION IS VISIBLE
 SM1174'FROM THE GROUND.
 SM1174'
 SM1174'A 64-FOOT SIGNAL AT WYARD IS VISIBLE FROM THE GROUND.
 SM1174'
 SM1174'A 77-FOOT SIGNAL AT BARLOW IS VISIBLE FROM THE GROUND.
 SM1174'
 SM1174'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 SM1174
 SM1174                          STATION RECOVERY (1960)
 SM1174
 SM1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1174'THE SURFACE STATION MARK WAS DESTROYED WHEN THE ROAD WAS GRADED.
 SM1174'THE UNDERGROUND MARK WAS RECOVERED ON THE EDGE OF THE ROAD GRADE
 SM1174'AND ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 SM1174'UNDERGROUND MARK WAS LOWERED ABOUT 3 FEET AND A NEW SURFACE MARK
 SM1174'WAS ESTABLISHED.
 SM1174'
 SM1174'THE STATION MARK IS 54.6 FEET SOUTH-SOUTHWEST OF A POWERLINE
 SM1174'POLE, 20.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, NEAR THE
 SM1174'NORTH EDGE OF THE ROAD GRADE AND ABOUT 3 FEET LOWER THAN THE TOP
 SM1174'OF THE GRADE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 SM1174'STAMPED NORDMORE 1941 1960.
 SM1174'
 SM1174'R.M. NO. 1 IS SOUTHEAST ACROSS ROAD FROM THE STATION AND IS 5-1/2
 SM1174'FEET NORTH OF THE EAST GATE POST OF A WIRE GATE.  R.M. NO. 2
 SM1174'IS SOUTHWEST ACROSS ROAD FROM THE STATION, 7-1/2 FEET NORTH OF
 SM1174'THE RIGHT OF WAY FENCE AND ON A SMALL MOUND.
 SM1174'
 SM1174'THE AZIMUTH MARK RECOVERED AS DESCRIBED NEAR THE NORTHWEST
 SM1174'CORNER OF A CHURCH YARD.
 SM1174'
 SM1174'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 SM1174'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1917 ***********************************************************************
 TG1917  DESIGNATION -  NORGE
 TG1917  PID         -  TG1917
 TG1917  STATE/COUNTY-  ND/DIVIDE
 TG1917  USGS QUAD   -  FORTUNA (1983)
 TG1917
 TG1917                         *CURRENT SURVEY CONTROL
 TG1917  ___________________________________________________________________
 TG1917* NAD 83(1996)-  48 53 38.22429(N)    103 47 22.91339(W)     ADJUSTED  
 TG1917* NAVD 88     -       711.6    (meters)    2335.     (feet)  VERTCON   
 TG1917  ___________________________________________________________________
 TG1917  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 TG1917  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 TG1917
 TG1917  HORZ ORDER  -  FIRST
 TG1917
 TG1917.The horizontal coordinates were established by classical geodetic methods
 TG1917.and adjusted by the National Geodetic Survey in January 1998..
 TG1917
 TG1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG1917
 TG1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG1917
 TG1917.The geoid height was determined by GEOID03.
 TG1917
 TG1917;                    North         East     Units Scale Factor Converg.
 TG1917;SPC ND N     -   215,736.269   358,840.999   MT  1.00003582   -2 26 52.7
 TG1917;SPC ND N     -   707,796.16  1,177,299.87   iFT  1.00003582   -2 26 52.7
 TG1917;UTM  13      - 5,416,372.990   588,711.436   MT  0.99969668   +0 54 43.3
 TG1917
 TG1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG1917!SPC ND N     -   0.99989142  x   1.00003582  =   0.99992723
 TG1917!UTM  13      -   0.99989142  x   0.99969668  =   0.99958813
 TG1917
 TG1917:                Primary Azimuth Mark                     Grid Az
 TG1917:SPC ND N     -  ALKABO                                   254 27 40.3
 TG1917:UTM  13      -  ALKABO                                   251 06 04.3
 TG1917
 TG1917|---------------------------------------------------------------------|
 TG1917| PID    Reference Object                     Distance      Geod. Az  |
 TG1917|                                                           dddmmss.s |
 TG1917| TG1919 ALKABO                              APPROX. 7.9 KM 2520047.6 |
 TG1917| CQ8689 NORGE RM                             87.630 METERS 35320     |
 TG1917|---------------------------------------------------------------------|
 TG1917
 TG1917                          SUPERSEDED SURVEY CONTROL
 TG1917
 TG1917  NAD 83(1986)-  48 53 38.22553(N)    103 47 22.90671(W) AD(       ) 1
 TG1917  NAD 27      -  48 53 38.11000(N)    103 47 21.17600(W) AD(       ) 1
 TG1917  NGVD 29 (07/19/86)  711.1    (m)         2333.     (f) VERT ANG       
 TG1917
 TG1917.Superseded values are not recommended for survey control.
 TG1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1917.See file dsdata.txt to determine how the superseded data were derived.
 TG1917
 TG1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ8871116373(NAD 83)
 TG1917
 TG1917  HISTORY     - Date     Condition        Report By
 TG1917  HISTORY     - 1912     MONUMENTED       CGS
 TG1917  HISTORY     - 1924     GOOD             GSC
 TG1917  HISTORY     - 1935     POOR             CGS
 TG1917
 TG1917                          STATION DESCRIPTION
 TG1917
 TG1917'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924
 TG1917'ABOUT 22 METERS SOUTH OF A ROAD ON THE HIGHEST PART OF A
 TG1917'ROUNDED RIDGE IN THE NW 1/4 SEC. 3, T. 162 N., R. 101 W.,
 TG1917'FIFTH PRINCIPAL MERIDIAN.
 TG1917'
 TG1917'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY
 TG1917'BRONZE-DISK STATION MARK SET IN THE TOP OF A CONCRETE CYLINDER
 TG1917'7 INCHES IN DIAMETER AND 30 INCHES LONG INCASED IN A
 TG1917'GALVANIZED-IRON PIPE WHICH WAS USED FOR THE FORM.  THE CYLINDER
 TG1917'PROJECTS 3 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK
 TG1917'IS A BRASS BOLT ONE-FOURTH INCH IN DIAMETER AND 2 INCHES LONG
 TG1917'SET IN A BLOCK OF CONCRETE 6 INCHES SQUARE ON TOP AND 4
 TG1917'INCHES THICK.  THE BOLT PROJECTS ONE-FOURTH INCH ABOVE THE
 TG1917'CONCRETE AND IS ABOUT 33 INCHES BELOW THE SURFACE OF THE
 TG1917'GROUND.  ONE REFERENCE MARK IS A STANDARD U.S. COAST AND
 TG1917'GEODETIC SURVEY BRONZE-DISK REFERENCE MARK ON THE TOWNSHIP
 TG1917'ROAD ON THE WEST SLOPE OF A HILL, 87.10 METERS FROM THE
 TG1917'STATION N 006 DEG 40 MIN W.  A SECOND REFERENCE MARK
 TG1917'IS A FENCE POST AT THE SOUTHEAST CORNER OF SEC.  33, T. 163
 TG1917'N., R. 101 W., 337.00 METERS FROM THE STATION
 TG1917'N 62 DEG 31 MIN W.
 TG1917
 TG1917                          STATION RECOVERY (1935)
 TG1917
 TG1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TG1917'THE STATION WAS FOUND AS DESCRIBED.  THE DISK AND CYLINDER
 TG1917'WERE BADLY MUTILATED.  THE HOUSE REFERRED TO IS NO LONGER
 TG1917'IN EVIDENCE.  THE REFERENCE MARK WAS FOUND AS DESCRIBED AND
 TG1917'IN GOOD CONDITION BUT WAS COVERED WITH ABOUT 6 INCHES OF
 TG1917'DRIFTED SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1394 ***********************************************************************
 TF1394  DESIGNATION -  NORMA
 TF1394  PID         -  TF1394
 TF1394  STATE/COUNTY-  ND/RENVILLE
 TF1394  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1394
 TF1394                         *CURRENT SURVEY CONTROL
 TF1394  ___________________________________________________________________
 TF1394* NAD 83(1996)-  48 45 50.15105(N)    101 56 44.24494(W)     ADJUSTED  
 TF1394* NAVD 88     -       571.682  (meters)    1875.59   (feet)  ADJUSTED  
 TF1394  ___________________________________________________________________
 TF1394  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 TF1394  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 TF1394  DYNAMIC HT  -         571.800 (meters)    1875.98  (feet)  COMP
 TF1394  MODELED GRAV-     980,797.7   (mgal)                       NAVD 88
 TF1394
 TF1394  HORZ ORDER  -  SECOND
 TF1394  VERT ORDER  -  SECOND    CLASS 0
 TF1394
 TF1394.The horizontal coordinates were established by classical geodetic methods
 TF1394.and adjusted by the National Geodetic Survey in January 1998..
 TF1394
 TF1394.The orthometric height was determined by differential leveling
 TF1394.and adjusted by the National Geodetic Survey in June 1991..
 TF1394
 TF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1394
 TF1394.The geoid height was determined by GEOID03.
 TF1394
 TF1394.The dynamic height is computed by dividing the NAVD 88
 TF1394.geopotential number by the normal gravity value computed on the
 TF1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1394.degrees latitude (g = 980.6199 gals.).
 TF1394
 TF1394.The modeled gravity was interpolated from observed gravity values.
 TF1394
 TF1394;                    North         East     Units Scale Factor Converg.
 TF1394;SPC ND N     -   197,121.974   493,727.707   MT  1.00000621   -1 04 32.7
 TF1394;SPC ND N     -   646,725.64  1,619,841.56   iFT  1.00000621   -1 04 32.7
 TF1394;UTM  14      - 5,405,399.529   283,545.690   MT  1.00017564   -2 12 57.5
 TF1394;UTM  13      - 5,405,714.443   724,444.861   MT  1.00021893   +2 17 52.2
 TF1394
 TF1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1394!SPC ND N     -   0.99991353  x   1.00000621  =   0.99991974
 TF1394!UTM  14      -   0.99991353  x   1.00017564  =   1.00008916
 TF1394!UTM  13      -   0.99991353  x   1.00021893  =   1.00013244
 TF1394
 TF1394:                Primary Azimuth Mark                     Grid Az
 TF1394:SPC ND N     -  SOURIS R TEL MST W OF MOHALL             090 46 23.2
 TF1394:UTM  14      -  SOURIS R TEL MST W OF MOHALL             091 54 48.0
 TF1394:UTM  13      -  SOURIS R TEL MST W OF MOHALL             087 23 58.3
 TF1394
 TF1394|---------------------------------------------------------------------|
 TF1394| PID    Reference Object                     Distance      Geod. Az  |
 TF1394|                                                           dddmmss.s |
 TF1394| TF2238 SOURIS R TEL MST W OF MOHALL        APPROX.18.4 KM 0894150.5 |
 TF1394| TF1393 NORMA RM 1                           64.106 METERS 17749     |
 TF1394| TF1392 NORMA RM 2                           65.440 METERS 26051     |
 TF1394| TF1389 NORMA AZ MK                                        2652106.8 |
 TF1394|---------------------------------------------------------------------|
 TF1394
 TF1394                          SUPERSEDED SURVEY CONTROL
 TF1394
 TF1394  NAD 83(1986)-  48 45 50.14909(N)    101 56 44.23590(W) AD(       ) 2
 TF1394  NAD 27      -  48 45 50.06300(N)    101 56 42.65400(W) AD(       ) 2
 TF1394  NGVD 29 (??/??/92)  571.288  (m)         1874.30   (f) ADJ UNCH    2 0
 TF1394
 TF1394.Superseded values are not recommended for survey control.
 TF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1394.See file dsdata.txt to determine how the superseded data were derived.
 TF1394
 TF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV8354605400(NAD 83)
 TF1394_MARKER: DS = TRIANGULATION STATION DISK
 TF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1394_STAMPING: NORMA 1963
 TF1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1394+STABILITY: SURFACE MOTION
 TF1394
 TF1394  HISTORY     - Date     Condition        Report By
 TF1394  HISTORY     - 1963     MONUMENTED       CGS
 TF1394  HISTORY     - 1963     GOOD             CGS
 TF1394
 TF1394                          STATION DESCRIPTION
 TF1394
 TF1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF1394'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 1-1/2 MILES
 TF1394'EAST OF NORMA, IN THE SOUTH EDGE OF A CULTIVATED FIELD AND
 TF1394'IN THE SOUTHWEST 1/4 OF SECTION 15, T161N AND R87W.
 TF1394'
 TF1394'TO REACH THE STATION FROM THE POST OFFICE IN NORMA, GO NORTH
 TF1394'FOR 0.5 MILE TO A T INTERSECTION, TURN LEFT, GO WEST AND
 TF1394'NORTH ON COUNTY ROUTE 1 FOR 2.0 MILES TO STATE ROUTE 5, TURN
 TF1394'LEFT, GO EAST ON STATE ROUTE 5 FOR 0.95 MILE TO THE AZIMUTH
 TF1394'MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE INTERSECTION,
 TF1394'CONTINUE EAST FOR 0.45 MILE TO THE STATION ON THE LEFT.
 TF1394'
 TF1394'THE STATION MARK IS A STANDARD DISK, STAMPED NORMA 1963, SET
 TF1394'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF1394'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 250 FEET
 TF1394'WEST OF THE SOUTHWEST CORNER OF HOUSE, 111 FEET NORTH OF THE
 TF1394'CENTER OF STATE ROUTE 5, 76 FEET NORTHWEST OF A POWERLINE
 TF1394'POLE AND 37 FEET NORTH OF THE WITNESS POST.
 TF1394'
 TF1394'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED NORMA NO 1
 TF1394'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1394'3 INCHES.  IT IS 99 FEET SOUTH OF THE CENTER LINE OF STATE
 TF1394'ROUTE 5 AND 1.0 FOOT NORTH OF A POWERLINE POLE.
 TF1394'
 TF1394'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED NORMA NO 2
 TF1394'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1394'WHICH PROJECTS 2 INCHES.  IT IS 76 FEET NORTH OF THE CENTER
 TF1394'OF STATE ROUTE 5 AND 1.0 FOOT EAST OF A POWERLINE POLE.
 TF1394'
 TF1394'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NORMA 1963, SET
 TF1394'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF1394'3 INCHES.  IT IS 107 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 TF1394'OF A CROSSROADS, 1.7 FEET NORTHWEST OF THE WITNESS POST AND
 TF1394'1.5 FEET NORTH OF A POWERLINE POLE.
 TF1394
 TF1394                          STATION RECOVERY (1963)
 TF1394
 TF1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF1394'17.1 MI E FROM BOWBELLS.
 TF1394'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TF1394'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TF1394'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 6.5 MILES EAST
 TF1394'ALONG STATE HIGHWAY 5, IN SECTION 15, T 161 N, R 87 W, 85 YARDS WEST
 TF1394'OF A FARM HOUSE, 109 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 53
 TF1394'FEET WEST OF THE CENTER LINE OF A FIELD DRIVEWAY, 74 FEET NORTHWEST OF
 TF1394'A POWER POLE, 37.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 TF1394'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 12-INCHES BELOW
 TF1394'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0881 ***********************************************************************
 RP0881  DESIGNATION -  NORMA
 RP0881  PID         -  RP0881
 RP0881  STATE/COUNTY-  ND/BARNES
 RP0881  USGS QUAD   -  FINGAL SW (1967)
 RP0881
 RP0881                         *CURRENT SURVEY CONTROL
 RP0881  ___________________________________________________________________
 RP0881* NAD 83(1996)-  46 45 40.03513(N)    097 55 25.76799(W)     ADJUSTED  
 RP0881* NAVD 88     -       452.78   (+/-2cm)    1485.5    (feet)  VERTCON   
 RP0881  ___________________________________________________________________
 RP0881  X           -    -603,447.701 (meters)                     COMP
 RP0881  Y           -  -4,335,570.249 (meters)                     COMP
 RP0881  Z           -   4,623,924.614 (meters)                     COMP
 RP0881  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 RP0881  ELLIP HEIGHT-         427.31  (meters)          (05/25/04) GPS OBS
 RP0881  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 RP0881
 RP0881  HORZ ORDER  -  FIRST
 RP0881  VERT ORDER  -  THIRD ? (See Below)
 RP0881  ELLP ORDER  -  FOURTH    CLASS II
 RP0881
 RP0881.The horizontal coordinates were established by classical geodetic methods
 RP0881.and adjusted by the National Geodetic Survey in January 1998..
 RP0881
 RP0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP0881.The vertical order pertains to the NGVD 29 superseded value.
 RP0881
 RP0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0881
 RP0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0881
 RP0881.The ellipsoidal height was determined by GPS observations
 RP0881.and is referenced to NAD 83.
 RP0881
 RP0881.The geoid height was determined by GEOID03.
 RP0881
 RP0881;                    North         East     Units Scale Factor Converg.
 RP0881;SPC ND S     -   124,882.331   796,757.420   MT  0.99993667   +1 52 44.5
 RP0881;SPC ND S     -   409,718.93  2,614,033.53   iFT  0.99993667   +1 52 44.5
 RP0881;UTM  14      - 5,179,181.180   582,180.515   MT  0.99968301   +0 47 02.6
 RP0881
 RP0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0881!SPC ND S     -   0.99993302  x   0.99993667  =   0.99986970
 RP0881!UTM  14      -   0.99993302  x   0.99968301  =   0.99961605
 RP0881
 RP0881:                Primary Azimuth Mark                     Grid Az
 RP0881:SPC ND S     -  CUBA MILLER ELEV CO VENTILATOR           031 46 42.7
 RP0881:UTM  14      -  CUBA MILLER ELEV CO VENTILATOR           032 52 24.6
 RP0881
 RP0881|---------------------------------------------------------------------|
 RP0881| PID    Reference Object                     Distance      Geod. Az  |
 RP0881|                                                           dddmmss.s |
 RP0881| RP0880 CUBA MILLER ELEV CO VENTILATOR      APPROX. 8.2 KM 0333927.2 |
 RP0881| CO6531 NORMA RM 1                           31.308 METERS 03456     |
 RP0881| RP0878 FINGAL MILLER ELEVATOR              APPROX.10.0 KM 0872410.7 |
 RP0881| CO6530 NORMA AZ MK                                        0893219.2 |
 RP0881| RP0871 ENDERLIN ATT MICROWAVE TOWER        APPROX.22.7 KM 1294211.1 |
 RP0881| RP0873 NOME ST PETERS CATHOLIC CHURCH      APPROX.12.6 KM 1471038.5 |
 RP0881| CO6532 NORMA RM 2                           20.780 METERS 18839     |
 RP0881| RP0877 KATHRYN FARMERS MUT ELEV VENT       APPROX. 9.7 KM 2000333.2 |
 RP0881| RQ0601 HASTINGS FARMERS ELEV M LT ROD      APPROX.15.5 KM 2361942.9 |
 RP0881| RQ0596 STANDARD OIL CO RADIO MAST          APPROX.17.2 KM 3035806.2 |
 RP0881|---------------------------------------------------------------------|
 RP0881
 RP0881                          SUPERSEDED SURVEY CONTROL
 RP0881
 RP0881  ELLIP H (03/16/99)  427.34   (m)                       GP(       ) 4 1
 RP0881  ELLIP H (01/23/98)  427.33   (m)                       GP(       ) 4 1
 RP0881  NAD 83(1986)-  46 45 40.03932(N)    097 55 25.75799(W) AD(       ) 1
 RP0881  NAD 27      -  46 45 40.10300(N)    097 55 24.38700(W) AD(       ) 1
 RP0881  NGVD 29 (07/19/86)  452.41   (m)         1484.3    (f) LEVELING    3  
 RP0881
 RP0881.Superseded values are not recommended for survey control.
 RP0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0881.See file dsdata.txt to determine how the superseded data were derived.
 RP0881
 RP0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS8218179181(NAD 83)
 RP0881_MARKER: DS = TRIANGULATION STATION DISK
 RP0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0881_SP_SET: CONCRETE POST
 RP0881_STAMPING: NORMA 1954
 RP0881_MARK LOGO: CGS   
 RP0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0881+STABILITY: SURFACE MOTION
 RP0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0881+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1991
 RP0881
 RP0881  HISTORY     - Date     Condition        Report By
 RP0881  HISTORY     - 1954     MONUMENTED       CGS
 RP0881  HISTORY     - 1967     GOOD             CGS
 RP0881  HISTORY     - 1983     GOOD             LOCENG
 RP0881  HISTORY     - 19911002 GOOD             NGS
 RP0881
 RP0881                          STATION DESCRIPTION
 RP0881
 RP0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 RP0881'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD
 RP0881'CONDITION.  LOCATION OF THE STATION IS ADEQUATELY DESCRIBED.  LAND
 RP0881'ON WHICH THE STATION IS ESTABLISHED, IS STILL OWNED BY A
 RP0881'MR. O.J. MASSJO.
 RP0881'
 RP0881'A DIFFERENCE OF 0.100 METERS WAS NOTED IN THE MEASURED DISTANCE TO
 RP0881'REFERENCE MARK NUMBER 1.  DISTANCE WAS MEASURED TWICE TO BE SURE.
 RP0881'
 RP0881'STATION IS REACHED FROM THE MAIN INTERSECTION WHICH IS IN THE
 RP0881'EAST EDGE OF THE SMALL TOWN OF FINGAL.  GO SOUTH ON A MACADAM
 RP0881'ROAD FOR 0.2 MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND GO WEST ON
 RP0881'A GRAVELED ROAD FOR 1 MILE TO AN INTERSECTION AND STOP SIGN,
 RP0881'CONTINUE WEST ON A GRAVELED ROAD FOR 6.0 MILES TO A GRAVELED
 RP0881'ROADS INTERSECTION AND THE AZIMUTH MARK IN THE NORTHWEST
 RP0881'ANGLE.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.45 MILE TO
 RP0881'THE STATION MARK ON THE RIGHT, AS DESCRIBED.
 RP0881'
 RP0881'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 RP0881'MONUMENTS.
 RP0881'
 RP0881'STATION MARK DISK IS STAMPED NORMA 1954 AND THE SURFACE MARK
 RP0881'PROJECTS ABOUT 2 INCHES.  MARK IS 114 FEET NORTH
 RP0881'OF THE APPROXIMATE CENTER OF AN EAST-WEST GRAVELED ROAD, 63.0
 RP0881'FEET NORTH-NORTHEAST OF A FENCE CORNER AND 16.8 FEET EAST OF A
 RP0881'NORTH-SOUTH FENCELINE.
 RP0881'
 RP0881'REFERENCE MARK NUMBER 1 DISK IS STAMPED NORMA NO 1 1954 AND THE
 RP0881'MARK PROJECTS ABOUT 1 INCH.  MARK IS 88.4 FEET WEST OF
 RP0881'THE APPROXIMATE CENTER OF THE WEST SIDE OF A METAL GRAIN BIN, 78.5
 RP0881'FEET EAST OF THE NORTH-SOUTH FENCELINE AND 19 FEET SOUTH OF A
 RP0881'SHELTER LINE OF TREES.
 RP0881'
 RP0881'REFERENCE MARK NUMBER 2 DISK IS STAMPED NORMA NO 2 1954 AND THE
 RP0881'MARK PROJECTS ABOUT 1 INCH.  MARK IS 46 FEET NORTH OF
 RP0881'THE APPROXIMATE CENTER OF THE EAST-WEST GRAVELED ROAD AND 7.4
 RP0881'FEET SOUTHEAST OF THE FENCE CORNER.
 RP0881'
 RP0881'AZIMUTH MARK DISK IS STAMPED NORMA 1954 AND THE MARK IS FLUSH
 RP0881'WITH THE SURFACE OF THE GROUND.  MARK IS 163 FEET
 RP0881'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROADS
 RP0881'INTERSECTION, 54 FEET WEST OF THE APPROXIMATE CENTER OF A
 RP0881'NORTH-SOUTH GRAVELED ROAD, 2.0 FEET WEST OF A POWERLINE POLE
 RP0881'AND 2.0 FEET NORTH OF A METAL WITNESS POST.
 RP0881'
 RP0881'HEIGHT OF LIGHT ABOVE STATION MARK 47.1 FEET.
 RP0881'
 RP0881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP0881'7-1/2 MILES WEST OF FINGAL.
 RP0881
 RP0881                          STATION RECOVERY (1983)
 RP0881
 RP0881'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JJ)
 RP0881'USGS NORMA 1954 RECOVERED GOOD.
 RP0881'
 RP0881'SET WITNESS POST ALONG NORTH SIDE OF MONUMENT.
 RP0881
 RP0881                          STATION RECOVERY (1991)
 RP0881
 RP0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RP0881'STATION IS LOCATED ABOUT 12 KM (7.5 MI) WEST OF FINGAL, AT SITE OF A
 RP0881'LONE METAL GRAIN BIN AND A NORTH-SOUTH FENCE LINE.
 RP0881'OWNERSHIP--PRESUMED TO BE MR. O.J. MASSJO.
 RP0881'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 32 AND AN
 RP0881'ASPHALT ROAD LEADING EAST TO FINGAL, LOCATED ABOUT 1.6 KM (1.0 MI)
 RP0881'WEST OF FINGAL, GO WEST ON A GRAVEL ROAD FOR 8.95 KM (5.56 MI) TO THE
 RP0881'STATION ON THE RIGHT.
 RP0881'STATION IS 34.7 M (113.8 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD,
 RP0881'24.3 M (79.7 FT) WEST-SOUTHWEST FROM THE SINGLE METAL GRAIN BIN, 5.1
 RP0881'M (16.7 FT) EAST FROM THE NORTH-SOUTH FENCE LINE, 19.0 M (62.3 FT)
 RP0881'NORTH-NORTHEAST FROM THE SOUTHERNMOST WOODEN FENCE POST OF THE FENCE
 RP0881'LINE, 20.4 M (66.9 FT) NORTH-NORTHEAST FROM REFERENCE MARK 2 AND A
 RP0881'METAL WITNESS POST AND IS ABOUT FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1389 ***********************************************************************
 TF1389  DESIGNATION -  NORMA AZ MK
 TF1389  PID         -  TF1389
 TF1389  STATE/COUNTY-  ND/RENVILLE
 TF1389  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1389
 TF1389                         *CURRENT SURVEY CONTROL
 TF1389  ___________________________________________________________________
 TF1389* NAD 83(1986)-  48 45 49.     (N)    101 57 22.     (W)     SCALED    
 TF1389* NAVD 88     -       572.309  (meters)    1877.65   (feet)  ADJUSTED  
 TF1389  ___________________________________________________________________
 TF1389  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 TF1389  DYNAMIC HT  -         572.426 (meters)    1878.03  (feet)  COMP
 TF1389  MODELED GRAV-     980,797.0   (mgal)                       NAVD 88
 TF1389
 TF1389  VERT ORDER  -  SECOND    CLASS 0
 TF1389
 TF1389.The horizontal coordinates were scaled from a topographic map and have
 TF1389.an estimated accuracy of +/- 6 seconds.
 TF1389
 TF1389.The orthometric height was determined by differential leveling
 TF1389.and adjusted by the National Geodetic Survey in June 1991..
 TF1389
 TF1389.The geoid height was determined by GEOID03.
 TF1389
 TF1389.The dynamic height is computed by dividing the NAVD 88
 TF1389.geopotential number by the normal gravity value computed on the
 TF1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1389.degrees latitude (g = 980.6199 gals.).
 TF1389
 TF1389.The modeled gravity was interpolated from observed gravity values.
 TF1389
 TF1389;                    North         East    Units  Estimated Accuracy
 TF1389;SPC ND N     -   197,100.      492,960.      MT  (+/- 180 meters Scaled)
 TF1389
 TF1389                          SUPERSEDED SURVEY CONTROL
 TF1389
 TF1389  NGVD 29 (??/??/92)  571.913  (m)         1876.35   (f) ADJ UNCH    2 0
 TF1389
 TF1389.Superseded values are not recommended for survey control.
 TF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1389.See file dsdata.txt to determine how the superseded data were derived.
 TF1389
 TF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV827053(NAD 83)
 TF1389_MARKER: DZ = AZIMUTH MARK DISK
 TF1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1389_STAMPING: NORMA 1963
 TF1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1389+STABILITY: SURFACE MOTION
 TF1389
 TF1389  HISTORY     - Date     Condition        Report By
 TF1389  HISTORY     - 1963     MONUMENTED       CGS
 TF1389
 TF1389                          STATION DESCRIPTION
 TF1389
 TF1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1389'16.6 MI E FROM BOWBELLS.
 TF1389'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TF1389'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TF1389'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 6.0 MILES EAST
 TF1389'ALONG STATE HIGHWAY 5, IN SECTION 22, T 161 N, R 87 W, AT THE JUNCTION
 TF1389'OF A CROSS ROAD, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37
 TF1389'FEET WEST OF THE CENTER LINE OF THE CROSS ROAD, 1 FOOT NORTH OF A
 TF1389'POWER POLE, 2.2 FEET SOUTHWEST OF BENCH MARK R 338 RESET, 1.8 FEET
 TF1389'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 TF1389'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1393 ***********************************************************************
 TF1393  DESIGNATION -  NORMA RM 1
 TF1393  PID         -  TF1393
 TF1393  STATE/COUNTY-  ND/RENVILLE
 TF1393  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1393
 TF1393                         *CURRENT SURVEY CONTROL
 TF1393  ___________________________________________________________________
 TF1393* NAD 83(1986)-  48 45 49.     (N)    101 56 47.     (W)     SCALED    
 TF1393* NAVD 88     -       570.858  (meters)    1872.89   (feet)  ADJUSTED  
 TF1393  ___________________________________________________________________
 TF1393  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 TF1393  DYNAMIC HT  -         570.976 (meters)    1873.28  (feet)  COMP
 TF1393  MODELED GRAV-     980,797.6   (mgal)                       NAVD 88
 TF1393
 TF1393  VERT ORDER  -  SECOND    CLASS 0
 TF1393
 TF1393.The horizontal coordinates were scaled from a topographic map and have
 TF1393.an estimated accuracy of +/- 6 seconds.
 TF1393
 TF1393.The orthometric height was determined by differential leveling
 TF1393.and adjusted by the National Geodetic Survey in June 1991..
 TF1393
 TF1393.The geoid height was determined by GEOID03.
 TF1393
 TF1393.The dynamic height is computed by dividing the NAVD 88
 TF1393.geopotential number by the normal gravity value computed on the
 TF1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1393.degrees latitude (g = 980.6199 gals.).
 TF1393
 TF1393.The modeled gravity was interpolated from observed gravity values.
 TF1393
 TF1393;                    North         East    Units  Estimated Accuracy
 TF1393;SPC ND N     -   197,090.      493,670.      MT  (+/- 180 meters Scaled)
 TF1393
 TF1393                          SUPERSEDED SURVEY CONTROL
 TF1393
 TF1393  NGVD 29 (??/??/92)  570.463  (m)         1871.59   (f) ADJ UNCH    2 0
 TF1393
 TF1393.Superseded values are not recommended for survey control.
 TF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1393.See file dsdata.txt to determine how the superseded data were derived.
 TF1393
 TF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV834053(NAD 83)
 TF1393_MARKER: DR = REFERENCE MARK DISK
 TF1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1393_STAMPING: NORMA NO 1 1963
 TF1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1393+STABILITY: SURFACE MOTION
 TF1393
 TF1393  HISTORY     - Date     Condition        Report By
 TF1393  HISTORY     - 1963     MONUMENTED       CGS
 TF1393
 TF1393                          STATION DESCRIPTION
 TF1393
 TF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1393'17.1 MI E FROM BOWBELLS.
 TF1393'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TF1393'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TF1393'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 6.5 MILES EAST
 TF1393'ALONG STATE HIGHWAY 5, IN SECTION 15, T 161 N, R 87 W, 98 FEET SOUTH
 TF1393'OF THE CENTER LINE OF THE HIGHWAY, 207.0 FEET SOUTH OF AND ACROSS THE
 TF1393'HIGHWAY FROM NORMA 1963, 1 1/2 FEET NORTH OF A POWER POLE, 6-INCHES
 TF1393'NORTH OF A FENCE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 TF1393'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1392 ***********************************************************************
 TF1392  DESIGNATION -  NORMA RM 2
 TF1392  PID         -  TF1392
 TF1392  STATE/COUNTY-  ND/RENVILLE
 TF1392  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1392
 TF1392                         *CURRENT SURVEY CONTROL
 TF1392  ___________________________________________________________________
 TF1392* NAD 83(1986)-  48 45 49.     (N)    101 56 47.     (W)     SCALED    
 TF1392* NAVD 88     -       571.733  (meters)    1875.76   (feet)  ADJUSTED  
 TF1392  ___________________________________________________________________
 TF1392  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 TF1392  DYNAMIC HT  -         571.851 (meters)    1876.15  (feet)  COMP
 TF1392  MODELED GRAV-     980,797.6   (mgal)                       NAVD 88
 TF1392
 TF1392  VERT ORDER  -  SECOND    CLASS 0
 TF1392
 TF1392.The horizontal coordinates were scaled from a topographic map and have
 TF1392.an estimated accuracy of +/- 6 seconds.
 TF1392
 TF1392.The orthometric height was determined by differential leveling
 TF1392.and adjusted by the National Geodetic Survey in June 1991..
 TF1392
 TF1392.The geoid height was determined by GEOID03.
 TF1392
 TF1392.The dynamic height is computed by dividing the NAVD 88
 TF1392.geopotential number by the normal gravity value computed on the
 TF1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1392.degrees latitude (g = 980.6199 gals.).
 TF1392
 TF1392.The modeled gravity was interpolated from observed gravity values.
 TF1392
 TF1392;                    North         East    Units  Estimated Accuracy
 TF1392;SPC ND N     -   197,090.      493,670.      MT  (+/- 180 meters Scaled)
 TF1392
 TF1392                          SUPERSEDED SURVEY CONTROL
 TF1392
 TF1392  NGVD 29 (??/??/92)  571.338  (m)         1874.46   (f) ADJ UNCH    2 0
 TF1392
 TF1392.Superseded values are not recommended for survey control.
 TF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1392.See file dsdata.txt to determine how the superseded data were derived.
 TF1392
 TF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV834053(NAD 83)
 TF1392_MARKER: DR = REFERENCE MARK DISK
 TF1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1392_STAMPING: NORMA NO 2 1963
 TF1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1392+STABILITY: SURFACE MOTION
 TF1392
 TF1392  HISTORY     - Date     Condition        Report By
 TF1392  HISTORY     - 1963     MONUMENTED       CGS
 TF1392
 TF1392                          STATION DESCRIPTION
 TF1392
 TF1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1392'17.1 MI E FROM BOWBELLS.
 TF1392'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TF1392'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TF1392'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 6.5 MILES EAST
 TF1392'ALONG STATE HIGHWAY 5, IN SECTION 15, T 161 N, R 87 W, 76 FEET NORTH
 TF1392'OF THE CENTER LINE OF THE HIGHWAY, 216.0 FEET WEST OF NORMA 1963, 1
 TF1392'1/2 FEET EAST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 TF1392'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1093 ***********************************************************************
 RP1093  DESIGNATION -  NORMAN
 RP1093  PID         -  RP1093
 RP1093  STATE/COUNTY-  ND/CASS
 RP1093  USGS QUAD   -  NORMAN (1959)
 RP1093
 RP1093                         *CURRENT SURVEY CONTROL
 RP1093  ___________________________________________________________________
 RP1093* NAD 83(1996)-  46 38 34.69964(N)    096 55 34.29476(W)     ADJUSTED  
 RP1093* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 RP1093  ___________________________________________________________________
 RP1093  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 RP1093  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RP1093
 RP1093  HORZ ORDER  -  THIRD
 RP1093
 RP1093.The horizontal coordinates were established by classical geodetic methods
 RP1093.and adjusted by the National Geodetic Survey in January 1998..
 RP1093
 RP1093.The orthometric height was scaled from a topographic map.
 RP1093
 RP1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1093
 RP1093.The geoid height was determined by GEOID03.
 RP1093
 RP1093;                    North         East     Units Scale Factor Converg.
 RP1093;SPC ND S     -   114,745.121   873,504.358   MT  0.99994142   +2 36 24.0
 RP1093;SPC ND S     -   376,460.37  2,865,827.95   iFT  0.99994142   +2 36 24.0
 RP1093;SPC MN C     -   286,072.941   595,159.600   MT  0.99993646   -1 56 09.3
 RP1093;UTM  14      - 5,167,578.926   658,707.589   MT  0.99990961   +1 30 29.4
 RP1093
 RP1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1093!SPC ND S     -   0.99995974  x   0.99994142  =   0.99990116
 RP1093!SPC MN C     -   0.99995974  x   0.99993646  =   0.99989620
 RP1093!UTM  14      -   0.99995974  x   0.99990961  =   0.99986935
 RP1093
 RP1093:                Primary Azimuth Mark                     Grid Az
 RP1093:SPC ND S     -  NORMAN AZ MK                             177 54 26.6
 RP1093:SPC MN C     -  NORMAN AZ MK                             182 26 59.9
 RP1093:UTM  14      -  NORMAN AZ MK                             179 00 21.2
 RP1093
 RP1093|---------------------------------------------------------------------|
 RP1093| PID    Reference Object                     Distance      Geod. Az  |
 RP1093|                                                           dddmmss.s |
 RP1093| CP4385 NORMAN AZ MK                                       1803050.6 |
 RP1093| CP4386 NORMAN RM 1                           8.059 METERS 18241     |
 RP1093| CP4387 NORMAN RM 2                          28.095 METERS 26537     |
 RP1093|---------------------------------------------------------------------|
 RP1093
 RP1093                          SUPERSEDED SURVEY CONTROL
 RP1093
 RP1093  NAD 83(1986)-  46 38 34.69887(N)    096 55 34.28503(W) AD(       ) 3
 RP1093  NAD 27      -  46 38 34.82800(N)    096 55 32.98100(W) AD(       ) 3
 RP1093
 RP1093.Superseded values are not recommended for survey control.
 RP1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1093.See file dsdata.txt to determine how the superseded data were derived.
 RP1093
 RP1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS5870867579(NAD 83)
 RP1093_MARKER: DS = TRIANGULATION STATION DISK
 RP1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP1093
 RP1093  HISTORY     - Date     Condition        Report By
 RP1093  HISTORY     - 1954     MONUMENTED       CGS
 RP1093  HISTORY     - 1962     GOOD             CGS
 RP1093  HISTORY     - 1976     GOOD             NGS
 RP1093
 RP1093                          STATION DESCRIPTION
 RP1093
 RP1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (IRT)
 RP1093'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE
 RP1093'NORTHWEST 1/4 OF SEC. 31, T. 137 N., R. 49 W., ABOUT 7 MILES
 RP1093'NORTH OF WALCOTT, ABOUT 4.5 MILES EAST OF KINDRED AND ABOUT
 RP1093'0.15 MILES SOUTH OF A FARMHOUSE OWNED BY MR. M. TRYHUS.
 RP1093'
 RP1093'TO REACH FROM THE HIGH SCHOOL IN KINDRED--GO SOUTH ON GRAVELED
 RP1093'ROAD FOR 0.9 MILES TO STATE HIGHWAY 46, TURN LEFT AND GO EAST
 RP1093'ON HIGHWAY 46 FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 RP1093'GO NORTH ON DIRT ROAD FOR 0.8 MILES TO STATION ON RIGHT.
 RP1093'
 RP1093'THE STATION MARK, 42 FEET EAST OF THE CENTER OF A DIRT ROAD
 RP1093'AND 4 FEET SOUTH OF A WHITE WITNESS POST, IS LEVEL WITH THE
 RP1093'GROUND SURFACE, AND THE DISK IS STAMPED NORMAN 1954.
 RP1093'
 RP1093'REFERENCE MARK NO. 1, SOUTH OF THE STATION, IS 42 FEET EAST
 RP1093'OF THE CENTER OF A DIRT ROAD AND IS LEVEL WITH THE GROUND
 RP1093'SURFACE.  THE DISK IS STAMPED NORMAN NO 1 1954.
 RP1093'
 RP1093'REFERENCE MARK NO. 2, WEST OF THE STATION, IS 50 FEET WEST
 RP1093'OF THE CENTER OF A TRACK ROAD, 2 FEET EAST OF A TELEPHONE POLE,
 RP1093'AND PROJECTS THREE INCHES.  THE DISK IS STAMPED NORMAN NO 2 1954.
 RP1093'
 RP1093'THE AZIMUTH MARK, APPROXIMATELY 0.25 MILES SOUTH, IS 35 FEET
 RP1093'EAST OF THE CENTER OF A TRACK ROAD, 2 FEET EAST OF A WHITE
 RP1093'WITNESS POST AND PROJECTS 4 INCHES.  THE DISK IS STAMPED
 RP1093'NORMAN 1954.
 RP1093'
 RP1093'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RP1093
 RP1093                          STATION RECOVERY (1962)
 RP1093
 RP1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 RP1093'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RP1093'CONDITION.  THE STATION IS ABOUT 0.9 MILE NORTH OF STATE
 RP1093'HIGHWAY 46, 0.1 MILE SOUTH OF THE CROSSROADS TO THE NORTHWEST
 RP1093'OF A FARMHOUSE AND IS ABOUT 2 INCHES BELOW THE SURFACE OF
 RP1093'THE GROUND.
 RP1093'
 RP1093'R.M. NO. 2 IS 2 FEET EAST OF A TELEPHONE POLE INSTEAD OF 1
 RP1093'FOOT AS ORIGINALLY DESCRIBED.
 RP1093'
 RP1093'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 RP1093'RECOVERY.
 RP1093
 RP1093                          STATION RECOVERY (1976)
 RP1093
 RP1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RP1093'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 RP1093'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  METAL WITNESS
 RP1093'POSTS WERE SET 1.8 FEET NORTH OF THE STATION MARK, AND 1.2 FEET
 RP1093'SOUTH OF THE AZIMUTH MARK.
 RP1093'
 RP1093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RP1093'ABOUT 4.5 MILES EAST OF KINDRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1695 ***********************************************************************
 SN1695  DESIGNATION -  NORMAN
 SN1695  PID         -  SN1695
 SN1695  STATE/COUNTY-  ND/MERCER
 SN1695  USGS QUAD   -  STANTON (1981)
 SN1695
 SN1695                         *CURRENT SURVEY CONTROL
 SN1695  ___________________________________________________________________
 SN1695* NAD 83(1996)-  47 20 12.29275(N)    101 23 13.99674(W)     ADJUSTED  
 SN1695* NAVD 88     -       528.9    (meters)    1735.     (feet)  VERTCON   
 SN1695  ___________________________________________________________________
 SN1695  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 SN1695  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 SN1695
 SN1695  HORZ ORDER  -  SECOND
 SN1695
 SN1695.The horizontal coordinates were established by classical geodetic methods
 SN1695.and adjusted by the National Geodetic Survey in January 1998..
 SN1695
 SN1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1695
 SN1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1695
 SN1695.The geoid height was determined by GEOID03.
 SN1695
 SN1695;                    North         East     Units Scale Factor Converg.
 SN1695;SPC ND S     -   186,024.470   532,949.789   MT  0.99997425   -0 38 49.6
 SN1695;SPC ND S     -   610,316.50  1,748,522.93   iFT  0.99997425   -0 38 49.6
 SN1695;SPC ND N     -    37,826.386   532,946.754   MT  1.00002039   -0 39 36.8
 SN1695;SPC ND N     -   124,102.32  1,748,512.97   iFT  1.00002039   -0 39 36.8
 SN1695;UTM  14      - 5,245,350.253   319,657.770   MT  0.99999971   -1 45 21.3
 SN1695
 SN1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1695!SPC ND S     -   0.99992026  x   0.99997425  =   0.99989451
 SN1695!SPC ND N     -   0.99992026  x   1.00002039  =   0.99994064
 SN1695!UTM  14      -   0.99992026  x   0.99999971  =   0.99991997
 SN1695
 SN1695|---------------------------------------------------------------------|
 SN1695| PID    Reference Object                     Distance      Geod. Az  |
 SN1695|                                                           dddmmss.s |
 SN1695| CQ8690 NORMAN RM 1                          28.453 METERS 00125     |
 SN1695| SN1692 STANTON UNITED POWER W STACK        APPROX. 7.0 KM 1432920.8 |
 SN1695| CQ8691 NORMAN RM 2                          14.326 METERS 17930     |
 SN1695|---------------------------------------------------------------------|
 SN1695
 SN1695                          SUPERSEDED SURVEY CONTROL
 SN1695
 SN1695  NAD 83(1986)-  47 20 12.29120(N)    101 23 13.98647(W) AD(       ) 2
 SN1695  NAD 27      -  47 20 12.29695(N)    101 23 12.41690(W) AD(       ) 2
 SN1695  NGVD 29 (07/19/86)  528.5    (m)         1734.     (f) VERT ANG       
 SN1695
 SN1695.Superseded values are not recommended for survey control.
 SN1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1695.See file dsdata.txt to determine how the superseded data were derived.
 SN1695
 SN1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1965845350(NAD 83)
 SN1695_MARKER: DD = SURVEY DISK
 SN1695_SETTING: 0 = UNSPECIFIED SETTING
 SN1695
 SN1695  HISTORY     - Date     Condition        Report By
 SN1695  HISTORY     - 1967     MONUMENTED       USGS
 SN1695  HISTORY     - 1978     GOOD             LOCENG
 SN1695
 SN1695                          STATION DESCRIPTION
 SN1695
 SN1695'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 SN1695'THE STATION IS LOCATED ABOUT 2.2 MI N. OF THE TOWN OF STANTON,
 SN1695'T. 145 N., R. 84 W., NEAR THE MIDDLE OF SEC. 33.
 SN1695'
 SN1695'TO REACH THE STATION FROM THE COUNTY RD. NO. 3 AND RR. STATION AT THE
 SN1695'TOWN OF STANTON, GO N. ON COUNTY RD. NO. 3 FOR 1.2 MI TO STATION ON
 SN1695'RIGHT (E.) AT A T-RD. E.
 SN1695'
 SN1695'STATION MARK IS 44 FT S. AND 66 FT E. OF CENTER OF T-DRIVE E., 12
 SN1695'FT S. AND 6 FT W. OF FENCE COR., 6 FT W. OF WITNESS POST.  STAMPED
 SN1695'ET NORMAN 1967.
 SN1695'
 SN1695'REFERENCE MARK NO. 1 IS N. OF STATION, 59 FT N. AND 66 FT E. OF
 SN1695'CENTER OF T-DRIVE E..  STAMPED NORMAN NO. 1 1967.
 SN1695'
 SN1695'REFERENCE MARK NO. 2 IS S. OF STATION, 91 FT S. AND 66 FT E. OF
 SN1695'CENTER OF T-DRIVE E..  STAMPED NORMAN NO. 2 1967.
 SN1695'
 SN1695'AZIMUTH MARK - NONE SET.
 SN1695'
 SN1695'REFERENCE AZIMUTH TO UNITED POWER ASSOCIATION STACK.
 SN1695'
 SN1695'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON
 SN1695'ONE-HALF IN. COPPER COATED RODS, CENTERED IN 6 IN. TILE, 12 IN.
 SN1695'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 SN1695
 SN1695                          STATION RECOVERY (1978)
 SN1695
 SN1695'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (MPF)
 SN1695'ET NORMAN 1967 RECOVERED GOOD.
 SN1695'
 SN1695'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES NORTH OF
 SN1695'STANTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0782 ***********************************************************************
 SO0782  DESIGNATION -  NORTH
 SO0782  PID         -  SO0782
 SO0782  STATE/COUNTY-  ND/DUNN
 SO0782  USGS QUAD   -  NORTH KILLDEER MOUNTAIN (1958)
 SO0782
 SO0782                         *CURRENT SURVEY CONTROL
 SO0782  ___________________________________________________________________
 SO0782* NAD 83(1996)-  47 30 32.31666(N)    102 52 37.83832(W)     ADJUSTED  
 SO0782* NAVD 88     -       968.6    (meters)    3178.     (feet)  VERTCON   
 SO0782  ___________________________________________________________________
 SO0782  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 SO0782  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 SO0782
 SO0782  HORZ ORDER  -  FIRST
 SO0782
 SO0782.The horizontal coordinates were established by classical geodetic methods
 SO0782.and adjusted by the National Geodetic Survey in January 1998..
 SO0782
 SO0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0782
 SO0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0782
 SO0782.The geoid height was determined by GEOID03.
 SO0782
 SO0782;                    North         East     Units Scale Factor Converg.
 SO0782;SPC ND S     -   207,503.218   420,951.916   MT  1.00000518   -1 44 01.9
 SO0782;SPC ND S     -   680,784.84  1,381,075.84   iFT  1.00000518   -1 44 01.9
 SO0782;SPC ND N     -    59,352.448   420,956.469   MT  0.99998599   -1 46 08.2
 SO0782;SPC ND N     -   194,725.88  1,381,090.78   iFT  0.99998599   -1 46 08.2
 SO0782;UTM  13      - 5,263,911.390   659,846.648   MT  0.99991400   +1 33 56.4
 SO0782
 SO0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0782!SPC ND S     -   0.99985093  x   1.00000518  =   0.99985611
 SO0782!SPC ND N     -   0.99985093  x   0.99998599  =   0.99983692
 SO0782!UTM  13      -   0.99985093  x   0.99991400  =   0.99976494
 SO0782
 SO0782|---------------------------------------------------------------------|
 SO0782| PID    Reference Object                     Distance      Geod. Az  |
 SO0782|                                                           dddmmss.s |
 SO0782| CQ8693 NORTH RM 1                            8.600 METERS 13408     |
 SO0782| CQ8692 NORTH AZ MK                                        1543039.5 |
 SO0782| RS0394 BISMARCK BILLINGS AWY BCN 50        APPROX.82.1 KM 1570517.5 |
 SO0782| CQ8694 NORTH RM 2                           15.880 METERS 30354     |
 SO0782|---------------------------------------------------------------------|
 SO0782
 SO0782                          SUPERSEDED SURVEY CONTROL
 SO0782
 SO0782  NAD 83(1986)-  47 30 32.31195(N)    102 52 37.82933(W) AD(       ) 1
 SO0782  NAD 27      -  47 30 32.26700(N)    102 52 36.17100(W) AD(       ) 1
 SO0782  NGVD 29 (07/19/86)  968.1    (m)         3176.     (f) VERT ANG       
 SO0782
 SO0782.Superseded values are not recommended for survey control.
 SO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0782.See file dsdata.txt to determine how the superseded data were derived.
 SO0782
 SO0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN5984763911(NAD 83)
 SO0782_MARKER: DS = TRIANGULATION STATION DISK
 SO0782_SETTING: 0 = UNSPECIFIED SETTING
 SO0782
 SO0782  HISTORY     - Date     Condition        Report By
 SO0782  HISTORY     - 1941     MONUMENTED       CGS
 SO0782  HISTORY     - 1957     GOOD             USGS
 SO0782
 SO0782                          STATION DESCRIPTION
 SO0782
 SO0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SO0782'STATION IS ABOUT 10 MILES NNW OF THE TOWN OF KILLDEER, ABOUT
 SO0782'0.45 MILE E AND 0.45 MILE N OF THE SW CORNER OF SEC. 35,
 SO0782'T. 147 N, R. 96 W, AT THE EXTREME E END OF THE NORTH KILLDEER
 SO0782'MOUNTAIN, ON LAND OWNED BY CHRIS ROGNE WHO LIVES ABOUT 2
 SO0782'MILES W OF THE STATION.  IT IS A STANDARD STATION MARK WELDED
 SO0782'TO THE TOP OF A 4-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT
 SO0782'14 INCHES.  THE MARK IS STAMPED NORTH 1941.
 SO0782'
 SO0782'UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 SO0782'IN CONCRETE.
 SO0782'
 SO0782'REFERENCE MARK NO. 1 IS NEAR THE E EDGE OF THE BLUFF.  IT IS A
 SO0782'STANDARD REFERENCE MARK WELDED TO THE TOP OF A 4-INCH CAST-IRON
 SO0782'PIPE WHICH PROJECTS ABOUT 14 INCHES.  THE MARK IS STAMPED NORTH
 SO0782'NO. 1 1941.
 SO0782'
 SO0782'REFERENCE MARK NO. 2 IS NEAR THE N EDGE OF THE BLUFF.  IT IS A
 SO0782'STANDARD REFERENCE MARK WELDED TO THE TOP OF A 4-INCH CAST-IRON
 SO0782'PIPE WHICH PROJECTS ABOUT 18 INCHES.  THE MARK IS STAMPED NORTH
 SO0782'NO. 2 1941.
 SO0782'
 SO0782'THE AZIMUTH MARK IS 8 FEET E OF THE CENTER LINE OF A FARM ROAD,
 SO0782'1 FOOT W OF A N-S FENCE LINE AND 5 FEET N OF A WHITE REFERENCE
 SO0782'POST.  IT IS STAMPED NORTH 1941 AND PROJECTS ABOUT 10 INCHES.
 SO0782'
 SO0782'TO REACH THE STATION FROM THE WATER TANK IN KILLDEER, GO N
 SO0782'AND NW ON STATE HIGHWAY 22 FOR 8.85 MILES TO A CROSS ROAD,
 SO0782'TURN LEFT, W, AND GO 1 MILE TO A T-ROAD AND A WHITE SCHOOLHOUSE
 SO0782'ON THE LEFT, TURN RIGHT AND GO N ON DIRT ROAD FOR 0.95 MILE
 SO0782'TO A RIGHT TURN, CONTINUE STRAIGHT AHEAD, N, ON FARM ROAD FOR
 SO0782'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE FENCE LINE,
 SO0782'CONTINUE N ON TRACK ROAD FOR 0.9 MILE TO A WIRE GATE, PASS
 SO0782'THROUGH GATE AND GO 0.55 MILE TO AN OLD LOG CABIN.  STATION IS
 SO0782'ON HIGH BLUFF OVERLOOKING CABIN.
 SO0782'
 SO0782'24-FOOT SIGNALS AT STATIONS ECKELBERG AND STRAY, AND 4-FOOT
 SO0782'SIGNALS AT STATIONS LITVIN, KILLDEER AND LONE ARE VISIBLE
 SO0782'FROM THE GROUND.
 SO0782
 SO0782                          STATION RECOVERY (1957)
 SO0782
 SO0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SO0782'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2187 ***********************************************************************
 TF2187  DESIGNATION -  NORTH
 TF2187  PID         -  TF2187
 TF2187  STATE/COUNTY-  ND/WARD
 TF2187  USGS QUAD   -  BURLINGTON SE (1979)
 TF2187
 TF2187                         *CURRENT SURVEY CONTROL
 TF2187  ___________________________________________________________________
 TF2187* NAD 83(1996)-  48 20 30.39507(N)    101 17 44.51893(W)     ADJUSTED  
 TF2187* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 TF2187  ___________________________________________________________________
 TF2187  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 TF2187  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 TF2187
 TF2187  HORZ ORDER  -  SECOND
 TF2187
 TF2187.The horizontal coordinates were established by classical geodetic methods
 TF2187.and adjusted by the National Geodetic Survey in January 1998..
 TF2187
 TF2187.The orthometric height was scaled from a topographic map.
 TF2187
 TF2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2187
 TF2187.The geoid height was determined by GEOID03.
 TF2187
 TF2187;                    North         East     Units Scale Factor Converg.
 TF2187;SPC ND N     -   149,486.389   541,018.134   MT  0.99994589   -0 35 31.6
 TF2187;SPC ND N     -   490,440.91  1,774,993.88   iFT  0.99994589   -0 35 31.6
 TF2187;UTM  14      - 5,356,835.177   329,890.540   MT  0.99995555   -1 42 56.1
 TF2187
 TF2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2187!SPC ND N     -   0.99992479  x   0.99994589  =   0.99987068
 TF2187!UTM  14      -   0.99992479  x   0.99995555  =   0.99988034
 TF2187
 TF2187|---------------------------------------------------------------------|
 TF2187| PID    Reference Object                     Distance      Geod. Az  |
 TF2187|                                                           dddmmss.s |
 TF2187| CQ8696 NORTH RM 1                                         00137     |
 TF2187| TF2190 TRINITY LUTH CHURCH STEEPLE         APPROX. 3.2 KM 0911953.9 |
 TF2187| TF2152 MINOT MUNICIPAL TANK                APPROX.12.8 KM 1772615.8 |
 TF2187| CQ8697 NORTH RM 2                                         20706     |
 TF2187| CQ8695 NORTH AZ MK                                        2671347.5 |
 TF2187|---------------------------------------------------------------------|
 TF2187
 TF2187                          SUPERSEDED SURVEY CONTROL
 TF2187
 TF2187  NAD 83(1986)-  48 20 30.39446(N)    101 17 44.51721(W) AD(       ) 2
 TF2187  NAD 27      -  48 20 30.34600(N)    101 17 42.93720(W) AD(       ) 2
 TF2187
 TF2187.Superseded values are not recommended for survey control.
 TF2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2187.See file dsdata.txt to determine how the superseded data were derived.
 TF2187
 TF2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2989156835(NAD 83)
 TF2187_MARKER: DS = TRIANGULATION STATION DISK
 TF2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2187
 TF2187  HISTORY     - Date     Condition        Report By
 TF2187  HISTORY     - 1946     MONUMENTED       CGS
 TF2187  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TF2187  HISTORY     - 1954     MARK NOT FOUND   CGS
 TF2187
 TF2187                          STATION DESCRIPTION
 TF2187
 TF2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2187'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF MINOT ALONG
 TF2187'THE EAST SIDE OF PAVED U.S. HIGHWAY NO. 83, 179 FEET NORTH-NORTHEAST
 TF2187'OF A CROSS ROADS, 36 FEET EAST OF THE APPROXIMATE CENTER LINE
 TF2187'OF THE HIGHWAY, 5.7 FEET NORTHWEST OF A WITNESS POST AND 2.7
 TF2187'FEET WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 TF2187'AND THE DISK IS STAMPED NORTH 1946.
 TF2187'
 TF2187'REFERENCE MARK NO. 1 IS 47.94 FEET NORTH OF THE STATION, 38
 TF2187'FEET EAST OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY AND
 TF2187'1.4 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 1 INCH
 TF2187'AND THE DISK IS STAMPED NORTH NO 1 1946.
 TF2187'
 TF2187'REFERENCE MARK NO. 2 IS 156.30 FEET SOUTH-SOUTHWEST OF THE
 TF2187'STATION, 45 FEET NORTHWEST OF THE CROSS ROADS, 28 FEET WEST
 TF2187'OF THE APPROXIMATE CENTER LINE OF THE HIGHWAY AND 7 FEET
 TF2187'NORTH-NORTHWEST OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT
 TF2187'5 INCHES AND THE DISK IS STAMPED NORTH NO 2 1946.
 TF2187'
 TF2187'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE WEST OF THE STATION,
 TF2187'99 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
 TF2187'38 FEET NORTH OF THE APPROXIMATE CENTER LINE OF THE ROAD,
 TF2187'3.5 FEET EAST OF A WITNESS POST AND IN THE SOUTHEAST CORNER
 TF2187'OF THE SCHOOL YARD.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 TF2187'DISK IS STAMPED NORTH 1946.
 TF2187'
 TF2187'TO REACH THE STATION FROM MINOT AT THE STOP LIGHT AND OVERPASS
 TF2187'ON U.S. HIGHWAY NO. 83, GO NORTH ON THE HIGHWAY 7.4 MILES TO
 TF2187'THE CROSS ROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 TF2187'
 TF2187'TO REACH THE AZIMUTH MARK FROM THE STATION, AT THE CROSS ROADS
 TF2187'GO WEST ON THE GRADED GRAVEL ROAD 0.5 MILE TO THE SCHOOL HOUSE
 TF2187'AND THE STATION ON THE RIGHT AS DESCRIBED.
 TF2187'
 TF2187'NOTE--THE POINT OBSERVED WAS THE CROSSING OF THE APPROXIMATE
 TF2187'CENTER LINES OF THE HIGHWAY AND THE GRADED GRAVEL ROAD.
 TF2187'
 TF2187'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 TF2187
 TF2187                          STATION RECOVERY (1952)
 TF2187
 TF2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 TF2187'THE STATION AND REFERENCE MARKS ARE DESTROYED DUE TO ROAD
 TF2187'CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IS
 TF2187'IN GOOD CONDITION.  STATION NORTH 2 WAS ESTABLISHED USING DATA
 TF2187'FURNISHED BY THE NORTH DAKOTA HIGHWAY DEPARTMENT.
 TF2187
 TF2187                          STATION RECOVERY (1954)
 TF2187
 TF2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 TF2187'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE NOT RECOVERED.
 TF2187'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TF2187'U.S. HWY 83 HAS BEEN WIDENED AND DITCHED AT THE SITE AND IT
 TF2187'IS BELEIVED THAT THE STATION AND REFERENCE MARKS HAVE BEEN
 TF2187'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH4991 ***********************************************************************
 AH4991  SACS        -  This is a Secondary Airport Control Station.
 AH4991  DESIGNATION -  NORTH
 AH4991  PID         -  AH4991
 AH4991  STATE/COUNTY-  ND/STARK
 AH4991  USGS QUAD   -  DICKINSON SOUTH (1981)
 AH4991
 AH4991                         *CURRENT SURVEY CONTROL
 AH4991  ___________________________________________________________________
 AH4991* NAD 83(1996)-  46 48 00.51589(N)    102 47 52.64800(W)     ADJUSTED  
 AH4991* NAVD 88     -       787.72   (meters)    2584.4    (feet)  GPS OBS   
 AH4991  ___________________________________________________________________
 AH4991  X           -    -968,998.091 (meters)                     COMP
 AH4991  Y           -  -4,265,764.801 (meters)                     COMP
 AH4991  Z           -   4,627,145.689 (meters)                     COMP
 AH4991  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 AH4991  ELLIP HEIGHT-         770.60  (meters)          (06/09/03) GPS OBS
 AH4991  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 AH4991
 AH4991  HORZ ORDER  -  FIRST
 AH4991  ELLP ORDER  -  FOURTH    CLASS II
 AH4991
 AH4991.This mark is at Dickinson Airport (DIK)
 AH4991
 AH4991.The horizontal coordinates were established by GPS observations
 AH4991.and adjusted by the National Geodetic Survey in November 1998..
 AH4991
 AH4991.The orthometric height was determined by GPS observations and a
 AH4991.high-resolution geoid model.
 AH4991
 AH4991.GPS derived orthometric heights for airport stations designated as
 AH4991.PACS or SACS are published to 2 decimal places.  This maintains
 AH4991.centimeter relative accuracy between the PACS and SACS.  It does
 AH4991.not indicate centimeter accuracy relative to other marks which are
 AH4991.part of the NAVD 88 network.
 AH4991
 AH4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4991
 AH4991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH4991
 AH4991.The ellipsoidal height was determined by GPS observations
 AH4991.and is referenced to NAD 83.
 AH4991
 AH4991.The geoid height was determined by GEOID03.
 AH4991
 AH4991;                    North         East     Units Scale Factor Converg.
 AH4991;SPC ND S     -   128,558.941   424,612.125   MT  0.99993603   -1 40 33.9
 AH4991;SPC ND S     -   421,781.30  1,393,084.40   iFT  0.99993603   -1 40 33.9
 AH4991;UTM  13      - 5,185,309.546   668,032.216   MT  0.99994705   +1 36 20.2
 AH4991
 AH4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4991!SPC ND S     -   0.99987922  x   0.99993603  =   0.99981526
 AH4991!UTM  13      -   0.99987922  x   0.99994705  =   0.99982628
 AH4991
 AH4991                          SUPERSEDED SURVEY CONTROL
 AH4991
 AH4991  ELLIP H (11/06/98)  770.67   (m)                       GP(       ) 4 2
 AH4991
 AH4991.Superseded values are not recommended for survey control.
 AH4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4991.See file dsdata.txt to determine how the superseded data were derived.
 AH4991
 AH4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM6803285310(NAD 83)
 AH4991_MARKER: DD = SURVEY DISK
 AH4991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH4991_PROJECTION: FLUSH
 AH4991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4991+STABILITY: SURFACE MOTION
 AH4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4991+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1998
 AH4991
 AH4991  HISTORY     - Date     Condition        Report By
 AH4991  HISTORY     - UNK      MONUMENTED
 AH4991  HISTORY     - 19980821 GOOD             NGS
 AH4991
 AH4991                          STATION DESCRIPTION
 AH4991
 AH4991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH4991'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF DICKINSON AT THE
 AH4991'DICKINSON MUNICIPAL AIRPORT, ACROSS THE APRON AND TAXI FROM THE
 AH4991'TERMINAL, AND ADJACENT TO THE ASOS.  OWNERSHIP--DICKINSON MUNICIPAL
 AH4991'AIRPORT AUTHORITY, 11168 42 RS SW, ROUTE 4, BOX 130E, DICKINSON, ND
 AH4991'58601.  AIRPORT MANAGER IS BILL TOWLE.  PHONE 701-225-1062.  CONTACT
 AH4991'HIM ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.  TO
 AH4991'REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AH4991'HIGHWAY 94 AND STATE HIGHWAY 22 (EXIT 61) ON THE NORTH SIDE OF
 AH4991'DICKINSON, GO SOUTH ON STATE HIGHWAY 22 FOR 1.93 KM (1.20 MI) TO THE
 AH4991'JUNCTION OF BUSINESS HIGHWAY 94 JUST BEFORE A RAILROAD OVERPASS.
 AH4991'CONTINUE SOUTH ON HIGHWAY 22 FOR 8.45 KM (5.25 MI) TO THE AIRPORT
 AH4991'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT, WEST, ON THE ROAD FOR 0.43 KM
 AH4991'(0.25 MI) TO THE ENTRANCE TO A PARKING LOT ON THE LEFT, CONTINUE WEST
 AH4991'ON THE ROAD FOR 0.08 KM (0.05 MI) TO ROAD END AND A PAVED ROAD LEFT,
 AH4991'TURN LEFT, SOUTH, PASSING A ROW OF HANGARS FOR 0.12 KM (0.05 MI) TO
 AH4991'THE APRON, TURN LEFT, EAST, ON THE APRON FOR 0.16 KM (0.10 MI) TO A
 AH4991'TAXI ON THE RIGHT, TURN RIGHT, SOUTH, ALONG THE TAXI FOR 0.08 KM (0.05
 AH4991'MI) (0.05 TO A TAXI, BEAR LEFT, SOUTHEAST, CROSSING THE TAXI, THEN
 AH4991'SOUTH, ON A GRAVEL ROAD FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 AH4991'LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
 AH4991'PROJECTING 10 CM ABOVE THE GROUND, 80.0 M (262.5 FT) NORTHWEST OF THE
 AH4991'POLE FOR THE ASOS, 34.9 M (114.5 FT) WEST-NORTHWEST OF A 4 M (13.1 FT)
 AH4991'TALL STEEL POLE, 34.9 M (114.5 FT) EAST-NORTHEAST OF A 4 M (13.1 FT)
 AH4991'TALL STEEL POLE, 2.8 M (9.2 FT) EAST OF THE GRAVEL ROAD CENTER, AND
 AH4991'1.1 M (3.6 FT) WEST OF A FIBERGLASS WITNESS POST.  THIS IS A SECONDARY
 AH4991'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2188 ***********************************************************************
 TF2188  DESIGNATION -  NORTH 2
 TF2188  PID         -  TF2188
 TF2188  STATE/COUNTY-  ND/WARD
 TF2188  USGS QUAD   -  BURLINGTON SE (1979)
 TF2188
 TF2188                         *CURRENT SURVEY CONTROL
 TF2188  ___________________________________________________________________
 TF2188* NAD 83(1996)-  48 20 30.37772(N)    101 17 43.59927(W)     ADJUSTED  
 TF2188* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 TF2188  ___________________________________________________________________
 TF2188  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 TF2188  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 TF2188
 TF2188  HORZ ORDER  -  SECOND
 TF2188
 TF2188.The horizontal coordinates were established by classical geodetic methods
 TF2188.and adjusted by the National Geodetic Survey in January 1998..
 TF2188
 TF2188.The orthometric height was scaled from a topographic map.
 TF2188
 TF2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2188
 TF2188.The geoid height was determined by GEOID03.
 TF2188
 TF2188;                    North         East     Units Scale Factor Converg.
 TF2188;SPC ND N     -   149,485.657   541,037.064   MT  0.99994589   -0 35 30.9
 TF2188;SPC ND N     -   490,438.51  1,775,055.98   iFT  0.99994589   -0 35 30.9
 TF2188;UTM  14      - 5,356,834.075   329,909.452   MT  0.99995547   -1 42 55.4
 TF2188
 TF2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2188!SPC ND N     -   0.99992479  x   0.99994589  =   0.99987068
 TF2188!UTM  14      -   0.99992479  x   0.99995547  =   0.99988026
 TF2188
 TF2188|---------------------------------------------------------------------|
 TF2188| PID    Reference Object                     Distance      Geod. Az  |
 TF2188|                                                           dddmmss.s |
 TF2188| CQ8698 NORTH 2 RM 3                         14.603 METERS 00139     |
 TF2188| TF2190 TRINITY LUTH CHURCH STEEPLE         APPROX. 3.1 KM 0911948.3 |
 TF2188| CQ8699 NORTH 2 RM 4                         14.865 METERS 18149     |
 TF2188| CQ8695 NORTH AZ MK                                        2671943.7 |
 TF2188|---------------------------------------------------------------------|
 TF2188
 TF2188                          SUPERSEDED SURVEY CONTROL
 TF2188
 TF2188  NAD 83(1986)-  48 20 30.37711(N)    101 17 43.59752(W) AD(       ) 2
 TF2188  NAD 27      -  48 20 30.32870(N)    101 17 42.01760(W) AD(       ) 2
 TF2188
 TF2188.Superseded values are not recommended for survey control.
 TF2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2188.See file dsdata.txt to determine how the superseded data were derived.
 TF2188
 TF2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2990956834(NAD 83)
 TF2188_MARKER: DS = TRIANGULATION STATION DISK
 TF2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2188
 TF2188  HISTORY     - Date     Condition        Report By
 TF2188  HISTORY     - 1952     MONUMENTED       CGS
 TF2188  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TF2188
 TF2188                          STATION DESCRIPTION
 TF2188
 TF2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 TF2188'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF MINOT ALONG THE
 TF2188'EAST SIDE OF U.S. HIGHWAY NO. 83, 168 FEET NORTH OF THE CENTER
 TF2188'OF A GRAVELED ROAD, 105 FEET EAST OF THE CENTER OF THE HIGHWAY,
 TF2188'5 FEET SOUTH OF A TELEPHONE POLE, AND 2 FEET WEST OF A WIRE FENCE.
 TF2188'
 TF2188'TO REACH THE STATION FROM A RAILROAD OVERPASS NEAR THE NORTH
 TF2188'EDGE OF THE BUSINESS DISTRICT IN MINOT, GO NORTH ON U.S. HIGHWAY
 TF2188'NO. 83 FOR 7.4 MILES TO THE STATION ON THE RIGHT.  TO REACH
 TF2188'THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED ROAD
 TF2188'FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 TF2188'
 TF2188'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 TF2188'NORTH 2 1952.
 TF2188'
 TF2188'REFERENCE MARK NO. 3 IS 106 FEET EAST OF THE CENTER OF THE
 TF2188'HIGHWAY, AND 41 FEET NORTH OF THE TELEPHONE POLE.  IT PROJECTS
 TF2188'1 INCH, AND THE DISK IS STAMPED NORTH 2 NO 3 1952.
 TF2188'
 TF2188'REFERENCE MARK NO. 4 IS 120 FEET NORTH OF THE CENTER OF THE
 TF2188'GRAVELED ROAD, 104 FEET EAST OF THE CENTER OF THE HIGHWAY,
 TF2188'84 FEET NORTH OF A FENCE CORNER, AND 3 FEET WEST OF A WIRE
 TF2188'FENCE.  IT PROJECTS 1 INCH, AND THE DISK IS STAMPED NORTH 2
 TF2188'NO 4 1952.
 TF2188'
 TF2188'THE AZIMUTH MARK IS 99 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 TF2188'OF A SCHOOL BUILDING, 38 FEET NORTH OF THE CENTER OF A GRAVELED
 TF2188'ROAD, 3.5 FEET EAST OF A WITNESS POST, AND IN THE SOUTHEAST
 TF2188'CORNER OF THE SCHOOL YARD.  IT PROJECTS 3 INCHES, AND THE DISK
 TF2188'IS STAMPED NORTH 1946.
 TF2188
 TF2188                          STATION RECOVERY (1963)
 TF2188
 TF2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2188'THE STATION WAS RECOVERED AS DESCRIBED IN 1952, AND AFTER
 TF2188'BEING INTERSECTED FROM NORTH 3, WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2183 ***********************************************************************
 TF2183  DESIGNATION -  NORTH 3
 TF2183  PID         -  TF2183
 TF2183  STATE/COUNTY-  ND/WARD
 TF2183  USGS QUAD   -  BURLINGTON SE (1979)
 TF2183
 TF2183                         *CURRENT SURVEY CONTROL
 TF2183  ___________________________________________________________________
 TF2183* NAD 83(1996)-  48 20 29.24323(N)    101 17 46.57247(W)     ADJUSTED  
 TF2183* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 TF2183  ___________________________________________________________________
 TF2183  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TF2183  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 TF2183
 TF2183  HORZ ORDER  -  SECOND
 TF2183
 TF2183.The horizontal coordinates were established by classical geodetic methods
 TF2183.and adjusted by the National Geodetic Survey in January 1998..
 TF2183
 TF2183.The orthometric height was scaled from a topographic map.
 TF2183
 TF2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2183
 TF2183.The geoid height was determined by GEOID03.
 TF2183
 TF2183;                    North         East     Units Scale Factor Converg.
 TF2183;SPC ND N     -   149,451.251   540,975.484   MT  0.99994587   -0 35 33.1
 TF2183;SPC ND N     -   490,325.63  1,774,853.95   iFT  0.99994587   -0 35 33.1
 TF2183;UTM  14      - 5,356,800.883   329,847.209   MT  0.99995573   -1 42 57.6
 TF2183
 TF2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2183!SPC ND N     -   0.99992479  x   0.99994587  =   0.99987066
 TF2183!UTM  14      -   0.99992479  x   0.99995573  =   0.99988052
 TF2183
 TF2183|---------------------------------------------------------------------|
 TF2183| PID    Reference Object                     Distance      Geod. Az  |
 TF2183|                                                           dddmmss.s |
 TF2183| CQ8701 NORTH 3 RM 5                         25.175 METERS 00203     |
 TF2183| TF2188 NORTH 2                              70.543 METERS 06013     |
 TF2183| TF2191 MINOT INTL AIRPORT BEACON           APPROX. 9.7 KM 1750831.0 |
 TF2183| TF2156 MINOT SOUTH MUNICIPAL TANK          APPROX.13.7 KM 1822303.3 |
 TF2183| TF2164 SOUTH PRAIRIE TV STA KXMC MAST      APPROX.32.6 KM 1860528.1 |
 TF2183| TF2186 MINOT NORTH MUNICIPAL TANK          APPROX. 8.9 KM 1902736.6 |
 TF2183| CQ8702 NORTH 3 RM 6                         25.611 METERS 25315     |
 TF2183| CQ8700 NORTH 3 AZ MK                                      2681448.9 |
 TF2183|---------------------------------------------------------------------|
 TF2183
 TF2183                          SUPERSEDED SURVEY CONTROL
 TF2183
 TF2183  NAD 83(1986)-  48 20 29.24260(N)    101 17 46.57080(W) AD(       ) 2
 TF2183  NAD 27      -  48 20 29.19420(N)    101 17 44.99060(W) AD(       ) 2
 TF2183
 TF2183.Superseded values are not recommended for survey control.
 TF2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2183.See file dsdata.txt to determine how the superseded data were derived.
 TF2183
 TF2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU2984756801(NAD 83)
 TF2183_MARKER: DS = TRIANGULATION STATION DISK
 TF2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2183
 TF2183  HISTORY     - Date     Condition        Report By
 TF2183  HISTORY     - 1963     MONUMENTED       CGS
 TF2183  HISTORY     - 1977     GOOD             LOCENG
 TF2183
 TF2183                          STATION DESCRIPTION
 TF2183
 TF2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2183'THE STATION IS LOCATED 8 MILES NORTH OF MINOT, 7 MILES
 TF2183'NORTHEAST OF BURLINGTON, 5 MILES SOUTH OF THE MINOT AIR FORCE
 TF2183'BASE, IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD.
 TF2183'
 TF2183'TO REACH THE STATION FROM THE JUNCTION OF CITY ROUTE 2 AND 52
 TF2183'AND U.S. HIGHWAY 83 IN MINOT, GO NORTH ON U.S. HIGHWAY 83
 TF2183'FOR 7.8 MILES TO A CROSSROAD AND THE STATION ON THE LEFT AS
 TF2183'DESCRIBED.
 TF2183'
 TF2183'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A GRAVELED
 TF2183'ROAD FOR 0.55 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 TF2183'
 TF2183'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 TF2183'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED NORTH 3
 TF2183'1963.  IT IS 101 FEET WEST OF THE CENTER OF U.S. HIGHWAY 83,
 TF2183'59 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 23-1/2 FEET
 TF2183'NORTH OF A TELEPHONE POLE AND 3.1 FEET EAST OF A METAL WITNESS
 TF2183'POST.
 TF2183'
 TF2183'REFERENCE MARK NO. 5 IS A STANDARD DISK SET IN THE TOP OF
 TF2183'A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 TF2183'NORTH 3 NO 5 1963.  IT IS 101 FEET WEST OF THE CENTER OF
 TF2183'U.S. HIGHWAY 83 AND 2 FEET EAST OF EDGE OF A CULTIVATED FIELD.
 TF2183'
 TF2183'REFERENCE MARK NO. 6 IS A STANDARD DISK SET IN THE TOP OF A
 TF2183'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 TF2183'NORTH 3 NO 6 1963.  IT IS 81 FEET WEST OF A TELEPHONE
 TF2183'POLE AND 32-1/2 FEET NORTH OF THE CENTER OF AN EAST-WEST
 TF2183'GRAVELED ROAD.
 TF2183'
 TF2183'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 TF2183'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED NORTH
 TF2183'3 1963.  IT IS 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 TF2183'3 FEET EAST OF A METAL WITNESS POST AND 1.6 FEET SOUTH OF AN
 TF2183'EAST-WEST FENCE LINE.
 TF2183
 TF2183                          STATION RECOVERY (1977)
 TF2183
 TF2183'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (MF)
 TF2183'NORTH - 3 1963 RECOVERED GOOD STATION.
 TF2183'
 TF2183'NORTH - 3 1963 RECOVERED GOOD AZIMUTH MARK.
 TF2183'
 TF2183'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF MINOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH4421 ***********************************************************************
 DH4421  DESIGNATION -  NORTH DAKOTA POPULATION CENTER
 DH4421  PID         -  DH4421
 DH4421  STATE/COUNTY-  ND/WELLS
 DH4421  USGS QUAD   -  FESSENDEN WEST (1986)
 DH4421
 DH4421                         *CURRENT SURVEY CONTROL
 DH4421  ___________________________________________________________________
 DH4421* NAD 83(1996)-  47 38 40.80444(N)    099 37 42.79069(W)     ADJUSTED  
 DH4421* NAVD 88     -       490.8    (meters)    1610.     (feet)  GPS OBS   
 DH4421  ___________________________________________________________________
 DH4421  X           -    -720,106.780 (meters)                     COMP
 DH4421  Y           -  -4,244,661.680 (meters)                     COMP
 DH4421  Z           -   4,690,695.254 (meters)                     COMP
 DH4421  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 DH4421  ELLIP HEIGHT-         468.19  (meters)          (06/27/05) GPS OBS
 DH4421  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DH4421
 DH4421  HORZ ORDER  -  A
 DH4421  ELLP ORDER  -  FOURTH    CLASS I
 DH4421
 DH4421.The horizontal coordinates were established by GPS observations
 DH4421.and adjusted by the National Geodetic Survey in June 2005..
 DH4421
 DH4421.The orthometric height was determined by GPS observations and a
 DH4421.high-resolution geoid model.
 DH4421
 DH4421.Photographs are available for this station.
 DH4421
 DH4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4421
 DH4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4421
 DH4421.The ellipsoidal height was determined by GPS observations
 DH4421.and is referenced to NAD 83.
 DH4421
 DH4421.The geoid height was determined by GEOID03.
 DH4421
 DH4421;                    North         East     Units Scale Factor Converg.
 DH4421;SPC ND N     -    72,044.911   665,473.674   MT  0.99996516   +0 38 54.5
 DH4421;SPC ND N     -   236,367.82  2,183,312.58   iFT  0.99996516   +0 38 54.5
 DH4421;UTM  14      - 5,276,999.124   452,791.798   MT  0.99962739   -0 27 52.2
 DH4421
 DH4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4421!SPC ND N     -   0.99992662  x   0.99996516  =   0.99989178
 DH4421!UTM  14      -   0.99992662  x   0.99962739  =   0.99955404
 DH4421
 DH4421                          SUPERSEDED SURVEY CONTROL
 DH4421
 DH4421.No superseded survey control is available for this station.
 DH4421
 DH4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT5279276999(NAD 83)
 DH4421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH4421_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH4421+WITH SETTING: PAVEMENT
 DH4421_SP_SET: CONCRETE SLAB
 DH4421_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4421+STABILITY: SURFACE MOTION
 DH4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4421+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 DH4421
 DH4421  HISTORY     - Date     Condition        Report By
 DH4421  HISTORY     - 2003     MONUMENTED       NDSPLS
 DH4421  HISTORY     - 20040820 GOOD             NDSPLS
 DH4421
 DH4421                          STATION DESCRIPTION
 DH4421
 DH4421'DESCRIBED BY ND SOCIETY PROF LAND SURV 2004 (RL)
 DH4421'THE STATION IS LOCATED AT THE WELLS COUNTY FAIR GROUNDS IN FESSENDEN,
 DH4421'WEST-SOUTHWEST  OF THE FESTIVAL HALL.  OWNERSHIP--WELLS COUNTY.
 DH4421' 
 DH4421'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 DH4421'HIGHWAY 52 IN  FESSENDEN, GO EAST ON HIGHWAY 15 FOR 0.3 MILES TO
 DH4421'CABARET ON THE LEFT, CONTINUE EAST  FOR 0.03 MILES TO THE GATE TO
 DH4421'WELLS COUNTY FAIRGROUNDS ON RIGHT.  TURN RIGHT AND GO  THROUGH GATE.
 DH4421'KEEP RIGHT AND GO SOUTH FOR 0.05 MILES TO THE STONE WISHING WELL, TURN
 DH4421'EAST AND GO TO THE STATION, ON THE NORTH EDGE OF DRIVE.
 DH4421' 
 DH4421'THE STATION IS AN 8-INCH STATE OF NORTH DAKOTA CENSUS 2000 CENTER OF
 DH4421'POPULATION  COMMEMORATIVE DISK SET IN THE CENTER OF THE NORTH END OF A
 DH4421'6 FT SQUARE CONCRETE SLAB.   LOCATED 64.0 FT EAST OF A LIGHT POLE,
 DH4421'50.38 FEET NORTH OF THE NORTH FACE OF THE WISHING  WELL AND 27.90 FT
 DH4421'WEST OF A UTILITY POLE WITH LIGHT.  NOTE--THERE IS NO STAMPING ON
 DH4421'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0602 ***********************************************************************
 RQ0602  DESIGNATION -  NORTH LA MOURE LUTH CH VANE
 RQ0602  PID         -  RQ0602
 RQ0602  STATE/COUNTY-  ND/LA MOURE
 RQ0602  USGS QUAD   -  LITCHVILLE SE (1970)
 RQ0602
 RQ0602                         *CURRENT SURVEY CONTROL
 RQ0602  ___________________________________________________________________
 RQ0602* NAD 83(1996)-  46 34 22.34511(N)    098 05 19.63399(W)     ADJUSTED  
 RQ0602* NAVD 88     -                                                        
 RQ0602  ___________________________________________________________________
 RQ0602  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 RQ0602  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 RQ0602
 RQ0602  HORZ ORDER  -  THIRD
 RQ0602
 RQ0602.The horizontal coordinates were established by classical geodetic methods
 RQ0602.and adjusted by the National Geodetic Survey in January 1998..
 RQ0602
 RQ0602
 RQ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0602
 RQ0602.The geoid height was determined by GEOID03.
 RQ0602
 RQ0602;                    North         East     Units Scale Factor Converg.
 RQ0602;SPC ND S     -   103,567.087   784,804.549   MT  0.99994624   +1 45 31.3
 RQ0602;SPC ND S     -   339,787.03  2,574,818.07   iFT  0.99994624   +1 45 31.3
 RQ0602;UTM  14      - 5,158,104.145   569,825.450   MT  0.99965993   +0 39 42.5
 RQ0602
 RQ0602                          SUPERSEDED SURVEY CONTROL
 RQ0602
 RQ0602  NAD 83(1986)-  46 34 22.34936(N)    098 05 19.62529(W) AD(       ) 4
 RQ0602  NAD 27      -  46 34 22.44400(N)    098 05 18.26400(W) AD(       ) 3
 RQ0602
 RQ0602.Superseded values are not recommended for survey control.
 RQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0602.See file dsdata.txt to determine how the superseded data were derived.
 RQ0602
 RQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6982558104(NAD 83)
 RQ0602
 RQ0602  HISTORY     - Date     Condition        Report By
 RQ0602  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0602
 RQ0602                          STATION DESCRIPTION
 RQ0602
 RQ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0602'THE STATION IS THE VANE ATOP THE CHURCH THAT IS LOCATED ABOUT
 RQ0602'0.7 MILE WEST OF THE VILLAGE OF NORTH LA MOURE.  IT IS A WOODEN
 RQ0602'BUILDING, PAINTED WHITE WITH A BLACK SPIRE THAT IS APPROXIMATELY
 RQ0602'40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0315 ***********************************************************************
 RP0315  DESIGNATION -  NORTH MERIDIAN
 RP0315  PID         -  RP0315
 RP0315  STATE/COUNTY-  ND/CASS
 RP0315  USGS QUAD   -  FARGO SOUTH (1993)
 RP0315
 RP0315                         *CURRENT SURVEY CONTROL
 RP0315  ___________________________________________________________________
 RP0315* NAD 83(1986)-  46 52 22.     (N)    096 47 36.     (W)     SCALED    
 RP0315* NAVD 88     -       275.015  (meters)     902.28   (feet)  POSTED    
 RP0315  ___________________________________________________________________
 RP0315  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP0315  DYNAMIC HT  -         275.040 (meters)     902.36  (feet)  COMP
 RP0315  MODELED GRAV-     980,694.5   (mgal)                       NAVD 88
 RP0315
 RP0315  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RP0315
 RP0315.The horizontal coordinates were scaled from a topographic map and have
 RP0315.an estimated accuracy of +/- 6 seconds.
 RP0315
 RP0315.The orthometric height was determined by differential leveling
 RP0315.and adjusted by the National Geodetic Survey in 1992..
 RP0315.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RP0315.rate of 2.1 thru 3.0 mm/km.
 RP0315
 RP0315.The geoid height was determined by GEOID03.
 RP0315
 RP0315.The dynamic height is computed by dividing the NAVD 88
 RP0315.geopotential number by the normal gravity value computed on the
 RP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0315.degrees latitude (g = 980.6199 gals.).
 RP0315
 RP0315.The modeled gravity was interpolated from observed gravity values.
 RP0315
 RP0315;                    North         East    Units  Estimated Accuracy
 RP0315;SPC ND S     -   140,730.      882,460.      MT  (+/- 180 meters Scaled)
 RP0315
 RP0315                          SUPERSEDED SURVEY CONTROL
 RP0315
 RP0315  NGVD 29 (??/??/92)  274.730  (m)          901.34   (f) ADJ UNCH    2 0
 RP0315
 RP0315.Superseded values are not recommended for survey control.
 RP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0315.See file dsdata.txt to determine how the superseded data were derived.
 RP0315
 RP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS681933(NAD 83)
 RP0315_MARKER: DD = SURVEY DISK
 RP0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0315_SP_SET: STONE
 RP0315_STAMPING: 901.353
 RP0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0315+STABILITY: SURFACE MOTION
 RP0315
 RP0315  HISTORY     - Date     Condition        Report By
 RP0315  HISTORY     - UNK      MONUMENTED       USGS
 RP0315  HISTORY     - 1963     GOOD             NGS
 RP0315  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0315
 RP0315                          STATION DESCRIPTION
 RP0315
 RP0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0315'IN FARGO.
 RP0315'AT FARGO, CASS COUNTY, AT THE COURTHOUSE, 94.7 FEET NORTH OF THE
 RP0315'NORTHEAST CORNER OF THE BUILDING, AND 47.8 FEET WEST AND 3.7 FEET
 RP0315'SOUTH OF THE NORTHEAST CORNER OF THE COURTHOUSE YARD.  A UNITED STATES
 RP0315'GEOLOGICAL SURVEY STANDARD MERIDIAN-MARK DISK, STAMPED 901.353 AND SET
 RP0315'IN THE TOP OF A STONE POST.  NOTE-- AT THE CASS COUNTY COURTHOUSE.
 RP0315
 RP0315                          STATION RECOVERY (1982)
 RP0315
 RP0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0315'NOT RECOVERED.  NOTE, ACCORDING TO GROUNDS KEEPER, PROBABLY TAKEN OUT
 RP0315'WHEN COURTHOUSE ADDITION WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0365 ***********************************************************************
 SL0365  DESIGNATION -  NORTH MERIDIAN
 SL0365  PID         -  SL0365
 SL0365  STATE/COUNTY-  ND/GRAND FORKS
 SL0365  USGS QUAD   -  GRAND FORKS (1994)
 SL0365
 SL0365                         *CURRENT SURVEY CONTROL
 SL0365  ___________________________________________________________________
 SL0365* NAD 83(1986)-  47 55 30.     (N)    097 01 57.     (W)     SCALED    
 SL0365* NAVD 88     -       253.295  (meters)     831.02   (feet)  ADJUSTED  
 SL0365  ___________________________________________________________________
 SL0365  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL0365  DYNAMIC HT  -         253.343 (meters)     831.18  (feet)  COMP
 SL0365  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 SL0365
 SL0365  VERT ORDER  -  FIRST     CLASS II
 SL0365
 SL0365.The horizontal coordinates were scaled from a topographic map and have
 SL0365.an estimated accuracy of +/- 6 seconds.
 SL0365
 SL0365.The orthometric height was determined by differential leveling
 SL0365.and adjusted by the National Geodetic Survey in June 1991..
 SL0365.WARNING-Repeat measurements at this control monument indicate possible
 SL0365.vertical movement.
 SL0365
 SL0365.The geoid height was determined by GEOID03.
 SL0365
 SL0365.The dynamic height is computed by dividing the NAVD 88
 SL0365.geopotential number by the normal gravity value computed on the
 SL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0365.degrees latitude (g = 980.6199 gals.).
 SL0365
 SL0365.The modeled gravity was interpolated from observed gravity values.
 SL0365
 SL0365;                    North         East    Units  Estimated Accuracy
 SL0365;SPC ND N     -   108,680.      859,040.      MT  (+/- 180 meters Scaled)
 SL0365
 SL0365                          SUPERSEDED SURVEY CONTROL
 SL0365
 SL0365  NGVD 29 (??/??/92)  252.965  (m)          829.94   (f) ADJ UNCH    1 2
 SL0365
 SL0365.Superseded values are not recommended for survey control.
 SL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0365.See file dsdata.txt to determine how the superseded data were derived.
 SL0365
 SL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU469098(NAD 83)
 SL0365_MARKER: DD = SURVEY DISK
 SL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0365_STAMPING: MERIDIAN MARK 830.169
 SL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0365+STABILITY: SURFACE MOTION
 SL0365
 SL0365  HISTORY     - Date     Condition        Report By
 SL0365  HISTORY     - UNK      MONUMENTED       USGS
 SL0365  HISTORY     - 1934     GOOD             NGS
 SL0365  HISTORY     - 1963     GOOD             NGS
 SL0365
 SL0365                          STATION DESCRIPTION
 SL0365
 SL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SL0365'IN GRAND FORKS.
 SL0365'AT GRAND FORKS, GRAND FORKS COUNTY, ON FOURTH STREET, ACROSS THE
 SL0365'STREET FROM THE POST OFFICE, AT A PUBLIC SCHOOL, IN THE SCHOOLYARD, 5
 SL0365'FEET NORTHWEST OF THE EDGE OF THE SIDEWALK LEADING TO THE MAIN
 SL0365'ENTRANCE TO THE SCHOOL BUILDING, AND 3 FEET INSIDE THE SIDEWALK LINE
 SL0365'OF FOURTH STREET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 SL0365'STAMPED WITH AN ARROW AND MERIDIAN MARK 830.169 AND SET IN THE TOP OF
 SL0365'A BROWN SANDSTONE POST FLUSH WITH THE GROUND.
 SL0365
 SL0365                          STATION RECOVERY (1963)
 SL0365
 SL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SL0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2268 ***********************************************************************
 TE2268  DESIGNATION -  NORTH OUTLOOK
 TE2268  PID         -  TE2268
 TE2268  STATE/COUNTY-  ND/CAVALIER
 TE2268  USGS QUAD   -  
 TE2268
 TE2268                         *CURRENT SURVEY CONTROL
 TE2268  ___________________________________________________________________
 TE2268* NAD 83(1996)-  49 02 57.94742(N)    098 05 33.24786(W)     ADJUSTED  
 TE2268* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 TE2268  ___________________________________________________________________
 TE2268  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 TE2268  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 TE2268
 TE2268  HORZ ORDER  -  THIRD
 TE2268
 TE2268.The horizontal coordinates were established by classical geodetic methods
 TE2268.and adjusted by the National Geodetic Survey in January 1998..
 TE2268
 TE2268.The orthometric height was scaled from a topographic map.
 TE2268
 TE2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2268
 TE2268.The geoid height was determined by GEOID03.
 TE2268
 TE2268;                    North         East     Units Scale Factor Converg.
 TE2268;SPC ND N     -   230,626.503   775,966.737   MT  1.00007808   +1 47 29.2
 TE2268;SPC ND N     -   756,648.63  2,545,822.63   iFT  1.00007808   +1 47 29.2
 TE2268;UTM  14      - 5,433,347.268   566,305.714   MT  0.99965401   +0 41 07.4
 TE2268
 TE2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2268!SPC ND N     -   0.99993755  x   1.00007808  =   1.00001563
 TE2268!UTM  14      -   0.99993755  x   0.99965401  =   0.99959158
 TE2268
 TE2268:                Primary Azimuth Mark                     Grid Az
 TE2268:SPC ND N     -  HASKETT N BASE STA                       091 41 52.0
 TE2268:UTM  14      -  HASKETT N BASE STA                       092 48 13.8
 TE2268
 TE2268|---------------------------------------------------------------------|
 TE2268| PID    Reference Object                     Distance      Geod. Az  |
 TE2268|                                                           dddmmss.s |
 TE2268| TD1296 HASKETT N BASE STA                  APPROX. 8.0 KM 0932921.2 |
 TE2268|---------------------------------------------------------------------|
 TE2268
 TE2268                          SUPERSEDED SURVEY CONTROL
 TE2268
 TE2268  NAD 83(1986)-  49 02 57.94135(N)    098 05 33.23632(W) AD(       ) 3
 TE2268
 TE2268.Superseded values are not recommended for survey control.
 TE2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2268.See file dsdata.txt to determine how the superseded data were derived.
 TE2268
 TE2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV6630633347(NAD 83)
 TE2268_MARKER: DD = SURVEY DISK
 TE2268_SETTING: 80 = SET IN A BOULDER
 TE2268_SP_SET: SET IN DRILL HOLE IN A BOULDER
 TE2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE2268+STABILITY: SURFACE MOTION
 TE2268
 TE2268  HISTORY     - Date     Condition        Report By
 TE2268  HISTORY     - 1911     MONUMENTED       IBC
 TE2268
 TE2268                          STATION DESCRIPTION
 TE2268
 TE2268'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (JJM)
 TE2268'ABOUT 3-1/2 MILES NORTH OF INTERNATIONAL BOUNDARY MONUMENT 792, ON
 TE2268'THE HIGHEST POINT OF A KNOLL ON A PROMINENT RIDGE RUNNING NORTH AND
 TE2268'SOUTH, IN SE 1/4 SECTION 20, TOWNSHIP 1, RANGE 5 W, PRINCIPAL
 TE2268'MERIDIAN.  THE STATION IS IN A ROCKY PASTURE FIELD.
 TE2268'
 TE2268'STATION MARK--ORIGINALLY A WOODEN HUB.  IN 1919 IT WAS RE - MARKED AS
 TE2268'FOLLOWS--A BRONZE DISK, MARKED---U. S. AND C. B. SURVEY---, WAS SET
 TE2268'IN THE TOP OF A GRANITE BOULDER, 10 BY 10 BY 18 INCHES, SET ON END
 TE2268'WITH THE TOP JUST ABOVE THE SURFACE OF THE GROUND.  THE SUBSURFACE
 TE2268'MARK IS A CROSS IN A GRANITE BOULDER 12 BY 12 BY 6 INCHES SET 20
 TE2268'INCHES UNDERGROUND.  THE REFERENCE MARK IS A ---V--- CUT IN A LARGE
 TE2268'BOULDER 6.51 METERS NEARLY DUE EAST FROM THE STATION, A SECOND
 TE2268'REFERENCE MARK IS A SIMILAR---V---CUT IN A BOULDER 3 FEET LONG AND
 TE2268'18 INCHES WIDE, 4.66 METERS NEARLY NORTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2073 ***********************************************************************
 TF2073  DESIGNATION -  NORTH PRAIRIE LUTH CH STEEPLE
 TF2073  PID         -  TF2073
 TF2073  STATE/COUNTY-  ND/MCHENRY
 TF2073  USGS QUAD   -  NORWICH (1949)
 TF2073
 TF2073                         *CURRENT SURVEY CONTROL
 TF2073  ___________________________________________________________________
 TF2073* NAD 83(1996)-  48 09 39.52134(N)    100 53 09.33222(W)     ADJUSTED  
 TF2073* NAVD 88     -                                                        
 TF2073  ___________________________________________________________________
 TF2073  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 TF2073  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 TF2073
 TF2073  HORZ ORDER  -  THIRD
 TF2073
 TF2073.The horizontal coordinates were established by classical geodetic methods
 TF2073.and adjusted by the National Geodetic Survey in January 1998..
 TF2073
 TF2073
 TF2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2073
 TF2073.The geoid height was determined by GEOID03.
 TF2073
 TF2073;                    North         East     Units Scale Factor Converg.
 TF2073;SPC ND N     -   129,150.863   571,291.812   MT  0.99993673   -0 17 13.8
 TF2073;SPC ND N     -   423,723.30  1,874,316.97   iFT  0.99993673   -0 17 13.8
 TF2073;UTM  14      - 5,335,912.373   359,759.406   MT  0.99984166   -1 24 19.0
 TF2073
 TF2073                          SUPERSEDED SURVEY CONTROL
 TF2073
 TF2073  NAD 83(1986)-  48 09 39.52283(N)    100 53 09.33078(W) AD(       ) 4
 TF2073  NAD 27      -  48 09 39.48800(N)    100 53 07.80500(W) AD(       ) 3
 TF2073
 TF2073.Superseded values are not recommended for survey control.
 TF2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2073.See file dsdata.txt to determine how the superseded data were derived.
 TF2073
 TF2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5975935912(NAD 83)
 TF2073
 TF2073  HISTORY     - Date     Condition        Report By
 TF2073  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2073
 TF2073                          STATION DESCRIPTION
 TF2073
 TF2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2073'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF LEEDS AND 100
 TF2073'FEET WEST OF THE CENTERLINE OF GRAVEL ROAD.
 TF2073'
 TF2073'THE BUILDING IS OF WOODEN CONSTRUCTION, 70 FEET LONG, 30
 TF2073'FEET WIDE AND PAINTED WHITE.  IT FACES EAST AND THE STEEPLE
 TF2073'WHICH IS ON THE EAST END OF THE CHURCH IS 40 FEET HIGH AND
 TF2073'HAS A BALL NEAR THE TOP.
 TF2073'
 TF2073'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TF2073'
 TF2073'TO REACH THE STATION FROM LEEDS, GO NORTH FROM U.S. HIGHWAY
 TF2073'2 ON A GRAVEL ROAD WHICH IS ONE BLOCK WEST OF THE SCHOOL FOR
 TF2073'5.8 MILES.  TURN RIGHT AND GO EAST 0.5 MILE TO A T-ROAD LEFT.
 TF2073'TURN LEFT AND GO NORTH 1.2 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2015 ***********************************************************************
 TE2015  DESIGNATION -  NORTH PRAIRIE LUTHERAN CHURCH
 TE2015  PID         -  TE2015
 TE2015  STATE/COUNTY-  ND/TOWNER
 TE2015  USGS QUAD   -  HURRICANE LAKE EAST (1971)
 TE2015
 TE2015                         *CURRENT SURVEY CONTROL
 TE2015  ___________________________________________________________________
 TE2015* NAD 83(1996)-  48 23 20.42873(N)    099 25 42.25456(W)     ADJUSTED  
 TE2015* NAVD 88     -                                                        
 TE2015  ___________________________________________________________________
 TE2015  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 TE2015  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 TE2015
 TE2015  HORZ ORDER  -  THIRD
 TE2015
 TE2015.The horizontal coordinates were established by classical geodetic methods
 TE2015.and adjusted by the National Geodetic Survey in January 1998..
 TE2015
 TE2015
 TE2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2015
 TE2015.The geoid height was determined by GEOID03.
 TE2015
 TE2015;                    North         East     Units Scale Factor Converg.
 TE2015;SPC ND N     -   154,985.619   679,358.654   MT  0.99994993   +0 47 50.7
 TE2015;SPC ND N     -   508,483.00  2,228,866.98   iFT  0.99994993   +0 47 50.7
 TE2015;UTM  14      - 5,359,626.969   468,284.006   MT  0.99961236   -0 19 13.1
 TE2015
 TE2015                          SUPERSEDED SURVEY CONTROL
 TE2015
 TE2015  NAD 83(1986)-  48 23 20.42939(N)    099 25 42.24972(W) AD(       ) 4
 TE2015  NAD 27      -  48 23 20.44000(N)    099 25 40.76569(W) AD(       ) 3
 TE2015
 TE2015.Superseded values are not recommended for survey control.
 TE2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2015.See file dsdata.txt to determine how the superseded data were derived.
 TE2015
 TE2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU6828459627(NAD 83)
 TE2015
 TE2015  HISTORY     - Date     Condition        Report By
 TE2015  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE2015
 TE2015                          STATION DESCRIPTION
 TE2015
 TE2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE2015'THE CHURCH IS LOCATED ABOUT 1 MILE WEST OF SIMCOE ON THE
 TE2015'WEST SIDE OF A GRADED GRAVEL ROAD ABOUT 60 FEET FROM THE
 TE2015'APPROXIMATE CENTER LINE.
 TE2015'
 TE2015'THE CHURCH IS OF WHITE WOOD CONSTRUCTION WITH A GRAY SHINGLE
 TE2015'ROOF AND IS ABOUT 27 FEET WIDE AND 60 FEET LONG.  THE STEEPLE
 TE2015'IS ON THE EAST END OF THE BUILDING AND HAS A GRAY SHINGLE
 TE2015'ROOF.
 TE2015'
 TE2015'TO REACH THE CHURCH FROM THE POST OFFICE IN SINCOE GO SOUTH
 TE2015'0.3 MILE.  HERE TURN RIGHT AND GO WEST 0.9 MILES.  HERE TURN
 TE2015'RIGHT AND GO NORTH 0.5 MILE TO THE CHURCH ON THE LEFT AS
 TE2015'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0209 ***********************************************************************
 TG0209  DESIGNATION -  NORTHGATE
 TG0209  PID         -  TG0209
 TG0209  STATE/COUNTY-  ND/BURKE
 TG0209  USGS QUAD   -  BOWBELLS NW (1947)
 TG0209
 TG0209                         *CURRENT SURVEY CONTROL
 TG0209  ___________________________________________________________________
 TG0209* NAD 83(1996)-  48 57 07.21717(N)    102 14 42.41562(W)     ADJUSTED  
 TG0209* NAVD 88     -       582.192  (meters)    1910.07   (feet)  ADJUSTED  
 TG0209  ___________________________________________________________________
 TG0209  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 TG0209  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 TG0209  DYNAMIC HT  -         582.321 (meters)    1910.50  (feet)  COMP
 TG0209  MODELED GRAV-     980,812.9   (mgal)                       NAVD 88
 TG0209
 TG0209  HORZ ORDER  -  SECOND
 TG0209  VERT ORDER  -  SECOND    CLASS 0
 TG0209
 TG0209.The horizontal coordinates were established by classical geodetic methods
 TG0209.and adjusted by the National Geodetic Survey in January 1998..
 TG0209
 TG0209.The orthometric height was determined by differential leveling
 TG0209.and adjusted by the National Geodetic Survey in June 1991..
 TG0209
 TG0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG0209
 TG0209.The geoid height was determined by GEOID03.
 TG0209
 TG0209.The dynamic height is computed by dividing the NAVD 88
 TG0209.geopotential number by the normal gravity value computed on the
 TG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0209.degrees latitude (g = 980.6199 gals.).
 TG0209
 TG0209.The modeled gravity was interpolated from observed gravity values.
 TG0209
 TG0209;                    North         East     Units Scale Factor Converg.
 TG0209;SPC ND N     -   218,488.490   472,188.584   MT  1.00005072   -1 17 55.0
 TG0209;SPC ND N     -   716,825.75  1,549,175.14   iFT  1.00005072   -1 17 55.0
 TG0209;UTM  13      - 5,425,778.355   701,682.132   MT  1.00009972   +2 04 42.0
 TG0209
 TG0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG0209!SPC ND N     -   0.99991185  x   1.00005072  =   0.99996257
 TG0209!UTM  13      -   0.99991185  x   1.00009972  =   1.00001157
 TG0209
 TG0209|---------------------------------------------------------------------|
 TG0209| PID    Reference Object                     Distance      Geod. Az  |
 TG0209|                                                           dddmmss.s |
 TG0209| TG0208 NORTHGATE RM 1                       12.295 METERS 08151     |
 TG0209| TG1744 BOWBELLS MUNICIPAL TANK             APPROX.16.4 KM 1792706.7 |
 TG0209| TG1764 FLAXTON MUNICIPAL TANK              APPROX.12.3 KM 2413358.6 |
 TG0209| TG0211 NORTHGATE AZ MK                                    2693219.3 |
 TG0209| TG0210 NORTHGATE RM 2                       12.663 METERS 27840     |
 TG0209|---------------------------------------------------------------------|
 TG0209
 TG0209                          SUPERSEDED SURVEY CONTROL
 TG0209
 TG0209  NAD 83(1986)-  48 57 07.21691(N)    102 14 42.40010(W) AD(       ) 2
 TG0209  NAD 27      -  48 57 07.11130(N)    102 14 40.81720(W) AD(       ) 2
 TG0209  NGVD 29 (??/??/92)  581.79   (m)         1908.8    (f) COMPUTED    2 0
 TG0209
 TG0209.Superseded values are not recommended for survey control.
 TG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0209.See file dsdata.txt to determine how the superseded data were derived.
 TG0209
 TG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ0168225778(NAD 83)
 TG0209_MARKER: DS = TRIANGULATION STATION DISK
 TG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0209_STAMPING: NORTHGATE 1963
 TG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0209+STABILITY: SURFACE MOTION
 TG0209
 TG0209  HISTORY     - Date     Condition        Report By
 TG0209  HISTORY     - 1963     MONUMENTED       CGS
 TG0209  HISTORY     - 1963     GOOD             CGS
 TG0209
 TG0209                          STATION DESCRIPTION
 TG0209
 TG0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TG0209'THE STATION IS LOCATED ABOUT 6-3/4 MILES EAST AND 3-3/4 MILES
 TG0209'NORTH OF FLAXTON, 2-3/4 MILES SOUTH AND 3/4 MILE EAST OF
 TG0209'NORTHGATE, AT THE NORTH EDGE OF A CULTIVATED FIELD OWNED BY MR.
 TG0209'CARL KNUDSON, AND IN THE NORTHEAST 1/4 OF SECTION 17, T. 163 N.,
 TG0209'R. 89 W.
 TG0209'
 TG0209'TO REACH THE STATION FROM THE POST OFFICE IN BOWBELLS, FOLLOW
 TG0209'STATE HIGHWAY 8 NORTH-NORTHEAST FOR 0.3 MILE TO THE JUNCTION OF
 TG0209'STATE HIGHWAY 8 AND U.S. HIGHWAY 52.  TURN LEFT, NORTH, ON
 TG0209'U.S. HIGHWAY 52 FOR 5.9 MILES TO A POINT WHERE U.S. HIGHWAY
 TG0209'52 TURNS LEFT, WEST.  CONTINUE AHEAD, NORTH, ON THE GRAVELED ROAD
 TG0209'FOR 4.1 MILES TO A CROSSROAD.  TURN LEFT, WEST, FOR 0.25 MILE
 TG0209'TO THE STATION ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 TG0209'
 TG0209'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.7
 TG0209'MILE TO A T-JUNCTION AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 TG0209'OF THE INTERSECTION.
 TG0209'
 TG0209'THE STATION MARK, STAMPED NORTHGATE 1963, IS A STANDARD DISK
 TG0209'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS 1
 TG0209'FOOT BELOW THE SURFACE OF THE GROUND.  IT IS 43 FEET SOUTH
 TG0209'OF THE CENTER OF A ROAD, 6.9 FEET SOUTHWEST OF A WITNESS POST,
 TG0209'AND 5 FEET SOUTH OF A FENCE.
 TG0209'
 TG0209'REFERENCE MARK NO. 1, STAMPED NORTHGATE NO 1 1963, IS A STANDARD
 TG0209'DISK SET IN THE TOP OF A 12 - INCH SQUARE, CONCRETE POST THAT
 TG0209'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43.3 FEET
 TG0209'EAST OF THE WITNESS POST, 36 FEET SOUTH OF THE CENTER OF A
 TG0209'ROAD, AND 1 FOOT NORTH OF A FENCE.
 TG0209'
 TG0209'REFERENCE MARK NO. 2, STAMPED NORTHGATE NO 2 1963, IS A STANDARD
 TG0209'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 TG0209'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37.6 FEET WEST
 TG0209'OF THE WITNESS POST, 36 FEET SOUTH OF THE CENTER OF A ROAD,
 TG0209'AND 1 FOOT NORTH OF A FENCE.
 TG0209'
 TG0209'THE AZIMUTH MARK, STAMPED NORTHGATE 1963, IS A STANDARD DISK
 TG0209'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 TG0209'4 INCHES.  IT IS 100 FEET EAST OF THE CENTER OF A ROAD, 75 FEET
 TG0209'SOUTH OF THE CENTER OF A ROAD, 2.9 FEET NORTH-NORTHWEST OF A
 TG0209'WITNESS POST, AND 2 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 TG0209'POST.
 TG0209
 TG0209                          STATION RECOVERY (1963)
 TG0209
 TG0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TG0209'3.6 MI S FROM NORTHGATE.
 TG0209'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0209'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0209'HIGHWAY 8, THENCE 0.8 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 17,
 TG0209'T 163 N, R 89 W, AT THE CREST OF A SMALL RIDGE, 0.2 MILES WEST OF A
 TG0209'ROAD INTERSECTION, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 1/2
 TG0209'FEET SOUTH OF A FENCE, 6.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 TG0209'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST 1 FOOT BELOW
 TG0209'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0211 ***********************************************************************
 TG0211  DESIGNATION -  NORTHGATE AZ MK
 TG0211  PID         -  TG0211
 TG0211  STATE/COUNTY-  ND/BURKE
 TG0211  USGS QUAD   -  NORTHGATE (1949)
 TG0211
 TG0211                         *CURRENT SURVEY CONTROL
 TG0211  ___________________________________________________________________
 TG0211* NAD 83(1986)-  48 57 06.     (N)    102 15 38.     (W)     SCALED    
 TG0211* NAVD 88     -       580.525  (meters)    1904.61   (feet)  ADJUSTED  
 TG0211  ___________________________________________________________________
 TG0211  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 TG0211  DYNAMIC HT  -         580.654 (meters)    1905.03  (feet)  COMP
 TG0211  MODELED GRAV-     980,813.2   (mgal)                       NAVD 88
 TG0211
 TG0211  VERT ORDER  -  SECOND    CLASS 0
 TG0211
 TG0211.The horizontal coordinates were scaled from a topographic map and have
 TG0211.an estimated accuracy of +/- 6 seconds.
 TG0211
 TG0211.The orthometric height was determined by differential leveling
 TG0211.and adjusted by the National Geodetic Survey in June 1991..
 TG0211
 TG0211.The geoid height was determined by GEOID03.
 TG0211
 TG0211.The dynamic height is computed by dividing the NAVD 88
 TG0211.geopotential number by the normal gravity value computed on the
 TG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0211.degrees latitude (g = 980.6199 gals.).
 TG0211
 TG0211.The modeled gravity was interpolated from observed gravity values.
 TG0211
 TG0211;                    North         East    Units  Estimated Accuracy
 TG0211;SPC ND N     -   218,480.      471,060.      MT  (+/- 180 meters Scaled)
 TG0211
 TG0211                          SUPERSEDED SURVEY CONTROL
 TG0211
 TG0211  NGVD 29 (??/??/92)  580.13   (m)         1903.3    (f) COMPUTED    2 0
 TG0211
 TG0211.Superseded values are not recommended for survey control.
 TG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0211.See file dsdata.txt to determine how the superseded data were derived.
 TG0211
 TG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ005257(NAD 83)
 TG0211_MARKER: DZ = AZIMUTH MARK DISK
 TG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0211_STAMPING: NORTHGATE 1963
 TG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0211+STABILITY: SURFACE MOTION
 TG0211
 TG0211  HISTORY     - Date     Condition        Report By
 TG0211  HISTORY     - 1963     MONUMENTED       CGS
 TG0211
 TG0211                          STATION DESCRIPTION
 TG0211
 TG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0211'2.8 MI S FROM NORTHGATE.
 TG0211'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0211'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0211'HIGHWAY 8, IN SECTION 17, T 163 N, R 89 W, AT A ROAD JUNCTION, 100
 TG0211'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET SOUTH OF THE
 TG0211'CENTER LINE OF A ROAD LEADING EAST, 1 1/2 FEET NORTHWESTOF A CONCRETE
 TG0211'RIGHT OF WAY MARKER POST, 2.9 FEET NORTH OF A METAL WITNESS POST,
 TG0211'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 TG0211'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0208 ***********************************************************************
 TG0208  DESIGNATION -  NORTHGATE RM 1
 TG0208  PID         -  TG0208
 TG0208  STATE/COUNTY-  ND/BURKE
 TG0208  USGS QUAD   -  BOWBELLS NW (1947)
 TG0208
 TG0208                         *CURRENT SURVEY CONTROL
 TG0208  ___________________________________________________________________
 TG0208* NAD 83(1986)-  48 57 06.     (N)    102 14 42.     (W)     SCALED    
 TG0208* NAVD 88     -       582.487  (meters)    1911.04   (feet)  ADJUSTED  
 TG0208  ___________________________________________________________________
 TG0208  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 TG0208  DYNAMIC HT  -         582.617 (meters)    1911.47  (feet)  COMP
 TG0208  MODELED GRAV-     980,812.9   (mgal)                       NAVD 88
 TG0208
 TG0208  VERT ORDER  -  SECOND    CLASS 0
 TG0208
 TG0208.The horizontal coordinates were scaled from a topographic map and have
 TG0208.an estimated accuracy of +/- 6 seconds.
 TG0208
 TG0208.The orthometric height was determined by differential leveling
 TG0208.and adjusted by the National Geodetic Survey in June 1991..
 TG0208
 TG0208.The geoid height was determined by GEOID03.
 TG0208
 TG0208.The dynamic height is computed by dividing the NAVD 88
 TG0208.geopotential number by the normal gravity value computed on the
 TG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0208.degrees latitude (g = 980.6199 gals.).
 TG0208
 TG0208.The modeled gravity was interpolated from observed gravity values.
 TG0208
 TG0208;                    North         East    Units  Estimated Accuracy
 TG0208;SPC ND N     -   218,450.      472,200.      MT  (+/- 180 meters Scaled)
 TG0208
 TG0208                          SUPERSEDED SURVEY CONTROL
 TG0208
 TG0208  NGVD 29 (??/??/92)  582.091  (m)         1909.74   (f) ADJ UNCH    2 0
 TG0208
 TG0208.Superseded values are not recommended for survey control.
 TG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0208.See file dsdata.txt to determine how the superseded data were derived.
 TG0208
 TG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ016257(NAD 83)
 TG0208_MARKER: DR = REFERENCE MARK DISK
 TG0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0208_STAMPING: NORTHGATE NO 1 1963
 TG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0208+STABILITY: SURFACE MOTION
 TG0208
 TG0208  HISTORY     - Date     Condition        Report By
 TG0208  HISTORY     - 1963     MONUMENTED       CGS
 TG0208
 TG0208                          STATION DESCRIPTION
 TG0208
 TG0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0208'3.6 MI S FROM NORTHGATE.
 TG0208'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0208'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0208'HIGHWAY 8, THENCE 0.8 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 17,
 TG0208'T 163 N, R 89 W, 0.2 MILES WEST OF A ROAD INTERSECTION, 37 FEET SOUTH
 TG0208'OF THE CENTER LINE OF THE ROAD, 40.5 FEET NORTHEAST OF NORTHGATE 1963,
 TG0208'1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 TG0208'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0210 ***********************************************************************
 TG0210  DESIGNATION -  NORTHGATE RM 2
 TG0210  PID         -  TG0210
 TG0210  STATE/COUNTY-  ND/BURKE
 TG0210  USGS QUAD   -  BOWBELLS NW (1947)
 TG0210
 TG0210                         *CURRENT SURVEY CONTROL
 TG0210  ___________________________________________________________________
 TG0210* NAD 83(1986)-  48 57 06.     (N)    102 14 42.     (W)     SCALED    
 TG0210* NAVD 88     -       582.638  (meters)    1911.54   (feet)  ADJUSTED  
 TG0210  ___________________________________________________________________
 TG0210  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 TG0210  DYNAMIC HT  -         582.767 (meters)    1911.96  (feet)  COMP
 TG0210  MODELED GRAV-     980,812.9   (mgal)                       NAVD 88
 TG0210
 TG0210  VERT ORDER  -  SECOND    CLASS 0
 TG0210
 TG0210.The horizontal coordinates were scaled from a topographic map and have
 TG0210.an estimated accuracy of +/- 6 seconds.
 TG0210
 TG0210.The orthometric height was determined by differential leveling
 TG0210.and adjusted by the National Geodetic Survey in June 1991..
 TG0210
 TG0210.The geoid height was determined by GEOID03.
 TG0210
 TG0210.The dynamic height is computed by dividing the NAVD 88
 TG0210.geopotential number by the normal gravity value computed on the
 TG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0210.degrees latitude (g = 980.6199 gals.).
 TG0210
 TG0210.The modeled gravity was interpolated from observed gravity values.
 TG0210
 TG0210;                    North         East    Units  Estimated Accuracy
 TG0210;SPC ND N     -   218,450.      472,200.      MT  (+/- 180 meters Scaled)
 TG0210
 TG0210                          SUPERSEDED SURVEY CONTROL
 TG0210
 TG0210  NGVD 29 (??/??/92)  582.242  (m)         1910.24   (f) ADJ UNCH    2 0
 TG0210
 TG0210.Superseded values are not recommended for survey control.
 TG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0210.See file dsdata.txt to determine how the superseded data were derived.
 TG0210
 TG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ016257(NAD 83)
 TG0210_MARKER: DR = REFERENCE MARK DISK
 TG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0210_STAMPING: NORTHGATE NO 2 1963
 TG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0210+STABILITY: SURFACE MOTION
 TG0210
 TG0210  HISTORY     - Date     Condition        Report By
 TG0210  HISTORY     - 1963     MONUMENTED       CGS
 TG0210
 TG0210                          STATION DESCRIPTION
 TG0210
 TG0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0210'3.6 MI S FROM NORTHGATE.
 TG0210'ABOUT 0.6 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TG0210'RAILWAY STATION AT NORTHGATE, THENCE 2.2 MILES SOUTH ALONG STATE
 TG0210'HIGHWAY 8, THENCE 0.8 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 17,
 TG0210'T 163 N, R 89 W, 0.2 MILES WEST OF A ROAD INTERSECTION, 37 FEET SOUTH
 TG0210'OF THE CENTER LINE OF THE ROAD, 42.0 FEET NORTHWEST OF NORTHGATE 1963,
 TG0210'1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 TG0210'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1219 ***********************************************************************
 TD1219  DESIGNATION -  NORTON
 TD1219  PID         -  TD1219
 TD1219  STATE/COUNTY-  ND/WALSH
 TD1219  USGS QUAD   -  LANKIN (1972)
 TD1219
 TD1219                         *CURRENT SURVEY CONTROL
 TD1219  ___________________________________________________________________
 TD1219* NAD 83(1996)-  48 19 20.89679(N)    097 59 44.65051(W)     ADJUSTED  
 TD1219* NAVD 88     -       468.0    (meters)    1535.     (feet)  VERTCON   
 TD1219  ___________________________________________________________________
 TD1219  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 TD1219  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 TD1219
 TD1219  HORZ ORDER  -  FIRST
 TD1219
 TD1219.The horizontal coordinates were established by classical geodetic methods
 TD1219.and adjusted by the National Geodetic Survey in January 1998..
 TD1219
 TD1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD1219
 TD1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1219
 TD1219.The geoid height was determined by GEOID03.
 TD1219
 TD1219;                    North         East     Units Scale Factor Converg.
 TD1219;SPC ND N     -   150,054.752   785,670.900   MT  0.99994444   +1 51 48.6
 TD1219;SPC ND N     -   492,305.62  2,577,660.43   iFT  0.99994444   +1 51 48.6
 TD1219;UTM  14      - 5,352,629.904   574,445.074   MT  0.99966809   +0 45 00.4
 TD1219
 TD1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1219!SPC ND N     -   0.99993062  x   0.99994444  =   0.99987506
 TD1219!UTM  14      -   0.99993062  x   0.99966809  =   0.99959873
 TD1219
 TD1219|---------------------------------------------------------------------|
 TD1219| PID    Reference Object                     Distance      Geod. Az  |
 TD1219|                                                           dddmmss.s |
 TD1219| CO8028 NORTON RM 1                          82.668 METERS 07513     |
 TD1219| TD1220 LANKIN POLAR TEL RAD KAH 671        APPROX. 1.6 KM 0893756.9 |
 TD1219| TD1221 LANKIN FARMERS UNION ELEVR          APPROX. 5.5 KM 1030405.4 |
 TD1219| TD0450 J 420                                              1424220.1 |
 TD1219| TD1211 DAHLEN TV STA WDAZ                  APPROX.20.5 KM 1793214.0 |
 TD1219| TE1741 ADAMS MINNKOTA POWER RAD MAST       APPROX.11.5 KM 3320758.2 |
 TD1219| TE1740 ADAMS MUNICIPAL TANK                APPROX.12.5 KM 3321738.6 |
 TD1219| TE1742 ADAMS WALSH CO RAD STA KG 7821      APPROX. 3.0 KM 3333339.1 |
 TD1219| CO8029 NORTON RM 2                          91.032 METERS 34257     |
 TD1219|---------------------------------------------------------------------|
 TD1219
 TD1219                          SUPERSEDED SURVEY CONTROL
 TD1219
 TD1219  NAD 83(1986)-  48 19 20.89464(N)    097 59 44.64870(W) AD(       ) 1
 TD1219  NAD 27      -  48 19 20.91086(N)    097 59 43.30141(W) AD(       ) 1
 TD1219  NGVD 29 (07/19/86)  467.6    (m)         1534.     (f) VERT ANG       
 TD1219
 TD1219.Superseded values are not recommended for survey control.
 TD1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1219.See file dsdata.txt to determine how the superseded data were derived.
 TD1219
 TD1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7444552630(NAD 83)
 TD1219_MARKER: DS = TRIANGULATION STATION DISK
 TD1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1219
 TD1219  HISTORY     - Date     Condition        Report By
 TD1219  HISTORY     - 1967     MONUMENTED       CGS
 TD1219
 TD1219                          STATION DESCRIPTION
 TD1219
 TD1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TD1219'THE STATION IS ABOUT 12-1/4 MILES SOUTHWEST OF PARK RIVER, 7-1/4
 TD1219'MILES NORTH-NORTHWEST OF ADAMS, 3-1/4 MILES WEST OF LANKIN
 TD1219'AND JUST EAST OF THE HIGHEST POINT OF A SMALL KNOLL IN
 TD1219'CULTIVATED FIELD, ON PROPERTY OWNED BY ROLAND SWARTZ.
 TD1219'
 TD1219'TO REACH THE STATION FROM THE POST OFFICE IN LANKIN, GO SOUTH
 TD1219'ON WALSH COUNTY ROAD 14 FOR 0.2 MILE TO THE JUNCTION WITH
 TD1219'WALSH COUNTY ROAD 15, TURN RIGHT AND GO WEST ON WALSH COUNTY
 TD1219'ROAD 15, GRAVELED ROAD, FOR 2.9 MILES TO A GRAVELED SIDE ROAD
 TD1219'ON THE LEFT AND BENCH MARK J 420.  CONTINUE WEST ON WALSH
 TD1219'COUNTY ROAD 15 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND
 TD1219'GO NORTH ON GRAVELED ROAD FOR 0.85 MILE TO A DRIVEWAY ON THE
 TD1219'LEFT, TURN LEFT AND GO WEST UP DRIVEWAY FOR 0.15 MILE TO THE
 TD1219'RESIDENCE OF ROLAN SWARTZ ON THE RIGHT.  CONTINUE AHEAD,
 TD1219'NORTHWEST, THROUGH FARM YARD FOR 0.05 MILE TO A WIRE GATE,
 TD1219'PASS THROUGH THE GATE AND GO WEST ACROSS CULTIVATED FIELD
 TD1219'FOR 0.05 MILE TO THE STATION.
 TD1219'
 TD1219'STATION MARK IS A STANDARD DISK, STAMPED NORTON 1967, SET IN
 TD1219'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 TD1219'IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS 167.0 FEET WEST
 TD1219'OF A NORTH-SOUTH FENCE, 313.0 FEET SOUTHEAST OF A POWER LINE
 TD1219'POLE AND 300.0 FEET SOUTH OF A SHELTER BELT.  THE SURFACE
 TD1219'STATION MARK WAS SET UNDERGROUND TO FACILITATE CULTIVATION.
 TD1219'THE UNDERGROUND STATION MARK WAS SET 54 INCHES BELOW THE GROUND
 TD1219'SURFACE.
 TD1219'
 TD1219'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NORTON NO 1 1967,
 TD1219'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1219'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 8.5 FEET SOUTH
 TD1219'OF THE CENTERLINE OF A TRACK ROAD AND 2.0 FEET WEST OF THE
 TD1219'SOUTH GATE POST OF A WIRE GATE.  THE DISTANCE FROM THE AXIS OF
 TD1219'TELESCOPE IS 271.78 FEET.
 TD1219'
 TD1219'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NORTON NO 2 1967,
 TD1219'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1219'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 69.0 FEET
 TD1219'EAST-NORTHEAST OF A POWER LINE POLE AND 2.0 FEET EAST OF A WITNESS
 TD1219'POST.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 298.94
 TD1219'FEET.
 TD1219'
 TD1219'BENCH MARK J 420 IS A STANDARD DISK, STAMPED J 420 1964,
 TD1219'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 TD1219'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 105.0 FEET
 TD1219'SOUTH OF THE CENTERLINE OF WALSH COUNTY ROAD 15, 48.0 FEET
 TD1219'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD AND 1.5
 TD1219'FEET NORTH OF A WITNESS POST.
 TD1219'
 TD1219'NOTE--THE DISTANCE BETWEEN THE REFERENCE MARKS WERE NOT
 TD1219'MEASURED DUE TO EXTREME DIFFERENCE IN ELEVATION.
 TD1219'
 TD1219'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1304 ***********************************************************************
 SL1304  DESIGNATION -  NORWAY
 SL1304  PID         -  SL1304
 SL1304  STATE/COUNTY-  ND/TRAILL
 SL1304  USGS QUAD   -  HILLSBORO NW (1967)
 SL1304
 SL1304                         *CURRENT SURVEY CONTROL
 SL1304  ___________________________________________________________________
 SL1304* NAD 83(1996)-  47 27 17.50231(N)    097 09 20.05377(W)     ADJUSTED  
 SL1304* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 SL1304  ___________________________________________________________________
 SL1304  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 SL1304  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 SL1304
 SL1304  HORZ ORDER  -  SECOND
 SL1304
 SL1304.The horizontal coordinates were established by classical geodetic methods
 SL1304.and adjusted by the National Geodetic Survey in January 1998..
 SL1304
 SL1304.The orthometric height was scaled from a topographic map.
 SL1304
 SL1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1304
 SL1304.The geoid height was determined by GEOID03.
 SL1304
 SL1304;                    North         East     Units Scale Factor Converg.
 SL1304;SPC ND N     -    56,048.218   852,116.801   MT  0.99999584   +2 29 19.3
 SL1304;SPC ND N     -   183,885.23  2,795,658.80   iFT  0.99999584   +2 29 19.3
 SL1304;UTM  14      - 5,257,362.180   639,027.305   MT  0.99983753   +1 21 32.7
 SL1304
 SL1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1304!SPC ND N     -   0.99995878  x   0.99999584  =   0.99995462
 SL1304!UTM  14      -   0.99995878  x   0.99983753  =   0.99979632
 SL1304
 SL1304:                Primary Azimuth Mark                     Grid Az
 SL1304:SPC ND N     -  TAFT ELDORADO ELEV VENTILATOR            086 18 37.8
 SL1304:UTM  14      -  TAFT ELDORADO ELEV VENTILATOR            087 26 24.4
 SL1304
 SL1304|---------------------------------------------------------------------|
 SL1304| PID    Reference Object                     Distance      Geod. Az  |
 SL1304|                                                           dddmmss.s |
 SL1304| SL1298 TAFT ELDORADO ELEV VENTILATOR       APPROX. 6.5 KM 0884757.1 |
 SL1304| CO6534 NORWAY AZ MK                                       0925917.5 |
 SL1304| SL1297 HILLSBORO MUNICIPAL TANK            APPROX. 8.9 KM 1275047.9 |
 SL1304| SL1296 HILLSBORO TRAILL CO CTHSE DOME      APPROX. 9.0 KM 1292408.8 |
 SL1304| CO6535 NORWAY RM 1                          22.220 METERS 21211     |
 SL1304| CO6536 NORWAY RM 2                          24.405 METERS 29949     |
 SL1304|---------------------------------------------------------------------|
 SL1304
 SL1304                          SUPERSEDED SURVEY CONTROL
 SL1304
 SL1304  NAD 83(1986)-  47 27 17.50096(N)    097 09 20.04583(W) AD(       ) 2
 SL1304  NAD 27      -  47 27 17.56500(N)    097 09 18.72700(W) AD(       ) 2
 SL1304
 SL1304.Superseded values are not recommended for survey control.
 SL1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1304.See file dsdata.txt to determine how the superseded data were derived.
 SL1304
 SL1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT3902757362(NAD 83)
 SL1304_MARKER: DS = TRIANGULATION STATION DISK
 SL1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1304
 SL1304  HISTORY     - Date     Condition        Report By
 SL1304  HISTORY     - 1954     MONUMENTED       CGS
 SL1304
 SL1304                          STATION DESCRIPTION
 SL1304
 SL1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1304'THE STATION IS LOCATED NEAR THE SOUTHWEST 1/4 OF SEC. 15,
 SL1304'T. 146 N., R. 51 W., IN NORWAY TOWNSHIP, ABOUT 5.5 MILES
 SL1304'NORTHWEST OF HILLSBORO, AND ABOUT 5.5 MILES SOUTHWEST OF
 SL1304'CUMMINGS, IN THE YARD OF THE NORWAY TOWN HALL.
 SL1304'
 SL1304'TO REACH FROM THE TRAFFIC LIGHT IN HILLSBORO--GO NORTH ON U.S.
 SL1304'HIGHWAY 81 FOR 4.0 MILES TO CROSSROAD JUST SOUTH OF THE TAFT
 SL1304'ELEVATOR, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 4.2 MILES
 SL1304'TO CROSSROAD AND STATION ON RIGHT.
 SL1304'
 SL1304'THE STATION MARK, 109 FEET NORTH OF THE CENTER OF A GRAVEL
 SL1304'ROAD, 43 FEET NORTHEAST OF A WHITE WITNESS POST, 36 FEET EAST
 SL1304'OF THE NORTHEAST CORNER OF THE NORWAY TOWN HALL, AND 25 FEET
 SL1304'WEST OF THE EDGE OF A CULTIVATED FIELD, IS LEVEL WITH THE
 SL1304'GROUND SURFACE, AND THE DISK IS STAMPED NORWAY 1954.
 SL1304'
 SL1304'REFERENCE MARK NO. 1, SOUTH-SOUTHWEST OF THE STATION, IS
 SL1304'49 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, AND IS LEVEL WITH
 SL1304'THE GROUND SURFACE.  THE DISK IS STAMPED NORWAY NO 1 1954.
 SL1304'
 SL1304'REFERENCE MARK NO. 2, WEST-NORTHWEST OF THE STATION, IS 54 FEET
 SL1304'EAST OF THE CENTER OF A NORTH-AND-SOUTH ROAD, AND PROJECTS 1
 SL1304'INCH.  THE DISK IS STAMPED NORWAY NO 2 1954.
 SL1304'
 SL1304'THE AZIMUTH MARK, APPROXIMATELY 0.5 MILE EAST, IS 39 FEET SOUTH
 SL1304'OF THE CENTER OF A GRAVEL ROAD, 35 FEET EAST OF THE CENTER OF
 SL1304'A FIELD DRIVEWAY, 2 FEET SOUTHWEST OF A WHITE WITNESS POST,
 SL1304'1 FOOT WEST OF A POWER POLE, AND PROJECTS 6 INCHES.  THE DISK
 SL1304'IS STAMPED NORWAY 1954.
 SL1304'
 SL1304'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2043 ***********************************************************************
 TF2043  DESIGNATION -  NORWAY LUTH CHURCH STEEPLE
 TF2043  PID         -  TF2043
 TF2043  STATE/COUNTY-  ND/MCHENRY
 TF2043  USGS QUAD   -  KARLSRUHE NE (1950)
 TF2043
 TF2043                         *CURRENT SURVEY CONTROL
 TF2043  ___________________________________________________________________
 TF2043* NAD 83(1996)-  48 10 55.21932(N)    100 36 52.50752(W)     ADJUSTED  
 TF2043* NAVD 88     -                                                        
 TF2043  ___________________________________________________________________
 TF2043  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 TF2043  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF2043
 TF2043  HORZ ORDER  -  THIRD
 TF2043
 TF2043.The horizontal coordinates were established by classical geodetic methods
 TF2043.and adjusted by the National Geodetic Survey in January 1998..
 TF2043
 TF2043
 TF2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2043
 TF2043.The geoid height was determined by GEOID03.
 TF2043
 TF2043;                    North         East     Units Scale Factor Converg.
 TF2043;SPC ND N     -   131,423.202   591,479.680   MT  0.99993728   -0 05 07.0
 TF2043;SPC ND N     -   431,178.48  1,940,550.13   iFT  0.99993728   -0 05 07.0
 TF2043;UTM  14      - 5,337,790.090   379,985.174   MT  0.99977698   -1 12 12.4
 TF2043
 TF2043                          SUPERSEDED SURVEY CONTROL
 TF2043
 TF2043  NAD 83(1986)-  48 10 55.22108(N)    100 36 52.50711(W) AD(       ) 4
 TF2043  NAD 27      -  48 10 55.20100(N)    100 36 51.00900(W) AD(       ) 3
 TF2043
 TF2043.Superseded values are not recommended for survey control.
 TF2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2043.See file dsdata.txt to determine how the superseded data were derived.
 TF2043
 TF2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU7998537790(NAD 83)
 TF2043
 TF2043  HISTORY     - Date     Condition        Report By
 TF2043  HISTORY     - 1946     FIRST OBSERVED   CGS
 TF2043
 TF2043                          STATION DESCRIPTION
 TF2043
 TF2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2043'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF TOWNER AND
 TF2043'14 MILES EAST-SOUTHEAST OF GRANVILLE ABOUT 125 FEET NORTH
 TF2043'OF THE CENTERLINE OF ROAD.
 TF2043'
 TF2043'THE BUILDING IS A LIGHT COLORED BRICK WITH A TIN ROOF AND A
 TF2043'WOODEN STEEPLE WHICH IS ON THE SOUTH END OF THE CHURCH.  IT
 TF2043'IS 40 FEET LONG, 30 FEET WIDE AND FACES SOUTH.
 TF2043'
 TF2043'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
 TF2043'
 TF2043'TO REACH THE STATION FROM GRANVILLE, GO EAST ON U.S. HIGHWAY
 TF2043'2 FOR 6.1 MILES TO CROSSROADS.  TURN RIGHT AND GO SOUTH 1.5
 TF2043'MILES TO THE SCHOOL ON THE LEFT.  TURN LEFT AND GO EAST FOR
 TF2043'1.0 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH FOR 2.0
 TF2043'MILES TO WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND FOLLOW
 TF2043'MAIN ROAD EAST FOR 2.5 MILES TO GATE ON THE LEFT NEAR FENCE
 TF2043'CORNER AND THE AZIMUTH MARK TO TRIANGULATION STATION MOEN.
 TF2043'CONTINUE EAST FOR 0.8 MILE TO WHERE THE MAIN ROAD TURNS SOUTH.
 TF2043'TURN SOUTH AND GO 1.5 MILES TO A TURN RIGHT AND A MAILBOX ON
 TF2043'THE LEFT.  CONTINUE SOUTHWEST FOR 0.8 MILE TO FORKS.  TAKE
 TF2043'RIGHT FORK SOUTH FOR 0.4 MILE TO A T-ROAD RIGHT.  TURN
 TF2043'RIGHT AND GO WEST FOR 1.1 MILES.  TURN LEFT AND GO SOUTH 0.55
 TF2043'MILE TO BRIDGE ACROSS RIVER.  CROSS BRIDGE AND GO SOUTH
 TF2043'0.2 MILE TO A ROAD LEFT.  TURN LEFT AND GO EAST ON A
 TF2043'GRADED ROAD FOR 1.7 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF4864 ***********************************************************************
 DF4864  CBN         -  This is a Cooperative Base Network Control Station.
 DF4864  DESIGNATION -  NORWEGIAN ET
 DF4864  PID         -  DF4864
 DF4864  STATE/COUNTY-  ND/BILLINGS
 DF4864  USGS QUAD   -  FRYBURG (1962)
 DF4864
 DF4864                         *CURRENT SURVEY CONTROL
 DF4864  ___________________________________________________________________
 DF4864* NAD 83(1996)-  46 47 08.29361(N)    103 19 07.76591(W)     ADJUSTED  
 DF4864* NAVD 88     -       862.5    (meters)    2830.     (feet)  GPS OBS   
 DF4864  ___________________________________________________________________
 DF4864  X           -  -1,008,019.545 (meters)                     COMP
 DF4864  Y           -  -4,257,973.786 (meters)                     COMP
 DF4864  Z           -   4,626,096.412 (meters)                     COMP
 DF4864  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 DF4864  ELLIP HEIGHT-         845.94  (meters)          (04/07/03) GPS OBS
 DF4864  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 DF4864
 DF4864  HORZ ORDER  -  A
 DF4864  ELLP ORDER  -  THIRD     CLASS II
 DF4864
 DF4864.The horizontal coordinates were established by GPS observations
 DF4864.and adjusted by the National Geodetic Survey in April 2003..
 DF4864
 DF4864.The orthometric height was determined by GPS observations and a
 DF4864.high-resolution geoid model.
 DF4864
 DF4864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4864
 DF4864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4864
 DF4864.The ellipsoidal height was determined by GPS observations
 DF4864.and is referenced to NAD 83.
 DF4864
 DF4864.The geoid height was determined by GEOID03.
 DF4864
 DF4864;                    North         East     Units Scale Factor Converg.
 DF4864;SPC ND S     -   128,242.171   384,815.509   MT  0.99993622   -2 03 21.6
 DF4864;SPC ND S     -   420,742.03  1,262,518.07   iFT  0.99993622   -2 03 21.6
 DF4864;UTM  13      - 5,182,715.420   628,321.552   MT  0.99980239   +1 13 31.4
 DF4864
 DF4864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4864!SPC ND S     -   0.99986741  x   0.99993622  =   0.99980364
 DF4864!UTM  13      -   0.99986741  x   0.99980239  =   0.99966983
 DF4864
 DF4864                          SUPERSEDED SURVEY CONTROL
 DF4864
 DF4864.No superseded survey control is available for this station.
 DF4864
 DF4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM2832282715(NAD 83)
 DF4864_MARKER: DD = SURVEY DISK
 DF4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4864_STAMPING: 1960 2828 FEET NORWEGIAN ET
 DF4864_MARK LOGO: USGS  
 DF4864_PROJECTION: PROJECTING 30 CENTIMETERS
 DF4864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4864+STABILITY: SURFACE MOTION
 DF4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4864+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 DF4864
 DF4864  HISTORY     - Date     Condition        Report By
 DF4864  HISTORY     - 1960     MONUMENTED       USGS
 DF4864  HISTORY     - 20020618 GOOD             USDA
 DF4864
 DF4864                          STATION DESCRIPTION
 DF4864
 DF4864'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 2002 (CSM)
 DF4864'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTHEAST OF MEDORA, 9.2 MILES
 DF4864'SOUTHWEST OF
 DF4864'BELFIELD AND 5.7 MILES SOUTH OF FRYBURG ON USDA FOREST SERVICE
 DF4864'PROPERTY.
 DF4864' 
 DF4864'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94
 DF4864'AND STATE
 DF4864'HIGHWAY 85 (EXIT 42), GO SOUTH ON HIGHWAY 85 FOR 2.4 MILES TO THE
 DF4864'INTERSECTION OF ROAD 739
 DF4864'(38TH STREET SOUTHWEST).  TURN RIGHT AND GO WEST ON ROAD 739 FOR 5.4
 DF4864'MILES TO THE
 DF4864'JUNCTION OF ROAD 0419.  CONTINUE WEST ON ROAD 739 FOR 0.55 MILES TO
 DF4864'THE JUNCTION OF ROAD
 DF4864'762.  TURN LEFT AND GO SOUTH ON ROAD 762 FOR 5.05 MILES TO A TRACK
 DF4864'ROAD ON THE RIGHT.
 DF4864'TURN RIGHT AND GO WEST FOR 0.25 MILE TO THE STATION ON THE TOP OF A
 DF4864'RIDGE.
 DF4864'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0638 ***********************************************************************
 RQ0638  DESIGNATION -  NORWEGIAN LUTH CH NW OF OAKES
 RQ0638  PID         -  RQ0638
 RQ0638  STATE/COUNTY-  ND/DICKEY
 RQ0638  USGS QUAD   -  GLOVER (1952)
 RQ0638
 RQ0638                         *CURRENT SURVEY CONTROL
 RQ0638  ___________________________________________________________________
 RQ0638* NAD 83(1996)-  46 09 51.96625(N)    098 12 52.81505(W)     ADJUSTED  
 RQ0638* NAVD 88     -                                                        
 RQ0638  ___________________________________________________________________
 RQ0638  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 RQ0638  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RQ0638
 RQ0638  HORZ ORDER  -  THIRD
 RQ0638
 RQ0638.The horizontal coordinates were established by classical geodetic methods
 RQ0638.and adjusted by the National Geodetic Survey in January 1998..
 RQ0638
 RQ0638
 RQ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0638
 RQ0638.The geoid height was determined by GEOID03.
 RQ0638
 RQ0638;                    North         East     Units Scale Factor Converg.
 RQ0638;SPC ND S     -    57,897.773   776,479.762   MT  1.00000377   +1 40 00.8
 RQ0638;SPC ND S     -   189,953.32  2,547,505.78   iFT  1.00000377   +1 40 00.8
 RQ0638;UTM  14      - 5,112,617.350   560,629.392   MT  0.99964519   +0 33 59.4
 RQ0638
 RQ0638                          SUPERSEDED SURVEY CONTROL
 RQ0638
 RQ0638  NAD 83(1986)-  46 09 51.97172(N)    098 12 52.81088(W) AD(       ) 4
 RQ0638  NAD 27      -  46 09 52.09000(N)    098 12 51.44000(W) AD(       ) 3
 RQ0638
 RQ0638.Superseded values are not recommended for survey control.
 RQ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0638.See file dsdata.txt to determine how the superseded data were derived.
 RQ0638
 RQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6062912617(NAD 83)
 RQ0638_MARKER: 90 = CHURCH SPIRE
 RQ0638
 RQ0638  HISTORY     - Date     Condition        Report By
 RQ0638  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0638
 RQ0638                          STATION DESCRIPTION
 RQ0638
 RQ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0638'POINT OBSERVED UPON WAS THE TIP OF SPIRE OF THE NORWEGIAN
 RQ0638'LUTHERAN CHURCH LOCATED APPROXIMATELY 7-3/4 MILES WNW OF
 RQ0638'OAKES.  THE CHURCH IS A WHITE WOODEN STRUCTURE, BUILT IN 1898.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1981 ***********************************************************************
 TE1981  DESIGNATION -  NORWEGIAN LUTH CHURCH BELFRY
 TE1981  PID         -  TE1981
 TE1981  STATE/COUNTY-  ND/RAMSEY
 TE1981  USGS QUAD   -  PENN (1994)
 TE1981
 TE1981                         *CURRENT SURVEY CONTROL
 TE1981  ___________________________________________________________________
 TE1981* NAD 83(1996)-  48 08 24.35114(N)    099 04 16.53467(W)     ADJUSTED  
 TE1981* NAVD 88     -                                                        
 TE1981  ___________________________________________________________________
 TE1981  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 TE1981  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 TE1981
 TE1981  HORZ ORDER  -  THIRD
 TE1981
 TE1981.The horizontal coordinates were established by classical geodetic methods
 TE1981.and adjusted by the National Geodetic Survey in January 1998..
 TE1981
 TE1981
 TE1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1981
 TE1981.The geoid height was determined by GEOID03.
 TE1981
 TE1981;                    North         East     Units Scale Factor Converg.
 TE1981;SPC ND N     -   127,743.725   706,318.390   MT  0.99993631   +1 03 47.4
 TE1981;SPC ND N     -   419,106.71  2,317,317.55   iFT  0.99993631   +1 03 47.4
 TE1981;UTM  14      - 5,331,874.130   494,698.760   MT  0.99960035   -0 03 11.1
 TE1981
 TE1981                          SUPERSEDED SURVEY CONTROL
 TE1981
 TE1981  NAD 83(1986)-  48 08 24.35152(N)    099 04 16.53184(W) AD(       ) 4
 TE1981  NAD 27      -  48 08 24.34900(N)    099 04 15.05900(W) AD(       ) 3
 TE1981
 TE1981.Superseded values are not recommended for survey control.
 TE1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1981.See file dsdata.txt to determine how the superseded data were derived.
 TE1981
 TE1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9469931874(NAD 83)
 TE1981_MARKER: 75 = BELFRY
 TE1981
 TE1981  HISTORY     - Date     Condition        Report By
 TE1981  HISTORY     - 1946     FIRST OBSERVED   CGS
 TE1981
 TE1981                          STATION DESCRIPTION
 TE1981
 TE1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1981'THE STATION IS APPROXIMATELY 7 MILES NORTHEAST OF MINNEWAUKAN.
 TE1981'IT IS A WHITE FRAME BUILDING AND IS ABOUT 30 FEET BY 50 FEET.
 TE1981'IT HAS A WHITE SQUARE BELFRY ABOUT 30 FEET HIGH.  POINT
 TE1981'INTERSECTED WAS APEX OF BELFRY.
 TE1981'
 TE1981'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 281 AND 19,
 TE1981'WHICH ARE ABOUT 4 MILES NORTH OF MINNEWAUKAN, GO EAST ON
 TE1981'STATE HIGHWAY NO. 19 FOR 6.6 MILES TO CROSSROADS AND A LARGE
 TE1981'TIN MAIL BOX ON THE RIGHT.  TURN LEFT AND NORTH AND GO 1 MILE
 TE1981'TO THE CHURCH ON THE LEFT OR WEST SIDE OF ROAD.  IT IS 150
 TE1981'FEET WEST OF THE ROAD AND 75 FEET EAST OF STATION SCANDIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2074 ***********************************************************************
 TF2074  DESIGNATION -  NORWICH
 TF2074  PID         -  TF2074
 TF2074  STATE/COUNTY-  ND/MCHENRY
 TF2074  USGS QUAD   -  NORWICH (1949)
 TF2074
 TF2074                         *CURRENT SURVEY CONTROL
 TF2074  ___________________________________________________________________
 TF2074* NAD 83(1996)-  48 13 16.51965(N)    100 59 51.58623(W)     ADJUSTED  
 TF2074* NAVD 88     -       487.7    (meters)    1600.     (feet)  VERTCON   
 TF2074  ___________________________________________________________________
 TF2074  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 TF2074  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 TF2074
 TF2074  HORZ ORDER  -  FIRST
 TF2074
 TF2074.The horizontal coordinates were established by classical geodetic methods
 TF2074.and adjusted by the National Geodetic Survey in January 1998..
 TF2074
 TF2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2074
 TF2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2074
 TF2074.The geoid height was determined by GEOID03.
 TF2074
 TF2074;                    North         East     Units Scale Factor Converg.
 TF2074;SPC ND N     -   135,900.474   563,023.337   MT  0.99993868   -0 22 13.2
 TF2074;SPC ND N     -   445,867.70  1,847,189.43   iFT  0.99993868   -0 22 13.2
 TF2074;UTM  14      - 5,342,821.589   351,624.969   MT  0.99987050   -1 29 23.9
 TF2074
 TF2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2074!SPC ND N     -   0.99992684  x   0.99993868  =   0.99986553
 TF2074!UTM  14      -   0.99992684  x   0.99987050  =   0.99979735
 TF2074
 TF2074:                Primary Azimuth Mark                     Grid Az
 TF2074:SPC ND N     -  NORWICH SCHOOL FLAGPOLE                  010 13 52.9
 TF2074:UTM  14      -  NORWICH SCHOOL FLAGPOLE                  011 21 03.6
 TF2074
 TF2074|---------------------------------------------------------------------|
 TF2074| PID    Reference Object                     Distance      Geod. Az  |
 TF2074|                                                           dddmmss.s |
 TF2074| TF2069 NORWICH SCHOOL FLAGPOLE             APPROX. 2.7 KM 0095139.7 |
 TF2074| TF2070 NORWICH CHURCH CROSS                APPROX. 2.8 KM 0125725.0 |
 TF2074| CO8030 NORWICH AZ MK                                      0273506.4 |
 TF2074| CO8031 NORWICH RM 1                         46.113 METERS 22102     |
 TF2074| TF2152 MINOT MUNICIPAL TANK                APPROX.21.6 KM 2713844.4 |
 TF2074| TF2145 SURREY PUBLIC SCHOOL FLAGPOLE       APPROX.10.0 KM 2800017.1 |
 TF2074| CO8032 NORWICH RM 2                         30.831 METERS 29109     |
 TF2074|---------------------------------------------------------------------|
 TF2074
 TF2074                          SUPERSEDED SURVEY CONTROL
 TF2074
 TF2074  NAD 83(1986)-  48 13 16.52020(N)    100 59 51.58570(W) AD(       ) 1
 TF2074  NAD 27      -  48 13 16.47440(N)    100 59 50.04070(W) AD(       ) 1
 TF2074  NGVD 29 (07/19/86)  487.3    (m)         1599.     (f) VERT ANG       
 TF2074
 TF2074.Superseded values are not recommended for survey control.
 TF2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2074.See file dsdata.txt to determine how the superseded data were derived.
 TF2074
 TF2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5162542822(NAD 83)
 TF2074_MARKER: DS = TRIANGULATION STATION DISK
 TF2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2074
 TF2074  HISTORY     - Date     Condition        Report By
 TF2074  HISTORY     - 1934     MONUMENTED       CGS
 TF2074  HISTORY     - 1938     GOOD             CGS
 TF2074  HISTORY     - 1946     GOOD             CGS
 TF2074
 TF2074                          STATION DESCRIPTION
 TF2074
 TF2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 TF2074'STATION IS LOCATED IN PASTURE LAND ON TOP OF A PROMINENT GRASSY
 TF2074'RISE, HIGHEST IN VICINITY, ABOUT 2 MILES SSW OF NORWICH.  THE
 TF2074'STATION IS IN SEC. 30, T 155 N, R 80 W.  IT IS 30 YARDS E
 TF2074'OF A N-S WIRE FENCE AND 102 FEET SSE OF A FENCE CORNER IN THIS
 TF2074'SAME FENCE.
 TF2074'
 TF2074'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 TF2074'DISKS SET IN CONCRETE.
 TF2074'
 TF2074'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN A N-S FENCE LINE.
 TF2074'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND 4 FEET S OF A
 TF2074'FENCE CORNER, IN A N-S FENCE LINE.
 TF2074'
 TF2074'THE AZIMUTH MARK IS NNE OF THE STATION, IN A N-S FENCE LINE,
 TF2074'12 FEET S OF A FENCE CORNER AND 33.5 FEET W OF THE CENTER
 TF2074'LINE OF A N-S SECTION-LINE ROAD.
 TF2074'
 TF2074'THE WATER TANK, TWO FLAGPOLES, AND CHURCH CROSS WILL SERVE AS
 TF2074'NATURAL AZIMUTHS.  THE WATER TANK IS A SILVER-COLORED ONE S
 TF2074'OF THE CITY OF MINOT, A MUNICIPAL TANK.  THE CROSS IS ON THE
 TF2074'ONLY CHURCH IN NORWICH.
 TF2074'
 TF2074'THE STATION MAY BE REACHED FROM NORWICH, BY GOING S 0.5 MILE TO
 TF2074'U.S. HIGHWAY 2.  TURN W AND GO 0.2 MILE ON U.S. HIGHWAY 2.  TURN
 TF2074'S ON GRADED GRAVEL ROAD AND GO 1.2 MILES TO A SMALL WOODEN BRIDGE.
 TF2074'CROSS THE BRIDGE AND CONTINUE S 0.1 MILE TO FENCE CORNER.  TURN
 TF2074'W AT FENCE CORNER AND GO 0.1 MILE ALONG THE S SIDE OF FENCE.
 TF2074'CROSS THE FENCE AND DRIVE NW TO TOP OF HILL AND STATION.
 TF2074'
 TF2074'A 25-FOOT TOWER WILL CLEAR ALL LINES.
 TF2074
 TF2074                          STATION RECOVERY (1938)
 TF2074
 TF2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2074'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED
 TF2074'IN GOOD CONDITION.  ALL MEASUREMENTS CHECKED.
 TF2074
 TF2074                          STATION RECOVERY (1946)
 TF2074
 TF2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2074'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS WERE
 TF2074'RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TF2074'
 TF2074'THE STATION IS LOCATED IN PASTURE LAND ABOUT 2 MILES SOUTH-SOUTHWEST
 TF2074'OF THE TOWN OF NORWICH ON THE TOP OF A PROMINENT KNOLL WHICH
 TF2074'IS THE HIGHEST IN THE VICINITY.  IT IS IN SECTION 30, T 155 N,
 TF2074'R 80 W, 90 FEET EAST OF A NORTH-SOUTH FENCE, 102 FEET SOUTHEAST
 TF2074'OF A FENCE CORNER AND 6 FEET NORTHWEST OF A WITNESS POST.  THE
 TF2074'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NORWICH 1934.
 TF2074'
 TF2074'REFERENCE MARK NO. 1 IS 151.29 FEET SOUTHWEST OF THE STATION
 TF2074'IN A NORTH-SOUTH FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 TF2074'DISK IS STAMPED NORWICH NO 1 1934.
 TF2074'
 TF2074'REFERENCE MARK NO. 2 IS 101.15 FEET WEST-NORTHWEST OF THE
 TF2074'STATION IN A NORTH-SOUTH FENCE AND 4 FEET SOUTH OF A FENCE
 TF2074'CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TF2074'NORWICH NO 2 1934.
 TF2074'
 TF2074'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHEAST OF THE STATION,
 TF2074'45 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 34 FEET WEST
 TF2074'OF THE CENTERLINE OF GRADED ROAD AND 3 FEET SOUTH-SOUTHEAST OF
 TF2074'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 TF2074'NORWICH 1934 AZIMUTH.
 TF2074'
 TF2074'TO REACH THE STATION FROM THE NORWICH POST OFFICE, GO SOUTH
 TF2074'0.5 MILE TO U.S. HIGHWAY 2.  TURN RIGHT ONTO U.S. HIGHWAY 2 AND GO
 TF2074'WEST FOR 0.2 MILE.  TURN LEFT AND DRIVE SOUTH ON GRADED ROAD
 TF2074'FOR 1.0 MILE TO CROSSROADS AND THE AZIMUTH MARK IN THE SOUTHWEST
 TF2074'ANGLE OF THE INTERSECTION.  FROM THIS POINT DRIVE SOUTH-SOUTHWEST
 TF2074'ACROSS PASTURE FOR 0.3 MILE TO THE HIGHEST GROUND AND THE
 TF2074'STATION.
 TF2074'
 TF2074'NOTE--THE STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 TF2074'SET IN CONCRETE.  ALL OBSERVATIONS OF
 TF2074'HORIZONTAL DIRECTIONS WERE TAKEN FROM A TRIPOD.  LIGHT WAS
 TF2074'SHOWN FROM A 64-FOOT STEEL TOWER.
 TF2074'
 TF2074'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2070 ***********************************************************************
 TF2070  DESIGNATION -  NORWICH CHURCH CROSS
 TF2070  PID         -  TF2070
 TF2070  STATE/COUNTY-  ND/MCHENRY
 TF2070  USGS QUAD   -  NORWICH (1949)
 TF2070
 TF2070                         *CURRENT SURVEY CONTROL
 TF2070  ___________________________________________________________________
 TF2070* NAD 83(1996)-  48 14 43.35745(N)    100 59 21.67368(W)     ADJUSTED  
 TF2070* NAVD 88     -                                                        
 TF2070  ___________________________________________________________________
 TF2070  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TF2070  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TF2070
 TF2070  HORZ ORDER  -  THIRD
 TF2070
 TF2070.The horizontal coordinates were established by classical geodetic methods
 TF2070.and adjusted by the National Geodetic Survey in January 1998..
 TF2070
 TF2070
 TF2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2070
 TF2070.The geoid height was determined by GEOID03.
 TF2070
 TF2070;                    North         East     Units Scale Factor Converg.
 TF2070;SPC ND N     -   138,578.499   563,657.741   MT  0.99993977   -0 21 50.9
 TF2070;SPC ND N     -   454,653.87  1,849,270.80   iFT  0.99993977   -0 21 50.9
 TF2070;UTM  14      - 5,345,486.516   352,311.547   MT  0.99986800   -1 29 03.6
 TF2070
 TF2070                          SUPERSEDED SURVEY CONTROL
 TF2070
 TF2070  NAD 83(1986)-  48 14 43.35793(N)    100 59 21.67271(W) AD(       ) 4
 TF2070  NAD 27      -  48 14 43.30300(N)    100 59 20.13000(W) AD(       ) 3
 TF2070
 TF2070.Superseded values are not recommended for survey control.
 TF2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2070.See file dsdata.txt to determine how the superseded data were derived.
 TF2070
 TF2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5231245487(NAD 83)
 TF2070_MARKER: 91 = CHURCH CROSS
 TF2070
 TF2070  HISTORY     - Date     Condition        Report By
 TF2070  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2070  HISTORY     - 1946     GOOD             CGS
 TF2070
 TF2070                          STATION DESCRIPTION
 TF2070
 TF2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2070'THE BASE OF THE CROSS ON ONLY CHURCH IN TOWN.  STATION NOT
 TF2070'VISITED.
 TF2070'
 TF2070'OBSERVED UPON FROM TRIANGULATION STATIONS, NORWICH (1934),
 TF2070'RISING, MAYO.
 TF2070
 TF2070                          STATION RECOVERY (1946)
 TF2070
 TF2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2070'THE CHURCH IS LOCATED IN THE TOWN OF NORWICH, 2 BLOCKS SOUTH
 TF2070'OF THE POST OFFICE AND 60 FEET WEST OF THE CENTERLINE OF MAIN
 TF2070'STREET
 TF2070'
 TF2070'THE BUILDING IS OF WOODEN CONSTRUCTION, 60 FEET LONG, 40
 TF2070'FEET WIDE, PAINTED WHITE AND FACES EAST.  THE STEEPLE ON THE
 TF2070'EAST END OF THE CHURCH IS 50 FEET HIGH.
 TF2070'
 TF2070'THE POINT INTERSECTED WAS THE APEX OF THE STEEPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2069 ***********************************************************************
 TF2069  DESIGNATION -  NORWICH SCHOOL FLAGPOLE
 TF2069  PID         -  TF2069
 TF2069  STATE/COUNTY-  ND/MCHENRY
 TF2069  USGS QUAD   -  NORWICH (1949)
 TF2069
 TF2069                         *CURRENT SURVEY CONTROL
 TF2069  ___________________________________________________________________
 TF2069* NAD 83(1996)-  48 14 44.03217(N)    100 59 28.81120(W)     ADJUSTED  
 TF2069* NAVD 88     -                                                        
 TF2069  ___________________________________________________________________
 TF2069  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 TF2069  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 TF2069
 TF2069  HORZ ORDER  -  THIRD
 TF2069
 TF2069.The horizontal coordinates were established by classical geodetic methods
 TF2069.and adjusted by the National Geodetic Survey in January 1998..
 TF2069
 TF2069
 TF2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2069
 TF2069.The geoid height was determined by GEOID03.
 TF2069
 TF2069;                    North         East     Units Scale Factor Converg.
 TF2069;SPC ND N     -   138,600.276   563,510.634   MT  0.99993977   -0 21 56.2
 TF2069;SPC ND N     -   454,725.31  1,848,788.17   iFT  0.99993977   -0 21 56.2
 TF2069;UTM  14      - 5,345,511.163   352,164.903   MT  0.99986854   -1 29 08.9
 TF2069
 TF2069                          SUPERSEDED SURVEY CONTROL
 TF2069
 TF2069  NAD 83(1986)-  48 14 44.03258(N)    100 59 28.81024(W) AD(       ) 4
 TF2069  NAD 27      -  48 14 43.98200(N)    100 59 27.26500(W) AD(       ) 3
 TF2069
 TF2069.Superseded values are not recommended for survey control.
 TF2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2069.See file dsdata.txt to determine how the superseded data were derived.
 TF2069
 TF2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU5216545511(NAD 83)
 TF2069_MARKER: 62 = FLAGPOLE
 TF2069
 TF2069  HISTORY     - Date     Condition        Report By
 TF2069  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2069  HISTORY     - 1946     GOOD             CGS
 TF2069  HISTORY     - 1963     GOOD             CGS
 TF2069
 TF2069                          STATION DESCRIPTION
 TF2069
 TF2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2069'BASE OF FLAGPOLE ON ONLY SCHOOL IN NORWICH.  STATION WAS NOT
 TF2069'VISITED.
 TF2069'
 TF2069'OBSERVED UPON FROM TRIANGULATION STATIONS, NORWICH (1934),
 TF2069'RISING, MAYO.
 TF2069
 TF2069                          STATION RECOVERY (1946)
 TF2069
 TF2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2069'THE SCHOOL IS LOCATED ON THE WEST SIDE OF THE VILLAGE OF NORWICH.
 TF2069'THE BUILDING IS OF NATURAL BRICK CONSTRUCTION 2-1/2 STORIES
 TF2069'HIGH AND ABOUT 36 FEET WIDE AND 60 FEET LONG.  THE BELFRY
 TF2069'IS IN THE CENTER OF THE WEST SIDE OF THE BUILDING.
 TF2069'
 TF2069'THE POINT INTERSECTED WAS THE FLAGPOLE ON TOP OF THE BELFRY.
 TF2069
 TF2069                          STATION RECOVERY (1963)
 TF2069
 TF2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JVT)
 TF2069'THIS STATION WAS USED FOR AN AZIMUTH FROM STATION GREAT 1946.
 TF2069'
 TF2069'IT IS LOCATED AT THE SOUTHWEST EDGE OF NORWICH AND 0.15 MILE
 TF2069'WEST OF THE GRAVELED MAIN STREET INTO NORWICH FROM U.S. HIGHWAY 2.
 TF2069'
 TF2069'IT IS A TWO STORY BRICK STRUCTURE WITH A BELFRY SETTING OFF
 TF2069'CENTER TO THE EAST SIDE OF THE BUILDING AND HAS A FLAGPOLE
 TF2069'MOUNTED ON TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1618 ***********************************************************************
 SN1618  DESIGNATION -  NUTS
 SN1618  PID         -  SN1618
 SN1618  STATE/COUNTY-  ND/MCLEAN
 SN1618  USGS QUAD   -  RUSO (1981)
 SN1618
 SN1618                         *CURRENT SURVEY CONTROL
 SN1618  ___________________________________________________________________
 SN1618* NAD 83(1996)-  47 45 10.25478(N)    100 55 01.13773(W)     ADJUSTED  
 SN1618* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 SN1618  ___________________________________________________________________
 SN1618  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 SN1618  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 SN1618
 SN1618  HORZ ORDER  -  SECOND
 SN1618
 SN1618.The horizontal coordinates were established by classical geodetic methods
 SN1618.and adjusted by the National Geodetic Survey in January 1998..
 SN1618
 SN1618.The orthometric height was scaled from a topographic map.
 SN1618
 SN1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1618
 SN1618.The geoid height was determined by GEOID03.
 SN1618
 SN1618;                    North         East     Units Scale Factor Converg.
 SN1618;SPC ND N     -    83,786.558   568,735.820   MT  0.99995253   -0 18 37.0
 SN1618;SPC ND N     -   274,890.28  1,865,931.17   iFT  0.99995253   -0 18 37.0
 SN1618;UTM  14      - 5,290,610.514   356,322.586   MT  0.99985367   -1 25 09.4
 SN1618
 SN1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1618!SPC ND N     -   0.99990431  x   0.99995253  =   0.99985684
 SN1618!UTM  14      -   0.99990431  x   0.99985367  =   0.99975799
 SN1618
 SN1618|---------------------------------------------------------------------|
 SN1618| PID    Reference Object                     Distance      Geod. Az  |
 SN1618|                                                           dddmmss.s |
 SN1618| CO6540 NUTS RM 1                            10.165 METERS 03109     |
 SN1618| SN0309 DOGDEN                              APPROX.13.4 KM 0592826.9 |
 SN1618| CO6541 NUTS RM 2                            17.427 METERS 29753     |
 SN1618|---------------------------------------------------------------------|
 SN1618
 SN1618                          SUPERSEDED SURVEY CONTROL
 SN1618
 SN1618  NAD 83(1986)-  47 45 10.25666(N)    100 55 01.13283(W) AD(       ) 2
 SN1618
 SN1618.Superseded values are not recommended for survey control.
 SN1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1618.See file dsdata.txt to determine how the superseded data were derived.
 SN1618
 SN1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5632390611(NAD 83)
 SN1618_MARKER: DS = TRIANGULATION STATION DISK
 SN1618_SETTING: 80 = SET IN A BOULDER
 SN1618_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 SN1618
 SN1618  HISTORY     - Date     Condition        Report By
 SN1618  HISTORY     - 1962     MONUMENTED       CGS
 SN1618
 SN1618                          STATION DESCRIPTION
 SN1618
 SN1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 SN1618'TOWN OF RUSO, IN THE S.E. CENTER OF SEC. 4,T149N,R80W, ON TOP OF A
 SN1618'HILL.
 SN1618'
 SN1618'TO REACH FROM THE SOUTHEAST EDGE OF RUSO, GO ON STATE HIGHWAY 41 FOR
 SN1618'6 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO WEST THROUGH A
 SN1618'GATE IN THE SOUTHEAST CORNER OF A FENCE.  FOLLOW A TRACK ROAD
 SN1618'NORTHERLY ACROSS A PASTURE FOR 0.3 MILE.  HERE BEAR LEFT,
 SN1618'NORTHWEST, AND GO 0.4 MILE TO THE TOP OF A HILL AND STATION.
 SN1618'
 SN1618'THE STATION MARK IS A STANDARD DISK STAMPED NUTS 1962 AND SET IN THE
 SN1618'TOP OF A 18 INCH X 2 FOOT BOULDER WHICH PROJECTS 3 INCHES.  IT IS
 SN1618'2.8 FEET NORTH OF THE WITNESS POST.
 SN1618'
 SN1618'REFERENCE MARK NO. 1, STAMPED NUTS NO 1 1962, IS A STANDARD DISK SET
 SN1618'IN THE TOP OF A 14 INCH X 18 INCH BOULDER WHICH PROJECTS 8
 SN1618'INCHES.  IT IS 33.8 FEET NORTH NORTHWEST OF THE WITNESS POST.
 SN1618'
 SN1618'REFERENCE MARK NO. 2, STAMPED NUTS NO 2 1962, IS A STANDARD DISK SET
 SN1618'IN THE TOP OF A 18 INCH ACROSS ROUND BOULDER WHICH PROJECTS 16
 SN1618'INCHES.  IT IS 57 FEET WEST, SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0401 ***********************************************************************
 TE0401  DESIGNATION -  O 1
 TE0401  PID         -  TE0401
 TE0401  STATE/COUNTY-  ND/NELSON
 TE0401  USGS QUAD   -  BARTLETT (1970)
 TE0401
 TE0401                         *CURRENT SURVEY CONTROL
 TE0401  ___________________________________________________________________
 TE0401* NAD 83(1986)-  48 02 34.     (N)    098 22 44.     (W)     SCALED    
 TE0401* NAVD 88     -       465.518  (meters)    1527.29   (feet)  ADJUSTED  
 TE0401  ___________________________________________________________________
 TE0401  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 TE0401  DYNAMIC HT  -         465.596 (meters)    1527.54  (feet)  COMP
 TE0401  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 TE0401
 TE0401  VERT ORDER  -  FIRST     CLASS II
 TE0401
 TE0401.The horizontal coordinates were scaled from a topographic map and have
 TE0401.an estimated accuracy of +/- 6 seconds.
 TE0401
 TE0401.The orthometric height was determined by differential leveling
 TE0401.and adjusted by the National Geodetic Survey in June 1991..
 TE0401
 TE0401.The geoid height was determined by GEOID03.
 TE0401
 TE0401.The dynamic height is computed by dividing the NAVD 88
 TE0401.geopotential number by the normal gravity value computed on the
 TE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0401.degrees latitude (g = 980.6199 gals.).
 TE0401
 TE0401.The modeled gravity was interpolated from observed gravity values.
 TE0401
 TE0401;                    North         East    Units  Estimated Accuracy
 TE0401;SPC ND N     -   118,120.      758,130.      MT  (+/- 180 meters Scaled)
 TE0401
 TE0401                          SUPERSEDED SURVEY CONTROL
 TE0401
 TE0401  NGVD 29 (??/??/92)  465.13   (m)         1526.0    (f) COMPUTED    1 2
 TE0401
 TE0401.Superseded values are not recommended for survey control.
 TE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0401.See file dsdata.txt to determine how the superseded data were derived.
 TE0401
 TE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU462212(NAD 83)
 TE0401_MARKER: P = PIPE CAP
 TE0401_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE0401_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE0401_STAMPING: ELEV 1526.211 FT O 1
 TE0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0401
 TE0401  HISTORY     - Date     Condition        Report By
 TE0401  HISTORY     - UNK      MONUMENTED       CGS
 TE0401  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0401
 TE0401                          STATION DESCRIPTION
 TE0401
 TE0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0401'1.5 MI W FROM LAKOTA.
 TE0401'1.5 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM LAKOTA, NELSON
 TE0401'COUNTY, 200 FEET NORTH OF THE CENTER LINE OF THE TRACK, NEAR THE
 TE0401'NORTHWEST CORNER OF A WILLOW GROVE, 128 FEET NORTHEAST OF THE FIRST
 TE0401'POLE WEST OF A SECTION-LINE ROAD CROSSING, AT THE CENTER OF A MOUND
 TE0401'MARKING THE QUARTER-SECTION CORNER OF THE LINE BETWEEN SECS. 28 AND
 TE0401'29, AND 17 FEET WEST OF THE CORNER OF THE RIGHT-OF-WAY FENCE AND A
 TE0401'NORTH-AND-SOUTH FENCE.  A STANDARD CAP, STAMPED ELEV 1526.211 FT O 1
 TE0401'AND SCREWED ON TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 10 INCHES
 TE0401'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0709 ***********************************************************************
 TF0709  DESIGNATION -  O 10 B 1
 TF0709  PID         -  TF0709
 TF0709  STATE/COUNTY-  ND/BOTTINEAU
 TF0709  USGS QUAD   -  ANTLER (1971)
 TF0709
 TF0709                         *CURRENT SURVEY CONTROL
 TF0709  ___________________________________________________________________
 TF0709* NAD 83(1986)-  48 56 45.     (N)    101 22 16.     (W)     SCALED    
 TF0709* NAVD 88     -       478.711  (meters)    1570.57   (feet)  ADJUSTED  
 TF0709  ___________________________________________________________________
 TF0709  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 TF0709  DYNAMIC HT  -         478.826 (meters)    1570.95  (feet)  COMP
 TF0709  MODELED GRAV-     980,834.6   (mgal)                       NAVD 88
 TF0709
 TF0709  VERT ORDER  -  SECOND    CLASS 0
 TF0709
 TF0709.The horizontal coordinates were scaled from a topographic map and have
 TF0709.an estimated accuracy of +/- 6 seconds.
 TF0709
 TF0709.The orthometric height was determined by differential leveling
 TF0709.and adjusted by the National Geodetic Survey in June 1991..
 TF0709
 TF0709.The geoid height was determined by GEOID03.
 TF0709
 TF0709.The dynamic height is computed by dividing the NAVD 88
 TF0709.geopotential number by the normal gravity value computed on the
 TF0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0709.degrees latitude (g = 980.6199 gals.).
 TF0709
 TF0709.The modeled gravity was interpolated from observed gravity values.
 TF0709
 TF0709;                    North         East    Units  Estimated Accuracy
 TF0709;SPC ND N     -   216,720.      536,190.      MT  (+/- 180 meters Scaled)
 TF0709
 TF0709                          SUPERSEDED SURVEY CONTROL
 TF0709
 TF0709  NGVD 29 (??/??/92)  478.36   (m)         1569.4    (f) COMPUTED    2 0
 TF0709
 TF0709.Superseded values are not recommended for survey control.
 TF0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0709.See file dsdata.txt to determine how the superseded data were derived.
 TF0709
 TF0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV263241(NAD 83)
 TF0709_MARKER: DD = SURVEY DISK
 TF0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0709+STABILITY: SURFACE MOTION
 TF0709
 TF0709  HISTORY     - Date     Condition        Report By
 TF0709  HISTORY     - UNK      MONUMENTED       DOD
 TF0709  HISTORY     - 1963     GOOD             NGS
 TF0709
 TF0709                          STATION DESCRIPTION
 TF0709
 TF0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0709'5.7 MI SW FROM ANTLER.
 TF0709'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0709'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0709'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 TF0709'WEST ACROSS COUNTRY, IN SECTION 13, T 163 N, R 83 W, AND THE TOP
 TF0709'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0709'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0705 ***********************************************************************
 TF0705  DESIGNATION -  O 10 B 2
 TF0705  PID         -  TF0705
 TF0705  STATE/COUNTY-  ND/BOTTINEAU
 TF0705  USGS QUAD   -  ANTLER (1971)
 TF0705
 TF0705                         *CURRENT SURVEY CONTROL
 TF0705  ___________________________________________________________________
 TF0705* NAD 83(1986)-  48 57 01.     (N)    101 22 16.     (W)     SCALED    
 TF0705* NAVD 88     -       478.887  (meters)    1571.15   (feet)  ADJUSTED  
 TF0705  ___________________________________________________________________
 TF0705  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 TF0705  DYNAMIC HT  -         479.002 (meters)    1571.53  (feet)  COMP
 TF0705  MODELED GRAV-     980,835.1   (mgal)                       NAVD 88
 TF0705
 TF0705  VERT ORDER  -  SECOND    CLASS 0
 TF0705
 TF0705.The horizontal coordinates were scaled from a topographic map and have
 TF0705.an estimated accuracy of +/- 6 seconds.
 TF0705
 TF0705.The orthometric height was determined by differential leveling
 TF0705.and adjusted by the National Geodetic Survey in June 1991..
 TF0705
 TF0705.The geoid height was determined by GEOID03.
 TF0705
 TF0705.The dynamic height is computed by dividing the NAVD 88
 TF0705.geopotential number by the normal gravity value computed on the
 TF0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0705.degrees latitude (g = 980.6199 gals.).
 TF0705
 TF0705.The modeled gravity was interpolated from observed gravity values.
 TF0705
 TF0705;                    North         East    Units  Estimated Accuracy
 TF0705;SPC ND N     -   217,210.      536,190.      MT  (+/- 180 meters Scaled)
 TF0705
 TF0705                          SUPERSEDED SURVEY CONTROL
 TF0705
 TF0705  NGVD 29 (??/??/92)  478.54   (m)         1570.0    (f) COMPUTED    2 0
 TF0705
 TF0705.Superseded values are not recommended for survey control.
 TF0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0705.See file dsdata.txt to determine how the superseded data were derived.
 TF0705
 TF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV264246(NAD 83)
 TF0705_MARKER: DD = SURVEY DISK
 TF0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0705+STABILITY: SURFACE MOTION
 TF0705
 TF0705  HISTORY     - Date     Condition        Report By
 TF0705  HISTORY     - UNK      MONUMENTED       DOD
 TF0705  HISTORY     - 1963     GOOD             NGS
 TF0705
 TF0705                          STATION DESCRIPTION
 TF0705
 TF0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0705'5.4 MI SW FROM ANTLER.
 TF0705'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0705'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0705'ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 TF0705'WEST ALONG A TRAIL ROAD, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, AND THE
 TF0705'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0705'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0707 ***********************************************************************
 TF0707  DESIGNATION -  O 10 Z
 TF0707  PID         -  TF0707
 TF0707  STATE/COUNTY-  ND/BOTTINEAU
 TF0707  USGS QUAD   -  ANTLER (1971)
 TF0707
 TF0707                         *CURRENT SURVEY CONTROL
 TF0707  ___________________________________________________________________
 TF0707* NAD 83(1986)-  48 56 44.     (N)    101 21 58.     (W)     SCALED    
 TF0707* NAVD 88     -       476.951  (meters)    1564.80   (feet)  ADJUSTED  
 TF0707  ___________________________________________________________________
 TF0707  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 TF0707  DYNAMIC HT  -         477.065 (meters)    1565.17  (feet)  COMP
 TF0707  MODELED GRAV-     980,834.7   (mgal)                       NAVD 88
 TF0707
 TF0707  VERT ORDER  -  SECOND    CLASS 0
 TF0707
 TF0707.The horizontal coordinates were scaled from a topographic map and have
 TF0707.an estimated accuracy of +/- 6 seconds.
 TF0707
 TF0707.The orthometric height was determined by differential leveling
 TF0707.and adjusted by the National Geodetic Survey in June 1991..
 TF0707
 TF0707.The geoid height was determined by GEOID03.
 TF0707
 TF0707.The dynamic height is computed by dividing the NAVD 88
 TF0707.geopotential number by the normal gravity value computed on the
 TF0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0707.degrees latitude (g = 980.6199 gals.).
 TF0707
 TF0707.The modeled gravity was interpolated from observed gravity values.
 TF0707
 TF0707;                    North         East    Units  Estimated Accuracy
 TF0707;SPC ND N     -   216,680.      536,550.      MT  (+/- 180 meters Scaled)
 TF0707
 TF0707                          SUPERSEDED SURVEY CONTROL
 TF0707
 TF0707  NGVD 29 (??/??/92)  476.60   (m)         1563.6    (f) COMPUTED    2 0
 TF0707
 TF0707.Superseded values are not recommended for survey control.
 TF0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0707.See file dsdata.txt to determine how the superseded data were derived.
 TF0707
 TF0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV267241(NAD 83)
 TF0707_MARKER: DS = TRIANGULATION STATION DISK
 TF0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0707_STAMPING: O 10 Z 1963
 TF0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0707+STABILITY: SURFACE MOTION
 TF0707
 TF0707  HISTORY     - Date     Condition        Report By
 TF0707  HISTORY     - 1963     MONUMENTED       CGS
 TF0707
 TF0707                          STATION DESCRIPTION
 TF0707
 TF0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0707'5.45 MI SW FROM ANTLER.
 TF0707'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0707'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0707'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 13, T
 TF0707'163 N, R 83 W, 72 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET
 TF0707'NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF0707'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 TF0707'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0706 ***********************************************************************
 TF0706  DESIGNATION -  O 10 Z RM 1
 TF0706  PID         -  TF0706
 TF0706  STATE/COUNTY-  ND/BOTTINEAU
 TF0706  USGS QUAD   -  ANTLER (1971)
 TF0706
 TF0706                         *CURRENT SURVEY CONTROL
 TF0706  ___________________________________________________________________
 TF0706* NAD 83(1986)-  48 56 44.     (N)    101 21 58.     (W)     SCALED    
 TF0706* NAVD 88     -       476.899  (meters)    1564.63   (feet)  ADJUSTED  
 TF0706  ___________________________________________________________________
 TF0706  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 TF0706  DYNAMIC HT  -         477.013 (meters)    1565.00  (feet)  COMP
 TF0706  MODELED GRAV-     980,834.7   (mgal)                       NAVD 88
 TF0706
 TF0706  VERT ORDER  -  SECOND    CLASS 0
 TF0706
 TF0706.The horizontal coordinates were scaled from a topographic map and have
 TF0706.an estimated accuracy of +/- 6 seconds.
 TF0706
 TF0706.The orthometric height was determined by differential leveling
 TF0706.and adjusted by the National Geodetic Survey in June 1991..
 TF0706
 TF0706.The geoid height was determined by GEOID03.
 TF0706
 TF0706.The dynamic height is computed by dividing the NAVD 88
 TF0706.geopotential number by the normal gravity value computed on the
 TF0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0706.degrees latitude (g = 980.6199 gals.).
 TF0706
 TF0706.The modeled gravity was interpolated from observed gravity values.
 TF0706
 TF0706;                    North         East    Units  Estimated Accuracy
 TF0706;SPC ND N     -   216,680.      536,550.      MT  (+/- 180 meters Scaled)
 TF0706
 TF0706                          SUPERSEDED SURVEY CONTROL
 TF0706
 TF0706  NGVD 29 (??/??/92)  476.55   (m)         1563.5    (f) COMPUTED    2 0
 TF0706
 TF0706.Superseded values are not recommended for survey control.
 TF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0706.See file dsdata.txt to determine how the superseded data were derived.
 TF0706
 TF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV267241(NAD 83)
 TF0706_MARKER: DR = REFERENCE MARK DISK
 TF0706_SETTING: 0 = UNSPECIFIED SETTING
 TF0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0706
 TF0706  HISTORY     - Date     Condition        Report By
 TF0706  HISTORY     - UNK      MONUMENTED       CGS
 TF0706  HISTORY     - 1963     GOOD             NGS
 TF0706
 TF0706                          STATION DESCRIPTION
 TF0706
 TF0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0706'5.45 MI SW FROM ANTLER.
 TF0706'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0706'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0706'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 13, T
 TF0706'163 N, R 83 W, AT O 10 Z 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0708 ***********************************************************************
 TF0708  DESIGNATION -  O 10 Z RM 2
 TF0708  PID         -  TF0708
 TF0708  STATE/COUNTY-  ND/BOTTINEAU
 TF0708  USGS QUAD   -  ANTLER (1971)
 TF0708
 TF0708                         *CURRENT SURVEY CONTROL
 TF0708  ___________________________________________________________________
 TF0708* NAD 83(1986)-  48 56 44.     (N)    101 21 58.     (W)     SCALED    
 TF0708* NAVD 88     -       477.296  (meters)    1565.93   (feet)  ADJUSTED  
 TF0708  ___________________________________________________________________
 TF0708  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 TF0708  DYNAMIC HT  -         477.410 (meters)    1566.30  (feet)  COMP
 TF0708  MODELED GRAV-     980,834.7   (mgal)                       NAVD 88
 TF0708
 TF0708  VERT ORDER  -  SECOND    CLASS 0
 TF0708
 TF0708.The horizontal coordinates were scaled from a topographic map and have
 TF0708.an estimated accuracy of +/- 6 seconds.
 TF0708
 TF0708.The orthometric height was determined by differential leveling
 TF0708.and adjusted by the National Geodetic Survey in June 1991..
 TF0708
 TF0708.The geoid height was determined by GEOID03.
 TF0708
 TF0708.The dynamic height is computed by dividing the NAVD 88
 TF0708.geopotential number by the normal gravity value computed on the
 TF0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0708.degrees latitude (g = 980.6199 gals.).
 TF0708
 TF0708.The modeled gravity was interpolated from observed gravity values.
 TF0708
 TF0708;                    North         East    Units  Estimated Accuracy
 TF0708;SPC ND N     -   216,680.      536,550.      MT  (+/- 180 meters Scaled)
 TF0708
 TF0708                          SUPERSEDED SURVEY CONTROL
 TF0708
 TF0708  NGVD 29 (??/??/92)  476.95   (m)         1564.8    (f) COMPUTED    2 0
 TF0708
 TF0708.Superseded values are not recommended for survey control.
 TF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0708.See file dsdata.txt to determine how the superseded data were derived.
 TF0708
 TF0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV267241(NAD 83)
 TF0708_MARKER: DR = REFERENCE MARK DISK
 TF0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0708_STAMPING: O 10 Z NO 2 1963
 TF0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0708+STABILITY: SURFACE MOTION
 TF0708
 TF0708  HISTORY     - Date     Condition        Report By
 TF0708  HISTORY     - 1963     MONUMENTED       CGS
 TF0708
 TF0708                          STATION DESCRIPTION
 TF0708
 TF0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0708'5.45 MI SW FROM ANTLER.
 TF0708'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0708'RAILWAY STATION AT ANTLER, THENCE 3.8 MILES WEST ALONG A GRAVELED
 TF0708'ROAD, THENCE 1.4 MILES SOUTH ALONG A GRAVELED ROAD, IN SECTION 13, T
 TF0708'163 N, R 83 W, 63 FEET WEST OF THE CENTER LINE OF THE ROAD, 28.0 FEET
 TF0708'SOUTH-SOUTHEAST OF O 10 Z 1963, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF0708'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0740 ***********************************************************************
 TF0740  DESIGNATION -  O 11 B 1
 TF0740  PID         -  TF0740
 TF0740  STATE/COUNTY-  ND/BOTTINEAU
 TF0740  USGS QUAD   -  ANTLER (1971)
 TF0740
 TF0740                         *CURRENT SURVEY CONTROL
 TF0740  ___________________________________________________________________
 TF0740* NAD 83(1986)-  48 53 44.     (N)    101 18 32.     (W)     SCALED    
 TF0740* NAVD 88     -       470.813  (meters)    1544.66   (feet)  ADJUSTED  
 TF0740  ___________________________________________________________________
 TF0740  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TF0740  DYNAMIC HT  -         470.924 (meters)    1545.02  (feet)  COMP
 TF0740  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TF0740
 TF0740  VERT ORDER  -  SECOND    CLASS 0
 TF0740
 TF0740.The horizontal coordinates were scaled from a topographic map and have
 TF0740.an estimated accuracy of +/- 6 seconds.
 TF0740
 TF0740.The orthometric height was determined by differential leveling
 TF0740.and adjusted by the National Geodetic Survey in June 1991..
 TF0740
 TF0740.The geoid height was determined by GEOID03.
 TF0740
 TF0740.The dynamic height is computed by dividing the NAVD 88
 TF0740.geopotential number by the normal gravity value computed on the
 TF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0740.degrees latitude (g = 980.6199 gals.).
 TF0740
 TF0740.The modeled gravity was interpolated from observed gravity values.
 TF0740
 TF0740;                    North         East    Units  Estimated Accuracy
 TF0740;SPC ND N     -   211,070.      540,690.      MT  (+/- 180 meters Scaled)
 TF0740
 TF0740                          SUPERSEDED SURVEY CONTROL
 TF0740
 TF0740  NGVD 29 (??/??/92)  470.47   (m)         1543.5    (f) COMPUTED    2 0
 TF0740
 TF0740.Superseded values are not recommended for survey control.
 TF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0740.See file dsdata.txt to determine how the superseded data were derived.
 TF0740
 TF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV307184(NAD 83)
 TF0740_MARKER: DD = SURVEY DISK
 TF0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0740+STABILITY: SURFACE MOTION
 TF0740
 TF0740  HISTORY     - Date     Condition        Report By
 TF0740  HISTORY     - UNK      MONUMENTED       DOD
 TF0740  HISTORY     - 1963     GOOD             NGS
 TF0740
 TF0740                          STATION DESCRIPTION
 TF0740
 TF0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0740'6.6 MI S FROM ANTLER.
 TF0740'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0740'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0740'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 0.4 MILE WEST
 TF0740'ALONG A GRAVELED ROAD, THENCE 0.15 MILE NORTH ACROSS COUNTRY, ON THE
 TF0740'CREST OF A SMALL KNOLL, IN SECTION 33, T 163 N, R 82 W, AND THE TOP
 TF0740'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0740'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0734 ***********************************************************************
 TF0734  DESIGNATION -  O 11 B 2
 TF0734  PID         -  TF0734
 TF0734  STATE/COUNTY-  ND/BOTTINEAU
 TF0734  USGS QUAD   -  ANTLER (1971)
 TF0734
 TF0734                         *CURRENT SURVEY CONTROL
 TF0734  ___________________________________________________________________
 TF0734* NAD 83(1986)-  48 53 38.     (N)    101 18 12.     (W)     SCALED    
 TF0734* NAVD 88     -       469.813  (meters)    1541.38   (feet)  ADJUSTED  
 TF0734  ___________________________________________________________________
 TF0734  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TF0734  DYNAMIC HT  -         469.923 (meters)    1541.74  (feet)  COMP
 TF0734  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TF0734
 TF0734  VERT ORDER  -  SECOND    CLASS 0
 TF0734
 TF0734.The horizontal coordinates were scaled from a topographic map and have
 TF0734.an estimated accuracy of +/- 6 seconds.
 TF0734
 TF0734.The orthometric height was determined by differential leveling
 TF0734.and adjusted by the National Geodetic Survey in June 1991..
 TF0734
 TF0734.The geoid height was determined by GEOID03.
 TF0734
 TF0734.The dynamic height is computed by dividing the NAVD 88
 TF0734.geopotential number by the normal gravity value computed on the
 TF0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0734.degrees latitude (g = 980.6199 gals.).
 TF0734
 TF0734.The modeled gravity was interpolated from observed gravity values.
 TF0734
 TF0734;                    North         East    Units  Estimated Accuracy
 TF0734;SPC ND N     -   210,880.      541,090.      MT  (+/- 180 meters Scaled)
 TF0734
 TF0734                          SUPERSEDED SURVEY CONTROL
 TF0734
 TF0734  NGVD 29 (??/??/92)  469.47   (m)         1540.3    (f) COMPUTED    2 0
 TF0734
 TF0734.Superseded values are not recommended for survey control.
 TF0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0734.See file dsdata.txt to determine how the superseded data were derived.
 TF0734
 TF0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV311182(NAD 83)
 TF0734_MARKER: DD = SURVEY DISK
 TF0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0734+STABILITY: SURFACE MOTION
 TF0734
 TF0734  HISTORY     - Date     Condition        Report By
 TF0734  HISTORY     - UNK      MONUMENTED       DOD
 TF0734  HISTORY     - 1968     GOOD             NGS
 TF0734
 TF0734                          STATION DESCRIPTION
 TF0734
 TF0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TF0734'6.2 MI S FROM ANTLER.
 TF0734'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0734'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0734'THENCE 5.0 MILES SOUTH ALONG STATION, HIGHWAY 30, THENCE 0.15 MILE
 TF0734'WEST ALONG A GRAVELED ROAD, IN SECTION 33, T 163 N, R 82 W, 188 FEET
 TF0734'NORTH OF THE CENTER LINE OF THE ROAD, 148 FEET NORTH OF A FENCE, 83
 TF0734'FEET NORTH OF A POWER POLE, AND THE TOP SURFACE OVER THE CENTER HOLE
 TF0734'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0734'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0737 ***********************************************************************
 TF0737  DESIGNATION -  O 11 Z
 TF0737  PID         -  TF0737
 TF0737  STATE/COUNTY-  ND/BOTTINEAU
 TF0737  USGS QUAD   -  ANTLER (1971)
 TF0737
 TF0737                         *CURRENT SURVEY CONTROL
 TF0737  ___________________________________________________________________
 TF0737* NAD 83(1986)-  48 53 35.     (N)    101 18 40.     (W)     SCALED    
 TF0737* NAVD 88     -       470.129  (meters)    1542.41   (feet)  ADJUSTED  
 TF0737  ___________________________________________________________________
 TF0737  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TF0737  DYNAMIC HT  -         470.239 (meters)    1542.78  (feet)  COMP
 TF0737  MODELED GRAV-     980,830.4   (mgal)                       NAVD 88
 TF0737
 TF0737  VERT ORDER  -  SECOND    CLASS 0
 TF0737
 TF0737.The horizontal coordinates were scaled from a topographic map and have
 TF0737.an estimated accuracy of +/- 6 seconds.
 TF0737
 TF0737.The orthometric height was determined by differential leveling
 TF0737.and adjusted by the National Geodetic Survey in June 1991..
 TF0737
 TF0737.The geoid height was determined by GEOID03.
 TF0737
 TF0737.The dynamic height is computed by dividing the NAVD 88
 TF0737.geopotential number by the normal gravity value computed on the
 TF0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0737.degrees latitude (g = 980.6199 gals.).
 TF0737
 TF0737.The modeled gravity was interpolated from observed gravity values.
 TF0737
 TF0737;                    North         East    Units  Estimated Accuracy
 TF0737;SPC ND N     -   210,800.      540,520.      MT  (+/- 180 meters Scaled)
 TF0737
 TF0737                          SUPERSEDED SURVEY CONTROL
 TF0737
 TF0737  NGVD 29 (??/??/92)  469.78   (m)         1541.3    (f) COMPUTED    2 0
 TF0737
 TF0737.Superseded values are not recommended for survey control.
 TF0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0737.See file dsdata.txt to determine how the superseded data were derived.
 TF0737
 TF0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV306181(NAD 83)
 TF0737_MARKER: DS = TRIANGULATION STATION DISK
 TF0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0737_STAMPING: O 11 Z 1963
 TF0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0737+STABILITY: SURFACE MOTION
 TF0737
 TF0737  HISTORY     - Date     Condition        Report By
 TF0737  HISTORY     - 1963     MONUMENTED       CGS
 TF0737
 TF0737                          STATION DESCRIPTION
 TF0737
 TF0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0737'6.55 MI S FROM ANTLER.
 TF0737'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0737'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0737'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 0.5 MILE WEST
 TF0737'ALONG A GRAVELED ROAD, IN SECTION 4, T 162 N, R 82 W, 43 FEET SOUTH OF
 TF0737'THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST,
 TF0737'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TF0737'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0733 ***********************************************************************
 TF0733  DESIGNATION -  O 11 Z AZ MK
 TF0733  PID         -  TF0733
 TF0733  STATE/COUNTY-  ND/BOTTINEAU
 TF0733  USGS QUAD   -  ANTLER (1971)
 TF0733
 TF0733                         *CURRENT SURVEY CONTROL
 TF0733  ___________________________________________________________________
 TF0733* NAD 83(1986)-  48 53 37.     (N)    101 18 11.     (W)     SCALED    
 TF0733* NAVD 88     -       468.421  (meters)    1536.81   (feet)  ADJUSTED  
 TF0733  ___________________________________________________________________
 TF0733  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 TF0733  DYNAMIC HT  -         468.531 (meters)    1537.17  (feet)  COMP
 TF0733  MODELED GRAV-     980,830.8   (mgal)                       NAVD 88
 TF0733
 TF0733  VERT ORDER  -  SECOND    CLASS 0
 TF0733
 TF0733.The horizontal coordinates were scaled from a topographic map and have
 TF0733.an estimated accuracy of +/- 6 seconds.
 TF0733
 TF0733.The orthometric height was determined by differential leveling
 TF0733.and adjusted by the National Geodetic Survey in June 1991..
 TF0733
 TF0733.The geoid height was determined by GEOID03.
 TF0733
 TF0733.The dynamic height is computed by dividing the NAVD 88
 TF0733.geopotential number by the normal gravity value computed on the
 TF0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0733.degrees latitude (g = 980.6199 gals.).
 TF0733
 TF0733.The modeled gravity was interpolated from observed gravity values.
 TF0733
 TF0733;                    North         East    Units  Estimated Accuracy
 TF0733;SPC ND N     -   210,850.      541,110.      MT  (+/- 180 meters Scaled)
 TF0733
 TF0733                          SUPERSEDED SURVEY CONTROL
 TF0733
 TF0733  NGVD 29 (??/??/92)  468.08   (m)         1535.7    (f) COMPUTED    2 0
 TF0733
 TF0733.Superseded values are not recommended for survey control.
 TF0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0733.See file dsdata.txt to determine how the superseded data were derived.
 TF0733
 TF0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV311181(NAD 83)
 TF0733_MARKER: DZ = AZIMUTH MARK DISK
 TF0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0733_STAMPING: O 11 Z 1963
 TF0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0733+STABILITY: SURFACE MOTION
 TF0733
 TF0733  HISTORY     - Date     Condition        Report By
 TF0733  HISTORY     - 1963     MONUMENTED       CGS
 TF0733
 TF0733                          STATION DESCRIPTION
 TF0733
 TF0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0733'6.2 MI S FROM ANTLER.
 TF0733'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0733'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0733'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 0.15 MILE WEST
 TF0733'ALONG A GRAVELED ROAD, IN SECTION 33, T 163 N, R 82 W, 43 FEET NORTH
 TF0733'OF THE CENTER LINE OF THE ROAD, 77 FEET SOTHWEST OF A POWER POLE, 1
 TF0733'1/2 FEET SOUTH OF A TELEPHONE POLE, 6 FEET NORTH OF A FENCE, 1.2 FEET
 TF0733'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF0733'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0736 ***********************************************************************
 TF0736  DESIGNATION -  O 11 Z RM 1
 TF0736  PID         -  TF0736
 TF0736  STATE/COUNTY-  ND/BOTTINEAU
 TF0736  USGS QUAD   -  ANTLER (1971)
 TF0736
 TF0736                         *CURRENT SURVEY CONTROL
 TF0736  ___________________________________________________________________
 TF0736* NAD 83(1986)-  48 53 35.     (N)    101 18 40.     (W)     SCALED    
 TF0736* NAVD 88     -       469.531  (meters)    1540.45   (feet)  ADJUSTED  
 TF0736  ___________________________________________________________________
 TF0736  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TF0736  DYNAMIC HT  -         469.641 (meters)    1540.81  (feet)  COMP
 TF0736  MODELED GRAV-     980,830.4   (mgal)                       NAVD 88
 TF0736
 TF0736  VERT ORDER  -  SECOND    CLASS 0
 TF0736
 TF0736.The horizontal coordinates were scaled from a topographic map and have
 TF0736.an estimated accuracy of +/- 6 seconds.
 TF0736
 TF0736.The orthometric height was determined by differential leveling
 TF0736.and adjusted by the National Geodetic Survey in June 1991..
 TF0736
 TF0736.The geoid height was determined by GEOID03.
 TF0736
 TF0736.The dynamic height is computed by dividing the NAVD 88
 TF0736.geopotential number by the normal gravity value computed on the
 TF0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0736.degrees latitude (g = 980.6199 gals.).
 TF0736
 TF0736.The modeled gravity was interpolated from observed gravity values.
 TF0736
 TF0736;                    North         East    Units  Estimated Accuracy
 TF0736;SPC ND N     -   210,800.      540,520.      MT  (+/- 180 meters Scaled)
 TF0736
 TF0736                          SUPERSEDED SURVEY CONTROL
 TF0736
 TF0736  NGVD 29 (??/??/92)  469.18   (m)         1539.3    (f) COMPUTED    2 0
 TF0736
 TF0736.Superseded values are not recommended for survey control.
 TF0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0736.See file dsdata.txt to determine how the superseded data were derived.
 TF0736
 TF0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV306181(NAD 83)
 TF0736_MARKER: DR = REFERENCE MARK DISK
 TF0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0736_STAMPING: O 11 Z NO 1 1963
 TF0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0736+STABILITY: SURFACE MOTION
 TF0736
 TF0736  HISTORY     - Date     Condition        Report By
 TF0736  HISTORY     - 1963     MONUMENTED       CGS
 TF0736
 TF0736                          STATION DESCRIPTION
 TF0736
 TF0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0736'6.55 MI S FROM ANTLER.
 TF0736'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0736'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0736'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 0.5 MILE WEST
 TF0736'ALONG A GRAVELED ROAD, IN SECTION 4, T 162 N, R 82 W, 35 FEET SOUTH OF
 TF0736'THE CENTER LINE OF THE ROAD, 92.0 FEET EAST OF O 11 Z 1963, ABOUT 3
 TF0736'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF0736'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0738 ***********************************************************************
 TF0738  DESIGNATION -  O 11 Z RM 2
 TF0738  PID         -  TF0738
 TF0738  STATE/COUNTY-  ND/BOTTINEAU
 TF0738  USGS QUAD   -  ANTLER (1971)
 TF0738
 TF0738                         *CURRENT SURVEY CONTROL
 TF0738  ___________________________________________________________________
 TF0738* NAD 83(1986)-  48 53 35.     (N)    101 18 40.     (W)     SCALED    
 TF0738* NAVD 88     -       469.996  (meters)    1541.98   (feet)  ADJUSTED  
 TF0738  ___________________________________________________________________
 TF0738  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 TF0738  DYNAMIC HT  -         470.107 (meters)    1542.34  (feet)  COMP
 TF0738  MODELED GRAV-     980,830.4   (mgal)                       NAVD 88
 TF0738
 TF0738  VERT ORDER  -  SECOND    CLASS 0
 TF0738
 TF0738.The horizontal coordinates were scaled from a topographic map and have
 TF0738.an estimated accuracy of +/- 6 seconds.
 TF0738
 TF0738.The orthometric height was determined by differential leveling
 TF0738.and adjusted by the National Geodetic Survey in June 1991..
 TF0738
 TF0738.The geoid height was determined by GEOID03.
 TF0738
 TF0738.The dynamic height is computed by dividing the NAVD 88
 TF0738.geopotential number by the normal gravity value computed on the
 TF0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0738.degrees latitude (g = 980.6199 gals.).
 TF0738
 TF0738.The modeled gravity was interpolated from observed gravity values.
 TF0738
 TF0738;                    North         East    Units  Estimated Accuracy
 TF0738;SPC ND N     -   210,800.      540,520.      MT  (+/- 180 meters Scaled)
 TF0738
 TF0738                          SUPERSEDED SURVEY CONTROL
 TF0738
 TF0738  NGVD 29 (??/??/92)  469.65   (m)         1540.8    (f) COMPUTED    2 0
 TF0738
 TF0738.Superseded values are not recommended for survey control.
 TF0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0738.See file dsdata.txt to determine how the superseded data were derived.
 TF0738
 TF0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV306181(NAD 83)
 TF0738_MARKER: DR = REFERENCE MARK DISK
 TF0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0738_STAMPING: O 11 Z NO 2 1963
 TF0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0738+STABILITY: SURFACE MOTION
 TF0738
 TF0738  HISTORY     - Date     Condition        Report By
 TF0738  HISTORY     - 1963     MONUMENTED       CGS
 TF0738
 TF0738                          STATION DESCRIPTION
 TF0738
 TF0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0738'6.55 MI S FROM ANTLER.
 TF0738'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0738'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0738'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 39, THENCE 0.5 MILE WEST
 TF0738'ALONG A GRAVELED ROAD, IN SECTION 4, T 162 N, R 82 W, 40 FEET SOUTH OF
 TF0738'THE CENTER LINE OF THE ROAD, 91.4 FEET WEST OF O 11 Z 1963, ABOUT 2
 TF0738'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF0738'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1244 ***********************************************************************
 TE1244  DESIGNATION -  O 2
 TE1244  PID         -  TE1244
 TE1244  STATE/COUNTY-  ND/BENSON
 TE1244  USGS QUAD   -  LEEDS (1980)
 TE1244
 TE1244                         *CURRENT SURVEY CONTROL
 TE1244  ___________________________________________________________________
 TE1244* NAD 83(1986)-  48 17 08.     (N)    099 23 40.     (W)     SCALED    
 TE1244* NAVD 88     -       457.901  (meters)    1502.30   (feet)  ADJUSTED  
 TE1244  ___________________________________________________________________
 TE1244  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 TE1244  DYNAMIC HT  -         457.983 (meters)    1502.57  (feet)  COMP
 TE1244  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 TE1244
 TE1244  VERT ORDER  -  FIRST     CLASS II
 TE1244
 TE1244.The horizontal coordinates were scaled from a topographic map and have
 TE1244.an estimated accuracy of +/- 6 seconds.
 TE1244
 TE1244.The orthometric height was determined by differential leveling
 TE1244.and adjusted by the National Geodetic Survey in June 1991..
 TE1244
 TE1244.The geoid height was determined by GEOID03.
 TE1244
 TE1244.The dynamic height is computed by dividing the NAVD 88
 TE1244.geopotential number by the normal gravity value computed on the
 TE1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1244.degrees latitude (g = 980.6199 gals.).
 TE1244
 TE1244.The modeled gravity was interpolated from observed gravity values.
 TE1244
 TE1244;                    North         East    Units  Estimated Accuracy
 TE1244;SPC ND N     -   143,520.      682,040.      MT  (+/- 180 meters Scaled)
 TE1244
 TE1244                          SUPERSEDED SURVEY CONTROL
 TE1244
 TE1244.No superseded survey control is available for this station.
 TE1244
 TE1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU707481(NAD 83)
 TE1244_MARKER: DB = BENCH MARK DISK
 TE1244_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TE1244_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TE1244_STAMPING: ELEV 1501.099 FT O 2
 TE1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1244
 TE1244  HISTORY     - Date     Condition        Report By
 TE1244  HISTORY     - UNK      MONUMENTED       CGS
 TE1244  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE1244  HISTORY     - 1982     MARK NOT FOUND   NGS
 TE1244
 TE1244                          STATION DESCRIPTION
 TE1244
 TE1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE1244'2.2 MI E FROM LEEDS.
 TE1244'2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM LEADS, BENSON
 TE1244'COUNTY, 2.1 MILES WEST OF NILES, 0.5 MILE EAST OF MILEPOST 114, 130
 TE1244'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 134 FEET SOUTH OF THE
 TE1244'CENTERLINE OF THE TRACK, 39 FEET EAST OF THE CENTERLINE OF A
 TE1244'NORTH-AND-SOUTH SECTION-LINE ROAD THAT CROSSES THE TRACK, 25 FEET
 TE1244'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT UNDER THE
 TE1244'ROAD, AND 1.5 FEET FROM THE RIGHT-OF-WAY FENCE.  A STANDARD CAP,
 TE1244'STAMPED ELEV 1501.099 FT O 2 AND SCREWED ON THE TOP OF A 3-1/2-INCH
 TE1244'IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 TE1244
 TE1244                          STATION RECOVERY (1982)
 TE1244
 TE1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1244'SEARCHED FOR BUT NOT RECOVERED, ALSO NOT RECOVERED IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0720 ***********************************************************************
 TF0720  DESIGNATION -  O 2 B 1
 TF0720  PID         -  TF0720
 TF0720  STATE/COUNTY-  ND/BOTTINEAU
 TF0720  USGS QUAD   -  ANTLER (1971)
 TF0720
 TF0720                         *CURRENT SURVEY CONTROL
 TF0720  ___________________________________________________________________
 TF0720* NAD 83(1986)-  48 57 59.     (N)    101 15 51.     (W)     SCALED    
 TF0720* NAVD 88     -       468.304  (meters)    1536.43   (feet)  ADJUSTED  
 TF0720  ___________________________________________________________________
 TF0720  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0720  DYNAMIC HT  -         468.418 (meters)    1536.80  (feet)  COMP
 TF0720  MODELED GRAV-     980,839.6   (mgal)                       NAVD 88
 TF0720
 TF0720  VERT ORDER  -  SECOND    CLASS 0
 TF0720
 TF0720.The horizontal coordinates were scaled from a topographic map and have
 TF0720.an estimated accuracy of +/- 6 seconds.
 TF0720
 TF0720.The orthometric height was determined by differential leveling
 TF0720.and adjusted by the National Geodetic Survey in June 1991..
 TF0720
 TF0720.The geoid height was determined by GEOID03.
 TF0720
 TF0720.The dynamic height is computed by dividing the NAVD 88
 TF0720.geopotential number by the normal gravity value computed on the
 TF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0720.degrees latitude (g = 980.6199 gals.).
 TF0720
 TF0720.The modeled gravity was interpolated from observed gravity values.
 TF0720
 TF0720;                    North         East    Units  Estimated Accuracy
 TF0720;SPC ND N     -   218,920.      544,050.      MT  (+/- 180 meters Scaled)
 TF0720
 TF0720                          SUPERSEDED SURVEY CONTROL
 TF0720
 TF0720  NGVD 29 (??/??/92)  467.95   (m)         1535.3    (f) COMPUTED    2 0
 TF0720
 TF0720.Superseded values are not recommended for survey control.
 TF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0720.See file dsdata.txt to determine how the superseded data were derived.
 TF0720
 TF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV342261(NAD 83)
 TF0720_MARKER: DD = SURVEY DISK
 TF0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0720+STABILITY: SURFACE MOTION
 TF0720
 TF0720  HISTORY     - Date     Condition        Report By
 TF0720  HISTORY     - UNK      MONUMENTED       DOD
 TF0720  HISTORY     - 1963     GOOD             NGS
 TF0720
 TF0720                          STATION DESCRIPTION
 TF0720
 TF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0720'1.4 MI E FROM ANTLER.
 TF0720'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0720'RAILWAY STATION AT ANTLER, THENCE 0.85 MILE EAST ALONG A GRAVELED
 TF0720'ROAD, IN SECTION 2, T 163 N, R 82 W, 188 FEET NORTH OF THE CENTER LINE
 TF0720'OF THE ROAD, 93 FEET NORTHWEST OF A POWER POLE, AND THE TOP SURFACE
 TF0720'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TF0720'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1245 ***********************************************************************
 TE1245  DESIGNATION -  O 2 RESET
 TE1245  PID         -  TE1245
 TE1245  STATE/COUNTY-  ND/BENSON
 TE1245  USGS QUAD   -  LEEDS (1980)
 TE1245
 TE1245                         *CURRENT SURVEY CONTROL
 TE1245  ___________________________________________________________________
 TE1245* NAD 83(1986)-  48 17 07.     (N)    099 23 39.     (W)     SCALED    
 TE1245* NAVD 88     -       457.51   (meters)    1501.0    (feet)  RESET     
 TE1245  ___________________________________________________________________
 TE1245  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 TE1245
 TE1245  VERT ORDER  -  THIRD
 TE1245
 TE1245.The horizontal coordinates were scaled from a topographic map and have
 TE1245.an estimated accuracy of +/- 6 seconds.
 TE1245
 TE1245.The orthometric height was computed from unverified reset data.
 TE1245
 TE1245.The geoid height was determined by GEOID03.
 TE1245
 TE1245;                    North         East    Units  Estimated Accuracy
 TE1245;SPC ND N     -   143,490.      682,060.      MT  (+/- 180 meters Scaled)
 TE1245
 TE1245                          SUPERSEDED SURVEY CONTROL
 TE1245
 TE1245.No superseded survey control is available for this station.
 TE1245
 TE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU707480(NAD 83)
 TE1245_MARKER: DB = BENCH MARK DISK
 TE1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1245_STAMPING: O 2 RESET 1967
 TE1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1245+STABILITY: SURFACE MOTION
 TE1245
 TE1245  HISTORY     - Date     Condition        Report By
 TE1245  HISTORY     - 1967     MONUMENTED       CGS
 TE1245
 TE1245                          STATION DESCRIPTION
 TE1245
 TE1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TE1245'2.2 MI E FROM LEEDS.
 TE1245'2.2 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM LEEDS, 2.1 MILES
 TE1245'WEST OF NILES, 139.3 FEET SOUTH OF STATION 124+68 OF NEW HIGHWAY
 TE1245'CENTER LINE, 40 FEET EAST OF CENTER LINE OF A NORTH AND SOUTH SECTION
 TE1245'LINE ROAD THAT CROSSES THE TRACK, SET IN THE TOP OF A CONCRETE POST
 TE1245'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0722 ***********************************************************************
 TF0722  DESIGNATION -  O 2 Z
 TF0722  PID         -  TF0722
 TF0722  STATE/COUNTY-  ND/BOTTINEAU
 TF0722  USGS QUAD   -  ANTLER (1971)
 TF0722
 TF0722                         *CURRENT SURVEY CONTROL
 TF0722  ___________________________________________________________________
 TF0722* NAD 83(1986)-  48 58 11.     (N)    101 15 59.     (W)     SCALED    
 TF0722* NAVD 88     -       468.917  (meters)    1538.44   (feet)  ADJUSTED  
 TF0722  ___________________________________________________________________
 TF0722  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0722  DYNAMIC HT  -         469.031 (meters)    1538.81  (feet)  COMP
 TF0722  MODELED GRAV-     980,840.0   (mgal)                       NAVD 88
 TF0722
 TF0722  VERT ORDER  -  SECOND    CLASS 0
 TF0722
 TF0722.The horizontal coordinates were scaled from a topographic map and have
 TF0722.an estimated accuracy of +/- 6 seconds.
 TF0722
 TF0722.The orthometric height was determined by differential leveling
 TF0722.and adjusted by the National Geodetic Survey in June 1991..
 TF0722
 TF0722.The geoid height was determined by GEOID03.
 TF0722
 TF0722.The dynamic height is computed by dividing the NAVD 88
 TF0722.geopotential number by the normal gravity value computed on the
 TF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0722.degrees latitude (g = 980.6199 gals.).
 TF0722
 TF0722.The modeled gravity was interpolated from observed gravity values.
 TF0722
 TF0722;                    North         East    Units  Estimated Accuracy
 TF0722;SPC ND N     -   219,290.      543,890.      MT  (+/- 180 meters Scaled)
 TF0722
 TF0722                          SUPERSEDED SURVEY CONTROL
 TF0722
 TF0722  NGVD 29 (??/??/92)  468.56   (m)         1537.3    (f) COMPUTED    2 0
 TF0722
 TF0722.Superseded values are not recommended for survey control.
 TF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0722.See file dsdata.txt to determine how the superseded data were derived.
 TF0722
 TF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV341265(NAD 83)
 TF0722_MARKER: DS = TRIANGULATION STATION DISK
 TF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0722_STAMPING: O 2 Z 1963
 TF0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0722+STABILITY: SURFACE MOTION
 TF0722
 TF0722  HISTORY     - Date     Condition        Report By
 TF0722  HISTORY     - 1963     MONUMENTED       CGS
 TF0722
 TF0722                          STATION DESCRIPTION
 TF0722
 TF0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0722'1.3 MI E FROM ANTLER.
 TF0722'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0722'RAILWAY STATION AT ANTLER, THENCE 0.75 MILE EAST ALONG A GRAVELED
 TF0722'ROAD, THENCE 0.3 MILE NORTH ACROSS COUNTRY, ON THE CREST OF A SMALL
 TF0722'RIDGE, IN SECTION 2, T 163 N, R 82 W, 15 FEET SOUTHWEST OF A FENCE
 TF0722'CORNER, 10 FEET SOUTH OF AN EAST-WEST FENCE, 2.9 FEET SOUTHWEST OF A
 TF0722'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0722'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0723 ***********************************************************************
 TF0723  DESIGNATION -  O 2 Z RM 1
 TF0723  PID         -  TF0723
 TF0723  STATE/COUNTY-  ND/BOTTINEAU
 TF0723  USGS QUAD   -  ANTLER (1971)
 TF0723
 TF0723                         *CURRENT SURVEY CONTROL
 TF0723  ___________________________________________________________________
 TF0723* NAD 83(1986)-  48 58 11.     (N)    101 15 59.     (W)     SCALED    
 TF0723* NAVD 88     -       468.147  (meters)    1535.91   (feet)  ADJUSTED  
 TF0723  ___________________________________________________________________
 TF0723  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0723  DYNAMIC HT  -         468.261 (meters)    1536.29  (feet)  COMP
 TF0723  MODELED GRAV-     980,840.0   (mgal)                       NAVD 88
 TF0723
 TF0723  VERT ORDER  -  SECOND    CLASS 0
 TF0723
 TF0723.The horizontal coordinates were scaled from a topographic map and have
 TF0723.an estimated accuracy of +/- 6 seconds.
 TF0723
 TF0723.The orthometric height was determined by differential leveling
 TF0723.and adjusted by the National Geodetic Survey in June 1991..
 TF0723
 TF0723.The geoid height was determined by GEOID03.
 TF0723
 TF0723.The dynamic height is computed by dividing the NAVD 88
 TF0723.geopotential number by the normal gravity value computed on the
 TF0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0723.degrees latitude (g = 980.6199 gals.).
 TF0723
 TF0723.The modeled gravity was interpolated from observed gravity values.
 TF0723
 TF0723;                    North         East    Units  Estimated Accuracy
 TF0723;SPC ND N     -   219,290.      543,890.      MT  (+/- 180 meters Scaled)
 TF0723
 TF0723                          SUPERSEDED SURVEY CONTROL
 TF0723
 TF0723  NGVD 29 (??/??/92)  467.79   (m)         1534.7    (f) COMPUTED    2 0
 TF0723
 TF0723.Superseded values are not recommended for survey control.
 TF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0723.See file dsdata.txt to determine how the superseded data were derived.
 TF0723
 TF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV341265(NAD 83)
 TF0723_MARKER: DR = REFERENCE MARK DISK
 TF0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0723_STAMPING: O 2 Z NO 1 1963
 TF0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0723+STABILITY: SURFACE MOTION
 TF0723
 TF0723  HISTORY     - Date     Condition        Report By
 TF0723  HISTORY     - 1963     MONUMENTED       CGS
 TF0723
 TF0723                          STATION DESCRIPTION
 TF0723
 TF0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0723'1.3 MI E FROM ANTLER.
 TF0723'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0723'RAILWAY STATION AT ANTLER, THENCE 0.75 MILE EAST ALONG A GRAVELED
 TF0723'ROAD, THENCE 0.3 MILE NORTH ACROSS COUNTRY, ON THE CREST OF A SMALL
 TF0723'RIDGE, IN SECTION 2, T 163 N, R 82 W, 1 FOOT WEST OF A NORTH-SOUTH
 TF0723'FENCE, 78 FEET NORTH OF O 2 Z 1963, AND SET IN THE TOP OF A CONCRETE
 TF0723'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0721 ***********************************************************************
 TF0721  DESIGNATION -  O 2 Z RM 2
 TF0721  PID         -  TF0721
 TF0721  STATE/COUNTY-  ND/BOTTINEAU
 TF0721  USGS QUAD   -  ANTLER (1971)
 TF0721
 TF0721                         *CURRENT SURVEY CONTROL
 TF0721  ___________________________________________________________________
 TF0721* NAD 83(1986)-  48 58 11.     (N)    101 15 58.     (W)     SCALED    
 TF0721* NAVD 88     -       468.226  (meters)    1536.17   (feet)  ADJUSTED  
 TF0721  ___________________________________________________________________
 TF0721  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 TF0721  DYNAMIC HT  -         468.340 (meters)    1536.55  (feet)  COMP
 TF0721  MODELED GRAV-     980,840.0   (mgal)                       NAVD 88
 TF0721
 TF0721  VERT ORDER  -  SECOND    CLASS 0
 TF0721
 TF0721.The horizontal coordinates were scaled from a topographic map and have
 TF0721.an estimated accuracy of +/- 6 seconds.
 TF0721
 TF0721.The orthometric height was determined by differential leveling
 TF0721.and adjusted by the National Geodetic Survey in June 1991..
 TF0721
 TF0721.The geoid height was determined by GEOID03.
 TF0721
 TF0721.The dynamic height is computed by dividing the NAVD 88
 TF0721.geopotential number by the normal gravity value computed on the
 TF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0721.degrees latitude (g = 980.6199 gals.).
 TF0721
 TF0721.The modeled gravity was interpolated from observed gravity values.
 TF0721
 TF0721;                    North         East    Units  Estimated Accuracy
 TF0721;SPC ND N     -   219,290.      543,910.      MT  (+/- 180 meters Scaled)
 TF0721
 TF0721                          SUPERSEDED SURVEY CONTROL
 TF0721
 TF0721  NGVD 29 (??/??/92)  467.87   (m)         1535.0    (f) COMPUTED    2 0
 TF0721
 TF0721.Superseded values are not recommended for survey control.
 TF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0721.See file dsdata.txt to determine how the superseded data were derived.
 TF0721
 TF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV341265(NAD 83)
 TF0721_MARKER: DR = REFERENCE MARK DISK
 TF0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0721_STAMPING: O 2 Z NO 2 1963
 TF0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0721+STABILITY: SURFACE MOTION
 TF0721
 TF0721  HISTORY     - Date     Condition        Report By
 TF0721  HISTORY     - 1963     MONUMENTED       CGS
 TF0721
 TF0721                          STATION DESCRIPTION
 TF0721
 TF0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0721'1.3 MI E FROM ANTLER.
 TF0721'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0721'RAILWAY STATION AT ANTLER, THENCE 0.75 MILE EAST ALONG A GRAVELED
 TF0721'ROAD, THENCE 0.3 MILE NORTH ACROSS COUNTRY, ON THE CREST OF A SMALL
 TF0721'RIDGE, IN SECTION 2, T 163 N, R 82 W, 1 1/2 FEET SOUTH OF A FENCE, 68
 TF0721'FEET WEST OF O 2 Z 1963, AND IN THE TOP OF A CONCRETE POST PROJECTING
 TF0721'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0197 ***********************************************************************
 TF0197  DESIGNATION -  O 3
 TF0197  PID         -  TF0197
 TF0197  STATE/COUNTY-  ND/MCHENRY
 TF0197  USGS QUAD   -  TOWNER (1980)
 TF0197
 TF0197                         *CURRENT SURVEY CONTROL
 TF0197  ___________________________________________________________________
 TF0197* NAD 83(1986)-  48 20 32.     (N)    100 26 03.     (W)     SCALED    
 TF0197* NAVD 88     -       445.770  (meters)    1462.50   (feet)  ADJUSTED  
 TF0197  ___________________________________________________________________
 TF0197  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0197  DYNAMIC HT  -         445.860 (meters)    1462.79  (feet)  COMP
 TF0197  MODELED GRAV-     980,800.3   (mgal)                       NAVD 88
 TF0197
 TF0197  VERT ORDER  -  FIRST     CLASS II
 TF0197
 TF0197.The horizontal coordinates were scaled from a topographic map and have
 TF0197.an estimated accuracy of +/- 6 seconds.
 TF0197
 TF0197.The orthometric height was determined by differential leveling
 TF0197.and adjusted by the National Geodetic Survey in June 1991..
 TF0197
 TF0197.The geoid height was determined by GEOID03.
 TF0197
 TF0197.The dynamic height is computed by dividing the NAVD 88
 TF0197.geopotential number by the normal gravity value computed on the
 TF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0197.degrees latitude (g = 980.6199 gals.).
 TF0197
 TF0197.The modeled gravity was interpolated from observed gravity values.
 TF0197
 TF0197;                    North         East    Units  Estimated Accuracy
 TF0197;SPC ND N     -   149,230.      604,880.      MT  (+/- 180 meters Scaled)
 TF0197
 TF0197                          SUPERSEDED SURVEY CONTROL
 TF0197
 TF0197  NGVD 29 (??/??/92)  445.398  (m)         1461.28   (f) ADJ UNCH    1 2
 TF0197
 TF0197.Superseded values are not recommended for survey control.
 TF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0197.See file dsdata.txt to determine how the superseded data were derived.
 TF0197
 TF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU937553(NAD 83)
 TF0197_MARKER: DB = BENCH MARK DISK
 TF0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0197_SP_SET: ABUTMENT
 TF0197_STAMPING: O 3 ELEV 1461.277 FT
 TF0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0197
 TF0197  HISTORY     - Date     Condition        Report By
 TF0197  HISTORY     - UNK      MONUMENTED       CGS
 TF0197  HISTORY     - 1964     GOOD             NGS
 TF0197  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0197
 TF0197                          STATION DESCRIPTION
 TF0197
 TF0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0197'1.25 MI W FROM TOWNER.
 TF0197'ABOUT 1.25 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF0197'STATION AT TOWNER, IN S 9, T 156 N, R 76 W, SET IN THE TOP OF THE
 TF0197'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL-GIRDER BRIDGE
 TF0197'NUMBERED 1626 AND WHICH IS OVER THE MOUSE RIVER, 5 1/2 FEET SOUTH OF
 TF0197'THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 TF0197
 TF0197                          STATION RECOVERY (1982)
 TF0197
 TF0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0197'NOT SEARCHED FOR DURING THIS SURVEY.  OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0681 ***********************************************************************
 TF0681  DESIGNATION -  O 3 B 1
 TF0681  PID         -  TF0681
 TF0681  STATE/COUNTY-  ND/BOTTINEAU
 TF0681  USGS QUAD   -  WESTHOPE SW (1949)
 TF0681
 TF0681                         *CURRENT SURVEY CONTROL
 TF0681  ___________________________________________________________________
 TF0681* NAD 83(1986)-  48 52 07.     (N)    101 12 26.     (W)     SCALED    
 TF0681* NAVD 88     -       462.429  (meters)    1517.15   (feet)  ADJUSTED  
 TF0681  ___________________________________________________________________
 TF0681  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0681  DYNAMIC HT  -         462.537 (meters)    1517.51  (feet)  COMP
 TF0681  MODELED GRAV-     980,828.9   (mgal)                       NAVD 88
 TF0681
 TF0681  VERT ORDER  -  SECOND    CLASS 0
 TF0681
 TF0681.The horizontal coordinates were scaled from a topographic map and have
 TF0681.an estimated accuracy of +/- 6 seconds.
 TF0681
 TF0681.The orthometric height was determined by differential leveling
 TF0681.and adjusted by the National Geodetic Survey in June 1991..
 TF0681
 TF0681.The geoid height was determined by GEOID03.
 TF0681
 TF0681.The dynamic height is computed by dividing the NAVD 88
 TF0681.geopotential number by the normal gravity value computed on the
 TF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0681.degrees latitude (g = 980.6199 gals.).
 TF0681
 TF0681.The modeled gravity was interpolated from observed gravity values.
 TF0681
 TF0681;                    North         East    Units  Estimated Accuracy
 TF0681;SPC ND N     -   208,000.      548,110.      MT  (+/- 180 meters Scaled)
 TF0681
 TF0681                          SUPERSEDED SURVEY CONTROL
 TF0681
 TF0681  NGVD 29 (??/??/92)  462.07   (m)         1516.0    (f) COMPUTED    2 0
 TF0681
 TF0681.Superseded values are not recommended for survey control.
 TF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0681.See file dsdata.txt to determine how the superseded data were derived.
 TF0681
 TF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV381151(NAD 83)
 TF0681_MARKER: DD = SURVEY DISK
 TF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0681+STABILITY: SURFACE MOTION
 TF0681
 TF0681  HISTORY     - Date     Condition        Report By
 TF0681  HISTORY     - UNK      MONUMENTED       DOD
 TF0681  HISTORY     - 1963     GOOD             NGS
 TF0681
 TF0681                          STATION DESCRIPTION
 TF0681
 TF0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0681'7.4 MI SW FROM KUROKI.
 TF0681'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0681'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0681'ROAD, THENCE 0.45 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 TF0681'EAST ACROSS COUNTRY, IN SECTION 8, T 162 N, R 81 W, AND THE TOP
 TF0681'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0681'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0680 ***********************************************************************
 TF0680  DESIGNATION -  O 3 B 2
 TF0680  PID         -  TF0680
 TF0680  STATE/COUNTY-  ND/BOTTINEAU
 TF0680  USGS QUAD   -  WESTHOPE SW (1949)
 TF0680
 TF0680                         *CURRENT SURVEY CONTROL
 TF0680  ___________________________________________________________________
 TF0680* NAD 83(1986)-  48 52 18.     (N)    101 12 27.     (W)     SCALED    
 TF0680* NAVD 88     -       465.412  (meters)    1526.94   (feet)  ADJUSTED  
 TF0680  ___________________________________________________________________
 TF0680  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0680  DYNAMIC HT  -         465.521 (meters)    1527.30  (feet)  COMP
 TF0680  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 TF0680
 TF0680  VERT ORDER  -  SECOND    CLASS 0
 TF0680
 TF0680.The horizontal coordinates were scaled from a topographic map and have
 TF0680.an estimated accuracy of +/- 6 seconds.
 TF0680
 TF0680.The orthometric height was determined by differential leveling
 TF0680.and adjusted by the National Geodetic Survey in June 1991..
 TF0680
 TF0680.The geoid height was determined by GEOID03.
 TF0680
 TF0680.The dynamic height is computed by dividing the NAVD 88
 TF0680.geopotential number by the normal gravity value computed on the
 TF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0680.degrees latitude (g = 980.6199 gals.).
 TF0680
 TF0680.The modeled gravity was interpolated from observed gravity values.
 TF0680
 TF0680;                    North         East    Units  Estimated Accuracy
 TF0680;SPC ND N     -   208,340.      548,100.      MT  (+/- 180 meters Scaled)
 TF0680
 TF0680                          SUPERSEDED SURVEY CONTROL
 TF0680
 TF0680  NGVD 29 (??/??/92)  465.06   (m)         1525.8    (f) COMPUTED    2 0
 TF0680
 TF0680.Superseded values are not recommended for survey control.
 TF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0680.See file dsdata.txt to determine how the superseded data were derived.
 TF0680
 TF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV381155(NAD 83)
 TF0680_MARKER: DD = SURVEY DISK
 TF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0680+STABILITY: SURFACE MOTION
 TF0680
 TF0680  HISTORY     - Date     Condition        Report By
 TF0680  HISTORY     - UNK      MONUMENTED       DOD
 TF0680  HISTORY     - 1963     GOOD             NGS
 TF0680
 TF0680                          STATION DESCRIPTION
 TF0680
 TF0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0680'7.65 MI SW FROM KUROKI.
 TF0680'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0680'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0680'ROAD, THENCE 0.7 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.25 MILE
 TF0680'EAST ACROSS COUNTRY, IN SECTION 8, T 162 N, R 81 W, AND THE TOP
 TF0680'SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0680'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0683 ***********************************************************************
 TF0683  DESIGNATION -  O 3 Z
 TF0683  PID         -  TF0683
 TF0683  STATE/COUNTY-  ND/BOTTINEAU
 TF0683  USGS QUAD   -  WESTHOPE SW (1949)
 TF0683
 TF0683                         *CURRENT SURVEY CONTROL
 TF0683  ___________________________________________________________________
 TF0683* NAD 83(1986)-  48 52 23.     (N)    101 12 45.     (W)     SCALED    
 TF0683* NAVD 88     -       461.771  (meters)    1514.99   (feet)  ADJUSTED  
 TF0683  ___________________________________________________________________
 TF0683  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0683  DYNAMIC HT  -         461.878 (meters)    1515.34  (feet)  COMP
 TF0683  MODELED GRAV-     980,829.4   (mgal)                       NAVD 88
 TF0683
 TF0683  VERT ORDER  -  SECOND    CLASS 0
 TF0683
 TF0683.The horizontal coordinates were scaled from a topographic map and have
 TF0683.an estimated accuracy of +/- 6 seconds.
 TF0683
 TF0683.The orthometric height was determined by differential leveling
 TF0683.and adjusted by the National Geodetic Survey in June 1991..
 TF0683
 TF0683.The geoid height was determined by GEOID03.
 TF0683
 TF0683.The dynamic height is computed by dividing the NAVD 88
 TF0683.geopotential number by the normal gravity value computed on the
 TF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0683.degrees latitude (g = 980.6199 gals.).
 TF0683
 TF0683.The modeled gravity was interpolated from observed gravity values.
 TF0683
 TF0683;                    North         East    Units  Estimated Accuracy
 TF0683;SPC ND N     -   208,500.      547,730.      MT  (+/- 180 meters Scaled)
 TF0683
 TF0683                          SUPERSEDED SURVEY CONTROL
 TF0683
 TF0683  NGVD 29 (??/??/92)  461.41   (m)         1513.8    (f) COMPUTED    2 0
 TF0683
 TF0683.Superseded values are not recommended for survey control.
 TF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0683.See file dsdata.txt to determine how the superseded data were derived.
 TF0683
 TF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV377157(NAD 83)
 TF0683_MARKER: DB = BENCH MARK DISK
 TF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0683_STAMPING: O 3 Z 1963
 TF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0683+STABILITY: SURFACE MOTION
 TF0683
 TF0683  HISTORY     - Date     Condition        Report By
 TF0683  HISTORY     - 1963     MONUMENTED       CGS
 TF0683
 TF0683                          STATION DESCRIPTION
 TF0683
 TF0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0683'7.1 MI SW FROM KUROKI.
 TF0683'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0683'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0683'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 8, T 162
 TF0683'N, R 81 W, 58 FEET EAST OF THE CENTER LINE OF THE ROAD, 11.0 FEET
 TF0683'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF0683'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0684 ***********************************************************************
 TF0684  DESIGNATION -  O 3 Z RM 1
 TF0684  PID         -  TF0684
 TF0684  STATE/COUNTY-  ND/BOTTINEAU
 TF0684  USGS QUAD   -  WESTHOPE SW (1949)
 TF0684
 TF0684                         *CURRENT SURVEY CONTROL
 TF0684  ___________________________________________________________________
 TF0684* NAD 83(1986)-  48 52 23.     (N)    101 12 45.     (W)     SCALED    
 TF0684* NAVD 88     -       461.579  (meters)    1514.36   (feet)  ADJUSTED  
 TF0684  ___________________________________________________________________
 TF0684  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0684  DYNAMIC HT  -         461.687 (meters)    1514.72  (feet)  COMP
 TF0684  MODELED GRAV-     980,829.4   (mgal)                       NAVD 88
 TF0684
 TF0684  VERT ORDER  -  SECOND    CLASS 0
 TF0684
 TF0684.The horizontal coordinates were scaled from a topographic map and have
 TF0684.an estimated accuracy of +/- 6 seconds.
 TF0684
 TF0684.The orthometric height was determined by differential leveling
 TF0684.and adjusted by the National Geodetic Survey in June 1991..
 TF0684
 TF0684.The geoid height was determined by GEOID03.
 TF0684
 TF0684.The dynamic height is computed by dividing the NAVD 88
 TF0684.geopotential number by the normal gravity value computed on the
 TF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0684.degrees latitude (g = 980.6199 gals.).
 TF0684
 TF0684.The modeled gravity was interpolated from observed gravity values.
 TF0684
 TF0684;                    North         East    Units  Estimated Accuracy
 TF0684;SPC ND N     -   208,500.      547,730.      MT  (+/- 180 meters Scaled)
 TF0684
 TF0684                          SUPERSEDED SURVEY CONTROL
 TF0684
 TF0684  NGVD 29 (??/??/92)  461.22   (m)         1513.2    (f) COMPUTED    2 0
 TF0684
 TF0684.Superseded values are not recommended for survey control.
 TF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0684.See file dsdata.txt to determine how the superseded data were derived.
 TF0684
 TF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV377157(NAD 83)
 TF0684_MARKER: DR = REFERENCE MARK DISK
 TF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0684_STAMPING: O 3 Z NO 1 1963
 TF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0684+STABILITY: SURFACE MOTION
 TF0684
 TF0684  HISTORY     - Date     Condition        Report By
 TF0684  HISTORY     - 1963     MONUMENTED       CGS
 TF0684
 TF0684                          STATION DESCRIPTION
 TF0684
 TF0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0684'7.1 MI SW FROM KUROKI.
 TF0684'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0684'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0684'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 8, T 162
 TF0684'N, R 81 W, 63 FEET EAST OF THE CENTER LINE OF THE ROAD, 40.6 FEET
 TF0684'NORTH OF O 3 Z 1963, 30.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 3
 TF0684'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TF0684'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0682 ***********************************************************************
 TF0682  DESIGNATION -  O 3 Z RM 2
 TF0682  PID         -  TF0682
 TF0682  STATE/COUNTY-  ND/BOTTINEAU
 TF0682  USGS QUAD   -  WESTHOPE SW (1949)
 TF0682
 TF0682                         *CURRENT SURVEY CONTROL
 TF0682  ___________________________________________________________________
 TF0682* NAD 83(1986)-  48 52 23.     (N)    101 12 45.     (W)     SCALED    
 TF0682* NAVD 88     -       461.658  (meters)    1514.62   (feet)  ADJUSTED  
 TF0682  ___________________________________________________________________
 TF0682  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 TF0682  DYNAMIC HT  -         461.766 (meters)    1514.98  (feet)  COMP
 TF0682  MODELED GRAV-     980,829.4   (mgal)                       NAVD 88
 TF0682
 TF0682  VERT ORDER  -  SECOND    CLASS 0
 TF0682
 TF0682.The horizontal coordinates were scaled from a topographic map and have
 TF0682.an estimated accuracy of +/- 6 seconds.
 TF0682
 TF0682.The orthometric height was determined by differential leveling
 TF0682.and adjusted by the National Geodetic Survey in June 1991..
 TF0682
 TF0682.The geoid height was determined by GEOID03.
 TF0682
 TF0682.The dynamic height is computed by dividing the NAVD 88
 TF0682.geopotential number by the normal gravity value computed on the
 TF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0682.degrees latitude (g = 980.6199 gals.).
 TF0682
 TF0682.The modeled gravity was interpolated from observed gravity values.
 TF0682
 TF0682;                    North         East    Units  Estimated Accuracy
 TF0682;SPC ND N     -   208,500.      547,730.      MT  (+/- 180 meters Scaled)
 TF0682
 TF0682                          SUPERSEDED SURVEY CONTROL
 TF0682
 TF0682  NGVD 29 (??/??/92)  461.30   (m)         1513.4    (f) COMPUTED    2 0
 TF0682
 TF0682.Superseded values are not recommended for survey control.
 TF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0682.See file dsdata.txt to determine how the superseded data were derived.
 TF0682
 TF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV377157(NAD 83)
 TF0682_MARKER: DR = REFERENCE MARK DISK
 TF0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0682_STAMPING: O 3 Z NO 2 1963
 TF0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0682+STABILITY: SURFACE MOTION
 TF0682
 TF0682  HISTORY     - Date     Condition        Report By
 TF0682  HISTORY     - 1963     MONUMENTED       CGS
 TF0682
 TF0682                          STATION DESCRIPTION
 TF0682
 TF0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0682'7.1 MI SW FROM KUROKI.
 TF0682'ABOUT 3.7 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0682'RAILWAY STATION AT KUROKI, THENCE 3.0 MILES WEST ALONG A GRAVELED
 TF0682'ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 8, T 162
 TF0682'N, R 81 W, 58 FEET WEST OF THE CENTER LINE OF THE ROAD, 36.0 FEET
 TF0682'SOUTH OF O 3 Z 1963, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 TF0682'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0652 ***********************************************************************
 TF0652  DESIGNATION -  O 4 B 1
 TF0652  PID         -  TF0652
 TF0652  STATE/COUNTY-  ND/BOTTINEAU
 TF0652  USGS QUAD   -  WESTHOPE SW (1949)
 TF0652
 TF0652                         *CURRENT SURVEY CONTROL
 TF0652  ___________________________________________________________________
 TF0652* NAD 83(1986)-  48 47 41.     (N)    101 08 24.     (W)     SCALED    
 TF0652* NAVD 88     -       458.005  (meters)    1502.64   (feet)  ADJUSTED  
 TF0652  ___________________________________________________________________
 TF0652  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0652  DYNAMIC HT  -         458.107 (meters)    1502.97  (feet)  COMP
 TF0652  MODELED GRAV-     980,820.7   (mgal)                       NAVD 88
 TF0652
 TF0652  VERT ORDER  -  SECOND    CLASS 0
 TF0652
 TF0652.The horizontal coordinates were scaled from a topographic map and have
 TF0652.an estimated accuracy of +/- 6 seconds.
 TF0652
 TF0652.The orthometric height was determined by differential leveling
 TF0652.and adjusted by the National Geodetic Survey in June 1991..
 TF0652
 TF0652.The geoid height was determined by GEOID03.
 TF0652
 TF0652.The dynamic height is computed by dividing the NAVD 88
 TF0652.geopotential number by the normal gravity value computed on the
 TF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0652.degrees latitude (g = 980.6199 gals.).
 TF0652
 TF0652.The modeled gravity was interpolated from observed gravity values.
 TF0652
 TF0652;                    North         East    Units  Estimated Accuracy
 TF0652;SPC ND N     -   199,740.      552,980.      MT  (+/- 180 meters Scaled)
 TF0652
 TF0652                          SUPERSEDED SURVEY CONTROL
 TF0652
 TF0652  NGVD 29 (??/??/92)  457.65   (m)         1501.5    (f) COMPUTED    2 0
 TF0652
 TF0652.Superseded values are not recommended for survey control.
 TF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0652.See file dsdata.txt to determine how the superseded data were derived.
 TF0652
 TF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV428068(NAD 83)
 TF0652_MARKER: DD = SURVEY DISK
 TF0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0652+STABILITY: SURFACE MOTION
 TF0652
 TF0652  HISTORY     - Date     Condition        Report By
 TF0652  HISTORY     - UNK      MONUMENTED       DOD
 TF0652  HISTORY     - 1963     GOOD             NGS
 TF0652
 TF0652                          STATION DESCRIPTION
 TF0652
 TF0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0652'19.15 MI E FROM MOHALL.
 TF0652'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0652'MOHALL, THENCE 7.0 MILES EAST AND 2.2 MILES NORTH ALONG STATE HIGHWAY
 TF0652'5 AND U.S. HIGHWAY 83, THENCE 0.3 MILE EAST ALONG AN OLD FENCE ROW
 TF0652'BETWEEN TWO FIELDS, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 TF0652'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0652'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0651 ***********************************************************************
 TF0651  DESIGNATION -  O 4 B 2
 TF0651  PID         -  TF0651
 TF0651  STATE/COUNTY-  ND/BOTTINEAU
 TF0651  USGS QUAD   -  WESTHOPE SW (1949)
 TF0651
 TF0651                         *CURRENT SURVEY CONTROL
 TF0651  ___________________________________________________________________
 TF0651* NAD 83(1986)-  48 47 32.     (N)    101 08 21.     (W)     SCALED    
 TF0651* NAVD 88     -       458.843  (meters)    1505.39   (feet)  ADJUSTED  
 TF0651  ___________________________________________________________________
 TF0651  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 TF0651  DYNAMIC HT  -         458.946 (meters)    1505.73  (feet)  COMP
 TF0651  MODELED GRAV-     980,820.4   (mgal)                       NAVD 88
 TF0651
 TF0651  VERT ORDER  -  SECOND    CLASS 0
 TF0651
 TF0651.The horizontal coordinates were scaled from a topographic map and have
 TF0651.an estimated accuracy of +/- 6 seconds.
 TF0651
 TF0651.The orthometric height was determined by differential leveling
 TF0651.and adjusted by the National Geodetic Survey in June 1991..
 TF0651
 TF0651.The geoid height was determined by GEOID03.
 TF0651
 TF0651.The dynamic height is computed by dividing the NAVD 88
 TF0651.geopotential number by the normal gravity value computed on the
 TF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0651.degrees latitude (g = 980.6199 gals.).
 TF0651
 TF0651.The modeled gravity was interpolated from observed gravity values.
 TF0651
 TF0651;                    North         East    Units  Estimated Accuracy
 TF0651;SPC ND N     -   199,470.      553,040.      MT  (+/- 180 meters Scaled)
 TF0651
 TF0651                          SUPERSEDED SURVEY CONTROL
 TF0651
 TF0651  NGVD 29 (??/??/92)  458.49   (m)         1504.2    (f) COMPUTED    2 0
 TF0651
 TF0651.Superseded values are not recommended for survey control.
 TF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0651.See file dsdata.txt to determine how the superseded data were derived.
 TF0651
 TF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV428065(NAD 83)
 TF0651_MARKER: DD = SURVEY DISK
 TF0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0651+STABILITY: SURFACE MOTION
 TF0651
 TF0651  HISTORY     - Date     Condition        Report By
 TF0651  HISTORY     - UNK      MONUMENTED       DOD
 TF0651  HISTORY     - 1963     GOOD             NGS
 TF0651
 TF0651                          STATION DESCRIPTION
 TF0651
 TF0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0651'19.0 MI E FROM MOHALL.
 TF0651'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0651'MOHALL, THENCE 7.0 MILES EAST AND 2 MILES NORTH ALONG STATE HIGHWAY 5
 TF0651'AND U.S. HIGHWAY 83, THENCE 0.35 MILE EAST ALONG A TRAIL ROAD, IN
 TF0651'SECTION 2, T 161 N, R 81 W, 89 FEET NORTH OF THE CENTER LINE OF THE
 TF0651'ROAD, AND THE TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED
 TF0651'TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER
 TF0651'PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0646 ***********************************************************************
 TF0646  DESIGNATION -  O 4 Z
 TF0646  PID         -  TF0646
 TF0646  STATE/COUNTY-  ND/BOTTINEAU
 TF0646  USGS QUAD   -  WESTHOPE SW (1949)
 TF0646
 TF0646                         *CURRENT SURVEY CONTROL
 TF0646  ___________________________________________________________________
 TF0646* NAD 83(1986)-  48 47 29.     (N)    101 08 47.     (W)     SCALED    
 TF0646* NAVD 88     -       457.409  (meters)    1500.68   (feet)  ADJUSTED  
 TF0646  ___________________________________________________________________
 TF0646  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0646  DYNAMIC HT  -         457.512 (meters)    1501.02  (feet)  COMP
 TF0646  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 TF0646
 TF0646  VERT ORDER  -  SECOND    CLASS 0
 TF0646
 TF0646.The horizontal coordinates were scaled from a topographic map and have
 TF0646.an estimated accuracy of +/- 6 seconds.
 TF0646
 TF0646.The orthometric height was determined by differential leveling
 TF0646.and adjusted by the National Geodetic Survey in June 1991..
 TF0646
 TF0646.The geoid height was determined by GEOID03.
 TF0646
 TF0646.The dynamic height is computed by dividing the NAVD 88
 TF0646.geopotential number by the normal gravity value computed on the
 TF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0646.degrees latitude (g = 980.6199 gals.).
 TF0646
 TF0646.The modeled gravity was interpolated from observed gravity values.
 TF0646
 TF0646;                    North         East    Units  Estimated Accuracy
 TF0646;SPC ND N     -   199,380.      552,510.      MT  (+/- 180 meters Scaled)
 TF0646
 TF0646                          SUPERSEDED SURVEY CONTROL
 TF0646
 TF0646  NGVD 29 (??/??/92)  457.06   (m)         1499.5    (f) COMPUTED    2 0
 TF0646
 TF0646.Superseded values are not recommended for survey control.
 TF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0646.See file dsdata.txt to determine how the superseded data were derived.
 TF0646
 TF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV423064(NAD 83)
 TF0646_MARKER: DS = TRIANGULATION STATION DISK
 TF0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0646_STAMPING: O 4 Z 1963
 TF0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0646+STABILITY: SURFACE MOTION
 TF0646
 TF0646  HISTORY     - Date     Condition        Report By
 TF0646  HISTORY     - 1963     MONUMENTED       CGS
 TF0646
 TF0646                          STATION DESCRIPTION
 TF0646
 TF0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0646'18.6 MI E FROM MOHALL.
 TF0646'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0646'MOHALL, THENCE 7.0 MILES EAST AND 1.95 MILE NORTH ALONG STATE HIGHWAY
 TF0646'5 AND U.S. HIGHWAY 83, 0.05 MILE SOUTH OF A ROAD JUNCTION, IN SECTION
 TF0646'11, T 161 N, R 81 W, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6
 TF0646'FEET WEST OF A POWER POLE, 6.2 FEET WEST OF A METAL WITNESS POST,
 TF0646'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TF0646'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0648 ***********************************************************************
 TF0648  DESIGNATION -  O 4 Z AZ MK
 TF0648  PID         -  TF0648
 TF0648  STATE/COUNTY-  ND/BOTTINEAU
 TF0648  USGS QUAD   -  WESTHOPE SW (1949)
 TF0648
 TF0648                         *CURRENT SURVEY CONTROL
 TF0648  ___________________________________________________________________
 TF0648* NAD 83(1986)-  48 47 34.     (N)    101 08 48.     (W)     SCALED    
 TF0648* NAVD 88     -       457.282  (meters)    1500.27   (feet)  ADJUSTED  
 TF0648  ___________________________________________________________________
 TF0648  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0648  DYNAMIC HT  -         457.384 (meters)    1500.60  (feet)  COMP
 TF0648  MODELED GRAV-     980,820.4   (mgal)                       NAVD 88
 TF0648
 TF0648  VERT ORDER  -  SECOND    CLASS 0
 TF0648
 TF0648.The horizontal coordinates were scaled from a topographic map and have
 TF0648.an estimated accuracy of +/- 6 seconds.
 TF0648
 TF0648.The orthometric height was determined by differential leveling
 TF0648.and adjusted by the National Geodetic Survey in June 1991..
 TF0648
 TF0648.The geoid height was determined by GEOID03.
 TF0648
 TF0648.The dynamic height is computed by dividing the NAVD 88
 TF0648.geopotential number by the normal gravity value computed on the
 TF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0648.degrees latitude (g = 980.6199 gals.).
 TF0648
 TF0648.The modeled gravity was interpolated from observed gravity values.
 TF0648
 TF0648;                    North         East    Units  Estimated Accuracy
 TF0648;SPC ND N     -   199,530.      552,490.      MT  (+/- 180 meters Scaled)
 TF0648
 TF0648                          SUPERSEDED SURVEY CONTROL
 TF0648
 TF0648  NGVD 29 (??/??/92)  456.93   (m)         1499.1    (f) COMPUTED    2 0
 TF0648
 TF0648.Superseded values are not recommended for survey control.
 TF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0648.See file dsdata.txt to determine how the superseded data were derived.
 TF0648
 TF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV423066(NAD 83)
 TF0648_MARKER: DZ = AZIMUTH MARK DISK
 TF0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0648_STAMPING: O 4 Z 1963
 TF0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0648+STABILITY: SURFACE MOTION
 TF0648
 TF0648  HISTORY     - Date     Condition        Report By
 TF0648  HISTORY     - 1963     MONUMENTED       CGS
 TF0648
 TF0648                          STATION DESCRIPTION
 TF0648
 TF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0648'18.7 MI E FROM MOHALL.
 TF0648'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0648'MOHALL, THENCE 7.0 MILES EAST AND 2.05 MILES NORTH ALONG STATE HIGHWAY
 TF0648'5 AND U.S. HIGHWAY 83, 0.05 MILE NORTH OF A ROAD JUNCTION, IN SECTION
 TF0648'2, T 161 N, R 81 W, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3
 TF0648'FEET SOUTHWEST OF A POWER POLE, 3.7 FEET SOUTHWEST OF A METAL WITNESS
 TF0648'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TF0648'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0647 ***********************************************************************
 TF0647  DESIGNATION -  O 4 Z RM 1
 TF0647  PID         -  TF0647
 TF0647  STATE/COUNTY-  ND/BOTTINEAU
 TF0647  USGS QUAD   -  WESTHOPE SW (1949)
 TF0647
 TF0647                         *CURRENT SURVEY CONTROL
 TF0647  ___________________________________________________________________
 TF0647* NAD 83(1986)-  48 47 29.     (N)    101 08 47.     (W)     SCALED    
 TF0647* NAVD 88     -       457.558  (meters)    1501.17   (feet)  ADJUSTED  
 TF0647  ___________________________________________________________________
 TF0647  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0647  DYNAMIC HT  -         457.661 (meters)    1501.51  (feet)  COMP
 TF0647  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 TF0647
 TF0647  VERT ORDER  -  SECOND    CLASS 0
 TF0647
 TF0647.The horizontal coordinates were scaled from a topographic map and have
 TF0647.an estimated accuracy of +/- 6 seconds.
 TF0647
 TF0647.The orthometric height was determined by differential leveling
 TF0647.and adjusted by the National Geodetic Survey in June 1991..
 TF0647
 TF0647.The geoid height was determined by GEOID03.
 TF0647
 TF0647.The dynamic height is computed by dividing the NAVD 88
 TF0647.geopotential number by the normal gravity value computed on the
 TF0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0647.degrees latitude (g = 980.6199 gals.).
 TF0647
 TF0647.The modeled gravity was interpolated from observed gravity values.
 TF0647
 TF0647;                    North         East    Units  Estimated Accuracy
 TF0647;SPC ND N     -   199,380.      552,510.      MT  (+/- 180 meters Scaled)
 TF0647
 TF0647                          SUPERSEDED SURVEY CONTROL
 TF0647
 TF0647  NGVD 29 (??/??/92)  457.21   (m)         1500.0    (f) COMPUTED    2 0
 TF0647
 TF0647.Superseded values are not recommended for survey control.
 TF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0647.See file dsdata.txt to determine how the superseded data were derived.
 TF0647
 TF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV423064(NAD 83)
 TF0647_MARKER: DR = REFERENCE MARK DISK
 TF0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0647_STAMPING: O 4 Z NO 1 1963
 TF0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0647+STABILITY: SURFACE MOTION
 TF0647
 TF0647  HISTORY     - Date     Condition        Report By
 TF0647  HISTORY     - 1963     MONUMENTED       CGS
 TF0647
 TF0647                          STATION DESCRIPTION
 TF0647
 TF0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0647'18.6 MI E FROM MOHALL.
 TF0647'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0647'MOHALL, THENCE 7.0 MILES EAST AND 1.95 MILES NORTH ALONG STATE HIGHWAY
 TF0647'5 AND U.S. HIGHWAY 83, 0.05 MILE SOUTH OF A ROAD JUNCTION, IN SECTION
 TF0647'11, T 161 N, R 81 W, 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 TF0647'34 FEET NORTH OF A POWER POLE, 33.6 FEET NORTH OF O 4 Z 1963, ABOUT 2
 TF0647'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TF0647'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0645 ***********************************************************************
 TF0645  DESIGNATION -  O 4 Z RM 2
 TF0645  PID         -  TF0645
 TF0645  STATE/COUNTY-  ND/BOTTINEAU
 TF0645  USGS QUAD   -  WESTHOPE SW (1949)
 TF0645
 TF0645                         *CURRENT SURVEY CONTROL
 TF0645  ___________________________________________________________________
 TF0645* NAD 83(1986)-  48 47 27.     (N)    101 08 48.     (W)     SCALED    
 TF0645* NAVD 88     -       457.665  (meters)    1501.52   (feet)  ADJUSTED  
 TF0645  ___________________________________________________________________
 TF0645  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0645  DYNAMIC HT  -         457.767 (meters)    1501.86  (feet)  COMP
 TF0645  MODELED GRAV-     980,820.2   (mgal)                       NAVD 88
 TF0645
 TF0645  VERT ORDER  -  SECOND    CLASS 0
 TF0645
 TF0645.The horizontal coordinates were scaled from a topographic map and have
 TF0645.an estimated accuracy of +/- 6 seconds.
 TF0645
 TF0645.The orthometric height was determined by differential leveling
 TF0645.and adjusted by the National Geodetic Survey in June 1991..
 TF0645
 TF0645.The geoid height was determined by GEOID03.
 TF0645
 TF0645.The dynamic height is computed by dividing the NAVD 88
 TF0645.geopotential number by the normal gravity value computed on the
 TF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0645.degrees latitude (g = 980.6199 gals.).
 TF0645
 TF0645.The modeled gravity was interpolated from observed gravity values.
 TF0645
 TF0645;                    North         East    Units  Estimated Accuracy
 TF0645;SPC ND N     -   199,320.      552,480.      MT  (+/- 180 meters Scaled)
 TF0645
 TF0645                          SUPERSEDED SURVEY CONTROL
 TF0645
 TF0645  NGVD 29 (??/??/92)  457.31   (m)         1500.4    (f) COMPUTED    2 0
 TF0645
 TF0645.Superseded values are not recommended for survey control.
 TF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0645.See file dsdata.txt to determine how the superseded data were derived.
 TF0645
 TF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV423064(NAD 83)
 TF0645_MARKER: DR = REFERENCE MARK DISK
 TF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0645_STAMPING: O 4 Z NO 2 1963
 TF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0645+STABILITY: SURFACE MOTION
 TF0645
 TF0645  HISTORY     - Date     Condition        Report By
 TF0645  HISTORY     - 1963     MONUMENTED       CGS
 TF0645
 TF0645                          STATION DESCRIPTION
 TF0645
 TF0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0645'18.6 MI E FROM MOHALL.
 TF0645'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0645'MOHALL, THENCE 7.0 MILES EAST AND 1.95 MILE NORTH ALONG STATE HIGHWAY
 TF0645'5 AND U.S. HIGHWAY 83, 0.05 MILE SOUTH OF A ROAD JUNCTION, IN SECTION
 TF0645'11, T 161 N, R 81 W, 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 TF0645'40 FEET SOUTH OF A POWER POLE, 41.5 FEET SOUTH OF O 4 Z 1963, ABOUT 2
 TF0645'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TF0645'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0632 ***********************************************************************
 TF0632  DESIGNATION -  O 5 B 1
 TF0632  PID         -  TF0632
 TF0632  STATE/COUNTY-  ND/BOTTINEAU
 TF0632  USGS QUAD   -  WESTHOPE SW (1949)
 TF0632
 TF0632                         *CURRENT SURVEY CONTROL
 TF0632  ___________________________________________________________________
 TF0632* NAD 83(1986)-  48 45 35.     (N)    101 14 28.     (W)     SCALED    
 TF0632* NAVD 88     -       468.355  (meters)    1536.59   (feet)  ADJUSTED  
 TF0632  ___________________________________________________________________
 TF0632  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 TF0632  DYNAMIC HT  -         468.458 (meters)    1536.93  (feet)  COMP
 TF0632  MODELED GRAV-     980,815.8   (mgal)                       NAVD 88
 TF0632
 TF0632  VERT ORDER  -  SECOND    CLASS 0
 TF0632
 TF0632.The horizontal coordinates were scaled from a topographic map and have
 TF0632.an estimated accuracy of +/- 6 seconds.
 TF0632
 TF0632.The orthometric height was determined by differential leveling
 TF0632.and adjusted by the National Geodetic Survey in June 1991..
 TF0632
 TF0632.The geoid height was determined by GEOID03.
 TF0632
 TF0632.The dynamic height is computed by dividing the NAVD 88
 TF0632.geopotential number by the normal gravity value computed on the
 TF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0632.degrees latitude (g = 980.6199 gals.).
 TF0632
 TF0632.The modeled gravity was interpolated from observed gravity values.
 TF0632
 TF0632;                    North         East    Units  Estimated Accuracy
 TF0632;SPC ND N     -   195,920.      545,510.      MT  (+/- 180 meters Scaled)
 TF0632
 TF0632                          SUPERSEDED SURVEY CONTROL
 TF0632
 TF0632  NGVD 29 (??/??/92)  468.006  (m)         1535.45   (f) ADJ UNCH    2 0
 TF0632
 TF0632.Superseded values are not recommended for survey control.
 TF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0632.See file dsdata.txt to determine how the superseded data were derived.
 TF0632
 TF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV352031(NAD 83)
 TF0632_MARKER: DD = SURVEY DISK
 TF0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0632+STABILITY: SURFACE MOTION
 TF0632
 TF0632  HISTORY     - Date     Condition        Report By
 TF0632  HISTORY     - UNK      MONUMENTED       DOD
 TF0632  HISTORY     - 1963     GOOD             NGS
 TF0632
 TF0632                          STATION DESCRIPTION
 TF0632
 TF0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0632'12.35 MI E FROM MOHALL.
 TF0632'ABOUT 12.35 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0632'MOHALL, IN SECTION 13, T 161 N, R 82 W, 0.2 MILE SOUTH ACROSS COUNTY
 TF0632'TO THE CREST OF A SMALL HILL, AND THE TOP SURFACE OVER THE CENTER HOLE
 TF0632'OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0632'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0631 ***********************************************************************
 TF0631  DESIGNATION -  O 5 B 2
 TF0631  PID         -  TF0631
 TF0631  STATE/COUNTY-  ND/BOTTINEAU
 TF0631  USGS QUAD   -  WESTHOPE SW (1949)
 TF0631
 TF0631                         *CURRENT SURVEY CONTROL
 TF0631  ___________________________________________________________________
 TF0631* NAD 83(1986)-  48 45 47.     (N)    101 14 28.     (W)     SCALED    
 TF0631* NAVD 88     -       466.761  (meters)    1531.37   (feet)  ADJUSTED  
 TF0631  ___________________________________________________________________
 TF0631  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 TF0631  DYNAMIC HT  -         466.864 (meters)    1531.70  (feet)  COMP
 TF0631  MODELED GRAV-     980,816.2   (mgal)                       NAVD 88
 TF0631
 TF0631  VERT ORDER  -  SECOND    CLASS 0
 TF0631
 TF0631.The horizontal coordinates were scaled from a topographic map and have
 TF0631.an estimated accuracy of +/- 6 seconds.
 TF0631
 TF0631.The orthometric height was determined by differential leveling
 TF0631.and adjusted by the National Geodetic Survey in June 1991..
 TF0631
 TF0631.The geoid height was determined by GEOID03.
 TF0631
 TF0631.The dynamic height is computed by dividing the NAVD 88
 TF0631.geopotential number by the normal gravity value computed on the
 TF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0631.degrees latitude (g = 980.6199 gals.).
 TF0631
 TF0631.The modeled gravity was interpolated from observed gravity values.
 TF0631
 TF0631;                    North         East    Units  Estimated Accuracy
 TF0631;SPC ND N     -   196,290.      545,520.      MT  (+/- 180 meters Scaled)
 TF0631
 TF0631                          SUPERSEDED SURVEY CONTROL
 TF0631
 TF0631  NGVD 29 (??/??/92)  466.412  (m)         1530.22   (f) ADJ UNCH    2 0
 TF0631
 TF0631.Superseded values are not recommended for survey control.
 TF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0631.See file dsdata.txt to determine how the superseded data were derived.
 TF0631
 TF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV353035(NAD 83)
 TF0631_MARKER: DD = SURVEY DISK
 TF0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0631+STABILITY: SURFACE MOTION
 TF0631
 TF0631  HISTORY     - Date     Condition        Report By
 TF0631  HISTORY     - UNK      MONUMENTED       DOD
 TF0631  HISTORY     - 1963     GOOD             NGS
 TF0631
 TF0631                          STATION DESCRIPTION
 TF0631
 TF0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0631'12.35 MI E FROM MOHALL.
 TF0631'ABOUT 12.35 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0631'MOHALL, IN SECTION 15, T 161 N, R 82 W, 0.3 MILE WEST OF A ROAD
 TF0631'INTERSECTION, 105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 TF0631'LEVEL WITH THE HIGHWAY, AND ON THE TOP SURFACE OVER THE CENTER HOLE OF
 TF0631'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0631'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0635 ***********************************************************************
 TF0635  DESIGNATION -  O 5 Z
 TF0635  PID         -  TF0635
 TF0635  STATE/COUNTY-  ND/BOTTINEAU
 TF0635  USGS QUAD   -  WESTHOPE SW (1949)
 TF0635
 TF0635                         *CURRENT SURVEY CONTROL
 TF0635  ___________________________________________________________________
 TF0635* NAD 83(1986)-  48 45 30.     (N)    101 14 03.     (W)     SCALED    
 TF0635* NAVD 88     -       465.295  (meters)    1526.56   (feet)  ADJUSTED  
 TF0635  ___________________________________________________________________
 TF0635  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0635  DYNAMIC HT  -         465.397 (meters)    1526.89  (feet)  COMP
 TF0635  MODELED GRAV-     980,815.7   (mgal)                       NAVD 88
 TF0635
 TF0635  VERT ORDER  -  SECOND    CLASS 0
 TF0635
 TF0635.The horizontal coordinates were scaled from a topographic map and have
 TF0635.an estimated accuracy of +/- 6 seconds.
 TF0635
 TF0635.The orthometric height was determined by differential leveling
 TF0635.and adjusted by the National Geodetic Survey in June 1991..
 TF0635
 TF0635.The geoid height was determined by GEOID03.
 TF0635
 TF0635.The dynamic height is computed by dividing the NAVD 88
 TF0635.geopotential number by the normal gravity value computed on the
 TF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0635.degrees latitude (g = 980.6199 gals.).
 TF0635
 TF0635.The modeled gravity was interpolated from observed gravity values.
 TF0635
 TF0635;                    North         East    Units  Estimated Accuracy
 TF0635;SPC ND N     -   195,760.      546,020.      MT  (+/- 180 meters Scaled)
 TF0635
 TF0635                          SUPERSEDED SURVEY CONTROL
 TF0635
 TF0635  NGVD 29 (??/??/92)  464.946  (m)         1525.41   (f) ADJ UNCH    2 0
 TF0635
 TF0635.Superseded values are not recommended for survey control.
 TF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0635.See file dsdata.txt to determine how the superseded data were derived.
 TF0635
 TF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV358029(NAD 83)
 TF0635_MARKER: DS = TRIANGULATION STATION DISK
 TF0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0635_STAMPING: O 5 Z 1963
 TF0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0635+STABILITY: SURFACE MOTION
 TF0635
 TF0635  HISTORY     - Date     Condition        Report By
 TF0635  HISTORY     - 1963     MONUMENTED       CGS
 TF0635
 TF0635                          STATION DESCRIPTION
 TF0635
 TF0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0635'12.65 MI E FROM MOHALL.
 TF0635'ABOUT 12.65 MILES EAST ALONG STATE HIGHWAY 5 AND 83 FROM THE POST
 TF0635'OFFICE AT MOHALL, IN SECTION 19, T 161 N, R 82 W, 0.35 MILE SOUTH TO
 TF0635'THE CREST OF A SMALL HILL, 49 FEET EAST OF THE CENTER LINE OF A
 TF0635'GRAVELED ROAD, 18 FEET NORTHEAST OF A GRADED APPROCH TO A FIELD, 1.7
 TF0635'FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TF0635'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 TF0635'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0633 ***********************************************************************
 TF0633  DESIGNATION -  O 5 Z AZ MK
 TF0633  PID         -  TF0633
 TF0633  STATE/COUNTY-  ND/BOTTINEAU
 TF0633  USGS QUAD   -  WESTHOPE SW (1949)
 TF0633
 TF0633                         *CURRENT SURVEY CONTROL
 TF0633  ___________________________________________________________________
 TF0633* NAD 83(1986)-  48 45 47.     (N)    101 14 06.     (W)     SCALED    
 TF0633* NAVD 88     -       463.158  (meters)    1519.54   (feet)  ADJUSTED  
 TF0633  ___________________________________________________________________
 TF0633  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0633  DYNAMIC HT  -         463.260 (meters)    1519.88  (feet)  COMP
 TF0633  MODELED GRAV-     980,816.3   (mgal)                       NAVD 88
 TF0633
 TF0633  VERT ORDER  -  SECOND    CLASS 0
 TF0633
 TF0633.The horizontal coordinates were scaled from a topographic map and have
 TF0633.an estimated accuracy of +/- 6 seconds.
 TF0633
 TF0633.The orthometric height was determined by differential leveling
 TF0633.and adjusted by the National Geodetic Survey in June 1991..
 TF0633
 TF0633.The geoid height was determined by GEOID03.
 TF0633
 TF0633.The dynamic height is computed by dividing the NAVD 88
 TF0633.geopotential number by the normal gravity value computed on the
 TF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0633.degrees latitude (g = 980.6199 gals.).
 TF0633
 TF0633.The modeled gravity was interpolated from observed gravity values.
 TF0633
 TF0633;                    North         East    Units  Estimated Accuracy
 TF0633;SPC ND N     -   196,290.      545,970.      MT  (+/- 180 meters Scaled)
 TF0633
 TF0633                          SUPERSEDED SURVEY CONTROL
 TF0633
 TF0633  NGVD 29 (??/??/92)  462.809  (m)         1518.40   (f) ADJ UNCH    2 0
 TF0633
 TF0633.Superseded values are not recommended for survey control.
 TF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0633.See file dsdata.txt to determine how the superseded data were derived.
 TF0633
 TF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV357035(NAD 83)
 TF0633_MARKER: DZ = AZIMUTH MARK DISK
 TF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0633_STAMPING: O 5 Z 1963
 TF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0633+STABILITY: SURFACE MOTION
 TF0633
 TF0633  HISTORY     - Date     Condition        Report By
 TF0633  HISTORY     - 1963     MONUMENTED       CGS
 TF0633
 TF0633                          STATION DESCRIPTION
 TF0633
 TF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0633'12.65 MI E FROM MOHALL.
 TF0633'ABOUT 12.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0633'MOHALL, IN SECTION 13, T 161 N, R 82 W, 85 FEET NORTH OF THE CENTER
 TF0633'LINE OF THE HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 TF0633'ROAD, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TF0633'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0633'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0634 ***********************************************************************
 TF0634  DESIGNATION -  O 5 Z RM 1
 TF0634  PID         -  TF0634
 TF0634  STATE/COUNTY-  ND/BOTTINEAU
 TF0634  USGS QUAD   -  WESTHOPE SW (1949)
 TF0634
 TF0634                         *CURRENT SURVEY CONTROL
 TF0634  ___________________________________________________________________
 TF0634* NAD 83(1986)-  48 45 30.     (N)    101 14 03.     (W)     SCALED    
 TF0634* NAVD 88     -       465.112  (meters)    1525.95   (feet)  ADJUSTED  
 TF0634  ___________________________________________________________________
 TF0634  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0634  DYNAMIC HT  -         465.214 (meters)    1526.29  (feet)  COMP
 TF0634  MODELED GRAV-     980,815.7   (mgal)                       NAVD 88
 TF0634
 TF0634  VERT ORDER  -  SECOND    CLASS 0
 TF0634
 TF0634.The horizontal coordinates were scaled from a topographic map and have
 TF0634.an estimated accuracy of +/- 6 seconds.
 TF0634
 TF0634.The orthometric height was determined by differential leveling
 TF0634.and adjusted by the National Geodetic Survey in June 1991..
 TF0634
 TF0634.The geoid height was determined by GEOID03.
 TF0634
 TF0634.The dynamic height is computed by dividing the NAVD 88
 TF0634.geopotential number by the normal gravity value computed on the
 TF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0634.degrees latitude (g = 980.6199 gals.).
 TF0634
 TF0634.The modeled gravity was interpolated from observed gravity values.
 TF0634
 TF0634;                    North         East    Units  Estimated Accuracy
 TF0634;SPC ND N     -   195,760.      546,020.      MT  (+/- 180 meters Scaled)
 TF0634
 TF0634                          SUPERSEDED SURVEY CONTROL
 TF0634
 TF0634  NGVD 29 (??/??/92)  464.763  (m)         1524.81   (f) ADJ UNCH    2 0
 TF0634
 TF0634.Superseded values are not recommended for survey control.
 TF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0634.See file dsdata.txt to determine how the superseded data were derived.
 TF0634
 TF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV358029(NAD 83)
 TF0634_MARKER: DR = REFERENCE MARK DISK
 TF0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0634_STAMPING: O 5 Z NO 1 1963
 TF0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0634+STABILITY: SURFACE MOTION
 TF0634
 TF0634  HISTORY     - Date     Condition        Report By
 TF0634  HISTORY     - 1963     MONUMENTED       CGS
 TF0634
 TF0634                          STATION DESCRIPTION
 TF0634
 TF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0634'12.65 MI E FROM MOHALL.
 TF0634'ABOUT 12.65 MILES EAST ALONG STATE HIGHWAY 5 AND 83 FROM THE POST
 TF0634'OFFICE AT MOHALL, IN SECTION 19, T 161 N, R 82 W, 0.35 MILE SOUTH TO
 TF0634'THE CREST OF A SMALL HILL, 49.0 FEET NORTH OF O 5 Z 1963, 49 FEET EAST
 TF0634'OF THE CENTER LINE OF A GRAVELED ROAD, 51.0 FEET NORTH OF A METAL
 TF0634'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 TF0634'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0636 ***********************************************************************
 TF0636  DESIGNATION -  O 5 Z RM 2
 TF0636  PID         -  TF0636
 TF0636  STATE/COUNTY-  ND/BOTTINEAU
 TF0636  USGS QUAD   -  WESTHOPE SW (1949)
 TF0636
 TF0636                         *CURRENT SURVEY CONTROL
 TF0636  ___________________________________________________________________
 TF0636* NAD 83(1986)-  48 45 30.     (N)    101 14 03.     (W)     SCALED    
 TF0636* NAVD 88     -       465.145  (meters)    1526.06   (feet)  ADJUSTED  
 TF0636  ___________________________________________________________________
 TF0636  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 TF0636  DYNAMIC HT  -         465.247 (meters)    1526.40  (feet)  COMP
 TF0636  MODELED GRAV-     980,815.7   (mgal)                       NAVD 88
 TF0636
 TF0636  VERT ORDER  -  SECOND    CLASS 0
 TF0636
 TF0636.The horizontal coordinates were scaled from a topographic map and have
 TF0636.an estimated accuracy of +/- 6 seconds.
 TF0636
 TF0636.The orthometric height was determined by differential leveling
 TF0636.and adjusted by the National Geodetic Survey in June 1991..
 TF0636
 TF0636.The geoid height was determined by GEOID03.
 TF0636
 TF0636.The dynamic height is computed by dividing the NAVD 88
 TF0636.geopotential number by the normal gravity value computed on the
 TF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0636.degrees latitude (g = 980.6199 gals.).
 TF0636
 TF0636.The modeled gravity was interpolated from observed gravity values.
 TF0636
 TF0636;                    North         East    Units  Estimated Accuracy
 TF0636;SPC ND N     -   195,760.      546,020.      MT  (+/- 180 meters Scaled)
 TF0636
 TF0636                          SUPERSEDED SURVEY CONTROL
 TF0636
 TF0636  NGVD 29 (??/??/92)  464.796  (m)         1524.92   (f) ADJ UNCH    2 0
 TF0636
 TF0636.Superseded values are not recommended for survey control.
 TF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0636.See file dsdata.txt to determine how the superseded data were derived.
 TF0636
 TF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV358029(NAD 83)
 TF0636_MARKER: DR = REFERENCE MARK DISK
 TF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0636_STAMPING: O 5 Z NO 2 1963
 TF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0636+STABILITY: SURFACE MOTION
 TF0636
 TF0636  HISTORY     - Date     Condition        Report By
 TF0636  HISTORY     - 1963     MONUMENTED       CGS
 TF0636
 TF0636                          STATION DESCRIPTION
 TF0636
 TF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0636'12.65 MI E FROM MOHALL.
 TF0636'ABOUT 12.65 MILES EAST ALONG STATE HIGHWAY 5 AND 83 FROM THE POST
 TF0636'OFFICE AT MOHALL, IN SECTION 19, T 161 N, R 82 W, 0.35 MILE SOUTH TO
 TF0636'THE CREST OF A SMALL HILL, 51.0 FEET SOUTH OF O 5 Z 1963, 49 FEET EAST
 TF0636'OF THE CENTER LINE OF THE ROAD, 49.5 FEET SOUTH OF A METAL WITNESS
 TF0636'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 TF0636'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0453 ***********************************************************************
 TG0453  DESIGNATION -  O 6
 TG0453  PID         -  TG0453
 TG0453  STATE/COUNTY-  ND/MOUNTRAIL
 TG0453  USGS QUAD   -  STANLEY SE (1981)
 TG0453
 TG0453                         *CURRENT SURVEY CONTROL
 TG0453  ___________________________________________________________________
 TG0453* NAD 83(1986)-  48 19 39.     (N)    102 18 03.     (W)     SCALED    
 TG0453* NAVD 88     -       661.473  (meters)    2170.18   (feet)  ADJUSTED  
 TG0453  ___________________________________________________________________
 TG0453  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 TG0453  DYNAMIC HT  -         661.576 (meters)    2170.52  (feet)  COMP
 TG0453  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 TG0453
 TG0453  VERT ORDER  -  FIRST     CLASS II
 TG0453
 TG0453.The horizontal coordinates were scaled from a topographic map and have
 TG0453.an estimated accuracy of +/- 6 seconds.
 TG0453
 TG0453.The orthometric height was determined by differential leveling
 TG0453.and adjusted by the National Geodetic Survey in June 1991..
 TG0453
 TG0453.The geoid height was determined by GEOID03.
 TG0453
 TG0453.The dynamic height is computed by dividing the NAVD 88
 TG0453.geopotential number by the normal gravity value computed on the
 TG0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0453.degrees latitude (g = 980.6199 gals.).
 TG0453
 TG0453.The modeled gravity was interpolated from observed gravity values.
 TG0453
 TG0453;                    North         East    Units  Estimated Accuracy
 TG0453;SPC ND N     -   149,160.      466,480.      MT  (+/- 180 meters Scaled)
 TG0453
 TG0453                          SUPERSEDED SURVEY CONTROL
 TG0453
 TG0453  NGVD 29 (??/??/92)  661.009  (m)         2168.66   (f) ADJ UNCH    1 2
 TG0453
 TG0453.Superseded values are not recommended for survey control.
 TG0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0453.See file dsdata.txt to determine how the superseded data were derived.
 TG0453
 TG0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP000562(NAD 83)
 TG0453_MARKER: DB = BENCH MARK DISK
 TG0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0453_STAMPING: ELEV 2168.690 FT O 6
 TG0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0453+STABILITY: SURFACE MOTION
 TG0453
 TG0453  HISTORY     - Date     Condition        Report By
 TG0453  HISTORY     - UNK      MONUMENTED       CGS
 TG0453  HISTORY     - 1963     GOOD             NGS
 TG0453  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0453
 TG0453                          STATION DESCRIPTION
 TG0453
 TG0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0453'4.5 MI E FROM STANLEY.
 TG0453'ABOUT 4.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0453'AT STANLEY, ABOUT 0.6 MILE WEST OF A GRAVELED ROAD CROSSING, ABOUT
 TG0453'0.15 MILE EAST OF MILEPOST 50, 66.1 FEET NORTH OF THE NORTH RAIL, 31
 TG0453'FEET SOUTH OF A RIGHT-OF-WAY FENCE, 27.5 FEET WEST OF THE 5TH
 TG0453'TELEGRAPH POLE EAST OF THE MILEPOST, IN LINE WITH THE ROW OF POLES,
 TG0453'1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF
 TG0453'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES,
 TG0453'S 18, R 90 W, T 156 N.
 TG0453
 TG0453                          STATION RECOVERY (1981)
 TG0453
 TG0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0762 ***********************************************************************
 TF0762  DESIGNATION -  O 6 B 1
 TF0762  PID         -  TF0762
 TF0762  STATE/COUNTY-  ND/BOTTINEAU
 TF0762  USGS QUAD   -  LANSFORD NE (1949)
 TF0762
 TF0762                         *CURRENT SURVEY CONTROL
 TF0762  ___________________________________________________________________
 TF0762* NAD 83(1986)-  48 42 04.     (N)    101 18 17.     (W)     SCALED    
 TF0762* NAVD 88     -       469.335  (meters)    1539.81   (feet)  ADJUSTED  
 TF0762  ___________________________________________________________________
 TF0762  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0762  DYNAMIC HT  -         469.435 (meters)    1540.14  (feet)  COMP
 TF0762  MODELED GRAV-     980,808.6   (mgal)                       NAVD 88
 TF0762
 TF0762  VERT ORDER  -  SECOND    CLASS 0
 TF0762
 TF0762.The horizontal coordinates were scaled from a topographic map and have
 TF0762.an estimated accuracy of +/- 6 seconds.
 TF0762
 TF0762.The orthometric height was determined by differential leveling
 TF0762.and adjusted by the National Geodetic Survey in June 1991..
 TF0762
 TF0762.The geoid height was determined by GEOID03.
 TF0762
 TF0762.The dynamic height is computed by dividing the NAVD 88
 TF0762.geopotential number by the normal gravity value computed on the
 TF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0762.degrees latitude (g = 980.6199 gals.).
 TF0762
 TF0762.The modeled gravity was interpolated from observed gravity values.
 TF0762
 TF0762;                    North         East    Units  Estimated Accuracy
 TF0762;SPC ND N     -   189,450.      540,770.      MT  (+/- 180 meters Scaled)
 TF0762
 TF0762                          SUPERSEDED SURVEY CONTROL
 TF0762
 TF0762  NGVD 29 (??/??/92)  468.99   (m)         1538.7    (f) COMPUTED    2 0
 TF0762
 TF0762.Superseded values are not recommended for survey control.
 TF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0762.See file dsdata.txt to determine how the superseded data were derived.
 TF0762
 TF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU304967(NAD 83)
 TF0762_MARKER: DD = SURVEY DISK
 TF0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0762+STABILITY: SURFACE MOTION
 TF0762
 TF0762  HISTORY     - Date     Condition        Report By
 TF0762  HISTORY     - UNK      MONUMENTED       DOD
 TF0762  HISTORY     - 1963     GOOD             NGS
 TF0762
 TF0762                          STATION DESCRIPTION
 TF0762
 TF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0762'14.15 MI SE FROM MOHALL.
 TF0762'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0762'MOHALL, THENCE 4.25 MILES SOUTH ALONG U.S. HIGHWAY 83, THENCE 0.25
 TF0762'MILE WEST ACROSS COUNTRY, AND THE TOP SURFACE OVER THE CENTER HOLE OF
 TF0762'A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0762'CONCRETE CYLINDER PROJECTING 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0763 ***********************************************************************
 TF0763  DESIGNATION -  O 6 B 2
 TF0763  PID         -  TF0763
 TF0763  STATE/COUNTY-  ND/BOTTINEAU
 TF0763  USGS QUAD   -  LANSFORD NE (1949)
 TF0763
 TF0763                         *CURRENT SURVEY CONTROL
 TF0763  ___________________________________________________________________
 TF0763* NAD 83(1986)-  48 41 52.     (N)    101 17 50.     (W)     SCALED    
 TF0763* NAVD 88     -       471.500  (meters)    1546.91   (feet)  ADJUSTED  
 TF0763  ___________________________________________________________________
 TF0763  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TF0763  DYNAMIC HT  -         471.601 (meters)    1547.24  (feet)  COMP
 TF0763  MODELED GRAV-     980,808.3   (mgal)                       NAVD 88
 TF0763
 TF0763  VERT ORDER  -  SECOND    CLASS 0
 TF0763
 TF0763.The horizontal coordinates were scaled from a topographic map and have
 TF0763.an estimated accuracy of +/- 6 seconds.
 TF0763
 TF0763.The orthometric height was determined by differential leveling
 TF0763.and adjusted by the National Geodetic Survey in June 1991..
 TF0763
 TF0763.The geoid height was determined by GEOID03.
 TF0763
 TF0763.The dynamic height is computed by dividing the NAVD 88
 TF0763.geopotential number by the normal gravity value computed on the
 TF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0763.degrees latitude (g = 980.6199 gals.).
 TF0763
 TF0763.The modeled gravity was interpolated from observed gravity values.
 TF0763
 TF0763;                    North         East    Units  Estimated Accuracy
 TF0763;SPC ND N     -   189,070.      541,320.      MT  (+/- 180 meters Scaled)
 TF0763
 TF0763                          SUPERSEDED SURVEY CONTROL
 TF0763
 TF0763  NGVD 29 (??/??/92)  471.15   (m)         1545.8    (f) COMPUTED    2 0
 TF0763
 TF0763.Superseded values are not recommended for survey control.
 TF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0763.See file dsdata.txt to determine how the superseded data were derived.
 TF0763
 TF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU309964(NAD 83)
 TF0763_MARKER: DD = SURVEY DISK
 TF0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0763+STABILITY: SURFACE MOTION
 TF0763
 TF0763  HISTORY     - Date     Condition        Report By
 TF0763  HISTORY     - UNK      MONUMENTED       DOD
 TF0763  HISTORY     - 1963     GOOD             NGS
 TF0763
 TF0763                          STATION DESCRIPTION
 TF0763
 TF0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0763'14.3 MI SE FROM MOHALL.
 TF0763'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0763'MOHALL, THENCE 4.55 MILES SOUTH ALONG U.S. HIGHWAY 83, THENCE 0.1 MILE
 TF0763'EAST ACROSS COUNTRY, 52 YARDS NORTH OF A FENCE, AND THE TOP SURFACE
 TF0763'OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON
 TF0763'THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0766 ***********************************************************************
 TF0766  DESIGNATION -  O 6 Z 2
 TF0766  PID         -  TF0766
 TF0766  STATE/COUNTY-  ND/BOTTINEAU
 TF0766  USGS QUAD   -  LANSFORD NE (1949)
 TF0766
 TF0766                         *CURRENT SURVEY CONTROL
 TF0766  ___________________________________________________________________
 TF0766* NAD 83(1986)-  48 41 41.     (N)    101 17 56.     (W)     SCALED    
 TF0766* NAVD 88     -       474.69   (+/-2cm)    1557.4    (feet)  VERTCON   
 TF0766  ___________________________________________________________________
 TF0766  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0766
 TF0766  VERT ORDER  -  THIRD (See Below)
 TF0766
 TF0766.The horizontal coordinates were scaled from a topographic map and have
 TF0766.an estimated accuracy of +/- 6 seconds.
 TF0766
 TF0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0766.The vertical order pertains to the NGVD 29 superseded value.
 TF0766
 TF0766.The geoid height was determined by GEOID03.
 TF0766
 TF0766;                    North         East    Units  Estimated Accuracy
 TF0766;SPC ND N     -   188,730.      541,190.      MT  (+/- 180 meters Scaled)
 TF0766
 TF0766                          SUPERSEDED SURVEY CONTROL
 TF0766
 TF0766  NGVD 29 (11/04/04)  474.34   (m)         1556.2    (f) RESET       3  
 TF0766
 TF0766.Superseded values are not recommended for survey control.
 TF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0766.See file dsdata.txt to determine how the superseded data were derived.
 TF0766
 TF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU308960(NAD 83)
 TF0766_MARKER: DS = TRIANGULATION STATION DISK
 TF0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0766_STAMPING: O 6 Z 2 1966
 TF0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0766+STABILITY: SURFACE MOTION
 TF0766
 TF0766  HISTORY     - Date     Condition        Report By
 TF0766  HISTORY     - 1966     MONUMENTED       CGS
 TF0766
 TF0766                          STATION DESCRIPTION
 TF0766
 TF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0766'14.35 MI SE FROM MOHALL.
 TF0766'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0766'MOHALL, THENCE 4.7 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.35 MILE NORTH
 TF0766'OF A ROAD INTERSECTION, 97 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 TF0766'AND 3.5 FEET SOUTH OF A METAL WITNESS POST.  MARK SET IN TOP OF ROUND
 TF0766'CONCRETE POST PROJECTING ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0767 ***********************************************************************
 TF0767  DESIGNATION -  O 6 Z 2 RM 3
 TF0767  PID         -  TF0767
 TF0767  STATE/COUNTY-  ND/BOTTINEAU
 TF0767  USGS QUAD   -  LANSFORD NE (1949)
 TF0767
 TF0767                         *CURRENT SURVEY CONTROL
 TF0767  ___________________________________________________________________
 TF0767* NAD 83(1986)-  48 41 41.     (N)    101 17 57.     (W)     SCALED    
 TF0767* NAVD 88     -       474.44   (+/-2cm)    1556.6    (feet)  VERTCON   
 TF0767  ___________________________________________________________________
 TF0767  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0767
 TF0767  VERT ORDER  -  THIRD (See Below)
 TF0767
 TF0767.The horizontal coordinates were scaled from a topographic map and have
 TF0767.an estimated accuracy of +/- 6 seconds.
 TF0767
 TF0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0767.The vertical order pertains to the NGVD 29 superseded value.
 TF0767
 TF0767.The geoid height was determined by GEOID03.
 TF0767
 TF0767;                    North         East    Units  Estimated Accuracy
 TF0767;SPC ND N     -   188,730.      541,170.      MT  (+/- 180 meters Scaled)
 TF0767
 TF0767                          SUPERSEDED SURVEY CONTROL
 TF0767
 TF0767  NGVD 29 (11/04/04)  474.10   (m)         1555.4    (f) RESET       3  
 TF0767
 TF0767.Superseded values are not recommended for survey control.
 TF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0767.See file dsdata.txt to determine how the superseded data were derived.
 TF0767
 TF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU308960(NAD 83)
 TF0767_MARKER: DR = REFERENCE MARK DISK
 TF0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0767_STAMPING: O6Z 2 NO 3 1966
 TF0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0767+STABILITY: SURFACE MOTION
 TF0767
 TF0767  HISTORY     - Date     Condition        Report By
 TF0767  HISTORY     - 1966     MONUMENTED       CGS
 TF0767
 TF0767                          STATION DESCRIPTION
 TF0767
 TF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0767'14.35 MI SE FROM MOHALL.
 TF0767'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0767'MOHALL, THENCE 4.7 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.35 MILE NORTH
 TF0767'OF A ROAD INTERSECTION, 99 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 TF0767'AND 64 FEET SOUTH OF TRIANGULATION STATION O6Z 2 1966.  IT IS IN THE
 TF0767'TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0768 ***********************************************************************
 TF0768  DESIGNATION -  O 6 Z 2 RM 4
 TF0768  PID         -  TF0768
 TF0768  STATE/COUNTY-  ND/BOTTINEAU
 TF0768  USGS QUAD   -  LANSFORD NE (1949)
 TF0768
 TF0768                         *CURRENT SURVEY CONTROL
 TF0768  ___________________________________________________________________
 TF0768* NAD 83(1986)-  48 41 42.     (N)    101 17 57.     (W)     SCALED    
 TF0768* NAVD 88     -       474.76   (+/-2cm)    1557.6    (feet)  VERTCON   
 TF0768  ___________________________________________________________________
 TF0768  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0768
 TF0768  VERT ORDER  -  THIRD (See Below)
 TF0768
 TF0768.The horizontal coordinates were scaled from a topographic map and have
 TF0768.an estimated accuracy of +/- 6 seconds.
 TF0768
 TF0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0768.The vertical order pertains to the NGVD 29 superseded value.
 TF0768
 TF0768.The geoid height was determined by GEOID03.
 TF0768
 TF0768;                    North         East    Units  Estimated Accuracy
 TF0768;SPC ND N     -   188,760.      541,170.      MT  (+/- 180 meters Scaled)
 TF0768
 TF0768                          SUPERSEDED SURVEY CONTROL
 TF0768
 TF0768  NGVD 29 (11/04/04)  474.41   (m)         1556.5    (f) RESET       3  
 TF0768
 TF0768.Superseded values are not recommended for survey control.
 TF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0768.See file dsdata.txt to determine how the superseded data were derived.
 TF0768
 TF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU308961(NAD 83)
 TF0768_MARKER: DR = REFERENCE MARK DISK
 TF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0768_STAMPING: O6Z 2 NO 4 1966
 TF0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0768+STABILITY: SURFACE MOTION
 TF0768
 TF0768  HISTORY     - Date     Condition        Report By
 TF0768  HISTORY     - 1966     MONUMENTED       CGS
 TF0768
 TF0768                          STATION DESCRIPTION
 TF0768
 TF0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TF0768'14.35 MI SE FROM MOHALL.
 TF0768'ABOUT 9.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 TF0768'MOHALL, THENCE 4.7 MILES SOUTH ALONG U.S. HIGHWAY 83, ABOUT 98 FEET
 TF0768'EAST OF THE CENTERLINE OF THE HIGHWAY AND 79.4 FEET NORTH OF
 TF0768'TRIANGULATION STATION O 6 Z 2 1966.  IT IS 2.5 FEET NORTHWEST OF A
 TF0768'TELEPHONE POLE AND IS SET IN THE TOP OF A SQUARE CONCRETE POST
 TF0768'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1153 ***********************************************************************
 TG1153  DESIGNATION -  O 7
 TG1153  PID         -  TG1153
 TG1153  STATE/COUNTY-  ND/WILLIAMS
 TG1153  USGS QUAD   -  EPPING (1978)
 TG1153
 TG1153                         *CURRENT SURVEY CONTROL
 TG1153  ___________________________________________________________________
 TG1153* NAD 83(1986)-  48 17 17.     (N)    103 18 11.     (W)     SCALED    
 TG1153* NAVD 88     -       705.065  (meters)    2313.20   (feet)  ADJUSTED  
 TG1153  ___________________________________________________________________
 TG1153  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG1153  DYNAMIC HT  -         705.161 (meters)    2313.52  (feet)  COMP
 TG1153  MODELED GRAV-     980,724.1   (mgal)                       NAVD 88
 TG1153
 TG1153  VERT ORDER  -  FIRST     CLASS II
 TG1153
 TG1153.The horizontal coordinates were scaled from a topographic map and have
 TG1153.an estimated accuracy of +/- 6 seconds.
 TG1153
 TG1153.The orthometric height was determined by differential leveling
 TG1153.and adjusted by the National Geodetic Survey in June 1991..
 TG1153.WARNING-Repeat measurements at this control monument indicate possible
 TG1153.vertical movement.
 TG1153
 TG1153.The geoid height was determined by GEOID03.
 TG1153
 TG1153.The dynamic height is computed by dividing the NAVD 88
 TG1153.geopotential number by the normal gravity value computed on the
 TG1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1153.degrees latitude (g = 980.6199 gals.).
 TG1153
 TG1153.The modeled gravity was interpolated from observed gravity values.
 TG1153
 TG1153;                    North         East    Units  Estimated Accuracy
 TG1153;SPC ND N     -   146,990.      392,050.      MT  (+/- 180 meters Scaled)
 TG1153
 TG1153                          SUPERSEDED SURVEY CONTROL
 TG1153
 TG1153  NGVD 29 (??/??/92)  704.567  (m)         2311.57   (f) ADJ UNCH    1 2
 TG1153
 TG1153.Superseded values are not recommended for survey control.
 TG1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1153.See file dsdata.txt to determine how the superseded data were derived.
 TG1153
 TG1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP258497(NAD 83)
 TG1153_MARKER: DB = BENCH MARK DISK
 TG1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1153+STABILITY: SURFACE MOTION
 TG1153
 TG1153  HISTORY     - Date     Condition        Report By
 TG1153  HISTORY     - UNK      MONUMENTED       CGS
 TG1153  HISTORY     - 1934     GOOD             NGS
 TG1153  HISTORY     - 1975     GOOD             USGS
 TG1153  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1153
 TG1153                          STATION DESCRIPTION
 TG1153
 TG1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TG1153'2.5 MI W FROM WHEELOCK.
 TG1153'LOCATED ABOUT 2.5 MILES WEST OF WHEELOCK ON THE GREAT NORTHERN RAILWAY
 TG1153'ABOUT 125 FEET NORTH OF THE MAIN TRACK, ABOUT 90 FEET EAST OF THE
 TG1153'HIGHWAY CROSSING AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK SET
 TG1153'IN THE TOP OF A CONCRETE POST.
 TG1153
 TG1153                          STATION RECOVERY (1975)
 TG1153
 TG1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1153'RECOVERED IN GOOD CONDITION.
 TG1153
 TG1153                          STATION RECOVERY (1981)
 TG1153
 TG1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0615 ***********************************************************************
 TF0615  DESIGNATION -  O 7 B 1
 TF0615  PID         -  TF0615
 TF0615  STATE/COUNTY-  ND/BOTTINEAU
 TF0615  USGS QUAD   -  RENVILLE (1950)
 TF0615
 TF0615                         *CURRENT SURVEY CONTROL
 TF0615  ___________________________________________________________________
 TF0615* NAD 83(1986)-  48 45 48.     (N)    101 20 50.     (W)     SCALED    
 TF0615* NAVD 88     -       477.396  (meters)    1566.26   (feet)  ADJUSTED  
 TF0615  ___________________________________________________________________
 TF0615  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 TF0615  DYNAMIC HT  -         477.501 (meters)    1566.60  (feet)  COMP
 TF0615  MODELED GRAV-     980,814.3   (mgal)                       NAVD 88
 TF0615
 TF0615  VERT ORDER  -  SECOND    CLASS 0
 TF0615
 TF0615.The horizontal coordinates were scaled from a topographic map and have
 TF0615.an estimated accuracy of +/- 6 seconds.
 TF0615
 TF0615.The orthometric height was determined by differential leveling
 TF0615.and adjusted by the National Geodetic Survey in June 1991..
 TF0615
 TF0615.The geoid height was determined by GEOID03.
 TF0615
 TF0615.The dynamic height is computed by dividing the NAVD 88
 TF0615.geopotential number by the normal gravity value computed on the
 TF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0615.degrees latitude (g = 980.6199 gals.).
 TF0615
 TF0615.The modeled gravity was interpolated from observed gravity values.
 TF0615
 TF0615;                    North         East    Units  Estimated Accuracy
 TF0615;SPC ND N     -   196,400.      537,720.      MT  (+/- 180 meters Scaled)
 TF0615
 TF0615                          SUPERSEDED SURVEY CONTROL
 TF0615
 TF0615  NGVD 29 (??/??/92)  477.05   (m)         1565.1    (f) COMPUTED    2 0
 TF0615
 TF0615.Superseded values are not recommended for survey control.
 TF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0615.See file dsdata.txt to determine how the superseded data were derived.
 TF0615
 TF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV275038(NAD 83)
 TF0615_MARKER: DD = SURVEY DISK
 TF0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0615+STABILITY: SURFACE MOTION
 TF0615
 TF0615  HISTORY     - Date     Condition        Report By
 TF0615  HISTORY     - UNK      MONUMENTED       DOD
 TF0615  HISTORY     - 1963     GOOD             NGS
 TF0615
 TF0615                          STATION DESCRIPTION
 TF0615
 TF0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0615'7.45 MI E FROM MOHALL.
 TF0615'ABOUT 7.45 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0615'MOHALL, 0.25 MILE EAST OF A SET OF FARM BUILDINGS, 110 YARDS NORTH
 TF0615'ACROSS COUNTRY, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 TF0615'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0615'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0616 ***********************************************************************
 TF0616  DESIGNATION -  O 7 B 2
 TF0616  PID         -  TF0616
 TF0616  STATE/COUNTY-  ND/BOTTINEAU
 TF0616  USGS QUAD   -  RENVILLE (1950)
 TF0616
 TF0616                         *CURRENT SURVEY CONTROL
 TF0616  ___________________________________________________________________
 TF0616* NAD 83(1986)-  48 45 45.     (N)    101 20 35.     (W)     SCALED    
 TF0616* NAVD 88     -       475.901  (meters)    1561.35   (feet)  ADJUSTED  
 TF0616  ___________________________________________________________________
 TF0616  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF0616  DYNAMIC HT  -         476.005 (meters)    1561.69  (feet)  COMP
 TF0616  MODELED GRAV-     980,814.3   (mgal)                       NAVD 88
 TF0616
 TF0616  VERT ORDER  -  SECOND    CLASS 0
 TF0616
 TF0616.The horizontal coordinates were scaled from a topographic map and have
 TF0616.an estimated accuracy of +/- 6 seconds.
 TF0616
 TF0616.The orthometric height was determined by differential leveling
 TF0616.and adjusted by the National Geodetic Survey in June 1991..
 TF0616
 TF0616.The geoid height was determined by GEOID03.
 TF0616
 TF0616.The dynamic height is computed by dividing the NAVD 88
 TF0616.geopotential number by the normal gravity value computed on the
 TF0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0616.degrees latitude (g = 980.6199 gals.).
 TF0616
 TF0616.The modeled gravity was interpolated from observed gravity values.
 TF0616
 TF0616;                    North         East    Units  Estimated Accuracy
 TF0616;SPC ND N     -   196,310.      538,020.      MT  (+/- 180 meters Scaled)
 TF0616
 TF0616                          SUPERSEDED SURVEY CONTROL
 TF0616
 TF0616  NGVD 29 (??/??/92)  475.551  (m)         1560.20   (f) ADJ UNCH    2 0
 TF0616
 TF0616.Superseded values are not recommended for survey control.
 TF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0616.See file dsdata.txt to determine how the superseded data were derived.
 TF0616
 TF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV278037(NAD 83)
 TF0616_MARKER: DD = SURVEY DISK
 TF0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0616+STABILITY: SURFACE MOTION
 TF0616
 TF0616  HISTORY     - Date     Condition        Report By
 TF0616  HISTORY     - UNK      MONUMENTED       DOD
 TF0616  HISTORY     - 1963     GOOD             NGS
 TF0616
 TF0616                          STATION DESCRIPTION
 TF0616
 TF0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0616'7.65 MI E FROM MOHALL.
 TF0616'ABOUT 7.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0616'MOHALL, 300 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET
 TF0616'WEST OF THE CENTER LINE OF A GRAVELED ROAD, ABOUT 6 FEET BELOW THE
 TF0616'LEVEL OF THE HIGHWAY, AND THE TOP SURFACE OVER THE CENTER HOLE OF A
 TF0616'METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN 18-INCH
 TF0616'CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0618 ***********************************************************************
 TF0618  DESIGNATION -  O 7 Z
 TF0618  PID         -  TF0618
 TF0618  STATE/COUNTY-  ND/BOTTINEAU
 TF0618  USGS QUAD   -  RENVILLE (1950)
 TF0618
 TF0618                         *CURRENT SURVEY CONTROL
 TF0618  ___________________________________________________________________
 TF0618* NAD 83(1986)-  48 45 59.     (N)    101 20 34.     (W)     SCALED    
 TF0618* NAVD 88     -       472.658  (meters)    1550.71   (feet)  ADJUSTED  
 TF0618  ___________________________________________________________________
 TF0618  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF0618  DYNAMIC HT  -         472.761 (meters)    1551.05  (feet)  COMP
 TF0618  MODELED GRAV-     980,814.8   (mgal)                       NAVD 88
 TF0618
 TF0618  VERT ORDER  -  SECOND    CLASS 0
 TF0618
 TF0618.The horizontal coordinates were scaled from a topographic map and have
 TF0618.an estimated accuracy of +/- 6 seconds.
 TF0618
 TF0618.The orthometric height was determined by differential leveling
 TF0618.and adjusted by the National Geodetic Survey in June 1991..
 TF0618
 TF0618.The geoid height was determined by GEOID03.
 TF0618
 TF0618.The dynamic height is computed by dividing the NAVD 88
 TF0618.geopotential number by the normal gravity value computed on the
 TF0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0618.degrees latitude (g = 980.6199 gals.).
 TF0618
 TF0618.The modeled gravity was interpolated from observed gravity values.
 TF0618
 TF0618;                    North         East    Units  Estimated Accuracy
 TF0618;SPC ND N     -   196,740.      538,050.      MT  (+/- 180 meters Scaled)
 TF0618
 TF0618                          SUPERSEDED SURVEY CONTROL
 TF0618
 TF0618  NGVD 29 (??/??/92)  472.309  (m)         1549.57   (f) ADJ UNCH    2 0
 TF0618
 TF0618.Superseded values are not recommended for survey control.
 TF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0618.See file dsdata.txt to determine how the superseded data were derived.
 TF0618
 TF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV278041(NAD 83)
 TF0618_MARKER: DS = TRIANGULATION STATION DISK
 TF0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0618_STAMPING: O 7 Z 1963
 TF0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0618+STABILITY: SURFACE MOTION
 TF0618
 TF0618  HISTORY     - Date     Condition        Report By
 TF0618  HISTORY     - 1963     MONUMENTED       CGS
 TF0618
 TF0618                          STATION DESCRIPTION
 TF0618
 TF0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0618'7.65 MI E FROM MOHALL.
 TF0618'ABOUT 7.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0618'MOHALL, THENCE 0.25 MILE NORTH ALONG A COUNTY ROAD, 43 FEET EAST OF
 TF0618'THE CENTER LINE OF THE ROAD, 4 1/2 FEET WEST OF A FENCE, 95 FEET
 TF0618'EAST-SOUTHEAST OF THE CENTER OF A GATE, 7.4 FEET SOUTHWEST OF A METAL
 TF0618'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 TF0618'TOP OF A CONCRETE POST WHICH IS 7 INCHES BELOW THE SURFACE OF THE
 TF0618'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0620 ***********************************************************************
 TF0620  DESIGNATION -  O 7 Z AZ MK
 TF0620  PID         -  TF0620
 TF0620  STATE/COUNTY-  ND/BOTTINEAU
 TF0620  USGS QUAD   -  RENVILLE (1950)
 TF0620
 TF0620                         *CURRENT SURVEY CONTROL
 TF0620  ___________________________________________________________________
 TF0620* NAD 83(1986)-  48 45 48.     (N)    101 20 03.     (W)     SCALED    
 TF0620* NAVD 88     -       475.473  (meters)    1559.95   (feet)  ADJUSTED  
 TF0620  ___________________________________________________________________
 TF0620  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 TF0620  DYNAMIC HT  -         475.577 (meters)    1560.29  (feet)  COMP
 TF0620  MODELED GRAV-     980,814.6   (mgal)                       NAVD 88
 TF0620
 TF0620  VERT ORDER  -  SECOND    CLASS 0
 TF0620
 TF0620.The horizontal coordinates were scaled from a topographic map and have
 TF0620.an estimated accuracy of +/- 6 seconds.
 TF0620
 TF0620.The orthometric height was determined by differential leveling
 TF0620.and adjusted by the National Geodetic Survey in June 1991..
 TF0620
 TF0620.The geoid height was determined by GEOID03.
 TF0620
 TF0620.The dynamic height is computed by dividing the NAVD 88
 TF0620.geopotential number by the normal gravity value computed on the
 TF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0620.degrees latitude (g = 980.6199 gals.).
 TF0620
 TF0620.The modeled gravity was interpolated from observed gravity values.
 TF0620
 TF0620;                    North         East    Units  Estimated Accuracy
 TF0620;SPC ND N     -   196,390.      538,680.      MT  (+/- 180 meters Scaled)
 TF0620
 TF0620                          SUPERSEDED SURVEY CONTROL
 TF0620
 TF0620  NGVD 29 (??/??/92)  475.12   (m)         1558.8    (f) COMPUTED    2 0
 TF0620
 TF0620.Superseded values are not recommended for survey control.
 TF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0620.See file dsdata.txt to determine how the superseded data were derived.
 TF0620
 TF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV284037(NAD 83)
 TF0620_MARKER: DZ = AZIMUTH MARK DISK
 TF0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0620_STAMPING: O 7 Z 1963
 TF0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0620+STABILITY: SURFACE MOTION
 TF0620
 TF0620  HISTORY     - Date     Condition        Report By
 TF0620  HISTORY     - 1963     MONUMENTED       CGS
 TF0620
 TF0620                          STATION DESCRIPTION
 TF0620
 TF0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0620'8.15 MI E FROM MOHALL.
 TF0620'ABOUT 8.15 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0620'MOHALL, IN SECTION 17, T 161 N, R 82 W, 90 FEET NORTH OF THE CENTER
 TF0620'LINE OF THE HIGHWAY, 3 FEET SOUTH OF AN EAST-WEST FENCE, 3 1/2 FEET
 TF0620'EAST OF A NORTH-SOUTH FENCE, 1.5 FEET WEST OF A METAL WITNESS POST,
 TF0620'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TF0620'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0619 ***********************************************************************
 TF0619  DESIGNATION -  O 7 Z RM 1
 TF0619  PID         -  TF0619
 TF0619  STATE/COUNTY-  ND/BOTTINEAU
 TF0619  USGS QUAD   -  RENVILLE (1950)
 TF0619
 TF0619                         *CURRENT SURVEY CONTROL
 TF0619  ___________________________________________________________________
 TF0619* NAD 83(1986)-  48 45 59.     (N)    101 20 34.     (W)     SCALED    
 TF0619* NAVD 88     -       473.333  (meters)    1552.93   (feet)  ADJUSTED  
 TF0619  ___________________________________________________________________
 TF0619  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF0619  DYNAMIC HT  -         473.436 (meters)    1553.26  (feet)  COMP
 TF0619  MODELED GRAV-     980,814.8   (mgal)                       NAVD 88
 TF0619
 TF0619  VERT ORDER  -  SECOND    CLASS 0
 TF0619
 TF0619.The horizontal coordinates were scaled from a topographic map and have
 TF0619.an estimated accuracy of +/- 6 seconds.
 TF0619
 TF0619.The orthometric height was determined by differential leveling
 TF0619.and adjusted by the National Geodetic Survey in June 1991..
 TF0619
 TF0619.The geoid height was determined by GEOID03.
 TF0619
 TF0619.The dynamic height is computed by dividing the NAVD 88
 TF0619.geopotential number by the normal gravity value computed on the
 TF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0619.degrees latitude (g = 980.6199 gals.).
 TF0619
 TF0619.The modeled gravity was interpolated from observed gravity values.
 TF0619
 TF0619;                    North         East    Units  Estimated Accuracy
 TF0619;SPC ND N     -   196,740.      538,050.      MT  (+/- 180 meters Scaled)
 TF0619
 TF0619                          SUPERSEDED SURVEY CONTROL
 TF0619
 TF0619  NGVD 29 (??/??/92)  472.984  (m)         1551.78   (f) ADJ UNCH    2 0
 TF0619
 TF0619.Superseded values are not recommended for survey control.
 TF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0619.See file dsdata.txt to determine how the superseded data were derived.
 TF0619
 TF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV278041(NAD 83)
 TF0619_MARKER: DR = REFERENCE MARK DISK
 TF0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0619_STAMPING: O 7 Z NO 1 1963
 TF0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0619+STABILITY: SURFACE MOTION
 TF0619
 TF0619  HISTORY     - Date     Condition        Report By
 TF0619  HISTORY     - 1963     MONUMENTED       CGS
 TF0619
 TF0619                          STATION DESCRIPTION
 TF0619
 TF0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0619'7.65 MI E FROM MOHALL.
 TF0619'ABOUT 7.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0619'MOHALL, THENCE 0.25 MILE NORTH ALONG A COUNTY ROAD, IN SECTION 17, T
 TF0619'161 N, R 82 W, 66 FEET NORTH OF O7 Z 1963, 2 FEET WEST OF A FENCE,
 TF0619'61.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 TF0619'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0617 ***********************************************************************
 TF0617  DESIGNATION -  O 7 Z RM 2
 TF0617  PID         -  TF0617
 TF0617  STATE/COUNTY-  ND/BOTTINEAU
 TF0617  USGS QUAD   -  RENVILLE (1950)
 TF0617
 TF0617                         *CURRENT SURVEY CONTROL
 TF0617  ___________________________________________________________________
 TF0617* NAD 83(1986)-  48 46 01.     (N)    101 20 34.     (W)     SCALED    
 TF0617* NAVD 88     -       473.260  (meters)    1552.69   (feet)  ADJUSTED  
 TF0617  ___________________________________________________________________
 TF0617  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 TF0617  DYNAMIC HT  -         473.364 (meters)    1553.03  (feet)  COMP
 TF0617  MODELED GRAV-     980,814.8   (mgal)                       NAVD 88
 TF0617
 TF0617  VERT ORDER  -  SECOND    CLASS 0
 TF0617
 TF0617.The horizontal coordinates were scaled from a topographic map and have
 TF0617.an estimated accuracy of +/- 6 seconds.
 TF0617
 TF0617.The orthometric height was determined by differential leveling
 TF0617.and adjusted by the National Geodetic Survey in June 1991..
 TF0617
 TF0617.The geoid height was determined by GEOID03.
 TF0617
 TF0617.The dynamic height is computed by dividing the NAVD 88
 TF0617.geopotential number by the normal gravity value computed on the
 TF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0617.degrees latitude (g = 980.6199 gals.).
 TF0617
 TF0617.The modeled gravity was interpolated from observed gravity values.
 TF0617
 TF0617;                    North         East    Units  Estimated Accuracy
 TF0617;SPC ND N     -   196,800.      538,050.      MT  (+/- 180 meters Scaled)
 TF0617
 TF0617                          SUPERSEDED SURVEY CONTROL
 TF0617
 TF0617  NGVD 29 (??/??/92)  472.911  (m)         1551.54   (f) ADJ UNCH    2 0
 TF0617
 TF0617.Superseded values are not recommended for survey control.
 TF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0617.See file dsdata.txt to determine how the superseded data were derived.
 TF0617
 TF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV278041(NAD 83)
 TF0617_MARKER: DR = REFERENCE MARK DISK
 TF0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0617_STAMPING: O 7 Z NO 2 1963
 TF0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0617+STABILITY: SURFACE MOTION
 TF0617
 TF0617  HISTORY     - Date     Condition        Report By
 TF0617  HISTORY     - 1963     MONUMENTED       CGS
 TF0617
 TF0617                          STATION DESCRIPTION
 TF0617
 TF0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0617'7.65 MI E FROM MOHALL.
 TF0617'ABOUT 7.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0617'MOHALL, THENCE 0.25 MILE NORTH ALONG A COUNTY ROAD, IN SECTION 17, T
 TF0617'161 N, R 82 W, 65.0 FEET SOUTH OF O 7 Z 1963, 2 FEET WEST OF A FENCE,
 TF0617'70 FEET SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF
 TF0617'O 7 Z 1963, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1348 ***********************************************************************
 TG1348  DESIGNATION -  O 8
 TG1348  PID         -  TG1348
 TG1348  STATE/COUNTY-  ND/WILLIAMS
 TG1348  USGS QUAD   -  TRENTON (1976)
 TG1348
 TG1348                         *CURRENT SURVEY CONTROL
 TG1348  ___________________________________________________________________
 TG1348* NAD 83(1986)-  48 03 10.     (N)    103 51 48.     (W)     SCALED    
 TG1348* NAVD 88     -       580.896  (meters)    1905.82   (feet)  ADJUSTED  
 TG1348  ___________________________________________________________________
 TG1348  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 TG1348  DYNAMIC HT  -         580.964 (meters)    1906.05  (feet)  COMP
 TG1348  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 TG1348
 TG1348  VERT ORDER  -  FIRST     CLASS II
 TG1348
 TG1348.The horizontal coordinates were scaled from a topographic map and have
 TG1348.an estimated accuracy of +/- 6 seconds.
 TG1348
 TG1348.The orthometric height was determined by differential leveling
 TG1348.and adjusted by the National Geodetic Survey in June 1991..
 TG1348
 TG1348.The geoid height was determined by GEOID03.
 TG1348
 TG1348.The dynamic height is computed by dividing the NAVD 88
 TG1348.geopotential number by the normal gravity value computed on the
 TG1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1348.degrees latitude (g = 980.6199 gals.).
 TG1348
 TG1348.The modeled gravity was interpolated from observed gravity values.
 TG1348
 TG1348;                    North         East    Units  Estimated Accuracy
 TG1348;SPC ND N     -   122,520.      349,360.      MT  (+/- 180 meters Scaled)
 TG1348
 TG1348                          SUPERSEDED SURVEY CONTROL
 TG1348
 TG1348  NGVD 29 (??/??/92)  580.388  (m)         1904.16   (f) ADJ UNCH    1 2
 TG1348
 TG1348.Superseded values are not recommended for survey control.
 TG1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1348.See file dsdata.txt to determine how the superseded data were derived.
 TG1348
 TG1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP847227(NAD 83)
 TG1348_MARKER: Z = SEE DESCRIPTION
 TG1348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TG1348_SP_SET: BRIDGE
 TG1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1348
 TG1348  HISTORY     - Date     Condition        Report By
 TG1348  HISTORY     - UNK      MONUMENTED       CGS
 TG1348  HISTORY     - 1940     GOOD             NGS
 TG1348
 TG1348                          STATION DESCRIPTION
 TG1348
 TG1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TG1348'1.5 MI SW FROM TRENTON.
 TG1348'LOCATED ABOUT 1.5 MILES SOUTH-WEST ALONG THE GREAT NORTHERN RAILWAY
 TG1348'FROM THE STATION AT TRENTON, ABOUT 75 FEET EAST OF THE HIGHWAY
 TG1348'CROSSING TRACK, IN THE SOUTHEAST CORNER OF BRIDGE NO. 161.  THE BOTTOM
 TG1348'OF A SQUARE HOLE.  NO POST WAS SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0843 ***********************************************************************
 TF0843  DESIGNATION -  O 8 B 1
 TF0843  PID         -  TF0843
 TF0843  STATE/COUNTY-  ND/BOTTINEAU
 TF0843  USGS QUAD   -  ANTLER SW (1980)
 TF0843
 TF0843                         *CURRENT SURVEY CONTROL
 TF0843  ___________________________________________________________________
 TF0843* NAD 83(1986)-  48 49 21.     (N)    101 23 32.     (W)     SCALED    
 TF0843* NAVD 88     -       478.051  (meters)    1568.41   (feet)  ADJUSTED  
 TF0843  ___________________________________________________________________
 TF0843  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0843  DYNAMIC HT  -         478.159 (meters)    1568.76  (feet)  COMP
 TF0843  MODELED GRAV-     980,819.5   (mgal)                       NAVD 88
 TF0843
 TF0843  VERT ORDER  -  SECOND    CLASS 0
 TF0843
 TF0843.The horizontal coordinates were scaled from a topographic map and have
 TF0843.an estimated accuracy of +/- 6 seconds.
 TF0843
 TF0843.The orthometric height was determined by differential leveling
 TF0843.and adjusted by the National Geodetic Survey in June 1991..
 TF0843
 TF0843.The geoid height was determined by GEOID03.
 TF0843
 TF0843.The dynamic height is computed by dividing the NAVD 88
 TF0843.geopotential number by the normal gravity value computed on the
 TF0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0843.degrees latitude (g = 980.6199 gals.).
 TF0843
 TF0843.The modeled gravity was interpolated from observed gravity values.
 TF0843
 TF0843;                    North         East    Units  Estimated Accuracy
 TF0843;SPC ND N     -   203,020.      534,480.      MT  (+/- 180 meters Scaled)
 TF0843
 TF0843                          SUPERSEDED SURVEY CONTROL
 TF0843
 TF0843  NGVD 29 (??/??/92)  477.70   (m)         1567.3    (f) COMPUTED    2 0
 TF0843
 TF0843.Superseded values are not recommended for survey control.
 TF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0843.See file dsdata.txt to determine how the superseded data were derived.
 TF0843
 TF0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV244104(NAD 83)
 TF0843_MARKER: DD = SURVEY DISK
 TF0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0843+STABILITY: SURFACE MOTION
 TF0843
 TF0843  HISTORY     - Date     Condition        Report By
 TF0843  HISTORY     - UNK      MONUMENTED       DOD
 TF0843  HISTORY     - 1963     GOOD             NGS
 TF0843
 TF0843                          STATION DESCRIPTION
 TF0843
 TF0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0843'9.55 MI NE FROM MOHALL.
 TF0843'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0843'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8 MILES
 TF0843'EAST ALONG A GRAVELED ROAD, THENCE 0.1 MILES NORTH ACROSS COUNTRY, IN
 TF0843'SECTION 26, T 162 N, R 83 W, 65 FEET NORTHWEST OF A POWER POLE AND THE
 TF0843'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0843'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0849 ***********************************************************************
 TF0849  DESIGNATION -  O 8 B2
 TF0849  PID         -  TF0849
 TF0849  STATE/COUNTY-  ND/BOTTINEAU
 TF0849  USGS QUAD   -  ANTLER SW (1980)
 TF0849
 TF0849                         *CURRENT SURVEY CONTROL
 TF0849  ___________________________________________________________________
 TF0849* NAD 83(1986)-  48 49 32.     (N)    101 23 35.     (W)     SCALED    
 TF0849* NAVD 88     -       478.618  (meters)    1570.27   (feet)  ADJUSTED  
 TF0849  ___________________________________________________________________
 TF0849  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0849  DYNAMIC HT  -         478.726 (meters)    1570.62  (feet)  COMP
 TF0849  MODELED GRAV-     980,819.8   (mgal)                       NAVD 88
 TF0849
 TF0849  VERT ORDER  -  SECOND    CLASS 0
 TF0849
 TF0849.The horizontal coordinates were scaled from a topographic map and have
 TF0849.an estimated accuracy of +/- 6 seconds.
 TF0849
 TF0849.The orthometric height was determined by differential leveling
 TF0849.and adjusted by the National Geodetic Survey in June 1991..
 TF0849
 TF0849.The geoid height was determined by GEOID03.
 TF0849
 TF0849.The dynamic height is computed by dividing the NAVD 88
 TF0849.geopotential number by the normal gravity value computed on the
 TF0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0849.degrees latitude (g = 980.6199 gals.).
 TF0849
 TF0849.The modeled gravity was interpolated from observed gravity values.
 TF0849
 TF0849;                    North         East    Units  Estimated Accuracy
 TF0849;SPC ND N     -   203,360.      534,430.      MT  (+/- 180 meters Scaled)
 TF0849
 TF0849                          SUPERSEDED SURVEY CONTROL
 TF0849
 TF0849  NGVD 29 (??/??/92)  478.27   (m)         1569.1    (f) COMPUTED    2 0
 TF0849
 TF0849.Superseded values are not recommended for survey control.
 TF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0849.See file dsdata.txt to determine how the superseded data were derived.
 TF0849
 TF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV243108(NAD 83)
 TF0849_MARKER: DD = SURVEY DISK
 TF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0849+STABILITY: SURFACE MOTION
 TF0849
 TF0849  HISTORY     - Date     Condition        Report By
 TF0849  HISTORY     - UNK      MONUMENTED       DOD
 TF0849  HISTORY     - 1963     GOOD             NGS
 TF0849
 TF0849                          STATION DESCRIPTION
 TF0849
 TF0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0849'10.2 MI NE FROM MOHALL.
 TF0849'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0849'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TF0849'EAST ALONG A GRAVELED ROAD, THENCE 0.3 MILES NORTH ALONG A GRAVELED
 TF0849'ROAD THENCE 0.25 MILES ACROSS COUNTRY, THE TOP SURFACE OVER THE CENTER
 TF0849'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 TF0849'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0847 ***********************************************************************
 TF0847  DESIGNATION -  O 8 Z
 TF0847  PID         -  TF0847
 TF0847  STATE/COUNTY-  ND/BOTTINEAU
 TF0847  USGS QUAD   -  ANTLER SW (1980)
 TF0847
 TF0847                         *CURRENT SURVEY CONTROL
 TF0847  ___________________________________________________________________
 TF0847* NAD 83(1986)-  48 49 38.     (N)    101 23 16.     (W)     SCALED    
 TF0847* NAVD 88     -       478.218  (meters)    1568.95   (feet)  ADJUSTED  
 TF0847  ___________________________________________________________________
 TF0847  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0847  DYNAMIC HT  -         478.326 (meters)    1569.31  (feet)  COMP
 TF0847  MODELED GRAV-     980,820.2   (mgal)                       NAVD 88
 TF0847
 TF0847  VERT ORDER  -  SECOND    CLASS 0
 TF0847
 TF0847.The horizontal coordinates were scaled from a topographic map and have
 TF0847.an estimated accuracy of +/- 6 seconds.
 TF0847
 TF0847.The orthometric height was determined by differential leveling
 TF0847.and adjusted by the National Geodetic Survey in June 1991..
 TF0847
 TF0847.The geoid height was determined by GEOID03.
 TF0847
 TF0847.The dynamic height is computed by dividing the NAVD 88
 TF0847.geopotential number by the normal gravity value computed on the
 TF0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0847.degrees latitude (g = 980.6199 gals.).
 TF0847
 TF0847.The modeled gravity was interpolated from observed gravity values.
 TF0847
 TF0847;                    North         East    Units  Estimated Accuracy
 TF0847;SPC ND N     -   203,540.      534,820.      MT  (+/- 180 meters Scaled)
 TF0847
 TF0847                          SUPERSEDED SURVEY CONTROL
 TF0847
 TF0847  NGVD 29 (??/??/92)  477.87   (m)         1567.8    (f) COMPUTED    2 0
 TF0847
 TF0847.Superseded values are not recommended for survey control.
 TF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0847.See file dsdata.txt to determine how the superseded data were derived.
 TF0847
 TF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV247109(NAD 83)
 TF0847_MARKER: DS = TRIANGULATION STATION DISK
 TF0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0847_STAMPING: O 8 Z 1963
 TF0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0847+STABILITY: SURFACE MOTION
 TF0847
 TF0847  HISTORY     - Date     Condition        Report By
 TF0847  HISTORY     - 1963     MONUMENTED       CGS
 TF0847
 TF0847                          STATION DESCRIPTION
 TF0847
 TF0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0847'10.1 MI NE FROM MOHALL.
 TF0847'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0847'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TF0847'EAST ALONG A GRAVELED ROAD, THENCE 0.45 MILES NORTH ALONG A GRAVELED
 TF0847'ROAD, IN SECTION 26, T 162 N, R 83 W, 104 FEET WEST OF THE CENTER LINE
 TF0847'OF THE ROAD, 219 FEET WEST OF AND ACROSS THE ROAD FROM A FARM HOUSE,
 TF0847'122 FEET NORTHWEST OF A TELEPHONE POLE, 64.0 FEET SOUTHWEST OF A METAL
 TF0847'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 TF0847'CONCRETE POST 24-INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0845 ***********************************************************************
 TF0845  DESIGNATION -  O 8 Z AZ MK
 TF0845  PID         -  TF0845
 TF0845  STATE/COUNTY-  ND/BOTTINEAU
 TF0845  USGS QUAD   -  ANTLER SW (1980)
 TF0845
 TF0845                         *CURRENT SURVEY CONTROL
 TF0845  ___________________________________________________________________
 TF0845* NAD 83(1986)-  48 49 16.     (N)    101 23 15.     (W)     SCALED    
 TF0845* NAVD 88     -       476.770  (meters)    1564.20   (feet)  ADJUSTED  
 TF0845  ___________________________________________________________________
 TF0845  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0845  DYNAMIC HT  -         476.876 (meters)    1564.55  (feet)  COMP
 TF0845  MODELED GRAV-     980,819.5   (mgal)                       NAVD 88
 TF0845
 TF0845  VERT ORDER  -  SECOND    CLASS 0
 TF0845
 TF0845.The horizontal coordinates were scaled from a topographic map and have
 TF0845.an estimated accuracy of +/- 6 seconds.
 TF0845
 TF0845.The orthometric height was determined by differential leveling
 TF0845.and adjusted by the National Geodetic Survey in June 1991..
 TF0845
 TF0845.The geoid height was determined by GEOID03.
 TF0845
 TF0845.The dynamic height is computed by dividing the NAVD 88
 TF0845.geopotential number by the normal gravity value computed on the
 TF0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0845.degrees latitude (g = 980.6199 gals.).
 TF0845
 TF0845.The modeled gravity was interpolated from observed gravity values.
 TF0845
 TF0845;                    North         East    Units  Estimated Accuracy
 TF0845;SPC ND N     -   202,860.      534,830.      MT  (+/- 180 meters Scaled)
 TF0845
 TF0845                          SUPERSEDED SURVEY CONTROL
 TF0845
 TF0845  NGVD 29 (??/??/92)  476.42   (m)         1563.1    (f) COMPUTED    2 0
 TF0845
 TF0845.Superseded values are not recommended for survey control.
 TF0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0845.See file dsdata.txt to determine how the superseded data were derived.
 TF0845
 TF0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV247103(NAD 83)
 TF0845_MARKER: DZ = AZIMUTH MARK DISK
 TF0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0845_STAMPING: O 8 Z 1963
 TF0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0845+STABILITY: SURFACE MOTION
 TF0845
 TF0845  HISTORY     - Date     Condition        Report By
 TF0845  HISTORY     - 1963     MONUMENTED       CGS
 TF0845
 TF0845                          STATION DESCRIPTION
 TF0845
 TF0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0845'9.65 MI NE FROM MOHALL.
 TF0845'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0845'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TF0845'EAST ALONG A GRAVELED ROAD, IN SECTION 26, T 162 N, R 83 W, AT A ROAD
 TF0845'INTERSECTION, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 74 FEET
 TF0845'WEST OF THE CENTER LINE OF THE CROSS ROAD, 2 FEET SOUTHEAST OF A
 TF0845'TELEPHONE POLE, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 TF0845'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0845'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0846 ***********************************************************************
 TF0846  DESIGNATION -  O 8 Z RM 1
 TF0846  PID         -  TF0846
 TF0846  STATE/COUNTY-  ND/BOTTINEAU
 TF0846  USGS QUAD   -  ANTLER SW (1980)
 TF0846
 TF0846                         *CURRENT SURVEY CONTROL
 TF0846  ___________________________________________________________________
 TF0846* NAD 83(1986)-  48 49 38.     (N)    101 23 17.     (W)     SCALED    
 TF0846* NAVD 88     -       478.598  (meters)    1570.20   (feet)  ADJUSTED  
 TF0846  ___________________________________________________________________
 TF0846  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0846  DYNAMIC HT  -         478.706 (meters)    1570.55  (feet)  COMP
 TF0846  MODELED GRAV-     980,820.2   (mgal)                       NAVD 88
 TF0846
 TF0846  VERT ORDER  -  SECOND    CLASS 0
 TF0846
 TF0846.The horizontal coordinates were scaled from a topographic map and have
 TF0846.an estimated accuracy of +/- 6 seconds.
 TF0846
 TF0846.The orthometric height was determined by differential leveling
 TF0846.and adjusted by the National Geodetic Survey in June 1991..
 TF0846
 TF0846.The geoid height was determined by GEOID03.
 TF0846
 TF0846.The dynamic height is computed by dividing the NAVD 88
 TF0846.geopotential number by the normal gravity value computed on the
 TF0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0846.degrees latitude (g = 980.6199 gals.).
 TF0846
 TF0846.The modeled gravity was interpolated from observed gravity values.
 TF0846
 TF0846;                    North         East    Units  Estimated Accuracy
 TF0846;SPC ND N     -   203,540.      534,800.      MT  (+/- 180 meters Scaled)
 TF0846
 TF0846                          SUPERSEDED SURVEY CONTROL
 TF0846
 TF0846  NGVD 29 (??/??/92)  478.25   (m)         1569.1    (f) COMPUTED    2 0
 TF0846
 TF0846.Superseded values are not recommended for survey control.
 TF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0846.See file dsdata.txt to determine how the superseded data were derived.
 TF0846
 TF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV247109(NAD 83)
 TF0846_MARKER: DR = REFERENCE MARK DISK
 TF0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0846_STAMPING: O 8 Z NO 1 1963
 TF0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0846+STABILITY: SURFACE MOTION
 TF0846
 TF0846  HISTORY     - Date     Condition        Report By
 TF0846  HISTORY     - 1963     MONUMENTED       CGS
 TF0846
 TF0846                          STATION DESCRIPTION
 TF0846
 TF0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0846'10.1 MI NE FROM MOHALL.
 TF0846'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0846'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TF0846'EAST ALONG A GRAVELED ROAD, THENCE 0.45 MILES NORTH ALONG A GRAVELED
 TF0846'ROAD, IN SECTION 26, T 162 N, R 83 W, 46 FEET WEST OF THE CENTER LINE
 TF0846'OF THE ROAD, 63.7 FEET NORTHEAST OF O 8 Z 1963, 1.1 FEET SOUTH OF A
 TF0846'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET
 TF0846'IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0848 ***********************************************************************
 TF0848  DESIGNATION -  O 8 Z RM 2
 TF0848  PID         -  TF0848
 TF0848  STATE/COUNTY-  ND/BOTTINEAU
 TF0848  USGS QUAD   -  ANTLER SW (1980)
 TF0848
 TF0848                         *CURRENT SURVEY CONTROL
 TF0848  ___________________________________________________________________
 TF0848* NAD 83(1986)-  48 49 38.     (N)    101 23 16.     (W)     SCALED    
 TF0848* NAVD 88     -       478.771  (meters)    1570.77   (feet)  ADJUSTED  
 TF0848  ___________________________________________________________________
 TF0848  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 TF0848  DYNAMIC HT  -         478.879 (meters)    1571.12  (feet)  COMP
 TF0848  MODELED GRAV-     980,820.2   (mgal)                       NAVD 88
 TF0848
 TF0848  VERT ORDER  -  SECOND    CLASS 0
 TF0848
 TF0848.The horizontal coordinates were scaled from a topographic map and have
 TF0848.an estimated accuracy of +/- 6 seconds.
 TF0848
 TF0848.The orthometric height was determined by differential leveling
 TF0848.and adjusted by the National Geodetic Survey in June 1991..
 TF0848
 TF0848.The geoid height was determined by GEOID03.
 TF0848
 TF0848.The dynamic height is computed by dividing the NAVD 88
 TF0848.geopotential number by the normal gravity value computed on the
 TF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0848.degrees latitude (g = 980.6199 gals.).
 TF0848
 TF0848.The modeled gravity was interpolated from observed gravity values.
 TF0848
 TF0848;                    North         East    Units  Estimated Accuracy
 TF0848;SPC ND N     -   203,540.      534,820.      MT  (+/- 180 meters Scaled)
 TF0848
 TF0848                          SUPERSEDED SURVEY CONTROL
 TF0848
 TF0848  NGVD 29 (??/??/92)  478.42   (m)         1569.6    (f) COMPUTED    2 0
 TF0848
 TF0848.Superseded values are not recommended for survey control.
 TF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0848.See file dsdata.txt to determine how the superseded data were derived.
 TF0848
 TF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV247109(NAD 83)
 TF0848_MARKER: DR = REFERENCE MARK DISK
 TF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0848_STAMPING: O 8 Z NO 2 1963
 TF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0848+STABILITY: SURFACE MOTION
 TF0848
 TF0848  HISTORY     - Date     Condition        Report By
 TF0848  HISTORY     - 1963     MONUMENTED       CGS
 TF0848
 TF0848                          STATION DESCRIPTION
 TF0848
 TF0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0848'10.1 MI NE FROM MOHALL.
 TF0848'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0848'MOHALL, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TF0848'EAST ALONG A GRAVELED ROAD, THENCE 0.45 MILES NORTH ALONG A GRAVELED
 TF0848'ROAD, IN SECTION 26, T 162 N, R 83 W, 48 FEET WEST OF THE CENTER LINE
 TF0848'OF THE ROAD, 165 FEET WEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST
 TF0848'CORNER OF A FARM HOUSE, 64.3 FEET SOUTHEAST OF O 8 Z 1963, 73 FEET
 TF0848'NORTHEAST OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TF0848'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0853 ***********************************************************************
 TF0853  DESIGNATION -  O 9 B 1
 TF0853  PID         -  TF0853
 TF0853  STATE/COUNTY-  ND/BOTTINEAU
 TF0853  USGS QUAD   -  ANTLER NW (1950)
 TF0853
 TF0853                         *CURRENT SURVEY CONTROL
 TF0853  ___________________________________________________________________
 TF0853* NAD 83(1986)-  48 53 34.     (N)    101 25 37.     (W)     SCALED    
 TF0853* NAVD 88     -       486.461  (meters)    1596.00   (feet)  ADJUSTED  
 TF0853  ___________________________________________________________________
 TF0853  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0853  DYNAMIC HT  -         486.574 (meters)    1596.37  (feet)  COMP
 TF0853  MODELED GRAV-     980,826.0   (mgal)                       NAVD 88
 TF0853
 TF0853  VERT ORDER  -  SECOND    CLASS 0
 TF0853
 TF0853.The horizontal coordinates were scaled from a topographic map and have
 TF0853.an estimated accuracy of +/- 6 seconds.
 TF0853
 TF0853.The orthometric height was determined by differential leveling
 TF0853.and adjusted by the National Geodetic Survey in June 1991..
 TF0853
 TF0853.The geoid height was determined by GEOID03.
 TF0853
 TF0853.The dynamic height is computed by dividing the NAVD 88
 TF0853.geopotential number by the normal gravity value computed on the
 TF0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0853.degrees latitude (g = 980.6199 gals.).
 TF0853
 TF0853.The modeled gravity was interpolated from observed gravity values.
 TF0853
 TF0853;                    North         East    Units  Estimated Accuracy
 TF0853;SPC ND N     -   210,860.      532,030.      MT  (+/- 180 meters Scaled)
 TF0853
 TF0853                          SUPERSEDED SURVEY CONTROL
 TF0853
 TF0853  NGVD 29 (??/??/92)  486.11   (m)         1594.8    (f) COMPUTED    2 0
 TF0853
 TF0853.Superseded values are not recommended for survey control.
 TF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0853.See file dsdata.txt to determine how the superseded data were derived.
 TF0853
 TF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV221183(NAD 83)
 TF0853_MARKER: DD = SURVEY DISK
 TF0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0853+STABILITY: SURFACE MOTION
 TF0853
 TF0853  HISTORY     - Date     Condition        Report By
 TF0853  HISTORY     - UNK      MONUMENTED       DOD
 TF0853  HISTORY     - 1963     GOOD             NGS
 TF0853
 TF0853                          STATION DESCRIPTION
 TF0853
 TF0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0853'12.85 MI NE FROM MOHALL.
 TF0853'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0853'MOHALL, THENCE 9.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILES
 TF0853'EAST ALONG A DIRT ROAD, IN SECTION 3, T 162 N, R 83 W, 202 FEET SOUTH
 TF0853'OF THE CENTER LINE OF THE ROAD AND THE TOP SURFACE OVER THE CENTER
 TF0853'HOLE OF A METAL COVERED TRIBACH WHICH IS MOUNTED ON THE TOP OF AN
 TF0853'18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0857 ***********************************************************************
 TF0857  DESIGNATION -  O 9 B 2
 TF0857  PID         -  TF0857
 TF0857  STATE/COUNTY-  ND/BOTTINEAU
 TF0857  USGS QUAD   -  ANTLER NW (1950)
 TF0857
 TF0857                         *CURRENT SURVEY CONTROL
 TF0857  ___________________________________________________________________
 TF0857* NAD 83(1986)-  48 53 19.     (N)    101 25 34.     (W)     SCALED    
 TF0857* NAVD 88     -       485.715  (meters)    1593.55   (feet)  ADJUSTED  
 TF0857  ___________________________________________________________________
 TF0857  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0857  DYNAMIC HT  -         485.827 (meters)    1593.92  (feet)  COMP
 TF0857  MODELED GRAV-     980,825.6   (mgal)                       NAVD 88
 TF0857
 TF0857  VERT ORDER  -  SECOND    CLASS 0
 TF0857
 TF0857.The horizontal coordinates were scaled from a topographic map and have
 TF0857.an estimated accuracy of +/- 6 seconds.
 TF0857
 TF0857.The orthometric height was determined by differential leveling
 TF0857.and adjusted by the National Geodetic Survey in June 1991..
 TF0857
 TF0857.The geoid height was determined by GEOID03.
 TF0857
 TF0857.The dynamic height is computed by dividing the NAVD 88
 TF0857.geopotential number by the normal gravity value computed on the
 TF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0857.degrees latitude (g = 980.6199 gals.).
 TF0857
 TF0857.The modeled gravity was interpolated from observed gravity values.
 TF0857
 TF0857;                    North         East    Units  Estimated Accuracy
 TF0857;SPC ND N     -   210,400.      532,080.      MT  (+/- 180 meters Scaled)
 TF0857
 TF0857                          SUPERSEDED SURVEY CONTROL
 TF0857
 TF0857  NGVD 29 (??/??/92)  485.36   (m)         1592.4    (f) COMPUTED    2 0
 TF0857
 TF0857.Superseded values are not recommended for survey control.
 TF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0857.See file dsdata.txt to determine how the superseded data were derived.
 TF0857
 TF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV221179(NAD 83)
 TF0857_MARKER: DD = SURVEY DISK
 TF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0857+STABILITY: SURFACE MOTION
 TF0857
 TF0857  HISTORY     - Date     Condition        Report By
 TF0857  HISTORY     - UNK      MONUMENTED       DOD
 TF0857  HISTORY     - 1963     GOOD             NGS
 TF0857
 TF0857                          STATION DESCRIPTION
 TF0857
 TF0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0857'12.6 MI NE FROM MOHALL.
 TF0857'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0857'MOHALL, THENCE 8.7 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.25
 TF0857'MILES EAST ACROSS COUNTRY, IN SECTION 3, T 162 N, R 83 W, THE TOP
 TF0857'SURFACE MILES EAST ACROSS COUNTRY, IN SECTION 3, T 16I N, R 83 W, THE
 TF0857'TOP SURFACE OVER THE CENTER HOLE OF A METAL COVERED TRIBACH WHICH IS
 TF0857'MOUNTED ON THE TOP OF AN 18-INCH CONCRETE CYLINDER PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0855 ***********************************************************************
 TF0855  DESIGNATION -  O 9 Z
 TF0855  PID         -  TF0855
 TF0855  STATE/COUNTY-  ND/BOTTINEAU
 TF0855  USGS QUAD   -  ANTLER NW (1950)
 TF0855
 TF0855                         *CURRENT SURVEY CONTROL
 TF0855  ___________________________________________________________________
 TF0855* NAD 83(1986)-  48 53 37.     (N)    101 25 52.     (W)     SCALED    
 TF0855* NAVD 88     -       486.094  (meters)    1594.79   (feet)  ADJUSTED  
 TF0855  ___________________________________________________________________
 TF0855  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0855  DYNAMIC HT  -         486.207 (meters)    1595.16  (feet)  COMP
 TF0855  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TF0855
 TF0855  VERT ORDER  -  SECOND    CLASS 0
 TF0855
 TF0855.The horizontal coordinates were scaled from a topographic map and have
 TF0855.an estimated accuracy of +/- 6 seconds.
 TF0855
 TF0855.The orthometric height was determined by differential leveling
 TF0855.and adjusted by the National Geodetic Survey in June 1991..
 TF0855
 TF0855.The geoid height was determined by GEOID03.
 TF0855
 TF0855.The dynamic height is computed by dividing the NAVD 88
 TF0855.geopotential number by the normal gravity value computed on the
 TF0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0855.degrees latitude (g = 980.6199 gals.).
 TF0855
 TF0855.The modeled gravity was interpolated from observed gravity values.
 TF0855
 TF0855;                    North         East    Units  Estimated Accuracy
 TF0855;SPC ND N     -   210,960.      531,720.      MT  (+/- 180 meters Scaled)
 TF0855
 TF0855                          SUPERSEDED SURVEY CONTROL
 TF0855
 TF0855  NGVD 29 (??/??/92)  485.74   (m)         1593.6    (f) COMPUTED    2 0
 TF0855
 TF0855.Superseded values are not recommended for survey control.
 TF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0855.See file dsdata.txt to determine how the superseded data were derived.
 TF0855
 TF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV218184(NAD 83)
 TF0855_MARKER: DS = TRIANGULATION STATION DISK
 TF0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0855_STAMPING: O 9 Z 1963
 TF0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0855+STABILITY: SURFACE MOTION
 TF0855
 TF0855  HISTORY     - Date     Condition        Report By
 TF0855  HISTORY     - 1963     MONUMENTED       CGS
 TF0855
 TF0855                          STATION DESCRIPTION
 TF0855
 TF0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0855'12.65 MI N FROM MOHALL.
 TF0855'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0855'MOHALL, THENCE 9.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34, T
 TF0855'163 N, R 83 W, AT A ROAD INTERSECTION, 64 FEET EAST OF THE CENTER LINE
 TF0855'OF THE ROAD, 187 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 3
 TF0855'1/2 FEET WEST OF A FENCE, 96 FEET SOUTH OF A TELEPHONE POLE, 6.5 FEET
 TF0855'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF0855'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0856 ***********************************************************************
 TF0856  DESIGNATION -  O 9 Z RM 1
 TF0856  PID         -  TF0856
 TF0856  STATE/COUNTY-  ND/BOTTINEAU
 TF0856  USGS QUAD   -  ANTLER NW (1950)
 TF0856
 TF0856                         *CURRENT SURVEY CONTROL
 TF0856  ___________________________________________________________________
 TF0856* NAD 83(1986)-  48 53 37.     (N)    101 25 52.     (W)     SCALED    
 TF0856* NAVD 88     -       486.219  (meters)    1595.20   (feet)  ADJUSTED  
 TF0856  ___________________________________________________________________
 TF0856  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0856  DYNAMIC HT  -         486.332 (meters)    1595.57  (feet)  COMP
 TF0856  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TF0856
 TF0856  VERT ORDER  -  SECOND    CLASS 0
 TF0856
 TF0856.The horizontal coordinates were scaled from a topographic map and have
 TF0856.an estimated accuracy of +/- 6 seconds.
 TF0856
 TF0856.The orthometric height was determined by differential leveling
 TF0856.and adjusted by the National Geodetic Survey in June 1991..
 TF0856
 TF0856.The geoid height was determined by GEOID03.
 TF0856
 TF0856.The dynamic height is computed by dividing the NAVD 88
 TF0856.geopotential number by the normal gravity value computed on the
 TF0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0856.degrees latitude (g = 980.6199 gals.).
 TF0856
 TF0856.The modeled gravity was interpolated from observed gravity values.
 TF0856
 TF0856;                    North         East    Units  Estimated Accuracy
 TF0856;SPC ND N     -   210,960.      531,720.      MT  (+/- 180 meters Scaled)
 TF0856
 TF0856                          SUPERSEDED SURVEY CONTROL
 TF0856
 TF0856  NGVD 29 (??/??/92)  485.87   (m)         1594.1    (f) COMPUTED    2 0
 TF0856
 TF0856.Superseded values are not recommended for survey control.
 TF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0856.See file dsdata.txt to determine how the superseded data were derived.
 TF0856
 TF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV218184(NAD 83)
 TF0856_MARKER: DR = REFERENCE MARK DISK
 TF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0856_STAMPING: O 9 Z NO 1 1963
 TF0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0856+STABILITY: SURFACE MOTION
 TF0856
 TF0856  HISTORY     - Date     Condition        Report By
 TF0856  HISTORY     - 1963     MONUMENTED       CGS
 TF0856
 TF0856                          STATION DESCRIPTION
 TF0856
 TF0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0856'12.65 MI N FROM MOHALL.
 TF0856'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0856'MOHALL, THENCE 9.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34, T
 TF0856'163 N, R 83 W, AT A ROAD INTERSECTION, 62 FEET EAST OF THE CENTER LINE
 TF0856'OF THE ROAD, 225 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 38.4
 TF0856'FEET NORTH OF O 9 Z 1963, 1 1/2 FEET WEST OF A FENCE, ABOUT 3 FEET
 TF0856'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 TF0856'PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0854 ***********************************************************************
 TF0854  DESIGNATION -  O 9 Z RM 2
 TF0854  PID         -  TF0854
 TF0854  STATE/COUNTY-  ND/BOTTINEAU
 TF0854  USGS QUAD   -  ANTLER NW (1950)
 TF0854
 TF0854                         *CURRENT SURVEY CONTROL
 TF0854  ___________________________________________________________________
 TF0854* NAD 83(1986)-  48 53 37.     (N)    101 25 52.     (W)     SCALED    
 TF0854* NAVD 88     -       486.246  (meters)    1595.29   (feet)  ADJUSTED  
 TF0854  ___________________________________________________________________
 TF0854  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 TF0854  DYNAMIC HT  -         486.358 (meters)    1595.66  (feet)  COMP
 TF0854  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TF0854
 TF0854  VERT ORDER  -  SECOND    CLASS 0
 TF0854
 TF0854.The horizontal coordinates were scaled from a topographic map and have
 TF0854.an estimated accuracy of +/- 6 seconds.
 TF0854
 TF0854.The orthometric height was determined by differential leveling
 TF0854.and adjusted by the National Geodetic Survey in June 1991..
 TF0854
 TF0854.The geoid height was determined by GEOID03.
 TF0854
 TF0854.The dynamic height is computed by dividing the NAVD 88
 TF0854.geopotential number by the normal gravity value computed on the
 TF0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0854.degrees latitude (g = 980.6199 gals.).
 TF0854
 TF0854.The modeled gravity was interpolated from observed gravity values.
 TF0854
 TF0854;                    North         East    Units  Estimated Accuracy
 TF0854;SPC ND N     -   210,960.      531,720.      MT  (+/- 180 meters Scaled)
 TF0854
 TF0854                          SUPERSEDED SURVEY CONTROL
 TF0854
 TF0854  NGVD 29 (??/??/92)  485.89   (m)         1594.1    (f) COMPUTED    2 0
 TF0854
 TF0854.Superseded values are not recommended for survey control.
 TF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0854.See file dsdata.txt to determine how the superseded data were derived.
 TF0854
 TF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV218184(NAD 83)
 TF0854_MARKER: DR = REFERENCE MARK DISK
 TF0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0854_STAMPING: O 9 Z NO 2 1963
 TF0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0854+STABILITY: SURFACE MOTION
 TF0854
 TF0854  HISTORY     - Date     Condition        Report By
 TF0854  HISTORY     - 1963     MONUMENTED       CGS
 TF0854
 TF0854                          STATION DESCRIPTION
 TF0854
 TF0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0854'12.65 MI N FROM MOHALL.
 TF0854'ABOUT 3.65 MILES EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0854'MOHALL, THENCE 9.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34, T
 TF0854'163 N, R 83 W, AT A ROAD INTERSECTION, 62 FEET EAST OF THE CENTER LINE
 TF0854'OF THE ROAD, 151 FEET NORTH OF THE CENTER LINE OF THE CROSS ROAD, 36.4
 TF0854'FEET SOUTH OF O 9 Z 1963, 1 FOOT WEST OF A FENCE, ABOUT 3 FEET BELOW
 TF0854'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF0854'6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2138 ***********************************************************************
 TF2138  DESIGNATION -  OAK
 TF2138  PID         -  TF2138
 TF2138  STATE/COUNTY-  ND/WARD
 TF2138  USGS QUAD   -  SAWYER (1981)
 TF2138
 TF2138                         *CURRENT SURVEY CONTROL
 TF2138  ___________________________________________________________________
 TF2138* NAD 83(1996)-  48 01 24.71670(N)    101 04 46.56355(W)     ADJUSTED  
 TF2138* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 TF2138  ___________________________________________________________________
 TF2138  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 TF2138  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 TF2138
 TF2138  HORZ ORDER  -  SECOND
 TF2138
 TF2138.The horizontal coordinates were established by classical geodetic methods
 TF2138.and adjusted by the National Geodetic Survey in January 1998..
 TF2138
 TF2138.The orthometric height was scaled from a topographic map.
 TF2138
 TF2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2138
 TF2138.The geoid height was determined by GEOID03.
 TF2138
 TF2138;                    North         East     Units Scale Factor Converg.
 TF2138;SPC ND N     -   113,959.722   556,769.903   MT  0.99993641   -0 25 52.7
 TF2138;SPC ND N     -   373,883.60  1,826,672.91   iFT  0.99993641   -0 25 52.7
 TF2138;UTM  14      - 5,321,008.124   344,945.227   MT  0.99989542   -1 32 46.8
 TF2138
 TF2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2138!SPC ND N     -   0.99991870  x   0.99993641  =   0.99985512
 TF2138!UTM  14      -   0.99991870  x   0.99989542  =   0.99981413
 TF2138
 TF2138|---------------------------------------------------------------------|
 TF2138| PID    Reference Object                     Distance      Geod. Az  |
 TF2138|                                                           dddmmss.s |
 TF2138| CQ8704 OAK RM 1                             10.799 METERS 08607     |
 TF2138| SN1619 NW BELL TELEPHONE MICROWAVE         APPROX.11.3 KM 1790813.6 |
 TF2138| CQ8705 OAK RM 2                             10.665 METERS 22312     |
 TF2138| CQ8703 OAK AZ MK                                          3554013.4 |
 TF2138|---------------------------------------------------------------------|
 TF2138
 TF2138                          SUPERSEDED SURVEY CONTROL
 TF2138
 TF2138  NAD 83(1986)-  48 01 24.71761(N)    101 04 46.56117(W) AD(       ) 2
 TF2138  NAD 27      -  48 01 24.68370(N)    101 04 45.01100(W) AD(       ) 2
 TF2138
 TF2138.Superseded values are not recommended for survey control.
 TF2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2138.See file dsdata.txt to determine how the superseded data were derived.
 TF2138
 TF2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4494521008(NAD 83)
 TF2138_MARKER: DS = TRIANGULATION STATION DISK
 TF2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2138
 TF2138  HISTORY     - Date     Condition        Report By
 TF2138  HISTORY     - 1962     MONUMENTED       CGS
 TF2138
 TF2138                          STATION DESCRIPTION
 TF2138
 TF2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2138'THE STATION IS LOCATED 1 MILE WEST AND 4-1/2 MILES SOUTH OF
 TF2138'THE TOWN OF SAWYER, IN THE SW 1/4 OF SEC. 34, T153N, R81W,
 TF2138'JUST WEST OF A CEMETERY.
 TF2138'
 TF2138'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 AND COUNTY ROUTE
 TF2138'23, 1 MILE WEST OF SAWYER, GO SOUTH ON COUNTY ROUTE 23 FOR
 TF2138'4.45 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR
 TF2138'0.4 MILES TO THE STATION IN THE LEFT, JUST WEST OF A CEMETERY.
 TF2138'
 TF2138'THE STATION MARK IS A STANDARD DISK STAMPED OAK 1962 AND SET
 TF2138'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2138'FLUSH WITH THE GROUND.  IT IS 165 FEET WEST OF THE NORTHWEST
 TF2138'CORNER OF A FENCE SURROUNDING A CEMETERY AND 89 FEET EAST OF
 TF2138'COUNTY ROUTE 23.
 TF2138'
 TF2138'REFERENCE MARK NO. 1, STAMPED OAK NO 1 1962, IS A STANDARD DISK
 TF2138'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TF2138'FLUSH WITH THE GROUND.  IT IS 200 FEET EAST OF COUNTY ROUTE 23,
 TF2138'130 FEET WEST OF THE NORTHWEST CORNER OF A FENCE SURROUNDING
 TF2138'A CEMETERY AND 72.3 FEET EAST, NORTHEAST, OF THE WITNESS POST.
 TF2138'
 TF2138'REFERENCE MARK NO. 2, STAMPED OAK NO 2 1962, IS A STANDARD DISK
 TF2138'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2138'IS FLUSH WITH THE GROUND.  IT IS 66 FEET EAST OF COUNTY ROUTE
 TF2138'23 AND 7.9 FEET EAST OF THE WITNESS POST.
 TF2138'
 TF2138'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OAK 1962 AND SET
 TF2138'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF2138'2 INCHES.  IT IS 62 FEET WEST OF COUNTY ROUTE 23, 2.6 FEET
 TF2138'SOUTHWEST OF A POWER LINE POLE AND 1.3 FEET WEST OF THE WITNESS
 TF2138'POST.
 TF2138'
 TF2138'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 65.55 FEET AND 20.980
 TF2138'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0775 ***********************************************************************
 SO0775  DESIGNATION -  OAK RIDGE
 SO0775  PID         -  SO0775
 SO0775  STATE/COUNTY-  ND/MCKENZIE
 SO0775  USGS QUAD   -  SANISH SW (1967)
 SO0775
 SO0775                         *CURRENT SURVEY CONTROL
 SO0775  ___________________________________________________________________
 SO0775* NAD 83(1996)-  47 52 17.01197(N)    102 41 51.05452(W)     ADJUSTED  
 SO0775* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 SO0775  ___________________________________________________________________
 SO0775  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 SO0775  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 SO0775
 SO0775  HORZ ORDER  -  SECOND
 SO0775
 SO0775.The horizontal coordinates were established by classical geodetic methods
 SO0775.and adjusted by the National Geodetic Survey in January 1998..
 SO0775
 SO0775.The orthometric height was scaled from a topographic map.
 SO0775
 SO0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0775
 SO0775.The geoid height was determined by GEOID03.
 SO0775
 SO0775;                    North         East     Units Scale Factor Converg.
 SO0775;SPC ND N     -    99,227.372   435,634.218   MT  0.99994274   -1 38 06.9
 SO0775;SPC ND N     -   325,549.12  1,429,246.12   iFT  0.99994274   -1 38 06.9
 SO0775;SPC ND S     -   247,390.298   435,607.471   MT  1.00010013   -1 36 10.2
 SO0775;SPC ND S     -   811,647.96  1,429,158.37   iFT  1.00010013   -1 36 10.2
 SO0775;UTM  13      - 5,304,572.564   672,176.877   MT  0.99996429   +1 42 28.9
 SO0775
 SO0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0775!SPC ND N     -   0.99989082  x   0.99994274  =   0.99983357
 SO0775!SPC ND S     -   0.99989082  x   1.00010013  =   0.99999094
 SO0775!UTM  13      -   0.99989082  x   0.99996429  =   0.99985512
 SO0775
 SO0775:                Primary Azimuth Mark                     Grid Az
 SO0775:SPC ND N     -  SECOND RIDGE                             107 10 25.6
 SO0775:SPC ND S     -  SECOND RIDGE                             107 08 28.9
 SO0775:UTM  13      -  SECOND RIDGE                             103 49 49.8
 SO0775
 SO0775|---------------------------------------------------------------------|
 SO0775| PID    Reference Object                     Distance      Geod. Az  |
 SO0775|                                                           dddmmss.s |
 SO0775| SO0769 SECOND RIDGE                        APPROX.14.0 KM 1053218.7 |
 SO0775|---------------------------------------------------------------------|
 SO0775
 SO0775                          SUPERSEDED SURVEY CONTROL
 SO0775
 SO0775  NAD 83(1986)-  47 52 17.01169(N)    102 41 51.05413(W) AD(       ) 2
 SO0775  NAD 27      -  47 52 16.95400(N)    102 41 49.35900(W) AD(       ) 2
 SO0775
 SO0775.Superseded values are not recommended for survey control.
 SO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0775.See file dsdata.txt to determine how the superseded data were derived.
 SO0775
 SO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP7217704573(NAD 83)
 SO0775_MARKER: Z = SEE DESCRIPTION
 SO0775_SETTING: 0 = UNSPECIFIED SETTING
 SO0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0775
 SO0775  HISTORY     - Date     Condition        Report By
 SO0775  HISTORY     - 1889     MONUMENTED       MORC
 SO0775
 SO0775                          STATION DESCRIPTION
 SO0775
 SO0775'DESCRIBED BY MISSOURI RIVER COMMISSION 1889
 SO0775'IS ON RIGHT BANK, ON A POINT IMMEDIATELY ABOVE AN OAK GROVE,
 SO0775'AND IS ABOUT MIDWAY BETWEEN THE PROMINENT FLAT-TOPPED BUTTE
 SO0775'AND THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0632 ***********************************************************************
 RQ0632  DESIGNATION -  OAKES MUNICIPAL TANK
 RQ0632  PID         -  RQ0632
 RQ0632  STATE/COUNTY-  ND/DICKEY
 RQ0632  USGS QUAD   -  OAKES (1952)
 RQ0632
 RQ0632                         *CURRENT SURVEY CONTROL
 RQ0632  ___________________________________________________________________
 RQ0632* NAD 83(1996)-  46 08 14.70716(N)    098 05 40.59030(W)     ADJUSTED  
 RQ0632* NAVD 88     -                                                        
 RQ0632  ___________________________________________________________________
 RQ0632  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 RQ0632  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RQ0632
 RQ0632  HORZ ORDER  -  THIRD
 RQ0632
 RQ0632.The horizontal coordinates were established by classical geodetic methods
 RQ0632.and adjusted by the National Geodetic Survey in January 1998..
 RQ0632
 RQ0632
 RQ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0632
 RQ0632.The geoid height was determined by GEOID03.
 RQ0632
 RQ0632;                    North         East     Units Scale Factor Converg.
 RQ0632;SPC ND S     -    55,172.988   785,840.447   MT  1.00000934   +1 45 16.0
 RQ0632;SPC ND S     -   181,013.74  2,578,216.69   iFT  1.00000934   +1 45 16.0
 RQ0632;UTM  14      - 5,109,714.232   569,932.697   MT  0.99966012   +0 39 10.1
 RQ0632
 RQ0632                          SUPERSEDED SURVEY CONTROL
 RQ0632
 RQ0632  NAD 83(1986)-  46 08 14.71166(N)    098 05 40.58738(W) AD(       ) 4
 RQ0632  NAD 27      -  46 08 14.82900(N)    098 05 39.22000(W) AD(       ) 3
 RQ0632
 RQ0632.Superseded values are not recommended for survey control.
 RQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0632.See file dsdata.txt to determine how the superseded data were derived.
 RQ0632
 RQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6993309714(NAD 83)
 RQ0632_MARKER: 53 = ELEVATED TANK
 RQ0632
 RQ0632  HISTORY     - Date     Condition        Report By
 RQ0632  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0632
 RQ0632                          STATION DESCRIPTION
 RQ0632
 RQ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0632'POINT OBSERVED UPON WAS THE FINIAL OF THE BLACK STEEL MUNICIPAL
 RQ0632'WATER TANK, LOCATED IN THE TOWN OF OAKES, 2 BLOCKS S OF MAIN
 RQ0632'STREET, 1 BLOCK E OF NORTHWESTERN RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0633 ***********************************************************************
 RQ0633  DESIGNATION -  OAKES N AMER CREAMERIES STACK
 RQ0633  PID         -  RQ0633
 RQ0633  STATE/COUNTY-  ND/DICKEY
 RQ0633  USGS QUAD   -  OAKES (1952)
 RQ0633
 RQ0633                         *CURRENT SURVEY CONTROL
 RQ0633  ___________________________________________________________________
 RQ0633* NAD 83(1996)-  46 07 55.00034(N)    098 05 40.54195(W)     ADJUSTED  
 RQ0633* NAVD 88     -                                                        
 RQ0633  ___________________________________________________________________
 RQ0633  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 RQ0633  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 RQ0633
 RQ0633  HORZ ORDER  -  THIRD
 RQ0633
 RQ0633.The horizontal coordinates were established by classical geodetic methods
 RQ0633.and adjusted by the National Geodetic Survey in January 1998..
 RQ0633
 RQ0633
 RQ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0633
 RQ0633.The geoid height was determined by GEOID03.
 RQ0633
 RQ0633;                    North         East     Units Scale Factor Converg.
 RQ0633;SPC ND S     -    54,564.830   785,860.114   MT  1.00001050   +1 45 16.1
 RQ0633;SPC ND S     -   179,018.47  2,578,281.21   iFT  1.00001050   +1 45 16.1
 RQ0633;UTM  14      - 5,109,106.020   569,940.665   MT  0.99966013   +0 39 10.0
 RQ0633
 RQ0633                          SUPERSEDED SURVEY CONTROL
 RQ0633
 RQ0633  NAD 83(1986)-  46 07 55.00445(N)    098 05 40.53726(W) AD(       ) 4
 RQ0633  NAD 27      -  46 07 55.10000(N)    098 05 39.08000(W) AD(       ) 3
 RQ0633
 RQ0633.Superseded values are not recommended for survey control.
 RQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0633.See file dsdata.txt to determine how the superseded data were derived.
 RQ0633
 RQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6994109106(NAD 83)
 RQ0633_MARKER: 63 = STACK
 RQ0633
 RQ0633  HISTORY     - Date     Condition        Report By
 RQ0633  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0633
 RQ0633                          STATION DESCRIPTION
 RQ0633
 RQ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0633'POINT OBSERVED UPON WAS THE CENTER OF THE STACK ON THE SW
 RQ0633'CORNER OF NORTH AMERICAN CREAMERIES, INC., LOCATED IN THE
 RQ0633'SW PART OF OAKES, ABOUT 1 BLOCK W OF SOO LINES RAILROAD
 RQ0633'PASSENGER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0629 ***********************************************************************
 RQ0629  DESIGNATION -  OAKES ST CHARLES CATH CH CROSS
 RQ0629  PID         -  RQ0629
 RQ0629  STATE/COUNTY-  ND/DICKEY
 RQ0629  USGS QUAD   -  OAKES (1952)
 RQ0629
 RQ0629                         *CURRENT SURVEY CONTROL
 RQ0629  ___________________________________________________________________
 RQ0629* NAD 83(1996)-  46 08 24.34439(N)    098 05 30.11064(W)     ADJUSTED  
 RQ0629* NAVD 88     -                                                        
 RQ0629  ___________________________________________________________________
 RQ0629  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RQ0629  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 RQ0629
 RQ0629  HORZ ORDER  -  THIRD
 RQ0629
 RQ0629.The horizontal coordinates were established by classical geodetic methods
 RQ0629.and adjusted by the National Geodetic Survey in January 1998..
 RQ0629
 RQ0629
 RQ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0629
 RQ0629.The geoid height was determined by GEOID03.
 RQ0629
 RQ0629;                    North         East     Units Scale Factor Converg.
 RQ0629;SPC ND S     -    55,477.302   786,056.161   MT  1.00000878   +1 45 23.7
 RQ0629;SPC ND S     -   182,012.15  2,578,924.41   iFT  1.00000878   +1 45 23.7
 RQ0629;UTM  14      - 5,110,014.237   570,154.144   MT  0.99966050   +0 39 17.8
 RQ0629
 RQ0629                          SUPERSEDED SURVEY CONTROL
 RQ0629
 RQ0629  NAD 83(1986)-  46 08 24.34888(N)    098 05 30.10758(W) AD(       ) 4
 RQ0629  NAD 27      -  46 08 24.46700(N)    098 05 28.74000(W) AD(       ) 3
 RQ0629
 RQ0629.Superseded values are not recommended for survey control.
 RQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0629.See file dsdata.txt to determine how the superseded data were derived.
 RQ0629
 RQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7015410014(NAD 83)
 RQ0629_MARKER: 91 = CHURCH CROSS
 RQ0629
 RQ0629  HISTORY     - Date     Condition        Report By
 RQ0629  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0629
 RQ0629                          STATION DESCRIPTION
 RQ0629
 RQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0629'POINT OBSERVED UPON WAS THE TIP OF CROSS ATOP SPIRE OF ST.
 RQ0629'CHARLES CATHOLIC CHURCH, LOCATED 2 BLOCKS N OF MAIN STREET
 RQ0629'FROM APPROXIMATELY CENTER OF BUSINESS DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0630 ***********************************************************************
 RQ0630  DESIGNATION -  OAKES SWEDISH LUTH CH CROSS
 RQ0630  PID         -  RQ0630
 RQ0630  STATE/COUNTY-  ND/DICKEY
 RQ0630  USGS QUAD   -  OAKES (1952)
 RQ0630
 RQ0630                         *CURRENT SURVEY CONTROL
 RQ0630  ___________________________________________________________________
 RQ0630* NAD 83(1996)-  46 08 24.22608(N)    098 05 16.06541(W)     ADJUSTED  
 RQ0630* NAVD 88     -                                                        
 RQ0630  ___________________________________________________________________
 RQ0630  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 RQ0630  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 RQ0630
 RQ0630  HORZ ORDER  -  THIRD
 RQ0630
 RQ0630.The horizontal coordinates were established by classical geodetic methods
 RQ0630.and adjusted by the National Geodetic Survey in January 1998..
 RQ0630
 RQ0630
 RQ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0630
 RQ0630.The geoid height was determined by GEOID03.
 RQ0630
 RQ0630;                    North         East     Units Scale Factor Converg.
 RQ0630;SPC ND S     -    55,482.899   786,357.589   MT  1.00000879   +1 45 33.9
 RQ0630;SPC ND S     -   182,030.51  2,579,913.35   iFT  1.00000879   +1 45 33.9
 RQ0630;UTM  14      - 5,110,014.038   570,455.520   MT  0.99966102   +0 39 27.9
 RQ0630
 RQ0630                          SUPERSEDED SURVEY CONTROL
 RQ0630
 RQ0630  NAD 83(1986)-  46 08 24.23042(N)    098 05 16.06183(W) AD(       ) 4
 RQ0630  NAD 27      -  46 08 24.36000(N)    098 05 14.74000(W) AD(       ) 3
 RQ0630
 RQ0630.Superseded values are not recommended for survey control.
 RQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0630.See file dsdata.txt to determine how the superseded data were derived.
 RQ0630
 RQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS7045610014(NAD 83)
 RQ0630_MARKER: 91 = CHURCH CROSS
 RQ0630
 RQ0630  HISTORY     - Date     Condition        Report By
 RQ0630  HISTORY     - 1934     FIRST OBSERVED   CGS
 RQ0630
 RQ0630                          STATION DESCRIPTION
 RQ0630
 RQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 RQ0630'POINT OBSERVED UPON WAS THE TIP OF CROSS ON TOP OF SPIRE OF
 RQ0630'THE SWEDISH LUTHERAN CHURCH LOCATED 1 BLOCK N OF MAIN STREET
 RQ0630'AND HIGH SCHOOL BUILDING.  THE BUILDING IS A WHITE WOODEN
 RQ0630'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1292 ***********************************************************************
 SL1292  DESIGNATION -  OAKVILLE
 SL1292  PID         -  SL1292
 SL1292  STATE/COUNTY-  ND/GRAND FORKS
 SL1292  USGS QUAD   -  EMERADO SE (1963)
 SL1292
 SL1292                         *CURRENT SURVEY CONTROL
 SL1292  ___________________________________________________________________
 SL1292* NAD 83(1996)-  47 50 47.19391(N)    097 17 04.63525(W)     ADJUSTED  
 SL1292* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 SL1292  ___________________________________________________________________
 SL1292  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 SL1292  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 SL1292
 SL1292  HORZ ORDER  -  SECOND
 SL1292
 SL1292.The horizontal coordinates were established by classical geodetic methods
 SL1292.and adjusted by the National Geodetic Survey in January 1998..
 SL1292
 SL1292.The orthometric height was scaled from a topographic map.
 SL1292
 SL1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1292
 SL1292.The geoid height was determined by GEOID03.
 SL1292
 SL1292;                    North         East     Units Scale Factor Converg.
 SL1292;SPC ND N     -    99,131.737   840,576.692   MT  0.99994445   +2 23 33.6
 SL1292;SPC ND N     -   325,235.36  2,757,797.55   iFT  0.99994445   +2 23 33.6
 SL1292;UTM  14      - 5,300,657.642   628,336.955   MT  0.99980239   +1 16 18.7
 SL1292
 SL1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1292!SPC ND N     -   0.99996101  x   0.99994445  =   0.99990546
 SL1292!UTM  14      -   0.99996101  x   0.99980239  =   0.99976341
 SL1292
 SL1292|---------------------------------------------------------------------|
 SL1292| PID    Reference Object                     Distance      Geod. Az  |
 SL1292|                                                           dddmmss.s |
 SL1292| CO6543 OAKVILLE RM 1                        25.502 METERS 11838     |
 SL1292| CO6544 OAKVILLE RM 2                        33.799 METERS 24914     |
 SL1292| CO6542 OAKVILLE AZ MK                                     2694807.0 |
 SL1292|---------------------------------------------------------------------|
 SL1292
 SL1292                          SUPERSEDED SURVEY CONTROL
 SL1292
 SL1292  NAD 83(1986)-  47 50 47.19131(N)    097 17 04.63114(W) AD(       ) 2
 SL1292  NAD 27      -  47 50 47.24456(N)    097 17 03.31300(W) AD(       ) 2
 SL1292
 SL1292.Superseded values are not recommended for survey control.
 SL1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1292.See file dsdata.txt to determine how the superseded data were derived.
 SL1292
 SL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU2833700658(NAD 83)
 SL1292_MARKER: DS = TRIANGULATION STATION DISK
 SL1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1292
 SL1292  HISTORY     - Date     Condition        Report By
 SL1292  HISTORY     - 1961     MONUMENTED       CGS
 SL1292
 SL1292                          STATION DESCRIPTION
 SL1292
 SL1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 SL1292'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH AND 12 MILES
 SL1292'WEST OF GRAND FORKS, ABOUT 7 MILES SOUTH AND 5 MILES EAST OF
 SL1292'GRAND FORKS AFB.  IT IS ON THE SOUTH EDGE OF A CULTIVATED
 SL1292'FIELD AND ON THE NORTH SIDE OF A DITCH.
 SL1292'
 SL1292'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 SL1292'81 IN THE NORTHWEST PART OF GRAND FORKS, GO WEST ON HIGHWAY
 SL1292'2 FOR 5.7 MILES TO A CROSSROAD AND JUNCTION WITH COUNTY ROAD
 SL1292'5, TURN LEFT AND GO SOUTH ON COUNTY ROAD 5 FOR 6.0 MILES TO A
 SL1292'CROSSROAD AND JUNCTION WITH COUNTY ROAD 6, TURN RIGHT AND
 SL1292'GO WEST ON COUNTY ROAD 6 FOR 5.1 MILES TO A FIELD DRIVEWAY
 SL1292'AND THE STATION ON THE RIGHT.
 SL1292'
 SL1292'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 SL1292'ROAD 6 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 SL1292'
 SL1292'THE STATION MARK IS A STANDARD DISK, STAMPED OAKVILLE 1961,
 SL1292'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 SL1292'16 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 64 FEET NORTH
 SL1292'OF THE CENTER OF COUNTY ROAD 6 AND 25 FEET WEST OF THE CENTER
 SL1292'OF THE FIELD ROAD.
 SL1292'
 SL1292'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OAKVILLE NO
 SL1292'1 1961, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 SL1292'THAT IS FLUSH WITH THE GROUND.  IT IS 23 FEET NORTH OF THE
 SL1292'CENTER OF COUNTY ROAD 6 AND 45 FEET EAST OF THE CENTER OF THE
 SL1292'FIELD ROAD.
 SL1292'
 SL1292'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OAKVILLE
 SL1292'NO 2 1961, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 SL1292'THAT IS FLUSH WITH THE GROUND.  IT IS 24 FEET NORTH OF THE
 SL1292'CENTER OF COUNTY ROAD 6 AND 129 FEET WEST OF THE CENTER OF THE
 SL1292'FIELD ROAD.
 SL1292'
 SL1292'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OAKVILLE 1961,
 SL1292'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 SL1292'PROJECTS 3 INCHES.  IT IS 2 FEET EAST OF A FENCE CORNER, 4
 SL1292'FEET NORTHWEST OF A WITNESS POST AND 60 FEET NORTH OF THE CENTER
 SL1292'OF COUNTY ROAD 6.
 SL1292'
 SL1292'R.M. 1 TO R.M .2 IS 177.15 FEET OR 35.707 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD1222 ***********************************************************************
 TD1222  DESIGNATION -  ODALEN LUTH CH SPIRE
 TD1222  PID         -  TD1222
 TD1222  STATE/COUNTY-  ND/WALSH
 TD1222  USGS QUAD   -  EDINBURG NW (1972)
 TD1222
 TD1222                         *CURRENT SURVEY CONTROL
 TD1222  ___________________________________________________________________
 TD1222* NAD 83(1996)-  48 29 42.83057(N)    097 59 24.31205(W)     ADJUSTED  
 TD1222* NAVD 88     -                                                        
 TD1222  ___________________________________________________________________
 TD1222  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 TD1222  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 TD1222
 TD1222  HORZ ORDER  -  THIRD
 TD1222
 TD1222.The horizontal coordinates were established by classical geodetic methods
 TD1222.and adjusted by the National Geodetic Survey in January 1998..
 TD1222
 TD1222
 TD1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1222
 TD1222.The geoid height was determined by GEOID03.
 TD1222
 TD1222;                    North         East     Units Scale Factor Converg.
 TD1222;SPC ND N     -   169,267.812   785,463.543   MT  0.99996150   +1 52 03.8
 TD1222;SPC ND N     -   555,340.59  2,576,980.13   iFT  0.99996150   +1 52 03.8
 TD1222;UTM  14      - 5,371,837.912   574,610.698   MT  0.99966839   +0 45 22.9
 TD1222
 TD1222                          SUPERSEDED SURVEY CONTROL
 TD1222
 TD1222  NAD 83(1986)-  48 29 42.82757(N)    097 59 24.30860(W) AD(       ) 4
 TD1222  NAD 27      -  48 29 42.84878(N)    097 59 22.96011(W) AD(       ) 3
 TD1222
 TD1222.Superseded values are not recommended for survey control.
 TD1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1222.See file dsdata.txt to determine how the superseded data were derived.
 TD1222
 TD1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU7461171838(NAD 83)
 TD1222_MARKER: 90 = CHURCH SPIRE
 TD1222
 TD1222  HISTORY     - Date     Condition        Report By
 TD1222  HISTORY     - 1967     FIRST OBSERVED   CGS
 TD1222
 TD1222                          STATION DESCRIPTION
 TD1222
 TD1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 TD1222'THE STATION IS THE CENTER OF THE TOP OF A 60 FOOT HIGH WOOD
 TD1222'SPIRE.  IT IS 8-1/4 MILES SOUTHWEST OF GARDAR, 6-1/2 MILES
 TD1222'NORTHEAST OF ADAMS AND 5-3/4 MILES WEST OF EDINBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1601 ***********************************************************************
 SN1601  DESIGNATION -  ODIN
 SN1601  PID         -  SN1601
 SN1601  STATE/COUNTY-  ND/MCHENRY
 SN1601  USGS QUAD   -  BALFOUR NW (1958)
 SN1601
 SN1601                         *CURRENT SURVEY CONTROL
 SN1601  ___________________________________________________________________
 SN1601* NAD 83(1996)-  47 56 57.05446(N)    100 41 33.74350(W)     ADJUSTED  
 SN1601* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 SN1601  ___________________________________________________________________
 SN1601  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 SN1601  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 SN1601
 SN1601  HORZ ORDER  -  SECOND
 SN1601
 SN1601.The horizontal coordinates were established by classical geodetic methods
 SN1601.and adjusted by the National Geodetic Survey in January 1998..
 SN1601
 SN1601.The orthometric height was scaled from a topographic map.
 SN1601
 SN1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1601
 SN1601.The geoid height was determined by GEOID03.
 SN1601
 SN1601;                    North         East     Units Scale Factor Converg.
 SN1601;SPC ND N     -   105,548.492   585,605.988   MT  0.99993863   -0 08 36.2
 SN1601;SPC ND N     -   346,287.70  1,921,279.49   iFT  0.99993863   -0 08 36.2
 SN1601;UTM  14      - 5,312,038.548   373,609.615   MT  0.99979629   -1 15 25.5
 SN1601
 SN1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1601!SPC ND N     -   0.99992603  x   0.99993863  =   0.99986467
 SN1601!UTM  14      -   0.99992603  x   0.99979629  =   0.99972234
 SN1601
 SN1601|---------------------------------------------------------------------|
 SN1601| PID    Reference Object                     Distance      Geod. Az  |
 SN1601|                                                           dddmmss.s |
 SN1601| CO6548 ODIN RM 1                                          01132     |
 SN1601| CO6547 ODIN AZ MK                                         0895336.8 |
 SN1601| CO6549 ODIN RM 2                                          27928     |
 SN1601| SN0451 BERGEN                              APPROX. 5.6 KM 3492750.7 |
 SN1601|---------------------------------------------------------------------|
 SN1601
 SN1601                          SUPERSEDED SURVEY CONTROL
 SN1601
 SN1601  NAD 83(1986)-  47 56 57.05692(N)    100 41 33.74191(W) AD(       ) 2
 SN1601  NAD 27      -  47 56 57.02640(N)    100 41 32.21800(W) AD(       ) 2
 SN1601
 SN1601.Superseded values are not recommended for survey control.
 SN1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1601.See file dsdata.txt to determine how the superseded data were derived.
 SN1601
 SN1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU7361012039(NAD 83)
 SN1601_MARKER: DS = TRIANGULATION STATION DISK
 SN1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1601
 SN1601  HISTORY     - Date     Condition        Report By
 SN1601  HISTORY     - 1946     MONUMENTED       CGS
 SN1601  HISTORY     - 1962     GOOD             CGS
 SN1601
 SN1601                          STATION DESCRIPTION
 SN1601
 SN1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 SN1601'THE STATION IS LOCATED ALONG U.S. HIGHWAY NO. 52 AT A SIDE
 SN1601'ROAD SOUTH ABOUT 7.25 MILES WEST FROM BALFOUR, 4 MILES SOUTH
 SN1601'AND 1 MILE EAST FROM BERGEN, 42 FEET SOUTH OF THE APPROXIMATE
 SN1601'CENTERLINE OF U.S. HIGHWAY NO. 52, 25 FEET SOUTH OF A CONCRETE
 SN1601'CULVERT HEAD AND 5 FEET NORTH OF A WHITE WITNESS POST.  THE
 SN1601'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ODIN 1946.
 SN1601'
 SN1601'R.M. NO. 1 IS 70.81 FEET NORTH-NORTHEAST OF THE STATION AND 28
 SN1601'FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO. 52.
 SN1601'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ODIN
 SN1601'NO 1 1946.
 SN1601'
 SN1601'R.M. NO. 2 IS 55.74 FEET WEST-NORTHWEST OF THE STATION, 34
 SN1601'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO.
 SN1601'52, AND 6 FEET SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS
 SN1601'ABOUT 2 INCHES AND THE DISK IS STAMPED ODIN NO 2 1946.
 SN1601'
 SN1601'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION,
 SN1601'34 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY NO.
 SN1601'52 AND 4 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 SN1601'ABOUT 4 INCHES AND THE DISK IS STAMPED ODIN 1946.
 SN1601'
 SN1601'TO REACH THE STATION FROM THE STANDARD GAS STATION IN BERGEN, GO
 SN1601'SOUTH AND EAST ON U.S. HIGHWAY NO. 52 FOR 3.6 MILES.  TURN
 SN1601'EAST WITH THE HIGHWAY AND GO 0.9 TO SIDE ROAD AND STATION ON
 SN1601'THE RIGHT.  CONTINUE EAST ON HIGHWAY 0.3 MILE TO AZIMUTH MARK
 SN1601'ON RIGHT AS DESCRIBED.
 SN1601'
 SN1601'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 SN1601
 SN1601                          STATION RECOVERY (1962)
 SN1601
 SN1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (GCR)
 SN1601'THE STATION WAS RECOVERED.  THE STATION MARK AND REFERENCE MARK
 SN1601'NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 SN1601'AND THE AZIMUTH MARK WERE NOT FOUND.  BOTH MARKS ARE BELIEVED
 SN1601'TO BE DESTROYED.
 SN1601'
 SN1601'THE STATION MARK IS SITUATED IN CULTIVATED LAND OWNED BY MR.
 SN1601'TED BARTS.  IT IS IN THE SOUTHEAST ANGLE OF ROAD INTERSECTION,
 SN1601'8-FEET NORTH OF A REA POWER LINE POLE.
 SN1601'
 SN1601'THE ROUTING OF U.S. HIGHWAY 52 HAS BEEN CHANGED AND NO LONGER
 SN1601'PASSES THE STATION.
 SN1601'
 SN1601'TO REACH THE STATION FROM THE POST OFFICE IN BERGEN, GO EAST
 SN1601'0.2 MILE, TURN RIGHT AND GO SOUTH FOR 3.6 MILES, TURN LEFT
 SN1601'AND GO EAST FOR 1.0 MILE TO STATION AT RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0470 ***********************************************************************
 RS0470  DESIGNATION -  OECH
 RS0470  PID         -  RS0470
 RS0470  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0470  USGS QUAD   -  THELAN (1980)
 RS0470
 RS0470                         *CURRENT SURVEY CONTROL
 RS0470  ___________________________________________________________________
 RS0470* NAD 83(1996)-  46 50 20.99437(N)    103 57 47.65607(W)     ADJUSTED  
 RS0470* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 RS0470  ___________________________________________________________________
 RS0470  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RS0470  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 RS0470
 RS0470  HORZ ORDER  -  FIRST
 RS0470
 RS0470.The horizontal coordinates were established by classical geodetic methods
 RS0470.and adjusted by the National Geodetic Survey in January 1998..
 RS0470
 RS0470.The orthometric height was scaled from a topographic map.
 RS0470
 RS0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0470
 RS0470.The geoid height was determined by GEOID03.
 RS0470
 RS0470;                    North         East     Units Scale Factor Converg.
 RS0470;SPC ND S     -   136,153.495   335,913.135   MT  0.99993585   -2 31 33.7
 RS0470;SPC ND S     -   446,697.82  1,102,077.21   iFT  0.99993585   -2 31 33.7
 RS0470;SPC MT       -   302,621.385 1,021,759.912   MT  0.99939720   +4 03 00.6
 RS0470;SPC MT       -   992,852.31  3,352,230.68   iFT  0.99939720   +4 03 00.6
 RS0470;UTM  13      - 5,187,813.127   579,056.387   MT  0.99967682   +0 45 22.6
 RS0470
 RS0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0470!SPC ND S     -   0.99986150  x   0.99993585  =   0.99979736
 RS0470!SPC MT       -   0.99986150  x   0.99939720  =   0.99925879
 RS0470!UTM  13      -   0.99986150  x   0.99967682  =   0.99953837
 RS0470
 RS0470|---------------------------------------------------------------------|
 RS0470| PID    Reference Object                     Distance      Geod. Az  |
 RS0470|                                                           dddmmss.s |
 RS0470| CQ8706 OECH RM 1                            15.205 METERS 01901     |
 RS0470| CQ8707 OECH RM 2                            24.272 METERS 13041     |
 RS0470| RS0465 ALPHA                               APPROX.23.0 KM 1660843.7 |
 RS0470| CQ8708 OECH RM 3 AZIMUTH                                  2954453.3 |
 RS0470|---------------------------------------------------------------------|
 RS0470
 RS0470                          SUPERSEDED SURVEY CONTROL
 RS0470
 RS0470  NAD 83(1986)-  46 50 20.98973(N)    103 57 47.64884(W) AD(       ) 1
 RS0470  NAD 27      -  46 50 20.94400(N)    103 57 45.91200(W) AD(       ) 1
 RS0470
 RS0470.Superseded values are not recommended for survey control.
 RS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0470.See file dsdata.txt to determine how the superseded data were derived.
 RS0470
 RS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM7905687813(NAD 83)
 RS0470_MARKER: DS = TRIANGULATION STATION DISK
 RS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0470
 RS0470  HISTORY     - Date     Condition        Report By
 RS0470  HISTORY     - 1934     MONUMENTED       CGS
 RS0470  HISTORY     - 1974     GOOD             USGS
 RS0470  HISTORY     - 1983     GOOD             LOCENG
 RS0470
 RS0470                          STATION DESCRIPTION
 RS0470
 RS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 RS0470'STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF BEACH ON A ROUND
 RS0470'HILL ON LAND BELONGING TO MR. OECH (PRONOUNCED AS EC), AND IS
 RS0470'THE HIGHEST IN THE VICINITY.  IT IS ON THE WEST END OF THE
 RS0470'FOOTHILLS EXTENDING TO SENTINEL BUTTE.  MR. OECHS FARM BUILDINGS
 RS0470'ARE ABOUT 1/2 MILE SOUTH.
 RS0470'
 RS0470'TO REACH FROM BEACH, GO EAST ALONG RAILROAD TRACKS FROM DEPOT
 RS0470'0.9 MILE, TURN RIGHT INTO STATE HIGHWAY 16 AND GO 5.4 MILES
 RS0470'TO CROSSROADS WHERE SIGNS READ F.A.P. 49D. AND F.A.P. 348 A.
 RS0470'TURN LEFT AND GO 1.1 MILES TO THE OECH FARM, WHICH IS ABOUT
 RS0470'100 YARDS EAST OF THE CROSSROADS, TURN LEFT AND PASS THROUGH
 RS0470'THE FARMYARD TO BARN, PASS THROUGH GATE TO RIGHT OF THIS
 RS0470'BARN AND GO THROUGH BARNYARD TO ANOTHER GATE, TURN LEFT
 RS0470'AFTER PASSING THROUGH GATE AND FOLLOW ALONG FENCE LINE TO
 RS0470'CORNER, CONTINUE STRAIGHT AHEAD TO TOP OF HILL AND STATION.
 RS0470'
 RS0470'AZIMUTH MARK IS 0.8 MILE FROM CROSSROADS, WHERE SIGN READS
 RS0470'F.A.P. 49 D, AND F.A.P. 348 A., NORTH TOWARDS BEACH ON STATE
 RS0470'HIGHWAY 16, IT IS ABOUT 3/4 OF A MILE NORTHWEST OF STATION.
 RS0470'IT IS A STANDARD REFERENCE MARK, MARKED AZIMUTH AND NO. 3,
 RS0470'SET IN A DRILL HOLE IN NORTH END OF CULVERT RUNNING PARALLEL
 RS0470'WITH THE HIGHWAY.
 RS0470'
 RS0470'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 RS0470'AS DESCRIBED.
 RS0470
 RS0470                          STATION RECOVERY (1974)
 RS0470
 RS0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 RS0470'TO REACH THE STATION FROM THE POST OFFICE IN GOLVA, N. DAK.,
 RS0470'GO WEST 0.1 MILE TO STATE HWY. 16.  THENCE RIGHT (NORTH)
 RS0470'ON STATE HWY. 16 FOR 6.7 MILES.  TURN RIGHT OFF HWY. AND DRIVE
 RS0470'EAST FOR ONE MILE TO CROSS ROADS.  TURN LEFT FOR 0.5 MILE.
 RS0470'LEAVE ROAD AND DRIVE EAST ALONG SOUTH SIDE OF FENCE FOR 0.1
 RS0470'MILE, THEN SOUTHEAST FOR 0.1 MILE TO TOP OF HILL AND STATION
 RS0470'SITE.
 RS0470
 RS0470                          STATION RECOVERY (1983)
 RS0470
 RS0470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MF)
 RS0470'OECH 1934 RECOVERED GOOD SET WITNESS POST W/SIGN 2 FEET SOUTH.
 RS0470'
 RS0470'RM NO. 1 RECOVERED GOOD.
 RS0470'
 RS0470'RM NO. 2 RECOVERED GOOD.
 RS0470'
 RS0470'AZ MK. PRESUMED LOST DUE TO ROAD WIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1593 ***********************************************************************
 SN1593  DESIGNATION -  OIL DERRICK SW OF TURTLE LAKE
 SN1593  PID         -  SN1593
 SN1593  STATE/COUNTY-  ND/MCLEAN
 SN1593  USGS QUAD   -  TURTLE CREEK NW (1980)
 SN1593
 SN1593                         *CURRENT SURVEY CONTROL
 SN1593  ___________________________________________________________________
 SN1593* NAD 83(1996)-  47 29 16.86119(N)    100 58 20.89141(W)     ADJUSTED  
 SN1593* NAVD 88     -                                                        
 SN1593  ___________________________________________________________________
 SN1593  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 SN1593  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 SN1593
 SN1593  HORZ ORDER  -  THIRD
 SN1593
 SN1593.The horizontal coordinates were established by classical geodetic methods
 SN1593.and adjusted by the National Geodetic Survey in January 1998..
 SN1593
 SN1593
 SN1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1593
 SN1593.The geoid height was determined by GEOID03.
 SN1593
 SN1593;                    North         East     Units Scale Factor Converg.
 SN1593;SPC ND N     -    54,367.295   564,394.928   MT  0.99998970   -0 21 05.7
 SN1593;SPC ND N     -   178,370.39  1,851,689.40   iFT  0.99998970   -0 21 05.7
 SN1593;UTM  14      - 5,261,283.644   351,415.243   MT  0.99987132   -1 27 15.3
 SN1593
 SN1593                          SUPERSEDED SURVEY CONTROL
 SN1593
 SN1593  NAD 83(1986)-  47 29 16.86307(N)    100 58 20.88197(W) AD(       ) 4
 SN1593  NAD 27      -  47 29 16.87200(N)    100 58 19.35900(W) AD(       ) 3
 SN1593
 SN1593.Superseded values are not recommended for survey control.
 SN1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1593.See file dsdata.txt to determine how the superseded data were derived.
 SN1593
 SN1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT5141561284(NAD 83)
 SN1593_MARKER: 67 = OIL DERRICK
 SN1593
 SN1593  HISTORY     - Date     Condition        Report By
 SN1593  HISTORY     - 1941     FIRST OBSERVED   CGS
 SN1593
 SN1593                          STATION DESCRIPTION
 SN1593
 SN1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SN1593'THIS INTERSECTION STATION IS ABOUT 9.5 MILES E OF UNDERWOOD,
 SN1593'5 MILES SW OF TURTLE LAKE, 210 FEET E OF STATE HIGHWAY 7 AND
 SN1593'200 FEET N OF AN E-W DIRT ROAD.  IT IS A WOODEN DERRICK, ABOUT
 SN1593'95 FEET HIGH AND IS UNPAINTED.
 SN1593'
 SN1593'THE OBJECT SIGHTED ON WAS THE CENTER OF THE TOP OF THE DERRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2228 ***********************************************************************
 TF2228  DESIGNATION -  OLEAAS
 TF2228  PID         -  TF2228
 TF2228  STATE/COUNTY-  ND/WARD
 TF2228  USGS QUAD   -  TAGUS SE (1980)
 TF2228
 TF2228                         *CURRENT SURVEY CONTROL
 TF2228  ___________________________________________________________________
 TF2228* NAD 83(1996)-  48 22 20.85637(N)    101 45 23.40039(W)     ADJUSTED  
 TF2228* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 TF2228  ___________________________________________________________________
 TF2228  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 TF2228  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 TF2228
 TF2228  HORZ ORDER  -  SECOND
 TF2228
 TF2228.The horizontal coordinates were established by classical geodetic methods
 TF2228.and adjusted by the National Geodetic Survey in January 1998..
 TF2228
 TF2228.The orthometric height was scaled from a topographic map.
 TF2228
 TF2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2228
 TF2228.The geoid height was determined by GEOID03.
 TF2228
 TF2228;                    North         East     Units Scale Factor Converg.
 TF2228;SPC ND N     -   153,352.888   506,919.091   MT  0.99994844   -0 56 06.0
 TF2228;SPC ND N     -   503,126.27  1,663,120.38   iFT  0.99994844   -0 56 06.0
 TF2228;UTM  14      - 5,361,370.667   295,871.100   MT  1.00011199   -2 03 40.1
 TF2228
 TF2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2228!SPC ND N     -   0.99990504  x   0.99994844  =   0.99985349
 TF2228!UTM  14      -   0.99990504  x   1.00011199  =   1.00001702
 TF2228
 TF2228|---------------------------------------------------------------------|
 TF2228| PID    Reference Object                     Distance      Geod. Az  |
 TF2228|                                                           dddmmss.s |
 TF2228| CQ8713 OLEASS RM 1                          29.272 METERS 09344     |
 TF2228| CQ8712 OLEASS AZ MK                                       1130843.7 |
 TF2228| TF2204 BERTHOLD MUNICIPAL TANK             APPROX. 6.6 KM 1675943.4 |
 TF2228| CQ8714 OLEASS RM 2                          20.373 METERS 26544     |
 TF2228|---------------------------------------------------------------------|
 TF2228
 TF2228                          SUPERSEDED SURVEY CONTROL
 TF2228
 TF2228  NAD 83(1986)-  48 22 20.85563(N)    101 45 23.39652(W) AD(       ) 2
 TF2228  NAD 27      -  48 22 20.80770(N)    101 45 21.81160(W) AD(       ) 2
 TF2228
 TF2228.Superseded values are not recommended for survey control.
 TF2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2228.See file dsdata.txt to determine how the superseded data were derived.
 TF2228
 TF2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU9587161371(NAD 83)
 TF2228_MARKER: DS = TRIANGULATION STATION DISK
 TF2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TF2228
 TF2228  HISTORY     - Date     Condition        Report By
 TF2228  HISTORY     - 1963     MONUMENTED       CGS
 TF2228
 TF2228                          STATION DESCRIPTION
 TF2228
 TF2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 TF2228'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF
 TF2228'CARPIO, 4-1/4 MILES NORTH-NORTHWEST OF BERTHOLD, AND 3-1/2
 TF2228'MILES EAST-SOUTHEAST OF HARTLAND.  IT IS IN THE SOUTHEAST
 TF2228'CORNER OF THE YARD OF AN OLD HOMESITE.
 TF2228'
 TF2228'TO REACH THE STATION FROM THE POST OFFICE IN BERTHOLD GO
 TF2228'NORTH ON THE MAIN STREET 0.65 MILE TO THE JUNCTION WITH
 TF2228'U.S. HIGHWAY 2.  TURN LEFT AND GO WEST 0.7 MILE TO A GRAVELED
 TF2228'CROSSROAD.  TURN RIGHT AND GO NORTH 3.1 MILES TO THE AZIMUTH
 TF2228'MARK ON THE LEFT.  CONTINUE NORTH 0.1 MILE TO A GRAVELED
 TF2228'CROSSROAD.  TURN LEFT AND GO WEST 0.3 MILE TO A TRACK ROAD
 TF2228'ON THE RIGHT AND THE STATION IN THE NORTHWEST CORNER.
 TF2228'
 TF2228'THE STATION MARK IS A STANDARD DISK STAMPED OLEAAS 1963
 TF2228'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH
 TF2228'WITH THE SURFACE OF THE GROUND.  IT IS 63.5 FEET NORTH OF
 TF2228'THE CENTER OF THE GRAVELED ROAD.
 TF2228'
 TF2228'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OLEAAS NO 1
 TF2228'1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET
 TF2228'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS IN THE SECTION
 TF2228'LINE FENCE RUNNING NORTH AND SOUTH, 57.1 FEET NORTH OF THE
 TF2228'CENTER OF THE GRAVELED ROAD, 31 FEET EAST OF THE CENTER
 TF2228'OF THE TRACK ROAD, 1.3 FEET NORTH OF A METAL WITNESS POST
 TF2228'WITH SIGN, AND ABOUT 18 INCHES HIGHER THAN STATION ELEVATION.
 TF2228'
 TF2228'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OLEAAS
 TF2228'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 TF2228'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 59.4 FEET
 TF2228'NORTH OF THE CENTER OF THE GRAVELED ROAD, 24 FEET WEST-SOUTHWEST
 TF2228'OF AN OLD WELL SURROUNDED BY BUSHES, AND 1 FOOT HIGHER THAN
 TF2228'STATION ELEVATION.
 TF2228'
 TF2228'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OLEAAS 1963
 TF2228'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 TF2228'1 INCH ABOVE THE GROUND.  IT IS 50 FEET WEST OF THE CENTER OF
 TF2228'THE GRAVELED ROAD, 2 FEET NORTH OF THE BASE OF A TELEPHONE
 TF2228'POLE, AND 1.8 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1716 ***********************************************************************
 TE1716  DESIGNATION -  OLGA CHURCH
 TE1716  PID         -  TE1716
 TE1716  STATE/COUNTY-  ND/CAVALIER
 TE1716  USGS QUAD   -  OLGA (1972)
 TE1716
 TE1716                         *CURRENT SURVEY CONTROL
 TE1716  ___________________________________________________________________
 TE1716* NAD 83(1996)-  48 47 48.24666(N)    098 02 30.30606(W)     ADJUSTED  
 TE1716* NAVD 88     -                                                        
 TE1716  ___________________________________________________________________
 TE1716  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 TE1716  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE1716
 TE1716  HORZ ORDER  -  THIRD
 TE1716
 TE1716.The horizontal coordinates were established by classical geodetic methods
 TE1716.and adjusted by the National Geodetic Survey in January 1998..
 TE1716
 TE1716
 TE1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1716
 TE1716.The geoid height was determined by GEOID03.
 TE1716
 TE1716;                    North         East     Units Scale Factor Converg.
 TE1716;SPC ND N     -   202,655.220   780,576.957   MT  1.00001319   +1 49 45.4
 TE1716;SPC ND N     -   664,879.33  2,560,948.02   iFT  1.00001319   +1 49 45.4
 TE1716;UTM  14      - 5,405,302.975   570,373.037   MT  0.99966084   +0 43 15.6
 TE1716
 TE1716                          SUPERSEDED SURVEY CONTROL
 TE1716
 TE1716  NAD 83(1986)-  48 47 48.24058(N)    098 02 30.30100(W) AD(       ) 4
 TE1716  NAD 27      -  48 47 48.22224(N)    098 02 28.87611(W) AD(       ) 3
 TE1716
 TE1716.Superseded values are not recommended for survey control.
 TE1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1716.See file dsdata.txt to determine how the superseded data were derived.
 TE1716
 TE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7037305303(NAD 83)
 TE1716_MARKER: 90 = CHURCH SPIRE
 TE1716
 TE1716  HISTORY     - Date     Condition        Report By
 TE1716  HISTORY     - 1925     FIRST OBSERVED   GSC
 TE1716  HISTORY     - 1935     SEE DESCRIPTION  CGS
 TE1716  HISTORY     - 1967     GOOD             CGS
 TE1716
 TE1716                          STATION DESCRIPTION
 TE1716
 TE1716'DESCRIBED BY GEODETIC SURVEY OF CANADA 1925
 TE1716'THE CHURCH AT OLGA.  THIS CHURCH HAS A SQUARE SPIRE ON THE
 TE1716'EAST END AND A CHIMNEY ON THE WEST END.
 TE1716'
 TE1716'STATION MARK--THE CENTERLINE OF THE SPIRE.
 TE1716
 TE1716                          STATION RECOVERY (1935)
 TE1716
 TE1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ECB)
 TE1716'THE CHURCH AT OLGA HAS ITS SPIRE ON THE NORTH END WITH THE
 TE1716'CHIMNEY AT THE SOUTHWEST CORNER, IN PLACE OF THE SPIRE BEING
 TE1716'ON THE EASTERLY END AND CHIMNEY AT THE WESTERLY END, AS STATED
 TE1716'IN THE ORIGINAL DESCRIPTION.  INQUIRY WAS MADE OF ONE OF THE
 TE1716'TRUSTEES AS TO ANY ALTERATIONS WHICH MIGHT HAVE BEEN MADE IN
 TE1716'THE PAST TEN YEARS AND HE INFORMED ME THAT NO ALTERATIONS HAVE
 TE1716'BEEN MADE SINCE THE CHURCH WAS BUILT IN 1917.  IT IS MY OPINION
 TE1716'THAT AN ERROR WAS MADE IN STATING THE DIRECTIONS WHEN THE
 TE1716'ORIGINAL DESCRIPTION WAS WRITTEN.
 TE1716'
 TE1716'THE SPIRE IS IN GOOD CONDITION.
 TE1716
 TE1716                          STATION RECOVERY (1967)
 TE1716
 TE1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1716'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1717 ***********************************************************************
 TE1717  DESIGNATION -  OLGA OTTERTAIL PWR CO RAD STA
 TE1717  PID         -  TE1717
 TE1717  STATE/COUNTY-  ND/CAVALIER
 TE1717  USGS QUAD   -  OLGA (1972)
 TE1717
 TE1717                         *CURRENT SURVEY CONTROL
 TE1717  ___________________________________________________________________
 TE1717* NAD 83(1996)-  48 46 33.61027(N)    098 02 17.82054(W)     ADJUSTED  
 TE1717* NAVD 88     -                                                        
 TE1717  ___________________________________________________________________
 TE1717  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 TE1717  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 TE1717
 TE1717  HORZ ORDER  -  THIRD
 TE1717
 TE1717.The horizontal coordinates were established by classical geodetic methods
 TE1717.and adjusted by the National Geodetic Survey in January 1998..
 TE1717
 TE1717
 TE1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1717
 TE1717.The geoid height was determined by GEOID03.
 TE1717
 TE1717;                    North         East     Units Scale Factor Converg.
 TE1717;SPC ND N     -   200,358.962   780,905.336   MT  1.00000874   +1 49 54.6
 TE1717;SPC ND N     -   657,345.68  2,562,025.38   iFT  1.00000874   +1 49 54.6
 TE1717;UTM  14      - 5,403,001.599   570,656.838   MT  0.99966133   +0 43 24.1
 TE1717
 TE1717                          SUPERSEDED SURVEY CONTROL
 TE1717
 TE1717  NAD 83(1986)-  48 46 33.60323(N)    098 02 17.81490(W) AD(       ) 4
 TE1717  NAD 27      -  48 46 33.62623(N)    098 02 16.44373(W) AD(       ) 3
 TE1717
 TE1717.Superseded values are not recommended for survey control.
 TE1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1717.See file dsdata.txt to determine how the superseded data were derived.
 TE1717
 TE1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV7065703002(NAD 83)
 TE1717_MARKER: 42 = RADIO/TV MAST
 TE1717
 TE1717  HISTORY     - Date     Condition        Report By
 TE1717  HISTORY     - 1967     FIRST OBSERVED   CGS
 TE1717
 TE1717                          STATION DESCRIPTION
 TE1717
 TE1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 TE1717'THE STATION IS THE CENTER OF THE TOP OF A 190 FOOT HIGH RADIO
 TE1717'MAST OF THE OTTERTAIL POWER COMPANY.  IT IS 1-1/2 MILES SOUTH
 TE1717'OF OLGA, 1 MILE NORTH OF STATE HIGHWAY 5 AND 0.05 MILE WEST
 TE1717'OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2002 ***********************************************************************
 TF2002  DESIGNATION -  OLIE
 TF2002  PID         -  TF2002
 TF2002  STATE/COUNTY-  ND/BOTTINEAU
 TF2002  USGS QUAD   -  BOUNDARY LAKE (1968)
 TF2002
 TF2002                         *CURRENT SURVEY CONTROL
 TF2002  ___________________________________________________________________
 TF2002* NAD 83(1996)-  48 53 03.95881(N)    100 12 42.55682(W)     ADJUSTED  
 TF2002* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 TF2002  ___________________________________________________________________
 TF2002  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 TF2002  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 TF2002
 TF2002  HORZ ORDER  -  FIRST
 TF2002
 TF2002.The horizontal coordinates were established by classical geodetic methods
 TF2002.and adjusted by the National Geodetic Survey in January 1998..
 TF2002
 TF2002.The orthometric height was scaled from a topographic map.
 TF2002
 TF2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2002
 TF2002.The geoid height was determined by GEOID03.
 TF2002
 TF2002;                    North         East     Units Scale Factor Converg.
 TF2002;SPC ND N     -   209,564.722   621,135.950   MT  1.00003347   +0 12 52.0
 TF2002;SPC ND N     -   687,548.30  2,037,847.60   iFT  1.00003347   +0 12 52.0
 TF2002;UTM  14      - 5,415,316.724   411,160.329   MT  0.99969696   -0 54 46.9
 TF2002
 TF2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2002!SPC ND N     -   0.99989200  x   1.00003347  =   0.99992547
 TF2002!UTM  14      -   0.99989200  x   0.99969696  =   0.99958899
 TF2002
 TF2002:                Primary Azimuth Mark                     Grid Az
 TF2002:SPC ND N     -  DUNSEITH                                 073 18 01.1
 TF2002:UTM  14      -  DUNSEITH                                 074 25 40.0
 TF2002
 TF2002|---------------------------------------------------------------------|
 TF2002| PID    Reference Object                     Distance      Geod. Az  |
 TF2002|                                                           dddmmss.s |
 TF2002| TF2001 DUNSEITH                            APPROX.16.0 KM 0733053.1 |
 TF2002|---------------------------------------------------------------------|
 TF2002
 TF2002                          SUPERSEDED SURVEY CONTROL
 TF2002
 TF2002  NAD 83(1986)-  48 53 03.94762(N)    100 12 42.54777(W) AD(       ) 1
 TF2002  NAD 27      -  48 53 03.88300(N)    100 12 40.99800(W) AD(       ) 1
 TF2002
 TF2002.Superseded values are not recommended for survey control.
 TF2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2002.See file dsdata.txt to determine how the superseded data were derived.
 TF2002
 TF2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV1116015317(NAD 83)
 TF2002_MARKER: DS = TRIANGULATION STATION DISK
 TF2002_SETTING: 0 = UNSPECIFIED SETTING
 TF2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF2002
 TF2002  HISTORY     - Date     Condition        Report By
 TF2002  HISTORY     - 1925     MONUMENTED       GSC
 TF2002  HISTORY     - 1931     GOOD             CGS
 TF2002
 TF2002                          STATION DESCRIPTION
 TF2002
 TF2002'DESCRIBED BY GEODETIC SURVEY OF CANADA 1925
 TF2002'IN SEC. 2, T. 163 N., R. 74 W., FIFTH PRINCIPAL MERIDIAN, ON
 TF2002'A HILL ABOUT 270 METERS NORTHWEST OF A HOUSE.
 TF2002'
 TF2002'STATION MARK--A STANDARD U.S. COAST AND GEODETIC SURVEY STATION
 TF2002'MARK.
 TF2002
 TF2002                          STATION RECOVERY (1931)
 TF2002
 TF2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (MT)
 TF2002'RECOVERED, AND IN GOOD CONDITION.  STANDARD GEODETIC SURVEY
 TF2002'OF CANADA CONCRETE POST AND BRONZE TABLET.  NO REFERENCE MARKS.
 TF2002'
 TF2002'THIS STATION IS LOCATED ON HIGH KNOLL IN THE TURTLE MOUNTAINS
 TF2002'ABOUT 300 YARDS NORTHWEST OF MR. OLIE P. PETTERSONS HOUSE, IN
 TF2002'SOUTHEAST QUARTER SEC. 2, T. 162 N., R. 74 W., ON PROPERTY
 TF2002'BELONGING TO CHARLES CHRISTENSON.
 TF2002'
 TF2002'TO REACH FROM BOTTINEAU GO BY STATE HIGHWAY 5 EAST 10.0 MILES
 TF2002'TO CROSSROADS.  MAIL BOX MOUNTED ON STEEL WHEEL AND CONCRETE
 TF2002'CULVERT ON EITHER SIDE OF NORTH-AND-SOUTH ROAD AT THIS POINT,
 TF2002'TURN LEFT (NORTH) ON THIS ROAD AND FOLLOW 4.0 MILES TO CROSSROADS
 TF2002'(SEVEN MAIL BOXES IN NORTHWEST ANGLE AT THIS INTERSECTION),
 TF2002'TURN RIGHT (EAST) AND FOLLOW 1.0 MILE TO LARGE WHITE HOUSE ON
 TF2002'LEFT (NORTH), TURN IN HERE AND FOLLOW ROAD AROUND TO THE
 TF2002'EASTWARD OF THE FARM BUILDINGS, BEARING LEFT THROUGH TIMBER TO
 TF2002'GATE AND SMALL LAKE, PASS THROUGH THIS GATE AND BEAR LEFT
 TF2002'UP HILL AND FOLLOW TO MR. PETTERSONS HOUSE, WHICH IS END OF
 TF2002'TRUCK TRAVEL.  TRAIL LEADS TO LEFT OF HOUSE AND BEARS RIGHT
 TF2002'TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0952 ***********************************************************************
 RR0952  DESIGNATION -  OLINE
 RR0952  PID         -  RR0952
 RR0952  STATE/COUNTY-  ND/MORTON
 RR0952  USGS QUAD   -  ALMONT WEST (1980)
 RR0952
 RR0952                         *CURRENT SURVEY CONTROL
 RR0952  ___________________________________________________________________
 RR0952* NAD 83(1996)-  46 42 31.64816(N)    101 36 50.91155(W)     ADJUSTED  
 RR0952* NAVD 88     -       775.5    (meters)    2544.     (feet)  VERTCON   
 RR0952  ___________________________________________________________________
 RR0952  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 RR0952  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 RR0952
 RR0952  HORZ ORDER  -  FIRST
 RR0952
 RR0952.The horizontal coordinates were established by classical geodetic methods
 RR0952.and adjusted by the National Geodetic Survey in January 1998..
 RR0952
 RR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0952
 RR0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 RR0952
 RR0952.The geoid height was determined by GEOID03.
 RR0952
 RR0952;                    North         East     Units Scale Factor Converg.
 RR0952;SPC ND S     -   116,442.935   514,811.626   MT  0.99993825   -0 48 45.5
 RR0952;SPC ND S     -   382,030.63  1,689,014.52   iFT  0.99993825   -0 48 45.5
 RR0952;UTM  14      - 5,176,122.974   300,185.154   MT  1.00009077   -1 54 12.3
 RR0952
 RR0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RR0952!SPC ND S     -   0.99988156  x   0.99993825  =   0.99981981
 RR0952!UTM  14      -   0.99988156  x   1.00009077  =   0.99997232
 RR0952
 RR0952:                Primary Azimuth Mark                     Grid Az
 RR0952:SPC ND S     -  NEW SALEM MUNICIPAL TANK                 046 46 55.6
 RR0952:UTM  14      -  NEW SALEM MUNICIPAL TANK                 047 52 22.4
 RR0952
 RR0952|---------------------------------------------------------------------|
 RR0952| PID    Reference Object                     Distance      Geod. Az  |
 RR0952|                                                           dddmmss.s |
 RR0952| RR0910 NEW SALEM MUNICIPAL TANK            APPROX.21.5 KM 0455810.1 |
 RR0952| CQ8717 OLINE RM 1                           12.787 METERS 16208     |
 RR0952| CQ8715 OLINE AZ MK                                        2322214.2 |
 RR0952| CQ8716 OLINE AZ MK RESET                                  2324130.1 |
 RR0952| CQ8718 OLINE RM 2                           11.976 METERS 25701     |
 RR0952|---------------------------------------------------------------------|
 RR0952
 RR0952                          SUPERSEDED SURVEY CONTROL
 RR0952
 RR0952  NAD 83(1986)-  46 42 31.64127(N)    101 36 50.90218(W) AD(       ) 1
 RR0952  NAD 27      -  46 42 31.62800(N)    101 36 49.36700(W) AD(       ) 1
 RR0952  NGVD 29 (07/19/86)  775.0    (m)         2543.     (f) VERT ANG       
 RR0952
 RR0952.Superseded values are not recommended for survey control.
 RR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0952.See file dsdata.txt to determine how the superseded data were derived.
 RR0952
 RR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS0018576123(NAD 83)
 RR0952_MARKER: DS = TRIANGULATION STATION DISK
 RR0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0952
 RR0952  HISTORY     - Date     Condition        Report By
 RR0952  HISTORY     - 1951     MONUMENTED       CGS
 RR0952  HISTORY     - 1956     GOOD             CGS
 RR0952  HISTORY     - 1958     GOOD             USGS
 RR0952
 RR0952                          STATION DESCRIPTION
 RR0952
 RR0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RR0952'THE STATION IS ABOUT 5 MILES WEST OF ALMONT, AND ABOUT 1.5
 RR0952'MILES NORTH OF THE OLINE SCHOOL.
 RR0952'
 RR0952'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO SOUTH
 RR0952'FOR 0.1 MILE TO A CROSS ROAD AND CHURCH ON THE RIGHT.  THEN
 RR0952'RIGHT, WEST, FOR 0.2 MILE TO A CROSS ROAD AND SCHOOL HOUSE
 RR0952'ON THE RIGHT.  THEN LEFT, SOUTH, FOR 0.7 MILE TO A FORK.
 RR0952'TAKE RIGHT FORK, WEST AND SOUTHWEST, FOR 5.85 MILES TO A FORK
 RR0952'JUST BEFORE REACHING A SCHOOL HOUSE.  TAKE RIGHT FORK, NORTH
 RR0952'AND NORTHWEST, FOR 1.05 MILES TO A TRACK ROAD ON THE RIGHT.
 RR0952'THEN RIGHT, NORTHERLY, ON TRACK ROAD FOR 0.15 MILE TO A DIM
 RR0952'FORK.  TAKE RIGHT FORK ON DIM ROAD FOR 0.1 MILE TO A GATE IN A
 RR0952'EAST-WEST FENCE LINE.  GO THROUGH GATE AND BEAR
 RR0952'NORTH-NORTHEAST FOR 0.2 MILE TO TOP OF RIDGE AND STATION AS
 RR0952'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE GATE 0.2
 RR0952'MILE SOUTHWEST OF THE STATION, GO WEST FOR 0.3 MILE TO THE
 RR0952'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 RR0952'
 RR0952'THE STATION IS 5 FEET NORTHWEST OF A ROCK CAIRN.  THE MARK
 RR0952'PROJECTS 4 INCHES AND THE DISK IS STAMPED OLINE 1951.
 RR0952'
 RR0952'REFERENCE MARK NO. 1 IS NEAR THE SOUTHEAST EDGE OF THE RIDGE.
 RR0952'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED OLINE NO 1
 RR0952'1951.
 RR0952'
 RR0952'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF THE RIDGE.  THE
 RR0952'MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED OLINE NO 2 1951.
 RR0952'
 RR0952'THE AZIMUTH MARK IS 15 FEET NORTH OF A TRACK ROAD, AND 2 FEET
 RR0952'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 RR0952'STAMPED OLINE 1951.
 RR0952'
 RR0952'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RR0952'CYLINDERS.
 RR0952
 RR0952                          STATION RECOVERY (1956)
 RR0952
 RR0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 RR0952'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 RR0952'CONDITION.  IT WAS REPORTED BY THE STATE HIGHWAY DEPARTMENT THAT
 RR0952'THE AZIMUTH MARK HAD BEEN MOVED BUT NO RECORD WAS MADE OF THE
 RR0952'DISTANCE OR DIRECTION.  A DIRECTION TO THE AZIMUTH MARK WAS
 RR0952'DETERMINED BY INITIALING ON THE NEW SALEM MUNICIPAL WATER TANK.
 RR0952'
 RR0952'THE NEW AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF A
 RR0952'GRADED DIRT ROAD AND 25 FEET EAST OF A POWERLINE POLE.  THE
 RR0952'DISK IS STAMPED OLINE 1951 RESET 1956 AND THE MARK PROJECTS
 RR0952'6 INCHES.
 RR0952
 RR0952                          STATION RECOVERY (1958)
 RR0952
 RR0952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RR0952'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE2087 ***********************************************************************
 TE2087  DESIGNATION -  OLIVER
 TE2087  PID         -  TE2087
 TE2087  STATE/COUNTY-  ND/ROLETTE
 TE2087  USGS QUAD   -  MYLO NW (1971)
 TE2087
 TE2087                         *CURRENT SURVEY CONTROL
 TE2087  ___________________________________________________________________
 TE2087* NAD 83(1996)-  48 44 14.49140(N)    099 44 41.30292(W)     ADJUSTED  
 TE2087* NAVD 88     -       540.3    (meters)    1773.     (feet)  VERTCON   
 TE2087  ___________________________________________________________________
 TE2087  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 TE2087  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 TE2087
 TE2087  HORZ ORDER  -  SECOND
 TE2087
 TE2087.The horizontal coordinates were established by classical geodetic methods
 TE2087.and adjusted by the National Geodetic Survey in January 1998..
 TE2087
 TE2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE2087
 TE2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE2087
 TE2087.The geoid height was determined by GEOID03.
 TE2087
 TE2087;                    North         East     Units Scale Factor Converg.
 TE2087;SPC ND N     -   193,441.758   655,547.990   MT  1.00000080   +0 33 43.1
 TE2087;SPC ND N     -   634,651.44  2,150,748.00   iFT  1.00000080   +0 33 43.1
 TE2087;UTM  14      - 5,398,527.429   445,237.320   MT  0.99963684   -0 33 35.6
 TE2087
 TE2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE2087!SPC ND N     -   0.99991876  x   1.00000080  =   0.99991956
 TE2087!UTM  14      -   0.99991876  x   0.99963684  =   0.99955563
 TE2087
 TE2087|---------------------------------------------------------------------|
 TE2087| PID    Reference Object                     Distance      Geod. Az  |
 TE2087|                                                           dddmmss.s |
 TE2087| CO8041 OLIVER RM 1                          10.552 METERS 19148     |
 TE2087| TE2089 ROLETTE MUNICIPAL WATER TANK        APPROX.11.1 KM 2212709.9 |
 TE2087| CO8042 OLIVER RM 2                          17.590 METERS 26543     |
 TE2087|---------------------------------------------------------------------|
 TE2087
 TE2087                          SUPERSEDED SURVEY CONTROL
 TE2087
 TE2087  NAD 83(1986)-  48 44 14.49432(N)    099 44 41.28472(W) AD(       ) 2
 TE2087  NAD 27      -  48 44 14.48614(N)    099 44 39.73680(W) AD(       ) 2
 TE2087  NGVD 29 (07/19/86)  539.9    (m)         1771.     (f) VERT ANG       
 TE2087
 TE2087.Superseded values are not recommended for survey control.
 TE2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE2087.See file dsdata.txt to determine how the superseded data were derived.
 TE2087
 TE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU4523798527(NAD 83)
 TE2087_MARKER: DD = SURVEY DISK
 TE2087_SETTING: 0 = UNSPECIFIED SETTING
 TE2087
 TE2087  HISTORY     - Date     Condition        Report By
 TE2087  HISTORY     - 1968     MONUMENTED       USGS
 TE2087
 TE2087                          STATION DESCRIPTION
 TE2087
 TE2087'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JSA)
 TE2087'THE STATION IS ABOUT 7.0 MI S. OF BELCOURT, NEAR THE S. SIXTEENTH
 TE2087'COR. BETWEEN SECS. 28 AND 29, T. 161 N., R. 70 W., ABOUT 0.65 MI
 TE2087'S. OF FARMHOUSE AND LARGE WHITE BARN, ABOUT 0.3 MI N. OF A T-RD.
 TE2087'W. AND TRAIL E. ON TOP OF A SMALL RIDGE.
 TE2087'
 TE2087'TO REACH FROM THE POST OFFICE IN BELCOURT, GO S. ON GRAVEL RD. FOR
 TE2087'6.4 MI TO A T-RD. E. AND TRAIL W., CONTINUE S. FOR 0.7 MI TO A
 TE2087'FIELD ENTRANCE E. ON TOP OF RIDGE AND THE STATION ON THE LEFT.
 TE2087'
 TE2087'STATION MARK IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE2087'RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2087'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED ET OLIVER 1968, IS 7 FT S.
 TE2087'AND 31 FT E. OF CENTER OF RD. AT FIELD ENTRANCE E., THE STATION IS
 TE2087'8 IN. BELOW GROUND LEVEL.
 TE2087'
 TE2087'REFERENCE MARK NO. 1 IS A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE2087'COATED RODS, SET IN 6 IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH
 TE2087'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OLIVER NO 1 1968, IS SSW. OF
 TE2087'THE STATION, 43 FT S. AND 23 FT E. OF CENTER OF RD. AT FIELD
 TE2087'ENTRANCE E., THE MARK IS FLUSH WITH THE GROUND.
 TE2087'
 TE2087'REFERENCE MARK NO. 2 IS A STANDARD TABLET, CRIMPED ON 1/2 IN. COPPER
 TE2087'COATED RODS, SET IN 6 IN. DIAMETER TILES 12 IN. LONG AND FILLED WITH
 TE2087'GRAVEL TO WITHIN 1 IN. OF CAP, STAMPED OLIVER NO 2 1968, IS 13 FT
 TE2087'S.  AND 27 FT W. OF CENTER OF RD. AT FIELD ENTRANCE E., THE MARK IS
 TE2087'WSW. OF THE STATION AND FLUSH WITH GROUND.
 TE2087'
 TE2087'NO AZIMUTH MARK SET.
 TE2087'
 TE2087'REFERENCE AZIMUTH USED - ROLETTE MWT.  MWT IN ROLETTE, N. DAK.,
 TE2087'1-1/2 BLOCKS N. OF U. S. POST OFFICE LOCATED ACROSS THE STREET E.
 TE2087'FROM THE VETERANS MEMORIAL CLINIC AND HOSPITAL, THE TANK WAS BUILT
 TE2087'IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1702 ***********************************************************************
 SN1702  DESIGNATION -  OLIVER
 SN1702  PID         -  SN1702
 SN1702  STATE/COUNTY-  ND/MERCER
 SN1702  USGS QUAD   -  GARRISON DAM SOUTH (1977)
 SN1702
 SN1702                         *CURRENT SURVEY CONTROL
 SN1702  ___________________________________________________________________
 SN1702* NAD 83(1996)-  47 25 04.84590(N)    101 25 31.21349(W)     ADJUSTED  
 SN1702* NAVD 88     -       598.7    (meters)    1964.     (feet)  VERTCON   
 SN1702  ___________________________________________________________________
 SN1702  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 SN1702  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 SN1702
 SN1702  HORZ ORDER  -  SECOND
 SN1702
 SN1702.The horizontal coordinates were established by classical geodetic methods
 SN1702.and adjusted by the National Geodetic Survey in January 1998..
 SN1702
 SN1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 SN1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SN1702
 SN1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 SN1702
 SN1702.The geoid height was determined by GEOID03.
 SN1702
 SN1702;                    North         East     Units Scale Factor Converg.
 SN1702;SPC ND S     -   195,091.773   530,175.810   MT  0.99998771   -0 40 29.7
 SN1702;SPC ND S     -   640,064.87  1,739,421.95   iFT  0.99998771   -0 40 29.7
 SN1702;SPC ND N     -    46,894.614   530,174.805   MT  1.00000305   -0 41 18.9
 SN1702;SPC ND N     -   153,853.72  1,739,418.65   iFT  1.00000305   -0 41 18.9
 SN1702;UTM  14      - 5,254,469.820   317,059.910   MT  1.00001130   -1 47 10.7
 SN1702
 SN1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SN1702!SPC ND S     -   0.99990930  x   0.99998771  =   0.99989701
 SN1702!SPC ND N     -   0.99990930  x   1.00000305  =   0.99991235
 SN1702!UTM  14      -   0.99990930  x   1.00001130  =   0.99992060
 SN1702
 SN1702|---------------------------------------------------------------------|
 SN1702| PID    Reference Object                     Distance      Geod. Az  |
 SN1702|                                                           dddmmss.s |
 SN1702| CQ8720 OLIVER RM 2                          18.212 METERS 09032     |
 SN1702| SN1692 STANTON UNITED POWER W STACK        APPROX.16.3 KM 1541936.0 |
 SN1702| CQ8719 OLIVER RM 1                          14.730 METERS 27110     |
 SN1702|---------------------------------------------------------------------|
 SN1702
 SN1702                          SUPERSEDED SURVEY CONTROL
 SN1702
 SN1702  NAD 83(1986)-  47 25 04.84460(N)    101 25 31.20451(W) AD(       ) 2
 SN1702  NAD 27      -  47 25 04.84634(N)    101 25 29.62318(W) AD(       ) 2
 SN1702  NGVD 29 (07/19/86)  598.3    (m)         1963.     (f) VERT ANG       
 SN1702
 SN1702.Superseded values are not recommended for survey control.
 SN1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1702.See file dsdata.txt to determine how the superseded data were derived.
 SN1702
 SN1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT1706054470(NAD 83)
 SN1702_MARKER: DD = SURVEY DISK
 SN1702_SETTING: 0 = UNSPECIFIED SETTING
 SN1702
 SN1702  HISTORY     - Date     Condition        Report By
 SN1702  HISTORY     - 1967     MONUMENTED       USGS
 SN1702
 SN1702                          STATION DESCRIPTION
 SN1702
 SN1702'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJH)
 SN1702'THE STATION IS LOCATED ABOUT 8.0 MI N. AND 10.0 MI E. OF THE TOWN OF
 SN1702'HAZEN, T. 146 N., R. 85 W., NEAR THE NW. COR. OF THE SE 1/4 OF
 SN1702'SEC. 31.
 SN1702'
 SN1702'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 7 AND COUNTY
 SN1702'RD. 8 IN THE W. SIDE OF THE TOWN OF HAZEN, GO E. ALONG STATE HWY. 7
 SN1702'FOR 7.0 MI TO INTERSECTION STATE HWY. 7 AND HWY. 31 TO E., TURN
 SN1702'LEFT (N.) AND CONTINUE ON STATE 7 FOR 7.3 MI TO A CROSSROADS, TURN
 SN1702'RIGHT (E.) AND GO 3.1 MI TO CROSSROADS, TURN LEFT (N.) AND GO 1.0
 SN1702'MI TO A T-RD. E., TURN RIGHT (E.) AND GO 0.8 MI ALONG DIRT RD. TO
 SN1702'A FENCE, PASS THROUGH FENCE AND TURN LEFT 170 DEG AND GO W. AND
 SN1702'N. FOR 0.8 MI ALONG A FIELD RD. WITH FENCE AND BLUFF ON RIGHT (E.),
 SN1702'TO A FENCE LINE AND GATE, PASS THROUGH GATE AND TURN LEFT (W.) AND
 SN1702'GO ALONG FENCE FOR 0.1 MI TO STATION ON FENCE LINE.
 SN1702'
 SN1702'STATION MARK IS ON FLAT PLATEAU APPROX. 0.75 MI W. OF THE RIVER,
 SN1702'APPROX. 250 FT S. OF THE EDGE OF THE BLUFF OPPOSITE LONE CLUMP OF
 SN1702'TREES, 1 FT N. OF FENCE, 3 FT E. OF A USGS WITNESS POST.  STAMPED
 SN1702'ET OLIVER 1967.
 SN1702'
 SN1702'REFERENCE MARK NO. 1 IS W. OF THE STATION, 1 FT N. OF FENCE.  STAMPED
 SN1702'OLIVER NO 1 1967.
 SN1702'
 SN1702'REFERENCE MARK NO. 2 IS E. OF THE STATION, 1 FT N. OF FENCE.  STAMPED
 SN1702'OLIVER NO 2 1967.
 SN1702'
 SN1702'ALL STATION MARKS ARE STANDARD TABLETS CRIMPED ON ONE-HALF INCH
 SN1702'COPPER COATED RODS, CENTERED IN 6 INCH DIAMETER TILE, FILLED WITH
 SN1702'GRAVEL TO ONE INCH OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1910 ***********************************************************************
 TE1910  DESIGNATION -  OLMSTEAD
 TE1910  PID         -  TE1910
 TE1910  STATE/COUNTY-  ND/TOWNER
 TE1910  USGS QUAD   -  EGELAND (1962)
 TE1910
 TE1910                         *CURRENT SURVEY CONTROL
 TE1910  ___________________________________________________________________
 TE1910* NAD 83(1996)-  48 37 51.41648(N)    099 04 58.32628(W)     ADJUSTED  
 TE1910* NAVD 88     -       465.7    (meters)    1528.     (feet)  VERTCON   
 TE1910  ___________________________________________________________________
 TE1910  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 TE1910  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 TE1910
 TE1910  HORZ ORDER  -  SECOND
 TE1910
 TE1910.The horizontal coordinates were established by classical geodetic methods
 TE1910.and adjusted by the National Geodetic Survey in January 1998..
 TE1910
 TE1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1910
 TE1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1910
 TE1910.The geoid height was determined by GEOID03.
 TE1910
 TE1910;                    North         East     Units Scale Factor Converg.
 TE1910;SPC ND N     -   182,297.546   704,450.155   MT  0.99998131   +1 03 16.3
 TE1910;SPC ND N     -   598,089.06  2,311,188.17   iFT  0.99998131   +1 03 16.3
 TE1910;UTM  14      - 5,386,434.769   493,894.141   MT  0.99960046   -0 03 43.9
 TE1910
 TE1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1910!SPC ND N     -   0.99993069  x   0.99998131  =   0.99991200
 TE1910!UTM  14      -   0.99993069  x   0.99960046  =   0.99953118
 TE1910
 TE1910|---------------------------------------------------------------------|
 TE1910| PID    Reference Object                     Distance      Geod. Az  |
 TE1910|                                                           dddmmss.s |
 TE1910| CO8044 OLMSTEAD RM 2                        24.206 METERS 08836     |
 TE1910| TE1917 OLMSTEAD BORDER PATROL TOWER        APPROX. 5.0 KM 1091924.3 |
 TE1910| CO8043 OLMSTEAD RM 1                        20.329 METERS 27514     |
 TE1910|---------------------------------------------------------------------|
 TE1910
 TE1910                          SUPERSEDED SURVEY CONTROL
 TE1910
 TE1910  NAD 83(1986)-  48 37 51.41578(N)    099 04 58.31531(W) AD(       ) 2
 TE1910  NAD 27      -  48 37 51.39377(N)    099 04 56.82013(W) AD(       ) 2
 TE1910  NGVD 29 (07/19/86)  465.3    (m)         1527.     (f) VERT ANG       
 TE1910
 TE1910.Superseded values are not recommended for survey control.
 TE1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1910.See file dsdata.txt to determine how the superseded data were derived.
 TE1910
 TE1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9389486435(NAD 83)
 TE1910_MARKER: DD = SURVEY DISK
 TE1910_SETTING: 0 = UNSPECIFIED SETTING
 TE1910
 TE1910  HISTORY     - Date     Condition        Report By
 TE1910  HISTORY     - 1968     MONUMENTED       USGS
 TE1910
 TE1910                          STATION DESCRIPTION
 TE1910
 TE1910'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1910'THE STATION IS LOCATED APPROX. 0.2 MI N. AND 0.8 MI E. OF THE
 TE1910'VILLAGE OF EDGELAND, S. SIDE STATE HWY. 66, ON HWY. RIGHT-OF-WAY,
 TE1910'NEAR THE E. SIXTEENTH COR. BETWEEN SECS. 31 AND 6, TS. 159 AND 160
 TE1910'N, R. 65 W.
 TE1910'
 TE1910'TO REACH THE STATION FROM THE RR. STATION AT EDGELAND, GO S. 1
 TE1910'BLOCK, TURN RIGHT (W.) AND GO 2 BLOCKS, TURN RIGHT (N.) AND GO 0.1
 TE1910'MI TO STATE HWY. 66, TURN RIGHT (E.) AND GO 0.8 MI TO STATION ON
 TE1910'RIGHT (S.) SIDE STATE HWY. 66.
 TE1910'
 TE1910'STATION MARK, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER COATED
 TE1910'ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED WITH
 TE1910'GRAVEL TO 1 IN. OF CAP.  MARK IS FLUSH WITH THE GROUND.  STAMPED
 TE1910'ET OLMSTEAD 1968, 97 FT S. CENTER STATE HWY. 66, 3 FT N.
 TE1910'RIGHT-OF-WAY SIGN, 3 FT N. USGS WITNESS POST.
 TE1910'
 TE1910'REFERENCE MARK NO. 1, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1910'COATED ROD, CENTERED ON 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE1910'WITH GRAVEL TO 1 IN. OF CAP, MARK IS FLUSH WITH THE GROUND, W. OF
 TE1910'THE STATION, 91 FT S. STATE HWY. 66, STAMPED OLMSTEAD NO 1 1968.
 TE1910'
 TE1910'REFERENCE MARK NO. 2, A STANDARD TABLET CRIMPED ON 1/2 IN. COPPER
 TE1910'COATED ROD, CENTERED IN 6 IN. DIAMETER TILE, 12 IN. LONG, FILLED
 TE1910'WITH GRAVEL TO 1 IN. OF CAP, MARK IS FLUSH WITH THE GROUND, E. OF
 TE1910'THE STATION, STAMPED OLMSTEAD NO 2 1968, 95 FT S. CENTER STATE
 TE1910'HWY.  66.
 TE1910'
 TE1910'AZIMUTH MARK - NONE SET.
 TE1910'
 TE1910'REFERENCE AZIMUTH OBSERVED TO TOP CENTER OF BORDER PATROL RADIO
 TE1910'TOWER.
 TE1910'
 TE1910'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1917 ***********************************************************************
 TE1917  DESIGNATION -  OLMSTEAD BORDER PATROL TOWER
 TE1917  PID         -  TE1917
 TE1917  STATE/COUNTY-  ND/TOWNER
 TE1917  USGS QUAD   -  EGELAND SE (1962)
 TE1917
 TE1917                         *CURRENT SURVEY CONTROL
 TE1917  ___________________________________________________________________
 TE1917* NAD 83(1996)-  48 36 57.79312(N)    099 01 07.96376(W)     ADJUSTED  
 TE1917* NAVD 88     -                                                        
 TE1917  ___________________________________________________________________
 TE1917  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 TE1917  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 TE1917
 TE1917  HORZ ORDER  -  THIRD
 TE1917
 TE1917.The horizontal coordinates were established by classical geodetic methods
 TE1917.and adjusted by the National Geodetic Survey in January 1998..
 TE1917
 TE1917
 TE1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1917
 TE1917.The geoid height was determined by GEOID03.
 TE1917
 TE1917;                    North         East     Units Scale Factor Converg.
 TE1917;SPC ND N     -   180,730.248   709,197.820   MT  0.99997886   +1 06 07.7
 TE1917;SPC ND N     -   592,947.01  2,326,764.50   iFT  0.99997886   +1 06 07.7
 TE1917;UTM  14      - 5,384,775.887   498,608.573   MT  0.99960002   -0 00 51.0
 TE1917
 TE1917                          SUPERSEDED SURVEY CONTROL
 TE1917
 TE1917  NAD 83(1986)-  48 36 57.79258(N)    099 01 07.95226(W) AD(       ) 4
 TE1917  NAD 27      -  48 36 57.76678(N)    099 01 06.46156(W) AD(       ) 3
 TE1917
 TE1917.Superseded values are not recommended for survey control.
 TE1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1917.See file dsdata.txt to determine how the superseded data were derived.
 TE1917
 TE1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU9860984776(NAD 83)
 TE1917_MARKER: 55 = TOWER
 TE1917
 TE1917  HISTORY     - Date     Condition        Report By
 TE1917  HISTORY     - 1968     FIRST OBSERVED   USGS
 TE1917
 TE1917                          STATION DESCRIPTION
 TE1917
 TE1917'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (FJH)
 TE1917'BORDER PATROL RADIO TOWER.
 TE1917'
 TE1917'THIS STATION INTERSECTED FROM SIEVERT, CALIO, AND OLMSTEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2055 ***********************************************************************
 TG2055  DESIGNATION -  OLSEN
 TG2055  PID         -  TG2055
 TG2055  STATE/COUNTY-  ND/DIVIDE
 TG2055  USGS QUAD   -  
 TG2055
 TG2055                         *CURRENT SURVEY CONTROL
 TG2055  ___________________________________________________________________
 TG2055* NAD 83(1996)-  49 00 14.99496(N)    103 41 57.77283(W)     ADJUSTED  
 TG2055* NAVD 88     -       699.     (meters)    2293.     (feet)  SCALED    
 TG2055  ___________________________________________________________________
 TG2055  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 TG2055  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 TG2055
 TG2055  HORZ ORDER  -  THIRD
 TG2055
 TG2055.The horizontal coordinates were established by classical geodetic methods
 TG2055.and adjusted by the National Geodetic Survey in January 1998..
 TG2055
 TG2055.The orthometric height was scaled from a topographic map.
 TG2055
 TG2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TG2055
 TG2055.The geoid height was determined by GEOID03.
 TG2055
 TG2055;                    North         East     Units Scale Factor Converg.
 TG2055;SPC ND N     -   227,704.075   365,967.195   MT  1.00006501   -2 22 50.8
 TG2055;SPC ND N     -   747,060.61  1,200,679.77   iFT  1.00006501   -2 22 50.8
 TG2055;UTM  13      - 5,428,733.740   595,121.471   MT  0.99971115   +0 58 54.2
 TG2055
 TG2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TG2055!SPC ND N     -   0.99989344  x   1.00006501  =   0.99995845
 TG2055!UTM  13      -   0.99989344  x   0.99971115  =   0.99960463
 TG2055
 TG2055:                Primary Azimuth Mark                     Grid Az
 TG2055:SPC ND N     -  BOWIE                                    259 22 03.8
 TG2055:UTM  13      -  BOWIE                                    256 00 18.8
 TG2055
 TG2055|---------------------------------------------------------------------|
 TG2055| PID    Reference Object                     Distance      Geod. Az  |
 TG2055|                                                           dddmmss.s |
 TG2055| TG1914 BOWIE                               APPROX. 2.6 KM 2565913.0 |
 TG2055|---------------------------------------------------------------------|
 TG2055
 TG2055                          SUPERSEDED SURVEY CONTROL
 TG2055
 TG2055  NAD 83(1986)-  49 00 14.99775(N)    103 41 57.76439(W) AD(       ) 3
 TG2055
 TG2055.Superseded values are not recommended for survey control.
 TG2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2055.See file dsdata.txt to determine how the superseded data were derived.
 TG2055
 TG2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ9512128734(NAD 83)
 TG2055_MARKER: DD = SURVEY DISK
 TG2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2055_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TG2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2055+STABILITY: SURFACE MOTION
 TG2055
 TG2055  HISTORY     - Date     Condition        Report By
 TG2055  HISTORY     - 1911     MONUMENTED       IBC
 TG2055
 TG2055                          STATION DESCRIPTION
 TG2055
 TG2055'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (CHS)
 TG2055'ABOUT ONE - THIRD MILE NORTH OF THE INTERNATIONAL BOUNDARY MIDWAY
 TG2055'BETWEEN MONUMENTS 593 AND 594, IN SE 1/4 SECTION 5, TOWNSHIP 1, RANGE
 TG2055'13 W, SECOND MERIDIAN.  THE STATION IS ON A PROMINENT KNOLL.
 TG2055'
 TG2055'STATION MARK--A CAIRN OVER A BRONZE DISK MARKED---U.S. AND C.B.
 TG2055'SURVEY---SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1559 ***********************************************************************
 TF1559  DESIGNATION -  OLSON
 TF1559  PID         -  TF1559
 TF1559  STATE/COUNTY-  ND/WARD
 TF1559  USGS QUAD   -  TOLLEY SE (1949)
 TF1559
 TF1559                         *CURRENT SURVEY CONTROL
 TF1559  ___________________________________________________________________
 TF1559* NAD 83(1996)-  48 31 57.75736(N)    101 52 02.41614(W)     ADJUSTED  
 TF1559* NAVD 88     -       594.488  (meters)    1950.42   (feet)  ADJUSTED  
 TF1559  ___________________________________________________________________
 TF1559  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 TF1559  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1559  DYNAMIC HT  -         594.602 (meters)    1950.79  (feet)  COMP
 TF1559  MODELED GRAV-     980,782.2   (mgal)                       NAVD 88
 TF1559
 TF1559  HORZ ORDER  -  SECOND
 TF1559  VERT ORDER  -  SECOND    CLASS 0
 TF1559
 TF1559.The horizontal coordinates were established by classical geodetic methods
 TF1559.and adjusted by the National Geodetic Survey in January 1998..
 TF1559
 TF1559.The orthometric height was determined by differential leveling
 TF1559.and adjusted by the National Geodetic Survey in June 1991..
 TF1559
 TF1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF1559
 TF1559.The geoid height was determined by GEOID03.
 TF1559
 TF1559.The dynamic height is computed by dividing the NAVD 88
 TF1559.geopotential number by the normal gravity value computed on the
 TF1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1559.degrees latitude (g = 980.6199 gals.).
 TF1559
 TF1559.The modeled gravity was interpolated from observed gravity values.
 TF1559
 TF1559;                    North         East     Units Scale Factor Converg.
 TF1559;SPC ND N     -   171,308.898   499,025.536   MT  0.99996641   -1 01 02.9
 TF1559;SPC ND N     -   562,037.07  1,637,222.89   iFT  0.99996641   -1 01 02.9
 TF1559;UTM  14      - 5,379,481.877   288,331.553   MT  1.00015049   -2 08 57.8
 TF1559
 TF1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF1559!SPC ND N     -   0.99990991  x   0.99996641  =   0.99987633
 TF1559!UTM  14      -   0.99990991  x   1.00015049  =   1.00006039
 TF1559
 TF1559:                Primary Azimuth Mark                     Grid Az
 TF1559:SPC ND N     -  GREENE SOURIS R TEL MICRO MST            042 31 52.0
 TF1559:UTM  14      -  GREENE SOURIS R TEL MICRO MST            043 39 46.9
 TF1559
 TF1559|---------------------------------------------------------------------|
 TF1559| PID    Reference Object                     Distance      Geod. Az  |
 TF1559|                                                           dddmmss.s |
 TF1559| TF2244 GREENE SOURIS R TEL MICRO MST       APPROX.23.5 KM 0413049.1 |
 TF1559| TF1558 OLSON RM 1                           30.648 METERS 10017     |
 TF1559| TF1557 OLSON RM 2                           22.098 METERS 15114     |
 TF1559| TF1560 OLSON AZ MK                                        2601222.2 |
 TF1559|---------------------------------------------------------------------|
 TF1559
 TF1559                          SUPERSEDED SURVEY CONTROL
 TF1559
 TF1559  NAD 83(1986)-  48 31 57.75648(N)    101 52 02.41058(W) AD(       ) 2
 TF1559  NAD 27      -  48 31 57.68300(N)    101 52 00.83560(W) AD(       ) 2
 TF1559  NGVD 29 (??/??/92)  594.093  (m)         1949.12   (f) ADJ UNCH    2 0
 TF1559
 TF1559.Superseded values are not recommended for survey control.
 TF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1559.See file dsdata.txt to determine how the superseded data were derived.
 TF1559
 TF1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU8833279482(NAD 83)
 TF1559_MARKER: DS = TRIANGULATION STATION DISK
 TF1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1559_STAMPING: OLSON 1963
 TF1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1559+STABILITY: SURFACE MOTION
 TF1559
 TF1559  HISTORY     - Date     Condition        Report By
 TF1559  HISTORY     - 1963     MONUMENTED       CGS
 TF1559  HISTORY     - 1963     GOOD             CGS
 TF1559
 TF1559                          STATION DESCRIPTION
 TF1559
 TF1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 TF1559'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF U.S. HIGHWAY
 TF1559'52, 1-1/2 MILES NORTH AND 1.0 MILE EAST OF DONNYBROOK IN THE
 TF1559'SOUTHEAST 1/4 OF SECTION 2 AND ON THE PROPERTY OF MR. NALE OLSON.
 TF1559'
 TF1559'TO REACH THE STATION FROM THE POST OFFICE IN DONNYBROOK,
 TF1559'GO NORTH ON COUNTY ROUTE 5 FOR 1.75 MILES TO A T ROAD AND THE
 TF1559'AZIMUTH MARK ON THE RIGHT, TURN RIGHT, GO EAST ON COUNTY ROUTE
 TF1559'7 FOR 0.35 MILE TO A FIELD ENTRANCE ROAD ON THE LEFT, TURN LEFT
 TF1559'AND GO NORTH FOR 250 FEET TO THE STATION MARK.
 TF1559'
 TF1559'THE STATION MARK IS A STANDARD DISK, STAMPED OLSON 1963, SET
 TF1559'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 TF1559'WITH THE GROUND.  IT IS 186 FEET NORTH OF A POWERLINE POLE,
 TF1559'50 FEET NORTHWEST OF THE NORTHWEST SIDE OF A METAL GRAIN BEN
 TF1559'AND 5.5 FEET SOUTHWEST OF THE WITNESS POST.
 TF1559'
 TF1559'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OLSON NO 1
 TF1559'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1559'WHICH IS FLUSH WITH THE GROUND.  IT IS 94.4 FEET EAST-SOUTHEAST
 TF1559'OF THE WITNESS POST, 16.8 FEET WEST OF THE NORTHWEST CORNER OF
 TF1559'A WOOD GRAIN BEN AND 1.5 FEET NORTH OF THE NORTH SIDE OF METAL
 TF1559'GRAIN BEN.
 TF1559'
 TF1559'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OLSON NO 2
 TF1559'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TF1559'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 72.8
 TF1559'FEET SOUTHEAST OF THE WITNESS POST, 134 FEET NORTHEAST OF A
 TF1559'POWERLINE POLE AND 30.8 FEET SOUTH-SOUTHWEST OF THE DOOR ON
 TF1559'METAL GRAIN BEN.
 TF1559'
 TF1559'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OLSON 1963, SET
 TF1559'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TF1559'2 INCHES.  IT IS 75 FEET SOUTH OF THE CENTER OF COUNTY ROUTE
 TF1559'7, 74 FEET EAST OF THE CENTER OF COUNTY ROUTE 5, 4.3 FEET NORTH
 TF1559'OF A TELEPHONE POLE AND 1.6 FEET NORTH OF THE WITNESS POST.
 TF1559
 TF1559                          STATION RECOVERY (1963)
 TF1559
 TF1559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 TF1559'2.1 MI NE FROM DONNYBROOK.
 TF1559'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1559'STATION AT DONNYBROOK, THENCE 0.4 MILES EAST ALONG COUNTY ROAD 7, AT A
 TF1559'SMALL GROVE OF TREES, 262 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TF1559'184 FEET NORTH OF A POWER POLE, 64 FEET SOUTH OF THE MOST WESTERLY ONE
 TF1559'OF 4 BOX ELDER TREES, 100.5 FEET NORTHWEST OF OLSON R.M. 1, 72.5 FEET
 TF1559'NORTHWEST OF OLSON R.M. 2, 6.5 FEET WEST OF A METAL WITNESS POST AND
 TF1559'SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0795 ***********************************************************************
 SO0795  DESIGNATION -  OLSON
 SO0795  PID         -  SO0795
 SO0795  STATE/COUNTY-  ND/MCKENZIE
 SO0795  USGS QUAD   -  LONE BUTTE NW (1959)
 SO0795
 SO0795                         *CURRENT SURVEY CONTROL
 SO0795  ___________________________________________________________________
 SO0795* NAD 83(1996)-  47 38 37.50517(N)    103 07 54.63836(W)     ADJUSTED  
 SO0795* NAVD 88     -       799.6    (meters)    2623.     (feet)  VERTCON   
 SO0795  ___________________________________________________________________
 SO0795  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 SO0795  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 SO0795
 SO0795  HORZ ORDER  -  THIRD
 SO0795
 SO0795.The horizontal coordinates were established by classical geodetic methods
 SO0795.and adjusted by the National Geodetic Survey in January 1998..
 SO0795
 SO0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0795
 SO0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 SO0795
 SO0795.The geoid height was determined by GEOID03.
 SO0795
 SO0795;                    North         East     Units Scale Factor Converg.
 SO0795;SPC ND N     -    74,951.738   402,294.747   MT  0.99996528   -1 57 30.4
 SO0795;SPC ND N     -   245,904.65  1,319,864.66   iFT  0.99996528   -1 57 30.4
 SO0795;UTM  13      - 5,278,396.551   640,310.479   MT  0.99984193   +1 22 50.6
 SO0795
 SO0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SO0795!SPC ND N     -   0.99987743  x   0.99996528  =   0.99984271
 SO0795!UTM  13      -   0.99987743  x   0.99984193  =   0.99971938
 SO0795
 SO0795:                Primary Azimuth Mark                     Grid Az
 SO0795:SPC ND N     -  ROUGH                                    330 54 49.8
 SO0795:UTM  13      -  ROUGH                                    327 34 28.8
 SO0795
 SO0795|---------------------------------------------------------------------|
 SO0795| PID    Reference Object                     Distance      Geod. Az  |
 SO0795|                                                           dddmmss.s |
 SO0795| SO0796 ROUGH                               APPROX. 3.3 KM 3285719.4 |
 SO0795|---------------------------------------------------------------------|
 SO0795
 SO0795                          SUPERSEDED SURVEY CONTROL
 SO0795
 SO0795  NAD 83(1986)-  47 38 37.50151(N)    103 07 54.62611(W) AD(       ) 3
 SO0795  NAD 27      -  47 38 37.45835(N)    103 07 52.95137(W) AD(       ) 3
 SO0795  NGVD 29 (07/19/86)  799.1    (m)         2622.     (f) VERT ANG       
 SO0795
 SO0795.Superseded values are not recommended for survey control.
 SO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0795.See file dsdata.txt to determine how the superseded data were derived.
 SO0795
 SO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN4031078397(NAD 83)
 SO0795_MARKER: DD = SURVEY DISK
 SO0795_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SO0795_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SO0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SO0795
 SO0795  HISTORY     - Date     Condition        Report By
 SO0795  HISTORY     - 1957     MONUMENTED       USGS
 SO0795
 SO0795                          STATION DESCRIPTION
 SO0795
 SO0795'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 SO0795'STATION IS LOCATED ABOUT 10.5 MI S. AND 7.0 MI E. OF WATFORD CITY IN
 SO0795'THE NW. 1/4 SEC. 14, T. 148 N., R. 98 W., ON LAND OWNED AND OCCUPIED
 SO0795'BY GORDON OLSON, ON THE HIGHEST POINT OF THE HILL, THE HIGHEST IN THE
 SO0795'VICINITY, ABOUT 660 FT S. AND 67 FT W. OF A FENCE CORNER, RIGHT ANGLE
 SO0795'BEND IN FENCE FROM N. TO E.  A STANDARD TABLET STAMPED---OLSON 1957---
 SO0795'WELDED IN TOP OF A 3 IN. IRON PIPE PROJECTING ABOUT 4 IN. ABOVE THE
 SO0795'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1560 ***********************************************************************
 TF1560  DESIGNATION -  OLSON AZ MK
 TF1560  PID         -  TF1560
 TF1560  STATE/COUNTY-  ND/WARD
 TF1560  USGS QUAD   -  DONNYBROOK (1948)
 TF1560
 TF1560                         *CURRENT SURVEY CONTROL
 TF1560  ___________________________________________________________________
 TF1560* NAD 83(1986)-  48 31 55.     (N)    101 52 32.     (W)     SCALED    
 TF1560* NAVD 88     -       594.683  (meters)    1951.06   (feet)  ADJUSTED  
 TF1560  ___________________________________________________________________
 TF1560  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 TF1560  DYNAMIC HT  -         594.797 (meters)    1951.43  (feet)  COMP
 TF1560  MODELED GRAV-     980,782.5   (mgal)                       NAVD 88
 TF1560
 TF1560  VERT ORDER  -  SECOND    CLASS 0
 TF1560
 TF1560.The horizontal coordinates were scaled from a topographic map and have
 TF1560.an estimated accuracy of +/- 6 seconds.
 TF1560
 TF1560.The orthometric height was determined by differential leveling
 TF1560.and adjusted by the National Geodetic Survey in June 1991..
 TF1560
 TF1560.The geoid height was determined by GEOID03.
 TF1560
 TF1560.The dynamic height is computed by dividing the NAVD 88
 TF1560.geopotential number by the normal gravity value computed on the
 TF1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1560.degrees latitude (g = 980.6199 gals.).
 TF1560
 TF1560.The modeled gravity was interpolated from observed gravity values.
 TF1560
 TF1560;                    North         East    Units  Estimated Accuracy
 TF1560;SPC ND N     -   171,240.      498,420.      MT  (+/- 180 meters Scaled)
 TF1560
 TF1560                          SUPERSEDED SURVEY CONTROL
 TF1560
 TF1560  NGVD 29 (??/??/92)  594.288  (m)         1949.76   (f) ADJ UNCH    2 0
 TF1560
 TF1560.Superseded values are not recommended for survey control.
 TF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1560.See file dsdata.txt to determine how the superseded data were derived.
 TF1560
 TF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU877794(NAD 83)
 TF1560_MARKER: DZ = AZIMUTH MARK DISK
 TF1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1560_STAMPING: OLSON 1963
 TF1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1560+STABILITY: SURFACE MOTION
 TF1560
 TF1560  HISTORY     - Date     Condition        Report By
 TF1560  HISTORY     - 1963     MONUMENTED       CGS
 TF1560
 TF1560                          STATION DESCRIPTION
 TF1560
 TF1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1560'1.7 MI N FROM DONNYBROOK.
 TF1560'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1560'STATION AT DONNYBROOK, AT THE JUNCTION WITH COUNTY ROAD 7, 146 FEET
 TF1560'NORTHEAST OF THE CENTER LINE OF A CURVE IN THE ROAD, 74 FEET SOUTH OF
 TF1560'THE CENTER LINE OF COUNTY ROAD 7, 4 FEET NORTH OF A TELEPHONE POLE, 1
 TF1560'FOOT WEST OF A ROW OF POLES, 1.5 FEET NORTH OF A METAL WITNESS POST
 TF1560'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1558 ***********************************************************************
 TF1558  DESIGNATION -  OLSON RM 1
 TF1558  PID         -  TF1558
 TF1558  STATE/COUNTY-  ND/WARD
 TF1558  USGS QUAD   -  TOLLEY SE (1949)
 TF1558
 TF1558                         *CURRENT SURVEY CONTROL
 TF1558  ___________________________________________________________________
 TF1558* NAD 83(1986)-  48 31 57.     (N)    101 52 02.     (W)     SCALED    
 TF1558* NAVD 88     -       594.446  (meters)    1950.28   (feet)  ADJUSTED  
 TF1558  ___________________________________________________________________
 TF1558  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1558  DYNAMIC HT  -         594.559 (meters)    1950.65  (feet)  COMP
 TF1558  MODELED GRAV-     980,782.2   (mgal)                       NAVD 88
 TF1558
 TF1558  VERT ORDER  -  SECOND    CLASS 0
 TF1558
 TF1558.The horizontal coordinates were scaled from a topographic map and have
 TF1558.an estimated accuracy of +/- 6 seconds.
 TF1558
 TF1558.The orthometric height was determined by differential leveling
 TF1558.and adjusted by the National Geodetic Survey in June 1991..
 TF1558
 TF1558.The geoid height was determined by GEOID03.
 TF1558
 TF1558.The dynamic height is computed by dividing the NAVD 88
 TF1558.geopotential number by the normal gravity value computed on the
 TF1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1558.degrees latitude (g = 980.6199 gals.).
 TF1558
 TF1558.The modeled gravity was interpolated from observed gravity values.
 TF1558
 TF1558;                    North         East    Units  Estimated Accuracy
 TF1558;SPC ND N     -   171,290.      499,030.      MT  (+/- 180 meters Scaled)
 TF1558
 TF1558                          SUPERSEDED SURVEY CONTROL
 TF1558
 TF1558  NGVD 29 (??/??/92)  594.050  (m)         1948.98   (f) ADJ UNCH    2 0
 TF1558
 TF1558.Superseded values are not recommended for survey control.
 TF1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1558.See file dsdata.txt to determine how the superseded data were derived.
 TF1558
 TF1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU883794(NAD 83)
 TF1558_MARKER: DR = REFERENCE MARK DISK
 TF1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1558_STAMPING: OLSON NO 1 1963
 TF1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1558+STABILITY: SURFACE MOTION
 TF1558
 TF1558  HISTORY     - Date     Condition        Report By
 TF1558  HISTORY     - 1963     MONUMENTED       CGS
 TF1558
 TF1558                          STATION DESCRIPTION
 TF1558
 TF1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1558'2.1 MI NE FROM DONNYBROOK.
 TF1558'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1558'STATION AT DONNYBROOK, THENCE 0.4 MILES EAST ALONG COUNTY ROAD 7, AT A
 TF1558'SMALL GROVE OF TREES, 100.5 FEET SOUTHEAST OF OLSON 1963, 82 FEET
 TF1558'SOUTH OF A LONE FORKED BOX ELDER TREE AND SET IN THE TOP OF A CONCRETE
 TF1558'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1557 ***********************************************************************
 TF1557  DESIGNATION -  OLSON RM 2
 TF1557  PID         -  TF1557
 TF1557  STATE/COUNTY-  ND/WARD
 TF1557  USGS QUAD   -  TOLLEY SE (1949)
 TF1557
 TF1557                         *CURRENT SURVEY CONTROL
 TF1557  ___________________________________________________________________
 TF1557* NAD 83(1986)-  48 31 57.     (N)    101 52 02.     (W)     SCALED    
 TF1557* NAVD 88     -       594.598  (meters)    1950.78   (feet)  ADJUSTED  
 TF1557  ___________________________________________________________________
 TF1557  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 TF1557  DYNAMIC HT  -         594.712 (meters)    1951.15  (feet)  COMP
 TF1557  MODELED GRAV-     980,782.2   (mgal)                       NAVD 88
 TF1557
 TF1557  VERT ORDER  -  SECOND    CLASS 0
 TF1557
 TF1557.The horizontal coordinates were scaled from a topographic map and have
 TF1557.an estimated accuracy of +/- 6 seconds.
 TF1557
 TF1557.The orthometric height was determined by differential leveling
 TF1557.and adjusted by the National Geodetic Survey in June 1991..
 TF1557
 TF1557.The geoid height was determined by GEOID03.
 TF1557
 TF1557.The dynamic height is computed by dividing the NAVD 88
 TF1557.geopotential number by the normal gravity value computed on the
 TF1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1557.degrees latitude (g = 980.6199 gals.).
 TF1557
 TF1557.The modeled gravity was interpolated from observed gravity values.
 TF1557
 TF1557;                    North         East    Units  Estimated Accuracy
 TF1557;SPC ND N     -   171,290.      499,030.      MT  (+/- 180 meters Scaled)
 TF1557
 TF1557                          SUPERSEDED SURVEY CONTROL
 TF1557
 TF1557  NGVD 29 (??/??/92)  594.203  (m)         1949.48   (f) ADJ UNCH    2 0
 TF1557
 TF1557.Superseded values are not recommended for survey control.
 TF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1557.See file dsdata.txt to determine how the superseded data were derived.
 TF1557
 TF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU883794(NAD 83)
 TF1557_MARKER: DR = REFERENCE MARK DISK
 TF1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1557_STAMPING: OLSON NO 2 1963
 TF1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1557+STABILITY: SURFACE MOTION
 TF1557
 TF1557  HISTORY     - Date     Condition        Report By
 TF1557  HISTORY     - 1963     MONUMENTED       CGS
 TF1557
 TF1557                          STATION DESCRIPTION
 TF1557
 TF1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1557'2.1 MI NE FROM DONNYBROOK.
 TF1557'ABOUT 1.7 MILES NORTH ALONG COUNTY ROAD 5 FROM THE SOO LINE RAILROAD
 TF1557'STATION AT DONNYBROOK, THENCE 0.4 MILES EAST ALONG COUNTY ROAD 7, AT A
 TF1557'SMALL GROVE OF TREES, 202 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 TF1557'72.5 FEET SOUTHWEST OF OLSON 1963 AND SET IN THE TOP OF A CONCRETE
 TF1557'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1209 ***********************************************************************
 SM1209  DESIGNATION -  ONTARIO
 SM1209  PID         -  SM1209
 SM1209  STATE/COUNTY-  ND/WELLS
 SM1209  USGS QUAD   -  MANFRED SE (1950)
 SM1209
 SM1209                         *CURRENT SURVEY CONTROL
 SM1209  ___________________________________________________________________
 SM1209* NAD 83(1996)-  47 35 00.67028(N)    099 45 42.42103(W)     ADJUSTED  
 SM1209* NAVD 88     -       511.58   (+/-2cm)    1678.4    (feet)  VERTCON   
 SM1209  ___________________________________________________________________
 SM1209  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 SM1209  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 SM1209
 SM1209  HORZ ORDER  -  FIRST
 SM1209  VERT ORDER  -  THIRD ? (See Below)
 SM1209
 SM1209.The horizontal coordinates were established by classical geodetic methods
 SM1209.and adjusted by the National Geodetic Survey in January 1998..
 SM1209
 SM1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM1209.The vertical order pertains to the NGVD 29 superseded value.
 SM1209
 SM1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SM1209
 SM1209.The geoid height was determined by GEOID03.
 SM1209
 SM1209;                    North         East     Units Scale Factor Converg.
 SM1209;SPC ND N     -    65,142.151   655,529.286   MT  0.99997386   +0 32 57.6
 SM1209;SPC ND N     -   213,720.97  2,150,686.63   iFT  0.99997386   +0 32 57.6
 SM1209;UTM  14      - 5,270,292.971   442,718.662   MT  0.99964032   -0 33 44.7
 SM1209
 SM1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SM1209!SPC ND N     -   0.99992334  x   0.99997386  =   0.99989720
 SM1209!UTM  14      -   0.99992334  x   0.99964032  =   0.99956368
 SM1209
 SM1209|---------------------------------------------------------------------|
 SM1209| PID    Reference Object                     Distance      Geod. Az  |
 SM1209|                                                           dddmmss.s |
 SM1209| CO6567 ONTARIO RM 1                         27.132 METERS 04045     |
 SM1209| SM1206 FESSENDEN MUNICIPAL TANK            APPROX.12.2 KM 0542739.5 |
 SM1209| SM1205 EMRICK GRAIN CO ELEVATOR            APPROX.18.9 KM 0860426.9 |
 SM1209| SM1197 HEATON MONARCH ELEV CO ELEV         APPROX.20.0 KM 1262152.5 |
 SM1209| CO6566 ONTARIO AZ MK                                      1311748.5 |
 SM1209| SM1198 BOWDON JOHNSON AND SON ELEV         APPROX.13.5 KM 1631659.7 |
 SM1209| CO6568 ONTARIO RM 2                         29.278 METERS 16743     |
 SM1209| SM1199 CHASELEY GRAIN CO ELEVATOR          APPROX.15.2 KM 1951319.0 |
 SM1209|---------------------------------------------------------------------|
 SM1209
 SM1209                          SUPERSEDED SURVEY CONTROL
 SM1209
 SM1209  NAD 83(1986)-  47 35 00.67620(N)    099 45 42.41960(W) AD(       ) 1
 SM1209  NAD 27      -  47 35 00.68410(N)    099 45 40.97550(W) AD(       ) 1
 SM1209  NGVD 29 (07/19/86)  511.19   (m)         1677.1    (f) LEVELING    3  
 SM1209
 SM1209.Superseded values are not recommended for survey control.
 SM1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1209.See file dsdata.txt to determine how the superseded data were derived.
 SM1209
 SM1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT4271970293(NAD 83)
 SM1209_MARKER: DS = TRIANGULATION STATION DISK
 SM1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM1209
 SM1209  HISTORY     - Date     Condition        Report By
 SM1209  HISTORY     - 1941     MONUMENTED       CGS
 SM1209  HISTORY     - 1960     GOOD             CGS
 SM1209  HISTORY     - 1969     GOOD             USAF
 SM1209
 SM1209                          STATION DESCRIPTION
 SM1209
 SM1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 SM1209'STATION IS LOCATED ABOUT 9 MILES N OF THE TOWN OF BOWDON, IN
 SM1209'THE NE 1/4 SEC. 6, T. 147 N, R. 71 W, ON LAND OWNED BY JOHN
 SM1209'OLSCHLAGER AND OCCUPIED BY FRED MUHLBEIR.  IT IS 144 FEET SW
 SM1209'OF THE SW CORNER OF THE MUHLBEIR HOUSE, 87 FEET N OF THE NW
 SM1209'CORNER OF A TIN SHED, 45 FEET S OF THE SW CORNER OF A RED SHED
 SM1209'AND 15 FEET E OF A FENCE.  IT IS STAMPED ONTARIO 1941 AND IS
 SM1209'SET FLUSH WITH THE GROUND.
 SM1209'
 SM1209'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 SM1209'BRONZE DISKS SET IN CONCRETE.
 SM1209'
 SM1209'REFERENCE MARK NO. 1 IS NE OF THE STATION, 30 FEET E OF THE NE
 SM1209'CORNER OF A RED SHED, 12 FEET W OF A FENCE CORNER AND 1 FOOT
 SM1209'S OF A FENCE.  IT IS STAMPED ONTARIO NO. 1 1941 AND IS SET FLUSH
 SM1209'WITH THE GROUND.
 SM1209'
 SM1209'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 21 FEET E OF THE
 SM1209'NW CORNER OF A TIN SHED, 10 FEET W OF THE NE CORNER OF A TIN
 SM1209'SHED AND 1 FOOT N OF THE N SIDE OF THE SHED.  IT IS STAMPED
 SM1209'ONTARIO NO. 2 1941 AND PROJECTS ABOUT 8 INCHES.
 SM1209'
 SM1209'THE AZIMUTH MARK IS SE OF THE STATION, 43 FEET W OF THE CENTER
 SM1209'LINE OF A N-S DIRT ROAD, 15 FEET SW OF THE CENTER OF A FARM
 SM1209'LANE, 9 FEET W OF A FENCE CORNER AND 3 FEET W OF A WHITE
 SM1209'REFERENCE POST.  IT IS STAMPED ONTARIO 1941 AND PROJECTS ABOUT
 SM1209'8 INCHES.
 SM1209'
 SM1209'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 SM1209'STATE HIGHWAY 7, ABOUT 4 MILES W OF THE TOWN OF HEATON, GO W
 SM1209'ON STATE HIGHWAY 7 FOR 5 MILES TO A SHARP TURN LEFT, CONTINUE
 SM1209'STRAIGHT AHEAD ON A DIRT ROAD FOR 1 MILE TO A DIRT CROSS ROAD,
 SM1209'TURN RIGHT AND GO N ON DIRT ROAD FOR 8.5 MILES TO A FARM LANE
 SM1209'LEFT AND THE AZIMUTH MARK IN THE SW ANGLE, TURN LEFT ON FARM
 SM1209'LAND AND GO 0.35 MILE TO THE STATION NEAR THE MUHLBEIR HOUSE.
 SM1209'
 SM1209'A 37-FOOT SIGNAL AT STATION COTTON IS VISIBLE AT 37 FEET.
 SM1209'
 SM1209'A 50-FOOT SIGNAL AT STATION SPEED IS VISIBLE AT 37 FEET.
 SM1209'
 SM1209'A 37-FOOT SIGNAL AT STATION BOWDON IS VISIBLE FROM GROUND.
 SM1209'
 SM1209'A 24-FOOT SIGNAL AT STATION HURD IS VISIBLE FROM GROUND.
 SM1209'
 SM1209'A 24-FOOT SIGNAL AT STATION CRYSTAL IS VISIBLE FROM GROUND.
 SM1209'
 SM1209'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 SM1209
 SM1209                          STATION RECOVERY (1960)
 SM1209
 SM1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 SM1209'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 SM1209'CONDITION.
 SM1209'
 SM1209'THE ORIGINAL DESCRIPTION IS ACCURATE AS FAR AS THE AZIMUTH
 SM1209'MARK.  FROM THERE CONTINUE NORTH ON MAIN ROAD FOR 0.15 MILE TO A
 SM1209'FARM LANE ON THE LEFT, TURN LEFT AND GO WEST FOR 0.2 MILE TO
 SM1209'FARMHOUSE AND STATION TO SOUTHWEST AS DESCRIBED.
 SM1209
 SM1209                          STATION RECOVERY (1969)
 SM1209
 SM1209'RECOVERY NOTE BY US AIR FORCE 1969
 SM1209'STATION, THE AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 SM1209'RECOVERED IN GOOD CONDITION.
 SM1209'
 SM1209'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 SM1209'
 SM1209'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HARVEY, NORTH
 SM1209'DAKOTA, GO SOUTH ON MAIN STREET FOR TWO BLOCKS TO ITS INTERSECTION
 SM1209'WITH U.S. HIGHWAY BUSINESS 52.  TURN LEFT ON BUSINESS 52 FOR
 SM1209'2.25 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 52.  THENCE LEFT
 SM1209'(EAST) ON HIGHWAY 52 FOR 9.25 MILES TO A GRAVEL ROAD RIGHT
 SM1209'(SOUTH) AT MANFRED.  GO SOUTH ON GRAVEL ROAD FOR 1.35 MILES,
 SM1209'TURN RIGHT (WEST) A T-INTERSECTION FOR 0.5 MILE.  THEN LEFT
 SM1209'(SOUTH) FOR 2.45 MILES TO A PAVED ROAD.  CROSS THE PAVED ROAD,
 SM1209'AND CONTINUE FOUR (0.4) MILES TO A LANE RIGHT, LEADING TO THE
 SM1209'HOME OF HAROLD OLSCHLAGER.  (TO REACH THE AZIMUTH MARK FROM HERE,
 SM1209'GO SOUTH FOR 0.15 MILE TO THE MONUMENT AND WITNESS POST ON
 SM1209'THE RIGHT.) ENTER LANE FOR 0.25 MILE TO THE STATION ON THE
 SM1209'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0642 ***********************************************************************
 RP0642  DESIGNATION -  ORISKA
 RP0642  PID         -  RP0642
 RP0642  STATE/COUNTY-  ND/BARNES
 RP0642  USGS QUAD   -  ORISKA (1971)
 RP0642
 RP0642                         *CURRENT SURVEY CONTROL
 RP0642  ___________________________________________________________________
 RP0642* NAD 83(1996)-  46 54 06.57807(N)    097 45 58.98109(W)     ADJUSTED  
 RP0642* NAVD 88     -       381.756  (meters)    1252.48   (feet)  ADJUSTED  
 RP0642  ___________________________________________________________________
 RP0642  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 RP0642  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 RP0642  DYNAMIC HT  -         381.785 (meters)    1252.57  (feet)  COMP
 RP0642  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 RP0642
 RP0642  HORZ ORDER  -  FIRST
 RP0642  VERT ORDER  -  FIRST     CLASS II
 RP0642
 RP0642.The horizontal coordinates were established by classical geodetic methods
 RP0642.and adjusted by the National Geodetic Survey in January 1998..
 RP0642
 RP0642.The orthometric height was determined by differential leveling
 RP0642.and adjusted by the National Geodetic Survey in June 1991..
 RP0642
 RP0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0642
 RP0642.The geoid height was determined by GEOID03.
 RP0642
 RP0642.The dynamic height is computed by dividing the NAVD 88
 RP0642.geopotential number by the normal gravity value computed on the
 RP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0642.degrees latitude (g = 980.6199 gals.).
 RP0642
 RP0642.The modeled gravity was interpolated from observed gravity values.
 RP0642
 RP0642;                    North         East     Units Scale Factor Converg.
 RP0642;SPC ND S     -   140,920.240   808,233.185   MT  0.99993654   +1 59 37.9
 RP0642;SPC ND S     -   462,336.75  2,651,683.68   iFT  0.99993654   +1 59 37.9
 RP0642;UTM  14      - 5,194,993.247   593,957.572   MT  0.99970850   +0 54 03.0
 RP0642
 RP0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0642!SPC ND S     -   0.99994415  x   0.99993654  =   0.99988069
 RP0642!UTM  14      -   0.99994415  x   0.99970850  =   0.99965266
 RP0642
 RP0642:                Primary Azimuth Mark                     Grid Az
 RP0642:SPC ND S     -  ORISKA AZ MK RESET                       358 03 52.0
 RP0642:UTM  14      -  ORISKA AZ MK RESET                       359 09 26.9
 RP0642
 RP0642|---------------------------------------------------------------------|
 RP0642| PID    Reference Object                     Distance      Geod. Az  |
 RP0642|                                                           dddmmss.s |
 RP0642| RP0641 ORISKA AZ MK RESET                                 0000329.9 |
 RP0642| CO6576 ORISKA AZ MK                                       0000329.8 |
 RP0642| RP0609 BUFFALO                             APPROX.17.6 KM 0890904.1 |
 RP0642| RP0643 ORISKA RM 1                          18.170 METERS 19339     |
 RP0642| RP0644 ORISKA RM 2                          24.961 METERS 26736     |
 RP0642|---------------------------------------------------------------------|
 RP0642
 RP0642                          SUPERSEDED SURVEY CONTROL
 RP0642
 RP0642  NAD 83(1986)-  46 54 06.58072(N)    097 45 58.96881(W) AD(       ) 1
 RP0642  NAD 27      -  46 54 06.67100(N)    097 45 57.59300(W) AD(       ) 1
 RP0642
 RP0642.Superseded values are not recommended for survey control.
 RP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0642.See file dsdata.txt to determine how the superseded data were derived.
 RP0642
 RP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS9395894993(NAD 83)
 RP0642_MARKER: DS = TRIANGULATION STATION DISK
 RP0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0642_SP_SET: CONCRETE POST
 RP0642_STAMPING: ORISKA 1954
 RP0642_MARK LOGO: CGS   
 RP0642_PROJECTION: PROJECTING 15 CENTIMETERS
 RP0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0642+STABILITY: SURFACE MOTION
 RP0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0642+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 RP0642
 RP0642  HISTORY     - Date     Condition        Report By
 RP0642  HISTORY     - 1954     MONUMENTED       CGS
 RP0642  HISTORY     - 1982     GOOD             LOCENG
 RP0642  HISTORY     - 1982     GOOD             NGS
 RP0642  HISTORY     - 20030110 GOOD             NDDT
 RP0642
 RP0642                          STATION DESCRIPTION
 RP0642
 RP0642'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (MF)
 RP0642'ORISKA 1954 RECOVERED GOOD.
 RP0642'
 RP0642'ORISKA 1954 RESET 1959 (AZ MK) RECOVERED GOOD.
 RP0642'
 RP0642'DID NOT LOOK FOR R.M.
 RP0642
 RP0642                          STATION RECOVERY (1982)
 RP0642
 RP0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0642'3.8 KM (2.35 MI) SE FROM ORISKA.
 RP0642'1.7 KM (1.05 MI) SOUTH ALONG STATE ROUTE 32 FROM THE INTERSECTION WITH
 RP0642'INTERSTATE HIGHWAY 94 (ORISKA INTERCHANGE, EXIT 73) WHICH IS 1.3 KM
 RP0642'(0.8 MI) SOUTH OF ORISKA, THENCE 1.7 KM (1.05 MI) EAST ALONG A GRAVEL
 RP0642'ROAD, THENCE 0.4 KM (0.25 MI) SOUTH ALONG A FIELD ROAD TO THE MARK, AT
 RP0642'A SMALL GROVE OF TREES, 14.33 METERS (47.0 FT) WEST OF A FIELD ROAD,
 RP0642'2.13 METERS (7.0 FT) SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD,
 RP0642'AND 1.83 METERS (6.0 FT) NORTH OF THE NORTH EDGE OF A GROVE OF TREES.
 RP0642'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RP0642'THE MARK IS 0.15 M ABOVE FIELD ROAD.
 RP0642
 RP0642                          STATION RECOVERY (2003)
 RP0642
 RP0642'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (LP)
 RP0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0641 ***********************************************************************
 RP0641  DESIGNATION -  ORISKA AZ MK RESET
 RP0641  PID         -  RP0641
 RP0641  STATE/COUNTY-  ND/BARNES
 RP0641  USGS QUAD   -  ORISKA (1971)
 RP0641
 RP0641                         *CURRENT SURVEY CONTROL
 RP0641  ___________________________________________________________________
 RP0641* NAD 83(1986)-  46 55 09.     (N)    097 46 02.     (W)     SCALED    
 RP0641* NAVD 88     -       378.838  (meters)    1242.90   (feet)  ADJUSTED  
 RP0641  ___________________________________________________________________
 RP0641  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 RP0641  DYNAMIC HT  -         378.868 (meters)    1243.00  (feet)  COMP
 RP0641  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 RP0641
 RP0641  VERT ORDER  -  FIRST     CLASS II
 RP0641
 RP0641.The horizontal coordinates were scaled from a topographic map and have
 RP0641.an estimated accuracy of +/- 6 seconds.
 RP0641
 RP0641.The orthometric height was determined by differential leveling
 RP0641.and adjusted by the National Geodetic Survey in June 1991..
 RP0641
 RP0641.The geoid height was determined by GEOID03.
 RP0641
 RP0641.The dynamic height is computed by dividing the NAVD 88
 RP0641.geopotential number by the normal gravity value computed on the
 RP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0641.degrees latitude (g = 980.6199 gals.).
 RP0641
 RP0641.The modeled gravity was interpolated from observed gravity values.
 RP0641
 RP0641;                    North         East    Units  Estimated Accuracy
 RP0641;SPC ND S     -   142,840.      808,100.      MT  (+/- 180 meters Scaled)
 RP0641
 RP0641                          SUPERSEDED SURVEY CONTROL
 RP0641
 RP0641.No superseded survey control is available for this station.
 RP0641
 RP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS938969(NAD 83)
 RP0641_MARKER: DZ = AZIMUTH MARK DISK
 RP0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0641_SP_SET: CONCRETE POST
 RP0641_STAMPING: ORISKA 1954 RESET 1959
 RP0641_MARK LOGO: CGS   
 RP0641_PROJECTION: FLUSH
 RP0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0641+STABILITY: SURFACE MOTION
 RP0641
 RP0641  HISTORY     - Date     Condition        Report By
 RP0641  HISTORY     - 1959     MONUMENTED       CGS
 RP0641  HISTORY     - 1982     GOOD             NGS
 RP0641
 RP0641                          STATION DESCRIPTION
 RP0641
 RP0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0641'2.1 KM (1.3 MI) SE FROM ORISKA.
 RP0641'1.7 KM (1.05 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE ROUTE
 RP0641'32 OVERPASS (ORISKA INTERCHANGE, EXIT 73) WHICH IS 1.3 KM (0.8 MI)
 RP0641'SOUTH OF ORISKA, ABOUT 55 METERS (180 FT) SOUTH OF THE CENTERLINE OF
 RP0641'INTERSTATE HIGHWAY 94 EASTBOUND, ALSO, 2.0 KM (1.25 MI) NORTH ALONG A
 RP0641'FIELD ROAD FROM TRIANGULATION STATION ORISKA, 18.29 METERS (60.0 FT)
 RP0641'NORTHWEST OF A BILLBOARD SIGN, 13.41 METERS (44.0 FT) WEST OF A DIM
 RP0641'SECTION LINE ROAD, 0.61 METERS (2.0 FT) WEST OF A WOODEN FOUR BY FOUR
 RP0641'INCH POST, AND 0.30 METERS (1.0 FT) SOUTH OF A FENCE LINE.
 RP0641'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0643 ***********************************************************************
 RP0643  DESIGNATION -  ORISKA RM 1
 RP0643  PID         -  RP0643
 RP0643  STATE/COUNTY-  ND/BARNES
 RP0643  USGS QUAD   -  ORISKA (1971)
 RP0643
 RP0643                         *CURRENT SURVEY CONTROL
 RP0643  ___________________________________________________________________
 RP0643* NAD 83(1986)-  46 54 06.     (N)    097 46 03.     (W)     SCALED    
 RP0643* NAVD 88     -       381.589  (meters)    1251.93   (feet)  ADJUSTED  
 RP0643  ___________________________________________________________________
 RP0643  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 RP0643  DYNAMIC HT  -         381.617 (meters)    1252.02  (feet)  COMP
 RP0643  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 RP0643
 RP0643  VERT ORDER  -  FIRST     CLASS II
 RP0643
 RP0643.The horizontal coordinates were scaled from a topographic map and have
 RP0643.an estimated accuracy of +/- 6 seconds.
 RP0643
 RP0643.The orthometric height was determined by differential leveling
 RP0643.and adjusted by the National Geodetic Survey in June 1991..
 RP0643
 RP0643.The geoid height was determined by GEOID03.
 RP0643
 RP0643.The dynamic height is computed by dividing the NAVD 88
 RP0643.geopotential number by the normal gravity value computed on the
 RP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0643.degrees latitude (g = 980.6199 gals.).
 RP0643
 RP0643.The modeled gravity was interpolated from observed gravity values.
 RP0643
 RP0643;                    North         East    Units  Estimated Accuracy
 RP0643;SPC ND S     -   140,900.      808,150.      MT  (+/- 180 meters Scaled)
 RP0643
 RP0643                          SUPERSEDED SURVEY CONTROL
 RP0643
 RP0643.No superseded survey control is available for this station.
 RP0643
 RP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS938949(NAD 83)
 RP0643_MARKER: DR = REFERENCE MARK DISK
 RP0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0643_SP_SET: CONCRETE POST
 RP0643_STAMPING: ORISKA NO 1 1954
 RP0643_MARK LOGO: CGS   
 RP0643_PROJECTION: PROJECTING 7 CENTIMETERS
 RP0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0643+STABILITY: SURFACE MOTION
 RP0643
 RP0643  HISTORY     - Date     Condition        Report By
 RP0643  HISTORY     - 1954     MONUMENTED       CGS
 RP0643  HISTORY     - 1982     GOOD             NGS
 RP0643
 RP0643                          STATION DESCRIPTION
 RP0643
 RP0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0643'3.8 KM (2.35 MI) SE FROM ORISKA.
 RP0643'1.7 KM (1.05 MI) SOUTH ALONG STATE ROUTE 32 FROM THE INTERSECTION WITH
 RP0643'INTERSTATE HIGHWAY 94 (ORISKA INTERCHANGE, EXIT 73) WHICH IS 1.3 KM
 RP0643'(0.8 MI) SOUTH OF ORISKA, THENCE 1.7 KM (1.05 MI) EAST ALONG A GRAVEL
 RP0643'ROAD, THENCE 0.4 KM (0.25 MI) SOUTH ALONG A FIELD ROAD TO THE MARK, IN
 RP0643'A SMALL GROVE OF TREES, 18.17 METERS (59.61 FT) SOUTH OF TRIANGULATION
 RP0643'STATION ORISKA AND 15.85 METERS (52.0 FT) WEST OF A FIELD ROAD.
 RP0643'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0644 ***********************************************************************
 RP0644  DESIGNATION -  ORISKA RM 2
 RP0644  PID         -  RP0644
 RP0644  STATE/COUNTY-  ND/BARNES
 RP0644  USGS QUAD   -  ORISKA (1971)
 RP0644
 RP0644                         *CURRENT SURVEY CONTROL
 RP0644  ___________________________________________________________________
 RP0644* NAD 83(1986)-  46 54 06.     (N)    097 46 03.     (W)     SCALED    
 RP0644* NAVD 88     -       381.515  (meters)    1251.69   (feet)  ADJUSTED  
 RP0644  ___________________________________________________________________
 RP0644  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 RP0644  DYNAMIC HT  -         381.544 (meters)    1251.78  (feet)  COMP
 RP0644  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 RP0644
 RP0644  VERT ORDER  -  FIRST     CLASS II
 RP0644
 RP0644.The horizontal coordinates were scaled from a topographic map and have
 RP0644.an estimated accuracy of +/- 6 seconds.
 RP0644
 RP0644.The orthometric height was determined by differential leveling
 RP0644.and adjusted by the National Geodetic Survey in June 1991..
 RP0644
 RP0644.The geoid height was determined by GEOID03.
 RP0644
 RP0644.The dynamic height is computed by dividing the NAVD 88
 RP0644.geopotential number by the normal gravity value computed on the
 RP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0644.degrees latitude (g = 980.6199 gals.).
 RP0644
 RP0644.The modeled gravity was interpolated from observed gravity values.
 RP0644
 RP0644;                    North         East    Units  Estimated Accuracy
 RP0644;SPC ND S     -   140,900.      808,150.      MT  (+/- 180 meters Scaled)
 RP0644
 RP0644                          SUPERSEDED SURVEY CONTROL
 RP0644
 RP0644.No superseded survey control is available for this station.
 RP0644
 RP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS938949(NAD 83)
 RP0644_MARKER: DR = REFERENCE MARK DISK
 RP0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0644_SP_SET: CONCRETE POST
 RP0644_STAMPING: ORISKA NO 2 1954
 RP0644_MARK LOGO: CGS   
 RP0644_PROJECTION: PROJECTING 7 CENTIMETERS
 RP0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0644+STABILITY: SURFACE MOTION
 RP0644
 RP0644  HISTORY     - Date     Condition        Report By
 RP0644  HISTORY     - 1954     MONUMENTED       CGS
 RP0644  HISTORY     - 1982     GOOD             NGS
 RP0644
 RP0644                          STATION DESCRIPTION
 RP0644
 RP0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0644'3.8 KM (2.35 MI) SE FROM ORISKA.
 RP0644'1.7 KM (1.05 MI) SOUTH ALONG STATE ROUTE 32 FROM THE INTERSECTION WITH
 RP0644'INTERSTATE HIGHWAY 94 (ORISKA INTERCHANGE, EXIT 73) WHICH IS 1.3 KM
 RP0644'(0.8 MI) SOUTH OF ORISKA, THENCE 1.7 KM (1.05 MI) EAST ALONG A GRAVEL
 RP0644'ROAD, THENCE 0.4 KM (0.25 MI) SOUTH ALONG A FIELD ROAD TO THE MARK, AT
 RP0644'A GROVE OF TREES, 39.32 METERS (129.0 FT) WEST OF A FIELD ROAD,
 RP0644'24.96 METERS (81.89 FT) WEST OF TRIANGULATION STATION ORISKA,
 RP0644'1.83 METERS (6.0 FT) NORTH OF A GROVE OF TREES AND 0.6 METER (2.0 FT)
 RP0644'SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 RP0644'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RP0644'THE MARK IS 0.15 M ABOVE CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2014 ***********************************************************************
 TF2014  DESIGNATION -  ORRIN
 TF2014  PID         -  TF2014
 TF2014  STATE/COUNTY-  ND/PIERCE
 TF2014  USGS QUAD   -  BALTA SE (1958)
 TF2014
 TF2014                         *CURRENT SURVEY CONTROL
 TF2014  ___________________________________________________________________
 TF2014* NAD 83(1996)-  48 04 20.95576(N)    100 04 22.11174(W)     ADJUSTED  
 TF2014* NAVD 88     -       502.6    (meters)    1649.     (feet)  VERTCON   
 TF2014  ___________________________________________________________________
 TF2014  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TF2014  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TF2014
 TF2014  HORZ ORDER  -  FIRST
 TF2014
 TF2014.The horizontal coordinates were established by classical geodetic methods
 TF2014.and adjusted by the National Geodetic Survey in January 1998..
 TF2014
 TF2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2014
 TF2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2014
 TF2014.The geoid height was determined by GEOID03.
 TF2014
 TF2014;                    North         East     Units Scale Factor Converg.
 TF2014;SPC ND N     -   119,328.370   631,832.404   MT  0.99993586   +0 19 04.4
 TF2014;SPC ND N     -   391,497.28  2,072,940.96   iFT  0.99993586   +0 19 04.4
 TF2014;UTM  14      - 5,324,913.636   420,085.951   MT  0.99967847   -0 47 53.5
 TF2014
 TF2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2014!SPC ND N     -   0.99992469  x   0.99993586  =   0.99986055
 TF2014!UTM  14      -   0.99992469  x   0.99967847  =   0.99960318
 TF2014
 TF2014:                Primary Azimuth Mark                     Grid Az
 TF2014:SPC ND N     -  BALTA MT CARMEL CATH CH BELFRY           013 33 42.8
 TF2014:UTM  14      -  BALTA MT CARMEL CATH CH BELFRY           014 40 40.7
 TF2014
 TF2014|---------------------------------------------------------------------|
 TF2014| PID    Reference Object                     Distance      Geod. Az  |
 TF2014|                                                           dddmmss.s |
 TF2014| TF2010 BALTA MT CARMEL CATH CH BELFRY      APPROX.10.9 KM 0135247.2 |
 TF2014| TF2015 ORRIN RM A                           25.467 METERS 01357     |
 TF2014| CO8046 ORRIN RM 1                           18.413 METERS 13127     |
 TF2014| CO8047 ORRIN RM 2                           24.906 METERS 24131     |
 TF2014| TF2017 ORRIN SACRED HEART CATH CHURCH      APPROX. 7.2 KM 2861115.5 |
 TF2014| CO8045 ORRIN AZ MK                                        3100909.3 |
 TF2014|---------------------------------------------------------------------|
 TF2014
 TF2014                          SUPERSEDED SURVEY CONTROL
 TF2014
 TF2014  NAD 83(1986)-  48 04 20.95880(N)    100 04 22.11220(W) AD(       ) 1
 TF2014  NAD 27      -  48 04 20.94910(N)    100 04 20.63420(W) AD(       ) 1
 TF2014  NGVD 29 (07/19/86)  502.2    (m)         1648.     (f) VERT ANG       
 TF2014
 TF2014.Superseded values are not recommended for survey control.
 TF2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2014.See file dsdata.txt to determine how the superseded data were derived.
 TF2014
 TF2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2008624914(NAD 83)
 TF2014_MARKER: DS = TRIANGULATION STATION DISK
 TF2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2014
 TF2014  HISTORY     - Date     Condition        Report By
 TF2014  HISTORY     - 1946     MONUMENTED       CGS
 TF2014  HISTORY     - 1962     GOOD             CGS
 TF2014
 TF2014                          STATION DESCRIPTION
 TF2014
 TF2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TF2014'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH-SOUTHWEST OF
 TF2014'BALTA AND 4 MILES EAST-SOUTHEAST OF ORRIN ON THE SUMMIT OF A
 TF2014'PROMINENT HILL IN PASTURE LAND.  IT IS 41 FEET NORTH OF AN
 TF2014'EAST - WEST FENCE LINE AND 6 FEET EAST OF A WITNESS POST.  THE
 TF2014'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ORRIN 1946.
 TF2014'
 TF2014'REFERENCE MARK NO. 1 IS 60.49 FEET SOUTHEAST OF THE STATION,
 TF2014'1-1/2 FEET NORTH OF AN EAST-WEST FENCE LINE AND ABOUT 3 FEET
 TF2014'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS 2
 TF2014'INCHES AND THE DISK IS STAMPED ORRIN NO 1 1946.
 TF2014'
 TF2014'REFERENCE MARK NO. 2 IS 81.75 FEET SOUTHWEST OF THE STATION,
 TF2014'1-1/2 FEET NORTH OF AN EAST-WEST FENCE LINE AND ABOUT 6 FEET
 TF2014'LOWER IN ELEVATION THAN THE STATION MARK.  THE MARK PROJECTS
 TF2014'2 INCHES AND THE DISK IS STAMPED ORRIN NO 2 1946.
 TF2014'
 TF2014'THE AZIMUTH MARK IS 0.5 MILE NORTHWEST OF THE STATION, 38
 TF2014'FEET SOUTHEAST OF THE INTERSECTION OF CROSSROADS, 3-1/2 FEET
 TF2014'NORTHWEST OF A WITNESS POST AND 3 FEET SOUTHEAST OF A FENCE
 TF2014'CORNER POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 TF2014'STAMPED ORRIN 1946.
 TF2014'
 TF2014'TO REACH THE STATION FROM THE SOUTHWEST SECTION OF THE SMALL
 TF2014'VILLAGE OF BALTA WHERE STATE HIGHWAY 3 TURNS SOUTH, GO SOUTH
 TF2014'ON STATE HIGHWAY 3 FOR 4.6 MILES TO A CROSSROAD, TURN RIGHT
 TF2014'AND GO WEST FOR 1.9 MILES TO A CROSSROAD AND A SCHOOL HOUSE
 TF2014'IN THE NORTHWEST INTERSECTION.  TURN LEFT AND GO SOUTH FOR
 TF2014'1.1 MILES TO A CROSSROAD AND AZIMUTH MARK AS DESCRIBED.
 TF2014'CONTINUE ON SOUTH FOR 0.1 MILE TO A FARM HOUSE ON THE RIGHT
 TF2014'AND A WIRE GATE ON THE LEFT, PASS THROUGH GATE AND GO EAST
 TF2014'ON TRACK ROAD FOR 0.5 MILE TO THE SUMMIT OF A PROMINENT
 TF2014'HILL AND STATION AS DESCRIBED.
 TF2014'
 TF2014'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 TF2014
 TF2014                          STATION RECOVERY (1962)
 TF2014
 TF2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2014'THE STATION IS LOCATED 4 MILES EAST AND 1 MILE SOUTH OF THE
 TF2014'TOWN OF ORRIN, IN THE NE 1/4 OF SEC. 17, T153N, R73W, ON THE
 TF2014'HIGHEST KNOLL IN PASTURE.
 TF2014'
 TF2014'TO REACH FROM THE POST OFFICE IN ORRIN, GO NORTH, NORTHEAST,
 TF2014'AND EAST FOR 0.5 MILE TO A RAILROAD CROSSING.  CONTINUE EAST
 TF2014'ON A GRAVELED ROAD FOR 3.2 MILES TO A CROSSROAD.  (TO GET
 TF2014'TO THE AZIMUTH MARK FROM HERE GO SOUTH 1.1 MILES.) CONTINUE
 TF2014'EAST ON A GRAVELED ROAD FOR 1 MILE TO A SIDE ROAD RIGHT.
 TF2014'TURN RIGHT AND GO SOUTH 0.9 MILE TO MR. HAGENS DRIVEWAY ON
 TF2014'THE LEFT.  CONTINUE SOUTH 0.1 MILE TO A GATE.  PASS THROUGH
 TF2014'THE GATE AND GO SOUTH 0.1 MILE, THENCE BEAR RIGHT AND FOLLOW
 TF2014'A TRACK ROAD WEST AND SOUTHWEST, AND WEST FOR 0.5 MILE TO THE
 TF2014'NORTH SLOPE OF A KNOLL.  TURN LEFT AND GO SOUTHEAST 0.2 MILE
 TF2014'TO THE SUMMIT AND STATION.
 TF2014'
 TF2014'THE STATION MARK IS A STANDARD DISK STAMPED ORRIN 1946 AND
 TF2014'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2014'PROJECTS 3 INCHES AND IS 5.8 FEET SOUTHWEST OF THE WITNESS
 TF2014'POST.
 TF2014'
 TF2014'REFERENCE MARK NO. 1, STAMPED ORRIN NO 1 1946, IS A STANDARD
 TF2014'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 TF2014'PROJECTS 2 INCHES AND IS 58 FEET SOUTHEAST OF THE WITNESS
 TF2014'POST.
 TF2014'
 TF2014'REFERENCE MARK NO. 2, STAMPED ORRIN NO 2 1946, IS A STANDARD
 TF2014'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2014'WHICH PROJECTS 2 INCHES AND IS 87.6 FEET SOUTHWEST OF THE
 TF2014'WITNESS POST.
 TF2014'
 TF2014'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ORRIN 1946 RESET
 TF2014'1962, AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 TF2014'WHICH PROJECTS 2 INCHES.  IT IS 34 FEET EAST OF THE CENTER
 TF2014'OF A GRAVELED ROAD, 12 FEET SOUTH OF THE CENTER OF A TRACK
 TF2014'ROAD AND 2 FEET WEST OF A FENCE CORNER.  THE MARK WAS STAMPED
 TF2014'RESET BUT WAS NOT SET IN ITS ORIGINAL POSITION.
 TF2014'
 TF2014'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 117 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2015 ***********************************************************************
 TF2015  DESIGNATION -  ORRIN RM A
 TF2015  PID         -  TF2015
 TF2015  STATE/COUNTY-  ND/PIERCE
 TF2015  USGS QUAD   -  BALTA SE (1958)
 TF2015
 TF2015                         *CURRENT SURVEY CONTROL
 TF2015  ___________________________________________________________________
 TF2015* NAD 83(1996)-  48 04 21.75596(N)    100 04 21.81498(W)     ADJUSTED  
 TF2015* NAVD 88     -       500.6    (meters)    1642.     (feet)  VERTCON   
 TF2015  ___________________________________________________________________
 TF2015  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TF2015  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 TF2015
 TF2015  HORZ ORDER  -  FIRST
 TF2015
 TF2015.The horizontal coordinates were established by classical geodetic methods
 TF2015.and adjusted by the National Geodetic Survey in January 1998..
 TF2015
 TF2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF2015
 TF2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2015
 TF2015.The geoid height was determined by GEOID03.
 TF2015
 TF2015;                    North         East     Units Scale Factor Converg.
 TF2015;SPC ND N     -   119,353.118   631,838.409   MT  0.99993586   +0 19 04.6
 TF2015;SPC ND N     -   391,578.47  2,072,960.66   iFT  0.99993586   +0 19 04.6
 TF2015;UTM  14      - 5,324,938.256   420,092.436   MT  0.99967846   -0 47 53.3
 TF2015
 TF2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TF2015!SPC ND N     -   0.99992500  x   0.99993586  =   0.99986086
 TF2015!UTM  14      -   0.99992500  x   0.99967846  =   0.99960348
 TF2015
 TF2015:                Primary Azimuth Mark                     Grid Az
 TF2015:SPC ND N     -  CHARLES                                  087 27 43.6
 TF2015:UTM  14      -  CHARLES                                  088 34 41.5
 TF2015
 TF2015|---------------------------------------------------------------------|
 TF2015| PID    Reference Object                     Distance      Geod. Az  |
 TF2015|                                                           dddmmss.s |
 TF2015| TE2051 CHARLES                             APPROX.13.9 KM 0874648.2 |
 TF2015| TF2014 ORRIN                                25.467 METERS 19357     |
 TF2015|---------------------------------------------------------------------|
 TF2015
 TF2015                          SUPERSEDED SURVEY CONTROL
 TF2015
 TF2015  NAD 83(1986)-  48 04 21.75937(N)    100 04 21.81530(W) AD(       ) 1
 TF2015  NAD 27      -  48 04 21.74929(N)    100 04 20.33741(W) AD(       ) 1
 TF2015  NGVD 29 (07/19/86)  500.2    (m)         1641.     (f) VERT ANG       
 TF2015
 TF2015.Superseded values are not recommended for survey control.
 TF2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2015.See file dsdata.txt to determine how the superseded data were derived.
 TF2015
 TF2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU2009224938(NAD 83)
 TF2015_MARKER: DS = TRIANGULATION STATION DISK
 TF2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF2015+STABILITY: SURFACE MOTION
 TF2015
 TF2015  HISTORY     - Date     Condition        Report By
 TF2015  HISTORY     - 1967     MONUMENTED       CGS
 TF2015
 TF2015                          STATION DESCRIPTION
 TF2015
 TF2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 TF2015'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME
 TF2015'PROPERTY AS TRIANGULATION STATION ORRIN 1946.
 TF2015'
 TF2015'STATION IS A STANDARD STATION MARK DISK, STAMPED ORRIN RM A
 TF2015'1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 TF2015'FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE STATION
 TF2015'MARK DISK WAS SET ALSO AND THE DISK IS STAMPED THE SAME AS
 TF2015'THE SURFACE DISK.  THE MARK IS APPROXIMATELY 9
 TF2015'FEET LOWER IN ELEVATION THAN THE TRUE STATION.
 TF2015'
 TF2015'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ORRIN
 TF2015'1946, DISTANCE BEING 25.469 METERS OR 83.56 FEET.  OBSERVATIONS
 TF2015'WERE TAKEN FROM A 37 FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2017 ***********************************************************************
 TF2017  DESIGNATION -  ORRIN SACRED HEART CATH CHURCH
 TF2017  PID         -  TF2017
 TF2017  STATE/COUNTY-  ND/PIERCE
 TF2017  USGS QUAD   -  ORRIN (1958)
 TF2017
 TF2017                         *CURRENT SURVEY CONTROL
 TF2017  ___________________________________________________________________
 TF2017* NAD 83(1996)-  48 05 25.74935(N)    100 09 55.95670(W)     ADJUSTED  
 TF2017* NAVD 88     -                                                        
 TF2017  ___________________________________________________________________
 TF2017  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 TF2017  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 TF2017
 TF2017  HORZ ORDER  -  THIRD
 TF2017
 TF2017.The horizontal coordinates were established by classical geodetic methods
 TF2017.and adjusted by the National Geodetic Survey in January 1998..
 TF2017
 TF2017
 TF2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2017
 TF2017.The geoid height was determined by GEOID03.
 TF2017
 TF2017;                    North         East     Units Scale Factor Converg.
 TF2017;SPC ND N     -   121,295.302   624,913.579   MT  0.99993585   +0 14 56.0
 TF2017;SPC ND N     -   397,950.47  2,050,241.40   iFT  0.99993585   +0 14 56.0
 TF2017;UTM  14      - 5,327,014.449   413,208.478   MT  0.99969256   -0 52 02.8
 TF2017
 TF2017                          SUPERSEDED SURVEY CONTROL
 TF2017
 TF2017  NAD 83(1986)-  48 05 25.75228(N)    100 09 55.95677(W) AD(       ) 4
 TF2017  NAD 27      -  48 05 25.74300(N)    100 09 54.46800(W) AD(       ) 3
 TF2017
 TF2017.Superseded values are not recommended for survey control.
 TF2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2017.See file dsdata.txt to determine how the superseded data were derived.
 TF2017
 TF2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU1320827014(NAD 83)
 TF2017_MARKER: 91 = CHURCH CROSS
 TF2017
 TF2017  HISTORY     - Date     Condition        Report By
 TF2017  HISTORY     - 1962     FIRST OBSERVED   CGS
 TF2017
 TF2017                          STATION DESCRIPTION
 TF2017
 TF2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (NES)
 TF2017'THE STATION IS LOCATED AT THE WEST EDGE OF THE SMALL TOWN OF
 TF2017'ORRIN.
 TF2017'
 TF2017'THE BUILDING IS OF RED BRICK CONSTRUCTION, 35 FEET WIDE AND 65
 TF2017'FEET LONG.  THE SPIRE IS LOCATED AT THE EAST END OF THE
 TF2017'BUILDING.  IT IS BLACK WITH A GOLD CROSS AT THE APEX.
 TF2017'
 TF2017'TO REACH FROM THE POST OFFICE IN ORRIN GO NORTH FOR 1 BLOCK,
 TF2017'TURN LEFT AND GO WEST FOR 3 BLOCKS TO THE END OF THE STREET
 TF2017'AND THE CHURCH.
 TF2017'
 TF2017'THE TOPMOST POINT OF THE CROSS WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1533 ***********************************************************************
 SL1533  DESIGNATION -  OSTERDALEN LUTHERAN CH VANE
 SL1533  PID         -  SL1533
 SL1533  STATE/COUNTY-  ND/CASS
 SL1533  USGS QUAD   -  GEORGETOWN (1963)
 SL1533
 SL1533                         *CURRENT SURVEY CONTROL
 SL1533  ___________________________________________________________________
 SL1533* NAD 83(1996)-  47 01 39.31720(N)    096 50 02.42914(W)     ADJUSTED  
 SL1533* NAVD 88     -                                                        
 SL1533  ___________________________________________________________________
 SL1533  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 SL1533  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 SL1533
 SL1533  HORZ ORDER  -  THIRD
 SL1533
 SL1533.The horizontal coordinates were established by classical geodetic methods
 SL1533.and adjusted by the National Geodetic Survey in January 1998..
 SL1533
 SL1533
 SL1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1533
 SL1533.The geoid height was determined by GEOID03.
 SL1533
 SL1533;                    North         East     Units Scale Factor Converg.
 SL1533;SPC ND S     -   157,777.856   878,559.682   MT  0.99994151   +2 40 26.1
 SL1533;SPC ND S     -   517,643.88  2,882,413.65   iFT  0.99994151   +2 40 26.1
 SL1533;SPC MN C     -   328,571.108   603,607.658   MT  0.99999518   -1 52 09.3
 SL1533;UTM  14      - 5,210,506.620   664,583.277   MT  0.99993293   +1 35 06.6
 SL1533
 SL1533                          SUPERSEDED SURVEY CONTROL
 SL1533
 SL1533  NAD 83(1986)-  47 01 39.31782(N)    096 50 02.42053(W) AD(       ) 4
 SL1533  NAD 27      -  47 01 39.44800(N)    096 50 01.13100(W) AD(       ) 3
 SL1533
 SL1533.Superseded values are not recommended for survey control.
 SL1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1533.See file dsdata.txt to determine how the superseded data were derived.
 SL1533
 SL1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6458310507(NAD 83)
 SL1533_MARKER: 90 = CHURCH SPIRE
 SL1533
 SL1533  HISTORY     - Date     Condition        Report By
 SL1533  HISTORY     - 1954     FIRST OBSERVED   CGS
 SL1533
 SL1533                          STATION DESCRIPTION
 SL1533
 SL1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 SL1533'THE STATION IS THE VANE ATOP THE SPIRE OF THE OSTERDALEN
 SL1533'LUTHERAN CHURCH THAT IS LOCATED ABOUT 4 MILES NORTHEAST OF
 SL1533'HARWOOD, ON THE SOUTH BANK OF THE SHEYENNE RIVER, ABOUT 0.7
 SL1533'MILE ABOVE ITS MOUTH.  IT IS A WHITE WOODEN BUILDING APPROXIMATELY
 SL1533'40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0442 ***********************************************************************
 RS0442  DESIGNATION -  OUELLETTE
 RS0442  PID         -  RS0442
 RS0442  STATE/COUNTY-  ND/STARK
 RS0442  USGS QUAD   -  DAGLUM NW (1982)
 RS0442
 RS0442                         *CURRENT SURVEY CONTROL
 RS0442  ___________________________________________________________________
 RS0442* NAD 83(1996)-  46 40 54.15395(N)    103 07 39.66577(W)     ADJUSTED  
 RS0442* NAVD 88     -       863.6    (meters)    2833.     (feet)  VERTCON   
 RS0442  ___________________________________________________________________
 RS0442  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 RS0442  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RS0442
 RS0442  HORZ ORDER  -  FIRST
 RS0442
 RS0442.The horizontal coordinates were established by classical geodetic methods
 RS0442.and adjusted by the National Geodetic Survey in January 1998..
 RS0442
 RS0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0442
 RS0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0442
 RS0442.The geoid height was determined by GEOID03.
 RS0442
 RS0442;                    North         East     Units Scale Factor Converg.
 RS0442;SPC ND S     -   116,190.320   399,014.740   MT  0.99993940   -1 54 59.7
 RS0442;SPC ND S     -   381,201.84  1,309,103.48   iFT  0.99993940   -1 54 59.7
 RS0442;UTM  13      - 5,171,497.038   643,185.479   MT  0.99985200   +1 21 44.8
 RS0442
 RS0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0442!SPC ND S     -   0.99986726  x   0.99993940  =   0.99980667
 RS0442!UTM  13      -   0.99986726  x   0.99985200  =   0.99971928
 RS0442
 RS0442:                Primary Azimuth Mark                     Grid Az
 RS0442:SPC ND S     -  OUELLETTE AZ MK 2                        009 41 02.3
 RS0442:UTM  13      -  OUELLETTE AZ MK 2                        006 24 17.8
 RS0442
 RS0442|---------------------------------------------------------------------|
 RS0442| PID    Reference Object                     Distance      Geod. Az  |
 RS0442|                                                           dddmmss.s |
 RS0442| RS0444 OUELLETTE AZ MK 2                   APPROX. 0.6 KM 0074602.6 |
 RS0442| CQ8730 OUELLETTE AZ MK                                    0080843.0 |
 RS0442| CQ8731 OUELLETTE RM 1                        9.490 METERS 04617     |
 RS0442| CQ8732 OUELLETTE RM 2                        8.706 METERS 29229     |
 RS0442| RS0441 OUR LADY OF LOURDES CH SPIRE        APPROX. 2.9 KM 3281653.2 |
 RS0442| RS0436 BELFIELD MUNICIPAL TANK             APPROX.23.2 KM 3470703.5 |
 RS0442|---------------------------------------------------------------------|
 RS0442
 RS0442                          SUPERSEDED SURVEY CONTROL
 RS0442
 RS0442  NAD 83(1996)-  46 40 54.14796(N)    103 07 39.66069(W) AD(       ) 1
 RS0442  NAD 83(1986)-  46 40 54.14806(N)    103 07 39.66057(W) AD(       ) 1
 RS0442  NAD 27      -  46 40 54.10100(N)    103 07 38.02000(W) AD(       ) 1
 RS0442  NGVD 29 (07/19/86)  863.1    (m)         2832.     (f) VERT ANG       
 RS0442
 RS0442.Superseded values are not recommended for survey control.
 RS0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0442.See file dsdata.txt to determine how the superseded data were derived.
 RS0442
 RS0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM4318571497(NAD 83)
 RS0442_MARKER: DS = TRIANGULATION STATION DISK
 RS0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RS0442
 RS0442  HISTORY     - Date     Condition        Report By
 RS0442  HISTORY     - 1951     MONUMENTED       CGS
 RS0442  HISTORY     - 1977     GOOD             USAF
 RS0442  HISTORY     - 1978     GOOD             NGS
 RS0442
 RS0442                          STATION DESCRIPTION
 RS0442
 RS0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0442'THE STATION IS LOCATED ON LAND OWNED BY MR. ALPHONSE OUELLETTE,
 RS0442'ABOUT 14 MILES SOUTHEAST OF BELFIELD, ABOUT 5 MILES EAST OF
 RS0442'THE BILLINGS COUNTY LINE, ABOUT 3.5 MILES NORTH OF THE SLOPE
 RS0442'COUNTY LINE, AND ABOUT 100 YARDS WEST OF A GRADED ROAD.
 RS0442'
 RS0442'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10
 RS0442'AND 85 ABOUT 0.6 MILE NORTHEAST OF BELFIELD, GO SOUTH ON HIGHWAY
 RS0442'85 FOR 11.35 MILES TO A CROSS ROAD AT A SCHOOLHOUSE ON THE LEFT.
 RS0442'CONTINUE SOUTH ON THE HIGHWAY FOR 2.0 MILES TO A CROSS ROAD.
 RS0442'TURN LEFT AND GO EAST ON A GRADED ROAD FOR 2.0 MILES TO A CROSS
 RS0442'ROAD.  TURN RIGHT AND GO 1.05 MILES TO MR. OUELLETTES DRIVEWAY
 RS0442'AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT ON DRIVEWAY AND
 RS0442'GO WEST AND SOUTH FOR 0.05 MILE TO A WIRE GATE AT THE RIGHT
 RS0442'OF A WINDMILL.  PASS THROUGH GATE AND GO SOUTH ACROSS PASTURE
 RS0442'FOR 0.35 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 RS0442'STATION.
 RS0442'
 RS0442'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 RS0442'OUELLETTE 1951.
 RS0442'
 RS0442'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 RS0442'OUELLETTE NO 1 1951.
 RS0442'
 RS0442'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 RS0442'OUELLETTE NO 2 1951.
 RS0442'
 RS0442'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTER OF A GRADED ROAD,
 RS0442'16 FEET NORTH OF THE CENTER OF THE DRIVEWAY, AND 3 FEET NORTHEAST
 RS0442'OF A GATE POST.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 RS0442'OUELLETTE 1951.
 RS0442'
 RS0442'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 RS0442'CYLINDERS.
 RS0442
 RS0442                          STATION RECOVERY (1977)
 RS0442
 RS0442'RECOVERY NOTE BY US AIR FORCE 1977 (AW)
 RS0442'OUELLETTE 1951 RECOVERED GOOD.
 RS0442'
 RS0442'AZ. MARK DESTROYED.
 RS0442'
 RS0442'REF. MARKS NO. 1, NO. 2 RECOVERED GOOD.
 RS0442'
 RS0442'DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SOUTHEAST
 RS0442'OF BELFIELD.
 RS0442
 RS0442                          STATION RECOVERY (1978)
 RS0442
 RS0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RS0442'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 RS0442'CONDITION, AZIMUTH MARK WAS FOUND LYING ON TOP OF GROUND, A NEW
 RS0442'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 RS0442'
 RS0442'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF BELFIELD, ABOUT 5
 RS0442'MILES EAST OF BILLING COUNTY LINE, ABOUT 3.5 MILES NORTH OF SLOPE
 RS0442'COUNTY LINE, ON A SMALL KNOLL ABOUT 100 YARDS WEST OF A GRAVEL
 RS0442'ROAD.
 RS0442'
 RS0442'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RS0442'STATE HIGHWAY 85, ABOUT 1/2 MILE EAST OF BELFIELD.  GO SOUTH ON
 RS0442'STATE HIGHWAY 85 FOR 11.3 MILES TO CROSSROAD AND OLD SCHOOL HOUSE
 RS0442'ON LEFT, CONTINUE SOUTH ON STATE HIGHWAY 85 FOR 2.0 MILES TO
 RS0442'CROSSROAD, TURN LEFT, GO EAST ON GRAVEL ROAD FOR 2.0 MILES TO
 RS0442'CROSSROAD AND CHURCH ON LEFT, CONTINUE EAST FOR 1.0 MILES TO
 RS0442'CROSSROAD, TURN RIGHT, GO SOUTH ON GRAVEL ROAD FOR 1.05 MILES
 RS0442'TO THE AZIMUTH MARK ON RIGHT, CONTINUE SOUTH FOR 0.35 MILE TO TOP
 RS0442'OF HILL AND STATION IN CULTIVATED FIELD ON RIGHT.
 RS0442'
 RS0442'STATION MARK A STANDARD DISK SET IN TOP OF 12 INCH ROUND CONCRETE
 RS0442'MONUMENT FLUSH WITH GROUND AND IS STAMPED OUELLITTE 1951.  IT IS
 RS0442'301 FEET WEST OF CENTER OF GRAVEL ROAD.
 RS0442'
 RS0442'REFERENCE MARK 1 A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 RS0442'MONUMENT FLUSH WITH GROUND AND STAMPED OUELLITTE NO 1 1951.  IT IS
 RS0442'279 FEET WEST OF CENTER OF GRAVEL ROAD.
 RS0442'
 RS0442'REFERENCE MARK 2 STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 RS0442'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED OUELLITTE NO 2
 RS0442'1951.  IT IS 328 FEET WEST OF CENTER OF GRAVEL ROAD.
 RS0442'
 RS0442'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 RS0442'MONUMENT FLUSH WITH GROUND AND IS STAMPED OUELLITTE 1951 1978.  IT
 RS0442'IS 38 FEET WEST OF CENTER OF GRAVEL ROAD, 15 FEET NORTH OF CENTER
 RS0442'OF DRIVEWAY, 3.6 FEET SOUTH OF POWER LINE POLE AND 1.4 FEET WEST OF
 RS0442'WITNESS POST.
 RS0442'
 RS0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 RS0442'SOUTHEAST OF BELFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0444 ***********************************************************************
 RS0444  DESIGNATION -  OUELLETTE AZ MK 2
 RS0444  PID         -  RS0444
 RS0444  STATE/COUNTY-  ND/STARK
 RS0444  USGS QUAD   -  DAGLUM NW (1982)
 RS0444
 RS0444                         *CURRENT SURVEY CONTROL
 RS0444  ___________________________________________________________________
 RS0444* NAD 83(1996)-  46 41 13.19597(N)    103 07 35.89136(W)     ADJUSTED  
 RS0444* NAVD 88     -       842.9    (meters)    2765.     (feet)  VERTCON   
 RS0444  ___________________________________________________________________
 RS0444  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 RS0444  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 RS0444
 RS0444  HORZ ORDER  -  THIRD
 RS0444
 RS0444.The horizontal coordinates were established by classical geodetic methods
 RS0444.and adjusted by the National Geodetic Survey in January 1998..
 RS0444.No horizontal observational check was made to the station.
 RS0444
 RS0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0444
 RS0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0444
 RS0444.The geoid height was determined by GEOID03.
 RS0444
 RS0444;                    North         East     Units Scale Factor Converg.
 RS0444;SPC ND S     -   116,775.274   399,114.560   MT  0.99993916   -1 54 57.0
 RS0444;SPC ND S     -   383,120.98  1,309,430.97   iFT  0.99993916   -1 54 57.0
 RS0444;UTM  13      - 5,172,086.692   643,251.670   MT  0.99985224   +1 21 48.0
 RS0444
 RS0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RS0444!SPC ND S     -   0.99987050  x   0.99993916  =   0.99980967
 RS0444!UTM  13      -   0.99987050  x   0.99985224  =   0.99972276
 RS0444
 RS0444                          SUPERSEDED SURVEY CONTROL
 RS0444
 RS0444  NAD 83(1996)-  46 41 13.18997(N)    103 07 35.88627(W) AD(       ) 3
 RS0444  NAD 83(1986)-  46 41 13.19008(N)    103 07 35.88615(W) AD(       ) 3
 RS0444  NAD 27      -  46 41 13.14306(N)    103 07 34.24573(W) AD(       ) 3
 RS0444  NGVD 29 (07/19/86)  842.4    (m)         2764.     (f) VERT ANG       
 RS0444
 RS0444.Superseded values are not recommended for survey control.
 RS0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0444.See file dsdata.txt to determine how the superseded data were derived.
 RS0444
 RS0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM4325272087(NAD 83)
 RS0444_MARKER: DZ = AZIMUTH MARK DISK
 RS0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 RS0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0444+STABILITY: SURFACE MOTION
 RS0444
 RS0444  HISTORY     - Date     Condition        Report By
 RS0444  HISTORY     - 1978     MONUMENTED       NGS
 RS0444
 RS0444                          STATION DESCRIPTION
 RS0444
 RS0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 RS0444'AZIMUTH MARK A STANDARD DISK SET TOP OF A 12 INCH ROUND CONCRETE
 RS0444'MONUMENT FLUSH WITH GROUND AND IS STAMPED OUELLITTE 1951 1978.  IT
 RS0444'IS 38 FEET WEST OF CENTER OF GRAVEL ROAD, 15 FEET NORTH OF CENTER
 RS0444'OF DRIVEWAY, 3.6 FEET SOUTH OF POWER LINE POLE AND 1.4 FEET WEST OF
 RS0444'WITNESS POST.
 RS0444'
 RS0444'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 RS0444'STATE HIGHWAY 85, ABOUT 1/2 MILE EAST OF BELFIELD.  GO SOUTH ON
 RS0444'STATE HIGHWAY 85 FOR 11.3 MILES TO CROSSROAD AND OLD SCHOOL HOUSE
 RS0444'ON LEFT, CONTINUE SOUTH ON STATE HIGHWAY 85 FOR 2.0 MILES TO
 RS0444'CROSSROAD, TURN LEFT, GO EAST ON GRAVEL ROAD FOR 2.0 MILES TO
 RS0444'CROSSROAD AND CHURCH ON LEFT, CONTINUE EAST FOR 1.0 MILES TO
 RS0444'CROSSROAD, TURN RIGHT, GO SOUTH ON GRAVEL ROAD FOR 1.05 MILES
 RS0444'TO THE AZIMUTH MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0441 ***********************************************************************
 RS0441  DESIGNATION -  OUR LADY OF LOURDES CH SPIRE
 RS0441  PID         -  RS0441
 RS0441  STATE/COUNTY-  ND/STARK
 RS0441  USGS QUAD   -  DAGLUM NW (1982)
 RS0441
 RS0441                         *CURRENT SURVEY CONTROL
 RS0441  ___________________________________________________________________
 RS0441* NAD 83(1996)-  46 42 15.12451(N)    103 08 52.41728(W)     ADJUSTED  
 RS0441* NAVD 88     -                                                        
 RS0441  ___________________________________________________________________
 RS0441  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 RS0441  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 RS0441
 RS0441  HORZ ORDER  -  THIRD
 RS0441
 RS0441.The horizontal coordinates were established by classical geodetic methods
 RS0441.and adjusted by the National Geodetic Survey in January 1998..
 RS0441
 RS0441
 RS0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 RS0441
 RS0441.The geoid height was determined by GEOID03.
 RS0441
 RS0441;                    North         East     Units Scale Factor Converg.
 RS0441;SPC ND S     -   118,740.952   397,553.864   MT  0.99993843   -1 55 52.8
 RS0441;SPC ND S     -   389,570.05  1,304,310.58   iFT  0.99993843   -1 55 52.8
 RS0441;UTM  13      - 5,173,959.705   641,581.235   MT  0.99984639   +1 20 53.6
 RS0441
 RS0441                          SUPERSEDED SURVEY CONTROL
 RS0441
 RS0441  NAD 83(1996)-  46 42 15.11811(N)    103 08 52.41192(W) AD(       ) 4
 RS0441  NAD 83(1986)-  46 42 15.11841(N)    103 08 52.41111(W) AD(       ) 4
 RS0441  NAD 27      -  46 42 15.07200(N)    103 08 50.76900(W) AD(       ) 3
 RS0441
 RS0441.Superseded values are not recommended for survey control.
 RS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0441.See file dsdata.txt to determine how the superseded data were derived.
 RS0441
 RS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM4158173960(NAD 83)
 RS0441_MARKER: 90 = CHURCH SPIRE
 RS0441
 RS0441  HISTORY     - Date     Condition        Report By
 RS0441  HISTORY     - 1951     FIRST OBSERVED   CGS
 RS0441
 RS0441                          STATION DESCRIPTION
 RS0441
 RS0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (VRS)
 RS0441'THE CHURCH IS LOCATED ABOUT 12 MILES SOUTH OF BELFIELD AND ABOUT
 RS0441'2 MILES EAST OF U.S. HIGHWAY 85.
 RS0441'
 RS0441'TO REACH THE CHURCH FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 85
 RS0441'ABOUT 0.6 MILE NORTHEAST OF BELFIELD, GO SOUTH ON HIGHWAY 85
 RS0441'FOR 11.35 MILES TO A CROSS ROAD AT A SCHOOLHOUSE ON THE LEFT.
 RS0441'CONTINUE SOUTH ON THE HIGHWAY FOR 2.0 MILES TO A CROSS ROAD.
 RS0441'TURN LEFT AND GO EAST FOR 2.0 MILES TO A CROSS ROAD.  TURN LEFT
 RS0441'AND GO NORTH FOR 0.15 MILE TO THE CHURCH ON THE LEFT.
 RS0441'
 RS0441'THE CHURCH IS WHITE WOODEN BUILDING 53 FEET HIGH WITH A CROSS
 RS0441'AT THE TOP OF A SPIRE.
 RS0441'
 RS0441'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE AT THE BASE OF THE
 RS0441'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF2109 ***********************************************************************
 TF2109  DESIGNATION -  OUR SAVIOR GERMAN LUTH CHURCH
 TF2109  PID         -  TF2109
 TF2109  STATE/COUNTY-  ND/BOTTINEAU
 TF2109  USGS QUAD   -  ECKMAN SE (1977)
 TF2109
 TF2109                         *CURRENT SURVEY CONTROL
 TF2109  ___________________________________________________________________
 TF2109* NAD 83(1996)-  48 32 44.75926(N)    101 06 08.87781(W)     ADJUSTED  
 TF2109* NAVD 88     -                                                        
 TF2109  ___________________________________________________________________
 TF2109  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TF2109  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 TF2109
 TF2109  HORZ ORDER  -  THIRD
 TF2109
 TF2109.The horizontal coordinates were established by classical geodetic methods
 TF2109.and adjusted by the National Geodetic Survey in January 1998..
 TF2109
 TF2109
 TF2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 TF2109
 TF2109.The geoid height was determined by GEOID03.
 TF2109
 TF2109;                    North         East     Units Scale Factor Converg.
 TF2109;SPC ND N     -   172,038.125   555,518.869   MT  0.99996822   -0 26 53.9
 TF2109;SPC ND N     -   564,429.54  1,822,568.47   iFT  0.99996822   -0 26 53.9
 TF2109;UTM  14      - 5,379,096.997   344,831.065   MT  0.99989582   -1 34 33.9
 TF2109
 TF2109                          SUPERSEDED SURVEY CONTROL
 TF2109
 TF2109  NAD 83(1986)-  48 32 44.75767(N)    101 06 08.87717(W) AD(       ) 4
 TF2109  NAD 27      -  48 32 44.68100(N)    101 06 07.31000(W) AD(       ) 3
 TF2109
 TF2109.Superseded values are not recommended for survey control.
 TF2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF2109.See file dsdata.txt to determine how the superseded data were derived.
 TF2109
 TF2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU4483179097(NAD 83)
 TF2109_MARKER: 90 = CHURCH SPIRE
 TF2109
 TF2109  HISTORY     - Date     Condition        Report By
 TF2109  HISTORY     - 1938     FIRST OBSERVED   CGS
 TF2109
 TF2109                          STATION DESCRIPTION
 TF2109
 TF2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 TF2109'TIP OF SPIRE AT BASE OF CROSS ABOUT 50 FEET HIGH.  OUR SAVIOR
 TF2109'GERMAN LUTHERAN CHURCH LOCATED ABOUT 0.15 MILE SOUTH AND
 TF2109'1 MILE EAST OF TRIANGULATION STATION BRACE, WHITE FRAME BUILDING
 TF2109'IN CEMETERY.  OBSERVED FROM TRIANGULATION STATIONS WOLSETH,
 TF2109'BRACE, SCHWARZ AND KAPELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0639 ***********************************************************************
 RQ0639  DESIGNATION -  OUR SAVIOR LUTHERAN CH CROSS
 RQ0639  PID         -  RQ0639
 RQ0639  STATE/COUNTY-  ND/DICKEY
 RQ0639  USGS QUAD   -  GLOVER (1952)
 RQ0639
 RQ0639                         *CURRENT SURVEY CONTROL
 RQ0639  ___________________________________________________________________
 RQ0639* NAD 83(1996)-  46 09 52.32514(N)    098 12 52.69414(W)     ADJUSTED  
 RQ0639* NAVD 88     -                                                        
 RQ0639  ___________________________________________________________________
 RQ0639  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 RQ0639  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 RQ0639
 RQ0639  HORZ ORDER  -  THIRD
 RQ0639
 RQ0639.The horizontal coordinates were established by classical geodetic methods
 RQ0639.and adjusted by the National Geodetic Survey in January 1998..
 RQ0639
 RQ0639
 RQ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 RQ0639
 RQ0639.The geoid height was determined by GEOID03.
 RQ0639
 RQ0639;                    North         East     Units Scale Factor Converg.
 RQ0639;SPC ND S     -    57,908.925   776,482.033   MT  1.00000375   +1 40 00.9
 RQ0639;SPC ND S     -   189,989.91  2,547,513.23   iFT  1.00000375   +1 40 00.9
 RQ0639;UTM  14      - 5,112,628.452   560,631.875   MT  0.99964519   +0 33 59.5
 RQ0639
 RQ0639                          SUPERSEDED SURVEY CONTROL
 RQ0639
 RQ0639  NAD 83(1986)-  46 09 52.33067(N)    098 12 52.69009(W) AD(       ) 4
 RQ0639  NAD 27      -  46 09 52.45400(N)    098 12 51.33300(W) AD(       ) 3
 RQ0639
 RQ0639.Superseded values are not recommended for survey control.
 RQ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0639.See file dsdata.txt to determine how the superseded data were derived.
 RQ0639
 RQ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS6063212628(NAD 83)
 RQ0639_MARKER: 91 = CHURCH CROSS
 RQ0639
 RQ0639  HISTORY     - Date     Condition        Report By
 RQ0639  HISTORY     - 1954     FIRST OBSERVED   CGS
 RQ0639
 RQ0639                          STATION DESCRIPTION
 RQ0639
 RQ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RQ0639'THE STATION IS THE APEX OF THE SPIRE OF A WOODEN CHURCH LOCATED
 RQ0639'ABOUT 6.5 MILES WEST-NORTHWEST OF OAKES.  THE BUILDING IS
 RQ0639'WHITE AND THE SPIRE BLACK.  THE SPIRE IS APPROXIMATELY 40
 RQ0639'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1597 ***********************************************************************
 TE1597  DESIGNATION -  OVERPASS
 TE1597  PID         -  TE1597
 TE1597  STATE/COUNTY-  ND/BENSON
 TE1597  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1597
 TE1597                         *CURRENT SURVEY CONTROL
 TE1597  ___________________________________________________________________
 TE1597* NAD 83(1996)-  48 16 31.34025(N)    099 13 00.93164(W)     ADJUSTED  
 TE1597* NAVD 88     -       455.001  (meters)    1492.78   (feet)  ADJUSTED  
 TE1597  ___________________________________________________________________
 TE1597  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 TE1597  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 TE1597  DYNAMIC HT  -         455.084 (meters)    1493.05  (feet)  COMP
 TE1597  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TE1597
 TE1597  HORZ ORDER  -  SECOND
 TE1597  VERT ORDER  -  FIRST     CLASS II
 TE1597
 TE1597.The horizontal coordinates were established by classical geodetic methods
 TE1597.and adjusted by the National Geodetic Survey in January 1998..
 TE1597
 TE1597.The orthometric height was determined by differential leveling
 TE1597.and adjusted by the National Geodetic Survey in June 1991..
 TE1597
 TE1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1597
 TE1597.The geoid height was determined by GEOID03.
 TE1597
 TE1597.The dynamic height is computed by dividing the NAVD 88
 TE1597.geopotential number by the normal gravity value computed on the
 TE1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1597.degrees latitude (g = 980.6199 gals.).
 TE1597
 TE1597.The modeled gravity was interpolated from observed gravity values.
 TE1597
 TE1597;                    North         East     Units Scale Factor Converg.
 TE1597;SPC ND N     -   142,591.614   695,229.233   MT  0.99994137   +0 57 17.2
 TE1597;SPC ND N     -   467,820.26  2,280,935.80   iFT  0.99994137   +0 57 17.2
 TE1597;UTM  14      - 5,346,930.188   483,904.643   MT  0.99960318   -0 09 42.9
 TE1597
 TE1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1597!SPC ND N     -   0.99993235  x   0.99994137  =   0.99987373
 TE1597!UTM  14      -   0.99993235  x   0.99960318  =   0.99953556
 TE1597
 TE1597|---------------------------------------------------------------------|
 TE1597| PID    Reference Object                     Distance      Geod. Az  |
 TE1597|                                                           dddmmss.s |
 TE1597| TE1598 OVERPASS RM 1                         8.329 METERS 08240     |
 TE1597| TE1971 CHURCHS FERRY NORWEG LUTH CH        APPROX. 1.6 KM 1210850.6 |
 TE1597| CO8050 OVERPASS AZ MK                                     2144455.3 |
 TE1597| TE1599 OVERPASS RM 2                         8.171 METERS 34047     |
 TE1597|---------------------------------------------------------------------|
 TE1597
 TE1597                          SUPERSEDED SURVEY CONTROL
 TE1597
 TE1597  NAD 83(1986)-  48 16 31.34007(N)    099 13 00.92892(W) AD(       ) 2
 TE1597  NAD 27      -  48 16 31.35000(N)    099 12 59.44500(W) AD(       ) 2
 TE1597
 TE1597.Superseded values are not recommended for survey control.
 TE1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1597.See file dsdata.txt to determine how the superseded data were derived.
 TE1597
 TE1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8390546930(NAD 83)
 TE1597_MARKER: DS = TRIANGULATION STATION DISK
 TE1597_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TE1597_SP_SET: BRIDGE OVERPASS
 TE1597_STAMPING: OVERPASS 1946
 TE1597_MARK LOGO: CGS   
 TE1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1597+STABILITY: SURFACE MOTION
 TE1597
 TE1597  HISTORY     - Date     Condition        Report By
 TE1597  HISTORY     - 1946     MONUMENTED       CGS
 TE1597  HISTORY     - 1968     GOOD             USGS
 TE1597  HISTORY     - 1982     GOOD             NGS
 TE1597
 TE1597                          STATION DESCRIPTION
 TE1597
 TE1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RAM)
 TE1597'THE STATION IS LOCATED 1 MILE WEST OF THE SMALL VILLAGE OF
 TE1597'CHURCHS FERRY, 0.35 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS
 TE1597'2 AND 281, 87 FEET EAST OF THE WEST END OF THE OVERPASS, 11 FEET
 TE1597'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 281 AND 5 FEET NORTH
 TE1597'OF THE SOUTH EDGE OF THE OVERPASS.  IT IS LOCATED ON THE BIG
 TE1597'OVERPASS ON U.S. HIGHWAY 281 WHICH IS OVER THE GREAT NORTHERN
 TE1597'RAILROAD TRACKS.  THE DISK IS SET IN A DRILLED HOLE OF THE
 TE1597'CONCRETE SURFACE OF THE HIGHWAY.  THE DISK IS STAMPED OVERPASS
 TE1597'1946.
 TE1597'
 TE1597'REFERENCE MARK NO. 1 IS 27.35 FEET EAST OF THE STATION AND 16
 TE1597'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 281.
 TE1597'THE DISK IS SET IN A DRILLED HOLE IN THE CONCRETE WALL OF THE
 TE1597'OVERPASS AND ABOUT 1 FOOT ABOVE THE HIGHWAY LEVEL.  THE DISK
 TE1597'IS STAMPED OVERPASS NO 1 1946.
 TE1597'
 TE1597'REFERENCE MARK NO. 2 IS 26.81 FEET NORTH-NORTHWEST OF THE STATION
 TE1597'AND 16 FEET NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 TE1597'281.  THE DISK IS SET IN A DRILLED HOLE IN THE CONCRETE WALL
 TE1597'OF THE OVERPASS AND ABOUT 1 FOOT ABOVE THE HIGHWAY LEVEL.  THE
 TE1597'DISK IS STAMPED OVERPASS NO 2 1946.
 TE1597'
 TE1597'THE AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION AND IN
 TE1597'THE SOUTHEAST INTERSECTION OF THE JUNCTION OF U.S. HIGHWAYS
 TE1597'2 AND 281.  IT IS 96 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 TE1597'U.S. HIGHWAY 2, 56 FEET EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 TE1597'HIGHWAY 281 AND 3-1/2 FEET WEST OF A WITNESS POST.  THE MARK
 TE1597'PROJECTS 2 INCHES AND THE DISK IS STAMPED OVERPASS 1946.
 TE1597'
 TE1597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 TE1597'281 WHICH IS ABOUT 1 MILE WEST OF THE SMALL VILLAGE OF
 TE1597'CHURCHS FERRY, GO NORTHEAST ON U.S. HIGHWAY 281 FOR 0.35 MILE
 TE1597'TO THE RAILROAD OVERPASS AND THE STATION AS DESCRIBED.
 TE1597'
 TE1597'THE AZIMUTH MARK IS IN THE SOUTHEAST INTERSECTION OF THE JUNCTION
 TE1597'OF U.S. HIGHWAY 2 AND 281 AS DESCRIBED.
 TE1597'
 TE1597'OTHER OBJECTS WHICH CAN BE SEEN FROM A FOUR FOOT STAND.
 TE1597'
 TE1597'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TE1597
 TE1597                          STATION RECOVERY (1968)
 TE1597
 TE1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (GLD)
 TE1597'STA. MK. AND REF. MKS. WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 TE1597'THE AZI. MK. WAS NOT FOUND.
 TE1597'
 TE1597'DISTANCE TO R.M. 1 CHECKED WITHIN 0.1 FT.  R.M. 2 CHECKED WITHIN
 TE1597'0.17 FT.  DIRECTION TO R.M. 1 CHECKED OUT PLUS 58.60 SEC IN
 TE1597'AZIMUTH.  R.M. 2 CHECKED OUT PLUS 28 1785 SEC IN AZIMUTH.
 TE1597'DIRECTION TO CHURCHS FERRY LUTH. CH. STEEPLE CHECKED OUT
 TE1597'-8.31 SEC IN AZIMUTH.
 TE1597'
 TE1597'THE OLD DESCRIPTION IS ADEQUATE.
 TE1597
 TE1597                          STATION RECOVERY (1982)
 TE1597
 TE1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1597'0.5 KM (0.35 MI) NE FROM CHURCHS FERRY.
 TE1597'0.5 KM (0.35 MI) NORTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TE1597'U.S. HIGHWAY 2 WHICH IS LOCATED 1.6 KM (1.0 MI) WEST OF CHURCHS FERRY,
 TE1597'SET IN THE CONCRETE SURFACE OF THE HIGHWAY BRIDGE OVER THE BURLINGTON
 TE1597'NORTHERN RAILROAD TRACKS, 26.5 METERS (87.0 FT) SOUTHEAST OF THE
 TE1597'WEST END OF THE OVERPASS, 3.3 METERS (11.0 FT) SOUTH OF THE CENTERLINE
 TE1597'OF THE HIGHWAY, 1.5 METERS (5.0 FT) NORTH OF THE SOUTH EDGE OF THE
 TE1597'OVERPASS, 8.1 METERS (26.8 FT) SOUTH OF RM 2, AND 8.3 METERS (27.5 FT)
 TE1597'WEST OF RM 1.
 TE1597'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1598 ***********************************************************************
 TE1598  DESIGNATION -  OVERPASS RM 1
 TE1598  PID         -  TE1598
 TE1598  STATE/COUNTY-  ND/BENSON
 TE1598  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1598
 TE1598                         *CURRENT SURVEY CONTROL
 TE1598  ___________________________________________________________________
 TE1598* NAD 83(1986)-  48 16 33.     (N)    099 13 02.     (W)     SCALED    
 TE1598* NAVD 88     -       455.310  (meters)    1493.80   (feet)  ADJUSTED  
 TE1598  ___________________________________________________________________
 TE1598  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 TE1598  DYNAMIC HT  -         455.393 (meters)    1494.07  (feet)  COMP
 TE1598  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TE1598
 TE1598  VERT ORDER  -  FIRST     CLASS II
 TE1598
 TE1598.The horizontal coordinates were scaled from a topographic map and have
 TE1598.an estimated accuracy of +/- 6 seconds.
 TE1598
 TE1598.The orthometric height was determined by differential leveling
 TE1598.and adjusted by the National Geodetic Survey in June 1991..
 TE1598
 TE1598.The geoid height was determined by GEOID03.
 TE1598
 TE1598.The dynamic height is computed by dividing the NAVD 88
 TE1598.geopotential number by the normal gravity value computed on the
 TE1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1598.degrees latitude (g = 980.6199 gals.).
 TE1598
 TE1598.The modeled gravity was interpolated from observed gravity values.
 TE1598
 TE1598;                    North         East    Units  Estimated Accuracy
 TE1598;SPC ND N     -   142,640.      695,210.      MT  (+/- 180 meters Scaled)
 TE1598
 TE1598                          SUPERSEDED SURVEY CONTROL
 TE1598
 TE1598.No superseded survey control is available for this station.
 TE1598
 TE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU838469(NAD 83)
 TE1598_MARKER: DR = REFERENCE MARK DISK
 TE1598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TE1598_SP_SET: OVERPASS
 TE1598_STAMPING: OVERPASS NO 1 1946
 TE1598_MARK LOGO: CGS   
 TE1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1598+STABILITY: SURFACE MOTION
 TE1598
 TE1598  HISTORY     - Date     Condition        Report By
 TE1598  HISTORY     - 1946     MONUMENTED       CGS
 TE1598  HISTORY     - 1982     GOOD             NGS
 TE1598
 TE1598                          STATION DESCRIPTION
 TE1598
 TE1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1598'0.5 KM (0.35 MI) NE FROM CHURCHS FERRY.
 TE1598'0.5 KM (0.35 MI) NORTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TE1598'U.S. HIGHWAY 2, WHICH IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF CHURCHS
 TE1598'FERRY, SET IN THE TOP OF THE SOUTH CONCRETE CURB OF THE HIGHWAY
 TE1598'OVERPASS OVER THE BURLINGTON NORTHERN RAILROAD TRACKS, 34.9 METERS
 TE1598'(114.5 FT) EAST OF THE WEST END OF THE OVERPASS, 8.3 METERS (27.5 FT)
 TE1598'EAST OF THE STATION, AND 4.8 METERS (16.0 FT) SOUTH OF THE CENTERLINE
 TE1598'OF THE HIGHWAY.
 TE1598'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1599 ***********************************************************************
 TE1599  DESIGNATION -  OVERPASS RM 2
 TE1599  PID         -  TE1599
 TE1599  STATE/COUNTY-  ND/BENSON
 TE1599  USGS QUAD   -  CHURCHS FERRY (1994)
 TE1599
 TE1599                         *CURRENT SURVEY CONTROL
 TE1599  ___________________________________________________________________
 TE1599* NAD 83(1986)-  48 16 33.     (N)    099 13 02.     (W)     SCALED    
 TE1599* NAVD 88     -       455.264  (meters)    1493.65   (feet)  ADJUSTED  
 TE1599  ___________________________________________________________________
 TE1599  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 TE1599  DYNAMIC HT  -         455.347 (meters)    1493.92  (feet)  COMP
 TE1599  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 TE1599
 TE1599  VERT ORDER  -  FIRST     CLASS II
 TE1599
 TE1599.The horizontal coordinates were scaled from a topographic map and have
 TE1599.an estimated accuracy of +/- 6 seconds.
 TE1599
 TE1599.The orthometric height was determined by differential leveling
 TE1599.and adjusted by the National Geodetic Survey in June 1991..
 TE1599
 TE1599.The geoid height was determined by GEOID03.
 TE1599
 TE1599.The dynamic height is computed by dividing the NAVD 88
 TE1599.geopotential number by the normal gravity value computed on the
 TE1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1599.degrees latitude (g = 980.6199 gals.).
 TE1599
 TE1599.The modeled gravity was interpolated from observed gravity values.
 TE1599
 TE1599;                    North         East    Units  Estimated Accuracy
 TE1599;SPC ND N     -   142,640.      695,210.      MT  (+/- 180 meters Scaled)
 TE1599
 TE1599                          SUPERSEDED SURVEY CONTROL
 TE1599
 TE1599.No superseded survey control is available for this station.
 TE1599
 TE1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU838469(NAD 83)
 TE1599_MARKER: DR = REFERENCE MARK DISK
 TE1599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TE1599_SP_SET: BRIDGE OVERPASS
 TE1599_STAMPING: OVERPASS NO 2 1946
 TE1599_MARK LOGO: CGS   
 TE1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1599
 TE1599  HISTORY     - Date     Condition        Report By
 TE1599  HISTORY     - 1946     MONUMENTED       CGS
 TE1599  HISTORY     - 1982     GOOD             NGS
 TE1599
 TE1599                          STATION DESCRIPTION
 TE1599
 TE1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1599'0.5 KM (0.35 MI) NE FROM CHURCHS FERRY.
 TE1599'0.5 KM (0.35 MI) NORTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TE1599'U.S. HIGHWAY 2, WHICH IS 1.6 KM (1.0 MI) WEST OF THE TOWN OF CHURCHS
 TE1599'FERRY, AND IS SET IN THE CONCRETE CURB OF THE HIGHWAY BRIDGE OVER
 TE1599'THE BURLINGTON NORTHERN RAILROAD, 8.1 METERS (26.8 FT) NORTHWEST OF
 TE1599'THE STATION, AND 4.8 METERS (16.0 FT) NORTH OF THE CENTERLINE OF THE
 TE1599'HIGHWAY.
 TE1599'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0775 ***********************************************************************
 RP0775  DESIGNATION -  OWEGO
 RP0775  PID         -  RP0775
 RP0775  STATE/COUNTY-  ND/RANSOM
 RP0775  USGS QUAD   -  COBURN (1960)
 RP0775
 RP0775                         *CURRENT SURVEY CONTROL
 RP0775  ___________________________________________________________________
 RP0775* NAD 83(1996)-  46 32 09.62807(N)    097 21 52.29174(W)     ADJUSTED  
 RP0775* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 RP0775  ___________________________________________________________________
 RP0775  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 RP0775  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 RP0775
 RP0775  HORZ ORDER  -  SECOND
 RP0775
 RP0775.The horizontal coordinates were established by classical geodetic methods
 RP0775.and adjusted by the National Geodetic Survey in January 1998..
 RP0775
 RP0775.The orthometric height was scaled from a topographic map.
 RP0775
 RP0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0775
 RP0775.The geoid height was determined by GEOID03.
 RP0775
 RP0775;                    North         East     Units Scale Factor Converg.
 RP0775;SPC ND S     -   101,432.161   840,452.180   MT  0.99994937   +2 17 13.1
 RP0775;SPC ND S     -   332,782.68  2,757,389.04   iFT  0.99994937   +2 17 13.1
 RP0775;UTM  14      - 5,154,903.710   625,409.290   MT  0.99979332   +1 11 13.9
 RP0775
 RP0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0775!SPC ND S     -   0.99995028  x   0.99994937  =   0.99989965
 RP0775!UTM  14      -   0.99995028  x   0.99979332  =   0.99974361
 RP0775
 RP0775:                Primary Azimuth Mark                     Grid Az
 RP0775:SPC ND S     -  OWEGO AZ MK                              136 36 02.3
 RP0775:UTM  14      -  OWEGO AZ MK                              137 42 01.5
 RP0775
 RP0775|---------------------------------------------------------------------|
 RP0775| PID    Reference Object                     Distance      Geod. Az  |
 RP0775|                                                           dddmmss.s |
 RP0775| CO6580 OWEGO AZ MK                                        1385315.4 |
 RP0775| CO6581 OWEGO RM 1                           20.299 METERS 23402     |
 RP0775| CO6582 OWEGO RM 2                           19.913 METERS 29003     |
 RP0775|---------------------------------------------------------------------|
 RP0775
 RP0775                          SUPERSEDED SURVEY CONTROL
 RP0775
 RP0775  NAD 83(1986)-  46 32 09.62904(N)    097 21 52.28308(W) AD(       ) 2
 RP0775  NAD 27      -  46 32 09.74100(N)    097 21 50.96200(W) AD(       ) 2
 RP0775
 RP0775.Superseded values are not recommended for survey control.
 RP0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0775.See file dsdata.txt to determine how the superseded data were derived.
 RP0775
 RP0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS2540954904(NAD 83)
 RP0775_MARKER: DS = TRIANGULATION STATION DISK
 RP0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0775
 RP0775  HISTORY     - Date     Condition        Report By
 RP0775  HISTORY     - 1954     MONUMENTED       CGS
 RP0775
 RP0775                          STATION DESCRIPTION
 RP0775
 RP0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ITS)
 RP0775'THE STATION IS LOCATED ABOUT 6 MILES EAST AND 3-1/2 MILES
 RP0775'SOUTH OF SHELDON, 6-1/4 MILES EAST AND 1/2 MILE NORTH OF
 RP0775'ANSELM, ON THE HIGHEST POINT OF A SAND RIDGE AND ON LAND
 RP0775'OWNED BY MR. JOHN HUFFMAN.
 RP0775'
 RP0775'TO REACH THE STATION FROM THE INTERSECTION ABOUT 1/4 MILE
 RP0775'EAST OF THE VILLAGE OF ANSELM, GO SOUTH ON THE GRAVEL ROAD
 RP0775'FOR 3.1 MILES, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 7.25
 RP0775'MILES TO A CROSS ROAD, TURN LEFT AND GO NORTH FOR 2.5 MILES
 RP0775'TO A CHURCH AND CEMETERY IN THE NORTHWEST ANGLE OF A CROSS
 RP0775'ROAD.  THE AZIMUTH MARK IS AT THE SOUTHWEST CORNER OF THE
 RP0775'CEMETERY.  TURN LEFT ON THE DIRT ROAD ALONG THE SOUTH SIDE OF
 RP0775'THE CEMETERY AND GO WEST FOR 1.0 MILE TO A POINT WHERE THE
 RP0775'MAIN TRAVELED ROAD TURNS NORTH, TURN RIGHT AND GO NORTH FOR
 RP0775'0.4 MILE TO A FORK AND A GATE ON THE LEFT FORK, KEEP THE
 RP0775'RIGHT FORK AND GO 0.7 MILE TO A TWIN TRUNK COTTONWOOD TREE
 RP0775'ON THE LEFT, TURN SHARP RIGHT AND PICK WAY ACROSS COUNTRY,
 RP0775'NORTHEASTERLY FOR 0.4 MILE TO THE HIGHEST POINT OF THE
 RP0775'SANDY RIDGE AND THE STATION.
 RP0775'
 RP0775'THE STATION MARK, STAMPED OWEGO 1954, IS A STANDARD DISK SET
 RP0775'IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 22
 RP0775'FEET SOUTH OF A FENCE AND 2.5 FEET NORTH OF A WHITE WITNESS
 RP0775'POST.
 RP0775'
 RP0775'REFERENCE MARK NO. 1, STAMPED OWEGO NO 1 1954, IS A STANDARD
 RP0775'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 RP0775'IT IS APPROXIMATELY 8 FEET LOWER THAN THE STATION.
 RP0775'
 RP0775'REFERENCE MARK NO. 2, STAMPED OWEGO NO 2 1954, IS A STANDARD
 RP0775'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RP0775'IT IS 1 FOOT SOUTH OF THE FENCE AND APPROXIMATELY 25 FEET
 RP0775'LOWER THAN THE STATION.
 RP0775'
 RP0775'THE AZIMUTH MARK, STAMPED OWEGO 1954, IS A STANDARD DISK SET
 RP0775'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 12
 RP0775'FEET NORTH OF THE CENTER OF THE DIRT ROAD, 2 FEET NORTHWEST OF
 RP0775'THE SOUTHWEST CORNER OF THE CEMETERY FENCE AND 1.5 FEET
 RP0775'NORTH OF A WITNESS POST.
 RP0775'
 RP0775'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0018 ***********************************************************************
 RR0018  DESIGNATION -  P 10
 RR0018  PID         -  RR0018
 RR0018  STATE/COUNTY-  ND/BURLEIGH
 RR0018  USGS QUAD   -  MC KENZIE (1975)
 RR0018
 RR0018                         *CURRENT SURVEY CONTROL
 RR0018  ___________________________________________________________________
 RR0018* NAD 83(1986)-  46 49 21.     (N)    100 25 13.     (W)     SCALED    
 RR0018* NAVD 88     -       518.845  (meters)    1702.24   (feet)  ADJUSTED  
 RR0018  ___________________________________________________________________
 RR0018  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 RR0018  DYNAMIC HT  -         518.855 (meters)    1702.28  (feet)  COMP
 RR0018  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 RR0018
 RR0018  VERT ORDER  -  FIRST     CLASS II
 RR0018
 RR0018.The horizontal coordinates were scaled from a topographic map and have
 RR0018.an estimated accuracy of +/- 6 seconds.
 RR0018
 RR0018.The orthometric height was determined by differential leveling
 RR0018.and adjusted by the National Geodetic Survey in June 1991..
 RR0018
 RR0018.The geoid height was determined by GEOID03.
 RR0018
 RR0018.The dynamic height is computed by dividing the NAVD 88
 RR0018.geopotential number by the normal gravity value computed on the
 RR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0018.degrees latitude (g = 980.6199 gals.).
 RR0018
 RR0018.The modeled gravity was interpolated from observed gravity values.
 RR0018
 RR0018;                    North         East    Units  Estimated Accuracy
 RR0018;SPC ND S     -   128,480.      606,080.      MT  (+/- 180 meters Scaled)
 RR0018
 RR0018                          SUPERSEDED SURVEY CONTROL
 RR0018
 RR0018  NGVD 29 (??/??/92)  518.436  (m)         1700.90   (f) ADJ UNCH    1 2
 RR0018
 RR0018.Superseded values are not recommended for survey control.
 RR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0018.See file dsdata.txt to determine how the superseded data were derived.
 RR0018
 RR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS916864(NAD 83)
 RR0018_MARKER: DB = BENCH MARK DISK
 RR0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0018_STAMPING: 1700.902 P 10 1927
 RR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0018+STABILITY: SURFACE MOTION
 RR0018
 RR0018  HISTORY     - Date     Condition        Report By
 RR0018  HISTORY     - 1927     MONUMENTED       CGS
 RR0018  HISTORY     - 1956     GOOD             NGS
 RR0018  HISTORY     - 1975     MARK NOT FOUND   USGS
 RR0018  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0018
 RR0018                          STATION DESCRIPTION
 RR0018
 RR0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0018'IN MCKENZIE.
 RR0018'AT MCKENZIE, BURLEIGH COUNTY, ABOUT 675 FEET NORTHWEST ALONG THE
 RR0018'NORTHERN PACIFIC RAILWAY FROM THE STATION, 44.5 FEET SOUTH OF THE
 RR0018'CENTERLINE OF THE TRACK, 35 FEET SOUTH OF A SWITCH STAND, 33 FEET WEST
 RR0018'OF FIRST POLE SOUTH OF TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK. A
 RR0018'STANDARD DISK STAMPED 1700.902 P 10 1927 AND SET IN THE TOP OF A
 RR0018'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RR0018
 RR0018                          STATION RECOVERY (1975)
 RR0018
 RR0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 RR0018'MARK NOT FOUND.
 RR0018
 RR0018                          STATION RECOVERY (1982)
 RR0018
 RR0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0018'NOT RECOVERED, PROBABLY DESTROYED WHEN SPUR LINE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0341 ***********************************************************************
 RR0341  DESIGNATION -  P 100
 RR0341  PID         -  RR0341
 RR0341  STATE/COUNTY-  ND/GRANT
 RR0341  USGS QUAD   -  LARK (1980)
 RR0341
 RR0341                         *CURRENT SURVEY CONTROL
 RR0341  ___________________________________________________________________
 RR0341* NAD 83(1986)-  46 26 06.     (N)    101 27 00.     (W)     SCALED    
 RR0341* NAVD 88     -       654.290  (meters)    2146.62   (feet)  ADJUSTED  
 RR0341  ___________________________________________________________________
 RR0341  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 RR0341  DYNAMIC HT  -         654.262 (meters)    2146.52  (feet)  COMP
 RR0341  MODELED GRAV-     980,550.6   (mgal)                       NAVD 88
 RR0341
 RR0341  VERT ORDER  -  SECOND    CLASS 0
 RR0341
 RR0341.The horizontal coordinates were scaled from a topographic map and have
 RR0341.an estimated accuracy of +/- 6 seconds.
 RR0341
 RR0341.The orthometric height was determined by differential leveling
 RR0341.and adjusted by the National Geodetic Survey in June 1991..
 RR0341
 RR0341.The geoid height was determined by GEOID03.
 RR0341
 RR0341.The dynamic height is computed by dividing the NAVD 88
 RR0341.geopotential number by the normal gravity value computed on the
 RR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0341.degrees latitude (g = 980.6199 gals.).
 RR0341
 RR0341.The modeled gravity was interpolated from observed gravity values.
 RR0341
 RR0341;                    North         East    Units  Estimated Accuracy
 RR0341;SPC ND S     -    85,850.      526,990.      MT  (+/- 180 meters Scaled)
 RR0341
 RR0341                          SUPERSEDED SURVEY CONTROL
 RR0341
 RR0341  NGVD 29 (??/??/92)  653.799  (m)         2145.01   (f) ADJ UNCH    2 0
 RR0341
 RR0341.Superseded values are not recommended for survey control.
 RR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0341.See file dsdata.txt to determine how the superseded data were derived.
 RR0341
 RR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS117452(NAD 83)
 RR0341_MARKER: DB = BENCH MARK DISK
 RR0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0341_STAMPING: P 100 1934
 RR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0341+STABILITY: SURFACE MOTION
 RR0341
 RR0341  HISTORY     - Date     Condition        Report By
 RR0341  HISTORY     - 1934     MONUMENTED       CGS
 RR0341  HISTORY     - 1956     GOOD             NGS
 RR0341
 RR0341                          STATION DESCRIPTION
 RR0341
 RR0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0341'3.6 MI SW FROM LARK.
 RR0341'3.6 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RR0341'STATION AT LARK, GRANT COUNTY, 240 FEET SOUTHWEST OF MILEPOST 47, NEAR
 RR0341'THE WEST POINT OF CURVATURE OF A RIGHTHAND CURVE, 178 FEET NORTHEAST
 RR0341'OF THE CENTER OF A FIELD-ROAD CROSSING, AT A CHANGE IN THE
 RR0341'RIGHT-OF-WAY WIDTH FROM 100 TO 200 FEET, 27.4 FEET SOUTHEAST OF THE
 RR0341'SOUTHEAST RAIL, AND 32 FEET NORTH OF THE INNER CORNER POST OF THE
 RR0341'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 100 1934 AND SET IN
 RR0341'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QT0218 ***********************************************************************
 QT0218  CBN         -  This is a Cooperative Base Network Control Station.
 QT0218  DESIGNATION -  P 101=CGS
 QT0218  PID         -  QT0218
 QT0218  STATE/COUNTY-  ND/ADAMS
 QT0218  USGS QUAD   -  KID RICH BUTTE (1974)
 QT0218
 QT0218                         *CURRENT SURVEY CONTROL
 QT0218  ___________________________________________________________________
 QT0218* NAD 83(1996)-  45 59 29.31457(N)    102 36 52.30206(W)     ADJUSTED  
 QT0218* NAVD 88     -       807.177  (meters)    2648.21   (feet)  ADJUSTED  
 QT0218  ___________________________________________________________________
 QT0218  X           -    -969,556.431 (meters)                     COMP
 QT0218  Y           -  -4,332,385.643 (meters)                     COMP
 QT0218  Z           -   4,565,157.192 (meters)                     COMP
 QT0218  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 QT0218  ELLIP HEIGHT-         789.50  (meters)          (04/10/03) GPS OBS
 QT0218  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 QT0218  DYNAMIC HT  -         807.086 (meters)    2647.91  (feet)  COMP
 QT0218  MODELED GRAV-     980,475.3   (mgal)                       NAVD 88
 QT0218
 QT0218  HORZ ORDER  -  B
 QT0218  VERT ORDER  -  SECOND    CLASS 0
 QT0218  ELLP ORDER  -  FOURTH    CLASS I
 QT0218
 QT0218.The horizontal coordinates were established by GPS observations
 QT0218.and adjusted by the National Geodetic Survey in August 1997..
 QT0218
 QT0218.The orthometric height was determined by differential leveling
 QT0218.and adjusted by the National Geodetic Survey in June 1991..
 QT0218
 QT0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QT0218
 QT0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 QT0218
 QT0218.The ellipsoidal height was determined by GPS observations
 QT0218.and is referenced to NAD 83.
 QT0218
 QT0218.The geoid height was determined by GEOID03.
 QT0218
 QT0218.The dynamic height is computed by dividing the NAVD 88
 QT0218.geopotential number by the normal gravity value computed on the
 QT0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QT0218.degrees latitude (g = 980.6199 gals.).
 QT0218
 QT0218.The modeled gravity was interpolated from observed gravity values.
 QT0218
 QT0218;                    North         East     Units Scale Factor Converg.
 QT0218;SPC ND S     -    38,310.051   436,189.210   MT  1.00004323   -1 32 32.3
 QT0218;SPC ND S     -   125,689.14  1,431,066.96   iFT  1.00004323   -1 32 32.3
 QT0218;UTM  13      - 5,095,867.239   684,739.173   MT  1.00001957   +1 42 58.3
 QT0218
 QT0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QT0218!SPC ND S     -   0.99987625  x   1.00004323  =   0.99991947
 QT0218!UTM  13      -   0.99987625  x   1.00001957  =   0.99989581
 QT0218
 QT0218                          SUPERSEDED SURVEY CONTROL
 QT0218
 QT0218  ELLIP H (08/29/97)  789.57   (m)                       GP(       ) 3 2
 QT0218  NAVD 88 (08/29/97)  807.18   (m)         2648.2    (f) LEVELING    3  
 QT0218  NGVD 29 (??/??/92)  806.676  (m)         2646.57   (f) ADJ UNCH    2 0
 QT0218
 QT0218.Superseded values are not recommended for survey control.
 QT0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QT0218.See file dsdata.txt to determine how the superseded data were derived.
 QT0218
 QT0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFL8473995867(NAD 83)
 QT0218_MARKER: DB = BENCH MARK DISK
 QT0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QT0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QT0218_STAMPING: P 101 1934
 QT0218_MARK LOGO: CGS   
 QT0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 QT0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QT0218+STABILITY: SURFACE MOTION
 QT0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QT0218+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2003
 QT0218
 QT0218  HISTORY     - Date     Condition        Report By
 QT0218  HISTORY     - 1934     MONUMENTED       CGS
 QT0218  HISTORY     - 1974     GOOD             USGS
 QT0218  HISTORY     - 19961002 GOOD             NGS
 QT0218  HISTORY     - 20030121 GOOD             NDDT
 QT0218
 QT0218                          STATION DESCRIPTION
 QT0218
 QT0218'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 QT0218'1.2 MI E FROM HETTINGER.
 QT0218'HETTINGER, 1.2 MI. SE OF ALONG RR FROM STATION, IN SEC. 18,
 QT0218'T. 129 N., R. 95 W, 56 FT W. OF, 96.5 FT N. OF AND 2.6 FT LOWER
 QT0218'THAN A RD X-ING, 94.1 FT N. OF THE N. RAIL, IN CONC. POST, STD.
 QT0218'TABLET, STAMPED P 101 1934.
 QT0218
 QT0218                          STATION RECOVERY (1996)
 QT0218
 QT0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 QT0218'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF HETTINGER, IN
 QT0218'THE NORTHWEST QUADRANT OF THE JUNCTION OF A SET OF RAILROAD TRACKS AND
 QT0218'A PAVED CROSSING, AND NEAR THE EAST END OF A LOW RIDGE. OWNERSHIP --
 QT0218'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD.  TO REACH FROM THE
 QT0218'JUNCTION OF U.S. HIGHWAY 12 AND STATE HIGHWAY 8 ON THE SOUTHWEST SIDE
 QT0218'OF HETTINGER, GO SOUTH ON HIGHWAY 8 FOR 0.12 KM (0.05 MI) TO A PAVED
 QT0218'ROAD LEFT JUST AFTER CROSSING THE RAILROAD TRACKS.  TURN LEFT, EAST,
 QT0218'ON THE ROAD FOR 1.93 KM (1.20 MI) TO A PAVED CROSSROAD.  TURN RIGHT,
 QT0218'EAST, ON THE ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 QT0218'NOTE -- THE DOWNTOWN ROAD AREA WAS UNDER EXTENSIVE CONSTRUCTION AT
 QT0218'THIS TIME AND A NEW TO-REACH COULD BE NEEDED.  THE STATION IS SET IN
 QT0218'THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 5 CM.  IT IS 36.2 M
 QT0218'(118.8 FT) NORTHWEST OF THE CENTER OF THE JUNCTION OF THE RAILROAD AND
 QT0218'PAVED ROAD, 28.8 M (94.5 FT) NORTH OF THE NORTH RAIL OF THE NORTH SET
 QT0218'OF TRACKS AND ABOUT 1 M (3.3 FT) LOWER THAN THE TRACKS, 27.1 M (88.9
 QT0218'FT) EAST OF A POWER POLE, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE
 QT0218'ROAD AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 QT0218
 QT0218                          STATION RECOVERY (2003)
 QT0218
 QT0218'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2003 (GAK)
 QT0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0599 ***********************************************************************
 SL0599  DESIGNATION -  P 117 RESET
 SL0599  PID         -  SL0599
 SL0599  STATE/COUNTY-  ND/STEELE
 SL0599  USGS QUAD   -  COLGATE (1967)
 SL0599
 SL0599                         *CURRENT SURVEY CONTROL
 SL0599  ___________________________________________________________________
 SL0599* NAD 83(1986)-  47 14 41.     (N)    097 39 22.     (W)     SCALED    
 SL0599* NAVD 88     -       359.182  (meters)    1178.42   (feet)  ADJUSTED  
 SL0599  ___________________________________________________________________
 SL0599  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 SL0599  DYNAMIC HT  -         359.227 (meters)    1178.56  (feet)  COMP
 SL0599  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 SL0599
 SL0599  VERT ORDER  -  SECOND    CLASS 0
 SL0599
 SL0599.The horizontal coordinates were scaled from a topographic map and have
 SL0599.an estimated accuracy of +/- 6 seconds.
 SL0599
 SL0599.The orthometric height was determined by differential leveling
 SL0599.and adjusted by the National Geodetic Survey in June 1991..
 SL0599
 SL0599.The geoid height was determined by GEOID03.
 SL0599
 SL0599.The dynamic height is computed by dividing the NAVD 88
 SL0599.geopotential number by the normal gravity value computed on the
 SL0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0599.degrees latitude (g = 980.6199 gals.).
 SL0599
 SL0599.The modeled gravity was interpolated from observed gravity values.
 SL0599
 SL0599;                    North         East    Units  Estimated Accuracy
 SL0599;SPC ND N     -    31,190.      815,270.      MT  (+/- 180 meters Scaled)
 SL0599
 SL0599                          SUPERSEDED SURVEY CONTROL
 SL0599
 SL0599  NGVD 29 (??/??/92)  358.840  (m)         1177.29   (f) ADJ UNCH    2 0
 SL0599
 SL0599.Superseded values are not recommended for survey control.
 SL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0599.See file dsdata.txt to determine how the superseded data were derived.
 SL0599
 SL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT017332(NAD 83)
 SL0599_MARKER: DB = BENCH MARK DISK
 SL0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0599_STAMPING: P 117 1934 RESET 1964
 SL0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0599+STABILITY: SURFACE MOTION
 SL0599
 SL0599  HISTORY     - Date     Condition        Report By
 SL0599  HISTORY     - 1964     MONUMENTED       CGS
 SL0599
 SL0599                          STATION DESCRIPTION
 SL0599
 SL0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0599'IN COLGATE.
 SL0599'AT COLGATE, ALONG THE GREAT NORTHERN RAILWAY, IN SECTION 33, R 55 W, T
 SL0599'144 N, ABOUT 180 YARDS NORTHWEST OF THE GREAT NORTHERN RAILWAY
 SL0599'STATION, 3 TELEPHONE POLES SOUTHEAST OF MILEPOLE 33, 67 FEET NORTHEAST
 SL0599'AND ACROSS SIDE TRACK FROM THE NORTHEAST RAIL OF MAIN TRACK, 87 FEET
 SL0599'NORTHWEST OF A GRAVELED STREET, 3 FEET SOUTHEAST OF A TELEPHONE POLE,
 SL0599'2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE TOP OF
 SL0599'RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 SL0599'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0664 ***********************************************************************
 SM0664  DESIGNATION -  P 118
 SM0664  PID         -  SM0664
 SM0664  STATE/COUNTY-  ND/BENSON
 SM0664  USGS QUAD   -  TOKIO (1994)
 SM0664
 SM0664                         *CURRENT SURVEY CONTROL
 SM0664  ___________________________________________________________________
 SM0664* NAD 83(1986)-  47 53 49.     (N)    098 46 37.     (W)     SCALED    
 SM0664* NAVD 88     -       456.239  (meters)    1496.84   (feet)  ADJUSTED  
 SM0664  ___________________________________________________________________
 SM0664  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM0664  DYNAMIC HT  -         456.308 (meters)    1497.07  (feet)  COMP
 SM0664  MODELED GRAV-     980,748.4   (mgal)                       NAVD 88
 SM0664
 SM0664  VERT ORDER  -  SECOND    CLASS 0
 SM0664
 SM0664.The horizontal coordinates were scaled from a topographic map and have
 SM0664.an estimated accuracy of +/- 6 seconds.
 SM0664
 SM0664.The orthometric height was determined by differential leveling
 SM0664.and adjusted by the National Geodetic Survey in June 1991..
 SM0664
 SM0664.The geoid height was determined by GEOID03.
 SM0664
 SM0664.The dynamic height is computed by dividing the NAVD 88
 SM0664.geopotential number by the normal gravity value computed on the
 SM0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0664.degrees latitude (g = 980.6199 gals.).
 SM0664
 SM0664.The modeled gravity was interpolated from observed gravity values.
 SM0664
 SM0664;                    North         East    Units  Estimated Accuracy
 SM0664;SPC ND N     -   101,160.      728,820.      MT  (+/- 180 meters Scaled)
 SM0664
 SM0664                          SUPERSEDED SURVEY CONTROL
 SM0664
 SM0664  NGVD 29 (??/??/92)  455.885  (m)         1495.68   (f) ADJ UNCH    2 0
 SM0664
 SM0664.Superseded values are not recommended for survey control.
 SM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0664.See file dsdata.txt to determine how the superseded data were derived.
 SM0664
 SM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU166048(NAD 83)
 SM0664_MARKER: DB = BENCH MARK DISK
 SM0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0664_STAMPING: P-118 1934
 SM0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0664+STABILITY: SURFACE MOTION
 SM0664
 SM0664  HISTORY     - Date     Condition        Report By
 SM0664  HISTORY     - 1934     MONUMENTED       CGS
 SM0664
 SM0664                          STATION DESCRIPTION
 SM0664
 SM0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0664'2.9 MI SE FROM TOKIO.
 SM0664'2.9 MILES SOUTHEAST OF TOKIO DEPOT.  ALONG GREAT NORTHERN RAILROAD, 4
 SM0664'POLES NORTHWEST OF MILEPOST NO. 108, SET IN CONCRETE POST 5 FEET
 SM0664'SOUTHWEST OF POLE, 35 FEET NORTHEAST OF CENTER LINE OF TRACK, 3 FEET
 SM0664'BELOW RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0686 ***********************************************************************
 SM0686  DESIGNATION -  P 119 RESET
 SM0686  PID         -  SM0686
 SM0686  STATE/COUNTY-  ND/EDDY
 SM0686  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0686
 SM0686                         *CURRENT SURVEY CONTROL
 SM0686  ___________________________________________________________________
 SM0686* NAD 83(1986)-  47 41 16.     (N)    098 35 20.     (W)     SCALED    
 SM0686* NAVD 88     -       461.722  (meters)    1514.83   (feet)  ADJUSTED  
 SM0686  ___________________________________________________________________
 SM0686  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 SM0686  DYNAMIC HT  -         461.786 (meters)    1515.04  (feet)  COMP
 SM0686  MODELED GRAV-     980,735.2   (mgal)                       NAVD 88
 SM0686
 SM0686  VERT ORDER  -  SECOND    CLASS 0
 SM0686
 SM0686.The horizontal coordinates were scaled from a topographic map and have
 SM0686.an estimated accuracy of +/- 6 seconds.
 SM0686
 SM0686.The orthometric height was determined by differential leveling
 SM0686.and adjusted by the National Geodetic Survey in June 1991..
 SM0686
 SM0686.The geoid height was determined by GEOID03.
 SM0686
 SM0686.The dynamic height is computed by dividing the NAVD 88
 SM0686.geopotential number by the normal gravity value computed on the
 SM0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0686.degrees latitude (g = 980.6199 gals.).
 SM0686
 SM0686.The modeled gravity was interpolated from observed gravity values.
 SM0686
 SM0686;                    North         East    Units  Estimated Accuracy
 SM0686;SPC ND N     -    78,250.      743,460.      MT  (+/- 180 meters Scaled)
 SM0686
 SM0686                          SUPERSEDED SURVEY CONTROL
 SM0686
 SM0686  NGVD 29 (??/??/92)  461.354  (m)         1513.63   (f) ADJ UNCH    2 0
 SM0686
 SM0686.Superseded values are not recommended for survey control.
 SM0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0686.See file dsdata.txt to determine how the superseded data were derived.
 SM0686
 SM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT308816(NAD 83)
 SM0686_MARKER: DB = BENCH MARK DISK
 SM0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0686_STAMPING: P 119 RESET
 SM0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0686+STABILITY: SURFACE MOTION
 SM0686
 SM0686  HISTORY     - Date     Condition        Report By
 SM0686  HISTORY     - 1961     MONUMENTED       CGS
 SM0686  HISTORY     - 1963     GOOD             NGS
 SM0686
 SM0686                          STATION DESCRIPTION
 SM0686
 SM0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0686'11.15 MI S FROM HAMAR.
 SM0686'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0686'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0686'9.95 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 15, IN SECTION 27, T 149
 SM0686'N, R 62 W, 143 YARDS NORTHEAST OF THE CENTER OF AN INTERSECTION OF
 SM0686'STATE HIGHWAY 20 WITH STATE HIGHWAY 15 AND A TRAIL ROAD, 102 FEET EAST
 SM0686'OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF A POWER POLE, 3
 SM0686'1/2 FEET NORTHWEST OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER POST, 1.2
 SM0686'FEET EAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 SM0686'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0787 ***********************************************************************
 SM0787  DESIGNATION -  P 120
 SM0787  PID         -  SM0787
 SM0787  STATE/COUNTY-  ND/EDDY
 SM0787  USGS QUAD   -  NEW ROCKFORD NE (1986)
 SM0787
 SM0787                         *CURRENT SURVEY CONTROL
 SM0787  ___________________________________________________________________
 SM0787* NAD 83(1986)-  47 41 15.     (N)    099 01 04.     (W)     SCALED    
 SM0787* NAVD 88     -       464.193  (meters)    1522.94   (feet)  ADJUSTED  
 SM0787  ___________________________________________________________________
 SM0787  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 SM0787  DYNAMIC HT  -         464.243 (meters)    1523.10  (feet)  COMP
 SM0787  MODELED GRAV-     980,706.4   (mgal)                       NAVD 88
 SM0787
 SM0787  VERT ORDER  -  SECOND    CLASS 0
 SM0787
 SM0787.The horizontal coordinates were scaled from a topographic map and have
 SM0787.an estimated accuracy of +/- 6 seconds.
 SM0787
 SM0787.The orthometric height was determined by differential leveling
 SM0787.and adjusted by the National Geodetic Survey in June 1991..
 SM0787
 SM0787.The geoid height was determined by GEOID03.
 SM0787
 SM0787.The dynamic height is computed by dividing the NAVD 88
 SM0787.geopotential number by the normal gravity value computed on the
 SM0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0787.degrees latitude (g = 980.6199 gals.).
 SM0787
 SM0787.The modeled gravity was interpolated from observed gravity values.
 SM0787
 SM0787;                    North         East    Units  Estimated Accuracy
 SM0787;SPC ND N     -    77,510.      711,270.      MT  (+/- 180 meters Scaled)
 SM0787
 SM0787                          SUPERSEDED SURVEY CONTROL
 SM0787
 SM0787  NGVD 29 (??/??/92)  463.801  (m)         1521.65   (f) ADJ UNCH    2 0
 SM0787
 SM0787.Superseded values are not recommended for survey control.
 SM0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0787.See file dsdata.txt to determine how the superseded data were derived.
 SM0787
 SM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT986815(NAD 83)
 SM0787_MARKER: DB = BENCH MARK DISK
 SM0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0787_STAMPING: P 120 1934
 SM0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0787+STABILITY: SURFACE MOTION
 SM0787
 SM0787  HISTORY     - Date     Condition        Report By
 SM0787  HISTORY     - 1934     MONUMENTED       CGS
 SM0787  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0787
 SM0787                          STATION DESCRIPTION
 SM0787
 SM0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0787'5.9 MI E FROM NEW ROCKFORD.
 SM0787'5.9 MILES EAST ALONG STATE HIGHWAY 15 FROM THE PUBLIC SCHOOL AT NEW
 SM0787'ROCKFORD, EDDY COUNTY, 27 FEET EAST OF THE CENTERLINE OF A CROSSROAD,
 SM0787'70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A BAR
 SM0787'PIT, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 SM0787'STAMPED P 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0924 ***********************************************************************
 SM0924  DESIGNATION -  P 121
 SM0924  PID         -  SM0924
 SM0924  STATE/COUNTY-  ND/WELLS
 SM0924  USGS QUAD   -  HEIMDAL (1986)
 SM0924
 SM0924                         *CURRENT SURVEY CONTROL
 SM0924  ___________________________________________________________________
 SM0924* NAD 83(1986)-  47 48 11.     (N)    099 40 39.     (W)     SCALED    
 SM0924* NAVD 88     -       474.602  (meters)    1557.09   (feet)  ADJUSTED  
 SM0924  ___________________________________________________________________
 SM0924  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 SM0924  DYNAMIC HT  -         474.665 (meters)    1557.30  (feet)  COMP
 SM0924  MODELED GRAV-     980,731.3   (mgal)                       NAVD 88
 SM0924
 SM0924  VERT ORDER  -  SECOND    CLASS 0
 SM0924
 SM0924.The horizontal coordinates were scaled from a topographic map and have
 SM0924.an estimated accuracy of +/- 6 seconds.
 SM0924
 SM0924.The orthometric height was determined by differential leveling
 SM0924.and adjusted by the National Geodetic Survey in June 1991..
 SM0924
 SM0924.The geoid height was determined by GEOID03.
 SM0924
 SM0924.The dynamic height is computed by dividing the NAVD 88
 SM0924.geopotential number by the normal gravity value computed on the
 SM0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0924.degrees latitude (g = 980.6199 gals.).
 SM0924
 SM0924.The modeled gravity was interpolated from observed gravity values.
 SM0924
 SM0924;                    North         East    Units  Estimated Accuracy
 SM0924;SPC ND N     -    89,610.      661,610.      MT  (+/- 180 meters Scaled)
 SM0924
 SM0924                          SUPERSEDED SURVEY CONTROL
 SM0924
 SM0924  NGVD 29 (??/??/92)  474.221  (m)         1555.84   (f) ADJ UNCH    2 0
 SM0924
 SM0924.Superseded values are not recommended for survey control.
 SM0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0924.See file dsdata.txt to determine how the superseded data were derived.
 SM0924
 SM0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT492946(NAD 83)
 SM0924_MARKER: DB = BENCH MARK DISK
 SM0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0924_STAMPING: P 121 1934
 SM0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0924+STABILITY: SURFACE MOTION
 SM0924
 SM0924  HISTORY     - Date     Condition        Report By
 SM0924  HISTORY     - 1934     MONUMENTED       CGS
 SM0924  HISTORY     - 1960     GOOD             NGS
 SM0924
 SM0924                          STATION DESCRIPTION
 SM0924
 SM0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0924'1.7 MI W FROM HEIMDAL.
 SM0924'1.7 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SM0924'HEIMDAL, WELLS COUNTY, 50 FEET EAST OF MILEPOST 151, ABOUT 1500 FEET
 SM0924'EAST OF A ROAD OVERPASS, 90 YARDS EAST-SOUTHEAST OF A SECTION-LINE
 SM0924'ROAD CROSSING, 24 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 SM0924'2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED P 121 1934 AND
 SM0924'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0906 ***********************************************************************
 SM0906  DESIGNATION -  P 125
 SM0906  PID         -  SM0906
 SM0906  STATE/COUNTY-  ND/KIDDER
 SM0906  USGS QUAD   -  LAKE WILLIAMS (1972)
 SM0906
 SM0906                         *CURRENT SURVEY CONTROL
 SM0906  ___________________________________________________________________
 SM0906* NAD 83(1986)-  47 08 00.     (N)    099 36 52.     (W)     SCALED    
 SM0906* NAVD 88     -       546.393  (meters)    1792.62   (feet)  ADJUSTED  
 SM0906  ___________________________________________________________________
 SM0906  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 SM0906  DYNAMIC HT  -         546.422 (meters)    1792.72  (feet)  COMP
 SM0906  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 SM0906
 SM0906  VERT ORDER  -  SECOND    CLASS 0
 SM0906
 SM0906.The horizontal coordinates were scaled from a topographic map and have
 SM0906.an estimated accuracy of +/- 6 seconds.
 SM0906
 SM0906.The orthometric height was determined by differential leveling
 SM0906.and adjusted by the National Geodetic Survey in June 1991..
 SM0906
 SM0906.The geoid height was determined by GEOID03.
 SM0906
 SM0906.The dynamic height is computed by dividing the NAVD 88
 SM0906.geopotential number by the normal gravity value computed on the
 SM0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0906.degrees latitude (g = 980.6199 gals.).
 SM0906
 SM0906.The modeled gravity was interpolated from observed gravity values.
 SM0906
 SM0906;                    North         East    Units  Estimated Accuracy
 SM0906;SPC ND S     -   163,410.      667,180.      MT  (+/- 180 meters Scaled)
 SM0906
 SM0906                          SUPERSEDED SURVEY CONTROL
 SM0906
 SM0906  NGVD 29 (??/??/92)  545.986  (m)         1791.29   (f) ADJ UNCH    2 0
 SM0906
 SM0906.Superseded values are not recommended for survey control.
 SM0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0906.See file dsdata.txt to determine how the superseded data were derived.
 SM0906
 SM0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT534201(NAD 83)
 SM0906_MARKER: DB = BENCH MARK DISK
 SM0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0906_STAMPING: P 125 1934
 SM0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0906+STABILITY: SURFACE MOTION
 SM0906
 SM0906  HISTORY     - Date     Condition        Report By
 SM0906  HISTORY     - 1934     MONUMENTED       CGS
 SM0906  HISTORY     - 1957     GOOD             NGS
 SM0906  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 SM0906
 SM0906                          STATION DESCRIPTION
 SM0906
 SM0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SM0906'IN LAKE WILLIAMS.
 SM0906'AT LAKE WILLIAMS, KIDDER COUNTY, ON THE NORTHERN PACIFIC RAILWAY,
 SM0906'ABOUT 150 FEET EAST OF THE STATION, 100 FEET SOUTH OF THE SOUTHWEST
 SM0906'CORNER OF A GRAIN ELEVATOR, 37 FEET SOUTH OF THE CENTER LINE OF THE
 SM0906'TRACK, 6 FEET NORTHWEST OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE TOP
 SM0906'OF THE RAIL.  A STANDARD DISK, STAMPED P 125 1934 AND SET IN THE TOP
 SM0906'OF A CONCRETE POST.
 SM0906
 SM0906                          STATION RECOVERY (1983)
 SM0906
 SM0906'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 SM0906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0103 ***********************************************************************
 SN0103  DESIGNATION -  P 126
 SN0103  PID         -  SN0103
 SN0103  STATE/COUNTY-  ND/BURLEIGH
 SN0103  USGS QUAD   -  REGAN (1979)
 SN0103
 SN0103                         *CURRENT SURVEY CONTROL
 SN0103  ___________________________________________________________________
 SN0103* NAD 83(1986)-  47 09 22.     (N)    100 31 26.     (W)     SCALED    
 SN0103* NAVD 88     -       619.657  (meters)    2032.99   (feet)  ADJUSTED  
 SN0103  ___________________________________________________________________
 SN0103  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 SN0103  DYNAMIC HT  -         619.674 (meters)    2033.05  (feet)  COMP
 SN0103  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 SN0103
 SN0103  VERT ORDER  -  SECOND    CLASS 0
 SN0103
 SN0103.The horizontal coordinates were scaled from a topographic map and have
 SN0103.an estimated accuracy of +/- 6 seconds.
 SN0103
 SN0103.The orthometric height was determined by differential leveling
 SN0103.and adjusted by the National Geodetic Survey in June 1991..
 SN0103
 SN0103.The geoid height was determined by GEOID03.
 SN0103
 SN0103.The dynamic height is computed by dividing the NAVD 88
 SN0103.geopotential number by the normal gravity value computed on the
 SN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0103.degrees latitude (g = 980.6199 gals.).
 SN0103
 SN0103.The modeled gravity was interpolated from observed gravity values.
 SN0103
 SN0103;                    North         East    Units  Estimated Accuracy
 SN0103;SPC ND S     -   165,560.      598,190.      MT  (+/- 180 meters Scaled)
 SN0103
 SN0103                          SUPERSEDED SURVEY CONTROL
 SN0103
 SN0103  NGVD 29 (??/??/92)  619.232  (m)         2031.60   (f) ADJ UNCH    2 0
 SN0103
 SN0103.Superseded values are not recommended for survey control.
 SN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0103.See file dsdata.txt to determine how the superseded data were derived.
 SN0103
 SN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT844236(NAD 83)
 SN0103_MARKER: DB = BENCH MARK DISK
 SN0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SN0103_SP_SET: FOUNDATION
 SN0103_STAMPING: P 126 1934
 SN0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN0103
 SN0103  HISTORY     - Date     Condition        Report By
 SN0103  HISTORY     - 1934     MONUMENTED       CGS
 SN0103  HISTORY     - 1957     GOOD             NGS
 SN0103  HISTORY     - 1976     GOOD             LOCENG
 SN0103
 SN0103                          STATION DESCRIPTION
 SN0103
 SN0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 SN0103'IN REGAN.
 SN0103'ALONG NORTHERN PACIFIC RAILROAD 5 POLES EAST OF DEPOT AT RAILROAD
 SN0103'WATER TANK 15 POLES EAST OF MILEPOST NO. 81.  SET IN CONCRETE
 SN0103'FOUNDATION 2 FEET ABOVE RAIL LEVEL, 3 FEET NORTH OF THE WEST ONE OF
 SN0103'THE TWO SOUTH LEGS OF TANK.  NOTE-- THE WATER TANK HAS BEEN REMOVED
 SN0103'BUT THE CONCRETE FOUNDATION PIERS REMAIN.
 SN0103
 SN0103                          STATION RECOVERY (1976)
 SN0103
 SN0103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 SN0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0247 ***********************************************************************
 RR0247  DESIGNATION -  P 127
 RR0247  PID         -  RR0247
 RR0247  STATE/COUNTY-  ND/MORTON
 RR0247  USGS QUAD   -  SCHMIDT (1976)
 RR0247
 RR0247                         *CURRENT SURVEY CONTROL
 RR0247  ___________________________________________________________________
 RR0247* NAD 83(1986)-  46 40 25.     (N)    100 46 53.     (W)     SCALED    
 RR0247* NAVD 88     -       505.146  (meters)    1657.30   (feet)  ADJUSTED  
 RR0247  ___________________________________________________________________
 RR0247  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 RR0247  DYNAMIC HT  -         505.144 (meters)    1657.29  (feet)  COMP
 RR0247  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RR0247
 RR0247  VERT ORDER  -  SECOND    CLASS 0
 RR0247
 RR0247.The horizontal coordinates were scaled from a topographic map and have
 RR0247.an estimated accuracy of +/- 6 seconds.
 RR0247
 RR0247.The orthometric height was determined by differential leveling
 RR0247.and adjusted by the National Geodetic Survey in June 1991..
 RR0247
 RR0247.The geoid height was determined by GEOID03.
 RR0247
 RR0247.The dynamic height is computed by dividing the NAVD 88
 RR0247.geopotential number by the normal gravity value computed on the
 RR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0247.degrees latitude (g = 980.6199 gals.).
 RR0247
 RR0247.The modeled gravity was interpolated from observed gravity values.
 RR0247
 RR0247;                    North         East    Units  Estimated Accuracy
 RR0247;SPC ND S     -   111,970.      578,470.      MT  (+/- 180 meters Scaled)
 RR0247
 RR0247                          SUPERSEDED SURVEY CONTROL
 RR0247
 RR0247  NGVD 29 (??/??/92)  504.720  (m)         1655.90   (f) ADJ UNCH    2 0
 RR0247
 RR0247.Superseded values are not recommended for survey control.
 RR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0247.See file dsdata.txt to determine how the superseded data were derived.
 RR0247
 RR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS637704(NAD 83)
 RR0247_MARKER: DB = BENCH MARK DISK
 RR0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0247_STAMPING: P-127 1934
 RR0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0247+STABILITY: SURFACE MOTION
 RR0247
 RR0247  HISTORY     - Date     Condition        Report By
 RR0247  HISTORY     - 1934     MONUMENTED       CGS
 RR0247  HISTORY     - 1956     GOOD             NGS
 RR0247
 RR0247                          STATION DESCRIPTION
 RR0247
 RR0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0247'IN SCHMIDT.
 RR0247'200 FEET SOUTHEAST OF DEPOT, SET IN CONCRETE POST, 35 FT SOUTHWEST OF
 RR0247'CENTERLINE OF TRACK, 44 FEET SOUTHEAST OF GRADE CROSSING, AT TRACK
 RR0247'LEVEL.
 RR0247
 RR0247                          STATION RECOVERY (1956)
 RR0247
 RR0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0132 ***********************************************************************
 RR0132  DESIGNATION -  P 128 RESET
 RR0132  PID         -  RR0132
 RR0132  STATE/COUNTY-  ND/SIOUX
 RR0132  USGS QUAD   -  CANNON BALL SW (1968)
 RR0132
 RR0132                         *CURRENT SURVEY CONTROL
 RR0132  ___________________________________________________________________
 RR0132* NAD 83(1986)-  46 18 17.     (N)    100 38 08.     (W)     SCALED    
 RR0132* NAVD 88     -       525.74   (+/-2cm)    1724.9    (feet)  VERTCON   
 RR0132  ___________________________________________________________________
 RR0132  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 RR0132
 RR0132  VERT ORDER  -  THIRD (See Below)
 RR0132
 RR0132.The horizontal coordinates were scaled from a topographic map and have
 RR0132.an estimated accuracy of +/- 6 seconds.
 RR0132
 RR0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0132.The vertical order pertains to the NGVD 29 superseded value.
 RR0132
 RR0132.The geoid height was determined by GEOID03.
 RR0132
 RR0132;                    North         East    Units  Estimated Accuracy
 RR0132;SPC ND S     -    70,930.      589,560.      MT  (+/- 180 meters Scaled)
 RR0132
 RR0132                          SUPERSEDED SURVEY CONTROL
 RR0132
 RR0132  NGVD 29 (11/04/04)  525.35   (m)         1723.6    (f) RESET       3  
 RR0132
 RR0132.Superseded values are not recommended for survey control.
 RR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0132.See file dsdata.txt to determine how the superseded data were derived.
 RR0132
 RR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS740292(NAD 83)
 RR0132_MARKER: DB = BENCH MARK DISK
 RR0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0132_STAMPING: P 128 RESET 1965
 RR0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0132+STABILITY: SURFACE MOTION
 RR0132
 RR0132  HISTORY     - Date     Condition        Report By
 RR0132  HISTORY     - 1965     MONUMENTED       CGS
 RR0132
 RR0132                          STATION DESCRIPTION
 RR0132
 RR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 RR0132'9.0 MI S FROM CANNON BALL.
 RR0132'9.0 MILES SOUTH ALONG STATE HIGHWAY 24 FROM THE NORTHERN PACIFIC
 RR0132'RAILWAY STATION AT CANNON BALL, SIOUX COUNTY, 200 FEET EAST OF THE
 RR0132'BOTTOM OF A DRAW, 100 FEET WEST OF THE CENTER OF STATE HIGHWAY 24, 1
 RR0132'FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE
 RR0132'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QS0359 ***********************************************************************
 QS0359  DESIGNATION -  P 129
 QS0359  PID         -  QS0359
 QS0359  STATE/COUNTY-  ND/SIOUX
 QS0359  USGS QUAD   -  MAPLE LEAF (1971)
 QS0359
 QS0359                         *CURRENT SURVEY CONTROL
 QS0359  ___________________________________________________________________
 QS0359* NAD 83(1986)-  45 57 29.     (N)    100 53 30.     (W)     SCALED    
 QS0359* NAVD 88     -       645.571  (meters)    2118.01   (feet)  ADJUSTED  
 QS0359  ___________________________________________________________________
 QS0359  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 QS0359  DYNAMIC HT  -         645.518 (meters)    2117.84  (feet)  COMP
 QS0359  MODELED GRAV-     980,511.9   (mgal)                       NAVD 88
 QS0359
 QS0359  VERT ORDER  -  SECOND    CLASS 0
 QS0359
 QS0359.The horizontal coordinates were scaled from a topographic map and have
 QS0359.an estimated accuracy of +/- 6 seconds.
 QS0359
 QS0359.The orthometric height was determined by differential leveling
 QS0359.and adjusted by the National Geodetic Survey in June 1991..
 QS0359
 QS0359.The geoid height was determined by GEOID03.
 QS0359
 QS0359.The dynamic height is computed by dividing the NAVD 88
 QS0359.geopotential number by the normal gravity value computed on the
 QS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QS0359.degrees latitude (g = 980.6199 gals.).
 QS0359
 QS0359.The modeled gravity was interpolated from observed gravity values.
 QS0359
 QS0359;                    North         East    Units  Estimated Accuracy
 QS0359;SPC ND S     -    32,470.      569,640.      MT  (+/- 180 meters Scaled)
 QS0359
 QS0359                          SUPERSEDED SURVEY CONTROL
 QS0359
 QS0359  NGVD 29 (??/??/92)  645.145  (m)         2116.61   (f) ADJ UNCH    2 0
 QS0359
 QS0359.Superseded values are not recommended for survey control.
 QS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QS0359.See file dsdata.txt to determine how the superseded data were derived.
 QS0359
 QS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR534911(NAD 83)
 QS0359_MARKER: DB = BENCH MARK DISK
 QS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QS0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QS0359_STAMPING: P 129 1934
 QS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QS0359+STABILITY: SURFACE MOTION
 QS0359
 QS0359  HISTORY     - Date     Condition        Report By
 QS0359  HISTORY     - 1934     MONUMENTED       CGS
 QS0359  HISTORY     - 1956     GOOD             NGS
 QS0359
 QS0359                          STATION DESCRIPTION
 QS0359
 QS0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QS0359'2.1 MI N FROM MAPLE LEAF.
 QS0359'IN SIOUX COUNTY, NORTH DAKOTA, ABOUT 2.1 MILES NORTH ALONG THE
 QS0359'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 QS0359'STATION AT MAPLE LEAF, CORSON COUNTY, SOUTH DAKOTA, ABOUT 9 POLES
 QS0359'NORTH OF MILEPOST 11, AT A ROAD CROSSING, 50 FEET WEST OF THE
 QS0359'CENTER LINE OF THE TRACK.  18 FEET SOUTH OF THE CENTER LINE OF
 QS0359'THE ROAD, 6 FEET WEST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.
 QS0359'A STANDARD DISK, STAMPED P 129 1934 AND SET IN THE TOP OF A
 QS0359'CONCRETE POST.
 QS0359
 QS0359                          STATION RECOVERY (1956)
 QS0359
 QS0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 QS0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0011 ***********************************************************************
 RT0011  DESIGNATION -  P 13
 RT0011  PID         -  RT0011
 RT0011  STATE/COUNTY-  ND/GOLDEN VALLEY
 RT0011  USGS QUAD   -  BEACH WEST (1982)
 RT0011
 RT0011                         *CURRENT SURVEY CONTROL
 RT0011  ___________________________________________________________________
 RT0011* NAD 83(1986)-  46 54 47.     (N)    104 00 16.     (W)     SCALED    
 RT0011* NAVD 88     -       850.177  (meters)    2789.29   (feet)  ADJUSTED  
 RT0011  ___________________________________________________________________
 RT0011  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0011  DYNAMIC HT  -         850.163 (meters)    2789.24  (feet)  COMP
 RT0011  MODELED GRAV-     980,567.1   (mgal)                       NAVD 88
 RT0011
 RT0011  VERT ORDER  -  FIRST     CLASS II
 RT0011
 RT0011.The horizontal coordinates were scaled from a topographic map and have
 RT0011.an estimated accuracy of +/- 6 seconds.
 RT0011
 RT0011.The orthometric height was determined by differential leveling
 RT0011.and adjusted by the National Geodetic Survey in June 1991..
 RT0011
 RT0011.The geoid height was determined by GEOID03.
 RT0011
 RT0011.The dynamic height is computed by dividing the NAVD 88
 RT0011.geopotential number by the normal gravity value computed on the
 RT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0011.degrees latitude (g = 980.6199 gals.).
 RT0011
 RT0011.The modeled gravity was interpolated from observed gravity values.
 RT0011
 RT0011;                    North         East    Units  Estimated Accuracy
 RT0011;SPC ND S     -   144,500.      333,140.      MT  (+/- 180 meters Scaled)
 RT0011
 RT0011                          SUPERSEDED SURVEY CONTROL
 RT0011
 RT0011  NGVD 29 (??/??/92)  849.539  (m)         2787.20   (f) ADJ UNCH    1 2
 RT0011
 RT0011.Superseded values are not recommended for survey control.
 RT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RT0011.See file dsdata.txt to determine how the superseded data were derived.
 RT0011
 RT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM758959(NAD 83)
 RT0011_MARKER: DB = BENCH MARK DISK
 RT0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RT0011_SP_SET: STEP
 RT0011_STAMPING: 2787.196 P 13 1931
 RT0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RT0011
 RT0011  HISTORY     - Date     Condition        Report By
 RT0011  HISTORY     - 1931     MONUMENTED       CGS
 RT0011  HISTORY     - 1938     GOOD             NGS
 RT0011  HISTORY     - 1976     GOOD             NGS
 RT0011
 RT0011                          STATION DESCRIPTION
 RT0011
 RT0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RT0011'IN BEACH.
 RT0011'AT BEACH, GOLDEN VALLEY COUNTY, AT THE GOLDEN VALLEY COUNTY
 RT0011'COURTHOUSE, AT THE MAIN ENTRANCE AND IN THE NORTH END OF THE LOWER
 RT0011'STEP.  A STANDARD DISK, STAMPED 2787.196 P 13 1931.
 RT0011
 RT0011                          STATION RECOVERY (1976)
 RT0011
 RT0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RT0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RT0012 ***********************************************************************
 RT0012  DESIGNATION -  P 13 RESET
 RT0012  PID         -  RT0012
 RT0012  STATE/COUNTY-  ND/GOLDEN VALLEY
 RT0012  USGS QUAD   -  BEACH WEST (1982)
 RT0012
 RT0012                         *CURRENT SURVEY CONTROL
 RT0012  ___________________________________________________________________
 RT0012* NAD 83(1986)-  46 54 48.     (N)    104 00 17.     (W)     SCALED    
 RT0012* NAVD 88     -       851.847  (meters)    2794.77   (feet)  ADJUSTED  
 RT0012  ___________________________________________________________________
 RT0012  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 RT0012  DYNAMIC HT  -         851.833 (meters)    2794.72  (feet)  COMP
 RT0012  MODELED GRAV-     980,567.2   (mgal)                       NAVD 88
 RT0012
 RT0012  VERT ORDER  -  FIRST     CLASS II
 RT0012
 RT0012.The horizontal coordinates were scaled from a topographic map and have
 RT0012.an estimated accuracy of +/- 6 seconds.
 RT0012
 RT0012.The orthometric height was determined by differential leveling
 RT0012.and adjusted by the National Geodetic Survey in June 1991..
 RT0012
 RT0012.The geoid height was determined by GEOID03.
 RT0012
 RT0012.The dynamic height is computed by dividing the NAVD 88
 RT0012.geopotential number by the normal gravity value computed on the
 RT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RT0012.degrees latitude (g = 980.6199 gals.).
 RT0012
 RT0012.The modeled gravity was interpolated from observed gravity values.
 RT0012
 RT0012;                    North         East    Units  Estimated Accuracy
 RT0012;SPC ND S     -   144,530.      333,120.      MT  (+/- 180 meters Scaled)
 RT0012
 RT0012                          SUPERSEDED SURVEY CONTROL
 RT0012
 RT0012.No superseded survey control is available for this station.
 RT0012
 RT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEM757960(NAD 83)
 RT0012_MARKER: DB = BENCH MARK DISK
 RT0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RT0012_SP_SET: BUILDING
 RT0012_STAMPING: P 13 RESET 1976
 RT0012_MARK LOGO: NGS   
 RT0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RT0012
 RT0012  HISTORY     - Date     Condition        Report By
 RT0012  HISTORY     - 1976     MONUMENTED       NGS
 RT0012  HISTORY     - 1982     GOOD             NGS
 RT0012  HISTORY     - 1984     GOOD             NGS
 RT0012
 RT0012                          STATION DESCRIPTION
 RT0012
 RT0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 RT0012'IN BEACH.
 RT0012'IN THE CENTRAL PART OF BEACH, IN THE WEST WALL OF THE COURTHOUSE, 5.7
 RT0012'FT. ABOVE GROUND LEVEL, 1.0 FT. NORTH OF THE SOUTHWEST CORNER OF THE
 RT0012'BUILDING, SET VERTICAL IN A DRILL HOLE IN THE BRICK WALL.
 RT0012
 RT0012                          STATION RECOVERY (1982)
 RT0012
 RT0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RT0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RT0012'IN BEACH, AT THE INTERSECTION OF FIRST AVENUE SOUTHEAST AND SECOND
 RT0012'STREET SOUTHEAST, SET VERTICALLY IN THE WEST FACE OF THE COUNTY
 RT0012'COURTHOUSE, 51.2 METERS (168.0 FT) NORTH OF THE CENTER OF THE STREET,
 RT0012'24.1 METERS (79.1 FT) WEST OF THE CENTER OF THE AVENUE, 12.1 METERS
 RT0012'(39.7 FT) SOUTH OF THE CENTER OF THE COURTHOUSE ENTRANCE AND 0.3 METER
 RT0012'(1.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 RT0012'THE MARK IS 1.7 M ABOVE THE GROUND.
 RT0012
 RT0012                          STATION RECOVERY (1984)
 RT0012
 RT0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RT0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0381 ***********************************************************************
 RR0381  DESIGNATION -  P 130
 RR0381  PID         -  RR0381
 RR0381  STATE/COUNTY-  ND/MORTON
 RR0381  USGS QUAD   -  DOGTOOTH BUTTES (1980)
 RR0381
 RR0381                         *CURRENT SURVEY CONTROL
 RR0381  ___________________________________________________________________
 RR0381* NAD 83(1986)-  46 27 32.     (N)    101 17 18.     (W)     SCALED    
 RR0381* NAVD 88     -       601.023  (meters)    1971.86   (feet)  ADJUSTED  
 RR0381  ___________________________________________________________________
 RR0381  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 RR0381  DYNAMIC HT  -         601.009 (meters)    1971.81  (feet)  COMP
 RR0381  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 RR0381
 RR0381  VERT ORDER  -  SECOND    CLASS 0
 RR0381
 RR0381.The horizontal coordinates were scaled from a topographic map and have
 RR0381.an estimated accuracy of +/- 6 seconds.
 RR0381
 RR0381.The orthometric height was determined by differential leveling
 RR0381.and adjusted by the National Geodetic Survey in June 1991..
 RR0381
 RR0381.The geoid height was determined by GEOID03.
 RR0381
 RR0381.The dynamic height is computed by dividing the NAVD 88
 RR0381.geopotential number by the normal gravity value computed on the
 RR0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0381.degrees latitude (g = 980.6199 gals.).
 RR0381
 RR0381.The modeled gravity was interpolated from observed gravity values.
 RR0381
 RR0381;                    North         East    Units  Estimated Accuracy
 RR0381;SPC ND S     -    88,360.      539,440.      MT  (+/- 180 meters Scaled)
 RR0381
 RR0381                          SUPERSEDED SURVEY CONTROL
 RR0381
 RR0381  NGVD 29 (??/??/92)  600.561  (m)         1970.34   (f) ADJ UNCH    2 0
 RR0381
 RR0381.Superseded values are not recommended for survey control.
 RR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0381.See file dsdata.txt to determine how the superseded data were derived.
 RR0381
 RR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS242475(NAD 83)
 RR0381_MARKER: DB = BENCH MARK DISK
 RR0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0381_STAMPING: P 130 1934
 RR0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0381+STABILITY: SURFACE MOTION
 RR0381
 RR0381  HISTORY     - Date     Condition        Report By
 RR0381  HISTORY     - 1934     MONUMENTED       CGS
 RR0381  HISTORY     - 1956     GOOD             NGS
 RR0381  HISTORY     - 1985     MARK NOT FOUND   NGS
 RR0381
 RR0381                          STATION DESCRIPTION
 RR0381
 RR0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0381'3.0 MI W FROM FLASHER.
 RR0381'3.0 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RR0381'FLASHER, MORTON COUNTY, 3 FEET EAST OF THE FIFTEENTH POLE WEST OF
 RR0381'MILEPOST 37, 125 FEET EAST OF A ROAD CROSSING, AND 37 FEET NORTH OF
 RR0381'THE NORTH RAIL.  A STANDARD DISK, STAMPED 1970.327 P 130 1934 AND SET
 RR0381'IN THE TOP OF A CONCRETE POST.
 RR0381
 RR0381                          STATION RECOVERY (1985)
 RR0381
 RR0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0381'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0105 ***********************************************************************
 RS0105  DESIGNATION -  P 14
 RS0105  PID         -  RS0105
 RS0105  STATE/COUNTY-  ND/STARK
 RS0105  USGS QUAD   -  GLADSTONE (1973)
 RS0105
 RS0105                         *CURRENT SURVEY CONTROL
 RS0105  ___________________________________________________________________
 RS0105* NAD 83(1986)-  46 51 41.     (N)    102 34 01.     (W)     SCALED    
 RS0105* NAVD 88     -       718.017  (meters)    2355.69   (feet)  ADJUSTED  
 RS0105  ___________________________________________________________________
 RS0105  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 RS0105  DYNAMIC HT  -         718.022 (meters)    2355.71  (feet)  COMP
 RS0105  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 RS0105
 RS0105  VERT ORDER  -  FIRST     CLASS II
 RS0105
 RS0105.The horizontal coordinates were scaled from a topographic map and have
 RS0105.an estimated accuracy of +/- 6 seconds.
 RS0105
 RS0105.The orthometric height was determined by differential leveling
 RS0105.and adjusted by the National Geodetic Survey in June 1991..
 RS0105
 RS0105.The geoid height was determined by GEOID03.
 RS0105
 RS0105.The dynamic height is computed by dividing the NAVD 88
 RS0105.geopotential number by the normal gravity value computed on the
 RS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0105.degrees latitude (g = 980.6199 gals.).
 RS0105
 RS0105.The modeled gravity was interpolated from observed gravity values.
 RS0105
 RS0105;                    North         East    Units  Estimated Accuracy
 RS0105;SPC ND S     -   134,880.      442,420.      MT  (+/- 180 meters Scaled)
 RS0105
 RS0105                          SUPERSEDED SURVEY CONTROL
 RS0105
 RS0105  NGVD 29 (??/??/92)  717.498  (m)         2353.99   (f) ADJ UNCH    1 2
 RS0105
 RS0105.Superseded values are not recommended for survey control.
 RS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0105.See file dsdata.txt to determine how the superseded data were derived.
 RS0105
 RS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM854926(NAD 83)
 RS0105_MARKER: DB = BENCH MARK DISK
 RS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0105_STAMPING: P 14 1931 2353.991
 RS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0105+STABILITY: SURFACE MOTION
 RS0105
 RS0105  HISTORY     - Date     Condition        Report By
 RS0105  HISTORY     - 1931     MONUMENTED       CGS
 RS0105  HISTORY     - 1941     GOOD             NGS
 RS0105
 RS0105                          STATION DESCRIPTION
 RS0105
 RS0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 RS0105'IN GLADSTONE.
 RS0105'AT GLADSTONE, STARK COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 365 FEET
 RS0105'EAST OF THE NORTHEAST CORNER OF THE STATION, 785 FEET WEST OF MILEPOST
 RS0105'98, 111 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 22 FEET
 RS0105'EAST OF THE THIRD POLE EAST OF THE STATION.  A STANDARD DISK, STAMPED
 RS0105'2353.991 P 14 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 RS0105'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0319 ***********************************************************************
 RR0319  DESIGNATION -  P 15
 RR0319  PID         -  RR0319
 RR0319  STATE/COUNTY-  ND/MORTON
 RR0319  USGS QUAD   -  NEW SALEM (1980)
 RR0319
 RR0319                         *CURRENT SURVEY CONTROL
 RR0319  ___________________________________________________________________
 RR0319* NAD 83(1986)-  46 46 54.     (N)    101 29 51.     (W)     SCALED    
 RR0319* NAVD 88     -       598.937  (meters)    1965.01   (feet)  ADJUSTED  
 RR0319  ___________________________________________________________________
 RR0319  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 RR0319  DYNAMIC HT  -         598.938 (meters)    1965.02  (feet)  COMP
 RR0319  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 RR0319
 RR0319  VERT ORDER  -  FIRST     CLASS II
 RR0319
 RR0319.The horizontal coordinates were scaled from a topographic map and have
 RR0319.an estimated accuracy of +/- 6 seconds.
 RR0319
 RR0319.The orthometric height was determined by differential leveling
 RR0319.and adjusted by the National Geodetic Survey in June 1991..
 RR0319
 RR0319.The geoid height was determined by GEOID03.
 RR0319
 RR0319.The dynamic height is computed by dividing the NAVD 88
 RR0319.geopotential number by the normal gravity value computed on the
 RR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0319.degrees latitude (g = 980.6199 gals.).
 RR0319
 RR0319.The modeled gravity was interpolated from observed gravity values.
 RR0319
 RR0319;                    North         East    Units  Estimated Accuracy
 RR0319;SPC ND S     -   124,420.      523,830.      MT  (+/- 180 meters Scaled)
 RR0319
 RR0319                          SUPERSEDED SURVEY CONTROL
 RR0319
 RR0319  NGVD 29 (??/??/92)  598.495  (m)         1963.56   (f) ADJ UNCH    1 2
 RR0319
 RR0319.Superseded values are not recommended for survey control.
 RR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0319.See file dsdata.txt to determine how the superseded data were derived.
 RR0319
 RR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS093839(NAD 83)
 RR0319_MARKER: DB = BENCH MARK DISK
 RR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0319_STAMPING: P 15 1931
 RR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0319+STABILITY: SURFACE MOTION
 RR0319
 RR0319  HISTORY     - Date     Condition        Report By
 RR0319  HISTORY     - 1931     MONUMENTED       CGS
 RR0319  HISTORY     - 1956     GOOD             NGS
 RR0319  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0319
 RR0319                          STATION DESCRIPTION
 RR0319
 RR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0319'7.5 MI W FROM NEW SALEM.
 RR0319'7-1/2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM NEW SALEM,
 RR0319'MORTON COUNTY, 120 FEET EAST OF THE STATION AT SIMS, 126 FEET
 RR0319'SOUTHEAST OF THE SOUTHEAST RAIL, AND 16 FEET NORTH OF THE MIDDLE OF
 RR0319'THE NORTH END OF THE PUMP HOUSE.  A STANDARD DISK, STAMPED 1963.562 P
 RR0319'15 1931 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 RR0319'GROUND.  NOTE-- THE RAILROAD AND RAILROAD STATION HAS BEEN REMOVED AT
 RR0319'SIMS.  THE FOUNDATION OF THE PUMP HOUSE REMAINS AND THE MARK IS 15
 RR0319'FEET NORTH OF THE MIDDLE OF THE NORTH END OF THE FOUNDATION.
 RR0319
 RR0319                          STATION RECOVERY (1982)
 RR0319
 RR0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0387 ***********************************************************************
 RQ0387  DESIGNATION -  P 16
 RQ0387  PID         -  RQ0387
 RQ0387  STATE/COUNTY-  ND/KIDDER
 RQ0387  USGS QUAD   -  TAPPEN SOUTH (1952)
 RQ0387
 RQ0387                         *CURRENT SURVEY CONTROL
 RQ0387  ___________________________________________________________________
 RQ0387* NAD 83(1986)-  46 52 18.     (N)    099 41 23.     (W)     SCALED    
 RQ0387* NAVD 88     -       532.011  (meters)    1745.44   (feet)  ADJUSTED  
 RQ0387  ___________________________________________________________________
 RQ0387  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RQ0387  DYNAMIC HT  -         532.030 (meters)    1745.50  (feet)  COMP
 RQ0387  MODELED GRAV-     980,631.4   (mgal)                       NAVD 88
 RQ0387
 RQ0387  VERT ORDER  -  FIRST     CLASS II
 RQ0387
 RQ0387.The horizontal coordinates were scaled from a topographic map and have
 RQ0387.an estimated accuracy of +/- 6 seconds.
 RQ0387
 RQ0387.The orthometric height was determined by differential leveling
 RQ0387.and adjusted by the National Geodetic Survey in June 1991..
 RQ0387
 RQ0387.The geoid height was determined by GEOID03.
 RQ0387
 RQ0387.The dynamic height is computed by dividing the NAVD 88
 RQ0387.geopotential number by the normal gravity value computed on the
 RQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0387.degrees latitude (g = 980.6199 gals.).
 RQ0387
 RQ0387.The modeled gravity was interpolated from observed gravity values.
 RQ0387
 RQ0387;                    North         East    Units  Estimated Accuracy
 RQ0387;SPC ND S     -   134,260.      661,770.      MT  (+/- 180 meters Scaled)
 RQ0387
 RQ0387                          SUPERSEDED SURVEY CONTROL
 RQ0387
 RQ0387  NGVD 29 (??/??/92)  531.604  (m)         1744.10   (f) ADJ UNCH    1 2
 RQ0387
 RQ0387.Superseded values are not recommended for survey control.
 RQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0387.See file dsdata.txt to determine how the superseded data were derived.
 RQ0387
 RQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS474911(NAD 83)
 RQ0387_MARKER: DB = BENCH MARK DISK
 RQ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0387_STAMPING: 1704.104 P 16 1931
 RQ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0387+STABILITY: SURFACE MOTION
 RQ0387
 RQ0387  HISTORY     - Date     Condition        Report By
 RQ0387  HISTORY     - 1931     MONUMENTED       CGS
 RQ0387  HISTORY     - 1957     GOOD             NGS
 RQ0387  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0387
 RQ0387                          STATION DESCRIPTION
 RQ0387
 RQ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RQ0387'2.5 MI W FROM TAPPEN.
 RQ0387'11 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM STEELE, KIDDER
 RQ0387'COUNTY, ABOUT 0.3 MILE WEST OF TAPPEN, ABOUT 0.3 MILE EAST OF A ROAD
 RQ0387'CROSSING, ABOUT 194 FEET SOUTH OF THE SOUTH RAIL, 53 FEET EAST OF THE
 RQ0387'NINTH POLE WEST OF MILEPOST 140 AND THE SECOND POLE EAST OF A GATE,
 RQ0387'AND 2 FEET NORTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED 1744.104
 RQ0387'P 16 1931 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 RQ0387'GROUND.  NOTE-- THE MARK IS ABOUT 2.5 MILES WEST OF TAPPEN INSTEAD OF
 RQ0387'0.3 MILE AS DESCRIBED.  IT IS EAST OF THE 10TH POLE EAST OF A LONE
 RQ0387'COTTONWOOD TREE WHICH IS ON SOUTH SIDE OF RAILROAD.
 RQ0387
 RQ0387                          STATION RECOVERY (1982)
 RQ0387
 RQ0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0387'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0212 ***********************************************************************
 RQ0212  DESIGNATION -  P 17
 RQ0212  PID         -  RQ0212
 RQ0212  STATE/COUNTY-  ND/STUTSMAN
 RQ0212  USGS QUAD   -  BLOOM (1975)
 RQ0212
 RQ0212                         *CURRENT SURVEY CONTROL
 RQ0212  ___________________________________________________________________
 RQ0212* NAD 83(1986)-  46 55 03.     (N)    098 36 29.     (W)     SCALED    
 RQ0212* NAVD 88     -       457.739  (meters)    1501.77   (feet)  ADJUSTED  
 RQ0212  ___________________________________________________________________
 RQ0212  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 RQ0212  DYNAMIC HT  -         457.758 (meters)    1501.83  (feet)  COMP
 RQ0212  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 RQ0212
 RQ0212  VERT ORDER  -  FIRST     CLASS II
 RQ0212
 RQ0212.The horizontal coordinates were scaled from a topographic map and have
 RQ0212.an estimated accuracy of +/- 6 seconds.
 RQ0212
 RQ0212.The orthometric height was determined by differential leveling
 RQ0212.and adjusted by the National Geodetic Survey in June 1991..
 RQ0212
 RQ0212.The geoid height was determined by GEOID03.
 RQ0212
 RQ0212.The dynamic height is computed by dividing the NAVD 88
 RQ0212.geopotential number by the normal gravity value computed on the
 RQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0212.degrees latitude (g = 980.6199 gals.).
 RQ0212
 RQ0212.The modeled gravity was interpolated from observed gravity values.
 RQ0212
 RQ0212;                    North         East    Units  Estimated Accuracy
 RQ0212;SPC ND S     -   140,770.      744,090.      MT  (+/- 180 meters Scaled)
 RQ0212
 RQ0212                          SUPERSEDED SURVEY CONTROL
 RQ0212
 RQ0212  NGVD 29 (??/??/92)  457.357  (m)         1500.51   (f) ADJ UNCH    1 2
 RQ0212
 RQ0212.Superseded values are not recommended for survey control.
 RQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0212.See file dsdata.txt to determine how the superseded data were derived.
 RQ0212
 RQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS298960(NAD 83)
 RQ0212_MARKER: DB = BENCH MARK DISK
 RQ0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0212_STAMPING: 1500.512 P 17 1931
 RQ0212_MARK LOGO: CGS   
 RQ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0212+STABILITY: SURFACE MOTION
 RQ0212
 RQ0212  HISTORY     - Date     Condition        Report By
 RQ0212  HISTORY     - 1931     MONUMENTED       CGS
 RQ0212  HISTORY     - 1960     GOOD             NGS
 RQ0212  HISTORY     - 1967     GOOD             NGS
 RQ0212  HISTORY     - 1982     GOOD             NGS
 RQ0212
 RQ0212                          STATION DESCRIPTION
 RQ0212
 RQ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0212'5 MI E FROM JAMESTOWN.
 RQ0212'5 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM JAMESTOWN, 0.3
 RQ0212'MILE EAST OF MILEPOST 95, ABOUT 246 FEET EAST OF A ROAD CROSSING JUST
 RQ0212'EAST OF BLOOM, 12 FEET EAST OF THE SECOND POLE EAST OF THE CROSSING,
 RQ0212'104 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND IN LINE
 RQ0212'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 1500.512 P 17 1931 AND
 RQ0212'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1-1/2 INCHES ABOVE
 RQ0212'GROUND.
 RQ0212
 RQ0212                          STATION RECOVERY (1967)
 RQ0212
 RQ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 RQ0212'RECOVERED IN GOOD CONDITION.
 RQ0212
 RQ0212                          STATION RECOVERY (1982)
 RQ0212
 RQ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0212'RECOVERED THIS DATE.  NOTE, NOT LEVELED TO AS THE LEVEL LINE WAS
 RQ0212'REROUTED, ALSO A WITNESS POST WAS SET, 12.8 METERS (42.0 FT) SOUTH OF
 RQ0212'A TWIN 12-INCH OAK TREE STUMP, AND 6.4 METERS (21.0 FT) SOUTH OF THE
 RQ0212'CENTER OF A TRACK ROAD.
 RQ0212'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0111 ***********************************************************************
 TF0111  DESIGNATION -  P 171
 TF0111  PID         -  TF0111
 TF0111  STATE/COUNTY-  ND/ROLETTE
 TF0111  USGS QUAD   -  DUNSEITH (1955)
 TF0111
 TF0111                         *CURRENT SURVEY CONTROL
 TF0111  ___________________________________________________________________
 TF0111* NAD 83(1986)-  48 49 12.     (N)    100 05 00.     (W)     SCALED    
 TF0111* NAVD 88     -       524.696  (meters)    1721.44   (feet)  ADJUSTED  
 TF0111  ___________________________________________________________________
 TF0111  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF0111  DYNAMIC HT  -         524.825 (meters)    1721.86  (feet)  COMP
 TF0111  MODELED GRAV-     980,839.4   (mgal)                       NAVD 88
 TF0111
 TF0111  VERT ORDER  -  SECOND    CLASS 0
 TF0111
 TF0111.The horizontal coordinates were scaled from a topographic map and have
 TF0111.an estimated accuracy of +/- 6 seconds.
 TF0111
 TF0111.The orthometric height was determined by differential leveling
 TF0111.and adjusted by the National Geodetic Survey in June 1991..
 TF0111
 TF0111.The geoid height was determined by GEOID03.
 TF0111
 TF0111.The dynamic height is computed by dividing the NAVD 88
 TF0111.geopotential number by the normal gravity value computed on the
 TF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0111.degrees latitude (g = 980.6199 gals.).
 TF0111
 TF0111.The modeled gravity was interpolated from observed gravity values.
 TF0111
 TF0111;                    North         East    Units  Estimated Accuracy
 TF0111;SPC ND N     -   202,440.      630,600.      MT  (+/- 180 meters Scaled)
 TF0111
 TF0111                          SUPERSEDED SURVEY CONTROL
 TF0111
 TF0111  NGVD 29 (??/??/92)  524.313  (m)         1720.18   (f) ADJ UNCH    2 0
 TF0111
 TF0111.Superseded values are not recommended for survey control.
 TF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0111.See file dsdata.txt to determine how the superseded data were derived.
 TF0111
 TF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV204080(NAD 83)
 TF0111_MARKER: DB = BENCH MARK DISK
 TF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0111_STAMPING: P 171 1935
 TF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0111+STABILITY: SURFACE MOTION
 TF0111
 TF0111  HISTORY     - Date     Condition        Report By
 TF0111  HISTORY     - 1935     MONUMENTED       CGS
 TF0111  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0111
 TF0111                          STATION DESCRIPTION
 TF0111
 TF0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0111'1.5 MI W FROM DUNSEITH.
 TF0111'1.5 MILES WEST ALONG STATE HIGHWAY 5 FROM THE GREAT NORTHERN RAILWAY
 TF0111'STATION AT DUNSEITH, ROLETTE COUNTY, 1.2 MILES WEST OF THE JUNCTION OF
 TF0111'STATE HIGHWAY 3, 300 FEET EAST OF THE NORTHEAST CORNER OF THE
 TF0111'NORTHWEST QUARTER OF SECTION 35, T. 162 N., R 73 W., 34.5 FEET SOUTH
 TF0111'OF THE CENTERLINE OF THE HIGHWAY, 5.5 FEET WEST OF A POWER-LINE POLE,
 TF0111'AND 1 FOOT NORTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED
 TF0111'P 171 1935 AND SET IN THE TOP OF A CONCRETE POST.
 TF0111
 TF0111                          STATION RECOVERY (1982)
 TF0111
 TF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0111'NOT RECOVERED, PROBABLY REMOVED BY POWERLINE POLE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0067 ***********************************************************************
 TF0067  DESIGNATION -  P 172
 TF0067  PID         -  TF0067
 TF0067  STATE/COUNTY-  ND/BOTTINEAU
 TF0067  USGS QUAD   -  METIGOSHE LAKE (1971)
 TF0067
 TF0067                         *CURRENT SURVEY CONTROL
 TF0067  ___________________________________________________________________
 TF0067* NAD 83(1986)-  48 52 38.     (N)    100 20 11.     (W)     SCALED    
 TF0067* NAVD 88     -       676.063  (meters)    2218.05   (feet)  ADJUSTED  
 TF0067  ___________________________________________________________________
 TF0067  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 TF0067  DYNAMIC HT  -         676.214 (meters)    2218.55  (feet)  COMP
 TF0067  MODELED GRAV-     980,809.4   (mgal)                       NAVD 88
 TF0067
 TF0067  VERT ORDER  -  SECOND    CLASS 0
 TF0067
 TF0067.The horizontal coordinates were scaled from a topographic map and have
 TF0067.an estimated accuracy of +/- 6 seconds.
 TF0067
 TF0067.The orthometric height was determined by differential leveling
 TF0067.and adjusted by the National Geodetic Survey in June 1991..
 TF0067
 TF0067.The geoid height was determined by GEOID03.
 TF0067
 TF0067.The dynamic height is computed by dividing the NAVD 88
 TF0067.geopotential number by the normal gravity value computed on the
 TF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0067.degrees latitude (g = 980.6199 gals.).
 TF0067
 TF0067.The modeled gravity was interpolated from observed gravity values.
 TF0067
 TF0067;                    North         East    Units  Estimated Accuracy
 TF0067;SPC ND N     -   208,740.      612,000.      MT  (+/- 180 meters Scaled)
 TF0067
 TF0067                          SUPERSEDED SURVEY CONTROL
 TF0067
 TF0067  NGVD 29 (??/??/92)  675.658  (m)         2216.72   (f) ADJ UNCH    2 0
 TF0067
 TF0067.Superseded values are not recommended for survey control.
 TF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0067.See file dsdata.txt to determine how the superseded data were derived.
 TF0067
 TF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV020146(NAD 83)
 TF0067_MARKER: DB = BENCH MARK DISK
 TF0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0067_STAMPING: P 172 1935
 TF0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0067+STABILITY: SURFACE MOTION
 TF0067
 TF0067  HISTORY     - Date     Condition        Report By
 TF0067  HISTORY     - 1935     MONUMENTED       CGS
 TF0067  HISTORY     - 1940     GOOD             NGS
 TF0067
 TF0067                          STATION DESCRIPTION
 TF0067
 TF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0067'12.8 MI N FROM OMEMEE.
 TF0067'8.8 MILES NORTH ALONG STATE HIGHWAY 60 FROM THE GREAT NORTHERN RAILWAY
 TF0067'STATION AT OMEMEE, BOTTINEAU COUNTY, 4.0 MILES NORTH ALONG A
 TF0067'SECTION-LINE ROAD.  145 FEET SOUTHWEST OF THE CORNER COMMON TO
 TF0067'SECTIONS 1, 2, 11 AND 12, T. 162 N., R 75 W., AT THE TOP OF A SMALL
 TF0067'KNOLL, 300 FEET WEST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 36.7
 TF0067'FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 12 FEET WEST
 TF0067'OF THE EDGE OF A CUT, AND 1.2 FEET WEST OF A WHITE WOODEN WITNESS
 TF0067'POST.  A STANDARD DISK, STAMPED P 172 1935 AND SET IN THE TOP OF A
 TF0067'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1490 ***********************************************************************
 TE1490  DESIGNATION -  P 173
 TE1490  PID         -  TE1490
 TE1490  STATE/COUNTY-  ND/ROLETTE
 TE1490  USGS QUAD   -  SAINT JOHN (1969)
 TE1490
 TE1490                         *CURRENT SURVEY CONTROL
 TE1490  ___________________________________________________________________
 TE1490* NAD 83(1986)-  48 53 31.     (N)    099 39 25.     (W)     SCALED    
 TE1490* NAVD 88     -       569.264  (meters)    1867.66   (feet)  ADJUSTED  
 TE1490  ___________________________________________________________________
 TE1490  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 TE1490  DYNAMIC HT  -         569.403 (meters)    1868.12  (feet)  COMP
 TE1490  MODELED GRAV-     980,833.7   (mgal)                       NAVD 88
 TE1490
 TE1490  VERT ORDER  -  SECOND    CLASS 0
 TE1490
 TE1490.The horizontal coordinates were scaled from a topographic map and have
 TE1490.an estimated accuracy of +/- 6 seconds.
 TE1490
 TE1490.The orthometric height was determined by differential leveling
 TE1490.and adjusted by the National Geodetic Survey in June 1991..
 TE1490
 TE1490.The geoid height was determined by GEOID03.
 TE1490
 TE1490.The dynamic height is computed by dividing the NAVD 88
 TE1490.geopotential number by the normal gravity value computed on the
 TE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1490.degrees latitude (g = 980.6199 gals.).
 TE1490
 TE1490.The modeled gravity was interpolated from observed gravity values.
 TE1490
 TE1490;                    North         East    Units  Estimated Accuracy
 TE1490;SPC ND N     -   210,700.      661,820.      MT  (+/- 180 meters Scaled)
 TE1490
 TE1490                          SUPERSEDED SURVEY CONTROL
 TE1490
 TE1490  NGVD 29 (??/??/92)  568.849  (m)         1866.30   (f) ADJ UNCH    2 0
 TE1490
 TE1490.Superseded values are not recommended for survey control.
 TE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1490.See file dsdata.txt to determine how the superseded data were derived.
 TE1490
 TE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV518156(NAD 83)
 TE1490_MARKER: DB = BENCH MARK DISK
 TE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1490_STAMPING: P-173 1935
 TE1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1490+STABILITY: SURFACE MOTION
 TE1490
 TE1490  HISTORY     - Date     Condition        Report By
 TE1490  HISTORY     - 1935     MONUMENTED       CGS
 TE1490  HISTORY     - 1954     GOOD             NGS
 TE1490
 TE1490                          STATION DESCRIPTION
 TE1490
 TE1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1490'3.0 MI NW FROM ROLLA.
 TE1490'3 MILES NORTHWEST OF, ALONG ST. HWY. 30, FROM G.N.RR STATION ABOUT 150
 TE1490'FEET WEST OF CENTERLINE OF GREAT NO. R.R.  ABOUT 115 FEET SOUTHEAST OF
 TE1490'TOWNSHIP CORNER COMMON TO R 70 W, R 69 W, AND T. 162 N, T 163 N. 65
 TE1490'FEET WEST OF HIGHWAY CENTERLINE 1 FT. EAST OF PROPERTY LINE FENCE.
 TE1490'TABLET SET IN PRECAST CONCRETE POST.
 TE1490
 TE1490                          STATION RECOVERY (1954)
 TE1490
 TE1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 TE1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1151 ***********************************************************************
 TE1151  DESIGNATION -  P 175
 TE1151  PID         -  TE1151
 TE1151  STATE/COUNTY-  ND/TOWNER
 TE1151  USGS QUAD   -  HANSBORO (1969)
 TE1151
 TE1151                         *CURRENT SURVEY CONTROL
 TE1151  ___________________________________________________________________
 TE1151* NAD 83(1986)-  48 59 34.     (N)    099 28 53.     (W)     SCALED    
 TE1151* NAVD 88     -       508.874  (meters)    1669.53   (feet)  ADJUSTED  
 TE1151  ___________________________________________________________________
 TE1151  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 TE1151  DYNAMIC HT  -         509.006 (meters)    1669.96  (feet)  COMP
 TE1151  MODELED GRAV-     980,851.1   (mgal)                       NAVD 88
 TE1151
 TE1151  VERT ORDER  -  SECOND    CLASS 0
 TE1151
 TE1151.The horizontal coordinates were scaled from a topographic map and have
 TE1151.an estimated accuracy of +/- 6 seconds.
 TE1151
 TE1151.The orthometric height was determined by differential leveling
 TE1151.and adjusted by the National Geodetic Survey in June 1991..
 TE1151
 TE1151.The geoid height was determined by GEOID03.
 TE1151
 TE1151.The dynamic height is computed by dividing the NAVD 88
 TE1151.geopotential number by the normal gravity value computed on the
 TE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1151.degrees latitude (g = 980.6199 gals.).
 TE1151
 TE1151.The modeled gravity was interpolated from observed gravity values.
 TE1151
 TE1151;                    North         East    Units  Estimated Accuracy
 TE1151;SPC ND N     -   222,070.      674,550.      MT  (+/- 180 meters Scaled)
 TE1151
 TE1151                          SUPERSEDED SURVEY CONTROL
 TE1151
 TE1151  NGVD 29 (??/??/92)  508.456  (m)         1668.16   (f) ADJ UNCH    2 0
 TE1151
 TE1151.Superseded values are not recommended for survey control.
 TE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1151.See file dsdata.txt to determine how the superseded data were derived.
 TE1151
 TE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV647267(NAD 83)
 TE1151_MARKER: DB = BENCH MARK DISK
 TE1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1151_STAMPING: P 175 1935
 TE1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1151+STABILITY: SURFACE MOTION
 TE1151
 TE1151  HISTORY     - Date     Condition        Report By
 TE1151  HISTORY     - 1935     MONUMENTED       CGS
 TE1151
 TE1151                          STATION DESCRIPTION
 TE1151
 TE1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1151'8.4 MI SE FROM ST JOHN INSPECTION STA.
 TE1151'IN TOWNER COUNTY, 8.4 MILES SOUTHEAST ALONG A SECTION-LINE ROAD FROM
 TE1151'THE CUSTOMS BUILDING AT THE ST. JOHN INSPECTION STATION, ROLETTE
 TE1151'COUNTY, 125 FEET EAST OF THE CORNER OF SECTIONS 28, 29, 32 AND 33, T.
 TE1151'164 N., R. 68 W., AND 39 FEET SOUTH OF THE SECTION-LINE.  A STANDARD
 TE1151'DISK, STAMPED P 175 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1195 ***********************************************************************
 TE1195  DESIGNATION -  P 176
 TE1195  PID         -  TE1195
 TE1195  STATE/COUNTY-  ND/TOWNER
 TE1195  USGS QUAD   -  HANSBORO SW (1970)
 TE1195
 TE1195                         *CURRENT SURVEY CONTROL
 TE1195  ___________________________________________________________________
 TE1195* NAD 83(1986)-  48 47 22.     (N)    099 26 09.     (W)     SCALED    
 TE1195* NAVD 88     -       525.745  (meters)    1724.88   (feet)  ADJUSTED  
 TE1195  ___________________________________________________________________
 TE1195  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 TE1195  DYNAMIC HT  -         525.869 (meters)    1725.29  (feet)  COMP
 TE1195  MODELED GRAV-     980,830.0   (mgal)                       NAVD 88
 TE1195
 TE1195  VERT ORDER  -  SECOND    CLASS 0
 TE1195
 TE1195.The horizontal coordinates were scaled from a topographic map and have
 TE1195.an estimated accuracy of +/- 6 seconds.
 TE1195
 TE1195.The orthometric height was determined by differential leveling
 TE1195.and adjusted by the National Geodetic Survey in June 1991..
 TE1195
 TE1195.The geoid height was determined by GEOID03.
 TE1195
 TE1195.The dynamic height is computed by dividing the NAVD 88
 TE1195.geopotential number by the normal gravity value computed on the
 TE1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1195.degrees latitude (g = 980.6199 gals.).
 TE1195
 TE1195.The modeled gravity was interpolated from observed gravity values.
 TE1195
 TE1195;                    North         East    Units  Estimated Accuracy
 TE1195;SPC ND N     -   199,500.      678,190.      MT  (+/- 180 meters Scaled)
 TE1195
 TE1195                          SUPERSEDED SURVEY CONTROL
 TE1195
 TE1195  NGVD 29 (??/??/92)  525.356  (m)         1723.61   (f) ADJ UNCH    2 0
 TE1195
 TE1195.Superseded values are not recommended for survey control.
 TE1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1195.See file dsdata.txt to determine how the superseded data were derived.
 TE1195
 TE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV679041(NAD 83)
 TE1195_MARKER: DB = BENCH MARK DISK
 TE1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1195_STAMPING: P 176 1935
 TE1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1195+STABILITY: SURFACE MOTION
 TE1195
 TE1195  HISTORY     - Date     Condition        Report By
 TE1195  HISTORY     - 1935     MONUMENTED       CGS
 TE1195
 TE1195                          STATION DESCRIPTION
 TE1195
 TE1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1195'9.0 MI W FROM ROCKLAKE.
 TE1195'9.0 MILES WEST ALONG A SECTION-LINE ROAD FROM THE FARMERS GRAIN AND
 TE1195'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 70 FEET WEST
 TE1195'OF THE CORNER COMMON TO SECTIONS 2, 3, 10 AND 11, T 161 N, R 68 W, 44
 TE1195'FEET WEST OF A FENCE CORNER, 25.6 FEET NORTH OF THE CENTERLINE OF THE
 TE1195'ROAD, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED P 176
 TE1195'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1169 ***********************************************************************
 TE1169  DESIGNATION -  P 177
 TE1169  PID         -  TE1169
 TE1169  STATE/COUNTY-  ND/TOWNER
 TE1169  USGS QUAD   -  HANSBORO SW (1970)
 TE1169
 TE1169                         *CURRENT SURVEY CONTROL
 TE1169  ___________________________________________________________________
 TE1169* NAD 83(1986)-  48 50 02.     (N)    099 23 41.     (W)     SCALED    
 TE1169* NAVD 88     -       511.578  (meters)    1678.40   (feet)  ADJUSTED  
 TE1169  ___________________________________________________________________
 TE1169  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 TE1169  DYNAMIC HT  -         511.701 (meters)    1678.81  (feet)  COMP
 TE1169  MODELED GRAV-     980,835.2   (mgal)                       NAVD 88
 TE1169
 TE1169  VERT ORDER  -  SECOND    CLASS 0
 TE1169
 TE1169.The horizontal coordinates were scaled from a topographic map and have
 TE1169.an estimated accuracy of +/- 6 seconds.
 TE1169
 TE1169.The orthometric height was determined by differential leveling
 TE1169.and adjusted by the National Geodetic Survey in June 1991..
 TE1169
 TE1169.The geoid height was determined by GEOID03.
 TE1169
 TE1169.The dynamic height is computed by dividing the NAVD 88
 TE1169.geopotential number by the normal gravity value computed on the
 TE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1169.degrees latitude (g = 980.6199 gals.).
 TE1169
 TE1169.The modeled gravity was interpolated from observed gravity values.
 TE1169
 TE1169;                    North         East    Units  Estimated Accuracy
 TE1169;SPC ND N     -   204,490.      681,140.      MT  (+/- 180 meters Scaled)
 TE1169
 TE1169                          SUPERSEDED SURVEY CONTROL
 TE1169
 TE1169  NGVD 29 (??/??/92)  511.172  (m)         1677.07   (f) ADJ UNCH    2 0
 TE1169
 TE1169.Superseded values are not recommended for survey control.
 TE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1169.See file dsdata.txt to determine how the superseded data were derived.
 TE1169
 TE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV710090(NAD 83)
 TE1169_MARKER: DB = BENCH MARK DISK
 TE1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1169_STAMPING: P 177 1935
 TE1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1169+STABILITY: SURFACE MOTION
 TE1169
 TE1169  HISTORY     - Date     Condition        Report By
 TE1169  HISTORY     - 1935     MONUMENTED       CGS
 TE1169  HISTORY     - 1968     MARK NOT FOUND   USGS
 TE1169
 TE1169                          STATION DESCRIPTION
 TE1169
 TE1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1169'7.0 MI W FROM ROCKLAKE.
 TE1169'7.0 MILES WEST ALONG A SECTION-LINE ROAD FROM THE FARMERS GRAIN AND
 TE1169'SHIPPING CO. RAILROAD STATION AT ROCKLAKE, TOWNER COUNTY, 3.1 MILES
 TE1169'NORTH ALONG ANOTHER SECTION-LINE ROAD.  50 FEET NORTH OF THE CORNER
 TE1169'COMMON TO SECTIONS 19, 24, 25 AND 30, T 162 N, RS. 67 AND 68 W, 40
 TE1169'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 21 FEET EAST OF THE EAST
 TE1169'EDGE OF A SMALL POND.  A STANDARD DISK, STAMPED P 177 1935 AND SET IN
 TE1169'THE TOP OF A CONCRETE POST.
 TE1169
 TE1169                          STATION RECOVERY (1968)
 TE1169
 TE1169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0457 ***********************************************************************
 RP0457  DESIGNATION -  P 18
 RP0457  PID         -  RP0457
 RP0457  STATE/COUNTY-  ND/CASS
 RP0457  USGS QUAD   -  CASSELTON (1961)
 RP0457
 RP0457                         *CURRENT SURVEY CONTROL
 RP0457  ___________________________________________________________________
 RP0457* NAD 83(1986)-  46 54 02.     (N)    097 13 20.     (W)     SCALED    
 RP0457* NAVD 88     -       286.332  (meters)     939.41   (feet)  ADJUSTED  
 RP0457  ___________________________________________________________________
 RP0457  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 RP0457  DYNAMIC HT  -         286.360 (meters)     939.50  (feet)  COMP
 RP0457  MODELED GRAV-     980,704.1   (mgal)                       NAVD 88
 RP0457
 RP0457  VERT ORDER  -  FIRST     CLASS II
 RP0457
 RP0457.The horizontal coordinates were scaled from a topographic map and have
 RP0457.an estimated accuracy of +/- 6 seconds.
 RP0457
 RP0457.The orthometric height was determined by differential leveling
 RP0457.and adjusted by the National Geodetic Survey in June 1991..
 RP0457
 RP0457.The geoid height was determined by GEOID03.
 RP0457
 RP0457.The dynamic height is computed by dividing the NAVD 88
 RP0457.geopotential number by the normal gravity value computed on the
 RP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0457.degrees latitude (g = 980.6199 gals.).
 RP0457
 RP0457.The modeled gravity was interpolated from observed gravity values.
 RP0457
 RP0457;                    North         East    Units  Estimated Accuracy
 RP0457;SPC ND S     -   142,370.      849,670.      MT  (+/- 180 meters Scaled)
 RP0457
 RP0457                          SUPERSEDED SURVEY CONTROL
 RP0457
 RP0457  NGVD 29 (??/??/92)  286.038  (m)          938.44   (f) ADJ UNCH    1 2
 RP0457
 RP0457.Superseded values are not recommended for survey control.
 RP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0457.See file dsdata.txt to determine how the superseded data were derived.
 RP0457
 RP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS354956(NAD 83)
 RP0457_MARKER: DB = BENCH MARK DISK
 RP0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0457_STAMPING: 938.443 P 18 1931
 RP0457_MARK LOGO: CGS   
 RP0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0457+STABILITY: SURFACE MOTION
 RP0457
 RP0457  HISTORY     - Date     Condition        Report By
 RP0457  HISTORY     - 1931     MONUMENTED       CGS
 RP0457  HISTORY     - 1963     GOOD             NGS
 RP0457  HISTORY     - 1977     MARK NOT FOUND   USGS
 RP0457  HISTORY     - 1982     GOOD             NGS
 RP0457
 RP0457                          STATION DESCRIPTION
 RP0457
 RP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0457'IN CASSELTON.
 RP0457'ABOUT 0.5 MILE WEST OF THE NORTHERN PACIFIC RAILROAD STATION AT
 RP0457'CASSELTON, AT THE CROSSING OF THE GREAT NORTHERN RAILWAY, 29 FEET EAST
 RP0457'OF THE GREAT NORTHERN TRACKS, 22 FEET SOUTH OF THE NORTHERN PACIFIC
 RP0457'TRACKS, SOUTH ACROSS RAILROAD FROM A CONTROL BUILDING AND 10.5 FEET
 RP0457'WEST-NORTHWEST OF THE POLE THAT IS IN THE SOUTHEAST ANGLE OF CROSSING
 RP0457'OF THE TWO RAILROADS.
 RP0457
 RP0457                          STATION RECOVERY (1977)
 RP0457
 RP0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RP0457'MARK NOT FOUND.
 RP0457
 RP0457                          STATION RECOVERY (1982)
 RP0457
 RP0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0457'RECOVERED THIS DATE.  NOTE, THE RAILROAD STATION HAS BEEN REMOVED, THE
 RP0457'MARK IS LOCATED AT THE JUNCTION OF THE BURLINGTON NORTHERN RAILROAD
 RP0457'AND THE GREAT NORTHERN RAILROAD IN CASSELTON, THE SOUTH LINE OF THE
 RP0457'GREAT NORTHERN RAILROAD HAS BEEN REMOVED, THE MAIN LEVEL LINE WAS
 RP0457'REROUTED ALONG INTERSTATE HIGHWAY 94, THIS MARK WAS NOT LEVELED TO AT
 RP0457'THIS TIME.
 RP0457'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0671 ***********************************************************************
 TD0671  DESIGNATION -  P 181 RESET
 TD0671  PID         -  TD0671
 TD0671  STATE/COUNTY-  ND/PEMBINA
 TD0671  USGS QUAD   -  NECHE (1964)
 TD0671
 TD0671                         *CURRENT SURVEY CONTROL
 TD0671  ___________________________________________________________________
 TD0671* NAD 83(1986)-  48 53 27.     (N)    097 33 23.     (W)     SCALED    
 TD0671* NAVD 88     -       254.16   (+/-2cm)     833.9    (feet)  VERTCON   
 TD0671  ___________________________________________________________________
 TD0671  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 TD0671
 TD0671  VERT ORDER  -  THIRD (See Below)
 TD0671
 TD0671.The horizontal coordinates were scaled from a topographic map and have
 TD0671.an estimated accuracy of +/- 6 seconds.
 TD0671
 TD0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0671.The vertical order pertains to the NGVD 29 superseded value.
 TD0671
 TD0671.The geoid height was determined by GEOID03.
 TD0671
 TD0671;                    North         East    Units  Estimated Accuracy
 TD0671;SPC ND N     -   214,360.      815,820.      MT  (+/- 180 meters Scaled)
 TD0671
 TD0671                          SUPERSEDED SURVEY CONTROL
 TD0671
 TD0671  NGVD 29 (11/04/04)  253.77   (m)          832.6    (f) RESET       3  
 TD0671
 TD0671.Superseded values are not recommended for survey control.
 TD0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0671.See file dsdata.txt to determine how the superseded data were derived.
 TD0671
 TD0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV058163(NAD 83)
 TD0671_MARKER: DB = BENCH MARK DISK
 TD0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0671_SP_SET: CULVERT
 TD0671_STAMPING: P 181 RESET 1951
 TD0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0671
 TD0671  HISTORY     - Date     Condition        Report By
 TD0671  HISTORY     - 1951     MONUMENTED       NDHD
 TD0671
 TD0671                          STATION DESCRIPTION
 TD0671
 TD0671'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 TD0671'6.0 MI S FROM NECHE.
 TD0671'6.0 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE GREAT NORTHERN RAILWAY
 TD0671'STATION AT NECHE, PEMBINA COUNTY, AT THE NORTHEAST CORNER OF SECTION
 TD0671'1, T. 162 N., R. 54 W., AT A ROAD INTERSECTION, 19 FEET WEST OF THE
 TD0671'CENTERLINE OF THE HIGHWAY, 86 FEET SOUTH OF THE CENTERLINE OF THE
 TD0671'ROAD, AT A CONCRETE BOX CULVERT, AND IN THE TOP OF THE WEST PARAPET,
 TD0671'MIDWAY BETWEEN THE ENDS.  A STANDARD DISK, STAMPED P 181 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0611 ***********************************************************************
 TD0611  DESIGNATION -  P 182
 TD0611  PID         -  TD0611
 TD0611  STATE/COUNTY-  ND/PEMBINA
 TD0611  USGS QUAD   -  CRYSTAL NE (1964)
 TD0611
 TD0611                         *CURRENT SURVEY CONTROL
 TD0611  ___________________________________________________________________
 TD0611* NAD 83(1986)-  48 41 16.     (N)    097 32 07.     (W)     SCALED    
 TD0611* NAVD 88     -       264.209  (meters)     866.83   (feet)  ADJUSTED  
 TD0611  ___________________________________________________________________
 TD0611  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 TD0611  DYNAMIC HT  -         264.281 (meters)     867.06  (feet)  COMP
 TD0611  MODELED GRAV-     980,876.9   (mgal)                       NAVD 88
 TD0611
 TD0611  VERT ORDER  -  SECOND    CLASS 0
 TD0611
 TD0611.The horizontal coordinates were scaled from a topographic map and have
 TD0611.an estimated accuracy of +/- 6 seconds.
 TD0611
 TD0611.The orthometric height was determined by differential leveling
 TD0611.and adjusted by the National Geodetic Survey in June 1991..
 TD0611
 TD0611.The geoid height was determined by GEOID03.
 TD0611
 TD0611.The dynamic height is computed by dividing the NAVD 88
 TD0611.geopotential number by the normal gravity value computed on the
 TD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0611.degrees latitude (g = 980.6199 gals.).
 TD0611
 TD0611.The modeled gravity was interpolated from observed gravity values.
 TD0611
 TD0611;                    North         East    Units  Estimated Accuracy
 TD0611;SPC ND N     -   191,860.      818,230.      MT  (+/- 180 meters Scaled)
 TD0611
 TD0611                          SUPERSEDED SURVEY CONTROL
 TD0611
 TD0611  NGVD 29 (??/??/92)  263.836  (m)          865.60   (f) ADJ UNCH    2 0
 TD0611
 TD0611.Superseded values are not recommended for survey control.
 TD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0611.See file dsdata.txt to determine how the superseded data were derived.
 TD0611
 TD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU078937(NAD 83)
 TD0611_MARKER: DB = BENCH MARK DISK
 TD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0611_STAMPING: P-182 1935
 TD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0611+STABILITY: SURFACE MOTION
 TD0611
 TD0611  HISTORY     - Date     Condition        Report By
 TD0611  HISTORY     - 1935     MONUMENTED       CGS
 TD0611
 TD0611                          STATION DESCRIPTION
 TD0611
 TD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0611'6.0 MI E FROM HENSEL.
 TD0611'6.0 MILES EAST OF HENSEL STATE BANK BLDG. AT HENSEL ALONG SECTION
 TD0611'ROAD.  N. E. CORNER OF SEC. 13, T 160 N, R 54 W.  ABOUT .5  MILE WEST
 TD0611'OF WHITE PAINTED SCHOOL.  ABOUT .5MILE NORTH OF WHITE PAINTED CHURCH.
 TD0611'30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  29.5 FEET SOUTH OF
 TD0611'CENTERLINE OF EASTWEST ROAD.  3.8 FEET SOUTHWEST OF TELEPHONE POLE.
 TD0611'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0318 ***********************************************************************
 TD0318  DESIGNATION -  P 183
 TD0318  PID         -  TD0318
 TD0318  STATE/COUNTY-  ND/PEMBINA
 TD0318  USGS QUAD   -  BATHGATE (1971)
 TD0318
 TD0318                         *CURRENT SURVEY CONTROL
 TD0318  ___________________________________________________________________
 TD0318* NAD 83(1986)-  48 52 35.     (N)    097 22 51.     (W)     SCALED    
 TD0318* NAVD 88     -       245.570  (meters)     805.67   (feet)  ADJUSTED  
 TD0318  ___________________________________________________________________
 TD0318  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 TD0318  DYNAMIC HT  -         245.640 (meters)     805.90  (feet)  COMP
 TD0318  MODELED GRAV-     980,886.7   (mgal)                       NAVD 88
 TD0318
 TD0318  VERT ORDER  -  SECOND    CLASS 0
 TD0318
 TD0318.The horizontal coordinates were scaled from a topographic map and have
 TD0318.an estimated accuracy of +/- 6 seconds.
 TD0318
 TD0318.The orthometric height was determined by differential leveling
 TD0318.and adjusted by the National Geodetic Survey in June 1991..
 TD0318
 TD0318.The geoid height was determined by GEOID03.
 TD0318
 TD0318.The dynamic height is computed by dividing the NAVD 88
 TD0318.geopotential number by the normal gravity value computed on the
 TD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0318.degrees latitude (g = 980.6199 gals.).
 TD0318
 TD0318.The modeled gravity was interpolated from observed gravity values.
 TD0318
 TD0318;                    North         East    Units  Estimated Accuracy
 TD0318;SPC ND N     -   213,260.      828,740.      MT  (+/- 180 meters Scaled)
 TD0318
 TD0318                          SUPERSEDED SURVEY CONTROL
 TD0318
 TD0318  NGVD 29 (??/??/92)  245.172  (m)          804.37   (f) ADJ UNCH    2 0
 TD0318
 TD0318.Superseded values are not recommended for survey control.
 TD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0318.See file dsdata.txt to determine how the superseded data were derived.
 TD0318
 TD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV187149(NAD 83)
 TD0318_MARKER: DB = BENCH MARK DISK
 TD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0318_STAMPING: P-183 1935
 TD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0318+STABILITY: SURFACE MOTION
 TD0318
 TD0318  HISTORY     - Date     Condition        Report By
 TD0318  HISTORY     - 1935     MONUMENTED       CGS
 TD0318  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0318
 TD0318                          STATION DESCRIPTION
 TD0318
 TD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0318'3.0 MI E FROM HAMILTON.
 TD0318'3.0 MILES EAST ALONG STATE HIGHWAY NO. 5 FROM INTERSECTION OF STATE
 TD0318'HIGHWAY NO. 5 AND G.N. RR. AT HAMILTON, THENCE 5.0 MILES NORTH ALONG
 TD0318'SECTION ROAD.  S. W. CORNER SEC. 4, T 162 N, R 52 W.  30 FEET NORTH OF
 TD0318'CENTERLINE OF EAST-WEST ROAD.  26.5 FEET EAST OF CENTERLINE OF
 TD0318'NORTH-SOUTH ROAD.  4 FEET NORTH OF TELEPHONE POLE.  TABLET SET IN
 TD0318'PRECAST CONCRETE POST.
 TD0318
 TD0318                          STATION RECOVERY (1970)
 TD0318
 TD0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0677 ***********************************************************************
 TD0677  DESIGNATION -  P 184
 TD0677  PID         -  TD0677
 TD0677  STATE/COUNTY-  ND/PEMBINA
 TD0677  USGS QUAD   -  HALLSON (1964)
 TD0677
 TD0677                         *CURRENT SURVEY CONTROL
 TD0677  ___________________________________________________________________
 TD0677* NAD 83(1986)-  48 49 59.     (N)    097 45 11.     (W)     SCALED    
 TD0677* NAVD 88     -       286.609  (meters)     940.32   (feet)  ADJUSTED  
 TD0677  ___________________________________________________________________
 TD0677  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 TD0677  DYNAMIC HT  -         286.687 (meters)     940.57  (feet)  COMP
 TD0677  MODELED GRAV-     980,874.8   (mgal)                       NAVD 88
 TD0677
 TD0677  VERT ORDER  -  SECOND    CLASS 0
 TD0677
 TD0677.The horizontal coordinates were scaled from a topographic map and have
 TD0677.an estimated accuracy of +/- 6 seconds.
 TD0677
 TD0677.The orthometric height was determined by differential leveling
 TD0677.and adjusted by the National Geodetic Survey in June 1991..
 TD0677
 TD0677.The geoid height was determined by GEOID03.
 TD0677
 TD0677.The dynamic height is computed by dividing the NAVD 88
 TD0677.geopotential number by the normal gravity value computed on the
 TD0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0677.degrees latitude (g = 980.6199 gals.).
 TD0677
 TD0677.The modeled gravity was interpolated from observed gravity values.
 TD0677
 TD0677;                    North         East    Units  Estimated Accuracy
 TD0677;SPC ND N     -   207,410.      801,630.      MT  (+/- 180 meters Scaled)
 TD0677
 TD0677                          SUPERSEDED SURVEY CONTROL
 TD0677
 TD0677  NGVD 29 (??/??/92)  286.219  (m)          939.04   (f) ADJ UNCH    2 0
 TD0677
 TD0677.Superseded values are not recommended for survey control.
 TD0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0677.See file dsdata.txt to determine how the superseded data were derived.
 TD0677
 TD0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV915096(NAD 83)
 TD0677_MARKER: DB = BENCH MARK DISK
 TD0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0677_STAMPING: P-184 1935
 TD0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0677+STABILITY: SURFACE MOTION
 TD0677
 TD0677  HISTORY     - Date     Condition        Report By
 TD0677  HISTORY     - 1935     MONUMENTED       CGS
 TD0677
 TD0677                          STATION DESCRIPTION
 TD0677
 TD0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TD0677'7.0 MI S FROM LEROY.
 TD0677'7.0 MILES SOUTH ALONG SECTION ROAD FROM STEEL HIGHWAY BRIDGE OVER
 TD0677'PEMBINA RIVER ABOUT .8 MILES NORTH OF LEROY N. E. CORNER SEC. 28, T
 TD0677'162 N, R 55 W.  350 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD.  35
 TD0677'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  1.4 FT. WEST OF FENCE
 TD0677'LINE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0920 ***********************************************************************
 TE0920  DESIGNATION -  P 185
 TE0920  PID         -  TE0920
 TE0920  STATE/COUNTY-  ND/CAVALIER
 TE0920  USGS QUAD   -  HANNAH SW (1970)
 TE0920
 TE0920                         *CURRENT SURVEY CONTROL
 TE0920  ___________________________________________________________________
 TE0920* NAD 83(1986)-  48 45 41.     (N)    098 41 36.     (W)     SCALED    
 TE0920* NAVD 88     -       480.215  (meters)    1575.51   (feet)  ADJUSTED  
 TE0920  ___________________________________________________________________
 TE0920  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE0920  DYNAMIC HT  -         480.323 (meters)    1575.86  (feet)  COMP
 TE0920  MODELED GRAV-     980,820.0   (mgal)                       NAVD 88
 TE0920
 TE0920  VERT ORDER  -  SECOND    CLASS 0
 TE0920
 TE0920.The horizontal coordinates were scaled from a topographic map and have
 TE0920.an estimated accuracy of +/- 6 seconds.
 TE0920
 TE0920.The orthometric height was determined by differential leveling
 TE0920.and adjusted by the National Geodetic Survey in June 1991..
 TE0920
 TE0920.The geoid height was determined by GEOID03.
 TE0920
 TE0920.The dynamic height is computed by dividing the NAVD 88
 TE0920.geopotential number by the normal gravity value computed on the
 TE0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0920.degrees latitude (g = 980.6199 gals.).
 TE0920
 TE0920.The modeled gravity was interpolated from observed gravity values.
 TE0920
 TE0920;                    North         East    Units  Estimated Accuracy
 TE0920;SPC ND N     -   197,400.      732,820.      MT  (+/- 180 meters Scaled)
 TE0920
 TE0920                          SUPERSEDED SURVEY CONTROL
 TE0920
 TE0920  NGVD 29 (??/??/92)  479.814  (m)         1574.19   (f) ADJ UNCH    2 0
 TE0920
 TE0920.Superseded values are not recommended for survey control.
 TE0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0920.See file dsdata.txt to determine how the superseded data were derived.
 TE0920
 TE0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV225009(NAD 83)
 TE0920_MARKER: DB = BENCH MARK DISK
 TE0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0920_STAMPING: P-185 1935
 TE0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0920+STABILITY: SURFACE MOTION
 TE0920
 TE0920  HISTORY     - Date     Condition        Report By
 TE0920  HISTORY     - 1935     MONUMENTED       CGS
 TE0920
 TE0920                          STATION DESCRIPTION
 TE0920
 TE0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0920'9.8 MI SE FROM CLYDE.
 TE0920'0.8 MILES SOUTHEAST FROM G.N. RR STATION ALONG G.N. RR, THENCE 9.0
 TE0920'MILES EAST ALONG STATE HWY 5.  S. E. CORNER OF SECTION 17, T 161 N, R
 TE0920'62 W.  500 FEET EAST OF SUMMIT OF EAST-WEST ROAD OVER HILL.  400 FEET
 TE0920'WEST OF CENTERLINE OF NORTH-SOUTH ROAD.  31 FEET NORTH OF CENTERLINE
 TE0920'OF EAST-WEST ROAD.  6.7 FEET WEST OF POWER POLE.  TABLET SET IN
 TE0920'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0921 ***********************************************************************
 TE0921  DESIGNATION -  P 185 RESET
 TE0921  PID         -  TE0921
 TE0921  STATE/COUNTY-  ND/CAVALIER
 TE0921  USGS QUAD   -  HAMPDEN (1970)
 TE0921
 TE0921                         *CURRENT SURVEY CONTROL
 TE0921  ___________________________________________________________________
 TE0921* NAD 83(1986)-  48 36 41.     (N)    098 41 38.     (W)     SCALED    
 TE0921* NAVD 88     -       479.40   (+/-2cm)    1572.8    (feet)  VERTCON   
 TE0921  ___________________________________________________________________
 TE0921  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 TE0921
 TE0921  VERT ORDER  -  THIRD (See Below)
 TE0921
 TE0921.The horizontal coordinates were scaled from a topographic map and have
 TE0921.an estimated accuracy of +/- 6 seconds.
 TE0921
 TE0921.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0921.The vertical order pertains to the NGVD 29 superseded value.
 TE0921
 TE0921.The geoid height was determined by GEOID03.
 TE0921
 TE0921;                    North         East    Units  Estimated Accuracy
 TE0921;SPC ND N     -   180,720.      733,170.      MT  (+/- 180 meters Scaled)
 TE0921
 TE0921                          SUPERSEDED SURVEY CONTROL
 TE0921
 TE0921  NGVD 29 (??/??/??)  479.03   (m)         1571.6    (f) RESET       3  
 TE0921
 TE0921.Superseded values are not recommended for survey control.
 TE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0921.See file dsdata.txt to determine how the superseded data were derived.
 TE0921
 TE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU225843(NAD 83)
 TE0921_MARKER: DB = BENCH MARK DISK
 TE0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0921_STAMPING: P 185 RESET 1939
 TE0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0921+STABILITY: SURFACE MOTION
 TE0921
 TE0921  HISTORY     - Date     Condition        Report By
 TE0921  HISTORY     - 1939     MONUMENTED       NDHD
 TE0921  HISTORY     - 1957     GOOD             NGS
 TE0921  HISTORY     - 1968     GOOD             DOD
 TE0921
 TE0921                          STATION DESCRIPTION
 TE0921
 TE0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TE0921'9.8 MI SE FROM CLYDE.
 TE0921'0.8 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0921'AT CLYDE, CAVALIER COUNTY, 9.0 MILES EAST ALONG STATE HIGHWAY 5.  AT
 TE0921'THE SOUTHEAST CORNER OF SECTION 17, T. 161 N., R. 62 W., NEAR THE TOP
 TE0921'OF A HILL, AT A ROAD INTERSECTION, 87 FEET NORTH OF THE CENTER LINE OF
 TE0921'THE HIGHWAY, 34 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TE0921'ROAD, AND NEAR A POWER-LINE POLE.  A STANDARD DISK, STAMPED P 185
 TE0921'RESET 1939 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE NEW
 TE0921'RIGHT-OF-WAY LIMITS ARE 90 FEET AND THIS MARK IS 87 FEET FROM THE
 TE0921'CENTER LINE.
 TE0921
 TE0921                          STATION RECOVERY (1968)
 TE0921
 TE0921'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1820 ***********************************************************************
 TE1820  DESIGNATION -  P 185 RESET
 TE1820  PID         -  TE1820
 TE1820  STATE/COUNTY-  ND/CAVALIER
 TE1820  USGS QUAD   -  HANNAH SW (1970)
 TE1820
 TE1820                         *CURRENT SURVEY CONTROL
 TE1820  ___________________________________________________________________
 TE1820* NAD 83(1996)-  48 45 41.70165(N)    098 41 37.79024(W)     ADJUSTED  
 TE1820* NAVD 88     -       479.43   (+/-2cm)    1572.9    (feet)  VERTCON   
 TE1820  ___________________________________________________________________
 TE1820  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TE1820  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 TE1820
 TE1820  HORZ ORDER  -  SECOND
 TE1820  VERT ORDER  -  THIRD ? (See Below)
 TE1820
 TE1820.The horizontal coordinates were established by classical geodetic methods
 TE1820.and adjusted by the National Geodetic Survey in January 1998..
 TE1820
 TE1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE1820.The vertical order pertains to the NGVD 29 superseded value.
 TE1820
 TE1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1820
 TE1820.The geoid height was determined by GEOID03.
 TE1820
 TE1820;                    North         East     Units Scale Factor Converg.
 TE1820;SPC ND N     -   197,420.719   732,778.883   MT  1.00000572   +1 20 38.5
 TE1820;SPC ND N     -   647,705.77  2,404,130.19   iFT  1.00000572   +1 20 38.5
 TE1820;UTM  14      - 5,400,997.941   522,500.678   MT  0.99960622   +0 13 48.8
 TE1820
 TE1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1820!SPC ND N     -   0.99992864  x   1.00000572  =   0.99993436
 TE1820!UTM  14      -   0.99992864  x   0.99960622  =   0.99953489
 TE1820
 TE1820                          SUPERSEDED SURVEY CONTROL
 TE1820
 TE1820  NAD 83(1986)-  48 45 41.69807(N)    098 41 37.77725(W) AD(       ) 2
 TE1820  NAD 27      -  48 45 41.67460(N)    098 41 36.31784(W) AD(       ) 2
 TE1820  NGVD 29 (07/19/86)  479.03   (m)         1571.6    (f) LEVELING    3  
 TE1820
 TE1820.Superseded values are not recommended for survey control.
 TE1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1820.See file dsdata.txt to determine how the superseded data were derived.
 TE1820
 TE1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV2250100998(NAD 83)
 TE1820_MARKER: DB = BENCH MARK DISK
 TE1820_SETTING: 0 = UNSPECIFIED SETTING
 TE1820
 TE1820  HISTORY     - Date     Condition        Report By
 TE1820  HISTORY     - 1969     MONUMENTED       USGS
 TE1820
 TE1820                          STATION DESCRIPTION
 TE1820
 TE1820'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (USG)
 TE1820'THE STATION IS LOCATED 0.8 MILE SE ALONG THE GN RWY FROM RR STATION
 TE1820'IN CLYDE, 9.0 MILES E ALONG ST HWY 5, AT THE SE CORNER OF SEC 17,
 TE1820'T161N, R62W, NEAR THE TOP OF A HILL, AT A ROAD INTERSECTION, 87
 TE1820'FEET N OF THE CENTER LINE OF THE HIGHWAY, 34 FEET W OF THE CENTER
 TE1820'LINE OF THE N-S ROAD, AND NEAR A POWER LINE POLE.  THE MARK WAS
 TE1820'SET BY THE N. DAK. HWY DEPT, STAMPED P 185 RESET 1939, SET IN THE
 TE1820'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0173 ***********************************************************************
 TE0173  DESIGNATION -  P 186
 TE0173  PID         -  TE0173
 TE0173  STATE/COUNTY-  ND/CAVALIER
 TE0173  USGS QUAD   -  VANG (1972)
 TE0173
 TE0173                         *CURRENT SURVEY CONTROL
 TE0173  ___________________________________________________________________
 TE0173* NAD 83(1986)-  48 59 31.     (N)    098 00 57.     (W)     SCALED    
 TE0173* NAVD 88     -       313.015  (meters)    1026.95   (feet)  ADJUSTED  
 TE0173  ___________________________________________________________________
 TE0173  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 TE0173  DYNAMIC HT  -         313.104 (meters)    1027.24  (feet)  COMP
 TE0173  MODELED GRAV-     980,886.2   (mgal)                       NAVD 88
 TE0173
 TE0173  VERT ORDER  -  SECOND    CLASS 0
 TE0173
 TE0173.The horizontal coordinates were scaled from a topographic map and have
 TE0173.an estimated accuracy of +/- 6 seconds.
 TE0173
 TE0173.The orthometric height was determined by differential leveling
 TE0173.and adjusted by the National Geodetic Survey in June 1991..
 TE0173
 TE0173.The geoid height was determined by GEOID03.
 TE0173
 TE0173.The dynamic height is computed by dividing the NAVD 88
 TE0173.geopotential number by the normal gravity value computed on the
 TE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0173.degrees latitude (g = 980.6199 gals.).
 TE0173
 TE0173.The modeled gravity was interpolated from observed gravity values.
 TE0173
 TE0173;                    North         East    Units  Estimated Accuracy
 TE0173;SPC ND N     -   224,420.      781,780.      MT  (+/- 180 meters Scaled)
 TE0173
 TE0173                          SUPERSEDED SURVEY CONTROL
 TE0173
 TE0173  NGVD 29 (??/??/92)  312.642  (m)         1025.73   (f) ADJ UNCH    2 0
 TE0173
 TE0173.Superseded values are not recommended for survey control.
 TE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0173.See file dsdata.txt to determine how the superseded data were derived.
 TE0173
 TE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV719270(NAD 83)
 TE0173_MARKER: DB = BENCH MARK DISK
 TE0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0173_STAMPING: P 186 1935
 TE0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0173+STABILITY: SURFACE MOTION
 TE0173
 TE0173  HISTORY     - Date     Condition        Report By
 TE0173  HISTORY     - 1935     MONUMENTED       CGS
 TE0173
 TE0173                          STATION DESCRIPTION
 TE0173
 TE0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0173'10.4 MI NW FROM WALHALLA.
 TE0173'IN CAVALIER COUNTY, 10.4 MILES NORTHWEST ALONG STATE HIGHWAY 32 FROM
 TE0173'THE CROSSING OF THE VANG ROAD AT WALHALLA, PEMBINA COUNTY, 5.0 MILES
 TE0173'WEST ALONG A SECTION-LINE ROAD, AT THE SOUTHWEST CORNER OF SECTION 27,
 TE0173'T. 164 N., R. 57 W., 80 FEET EAST OF THE SOUTHEAST CORNER OF THE MILL
 TE0173'MOORE FARMHOUSE, AT A ROAD CROSSING, 28 FEET EAST OF THE CENTERLINE OF
 TE0173'THE NORTH-AND-SOUTH ROAD, 25.5 FEET NORTH OF THE CENTERLINE OF THE
 TE0173'EAST-AND-WEST ROAD, AND 5.6 FEET EAST OF THE SOUTHWEST FENCE CORNER. A
 TE0173'STANDARD DISK, STAMPED P 186 1935 AND SET IN THE TOP OF A CONCRETE
 TE0173'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0982 ***********************************************************************
 TE0982  DESIGNATION -  P 187
 TE0982  PID         -  TE0982
 TE0982  STATE/COUNTY-  ND/CAVALIER
 TE0982  USGS QUAD   -  HANNAH (1970)
 TE0982
 TE0982                         *CURRENT SURVEY CONTROL
 TE0982  ___________________________________________________________________
 TE0982* NAD 83(1986)-  48 59 33.     (N)    098 44 10.     (W)     SCALED    
 TE0982* NAVD 88     -       480.886  (meters)    1577.71   (feet)  ADJUSTED  
 TE0982  ___________________________________________________________________
 TE0982  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 TE0982  DYNAMIC HT  -         481.006 (meters)    1578.10  (feet)  COMP
 TE0982  MODELED GRAV-     980,844.5   (mgal)                       NAVD 88
 TE0982
 TE0982  VERT ORDER  -  SECOND    CLASS 0
 TE0982
 TE0982.The horizontal coordinates were scaled from a topographic map and have
 TE0982.an estimated accuracy of +/- 6 seconds.
 TE0982
 TE0982.The orthometric height was determined by differential leveling
 TE0982.and adjusted by the National Geodetic Survey in June 1991..
 TE0982
 TE0982.The geoid height was determined by GEOID03.
 TE0982
 TE0982.The dynamic height is computed by dividing the NAVD 88
 TE0982.geopotential number by the normal gravity value computed on the
 TE0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0982.degrees latitude (g = 980.6199 gals.).
 TE0982
 TE0982.The modeled gravity was interpolated from observed gravity values.
 TE0982
 TE0982;                    North         East    Units  Estimated Accuracy
 TE0982;SPC ND N     -   223,020.      729,080.      MT  (+/- 180 meters Scaled)
 TE0982
 TE0982                          SUPERSEDED SURVEY CONTROL
 TE0982
 TE0982  NGVD 29 (??/??/92)  480.504  (m)         1576.45   (f) ADJ UNCH    2 0
 TE0982
 TE0982.Superseded values are not recommended for survey control.
 TE0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0982.See file dsdata.txt to determine how the superseded data were derived.
 TE0982
 TE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV193266(NAD 83)
 TE0982_MARKER: DB = BENCH MARK DISK
 TE0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0982_STAMPING: P 187 1935
 TE0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0982+STABILITY: SURFACE MOTION
 TE0982
 TE0982  HISTORY     - Date     Condition        Report By
 TE0982  HISTORY     - 1935     MONUMENTED       CGS
 TE0982  HISTORY     - 1964     GOOD             NGS
 TE0982
 TE0982                          STATION DESCRIPTION
 TE0982
 TE0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0982'3.7 MI NW FROM HANNAH.
 TE0982'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE0982'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES
 TE0982'WEST ALONG A SECTION LINE TRAIL ROAD, AT THE NORTHWEST CORNER OF
 TE0982'SECTION 31, R 62 W, T 164 N, 229 FEET SOUTH OF THE CENTER LINE OF THE
 TE0982'ROAD, 270 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, IN A
 TE0982'CULTIVATED FIELD, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 TE0982'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0041 ***********************************************************************
 TE0041  DESIGNATION -  P 188
 TE0041  PID         -  TE0041
 TE0041  STATE/COUNTY-  ND/CAVALIER
 TE0041  USGS QUAD   -  VANG (1972)
 TE0041
 TE0041                         *CURRENT SURVEY CONTROL
 TE0041  ___________________________________________________________________
 TE0041* NAD 83(1986)-  48 52 35.     (N)    098 04 50.     (W)     SCALED    
 TE0041* NAVD 88     -       456.789  (meters)    1498.65   (feet)  ADJUSTED  
 TE0041  ___________________________________________________________________
 TE0041  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 TE0041  DYNAMIC HT  -         456.902 (meters)    1499.02  (feet)  COMP
 TE0041  MODELED GRAV-     980,842.3   (mgal)                       NAVD 88
 TE0041
 TE0041  VERT ORDER  -  SECOND    CLASS 0
 TE0041
 TE0041.The horizontal coordinates were scaled from a topographic map and have
 TE0041.an estimated accuracy of +/- 6 seconds.
 TE0041
 TE0041.The orthometric height was determined by differential leveling
 TE0041.and adjusted by the National Geodetic Survey in June 1991..
 TE0041
 TE0041.The geoid height was determined by GEOID03.
 TE0041
 TE0041.The dynamic height is computed by dividing the NAVD 88
 TE0041.geopotential number by the normal gravity value computed on the
 TE0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0041.degrees latitude (g = 980.6199 gals.).
 TE0041
 TE0041.The modeled gravity was interpolated from observed gravity values.
 TE0041
 TE0041;                    North         East    Units  Estimated Accuracy
 TE0041;SPC ND N     -   211,420.      777,450.      MT  (+/- 180 meters Scaled)
 TE0041
 TE0041                          SUPERSEDED SURVEY CONTROL
 TE0041
 TE0041  NGVD 29 (??/??/92)  456.430  (m)         1497.47   (f) ADJ UNCH    2 0
 TE0041
 TE0041.Superseded values are not recommended for survey control.
 TE0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0041.See file dsdata.txt to determine how the superseded data were derived.
 TE0041
 TE0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV674141(NAD 83)
 TE0041_MARKER: DB = BENCH MARK DISK
 TE0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0041_STAMPING: P 188 1935
 TE0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0041+STABILITY: SURFACE MOTION
 TE0041
 TE0041  HISTORY     - Date     Condition        Report By
 TE0041  HISTORY     - 1935     MONUMENTED       CGS
 TE0041  HISTORY     - 1964     GOOD             NGS
 TE0041
 TE0041                          STATION DESCRIPTION
 TE0041
 TE0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0041'5.2 MI SE FROM VANG.
 TE0041'ABOUT 1.2 MILES EAST ALONG A GRAVELED ROAD FROM THE VANG LUTHERAN
 TE0041'CHURCH AND CEMETERY, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD,
 TE0041'THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, IN SECTION 7, R 57 W, T
 TE0041'162 N, AT A ROAD INTERSECTION, 40 FEET SOUTH OF THE CENTER LINE OF THE
 TE0041'EAST-WEST ROAD, 38 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 TE0041'ROAD, 53 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 TE0041'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TE0041'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0881 ***********************************************************************
 TE0881  DESIGNATION -  P 189
 TE0881  PID         -  TE0881
 TE0881  STATE/COUNTY-  ND/CAVALIER
 TE0881  USGS QUAD   -  HANNAH (1970)
 TE0881
 TE0881                         *CURRENT SURVEY CONTROL
 TE0881  ___________________________________________________________________
 TE0881* NAD 83(1986)-  48 53 30.     (N)    098 39 00.     (W)     SCALED    
 TE0881* NAVD 88     -       475.633  (meters)    1560.47   (feet)  ADJUSTED  
 TE0881  ___________________________________________________________________
 TE0881  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 TE0881  DYNAMIC HT  -         475.747 (meters)    1560.85  (feet)  COMP
 TE0881  MODELED GRAV-     980,834.9   (mgal)                       NAVD 88
 TE0881
 TE0881  VERT ORDER  -  SECOND    CLASS 0
 TE0881
 TE0881.The horizontal coordinates were scaled from a topographic map and have
 TE0881.an estimated accuracy of +/- 6 seconds.
 TE0881
 TE0881.The orthometric height was determined by differential leveling
 TE0881.and adjusted by the National Geodetic Survey in June 1991..
 TE0881
 TE0881.The geoid height was determined by GEOID03.
 TE0881
 TE0881.The dynamic height is computed by dividing the NAVD 88
 TE0881.geopotential number by the normal gravity value computed on the
 TE0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0881.degrees latitude (g = 980.6199 gals.).
 TE0881
 TE0881.The modeled gravity was interpolated from observed gravity values.
 TE0881
 TE0881;                    North         East    Units  Estimated Accuracy
 TE0881;SPC ND N     -   211,960.      735,650.      MT  (+/- 180 meters Scaled)
 TE0881
 TE0881                          SUPERSEDED SURVEY CONTROL
 TE0881
 TE0881  NGVD 29 (??/??/92)  475.251  (m)         1559.22   (f) ADJ UNCH    2 0
 TE0881
 TE0881.Superseded values are not recommended for survey control.
 TE0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0881.See file dsdata.txt to determine how the superseded data were derived.
 TE0881
 TE0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV256154(NAD 83)
 TE0881_MARKER: DB = BENCH MARK DISK
 TE0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0881_STAMPING: P 189 1935
 TE0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0881+STABILITY: SURFACE MOTION
 TE0881
 TE0881  HISTORY     - Date     Condition        Report By
 TE0881  HISTORY     - 1935     MONUMENTED       CGS
 TE0881  HISTORY     - 1970     MARK NOT FOUND   USGS
 TE0881
 TE0881                          STATION DESCRIPTION
 TE0881
 TE0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE0881'0.3 MI SW FROM WALES.
 TE0881'0.3 MILE SOUTHWEST ALONG A SECTION-LINE ROAD FROM THE POST OFFICE AT
 TE0881'WALES, CAVALIER COUNTY, 2.0 MILES WEST ALONG ANOTHER SECTION-LINE
 TE0881'ROAD.  AT THE SOUTHEAST CORNER OF SECTION 34, T. 163 N., R. 62 W., AT
 TE0881'A ROAD INTERSECTION, 41 FEET WEST OF THE CENTERLINE OF THE
 TE0881'NORTH-AND-SOUTH ROAD, 37 FEET NORTH OF THE CENTERLINE OF THE
 TE0881'EAST-AND-WEST ROAD, AND 4.2 FEET NORTHWEST OF A POLE.  A STANDARD
 TE0881'DISK, STAMPED P 189 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 TE0881'THERE IS A ROAD DITCH WHERE THE MARK IS DESCRIBED.
 TE0881
 TE0881                          STATION RECOVERY (1970)
 TE0881
 TE0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TE0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0173 ***********************************************************************
 RS0173  DESIGNATION -  P 19
 RS0173  PID         -  RS0173
 RS0173  STATE/COUNTY-  ND/BOWMAN
 RS0173  USGS QUAD   -  BOWMAN (1968)
 RS0173
 RS0173                         *CURRENT SURVEY CONTROL
 RS0173  ___________________________________________________________________
 RS0173* NAD 83(1986)-  46 11 02.     (N)    103 23 42.     (W)     SCALED    
 RS0173* NAVD 88     -       902.768  (meters)    2961.83   (feet)  ADJUSTED  
 RS0173  ___________________________________________________________________
 RS0173  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 RS0173  DYNAMIC HT  -         902.684 (meters)    2961.56  (feet)  COMP
 RS0173  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 RS0173
 RS0173  VERT ORDER  -  FIRST     CLASS II
 RS0173
 RS0173.The horizontal coordinates were scaled from a topographic map and have
 RS0173.an estimated accuracy of +/- 6 seconds.
 RS0173
 RS0173.The orthometric height was determined by differential leveling
 RS0173.and adjusted by the National Geodetic Survey in June 1991..
 RS0173
 RS0173.The geoid height was determined by GEOID03.
 RS0173
 RS0173.The dynamic height is computed by dividing the NAVD 88
 RS0173.geopotential number by the normal gravity value computed on the
 RS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0173.degrees latitude (g = 980.6199 gals.).
 RS0173
 RS0173.The modeled gravity was interpolated from observed gravity values.
 RS0173
 RS0173;                    North         East    Units  Estimated Accuracy
 RS0173;SPC ND S     -    61,610.      376,540.      MT  (+/- 180 meters Scaled)
 RS0173
 RS0173                          SUPERSEDED SURVEY CONTROL
 RS0173
 RS0173  NGVD 29 (??/??/92)  902.265  (m)         2960.18   (f) ADJ UNCH    1 2
 RS0173
 RS0173.Superseded values are not recommended for survey control.
 RS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0173.See file dsdata.txt to determine how the superseded data were derived.
 RS0173
 RS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM238157(NAD 83)
 RS0173_MARKER: DB = BENCH MARK DISK
 RS0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0173_STAMPING: P-19 1934
 RS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0173+STABILITY: SURFACE MOTION
 RS0173
 RS0173  HISTORY     - Date     Condition        Report By
 RS0173  HISTORY     - 1934     MONUMENTED       CGS
 RS0173  HISTORY     - 1934     GOOD             NGS
 RS0173
 RS0173                          STATION DESCRIPTION
 RS0173
 RS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RS0173'IN BOWMAN.
 RS0173'AT BOWMAN, BOWMAN COUNTY, 92 FEET WEST OF THE NORTHWEST CORNER OF THE
 RS0173'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION, IN THE
 RS0173'PASSENGER STATION YARD, 53 FEET EAST OF THE CENTER LINE OF U.S.HIGHWAY
 RS0173'85, AND 18 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK. A STANDARD
 RS0173'DISK, STAMPED P 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RS0173
 RS0173                          STATION RECOVERY (1934)
 RS0173
 RS0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RS0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1397 ***********************************************************************
 TE1397  DESIGNATION -  P 191
 TE1397  PID         -  TE1397
 TE1397  STATE/COUNTY-  ND/PIERCE
 TE1397  USGS QUAD   -  FILLMORE (1958)
 TE1397
 TE1397                         *CURRENT SURVEY CONTROL
 TE1397  ___________________________________________________________________
 TE1397* NAD 83(1986)-  48 10 19.     (N)    099 50 53.     (W)     SCALED    
 TE1397* NAVD 88     -       481.609  (meters)    1580.08   (feet)  ADJUSTED  
 TE1397  ___________________________________________________________________
 TE1397  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 TE1397  DYNAMIC HT  -         481.699 (meters)    1580.37  (feet)  COMP
 TE1397  MODELED GRAV-     980,781.3   (mgal)                       NAVD 88
 TE1397
 TE1397  VERT ORDER  -  SECOND    CLASS 0
 TE1397
 TE1397.The horizontal coordinates were scaled from a topographic map and have
 TE1397.an estimated accuracy of +/- 6 seconds.
 TE1397
 TE1397.The orthometric height was determined by differential leveling
 TE1397.and adjusted by the National Geodetic Survey in June 1991..
 TE1397
 TE1397.The geoid height was determined by GEOID03.
 TE1397
 TE1397.The dynamic height is computed by dividing the NAVD 88
 TE1397.geopotential number by the normal gravity value computed on the
 TE1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1397.degrees latitude (g = 980.6199 gals.).
 TE1397
 TE1397.The modeled gravity was interpolated from observed gravity values.
 TE1397
 TE1397;                    North         East    Units  Estimated Accuracy
 TE1397;SPC ND N     -   130,500.      648,490.      MT  (+/- 180 meters Scaled)
 TE1397
 TE1397                          SUPERSEDED SURVEY CONTROL
 TE1397
 TE1397  NGVD 29 (??/??/92)  481.252  (m)         1578.91   (f) ADJ UNCH    2 0
 TE1397
 TE1397.Superseded values are not recommended for survey control.
 TE1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1397.See file dsdata.txt to determine how the superseded data were derived.
 TE1397
 TE1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU369357(NAD 83)
 TE1397_MARKER: DB = BENCH MARK DISK
 TE1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1397_STAMPING: P 191 1935
 TE1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1397+STABILITY: SURFACE MOTION
 TE1397
 TE1397  HISTORY     - Date     Condition        Report By
 TE1397  HISTORY     - 1935     MONUMENTED       CGS
 TE1397  HISTORY     - 1956     MARK NOT FOUND   NGS
 TE1397
 TE1397                          STATION DESCRIPTION
 TE1397
 TE1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1397'2.3 MI W FROM FILLMORE.
 TE1397'IN PIERCE COUNTY, 2.3 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 TE1397'STATION AT FILLMORE, BENSON COUNTY, 0.4 MILE EAST OF MILEPOST 489, AT
 TE1397'A DIRTROAD CROSSING AT THE MRS. KATHARINE WENTZ PLACE, 100 FEET
 TE1397'NORTHWEST OF THE CENTER OF THE CROSSING, 75.5 FEET NORTHEAST OF THE
 TE1397'NORTHEAST CORNER OF GALVANIZED-PIPE CULVERT W 488+0, 41.9 FEET NORTH
 TE1397'OF THE CENTERLINE OF THE TRACK, AND 3.3 FEET EAST OF A POLE, A
 TE1397'STANDARD DISK, STAMPED P 191 1935 AND SET IN THE TOP OF A CONCRETE
 TE1397'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1431 ***********************************************************************
 TE1431  DESIGNATION -  P 192
 TE1431  PID         -  TE1431
 TE1431  STATE/COUNTY-  ND/BENSON
 TE1431  USGS QUAD   -  ESMOND (1958)
 TE1431
 TE1431                         *CURRENT SURVEY CONTROL
 TE1431  ___________________________________________________________________
 TE1431* NAD 83(1986)-  48 01 18.     (N)    099 46 59.     (W)     SCALED    
 TE1431* NAVD 88     -       489.378  (meters)    1605.57   (feet)  ADJUSTED  
 TE1431  ___________________________________________________________________
 TE1431  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 TE1431  DYNAMIC HT  -         489.458 (meters)    1605.83  (feet)  COMP
 TE1431  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 TE1431
 TE1431  VERT ORDER  -  SECOND    CLASS 0
 TE1431
 TE1431.The horizontal coordinates were scaled from a topographic map and have
 TE1431.an estimated accuracy of +/- 6 seconds.
 TE1431
 TE1431.The orthometric height was determined by differential leveling
 TE1431.and adjusted by the National Geodetic Survey in June 1991..
 TE1431
 TE1431.The geoid height was determined by GEOID03.
 TE1431
 TE1431.The dynamic height is computed by dividing the NAVD 88
 TE1431.geopotential number by the normal gravity value computed on the
 TE1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1431.degrees latitude (g = 980.6199 gals.).
 TE1431
 TE1431.The modeled gravity was interpolated from observed gravity values.
 TE1431
 TE1431;                    North         East    Units  Estimated Accuracy
 TE1431;SPC ND N     -   113,840.      653,480.      MT  (+/- 180 meters Scaled)
 TE1431
 TE1431                          SUPERSEDED SURVEY CONTROL
 TE1431
 TE1431  NGVD 29 (??/??/92)  489.010  (m)         1604.36   (f) ADJ UNCH    2 0
 TE1431
 TE1431.Superseded values are not recommended for survey control.
 TE1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1431.See file dsdata.txt to determine how the superseded data were derived.
 TE1431
 TE1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU416190(NAD 83)
 TE1431_MARKER: DB = BENCH MARK DISK
 TE1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1431_STAMPING: P 192 1935
 TE1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1431+STABILITY: SURFACE MOTION
 TE1431
 TE1431  HISTORY     - Date     Condition        Report By
 TE1431  HISTORY     - 1935     MONUMENTED       CGS
 TE1431  HISTORY     - 1956     POOR             NGS
 TE1431
 TE1431                          STATION DESCRIPTION
 TE1431
 TE1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1431'11.1 MI S FROM FILLMORE.
 TE1431'11.1 MILES SOUTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TE1431'STATION AT FILLMORE, BENSON COUNTY, 1.0 MILE EAST ALONG A SECTION-LINE
 TE1431'ROAD.  AT THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
 TE1431'34, TPS. 153 AND 152 N, R 71 W, AT A ROAD INTERSECTION, 60 FEET NORTH
 TE1431'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 36 FEET EAST OF THE
 TE1431'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 40.6 FEET NORTH OF THE
 TE1431'SOUTHWEST CORNER OF A FIELD FENCE, AND 0.8 FOOT WEST OF THE
 TE1431'NORTH-AND-SOUTH BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED P 192
 TE1431'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1409 ***********************************************************************
 TE1409  DESIGNATION -  P 193
 TE1409  PID         -  TE1409
 TE1409  STATE/COUNTY-  ND/BENSON
 TE1409  USGS QUAD   -  HARLOW SE (1958)
 TE1409
 TE1409                         *CURRENT SURVEY CONTROL
 TE1409  ___________________________________________________________________
 TE1409* NAD 83(1986)-  48 06 28.     (N)    099 31 25.     (W)     SCALED    
 TE1409* NAVD 88     -       486.524  (meters)    1596.20   (feet)  ADJUSTED  
 TE1409  ___________________________________________________________________
 TE1409  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 TE1409  DYNAMIC HT  -         486.597 (meters)    1596.44  (feet)  COMP
 TE1409  MODELED GRAV-     980,746.4   (mgal)                       NAVD 88
 TE1409
 TE1409  VERT ORDER  -  SECOND    CLASS 0
 TE1409
 TE1409.The horizontal coordinates were scaled from a topographic map and have
 TE1409.an estimated accuracy of +/- 6 seconds.
 TE1409
 TE1409.The orthometric height was determined by differential leveling
 TE1409.and adjusted by the National Geodetic Survey in June 1991..
 TE1409
 TE1409.The geoid height was determined by GEOID03.
 TE1409
 TE1409.The dynamic height is computed by dividing the NAVD 88
 TE1409.geopotential number by the normal gravity value computed on the
 TE1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1409.degrees latitude (g = 980.6199 gals.).
 TE1409
 TE1409.The modeled gravity was interpolated from observed gravity values.
 TE1409
 TE1409;                    North         East    Units  Estimated Accuracy
 TE1409;SPC ND N     -   123,630.      672,710.      MT  (+/- 180 meters Scaled)
 TE1409
 TE1409                          SUPERSEDED SURVEY CONTROL
 TE1409
 TE1409  NGVD 29 (??/??/92)  486.141  (m)         1594.95   (f) ADJ UNCH    2 0
 TE1409
 TE1409.Superseded values are not recommended for survey control.
 TE1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1409.See file dsdata.txt to determine how the superseded data were derived.
 TE1409
 TE1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU610284(NAD 83)
 TE1409_MARKER: DB = BENCH MARK DISK
 TE1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1409_STAMPING: P 193 1935
 TE1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1409+STABILITY: SURFACE MOTION
 TE1409
 TE1409  HISTORY     - Date     Condition        Report By
 TE1409  HISTORY     - 1935     MONUMENTED       CGS
 TE1409  HISTORY     - 1956     MARK NOT FOUND   NGS
 TE1409
 TE1409                          STATION DESCRIPTION
 TE1409
 TE1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 TE1409'4.0 MI S FROM HARLOW.
 TE1409'4.0 MILES SOUTH ALONG STATE HIGHWAY 30 FROM THE SOO LINE RAILROAD
 TE1409'STATION AT HARLOW, BENSON COUNTY, AT THE NORTHWEST CORNER OF SECTION 3
 TE1409'TPS. 154 AND 153 N, R 69 W, AT THE INTERSECTION OF A SECTION-LINE
 TE1409'ROAD, 120 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 115 FEET
 TE1409'SOUTH OF THE NORTHWEST CORNER OF A FIELD FENCE, 110 FEET SOUTHEAST OF
 TE1409'TWO GALVANIZED-IRON PIPE CULVERTS, 40 FEET EAST OF THE CENTERLINE OF
 TE1409'THE HIGHWAY, AND 0.6 FOOT EAST OF THE NORTH-AND-SOUTH FENCE.  A
 TE1409'STANDARD DISK, STAMPED P 193 1935 AND SET IN THE TOP OF A CONCRETE
 TE1409'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1447 ***********************************************************************
 TE1447  DESIGNATION -  P 194
 TE1447  PID         -  TE1447
 TE1447  STATE/COUNTY-  ND/PIERCE
 TE1447  USGS QUAD   -  PETRIFIED LAKE (1958)
 TE1447
 TE1447                         *CURRENT SURVEY CONTROL
 TE1447  ___________________________________________________________________
 TE1447* NAD 83(1986)-  48 02 11.     (N)    099 56 04.     (W)     SCALED    
 TE1447* NAVD 88     -       488.405  (meters)    1602.38   (feet)  ADJUSTED  
 TE1447  ___________________________________________________________________
 TE1447  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 TE1447  DYNAMIC HT  -         488.486 (meters)    1602.64  (feet)  COMP
 TE1447  MODELED GRAV-     980,760.6   (mgal)                       NAVD 88
 TE1447
 TE1447  VERT ORDER  -  SECOND    CLASS 0
 TE1447
 TE1447.The horizontal coordinates were scaled from a topographic map and have
 TE1447.an estimated accuracy of +/- 6 seconds.
 TE1447
 TE1447.The orthometric height was determined by differential leveling
 TE1447.and adjusted by the National Geodetic Survey in June 1991..
 TE1447
 TE1447.The geoid height was determined by GEOID03.
 TE1447
 TE1447.The dynamic height is computed by dividing the NAVD 88
 TE1447.geopotential number by the normal gravity value computed on the
 TE1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1447.degrees latitude (g = 980.6199 gals.).
 TE1447
 TE1447.The modeled gravity was interpolated from observed gravity values.
 TE1447
 TE1447;                    North         East    Units  Estimated Accuracy
 TE1447;SPC ND N     -   115,380.      642,170.      MT  (+/- 180 meters Scaled)
 TE1447
 TE1447                          SUPERSEDED SURVEY CONTROL
 TE1447
 TE1447  NGVD 29 (??/??/92)  488.044  (m)         1601.19   (f) ADJ UNCH    2 0
 TE1447
 TE1447.Superseded values are not recommended for survey control.
 TE1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1447.See file dsdata.txt to determine how the superseded data were derived.
 TE1447
 TE1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU303207(NAD 83)
 TE1447_MARKER: DB = BENCH MARK DISK
 TE1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1447_STAMPING: P 194 1935
 TE1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1447+STABILITY: SURFACE MOTION
 TE1447
 TE1447  HISTORY     - Date     Condition        Report By
 TE1447  HISTORY     - 1935     MONUMENTED       CGS
 TE1447
 TE1447                          STATION DESCRIPTION
 TE1447
 TE1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TE1447'9.8 MI S FROM BALTA.
 TE1447'9.8 MILES SOUTH ALONG STATE HIGHWAY 3 FROM BALTA, PIERCE COUNTY, 4.5
 TE1447'MILES EAST ALONG STATE HIGHWAY 19.  AT THE SOUTHEAST CORNER OF SECTION
 TE1447'29, T 153 N, R 72 W, AT A ROAD INTERSECTION, 130 FEET NORTHWEST OF THE
 TE1447'CENTER OF THE INTERSECTION, 36.2 FEET WEST OF THE CENTERLINE OF THE
 TE1447'ROAD, 33.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.8 FEET
 TE1447'NORTHWEST OF THE NORTHWEST CORNER OF THE WEST END OF A CONCRETE-BOX
 TE1447'CULVERT AND 6.7 FEET WEST OF A PUBLIC SIGNBOARD.  A STANDARD DISK,
 TE1447'STAMPED P 194 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0109 ***********************************************************************
 RS0109  DESIGNATION -  P 20 RESET
 RS0109  PID         -  RS0109
 RS0109  STATE/COUNTY-  ND/HETTINGER
 RS0109  USGS QUAD   -  NEW ENGLAND (1973)
 RS0109
 RS0109                         *CURRENT SURVEY CONTROL
 RS0109  ___________________________________________________________________
 RS0109* NAD 83(1986)-  46 31 43.     (N)    102 52 06.     (W)     SCALED    
 RS0109* NAVD 88     -       789.45   (+/-2cm)    2590.1    (feet)  VERTCON   
 RS0109  ___________________________________________________________________
 RS0109  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 RS0109
 RS0109  VERT ORDER  -  THIRD (See Below)
 RS0109
 RS0109.The horizontal coordinates were scaled from a topographic map and have
 RS0109.an estimated accuracy of +/- 6 seconds.
 RS0109
 RS0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 RS0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RS0109.The vertical order pertains to the NGVD 29 superseded value.
 RS0109
 RS0109.The geoid height was determined by GEOID03.
 RS0109
 RS0109;                    North         East    Units  Estimated Accuracy
 RS0109;SPC ND S     -    98,550.      418,330.      MT  (+/- 180 meters Scaled)
 RS0109
 RS0109                          SUPERSEDED SURVEY CONTROL
 RS0109
 RS0109  NGVD 29 (11/04/04)  788.93   (m)         2588.3    (f) RESET       3  
 RS0109
 RS0109.Superseded values are not recommended for survey control.
 RS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0109.See file dsdata.txt to determine how the superseded data were derived.
 RS0109
 RS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM634549(NAD 83)
 RS0109_MARKER: DB = BENCH MARK DISK
 RS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0109_STAMPING: P 20 RESET 1936
 RS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0109+STABILITY: SURFACE MOTION
 RS0109
 RS0109  HISTORY     - Date     Condition        Report By
 RS0109  HISTORY     - 1936     MONUMENTED       NDHD
 RS0109  HISTORY     - 1961     MARK NOT FOUND   NGS
 RS0109
 RS0109                          STATION DESCRIPTION
 RS0109
 RS0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RS0109'1.0 MI W FROM NEW ENGLAND.
 RS0109'1.0 MILE WEST ALONG STATE HIGHWAY 21 FROM NEW ENGLAND, HETTINGER
 RS0109'COUNTY, 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 22, AND NEAR
 RS0109'THE NORTHWEST CORNER OF SECTION 9, T 135 N, R 97 W.  A STANDARD DISK,
 RS0109'STAMPED P 20 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 RS0109'THE ROADS IN THIS AREA HAVE BEEN CHANGED AND THE MARK COULD NOT BE PIN
 RS0109'POINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0102 ***********************************************************************
 SM0102  DESIGNATION -  P 201
 SM0102  PID         -  SM0102
 SM0102  STATE/COUNTY-  ND/GRIGGS
 SM0102  USGS QUAD   -  BINFORD (1961)
 SM0102
 SM0102                         *CURRENT SURVEY CONTROL
 SM0102  ___________________________________________________________________
 SM0102* NAD 83(1986)-  47 37 19.     (N)    098 22 19.     (W)     SCALED    
 SM0102* NAVD 88     -       491.876  (meters)    1613.76   (feet)  ADJUSTED  
 SM0102  ___________________________________________________________________
 SM0102  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 SM0102  DYNAMIC HT  -         491.948 (meters)    1614.00  (feet)  COMP
 SM0102  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 SM0102
 SM0102  VERT ORDER  -  SECOND    CLASS 0
 SM0102
 SM0102.The horizontal coordinates were scaled from a topographic map and have
 SM0102.an estimated accuracy of +/- 6 seconds.
 SM0102
 SM0102.The orthometric height was determined by differential leveling
 SM0102.and adjusted by the National Geodetic Survey in June 1991..
 SM0102
 SM0102.The geoid height was determined by GEOID03.
 SM0102
 SM0102.The dynamic height is computed by dividing the NAVD 88
 SM0102.geopotential number by the normal gravity value computed on the
 SM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0102.degrees latitude (g = 980.6199 gals.).
 SM0102
 SM0102.The modeled gravity was interpolated from observed gravity values.
 SM0102
 SM0102;                    North         East    Units  Estimated Accuracy
 SM0102;SPC ND N     -    71,360.      759,940.      MT  (+/- 180 meters Scaled)
 SM0102
 SM0102                          SUPERSEDED SURVEY CONTROL
 SM0102
 SM0102  NGVD 29 (??/??/92)  491.530  (m)         1612.63   (f) ADJ UNCH    2 0
 SM0102
 SM0102.Superseded values are not recommended for survey control.
 SM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0102.See file dsdata.txt to determine how the superseded data were derived.
 SM0102
 SM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT471744(NAD 83)
 SM0102_MARKER: DB = BENCH MARK DISK
 SM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0102_STAMPING: P 201 1935
 SM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0102+STABILITY: SURFACE MOTION
 SM0102
 SM0102  HISTORY     - Date     Condition        Report By
 SM0102  HISTORY     - 1935     MONUMENTED       CGS
 SM0102  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0102
 SM0102                          STATION DESCRIPTION
 SM0102
 SM0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0102'1.3 MI W FROM BINFORD.
 SM0102'1.3 MILES WEST ALONG A SECTION-LINE ROAD FROM THE NORTHERN PACIFIC
 SM0102'RAILWAY STATION AT BINFORD, GRIGGS COUNTY, 4.0 MILES NORTH ALONG
 SM0102'ANOTHER SECTION-LINE ROAD.  0.3 MILE NORTH OF A LARGE SLOUGH, AT
 SM0102'SECTION 24, T. 148 N., R. 61 W., AT THE TOP OF A HILL SURROUNDED BY
 SM0102'ROUND HILLS, 200 FEET WEST OF THE SECTION LINE BETWEEN RANGES 60 W AND
 SM0102'61 W, AND 1.5 FEET EAST OF A PASTURE FENCE.  A STANDARD DISK, STAMPED
 SM0102'P 201 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0125 ***********************************************************************
 SM0125  DESIGNATION -  P 202
 SM0125  PID         -  SM0125
 SM0125  STATE/COUNTY-  ND/NELSON
 SM0125  USGS QUAD   -  KLOTEN (1967)
 SM0125
 SM0125                         *CURRENT SURVEY CONTROL
 SM0125  ___________________________________________________________________
 SM0125* NAD 83(1986)-  47 40 22.     (N)    098 05 31.     (W)     SCALED    
 SM0125* NAVD 88     -       438.216  (meters)    1437.71   (feet)  POSTED    
 SM0125  ___________________________________________________________________
 SM0125  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 SM0125  DYNAMIC HT  -         438.280 (meters)    1437.92  (feet)  COMP
 SM0125  MODELED GRAV-     980,737.3   (mgal)                       NAVD 88
 SM0125
 SM0125  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SM0125
 SM0125.The horizontal coordinates were scaled from a topographic map and have
 SM0125.an estimated accuracy of +/- 6 seconds.
 SM0125
 SM0125.The orthometric height was determined by differential leveling
 SM0125.and adjusted by the National Geodetic Survey in 1992..
 SM0125.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SM0125.rate of 1.1 thru 2.0 mm/km.
 SM0125
 SM0125.The geoid height was determined by GEOID03.
 SM0125
 SM0125.The dynamic height is computed by dividing the NAVD 88
 SM0125.geopotential number by the normal gravity value computed on the
 SM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0125.degrees latitude (g = 980.6199 gals.).
 SM0125
 SM0125.The modeled gravity was interpolated from observed gravity values.
 SM0125
 SM0125;                    North         East    Units  Estimated Accuracy
 SM0125;SPC ND N     -    77,630.      780,800.      MT  (+/- 180 meters Scaled)
 SM0125
 SM0125                          SUPERSEDED SURVEY CONTROL
 SM0125
 SM0125  NGVD 29 (??/??/92)  437.85   (m)         1436.5    (f) COMPUTED    2 0
 SM0125
 SM0125.Superseded values are not recommended for survey control.
 SM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0125.See file dsdata.txt to determine how the superseded data were derived.
 SM0125
 SM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT681803(NAD 83)
 SM0125_MARKER: DB = BENCH MARK DISK
 SM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0125_STAMPING: P 202 1935
 SM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0125+STABILITY: SURFACE MOTION
 SM0125
 SM0125  HISTORY     - Date     Condition        Report By
 SM0125  HISTORY     - 1935     MONUMENTED       CGS
 SM0125  HISTORY     - 1963     MARK NOT FOUND   NGS
 SM0125
 SM0125                          STATION DESCRIPTION
 SM0125
 SM0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0125'5.3 MI SW FROM ANETA.
 SM0125'0.5 MILE SOUTH ALONG STATE HIGHWAY 45 FROM THE CITY PARK AT ANETA,
 SM0125'NELSON COUNTY, 4.8 MILES WEST ALONG THE GRIGGS-NELSON COUNTY-LINE
 SM0125'ROAD.  AT SECTION 33, T. 149 N., R. 58 W., 200 FEET NORTHWEST OF THE
 SM0125'NORTH-AND-SOUTH ROAD BETWEEN SECTIONS 5 AND 6, T. 148 N., 4844 FEET
 SM0125'NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 72.7 FEET WEST OF
 SM0125'THE SOUTHEAST CORNER OF A FENCE, AND 1.6 FEET SOUTH OF THE FENCE.  A
 SM0125'STANDARD DISK, STAMPED P 202 1935 AND SET IN THE TOP OF A CONCRETE
 SM0125'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0689 ***********************************************************************
 SM0689  DESIGNATION -  P 203
 SM0689  PID         -  SM0689
 SM0689  STATE/COUNTY-  ND/FOSTER
 SM0689  USGS QUAD   -  BRANTFORD (1950)
 SM0689
 SM0689                         *CURRENT SURVEY CONTROL
 SM0689  ___________________________________________________________________
 SM0689* NAD 83(1986)-  47 35 13.     (N)    098 55 34.     (W)     SCALED    
 SM0689* NAVD 88     -       464.261  (meters)    1523.16   (feet)  ADJUSTED  
 SM0689  ___________________________________________________________________
 SM0689  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 SM0689  DYNAMIC HT  -         464.309 (meters)    1523.32  (feet)  COMP
 SM0689  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 SM0689
 SM0689  VERT ORDER  -  SECOND    CLASS 0
 SM0689
 SM0689.The horizontal coordinates were scaled from a topographic map and have
 SM0689.an estimated accuracy of +/- 6 seconds.
 SM0689
 SM0689.The orthometric height was determined by differential leveling
 SM0689.and adjusted by the National Geodetic Survey in June 1991..
 SM0689
 SM0689.The geoid height was determined by GEOID03.
 SM0689
 SM0689.The dynamic height is computed by dividing the NAVD 88
 SM0689.geopotential number by the normal gravity value computed on the
 SM0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0689.degrees latitude (g = 980.6199 gals.).
 SM0689
 SM0689.The modeled gravity was interpolated from observed gravity values.
 SM0689
 SM0689;                    North         East    Units  Estimated Accuracy
 SM0689;SPC ND N     -    66,470.      718,380.      MT  (+/- 180 meters Scaled)
 SM0689
 SM0689                          SUPERSEDED SURVEY CONTROL
 SM0689
 SM0689  NGVD 29 (??/??/92)  463.870  (m)         1521.88   (f) ADJ UNCH    2 0
 SM0689
 SM0689.Superseded values are not recommended for survey control.
 SM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0689.See file dsdata.txt to determine how the superseded data were derived.
 SM0689
 SM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT055703(NAD 83)
 SM0689_MARKER: DB = BENCH MARK DISK
 SM0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0689_STAMPING: P-203 1935
 SM0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0689+STABILITY: SURFACE MOTION
 SM0689
 SM0689  HISTORY     - Date     Condition        Report By
 SM0689  HISTORY     - 1935     MONUMENTED       CGS
 SM0689  HISTORY     - 1960     GOOD             NGS
 SM0689
 SM0689                          STATION DESCRIPTION
 SM0689
 SM0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SM0689'11 MI NE FROM BARLOW.
 SM0689'1.2 MILE NORTH ALONG N.P.R.R., THEN 9.8 MILES EAST ALONG SECTION ROAD,
 SM0689'FROM NO. PAC. RY. STA. T. 147 N.  R 65 W.  N.E. CORNER OF SEC. 3.
 SM0689'ABOUT 225 FEET NORTH OF P.R. BLOMQUISTS FARM HOUSE.  51.2 FEET
 SM0689'SOUTHWEST OF CENTERLINE OF INTERSECTION OF ROADS.  21.8 FEET SOUTH OF
 SM0689'CENTERLINE OF EAST-WEST ROAD.  11.4 FEET WEST OF NORTHEAST-CORNER OF
 SM0689'FENCE.  1.3 FT. NORTH OF EAST-WEST FENCE.  TABLET SET IN PRECAST
 SM0689'CONCRETE POST.
 SM0689
 SM0689                          STATION RECOVERY (1960)
 SM0689
 SM0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0486 ***********************************************************************
 SM0486  DESIGNATION -  P 205
 SM0486  PID         -  SM0486
 SM0486  STATE/COUNTY-  ND/BARNES
 SM0486  USGS QUAD   -  WIMBLEDON (1961)
 SM0486
 SM0486                         *CURRENT SURVEY CONTROL
 SM0486  ___________________________________________________________________
 SM0486* NAD 83(1986)-  47 14 26.     (N)    098 25 33.     (W)     SCALED    
 SM0486* NAVD 88     -       456.512  (meters)    1497.74   (feet)  ADJUSTED  
 SM0486  ___________________________________________________________________
 SM0486  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 SM0486  DYNAMIC HT  -         456.547 (meters)    1497.85  (feet)  COMP
 SM0486  MODELED GRAV-     980,674.8   (mgal)                       NAVD 88
 SM0486
 SM0486  VERT ORDER  -  SECOND    CLASS 0
 SM0486
 SM0486.The horizontal coordinates were scaled from a topographic map and have
 SM0486.an estimated accuracy of +/- 6 seconds.
 SM0486
 SM0486.The orthometric height was determined by differential leveling
 SM0486.and adjusted by the National Geodetic Survey in June 1991..
 SM0486
 SM0486.The geoid height was determined by GEOID03.
 SM0486
 SM0486.The dynamic height is computed by dividing the NAVD 88
 SM0486.geopotential number by the normal gravity value computed on the
 SM0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0486.degrees latitude (g = 980.6199 gals.).
 SM0486
 SM0486.The modeled gravity was interpolated from observed gravity values.
 SM0486
 SM0486;                    North         East    Units  Estimated Accuracy
 SM0486;SPC ND S     -   177,030.      757,020.      MT  (+/- 180 meters Scaled)
 SM0486
 SM0486                          SUPERSEDED SURVEY CONTROL
 SM0486
 SM0486  NGVD 29 (??/??/92)  456.145  (m)         1496.54   (f) ADJ UNCH    2 0
 SM0486
 SM0486.Superseded values are not recommended for survey control.
 SM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0486.See file dsdata.txt to determine how the superseded data were derived.
 SM0486
 SM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT434320(NAD 83)
 SM0486_MARKER: DB = BENCH MARK DISK
 SM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0486_STAMPING: P 205 1935
 SM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0486+STABILITY: SURFACE MOTION
 SM0486
 SM0486  HISTORY     - Date     Condition        Report By
 SM0486  HISTORY     - 1935     MONUMENTED       CGS
 SM0486  HISTORY     - 1961     MARK NOT FOUND   NGS
 SM0486
 SM0486                          STATION DESCRIPTION
 SM0486
 SM0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0486'7.8 MI ENE FROM COURTENAY.
 SM0486'IN BARNES COUNTY, 1.3 MILES NORTH ALONG A SECTIONLINE ROAD FROM THE
 SM0486'PUBLIC SCHOOL AT COURTENAY, STUTSMAN COUNTY, THENCE 6.5 MILES EAST
 SM0486'ALONG ANOTHER SECTION-LINE ROAD.  AT THE NORTHEAST CORNER OF SECTION
 SM0486'5, T. 143 N., R. 61 W., AT A ROAD INTERSECTION, 37.5 FEET SOUTHWEST OF
 SM0486'THE CENTER OF THE INTERSECTION, 32.7 FEET WEST OF THE CENTER LINE OF
 SM0486'THE NORTH-AND-SOUTH ROAD, 2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 SM0486'A FENCE, AND 1.4 FEET SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD
 SM0486'DISK, STAMPED P 205 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 SM0486'APPEARS IT MAY HAVE BEEN DESTROYED BY ROAD IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0582 ***********************************************************************
 SM0582  DESIGNATION -  P 206
 SM0582  PID         -  SM0582
 SM0582  STATE/COUNTY-  ND/FOSTER
 SM0582  USGS QUAD   -  KENSAL NW (1951)
 SM0582
 SM0582                         *CURRENT SURVEY CONTROL
 SM0582  ___________________________________________________________________
 SM0582* NAD 83(1986)-  47 25 41.     (N)    098 41 27.     (W)     SCALED    
 SM0582* NAVD 88     -       461.834  (meters)    1515.20   (feet)  ADJUSTED  
 SM0582  ___________________________________________________________________
 SM0582  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 SM0582  DYNAMIC HT  -         461.886 (meters)    1515.37  (feet)  COMP
 SM0582  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 SM0582
 SM0582  VERT ORDER  -  SECOND    CLASS 0
 SM0582
 SM0582.The horizontal coordinates were scaled from a topographic map and have
 SM0582.an estimated accuracy of +/- 6 seconds.
 SM0582
 SM0582.The orthometric height was determined by differential leveling
 SM0582.and adjusted by the National Geodetic Survey in June 1991..
 SM0582
 SM0582.The geoid height was determined by GEOID03.
 SM0582
 SM0582.The dynamic height is computed by dividing the NAVD 88
 SM0582.geopotential number by the normal gravity value computed on the
 SM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0582.degrees latitude (g = 980.6199 gals.).
 SM0582
 SM0582.The modeled gravity was interpolated from observed gravity values.
 SM0582
 SM0582;                    North         East    Units  Estimated Accuracy
 SM0582;SPC ND N     -    49,200.      736,480.      MT  (+/- 180 meters Scaled)
 SM0582
 SM0582                          SUPERSEDED SURVEY CONTROL
 SM0582
 SM0582  NGVD 29 (??/??/92)  461.474  (m)         1514.02   (f) ADJ UNCH    2 0
 SM0582
 SM0582.Superseded values are not recommended for survey control.
 SM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0582.See file dsdata.txt to determine how the superseded data were derived.
 SM0582
 SM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT233527(NAD 83)
 SM0582_MARKER: DB = BENCH MARK DISK
 SM0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0582_STAMPING: P 206 1935
 SM0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0582+STABILITY: SURFACE MOTION
 SM0582
 SM0582  HISTORY     - Date     Condition        Report By
 SM0582  HISTORY     - 1935     MONUMENTED       CGS
 SM0582  HISTORY     - 1961     POOR             NGS
 SM0582
 SM0582                          STATION DESCRIPTION
 SM0582
 SM0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 SM0582'7.3 MI SW FROM GLENFIELD.
 SM0582'5.3 MILES WEST ALONG STATE HIGHWAY 7 FROM THE CROSSING OF THE GREAT
 SM0582'NORTHERN RAILWAY AT GLENFIELD, FOSTER COUNTY, THENCE 2.0 MILES SOUTH
 SM0582'ALONG A SECTION-LINE ROAD.  AT THE SOUTHWEST CORNER OF SECTION 27, T.
 SM0582'146 N., R. 63 W., AT A ROAD INTERSECTION, 60 FEET NORTHEAST OF THE
 SM0582'CENTER OF THE INTERSECTION, 53 FEET NORTH OF THE CENTER LINE OF THE
 SM0582'EAST-AND-WEST ROAD, 33 FEET EAST OF THE CENTER LINE OF THE
 SM0582'NORTH-AND-SOUTH ROAD, 14 FEET NORTH OF THE SOUTHWEST CORNER OF A
 SM0582'PASTURE FENCE, AND 0.8 FOOT WEST OF THE NORTH-AND-SOUTH BARBED-WIRE
 SM0582'FENCE.  A STANDARD DISK, STAMPED P 206 1935 AND SET IN THE TOP OF A
 SM0582'CONCRETE POST.  NOTE-- THE CONCRETE POST HAS BEEN HIT AND WAS FOUND TO
 SM0582'BE TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0269 ***********************************************************************
 RQ0269  DESIGNATION -  P 207
 RQ0269  PID         -  RQ0269
 RQ0269  STATE/COUNTY-  ND/STUTSMAN
 RQ0269  USGS QUAD   -  BLOOM (1975)
 RQ0269
 RQ0269                         *CURRENT SURVEY CONTROL
 RQ0269  ___________________________________________________________________
 RQ0269* NAD 83(1986)-  46 57 58.     (N)    098 30 11.     (W)     SCALED    
 RQ0269* NAVD 88     -       446.548  (meters)    1465.05   (feet)  ADJUSTED  
 RQ0269  ___________________________________________________________________
 RQ0269  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 RQ0269  DYNAMIC HT  -         446.569 (meters)    1465.12  (feet)  COMP
 RQ0269  MODELED GRAV-     980,648.4   (mgal)                       NAVD 88
 RQ0269
 RQ0269  VERT ORDER  -  SECOND    CLASS 0
 RQ0269
 RQ0269.The horizontal coordinates were scaled from a topographic map and have
 RQ0269.an estimated accuracy of +/- 6 seconds.
 RQ0269
 RQ0269.The orthometric height was determined by differential leveling
 RQ0269.and adjusted by the National Geodetic Survey in June 1991..
 RQ0269
 RQ0269.The geoid height was determined by GEOID03.
 RQ0269
 RQ0269.The dynamic height is computed by dividing the NAVD 88
 RQ0269.geopotential number by the normal gravity value computed on the
 RQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0269.degrees latitude (g = 980.6199 gals.).
 RQ0269
 RQ0269.The modeled gravity was interpolated from observed gravity values.
 RQ0269
 RQ0269;                    North         East    Units  Estimated Accuracy
 RQ0269;SPC ND S     -   146,370.      751,950.      MT  (+/- 180 meters Scaled)
 RQ0269
 RQ0269                          SUPERSEDED SURVEY CONTROL
 RQ0269
 RQ0269  NGVD 29 (??/??/92)  446.166  (m)         1463.80   (f) ADJ UNCH    2 0
 RQ0269
 RQ0269.Superseded values are not recommended for survey control.
 RQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0269.See file dsdata.txt to determine how the superseded data were derived.
 RQ0269
 RQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT378015(NAD 83)
 RQ0269_MARKER: DB = BENCH MARK DISK
 RQ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0269_STAMPING: P 207 1935
 RQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0269+STABILITY: SURFACE MOTION
 RQ0269
 RQ0269  HISTORY     - Date     Condition        Report By
 RQ0269  HISTORY     - 1935     MONUMENTED       CGS
 RQ0269  HISTORY     - 1961     MARK NOT FOUND   NGS
 RQ0269
 RQ0269                          STATION DESCRIPTION
 RQ0269
 RQ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0269'2.1 MI N FROM SPIRITWOOD.
 RQ0269'2.1 MILES NORTH ALONG STATE HIGHWAY 62 FROM THE JUNCTION OF U.S.
 RQ0269'HIGHWAY 52 AT SPIRITWOOD, STUTSMAN COUNTY, AT THE SOUTHEAST CORNER OF
 RQ0269'SECTION 4, T. 140 N., R. 62 W., IN A VALLEY SURROUNDED BY ROUND
 RQ0269'ROLLING HILLS, AT A ROAD INTERSECTION, 60.8 FEET NORTHWEST OF THE
 RQ0269'CENTER OF THE INTERSECTION, 50.5 FEET NORTH OF THE CENTER LINE OF THE
 RQ0269'ROAD, AND 34.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 RQ0269'STANDARD DISK, STAMPED P 207 1935 AND SET IN THE TOP OF A CONCRETE
 RQ0269'POST.  NOTE-- THE DESCRIBED LOCATION IS IN THE BOTTOM OF THE PRESENT
 RQ0269'GRADER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0244 ***********************************************************************
 RQ0244  DESIGNATION -  P 209
 RQ0244  PID         -  RQ0244
 RQ0244  STATE/COUNTY-  ND/STUTSMAN
 RQ0244  USGS QUAD   -  MONTPELIER NW (1953)
 RQ0244
 RQ0244                         *CURRENT SURVEY CONTROL
 RQ0244  ___________________________________________________________________
 RQ0244* NAD 83(1986)-  46 43 57.     (N)    098 38 20.     (W)     SCALED    
 RQ0244* NAVD 88     -       461.549  (meters)    1514.27   (feet)  ADJUSTED  
 RQ0244  ___________________________________________________________________
 RQ0244  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 RQ0244  DYNAMIC HT  -         461.567 (meters)    1514.32  (feet)  COMP
 RQ0244  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 RQ0244
 RQ0244  VERT ORDER  -  SECOND    CLASS 0
 RQ0244
 RQ0244.The horizontal coordinates were scaled from a topographic map and have
 RQ0244.an estimated accuracy of +/- 6 seconds.
 RQ0244
 RQ0244.The orthometric height was determined by differential leveling
 RQ0244.and adjusted by the National Geodetic Survey in June 1991..
 RQ0244
 RQ0244.The geoid height was determined by GEOID03.
 RQ0244
 RQ0244.The dynamic height is computed by dividing the NAVD 88
 RQ0244.geopotential number by the normal gravity value computed on the
 RQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0244.degrees latitude (g = 980.6199 gals.).
 RQ0244
 RQ0244.The modeled gravity was interpolated from observed gravity values.
 RQ0244
 RQ0244;                    North         East    Units  Estimated Accuracy
 RQ0244;SPC ND S     -   120,160.      742,230.      MT  (+/- 180 meters Scaled)
 RQ0244
 RQ0244                          SUPERSEDED SURVEY CONTROL
 RQ0244
 RQ0244  NGVD 29 (??/??/92)  461.186  (m)         1513.07   (f) ADJ UNCH    2 0
 RQ0244
 RQ0244.Superseded values are not recommended for survey control.
 RQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0244.See file dsdata.txt to determine how the superseded data were derived.
 RQ0244
 RQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS275755(NAD 83)
 RQ0244_MARKER: DB = BENCH MARK DISK
 RQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0244_STAMPING: P 209 1935
 RQ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0244+STABILITY: SURFACE MOTION
 RQ0244
 RQ0244  HISTORY     - Date     Condition        Report By
 RQ0244  HISTORY     - 1935     MONUMENTED       CGS
 RQ0244  HISTORY     - 1960     POOR             NGS
 RQ0244
 RQ0244                          STATION DESCRIPTION
 RQ0244
 RQ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0244'5.8 MI NW FROM MONTPELIER.
 RQ0244'2.4 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0244'MONTPELIER, STUTSMAN COUNTY, THENCE 3.4 MILES WEST ALONG A
 RQ0244'SECTION-LINE ROAD.  AT SECTION 28, T 138 N, R 63 W, 35.8 FEET NORTH OF
 RQ0244'THE CENTERLINE OF AN EAST-AND-WEST ROAD BETWEEN SECTION 28 AND 33, 3.5
 RQ0244'FEET NORTHWEST OF A SOUTHEAST FENCE CORNER, 3 FEET NORTH OF THE
 RQ0244'EAST-AND-WEST FENCE, AND 1.7 FEET WEST OF THE NORTH-AND-SOUTH FENCE. A
 RQ0244'STANDARD DISK, STAMPED P 209 1935 AND SET IN THE TOP OF A CONCRETE
 RQ0244'POST.  NOTE-- NEAR THE CENTER OF THE SOUTH SIDE OF SEC. 28, T. 138 N.,
 RQ0244'R. 63 W., 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 RQ0244'SOUTH-SOUTHWEST OF A CORNER POST AND JUST WEST OF A STEEL POST.  THE
 RQ0244'MARK APPEARED TO BE SLIGHTLY TILTED AND WAS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0334 ***********************************************************************
 RR0334  DESIGNATION -  P 21
 RR0334  PID         -  RR0334
 RR0334  STATE/COUNTY-  ND/MORTON
 RR0334  USGS QUAD   -  ALMONT EAST (1980)
 RR0334
 RR0334                         *CURRENT SURVEY CONTROL
 RR0334  ___________________________________________________________________
 RR0334* NAD 83(1986)-  46 40 26.     (N)    101 22 58.     (W)     SCALED    
 RR0334* NAVD 88     -       642.552  (meters)    2108.11   (feet)  ADJUSTED  
 RR0334  ___________________________________________________________________
 RR0334  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 RR0334  DYNAMIC HT  -         642.546 (meters)    2108.09  (feet)  COMP
 RR0334  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 RR0334
 RR0334  VERT ORDER  -  FIRST     CLASS II
 RR0334
 RR0334.The horizontal coordinates were scaled from a topographic map and have
 RR0334.an estimated accuracy of +/- 6 seconds.
 RR0334
 RR0334.The orthometric height was determined by differential leveling
 RR0334.and adjusted by the National Geodetic Survey in June 1991..
 RR0334
 RR0334.The geoid height was determined by GEOID03.
 RR0334
 RR0334.The dynamic height is computed by dividing the NAVD 88
 RR0334.geopotential number by the normal gravity value computed on the
 RR0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0334.degrees latitude (g = 980.6199 gals.).
 RR0334
 RR0334.The modeled gravity was interpolated from observed gravity values.
 RR0334
 RR0334;                    North         East    Units  Estimated Accuracy
 RR0334;SPC ND S     -   112,340.      532,460.      MT  (+/- 180 meters Scaled)
 RR0334
 RR0334                          SUPERSEDED SURVEY CONTROL
 RR0334
 RR0334  NGVD 29 (??/??/92)  642.103  (m)         2106.63   (f) ADJ UNCH    1 2
 RR0334
 RR0334.Superseded values are not recommended for survey control.
 RR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0334.See file dsdata.txt to determine how the superseded data were derived.
 RR0334
 RR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS177716(NAD 83)
 RR0334_MARKER: DB = BENCH MARK DISK
 RR0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0334_SP_SET: CONCRETE POST
 RR0334_STAMPING: P 21 1933
 RR0334_MARK LOGO: CGS   
 RR0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0334+STABILITY: SURFACE MOTION
 RR0334
 RR0334  HISTORY     - Date     Condition        Report By
 RR0334  HISTORY     - 1933     MONUMENTED       CGS
 RR0334  HISTORY     - 1956     GOOD             NGS
 RR0334  HISTORY     - 1985     GOOD             NGS
 RR0334
 RR0334                          STATION DESCRIPTION
 RR0334
 RR0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0334'13 MI S FROM NEW SALEM.
 RR0334'13 MILES SOUTH ALONG STATE HIGHWAY 31 FROM NEW SALEM, MORTON COUNTY,
 RR0334'AT THE JUNCTION OF A SIDE ROAD LEADING WEST, 53 FEET NORTH OF THE
 RR0334'CENTERLINE OF THE SIDE ROAD, AND 53 FEET WEST OF THE CENTERLINE OF THE
 RR0334'HIGHWAY.  A STANDARD DISK, STAMPED P 21 1933 AND SET IN THE TOP OF A
 RR0334'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 RR0334
 RR0334                          STATION RECOVERY (1985)
 RR0334
 RR0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RR0334'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT AT
 RR0334'THIS POINT STATE HIGHWAY 31 IS NOW COUNTY ROAD 85.  ADD--0.9 METER
 RR0334'(3 FT) EAST OF A WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0407 ***********************************************************************
 TD0407  DESIGNATION -  P 211
 TD0407  PID         -  TD0407
 TD0407  STATE/COUNTY-  ND/WALSH
 TD0407  USGS QUAD   -  NASH (1963)
 TD0407
 TD0407                         *CURRENT SURVEY CONTROL
 TD0407  ___________________________________________________________________
 TD0407* NAD 83(1986)-  48 27 10.     (N)    097 37 20.     (W)     SCALED    
 TD0407* NAVD 88     -       271.679  (meters)     891.33   (feet)  ADJUSTED  
 TD0407  ___________________________________________________________________
 TD0407  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 TD0407  DYNAMIC HT  -         271.742 (meters)     891.54  (feet)  COMP
 TD0407  MODELED GRAV-     980,837.8   (mgal)                       NAVD 88
 TD0407
 TD0407  VERT ORDER  -  SECOND    CLASS 0
 TD0407
 TD0407.The horizontal coordinates were scaled from a topographic map and have
 TD0407.an estimated accuracy of +/- 6 seconds.
 TD0407
 TD0407.The orthometric height was determined by differential leveling
 TD0407.and adjusted by the National Geodetic Survey in June 1991..
 TD0407
 TD0407.The geoid height was determined by GEOID03.
 TD0407
 TD0407.The dynamic height is computed by dividing the NAVD 88
 TD0407.geopotential number by the normal gravity value computed on the
 TD0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0407.degrees latitude (g = 980.6199 gals.).
 TD0407
 TD0407.The modeled gravity was interpolated from observed gravity values.
 TD0407
 TD0407;                    North         East    Units  Estimated Accuracy
 TD0407;SPC ND N     -   165,500.      812,810.      MT  (+/- 180 meters Scaled)
 TD0407
 TD0407                          SUPERSEDED SURVEY CONTROL
 TD0407
 TD0407  NGVD 29 (??/??/92)  271.35   (m)          890.3    (f) COMPUTED    2 0
 TD0407
 TD0407.Superseded values are not recommended for survey control.
 TD0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0407.See file dsdata.txt to determine how the superseded data were derived.
 TD0407
 TD0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU018675(NAD 83)
 TD0407_MARKER: DB = BENCH MARK DISK
 TD0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0407_STAMPING: P 211 1935
 TD0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0407+STABILITY: SURFACE MOTION
 TD0407
 TD0407  HISTORY     - Date     Condition        Report By
 TD0407  HISTORY     - 1935     MONUMENTED       CGS
 TD0407  HISTORY     - 1940     GOOD             NGS
 TD0407
 TD0407                          STATION DESCRIPTION
 TD0407
 TD0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TD0407'9.2 MI NE FROM PARK RIVER.
 TD0407'IS 9.2 MILES N.E. OF PARK RIVER, 2.8 MILES N. OF JCT. STATE HIWAYS 17
 TD0407'AND 18, ALONG 18 AT THE N.W. CORNER OF SCHOOL HOUSE GROUNDS, DISTRICT
 TD0407'NO. 25, 47.7 FT. E. OF THE CENTER OF HIWAY, 77.0 FT. N. OF THE CENTER
 TD0407'OF DRIVEWAY TO SCHOOL, 0.8 FT. W. OF WHITE MARKER POST, 4 IN. ABOVE
 TD0407'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0408 ***********************************************************************
 TD0408  DESIGNATION -  P 211 RESET
 TD0408  PID         -  TD0408
 TD0408  STATE/COUNTY-  ND/WALSH
 TD0408  USGS QUAD   -  NASH (1963)
 TD0408
 TD0408                         *CURRENT SURVEY CONTROL
 TD0408  ___________________________________________________________________
 TD0408* NAD 83(1986)-  48 27 09.     (N)    097 37 20.     (W)     SCALED    
 TD0408* NAVD 88     -       271.40   (+/-2cm)     890.4    (feet)  VERTCON   
 TD0408  ___________________________________________________________________
 TD0408  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 TD0408
 TD0408  VERT ORDER  -  THIRD (See Below)
 TD0408
 TD0408.The horizontal coordinates were scaled from a topographic map and have
 TD0408.an estimated accuracy of +/- 6 seconds.
 TD0408
 TD0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 TD0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TD0408.The vertical order pertains to the NGVD 29 superseded value.
 TD0408
 TD0408.The geoid height was determined by GEOID03.
 TD0408
 TD0408;                    North         East    Units  Estimated Accuracy
 TD0408;SPC ND N     -   165,470.      812,810.      MT  (+/- 180 meters Scaled)
 TD0408
 TD0408                          SUPERSEDED SURVEY CONTROL
 TD0408
 TD0408  NGVD 29 (??/??/??)  271.07   (m)          889.3    (f) RESET       3  
 TD0408
 TD0408.Superseded values are not recommended for survey control.
 TD0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0408.See file dsdata.txt to determine how the superseded data were derived.
 TD0408
 TD0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU018675(NAD 83)
 TD0408_MARKER: DB = BENCH MARK DISK
 TD0408_SETTING: 0 = UNSPECIFIED SETTING
 TD0408_STAMPING: P 211 RESET 1951
 TD0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0408
 TD0408  HISTORY     - Date     Condition        Report By
 TD0408  HISTORY     - 1951     MONUMENTED       NDHD
 TD0408
 TD0408                          STATION DESCRIPTION
 TD0408
 TD0408'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1951
 TD0408'9.2 MI NE FROM PARK RIVER.
 TD0408'9.2 MILES NORTHEAST ALONG STATE HIGHWAYS 17 AND 18 FROM PARK RIVER,
 TD0408'WALSH COUNTY, 2.8 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE
 TD0408'JUNCTION, 0.25 MILE NORTH OF THE NORTHWEST CORNER OF SEC. 4, T 157 W,
 TD0408'R 54 W, 43 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY LEADING INTO
 TD0408'DISTRICT 25 SCHOOL GROUNDS, 80 FEET EAST OF THE CENTERLINE OF THE
 TD0408'HIGHWAY, AND 1 FOOT FROM A WHITE WOODEN WITNESS POST PROJECTING 3
 TD0408'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0114 ***********************************************************************
 SN0114  DESIGNATION -  P 212
 SN0114  PID         -  SN0114
 SN0114  STATE/COUNTY-  ND/BURLEIGH
 SN0114  USGS QUAD   -  BALDWIN (1979)
 SN0114
 SN0114                         *CURRENT SURVEY CONTROL
 SN0114  ___________________________________________________________________
 SN0114* NAD 83(1986)-  47 02 27.     (N)    100 44 51.     (W)     SCALED    
 SN0114* NAVD 88     -       596.847  (meters)    1958.16   (feet)  ADJUSTED  
 SN0114  ___________________________________________________________________
 SN0114  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 SN0114  DYNAMIC HT  -         596.854 (meters)    1958.18  (feet)  COMP
 SN0114  MODELED GRAV-     980,606.3   (mgal)                       NAVD 88
 SN0114
 SN0114  VERT ORDER  -  FIRST     CLASS II
 SN0114
 SN0114.The horizontal coordinates were scaled from a topographic map and have
 SN0114.an estimated accuracy of +/- 6 seconds.
 SN0114
 SN0114.The orthometric height was determined by differential leveling
 SN0114.and adjusted by the National Geodetic Survey in June 1991..
 SN0114
 SN0114.The geoid height was determined by GEOID03.
 SN0114
 SN0114.The dynamic height is computed by dividing the NAVD 88
 SN0114.geopotential number by the normal gravity value computed on the
 SN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0114.degrees latitude (g = 980.6199 gals.).
 SN0114
 SN0114.The modeled gravity was interpolated from observed gravity values.
 SN0114
 SN0114;                    North         East    Units  Estimated Accuracy
 SN0114;SPC ND S     -   152,780.      581,190.      MT  (+/- 180 meters Scaled)
 SN0114
 SN0114                          SUPERSEDED SURVEY CONTROL
 SN0114
 SN0114  NGVD 29 (??/??/92)  596.414  (m)         1956.73   (f) ADJ UNCH    1 2
 SN0114
 SN0114.Superseded values are not recommended for survey control.
 SN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0114.See file dsdata.txt to determine how the superseded data were derived.
 SN0114
 SN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT672111(NAD 83)
 SN0114_MARKER: DB = BENCH MARK DISK
 SN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0114_STAMPING: P 212 1962
 SN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0114+STABILITY: SURFACE MOTION
 SN0114
 SN0114  HISTORY     - Date     Condition        Report By
 SN0114  HISTORY     - 1962     MONUMENTED       CGS
 SN0114
 SN0114                          STATION DESCRIPTION
 SN0114
 SN0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0114'1 MI N FROM BALDWIN.
 SN0114'ABOUT 1 MILE NORTH ALONG THE SOO LINE RAILROAD FROM THE RAILROAD
 SN0114'STATION AT BALDWIN, AT A ROAD CROSSING, 17 POLES NORTH OF MILEPOST
 SN0114'542, 91 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 36 FEET WEST OF
 SN0114'THE WEST RAIL, 11 FEET WEST OF A FENCE LINE, 3.5 FEET SOUTH OF A
 SN0114'TELEGRAPH POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 SN0114'THAN THE TRACK, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0848 ***********************************************************************
 SN0848  DESIGNATION -  P 213
 SN0848  PID         -  SN0848
 SN0848  STATE/COUNTY-  ND/MCLEAN
 SN0848  USGS QUAD   -  WASHBURN NE (1980)
 SN0848
 SN0848                         *CURRENT SURVEY CONTROL
 SN0848  ___________________________________________________________________
 SN0848* NAD 83(1986)-  47 23 04.     (N)    101 06 02.     (W)     SCALED    
 SN0848* NAVD 88     -       577.267  (meters)    1893.92   (feet)  ADJUSTED  
 SN0848  ___________________________________________________________________
 SN0848  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0848  DYNAMIC HT  -         577.310 (meters)    1894.06  (feet)  COMP
 SN0848  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 SN0848
 SN0848  VERT ORDER  -  FIRST     CLASS II
 SN0848
 SN0848.The horizontal coordinates were scaled from a topographic map and have
 SN0848.an estimated accuracy of +/- 6 seconds.
 SN0848
 SN0848.The orthometric height was determined by differential leveling
 SN0848.and adjusted by the National Geodetic Survey in June 1991..
 SN0848
 SN0848.The geoid height was determined by GEOID03.
 SN0848
 SN0848.The dynamic height is computed by dividing the NAVD 88
 SN0848.geopotential number by the normal gravity value computed on the
 SN0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0848.degrees latitude (g = 980.6199 gals.).
 SN0848
 SN0848.The modeled gravity was interpolated from observed gravity values.
 SN0848
 SN0848;                    North         East    Units  Estimated Accuracy
 SN0848;SPC ND N     -    42,920.      554,650.      MT  (+/- 180 meters Scaled)
 SN0848
 SN0848                          SUPERSEDED SURVEY CONTROL
 SN0848
 SN0848.No superseded survey control is available for this station.
 SN0848
 SN0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT414500(NAD 83)
 SN0848_MARKER: DB = BENCH MARK DISK
 SN0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0848_STAMPING: P 213 1962
 SN0848_MARK LOGO: CGS   
 SN0848_PROJECTION: PROJECTING 10 CENTIMETERS
 SN0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0848+STABILITY: SURFACE MOTION
 SN0848
 SN0848  HISTORY     - Date     Condition        Report By
 SN0848  HISTORY     - 1962     MONUMENTED       CGS
 SN0848  HISTORY     - 1982     GOOD             NGS
 SN0848
 SN0848                          STATION DESCRIPTION
 SN0848
 SN0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0848'1.6 MI NW FROM FALKIRK.
 SN0848'1.6 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0848'FALKIRK, 4 POLES NORTHWEST OF A ROAD CROSSING, AT MILEPOST 508, 109
 SN0848'FEET EAST NORTHEAST AND ACROSS THE TRACK FROM THE MILEPOST, 4 FEET
 SN0848'SOUTH OF A TELEGRAPH POLE, 2 FEET NORTH OF A WITNESS POST, ABOUT 2
 SN0848'FEET LOWER THAN THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 SN0848'PROJECTING 0.6 FOOT.
 SN0848
 SN0848                          STATION RECOVERY (1982)
 SN0848
 SN0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0848'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SN0848'8.4 KM (5.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 SN0848'WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.2 KM (0.1 MI) SOUTH OF THE
 SN0848'JUNCTION OF A GRAVELED ROAD LEADING EAST-WEST, 42.1 METERS (138.1 FT)
 SN0848'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 33.3
 SN0848'METERS (109.3 FT) NORTHEAST OF RAILROAD MILEPOST 508, 16.5 METERS
 SN0848'(54.1 FT) SOUTH OF A UTILITY POLE AND 11.7 METERS (38.4 FT) EAST OF
 SN0848'THE NEAR RAIL OF THE SOO LINE RAILROAD.
 SN0848'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 SN0848'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0553 ***********************************************************************
 SN0553  DESIGNATION -  P 214
 SN0553  PID         -  SN0553
 SN0553  STATE/COUNTY-  ND/MCLEAN
 SN0553  USGS QUAD   -  GARRISON (1981)
 SN0553
 SN0553                         *CURRENT SURVEY CONTROL
 SN0553  ___________________________________________________________________
 SN0553* NAD 83(1986)-  47 40 52.     (N)    101 23 43.     (W)     SCALED    
 SN0553* NAVD 88     -       584.922  (meters)    1919.03   (feet)  ADJUSTED  
 SN0553  ___________________________________________________________________
 SN0553  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 SN0553  DYNAMIC HT  -         584.974 (meters)    1919.20  (feet)  COMP
 SN0553  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 SN0553
 SN0553  VERT ORDER  -  FIRST     CLASS II
 SN0553
 SN0553.The horizontal coordinates were scaled from a topographic map and have
 SN0553.an estimated accuracy of +/- 6 seconds.
 SN0553
 SN0553.The orthometric height was determined by differential leveling
 SN0553.and adjusted by the National Geodetic Survey in June 1991..
 SN0553
 SN0553.The geoid height was determined by GEOID03.
 SN0553
 SN0553.The dynamic height is computed by dividing the NAVD 88
 SN0553.geopotential number by the normal gravity value computed on the
 SN0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0553.degrees latitude (g = 980.6199 gals.).
 SN0553
 SN0553.The modeled gravity was interpolated from observed gravity values.
 SN0553
 SN0553;                    North         East    Units  Estimated Accuracy
 SN0553;SPC ND N     -    76,120.      532,780.      MT  (+/- 180 meters Scaled)
 SN0553
 SN0553                          SUPERSEDED SURVEY CONTROL
 SN0553
 SN0553  NGVD 29 (??/??/92)  584.525  (m)         1917.73   (f) ADJ UNCH    1 2
 SN0553
 SN0553.Superseded values are not recommended for survey control.
 SN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0553.See file dsdata.txt to determine how the superseded data were derived.
 SN0553
 SN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT202836(NAD 83)
 SN0553_MARKER: DB = BENCH MARK DISK
 SN0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0553_STAMPING: P 214 1962
 SN0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0553+STABILITY: SURFACE MOTION
 SN0553
 SN0553  HISTORY     - Date     Condition        Report By
 SN0553  HISTORY     - 1962     MONUMENTED       CGS
 SN0553
 SN0553                          STATION DESCRIPTION
 SN0553
 SN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0553'3 MI NE FROM GARRISON.
 SN0553'ABOUT 3 MILE NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0553'GARRISON, 5 POLES WEST OF MILEPOLE 478, 127 FEET SOUTHWEST AND ACROSS
 SN0553'THE TRACK FROM A T FENCE CORNER, 34 FEET SOUTH AND ACROSS THE TRACK
 SN0553'FROM A WHISTLE POST, 16 FEET SOUTH OF THE SOUTH RAIL, 26.5 FEET NORTH
 SN0553'OF A TELEPHONE POLE, 2.5 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH
 SN0553'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0530 ***********************************************************************
 SN0530  DESIGNATION -  P 215
 SN0530  PID         -  SN0530
 SN0530  STATE/COUNTY-  ND/MCLEAN
 SN0530  USGS QUAD   -  GARRISON (1981)
 SN0530
 SN0530                         *CURRENT SURVEY CONTROL
 SN0530  ___________________________________________________________________
 SN0530* NAD 83(1986)-  47 38 13.     (N)    101 23 57.     (W)     SCALED    
 SN0530* NAVD 88     -       580.601  (meters)    1904.86   (feet)  ADJUSTED  
 SN0530  ___________________________________________________________________
 SN0530  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 SN0530  DYNAMIC HT  -         580.652 (meters)    1905.02  (feet)  COMP
 SN0530  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 SN0530
 SN0530  VERT ORDER  -  FIRST     CLASS II
 SN0530
 SN0530.The horizontal coordinates were scaled from a topographic map and have
 SN0530.an estimated accuracy of +/- 6 seconds.
 SN0530
 SN0530.The orthometric height was determined by differential leveling
 SN0530.and adjusted by the National Geodetic Survey in June 1991..
 SN0530
 SN0530.The geoid height was determined by GEOID03.
 SN0530
 SN0530.The dynamic height is computed by dividing the NAVD 88
 SN0530.geopotential number by the normal gravity value computed on the
 SN0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0530.degrees latitude (g = 980.6199 gals.).
 SN0530
 SN0530.The modeled gravity was interpolated from observed gravity values.
 SN0530
 SN0530;                    North         East    Units  Estimated Accuracy
 SN0530;SPC ND N     -    71,210.      532,430.      MT  (+/- 180 meters Scaled)
 SN0530
 SN0530                          SUPERSEDED SURVEY CONTROL
 SN0530
 SN0530  NGVD 29 (??/??/92)  580.205  (m)         1903.56   (f) ADJ UNCH    1 2
 SN0530
 SN0530.Superseded values are not recommended for survey control.
 SN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0530.See file dsdata.txt to determine how the superseded data were derived.
 SN0530
 SN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT197787(NAD 83)
 SN0530_MARKER: DB = BENCH MARK DISK
 SN0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0530_STAMPING: P 215 1962
 SN0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0530+STABILITY: SURFACE MOTION
 SN0530
 SN0530  HISTORY     - Date     Condition        Report By
 SN0530  HISTORY     - 1962     MONUMENTED       CGS
 SN0530
 SN0530                          STATION DESCRIPTION
 SN0530
 SN0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0530'1.7 MI SE FROM GARRISON.
 SN0530'1.7 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0530'GARRISON, AT A ROAD CROSSING, 39 FEET NORTH OF THE CENTERLINE OF THE
 SN0530'CROSSING, 59 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET EAST OF THE
 SN0530'CENTERLINE OF THE ROAD, 3.4 FEET SOUTHEAST OF A TELEPHONE POLE, 1.7
 SN0530'FEET NORTHWEST OF A WITNESS POST, ABOUT 2.5 FEET LOWER THAN THE TRACK,
 SN0530'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1119 ***********************************************************************
 SN1119  DESIGNATION -  P 216
 SN1119  PID         -  SN1119
 SN1119  STATE/COUNTY-  ND/MCLEAN
 SN1119  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1119
 SN1119                         *CURRENT SURVEY CONTROL
 SN1119  ___________________________________________________________________
 SN1119* NAD 83(1986)-  47 38 46.     (N)    101 50 35.     (W)     SCALED    
 SN1119* NAVD 88     -       617.106  (meters)    2024.62   (feet)  ADJUSTED  
 SN1119  ___________________________________________________________________
 SN1119  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 SN1119  DYNAMIC HT  -         617.168 (meters)    2024.83  (feet)  COMP
 SN1119  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 SN1119
 SN1119  VERT ORDER  -  SECOND    CLASS 0
 SN1119
 SN1119.The horizontal coordinates were scaled from a topographic map and have
 SN1119.an estimated accuracy of +/- 6 seconds.
 SN1119
 SN1119.The orthometric height was determined by differential leveling
 SN1119.and adjusted by the National Geodetic Survey in June 1991..
 SN1119
 SN1119.The geoid height was determined by GEOID03.
 SN1119
 SN1119.The dynamic height is computed by dividing the NAVD 88
 SN1119.geopotential number by the normal gravity value computed on the
 SN1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1119.degrees latitude (g = 980.6199 gals.).
 SN1119
 SN1119.The modeled gravity was interpolated from observed gravity values.
 SN1119
 SN1119;                    North         East    Units  Estimated Accuracy
 SN1119;SPC ND N     -    72,720.      499,100.      MT  (+/- 180 meters Scaled)
 SN1119
 SN1119                          SUPERSEDED SURVEY CONTROL
 SN1119
 SN1119  NGVD 29 (??/??/92)  616.688  (m)         2023.25   (f) ADJ UNCH    2 0
 SN1119
 SN1119.Superseded values are not recommended for survey control.
 SN1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1119.See file dsdata.txt to determine how the superseded data were derived.
 SN1119
 SN1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT864808(NAD 83)
 SN1119_MARKER: DB = BENCH MARK DISK
 SN1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1119_STAMPING: P 216 1962
 SN1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1119+STABILITY: SURFACE MOTION
 SN1119
 SN1119  HISTORY     - Date     Condition        Report By
 SN1119  HISTORY     - 1962     MONUMENTED       CGS
 SN1119
 SN1119                          STATION DESCRIPTION
 SN1119
 SN1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1119'9 MI W FROM EMMET.
 SN1119'1 MILE WEST ALONG STATE HIGHWAY 37 FROM THE
 SN1119'POST OFFICE AT EMMET, THENCE 8 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 SN1119'AT A ROAD INTERSECTION, ACROSS THE ROAD FROM A COUNTRY STORE, 107 FEET
 SN1119'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 73 FEET SOUTH OF THE
 SN1119'CENTERLINE OF THE GRAVELED ROAD, 77 FEET EAST OF THE CENTERLINE OF A
 SN1119'ROAD, 2.8 FEET NORTH OF A POWER POLE, 1.1 FOOT WEST OF A WITNESS POST,
 SN1119'ABOUT 3 FEET LOWER THAN THE GRAVELED ROAD, A DISK IN THE TOP OF A
 SN1119'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1043 ***********************************************************************
 TF1043  DESIGNATION -  P 217
 TF1043  PID         -  TF1043
 TF1043  STATE/COUNTY-  ND/WARD
 TF1043  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1043
 TF1043                         *CURRENT SURVEY CONTROL
 TF1043  ___________________________________________________________________
 TF1043* NAD 83(1986)-  48 04 52.     (N)    101 17 44.     (W)     SCALED    
 TF1043* NAVD 88     -       577.893  (meters)    1895.97   (feet)  ADJUSTED  
 TF1043  ___________________________________________________________________
 TF1043  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1043  DYNAMIC HT  -         577.974 (meters)    1896.24  (feet)  COMP
 TF1043  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TF1043
 TF1043  VERT ORDER  -  FIRST     CLASS II
 TF1043
 TF1043.The horizontal coordinates were scaled from a topographic map and have
 TF1043.an estimated accuracy of +/- 6 seconds.
 TF1043
 TF1043.The orthometric height was determined by differential leveling
 TF1043.and adjusted by the National Geodetic Survey in June 1991..
 TF1043
 TF1043.The geoid height was determined by GEOID03.
 TF1043
 TF1043.The dynamic height is computed by dividing the NAVD 88
 TF1043.geopotential number by the normal gravity value computed on the
 TF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1043.degrees latitude (g = 980.6199 gals.).
 TF1043
 TF1043.The modeled gravity was interpolated from observed gravity values.
 TF1043
 TF1043;                    North         East    Units  Estimated Accuracy
 TF1043;SPC ND N     -   120,510.      540,730.      MT  (+/- 180 meters Scaled)
 TF1043
 TF1043                          SUPERSEDED SURVEY CONTROL
 TF1043
 TF1043  NGVD 29 (??/??/92)  577.514  (m)         1894.73   (f) ADJ UNCH    1 2
 TF1043
 TF1043.Superseded values are not recommended for survey control.
 TF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1043.See file dsdata.txt to determine how the superseded data were derived.
 TF1043
 TF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290278(NAD 83)
 TF1043_MARKER: DB = BENCH MARK DISK
 TF1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1043_STAMPING: P 217 1962
 TF1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1043+STABILITY: SURFACE MOTION
 TF1043
 TF1043  HISTORY     - Date     Condition        Report By
 TF1043  HISTORY     - 1962     MONUMENTED       CGS
 TF1043
 TF1043                          STATION DESCRIPTION
 TF1043
 TF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1043'10.4 MI S FROM MINOT.
 TF1043'10.4 MILE SOUTH ALONG U.S. HIGHWAY 83 FROM THE POST OFFICE AT MINOT,
 TF1043'AT THE NORTH EDGE OF A SMALL VILLAGE, AT A ROAD INTERSECTION, 85 FEET
 TF1043'NORTHEAST OF THE CENTERLINE OF THE INTERSECTION, 54 FEET EAST OF THE
 TF1043'CENTERLINE OF THE HIGHWAY, 69 FEET NORTH OF THE CENTERLINE OF THE
 TF1043'ROAD, 4 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE POLES, 1.3
 TF1043'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 TF1043'HIGHWAY, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1044 ***********************************************************************
 TF1044  DESIGNATION -  P 217 RESET
 TF1044  PID         -  TF1044
 TF1044  STATE/COUNTY-  ND/WARD
 TF1044  USGS QUAD   -  SOUTH PRAIRIE (1980)
 TF1044
 TF1044                         *CURRENT SURVEY CONTROL
 TF1044  ___________________________________________________________________
 TF1044* NAD 83(1986)-  48 04 52.     (N)    101 17 44.     (W)     SCALED    
 TF1044* NAVD 88     -       577.197  (meters)    1893.69   (feet)  ADJUSTED  
 TF1044  ___________________________________________________________________
 TF1044  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 TF1044  DYNAMIC HT  -         577.278 (meters)    1893.95  (feet)  COMP
 TF1044  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 TF1044
 TF1044  VERT ORDER  -  FIRST     CLASS II
 TF1044
 TF1044.The horizontal coordinates were scaled from a topographic map and have
 TF1044.an estimated accuracy of +/- 6 seconds.
 TF1044
 TF1044.The orthometric height was determined by differential leveling
 TF1044.and adjusted by the National Geodetic Survey in June 1991..
 TF1044
 TF1044.The geoid height was determined by GEOID03.
 TF1044
 TF1044.The dynamic height is computed by dividing the NAVD 88
 TF1044.geopotential number by the normal gravity value computed on the
 TF1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1044.degrees latitude (g = 980.6199 gals.).
 TF1044
 TF1044.The modeled gravity was interpolated from observed gravity values.
 TF1044
 TF1044;                    North         East    Units  Estimated Accuracy
 TF1044;SPC ND N     -   120,510.      540,730.      MT  (+/- 180 meters Scaled)
 TF1044
 TF1044                          SUPERSEDED SURVEY CONTROL
 TF1044
 TF1044.No superseded survey control is available for this station.
 TF1044
 TF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU290278(NAD 83)
 TF1044_MARKER: DB = BENCH MARK DISK
 TF1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1044_STAMPING: P 217 RESET 1964
 TF1044_MARK LOGO: CGS   
 TF1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1044+STABILITY: SURFACE MOTION
 TF1044
 TF1044  HISTORY     - Date     Condition        Report By
 TF1044  HISTORY     - 1964     MONUMENTED       CGS
 TF1044  HISTORY     - 1982     GOOD             NGS
 TF1044
 TF1044                          STATION DESCRIPTION
 TF1044
 TF1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF1044'10.4 MI S FROM MINOT.
 TF1044'ABOUT 10.4 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE POST OFFICE AT
 TF1044'MINOT, WARD COUNTY, IN THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 157
 TF1044'FEET EAST OF THE CENTERLINE OF THE EAST LANE OF THE DUAL HIGHWAY,
 TF1044'ABOUT 36 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST AND 2
 TF1044'FEET SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 TF1044'POST PROJECTING 3 INCHES.
 TF1044
 TF1044                          STATION RECOVERY (1982)
 TF1044
 TF1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0227 ***********************************************************************
 SN0227  DESIGNATION -  P 218
 SN0227  PID         -  SN0227
 SN0227  STATE/COUNTY-  ND/MCLEAN
 SN0227  USGS QUAD   -  RUSO (1981)
 SN0227
 SN0227                         *CURRENT SURVEY CONTROL
 SN0227  ___________________________________________________________________
 SN0227* NAD 83(1986)-  47 50 27.     (N)    100 57 12.     (W)     SCALED    
 SN0227* NAVD 88     -       630.540  (meters)    2068.70   (feet)  ADJUSTED  
 SN0227  ___________________________________________________________________
 SN0227  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 SN0227  DYNAMIC HT  -         630.603 (meters)    2068.90  (feet)  COMP
 SN0227  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 SN0227
 SN0227  VERT ORDER  -  SECOND    CLASS 0
 SN0227
 SN0227.The horizontal coordinates were scaled from a topographic map and have
 SN0227.an estimated accuracy of +/- 6 seconds.
 SN0227
 SN0227.The orthometric height was determined by differential leveling
 SN0227.and adjusted by the National Geodetic Survey in June 1991..
 SN0227
 SN0227.The geoid height was determined by GEOID03.
 SN0227
 SN0227.The dynamic height is computed by dividing the NAVD 88
 SN0227.geopotential number by the normal gravity value computed on the
 SN0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0227.degrees latitude (g = 980.6199 gals.).
 SN0227
 SN0227.The modeled gravity was interpolated from observed gravity values.
 SN0227
 SN0227;                    North         East    Units  Estimated Accuracy
 SN0227;SPC ND N     -    93,580.      566,070.      MT  (+/- 180 meters Scaled)
 SN0227
 SN0227                          SUPERSEDED SURVEY CONTROL
 SN0227
 SN0227  NGVD 29 (??/??/92)  630.142  (m)         2067.39   (f) ADJ UNCH    2 0
 SN0227
 SN0227.Superseded values are not recommended for survey control.
 SN0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0227.See file dsdata.txt to determine how the superseded data were derived.
 SN0227
 SN0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU538004(NAD 83)
 SN0227_MARKER: DB = BENCH MARK DISK
 SN0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0227_STAMPING: P 218 1962
 SN0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0227+STABILITY: SURFACE MOTION
 SN0227
 SN0227  HISTORY     - Date     Condition        Report By
 SN0227  HISTORY     - 1962     MONUMENTED       CGS
 SN0227
 SN0227                          STATION DESCRIPTION
 SN0227
 SN0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0227'0.9 MI W FROM RUSO.
 SN0227'ABOUT 0.9 MILE WEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0227'RAILROAD FROM THE STATION AT RUSO, ABOUT 0.3 MILE SOUTHEAST OF
 SN0227'MILEPOLE 450, AT THE NORTHWEST MOST OF TWO DIRT ROAD CROSSINGS, 124
 SN0227'FEET WEST OF THE CENTERLINE OF THE CROSSING, 41.8 FEET SOUTHWEST OF
 SN0227'THE SOUTHWEST RAIL, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 9
 SN0227'FEET NORTHWEST OF A FENCE CORNER, 3 FEET NORTHEAST OF A FENCE LINE,
 SN0227'1.5 FEET SOUTHEAST OF A WITNESS POST, 8 FEET BELOW THE LEVEL OF THE
 SN0227'TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 SN0227'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0227'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0760 ***********************************************************************
 SN0760  DESIGNATION -  P 219
 SN0760  PID         -  SN0760
 SN0760  STATE/COUNTY-  ND/WARD
 SN0760  USGS QUAD   -  ROBINSON COULEE (1981)
 SN0760
 SN0760                         *CURRENT SURVEY CONTROL
 SN0760  ___________________________________________________________________
 SN0760* NAD 83(1986)-  47 52 30.     (N)    101 04 46.     (W)     SCALED    
 SN0760* NAVD 88     -       648.109  (meters)    2126.34   (feet)  ADJUSTED  
 SN0760  ___________________________________________________________________
 SN0760  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 SN0760  DYNAMIC HT  -         648.174 (meters)    2126.55  (feet)  COMP
 SN0760  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 SN0760
 SN0760  VERT ORDER  -  SECOND    CLASS 0
 SN0760
 SN0760.The horizontal coordinates were scaled from a topographic map and have
 SN0760.an estimated accuracy of +/- 6 seconds.
 SN0760
 SN0760.The orthometric height was determined by differential leveling
 SN0760.and adjusted by the National Geodetic Survey in June 1991..
 SN0760
 SN0760.The geoid height was determined by GEOID03.
 SN0760
 SN0760.The dynamic height is computed by dividing the NAVD 88
 SN0760.geopotential number by the normal gravity value computed on the
 SN0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0760.degrees latitude (g = 980.6199 gals.).
 SN0760
 SN0760.The modeled gravity was interpolated from observed gravity values.
 SN0760
 SN0760;                    North         East    Units  Estimated Accuracy
 SN0760;SPC ND N     -    97,450.      556,660.      MT  (+/- 180 meters Scaled)
 SN0760
 SN0760                          SUPERSEDED SURVEY CONTROL
 SN0760
 SN0760  NGVD 29 (??/??/92)  647.714  (m)         2125.04   (f) ADJ UNCH    2 0
 SN0760
 SN0760.Superseded values are not recommended for survey control.
 SN0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0760.See file dsdata.txt to determine how the superseded data were derived.
 SN0760
 SN0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU445045(NAD 83)
 SN0760_MARKER: DB = BENCH MARK DISK
 SN0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0760_STAMPING: P 219 1962
 SN0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0760+STABILITY: SURFACE MOTION
 SN0760
 SN0760  HISTORY     - Date     Condition        Report By
 SN0760  HISTORY     - 1962     MONUMENTED       CGS
 SN0760  HISTORY     - 1975     GOOD             NGS
 SN0760
 SN0760                          STATION DESCRIPTION
 SN0760
 SN0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0760'3.1 MI N FROM BENEDICT.
 SN0760'3.1 MILES NORTH ALONG COUNTY ROAD 23 FROM THE CHURCH OF GOD AT
 SN0760'BENEDICT, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A GRADED ROAD EAST,
 SN0760'AT THE NORTH END OF A CUT, ALSO AT THE SOUTH END OF A FILL THAT FORMS
 SN0760'A SMALL LAKE ON THE WEST SIDE OF THE ROAD, 60.5 FEET WEST OF THE
 SN0760'CENTERLINE OF THE ROAD, 10 FEET NORTH OF THE THIRD POWER POLE SOUTH OF
 SN0760'THE ROAD JUNCTION AND IN LINE WITH THE POLES, 1.6 FEET SOUTH OF A
 SN0760'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 SN0760'CONCRETE POST PROJECTING 0.3 FOOT.
 SN0760
 SN0760                          STATION RECOVERY (1975)
 SN0760
 SN0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SN0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0340 ***********************************************************************
 SN0340  DESIGNATION -  P 220
 SN0340  PID         -  SN0340
 SN0340  STATE/COUNTY-  ND/MCHENRY
 SN0340  USGS QUAD   -  BLACKTAIL COULEE (1981)
 SN0340
 SN0340                         *CURRENT SURVEY CONTROL
 SN0340  ___________________________________________________________________
 SN0340* NAD 83(1986)-  47 52 39.     (N)    100 55 44.     (W)     SCALED    
 SN0340* NAVD 88     -       646.834  (meters)    2122.15   (feet)  ADJUSTED  
 SN0340  ___________________________________________________________________
 SN0340  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 SN0340  DYNAMIC HT  -         646.902 (meters)    2122.38  (feet)  COMP
 SN0340  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 SN0340
 SN0340  VERT ORDER  -  SECOND    CLASS 0
 SN0340
 SN0340.The horizontal coordinates were scaled from a topographic map and have
 SN0340.an estimated accuracy of +/- 6 seconds.
 SN0340
 SN0340.The orthometric height was determined by differential leveling
 SN0340.and adjusted by the National Geodetic Survey in June 1991..
 SN0340
 SN0340.The geoid height was determined by GEOID03.
 SN0340
 SN0340.The dynamic height is computed by dividing the NAVD 88
 SN0340.geopotential number by the normal gravity value computed on the
 SN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0340.degrees latitude (g = 980.6199 gals.).
 SN0340
 SN0340.The modeled gravity was interpolated from observed gravity values.
 SN0340
 SN0340;                    North         East    Units  Estimated Accuracy
 SN0340;SPC ND N     -    97,650.      567,920.      MT  (+/- 180 meters Scaled)
 SN0340
 SN0340                          SUPERSEDED SURVEY CONTROL
 SN0340
 SN0340  NGVD 29 (??/??/92)  646.434  (m)         2120.84   (f) ADJ UNCH    2 0
 SN0340
 SN0340.Superseded values are not recommended for survey control.
 SN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0340.See file dsdata.txt to determine how the superseded data were derived.
 SN0340
 SN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU557044(NAD 83)
 SN0340_MARKER: DB = BENCH MARK DISK
 SN0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0340_STAMPING: P 220 1962
 SN0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0340+STABILITY: SURFACE MOTION
 SN0340
 SN0340  HISTORY     - Date     Condition        Report By
 SN0340  HISTORY     - 1962     MONUMENTED       CGS
 SN0340
 SN0340                          STATION DESCRIPTION
 SN0340
 SN0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0340'2.8 MI N FROM RUSO.
 SN0340'2.8 MILES NORTH ALONG STATE HIGHWAY NO. 41 FROM THE CROSSING OF THE
 SN0340'MINNEAPOLIS ST. PAUL AND SAUL STE. MARIE RAILROAD AT RUSO, AT THE
 SN0340'JUNCTION OF A DIRT ROAD EAST, 107.5 FEET NORTHEAST OF THE CENTERLINE
 SN0340'OF THE JUNCTION, 102 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 36
 SN0340'FEET NORTH OF THE CENTERLINE OF THE ROAD, 52 FEET SOUTH OF A 3 FOOT
 SN0340'HIGH HIGHWAY RIGHT-OF-WAY MARKER POST, 3 FEET NORTH OF A POWER POLE
 SN0340'AND IN LINE WITH THE POLES, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 4
 SN0340'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 SN0340'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0942 ***********************************************************************
 TF0942  DESIGNATION -  P 221
 TF0942  PID         -  TF0942
 TF0942  STATE/COUNTY-  ND/WARD
 TF0942  USGS QUAD   -  MINOT (1979)
 TF0942
 TF0942                         *CURRENT SURVEY CONTROL
 TF0942  ___________________________________________________________________
 TF0942* NAD 83(1986)-  48 14 06.     (N)    101 18 12.     (W)     SCALED    
 TF0942* NAVD 88     -       475.412  (meters)    1559.75   (feet)  ADJUSTED  
 TF0942  ___________________________________________________________________
 TF0942  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 TF0942  DYNAMIC HT  -         475.490 (meters)    1560.00  (feet)  COMP
 TF0942  MODELED GRAV-     980,759.8   (mgal)                       NAVD 88
 TF0942
 TF0942  VERT ORDER  -  FIRST     CLASS II
 TF0942
 TF0942.The horizontal coordinates were scaled from a topographic map and have
 TF0942.an estimated accuracy of +/- 6 seconds.
 TF0942
 TF0942.The orthometric height was determined by differential leveling
 TF0942.and adjusted by the National Geodetic Survey in June 1991..
 TF0942.WARNING-Repeat measurements at this control monument indicate possible
 TF0942.vertical movement.
 TF0942
 TF0942.The geoid height was determined by GEOID03.
 TF0942
 TF0942.The dynamic height is computed by dividing the NAVD 88
 TF0942.geopotential number by the normal gravity value computed on the
 TF0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0942.degrees latitude (g = 980.6199 gals.).
 TF0942
 TF0942.The modeled gravity was interpolated from observed gravity values.
 TF0942
 TF0942;                    North         East    Units  Estimated Accuracy
 TF0942;SPC ND N     -   137,620.      540,330.      MT  (+/- 180 meters Scaled)
 TF0942
 TF0942                          SUPERSEDED SURVEY CONTROL
 TF0942
 TF0942  NGVD 29 (??/??/92)  475.107  (m)         1558.75   (f) ADJ UNCH    1 2
 TF0942
 TF0942.Superseded values are not recommended for survey control.
 TF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0942.See file dsdata.txt to determine how the superseded data were derived.
 TF0942
 TF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU289449(NAD 83)
 TF0942_MARKER: DB = BENCH MARK DISK
 TF0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0942_SP_SET: OVERPASS
 TF0942_STAMPING: P 221 1962
 TF0942_MARK LOGO: CGS   
 TF0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0942
 TF0942  HISTORY     - Date     Condition        Report By
 TF0942  HISTORY     - 1962     MONUMENTED       CGS
 TF0942  HISTORY     - 1981     GOOD             NGS
 TF0942
 TF0942                          STATION DESCRIPTION
 TF0942
 TF0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0942'IN MINOT.
 TF0942'0.2 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF0942'MINOT, ABOUT 6 RAILS WEST OF THE CROSSING OF THE MINNEAPOLIS, ST. PAUL
 TF0942'AND SAULT STE. MARIE RAILROAD, SET IN THE TOP OF THE WEST END OF THE
 TF0942'WING WALL AT THE NORTHWEST CORNER OF THE RAILROAD OVERPASS OVER SIXTH
 TF0942'STREET NORTHWEST, 8 FEET NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY
 TF0942'OF THREE TRACKS, 1.6 FEET EAST OF THE WEST END OF THE WING WALL, AND
 TF0942'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE
 TF0942'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW THE SOO
 TF0942'LINE RAILROAD.
 TF0942
 TF0942                          STATION RECOVERY (1981)
 TF0942
 TF0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1147 ***********************************************************************
 TF1147  DESIGNATION -  P 222
 TF1147  PID         -  TF1147
 TF1147  STATE/COUNTY-  ND/WARD
 TF1147  USGS QUAD   -  BERTHOLD (1980)
 TF1147
 TF1147                         *CURRENT SURVEY CONTROL
 TF1147  ___________________________________________________________________
 TF1147* NAD 83(1986)-  48 19 03.     (N)    101 44 59.     (W)     SCALED    
 TF1147* NAVD 88     -       639.577  (meters)    2098.35   (feet)  ADJUSTED  
 TF1147  ___________________________________________________________________
 TF1147  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 TF1147  DYNAMIC HT  -         639.683 (meters)    2098.69  (feet)  COMP
 TF1147  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 TF1147
 TF1147  VERT ORDER  -  FIRST     CLASS II
 TF1147
 TF1147.The horizontal coordinates were scaled from a topographic map and have
 TF1147.an estimated accuracy of +/- 6 seconds.
 TF1147
 TF1147.The orthometric height was determined by differential leveling
 TF1147.and adjusted by the National Geodetic Survey in June 1991..
 TF1147
 TF1147.The geoid height was determined by GEOID03.
 TF1147
 TF1147.The dynamic height is computed by dividing the NAVD 88
 TF1147.geopotential number by the normal gravity value computed on the
 TF1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1147.degrees latitude (g = 980.6199 gals.).
 TF1147
 TF1147.The modeled gravity was interpolated from observed gravity values.
 TF1147
 TF1147;                    North         East    Units  Estimated Accuracy
 TF1147;SPC ND N     -   147,230.      507,320.      MT  (+/- 180 meters Scaled)
 TF1147
 TF1147                          SUPERSEDED SURVEY CONTROL
 TF1147
 TF1147  NGVD 29 (??/??/92)  639.153  (m)         2096.95   (f) ADJ UNCH    1 2
 TF1147
 TF1147.Superseded values are not recommended for survey control.
 TF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1147.See file dsdata.txt to determine how the superseded data were derived.
 TF1147
 TF1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU961552(NAD 83)
 TF1147_MARKER: DB = BENCH MARK DISK
 TF1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1147_STAMPING: P 222 1962
 TF1147_MARK LOGO: CGS   
 TF1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1147+STABILITY: SURFACE MOTION
 TF1147
 TF1147  HISTORY     - Date     Condition        Report By
 TF1147  HISTORY     - 1962     MONUMENTED       CGS
 TF1147  HISTORY     - 1981     GOOD             NGS
 TF1147
 TF1147                          STATION DESCRIPTION
 TF1147
 TF1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF1147'0.5 MI W FROM BERTHOLD.
 TF1147'0.5 MILE WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE STATION AT
 TF1147'BERTHOLD, ABOUT 0.3 MILE OR 13 POLES WEST OF MILEPOST 23, AT A
 TF1147'GRAVELED ROAD CROSSING, 98.4 FEET NORTH OF THE NORTH RAIL AT THE
 TF1147'CENTERLINE OF THE ROAD, 29.5 FEET EAST OF THE CENTERLINE OF THE ROAD,
 TF1147'2 FEET WEST OF THE SOUTHWEST FENCE CORNER OF THE WILD ROSE CEMETERY,
 TF1147'IN LINE WITH AN EAST-WEST FENCE, 1.7 FEET SOUTH OF A METAL WITNESS
 TF1147'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 TF1147'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 TF1147
 TF1147                          STATION RECOVERY (1981)
 TF1147
 TF1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0334 ***********************************************************************
 TF0334  DESIGNATION -  P 223
 TF0334  PID         -  TF0334
 TF0334  STATE/COUNTY-  ND/MCHENRY
 TF0334  USGS QUAD   -  KARLSRUHE (1957)
 TF0334
 TF0334                         *CURRENT SURVEY CONTROL
 TF0334  ___________________________________________________________________
 TF0334* NAD 83(1986)-  48 04 30.     (N)    100 35 00.     (W)     SCALED    
 TF0334* NAVD 88     -       475.087  (meters)    1558.68   (feet)  ADJUSTED  
 TF0334  ___________________________________________________________________
 TF0334  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0334  DYNAMIC HT  -         475.161 (meters)    1558.92  (feet)  COMP
 TF0334  MODELED GRAV-     980,751.8   (mgal)                       NAVD 88
 TF0334
 TF0334  VERT ORDER  -  SECOND    CLASS 0
 TF0334
 TF0334.The horizontal coordinates were scaled from a topographic map and have
 TF0334.an estimated accuracy of +/- 6 seconds.
 TF0334
 TF0334.The orthometric height was determined by differential leveling
 TF0334.and adjusted by the National Geodetic Survey in June 1991..
 TF0334
 TF0334.The geoid height was determined by GEOID03.
 TF0334
 TF0334.The dynamic height is computed by dividing the NAVD 88
 TF0334.geopotential number by the normal gravity value computed on the
 TF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0334.degrees latitude (g = 980.6199 gals.).
 TF0334
 TF0334.The modeled gravity was interpolated from observed gravity values.
 TF0334
 TF0334;                    North         East    Units  Estimated Accuracy
 TF0334;SPC ND N     -   119,520.      593,790.      MT  (+/- 180 meters Scaled)
 TF0334
 TF0334                          SUPERSEDED SURVEY CONTROL
 TF0334
 TF0334  NGVD 29 (??/??/92)  474.709  (m)         1557.44   (f) ADJ UNCH    2 0
 TF0334
 TF0334.Superseded values are not recommended for survey control.
 TF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0334.See file dsdata.txt to determine how the superseded data were derived.
 TF0334
 TF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU820258(NAD 83)
 TF0334_MARKER: DB = BENCH MARK DISK
 TF0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0334_STAMPING: P 223 1962
 TF0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0334+STABILITY: SURFACE MOTION
 TF0334
 TF0334  HISTORY     - Date     Condition        Report By
 TF0334  HISTORY     - 1962     MONUMENTED       CGS
 TF0334
 TF0334                          STATION DESCRIPTION
 TF0334
 TF0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0334'2 MI SE FROM KARLSRUHE.
 TF0334'ABOUT 2 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0334'STATION AT KARLSRUHE, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 198, AT A
 TF0334'GRAVELED ROAD CROSSING, 69.5 FEET NORTH OF THE CENTERLINE OF THE
 TF0334'CROSSING, 37.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET WEST OF
 TF0334'THE CENTERLINE OF THE ROAD, 15.5 FEET WEST OF A CROSSING SIGN, 3 FEET
 TF0334'SOUTHEAST OF A TELEGRAPH POLE, 1.6 FEET NORTHWEST OF A WITNESS POST,
 TF0334'ABOUT 8 FEET BELOW THE TRACK, A DISK IN THE TOP OF A CONCRETE POST
 TF0334'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0447 ***********************************************************************
 SN0447  DESIGNATION -  P 224
 SN0447  PID         -  SN0447
 SN0447  STATE/COUNTY-  ND/MCHENRY
 SN0447  USGS QUAD   -  BALFOUR NW (1958)
 SN0447
 SN0447                         *CURRENT SURVEY CONTROL
 SN0447  ___________________________________________________________________
 SN0447* NAD 83(1986)-  47 59 11.     (N)    100 39 01.     (W)     SCALED    
 SN0447* NAVD 88     -       479.161  (meters)    1572.05   (feet)  ADJUSTED  
 SN0447  ___________________________________________________________________
 SN0447  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 SN0447  DYNAMIC HT  -         479.228 (meters)    1572.27  (feet)  COMP
 SN0447  MODELED GRAV-     980,737.2   (mgal)                       NAVD 88
 SN0447
 SN0447  VERT ORDER  -  SECOND    CLASS 0
 SN0447
 SN0447.The horizontal coordinates were scaled from a topographic map and have
 SN0447.an estimated accuracy of +/- 6 seconds.
 SN0447
 SN0447.The orthometric height was determined by differential leveling
 SN0447.and adjusted by the National Geodetic Survey in June 1991..
 SN0447
 SN0447.The geoid height was determined by GEOID03.
 SN0447
 SN0447.The dynamic height is computed by dividing the NAVD 88
 SN0447.geopotential number by the normal gravity value computed on the
 SN0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0447.degrees latitude (g = 980.6199 gals.).
 SN0447
 SN0447.The modeled gravity was interpolated from observed gravity values.
 SN0447
 SN0447;                    North         East    Units  Estimated Accuracy
 SN0447;SPC ND N     -   109,680.      588,780.      MT  (+/- 180 meters Scaled)
 SN0447
 SN0447                          SUPERSEDED SURVEY CONTROL
 SN0447
 SN0447  NGVD 29 (??/??/92)  478.779  (m)         1570.79   (f) ADJ UNCH    2 0
 SN0447
 SN0447.Superseded values are not recommended for survey control.
 SN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0447.See file dsdata.txt to determine how the superseded data were derived.
 SN0447
 SN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU768161(NAD 83)
 SN0447_MARKER: DB = BENCH MARK DISK
 SN0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0447_STAMPING: P 224 1962
 SN0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0447+STABILITY: SURFACE MOTION
 SN0447
 SN0447  HISTORY     - Date     Condition        Report By
 SN0447  HISTORY     - 1962     MONUMENTED       CGS
 SN0447
 SN0447                          STATION DESCRIPTION
 SN0447
 SN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0447'3.6 MI SE FROM BERGEN.
 SN0447'ABOUT 3.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD
 SN0447'STATION AT BERGEN, BETWEEN THE HIGHWAY AND THE RAILROAD TRACK, AT THE
 SN0447'JUNCTION OF A GRAVELED ROAD NORTH, 169 FEET NORTHWEST OF THE
 SN0447'CENTERLINE OF THE JUNCTION, 122 FEET SOUTHWEST OF THE CENTERLINE OF
 SN0447'THE CROSSING, 101.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 96.9
 SN0447'FEET SOUTH OF THE SOUTH RAIL, 99 FEET WEST OF THE CENTERLINE OF THE
 SN0447'ROAD, 3 FEET EAST OF A TELEPHONE POLE, 1.6 FEET WEST OF A WITNESS
 SN0447'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A DISK IN THE TOP OF
 SN0447'A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0358 ***********************************************************************
 SN0358  DESIGNATION -  P 225
 SN0358  PID         -  SN0358
 SN0358  STATE/COUNTY-  ND/MCHENRY
 SN0358  USGS QUAD   -  KONGSBERG NE (1958)
 SN0358
 SN0358                         *CURRENT SURVEY CONTROL
 SN0358  ___________________________________________________________________
 SN0358* NAD 83(1986)-  47 55 15.     (N)    100 48 02.     (W)     SCALED    
 SN0358* NAVD 88     -       507.546  (meters)    1665.17   (feet)  ADJUSTED  
 SN0358  ___________________________________________________________________
 SN0358  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 SN0358  DYNAMIC HT  -         507.608 (meters)    1665.38  (feet)  COMP
 SN0358  MODELED GRAV-     980,719.0   (mgal)                       NAVD 88
 SN0358
 SN0358  VERT ORDER  -  SECOND    CLASS 0
 SN0358
 SN0358.The horizontal coordinates were scaled from a topographic map and have
 SN0358.an estimated accuracy of +/- 6 seconds.
 SN0358
 SN0358.The orthometric height was determined by differential leveling
 SN0358.and adjusted by the National Geodetic Survey in June 1991..
 SN0358
 SN0358.The geoid height was determined by GEOID03.
 SN0358
 SN0358.The dynamic height is computed by dividing the NAVD 88
 SN0358.geopotential number by the normal gravity value computed on the
 SN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0358.degrees latitude (g = 980.6199 gals.).
 SN0358
 SN0358.The modeled gravity was interpolated from observed gravity values.
 SN0358
 SN0358;                    North         East    Units  Estimated Accuracy
 SN0358;SPC ND N     -   102,420.      577,540.      MT  (+/- 180 meters Scaled)
 SN0358
 SN0358                          SUPERSEDED SURVEY CONTROL
 SN0358
 SN0358  NGVD 29 (??/??/92)  507.157  (m)         1663.90   (f) ADJ UNCH    2 0
 SN0358
 SN0358.Superseded values are not recommended for survey control.
 SN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0358.See file dsdata.txt to determine how the superseded data were derived.
 SN0358
 SN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU654090(NAD 83)
 SN0358_MARKER: DB = BENCH MARK DISK
 SN0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0358_STAMPING: P 225 1962
 SN0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0358+STABILITY: SURFACE MOTION
 SN0358
 SN0358  HISTORY     - Date     Condition        Report By
 SN0358  HISTORY     - 1962     MONUMENTED       CGS
 SN0358
 SN0358                          STATION DESCRIPTION
 SN0358
 SN0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0358'9.9 MI SW FROM BERGEN.
 SN0358'ABOUT 1.8 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE RAILROAD STATION AT
 SN0358'BERGEN, THENCE 6.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 2 MILE
 SN0358'WEST ALONG A GRAVELED ROAD, AT A GRAVELED ROAD CROSSING, 79 FEET
 SN0358'NORTHEAST OF THE CENTERLINE OF THE INTERSECTION, 43.5 FEET NORTH OF
 SN0358'THE CENTERLINE OF THE ROAD EAST, 62 FEET EAST OF THE CENTERLINE OF THE
 SN0358'ROAD NORTH, 3.5 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A
 SN0358'WITNESS POST, ABOUT 3 FEET BELOW THE ROAD, A DISK IN THE TOP OF A
 SN0358'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0420 ***********************************************************************
 TF0420  DESIGNATION -  P 226
 TF0420  PID         -  TF0420
 TF0420  STATE/COUNTY-  ND/MCHENRY
 TF0420  USGS QUAD   -  VOLTAIRE (1977)
 TF0420
 TF0420                         *CURRENT SURVEY CONTROL
 TF0420  ___________________________________________________________________
 TF0420* NAD 83(1986)-  48 02 13.     (N)    100 50 32.     (W)     SCALED    
 TF0420* NAVD 88     -       491.610  (meters)    1612.89   (feet)  ADJUSTED  
 TF0420  ___________________________________________________________________
 TF0420  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 TF0420  DYNAMIC HT  -         491.679 (meters)    1613.12  (feet)  COMP
 TF0420  MODELED GRAV-     980,736.8   (mgal)                       NAVD 88
 TF0420
 TF0420  VERT ORDER  -  SECOND    CLASS 0
 TF0420
 TF0420.The horizontal coordinates were scaled from a topographic map and have
 TF0420.an estimated accuracy of +/- 6 seconds.
 TF0420
 TF0420.The orthometric height was determined by differential leveling
 TF0420.and adjusted by the National Geodetic Survey in June 1991..
 TF0420
 TF0420.The geoid height was determined by GEOID03.
 TF0420
 TF0420.The dynamic height is computed by dividing the NAVD 88
 TF0420.geopotential number by the normal gravity value computed on the
 TF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0420.degrees latitude (g = 980.6199 gals.).
 TF0420
 TF0420.The modeled gravity was interpolated from observed gravity values.
 TF0420
 TF0420;                    North         East    Units  Estimated Accuracy
 TF0420;SPC ND N     -   115,350.      574,480.      MT  (+/- 180 meters Scaled)
 TF0420
 TF0420                          SUPERSEDED SURVEY CONTROL
 TF0420
 TF0420  NGVD 29 (??/??/92)  491.232  (m)         1611.65   (f) ADJ UNCH    2 0
 TF0420
 TF0420.Superseded values are not recommended for survey control.
 TF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0420.See file dsdata.txt to determine how the superseded data were derived.
 TF0420
 TF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU626220(NAD 83)
 TF0420_MARKER: DB = BENCH MARK DISK
 TF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0420_STAMPING: P 226 1962
 TF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0420+STABILITY: SURFACE MOTION
 TF0420
 TF0420  HISTORY     - Date     Condition        Report By
 TF0420  HISTORY     - 1962     MONUMENTED       CGS
 TF0420
 TF0420                          STATION DESCRIPTION
 TF0420
 TF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0420'1.0 MI N FROM VOLTAIRE.
 TF0420'ABOUT 1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE SCHOOL AT
 TF0420'VOLTAIRE, 67.5 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD
 TF0420'INTERSECTION, 50 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING
 TF0420'SOUTH, 46 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 4.5
 TF0420'FEET NORTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A FENCE, 1.7 FEET
 TF0420'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TF0420'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0097 ***********************************************************************
 SO0097  DESIGNATION -  P 227
 SO0097  PID         -  SO0097
 SO0097  STATE/COUNTY-  ND/MOUNTRAIL
 SO0097  USGS QUAD   -  PARSHALL (1981)
 SO0097
 SO0097                         *CURRENT SURVEY CONTROL
 SO0097  ___________________________________________________________________
 SO0097* NAD 83(1986)-  47 57 12.     (N)    102 07 59.     (W)     SCALED    
 SO0097* NAVD 88     -       589.947  (meters)    1935.52   (feet)  ADJUSTED  
 SO0097  ___________________________________________________________________
 SO0097  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 SO0097  DYNAMIC HT  -         590.036 (meters)    1935.81  (feet)  COMP
 SO0097  MODELED GRAV-     980,742.3   (mgal)                       NAVD 88
 SO0097
 SO0097  VERT ORDER  -  SECOND    CLASS 0
 SO0097
 SO0097.The horizontal coordinates were scaled from a topographic map and have
 SO0097.an estimated accuracy of +/- 6 seconds.
 SO0097
 SO0097.The orthometric height was determined by differential leveling
 SO0097.and adjusted by the National Geodetic Survey in June 1991..
 SO0097
 SO0097.The geoid height was determined by GEOID03.
 SO0097
 SO0097.The dynamic height is computed by dividing the NAVD 88
 SO0097.geopotential number by the normal gravity value computed on the
 SO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0097.degrees latitude (g = 980.6199 gals.).
 SO0097
 SO0097.The modeled gravity was interpolated from observed gravity values.
 SO0097
 SO0097;                    North         East    Units  Estimated Accuracy
 SO0097;SPC ND N     -   107,290.      478,040.      MT  (+/- 180 meters Scaled)
 SO0097
 SO0097                          SUPERSEDED SURVEY CONTROL
 SO0097
 SO0097  NGVD 29 (??/??/92)  589.527  (m)         1934.14   (f) ADJ UNCH    2 0
 SO0097
 SO0097.Superseded values are not recommended for survey control.
 SO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0097.See file dsdata.txt to determine how the superseded data were derived.
 SO0097
 SO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGP140150(NAD 83)
 SO0097_MARKER: DB = BENCH MARK DISK
 SO0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SO0097_SP_SET: BUILDING
 SO0097_STAMPING: P 227 1962
 SO0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SO0097
 SO0097  HISTORY     - Date     Condition        Report By
 SO0097  HISTORY     - 1962     MONUMENTED       CGS
 SO0097
 SO0097                          STATION DESCRIPTION
 SO0097
 SO0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SO0097'IN PARSHALL.
 SO0097'AT PARSHALL, AT THE SOUTH END OF MAIN STREET, SET VERTICALLY IN THE
 SO0097'EAST BRICK WALL OF THE POST OFFICE BUILDING WHICH IS OWNED BY MR. C.E.
 SO0097'SHUBERT, 1.3 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 SO0097'ABOUT 1.7 FEET ABOVE THE LEVEL OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0237 ***********************************************************************
 SN0237  DESIGNATION -  P 228
 SN0237  PID         -  SN0237
 SN0237  STATE/COUNTY-  ND/MCLEAN
 SN0237  USGS QUAD   -  RUSO (1981)
 SN0237
 SN0237                         *CURRENT SURVEY CONTROL
 SN0237  ___________________________________________________________________
 SN0237* NAD 83(1986)-  47 47 25.     (N)    100 53 08.     (W)     SCALED    
 SN0237* NAVD 88     -       609.143  (meters)    1998.50   (feet)  ADJUSTED  
 SN0237  ___________________________________________________________________
 SN0237  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 SN0237  DYNAMIC HT  -         609.201 (meters)    1998.69  (feet)  COMP
 SN0237  MODELED GRAV-     980,687.4   (mgal)                       NAVD 88
 SN0237
 SN0237  VERT ORDER  -  SECOND    CLASS 0
 SN0237
 SN0237.The horizontal coordinates were scaled from a topographic map and have
 SN0237.an estimated accuracy of +/- 6 seconds.
 SN0237
 SN0237.The orthometric height was determined by differential leveling
 SN0237.and adjusted by the National Geodetic Survey in June 1991..
 SN0237
 SN0237.The geoid height was determined by GEOID03.
 SN0237
 SN0237.The dynamic height is computed by dividing the NAVD 88
 SN0237.geopotential number by the normal gravity value computed on the
 SN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0237.degrees latitude (g = 980.6199 gals.).
 SN0237
 SN0237.The modeled gravity was interpolated from observed gravity values.
 SN0237
 SN0237;                    North         East    Units  Estimated Accuracy
 SN0237;SPC ND N     -    87,940.      571,110.      MT  (+/- 180 meters Scaled)
 SN0237
 SN0237                          SUPERSEDED SURVEY CONTROL
 SN0237
 SN0237  NGVD 29 (??/??/92)  608.738  (m)         1997.17   (f) ADJ UNCH    2 0
 SN0237
 SN0237.Superseded values are not recommended for survey control.
 SN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0237.See file dsdata.txt to determine how the superseded data were derived.
 SN0237
 SN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT587947(NAD 83)
 SN0237_MARKER: DB = BENCH MARK DISK
 SN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0237_STAMPING: P 228 1962
 SN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0237+STABILITY: SURFACE MOTION
 SN0237
 SN0237  HISTORY     - Date     Condition        Report By
 SN0237  HISTORY     - 1962     MONUMENTED       CGS
 SN0237
 SN0237                          STATION DESCRIPTION
 SN0237
 SN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0237'5.85 MI SE FROM RUSO.
 SN0237'ABOUT 2.4 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN0237'RUSO, THENCE 3.45 MILES SOUTH ALONG A GRAVELED COUNTY ROAD, 54.0 FEET
 SN0237'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 53.0 FEET
 SN0237'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOLHOUSE, 37.0 FEET
 SN0237'NORTH OF THE CENTERLINE OF THE ROAD, 40.0 FEET EAST OF THE CENTERLINE
 SN0237'OF THE GRAVELED ROAD, 3.0 FEET EAST OF REA POLE NO. 36-15, 1.5 FEET
 SN0237'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 SN0237'OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0176 ***********************************************************************
 SN0176  DESIGNATION -  P 229
 SN0176  PID         -  SN0176
 SN0176  STATE/COUNTY-  ND/MCLEAN
 SN0176  USGS QUAD   -  TURTLE LAKE (1980)
 SN0176
 SN0176                         *CURRENT SURVEY CONTROL
 SN0176  ___________________________________________________________________
 SN0176* NAD 83(1986)-  47 31 53.     (N)    100 54 27.     (W)     SCALED    
 SN0176* NAVD 88     -       570.278  (meters)    1870.99   (feet)  ADJUSTED  
 SN0176  ___________________________________________________________________
 SN0176  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SN0176  DYNAMIC HT  -         570.334 (meters)    1871.17  (feet)  COMP
 SN0176  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SN0176
 SN0176  VERT ORDER  -  SECOND    CLASS 0
 SN0176
 SN0176.The horizontal coordinates were scaled from a topographic map and have
 SN0176.an estimated accuracy of +/- 6 seconds.
 SN0176
 SN0176.The orthometric height was determined by differential leveling
 SN0176.and adjusted by the National Geodetic Survey in June 1991..
 SN0176
 SN0176.The geoid height was determined by GEOID03.
 SN0176
 SN0176.The dynamic height is computed by dividing the NAVD 88
 SN0176.geopotential number by the normal gravity value computed on the
 SN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0176.degrees latitude (g = 980.6199 gals.).
 SN0176
 SN0176.The modeled gravity was interpolated from observed gravity values.
 SN0176
 SN0176;                    North         East    Units  Estimated Accuracy
 SN0176;SPC ND N     -    59,160.      569,320.      MT  (+/- 180 meters Scaled)
 SN0176
 SN0176                          SUPERSEDED SURVEY CONTROL
 SN0176
 SN0176  NGVD 29 (??/??/92)  569.867  (m)         1869.64   (f) ADJ UNCH    2 0
 SN0176
 SN0176.Superseded values are not recommended for survey control.
 SN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0176.See file dsdata.txt to determine how the superseded data were derived.
 SN0176
 SN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT564659(NAD 83)
 SN0176_MARKER: DB = BENCH MARK DISK
 SN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0176_STAMPING: P 229 1962
 SN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0176+STABILITY: SURFACE MOTION
 SN0176
 SN0176  HISTORY     - Date     Condition        Report By
 SN0176  HISTORY     - 1962     MONUMENTED       CGS
 SN0176
 SN0176                          STATION DESCRIPTION
 SN0176
 SN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0176'1.35 MI NW FROM TURTLE LAKE.
 SN0176'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0176'TURTLE LAKE, THENCE 0.45 MILE NORTH ALONG STATE HIGHWAY 41, 105 FEET
 SN0176'EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD INTERSECTION, 100.0 FEET
 SN0176'EAST OF THE CENTERLINE OF THE HIGHWAY, 35.0 FEET NORTH OF THE
 SN0176'CENTERLINE OF THE TRACK ROAD, 4.0 FEET WEST OF A POWER POLE BRACED BY
 SN0176'A GUY WIRE 2.0 FEET WEST OF A FENCE CORNER, 1.8 FEET SOUTH OF A
 SN0176'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 SN0176'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0658 ***********************************************************************
 SN0658  DESIGNATION -  P 230
 SN0658  PID         -  SN0658
 SN0658  STATE/COUNTY-  ND/MCLEAN
 SN0658  USGS QUAD   -  GARRISON NE (1981)
 SN0658
 SN0658                         *CURRENT SURVEY CONTROL
 SN0658  ___________________________________________________________________
 SN0658* NAD 83(1986)-  47 39 42.     (N)    101 17 23.     (W)     SCALED    
 SN0658* NAVD 88     -       594.670  (meters)    1951.01   (feet)  ADJUSTED  
 SN0658  ___________________________________________________________________
 SN0658  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 SN0658  DYNAMIC HT  -         594.723 (meters)    1951.19  (feet)  COMP
 SN0658  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SN0658
 SN0658  VERT ORDER  -  SECOND    CLASS 0
 SN0658
 SN0658.The horizontal coordinates were scaled from a topographic map and have
 SN0658.an estimated accuracy of +/- 6 seconds.
 SN0658
 SN0658.The orthometric height was determined by differential leveling
 SN0658.and adjusted by the National Geodetic Survey in June 1991..
 SN0658
 SN0658.The geoid height was determined by GEOID03.
 SN0658
 SN0658.The dynamic height is computed by dividing the NAVD 88
 SN0658.geopotential number by the normal gravity value computed on the
 SN0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0658.degrees latitude (g = 980.6199 gals.).
 SN0658
 SN0658.The modeled gravity was interpolated from observed gravity values.
 SN0658
 SN0658;                    North         East    Units  Estimated Accuracy
 SN0658;SPC ND N     -    73,870.      540,690.      MT  (+/- 180 meters Scaled)
 SN0658
 SN0658                          SUPERSEDED SURVEY CONTROL
 SN0658
 SN0658  NGVD 29 (??/??/92)  594.254  (m)         1949.65   (f) ADJ UNCH    2 0
 SN0658
 SN0658.Superseded values are not recommended for survey control.
 SN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0658.See file dsdata.txt to determine how the superseded data were derived.
 SN0658
 SN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT280812(NAD 83)
 SN0658_MARKER: DB = BENCH MARK DISK
 SN0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0658_STAMPING: P 230 1962
 SN0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0658+STABILITY: SURFACE MOTION
 SN0658
 SN0658  HISTORY     - Date     Condition        Report By
 SN0658  HISTORY     - 1962     MONUMENTED       CGS
 SN0658  HISTORY     - 1968     GOOD             DOD
 SN0658  HISTORY     - 1977     GOOD             NDHD
 SN0658  HISTORY     - 1982     MARK NOT FOUND   NGS
 SN0658
 SN0658                          STATION DESCRIPTION
 SN0658
 SN0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0658'7.0 MI ENE FROM GARRISON.
 SN0658'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN0658'AT GARRISON, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN0658'MILE NORTH ALONG U.S. HIGHWAY 83, 134.0 FEET NORTHEAST OF THE CENTER
 SN0658'OF A ROAD INTERSECTION, 108.0 FEET EAST OF THE CENTERLINE OF THE
 SN0658'HIGHWAY, 43.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET WEST
 SN0658'OF POWER POLE NO. 33-61, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 2
 SN0658'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SN0658'POST PROJECTING 0.6 FOOT.
 SN0658
 SN0658                          STATION RECOVERY (1968)
 SN0658
 SN0658'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SN0658'RECOVERED IN GOOD CONDITION.
 SN0658
 SN0658                          STATION RECOVERY (1977)
 SN0658
 SN0658'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SN0658'RECOVERED IN GOOD CONDITION.
 SN0658
 SN0658                          STATION RECOVERY (1982)
 SN0658
 SN0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0689 ***********************************************************************
 SN0689  DESIGNATION -  P 231
 SN0689  PID         -  SN0689
 SN0689  STATE/COUNTY-  ND/MCLEAN
 SN0689  USGS QUAD   -  COLEHARBOR NE (1981)
 SN0689
 SN0689                         *CURRENT SURVEY CONTROL
 SN0689  ___________________________________________________________________
 SN0689* NAD 83(1986)-  47 44 49.     (N)    101 05 59.     (W)     SCALED    
 SN0689* NAVD 88     -       593.485  (meters)    1947.13   (feet)  ADJUSTED  
 SN0689  ___________________________________________________________________
 SN0689  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 SN0689  DYNAMIC HT  -         593.545 (meters)    1947.32  (feet)  COMP
 SN0689  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 SN0689
 SN0689  VERT ORDER  -  SECOND    CLASS 0
 SN0689
 SN0689.The horizontal coordinates were scaled from a topographic map and have
 SN0689.an estimated accuracy of +/- 6 seconds.
 SN0689
 SN0689.The orthometric height was determined by differential leveling
 SN0689.and adjusted by the National Geodetic Survey in June 1991..
 SN0689
 SN0689.The geoid height was determined by GEOID03.
 SN0689
 SN0689.The dynamic height is computed by dividing the NAVD 88
 SN0689.geopotential number by the normal gravity value computed on the
 SN0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0689.degrees latitude (g = 980.6199 gals.).
 SN0689
 SN0689.The modeled gravity was interpolated from observed gravity values.
 SN0689
 SN0689;                    North         East    Units  Estimated Accuracy
 SN0689;SPC ND N     -    83,220.      555,030.      MT  (+/- 180 meters Scaled)
 SN0689
 SN0689                          SUPERSEDED SURVEY CONTROL
 SN0689
 SN0689  NGVD 29 (??/??/92)  593.085  (m)         1945.81   (f) ADJ UNCH    2 0
 SN0689
 SN0689.Superseded values are not recommended for survey control.
 SN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0689.See file dsdata.txt to determine how the superseded data were derived.
 SN0689
 SN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT426903(NAD 83)
 SN0689_MARKER: DB = BENCH MARK DISK
 SN0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0689_STAMPING: P 231 1962
 SN0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0689+STABILITY: SURFACE MOTION
 SN0689
 SN0689  HISTORY     - Date     Condition        Report By
 SN0689  HISTORY     - 1962     MONUMENTED       CGS
 SN0689
 SN0689                          STATION DESCRIPTION
 SN0689
 SN0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0689'6.75 MI SW FROM BENEDICT.
 SN0689'ABOUT 5.75 MILES SOUTH ALONG A GRAVELED ROAD FROM THE LUTHERAN CHURCH
 SN0689'AT BENEDICT, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 145 FEET
 SN0689'EAST-NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 124 FEET EAST OF
 SN0689'THE CENTERLINE OF THE NORTH-SOUTH ROAD, 73 FEET NORTH OF THE
 SN0689'CENTERLINE OF THE GRAVELED ROAD, 3.0 FEET WEST OF REA POLE NO. 4-1-10,
 SN0689'1.5 FEET EAST OF A WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 SN0689'GRAVELED ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 SN0689'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0406 ***********************************************************************
 TF0406  DESIGNATION -  P 232
 TF0406  PID         -  TF0406
 TF0406  STATE/COUNTY-  ND/MCHENRY
 TF0406  USGS QUAD   -  VOLTAIRE (1977)
 TF0406
 TF0406                         *CURRENT SURVEY CONTROL
 TF0406  ___________________________________________________________________
 TF0406* NAD 83(1986)-  48 07 25.     (N)    100 47 54.     (W)     SCALED    
 TF0406* NAVD 88     -       477.032  (meters)    1565.06   (feet)  ADJUSTED  
 TF0406  ___________________________________________________________________
 TF0406  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 TF0406  DYNAMIC HT  -         477.105 (meters)    1565.30  (feet)  COMP
 TF0406  MODELED GRAV-     980,749.2   (mgal)                       NAVD 88
 TF0406
 TF0406  VERT ORDER  -  SECOND    CLASS 0
 TF0406
 TF0406.The horizontal coordinates were scaled from a topographic map and have
 TF0406.an estimated accuracy of +/- 6 seconds.
 TF0406
 TF0406.The orthometric height was determined by differential leveling
 TF0406.and adjusted by the National Geodetic Survey in June 1991..
 TF0406
 TF0406.The geoid height was determined by GEOID03.
 TF0406
 TF0406.The dynamic height is computed by dividing the NAVD 88
 TF0406.geopotential number by the normal gravity value computed on the
 TF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0406.degrees latitude (g = 980.6199 gals.).
 TF0406
 TF0406.The modeled gravity was interpolated from observed gravity values.
 TF0406
 TF0406;                    North         East    Units  Estimated Accuracy
 TF0406;SPC ND N     -   124,970.      577,790.      MT  (+/- 180 meters Scaled)
 TF0406
 TF0406                          SUPERSEDED SURVEY CONTROL
 TF0406
 TF0406  NGVD 29 (??/??/92)  476.658  (m)         1563.84   (f) ADJ UNCH    2 0
 TF0406
 TF0406.Superseded values are not recommended for survey control.
 TF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0406.See file dsdata.txt to determine how the superseded data were derived.
 TF0406
 TF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU661316(NAD 83)
 TF0406_MARKER: DB = BENCH MARK DISK
 TF0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0406_STAMPING: P 232 1962
 TF0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0406+STABILITY: SURFACE MOTION
 TF0406
 TF0406  HISTORY     - Date     Condition        Report By
 TF0406  HISTORY     - 1962     MONUMENTED       CGS
 TF0406
 TF0406                          STATION DESCRIPTION
 TF0406
 TF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0406'4.4 MI SW FROM VERENDRYE.
 TF0406'ABOUT 3.5 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0406'STATION AT VERENDRYE, THENCE 0.9 MILE SOUTH ALONG A GRAVELED ROAD,
 TF0406'ABOUT 0.55 MILE NORTH OF A T-ROAD JUNCTION, 49 FEET SOUTHEAST OF THE
 TF0406'CENTER OF A DIRT ROAD INTERSECTION, 44 FEET EAST OF THE CENTERLINE OF
 TF0406'THE ROAD LEADING SOUTH, 24 FEET SOUTH OF THE CENTERLINE OF THE DIRT
 TF0406'ROAD, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 TF0406'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 TF0406'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0373 ***********************************************************************
 TF0373  DESIGNATION -  P 233
 TF0373  PID         -  TF0373
 TF0373  STATE/COUNTY-  ND/MCHENRY
 TF0373  USGS QUAD   -  KARLSRUHE (1957)
 TF0373
 TF0373                         *CURRENT SURVEY CONTROL
 TF0373  ___________________________________________________________________
 TF0373* NAD 83(1986)-  48 02 12.     (N)    100 35 00.     (W)     SCALED    
 TF0373* NAVD 88     -       469.593  (meters)    1540.66   (feet)  ADJUSTED  
 TF0373  ___________________________________________________________________
 TF0373  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 TF0373  DYNAMIC HT  -         469.663 (meters)    1540.89  (feet)  COMP
 TF0373  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 TF0373
 TF0373  VERT ORDER  -  SECOND    CLASS 0
 TF0373
 TF0373.The horizontal coordinates were scaled from a topographic map and have
 TF0373.an estimated accuracy of +/- 6 seconds.
 TF0373
 TF0373.The orthometric height was determined by differential leveling
 TF0373.and adjusted by the National Geodetic Survey in June 1991..
 TF0373
 TF0373.The geoid height was determined by GEOID03.
 TF0373
 TF0373.The dynamic height is computed by dividing the NAVD 88
 TF0373.geopotential number by the normal gravity value computed on the
 TF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0373.degrees latitude (g = 980.6199 gals.).
 TF0373
 TF0373.The modeled gravity was interpolated from observed gravity values.
 TF0373
 TF0373;                    North         East    Units  Estimated Accuracy
 TF0373;SPC ND N     -   115,260.      593,790.      MT  (+/- 180 meters Scaled)
 TF0373
 TF0373                          SUPERSEDED SURVEY CONTROL
 TF0373
 TF0373  NGVD 29 (??/??/92)  469.213  (m)         1539.41   (f) ADJ UNCH    2 0
 TF0373
 TF0373.Superseded values are not recommended for survey control.
 TF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0373.See file dsdata.txt to determine how the superseded data were derived.
 TF0373
 TF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU819215(NAD 83)
 TF0373_MARKER: DB = BENCH MARK DISK
 TF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0373_STAMPING: P 233 1962
 TF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0373+STABILITY: SURFACE MOTION
 TF0373
 TF0373  HISTORY     - Date     Condition        Report By
 TF0373  HISTORY     - 1962     MONUMENTED       CGS
 TF0373
 TF0373                          STATION DESCRIPTION
 TF0373
 TF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TF0373'6.1 MI SW FROM RANGELEY.
 TF0373'ABOUT 2.5 MILES WEST ALONG THE GREAT NORTHERN RAILROAD FROM THE
 TF0373'STATION AT RANGELEY, THENCE 1.6 MILES SOUTH ALONG A GRAVELED ROAD,
 TF0373'THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, 35.5 FEET NORTHEAST OF
 TF0373'THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING NORTH, 28.5 FEET
 TF0373'NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 20.5 FEET EAST OF
 TF0373'THE CENTERLINE OF THE DIRT ROAD, 1.5 FEET WEST OF A FENCE CORNER AND
 TF0373'IN LINE WITH THE FENCE LEADING EAST, 1.3 FEET SOUTH OF A METAL WITNESS
 TF0373'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF0373'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1338 ***********************************************************************
 SN1338  DESIGNATION -  P 234
 SN1338  PID         -  SN1338
 SN1338  STATE/COUNTY-  ND/WARD
 SN1338  USGS QUAD   -  BLUE HILL (1980)
 SN1338
 SN1338                         *CURRENT SURVEY CONTROL
 SN1338  ___________________________________________________________________
 SN1338* NAD 83(1986)-  47 51 44.     (N)    101 38 09.     (W)     SCALED    
 SN1338* NAVD 88     -       656.693  (meters)    2154.50   (feet)  ADJUSTED  
 SN1338  ___________________________________________________________________
 SN1338  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 SN1338  DYNAMIC HT  -         656.772 (meters)    2154.76  (feet)  COMP
 SN1338  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 SN1338
 SN1338  VERT ORDER  -  SECOND    CLASS 0
 SN1338
 SN1338.The horizontal coordinates were scaled from a topographic map and have
 SN1338.an estimated accuracy of +/- 6 seconds.
 SN1338
 SN1338.The orthometric height was determined by differential leveling
 SN1338.and adjusted by the National Geodetic Survey in June 1991..
 SN1338
 SN1338.The geoid height was determined by GEOID03.
 SN1338
 SN1338.The dynamic height is computed by dividing the NAVD 88
 SN1338.geopotential number by the normal gravity value computed on the
 SN1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1338.degrees latitude (g = 980.6199 gals.).
 SN1338
 SN1338.The modeled gravity was interpolated from observed gravity values.
 SN1338
 SN1338;                    North         East    Units  Estimated Accuracy
 SN1338;SPC ND N     -    96,490.      515,020.      MT  (+/- 180 meters Scaled)
 SN1338
 SN1338                          SUPERSEDED SURVEY CONTROL
 SN1338
 SN1338  NGVD 29 (??/??/92)  656.284  (m)         2153.16   (f) ADJ UNCH    2 0
 SN1338
 SN1338.Superseded values are not recommended for survey control.
 SN1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1338.See file dsdata.txt to determine how the superseded data were derived.
 SN1338
 SN1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU028043(NAD 83)
 SN1338_MARKER: DB = BENCH MARK DISK
 SN1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1338_STAMPING: P 234 1962
 SN1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1338+STABILITY: SURFACE MOTION
 SN1338
 SN1338  HISTORY     - Date     Condition        Report By
 SN1338  HISTORY     - 1962     MONUMENTED       CGS
 SN1338
 SN1338                          STATION DESCRIPTION
 SN1338
 SN1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1338'6.2 MI W FROM DOUGLAS.
 SN1338'ABOUT 6.2 MILES WEST ALONG STATE HIGHWAY 53 FROM THE RAILROAD STATION
 SN1338'AT DOUGLAS, 116 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 SN1338'DIRT ROAD, 105 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET
 SN1338'EAST OF THE CENTERLINE OF THE ROAD LEADING NORTH, 2 FEET SOUTH OF A
 SN1338'POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 SN1338'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 SN1338'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0291 ***********************************************************************
 SN0291  DESIGNATION -  P 235
 SN0291  PID         -  SN0291
 SN0291  STATE/COUNTY-  ND/MCLEAN
 SN0291  USGS QUAD   -  HORSESHOE VALLEY (1981)
 SN0291
 SN0291                         *CURRENT SURVEY CONTROL
 SN0291  ___________________________________________________________________
 SN0291* NAD 83(1986)-  47 39 40.     (N)    100 58 19.     (W)     SCALED    
 SN0291* NAVD 88     -       582.777  (meters)    1911.99   (feet)  ADJUSTED  
 SN0291  ___________________________________________________________________
 SN0291  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 SN0291  DYNAMIC HT  -         582.836 (meters)    1912.19  (feet)  COMP
 SN0291  MODELED GRAV-     980,694.7   (mgal)                       NAVD 88
 SN0291
 SN0291  VERT ORDER  -  SECOND    CLASS 0
 SN0291
 SN0291.The horizontal coordinates were scaled from a topographic map and have
 SN0291.an estimated accuracy of +/- 6 seconds.
 SN0291
 SN0291.The orthometric height was determined by differential leveling
 SN0291.and adjusted by the National Geodetic Survey in June 1991..
 SN0291
 SN0291.The geoid height was determined by GEOID03.
 SN0291
 SN0291.The dynamic height is computed by dividing the NAVD 88
 SN0291.geopotential number by the normal gravity value computed on the
 SN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0291.degrees latitude (g = 980.6199 gals.).
 SN0291
 SN0291.The modeled gravity was interpolated from observed gravity values.
 SN0291
 SN0291;                    North         East    Units  Estimated Accuracy
 SN0291;SPC ND N     -    73,610.      564,550.      MT  (+/- 180 meters Scaled)
 SN0291
 SN0291                          SUPERSEDED SURVEY CONTROL
 SN0291
 SN0291  NGVD 29 (??/??/92)  582.377  (m)         1910.68   (f) ADJ UNCH    2 0
 SN0291
 SN0291.Superseded values are not recommended for survey control.
 SN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0291.See file dsdata.txt to determine how the superseded data were derived.
 SN0291
 SN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT519805(NAD 83)
 SN0291_MARKER: DB = BENCH MARK DISK
 SN0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0291_STAMPING: P 235 1962
 SN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0291+STABILITY: SURFACE MOTION
 SN0291
 SN0291  HISTORY     - Date     Condition        Report By
 SN0291  HISTORY     - 1962     MONUMENTED       CGS
 SN0291
 SN0291                          STATION DESCRIPTION
 SN0291
 SN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN0291'13.6 MI NW FROM TURTLE LAKE.
 SN0291'ABOUT 0.9 MILE WEST ALONG A GRAVELED ROAD FROM THE RAILROAD STATION AT
 SN0291'TURTLE LAKE, THENCE 7.5 MILES NORTH ALONG STATE HIGHWAY 41, THENCE 3.0
 SN0291'MILES WEST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A TRACK
 SN0291'ROAD, 67 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD INTERSECTION, 57
 SN0291'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST TRACK ROAD, 34 FEET WEST
 SN0291'OF THE CENTERLINE OF THE NORTH-SOUTH TRACK ROAD, 31 FEET SOUTH OF A
 SN0291'FENCE CORNER, 4.5 FEET EAST OF REA POLE NO. 31-26-17 WHICH IS BRACED
 SN0291'BY TWO GUY WIRES, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT ABOVE
 SN0291'THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE
 SN0291'POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1221 ***********************************************************************
 SN1221  DESIGNATION -  P 236
 SN1221  PID         -  SN1221
 SN1221  STATE/COUNTY-  ND/MCLEAN
 SN1221  USGS QUAD   -  EMMET NE (1956)
 SN1221
 SN1221                         *CURRENT SURVEY CONTROL
 SN1221  ___________________________________________________________________
 SN1221* NAD 83(1986)-  47 39 40.     (N)    101 31 38.     (W)     SCALED    
 SN1221* NAVD 88     -       622.297  (meters)    2041.65   (feet)  ADJUSTED  
 SN1221  ___________________________________________________________________
 SN1221  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 SN1221  DYNAMIC HT  -         622.356 (meters)    2041.85  (feet)  COMP
 SN1221  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 SN1221
 SN1221  VERT ORDER  -  SECOND    CLASS 0
 SN1221
 SN1221.The horizontal coordinates were scaled from a topographic map and have
 SN1221.an estimated accuracy of +/- 6 seconds.
 SN1221
 SN1221.The orthometric height was determined by differential leveling
 SN1221.and adjusted by the National Geodetic Survey in June 1991..
 SN1221
 SN1221.The geoid height was determined by GEOID03.
 SN1221
 SN1221.The dynamic height is computed by dividing the NAVD 88
 SN1221.geopotential number by the normal gravity value computed on the
 SN1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1221.degrees latitude (g = 980.6199 gals.).
 SN1221
 SN1221.The modeled gravity was interpolated from observed gravity values.
 SN1221
 SN1221;                    North         East    Units  Estimated Accuracy
 SN1221;SPC ND N     -    74,020.      522,850.      MT  (+/- 180 meters Scaled)
 SN1221
 SN1221                          SUPERSEDED SURVEY CONTROL
 SN1221
 SN1221  NGVD 29 (??/??/92)  621.888  (m)         2040.31   (f) ADJ UNCH    2 0
 SN1221
 SN1221.Superseded values are not recommended for survey control.
 SN1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1221.See file dsdata.txt to determine how the superseded data were derived.
 SN1221
 SN1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT102817(NAD 83)
 SN1221_MARKER: DB = BENCH MARK DISK
 SN1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1221_STAMPING: P 236 1962
 SN1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1221+STABILITY: SURFACE MOTION
 SN1221
 SN1221  HISTORY     - Date     Condition        Report By
 SN1221  HISTORY     - 1962     MONUMENTED       CGS
 SN1221
 SN1221                          STATION DESCRIPTION
 SN1221
 SN1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1221'6.9 MI W FROM GARRISON.
 SN1221'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1221'AT GARRISON, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 37, THENCE 1.0
 SN1221'MILE NORTH ALONG A GRAVELED ROAD, 76 FEET NORTHEAST OF THE CENTER OF A
 SN1221'ROAD INTERSECTION, 68 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 SN1221'ROAD, 48 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 4.0 FEET
 SN1221'EAST OF A TELEPHONE POLE BRACED BY A GUY WIRE, 1.5 FEET BELOW THE
 SN1221'LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1221'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1392 ***********************************************************************
 SN1392  DESIGNATION -  P 237
 SN1392  PID         -  SN1392
 SN1392  STATE/COUNTY-  ND/WARD
 SN1392  USGS QUAD   -  MAKOTI (1980)
 SN1392
 SN1392                         *CURRENT SURVEY CONTROL
 SN1392  ___________________________________________________________________
 SN1392* NAD 83(1986)-  47 55 11.     (N)    101 48 27.     (W)     SCALED    
 SN1392* NAVD 88     -       643.045  (meters)    2109.72   (feet)  ADJUSTED  
 SN1392  ___________________________________________________________________
 SN1392  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 SN1392  DYNAMIC HT  -         643.128 (meters)    2110.00  (feet)  COMP
 SN1392  MODELED GRAV-     980,718.7   (mgal)                       NAVD 88
 SN1392
 SN1392  VERT ORDER  -  SECOND    CLASS 0
 SN1392
 SN1392.The horizontal coordinates were scaled from a topographic map and have
 SN1392.an estimated accuracy of +/- 6 seconds.
 SN1392
 SN1392.The orthometric height was determined by differential leveling
 SN1392.and adjusted by the National Geodetic Survey in June 1991..
 SN1392
 SN1392.The geoid height was determined by GEOID03.
 SN1392
 SN1392.The dynamic height is computed by dividing the NAVD 88
 SN1392.geopotential number by the normal gravity value computed on the
 SN1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1392.degrees latitude (g = 980.6199 gals.).
 SN1392
 SN1392.The modeled gravity was interpolated from observed gravity values.
 SN1392
 SN1392;                    North         East    Units  Estimated Accuracy
 SN1392;SPC ND N     -   103,090.      502,290.      MT  (+/- 180 meters Scaled)
 SN1392
 SN1392                          SUPERSEDED SURVEY CONTROL
 SN1392
 SN1392  NGVD 29 (??/??/92)  642.627  (m)         2108.35   (f) ADJ UNCH    2 0
 SN1392
 SN1392.Superseded values are not recommended for survey control.
 SN1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1392.See file dsdata.txt to determine how the superseded data were derived.
 SN1392
 SN1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU902111(NAD 83)
 SN1392_MARKER: DB = BENCH MARK DISK
 SN1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1392_STAMPING: P 237 1962
 SN1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1392+STABILITY: SURFACE MOTION
 SN1392
 SN1392  HISTORY     - Date     Condition        Report By
 SN1392  HISTORY     - 1962     MONUMENTED       CGS
 SN1392
 SN1392                          STATION DESCRIPTION
 SN1392
 SN1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1392'3.05 MI S FROM MAKOTI.
 SN1392'ABOUT 0.15 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1392'AT MAKOTI, THENCE 2.9 MILES SOUTH ALONG A GRAVELED ROAD, 93 FEET
 SN1392'SOUTHEAST OF THE CENTER OF A ROAD INTERSECTION, 77 FEET EAST OF THE
 SN1392'CENTERLINE OF THE NORTH-SOUTH ROAD, 49 FEET SOUTH OF THE CENTERLINE OF
 SN1392'THE EAST-WEST ROAD, 2.5 FEET SOUTH OF A TELEPHONE POLE BRACED BY 4 GUY
 SN1392'WIRES, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 SN1392'OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SN1392'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1298 ***********************************************************************
 SN1298  DESIGNATION -  P 239
 SN1298  PID         -  SN1298
 SN1298  STATE/COUNTY-  ND/WARD
 SN1298  USGS QUAD   -  RYDER (1981)
 SN1298
 SN1298                         *CURRENT SURVEY CONTROL
 SN1298  ___________________________________________________________________
 SN1298* NAD 83(1986)-  47 52 35.     (N)    101 40 43.     (W)     SCALED    
 SN1298* NAVD 88     -       651.077  (meters)    2136.08   (feet)  ADJUSTED  
 SN1298  ___________________________________________________________________
 SN1298  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 SN1298  DYNAMIC HT  -         651.156 (meters)    2136.33  (feet)  COMP
 SN1298  MODELED GRAV-     980,711.6   (mgal)                       NAVD 88
 SN1298
 SN1298  VERT ORDER  -  SECOND    CLASS 0
 SN1298
 SN1298.The horizontal coordinates were scaled from a topographic map and have
 SN1298.an estimated accuracy of +/- 6 seconds.
 SN1298
 SN1298.The orthometric height was determined by differential leveling
 SN1298.and adjusted by the National Geodetic Survey in June 1991..
 SN1298
 SN1298.The geoid height was determined by GEOID03.
 SN1298
 SN1298.The dynamic height is computed by dividing the NAVD 88
 SN1298.geopotential number by the normal gravity value computed on the
 SN1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1298.degrees latitude (g = 980.6199 gals.).
 SN1298
 SN1298.The modeled gravity was interpolated from observed gravity values.
 SN1298
 SN1298;                    North         East    Units  Estimated Accuracy
 SN1298;SPC ND N     -    98,110.      511,840.      MT  (+/- 180 meters Scaled)
 SN1298
 SN1298                          SUPERSEDED SURVEY CONTROL
 SN1298
 SN1298  NGVD 29 (??/??/92)  650.665  (m)         2134.72   (f) ADJ UNCH    2 0
 SN1298
 SN1298.Superseded values are not recommended for survey control.
 SN1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1298.See file dsdata.txt to determine how the superseded data were derived.
 SN1298
 SN1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU997060(NAD 83)
 SN1298_MARKER: DB = BENCH MARK DISK
 SN1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1298_STAMPING: P 239 1962
 SN1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1298+STABILITY: SURFACE MOTION
 SN1298
 SN1298  HISTORY     - Date     Condition        Report By
 SN1298  HISTORY     - 1962     MONUMENTED       CGS
 SN1298
 SN1298                          STATION DESCRIPTION
 SN1298
 SN1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SN1298'2.7 MI S FROM RYDER.
 SN1298'ABOUT 2.7 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE RAILROAD
 SN1298'CROSSING AT RYDER, 120 FEET SOUTHEAST OF THE CENTER OF THE
 SN1298'INTERSECTION OF A GRAVELED ROAD, 104 FEET EAST OF THE CENTERLINE OF
 SN1298'THE HIGHWAY, 55 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 2.5
 SN1298'FEET SOUTH OF A POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST,
 SN1298'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SN1298'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0021 ***********************************************************************
 TG0021  DESIGNATION -  P 240
 TG0021  PID         -  TG0021
 TG0021  STATE/COUNTY-  ND/WARD
 TG0021  USGS QUAD   -  KENMARE (1981)
 TG0021
 TG0021                         *CURRENT SURVEY CONTROL
 TG0021  ___________________________________________________________________
 TG0021* NAD 83(1986)-  48 38 38.     (N)    102 03 22.     (W)     SCALED    
 TG0021* NAVD 88     -       545.415  (meters)    1789.42   (feet)  ADJUSTED  
 TG0021  ___________________________________________________________________
 TG0021  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 TG0021  DYNAMIC HT  -         545.519 (meters)    1789.76  (feet)  COMP
 TG0021  MODELED GRAV-     980,783.5   (mgal)                       NAVD 88
 TG0021
 TG0021  VERT ORDER  -  FIRST     CLASS II
 TG0021
 TG0021.The horizontal coordinates were scaled from a topographic map and have
 TG0021.an estimated accuracy of +/- 6 seconds.
 TG0021
 TG0021.The orthometric height was determined by differential leveling
 TG0021.and adjusted by the National Geodetic Survey in June 1991..
 TG0021
 TG0021.The geoid height was determined by GEOID03.
 TG0021
 TG0021.The dynamic height is computed by dividing the NAVD 88
 TG0021.geopotential number by the normal gravity value computed on the
 TG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0021.degrees latitude (g = 980.6199 gals.).
 TG0021
 TG0021.The modeled gravity was interpolated from observed gravity values.
 TG0021
 TG0021;                    North         East    Units  Estimated Accuracy
 TG0021;SPC ND N     -   183,930.      485,340.      MT  (+/- 180 meters Scaled)
 TG0021
 TG0021                          SUPERSEDED SURVEY CONTROL
 TG0021
 TG0021  NGVD 29 (??/??/92)  545.019  (m)         1788.12   (f) ADJ UNCH    1 2
 TG0021
 TG0021.Superseded values are not recommended for survey control.
 TG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0021.See file dsdata.txt to determine how the superseded data were derived.
 TG0021
 TG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP168920(NAD 83)
 TG0021_MARKER: DB = BENCH MARK DISK
 TG0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0021_STAMPING: P 240 1963
 TG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0021+STABILITY: SURFACE MOTION
 TG0021
 TG0021  HISTORY     - Date     Condition        Report By
 TG0021  HISTORY     - 1963     MONUMENTED       CGS
 TG0021  HISTORY     - 1963     GOOD             NGS
 TG0021
 TG0021                          STATION DESCRIPTION
 TG0021
 TG0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0021'2.4 MI SE FROM KENMARE.
 TG0021'ABOUT 2.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0021'AT KENMARE, 21 POLES SOUTHEAST OF MILE POST 517, 42 FEET SOUTHWEST OF
 TG0021'THE CENTER OF A CROSSING OF THE RAILROAD AND A GRADED DIRT ROAD, 36
 TG0021'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23.5 FEET WEST OF THE WEST
 TG0021'RAIL, 1 1/2 FEET NORTH OF A FENCE, 1.3 FEET EAST OF A METAL WITNESS
 TG0021'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 TG0021'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY ALSO BE
 TG0021'REACHED BY GOING 2.0 MILES EAST ALONG A GRAVELED ROAD FROM THE GREAT
 TG0021'NORTHERN RAILWAY STATION AT KENASTON, 2.3 MILES NORTHEAST ALONG A
 TG0021'GRADED DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1810 ***********************************************************************
 TF1810  DESIGNATION -  P 241
 TF1810  PID         -  TF1810
 TF1810  STATE/COUNTY-  ND/MOUNTRAIL
 TF1810  USGS QUAD   -  TAGUS (1980)
 TF1810
 TF1810                         *CURRENT SURVEY CONTROL
 TF1810  ___________________________________________________________________
 TF1810* NAD 83(1986)-  48 21 21.     (N)    101 59 15.     (W)     SCALED    
 TF1810* NAVD 88     -       679.599  (meters)    2229.65   (feet)  ADJUSTED  
 TF1810  ___________________________________________________________________
 TF1810  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 TF1810  DYNAMIC HT  -         679.703 (meters)    2229.99  (feet)  COMP
 TF1810  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 TF1810
 TF1810  VERT ORDER  -  FIRST     CLASS II
 TF1810
 TF1810.The horizontal coordinates were scaled from a topographic map and have
 TF1810.an estimated accuracy of +/- 6 seconds.
 TF1810
 TF1810.The orthometric height was determined by differential leveling
 TF1810.and adjusted by the National Geodetic Survey in June 1991..
 TF1810.WARNING-Repeat measurements at this control monument indicate possible
 TF1810.vertical movement.
 TF1810
 TF1810.The geoid height was determined by GEOID03.
 TF1810
 TF1810.The dynamic height is computed by dividing the NAVD 88
 TF1810.geopotential number by the normal gravity value computed on the
 TF1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1810.degrees latitude (g = 980.6199 gals.).
 TF1810
 TF1810.The modeled gravity was interpolated from observed gravity values.
 TF1810
 TF1810;                    North         East    Units  Estimated Accuracy
 TF1810;SPC ND N     -   151,810.      489,770.      MT  (+/- 180 meters Scaled)
 TF1810
 TF1810                          SUPERSEDED SURVEY CONTROL
 TF1810
 TF1810.No superseded survey control is available for this station.
 TF1810
 TF1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU786601(NAD 83)
 TF1810_MARKER: DB = BENCH MARK DISK
 TF1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1810_STAMPING: P 241 1963
 TF1810_MARK LOGO: CGS   
 TF1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1810+STABILITY: SURFACE MOTION
 TF1810
 TF1810  HISTORY     - Date     Condition        Report By
 TF1810  HISTORY     - 1963     MONUMENTED       CGS
 TF1810  HISTORY     - 1981     GOOD             NGS
 TF1810
 TF1810                          STATION DESCRIPTION
 TF1810
 TF1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1810'4.7 MI E FROM BLAISDELL.
 TF1810'ABOUT 4.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE GREAT NORTHERN
 TF1810'RAILWAY STATION AT BLAISDELL, ABOUT 1.0 MILE WEST OF A GRAVELED ROAD
 TF1810'INTERSECTION, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A DRIVEWAY
 TF1810'LEADING NORTH TO A YELLOW FARMHOUSE AND A RED BARN, 100 FEET SOUTH OF
 TF1810'THE CENTERLINE OF THE HIGHWAY, 69 FEET WEST OF A TELEPHONE POLE, 11.4
 TF1810'FEET EAST OF A METAL POST USED AS A WITNESS POST FOR THE MARKER AT THE
 TF1810'CORNERS OF SECTIONS 4, 3, 9, AND 10, T 156 N, R 88 W, 1.5 FEET WEST OF
 TF1810'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 TF1810'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 10, R 88 W, T
 TF1810'156 N.
 TF1810
 TF1810                          STATION RECOVERY (1981)
 TF1810
 TF1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0038 ***********************************************************************
 SO0038  DESIGNATION -  P 242
 SO0038  PID         -  SO0038
 SO0038  STATE/COUNTY-  ND/MOUNTRAIL
 SO0038  USGS QUAD   -  NEW TOWN (1981)
 SO0038
 SO0038                         *CURRENT SURVEY CONTROL
 SO0038  ___________________________________________________________________
 SO0038* NAD 83(1986)-  47 56 56.     (N)    102 27 03.     (W)     SCALED    
 SO0038* NAVD 88     -       574.059  (meters)    1883.39   (feet)  ADJUSTED  
 SO0038  ___________________________________________________________________
 SO0038  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 SO0038  DYNAMIC HT  -         574.142 (meters)    1883.66  (feet)  COMP
 SO0038  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 SO0038
 SO0038  VERT ORDER  -  SECOND    CLASS 0
 SO0038
 SO0038.The horizontal coordinates were scaled from a topographic map and have
 SO0038.an estimated accuracy of +/- 6 seconds.
 SO0038
 SO0038.The orthometric height was determined by differential leveling
 SO0038.and adjusted by the National Geodetic Survey in June 1991..
 SO0038
 SO0038.The geoid height was determined by GEOID03.
 SO0038
 SO0038.The dynamic height is computed by dividing the NAVD 88
 SO0038.geopotential number by the normal gravity value computed on the
 SO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0038.degrees latitude (g = 980.6199 gals.).
 SO0038
 SO0038.The modeled gravity was interpolated from observed gravity values.
 SO0038
 SO0038;                    North         East    Units  Estimated Accuracy
 SO0038;SPC ND N     -   107,340.      454,300.      MT  (+/- 180 meters Scaled)
 SO0038
 SO0038                          SUPERSEDED SURVEY CONTROL
 SO0038
 SO0038  NGVD 29 (??/??/92)  573.611  (m)         1881.92   (f) ADJ UNCH    2 0
 SO0038
 SO0038.Superseded values are not recommended for survey control.
 SO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0038.See file dsdata.txt to determine how the superseded data were derived.
 SO0038
 SO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP903137(NAD 83)
 SO0038_MARKER: DB = BENCH MARK DISK
 SO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0038_STAMPING: P 242 1963
 SO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0038+STABILITY: SURFACE MOTION
 SO0038
 SO0038  HISTORY     - Date     Condition        Report By
 SO0038  HISTORY     - 1963     MONUMENTED       CGS
 SO0038
 SO0038                          STATION DESCRIPTION
 SO0038
 SO0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SO0038'3.9 MI SE FROM NEW TOWN.
 SO0038'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM THE POST OFFICE AT
 SO0038'NEW TOWN, THENCE 2.1 MILES SOUTH ALONG A GRAVELED ROAD, 56 FEET
 SO0038'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 53 FEET SOUTH OF THE
 SO0038'CENTERLINE OF THE ROAD LEADING WEST, 33 FEET WEST OF THE CENTERLINE OF
 SO0038'THE ROAD LEADING SOUTH, 26 FEET SOUTHEAST OF A TELEPHONE POLE BRACED
 SO0038'BY TWO GUY WIRES, 2.5 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A METAL
 SO0038'WITNESS POST, ABOUT LEVEL WITH THE ROAD LEADING SOUTH, AND SET IN THE
 SO0038'TOP OF A CONCRETE POST PROJECTING 6 INCHES, S 33, R 92 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0705 ***********************************************************************
 TG0705  DESIGNATION -  P 243
 TG0705  PID         -  TG0705
 TG0705  STATE/COUNTY-  ND/MOUNTRAIL
 TG0705  USGS QUAD   -  EPWORTH SE (1981)
 TG0705
 TG0705                         *CURRENT SURVEY CONTROL
 TG0705  ___________________________________________________________________
 TG0705* NAD 83(1986)-  48 01 23.     (N)    102 06 28.     (W)     SCALED    
 TG0705* NAVD 88     -       641.910  (meters)    2106.00   (feet)  ADJUSTED  
 TG0705  ___________________________________________________________________
 TG0705  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0705  DYNAMIC HT  -         642.005 (meters)    2106.31  (feet)  COMP
 TG0705  MODELED GRAV-     980,737.5   (mgal)                       NAVD 88
 TG0705
 TG0705  VERT ORDER  -  SECOND    CLASS 0
 TG0705
 TG0705.The horizontal coordinates were scaled from a topographic map and have
 TG0705.an estimated accuracy of +/- 6 seconds.
 TG0705
 TG0705.The orthometric height was determined by differential leveling
 TG0705.and adjusted by the National Geodetic Survey in June 1991..
 TG0705
 TG0705.The geoid height was determined by GEOID03.
 TG0705
 TG0705.The dynamic height is computed by dividing the NAVD 88
 TG0705.geopotential number by the normal gravity value computed on the
 TG0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0705.degrees latitude (g = 980.6199 gals.).
 TG0705
 TG0705.The modeled gravity was interpolated from observed gravity values.
 TG0705
 TG0705;                    North         East    Units  Estimated Accuracy
 TG0705;SPC ND N     -   115,000.      480,090.      MT  (+/- 180 meters Scaled)
 TG0705
 TG0705                          SUPERSEDED SURVEY CONTROL
 TG0705
 TG0705  NGVD 29 (??/??/92)  641.481  (m)         2104.59   (f) ADJ UNCH    2 0
 TG0705
 TG0705.Superseded values are not recommended for survey control.
 TG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0705.See file dsdata.txt to determine how the superseded data were derived.
 TG0705
 TG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP156229(NAD 83)
 TG0705_MARKER: DB = BENCH MARK DISK
 TG0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0705_STAMPING: P 243 1963
 TG0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0705+STABILITY: SURFACE MOTION
 TG0705
 TG0705  HISTORY     - Date     Condition        Report By
 TG0705  HISTORY     - 1963     MONUMENTED       CGS
 TG0705
 TG0705                          STATION DESCRIPTION
 TG0705
 TG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0705'6.2 MI NE FROM PARSHALL.
 TG0705'ABOUT 0.2 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0705'PARSHALL, THENCE 1.9 MILES NORTH ALONG STATE HIGHWAY 8, THENCE 3.1
 TG0705'MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 1.0 MILE EAST ALONG A
 TG0705'GRAVELED COUNTY ROAD, 65.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 TG0705'ROAD, 42.0 FEET EAST OF THE EXTENDED CENTERLINE OF THE ROAD LEADING
 TG0705'SOUTH, 3.7 FEET SOUTH OF A POWER POLE BRACED BY A GUY WIRE, 1.5 FEET
 TG0705'WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TG0705'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 34,
 TG0705'R 89 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1284 ***********************************************************************
 TF1284  DESIGNATION -  P 244
 TF1284  PID         -  TF1284
 TF1284  STATE/COUNTY-  ND/WARD
 TF1284  USGS QUAD   -  PLAZA SE (1980)
 TF1284
 TF1284                         *CURRENT SURVEY CONTROL
 TF1284  ___________________________________________________________________
 TF1284* NAD 83(1986)-  48 01 23.     (N)    101 47 09.     (W)     SCALED    
 TF1284* NAVD 88     -       633.373  (meters)    2077.99   (feet)  ADJUSTED  
 TF1284  ___________________________________________________________________
 TF1284  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 TF1284  DYNAMIC HT  -         633.460 (meters)    2078.28  (feet)  COMP
 TF1284  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 TF1284
 TF1284  VERT ORDER  -  SECOND    CLASS 0
 TF1284
 TF1284.The horizontal coordinates were scaled from a topographic map and have
 TF1284.an estimated accuracy of +/- 6 seconds.
 TF1284
 TF1284.The orthometric height was determined by differential leveling
 TF1284.and adjusted by the National Geodetic Survey in June 1991..
 TF1284
 TF1284.The geoid height was determined by GEOID03.
 TF1284
 TF1284.The dynamic height is computed by dividing the NAVD 88
 TF1284.geopotential number by the normal gravity value computed on the
 TF1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1284.degrees latitude (g = 980.6199 gals.).
 TF1284
 TF1284.The modeled gravity was interpolated from observed gravity values.
 TF1284
 TF1284;                    North         East    Units  Estimated Accuracy
 TF1284;SPC ND N     -   114,550.      504,100.      MT  (+/- 180 meters Scaled)
 TF1284
 TF1284                          SUPERSEDED SURVEY CONTROL
 TF1284
 TF1284  NGVD 29 (??/??/92)  632.952  (m)         2076.61   (f) ADJ UNCH    2 0
 TF1284
 TF1284.Superseded values are not recommended for survey control.
 TF1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1284.See file dsdata.txt to determine how the superseded data were derived.
 TF1284
 TF1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU922226(NAD 83)
 TF1284_MARKER: DB = BENCH MARK DISK
 TF1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1284_STAMPING: P 244 1963
 TF1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1284+STABILITY: SURFACE MOTION
 TF1284
 TF1284  HISTORY     - Date     Condition        Report By
 TF1284  HISTORY     - 1963     MONUMENTED       CGS
 TF1284
 TF1284                          STATION DESCRIPTION
 TF1284
 TF1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1284'5.3 MI NE FROM MAKOTI.
 TF1284'1.2 MILES NORTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TF1284'CROSSING AT MAKOTI, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY 23,
 TF1284'THENCE 3.1 MILES NORTH ALONG A GRAVELED COUNTY ROAD, 75.0 FEET
 TF1284'NORTHEAST OF THE CENTER OF THE T-JUNCTION OF AN EAST-WEST ROAD, 44.5
 TF1284'FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 43.0 FEET EAST OF
 TF1284'THE EXTENDED CENTERLINE OF THE ROAD LEADING SOUTH, 4.5 FEET EAST OF A
 TF1284'POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 TF1284'THE LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1284'PROJECTING 0.6 FOOT, S 31, R 87 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0679 ***********************************************************************
 TG0679  DESIGNATION -  P 245
 TG0679  PID         -  TG0679
 TG0679  STATE/COUNTY-  ND/MOUNTRAIL
 TG0679  USGS QUAD   -  EPWORTH NW (1981)
 TG0679
 TG0679                         *CURRENT SURVEY CONTROL
 TG0679  ___________________________________________________________________
 TG0679* NAD 83(1986)-  48 10 56.     (N)    102 12 10.     (W)     SCALED    
 TG0679* NAVD 88     -       675.909  (meters)    2217.54   (feet)  ADJUSTED  
 TG0679  ___________________________________________________________________
 TG0679  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 TG0679  DYNAMIC HT  -         676.009 (meters)    2217.87  (feet)  COMP
 TG0679  MODELED GRAV-     980,736.0   (mgal)                       NAVD 88
 TG0679
 TG0679  VERT ORDER  -  SECOND    CLASS 0
 TG0679
 TG0679.The horizontal coordinates were scaled from a topographic map and have
 TG0679.an estimated accuracy of +/- 6 seconds.
 TG0679
 TG0679.The orthometric height was determined by differential leveling
 TG0679.and adjusted by the National Geodetic Survey in June 1991..
 TG0679
 TG0679.The geoid height was determined by GEOID03.
 TG0679
 TG0679.The dynamic height is computed by dividing the NAVD 88
 TG0679.geopotential number by the normal gravity value computed on the
 TG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0679.degrees latitude (g = 980.6199 gals.).
 TG0679
 TG0679.The modeled gravity was interpolated from observed gravity values.
 TG0679
 TG0679;                    North         East    Units  Estimated Accuracy
 TG0679;SPC ND N     -   132,840.      473,400.      MT  (+/- 180 meters Scaled)
 TG0679
 TG0679                          SUPERSEDED SURVEY CONTROL
 TG0679
 TG0679  NGVD 29 (??/??/92)  675.462  (m)         2216.08   (f) ADJ UNCH    2 0
 TG0679
 TG0679.Superseded values are not recommended for survey control.
 TG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0679.See file dsdata.txt to determine how the superseded data were derived.
 TG0679
 TG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP079403(NAD 83)
 TG0679_MARKER: DB = BENCH MARK DISK
 TG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0679_STAMPING: P 245 1963
 TG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0679+STABILITY: SURFACE MOTION
 TG0679
 TG0679  HISTORY     - Date     Condition        Report By
 TG0679  HISTORY     - 1963     MONUMENTED       CGS
 TG0679
 TG0679                          STATION DESCRIPTION
 TG0679
 TG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0679'11.9 MI SE FROM PALERMO.
 TG0679'ABOUT 0.15 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0679'AT PALERMO, THENCE 10.75 MILES SOUTH ALONG A GRAVELED COUNTY ROAD,
 TG0679'THENCE 1.0 MILE EAST ALONG A GRAVELED COUNTY ROAD, 48.0 FEET NORTHEAST
 TG0679'OF THE CENTER OF A TRACK ROAD INTERSECTION, 41.0 FEET NORTH OF THE
 TG0679'CENTERLINE OF THE EAST-WEST-ROAD, 26.0 FEET EAST OF THE CENTERLINE OF
 TG0679'THE TRACK ROAD, 5.0 FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 TG0679'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE EAST-WEST
 TG0679'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT, S 1,
 TG0679'R 90 W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0748 ***********************************************************************
 TG0748  DESIGNATION -  P 246
 TG0748  PID         -  TG0748
 TG0748  STATE/COUNTY-  ND/MOUNTRAIL
 TG0748  USGS QUAD   -  EPWORTH SE (1981)
 TG0748
 TG0748                         *CURRENT SURVEY CONTROL
 TG0748  ___________________________________________________________________
 TG0748* NAD 83(1986)-  48 07 28.     (N)    102 05 42.     (W)     SCALED    
 TG0748* NAVD 88     -       604.140  (meters)    1982.08   (feet)  ADJUSTED  
 TG0748  ___________________________________________________________________
 TG0748  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 TG0748  DYNAMIC HT  -         604.230 (meters)    1982.38  (feet)  COMP
 TG0748  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 TG0748
 TG0748  VERT ORDER  -  SECOND    CLASS 0
 TG0748
 TG0748.The horizontal coordinates were scaled from a topographic map and have
 TG0748.an estimated accuracy of +/- 6 seconds.
 TG0748
 TG0748.The orthometric height was determined by differential leveling
 TG0748.and adjusted by the National Geodetic Survey in June 1991..
 TG0748
 TG0748.The geoid height was determined by GEOID03.
 TG0748
 TG0748.The dynamic height is computed by dividing the NAVD 88
 TG0748.geopotential number by the normal gravity value computed on the
 TG0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0748.degrees latitude (g = 980.6199 gals.).
 TG0748
 TG0748.The modeled gravity was interpolated from observed gravity values.
 TG0748
 TG0748;                    North         East    Units  Estimated Accuracy
 TG0748;SPC ND N     -   126,250.      481,280.      MT  (+/- 180 meters Scaled)
 TG0748
 TG0748                          SUPERSEDED SURVEY CONTROL
 TG0748
 TG0748  NGVD 29 (??/??/92)  603.706  (m)         1980.66   (f) ADJ UNCH    2 0
 TG0748
 TG0748.Superseded values are not recommended for survey control.
 TG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0748.See file dsdata.txt to determine how the superseded data were derived.
 TG0748
 TG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP161342(NAD 83)
 TG0748_MARKER: DB = BENCH MARK DISK
 TG0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0748_STAMPING: P 246 1963
 TG0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0748+STABILITY: SURFACE MOTION
 TG0748
 TG0748  HISTORY     - Date     Condition        Report By
 TG0748  HISTORY     - 1963     MONUMENTED       CGS
 TG0748
 TG0748                          STATION DESCRIPTION
 TG0748
 TG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0748'13.5 MI NW FROM PLAZA.
 TG0748'ABOUT 0.1 MILE NORTH ALONG A PAVED COUNTY ROAD FROM THE CONSOLIDATED
 TG0748'SCHOOL AT PLAZA, THENCE 0.4 MILE WEST ALONG A GRAVELED COUNTY ROAD,
 TG0748'THENCE 7.0 MILES NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 6.0 MILES
 TG0748'WEST ALONG A GRAVELED COUNTY ROAD, ON THE OUTSIDE OF A SHARP CURVE,
 TG0748'42.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.5 FEET WEST OF A
 TG0748'T-JUNCTION OF FENCES, 1.5 FEET EAST OF A METAL WITNESS POST, 2.0 FEET
 TG0748'SOUTH OF AN EAST-WEST FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 TG0748'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 26, R 89
 TG0748'W, T 154 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1318 ***********************************************************************
 SN1318  DESIGNATION -  P 247
 SN1318  PID         -  SN1318
 SN1318  STATE/COUNTY-  ND/MCLEAN
 SN1318  USGS QUAD   -  ROSEGLEN (1980)
 SN1318
 SN1318                         *CURRENT SURVEY CONTROL
 SN1318  ___________________________________________________________________
 SN1318* NAD 83(1986)-  47 49 52.     (N)    101 48 21.     (W)     SCALED    
 SN1318* NAVD 88     -       663.295  (meters)    2176.16   (feet)  ADJUSTED  
 SN1318  ___________________________________________________________________
 SN1318  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 SN1318  DYNAMIC HT  -         663.373 (meters)    2176.42  (feet)  COMP
 SN1318  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 SN1318
 SN1318  VERT ORDER  -  SECOND    CLASS 0
 SN1318
 SN1318.The horizontal coordinates were scaled from a topographic map and have
 SN1318.an estimated accuracy of +/- 6 seconds.
 SN1318
 SN1318.The orthometric height was determined by differential leveling
 SN1318.and adjusted by the National Geodetic Survey in June 1991..
 SN1318
 SN1318.The geoid height was determined by GEOID03.
 SN1318
 SN1318.The dynamic height is computed by dividing the NAVD 88
 SN1318.geopotential number by the normal gravity value computed on the
 SN1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1318.degrees latitude (g = 980.6199 gals.).
 SN1318
 SN1318.The modeled gravity was interpolated from observed gravity values.
 SN1318
 SN1318;                    North         East    Units  Estimated Accuracy
 SN1318;SPC ND N     -    93,230.      502,240.      MT  (+/- 180 meters Scaled)
 SN1318
 SN1318                          SUPERSEDED SURVEY CONTROL
 SN1318
 SN1318  NGVD 29 (??/??/92)  662.875  (m)         2174.78   (f) ADJ UNCH    2 0
 SN1318
 SN1318.Superseded values are not recommended for survey control.
 SN1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1318.See file dsdata.txt to determine how the superseded data were derived.
 SN1318
 SN1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU900013(NAD 83)
 SN1318_MARKER: DB = BENCH MARK DISK
 SN1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1318_STAMPING: P 247 1963
 SN1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1318+STABILITY: SURFACE MOTION
 SN1318
 SN1318  HISTORY     - Date     Condition        Report By
 SN1318  HISTORY     - 1963     MONUMENTED       CGS
 SN1318  HISTORY     - 1976     GOOD             NGS
 SN1318
 SN1318                          STATION DESCRIPTION
 SN1318
 SN1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1318'7.35 MI NE FROM ROSEGLEN.
 SN1318'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1318'MAIN STREET AT ROSEGLEN, THENCE 6.0 MILES NORTH ALONG A GRAVELED
 SN1318'COUNTY ROAD, 76.0 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 SN1318'AN EAST-WEST ROAD, 53.5 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 SN1318'ROAD, 52.0 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 7.5
 SN1318'FEET SOUTH OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 SN1318'ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE
 SN1318'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 3, R 87 W, T 150 N.
 SN1318
 SN1318                          STATION RECOVERY (1976)
 SN1318
 SN1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 SN1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1179 ***********************************************************************
 SN1179  DESIGNATION -  P 248
 SN1179  PID         -  SN1179
 SN1179  STATE/COUNTY-  ND/MCLEAN
 SN1179  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1179
 SN1179                         *CURRENT SURVEY CONTROL
 SN1179  ___________________________________________________________________
 SN1179* NAD 83(1986)-  47 44 48.     (N)    101 45 52.     (W)     SCALED    
 SN1179* NAVD 88     -       653.332  (meters)    2143.47   (feet)  ADJUSTED  
 SN1179  ___________________________________________________________________
 SN1179  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 SN1179  DYNAMIC HT  -         653.401 (meters)    2143.70  (feet)  COMP
 SN1179  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 SN1179
 SN1179  VERT ORDER  -  SECOND    CLASS 0
 SN1179
 SN1179.The horizontal coordinates were scaled from a topographic map and have
 SN1179.an estimated accuracy of +/- 6 seconds.
 SN1179
 SN1179.The orthometric height was determined by differential leveling
 SN1179.and adjusted by the National Geodetic Survey in June 1991..
 SN1179
 SN1179.The geoid height was determined by GEOID03.
 SN1179
 SN1179.The dynamic height is computed by dividing the NAVD 88
 SN1179.geopotential number by the normal gravity value computed on the
 SN1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1179.degrees latitude (g = 980.6199 gals.).
 SN1179
 SN1179.The modeled gravity was interpolated from observed gravity values.
 SN1179
 SN1179;                    North         East    Units  Estimated Accuracy
 SN1179;SPC ND N     -    83,790.      505,190.      MT  (+/- 180 meters Scaled)
 SN1179
 SN1179                          SUPERSEDED SURVEY CONTROL
 SN1179
 SN1179  NGVD 29 (??/??/92)  652.910  (m)         2142.09   (f) ADJ UNCH    2 0
 SN1179
 SN1179.Superseded values are not recommended for survey control.
 SN1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1179.See file dsdata.txt to determine how the superseded data were derived.
 SN1179
 SN1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT927918(NAD 83)
 SN1179_MARKER: DB = BENCH MARK DISK
 SN1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1179_STAMPING: P 248 1963
 SN1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1179+STABILITY: SURFACE MOTION
 SN1179
 SN1179  HISTORY     - Date     Condition        Report By
 SN1179  HISTORY     - 1963     MONUMENTED       CGS
 SN1179
 SN1179                          STATION DESCRIPTION
 SN1179
 SN1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1179'3.35 MI E FROM ROSEGLEN.
 SN1179'ABOUT 3.35 MILES EAST ALONG STATE HIGHWAY 37 FROM THE INTERSECTION OF
 SN1179'MAIN STREET AT ROSEGLEN, 110 FEET NORTHEAST OF THE CENTER OF THE
 SN1179'INTERSECTION OF A NORTH-SOUTH ROAD, 99 FEET NORTH OF THE CENTERLINE OF
 SN1179'THE HIGHWAY, 49 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 SN1179'5.5 FEET EAST OF A POWER POLE BRACED BY TWO GUY WIRES, 1.5 FEET SOUTH
 SN1179'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 SN1179'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 1, R 87
 SN1179'W, T 149 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0783 ***********************************************************************
 TG0783  DESIGNATION -  P 249
 TG0783  PID         -  TG0783
 TG0783  STATE/COUNTY-  ND/MOUNTRAIL
 TG0783  USGS QUAD   -  SHELL LAKE (1981)
 TG0783
 TG0783                         *CURRENT SURVEY CONTROL
 TG0783  ___________________________________________________________________
 TG0783* NAD 83(1986)-  48 12 42.     (N)    102 03 07.     (W)     SCALED    
 TG0783* NAVD 88     -       646.413  (meters)    2120.77   (feet)  ADJUSTED  
 TG0783  ___________________________________________________________________
 TG0783  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 TG0783  DYNAMIC HT  -         646.514 (meters)    2121.10  (feet)  COMP
 TG0783  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 TG0783
 TG0783  VERT ORDER  -  SECOND    CLASS 0
 TG0783
 TG0783.The horizontal coordinates were scaled from a topographic map and have
 TG0783.an estimated accuracy of +/- 6 seconds.
 TG0783
 TG0783.The orthometric height was determined by differential leveling
 TG0783.and adjusted by the National Geodetic Survey in June 1991..
 TG0783
 TG0783.The geoid height was determined by GEOID03.
 TG0783
 TG0783.The dynamic height is computed by dividing the NAVD 88
 TG0783.geopotential number by the normal gravity value computed on the
 TG0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0783.degrees latitude (g = 980.6199 gals.).
 TG0783
 TG0783.The modeled gravity was interpolated from observed gravity values.
 TG0783
 TG0783;                    North         East    Units  Estimated Accuracy
 TG0783;SPC ND N     -   135,880.      484,680.      MT  (+/- 180 meters Scaled)
 TG0783
 TG0783                          SUPERSEDED SURVEY CONTROL
 TG0783
 TG0783  NGVD 29 (??/??/92)  645.976  (m)         2119.34   (f) ADJ UNCH    2 0
 TG0783
 TG0783.Superseded values are not recommended for survey control.
 TG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0783.See file dsdata.txt to determine how the superseded data were derived.
 TG0783
 TG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP190440(NAD 83)
 TG0783_MARKER: DB = BENCH MARK DISK
 TG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0783_STAMPING: P 249 1963
 TG0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0783+STABILITY: SURFACE MOTION
 TG0783
 TG0783  HISTORY     - Date     Condition        Report By
 TG0783  HISTORY     - 1963     MONUMENTED       CGS
 TG0783
 TG0783                          STATION DESCRIPTION
 TG0783
 TG0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0783'10.8 MI SE FROM BLAISDELL.
 TG0783'ABOUT 9.8 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE RAILROAD
 TG0783'STATION AT BLAISDELL, THENCE 1.0 MILE EAST ALONG A GRAVELED COUNTY
 TG0783'ROAD, 108 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 TG0783'NORTH-SOUTH ROAD, 100 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 TG0783'ROAD, 36 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 55.8
 TG0783'FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, 2.5 FEET SOUTHEAST OF A
 TG0783'CEMENT PILLAR, ABOUT 4 FEET ABOVE THE LEVEL OF THE EAST-WEST ROAD, AND
 TG0783'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT, S 25, R 89 W, T
 TG0783'155 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1236 ***********************************************************************
 SN1236  DESIGNATION -  P 250
 SN1236  PID         -  SN1236
 SN1236  STATE/COUNTY-  ND/MCLEAN
 SN1236  USGS QUAD   -  BLUE HILL (1980)
 SN1236
 SN1236                         *CURRENT SURVEY CONTROL
 SN1236  ___________________________________________________________________
 SN1236* NAD 83(1986)-  47 50 52.     (N)    101 40 39.     (W)     SCALED    
 SN1236* NAVD 88     -       658.892  (meters)    2161.71   (feet)  ADJUSTED  
 SN1236  ___________________________________________________________________
 SN1236  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 SN1236  DYNAMIC HT  -         658.970 (meters)    2161.97  (feet)  COMP
 SN1236  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 SN1236
 SN1236  VERT ORDER  -  SECOND    CLASS 0
 SN1236
 SN1236.The horizontal coordinates were scaled from a topographic map and have
 SN1236.an estimated accuracy of +/- 6 seconds.
 SN1236
 SN1236.The orthometric height was determined by differential leveling
 SN1236.and adjusted by the National Geodetic Survey in June 1991..
 SN1236
 SN1236.The geoid height was determined by GEOID03.
 SN1236
 SN1236.The dynamic height is computed by dividing the NAVD 88
 SN1236.geopotential number by the normal gravity value computed on the
 SN1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1236.degrees latitude (g = 980.6199 gals.).
 SN1236
 SN1236.The modeled gravity was interpolated from observed gravity values.
 SN1236
 SN1236;                    North         East    Units  Estimated Accuracy
 SN1236;SPC ND N     -    94,930.      511,880.      MT  (+/- 180 meters Scaled)
 SN1236
 SN1236                          SUPERSEDED SURVEY CONTROL
 SN1236
 SN1236  NGVD 29 (??/??/92)  658.478  (m)         2160.36   (f) ADJ UNCH    2 0
 SN1236
 SN1236.Superseded values are not recommended for survey control.
 SN1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1236.See file dsdata.txt to determine how the superseded data were derived.
 SN1236
 SN1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKU996028(NAD 83)
 SN1236_MARKER: DB = BENCH MARK DISK
 SN1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1236_STAMPING: P 250 1963
 SN1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1236+STABILITY: SURFACE MOTION
 SN1236
 SN1236  HISTORY     - Date     Condition        Report By
 SN1236  HISTORY     - 1963     MONUMENTED       CGS
 SN1236
 SN1236                          STATION DESCRIPTION
 SN1236
 SN1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SN1236'5.0 MI S FROM RYDER.
 SN1236'ABOUT 0.2 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 SN1236'AT RYDER, THENCE 4.8 MILES SOUTH ALONG STATE HIGHWAY 28, 108 FEET
 SN1236'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING EAST, 100
 SN1236'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET SOUTH OF THE
 SN1236'CENTERLINE OF THE ROAD LEADING EAST, 7.5 FEET SOUTHWEST OF A FENCE
 SN1236'CORNER, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SN1236'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SN1236'0.6 FOOT, S 3, R 86 W, T 150 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0808 ***********************************************************************
 TG0808  DESIGNATION -  P 251
 TG0808  PID         -  TG0808
 TG0808  STATE/COUNTY-  ND/MOUNTRAIL
 TG0808  USGS QUAD   -  ROSS (1981)
 TG0808
 TG0808                         *CURRENT SURVEY CONTROL
 TG0808  ___________________________________________________________________
 TG0808* NAD 83(1986)-  48 18 59.     (N)    102 30 15.     (W)     SCALED    
 TG0808* NAVD 88     -       702.219  (meters)    2303.86   (feet)  ADJUSTED  
 TG0808  ___________________________________________________________________
 TG0808  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG0808  DYNAMIC HT  -         702.329 (meters)    2304.22  (feet)  COMP
 TG0808  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 TG0808
 TG0808  VERT ORDER  -  FIRST     CLASS II
 TG0808
 TG0808.The horizontal coordinates were scaled from a topographic map and have
 TG0808.an estimated accuracy of +/- 6 seconds.
 TG0808
 TG0808.The orthometric height was determined by differential leveling
 TG0808.and adjusted by the National Geodetic Survey in June 1991..
 TG0808.WARNING-Repeat measurements at this control monument indicate possible
 TG0808.vertical movement.
 TG0808
 TG0808.The geoid height was determined by GEOID03.
 TG0808
 TG0808.The dynamic height is computed by dividing the NAVD 88
 TG0808.geopotential number by the normal gravity value computed on the
 TG0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0808.degrees latitude (g = 980.6199 gals.).
 TG0808
 TG0808.The modeled gravity was interpolated from observed gravity values.
 TG0808
 TG0808;                    North         East    Units  Estimated Accuracy
 TG0808;SPC ND N     -   148,290.      451,380.      MT  (+/- 180 meters Scaled)
 TG0808
 TG0808                          SUPERSEDED SURVEY CONTROL
 TG0808
 TG0808  NGVD 29 (??/??/92)  701.764  (m)         2302.37   (f) ADJ UNCH    1 2
 TG0808
 TG0808.Superseded values are not recommended for survey control.
 TG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0808.See file dsdata.txt to determine how the superseded data were derived.
 TG0808
 TG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP850544(NAD 83)
 TG0808_MARKER: DB = BENCH MARK DISK
 TG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0808_STAMPING: P 251 1963
 TG0808_MARK LOGO: CGS   
 TG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0808+STABILITY: SURFACE MOTION
 TG0808
 TG0808  HISTORY     - Date     Condition        Report By
 TG0808  HISTORY     - 1963     MONUMENTED       CGS
 TG0808  HISTORY     - 1981     GOOD             NGS
 TG0808  HISTORY     - 1982     GOOD             LOCSUR
 TG0808
 TG0808                          STATION DESCRIPTION
 TG0808
 TG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0808'1.8 MI E FROM ROSS.
 TG0808'1.8 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TG0808'ROSS, ABOUT 0.3 MILE EAST OF MILEPOST 60, 105 FEET NORTHWEST OF THE
 TG0808'CENTER OF A GRAVELED ROAD CROSSING, 78 FEET WEST OF THE CENTERLINE OF
 TG0808'THE ROAD, 70 FEET NORTH OF THE NORTH RAIL, 39 FEET WEST OF A TELEGRAPH
 TG0808'POLE, 2 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST,
 TG0808'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TG0808'CONCRETE POST PROJECTING 6 INCHES, S 21, R 92 W, T 156 N.
 TG0808
 TG0808                          STATION RECOVERY (1981)
 TG0808
 TG0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0808'RECOVERED IN GOOD CONDITION.
 TG0808
 TG0808                          STATION RECOVERY (1982)
 TG0808
 TG0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TG0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0367 ***********************************************************************
 TG0367  DESIGNATION -  P 252
 TG0367  PID         -  TG0367
 TG0367  STATE/COUNTY-  ND/BURKE
 TG0367  USGS QUAD   -  NIOBE (1949)
 TG0367
 TG0367                         *CURRENT SURVEY CONTROL
 TG0367  ___________________________________________________________________
 TG0367* NAD 83(1986)-  48 44 05.     (N)    102 10 03.     (W)     SCALED    
 TG0367* NAVD 88     -       599.958  (meters)    1968.36   (feet)  ADJUSTED  
 TG0367  ___________________________________________________________________
 TG0367  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 TG0367  DYNAMIC HT  -         600.078 (meters)    1968.76  (feet)  COMP
 TG0367  MODELED GRAV-     980,790.3   (mgal)                       NAVD 88
 TG0367
 TG0367  VERT ORDER  -  SECOND    CLASS 0
 TG0367
 TG0367.The horizontal coordinates were scaled from a topographic map and have
 TG0367.an estimated accuracy of +/- 6 seconds.
 TG0367
 TG0367.The orthometric height was determined by differential leveling
 TG0367.and adjusted by the National Geodetic Survey in June 1991..
 TG0367
 TG0367.The geoid height was determined by GEOID03.
 TG0367
 TG0367.The dynamic height is computed by dividing the NAVD 88
 TG0367.geopotential number by the normal gravity value computed on the
 TG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0367.degrees latitude (g = 980.6199 gals.).
 TG0367
 TG0367.The modeled gravity was interpolated from observed gravity values.
 TG0367
 TG0367;                    North         East    Units  Estimated Accuracy
 TG0367;SPC ND N     -   194,200.      477,350.      MT  (+/- 180 meters Scaled)
 TG0367
 TG0367                          SUPERSEDED SURVEY CONTROL
 TG0367
 TG0367  NGVD 29 (??/??/92)  599.549  (m)         1967.02   (f) ADJ UNCH    2 0
 TG0367
 TG0367.Superseded values are not recommended for survey control.
 TG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0367.See file dsdata.txt to determine how the superseded data were derived.
 TG0367
 TG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ082018(NAD 83)
 TG0367_MARKER: DB = BENCH MARK DISK
 TG0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0367_STAMPING: P 252 1963
 TG0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0367+STABILITY: SURFACE MOTION
 TG0367
 TG0367  HISTORY     - Date     Condition        Report By
 TG0367  HISTORY     - 1963     MONUMENTED       CGS
 TG0367
 TG0367                          STATION DESCRIPTION
 TG0367
 TG0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0367'6.6 MI NW FROM KENMARE.
 TG0367'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0367'AT KENMARE, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, IN S 25, R 89
 TG0367'W, T 161 N, AT THE SOUTHEAST CORNER OF A FENCE AROUND THE BETHANE
 TG0367'CEMETERY, 73 FEET NORTH OF THE CENTERLINE OF THE ROAD, 60.5 FEET
 TG0367'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RASMUSSEN MONUMENT, 35 FEET
 TG0367'NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A
 TG0367'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 TG0367'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0723 ***********************************************************************
 TG0723  DESIGNATION -  P 253
 TG0723  PID         -  TG0723
 TG0723  STATE/COUNTY-  ND/MOUNTRAIL
 TG0723  USGS QUAD   -  BELDEN SE (1981)
 TG0723
 TG0723                         *CURRENT SURVEY CONTROL
 TG0723  ___________________________________________________________________
 TG0723* NAD 83(1986)-  48 06 35.     (N)    102 19 56.     (W)     SCALED    
 TG0723* NAVD 88     -       699.423  (meters)    2294.69   (feet)  ADJUSTED  
 TG0723  ___________________________________________________________________
 TG0723  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG0723  DYNAMIC HT  -         699.520 (meters)    2295.01  (feet)  COMP
 TG0723  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 TG0723
 TG0723  VERT ORDER  -  SECOND    CLASS 0
 TG0723
 TG0723.The horizontal coordinates were scaled from a topographic map and have
 TG0723.an estimated accuracy of +/- 6 seconds.
 TG0723
 TG0723.The orthometric height was determined by differential leveling
 TG0723.and adjusted by the National Geodetic Survey in June 1991..
 TG0723
 TG0723.The geoid height was determined by GEOID03.
 TG0723
 TG0723.The dynamic height is computed by dividing the NAVD 88
 TG0723.geopotential number by the normal gravity value computed on the
 TG0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0723.degrees latitude (g = 980.6199 gals.).
 TG0723
 TG0723.The modeled gravity was interpolated from observed gravity values.
 TG0723
 TG0723;                    North         East    Units  Estimated Accuracy
 TG0723;SPC ND N     -   125,000.      463,580.      MT  (+/- 180 meters Scaled)
 TG0723
 TG0723                          SUPERSEDED SURVEY CONTROL
 TG0723
 TG0723  NGVD 29 (??/??/92)  698.966  (m)         2293.19   (f) ADJ UNCH    2 0
 TG0723
 TG0723.Superseded values are not recommended for survey control.
 TG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0723.See file dsdata.txt to determine how the superseded data were derived.
 TG0723
 TG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP985319(NAD 83)
 TG0723_MARKER: DB = BENCH MARK DISK
 TG0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0723_STAMPING: P 253 1963
 TG0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0723+STABILITY: SURFACE MOTION
 TG0723
 TG0723  HISTORY     - Date     Condition        Report By
 TG0723  HISTORY     - 1963     MONUMENTED       CGS
 TG0723
 TG0723                          STATION DESCRIPTION
 TG0723
 TG0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0723'4.1 MI SE FROM BELDEN.
 TG0723'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0723'BELDEN, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, AT THE CREST OF A
 TG0723'HILL, 34.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.6 FEET
 TG0723'NORTHWEST OF A SECTION-LINE FENCE CORNER, 2.5 FEET NORTH OF A FENCE,
 TG0723'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK
 TG0723'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT, S 2,
 TG0723'R 91 W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0377 ***********************************************************************
 TG0377  DESIGNATION -  P 254
 TG0377  PID         -  TG0377
 TG0377  STATE/COUNTY-  ND/BURKE
 TG0377  USGS QUAD   -  VANVILLE NE (1948)
 TG0377
 TG0377                         *CURRENT SURVEY CONTROL
 TG0377  ___________________________________________________________________
 TG0377* NAD 83(1986)-  48 43 49.     (N)    102 15 44.     (W)     SCALED    
 TG0377* NAVD 88     -       607.311  (meters)    1992.49   (feet)  ADJUSTED  
 TG0377  ___________________________________________________________________
 TG0377  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 TG0377  DYNAMIC HT  -         607.432 (meters)    1992.88  (feet)  COMP
 TG0377  MODELED GRAV-     980,789.6   (mgal)                       NAVD 88
 TG0377
 TG0377  VERT ORDER  -  SECOND    CLASS 0
 TG0377
 TG0377.The horizontal coordinates were scaled from a topographic map and have
 TG0377.an estimated accuracy of +/- 6 seconds.
 TG0377
 TG0377.The orthometric height was determined by differential leveling
 TG0377.and adjusted by the National Geodetic Survey in June 1991..
 TG0377
 TG0377.The geoid height was determined by GEOID03.
 TG0377
 TG0377.The dynamic height is computed by dividing the NAVD 88
 TG0377.geopotential number by the normal gravity value computed on the
 TG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0377.degrees latitude (g = 980.6199 gals.).
 TG0377
 TG0377.The modeled gravity was interpolated from observed gravity values.
 TG0377
 TG0377;                    North         East    Units  Estimated Accuracy
 TG0377;SPC ND N     -   193,870.      470,370.      MT  (+/- 180 meters Scaled)
 TG0377
 TG0377                          SUPERSEDED SURVEY CONTROL
 TG0377
 TG0377  NGVD 29 (??/??/92)  606.897  (m)         1991.13   (f) ADJ UNCH    2 0
 TG0377
 TG0377.Superseded values are not recommended for survey control.
 TG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0377.See file dsdata.txt to determine how the superseded data were derived.
 TG0377
 TG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ013010(NAD 83)
 TG0377_MARKER: DB = BENCH MARK DISK
 TG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0377_STAMPING: P 254 1963
 TG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0377+STABILITY: SURFACE MOTION
 TG0377
 TG0377  HISTORY     - Date     Condition        Report By
 TG0377  HISTORY     - 1963     MONUMENTED       CGS
 TG0377
 TG0377                          STATION DESCRIPTION
 TG0377
 TG0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0377'10.2 MI NW FROM KENMARE.
 TG0377'ABOUT 5.6 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0377'AT KENMARE, THENCE 5.3 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.3
 TG0377'MILE SOUTH ALONG A GRAVELED ROAD, IN S 31, R 89 W, T 161 N, 45.5 FEET
 TG0377'WEST OF THE CENTERLINE OF THE ROAD, 23.0 FEET NORTH OF THE CENTERLINE
 TG0377'OF A DRIVEWAY LEADING WEST TO A TWO-STORIED FARMHOUSE, 12.5 FEET
 TG0377'NORTHWEST OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE
 TG0377'DRIVEWAY, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TG0377'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TG0377'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0705 ***********************************************************************
 TE0705  DESIGNATION -  P 255
 TE0705  PID         -  TE0705
 TE0705  STATE/COUNTY-  ND/RAMSEY
 TE0705  USGS QUAD   -  GRAND HARBOR (1994)
 TE0705
 TE0705                         *CURRENT SURVEY CONTROL
 TE0705  ___________________________________________________________________
 TE0705* NAD 83(1986)-  48 07 40.     (N)    098 53 31.     (W)     SCALED    
 TE0705* NAVD 88     -       444.342  (meters)    1457.81   (feet)  ADJUSTED  
 TE0705  ___________________________________________________________________
 TE0705  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 TE0705  DYNAMIC HT  -         444.421 (meters)    1458.07  (feet)  COMP
 TE0705  MODELED GRAV-     980,776.6   (mgal)                       NAVD 88
 TE0705
 TE0705  VERT ORDER  -  FIRST     CLASS II
 TE0705
 TE0705.The horizontal coordinates were scaled from a topographic map and have
 TE0705.an estimated accuracy of +/- 6 seconds.
 TE0705
 TE0705.The orthometric height was determined by differential leveling
 TE0705.and adjusted by the National Geodetic Survey in June 1991..
 TE0705
 TE0705.The geoid height was determined by GEOID03.
 TE0705
 TE0705.The dynamic height is computed by dividing the NAVD 88
 TE0705.geopotential number by the normal gravity value computed on the
 TE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0705.degrees latitude (g = 980.6199 gals.).
 TE0705
 TE0705.The modeled gravity was interpolated from observed gravity values.
 TE0705
 TE0705;                    North         East    Units  Estimated Accuracy
 TE0705;SPC ND N     -   126,640.      719,690.      MT  (+/- 180 meters Scaled)
 TE0705
 TE0705                          SUPERSEDED SURVEY CONTROL
 TE0705
 TE0705  NGVD 29 (??/??/92)  443.973  (m)         1456.60   (f) ADJ UNCH    1 2
 TE0705
 TE0705.Superseded values are not recommended for survey control.
 TE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0705.See file dsdata.txt to determine how the superseded data were derived.
 TE0705
 TE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU080305(NAD 83)
 TE0705_MARKER: DB = BENCH MARK DISK
 TE0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0705_STAMPING: P 255 1963
 TE0705_MARK LOGO: CGS   
 TE0705_PROJECTION: PROJECTING 6 CENTIMETERS
 TE0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0705+STABILITY: SURFACE MOTION
 TE0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0705+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 TE0705
 TE0705  HISTORY     - Date     Condition        Report By
 TE0705  HISTORY     - 1963     MONUMENTED       CGS
 TE0705  HISTORY     - 1967     GOOD             NDHD
 TE0705  HISTORY     - 1982     GOOD             NGS
 TE0705  HISTORY     - 19990607 GOOD             NDWC
 TE0705
 TE0705                          STATION DESCRIPTION
 TE0705
 TE0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0705'2.0 MI NW FROM DEVILS LAKE.
 TE0705'ABOUT 2.0 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0705'STATION AT DEVILS LAKE, IN S 28, R 64 W, T 154 N, ABOUT 0.2 MILE
 TE0705'NORTHWEST OF MILEPOST 87, ABOUT 7 1/2 39-FOOT RAILS SOUTHEAST OF
 TE0705'SEMAPHORE NO. 973, 100 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 TE0705'ROAD THAT PARALLELS THE TRACK ON THE NORTHEAST SIDE, 51.7 FEET
 TE0705'NORTHEAST OF THE NORTHEAST RAIL, 35.7 FEET NORTH OF A RAILWAY SPEED
 TE0705'LIMIT SIGN, 3.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 3650, IN LINE
 TE0705'WITH THE MORE NORTHEASTERLY OF TWO ROWS OF POLES, 1.9 FEET NORTHWEST
 TE0705'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 TE0705'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0705
 TE0705                          STATION RECOVERY (1967)
 TE0705
 TE0705'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1967
 TE0705'RECOVERED IN GOOD CONDITION.
 TE0705
 TE0705                          STATION RECOVERY (1982)
 TE0705
 TE0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0705'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE0705'3.2 K (2.0 MI) NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD FROM
 TE0705'THE STATION IN DEVILS LAKE, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 87,
 TE0705'89.3 METERS (293.0 FT) SOUTHEAST OF A SEMAPHORE, 30.4 METERS
 TE0705'(100.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD THAT PARALLELS THE
 TE0705'TRACKS ON THE NORTHEAST SIDE, 10.4 METERS (35.5 FT) NORTH OF A RAILWAY
 TE0705'SPEED LIMIT SIGN, AND 14.9 METERS (49.0 FT) NORTHEAST OF THE TELEPHONE
 TE0705'POLE.
 TE0705'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 TE0705'THE MARK IS ABOVE LEVEL WITH TRACK.
 TE0705
 TE0705                          STATION RECOVERY (1999)
 TE0705
 TE0705'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1238 ***********************************************************************
 TE1238  DESIGNATION -  P 256
 TE1238  PID         -  TE1238
 TE1238  STATE/COUNTY-  ND/BENSON
 TE1238  USGS QUAD   -  NILES (1971)
 TE1238
 TE1238                         *CURRENT SURVEY CONTROL
 TE1238  ___________________________________________________________________
 TE1238* NAD 83(1986)-  48 16 48.     (N)    099 19 20.     (W)     SCALED    
 TE1238* NAVD 88     -       464.125  (meters)    1522.72   (feet)  ADJUSTED  
 TE1238  ___________________________________________________________________
 TE1238  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 TE1238  DYNAMIC HT  -         464.208 (meters)    1522.99  (feet)  COMP
 TE1238  MODELED GRAV-     980,776.4   (mgal)                       NAVD 88
 TE1238
 TE1238  VERT ORDER  -  FIRST     CLASS II
 TE1238
 TE1238.The horizontal coordinates were scaled from a topographic map and have
 TE1238.an estimated accuracy of +/- 6 seconds.
 TE1238
 TE1238.The orthometric height was determined by differential leveling
 TE1238.and adjusted by the National Geodetic Survey in June 1991..
 TE1238
 TE1238.The geoid height was determined by GEOID03.
 TE1238
 TE1238.The dynamic height is computed by dividing the NAVD 88
 TE1238.geopotential number by the normal gravity value computed on the
 TE1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1238.degrees latitude (g = 980.6199 gals.).
 TE1238
 TE1238.The modeled gravity was interpolated from observed gravity values.
 TE1238
 TE1238;                    North         East    Units  Estimated Accuracy
 TE1238;SPC ND N     -   142,980.      687,410.      MT  (+/- 180 meters Scaled)
 TE1238
 TE1238                          SUPERSEDED SURVEY CONTROL
 TE1238
 TE1238  NGVD 29 (??/??/92)  463.751  (m)         1521.49   (f) ADJ UNCH    1 2
 TE1238
 TE1238.Superseded values are not recommended for survey control.
 TE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1238.See file dsdata.txt to determine how the superseded data were derived.
 TE1238
 TE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU760474(NAD 83)
 TE1238_MARKER: DB = BENCH MARK DISK
 TE1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1238_STAMPING: P 256 1963
 TE1238_MARK LOGO: CGS   
 TE1238_PROJECTION: PROJECTING 1 CENTIMETERS
 TE1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1238+STABILITY: SURFACE MOTION
 TE1238
 TE1238  HISTORY     - Date     Condition        Report By
 TE1238  HISTORY     - 1963     MONUMENTED       CGS
 TE1238  HISTORY     - 1982     GOOD             NGS
 TE1238
 TE1238                          STATION DESCRIPTION
 TE1238
 TE1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE1238'6.2 MI W FROM CHURCHES FERRY.
 TE1238'ABOUT 6.2 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE1238'AT CHURCHES FERRY, ABOUT 1.2 MILES EAST OF THE FLAG STATION AT NILES,
 TE1238'ABOUT 0.2 MILE WEST OF MILEPOST 110, BETWEEN THE TRACK AND U.S.
 TE1238'HIGHWAY 2, 67 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 50.8 FEET
 TE1238'SOUTH OF THE SOUTH RAIL, 3.5 FEET EAST OF THE SEVENTH TELEPHONE POLE
 TE1238'WEST OF THE MILEPOST AND IN LINE WITH A ROW OF POLES, 2.2 FEET WEST OF
 TE1238'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 TE1238'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE1238
 TE1238                          STATION RECOVERY (1982)
 TE1238
 TE1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1238'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TE1238'0.1 KM (0.05 MI) SOUTH ON HOWERY AVENUE FROM THE POST OFFICE IN
 TE1238'LEEDS TO THE INTERSECTION OF U.S. HIGHWAY 2, THENCE 9.25 KM (5.75 MI)
 TE1238'EAST ALONG HIGHWAY 2 TO THE MARK AT WITNESS POST, 20.4 METERS
 TE1238'(67.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 2, AND 15.4 METERS
 TE1238'(50.8 FT) SOUTH OF THE SOUTH RAIL OF TRACKS.
 TE1238'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 TE1238'THE MARK IS 0.9 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0404 ***********************************************************************
 TE0404  DESIGNATION -  P 257
 TE0404  PID         -  TE0404
 TE0404  STATE/COUNTY-  ND/RAMSEY
 TE0404  USGS QUAD   -  BARTLETT (1970)
 TE0404
 TE0404                         *CURRENT SURVEY CONTROL
 TE0404  ___________________________________________________________________
 TE0404* NAD 83(1986)-  48 02 47.     (N)    098 25 21.     (W)     SCALED    
 TE0404* NAVD 88     -       464.810  (meters)    1524.96   (feet)  ADJUSTED  
 TE0404  ___________________________________________________________________
 TE0404  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 TE0404  DYNAMIC HT  -         464.888 (meters)    1525.22  (feet)  COMP
 TE0404  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 TE0404
 TE0404  VERT ORDER  -  FIRST     CLASS II
 TE0404
 TE0404.The horizontal coordinates were scaled from a topographic map and have
 TE0404.an estimated accuracy of +/- 6 seconds.
 TE0404
 TE0404.The orthometric height was determined by differential leveling
 TE0404.and adjusted by the National Geodetic Survey in June 1991..
 TE0404.WARNING-Repeat measurements at this control monument indicate possible
 TE0404.vertical movement.
 TE0404
 TE0404.The geoid height was determined by GEOID03.
 TE0404
 TE0404.The dynamic height is computed by dividing the NAVD 88
 TE0404.geopotential number by the normal gravity value computed on the
 TE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0404.degrees latitude (g = 980.6199 gals.).
 TE0404
 TE0404.The modeled gravity was interpolated from observed gravity values.
 TE0404
 TE0404;                    North         East    Units  Estimated Accuracy
 TE0404;SPC ND N     -   118,430.      754,870.      MT  (+/- 180 meters Scaled)
 TE0404
 TE0404                          SUPERSEDED SURVEY CONTROL
 TE0404
 TE0404  NGVD 29 (??/??/92)  464.428  (m)         1523.71   (f) ADJ UNCH    1 2
 TE0404
 TE0404.Superseded values are not recommended for survey control.
 TE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0404.See file dsdata.txt to determine how the superseded data were derived.
 TE0404
 TE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU430216(NAD 83)
 TE0404_MARKER: DB = BENCH MARK DISK
 TE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0404_STAMPING: P 257 1963
 TE0404_MARK LOGO: CGS   
 TE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0404+STABILITY: SURFACE MOTION
 TE0404
 TE0404  HISTORY     - Date     Condition        Report By
 TE0404  HISTORY     - 1963     MONUMENTED       CGS
 TE0404  HISTORY     - 1982     GOOD             NGS
 TE0404
 TE0404                          STATION DESCRIPTION
 TE0404
 TE0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0404'0.3 MI E FROM BARTLETT.
 TE0404'0.3 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0404'BARTLETT, IN S 25, R 61 W, T 153 N, ABOUT 0.3 MILE WEST OF MILEPOST
 TE0404'64, 75.5 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A GRAVELED
 TE0404'ROAD THAT FOLLOWS THE RAMSEY-NELSON COUNTY LINE, 57.5 FEET WEST OF THE
 TE0404'CENTERLINE OF THE ROAD, 41.3 FEET NORTH OF THE NORTH RAIL, 1.5 FEET
 TE0404'WEST OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 1.4 FEET
 TE0404'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0404'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0404
 TE0404                          STATION RECOVERY (1982)
 TE0404
 TE0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE0404'RECOVERED THIS DATE, CHANGE GREAT NORTHERN TO BURLINGTON NORTHERN.
 TE0404'TOO FAR OFF LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0354 ***********************************************************************
 TE0354  DESIGNATION -  P 258
 TE0354  PID         -  TE0354
 TE0354  STATE/COUNTY-  ND/RAMSEY
 TE0354  USGS QUAD   -  LAWTON (1972)
 TE0354
 TE0354                         *CURRENT SURVEY CONTROL
 TE0354  ___________________________________________________________________
 TE0354* NAD 83(1986)-  48 18 09.     (N)    098 22 08.     (W)     SCALED    
 TE0354* NAVD 88     -       462.810  (meters)    1518.40   (feet)  ADJUSTED  
 TE0354  ___________________________________________________________________
 TE0354  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 TE0354  DYNAMIC HT  -         462.899 (meters)    1518.69  (feet)  COMP
 TE0354  MODELED GRAV-     980,790.8   (mgal)                       NAVD 88
 TE0354
 TE0354  VERT ORDER  -  SECOND    CLASS 0
 TE0354
 TE0354.The horizontal coordinates were scaled from a topographic map and have
 TE0354.an estimated accuracy of +/- 6 seconds.
 TE0354
 TE0354.The orthometric height was determined by differential leveling
 TE0354.and adjusted by the National Geodetic Survey in June 1991..
 TE0354
 TE0354.The geoid height was determined by GEOID03.
 TE0354
 TE0354.The dynamic height is computed by dividing the NAVD 88
 TE0354.geopotential number by the normal gravity value computed on the
 TE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0354.degrees latitude (g = 980.6199 gals.).
 TE0354
 TE0354.The modeled gravity was interpolated from observed gravity values.
 TE0354
 TE0354;                    North         East    Units  Estimated Accuracy
 TE0354;SPC ND N     -   147,000.      758,070.      MT  (+/- 180 meters Scaled)
 TE0354
 TE0354                          SUPERSEDED SURVEY CONTROL
 TE0354
 TE0354  NGVD 29 (??/??/92)  462.439  (m)         1517.19   (f) ADJ UNCH    2 0
 TE0354
 TE0354.Superseded values are not recommended for survey control.
 TE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0354.See file dsdata.txt to determine how the superseded data were derived.
 TE0354
 TE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU468501(NAD 83)
 TE0354_MARKER: DB = BENCH MARK DISK
 TE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0354_STAMPING: P 258 1963
 TE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0354+STABILITY: SURFACE MOTION
 TE0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0354+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1999
 TE0354
 TE0354  HISTORY     - Date     Condition        Report By
 TE0354  HISTORY     - 1963     MONUMENTED       CGS
 TE0354  HISTORY     - 1964     GOOD             NGS
 TE0354  HISTORY     - 19990607 GOOD             NDWC
 TE0354
 TE0354                          STATION DESCRIPTION
 TE0354
 TE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0354'IN LAWTON.
 TE0354'AT LAWTON, IN S 28, R 60 W, T 156 N, 95.5 FEET SOUTH OF THE SOUTHWEST
 TE0354'CORNER OF THE GREAT NORTHERN RAILWAY STATION, 73.0 FEET NORTHEAST OF
 TE0354'THE CENTER OF THE CROSSING OF COUNTY ROAD 8, 16.2 FEET EAST OF THE
 TE0354'EAST RAIL, 4.0 FEET NORTH OF A TELEGRAPH POLE, 1.4 FEET SOUTH OF A
 TE0354'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET
 TE0354'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 TE0354
 TE0354                          STATION RECOVERY (1964)
 TE0354
 TE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TE0354'RECOVERED IN GOOD CONDITION.
 TE0354
 TE0354                          STATION RECOVERY (1999)
 TE0354
 TE0354'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 1999 (TD)
 TE0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0939 ***********************************************************************
 TE0939  DESIGNATION -  P 259
 TE0939  PID         -  TE0939
 TE0939  STATE/COUNTY-  ND/CAVALIER
 TE0939  USGS QUAD   -  HAMPDEN (1970)
 TE0939
 TE0939                         *CURRENT SURVEY CONTROL
 TE0939  ___________________________________________________________________
 TE0939* NAD 83(1986)-  48 34 53.     (N)    098 42 32.     (W)     SCALED    
 TE0939* NAVD 88     -       480.001  (meters)    1574.80   (feet)  ADJUSTED  
 TE0939  ___________________________________________________________________
 TE0939  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 TE0939  DYNAMIC HT  -         480.099 (meters)    1575.12  (feet)  COMP
 TE0939  MODELED GRAV-     980,799.7   (mgal)                       NAVD 88
 TE0939
 TE0939  VERT ORDER  -  SECOND    CLASS 0
 TE0939
 TE0939.The horizontal coordinates were scaled from a topographic map and have
 TE0939.an estimated accuracy of +/- 6 seconds.
 TE0939
 TE0939.The orthometric height was determined by differential leveling
 TE0939.and adjusted by the National Geodetic Survey in June 1991..
 TE0939
 TE0939.The geoid height was determined by GEOID03.
 TE0939
 TE0939.The dynamic height is computed by dividing the NAVD 88
 TE0939.geopotential number by the normal gravity value computed on the
 TE0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0939.degrees latitude (g = 980.6199 gals.).
 TE0939
 TE0939.The modeled gravity was interpolated from observed gravity values.
 TE0939
 TE0939;                    North         East    Units  Estimated Accuracy
 TE0939;SPC ND N     -   177,360.      732,140.      MT  (+/- 180 meters Scaled)
 TE0939
 TE0939                          SUPERSEDED SURVEY CONTROL
 TE0939
 TE0939  NGVD 29 (??/??/92)  479.606  (m)         1573.51   (f) ADJ UNCH    2 0
 TE0939
 TE0939.Superseded values are not recommended for survey control.
 TE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0939.See file dsdata.txt to determine how the superseded data were derived.
 TE0939
 TE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU214809(NAD 83)
 TE0939_MARKER: DB = BENCH MARK DISK
 TE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0939_STAMPING: P 259 1963
 TE0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0939+STABILITY: SURFACE MOTION
 TE0939
 TE0939  HISTORY     - Date     Condition        Report By
 TE0939  HISTORY     - 1963     MONUMENTED       CGS
 TE0939
 TE0939                          STATION DESCRIPTION
 TE0939
 TE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0939'3.9 MI NW FROM HAMPDEN.
 TE0939'ABOUT 3.9 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0939'STATION AT HAMPDEN, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST 44, 102 FEET
 TE0939'SOUTH OF THE CENTER OF A DIRT ROAD CROSSING, 39.5 FEET SOUTHWEST OF
 TE0939'THE SOUTHWEST RAIL, 36.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 4.0
 TE0939'FEET NORTHWEST OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES,
 TE0939'1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0939'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0939'INCHES, IN S 19, R 62 W, T 159 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0087 ***********************************************************************
 RQ0087  DESIGNATION -  P 26
 RQ0087  PID         -  RQ0087
 RQ0087  STATE/COUNTY-  ND/DICKEY
 RQ0087  USGS QUAD   -  GLOVER (1952)
 RQ0087
 RQ0087                         *CURRENT SURVEY CONTROL
 RQ0087  ___________________________________________________________________
 RQ0087* NAD 83(1986)-  46 13 33.     (N)    098 07 37.     (W)     SCALED    
 RQ0087* NAVD 88     -       416.219  (meters)    1365.55   (feet)  ADJUSTED  
 RQ0087  ___________________________________________________________________
 RQ0087  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 RQ0087  DYNAMIC HT  -         416.219 (meters)    1365.55  (feet)  COMP
 RQ0087  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RQ0087
 RQ0087  VERT ORDER  -  FIRST     CLASS II
 RQ0087
 RQ0087.The horizontal coordinates were scaled from a topographic map and have
 RQ0087.an estimated accuracy of +/- 6 seconds.
 RQ0087
 RQ0087.The orthometric height was determined by differential leveling
 RQ0087.and adjusted by the National Geodetic Survey in June 1991..
 RQ0087
 RQ0087.The geoid height was determined by GEOID03.
 RQ0087
 RQ0087.The dynamic height is computed by dividing the NAVD 88
 RQ0087.geopotential number by the normal gravity value computed on the
 RQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0087.degrees latitude (g = 980.6199 gals.).
 RQ0087
 RQ0087.The modeled gravity was interpolated from observed gravity values.
 RQ0087
 RQ0087;                    North         East    Units  Estimated Accuracy
 RQ0087;SPC ND S     -    64,920.      783,050.      MT  (+/- 180 meters Scaled)
 RQ0087
 RQ0087                          SUPERSEDED SURVEY CONTROL
 RQ0087
 RQ0087  NGVD 29 (??/??/92)  415.888  (m)         1364.46   (f) ADJ UNCH    1 2
 RQ0087
 RQ0087.Superseded values are not recommended for survey control.
 RQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0087.See file dsdata.txt to determine how the superseded data were derived.
 RQ0087
 RQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS673195(NAD 83)
 RQ0087_MARKER: DB = BENCH MARK DISK
 RQ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0087_STAMPING: P 26 1934
 RQ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0087+STABILITY: SURFACE MOTION
 RQ0087
 RQ0087  HISTORY     - Date     Condition        Report By
 RQ0087  HISTORY     - 1934     MONUMENTED       CGS
 RQ0087
 RQ0087                          STATION DESCRIPTION
 RQ0087
 RQ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0087'1.2 MI SE FROM GLOVER.
 RQ0087'1.2 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0087'STATION AT GLOVER, DICKEY COUNTY, ABOUT 2 POLES NORTHWEST OF MILEPOST
 RQ0087'9, AT A ROAD CROSSING, 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RQ0087'ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND 3 FEET
 RQ0087'SOUTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED P 26
 RQ0087'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0741 ***********************************************************************
 TE0741  DESIGNATION -  P 260
 TE0741  PID         -  TE0741
 TE0741  STATE/COUNTY-  ND/RAMSEY
 TE0741  USGS QUAD   -  DERRICK NW (1994)
 TE0741
 TE0741                         *CURRENT SURVEY CONTROL
 TE0741  ___________________________________________________________________
 TE0741* NAD 83(1986)-  48 29 08.     (N)    098 41 42.     (W)     SCALED    
 TE0741* NAVD 88     -       468.722  (meters)    1537.80   (feet)  ADJUSTED  
 TE0741  ___________________________________________________________________
 TE0741  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 TE0741  DYNAMIC HT  -         468.814 (meters)    1538.10  (feet)  COMP
 TE0741  MODELED GRAV-     980,793.1   (mgal)                       NAVD 88
 TE0741
 TE0741  VERT ORDER  -  SECOND    CLASS 0
 TE0741
 TE0741.The horizontal coordinates were scaled from a topographic map and have
 TE0741.an estimated accuracy of +/- 6 seconds.
 TE0741
 TE0741.The orthometric height was determined by differential leveling
 TE0741.and adjusted by the National Geodetic Survey in June 1991..
 TE0741
 TE0741.The geoid height was determined by GEOID03.
 TE0741
 TE0741.The dynamic height is computed by dividing the NAVD 88
 TE0741.geopotential number by the normal gravity value computed on the
 TE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0741.degrees latitude (g = 980.6199 gals.).
 TE0741
 TE0741.The modeled gravity was interpolated from observed gravity values.
 TE0741
 TE0741;                    North         East    Units  Estimated Accuracy
 TE0741;SPC ND N     -   166,730.      733,410.      MT  (+/- 180 meters Scaled)
 TE0741
 TE0741                          SUPERSEDED SURVEY CONTROL
 TE0741
 TE0741.No superseded survey control is available for this station.
 TE0741
 TE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU225703(NAD 83)
 TE0741_MARKER: DB = BENCH MARK DISK
 TE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0741_STAMPING: P 260 1963
 TE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0741+STABILITY: SURFACE MOTION
 TE0741
 TE0741  HISTORY     - Date     Condition        Report By
 TE0741  HISTORY     - 1963     MONUMENTED       CGS
 TE0741
 TE0741                          STATION DESCRIPTION
 TE0741
 TE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0741'6.6 MI W FROM DERRICK.
 TE0741'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0741'STATION AT DERRICK, THENCE 5.8 MILES WEST ALONG COUNTY ROAD 9, IN S
 TE0741'30, R 62 W, T 158 N, ABOUT 0.3 MILE WEST OF A GRAVELED ROAD
 TE0741'INTERSECTION, 169 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING
 TE0741'SOUTH TO A CULTIVATED FIELD, 70 FEET SOUTH OF THE CENTERLINE OF THE
 TE0741'ROAD, 4.5 FEET NORTHEAST OF A POWER POLE, 2.0 FEET NORTH OF A FENCE,
 TE0741'1.7 FEET WEST OF AA METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 TE0741'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0399 ***********************************************************************
 SL0399  DESIGNATION -  P 261
 SL0399  PID         -  SL0399
 SL0399  STATE/COUNTY-  ND/GRAND FORKS
 SL0399  USGS QUAD   -  EMERADO (1979)
 SL0399
 SL0399                         *CURRENT SURVEY CONTROL
 SL0399  ___________________________________________________________________
 SL0399* NAD 83(1986)-  47 55 03.     (N)    097 22 13.     (W)     SCALED    
 SL0399* NAVD 88     -       275.775  (meters)     904.77   (feet)  ADJUSTED  
 SL0399  ___________________________________________________________________
 SL0399  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0399  DYNAMIC HT  -         275.822 (meters)     904.93  (feet)  COMP
 SL0399  MODELED GRAV-     980,774.7   (mgal)                       NAVD 88
 SL0399
 SL0399  VERT ORDER  -  FIRST     CLASS II
 SL0399
 SL0399.The horizontal coordinates were scaled from a topographic map and have
 SL0399.an estimated accuracy of +/- 6 seconds.
 SL0399
 SL0399.The orthometric height was determined by differential leveling
 SL0399.and adjusted by the National Geodetic Survey in June 1991..
 SL0399.WARNING-Repeat measurements at this control monument indicate possible
 SL0399.vertical movement.
 SL0399
 SL0399.The geoid height was determined by GEOID03.
 SL0399
 SL0399.The dynamic height is computed by dividing the NAVD 88
 SL0399.geopotential number by the normal gravity value computed on the
 SL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0399.degrees latitude (g = 980.6199 gals.).
 SL0399
 SL0399.The modeled gravity was interpolated from observed gravity values.
 SL0399
 SL0399;                    North         East    Units  Estimated Accuracy
 SL0399;SPC ND N     -   106,760.      833,850.      MT  (+/- 180 meters Scaled)
 SL0399
 SL0399                          SUPERSEDED SURVEY CONTROL
 SL0399
 SL0399  NGVD 29 (??/??/92)  275.315  (m)          903.26   (f) ADJ UNCH    1 2
 SL0399
 SL0399.Superseded values are not recommended for survey control.
 SL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0399.See file dsdata.txt to determine how the superseded data were derived.
 SL0399
 SL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU217084(NAD 83)
 SL0399_MARKER: DB = BENCH MARK DISK
 SL0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0399_SP_SET: BUILDING
 SL0399_STAMPING: P 261 1963
 SL0399_MARK LOGO: CGS   
 SL0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0399
 SL0399  HISTORY     - Date     Condition        Report By
 SL0399  HISTORY     - 1963     MONUMENTED       CGS
 SL0399  HISTORY     - 1981     GOOD             NGS
 SL0399
 SL0399                          STATION DESCRIPTION
 SL0399
 SL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0399'IN EMERADO.
 SL0399'AT EMERADO, SET IN THE TOP OF THE CONCRETE BASE FOR THE FLAG POLE AT
 SL0399'THE POST OFFICE, IN S 12, R 51 W, T 151 N, 4.6 FEET EAST OF THE
 SL0399'NORTHEAST CORNER OF THE BUILDING, 0.8 FOOT WEST OF THE FLAG POLE, AND
 SL0399'ABOUT LEVEL WITH MAIN STREET.
 SL0399
 SL0399                          STATION RECOVERY (1981)
 SL0399
 SL0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0799 ***********************************************************************
 SL0799  DESIGNATION -  P 262
 SL0799  PID         -  SL0799
 SL0799  STATE/COUNTY-  ND/GRAND FORKS
 SL0799  USGS QUAD   -  LARIMORE EAST (1963)
 SL0799
 SL0799                         *CURRENT SURVEY CONTROL
 SL0799  ___________________________________________________________________
 SL0799* NAD 83(1986)-  47 55 09.     (N)    097 30 56.     (W)     SCALED    
 SL0799* NAVD 88     -       312.472  (meters)    1025.17   (feet)  ADJUSTED  
 SL0799  ___________________________________________________________________
 SL0799  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 SL0799  DYNAMIC HT  -         312.525 (meters)    1025.34  (feet)  COMP
 SL0799  MODELED GRAV-     980,772.7   (mgal)                       NAVD 88
 SL0799
 SL0799  VERT ORDER  -  FIRST     CLASS II
 SL0799
 SL0799.The horizontal coordinates were scaled from a topographic map and have
 SL0799.an estimated accuracy of +/- 6 seconds.
 SL0799
 SL0799.The orthometric height was determined by differential leveling
 SL0799.and adjusted by the National Geodetic Survey in June 1991..
 SL0799
 SL0799.The geoid height was determined by GEOID03.
 SL0799
 SL0799.The dynamic height is computed by dividing the NAVD 88
 SL0799.geopotential number by the normal gravity value computed on the
 SL0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0799.degrees latitude (g = 980.6199 gals.).
 SL0799
 SL0799.The modeled gravity was interpolated from observed gravity values.
 SL0799
 SL0799;                    North         East    Units  Estimated Accuracy
 SL0799;SPC ND N     -   106,520.      822,990.      MT  (+/- 180 meters Scaled)
 SL0799
 SL0799                          SUPERSEDED SURVEY CONTROL
 SL0799
 SL0799  NGVD 29 (??/??/92)  312.111  (m)         1023.98   (f) ADJ UNCH    1 2
 SL0799
 SL0799.Superseded values are not recommended for survey control.
 SL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0799.See file dsdata.txt to determine how the superseded data were derived.
 SL0799
 SL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU109083(NAD 83)
 SL0799_MARKER: DB = BENCH MARK DISK
 SL0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0799_STAMPING: P 262 1963
 SL0799_MARK LOGO: CGS   
 SL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0799+STABILITY: SURFACE MOTION
 SL0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0799+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 SL0799
 SL0799  HISTORY     - Date     Condition        Report By
 SL0799  HISTORY     - 1963     MONUMENTED       CGS
 SL0799  HISTORY     - 1981     GOOD             NGS
 SL0799  HISTORY     - 20001011 GOOD             AFFSA
 SL0799
 SL0799                          STATION DESCRIPTION
 SL0799
 SL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0799'0.75 MI W FROM ARVILLA.
 SL0799'ABOUT 0.75 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0799'AT ARVILLA, IN S 1, R 54 W, T 151 N, AT THE FIRST POLE EAST OF A ROAD
 SL0799'CROSSING, 88 FEET SOUTH OF THE CENTERLINE OF A GRAVELED COUNTY ROAD,
 SL0799'38.5 FEET NORTH OF THE NORTH RAIL, 6.5 FEET WEST OF MILEPOLE 19, 1.5
 SL0799'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SL0799'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 SL0799
 SL0799                          STATION RECOVERY (1981)
 SL0799
 SL0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0799'RECOVERED THIS DATE, OMIT GREAT NORTHERN RAILWAY FROM THE STATION
 SL0799'IN ARVILLA, ADD BURLINGTON NORTHERN RAILWAY FROM THE POST OFFICE IN
 SL0799'ARVILLA.
 SL0799
 SL0799                          STATION RECOVERY (2000)
 SL0799
 SL0799'RECOVERY NOTE BY US AIR FORCE FLIGHT STANDARDS AGENCY 2000 (WH)
 SL0799'ROAD IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0832 ***********************************************************************
 SL0832  DESIGNATION -  P 263
 SL0832  PID         -  SL0832
 SL0832  STATE/COUNTY-  ND/NELSON
 SL0832  USGS QUAD   -  LAKE PICKARD (1971)
 SL0832
 SL0832                         *CURRENT SURVEY CONTROL
 SL0832  ___________________________________________________________________
 SL0832* NAD 83(1986)-  47 59 46.     (N)    097 53 11.     (W)     SCALED    
 SL0832* NAVD 88     -       445.599  (meters)    1461.94   (feet)  ADJUSTED  
 SL0832  ___________________________________________________________________
 SL0832  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0832  DYNAMIC HT  -         445.672 (meters)    1462.18  (feet)  COMP
 SL0832  MODELED GRAV-     980,761.4   (mgal)                       NAVD 88
 SL0832
 SL0832  VERT ORDER  -  FIRST     CLASS II
 SL0832
 SL0832.The horizontal coordinates were scaled from a topographic map and have
 SL0832.an estimated accuracy of +/- 6 seconds.
 SL0832
 SL0832.The orthometric height was determined by differential leveling
 SL0832.and adjusted by the National Geodetic Survey in June 1991..
 SL0832
 SL0832.The geoid height was determined by GEOID03.
 SL0832
 SL0832.The dynamic height is computed by dividing the NAVD 88
 SL0832.geopotential number by the normal gravity value computed on the
 SL0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0832.degrees latitude (g = 980.6199 gals.).
 SL0832
 SL0832.The modeled gravity was interpolated from observed gravity values.
 SL0832
 SL0832;                    North         East    Units  Estimated Accuracy
 SL0832;SPC ND N     -   114,060.      795,010.      MT  (+/- 180 meters Scaled)
 SL0832
 SL0832                          SUPERSEDED SURVEY CONTROL
 SL0832
 SL0832  NGVD 29 (??/??/92)  445.225  (m)         1460.71   (f) ADJ UNCH    1 2
 SL0832
 SL0832.Superseded values are not recommended for survey control.
 SL0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0832.See file dsdata.txt to determine how the superseded data were derived.
 SL0832
 SL0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU830164(NAD 83)
 SL0832_MARKER: DB = BENCH MARK DISK
 SL0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0832_STAMPING: P 263 1963
 SL0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0832+STABILITY: SURFACE MOTION
 SL0832
 SL0832  HISTORY     - Date     Condition        Report By
 SL0832  HISTORY     - 1963     MONUMENTED       CGS
 SL0832  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0832
 SL0832                          STATION DESCRIPTION
 SL0832
 SL0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0832'0.7 MI W FROM NIAGARA.
 SL0832'ABOUT 0.7 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0832'AT NIAGARA, IN S 12, R 56 W, T 152 N, 57.5 FEET NORTH OF THE NORTH
 SL0832'RAIL, 43.5 FEET NORTH OF MILEPOST 39, 5.0 FEET EAST OF A TELEGRAPH
 SL0832'POLE BRACED BY A GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS POST,
 SL0832'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 SL0832'CONCRETE POST PROJECTING 0.5 FOOT.
 SL0832
 SL0832                          STATION RECOVERY (1982)
 SL0832
 SL0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0832'NOT RECOVERED, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0605 ***********************************************************************
 TE0605  DESIGNATION -  P 264
 TE0605  PID         -  TE0605
 TE0605  STATE/COUNTY-  ND/NELSON
 TE0605  USGS QUAD   -  MICHIGAN WEST (1983)
 TE0605
 TE0605                         *CURRENT SURVEY CONTROL
 TE0605  ___________________________________________________________________
 TE0605* NAD 83(1986)-  48 05 38.     (N)    098 13 36.     (W)     SCALED    
 TE0605* NAVD 88     -       460.412  (meters)    1510.54   (feet)  ADJUSTED  
 TE0605  ___________________________________________________________________
 TE0605  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 TE0605  DYNAMIC HT  -         460.488 (meters)    1510.78  (feet)  COMP
 TE0605  MODELED GRAV-     980,761.9   (mgal)                       NAVD 88
 TE0605
 TE0605  VERT ORDER  -  SECOND    CLASS 0
 TE0605
 TE0605.The horizontal coordinates were scaled from a topographic map and have
 TE0605.an estimated accuracy of +/- 6 seconds.
 TE0605
 TE0605.The orthometric height was determined by differential leveling
 TE0605.and adjusted by the National Geodetic Survey in June 1991..
 TE0605
 TE0605.The geoid height was determined by GEOID03.
 TE0605
 TE0605.The dynamic height is computed by dividing the NAVD 88
 TE0605.geopotential number by the normal gravity value computed on the
 TE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0605.degrees latitude (g = 980.6199 gals.).
 TE0605
 TE0605.The modeled gravity was interpolated from observed gravity values.
 TE0605
 TE0605;                    North         East    Units  Estimated Accuracy
 TE0605;SPC ND N     -   124,120.      769,310.      MT  (+/- 180 meters Scaled)
 TE0605
 TE0605                          SUPERSEDED SURVEY CONTROL
 TE0605
 TE0605  NGVD 29 (??/??/92)  460.033  (m)         1509.29   (f) ADJ UNCH    2 0
 TE0605
 TE0605.Superseded values are not recommended for survey control.
 TE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0605.See file dsdata.txt to determine how the superseded data were derived.
 TE0605
 TE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU575270(NAD 83)
 TE0605_MARKER: DB = BENCH MARK DISK
 TE0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0605_STAMPING: P 264 1963
 TE0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0605+STABILITY: SURFACE MOTION
 TE0605
 TE0605  HISTORY     - Date     Condition        Report By
 TE0605  HISTORY     - 1963     MONUMENTED       CGS
 TE0605
 TE0605                          STATION DESCRIPTION
 TE0605
 TE0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0605'4.5 MI N FROM MAPES.
 TE0605'ABOUT 0.2 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0605'AT MAPES, THENCE 4.3 MILES NORTH ALONG GRAVELED COUNTY ROAD 22, IN S
 TE0605'9, R 59 W, T 153 N, 99 FEET SOUTHWEST OF THE CENTER OF THE
 TE0605'INTERSECTION OF AN EAST-WEST ROAD, 79 FEET WEST OF THE CENTERLINE OF
 TE0605'THE ROAD, 57.5 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.0
 TE0605'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 TE0605'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 TE0605'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0463 ***********************************************************************
 TE0463  DESIGNATION -  P 265
 TE0463  PID         -  TE0463
 TE0463  STATE/COUNTY-  ND/WALSH
 TE0463  USGS QUAD   -  ADAMS SW (1972)
 TE0463
 TE0463                         *CURRENT SURVEY CONTROL
 TE0463  ___________________________________________________________________
 TE0463* NAD 83(1986)-  48 17 26.     (N)    098 13 37.     (W)     SCALED    
 TE0463* NAVD 88     -       466.951  (meters)    1531.99   (feet)  ADJUSTED  
 TE0463  ___________________________________________________________________
 TE0463  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0463  DYNAMIC HT  -         467.039 (meters)    1532.28  (feet)  COMP
 TE0463  MODELED GRAV-     980,784.6   (mgal)                       NAVD 88
 TE0463
 TE0463  VERT ORDER  -  SECOND    CLASS 0
 TE0463
 TE0463.The horizontal coordinates were scaled from a topographic map and have
 TE0463.an estimated accuracy of +/- 6 seconds.
 TE0463
 TE0463.The orthometric height was determined by differential leveling
 TE0463.and adjusted by the National Geodetic Survey in June 1991..
 TE0463
 TE0463.The geoid height was determined by GEOID03.
 TE0463
 TE0463.The dynamic height is computed by dividing the NAVD 88
 TE0463.geopotential number by the normal gravity value computed on the
 TE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0463.degrees latitude (g = 980.6199 gals.).
 TE0463
 TE0463.The modeled gravity was interpolated from observed gravity values.
 TE0463
 TE0463;                    North         East    Units  Estimated Accuracy
 TE0463;SPC ND N     -   145,980.      768,640.      MT  (+/- 180 meters Scaled)
 TE0463
 TE0463                          SUPERSEDED SURVEY CONTROL
 TE0463
 TE0463  NGVD 29 (??/??/92)  466.577  (m)         1530.76   (f) ADJ UNCH    2 0
 TE0463
 TE0463.Superseded values are not recommended for survey control.
 TE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0463.See file dsdata.txt to determine how the superseded data were derived.
 TE0463
 TE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU573488(NAD 83)
 TE0463_MARKER: DB = BENCH MARK DISK
 TE0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0463_STAMPING: P 265 1963
 TE0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0463+STABILITY: SURFACE MOTION
 TE0463
 TE0463  HISTORY     - Date     Condition        Report By
 TE0463  HISTORY     - 1963     MONUMENTED       CGS
 TE0463
 TE0463                          STATION DESCRIPTION
 TE0463
 TE0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0463'9.1 MI N FROM PELTO.
 TE0463'ABOUT 9.1 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0463'CROSSING AT PELTO, IN S 33, R 59 W, T 156 N, ON THE NORTH SLOPE OF A
 TE0463'SMALL HILL, 77 FEET WEST OF THE CENTERLINE OF THE ROAD, 6.5 FEET NORTH
 TE0463'OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4
 TE0463'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0463'POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0460 ***********************************************************************
 TE0460  DESIGNATION -  P 266
 TE0460  PID         -  TE0460
 TE0460  STATE/COUNTY-  ND/WALSH
 TE0460  USGS QUAD   -  ADAMS SW (1972)
 TE0460
 TE0460                         *CURRENT SURVEY CONTROL
 TE0460  ___________________________________________________________________
 TE0460* NAD 83(1986)-  48 15 10.     (N)    098 13 38.     (W)     SCALED    
 TE0460* NAVD 88     -       466.232  (meters)    1529.63   (feet)  ADJUSTED  
 TE0460  ___________________________________________________________________
 TE0460  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0460  DYNAMIC HT  -         466.317 (meters)    1529.91  (feet)  COMP
 TE0460  MODELED GRAV-     980,778.6   (mgal)                       NAVD 88
 TE0460
 TE0460  VERT ORDER  -  SECOND    CLASS 0
 TE0460
 TE0460.The horizontal coordinates were scaled from a topographic map and have
 TE0460.an estimated accuracy of +/- 6 seconds.
 TE0460
 TE0460.The orthometric height was determined by differential leveling
 TE0460.and adjusted by the National Geodetic Survey in June 1991..
 TE0460
 TE0460.The geoid height was determined by GEOID03.
 TE0460
 TE0460.The dynamic height is computed by dividing the NAVD 88
 TE0460.geopotential number by the normal gravity value computed on the
 TE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0460.degrees latitude (g = 980.6199 gals.).
 TE0460
 TE0460.The modeled gravity was interpolated from observed gravity values.
 TE0460
 TE0460;                    North         East    Units  Estimated Accuracy
 TE0460;SPC ND N     -   141,780.      768,740.      MT  (+/- 180 meters Scaled)
 TE0460
 TE0460                          SUPERSEDED SURVEY CONTROL
 TE0460
 TE0460  NGVD 29 (??/??/92)  465.856  (m)         1528.40   (f) ADJ UNCH    2 0
 TE0460
 TE0460.Superseded values are not recommended for survey control.
 TE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0460.See file dsdata.txt to determine how the superseded data were derived.
 TE0460
 TE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU573446(NAD 83)
 TE0460_MARKER: DB = BENCH MARK DISK
 TE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0460_STAMPING: P 266 1963
 TE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0460+STABILITY: SURFACE MOTION
 TE0460
 TE0460  HISTORY     - Date     Condition        Report By
 TE0460  HISTORY     - 1963     MONUMENTED       CGS
 TE0460
 TE0460                          STATION DESCRIPTION
 TE0460
 TE0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0460'6.5 MI N FROM PELTO.
 TE0460'ABOUT 6.5 MILES NORTH ALONG GRAVELED COUNTY ROAD 22 FROM THE RAILROAD
 TE0460'CROSSING AT PELTO, IN S 10, R 59 W, T 155 N, 90 FEET NORTHEAST OF THE
 TE0460'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 75 FEET NORTH OF THE
 TE0460'CENTERLINE OF THE EAST-WEST ROAD, 53 FEET EAST OF THE CENTERLINE OF
 TE0460'THE NORTH-SOUTH ROAD, 5.0 FEET WEST OF A POWER POLE BRACED BY A GUY
 TE0460'WIRE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 TE0460'LEVEL OF THE NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0460'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0633 ***********************************************************************
 TE0633  DESIGNATION -  P 267 RESET
 TE0633  PID         -  TE0633
 TE0633  STATE/COUNTY-  ND/NELSON
 TE0633  USGS QUAD   -  WHITMAN (1971)
 TE0633
 TE0633                         *CURRENT SURVEY CONTROL
 TE0633  ___________________________________________________________________
 TE0633* NAD 83(1986)-  48 08 11.     (N)    098 07 09.     (W)     SCALED    
 TE0633* NAVD 88     -       464.57   (+/-2cm)    1524.2    (feet)  VERTCON   
 TE0633  ___________________________________________________________________
 TE0633  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 TE0633
 TE0633  VERT ORDER  -  THIRD (See Below)
 TE0633
 TE0633.The horizontal coordinates were scaled from a topographic map and have
 TE0633.an estimated accuracy of +/- 6 seconds.
 TE0633
 TE0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0633.The vertical order pertains to the NGVD 29 superseded value.
 TE0633
 TE0633.The geoid height was determined by GEOID03.
 TE0633
 TE0633;                    North         East    Units  Estimated Accuracy
 TE0633;SPC ND N     -   129,080.      777,160.      MT  (+/- 180 meters Scaled)
 TE0633
 TE0633                          SUPERSEDED SURVEY CONTROL
 TE0633
 TE0633  NGVD 29 (??/??/??)  464.19   (m)         1522.9    (f) RESET       3  
 TE0633
 TE0633.Superseded values are not recommended for survey control.
 TE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0633.See file dsdata.txt to determine how the superseded data were derived.
 TE0633
 TE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU655318(NAD 83)
 TE0633_MARKER: DB = BENCH MARK DISK
 TE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0633_STAMPING: P 267 RESET 1968
 TE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0633+STABILITY: SURFACE MOTION
 TE0633
 TE0633  HISTORY     - Date     Condition        Report By
 TE0633  HISTORY     - 1968     MONUMENTED       CGS
 TE0633
 TE0633                          STATION DESCRIPTION
 TE0633
 TE0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TE0633'1.6 MI S FROM WHITMAN.
 TE0633'ABOUT 0.1 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE0633'WHITMAN, THENCE 1.5 MILES SOUTH ALONG STATE HIGHWAY 35, IN S 21, R 58
 TE0633'W, T 154 N, IN THE SOUTHEAST ANGLE OF A CROSSROAD, 100 FEET EAST OF
 TE0633'THE CENTER OF STATE HIGHWAY 35, 65 FEET SOUTH OF THE CENTER OF AN
 TE0633'EAST-WEST GRAVELED ROAD, 28 FEET SOUTH OF A CORNER FENCE POST, 2 FEET
 TE0633'WEST OF A FENCE, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE
 TE0633'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0590 ***********************************************************************
 TD0590  DESIGNATION -  P 268
 TD0590  PID         -  TD0590
 TD0590  STATE/COUNTY-  ND/NELSON
 TD0590  USGS QUAD   -  FORDVILLE SW (1971)
 TD0590
 TD0590                         *CURRENT SURVEY CONTROL
 TD0590  ___________________________________________________________________
 TD0590* NAD 83(1986)-  48 03 51.     (N)    097 59 23.     (W)     SCALED    
 TD0590* NAVD 88     -       464.364  (meters)    1523.50   (feet)  ADJUSTED  
 TD0590  ___________________________________________________________________
 TD0590  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 TD0590  DYNAMIC HT  -         464.445 (meters)    1523.77  (feet)  COMP
 TD0590  MODELED GRAV-     980,771.0   (mgal)                       NAVD 88
 TD0590
 TD0590  VERT ORDER  -  SECOND    CLASS 0
 TD0590
 TD0590.The horizontal coordinates were scaled from a topographic map and have
 TD0590.an estimated accuracy of +/- 6 seconds.
 TD0590
 TD0590.The orthometric height was determined by differential leveling
 TD0590.and adjusted by the National Geodetic Survey in June 1991..
 TD0590
 TD0590.The geoid height was determined by GEOID03.
 TD0590
 TD0590.The dynamic height is computed by dividing the NAVD 88
 TD0590.geopotential number by the normal gravity value computed on the
 TD0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0590.degrees latitude (g = 980.6199 gals.).
 TD0590
 TD0590.The modeled gravity was interpolated from observed gravity values.
 TD0590
 TD0590;                    North         East    Units  Estimated Accuracy
 TD0590;SPC ND N     -   121,360.      787,050.      MT  (+/- 180 meters Scaled)
 TD0590
 TD0590                          SUPERSEDED SURVEY CONTROL
 TD0590
 TD0590  NGVD 29 (??/??/92)  463.992  (m)         1522.28   (f) ADJ UNCH    2 0
 TD0590
 TD0590.Superseded values are not recommended for survey control.
 TD0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0590.See file dsdata.txt to determine how the superseded data were derived.
 TD0590
 TD0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU752239(NAD 83)
 TD0590_MARKER: DB = BENCH MARK DISK
 TD0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0590_STAMPING: P 268 1963
 TD0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0590+STABILITY: SURFACE MOTION
 TD0590
 TD0590  HISTORY     - Date     Condition        Report By
 TD0590  HISTORY     - 1963     MONUMENTED       CGS
 TD0590  HISTORY     - 1968     GOOD             USAF
 TD0590
 TD0590                          STATION DESCRIPTION
 TD0590
 TD0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TD0590'3.9 MI N FROM PETERSBURG.
 TD0590'ABOUT 0.1 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TD0590'AT PETERSBURG, THENCE 3.8 MILES NORTH ALONG A GRAVELED COUNTY ROAD, IN
 TD0590'S 21, R 57 W, T 153 N, 88 FEET SOUTHEAST OF THE CENTER OF THE
 TD0590'INTERSECTION OF AN EAST-WEST ROAD, 55 FEET EAST OF THE CENTERLINE OF
 TD0590'THE NORTH-SOUTH ROAD, 71 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 TD0590'ROAD, 4.0 FEET NORTH OF A POWER POLE BRACED BY A GUY WIRE, 4.0 FEET
 TD0590'EAST OF A FENCE, 6.0 FEET SOUTHEAST OF THE SOUTH END OF A GATE, 1.5
 TD0590'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH
 TD0590'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 TD0590'NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 2.9 MILES WEST ALONG THE
 TD0590'SOO LINE RAILROAD FROM THE STATION AT DAHLEN, THENCE 6.5 MILES SOUTH
 TD0590'ALONG A GRAVELED COUNTY ROAD.
 TD0590
 TD0590                          STATION RECOVERY (1968)
 TD0590
 TD0590'RECOVERY NOTE BY US AIR FORCE 1968
 TD0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0495 ***********************************************************************
 TD0495  DESIGNATION -  P 269
 TD0495  PID         -  TD0495
 TD0495  STATE/COUNTY-  ND/GRAND FORKS
 TD0495  USGS QUAD   -  INKSTER (1963)
 TD0495
 TD0495                         *CURRENT SURVEY CONTROL
 TD0495  ___________________________________________________________________
 TD0495* NAD 83(1986)-  48 09 05.     (N)    097 38 44.     (W)     SCALED    
 TD0495* NAVD 88     -       315.412  (meters)    1034.81   (feet)  ADJUSTED  
 TD0495  ___________________________________________________________________
 TD0495  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 TD0495  DYNAMIC HT  -         315.475 (meters)    1035.02  (feet)  COMP
 TD0495  MODELED GRAV-     980,799.8   (mgal)                       NAVD 88
 TD0495
 TD0495  VERT ORDER  -  SECOND    CLASS 0
 TD0495
 TD0495.The horizontal coordinates were scaled from a topographic map and have
 TD0495.an estimated accuracy of +/- 6 seconds.
 TD0495
 TD0495.The orthometric height was determined by differential leveling
 TD0495.and adjusted by the National Geodetic Survey in June 1991..
 TD0495
 TD0495.The geoid height was determined by GEOID03.
 TD0495
 TD0495.The dynamic height is computed by dividing the NAVD 88
 TD0495.geopotential number by the normal gravity value computed on the
 TD0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0495.degrees latitude (g = 980.6199 gals.).
 TD0495
 TD0495.The modeled gravity was interpolated from observed gravity values.
 TD0495
 TD0495;                    North         East    Units  Estimated Accuracy
 TD0495;SPC ND N     -   131,950.      812,330.      MT  (+/- 180 meters Scaled)
 TD0495
 TD0495                          SUPERSEDED SURVEY CONTROL
 TD0495
 TD0495  NGVD 29 (??/??/92)  315.068  (m)         1033.69   (f) ADJ UNCH    2 0
 TD0495
 TD0495.Superseded values are not recommended for survey control.
 TD0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0495.See file dsdata.txt to determine how the superseded data were derived.
 TD0495
 TD0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU007340(NAD 83)
 TD0495_MARKER: DB = BENCH MARK DISK
 TD0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0495_SP_SET: BALUSTRADE
 TD0495_STAMPING: P 269 1963
 TD0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0495
 TD0495  HISTORY     - Date     Condition        Report By
 TD0495  HISTORY     - 1963     MONUMENTED       CGS
 TD0495  HISTORY     - 1964     GOOD             NGS
 TD0495  HISTORY     - 1977     GOOD             NGS
 TD0495
 TD0495                          STATION DESCRIPTION
 TD0495
 TD0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0495'IN INKSTER.
 TD0495'AT INKSTER, IN S 13, R 55 W, T 154 N, SET VERTICALLY IN THE EAST FACE
 TD0495'OF THE NORTH BALUSTRADE AT THE MAIN ENTRANCE TO THE CITY HALL, 8.5
 TD0495'FEET NORTH OF THE EXTENDED CENTERLINE OF THE ENTRANCE, 1.5 FEET SOUTH
 TD0495'OF THE NORTH EDGE OF THE CONCRETE BALUSTRADE, 2.0 FEET ABOVE THE LEVEL
 TD0495'OF A SIDEWALK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF MAIN STREET.
 TD0495
 TD0495                          STATION RECOVERY (1977)
 TD0495
 TD0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TD0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0223 ***********************************************************************
 RQ0223  DESIGNATION -  P 27
 RQ0223  PID         -  RQ0223
 RQ0223  STATE/COUNTY-  ND/LA MOURE
 RQ0223  USGS QUAD   -  ADRIAN (1953)
 RQ0223
 RQ0223                         *CURRENT SURVEY CONTROL
 RQ0223  ___________________________________________________________________
 RQ0223* NAD 83(1986)-  46 36 04.     (N)    098 33 16.     (W)     SCALED    
 RQ0223* NAVD 88     -       413.789  (meters)    1357.57   (feet)  ADJUSTED  
 RQ0223  ___________________________________________________________________
 RQ0223  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 RQ0223  DYNAMIC HT  -         413.795 (meters)    1357.59  (feet)  COMP
 RQ0223  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 RQ0223
 RQ0223  VERT ORDER  -  FIRST     CLASS II
 RQ0223
 RQ0223.The horizontal coordinates were scaled from a topographic map and have
 RQ0223.an estimated accuracy of +/- 6 seconds.
 RQ0223
 RQ0223.The orthometric height was determined by differential leveling
 RQ0223.and adjusted by the National Geodetic Survey in June 1991..
 RQ0223
 RQ0223.The geoid height was determined by GEOID03.
 RQ0223
 RQ0223.The dynamic height is computed by dividing the NAVD 88
 RQ0223.geopotential number by the normal gravity value computed on the
 RQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0223.degrees latitude (g = 980.6199 gals.).
 RQ0223
 RQ0223.The modeled gravity was interpolated from observed gravity values.
 RQ0223
 RQ0223;                    North         East    Units  Estimated Accuracy
 RQ0223;SPC ND S     -   105,720.      749,050.      MT  (+/- 180 meters Scaled)
 RQ0223
 RQ0223                          SUPERSEDED SURVEY CONTROL
 RQ0223
 RQ0223  NGVD 29 (??/??/92)  413.431  (m)         1356.40   (f) ADJ UNCH    1 2
 RQ0223
 RQ0223.Superseded values are not recommended for survey control.
 RQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0223.See file dsdata.txt to determine how the superseded data were derived.
 RQ0223
 RQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS341609(NAD 83)
 RQ0223_MARKER: DB = BENCH MARK DISK
 RQ0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RQ0223_SP_SET: FOUNDATION
 RQ0223_STAMPING: P-27 1934
 RQ0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0223
 RQ0223  HISTORY     - Date     Condition        Report By
 RQ0223  HISTORY     - 1934     MONUMENTED       CGS
 RQ0223  HISTORY     - 1941     GOOD             NGS
 RQ0223
 RQ0223                          STATION DESCRIPTION
 RQ0223
 RQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0223'IN ADRIAN.
 RQ0223'ALONG THE NORTHERN PACIFIC RAILROAD AT RAILROAD WATER TANK, 3 POLES
 RQ0223'NORTHWEST OF DEPOT.  SET IN CENTER OF THE EAST CONCRETE BLOCK
 RQ0223'FOUNDATION OF TANK.  12 FEET SOUTHWEST OF CENTERLINE OF THE TRACKS.
 RQ0223
 RQ0223                          STATION RECOVERY (1941)
 RQ0223
 RQ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 RQ0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0836 ***********************************************************************
 TE0836  DESIGNATION -  P 270
 TE0836  PID         -  TE0836
 TE0836  STATE/COUNTY-  ND/RAMSEY
 TE0836  USGS QUAD   -  DERRICK SE (1972)
 TE0836
 TE0836                         *CURRENT SURVEY CONTROL
 TE0836  ___________________________________________________________________
 TE0836* NAD 83(1986)-  48 21 58.     (N)    098 31 48.     (W)     SCALED    
 TE0836* NAVD 88     -       459.247  (meters)    1506.71   (feet)  ADJUSTED  
 TE0836  ___________________________________________________________________
 TE0836  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 TE0836  DYNAMIC HT  -         459.336 (meters)    1507.00  (feet)  COMP
 TE0836  MODELED GRAV-     980,789.4   (mgal)                       NAVD 88
 TE0836
 TE0836  VERT ORDER  -  SECOND    CLASS 0
 TE0836
 TE0836.The horizontal coordinates were scaled from a topographic map and have
 TE0836.an estimated accuracy of +/- 6 seconds.
 TE0836
 TE0836.The orthometric height was determined by differential leveling
 TE0836.and adjusted by the National Geodetic Survey in June 1991..
 TE0836
 TE0836.The geoid height was determined by GEOID03.
 TE0836
 TE0836.The dynamic height is computed by dividing the NAVD 88
 TE0836.geopotential number by the normal gravity value computed on the
 TE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0836.degrees latitude (g = 980.6199 gals.).
 TE0836
 TE0836.The modeled gravity was interpolated from observed gravity values.
 TE0836
 TE0836;                    North         East    Units  Estimated Accuracy
 TE0836;SPC ND N     -   153,760.      745,950.      MT  (+/- 180 meters Scaled)
 TE0836
 TE0836                          SUPERSEDED SURVEY CONTROL
 TE0836
 TE0836  NGVD 29 (??/??/92)  458.87   (m)         1505.5    (f) COMPUTED    2 0
 TE0836
 TE0836.Superseded values are not recommended for survey control.
 TE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0836.See file dsdata.txt to determine how the superseded data were derived.
 TE0836
 TE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU348571(NAD 83)
 TE0836_MARKER: DB = BENCH MARK DISK
 TE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0836_STAMPING: P 270 1963
 TE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0836+STABILITY: SURFACE MOTION
 TE0836
 TE0836  HISTORY     - Date     Condition        Report By
 TE0836  HISTORY     - 1963     MONUMENTED       CGS
 TE0836
 TE0836                          STATION DESCRIPTION
 TE0836
 TE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0836'6.7 MI SW FROM EDMORE.
 TE0836'ABOUT 2.8 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0836'RAILWAY STATION AT EDMORE, THENCE 3.1 MILES WEST ALONG A GRAVELED AND
 TE0836'DIRT ROAD, THENCE 0.8 MILE WEST AND SOUTH ALONG COUNTY ROAD 4, IN S 6,
 TE0836'R 61 W, T 156 N, ABOUT 0.8 MILE NORTH OF THE JUNCTION OF A GRAVELED
 TE0836'ROAD LEADING WEST, ABOUT 0.1 MILE SOUTH OF THE SOUTH END OF A LONG
 TE0836'CURVE AND THE JUNCTION OF A GRAVELED ROAD LEADING NORTH, IN THE EAST
 TE0836'EDGE OF A LARGE CULTIVATED FIELD, 61.5 FEET WEST OF THE CENTERLINE OF
 TE0836'THE ROAD, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 TE0836'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TE0836'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0736 ***********************************************************************
 TE0736  DESIGNATION -  P 271 RESET
 TE0736  PID         -  TE0736
 TE0736  STATE/COUNTY-  ND/RAMSEY
 TE0736  USGS QUAD   -  DERRICK (1972)
 TE0736
 TE0736                         *CURRENT SURVEY CONTROL
 TE0736  ___________________________________________________________________
 TE0736* NAD 83(1986)-  48 29 08.     (N)    098 37 19.     (W)     SCALED    
 TE0736* NAVD 88     -       470.59   (+/-2cm)    1543.9    (feet)  VERTCON   
 TE0736  ___________________________________________________________________
 TE0736  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 TE0736
 TE0736  VERT ORDER  -  THIRD (See Below)
 TE0736
 TE0736.The horizontal coordinates were scaled from a topographic map and have
 TE0736.an estimated accuracy of +/- 6 seconds.
 TE0736
 TE0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0736.The vertical order pertains to the NGVD 29 superseded value.
 TE0736
 TE0736.The geoid height was determined by GEOID03.
 TE0736
 TE0736;                    North         East    Units  Estimated Accuracy
 TE0736;SPC ND N     -   166,860.      738,810.      MT  (+/- 180 meters Scaled)
 TE0736
 TE0736                          SUPERSEDED SURVEY CONTROL
 TE0736
 TE0736  NGVD 29 (??/??/??)  470.20   (m)         1542.6    (f) RESET       3  
 TE0736
 TE0736.Superseded values are not recommended for survey control.
 TE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0736.See file dsdata.txt to determine how the superseded data were derived.
 TE0736
 TE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU279703(NAD 83)
 TE0736_MARKER: DB = BENCH MARK DISK
 TE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0736_STAMPING: P 271 RESET 1970
 TE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0736+STABILITY: SURFACE MOTION
 TE0736
 TE0736  HISTORY     - Date     Condition        Report By
 TE0736  HISTORY     - 1970     MONUMENTED       NGS
 TE0736  HISTORY     - 1972     MARK NOT FOUND   USGS
 TE0736
 TE0736                          STATION DESCRIPTION
 TE0736
 TE0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TE0736'3.3 MI W FROM DERRICK.
 TE0736'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0736'STATION AT DERRICK, THENCE 2.5 MILES WEST ALONG COUNTY ROAD 9, AT A
 TE0736'JUNCTION WITH A GRAVELED ROAD SOUTH, 103 FEET SOUTHEAST OF THE CENTER
 TE0736'OF THE JUNCTION, 75 FEET SOUTH OF THE CENTER OF COUNTY ROAD 9, 74 FEET
 TE0736'EAST OF THE CENTER OF GRAVELED ROAD, 27 FEET NORTH OF A POWER POLE,
 TE0736'1.0 FOOT WEST OF A METAL WITNESS POST, AND SET IN A ROUND CONCRETE
 TE0736'MONUMENT WHICH PROJECTS 6-INCHES.
 TE0736
 TE0736                          STATION RECOVERY (1972)
 TE0736
 TE0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 TE0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0781 ***********************************************************************
 TE0781  DESIGNATION -  P 272
 TE0781  PID         -  TE0781
 TE0781  STATE/COUNTY-  ND/RAMSEY
 TE0781  USGS QUAD   -  DERRICK NW (1994)
 TE0781
 TE0781                         *CURRENT SURVEY CONTROL
 TE0781  ___________________________________________________________________
 TE0781* NAD 83(1986)-  48 28 16.     (N)    098 39 59.     (W)     SCALED    
 TE0781* NAVD 88     -       467.615  (meters)    1534.17   (feet)  ADJUSTED  
 TE0781  ___________________________________________________________________
 TE0781  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 TE0781  DYNAMIC HT  -         467.706 (meters)    1534.47  (feet)  COMP
 TE0781  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TE0781
 TE0781  VERT ORDER  -  SECOND    CLASS 0
 TE0781
 TE0781.The horizontal coordinates were scaled from a topographic map and have
 TE0781.an estimated accuracy of +/- 6 seconds.
 TE0781
 TE0781.The orthometric height was determined by differential leveling
 TE0781.and adjusted by the National Geodetic Survey in June 1991..
 TE0781
 TE0781.The geoid height was determined by GEOID03.
 TE0781
 TE0781.The dynamic height is computed by dividing the NAVD 88
 TE0781.geopotential number by the normal gravity value computed on the
 TE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0781.degrees latitude (g = 980.6199 gals.).
 TE0781
 TE0781.The modeled gravity was interpolated from observed gravity values.
 TE0781
 TE0781;                    North         East    Units  Estimated Accuracy
 TE0781;SPC ND N     -   165,180.      735,570.      MT  (+/- 180 meters Scaled)
 TE0781
 TE0781                          SUPERSEDED SURVEY CONTROL
 TE0781
 TE0781  NGVD 29 (??/??/92)  467.228  (m)         1532.90   (f) ADJ UNCH    2 0
 TE0781
 TE0781.Superseded values are not recommended for survey control.
 TE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0781.See file dsdata.txt to determine how the superseded data were derived.
 TE0781
 TE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU246687(NAD 83)
 TE0781_MARKER: DB = BENCH MARK DISK
 TE0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0781_STAMPING: P 272 1963
 TE0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0781+STABILITY: SURFACE MOTION
 TE0781
 TE0781  HISTORY     - Date     Condition        Report By
 TE0781  HISTORY     - 1963     MONUMENTED       CGS
 TE0781
 TE0781                          STATION DESCRIPTION
 TE0781
 TE0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0781'6.3 MI SW FROM DERRICK.
 TE0781'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0781'STATION AT DERRICK, THENCE 4.5 MILES WEST ALONG COUNTY ROAD 9, THENCE
 TE0781'1.0 MILE SOUTH ALONG COUNTY ROAD 3, IN S 32, R 62 W, T 158 N, 104.5
 TE0781'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRAVELED ROAD
 TE0781'LEADING WEST, 75 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 3, 74.5
 TE0781'FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 25.5 FEET SOUTH
 TE0781'OF A FENCE CORNER, 6.5 FEET NORTHEAST OF A TELEPHONE POLE, 2.5 FEET
 TE0781'EAST OF A FENCE LINE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 TE0781'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 TE0781'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0797 ***********************************************************************
 TE0797  DESIGNATION -  P 273 RESET
 TE0797  PID         -  TE0797
 TE0797  STATE/COUNTY-  ND/RAMSEY
 TE0797  USGS QUAD   -  CRARY NW (1971)
 TE0797
 TE0797                         *CURRENT SURVEY CONTROL
 TE0797  ___________________________________________________________________
 TE0797* NAD 83(1986)-  48 08 11.     (N)    098 39 37.     (W)     SCALED    
 TE0797* NAVD 88     -       454.19   (+/-2cm)    1490.1    (feet)  VERTCON   
 TE0797  ___________________________________________________________________
 TE0797  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 TE0797
 TE0797  VERT ORDER  -  THIRD (See Below)
 TE0797
 TE0797.The horizontal coordinates were scaled from a topographic map and have
 TE0797.an estimated accuracy of +/- 6 seconds.
 TE0797
 TE0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0797.The vertical order pertains to the NGVD 29 superseded value.
 TE0797
 TE0797.The geoid height was determined by GEOID03.
 TE0797
 TE0797;                    North         East    Units  Estimated Accuracy
 TE0797;SPC ND N     -   127,980.      736,910.      MT  (+/- 180 meters Scaled)
 TE0797
 TE0797                          SUPERSEDED SURVEY CONTROL
 TE0797
 TE0797  NGVD 29 (11/04/04)  453.81   (m)         1488.9    (f) RESET       3  
 TE0797
 TE0797.Superseded values are not recommended for survey control.
 TE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0797.See file dsdata.txt to determine how the superseded data were derived.
 TE0797
 TE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU252315(NAD 83)
 TE0797_MARKER: DB = BENCH MARK DISK
 TE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0797_STAMPING: P 273 RESET 1972
 TE0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0797+STABILITY: SURFACE MOTION
 TE0797
 TE0797  HISTORY     - Date     Condition        Report By
 TE0797  HISTORY     - 1972     MONUMENTED       NGS
 TE0797
 TE0797                          STATION DESCRIPTION
 TE0797
 TE0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TE0797'0.4 MI S FROM ROHRVILLE.
 TE0797'ABOUT 0.4 MILE SOUTH ALONG COUNTY ROAD 3 FROM THE CROSSING OF THE SOO
 TE0797'LINE RAILROAD AT ROHRVILLE, IN SEC. 30, R 62 W, T 154 N, AT A GRAVELED
 TE0797'CROSSROAD, 73 FEET WEST OF THE CENTER OF COUNTY ROAD 3, 32 FEET SOUTH
 TE0797'OF THE GRAVELED CROSSROAD, 15.5 FEET WEST OF A TELEPHONE POLE, 3.5
 TE0797'FEET NORTH OF A METAL WITNESS POST, SET IN A ROUND CONCRETE MONUMENT
 TE0797'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0580 ***********************************************************************
 TE0580  DESIGNATION -  P 274
 TE0580  PID         -  TE0580
 TE0580  STATE/COUNTY-  ND/RAMSEY
 TE0580  USGS QUAD   -  LAKOTA NW (1971)
 TE0580
 TE0580                         *CURRENT SURVEY CONTROL
 TE0580  ___________________________________________________________________
 TE0580* NAD 83(1986)-  48 12 34.     (N)    098 27 54.     (W)     SCALED    
 TE0580* NAVD 88     -       462.544  (meters)    1517.53   (feet)  ADJUSTED  
 TE0580  ___________________________________________________________________
 TE0580  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 TE0580  DYNAMIC HT  -         462.628 (meters)    1517.81  (feet)  COMP
 TE0580  MODELED GRAV-     980,777.8   (mgal)                       NAVD 88
 TE0580
 TE0580  VERT ORDER  -  SECOND    CLASS 0
 TE0580
 TE0580.The horizontal coordinates were scaled from a topographic map and have
 TE0580.an estimated accuracy of +/- 6 seconds.
 TE0580
 TE0580.The orthometric height was determined by differential leveling
 TE0580.and adjusted by the National Geodetic Survey in June 1991..
 TE0580
 TE0580.The geoid height was determined by GEOID03.
 TE0580
 TE0580.The dynamic height is computed by dividing the NAVD 88
 TE0580.geopotential number by the normal gravity value computed on the
 TE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0580.degrees latitude (g = 980.6199 gals.).
 TE0580
 TE0580.The modeled gravity was interpolated from observed gravity values.
 TE0580
 TE0580;                    North         East    Units  Estimated Accuracy
 TE0580;SPC ND N     -   136,470.      751,220.      MT  (+/- 180 meters Scaled)
 TE0580
 TE0580                          SUPERSEDED SURVEY CONTROL
 TE0580
 TE0580  NGVD 29 (??/??/92)  462.168  (m)         1516.30   (f) ADJ UNCH    2 0
 TE0580
 TE0580.Superseded values are not recommended for survey control.
 TE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0580.See file dsdata.txt to determine how the superseded data were derived.
 TE0580
 TE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU397397(NAD 83)
 TE0580_MARKER: DB = BENCH MARK DISK
 TE0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0580_STAMPING: P 274 1963
 TE0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0580+STABILITY: SURFACE MOTION
 TE0580
 TE0580  HISTORY     - Date     Condition        Report By
 TE0580  HISTORY     - 1963     MONUMENTED       CGS
 TE0580
 TE0580                          STATION DESCRIPTION
 TE0580
 TE0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0580'5.3 MI W FROM BROCKET.
 TE0580'ABOUT 0.3 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0580'AT BROCKET, THENCE 5.0 MILES WEST ALONG COUNTY ROAD 7, IN S 26, R 61
 TE0580'W, T 155 N, 84 FEET NORTHEAST OF THE INTERSECTION OF A GRAVELED ROAD
 TE0580'LEADING SOUTH AND A DIRT ROAD LEADING NORTH, 78 FEET NORTH OF THE
 TE0580'CENTERLINE OF THE ROAD LEADING EAST, 34 FEET EAST OF THE CENTERLINE OF
 TE0580'THE ROAD LEADING NORTH, 2.5 FEET WEST OF TELEPHONE POLE NO. G9-97, IN
 TE0580'LINE WITH A ROW OF POLES, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 TE0580'LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE0580'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0842 ***********************************************************************
 TE0842  DESIGNATION -  P 275
 TE0842  PID         -  TE0842
 TE0842  STATE/COUNTY-  ND/RAMSEY
 TE0842  USGS QUAD   -  DERRICK SE (1972)
 TE0842
 TE0842                         *CURRENT SURVEY CONTROL
 TE0842  ___________________________________________________________________
 TE0842* NAD 83(1986)-  48 17 48.     (N)    098 31 49.     (W)     SCALED    
 TE0842* NAVD 88     -       460.666  (meters)    1511.37   (feet)  ADJUSTED  
 TE0842  ___________________________________________________________________
 TE0842  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 TE0842  DYNAMIC HT  -         460.753 (meters)    1511.65  (feet)  COMP
 TE0842  MODELED GRAV-     980,784.9   (mgal)                       NAVD 88
 TE0842
 TE0842  VERT ORDER  -  SECOND    CLASS 0
 TE0842
 TE0842.The horizontal coordinates were scaled from a topographic map and have
 TE0842.an estimated accuracy of +/- 6 seconds.
 TE0842
 TE0842.The orthometric height was determined by differential leveling
 TE0842.and adjusted by the National Geodetic Survey in June 1991..
 TE0842
 TE0842.The geoid height was determined by GEOID03.
 TE0842
 TE0842.The dynamic height is computed by dividing the NAVD 88
 TE0842.geopotential number by the normal gravity value computed on the
 TE0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0842.degrees latitude (g = 980.6199 gals.).
 TE0842
 TE0842.The modeled gravity was interpolated from observed gravity values.
 TE0842
 TE0842;                    North         East    Units  Estimated Accuracy
 TE0842;SPC ND N     -   146,040.      746,120.      MT  (+/- 180 meters Scaled)
 TE0842
 TE0842                          SUPERSEDED SURVEY CONTROL
 TE0842
 TE0842  NGVD 29 (??/??/92)  460.291  (m)         1510.14   (f) ADJ UNCH    2 0
 TE0842
 TE0842.Superseded values are not recommended for survey control.
 TE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0842.See file dsdata.txt to determine how the superseded data were derived.
 TE0842
 TE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU348493(NAD 83)
 TE0842_MARKER: DB = BENCH MARK DISK
 TE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0842_STAMPING: P 275 1963
 TE0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0842+STABILITY: SURFACE MOTION
 TE0842
 TE0842  HISTORY     - Date     Condition        Report By
 TE0842  HISTORY     - 1963     MONUMENTED       CGS
 TE0842
 TE0842                          STATION DESCRIPTION
 TE0842
 TE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0842'8.0 MI W FROM LAWTON.
 TE0842'ABOUT 8.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE GREAT NORTHERN
 TE0842'RAILWAY STATION AT LAWTON, IN S 29, R 61 W, T 156 N, 120 FEET
 TE0842'NORTHEAST OF THE CENTER OF THE INTERSECTION OF COUNTY ROAD 4 LEADING
 TE0842'NORTH AND A GRAVELED ROAD LEADING SOUTH, 82 FEET EAST OF THE
 TE0842'CENTERLINE OF COUNTY ROAD 4, 77 FEET NORTH OF THE CENTERLINE OF COUNTY
 TE0842'ROAD 8, 4.5 FEET EAST OF A POLE USED AS A POWER POLE AND A TELEPHONE
 TE0842'POLE, IN LINE WITH A ROW OF POLES, 1.7 FEET WEST OF A METAL WITNESS
 TE0842'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF
 TE0842'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1095 ***********************************************************************
 TF1095  DESIGNATION -  P 276
 TF1095  PID         -  TF1095
 TF1095  STATE/COUNTY-  ND/WARD
 TF1095  USGS QUAD   -  DES LACS (1980)
 TF1095
 TF1095                         *CURRENT SURVEY CONTROL
 TF1095  ___________________________________________________________________
 TF1095* NAD 83(1986)-  48 20 20.     (N)    101 31 25.     (W)     SCALED    
 TF1095* NAVD 88     -       500.016  (meters)    1640.47   (feet)  ADJUSTED  
 TF1095  ___________________________________________________________________
 TF1095  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 TF1095  DYNAMIC HT  -         500.105 (meters)    1640.76  (feet)  COMP
 TF1095  MODELED GRAV-     980,774.3   (mgal)                       NAVD 88
 TF1095
 TF1095  VERT ORDER  -  FIRST     CLASS II
 TF1095
 TF1095.The horizontal coordinates were scaled from a topographic map and have
 TF1095.an estimated accuracy of +/- 6 seconds.
 TF1095
 TF1095.The orthometric height was determined by differential leveling
 TF1095.and adjusted by the National Geodetic Survey in June 1991..
 TF1095
 TF1095.The geoid height was determined by GEOID03.
 TF1095
 TF1095.The dynamic height is computed by dividing the NAVD 88
 TF1095.geopotential number by the normal gravity value computed on the
 TF1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1095.degrees latitude (g = 980.6199 gals.).
 TF1095
 TF1095.The modeled gravity was interpolated from observed gravity values.
 TF1095
 TF1095;                    North         East    Units  Estimated Accuracy
 TF1095;SPC ND N     -   149,370.      524,120.      MT  (+/- 180 meters Scaled)
 TF1095
 TF1095                          SUPERSEDED SURVEY CONTROL
 TF1095
 TF1095  NGVD 29 (??/??/92)  499.640  (m)         1639.24   (f) ADJ UNCH    1 2
 TF1095
 TF1095.Superseded values are not recommended for survey control.
 TF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1095.See file dsdata.txt to determine how the superseded data were derived.
 TF1095
 TF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU129570(NAD 83)
 TF1095_MARKER: DB = BENCH MARK DISK
 TF1095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF1095_SP_SET: 6.5 FT
 TF1095_STAMPING: P 276 1963
 TF1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1095
 TF1095  HISTORY     - Date     Condition        Report By
 TF1095  HISTORY     - 1963     MONUMENTED       CGS
 TF1095  HISTORY     - 1981     GOOD             NGS
 TF1095
 TF1095                          STATION DESCRIPTION
 TF1095
 TF1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1095'3.1 MI SE FROM FOXHOLM.
 TF1095'3.1 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1095'FOXHOLM, 13 POLES NORTHWEST OF MILE POST 483, 55 FEET SOUTHWEST OF THE
 TF1095'SOUTHWEST RAIL, 65 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 6, 8 1/2
 TF1095'FEET SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF THE OFF-SET
 TF1095'IN FENCE, 8.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 TF1095'ABOVE THE LEVEL OF THE RAILS, AND ON THE TOP OF A 5/8-INCH COPPER
 TF1095'COATED ROD THAT IS DRIVEN TO A DEPTH OF 6 1/2 FEET TO SOLID ROCK AND
 TF1095'ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES.
 TF1095
 TF1095                          STATION RECOVERY (1981)
 TF1095
 TF1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TF1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1656 ***********************************************************************
 TG1656  DESIGNATION -  P 277
 TG1656  PID         -  TG1656
 TG1656  STATE/COUNTY-  ND/WARD
 TG1656  USGS QUAD   -  COULEE (1949)
 TG1656
 TG1656                         *CURRENT SURVEY CONTROL
 TG1656  ___________________________________________________________________
 TG1656* NAD 83(1986)-  48 34 49.     (N)    102 00 16.     (W)     SCALED    
 TG1656* NAVD 88     -       546.530  (meters)    1793.07   (feet)  ADJUSTED  
 TG1656  ___________________________________________________________________
 TG1656  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TG1656  DYNAMIC HT  -         546.635 (meters)    1793.42  (feet)  COMP
 TG1656  MODELED GRAV-     980,786.0   (mgal)                       NAVD 88
 TG1656
 TG1656  VERT ORDER  -  FIRST     CLASS II
 TG1656
 TG1656.The horizontal coordinates were scaled from a topographic map and have
 TG1656.an estimated accuracy of +/- 6 seconds.
 TG1656
 TG1656.The orthometric height was determined by differential leveling
 TG1656.and adjusted by the National Geodetic Survey in June 1991..
 TG1656
 TG1656.The geoid height was determined by GEOID03.
 TG1656
 TG1656.The dynamic height is computed by dividing the NAVD 88
 TG1656.geopotential number by the normal gravity value computed on the
 TG1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1656.degrees latitude (g = 980.6199 gals.).
 TG1656
 TG1656.The modeled gravity was interpolated from observed gravity values.
 TG1656
 TG1656;                    North         East    Units  Estimated Accuracy
 TG1656;SPC ND N     -   176,790.      489,010.      MT  (+/- 180 meters Scaled)
 TG1656
 TG1656                          SUPERSEDED SURVEY CONTROL
 TG1656
 TG1656  NGVD 29 (??/??/92)  546.134  (m)         1791.77   (f) ADJ UNCH    1 2
 TG1656
 TG1656.Superseded values are not recommended for survey control.
 TG1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1656.See file dsdata.txt to determine how the superseded data were derived.
 TG1656
 TG1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP209851(NAD 83)
 TG1656_MARKER: DB = BENCH MARK DISK
 TG1656_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TG1656_SP_SET: CULVERT HEADWALL
 TG1656_STAMPING: P 277 1963
 TG1656_MARK LOGO: CGS   
 TG1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1656+STABILITY: SURFACE MOTION
 TG1656
 TG1656  HISTORY     - Date     Condition        Report By
 TG1656  HISTORY     - 1963     MONUMENTED       CGS
 TG1656  HISTORY     - 19850523 GOOD             NGS
 TG1656
 TG1656                          STATION DESCRIPTION
 TG1656
 TG1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TG1656'ABOUT 0.15 MILE (0.24 KM) SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO
 TG1656'LINE RAILROAD STATION IN DONNYBROOK, THENCE 7.6 MILES (12.2 KM)
 TG1656'NORTHWEST ALONG US HIGHWAY 52, ABOUT 0.25 MILE (0.40 KM) SOUTHEAST OF
 TG1656'A FARMHOUSE WHICH IS ON THE SOUTHWEST SIDE OF THE HIGHWAY, 19 FEET
 TG1656'(5.8 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE CENTER
 TG1656'OF THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A CONCRETE CULVERT,
 TG1656'AND ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG2093 ***********************************************************************
 TG2093  DESIGNATION -  P 277 RESET
 TG2093  PID         -  TG2093
 TG2093  STATE/COUNTY-  ND/WARD
 TG2093  USGS QUAD   -  COULEE (1949)
 TG2093
 TG2093                         *CURRENT SURVEY CONTROL
 TG2093  ___________________________________________________________________
 TG2093* NAD 83(1986)-  48 34 49.     (N)    102 00 16.     (W)     SCALED    
 TG2093* NAVD 88     -       545.73   (meters)    1790.4    (feet)  RESET     
 TG2093  ___________________________________________________________________
 TG2093  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 TG2093
 TG2093  VERT ORDER  -  THIRD
 TG2093
 TG2093.The horizontal coordinates were scaled from a topographic map and have
 TG2093.an estimated accuracy of +/- 6 seconds.
 TG2093
 TG2093.The orthometric height was computed from unverified reset data.
 TG2093.No vertical observational check was made to the station.
 TG2093
 TG2093.The geoid height was determined by GEOID03.
 TG2093
 TG2093;                    North         East    Units  Estimated Accuracy
 TG2093;SPC ND N     -   176,790.      489,010.      MT  (+/- 180 meters Scaled)
 TG2093
 TG2093                          SUPERSEDED SURVEY CONTROL
 TG2093
 TG2093  NGVD 29 (11/04/04)  545.34   (m)         1789.2    (f) RESET       3  
 TG2093
 TG2093.Superseded values are not recommended for survey control.
 TG2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG2093.See file dsdata.txt to determine how the superseded data were derived.
 TG2093
 TG2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP209851(NAD 83)
 TG2093_MARKER: DV = VERTICAL CONTROL DISK
 TG2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG2093_SP_SET: CONCRETE POST
 TG2093_STAMPING: P 277 RESET 1985
 TG2093_MARK LOGO: NGS   
 TG2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 TG2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG2093+STABILITY: SURFACE MOTION
 TG2093
 TG2093  HISTORY     - Date     Condition        Report By
 TG2093  HISTORY     - 1985     MONUMENTED       NGS
 TG2093
 TG2093                          STATION DESCRIPTION
 TG2093
 TG2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 TG2093'0.15 MILE (0.24 KM) SOUTHWEST ALONG COUNTY ROAD 5 FROM THE SOO LINE
 TG2093'RAILROAD STATION IN DONNYBROOK, THENCE 7.6 MILES (12.2 KM) NORTHWEST
 TG2093'ALONG US HIGHWAY 52, ABOUT 0.25 MILE (0.40 KM) SOUTHEAST OF A FARM
 TG2093'HOUSE WHICH IS ON THE SOUTHWEST SIDE OF THE HIGHWAY, 51 M (167.3 FT)
 TG2093'SOUTH OF CENTERLINE OF SMALL CREEK, 100 FEET (30.5 M) EAST OF
 TG2093'CENTERLINE OF HIGHWAY 52, 0.4 MILE (0.6 KM) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1569 ***********************************************************************
 TF1569  DESIGNATION -  P 278
 TF1569  PID         -  TF1569
 TF1569  STATE/COUNTY-  ND/WARD
 TF1569  USGS QUAD   -  NORMA (1948)
 TF1569
 TF1569                         *CURRENT SURVEY CONTROL
 TF1569  ___________________________________________________________________
 TF1569* NAD 83(1986)-  48 37 59.     (N)    101 58 24.     (W)     SCALED    
 TF1569* NAVD 88     -       595.345  (meters)    1953.23   (feet)  ADJUSTED  
 TF1569  ___________________________________________________________________
 TF1569  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 TF1569  DYNAMIC HT  -         595.460 (meters)    1953.61  (feet)  COMP
 TF1569  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 TF1569
 TF1569  VERT ORDER  -  SECOND    CLASS 0
 TF1569
 TF1569.The horizontal coordinates were scaled from a topographic map and have
 TF1569.an estimated accuracy of +/- 6 seconds.
 TF1569
 TF1569.The orthometric height was determined by differential leveling
 TF1569.and adjusted by the National Geodetic Survey in June 1991..
 TF1569
 TF1569.The geoid height was determined by GEOID03.
 TF1569
 TF1569.The dynamic height is computed by dividing the NAVD 88
 TF1569.geopotential number by the normal gravity value computed on the
 TF1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1569.degrees latitude (g = 980.6199 gals.).
 TF1569
 TF1569.The modeled gravity was interpolated from observed gravity values.
 TF1569
 TF1569;                    North         East    Units  Estimated Accuracy
 TF1569;SPC ND N     -   182,610.      491,410.      MT  (+/- 180 meters Scaled)
 TF1569
 TF1569                          SUPERSEDED SURVEY CONTROL
 TF1569
 TF1569  NGVD 29 (??/??/92)  594.963  (m)         1951.97   (f) ADJ UNCH    2 0
 TF1569
 TF1569.Superseded values are not recommended for survey control.
 TF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1569.See file dsdata.txt to determine how the superseded data were derived.
 TF1569
 TF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU809909(NAD 83)
 TF1569_MARKER: DB = BENCH MARK DISK
 TF1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1569_STAMPING: P 278 1963
 TF1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1569+STABILITY: SURFACE MOTION
 TF1569
 TF1569  HISTORY     - Date     Condition        Report By
 TF1569  HISTORY     - 1963     MONUMENTED       CGS
 TF1569
 TF1569                          STATION DESCRIPTION
 TF1569
 TF1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1569'9.1 MI SE FROM KENMARE.
 TF1569'ABOUT 0.65 MILE NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1569'AT KENMARE, THENCE 0.95 MILE EAST ALONG COUNTY ROAD 2 TO US HIGHWAY
 TF1569'52, THENCE 4.5 MILES EAST ALONG COUNTY ROAD 2, THENCE 3.0 MILES SOUTH
 TF1569'ALONG A GRAVELED ROAD, 48 FEET SOUTHWEST OF THE CENTER OF A ROAD
 TF1569'INTERSECTION, 43 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 21
 TF1569'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2.5 FEET SOUTH OF A
 TF1569'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 TF1569'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0877 ***********************************************************************
 TF0877  DESIGNATION -  P 279
 TF0877  PID         -  TF0877
 TF0877  STATE/COUNTY-  ND/RENVILLE
 TF0877  USGS QUAD   -  LANSFORD NW (1949)
 TF0877
 TF0877                         *CURRENT SURVEY CONTROL
 TF0877  ___________________________________________________________________
 TF0877* NAD 83(1986)-  48 41 28.     (N)    101 29 47.     (W)     SCALED    
 TF0877* NAVD 88     -       500.737  (meters)    1642.83   (feet)  ADJUSTED  
 TF0877  ___________________________________________________________________
 TF0877  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 TF0877  DYNAMIC HT  -         500.841 (meters)    1643.18  (feet)  COMP
 TF0877  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 TF0877
 TF0877  VERT ORDER  -  SECOND    CLASS 0
 TF0877
 TF0877.The horizontal coordinates were scaled from a topographic map and have
 TF0877.an estimated accuracy of +/- 6 seconds.
 TF0877
 TF0877.The orthometric height was determined by differential leveling
 TF0877.and adjusted by the National Geodetic Survey in June 1991..
 TF0877
 TF0877.The geoid height was determined by GEOID03.
 TF0877
 TF0877.The dynamic height is computed by dividing the NAVD 88
 TF0877.geopotential number by the normal gravity value computed on the
 TF0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0877.degrees latitude (g = 980.6199 gals.).
 TF0877
 TF0877.The modeled gravity was interpolated from observed gravity values.
 TF0877
 TF0877;                    North         East    Units  Estimated Accuracy
 TF0877;SPC ND N     -   188,500.      526,650.      MT  (+/- 180 meters Scaled)
 TF0877
 TF0877                          SUPERSEDED SURVEY CONTROL
 TF0877
 TF0877  NGVD 29 (??/??/92)  500.376  (m)         1641.65   (f) ADJ UNCH    2 0
 TF0877
 TF0877.Superseded values are not recommended for survey control.
 TF0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0877.See file dsdata.txt to determine how the superseded data were derived.
 TF0877
 TF0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU162961(NAD 83)
 TF0877_MARKER: DB = BENCH MARK DISK
 TF0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0877_SP_SET: 12.5 FT
 TF0877_STAMPING: P 279 1963
 TF0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0877
 TF0877  HISTORY     - Date     Condition        Report By
 TF0877  HISTORY     - 1963     MONUMENTED       CGS
 TF0877
 TF0877                          STATION DESCRIPTION
 TF0877
 TF0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0877'6.4 MI SE FROM MOHALL.
 TF0877'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0877'MOHALL, THENCE 5.1 MILES SOUTH ALONG COUNTY ROAD 9, THENCE 0.95 MILES
 TF0877'EAST ALONG A TRACK ROAD, AT THE SOUTHWEST EDGE OF A SMALL HOLLOW, 0.1
 TF0877'MILE WEST OF A FIELD ROAD INTERSECTION, 28 FEET NORTH OF THE CENTER
 TF0877'LINE OF THE TRACK ROAD, 11 1/2 FEET EAST OF THE MOST EASTERLY ONE OF
 TF0877'TWO SMALL TREES, 1.5 FEET WEST OF A METAL WITNESS POST, AND ON THE TOP
 TF0877'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 12 1/2
 TF0877'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0541 ***********************************************************************
 RP0541  DESIGNATION -  P 28
 RP0541  PID         -  RP0541
 RP0541  STATE/COUNTY-  ND/BARNES
 RP0541  USGS QUAD   -  FINGAL SW (1967)
 RP0541
 RP0541                         *CURRENT SURVEY CONTROL
 RP0541  ___________________________________________________________________
 RP0541* NAD 83(1986)-  46 50 53.     (N)    097 53 13.     (W)     SCALED    
 RP0541* NAVD 88     -       434.155  (meters)    1424.39   (feet)  ADJUSTED  
 RP0541  ___________________________________________________________________
 RP0541  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 RP0541  DYNAMIC HT  -         434.178 (meters)    1424.47  (feet)  COMP
 RP0541  MODELED GRAV-     980,653.3   (mgal)                       NAVD 88
 RP0541
 RP0541  VERT ORDER  -  SECOND    CLASS 0
 RP0541
 RP0541.The horizontal coordinates were scaled from a topographic map and have
 RP0541.an estimated accuracy of +/- 6 seconds.
 RP0541
 RP0541.The orthometric height was determined by differential leveling
 RP0541.and adjusted by the National Geodetic Survey in June 1991..
 RP0541
 RP0541.The geoid height was determined by GEOID03.
 RP0541
 RP0541.The dynamic height is computed by dividing the NAVD 88
 RP0541.geopotential number by the normal gravity value computed on the
 RP0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0541.degrees latitude (g = 980.6199 gals.).
 RP0541
 RP0541.The modeled gravity was interpolated from observed gravity values.
 RP0541
 RP0541;                    North         East    Units  Estimated Accuracy
 RP0541;SPC ND S     -   134,630.      799,250.      MT  (+/- 180 meters Scaled)
 RP0541
 RP0541                          SUPERSEDED SURVEY CONTROL
 RP0541
 RP0541  NGVD 29 (??/??/92)  433.765  (m)         1423.11   (f) ADJ UNCH    2 0
 RP0541
 RP0541.Superseded values are not recommended for survey control.
 RP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0541.See file dsdata.txt to determine how the superseded data were derived.
 RP0541
 RP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS848888(NAD 83)
 RP0541_MARKER: DB = BENCH MARK DISK
 RP0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0541_STAMPING: P 28 1934
 RP0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0541+STABILITY: SURFACE MOTION
 RP0541
 RP0541  HISTORY     - Date     Condition        Report By
 RP0541  HISTORY     - 1934     MONUMENTED       CGS
 RP0541  HISTORY     - 1961     GOOD             NGS
 RP0541  HISTORY     - 1967     GOOD             DOD
 RP0541
 RP0541                          STATION DESCRIPTION
 RP0541
 RP0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RP0541'7.7 MI NW FROM FINGAL.
 RP0541'7.7 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RP0541'FINGAL, BARNES COUNTY, 60 FEET NORTH OF MILEPOST 278, 185 FEET NORTH
 RP0541'OF THE CENTER OF A PRIVATE CROSSING, AT A RAIL REST, 48 FEET EAST OF
 RP0541'THE CENTERLINE OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 RP0541'FENCE.  A STANDARD DISK, STAMPED P 28 1934 AND SET IN THE TOP OF A
 RP0541'CONCRETE POST.  NOTE-- THE ROAD MENTIONED IN THE DESCRIPTION IS A
 RP0541'SECTION-LINE ROAD.
 RP0541
 RP0541                          STATION RECOVERY (1967)
 RP0541
 RP0541'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RP0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0051 ***********************************************************************
 TG0051  DESIGNATION -  P 280
 TG0051  PID         -  TG0051
 TG0051  STATE/COUNTY-  ND/BURKE
 TG0051  USGS QUAD   -  COTEAU (1948)
 TG0051
 TG0051                         *CURRENT SURVEY CONTROL
 TG0051  ___________________________________________________________________
 TG0051* NAD 83(1986)-  48 50 34.     (N)    102 18 38.     (W)     SCALED    
 TG0051* NAVD 88     -       596.251  (meters)    1956.20   (feet)  ADJUSTED  
 TG0051  ___________________________________________________________________
 TG0051  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0051  DYNAMIC HT  -         596.379 (meters)    1956.62  (feet)  COMP
 TG0051  MODELED GRAV-     980,805.9   (mgal)                       NAVD 88
 TG0051
 TG0051  VERT ORDER  -  FIRST     CLASS II
 TG0051
 TG0051.The horizontal coordinates were scaled from a topographic map and have
 TG0051.an estimated accuracy of +/- 6 seconds.
 TG0051
 TG0051.The orthometric height was determined by differential leveling
 TG0051.and adjusted by the National Geodetic Survey in June 1991..
 TG0051
 TG0051.The geoid height was determined by GEOID03.
 TG0051
 TG0051.The dynamic height is computed by dividing the NAVD 88
 TG0051.geopotential number by the normal gravity value computed on the
 TG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0051.degrees latitude (g = 980.6199 gals.).
 TG0051
 TG0051.The modeled gravity was interpolated from observed gravity values.
 TG0051
 TG0051;                    North         East    Units  Estimated Accuracy
 TG0051;SPC ND N     -   206,460.      467,110.      MT  (+/- 180 meters Scaled)
 TG0051
 TG0051                          SUPERSEDED SURVEY CONTROL
 TG0051
 TG0051  NGVD 29 (??/??/92)  595.844  (m)         1954.86   (f) ADJ UNCH    1 2
 TG0051
 TG0051.Superseded values are not recommended for survey control.
 TG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0051.See file dsdata.txt to determine how the superseded data were derived.
 TG0051
 TG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ973134(NAD 83)
 TG0051_MARKER: DB = BENCH MARK DISK
 TG0051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0051_SP_SET: 13 FT
 TG0051_STAMPING: P 280 1963
 TG0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0051
 TG0051  HISTORY     - Date     Condition        Report By
 TG0051  HISTORY     - 1963     MONUMENTED       CGS
 TG0051
 TG0051                          STATION DESCRIPTION
 TG0051
 TG0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0051'4.1 MI NW FROM BOWBELLS.
 TG0051'ABOUT 4.1 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TG0051'AT BOWBELLS, OR 5.4 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM
 TG0051'THE STATION AT FLAXTON, IN SECTION 23, T 162 N, R 90 W, AT A CROSSING
 TG0051'OF THE RAILROAD AND A PRIVATE ROAD, 37 1/2 FEET NORTHEAST OF THE
 TG0051'NORTHEAST RAIL, 59 FEET NORTH OF THE CENTER OF THE CROSSING, 4 FEET
 TG0051'NORTHWEST OF THE FIRST POLE SOUTHEAST OF MILE POST 535, 1.0 FOOT
 TG0051'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND ON
 TG0051'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 TG0051'13 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0241 ***********************************************************************
 TG0241  DESIGNATION -  P 281 RESET
 TG0241  PID         -  TG0241
 TG0241  STATE/COUNTY-  ND/BURKE
 TG0241  USGS QUAD   -  NORTHGATE (1949)
 TG0241
 TG0241                         *CURRENT SURVEY CONTROL
 TG0241  ___________________________________________________________________
 TG0241* NAD 83(1986)-  48 53 39.     (N)    102 17 01.     (W)     SCALED    
 TG0241* NAVD 88     -       589.23   (+/-2cm)    1933.2    (feet)  VERTCON   
 TG0241  ___________________________________________________________________
 TG0241  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 TG0241
 TG0241  VERT ORDER  -  THIRD (See Below)
 TG0241
 TG0241.The horizontal coordinates were scaled from a topographic map and have
 TG0241.an estimated accuracy of +/- 6 seconds.
 TG0241
 TG0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0241.The vertical order pertains to the NGVD 29 superseded value.
 TG0241
 TG0241.The geoid height was determined by GEOID03.
 TG0241
 TG0241;                    North         East    Units  Estimated Accuracy
 TG0241;SPC ND N     -   212,120.      469,220.      MT  (+/- 180 meters Scaled)
 TG0241
 TG0241                          SUPERSEDED SURVEY CONTROL
 TG0241
 TG0241  NGVD 29 (11/04/04)  588.82   (m)         1931.8    (f) RESET       3  
 TG0241
 TG0241.Superseded values are not recommended for survey control.
 TG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0241.See file dsdata.txt to determine how the superseded data were derived.
 TG0241
 TG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ990192(NAD 83)
 TG0241_MARKER: DB = BENCH MARK DISK
 TG0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0241_STAMPING: P 281 RESET 1973
 TG0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0241+STABILITY: SURFACE MOTION
 TG0241
 TG0241  HISTORY     - Date     Condition        Report By
 TG0241  HISTORY     - 1973     MONUMENTED       NGS
 TG0241
 TG0241                          STATION DESCRIPTION
 TG0241
 TG0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TG0241'5.15 MI E FROM FLAXTON.
 TG0241'ABOUT 0.4 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE DEPOT AT
 TG0241'FLAXTON, THENCE 4.75 MILES EAST ALONG U.S. HIGHWAY 52, AT A CROSSROAD
 TG0241'1.0 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY 8,
 TG0241'100 FEET NORTH OF THE CENTER OF HIGHWAY 52, 39 FEET WEST OF THE
 TG0241'EXTENDED CENTER LINE OF THE GRAVELED ROAD SOUTH, 4 FEET WEST OF A
 TG0241'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2.3 FEET EAST OF A METAL
 TG0241'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 TG0241'PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0316 ***********************************************************************
 TG0316  DESIGNATION -  P 282
 TG0316  PID         -  TG0316
 TG0316  STATE/COUNTY-  ND/WARD
 TG0316  USGS QUAD   -  KENMARE (1981)
 TG0316
 TG0316                         *CURRENT SURVEY CONTROL
 TG0316  ___________________________________________________________________
 TG0316* NAD 83(1986)-  48 44 57.     (N)    102 05 14.     (W)     SCALED    
 TG0316* NAVD 88     -       584.163  (meters)    1916.54   (feet)  ADJUSTED  
 TG0316  ___________________________________________________________________
 TG0316  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 TG0316  DYNAMIC HT  -         584.281 (meters)    1916.93  (feet)  COMP
 TG0316  MODELED GRAV-     980,793.1   (mgal)                       NAVD 88
 TG0316
 TG0316  VERT ORDER  -  SECOND    CLASS 0
 TG0316
 TG0316.The horizontal coordinates were scaled from a topographic map and have
 TG0316.an estimated accuracy of +/- 6 seconds.
 TG0316
 TG0316.The orthometric height was determined by differential leveling
 TG0316.and adjusted by the National Geodetic Survey in June 1991..
 TG0316
 TG0316.The geoid height was determined by GEOID03.
 TG0316
 TG0316.The dynamic height is computed by dividing the NAVD 88
 TG0316.geopotential number by the normal gravity value computed on the
 TG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0316.degrees latitude (g = 980.6199 gals.).
 TG0316
 TG0316.The modeled gravity was interpolated from observed gravity values.
 TG0316
 TG0316;                    North         East    Units  Estimated Accuracy
 TG0316;SPC ND N     -   195,690.      483,290.      MT  (+/- 180 meters Scaled)
 TG0316
 TG0316                          SUPERSEDED SURVEY CONTROL
 TG0316
 TG0316  NGVD 29 (??/??/92)  583.761  (m)         1915.22   (f) ADJ UNCH    2 0
 TG0316
 TG0316.Superseded values are not recommended for survey control.
 TG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0316.See file dsdata.txt to determine how the superseded data were derived.
 TG0316
 TG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ141036(NAD 83)
 TG0316_MARKER: DB = BENCH MARK DISK
 TG0316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TG0316_SP_SET: 16 FT
 TG0316_STAMPING: P 282 1963
 TG0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG0316
 TG0316  HISTORY     - Date     Condition        Report By
 TG0316  HISTORY     - 1963     MONUMENTED       CGS
 TG0316  HISTORY     - 1983     GOOD             NGS
 TG0316
 TG0316                          STATION DESCRIPTION
 TG0316
 TG0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TG0316'6.15 MI N FROM KENMARE.
 TG0316'ABOUT 3.5 MILES NORTH ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TG0316'KENMARE, THENCE 2.65 MILES NORTH ALONG U.S. HIGHWAY 52, AT A ROAD
 TG0316'INTERSECTION, IN SECTION 21, T 161 N, R 88 W, 101 FEET WEST OF THE
 TG0316'CENTER LINE OF THE HIGHWAY, 43 FEET NORTH OF THE CENTER LINE OF AN
 TG0316'EAST-WEST ROAD, 1 FOOT EAST OF A FENCE, 0.9 FOOT SOUTH OF A METAL
 TG0316'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 TG0316'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16
 TG0316'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
 TG0316
 TG0316                          STATION RECOVERY (1983)
 TG0316
 TG0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 TG0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0596 ***********************************************************************
 TF0596  DESIGNATION -  P 283 RESET
 TF0596  PID         -  TF0596
 TF0596  STATE/COUNTY-  ND/RENVILLE
 TF0596  USGS QUAD   -  ANTLER SW (1980)
 TF0596
 TF0596                         *CURRENT SURVEY CONTROL
 TF0596  ___________________________________________________________________
 TF0596* NAD 83(1986)-  48 45 48.     (N)    101 29 20.     (W)     SCALED    
 TF0596* NAVD 88     -       487.52   (+/-2cm)    1599.5    (feet)  VERTCON   
 TF0596  ___________________________________________________________________
 TF0596  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 TF0596
 TF0596  VERT ORDER  -  THIRD (See Below)
 TF0596
 TF0596.The horizontal coordinates were scaled from a topographic map and have
 TF0596.an estimated accuracy of +/- 6 seconds.
 TF0596
 TF0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0596.The vertical order pertains to the NGVD 29 superseded value.
 TF0596
 TF0596.The geoid height was determined by GEOID03.
 TF0596
 TF0596;                    North         East    Units  Estimated Accuracy
 TF0596;SPC ND N     -   196,530.      527,300.      MT  (+/- 180 meters Scaled)
 TF0596
 TF0596                          SUPERSEDED SURVEY CONTROL
 TF0596
 TF0596  NGVD 29 (11/04/04)  487.15   (m)         1598.3    (f) RESET       3  
 TF0596
 TF0596.Superseded values are not recommended for survey control.
 TF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0596.See file dsdata.txt to determine how the superseded data were derived.
 TF0596
 TF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV171041(NAD 83)
 TF0596_MARKER: DB = BENCH MARK DISK
 TF0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TF0596_SP_SET: BRIDGE
 TF0596_STAMPING: P 283 RESET 1967
 TF0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0596
 TF0596  HISTORY     - Date     Condition        Report By
 TF0596  HISTORY     - 1967     MONUMENTED       CGS
 TF0596
 TF0596                          STATION DESCRIPTION
 TF0596
 TF0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TF0596'1.0 MI E FROM MOHALL.
 TF0596'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AT
 TF0596'MOHALL, IN THE NORTH HEADWALL OF A CONCRETE BRIDGE AND NEAR THE EAST
 TF0596'END OF THE HEADWALL.  DISK SET IN A DRILL HOLE IN TOP OF HEADWALL AND
 TF0596'IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0750 ***********************************************************************
 TF0750  DESIGNATION -  P 284
 TF0750  PID         -  TF0750
 TF0750  STATE/COUNTY-  ND/BOTTINEAU
 TF0750  USGS QUAD   -  RENVILLE (1950)
 TF0750
 TF0750                         *CURRENT SURVEY CONTROL
 TF0750  ___________________________________________________________________
 TF0750* NAD 83(1986)-  48 47 30.     (N)    101 18 01.     (W)     SCALED    
 TF0750* NAVD 88     -       469.724  (meters)    1541.09   (feet)  ADJUSTED  
 TF0750  ___________________________________________________________________
 TF0750  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 TF0750  DYNAMIC HT  -         469.829 (meters)    1541.43  (feet)  COMP
 TF0750  MODELED GRAV-     980,818.6   (mgal)                       NAVD 88
 TF0750
 TF0750  VERT ORDER  -  SECOND    CLASS 0
 TF0750
 TF0750.The horizontal coordinates were scaled from a topographic map and have
 TF0750.an estimated accuracy of +/- 6 seconds.
 TF0750
 TF0750.The orthometric height was determined by differential leveling
 TF0750.and adjusted by the National Geodetic Survey in June 1991..
 TF0750
 TF0750.The geoid height was determined by GEOID03.
 TF0750
 TF0750.The dynamic height is computed by dividing the NAVD 88
 TF0750.geopotential number by the normal gravity value computed on the
 TF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0750.degrees latitude (g = 980.6199 gals.).
 TF0750
 TF0750.The modeled gravity was interpolated from observed gravity values.
 TF0750
 TF0750;                    North         East    Units  Estimated Accuracy
 TF0750;SPC ND N     -   199,510.      541,200.      MT  (+/- 180 meters Scaled)
 TF0750
 TF0750                          SUPERSEDED SURVEY CONTROL
 TF0750
 TF0750  NGVD 29 (??/??/92)  469.377  (m)         1539.95   (f) ADJ UNCH    2 0
 TF0750
 TF0750.Superseded values are not recommended for survey control.
 TF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0750.See file dsdata.txt to determine how the superseded data were derived.
 TF0750
 TF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV310068(NAD 83)
 TF0750_MARKER: DB = BENCH MARK DISK
 TF0750_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TF0750_SP_SET: 24 FT
 TF0750_STAMPING: P 284 1963
 TF0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF0750
 TF0750  HISTORY     - Date     Condition        Report By
 TF0750  HISTORY     - 1963     MONUMENTED       CGS
 TF0750
 TF0750                          STATION DESCRIPTION
 TF0750
 TF0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF0750'13.05 MI S FROM ANTLER.
 TF0750'ABOUT 0.25 MILE SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TF0750'RAILWAY STATION AT ANTLER, THENCE 0.8 MILE WEST ALONG A GRAVELED ROAD,
 TF0750'THENCE 12.0 MILES SOUTH ALONG STATE HIGHWAY 39, IN SECTION 4, T 161 N,
 TF0750'R 82 W, AT A ROAD INTERSECTION, OR 9.65 MILES EAST ALONG STATE HIGHWAY
 TF0750'5 FROM THE POST OFFICE AT MOHALL, THENCE 2.0 MILES NORTH ALONG STATE
 TF0750'HIGHWAY 39, 113 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 TF0750'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 56 FEET SOUTHWEST OF A
 TF0750'TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 1.0 FOOT WEST OF A METAL
 TF0750'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A
 TF0750'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND
 TF0750'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0037 ***********************************************************************
 SM0037  DESIGNATION -  P 285
 SM0037  PID         -  SM0037
 SM0037  STATE/COUNTY-  ND/NELSON
 SM0037  USGS QUAD   -  PEKIN (1951)
 SM0037
 SM0037                         *CURRENT SURVEY CONTROL
 SM0037  ___________________________________________________________________
 SM0037* NAD 83(1986)-  47 48 59.     (N)    098 18 39.     (W)     SCALED    
 SM0037* NAVD 88     -       453.276  (meters)    1487.12   (feet)  ADJUSTED  
 SM0037  ___________________________________________________________________
 SM0037  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 SM0037  DYNAMIC HT  -         453.353 (meters)    1487.38  (feet)  COMP
 SM0037  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 SM0037
 SM0037  VERT ORDER  -  SECOND    CLASS 0
 SM0037
 SM0037.The horizontal coordinates were scaled from a topographic map and have
 SM0037.an estimated accuracy of +/- 6 seconds.
 SM0037
 SM0037.The orthometric height was determined by differential leveling
 SM0037.and adjusted by the National Geodetic Survey in June 1991..
 SM0037
 SM0037.The geoid height was determined by GEOID03.
 SM0037
 SM0037.The dynamic height is computed by dividing the NAVD 88
 SM0037.geopotential number by the normal gravity value computed on the
 SM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0037.degrees latitude (g = 980.6199 gals.).
 SM0037
 SM0037.The modeled gravity was interpolated from observed gravity values.
 SM0037
 SM0037;                    North         East    Units  Estimated Accuracy
 SM0037;SPC ND N     -    93,100.      763,920.      MT  (+/- 180 meters Scaled)
 SM0037
 SM0037                          SUPERSEDED SURVEY CONTROL
 SM0037
 SM0037  NGVD 29 (??/??/92)  452.923  (m)         1485.96   (f) ADJ UNCH    2 0
 SM0037
 SM0037.Superseded values are not recommended for survey control.
 SM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0037.See file dsdata.txt to determine how the superseded data were derived.
 SM0037
 SM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT515961(NAD 83)
 SM0037_MARKER: DB = BENCH MARK DISK
 SM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0037_STAMPING: P 285 1963
 SM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0037+STABILITY: SURFACE MOTION
 SM0037
 SM0037  HISTORY     - Date     Condition        Report By
 SM0037  HISTORY     - 1963     MONUMENTED       CGS
 SM0037
 SM0037                          STATION DESCRIPTION
 SM0037
 SM0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0037'3.2 MI N FROM PEKIN.
 SM0037'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0037'STATION AT PEKIN, THENCE 2.3 MILES NORTH ALONG STATE HIGHWAY 1, IN
 SM0037'SECTION 14, T 150 N, R 60 W, ABOUT 83 YARDS SOUTH OF AND ACROSS THE
 SM0037'ROAD FROM A FARMHOUSE, 162 FEET SOUTHEAST OF THE CENTER OF A ROAD
 SM0037'INTERSECTION, 99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 131 FEET
 SM0037'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 4 1/2 FEET SOUTH OF A
 SM0037'POWER POLE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 SM0037'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1677 ***********************************************************************
 TF1677  DESIGNATION -  P 286
 TF1677  PID         -  TF1677
 TF1677  STATE/COUNTY-  ND/RENVILLE
 TF1677  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1677
 TF1677                         *CURRENT SURVEY CONTROL
 TF1677  ___________________________________________________________________
 TF1677* NAD 83(1986)-  48 46 40.     (N)    101 58 41.     (W)     SCALED    
 TF1677* NAVD 88     -       569.362  (meters)    1867.98   (feet)  ADJUSTED  
 TF1677  ___________________________________________________________________
 TF1677  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 TF1677  DYNAMIC HT  -         569.480 (meters)    1868.37  (feet)  COMP
 TF1677  MODELED GRAV-     980,797.8   (mgal)                       NAVD 88
 TF1677
 TF1677  VERT ORDER  -  SECOND    CLASS 0
 TF1677
 TF1677.The horizontal coordinates were scaled from a topographic map and have
 TF1677.an estimated accuracy of +/- 6 seconds.
 TF1677
 TF1677.The orthometric height was determined by differential leveling
 TF1677.and adjusted by the National Geodetic Survey in June 1991..
 TF1677
 TF1677.The geoid height was determined by GEOID03.
 TF1677
 TF1677.The dynamic height is computed by dividing the NAVD 88
 TF1677.geopotential number by the normal gravity value computed on the
 TF1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1677.degrees latitude (g = 980.6199 gals.).
 TF1677
 TF1677.The modeled gravity was interpolated from observed gravity values.
 TF1677
 TF1677;                    North         East    Units  Estimated Accuracy
 TF1677;SPC ND N     -   198,710.      491,370.      MT  (+/- 180 meters Scaled)
 TF1677
 TF1677                          SUPERSEDED SURVEY CONTROL
 TF1677
 TF1677  NGVD 29 (??/??/92)  568.966  (m)         1866.68   (f) ADJ UNCH    2 0
 TF1677
 TF1677.Superseded values are not recommended for survey control.
 TF1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1677.See file dsdata.txt to determine how the superseded data were derived.
 TF1677
 TF1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV812070(NAD 83)
 TF1677_MARKER: DB = BENCH MARK DISK
 TF1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1677_STAMPING: P 286 1963
 TF1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1677+STABILITY: SURFACE MOTION
 TF1677
 TF1677  HISTORY     - Date     Condition        Report By
 TF1677  HISTORY     - 1963     MONUMENTED       CGS
 TF1677
 TF1677                          STATION DESCRIPTION
 TF1677
 TF1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1677'3.85 MI N FROM NORMA.
 TF1677'ABOUT 0.3 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF1677'NORMA, THENCE 0.55 MILE NORTH ALONG A TRACK ROAD, THENCE 3.0 MILES
 TF1677'NORTH ALONG COUNTY ROAD 1, 1.0 MILE NORTH OF STATE HIGHWAY 5, 0.15
 TF1677'MILE SOUTH OF A SMALL GROVE OF TREES ON THE EAST SIDE OF THE ROAD, 84
 TF1677'FEET SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, 77 FEET WEST OF
 TF1677'THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER LINE OF A
 TF1677'TRACK ROAD, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A
 TF1677'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TF1677'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 TF1677'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1539 ***********************************************************************
 TF1539  DESIGNATION -  P 287
 TF1539  PID         -  TF1539
 TF1539  STATE/COUNTY-  ND/RENVILLE
 TF1539  USGS QUAD   -  TOLLEY SE (1949)
 TF1539
 TF1539                         *CURRENT SURVEY CONTROL
 TF1539  ___________________________________________________________________
 TF1539* NAD 83(1986)-  48 35 23.     (N)    101 45 20.     (W)     SCALED    
 TF1539* NAVD 88     -       560.352  (meters)    1838.42   (feet)  ADJUSTED  
 TF1539  ___________________________________________________________________
 TF1539  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 TF1539  DYNAMIC HT  -         560.459 (meters)    1838.77  (feet)  COMP
 TF1539  MODELED GRAV-     980,783.2   (mgal)                       NAVD 88
 TF1539
 TF1539  VERT ORDER  -  SECOND    CLASS 0
 TF1539
 TF1539.The horizontal coordinates were scaled from a topographic map and have
 TF1539.an estimated accuracy of +/- 6 seconds.
 TF1539
 TF1539.The orthometric height was determined by differential leveling
 TF1539.and adjusted by the National Geodetic Survey in June 1991..
 TF1539
 TF1539.The geoid height was determined by GEOID03.
 TF1539
 TF1539.The dynamic height is computed by dividing the NAVD 88
 TF1539.geopotential number by the normal gravity value computed on the
 TF1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1539.degrees latitude (g = 980.6199 gals.).
 TF1539
 TF1539.The modeled gravity was interpolated from observed gravity values.
 TF1539
 TF1539;                    North         East    Units  Estimated Accuracy
 TF1539;SPC ND N     -   177,510.      507,380.      MT  (+/- 180 meters Scaled)
 TF1539
 TF1539                          SUPERSEDED SURVEY CONTROL
 TF1539
 TF1539  NGVD 29 (??/??/92)  559.976  (m)         1837.19   (f) ADJ UNCH    2 0
 TF1539
 TF1539.Superseded values are not recommended for survey control.
 TF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1539.See file dsdata.txt to determine how the superseded data were derived.
 TF1539
 TF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU968855(NAD 83)
 TF1539_MARKER: DB = BENCH MARK DISK
 TF1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1539_STAMPING: P 287 1963
 TF1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1539+STABILITY: SURFACE MOTION
 TF1539
 TF1539  HISTORY     - Date     Condition        Report By
 TF1539  HISTORY     - 1963     MONUMENTED       CGS
 TF1539
 TF1539                          STATION DESCRIPTION
 TF1539
 TF1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TF1539'7.25 MI SW FROM GREENE.
 TF1539'ABOUT 0.25 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE
 TF1539'STATION AT GREENE, THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 28,
 TF1539'THENCE 1.0 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0 MILES WEST
 TF1539'ALONG A TRACK ROAD, IN SECTION 23, T 159 N, R 86 W, 174 FEET SOUTHEAST
 TF1539'OF THE CENTER OF AN INTERSECTION WITH A NORTH-SOUTH GRAVELED ROAD, 86
 TF1539'FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 147 FEET EAST OF THE
 TF1539'CENTER LINE OF THE GRAVELED ROAD, 169 FEET SOUTH OF AND ACROSS THE
 TF1539'TRACK ROAD FROM A POWER POLE, AT THE NORTH END OF THREE ROWS OF SMALL
 TF1539'TREES, IN LINE WITH THE MIDDLE ROW OF TREES 2.0 FEET WEST OF A METAL
 TF1539'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TF1539'4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0141 ***********************************************************************
 SM0141  DESIGNATION -  P 288
 SM0141  PID         -  SM0141
 SM0141  STATE/COUNTY-  ND/NELSON
 SM0141  USGS QUAD   -  KLOTEN NW (1961)
 SM0141
 SM0141                         *CURRENT SURVEY CONTROL
 SM0141  ___________________________________________________________________
 SM0141* NAD 83(1986)-  47 40 21.     (N)    098 14 37.     (W)     SCALED    
 SM0141* NAVD 88     -       441.048  (meters)    1447.01   (feet)  ADJUSTED  
 SM0141  ___________________________________________________________________
 SM0141  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 SM0141  DYNAMIC HT  -         441.116 (meters)    1447.23  (feet)  COMP
 SM0141  MODELED GRAV-     980,753.3   (mgal)                       NAVD 88
 SM0141
 SM0141  VERT ORDER  -  SECOND    CLASS 0
 SM0141
 SM0141.The horizontal coordinates were scaled from a topographic map and have
 SM0141.an estimated accuracy of +/- 6 seconds.
 SM0141
 SM0141.The orthometric height was determined by differential leveling
 SM0141.and adjusted by the National Geodetic Survey in June 1991..
 SM0141
 SM0141.The geoid height was determined by GEOID03.
 SM0141
 SM0141.The dynamic height is computed by dividing the NAVD 88
 SM0141.geopotential number by the normal gravity value computed on the
 SM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0141.degrees latitude (g = 980.6199 gals.).
 SM0141
 SM0141.The modeled gravity was interpolated from observed gravity values.
 SM0141
 SM0141;                    North         East    Units  Estimated Accuracy
 SM0141;SPC ND N     -    77,250.      769,420.      MT  (+/- 180 meters Scaled)
 SM0141
 SM0141                          SUPERSEDED SURVEY CONTROL
 SM0141
 SM0141  NGVD 29 (??/??/92)  440.698  (m)         1445.86   (f) ADJ UNCH    2 0
 SM0141
 SM0141.Superseded values are not recommended for survey control.
 SM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0141.See file dsdata.txt to determine how the superseded data were derived.
 SM0141
 SM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT567801(NAD 83)
 SM0141_MARKER: DB = BENCH MARK DISK
 SM0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0141_SP_SET: 20 FT
 SM0141_STAMPING: P 288 1963
 SM0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0141
 SM0141  HISTORY     - Date     Condition        Report By
 SM0141  HISTORY     - 1963     MONUMENTED       CGS
 SM0141
 SM0141                          STATION DESCRIPTION
 SM0141
 SM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0141'10.75 MI SW FROM MCVILLE.
 SM0141'ABOUT 0.9 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0141'STATION AT MCVILLE, THENCE 6.0 MILES SOUTH ALONG COUNTY ROAD 35,
 SM0141'THENCE 0.7 MILE WEST ALONG COUNTY ROAD 35, THENCE 3.15 MILES WEST
 SM0141'ALONG A GRAVELED ROAD, IN SECTION 32, T 149 N, R 59 W, 120 FEET
 SM0141'NORTHWEST OF THE CENTER OF THE JUNCTION WITH A TRAIL ROAD LEADING
 SM0141'SOUTH, 41 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD LEADING WEST,
 SM0141'9 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE, 2 FEET WEST OF A
 SM0141'FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SM0141'ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SM0141'DRIVEN TO A DEPTH OF 20 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 2
 SM0141'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0286 ***********************************************************************
 SM0286  DESIGNATION -  P 289
 SM0286  PID         -  SM0286
 SM0286  STATE/COUNTY-  ND/NELSON
 SM0286  USGS QUAD   -  BINFORD NE (1961)
 SM0286
 SM0286                         *CURRENT SURVEY CONTROL
 SM0286  ___________________________________________________________________
 SM0286* NAD 83(1986)-  47 43 48.     (N)    098 18 40.     (W)     SCALED    
 SM0286* NAVD 88     -       446.945  (meters)    1466.35   (feet)  ADJUSTED  
 SM0286  ___________________________________________________________________
 SM0286  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 SM0286  DYNAMIC HT  -         447.018 (meters)    1466.59  (feet)  COMP
 SM0286  MODELED GRAV-     980,759.1   (mgal)                       NAVD 88
 SM0286
 SM0286  VERT ORDER  -  SECOND    CLASS 0
 SM0286
 SM0286.The horizontal coordinates were scaled from a topographic map and have
 SM0286.an estimated accuracy of +/- 6 seconds.
 SM0286
 SM0286.The orthometric height was determined by differential leveling
 SM0286.and adjusted by the National Geodetic Survey in June 1991..
 SM0286
 SM0286.The geoid height was determined by GEOID03.
 SM0286
 SM0286.The dynamic height is computed by dividing the NAVD 88
 SM0286.geopotential number by the normal gravity value computed on the
 SM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0286.degrees latitude (g = 980.6199 gals.).
 SM0286
 SM0286.The modeled gravity was interpolated from observed gravity values.
 SM0286
 SM0286;                    North         East    Units  Estimated Accuracy
 SM0286;SPC ND N     -    83,500.      764,170.      MT  (+/- 180 meters Scaled)
 SM0286
 SM0286                          SUPERSEDED SURVEY CONTROL
 SM0286
 SM0286  NGVD 29 (??/??/92)  446.594  (m)         1465.20   (f) ADJ UNCH    2 0
 SM0286
 SM0286.Superseded values are not recommended for survey control.
 SM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0286.See file dsdata.txt to determine how the superseded data were derived.
 SM0286
 SM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT516865(NAD 83)
 SM0286_MARKER: DB = BENCH MARK DISK
 SM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0286_STAMPING: P 289 1963
 SM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0286+STABILITY: SURFACE MOTION
 SM0286
 SM0286  HISTORY     - Date     Condition        Report By
 SM0286  HISTORY     - 1963     MONUMENTED       CGS
 SM0286
 SM0286                          STATION DESCRIPTION
 SM0286
 SM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0286'10.1 MI S FROM PEKIN.
 SM0286'ABOUT 3.0 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0286'STATION AT PEKIN, THENCE 0.5 MILE SOUTH ACROSS COUNTRY, THENCE 0.25
 SM0286'MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.65 MILE SOUTH ALONG A TRAIL
 SM0286'ROAD TO THE JUNCTION OF THE TRAIL ROAD AND AN EAST-WEST ROAD, THENCE
 SM0286'0.15 MILE SOUTH ACROSS COUNTRY TO A FENCE CORNER, THENCE 0.5 MILE
 SM0286'SOUTH ALONG A FENCE LINE TO A GRAVELED ROAD JUNCTION, THENCE 2.05
 SM0286'MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG COUNTY
 SM0286'ROAD 18, THENCE 1.0 MILE NORTH ALONG COUNTY ROAD 18 AND STATE HIGHWAY
 SM0286'1, IN SECTION 15, T 149 N, R 60 W, 101 FEET WEST OF THE CENTER LINE OF
 SM0286'STATE HIGHWAY 1, 78 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 18, 3
 SM0286'FEET SOUTH OF A POWER POLE, 2.0 FEET NORTH OF A METAL WITNESS POST,
 SM0286'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SM0286'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0468 ***********************************************************************
 RP0468  DESIGNATION -  P 29 RESET
 RP0468  PID         -  RP0468
 RP0468  STATE/COUNTY-  ND/RANSOM
 RP0468  USGS QUAD   -  MC LEOD (1961)
 RP0468
 RP0468                         *CURRENT SURVEY CONTROL
 RP0468  ___________________________________________________________________
 RP0468* NAD 83(1986)-  46 26 31.     (N)    097 22 26.     (W)     SCALED    
 RP0468* NAVD 88     -       327.49   (meters)    1074.4    (feet)  RESET     
 RP0468  ___________________________________________________________________
 RP0468  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 RP0468
 RP0468  VERT ORDER  -  THIRD
 RP0468
 RP0468.The horizontal coordinates were scaled from a topographic map and have
 RP0468.an estimated accuracy of +/- 6 seconds.
 RP0468
 RP0468.The orthometric height was computed from unverified reset data.
 RP0468.No vertical observational check was made to the station.
 RP0468
 RP0468.The geoid height was determined by GEOID03.
 RP0468
 RP0468;                    North         East    Units  Estimated Accuracy
 RP0468;SPC ND S     -    90,960.      840,150.      MT  (+/- 180 meters Scaled)
 RP0468
 RP0468                          SUPERSEDED SURVEY CONTROL
 RP0468
 RP0468  NGVD 29 (11/04/04)  327.20   (m)         1073.5    (f) RESET       3  
 RP0468
 RP0468.Superseded values are not recommended for survey control.
 RP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0468.See file dsdata.txt to determine how the superseded data were derived.
 RP0468
 RP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS249444(NAD 83)
 RP0468_MARKER: DB = BENCH MARK DISK
 RP0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0468_SP_SET: MONUMENT
 RP0468_STAMPING: P 29 RESET 1974
 RP0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0468
 RP0468  HISTORY     - Date     Condition        Report By
 RP0468  HISTORY     - 1974     MONUMENTED       NGS
 RP0468
 RP0468                          STATION DESCRIPTION
 RP0468
 RP0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 RP0468'4.6 MI SE FROM VENLO.
 RP0468'ABOUT 4.6 MILES SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RP0468'AT VENLO, IN THE NORTHWEST ANGLE OF THE CROSSING OF STATE HIGHWAY 27,
 RP0468'104 FEET NORTH OF THE CENTER OF HIGHWAY 27, 75 FEET SOUTHWEST OF THE
 RP0468'CENTER OF THE RAILROAD TRACKS, 43 FEET WEST OF A FENCE CORNER, 1.1
 RP0468'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.2 FEET EAST OF A METAL
 RP0468'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 RP0468'PROJECTS 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0675 ***********************************************************************
 SM0675  DESIGNATION -  P 290
 SM0675  PID         -  SM0675
 SM0675  STATE/COUNTY-  ND/EDDY
 SM0675  USGS QUAD   -  JOHNSON LAKE (1961)
 SM0675
 SM0675                         *CURRENT SURVEY CONTROL
 SM0675  ___________________________________________________________________
 SM0675* NAD 83(1986)-  47 44 42.     (N)    098 35 16.     (W)     SCALED    
 SM0675* NAVD 88     -       467.592  (meters)    1534.09   (feet)  ADJUSTED  
 SM0675  ___________________________________________________________________
 SM0675  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 SM0675  DYNAMIC HT  -         467.659 (meters)    1534.31  (feet)  COMP
 SM0675  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 SM0675
 SM0675  VERT ORDER  -  SECOND    CLASS 0
 SM0675
 SM0675.The horizontal coordinates were scaled from a topographic map and have
 SM0675.an estimated accuracy of +/- 6 seconds.
 SM0675
 SM0675.The orthometric height was determined by differential leveling
 SM0675.and adjusted by the National Geodetic Survey in June 1991..
 SM0675
 SM0675.The geoid height was determined by GEOID03.
 SM0675
 SM0675.The dynamic height is computed by dividing the NAVD 88
 SM0675.geopotential number by the normal gravity value computed on the
 SM0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0675.degrees latitude (g = 980.6199 gals.).
 SM0675
 SM0675.The modeled gravity was interpolated from observed gravity values.
 SM0675
 SM0675;                    North         East    Units  Estimated Accuracy
 SM0675;SPC ND N     -    84,610.      743,380.      MT  (+/- 180 meters Scaled)
 SM0675
 SM0675                          SUPERSEDED SURVEY CONTROL
 SM0675
 SM0675  NGVD 29 (??/??/92)  467.227  (m)         1532.89   (f) ADJ UNCH    2 0
 SM0675
 SM0675.Superseded values are not recommended for survey control.
 SM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0675.See file dsdata.txt to determine how the superseded data were derived.
 SM0675
 SM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT309880(NAD 83)
 SM0675_MARKER: DB = BENCH MARK DISK
 SM0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0675_STAMPING: P 290 1963
 SM0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0675+STABILITY: SURFACE MOTION
 SM0675
 SM0675  HISTORY     - Date     Condition        Report By
 SM0675  HISTORY     - 1963     MONUMENTED       CGS
 SM0675
 SM0675                          STATION DESCRIPTION
 SM0675
 SM0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0675'7.7 MI S FROM HAMAR.
 SM0675'1.05 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SM0675'STATION AT HAMAR, THENCE 0.55 MILE WEST ALONG A GRAVELED ROAD, THENCE
 SM0675'6.0 MILES SOUTH ALONG STATE HIGHWAYS 20 AND 15, THENCE 0.1 MILE EAST
 SM0675'ALONG A GRAVELED ROAD, IN THE SOUTHWEST CORNER OF SECTION 3, T 140 N,
 SM0675'R 62 W, 93 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45.5 FEET
 SM0675'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL COMMUNITY HALL, 8.0 FEET
 SM0675'NORTH NORTHEAST OF A POWER POLE, 2.0 FEET WEST OF A FENCE AND 1.0 FOOT
 SM0675'SOUTH OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE POST
 SM0675'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0869 ***********************************************************************
 TE0869  DESIGNATION -  P 291
 TE0869  PID         -  TE0869
 TE0869  STATE/COUNTY-  ND/RAMSEY
 TE0869  USGS QUAD   -  DOYON (1971)
 TE0869
 TE0869                         *CURRENT SURVEY CONTROL
 TE0869  ___________________________________________________________________
 TE0869* NAD 83(1986)-  48 01 20.     (N)    098 32 58.     (W)     SCALED    
 TE0869* NAVD 88     -       466.136  (meters)    1529.31   (feet)  ADJUSTED  
 TE0869  ___________________________________________________________________
 TE0869  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 TE0869  DYNAMIC HT  -         466.208 (meters)    1529.55  (feet)  COMP
 TE0869  MODELED GRAV-     980,752.0   (mgal)                       NAVD 88
 TE0869
 TE0869  VERT ORDER  -  SECOND    CLASS 0
 TE0869
 TE0869.The horizontal coordinates were scaled from a topographic map and have
 TE0869.an estimated accuracy of +/- 6 seconds.
 TE0869
 TE0869.The orthometric height was determined by differential leveling
 TE0869.and adjusted by the National Geodetic Survey in June 1991..
 TE0869
 TE0869.The geoid height was determined by GEOID03.
 TE0869
 TE0869.The dynamic height is computed by dividing the NAVD 88
 TE0869.geopotential number by the normal gravity value computed on the
 TE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0869.degrees latitude (g = 980.6199 gals.).
 TE0869
 TE0869.The modeled gravity was interpolated from observed gravity values.
 TE0869
 TE0869;                    North         East    Units  Estimated Accuracy
 TE0869;SPC ND N     -   115,490.      745,470.      MT  (+/- 180 meters Scaled)
 TE0869
 TE0869                          SUPERSEDED SURVEY CONTROL
 TE0869
 TE0869  NGVD 29 (??/??/92)  465.753  (m)         1528.06   (f) ADJ UNCH    2 0
 TE0869
 TE0869.Superseded values are not recommended for survey control.
 TE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0869.See file dsdata.txt to determine how the superseded data were derived.
 TE0869
 TE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU335188(NAD 83)
 TE0869_MARKER: DB = BENCH MARK DISK
 TE0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0869_STAMPING: P 291 1963
 TE0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0869+STABILITY: SURFACE MOTION
 TE0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TE0869+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2001
 TE0869
 TE0869  HISTORY     - Date     Condition        Report By
 TE0869  HISTORY     - 1963     MONUMENTED       CGS
 TE0869  HISTORY     - 20010125 GOOD             NDWC
 TE0869
 TE0869                          STATION DESCRIPTION
 TE0869
 TE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TE0869'6.9 MI SE FROM CRARY.
 TE0869'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0869'AT CRARY, THENCE 2.9 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 2.0
 TE0869'MILES EAST ALONG A GRAVELED ROAD, IN SECTION 2, T 152 N, R 62 W, 145
 TE0869'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A GRAVELED ROAD,
 TE0869'56 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF A
 TE0869'FENCE, 6 FEET EAST OF A POWER POLE, 2.0 FEET SOUTH OF A METAL WITNESS
 TE0869'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0869'A CONCRETE POST PROJECTING 5 INCHES.
 TE0869
 TE0869                          STATION RECOVERY (2001)
 TE0869
 TE0869'RECOVERY NOTE BY NORTH DAKOTA WATER COMMISSION 2001 (TD)
 TE0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0227 ***********************************************************************
 SM0227  DESIGNATION -  P 292
 SM0227  PID         -  SM0227
 SM0227  STATE/COUNTY-  ND/NELSON
 SM0227  USGS QUAD   -  MC VILLE (1961)
 SM0227
 SM0227                         *CURRENT SURVEY CONTROL
 SM0227  ___________________________________________________________________
 SM0227* NAD 83(1986)-  47 51 37.     (N)    098 09 38.     (W)     SCALED    
 SM0227* NAVD 88     -       457.203  (meters)    1500.01   (feet)  ADJUSTED  
 SM0227  ___________________________________________________________________
 SM0227  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 SM0227  DYNAMIC HT  -         457.282 (meters)    1500.27  (feet)  COMP
 SM0227  MODELED GRAV-     980,768.9   (mgal)                       NAVD 88
 SM0227
 SM0227  VERT ORDER  -  SECOND    CLASS 0
 SM0227
 SM0227.The horizontal coordinates were scaled from a topographic map and have
 SM0227.an estimated accuracy of +/- 6 seconds.
 SM0227
 SM0227.The orthometric height was determined by differential leveling
 SM0227.and adjusted by the National Geodetic Survey in June 1991..
 SM0227
 SM0227.The geoid height was determined by GEOID03.
 SM0227
 SM0227.The dynamic height is computed by dividing the NAVD 88
 SM0227.geopotential number by the normal gravity value computed on the
 SM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0227.degrees latitude (g = 980.6199 gals.).
 SM0227
 SM0227.The modeled gravity was interpolated from observed gravity values.
 SM0227
 SM0227;                    North         East    Units  Estimated Accuracy
 SM0227;SPC ND N     -    98,310.      775,020.      MT  (+/- 180 meters Scaled)
 SM0227
 SM0227                          SUPERSEDED SURVEY CONTROL
 SM0227
 SM0227  NGVD 29 (??/??/92)  456.842  (m)         1498.82   (f) ADJ UNCH    2 0
 SM0227
 SM0227.Superseded values are not recommended for survey control.
 SM0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0227.See file dsdata.txt to determine how the superseded data were derived.
 SM0227
 SM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU627011(NAD 83)
 SM0227_MARKER: DB = BENCH MARK DISK
 SM0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0227_STAMPING: P 292 1963
 SM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0227+STABILITY: SURFACE MOTION
 SM0227
 SM0227  HISTORY     - Date     Condition        Report By
 SM0227  HISTORY     - 1963     MONUMENTED       CGS
 SM0227  HISTORY     - 1963     GOOD             NGS
 SM0227
 SM0227                          STATION DESCRIPTION
 SM0227
 SM0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0227'7.55 MI N FROM MCVILLE.
 SM0227'ABOUT 0.25 MILE EAST ALONG COUNTY ROAD 15 FROM THE GREAT NORTHERN
 SM0227'RAILWAY STATION AT MCVILLE, THENCE 7.3 MILES NORTH ALONG COUNTY ROAD
 SM0227'35, IN SECTION 36, T 151 N, R 59 W, AT AN INTERSECTION OF THE COUNTY
 SM0227'ROAD AND A GRAVELED ROAD, 75 FEET EAST OF THE CENTER LINE OF THE
 SM0227'COUNTY ROAD, 292 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, 5
 SM0227'1/2 FEET WEST OF UNDERGROUND TELEPHONE CABLE MARKER NUMBER A27A, 2.0
 SM0227'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 SM0227'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 SM0227
 SM0227                          STATION RECOVERY (1963)
 SM0227
 SM0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 SM0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0054 ***********************************************************************
 SM0054  DESIGNATION -  P 293
 SM0054  PID         -  SM0054
 SM0054  STATE/COUNTY-  ND/NELSON
 SM0054  USGS QUAD   -  KLOTEN NW (1961)
 SM0054
 SM0054                         *CURRENT SURVEY CONTROL
 SM0054  ___________________________________________________________________
 SM0054* NAD 83(1986)-  47 44 48.     (N)    098 08 48.     (W)     SCALED    
 SM0054* NAVD 88     -       445.469  (meters)    1461.51   (feet)  ADJUSTED  
 SM0054  ___________________________________________________________________
 SM0054  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 SM0054  DYNAMIC HT  -         445.541 (meters)    1461.75  (feet)  COMP
 SM0054  MODELED GRAV-     980,759.3   (mgal)                       NAVD 88
 SM0054
 SM0054  VERT ORDER  -  SECOND    CLASS 0
 SM0054
 SM0054.The horizontal coordinates were scaled from a topographic map and have
 SM0054.an estimated accuracy of +/- 6 seconds.
 SM0054
 SM0054.The orthometric height was determined by differential leveling
 SM0054.and adjusted by the National Geodetic Survey in June 1991..
 SM0054
 SM0054.The geoid height was determined by GEOID03.
 SM0054
 SM0054.The dynamic height is computed by dividing the NAVD 88
 SM0054.geopotential number by the normal gravity value computed on the
 SM0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0054.degrees latitude (g = 980.6199 gals.).
 SM0054
 SM0054.The modeled gravity was interpolated from observed gravity values.
 SM0054
 SM0054;                    North         East    Units  Estimated Accuracy
 SM0054;SPC ND N     -    85,710.      776,440.      MT  (+/- 180 meters Scaled)
 SM0054
 SM0054                          SUPERSEDED SURVEY CONTROL
 SM0054
 SM0054  NGVD 29 (??/??/92)  445.106  (m)         1460.32   (f) ADJ UNCH    2 0
 SM0054
 SM0054.Superseded values are not recommended for survey control.
 SM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0054.See file dsdata.txt to determine how the superseded data were derived.
 SM0054
 SM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT639884(NAD 83)
 SM0054_MARKER: DB = BENCH MARK DISK
 SM0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0054_STAMPING: P 293 1963
 SM0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0054+STABILITY: SURFACE MOTION
 SM0054
 SM0054  HISTORY     - Date     Condition        Report By
 SM0054  HISTORY     - 1963     MONUMENTED       CGS
 SM0054
 SM0054                          STATION DESCRIPTION
 SM0054
 SM0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0054'1.8 MI SE FROM MCVILLE.
 SM0054'ABOUT 1.8 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SM0054'STATION AT MCVILLE, IN SECTION 1, T 149 N, R 59 W, 7 FEET NORTHWEST OF
 SM0054'MILEPOST 76, 39 FEET NORTHEAST OF THE NORTHEAST RAIL, 165 FEET
 SM0054'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 15, 2.0 FEET SOUTHEAST
 SM0054'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND
 SM0054'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0361 ***********************************************************************
 SM0361  DESIGNATION -  P 294
 SM0361  PID         -  SM0361
 SM0361  STATE/COUNTY-  ND/GRIGGS
 SM0361  USGS QUAD   -  JESSIE (1961)
 SM0361
 SM0361                         *CURRENT SURVEY CONTROL
 SM0361  ___________________________________________________________________
 SM0361* NAD 83(1986)-  47 30 00.     (N)    098 07 56.     (W)     SCALED    
 SM0361* NAVD 88     -       433.979  (meters)    1423.81   (feet)  ADJUSTED  
 SM0361  ___________________________________________________________________
 SM0361  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 SM0361  DYNAMIC HT  -         434.029 (meters)    1423.98  (feet)  COMP
 SM0361  MODELED GRAV-     980,713.8   (mgal)                       NAVD 88
 SM0361
 SM0361  VERT ORDER  -  SECOND    CLASS 0
 SM0361
 SM0361.The horizontal coordinates were scaled from a topographic map and have
 SM0361.an estimated accuracy of +/- 6 seconds.
 SM0361
 SM0361.The orthometric height was determined by differential leveling
 SM0361.and adjusted by the National Geodetic Survey in June 1991..
 SM0361
 SM0361.The geoid height was determined by GEOID03.
 SM0361
 SM0361.The dynamic height is computed by dividing the NAVD 88
 SM0361.geopotential number by the normal gravity value computed on the
 SM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0361.degrees latitude (g = 980.6199 gals.).
 SM0361
 SM0361.The modeled gravity was interpolated from observed gravity values.
 SM0361
 SM0361;                    North         East    Units  Estimated Accuracy
 SM0361;SPC ND N     -    58,330.      778,370.      MT  (+/- 180 meters Scaled)
 SM0361
 SM0361                          SUPERSEDED SURVEY CONTROL
 SM0361
 SM0361  NGVD 29 (??/??/92)  433.618  (m)         1422.63   (f) ADJ UNCH    2 0
 SM0361
 SM0361.Superseded values are not recommended for survey control.
 SM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0361.See file dsdata.txt to determine how the superseded data were derived.
 SM0361
 SM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT653610(NAD 83)
 SM0361_MARKER: DB = BENCH MARK DISK
 SM0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0361_STAMPING: P 294 1963
 SM0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0361+STABILITY: SURFACE MOTION
 SM0361
 SM0361  HISTORY     - Date     Condition        Report By
 SM0361  HISTORY     - 1963     MONUMENTED       CGS
 SM0361
 SM0361                          STATION DESCRIPTION
 SM0361
 SM0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0361'4.4 MI N FROM COOPERSTOWN.
 SM0361'ABOUT 0.2 MILE EAST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0361'RAILWAY STATION AT COOPERSTOWN, THENCE 4.2 MILES NORTH ALONG STATE
 SM0361'HIGHWAY 45, IN SECTION 1, T 146 N, R 59 W, AT THE WEST END OF A 0.5
 SM0361'MILE OFFSET IN THE HIGHWAY, 219 FEET SOUTHWEST OF THE CENTER LINE OF
 SM0361'THE HIGHWAY, 78 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 4
 SM0361'FEET EAST OF A POWER POLE, 1.7 FEET WEST OF A METAL WITNESS POST,
 SM0361'ABOUT LEVEL WITH THE EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE
 SM0361'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0965 ***********************************************************************
 SL0965  DESIGNATION -  P 295
 SL0965  PID         -  SL0965
 SL0965  STATE/COUNTY-  ND/GRAND FORKS
 SL0965  USGS QUAD   -  FINLEY NE (1967)
 SL0965
 SL0965                         *CURRENT SURVEY CONTROL
 SL0965  ___________________________________________________________________
 SL0965* NAD 83(1986)-  47 40 20.     (N)    097 50 17.     (W)     SCALED    
 SL0965* NAVD 88     -       440.825  (meters)    1446.27   (feet)  ADJUSTED  
 SL0965  ___________________________________________________________________
 SL0965  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 SL0965  DYNAMIC HT  -         440.883 (meters)    1446.46  (feet)  COMP
 SL0965  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 SL0965
 SL0965  VERT ORDER  -  SECOND    CLASS 0
 SL0965
 SL0965.The horizontal coordinates were scaled from a topographic map and have
 SL0965.an estimated accuracy of +/- 6 seconds.
 SL0965
 SL0965.The orthometric height was determined by differential leveling
 SL0965.and adjusted by the National Geodetic Survey in June 1991..
 SL0965
 SL0965.The geoid height was determined by GEOID03.
 SL0965
 SL0965.The dynamic height is computed by dividing the NAVD 88
 SL0965.geopotential number by the normal gravity value computed on the
 SL0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0965.degrees latitude (g = 980.6199 gals.).
 SL0965
 SL0965.The modeled gravity was interpolated from observed gravity values.
 SL0965
 SL0965;                    North         East    Units  Estimated Accuracy
 SL0965;SPC ND N     -    78,190.      799,860.      MT  (+/- 180 meters Scaled)
 SL0965
 SL0965                          SUPERSEDED SURVEY CONTROL
 SL0965
 SL0965  NGVD 29 (??/??/92)  440.456  (m)         1445.06   (f) ADJ UNCH    2 0
 SL0965
 SL0965.Superseded values are not recommended for survey control.
 SL0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0965.See file dsdata.txt to determine how the superseded data were derived.
 SL0965
 SL0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT872805(NAD 83)
 SL0965_MARKER: DB = BENCH MARK DISK
 SL0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0965_STAMPING: P 295 1963
 SL0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0965+STABILITY: SURFACE MOTION
 SL0965
 SL0965  HISTORY     - Date     Condition        Report By
 SL0965  HISTORY     - 1963     MONUMENTED       CGS
 SL0965  HISTORY     - 1983     GOOD             USPSQD
 SL0965
 SL0965                          STATION DESCRIPTION
 SL0965
 SL0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0965'7.9 MI NE FROM SHARON.
 SL0965'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL0965'CHURCH AT SHARON, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE
 SL0965'5.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 33, T 149 N, R 56 W,
 SL0965'AT THE BEGINNING OF GRAND FORKS COUNTY ROAD 16 WHICH IS AT THE
 SL0965'STEELE-GRAND FORKS COUNTY LINE, 90 FEET WEST OF THE CENTER OF THE
 SL0965'INTERSECTION OF THE GRAVELED ROAD AND A GRAVELED ROAD LEADING EAST AND
 SL0965'A TRAIL ROAD LEADING WEST, 53 FEET SOUTHWEST OF THE CENTER LINE OF
 SL0965'THE ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 14 FEET NORTH OF THE
 SL0965'CENTER LINE OF THE TRAIL ROAD, 2 FEET NORTHWEST OF A WHITE RIGHT OF
 SL0965'WAY MARKER POST NUMBER S 559-3, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 SL0965'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SL0965'CONCRETE POST PROJECTING 3 INCHES.
 SL0965
 SL0965                          STATION RECOVERY (1983)
 SL0965
 SL0965'RECOVERY NOTE BY US POWER SQUADRON 1983
 SL0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0938 ***********************************************************************
 SL0938  DESIGNATION -  P 296
 SL0938  PID         -  SL0938
 SL0938  STATE/COUNTY-  ND/NELSON
 SL0938  USGS QUAD   -  LAKE PICKARD (1971)
 SL0938
 SL0938                         *CURRENT SURVEY CONTROL
 SL0938  ___________________________________________________________________
 SL0938* NAD 83(1986)-  47 58 29.     (N)    097 52 55.     (W)     SCALED    
 SL0938* NAVD 88     -       448.836  (meters)    1472.56   (feet)  ADJUSTED  
 SL0938  ___________________________________________________________________
 SL0938  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 SL0938  DYNAMIC HT  -         448.909 (meters)    1472.80  (feet)  COMP
 SL0938  MODELED GRAV-     980,759.1   (mgal)                       NAVD 88
 SL0938
 SL0938  VERT ORDER  -  SECOND    CLASS 0
 SL0938
 SL0938.The horizontal coordinates were scaled from a topographic map and have
 SL0938.an estimated accuracy of +/- 6 seconds.
 SL0938
 SL0938.The orthometric height was determined by differential leveling
 SL0938.and adjusted by the National Geodetic Survey in June 1991..
 SL0938
 SL0938.The geoid height was determined by GEOID03.
 SL0938
 SL0938.The dynamic height is computed by dividing the NAVD 88
 SL0938.geopotential number by the normal gravity value computed on the
 SL0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0938.degrees latitude (g = 980.6199 gals.).
 SL0938
 SL0938.The modeled gravity was interpolated from observed gravity values.
 SL0938
 SL0938;                    North         East    Units  Estimated Accuracy
 SL0938;SPC ND N     -   111,690.      795,420.      MT  (+/- 180 meters Scaled)
 SL0938
 SL0938                          SUPERSEDED SURVEY CONTROL
 SL0938
 SL0938  NGVD 29 (??/??/92)  448.461  (m)         1471.33   (f) ADJ UNCH    2 0
 SL0938
 SL0938.Superseded values are not recommended for survey control.
 SL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0938.See file dsdata.txt to determine how the superseded data were derived.
 SL0938
 SL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU834140(NAD 83)
 SL0938_MARKER: DB = BENCH MARK DISK
 SL0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0938_STAMPING: P 296 1963
 SL0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0938+STABILITY: SURFACE MOTION
 SL0938
 SL0938  HISTORY     - Date     Condition        Report By
 SL0938  HISTORY     - 1963     MONUMENTED       CGS
 SL0938
 SL0938                          STATION DESCRIPTION
 SL0938
 SL0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0938'2.0 MI S FROM NIAGARA.
 SL0938'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0938'AT NIAGARA, THENCE 1.5 MILES SOUTH ALONG COUNTY ROAD 9, IN SECTION 24,
 SL0938'T 152 N, R 57 W, 57 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET
 SL0938'NORTHWEST OF A POWER POLE, 5 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET
 SL0938'EAST OF A FENCE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 SL0938'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 SL0938'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0988 ***********************************************************************
 SL0988  DESIGNATION -  P 297
 SL0988  PID         -  SL0988
 SL0988  STATE/COUNTY-  ND/GRAND FORKS
 SL0988  USGS QUAD   -  LARIMORE SW (1963)
 SL0988
 SL0988                         *CURRENT SURVEY CONTROL
 SL0988  ___________________________________________________________________
 SL0988* NAD 83(1986)-  47 45 32.     (N)    097 42 35.     (W)     SCALED    
 SL0988* NAVD 88     -       374.301  (meters)    1228.02   (feet)  ADJUSTED  
 SL0988  ___________________________________________________________________
 SL0988  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 SL0988  DYNAMIC HT  -         374.356 (meters)    1228.20  (feet)  COMP
 SL0988  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 SL0988
 SL0988  VERT ORDER  -  SECOND    CLASS 0
 SL0988
 SL0988.The horizontal coordinates were scaled from a topographic map and have
 SL0988.an estimated accuracy of +/- 6 seconds.
 SL0988
 SL0988.The orthometric height was determined by differential leveling
 SL0988.and adjusted by the National Geodetic Survey in June 1991..
 SL0988
 SL0988.The geoid height was determined by GEOID03.
 SL0988
 SL0988.The dynamic height is computed by dividing the NAVD 88
 SL0988.geopotential number by the normal gravity value computed on the
 SL0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0988.degrees latitude (g = 980.6199 gals.).
 SL0988
 SL0988.The modeled gravity was interpolated from observed gravity values.
 SL0988
 SL0988;                    North         East    Units  Estimated Accuracy
 SL0988;SPC ND N     -    88,160.      809,140.      MT  (+/- 180 meters Scaled)
 SL0988
 SL0988                          SUPERSEDED SURVEY CONTROL
 SL0988
 SL0988  NGVD 29 (??/??/92)  373.937  (m)         1226.83   (f) ADJ UNCH    2 0
 SL0988
 SL0988.Superseded values are not recommended for survey control.
 SL0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0988.See file dsdata.txt to determine how the superseded data were derived.
 SL0988
 SL0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT966903(NAD 83)
 SL0988_MARKER: DB = BENCH MARK DISK
 SL0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0988_STAMPING: P 297 1963
 SL0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0988+STABILITY: SURFACE MOTION
 SL0988
 SL0988  HISTORY     - Date     Condition        Report By
 SL0988  HISTORY     - 1963     MONUMENTED       CGS
 SL0988
 SL0988                          STATION DESCRIPTION
 SL0988
 SL0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0988'9.2 MI NW FROM NORTHWOOD.
 SL0988'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0988'STATON AT NORTHWOOD, THENCE 4.9 MILES WEST ALONG A PAVED ROAD, THENCE
 SL0988'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 2.0 MILES WEST ALONG
 SL0988'STATE HIGHWAY 15, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, AT A
 SL0988'INTERSECTION, IN SECTION 32, T 150 N, R 55 W, 164 FEET WEST OF THE
 SL0988'EAST-WEST ROAD, 62 FEET NORTH OF THE NORTH-SOUTH ROAD, 177 FEET
 SL0988'NORTHWEST OF THE CENTER OF THE INTERSECTION, 7 FEET SOUTH OF A POWER
 SL0988'POLE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 SL0988'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0923 ***********************************************************************
 SL0923  DESIGNATION -  P 298
 SL0923  PID         -  SL0923
 SL0923  STATE/COUNTY-  ND/NELSON
 SL0923  USGS QUAD   -  NIAGARA SW (1963)
 SL0923
 SL0923                         *CURRENT SURVEY CONTROL
 SL0923  ___________________________________________________________________
 SL0923* NAD 83(1986)-  47 48 59.     (N)    097 59 24.     (W)     SCALED    
 SL0923* NAVD 88     -       458.137  (meters)    1503.07   (feet)  ADJUSTED  
 SL0923  ___________________________________________________________________
 SL0923  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 SL0923  DYNAMIC HT  -         458.205 (meters)    1503.29  (feet)  COMP
 SL0923  MODELED GRAV-     980,747.5   (mgal)                       NAVD 88
 SL0923
 SL0923  VERT ORDER  -  SECOND    CLASS 0
 SL0923
 SL0923.The horizontal coordinates were scaled from a topographic map and have
 SL0923.an estimated accuracy of +/- 6 seconds.
 SL0923
 SL0923.The orthometric height was determined by differential leveling
 SL0923.and adjusted by the National Geodetic Survey in June 1991..
 SL0923
 SL0923.The geoid height was determined by GEOID03.
 SL0923
 SL0923.The dynamic height is computed by dividing the NAVD 88
 SL0923.geopotential number by the normal gravity value computed on the
 SL0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0923.degrees latitude (g = 980.6199 gals.).
 SL0923
 SL0923.The modeled gravity was interpolated from observed gravity values.
 SL0923
 SL0923;                    North         East    Units  Estimated Accuracy
 SL0923;SPC ND N     -    93,830.      787,930.      MT  (+/- 180 meters Scaled)
 SL0923
 SL0923                          SUPERSEDED SURVEY CONTROL
 SL0923
 SL0923  NGVD 29 (??/??/92)  457.766  (m)         1501.85   (f) ADJ UNCH    2 0
 SL0923
 SL0923.Superseded values are not recommended for survey control.
 SL0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0923.See file dsdata.txt to determine how the superseded data were derived.
 SL0923
 SL0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT756963(NAD 83)
 SL0923_MARKER: DB = BENCH MARK DISK
 SL0923_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0923_SP_SET: 24 FT
 SL0923_STAMPING: P 298 1963
 SL0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0923
 SL0923  HISTORY     - Date     Condition        Report By
 SL0923  HISTORY     - 1963     MONUMENTED       CGS
 SL0923
 SL0923                          STATION DESCRIPTION
 SL0923
 SL0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0923'9.7 MI N FROM ANETA.
 SL0923'ABOUT 0.05 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT ANETA,
 SL0923'THENCE 9.65 MILES NORTH ALONG STATE HIGHWAY 32, OR ABOUT 0.85 MILE
 SL0923'SOUTHEAST ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN RAILWAY
 SL0923'STATION AT PETERSBURG, THENCE 13.0 MILES SOUTH ALONG STATE HIGHWAY 32,
 SL0923'IN SECTION 18, T 150 N, R 57 W, 196 FEET SOUTHWEST OF THE CENTER OF
 SL0923'THE INTERSECTION OF STATE HIGHWAY 32 AND A TRAIL ROAD, 115 FEET WEST
 SL0923'OF THE CENTER LINE OF THE HIGHWAY, 183 FEET SOUTH OF THE CENTER LINE
 SL0923'OF THE TRAIL ROAD, 2 FEET NORTH OF A POWER POLE, 1.5 FEET SOUTH OF A
 SL0923'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY
 SL0923'AND ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24
 SL0923'FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0209 ***********************************************************************
 SM0209  DESIGNATION -  P 299
 SM0209  PID         -  SM0209
 SM0209  STATE/COUNTY-  ND/NELSON
 SM0209  USGS QUAD   -  BITTER LAKE (1971)
 SM0209
 SM0209                         *CURRENT SURVEY CONTROL
 SM0209  ___________________________________________________________________
 SM0209* NAD 83(1986)-  47 57 30.     (N)    098 14 47.     (W)     SCALED    
 SM0209* NAVD 88     -       462.639  (meters)    1517.84   (feet)  ADJUSTED  
 SM0209  ___________________________________________________________________
 SM0209  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 SM0209  DYNAMIC HT  -         462.719 (meters)    1518.10  (feet)  COMP
 SM0209  MODELED GRAV-     980,770.2   (mgal)                       NAVD 88
 SM0209
 SM0209  VERT ORDER  -  SECOND    CLASS 0
 SM0209
 SM0209.The horizontal coordinates were scaled from a topographic map and have
 SM0209.an estimated accuracy of +/- 6 seconds.
 SM0209
 SM0209.The orthometric height was determined by differential leveling
 SM0209.and adjusted by the National Geodetic Survey in June 1991..
 SM0209
 SM0209.The geoid height was determined by GEOID03.
 SM0209
 SM0209.The dynamic height is computed by dividing the NAVD 88
 SM0209.geopotential number by the normal gravity value computed on the
 SM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0209.degrees latitude (g = 980.6199 gals.).
 SM0209
 SM0209.The modeled gravity was interpolated from observed gravity values.
 SM0209
 SM0209;                    North         East    Units  Estimated Accuracy
 SM0209;SPC ND N     -   109,010.      768,280.      MT  (+/- 180 meters Scaled)
 SM0209
 SM0209                          SUPERSEDED SURVEY CONTROL
 SM0209
 SM0209  NGVD 29 (??/??/92)  462.272  (m)         1516.64   (f) ADJ UNCH    2 0
 SM0209
 SM0209.Superseded values are not recommended for survey control.
 SM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0209.See file dsdata.txt to determine how the superseded data were derived.
 SM0209
 SM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU562119(NAD 83)
 SM0209_MARKER: DB = BENCH MARK DISK
 SM0209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0209_SP_SET: 15 FT
 SM0209_STAMPING: P 299 1963
 SM0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0209
 SM0209  HISTORY     - Date     Condition        Report By
 SM0209  HISTORY     - 1963     MONUMENTED       CGS
 SM0209
 SM0209                          STATION DESCRIPTION
 SM0209
 SM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0209'10.0 MI SE FROM LAKOTA.
 SM0209'ABOUT 0.4 MILE EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SM0209'AT LAKOTA, THENCE 5.4 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 4.0
 SM0209'MILES EAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A
 SM0209'GRAVELED ROAD, IN SECTION 29, T 152 N, R 59 W, 73 FEET EAST OF THE
 SM0209'CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A POWER POLE, 2.0 FEET
 SM0209'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SM0209'ROAD, AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 SM0209'DRIVEN TO A DEPTH OF 15 FEET AND ENCASED IN A 6-INCH TILE PROJECTING 7
 SM0209'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0200 ***********************************************************************
 TF0200  DESIGNATION -  P 3
 TF0200  PID         -  TF0200
 TF0200  STATE/COUNTY-  ND/MCHENRY
 TF0200  USGS QUAD   -  TOWNER (1980)
 TF0200
 TF0200                         *CURRENT SURVEY CONTROL
 TF0200  ___________________________________________________________________
 TF0200* NAD 83(1986)-  48 19 51.     (N)    100 29 48.     (W)     SCALED    
 TF0200* NAVD 88     -       449.769  (meters)    1475.62   (feet)  ADJUSTED  
 TF0200  ___________________________________________________________________
 TF0200  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 TF0200  DYNAMIC HT  -         449.858 (meters)    1475.91  (feet)  COMP
 TF0200  MODELED GRAV-     980,794.9   (mgal)                       NAVD 88
 TF0200
 TF0200  VERT ORDER  -  FIRST     CLASS II
 TF0200
 TF0200.The horizontal coordinates were scaled from a topographic map and have
 TF0200.an estimated accuracy of +/- 6 seconds.
 TF0200
 TF0200.The orthometric height was determined by differential leveling
 TF0200.and adjusted by the National Geodetic Survey in June 1991..
 TF0200
 TF0200.The geoid height was determined by GEOID03.
 TF0200
 TF0200.The dynamic height is computed by dividing the NAVD 88
 TF0200.geopotential number by the normal gravity value computed on the
 TF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0200.degrees latitude (g = 980.6199 gals.).
 TF0200
 TF0200.The modeled gravity was interpolated from observed gravity values.
 TF0200
 TF0200;                    North         East    Units  Estimated Accuracy
 TF0200;SPC ND N     -   147,970.      600,250.      MT  (+/- 180 meters Scaled)
 TF0200
 TF0200                          SUPERSEDED SURVEY CONTROL
 TF0200
 TF0200  NGVD 29 (??/??/92)  449.390  (m)         1474.37   (f) ADJ UNCH    1 2
 TF0200
 TF0200.Superseded values are not recommended for survey control.
 TF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0200.See file dsdata.txt to determine how the superseded data were derived.
 TF0200
 TF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU890541(NAD 83)
 TF0200_MARKER: P = PIPE CAP
 TF0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TF0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TF0200_STAMPING: P 3 ELEV 1474.374 FT
 TF0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0200
 TF0200  HISTORY     - Date     Condition        Report By
 TF0200  HISTORY     - UNK      MONUMENTED       CGS
 TF0200  HISTORY     - 1964     GOOD             NGS
 TF0200  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0200
 TF0200                          STATION DESCRIPTION
 TF0200
 TF0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TF0200'4.25 MI W FROM TOWNER.
 TF0200'ABOUT 4.25 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TF0200'STATION AT TOWNER, OR ABOUT 4.5 MILES EAST ALONG THE GREAT NORTHERN
 TF0200'RAILWAY FROM THE STATION AT DENBIGH, IN S 13, T 156 N, R 77 W, AT A
 TF0200'ROAD CROSSING, 15 POLES EAST OF MILEPOST 166, 94 FEET NORTH OF THE
 TF0200'NORTH RAIL, 37 FEET NORTHEAST OF A TELEGRAPH POLE, 29 FEET WEST OF THE
 TF0200'CENTER LINE OF A NORTHSOUTH SECTION LINE TRAIL ROAD, 5 FEET SOUTHEAST
 TF0200'OF A FENCE CORNER, 0.5 FOOT WEST OF A METAL WITNESS POST, ABOUT 4 FEET
 TF0200'BELOW THE LEVEL OF THE TRACK, A CAP ON THE TOP OF A PIPE WHICH
 TF0200'PROJECTS 3 INCHES.
 TF0200
 TF0200                          STATION RECOVERY (1982)
 TF0200
 TF0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0200'NOT SEARCHED FOR, NOT ACCESSIBLE THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0571 ***********************************************************************
 RP0571  DESIGNATION -  P 30
 RP0571  PID         -  RP0571
 RP0571  STATE/COUNTY-  ND/RANSOM
 RP0571  USGS QUAD   -  ENDERLIN SOUTH (1960)
 RP0571
 RP0571                         *CURRENT SURVEY CONTROL
 RP0571  ___________________________________________________________________
 RP0571* NAD 83(1986)-  46 33 41.     (N)    097 34 21.     (W)     SCALED    
 RP0571* NAVD 88     -       341.800  (meters)    1121.39   (feet)  ADJUSTED  
 RP0571  ___________________________________________________________________
 RP0571  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 RP0571  DYNAMIC HT  -         341.815 (meters)    1121.44  (feet)  COMP
 RP0571  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 RP0571
 RP0571  VERT ORDER  -  SECOND    CLASS 0
 RP0571
 RP0571.The horizontal coordinates were scaled from a topographic map and have
 RP0571.an estimated accuracy of +/- 6 seconds.
 RP0571
 RP0571.The orthometric height was determined by differential leveling
 RP0571.and adjusted by the National Geodetic Survey in June 1991..
 RP0571
 RP0571.The geoid height was determined by GEOID03.
 RP0571
 RP0571.The dynamic height is computed by dividing the NAVD 88
 RP0571.geopotential number by the normal gravity value computed on the
 RP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0571.degrees latitude (g = 980.6199 gals.).
 RP0571
 RP0571.The modeled gravity was interpolated from observed gravity values.
 RP0571
 RP0571;                    North         East    Units  Estimated Accuracy
 RP0571;SPC ND S     -   103,640.      824,410.      MT  (+/- 180 meters Scaled)
 RP0571
 RP0571                          SUPERSEDED SURVEY CONTROL
 RP0571
 RP0571  NGVD 29 (??/??/92)  341.490  (m)         1120.37   (f) ADJ UNCH    2 0
 RP0571
 RP0571.Superseded values are not recommended for survey control.
 RP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0571.See file dsdata.txt to determine how the superseded data were derived.
 RP0571
 RP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS094574(NAD 83)
 RP0571_MARKER: DB = BENCH MARK DISK
 RP0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0571_STAMPING: P-30 1934
 RP0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0571+STABILITY: SURFACE MOTION
 RP0571
 RP0571  HISTORY     - Date     Condition        Report By
 RP0571  HISTORY     - 1934     MONUMENTED       CGS
 RP0571
 RP0571                          STATION DESCRIPTION
 RP0571
 RP0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0571'4.2 MI W FROM SHELDON.
 RP0571'ALONG THE NORTHERN PACIFIC RAILROAD, 22 POLES SOUTHWEST OF MILEPOLE
 RP0571'NO. 44 AT PUBLIC ROAD CROSSING.  100 FEET NORTHEAST OF THE CENTER OF
 RP0571'THE CROSSING, 40 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 12
 RP0571'FEET NORTHWEST OF TELEGRAPH POLE AND 3 FEET SOUTHEAST OF RIGHT OF WAY
 RP0571'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0152 ***********************************************************************
 SM0152  DESIGNATION -  P 300
 SM0152  PID         -  SM0152
 SM0152  STATE/COUNTY-  ND/NELSON
 SM0152  USGS QUAD   -  BINFORD NW (1961)
 SM0152
 SM0152                         *CURRENT SURVEY CONTROL
 SM0152  ___________________________________________________________________
 SM0152* NAD 83(1986)-  47 40 21.     (N)    098 23 51.     (W)     SCALED    
 SM0152* NAVD 88     -       464.411  (meters)    1523.66   (feet)  ADJUSTED  
 SM0152  ___________________________________________________________________
 SM0152  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 SM0152  DYNAMIC HT  -         464.479 (meters)    1523.88  (feet)  COMP
 SM0152  MODELED GRAV-     980,743.0   (mgal)                       NAVD 88
 SM0152
 SM0152  VERT ORDER  -  SECOND    CLASS 0
 SM0152
 SM0152.The horizontal coordinates were scaled from a topographic map and have
 SM0152.an estimated accuracy of +/- 6 seconds.
 SM0152
 SM0152.The orthometric height was determined by differential leveling
 SM0152.and adjusted by the National Geodetic Survey in June 1991..
 SM0152
 SM0152.The geoid height was determined by GEOID03.
 SM0152
 SM0152.The dynamic height is computed by dividing the NAVD 88
 SM0152.geopotential number by the normal gravity value computed on the
 SM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0152.degrees latitude (g = 980.6199 gals.).
 SM0152
 SM0152.The modeled gravity was interpolated from observed gravity values.
 SM0152
 SM0152;                    North         East    Units  Estimated Accuracy
 SM0152;SPC ND N     -    76,920.      757,870.      MT  (+/- 180 meters Scaled)
 SM0152
 SM0152                          SUPERSEDED SURVEY CONTROL
 SM0152
 SM0152  NGVD 29 (??/??/92)  464.057  (m)         1522.49   (f) ADJ UNCH    2 0
 SM0152
 SM0152.Superseded values are not recommended for survey control.
 SM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0152.See file dsdata.txt to determine how the superseded data were derived.
 SM0152
 SM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT452800(NAD 83)
 SM0152_MARKER: DB = BENCH MARK DISK
 SM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0152_STAMPING: P 300 1963
 SM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0152+STABILITY: SURFACE MOTION
 SM0152
 SM0152  HISTORY     - Date     Condition        Report By
 SM0152  HISTORY     - 1963     MONUMENTED       CGS
 SM0152
 SM0152                          STATION DESCRIPTION
 SM0152
 SM0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0152'13.5 MI SE FROM TOLNA.
 SM0152'ABOUT 10.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 SM0152'RAILWAY STATION AT TOLNA, THENCE 2.6 MILES EAST ALONG A FENCE LINE, IN
 SM0152'SECTION 36, T 149 N, R 61 W, 0.55 MILE WEST OF THE VIGESAA THORVAL
 SM0152'FARMHOUSE, 71 1/2 FEET NORTH OF AND ACROSS A TRAIL ROAD FROM THE FENCE
 SM0152'LINE, 43 FEET NORTH OF THE CENTER LINE OF THE TRAIL ROAD, 123 YARDS
 SM0152'WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 107 FEET EAST
 SM0152'OF A GATE WHICH IS AT THE NORTHEAST CORNER OF A PASTURE, 18 1/2 FEET
 SM0152'WEST OF A POWER POLE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST AND
 SM0152'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0999 ***********************************************************************
 SL0999  DESIGNATION -  P 301
 SL0999  PID         -  SL0999
 SL0999  STATE/COUNTY-  ND/GRAND FORKS
 SL0999  USGS QUAD   -  NORTHWOOD NW (1970)
 SL0999
 SL0999                         *CURRENT SURVEY CONTROL
 SL0999  ___________________________________________________________________
 SL0999* NAD 83(1986)-  47 40 20.     (N)    097 40 04.     (W)     SCALED    
 SL0999* NAVD 88     -       353.028  (meters)    1158.23   (feet)  ADJUSTED  
 SL0999  ___________________________________________________________________
 SL0999  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 SL0999  DYNAMIC HT  -         353.077 (meters)    1158.39  (feet)  COMP
 SL0999  MODELED GRAV-     980,741.9   (mgal)                       NAVD 88
 SL0999
 SL0999  VERT ORDER  -  SECOND    CLASS 0
 SL0999
 SL0999.The horizontal coordinates were scaled from a topographic map and have
 SL0999.an estimated accuracy of +/- 6 seconds.
 SL0999
 SL0999.The orthometric height was determined by differential leveling
 SL0999.and adjusted by the National Geodetic Survey in June 1991..
 SL0999
 SL0999.The geoid height was determined by GEOID03.
 SL0999
 SL0999.The dynamic height is computed by dividing the NAVD 88
 SL0999.geopotential number by the normal gravity value computed on the
 SL0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0999.degrees latitude (g = 980.6199 gals.).
 SL0999
 SL0999.The modeled gravity was interpolated from observed gravity values.
 SL0999
 SL0999;                    North         East    Units  Estimated Accuracy
 SL0999;SPC ND N     -    78,650.      812,640.      MT  (+/- 180 meters Scaled)
 SL0999
 SL0999                          SUPERSEDED SURVEY CONTROL
 SL0999
 SL0999  NGVD 29 (??/??/92)  352.667  (m)         1157.04   (f) ADJ UNCH    2 0
 SL0999
 SL0999.Superseded values are not recommended for survey control.
 SL0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0999.See file dsdata.txt to determine how the superseded data were derived.
 SL0999
 SL0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT000807(NAD 83)
 SL0999_MARKER: DB = BENCH MARK DISK
 SL0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0999_STAMPING: P 301 1963
 SL0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0999+STABILITY: SURFACE MOTION
 SL0999
 SL0999  HISTORY     - Date     Condition        Report By
 SL0999  HISTORY     - 1963     MONUMENTED       CGS
 SL0999  HISTORY     - 1968     GOOD             DOD
 SL0999
 SL0999                          STATION DESCRIPTION
 SL0999
 SL0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0999'9.2 MI SW FROM NORTHWOOD.
 SL0999'ABOUT 0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0999'STATION AT NORTHWOOD, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, THENCE
 SL0999'4.2 MILES WEST ALONG A GRAVELED ROAD, THENCE 4.0 MILES SOUTH ALONG A
 SL0999'GRAVELED ROAD, IN SECTION 34, T 149 N, R 55 W, AT THE GRAND
 SL0999'FORKS-STEELE COUNTY LINE, 100 FEET NORTHWEST OF THE CENTER OF A ROAD
 SL0999'JUNCTION, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 91 FEET NORTH
 SL0999'OF THE CENTER LINE OF AN EAST-WEST ROAD, 2 FEET WEST OF A FENCE, 1.8
 SL0999'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 SL0999'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 SL0999
 SL0999                          STATION RECOVERY (1968)
 SL0999
 SL0999'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL1053 ***********************************************************************
 SL1053  DESIGNATION -  P 302
 SL1053  PID         -  SL1053
 SL1053  STATE/COUNTY-  ND/STEELE
 SL1053  USGS QUAD   -  SHARON (1967)
 SL1053
 SL1053                         *CURRENT SURVEY CONTROL
 SL1053  ___________________________________________________________________
 SL1053* NAD 83(1986)-  47 36 03.     (N)    097 56 33.     (W)     SCALED    
 SL1053* NAVD 88     -       464.060  (meters)    1522.50   (feet)  ADJUSTED  
 SL1053  ___________________________________________________________________
 SL1053  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 SL1053  DYNAMIC HT  -         464.112 (meters)    1522.67  (feet)  COMP
 SL1053  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 SL1053
 SL1053  VERT ORDER  -  SECOND    CLASS 0
 SL1053
 SL1053.The horizontal coordinates were scaled from a topographic map and have
 SL1053.an estimated accuracy of +/- 6 seconds.
 SL1053
 SL1053.The orthometric height was determined by differential leveling
 SL1053.and adjusted by the National Geodetic Survey in June 1991..
 SL1053
 SL1053.The geoid height was determined by GEOID03.
 SL1053
 SL1053.The dynamic height is computed by dividing the NAVD 88
 SL1053.geopotential number by the normal gravity value computed on the
 SL1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1053.degrees latitude (g = 980.6199 gals.).
 SL1053
 SL1053.The modeled gravity was interpolated from observed gravity values.
 SL1053
 SL1053;                    North         East    Units  Estimated Accuracy
 SL1053;SPC ND N     -    70,000.      792,280.      MT  (+/- 180 meters Scaled)
 SL1053
 SL1053                          SUPERSEDED SURVEY CONTROL
 SL1053
 SL1053  NGVD 29 (??/??/92)  463.688  (m)         1521.28   (f) ADJ UNCH    2 0
 SL1053
 SL1053.Superseded values are not recommended for survey control.
 SL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1053.See file dsdata.txt to determine how the superseded data were derived.
 SL1053
 SL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT794724(NAD 83)
 SL1053_MARKER: DB = BENCH MARK DISK
 SL1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL1053_STAMPING: P 302 1963
 SL1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1053+STABILITY: SURFACE MOTION
 SL1053
 SL1053  HISTORY     - Date     Condition        Report By
 SL1053  HISTORY     - 1963     MONUMENTED       CGS
 SL1053
 SL1053                          STATION DESCRIPTION
 SL1053
 SL1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL1053'2.1 MI W FROM SHARON.
 SL1053'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 32 FROM THE TRINITY LUTHERAN
 SL1053'CHURCH AT SHARON, IN SECTION 32, T 148 N, 57 W, 145 FEET SOUTHWEST OF
 SL1053'THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVELED ROAD, 100
 SL1053'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 99 FEET WEST OF THE
 SL1053'CENTER LINE OF THE NORTH-SOUTH ROAD, 34 FEET WEST OF A TELEPHONE POLE,
 SL1053'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 SL1053'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0458 ***********************************************************************
 SM0458  DESIGNATION -  P 303
 SM0458  PID         -  SM0458
 SM0458  STATE/COUNTY-  ND/GRIGGS
 SM0458  USGS QUAD   -  COOPERSTOWN EAST (1984)
 SM0458
 SM0458                         *CURRENT SURVEY CONTROL
 SM0458  ___________________________________________________________________
 SM0458* NAD 83(1986)-  47 26 30.     (N)    098 02 56.     (W)     SCALED    
 SM0458* NAVD 88     -       436.496  (meters)    1432.07   (feet)  ADJUSTED  
 SM0458  ___________________________________________________________________
 SM0458  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 SM0458  DYNAMIC HT  -         436.541 (meters)    1432.22  (feet)  COMP
 SM0458  MODELED GRAV-     980,702.8   (mgal)                       NAVD 88
 SM0458
 SM0458  VERT ORDER  -  SECOND    CLASS 0
 SM0458
 SM0458.The horizontal coordinates were scaled from a topographic map and have
 SM0458.an estimated accuracy of +/- 6 seconds.
 SM0458
 SM0458.The orthometric height was determined by differential leveling
 SM0458.and adjusted by the National Geodetic Survey in June 1991..
 SM0458
 SM0458.The geoid height was determined by GEOID03.
 SM0458
 SM0458.The dynamic height is computed by dividing the NAVD 88
 SM0458.geopotential number by the normal gravity value computed on the
 SM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0458.degrees latitude (g = 980.6199 gals.).
 SM0458
 SM0458.The modeled gravity was interpolated from observed gravity values.
 SM0458
 SM0458;                    North         East    Units  Estimated Accuracy
 SM0458;SPC ND N     -    52,050.      784,850.      MT  (+/- 180 meters Scaled)
 SM0458
 SM0458                          SUPERSEDED SURVEY CONTROL
 SM0458
 SM0458  NGVD 29 (??/??/92)  436.135  (m)         1430.89   (f) ADJ UNCH    2 0
 SM0458
 SM0458.Superseded values are not recommended for survey control.
 SM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0458.See file dsdata.txt to determine how the superseded data were derived.
 SM0458
 SM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT717546(NAD 83)
 SM0458_MARKER: DB = BENCH MARK DISK
 SM0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0458_STAMPING: P 303 1963
 SM0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0458+STABILITY: SURFACE MOTION
 SM0458
 SM0458  HISTORY     - Date     Condition        Report By
 SM0458  HISTORY     - 1963     MONUMENTED       CGS
 SM0458
 SM0458                          STATION DESCRIPTION
 SM0458
 SM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0458'3.9 MI E FROM COOPERSTOWN.
 SM0458'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0458'STATION AT COOPERSTOWN, THENCE 1.0 MILE EAST ALONG ROLLIN AVENUE,
 SM0458'THENCE 2.7 MILES EAST ALONG STATE HIGHWAY 7, IN SECTION 27, T 146 N, R
 SM0458'58 W, AT A ROAD INTERSECTION, 96 FEET SOUTH OF THE CENTER LINE OF THE
 SM0458'HIGHWAY, 82 FEET EAST OF THE CENTER LINE OF A ROAD, 8 FEET EAST OF A
 SM0458'TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 1.9 FEET WEST OF A METAL
 SM0458'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 SM0458'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0636 ***********************************************************************
 SL0636  DESIGNATION -  P 304
 SL0636  PID         -  SL0636
 SL0636  STATE/COUNTY-  ND/STEELE
 SL0636  USGS QUAD   -  HOPE NE (1968)
 SL0636
 SL0636                         *CURRENT SURVEY CONTROL
 SL0636  ___________________________________________________________________
 SL0636* NAD 83(1986)-  47 28 37.     (N)    097 37 22.     (W)     SCALED    
 SL0636* NAVD 88     -       340.380  (meters)    1116.73   (feet)  ADJUSTED  
 SL0636  ___________________________________________________________________
 SL0636  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 SL0636  DYNAMIC HT  -         340.423 (meters)    1116.87  (feet)  COMP
 SL0636  MODELED GRAV-     980,729.7   (mgal)                       NAVD 88
 SL0636
 SL0636  VERT ORDER  -  SECOND    CLASS 0
 SL0636
 SL0636.The horizontal coordinates were scaled from a topographic map and have
 SL0636.an estimated accuracy of +/- 6 seconds.
 SL0636
 SL0636.The orthometric height was determined by differential leveling
 SL0636.and adjusted by the National Geodetic Survey in June 1991..
 SL0636
 SL0636.The geoid height was determined by GEOID03.
 SL0636
 SL0636.The dynamic height is computed by dividing the NAVD 88
 SL0636.geopotential number by the normal gravity value computed on the
 SL0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0636.degrees latitude (g = 980.6199 gals.).
 SL0636
 SL0636.The modeled gravity was interpolated from observed gravity values.
 SL0636
 SL0636;                    North         East    Units  Estimated Accuracy
 SL0636;SPC ND N     -    57,080.      816,820.      MT  (+/- 180 meters Scaled)
 SL0636
 SL0636                          SUPERSEDED SURVEY CONTROL
 SL0636
 SL0636  NGVD 29 (??/??/92)  340.027  (m)         1115.57   (f) ADJ UNCH    2 0
 SL0636
 SL0636.Superseded values are not recommended for survey control.
 SL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0636.See file dsdata.txt to determine how the superseded data were derived.
 SL0636
 SL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT037590(NAD 83)
 SL0636_MARKER: DB = BENCH MARK DISK
 SL0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0636_STAMPING: P 304 1963
 SL0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0636+STABILITY: SURFACE MOTION
 SL0636
 SL0636  HISTORY     - Date     Condition        Report By
 SL0636  HISTORY     - 1963     MONUMENTED       CGS
 SL0636
 SL0636                          STATION DESCRIPTION
 SL0636
 SL0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0636'11.45 MI NE FROM PICKERT.
 SL0636'8.8 MILES EAST ALONG A GRAVELED ROAD FROM THE GRAIN ELEVATOR AT
 SL0636'PICKERT, THENCE 2.65 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 11,
 SL0636'T 146 N, R 55 W, 89 FEET WEST OF THE CENTER LINE OF THE ROAD, AT THE
 SL0636'EAST END OF A ROW OF TREES, 1.7 FEET WEST OF A METAL WITNESS POST,
 SL0636'ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 SL0636'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0839 ***********************************************************************
 SL0839  DESIGNATION -  P 305
 SL0839  PID         -  SL0839
 SL0839  STATE/COUNTY-  ND/GRAND FORKS
 SL0839  USGS QUAD   -  LARIMORE EAST (1963)
 SL0839
 SL0839                         *CURRENT SURVEY CONTROL
 SL0839  ___________________________________________________________________
 SL0839* NAD 83(1986)-  47 53 20.     (N)    097 36 50.     (W)     SCALED    
 SL0839* NAVD 88     -       344.411  (meters)    1129.96   (feet)  ADJUSTED  
 SL0839  ___________________________________________________________________
 SL0839  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 SL0839  DYNAMIC HT  -         344.467 (meters)    1130.14  (feet)  COMP
 SL0839  MODELED GRAV-     980,766.8   (mgal)                       NAVD 88
 SL0839
 SL0839  VERT ORDER  -  SECOND    CLASS 0
 SL0839
 SL0839.The horizontal coordinates were scaled from a topographic map and have
 SL0839.an estimated accuracy of +/- 6 seconds.
 SL0839
 SL0839.The orthometric height was determined by differential leveling
 SL0839.and adjusted by the National Geodetic Survey in June 1991..
 SL0839
 SL0839.The geoid height was determined by GEOID03.
 SL0839
 SL0839.The dynamic height is computed by dividing the NAVD 88
 SL0839.geopotential number by the normal gravity value computed on the
 SL0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0839.degrees latitude (g = 980.6199 gals.).
 SL0839
 SL0839.The modeled gravity was interpolated from observed gravity values.
 SL0839
 SL0839;                    North         East    Units  Estimated Accuracy
 SL0839;SPC ND N     -   102,870.      815,780.      MT  (+/- 180 meters Scaled)
 SL0839
 SL0839                          SUPERSEDED SURVEY CONTROL
 SL0839
 SL0839  NGVD 29 (??/??/92)  344.048  (m)         1128.76   (f) ADJ UNCH    2 0
 SL0839
 SL0839.Superseded values are not recommended for survey control.
 SL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0839.See file dsdata.txt to determine how the superseded data were derived.
 SL0839
 SL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU036048(NAD 83)
 SL0839_MARKER: DB = BENCH MARK DISK
 SL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0839_STAMPING: P 305 1963
 SL0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0839+STABILITY: SURFACE MOTION
 SL0839
 SL0839  HISTORY     - Date     Condition        Report By
 SL0839  HISTORY     - 1963     MONUMENTED       CGS
 SL0839
 SL0839                          STATION DESCRIPTION
 SL0839
 SL0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SL0839'1.3 MI SE FROM LARIMORE.
 SL0839'ABOUT 1.3 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0839'STATION AT LARIMORE, IN SECTION 19, T 151 N, R 54 W, 74 FEET SOUTHWEST
 SL0839'OF THE CENTER OF A CROSSING, 38 FEET WEST OF THE WEST RAIL, 58 FEET
 SL0839'SOUTH OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTH OF A TELEPHONE
 SL0839'POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 SL0839'THE LEVEL OF THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0839'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0251 ***********************************************************************
 SM0251  DESIGNATION -  P 306
 SM0251  PID         -  SM0251
 SM0251  STATE/COUNTY-  ND/NELSON
 SM0251  USGS QUAD   -  MC VILLE (1961)
 SM0251
 SM0251                         *CURRENT SURVEY CONTROL
 SM0251  ___________________________________________________________________
 SM0251* NAD 83(1986)-  47 51 37.     (N)    098 12 14.     (W)     SCALED    
 SM0251* NAVD 88     -       460.000  (meters)    1509.18   (feet)  ADJUSTED  
 SM0251  ___________________________________________________________________
 SM0251  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 SM0251  DYNAMIC HT  -         460.080 (meters)    1509.45  (feet)  COMP
 SM0251  MODELED GRAV-     980,770.5   (mgal)                       NAVD 88
 SM0251
 SM0251  VERT ORDER  -  SECOND    CLASS 0
 SM0251
 SM0251.The horizontal coordinates were scaled from a topographic map and have
 SM0251.an estimated accuracy of +/- 6 seconds.
 SM0251
 SM0251.The orthometric height was determined by differential leveling
 SM0251.and adjusted by the National Geodetic Survey in June 1991..
 SM0251
 SM0251.The geoid height was determined by GEOID03.
 SM0251
 SM0251.The dynamic height is computed by dividing the NAVD 88
 SM0251.geopotential number by the normal gravity value computed on the
 SM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0251.degrees latitude (g = 980.6199 gals.).
 SM0251
 SM0251.The modeled gravity was interpolated from observed gravity values.
 SM0251
 SM0251;                    North         East    Units  Estimated Accuracy
 SM0251;SPC ND N     -    98,210.      771,780.      MT  (+/- 180 meters Scaled)
 SM0251
 SM0251                          SUPERSEDED SURVEY CONTROL
 SM0251
 SM0251  NGVD 29 (??/??/92)  459.641  (m)         1508.01   (f) ADJ UNCH    2 0
 SM0251
 SM0251.Superseded values are not recommended for survey control.
 SM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0251.See file dsdata.txt to determine how the superseded data were derived.
 SM0251
 SM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNU595010(NAD 83)
 SM0251_MARKER: DB = BENCH MARK DISK
 SM0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0251_STAMPING: P 306 1963
 SM0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0251+STABILITY: SURFACE MOTION
 SM0251
 SM0251  HISTORY     - Date     Condition        Report By
 SM0251  HISTORY     - 1963     MONUMENTED       CGS
 SM0251
 SM0251                          STATION DESCRIPTION
 SM0251
 SM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0251'9.55 MI N FROM MCVILLE.
 SM0251'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 15 FROM THE GREAT NORTHERN
 SM0251'RAILWAY STATION AT MCVILLE, THENCE 7.3 MILES NORTH ALONG COUNTY ROAD
 SM0251'35, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, IN SECTION 28, T 151
 SM0251'N, R 59 W, 105 FEET NORTHWEST OF THE CENTER OF A INTERSECTION OF A
 SM0251'GRAVELED ROAD NORTH AND TRAIL ROAD SOUTH, 93 FEET NORTH OF THE CENTER
 SM0251'LINE OF THE ROAD, 54 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 SM0251'ROAD, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 SM0251'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SM0251'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0322 ***********************************************************************
 SM0322  DESIGNATION -  P 307
 SM0322  PID         -  SM0322
 SM0322  STATE/COUNTY-  ND/GRIGGS
 SM0322  USGS QUAD   -  KLOTEN SE (1967)
 SM0322
 SM0322                         *CURRENT SURVEY CONTROL
 SM0322  ___________________________________________________________________
 SM0322* NAD 83(1986)-  47 36 05.     (N)    098 06 45.     (W)     SCALED    
 SM0322* NAVD 88     -       413.813  (meters)    1357.65   (feet)  ADJUSTED  
 SM0322  ___________________________________________________________________
 SM0322  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 SM0322  DYNAMIC HT  -         413.866 (meters)    1357.83  (feet)  COMP
 SM0322  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 SM0322
 SM0322  VERT ORDER  -  SECOND    CLASS 0
 SM0322
 SM0322.The horizontal coordinates were scaled from a topographic map and have
 SM0322.an estimated accuracy of +/- 6 seconds.
 SM0322
 SM0322.The orthometric height was determined by differential leveling
 SM0322.and adjusted by the National Geodetic Survey in June 1991..
 SM0322
 SM0322.The geoid height was determined by GEOID03.
 SM0322
 SM0322.The dynamic height is computed by dividing the NAVD 88
 SM0322.geopotential number by the normal gravity value computed on the
 SM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0322.degrees latitude (g = 980.6199 gals.).
 SM0322
 SM0322.The modeled gravity was interpolated from observed gravity values.
 SM0322
 SM0322;                    North         East    Units  Estimated Accuracy
 SM0322;SPC ND N     -    69,650.      779,500.      MT  (+/- 180 meters Scaled)
 SM0322
 SM0322                          SUPERSEDED SURVEY CONTROL
 SM0322
 SM0322  NGVD 29 (??/??/92)  413.450  (m)         1356.46   (f) ADJ UNCH    2 0
 SM0322
 SM0322.Superseded values are not recommended for survey control.
 SM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0322.See file dsdata.txt to determine how the superseded data were derived.
 SM0322
 SM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT667723(NAD 83)
 SM0322_MARKER: DB = BENCH MARK DISK
 SM0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SM0322_SP_SET: 24 FT
 SM0322_STAMPING: P 307 1963
 SM0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0322
 SM0322  HISTORY     - Date     Condition        Report By
 SM0322  HISTORY     - 1963     MONUMENTED       CGS
 SM0322
 SM0322                          STATION DESCRIPTION
 SM0322
 SM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0322'12.2 MI NE FROM COOPERSTOWN.
 SM0322'ABOUT 0.2 MILE WEST ALONG ROBERTS AVENUE FROM THE NORTHERN PACIFIC
 SM0322'RAILWAY STATION AT COOPERSTOWN, THENCE 7.2 MILES NORTH ALONG STATE
 SM0322'HIGHWAY 45, THENCE 3.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.8
 SM0322'MILES NORTHEAST ALONG A GRAVELED ROAD, OR ABOUT 0.2 MILE WEST ALONG
 SM0322'MAIN STREET FROM THE GREAT NORTHERN RAILWAY STATION AT ANETA, THENCE
 SM0322'4.55 MILES SOUTH ALONG STATE HIGHWAY 32, THENCE 5.05 MILES WEST ALONG
 SM0322'A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 SM0322'1.0 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 35, T 148 N, R 59 W,
 SM0322'184 FEET NORTHWEST OF THE CENTER OF A JUNCTION OF THE GRAVELED ROAD
 SM0322'WITH A GRAVELED ROAD LEADING NORTH, 98 FEET WEST OF THE CENTER LINE OF
 SM0322'THE GRAVELED ROAD LEADING NORTH, 230 FEET SOUTH OF THE CENTER LINE OF
 SM0322'THE ENTRANCE TO THE OTTAWA CHURCHYARD AND CEMETERY, 117 FEET NORTH OF
 SM0322'THE SOUTHEAST CORNER OF THE CEMETERY FENCE, 2 FEET EAST OF THE
 SM0322'CEMETERY FENCE, ABOUT LEVEL WITH THE ROAD LEADING NORTH AND SET ON TOP
 SM0322'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET
 SM0322'AND ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0495 ***********************************************************************
 SM0495  DESIGNATION -  P 308
 SM0495  PID         -  SM0495
 SM0495  STATE/COUNTY-  ND/GRIGGS
 SM0495  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0495
 SM0495                         *CURRENT SURVEY CONTROL
 SM0495  ___________________________________________________________________
 SM0495* NAD 83(1986)-  47 23 56.     (N)    098 13 12.     (W)     SCALED    
 SM0495* NAVD 88     -       437.594  (meters)    1435.67   (feet)  ADJUSTED  
 SM0495  ___________________________________________________________________
 SM0495  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 SM0495  DYNAMIC HT  -         437.640 (meters)    1435.82  (feet)  COMP
 SM0495  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 SM0495
 SM0495  VERT ORDER  -  SECOND    CLASS 0
 SM0495
 SM0495.The horizontal coordinates were scaled from a topographic map and have
 SM0495.an estimated accuracy of +/- 6 seconds.
 SM0495
 SM0495.The orthometric height was determined by differential leveling
 SM0495.and adjusted by the National Geodetic Survey in June 1991..
 SM0495
 SM0495.The geoid height was determined by GEOID03.
 SM0495
 SM0495.The dynamic height is computed by dividing the NAVD 88
 SM0495.geopotential number by the normal gravity value computed on the
 SM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0495.degrees latitude (g = 980.6199 gals.).
 SM0495
 SM0495.The modeled gravity was interpolated from observed gravity values.
 SM0495
 SM0495;                    North         East    Units  Estimated Accuracy
 SM0495;SPC ND N     -    46,900.      772,090.      MT  (+/- 180 meters Scaled)
 SM0495
 SM0495                          SUPERSEDED SURVEY CONTROL
 SM0495
 SM0495  NGVD 29 (??/??/92)  437.239  (m)         1434.51   (f) ADJ UNCH    2 0
 SM0495
 SM0495.Superseded values are not recommended for survey control.
 SM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0495.See file dsdata.txt to determine how the superseded data were derived.
 SM0495
 SM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT588497(NAD 83)
 SM0495_MARKER: DB = BENCH MARK DISK
 SM0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0495_STAMPING: P 308 1963
 SM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0495+STABILITY: SURFACE MOTION
 SM0495
 SM0495  HISTORY     - Date     Condition        Report By
 SM0495  HISTORY     - 1963     MONUMENTED       CGS
 SM0495
 SM0495                          STATION DESCRIPTION
 SM0495
 SM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0495'7.5 MI SW FROM COOPERSTOWN.
 SM0495'ABOUT 0.2 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0495'STATION AT COOPERSTOWN, THENCE 0.7 MILE WEST ALONG ROLLIN AVENUE,
 SM0495'THENCE 3.6 MILES WEST ALONG STATE HIGHWAY 7 AND 1, THENCE 3.0 MILES
 SM0495'SOUTH ALONG A GRAVELED ROAD, IN SECTION 5, T 145 N, R 59 W, 110 FEET
 SM0495'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, 81 FEET EAST OF THE
 SM0495'CENTER LINE OF THE ROAD, 74 FEET NORTH OF THE CENTER LINE OF AN
 SM0495'EAST-WEST ROAD, 7 FEET EAST OF A POWER POLE WHICH IS BRACED BY 2 GUY
 SM0495'WIRES, 2 FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST,
 SM0495'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 SM0495'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0310 ***********************************************************************
 SM0310  DESIGNATION -  P 309
 SM0310  PID         -  SM0310
 SM0310  STATE/COUNTY-  ND/GRIGGS
 SM0310  USGS QUAD   -  JESSIE (1961)
 SM0310
 SM0310                         *CURRENT SURVEY CONTROL
 SM0310  ___________________________________________________________________
 SM0310* NAD 83(1986)-  47 36 17.     (N)    098 14 39.     (W)     SCALED    
 SM0310* NAVD 88     -       460.238  (meters)    1509.96   (feet)  ADJUSTED  
 SM0310  ___________________________________________________________________
 SM0310  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 SM0310  DYNAMIC HT  -         460.306 (meters)    1510.19  (feet)  COMP
 SM0310  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 SM0310
 SM0310  VERT ORDER  -  SECOND    CLASS 0
 SM0310
 SM0310.The horizontal coordinates were scaled from a topographic map and have
 SM0310.an estimated accuracy of +/- 6 seconds.
 SM0310
 SM0310.The orthometric height was determined by differential leveling
 SM0310.and adjusted by the National Geodetic Survey in June 1991..
 SM0310
 SM0310.The geoid height was determined by GEOID03.
 SM0310
 SM0310.The dynamic height is computed by dividing the NAVD 88
 SM0310.geopotential number by the normal gravity value computed on the
 SM0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0310.degrees latitude (g = 980.6199 gals.).
 SM0310
 SM0310.The modeled gravity was interpolated from observed gravity values.
 SM0310
 SM0310;                    North         East    Units  Estimated Accuracy
 SM0310;SPC ND N     -    69,720.      769,600.      MT  (+/- 180 meters Scaled)
 SM0310
 SM0310                          SUPERSEDED SURVEY CONTROL
 SM0310
 SM0310  NGVD 29 (??/??/92)  459.892  (m)         1508.83   (f) ADJ UNCH    2 0
 SM0310
 SM0310.Superseded values are not recommended for survey control.
 SM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0310.See file dsdata.txt to determine how the superseded data were derived.
 SM0310
 SM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT568726(NAD 83)
 SM0310_MARKER: DB = BENCH MARK DISK
 SM0310_SETTING: 80 = SET IN A BOULDER
 SM0310_SP_SET: BOULDER
 SM0310_STAMPING: P 309 1963
 SM0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0310+STABILITY: SURFACE MOTION
 SM0310
 SM0310  HISTORY     - Date     Condition        Report By
 SM0310  HISTORY     - 1963     MONUMENTED       CGS
 SM0310
 SM0310                          STATION DESCRIPTION
 SM0310
 SM0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 SM0310'8.25 MI NE FROM BINFORD.
 SM0310'ABOUT 5.05 MILES EAST ALONG STATE HIGHWAY 65 FROM THE NORTHERN PACIFIC
 SM0310'RAILWAY STATION AT BINFORD, THENCE 3.2 MILES NORTH ALONG A GRAVELED
 SM0310'ROAD, IN SECTION 25, T 148 N, R 60 W, WEST OF AND ACROSS THE ROAD FROM
 SM0310'A FARMHOUSE AND GROVE OF TREES, ABOUT 130 YARDS SOUTH OF THE CREST OF
 SM0310'A HILL, 88 FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 SM0310'AND ON THE SOUTHEAST EDGE OF A 5 FOOT BY 10 FOOT BOULDER PROJECTING 3
 SM0310'1/2 FEET, 9 FEET WEST OF A FENCE AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0346 ***********************************************************************
 RP0346  DESIGNATION -  P 31
 RP0346  PID         -  RP0346
 RP0346  STATE/COUNTY-  ND/CASS
 RP0346  USGS QUAD   -  FARGO NORTH (1993)
 RP0346
 RP0346                         *CURRENT SURVEY CONTROL
 RP0346  ___________________________________________________________________
 RP0346* NAD 83(1986)-  46 52 42.     (N)    096 48 14.     (W)     SCALED    
 RP0346* NAVD 88     -       274.799  (meters)     901.57   (feet)  POSTED    
 RP0346  ___________________________________________________________________
 RP0346  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RP0346  DYNAMIC HT  -         274.820 (meters)     901.64  (feet)  COMP
 RP0346  MODELED GRAV-     980,697.9   (mgal)                       NAVD 88
 RP0346
 RP0346  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RP0346
 RP0346.The horizontal coordinates were scaled from a topographic map and have
 RP0346.an estimated accuracy of +/- 6 seconds.
 RP0346
 RP0346.The orthometric height was determined by differential leveling
 RP0346.and adjusted by the National Geodetic Survey in 1992..
 RP0346.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RP0346.rate of 4.1 thru 8.0 mm/km.
 RP0346
 RP0346.The geoid height was determined by GEOID03.
 RP0346
 RP0346.The dynamic height is computed by dividing the NAVD 88
 RP0346.geopotential number by the normal gravity value computed on the
 RP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0346.degrees latitude (g = 980.6199 gals.).
 RP0346
 RP0346.The modeled gravity was interpolated from observed gravity values.
 RP0346
 RP0346;                    North         East    Units  Estimated Accuracy
 RP0346;SPC ND S     -   141,310.      881,630.      MT  (+/- 180 meters Scaled)
 RP0346
 RP0346                          SUPERSEDED SURVEY CONTROL
 RP0346
 RP0346  NGVD 29 (??/??/92)  274.520  (m)          900.65   (f) ADJ UNCH    2 0
 RP0346
 RP0346.Superseded values are not recommended for survey control.
 RP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0346.See file dsdata.txt to determine how the superseded data were derived.
 RP0346
 RP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS673939(NAD 83)
 RP0346_MARKER: DB = BENCH MARK DISK
 RP0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0346_SP_SET: FOUNDATION
 RP0346_STAMPING: P 31 1934
 RP0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0346
 RP0346  HISTORY     - Date     Condition        Report By
 RP0346  HISTORY     - 1934     MONUMENTED       CGS
 RP0346  HISTORY     - 1962     GOOD             NGS
 RP0346  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0346
 RP0346                          STATION DESCRIPTION
 RP0346
 RP0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0346'IN FARGO.
 RP0346'AT FARGO, CASS COUNTY, ABOUT 3 BLOCKS WEST OF THE CHICAGO, MILWAUKEE,
 RP0346'ST. PAUL AND PACIFIC RAILROAD STATION, ABOUT 100 FEET WEST OF THE
 RP0346'CROSSING OF FIFTEENTH STREET, AT A WATER TOWER, IN THE TOP OF THE
 RP0346'NORTHEAST CORNER OF THE CONCRETE FOUNDATION, 6.4 FEET SOUTH OF THE
 RP0346'CENTER LINE OF THE TRACK, AND 2.3 FEET EAST OF A WHITE POST MARKED
 RP0346'U.S.B.M. A STANDARD DISK, STAMPED P 31 1934.  NOTE-- THE OLD CONCRETE
 RP0346'FOUNDATION BUT THE WATER TOWER IS GONE.  IT IS ABOUT 100 FEET WEST OF
 RP0346'THE CROSSING OF 15TH STREET AND 6.4 FEET SOUTH OF THE CENTERLINE OF
 RP0346'THE TRACK.
 RP0346
 RP0346                          STATION RECOVERY (1982)
 RP0346
 RP0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0346'NOT RECOVERED, WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0267 ***********************************************************************
 RP0267  DESIGNATION -  P 32
 RP0267  PID         -  RP0267
 RP0267  STATE/COUNTY-  ND/RICHLAND
 RP0267  USGS QUAD   -  WAHPETON (1979)
 RP0267
 RP0267                         *CURRENT SURVEY CONTROL
 RP0267  ___________________________________________________________________
 RP0267* NAD 83(1986)-  46 16 28.     (N)    096 36 49.     (W)     SCALED    
 RP0267* NAVD 88     -       295.128  (meters)     968.27   (feet)  ADJUSTED  
 RP0267  ___________________________________________________________________
 RP0267  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RP0267  DYNAMIC HT  -         295.134 (meters)     968.29  (feet)  COMP
 RP0267  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 RP0267
 RP0267  VERT ORDER  -  FIRST     CLASS II
 RP0267
 RP0267.The horizontal coordinates were scaled from a topographic map and have
 RP0267.an estimated accuracy of +/- 6 seconds.
 RP0267
 RP0267.The orthometric height was determined by differential leveling
 RP0267.and adjusted by the National Geodetic Survey in June 1991..
 RP0267
 RP0267.The geoid height was determined by GEOID03.
 RP0267
 RP0267.The dynamic height is computed by dividing the NAVD 88
 RP0267.geopotential number by the normal gravity value computed on the
 RP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0267.degrees latitude (g = 980.6199 gals.).
 RP0267
 RP0267.The modeled gravity was interpolated from observed gravity values.
 RP0267
 RP0267;                    North         East    Units  Estimated Accuracy
 RP0267;SPC ND S     -    74,970.      899,430.      MT  (+/- 180 meters Scaled)
 RP0267
 RP0267                          SUPERSEDED SURVEY CONTROL
 RP0267
 RP0267  NGVD 29 (??/??/92)  294.887  (m)          967.48   (f) ADJ UNCH    1 2
 RP0267
 RP0267.Superseded values are not recommended for survey control.
 RP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0267.See file dsdata.txt to determine how the superseded data were derived.
 RP0267
 RP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS838273(NAD 83)
 RP0267_MARKER: DB = BENCH MARK DISK
 RP0267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RP0267_SP_SET: SIDEWALK
 RP0267_STAMPING: P 32 1934 967.475
 RP0267_MARK LOGO: CGS   
 RP0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0267+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1990
 RP0267
 RP0267  HISTORY     - Date     Condition        Report By
 RP0267  HISTORY     - 1934     MONUMENTED       CGS
 RP0267  HISTORY     - 1963     GOOD             NGS
 RP0267  HISTORY     - 19900724 GOOD             NGS
 RP0267
 RP0267                          STATION DESCRIPTION
 RP0267
 RP0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 RP0267'IN WAHPETON.
 RP0267'AT WAHPETON, RICHLAND COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RP0267'PACIFIC RAILROAD, 12 POLES NORTH OF MILEPOST 71, 280 FEET NORTH OF A
 RP0267'PRIVATE-ROAD CROSSING, 137.8 FEET EAST OF THE CENTERLINE OF THE TRACK,
 RP0267'AT THE INDIAN SCHOOL SHOP BUILDING, AT THE NORTHEAST CORNER OF THE
 RP0267'SOUTH ENTRANCE, IN THE TOP OF A CONCRETE FLOOR, AND 13.2 FEET NORTH OF
 RP0267'A WHITE POST MARKED U.S.B.M.  A STANDARD DISK, STAMPED P 32 1934
 RP0267'967.475.
 RP0267
 RP0267                          STATION RECOVERY (1990)
 RP0267
 RP0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0267'1.1 KM (0.7 MI) NORTHERLY ALONG 11TH STREET NORTH FROM THE JUNCTION
 RP0267'OF U.S. HIGHWAY 13 (MINNESOTA AVENUE) IN WAHPETON, THENCE 0.1 KM
 RP0267'(0.1 MI) EASTERLY ALONG THE ENTRANCE ROAD LEADING TO THE WAHPETON
 RP0267'INDIAN SCHOOL, THENCE 0.1 KM (0.1 MI) NORTHERLY ALONG A PAVED ROAD,
 RP0267'IN THE NORTHEAST CORNER OF THE CONCRETE STEP AT THE ENTRANCE TO THE
 RP0267'WOOD AND METAL SHOP (BUILDING NUMBER 29), 27.0 M (88.6 FT) EAST OF
 RP0267'THE CENTER OF THE ROAD, 7.5 M (24.6 FT) NORTH OF AND LEVEL WITH THE
 RP0267'CENTER OF A DRIVEWAY, AND 0.8 M (2.6 FT) EAST OF THE CENTER OF THE
 RP0267'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1007 ***********************************************************************
 TG1007  DESIGNATION -  P 327
 TG1007  PID         -  TG1007
 TG1007  STATE/COUNTY-  ND/BURKE
 TG1007  USGS QUAD   -  PORTAL (1949)
 TG1007
 TG1007                         *CURRENT SURVEY CONTROL
 TG1007  ___________________________________________________________________
 TG1007* NAD 83(1986)-  48 52 46.     (N)    102 34 05.     (W)     SCALED    
 TG1007* NAVD 88     -       602.536  (meters)    1976.82   (feet)  ADJUSTED  
 TG1007  ___________________________________________________________________
 TG1007  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 TG1007  DYNAMIC HT  -         602.670 (meters)    1977.26  (feet)  COMP
 TG1007  MODELED GRAV-     980,812.8   (mgal)                       NAVD 88
 TG1007
 TG1007  VERT ORDER  -  SECOND    CLASS 0
 TG1007
 TG1007.The horizontal coordinates were scaled from a topographic map and have
 TG1007.an estimated accuracy of +/- 6 seconds.
 TG1007
 TG1007.The orthometric height was determined by differential leveling
 TG1007.and adjusted by the National Geodetic Survey in June 1991..
 TG1007
 TG1007.The geoid height was determined by GEOID03.
 TG1007
 TG1007.The dynamic height is computed by dividing the NAVD 88
 TG1007.geopotential number by the normal gravity value computed on the
 TG1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1007.degrees latitude (g = 980.6199 gals.).
 TG1007
 TG1007.The modeled gravity was interpolated from observed gravity values.
 TG1007
 TG1007;                    North         East    Units  Estimated Accuracy
 TG1007;SPC ND N     -   211,010.      448,330.      MT  (+/- 180 meters Scaled)
 TG1007
 TG1007                          SUPERSEDED SURVEY CONTROL
 TG1007
 TG1007  NGVD 29 (??/??/92)  602.101  (m)         1975.39   (f) ADJ UNCH    2 0
 TG1007
 TG1007.Superseded values are not recommended for survey control.
 TG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1007.See file dsdata.txt to determine how the superseded data were derived.
 TG1007
 TG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ783169(NAD 83)
 TG1007_MARKER: DB = BENCH MARK DISK
 TG1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1007_STAMPING: P 327 1935
 TG1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1007+STABILITY: SURFACE MOTION
 TG1007
 TG1007  HISTORY     - Date     Condition        Report By
 TG1007  HISTORY     - 1935     MONUMENTED       CGS
 TG1007
 TG1007                          STATION DESCRIPTION
 TG1007
 TG1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1007'IN LIGNITE.
 TG1007'AT LIGNITE, BURKE COUNTY, ON THE GREAT NORTHERN RAILWAY, 7 POLES
 TG1007'NORTHWEST OF THE STATION, 1 POLE SOUTHEAST OF MILEPOST 55, AT A
 TG1007'PUBLIC-ROAD CROSSING, 99 FEET SOUTHWEST OF THE CENTERLINE OF THE
 TG1007'TRACK, 6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET EAST OF
 TG1007'THE RIGHT-OF-WAY FENCE LEADING SOUTH, AND LEVEL WITH THE TRACK.  A
 TG1007'STANDARD DISK, STAMPED P 327 1935 AND SET IN THE TOP OF A CONCRETE
 TG1007'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0578 ***********************************************************************
 TG0578  DESIGNATION -  P 328
 TG0578  PID         -  TG0578
 TG0578  STATE/COUNTY-  ND/MOUNTRAIL
 TG0578  USGS QUAD   -  PALERMO NW (1981)
 TG0578
 TG0578                         *CURRENT SURVEY CONTROL
 TG0578  ___________________________________________________________________
 TG0578* NAD 83(1986)-  48 28 25.     (N)    102 12 44.     (W)     SCALED    
 TG0578* NAVD 88     -       673.921  (meters)    2211.02   (feet)  ADJUSTED  
 TG0578  ___________________________________________________________________
 TG0578  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 TG0578  DYNAMIC HT  -         674.035 (meters)    2211.40  (feet)  COMP
 TG0578  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 TG0578
 TG0578  VERT ORDER  -  SECOND    CLASS 0
 TG0578
 TG0578.The horizontal coordinates were scaled from a topographic map and have
 TG0578.an estimated accuracy of +/- 6 seconds.
 TG0578
 TG0578.The orthometric height was determined by differential leveling
 TG0578.and adjusted by the National Geodetic Survey in June 1991..
 TG0578
 TG0578.The geoid height was determined by GEOID03.
 TG0578
 TG0578.The dynamic height is computed by dividing the NAVD 88
 TG0578.geopotential number by the normal gravity value computed on the
 TG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0578.degrees latitude (g = 980.6199 gals.).
 TG0578
 TG0578.The modeled gravity was interpolated from observed gravity values.
 TG0578
 TG0578;                    North         East    Units  Estimated Accuracy
 TG0578;SPC ND N     -   165,250.      473,410.      MT  (+/- 180 meters Scaled)
 TG0578
 TG0578                          SUPERSEDED SURVEY CONTROL
 TG0578
 TG0578  NGVD 29 (??/??/92)  673.470  (m)         2209.54   (f) ADJ UNCH    2 0
 TG0578
 TG0578.Superseded values are not recommended for survey control.
 TG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0578.See file dsdata.txt to determine how the superseded data were derived.
 TG0578
 TG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP060726(NAD 83)
 TG0578_MARKER: DB = BENCH MARK DISK
 TG0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0578_STAMPING: P 328 1935
 TG0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0578+STABILITY: SURFACE MOTION
 TG0578
 TG0578  HISTORY     - Date     Condition        Report By
 TG0578  HISTORY     - 1935     MONUMENTED       CGS
 TG0578  HISTORY     - 1975     MARK NOT FOUND   USGS
 TG0578
 TG0578                          STATION DESCRIPTION
 TG0578
 TG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0578'9.9 MI N FROM PALERMO.
 TG0578'9.9 MILES NORTH ALONG A ROAD FROM PALERMO, MOUNTRAIL COUNTY, AT A ROAD
 TG0578'JUNCTION, 45 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD,
 TG0578'18 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 3 FEET
 TG0578'INSIDE THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE ROAD. A
 TG0578'STANDARD DISK, STAMPED P 328 1935 AND SET IN THE TOP OF A CONCRETE
 TG0578'POST.
 TG0578
 TG0578                          STATION RECOVERY (1975)
 TG0578
 TG0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0160 ***********************************************************************
 TG0160  DESIGNATION -  P 329
 TG0160  PID         -  TG0160
 TG0160  STATE/COUNTY-  ND/MOUNTRAIL
 TG0160  USGS QUAD   -  COULEE (1949)
 TG0160
 TG0160                         *CURRENT SURVEY CONTROL
 TG0160  ___________________________________________________________________
 TG0160* NAD 83(1986)-  48 32 46.     (N)    102 00 36.     (W)     SCALED    
 TG0160* NAVD 88     -       628.378  (meters)    2061.60   (feet)  ADJUSTED  
 TG0160  ___________________________________________________________________
 TG0160  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 TG0160  DYNAMIC HT  -         628.494 (meters)    2061.98  (feet)  COMP
 TG0160  MODELED GRAV-     980,774.8   (mgal)                       NAVD 88
 TG0160
 TG0160  VERT ORDER  -  SECOND    CLASS 0
 TG0160
 TG0160.The horizontal coordinates were scaled from a topographic map and have
 TG0160.an estimated accuracy of +/- 6 seconds.
 TG0160
 TG0160.The orthometric height was determined by differential leveling
 TG0160.and adjusted by the National Geodetic Survey in June 1991..
 TG0160
 TG0160.The geoid height was determined by GEOID03.
 TG0160
 TG0160.The dynamic height is computed by dividing the NAVD 88
 TG0160.geopotential number by the normal gravity value computed on the
 TG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0160.degrees latitude (g = 980.6199 gals.).
 TG0160
 TG0160.The modeled gravity was interpolated from observed gravity values.
 TG0160
 TG0160;                    North         East    Units  Estimated Accuracy
 TG0160;SPC ND N     -   173,000.      488,520.      MT  (+/- 180 meters Scaled)
 TG0160
 TG0160                          SUPERSEDED SURVEY CONTROL
 TG0160
 TG0160  NGVD 29 (??/??/92)  627.974  (m)         2060.28   (f) ADJ UNCH    2 0
 TG0160
 TG0160.Superseded values are not recommended for survey control.
 TG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0160.See file dsdata.txt to determine how the superseded data were derived.
 TG0160
 TG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP206813(NAD 83)
 TG0160_MARKER: DB = BENCH MARK DISK
 TG0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0160_STAMPING: P 329 1935
 TG0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0160+STABILITY: SURFACE MOTION
 TG0160
 TG0160  HISTORY     - Date     Condition        Report By
 TG0160  HISTORY     - 1935     MONUMENTED       CGS
 TG0160  HISTORY     - 1963     GOOD             NGS
 TG0160
 TG0160                          STATION DESCRIPTION
 TG0160
 TG0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0160'IN COULEE.
 TG0160'AT COULEE, 186 FEET SOUTHEAST ACROSS HIGHWAY 50 FROM THE SOUTH CORNER
 TG0160'OF THE GREAT NORTHERN RAILWAY STATION, 91 FEET SOUTH OF THE CENTER OF
 TG0160'THE CROSSING OF THE HIGHWAY AND THE MAIN TRACK, 42.0 FEET SOUTHEAST OF
 TG0160'THE CENTERLINE OF THE HIGHWAY, 23.0 FEET NORTHEAST OF A POWER POLE,
 TG0160'8.5 FEET NORTH OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF
 TG0160'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 TG0160'INCHES, S 2, R 88 W, T 158 N.  NOTE-- THE HIGHWAY IS GOING TO BE
 TG0160'REROUTED THROUGH COULEE AND THIS MARK WILL BE ABOUT 330 FEET SOUTH OF
 TG0160'THE CENTERLINE OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0653 ***********************************************************************
 TG0653  DESIGNATION -  P 330
 TG0653  PID         -  TG0653
 TG0653  STATE/COUNTY-  ND/MOUNTRAIL
 TG0653  USGS QUAD   -  PALERMO NW (1981)
 TG0653
 TG0653                         *CURRENT SURVEY CONTROL
 TG0653  ___________________________________________________________________
 TG0653* NAD 83(1986)-  48 26 41.     (N)    102 11 26.     (W)     SCALED    
 TG0653* NAVD 88     -       671.993  (meters)    2204.70   (feet)  ADJUSTED  
 TG0653  ___________________________________________________________________
 TG0653  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 TG0653  DYNAMIC HT  -         672.106 (meters)    2205.07  (feet)  COMP
 TG0653  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 TG0653
 TG0653  VERT ORDER  -  SECOND    CLASS 0
 TG0653
 TG0653.The horizontal coordinates were scaled from a topographic map and have
 TG0653.an estimated accuracy of +/- 6 seconds.
 TG0653
 TG0653.The orthometric height was determined by differential leveling
 TG0653.and adjusted by the National Geodetic Survey in June 1991..
 TG0653.WARNING-Repeat measurements at this control monument indicate possible
 TG0653.vertical movement.
 TG0653
 TG0653.The geoid height was determined by GEOID03.
 TG0653
 TG0653.The dynamic height is computed by dividing the NAVD 88
 TG0653.geopotential number by the normal gravity value computed on the
 TG0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0653.degrees latitude (g = 980.6199 gals.).
 TG0653
 TG0653.The modeled gravity was interpolated from observed gravity values.
 TG0653
 TG0653;                    North         East    Units  Estimated Accuracy
 TG0653;SPC ND N     -   162,000.      474,950.      MT  (+/- 180 meters Scaled)
 TG0653
 TG0653                          SUPERSEDED SURVEY CONTROL
 TG0653
 TG0653  NGVD 29 (??/??/92)  671.565  (m)         2203.29   (f) ADJ UNCH    2 0
 TG0653
 TG0653.Superseded values are not recommended for survey control.
 TG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0653.See file dsdata.txt to determine how the superseded data were derived.
 TG0653
 TG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGP077695(NAD 83)
 TG0653_MARKER: DB = BENCH MARK DISK
 TG0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0653_STAMPING: P 330 1935
 TG0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0653+STABILITY: SURFACE MOTION
 TG0653
 TG0653  HISTORY     - Date     Condition        Report By
 TG0653  HISTORY     - 1935     MONUMENTED       CGS
 TG0653  HISTORY     - 1963     GOOD             NGS
 TG0653
 TG0653                          STATION DESCRIPTION
 TG0653
 TG0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0653'15.5 MI SW FROM COULEE.
 TG0653'ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0653'RAILWAY STATION AT COULEE, THENCE 7.0 MILES SOUTH ALONG A GRAVELED
 TG0653'ROAD, THENCE 5.8 MILES WEST ALONG A GRADED DIRT AND GRAVELED ROAD,
 TG0653'THENCE 1.3 MILES WEST ALONG A TRACK ROAD, THENCE 1.1 MILES WEST ALONG
 TG0653'A DIM TRACK ROAD ACROSS PRIVATE PROPERTY AND AROUND THE MORE NORTHERLY
 TG0653'OF TWO LARGE LAKES, ABOUT 0.2 MILE WEST ALONG A FENCE FROM THE WEST
 TG0653'EDGE OF THE MORE NORTHERLY LAKE, ON THE OUTSIDE OF A SHARP CURVE IN
 TG0653'THE ROAD, 55 FEET NORTHWEST ACROSS THE ROAD FROM A FENCE CORNER, 41.5
 TG0653'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING EAST, 17 FEET EAST OF
 TG0653'THE EXTENDED CENTERLINE OF A TRACK ROAD LEADING SOUTH, 1.5 FEET EAST
 TG0653'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 TG0653'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, S 9, R 89 W, T
 TG0653'157 N.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING 7.0 MILES NORTH
 TG0653'ALONG A GRAVELED ROAD FROM THE CEMETERY AT PALERMO, THENCE 0.7 MILE
 TG0653'NORTHEAST ALONG A GRAVELED ROAD, THENCE 1.1 MILES EAST ALONG AN OLD
 TG0653'WINDING TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0100 ***********************************************************************
 TG0100  DESIGNATION -  P 331
 TG0100  PID         -  TG0100
 TG0100  STATE/COUNTY-  ND/MOUNTRAIL
 TG0100  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0100
 TG0100                         *CURRENT SURVEY CONTROL
 TG0100  ___________________________________________________________________
 TG0100* NAD 83(1986)-  48 32 45.     (N)    102 23 54.     (W)     SCALED    
 TG0100* NAVD 88     -       712.563  (meters)    2337.80   (feet)  ADJUSTED  
 TG0100  ___________________________________________________________________
 TG0100  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TG0100  DYNAMIC HT  -         712.684 (meters)    2338.20  (feet)  COMP
 TG0100  MODELED GRAV-     980,756.7   (mgal)                       NAVD 88
 TG0100
 TG0100  VERT ORDER  -  SECOND    CLASS 0
 TG0100
 TG0100.The horizontal coordinates were scaled from a topographic map and have
 TG0100.an estimated accuracy of +/- 6 seconds.
 TG0100
 TG0100.The orthometric height was determined by differential leveling
 TG0100.and adjusted by the National Geodetic Survey in June 1991..
 TG0100
 TG0100.The geoid height was determined by GEOID03.
 TG0100
 TG0100.The dynamic height is computed by dividing the NAVD 88
 TG0100.geopotential number by the normal gravity value computed on the
 TG0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0100.degrees latitude (g = 980.6199 gals.).
 TG0100
 TG0100.The modeled gravity was interpolated from observed gravity values.
 TG0100
 TG0100;                    North         East    Units  Estimated Accuracy
 TG0100;SPC ND N     -   173,600.      459,860.      MT  (+/- 180 meters Scaled)
 TG0100
 TG0100                          SUPERSEDED SURVEY CONTROL
 TG0100
 TG0100  NGVD 29 (??/??/92)  712.120  (m)         2336.35   (f) ADJ UNCH    2 0
 TG0100
 TG0100.Superseded values are not recommended for survey control.
 TG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0100.See file dsdata.txt to determine how the superseded data were derived.
 TG0100
 TG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP920802(NAD 83)
 TG0100_MARKER: DB = BENCH MARK DISK
 TG0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0100_STAMPING: P 331 1935
 TG0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0100+STABILITY: SURFACE MOTION
 TG0100
 TG0100  HISTORY     - Date     Condition        Report By
 TG0100  HISTORY     - 1935     MONUMENTED       CGS
 TG0100  HISTORY     - 1963     GOOD             NGS
 TG0100
 TG0100                          STATION DESCRIPTION
 TG0100
 TG0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0100'18.0 MI W FROM COULEE.
 TG0100'ABOUT 18.0 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GREAT NORTHERN
 TG0100'RAILWAY STATION AT COULEE, ABOUT 0.45 MILE EAST OF THE JUNCTION OF
 TG0100'STATE HIGHWAY 8, ABOUT 100 YARDS NORTH OF THE NORTH EDGE OF A SMALL
 TG0100'LAKE, 49 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH OF
 TG0100'A RIGHT-OF-WAY FENCE, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT
 TG0100'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TG0100'PROJECTING 3 INCHES, S 2, R 91 W, T 158 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0101 ***********************************************************************
 TG0101  DESIGNATION -  P 331 RESET
 TG0101  PID         -  TG0101
 TG0101  STATE/COUNTY-  ND/BURKE
 TG0101  USGS QUAD   -  LOSTWOOD LAKES (1974)
 TG0101
 TG0101                         *CURRENT SURVEY CONTROL
 TG0101  ___________________________________________________________________
 TG0101* NAD 83(1986)-  48 32 45.     (N)    102 23 54.     (W)     SCALED    
 TG0101* NAVD 88     -       712.99   (+/-2cm)    2339.2    (feet)  VERTCON   
 TG0101  ___________________________________________________________________
 TG0101  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 TG0101
 TG0101  VERT ORDER  -  THIRD (See Below)
 TG0101
 TG0101.The horizontal coordinates were scaled from a topographic map and have
 TG0101.an estimated accuracy of +/- 6 seconds.
 TG0101
 TG0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0101.The vertical order pertains to the NGVD 29 superseded value.
 TG0101
 TG0101.The geoid height was determined by GEOID03.
 TG0101
 TG0101;                    North         East    Units  Estimated Accuracy
 TG0101;SPC ND N     -   173,600.      459,860.      MT  (+/- 180 meters Scaled)
 TG0101
 TG0101                          SUPERSEDED SURVEY CONTROL
 TG0101
 TG0101  NGVD 29 (11/04/04)  712.55   (m)         2337.8    (f) RESET       3  
 TG0101
 TG0101.Superseded values are not recommended for survey control.
 TG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0101.See file dsdata.txt to determine how the superseded data were derived.
 TG0101
 TG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP920802(NAD 83)
 TG0101_MARKER: DB = BENCH MARK DISK
 TG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0101_STAMPING: P 331 RESET 1964
 TG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0101+STABILITY: SURFACE MOTION
 TG0101
 TG0101  HISTORY     - Date     Condition        Report By
 TG0101  HISTORY     - 1964     MONUMENTED       CGS
 TG0101
 TG0101                          STATION DESCRIPTION
 TG0101
 TG0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TG0101'18.2 MI W FROM COULEE.
 TG0101'IN BURKE COUNTY, 18.2 MILES WEST ALONG STATE HIGHWAY 50 FROM COULEE,
 TG0101'MOUNTRAIL COUNTY, 0.5 MILE EAST OF THE JUNCTION OF STATE HIGHWAY 8,
 TG0101'NEAR THE TOP OF A SMALL HILL, 100 FEET SOUTH OF THE CENTERLINE OF THE
 TG0101'HIGHWAY AND 1.5 FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP
 TG0101'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0922 ***********************************************************************
 TG0922  DESIGNATION -  P 332
 TG0922  PID         -  TG0922
 TG0922  STATE/COUNTY-  ND/WILLIAMS
 TG0922  USGS QUAD   -  TIOGA (1979)
 TG0922
 TG0922                         *CURRENT SURVEY CONTROL
 TG0922  ___________________________________________________________________
 TG0922* NAD 83(1986)-  48 27 34.     (N)    102 55 43.     (W)     SCALED    
 TG0922* NAVD 88     -       741.835  (meters)    2433.84   (feet)  ADJUSTED  
 TG0922  ___________________________________________________________________
 TG0922  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG0922  DYNAMIC HT  -         741.939 (meters)    2434.18  (feet)  COMP
 TG0922  MODELED GRAV-     980,726.6   (mgal)                       NAVD 88
 TG0922
 TG0922  VERT ORDER  -  SECOND    CLASS 0
 TG0922
 TG0922.The horizontal coordinates were scaled from a topographic map and have
 TG0922.an estimated accuracy of +/- 6 seconds.
 TG0922
 TG0922.The orthometric height was determined by differential leveling
 TG0922.and adjusted by the National Geodetic Survey in June 1991..
 TG0922
 TG0922.The geoid height was determined by GEOID03.
 TG0922
 TG0922.The dynamic height is computed by dividing the NAVD 88
 TG0922.geopotential number by the normal gravity value computed on the
 TG0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0922.degrees latitude (g = 980.6199 gals.).
 TG0922
 TG0922.The modeled gravity was interpolated from observed gravity values.
 TG0922
 TG0922;                    North         East    Units  Estimated Accuracy
 TG0922;SPC ND N     -   165,100.      420,420.      MT  (+/- 180 meters Scaled)
 TG0922
 TG0922                          SUPERSEDED SURVEY CONTROL
 TG0922
 TG0922  NGVD 29 (??/??/92)  741.350  (m)         2432.25   (f) ADJ UNCH    2 0
 TG0922
 TG0922.Superseded values are not recommended for survey control.
 TG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0922.See file dsdata.txt to determine how the superseded data were derived.
 TG0922
 TG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP531694(NAD 83)
 TG0922_MARKER: DB = BENCH MARK DISK
 TG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0922_STAMPING: P-332 1935
 TG0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0922+STABILITY: SURFACE MOTION
 TG0922
 TG0922  HISTORY     - Date     Condition        Report By
 TG0922  HISTORY     - 1935     MONUMENTED       CGS
 TG0922
 TG0922                          STATION DESCRIPTION
 TG0922
 TG0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG0922'4.8 MI N FROM TIOGA.
 TG0922'ALONG STA HIWAY NO. 40.  57 FT NORTH OF CENTERLINE OF CROSSROAD,
 TG0922'THENCE 3. FT WEST OF CENTERLINE OF HIWAY.  2 FT EAST OF RIGHT OF WAY
 TG0922'FENCE AND 3 FT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0923 ***********************************************************************
 TG0923  DESIGNATION -  P 332 RESET
 TG0923  PID         -  TG0923
 TG0923  STATE/COUNTY-  ND/WILLIAMS
 TG0923  USGS QUAD   -  TIOGA (1979)
 TG0923
 TG0923                         *CURRENT SURVEY CONTROL
 TG0923  ___________________________________________________________________
 TG0923* NAD 83(1986)-  48 27 34.     (N)    102 55 43.     (W)     SCALED    
 TG0923* NAVD 88     -       741.14   (+/-2cm)    2431.6    (feet)  VERTCON   
 TG0923  ___________________________________________________________________
 TG0923  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 TG0923
 TG0923  VERT ORDER  -  THIRD (See Below)
 TG0923
 TG0923.The horizontal coordinates were scaled from a topographic map and have
 TG0923.an estimated accuracy of +/- 6 seconds.
 TG0923
 TG0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 TG0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TG0923.The vertical order pertains to the NGVD 29 superseded value.
 TG0923
 TG0923.The geoid height was determined by GEOID03.
 TG0923
 TG0923;                    North         East    Units  Estimated Accuracy
 TG0923;SPC ND N     -   165,100.      420,420.      MT  (+/- 180 meters Scaled)
 TG0923
 TG0923                          SUPERSEDED SURVEY CONTROL
 TG0923
 TG0923  NGVD 29 (11/04/04)  740.65   (m)         2429.9    (f) RESET       3  
 TG0923
 TG0923.Superseded values are not recommended for survey control.
 TG0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0923.See file dsdata.txt to determine how the superseded data were derived.
 TG0923
 TG0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP531694(NAD 83)
 TG0923_MARKER: DB = BENCH MARK DISK
 TG0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0923_STAMPING: P 332 RESET 1957
 TG0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0923+STABILITY: SURFACE MOTION
 TG0923
 TG0923  HISTORY     - Date     Condition        Report By
 TG0923  HISTORY     - 1957     MONUMENTED       CGS
 TG0923
 TG0923                          STATION DESCRIPTION
 TG0923
 TG0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TG0923'4.8 MI N FROM TIOGA.
 TG0923'4.8 MILES NORTH ALONG STATE HIGHWAY 40, IN THE NORTHEAST ANGLE OF
 TG0923'CROSSROADS, 136 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 TG0923'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 1.0 FOOT SOUTH OF A
 TG0923'FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1111 ***********************************************************************
 TG1111  DESIGNATION -  P 333
 TG1111  PID         -  TG1111
 TG1111  STATE/COUNTY-  ND/WILLIAMS
 TG1111  USGS QUAD   -  CORINTH (1978)
 TG1111
 TG1111                         *CURRENT SURVEY CONTROL
 TG1111  ___________________________________________________________________
 TG1111* NAD 83(1986)-  48 36 47.     (N)    103 19 42.     (W)     SCALED    
 TG1111* NAVD 88     -       701.951  (meters)    2302.98   (feet)  ADJUSTED  
 TG1111  ___________________________________________________________________
 TG1111  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 TG1111  DYNAMIC HT  -         702.067 (meters)    2303.36  (feet)  COMP
 TG1111  MODELED GRAV-     980,752.8   (mgal)                       NAVD 88
 TG1111
 TG1111  VERT ORDER  -  SECOND    CLASS 0
 TG1111
 TG1111.The horizontal coordinates were scaled from a topographic map and have
 TG1111.an estimated accuracy of +/- 6 seconds.
 TG1111
 TG1111.The orthometric height was determined by differential leveling
 TG1111.and adjusted by the National Geodetic Survey in June 1991..
 TG1111
 TG1111.The geoid height was determined by GEOID03.
 TG1111
 TG1111.The dynamic height is computed by dividing the NAVD 88
 TG1111.geopotential number by the normal gravity value computed on the
 TG1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1111.degrees latitude (g = 980.6199 gals.).
 TG1111
 TG1111.The modeled gravity was interpolated from observed gravity values.
 TG1111
 TG1111;                    North         East    Units  Estimated Accuracy
 TG1111;SPC ND N     -   183,180.      391,500.      MT  (+/- 180 meters Scaled)
 TG1111
 TG1111                          SUPERSEDED SURVEY CONTROL
 TG1111
 TG1111  NGVD 29 (??/??/92)  701.467  (m)         2301.40   (f) ADJ UNCH    2 0
 TG1111
 TG1111.Superseded values are not recommended for survey control.
 TG1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1111.See file dsdata.txt to determine how the superseded data were derived.
 TG1111
 TG1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP232857(NAD 83)
 TG1111_MARKER: DB = BENCH MARK DISK
 TG1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1111_STAMPING: P 333 1935
 TG1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1111+STABILITY: SURFACE MOTION
 TG1111
 TG1111  HISTORY     - Date     Condition        Report By
 TG1111  HISTORY     - 1935     MONUMENTED       CGS
 TG1111  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1111
 TG1111                          STATION DESCRIPTION
 TG1111
 TG1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1111'IN CORINTH.
 TG1111'AT CORINTH, WILLIAMS COUNTY, AT THE JUNCTION OF STATE HIGHWAY 42 AND A
 TG1111'ROAD LEADING EAST, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 42
 TG1111'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF THE
 TG1111'RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A
 TG1111'STANDARD DISK, STAMPED P 333 1935 AND SET IN THE TOP OF A CONCRETE
 TG1111'POST.
 TG1111
 TG1111                          STATION RECOVERY (1974)
 TG1111
 TG1111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0987 ***********************************************************************
 TF0987  DESIGNATION -  P 334
 TF0987  PID         -  TF0987
 TF0987  STATE/COUNTY-  ND/WARD
 TF0987  USGS QUAD   -  DEERING SW (1975)
 TF0987
 TF0987                         *CURRENT SURVEY CONTROL
 TF0987  ___________________________________________________________________
 TF0987* NAD 83(1986)-  48 22 18.     (N)    101 12 44.     (W)     SCALED    
 TF0987* NAVD 88     -       492.430  (meters)    1615.58   (feet)  ADJUSTED  
 TF0987  ___________________________________________________________________
 TF0987  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 TF0987  DYNAMIC HT  -         492.521 (meters)    1615.88  (feet)  COMP
 TF0987  MODELED GRAV-     980,780.3   (mgal)                       NAVD 88
 TF0987
 TF0987  VERT ORDER  -  SECOND    CLASS 0
 TF0987
 TF0987.The horizontal coordinates were scaled from a topographic map and have
 TF0987.an estimated accuracy of +/- 6 seconds.
 TF0987
 TF0987.The orthometric height was determined by differential leveling
 TF0987.and adjusted by the National Geodetic Survey in June 1991..
 TF0987
 TF0987.The geoid height was determined by GEOID03.
 TF0987
 TF0987.The dynamic height is computed by dividing the NAVD 88
 TF0987.geopotential number by the normal gravity value computed on the
 TF0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0987.degrees latitude (g = 980.6199 gals.).
 TF0987
 TF0987.The modeled gravity was interpolated from observed gravity values.
 TF0987
 TF0987;                    North         East    Units  Estimated Accuracy
 TF0987;SPC ND N     -   152,750.      547,240.      MT  (+/- 180 meters Scaled)
 TF0987
 TF0987                          SUPERSEDED SURVEY CONTROL
 TF0987
 TF0987  NGVD 29 (??/??/92)  492.040  (m)         1614.30   (f) ADJ UNCH    2 0
 TF0987
 TF0987.Superseded values are not recommended for survey control.
 TF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0987.See file dsdata.txt to determine how the superseded data were derived.
 TF0987
 TF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU361599(NAD 83)
 TF0987_MARKER: DB = BENCH MARK DISK
 TF0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0987_STAMPING: P-334 1935
 TF0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0987+STABILITY: SURFACE MOTION
 TF0987
 TF0987  HISTORY     - Date     Condition        Report By
 TF0987  HISTORY     - 1935     MONUMENTED       CGS
 TF0987  HISTORY     - 1940     GOOD             NGS
 TF0987
 TF0987                          STATION DESCRIPTION
 TF0987
 TF0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0987'9.1 MI SW FROM WOLSETH.
 TF0987'ABOUT 5.1 MILES SOUTH ALONG A SECTION LINE ROAD FROM THE GREAT
 TF0987'NORTHERN RAILWAY STATION AT WOLSETH, WARD COUNTY, THENCE 4 MILES WEST
 TF0987'ALONG A ROAD, AT A ROAD JUNCTION, 43 FEET NORTH OF THE CENTER LINE OF
 TF0987'THE MAIN ROAD, 40 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING
 TF0987'NORTH, 3 FEET NORTH OF THE EDGE OF A CUT, 2 FEET SOUTH OF A WHITE
 TF0987'WOODEN POST STENCILED U.S. STANDARD DISK STAMPED P-334 1935 AND SET IN
 TF0987'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1987 ***********************************************************************
 TF1987  DESIGNATION -  P 334 RESET
 TF1987  PID         -  TF1987
 TF1987  STATE/COUNTY-  ND/WARD
 TF1987  USGS QUAD   -  DEERING SW (1975)
 TF1987
 TF1987                         *CURRENT SURVEY CONTROL
 TF1987  ___________________________________________________________________
 TF1987* NAD 83(1986)-  48 22 18.     (N)    101 12 44.     (W)     SCALED    
 TF1987* NAVD 88     -       492.63   (+/-2cm)    1616.2    (feet)  VERTCON   
 TF1987  ___________________________________________________________________
 TF1987  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 TF1987
 TF1987  VERT ORDER  -  THIRD (See Below)
 TF1987
 TF1987.The horizontal coordinates were scaled from a topographic map and have
 TF1987.an estimated accuracy of +/- 6 seconds.
 TF1987
 TF1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF1987.The vertical order pertains to the NGVD 29 superseded value.
 TF1987
 TF1987.The geoid height was determined by GEOID03.
 TF1987
 TF1987;                    North         East    Units  Estimated Accuracy
 TF1987;SPC ND N     -   152,750.      547,240.      MT  (+/- 180 meters Scaled)
 TF1987
 TF1987                          SUPERSEDED SURVEY CONTROL
 TF1987
 TF1987  NGVD 29 (11/04/04)  492.25   (m)         1615.0    (f) RESET       3  
 TF1987
 TF1987.Superseded values are not recommended for survey control.
 TF1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1987.See file dsdata.txt to determine how the superseded data were derived.
 TF1987
 TF1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU361599(NAD 83)
 TF1987_MARKER: DB = BENCH MARK DISK
 TF1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1987_STAMPING: P 334 RESET 1979
 TF1987_PROJECTION: FLUSH
 TF1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1987+STABILITY: SURFACE MOTION
 TF1987
 TF1987  HISTORY     - Date     Condition        Report By
 TF1987  HISTORY     - 1979     MONUMENTED       NGS
 TF1987
 TF1987                          STATION DESCRIPTION
 TF1987
 TF1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TF1987'4.0 MI EAST FROM RUTHVILLE.
 TF1987'9.5 MILES NORTH ALONG U.S. HIGHWAY 83, FROM THE RAILROAD STATION IN
 TF1987'MINOT, TO CROSSROADS AT RUTHVILLE, THENCE EAST ALONG COUNTY ROAD,
 TF1987'128 FEET NORTH OF CENTER OF ROAD, 59.5 FEET NORTHWEST OF POWERLINE
 TF1987'POLE AT LINE, AND 1 FOOT WEST OF FENCE.
 TF1987'THE MARK IS 1.7 FT  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0965 ***********************************************************************
 TF0965  DESIGNATION -  P 335
 TF0965  PID         -  TF0965
 TF0965  STATE/COUNTY-  ND/RENVILLE
 TF0965  USGS QUAD   -  BURLINGTON NW (1979)
 TF0965
 TF0965                         *CURRENT SURVEY CONTROL
 TF0965  ___________________________________________________________________
 TF0965* NAD 83(1986)-  48 27 32.     (N)    101 28 23.     (W)     SCALED    
 TF0965* NAVD 88     -       523.378  (meters)    1717.12   (feet)  ADJUSTED  
 TF0965  ___________________________________________________________________
 TF0965  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TF0965  DYNAMIC HT  -         523.480 (meters)    1717.45  (feet)  COMP
 TF0965  MODELED GRAV-     980,787.8   (mgal)                       NAVD 88
 TF0965
 TF0965  VERT ORDER  -  SECOND    CLASS 0
 TF0965
 TF0965.The horizontal coordinates were scaled from a topographic map and have
 TF0965.an estimated accuracy of +/- 6 seconds.
 TF0965
 TF0965.The orthometric height was determined by differential leveling
 TF0965.and adjusted by the National Geodetic Survey in June 1991..
 TF0965
 TF0965.The geoid height was determined by GEOID03.
 TF0965
 TF0965.The dynamic height is computed by dividing the NAVD 88
 TF0965.geopotential number by the normal gravity value computed on the
 TF0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0965.degrees latitude (g = 980.6199 gals.).
 TF0965
 TF0965.The modeled gravity was interpolated from observed gravity values.
 TF0965
 TF0965;                    North         East    Units  Estimated Accuracy
 TF0965;SPC ND N     -   162,660.      528,040.      MT  (+/- 180 meters Scaled)
 TF0965
 TF0965                          SUPERSEDED SURVEY CONTROL
 TF0965
 TF0965  NGVD 29 (??/??/92)  523.005  (m)         1715.89   (f) ADJ UNCH    2 0
 TF0965
 TF0965.Superseded values are not recommended for survey control.
 TF0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0965.See file dsdata.txt to determine how the superseded data were derived.
 TF0965
 TF0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU171702(NAD 83)
 TF0965_MARKER: DB = BENCH MARK DISK
 TF0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0965_STAMPING: P-335 1935
 TF0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0965+STABILITY: SURFACE MOTION
 TF0965
 TF0965  HISTORY     - Date     Condition        Report By
 TF0965  HISTORY     - 1935     MONUMENTED       CGS
 TF0965  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 TF0965
 TF0965                          STATION DESCRIPTION
 TF0965
 TF0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0965'15.8 MI SW FROM FORFAR.
 TF0965'ALONG ROAD, 7.8 MILES SOUTH, THENCE 8 MILES WEST OF RAILROAD CROSSING
 TF0965'AT FORFAR.  AT CROSS ROAD.  SET IN POST, 36 FEET SOUTH OF CENTERLINE
 TF0965'OF THE MAIN ROAD, 27 FEET EAST OF CENTERLINE OF THE SIDE ROAD, 9 FEET
 TF0965'SOUTH OF FENCE CORNER AND ONE FOOT WEST OF FENCE LINE.  LEVEL WITH
 TF0965'ROADS.
 TF0965
 TF0965                          STATION RECOVERY (1948)
 TF0965
 TF0965'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 TF0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0966 ***********************************************************************
 TF0966  DESIGNATION -  P 335 RESET
 TF0966  PID         -  TF0966
 TF0966  STATE/COUNTY-  ND/WARD
 TF0966  USGS QUAD   -  BURLINGTON NW (1979)
 TF0966
 TF0966                         *CURRENT SURVEY CONTROL
 TF0966  ___________________________________________________________________
 TF0966* NAD 83(1986)-  48 27 31.     (N)    101 28 23.     (W)     SCALED    
 TF0966* NAVD 88     -       523.23   (+/-2cm)    1716.6    (feet)  VERTCON   
 TF0966  ___________________________________________________________________
 TF0966  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 TF0966
 TF0966  VERT ORDER  -  THIRD (See Below)
 TF0966
 TF0966.The horizontal coordinates were scaled from a topographic map and have
 TF0966.an estimated accuracy of +/- 6 seconds.
 TF0966
 TF0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0966.The vertical order pertains to the NGVD 29 superseded value.
 TF0966
 TF0966.The geoid height was determined by GEOID03.
 TF0966
 TF0966;                    North         East    Units  Estimated Accuracy
 TF0966;SPC ND N     -   162,630.      528,040.      MT  (+/- 180 meters Scaled)
 TF0966
 TF0966                          SUPERSEDED SURVEY CONTROL
 TF0966
 TF0966  NGVD 29 (11/04/04)  522.85   (m)         1715.4    (f) RESET       3  
 TF0966
 TF0966.Superseded values are not recommended for survey control.
 TF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0966.See file dsdata.txt to determine how the superseded data were derived.
 TF0966
 TF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU171702(NAD 83)
 TF0966_MARKER: DB = BENCH MARK DISK
 TF0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0966_STAMPING: P 335 1935
 TF0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0966+STABILITY: SURFACE MOTION
 TF0966
 TF0966  HISTORY     - Date     Condition        Report By
 TF0966  HISTORY     - 1948     MONUMENTED       LOCENG
 TF0966  HISTORY     - 1948     GOOD             NGS
 TF0966
 TF0966                          STATION DESCRIPTION
 TF0966
 TF0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 TF0966'15.9 MI SW FROM FORFAR.
 TF0966'IN WARD COUNTY, ABOUT 7.9 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE
 TF0966'GREAT NORTHERN RAILWAY CROSSING AT FORFAR, BOTTINEAU COUNTY, TO A
 TF0966'CROSSROAD, THENCE 8 MILES WEST ALONG RENVILLE-WARD COUNTY LINE ROAD TO
 TF0966'A CROSSROAD.  THE MARK IS IN THE NORTHWEST CORNER OF SECTION 1, R
 TF0966'84W., TWP. 157 N, 68 FEET SOUTHEAST OF THE CENTER OF THE CROSSROADS
 TF0966'INTERSECTION, 50 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 48
 TF0966'FEET SOUTH OF THE CENTER OF THE COUNTY LINE ROAD AND SET IN THE TOP OF
 TF0966'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1515 ***********************************************************************
 TF1515  DESIGNATION -  P 336
 TF1515  PID         -  TF1515
 TF1515  STATE/COUNTY-  ND/RENVILLE
 TF1515  USGS QUAD   -  GRANO SW (1949)
 TF1515
 TF1515                         *CURRENT SURVEY CONTROL
 TF1515  ___________________________________________________________________
 TF1515* NAD 83(1986)-  48 30 10.     (N)    101 42 45.     (W)     SCALED    
 TF1515* NAVD 88     -       564.433  (meters)    1851.81   (feet)  ADJUSTED  
 TF1515  ___________________________________________________________________
 TF1515  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 TF1515  DYNAMIC HT  -         564.541 (meters)    1852.16  (feet)  COMP
 TF1515  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 TF1515
 TF1515  VERT ORDER  -  SECOND    CLASS 0
 TF1515
 TF1515.The horizontal coordinates were scaled from a topographic map and have
 TF1515.an estimated accuracy of +/- 6 seconds.
 TF1515
 TF1515.The orthometric height was determined by differential leveling
 TF1515.and adjusted by the National Geodetic Survey in June 1991..
 TF1515
 TF1515.The geoid height was determined by GEOID03.
 TF1515
 TF1515.The dynamic height is computed by dividing the NAVD 88
 TF1515.geopotential number by the normal gravity value computed on the
 TF1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1515.degrees latitude (g = 980.6199 gals.).
 TF1515
 TF1515.The modeled gravity was interpolated from observed gravity values.
 TF1515
 TF1515;                    North         East    Units  Estimated Accuracy
 TF1515;SPC ND N     -   167,790.      510,410.      MT  (+/- 180 meters Scaled)
 TF1515
 TF1515                          SUPERSEDED SURVEY CONTROL
 TF1515
 TF1515  NGVD 29 (??/??/92)  564.058  (m)         1850.58   (f) ADJ UNCH    2 0
 TF1515
 TF1515.Superseded values are not recommended for survey control.
 TF1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1515.See file dsdata.txt to determine how the superseded data were derived.
 TF1515
 TF1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU996757(NAD 83)
 TF1515_MARKER: DB = BENCH MARK DISK
 TF1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1515_STAMPING: P 336 1935
 TF1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1515+STABILITY: SURFACE MOTION
 TF1515
 TF1515  HISTORY     - Date     Condition        Report By
 TF1515  HISTORY     - 1935     MONUMENTED       CGS
 TF1515  HISTORY     - 1963     GOOD             NGS
 TF1515
 TF1515                          STATION DESCRIPTION
 TF1515
 TF1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF1515'4.4 MI N FROM CARPIO.
 TF1515'ABOUT 0.2 MILES NORTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION
 TF1515'AT CARPIO, THENCE 4.2 MILES NORTH ALONG STATE HIGHWAY 28, 185 FEET
 TF1515'WEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET SOUTH OF THE CENTER
 TF1515'LINE OF A GRAVELED ROAD, 54 1/2 FEET NORTH OF A POWER POLE, IN A FENCE
 TF1515'LINE UNDER A CORNER FENCE POST BRACE, ABOUT LEVEL WITH THE ROAD AND
 TF1515'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0306 ***********************************************************************
 TG0306  DESIGNATION -  P 338 RESET
 TG0306  PID         -  TG0306
 TG0306  STATE/COUNTY-  ND/RENVILLE
 TG0306  USGS QUAD   -  BOWBELLS SE (1949)
 TG0306
 TG0306                         *CURRENT SURVEY CONTROL
 TG0306  ___________________________________________________________________
 TG0306* NAD 83(1986)-  48 45 49.     (N)    102 00 35.     (W)     SCALED    
 TG0306* NAVD 88     -       576.817  (meters)    1892.44   (feet)  ADJUSTED  
 TG0306  ___________________________________________________________________
 TG0306  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 TG0306  DYNAMIC HT  -         576.935 (meters)    1892.83  (feet)  COMP
 TG0306  MODELED GRAV-     980,795.6   (mgal)                       NAVD 88
 TG0306
 TG0306  VERT ORDER  -  SECOND    CLASS 0
 TG0306
 TG0306.The horizontal coordinates were scaled from a topographic map and have
 TG0306.an estimated accuracy of +/- 6 seconds.
 TG0306
 TG0306.The orthometric height was determined by differential leveling
 TG0306.and adjusted by the National Geodetic Survey in June 1991..
 TG0306
 TG0306.The geoid height was determined by GEOID03.
 TG0306
 TG0306.The dynamic height is computed by dividing the NAVD 88
 TG0306.geopotential number by the normal gravity value computed on the
 TG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0306.degrees latitude (g = 980.6199 gals.).
 TG0306
 TG0306.The modeled gravity was interpolated from observed gravity values.
 TG0306
 TG0306;                    North         East    Units  Estimated Accuracy
 TG0306;SPC ND N     -   197,180.      489,020.      MT  (+/- 180 meters Scaled)
 TG0306
 TG0306                          SUPERSEDED SURVEY CONTROL
 TG0306
 TG0306  NGVD 29 (??/??/92)  576.418  (m)         1891.13   (f) ADJ UNCH    2 0
 TG0306
 TG0306.Superseded values are not recommended for survey control.
 TG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0306.See file dsdata.txt to determine how the superseded data were derived.
 TG0306
 TG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ197054(NAD 83)
 TG0306_MARKER: DB = BENCH MARK DISK
 TG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0306_STAMPING: P 338 RESET 1954
 TG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0306+STABILITY: SURFACE MOTION
 TG0306
 TG0306  HISTORY     - Date     Condition        Report By
 TG0306  HISTORY     - 1954     MONUMENTED       CGS
 TG0306  HISTORY     - 1963     GOOD             NGS
 TG0306
 TG0306                          STATION DESCRIPTION
 TG0306
 TG0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0306'14.1 MI SE FROM BOWBELLS.
 TG0306'ABOUT 0.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0306'RAILROAD STATION AT BOWBELLS, THENCE 7.0 MILES EAST AND 3.0 MILES
 TG0306'SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 5, THENCE 3.5 MILES EAST
 TG0306'ALONG STATE HIGHWAY 5, IN SECTION 18, T 161 N, R 87 W, 0.1 MILES WEST
 TG0306'OF A FARM HOUSE, 73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17
 TG0306'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 1/2 FEET
 TG0306'SOUTHWEST OF A POWER POLE, 6 FEET SOUTH OF A FENCE, 4.3 FEET SOUTH OF
 TG0306'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 TG0306'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0650 ***********************************************************************
 TF0650  DESIGNATION -  P 339 RESET
 TF0650  PID         -  TF0650
 TF0650  STATE/COUNTY-  ND/BOTTINEAU
 TF0650  USGS QUAD   -  WESTHOPE SW (1949)
 TF0650
 TF0650                         *CURRENT SURVEY CONTROL
 TF0650  ___________________________________________________________________
 TF0650* NAD 83(1986)-  48 47 31.     (N)    101 08 47.     (W)     SCALED    
 TF0650* NAVD 88     -       456.99   (+/-2cm)    1499.3    (feet)  VERTCON   
 TF0650  ___________________________________________________________________
 TF0650  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 TF0650
 TF0650  VERT ORDER  -  THIRD (See Below)
 TF0650
 TF0650.The horizontal coordinates were scaled from a topographic map and have
 TF0650.an estimated accuracy of +/- 6 seconds.
 TF0650
 TF0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0650.The vertical order pertains to the NGVD 29 superseded value.
 TF0650
 TF0650.The geoid height was determined by GEOID03.
 TF0650
 TF0650;                    North         East    Units  Estimated Accuracy
 TF0650;SPC ND N     -   199,440.      552,510.      MT  (+/- 180 meters Scaled)
 TF0650
 TF0650                          SUPERSEDED SURVEY CONTROL
 TF0650
 TF0650  NGVD 29 (11/04/04)  456.63   (m)         1498.1    (f) RESET       3  
 TF0650
 TF0650.Superseded values are not recommended for survey control.
 TF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0650.See file dsdata.txt to determine how the superseded data were derived.
 TF0650
 TF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV423065(NAD 83)
 TF0650_MARKER: DB = BENCH MARK DISK
 TF0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0650_STAMPING: P 339 RESET 1950
 TF0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0650+STABILITY: SURFACE MOTION
 TF0650
 TF0650  HISTORY     - Date     Condition        Report By
 TF0650  HISTORY     - 1950     MONUMENTED       NDHD
 TF0650  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0650
 TF0650                          STATION DESCRIPTION
 TF0650
 TF0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0650'18.8 MI E FROM MOHALL.
 TF0650'IN BOTTINEAU COUNTY, 16.8 MILES EAST AND 2 MILES NORTH ALONG STATE
 TF0650'HIGHWAY 5 AND U.S. HIGHWAY 83 FROM THE CITY WATER TOWER AT MOHALL,
 TF0650'RENVILLE COUNTY, AT THE INTERSECTION OF A SECTION-LINE ROAD, 80 FEET
 TF0650'SOUTH AND 101 FEET EAST OF THE NORTHEAST CORNER OF SECTION 11, T. 161
 TF0650'N., R. 81 W.  A STANDARD DISK, STAMPED P 339 RESET 1950 AND SET IN THE
 TF0650'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0518 ***********************************************************************
 RP0518  DESIGNATION -  P 34
 RP0518  PID         -  RP0518
 RP0518  STATE/COUNTY-  ND/SARGENT
 RP0518  USGS QUAD   -  STRAUBVILLE (1956)
 RP0518
 RP0518                         *CURRENT SURVEY CONTROL
 RP0518  ___________________________________________________________________
 RP0518* NAD 83(1986)-  46 02 41.     (N)    097 53 58.     (W)     SCALED    
 RP0518* NAVD 88     -       400.674  (meters)    1314.54   (feet)  ADJUSTED  
 RP0518  ___________________________________________________________________
 RP0518  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 RP0518  DYNAMIC HT  -         400.664 (meters)    1314.51  (feet)  COMP
 RP0518  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 RP0518
 RP0518  VERT ORDER  -  SECOND    CLASS 0
 RP0518
 RP0518.The horizontal coordinates were scaled from a topographic map and have
 RP0518.an estimated accuracy of +/- 6 seconds.
 RP0518
 RP0518.The orthometric height was determined by differential leveling
 RP0518.and adjusted by the National Geodetic Survey in June 1991..
 RP0518
 RP0518.The geoid height was determined by GEOID03.
 RP0518
 RP0518.The dynamic height is computed by dividing the NAVD 88
 RP0518.geopotential number by the normal gravity value computed on the
 RP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0518.degrees latitude (g = 980.6199 gals.).
 RP0518
 RP0518.The modeled gravity was interpolated from observed gravity values.
 RP0518
 RP0518;                    North         East    Units  Estimated Accuracy
 RP0518;SPC ND S     -    45,360.      801,260.      MT  (+/- 180 meters Scaled)
 RP0518
 RP0518                          SUPERSEDED SURVEY CONTROL
 RP0518
 RP0518  NGVD 29 (??/??/92)  400.360  (m)         1313.51   (f) ADJ UNCH    2 0
 RP0518
 RP0518.Superseded values are not recommended for survey control.
 RP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0518.See file dsdata.txt to determine how the superseded data were derived.
 RP0518
 RP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR851996(NAD 83)
 RP0518_MARKER: DB = BENCH MARK DISK
 RP0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0518_STAMPING: P 34 1934
 RP0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0518+STABILITY: SURFACE MOTION
 RP0518
 RP0518  HISTORY     - Date     Condition        Report By
 RP0518  HISTORY     - 1934     MONUMENTED       CGS
 RP0518
 RP0518                          STATION DESCRIPTION
 RP0518
 RP0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0518'IN STRAUBVILLE.
 RP0518'AT STRAUBVILLE, SARGENT COUNTY, ABOUT 144 FEET EAST OF THE GREAT
 RP0518'NORTHERN RAILWAY STATION, ABOUT 12 POLES EAST OF MILEPOST 19, AT A
 RP0518'PUBLIC ROAD CROSSING, ABOUT 140 FEET WEST OF THE CROSSING SIGNAL, 30
 RP0518'FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTH OF THE CENTER
 RP0518'LINE OF THE TRACK, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2
 RP0518'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 34 1934 AND SET
 RP0518'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1502 ***********************************************************************
 TF1502  DESIGNATION -  P 340
 TF1502  PID         -  TF1502
 TF1502  STATE/COUNTY-  ND/RENVILLE
 TF1502  USGS QUAD   -  MOHALL SW (1971)
 TF1502
 TF1502                         *CURRENT SURVEY CONTROL
 TF1502  ___________________________________________________________________
 TF1502* NAD 83(1986)-  48 51 53.     (N)    101 37 39.     (W)     SCALED    
 TF1502* NAVD 88     -       508.868  (meters)    1669.51   (feet)  ADJUSTED  
 TF1502  ___________________________________________________________________
 TF1502  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 TF1502  DYNAMIC HT  -         508.981 (meters)    1669.88  (feet)  COMP
 TF1502  MODELED GRAV-     980,816.8   (mgal)                       NAVD 88
 TF1502
 TF1502  VERT ORDER  -  SECOND    CLASS 0
 TF1502
 TF1502.The horizontal coordinates were scaled from a topographic map and have
 TF1502.an estimated accuracy of +/- 6 seconds.
 TF1502
 TF1502.The orthometric height was determined by differential leveling
 TF1502.and adjusted by the National Geodetic Survey in June 1991..
 TF1502
 TF1502.The geoid height was determined by GEOID03.
 TF1502
 TF1502.The dynamic height is computed by dividing the NAVD 88
 TF1502.geopotential number by the normal gravity value computed on the
 TF1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1502.degrees latitude (g = 980.6199 gals.).
 TF1502
 TF1502.The modeled gravity was interpolated from observed gravity values.
 TF1502
 TF1502;                    North         East    Units  Estimated Accuracy
 TF1502;SPC ND N     -   207,940.      517,280.      MT  (+/- 180 meters Scaled)
 TF1502
 TF1502                          SUPERSEDED SURVEY CONTROL
 TF1502
 TF1502  NGVD 29 (??/??/92)  508.53   (m)         1668.4    (f) COMPUTED    2 0
 TF1502
 TF1502.Superseded values are not recommended for survey control.
 TF1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1502.See file dsdata.txt to determine how the superseded data were derived.
 TF1502
 TF1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV073157(NAD 83)
 TF1502_MARKER: DB = BENCH MARK DISK
 TF1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1502_STAMPING: P 340 1935
 TF1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1502+STABILITY: SURFACE MOTION
 TF1502
 TF1502  HISTORY     - Date     Condition        Report By
 TF1502  HISTORY     - 1935     MONUMENTED       CGS
 TF1502  HISTORY     - 1962     MARK NOT FOUND   NGS
 TF1502
 TF1502                          STATION DESCRIPTION
 TF1502
 TF1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1502'6.5 MI S FROM SHERWOOD.
 TF1502'6.5 MILES SOUTH ALONG STATE HIGHWAY 28 FROM THE GREAT NORTHERN RAILWAY
 TF1502'STATION AT SHERWOOD, RENVILLE COUNTY, IN THE SOUTHEAST QUARTER OF A
 TF1502'ROAD INTERSECTION, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30
 TF1502'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTHWEST OF A FENCE
 TF1502'CORNER, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P
 TF1502'340 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- IT APPEARS THAT
 TF1502'THE MARK WAS PROBABLY DESTROYED WHEN THE EAST-WEST ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1668 ***********************************************************************
 TF1668  DESIGNATION -  P 341
 TF1668  PID         -  TF1668
 TF1668  STATE/COUNTY-  ND/RENVILLE
 TF1668  USGS QUAD   -  MOUSE RIVER PARK SW (1949)
 TF1668
 TF1668                         *CURRENT SURVEY CONTROL
 TF1668  ___________________________________________________________________
 TF1668* NAD 83(1986)-  48 51 01.     (N)    101 58 40.     (W)     SCALED    
 TF1668* NAVD 88     -       562.485  (meters)    1845.42   (feet)  ADJUSTED  
 TF1668  ___________________________________________________________________
 TF1668  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 TF1668  DYNAMIC HT  -         562.605 (meters)    1845.81  (feet)  COMP
 TF1668  MODELED GRAV-     980,805.4   (mgal)                       NAVD 88
 TF1668
 TF1668  VERT ORDER  -  SECOND    CLASS 0
 TF1668
 TF1668.The horizontal coordinates were scaled from a topographic map and have
 TF1668.an estimated accuracy of +/- 6 seconds.
 TF1668
 TF1668.The orthometric height was determined by differential leveling
 TF1668.and adjusted by the National Geodetic Survey in June 1991..
 TF1668
 TF1668.The geoid height was determined by GEOID03.
 TF1668
 TF1668.The dynamic height is computed by dividing the NAVD 88
 TF1668.geopotential number by the normal gravity value computed on the
 TF1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1668.degrees latitude (g = 980.6199 gals.).
 TF1668
 TF1668.The modeled gravity was interpolated from observed gravity values.
 TF1668
 TF1668;                    North         East    Units  Estimated Accuracy
 TF1668;SPC ND N     -   206,770.      491,550.      MT  (+/- 180 meters Scaled)
 TF1668
 TF1668                          SUPERSEDED SURVEY CONTROL
 TF1668
 TF1668  NGVD 29 (??/??/92)  562.102  (m)         1844.16   (f) ADJ UNCH    2 0
 TF1668
 TF1668.Superseded values are not recommended for survey control.
 TF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1668.See file dsdata.txt to determine how the superseded data were derived.
 TF1668
 TF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKV815150(NAD 83)
 TF1668_MARKER: DB = BENCH MARK DISK
 TF1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1668_STAMPING: P 341 1935
 TF1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1668+STABILITY: SURFACE MOTION
 TF1668
 TF1668  HISTORY     - Date     Condition        Report By
 TF1668  HISTORY     - 1935     MONUMENTED       CGS
 TF1668
 TF1668                          STATION DESCRIPTION
 TF1668
 TF1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1668'8.5 MI N FROM NORMA.
 TF1668'8.5 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE SOO LINE RAILROAD
 TF1668'STATION AT NORMA, RENVILLE COUNTY, IN THE SOUTHEAST QUARTER OF A ROAD
 TF1668'INTERSECTION, 30 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF1668'ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 3.5
 TF1668'FEET SOUTHWEST OF A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE
 TF1668'ROAD.  A STANDARD DISK, STAMPED P 341 1935 AND SET IN THE TOP OF A
 TF1668'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0817 ***********************************************************************
 TF0817  DESIGNATION -  P 342
 TF0817  PID         -  TF0817
 TF0817  STATE/COUNTY-  ND/BOTTINEAU
 TF0817  USGS QUAD   -  WESTHOPE (1951)
 TF0817
 TF0817                         *CURRENT SURVEY CONTROL
 TF0817  ___________________________________________________________________
 TF0817* NAD 83(1986)-  48 52 45.     (N)    101 00 58.     (W)     SCALED    
 TF0817* NAVD 88     -       454.360  (meters)    1490.68   (feet)  ADJUSTED  
 TF0817  ___________________________________________________________________
 TF0817  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0817  DYNAMIC HT  -         454.467 (meters)    1491.03  (feet)  COMP
 TF0817  MODELED GRAV-     980,830.9   (mgal)                       NAVD 88
 TF0817
 TF0817  VERT ORDER  -  SECOND    CLASS 0
 TF0817
 TF0817.The horizontal coordinates were scaled from a topographic map and have
 TF0817.an estimated accuracy of +/- 6 seconds.
 TF0817
 TF0817.The orthometric height was determined by differential leveling
 TF0817.and adjusted by the National Geodetic Survey in June 1991..
 TF0817
 TF0817.The geoid height was determined by GEOID03.
 TF0817
 TF0817.The dynamic height is computed by dividing the NAVD 88
 TF0817.geopotential number by the normal gravity value computed on the
 TF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0817.degrees latitude (g = 980.6199 gals.).
 TF0817
 TF0817.The modeled gravity was interpolated from observed gravity values.
 TF0817
 TF0817;                    North         East    Units  Estimated Accuracy
 TF0817;SPC ND N     -   209,070.      562,140.      MT  (+/- 180 meters Scaled)
 TF0817
 TF0817                          SUPERSEDED SURVEY CONTROL
 TF0817
 TF0817  NGVD 29 (??/??/92)  454.01   (m)         1489.5    (f) COMPUTED    2 0
 TF0817
 TF0817.Superseded values are not recommended for survey control.
 TF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0817.See file dsdata.txt to determine how the superseded data were derived.
 TF0817
 TF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV521159(NAD 83)
 TF0817_MARKER: DB = BENCH MARK DISK
 TF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0817_STAMPING: P-342 1935
 TF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0817+STABILITY: SURFACE MOTION
 TF0817
 TF0817  HISTORY     - Date     Condition        Report By
 TF0817  HISTORY     - 1935     MONUMENTED       CGS
 TF0817
 TF0817                          STATION DESCRIPTION
 TF0817
 TF0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0817'2.2 MI S FROM WESTHOPE.
 TF0817'2.2 MILES SOUTH CITY WATER TOWER AT WESTHOPE ALONG THE WESTHOPE-MINOT
 TF0817'ROAD (U.S. ROUTE NO. 83) TO A CROSS ROAD 2 MILES SOUTH OF THE GREAT
 TF0817'NORTHERN RAILROAD AT WESTHOPE.  SET IN POST IN THE NORTHEAST QUARTER
 TF0817'OF THE INTERSECTION, 22 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 TF0817'ROAD, 20 FEET EAST OF THE CENTERLINE OF THE MINOT ROAD, 1 FOOT WEST OF
 TF0817'THE CORNER FENCE POST, AT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0818 ***********************************************************************
 TF0818  DESIGNATION -  P 342 RESET
 TF0818  PID         -  TF0818
 TF0818  STATE/COUNTY-  ND/BOTTINEAU
 TF0818  USGS QUAD   -  WESTHOPE (1951)
 TF0818
 TF0818                         *CURRENT SURVEY CONTROL
 TF0818  ___________________________________________________________________
 TF0818* NAD 83(1986)-  48 52 45.     (N)    101 00 58.     (W)     SCALED    
 TF0818* NAVD 88     -       454.32   (+/-2cm)    1490.5    (feet)  VERTCON   
 TF0818  ___________________________________________________________________
 TF0818  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 TF0818
 TF0818  VERT ORDER  -  THIRD (See Below)
 TF0818
 TF0818.The horizontal coordinates were scaled from a topographic map and have
 TF0818.an estimated accuracy of +/- 6 seconds.
 TF0818
 TF0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0818.The vertical order pertains to the NGVD 29 superseded value.
 TF0818
 TF0818.The geoid height was determined by GEOID03.
 TF0818
 TF0818;                    North         East    Units  Estimated Accuracy
 TF0818;SPC ND N     -   209,070.      562,140.      MT  (+/- 180 meters Scaled)
 TF0818
 TF0818                          SUPERSEDED SURVEY CONTROL
 TF0818
 TF0818  NGVD 29 (??/??/??)  453.97   (m)         1489.4    (f) RESET       3  
 TF0818
 TF0818.Superseded values are not recommended for survey control.
 TF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0818.See file dsdata.txt to determine how the superseded data were derived.
 TF0818
 TF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV521159(NAD 83)
 TF0818_MARKER: DB = BENCH MARK DISK
 TF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0818_STAMPING: P 342 RESET 1950
 TF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0818+STABILITY: SURFACE MOTION
 TF0818
 TF0818  HISTORY     - Date     Condition        Report By
 TF0818  HISTORY     - 1950     MONUMENTED       NDHD
 TF0818
 TF0818                          STATION DESCRIPTION
 TF0818
 TF0818'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1950
 TF0818'2.2 MI S FROM WESTHOPE.
 TF0818'2.2 MILES SOUTH ALONG U. S. HIGHWAY 83 FROM THE CITY WATER TOWER AT
 TF0818'WESTHOPE, BOTTINEAU COUNTY, IN SECTION 2, T. 162 N., R. 80 W., AT THE
 TF0818'INTERSECTION OF A COUNTY ROAD, 90 FEET EAST OF THE CENTERLINE OF THE
 TF0818'HIGHWAY, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37.5 FEET WEST
 TF0818'OF A POWER LINE POLE, AND 88 FEET NORTH OF A TELEPHONE POLE.  A
 TF0818'STANDARD DISK, STAMPED P 342 RESET 1950 AND SET IN THE TOP OF A
 TF0818'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0554 ***********************************************************************
 TF0554  DESIGNATION -  P 344
 TF0554  PID         -  TF0554
 TF0554  STATE/COUNTY-  ND/BOTTINEAU
 TF0554  USGS QUAD   -  LANDA SW (1980)
 TF0554
 TF0554                         *CURRENT SURVEY CONTROL
 TF0554  ___________________________________________________________________
 TF0554* NAD 83(1986)-  48 47 30.     (N)    100 54 23.     (W)     SCALED    
 TF0554* NAVD 88     -       447.631  (meters)    1468.60   (feet)  ADJUSTED  
 TF0554  ___________________________________________________________________
 TF0554  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0554  DYNAMIC HT  -         447.733 (meters)    1468.94  (feet)  COMP
 TF0554  MODELED GRAV-     980,822.7   (mgal)                       NAVD 88
 TF0554
 TF0554  VERT ORDER  -  SECOND    CLASS 0
 TF0554
 TF0554.The horizontal coordinates were scaled from a topographic map and have
 TF0554.an estimated accuracy of +/- 6 seconds.
 TF0554
 TF0554.The orthometric height was determined by differential leveling
 TF0554.and adjusted by the National Geodetic Survey in June 1991..
 TF0554
 TF0554.The geoid height was determined by GEOID03.
 TF0554
 TF0554.The dynamic height is computed by dividing the NAVD 88
 TF0554.geopotential number by the normal gravity value computed on the
 TF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0554.degrees latitude (g = 980.6199 gals.).
 TF0554
 TF0554.The modeled gravity was interpolated from observed gravity values.
 TF0554
 TF0554;                    North         East    Units  Estimated Accuracy
 TF0554;SPC ND N     -   199,290.      570,140.      MT  (+/- 180 meters Scaled)
 TF0554
 TF0554                          SUPERSEDED SURVEY CONTROL
 TF0554
 TF0554  NGVD 29 (??/??/92)  447.26   (m)         1467.4    (f) COMPUTED    2 0
 TF0554
 TF0554.Superseded values are not recommended for survey control.
 TF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0554.See file dsdata.txt to determine how the superseded data were derived.
 TF0554
 TF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV599060(NAD 83)
 TF0554_MARKER: DB = BENCH MARK DISK
 TF0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0554_STAMPING: P 344 1935
 TF0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0554+STABILITY: SURFACE MOTION
 TF0554
 TF0554  HISTORY     - Date     Condition        Report By
 TF0554  HISTORY     - 1935     MONUMENTED       CGS
 TF0554
 TF0554                          STATION DESCRIPTION
 TF0554
 TF0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0554'5.3 MI N FROM NEWBURG.
 TF0554'5.3 MILES NORTH ALONG A SECTION-LINE ROAD FROM THE GREAT NORTHERN
 TF0554'RAILWAY STATION AT NEWBURG, BOTTINEAU COUNTY, AT A ROAD INTERSECTION,
 TF0554'33 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 30
 TF0554'FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.  A STANDARD
 TF0554'DISK, STAMPED P 344 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0268 ***********************************************************************
 TG0268  DESIGNATION -  P 345
 TG0268  PID         -  TG0268
 TG0268  STATE/COUNTY-  ND/BURKE
 TG0268  USGS QUAD   -  BOWBELLS NW (1947)
 TG0268
 TG0268                         *CURRENT SURVEY CONTROL
 TG0268  ___________________________________________________________________
 TG0268* NAD 83(1986)-  48 52 46.     (N)    102 07 52.     (W)     SCALED    
 TG0268* NAVD 88     -       577.255  (meters)    1893.88   (feet)  ADJUSTED  
 TG0268  ___________________________________________________________________
 TG0268  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 TG0268  DYNAMIC HT  -         577.379 (meters)    1894.28  (feet)  COMP
 TG0268  MODELED GRAV-     980,805.9   (mgal)                       NAVD 88
 TG0268
 TG0268  VERT ORDER  -  SECOND    CLASS 0
 TG0268
 TG0268.The horizontal coordinates were scaled from a topographic map and have
 TG0268.an estimated accuracy of +/- 6 seconds.
 TG0268
 TG0268.The orthometric height was determined by differential leveling
 TG0268.and adjusted by the National Geodetic Survey in June 1991..
 TG0268
 TG0268.The geoid height was determined by GEOID03.
 TG0268
 TG0268.The dynamic height is computed by dividing the NAVD 88
 TG0268.geopotential number by the normal gravity value computed on the
 TG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0268.degrees latitude (g = 980.6199 gals.).
 TG0268
 TG0268.The modeled gravity was interpolated from observed gravity values.
 TG0268
 TG0268;                    North         East    Units  Estimated Accuracy
 TG0268;SPC ND N     -   210,240.      480,370.      MT  (+/- 180 meters Scaled)
 TG0268
 TG0268                          SUPERSEDED SURVEY CONTROL
 TG0268
 TG0268  NGVD 29 (??/??/92)  576.870  (m)         1892.61   (f) ADJ UNCH    2 0
 TG0268
 TG0268.Superseded values are not recommended for survey control.
 TG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0268.See file dsdata.txt to determine how the superseded data were derived.
 TG0268
 TG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UGQ103180(NAD 83)
 TG0268_MARKER: DB = BENCH MARK DISK
 TG0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0268_STAMPING: P 345 1935
 TG0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0268+STABILITY: SURFACE MOTION
 TG0268
 TG0268  HISTORY     - Date     Condition        Report By
 TG0268  HISTORY     - 1935     MONUMENTED       CGS
 TG0268  HISTORY     - 1963     POOR             NGS
 TG0268
 TG0268                          STATION DESCRIPTION
 TG0268
 TG0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0268'10.6 MI NE FROM BOWBELLS.
 TG0268'ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE SOO LINE
 TG0268'RAILROAD STATION AT BOWBELLS, THENCE 5.0 MILES NORTH ALONG U. S.
 TG0268'HIGHWAY 52 AND STATE HIGHWAYS 5 AND 8, THENCE 5.0 MILES EAST ALONG A
 TG0268'GRAVELED ROAD, AT A SCHOOLHOUSE, AT THE SOUTHEAST CORNER OF THE
 TG0268'SCHOOLYARD, AT A ROAD INTERSECTION, 45 FEET WEST OF THE CENTER LINE OF
 TG0268'THE NORTH-SOUTH ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE
 TG0268'EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2
 TG0268'FEET.  NOTE-- THE ROAD HAS BEEN WIDENED AT THIS LOCATION AND THE MARK
 TG0268'HAS BEEN GRADED AROUND AND LEFT IN THE BOTTOM OF A DITCH.  IT IS LOOSE
 TG0268'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0715 ***********************************************************************
 TF0715  DESIGNATION -  P 346
 TF0715  PID         -  TF0715
 TF0715  STATE/COUNTY-  ND/BOTTINEAU
 TF0715  USGS QUAD   -  ANTLER (1971)
 TF0715
 TF0715                         *CURRENT SURVEY CONTROL
 TF0715  ___________________________________________________________________
 TF0715* NAD 83(1986)-  48 57 55.     (N)    101 17 59.     (W)     SCALED    
 TF0715* NAVD 88     -       467.809  (meters)    1534.80   (feet)  ADJUSTED  
 TF0715  ___________________________________________________________________
 TF0715  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 TF0715  DYNAMIC HT  -         467.923 (meters)    1535.18  (feet)  COMP
 TF0715  MODELED GRAV-     980,839.0   (mgal)                       NAVD 88
 TF0715
 TF0715  VERT ORDER  -  SECOND    CLASS 0
 TF0715
 TF0715.The horizontal coordinates were scaled from a topographic map and have
 TF0715.an estimated accuracy of +/- 6 seconds.
 TF0715
 TF0715.The orthometric height was determined by differential leveling
 TF0715.and adjusted by the National Geodetic Survey in June 1991..
 TF0715
 TF0715.The geoid height was determined by GEOID03.
 TF0715
 TF0715.The dynamic height is computed by dividing the NAVD 88
 TF0715.geopotential number by the normal gravity value computed on the
 TF0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0715.degrees latitude (g = 980.6199 gals.).
 TF0715
 TF0715.The modeled gravity was interpolated from observed gravity values.
 TF0715
 TF0715;                    North         East    Units  Estimated Accuracy
 TF0715;SPC ND N     -   218,820.      541,440.      MT  (+/- 180 meters Scaled)
 TF0715
 TF0715                          SUPERSEDED SURVEY CONTROL
 TF0715
 TF0715  NGVD 29 (??/??/92)  467.446  (m)         1533.61   (f) ADJ UNCH    2 0
 TF0715
 TF0715.Superseded values are not recommended for survey control.
 TF0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0715.See file dsdata.txt to determine how the superseded data were derived.
 TF0715
 TF0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV316261(NAD 83)
 TF0715_MARKER: DB = BENCH MARK DISK
 TF0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0715_STAMPING: P 346 1935
 TF0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0715+STABILITY: SURFACE MOTION
 TF0715
 TF0715  HISTORY     - Date     Condition        Report By
 TF0715  HISTORY     - 1935     MONUMENTED       CGS
 TF0715  HISTORY     - 1963     MARK NOT FOUND   NGS
 TF0715
 TF0715                          STATION DESCRIPTION
 TF0715
 TF0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TF0715'IN ANTLER.
 TF0715'AT ANTLER, BOTTINEAU COUNTY, 1.4 MILES WEST ALONG A SECTION-LINE ROAD
 TF0715'FROM THE CROSSING OF THE GREAT NORTHERN RAILWAY, AT A ROAD
 TF0715'INTERSECTION, 42 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 TF0715'ROAD, AND 36 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD. A
 TF0715'STANDARD DISK, STAMPED P 346 1935 AND SET IN THE TOP OF A CONCRETE
 TF0715'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0547 ***********************************************************************
 TF0547  DESIGNATION -  P 348
 TF0547  PID         -  TF0547
 TF0547  STATE/COUNTY-  ND/MCHENRY
 TF0547  USGS QUAD   -  UPHAM (1950)
 TF0547
 TF0547                         *CURRENT SURVEY CONTROL
 TF0547  ___________________________________________________________________
 TF0547* NAD 83(1986)-  48 37 05.     (N)    100 44 02.     (W)     SCALED    
 TF0547* NAVD 88     -       437.409  (meters)    1435.07   (feet)  ADJUSTED  
 TF0547  ___________________________________________________________________
 TF0547  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0547  DYNAMIC HT  -         437.501 (meters)    1435.37  (feet)  COMP
 TF0547  MODELED GRAV-     980,807.8   (mgal)                       NAVD 88
 TF0547
 TF0547  VERT ORDER  -  SECOND    CLASS 0
 TF0547
 TF0547.The horizontal coordinates were scaled from a topographic map and have
 TF0547.an estimated accuracy of +/- 6 seconds.
 TF0547
 TF0547.The orthometric height was determined by differential leveling
 TF0547.and adjusted by the National Geodetic Survey in June 1991..
 TF0547
 TF0547.The geoid height was determined by GEOID03.
 TF0547
 TF0547.The dynamic height is computed by dividing the NAVD 88
 TF0547.geopotential number by the normal gravity value computed on the
 TF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0547.degrees latitude (g = 980.6199 gals.).
 TF0547
 TF0547.The modeled gravity was interpolated from observed gravity values.
 TF0547
 TF0547;                    North         East    Units  Estimated Accuracy
 TF0547;SPC ND N     -   179,930.      582,760.      MT  (+/- 180 meters Scaled)
 TF0547
 TF0547                          SUPERSEDED SURVEY CONTROL
 TF0547
 TF0547  NGVD 29 (??/??/92)  437.039  (m)         1433.85   (f) ADJ UNCH    2 0
 TF0547
 TF0547.Superseded values are not recommended for survey control.
 TF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0547.See file dsdata.txt to determine how the superseded data were derived.
 TF0547
 TF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU722864(NAD 83)
 TF0547_MARKER: DB = BENCH MARK DISK
 TF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0547_STAMPING: P-348 1935
 TF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0547+STABILITY: SURFACE MOTION
 TF0547
 TF0547  HISTORY     - Date     Condition        Report By
 TF0547  HISTORY     - 1935     MONUMENTED       CGS
 TF0547
 TF0547                          STATION DESCRIPTION
 TF0547
 TF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0547'2.6 MI N FROM UPHAM.
 TF0547'2.6 MILES NORTH OF ALONG STATE HIWAY NO. 14 AT EAST-WEST ROAD
 TF0547'CROSSING.  SET 40 FT WEST OF CENTERLINE OF HIWAY, 33 FT NORTH OF
 TF0547'CENTERLINE OF EAST-WEST ROAD, 4 FT NORTH OF POWER LINE POLE IN LINE OF
 TF0547'POLES AND 2 FT BELOW LEVEL OF HIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0548 ***********************************************************************
 TF0548  DESIGNATION -  P 348 RESET
 TF0548  PID         -  TF0548
 TF0548  STATE/COUNTY-  ND/MCHENRY
 TF0548  USGS QUAD   -  UPHAM (1950)
 TF0548
 TF0548                         *CURRENT SURVEY CONTROL
 TF0548  ___________________________________________________________________
 TF0548* NAD 83(1986)-  48 37 05.     (N)    100 44 01.     (W)     SCALED    
 TF0548* NAVD 88     -       437.76   (+/-2cm)    1436.2    (feet)  VERTCON   
 TF0548  ___________________________________________________________________
 TF0548  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 TF0548
 TF0548  VERT ORDER  -  THIRD (See Below)
 TF0548
 TF0548.The horizontal coordinates were scaled from a topographic map and have
 TF0548.an estimated accuracy of +/- 6 seconds.
 TF0548
 TF0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 TF0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TF0548.The vertical order pertains to the NGVD 29 superseded value.
 TF0548
 TF0548.The geoid height was determined by GEOID03.
 TF0548
 TF0548;                    North         East    Units  Estimated Accuracy
 TF0548;SPC ND N     -   179,930.      582,780.      MT  (+/- 180 meters Scaled)
 TF0548
 TF0548                          SUPERSEDED SURVEY CONTROL
 TF0548
 TF0548  NGVD 29 (11/04/04)  437.39   (m)         1435.0    (f) RESET       3  
 TF0548
 TF0548.Superseded values are not recommended for survey control.
 TF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0548.See file dsdata.txt to determine how the superseded data were derived.
 TF0548
 TF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU722864(NAD 83)
 TF0548_MARKER: DB = BENCH MARK DISK
 TF0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0548_STAMPING: P 348 RESET 1960
 TF0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0548+STABILITY: SURFACE MOTION
 TF0548
 TF0548  HISTORY     - Date     Condition        Report By
 TF0548  HISTORY     - 1960     MONUMENTED       CGS
 TF0548
 TF0548                          STATION DESCRIPTION
 TF0548
 TF0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 TF0548'2.6 MI N FROM UPHAM.
 TF0548'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM UPHAM, MCHENRY
 TF0548'COUNTY, 0.05 MILE NORTH OF THE ENTRANCE TO A GAME REFUGE, AT THE
 TF0548'INTERSECTION OF A ROAD LEADING WEST, 152 FEET WEST OF THE CENTERLINE
 TF0548'OF THE HIGHWAY, 39 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD,
 TF0548'ONE FOOT SOUTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST
 TF0548'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0800 ***********************************************************************
 TF0800  DESIGNATION -  P 349
 TF0800  PID         -  TF0800
 TF0800  STATE/COUNTY-  ND/RENVILLE
 TF0800  USGS QUAD   -  GLENBURN (1979)
 TF0800
 TF0800                         *CURRENT SURVEY CONTROL
 TF0800  ___________________________________________________________________
 TF0800* NAD 83(1986)-  48 30 07.     (N)    101 11 04.     (W)     SCALED    
 TF0800* NAVD 88     -       468.494  (meters)    1537.05   (feet)  ADJUSTED  
 TF0800  ___________________________________________________________________
 TF0800  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 TF0800  DYNAMIC HT  -         468.584 (meters)    1537.35  (feet)  COMP
 TF0800  MODELED GRAV-     980,789.3   (mgal)                       NAVD 88
 TF0800
 TF0800  VERT ORDER  -  SECOND    CLASS 0
 TF0800
 TF0800.The horizontal coordinates were scaled from a topographic map and have
 TF0800.an estimated accuracy of +/- 6 seconds.
 TF0800
 TF0800.The orthometric height was determined by differential leveling
 TF0800.and adjusted by the National Geodetic Survey in June 1991..
 TF0800
 TF0800.The geoid height was determined by GEOID03.
 TF0800
 TF0800.The dynamic height is computed by dividing the NAVD 88
 TF0800.geopotential number by the normal gravity value computed on the
 TF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0800.degrees latitude (g = 980.6199 gals.).
 TF0800
 TF0800.The modeled gravity was interpolated from observed gravity values.
 TF0800
 TF0800;                    North         East    Units  Estimated Accuracy
 TF0800;SPC ND N     -   167,220.      549,420.      MT  (+/- 180 meters Scaled)
 TF0800
 TF0800                          SUPERSEDED SURVEY CONTROL
 TF0800
 TF0800  NGVD 29 (??/??/92)  468.133  (m)         1535.87   (f) ADJ UNCH    2 0
 TF0800
 TF0800.Superseded values are not recommended for survey control.
 TF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0800.See file dsdata.txt to determine how the superseded data were derived.
 TF0800
 TF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU386743(NAD 83)
 TF0800_MARKER: DB = BENCH MARK DISK
 TF0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TF0800_SP_SET: CULVERT
 TF0800_STAMPING: P 349 1935
 TF0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TF0800
 TF0800  HISTORY     - Date     Condition        Report By
 TF0800  HISTORY     - 1935     MONUMENTED       CGS
 TF0800  HISTORY     - 1957     GOOD             NGS
 TF0800
 TF0800                          STATION DESCRIPTION
 TF0800
 TF0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 TF0800'1.85 MI SE FROM GLENBURN.
 TF0800'1.1 MILES EAST ALONG THE BANTRY ROAD FROM THE CROSSING OF THE GREAT
 TF0800'NORTHERN RAILWAY AT GLENBURN, RENVILLE COUNTY, AT A DOUBLE 6-FOOT
 TF0800'SQUARE CONCRETE-BOX CULVERT, IN THE CENTER OF THE TOP OF THE NORTH
 TF0800'CONCRETE HEADWALL, 15 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 TF0800'LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 349 1935.  NOTE-- THE
 TF0800'GREAT NORTHERN RAILWAY CROSSES THE BANTRY ROAD ABOUT 3/4 MILE
 TF0800'SOUTHEAST OF GLENBURN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0188 ***********************************************************************
 RQ0188  DESIGNATION -  P 35
 RQ0188  PID         -  RQ0188
 RQ0188  STATE/COUNTY-  ND/DICKEY
 RQ0188  USGS QUAD   -  MONANGO SW (1982)
 RQ0188
 RQ0188                         *CURRENT SURVEY CONTROL
 RQ0188  ___________________________________________________________________
 RQ0188* NAD 83(1986)-  46 01 32.     (N)    098 43 05.     (W)     SCALED    
 RQ0188* NAVD 88     -       467.585  (meters)    1534.07   (feet)  ADJUSTED  
 RQ0188  ___________________________________________________________________
 RQ0188  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 RQ0188  DYNAMIC HT  -         467.570 (meters)    1534.02  (feet)  COMP
 RQ0188  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 RQ0188
 RQ0188  VERT ORDER  -  SECOND    CLASS 0
 RQ0188
 RQ0188.The horizontal coordinates were scaled from a topographic map and have
 RQ0188.an estimated accuracy of +/- 6 seconds.
 RQ0188
 RQ0188.The orthometric height was determined by differential leveling
 RQ0188.and adjusted by the National Geodetic Survey in June 1991..
 RQ0188
 RQ0188.The geoid height was determined by GEOID03.
 RQ0188
 RQ0188.The dynamic height is computed by dividing the NAVD 88
 RQ0188.geopotential number by the normal gravity value computed on the
 RQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0188.degrees latitude (g = 980.6199 gals.).
 RQ0188
 RQ0188.The modeled gravity was interpolated from observed gravity values.
 RQ0188
 RQ0188;                    North         East    Units  Estimated Accuracy
 RQ0188;SPC ND S     -    41,460.      737,970.      MT  (+/- 180 meters Scaled)
 RQ0188
 RQ0188                          SUPERSEDED SURVEY CONTROL
 RQ0188
 RQ0188  NGVD 29 (??/??/92)  467.210  (m)         1532.84   (f) ADJ UNCH    2 0
 RQ0188
 RQ0188.Superseded values are not recommended for survey control.
 RQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0188.See file dsdata.txt to determine how the superseded data were derived.
 RQ0188
 RQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR218969(NAD 83)
 RQ0188_MARKER: DB = BENCH MARK DISK
 RQ0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RQ0188_SP_SET: CULVERT
 RQ0188_STAMPING: P-35 1934
 RQ0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RQ0188
 RQ0188  HISTORY     - Date     Condition        Report By
 RQ0188  HISTORY     - 1934     MONUMENTED       CGS
 RQ0188  HISTORY     - 1977     MARK NOT FOUND   USGS
 RQ0188
 RQ0188                          STATION DESCRIPTION
 RQ0188
 RQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0188'10.4 MI W FROM ELLENDALE.
 RQ0188'10.4 MILES WEST OF DEPOT AT, ALONG STATE HIWAY NO. 11 AT 14 INCH
 RQ0188'CONCRETE CULVERT, 726 FEET WEST OF POINT OF INTERSECTION OF CURVE TO
 RQ0188'WEST.  SET IN THE WEST END OF THE SOUTH HEADWALL, 6 INCHES BELOW LEVEL
 RQ0188'OF HIWAY.
 RQ0188
 RQ0188                          STATION RECOVERY (1977)
 RQ0188
 RQ0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RQ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1092 ***********************************************************************
 TF1092  DESIGNATION -  P 350
 TF1092  PID         -  TF1092
 TF1092  STATE/COUNTY-  ND/MCHENRY
 TF1092  USGS QUAD   -  DEERING (1949)
 TF1092
 TF1092                         *CURRENT SURVEY CONTROL
 TF1092  ___________________________________________________________________
 TF1092* NAD 83(1986)-  48 24 01.     (N)    101 01 00.     (W)     SCALED    
 TF1092* NAVD 88     -       466.127  (meters)    1529.29   (feet)  ADJUSTED  
 TF1092  ___________________________________________________________________
 TF1092  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 TF1092  DYNAMIC HT  -         466.221 (meters)    1529.59  (feet)  COMP
 TF1092  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 TF1092
 TF1092  VERT ORDER  -  SECOND    CLASS 0
 TF1092
 TF1092.The horizontal coordinates were scaled from a topographic map and have
 TF1092.an estimated accuracy of +/- 6 seconds.
 TF1092
 TF1092.The orthometric height was determined by differential leveling
 TF1092.and adjusted by the National Geodetic Survey in June 1991..
 TF1092
 TF1092.The geoid height was determined by GEOID03.
 TF1092
 TF1092.The dynamic height is computed by dividing the NAVD 88
 TF1092.geopotential number by the normal gravity value computed on the
 TF1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1092.degrees latitude (g = 980.6199 gals.).
 TF1092
 TF1092.The modeled gravity was interpolated from observed gravity values.
 TF1092
 TF1092;                    North         East    Units  Estimated Accuracy
 TF1092;SPC ND N     -   155,820.      561,750.      MT  (+/- 180 meters Scaled)
 TF1092
 TF1092                          SUPERSEDED SURVEY CONTROL
 TF1092
 TF1092  NGVD 29 (??/??/92)  465.762  (m)         1528.09   (f) ADJ UNCH    2 0
 TF1092
 TF1092.Superseded values are not recommended for survey control.
 TF1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF1092.See file dsdata.txt to determine how the superseded data were derived.
 TF1092
 TF1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU507627(NAD 83)
 TF1092_MARKER: DB = BENCH MARK DISK
 TF1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1092_STAMPING: P-350 1935
 TF1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1092+STABILITY: SURFACE MOTION
 TF1092
 TF1092  HISTORY     - Date     Condition        Report By
 TF1092  HISTORY     - 1935     MONUMENTED       CGS
 TF1092
 TF1092                          STATION DESCRIPTION
 TF1092
 TF1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF1092'1.7 MI E FROM DEERING.
 TF1092'1.7 MILES EAST OF DEPOT AT ALONG THE DEERING-TOWNER ROAD AT NORTHEAST
 TF1092'CORNER OF SECTION 29, TOWNSHIP 157, RANGE 80.  AT NORTH-SOUTH ROAD
 TF1092'CROSSING.  SET 30 FT WEST OF CENTERLINE OF CROSSING, THENCE 33 FT
 TF1092'SOUTH OF CENTERLINE OF ROAD.  3 FT SOUTH, THENCE 2 FT WEST OF RIGHT OF
 TF1092'WAY FENCE CORNER AND 6 INCHES BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0537 ***********************************************************************
 TF0537  DESIGNATION -  P 351
 TF0537  PID         -  TF0537
 TF0537  STATE/COUNTY-  ND/MCHENRY
 TF0537  USGS QUAD   -  NEWBURG SE (1950)
 TF0537
 TF0537                         *CURRENT SURVEY CONTROL
 TF0537  ___________________________________________________________________
 TF0537* NAD 83(1986)-  48 34 29.     (N)    100 47 53.     (W)     SCALED    
 TF0537* NAVD 88     -       439.352  (meters)    1441.44   (feet)  ADJUSTED  
 TF0537  ___________________________________________________________________
 TF0537  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0537  DYNAMIC HT  -         439.442 (meters)    1441.74  (feet)  COMP
 TF0537  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TF0537
 TF0537  VERT ORDER  -  SECOND    CLASS 0
 TF0537
 TF0537.The horizontal coordinates were scaled from a topographic map and have
 TF0537.an estimated accuracy of +/- 6 seconds.
 TF0537
 TF0537.The orthometric height was determined by differential leveling
 TF0537.and adjusted by the National Geodetic Survey in June 1991..
 TF0537
 TF0537.The geoid height was determined by GEOID03.
 TF0537
 TF0537.The dynamic height is computed by dividing the NAVD 88
 TF0537.geopotential number by the normal gravity value computed on the
 TF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0537.degrees latitude (g = 980.6199 gals.).
 TF0537
 TF0537.The modeled gravity was interpolated from observed gravity values.
 TF0537
 TF0537;                    North         East    Units  Estimated Accuracy
 TF0537;SPC ND N     -   175,130.      578,010.      MT  (+/- 180 meters Scaled)
 TF0537
 TF0537                          SUPERSEDED SURVEY CONTROL
 TF0537
 TF0537  NGVD 29 (??/??/92)  438.980  (m)         1440.22   (f) ADJ UNCH    2 0
 TF0537
 TF0537.Superseded values are not recommended for survey control.
 TF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0537.See file dsdata.txt to determine how the superseded data were derived.
 TF0537
 TF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU673817(NAD 83)
 TF0537_MARKER: DB = BENCH MARK DISK
 TF0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0537_STAMPING: P 351 1935
 TF0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0537+STABILITY: SURFACE MOTION
 TF0537
 TF0537  HISTORY     - Date     Condition        Report By
 TF0537  HISTORY     - 1935     MONUMENTED       CGS
 TF0537
 TF0537                          STATION DESCRIPTION
 TF0537
 TF0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TF0537'3.8 MI W FROM UPHAM.
 TF0537'3.8 MILES WEST ALONG THE DEERING ROAD FROM UPHAM, MCHENRY COUNTY, AT
 TF0537'THE NORTHEAST CORNER OF SECTION 25, T 159 N, R 79 W, AT A ROAD
 TF0537'INTERSECTION, 36 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TF0537'ROAD, 29 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 2
 TF0537'FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT LOWER THAN
 TF0537'THE ROAD.  A STANDARD DISK, STAMPED P 351 1935 AND SET IN THE TOP OF A
 TF0537'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1427 ***********************************************************************
 TG1427  DESIGNATION -  P 354
 TG1427  PID         -  TG1427
 TG1427  STATE/COUNTY-  ND/WILLIAMS
 TG1427  USGS QUAD   -  TRENTON SW (1968)
 TG1427
 TG1427                         *CURRENT SURVEY CONTROL
 TG1427  ___________________________________________________________________
 TG1427* NAD 83(1986)-  48 04 56.     (N)    103 59 31.     (W)     SCALED    
 TG1427* NAVD 88     -       715.671  (meters)    2348.00   (feet)  ADJUSTED  
 TG1427  ___________________________________________________________________
 TG1427  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 TG1427  DYNAMIC HT  -         715.742 (meters)    2348.23  (feet)  COMP
 TG1427  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 TG1427
 TG1427  VERT ORDER  -  SECOND    CLASS 0
 TG1427
 TG1427.The horizontal coordinates were scaled from a topographic map and have
 TG1427.an estimated accuracy of +/- 6 seconds.
 TG1427
 TG1427.The orthometric height was determined by differential leveling
 TG1427.and adjusted by the National Geodetic Survey in June 1991..
 TG1427
 TG1427.The geoid height was determined by GEOID03.
 TG1427
 TG1427.The dynamic height is computed by dividing the NAVD 88
 TG1427.geopotential number by the normal gravity value computed on the
 TG1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1427.degrees latitude (g = 980.6199 gals.).
 TG1427
 TG1427.The modeled gravity was interpolated from observed gravity values.
 TG1427
 TG1427;                    North         East    Units  Estimated Accuracy
 TG1427;SPC ND N     -   126,220.      339,930.      MT  (+/- 180 meters Scaled)
 TG1427
 TG1427                          SUPERSEDED SURVEY CONTROL
 TG1427
 TG1427  NGVD 29 (??/??/92)  715.138  (m)         2346.25   (f) ADJ UNCH    2 0
 TG1427
 TG1427.Superseded values are not recommended for survey control.
 TG1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1427.See file dsdata.txt to determine how the superseded data were derived.
 TG1427
 TG1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP750259(NAD 83)
 TG1427_MARKER: DB = BENCH MARK DISK
 TG1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1427_STAMPING: P-354 1935
 TG1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1427+STABILITY: SURFACE MOTION
 TG1427
 TG1427  HISTORY     - Date     Condition        Report By
 TG1427  HISTORY     - 1935     MONUMENTED       CGS
 TG1427  HISTORY     - 1967     MARK NOT FOUND   USGS
 TG1427
 TG1427                          STATION DESCRIPTION
 TG1427
 TG1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1427'6.0 MI N FROM FORT BUFORD.
 TG1427'6.0 MILES NORTH OF THE DEPOT.  ALONG THE ROAD NORTH FROM FORT BUFORD
 TG1427'TO THE INTERSECTION WITH U.S. HIGHWAY NO. 2.  AT THE SOUTH WEST CORNER
 TG1427'OF SEC. 7, T-153, R-103.  AT FAINT TRAIL CROSSING.  SET 33 FEET NORTH,
 TG1427'THENCE 33 FEET EAST OF CENTERLINE OF THE CROSSING.  IN LINE WITH NORTH
 TG1427'ROAD LINE FENCE ACROSS ROAD.  AT ROAD LEVEL.  NOTE-- RD. RELOCATED AND
 TG1427'REBUILT.
 TG1427
 TG1427                          STATION RECOVERY (1967)
 TG1427
 TG1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TG1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1456 ***********************************************************************
 TG1456  DESIGNATION -  P 355
 TG1456  PID         -  TG1456
 TG1456  STATE/COUNTY-  ND/WILLIAMS
 TG1456  USGS QUAD   -  OTTER TAIL CREEK (1974)
 TG1456
 TG1456                         *CURRENT SURVEY CONTROL
 TG1456  ___________________________________________________________________
 TG1456* NAD 83(1986)-  48 20 32.     (N)    103 37 32.     (W)     SCALED    
 TG1456* NAVD 88     -       591.066  (meters)    1939.19   (feet)  POSTED    
 TG1456  ___________________________________________________________________
 TG1456  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 TG1456  DYNAMIC HT  -         591.150 (meters)    1939.46  (feet)  COMP
 TG1456  MODELED GRAV-     980,734.8   (mgal)                       NAVD 88
 TG1456
 TG1456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 TG1456
 TG1456.The horizontal coordinates were scaled from a topographic map and have
 TG1456.an estimated accuracy of +/- 6 seconds.
 TG1456
 TG1456.The orthometric height was determined by differential leveling
 TG1456.and adjusted by the National Geodetic Survey in 1992..
 TG1456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 TG1456.rate of 0.0 thru 1.0 mm/km.
 TG1456
 TG1456.The geoid height was determined by GEOID03.
 TG1456
 TG1456.The dynamic height is computed by dividing the NAVD 88
 TG1456.geopotential number by the normal gravity value computed on the
 TG1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1456.degrees latitude (g = 980.6199 gals.).
 TG1456
 TG1456.The modeled gravity was interpolated from observed gravity values.
 TG1456
 TG1456;                    North         East    Units  Estimated Accuracy
 TG1456;SPC ND N     -   153,930.      368,380.      MT  (+/- 180 meters Scaled)
 TG1456
 TG1456                          SUPERSEDED SURVEY CONTROL
 TG1456
 TG1456  NGVD 29 (??/??/92)  590.584  (m)         1937.61   (f) ADJ UNCH    2 0
 TG1456
 TG1456.Superseded values are not recommended for survey control.
 TG1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1456.See file dsdata.txt to determine how the superseded data were derived.
 TG1456
 TG1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP018552(NAD 83)
 TG1456_MARKER: DB = BENCH MARK DISK
 TG1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1456_STAMPING: P-355 1935
 TG1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1456+STABILITY: SURFACE MOTION
 TG1456
 TG1456  HISTORY     - Date     Condition        Report By
 TG1456  HISTORY     - 1935     MONUMENTED       CGS
 TG1456  HISTORY     - 1958     MARK NOT FOUND   USGS
 TG1456
 TG1456                          STATION DESCRIPTION
 TG1456
 TG1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TG1456'14.0 MI N FROM WILLISTON.
 TG1456'14.0 MILES NORTH OF THE DEPOT.  ALONG U.S. HIGHWAY NO. 85.  4 MILES
 TG1456'NORTH OF JUNCTION OF U.S. HIGHWAY NO. 2.  AT THE NORTH WEST CORNER OF
 TG1456'SEC. 13, T-156, R-101.  SET AT ROAD CROSSING.  39 FEET SOUTH, THENCE
 TG1456'42 FEET EAST OF CENTERLINE OF THE CROSSING.  2 FEET BELOW ROAD LEVEL.
 TG1456
 TG1456                          STATION RECOVERY (1958)
 TG1456
 TG1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TG1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1403 ***********************************************************************
 TG1403  DESIGNATION -  P 356
 TG1403  PID         -  TG1403
 TG1403  STATE/COUNTY-  ND/WILLIAMS
 TG1403  USGS QUAD   -  WILLISTON WEST (1976)
 TG1403
 TG1403                         *CURRENT SURVEY CONTROL
 TG1403  ___________________________________________________________________
 TG1403* NAD 83(1986)-  48 10 07.     (N)    103 40 09.     (W)     SCALED    
 TG1403* NAVD 88     -       616.963  (meters)    2024.15   (feet)  ADJUSTED  
 TG1403  ___________________________________________________________________
 TG1403  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 TG1403  DYNAMIC HT  -         617.038 (meters)    2024.40  (feet)  COMP
 TG1403  MODELED GRAV-     980,712.1   (mgal)                       NAVD 88
 TG1403
 TG1403  VERT ORDER  -  SECOND    CLASS 0
 TG1403
 TG1403.The horizontal coordinates were scaled from a topographic map and have
 TG1403.an estimated accuracy of +/- 6 seconds.
 TG1403
 TG1403.The orthometric height was determined by differential leveling
 TG1403.and adjusted by the National Geodetic Survey in June 1991..
 TG1403
 TG1403.The geoid height was determined by GEOID03.
 TG1403
 TG1403.The dynamic height is computed by dividing the NAVD 88
 TG1403.geopotential number by the normal gravity value computed on the
 TG1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1403.degrees latitude (g = 980.6199 gals.).
 TG1403
 TG1403.The modeled gravity was interpolated from observed gravity values.
 TG1403
 TG1403;                    North         East    Units  Estimated Accuracy
 TG1403;SPC ND N     -   134,780.      364,350.      MT  (+/- 180 meters Scaled)
 TG1403
 TG1403                          SUPERSEDED SURVEY CONTROL
 TG1403
 TG1403  NGVD 29 (??/??/92)  616.468  (m)         2022.53   (f) ADJ UNCH    2 0
 TG1403
 TG1403.Superseded values are not recommended for survey control.
 TG1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1403.See file dsdata.txt to determine how the superseded data were derived.
 TG1403
 TG1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP989358(NAD 83)
 TG1403_MARKER: DB = BENCH MARK DISK
 TG1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1403_STAMPING: P 356 1935
 TG1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1403+STABILITY: SURFACE MOTION
 TG1403
 TG1403  HISTORY     - Date     Condition        Report By
 TG1403  HISTORY     - 1935     MONUMENTED       CGS
 TG1403  HISTORY     - 1958     POOR             NGS
 TG1403
 TG1403                          STATION DESCRIPTION
 TG1403
 TG1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 TG1403'1.9 MI N FROM WILLISTON.
 TG1403'1.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE GREAT NORTHERN RAILWAY
 TG1403'STATION AT WILLISTON, WILLIAMS COUNTY, 2.0 MILES WEST ALONG A ROAD. AT
 TG1403'THE SOUTHEAST CORNER OF SECTION 9, T 154 N, R 101 W, AT THE JUNCTION
 TG1403'OF A DIM ROAD, 33 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 TG1403'ROAD, 25 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 3
 TG1403'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE CORNER, AND LEVEL WITH THE
 TG1403'ROAD.  A STANDARD DISK, STAMPED P 356 1935 AND SET IN THE TOP OF A
 TG1403'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1295 ***********************************************************************
 TG1295  DESIGNATION -  P 358
 TG1295  PID         -  TG1295
 TG1295  STATE/COUNTY-  ND/WILLIAMS
 TG1295  USGS QUAD   -  EPPING NW (1978)
 TG1295
 TG1295                         *CURRENT SURVEY CONTROL
 TG1295  ___________________________________________________________________
 TG1295* NAD 83(1986)-  48 25 50.     (N)    103 28 22.     (W)     SCALED    
 TG1295* NAVD 88     -       665.553  (meters)    2183.57   (feet)  ADJUSTED  
 TG1295  ___________________________________________________________________
 TG1295  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 TG1295  DYNAMIC HT  -         665.655 (meters)    2183.90  (feet)  COMP
 TG1295  MODELED GRAV-     980,742.6   (mgal)                       NAVD 88
 TG1295
 TG1295  VERT ORDER  -  SECOND    CLASS 0
 TG1295
 TG1295.The horizontal coordinates were scaled from a topographic map and have
 TG1295.an estimated accuracy of +/- 6 seconds.
 TG1295
 TG1295.The orthometric height was determined by differential leveling
 TG1295.and adjusted by the National Geodetic Survey in June 1991..
 TG1295
 TG1295.The geoid height was determined by GEOID03.
 TG1295
 TG1295.The dynamic height is computed by dividing the NAVD 88
 TG1295.geopotential number by the normal gravity value computed on the
 TG1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1295.degrees latitude (g = 980.6199 gals.).
 TG1295
 TG1295.The modeled gravity was interpolated from observed gravity values.
 TG1295
 TG1295;                    North         East    Units  Estimated Accuracy
 TG1295;SPC ND N     -   163,300.      380,070.      MT  (+/- 180 meters Scaled)
 TG1295
 TG1295                          SUPERSEDED SURVEY CONTROL
 TG1295
 TG1295  NGVD 29 (??/??/92)  665.084  (m)         2182.03   (f) ADJ UNCH    2 0
 TG1295
 TG1295.Superseded values are not recommended for survey control.
 TG1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1295.See file dsdata.txt to determine how the superseded data were derived.
 TG1295
 TG1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP129652(NAD 83)
 TG1295_MARKER: DB = BENCH MARK DISK
 TG1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1295_STAMPING: P 358 1935
 TG1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1295+STABILITY: SURFACE MOTION
 TG1295
 TG1295  HISTORY     - Date     Condition        Report By
 TG1295  HISTORY     - 1935     MONUMENTED       CGS
 TG1295  HISTORY     - 1951     GOOD             NGS
 TG1295  HISTORY     - 1974     MARK NOT FOUND   USGS
 TG1295
 TG1295                          STATION DESCRIPTION
 TG1295
 TG1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1295'10.5 MI S FROM ALAMO.
 TG1295'10.5 MILES SOUTH ALONG THE SPRING BROOK ROAD FROM ALAMO, WILLIAMS
 TG1295'COUNTY, 13.5 MILES NORTH OF SPRING BROOK, AT THE SOUTHEAST CORNER OF
 TG1295'SECTION 9, T 157 N, R 99 W, AT A ROAD INTERSECTION, 30 FEET NORTH OF
 TG1295'THE CENTERLINE OF THE EAST-AND-WEST ROAD, 10 FEET WEST OF THE
 TG1295'CENTERLINE OF THE NORTH-AND-SOUTH ROAD, AND 1 FOOT LOWER THAN THE
 TG1295'ROAD, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD REBUILT AND
 TG1295'A NEW GRADE ESTABLISHED.
 TG1295
 TG1295                          STATION RECOVERY (1974)
 TG1295
 TG1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 TG1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0376 ***********************************************************************
 RQ0376  DESIGNATION -  P 36
 RQ0376  PID         -  RQ0376
 RQ0376  STATE/COUNTY-  ND/MCINTOSH
 RQ0376  USGS QUAD   -  MAY LAKE SE (1982)
 RQ0376
 RQ0376                         *CURRENT SURVEY CONTROL
 RQ0376  ___________________________________________________________________
 RQ0376* NAD 83(1986)-  46 00 05.     (N)    099 32 37.     (W)     SCALED    
 RQ0376* NAVD 88     -       631.103  (meters)    2070.54   (feet)  ADJUSTED  
 RQ0376  ___________________________________________________________________
 RQ0376  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 RQ0376  DYNAMIC HT  -         631.058 (meters)    2070.40  (feet)  COMP
 RQ0376  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 RQ0376
 RQ0376  VERT ORDER  -  SECOND    CLASS 0
 RQ0376
 RQ0376.The horizontal coordinates were scaled from a topographic map and have
 RQ0376.an estimated accuracy of +/- 6 seconds.
 RQ0376
 RQ0376.The orthometric height was determined by differential leveling
 RQ0376.and adjusted by the National Geodetic Survey in June 1991..
 RQ0376
 RQ0376.The geoid height was determined by GEOID03.
 RQ0376
 RQ0376.The dynamic height is computed by dividing the NAVD 88
 RQ0376.geopotential number by the normal gravity value computed on the
 RQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0376.degrees latitude (g = 980.6199 gals.).
 RQ0376
 RQ0376.The modeled gravity was interpolated from observed gravity values.
 RQ0376
 RQ0376;                    North         East    Units  Estimated Accuracy
 RQ0376;SPC ND S     -    37,660.      674,080.      MT  (+/- 180 meters Scaled)
 RQ0376
 RQ0376                          SUPERSEDED SURVEY CONTROL
 RQ0376
 RQ0376  NGVD 29 (??/??/92)  630.662  (m)         2069.10   (f) ADJ UNCH    2 0
 RQ0376
 RQ0376.Superseded values are not recommended for survey control.
 RQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0376.See file dsdata.txt to determine how the superseded data were derived.
 RQ0376
 RQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMR579943(NAD 83)
 RQ0376_MARKER: DB = BENCH MARK DISK
 RQ0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0376_STAMPING: P 36 1934
 RQ0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0376+STABILITY: SURFACE MOTION
 RQ0376
 RQ0376  HISTORY     - Date     Condition        Report By
 RQ0376  HISTORY     - 1934     MONUMENTED       CGS
 RQ0376
 RQ0376                          STATION DESCRIPTION
 RQ0376
 RQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0376'0.6 MI NE FROM VENTURIA.
 RQ0376'0.6 MILE NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 RQ0376'VENTURIA, MCINTOSH COUNTY, 4 POLES EAST OF MILEPOST 369, 666 FEET EAST
 RQ0376'OF THE CENTER OF A PUBLIC-ROAD CROSSING, NEAR THE TOP OF A SMALL RISE,
 RQ0376'39 FEET NORTH OF THE CENTERLINE OF THE TRACK, 42 FEET WEST OF A POLE 2
 RQ0376'FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE
 RQ0376'TRACK.  A STANDARD DISK, STAMPED P 36 1934 AND SET IN THE TOP OF A
 RQ0376'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0334 ***********************************************************************
 SO0334  DESIGNATION -  P 362
 SO0334  PID         -  SO0334
 SO0334  STATE/COUNTY-  ND/DUNN
 SO0334  USGS QUAD   -  HALLIDAY (1973)
 SO0334
 SO0334                         *CURRENT SURVEY CONTROL
 SO0334  ___________________________________________________________________
 SO0334* NAD 83(1986)-  47 20 01.     (N)    102 16 49.     (W)     SCALED    
 SO0334* NAVD 88     -       618.447  (meters)    2029.02   (feet)  ADJUSTED  
 SO0334  ___________________________________________________________________
 SO0334  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 SO0334  DYNAMIC HT  -         618.488 (meters)    2029.16  (feet)  COMP
 SO0334  MODELED GRAV-     980,659.5   (mgal)                       NAVD 88
 SO0334
 SO0334  VERT ORDER  -  SECOND    CLASS 0
 SO0334
 SO0334.The horizontal coordinates were scaled from a topographic map and have
 SO0334.an estimated accuracy of +/- 6 seconds.
 SO0334
 SO0334.The orthometric height was determined by differential leveling
 SO0334.and adjusted by the National Geodetic Survey in June 1991..
 SO0334
 SO0334.The geoid height was determined by GEOID03.
 SO0334
 SO0334.The dynamic height is computed by dividing the NAVD 88
 SO0334.geopotential number by the normal gravity value computed on the
 SO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0334.degrees latitude (g = 980.6199 gals.).
 SO0334
 SO0334.The modeled gravity was interpolated from observed gravity values.
 SO0334
 SO0334;                    North         East    Units  Estimated Accuracy
 SO0334;SPC ND S     -   186,820.      465,460.      MT  (+/- 180 meters Scaled)
 SO0334
 SO0334                          SUPERSEDED SURVEY CONTROL
 SO0334
 SO0334  NGVD 29 (??/??/92)  618.017  (m)         2027.61   (f) ADJ UNCH    2 0
 SO0334
 SO0334.Superseded values are not recommended for survey control.
 SO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0334.See file dsdata.txt to determine how the superseded data were derived.
 SO0334
 SO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN054458(NAD 83)
 SO0334_MARKER: DB = BENCH MARK DISK
 SO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0334_STAMPING: P 362 1958
 SO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0334+STABILITY: SURFACE MOTION
 SO0334
 SO0334  HISTORY     - Date     Condition        Report By
 SO0334  HISTORY     - 1958     MONUMENTED       CGS
 SO0334
 SO0334                          STATION DESCRIPTION
 SO0334
 SO0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SO0334'3.1 MI SE FROM HALLIDAY.
 SO0334'ABOUT 3.1 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SO0334'STATION AT HALLIDAY, OR ABOUT 4.3 MILES NORTHWEST ALONG THE NORTHERN
 SO0334'PACIFIC RAILROAD FROM THE STATION AT DODGE, 3 1/2 POLES SOUTHEAST OF
 SO0334'MILEPOST 98, 42 FEET NORTH OF THE NORTH RAIL, 88 FEET NORTHWEST OF THE
 SO0334'CENTER OF A PRIVATE ROAD CROSSING, 5 FEET NORTHEAST OF A TELEPHONE
 SO0334'POLE, 5 FEET SOUTH OF A FENCE, 2 FEET NORTH OF A CONCRETE WITNESS
 SO0334'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A
 SO0334'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0504 ***********************************************************************
 RP0504  DESIGNATION -  P 37
 RP0504  PID         -  RP0504
 RP0504  STATE/COUNTY-  ND/SARGENT
 RP0504  USGS QUAD   -  RUTLAND (1978)
 RP0504
 RP0504                         *CURRENT SURVEY CONTROL
 RP0504  ___________________________________________________________________
 RP0504* NAD 83(1986)-  46 00 22.     (N)    097 32 36.     (W)     SCALED    
 RP0504* NAVD 88     -       374.038  (meters)    1227.16   (feet)  ADJUSTED  
 RP0504  ___________________________________________________________________
 RP0504  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 RP0504  DYNAMIC HT  -         374.027 (meters)    1227.12  (feet)  COMP
 RP0504  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 RP0504
 RP0504  VERT ORDER  -  SECOND    CLASS 0
 RP0504
 RP0504.The horizontal coordinates were scaled from a topographic map and have
 RP0504.an estimated accuracy of +/- 6 seconds.
 RP0504
 RP0504.The orthometric height was determined by differential leveling
 RP0504.and adjusted by the National Geodetic Survey in June 1991..
 RP0504
 RP0504.The geoid height was determined by GEOID03.
 RP0504
 RP0504.The dynamic height is computed by dividing the NAVD 88
 RP0504.geopotential number by the normal gravity value computed on the
 RP0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0504.degrees latitude (g = 980.6199 gals.).
 RP0504
 RP0504.The modeled gravity was interpolated from observed gravity values.
 RP0504
 RP0504;                    North         East    Units  Estimated Accuracy
 RP0504;SPC ND S     -    42,040.      828,960.      MT  (+/- 180 meters Scaled)
 RP0504
 RP0504                          SUPERSEDED SURVEY CONTROL
 RP0504
 RP0504  NGVD 29 (??/??/92)  373.759  (m)         1226.24   (f) ADJ UNCH    2 0
 RP0504
 RP0504.Superseded values are not recommended for survey control.
 RP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0504.See file dsdata.txt to determine how the superseded data were derived.
 RP0504
 RP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR127957(NAD 83)
 RP0504_MARKER: DB = BENCH MARK DISK
 RP0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0504_STAMPING: P 37 1934
 RP0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0504+STABILITY: SURFACE MOTION
 RP0504
 RP0504  HISTORY     - Date     Condition        Report By
 RP0504  HISTORY     - 1934     MONUMENTED       CGS
 RP0504
 RP0504                          STATION DESCRIPTION
 RP0504
 RP0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0504'4.1 MI S FROM RUTLAND.
 RP0504'4.1 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 RP0504'RUTLAND, SARGENT COUNTY, ABOUT 3 POLES NORTHEAST OF MILEPOST 59, 40
 RP0504'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 6 FEET NORTHEAST
 RP0504'OF A POLE.  A STANDARD DISK, STAMPED P 37 1934 AND SET IN THE TOP OF A
 RP0504'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0254 ***********************************************************************
 RP0254  DESIGNATION -  P 375
 RP0254  PID         -  RP0254
 RP0254  STATE/COUNTY-  ND/RICHLAND
 RP0254  USGS QUAD   -  ABERCROMBIE (1973)
 RP0254
 RP0254                         *CURRENT SURVEY CONTROL
 RP0254  ___________________________________________________________________
 RP0254* NAD 83(1986)-  46 25 39.     (N)    096 43 49.     (W)     SCALED    
 RP0254* NAVD 88     -       286.324  (meters)     939.38   (feet)  ADJUSTED  
 RP0254  ___________________________________________________________________
 RP0254  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP0254  DYNAMIC HT  -         286.338 (meters)     939.43  (feet)  COMP
 RP0254  MODELED GRAV-     980,656.7   (mgal)                       NAVD 88
 RP0254
 RP0254  VERT ORDER  -  FIRST     CLASS II
 RP0254
 RP0254.The horizontal coordinates were scaled from a topographic map and have
 RP0254.an estimated accuracy of +/- 6 seconds.
 RP0254
 RP0254.The orthometric height was determined by differential leveling
 RP0254.and adjusted by the National Geodetic Survey in June 1991..
 RP0254.WARNING-Repeat measurements at this control monument indicate possible
 RP0254.vertical movement.
 RP0254
 RP0254.The geoid height was determined by GEOID03.
 RP0254
 RP0254.The dynamic height is computed by dividing the NAVD 88
 RP0254.geopotential number by the normal gravity value computed on the
 RP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0254.degrees latitude (g = 980.6199 gals.).
 RP0254
 RP0254.The modeled gravity was interpolated from observed gravity values.
 RP0254
 RP0254;                    North         East    Units  Estimated Accuracy
 RP0254;SPC ND S     -    91,520.      889,640.      MT  (+/- 180 meters Scaled)
 RP0254
 RP0254                          SUPERSEDED SURVEY CONTROL
 RP0254
 RP0254  NGVD 29 (??/??/92)  285.992  (m)          938.29   (f) ADJ UNCH    1 2
 RP0254
 RP0254.Superseded values are not recommended for survey control.
 RP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0254.See file dsdata.txt to determine how the superseded data were derived.
 RP0254
 RP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS743440(NAD 83)
 RP0254_MARKER: DB = BENCH MARK DISK
 RP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0254_SP_SET: CONCRETE POST
 RP0254_STAMPING: P 375 1940
 RP0254_MARK LOGO: CGS   
 RP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0254+STABILITY: SURFACE MOTION
 RP0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0254+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1990
 RP0254
 RP0254  HISTORY     - Date     Condition        Report By
 RP0254  HISTORY     - 1940     MONUMENTED       CGS
 RP0254  HISTORY     - 1962     GOOD             NGS
 RP0254  HISTORY     - 19900723 GOOD             NGS
 RP0254
 RP0254                          STATION DESCRIPTION
 RP0254
 RP0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 RP0254'1.3 MI SE FROM ABERCROMBIE.
 RP0254'1.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RP0254'RAILROAD FROM THE STATION AT ABERCROMBIE, RICHLAND COUNTY, 12 POLES
 RP0254'SOUTHEAST OF MILEPOST 84, AT A PUBLIC-ROAD CROSSING, 72 FEET NORTHEAST
 RP0254'OF THE CENTERLINE OF THE ROAD, 59.6 FEET SOUTHWEST OF THE CENTERLINE
 RP0254'OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 RP0254'STAMPED P 375 1940 AND SET IN THE TOP OF A CONCRETE POST.
 RP0254
 RP0254                          STATION RECOVERY (1990)
 RP0254
 RP0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 RP0254'2.2 KM (1.4 MI) SOUTHERLY ALONG COUNTY ROAD 81 FROM THE JUNCTION OF
 RP0254'BROADWAY STREET (COUNTY ROAD 4) IN ABERCROMBIE, THENCE 0.4 KM (0.2
 RP0254'MI) EASTERLY ALONG A SECTION LINE ROAD, 35.6 M (116.8 FT)
 RP0254'WEST-NORTHWEST OF UTILITY POLE NUMBER 75058, 19.1 M (62.7 FT) NORTH
 RP0254'OF AND LEVEL WITH THE ROAD CENTER, 11.2 M (36.7 FT) EAST-NORTHEAST OF
 RP0254'UTILITY POLE NUMBER 75057, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND
 RP0254'THE CONCRETE PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0865 ***********************************************************************
 SM0865  DESIGNATION -  P 376
 SM0865  PID         -  SM0865
 SM0865  STATE/COUNTY-  ND/KIDDER
 SM0865  USGS QUAD   -  SENIOR LAKE (1978)
 SM0865
 SM0865                         *CURRENT SURVEY CONTROL
 SM0865  ___________________________________________________________________
 SM0865* NAD 83(1986)-  47 19 33.     (N)    099 58 09.     (W)     SCALED    
 SM0865* NAVD 88     -       609.349  (meters)    1999.17   (feet)  ADJUSTED  
 SM0865  ___________________________________________________________________
 SM0865  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 SM0865  DYNAMIC HT  -         609.387 (meters)    1999.30  (feet)  COMP
 SM0865  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 SM0865
 SM0865  VERT ORDER  -  SECOND    CLASS 0
 SM0865
 SM0865.The horizontal coordinates were scaled from a topographic map and have
 SM0865.an estimated accuracy of +/- 6 seconds.
 SM0865
 SM0865.The orthometric height was determined by differential leveling
 SM0865.and adjusted by the National Geodetic Survey in June 1991..
 SM0865
 SM0865.The geoid height was determined by GEOID03.
 SM0865
 SM0865.The dynamic height is computed by dividing the NAVD 88
 SM0865.geopotential number by the normal gravity value computed on the
 SM0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0865.degrees latitude (g = 980.6199 gals.).
 SM0865
 SM0865.The modeled gravity was interpolated from observed gravity values.
 SM0865
 SM0865;                    North         East    Units  Estimated Accuracy
 SM0865;SPC ND S     -   184,570.      640,130.      MT  (+/- 180 meters Scaled)
 SM0865
 SM0865                          SUPERSEDED SURVEY CONTROL
 SM0865
 SM0865  NGVD 29 (??/??/92)  608.926  (m)         1997.78   (f) ADJ UNCH    2 0
 SM0865
 SM0865.Superseded values are not recommended for survey control.
 SM0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0865.See file dsdata.txt to determine how the superseded data were derived.
 SM0865
 SM0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT267418(NAD 83)
 SM0865_MARKER: DB = BENCH MARK DISK
 SM0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0865_STAMPING: P-376 1940
 SM0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0865+STABILITY: SURFACE MOTION
 SM0865
 SM0865  HISTORY     - Date     Condition        Report By
 SM0865  HISTORY     - 1940     MONUMENTED       CGS
 SM0865
 SM0865                          STATION DESCRIPTION
 SM0865
 SM0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SM0865'10.4 MI S FROM HURDSFIELD.
 SM0865'10.4 MILES SOUTH OF, ALONG STATE HIGHWAY 3 P-376 IS LOCATED 10.4 MILES
 SM0865'SOUTH OF THE NORTHERN PACIFIC RAILWAY STATION AT HURDSFIELD, 36 FEET
 SM0865'WEST OF THE CENTER LINE OF STATE HIGHWAY 3, 93 FEET SOUTH OF THE SOUTH
 SM0865'COUNTY LINE SIGN POST, 1.6 FEET NORTH OF A WHITE WOODEN POST STENCILED
 SM0865'U.S. B.M.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 SM0865'PROJECTING .2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0067 ***********************************************************************
 SO0067  DESIGNATION -  P 377
 SO0067  PID         -  SO0067
 SO0067  STATE/COUNTY-  ND/MOUNTRAIL
 SO0067  USGS QUAD   -  SHELL CREEK BAY (1981)
 SO0067
 SO0067                         *CURRENT SURVEY CONTROL
 SO0067  ___________________________________________________________________
 SO0067* NAD 83(1986)-  47 57 22.     (N)    102 20 38.     (W)     SCALED    
 SO0067* NAVD 88     -       581.170  (meters)    1906.72   (feet)  ADJUSTED  
 SO0067  ___________________________________________________________________
 SO0067  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 SO0067  DYNAMIC HT  -         581.257 (meters)    1907.01  (feet)  COMP
 SO0067  MODELED GRAV-     980,742.2   (mgal)                       NAVD 88
 SO0067
 SO0067  VERT ORDER  -  SECOND    CLASS 0
 SO0067
 SO0067.The horizontal coordinates were scaled from a topographic map and have
 SO0067.an estimated accuracy of +/- 6 seconds.
 SO0067
 SO0067.The orthometric height was determined by differential leveling
 SO0067.and adjusted by the National Geodetic Survey in June 1991..
 SO0067.WARNING-Repeat measurements at this control monument indicate possible
 SO0067.vertical movement.
 SO0067
 SO0067.The geoid height was determined by GEOID03.
 SO0067
 SO0067.The dynamic height is computed by dividing the NAVD 88
 SO0067.geopotential number by the normal gravity value computed on the
 SO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0067.degrees latitude (g = 980.6199 gals.).
 SO0067
 SO0067.The modeled gravity was interpolated from observed gravity values.
 SO0067
 SO0067;                    North         East    Units  Estimated Accuracy
 SO0067;SPC ND N     -   107,950.      462,300.      MT  (+/- 180 meters Scaled)
 SO0067
 SO0067                          SUPERSEDED SURVEY CONTROL
 SO0067
 SO0067  NGVD 29 (??/??/92)  580.745  (m)         1905.33   (f) ADJ UNCH    2 0
 SO0067
 SO0067.Superseded values are not recommended for survey control.
 SO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0067.See file dsdata.txt to determine how the superseded data were derived.
 SO0067
 SO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP982148(NAD 83)
 SO0067_MARKER: DB = BENCH MARK DISK
 SO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0067_STAMPING: P 377 1940
 SO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0067+STABILITY: SURFACE MOTION
 SO0067
 SO0067  HISTORY     - Date     Condition        Report By
 SO0067  HISTORY     - 1940     MONUMENTED       CGS
 SO0067  HISTORY     - 1963     GOOD             NGS
 SO0067
 SO0067                          STATION DESCRIPTION
 SO0067
 SO0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SO0067'14.2 MI S FROM BELDEN.
 SO0067'ABOUT 12.7 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 SO0067'BELDEN, THENCE 1.5 MILES SOUTH ALONG A GRAVELED ROAD, ABOUT 0.6 MILE
 SO0067'SOUTH OF THE CROSSING OF THE SOO LINE RAILROAD AND THE JUNCTION OF A
 SO0067'GRAVELED ROAD LEADING EAST, ABOUT 0.5 MILE NORTH OF A GRAVELED ROAD
 SO0067'INTERSECTION, AT THE JUNCTION OF A FARM ROAD LEADING EAST, 33 FEET
 SO0067'WEST OF THE CENTERLINE OF THE ROAD AT THE JUNCTION, 6 FEET EAST OF A
 SO0067'FENCE CORNER, IN LINE WITH AN EAST-WEST FENCE, 1.1 FEET NORTH OF A
 SO0067'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 SO0067'CONCRETE POST PROJECTING 3 INCHES, S 29, R 91 W, T 152 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0409 ***********************************************************************
 SO0409  DESIGNATION -  P 378
 SO0409  PID         -  SO0409
 SO0409  STATE/COUNTY-  ND/MCKENZIE
 SO0409  USGS QUAD   -  CROFF (1959)
 SO0409
 SO0409                         *CURRENT SURVEY CONTROL
 SO0409  ___________________________________________________________________
 SO0409* NAD 83(1986)-  47 43 16.     (N)    102 54 34.     (W)     SCALED    
 SO0409* NAVD 88     -       766.785  (meters)    2515.69   (feet)  ADJUSTED  
 SO0409  ___________________________________________________________________
 SO0409  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 SO0409  DYNAMIC HT  -         766.853 (meters)    2515.92  (feet)  COMP
 SO0409  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 SO0409
 SO0409  VERT ORDER  -  SECOND    CLASS 0
 SO0409
 SO0409.The horizontal coordinates were scaled from a topographic map and have
 SO0409.an estimated accuracy of +/- 6 seconds.
 SO0409
 SO0409.The orthometric height was determined by differential leveling
 SO0409.and adjusted by the National Geodetic Survey in June 1991..
 SO0409
 SO0409.The geoid height was determined by GEOID03.
 SO0409
 SO0409.The dynamic height is computed by dividing the NAVD 88
 SO0409.geopotential number by the normal gravity value computed on the
 SO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0409.degrees latitude (g = 980.6199 gals.).
 SO0409
 SO0409.The modeled gravity was interpolated from observed gravity values.
 SO0409
 SO0409;                    North         East    Units  Estimated Accuracy
 SO0409;SPC ND N     -    83,000.      419,270.      MT  (+/- 180 meters Scaled)
 SO0409
 SO0409                          SUPERSEDED SURVEY CONTROL
 SO0409
 SO0409  NGVD 29 (??/??/92)  766.280  (m)         2514.04   (f) ADJ UNCH    2 0
 SO0409
 SO0409.Superseded values are not recommended for survey control.
 SO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0409.See file dsdata.txt to determine how the superseded data were derived.
 SO0409
 SO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN567874(NAD 83)
 SO0409_MARKER: DB = BENCH MARK DISK
 SO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0409_STAMPING: P-378 1940
 SO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0409+STABILITY: SURFACE MOTION
 SO0409
 SO0409  HISTORY     - Date     Condition        Report By
 SO0409  HISTORY     - 1940     MONUMENTED       CGS
 SO0409  HISTORY     - 1957     MARK NOT FOUND   USGS
 SO0409
 SO0409                          STATION DESCRIPTION
 SO0409
 SO0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SO0409'2.8 MI SE FROM CROFF.
 SO0409'LOCATED 2.8 MILES SOUTH-EAST ALONG STATE HIGHWAY 22 FROM THE POST
 SO0409'OFFICE AT CROFF, 34.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 SO0409'120 FEET SOUTH-WEST OF SECTION LINE FENCE ON THE NORTH SIDE OF THE
 SO0409'HIGHWAY, 8 FEET NORTH OF NORTH-WEST CORNER OF A SMALL FENCED IN PLOT
 SO0409'OF LAND AND 1.4 FEET EAST OF A WHITE WOODEN POST STENCILED U.S.B.M. A
 SO0409'STANDARD DISK, STAMPED P-378 1940 AND SET IN THE TOP OF A CONCRETE
 SO0409'POST 0.5 FOOT HIGH.  NOTE -- REFERENCES ARE NO LONGER THERE.
 SO0409
 SO0409                          STATION RECOVERY (1957)
 SO0409
 SO0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SO0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1329 ***********************************************************************
 TG1329  DESIGNATION -  P 379
 TG1329  PID         -  TG1329
 TG1329  STATE/COUNTY-  ND/WILLIAMS
 TG1329  USGS QUAD   -  WILLISTON WEST (1976)
 TG1329
 TG1329                         *CURRENT SURVEY CONTROL
 TG1329  ___________________________________________________________________
 TG1329* NAD 83(1986)-  48 08 35.     (N)    103 39 29.     (W)     SCALED    
 TG1329* NAVD 88     -       567.099  (meters)    1860.56   (feet)  ADJUSTED  
 TG1329  ___________________________________________________________________
 TG1329  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1329  DYNAMIC HT  -         567.165 (meters)    1860.77  (feet)  COMP
 TG1329  MODELED GRAV-     980,709.3   (mgal)                       NAVD 88
 TG1329
 TG1329  VERT ORDER  -  FIRST     CLASS II
 TG1329
 TG1329.The horizontal coordinates were scaled from a topographic map and have
 TG1329.an estimated accuracy of +/- 6 seconds.
 TG1329
 TG1329.The orthometric height was determined by differential leveling
 TG1329.and adjusted by the National Geodetic Survey in June 1991..
 TG1329
 TG1329.The geoid height was determined by GEOID03.
 TG1329
 TG1329.The dynamic height is computed by dividing the NAVD 88
 TG1329.geopotential number by the normal gravity value computed on the
 TG1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1329.degrees latitude (g = 980.6199 gals.).
 TG1329
 TG1329.The modeled gravity was interpolated from observed gravity values.
 TG1329
 TG1329;                    North         East    Units  Estimated Accuracy
 TG1329;SPC ND N     -   131,910.      365,060.      MT  (+/- 180 meters Scaled)
 TG1329
 TG1329                          SUPERSEDED SURVEY CONTROL
 TG1329
 TG1329  NGVD 29 (??/??/92)  566.595  (m)         1858.90   (f) ADJ UNCH    1 2
 TG1329
 TG1329.Superseded values are not recommended for survey control.
 TG1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1329.See file dsdata.txt to determine how the superseded data were derived.
 TG1329
 TG1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP998330(NAD 83)
 TG1329_MARKER: DB = BENCH MARK DISK
 TG1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TG1329_SP_SET: SEMAPHORE SWITCH
 TG1329_STAMPING: P-379 1940
 TG1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1329
 TG1329  HISTORY     - Date     Condition        Report By
 TG1329  HISTORY     - 1940     MONUMENTED       CGS
 TG1329  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1329
 TG1329                          STATION DESCRIPTION
 TG1329
 TG1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TG1329'1.8 MI SW FROM WILLISTON.
 TG1329'1.8 MILES SOUTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG1329'AT WILLISTON, WILLIAMS COUNTY, 5 POLES SOUTHWEST OF MILEPOST 123, 5.8
 TG1329'FEET NORTHEAST OF SEMAPHORE 1233, AT THE SEMAPHORE SWITCH, IN THE TOP
 TG1329'OF THE SOUTHWEST END OF THE BASE, 11 FEET NORTHWEST OF THE EAST-BOUND
 TG1329'TRACK, AND 0.1 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED P 379
 TG1329'1940.  NOTE-- THE SIGNAL HAS BEEN REMOVED, AND NO TRACE COULD BE FOUND
 TG1329'OF THE SWITCH BASE.  THIS MARK IS BELIEVED TO HAVE BEEN DESTROYED.
 TG1329
 TG1329                          STATION RECOVERY (1981)
 TG1329
 TG1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0152 ***********************************************************************
 RQ0152  DESIGNATION -  P 38
 RQ0152  PID         -  RQ0152
 RQ0152  STATE/COUNTY-  ND/LA MOURE
 RQ0152  USGS QUAD   -  EDGELEY JUNCTION (1982)
 RQ0152
 RQ0152                         *CURRENT SURVEY CONTROL
 RQ0152  ___________________________________________________________________
 RQ0152* NAD 83(1986)-  46 23 48.     (N)    098 43 28.     (W)     SCALED    
 RQ0152* NAVD 88     -       471.561  (meters)    1547.11   (feet)  ADJUSTED  
 RQ0152  ___________________________________________________________________
 RQ0152  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 RQ0152  DYNAMIC HT  -         471.557 (meters)    1547.10  (feet)  COMP
 RQ0152  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 RQ0152
 RQ0152  VERT ORDER  -  SECOND    CLASS 0
 RQ0152
 RQ0152.The horizontal coordinates were scaled from a topographic map and have
 RQ0152.an estimated accuracy of +/- 6 seconds.
 RQ0152
 RQ0152.The orthometric height was determined by differential leveling
 RQ0152.and adjusted by the National Geodetic Survey in June 1991..
 RQ0152
 RQ0152.The geoid height was determined by GEOID03.
 RQ0152
 RQ0152.The dynamic height is computed by dividing the NAVD 88
 RQ0152.geopotential number by the normal gravity value computed on the
 RQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0152.degrees latitude (g = 980.6199 gals.).
 RQ0152
 RQ0152.The modeled gravity was interpolated from observed gravity values.
 RQ0152
 RQ0152;                    North         East    Units  Estimated Accuracy
 RQ0152;SPC ND S     -    82,690.      736,540.      MT  (+/- 180 meters Scaled)
 RQ0152
 RQ0152                          SUPERSEDED SURVEY CONTROL
 RQ0152
 RQ0152  NGVD 29 (??/??/92)  471.194  (m)         1545.91   (f) ADJ UNCH    2 0
 RQ0152
 RQ0152.Superseded values are not recommended for survey control.
 RQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0152.See file dsdata.txt to determine how the superseded data were derived.
 RQ0152
 RQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS211381(NAD 83)
 RQ0152_MARKER: DB = BENCH MARK DISK
 RQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0152_STAMPING: P 38 1934
 RQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0152+STABILITY: SURFACE MOTION
 RQ0152
 RQ0152  HISTORY     - Date     Condition        Report By
 RQ0152  HISTORY     - 1934     MONUMENTED       CGS
 RQ0152  HISTORY     - 1961     GOOD             NGS
 RQ0152
 RQ0152                          STATION DESCRIPTION
 RQ0152
 RQ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 RQ0152'3.3 MI N FROM EDGELEY.
 RQ0152'3.3 MILES NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE CITY WATER
 RQ0152'TANK AT EDGELEY, LA MOURE COUNTY, 5 POLES SOUTHEAST OF MILEPOST 109,
 RQ0152'18 POLES NORTHWEST OF THE INTERSECTION WITH THE MIDLAND CONTINENTAL
 RQ0152'RAILROAD, AT A ROAD CROSSING, 57 FEET EAST OF THE ROAD, 42 FEET
 RQ0152'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 5 FEET NORTHWEST OF A POLE,
 RQ0152'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED P 38 1934
 RQ0152'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0151 ***********************************************************************
 RR0151  DESIGNATION -  P 380
 RR0151  PID         -  RR0151
 RR0151  STATE/COUNTY-  ND/SIOUX
 RR0151  USGS QUAD   -  FORT YATES NW (1968)
 RR0151
 RR0151                         *CURRENT SURVEY CONTROL
 RR0151  ___________________________________________________________________
 RR0151* NAD 83(1986)-  46 11 34.     (N)    100 38 55.     (W)     SCALED    
 RR0151* NAVD 88     -       500.993  (meters)    1643.67   (feet)  ADJUSTED  
 RR0151  ___________________________________________________________________
 RR0151  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 RR0151  DYNAMIC HT  -         500.978 (meters)    1643.63  (feet)  COMP
 RR0151  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 RR0151
 RR0151  VERT ORDER  -  SECOND    CLASS 0
 RR0151
 RR0151.The horizontal coordinates were scaled from a topographic map and have
 RR0151.an estimated accuracy of +/- 6 seconds.
 RR0151
 RR0151.The orthometric height was determined by differential leveling
 RR0151.and adjusted by the National Geodetic Survey in June 1991..
 RR0151
 RR0151.The geoid height was determined by GEOID03.
 RR0151
 RR0151.The dynamic height is computed by dividing the NAVD 88
 RR0151.geopotential number by the normal gravity value computed on the
 RR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0151.degrees latitude (g = 980.6199 gals.).
 RR0151
 RR0151.The modeled gravity was interpolated from observed gravity values.
 RR0151
 RR0151;                    North         East    Units  Estimated Accuracy
 RR0151;SPC ND S     -    58,490.      588,530.      MT  (+/- 180 meters Scaled)
 RR0151
 RR0151                          SUPERSEDED SURVEY CONTROL
 RR0151
 RR0151  NGVD 29 (??/??/92)  500.598  (m)         1642.38   (f) ADJ UNCH    2 0
 RR0151
 RR0151.Superseded values are not recommended for survey control.
 RR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0151.See file dsdata.txt to determine how the superseded data were derived.
 RR0151
 RR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS727167(NAD 83)
 RR0151_MARKER: DB = BENCH MARK DISK
 RR0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RR0151_SP_SET: CULVERT
 RR0151_STAMPING: P 380 1945
 RR0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RR0151
 RR0151  HISTORY     - Date     Condition        Report By
 RR0151  HISTORY     - 1945     MONUMENTED       CGS
 RR0151  HISTORY     - 1956     GOOD             NGS
 RR0151  HISTORY     - 1967     MARK NOT FOUND   USGS
 RR0151
 RR0151                          STATION DESCRIPTION
 RR0151
 RR0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RR0151'7.4 MI N FROM FORT YATES.
 RR0151'7.4 MILES NORTH ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF A GRAVEL
 RR0151'ROAD ABOUT 0.9 MILE WEST OF THE HIGH SCHOOL AT FORT YATES, SIOUX
 RR0151'COUNTY, AT A 3-FOOT PIPE-CULVERT, IN THE TOP OF THE SOUTH END OF THE
 RR0151'WEST CONCRETE HEAD WALL, 18 FEET WEST OF THE CENTER LINE OF THE
 RR0151'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  AN IRON BENCH-MARK DISK,
 RR0151'STAMPED P 30 1945.  NOTE-- THE CULVERT APPEARS TO HAVE BEEN REPLACED
 RR0151'BY A METAL ONE.
 RR0151
 RR0151                          STATION RECOVERY (1967)
 RR0151
 RR0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 RR0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0260 ***********************************************************************
 RR0260  DESIGNATION -  P 381
 RR0260  PID         -  RR0260
 RR0260  STATE/COUNTY-  ND/EMMONS
 RR0260  USGS QUAD   -  FORT RICE (1971)
 RR0260
 RR0260                         *CURRENT SURVEY CONTROL
 RR0260  ___________________________________________________________________
 RR0260* NAD 83(1986)-  46 30 09.     (N)    100 32 48.     (W)     SCALED    
 RR0260* NAVD 88     -       509.238  (meters)    1670.72   (feet)  ADJUSTED  
 RR0260  ___________________________________________________________________
 RR0260  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 RR0260  DYNAMIC HT  -         509.236 (meters)    1670.72  (feet)  COMP
 RR0260  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 RR0260
 RR0260  VERT ORDER  -  SECOND    CLASS 0
 RR0260
 RR0260.The horizontal coordinates were scaled from a topographic map and have
 RR0260.an estimated accuracy of +/- 6 seconds.
 RR0260
 RR0260.The orthometric height was determined by differential leveling
 RR0260.and adjusted by the National Geodetic Survey in June 1991..
 RR0260
 RR0260.The geoid height was determined by GEOID03.
 RR0260
 RR0260.The dynamic height is computed by dividing the NAVD 88
 RR0260.geopotential number by the normal gravity value computed on the
 RR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0260.degrees latitude (g = 980.6199 gals.).
 RR0260
 RR0260.The modeled gravity was interpolated from observed gravity values.
 RR0260
 RR0260;                    North         East    Units  Estimated Accuracy
 RR0260;SPC ND S     -    92,910.      596,420.      MT  (+/- 180 meters Scaled)
 RR0260
 RR0260                          SUPERSEDED SURVEY CONTROL
 RR0260
 RR0260  NGVD 29 (??/??/92)  508.820  (m)         1669.35   (f) ADJ UNCH    2 0
 RR0260
 RR0260.Superseded values are not recommended for survey control.
 RR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0260.See file dsdata.txt to determine how the superseded data were derived.
 RR0260
 RR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS813510(NAD 83)
 RR0260_MARKER: DB = BENCH MARK DISK
 RR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0260_STAMPING: P 381 1945
 RR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0260+STABILITY: SURFACE MOTION
 RR0260
 RR0260  HISTORY     - Date     Condition        Report By
 RR0260  HISTORY     - 1945     MONUMENTED       CGS
 RR0260  HISTORY     - 1957     GOOD             NGS
 RR0260
 RR0260                          STATION DESCRIPTION
 RR0260
 RR0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0260'13.7 MI W FROM HAZELTON.
 RR0260'13.7 MILES WEST ALONG A GRAVEL ROAD FROM THE RAILROAD STATION AT
 RR0260'HAZELTON, 147 FEET NORTHEAST OF A CURVE IN THE ROAD, 39.5 FEET NORTH
 RR0260'OF THE CENTERLINE OF THE ROAD, 2.4 FEET WEST OF A WHITE 4 X 4 IN.
 RR0260'MARKER POST.  AN IRON DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0059 ***********************************************************************
 RR0059  DESIGNATION -  P 382
 RR0059  PID         -  RR0059
 RR0059  STATE/COUNTY-  ND/EMMONS
 RR0059  USGS QUAD   -  STRASBURG (1971)
 RR0059
 RR0059                         *CURRENT SURVEY CONTROL
 RR0059  ___________________________________________________________________
 RR0059* NAD 83(1986)-  46 12 13.     (N)    100 12 19.     (W)     SCALED    
 RR0059* NAVD 88     -       545.253  (meters)    1788.88   (feet)  ADJUSTED  
 RR0059  ___________________________________________________________________
 RR0059  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 RR0059  DYNAMIC HT  -         545.230 (meters)    1788.81  (feet)  COMP
 RR0059  MODELED GRAV-     980,556.3   (mgal)                       NAVD 88
 RR0059
 RR0059  VERT ORDER  -  FIRST     CLASS II
 RR0059
 RR0059.The horizontal coordinates were scaled from a topographic map and have
 RR0059.an estimated accuracy of +/- 6 seconds.
 RR0059
 RR0059.The orthometric height was determined by differential leveling
 RR0059.and adjusted by the National Geodetic Survey in June 1991..
 RR0059
 RR0059.The geoid height was determined by GEOID03.
 RR0059
 RR0059.The dynamic height is computed by dividing the NAVD 88
 RR0059.geopotential number by the normal gravity value computed on the
 RR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0059.degrees latitude (g = 980.6199 gals.).
 RR0059
 RR0059.The modeled gravity was interpolated from observed gravity values.
 RR0059
 RR0059;                    North         East    Units  Estimated Accuracy
 RR0059;SPC ND S     -    59,730.      622,750.      MT  (+/- 180 meters Scaled)
 RR0059
 RR0059                          SUPERSEDED SURVEY CONTROL
 RR0059
 RR0059  NGVD 29 (??/??/92)  544.845  (m)         1787.55   (f) ADJ UNCH    1 2
 RR0059
 RR0059.Superseded values are not recommended for survey control.
 RR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0059.See file dsdata.txt to determine how the superseded data were derived.
 RR0059
 RR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS070173(NAD 83)
 RR0059_MARKER: DB = BENCH MARK DISK
 RR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0059_STAMPING: P 382 1945
 RR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0059+STABILITY: SURFACE MOTION
 RR0059
 RR0059  HISTORY     - Date     Condition        Report By
 RR0059  HISTORY     - 1945     MONUMENTED       CGS
 RR0059  HISTORY     - 1949     GOOD             NGS
 RR0059  HISTORY     - 1957     GOOD             NGS
 RR0059
 RR0059                          STATION DESCRIPTION
 RR0059
 RR0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0059'4.5 MI SE FROM LINTON.
 RR0059'4.5 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RR0059'RAILROAD FROM THE STATION AT LINTON, AT A ROAD JUNCTION, 123 FEET EAST
 RR0059'OF THE CENTER LINE OF U.S. HIGHWAY 83, 63 FEET NORTH OF THE CENTER
 RR0059'LINE OF THE EAST-WEST DIRT ROAD, 59 FEET WEST OF THE WEST RAIL OF THE
 RR0059'TRACK, 2.0 FEET WEST OF A TELEPHONE POLE, 2.3 FEET WEST OF A REFERENCE
 RR0059'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 RR0059'THE GROUND.
 RR0059
 RR0059                          STATION RECOVERY (1957)
 RR0059
 RR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0089 ***********************************************************************
 RR0089  DESIGNATION -  P 383
 RR0089  PID         -  RR0089
 RR0089  STATE/COUNTY-  ND/EMMONS
 RR0089  USGS QUAD   -  FORT YATES NE (1968)
 RR0089
 RR0089                         *CURRENT SURVEY CONTROL
 RR0089  ___________________________________________________________________
 RR0089* NAD 83(1986)-  46 09 37.     (N)    100 36 09.     (W)     SCALED    
 RR0089* NAVD 88     -       508.480  (meters)    1668.24   (feet)  ADJUSTED  
 RR0089  ___________________________________________________________________
 RR0089  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 RR0089  DYNAMIC HT  -         508.466 (meters)    1668.19  (feet)  COMP
 RR0089  MODELED GRAV-     980,570.4   (mgal)                       NAVD 88
 RR0089
 RR0089  VERT ORDER  -  FIRST     CLASS II
 RR0089
 RR0089.The horizontal coordinates were scaled from a topographic map and have
 RR0089.an estimated accuracy of +/- 6 seconds.
 RR0089
 RR0089.The orthometric height was determined by differential leveling
 RR0089.and adjusted by the National Geodetic Survey in June 1991..
 RR0089
 RR0089.The geoid height was determined by GEOID03.
 RR0089
 RR0089.The dynamic height is computed by dividing the NAVD 88
 RR0089.geopotential number by the normal gravity value computed on the
 RR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0089.degrees latitude (g = 980.6199 gals.).
 RR0089
 RR0089.The modeled gravity was interpolated from observed gravity values.
 RR0089
 RR0089;                    North         East    Units  Estimated Accuracy
 RR0089;SPC ND S     -    54,870.      592,080.      MT  (+/- 180 meters Scaled)
 RR0089
 RR0089                          SUPERSEDED SURVEY CONTROL
 RR0089
 RR0089  NGVD 29 (??/??/92)  508.094  (m)         1666.97   (f) ADJ UNCH    1 2
 RR0089
 RR0089.Superseded values are not recommended for survey control.
 RR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0089.See file dsdata.txt to determine how the superseded data were derived.
 RR0089
 RR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS762131(NAD 83)
 RR0089_MARKER: DB = BENCH MARK DISK
 RR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0089_STAMPING: P 383 1945
 RR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0089+STABILITY: SURFACE MOTION
 RR0089
 RR0089  HISTORY     - Date     Condition        Report By
 RR0089  HISTORY     - 1945     MONUMENTED       CGS
 RR0089  HISTORY     - 1949     GOOD             NGS
 RR0089  HISTORY     - 1957     GOOD             NGS
 RR0089
 RR0089                          STATION DESCRIPTION
 RR0089
 RR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 RR0089'28.1 MI SW FROM LINTON.
 RR0089'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 FROM THE RAILROAD STATION AT
 RR0089'LINTON, THENCE 7.1 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7
 RR0089'MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE WEST ALONG A
 RR0089'GRADED DIRT ROAD, THENCE 0.3 MILE SOUTH AND 0.5 MILE WEST ALONG A
 RR0089'GRADED DIRT ROAD, THENCE 0.8 MILE SOUTH AND 1.0 MILE WEST ALONG A
 RR0089'GRADED DIRT ROAD, THENCE 1.2 MILES SOUTH ALONG A GRADED DIRT ROAD,
 RR0089'THENCE 2.0 MILES WEST AND 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD,
 RR0089'THENCE 3.0 MILES WEST AND 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0089'THENCE 4.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.7 MILE WEST
 RR0089'ALONG A TRAIL ROAD, ABOUT 0.5 MILE EAST OF THE MISSOURI RIVER, 21 FEET
 RR0089'SOUTH OF THE CENTER LINE OF THE TRAIL ROAD, INSIDE OF A FENCE CORNER,
 RR0089'4.0 FEET SOUTH OF A FENCE AND 4.0 FEET WEST OF A FENCE, 2.5 FEET NORTH
 RR0089'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0089'0.1 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS 0.7 MILE WEST OF
 RR0089'BENCH MARK H 402.
 RR0089
 RR0089                          STATION RECOVERY (1957)
 RR0089
 RR0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 RR0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0819 ***********************************************************************
 SN0819  DESIGNATION -  P 384
 SN0819  PID         -  SN0819
 SN0819  STATE/COUNTY-  ND/OLIVER
 SN0819  USGS QUAD   -  FORT CLARK NE (1968)
 SN0819
 SN0819                         *CURRENT SURVEY CONTROL
 SN0819  ___________________________________________________________________
 SN0819* NAD 83(1986)-  47 14 03.     (N)    101 00 51.     (W)     SCALED    
 SN0819* NAVD 88     -       517.297  (meters)    1697.17   (feet)  ADJUSTED  
 SN0819  ___________________________________________________________________
 SN0819  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 SN0819  DYNAMIC HT  -         517.329 (meters)    1697.27  (feet)  COMP
 SN0819  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 SN0819
 SN0819  VERT ORDER  -  SECOND    CLASS 0
 SN0819
 SN0819.The horizontal coordinates were scaled from a topographic map and have
 SN0819.an estimated accuracy of +/- 6 seconds.
 SN0819
 SN0819.The orthometric height was determined by differential leveling
 SN0819.and adjusted by the National Geodetic Survey in June 1991..
 SN0819
 SN0819.The geoid height was determined by GEOID03.
 SN0819
 SN0819.The dynamic height is computed by dividing the NAVD 88
 SN0819.geopotential number by the normal gravity value computed on the
 SN0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0819.degrees latitude (g = 980.6199 gals.).
 SN0819
 SN0819.The modeled gravity was interpolated from observed gravity values.
 SN0819
 SN0819;                    North         East    Units  Estimated Accuracy
 SN0819;SPC ND S     -   174,370.      561,070.      MT  (+/- 180 meters Scaled)
 SN0819
 SN0819                          SUPERSEDED SURVEY CONTROL
 SN0819
 SN0819  NGVD 29 (??/??/92)  516.91   (m)         1695.9    (f) COMPUTED    2 0
 SN0819
 SN0819.Superseded values are not recommended for survey control.
 SN0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0819.See file dsdata.txt to determine how the superseded data were derived.
 SN0819
 SN0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT475331(NAD 83)
 SN0819_MARKER: DB = BENCH MARK DISK
 SN0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0819_STAMPING: P 384 1946
 SN0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0819+STABILITY: SURFACE MOTION
 SN0819
 SN0819  HISTORY     - Date     Condition        Report By
 SN0819  HISTORY     - 1946     MONUMENTED       CGS
 SN0819  HISTORY     - 1956     GOOD             NGS
 SN0819
 SN0819                          STATION DESCRIPTION
 SN0819
 SN0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0819'3.9 MI N FROM SANGER.
 SN0819'3.9 MILES NORTHERLY ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0819'STATION AT SANGER, 50 FEET NORTHEAST OF AND ABOUT 9 FEET LOWER THAN
 SN0819'THE CENTER LINE OF THE TRACK, 37.5 FEET NORTHEAST OF MILEPOST NO. 31,
 SN0819'2 FEET WEST OF A 4 X 4 MARKER POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 SN0819'FENCE.  A BRONZE DISC STAMPED P 384 1946 AND SET IN THE TOP OF A
 SN0819'CONCRETE POST.  PROJECTS 5 INCHES ABOVE THE GROUND.
 SN0819
 SN0819                          STATION RECOVERY (1956)
 SN0819
 SN0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0151 ***********************************************************************
 SN0151  DESIGNATION -  P 385
 SN0151  PID         -  SN0151
 SN0151  STATE/COUNTY-  ND/OLIVER
 SN0151  USGS QUAD   -  PRICE (1976)
 SN0151
 SN0151                         *CURRENT SURVEY CONTROL
 SN0151  ___________________________________________________________________
 SN0151* NAD 83(1986)-  47 00 30.     (N)    100 55 26.     (W)     SCALED    
 SN0151* NAVD 88     -       507.752  (meters)    1665.85   (feet)  ADJUSTED  
 SN0151  ___________________________________________________________________
 SN0151  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 SN0151  DYNAMIC HT  -         507.762 (meters)    1665.88  (feet)  COMP
 SN0151  MODELED GRAV-     980,618.2   (mgal)                       NAVD 88
 SN0151
 SN0151  VERT ORDER  -  SECOND    CLASS 0
 SN0151
 SN0151.The horizontal coordinates were scaled from a topographic map and have
 SN0151.an estimated accuracy of +/- 6 seconds.
 SN0151
 SN0151.The orthometric height was determined by differential leveling
 SN0151.and adjusted by the National Geodetic Survey in June 1991..
 SN0151
 SN0151.The geoid height was determined by GEOID03.
 SN0151
 SN0151.The dynamic height is computed by dividing the NAVD 88
 SN0151.geopotential number by the normal gravity value computed on the
 SN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0151.degrees latitude (g = 980.6199 gals.).
 SN0151
 SN0151.The modeled gravity was interpolated from observed gravity values.
 SN0151
 SN0151;                    North         East    Units  Estimated Accuracy
 SN0151;SPC ND S     -   149,220.      567,770.      MT  (+/- 180 meters Scaled)
 SN0151
 SN0151                          SUPERSEDED SURVEY CONTROL
 SN0151
 SN0151  NGVD 29 (??/??/92)  507.365  (m)         1664.58   (f) ADJ UNCH    2 0
 SN0151
 SN0151.Superseded values are not recommended for survey control.
 SN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0151.See file dsdata.txt to determine how the superseded data were derived.
 SN0151
 SN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT537078(NAD 83)
 SN0151_MARKER: DB = BENCH MARK DISK
 SN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0151_STAMPING: P 385 1946 1664.580
 SN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0151+STABILITY: SURFACE MOTION
 SN0151
 SN0151  HISTORY     - Date     Condition        Report By
 SN0151  HISTORY     - 1946     MONUMENTED       CGS
 SN0151  HISTORY     - 1956     GOOD             NGS
 SN0151
 SN0151                          STATION DESCRIPTION
 SN0151
 SN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN0151'6.1 MI S FROM PRICE.
 SN0151'ABOUT 6.1 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
 SN0151'GRAIN ELEVATOR AT PRICE, 87.0 FEET SOUTHWEST OF MILE POST 14, 23.0
 SN0151'FEET EAST OF AND ABOUT 2.0 FEET LOWER THAN THE CENTER LINE OF THE
 SN0151'TRACK, 34.5 FEET NORTH OF A TELEPHONE POLE AND 1.0 FOOT NORTH OF A 4 X
 SN0151'4 IN. MARKER POST.  A BRONZE DISK STAMPED P 385 1946 SET IN THE TOP OF
 SN0151'A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE GROUND.
 SN0151
 SN0151                          STATION RECOVERY (1956)
 SN0151
 SN0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 SN0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0888 ***********************************************************************
 SN0888  DESIGNATION -  P 386
 SN0888  PID         -  SN0888
 SN0888  STATE/COUNTY-  ND/MERCER
 SN0888  USGS QUAD   -  STANTON (1981)
 SN0888
 SN0888                         *CURRENT SURVEY CONTROL
 SN0888  ___________________________________________________________________
 SN0888* NAD 83(1986)-  47 17 36.     (N)    101 22 33.     (W)     SCALED    
 SN0888* NAVD 88     -       520.853  (meters)    1708.83   (feet)  ADJUSTED  
 SN0888  ___________________________________________________________________
 SN0888  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 SN0888  DYNAMIC HT  -         520.888 (meters)    1708.95  (feet)  COMP
 SN0888  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 SN0888
 SN0888  VERT ORDER  -  SECOND    CLASS 0
 SN0888
 SN0888.The horizontal coordinates were scaled from a topographic map and have
 SN0888.an estimated accuracy of +/- 6 seconds.
 SN0888
 SN0888.The orthometric height was determined by differential leveling
 SN0888.and adjusted by the National Geodetic Survey in June 1991..
 SN0888
 SN0888.The geoid height was determined by GEOID03.
 SN0888
 SN0888.The dynamic height is computed by dividing the NAVD 88
 SN0888.geopotential number by the normal gravity value computed on the
 SN0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0888.degrees latitude (g = 980.6199 gals.).
 SN0888
 SN0888.The modeled gravity was interpolated from observed gravity values.
 SN0888
 SN0888;                    North         East    Units  Estimated Accuracy
 SN0888;SPC ND S     -   181,190.      533,760.      MT  (+/- 180 meters Scaled)
 SN0888
 SN0888                          SUPERSEDED SURVEY CONTROL
 SN0888
 SN0888  NGVD 29 (??/??/92)  520.486  (m)         1707.63   (f) ADJ UNCH    2 0
 SN0888
 SN0888.Superseded values are not recommended for survey control.
 SN0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0888.See file dsdata.txt to determine how the superseded data were derived.
 SN0888
 SN0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT203404(NAD 83)
 SN0888_MARKER: DB = BENCH MARK DISK
 SN0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0888_STAMPING: P 386 1946 1707.746
 SN0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0888+STABILITY: SURFACE MOTION
 SN0888
 SN0888  HISTORY     - Date     Condition        Report By
 SN0888  HISTORY     - 1946     MONUMENTED       CGS
 SN0888  HISTORY     - 1958     GOOD             NGS
 SN0888
 SN0888                          STATION DESCRIPTION
 SN0888
 SN0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0888'2.0 MI S FROM STANTON.
 SN0888'2.0 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SN0888'AT STANTON, 14 POLES WEST OF MILEPOST 50, ABOUT 0.3 MILE EAST OF A
 SN0888'SIGN YARD LIMIT ONE MILE, 14 1/2 FEET NORTH OF THE NORTH RAIL, 1 FOOT
 SN0888'EAST OF A C. AND G. S. METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 SN0888'LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 SN0888'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1262 ***********************************************************************
 TG1262  DESIGNATION -  P 387
 TG1262  PID         -  TG1262
 TG1262  STATE/COUNTY-  ND/WILLIAMS
 TG1262  USGS QUAD   -  RAY (1978)
 TG1262
 TG1262                         *CURRENT SURVEY CONTROL
 TG1262  ___________________________________________________________________
 TG1262* NAD 83(1986)-  48 19 18.     (N)    103 09 09.     (W)     SCALED    
 TG1262* NAVD 88     -       697.704  (meters)    2289.05   (feet)  ADJUSTED  
 TG1262  ___________________________________________________________________
 TG1262  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 TG1262  DYNAMIC HT  -         697.803 (meters)    2289.38  (feet)  COMP
 TG1262  MODELED GRAV-     980,729.0   (mgal)                       NAVD 88
 TG1262
 TG1262  VERT ORDER  -  SECOND    CLASS 0
 TG1262
 TG1262.The horizontal coordinates were scaled from a topographic map and have
 TG1262.an estimated accuracy of +/- 6 seconds.
 TG1262
 TG1262.The orthometric height was determined by differential leveling
 TG1262.and adjusted by the National Geodetic Survey in June 1991..
 TG1262
 TG1262.The geoid height was determined by GEOID03.
 TG1262
 TG1262.The dynamic height is computed by dividing the NAVD 88
 TG1262.geopotential number by the normal gravity value computed on the
 TG1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1262.degrees latitude (g = 980.6199 gals.).
 TG1262
 TG1262.The modeled gravity was interpolated from observed gravity values.
 TG1262
 TG1262;                    North         East    Units  Estimated Accuracy
 TG1262;SPC ND N     -   150,330.      403,340.      MT  (+/- 180 meters Scaled)
 TG1262
 TG1262                          SUPERSEDED SURVEY CONTROL
 TG1262
 TG1262  NGVD 29 (??/??/92)  697.210  (m)         2287.43   (f) ADJ UNCH    2 0
 TG1262
 TG1262.Superseded values are not recommended for survey control.
 TG1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1262.See file dsdata.txt to determine how the superseded data were derived.
 TG1262
 TG1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP369537(NAD 83)
 TG1262_MARKER: DB = BENCH MARK DISK
 TG1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1262_STAMPING: P 387 1946
 TG1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1262+STABILITY: SURFACE MOTION
 TG1262
 TG1262  HISTORY     - Date     Condition        Report By
 TG1262  HISTORY     - 1946     MONUMENTED       CGS
 TG1262  HISTORY     - 1975     POOR             USGS
 TG1262
 TG1262                          STATION DESCRIPTION
 TG1262
 TG1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1262'2.0 MI SE FROM RAY.
 TG1262'TO REACH FROM THE GREAT NORTHERN RAILROAD STATION AT RAY GO EAST 0.1
 TG1262'MILE ALONG U.S. HIGHWAY NO. 2, THENCE SOUTHEASTERLY 1.9 MILES ALONG
 TG1262'THE RAY-HOFFLUND ROAD TO SITE OF MARK, BENCH MARK IS ABOUT 100 YARDS
 TG1262'SOUTHEAST OF A FARMHOUSE, 50.0 FEET WEST OF AND ABOUT LEVEL WITH THE
 TG1262'CENTER LINE OF THE ROAD, 18.0 FEET SOUTH OF THE CENTER LINE OF A FARM
 TG1262'DRIVE, 4.0 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND
 TG1262'1.0 FOOT NORTH OF A 4 X 4 IN. MARKER POST.  A BRONZE DISK STAMPED P
 TG1262'387 1946 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2
 TG1262'INCHES ABOVE GROUND.  NOTE-- MARK HAS FOUND COVERED WITH 3 INCHES OF
 TG1262'BLOW DIRT AND LEANING AT A 45 DEG ANGLE TO THE WEST.  MARK APPEARS
 TG1262'SOLID.
 TG1262
 TG1262                          STATION RECOVERY (1975)
 TG1262
 TG1262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 TG1262'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1200 ***********************************************************************
 TG1200  DESIGNATION -  P 388
 TG1200  PID         -  TG1200
 TG1200  STATE/COUNTY-  ND/WILLIAMS
 TG1200  USGS QUAD   -  RED MIKE HILL (1976)
 TG1200
 TG1200                         *CURRENT SURVEY CONTROL
 TG1200  ___________________________________________________________________
 TG1200* NAD 83(1986)-  48 09 51.     (N)    103 05 13.     (W)     SCALED    
 TG1200* NAVD 88     -       577.654  (meters)    1895.19   (feet)  ADJUSTED  
 TG1200  ___________________________________________________________________
 TG1200  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 TG1200  DYNAMIC HT  -         577.734 (meters)    1895.45  (feet)  COMP
 TG1200  MODELED GRAV-     980,730.7   (mgal)                       NAVD 88
 TG1200
 TG1200  VERT ORDER  -  SECOND    CLASS 0
 TG1200
 TG1200.The horizontal coordinates were scaled from a topographic map and have
 TG1200.an estimated accuracy of +/- 6 seconds.
 TG1200
 TG1200.The orthometric height was determined by differential leveling
 TG1200.and adjusted by the National Geodetic Survey in June 1991..
 TG1200
 TG1200.The geoid height was determined by GEOID03.
 TG1200
 TG1200.The dynamic height is computed by dividing the NAVD 88
 TG1200.geopotential number by the normal gravity value computed on the
 TG1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1200.degrees latitude (g = 980.6199 gals.).
 TG1200
 TG1200.The modeled gravity was interpolated from observed gravity values.
 TG1200
 TG1200;                    North         East    Units  Estimated Accuracy
 TG1200;SPC ND N     -   132,670.      407,610.      MT  (+/- 180 meters Scaled)
 TG1200
 TG1200                          SUPERSEDED SURVEY CONTROL
 TG1200
 TG1200  NGVD 29 (??/??/92)  577.167  (m)         1893.59   (f) ADJ UNCH    2 0
 TG1200
 TG1200.Superseded values are not recommended for survey control.
 TG1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1200.See file dsdata.txt to determine how the superseded data were derived.
 TG1200
 TG1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP422363(NAD 83)
 TG1200_MARKER: DB = BENCH MARK DISK
 TG1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1200_STAMPING: P 388 1946
 TG1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1200+STABILITY: SURFACE MOTION
 TG1200
 TG1200  HISTORY     - Date     Condition        Report By
 TG1200  HISTORY     - 1946     MONUMENTED       CGS
 TG1200
 TG1200                          STATION DESCRIPTION
 TG1200
 TG1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1200'27.3 MI E FROM WILLISTON.
 TG1200'TO REACH FROM THE POST OFFICE AT WILLISTON GO SOUTH ONE BLOCK ALONG
 TG1200'MAIN STREET, THENCE EASTERLY 27.3 MILES ALONG THE MAIN GRAVELED ROAD
 TG1200'TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF THE GRAVELED
 TG1200'ROAD AND A NORTH-SOUTH DIRT ROAD, 42.5 FEET SOUTH OF AND ABOUT LEVEL
 TG1200'WITH THE CENTER LINE OF THE GRAVELED ROAD, 36.0 FEET EAST OF THE
 TG1200'CENTER LINE OF THE DIRT ROAD, 31.0 FEET SOUTHEAST OF THE EAST END OF A
 TG1200'CORRUGATED IRON CULVERT AND 1.0 FOOT WEST OF A 4 X 4 IN. MARKER POST.
 TG1200'A BRONZE DISK STAMPED P 388 1946 SET IN THE TOP OF A CONCRETE POST
 TG1200'WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0290 ***********************************************************************
 RQ0290  DESIGNATION -  P 39
 RQ0290  PID         -  RQ0290
 RQ0290  STATE/COUNTY-  ND/STUTSMAN
 RQ0290  USGS QUAD   -  STREETER (1983)
 RQ0290
 RQ0290                         *CURRENT SURVEY CONTROL
 RQ0290  ___________________________________________________________________
 RQ0290* NAD 83(1986)-  46 39 33.     (N)    099 19 56.     (W)     SCALED    
 RQ0290* NAVD 88     -       596.362  (meters)    1956.56   (feet)  ADJUSTED  
 RQ0290  ___________________________________________________________________
 RQ0290  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 RQ0290  DYNAMIC HT  -         596.363 (meters)    1956.57  (feet)  COMP
 RQ0290  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 RQ0290
 RQ0290  VERT ORDER  -  SECOND    CLASS 0
 RQ0290
 RQ0290.The horizontal coordinates were scaled from a topographic map and have
 RQ0290.an estimated accuracy of +/- 6 seconds.
 RQ0290
 RQ0290.The orthometric height was determined by differential leveling
 RQ0290.and adjusted by the National Geodetic Survey in June 1991..
 RQ0290
 RQ0290.The geoid height was determined by GEOID03.
 RQ0290
 RQ0290.The dynamic height is computed by dividing the NAVD 88
 RQ0290.geopotential number by the normal gravity value computed on the
 RQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0290.degrees latitude (g = 980.6199 gals.).
 RQ0290
 RQ0290.The modeled gravity was interpolated from observed gravity values.
 RQ0290
 RQ0290;                    North         East    Units  Estimated Accuracy
 RQ0290;SPC ND S     -   110,990.      689,370.      MT  (+/- 180 meters Scaled)
 RQ0290
 RQ0290                          SUPERSEDED SURVEY CONTROL
 RQ0290
 RQ0290  NGVD 29 (??/??/92)  595.933  (m)         1955.16   (f) ADJ UNCH    2 0
 RQ0290
 RQ0290.Superseded values are not recommended for survey control.
 RQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0290.See file dsdata.txt to determine how the superseded data were derived.
 RQ0290
 RQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS745673(NAD 83)
 RQ0290_MARKER: DB = BENCH MARK DISK
 RQ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0290_STAMPING: P 39 1934
 RQ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0290+STABILITY: SURFACE MOTION
 RQ0290
 RQ0290  HISTORY     - Date     Condition        Report By
 RQ0290  HISTORY     - 1934     MONUMENTED       CGS
 RQ0290  HISTORY     - 1960     GOOD             NGS
 RQ0290
 RQ0290                          STATION DESCRIPTION
 RQ0290
 RQ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RQ0290'1.3 MI E FROM STREETER.
 RQ0290'1.3 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RQ0290'STREETER, STUTSMAN COUNTY, ABOUT 2 POLES EAST OF MILEPOST 145, AT THE
 RQ0290'WEST END OF AN OPEN CUT, AT A PRIVATE-ROAD CROSSING, 30 FEET EAST OF
 RQ0290'THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 18 FEET NORTH
 RQ0290'OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED P
 RQ0290'39 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE PRIVATE
 RQ0290'ROAD CROSSING HAS BEEN REMOVED AND MARK IS 16 FEET NORTH OF A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0861 ***********************************************************************
 TG0861  DESIGNATION -  P 390
 TG0861  PID         -  TG0861
 TG0861  STATE/COUNTY-  ND/MOUNTRAIL
 TG0861  USGS QUAD   -  TIOGA SE (1979)
 TG0861
 TG0861                         *CURRENT SURVEY CONTROL
 TG0861  ___________________________________________________________________
 TG0861* NAD 83(1986)-  48 17 54.     (N)    102 48 26.     (W)     SCALED    
 TG0861* NAVD 88     -       713.220  (meters)    2339.96   (feet)  ADJUSTED  
 TG0861  ___________________________________________________________________
 TG0861  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG0861  DYNAMIC HT  -         713.330 (meters)    2340.32  (feet)  COMP
 TG0861  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 TG0861
 TG0861  VERT ORDER  -  SECOND    CLASS 0
 TG0861
 TG0861.The horizontal coordinates were scaled from a topographic map and have
 TG0861.an estimated accuracy of +/- 6 seconds.
 TG0861
 TG0861.The orthometric height was determined by differential leveling
 TG0861.and adjusted by the National Geodetic Survey in June 1991..
 TG0861
 TG0861.The geoid height was determined by GEOID03.
 TG0861
 TG0861.The dynamic height is computed by dividing the NAVD 88
 TG0861.geopotential number by the normal gravity value computed on the
 TG0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0861.degrees latitude (g = 980.6199 gals.).
 TG0861
 TG0861.The modeled gravity was interpolated from observed gravity values.
 TG0861
 TG0861;                    North         East    Units  Estimated Accuracy
 TG0861;SPC ND N     -   146,920.      428,850.      MT  (+/- 180 meters Scaled)
 TG0861
 TG0861                          SUPERSEDED SURVEY CONTROL
 TG0861
 TG0861  NGVD 29 (??/??/92)  712.749  (m)         2338.41   (f) ADJ UNCH    2 0
 TG0861
 TG0861.Superseded values are not recommended for survey control.
 TG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0861.See file dsdata.txt to determine how the superseded data were derived.
 TG0861
 TG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP626517(NAD 83)
 TG0861_MARKER: DB = BENCH MARK DISK
 TG0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0861_STAMPING: P 390 1946
 TG0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0861+STABILITY: SURFACE MOTION
 TG0861
 TG0861  HISTORY     - Date     Condition        Report By
 TG0861  HISTORY     - 1946     MONUMENTED       CGS
 TG0861  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0861
 TG0861                          STATION DESCRIPTION
 TG0861
 TG0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG0861'6.6 MI S FROM WHITE EARTH.
 TG0861'TO REACH FROM THE POST OFFICE AT WHITE EARTH GO SOUTHWESTERLY 3.5
 TG0861'MILES ALONG A GRAVELED ROAD, THENCE SOUTH 3.1 MILES ALONG A GRADED
 TG0861'DIRT ROAD TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO
 TG0861'DIRT ROADS, 94.0 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 TG0861'60.6 FEET SOUTH OF A FENCE CORNER, 33.0 FEET WEST OF AND ABOUT 1.0
 TG0861'FOOT HIGHER THAN THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.5 FEET
 TG0861'EAST OF A FENCE AND 1.5 FEET NORTH OF A 4 X 4 IN. MARKER POST, A
 TG0861'BRONZE DISK STAMPED P 390 1946 SET IN THE TOP OF A CONCRETE POST WHICH
 TG0861'PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 TG0861
 TG0861                          STATION RECOVERY (1981)
 TG0861
 TG0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1118 ***********************************************************************
 SN1118  DESIGNATION -  P 394
 SN1118  PID         -  SN1118
 SN1118  STATE/COUNTY-  ND/MCLEAN
 SN1118  USGS QUAD   -  BLACKWATER LAKE (1956)
 SN1118
 SN1118                         *CURRENT SURVEY CONTROL
 SN1118  ___________________________________________________________________
 SN1118* NAD 83(1986)-  47 38 48.     (N)    101 49 21.     (W)     SCALED    
 SN1118* NAVD 88     -       604.121  (meters)    1982.02   (feet)  ADJUSTED  
 SN1118  ___________________________________________________________________
 SN1118  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 SN1118  DYNAMIC HT  -         604.181 (meters)    1982.22  (feet)  COMP
 SN1118  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SN1118
 SN1118  VERT ORDER  -  SECOND    CLASS 0
 SN1118
 SN1118.The horizontal coordinates were scaled from a topographic map and have
 SN1118.an estimated accuracy of +/- 6 seconds.
 SN1118
 SN1118.The orthometric height was determined by differential leveling
 SN1118.and adjusted by the National Geodetic Survey in June 1991..
 SN1118
 SN1118.The geoid height was determined by GEOID03.
 SN1118
 SN1118.The dynamic height is computed by dividing the NAVD 88
 SN1118.geopotential number by the normal gravity value computed on the
 SN1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1118.degrees latitude (g = 980.6199 gals.).
 SN1118
 SN1118.The modeled gravity was interpolated from observed gravity values.
 SN1118
 SN1118;                    North         East    Units  Estimated Accuracy
 SN1118;SPC ND N     -    72,750.      500,640.      MT  (+/- 180 meters Scaled)
 SN1118
 SN1118                          SUPERSEDED SURVEY CONTROL
 SN1118
 SN1118  NGVD 29 (??/??/92)  603.71   (m)         1980.7    (f) COMPUTED    2 0
 SN1118
 SN1118.Superseded values are not recommended for survey control.
 SN1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1118.See file dsdata.txt to determine how the superseded data were derived.
 SN1118
 SN1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT880808(NAD 83)
 SN1118_MARKER: DB = BENCH MARK DISK
 SN1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1118_STAMPING: P 394 1946
 SN1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1118+STABILITY: SURFACE MOTION
 SN1118
 SN1118  HISTORY     - Date     Condition        Report By
 SN1118  HISTORY     - 1946     MONUMENTED       CGS
 SN1118  HISTORY     - 1958     GOOD             NGS
 SN1118
 SN1118                          STATION DESCRIPTION
 SN1118
 SN1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SN1118'20.1 MI W FROM GARRISON.
 SN1118'TO REACH FROM THE POST OFFICE AT GARRISON GO WEST 13.1 MILES ALONG
 SN1118'STATE HIGHWAY NO.37, THENCE WEST 7.0 MILES ALONG A GRAVELED ROAD TO
 SN1118'SITE OF MARK, BENCH MARK IS AT A ROAD INTERSECTION, 52.0 FEET WEST OF
 SN1118'THE CENTER LINE OF A NORTHSOUTH DIRT ROAD, 42.0 FEET NORTH OF AND
 SN1118'ABOUT LEVEL WITH THE CENTER LINE OF THE GRAVELED ROAD, 11.6 FEET WEST
 SN1118'OF A FENCE CORNER 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT EAST OF A 4 X
 SN1118'4 IN. MARKER POST.  A BRONZE DISK STAMPED P 394 1946 SET IN THE TOP OF
 SN1118'A CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 SN1118
 SN1118                          STATION RECOVERY (1958)
 SN1118
 SN1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 SN1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0684 ***********************************************************************
 SO0684  DESIGNATION -  P 396
 SO0684  PID         -  SO0684
 SO0684  STATE/COUNTY-  ND/MCKENZIE
 SO0684  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0684
 SO0684                         *CURRENT SURVEY CONTROL
 SO0684  ___________________________________________________________________
 SO0684* NAD 83(1986)-  47 56 21.     (N)    103 11 53.     (W)     SCALED    
 SO0684* NAVD 88     -       606.506  (meters)    1989.85   (feet)  ADJUSTED  
 SO0684  ___________________________________________________________________
 SO0684  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SO0684  DYNAMIC HT  -         606.572 (meters)    1990.06  (feet)  COMP
 SO0684  MODELED GRAV-     980,700.1   (mgal)                       NAVD 88
 SO0684
 SO0684  VERT ORDER  -  SECOND    CLASS 0
 SO0684
 SO0684.The horizontal coordinates were scaled from a topographic map and have
 SO0684.an estimated accuracy of +/- 6 seconds.
 SO0684
 SO0684.The orthometric height was determined by differential leveling
 SO0684.and adjusted by the National Geodetic Survey in June 1991..
 SO0684
 SO0684.The geoid height was determined by GEOID03.
 SO0684
 SO0684.The dynamic height is computed by dividing the NAVD 88
 SO0684.geopotential number by the normal gravity value computed on the
 SO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0684.degrees latitude (g = 980.6199 gals.).
 SO0684
 SO0684.The modeled gravity was interpolated from observed gravity values.
 SO0684
 SO0684;                    North         East    Units  Estimated Accuracy
 SO0684;SPC ND N     -   107,950.      398,470.      MT  (+/- 180 meters Scaled)
 SO0684
 SO0684                          SUPERSEDED SURVEY CONTROL
 SO0684
 SO0684  NGVD 29 (??/??/92)  605.997  (m)         1988.18   (f) ADJ UNCH    2 0
 SO0684
 SO0684.Superseded values are not recommended for survey control.
 SO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0684.See file dsdata.txt to determine how the superseded data were derived.
 SO0684
 SO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP345111(NAD 83)
 SO0684_MARKER: DB = BENCH MARK DISK
 SO0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0684_STAMPING: P 396 1946
 SO0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0684+STABILITY: SURFACE MOTION
 SO0684
 SO0684  HISTORY     - Date     Condition        Report By
 SO0684  HISTORY     - 1946     MONUMENTED       CGS
 SO0684
 SO0684                          STATION DESCRIPTION
 SO0684
 SO0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0684'13.4 MI NE FROM WATFORD CITY.
 SO0684'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0684'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 10.0 MILES NORTH
 SO0684'ALONG A GRAVELED COUNTY ROAD TO THE MARK, ABOUT 0.1 MILE WEST OF A
 SO0684'BUNCH OF FARM BUILDINGS, 40 FEET WEST OF THE CENTER LINE OF THE
 SO0684'GRAVELED ROAD, 30 FEET SOUTH OF A CORNER FENCE POST, 22 FEET SOUTH OF
 SO0684'THE CENTER LINE OF A FARM TRAIL, 3 FEET NORTH OF A 4 X 4 IN. MARKER
 SO0684'POST, 2 FEET EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0709 ***********************************************************************
 SO0709  DESIGNATION -  P 396 RESET
 SO0709  PID         -  SO0709
 SO0709  STATE/COUNTY-  ND/MCKENZIE
 SO0709  USGS QUAD   -  TIMBER PRONG CREEK (1978)
 SO0709
 SO0709                         *CURRENT SURVEY CONTROL
 SO0709  ___________________________________________________________________
 SO0709* NAD 83(1986)-  47 56 21.     (N)    103 11 53.     (W)     SCALED    
 SO0709* NAVD 88     -       606.03   (+/-2cm)    1988.3    (feet)  VERTCON   
 SO0709  ___________________________________________________________________
 SO0709  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 SO0709
 SO0709  VERT ORDER  -  THIRD (See Below)
 SO0709
 SO0709.The horizontal coordinates were scaled from a topographic map and have
 SO0709.an estimated accuracy of +/- 6 seconds.
 SO0709
 SO0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0709.The vertical order pertains to the NGVD 29 superseded value.
 SO0709
 SO0709.The geoid height was determined by GEOID03.
 SO0709
 SO0709;                    North         East    Units  Estimated Accuracy
 SO0709;SPC ND N     -   107,950.      398,470.      MT  (+/- 180 meters Scaled)
 SO0709
 SO0709                          SUPERSEDED SURVEY CONTROL
 SO0709
 SO0709  NGVD 29 (11/04/04)  605.52   (m)         1986.6    (f) RESET       3  
 SO0709
 SO0709.Superseded values are not recommended for survey control.
 SO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0709.See file dsdata.txt to determine how the superseded data were derived.
 SO0709
 SO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP345111(NAD 83)
 SO0709_MARKER: DB = BENCH MARK DISK
 SO0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0709_STAMPING: P 396 RESET 1979
 SO0709_PROJECTION: FLUSH
 SO0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0709+STABILITY: SURFACE MOTION
 SO0709
 SO0709  HISTORY     - Date     Condition        Report By
 SO0709  HISTORY     - 1979     MONUMENTED       NGS
 SO0709
 SO0709                          STATION DESCRIPTION
 SO0709
 SO0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SO0709'13.4 MI NE FROM WATFORD CITY.
 SO0709'0.2 MILE FROM POST OFFICE IN WATFORD CITY, 2.9 MILES EAST ALONG
 SO0709'STATE HIGHWAY 23, 9.55 MILE NORTH ALONG COUNTY ROAD, 76 FEET WEST
 SO0709'OF CENTER OF ROAD, 28 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 SO0709'UNDERGROUND CABLE JUNCTION BOX, AND 23 FEET SOUTH OF CENTER OF FIELD
 SO0709'ENTRANCE.
 SO0709'THE MARK IS 1.2 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1284 ***********************************************************************
 TG1284  DESIGNATION -  P 397
 TG1284  PID         -  TG1284
 TG1284  STATE/COUNTY-  ND/MCKENZIE
 TG1284  USGS QUAD   -  TOBACCO GARDEN BAY (1978)
 TG1284
 TG1284                         *CURRENT SURVEY CONTROL
 TG1284  ___________________________________________________________________
 TG1284* NAD 83(1986)-  48 00 26.     (N)    103 04 52.     (W)     SCALED    
 TG1284* NAVD 88     -       699.399  (meters)    2294.61   (feet)  ADJUSTED  
 TG1284  ___________________________________________________________________
 TG1284  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 TG1284  DYNAMIC HT  -         699.484 (meters)    2294.89  (feet)  COMP
 TG1284  MODELED GRAV-     980,709.6   (mgal)                       NAVD 88
 TG1284
 TG1284  VERT ORDER  -  SECOND    CLASS 0
 TG1284
 TG1284.The horizontal coordinates were scaled from a topographic map and have
 TG1284.an estimated accuracy of +/- 6 seconds.
 TG1284
 TG1284.The orthometric height was determined by differential leveling
 TG1284.and adjusted by the National Geodetic Survey in June 1991..
 TG1284
 TG1284.The geoid height was determined by GEOID03.
 TG1284
 TG1284.The dynamic height is computed by dividing the NAVD 88
 TG1284.geopotential number by the normal gravity value computed on the
 TG1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1284.degrees latitude (g = 980.6199 gals.).
 TG1284
 TG1284.The modeled gravity was interpolated from observed gravity values.
 TG1284
 TG1284;                    North         East    Units  Estimated Accuracy
 TG1284;SPC ND N     -   115,210.      407,460.      MT  (+/- 180 meters Scaled)
 TG1284
 TG1284                          SUPERSEDED SURVEY CONTROL
 TG1284
 TG1284  NGVD 29 (??/??/92)  698.907  (m)         2293.00   (f) ADJ UNCH    2 0
 TG1284
 TG1284.Superseded values are not recommended for survey control.
 TG1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1284.See file dsdata.txt to determine how the superseded data were derived.
 TG1284
 TG1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP431188(NAD 83)
 TG1284_MARKER: DB = BENCH MARK DISK
 TG1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1284_STAMPING: P 397 1946
 TG1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1284+STABILITY: SURFACE MOTION
 TG1284
 TG1284  HISTORY     - Date     Condition        Report By
 TG1284  HISTORY     - 1946     MONUMENTED       CGS
 TG1284
 TG1284                          STATION DESCRIPTION
 TG1284
 TG1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 TG1284'13.4 MI NW FROM KEENE.
 TG1284'ABOUT 3.5 MILES NORTH ALONG NORTH DAKOTA STATE HIGHWAY NO. 23 FROM THE
 TG1284'POST OFFICE AT KEENE, THENCE 2.0 MILES NORTH ALONG A GRAVELED COUNTY
 TG1284'ROAD, THENCE 5.1 MILES WEST ALONG A GRAVELED COUNTY ROAD, THENCE 0.7
 TG1284'MILE NORTH ALONG A GRAVELED COUNTY ROAD, THENCE 2.1 MILES WEST ALONG A
 TG1284'DIM DIRT ROAD, ABOUT 0.4 MILE SOUTHWEST OF A GAP IN AN EAST-WEST
 TG1284'FENCE, ON THE CREST OF A HIGH HILL, 30 FEET WEST OF A PILE OF LARGE
 TG1284'ROCKS, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0490 ***********************************************************************
 SO0490  DESIGNATION -  P 398
 SO0490  PID         -  SO0490
 SO0490  STATE/COUNTY-  ND/MCKENZIE
 SO0490  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0490
 SO0490                         *CURRENT SURVEY CONTROL
 SO0490  ___________________________________________________________________
 SO0490* NAD 83(1986)-  47 40 27.     (N)    102 45 16.     (W)     SCALED    
 SO0490* NAVD 88     -       753.503  (meters)    2472.12   (feet)  ADJUSTED  
 SO0490  ___________________________________________________________________
 SO0490  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SO0490  DYNAMIC HT  -         753.571 (meters)    2472.34  (feet)  COMP
 SO0490  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 SO0490
 SO0490  VERT ORDER  -  SECOND    CLASS 0
 SO0490
 SO0490.The horizontal coordinates were scaled from a topographic map and have
 SO0490.an estimated accuracy of +/- 6 seconds.
 SO0490
 SO0490.The orthometric height was determined by differential leveling
 SO0490.and adjusted by the National Geodetic Survey in June 1991..
 SO0490
 SO0490.The geoid height was determined by GEOID03.
 SO0490
 SO0490.The dynamic height is computed by dividing the NAVD 88
 SO0490.geopotential number by the normal gravity value computed on the
 SO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0490.degrees latitude (g = 980.6199 gals.).
 SO0490
 SO0490.The modeled gravity was interpolated from observed gravity values.
 SO0490
 SO0490;                    North         East    Units  Estimated Accuracy
 SO0490;SPC ND N     -    77,430.      430,740.      MT  (+/- 180 meters Scaled)
 SO0490
 SO0490                          SUPERSEDED SURVEY CONTROL
 SO0490
 SO0490  NGVD 29 (??/??/92)  753.016  (m)         2470.52   (f) ADJ UNCH    2 0
 SO0490
 SO0490.Superseded values are not recommended for survey control.
 SO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0490.See file dsdata.txt to determine how the superseded data were derived.
 SO0490
 SO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN685825(NAD 83)
 SO0490_MARKER: DB = BENCH MARK DISK
 SO0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0490_SP_SET: CONCRETE POST
 SO0490_STAMPING: P 398 1946
 SO0490_MARK LOGO: CGS   
 SO0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 SO0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0490+STABILITY: SURFACE MOTION
 SO0490
 SO0490  HISTORY     - Date     Condition        Report By
 SO0490  HISTORY     - 1946     MONUMENTED       CGS
 SO0490  HISTORY     - 19900702 MARK NOT FOUND   LOCENG
 SO0490
 SO0490                          STATION DESCRIPTION
 SO0490
 SO0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0490'32.7 MI SE FROM WATFORD CITY.
 SO0490'ABOUT 16.5 MILES EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0490'NORTHERN RAILROAD STATION AT WATFORD CITY, THENCE 13.3 MILES SOUTHEAST
 SO0490'ALONG STATE HIGHWAY NO. 22 TO A T-ROAD INTERSECTION, THENCE 2.9 MILES
 SO0490'EAST ON A GRADED DIRT ROAD TO THE MARK, ABOUT 0.2 MILE NORTH OF SOME
 SO0490'WOODED HILLS, 150 FEET SOUTHWEST OF POINT WHERE WATER OVERFLOWS THE
 SO0490'ROAD, 45 FEET NORTHWEST OF THE CENTER OF A DITCH, 29 FEET SOUTH OF THE
 SO0490'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A 4 X 4 IN. MARKER POST.
 SO0490'NOTE-- 12.4 MI SE OF CROFF.
 SO0490
 SO0490                          STATION RECOVERY (1990)
 SO0490
 SO0490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 SO0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0862 ***********************************************************************
 SO0862  DESIGNATION -  P 398 RESET
 SO0862  PID         -  SO0862
 SO0862  STATE/COUNTY-  ND/MCKENZIE
 SO0862  USGS QUAD   -  FIGURE 4 RANCH (1970)
 SO0862
 SO0862                         *CURRENT SURVEY CONTROL
 SO0862  ___________________________________________________________________
 SO0862* NAD 83(1986)-  47 40 27.     (N)    102 45 16.     (W)     SCALED    
 SO0862* NAVD 88     -       756.83   (meters)    2483.0    (feet)  RESET     
 SO0862  ___________________________________________________________________
 SO0862  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 SO0862
 SO0862  VERT ORDER  -  THIRD
 SO0862
 SO0862.The horizontal coordinates were scaled from a topographic map and have
 SO0862.an estimated accuracy of +/- 6 seconds.
 SO0862
 SO0862.The orthometric height was computed from unverified reset data.
 SO0862.No vertical observational check was made to the station.
 SO0862
 SO0862.The geoid height was determined by GEOID03.
 SO0862
 SO0862;                    North         East    Units  Estimated Accuracy
 SO0862;SPC ND N     -    77,430.      430,740.      MT  (+/- 180 meters Scaled)
 SO0862
 SO0862                          SUPERSEDED SURVEY CONTROL
 SO0862
 SO0862  NGVD 29 (11/04/04)  756.35   (m)         2481.5    (f) RESET       3  
 SO0862
 SO0862.Superseded values are not recommended for survey control.
 SO0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0862.See file dsdata.txt to determine how the superseded data were derived.
 SO0862
 SO0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN685825(NAD 83)
 SO0862_MARKER: DV = VERTICAL CONTROL DISK
 SO0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0862_SP_SET: CONCRETE POST
 SO0862_STAMPING: P 398 RESET 1990
 SO0862_MARK LOGO: NGS   
 SO0862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SO0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0862+STABILITY: SURFACE MOTION
 SO0862
 SO0862  HISTORY     - Date     Condition        Report By
 SO0862  HISTORY     - 1990     MONUMENTED       LOCENG
 SO0862
 SO0862                          STATION DESCRIPTION
 SO0862
 SO0862'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 SO0862'16.5 MILES (26.6 KM) EAST ALONG STATE HIGHWAY NO. 23 FROM THE GREAT
 SO0862'NORTHERN RAILROAD STATION IN WATFORD CITY, THENCE 13.3 MILES
 SO0862'(21.4 KM) SOUTHEAST ALONG STATE HIGHWAY NO. 22 TO A T-ROAD
 SO0862'INTERSECTION, THENCE 2.9 MILES (4.7 KM) EAST ON A GRADED DIRT ROAD TO
 SO0862'THE MARK, ABOUT 0.2 MILE (0.3 KM) NORTH OF SOME WOODED HILLS, 1.25
 SO0862'MILES (2.01 KM) WEST AND 75 FEET (22.9 M) SOUTH OF INTERSECTION OF ND
 SO0862'HIGHWAY 22 AND BIA ROUTE 30, SET IN TOP OF A CONCRETE POST FLUSH WITH
 SO0862'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0485 ***********************************************************************
 SO0485  DESIGNATION -  P 399
 SO0485  PID         -  SO0485
 SO0485  STATE/COUNTY-  ND/DUNN
 SO0485  USGS QUAD   -  SANISH SE (1967)
 SO0485
 SO0485                         *CURRENT SURVEY CONTROL
 SO0485  ___________________________________________________________________
 SO0485* NAD 83(1986)-  47 46 14.     (N)    102 37 12.     (W)     SCALED    
 SO0485* NAVD 88     -       582.010  (meters)    1909.48   (feet)  ADJUSTED  
 SO0485  ___________________________________________________________________
 SO0485  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 SO0485  DYNAMIC HT  -         582.066 (meters)    1909.66  (feet)  COMP
 SO0485  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 SO0485
 SO0485  VERT ORDER  -  SECOND    CLASS 0
 SO0485
 SO0485.The horizontal coordinates were scaled from a topographic map and have
 SO0485.an estimated accuracy of +/- 6 seconds.
 SO0485
 SO0485.The orthometric height was determined by differential leveling
 SO0485.and adjusted by the National Geodetic Survey in June 1991..
 SO0485
 SO0485.The geoid height was determined by GEOID03.
 SO0485
 SO0485.The dynamic height is computed by dividing the NAVD 88
 SO0485.geopotential number by the normal gravity value computed on the
 SO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0485.degrees latitude (g = 980.6199 gals.).
 SO0485
 SO0485.The modeled gravity was interpolated from observed gravity values.
 SO0485
 SO0485;                    North         East    Units  Estimated Accuracy
 SO0485;SPC ND S     -   236,020.      441,100.      MT  (+/- 180 meters Scaled)
 SO0485
 SO0485                          SUPERSEDED SURVEY CONTROL
 SO0485
 SO0485  NGVD 29 (??/??/92)  581.532  (m)         1907.91   (f) ADJ UNCH    2 0
 SO0485
 SO0485.Superseded values are not recommended for survey control.
 SO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0485.See file dsdata.txt to determine how the superseded data were derived.
 SO0485
 SO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN783935(NAD 83)
 SO0485_MARKER: DB = BENCH MARK DISK
 SO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0485_STAMPING: P 399 1946
 SO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0485+STABILITY: SURFACE MOTION
 SO0485
 SO0485  HISTORY     - Date     Condition        Report By
 SO0485  HISTORY     - 1946     MONUMENTED       CGS
 SO0485
 SO0485                          STATION DESCRIPTION
 SO0485
 SO0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 SO0485'20.8 MI S FROM SANISH.
 SO0485'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY NO. 23 FROM THE WEST END OF
 SO0485'THE MISSOURI RIVER BRIDGE AT SANISH, THENCE 19.0 MILES SOUTH ALONG A
 SO0485'GRAVELED ROAD THAT GRADUALLY DIMINISHES TO A DIRT TRACK ROAD AT ABOUT
 SO0485'9.0 MILES SOUTH OF STATE HIGHWAY NO. 23, ABOUT 0.4 MILE SOUTHEAST OF
 SO0485'BOGGY CREEK BRIDGE, ABOUT 60 FEET WEST OF A DIVIDE ALONG THE TRACK
 SO0485'ROAD, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 3 FEET
 SO0485'SOUTH OF A 4 X 4 IN. MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1129 ***********************************************************************
 TF1129  DESIGNATION -  P 4
 TF1129  PID         -  TF1129
 TF1129  STATE/COUNTY-  ND/WARD
 TF1129  USGS QUAD   -  DES LACS (1980)
 TF1129
 TF1129                         *CURRENT SURVEY CONTROL
 TF1129  ___________________________________________________________________
 TF1129* NAD 83(1986)-  48 15 31.     (N)    101 33 47.     (W)     SCALED    
 TF1129* NAVD 88     -       589.014  (meters)    1932.46   (feet)  POSTED    
 TF1129  ___________________________________________________________________
 TF1129  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 TF1129  DYNAMIC HT  -         589.110 (meters)    1932.77  (feet)  COMP
 TF1129  MODELED GRAV-     980,755.3   (mgal)                       NAVD 88
 TF1129
 TF1129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TF1129
 TF1129.The horizontal coordinates were scaled from a topographic map and have
 TF1129.an estimated accuracy of +/- 6 seconds.
 TF1129
 TF1129.The orthometric height was determined by differential leveling
 TF1129.and adjusted by the National Geodetic Survey in 1992..
 TF1129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TF1129.rate of 1.1 thru 2.0 mm/km.
 TF1129
 TF1129.The geoid height was determined by GEOID03.
 TF1129
 TF1129.The dynamic height is computed by dividing the NAVD 88
 TF1129.geopotential number by the normal gravity value computed on the
 TF1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1129.degrees latitude (g = 980.6199 gals.).
 TF1129
 TF1129.The modeled gravity was interpolated from observed gravity values.
 TF1129
 TF1129;                    North         East    Units  Estimated Accuracy
 TF1129;SPC ND N     -   140,480.      521,070.      MT  (+/- 180 meters Scaled)
 TF1129
 TF1129                          SUPERSEDED SURVEY CONTROL
 TF1129
 TF1129.No superseded survey control is available for this station.
 TF1129
 TF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU097482(NAD 83)
 TF1129_MARKER: DB = BENCH MARK DISK
 TF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF1129_STAMPING: ELEV 1931.210 FT P 4
 TF1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF1129+STABILITY: SURFACE MOTION
 TF1129
 TF1129  HISTORY     - Date     Condition        Report By
 TF1129  HISTORY     - UNK      MONUMENTED       CGS
 TF1129  HISTORY     - 1962     MARK NOT FOUND   NGS
 TF1129
 TF1129                          STATION DESCRIPTION
 TF1129
 TF1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TF1129'IN DES LACS.
 TF1129'AT DES LACS, WARD COUNTY, ON THE GREAT NORTHERN RAILWAY, 123 FEET
 TF1129'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, WEST OF THE N. J.
 TF1129'OLSEN AND SONS ELEVATOR, 58.5 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 TF1129'TRACK, 5 FEET EAST OF THE FACE OF THE BUILDINGS ON THE EAST SIDE OF
 TF1129'THE MAIN STREET, AND ABOUT 1/2 INCH UNDER GROUND.  A STANDARD DISK,
 TF1129'STAMPED ELEV 1931.210 FT P 4 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0406 ***********************************************************************
 RQ0406  DESIGNATION -  P 40 RESET
 RQ0406  PID         -  RQ0406
 RQ0406  STATE/COUNTY-  ND/LOGAN
 RQ0406  USGS QUAD   -  ALKALINE LAKE SW (1983)
 RQ0406
 RQ0406                         *CURRENT SURVEY CONTROL
 RQ0406  ___________________________________________________________________
 RQ0406* NAD 83(1986)-  46 30 54.     (N)    099 38 53.     (W)     SCALED    
 RQ0406* NAVD 88     -       615.59   (+/-2cm)    2019.6    (feet)  VERTCON   
 RQ0406  ___________________________________________________________________
 RQ0406  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 RQ0406
 RQ0406  VERT ORDER  -  THIRD (See Below)
 RQ0406
 RQ0406.The horizontal coordinates were scaled from a topographic map and have
 RQ0406.an estimated accuracy of +/- 6 seconds.
 RQ0406
 RQ0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 RQ0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RQ0406.The vertical order pertains to the NGVD 29 superseded value.
 RQ0406
 RQ0406.The geoid height was determined by GEOID03.
 RQ0406
 RQ0406;                    North         East    Units  Estimated Accuracy
 RQ0406;SPC ND S     -    94,650.      665,380.      MT  (+/- 180 meters Scaled)
 RQ0406
 RQ0406                          SUPERSEDED SURVEY CONTROL
 RQ0406
 RQ0406  NGVD 29 (11/04/04)  615.15   (m)         2018.2    (f) RESET       3  
 RQ0406
 RQ0406.Superseded values are not recommended for survey control.
 RQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0406.See file dsdata.txt to determine how the superseded data were derived.
 RQ0406
 RQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS502514(NAD 83)
 RQ0406_MARKER: DB = BENCH MARK DISK
 RQ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0406_STAMPING: P 40 RESET 1957
 RQ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0406+STABILITY: SURFACE MOTION
 RQ0406
 RQ0406  HISTORY     - Date     Condition        Report By
 RQ0406  HISTORY     - 1957     MONUMENTED       CGS
 RQ0406
 RQ0406                          STATION DESCRIPTION
 RQ0406
 RQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 RQ0406'6.6 MI E FROM NAPOLEON.
 RQ0406'6.6 MILES EAST ALONG STATE HIGHWAY 34 FROM THE COUNTY COURTHOUSE AT
 RQ0406'NAPOLEON, ON THE SOUTH SIDE OF THE HIGHWAY, 0.15 MILE NORTHWEST OF A
 RQ0406'WHITE FARMHOUSE, 0.05 MILE WEST OF DRIVEWAY LEADING SOUTH TO
 RQ0406'FARMHOUSE, 99 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT
 RQ0406'NORTH OF THE SOUTH RIGHT-OF-WAY LINE, AND SET IN THE TOP OF A CONCRETE
 RQ0406'POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0964 ***********************************************************************
 SN0964  DESIGNATION -  P 401
 SN0964  PID         -  SN0964
 SN0964  STATE/COUNTY-  ND/MERCER
 SN0964  USGS QUAD   -  HAZEN NW (1969)
 SN0964
 SN0964                         *CURRENT SURVEY CONTROL
 SN0964  ___________________________________________________________________
 SN0964* NAD 83(1986)-  47 28 26.     (N)    101 40 38.     (W)     SCALED    
 SN0964* NAVD 88     -       614.505  (meters)    2016.09   (feet)  ADJUSTED  
 SN0964  ___________________________________________________________________
 SN0964  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 SN0964  DYNAMIC HT  -         614.552 (meters)    2016.24  (feet)  COMP
 SN0964  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 SN0964
 SN0964  VERT ORDER  -  SECOND    CLASS 0
 SN0964
 SN0964.The horizontal coordinates were scaled from a topographic map and have
 SN0964.an estimated accuracy of +/- 6 seconds.
 SN0964
 SN0964.The orthometric height was determined by differential leveling
 SN0964.and adjusted by the National Geodetic Survey in June 1991..
 SN0964
 SN0964.The geoid height was determined by GEOID03.
 SN0964
 SN0964.The dynamic height is computed by dividing the NAVD 88
 SN0964.geopotential number by the normal gravity value computed on the
 SN0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0964.degrees latitude (g = 980.6199 gals.).
 SN0964
 SN0964.The modeled gravity was interpolated from observed gravity values.
 SN0964
 SN0964;                    North         East    Units  Estimated Accuracy
 SN0964;SPC ND S     -   201,560.      511,260.      MT  (+/- 180 meters Scaled)
 SN0964
 SN0964                          SUPERSEDED SURVEY CONTROL
 SN0964
 SN0964  NGVD 29 (??/??/92)  614.112  (m)         2014.80   (f) ADJ UNCH    2 0
 SN0964
 SN0964.Superseded values are not recommended for survey control.
 SN0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0964.See file dsdata.txt to determine how the superseded data were derived.
 SN0964
 SN0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT982613(NAD 83)
 SN0964_MARKER: DB = BENCH MARK DISK
 SN0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0964_STAMPING: 2014.799 P 401 1946
 SN0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0964+STABILITY: SURFACE MOTION
 SN0964
 SN0964  HISTORY     - Date     Condition        Report By
 SN0964  HISTORY     - 1946     MONUMENTED       CGS
 SN0964  HISTORY     - 1956     GOOD             NGS
 SN0964
 SN0964                          STATION DESCRIPTION
 SN0964
 SN0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 SN0964'20.7 MI NE FROM BEULAH.
 SN0964'20.7 MILES NORTHEAST OF BEULAH, MERCER COUNTY.  THIS BENCH MARK MAY BE
 SN0964'REACHED FROM THE CROSSING OF STATE HIGHWAY 25 AND THE NORTHERN PACIFIC
 SN0964'RAILWAY BY GOING 4.6 MILES NORTH ALONG A GRAVEL COUNTY ROAD TO A FORK
 SN0964'IN THE ROAD, 9.2 MILES NORTH ALONG THE EAST FORK TO KRONTHALS
 SN0964'CROSSROADS AND THE END OF THE GRAVEL SURFACE, 1.2 MILES NORTH ALONG A
 SN0964'GRADED DIRT ROAD TO THE HOME OF JAKE WAFNER, AND 5.3 MILES EAST ALONG
 SN0964'A GRADED DIRT ROAD.  IT IS ON AN OLD ROAD (THE ROAD HAS BEEN REROUTED
 SN0964'AND NOW PASSES 0.1 MILE EAST OF THE MARK), 250 FEET SOUTH-SOUTHWEST OF
 SN0964'A WHITE FARMHOUSE, 63 FEET SOUTH OF A FENCE CORNER WITH A GAP ON EACH
 SN0964'SIDE, 50 FEET NORTHWEST OF THE OLD ROAD, 4 FEET EAST OF A
 SN0964'NORTH-AND-SOUTH FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 SN0964'POST.  A STANDARD DISK, STAMPED 2014.799 P 401 1946 AND SET IN THE TOP
 SN0964'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0077 ***********************************************************************
 RR0077  DESIGNATION -  P 402
 RR0077  PID         -  RR0077
 RR0077  STATE/COUNTY-  ND/EMMONS
 RR0077  USGS QUAD   -  KIEFER BUTTES (1971)
 RR0077
 RR0077                         *CURRENT SURVEY CONTROL
 RR0077  ___________________________________________________________________
 RR0077* NAD 83(1986)-  46 00 15.     (N)    100 29 13.     (W)     SCALED    
 RR0077* NAVD 88     -       560.039  (meters)    1837.39   (feet)  ADJUSTED  
 RR0077  ___________________________________________________________________
 RR0077  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 RR0077  DYNAMIC HT  -         560.009 (meters)    1837.30  (feet)  COMP
 RR0077  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 RR0077
 RR0077  VERT ORDER  -  FIRST     CLASS II
 RR0077
 RR0077.The horizontal coordinates were scaled from a topographic map and have
 RR0077.an estimated accuracy of +/- 6 seconds.
 RR0077
 RR0077.The orthometric height was determined by differential leveling
 RR0077.and adjusted by the National Geodetic Survey in June 1991..
 RR0077
 RR0077.The geoid height was determined by GEOID03.
 RR0077
 RR0077.The dynamic height is computed by dividing the NAVD 88
 RR0077.geopotential number by the normal gravity value computed on the
 RR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0077.degrees latitude (g = 980.6199 gals.).
 RR0077
 RR0077.The modeled gravity was interpolated from observed gravity values.
 RR0077
 RR0077;                    North         East    Units  Estimated Accuracy
 RR0077;SPC ND S     -    37,520.      601,010.      MT  (+/- 180 meters Scaled)
 RR0077
 RR0077                          SUPERSEDED SURVEY CONTROL
 RR0077
 RR0077  NGVD 29 (??/??/92)  559.657  (m)         1836.14   (f) ADJ UNCH    1 2
 RR0077
 RR0077.Superseded values are not recommended for survey control.
 RR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0077.See file dsdata.txt to determine how the superseded data were derived.
 RR0077
 RR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLR848955(NAD 83)
 RR0077_MARKER: DB = BENCH MARK DISK
 RR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0077_STAMPING: P 402 1949
 RR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0077+STABILITY: SURFACE MOTION
 RR0077
 RR0077  HISTORY     - Date     Condition        Report By
 RR0077  HISTORY     - 1949     MONUMENTED       CGS
 RR0077
 RR0077                          STATION DESCRIPTION
 RR0077
 RR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 RR0077'16.15 MI NW FROM POLLOCK, SD.
 RR0077'3.4 MILES WEST ALONG A GRAVELED ROAD FROM THE JUNCTION WITH THE MAIN
 RR0077'STREET OF POLLOCK, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 RR0077'THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE NORTH
 RR0077'ALONG A GRADED DIRT ROAD, THENCE 0.4 MILE WEST ALONG A GRADED DIRT
 RR0077'ROAD, THENCE 1.55 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 RR0077'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.5 MILE NORTH ALONG A
 RR0077'DIRT ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD, THENCE 2.0 MILES
 RR0077'NORTHWEST ALONG A TRAIL ROAD, ON THE NORTHEAST SLOPE OF A SMALL BLUFF,
 RR0077'59 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 15 FEET HIGHER
 RR0077'THAN THE ROAD, 1.2 FEET EAST OF A REFERENCE POST, AND SET IN THE TOP
 RR0077'OF A 5-FOOT CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE--
 RR0077'THE ROAD PAST THE MARK HAS BEEN ABANDONED AND IS NO LONGER MAINTAINED
 RR0077'BUT IT CAN BE FOLLOWED THROUGH PASTURES.  T 129 N. R 78 W. IN NE 1/4
 RR0077'OF NE 1/4 SEC 18.  APPROXIMATELY 300 FT. WEST OF NEW ROAD. NOTE-- THE
 RR0077'TOWN OF POLLOCK, SOUTH DAKOTA, HAS BEEN MOVED APPROXIMATELY 0.8 MILE
 RR0077'SOUTH.  ORIGINAL SITE IS FLOODED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0868 ***********************************************************************
 SN0868  DESIGNATION -  P 403
 SN0868  PID         -  SN0868
 SN0868  STATE/COUNTY-  ND/OLIVER
 SN0868  USGS QUAD   -  WASHBURN (1980)
 SN0868
 SN0868                         *CURRENT SURVEY CONTROL
 SN0868  ___________________________________________________________________
 SN0868* NAD 83(1986)-  47 16 16.     (N)    101 05 14.     (W)     SCALED    
 SN0868* NAVD 88     -       520.233  (meters)    1706.80   (feet)  ADJUSTED  
 SN0868  ___________________________________________________________________
 SN0868  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SN0868  DYNAMIC HT  -         520.271 (meters)    1706.92  (feet)  COMP
 SN0868  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 SN0868
 SN0868  VERT ORDER  -  SECOND    CLASS 0
 SN0868
 SN0868.The horizontal coordinates were scaled from a topographic map and have
 SN0868.an estimated accuracy of +/- 6 seconds.
 SN0868
 SN0868.The orthometric height was determined by differential leveling
 SN0868.and adjusted by the National Geodetic Survey in June 1991..
 SN0868
 SN0868.The geoid height was determined by GEOID03.
 SN0868
 SN0868.The dynamic height is computed by dividing the NAVD 88
 SN0868.geopotential number by the normal gravity value computed on the
 SN0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0868.degrees latitude (g = 980.6199 gals.).
 SN0868
 SN0868.The modeled gravity was interpolated from observed gravity values.
 SN0868
 SN0868;                    North         East    Units  Estimated Accuracy
 SN0868;SPC ND S     -   178,520.      555,570.      MT  (+/- 180 meters Scaled)
 SN0868
 SN0868                          SUPERSEDED SURVEY CONTROL
 SN0868
 SN0868  NGVD 29 (??/??/92)  519.841  (m)         1705.51   (f) ADJ UNCH    2 0
 SN0868
 SN0868.Superseded values are not recommended for survey control.
 SN0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0868.See file dsdata.txt to determine how the superseded data were derived.
 SN0868
 SN0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT421374(NAD 83)
 SN0868_MARKER: DB = BENCH MARK DISK
 SN0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0868_STAMPING: P 403 1958
 SN0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0868+STABILITY: SURFACE MOTION
 SN0868
 SN0868  HISTORY     - Date     Condition        Report By
 SN0868  HISTORY     - 1958     MONUMENTED       CGS
 SN0868  HISTORY     - 1982     GOOD             NGS
 SN0868
 SN0868                          STATION DESCRIPTION
 SN0868
 SN0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 SN0868'0.75 MI N FROM HENSLER.
 SN0868'0.15 MILE WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0868'HENSLER, THENCE ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 SN0868'JUNCTION OF A EAST-WEST ROAD AND AT THE NORTHWEST CORNER OF A
 SN0868'CEMETERY, 51 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 SN0868'ROADS, 39 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 34 FEET
 SN0868'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 3 FEET SOUTHWEST OF
 SN0868'A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE CORNER POST, 1 FOOT SOUTH OF
 SN0868'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 SN0868'CONCRETE POST PROJECTING 4 INCHES.
 SN0868
 SN0868                          STATION RECOVERY (1982)
 SN0868
 SN0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SN0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0564 ***********************************************************************
 TE0564  DESIGNATION -  P 404 RESET
 TE0564  PID         -  TE0564
 TE0564  STATE/COUNTY-  ND/RAMSEY
 TE0564  USGS QUAD   -  LAKOTA NW (1971)
 TE0564
 TE0564                         *CURRENT SURVEY CONTROL
 TE0564  ___________________________________________________________________
 TE0564* NAD 83(1986)-  48 10 01.     (N)    098 29 12.     (W)     SCALED    
 TE0564* NAVD 88     -       459.583  (meters)    1507.82   (feet)  ADJUSTED  
 TE0564  ___________________________________________________________________
 TE0564  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 TE0564  DYNAMIC HT  -         459.664 (meters)    1508.08  (feet)  COMP
 TE0564  MODELED GRAV-     980,773.1   (mgal)                       NAVD 88
 TE0564
 TE0564  VERT ORDER  -  SECOND    CLASS 0
 TE0564
 TE0564.The horizontal coordinates were scaled from a topographic map and have
 TE0564.an estimated accuracy of +/- 6 seconds.
 TE0564
 TE0564.The orthometric height was determined by differential leveling
 TE0564.and adjusted by the National Geodetic Survey in June 1991..
 TE0564
 TE0564.The geoid height was determined by GEOID03.
 TE0564
 TE0564.The dynamic height is computed by dividing the NAVD 88
 TE0564.geopotential number by the normal gravity value computed on the
 TE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0564.degrees latitude (g = 980.6199 gals.).
 TE0564
 TE0564.The modeled gravity was interpolated from observed gravity values.
 TE0564
 TE0564;                    North         East    Units  Estimated Accuracy
 TE0564;SPC ND N     -   131,700.      749,730.      MT  (+/- 180 meters Scaled)
 TE0564
 TE0564                          SUPERSEDED SURVEY CONTROL
 TE0564
 TE0564  NGVD 29 (??/??/92)  459.204  (m)         1506.57   (f) ADJ UNCH    2 0
 TE0564
 TE0564.Superseded values are not recommended for survey control.
 TE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0564.See file dsdata.txt to determine how the superseded data were derived.
 TE0564
 TE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU381349(NAD 83)
 TE0564_MARKER: DB = BENCH MARK DISK
 TE0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0564_STAMPING: P 404 RESET 1964
 TE0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0564+STABILITY: SURFACE MOTION
 TE0564
 TE0564  HISTORY     - Date     Condition        Report By
 TE0564  HISTORY     - 1964     MONUMENTED       CGS
 TE0564
 TE0564                          STATION DESCRIPTION
 TE0564
 TE0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0564'10.6 MI NW FROM BARTLETT.
 TE0564'ABOUT 1.6 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0564'AT BARTLETT, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 TE0564'MILE WEST ALONG A GRAVELED ROAD, THENCE 4.0 MILES NORTH ALONG A
 TE0564'GRAVELED ROAD, IN S 10, T 154 N, R 61 W, ABOUT 0.5 MILE NORTH OF THE
 TE0564'CROSSING OF THE SOO LINE RAILROAD, 143 YARDS NORTH OF THE CENTER OF
 TE0564'THE INTERSECTION OF A GRAVELED ROAD LEADING WEST AND A DIRT ROAD
 TE0564'LEADING EAST, AT THE SOUTHWEST CORNER OF AN OLD GRAVEL PIT, 70 FEET
 TE0564'EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A METAL WITNESS
 TE0564'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 TE0564'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1102 ***********************************************************************
 TE1102  DESIGNATION -  P 405
 TE1102  PID         -  TE1102
 TE1102  STATE/COUNTY-  ND/CAVALIER
 TE1102  USGS QUAD   -  HANNAH (1970)
 TE1102
 TE1102                         *CURRENT SURVEY CONTROL
 TE1102  ___________________________________________________________________
 TE1102* NAD 83(1986)-  48 58 42.     (N)    098 41 32.     (W)     SCALED    
 TE1102* NAVD 88     -       475.171  (meters)    1558.96   (feet)  ADJUSTED  
 TE1102  ___________________________________________________________________
 TE1102  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 TE1102  DYNAMIC HT  -         475.289 (meters)    1559.34  (feet)  COMP
 TE1102  MODELED GRAV-     980,843.2   (mgal)                       NAVD 88
 TE1102
 TE1102  VERT ORDER  -  SECOND    CLASS 0
 TE1102
 TE1102.The horizontal coordinates were scaled from a topographic map and have
 TE1102.an estimated accuracy of +/- 6 seconds.
 TE1102
 TE1102.The orthometric height was determined by differential leveling
 TE1102.and adjusted by the National Geodetic Survey in June 1991..
 TE1102
 TE1102.The geoid height was determined by GEOID03.
 TE1102
 TE1102.The dynamic height is computed by dividing the NAVD 88
 TE1102.geopotential number by the normal gravity value computed on the
 TE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1102.degrees latitude (g = 980.6199 gals.).
 TE1102
 TE1102.The modeled gravity was interpolated from observed gravity values.
 TE1102
 TE1102;                    North         East    Units  Estimated Accuracy
 TE1102;SPC ND N     -   221,520.      732,330.      MT  (+/- 180 meters Scaled)
 TE1102
 TE1102                          SUPERSEDED SURVEY CONTROL
 TE1102
 TE1102  NGVD 29 (??/??/92)  474.789  (m)         1557.70   (f) ADJ UNCH    2 0
 TE1102
 TE1102.Superseded values are not recommended for survey control.
 TE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1102.See file dsdata.txt to determine how the superseded data were derived.
 TE1102
 TE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV225250(NAD 83)
 TE1102_MARKER: DB = BENCH MARK DISK
 TE1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TE1102_SP_SET: BRIDGE
 TE1102_STAMPING: P 405 1964
 TE1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1102
 TE1102  HISTORY     - Date     Condition        Report By
 TE1102  HISTORY     - 1964     MONUMENTED       CGS
 TE1102
 TE1102                          STATION DESCRIPTION
 TE1102
 TE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1102'0.7 MI N FROM HANNAH.
 TE1102'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE1102'HANNAH, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, IN S 33, R 62 W,
 TE1102'T 164 N, SET IN THE TOP OF THE NORTHWEST CONCRETE WING WALL OF A
 TE1102'CONCRETE BRIDGE OVER WEST SNOWFLAKE CREEK, 320 FEET EAST OF THE CENTER
 TE1102'OF A ROAD INTERSECTION, 14 FEET NORTH OF THE CENTER LINE OF THE
 TE1102'EAST-WEST ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0005 ***********************************************************************
 TE0005  DESIGNATION -  P 406
 TE0005  PID         -  TE0005
 TE0005  STATE/COUNTY-  ND/CAVALIER
 TE0005  USGS QUAD   -  MOUNT CARMEL (1970)
 TE0005
 TE0005                         *CURRENT SURVEY CONTROL
 TE0005  ___________________________________________________________________
 TE0005* NAD 83(1986)-  48 53 31.     (N)    098 25 54.     (W)     SCALED    
 TE0005* NAVD 88     -       480.639  (meters)    1576.90   (feet)  ADJUSTED  
 TE0005  ___________________________________________________________________
 TE0005  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 TE0005  DYNAMIC HT  -         480.753 (meters)    1577.27  (feet)  COMP
 TE0005  MODELED GRAV-     980,831.3   (mgal)                       NAVD 88
 TE0005
 TE0005  VERT ORDER  -  SECOND    CLASS 0
 TE0005
 TE0005.The horizontal coordinates were scaled from a topographic map and have
 TE0005.an estimated accuracy of +/- 6 seconds.
 TE0005
 TE0005.The orthometric height was determined by differential leveling
 TE0005.and adjusted by the National Geodetic Survey in June 1991..
 TE0005
 TE0005.The geoid height was determined by GEOID03.
 TE0005
 TE0005.The dynamic height is computed by dividing the NAVD 88
 TE0005.geopotential number by the normal gravity value computed on the
 TE0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0005.degrees latitude (g = 980.6199 gals.).
 TE0005
 TE0005.The modeled gravity was interpolated from observed gravity values.
 TE0005
 TE0005;                    North         East    Units  Estimated Accuracy
 TE0005;SPC ND N     -   212,400.      751,660.      MT  (+/- 180 meters Scaled)
 TE0005
 TE0005                          SUPERSEDED SURVEY CONTROL
 TE0005
 TE0005  NGVD 29 (??/??/92)  480.256  (m)         1575.64   (f) ADJ UNCH    2 0
 TE0005
 TE0005.Superseded values are not recommended for survey control.
 TE0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0005.See file dsdata.txt to determine how the superseded data were derived.
 TE0005
 TE0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV416156(NAD 83)
 TE0005_MARKER: DB = BENCH MARK DISK
 TE0005_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0005_SP_SET: 20 FEET
 TE0005_STAMPING: P 406 1964
 TE0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0005
 TE0005  HISTORY     - Date     Condition        Report By
 TE0005  HISTORY     - 1964     MONUMENTED       CGS
 TE0005
 TE0005                          STATION DESCRIPTION
 TE0005
 TE0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0005'8.2 MI E FROM WALES.
 TE0005'ABOUT 0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE PUBLIC SCHOOL AT
 TE0005'WALES, THENCE 8.0 MILES EAST ALONG A GRAVELED ROAD, ABOUT 0.1 MILE
 TE0005'SOUTH OF A FARM HOUSE, IN SECTION 32, R 60 W, T 163 N, ABOUT 100 FEET
 TE0005'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 237 FEET WEST OF THE
 TE0005'CENTER LINE OF A NORTH-SOUTH ROAD, 1 FOOT NORTH OF A FENCE LINE, 0.8
 TE0005'FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IS A
 TE0005'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 6 INCHES ABOVE
 TE0005'THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH CAST IRON PIPE WHICH
 TE0005'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 TE0005'TO REFUSAL AT A DEPTH OF 20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1030 ***********************************************************************
 TE1030  DESIGNATION -  P 407
 TE1030  PID         -  TE1030
 TE1030  STATE/COUNTY-  ND/CAVALIER
 TE1030  USGS QUAD   -  WALES (1970)
 TE1030
 TE1030                         *CURRENT SURVEY CONTROL
 TE1030  ___________________________________________________________________
 TE1030* NAD 83(1986)-  48 58 43.     (N)    098 36 23.     (W)     SCALED    
 TE1030* NAVD 88     -       471.402  (meters)    1546.59   (feet)  ADJUSTED  
 TE1030  ___________________________________________________________________
 TE1030  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 TE1030  DYNAMIC HT  -         471.520 (meters)    1546.98  (feet)  COMP
 TE1030  MODELED GRAV-     980,845.4   (mgal)                       NAVD 88
 TE1030
 TE1030  VERT ORDER  -  SECOND    CLASS 0
 TE1030
 TE1030.The horizontal coordinates were scaled from a topographic map and have
 TE1030.an estimated accuracy of +/- 6 seconds.
 TE1030
 TE1030.The orthometric height was determined by differential leveling
 TE1030.and adjusted by the National Geodetic Survey in June 1991..
 TE1030
 TE1030.The geoid height was determined by GEOID03.
 TE1030
 TE1030.The dynamic height is computed by dividing the NAVD 88
 TE1030.geopotential number by the normal gravity value computed on the
 TE1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1030.degrees latitude (g = 980.6199 gals.).
 TE1030
 TE1030.The modeled gravity was interpolated from observed gravity values.
 TE1030
 TE1030;                    North         East    Units  Estimated Accuracy
 TE1030;SPC ND N     -   221,700.      738,610.      MT  (+/- 180 meters Scaled)
 TE1030
 TE1030                          SUPERSEDED SURVEY CONTROL
 TE1030
 TE1030  NGVD 29 (??/??/92)  471.018  (m)         1545.33   (f) ADJ UNCH    2 0
 TE1030
 TE1030.Superseded values are not recommended for survey control.
 TE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1030.See file dsdata.txt to determine how the superseded data were derived.
 TE1030
 TE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV288251(NAD 83)
 TE1030_MARKER: DB = BENCH MARK DISK
 TE1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1030_STAMPING: P 407 1964
 TE1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1030+STABILITY: SURFACE MOTION
 TE1030
 TE1030  HISTORY     - Date     Condition        Report By
 TE1030  HISTORY     - 1964     MONUMENTED       CGS
 TE1030
 TE1030                          STATION DESCRIPTION
 TE1030
 TE1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1030'6.7 MI E FROM HANNAH.
 TE1030'ABOUT 0.1 MILE WEST ALONG A DIRT STREET FROM THE PUBLIC SCHOOL AT
 TE1030'HANNAH, THENCE 1.6 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 TE1030'EAST ALONG A TRAIL ROAD, THENCE 0.5 MILE EAST ACROSS A CULTIVATED
 TE1030'FIELD, THENCE 2.5 MILES EAST ALONG A TRAIL ROAD, THENCE 0.5 MILE EAST
 TE1030'ACROSS A CULTIVATED FIELD AND GRASSLAND, THENCE 1.0 MILE SOUTH ALONG A
 TE1030'TRAIL ROAD, AT THE SOUTHEAST CORNER OF SECTION 36, R 62 W, T 164 N, AT
 TE1030'THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD, A GRAVELED ROAD
 TE1030'LEADING SOUTH AND A TRAIL ROAD LEADING NORTH, 166 FEET NORTH OF THE
 TE1030'CENTER LINE OF THE EAST-WEST ROAD, 70 FEET WEST OF THE CENTER LINE OF
 TE1030'THE TRAIL ROAD LEADING NORTH, 3 FEET EAST OF A POWER POLE, 1.6 FEET
 TE1030'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET
 TE1030'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0075 ***********************************************************************
 TE0075  DESIGNATION -  P 408
 TE0075  PID         -  TE0075
 TE0075  STATE/COUNTY-  ND/CAVALIER
 TE0075  USGS QUAD   -  NEKOMA NW (1972)
 TE0075
 TE0075                         *CURRENT SURVEY CONTROL
 TE0075  ___________________________________________________________________
 TE0075* NAD 83(1986)-  48 37 49.     (N)    098 22 59.     (W)     SCALED    
 TE0075* NAVD 88     -       491.711  (meters)    1613.22   (feet)  ADJUSTED  
 TE0075  ___________________________________________________________________
 TE0075  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 TE0075  DYNAMIC HT  -         491.813 (meters)    1613.56  (feet)  COMP
 TE0075  MODELED GRAV-     980,801.7   (mgal)                       NAVD 88
 TE0075
 TE0075  VERT ORDER  -  SECOND    CLASS 0
 TE0075
 TE0075.The horizontal coordinates were scaled from a topographic map and have
 TE0075.an estimated accuracy of +/- 6 seconds.
 TE0075
 TE0075.The orthometric height was determined by differential leveling
 TE0075.and adjusted by the National Geodetic Survey in June 1991..
 TE0075
 TE0075.The geoid height was determined by GEOID03.
 TE0075
 TE0075.The dynamic height is computed by dividing the NAVD 88
 TE0075.geopotential number by the normal gravity value computed on the
 TE0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0075.degrees latitude (g = 980.6199 gals.).
 TE0075
 TE0075.The modeled gravity was interpolated from observed gravity values.
 TE0075
 TE0075;                    North         East    Units  Estimated Accuracy
 TE0075;SPC ND N     -   183,410.      756,020.      MT  (+/- 180 meters Scaled)
 TE0075
 TE0075                          SUPERSEDED SURVEY CONTROL
 TE0075
 TE0075  NGVD 29 (??/??/92)  491.327  (m)         1611.96   (f) ADJ UNCH    2 0
 TE0075
 TE0075.Superseded values are not recommended for survey control.
 TE0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0075.See file dsdata.txt to determine how the superseded data were derived.
 TE0075
 TE0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU454865(NAD 83)
 TE0075_MARKER: DB = BENCH MARK DISK
 TE0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0075_STAMPING: P 408 1964
 TE0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0075+STABILITY: SURFACE MOTION
 TE0075
 TE0075  HISTORY     - Date     Condition        Report By
 TE0075  HISTORY     - 1964     MONUMENTED       CGS
 TE0075  HISTORY     - 1968     GOOD             DOD
 TE0075  HISTORY     - 20020410 POOR             USFWS
 TE0075
 TE0075                          STATION DESCRIPTION
 TE0075
 TE0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0075'6.9 MI E FROM LOMA.
 TE0075'ABOUT 6.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE
 TE0075'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD STATION AT LOMA,
 TE0075'IN S 3, R 60 W, T 159 N, ABOUT 1.0 MILE WEST OF THE INTERSECTION OF
 TE0075'STATE HIGHWAY 1, 95 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 84 FEET
 TE0075'EAST OF THE CENTER LINE OF A NORTH-SOUTH SECTION LINE TRAIL ROAD, 1.5
 TE0075'FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 TE0075'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 TE0075'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD NOW
 TE0075'KNOWN AS THE SOO LINE RAILROAD.
 TE0075
 TE0075                          STATION RECOVERY (1968)
 TE0075
 TE0075'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0075'RECOVERED IN GOOD CONDITION.
 TE0075
 TE0075                          STATION RECOVERY (2002)
 TE0075
 TE0075'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2002
 TE0075'THIS MARKER IS STILL IN PLACE, BUT IS SITTING AT AN ANGLE.  IT MAY
 TE0075'HAVE BEEN HIT BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0704 ***********************************************************************
 TD0704  DESIGNATION -  P 409
 TD0704  PID         -  TD0704
 TD0704  STATE/COUNTY-  ND/WALSH
 TD0704  USGS QUAD   -  GARDAR (1963)
 TD0704
 TD0704                         *CURRENT SURVEY CONTROL
 TD0704  ___________________________________________________________________
 TD0704* NAD 83(1986)-  48 32 35.     (N)    097 46 33.     (W)     SCALED    
 TD0704* NAVD 88     -       295.936  (meters)     970.92   (feet)  ADJUSTED  
 TD0704  ___________________________________________________________________
 TD0704  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 TD0704  DYNAMIC HT  -         296.007 (meters)     971.15  (feet)  COMP
 TD0704  MODELED GRAV-     980,845.0   (mgal)                       NAVD 88
 TD0704
 TD0704  VERT ORDER  -  SECOND    CLASS 0
 TD0704
 TD0704.The horizontal coordinates were scaled from a topographic map and have
 TD0704.an estimated accuracy of +/- 6 seconds.
 TD0704
 TD0704.The orthometric height was determined by differential leveling
 TD0704.and adjusted by the National Geodetic Survey in June 1991..
 TD0704
 TD0704.The geoid height was determined by GEOID03.
 TD0704
 TD0704.The dynamic height is computed by dividing the NAVD 88
 TD0704.geopotential number by the normal gravity value computed on the
 TD0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0704.degrees latitude (g = 980.6199 gals.).
 TD0704
 TD0704.The modeled gravity was interpolated from observed gravity values.
 TD0704
 TD0704;                    North         East    Units  Estimated Accuracy
 TD0704;SPC ND N     -   175,120.      801,100.      MT  (+/- 180 meters Scaled)
 TD0704
 TD0704                          SUPERSEDED SURVEY CONTROL
 TD0704
 TD0704  NGVD 29 (??/??/92)  295.592  (m)          969.79   (f) ADJ UNCH    2 0
 TD0704
 TD0704.Superseded values are not recommended for survey control.
 TD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0704.See file dsdata.txt to determine how the superseded data were derived.
 TD0704
 TD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU903773(NAD 83)
 TD0704_MARKER: DB = BENCH MARK DISK
 TD0704_SETTING: 80 = SET IN A BOULDER
 TD0704_SP_SET: BOULDER
 TD0704_STAMPING: P 409 1964
 TD0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0704+STABILITY: SURFACE MOTION
 TD0704
 TD0704  HISTORY     - Date     Condition        Report By
 TD0704  HISTORY     - 1964     MONUMENTED       CGS
 TD0704
 TD0704                          STATION DESCRIPTION
 TD0704
 TD0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0704'12.9 MI NW FROM PARK RIVER.
 TD0704'ABOUT 0.8 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0704'STATION AT PARK RIVER, THENCE 10.1 MILES NORTHEAST ALONG COUNTY ROAD
 TD0704'12, THENCE 2.0 MILES WEST ALONG THE PEMBINA-WALSH COUNTY LINE ROAD, IN
 TD0704'S 6, R 55 W, T 158 N, 133 FEET SOUTHWEST OF THE CENTER OF THE
 TD0704'INTERSECTION OF A GRAVELED ROAD LEADING NORTH, SOUTH AND EAST AND A
 TD0704'DIRT ROAD LEADING WEST, 124 FEET WEST OF THE CENTER LINE OF THE ROAD
 TD0704'LEADING SOUTH, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 TD0704'WEST, SET IN THE TOP OF THE NORTH END OF A GRANITE BOULDER THAT IS
 TD0704'ABOUT 4 FEET WIDE AND 2 FEET HIGH, 21.0 FEET NORTH OF A METAL WITNESS
 TD0704'POST, AND ABOUT LEVEL WITH THE ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0367 ***********************************************************************
 RQ0367  DESIGNATION -  P 41
 RQ0367  PID         -  RQ0367
 RQ0367  STATE/COUNTY-  ND/LOGAN
 RQ0367  USGS QUAD   -  WISHEK (1982)
 RQ0367
 RQ0367                         *CURRENT SURVEY CONTROL
 RQ0367  ___________________________________________________________________
 RQ0367* NAD 83(1986)-  46 22 01.     (N)    099 37 19.     (W)     SCALED    
 RQ0367* NAVD 88     -       601.343  (meters)    1972.91   (feet)  ADJUSTED  
 RQ0367  ___________________________________________________________________
 RQ0367  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 RQ0367  DYNAMIC HT  -         601.322 (meters)    1972.84  (feet)  COMP
 RQ0367  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 RQ0367
 RQ0367  VERT ORDER  -  SECOND    CLASS 0
 RQ0367
 RQ0367.The horizontal coordinates were scaled from a topographic map and have
 RQ0367.an estimated accuracy of +/- 6 seconds.
 RQ0367
 RQ0367.The orthometric height was determined by differential leveling
 RQ0367.and adjusted by the National Geodetic Survey in June 1991..
 RQ0367
 RQ0367.The geoid height was determined by GEOID03.
 RQ0367
 RQ0367.The dynamic height is computed by dividing the NAVD 88
 RQ0367.geopotential number by the normal gravity value computed on the
 RQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0367.degrees latitude (g = 980.6199 gals.).
 RQ0367
 RQ0367.The modeled gravity was interpolated from observed gravity values.
 RQ0367
 RQ0367;                    North         East    Units  Estimated Accuracy
 RQ0367;SPC ND S     -    78,220.      667,560.      MT  (+/- 180 meters Scaled)
 RQ0367
 RQ0367                          SUPERSEDED SURVEY CONTROL
 RQ0367
 RQ0367  NGVD 29 (??/??/92)  600.911  (m)         1971.49   (f) ADJ UNCH    2 0
 RQ0367
 RQ0367.Superseded values are not recommended for survey control.
 RQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0367.See file dsdata.txt to determine how the superseded data were derived.
 RQ0367
 RQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS521350(NAD 83)
 RQ0367_MARKER: DB = BENCH MARK DISK
 RQ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0367_STAMPING: P 41 1934
 RQ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0367+STABILITY: SURFACE MOTION
 RQ0367
 RQ0367  HISTORY     - Date     Condition        Report By
 RQ0367  HISTORY     - 1934     MONUMENTED       CGS
 RQ0367  HISTORY     - 1959     GOOD             NGS
 RQ0367
 RQ0367                          STATION DESCRIPTION
 RQ0367
 RQ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0367'1.5 MI S FROM BURNSTAD.
 RQ0367'1.5 MILES SOUTH ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0367'RAILWAY FROM THE STATION AT BURNSTAD, LOGAN COUNTY, 18 POLES WEST OF
 RQ0367'MILEPOST 349, AT A PUBLIC-ROAD CROSSING, 4 POLES SOUTHEAST OF THE
 RQ0367'CROSSING OF A ROW OF POWER POLES, 37 FEET NORTHEAST OF THE CENTERLINE
 RQ0367'OF THE TRACK, 6 FEET WEST OF A POLE, AND ABOUT LEVEL WITH THE RAIL. A
 RQ0367'STANDARD DISK, STAMPED P 41 1934 AND SET IN THE TOP OF A CONCRETE
 RQ0367'POST.  NOTE-- THE MARK IS NEAR A SELDOM-USED PRIVATE ROAD CROSSING.
 RQ0367'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 RQ0367'THE SOO LINE RAILROAD.
 RQ0367
 RQ0367                          STATION RECOVERY (1959)
 RQ0367
 RQ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 RQ0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0604 ***********************************************************************
 TD0604  DESIGNATION -  P 410
 TD0604  PID         -  TD0604
 TD0604  STATE/COUNTY-  ND/CAVALIER
 TD0604  USGS QUAD   -  UNION (1972)
 TD0604
 TD0604                         *CURRENT SURVEY CONTROL
 TD0604  ___________________________________________________________________
 TD0604* NAD 83(1986)-  48 32 35.     (N)    097 56 10.     (W)     SCALED    
 TD0604* NAVD 88     -       405.680  (meters)    1330.97   (feet)  ADJUSTED  
 TD0604  ___________________________________________________________________
 TD0604  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 TD0604  DYNAMIC HT  -         405.764 (meters)    1331.24  (feet)  COMP
 TD0604  MODELED GRAV-     980,804.5   (mgal)                       NAVD 88
 TD0604
 TD0604  VERT ORDER  -  SECOND    CLASS 0
 TD0604
 TD0604.The horizontal coordinates were scaled from a topographic map and have
 TD0604.an estimated accuracy of +/- 6 seconds.
 TD0604
 TD0604.The orthometric height was determined by differential leveling
 TD0604.and adjusted by the National Geodetic Survey in June 1991..
 TD0604
 TD0604.The geoid height was determined by GEOID03.
 TD0604
 TD0604.The dynamic height is computed by dividing the NAVD 88
 TD0604.geopotential number by the normal gravity value computed on the
 TD0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0604.degrees latitude (g = 980.6199 gals.).
 TD0604
 TD0604.The modeled gravity was interpolated from observed gravity values.
 TD0604
 TD0604;                    North         East    Units  Estimated Accuracy
 TD0604;SPC ND N     -   174,710.      789,270.      MT  (+/- 180 meters Scaled)
 TD0604
 TD0604                          SUPERSEDED SURVEY CONTROL
 TD0604
 TD0604  NGVD 29 (??/??/92)  405.311  (m)         1329.76   (f) ADJ UNCH    2 0
 TD0604
 TD0604.Superseded values are not recommended for survey control.
 TD0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0604.See file dsdata.txt to determine how the superseded data were derived.
 TD0604
 TD0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU785772(NAD 83)
 TD0604_MARKER: DB = BENCH MARK DISK
 TD0604_SETTING: 80 = SET IN A BOULDER
 TD0604_SP_SET: BOULDER
 TD0604_STAMPING: P 410 1964
 TD0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0604+STABILITY: SURFACE MOTION
 TD0604
 TD0604  HISTORY     - Date     Condition        Report By
 TD0604  HISTORY     - 1964     MONUMENTED       CGS
 TD0604
 TD0604                          STATION DESCRIPTION
 TD0604
 TD0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0604'4.6 MI NW FROM EDINBURG.
 TD0604'ABOUT 4.6 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TD0604'STATION AT EDINBURG, IN S 36, R 57 W, T 159 N, ABOUT 0.3 MILE
 TD0604'NORTHWEST OF MILEPOST 48, 90 FEET NORTHWEST OF THE CENTER OF AN
 TD0604'EAST-WEST GRAVELED ROAD CROSSING, 55 FEET NORTH OF THE CENTER LINE OF
 TD0604'THE ROAD, 30 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP
 TD0604'OF AN EMBEDDED BOULDER THAT IS FLUSH WITH THE GROUND, AND ABOUT 4 FEET
 TD0604'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0496 ***********************************************************************
 TE0496  DESIGNATION -  P 411
 TE0496  PID         -  TE0496
 TE0496  STATE/COUNTY-  ND/WALSH
 TE0496  USGS QUAD   -  FAIRDALE (1972)
 TE0496
 TE0496                         *CURRENT SURVEY CONTROL
 TE0496  ___________________________________________________________________
 TE0496* NAD 83(1986)-  48 24 47.     (N)    098 08 03.     (W)     SCALED    
 TE0496* NAVD 88     -       483.918  (meters)    1587.65   (feet)  ADJUSTED  
 TE0496  ___________________________________________________________________
 TE0496  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 TE0496  DYNAMIC HT  -         484.013 (meters)    1587.97  (feet)  COMP
 TE0496  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TE0496
 TE0496  VERT ORDER  -  SECOND    CLASS 0
 TE0496
 TE0496.The horizontal coordinates were scaled from a topographic map and have
 TE0496.an estimated accuracy of +/- 6 seconds.
 TE0496
 TE0496.The orthometric height was determined by differential leveling
 TE0496.and adjusted by the National Geodetic Survey in June 1991..
 TE0496
 TE0496.The geoid height was determined by GEOID03.
 TE0496
 TE0496.The dynamic height is computed by dividing the NAVD 88
 TE0496.geopotential number by the normal gravity value computed on the
 TE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0496.degrees latitude (g = 980.6199 gals.).
 TE0496
 TE0496.The modeled gravity was interpolated from observed gravity values.
 TE0496
 TE0496;                    North         East    Units  Estimated Accuracy
 TE0496;SPC ND N     -   159,800.      775,100.      MT  (+/- 180 meters Scaled)
 TE0496
 TE0496                          SUPERSEDED SURVEY CONTROL
 TE0496
 TE0496  NGVD 29 (??/??/92)  483.540  (m)         1586.41   (f) ADJ UNCH    2 0
 TE0496
 TE0496.Superseded values are not recommended for survey control.
 TE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0496.See file dsdata.txt to determine how the superseded data were derived.
 TE0496
 TE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU640625(NAD 83)
 TE0496_MARKER: DB = BENCH MARK DISK
 TE0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0496_STAMPING: P 411 1964
 TE0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0496+STABILITY: SURFACE MOTION
 TE0496
 TE0496  HISTORY     - Date     Condition        Report By
 TE0496  HISTORY     - 1964     MONUMENTED       CGS
 TE0496
 TE0496                          STATION DESCRIPTION
 TE0496
 TE0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0496'3.4 MI W FROM ADAMS.
 TE0496'ABOUT 3.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TE0496'SOO LINE RAILROAD AT ADAMS, IN S 16, R 58 W, T 157 N, AT THE JUNCTION
 TE0496'OF A DRIVE LEADING NORTH AROUND THE EAST END OF A SLOUGH, 100 FEET
 TE0496'NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTH OF POWER POLE
 TE0496'NUMBER 128, 58 FEET NORTHWEST OF THE WEST END OF AN 18-INCH PIPE
 TE0496'CULVERT UNDER THE DRIVE, 36 FEET WEST OF THE CENTER LINE OF THE DRIVE,
 TE0496'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 TE0496'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TE0496'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0412 ***********************************************************************
 TE0412  DESIGNATION -  P 412
 TE0412  PID         -  TE0412
 TE0412  STATE/COUNTY-  ND/RAMSEY
 TE0412  USGS QUAD   -  EDMORE (1972)
 TE0412
 TE0412                         *CURRENT SURVEY CONTROL
 TE0412  ___________________________________________________________________
 TE0412* NAD 83(1986)-  48 29 08.     (N)    098 28 12.     (W)     SCALED    
 TE0412* NAVD 88     -       467.377  (meters)    1533.39   (feet)  ADJUSTED  
 TE0412  ___________________________________________________________________
 TE0412  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 TE0412  DYNAMIC HT  -         467.469 (meters)    1533.69  (feet)  COMP
 TE0412  MODELED GRAV-     980,794.1   (mgal)                       NAVD 88
 TE0412
 TE0412  VERT ORDER  -  SECOND    CLASS 0
 TE0412
 TE0412.The horizontal coordinates were scaled from a topographic map and have
 TE0412.an estimated accuracy of +/- 6 seconds.
 TE0412
 TE0412.The orthometric height was determined by differential leveling
 TE0412.and adjusted by the National Geodetic Survey in June 1991..
 TE0412
 TE0412.The geoid height was determined by GEOID03.
 TE0412
 TE0412.The dynamic height is computed by dividing the NAVD 88
 TE0412.geopotential number by the normal gravity value computed on the
 TE0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0412.degrees latitude (g = 980.6199 gals.).
 TE0412
 TE0412.The modeled gravity was interpolated from observed gravity values.
 TE0412
 TE0412;                    North         East    Units  Estimated Accuracy
 TE0412;SPC ND N     -   167,150.      750,040.      MT  (+/- 180 meters Scaled)
 TE0412
 TE0412                          SUPERSEDED SURVEY CONTROL
 TE0412
 TE0412  NGVD 29 (??/??/92)  466.995  (m)         1532.13   (f) ADJ UNCH    2 0
 TE0412
 TE0412.Superseded values are not recommended for survey control.
 TE0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0412.See file dsdata.txt to determine how the superseded data were derived.
 TE0412
 TE0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU391704(NAD 83)
 TE0412_MARKER: DB = BENCH MARK DISK
 TE0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0412_STAMPING: P 412 1964
 TE0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0412+STABILITY: SURFACE MOTION
 TE0412
 TE0412  HISTORY     - Date     Condition        Report By
 TE0412  HISTORY     - 1964     MONUMENTED       CGS
 TE0412
 TE0412                          STATION DESCRIPTION
 TE0412
 TE0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0412'4.6 MI E FROM DERRICK.
 TE0412'ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD FROM THE GREAT NORTHERN
 TE0412'RAILWAY STATION AT DERRICK, THENCE 4.0 MILES EAST ALONG COUNTY ROAD 9,
 TE0412'89 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF COUNTY ROAD 9
 TE0412'AND A GRAVELED ROAD, 77 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 TE0412'ROAD, 44 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET
 TE0412'EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.1
 TE0412'FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 TE0412'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0314 ***********************************************************************
 TE0314  DESIGNATION -  P 413
 TE0314  PID         -  TE0314
 TE0314  STATE/COUNTY-  ND/CAVALIER
 TE0314  USGS QUAD   -  OSNABROCK SW (1972)
 TE0314
 TE0314                         *CURRENT SURVEY CONTROL
 TE0314  ___________________________________________________________________
 TE0314* NAD 83(1986)-  48 34 07.     (N)    098 08 37.     (W)     SCALED    
 TE0314* NAVD 88     -       492.012  (meters)    1614.21   (feet)  ADJUSTED  
 TE0314  ___________________________________________________________________
 TE0314  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 TE0314  DYNAMIC HT  -         492.108 (meters)    1614.52  (feet)  COMP
 TE0314  MODELED GRAV-     980,788.6   (mgal)                       NAVD 88
 TE0314
 TE0314  VERT ORDER  -  SECOND    CLASS 0
 TE0314
 TE0314.The horizontal coordinates were scaled from a topographic map and have
 TE0314.an estimated accuracy of +/- 6 seconds.
 TE0314
 TE0314.The orthometric height was determined by differential leveling
 TE0314.and adjusted by the National Geodetic Survey in June 1991..
 TE0314
 TE0314.The geoid height was determined by GEOID03.
 TE0314
 TE0314.The dynamic height is computed by dividing the NAVD 88
 TE0314.geopotential number by the normal gravity value computed on the
 TE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0314.degrees latitude (g = 980.6199 gals.).
 TE0314
 TE0314.The modeled gravity was interpolated from observed gravity values.
 TE0314
 TE0314;                    North         East    Units  Estimated Accuracy
 TE0314;SPC ND N     -   177,070.      773,870.      MT  (+/- 180 meters Scaled)
 TE0314
 TE0314                          SUPERSEDED SURVEY CONTROL
 TE0314
 TE0314  NGVD 29 (??/??/92)  491.630  (m)         1612.96   (f) ADJ UNCH    2 0
 TE0314
 TE0314.Superseded values are not recommended for survey control.
 TE0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0314.See file dsdata.txt to determine how the superseded data were derived.
 TE0314
 TE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU631798(NAD 83)
 TE0314_MARKER: DB = BENCH MARK DISK
 TE0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0314_STAMPING: P 413 1964
 TE0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0314+STABILITY: SURFACE MOTION
 TE0314
 TE0314  HISTORY     - Date     Condition        Report By
 TE0314  HISTORY     - 1964     MONUMENTED       CGS
 TE0314  HISTORY     - 1968     GOOD             DOD
 TE0314
 TE0314                          STATION DESCRIPTION
 TE0314
 TE0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0314'9.1 MI SW FROM MILTON.
 TE0314'ABOUT 0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE0314'STATION AT MILTON, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY 66,
 TE0314'THENCE 4.4 MILES SOUTH ALONG COUNTY ROAD 35, IN S 21, T 159 N, R 58 W,
 TE0314'78 FEET EAST OF THE CENTER LINE OF THE ROAD, 72 FEET NORTH OF THE
 TE0314'CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 3 FEET EAST OF A POWER
 TE0314'POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 TE0314'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 TE0314'INCHES.
 TE0314
 TE0314                          STATION RECOVERY (1968)
 TE0314
 TE0314'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0293 ***********************************************************************
 TE0293  DESIGNATION -  P 414
 TE0293  PID         -  TE0293
 TE0293  STATE/COUNTY-  ND/CAVALIER
 TE0293  USGS QUAD   -  BILLINGS LAKE (1972)
 TE0293
 TE0293                         *CURRENT SURVEY CONTROL
 TE0293  ___________________________________________________________________
 TE0293* NAD 83(1986)-  48 36 05.     (N)    098 29 33.     (W)     SCALED    
 TE0293* NAVD 88     -       477.428  (meters)    1566.36   (feet)  ADJUSTED  
 TE0293  ___________________________________________________________________
 TE0293  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 TE0293  DYNAMIC HT  -         477.526 (meters)    1566.68  (feet)  COMP
 TE0293  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 TE0293
 TE0293  VERT ORDER  -  SECOND    CLASS 0
 TE0293
 TE0293.The horizontal coordinates were scaled from a topographic map and have
 TE0293.an estimated accuracy of +/- 6 seconds.
 TE0293
 TE0293.The orthometric height was determined by differential leveling
 TE0293.and adjusted by the National Geodetic Survey in June 1991..
 TE0293
 TE0293.The geoid height was determined by GEOID03.
 TE0293
 TE0293.The dynamic height is computed by dividing the NAVD 88
 TE0293.geopotential number by the normal gravity value computed on the
 TE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0293.degrees latitude (g = 980.6199 gals.).
 TE0293
 TE0293.The modeled gravity was interpolated from observed gravity values.
 TE0293
 TE0293;                    North         East    Units  Estimated Accuracy
 TE0293;SPC ND N     -   179,980.      748,040.      MT  (+/- 180 meters Scaled)
 TE0293
 TE0293                          SUPERSEDED SURVEY CONTROL
 TE0293
 TE0293  NGVD 29 (??/??/92)  477.041  (m)         1565.09   (f) ADJ UNCH    2 0
 TE0293
 TE0293.Superseded values are not recommended for survey control.
 TE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0293.See file dsdata.txt to determine how the superseded data were derived.
 TE0293
 TE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU374832(NAD 83)
 TE0293_MARKER: DB = BENCH MARK DISK
 TE0293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0293_SP_SET: 18 FEET
 TE0293_STAMPING: P 414 1964
 TE0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0293
 TE0293  HISTORY     - Date     Condition        Report By
 TE0293  HISTORY     - 1964     MONUMENTED       CGS
 TE0293
 TE0293                          STATION DESCRIPTION
 TE0293
 TE0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0293'5.9 MI SE FROM LOMA.
 TE0293'ABOUT 2.9 MILES EAST ALONG CAVALIER COUNTY ROAD 66 FROM THE SOO LINE
 TE0293'RAILROAD STATION AT LOMA, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 TE0293'THENCE 1.0 MILE WEST ALONG A TRAIL ROAD, THENCE 1.0 MILE SOUTH ALONG A
 TE0293'GRAVELED ROAD, IN S 10, T 159 N, R 61 W, 57 FEET WEST OF THE CENTER
 TE0293'LINE OF THE ROAD, 13 FEET NORTH OF THE CENTER OF A GATE, 1 FOOT EAST
 TE0293'OF A FENCE 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW
 TE0293'THE LEVEL OF THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 TE0293'ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A 4-INCH
 TE0293'CAST IRON PIPE WHICH PROJECT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1040 ***********************************************************************
 TE1040  DESIGNATION -  P 415
 TE1040  PID         -  TE1040
 TE1040  STATE/COUNTY-  ND/CAVALIER
 TE1040  USGS QUAD   -  ALSEN SE (1970)
 TE1040
 TE1040                         *CURRENT SURVEY CONTROL
 TE1040  ___________________________________________________________________
 TE1040* NAD 83(1986)-  48 33 29.     (N)    098 36 01.     (W)     SCALED    
 TE1040* NAVD 88     -       475.607  (meters)    1560.39   (feet)  ADJUSTED  
 TE1040  ___________________________________________________________________
 TE1040  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 TE1040  DYNAMIC HT  -         475.702 (meters)    1560.70  (feet)  COMP
 TE1040  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 TE1040
 TE1040  VERT ORDER  -  SECOND    CLASS 0
 TE1040
 TE1040.The horizontal coordinates were scaled from a topographic map and have
 TE1040.an estimated accuracy of +/- 6 seconds.
 TE1040
 TE1040.The orthometric height was determined by differential leveling
 TE1040.and adjusted by the National Geodetic Survey in June 1991..
 TE1040
 TE1040.The geoid height was determined by GEOID03.
 TE1040
 TE1040.The dynamic height is computed by dividing the NAVD 88
 TE1040.geopotential number by the normal gravity value computed on the
 TE1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1040.degrees latitude (g = 980.6199 gals.).
 TE1040
 TE1040.The modeled gravity was interpolated from observed gravity values.
 TE1040
 TE1040;                    North         East    Units  Estimated Accuracy
 TE1040;SPC ND N     -   174,960.      740,210.      MT  (+/- 180 meters Scaled)
 TE1040
 TE1040                          SUPERSEDED SURVEY CONTROL
 TE1040
 TE1040  NGVD 29 (??/??/92)  475.214  (m)         1559.10   (f) ADJ UNCH    2 0
 TE1040
 TE1040.Superseded values are not recommended for survey control.
 TE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1040.See file dsdata.txt to determine how the superseded data were derived.
 TE1040
 TE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU294784(NAD 83)
 TE1040_MARKER: DB = BENCH MARK DISK
 TE1040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE1040_SP_SET: 18 FT
 TE1040_STAMPING: P 415 1964
 TE1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1040
 TE1040  HISTORY     - Date     Condition        Report By
 TE1040  HISTORY     - 1964     MONUMENTED       CGS
 TE1040
 TE1040                          STATION DESCRIPTION
 TE1040
 TE1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1040'6.3 MI NW FROM DERRICK.
 TE1040'ABOUT 2.7 MILES NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE
 TE1040'STATION AT DERRICK, THENCE 3.6 MILES NORTH ALONG A GRAVELED ROAD, OR
 TE1040'ABOUT 3.1 MILES WEST ALONG CAVALIER COUNTY ROAD 66 FROM THE SOO LINE
 TE1040'RAILROAD STATION AT LOMA, THENCE 0.5 MILE SOUTH ALONG A GRAVELED ROAD,
 TE1040'THENCE 2.5 MILES SOUTH ALONG A TRAIL ROAD, THENCE 2.0 MILES SOUTH
 TE1040'ALONG A GRAVELED ROAD, IN SECTION 25, T 159 N, R 62 W, 158 FEET EAST
 TE1040'OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER LINE OF A
 TE1040'GRAVELED ROAD, 3 FEET NORTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY
 TE1040'A GUY WIRE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 TE1040'THE LEVEL OF THE ROAD AND SET ON THE TOP OF A 5/8-INCH COPPER COATED
 TE1040'STEEL ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND ENCASED IN A 4-INCH
 TE1040'CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0522 ***********************************************************************
 TE0522  DESIGNATION -  P 416
 TE0522  PID         -  TE0522
 TE0522  STATE/COUNTY-  ND/WALSH
 TE0522  USGS QUAD   -  ADAMS SE (1972)
 TE0522
 TE0522                         *CURRENT SURVEY CONTROL
 TE0522  ___________________________________________________________________
 TE0522* NAD 83(1986)-  48 20 21.     (N)    098 04 31.     (W)     SCALED    
 TE0522* NAVD 88     -       474.625  (meters)    1557.17   (feet)  ADJUSTED  
 TE0522  ___________________________________________________________________
 TE0522  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 TE0522  DYNAMIC HT  -         474.715 (meters)    1557.46  (feet)  COMP
 TE0522  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TE0522
 TE0522  VERT ORDER  -  SECOND    CLASS 0
 TE0522
 TE0522.The horizontal coordinates were scaled from a topographic map and have
 TE0522.an estimated accuracy of +/- 6 seconds.
 TE0522
 TE0522.The orthometric height was determined by differential leveling
 TE0522.and adjusted by the National Geodetic Survey in June 1991..
 TE0522
 TE0522.The geoid height was determined by GEOID03.
 TE0522
 TE0522.The dynamic height is computed by dividing the NAVD 88
 TE0522.geopotential number by the normal gravity value computed on the
 TE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0522.degrees latitude (g = 980.6199 gals.).
 TE0522
 TE0522.The modeled gravity was interpolated from observed gravity values.
 TE0522
 TE0522;                    North         East    Units  Estimated Accuracy
 TE0522;SPC ND N     -   151,720.      779,720.      MT  (+/- 180 meters Scaled)
 TE0522
 TE0522                          SUPERSEDED SURVEY CONTROL
 TE0522
 TE0522  NGVD 29 (??/??/92)  474.247  (m)         1555.93   (f) ADJ UNCH    2 0
 TE0522
 TE0522.Superseded values are not recommended for survey control.
 TE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0522.See file dsdata.txt to determine how the superseded data were derived.
 TE0522
 TE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU685544(NAD 83)
 TE0522_MARKER: DB = BENCH MARK DISK
 TE0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TE0522_SP_SET: 18 FEET
 TE0522_STAMPING: P 416 1964
 TE0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE0522
 TE0522  HISTORY     - Date     Condition        Report By
 TE0522  HISTORY     - 1964     MONUMENTED       CGS
 TE0522
 TE0522                          STATION DESCRIPTION
 TE0522
 TE0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0522'5.8 MI S FROM ADAMS.
 TE0522'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 17 FROM THE SOO LINE RAILROAD
 TE0522'CROSSING AT ADAMS, THENCE 5.0 MILES SOUTH ALONG COUNTY ROAD 16, OR
 TE0522'ABOUT 7.1 MILES WEST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TE0522'ELEVATOR AT LANKIN, THENCE 2.0 MILES NORTH ALONG COUNTY ROAD 16, IN
 TE0522'SECTION 11, T 156 N, R 58 W, 68 FEET EAST OF THE CENTER LINE OF THE
 TE0522'ROAD, 10 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST TRAIL ROAD, 1.0
 TE0522'FOOT NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 TE0522'THE ROAD AND SET ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS
 TE0522'DRIVEN TO A DEPTH OF 18 FEET AND ENCASED IN A 4-INCH CAST IRON PIPE
 TE0522'WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0399 ***********************************************************************
 TD0399  DESIGNATION -  P 417
 TD0399  PID         -  TD0399
 TD0399  STATE/COUNTY-  ND/WALSH
 TD0399  USGS QUAD   -  EDINBURG NW (1972)
 TD0399
 TD0399                         *CURRENT SURVEY CONTROL
 TD0399  ___________________________________________________________________
 TD0399* NAD 83(1986)-  48 29 32.     (N)    097 54 42.     (W)     SCALED    
 TD0399* NAVD 88     -       375.606  (meters)    1232.30   (feet)  ADJUSTED  
 TD0399  ___________________________________________________________________
 TD0399  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 TD0399  DYNAMIC HT  -         375.683 (meters)    1232.55  (feet)  COMP
 TD0399  MODELED GRAV-     980,805.4   (mgal)                       NAVD 88
 TD0399
 TD0399  VERT ORDER  -  SECOND    CLASS 0
 TD0399
 TD0399.The horizontal coordinates were scaled from a topographic map and have
 TD0399.an estimated accuracy of +/- 6 seconds.
 TD0399
 TD0399.The orthometric height was determined by differential leveling
 TD0399.and adjusted by the National Geodetic Survey in June 1991..
 TD0399
 TD0399.The geoid height was determined by GEOID03.
 TD0399
 TD0399.The dynamic height is computed by dividing the NAVD 88
 TD0399.geopotential number by the normal gravity value computed on the
 TD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0399.degrees latitude (g = 980.6199 gals.).
 TD0399
 TD0399.The modeled gravity was interpolated from observed gravity values.
 TD0399
 TD0399;                    North         East    Units  Estimated Accuracy
 TD0399;SPC ND N     -   169,130.      791,270.      MT  (+/- 180 meters Scaled)
 TD0399
 TD0399                          SUPERSEDED SURVEY CONTROL
 TD0399
 TD0399  NGVD 29 (??/??/92)  375.238  (m)         1231.09   (f) ADJ UNCH    2 0
 TD0399
 TD0399.Superseded values are not recommended for survey control.
 TD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0399.See file dsdata.txt to determine how the superseded data were derived.
 TD0399
 TD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU804715(NAD 83)
 TD0399_MARKER: DB = BENCH MARK DISK
 TD0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0399_SP_SET: CULVERT
 TD0399_STAMPING: P 417 1964
 TD0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0399
 TD0399  HISTORY     - Date     Condition        Report By
 TD0399  HISTORY     - 1964     MONUMENTED       CGS
 TD0399
 TD0399                          STATION DESCRIPTION
 TD0399
 TD0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0399'2.4 MI W FROM EDINBURG.
 TD0399'ABOUT 2.4 MILES WEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE AT
 TD0399'EDINBURG, IN SECTION 19, T 158 N, R 56 W, ABOUT 0.7 MILE EAST OF AN
 TD0399'INTERSECTION OF COUNTY ROAD 9 AND A GRAVELED ROAD, 19 FEET SOUTH OF
 TD0399'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 TD0399'SOUTH CONCRETE HEADWALL OF A 20-FOOT DOUBLE-CHANNEL CONCRETE BOX
 TD0399'CULVERT, 1 FOOT WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 1 FOOT
 TD0399'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0458 ***********************************************************************
 TD0458  DESIGNATION -  P 418
 TD0458  PID         -  TD0458
 TD0458  STATE/COUNTY-  ND/WALSH
 TD0458  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0458
 TD0458                         *CURRENT SURVEY CONTROL
 TD0458  ___________________________________________________________________
 TD0458* NAD 83(1986)-  48 18 38.     (N)    097 51 36.     (W)     SCALED    
 TD0458* NAVD 88     -       359.877  (meters)    1180.70   (feet)  ADJUSTED  
 TD0458  ___________________________________________________________________
 TD0458  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 TD0458  DYNAMIC HT  -         359.956 (meters)    1180.96  (feet)  COMP
 TD0458  MODELED GRAV-     980,820.4   (mgal)                       NAVD 88
 TD0458
 TD0458  VERT ORDER  -  SECOND    CLASS 0
 TD0458
 TD0458.The horizontal coordinates were scaled from a topographic map and have
 TD0458.an estimated accuracy of +/- 6 seconds.
 TD0458
 TD0458.The orthometric height was determined by differential leveling
 TD0458.and adjusted by the National Geodetic Survey in June 1991..
 TD0458
 TD0458.The geoid height was determined by GEOID03.
 TD0458
 TD0458.The dynamic height is computed by dividing the NAVD 88
 TD0458.geopotential number by the normal gravity value computed on the
 TD0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0458.degrees latitude (g = 980.6199 gals.).
 TD0458
 TD0458.The modeled gravity was interpolated from observed gravity values.
 TD0458
 TD0458;                    North         East    Units  Estimated Accuracy
 TD0458;SPC ND N     -   149,070.      795,780.      MT  (+/- 180 meters Scaled)
 TD0458
 TD0458                          SUPERSEDED SURVEY CONTROL
 TD0458
 TD0458  NGVD 29 (??/??/92)  359.525  (m)         1179.54   (f) ADJ UNCH    2 0
 TD0458
 TD0458.Superseded values are not recommended for survey control.
 TD0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0458.See file dsdata.txt to determine how the superseded data were derived.
 TD0458
 TD0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU845514(NAD 83)
 TD0458_MARKER: DB = BENCH MARK DISK
 TD0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0458_STAMPING: P 418 1964
 TD0458_MARK LOGO: CGS   
 TD0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 TD0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0458+STABILITY: SURFACE MOTION
 TD0458
 TD0458  HISTORY     - Date     Condition        Report By
 TD0458  HISTORY     - 1964     MONUMENTED       CGS
 TD0458  HISTORY     - 19990722 SEE DESCRIPTION  NRCS
 TD0458
 TD0458                          STATION DESCRIPTION
 TD0458
 TD0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0458'2.9 MI E FROM LANKIN.
 TD0458'2.9 MI E OF LANKIN NORTHEAST CORNER OF INTERSECTION OF STATE HIGHWAY
 TD0458'32 AND A COUNTY ROAD RUNNING EAST AND WEST.  NOTE-- ONLY AVAILABLE
 TD0458'DESCRIPTION AT THIS TIME.
 TD0458
 TD0458                          STATION RECOVERY (1999)
 TD0458
 TD0458'RECOVERY NOTE BY NATL RESOUR CONSERV 1999 (TH)
 TD0458'THE CAP IS LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 21, TOWNSHIP
 TD0458'T156N, RANGE 56W.  PROCEED APPROXIMATELY 3 MILES EAST ALONG COUNTY
 TD0458'ROAD 15 FROM THE FARMERS UNION ELEVATOR AT LANKIN.  IT IS
 TD0458'APPROXIMATELY 100 FT E OF CENTERLINE OF NORTH DAKOTA STATE HIGHWAY 32,
 TD0458'197 FT N OF CENTERLINE OF PAVED WALSH COUNTY HIGHWAY 15, HIGHWAY 32
 TD0458'RUNS NORTH TO SOUTH, AND COUNTY ROAD RUNS EAST TO WEST.  IT IS
 TD0458'APPROXIMATELY 3 FT BELOW LEVEL OF HIGHWAY 32.  THE CAP IS ON A COPPER
 TD0458'ROD AND ENCLOSED IN A 4-INCH STEEL PIPE.  IT IS APPROXIMATELY 1 FT S
 TD0458'OF WITNESS POST.  DISK IS PROJECTING 3 INCHES ABOVE GROUND LEVEL AND
 TD0458'IS SLIGHTLY DAMAGED.  THE DISK IS ON EAST EDGE OF STATE HIGHWAY ROAD
 TD0458'DITCH IN LINE WITH POWER LINE.  ROD DEPTH IS UNKNOWN.  NOTE--RECOMMEND
 TD0458'RECHECKING ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0903 ***********************************************************************
 TD0903  DESIGNATION -  P 419 RESET
 TD0903  PID         -  TD0903
 TD0903  STATE/COUNTY-  ND/WALSH
 TD0903  USGS QUAD   -  LANKIN (1972)
 TD0903
 TD0903                         *CURRENT SURVEY CONTROL
 TD0903  ___________________________________________________________________
 TD0903* NAD 83(1986)-  48 18 38.     (N)    097 54 18.     (W)     SCALED    
 TD0903* NAVD 88     -       385.96   (meters)    1266.3    (feet)  RESET     
 TD0903  ___________________________________________________________________
 TD0903  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 TD0903
 TD0903  VERT ORDER  -  THIRD
 TD0903
 TD0903.The horizontal coordinates were scaled from a topographic map and have
 TD0903.an estimated accuracy of +/- 6 seconds.
 TD0903
 TD0903.The orthometric height was computed from unverified reset data.
 TD0903.No vertical observational check was made to the station.
 TD0903
 TD0903.The geoid height was determined by GEOID03.
 TD0903
 TD0903;                    North         East    Units  Estimated Accuracy
 TD0903;SPC ND N     -   148,950.      792,440.      MT  (+/- 180 meters Scaled)
 TD0903
 TD0903                          SUPERSEDED SURVEY CONTROL
 TD0903
 TD0903  NGVD 29 (11/04/04)  385.61   (m)         1265.1    (f) RESET       3  
 TD0903
 TD0903.Superseded values are not recommended for survey control.
 TD0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0903.See file dsdata.txt to determine how the superseded data were derived.
 TD0903
 TD0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU811513(NAD 83)
 TD0903_MARKER: DB = BENCH MARK DISK
 TD0903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0903_SP_SET: HEADWALL
 TD0903_STAMPING: P 419 RESET 1978
 TD0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0903+STABILITY: SURFACE MOTION
 TD0903
 TD0903  HISTORY     - Date     Condition        Report By
 TD0903  HISTORY     - 1978     MONUMENTED       NDHD
 TD0903
 TD0903                          STATION DESCRIPTION
 TD0903
 TD0903'DESCRIBED BY NORTH DAKOTA HIGHWAY DEPARTMENT 1978
 TD0903'0.8 MI EAST FROM LANKIN.
 TD0903'0.8 MILE EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION ELEVATOR
 TD0903'IN LANKIN, IN THE CENTER OF THE NORTH HEADWALL OF A BRIDGE OVER
 TD0903'A SMALL STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0029 ***********************************************************************
 RR0029  DESIGNATION -  P 42
 RR0029  PID         -  RR0029
 RR0029  STATE/COUNTY-  ND/EMMONS
 RR0029  USGS QUAD   -  DANA (1975)
 RR0029
 RR0029                         *CURRENT SURVEY CONTROL
 RR0029  ___________________________________________________________________
 RR0029* NAD 83(1986)-  46 36 47.     (N)    100 10 10.     (W)     SCALED    
 RR0029* NAVD 88     -       571.662  (meters)    1875.53   (feet)  ADJUSTED  
 RR0029  ___________________________________________________________________
 RR0029  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 RR0029  DYNAMIC HT  -         571.664 (meters)    1875.53  (feet)  COMP
 RR0029  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 RR0029
 RR0029  VERT ORDER  -  SECOND    CLASS 0
 RR0029
 RR0029.The horizontal coordinates were scaled from a topographic map and have
 RR0029.an estimated accuracy of +/- 6 seconds.
 RR0029
 RR0029.The orthometric height was determined by differential leveling
 RR0029.and adjusted by the National Geodetic Survey in June 1991..
 RR0029
 RR0029.The geoid height was determined by GEOID03.
 RR0029
 RR0029.The dynamic height is computed by dividing the NAVD 88
 RR0029.geopotential number by the normal gravity value computed on the
 RR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0029.degrees latitude (g = 980.6199 gals.).
 RR0029
 RR0029.The modeled gravity was interpolated from observed gravity values.
 RR0029
 RR0029;                    North         East    Units  Estimated Accuracy
 RR0029;SPC ND S     -   105,250.      625,320.      MT  (+/- 180 meters Scaled)
 RR0029
 RR0029                          SUPERSEDED SURVEY CONTROL
 RR0029
 RR0029  NGVD 29 (??/??/92)  571.237  (m)         1874.13   (f) ADJ UNCH    2 0
 RR0029
 RR0029.Superseded values are not recommended for survey control.
 RR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0029.See file dsdata.txt to determine how the superseded data were derived.
 RR0029
 RR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS104628(NAD 83)
 RR0029_MARKER: DB = BENCH MARK DISK
 RR0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0029_STAMPING: P 42 1834
 RR0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0029+STABILITY: SURFACE MOTION
 RR0029
 RR0029  HISTORY     - Date     Condition        Report By
 RR0029  HISTORY     - 1934     MONUMENTED       CGS
 RR0029  HISTORY     - 1959     GOOD             NGS
 RR0029
 RR0029                          STATION DESCRIPTION
 RR0029
 RR0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 RR0029'5.4 MI NW FROM BRADDOCK.
 RR0029'5.4 MILES NORTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RR0029'MARIE RAILWAY FROM THE STATION AT BRADDOCK, EMMONS COUNTY, ABOUT 13
 RR0029'POLES SOUTHEAST OF MILEPOST 385, AT THE NORTHWEST END OF SPUR E-384,
 RR0029'35 FEET NORTH OF THE NORTHEAST END OF THE SPUR, 45 FEET NORTHEAST OF
 RR0029'THE CENTER LINE OF THE TRACK, 4 FEET SOUTH OF A POLE, AND ABOUT 2 FEET
 RR0029'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED P 42 1934 AND SET IN
 RR0029'THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD SPUR HAS BEEN REMOVED.
 RR0029'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 RR0029'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0457 ***********************************************************************
 TD0457  DESIGNATION -  P 420
 TD0457  PID         -  TD0457
 TD0457  STATE/COUNTY-  ND/WALSH
 TD0457  USGS QUAD   -  PLEASANT VALLEY (1963)
 TD0457
 TD0457                         *CURRENT SURVEY CONTROL
 TD0457  ___________________________________________________________________
 TD0457* NAD 83(1986)-  48 18 38.     (N)    097 51 58.     (W)     SCALED    
 TD0457* NAVD 88     -       359.870  (meters)    1180.67   (feet)  ADJUSTED  
 TD0457  ___________________________________________________________________
 TD0457  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 TD0457  DYNAMIC HT  -         359.949 (meters)    1180.93  (feet)  COMP
 TD0457  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 TD0457
 TD0457  VERT ORDER  -  SECOND    CLASS 0
 TD0457
 TD0457.The horizontal coordinates were scaled from a topographic map and have
 TD0457.an estimated accuracy of +/- 6 seconds.
 TD0457
 TD0457.The orthometric height was determined by differential leveling
 TD0457.and adjusted by the National Geodetic Survey in June 1991..
 TD0457
 TD0457.The geoid height was determined by GEOID03.
 TD0457
 TD0457.The dynamic height is computed by dividing the NAVD 88
 TD0457.geopotential number by the normal gravity value computed on the
 TD0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0457.degrees latitude (g = 980.6199 gals.).
 TD0457
 TD0457.The modeled gravity was interpolated from observed gravity values.
 TD0457
 TD0457;                    North         East    Units  Estimated Accuracy
 TD0457;SPC ND N     -   149,050.      795,320.      MT  (+/- 180 meters Scaled)
 TD0457
 TD0457                          SUPERSEDED SURVEY CONTROL
 TD0457
 TD0457  NGVD 29 (??/??/92)  359.519  (m)         1179.52   (f) ADJ UNCH    2 0
 TD0457
 TD0457.Superseded values are not recommended for survey control.
 TD0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0457.See file dsdata.txt to determine how the superseded data were derived.
 TD0457
 TD0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU840514(NAD 83)
 TD0457_MARKER: DB = BENCH MARK DISK
 TD0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0457_STAMPING: P 420 1964
 TD0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0457+STABILITY: SURFACE MOTION
 TD0457
 TD0457  HISTORY     - Date     Condition        Report By
 TD0457  HISTORY     - 1964     MONUMENTED       CGS
 TD0457
 TD0457                          STATION DESCRIPTION
 TD0457
 TD0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TD0457'2.6 MI E FROM LANKIN.
 TD0457'ABOUT 2.6 MILES EAST ALONG COUNTY ROAD 15 FROM THE FARMERS UNION
 TD0457'ELEVATOR AT LANKIN, IN S 29, T 156 N, R 56 W, ABOUT 0.25 MILE WEST OF
 TD0457'THE INTERSECTION OF STATE HIGHWAY 32, AT THE JUNCTION OF A DRIVE
 TD0457'LEADING SOUTH TO A CULTIVATED FIELD, 51 FEET SOUTH OF THE CENTER LINE
 TD0457'OF THE ROAD, 27 FEET WEST OF THE CENTER LINE OF THE DRIVE, 21 FEET
 TD0457'SOUTHEAST OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER THE DRIVE,
 TD0457'2 FEET NORTH OF A FENCE LINE, 1.4 FEET WEST OF A METAL WITNESS POST,
 TD0457'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 TD0457'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0159 ***********************************************************************
 RQ0159  DESIGNATION -  P 43
 RQ0159  PID         -  RQ0159
 RQ0159  STATE/COUNTY-  ND/LA MOURE
 RQ0159  USGS QUAD   -  KULM (1982)
 RQ0159
 RQ0159                         *CURRENT SURVEY CONTROL
 RQ0159  ___________________________________________________________________
 RQ0159* NAD 83(1986)-  46 18 25.     (N)    098 58 30.     (W)     SCALED    
 RQ0159* NAVD 88     -       600.238  (meters)    1969.28   (feet)  ADJUSTED  
 RQ0159  ___________________________________________________________________
 RQ0159  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 RQ0159  DYNAMIC HT  -         600.211 (meters)    1969.19  (feet)  COMP
 RQ0159  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 RQ0159
 RQ0159  VERT ORDER  -  SECOND    CLASS 0
 RQ0159
 RQ0159.The horizontal coordinates were scaled from a topographic map and have
 RQ0159.an estimated accuracy of +/- 6 seconds.
 RQ0159
 RQ0159.The orthometric height was determined by differential leveling
 RQ0159.and adjusted by the National Geodetic Survey in June 1991..
 RQ0159
 RQ0159.The geoid height was determined by GEOID03.
 RQ0159
 RQ0159.The dynamic height is computed by dividing the NAVD 88
 RQ0159.geopotential number by the normal gravity value computed on the
 RQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0159.degrees latitude (g = 980.6199 gals.).
 RQ0159
 RQ0159.The modeled gravity was interpolated from observed gravity values.
 RQ0159
 RQ0159;                    North         East    Units  Estimated Accuracy
 RQ0159;SPC ND S     -    72,310.      717,470.      MT  (+/- 180 meters Scaled)
 RQ0159
 RQ0159                          SUPERSEDED SURVEY CONTROL
 RQ0159
 RQ0159  NGVD 29 (??/??/92)  599.802  (m)         1967.85   (f) ADJ UNCH    2 0
 RQ0159
 RQ0159.Superseded values are not recommended for survey control.
 RQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0159.See file dsdata.txt to determine how the superseded data were derived.
 RQ0159
 RQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS019281(NAD 83)
 RQ0159_MARKER: DB = BENCH MARK DISK
 RQ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0159_STAMPING: P 43 1934
 RQ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0159+STABILITY: SURFACE MOTION
 RQ0159
 RQ0159  HISTORY     - Date     Condition        Report By
 RQ0159  HISTORY     - 1934     MONUMENTED       CGS
 RQ0159
 RQ0159                          STATION DESCRIPTION
 RQ0159
 RQ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0159'1.2 MI W FROM KULM.
 RQ0159'1.2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RQ0159'RAILROAD FROM THE STATION AT KULM, LA MOURE COUNTY, 15 POLES EAST OF
 RQ0159'MILEPOST 312, ONE POLE EAST OF CULVERT S 311 P, ONE POLE WEST OF A
 RQ0159'PUBLIC-ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE TRACK, 9
 RQ0159'FEET SOUTH OF A FENCE, 5 FEET EAST OF A POLE, AND ABOUT 4 FEET LOWER
 RQ0159'THAN THE RAIL.  A STANDARD DISK, STAMPED P 43 1934 AND SET IN THE TOP
 RQ0159'OF A CONCRETE POST.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RQ0159'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0546 ***********************************************************************
 SL0546  DESIGNATION -  P 434
 SL0546  PID         -  SL0546
 SL0546  STATE/COUNTY-  ND/TRAILL
 SL0546  USGS QUAD   -  MAYVILLE SOUTH (1981)
 SL0546
 SL0546                         *CURRENT SURVEY CONTROL
 SL0546  ___________________________________________________________________
 SL0546* NAD 83(1986)-  47 29 50.     (N)    097 17 00.     (W)     SCALED    
 SL0546* NAVD 88     -       295.566  (meters)     969.70   (feet)  ADJUSTED  
 SL0546  ___________________________________________________________________
 SL0546  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 SL0546  DYNAMIC HT  -         295.605 (meters)     969.83  (feet)  COMP
 SL0546  MODELED GRAV-     980,736.3   (mgal)                       NAVD 88
 SL0546
 SL0546  VERT ORDER  -  SECOND    CLASS 0
 SL0546
 SL0546.The horizontal coordinates were scaled from a topographic map and have
 SL0546.an estimated accuracy of +/- 6 seconds.
 SL0546
 SL0546.The orthometric height was determined by differential leveling
 SL0546.and adjusted by the National Geodetic Survey in June 1991..
 SL0546
 SL0546.The geoid height was determined by GEOID03.
 SL0546
 SL0546.The dynamic height is computed by dividing the NAVD 88
 SL0546.geopotential number by the normal gravity value computed on the
 SL0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0546.degrees latitude (g = 980.6199 gals.).
 SL0546
 SL0546.The modeled gravity was interpolated from observed gravity values.
 SL0546
 SL0546;                    North         East    Units  Estimated Accuracy
 SL0546;SPC ND N     -    60,340.      842,300.      MT  (+/- 180 meters Scaled)
 SL0546
 SL0546                          SUPERSEDED SURVEY CONTROL
 SL0546
 SL0546  NGVD 29 (??/??/92)  295.220  (m)          968.57   (f) ADJ UNCH    2 0
 SL0546
 SL0546.Superseded values are not recommended for survey control.
 SL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0546.See file dsdata.txt to determine how the superseded data were derived.
 SL0546
 SL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT292618(NAD 83)
 SL0546_MARKER: DB = BENCH MARK DISK
 SL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0546_STAMPING: P 434 1964
 SL0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0546+STABILITY: SURFACE MOTION
 SL0546
 SL0546  HISTORY     - Date     Condition        Report By
 SL0546  HISTORY     - 1964     MONUMENTED       CGS
 SL0546  HISTORY     - 1967     GOOD             USAF
 SL0546
 SL0546                          STATION DESCRIPTION
 SL0546
 SL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0546'2.0 MI E FROM MAYVILLE.
 SL0546'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 SL0546'MAYVILLE, THENCE 1.9 MILES EAST ALONG STATE HIGHWAY 7, IN S 4, T 46 N,
 SL0546'R 52 W, 123 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET WEST
 SL0546'OF THE CENTER LINE OF TRAILL COUNTY ROAD 12, 26 FEET SOUTH OF A
 SL0546'TELEPHONE POLE, 19 FEET SOUTH OF THE NORTHEAST CORNER OF A FENCE
 SL0546'AROUND A LARGE GROUP OF GRAIN BINS, 1 FOOT EAST OF A FENCE, 1.0 FOOT
 SL0546'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 SL0546'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 SL0546
 SL0546                          STATION RECOVERY (1967)
 SL0546
 SL0546'RECOVERY NOTE BY US AIR FORCE 1967
 SL0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0014 ***********************************************************************
 RQ0014  DESIGNATION -  P 435
 RQ0014  PID         -  RQ0014
 RQ0014  STATE/COUNTY-  ND/BARNES
 RQ0014  USGS QUAD   -  VALLEY CITY WEST (1961)
 RQ0014
 RQ0014                         *CURRENT SURVEY CONTROL
 RQ0014  ___________________________________________________________________
 RQ0014* NAD 83(1986)-  46 53 32.     (N)    098 07 22.     (W)     SCALED    
 RQ0014* NAVD 88     -       443.324  (meters)    1454.47   (feet)  ADJUSTED  
 RQ0014  ___________________________________________________________________
 RQ0014  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 RQ0014  DYNAMIC HT  -         443.355 (meters)    1454.57  (feet)  COMP
 RQ0014  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 RQ0014
 RQ0014  VERT ORDER  -  FIRST     CLASS II
 RQ0014
 RQ0014.The horizontal coordinates were scaled from a topographic map and have
 RQ0014.an estimated accuracy of +/- 6 seconds.
 RQ0014
 RQ0014.The orthometric height was determined by differential leveling
 RQ0014.and adjusted by the National Geodetic Survey in June 1991..
 RQ0014
 RQ0014.The geoid height was determined by GEOID03.
 RQ0014
 RQ0014.The dynamic height is computed by dividing the NAVD 88
 RQ0014.geopotential number by the normal gravity value computed on the
 RQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0014.degrees latitude (g = 980.6199 gals.).
 RQ0014
 RQ0014.The modeled gravity was interpolated from observed gravity values.
 RQ0014
 RQ0014;                    North         East    Units  Estimated Accuracy
 RQ0014;SPC ND S     -   138,970.      781,130.      MT  (+/- 180 meters Scaled)
 RQ0014
 RQ0014                          SUPERSEDED SURVEY CONTROL
 RQ0014
 RQ0014  NGVD 29 (??/??/92)  442.950  (m)         1453.25   (f) ADJ UNCH    1 2
 RQ0014
 RQ0014.Superseded values are not recommended for survey control.
 RQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0014.See file dsdata.txt to determine how the superseded data were derived.
 RQ0014
 RQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS668935(NAD 83)
 RQ0014_MARKER: DB = BENCH MARK DISK
 RQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0014_STAMPING: P 435 1964
 RQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0014+STABILITY: SURFACE MOTION
 RQ0014
 RQ0014  HISTORY     - Date     Condition        Report By
 RQ0014  HISTORY     - 1964     MONUMENTED       CGS
 RQ0014  HISTORY     - 1982     GOOD             NGS
 RQ0014
 RQ0014                          STATION DESCRIPTION
 RQ0014
 RQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0014'7.9 MI SE FROM SANBORN.
 RQ0014'ABOUT 4.65 MILES EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0014'STATION AT SANBORN, THENCE 0.2 MILE SOUTH ALONG A GRAVELED ROAD,
 RQ0014'THENCE 2.05 MILES SOUTH ALONG A TRAIL ROAD, THENCE 1.0 MILE SOUTH
 RQ0014'ALONG A GRAVELED ROAD, IN S 34, T 140 N, R 59 W, ABOUT 1.0 MILE SOUTH
 RQ0014'OF U.S. HIGHWAYS 10 AND 52 AND INTERSTATE HIGHWAY 94, 71 FEET EAST OF
 RQ0014'THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE OF A
 RQ0014'TRAIL ROAD LEADING EAST, 37 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH
 RQ0014'OF A FENCE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 RQ0014'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RQ0014'PROJECTING 6 INCHES.
 RQ0014
 RQ0014                          STATION RECOVERY (1982)
 RQ0014
 RQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0154 ***********************************************************************
 TF0154  DESIGNATION -  P 436
 TF0154  PID         -  TF0154
 TF0154  STATE/COUNTY-  ND/PIERCE
 TF0154  USGS QUAD   -  LEVERICH (1954)
 TF0154
 TF0154                         *CURRENT SURVEY CONTROL
 TF0154  ___________________________________________________________________
 TF0154* NAD 83(1986)-  48 22 51.     (N)    100 01 16.     (W)     SCALED    
 TF0154* NAVD 88     -       471.140  (meters)    1545.73   (feet)  ADJUSTED  
 TF0154  ___________________________________________________________________
 TF0154  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 TF0154  DYNAMIC HT  -         471.235 (meters)    1546.04  (feet)  COMP
 TF0154  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 TF0154
 TF0154  VERT ORDER  -  FIRST     CLASS II
 TF0154
 TF0154.The horizontal coordinates were scaled from a topographic map and have
 TF0154.an estimated accuracy of +/- 6 seconds.
 TF0154
 TF0154.The orthometric height was determined by differential leveling
 TF0154.and adjusted by the National Geodetic Survey in June 1991..
 TF0154
 TF0154.The geoid height was determined by GEOID03.
 TF0154
 TF0154.The dynamic height is computed by dividing the NAVD 88
 TF0154.geopotential number by the normal gravity value computed on the
 TF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0154.degrees latitude (g = 980.6199 gals.).
 TF0154
 TF0154.The modeled gravity was interpolated from observed gravity values.
 TF0154
 TF0154;                    North         East    Units  Estimated Accuracy
 TF0154;SPC ND N     -   153,640.      635,470.      MT  (+/- 180 meters Scaled)
 TF0154
 TF0154                          SUPERSEDED SURVEY CONTROL
 TF0154
 TF0154  NGVD 29 (??/??/92)  470.786  (m)         1544.57   (f) ADJ UNCH    1 2
 TF0154
 TF0154.Superseded values are not recommended for survey control.
 TF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0154.See file dsdata.txt to determine how the superseded data were derived.
 TF0154
 TF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU243591(NAD 83)
 TF0154_MARKER: DB = BENCH MARK DISK
 TF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0154_STAMPING: P 436 1964
 TF0154_MARK LOGO: CGS   
 TF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0154+STABILITY: SURFACE MOTION
 TF0154
 TF0154  HISTORY     - Date     Condition        Report By
 TF0154  HISTORY     - 1964     MONUMENTED       CGS
 TF0154  HISTORY     - 1982     GOOD             NGS
 TF0154
 TF0154                          STATION DESCRIPTION
 TF0154
 TF0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0154'1.5 MI NW FROM RUGBY.
 TF0154'ABOUT 0.5 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0154'AT RUGBY, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 3 AND A BRANCH
 TF0154'LINE OF THE GREAT NORTHERN RAILWAY, IN S 36, T 157 N, R 73 W, 4 POLES
 TF0154'NORTHWEST OF MILEPOST 1, 52 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 TF0154'119 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF A
 TF0154'TELEGRAPH POLE, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 TF0154'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 TF0154'INCHES.
 TF0154
 TF0154                          STATION RECOVERY (1982)
 TF0154
 TF0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0154'RECOVERED THIS DATE, NOTE, 3.9 KM (2.4 MI) NORTHERLY ALONG STATE
 TF0154'ROUTE 3 FROM THE JUNCTION OF U.S. HIGHWAY 2 AT THE SOUTH EDGE OF
 TF0154'RUGBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0268 ***********************************************************************
 TF0268  DESIGNATION -  P 437
 TF0268  PID         -  TF0268
 TF0268  STATE/COUNTY-  ND/MCHENRY
 TF0268  USGS QUAD   -  DENBIGH (1981)
 TF0268
 TF0268                         *CURRENT SURVEY CONTROL
 TF0268  ___________________________________________________________________
 TF0268* NAD 83(1986)-  48 19 15.     (N)    100 32 53.     (W)     SCALED    
 TF0268* NAVD 88     -       452.670  (meters)    1485.13   (feet)  ADJUSTED  
 TF0268  ___________________________________________________________________
 TF0268  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 TF0268  DYNAMIC HT  -         452.755 (meters)    1485.41  (feet)  COMP
 TF0268  MODELED GRAV-     980,785.4   (mgal)                       NAVD 88
 TF0268
 TF0268  VERT ORDER  -  FIRST     CLASS II
 TF0268
 TF0268.The horizontal coordinates were scaled from a topographic map and have
 TF0268.an estimated accuracy of +/- 6 seconds.
 TF0268
 TF0268.The orthometric height was determined by differential leveling
 TF0268.and adjusted by the National Geodetic Survey in June 1991..
 TF0268
 TF0268.The geoid height was determined by GEOID03.
 TF0268
 TF0268.The dynamic height is computed by dividing the NAVD 88
 TF0268.geopotential number by the normal gravity value computed on the
 TF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0268.degrees latitude (g = 980.6199 gals.).
 TF0268
 TF0268.The modeled gravity was interpolated from observed gravity values.
 TF0268
 TF0268;                    North         East    Units  Estimated Accuracy
 TF0268;SPC ND N     -   146,850.      596,440.      MT  (+/- 180 meters Scaled)
 TF0268
 TF0268                          SUPERSEDED SURVEY CONTROL
 TF0268
 TF0268  NGVD 29 (??/??/92)  452.286  (m)         1483.88   (f) ADJ UNCH    1 2
 TF0268
 TF0268.Superseded values are not recommended for survey control.
 TF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0268.See file dsdata.txt to determine how the superseded data were derived.
 TF0268
 TF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU852531(NAD 83)
 TF0268_MARKER: DB = BENCH MARK DISK
 TF0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0268_STAMPING: P 437 1964
 TF0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0268+STABILITY: SURFACE MOTION
 TF0268
 TF0268  HISTORY     - Date     Condition        Report By
 TF0268  HISTORY     - 1964     MONUMENTED       CGS
 TF0268  HISTORY     - 1982     MARK NOT FOUND   NGS
 TF0268
 TF0268                          STATION DESCRIPTION
 TF0268
 TF0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TF0268'2.0 MI E FROM DENBIGH.
 TF0268'ABOUT 2.0 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TF0268'AT DENBIGH, IN S 22, T 156 N, R 77 W, 4 POLES WEST OF MILEPOST 168, 96
 TF0268'FEET NORTH OF THE NORTH RAIL, 35 FEET NORTH OF A TELEPHONE POLE, 1 1/2
 TF0268'FEET SOUTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT 4
 TF0268'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 TF0268'POST PROJECTING 6 INCHES.
 TF0268
 TF0268                          STATION RECOVERY (1982)
 TF0268
 TF0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TF0268'NOT SEARCHED FOR, OFF MAIN LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0060 ***********************************************************************
 RQ0060  DESIGNATION -  P 44
 RQ0060  PID         -  RQ0060
 RQ0060  STATE/COUNTY-  ND/LA MOURE
 RQ0060  USGS QUAD   -  BERLIN (1956)
 RQ0060
 RQ0060                         *CURRENT SURVEY CONTROL
 RQ0060  ___________________________________________________________________
 RQ0060* NAD 83(1986)-  46 22 38.     (N)    098 29 41.     (W)     SCALED    
 RQ0060* NAVD 88     -       448.776  (meters)    1472.36   (feet)  ADJUSTED  
 RQ0060  ___________________________________________________________________
 RQ0060  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 RQ0060  DYNAMIC HT  -         448.778 (meters)    1472.37  (feet)  COMP
 RQ0060  MODELED GRAV-     980,603.5   (mgal)                       NAVD 88
 RQ0060
 RQ0060  VERT ORDER  -  SECOND    CLASS 0
 RQ0060
 RQ0060.The horizontal coordinates were scaled from a topographic map and have
 RQ0060.an estimated accuracy of +/- 6 seconds.
 RQ0060
 RQ0060.The orthometric height was determined by differential leveling
 RQ0060.and adjusted by the National Geodetic Survey in June 1991..
 RQ0060
 RQ0060.The geoid height was determined by GEOID03.
 RQ0060
 RQ0060.The dynamic height is computed by dividing the NAVD 88
 RQ0060.geopotential number by the normal gravity value computed on the
 RQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0060.degrees latitude (g = 980.6199 gals.).
 RQ0060
 RQ0060.The modeled gravity was interpolated from observed gravity values.
 RQ0060
 RQ0060;                    North         East    Units  Estimated Accuracy
 RQ0060;SPC ND S     -    80,950.      754,260.      MT  (+/- 180 meters Scaled)
 RQ0060
 RQ0060                          SUPERSEDED SURVEY CONTROL
 RQ0060
 RQ0060  NGVD 29 (??/??/92)  448.427  (m)         1471.21   (f) ADJ UNCH    2 0
 RQ0060
 RQ0060.Superseded values are not recommended for survey control.
 RQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0060.See file dsdata.txt to determine how the superseded data were derived.
 RQ0060
 RQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS388360(NAD 83)
 RQ0060_MARKER: DB = BENCH MARK DISK
 RQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0060_STAMPING: P 44 1934
 RQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0060+STABILITY: SURFACE MOTION
 RQ0060
 RQ0060  HISTORY     - Date     Condition        Report By
 RQ0060  HISTORY     - 1934     MONUMENTED       CGS
 RQ0060
 RQ0060                          STATION DESCRIPTION
 RQ0060
 RQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RQ0060'IN BERLIN.
 RQ0060'AT BERLIN, LA MOURE COUNTY, ON THE NORTHERN PACIFIC RAILWAY, ABOUT 5
 RQ0060'POLES WEST OF THE STATION, ABOUT 8 POLES WEST OF MILEPOST 97, AT A
 RQ0060'ROAD CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET
 RQ0060'NORTH OF THE CENTER LINE OF THE TRACKS, AND 5 FEET WEST OF A
 RQ0060'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED P 44 1934 AND SET
 RQ0060'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0614 ***********************************************************************
 SL0614  DESIGNATION -  P 441
 SL0614  PID         -  SL0614
 SL0614  STATE/COUNTY-  ND/STEELE
 SL0614  USGS QUAD   -  BLABON (1967)
 SL0614
 SL0614                         *CURRENT SURVEY CONTROL
 SL0614  ___________________________________________________________________
 SL0614* NAD 83(1986)-  47 23 52.     (N)    097 46 56.     (W)     SCALED    
 SL0614* NAVD 88     -       408.410  (meters)    1339.93   (feet)  ADJUSTED  
 SL0614  ___________________________________________________________________
 SL0614  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 SL0614  DYNAMIC HT  -         408.456 (meters)    1340.08  (feet)  COMP
 SL0614  MODELED GRAV-     980,713.0   (mgal)                       NAVD 88
 SL0614
 SL0614  VERT ORDER  -  SECOND    CLASS 0
 SL0614
 SL0614.The horizontal coordinates were scaled from a topographic map and have
 SL0614.an estimated accuracy of +/- 6 seconds.
 SL0614
 SL0614.The orthometric height was determined by differential leveling
 SL0614.and adjusted by the National Geodetic Survey in June 1991..
 SL0614
 SL0614.The geoid height was determined by GEOID03.
 SL0614
 SL0614.The dynamic height is computed by dividing the NAVD 88
 SL0614.geopotential number by the normal gravity value computed on the
 SL0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0614.degrees latitude (g = 980.6199 gals.).
 SL0614
 SL0614.The modeled gravity was interpolated from observed gravity values.
 SL0614
 SL0614;                    North         East    Units  Estimated Accuracy
 SL0614;SPC ND N     -    47,850.      805,120.      MT  (+/- 180 meters Scaled)
 SL0614
 SL0614                          SUPERSEDED SURVEY CONTROL
 SL0614
 SL0614  NGVD 29 (??/??/92)  408.054  (m)         1338.76   (f) ADJ UNCH    2 0
 SL0614
 SL0614.Superseded values are not recommended for survey control.
 SL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0614.See file dsdata.txt to determine how the superseded data were derived.
 SL0614
 SL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT918500(NAD 83)
 SL0614_MARKER: DB = BENCH MARK DISK
 SL0614_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0614_SP_SET: 38 FT
 SL0614_STAMPING: P 441 1964
 SL0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0614
 SL0614  HISTORY     - Date     Condition        Report By
 SL0614  HISTORY     - 1964     MONUMENTED       CGS
 SL0614  HISTORY     - 1968     GOOD             DOD
 SL0614
 SL0614                          STATION DESCRIPTION
 SL0614
 SL0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0614'0.3 MI SE FROM BLABON.
 SL0614'0.3 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0614'AT BLABON, 117 FEET EAST OF THE CENTER OF A ROAD CROSSING THE MAIN
 SL0614'TRACK, IN SECTION 10, R 56 W, T 145 N, 72 FEET SOUTH OF THE CENTER
 SL0614'LINE OF A GRAVELED ROAD, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 13
 SL0614'1/2 FEET NORTH OF TELEPHONE POLE WITH MILEPOLE 45, 7 FEET SOUTHWEST OF
 SL0614'A POWER LINE POLE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 SL0614'BELOW THE TOP OF RAIL, AND IS A DISK ON THE TOP OF A COPPER COATED
 SL0614'STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 SL0614'PROTECTED BY A 6 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF
 SL0614'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 38 FEET TO REFUSAL.
 SL0614
 SL0614                          STATION RECOVERY (1968)
 SL0614
 SL0614'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 SL0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0722 ***********************************************************************
 SL0722  DESIGNATION -  P 442
 SL0722  PID         -  SL0722
 SL0722  STATE/COUNTY-  ND/BARNES
 SL0722  USGS QUAD   -  PILLSBURY (1967)
 SL0722
 SL0722                         *CURRENT SURVEY CONTROL
 SL0722  ___________________________________________________________________
 SL0722* NAD 83(1986)-  47 14 24.     (N)    097 47 30.     (W)     SCALED    
 SL0722* NAVD 88     -       388.400  (meters)    1274.28   (feet)  ADJUSTED  
 SL0722  ___________________________________________________________________
 SL0722  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 SL0722  DYNAMIC HT  -         388.439 (meters)    1274.40  (feet)  COMP
 SL0722  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 SL0722
 SL0722  VERT ORDER  -  SECOND    CLASS 0
 SL0722
 SL0722.The horizontal coordinates were scaled from a topographic map and have
 SL0722.an estimated accuracy of +/- 6 seconds.
 SL0722
 SL0722.The orthometric height was determined by differential leveling
 SL0722.and adjusted by the National Geodetic Survey in June 1991..
 SL0722
 SL0722.The geoid height was determined by GEOID03.
 SL0722
 SL0722.The dynamic height is computed by dividing the NAVD 88
 SL0722.geopotential number by the normal gravity value computed on the
 SL0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0722.degrees latitude (g = 980.6199 gals.).
 SL0722
 SL0722.The modeled gravity was interpolated from observed gravity values.
 SL0722
 SL0722;                    North         East    Units  Estimated Accuracy
 SL0722;SPC ND S     -   178,430.      805,010.      MT  (+/- 180 meters Scaled)
 SL0722
 SL0722                          SUPERSEDED SURVEY CONTROL
 SL0722
 SL0722  NGVD 29 (??/??/92)  388.047  (m)         1273.12   (f) ADJ UNCH    2 0
 SL0722
 SL0722.Superseded values are not recommended for survey control.
 SL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0722.See file dsdata.txt to determine how the superseded data were derived.
 SL0722
 SL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT914325(NAD 83)
 SL0722_MARKER: DB = BENCH MARK DISK
 SL0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0722_STAMPING: P 442 1964
 SL0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0722+STABILITY: SURFACE MOTION
 SL0722
 SL0722  HISTORY     - Date     Condition        Report By
 SL0722  HISTORY     - 1964     MONUMENTED       CGS
 SL0722  HISTORY     - 1980     MARK NOT FOUND   NGS
 SL0722
 SL0722                          STATION DESCRIPTION
 SL0722
 SL0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0722'2.4 MI N FROM PILLSBURY.
 SL0722'2.4 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE OVERPASS OVER THE
 SL0722'GREAT NORTHERN RAILWAY AT PILLSBURY, NEAR THE BARNES-STEELE COUNTY
 SL0722'LINE, IN SECTION 5, AT A ROAD INTERSECTION, 114 FEET SOUTHWEST OF THE
 SL0722'APPROXIMATE CENTER OF INTERSECTION, 104 FEET WEST OF THE CENTER LINE
 SL0722'OF THE HIGHWAY, 50 FEET SOUTH OF THE CENTER LINE OF EAST-WEST GRAVELED
 SL0722'ROAD, 3 1/2 FEET NORTH OF A POWER LINE POLE, 2.2 FEET SOUTH OF A METAL
 SL0722'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 SL0722'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 SL0722
 SL0722                          STATION RECOVERY (1980)
 SL0722
 SL0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SL0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0654 ***********************************************************************
 SL0654  DESIGNATION -  P 443
 SL0654  PID         -  SL0654
 SL0654  STATE/COUNTY-  ND/STEELE
 SL0654  USGS QUAD   -  LUVERNE (1967)
 SL0654
 SL0654                         *CURRENT SURVEY CONTROL
 SL0654  ___________________________________________________________________
 SL0654* NAD 83(1986)-  47 18 46.     (N)    097 56 22.     (W)     SCALED    
 SL0654* NAVD 88     -       459.182  (meters)    1506.50   (feet)  ADJUSTED  
 SL0654  ___________________________________________________________________
 SL0654  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 SL0654  DYNAMIC HT  -         459.222 (meters)    1506.63  (feet)  COMP
 SL0654  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 SL0654
 SL0654  VERT ORDER  -  SECOND    CLASS 0
 SL0654
 SL0654.The horizontal coordinates were scaled from a topographic map and have
 SL0654.an estimated accuracy of +/- 6 seconds.
 SL0654
 SL0654.The orthometric height was determined by differential leveling
 SL0654.and adjusted by the National Geodetic Survey in June 1991..
 SL0654
 SL0654.The geoid height was determined by GEOID03.
 SL0654
 SL0654.The dynamic height is computed by dividing the NAVD 88
 SL0654.geopotential number by the normal gravity value computed on the
 SL0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0654.degrees latitude (g = 980.6199 gals.).
 SL0654
 SL0654.The modeled gravity was interpolated from observed gravity values.
 SL0654
 SL0654;                    North         East    Units  Estimated Accuracy
 SL0654;SPC ND N     -    37,990.      793,580.      MT  (+/- 180 meters Scaled)
 SL0654
 SL0654                          SUPERSEDED SURVEY CONTROL
 SL0654
 SL0654  NGVD 29 (??/??/92)  458.816  (m)         1505.30   (f) ADJ UNCH    2 0
 SL0654
 SL0654.Superseded values are not recommended for survey control.
 SL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0654.See file dsdata.txt to determine how the superseded data were derived.
 SL0654
 SL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT801404(NAD 83)
 SL0654_MARKER: DB = BENCH MARK DISK
 SL0654_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0654_SP_SET: 53 FT
 SL0654_STAMPING: P 443 1964
 SL0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0654
 SL0654  HISTORY     - Date     Condition        Report By
 SL0654  HISTORY     - 1964     MONUMENTED       CGS
 SL0654
 SL0654                          STATION DESCRIPTION
 SL0654
 SL0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0654'4.2 MI N FROM LUVERNE.
 SL0654'4.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE OVERPASS OVER THE GREAT
 SL0654'NORTHERN RAILWAY AT LUVERNE, IN SECTION 8, R 57 W, T 144 N, AT AN
 SL0654'INTERSECTION, 70 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 SL0654'INTERSECTION, 59 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 SL0654'41 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 11 1/2 FEET
 SL0654'SOUTH OF A FENCE CORNER, 6 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0
 SL0654'FOOT WEST OF A FENCE LINE, 2.4 FEET NORTH OF A METAL WITNESS POST, 2
 SL0654'FEET BELOW THE LEVEL OF THE ROADS, AND IS A DISK ON THE TOP OF A
 SL0654'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6
 SL0654'INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE
 SL0654'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 53 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0502 ***********************************************************************
 SM0502  DESIGNATION -  P 444
 SM0502  PID         -  SM0502
 SM0502  STATE/COUNTY-  ND/GRIGGS
 SM0502  USGS QUAD   -  KARNAK (1961)
 SM0502
 SM0502                         *CURRENT SURVEY CONTROL
 SM0502  ___________________________________________________________________
 SM0502* NAD 83(1986)-  47 20 27.     (N)    098 06 51.     (W)     SCALED    
 SM0502* NAVD 88     -       432.962  (meters)    1420.48   (feet)  ADJUSTED  
 SM0502  ___________________________________________________________________
 SM0502  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 SM0502  DYNAMIC HT  -         433.003 (meters)    1420.61  (feet)  COMP
 SM0502  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 SM0502
 SM0502  VERT ORDER  -  SECOND    CLASS 0
 SM0502
 SM0502.The horizontal coordinates were scaled from a topographic map and have
 SM0502.an estimated accuracy of +/- 6 seconds.
 SM0502
 SM0502.The orthometric height was determined by differential leveling
 SM0502.and adjusted by the National Geodetic Survey in June 1991..
 SM0502
 SM0502.The geoid height was determined by GEOID03.
 SM0502
 SM0502.The dynamic height is computed by dividing the NAVD 88
 SM0502.geopotential number by the normal gravity value computed on the
 SM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0502.degrees latitude (g = 980.6199 gals.).
 SM0502
 SM0502.The modeled gravity was interpolated from observed gravity values.
 SM0502
 SM0502;                    North         East    Units  Estimated Accuracy
 SM0502;SPC ND N     -    40,690.      780,270.      MT  (+/- 180 meters Scaled)
 SM0502
 SM0502                          SUPERSEDED SURVEY CONTROL
 SM0502
 SM0502  NGVD 29 (??/??/92)  432.605  (m)         1419.30   (f) ADJ UNCH    2 0
 SM0502
 SM0502.Superseded values are not recommended for survey control.
 SM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0502.See file dsdata.txt to determine how the superseded data were derived.
 SM0502
 SM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT669434(NAD 83)
 SM0502_MARKER: DB = BENCH MARK DISK
 SM0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0502_STAMPING: P 444 1964
 SM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0502+STABILITY: SURFACE MOTION
 SM0502
 SM0502  HISTORY     - Date     Condition        Report By
 SM0502  HISTORY     - 1964     MONUMENTED       CGS
 SM0502
 SM0502                          STATION DESCRIPTION
 SM0502
 SM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SM0502'5.7 MI NE FROM HANNAFORD.
 SM0502'ABOUT 3.6 MILES EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 SM0502'HANNAFORD, THENCE 2.1 MILES NORTH ALONG A GRAVELED ROAD, ABOUT 1.0
 SM0502'MILE NORTH OF THE UNION LUTHERAN CHURCH AND CEMETERY, IN SECTION 31, R
 SM0502'58 W, T 145N, AT A DIM ROAD INTERSECTION, 105 FEET SOUTHEAST OF THE
 SM0502'APPROXIMATE CENTER OF THE INTERSECTION, 71 FEET EAST OF THE CENTER
 SM0502'LINE OF THE NORTH-SOUTH ROAD, 77 FEET SOUTH OF THE CENTER LINE OF THE
 SM0502'DIM ROAD, 4 FEET SOUTH OF A POWER LINE POLE, 2.8 FEET NORTH OF A METAL
 SM0502'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 SM0502'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 SM0502'NOTE-- THE MARK MAY BE REACHED BY GOING 0.5 MILE WEST ALONG NG ROLLIN
 SM0502'AVENUE FROM THE COURTHOUSE AT COOPERSTOWN, THENCE 7.0 MILES SOUTH
 SM0502'ALONG A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0032 ***********************************************************************
 TE0032  DESIGNATION -  P 445 RESET
 TE0032  PID         -  TE0032
 TE0032  STATE/COUNTY-  ND/CAVALIER
 TE0032  USGS QUAD   -  OLGA NW (1969)
 TE0032
 TE0032                         *CURRENT SURVEY CONTROL
 TE0032  ___________________________________________________________________
 TE0032* NAD 83(1986)-  48 54 21.     (N)    098 10 31.     (W)     SCALED    
 TE0032* NAVD 88     -       475.26   (+/-2cm)    1559.2    (feet)  VERTCON   
 TE0032  ___________________________________________________________________
 TE0032  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 TE0032
 TE0032  VERT ORDER  -  THIRD (See Below)
 TE0032
 TE0032.The horizontal coordinates were scaled from a topographic map and have
 TE0032.an estimated accuracy of +/- 6 seconds.
 TE0032
 TE0032.The NAVD 88 height was computed by applying the VERTCON shift value to
 TE0032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TE0032.The vertical order pertains to the NGVD 29 superseded value.
 TE0032
 TE0032.The geoid height was determined by GEOID03.
 TE0032
 TE0032;                    North         East    Units  Estimated Accuracy
 TE0032;SPC ND N     -   214,480.      770,410.      MT  (+/- 180 meters Scaled)
 TE0032
 TE0032                          SUPERSEDED SURVEY CONTROL
 TE0032
 TE0032  NGVD 29 (??/??/??)  474.89   (m)         1558.0    (f) RESET       3  
 TE0032
 TE0032.Superseded values are not recommended for survey control.
 TE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0032.See file dsdata.txt to determine how the superseded data were derived.
 TE0032
 TE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV604173(NAD 83)
 TE0032_MARKER: DB = BENCH MARK DISK
 TE0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE0032_SP_SET: CONCRETE BASE
 TE0032_STAMPING: P 445 RESET 1965
 TE0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE0032
 TE0032  HISTORY     - Date     Condition        Report By
 TE0032  HISTORY     - 1965     MONUMENTED       CGS
 TE0032  HISTORY     - 1969     GOOD             USGS
 TE0032
 TE0032                          STATION DESCRIPTION
 TE0032
 TE0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TE0032'1.1 MI W FROM VANG.
 TE0032'ABOUT 1.1 MILES WEST ALONG THE COUNTY ROAD FROM THE VANG LUTHERAN
 TE0032'CHURCH AND CEMETERY, IN SECTION 29, R 58 W, T 163 N, 0.3 MILE WEST OF
 TE0032'A ROAD CROSSING, NORTHEAST ACROSS THE ROAD FROM A FARMHOUSE, 84 FEET
 TE0032'NORTH OF THE CENTER LINE OF THE ROAD AND 3.2 FEET NORTH OF THE
 TE0032'SOUTHWEST CORNER OF A SMALL TELEPHONE RELAY BUILDING.  THE MARK IS SET
 TE0032'IN THE CONCRETE BASE ON THE WEST SIDE OF THE BUILDING AND THE DISK IS
 TE0032'FLUSH WITH THE BASE.  NOTE-- 85 FT. N AND 23 FT. E OF THE CENTER LINE
 TE0032'ROAD AND DRIVE N TO TELE. RELAY BIDG. IN THE CONCRETE FOUNDATION, 3.3
 TE0032'FT. N OF THE SW COR. OF THE BLDG.  SET FLUSH IN THE FOUNDATION.
 TE0032
 TE0032                          STATION RECOVERY (1969)
 TE0032
 TE0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0703 ***********************************************************************
 SL0703  DESIGNATION -  P 446
 SL0703  PID         -  SL0703
 SL0703  STATE/COUNTY-  ND/BARNES
 SL0703  USGS QUAD   -  PILLSBURY SE (1967)
 SL0703
 SL0703                         *CURRENT SURVEY CONTROL
 SL0703  ___________________________________________________________________
 SL0703* NAD 83(1986)-  47 02 13.     (N)    097 47 24.     (W)     SCALED    
 SL0703* NAVD 88     -       388.995  (meters)    1276.23   (feet)  ADJUSTED  
 SL0703  ___________________________________________________________________
 SL0703  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 SL0703  DYNAMIC HT  -         389.025 (meters)    1276.33  (feet)  COMP
 SL0703  MODELED GRAV-     980,680.1   (mgal)                       NAVD 88
 SL0703
 SL0703  VERT ORDER  -  SECOND    CLASS 0
 SL0703
 SL0703.The horizontal coordinates were scaled from a topographic map and have
 SL0703.an estimated accuracy of +/- 6 seconds.
 SL0703
 SL0703.The orthometric height was determined by differential leveling
 SL0703.and adjusted by the National Geodetic Survey in June 1991..
 SL0703
 SL0703.The geoid height was determined by GEOID03.
 SL0703
 SL0703.The dynamic height is computed by dividing the NAVD 88
 SL0703.geopotential number by the normal gravity value computed on the
 SL0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0703.degrees latitude (g = 980.6199 gals.).
 SL0703
 SL0703.The modeled gravity was interpolated from observed gravity values.
 SL0703
 SL0703;                    North         East    Units  Estimated Accuracy
 SL0703;SPC ND S     -   155,870.      805,920.      MT  (+/- 180 meters Scaled)
 SL0703
 SL0703                          SUPERSEDED SURVEY CONTROL
 SL0703
 SL0703  NGVD 29 (??/??/92)  388.640  (m)         1275.06   (f) ADJ UNCH    2 0
 SL0703
 SL0703.Superseded values are not recommended for survey control.
 SL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0703.See file dsdata.txt to determine how the superseded data were derived.
 SL0703
 SL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT919099(NAD 83)
 SL0703_MARKER: DB = BENCH MARK DISK
 SL0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0703_STAMPING: P 446 1964
 SL0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0703+STABILITY: SURFACE MOTION
 SL0703
 SL0703  HISTORY     - Date     Condition        Report By
 SL0703  HISTORY     - 1964     MONUMENTED       CGS
 SL0703
 SL0703                          STATION DESCRIPTION
 SL0703
 SL0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0703'7.15 MI N FROM ORISKA.
 SL0703'7.15 MILES NORTH ALONG STATE HIGHWAY 32 FROM THE CROSSING OF THE
 SL0703'NORTHERN PACIFIC RAILWAY AT ORISKA, AT A ROAD INTERSECTION, 0.15 MILE
 SL0703'SOUTH OF BENCH MARK Q 446, IN SECTION 9, R 56 W, T 141 N, 100 FEET
 SL0703'EAST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET NORTH OF THE CENTER
 SL0703'LINE OF THE EAST-WEST GRAVELED ROAD, 2 FEET SOUTH OF TELEPHONE POLE
 SL0703'NO. 65229, 133 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 SL0703'INTERSECTION, 1.8 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE
 SL0703'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0703'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0584 ***********************************************************************
 RP0584  DESIGNATION -  P 447
 RP0584  PID         -  RP0584
 RP0584  STATE/COUNTY-  ND/BARNES
 RP0584  USGS QUAD   -  ORISKA (1971)
 RP0584
 RP0584                         *CURRENT SURVEY CONTROL
 RP0584  ___________________________________________________________________
 RP0584* NAD 83(1986)-  46 56 06.     (N)    097 50 56.     (W)     SCALED    
 RP0584* NAVD 88     -       413.748  (meters)    1357.44   (feet)  ADJUSTED  
 RP0584  ___________________________________________________________________
 RP0584  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 RP0584  DYNAMIC HT  -         413.778 (meters)    1357.54  (feet)  COMP
 RP0584  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 RP0584
 RP0584  VERT ORDER  -  FIRST     CLASS II
 RP0584
 RP0584.The horizontal coordinates were scaled from a topographic map and have
 RP0584.an estimated accuracy of +/- 6 seconds.
 RP0584
 RP0584.The orthometric height was determined by differential leveling
 RP0584.and adjusted by the National Geodetic Survey in June 1991..
 RP0584
 RP0584.The geoid height was determined by GEOID03.
 RP0584
 RP0584.The dynamic height is computed by dividing the NAVD 88
 RP0584.geopotential number by the normal gravity value computed on the
 RP0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0584.degrees latitude (g = 980.6199 gals.).
 RP0584
 RP0584.The modeled gravity was interpolated from observed gravity values.
 RP0584
 RP0584;                    North         East    Units  Estimated Accuracy
 RP0584;SPC ND S     -   144,390.      801,830.      MT  (+/- 180 meters Scaled)
 RP0584
 RP0584                          SUPERSEDED SURVEY CONTROL
 RP0584
 RP0584  NGVD 29 (??/??/92)  413.392  (m)         1356.27   (f) ADJ UNCH    1 2
 RP0584
 RP0584.Superseded values are not recommended for survey control.
 RP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0584.See file dsdata.txt to determine how the superseded data were derived.
 RP0584
 RP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS876985(NAD 83)
 RP0584_MARKER: DB = BENCH MARK DISK
 RP0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0584_STAMPING: P 447 1964
 RP0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0584+STABILITY: SURFACE MOTION
 RP0584
 RP0584  HISTORY     - Date     Condition        Report By
 RP0584  HISTORY     - 1964     MONUMENTED       CGS
 RP0584  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0584
 RP0584                          STATION DESCRIPTION
 RP0584
 RP0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RP0584'2.75 MI W FROM ORISKA.
 RP0584'ABOUT 2.75 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RP0584'STATION AT ORISKA, AT A ROAD CROSSING, IN SECTION 14, R 57 W, T 140 N,
 RP0584'42 FEET SOUTH OF THE SOUTH RAIL, 127 FEET EAST OF THE CENTER LINE OF
 RP0584'THE ROAD, 138 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE
 RP0584'MAIN TRACK, 98 FEET SOUTHEAST OF MILEPOST 58, 1 1/2 FEET WEST OF A
 RP0584'METAL WITNESS POST, 5 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 RP0584'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 RP0584'GROUND.
 RP0584
 RP0584                          STATION RECOVERY (1982)
 RP0584
 RP0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0584'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0788 ***********************************************************************
 SL0788  DESIGNATION -  P 448
 SL0788  PID         -  SL0788
 SL0788  STATE/COUNTY-  ND/CASS
 SL0788  USGS QUAD   -  PAGE SW (1967)
 SL0788
 SL0788                         *CURRENT SURVEY CONTROL
 SL0788  ___________________________________________________________________
 SL0788* NAD 83(1986)-  47 00 27.     (N)    097 41 04.     (W)     SCALED    
 SL0788* NAVD 88     -       354.202  (meters)    1162.08   (feet)  ADJUSTED  
 SL0788  ___________________________________________________________________
 SL0788  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 SL0788  DYNAMIC HT  -         354.231 (meters)    1162.17  (feet)  COMP
 SL0788  MODELED GRAV-     980,686.5   (mgal)                       NAVD 88
 SL0788
 SL0788  VERT ORDER  -  SECOND    CLASS 0
 SL0788
 SL0788.The horizontal coordinates were scaled from a topographic map and have
 SL0788.an estimated accuracy of +/- 6 seconds.
 SL0788
 SL0788.The orthometric height was determined by differential leveling
 SL0788.and adjusted by the National Geodetic Survey in June 1991..
 SL0788
 SL0788.The geoid height was determined by GEOID03.
 SL0788
 SL0788.The dynamic height is computed by dividing the NAVD 88
 SL0788.geopotential number by the normal gravity value computed on the
 SL0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0788.degrees latitude (g = 980.6199 gals.).
 SL0788
 SL0788.The modeled gravity was interpolated from observed gravity values.
 SL0788
 SL0788;                    North         East    Units  Estimated Accuracy
 SL0788;SPC ND S     -   152,880.      814,050.      MT  (+/- 180 meters Scaled)
 SL0788
 SL0788                          SUPERSEDED SURVEY CONTROL
 SL0788
 SL0788  NGVD 29 (??/??/92)  353.854  (m)         1160.94   (f) ADJ UNCH    2 0
 SL0788
 SL0788.Superseded values are not recommended for survey control.
 SL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0788.See file dsdata.txt to determine how the superseded data were derived.
 SL0788
 SL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT000068(NAD 83)
 SL0788_MARKER: DB = BENCH MARK DISK
 SL0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0788_STAMPING: P 448 1964
 SL0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0788+STABILITY: SURFACE MOTION
 SL0788
 SL0788  HISTORY     - Date     Condition        Report By
 SL0788  HISTORY     - 1964     MONUMENTED       CGS
 SL0788  HISTORY     - 1967     GOOD             NGS
 SL0788
 SL0788                          STATION DESCRIPTION
 SL0788
 SL0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0788'12.00 MI NW FROM BUFFALO.
 SL0788'6.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE CROSSING OF THE
 SL0788'NORTHERN PACIFIC RAILWAY AT BUFFALO, THENCE 6.0 MILES WEST ALONG A
 SL0788'GRAVELED ROAD, NEAR THE INTERSECTION OF A NORTH-SOUTH ROAD, 53 FEET
 SL0788'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 48 1/2 FEET EAST OF
 SL0788'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 73 FEET NORTHEAST OF THE
 SL0788'APPROXIMATE CENTER OF THE INTERSECTION, 4 1/2 FEET WEST OF A POWER
 SL0788'LINE POLE, 1 1/2 FEET SOUTH OF A STEEL WITNESS POST, 3 FEET BELOW THE
 SL0788'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 SL0788'INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 19, R 55 W, T 141 N.
 SL0788
 SL0788                          STATION RECOVERY (1967)
 SL0788
 SL0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 SL0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0765 ***********************************************************************
 SL0765  DESIGNATION -  P 449
 SL0765  PID         -  SL0765
 SL0765  STATE/COUNTY-  ND/BARNES
 SL0765  USGS QUAD   -  SIBLEY (1967)
 SL0765
 SL0765                         *CURRENT SURVEY CONTROL
 SL0765  ___________________________________________________________________
 SL0765* NAD 83(1986)-  47 10 03.     (N)    097 52 34.     (W)     SCALED    
 SL0765* NAVD 88     -       429.033  (meters)    1407.59   (feet)  ADJUSTED  
 SL0765  ___________________________________________________________________
 SL0765  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 SL0765  DYNAMIC HT  -         429.066 (meters)    1407.69  (feet)  COMP
 SL0765  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 SL0765
 SL0765  VERT ORDER  -  SECOND    CLASS 0
 SL0765
 SL0765.The horizontal coordinates were scaled from a topographic map and have
 SL0765.an estimated accuracy of +/- 6 seconds.
 SL0765
 SL0765.The orthometric height was determined by differential leveling
 SL0765.and adjusted by the National Geodetic Survey in June 1991..
 SL0765
 SL0765.The geoid height was determined by GEOID03.
 SL0765
 SL0765.The dynamic height is computed by dividing the NAVD 88
 SL0765.geopotential number by the normal gravity value computed on the
 SL0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0765.degrees latitude (g = 980.6199 gals.).
 SL0765
 SL0765.The modeled gravity was interpolated from observed gravity values.
 SL0765
 SL0765;                    North         East    Units  Estimated Accuracy
 SL0765;SPC ND S     -   170,150.      798,890.      MT  (+/- 180 meters Scaled)
 SL0765
 SL0765                          SUPERSEDED SURVEY CONTROL
 SL0765
 SL0765  NGVD 29 (??/??/92)  428.671  (m)         1406.40   (f) ADJ UNCH    2 0
 SL0765
 SL0765.Superseded values are not recommended for survey control.
 SL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0765.See file dsdata.txt to determine how the superseded data were derived.
 SL0765
 SL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT851243(NAD 83)
 SL0765_MARKER: DB = BENCH MARK DISK
 SL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0765_STAMPING: P 449 1964
 SL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0765+STABILITY: SURFACE MOTION
 SL0765
 SL0765  HISTORY     - Date     Condition        Report By
 SL0765  HISTORY     - 1964     MONUMENTED       CGS
 SL0765
 SL0765                          STATION DESCRIPTION
 SL0765
 SL0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0765'6.65 MI SW FROM PILLSBURY.
 SL0765'2.65 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE HIGHWAY OVERPASS OVER
 SL0765'THE GREAT NORTHERN RAILWAY AT PILLSBURY, THENCE ABOUT 4.0 MILES WEST
 SL0765'ALONG A GRAVELED ROAD, IN SECTION 34, R 57 W, T 143 N, NEAR THE
 SL0765'INTERSECTION OF A DIM ROAD LEADING NORTH AND SOUTH, 54 FEET SOUTH OF
 SL0765'THE CENTER LINE OF THE EAST-WEST GRAVELED ROAD, 233 FEET SOUTHWEST OF
 SL0765'THE CENTER OF THE INTERSECTION, 2 1/2 FEET WEST OF A POWER POLE, 1 1/2
 SL0765'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 SL0765'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. NOTE--
 SL0765'THIS BENCH MARK IS 1.0 MILE EAST OF BENCH MARK E 449.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0057 ***********************************************************************
 RQ0057  DESIGNATION -  P 45
 RQ0057  PID         -  RQ0057
 RQ0057  STATE/COUNTY-  ND/BARNES
 RQ0057  USGS QUAD   -  HASTINGS (1970)
 RQ0057
 RQ0057                         *CURRENT SURVEY CONTROL
 RQ0057  ___________________________________________________________________
 RQ0057* NAD 83(1986)-  46 41 47.     (N)    098 00 39.     (W)     SCALED    
 RQ0057* NAVD 88     -       399.050  (meters)    1309.22   (feet)  ADJUSTED  
 RQ0057  ___________________________________________________________________
 RQ0057  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 RQ0057  DYNAMIC HT  -         399.063 (meters)    1309.26  (feet)  COMP
 RQ0057  MODELED GRAV-     980,632.9   (mgal)                       NAVD 88
 RQ0057
 RQ0057  VERT ORDER  -  SECOND    CLASS 0
 RQ0057
 RQ0057.The horizontal coordinates were scaled from a topographic map and have
 RQ0057.an estimated accuracy of +/- 6 seconds.
 RQ0057
 RQ0057.The orthometric height was determined by differential leveling
 RQ0057.and adjusted by the National Geodetic Survey in June 1991..
 RQ0057
 RQ0057.The geoid height was determined by GEOID03.
 RQ0057
 RQ0057.The dynamic height is computed by dividing the NAVD 88
 RQ0057.geopotential number by the normal gravity value computed on the
 RQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0057.degrees latitude (g = 980.6199 gals.).
 RQ0057
 RQ0057.The modeled gravity was interpolated from observed gravity values.
 RQ0057
 RQ0057;                    North         East    Units  Estimated Accuracy
 RQ0057;SPC ND S     -   117,480.      790,340.      MT  (+/- 180 meters Scaled)
 RQ0057
 RQ0057                          SUPERSEDED SURVEY CONTROL
 RQ0057
 RQ0057  NGVD 29 (??/??/92)  398.686  (m)         1308.02   (f) ADJ UNCH    2 0
 RQ0057
 RQ0057.Superseded values are not recommended for survey control.
 RQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0057.See file dsdata.txt to determine how the superseded data were derived.
 RQ0057
 RQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS756719(NAD 83)
 RQ0057_MARKER: DB = BENCH MARK DISK
 RQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0057_STAMPING: P 45 - 1934
 RQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0057+STABILITY: SURFACE MOTION
 RQ0057
 RQ0057  HISTORY     - Date     Condition        Report By
 RQ0057  HISTORY     - 1934     MONUMENTED       CGS
 RQ0057  HISTORY     - 1962     GOOD             NPRR
 RQ0057  HISTORY     - 1967     GOOD             DOD
 RQ0057
 RQ0057                          STATION DESCRIPTION
 RQ0057
 RQ0057'DESCRIBED BY NORTHERN PACIFIC RAILROAD 1962
 RQ0057'2.2 MI W FROM KATHRYN.
 RQ0057'ABOUT 2.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0057'STATION AT KATHRYN, BARNES COUNTY, ABOUT 2 POLES EAST OF MILEPOST 43,
 RQ0057'AT A ROAD CROSSING, ABOUT 20 FEET NORTHEAST OF CENTER LINE OF THE ROAD
 RQ0057'AND ABOUT 19 FEET NORTH OF THE CENTER LINE OF THE TRACK AT A POINT 7
 RQ0057'FEET EAST OF THE CENTER LINE OF THE ROAD CROSSING, AND ABOUT LEVEL
 RQ0057'WITH THE TRACK.  SET IN THE TOP OF A CONCRETE POST.
 RQ0057
 RQ0057                          STATION RECOVERY (1967)
 RQ0057
 RQ0057'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 RQ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0698 ***********************************************************************
 SL0698  DESIGNATION -  P 450
 SL0698  PID         -  SL0698
 SL0698  STATE/COUNTY-  ND/BARNES
 SL0698  USGS QUAD   -  SIBLEY (1967)
 SL0698
 SL0698                         *CURRENT SURVEY CONTROL
 SL0698  ___________________________________________________________________
 SL0698* NAD 83(1986)-  47 12 41.     (N)    097 58 27.     (W)     SCALED    
 SL0698* NAVD 88     -       413.733  (meters)    1357.39   (feet)  ADJUSTED  
 SL0698  ___________________________________________________________________
 SL0698  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 SL0698  DYNAMIC HT  -         413.764 (meters)    1357.49  (feet)  COMP
 SL0698  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 SL0698
 SL0698  VERT ORDER  -  SECOND    CLASS 0
 SL0698
 SL0698.The horizontal coordinates were scaled from a topographic map and have
 SL0698.an estimated accuracy of +/- 6 seconds.
 SL0698
 SL0698.The orthometric height was determined by differential leveling
 SL0698.and adjusted by the National Geodetic Survey in June 1991..
 SL0698
 SL0698.The geoid height was determined by GEOID03.
 SL0698
 SL0698.The dynamic height is computed by dividing the NAVD 88
 SL0698.geopotential number by the normal gravity value computed on the
 SL0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0698.degrees latitude (g = 980.6199 gals.).
 SL0698
 SL0698.The modeled gravity was interpolated from observed gravity values.
 SL0698
 SL0698;                    North         East    Units  Estimated Accuracy
 SL0698;SPC ND S     -   174,790.      791,310.      MT  (+/- 180 meters Scaled)
 SL0698
 SL0698                          SUPERSEDED SURVEY CONTROL
 SL0698
 SL0698  NGVD 29 (??/??/92)  413.372  (m)         1356.20   (f) ADJ UNCH    2 0
 SL0698
 SL0698.Superseded values are not recommended for survey control.
 SL0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0698.See file dsdata.txt to determine how the superseded data were derived.
 SL0698
 SL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT776291(NAD 83)
 SL0698_MARKER: DB = BENCH MARK DISK
 SL0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0698_STAMPING: P 450 1964
 SL0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0698+STABILITY: SURFACE MOTION
 SL0698
 SL0698  HISTORY     - Date     Condition        Report By
 SL0698  HISTORY     - 1964     MONUMENTED       CGS
 SL0698
 SL0698                          STATION DESCRIPTION
 SL0698
 SL0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0698'0.55 MI W FROM SIBLEY.
 SL0698'0.55 MILE WEST ALONG A GRAVELED ROAD FROM THE CONCRETE BRIDGE OVER
 SL0698'LAKE ASHTABULA AT SIBLEY, AT THE INTERSECTION OF A FARM ROAD NORTH AND
 SL0698'A DRIVEWAY SOUTH TO A TWO STORIED FARM HOUSE, 65 FEET NORTH OF THE
 SL0698'CENTER LINE OF THE EAST-WEST ROAD, 101 FEET NORTHEAST OF THE CENTER OF
 SL0698'THE INTERSECTION, 219 FEET NORTHEAST OF AND ACROSS THE GRAVEL ROAD
 SL0698'FROM THE NORTHEAST CORNER OF THE FARM HOUSE, 2 1/2 FEET SOUTH OF A
 SL0698'TELEPHONE POLE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 SL0698'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 SL0698'FOOT.  SECTION 12, R 58 W, T 143 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0006 ***********************************************************************
 RQ0006  DESIGNATION -  P 451
 RQ0006  PID         -  RQ0006
 RQ0006  STATE/COUNTY-  ND/BARNES
 RQ0006  USGS QUAD   -  SANBORN (1970)
 RQ0006
 RQ0006                         *CURRENT SURVEY CONTROL
 RQ0006  ___________________________________________________________________
 RQ0006* NAD 83(1986)-  46 56 27.     (N)    098 12 38.     (W)     SCALED    
 RQ0006* NAVD 88     -       437.753  (meters)    1436.19   (feet)  ADJUSTED  
 RQ0006  ___________________________________________________________________
 RQ0006  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 RQ0006  DYNAMIC HT  -         437.781 (meters)    1436.29  (feet)  COMP
 RQ0006  MODELED GRAV-     980,665.3   (mgal)                       NAVD 88
 RQ0006
 RQ0006  VERT ORDER  -  FIRST     CLASS II
 RQ0006
 RQ0006.The horizontal coordinates were scaled from a topographic map and have
 RQ0006.an estimated accuracy of +/- 6 seconds.
 RQ0006
 RQ0006.The orthometric height was determined by differential leveling
 RQ0006.and adjusted by the National Geodetic Survey in June 1991..
 RQ0006
 RQ0006.The geoid height was determined by GEOID03.
 RQ0006
 RQ0006.The dynamic height is computed by dividing the NAVD 88
 RQ0006.geopotential number by the normal gravity value computed on the
 RQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0006.degrees latitude (g = 980.6199 gals.).
 RQ0006
 RQ0006.The modeled gravity was interpolated from observed gravity values.
 RQ0006
 RQ0006;                    North         East    Units  Estimated Accuracy
 RQ0006;SPC ND S     -   144,170.      774,280.      MT  (+/- 180 meters Scaled)
 RQ0006
 RQ0006                          SUPERSEDED SURVEY CONTROL
 RQ0006
 RQ0006  NGVD 29 (??/??/92)  437.382  (m)         1434.98   (f) ADJ UNCH    1 2
 RQ0006
 RQ0006.Superseded values are not recommended for survey control.
 RQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RQ0006.See file dsdata.txt to determine how the superseded data were derived.
 RQ0006
 RQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS600988(NAD 83)
 RQ0006_MARKER: DB = BENCH MARK DISK
 RQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RQ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RQ0006_STAMPING: P 451 1964
 RQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RQ0006+STABILITY: SURFACE MOTION
 RQ0006
 RQ0006  HISTORY     - Date     Condition        Report By
 RQ0006  HISTORY     - 1964     MONUMENTED       CGS
 RQ0006  HISTORY     - 1982     MARK NOT FOUND   NGS
 RQ0006
 RQ0006                          STATION DESCRIPTION
 RQ0006
 RQ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RQ0006'0.55 MI E FROM SANBORN.
 RQ0006'ABOUT 0.55 MILE EAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RQ0006'STATION AT SANBORN, IN SECTION 14, R 60 W, T 140 N, 0.5 MILE WEST OF
 RQ0006'MILEPOST 75, NEAR THE EAST END OF SANBORN SIDING, 39.4 FEET SOUTH OF
 RQ0006'THE SOUTHEAST CORNER OF A 8-BY-10 FOOT METAL BUILDING HOUSING
 RQ0006'ELECTRICAL EQUIPMENT, 67.0 FEET SOUTH OF THE SOUTH RAIL, 2 1/2 FEET
 RQ0006'EAST OF A POWER POLE SUPPORTING 2 TRANSFORMERS AND IS THE EAST ONE OF
 RQ0006'A ROW OF POLES, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 8 FEET
 RQ0006'BELOW THE LEVEL OF THE TRACK AND IS SET IN THE TOP OF A CONCRETE POST
 RQ0006'PROJECTING 0.5 FOOT.
 RQ0006
 RQ0006                          STATION RECOVERY (1982)
 RQ0006
 RQ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RQ0006'INACCESSIBLE FOR LEVELS, NOT RECOVERED, LEVEL LINE WAS REROUTED ALONG
 RQ0006'INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0207 ***********************************************************************
 TE0207  DESIGNATION -  P 452
 TE0207  PID         -  TE0207
 TE0207  STATE/COUNTY-  ND/CAVALIER
 TE0207  USGS QUAD   -  OLGA SW (1969)
 TE0207
 TE0207                         *CURRENT SURVEY CONTROL
 TE0207  ___________________________________________________________________
 TE0207* NAD 83(1986)-  48 49 08.     (N)    098 08 45.     (W)     SCALED    
 TE0207* NAVD 88     -       472.768  (meters)    1551.07   (feet)  ADJUSTED  
 TE0207  ___________________________________________________________________
 TE0207  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 TE0207  DYNAMIC HT  -         472.878 (meters)    1551.43  (feet)  COMP
 TE0207  MODELED GRAV-     980,829.8   (mgal)                       NAVD 88
 TE0207
 TE0207  VERT ORDER  -  SECOND    CLASS 0
 TE0207
 TE0207.The horizontal coordinates were scaled from a topographic map and have
 TE0207.an estimated accuracy of +/- 6 seconds.
 TE0207
 TE0207.The orthometric height was determined by differential leveling
 TE0207.and adjusted by the National Geodetic Survey in June 1991..
 TE0207
 TE0207.The geoid height was determined by GEOID03.
 TE0207
 TE0207.The dynamic height is computed by dividing the NAVD 88
 TE0207.geopotential number by the normal gravity value computed on the
 TE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0207.degrees latitude (g = 980.6199 gals.).
 TE0207
 TE0207.The modeled gravity was interpolated from observed gravity values.
 TE0207
 TE0207;                    North         East    Units  Estimated Accuracy
 TE0207;SPC ND N     -   204,880.      772,860.      MT  (+/- 180 meters Scaled)
 TE0207
 TE0207                          SUPERSEDED SURVEY CONTROL
 TE0207
 TE0207  NGVD 29 (??/??/92)  472.406  (m)         1549.89   (f) ADJ UNCH    2 0
 TE0207
 TE0207.Superseded values are not recommended for survey control.
 TE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0207.See file dsdata.txt to determine how the superseded data were derived.
 TE0207
 TE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV627076(NAD 83)
 TE0207_MARKER: DB = BENCH MARK DISK
 TE0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0207_STAMPING: P 452 1964
 TE0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0207+STABILITY: SURFACE MOTION
 TE0207
 TE0207  HISTORY     - Date     Condition        Report By
 TE0207  HISTORY     - 1964     MONUMENTED       CGS
 TE0207
 TE0207                          STATION DESCRIPTION
 TE0207
 TE0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0207'14.1 MI NE FROM LANGDON.
 TE0207'ABOUT 10.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0207'LANGDON, THENCE 4.0 MILES NORTH ALONG A GRAVELED ROAD, IN SECTION 34,
 TE0207'R 58 W, T 162 N, NEAR THE INTERSECTION OF AN EAST-WEST ROAD, 73 FEET
 TE0207'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE
 TE0207'CENTER LINE OF THE EAST-WEST ROAD, 81 FEET SOUTHEAST OF THE
 TE0207'APPROXIMATE CENTER OF THE INTERSECTION, 2 1/2 FEET SOUTH OF A
 TE0207'TELEPHONE POLE, 2.3 FEET NORTH OF A STEEL WITNESS POST, 1 1/2 FEET
 TE0207'BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF A CONCRETE
 TE0207'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1000 ***********************************************************************
 TE1000  DESIGNATION -  P 454
 TE1000  PID         -  TE1000
 TE1000  STATE/COUNTY-  ND/CAVALIER
 TE1000  USGS QUAD   -  LOMA (1970)
 TE1000
 TE1000                         *CURRENT SURVEY CONTROL
 TE1000  ___________________________________________________________________
 TE1000* NAD 83(1986)-  48 41 43.     (N)    098 35 59.     (W)     SCALED    
 TE1000* NAVD 88     -       480.960  (meters)    1577.95   (feet)  ADJUSTED  
 TE1000  ___________________________________________________________________
 TE1000  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 TE1000  DYNAMIC HT  -         481.065 (meters)    1578.29  (feet)  COMP
 TE1000  MODELED GRAV-     980,813.9   (mgal)                       NAVD 88
 TE1000
 TE1000  VERT ORDER  -  SECOND    CLASS 0
 TE1000
 TE1000.The horizontal coordinates were scaled from a topographic map and have
 TE1000.an estimated accuracy of +/- 6 seconds.
 TE1000
 TE1000.The orthometric height was determined by differential leveling
 TE1000.and adjusted by the National Geodetic Survey in June 1991..
 TE1000
 TE1000.The geoid height was determined by GEOID03.
 TE1000
 TE1000.The dynamic height is computed by dividing the NAVD 88
 TE1000.geopotential number by the normal gravity value computed on the
 TE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1000.degrees latitude (g = 980.6199 gals.).
 TE1000
 TE1000.The modeled gravity was interpolated from observed gravity values.
 TE1000
 TE1000;                    North         East    Units  Estimated Accuracy
 TE1000;SPC ND N     -   190,220.      739,880.      MT  (+/- 180 meters Scaled)
 TE1000
 TE1000                          SUPERSEDED SURVEY CONTROL
 TE1000
 TE1000  NGVD 29 (??/??/92)  480.578  (m)         1576.70   (f) ADJ UNCH    2 0
 TE1000
 TE1000.Superseded values are not recommended for survey control.
 TE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1000.See file dsdata.txt to determine how the superseded data were derived.
 TE1000
 TE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU294936(NAD 83)
 TE1000_MARKER: DB = BENCH MARK DISK
 TE1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TE1000_SP_SET: ROD
 TE1000_STAMPING: P 454 1964
 TE1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TE1000
 TE1000  HISTORY     - Date     Condition        Report By
 TE1000  HISTORY     - 1964     MONUMENTED       CGS
 TE1000
 TE1000                          STATION DESCRIPTION
 TE1000
 TE1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1000'7.55 MI NW FROM LOMA.
 TE1000'ABOUT 3.0 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TE1000'LOMA, THENCE 4.55 MILES NORTH ALONG A GRADED ROAD, NEAR THE JUNCTION
 TE1000'OF A ROAD LEADING WEST, IN LINE WITH A FENCE AROUND A PASTURE, IN
 TE1000'SECTION 12, R 62 W, T 160 N, 93 1/2 FEET EAST OF THE CENTER LINE OF
 TE1000'THE NORTH-SOUTH ROAD, 96 1/2 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 TE1000'OF THE JUNCTION, 33 1/2 FEET NORTHEAST OF A POWER LINE POLE, 0.7 FOOT
 TE1000'NORTH OF A FENCE LINE, 18 1/2 FEET EAST OF A FENCE CORNER, 1.7 FEET
 TE1000'WEST OF A STEEL WITNESS POST, 1/2 FOOT BELOW THE LEVEL OF THE ROAD,
 TE1000'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 TE1000'GROUND AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE
 TE1000'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0223 ***********************************************************************
 TE0223  DESIGNATION -  P 455
 TE0223  PID         -  TE0223
 TE0223  STATE/COUNTY-  ND/CAVALIER
 TE0223  USGS QUAD   -  MILTON (1972)
 TE0223
 TE0223                         *CURRENT SURVEY CONTROL
 TE0223  ___________________________________________________________________
 TE0223* NAD 83(1986)-  48 44 46.     (N)    098 06 07.     (W)     SCALED    
 TE0223* NAVD 88     -       484.374  (meters)    1589.15   (feet)  ADJUSTED  
 TE0223  ___________________________________________________________________
 TE0223  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 TE0223  DYNAMIC HT  -         484.485 (meters)    1589.51  (feet)  COMP
 TE0223  MODELED GRAV-     980,823.8   (mgal)                       NAVD 88
 TE0223
 TE0223  VERT ORDER  -  SECOND    CLASS 0
 TE0223
 TE0223.The horizontal coordinates were scaled from a topographic map and have
 TE0223.an estimated accuracy of +/- 6 seconds.
 TE0223
 TE0223.The orthometric height was determined by differential leveling
 TE0223.and adjusted by the National Geodetic Survey in June 1991..
 TE0223
 TE0223.The geoid height was determined by GEOID03.
 TE0223
 TE0223.The dynamic height is computed by dividing the NAVD 88
 TE0223.geopotential number by the normal gravity value computed on the
 TE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0223.degrees latitude (g = 980.6199 gals.).
 TE0223
 TE0223.The modeled gravity was interpolated from observed gravity values.
 TE0223
 TE0223;                    North         East    Units  Estimated Accuracy
 TE0223;SPC ND N     -   196,890.      776,330.      MT  (+/- 180 meters Scaled)
 TE0223
 TE0223                          SUPERSEDED SURVEY CONTROL
 TE0223
 TE0223  NGVD 29 (??/??/92)  484.008  (m)         1587.95   (f) ADJ UNCH    2 0
 TE0223
 TE0223.Superseded values are not recommended for survey control.
 TE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0223.See file dsdata.txt to determine how the superseded data were derived.
 TE0223
 TE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU660996(NAD 83)
 TE0223_MARKER: DB = BENCH MARK DISK
 TE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0223_STAMPING: P 455 1964
 TE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0223+STABILITY: SURFACE MOTION
 TE0223
 TE0223  HISTORY     - Date     Condition        Report By
 TE0223  HISTORY     - 1964     MONUMENTED       CGS
 TE0223
 TE0223                          STATION DESCRIPTION
 TE0223
 TE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE0223'13.1 MI SE FROM LANGDON.
 TE0223'ABOUT 12.1 MILES EAST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE0223'LANGDON, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, IN SECTION 25, R
 TE0223'58 W, T 161 N, 0.5 MILE SOUTH OF THE GOLDBERG CHURCH AND CEMETERY, AT
 TE0223'A ROAD INTERSECTION, 61 FEET EAST OF THE CENTER LINE OF THE
 TE0223'NORTH-SOUTH ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 TE0223'ROAD, 81 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
 TE0223'35 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET SOUTH OF A METAL
 TE0223'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE NORTH-SOUTH ROAD, SET IN
 TE0223'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 TE0223'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1006 ***********************************************************************
 TE1006  DESIGNATION -  P 456
 TE1006  PID         -  TE1006
 TE1006  STATE/COUNTY-  ND/CAVALIER
 TE1006  USGS QUAD   -  LOMA (1970)
 TE1006
 TE1006                         *CURRENT SURVEY CONTROL
 TE1006  ___________________________________________________________________
 TE1006* NAD 83(1986)-  48 43 55.     (N)    098 36 23.     (W)     SCALED    
 TE1006* NAVD 88     -       483.254  (meters)    1585.48   (feet)  ADJUSTED  
 TE1006  ___________________________________________________________________
 TE1006  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 TE1006  DYNAMIC HT  -         483.362 (meters)    1585.83  (feet)  COMP
 TE1006  MODELED GRAV-     980,819.9   (mgal)                       NAVD 88
 TE1006
 TE1006  VERT ORDER  -  SECOND    CLASS 0
 TE1006
 TE1006.The horizontal coordinates were scaled from a topographic map and have
 TE1006.an estimated accuracy of +/- 6 seconds.
 TE1006
 TE1006.The orthometric height was determined by differential leveling
 TE1006.and adjusted by the National Geodetic Survey in June 1991..
 TE1006
 TE1006.The geoid height was determined by GEOID03.
 TE1006
 TE1006.The dynamic height is computed by dividing the NAVD 88
 TE1006.geopotential number by the normal gravity value computed on the
 TE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1006.degrees latitude (g = 980.6199 gals.).
 TE1006
 TE1006.The modeled gravity was interpolated from observed gravity values.
 TE1006
 TE1006;                    North         East    Units  Estimated Accuracy
 TE1006;SPC ND N     -   194,280.      739,290.      MT  (+/- 180 meters Scaled)
 TE1006
 TE1006                          SUPERSEDED SURVEY CONTROL
 TE1006
 TE1006  NGVD 29 (??/??/92)  482.878  (m)         1584.24   (f) ADJ UNCH    2 0
 TE1006
 TE1006.Superseded values are not recommended for survey control.
 TE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1006.See file dsdata.txt to determine how the superseded data were derived.
 TE1006
 TE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU289977(NAD 83)
 TE1006_MARKER: DB = BENCH MARK DISK
 TE1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1006_STAMPING: P 456 1964
 TE1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1006+STABILITY: SURFACE MOTION
 TE1006
 TE1006  HISTORY     - Date     Condition        Report By
 TE1006  HISTORY     - 1964     MONUMENTED       CGS
 TE1006  HISTORY     - 1968     GOOD             DOD
 TE1006
 TE1006                          STATION DESCRIPTION
 TE1006
 TE1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TE1006'12.9 MI W FROM LANGDON.
 TE1006'ABOUT 10.9 MILES WEST ALONG STATE HIGHWAY 5 FROM THE COURTHOUSE AT
 TE1006'LANGDON, THENCE 2.0 MILES SOUTH ALONG A GRADED ROAD, IN SECTION 36, R
 TE1006'62 W, T 161 N, AT THE INTERSECTION OF AN EAST-WEST ROAD, 93 FEET WEST
 TE1006'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 109 FEET SOUTHWEST OF THE
 TE1006'APPROXIMATE CENTER OF THE INTERSECTION, 65 1/2 FEET SOUTH OF THE
 TE1006'CENTER LINE OF THE EAST-WEST ROAD, 10 FEET NORTH OF THE NORTHWEST
 TE1006'CORNER OF AN 8-BY-8-FOOT WHITE WOODEN BUILDING OF THE TELEPHONE
 TE1006'COMPANY, 2 1/2 FEET EAST OF A TELEPHONE POLE WITH AN ELECTRIC METER,
 TE1006'19 1/2 FEET WEST OF ANOTHER TELEPHONE POLE,  2 FEET WEST OF A STEEL
 TE1006'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 TE1006'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 TE1006
 TE1006                          STATION RECOVERY (1968)
 TE1006
 TE1006'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1968
 TE1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0449 ***********************************************************************
 RP0449  DESIGNATION -  P 46
 RP0449  PID         -  RP0449
 RP0449  STATE/COUNTY-  ND/CASS
 RP0449  USGS QUAD   -  KINDRED (1959)
 RP0449
 RP0449                         *CURRENT SURVEY CONTROL
 RP0449  ___________________________________________________________________
 RP0449* NAD 83(1986)-  46 41 59.     (N)    097 06 53.     (W)     SCALED    
 RP0449* NAVD 88     -       282.321  (meters)     926.25   (feet)  ADJUSTED  
 RP0449  ___________________________________________________________________
 RP0449  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 RP0449  DYNAMIC HT  -         282.338 (meters)     926.30  (feet)  COMP
 RP0449  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RP0449
 RP0449  VERT ORDER  -  SECOND    CLASS 0
 RP0449
 RP0449.The horizontal coordinates were scaled from a topographic map and have
 RP0449.an estimated accuracy of +/- 6 seconds.
 RP0449
 RP0449.The orthometric height was determined by differential leveling
 RP0449.and adjusted by the National Geodetic Survey in June 1991..
 RP0449
 RP0449.The geoid height was determined by GEOID03.
 RP0449
 RP0449.The dynamic height is computed by dividing the NAVD 88
 RP0449.geopotential number by the normal gravity value computed on the
 RP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0449.degrees latitude (g = 980.6199 gals.).
 RP0449
 RP0449.The modeled gravity was interpolated from observed gravity values.
 RP0449
 RP0449;                    North         East    Units  Estimated Accuracy
 RP0449;SPC ND S     -   120,410.      858,810.      MT  (+/- 180 meters Scaled)
 RP0449
 RP0449                          SUPERSEDED SURVEY CONTROL
 RP0449
 RP0449  NGVD 29 (??/??/92)  282.030  (m)          925.29   (f) ADJ UNCH    2 0
 RP0449
 RP0449.Superseded values are not recommended for survey control.
 RP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0449.See file dsdata.txt to determine how the superseded data were derived.
 RP0449
 RP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS441735(NAD 83)
 RP0449_MARKER: DB = BENCH MARK DISK
 RP0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0449_STAMPING: P-46 1934
 RP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0449+STABILITY: SURFACE MOTION
 RP0449
 RP0449  HISTORY     - Date     Condition        Report By
 RP0449  HISTORY     - 1934     MONUMENTED       CGS
 RP0449
 RP0449                          STATION DESCRIPTION
 RP0449
 RP0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RP0449'2.3 MI SW FROM DAVENPORT.
 RP0449'2.3 MILES SOUTHWEST OF CROSSING OF RAILROADS AT DAVENPORT.  ALONG
 RP0449'NORTHERN PACIFIC RAILROAD AT FIRST POLE NORTHEAST OF PUBLIC CROSSING
 RP0449'AND 30 FOOT RAILROAD WOODEN BRIDGE NO.20 AND 14 POLES SOUTHWEST OF
 RP0449'MILEPOST NO.20.  SET IN POST 3 FEET BELOW RAIL LEVEL, 4 FEET SOUTHWEST
 RP0449'OF POLE, 39 FEET NORTHWEST OF CENTER LINE OF TRACK AND 70 FEET
 RP0449'NORTHEAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1549 ***********************************************************************
 TG1549  DESIGNATION -  P 462
 TG1549  PID         -  TG1549
 TG1549  STATE/COUNTY-  ND/MCKENZIE
 TG1549  USGS QUAD   -  WILLISTON SW (1979)
 TG1549
 TG1549                         *CURRENT SURVEY CONTROL
 TG1549  ___________________________________________________________________
 TG1549* NAD 83(1986)-  48 04 13.     (N)    103 40 41.     (W)     SCALED    
 TG1549* NAVD 88     -       566.572  (meters)    1858.83   (feet)  ADJUSTED  
 TG1549  ___________________________________________________________________
 TG1549  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 TG1549  DYNAMIC HT  -         566.643 (meters)    1859.06  (feet)  COMP
 TG1549  MODELED GRAV-     980,719.3   (mgal)                       NAVD 88
 TG1549
 TG1549  VERT ORDER  -  FIRST     CLASS II
 TG1549
 TG1549.The horizontal coordinates were scaled from a topographic map and have
 TG1549.an estimated accuracy of +/- 6 seconds.
 TG1549
 TG1549.The orthometric height was determined by differential leveling
 TG1549.and adjusted by the National Geodetic Survey in June 1991..
 TG1549
 TG1549.The geoid height was determined by GEOID03.
 TG1549
 TG1549.The dynamic height is computed by dividing the NAVD 88
 TG1549.geopotential number by the normal gravity value computed on the
 TG1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1549.degrees latitude (g = 980.6199 gals.).
 TG1549
 TG1549.The modeled gravity was interpolated from observed gravity values.
 TG1549
 TG1549;                    North         East    Units  Estimated Accuracy
 TG1549;SPC ND N     -   123,880.      363,240.      MT  (+/- 180 meters Scaled)
 TG1549
 TG1549                          SUPERSEDED SURVEY CONTROL
 TG1549
 TG1549.No superseded survey control is available for this station.
 TG1549
 TG1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEP984249(NAD 83)
 TG1549_MARKER: I = METAL ROD
 TG1549_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1549_SP_SET: STAINLESS STEEL ROD
 TG1549_STAMPING: P 462 1981
 TG1549_MARK LOGO: NGS   
 TG1549_PROJECTION: FLUSH
 TG1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1549_ROD/PIPE-DEPTH: 11.0 meters
 TG1549
 TG1549  HISTORY     - Date     Condition        Report By
 TG1549  HISTORY     - 1981     MONUMENTED       NGS
 TG1549
 TG1549                          STATION DESCRIPTION
 TG1549
 TG1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TG1549'9.0 KM (5.6 MI) SOUTH FROM WILLISTON.
 TG1549'9.0 KM (5.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 TG1549'U.S. HIGHWAY 2 IN WILLISTON, 29.6 METERS (97.0 FT) WEST OF THE
 TG1549'CENTERLINE OF THE HIGHWAY, 21.8 METERS (71.5 FT) NORTH OF THE CENTER
 TG1549'OF THE ROAD LEADING WEST, 6.1 METERS (20.0 FT) SOUTH OF A SIGN (LEWIS
 TG1549'AND CLARK STATE WILDLIFE AREA) AND 0.6 METER (2.0 FT) NORTH OF A
 TG1549'RIGHT-OF-WAY MARKER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 TG1549'5-INCH LOGO CAP.
 TG1549'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 TG1549'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SP0317 ***********************************************************************
 SP0317  DESIGNATION -  P 463
 SP0317  PID         -  SP0317
 SP0317  STATE/COUNTY-  ND/MCKENZIE
 SP0317  USGS QUAD   -  FAIRVIEW (1972)
 SP0317
 SP0317                         *CURRENT SURVEY CONTROL
 SP0317  ___________________________________________________________________
 SP0317* NAD 83(1986)-  47 51 47.     (N)    104 01 59.     (W)     SCALED    
 SP0317* NAVD 88     -       578.833  (meters)    1899.05   (feet)  ADJUSTED  
 SP0317  ___________________________________________________________________
 SP0317  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 SP0317  DYNAMIC HT  -         578.895 (meters)    1899.26  (feet)  COMP
 SP0317  MODELED GRAV-     980,700.0   (mgal)                       NAVD 88
 SP0317
 SP0317  VERT ORDER  -  FIRST     CLASS II
 SP0317
 SP0317.The horizontal coordinates were scaled from a topographic map and have
 SP0317.an estimated accuracy of +/- 6 seconds.
 SP0317
 SP0317.The orthometric height was determined by differential leveling
 SP0317.and adjusted by the National Geodetic Survey in June 1991..
 SP0317
 SP0317.The geoid height was determined by GEOID03.
 SP0317
 SP0317.The dynamic height is computed by dividing the NAVD 88
 SP0317.geopotential number by the normal gravity value computed on the
 SP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SP0317.degrees latitude (g = 980.6199 gals.).
 SP0317
 SP0317.The modeled gravity was interpolated from observed gravity values.
 SP0317
 SP0317;                    North         East    Units  Estimated Accuracy
 SP0317;SPC ND N     -   102,020.      335,760.      MT  (+/- 180 meters Scaled)
 SP0317
 SP0317                          SUPERSEDED SURVEY CONTROL
 SP0317
 SP0317.No superseded survey control is available for this station.
 SP0317
 SP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEP723015(NAD 83)
 SP0317_MARKER: I = METAL ROD
 SP0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SP0317_SP_SET: STAINLESS STEEL ROD
 SP0317_STAMPING: P 463 1981
 SP0317_MARK LOGO: NGS   
 SP0317_PROJECTION: FLUSH
 SP0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SP0317_ROD/PIPE-DEPTH: 17.1 meters
 SP0317
 SP0317  HISTORY     - Date     Condition        Report By
 SP0317  HISTORY     - 1981     MONUMENTED       NGS
 SP0317
 SP0317                          STATION DESCRIPTION
 SP0317
 SP0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SP0317'1.9 KM (1.15 MI) EAST FROM FAIRVIEW.
 SP0317'1.9 KM (1.15 MI) EASTERLY ALONG STATE HIGHWAY 200 FROM THE POST OFFICE
 SP0317'IN FAIRVIEW, 32.0 METERS (104.0 FT) NORTH OF THE CENTERLINE OF THE
 SP0317'HIGHWAY AND 9.0 METERS (30.0 FT) EAST OF THE CENTERLINE OF STATE
 SP0317'HIGHWAY 58.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 SP0317'CAP.
 SP0317'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SP0317'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1814 ***********************************************************************
 TF1814  DESIGNATION -  P 464
 TF1814  PID         -  TF1814
 TF1814  STATE/COUNTY-  ND/MOUNTRAIL
 TF1814  USGS QUAD   -  TAGUS (1980)
 TF1814
 TF1814                         *CURRENT SURVEY CONTROL
 TF1814  ___________________________________________________________________
 TF1814* NAD 83(1986)-  48 21 22.     (N)    101 56 36.     (W)     SCALED    
 TF1814* NAVD 88     -       677.515  (meters)    2222.81   (feet)  ADJUSTED  
 TF1814  ___________________________________________________________________
 TF1814  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 TF1814  DYNAMIC HT  -         677.619 (meters)    2223.16  (feet)  COMP
 TF1814  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 TF1814
 TF1814  VERT ORDER  -  FIRST     CLASS II
 TF1814
 TF1814.The horizontal coordinates were scaled from a topographic map and have
 TF1814.an estimated accuracy of +/- 6 seconds.
 TF1814
 TF1814.The orthometric height was determined by differential leveling
 TF1814.and adjusted by the National Geodetic Survey in June 1991..
 TF1814
 TF1814.The geoid height was determined by GEOID03.
 TF1814
 TF1814.The dynamic height is computed by dividing the NAVD 88
 TF1814.geopotential number by the normal gravity value computed on the
 TF1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1814.degrees latitude (g = 980.6199 gals.).
 TF1814
 TF1814.The modeled gravity was interpolated from observed gravity values.
 TF1814
 TF1814;                    North         East    Units  Estimated Accuracy
 TF1814;SPC ND N     -   151,780.      493,050.      MT  (+/- 180 meters Scaled)
 TF1814
 TF1814                          SUPERSEDED SURVEY CONTROL
 TF1814
 TF1814.No superseded survey control is available for this station.
 TF1814
 TF1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UKU819600(NAD 83)
 TF1814_MARKER: I = METAL ROD
 TF1814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1814_SP_SET: STAINLESS STEEL ROD
 TF1814_STAMPING: P 464 1981
 TF1814_MARK LOGO: NGS   
 TF1814_PROJECTION: FLUSH
 TF1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1814_ROD/PIPE-DEPTH: 7.3  meters
 TF1814
 TF1814  HISTORY     - Date     Condition        Report By
 TF1814  HISTORY     - 1981     MONUMENTED       NGS
 TF1814
 TF1814                          STATION DESCRIPTION
 TF1814
 TF1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TF1814'1.8 KM (1.1 MI) NW FROM TAGUS.
 TF1814'0.8 KM (0.5 MI) NORTHERLY ALONG A PAVED ROAD FROM THE BURLINGTON
 TF1814'NORTHERN RAILROAD STATION IN TAGUS, THENCE 1.0 KM (0.6 MI) WESTERLY
 TF1814'ALONG COUNTY ROAD 5 W, 26.5 METERS (86.9 FT) NORTH OF THE CENTERLINE
 TF1814'OF THE ROAD, 15.2 METERS (49.9 FT) EAST OF THE CENTER OF A GRAVELED
 TF1814'ROAD LEADING NORTH AND 1.2 METERS (3.9 FT) EAST OF A UTILITY POLE.
 TF1814'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TF1814'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1814'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1618 ***********************************************************************
 TG1618  DESIGNATION -  P 465
 TG1618  PID         -  TG1618
 TG1618  STATE/COUNTY-  ND/WILLIAMS
 TG1618  USGS QUAD   -  TIOGA SE (1979)
 TG1618
 TG1618                         *CURRENT SURVEY CONTROL
 TG1618  ___________________________________________________________________
 TG1618* NAD 83(1986)-  48 20 34.     (N)    102 50 00.     (W)     SCALED    
 TG1618* NAVD 88     -       707.419  (meters)    2320.92   (feet)  ADJUSTED  
 TG1618  ___________________________________________________________________
 TG1618  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 TG1618  DYNAMIC HT  -         707.526 (meters)    2321.27  (feet)  COMP
 TG1618  MODELED GRAV-     980,738.0   (mgal)                       NAVD 88
 TG1618
 TG1618  VERT ORDER  -  FIRST     CLASS II
 TG1618
 TG1618.The horizontal coordinates were scaled from a topographic map and have
 TG1618.an estimated accuracy of +/- 6 seconds.
 TG1618
 TG1618.The orthometric height was determined by differential leveling
 TG1618.and adjusted by the National Geodetic Survey in June 1991..
 TG1618
 TG1618.The geoid height was determined by GEOID03.
 TG1618
 TG1618.The dynamic height is computed by dividing the NAVD 88
 TG1618.geopotential number by the normal gravity value computed on the
 TG1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1618.degrees latitude (g = 980.6199 gals.).
 TG1618
 TG1618.The modeled gravity was interpolated from observed gravity values.
 TG1618
 TG1618;                    North         East    Units  Estimated Accuracy
 TG1618;SPC ND N     -   151,910.      427,070.      MT  (+/- 180 meters Scaled)
 TG1618
 TG1618                          SUPERSEDED SURVEY CONTROL
 TG1618
 TG1618.No superseded survey control is available for this station.
 TG1618
 TG1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP605566(NAD 83)
 TG1618_MARKER: I = METAL ROD
 TG1618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1618_SP_SET: STAINLESS STEEL ROD
 TG1618_STAMPING: P 465 1982
 TG1618_MARK LOGO: NGS   
 TG1618_PROJECTION: FLUSH
 TG1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1618_ROD/PIPE-DEPTH: 4.9  meters
 TG1618
 TG1618  HISTORY     - Date     Condition        Report By
 TG1618  HISTORY     - 1982     MONUMENTED       NGS
 TG1618
 TG1618                          STATION DESCRIPTION
 TG1618
 TG1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1618'22.6 KM (14.0 MI) WEST FROM ROSS.
 TG1618'21.6 KM (13.4 MI) WESTERLY ALONG COUNTY ROAD 15 FROM THE BURLINGTON
 TG1618'NORTHERN RAILROAD STATION IN ROSS, THENCE 1.0 KM (0.6 MI) WESTERLY
 TG1618'ALONG U. S. HIGHWAY 2, 77.1 METERS (253.0 FT) NORTHWEST OF MILEPOST
 TG1618'69, 51.2 METERS (168.0 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING
 TG1618'NORTH TO A FARM HOUSE, 29.6 METERS (97.1 FT) NORTH OF THE CENTERLINE
 TG1618'OF THE HIGHWAY, 8.4 METERS (27.6 FT) EAST OF A UTILITY POLE AND 0.7
 TG1618'METER (2.3 FT) WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 TG1618'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1618'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1618'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1580 ***********************************************************************
 TG1580  DESIGNATION -  P 466
 TG1580  PID         -  TG1580
 TG1580  STATE/COUNTY-  ND/WILLIAMS
 TG1580  USGS QUAD   -  EPPING (1978)
 TG1580
 TG1580                         *CURRENT SURVEY CONTROL
 TG1580  ___________________________________________________________________
 TG1580* NAD 83(1986)-  48 17 50.     (N)    103 19 31.     (W)     SCALED    
 TG1580* NAVD 88     -       699.500  (meters)    2294.94   (feet)  ADJUSTED  
 TG1580  ___________________________________________________________________
 TG1580  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1580  DYNAMIC HT  -         699.596 (meters)    2295.26  (feet)  COMP
 TG1580  MODELED GRAV-     980,725.8   (mgal)                       NAVD 88
 TG1580
 TG1580  VERT ORDER  -  FIRST     CLASS II
 TG1580
 TG1580.The horizontal coordinates were scaled from a topographic map and have
 TG1580.an estimated accuracy of +/- 6 seconds.
 TG1580
 TG1580.The orthometric height was determined by differential leveling
 TG1580.and adjusted by the National Geodetic Survey in June 1991..
 TG1580
 TG1580.The geoid height was determined by GEOID03.
 TG1580
 TG1580.The dynamic height is computed by dividing the NAVD 88
 TG1580.geopotential number by the normal gravity value computed on the
 TG1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1580.degrees latitude (g = 980.6199 gals.).
 TG1580
 TG1580.The modeled gravity was interpolated from observed gravity values.
 TG1580
 TG1580;                    North         East    Units  Estimated Accuracy
 TG1580;SPC ND N     -   148,070.      390,440.      MT  (+/- 180 meters Scaled)
 TG1580
 TG1580                          SUPERSEDED SURVEY CONTROL
 TG1580
 TG1580.No superseded survey control is available for this station.
 TG1580
 TG1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP242506(NAD 83)
 TG1580_MARKER: I = METAL ROD
 TG1580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1580_SP_SET: STAINLESS STEEL ROD
 TG1580_STAMPING: P 466 1982
 TG1580_MARK LOGO: NGS   
 TG1580_PROJECTION: FLUSH
 TG1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1580_ROD/PIPE-DEPTH: 7.3  meters
 TG1580
 TG1580  HISTORY     - Date     Condition        Report By
 TG1580  HISTORY     - 1982     MONUMENTED       NGS
 TG1580
 TG1580                          STATION DESCRIPTION
 TG1580
 TG1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1580'4.2 KM (2.55 MI) NE FROM EPPING.
 TG1580'0.1 KM (0.05 MI) EASTERLY ALONG A DIRT ROAD FROM THE POST OFFICE IN
 TG1580'EPPING, THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG COUNTY ROAD 42, THENCE
 TG1580'2.2 KM (1.35 MI) EASTERLY ALONG COUNTY ROAD 8, THENCE 1.4 KM (0.85 MI)
 TG1580'NORTH ALONG OLD U. S. HIGHWAY 2, 13.9 METERS (45.6 FT) SOUTHWEST OF
 TG1580'THE SOUTHWEST END OF A BOX CULVERT AND 11.4 METERS (37.4 FT) WEST OF
 TG1580'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 TG1580'THROUGH A 5-INCH LOGO CAP.
 TG1580'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TG1580'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1560 ***********************************************************************
 TG1560  DESIGNATION -  P 467
 TG1560  PID         -  TG1560
 TG1560  STATE/COUNTY-  ND/WILLIAMS
 TG1560  USGS QUAD   -  WILLISTON WEST (1976)
 TG1560
 TG1560                         *CURRENT SURVEY CONTROL
 TG1560  ___________________________________________________________________
 TG1560* NAD 83(1986)-  48 10 14.     (N)    103 37 33.     (W)     SCALED    
 TG1560* NAVD 88     -       571.497  (meters)    1874.99   (feet)  ADJUSTED  
 TG1560  ___________________________________________________________________
 TG1560  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 TG1560  DYNAMIC HT  -         571.578 (meters)    1875.25  (feet)  COMP
 TG1560  MODELED GRAV-     980,734.2   (mgal)                       NAVD 88
 TG1560
 TG1560  VERT ORDER  -  FIRST     CLASS II
 TG1560
 TG1560.The horizontal coordinates were scaled from a topographic map and have
 TG1560.an estimated accuracy of +/- 6 seconds.
 TG1560
 TG1560.The orthometric height was determined by differential leveling
 TG1560.and adjusted by the National Geodetic Survey in June 1991..
 TG1560
 TG1560.The geoid height was determined by GEOID03.
 TG1560
 TG1560.The dynamic height is computed by dividing the NAVD 88
 TG1560.geopotential number by the normal gravity value computed on the
 TG1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1560.degrees latitude (g = 980.6199 gals.).
 TG1560
 TG1560.The modeled gravity was interpolated from observed gravity values.
 TG1560
 TG1560;                    North         East    Units  Estimated Accuracy
 TG1560;SPC ND N     -   134,860.      367,580.      MT  (+/- 180 meters Scaled)
 TG1560
 TG1560                          SUPERSEDED SURVEY CONTROL
 TG1560
 TG1560.No superseded survey control is available for this station.
 TG1560
 TG1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP021361(NAD 83)
 TG1560_MARKER: I = METAL ROD
 TG1560_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TG1560_SP_SET: STAINLESS STEEL ROD
 TG1560_STAMPING: P 467 1982
 TG1560_MARK LOGO: NGS   
 TG1560_PROJECTION: FLUSH
 TG1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TG1560_ROD/PIPE-DEPTH: 9.8  meters
 TG1560
 TG1560  HISTORY     - Date     Condition        Report By
 TG1560  HISTORY     - 1982     MONUMENTED       NGS
 TG1560
 TG1560                          STATION DESCRIPTION
 TG1560
 TG1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TG1560'9.0 KM (5.6 MI) NORTH FROM WILLISTON.
 TG1560'9.0 KM (5.6 MI) EASTERLY ALONG U. S. HIGHWAYS 2 AND 85 FROM THEIR
 TG1560'JUNCTION IN WILLISTON, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF
 TG1560'26TH STREET AND 2ND AVENUE WEST, 23.4 METERS (76.8 FT) WEST OF THE
 TG1560'NORTHWEST CORNER OF THE CLAUSEN WELDING BUILDING, 11.5 METERS (37.7
 TG1560'FT) WEST OF THE CENTER OF A FRONTAGE ROAD, 7.9 METERS (25.9 FT) EAST
 TG1560'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 1.2
 TG1560'METERS (3.9 FT) NORTH OF UTILITY POLE NUMBER 15.  NOTE=ACCESS TO THE
 TG1560'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 TG1560'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TG1560'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0582 ***********************************************************************
 RR0582  DESIGNATION -  P 468
 RR0582  PID         -  RR0582
 RR0582  STATE/COUNTY-  ND/MORTON
 RR0582  USGS QUAD   -  JUDSON (1970)
 RR0582
 RR0582                         *CURRENT SURVEY CONTROL
 RR0582  ___________________________________________________________________
 RR0582* NAD 83(1986)-  46 50 49.     (N)    101 20 31.     (W)     SCALED    
 RR0582* NAVD 88     -       640.549  (meters)    2101.53   (feet)  ADJUSTED  
 RR0582  ___________________________________________________________________
 RR0582  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 RR0582  DYNAMIC HT  -         640.555 (meters)    2101.55  (feet)  COMP
 RR0582  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 RR0582
 RR0582  VERT ORDER  -  FIRST     CLASS II
 RR0582
 RR0582.The horizontal coordinates were scaled from a topographic map and have
 RR0582.an estimated accuracy of +/- 6 seconds.
 RR0582
 RR0582.The orthometric height was determined by differential leveling
 RR0582.and adjusted by the National Geodetic Survey in June 1991..
 RR0582
 RR0582.The geoid height was determined by GEOID03.
 RR0582
 RR0582.The dynamic height is computed by dividing the NAVD 88
 RR0582.geopotential number by the normal gravity value computed on the
 RR0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0582.degrees latitude (g = 980.6199 gals.).
 RR0582
 RR0582.The modeled gravity was interpolated from observed gravity values.
 RR0582
 RR0582;                    North         East    Units  Estimated Accuracy
 RR0582;SPC ND S     -   131,540.      535,790.      MT  (+/- 180 meters Scaled)
 RR0582
 RR0582                          SUPERSEDED SURVEY CONTROL
 RR0582
 RR0582.No superseded survey control is available for this station.
 RR0582
 RR0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS214908(NAD 83)
 RR0582_MARKER: I = METAL ROD
 RR0582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0582_SP_SET: STAINLESS STEEL ROD
 RR0582_STAMPING: P 468 1982
 RR0582_MARK LOGO: NGS   
 RR0582_PROJECTION: FLUSH
 RR0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0582_ROD/PIPE-DEPTH: 4.9  meters
 RR0582
 RR0582  HISTORY     - Date     Condition        Report By
 RR0582  HISTORY     - 1982     MONUMENTED       NGS
 RR0582
 RR0582                          STATION DESCRIPTION
 RR0582
 RR0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0582'5.7 KM (3.55 MI) EAST FROM NEW SALEM.
 RR0582'5.7 KM (3.55 MI) EASTERLY ALONG COUNTY ROAD 139 FROM ITS JUNCTION WITH
 RR0582'STATE HIGHWAY 31 IN NEW SALEM, 31.4 METERS (103.0 FT) SOUTH OF THE
 RR0582'CENTERLINE OF THE ROAD AND 6.9 METERS (22.6 FT) EAST OF THE CENTER OF
 RR0582'A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 RR0582'LOGO CAP.
 RR0582'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 RR0582'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0225 ***********************************************************************
 SL0225  DESIGNATION -  P 47
 SL0225  PID         -  SL0225
 SL0225  STATE/COUNTY-  ND/CASS
 SL0225  USGS QUAD   -  ARGUSVILLE (1976)
 SL0225
 SL0225                         *CURRENT SURVEY CONTROL
 SL0225  ___________________________________________________________________
 SL0225* NAD 83(1986)-  47 06 30.     (N)    096 57 13.     (W)     SCALED    
 SL0225* NAVD 88     -       270.931  (meters)     888.88   (feet)  ADJUSTED  
 SL0225  ___________________________________________________________________
 SL0225  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 SL0225  DYNAMIC HT  -         270.968 (meters)     889.00  (feet)  COMP
 SL0225  MODELED GRAV-     980,744.5   (mgal)                       NAVD 88
 SL0225
 SL0225  VERT ORDER  -  SECOND    CLASS 0
 SL0225
 SL0225.The horizontal coordinates were scaled from a topographic map and have
 SL0225.an estimated accuracy of +/- 6 seconds.
 SL0225
 SL0225.The orthometric height was determined by differential leveling
 SL0225.and adjusted by the National Geodetic Survey in June 1991..
 SL0225
 SL0225.The geoid height was determined by GEOID03.
 SL0225
 SL0225.The dynamic height is computed by dividing the NAVD 88
 SL0225.geopotential number by the normal gravity value computed on the
 SL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0225.degrees latitude (g = 980.6199 gals.).
 SL0225
 SL0225.The modeled gravity was interpolated from observed gravity values.
 SL0225
 SL0225;                    North         East    Units  Estimated Accuracy
 SL0225;SPC ND S     -   166,330.      869,070.      MT  (+/- 180 meters Scaled)
 SL0225
 SL0225                          SUPERSEDED SURVEY CONTROL
 SL0225
 SL0225  NGVD 29 (??/??/92)  270.618  (m)          887.85   (f) ADJ UNCH    2 0
 SL0225
 SL0225.Superseded values are not recommended for survey control.
 SL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0225.See file dsdata.txt to determine how the superseded data were derived.
 SL0225
 SL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT552192(NAD 83)
 SL0225_MARKER: DB = BENCH MARK DISK
 SL0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0225_SP_SET: BRIDGE ABUTMENT
 SL0225_STAMPING: P 47 1934
 SL0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0225
 SL0225  HISTORY     - Date     Condition        Report By
 SL0225  HISTORY     - 1934     MONUMENTED       CGS
 SL0225
 SL0225                          STATION DESCRIPTION
 SL0225
 SL0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0225'2.9 MI SE FROM GARDNER.
 SL0225'2.9 MILES SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SL0225'AT GARDNER, CASS COUNTY, 21 POLES NORTHWEST OF MILEPOST 41, SOUTH OF A
 SL0225'PUBLIC-ROAD CROSSING, AT 30-FOOT CONCRETE BRIDGE 691, IN THE EAST END
 SL0225'OF THE SOUTH CONCRETE ABUTMENT, 7 FEET NORTHEAST OF THE CENTERLINE OF
 SL0225'THE TRACK, AND 18 INCHES LOWER THAN THE RAIL.  A STANDARD DISK,
 SL0225'STAMPED P 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1608 ***********************************************************************
 TE1608  DESIGNATION -  P 472
 TE1608  PID         -  TE1608
 TE1608  STATE/COUNTY-  ND/BENSON
 TE1608  USGS QUAD   -  YORK (1980)
 TE1608
 TE1608                         *CURRENT SURVEY CONTROL
 TE1608  ___________________________________________________________________
 TE1608* NAD 83(1986)-  48 18 42.     (N)    099 34 24.     (W)     SCALED    
 TE1608* NAVD 88     -       489.576  (meters)    1606.22   (feet)  ADJUSTED  
 TE1608  ___________________________________________________________________
 TE1608  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 TE1608  DYNAMIC HT  -         489.665 (meters)    1606.51  (feet)  COMP
 TE1608  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 TE1608
 TE1608  VERT ORDER  -  FIRST     CLASS II
 TE1608
 TE1608.The horizontal coordinates were scaled from a topographic map and have
 TE1608.an estimated accuracy of +/- 6 seconds.
 TE1608
 TE1608.The orthometric height was determined by differential leveling
 TE1608.and adjusted by the National Geodetic Survey in June 1991..
 TE1608
 TE1608.The geoid height was determined by GEOID03.
 TE1608
 TE1608.The dynamic height is computed by dividing the NAVD 88
 TE1608.geopotential number by the normal gravity value computed on the
 TE1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1608.degrees latitude (g = 980.6199 gals.).
 TE1608
 TE1608.The modeled gravity was interpolated from observed gravity values.
 TE1608
 TE1608;                    North         East    Units  Estimated Accuracy
 TE1608;SPC ND N     -   146,250.      668,730.      MT  (+/- 180 meters Scaled)
 TE1608
 TE1608                          SUPERSEDED SURVEY CONTROL
 TE1608
 TE1608.No superseded survey control is available for this station.
 TE1608
 TE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU574511(NAD 83)
 TE1608_MARKER: I = METAL ROD
 TE1608_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 TE1608_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 TE1608_STAMPING: P 472 1982
 TE1608_MARK LOGO: NGS   
 TE1608_PROJECTION: RECESSED 5 CENTIMETERS
 TE1608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TE1608+STABILITY: POSITION/ELEVATION WELL
 TE1608_ROD/PIPE-DEPTH: 14.6 meters
 TE1608_SLEEVE-DEPTH  : 12.1 meters
 TE1608
 TE1608  HISTORY     - Date     Condition        Report By
 TE1608  HISTORY     - 1982     MONUMENTED       NGS
 TE1608
 TE1608                          STATION DESCRIPTION
 TE1608
 TE1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1608'IN YORK.
 TE1608'11.0 KM (6.85 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE EAST
 TE1608'ENTRANCE TO THE LEEDS HIGH SCHOOL IN LEEDS, THENCE 0.2 KM (0.1 MI)
 TE1608'NORTH ALONG A GRAVEL ROAD LEADING TO YORK, SET AT A BELL TOWER,
 TE1608'0.9 METER (3.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK, 1.6 METERS
 TE1608'(5.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE FOUNDATION
 TE1608'FOR A BELL, 1.8 METERS (6.0 FT) NORTH OF THE NORTH EDGE OF A
 TE1608'SIDEWALK, 4.5 METERS (15.0 FT) NORTHWEST OF A POWER POLE WITH
 TE1608'STREET LIGHT ATTACHED, 10.6 METERS (35.0 FT) WEST OF THE CENTER OF
 TE1608'OF MAIN STREET, AND 11.2 METERS (37.0 FT) NORTH OF THE CENTER OF AN
 TE1608'EAST WEST ROAD.
 TE1608'THE MARK IS 0.3 M BELOW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0449 ***********************************************************************
 RQ0449  DESIGNATION -  P 473
 RQ0449  PID         -  RQ0449
 RQ0449  STATE/COUNTY-  ND/STUTSMAN
 RQ0449  USGS QUAD   -  CLEVELAND (1975)
 RQ0449
 RQ0449                         *CURRENT SURVEY CONTROL
 RQ0449  ___________________________________________________________________
 RQ0449* NAD 83(1986)-  46 53 32.     (N)    099 01 53.     (W)     SCALED    
 RQ0449* NAVD 88     -       560.736  (meters)    1839.68   (feet)  ADJUSTED  
 RQ0449  ___________________________________________________________________
 RQ0449  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 RQ0449  DYNAMIC HT  -         560.753 (meters)    1839.74  (feet)  COMP
 RQ0449  MODELED GRAV-     980,626.3   (mgal)                       NAVD 88
 RQ0449
 RQ0449  VERT ORDER  -  FIRST     CLASS II
 RQ0449
 RQ0449.The horizontal coordinates were scaled from a topographic map and have
 RQ0449.an estimated accuracy of +/- 6 seconds.
 RQ0449
 RQ0449.The orthometric height was determined by differential leveling
 RQ0449.and adjusted by the National Geodetic Survey in June 1991..
 RQ0449
 RQ0449.The geoid height was determined by GEOID03.
 RQ0449
 RQ0449.The dynamic height is computed by dividing the NAVD 88
 RQ0449.geopotential number by the normal gravity value computed on the
 RQ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0449.degrees latitude (g = 980.6199 gals.).
 RQ0449
 RQ0449.The modeled gravity was interpolated from observed gravity values.
 RQ0449
 RQ0449;                    North         East    Units  Estimated Accuracy
 RQ0449;SPC ND S     -   137,280.      711,910.      MT  (+/- 180 meters Scaled)
 RQ0449
 RQ0449                          SUPERSEDED SURVEY CONTROL
 RQ0449
 RQ0449.No superseded survey control is available for this station.
 RQ0449
 RQ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS976931(NAD 83)
 RQ0449_MARKER: I = METAL ROD
 RQ0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RQ0449_SP_SET: STAINLESS STEEL ROD
 RQ0449_STAMPING: P 473 1982
 RQ0449_MARK LOGO: NGS   
 RQ0449_PROJECTION: FLUSH
 RQ0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0449_ROD/PIPE-DEPTH: 7.3  meters
 RQ0449
 RQ0449  HISTORY     - Date     Condition        Report By
 RQ0449  HISTORY     - 1982     MONUMENTED       NGS
 RQ0449
 RQ0449                          STATION DESCRIPTION
 RQ0449
 RQ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0449'7.15 KM (4.45 MI) EAST FROM CLEVELAND.
 RQ0449'7.15 KM (4.45 MI) EAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 RQ0449'INTERSECTION OF A ROAD LEADING NORTH TO CLEVELAND, AT THE SAINT
 RQ0449'PAULINES CEMETERY ON THE FRONTAGE ROAD, 0.4 METER (1.5 FT) WEST OF THE
 RQ0449'SOUTHWEST CORNER OF A ROCK PILLAR ENTRANCE POST, 0.6 METER (2.0 FT)
 RQ0449'SOUTH OF A FENCE, 3.0 METERS (10.0 FT) WEST OF THE CENTER OF THE IRON
 RQ0449'GATES TO THE CEMETERY, 10.3 METERS (34.0 FT) NORTH OF THE CENTER OF
 RQ0449'THE FRONTAGE ROAD, AND 47.2 METERS (155.0 FT) EAST OF THE SOUTHEAST
 RQ0449'CORNER OF THE CEMETERY.
 RQ0449'THE MARK IS ABOVE LEVEL WITH FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1851 ***********************************************************************
 TF1851  DESIGNATION -  P 474
 TF1851  PID         -  TF1851
 TF1851  STATE/COUNTY-  ND/PIERCE
 TF1851  USGS QUAD   -  LEVERICH (1954)
 TF1851
 TF1851                         *CURRENT SURVEY CONTROL
 TF1851  ___________________________________________________________________
 TF1851* NAD 83(1986)-  48 28 21.     (N)    100 02 14.     (W)     SCALED    
 TF1851* NAVD 88     -       467.053  (meters)    1532.32   (feet)  ADJUSTED  
 TF1851  ___________________________________________________________________
 TF1851  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 TF1851  DYNAMIC HT  -         467.154 (meters)    1532.65  (feet)  COMP
 TF1851  MODELED GRAV-     980,812.9   (mgal)                       NAVD 88
 TF1851
 TF1851  VERT ORDER  -  FIRST     CLASS II
 TF1851
 TF1851.The horizontal coordinates were scaled from a topographic map and have
 TF1851.an estimated accuracy of +/- 6 seconds.
 TF1851
 TF1851.The orthometric height was determined by differential leveling
 TF1851.and adjusted by the National Geodetic Survey in June 1991..
 TF1851
 TF1851.The geoid height was determined by GEOID03.
 TF1851
 TF1851.The dynamic height is computed by dividing the NAVD 88
 TF1851.geopotential number by the normal gravity value computed on the
 TF1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1851.degrees latitude (g = 980.6199 gals.).
 TF1851
 TF1851.The modeled gravity was interpolated from observed gravity values.
 TF1851
 TF1851;                    North         East    Units  Estimated Accuracy
 TF1851;SPC ND N     -   163,820.      634,220.      MT  (+/- 180 meters Scaled)
 TF1851
 TF1851                          SUPERSEDED SURVEY CONTROL
 TF1851
 TF1851.No superseded survey control is available for this station.
 TF1851
 TF1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU233693(NAD 83)
 TF1851_MARKER: I = METAL ROD
 TF1851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1851_SP_SET: STAINLESS STEEL ROD
 TF1851_STAMPING: P 474 1982
 TF1851_MARK LOGO: NGS   
 TF1851_PROJECTION: FLUSH
 TF1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1851_ROD/PIPE-DEPTH: 9.7  meters
 TF1851
 TF1851  HISTORY     - Date     Condition        Report By
 TF1851  HISTORY     - 1982     MONUMENTED       NGS
 TF1851
 TF1851                          STATION DESCRIPTION
 TF1851
 TF1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1851'14.4 KM (8.95 MI) NORTH FROM RUGBY.
 TF1851'14.4 KM (8.95 MI) NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 TF1851'U.S. HIGHWAY 2 IN RUGBY, AT A SECTION LINE ROAD, 30.5 METERS
 TF1851'(100.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.9 METERS
 TF1851'(55.5 FT) NORTH OF A RIGHT-OF-WAY MARKER, 16.9 METERS (55.5 FT)
 TF1851'WEST-SOUTHWEST OF THE SOUTH END OF A GALVANIZED PIPE CULVERT,
 TF1851'13.7 METERS (45.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD, 0.9 METER
 TF1851'(3.0 FT) SOUTH OF A CORNER FENCE POST, AND 0.3 METER (1.0 FT) EAST OF
 TF1851'A FENCE LINE.
 TF1851'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TF1851'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1878 ***********************************************************************
 TF1878  DESIGNATION -  P 475
 TF1878  PID         -  TF1878
 TF1878  STATE/COUNTY-  ND/ROLETTE
 TF1878  USGS QUAD   -  DUNSEITH (1955)
 TF1878
 TF1878                         *CURRENT SURVEY CONTROL
 TF1878  ___________________________________________________________________
 TF1878* NAD 83(1986)-  48 50 59.     (N)    100 03 03.     (W)     SCALED    
 TF1878* NAVD 88     -       608.034  (meters)    1994.86   (feet)  ADJUSTED  
 TF1878  ___________________________________________________________________
 TF1878  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 TF1878  DYNAMIC HT  -         608.183 (meters)    1995.35  (feet)  COMP
 TF1878  MODELED GRAV-     980,834.6   (mgal)                       NAVD 88
 TF1878
 TF1878  VERT ORDER  -  FIRST     CLASS II
 TF1878
 TF1878.The horizontal coordinates were scaled from a topographic map and have
 TF1878.an estimated accuracy of +/- 6 seconds.
 TF1878
 TF1878.The orthometric height was determined by differential leveling
 TF1878.and adjusted by the National Geodetic Survey in June 1991..
 TF1878
 TF1878.The geoid height was determined by GEOID03.
 TF1878
 TF1878.The dynamic height is computed by dividing the NAVD 88
 TF1878.geopotential number by the normal gravity value computed on the
 TF1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1878.degrees latitude (g = 980.6199 gals.).
 TF1878
 TF1878.The modeled gravity was interpolated from observed gravity values.
 TF1878
 TF1878;                    North         East    Units  Estimated Accuracy
 TF1878;SPC ND N     -   205,760.      632,970.      MT  (+/- 180 meters Scaled)
 TF1878
 TF1878                          SUPERSEDED SURVEY CONTROL
 TF1878
 TF1878.No superseded survey control is available for this station.
 TF1878
 TF1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMV229112(NAD 83)
 TF1878_MARKER: I = METAL ROD
 TF1878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1878_SP_SET: STAINLESS STEEL ROD
 TF1878_STAMPING: P 475 1982
 TF1878_MARK LOGO: NGS   
 TF1878_PROJECTION: FLUSH
 TF1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1878_ROD/PIPE-DEPTH: 9.7  meters
 TF1878
 TF1878  HISTORY     - Date     Condition        Report By
 TF1878  HISTORY     - 1982     MONUMENTED       NGS
 TF1878
 TF1878                          STATION DESCRIPTION
 TF1878
 TF1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1878'5.1 KM (3.2 MI) NORTH FROM DUNSEITH.
 TF1878'5.1 KM (3.2 MI) NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 TF1878'STATE HIGHWAY 5 ON THE SOUTH SIDE OF DUNSEITH, AT A POWERLINE
 TF1878'CROSSING, 89.3 METERS (293.0 FT) NORTH OF THE CENTER OF A CONCRETE
 TF1878'ROAD LEADING EAST, 30.8 METERS (101.0 FT) EAST OF THE CENTERLINE OF
 TF1878'THE HIGHWAY, 28.0 METERS (92.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 TF1878'CORNER OF A TWO STORY HOUSE, 2.0 METERS (6.5 FT) SOUTHWEST OF A POWER
 TF1878'POLE WITH 5 GUY WIRES ATTACHED, AND 0.3 METER (1.0 FT) WEST OF A FENCE
 TF1878'LINE.
 TF1878'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 TF1878'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF1940 ***********************************************************************
 TF1940  DESIGNATION -  P 476
 TF1940  PID         -  TF1940
 TF1940  STATE/COUNTY-  ND/MCHENRY
 TF1940  USGS QUAD   -  TOWNER (1980)
 TF1940
 TF1940                         *CURRENT SURVEY CONTROL
 TF1940  ___________________________________________________________________
 TF1940* NAD 83(1986)-  48 19 36.     (N)    100 24 37.     (W)     SCALED    
 TF1940* NAVD 88     -       456.518  (meters)    1497.76   (feet)  ADJUSTED  
 TF1940  ___________________________________________________________________
 TF1940  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 TF1940  DYNAMIC HT  -         456.610 (meters)    1498.06  (feet)  COMP
 TF1940  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 TF1940
 TF1940  VERT ORDER  -  FIRST     CLASS II
 TF1940
 TF1940.The horizontal coordinates were scaled from a topographic map and have
 TF1940.an estimated accuracy of +/- 6 seconds.
 TF1940
 TF1940.The orthometric height was determined by differential leveling
 TF1940.and adjusted by the National Geodetic Survey in June 1991..
 TF1940
 TF1940.The geoid height was determined by GEOID03.
 TF1940
 TF1940.The dynamic height is computed by dividing the NAVD 88
 TF1940.geopotential number by the normal gravity value computed on the
 TF1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF1940.degrees latitude (g = 980.6199 gals.).
 TF1940
 TF1940.The modeled gravity was interpolated from observed gravity values.
 TF1940
 TF1940;                    North         East    Units  Estimated Accuracy
 TF1940;SPC ND N     -   147,510.      606,650.      MT  (+/- 180 meters Scaled)
 TF1940
 TF1940                          SUPERSEDED SURVEY CONTROL
 TF1940
 TF1940.No superseded survey control is available for this station.
 TF1940
 TF1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULU954535(NAD 83)
 TF1940_MARKER: I = METAL ROD
 TF1940_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TF1940_SP_SET: STAINLESS STEEL ROD
 TF1940_STAMPING: P 476 1982
 TF1940_MARK LOGO: NGS   
 TF1940_PROJECTION: FLUSH
 TF1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TF1940_ROD/PIPE-DEPTH: 9.7  meters
 TF1940
 TF1940  HISTORY     - Date     Condition        Report By
 TF1940  HISTORY     - 1982     MONUMENTED       NGS
 TF1940
 TF1940                          STATION DESCRIPTION
 TF1940
 TF1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TF1940'1.5 KM (0.95 MI) SOUTH FROM TOWNER.
 TF1940'1.5 KM (0.95 MI) SOUTH ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 TF1940'ROUTE 14 NORTH IN TOWNER, AT A SECTION LINE ROAD, 0.6 METER (2.0 FT)
 TF1940'SOUTH OF A RIGHT OF WAY MARKER, 23.4 METERS (77.0 FT) NORTH-NORTHWEST
 TF1940'OF THE NORTH END OF A PIPE CULVERT UNDER THE FIELD ROAD, 29.8 METERS
 TF1940'(98.0 FT) NORTH OF THE CENTER OF A FIELD ROAD, 42.9 METERS (141.0 FT)
 TF1940'NORTH OF A TELEPHONE JUNCTION BOX, AND 37.1 METERS (122.0 FT) WEST OF
 TF1940'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY.
 TF1940'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TF1940'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1545 ***********************************************************************
 TE1545  DESIGNATION -  P 477
 TE1545  PID         -  TE1545
 TE1545  STATE/COUNTY-  ND/NELSON
 TE1545  USGS QUAD   -  MICHIGAN EAST (1971)
 TE1545
 TE1545                         *CURRENT SURVEY CONTROL
 TE1545  ___________________________________________________________________
 TE1545* NAD 83(1986)-  48 01 16.     (N)    098 04 30.     (W)     SCALED    
 TE1545* NAVD 88     -       466.408  (meters)    1530.21   (feet)  ADJUSTED  
 TE1545  ___________________________________________________________________
 TE1545  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 TE1545  DYNAMIC HT  -         466.489 (meters)    1530.47  (feet)  COMP
 TE1545  MODELED GRAV-     980,770.3   (mgal)                       NAVD 88
 TE1545
 TE1545  VERT ORDER  -  FIRST     CLASS II
 TE1545
 TE1545.The horizontal coordinates were scaled from a topographic map and have
 TE1545.an estimated accuracy of +/- 6 seconds.
 TE1545
 TE1545.The orthometric height was determined by differential leveling
 TE1545.and adjusted by the National Geodetic Survey in June 1991..
 TE1545
 TE1545.The geoid height was determined by GEOID03.
 TE1545
 TE1545.The dynamic height is computed by dividing the NAVD 88
 TE1545.geopotential number by the normal gravity value computed on the
 TE1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1545.degrees latitude (g = 980.6199 gals.).
 TE1545
 TE1545.The modeled gravity was interpolated from observed gravity values.
 TE1545
 TE1545;                    North         East    Units  Estimated Accuracy
 TE1545;SPC ND N     -   116,380.      780,850.      MT  (+/- 180 meters Scaled)
 TE1545
 TE1545                          SUPERSEDED SURVEY CONTROL
 TE1545
 TE1545.No superseded survey control is available for this station.
 TE1545
 TE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU689190(NAD 83)
 TE1545_MARKER: I = METAL ROD
 TE1545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1545_SP_SET: STAINLESS STEEL ROD
 TE1545_STAMPING: P 477 1982
 TE1545_MARK LOGO: NGS   
 TE1545_PROJECTION: FLUSH
 TE1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1545_ROD/PIPE-DEPTH: 7.3  meters
 TE1545
 TE1545  HISTORY     - Date     Condition        Report By
 TE1545  HISTORY     - 1982     MONUMENTED       NGS
 TE1545
 TE1545                          STATION DESCRIPTION
 TE1545
 TE1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1545'6.2 KM (3.85 MI) WEST FROM PETERSBURG.
 TE1545'6.2 KM (3.85 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 TE1545'ROAD 5 IN PETERSBURG, NORTHEAST OF A COUNTRY ROAD, SOUTH OF A POWER
 TE1545'POLE WITH 2 GUY WIRES, 31.0 METERS (102.0 FT) NORTH OF THE CENTERLINE
 TE1545'OF THE HIGHWAY, 28.0 METERS (91.8 FT) EAST OF THE CENTER OF A FARM
 TE1545'ACCESS ROAD, 1.3 METERS (4.0 FT) WEST OF A POWERLINE POLE, 0.3 METER
 TE1545'(1.0 FT) SOUTH OF A FENCE LINE, AND 0.3 METER (1.0 FT) SOUTH OF A
 TE1545'WITNESS POST.
 TE1545'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 TE1545'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1578 ***********************************************************************
 TE1578  DESIGNATION -  P 478
 TE1578  PID         -  TE1578
 TE1578  STATE/COUNTY-  ND/RAMSEY
 TE1578  USGS QUAD   -  DEVILS LAKE (1994)
 TE1578
 TE1578                         *CURRENT SURVEY CONTROL
 TE1578  ___________________________________________________________________
 TE1578* NAD 83(1986)-  48 06 06.     (N)    098 51 35.     (W)     SCALED    
 TE1578* NAVD 88     -       440.076  (meters)    1443.82   (feet)  ADJUSTED  
 TE1578  ___________________________________________________________________
 TE1578  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 TE1578  DYNAMIC HT  -         440.154 (meters)    1444.07  (feet)  COMP
 TE1578  MODELED GRAV-     980,774.4   (mgal)                       NAVD 88
 TE1578
 TE1578  VERT ORDER  -  FIRST     CLASS II
 TE1578
 TE1578.The horizontal coordinates were scaled from a topographic map and have
 TE1578.an estimated accuracy of +/- 6 seconds.
 TE1578
 TE1578.The orthometric height was determined by differential leveling
 TE1578.and adjusted by the National Geodetic Survey in June 1991..
 TE1578
 TE1578.The geoid height was determined by GEOID03.
 TE1578
 TE1578.The dynamic height is computed by dividing the NAVD 88
 TE1578.geopotential number by the normal gravity value computed on the
 TE1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1578.degrees latitude (g = 980.6199 gals.).
 TE1578
 TE1578.The modeled gravity was interpolated from observed gravity values.
 TE1578
 TE1578;                    North         East    Units  Estimated Accuracy
 TE1578;SPC ND N     -   123,790.      722,150.      MT  (+/- 180 meters Scaled)
 TE1578
 TE1578                          SUPERSEDED SURVEY CONTROL
 TE1578
 TE1578.No superseded survey control is available for this station.
 TE1578
 TE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU104276(NAD 83)
 TE1578_MARKER: I = METAL ROD
 TE1578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1578_SP_SET: STAINLESS STEEL ROD
 TE1578_STAMPING: P 478 1982
 TE1578_MARK LOGO: NGS   
 TE1578_PROJECTION: FLUSH
 TE1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1578_ROD/PIPE-DEPTH: 6.1  meters
 TE1578
 TE1578  HISTORY     - Date     Condition        Report By
 TE1578  HISTORY     - 1982     MONUMENTED       NGS
 TE1578
 TE1578                          STATION DESCRIPTION
 TE1578
 TE1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1578'IN DEVILS LAKE.
 TE1578'0.5 KM (0.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 TE1578'STATE HIGHWAY 20 IN DEVILS LAKE, TO THE JUNCTION OF 5TH AVENUE AND
 TE1578'ABOUT 60.9 METERS (200.0 FT) WEST NORTHWEST OF THE HARDEES RESTAURANT
 TE1578'AND SET AT THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE AROUND THE
 TE1578'NORTH DAKOTA HIGHWAY DEPARTMENT, 87.1 METERS (286.0 FT) WEST NORTHWEST
 TE1578'OF THE CENTERLINE OF THE WESTBOUND LANE OF U.S. HIGHWAY 2, 11.2 METERS
 TE1578'(37.0 FT) WEST OF THE CENTERLINE OF 5TH AVENUE, 0.3 METER (1.0 FT)
 TE1578'EAST OF A CHAIN LINK FENCE AROUND THE NORTH DAKOTA HIGHWAY DEPARTMENT,
 TE1578'3.8 METERS (12.5 FT) EAST OF A FIRE HYDRANT, AND 0.9 METER (3.0 FT)
 TE1578'NORTH NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE.
 TE1578'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 TE1578'THE MARK IS 0.6 M BELOW AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1632 ***********************************************************************
 TE1632  DESIGNATION -  P 479
 TE1632  PID         -  TE1632
 TE1632  STATE/COUNTY-  ND/BENSON
 TE1632  USGS QUAD   -  TILDEN (1994)
 TE1632
 TE1632                         *CURRENT SURVEY CONTROL
 TE1632  ___________________________________________________________________
 TE1632* NAD 83(1986)-  48 12 33.     (N)    099 13 19.     (W)     SCALED    
 TE1632* NAVD 88     -       443.976  (meters)    1456.61   (feet)  ADJUSTED  
 TE1632  ___________________________________________________________________
 TE1632  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 TE1632  DYNAMIC HT  -         444.053 (meters)    1456.86  (feet)  COMP
 TE1632  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 TE1632
 TE1632  VERT ORDER  -  FIRST     CLASS II
 TE1632
 TE1632.The horizontal coordinates were scaled from a topographic map and have
 TE1632.an estimated accuracy of +/- 6 seconds.
 TE1632
 TE1632.The orthometric height was determined by differential leveling
 TE1632.and adjusted by the National Geodetic Survey in June 1991..
 TE1632
 TE1632.The geoid height was determined by GEOID03.
 TE1632
 TE1632.The dynamic height is computed by dividing the NAVD 88
 TE1632.geopotential number by the normal gravity value computed on the
 TE1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1632.degrees latitude (g = 980.6199 gals.).
 TE1632
 TE1632.The modeled gravity was interpolated from observed gravity values.
 TE1632
 TE1632;                    North         East    Units  Estimated Accuracy
 TE1632;SPC ND N     -   135,230.      694,980.      MT  (+/- 180 meters Scaled)
 TE1632
 TE1632                          SUPERSEDED SURVEY CONTROL
 TE1632
 TE1632  NGVD 29 (04/23/90)  443.608  (m)         1455.40   (f) ADJUSTED    1 2
 TE1632
 TE1632.Superseded values are not recommended for survey control.
 TE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1632.See file dsdata.txt to determine how the superseded data were derived.
 TE1632
 TE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU835395(NAD 83)
 TE1632_MARKER: I = METAL ROD
 TE1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 TE1632_SP_SET: STAINLESS STEEL ROD
 TE1632_STAMPING: P 479 1982
 TE1632_MARK LOGO: NGS   
 TE1632_PROJECTION: FLUSH
 TE1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TE1632_ROD/PIPE-DEPTH: 6.09 meters
 TE1632
 TE1632  HISTORY     - Date     Condition        Report By
 TE1632  HISTORY     - 1982     MONUMENTED       NGS
 TE1632
 TE1632                          STATION DESCRIPTION
 TE1632
 TE1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 TE1632'9.0 KM (5.6 MI) SSE FROM CHURCHS FERRY.
 TE1632'7.1 KM (4.4 MI) SOUTH ALONG U.S. HIGHWAY 281 FROM THE INTERSECTION OF
 TE1632'U.S. HIGHWAY 2 (WEST OF CHURCHS FERRY), AT A COUNTY ROAD INTERSECTION
 TE1632'AND 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST 170, 30.8 METERS
 TE1632'(101.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 30.2 METERS
 TE1632'(99.0 FT) SOUTH OF THE CENTER OF THE COUNTY ROAD, AND 0.8 METER
 TE1632'(2.5 FT) NORTH OF A POWERLINE POLE WITH A SINGLE GUY WIRE.
 TE1632'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 TE1632'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0440 ***********************************************************************
 SL0440  DESIGNATION -  P 48
 SL0440  PID         -  SL0440
 SL0440  STATE/COUNTY-  ND/TRAILL
 SL0440  USGS QUAD   -  REYNOLDS (1971)
 SL0440
 SL0440                         *CURRENT SURVEY CONTROL
 SL0440  ___________________________________________________________________
 SL0440* NAD 83(1986)-  47 37 46.     (N)    097 06 06.     (W)     SCALED    
 SL0440* NAVD 88     -       284.116  (meters)     932.14   (feet)  ADJUSTED  
 SL0440  ___________________________________________________________________
 SL0440  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 SL0440  DYNAMIC HT  -         284.158 (meters)     932.27  (feet)  COMP
 SL0440  MODELED GRAV-     980,753.4   (mgal)                       NAVD 88
 SL0440
 SL0440  VERT ORDER  -  SECOND    CLASS 0
 SL0440
 SL0440.The horizontal coordinates were scaled from a topographic map and have
 SL0440.an estimated accuracy of +/- 6 seconds.
 SL0440
 SL0440.The orthometric height was determined by differential leveling
 SL0440.and adjusted by the National Geodetic Survey in June 1991..
 SL0440
 SL0440.The geoid height was determined by GEOID03.
 SL0440
 SL0440.The dynamic height is computed by dividing the NAVD 88
 SL0440.geopotential number by the normal gravity value computed on the
 SL0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0440.degrees latitude (g = 980.6199 gals.).
 SL0440
 SL0440.The modeled gravity was interpolated from observed gravity values.
 SL0440
 SL0440;                    North         East    Units  Estimated Accuracy
 SL0440;SPC ND N     -    75,620.      855,320.      MT  (+/- 180 meters Scaled)
 SL0440
 SL0440                          SUPERSEDED SURVEY CONTROL
 SL0440
 SL0440  NGVD 29 (??/??/92)  283.764  (m)          930.98   (f) ADJ UNCH    2 0
 SL0440
 SL0440.Superseded values are not recommended for survey control.
 SL0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0440.See file dsdata.txt to determine how the superseded data were derived.
 SL0440
 SL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT426768(NAD 83)
 SL0440_MARKER: DB = BENCH MARK DISK
 SL0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0440_SP_SET: ABUTMENT
 SL0440_STAMPING: P-48 1934
 SL0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0440
 SL0440  HISTORY     - Date     Condition        Report By
 SL0440  HISTORY     - 1934     MONUMENTED       CGS
 SL0440
 SL0440                          STATION DESCRIPTION
 SL0440
 SL0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0440'2.0 MI N FROM BUXTON.
 SL0440'2 MILES NORTH OF DEPOT AT BUXTON.  ALONG GREAT NORTHERN RAILROAD 3
 SL0440'POLES NORTH OF PUBLIC CROSSING AND FIRST POLE NORTH OF MILEPOST NO. 78
 SL0440'AT 30 FOOT CONCRETE BRIDGE NO. 116.  SET IN THE EAST END OF THE SOUTH
 SL0440'CONCRETE ABUTMENT, 18 INCHES BELOW RAIL LEVEL AND 8 FEET EAST OF THE
 SL0440'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0996 ***********************************************************************
 SM0996  DESIGNATION -  P 480
 SM0996  PID         -  SM0996
 SM0996  STATE/COUNTY-  ND/BENSON
 SM0996  USGS QUAD   -  CROW HILL (1975)
 SM0996
 SM0996                         *CURRENT SURVEY CONTROL
 SM0996  ___________________________________________________________________
 SM0996* NAD 83(1986)-  47 52 36.     (N)    099 07 27.     (W)     SCALED    
 SM0996* NAVD 88     -       466.133  (meters)    1529.30   (feet)  ADJUSTED  
 SM0996  ___________________________________________________________________
 SM0996  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 SM0996  DYNAMIC HT  -         466.197 (meters)    1529.51  (feet)  COMP
 SM0996  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 SM0996
 SM0996  VERT ORDER  -  FIRST     CLASS II
 SM0996
 SM0996.The horizontal coordinates were scaled from a topographic map and have
 SM0996.an estimated accuracy of +/- 6 seconds.
 SM0996
 SM0996.The orthometric height was determined by differential leveling
 SM0996.and adjusted by the National Geodetic Survey in June 1991..
 SM0996
 SM0996.The geoid height was determined by GEOID03.
 SM0996
 SM0996.The dynamic height is computed by dividing the NAVD 88
 SM0996.geopotential number by the normal gravity value computed on the
 SM0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0996.degrees latitude (g = 980.6199 gals.).
 SM0996
 SM0996.The modeled gravity was interpolated from observed gravity values.
 SM0996
 SM0996;                    North         East    Units  Estimated Accuracy
 SM0996;SPC ND N     -    98,390.      702,910.      MT  (+/- 180 meters Scaled)
 SM0996
 SM0996                          SUPERSEDED SURVEY CONTROL
 SM0996
 SM0996  NGVD 29 (04/23/90)  465.743  (m)         1528.03   (f) ADJUSTED    1 2
 SM0996
 SM0996.Superseded values are not recommended for survey control.
 SM0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0996.See file dsdata.txt to determine how the superseded data were derived.
 SM0996
 SM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMU907026(NAD 83)
 SM0996_MARKER: I = METAL ROD
 SM0996_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM0996_SP_SET: STAINLESS STEEL ROD
 SM0996_STAMPING: P 480 1982
 SM0996_MARK LOGO: NGS   
 SM0996_PROJECTION: FLUSH
 SM0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM0996_ROD/PIPE-DEPTH: 7.3  meters
 SM0996
 SM0996  HISTORY     - Date     Condition        Report By
 SM0996  HISTORY     - 1982     MONUMENTED       NGS
 SM0996
 SM0996                          STATION DESCRIPTION
 SM0996
 SM0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM0996'5.55 KM (3.45 MI) NORTH FROM SHEYENNE.
 SM0996'0.1 KM (0.05 MI) SOUTHWEST ON RICKTER AVENUE FROM THE POST OFFICE IN
 SM0996'SHEYENNE TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 5.5 KM (3.4 MI)
 SM0996'NORTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT A CROSSROAD AND NEAR THE
 SM0996'ROCK TOWNSHIP HALL BUILDING, 53.6 METERS (176.0 FT) EAST OF THE
 SM0996'CENTERLINE OF THE HIGHWAY, 44.2 METERS (145.0 FT) NORTH OF THE CENTER
 SM0996'OF AN EAST-WEST COUNTY ROAD, 20.7 METERS (68.0 FT) EAST-NORTHEAST OF A
 SM0996'POWERLINE POLE WITH TRANSFORMER ATTACHED, 17.4 METERS (57.0 FT)
 SM0996'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOWNSHIP HALL BUILDING,
 SM0996'AND 0.9 METER (3.0 FT) SOUTH OF A LIGHT POLE.
 SM0996'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SM0996'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1018 ***********************************************************************
 SM1018  DESIGNATION -  P 481
 SM1018  PID         -  SM1018
 SM1018  STATE/COUNTY-  ND/FOSTER
 SM1018  USGS QUAD   -  NEW ROCKFORD SE (1950)
 SM1018
 SM1018                         *CURRENT SURVEY CONTROL
 SM1018  ___________________________________________________________________
 SM1018* NAD 83(1986)-  47 34 02.     (N)    099 07 04.     (W)     SCALED    
 SM1018* NAVD 88     -       469.564  (meters)    1540.56   (feet)  ADJUSTED  
 SM1018  ___________________________________________________________________
 SM1018  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 SM1018  DYNAMIC HT  -         469.611 (meters)    1540.72  (feet)  COMP
 SM1018  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 SM1018
 SM1018  VERT ORDER  -  FIRST     CLASS II
 SM1018
 SM1018.The horizontal coordinates were scaled from a topographic map and have
 SM1018.an estimated accuracy of +/- 6 seconds.
 SM1018
 SM1018.The orthometric height was determined by differential leveling
 SM1018.and adjusted by the National Geodetic Survey in June 1991..
 SM1018
 SM1018.The geoid height was determined by GEOID03.
 SM1018
 SM1018.The dynamic height is computed by dividing the NAVD 88
 SM1018.geopotential number by the normal gravity value computed on the
 SM1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1018.degrees latitude (g = 980.6199 gals.).
 SM1018
 SM1018.The modeled gravity was interpolated from observed gravity values.
 SM1018
 SM1018;                    North         East    Units  Estimated Accuracy
 SM1018;SPC ND N     -    64,000.      704,000.      MT  (+/- 180 meters Scaled)
 SM1018
 SM1018                          SUPERSEDED SURVEY CONTROL
 SM1018
 SM1018  NGVD 29 (04/23/90)  469.186  (m)         1539.32   (f) ADJUSTED    1 2
 SM1018
 SM1018.Superseded values are not recommended for survey control.
 SM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1018.See file dsdata.txt to determine how the superseded data were derived.
 SM1018
 SM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT911682(NAD 83)
 SM1018_MARKER: I = METAL ROD
 SM1018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 SM1018_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 SM1018_STAMPING: P 481 1982
 SM1018_MARK LOGO: NGS   
 SM1018_PROJECTION: RECESSED 3 CENTIMETERS
 SM1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SM1018+STABILITY: POSITION/ELEVATION WELL
 SM1018_ROD/PIPE-DEPTH: 18.2 meters
 SM1018_SLEEVE-DEPTH  : 4.0 meters
 SM1018
 SM1018  HISTORY     - Date     Condition        Report By
 SM1018  HISTORY     - 1982     MONUMENTED       NGS
 SM1018
 SM1018                          STATION DESCRIPTION
 SM1018
 SM1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1018'15.6 KM (9.7 MI) SOUTH FROM NEW ROCKFORD.
 SM1018'0.9 KM (0.55 MI) EAST ON FIRST AVENUE FROM THE POST OFFICE IN NEW
 SM1018'ROCKFORD TO THE JUNCTION OF U.S. HIGHWAY 281, THENCE 14.7 KM (9.15 MI)
 SM1018'SOUTH ALONG U.S. HIGHWAY 281 TO THE MARK, AT THE NORTHEAST CORNER OF
 SM1018'THE ALLEN LINDERMAN HOME, SET IN THE LAWN, ALSO, 14.2 KM (8.8 MI)
 SM1018'NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF STATE ROUTE 200
 SM1018'(EAST) ON THE NORTHEAST EDGE OF CARRINGTON, 91.74 METERS (301.0 FT)
 SM1018'WEST OF THE CENTERLINE OF THE HIGHWAY, 16.46 METERS (54.0 FT)
 SM1018'SOUTHWEST OF THE SOUTHEAST CORNER OF A (LONE) GARAGE, 11.58 METERS
 SM1018'(38.0 FT) EAST OF THE TOP CENTER OF A WELL PUMP, 11.43 METERS
 SM1018'(37.5 FT) NORTHEAST OF THE NORTHERNMOST NORTHWEST CORNER OF THE HOUSE,
 SM1018'AND 4.27 METERS (14.0 FT) NORTH OF THE NORTHEAST CORNER OF A GARAGE
 SM1018'THAT IS ATTACHED TO THE HOUSE.
 SM1018'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM1048 ***********************************************************************
 SM1048  DESIGNATION -  P 482
 SM1048  PID         -  SM1048
 SM1048  STATE/COUNTY-  ND/STUTSMAN
 SM1048  USGS QUAD   -  PINGREE (1991)
 SM1048
 SM1048                         *CURRENT SURVEY CONTROL
 SM1048  ___________________________________________________________________
 SM1048* NAD 83(1986)-  47 08 28.     (N)    098 53 12.     (W)     SCALED    
 SM1048* NAVD 88     -       471.837  (meters)    1548.02   (feet)  ADJUSTED  
 SM1048  ___________________________________________________________________
 SM1048  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 SM1048  DYNAMIC HT  -         471.865 (meters)    1548.11  (feet)  COMP
 SM1048  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 SM1048
 SM1048  VERT ORDER  -  FIRST     CLASS II
 SM1048
 SM1048.The horizontal coordinates were scaled from a topographic map and have
 SM1048.an estimated accuracy of +/- 6 seconds.
 SM1048
 SM1048.The orthometric height was determined by differential leveling
 SM1048.and adjusted by the National Geodetic Survey in June 1991..
 SM1048
 SM1048.The geoid height was determined by GEOID03.
 SM1048
 SM1048.The dynamic height is computed by dividing the NAVD 88
 SM1048.geopotential number by the normal gravity value computed on the
 SM1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM1048.degrees latitude (g = 980.6199 gals.).
 SM1048
 SM1048.The modeled gravity was interpolated from observed gravity values.
 SM1048
 SM1048;                    North         East    Units  Estimated Accuracy
 SM1048;SPC ND S     -   165,150.      722,370.      MT  (+/- 180 meters Scaled)
 SM1048
 SM1048                          SUPERSEDED SURVEY CONTROL
 SM1048
 SM1048  NGVD 29 (04/23/90)  471.445  (m)         1546.73   (f) ADJUSTED    1 2
 SM1048
 SM1048.Superseded values are not recommended for survey control.
 SM1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM1048.See file dsdata.txt to determine how the superseded data were derived.
 SM1048
 SM1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT085208(NAD 83)
 SM1048_MARKER: I = METAL ROD
 SM1048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SM1048_SP_SET: STAINLESS STEEL ROD
 SM1048_STAMPING: P 482 1982
 SM1048_MARK LOGO: NGS   
 SM1048_PROJECTION: FLUSH
 SM1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SM1048_ROD/PIPE-DEPTH: 3.3  meters
 SM1048
 SM1048  HISTORY     - Date     Condition        Report By
 SM1048  HISTORY     - 1982     MONUMENTED       NGS
 SM1048
 SM1048                          STATION DESCRIPTION
 SM1048
 SM1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SM1048'3.5 KM (2.15 MI) SE FROM PINGREE.
 SM1048'3.5 KM (2.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 281 FROM THE JUNCTION OF
 SM1048'STATE HIGHWAY 36 ON THE NORTH EDGE OF PINGREE, NEAR A CONCRETE
 SM1048'RIGHT-OF-WAY MARKER, 18.59 METERS (61.0 FT) SOUTH-SOUTHEAST OF A
 SM1048'WARNING SIGN FOR AN UNDERGROUND CABLE, 18.29 METERS (60.0 FT)
 SM1048'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.63 METERS (48.0 FT)
 SM1048'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACKS, AND
 SM1048'0.46 METERS (1.5 FT) NORTHWEST OF THE CONCRETE RIGHT-OF-WAY MARKER.
 SM1048'NOTE, ROD WAS DRIVEN TO REFUSAL.
 SM1048'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SM1048'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0479 ***********************************************************************
 RQ0479  DESIGNATION -  P 483
 RQ0479  PID         -  RQ0479
 RQ0479  STATE/COUNTY-  ND/KIDDER
 RQ0479  USGS QUAD   -  TAPPEN NORTH (1975)
 RQ0479
 RQ0479                         *CURRENT SURVEY CONTROL
 RQ0479  ___________________________________________________________________
 RQ0479* NAD 83(1986)-  46 52 40.     (N)    099 38 00.     (W)     SCALED    
 RQ0479* NAVD 88     -       539.545  (meters)    1770.16   (feet)  ADJUSTED  
 RQ0479  ___________________________________________________________________
 RQ0479  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 RQ0479  DYNAMIC HT  -         539.565 (meters)    1770.22  (feet)  COMP
 RQ0479  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 RQ0479
 RQ0479  VERT ORDER  -  FIRST     CLASS II
 RQ0479
 RQ0479.The horizontal coordinates were scaled from a topographic map and have
 RQ0479.an estimated accuracy of +/- 6 seconds.
 RQ0479
 RQ0479.The orthometric height was determined by differential leveling
 RQ0479.and adjusted by the National Geodetic Survey in June 1991..
 RQ0479
 RQ0479.The geoid height was determined by GEOID03.
 RQ0479
 RQ0479.The dynamic height is computed by dividing the NAVD 88
 RQ0479.geopotential number by the normal gravity value computed on the
 RQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0479.degrees latitude (g = 980.6199 gals.).
 RQ0479
 RQ0479.The modeled gravity was interpolated from observed gravity values.
 RQ0479
 RQ0479;                    North         East    Units  Estimated Accuracy
 RQ0479;SPC ND S     -   134,990.      666,060.      MT  (+/- 180 meters Scaled)
 RQ0479
 RQ0479                          SUPERSEDED SURVEY CONTROL
 RQ0479
 RQ0479.No superseded survey control is available for this station.
 RQ0479
 RQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS517917(NAD 83)
 RQ0479_MARKER: I = METAL ROD
 RQ0479_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RQ0479_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RQ0479_STAMPING: P 483 1982
 RQ0479_MARK LOGO: NGS   
 RQ0479_PROJECTION: FLUSH
 RQ0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RQ0479+STABILITY: POSITION/ELEVATION WELL
 RQ0479_ROD/PIPE-DEPTH: 17.0 meters
 RQ0479_SLEEVE-DEPTH  : 11.3 meters
 RQ0479
 RQ0479  HISTORY     - Date     Condition        Report By
 RQ0479  HISTORY     - 1982     MONUMENTED       NGS
 RQ0479
 RQ0479                          STATION DESCRIPTION
 RQ0479
 RQ0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0479'IN TAPPEN.
 RQ0479'IN TAPPEN, SET AT THE ST. JOHNS LUTHERN CHURCH ACROSS THE STREET FROM
 RQ0479'THE TAPPEN HIGH SCHOOL, 21.0 METERS (69.0 FT) WEST OF THE CENTER OF A
 RQ0479'GRAVEL STREET, 16.4 METERS (54.0 FT) NORTH OF THE CENTER OF A GRAVEL
 RQ0479'STREET, 3.3 METERS (11.0 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 RQ0479'THE CHURCH, 5.1 METERS (17.0 FT) NORTHEAST OF THE SOUTHERNMOST
 RQ0479'SOUTHEAST CORNER OF THE CHURCH, AND 3.3 METERS (11.0 FT) NORTHWEST OF
 RQ0479'THE NORTHWESTERNMOST CORNER OF A BRICK SIGN FOR THE CHURCH.
 RQ0479'THE MARK IS 0.1 M ABOVE GRAVEL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0499 ***********************************************************************
 RQ0499  DESIGNATION -  P 484
 RQ0499  PID         -  RQ0499
 RQ0499  STATE/COUNTY-  ND/STUTSMAN
 RQ0499  USGS QUAD   -  JAMESTOWN (1990)
 RQ0499
 RQ0499                         *CURRENT SURVEY CONTROL
 RQ0499  ___________________________________________________________________
 RQ0499* NAD 83(1986)-  46 53 23.     (N)    098 40 34.     (W)     SCALED    
 RQ0499* NAVD 88     -       427.065  (meters)    1401.13   (feet)  ADJUSTED  
 RQ0499  ___________________________________________________________________
 RQ0499  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 RQ0499  DYNAMIC HT  -         427.082 (meters)    1401.18  (feet)  COMP
 RQ0499  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 RQ0499
 RQ0499  VERT ORDER  -  FIRST     CLASS II
 RQ0499
 RQ0499.The horizontal coordinates were scaled from a topographic map and have
 RQ0499.an estimated accuracy of +/- 6 seconds.
 RQ0499
 RQ0499.The orthometric height was determined by differential leveling
 RQ0499.and adjusted by the National Geodetic Survey in June 1991..
 RQ0499
 RQ0499.The geoid height was determined by GEOID03.
 RQ0499
 RQ0499.The dynamic height is computed by dividing the NAVD 88
 RQ0499.geopotential number by the normal gravity value computed on the
 RQ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0499.degrees latitude (g = 980.6199 gals.).
 RQ0499
 RQ0499.The modeled gravity was interpolated from observed gravity values.
 RQ0499
 RQ0499;                    North         East    Units  Estimated Accuracy
 RQ0499;SPC ND S     -   137,570.      738,980.      MT  (+/- 180 meters Scaled)
 RQ0499
 RQ0499                          SUPERSEDED SURVEY CONTROL
 RQ0499
 RQ0499.No superseded survey control is available for this station.
 RQ0499
 RQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS246929(NAD 83)
 RQ0499_MARKER: DB = BENCH MARK DISK
 RQ0499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0499_SP_SET: PIER OF LARGE OVERPASS
 RQ0499_STAMPING: P 484 1982
 RQ0499_MARK LOGO: NGS   
 RQ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0499
 RQ0499  HISTORY     - Date     Condition        Report By
 RQ0499  HISTORY     - 1982     MONUMENTED       NGS
 RQ0499
 RQ0499                          STATION DESCRIPTION
 RQ0499
 RQ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0499'3.9 KM (2.4 MI) SE FROM JAMESTOWN.
 RQ0499'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 281 (1ST AVENUE SOUTH) FROM
 RQ0499'THE POST OFFICE IN JAMESTOWN, THENCE 3.5 KM (2.15 MI) EAST AND
 RQ0499'SOUTHEAST ALONG U.S. HIGHWAY 52 (10TH STREET SOUTHEAST), SET
 RQ0499'VERTICAL IN THE SOUTHWEST PIER OF THE EASTBOUND BRIDGE OVER U.S.
 RQ0499'HIGHWAYS 52 AND 10 AND THE RAILROAD TRACKS, 8.84 METERS (29.0 FT)
 RQ0499'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.35 METERS (11.0 FT)
 RQ0499'SOUTH-SOUTHEAST OF THE NORTHEAST END OF A 16 BY 3 FEET PIER, AND
 RQ0499'1.52 METERS (5.0 FT) NORTH-NORTHWEST OF THE SOUTHEAST END OF A 16 BY 3
 RQ0499'FEET PIER.
 RQ0499'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0652 ***********************************************************************
 RR0652  DESIGNATION -  P 485
 RR0652  PID         -  RR0652
 RR0652  STATE/COUNTY-  ND/BURLEIGH
 RR0652  USGS QUAD   -  STERLING (1975)
 RR0652
 RR0652                         *CURRENT SURVEY CONTROL
 RR0652  ___________________________________________________________________
 RR0652* NAD 83(1986)-  46 50 13.     (N)    100 18 36.     (W)     SCALED    
 RR0652* NAVD 88     -       578.469  (meters)    1897.86   (feet)  ADJUSTED  
 RR0652  ___________________________________________________________________
 RR0652  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 RR0652  DYNAMIC HT  -         578.479 (meters)    1897.89  (feet)  COMP
 RR0652  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 RR0652
 RR0652  VERT ORDER  -  FIRST     CLASS II
 RR0652
 RR0652.The horizontal coordinates were scaled from a topographic map and have
 RR0652.an estimated accuracy of +/- 6 seconds.
 RR0652
 RR0652.The orthometric height was determined by differential leveling
 RR0652.and adjusted by the National Geodetic Survey in June 1991..
 RR0652
 RR0652.The geoid height was determined by GEOID03.
 RR0652
 RR0652.The dynamic height is computed by dividing the NAVD 88
 RR0652.geopotential number by the normal gravity value computed on the
 RR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0652.degrees latitude (g = 980.6199 gals.).
 RR0652
 RR0652.The modeled gravity was interpolated from observed gravity values.
 RR0652
 RR0652;                    North         East    Units  Estimated Accuracy
 RR0652;SPC ND S     -   130,100.      614,490.      MT  (+/- 180 meters Scaled)
 RR0652
 RR0652                          SUPERSEDED SURVEY CONTROL
 RR0652
 RR0652.No superseded survey control is available for this station.
 RR0652
 RR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS001878(NAD 83)
 RR0652_MARKER: I = METAL ROD
 RR0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0652_SP_SET: STAINLESS STEEL ROD
 RR0652_STAMPING: P 485 1982
 RR0652_MARK LOGO: NGS   
 RR0652_PROJECTION: FLUSH
 RR0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0652+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 RR0652_ROD/PIPE-DEPTH: 7.3  meters
 RR0652
 RR0652  HISTORY     - Date     Condition        Report By
 RR0652  HISTORY     - 1982     MONUMENTED       NGS
 RR0652  HISTORY     - 20021230 GOOD             NDDT
 RR0652
 RR0652                          STATION DESCRIPTION
 RR0652
 RR0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0652'4.1 KM (2.55 MI) WEST FROM STERLING.
 RR0652'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING OF THE
 RR0652'BURLINGTON NORTHERN RAILROAD IN STERLING TO THE JUNCTION OF INTERSTATE
 RR0652'HIGHWAY 94, THENCE 1.7 KM (1.05 MI) WEST ALONG INTERSTATE HIGHWAY 94
 RR0652'TO THE MARK SET AT A JOG IN THE RIGHT OF WAY FENCE AND AT A POINT
 RR0652'WHERE THE POWERLINE CROSSES THE INTERSTATE, 41.5 METERS (136.0 FT)
 RR0652'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE,
 RR0652'7.6 METERS (25.0 FT) NORTHWEST OF A WIRE GATE IN THE RIGHT OF WAY
 RR0652'FENCE, 10.1 METERS (33.5 FT) EAST OF THE WESTERNMOST ONE OF TWO POWER
 RR0652'POLES WHERE THE LINES CROSS THE INTERSTATE, 12.2 METERS (40.0 FT)
 RR0652'SOUTH OF THE CENTER OF AN EAST-WEST TRACK ROAD, 8.6 METERS (28.0 FT)
 RR0652'EAST OF THE WEST END OF A SUPPORT POST OF THE FENCE, 0.45 METERS
 RR0652'(1.5 FT) SOUTHWEST OF THE CENTER POST OF THE SUPPORTS FOR THE FENCE,
 RR0652'4.0 METERS (13.5 FT) NORTHWEST OF THE NORTHERNMOST ONE OF TWO RIGHT OF
 RR0652'WAY MARKERS, AND 2.5 METERS (8.5 FT) SOUTHWEST OF A POWER POLE.
 RR0652'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 RR0652'THE MARK IS 1.2 M BELOW INTERSTATE.
 RR0652
 RR0652                          STATION RECOVERY (2002)
 RR0652
 RR0652'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (GLL)
 RR0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0667 ***********************************************************************
 RR0667  DESIGNATION -  P 486
 RR0667  PID         -  RR0667
 RR0667  STATE/COUNTY-  ND/BURLEIGH
 RR0667  USGS QUAD   -  MENOKEN (1975)
 RR0667
 RR0667                         *CURRENT SURVEY CONTROL
 RR0667  ___________________________________________________________________
 RR0667* NAD 83(1986)-  46 50 16.     (N)    100 36 15.     (W)     SCALED    
 RR0667* NAVD 88     -       517.192  (meters)    1696.82   (feet)  ADJUSTED  
 RR0667  ___________________________________________________________________
 RR0667  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 RR0667  DYNAMIC HT  -         517.197 (meters)    1696.84  (feet)  COMP
 RR0667  MODELED GRAV-     980,606.5   (mgal)                       NAVD 88
 RR0667
 RR0667  VERT ORDER  -  FIRST     CLASS II
 RR0667
 RR0667.The horizontal coordinates were scaled from a topographic map and have
 RR0667.an estimated accuracy of +/- 6 seconds.
 RR0667
 RR0667.The orthometric height was determined by differential leveling
 RR0667.and adjusted by the National Geodetic Survey in June 1991..
 RR0667
 RR0667.The geoid height was determined by GEOID03.
 RR0667
 RR0667.The dynamic height is computed by dividing the NAVD 88
 RR0667.geopotential number by the normal gravity value computed on the
 RR0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0667.degrees latitude (g = 980.6199 gals.).
 RR0667
 RR0667.The modeled gravity was interpolated from observed gravity values.
 RR0667
 RR0667;                    North         East    Units  Estimated Accuracy
 RR0667;SPC ND S     -   130,180.      592,050.      MT  (+/- 180 meters Scaled)
 RR0667
 RR0667                          SUPERSEDED SURVEY CONTROL
 RR0667
 RR0667.No superseded survey control is available for this station.
 RR0667
 RR0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS776883(NAD 83)
 RR0667_MARKER: I = METAL ROD
 RR0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0667_SP_SET: STAINLESS STEEL ROD
 RR0667_STAMPING: P 486 1982
 RR0667_MARK LOGO: NGS   
 RR0667_PROJECTION: FLUSH
 RR0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 RR0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RR0667+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2001
 RR0667_ROD/PIPE-DEPTH: 9.7  meters
 RR0667
 RR0667  HISTORY     - Date     Condition        Report By
 RR0667  HISTORY     - 1982     MONUMENTED       NGS
 RR0667  HISTORY     - 19951113 GOOD             NDHD
 RR0667  HISTORY     - 20010706 GOOD             INDIV
 RR0667
 RR0667                          STATION DESCRIPTION
 RR0667
 RR0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0667'7.0 KM (4.35 MI) WEST FROM MENOKEN.
 RR0667'4.8 KM (3.0 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 RR0667'A BLACKTOP ROAD LEADING SOUTH TO MENOKEN (THE JUNCTION IS 2.2 KM
 RR0667'(1.35 MI) NORTH OF MENOKEN), THE MARK IS SET AT FENCE LINE OFFSET AT A
 RR0667'BRACED CORNER FENCE POST, 46.6 METERS (153.0 FT) NORTH OF THE
 RR0667'CENTERLINE OF THE WESTBOUND LANES OF THE INTERSTATE AT THE EXTENDED
 RR0667'CENTER OF A GRAVEL ROAD, 14.9 METERS (49.0 FT) WEST-SOUTHWEST OF AN
 RR0667'UNDERGROUND GAS LINE CAUTION SIGN, 0.7 METER (2.5 FT) SOUTH OF A
 RR0667'CONCRETE RIGHT OF WAY MARKER, 0.4 METER (1.5 FT) SOUTHWEST OF A BRACED
 RR0667'CORNER FENCE POST, 0.3 METER (1.0 FT) SOUTH OF A RIGHT OF WAY FENCE,
 RR0667'AND 28.0 METERS (92.0 FT) WEST-SOUTHWEST OF THE CENTER OF A WIRE GATE.
 RR0667'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RR0667'THE MARK IS 1.8 M BELOW INTERSTATE.
 RR0667
 RR0667                          STATION RECOVERY (1995)
 RR0667
 RR0667'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1995
 RR0667'RECOVERED AS DESCRIBED.
 RR0667
 RR0667                          STATION RECOVERY (2001)
 RR0667
 RR0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 RR0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0627 ***********************************************************************
 RR0627  DESIGNATION -  P 487
 RR0627  PID         -  RR0627
 RR0627  STATE/COUNTY-  ND/BURLEIGH
 RR0627  USGS QUAD   -  BURNT BUTTE (1979)
 RR0627
 RR0627                         *CURRENT SURVEY CONTROL
 RR0627  ___________________________________________________________________
 RR0627* NAD 83(1986)-  46 56 48.     (N)    100 46 40.     (W)     SCALED    
 RR0627* NAVD 88     -       543.357  (meters)    1782.66   (feet)  ADJUSTED  
 RR0627  ___________________________________________________________________
 RR0627  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 RR0627  DYNAMIC HT  -         543.364 (meters)    1782.69  (feet)  COMP
 RR0627  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RR0627
 RR0627  VERT ORDER  -  FIRST     CLASS II
 RR0627
 RR0627.The horizontal coordinates were scaled from a topographic map and have
 RR0627.an estimated accuracy of +/- 6 seconds.
 RR0627
 RR0627.The orthometric height was determined by differential leveling
 RR0627.and adjusted by the National Geodetic Survey in June 1991..
 RR0627
 RR0627.The geoid height was determined by GEOID03.
 RR0627
 RR0627.The dynamic height is computed by dividing the NAVD 88
 RR0627.geopotential number by the normal gravity value computed on the
 RR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0627.degrees latitude (g = 980.6199 gals.).
 RR0627
 RR0627.The modeled gravity was interpolated from observed gravity values.
 RR0627
 RR0627;                    North         East    Units  Estimated Accuracy
 RR0627;SPC ND S     -   142,320.      578,850.      MT  (+/- 180 meters Scaled)
 RR0627
 RR0627                          SUPERSEDED SURVEY CONTROL
 RR0627
 RR0627.No superseded survey control is available for this station.
 RR0627
 RR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT647007(NAD 83)
 RR0627_MARKER: I = METAL ROD
 RR0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0627_SP_SET: STAINLESS STEEL ROD
 RR0627_STAMPING: P 487 1982
 RR0627_MARK LOGO: NGS   
 RR0627_PROJECTION: FLUSH
 RR0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0627_ROD/PIPE-DEPTH: 7.6  meters
 RR0627
 RR0627  HISTORY     - Date     Condition        Report By
 RR0627  HISTORY     - 1982     MONUMENTED       NGS
 RR0627
 RR0627                          STATION DESCRIPTION
 RR0627
 RR0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0627'13.0 KM (8.05 MI) NORTH FROM BISMARCK.
 RR0627'13.0 KM (8.05 MI) NORTHERLY ALONG U. S. HIGHWAY 83 FROM ITS JUNCTION
 RR0627'WITH INTERSTATE HIGHWAY 94 IN BISMARCK, 46.6 METERS (152.9 FT) WEST OF
 RR0627'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 34.1 METERS
 RR0627'(111.9 FT) WEST OF MILEPOST 97, 15.9 METERS (52.2 FT) SOUTH OF THE
 RR0627'CENTER OF A PRIVATE DRIVEWAY LEADING SOUTHWEST AND 1.4 METERS (4.6 FT)
 RR0627'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 RR0627'5-INCH LOGO CAP.
 RR0627'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RR0627'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1445 ***********************************************************************
 SN1445  DESIGNATION -  P 488
 SN1445  PID         -  SN1445
 SN1445  STATE/COUNTY-  ND/MCLEAN
 SN1445  USGS QUAD   -  WASHBURN (1980)
 SN1445
 SN1445                         *CURRENT SURVEY CONTROL
 SN1445  ___________________________________________________________________
 SN1445* NAD 83(1986)-  47 18 37.     (N)    101 03 51.     (W)     SCALED    
 SN1445* NAVD 88     -       556.601  (meters)    1826.12   (feet)  ADJUSTED  
 SN1445  ___________________________________________________________________
 SN1445  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 SN1445  DYNAMIC HT  -         556.644 (meters)    1826.26  (feet)  COMP
 SN1445  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 SN1445
 SN1445  VERT ORDER  -  FIRST     CLASS II
 SN1445
 SN1445.The horizontal coordinates were scaled from a topographic map and have
 SN1445.an estimated accuracy of +/- 6 seconds.
 SN1445
 SN1445.The orthometric height was determined by differential leveling
 SN1445.and adjusted by the National Geodetic Survey in June 1991..
 SN1445
 SN1445.The geoid height was determined by GEOID03.
 SN1445
 SN1445.The dynamic height is computed by dividing the NAVD 88
 SN1445.geopotential number by the normal gravity value computed on the
 SN1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1445.degrees latitude (g = 980.6199 gals.).
 SN1445
 SN1445.The modeled gravity was interpolated from observed gravity values.
 SN1445
 SN1445;                    North         East    Units  Estimated Accuracy
 SN1445;SPC ND N     -    34,650.      557,340.      MT  (+/- 180 meters Scaled)
 SN1445
 SN1445                          SUPERSEDED SURVEY CONTROL
 SN1445
 SN1445.No superseded survey control is available for this station.
 SN1445
 SN1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT439417(NAD 83)
 SN1445_MARKER: I = METAL ROD
 SN1445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 SN1445_SP_SET: STAINLESS STEEL ROD
 SN1445_STAMPING: P 488 1982
 SN1445_MARK LOGO: NGS   
 SN1445_PROJECTION: FLUSH
 SN1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SN1445_ROD/PIPE-DEPTH: 9.8  meters
 SN1445
 SN1445  HISTORY     - Date     Condition        Report By
 SN1445  HISTORY     - 1982     MONUMENTED       NGS
 SN1445
 SN1445                          STATION DESCRIPTION
 SN1445
 SN1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SN1445'17.2 KM (10.7 MI) SE FROM UNDERWOOD.
 SN1445'17.2 KM (10.7 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 83 FROM ITS
 SN1445'JUNCTION WITH STATE HIGHWAY 200 IN UNDERWOOD, 0.7 KM (0.45 MI)
 SN1445'SOUTHEAST OF THE SOO LINE RAILROAD MILEPOST 513, 40.9 METERS (134.2
 SN1445'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 SN1445'HIGHWAY, 15.7 METERS (51.5 FT) NORTHEAST OF THE NEAR RAIL AND 1.4
 SN1445'METERS (4.6 FT) SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER.
 SN1445'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 SN1445'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 SN1445'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0566 ***********************************************************************
 RR0566  DESIGNATION -  P 489
 RR0566  PID         -  RR0566
 RR0566  STATE/COUNTY-  ND/MORTON
 RR0566  USGS QUAD   -  CROWN BUTTE LAKE (1972)
 RR0566
 RR0566                         *CURRENT SURVEY CONTROL
 RR0566  ___________________________________________________________________
 RR0566* NAD 83(1986)-  46 50 24.     (N)    101 04 28.     (W)     SCALED    
 RR0566* NAVD 88     -       554.942  (meters)    1820.67   (feet)  ADJUSTED  
 RR0566  ___________________________________________________________________
 RR0566  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 RR0566  DYNAMIC HT  -         554.953 (meters)    1820.71  (feet)  COMP
 RR0566  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 RR0566
 RR0566  VERT ORDER  -  FIRST     CLASS II
 RR0566
 RR0566.The horizontal coordinates were scaled from a topographic map and have
 RR0566.an estimated accuracy of +/- 6 seconds.
 RR0566
 RR0566.The orthometric height was determined by differential leveling
 RR0566.and adjusted by the National Geodetic Survey in June 1991..
 RR0566
 RR0566.The geoid height was determined by GEOID03.
 RR0566
 RR0566.The dynamic height is computed by dividing the NAVD 88
 RR0566.geopotential number by the normal gravity value computed on the
 RR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0566.degrees latitude (g = 980.6199 gals.).
 RR0566
 RR0566.The modeled gravity was interpolated from observed gravity values.
 RR0566
 RR0566;                    North         East    Units  Estimated Accuracy
 RR0566;SPC ND S     -   130,580.      556,180.      MT  (+/- 180 meters Scaled)
 RR0566
 RR0566                          SUPERSEDED SURVEY CONTROL
 RR0566
 RR0566.No superseded survey control is available for this station.
 RR0566
 RR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS418894(NAD 83)
 RR0566_MARKER: I = METAL ROD
 RR0566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0566_SP_SET: STAINLESS STEEL ROD
 RR0566_STAMPING: P 489 1982
 RR0566_MARK LOGO: NGS   
 RR0566_PROJECTION: FLUSH
 RR0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0566_ROD/PIPE-DEPTH: 6.7  meters
 RR0566
 RR0566  HISTORY     - Date     Condition        Report By
 RR0566  HISTORY     - 1982     MONUMENTED       NGS
 RR0566
 RR0566                          STATION DESCRIPTION
 RR0566
 RR0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0566'13.9 KM (8.65 MI) WEST FROM MANDAN.
 RR0566'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 RR0566'WITH STATE HIGHWAY 6 IN MANDAN, THENCE 5.0 KM (3.1 MI) WESTERLY ALONG
 RR0566'COUNTY ROAD 139, 30.5 METERS (100.1 FT) NORTH OF THE CENTERLINE OF THE
 RR0566'ROAD AND 5.0 METERS (16.4 FT) EAST OF A FENCE CORNER.  NOTE=ACCESS TO
 RR0566'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RR0566'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RR0566'THE MARK IS 0.9 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0526 ***********************************************************************
 SL0526  DESIGNATION -  P 49 RESET
 SL0526  PID         -  SL0526
 SL0526  STATE/COUNTY-  ND/TRAILL
 SL0526  USGS QUAD   -  HILLSBORO (1984)
 SL0526
 SL0526                         *CURRENT SURVEY CONTROL
 SL0526  ___________________________________________________________________
 SL0526* NAD 83(1986)-  47 29 53.     (N)    097 05 01.     (W)     SCALED    
 SL0526* NAVD 88     -       283.33   (+/-2cm)     929.6    (feet)  VERTCON   
 SL0526  ___________________________________________________________________
 SL0526  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL0526
 SL0526  VERT ORDER  -  THIRD (See Below)
 SL0526
 SL0526.The horizontal coordinates were scaled from a topographic map and have
 SL0526.an estimated accuracy of +/- 6 seconds.
 SL0526
 SL0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0526.The vertical order pertains to the NGVD 29 superseded value.
 SL0526
 SL0526.The geoid height was determined by GEOID03.
 SL0526
 SL0526;                    North         East    Units  Estimated Accuracy
 SL0526;SPC ND N     -    61,080.      857,330.      MT  (+/- 180 meters Scaled)
 SL0526
 SL0526                          SUPERSEDED SURVEY CONTROL
 SL0526
 SL0526  NGVD 29 (11/04/04)  282.98   (m)          928.4    (f) RESET       3  
 SL0526
 SL0526.Superseded values are not recommended for survey control.
 SL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0526.See file dsdata.txt to determine how the superseded data were derived.
 SL0526
 SL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT443622(NAD 83)
 SL0526_MARKER: DB = BENCH MARK DISK
 SL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0526_STAMPING: P 49 RESET 1939
 SL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0526+STABILITY: SURFACE MOTION
 SL0526
 SL0526  HISTORY     - Date     Condition        Report By
 SL0526  HISTORY     - 1939     MONUMENTED       NDHD
 SL0526  HISTORY     - 1964     MARK NOT FOUND   NGS
 SL0526
 SL0526                          STATION DESCRIPTION
 SL0526
 SL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0526'1.2 MI S FROM CUMMINGS.
 SL0526'1.2 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM CUMMINGS, TRAILL COUNTY, AT
 SL0526'THE INTERSECTION OF STATE HIGHWAY 7, 0.4 MILE EAST OF THE SOUTHWEST
 SL0526'CORNER OF SEC. 31, T 147 N, R 50 W, AND 63 FEET NORTH OF THE
 SL0526'CENTERLINE OF STATE HIGHWAY 7.  A STANDARD DISK, STAMPED P 49 RESET
 SL0526'1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0610 ***********************************************************************
 RR0610  DESIGNATION -  P 490
 RR0610  PID         -  RR0610
 RR0610  STATE/COUNTY-  ND/MORTON
 RR0610  USGS QUAD   -  DENGATE (1980)
 RR0610
 RR0610                         *CURRENT SURVEY CONTROL
 RR0610  ___________________________________________________________________
 RR0610* NAD 83(1986)-  46 49 41.     (N)    101 44 15.     (W)     SCALED    
 RR0610* NAVD 88     -       620.149  (meters)    2034.61   (feet)  ADJUSTED  
 RR0610  ___________________________________________________________________
 RR0610  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 RR0610  DYNAMIC HT  -         620.148 (meters)    2034.60  (feet)  COMP
 RR0610  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 RR0610
 RR0610  VERT ORDER  -  FIRST     CLASS II
 RR0610
 RR0610.The horizontal coordinates were scaled from a topographic map and have
 RR0610.an estimated accuracy of +/- 6 seconds.
 RR0610
 RR0610.The orthometric height was determined by differential leveling
 RR0610.and adjusted by the National Geodetic Survey in June 1991..
 RR0610
 RR0610.The geoid height was determined by GEOID03.
 RR0610
 RR0610.The dynamic height is computed by dividing the NAVD 88
 RR0610.geopotential number by the normal gravity value computed on the
 RR0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0610.degrees latitude (g = 980.6199 gals.).
 RR0610
 RR0610.The modeled gravity was interpolated from observed gravity values.
 RR0610
 RR0610;                    North         East    Units  Estimated Accuracy
 RR0610;SPC ND S     -   129,840.      505,590.      MT  (+/- 180 meters Scaled)
 RR0610
 RR0610                          SUPERSEDED SURVEY CONTROL
 RR0610
 RR0610.No superseded survey control is available for this station.
 RR0610
 RR0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS912896(NAD 83)
 RR0610_MARKER: DB = BENCH MARK DISK
 RR0610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RR0610_SP_SET: PIER
 RR0610_STAMPING: P 490 1982
 RR0610_MARK LOGO: NGS   
 RR0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RR0610+STABILITY: POSITION/ELEVATION WELL
 RR0610
 RR0610  HISTORY     - Date     Condition        Report By
 RR0610  HISTORY     - 1982     MONUMENTED       NGS
 RR0610
 RR0610                          STATION DESCRIPTION
 RR0610
 RR0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RR0610'7.1 KM (4.4 MI) EAST FROM GLEN ULLIN.
 RR0610'7.1 KM (4.4 MI) EASTERLY ALONG COUNTY ROAD 139 FROM THE BURLINGTON
 RR0610'NORTHERN RAILROAD STATION IN GLEN ULLIN, SET VERTICALLY IN THE
 RR0610'NORTHWEST FACE OF THE SECOND PIER WEST OF THE EAST ABUTMENT OF THE
 RR0610'BURLINGTON NORTHERN RAILROAD OVERPASS AND 6.0 METERS (19.7 FT)
 RR0610'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 RR0610'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0278 ***********************************************************************
 RS0278  DESIGNATION -  P 491
 RS0278  PID         -  RS0278
 RS0278  STATE/COUNTY-  ND/STARK
 RS0278  USGS QUAD   -  RICHARDTON SE (1973)
 RS0278
 RS0278                         *CURRENT SURVEY CONTROL
 RS0278  ___________________________________________________________________
 RS0278* NAD 83(1986)-  46 52 18.     (N)    102 18 28.     (W)     SCALED    
 RS0278* NAVD 88     -       755.517  (meters)    2478.73   (feet)  ADJUSTED  
 RS0278  ___________________________________________________________________
 RS0278  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 RS0278  DYNAMIC HT  -         755.511 (meters)    2478.71  (feet)  COMP
 RS0278  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 RS0278
 RS0278  VERT ORDER  -  FIRST     CLASS II
 RS0278
 RS0278.The horizontal coordinates were scaled from a topographic map and have
 RS0278.an estimated accuracy of +/- 6 seconds.
 RS0278
 RS0278.The orthometric height was determined by differential leveling
 RS0278.and adjusted by the National Geodetic Survey in June 1991..
 RS0278
 RS0278.The geoid height was determined by GEOID03.
 RS0278
 RS0278.The dynamic height is computed by dividing the NAVD 88
 RS0278.geopotential number by the normal gravity value computed on the
 RS0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0278.degrees latitude (g = 980.6199 gals.).
 RS0278
 RS0278.The modeled gravity was interpolated from observed gravity values.
 RS0278
 RS0278;                    North         East    Units  Estimated Accuracy
 RS0278;SPC ND S     -   135,530.      462,200.      MT  (+/- 180 meters Scaled)
 RS0278
 RS0278                          SUPERSEDED SURVEY CONTROL
 RS0278
 RS0278.No superseded survey control is available for this station.
 RS0278
 RS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGM051944(NAD 83)
 RS0278_MARKER: DB = BENCH MARK DISK
 RS0278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0278_SP_SET: ABUTMENT
 RS0278_STAMPING: P 491 1982
 RS0278_MARK LOGO: NGS   
 RS0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RS0278+STABILITY: POSITION/ELEVATION WELL
 RS0278
 RS0278  HISTORY     - Date     Condition        Report By
 RS0278  HISTORY     - 1982     MONUMENTED       NGS
 RS0278
 RS0278                          STATION DESCRIPTION
 RS0278
 RS0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0278'37.0 KM (23.0 MI) EAST FROM DICKINSON.
 RS0278'4.0 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0278'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, THENCE
 RS0278'33.0 KM (20.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94, SET VERTICALLY
 RS0278'IN THE SOUTH FACE AND 1.5 METERS (4.9 FT) EAST OF THE WEST END OF THE
 RS0278'NORTH CONCRETE BRIDGE ABUTMENT OF THE STATE HIGHWAY 8 OVERPASS, 21.0
 RS0278'METERS (68.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 RS0278'THE HIGHWAY AND 4.1 METERS (13.5 FT) WEST OF THE CENTERLINE OF THE
 RS0278'STATE HIGHWAY.
 RS0278'THE MARK IS 1.3 M BELOW THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0305 ***********************************************************************
 RS0305  DESIGNATION -  P 492
 RS0305  PID         -  RS0305
 RS0305  STATE/COUNTY-  ND/STARK
 RS0305  USGS QUAD   -  DICKINSON NORTH (1981)
 RS0305
 RS0305                         *CURRENT SURVEY CONTROL
 RS0305  ___________________________________________________________________
 RS0305* NAD 83(1986)-  46 53 22.     (N)    102 49 47.     (W)     SCALED    
 RS0305* NAVD 88     -       749.563  (meters)    2459.19   (feet)  ADJUSTED  
 RS0305  ___________________________________________________________________
 RS0305  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 RS0305  DYNAMIC HT  -         749.560 (meters)    2459.18  (feet)  COMP
 RS0305  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 RS0305
 RS0305  VERT ORDER  -  FIRST     CLASS II
 RS0305
 RS0305.The horizontal coordinates were scaled from a topographic map and have
 RS0305.an estimated accuracy of +/- 6 seconds.
 RS0305
 RS0305.The orthometric height was determined by differential leveling
 RS0305.and adjusted by the National Geodetic Survey in June 1991..
 RS0305
 RS0305.The geoid height was determined by GEOID03.
 RS0305
 RS0305.The dynamic height is computed by dividing the NAVD 88
 RS0305.geopotential number by the normal gravity value computed on the
 RS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0305.degrees latitude (g = 980.6199 gals.).
 RS0305
 RS0305.The modeled gravity was interpolated from observed gravity values.
 RS0305
 RS0305;                    North         East    Units  Estimated Accuracy
 RS0305;SPC ND S     -   138,550.      422,480.      MT  (+/- 180 meters Scaled)
 RS0305
 RS0305                          SUPERSEDED SURVEY CONTROL
 RS0305
 RS0305.No superseded survey control is available for this station.
 RS0305
 RS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM653951(NAD 83)
 RS0305_MARKER: I = METAL ROD
 RS0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0305_SP_SET: STAINLESS STEEL ROD
 RS0305_STAMPING: P 492 1982
 RS0305_MARK LOGO: NGS   
 RS0305_PROJECTION: FLUSH
 RS0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0305_ROD/PIPE-DEPTH: 6.1  meters
 RS0305
 RS0305  HISTORY     - Date     Condition        Report By
 RS0305  HISTORY     - 1982     MONUMENTED       NGS
 RS0305
 RS0305                          STATION DESCRIPTION
 RS0305
 RS0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0305'3.9 KM (2.4 MI) WEST FROM DICKINSON.
 RS0305'3.9 KM (2.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS LOOP
 RS0305'FROM THE BURLINGTON NORTHERN RAILROAD STATION IN DICKINSON, 30.0
 RS0305'METERS (98.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.9
 RS0305'METERS (68.6 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND 4.5
 RS0305'METERS (14.8 FT) NORTH OF A UTILITY POLE WITH 4 GUY WIRES.
 RS0305'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RS0305'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 RS0305'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0350 ***********************************************************************
 RS0350  DESIGNATION -  P 493
 RS0350  PID         -  RS0350
 RS0350  STATE/COUNTY-  ND/GOLDEN VALLEY
 RS0350  USGS QUAD   -  SENTINEL BUTTE (1980)
 RS0350
 RS0350                         *CURRENT SURVEY CONTROL
 RS0350  ___________________________________________________________________
 RS0350* NAD 83(1986)-  46 56 50.     (N)    103 46 14.     (W)     SCALED    
 RS0350* NAVD 88     -       839.847  (meters)    2755.40   (feet)  ADJUSTED  
 RS0350  ___________________________________________________________________
 RS0350  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 RS0350  DYNAMIC HT  -         839.843 (meters)    2755.38  (feet)  COMP
 RS0350  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 RS0350
 RS0350  VERT ORDER  -  FIRST     CLASS II
 RS0350
 RS0350.The horizontal coordinates were scaled from a topographic map and have
 RS0350.an estimated accuracy of +/- 6 seconds.
 RS0350
 RS0350.The orthometric height was determined by differential leveling
 RS0350.and adjusted by the National Geodetic Survey in June 1991..
 RS0350
 RS0350.The geoid height was determined by GEOID03.
 RS0350
 RS0350.The dynamic height is computed by dividing the NAVD 88
 RS0350.geopotential number by the normal gravity value computed on the
 RS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0350.degrees latitude (g = 980.6199 gals.).
 RS0350
 RS0350.The modeled gravity was interpolated from observed gravity values.
 RS0350
 RS0350;                    North         East    Units  Estimated Accuracy
 RS0350;SPC ND S     -   147,530.      351,100.      MT  (+/- 180 meters Scaled)
 RS0350
 RS0350                          SUPERSEDED SURVEY CONTROL
 RS0350
 RS0350.No superseded survey control is available for this station.
 RS0350
 RS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN935000(NAD 83)
 RS0350_MARKER: I = METAL ROD
 RS0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RS0350_SP_SET: STAINLESS STEEL ROD
 RS0350_STAMPING: P 493 1982
 RS0350_MARK LOGO: NGS   
 RS0350_PROJECTION: FLUSH
 RS0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RS0350_ROD/PIPE-DEPTH: 6.1  meters
 RS0350
 RS0350  HISTORY     - Date     Condition        Report By
 RS0350  HISTORY     - 1982     MONUMENTED       NGS
 RS0350
 RS0350                          STATION DESCRIPTION
 RS0350
 RS0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0350'46.7 KM (29.0 MI) WEST FROM BELFIELD.
 RS0350'46.7 KM (29.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 RS0350'JUNCTION WITH U. S. HIGHWAY 85 IN BELFIELD, 0.5 KM (0.3 MI) EAST OF A
 RS0350'GRAVELED CROSSROAD, 37.2 METERS (122.0 FT) NORTH OF THE CENTERLINE OF
 RS0350'THE WEST BOUND LANES OF THE HIGHWAY AND 9.8 METERS (32.2 FT) SOUTH OF
 RS0350'THE CENTER OF A GRAVELED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 RS0350'THROUGH A 5-INCH LOGO CAP.
 RS0350'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 RS0350'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0321 ***********************************************************************
 RS0321  DESIGNATION -  P 494
 RS0321  PID         -  RS0321
 RS0321  STATE/COUNTY-  ND/STARK
 RS0321  USGS QUAD   -  BELFIELD (1981)
 RS0321
 RS0321                         *CURRENT SURVEY CONTROL
 RS0321  ___________________________________________________________________
 RS0321* NAD 83(1986)-  46 52 56.     (N)    103 11 23.     (W)     SCALED    
 RS0321* NAVD 88     -       795.980  (meters)    2611.48   (feet)  ADJUSTED  
 RS0321  ___________________________________________________________________
 RS0321  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 RS0321  DYNAMIC HT  -         795.962 (meters)    2611.42  (feet)  COMP
 RS0321  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 RS0321
 RS0321  VERT ORDER  -  FIRST     CLASS II
 RS0321
 RS0321.The horizontal coordinates were scaled from a topographic map and have
 RS0321.an estimated accuracy of +/- 6 seconds.
 RS0321
 RS0321.The orthometric height was determined by differential leveling
 RS0321.and adjusted by the National Geodetic Survey in June 1991..
 RS0321
 RS0321.The geoid height was determined by GEOID03.
 RS0321
 RS0321.The dynamic height is computed by dividing the NAVD 88
 RS0321.geopotential number by the normal gravity value computed on the
 RS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0321.degrees latitude (g = 980.6199 gals.).
 RS0321
 RS0321.The modeled gravity was interpolated from observed gravity values.
 RS0321
 RS0321;                    North         East    Units  Estimated Accuracy
 RS0321;SPC ND S     -   138,630.      395,040.      MT  (+/- 180 meters Scaled)
 RS0321
 RS0321                          SUPERSEDED SURVEY CONTROL
 RS0321
 RS0321.No superseded survey control is available for this station.
 RS0321
 RS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM379936(NAD 83)
 RS0321_MARKER: DB = BENCH MARK DISK
 RS0321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RS0321_SP_SET: ABUTMENT
 RS0321_STAMPING: P 494 1982
 RS0321_MARK LOGO: NGS   
 RS0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RS0321+STABILITY: POSITION/ELEVATION WELL
 RS0321
 RS0321  HISTORY     - Date     Condition        Report By
 RS0321  HISTORY     - 1982     MONUMENTED       NGS
 RS0321
 RS0321                          STATION DESCRIPTION
 RS0321
 RS0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RS0321'IN BELFIELD.
 RS0321'IN BELFIELD, AT THE INTERSECTION OF THE BURLINGTON NORTHERN RAILROAD
 RS0321'AND U. S. HIGHWAY 85, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE
 RS0321'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 RS0321'RAILROAD AND 6.1 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE
 RS0321'HIGHWAY.
 RS0321'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0636 ***********************************************************************
 RP0636  DESIGNATION -  P 496
 RP0636  PID         -  RP0636
 RP0636  STATE/COUNTY-  ND/BARNES
 RP0636  USGS QUAD   -  ORISKA (1971)
 RP0636
 RP0636                         *CURRENT SURVEY CONTROL
 RP0636  ___________________________________________________________________
 RP0636* NAD 83(1986)-  46 55 14.     (N)    097 50 58.     (W)     SCALED    
 RP0636* NAVD 88     -       412.105  (meters)    1352.05   (feet)  ADJUSTED  
 RP0636  ___________________________________________________________________
 RP0636  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 RP0636  DYNAMIC HT  -         412.134 (meters)    1352.14  (feet)  COMP
 RP0636  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 RP0636
 RP0636  VERT ORDER  -  FIRST     CLASS II
 RP0636
 RP0636.The horizontal coordinates were scaled from a topographic map and have
 RP0636.an estimated accuracy of +/- 6 seconds.
 RP0636
 RP0636.The orthometric height was determined by differential leveling
 RP0636.and adjusted by the National Geodetic Survey in June 1991..
 RP0636
 RP0636.The geoid height was determined by GEOID03.
 RP0636
 RP0636.The dynamic height is computed by dividing the NAVD 88
 RP0636.geopotential number by the normal gravity value computed on the
 RP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0636.degrees latitude (g = 980.6199 gals.).
 RP0636
 RP0636.The modeled gravity was interpolated from observed gravity values.
 RP0636
 RP0636;                    North         East    Units  Estimated Accuracy
 RP0636;SPC ND S     -   142,780.      801,840.      MT  (+/- 180 meters Scaled)
 RP0636
 RP0636                          SUPERSEDED SURVEY CONTROL
 RP0636
 RP0636.No superseded survey control is available for this station.
 RP0636
 RP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS876969(NAD 83)
 RP0636_MARKER: I = METAL ROD
 RP0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0636_SP_SET: STAINLESS STEEL ROD
 RP0636_STAMPING: P 496 1982
 RP0636_MARK LOGO: NGS   
 RP0636_PROJECTION: FLUSH
 RP0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0636_ROD/PIPE-DEPTH: 7.3  meters
 RP0636
 RP0636  HISTORY     - Date     Condition        Report By
 RP0636  HISTORY     - 1982     MONUMENTED       NGS
 RP0636
 RP0636                          STATION DESCRIPTION
 RP0636
 RP0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0636'4.7 KM (2.95 MI) WSW FROM ORISKA.
 RP0636'4.7 KM (2.95 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE ROUTE
 RP0636'32 OVERPASS (ORISKA INTERCHANGE, EXIT 73) WHICH IS 1.3 KM (0.8 MI)
 RP0636'SOUTH OF ORISKA, SET NEAR A GRAVEL ROAD JUNCTION ON THE NORTH SIDE OF
 RP0636'THE HIGHWAY, 36.58 METERS (120.0 FT) NORTH OF THE CENTERLINE OF
 RP0636'INTERSTATE HIGHWAY 94 WESTBOUND, 21.18 METERS (69.5 FT) WEST OF THE
 RP0636'EXTENDED CENTER OF A NORTH-SOUTH GRAVEL ROAD, 11.58 METERS (38.0 FT)
 RP0636'SOUTH OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, 4.57 METERS (15.0 FT)
 RP0636'EAST-SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER, 4.51 METERS (14.8 FT)
 RP0636'SOUTHWEST OF POWERLINE POLE NUMBER 26065 (AT AN L-JUNCTION WITH A GUY
 RP0636'WIRE ATTACHED), AND 0.24 METERS (0.8 FT) SOUTH OF AN EAST-WEST FENCE
 RP0636'LINE.  NOTE, THE ROD DRIVING RATE EXCEEDED 7 SECONDS PER FOOT.
 RP0636'THE MARK IS 0.37 METERS  SE FROM A WITNESS POST.
 RP0636'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RQ0520 ***********************************************************************
 RQ0520  DESIGNATION -  P 497
 RQ0520  PID         -  RQ0520
 RQ0520  STATE/COUNTY-  ND/BARNES
 RQ0520  USGS QUAD   -  ECKELSON (1970)
 RQ0520
 RQ0520                         *CURRENT SURVEY CONTROL
 RQ0520  ___________________________________________________________________
 RQ0520* NAD 83(1986)-  46 54 24.     (N)    098 16 12.     (W)     SCALED    
 RQ0520* NAVD 88     -       448.903  (meters)    1472.78   (feet)  ADJUSTED  
 RQ0520  ___________________________________________________________________
 RQ0520  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 RQ0520  DYNAMIC HT  -         448.931 (meters)    1472.87  (feet)  COMP
 RQ0520  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RQ0520
 RQ0520  VERT ORDER  -  FIRST     CLASS II
 RQ0520
 RQ0520.The horizontal coordinates were scaled from a topographic map and have
 RQ0520.an estimated accuracy of +/- 6 seconds.
 RQ0520
 RQ0520.The orthometric height was determined by differential leveling
 RQ0520.and adjusted by the National Geodetic Survey in June 1991..
 RQ0520
 RQ0520.The geoid height was determined by GEOID03.
 RQ0520
 RQ0520.The dynamic height is computed by dividing the NAVD 88
 RQ0520.geopotential number by the normal gravity value computed on the
 RQ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RQ0520.degrees latitude (g = 980.6199 gals.).
 RQ0520
 RQ0520.The modeled gravity was interpolated from observed gravity values.
 RQ0520
 RQ0520;                    North         East    Units  Estimated Accuracy
 RQ0520;SPC ND S     -   140,250.      769,870.      MT  (+/- 180 meters Scaled)
 RQ0520
 RQ0520                          SUPERSEDED SURVEY CONTROL
 RQ0520
 RQ0520.No superseded survey control is available for this station.
 RQ0520
 RQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNS555950(NAD 83)
 RQ0520_MARKER: DB = BENCH MARK DISK
 RQ0520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RQ0520_SP_SET: CONCRETE PIER
 RQ0520_STAMPING: P 497 1982
 RQ0520_MARK LOGO: NGS   
 RQ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RQ0520
 RQ0520  HISTORY     - Date     Condition        Report By
 RQ0520  HISTORY     - 1982     MONUMENTED       NGS
 RQ0520
 RQ0520                          STATION DESCRIPTION
 RQ0520
 RQ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RQ0520'5.3 KM (3.3 MI) SW FROM SANBORN.
 RQ0520'5.6 KM (3.5 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE STATE
 RQ0520'HIGHWAY 1 OVERPASS (EXIT 66) ABOUT 4.3 KM (2.7 MI) SOUTHEAST OF
 RQ0520'SANBORN TO AN OVERPASS AND THE MARK, SET IN THE SOUTH FACE OF THE
 RQ0520'SOUTHWESTERNMOST PIER OF THE OVERPASS BRIDGE, 33.22 METERS (109.0 FT)
 RQ0520'EAST OF THE WEST END OF A METAL GUARD RAIL, AND 7.62 METERS (25.0 FT)
 RQ0520'SOUTH OF THE CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RQ0520'THE MARK IS 1.5 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP0681 ***********************************************************************
 RP0681  DESIGNATION -  P 498
 RP0681  PID         -  RP0681
 RP0681  STATE/COUNTY-  ND/CASS
 RP0681  USGS QUAD   -  DURBIN (1961)
 RP0681
 RP0681                         *CURRENT SURVEY CONTROL
 RP0681  ___________________________________________________________________
 RP0681* NAD 83(1986)-  46 52 26.     (N)    097 13 17.     (W)     SCALED    
 RP0681* NAVD 88     -       281.877  (meters)     924.79   (feet)  ADJUSTED  
 RP0681  ___________________________________________________________________
 RP0681  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 RP0681  DYNAMIC HT  -         281.903 (meters)     924.88  (feet)  COMP
 RP0681  MODELED GRAV-     980,697.0   (mgal)                       NAVD 88
 RP0681
 RP0681  VERT ORDER  -  FIRST     CLASS II
 RP0681
 RP0681.The horizontal coordinates were scaled from a topographic map and have
 RP0681.an estimated accuracy of +/- 6 seconds.
 RP0681
 RP0681.The orthometric height was determined by differential leveling
 RP0681.and adjusted by the National Geodetic Survey in June 1991..
 RP0681
 RP0681.The geoid height was determined by GEOID03.
 RP0681
 RP0681.The dynamic height is computed by dividing the NAVD 88
 RP0681.geopotential number by the normal gravity value computed on the
 RP0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0681.degrees latitude (g = 980.6199 gals.).
 RP0681
 RP0681.The modeled gravity was interpolated from observed gravity values.
 RP0681
 RP0681;                    North         East    Units  Estimated Accuracy
 RP0681;SPC ND S     -   139,410.      849,860.      MT  (+/- 180 meters Scaled)
 RP0681
 RP0681                          SUPERSEDED SURVEY CONTROL
 RP0681
 RP0681.No superseded survey control is available for this station.
 RP0681
 RP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS355926(NAD 83)
 RP0681_MARKER: DB = BENCH MARK DISK
 RP0681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0681_SP_SET: CONCRETE PIER
 RP0681_STAMPING: P 498 1982
 RP0681_MARK LOGO: NGS   
 RP0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0681
 RP0681  HISTORY     - Date     Condition        Report By
 RP0681  HISTORY     - 1982     MONUMENTED       NGS
 RP0681
 RP0681                          STATION DESCRIPTION
 RP0681
 RP0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0681'3.2 KM (2.0 MI) SSW FROM CASSELTON.
 RP0681'0.8 KM (0.5 MI) WEST ALONG INTERSTATE HIGHWAY 94 FROM THE CASSELTON
 RP0681'INTERCHANGE (STATE ROUTE 18) WHICH IS 2.9 KM (1.8 MI) SOUTH OF
 RP0681'CASSELTON, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWESTERNMOST
 RP0681'PIER OF A RAILROAD OVERPASS, 30.48 METERS (100.0 FT) EAST OF THE WEST
 RP0681'END OF A METAL GUARD RAIL, AND 8.53 METERS (28.0 FT) SOUTH OF THE
 RP0681'CENTERLINE OF INTERSTATE HIGHWAY 94 EASTBOUND.
 RP0681'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0480 ***********************************************************************
 SL0480  DESIGNATION -  P 50
 SL0480  PID         -  SL0480
 SL0480  STATE/COUNTY-  ND/TRAILL
 SL0480  USGS QUAD   -  BLANCHARD (1967)
 SL0480
 SL0480                         *CURRENT SURVEY CONTROL
 SL0480  ___________________________________________________________________
 SL0480* NAD 83(1986)-  47 16 56.     (N)    097 13 05.     (W)     SCALED    
 SL0480* NAVD 88     -       288.498  (meters)     946.51   (feet)  ADJUSTED  
 SL0480  ___________________________________________________________________
 SL0480  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 SL0480  DYNAMIC HT  -         288.537 (meters)     946.64  (feet)  COMP
 SL0480  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 SL0480
 SL0480  VERT ORDER  -  SECOND    CLASS 0
 SL0480
 SL0480.The horizontal coordinates were scaled from a topographic map and have
 SL0480.an estimated accuracy of +/- 6 seconds.
 SL0480
 SL0480.The orthometric height was determined by differential leveling
 SL0480.and adjusted by the National Geodetic Survey in June 1991..
 SL0480
 SL0480.The geoid height was determined by GEOID03.
 SL0480
 SL0480.The dynamic height is computed by dividing the NAVD 88
 SL0480.geopotential number by the normal gravity value computed on the
 SL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0480.degrees latitude (g = 980.6199 gals.).
 SL0480
 SL0480.The modeled gravity was interpolated from observed gravity values.
 SL0480
 SL0480;                    North         East    Units  Estimated Accuracy
 SL0480;SPC ND N     -    36,670.      848,230.      MT  (+/- 180 meters Scaled)
 SL0480
 SL0480                          SUPERSEDED SURVEY CONTROL
 SL0480
 SL0480  NGVD 29 (??/??/92)  288.156  (m)          945.39   (f) ADJ UNCH    2 0
 SL0480
 SL0480.Superseded values are not recommended for survey control.
 SL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0480.See file dsdata.txt to determine how the superseded data were derived.
 SL0480
 SL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT347380(NAD 83)
 SL0480_MARKER: DB = BENCH MARK DISK
 SL0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0480_STAMPING: P-50 -- 1934
 SL0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0480+STABILITY: SURFACE MOTION
 SL0480
 SL0480  HISTORY     - Date     Condition        Report By
 SL0480  HISTORY     - 1934     MONUMENTED       CGS
 SL0480  HISTORY     - 1967     GOOD             USAF
 SL0480
 SL0480                          STATION DESCRIPTION
 SL0480
 SL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SL0480'6.3 MI N FROM HUNTER.
 SL0480'6.3 MILES NORTH OF THE RAILWAY STATION AT HUNTER.  0.5 OF MILE NORTH
 SL0480'OF STATION AT GREENFIELD.  0.3 OF MILE NORTH OF MILE POST NO. 81.  65
 SL0480'FT. NORTH OF CENTERLINE OF GRADED COUNTY ROAD THAT CROSSES TRACK. 37.3
 SL0480'FT. EAST OF EAST RAIL OF TRACK.  9 FT. NORTH OF TELEGRAPH POLE.
 SL0480'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. HIGH.
 SL0480
 SL0480                          STATION RECOVERY (1967)
 SL0480
 SL0480'RECOVERY NOTE BY US AIR FORCE 1967
 SL0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0737 ***********************************************************************
 RR0737  DESIGNATION -  P 501
 RR0737  PID         -  RR0737
 RR0737  STATE/COUNTY-  ND/GRANT
 RR0737  USGS QUAD   -  OTTER CREEK WEST (1980)
 RR0737
 RR0737                         *CURRENT SURVEY CONTROL
 RR0737  ___________________________________________________________________
 RR0737* NAD 83(1986)-  46 35 01.     (N)    101 24 01.     (W)     SCALED    
 RR0737* NAVD 88     -       638.661  (meters)    2095.34   (feet)  ADJUSTED  
 RR0737  ___________________________________________________________________
 RR0737  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 RR0737  DYNAMIC HT  -         638.654 (meters)    2095.32  (feet)  COMP
 RR0737  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 RR0737
 RR0737  VERT ORDER  -  FIRST     CLASS II
 RR0737
 RR0737.The horizontal coordinates were scaled from a topographic map and have
 RR0737.an estimated accuracy of +/- 6 seconds.
 RR0737
 RR0737.The orthometric height was determined by differential leveling
 RR0737.and adjusted by the National Geodetic Survey in June 1991..
 RR0737
 RR0737.The geoid height was determined by GEOID03.
 RR0737
 RR0737.The dynamic height is computed by dividing the NAVD 88
 RR0737.geopotential number by the normal gravity value computed on the
 RR0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0737.degrees latitude (g = 980.6199 gals.).
 RR0737
 RR0737.The modeled gravity was interpolated from observed gravity values.
 RR0737
 RR0737;                    North         East    Units  Estimated Accuracy
 RR0737;SPC ND S     -   102,320.      531,000.      MT  (+/- 180 meters Scaled)
 RR0737
 RR0737                          SUPERSEDED SURVEY CONTROL
 RR0737
 RR0737.No superseded survey control is available for this station.
 RR0737
 RR0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS161616(NAD 83)
 RR0737_MARKER: I = METAL ROD
 RR0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0737_SP_SET: STAINLESS STEEL ROD
 RR0737_STAMPING: P 501 1985
 RR0737_MARK LOGO: NGS   
 RR0737_PROJECTION: FLUSH
 RR0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0737_ROD/PIPE-DEPTH: 3.7  meters
 RR0737
 RR0737  HISTORY     - Date     Condition        Report By
 RR0737  HISTORY     - 1985     MONUMENTED       NGS
 RR0737
 RR0737                          STATION DESCRIPTION
 RR0737
 RR0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0737'33.8 KM (21.0 MI) SOUTH FROM NEW SALEM.
 RR0737'24.5 KM (15.2 MI) SOUTH ALONG COUNTY ROAD 85 FROM THE JUNCTION OF
 RR0737'COUNTY ROAD 139 AT NEW SALEM, THENCE 9.3 KM (5.75 MI) SOUTH ALONG A
 RR0737'GRAVEL ROAD, 12.2 METERS (40 FT) NORTHWEST OF THE CENTER OF THE ROAD,
 RR0737'24.1 METERS (79 FT) SOUTHWEST OF THE CENTER OF A WIRE GATE AND 0.2
 RR0737'METER (0.8 FT) SOUTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 RR0737'HAD THROUGH A 5-INCH LOGO CAP.
 RR0737'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RR0737'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0760 ***********************************************************************
 RR0760  DESIGNATION -  P 502
 RR0760  PID         -  RR0760
 RR0760  STATE/COUNTY-  ND/GRANT
 RR0760  USGS QUAD   -  LOOKOUT BUTTE SE (1971)
 RR0760
 RR0760                         *CURRENT SURVEY CONTROL
 RR0760  ___________________________________________________________________
 RR0760* NAD 83(1986)-  46 06 15.     (N)    101 19 56.     (W)     SCALED    
 RR0760* NAVD 88     -       604.292  (meters)    1982.58   (feet)  ADJUSTED  
 RR0760  ___________________________________________________________________
 RR0760  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 RR0760  DYNAMIC HT  -         604.257 (meters)    1982.47  (feet)  COMP
 RR0760  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 RR0760
 RR0760  VERT ORDER  -  FIRST     CLASS II
 RR0760
 RR0760.The horizontal coordinates were scaled from a topographic map and have
 RR0760.an estimated accuracy of +/- 6 seconds.
 RR0760
 RR0760.The orthometric height was determined by differential leveling
 RR0760.and adjusted by the National Geodetic Survey in June 1991..
 RR0760
 RR0760.The geoid height was determined by GEOID03.
 RR0760
 RR0760.The dynamic height is computed by dividing the NAVD 88
 RR0760.geopotential number by the normal gravity value computed on the
 RR0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0760.degrees latitude (g = 980.6199 gals.).
 RR0760
 RR0760.The modeled gravity was interpolated from observed gravity values.
 RR0760
 RR0760;                    North         East    Units  Estimated Accuracy
 RR0760;SPC ND S     -    48,970.      535,660.      MT  (+/- 180 meters Scaled)
 RR0760
 RR0760                          SUPERSEDED SURVEY CONTROL
 RR0760
 RR0760.No superseded survey control is available for this station.
 RR0760
 RR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLS197082(NAD 83)
 RR0760_MARKER: I = METAL ROD
 RR0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RR0760_SP_SET: STAINLESS STEEL ROD
 RR0760_STAMPING: P 502 1985
 RR0760_MARK LOGO: NGS   
 RR0760_PROJECTION: FLUSH
 RR0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RR0760_ROD/PIPE-DEPTH: 8.5  meters
 RR0760
 RR0760  HISTORY     - Date     Condition        Report By
 RR0760  HISTORY     - 1985     MONUMENTED       NGS
 RR0760
 RR0760                          STATION DESCRIPTION
 RR0760
 RR0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RR0760'29.4 KM (18.25 MI) SOUTH FROM RALEIGH.
 RR0760'29.4 KM (18.2 MI) SOUTH ALONG STATE ROUTE 31 FROM THE JUNCTION OF MAIN
 RR0760'STREET AT RALEIGH, ALSO 20.4 KM (12.65 MI) NORTH OF MCINTOSH SOUTH
 RR0760'DAKOTA, 0.4 KM (0.25 MI) NORTH OF MILEPOST 11, 30.8 METERS (101 FT)
 RR0760'WEST OF THE HIGHWAY CENTERLINE, 5.5 METERS (18 FT) SOUTH OF THE CENTER
 RR0760'OF A WIRE GATE AND A TRACK ROAD, 0.3 METER (1 FT) EAST OF THE
 RR0760'RIGHT-OF-WAY FENCE AND 25.9 METERS (85 FT) SOUTHWEST OF THE WEST END
 RR0760'OF A 36-INCH PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 RR0760'A 5-INCH LOGO CAP.
 RR0760'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RR0760'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1189 ***********************************************************************
 RP1189  DESIGNATION -  P 504
 RP1189  PID         -  RP1189
 RP1189  STATE/COUNTY-  ND/RICHLAND
 RP1189  USGS QUAD   -  SONORA (1972)
 RP1189
 RP1189                         *CURRENT SURVEY CONTROL
 RP1189  ___________________________________________________________________
 RP1189* NAD 83(1986)-  46 03 02.     (N)    096 37 37.     (W)     SCALED    
 RP1189* NAVD 88     -       299.517  (meters)     982.67   (feet)  ADJUSTED  
 RP1189  ___________________________________________________________________
 RP1189  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 RP1189  DYNAMIC HT  -         299.517 (meters)     982.67  (feet)  COMP
 RP1189  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RP1189
 RP1189  VERT ORDER  -  FIRST     CLASS II
 RP1189
 RP1189.The horizontal coordinates were scaled from a topographic map and have
 RP1189.an estimated accuracy of +/- 6 seconds.
 RP1189
 RP1189.The orthometric height was determined by differential leveling
 RP1189.and adjusted by the National Geodetic Survey in June 1991..
 RP1189
 RP1189.The geoid height was determined by GEOID03.
 RP1189
 RP1189.The dynamic height is computed by dividing the NAVD 88
 RP1189.geopotential number by the normal gravity value computed on the
 RP1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1189.degrees latitude (g = 980.6199 gals.).
 RP1189
 RP1189.The modeled gravity was interpolated from observed gravity values.
 RP1189
 RP1189;                    North         East    Units  Estimated Accuracy
 RP1189;SPC ND S     -    50,060.      899,630.      MT  (+/- 180 meters Scaled)
 RP1189
 RP1189                          SUPERSEDED SURVEY CONTROL
 RP1189
 RP1189.No superseded survey control is available for this station.
 RP1189
 RP1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS835024(NAD 83)
 RP1189_MARKER: I = METAL ROD
 RP1189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP1189_SP_SET: STAINLESS STEEL ROD
 RP1189_STAMPING: P 504 1990
 RP1189_MARK LOGO: NGS   
 RP1189_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1189_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP1189+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 RP1189_ROD/PIPE-DEPTH: 12.2 meters
 RP1189
 RP1189  HISTORY     - Date     Condition        Report By
 RP1189  HISTORY     - 1990     MONUMENTED       NGS
 RP1189  HISTORY     - 20040722 GOOD             MNDT
 RP1189
 RP1189                          STATION DESCRIPTION
 RP1189
 RP1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1189'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 RP1189'STATE HIGHWAY 127 IN FAIRMOUNT, 22.8 M (74.8 FT) SOUTH OF THE HIGHWAY
 RP1189'CENTERLINE, 17.2 M (56.4 FT) WEST OF THE CENTER OF THE MOST WESTERLY
 RP1189'OF 2 ENTRANCES TO A GROUP OF GRAIN BINS, 2.2 M (7.2 FT) NORTH OF A
 RP1189'WITNESS POST, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 RP1189'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 RP1189
 RP1189                          STATION RECOVERY (2004)
 RP1189
 RP1189'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 RP1189'0.5 MILES WEST ALONG TRUNK HIGHWAY 11 FROM THE JUNCTION OF TRUNK
 RP1189'HIGHWAY 127 IN FAIRMOUNT, 74.8 FEET SOUTH OF TRUNK HIGHWAY 11 , 56.4
 RP1189'FEET WEST OF CENTER OF MOST WESTERLY OF TWO ENTRANCES TO A GROUP OF
 RP1189'GRAIN BINS, 7.2 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RP1152 ***********************************************************************
 RP1152  DESIGNATION -  P 506
 RP1152  PID         -  RP1152
 RP1152  STATE/COUNTY-  ND/CASS
 RP1152  USGS QUAD   -  HICKSON (1979)
 RP1152
 RP1152                         *CURRENT SURVEY CONTROL
 RP1152  ___________________________________________________________________
 RP1152* NAD 83(1986)-  46 38 42.     (N)    096 49 15.     (W)     SCALED    
 RP1152* NAVD 88     -       279.817  (meters)     918.03   (feet)  ADJUSTED  
 RP1152  ___________________________________________________________________
 RP1152  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 RP1152  DYNAMIC HT  -         279.838 (meters)     918.10  (feet)  COMP
 RP1152  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 RP1152
 RP1152  VERT ORDER  -  FIRST     CLASS II
 RP1152
 RP1152.The horizontal coordinates were scaled from a topographic map and have
 RP1152.an estimated accuracy of +/- 6 seconds.
 RP1152
 RP1152.The orthometric height was determined by differential leveling
 RP1152.and adjusted by the National Geodetic Survey in June 1991..
 RP1152
 RP1152.The geoid height was determined by GEOID03.
 RP1152
 RP1152.The dynamic height is computed by dividing the NAVD 88
 RP1152.geopotential number by the normal gravity value computed on the
 RP1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP1152.degrees latitude (g = 980.6199 gals.).
 RP1152
 RP1152.The modeled gravity was interpolated from observed gravity values.
 RP1152
 RP1152;                    North         East    Units  Estimated Accuracy
 RP1152;SPC ND S     -   115,340.      881,550.      MT  (+/- 180 meters Scaled)
 RP1152
 RP1152                          SUPERSEDED SURVEY CONTROL
 RP1152
 RP1152.No superseded survey control is available for this station.
 RP1152
 RP1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS667680(NAD 83)
 RP1152_MARKER: I = METAL ROD
 RP1152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RP1152_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RP1152_STAMPING: P 506 1990
 RP1152_MARK LOGO: NGS   
 RP1152_PROJECTION: PROJECTING 5 CENTIMETERS
 RP1152_MAGNETIC: I = MARKER IS A STEEL ROD
 RP1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP1152+SATELLITE: SATELLITE OBSERVATIONS - 1990
 RP1152_ROD/PIPE-DEPTH: 6.7  meters
 RP1152_SLEEVE-DEPTH  : 0.9 meters
 RP1152
 RP1152  HISTORY     - Date     Condition        Report By
 RP1152  HISTORY     - 1990     MONUMENTED       NGS
 RP1152
 RP1152                          STATION DESCRIPTION
 RP1152
 RP1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 RP1152'5.0 KM (3.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 81 BUSINESS (UNIVERSITY
 RP1152'DRIVE) FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT 87) IN FARGO,
 RP1152'THENCE 18.2 KM (11.3 MI) SOUTHERLY ALONG COUNTY ROAD 81, 28.2 M (92.5
 RP1152'FT) WEST OF THE CENTERLINE OF THE ROAD, 10.7 M (35.1 FT) NORTH OF THE
 RP1152'CENTER OF A SECTION LINE ROAD, 2.4 M (7.9 FT) SOUTHEAST OF UTILITY
 RP1152'PEDESTAL NUMBER 113 1, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROADS,
 RP1152'AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 RP1152'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 RP1152'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SL0559 ***********************************************************************
 SL0559  DESIGNATION -  P 52 RESET
 SL0559  PID         -  SL0559
 SL0559  STATE/COUNTY-  ND/STEELE
 SL0559  USGS QUAD   -  LUVERNE NW (1967)
 SL0559
 SL0559                         *CURRENT SURVEY CONTROL
 SL0559  ___________________________________________________________________
 SL0559* NAD 83(1986)-  47 26 29.     (N)    097 55 17.     (W)     SCALED    
 SL0559* NAVD 88     -       461.63   (+/-2cm)    1514.5    (feet)  VERTCON   
 SL0559  ___________________________________________________________________
 SL0559  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 SL0559
 SL0559  VERT ORDER  -  THIRD (See Below)
 SL0559
 SL0559.The horizontal coordinates were scaled from a topographic map and have
 SL0559.an estimated accuracy of +/- 6 seconds.
 SL0559
 SL0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 SL0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SL0559.The vertical order pertains to the NGVD 29 superseded value.
 SL0559
 SL0559.The geoid height was determined by GEOID03.
 SL0559
 SL0559;                    North         East    Units  Estimated Accuracy
 SL0559;SPC ND N     -    52,330.      794,460.      MT  (+/- 180 meters Scaled)
 SL0559
 SL0559                          SUPERSEDED SURVEY CONTROL
 SL0559
 SL0559  NGVD 29 (11/04/04)  461.26   (m)         1513.3    (f) RESET       3  
 SL0559
 SL0559.Superseded values are not recommended for survey control.
 SL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0559.See file dsdata.txt to determine how the superseded data were derived.
 SL0559
 SL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT813547(NAD 83)
 SL0559_MARKER: DB = BENCH MARK DISK
 SL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0559_STAMPING: P 52 RESET 1942
 SL0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0559+STABILITY: SURFACE MOTION
 SL0559
 SL0559  HISTORY     - Date     Condition        Report By
 SL0559  HISTORY     - 1942     MONUMENTED       CGS
 SL0559  HISTORY     - 1963     MARK NOT FOUND   NGS
 SL0559
 SL0559                          STATION DESCRIPTION
 SL0559
 SL0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SL0559'11.0 MI E FROM COOPERSTOWN.
 SL0559'IN STEELE COUNTY, 1 MILE EAST ALONG STATE HIGHWAY 7 FROM THE COUNTY
 SL0559'COURTHOUSE AT COOPERSTOWN, GRIGGS COUNTY, 1 MILE WEST OF THE OAK GROVE
 SL0559'SCHOOLHOUSE, IN THE NE 1/4-NE 1/4 SEC. 28, T 146 N, R 57 W, AT A ROAD
 SL0559'CROSSING, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 93 FEET
 SL0559'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 52
 SL0559'RESET 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0372 ***********************************************************************
 SM0372  DESIGNATION -  P 53
 SM0372  PID         -  SM0372
 SM0372  STATE/COUNTY-  ND/GRIGGS
 SM0372  USGS QUAD   -  COOPERSTOWN WEST (1984)
 SM0372
 SM0372                         *CURRENT SURVEY CONTROL
 SM0372  ___________________________________________________________________
 SM0372* NAD 83(1986)-  47 24 48.     (N)    098 07 43.     (W)     SCALED    
 SM0372* NAVD 88     -       435.811  (meters)    1429.82   (feet)  ADJUSTED  
 SM0372  ___________________________________________________________________
 SM0372  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 SM0372  DYNAMIC HT  -         435.855 (meters)    1429.97  (feet)  COMP
 SM0372  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 SM0372
 SM0372  VERT ORDER  -  SECOND    CLASS 0
 SM0372
 SM0372.The horizontal coordinates were scaled from a topographic map and have
 SM0372.an estimated accuracy of +/- 6 seconds.
 SM0372
 SM0372.The orthometric height was determined by differential leveling
 SM0372.and adjusted by the National Geodetic Survey in June 1991..
 SM0372
 SM0372.The geoid height was determined by GEOID03.
 SM0372
 SM0372.The dynamic height is computed by dividing the NAVD 88
 SM0372.geopotential number by the normal gravity value computed on the
 SM0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0372.degrees latitude (g = 980.6199 gals.).
 SM0372
 SM0372.The modeled gravity was interpolated from observed gravity values.
 SM0372
 SM0372;                    North         East    Units  Estimated Accuracy
 SM0372;SPC ND N     -    48,710.      778,940.      MT  (+/- 180 meters Scaled)
 SM0372
 SM0372                          SUPERSEDED SURVEY CONTROL
 SM0372
 SM0372  NGVD 29 (??/??/92)  435.456  (m)         1428.66   (f) ADJ UNCH    2 0
 SM0372
 SM0372.Superseded values are not recommended for survey control.
 SM0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0372.See file dsdata.txt to determine how the superseded data were derived.
 SM0372
 SM0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT657514(NAD 83)
 SM0372_MARKER: DB = BENCH MARK DISK
 SM0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0372_STAMPING: P 53 1934
 SM0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0372+STABILITY: SURFACE MOTION
 SM0372
 SM0372  HISTORY     - Date     Condition        Report By
 SM0372  HISTORY     - 1934     MONUMENTED       CGS
 SM0372  HISTORY     - 1963     GOOD             NGS
 SM0372
 SM0372                          STATION DESCRIPTION
 SM0372
 SM0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 SM0372'2.2 MI S FROM COOPERSTOWN.
 SM0372'ABOUT 2.2 MILES SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0372'STATION AT COOPERSTOWN, IN SECTION 1, T 145 N, R 59 W, 52 FEET
 SM0372'SOUTHWEST OF THE CENTER OF A ROAD CROSSING, ABOUT 0.2 MILE NORTH OF
 SM0372'MILEPOST 34, 42 FEET WEST OF THE WEST RAIL, 28 FEET SOUTH OF THE
 SM0372'CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A FENCE CORNER, 4 FEET EAST
 SM0372'OF A FENCE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 SM0372'THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0357 ***********************************************************************
 TE0357  DESIGNATION -  P 55
 TE0357  PID         -  TE0357
 TE0357  STATE/COUNTY-  ND/RAMSEY
 TE0357  USGS QUAD   -  EDMORE SW (1972)
 TE0357
 TE0357                         *CURRENT SURVEY CONTROL
 TE0357  ___________________________________________________________________
 TE0357* NAD 83(1986)-  48 19 32.     (N)    098 22 47.     (W)     SCALED    
 TE0357* NAVD 88     -       461.939  (meters)    1515.54   (feet)  ADJUSTED  
 TE0357  ___________________________________________________________________
 TE0357  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 TE0357  DYNAMIC HT  -         462.030 (meters)    1515.84  (feet)  COMP
 TE0357  MODELED GRAV-     980,794.4   (mgal)                       NAVD 88
 TE0357
 TE0357  VERT ORDER  -  SECOND    CLASS 0
 TE0357
 TE0357.The horizontal coordinates were scaled from a topographic map and have
 TE0357.an estimated accuracy of +/- 6 seconds.
 TE0357
 TE0357.The orthometric height was determined by differential leveling
 TE0357.and adjusted by the National Geodetic Survey in June 1991..
 TE0357
 TE0357.The geoid height was determined by GEOID03.
 TE0357
 TE0357.The dynamic height is computed by dividing the NAVD 88
 TE0357.geopotential number by the normal gravity value computed on the
 TE0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0357.degrees latitude (g = 980.6199 gals.).
 TE0357
 TE0357.The modeled gravity was interpolated from observed gravity values.
 TE0357
 TE0357;                    North         East    Units  Estimated Accuracy
 TE0357;SPC ND N     -   149,540.      757,200.      MT  (+/- 180 meters Scaled)
 TE0357
 TE0357                          SUPERSEDED SURVEY CONTROL
 TE0357
 TE0357  NGVD 29 (??/??/92)  461.59   (m)         1514.4    (f) COMPUTED    2 0
 TE0357
 TE0357.Superseded values are not recommended for survey control.
 TE0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0357.See file dsdata.txt to determine how the superseded data were derived.
 TE0357
 TE0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU459526(NAD 83)
 TE0357_MARKER: DB = BENCH MARK DISK
 TE0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0357_STAMPING: P 55 1934
 TE0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0357+STABILITY: SURFACE MOTION
 TE0357
 TE0357  HISTORY     - Date     Condition        Report By
 TE0357  HISTORY     - 1934     MONUMENTED       CGS
 TE0357  HISTORY     - 1963     MARK NOT FOUND   NGS
 TE0357
 TE0357                          STATION DESCRIPTION
 TE0357
 TE0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TE0357'1.4 MI N FROM LAWTON.
 TE0357'1.4 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION AT
 TE0357'LAWTON, RAMSEY COUNTY, 100 YARDS SOUTH OF MILEPOST 20, AT A ROAD
 TE0357'CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, 43.4 FEET WEST
 TE0357'OF THE WEST RAIL, AND 5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 TE0357'STANDARD DISK, STAMPED P 55 1934 AND SET IN THE TOP OF A CONCRETE POST
 TE0357'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0952 ***********************************************************************
 TE0952  DESIGNATION -  P 56
 TE0952  PID         -  TE0952
 TE0952  STATE/COUNTY-  ND/CAVALIER
 TE0952  USGS QUAD   -  CALVIN (1970)
 TE0952
 TE0952                         *CURRENT SURVEY CONTROL
 TE0952  ___________________________________________________________________
 TE0952* NAD 83(1986)-  48 45 41.     (N)    098 53 21.     (W)     SCALED    
 TE0952* NAVD 88     -       492.836  (meters)    1616.91   (feet)  ADJUSTED  
 TE0952  ___________________________________________________________________
 TE0952  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 TE0952  DYNAMIC HT  -         492.943 (meters)    1617.26  (feet)  COMP
 TE0952  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 TE0952
 TE0952  VERT ORDER  -  SECOND    CLASS 0
 TE0952
 TE0952.The horizontal coordinates were scaled from a topographic map and have
 TE0952.an estimated accuracy of +/- 6 seconds.
 TE0952
 TE0952.The orthometric height was determined by differential leveling
 TE0952.and adjusted by the National Geodetic Survey in June 1991..
 TE0952
 TE0952.The geoid height was determined by GEOID03.
 TE0952
 TE0952.The dynamic height is computed by dividing the NAVD 88
 TE0952.geopotential number by the normal gravity value computed on the
 TE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0952.degrees latitude (g = 980.6199 gals.).
 TE0952
 TE0952.The modeled gravity was interpolated from observed gravity values.
 TE0952
 TE0952;                    North         East    Units  Estimated Accuracy
 TE0952;SPC ND N     -   197,080.      718,420.      MT  (+/- 180 meters Scaled)
 TE0952
 TE0952                          SUPERSEDED SURVEY CONTROL
 TE0952
 TE0952  NGVD 29 (??/??/92)  492.423  (m)         1615.56   (f) ADJ UNCH    2 0
 TE0952
 TE0952.Superseded values are not recommended for survey control.
 TE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0952.See file dsdata.txt to determine how the superseded data were derived.
 TE0952
 TE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNV081009(NAD 83)
 TE0952_MARKER: DB = BENCH MARK DISK
 TE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0952_STAMPING: P 56 1934
 TE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0952+STABILITY: SURFACE MOTION
 TE0952
 TE0952  HISTORY     - Date     Condition        Report By
 TE0952  HISTORY     - 1934     MONUMENTED       CGS
 TE0952  HISTORY     - 1935     GOOD             NGS
 TE0952
 TE0952                          STATION DESCRIPTION
 TE0952
 TE0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 TE0952'0.7 MI SE FROM CLYDE.
 TE0952'0.7 MILE SOUTHEAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TE0952'AT CLYDE, CAVALIER COUNTY, 6 POLES SOUTHEAST OF MILEPOST 59, AT A
 TE0952'DIRT-ROAD CROSSING, 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 87
 TE0952'YARDS WEST OF THE CENTERLINE OF STATE HIGHWAY 20 AT A CURVE, AND 43.8
 TE0952'FEET SOUTHWEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED P 56 1934
 TE0952'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 TE0952'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0350 ***********************************************************************
 TD0350  DESIGNATION -  P 57
 TD0350  PID         -  TD0350
 TD0350  STATE/COUNTY-  ND/GRAND FORKS
 TD0350  USGS QUAD   -  MANVEL (1973)
 TD0350
 TD0350                         *CURRENT SURVEY CONTROL
 TD0350  ___________________________________________________________________
 TD0350* NAD 83(1986)-  48 06 14.     (N)    097 12 31.     (W)     SCALED    
 TD0350* NAVD 88     -       250.089  (meters)     820.50   (feet)  ADJUSTED  
 TD0350  ___________________________________________________________________
 TD0350  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 TD0350  DYNAMIC HT  -         250.138 (meters)     820.66  (feet)  COMP
 TD0350  MODELED GRAV-     980,800.4   (mgal)                       NAVD 88
 TD0350
 TD0350  VERT ORDER  -  SECOND    CLASS 0
 TD0350
 TD0350.The horizontal coordinates were scaled from a topographic map and have
 TD0350.an estimated accuracy of +/- 6 seconds.
 TD0350
 TD0350.The orthometric height was determined by differential leveling
 TD0350.and adjusted by the National Geodetic Survey in June 1991..
 TD0350
 TD0350.The geoid height was determined by GEOID03.
 TD0350
 TD0350.The dynamic height is computed by dividing the NAVD 88
 TD0350.geopotential number by the normal gravity value computed on the
 TD0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0350.degrees latitude (g = 980.6199 gals.).
 TD0350
 TD0350.The modeled gravity was interpolated from observed gravity values.
 TD0350
 TD0350;                    North         East    Units  Estimated Accuracy
 TD0350;SPC ND N     -   127,970.      845,040.      MT  (+/- 180 meters Scaled)
 TD0350
 TD0350                          SUPERSEDED SURVEY CONTROL
 TD0350
 TD0350  NGVD 29 (??/??/92)  249.76   (m)          819.4    (f) COMPUTED    2 0
 TD0350
 TD0350.Superseded values are not recommended for survey control.
 TD0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0350.See file dsdata.txt to determine how the superseded data were derived.
 TD0350
 TD0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU333293(NAD 83)
 TD0350_MARKER: DB = BENCH MARK DISK
 TD0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0350_STAMPING: P-57 -- 1934
 TD0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0350+STABILITY: SURFACE MOTION
 TD0350
 TD0350  HISTORY     - Date     Condition        Report By
 TD0350  HISTORY     - 1934     MONUMENTED       CGS
 TD0350
 TD0350                          STATION DESCRIPTION
 TD0350
 TD0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0350'2.6 MI N FROM MANVEL.
 TD0350'2.6 MILES NORTH OF THE G.N.R. STATION AT MANVEL.  1.6 MILES NORTH OF
 TD0350'TRESTLE OVER TURTLE CREEK.  53 FT. NORTH OF MILE POST 15-- 48 FT. WEST
 TD0350'OF CENTERLINE OF U.S. HY. 81.  33.6 FT. EAST OF EAST RAIL OF TRACK.
 TD0350'STANDARD TABLET SET IN TOP OF CONCRETE POST 5 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0284 ***********************************************************************
 TD0284  DESIGNATION -  P 58
 TD0284  PID         -  TD0284
 TD0284  STATE/COUNTY-  ND/PEMBINA
 TD0284  USGS QUAD   -  DRAYTON (1979)
 TD0284
 TD0284                         *CURRENT SURVEY CONTROL
 TD0284  ___________________________________________________________________
 TD0284* NAD 83(1986)-  48 33 11.     (N)    097 10 43.     (W)     SCALED    
 TD0284* NAVD 88     -       244.047  (meters)     800.68   (feet)  ADJUSTED  
 TD0284  ___________________________________________________________________
 TD0284  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 TD0284  DYNAMIC HT  -         244.109 (meters)     800.88  (feet)  COMP
 TD0284  MODELED GRAV-     980,857.2   (mgal)                       NAVD 88
 TD0284
 TD0284  VERT ORDER  -  SECOND    CLASS 0
 TD0284
 TD0284.The horizontal coordinates were scaled from a topographic map and have
 TD0284.an estimated accuracy of +/- 6 seconds.
 TD0284
 TD0284.The orthometric height was determined by differential leveling
 TD0284.and adjusted by the National Geodetic Survey in June 1991..
 TD0284
 TD0284.The geoid height was determined by GEOID03.
 TD0284
 TD0284.The dynamic height is computed by dividing the NAVD 88
 TD0284.geopotential number by the normal gravity value computed on the
 TD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0284.degrees latitude (g = 980.6199 gals.).
 TD0284
 TD0284.The modeled gravity was interpolated from observed gravity values.
 TD0284
 TD0284;                    North         East    Units  Estimated Accuracy
 TD0284;SPC ND N     -   177,960.      845,120.      MT  (+/- 180 meters Scaled)
 TD0284
 TD0284                          SUPERSEDED SURVEY CONTROL
 TD0284
 TD0284  NGVD 29 (??/??/92)  243.686  (m)          799.49   (f) ADJ UNCH    2 0
 TD0284
 TD0284.Superseded values are not recommended for survey control.
 TD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0284.See file dsdata.txt to determine how the superseded data were derived.
 TD0284
 TD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU344793(NAD 83)
 TD0284_MARKER: DB = BENCH MARK DISK
 TD0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0284_STAMPING: P-58--1934
 TD0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0284+STABILITY: SURFACE MOTION
 TD0284
 TD0284  HISTORY     - Date     Condition        Report By
 TD0284  HISTORY     - 1934     MONUMENTED       CGS
 TD0284  HISTORY     - 1970     MARK NOT FOUND   USGS
 TD0284
 TD0284                          STATION DESCRIPTION
 TD0284
 TD0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TD0284'0.6 MI S FROM DRAYTON.
 TD0284'0.6 OF MILE SOUTH OF THE N.P.R. STATION AT DRAYTON.  147 YDS. NORTH OF
 TD0284'SOUTH END OF PASSING TRACK AT DRAYTON.  125 YDS. SOUTH OF MILE POST
 TD0284'NO. 160.  46 FT. EAST OF EAST RAIL OF MAINLINE TRACK.  34.5 FT. EAST
 TD0284'OF EAST RAIL OF SIDE TRACK.  13.3 FT. SOUTH OF CORNER OF R/W FENCE.
 TD0284'1.5 FT. WEST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 TD0284'POST 6 IN. HIGH.  NOTE-- RD. CONSTRUCTION IN THE AREA.
 TD0284
 TD0284                          STATION RECOVERY (1970)
 TD0284
 TD0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 TD0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TD0374 ***********************************************************************
 TD0374  DESIGNATION -  P 59
 TD0374  PID         -  TD0374
 TD0374  STATE/COUNTY-  ND/WALSH
 TD0374  USGS QUAD   -  NASH (1963)
 TD0374
 TD0374                         *CURRENT SURVEY CONTROL
 TD0374  ___________________________________________________________________
 TD0374* NAD 83(1986)-  48 23 53.     (N)    097 37 21.     (W)     SCALED    
 TD0374* NAVD 88     -       273.844  (meters)     898.44   (feet)  ADJUSTED  
 TD0374  ___________________________________________________________________
 TD0374  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 TD0374  DYNAMIC HT  -         273.910 (meters)     898.65  (feet)  COMP
 TD0374  MODELED GRAV-     980,842.6   (mgal)                       NAVD 88
 TD0374
 TD0374  VERT ORDER  -  SECOND    CLASS 0
 TD0374
 TD0374.The horizontal coordinates were scaled from a topographic map and have
 TD0374.an estimated accuracy of +/- 6 seconds.
 TD0374
 TD0374.The orthometric height was determined by differential leveling
 TD0374.and adjusted by the National Geodetic Survey in June 1991..
 TD0374
 TD0374.The geoid height was determined by GEOID03.
 TD0374
 TD0374.The dynamic height is computed by dividing the NAVD 88
 TD0374.geopotential number by the normal gravity value computed on the
 TD0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0374.degrees latitude (g = 980.6199 gals.).
 TD0374
 TD0374.The modeled gravity was interpolated from observed gravity values.
 TD0374
 TD0374;                    North         East    Units  Estimated Accuracy
 TD0374;SPC ND N     -   159,420.      813,020.      MT  (+/- 180 meters Scaled)
 TD0374
 TD0374                          SUPERSEDED SURVEY CONTROL
 TD0374
 TD0374  NGVD 29 (??/??/92)  273.516  (m)          897.36   (f) ADJ UNCH    2 0
 TD0374
 TD0374.Superseded values are not recommended for survey control.
 TD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0374.See file dsdata.txt to determine how the superseded data were derived.
 TD0374
 TD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU019614(NAD 83)
 TD0374_MARKER: DB = BENCH MARK DISK
 TD0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0374_STAMPING: P 59 1934
 TD0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0374+STABILITY: SURFACE MOTION
 TD0374
 TD0374  HISTORY     - Date     Condition        Report By
 TD0374  HISTORY     - 1934     MONUMENTED       CGS
 TD0374  HISTORY     - 1964     GOOD             NGS
 TD0374
 TD0374                          STATION DESCRIPTION
 TD0374
 TD0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TD0374'5.6 MI E FROM PARK RIVER.
 TD0374'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 17 FROM THE CROSSING OF THE
 TD0374'GREAT NORTHERN RAILWAY AT PARK RIVER, THENCE 0.1 MILE SOUTH ALONG
 TD0374'STATE HIGHWAY 18, IN S 28, R 54 W, T 157 N, 94 FEET SOUTHEAST OF THE
 TD0374'CENTER OF THE JUNCTION OF A GRADED DIRT ROAD LEADING EAST, 63 FEET
 TD0374'EAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER
 TD0374'LINE OF THE ROAD, 14 FEET SOUTH OF THE SOUTH END OF A PIPE CULVERT
 TD0374'UNDER THE ROAD LEADING EAST, 1.7 FEET WEST OF A METAL WITNESS POST,
 TD0374'ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 TD0374'CONCRETE POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0455 ***********************************************************************
 TG0455  DESIGNATION -  P 6
 TG0455  PID         -  TG0455
 TG0455  STATE/COUNTY-  ND/MOUNTRAIL
 TG0455  USGS QUAD   -  STANLEY SE (1981)
 TG0455
 TG0455                         *CURRENT SURVEY CONTROL
 TG0455  ___________________________________________________________________
 TG0455* NAD 83(1986)-  48 19 19.     (N)    102 20 21.     (W)     SCALED    
 TG0455* NAVD 88     -       672.281  (meters)    2205.64   (feet)  ADJUSTED  
 TG0455  ___________________________________________________________________
 TG0455  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 TG0455  DYNAMIC HT  -         672.386 (meters)    2205.99  (feet)  COMP
 TG0455  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 TG0455
 TG0455  VERT ORDER  -  FIRST     CLASS II
 TG0455
 TG0455.The horizontal coordinates were scaled from a topographic map and have
 TG0455.an estimated accuracy of +/- 6 seconds.
 TG0455
 TG0455.The orthometric height was determined by differential leveling
 TG0455.and adjusted by the National Geodetic Survey in June 1991..
 TG0455.WARNING-Repeat measurements at this control monument indicate possible
 TG0455.vertical movement.
 TG0455
 TG0455.The geoid height was determined by GEOID03.
 TG0455
 TG0455.The dynamic height is computed by dividing the NAVD 88
 TG0455.geopotential number by the normal gravity value computed on the
 TG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0455.degrees latitude (g = 980.6199 gals.).
 TG0455
 TG0455.The modeled gravity was interpolated from observed gravity values.
 TG0455
 TG0455;                    North         East    Units  Estimated Accuracy
 TG0455;SPC ND N     -   148,610.      463,630.      MT  (+/- 180 meters Scaled)
 TG0455
 TG0455                          SUPERSEDED SURVEY CONTROL
 TG0455
 TG0455  NGVD 29 (??/??/92)  671.820  (m)         2204.13   (f) ADJ UNCH    1 2
 TG0455
 TG0455.Superseded values are not recommended for survey control.
 TG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0455.See file dsdata.txt to determine how the superseded data were derived.
 TG0455
 TG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP972555(NAD 83)
 TG0455_MARKER: DB = BENCH MARK DISK
 TG0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0455_STAMPING: ELEV 2204.129 FT P 6
 TG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0455+STABILITY: SURFACE MOTION
 TG0455
 TG0455  HISTORY     - Date     Condition        Report By
 TG0455  HISTORY     - UNK      MONUMENTED       CGS
 TG0455  HISTORY     - 1963     GOOD             NGS
 TG0455  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG0455
 TG0455                          STATION DESCRIPTION
 TG0455
 TG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0455'2.5 MI E FROM STANLEY.
 TG0455'ABOUT 2.5 MILES EAST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 TG0455'AT STANLEY, ABOUT 0.35 MILE WEST OF A GRAVELED ROAD CROSSING, ABOUT
 TG0455'0.2 MILE EAST OF MILEPOST 52, 162 FEET SOUTHEAST ACROSS THE TRACK FROM
 TG0455'THE 6TH TELEGRAPH POLE EAST OF THE MILEPOST, 72.6 FEET SOUTH OF THE
 TG0455'SOUTH RAIL, 62.0 FEET EAST OF A TELEPHONE POLE NUMBERED 3, 0.5 FOOT
 TG0455'NORTH OF A RIGHT-OF-WAY FENCE, 1.3 FEET EAST OF A METAL WITNESS POST,
 TG0455'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 TG0455'CONCRETE POST PROJECTING 5 INCHES, S 23, R 91 W, T 156 N.
 TG0455
 TG0455                          STATION RECOVERY (1981)
 TG0455
 TG0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE0076 ***********************************************************************
 TE0076  DESIGNATION -  P 60
 TE0076  PID         -  TE0076
 TE0076  STATE/COUNTY-  ND/CAVALIER
 TE0076  USGS QUAD   -  NEKOMA NW (1972)
 TE0076
 TE0076                         *CURRENT SURVEY CONTROL
 TE0076  ___________________________________________________________________
 TE0076* NAD 83(1986)-  48 37 49.     (N)    098 24 18.     (W)     SCALED    
 TE0076* NAVD 88     -       492.887  (meters)    1617.08   (feet)  ADJUSTED  
 TE0076  ___________________________________________________________________
 TE0076  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 TE0076  DYNAMIC HT  -         492.989 (meters)    1617.41  (feet)  COMP
 TE0076  MODELED GRAV-     980,802.2   (mgal)                       NAVD 88
 TE0076
 TE0076  VERT ORDER  -  SECOND    CLASS 0
 TE0076
 TE0076.The horizontal coordinates were scaled from a topographic map and have
 TE0076.an estimated accuracy of +/- 6 seconds.
 TE0076
 TE0076.The orthometric height was determined by differential leveling
 TE0076.and adjusted by the National Geodetic Survey in June 1991..
 TE0076
 TE0076.The geoid height was determined by GEOID03.
 TE0076
 TE0076.The dynamic height is computed by dividing the NAVD 88
 TE0076.geopotential number by the normal gravity value computed on the
 TE0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE0076.degrees latitude (g = 980.6199 gals.).
 TE0076
 TE0076.The modeled gravity was interpolated from observed gravity values.
 TE0076
 TE0076;                    North         East    Units  Estimated Accuracy
 TE0076;SPC ND N     -   183,360.      754,400.      MT  (+/- 180 meters Scaled)
 TE0076
 TE0076                          SUPERSEDED SURVEY CONTROL
 TE0076
 TE0076  NGVD 29 (??/??/92)  492.53   (m)         1615.9    (f) COMPUTED    2 0
 TE0076
 TE0076.Superseded values are not recommended for survey control.
 TE0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE0076.See file dsdata.txt to determine how the superseded data were derived.
 TE0076
 TE0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UNU438865(NAD 83)
 TE0076_MARKER: DB = BENCH MARK DISK
 TE0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE0076_STAMPING: P 60 1934
 TE0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE0076+STABILITY: SURFACE MOTION
 TE0076
 TE0076  HISTORY     - Date     Condition        Report By
 TE0076  HISTORY     - 1934     MONUMENTED       CGS
 TE0076  HISTORY     - 1964     MARK NOT FOUND   NGS
 TE0076  HISTORY     - 1968     MARK NOT FOUND   NGS
 TE0076
 TE0076                          STATION DESCRIPTION
 TE0076
 TE0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TE0076'6.0 MI E FROM LOMA.
 TE0076'6 MILES EAST ALONG STATE HIGHWAY 29 FROM THE SOO LINE RAILROAD STATION
 TE0076'AT LOMA, CAVALIER COUNTY, 33 FEET EAST OF THE CENTERLINE OF A
 TE0076'SECTION-LINE ROAD, AND 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TE0076'A STANDARD DISK, STAMPED P 60 1934 AND SET IN THE TOP OF A CONCRETE
 TE0076'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THERE HAS BEEN ROAD
 TE0076'CONSTRUCTION IN AREA.
 TE0076
 TE0076                          STATION RECOVERY (1968)
 TE0076
 TE0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TE0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1127 ***********************************************************************
 TE1127  DESIGNATION -  P 61
 TE1127  PID         -  TE1127
 TE1127  STATE/COUNTY-  ND/TOWNER
 TE1127  USGS QUAD   -  SNYDER LAKE (1962)
 TE1127
 TE1127                         *CURRENT SURVEY CONTROL
 TE1127  ___________________________________________________________________
 TE1127* NAD 83(1996)-  48 37 48.82847(N)    099 13 56.41696(W)     ADJUSTED  
 TE1127* NAVD 88     -       465.621  (meters)    1527.62   (feet)  ADJUSTED  
 TE1127  ___________________________________________________________________
 TE1127  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 TE1127  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 TE1127  DYNAMIC HT  -         465.724 (meters)    1527.96  (feet)  COMP
 TE1127  MODELED GRAV-     980,816.6   (mgal)                       NAVD 88
 TE1127
 TE1127  HORZ ORDER  -  SECOND
 TE1127  VERT ORDER  -  SECOND    CLASS 0
 TE1127
 TE1127.The horizontal coordinates were established by classical geodetic methods
 TE1127.and adjusted by the National Geodetic Survey in January 1998..
 TE1127
 TE1127.The orthometric height was determined by differential leveling
 TE1127.and adjusted by the National Geodetic Survey in June 1991..
 TE1127
 TE1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 TE1127
 TE1127.The geoid height was determined by GEOID03.
 TE1127
 TE1127.The dynamic height is computed by dividing the NAVD 88
 TE1127.geopotential number by the normal gravity value computed on the
 TE1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1127.degrees latitude (g = 980.6199 gals.).
 TE1127
 TE1127.The modeled gravity was interpolated from observed gravity values.
 TE1127
 TE1127;                    North         East     Units Scale Factor Converg.
 TE1127;SPC ND N     -   182,025.544   693,435.816   MT  0.99998119   +0 56 35.9
 TE1127;SPC ND N     -   597,196.67  2,275,051.89   iFT  0.99998119   +0 56 35.9
 TE1127;UTM  14      - 5,386,377.593   482,880.773   MT  0.99960360   -0 10 27.7
 TE1127
 TE1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TE1127!SPC ND N     -   0.99993065  x   0.99998119  =   0.99991184
 TE1127!UTM  14      -   0.99993065  x   0.99960360  =   0.99953428
 TE1127
 TE1127                          SUPERSEDED SURVEY CONTROL
 TE1127
 TE1127  NAD 83(1986)-  48 37 48.82782(N)    099 13 56.40542(W) AD(       ) 2
 TE1127  NAD 27      -  48 37 48.81277(N)    099 13 54.90563(W) AD(       ) 2
 TE1127  NGVD 29 (??/??/92)  465.263  (m)         1526.45   (f) ADJ UNCH    2 0
 TE1127
 TE1127.Superseded values are not recommended for survey control.
 TE1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1127.See file dsdata.txt to determine how the superseded data were derived.
 TE1127
 TE1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU8288186378(NAD 83)
 TE1127_MARKER: DB = BENCH MARK DISK
 TE1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1127_STAMPING: P 61 1934
 TE1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1127+STABILITY: SURFACE MOTION
 TE1127
 TE1127  HISTORY     - Date     Condition        Report By
 TE1127  HISTORY     - 1934     MONUMENTED       CGS
 TE1127  HISTORY     - 1968     GOOD             USGS
 TE1127
 TE1127                          STATION DESCRIPTION
 TE1127
 TE1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1127'6.1 MI W FROM EGELAND.
 TE1127'6.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 TE1127'RAILWAY (NOW THE SOO LINE RAILROAD) FROM THE STATION AT EGELAND,
 TE1127'TOWNER COUNTY, 335 YARDS EAST OF THE STATION SIGN AT ARNDT, AT A
 TE1127'SECTION-LINE ROAD CROSSING, 99-1/2 FEET WEST OF THE CENTERLINE OF THE
 TE1127'ROAD, 95.3 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 72.6 FEET
 TE1127'WEST OF A RIGHT-OF-WAY FENCE CORNER, AND 1.5 FEET SOUTH OF THE
 TE1127'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 61 1934 AND SET IN THE
 TE1127'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 TE1127
 TE1127                          STATION RECOVERY (1968)
 TE1127
 TE1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TE1127'STATION IS LOCATED 6.1 MILES W ALONG THE SOO LINE RR FROM THE STATION
 TE1127'AT EGELAND, 335 YARDS E OF THE STATION SIGN AT ARNDT, AT A SECTION
 TE1127'LINE ROAD CROSSING, 99.5 FEET W OF THE CENTER LINE OF THE ROAD,
 TE1127'95.3 FEET N OF THE N RAIL OF THE MAIN TRACK, 72.6 FEET W OF A
 TE1127'R-O-W FENCE CORNER, AND 1.5 FEET S OF THE R-O-W FENCE.  THE MARK
 TE1127'IS NGS BENCH MARK DISK STAMPED P 61 1934, SET IN TOP OF A
 TE1127'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0206 ***********************************************************************
 TF0206  DESIGNATION -  P 64
 TF0206  PID         -  TF0206
 TF0206  STATE/COUNTY-  ND/PIERCE
 TF0206  USGS QUAD   -  BALTA (1980)
 TF0206
 TF0206                         *CURRENT SURVEY CONTROL
 TF0206  ___________________________________________________________________
 TF0206* NAD 83(1986)-  48 08 03.     (N)    100 06 22.     (W)     SCALED    
 TF0206* NAVD 88     -       464.253  (meters)    1523.14   (feet)  ADJUSTED  
 TF0206  ___________________________________________________________________
 TF0206  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 TF0206  DYNAMIC HT  -         464.334 (meters)    1523.40  (feet)  COMP
 TF0206  MODELED GRAV-     980,771.4   (mgal)                       NAVD 88
 TF0206
 TF0206  VERT ORDER  -  SECOND    CLASS 0
 TF0206
 TF0206.The horizontal coordinates were scaled from a topographic map and have
 TF0206.an estimated accuracy of +/- 6 seconds.
 TF0206
 TF0206.The orthometric height was determined by differential leveling
 TF0206.and adjusted by the National Geodetic Survey in June 1991..
 TF0206
 TF0206.The geoid height was determined by GEOID03.
 TF0206
 TF0206.The dynamic height is computed by dividing the NAVD 88
 TF0206.geopotential number by the normal gravity value computed on the
 TF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0206.degrees latitude (g = 980.6199 gals.).
 TF0206
 TF0206.The modeled gravity was interpolated from observed gravity values.
 TF0206
 TF0206;                    North         East    Units  Estimated Accuracy
 TF0206;SPC ND N     -   126,170.      629,320.      MT  (+/- 180 meters Scaled)
 TF0206
 TF0206                          SUPERSEDED SURVEY CONTROL
 TF0206
 TF0206  NGVD 29 (??/??/92)  463.897  (m)         1521.97   (f) ADJ UNCH    2 0
 TF0206
 TF0206.Superseded values are not recommended for survey control.
 TF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0206.See file dsdata.txt to determine how the superseded data were derived.
 TF0206
 TF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU177318(NAD 83)
 TF0206_MARKER: DB = BENCH MARK DISK
 TF0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0206_STAMPING: P 64 1934
 TF0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0206+STABILITY: SURFACE MOTION
 TF0206
 TF0206  HISTORY     - Date     Condition        Report By
 TF0206  HISTORY     - 1934     MONUMENTED       CGS
 TF0206
 TF0206                          STATION DESCRIPTION
 TF0206
 TF0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TF0206'4.0 MI SW FROM BALTA.
 TF0206'4 MILES SOUTHWEST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 TF0206'BALTA, PIERCE COUNTY, 49 FEET SOUTHEAST OF THE CENTER OF A DIRTROAD
 TF0206'CROSSING, 16 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND 1 FOOT
 TF0206'NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED P 64 1934 AND SET IN
 TF0206'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0228 ***********************************************************************
 SN0228  DESIGNATION -  P 65
 SN0228  PID         -  SN0228
 SN0228  STATE/COUNTY-  ND/MCLEAN
 SN0228  USGS QUAD   -  RUSO (1981)
 SN0228
 SN0228                         *CURRENT SURVEY CONTROL
 SN0228  ___________________________________________________________________
 SN0228* NAD 83(1986)-  47 50 50.     (N)    100 57 58.     (W)     SCALED    
 SN0228* NAVD 88     -       636.407  (meters)    2087.95   (feet)  ADJUSTED  
 SN0228  ___________________________________________________________________
 SN0228  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 SN0228  DYNAMIC HT  -         636.470 (meters)    2088.15  (feet)  COMP
 SN0228  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 SN0228
 SN0228  VERT ORDER  -  SECOND    CLASS 0
 SN0228
 SN0228.The horizontal coordinates were scaled from a topographic map and have
 SN0228.an estimated accuracy of +/- 6 seconds.
 SN0228
 SN0228.The orthometric height was determined by differential leveling
 SN0228.and adjusted by the National Geodetic Survey in June 1991..
 SN0228
 SN0228.The geoid height was determined by GEOID03.
 SN0228
 SN0228.The dynamic height is computed by dividing the NAVD 88
 SN0228.geopotential number by the normal gravity value computed on the
 SN0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0228.degrees latitude (g = 980.6199 gals.).
 SN0228
 SN0228.The modeled gravity was interpolated from observed gravity values.
 SN0228
 SN0228;                    North         East    Units  Estimated Accuracy
 SN0228;SPC ND N     -    94,300.      565,120.      MT  (+/- 180 meters Scaled)
 SN0228
 SN0228                          SUPERSEDED SURVEY CONTROL
 SN0228
 SN0228  NGVD 29 (??/??/92)  636.008  (m)         2086.64   (f) ADJ UNCH    2 0
 SN0228
 SN0228.Superseded values are not recommended for survey control.
 SN0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0228.See file dsdata.txt to determine how the superseded data were derived.
 SN0228
 SN0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU529011(NAD 83)
 SN0228_MARKER: DB = BENCH MARK DISK
 SN0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0228_STAMPING: P 65 1934
 SN0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0228+STABILITY: SURFACE MOTION
 SN0228
 SN0228  HISTORY     - Date     Condition        Report By
 SN0228  HISTORY     - 1934     MONUMENTED       CGS
 SN0228  HISTORY     - 1962     GOOD             NGS
 SN0228
 SN0228                          STATION DESCRIPTION
 SN0228
 SN0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN0228'1.6 MI W FROM RUSO.
 SN0228'ABOUT 1.6 MILE WEST ALONG THE MINNEAPOLIS ST PAUL AND SAUL STE MARIE
 SN0228'RAILROAD FROM THE STATION AT RUSO, ABOUT 0.4 MILE WEST OF MILEPOLE
 SN0228'450, ON THE OUTSIDE AND NEAR SOUTHEAST END OF A CURVE NEAR THE
 SN0228'SOUTHEAST END OF THE CURVE, AT THE NORTHWEST END OF A LOW FILL THAT
 SN0228'FORMS A POND ON BOTH SIDES OF THE TRACK, 36.8 FEET NORTHEAST OF THE
 SN0228'NORTHEAST RAIL, 5.5 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 SN0228'THE TRACK, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 SN0228'NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILROAD IS NOW
 SN0228'THE SOO LINE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1113 ***********************************************************************
 TE1113  DESIGNATION -  P 66
 TE1113  PID         -  TE1113
 TE1113  STATE/COUNTY-  ND/TOWNER
 TE1113  USGS QUAD   -  BISBEE NORTH (1971)
 TE1113
 TE1113                         *CURRENT SURVEY CONTROL
 TE1113  ___________________________________________________________________
 TE1113* NAD 83(1986)-  48 37 57.     (N)    099 22 49.     (W)     SCALED    
 TE1113* NAVD 88     -       488.073  (meters)    1601.29   (feet)  ADJUSTED  
 TE1113  ___________________________________________________________________
 TE1113  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 TE1113  DYNAMIC HT  -         488.182 (meters)    1601.64  (feet)  COMP
 TE1113  MODELED GRAV-     980,816.5   (mgal)                       NAVD 88
 TE1113
 TE1113  VERT ORDER  -  SECOND    CLASS 0
 TE1113
 TE1113.The horizontal coordinates were scaled from a topographic map and have
 TE1113.an estimated accuracy of +/- 6 seconds.
 TE1113
 TE1113.The orthometric height was determined by differential leveling
 TE1113.and adjusted by the National Geodetic Survey in June 1991..
 TE1113
 TE1113.The geoid height was determined by GEOID03.
 TE1113
 TE1113.The dynamic height is computed by dividing the NAVD 88
 TE1113.geopotential number by the normal gravity value computed on the
 TE1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1113.degrees latitude (g = 980.6199 gals.).
 TE1113
 TE1113.The modeled gravity was interpolated from observed gravity values.
 TE1113
 TE1113;                    North         East    Units  Estimated Accuracy
 TE1113;SPC ND N     -   182,110.      682,530.      MT  (+/- 180 meters Scaled)
 TE1113
 TE1113                          SUPERSEDED SURVEY CONTROL
 TE1113
 TE1113  NGVD 29 (??/??/92)  487.709  (m)         1600.09   (f) ADJ UNCH    2 0
 TE1113
 TE1113.Superseded values are not recommended for survey control.
 TE1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1113.See file dsdata.txt to determine how the superseded data were derived.
 TE1113
 TE1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU719866(NAD 83)
 TE1113_MARKER: DB = BENCH MARK DISK
 TE1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1113_STAMPING: P 66 1934
 TE1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1113+STABILITY: SURFACE MOTION
 TE1113
 TE1113  HISTORY     - Date     Condition        Report By
 TE1113  HISTORY     - 1934     MONUMENTED       CGS
 TE1113  HISTORY     - 1934     GOOD             NGS
 TE1113  HISTORY     - 1969     MARK NOT FOUND   USGS
 TE1113
 TE1113                          STATION DESCRIPTION
 TE1113
 TE1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 TE1113'0.7 MI NW FROM BISBEE.
 TE1113'0.7 MILE NORTHWEST ALONG THE GREAT NORTHERN RAILWAY FROM THE CROSSING
 TE1113'OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY (NOW THE SOO
 TE1113'LINE RAILROAD) AT BISBEE, TOWNER COUNTY, 96 YARDS EAST OF THE CENTER
 TE1113'OF THE CROSSING OF STATE HIGHWAY 29, 44 FEET SOUTHEAST OF THE
 TE1113'CENTERLINE OF THE HIGHWAY, AND 12 FEET NORTHEAST AND 2.2 FEET
 TE1113'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 66
 TE1113'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 TE1113'GROUND.
 TE1113
 TE1113                          STATION RECOVERY (1969)
 TE1113
 TE1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 TE1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TF0001 ***********************************************************************
 TF0001  DESIGNATION -  P 67
 TF0001  PID         -  TF0001
 TF0001  STATE/COUNTY-  ND/BOTTINEAU
 TF0001  USGS QUAD   -  BOTTINEAU (1981)
 TF0001
 TF0001                         *CURRENT SURVEY CONTROL
 TF0001  ___________________________________________________________________
 TF0001* NAD 83(1986)-  48 51 34.     (N)    100 29 26.     (W)     SCALED    
 TF0001* NAVD 88     -       505.060  (meters)    1657.02   (feet)  ADJUSTED  
 TF0001  ___________________________________________________________________
 TF0001  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 TF0001  DYNAMIC HT  -         505.178 (meters)    1657.40  (feet)  COMP
 TF0001  MODELED GRAV-     980,828.1   (mgal)                       NAVD 88
 TF0001
 TF0001  VERT ORDER  -  SECOND    CLASS 0
 TF0001
 TF0001.The horizontal coordinates were scaled from a topographic map and have
 TF0001.an estimated accuracy of +/- 6 seconds.
 TF0001
 TF0001.The orthometric height was determined by differential leveling
 TF0001.and adjusted by the National Geodetic Survey in June 1991..
 TF0001
 TF0001.The geoid height was determined by GEOID03.
 TF0001
 TF0001.The dynamic height is computed by dividing the NAVD 88
 TF0001.geopotential number by the normal gravity value computed on the
 TF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TF0001.degrees latitude (g = 980.6199 gals.).
 TF0001
 TF0001.The modeled gravity was interpolated from observed gravity values.
 TF0001
 TF0001;                    North         East    Units  Estimated Accuracy
 TF0001;SPC ND N     -   206,750.      600,690.      MT  (+/- 180 meters Scaled)
 TF0001
 TF0001                          SUPERSEDED SURVEY CONTROL
 TF0001
 TF0001  NGVD 29 (??/??/92)  504.654  (m)         1655.69   (f) ADJ UNCH    2 0
 TF0001
 TF0001.Superseded values are not recommended for survey control.
 TF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TF0001.See file dsdata.txt to determine how the superseded data were derived.
 TF0001
 TF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14ULV906129(NAD 83)
 TF0001_MARKER: DB = BENCH MARK DISK
 TF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TF0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TF0001_STAMPING: P 67 1934
 TF0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TF0001+STABILITY: SURFACE MOTION
 TF0001
 TF0001  HISTORY     - Date     Condition        Report By
 TF0001  HISTORY     - 1934     MONUMENTED       CGS
 TF0001  HISTORY     - 1940     GOOD             NGS
 TF0001  HISTORY     - 1970     GOOD             NDSU
 TF0001  HISTORY     - 1983     GOOD             LOCSUR
 TF0001
 TF0001                          STATION DESCRIPTION
 TF0001
 TF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TF0001'3.1 MI N FROM BOTTINEAU.
 TF0001'3.1 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM BOTTINEAU,
 TF0001'BOTTINEAU COUNTY, 87 YARDS NORTHWEST OF MILEPOST 41, 110 YARDS
 TF0001'NORTHWEST OF A TRESTLE, 47.4 FEET SOUTHWEST OF THE WEST RAIL, 27.2
 TF0001'FEET NORTHEAST OF THE CENTERLINE OF A SECTION-LINE ROAD PARALLELING
 TF0001'THE TRACK, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A
 TF0001'STANDARD DISK, STAMPED P 67 1934 AND SET IN THE TOP OF A CONCRETE POST
 TF0001'PROJECTING 4 INCHES ABOVE GROUND.
 TF0001
 TF0001                          STATION RECOVERY (1970)
 TF0001
 TF0001'RECOVERY NOTE BY NORTH DAKOTA STATE UNIVERSITY 1970
 TF0001'RECOVERED IN GOOD CONDITION.
 TF0001
 TF0001                          STATION RECOVERY (1983)
 TF0001
 TF0001'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 TF0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1156 ***********************************************************************
 TG1156  DESIGNATION -  P 7
 TG1156  PID         -  TG1156
 TG1156  STATE/COUNTY-  ND/WILLIAMS
 TG1156  USGS QUAD   -  EPPING (1978)
 TG1156
 TG1156                         *CURRENT SURVEY CONTROL
 TG1156  ___________________________________________________________________
 TG1156* NAD 83(1986)-  48 16 46.     (N)    103 21 27.     (W)     SCALED    
 TG1156* NAVD 88     -       676.568  (meters)    2219.71   (feet)  ADJUSTED  
 TG1156  ___________________________________________________________________
 TG1156  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 TG1156  DYNAMIC HT  -         676.660 (meters)    2220.01  (feet)  COMP
 TG1156  MODELED GRAV-     980,725.0   (mgal)                       NAVD 88
 TG1156
 TG1156  VERT ORDER  -  FIRST     CLASS II
 TG1156
 TG1156.The horizontal coordinates were scaled from a topographic map and have
 TG1156.an estimated accuracy of +/- 6 seconds.
 TG1156
 TG1156.The orthometric height was determined by differential leveling
 TG1156.and adjusted by the National Geodetic Survey in June 1991..
 TG1156.WARNING-Repeat measurements at this control monument indicate possible
 TG1156.vertical movement.
 TG1156
 TG1156.The geoid height was determined by GEOID03.
 TG1156
 TG1156.The dynamic height is computed by dividing the NAVD 88
 TG1156.geopotential number by the normal gravity value computed on the
 TG1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1156.degrees latitude (g = 980.6199 gals.).
 TG1156
 TG1156.The modeled gravity was interpolated from observed gravity values.
 TG1156
 TG1156;                    North         East    Units  Estimated Accuracy
 TG1156;SPC ND N     -   146,190.      387,970.      MT  (+/- 180 meters Scaled)
 TG1156
 TG1156                          SUPERSEDED SURVEY CONTROL
 TG1156
 TG1156  NGVD 29 (??/??/92)  676.08   (m)         2218.1    (f) COMPUTED    1 2
 TG1156
 TG1156.Superseded values are not recommended for survey control.
 TG1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1156.See file dsdata.txt to determine how the superseded data were derived.
 TG1156
 TG1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP218486(NAD 83)
 TG1156_MARKER: P = PIPE CAP
 TG1156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TG1156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TG1156_STAMPING: 2218.080 P 7
 TG1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TG1156
 TG1156  HISTORY     - Date     Condition        Report By
 TG1156  HISTORY     - UNK      MONUMENTED       USGS
 TG1156  HISTORY     - 1914     GOOD             NGS
 TG1156  HISTORY     - 1981     MARK NOT FOUND   NGS
 TG1156
 TG1156                          STATION DESCRIPTION
 TG1156
 TG1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1914
 TG1156'IN EPPING.
 TG1156'AT EPPING, WILLIAMS COUNTY, ON THE WEST SIDE OF THE MAIN STREET,
 TG1156'BETWEEN A BARBER SHOP AND SWENSONS STORE, AND FLUSH WITH THE FACE OF
 TG1156'THE BUILDINGS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 TG1156'STAMPED 2218.080 P 7 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 TG1156'PROJECTING 14 INCHES ABOVE GROUND.
 TG1156
 TG1156                          STATION RECOVERY (1981)
 TG1156
 TG1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TG1156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0873 ***********************************************************************
 SM0873  DESIGNATION -  P 70
 SM0873  PID         -  SM0873
 SM0873  STATE/COUNTY-  ND/KIDDER
 SM0873  USGS QUAD   -  SENIOR LAKE (1978)
 SM0873
 SM0873                         *CURRENT SURVEY CONTROL
 SM0873  ___________________________________________________________________
 SM0873* NAD 83(1986)-  47 15 09.     (N)    099 58 09.     (W)     SCALED    
 SM0873* NAVD 88     -       610.091  (meters)    2001.61   (feet)  ADJUSTED  
 SM0873  ___________________________________________________________________
 SM0873  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 SM0873  DYNAMIC HT  -         610.124 (meters)    2001.72  (feet)  COMP
 SM0873  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 SM0873
 SM0873  VERT ORDER  -  SECOND    CLASS 0
 SM0873
 SM0873.The horizontal coordinates were scaled from a topographic map and have
 SM0873.an estimated accuracy of +/- 6 seconds.
 SM0873
 SM0873.The orthometric height was determined by differential leveling
 SM0873.and adjusted by the National Geodetic Survey in June 1991..
 SM0873
 SM0873.The geoid height was determined by GEOID03.
 SM0873
 SM0873.The dynamic height is computed by dividing the NAVD 88
 SM0873.geopotential number by the normal gravity value computed on the
 SM0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0873.degrees latitude (g = 980.6199 gals.).
 SM0873
 SM0873.The modeled gravity was interpolated from observed gravity values.
 SM0873
 SM0873;                    North         East    Units  Estimated Accuracy
 SM0873;SPC ND S     -   176,420.      640,180.      MT  (+/- 180 meters Scaled)
 SM0873
 SM0873                          SUPERSEDED SURVEY CONTROL
 SM0873
 SM0873  NGVD 29 (??/??/92)  609.67   (m)         2000.2    (f) COMPUTED    2 0
 SM0873
 SM0873.Superseded values are not recommended for survey control.
 SM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0873.See file dsdata.txt to determine how the superseded data were derived.
 SM0873
 SM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT266336(NAD 83)
 SM0873_MARKER: DB = BENCH MARK DISK
 SM0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0873_STAMPING: P-70 1934
 SM0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0873+STABILITY: SURFACE MOTION
 SM0873
 SM0873  HISTORY     - Date     Condition        Report By
 SM0873  HISTORY     - 1934     MONUMENTED       CGS
 SM0873  HISTORY     - 1940     GOOD             NGS
 SM0873
 SM0873                          STATION DESCRIPTION
 SM0873
 SM0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SM0873'8.9 MI N FROM TUTTLE.
 SM0873'ABOUT 8.9 MILES NORTH OF THE NORTHERN PACIFIC RAILWAY STATION AT
 SM0873'TUTTLE, ALONG STATE HIGHWAY 3,32 FEET EAST OF THE CENTER LINE OF THE
 SM0873'HIGHWAY, 20 FEET SOUTH OF A PASTURE FENCE, 1.9 FEET NORTH OF A WHITE
 SM0873'WOODEN POST STENCILED U.S.B.M.  A STANDARD DISK SET IN THE TOP OF A
 SM0873'CONCRETE POST PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, AND STAMPED
 SM0873'P-70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0874 ***********************************************************************
 SM0874  DESIGNATION -  P 70 RESET
 SM0874  PID         -  SM0874
 SM0874  STATE/COUNTY-  ND/KIDDER
 SM0874  USGS QUAD   -  SENIOR LAKE (1978)
 SM0874
 SM0874                         *CURRENT SURVEY CONTROL
 SM0874  ___________________________________________________________________
 SM0874* NAD 83(1986)-  47 15 09.     (N)    099 58 09.     (W)     SCALED    
 SM0874* NAVD 88     -       608.39   (+/-2cm)    1996.0    (feet)  VERTCON   
 SM0874  ___________________________________________________________________
 SM0874  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 SM0874
 SM0874  VERT ORDER  -  THIRD (See Below)
 SM0874
 SM0874.The horizontal coordinates were scaled from a topographic map and have
 SM0874.an estimated accuracy of +/- 6 seconds.
 SM0874
 SM0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0874.The vertical order pertains to the NGVD 29 superseded value.
 SM0874
 SM0874.The geoid height was determined by GEOID03.
 SM0874
 SM0874;                    North         East    Units  Estimated Accuracy
 SM0874;SPC ND S     -   176,420.      640,180.      MT  (+/- 180 meters Scaled)
 SM0874
 SM0874                          SUPERSEDED SURVEY CONTROL
 SM0874
 SM0874  NGVD 29 (??/??/??)  607.96   (m)         1994.6    (f) RESET       3  
 SM0874
 SM0874.Superseded values are not recommended for survey control.
 SM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0874.See file dsdata.txt to determine how the superseded data were derived.
 SM0874
 SM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT266336(NAD 83)
 SM0874_MARKER: DB = BENCH MARK DISK
 SM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0874_STAMPING: P 70 RESET 1956
 SM0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0874+STABILITY: SURFACE MOTION
 SM0874
 SM0874  HISTORY     - Date     Condition        Report By
 SM0874  HISTORY     - 1956     MONUMENTED       CGS
 SM0874
 SM0874                          STATION DESCRIPTION
 SM0874
 SM0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 SM0874'1.5 MI E FROM TUTTLE.
 SM0874'1.5 MILES EAST ALONG STATE HIGHWAY 36 FROM THE NORTHERN PACIFIC
 SM0874'RAILWAY STATION AT TUTTLE, KIDDER COUNTY, THENCE 7.9 MILES NORTH ALONG
 SM0874'STATE HIGHWAY 3.  0.25 MILE SOUTH OF A CROSSROADS, 3.5 FEET NORTHEAST
 SM0874'OF A POWER POLE, AND IN THE WEST RIGHT-OF-WAY OF THE HIGHWAY. A
 SM0874'STANDARD DISK, STAMPED P 70 RESET 1956 AND SET IN THE TOP OF A
 SM0874'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0551 ***********************************************************************
 SM0551  DESIGNATION -  P 71
 SM0551  PID         -  SM0551
 SM0551  STATE/COUNTY-  ND/STUTSMAN
 SM0551  USGS QUAD   -  PINGREE (1991)
 SM0551
 SM0551                         *CURRENT SURVEY CONTROL
 SM0551  ___________________________________________________________________
 SM0551* NAD 83(1986)-  47 08 47.     (N)    098 53 28.     (W)     SCALED    
 SM0551* NAVD 88     -       473.231  (meters)    1552.59   (feet)  ADJUSTED  
 SM0551  ___________________________________________________________________
 SM0551  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 SM0551  DYNAMIC HT  -         473.260 (meters)    1552.69  (feet)  COMP
 SM0551  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 SM0551
 SM0551  VERT ORDER  -  FIRST     CLASS II
 SM0551
 SM0551.The horizontal coordinates were scaled from a topographic map and have
 SM0551.an estimated accuracy of +/- 6 seconds.
 SM0551
 SM0551.The orthometric height was determined by differential leveling
 SM0551.and adjusted by the National Geodetic Survey in June 1991..
 SM0551
 SM0551.The geoid height was determined by GEOID03.
 SM0551
 SM0551.The dynamic height is computed by dividing the NAVD 88
 SM0551.geopotential number by the normal gravity value computed on the
 SM0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0551.degrees latitude (g = 980.6199 gals.).
 SM0551
 SM0551.The modeled gravity was interpolated from observed gravity values.
 SM0551
 SM0551;                    North         East    Units  Estimated Accuracy
 SM0551;SPC ND S     -   165,730.      722,020.      MT  (+/- 180 meters Scaled)
 SM0551
 SM0551                          SUPERSEDED SURVEY CONTROL
 SM0551
 SM0551  NGVD 29 (??/??/92)  472.838  (m)         1551.30   (f) ADJ UNCH    1 2
 SM0551
 SM0551.Superseded values are not recommended for survey control.
 SM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0551.See file dsdata.txt to determine how the superseded data were derived.
 SM0551
 SM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT082214(NAD 83)
 SM0551_MARKER: DB = BENCH MARK DISK
 SM0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0551_STAMPING: P 71 1934
 SM0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0551+STABILITY: SURFACE MOTION
 SM0551
 SM0551  HISTORY     - Date     Condition        Report By
 SM0551  HISTORY     - 1934     MONUMENTED       CGS
 SM0551  HISTORY     - 1948     GOOD             NGS
 SM0551  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0551
 SM0551                          STATION DESCRIPTION
 SM0551
 SM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SM0551'1.4 MI SE FROM PINGREE.
 SM0551'1.4 MILES SOUTHEAST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 SM0551'STATION AT PINGREE, STUTSMAN COUNTY, 0.3 MILE SOUTH OF MILEPOST 19, IN
 SM0551'SECTION 3, T 142 N, R 65 W, ABOUT 130 FEET WEST OF THE CENTERLINE OF
 SM0551'U. S. HIGHWAY 281, 88 FEET WEST OF POLE E 42, 48.9 FEET WEST OF THE
 SM0551'CENTERLINE OF THE TRACK, AND 3.9 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 SM0551'A STANDARD DISK, STAMPED P 71 1934 AND SET IN THE TOP OF A CONCRETE
 SM0551'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 SM0551
 SM0551                          STATION RECOVERY (1960)
 SM0551
 SM0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0769 ***********************************************************************
 SM0769  DESIGNATION -  P 72
 SM0769  PID         -  SM0769
 SM0769  STATE/COUNTY-  ND/EDDY
 SM0769  USGS QUAD   -  NEW ROCKFORD (1986)
 SM0769
 SM0769                         *CURRENT SURVEY CONTROL
 SM0769  ___________________________________________________________________
 SM0769* NAD 83(1986)-  47 41 17.     (N)    099 08 13.     (W)     SCALED    
 SM0769* NAVD 88     -       462.281  (meters)    1516.67   (feet)  ADJUSTED  
 SM0769  ___________________________________________________________________
 SM0769  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 SM0769  DYNAMIC HT  -         462.330 (meters)    1516.83  (feet)  COMP
 SM0769  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 SM0769
 SM0769  VERT ORDER  -  FIRST     CLASS II
 SM0769
 SM0769.The horizontal coordinates were scaled from a topographic map and have
 SM0769.an estimated accuracy of +/- 6 seconds.
 SM0769
 SM0769.The orthometric height was determined by differential leveling
 SM0769.and adjusted by the National Geodetic Survey in June 1991..
 SM0769
 SM0769.The geoid height was determined by GEOID03.
 SM0769
 SM0769.The dynamic height is computed by dividing the NAVD 88
 SM0769.geopotential number by the normal gravity value computed on the
 SM0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0769.degrees latitude (g = 980.6199 gals.).
 SM0769
 SM0769.The modeled gravity was interpolated from observed gravity values.
 SM0769
 SM0769;                    North         East    Units  Estimated Accuracy
 SM0769;SPC ND N     -    77,400.      702,320.      MT  (+/- 180 meters Scaled)
 SM0769
 SM0769                          SUPERSEDED SURVEY CONTROL
 SM0769
 SM0769  NGVD 29 (??/??/92)  461.886  (m)         1515.37   (f) ADJ UNCH    1 2
 SM0769
 SM0769.Superseded values are not recommended for survey control.
 SM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0769.See file dsdata.txt to determine how the superseded data were derived.
 SM0769
 SM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT897816(NAD 83)
 SM0769_MARKER: DB = BENCH MARK DISK
 SM0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0769_STAMPING: P 72 1934
 SM0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0769+STABILITY: SURFACE MOTION
 SM0769
 SM0769  HISTORY     - Date     Condition        Report By
 SM0769  HISTORY     - 1934     MONUMENTED       CGS
 SM0769  HISTORY     - 1944     GOOD             NGS
 SM0769  HISTORY     - 1960     GOOD             NGS
 SM0769  HISTORY     - 1977     GOOD             NDHD
 SM0769
 SM0769                          STATION DESCRIPTION
 SM0769
 SM0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 SM0769'0.6 MI N FROM NEW ROCKFORD.
 SM0769'0.6 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM NEW ROCKFORD,
 SM0769'EDDY COUNTY, ABOUT 275 NORTH OF THE CROSSING OF AN EAST-AND-WEST ROAD,
 SM0769'47.5 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2.5 FEET WEST OF
 SM0769'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 72 1934 AND SET IN
 SM0769'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND. AT
 SM0769'MILEPOST 59 AND IS BETWEEN MILEPOST AND TRIPLE COTTONWOOD TREES.
 SM0769
 SM0769                          STATION RECOVERY (1960)
 SM0769
 SM0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 SM0769'RECOVERED IN GOOD CONDITION.
 SM0769
 SM0769                          STATION RECOVERY (1977)
 SM0769
 SM0769'RECOVERY NOTE BY NORTH DAKOTA HIGHWAY DEPARTMENT 1977
 SM0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TE1262 ***********************************************************************
 TE1262  DESIGNATION -  P 73
 TE1262  PID         -  TE1262
 TE1262  STATE/COUNTY-  ND/BENSON
 TE1262  USGS QUAD   -  BRINSMADE (1978)
 TE1262
 TE1262                         *CURRENT SURVEY CONTROL
 TE1262  ___________________________________________________________________
 TE1262* NAD 83(1986)-  48 11 42.     (N)    099 19 52.     (W)     SCALED    
 TE1262* NAVD 88     -       476.675  (meters)    1563.89   (feet)  ADJUSTED  
 TE1262  ___________________________________________________________________
 TE1262  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 TE1262  DYNAMIC HT  -         476.755 (meters)    1564.15  (feet)  COMP
 TE1262  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 TE1262
 TE1262  VERT ORDER  -  FIRST     CLASS II
 TE1262
 TE1262.The horizontal coordinates were scaled from a topographic map and have
 TE1262.an estimated accuracy of +/- 6 seconds.
 TE1262
 TE1262.The orthometric height was determined by differential leveling
 TE1262.and adjusted by the National Geodetic Survey in June 1991..
 TE1262
 TE1262.The geoid height was determined by GEOID03.
 TE1262
 TE1262.The dynamic height is computed by dividing the NAVD 88
 TE1262.geopotential number by the normal gravity value computed on the
 TE1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TE1262.degrees latitude (g = 980.6199 gals.).
 TE1262
 TE1262.The modeled gravity was interpolated from observed gravity values.
 TE1262
 TE1262;                    North         East    Units  Estimated Accuracy
 TE1262;SPC ND N     -   133,520.      686,890.      MT  (+/- 180 meters Scaled)
 TE1262
 TE1262                          SUPERSEDED SURVEY CONTROL
 TE1262
 TE1262  NGVD 29 (??/??/92)  476.291  (m)         1562.63   (f) ADJ UNCH    1 2
 TE1262
 TE1262.Superseded values are not recommended for survey control.
 TE1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TE1262.See file dsdata.txt to determine how the superseded data were derived.
 TE1262
 TE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UMU753380(NAD 83)
 TE1262_MARKER: DB = BENCH MARK DISK
 TE1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TE1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TE1262_STAMPING: P 73 1934
 TE1262_MARK LOGO: CGS   
 TE1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TE1262+STABILITY: SURFACE MOTION
 TE1262
 TE1262  HISTORY     - Date     Condition        Report By
 TE1262  HISTORY     - 1934     MONUMENTED       CGS
 TE1262  HISTORY     - 1982     GOOD             NGS
 TE1262
 TE1262                          STATION DESCRIPTION
 TE1262
 TE1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TE1262'0.9 MI NW FROM BRINSMADE.
 TE1262'0.9 MILE NORTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM BRINSMADE,
 TE1262'BENSON COUNTY, 0.5 MILE NORTH OF MILEPOST 98, AT A ROAD CROSSING, 70
 TE1262'FEET NORTH OF THE EAST-AND-WEST ROAD, 48 FEET EAST OF THE CENTERLINE
 TE1262'OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 TE1262'STAMPED P 73 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TE1262'ABOUT 6 INCHES ABOVE GROUND.
 TE1262
 TE1262                          STATION RECOVERY (1982)
 TE1262
 TE1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 TE1262'RECOVERED THIS DATE, NOT LEVELED TO THIS DATE AS LEVEL LINE WAS
 TE1262'REROUTED.  NOTE, THE RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0546 ***********************************************************************
 SM0546  DESIGNATION -  P 74
 SM0546  PID         -  SM0546
 SM0546  STATE/COUNTY-  ND/FOSTER
 SM0546  USGS QUAD   -  BORDULAC (1951)
 SM0546
 SM0546                         *CURRENT SURVEY CONTROL
 SM0546  ___________________________________________________________________
 SM0546* NAD 83(1986)-  47 27 24.     (N)    098 54 15.     (W)     SCALED    
 SM0546* NAVD 88     -       468.590  (meters)    1537.37   (feet)  ADJUSTED  
 SM0546  ___________________________________________________________________
 SM0546  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SM0546  DYNAMIC HT  -         468.645 (meters)    1537.55  (feet)  COMP
 SM0546  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 SM0546
 SM0546  VERT ORDER  -  SECOND    CLASS 0
 SM0546
 SM0546.The horizontal coordinates were scaled from a topographic map and have
 SM0546.an estimated accuracy of +/- 6 seconds.
 SM0546
 SM0546.The orthometric height was determined by differential leveling
 SM0546.and adjusted by the National Geodetic Survey in June 1991..
 SM0546
 SM0546.The geoid height was determined by GEOID03.
 SM0546
 SM0546.The dynamic height is computed by dividing the NAVD 88
 SM0546.geopotential number by the normal gravity value computed on the
 SM0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0546.degrees latitude (g = 980.6199 gals.).
 SM0546
 SM0546.The modeled gravity was interpolated from observed gravity values.
 SM0546
 SM0546;                    North         East    Units  Estimated Accuracy
 SM0546;SPC ND N     -    52,020.      720,330.      MT  (+/- 180 meters Scaled)
 SM0546
 SM0546                          SUPERSEDED SURVEY CONTROL
 SM0546
 SM0546  NGVD 29 (??/??/92)  468.21   (m)         1536.1    (f) COMPUTED    2 0
 SM0546
 SM0546.Superseded values are not recommended for survey control.
 SM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0546.See file dsdata.txt to determine how the superseded data were derived.
 SM0546
 SM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT072559(NAD 83)
 SM0546_MARKER: DB = BENCH MARK DISK
 SM0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0546_STAMPING: P-74 --- 1934
 SM0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0546+STABILITY: SURFACE MOTION
 SM0546
 SM0546  HISTORY     - Date     Condition        Report By
 SM0546  HISTORY     - 1934     MONUMENTED       CGS
 SM0546
 SM0546                          STATION DESCRIPTION
 SM0546
 SM0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SM0546'10.8 MI E FROM CARRINGTON.
 SM0546'10.8 MILES EAST OF FOSTER COUNTY COURT HOUSE AT CARRINGTON.  40 FEET
 SM0546'EAST OF CENTERLINE OF CROSS ROAD.  34 FEET SOUTH OF CENTERLINE OF
 SM0546'STATE HY. 7.  15.5 FEET EAST OF CORNER POST IN NORTHWEST CORNER OF
 SM0546'PASTURE FENCE.  0.2 MILES EAST OF FARM HOUSE.  STANDARD TABLET SET IN
 SM0546'CONCRETE POST 4 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0547 ***********************************************************************
 SM0547  DESIGNATION -  P 74 RESET
 SM0547  PID         -  SM0547
 SM0547  STATE/COUNTY-  ND/FOSTER
 SM0547  USGS QUAD   -  BORDULAC (1951)
 SM0547
 SM0547                         *CURRENT SURVEY CONTROL
 SM0547  ___________________________________________________________________
 SM0547* NAD 83(1986)-  47 27 24.     (N)    098 54 15.     (W)     SCALED    
 SM0547* NAVD 88     -       468.14   (+/-2cm)    1535.9    (feet)  VERTCON   
 SM0547  ___________________________________________________________________
 SM0547  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 SM0547
 SM0547  VERT ORDER  -  THIRD (See Below)
 SM0547
 SM0547.The horizontal coordinates were scaled from a topographic map and have
 SM0547.an estimated accuracy of +/- 6 seconds.
 SM0547
 SM0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 SM0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SM0547.The vertical order pertains to the NGVD 29 superseded value.
 SM0547
 SM0547.The geoid height was determined by GEOID03.
 SM0547
 SM0547;                    North         East    Units  Estimated Accuracy
 SM0547;SPC ND N     -    52,020.      720,330.      MT  (+/- 180 meters Scaled)
 SM0547
 SM0547                          SUPERSEDED SURVEY CONTROL
 SM0547
 SM0547  NGVD 29 (??/??/??)  467.77   (m)         1534.7    (f) RESET       3  
 SM0547
 SM0547.Superseded values are not recommended for survey control.
 SM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0547.See file dsdata.txt to determine how the superseded data were derived.
 SM0547
 SM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNT072559(NAD 83)
 SM0547_MARKER: DB = BENCH MARK DISK
 SM0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0547_STAMPING: P 74 RESET 1948
 SM0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0547+STABILITY: SURFACE MOTION
 SM0547
 SM0547  HISTORY     - Date     Condition        Report By
 SM0547  HISTORY     - 1948     MONUMENTED       NDHD
 SM0547  HISTORY     - 1960     MARK NOT FOUND   NGS
 SM0547
 SM0547                          STATION DESCRIPTION
 SM0547
 SM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0547'10.8 MI E FROM CARRINGTON.
 SM0547'10.8 MILES EAST ALONG STATE HIGHWAY 7 FROM THE COUNTY COURTHOUSE AT
 SM0547'CARRINGTON, FOSTER COUNTY, AT THE NORTHWEST CORNER OF SEC. 24, T. 146
 SM0547'N., R. 65 W., 80 FEET SOUTH AND 50 FEET EAST OF THE ASSUMED SECTION
 SM0547'CORNER.  A STANDARD DISK, STAMPED P 74 RESET 1948 AND SET IN THE TOP
 SM0547'OF A CONCRETE POST.  NOTE-- LOCATION HAS BEEN UNDER CULTIVATION SO THE
 SM0547'MARK HAS PROBABLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SM0840 ***********************************************************************
 SM0840  DESIGNATION -  P 75
 SM0840  PID         -  SM0840
 SM0840  STATE/COUNTY-  ND/WELLS
 SM0840  USGS QUAD   -  CHASELEY (1978)
 SM0840
 SM0840                         *CURRENT SURVEY CONTROL
 SM0840  ___________________________________________________________________
 SM0840* NAD 83(1986)-  47 27 13.     (N)    099 51 50.     (W)     SCALED    
 SM0840* NAVD 88     -       561.063  (meters)    1840.75   (feet)  ADJUSTED  
 SM0840  ___________________________________________________________________
 SM0840  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 SM0840  DYNAMIC HT  -         561.114 (meters)    1840.92  (feet)  COMP
 SM0840  MODELED GRAV-     980,685.3   (mgal)                       NAVD 88
 SM0840
 SM0840  VERT ORDER  -  SECOND    CLASS 0
 SM0840
 SM0840.The horizontal coordinates were scaled from a topographic map and have
 SM0840.an estimated accuracy of +/- 6 seconds.
 SM0840
 SM0840.The orthometric height was determined by differential leveling
 SM0840.and adjusted by the National Geodetic Survey in June 1991..
 SM0840
 SM0840.The geoid height was determined by GEOID03.
 SM0840
 SM0840.The dynamic height is computed by dividing the NAVD 88
 SM0840.geopotential number by the normal gravity value computed on the
 SM0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SM0840.degrees latitude (g = 980.6199 gals.).
 SM0840
 SM0840.The modeled gravity was interpolated from observed gravity values.
 SM0840
 SM0840;                    North         East    Units  Estimated Accuracy
 SM0840;SPC ND N     -    50,630.      647,970.      MT  (+/- 180 meters Scaled)
 SM0840
 SM0840                          SUPERSEDED SURVEY CONTROL
 SM0840
 SM0840  NGVD 29 (??/??/92)  560.664  (m)         1839.45   (f) ADJ UNCH    2 0
 SM0840
 SM0840.Superseded values are not recommended for survey control.
 SM0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SM0840.See file dsdata.txt to determine how the superseded data were derived.
 SM0840
 SM0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMT348559(NAD 83)
 SM0840_MARKER: DB = BENCH MARK DISK
 SM0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SM0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SM0840_STAMPING: P 75 1934
 SM0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SM0840+STABILITY: SURFACE MOTION
 SM0840
 SM0840  HISTORY     - Date     Condition        Report By
 SM0840  HISTORY     - 1934     MONUMENTED       CGS
 SM0840  HISTORY     - 1960     GOOD             NGS
 SM0840
 SM0840                          STATION DESCRIPTION
 SM0840
 SM0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 SM0840'2.1 MI W FROM CHASELEY.
 SM0840'2.1 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SM0840'CHASELEY, WELLS COUNTY, 3.1 MILES EAST OF THE STATION AT HURDSFIELD,
 SM0840'265 YARDS EAST OF MILEPOST 35, 290 FEET WEST OF THE CENTER OF A ROAD
 SM0840'CROSSING, AND 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A
 SM0840'STANDARD DISK, STAMPED P 75 1934 AND SET IN THE TOP OF A CONCRETE POST
 SM0840'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0102 ***********************************************************************
 SN0102  DESIGNATION -  P 76
 SN0102  PID         -  SN0102
 SN0102  STATE/COUNTY-  ND/MCLEAN
 SN0102  USGS QUAD   -  TURTLE CREEK NE (1980)
 SN0102
 SN0102                         *CURRENT SURVEY CONTROL
 SN0102  ___________________________________________________________________
 SN0102* NAD 83(1986)-  47 29 50.     (N)    100 45 32.     (W)     SCALED    
 SN0102* NAVD 88     -       581.437  (meters)    1907.60   (feet)  ADJUSTED  
 SN0102  ___________________________________________________________________
 SN0102  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 SN0102  DYNAMIC HT  -         581.486 (meters)    1907.76  (feet)  COMP
 SN0102  MODELED GRAV-     980,678.4   (mgal)                       NAVD 88
 SN0102
 SN0102  VERT ORDER  -  SECOND    CLASS 0
 SN0102
 SN0102.The horizontal coordinates were scaled from a topographic map and have
 SN0102.an estimated accuracy of +/- 6 seconds.
 SN0102
 SN0102.The orthometric height was determined by differential leveling
 SN0102.and adjusted by the National Geodetic Survey in June 1991..
 SN0102
 SN0102.The geoid height was determined by GEOID03.
 SN0102
 SN0102.The dynamic height is computed by dividing the NAVD 88
 SN0102.geopotential number by the normal gravity value computed on the
 SN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0102.degrees latitude (g = 980.6199 gals.).
 SN0102
 SN0102.The modeled gravity was interpolated from observed gravity values.
 SN0102
 SN0102;                    North         East    Units  Estimated Accuracy
 SN0102;SPC ND N     -    55,310.      580,490.      MT  (+/- 180 meters Scaled)
 SN0102
 SN0102                          SUPERSEDED SURVEY CONTROL
 SN0102
 SN0102  NGVD 29 (??/??/92)  581.040  (m)         1906.30   (f) ADJ UNCH    2 0
 SN0102
 SN0102.Superseded values are not recommended for survey control.
 SN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0102.See file dsdata.txt to determine how the superseded data were derived.
 SN0102
 SN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT675619(NAD 83)
 SN0102_MARKER: DB = BENCH MARK DISK
 SN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0102_STAMPING: P 76 1934
 SN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0102+STABILITY: SURFACE MOTION
 SN0102
 SN0102  HISTORY     - Date     Condition        Report By
 SN0102  HISTORY     - 1934     MONUMENTED       CGS
 SN0102  HISTORY     - 1958     GOOD             NGS
 SN0102
 SN0102                          STATION DESCRIPTION
 SN0102
 SN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0102'2.2 MI W FROM MERCER.
 SN0102'2.2 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 SN0102'MERCER, MCLEAN COUNTY, 4 POLES WEST OF MILEPOST 78, AT A DIRT-ROAD
 SN0102'CROSSING, 89 FEET WEST OF THE CENTERLINE OF THE ROAD, 29.8 FEET SOUTH
 SN0102'OF THE SOUTH RAIL, AND 7 FEET WEST OF A POLE.  A STANDARD DISK,
 SN0102'STAMPED P 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 SN0102'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0526 ***********************************************************************
 TG0526  DESIGNATION -  P 77
 TG0526  PID         -  TG0526
 TG0526  STATE/COUNTY-  ND/MOUNTRAIL
 TG0526  USGS QUAD   -  BELDEN SE (1981)
 TG0526
 TG0526                         *CURRENT SURVEY CONTROL
 TG0526  ___________________________________________________________________
 TG0526* NAD 83(1986)-  48 04 52.     (N)    102 21 14.     (W)     SCALED    
 TG0526* NAVD 88     -       696.532  (meters)    2285.21   (feet)  ADJUSTED  
 TG0526  ___________________________________________________________________
 TG0526  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG0526  DYNAMIC HT  -         696.627 (meters)    2285.52  (feet)  COMP
 TG0526  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TG0526
 TG0526  VERT ORDER  -  SECOND    CLASS 0
 TG0526
 TG0526.The horizontal coordinates were scaled from a topographic map and have
 TG0526.an estimated accuracy of +/- 6 seconds.
 TG0526
 TG0526.The orthometric height was determined by differential leveling
 TG0526.and adjusted by the National Geodetic Survey in June 1991..
 TG0526
 TG0526.The geoid height was determined by GEOID03.
 TG0526
 TG0526.The dynamic height is computed by dividing the NAVD 88
 TG0526.geopotential number by the normal gravity value computed on the
 TG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0526.degrees latitude (g = 980.6199 gals.).
 TG0526
 TG0526.The modeled gravity was interpolated from observed gravity values.
 TG0526
 TG0526;                    North         East    Units  Estimated Accuracy
 TG0526;SPC ND N     -   121,860.      461,890.      MT  (+/- 180 meters Scaled)
 TG0526
 TG0526                          SUPERSEDED SURVEY CONTROL
 TG0526
 TG0526.No superseded survey control is available for this station.
 TG0526
 TG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP970287(NAD 83)
 TG0526_MARKER: DB = BENCH MARK DISK
 TG0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0526_STAMPING: P-77 -- 1934
 TG0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0526+STABILITY: SURFACE MOTION
 TG0526
 TG0526  HISTORY     - Date     Condition        Report By
 TG0526  HISTORY     - 1934     MONUMENTED       CGS
 TG0526  HISTORY     - 1940     GOOD             NGS
 TG0526
 TG0526                          STATION DESCRIPTION
 TG0526
 TG0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0526'10.2 MI N FROM VAN HOOK.
 TG0526'10.2 MILES NORTH OF, ALONG STATE HY. NO. 8 10.2 MILES NORTH OF THE
 TG0526'RWY. STATION AT VAN HOOK.  5 MILES SOUTH OF THE POST OFFICE AT BELDEN.
 TG0526'46 FT. NORTH OF CENTERLINE OF A COUNTY ROAD THAT CROSSES HIGHWAY. 28
 TG0526'FT. NORTH OF CENTER OF NORTH END OF A CONCRETE HEADWALL OF AN 18 IN.
 TG0526'CORRUGATED IRON PIPE CULVERT UNDER COUNTY ROAD.  28 FT. WEST OF
 TG0526'CENTERLINE OF HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE POST 1
 TG0526'IN. HIGH.
 TG0526
 TG0526                          STATION RECOVERY (1940)
 TG0526
 TG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 TG0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0527 ***********************************************************************
 TG0527  DESIGNATION -  P 77 RESET
 TG0527  PID         -  TG0527
 TG0527  STATE/COUNTY-  ND/MOUNTRAIL
 TG0527  USGS QUAD   -  BELDEN SE (1981)
 TG0527
 TG0527                         *CURRENT SURVEY CONTROL
 TG0527  ___________________________________________________________________
 TG0527* NAD 83(1986)-  48 04 52.     (N)    102 21 14.     (W)     SCALED    
 TG0527* NAVD 88     -       699.567  (meters)    2295.16   (feet)  ADJUSTED  
 TG0527  ___________________________________________________________________
 TG0527  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 TG0527  DYNAMIC HT  -         699.663 (meters)    2295.48  (feet)  COMP
 TG0527  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 TG0527
 TG0527  VERT ORDER  -  SECOND    CLASS 0
 TG0527
 TG0527.The horizontal coordinates were scaled from a topographic map and have
 TG0527.an estimated accuracy of +/- 6 seconds.
 TG0527
 TG0527.The orthometric height was determined by differential leveling
 TG0527.and adjusted by the National Geodetic Survey in June 1991..
 TG0527
 TG0527.The geoid height was determined by GEOID03.
 TG0527
 TG0527.The dynamic height is computed by dividing the NAVD 88
 TG0527.geopotential number by the normal gravity value computed on the
 TG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0527.degrees latitude (g = 980.6199 gals.).
 TG0527
 TG0527.The modeled gravity was interpolated from observed gravity values.
 TG0527
 TG0527;                    North         East    Units  Estimated Accuracy
 TG0527;SPC ND N     -   121,860.      461,890.      MT  (+/- 180 meters Scaled)
 TG0527
 TG0527                          SUPERSEDED SURVEY CONTROL
 TG0527
 TG0527  NGVD 29 (??/??/92)  699.114  (m)         2293.68   (f) ADJ UNCH    2 0
 TG0527
 TG0527.Superseded values are not recommended for survey control.
 TG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0527.See file dsdata.txt to determine how the superseded data were derived.
 TG0527
 TG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP970287(NAD 83)
 TG0527_MARKER: DB = BENCH MARK DISK
 TG0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0527_STAMPING: P 77 RESET 1956
 TG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0527+STABILITY: SURFACE MOTION
 TG0527
 TG0527  HISTORY     - Date     Condition        Report By
 TG0527  HISTORY     - 1956     MONUMENTED       CGS
 TG0527  HISTORY     - 1963     GOOD             NGS
 TG0527
 TG0527                          STATION DESCRIPTION
 TG0527
 TG0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TG0527'5.1 MI S FROM BELDEN.
 TG0527'ABOUT 5.1 MILES SOUTH ALONG STATE HIGHWAY 8 FROM A WHITE CHURCH AT
 TG0527'BELDEN, 160 FEET NORTHWEST OF THE INTERSECTION OF A GRAVELED ROAD, 129
 TG0527'FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING WEST, 100 FEET WEST
 TG0527'OF THE CENTERLINE OF THE HIGHWAY, 110 FEET NORTHWEST OF THE NORTH END
 TG0527'OF AN 18-INCH PIPE CULVERT UNDER THE ROAD LEADING WEST, 1.1 FEET NORTH
 TG0527'OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 TG0527'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES, S 10, R 91
 TG0527'W, T 153 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0148 ***********************************************************************
 SO0148  DESIGNATION -  P 78
 SO0148  PID         -  SO0148
 SO0148  STATE/COUNTY-  ND/MCLEAN
 SO0148  USGS QUAD   -  RAUB (1967)
 SO0148
 SO0148                         *CURRENT SURVEY CONTROL
 SO0148  ___________________________________________________________________
 SO0148* NAD 83(1986)-  47 41 18.     (N)    102 02 37.     (W)     SCALED    
 SO0148* NAVD 88     -       613.989  (meters)    2014.40   (feet)  ADJUSTED  
 SO0148  ___________________________________________________________________
 SO0148  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 SO0148  DYNAMIC HT  -         614.057 (meters)    2014.62  (feet)  COMP
 SO0148  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 SO0148
 SO0148  VERT ORDER  -  SECOND    CLASS 0
 SO0148
 SO0148.The horizontal coordinates were scaled from a topographic map and have
 SO0148.an estimated accuracy of +/- 6 seconds.
 SO0148
 SO0148.The orthometric height was determined by differential leveling
 SO0148.and adjusted by the National Geodetic Survey in June 1991..
 SO0148.WARNING-Repeat measurements at this control monument indicate possible
 SO0148.vertical movement.
 SO0148
 SO0148.The geoid height was determined by GEOID03.
 SO0148
 SO0148.The dynamic height is computed by dividing the NAVD 88
 SO0148.geopotential number by the normal gravity value computed on the
 SO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0148.degrees latitude (g = 980.6199 gals.).
 SO0148
 SO0148.The modeled gravity was interpolated from observed gravity values.
 SO0148
 SO0148;                    North         East    Units  Estimated Accuracy
 SO0148;SPC ND N     -    77,690.      484,130.      MT  (+/- 180 meters Scaled)
 SO0148
 SO0148                          SUPERSEDED SURVEY CONTROL
 SO0148
 SO0148  NGVD 29 (??/??/92)  613.574  (m)         2013.03   (f) ADJ UNCH    2 0
 SO0148
 SO0148.Superseded values are not recommended for survey control.
 SO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0148.See file dsdata.txt to determine how the superseded data were derived.
 SO0148
 SO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGN218858(NAD 83)
 SO0148_MARKER: DB = BENCH MARK DISK
 SO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0148_STAMPING: P 78 1934
 SO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0148+STABILITY: SURFACE MOTION
 SO0148
 SO0148  HISTORY     - Date     Condition        Report By
 SO0148  HISTORY     - 1934     MONUMENTED       CGS
 SO0148  HISTORY     - 1962     GOOD             NGS
 SO0148
 SO0148                          STATION DESCRIPTION
 SO0148
 SO0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SO0148'4.0 MI S FROM RAUB.
 SO0148'ABOUT 4.0 MILES SOUTH ALONG A GRAVELED COUNTY ROAD FROM THE
 SO0148'INTERSECTION OF STATE HIGHWAY 37 AT RAUB, 54 FEET NORTHWEST OF THE
 SO0148'CENTER OF A ROAD INTERSECTION, 43 FEET WEST OF THE CENTERLINE OF A
 SO0148'ROAD, 30 FEET NORTH OF THE CENTERLINE OF A ROAD, 5.2 FEET SOUTHWEST OF
 SO0148'A FENCE CORNER, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT BELOW
 SO0148'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 SO0148'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0873 ***********************************************************************
 SN0873  DESIGNATION -  P 80
 SN0873  PID         -  SN0873
 SN0873  STATE/COUNTY-  ND/OLIVER
 SN0873  USGS QUAD   -  WASHBURN SW (1980)
 SN0873
 SN0873                         *CURRENT SURVEY CONTROL
 SN0873  ___________________________________________________________________
 SN0873* NAD 83(1986)-  47 16 01.     (N)    101 07 50.     (W)     SCALED    
 SN0873* NAVD 88     -       520.325  (meters)    1707.10   (feet)  ADJUSTED  
 SN0873  ___________________________________________________________________
 SN0873  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 SN0873  DYNAMIC HT  -         520.361 (meters)    1707.22  (feet)  COMP
 SN0873  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 SN0873
 SN0873  VERT ORDER  -  SECOND    CLASS 0
 SN0873
 SN0873.The horizontal coordinates were scaled from a topographic map and have
 SN0873.an estimated accuracy of +/- 6 seconds.
 SN0873
 SN0873.The orthometric height was determined by differential leveling
 SN0873.and adjusted by the National Geodetic Survey in June 1991..
 SN0873
 SN0873.The geoid height was determined by GEOID03.
 SN0873
 SN0873.The dynamic height is computed by dividing the NAVD 88
 SN0873.geopotential number by the normal gravity value computed on the
 SN0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0873.degrees latitude (g = 980.6199 gals.).
 SN0873
 SN0873.The modeled gravity was interpolated from observed gravity values.
 SN0873
 SN0873;                    North         East    Units  Estimated Accuracy
 SN0873;SPC ND S     -   178,080.      552,280.      MT  (+/- 180 meters Scaled)
 SN0873
 SN0873                          SUPERSEDED SURVEY CONTROL
 SN0873
 SN0873  NGVD 29 (??/??/92)  519.940  (m)         1705.84   (f) ADJ UNCH    2 0
 SN0873
 SN0873.Superseded values are not recommended for survey control.
 SN0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0873.See file dsdata.txt to determine how the superseded data were derived.
 SN0873
 SN0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLT388370(NAD 83)
 SN0873_MARKER: DB = BENCH MARK DISK
 SN0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0873_STAMPING: P 80 1934 1705.836
 SN0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0873+STABILITY: SURFACE MOTION
 SN0873
 SN0873  HISTORY     - Date     Condition        Report By
 SN0873  HISTORY     - 1934     MONUMENTED       CGS
 SN0873  HISTORY     - 1958     GOOD             NGS
 SN0873
 SN0873                          STATION DESCRIPTION
 SN0873
 SN0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0873'2.25 MI W FROM HENSLER.
 SN0873'2.25 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION
 SN0873'AT HENSLER, ABOUT 0.1 MILE WEST OF MILEPOST 37, 46 FEET NORTH OF THE
 SN0873'NORTH RAIL, 56 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 46
 SN0873'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 2
 SN0873'1/2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 SN0873'THE TRACKS AND ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 SN0873'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN0999 ***********************************************************************
 SN0999  DESIGNATION -  P 81
 SN0999  PID         -  SN0999
 SN0999  STATE/COUNTY-  ND/MERCER
 SN0999  USGS QUAD   -  ZAP (1969)
 SN0999
 SN0999                         *CURRENT SURVEY CONTROL
 SN0999  ___________________________________________________________________
 SN0999* NAD 83(1986)-  47 17 49.     (N)    101 58 08.     (W)     SCALED    
 SN0999* NAVD 88     -       567.004  (meters)    1860.25   (feet)  ADJUSTED  
 SN0999  ___________________________________________________________________
 SN0999  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 SN0999  DYNAMIC HT  -         567.035 (meters)    1860.35  (feet)  COMP
 SN0999  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 SN0999
 SN0999  VERT ORDER  -  SECOND    CLASS 0
 SN0999
 SN0999.The horizontal coordinates were scaled from a topographic map and have
 SN0999.an estimated accuracy of +/- 6 seconds.
 SN0999
 SN0999.The orthometric height was determined by differential leveling
 SN0999.and adjusted by the National Geodetic Survey in June 1991..
 SN0999.WARNING-Repeat measurements at this control monument indicate possible
 SN0999.vertical movement.
 SN0999
 SN0999.The geoid height was determined by GEOID03.
 SN0999
 SN0999.The dynamic height is computed by dividing the NAVD 88
 SN0999.geopotential number by the normal gravity value computed on the
 SN0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN0999.degrees latitude (g = 980.6199 gals.).
 SN0999
 SN0999.The modeled gravity was interpolated from observed gravity values.
 SN0999
 SN0999;                    North         East    Units  Estimated Accuracy
 SN0999;SPC ND S     -   182,260.      488,910.      MT  (+/- 180 meters Scaled)
 SN0999
 SN0999                          SUPERSEDED SURVEY CONTROL
 SN0999
 SN0999  NGVD 29 (??/??/92)  566.594  (m)         1858.90   (f) ADJ UNCH    2 0
 SN0999
 SN0999.Superseded values are not recommended for survey control.
 SN0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN0999.See file dsdata.txt to determine how the superseded data were derived.
 SN0999
 SN0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKT755424(NAD 83)
 SN0999_MARKER: DB = BENCH MARK DISK
 SN0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN0999_STAMPING: P 81 1934
 SN0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN0999+STABILITY: SURFACE MOTION
 SN0999
 SN0999  HISTORY     - Date     Condition        Report By
 SN0999  HISTORY     - 1934     MONUMENTED       CGS
 SN0999  HISTORY     - 1958     GOOD             NGS
 SN0999
 SN0999                          STATION DESCRIPTION
 SN0999
 SN0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 SN0999'2.3 MI W FROM ZAP.
 SN0999'2.3 MILES WEST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE STATION AT
 SN0999'ZAP, 9 POLES WEST OF MILEPOST 82, 15 RAILS WEST OF THE WEST END OF
 SN0999'BRIDGE 82, 46 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A FENCE, 1
 SN0999'FOOT EAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 SN0999'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0381 ***********************************************************************
 SO0381  DESIGNATION -  P 82
 SO0381  PID         -  SO0381
 SO0381  STATE/COUNTY-  ND/DUNN
 SO0381  USGS QUAD   -  KILLDEER (1974)
 SO0381
 SO0381                         *CURRENT SURVEY CONTROL
 SO0381  ___________________________________________________________________
 SO0381* NAD 83(1986)-  47 22 06.     (N)    102 50 43.     (W)     SCALED    
 SO0381* NAVD 88     -       706.832  (meters)    2319.00   (feet)  ADJUSTED  
 SO0381  ___________________________________________________________________
 SO0381  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 SO0381  DYNAMIC HT  -         706.870 (meters)    2319.12  (feet)  COMP
 SO0381  MODELED GRAV-     980,643.1   (mgal)                       NAVD 88
 SO0381
 SO0381  VERT ORDER  -  SECOND    CLASS 0
 SO0381
 SO0381.The horizontal coordinates were scaled from a topographic map and have
 SO0381.an estimated accuracy of +/- 6 seconds.
 SO0381
 SO0381.The orthometric height was determined by differential leveling
 SO0381.and adjusted by the National Geodetic Survey in June 1991..
 SO0381
 SO0381.The geoid height was determined by GEOID03.
 SO0381
 SO0381.The dynamic height is computed by dividing the NAVD 88
 SO0381.geopotential number by the normal gravity value computed on the
 SO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0381.degrees latitude (g = 980.6199 gals.).
 SO0381
 SO0381.The modeled gravity was interpolated from observed gravity values.
 SO0381
 SO0381;                    North         East    Units  Estimated Accuracy
 SO0381;SPC ND S     -   191,800.      422,890.      MT  (+/- 180 meters Scaled)
 SO0381
 SO0381                          SUPERSEDED SURVEY CONTROL
 SO0381
 SO0381  NGVD 29 (??/??/92)  706.333  (m)         2317.36   (f) ADJ UNCH    2 0
 SO0381
 SO0381.Superseded values are not recommended for survey control.
 SO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0381.See file dsdata.txt to determine how the superseded data were derived.
 SO0381
 SO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN626483(NAD 83)
 SO0381_MARKER: DB = BENCH MARK DISK
 SO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0381_STAMPING: P 82 1934
 SO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0381+STABILITY: SURFACE MOTION
 SO0381
 SO0381  HISTORY     - Date     Condition        Report By
 SO0381  HISTORY     - 1934     MONUMENTED       CGS
 SO0381  HISTORY     - 1967     GOOD             LOCENG
 SO0381
 SO0381                          STATION DESCRIPTION
 SO0381
 SO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0381'4.7 MI W FROM KILLDEER.
 SO0381'4.7 MILES WEST ALONG STATE HIGHWAY 25 FROM THE NORTHERN PACIFIC
 SO0381'RAILWAY STATION AT KILLDEER, DUNN COUNTY, 4.0 MILE WEST OF THE
 SO0381'JUNCTION OF STATE HIGHWAY 22, 300 FEET WEST OF A SECTION-LINE FENCE,
 SO0381'264 FEET EAST OF THE CENTER OF THE NORTH END OF A 6- BY 8-FOOT
 SO0381'CONCRETE-BOX CULVERT, AND 43 FFEET NORTH OF THE CENTERLINE OF THE
 SO0381'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 SO0381'ABOVE GROUND.
 SO0381
 SO0381                          STATION RECOVERY (1967)
 SO0381
 SO0381'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 SO0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0416 ***********************************************************************
 RR0416  DESIGNATION -  P 83
 RR0416  PID         -  RR0416
 RR0416  STATE/COUNTY-  ND/MORTON
 RR0416  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0416
 RR0416                         *CURRENT SURVEY CONTROL
 RR0416  ___________________________________________________________________
 RR0416* NAD 83(1986)-  46 52 37.     (N)    101 46 50.     (W)     SCALED    
 RR0416* NAVD 88     -       649.748  (meters)    2131.71   (feet)  ADJUSTED  
 RR0416  ___________________________________________________________________
 RR0416  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 RR0416  DYNAMIC HT  -         649.748 (meters)    2131.71  (feet)  COMP
 RR0416  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 RR0416
 RR0416  VERT ORDER  -  SECOND    CLASS 0
 RR0416
 RR0416.The horizontal coordinates were scaled from a topographic map and have
 RR0416.an estimated accuracy of +/- 6 seconds.
 RR0416
 RR0416.The orthometric height was determined by differential leveling
 RR0416.and adjusted by the National Geodetic Survey in June 1991..
 RR0416
 RR0416.The geoid height was determined by GEOID03.
 RR0416
 RR0416.The dynamic height is computed by dividing the NAVD 88
 RR0416.geopotential number by the normal gravity value computed on the
 RR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0416.degrees latitude (g = 980.6199 gals.).
 RR0416
 RR0416.The modeled gravity was interpolated from observed gravity values.
 RR0416
 RR0416;                    North         East    Units  Estimated Accuracy
 RR0416;SPC ND S     -   135,330.      502,390.      MT  (+/- 180 meters Scaled)
 RR0416
 RR0416                          SUPERSEDED SURVEY CONTROL
 RR0416
 RR0416  NGVD 29 (??/??/92)  649.331  (m)         2130.35   (f) ADJ UNCH    2 0
 RR0416
 RR0416.Superseded values are not recommended for survey control.
 RR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0416.See file dsdata.txt to determine how the superseded data were derived.
 RR0416
 RR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS881952(NAD 83)
 RR0416_MARKER: DB = BENCH MARK DISK
 RR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0416_STAMPING: P-83 -- 1934 2130.347
 RR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0416+STABILITY: SURFACE MOTION
 RR0416
 RR0416  HISTORY     - Date     Condition        Report By
 RR0416  HISTORY     - 1934     MONUMENTED       CGS
 RR0416  HISTORY     - 1956     GOOD             NGS
 RR0416
 RR0416                          STATION DESCRIPTION
 RR0416
 RR0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RR0416'6.1 MI NE FROM GLEN ULLIN.
 RR0416'6.1 MILES NORTHEAST OF THE N.P.RWY. STATION AT GLEN ULLIN.  4 MILES
 RR0416'NORTH OF THE JUNCTION OF U.S. HY. NO.10 AND STATE HY. NO.49.  41 FT.
 RR0416'EAST OF CENTERLINE OF STATE HY. NO.49.  41 FT. SOUTH OF CENTERLINE OF
 RR0416'SECTION ROAD THAT RUNS EAST 26.8 FT. SOUTH OF CORNER OF R/W FENCE. 1.2
 RR0416'FT. WEST OF R/W FENCE LINE.  DIRECTLY UNDER A LIGHT AND POWER LINE.
 RR0416'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 IN. HIGH. NOTE-- MARK IS
 RR0416'3 FT NORTH OF FENCE CORNER.
 RR0416
 RR0416                          STATION RECOVERY (1956)
 RR0416
 RR0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 RR0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0417 ***********************************************************************
 RR0417  DESIGNATION -  P 83 RESET
 RR0417  PID         -  RR0417
 RR0417  STATE/COUNTY-  ND/MORTON
 RR0417  USGS QUAD   -  GLEN ULLIN NE (1970)
 RR0417
 RR0417                         *CURRENT SURVEY CONTROL
 RR0417  ___________________________________________________________________
 RR0417* NAD 83(1986)-  46 52 36.     (N)    101 46 50.     (W)     SCALED    
 RR0417* NAVD 88     -       649.77   (+/-2cm)    2131.8    (feet)  VERTCON   
 RR0417  ___________________________________________________________________
 RR0417  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 RR0417
 RR0417  VERT ORDER  -  THIRD (See Below)
 RR0417
 RR0417.The horizontal coordinates were scaled from a topographic map and have
 RR0417.an estimated accuracy of +/- 6 seconds.
 RR0417
 RR0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 RR0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RR0417.The vertical order pertains to the NGVD 29 superseded value.
 RR0417
 RR0417.The geoid height was determined by GEOID03.
 RR0417
 RR0417;                    North         East    Units  Estimated Accuracy
 RR0417;SPC ND S     -   135,300.      502,390.      MT  (+/- 180 meters Scaled)
 RR0417
 RR0417                          SUPERSEDED SURVEY CONTROL
 RR0417
 RR0417  NGVD 29 (11/04/04)  649.36   (m)         2130.4    (f) RESET       3  
 RR0417
 RR0417.Superseded values are not recommended for survey control.
 RR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0417.See file dsdata.txt to determine how the superseded data were derived.
 RR0417
 RR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKS881952(NAD 83)
 RR0417_MARKER: DB = BENCH MARK DISK
 RR0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0417_STAMPING: P 83 RESET 1959
 RR0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0417+STABILITY: SURFACE MOTION
 RR0417
 RR0417  HISTORY     - Date     Condition        Report By
 RR0417  HISTORY     - 1959     MONUMENTED       CGS
 RR0417  HISTORY     - 1982     MARK NOT FOUND   NGS
 RR0417
 RR0417                          STATION DESCRIPTION
 RR0417
 RR0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 RR0417'6.1 MI NE FROM GLEN ULLIN.
 RR0417'ABOUT 4 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 RR0417'HIGHWAY 49, AT A CROSSROAD, 102 FEET EAST OF THE CENTERLINE OF THE
 RR0417'HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 1
 RR0417'FOOT NORTH OF THE EAST-WEST FENCE LINE, AND SET IN THE TOP OF A
 RR0417'CONCRETE POST PROJECTING 4 INCHES.
 RR0417
 RR0417                          STATION RECOVERY (1982)
 RR0417
 RR0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RR0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RS0155 ***********************************************************************
 RS0155  DESIGNATION -  P 84
 RS0155  PID         -  RS0155
 RS0155  STATE/COUNTY-  ND/STARK
 RS0155  USGS QUAD   -  BELFIELD (1981)
 RS0155
 RS0155                         *CURRENT SURVEY CONTROL
 RS0155  ___________________________________________________________________
 RS0155* NAD 83(1986)-  46 56 03.     (N)    103 11 24.     (W)     SCALED    
 RS0155* NAVD 88     -       814.554  (meters)    2672.42   (feet)  ADJUSTED  
 RS0155  ___________________________________________________________________
 RS0155  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 RS0155  DYNAMIC HT  -         814.539 (meters)    2672.37  (feet)  COMP
 RS0155  MODELED GRAV-     980,567.2   (mgal)                       NAVD 88
 RS0155
 RS0155  VERT ORDER  -  SECOND    CLASS 0
 RS0155
 RS0155.The horizontal coordinates were scaled from a topographic map and have
 RS0155.an estimated accuracy of +/- 6 seconds.
 RS0155
 RS0155.The orthometric height was determined by differential leveling
 RS0155.and adjusted by the National Geodetic Survey in June 1991..
 RS0155
 RS0155.The geoid height was determined by GEOID03.
 RS0155
 RS0155.The dynamic height is computed by dividing the NAVD 88
 RS0155.geopotential number by the normal gravity value computed on the
 RS0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RS0155.degrees latitude (g = 980.6199 gals.).
 RS0155
 RS0155.The modeled gravity was interpolated from observed gravity values.
 RS0155
 RS0155;                    North         East    Units  Estimated Accuracy
 RS0155;SPC ND S     -   144,400.      395,210.      MT  (+/- 180 meters Scaled)
 RS0155
 RS0155                          SUPERSEDED SURVEY CONTROL
 RS0155
 RS0155  NGVD 29 (??/??/92)  813.996  (m)         2670.59   (f) ADJ UNCH    2 0
 RS0155
 RS0155.Superseded values are not recommended for survey control.
 RS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RS0155.See file dsdata.txt to determine how the superseded data were derived.
 RS0155
 RS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFM377994(NAD 83)
 RS0155_MARKER: DB = BENCH MARK DISK
 RS0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RS0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RS0155_STAMPING: P 84 1934
 RS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RS0155+STABILITY: SURFACE MOTION
 RS0155
 RS0155  HISTORY     - Date     Condition        Report By
 RS0155  HISTORY     - 1934     MONUMENTED       CGS
 RS0155  HISTORY     - 1961     MARK NOT FOUND   USGS
 RS0155  HISTORY     - 1982     MARK NOT FOUND   NGS
 RS0155
 RS0155                          STATION DESCRIPTION
 RS0155
 RS0155'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 RS0155'3.7 MI N FROM BELFIELD.
 RS0155'3.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE NORTHERN PACIFIC
 RS0155'RAILWAY STATION AT BELFIELD, STARK COUNTY, AT THE INTERSECTION OF A
 RS0155'SECTION-LINE ROAD, 66 FEET NORTH OF THE CENTERLINE OF THE ROAD, 54.5
 RS0155'FEET SOUTHEAST OF A 20-INCH CONCRETE CULVERT, AND 30 FEET EAST OF THE
 RS0155'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 84 1934 AND SET
 RS0155'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 RS0155
 RS0155                          STATION RECOVERY (1982)
 RS0155
 RS0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RS0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0510 ***********************************************************************
 SO0510  DESIGNATION -  P 85
 SO0510  PID         -  SO0510
 SO0510  STATE/COUNTY-  ND/MCKENZIE
 SO0510  USGS QUAD   -  LONE BUTTE (1958)
 SO0510
 SO0510                         *CURRENT SURVEY CONTROL
 SO0510  ___________________________________________________________________
 SO0510* NAD 83(1986)-  47 33 28.     (N)    103 14 32.     (W)     SCALED    
 SO0510* NAVD 88     -       754.740  (meters)    2476.18   (feet)  ADJUSTED  
 SO0510  ___________________________________________________________________
 SO0510  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 SO0510  DYNAMIC HT  -         754.780 (meters)    2476.31  (feet)  COMP
 SO0510  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 SO0510
 SO0510  VERT ORDER  -  SECOND    CLASS 0
 SO0510
 SO0510.The horizontal coordinates were scaled from a topographic map and have
 SO0510.an estimated accuracy of +/- 6 seconds.
 SO0510
 SO0510.The orthometric height was determined by differential leveling
 SO0510.and adjusted by the National Geodetic Survey in June 1991..
 SO0510
 SO0510.The geoid height was determined by GEOID03.
 SO0510
 SO0510.The dynamic height is computed by dividing the NAVD 88
 SO0510.geopotential number by the normal gravity value computed on the
 SO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0510.degrees latitude (g = 980.6199 gals.).
 SO0510
 SO0510.The modeled gravity was interpolated from observed gravity values.
 SO0510
 SO0510;                    North         East    Units  Estimated Accuracy
 SO0510;SPC ND N     -    65,690.      393,670.      MT  (+/- 180 meters Scaled)
 SO0510
 SO0510                          SUPERSEDED SURVEY CONTROL
 SO0510
 SO0510  NGVD 29 (??/??/92)  754.208  (m)         2474.43   (f) ADJ UNCH    2 0
 SO0510
 SO0510.Superseded values are not recommended for survey control.
 SO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0510.See file dsdata.txt to determine how the superseded data were derived.
 SO0510
 SO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN322686(NAD 83)
 SO0510_MARKER: DB = BENCH MARK DISK
 SO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0510_STAMPING: P-85 -- 1934
 SO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0510+STABILITY: SURFACE MOTION
 SO0510
 SO0510  HISTORY     - Date     Condition        Report By
 SO0510  HISTORY     - 1934     MONUMENTED       CGS
 SO0510  HISTORY     - 1957     MARK NOT FOUND   USGS
 SO0510
 SO0510                          STATION DESCRIPTION
 SO0510
 SO0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0510'20.7 MI S FROM WATFORD CITY.
 SO0510'20.7 MILES SOUTH OF THE GREAT NORTHERN RAILWAY CROSSING AT WATFORD
 SO0510'CITY.  4.4 MILES SOUTH OF LITTLE MISSOURI RIVER BRIDGE.  ON OUT SIDE
 SO0510'OF CURVE ON TOP OF A HILL.  31 FEET EAST OF CENTERLINE OF U.S. HWY.
 SO0510'85.  14.5 FEET NORTH OF GATE POST.  A STANDARD TABLET SET IN TOP OF
 SO0510'CONCRETE POST 4 INCHES HIGH.  NOTE-- HIGHWAY WIDENED.
 SO0510
 SO0510                          STATION RECOVERY (1957)
 SO0510
 SO0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 SO0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0456 ***********************************************************************
 SO0456  DESIGNATION -  P 87
 SO0456  PID         -  SO0456
 SO0456  STATE/COUNTY-  ND/MCKENZIE
 SO0456  USGS QUAD   -  BLUE BUTTES (1965)
 SO0456
 SO0456                         *CURRENT SURVEY CONTROL
 SO0456  ___________________________________________________________________
 SO0456* NAD 83(1986)-  47 58 39.     (N)    102 45 21.     (W)     SCALED    
 SO0456* NAVD 88     -       667.262  (meters)    2189.18   (feet)  ADJUSTED  
 SO0456  ___________________________________________________________________
 SO0456  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 SO0456  DYNAMIC HT  -         667.341 (meters)    2189.43  (feet)  COMP
 SO0456  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 SO0456
 SO0456  VERT ORDER  -  SECOND    CLASS 0
 SO0456
 SO0456.The horizontal coordinates were scaled from a topographic map and have
 SO0456.an estimated accuracy of +/- 6 seconds.
 SO0456
 SO0456.The orthometric height was determined by differential leveling
 SO0456.and adjusted by the National Geodetic Survey in June 1991..
 SO0456
 SO0456.The geoid height was determined by GEOID03.
 SO0456
 SO0456.The dynamic height is computed by dividing the NAVD 88
 SO0456.geopotential number by the normal gravity value computed on the
 SO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0456.degrees latitude (g = 980.6199 gals.).
 SO0456
 SO0456.The modeled gravity was interpolated from observed gravity values.
 SO0456
 SO0456;                    North         East    Units  Estimated Accuracy
 SO0456;SPC ND N     -   111,150.      431,620.      MT  (+/- 180 meters Scaled)
 SO0456
 SO0456                          SUPERSEDED SURVEY CONTROL
 SO0456
 SO0456  NGVD 29 (??/??/92)  666.776  (m)         2187.58   (f) ADJ UNCH    2 0
 SO0456
 SO0456.Superseded values are not recommended for survey control.
 SO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0456.See file dsdata.txt to determine how the superseded data were derived.
 SO0456
 SO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFP674162(NAD 83)
 SO0456_MARKER: DB = BENCH MARK DISK
 SO0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0456_STAMPING: P-87 -- 1934
 SO0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0456+STABILITY: SURFACE MOTION
 SO0456
 SO0456  HISTORY     - Date     Condition        Report By
 SO0456  HISTORY     - 1934     MONUMENTED       CGS
 SO0456  HISTORY     - 1963     MARK NOT FOUND   USGS
 SO0456
 SO0456                          STATION DESCRIPTION
 SO0456
 SO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SO0456'10.1 MI W FROM SANISH.
 SO0456'LOCATED 10.1 MILES WEST OF THE WEST END OF MISSOURI RIVER BRIDGE AT
 SO0456'SANISH.  78 YARDS EAST OF CONCRETE CULVERT.  33 FEET NORTH OF CENTER
 SO0456'OF STATE HWY.  23.  22 FEET SOUTH OF WIRE FENCE.  A STANDARD TABLET
 SO0456'SET IN TOP OF CONCRETE POST 2 INCHES HIGH.
 SO0456
 SO0456                          STATION RECOVERY (1963)
 SO0456
 SO0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 SO0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SN1021 ***********************************************************************
 SN1021  DESIGNATION -  P 88
 SN1021  PID         -  SN1021
 SN1021  STATE/COUNTY-  ND/WARD
 SN1021  USGS QUAD   -  RYDER (1981)
 SN1021
 SN1021                         *CURRENT SURVEY CONTROL
 SN1021  ___________________________________________________________________
 SN1021* NAD 83(1986)-  47 54 47.     (N)    101 40 03.     (W)     SCALED    
 SN1021* NAVD 88     -       643.262  (meters)    2110.44   (feet)  ADJUSTED  
 SN1021  ___________________________________________________________________
 SN1021  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 SN1021  DYNAMIC HT  -         643.344 (meters)    2110.70  (feet)  COMP
 SN1021  MODELED GRAV-     980,716.6   (mgal)                       NAVD 88
 SN1021
 SN1021  VERT ORDER  -  SECOND    CLASS 0
 SN1021
 SN1021.The horizontal coordinates were scaled from a topographic map and have
 SN1021.an estimated accuracy of +/- 6 seconds.
 SN1021
 SN1021.The orthometric height was determined by differential leveling
 SN1021.and adjusted by the National Geodetic Survey in June 1991..
 SN1021.WARNING-Repeat measurements at this control monument indicate possible
 SN1021.vertical movement.
 SN1021
 SN1021.The geoid height was determined by GEOID03.
 SN1021
 SN1021.The dynamic height is computed by dividing the NAVD 88
 SN1021.geopotential number by the normal gravity value computed on the
 SN1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SN1021.degrees latitude (g = 980.6199 gals.).
 SN1021
 SN1021.The modeled gravity was interpolated from observed gravity values.
 SN1021
 SN1021;                    North         East    Units  Estimated Accuracy
 SN1021;SPC ND N     -   102,180.      512,740.      MT  (+/- 180 meters Scaled)
 SN1021
 SN1021                          SUPERSEDED SURVEY CONTROL
 SN1021
 SN1021  NGVD 29 (??/??/92)  642.855  (m)         2109.10   (f) ADJ UNCH    2 0
 SN1021
 SN1021.Superseded values are not recommended for survey control.
 SN1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SN1021.See file dsdata.txt to determine how the superseded data were derived.
 SN1021
 SN1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLU006100(NAD 83)
 SN1021_MARKER: DB = BENCH MARK DISK
 SN1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SN1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SN1021_STAMPING: P 88 1934
 SN1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SN1021+STABILITY: SURFACE MOTION
 SN1021
 SN1021  HISTORY     - Date     Condition        Report By
 SN1021  HISTORY     - 1934     MONUMENTED       CGS
 SN1021  HISTORY     - 1962     GOOD             NGS
 SN1021
 SN1021                          STATION DESCRIPTION
 SN1021
 SN1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 SN1021'0.3 MI SE FROM RYDER.
 SN1021'0.3 MILE SOUTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 SN1021'RYDER, 13 1/2 POLES NORTHWEST OF MILEPOST 486, 95 FEET NORTHEAST OF
 SN1021'THE CENTER OF A PRIVATE ROAD CROSSING, 43.5 FEET EAST OF THE 14TH POLE
 SN1021'NORTHWEST OF THE MILEPOST, 43 FEET NORTH OF THE NORTH RAIL, 3.5 FEET
 SN1021'SOUTH OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT BELOW
 SN1021'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 SN1021'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG0955 ***********************************************************************
 TG0955  DESIGNATION -  P 89
 TG0955  PID         -  TG0955
 TG0955  STATE/COUNTY-  ND/DIVIDE
 TG0955  USGS QUAD   -  ATCOAL (1981)
 TG0955
 TG0955                         *CURRENT SURVEY CONTROL
 TG0955  ___________________________________________________________________
 TG0955* NAD 83(1986)-  48 54 05.     (N)    102 56 27.     (W)     SCALED    
 TG0955* NAVD 88     -       581.953  (meters)    1909.29   (feet)  ADJUSTED  
 TG0955  ___________________________________________________________________
 TG0955  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 TG0955  DYNAMIC HT  -         582.082 (meters)    1909.71  (feet)  COMP
 TG0955  MODELED GRAV-     980,811.6   (mgal)                       NAVD 88
 TG0955
 TG0955  VERT ORDER  -  SECOND    CLASS 0
 TG0955
 TG0955.The horizontal coordinates were scaled from a topographic map and have
 TG0955.an estimated accuracy of +/- 6 seconds.
 TG0955
 TG0955.The orthometric height was determined by differential leveling
 TG0955.and adjusted by the National Geodetic Survey in June 1991..
 TG0955
 TG0955.The geoid height was determined by GEOID03.
 TG0955
 TG0955.The dynamic height is computed by dividing the NAVD 88
 TG0955.geopotential number by the normal gravity value computed on the
 TG0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG0955.degrees latitude (g = 980.6199 gals.).
 TG0955
 TG0955.The modeled gravity was interpolated from observed gravity values.
 TG0955
 TG0955;                    North         East    Units  Estimated Accuracy
 TG0955;SPC ND N     -   214,250.      421,070.      MT  (+/- 180 meters Scaled)
 TG0955
 TG0955                          SUPERSEDED SURVEY CONTROL
 TG0955
 TG0955  NGVD 29 (??/??/92)  581.628  (m)         1908.22   (f) ADJ UNCH    2 0
 TG0955
 TG0955.Superseded values are not recommended for survey control.
 TG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG0955.See file dsdata.txt to determine how the superseded data were derived.
 TG0955
 TG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFQ509185(NAD 83)
 TG0955_MARKER: DB = BENCH MARK DISK
 TG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG0955_STAMPING: P 89 1934
 TG0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG0955+STABILITY: SURFACE MOTION
 TG0955
 TG0955  HISTORY     - Date     Condition        Report By
 TG0955  HISTORY     - 1934     MONUMENTED       CGS
 TG0955
 TG0955                          STATION DESCRIPTION
 TG0955
 TG0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG0955'0.7 MI N FROM NOONAN.
 TG0955'0.7 MILE NORTH ALONG STATE HIGHWAY 40 FROM NOONAN, DIVIDE COUNTY, 3
 TG0955'MILES EAST ALONG THE SOO LINE RAILROAD.  100 YARDS WEST OF THE
 TG0955'CENTERLINE OF A SECTION-LINE ROAD CROSSING THE TRACK, 92 YARDS WEST OF
 TG0955'A RIGHT-OF-WAY FENCE CORNER, 44 FEET SOUTH OF THE SOUTH RAIL, AND 2
 TG0955'FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED P 89 1934 AND SET
 TG0955'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 RR0057 ***********************************************************************
 RR0057  DESIGNATION -  P 9
 RR0057  PID         -  RR0057
 RR0057  STATE/COUNTY-  ND/EMMONS
 RR0057  USGS QUAD   -  STRASBURG (1971)
 RR0057
 RR0057                         *CURRENT SURVEY CONTROL
 RR0057  ___________________________________________________________________
 RR0057* NAD 83(1986)-  46 09 51.     (N)    100 10 44.     (W)     SCALED    
 RR0057* NAVD 88     -       550.452  (meters)    1805.94   (feet)  ADJUSTED  
 RR0057  ___________________________________________________________________
 RR0057  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 RR0057  DYNAMIC HT  -         550.424 (meters)    1805.85  (feet)  COMP
 RR0057  MODELED GRAV-     980,546.5   (mgal)                       NAVD 88
 RR0057
 RR0057  VERT ORDER  -  FIRST     CLASS II
 RR0057
 RR0057.The horizontal coordinates were scaled from a topographic map and have
 RR0057.an estimated accuracy of +/- 6 seconds.
 RR0057
 RR0057.The orthometric height was determined by differential leveling
 RR0057.and adjusted by the National Geodetic Survey in June 1991..
 RR0057
 RR0057.The geoid height was determined by GEOID03.
 RR0057
 RR0057.The dynamic height is computed by dividing the NAVD 88
 RR0057.geopotential number by the normal gravity value computed on the
 RR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RR0057.degrees latitude (g = 980.6199 gals.).
 RR0057
 RR0057.The modeled gravity was interpolated from observed gravity values.
 RR0057
 RR0057;                    North         East    Units  Estimated Accuracy
 RR0057;SPC ND S     -    55,350.      624,800.      MT  (+/- 180 meters Scaled)
 RR0057
 RR0057                          SUPERSEDED SURVEY CONTROL
 RR0057
 RR0057  NGVD 29 (??/??/92)  550.041  (m)         1804.59   (f) ADJ UNCH    1 2
 RR0057
 RR0057.Superseded values are not recommended for survey control.
 RR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RR0057.See file dsdata.txt to determine how the superseded data were derived.
 RR0057
 RR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TMS089129(NAD 83)
 RR0057_MARKER: DB = BENCH MARK DISK
 RR0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RR0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RR0057_STAMPING: 1804.593 P 9 1927
 RR0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RR0057+STABILITY: SURFACE MOTION
 RR0057
 RR0057  HISTORY     - Date     Condition        Report By
 RR0057  HISTORY     - 1927     MONUMENTED       CGS
 RR0057  HISTORY     - 1957     GOOD             NGS
 RR0057
 RR0057                          STATION DESCRIPTION
 RR0057
 RR0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RR0057'2.25 MI NW FROM STRASBURG.
 RR0057'2-1/4 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RR0057'PACIFIC RAILROAD FROM THE STATION AT STRASBURG, EMMONS COUNTY, ABOUT 1
 RR0057'MILE SOUTHEAST OF A RANCH HOUSE WEST OF THE TRACK, ABOUT 0.3 MILE
 RR0057'NORTHWEST OF A ROAD CROSSING, AT THE NORTHWEST END OF A CUT, 34.5 FEET
 RR0057'NORTHWEST OF THE POLE AT THE NORTHWEST END OF THE CUT, IN LINE WITH
 RR0057'THE ROW OF POLES, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 RR0057'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 RR0057'1804.593 P 9 1927 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RR0057'ABOUT 3 INCHES ABOVE GROUND.  NOTE-- IT IS 11 FEET EAST OF THE LINE OF
 RR0057'POLES, BETWEEN POLES NO. 2690 AND 2691 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1466 ***********************************************************************
 TG1466  DESIGNATION -  P 90
 TG1466  PID         -  TG1466
 TG1466  STATE/COUNTY-  ND/DIVIDE
 TG1466  USGS QUAD   -  FORTUNA (1983)
 TG1466
 TG1466                         *CURRENT SURVEY CONTROL
 TG1466  ___________________________________________________________________
 TG1466* NAD 83(1986)-  48 54 02.     (N)    103 49 14.     (W)     SCALED    
 TG1466* NAVD 88     -       669.506  (meters)    2196.54   (feet)  ADJUSTED  
 TG1466  ___________________________________________________________________
 TG1466  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 TG1466  DYNAMIC HT  -         669.633 (meters)    2196.95  (feet)  COMP
 TG1466  MODELED GRAV-     980,777.1   (mgal)                       NAVD 88
 TG1466
 TG1466  VERT ORDER  -  SECOND    CLASS 0
 TG1466
 TG1466.The horizontal coordinates were scaled from a topographic map and have
 TG1466.an estimated accuracy of +/- 6 seconds.
 TG1466
 TG1466.The orthometric height was determined by differential leveling
 TG1466.and adjusted by the National Geodetic Survey in June 1991..
 TG1466
 TG1466.The geoid height was determined by GEOID03.
 TG1466
 TG1466.The dynamic height is computed by dividing the NAVD 88
 TG1466.geopotential number by the normal gravity value computed on the
 TG1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1466.degrees latitude (g = 980.6199 gals.).
 TG1466
 TG1466.The modeled gravity was interpolated from observed gravity values.
 TG1466
 TG1466;                    North         East    Units  Estimated Accuracy
 TG1466;SPC ND N     -   216,570.      356,610.      MT  (+/- 180 meters Scaled)
 TG1466
 TG1466                          SUPERSEDED SURVEY CONTROL
 TG1466
 TG1466  NGVD 29 (??/??/92)  668.983  (m)         2194.82   (f) ADJ UNCH    2 0
 TG1466
 TG1466.Superseded values are not recommended for survey control.
 TG1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1466.See file dsdata.txt to determine how the superseded data were derived.
 TG1466
 TG1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UEQ864170(NAD 83)
 TG1466_MARKER: DB = BENCH MARK DISK
 TG1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1466_STAMPING: P 90 1934
 TG1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1466+STABILITY: SURFACE MOTION
 TG1466
 TG1466  HISTORY     - Date     Condition        Report By
 TG1466  HISTORY     - 1934     MONUMENTED       CGS
 TG1466  HISTORY     - 1977     MARK NOT FOUND   USGS
 TG1466
 TG1466                          STATION DESCRIPTION
 TG1466
 TG1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TG1466'2.4 MI SW FROM FORTUNA.
 TG1466'2.4 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TG1466'MARIE RAILROAD FROM THE STATION AT FORTUNA, DIVIDE COUNTY, ABOUT 6
 TG1466'POLES SOUTHWEST OF MILEPOST 607, NEAR THE TOP OF A LONG GRADE, AND
 TG1466'36.7 FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED P
 TG1466'90 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 TG1466'INCHES ABOVE GROUND.  NOTE-- THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 TG1466'MARIE RAILROAD IS NOW THE SOO LINE RAILROAD.
 TG1466
 TG1466                          STATION RECOVERY (1977)
 TG1466
 TG1466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 TG1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 TG1176 ***********************************************************************
 TG1176  DESIGNATION -  P 91
 TG1176  PID         -  TG1176
 TG1176  STATE/COUNTY-  ND/WILLIAMS
 TG1176  USGS QUAD   -  EPPING NE (1978)
 TG1176
 TG1176                         *CURRENT SURVEY CONTROL
 TG1176  ___________________________________________________________________
 TG1176* NAD 83(1986)-  48 28 25.     (N)    103 20 32.     (W)     SCALED    
 TG1176* NAVD 88     -       692.076  (meters)    2270.59   (feet)  ADJUSTED  
 TG1176  ___________________________________________________________________
 TG1176  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 TG1176  DYNAMIC HT  -         692.186 (meters)    2270.95  (feet)  COMP
 TG1176  MODELED GRAV-     980,745.9   (mgal)                       NAVD 88
 TG1176
 TG1176  VERT ORDER  -  SECOND    CLASS 0
 TG1176
 TG1176.The horizontal coordinates were scaled from a topographic map and have
 TG1176.an estimated accuracy of +/- 6 seconds.
 TG1176
 TG1176.The orthometric height was determined by differential leveling
 TG1176.and adjusted by the National Geodetic Survey in June 1991..
 TG1176
 TG1176.The geoid height was determined by GEOID03.
 TG1176
 TG1176.The dynamic height is computed by dividing the NAVD 88
 TG1176.geopotential number by the normal gravity value computed on the
 TG1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TG1176.degrees latitude (g = 980.6199 gals.).
 TG1176
 TG1176.The modeled gravity was interpolated from observed gravity values.
 TG1176
 TG1176;                    North         East    Units  Estimated Accuracy
 TG1176;SPC ND N     -   167,720.      389,900.      MT  (+/- 180 meters Scaled)
 TG1176
 TG1176                          SUPERSEDED SURVEY CONTROL
 TG1176
 TG1176  NGVD 29 (??/??/92)  691.614  (m)         2269.07   (f) ADJ UNCH    2 0
 TG1176
 TG1176.Superseded values are not recommended for survey control.
 TG1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TG1176.See file dsdata.txt to determine how the superseded data were derived.
 TG1176
 TG1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13UFP225702(NAD 83)
 TG1176_MARKER: DB = BENCH MARK DISK
 TG1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TG1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TG1176_STAMPING: P 91 1934
 TG1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TG1176+STABILITY: SURFACE MOTION
 TG1176
 TG1176  HISTORY     - Date     Condition        Report By
 TG1176  HISTORY     - 1934     MONUMENTED       CGS
 TG1176  HISTORY     - 1951     GOOD             NGS
 TG1176
 TG1176                          STATION DESCRIPTION
 TG1176
 TG1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 TG1176'14.1 MI N FROM EPPING.
 TG1176'14.1 MILES NORTH ALONG THE 1934 ROUTE OF STATE HIGHWAY 42 FROM THE
 TG1176'GREAT NORTHERN RAILWAY STATION AT EPPING, WILLIAMS COUNTY, AT THE
 TG1176'INTERSECTION OF A SECTION-LINE ROAD, 42 FEET SOUTH OF THE CENTERLINE
 TG1176'OF THE ROAD, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET
 TG1176'SOUTH OF A FENCE CORNER, AND 2.2 FEET EAST OF THE FENCE, AND SET IN
 TG1176'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0435 ***********************************************************************
 SO0435  DESIGNATION -  P 92
 SO0435  PID         -  SO0435
 SO0435  STATE/COUNTY-  ND/DUNN
 SO0435  USGS QUAD   -  LOST BRIDGE (1970)
 SO0435
 SO0435                         *CURRENT SURVEY CONTROL
 SO0435  ___________________________________________________________________
 SO0435* NAD 83(1986)-  47 30 08.     (N)    102 50 36.     (W)     SCALED    
 SO0435* NAVD 88     -       749.528  (meters)    2459.08   (feet)  ADJUSTED  
 SO0435  ___________________________________________________________________
 SO0435  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SO0435  DYNAMIC HT  -         749.567 (meters)    2459.20  (feet)  COMP
 SO0435  MODELED GRAV-     980,639.2   (mgal)                       NAVD 88
 SO0435
 SO0435  VERT ORDER  -  SECOND    CLASS 0
 SO0435
 SO0435.The horizontal coordinates were scaled from a topographic map and have
 SO0435.an estimated accuracy of +/- 6 seconds.
 SO0435
 SO0435.The orthometric height was determined by differential leveling
 SO0435.and adjusted by the National Geodetic Survey in June 1991..
 SO0435.WARNING-Repeat measurements at this control monument indicate possible
 SO0435.vertical movement.
 SO0435
 SO0435.The geoid height was determined by GEOID03.
 SO0435
 SO0435.The dynamic height is computed by dividing the NAVD 88
 SO0435.geopotential number by the normal gravity value computed on the
 SO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0435.degrees latitude (g = 980.6199 gals.).
 SO0435
 SO0435.The modeled gravity was interpolated from observed gravity values.
 SO0435
 SO0435;                    North         East    Units  Estimated Accuracy
 SO0435;SPC ND S     -   206,680.      423,480.      MT  (+/- 180 meters Scaled)
 SO0435
 SO0435                          SUPERSEDED SURVEY CONTROL
 SO0435
 SO0435  NGVD 29 (??/??/92)  749.02   (m)         2457.4    (f) COMPUTED    2 0
 SO0435
 SO0435.Superseded values are not recommended for survey control.
 SO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0435.See file dsdata.txt to determine how the superseded data were derived.
 SO0435
 SO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN624632(NAD 83)
 SO0435_MARKER: DB = BENCH MARK DISK
 SO0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0435_STAMPING: P-92 1934
 SO0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0435+STABILITY: SURFACE MOTION
 SO0435
 SO0435  HISTORY     - Date     Condition        Report By
 SO0435  HISTORY     - 1934     MONUMENTED       CGS
 SO0435  HISTORY     - 1940     GOOD             NGS
 SO0435
 SO0435                          STATION DESCRIPTION
 SO0435
 SO0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 SO0435'13.5 MI N FROM KILLDEER.
 SO0435'ABOUT 13.5 MILES NORTH ALONG STATE HIGHWAY 22 FROM THE NORTHERN
 SO0435'PACIFIC RAILWAY STATION AT KILLDEER, ABOUT 10.6 MILES SOUTH OF THE
 SO0435'LITTLE MISSOURI RIVER BRIDGE, 234 YARDS SOUTH OF THE BRIDGE OVER A
 SO0435'CREEK, 13 FEET NORTH OF THE PROJECTION OF THE CENTER LINE OF A SECTION
 SO0435'LINE ROAD LEADING WEST, 28 FEET EAST OF THE CENTER LINE OF THE
 SO0435'HIGHWAY, 8 FEET SOUTH OF A CORNER FENCE POST OF THE SECTION LINE
 SO0435'FENCE, 2 FEET WEST OF THE ROAD FENCE, 1.5 FEET WEST OF A WHITE WOODEN
 SO0435'POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED P-92 1934 AND SET IN
 SO0435'THE TOP OF A CONCRETE POST 0.6 FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0436 ***********************************************************************
 SO0436  DESIGNATION -  P 92 RESET
 SO0436  PID         -  SO0436
 SO0436  STATE/COUNTY-  ND/DUNN
 SO0436  USGS QUAD   -  LOST BRIDGE (1970)
 SO0436
 SO0436                         *CURRENT SURVEY CONTROL
 SO0436  ___________________________________________________________________
 SO0436* NAD 83(1986)-  47 30 08.     (N)    102 50 37.     (W)     SCALED    
 SO0436* NAVD 88     -       750.20   (+/-2cm)    2461.3    (feet)  VERTCON   
 SO0436  ___________________________________________________________________
 SO0436  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 SO0436
 SO0436  VERT ORDER  -  THIRD (See Below)
 SO0436
 SO0436.The horizontal coordinates were scaled from a topographic map and have
 SO0436.an estimated accuracy of +/- 6 seconds.
 SO0436
 SO0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 SO0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SO0436.The vertical order pertains to the NGVD 29 superseded value.
 SO0436
 SO0436.The geoid height was determined by GEOID03.
 SO0436
 SO0436;                    North         East    Units  Estimated Accuracy
 SO0436;SPC ND S     -   206,680.      423,460.      MT  (+/- 180 meters Scaled)
 SO0436
 SO0436                          SUPERSEDED SURVEY CONTROL
 SO0436
 SO0436  NGVD 29 (??/??/??)  749.68   (m)         2459.6    (f) RESET       3  
 SO0436
 SO0436.Superseded values are not recommended for survey control.
 SO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0436.See file dsdata.txt to determine how the superseded data were derived.
 SO0436
 SO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFN623632(NAD 83)
 SO0436_MARKER: DB = BENCH MARK DISK
 SO0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0436_STAMPING: P 92 RESET 1959
 SO0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SO0436+STABILITY: SURFACE MOTION
 SO0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SO0436+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 SO0436
 SO0436  HISTORY     - Date     Condition        Report By
 SO0436  HISTORY     - 1959     MONUMENTED       CGS
 SO0436  HISTORY     - 20020507 GOOD             NDDT
 SO0436
 SO0436                          STATION DESCRIPTION
 SO0436
 SO0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SO0436'11.2 MI N FROM KILLDEER.
 SO0436'ABOUT 11.2 MILES NORTH ALONG THE MAIN COUNTY ROAD FROM THE NORTHERN
 SO0436'PACIFIC RAILROAD CROSSING JUST EAST OF THE DEPOT, AT A SECTION-LINE
 SO0436'ROAD LEADING WEST, ABOUT 136 FEET EAST OF THE CENTERLINE OF THE
 SO0436'HIGHWAY, 34 FEET EAST OF A ROW OF TELEPHONE POLES, 15 FEET NORTH OF
 SO0436'THE CENTERLINE EXTENDED OF THE EAST-WEST ROAD, 2 FEET SOUTH OF A
 SO0436'WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE CORNER, AND SET  IN THE
 SO0436'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 SO0436
 SO0436                          STATION RECOVERY (2002)
 SO0436
 SO0436'RECOVERY NOTE BY NORTH DAKOTA DEPT TRANS 2002 (WP)
 SO0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 SO0598 ***********************************************************************
 SO0598  DESIGNATION -  P 94
 SO0598  PID         -  SO0598
 SO0598  STATE/COUNTY-  ND/GOLDEN VALLEY
 SO0598  USGS QUAD   -  HOOTOWL CREEK WEST (1974)
 SO0598
 SO0598                         *CURRENT SURVEY CONTROL
 SO0598  ___________________________________________________________________
 SO0598* NAD 83(1986)-  47 13 16.     (N)    103 59 09.     (W)     SCALED    
 SO0598* NAVD 88     -       806.935  (meters)    2647.42   (feet)  ADJUSTED  
 SO0598  ___________________________________________________________________
 SO0598  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 SO0598  DYNAMIC HT  -         806.963 (meters)    2647.51  (feet)  COMP
 SO0598  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 SO0598
 SO0598  VERT ORDER  -  SECOND    CLASS 0
 SO0598
 SO0598.The horizontal coordinates were scaled from a topographic map and have
 SO0598.an estimated accuracy of +/- 6 seconds.
 SO0598
 SO0598.The orthometric height was determined by differential leveling
 SO0598.and adjusted by the National Geodetic Survey in June 1991..
 SO0598
 SO0598.The geoid height was determined by GEOID03.
 SO0598
 SO0598.The dynamic height is computed by dividing the NAVD 88
 SO0598.geopotential number by the normal gravity value computed on the
 SO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SO0598.degrees latitude (g = 980.6199 gals.).
 SO0598
 SO0598.The modeled gravity was interpolated from observed gravity values.
 SO0598
 SO0598;                    North         East    Units  Estimated Accuracy
 SO0598;SPC ND S     -   178,650.      336,080.      MT  (+/- 180 meters Scaled)
 SO0598
 SO0598                          SUPERSEDED SURVEY CONTROL
 SO0598
 SO0598  NGVD 29 (??/??/92)  806.340  (m)         2645.47   (f) ADJ UNCH    2 0
 SO0598
 SO0598.Superseded values are not recommended for survey control.
 SO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SO0598.See file dsdata.txt to determine how the superseded data were derived.
 SO0598
 SO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN767302(NAD 83)
 SO0598_MARKER: DB = BENCH MARK DISK
 SO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SO0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SO0598_STA